














                                  SURVEY CONTROL DATA
                                
                             STATE=NE
                             [OCTOBER  7, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4129 ***********************************************************************
 AB4129  CBN         -  This is a Cooperative Base Network Control Station.
 AB4129  PACS        -  This is a Primary Airport Control Station.
 AB4129  DESIGNATION -  08K A
 AB4129  PID         -  AB4129
 AB4129  STATE/COUNTY-  NE/CLAY
 AB4129  USGS QUAD   -  HARVARD NE (1983)
 AB4129
 AB4129                         *CURRENT SURVEY CONTROL
 AB4129  ___________________________________________________________________
 AB4129* NAD 83(1995)-  40 39 01.01617(N)    098 05 01.49158(W)     ADJUSTED  
 AB4129* NAVD 88     -       552.45   (meters)    1812.5    (feet)  GPS OBS   
 AB4129  ___________________________________________________________________
 AB4129  X           -    -681,499.888 (meters)                     COMP
 AB4129  Y           -  -4,798,224.336 (meters)                     COMP
 AB4129  Z           -   4,133,378.608 (meters)                     COMP
 AB4129  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 AB4129  ELLIP HEIGHT-         526.74  (meters)          (07/10/01) GPS OBS
 AB4129  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AB4129
 AB4129  HORZ ORDER  -  B
 AB4129  ELLP ORDER  -  FOURTH    CLASS I
 AB4129
 AB4129.This mark is at Harvard State Airport (08K)
 AB4129
 AB4129.The horizontal coordinates were established by GPS observations
 AB4129.and adjusted by the National Geodetic Survey in June 1996..
 AB4129
 AB4129.The orthometric height was determined by GPS observations and a
 AB4129.high-resolution geoid model.
 AB4129
 AB4129.GPS derived orthometric heights for airport stations designated as
 AB4129.PACS or SACS are published to 2 decimal places.  This maintains
 AB4129.centimeter relative accuracy between the PACS and SACS.  It does
 AB4129.not indicate centimeter accuracy relative to other marks which are
 AB4129.part of the NAVD 88 network.
 AB4129
 AB4129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4129
 AB4129.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4129
 AB4129.The ellipsoidal height was determined by GPS observations
 AB4129.and is referenced to NAD 83.
 AB4129
 AB4129.The geoid height was determined by GEOID03.
 AB4129
 AB4129;                    North         East     Units Scale Factor Converg.
 AB4129;SPC NE       -    92,500.652   662,022.709   MT  0.99976915   +1 16 11.6
 AB4129;UTM  14      - 4,500,339.773   577,464.585   MT  0.99967386   +0 35 48.9
 AB4129
 AB4129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4129!SPC NE       -   0.99991738  x   0.99976915  =   0.99968655
 AB4129!UTM  14      -   0.99991738  x   0.99967386  =   0.99959127
 AB4129
 AB4129:                Primary Azimuth Mark                     Grid Az
 AB4129:SPC NE       -  08K B                                    003 35 51.2
 AB4129:UTM  14      -  08K B                                    004 16 13.9
 AB4129
 AB4129|---------------------------------------------------------------------|
 AB4129| PID    Reference Object                     Distance      Geod. Az  |
 AB4129|                                                           dddmmss.s |
 AB4129| AB4138 08K B                               APPROX. 0.6 KM 0045202.8 |
 AB4129|---------------------------------------------------------------------|
 AB4129
 AB4129                          SUPERSEDED SURVEY CONTROL
 AB4129
 AB4129  ELLIP H (06/25/96)  526.78   (m)                       GP(       ) 1 1
 AB4129
 AB4129.Superseded values are not recommended for survey control.
 AB4129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4129.See file dsdata.txt to determine how the superseded data were derived.
 AB4129
 AB4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7746500340(NAD 83)
 AB4129_MARKER: I = METAL ROD
 AB4129_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4129_STAMPING: 08K A 1995
 AB4129_MARK LOGO: NGS   
 AB4129_PROJECTION: FLUSH
 AB4129_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4129+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 AB4129_ROD/PIPE-DEPTH: 8.47 meters
 AB4129_SLEEVE-DEPTH  : 1 meters
 AB4129
 AB4129  HISTORY     - Date     Condition        Report By
 AB4129  HISTORY     - 1995     MONUMENTED       NGS
 AB4129  HISTORY     - 19970612 GOOD             NGS
 AB4129  HISTORY     - 20000605 GOOD             NEDR
 AB4129
 AB4129                          STATION DESCRIPTION
 AB4129
 AB4129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4129'STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) EAST-NORTHEAST OF HASTINGS,
 AB4129'2.5 MI (4.0 KM) NORTH-NORTHEAST OF HARVARD, AT THE HARVARD STATE
 AB4129'AIRFIELD, AT THE WINDSOCK WITH SEGMENTED CIRCLE.  OWNERSHIP--NEBRASKA
 AB4129'DEPARTMENT OF AERONAUTICS, PO BOX 82088, LINCOLN NE 68501.  AIRPORT
 AB4129'MANAGER IS JOHN JOHNSTON, RR 1, BOX 16, HARVARD NE 68944.  PHONE (402)
 AB4129'772-3291.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6
 AB4129'AND STATE HIGHWAY 14 SOUTH (ABOUT 19.0 MI (30.6 KM) EAST OF HASTINGS),
 AB4129'GO WEST ON U.S. HIGHWAY 6 FOR 3.0 MI (4.8 KM) TO A INTERSECTION, TURN
 AB4129'RIGHT AND GO NORTH ON STATE HIGHWAY 18 A SPUR FOR 1.95 MI (3.14 KM) TO
 AB4129'AN INTERSECTION AND PAVED ROAD CURVES RIGHT, TURN RIGHT AND GO EAST ON
 AB4129'PAVED ROAD FOR 1.0 MI (1.6 KM) TO AN INTERSECTION AND A CEMETERY ON
 AB4129'THE LEFT, TURN LEFT AND GO NORTH ON AIRPORT ROAD (PAVED THEN GRAVEL)
 AB4129'FOR 2.45 MI (3.94 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST
 AB4129'ON THE GRAVEL ROAD THEN AN OLD APRON FOR 0.25 MI (0.40 KM) TO A GATE
 AB4129'AHEAD, CONTINUE AHEAD, PASS THROUGH GATE AND GO EAST ON THE APRON FOR
 AB4129'0.05 MI (0.08 KM) TO THE EAST EDGE OF THE PAVEMENT, TURN LEFT AND GO
 AB4129'NORTH ON THE APRON EDGE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE STATION
 AB4129'ON THE RIGHT INSIDE THE SEGMENTED CIRCLE AROUND THE WINDSOCK.  THE
 AB4129'STATION IS 47.0 FT (14.3 M) SOUTH OF THE WINDSOCK POLE, 5.2 FT (1.6 M)
 AB4129'NORTHEAST OF THE NORTHEAST CORNER OF A SEGMENT OF THE CIRCLE WITH A
 AB4129'WITNESS POST AND 5.0 FT (1.5 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 AB4129'SEGMENT OF THE CIRCLE. NOTE--THIS STATION WAS USED AS AN AREA
 AB4129'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4129
 AB4129                          STATION RECOVERY (1997)
 AB4129
 AB4129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4129'RECOVERED AS DESCRIBED.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
 AB4129
 AB4129                          STATION RECOVERY (2000)
 AB4129
 AB4129'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4129'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4138 ***********************************************************************
 AB4138  SACS        -  This is a Secondary Airport Control Station.
 AB4138  DESIGNATION -  08K B
 AB4138  PID         -  AB4138
 AB4138  STATE/COUNTY-  NE/CLAY
 AB4138  USGS QUAD   -  HARVARD NE (1983)
 AB4138
 AB4138                         *CURRENT SURVEY CONTROL
 AB4138  ___________________________________________________________________
 AB4138* NAD 83(1995)-  40 39 19.85433(N)    098 04 59.38515(W)     ADJUSTED  
 AB4138* NAVD 88     -       552.37   (meters)    1812.2    (feet)  GPS OBS   
 AB4138  ___________________________________________________________________
 AB4138  X           -    -681,397.644 (meters)                     COMP
 AB4138  Y           -  -4,797,856.400 (meters)                     COMP
 AB4138  Z           -   4,133,819.448 (meters)                     COMP
 AB4138  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 AB4138  ELLIP HEIGHT-         526.66  (meters)          (01/08/02) GPS OBS
 AB4138  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AB4138
 AB4138  HORZ ORDER  -  FIRST
 AB4138  ELLP ORDER  -  FOURTH    CLASS II
 AB4138
 AB4138.This mark is at Harvard State Airport (08K)
 AB4138
 AB4138.The horizontal coordinates were established by GPS observations
 AB4138.and adjusted by the National Geodetic Survey in September 1998..
 AB4138
 AB4138.The orthometric height was determined by GPS observations and a
 AB4138.high-resolution geoid model.
 AB4138
 AB4138.GPS derived orthometric heights for airport stations designated as
 AB4138.PACS or SACS are published to 2 decimal places.  This maintains
 AB4138.centimeter relative accuracy between the PACS and SACS.  It does
 AB4138.not indicate centimeter accuracy relative to other marks which are
 AB4138.part of the NAVD 88 network.
 AB4138
 AB4138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4138
 AB4138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4138
 AB4138.The ellipsoidal height was determined by GPS observations
 AB4138.and is referenced to NAD 83.
 AB4138
 AB4138.The geoid height was determined by GEOID03.
 AB4138
 AB4138;                    North         East     Units Scale Factor Converg.
 AB4138;SPC NE       -    93,082.561   662,059.295   MT  0.99976781   +1 16 13.0
 AB4138;UTM  14      - 4,500,921.157   577,507.999   MT  0.99967394   +0 35 50.5
 AB4138
 AB4138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4138!SPC NE       -   0.99991739  x   0.99976781  =   0.99968522
 AB4138!UTM  14      -   0.99991739  x   0.99967394  =   0.99959136
 AB4138
 AB4138:                Primary Azimuth Mark                     Grid Az
 AB4138:SPC NE       -  08K A                                    183 35 51.2
 AB4138:UTM  14      -  08K A                                    184 16 13.7
 AB4138
 AB4138|---------------------------------------------------------------------|
 AB4138| PID    Reference Object                     Distance      Geod. Az  |
 AB4138|                                                           dddmmss.s |
 AB4138| AB4129 08K A                               APPROX. 0.6 KM 1845204.2 |
 AB4138|---------------------------------------------------------------------|
 AB4138
 AB4138                          SUPERSEDED SURVEY CONTROL
 AB4138
 AB4138  ELLIP H (09/17/98)  526.70   (m)                       GP(       ) 4 2
 AB4138
 AB4138.Superseded values are not recommended for survey control.
 AB4138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4138.See file dsdata.txt to determine how the superseded data were derived.
 AB4138
 AB4138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7750800921(NAD 83)
 AB4138_MARKER: I = METAL ROD
 AB4138_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4138_STAMPING: 08K B 1995
 AB4138_MARK LOGO: NGS   
 AB4138_PROJECTION: FLUSH
 AB4138_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4138+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1997
 AB4138_ROD/PIPE-DEPTH: 7.86 meters
 AB4138_SLEEVE-DEPTH  : 1 meters
 AB4138
 AB4138  HISTORY     - Date     Condition        Report By
 AB4138  HISTORY     - 1995     MONUMENTED       NGS
 AB4138  HISTORY     - 19970612 GOOD             NGS
 AB4138
 AB4138                          STATION DESCRIPTION
 AB4138
 AB4138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4138'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) EAST-NORTHEAST OF
 AB4138'HASTINGS, 2.5 MI (4.0 KM) NORTH-NORTHEAST OF HARVARD, AT THE HARVARD
 AB4138'STATE AIRFIELD AND NEAR THE APPROACH END OF RUNWAY 17.
 AB4138'OWNERSHIP--NEBRASKA DEPARTMENT OF AERONAUTICS, PO BOX 82088, LINCOLN
 AB4138'NE 68501.  AIRPORT MANAGER IS JOHN JOHNSTON, RR 1, BOX 16, HARVARD NE
 AB4138'68944, PHONE (402) 772-3291.  TO REACH THE STATION FROM THE JUNCTION
 AB4138'OF U.S. HIGHWAY 6 AND STATE HIGHWAY 14 SOUTH (ABOUT 19.0 MI (30.6 KM)
 AB4138'EAST OF HASTINGS), GO WEST ON HIGHWAY 6 FOR 3.0 MI (4.8 KM) TO AN
 AB4138'INTERSECTION, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 18 A SPUR FOR
 AB4138'1.95 MI (3.14 KM) TO AN INTERSECTION AND PAVED ROAD CURVES RIGHT, TURN
 AB4138'RIGHT AND GO EAST ON PAVED ROAD FOR 1.0 MI (1.6 KM) TO AN INTERSECTION
 AB4138'AND A CEMETERY ON THE LEFT, TURN LEFT AND GO NORTH ON AIRPORT ROAD
 AB4138'(PAVED THEN GRAVEL) FOR 1.6 MI (2.6 KM) TO A GRAVEL ROAD RIGHT, TURN
 AB4138'RIGHT AND GO EAST ON THE GRAVEL ROAD THEN A OLD APRON FOR 0.25 MI
 AB4138'(0.40 KM) TO A GATE AHEAD, CONTINUE AHEAD, PASS THROUGH GATE AND GO
 AB4138'EAST ON THE APRON FOR 0.05 MI (0.08 KM) TO THE EAST EDGE OF THE
 AB4138'PAVEMENT, TURN LEFT AND GO NORTH ON THE APRON EDGE TAXIWAY FOR 0.4 MI
 AB4138'(0.6 KM) TO A CONNECTOR TAXIWAY RIGHT, TURN RIGHT AND GO EAST ON THE
 AB4138'CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 AB4138'THE STATION IS 173.5 FT (52.9 M) WEST OF THE RUNWAY CENTER, 76.4 FT
 AB4138'(23.3 M) EAST-NORTHEAST OF THE SOUTH END OF A CULVERT, 35.3 FT (10.8
 AB4138'M) SOUTH OF THE CONNECTOR TAXIWAY CENTER, 5.9 FT (1.8 M)
 AB4138'SOUTH-SOUTHWEST OF A REFLECTIVE TAXIWAY MARKER AND 1.5 FT (0.5 M)
 AB4138'NORTH OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4138
 AB4138                          STATION RECOVERY (1997)
 AB4138
 AB4138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4138'RECOVERED AS DESCRIBED.  THIS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4139 ***********************************************************************
 AB4139  SACS        -  This is a Secondary Airport Control Station.
 AB4139  DESIGNATION -  08K C
 AB4139  PID         -  AB4139
 AB4139  STATE/COUNTY-  NE/CLAY
 AB4139  USGS QUAD   -  HARVARD NE (1983)
 AB4139
 AB4139                         *CURRENT SURVEY CONTROL
 AB4139  ___________________________________________________________________
 AB4139* NAD 83(1995)-  40 38 39.25094(N)    098 04 59.91854(W)     ADJUSTED  
 AB4139* NAVD 88     -       549.69   (meters)    1803.4    (feet)  GPS OBS   
 AB4139  ___________________________________________________________________
 AB4139  X           -    -681,524.499 (meters)                     COMP
 AB4139  Y           -  -4,798,660.480 (meters)                     COMP
 AB4139  Z           -   4,132,867.363 (meters)                     COMP
 AB4139  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 AB4139  ELLIP HEIGHT-         523.97  (meters)          (01/08/02) GPS OBS
 AB4139  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AB4139
 AB4139  HORZ ORDER  -  FIRST
 AB4139  ELLP ORDER  -  FOURTH    CLASS II
 AB4139
 AB4139.This mark is at Harvard State Airport (08K)
 AB4139
 AB4139.The horizontal coordinates were established by GPS observations
 AB4139.and adjusted by the National Geodetic Survey in September 1998..
 AB4139
 AB4139.The orthometric height was determined by GPS observations and a
 AB4139.high-resolution geoid model.
 AB4139
 AB4139.GPS derived orthometric heights for airport stations designated as
 AB4139.PACS or SACS are published to 2 decimal places.  This maintains
 AB4139.centimeter relative accuracy between the PACS and SACS.  It does
 AB4139.not indicate centimeter accuracy relative to other marks which are
 AB4139.part of the NAVD 88 network.
 AB4139
 AB4139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4139
 AB4139.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4139
 AB4139.The ellipsoidal height was determined by GPS observations
 AB4139.and is referenced to NAD 83.
 AB4139
 AB4139.The geoid height was determined by GEOID03.
 AB4139
 AB4139;                    North         East     Units Scale Factor Converg.
 AB4139;SPC NE       -    91,830.411   662,074.527   MT  0.99977072   +1 16 12.7
 AB4139;UTM  14      - 4,499,669.034   577,508.523   MT  0.99967394   +0 35 49.6
 AB4139
 AB4139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4139!SPC NE       -   0.99991781  x   0.99977072  =   0.99968855
 AB4139!UTM  14      -   0.99991781  x   0.99967394  =   0.99959178
 AB4139
 AB4139                          SUPERSEDED SURVEY CONTROL
 AB4139
 AB4139  ELLIP H (09/17/98)  524.01   (m)                       GP(       ) 4 2
 AB4139
 AB4139.Superseded values are not recommended for survey control.
 AB4139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4139.See file dsdata.txt to determine how the superseded data were derived.
 AB4139
 AB4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7750999669(NAD 83)
 AB4139_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4139_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB4139_SP_SET: 4FT X 9 FT STORM DRAIN FOOTING
 AB4139_STAMPING: 08K C 1995
 AB4139_MARK LOGO: NGS   
 AB4139_PROJECTION: FLUSH
 AB4139_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4139+STABILITY: SURFACE MOTION
 AB4139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4139+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1997
 AB4139
 AB4139  HISTORY     - Date     Condition        Report By
 AB4139  HISTORY     - 1995     MONUMENTED       NGS
 AB4139  HISTORY     - 19970612 GOOD             NGS
 AB4139
 AB4139                          STATION DESCRIPTION
 AB4139
 AB4139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4139'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) EAST-NORTHEAST OF
 AB4139'HASTINGS, 2.5 MI (4.0 KM) NORTH-NORTHEAST OF HARVARD, AT THE HARVARD
 AB4139'STATE AIRFIELD AND IN THE GRASS MEDIAN FORMED BY THE RUNWAY AND
 AB4139'TAXIWAYS NEAR THE APPROACH END OF RUNWAY 35.  OWNERSHIP--NEBRASKA
 AB4139'DEPARTMENT OF AERONAUTICS, PO BOX 82088, LINCOLN NE 68501.  AIRPORT
 AB4139'MANAGER IS JOHN JOHNSTON, RR 1, BOX 16, HARVARD NE 68944.  PHONE (402)
 AB4139'772-3291.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND
 AB4139'STATE HIGHWAY 14 SOUTH (ABOUT 19.0 MI (30.6 KM) EAST OF HASTINGS), GO
 AB4139'WEST ON US HIGHWAY 6 FOR 3.0 MI (4.8 KM) TO AN INTERSECTION, TURN
 AB4139'RIGHT AND GO NORTH ON STATE HIGHWAY 18 A SPUR FOR 1.95 MI (3.14 KM) TO
 AB4139'AN INTERSECTION AND PAVED ROAD CURVES RIGHT, TURN RIGHT AND GO EAST ON
 AB4139'PAVED ROAD FOR 1.0 MI (1.6 KM) TO AN INTERSECTION AND A CEMETERY ON
 AB4139'THE LEFT, TURN LEFT AND GO NORTH ON AIRPORT ROAD (PAVED THEN GRAVEL)
 AB4139'FOR 1.6 MI (2.6 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST ON
 AB4139'THE GRAVEL ROAD THEN AN OLD APRON FOR 0.25 MI (0.40 KM) TO A GATE
 AB4139'AHEAD, CONTINUE AHEAD, PASS THROUGH GATE AND GO EAST ON THE APRON FOR
 AB4139'0.05 MI (0.08 KM) TO THE EAST EDGE OF THE PAVEMENT, TURN RIGHT AND GO
 AB4139'SOUTH ON THE PARALLEL TAXIWAY FOR 0.35 MI (0.56 KM) TO THE STATION ON
 AB4139'THE LEFT.  THE STATION IS SET INTO THE SOUTHEAST CORNER OF A 4FT X 9FT
 AB4139'STORM DRAIN FOOTING, 262.5 FT (80.0 M) EAST OF THE TAXIWAY CENTER,
 AB4139'249.5 FT (76.0 M) EAST OF THE RUNWAY CENTER, 1.3 FT (0.4 M) NORTHEAST
 AB4139'OF A 7 FT (2.1 M) TALL 1 INCH IN DIAMETER PVC PIPE, 0.6 FT (18.3 CM)
 AB4139'NORTH OF THE SOUTH EDGE OF THE FOOTING AND 0.5 FT (15.2 CM) WEST OF
 AB4139'THE EAST EDGE OF THE DRAIN FOOTING WITH A WITNESS POST.  NOTE--THIS
 AB4139'STATION MAY BE A SHORT PACK.  THIS STATION TO BE USED AS SACS.
 AB4139
 AB4139                          STATION RECOVERY (1997)
 AB4139
 AB4139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4139'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4173 ***********************************************************************
 AB4173  SACS        -  This is a Secondary Airport Control Station.
 AB4173  DESIGNATION -  0V3 A
 AB4173  PID         -  AB4173
 AB4173  STATE/COUNTY-  NE/KEARNEY
 AB4173  USGS QUAD   -  MINDEN NORTH (1969)
 AB4173
 AB4173                         *CURRENT SURVEY CONTROL
 AB4173  ___________________________________________________________________
 AB4173* NAD 83(1995)-  40 31 10.50931(N)    098 56 53.99871(W)     ADJUSTED  
 AB4173* NAVD 88     -       656.67   (meters)    2154.4    (feet)  GPS OBS   
 AB4173  ___________________________________________________________________
 AB4173  X           -    -755,305.252 (meters)                     COMP
 AB4173  Y           -  -4,796,801.315 (meters)                     COMP
 AB4173  Z           -   4,122,423.842 (meters)                     COMP
 AB4173  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AB4173  ELLIP HEIGHT-         631.64  (meters)          (12/31/01) GPS OBS
 AB4173  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AB4173
 AB4173  HORZ ORDER  -  FIRST
 AB4173  ELLP ORDER  -  FOURTH    CLASS I
 AB4173
 AB4173.This mark is at Pioneer Village Fld Airport (0V3)
 AB4173
 AB4173.The horizontal coordinates were established by GPS observations
 AB4173.and adjusted by the National Geodetic Survey in September 1997..
 AB4173
 AB4173.The orthometric height was determined by GPS observations and a
 AB4173.high-resolution geoid model.
 AB4173
 AB4173.GPS derived orthometric heights for airport stations designated as
 AB4173.PACS or SACS are published to 2 decimal places.  This maintains
 AB4173.centimeter relative accuracy between the PACS and SACS.  It does
 AB4173.not indicate centimeter accuracy relative to other marks which are
 AB4173.part of the NAVD 88 network.
 AB4173
 AB4173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4173
 AB4173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4173
 AB4173.The ellipsoidal height was determined by GPS observations
 AB4173.and is referenced to NAD 83.
 AB4173
 AB4173.The geoid height was determined by GEOID03.
 AB4173
 AB4173;                    North         East     Units Scale Factor Converg.
 AB4173;SPC NE       -    76,736.774   589,101.991   MT  0.99980542   +0 41 49.0
 AB4173;UTM  14      - 4,485,430.051   504,376.673   MT  0.99960024   +0 02 00.8
 AB4173
 AB4173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4173!SPC NE       -   0.99990093  x   0.99980542  =   0.99970636
 AB4173!UTM  14      -   0.99990093  x   0.99960024  =   0.99950120
 AB4173
 AB4173|---------------------------------------------------------------------|
 AB4173| PID    Reference Object                     Distance      Geod. Az  |
 AB4173|                                                           dddmmss.s |
 AB4173| LH1416 WARP MCBRIDE                        367.036 METERS 15910     |
 AB4173|---------------------------------------------------------------------|
 AB4173
 AB4173                          SUPERSEDED SURVEY CONTROL
 AB4173
 AB4173  ELLIP H (09/18/97)  631.68   (m)                       GP(       ) 4 1
 AB4173
 AB4173.Superseded values are not recommended for survey control.
 AB4173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4173.See file dsdata.txt to determine how the superseded data were derived.
 AB4173
 AB4173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0437785430(NAD 83)
 AB4173_MARKER: I = METAL ROD
 AB4173_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4173_STAMPING: OV3 A 1995
 AB4173_MARK LOGO: NGS   
 AB4173_PROJECTION: FLUSH
 AB4173_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4173+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1997
 AB4173_ROD/PIPE-DEPTH: 8.63 meters
 AB4173_SLEEVE-DEPTH  : 1 meters
 AB4173
 AB4173  HISTORY     - Date     Condition        Report By
 AB4173  HISTORY     - 1995     MONUMENTED       NGS
 AB4173  HISTORY     - 19970712 GOOD             NGS
 AB4173
 AB4173                          STATION DESCRIPTION
 AB4173
 AB4173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4173'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF KEARNEY,
 AB4173'1.0 MI (1.6 KM) NORTH OF MINDEN, AT THE MINDEN/PIONEER VILLAGE FIELD
 AB4173'AIRPORT AND AT THE NORTHWEST CORNER OF THE TURNAROUND NEAR THE
 AB4173'APPROACH END OF RUNWAY 16.  OWNERSHIP--MINDEN AIRPORT AUTHORITY, PO
 AB4173'BOX 295, MINDEN NE 68959.  THE AIRPORT MANAGER IS DON BONTZ, PHONE
 AB4173'(308) 832-0253.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS
 AB4173'6/34 AND STATE HIGHWAY 10 IN MINDEN, GO NORTH ON STATE HIGHWAY 10 FOR
 AB4173'0.9 MI (1.4 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE
 AB4173'AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO A GRAVEL ROAD LEFT AND A
 AB4173'PAVED CUL-DE-SAC AHEAD, BEAR LEFT AND GO NORTH ON A GRAVEL ROAD FOR
 AB4173'150 FT (45.7 M) TO A TAXIWAY, BEAR RIGHT AND GO NORTHEAST ON THE
 AB4173'TAXIWAY FOR 0.1 MI (0.2 KM) TO THE PAVED RUNWAY, TURN LEFT AND GO
 AB4173'NORTH-NORTHWEST ON THE RUNWAY FOR 0.2 MI (0.3 KM) TO THE TURNAROUND
 AB4173'AND THE STATION ON THE LEFT.  THE STATION IS 47.4 FT (14.4 M)
 AB4173'WEST-SOUTHWEST OF A TAXIWAY LIGHT (I-15), 31.9 FT (9.7 M) NORTH OF A
 AB4173'TAXIWAY LIGHT (I-13), 11.8 FT (3.6 M) EAST-SOUTHEAST FROM THE
 AB4173'NORTHWESTERMOST TAXIWAY LIGHT AND 3.0 FT (0.9 M) NORTH-NORTHWEST FROM
 AB4173'THE NORTHWEST CORNER OF THE CONCRETE TURNAROUND PAVEMENT.  THIS
 AB4173'STATION TO BE USED AS SACS.
 AB4173
 AB4173                          STATION RECOVERY (1997)
 AB4173
 AB4173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4173'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF KEARNEY,
 AB4173'1.0 MI (1.6 KM) NORTH OF MINDEN, AT THE MINDEN/PIONEER VILLAGE FIELD
 AB4173'AIRPORT AND AT THE NORTHWEST CORNER OF THE TURNAROUND NEAR THE
 AB4173'APPROACH END OF RUNWAY 16.  OWNERSHIP--MINDEN AIRPORT AUTHORITY, PO
 AB4173'BOX 295, MINDEN, NE 68959.  THE AIRPORT MANAGER IS DON BONTZ, PHONE
 AB4173'(308) 832-0253.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS
 AB4173'6/34 AND STATE HIGHWAY 10 IN MINDEN, GO NORTH ON STATE HIGHWAY 10 FOR
 AB4173'0.9 MI (1.4 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE
 AB4173'AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO A GRAVEL ROAD LEFT AND A
 AB4173'PAVED CUL-DE-SAC AHEAD, BEAR LEFT AND GO NORTH ON A GRAVEL ROAD FOR
 AB4173'150 FT (45.7 M) TO A TAXIWAY, BEAR RIGHT AND GO NORTHEAST ON THE
 AB4173'TAXIWAY FOR 0.1 MI (0.2 KM) TO THE PAVED RUNWAY, TURN LEFT AND GO
 AB4173'NORTH NORTHWEST ON THE RUNWAY FOR 0.2 MI (0.3 KM) THE TURNAROUND AND
 AB4173'THE STATION ON THE LEFT.  THE STATION IS 47.4 FT (14.4 M) WEST
 AB4173'SOUTHWEST OF A TAXIWAY LIGHT (I-15) , 31.9 NORTH OF A TAXIWAY LIGHT
 AB4173'(I-13) , 11.8 FT (3.6 M) EAST SOUTHEAST FROM THE MOST NORTHWESTERLY
 AB4173'TAXIWAY LIGHT AND 3.0 FT (0.9 M) NORTH NORTHWEST FROM THE NORTHWEST
 AB4173'CORNER OF THE CONCRETE TURN AROUND PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1586 ***********************************************************************
 MK1586  DESIGNATION -  1
 MK1586  PID         -  MK1586
 MK1586  STATE/COUNTY-  NE/NANCE
 MK1586  USGS QUAD   -  GENOA (1958)
 MK1586
 MK1586                         *CURRENT SURVEY CONTROL
 MK1586  ___________________________________________________________________
 MK1586* NAD 83(1986)-  41 26 30.     (N)    097 44 37.     (W)     SCALED    
 MK1586* NAVD 88     -       477.635  (meters)    1567.04   (feet)  ADJUSTED  
 MK1586  ___________________________________________________________________
 MK1586  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 MK1586  DYNAMIC HT  -         477.413 (meters)    1566.31  (feet)  COMP
 MK1586  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 MK1586
 MK1586  VERT ORDER  -  SECOND    CLASS 0
 MK1586
 MK1586.The horizontal coordinates were scaled from a topographic map and have
 MK1586.an estimated accuracy of +/- 6 seconds.
 MK1586
 MK1586.The orthometric height was determined by differential leveling
 MK1586.and adjusted by the National Geodetic Survey in June 1991..
 MK1586
 MK1586.The geoid height was determined by GEOID03.
 MK1586
 MK1586.The dynamic height is computed by dividing the NAVD 88
 MK1586.geopotential number by the normal gravity value computed on the
 MK1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1586.degrees latitude (g = 980.6199 gals.).
 MK1586
 MK1586.The modeled gravity was interpolated from observed gravity values.
 MK1586
 MK1586;                    North         East    Units  Estimated Accuracy
 MK1586;SPC NE       -   181,030.      688,480.      MT  (+/- 180 meters Scaled)
 MK1586
 MK1586                          SUPERSEDED SURVEY CONTROL
 MK1586
 MK1586  NGVD 29 (??/??/92)  477.426  (m)         1566.36   (f) ADJ UNCH    2 0
 MK1586
 MK1586.Superseded values are not recommended for survey control.
 MK1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1586.See file dsdata.txt to determine how the superseded data were derived.
 MK1586
 MK1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL049885(NAD 83)
 MK1586_MARKER: DB = BENCH MARK DISK
 MK1586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1586_SP_SET: BRIDGE
 MK1586_STAMPING: NO 1 1950
 MK1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1586
 MK1586  HISTORY     - Date     Condition        Report By
 MK1586  HISTORY     - 1950     MONUMENTED       USGS
 MK1586  HISTORY     - 1950     GOOD             NGS
 MK1586
 MK1586                          STATION DESCRIPTION
 MK1586
 MK1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1586'1.1 MI SW FROM GENOA.
 MK1586'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1586'AT GENOA, 12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 MK1586'THE TOP OF THE NORTHEAST WINGWALL OF A STEEL BRIDGE OVER BEAVER
 MK1586'CREEK, 1.5 FEET EAST OF THE NORTH END OF THE EAST GUARD RAIL OF
 MK1586'THE BRIDGE, LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0521 ***********************************************************************
 NO0521  DESIGNATION -  1 F
 NO0521  PID         -  NO0521
 NO0521  STATE/COUNTY-  NE/CHERRY
 NO0521  USGS QUAD   -  VALENTINE SOUTH (1983)
 NO0521
 NO0521                         *CURRENT SURVEY CONTROL
 NO0521  ___________________________________________________________________
 NO0521* NAD 83(1986)-  42 46 28.     (N)    100 32 11.     (W)     SCALED    
 NO0521* NAVD 88     -       825.140  (meters)    2707.15   (feet)  ADJUSTED  
 NO0521  ___________________________________________________________________
 NO0521  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 NO0521  DYNAMIC HT  -         824.799 (meters)    2706.03  (feet)  COMP
 NO0521  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 NO0521
 NO0521  VERT ORDER  -  FIRST     CLASS II
 NO0521
 NO0521.The horizontal coordinates were scaled from a topographic map and have
 NO0521.an estimated accuracy of +/- 6 seconds.
 NO0521
 NO0521.The orthometric height was determined by differential leveling
 NO0521.and adjusted by the National Geodetic Survey in June 1994..
 NO0521
 NO0521.The geoid height was determined by GEOID03.
 NO0521
 NO0521.The dynamic height is computed by dividing the NAVD 88
 NO0521.geopotential number by the normal gravity value computed on the
 NO0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0521.degrees latitude (g = 980.6199 gals.).
 NO0521
 NO0521.The modeled gravity was interpolated from observed gravity values.
 NO0521
 NO0521;                    North         East    Units  Estimated Accuracy
 NO0521;SPC NE       -   326,700.      456,110.      MT  (+/- 180 meters Scaled)
 NO0521
 NO0521                          SUPERSEDED SURVEY CONTROL
 NO0521
 NO0521  NGVD 29 (02/14/92)  824.859  (m)         2706.22   (f) ADJUSTED    1 2
 NO0521
 NO0521.Superseded values are not recommended for survey control.
 NO0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0521.See file dsdata.txt to determine how the superseded data were derived.
 NO0521
 NO0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN743369(NAD 83)
 NO0521_MARKER: DB = BENCH MARK DISK
 NO0521_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0521_SP_SET: PREFAB CONC. POST IN EARTH
 NO0521_STAMPING: 1 F 1947
 NO0521_MARK LOGO: USGS  
 NO0521_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0521+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1991
 NO0521
 NO0521  HISTORY     - Date     Condition        Report By
 NO0521  HISTORY     - 1947     MONUMENTED       USGS
 NO0521  HISTORY     - 19910803 GOOD             NGS
 NO0521
 NO0521                          STATION DESCRIPTION
 NO0521
 NO0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0521'13.4 KM (8.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0521'OF U.S. HIGHWAY 20 IN VALENTINE, 10.6 M (34.8 FT) WEST OF THE
 NO0521'HIGHWAY CENTERLINE, 6.3 M (20.7 FT) SOUTH OF THE CENTER OF A FIELD
 NO0521'ENTRANCE, 5.7 M (18.7 FT) NORTHEAST OF A UTILITY POLE, 0.5 M (1.6 FT)
 NO0521'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST
 NO0521'AND FENCE, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE
 NO0521'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7688 ***********************************************************************
 AI7688  DESIGNATION -  1 F RESET
 AI7688  PID         -  AI7688
 AI7688  STATE/COUNTY-  NE/CHERRY
 AI7688  USGS QUAD   -  VALENTINE SOUTH (1983)
 AI7688
 AI7688                         *CURRENT SURVEY CONTROL
 AI7688  ___________________________________________________________________
 AI7688* NAD 83(1986)-  42 46 27.     (N)    100 32 13.     (W)     SCALED    
 AI7688* NAVD 88     -       825.93   (meters)    2709.7    (feet)  RESET     
 AI7688  ___________________________________________________________________
 AI7688  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AI7688
 AI7688  VERT ORDER  -  THIRD
 AI7688
 AI7688.The horizontal coordinates were scaled from a topographic map and have
 AI7688.an estimated accuracy of +/- 6 seconds.
 AI7688
 AI7688.The orthometric height was computed from unverified reset data.
 AI7688.No vertical observational check was made to the station.
 AI7688
 AI7688.The geoid height was determined by GEOID03.
 AI7688
 AI7688;                    North         East    Units  Estimated Accuracy
 AI7688;SPC NE       -   326,670.      456,060.      MT  (+/- 180 meters Scaled)
 AI7688
 AI7688                          SUPERSEDED SURVEY CONTROL
 AI7688
 AI7688.No superseded survey control is available for this station.
 AI7688
 AI7688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN742368(NAD 83)
 AI7688_MARKER: DB = BENCH MARK DISK
 AI7688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7688_STAMPING: 1 F 1947 RESET 1995
 AI7688_MARK LOGO: USGS  
 AI7688_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI7688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7688+STABILITY: SURFACE MOTION
 AI7688
 AI7688  HISTORY     - Date     Condition        Report By
 AI7688  HISTORY     - 1995     MONUMENTED       NGS
 AI7688
 AI7688                          STATION DESCRIPTION
 AI7688
 AI7688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AI7688'TO REACH THE MARK FROM THE JUNCTION OF US HIGHWAYS 83 AND 20, ABOUT 5
 AI7688'MILES (8.0 KM) SOUTH-SOUTHEAST FROM VALENTINE, GO SOUTH ON HIGHWAY 83
 AI7688'FOR 3.0 MILES (4.8 KM) TO THE MARK ON THE LEFT, ON THE EAST
 AI7688'RIGHT-OF-WAY OF THE HIGHWAY, IN THE SW1/4, SEC6, T32N, R27W.  THE DISK
 AI7688'IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 0.1
 AI7688'FOOT (3.0 CM) ABOVE THE GROUND.  IT IS 115.5 FEET (35.2 M) EAST FROM
 AI7688'THE CENTERLINE OF THE HIGHWAY, 104.2 FEET (31.8 M) SOUTH FROM A
 AI7688'T-FENCE LINE EAST, THE HALF-SECTION FENCELINE, 2.2 FEET (0.7 M) NORTH
 AI7688'FROM A WITNESS POST AND 1.0 FEET (0.3 M) WEST FROM THE EAST
 AI7688'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0137 ***********************************************************************
 NO0137  DESIGNATION -  1 HT
 NO0137  PID         -  NO0137
 NO0137  STATE/COUNTY-  NE/CHERRY
 NO0137  USGS QUAD   -  CROOKSTON EAST (1983)
 NO0137
 NO0137                         *CURRENT SURVEY CONTROL
 NO0137  ___________________________________________________________________
 NO0137* NAD 83(1986)-  42 54 40.     (N)    100 43 10.     (W)     SCALED    
 NO0137* NAVD 88     -       805.952  (meters)    2644.19   (feet)  ADJUSTED  
 NO0137  ___________________________________________________________________
 NO0137  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 NO0137  DYNAMIC HT  -         805.629 (meters)    2643.13  (feet)  COMP
 NO0137  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 NO0137
 NO0137  VERT ORDER  -  FIRST     CLASS II
 NO0137
 NO0137.The horizontal coordinates were scaled from a topographic map and have
 NO0137.an estimated accuracy of +/- 6 seconds.
 NO0137
 NO0137.The orthometric height was determined by differential leveling
 NO0137.and adjusted by the National Geodetic Survey in June 1991..
 NO0137
 NO0137.The geoid height was determined by GEOID03.
 NO0137
 NO0137.The dynamic height is computed by dividing the NAVD 88
 NO0137.geopotential number by the normal gravity value computed on the
 NO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0137.degrees latitude (g = 980.6199 gals.).
 NO0137
 NO0137.The modeled gravity was interpolated from observed gravity values.
 NO0137
 NO0137;                    North         East    Units  Estimated Accuracy
 NO0137;SPC NE       -   341,990.      441,250.      MT  (+/- 180 meters Scaled)
 NO0137
 NO0137                          SUPERSEDED SURVEY CONTROL
 NO0137
 NO0137  NGVD 29 (??/??/92)  805.649  (m)         2643.20   (f) ADJ UNCH    1 2
 NO0137
 NO0137.Superseded values are not recommended for survey control.
 NO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0137.See file dsdata.txt to determine how the superseded data were derived.
 NO0137
 NO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN596523(NAD 83)
 NO0137_MARKER: DD = SURVEY DISK
 NO0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0137_STAMPING: 1 HT 1947
 NO0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0137+STABILITY: SURFACE MOTION
 NO0137
 NO0137  HISTORY     - Date     Condition        Report By
 NO0137  HISTORY     - 1947     MONUMENTED       USGS
 NO0137  HISTORY     - 1957     GOOD             NGS
 NO0137
 NO0137                          STATION DESCRIPTION
 NO0137
 NO0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0137'2 MI E FROM CROOKSTON.
 NO0137'ABOUT 2.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0137'FROM THE STATION AT CROOKSTON, IN SECTION 22, T. 34 N., R. 29 W.,
 NO0137'8 POLES EAST OF MILE POST 279, 35 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 NO0137'RAIL, 46 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 20,
 NO0137'7 FEET NORTH OF A POLE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 NO0137'WITNESS POST, 1 FOOT LOWER THAN THE RAIL AND IN THE TOP OF A
 NO0137'CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0578 ***********************************************************************
 NO0578  DESIGNATION -  1 HT RESET
 NO0578  PID         -  NO0578
 NO0578  STATE/COUNTY-  NE/CHERRY
 NO0578  USGS QUAD   -  CROOKSTON EAST (1983)
 NO0578
 NO0578                         *CURRENT SURVEY CONTROL
 NO0578  ___________________________________________________________________
 NO0578* NAD 83(1986)-  42 54 40.     (N)    100 43 10.     (W)     SCALED    
 NO0578* NAVD 88     -       805.90   (meters)    2644.0    (feet)  RESET     
 NO0578  ___________________________________________________________________
 NO0578  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 NO0578
 NO0578  VERT ORDER  -  THIRD
 NO0578
 NO0578.The horizontal coordinates were scaled from a topographic map and have
 NO0578.an estimated accuracy of +/- 6 seconds.
 NO0578
 NO0578.The orthometric height was computed from unverified reset data.
 NO0578.No vertical observational check was made to the station.
 NO0578
 NO0578.The geoid height was determined by GEOID03.
 NO0578
 NO0578;                    North         East    Units  Estimated Accuracy
 NO0578;SPC NE       -   341,990.      441,250.      MT  (+/- 180 meters Scaled)
 NO0578
 NO0578                          SUPERSEDED SURVEY CONTROL
 NO0578
 NO0578  NGVD 29 (08/02/06)  805.59   (m)         2643.0    (f) RESET       3  
 NO0578
 NO0578.Superseded values are not recommended for survey control.
 NO0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0578.See file dsdata.txt to determine how the superseded data were derived.
 NO0578
 NO0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN596523(NAD 83)
 NO0578_MARKER: DV = VERTICAL CONTROL DISK
 NO0578_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0578_SP_SET: METAL PIPE IN CONCRETE
 NO0578_STAMPING: 1 HT 1947 RESET 1984
 NO0578_MARK LOGO: USGS  
 NO0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0578+STABILITY: SURFACE MOTION
 NO0578
 NO0578  HISTORY     - Date     Condition        Report By
 NO0578  HISTORY     - 1984     MONUMENTED       USGS
 NO0578
 NO0578                          STATION DESCRIPTION
 NO0578
 NO0578'DESCRIBED BY US GEOLOGICAL SURVEY 1984
 NO0578'APPROXIMATELY 2.1 MILES (3.4 KM) SOUTHEAST ALONG US HIGHWAY 20, 8
 NO0578'POLES EAST OF RAILROAD MILEPOST 279, T 34 N, R 29 W, NEAR QUARTER
 NO0578'CORNER BETWEEN SECTIONS 15 AND 22, 63 FEET (19.2 M) NORTH AND 244
 NO0578'FEET (74.4 M) EAST OF HIGHWAY 20 AT QUARTER SECTION LINE FENCE NORTH,
 NO0578'22 FEET (6.7 M) SOUTH OF CENTERLINE OF RAILROAD, SET MIDWAY BETWEEN
 NO0578'TELEPHONE POLE AND GUY WIRE, CENTERED IN A DRAIN TILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0777 ***********************************************************************
 LG0777  DESIGNATION -  1 J
 LG0777  PID         -  LG0777
 LG0777  STATE/COUNTY-  NE/SALINE
 LG0777  USGS QUAD   -  DORCHESTER (1964)
 LG0777
 LG0777                         *CURRENT SURVEY CONTROL
 LG0777  ___________________________________________________________________
 LG0777* NAD 83(1995)-  40 39 15.56747(N)    097 00 32.36298(W)     ADJUSTED  
 LG0777* NAVD 88     -       439.7    (meters)    1443.     (feet)  VERTCON   
 LG0777  ___________________________________________________________________
 LG0777  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 LG0777  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 LG0777
 LG0777  HORZ ORDER  -  THIRD
 LG0777  VERT ORDER  -  THIRD ? (See Below)
 LG0777
 LG0777.The horizontal coordinates were established by classical geodetic methods
 LG0777.and adjusted by the National Geodetic Survey in August 1997..
 LG0777.No horizontal observational check was made to the station.
 LG0777
 LG0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0777.The vertical order pertains to the NGVD 29 superseded value.
 LG0777
 LG0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0777
 LG0777.The geoid height was determined by GEOID03.
 LG0777
 LG0777;                    North         East     Units Scale Factor Converg.
 LG0777;SPC NE       -    95,527.889   752,850.237   MT  0.99976811   +1 58 55.7
 LG0777;UTM  14      - 4,502,290.709   668,323.963   MT  0.99994875   +1 17 50.8
 LG0777
 LG0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0777!SPC NE       -   0.99993522  x   0.99976811  =   0.99970334
 LG0777!UTM  14      -   0.99993522  x   0.99994875  =   0.99988397
 LG0777
 LG0777                          SUPERSEDED SURVEY CONTROL
 LG0777
 LG0777  NAD 83(1986)-  40 39 15.57535(N)    097 00 32.36193(W) AD(       ) 3
 LG0777  NAD 27      -  40 39 15.55473(N)    097 00 31.24397(W) AD(       ) 3
 LG0777  NGVD 29 (07/19/86)  439.6    (m)         1442.     (f) LEVELING    3  
 LG0777
 LG0777.Superseded values are not recommended for survey control.
 LG0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0777.See file dsdata.txt to determine how the superseded data were derived.
 LG0777
 LG0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6832402291(NAD 83)
 LG0777_MARKER: DB = BENCH MARK DISK
 LG0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0777_SP_SET: SQUARE CONCRETE MONUMENT
 LG0777_STAMPING: 1 J 1934 1942
 LG0777_MARK LOGO: USGS  
 LG0777_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0777+STABILITY: SURFACE MOTION
 LG0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0777+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1980
 LG0777
 LG0777  HISTORY     - Date     Condition        Report By
 LG0777  HISTORY     - 1934     MONUMENTED       USGS
 LG0777  HISTORY     - 1934     GOOD             USGS
 LG0777  HISTORY     - 19800611 GOOD             NGS
 LG0777
 LG0777                          STATION DESCRIPTION
 LG0777
 LG0777'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (UKN)
 LG0777'THE STATION IS ABOUT 5 MILES EAST OF DORCHESTER, 3-1/2 MILES NORTHWEST
 LG0777'OF CRETE, 2 MILES NORTH OF STATE HIGHWAY 33 AND ON THE RIGHTS-OF-WAY
 LG0777'OF TWO GRAVELED COUNTY ROADS, IN THE NORTHEAST ANGLE OF AN
 LG0777'INTERSECTION.
 LG0777'
 LG0777'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND 13TH STREETS IN
 LG0777'CRETE, GO WEST ON 13TH STREET AND STATE HIGHWAY 33 FOR 2.7 MILES TO A
 LG0777'GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR
 LG0777'2.1 MILES TO A CROSSROAD AND THE MARK.
 LG0777'
 LG0777'IT IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY, STAMPED---1
 LG0777'J-1934 1942--- SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 LG0777'THAT IS FLUSH.  IT IS 35.5 FEET NORTH OF THE CENTERLINE OF THE
 LG0777'CROSSROAD, 26.0 FEET EAST OF THE NORTH/SOUTH ROAD AND 1 FOOT
 LG0777'SOUTHWEST OF A WITNESS POST.  DISTANCES WERE MEASURED ELECTRONICALLY
 LG0777'FROM WEST AND WEST 2 BEING 402.711 METERS SOUTH OF WEST 2, 283.791
 LG0777'METER SOUTHEAST OF WEST.
 LG0777
 LG0777                          STATION RECOVERY (1934)
 LG0777
 LG0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 LG0777'RECOVERED IN GOOD CONDITION.
 LG0777
 LG0777                          STATION RECOVERY (1980)
 LG0777
 LG0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LG0777'THE STATION IS ABOUT 5 MI (8.0 KM) EAST-SOUTHEAST FROM DORCHESTER, 3.5
 LG0777'MI (5.6 KM) NORTHWEST FROM CRETE, 2.25 MI (3.62 KM) NORTH FROM STATE
 LG0777'HIGHWAY 33 AND ON THE EAST RIGHT-OF-WAY OF A COUNTY ROAD.
 LG0777'TO REACH FROM THE INTERSECTION OF MAIN AND 13TH STREETS IN CRETE, GO
 LG0777'WEST ON 13TH STREET AND STATE HIGHWAY 33 FOR 2. 7 MI (11.3 KM) TO A
 LG0777'GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR
 LG0777'2.1 MI (3.4 KM) TO A CROSSROAD AND STATION 1J IN THE NORTHEAST ANGLE
 LG0777'OF THE INTERSECTION.
 LG0777'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 LG0777'WITH THE GROUND.  IT IS 35.5 FT (10.8 M) NORTH FROM THE EAST/WEST
 LG0777'ROAD, 26.0 FT (7.9 M) EAST FROM THE NORTH/SOUTH ROAD AND 1.0 FT
 LG0777'(0.3 M) SOUTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0318 ***********************************************************************
 NO0318  DESIGNATION -  1 K W
 NO0318  PID         -  NO0318
 NO0318  STATE/COUNTY-  NE/CHERRY
 NO0318  USGS QUAD   -  MERRIMAN (1990)
 NO0318
 NO0318                         *CURRENT SURVEY CONTROL
 NO0318  ___________________________________________________________________
 NO0318* NAD 83(1986)-  42 55 31.     (N)    101 44 15.     (W)     SCALED    
 NO0318* NAVD 88     -      1001.725  (meters)    3286.49   (feet)  ADJUSTED  
 NO0318  ___________________________________________________________________
 NO0318  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 NO0318  DYNAMIC HT  -        1001.283 (meters)    3285.04  (feet)  COMP
 NO0318  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 NO0318
 NO0318  VERT ORDER  -  FIRST     CLASS II
 NO0318
 NO0318.The horizontal coordinates were scaled from a topographic map and have
 NO0318.an estimated accuracy of +/- 6 seconds.
 NO0318
 NO0318.The orthometric height was determined by differential leveling
 NO0318.and adjusted by the National Geodetic Survey in June 1991..
 NO0318
 NO0318.The geoid height was determined by GEOID03.
 NO0318
 NO0318.The dynamic height is computed by dividing the NAVD 88
 NO0318.geopotential number by the normal gravity value computed on the
 NO0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0318.degrees latitude (g = 980.6199 gals.).
 NO0318
 NO0318.The modeled gravity was interpolated from observed gravity values.
 NO0318
 NO0318;                    North         East    Units  Estimated Accuracy
 NO0318;SPC NE       -   344,750.      358,170.      MT  (+/- 180 meters Scaled)
 NO0318
 NO0318                          SUPERSEDED SURVEY CONTROL
 NO0318
 NO0318  NGVD 29 (??/??/92) 1001.297  (m)         3285.09   (f) ADJ UNCH    1 2
 NO0318
 NO0318.Superseded values are not recommended for survey control.
 NO0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0318.See file dsdata.txt to determine how the superseded data were derived.
 NO0318
 NO0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN765561(NAD 83)
 NO0318_MARKER: DD = SURVEY DISK
 NO0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0318_STAMPING: 1 K W 1948
 NO0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0318+STABILITY: SURFACE MOTION
 NO0318
 NO0318  HISTORY     - Date     Condition        Report By
 NO0318  HISTORY     - 1948     MONUMENTED       USGS
 NO0318  HISTORY     - 1957     GOOD             NGS
 NO0318
 NO0318                          STATION DESCRIPTION
 NO0318
 NO0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0318'1.8 MI W FROM MERRIMAN.
 NO0318'ABOUT 1.85 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0318'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 38 W., SECTION
 NO0318'13., ON THE WEST SIDE OF A SMALL SANDY KNOLL, IN LINE WITH A
 NO0318'ROW OF TELEPHONE POLES, 64 FEET EAST OF MILEPOST 334, 38 1/2
 NO0318'FEET SOUTH OF THE SOUTH RAIL, 43 FEET NORTH OF THE CENTER LINE
 NO0318'OF U.S. HIGHWAY 20, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN
 NO0318'WITNESS POST, ABOUT 2 FEET ABOVE THE TOP OF THE RAILS AND IN
 NO0318'THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0160 ***********************************************************************
 ML0160  DESIGNATION -  10 43
 ML0160  PID         -  ML0160
 ML0160  STATE/COUNTY-  NE/HOWARD
 ML0160  USGS QUAD   -  WOLBACH SW (1974)
 ML0160
 ML0160                         *CURRENT SURVEY CONTROL
 ML0160  ___________________________________________________________________
 ML0160* NAD 83(1986)-  41 16 17.     (N)    098 26 57.     (W)     SCALED    
 ML0160* NAVD 88     -       549.407  (meters)    1802.51   (feet)  ADJUSTED  
 ML0160  ___________________________________________________________________
 ML0160  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 ML0160  DYNAMIC HT  -         549.133 (meters)    1801.61  (feet)  COMP
 ML0160  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 ML0160
 ML0160  VERT ORDER  -  SECOND    CLASS 0
 ML0160
 ML0160.The horizontal coordinates were scaled from a topographic map and have
 ML0160.an estimated accuracy of +/- 6 seconds.
 ML0160
 ML0160.The orthometric height was determined by differential leveling
 ML0160.and adjusted by the National Geodetic Survey in June 1991..
 ML0160
 ML0160.The geoid height was determined by GEOID03.
 ML0160
 ML0160.The dynamic height is computed by dividing the NAVD 88
 ML0160.geopotential number by the normal gravity value computed on the
 ML0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0160.degrees latitude (g = 980.6199 gals.).
 ML0160
 ML0160.The modeled gravity was interpolated from observed gravity values.
 ML0160
 ML0160;                    North         East    Units  Estimated Accuracy
 ML0160;SPC NE       -   160,830.      629,890.      MT  (+/- 180 meters Scaled)
 ML0160
 ML0160                          SUPERSEDED SURVEY CONTROL
 ML0160
 ML0160  NGVD 29 (??/??/92)  549.165  (m)         1801.72   (f) ADJ UNCH    2 0
 ML0160
 ML0160.Superseded values are not recommended for survey control.
 ML0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0160.See file dsdata.txt to determine how the superseded data were derived.
 ML0160
 ML0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL461690(NAD 83)
 ML0160_MARKER: DD = SURVEY DISK
 ML0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0160_STAMPING: 10 43
 ML0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0160+STABILITY: SURFACE MOTION
 ML0160
 ML0160  HISTORY     - Date     Condition        Report By
 ML0160  HISTORY     - UNK      MONUMENTED       BOR
 ML0160  HISTORY     - 1950     GOOD             NGS
 ML0160
 ML0160                          STATION DESCRIPTION
 ML0160
 ML0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0160'4.4 MI N FROM ST PAUL.
 ML0160'0.3 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 ML0160'ST. PAUL, THENCE 4.1 MILES NORTH ALONG U.S. HIGHWAY 281, AT THE
 ML0160'JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 96, IN THE
 ML0160'SOUTHWEST CORNER OF A CULTIVATED FIELD, ON TOP OF A BANK, 48 FEET
 ML0160'EAST OF THE CENTER LINE OF U.S. HIGHWAY 281, 39 FEET NORTH OF
 ML0160'THE CENTER LINE OF STATE HIGHWAY 96, 2 FEET NORTHEAST OF A FENCE
 ML0160'CORNER, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0160'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0159 ***********************************************************************
 ML0159  DESIGNATION -  10 43 RESET
 ML0159  PID         -  ML0159
 ML0159  STATE/COUNTY-  NE/HOWARD
 ML0159  USGS QUAD   -  WOLBACH SW (1974)
 ML0159
 ML0159                         *CURRENT SURVEY CONTROL
 ML0159  ___________________________________________________________________
 ML0159* NAD 83(1986)-  41 16 17.     (N)    098 26 59.     (W)     SCALED    
 ML0159* NAVD 88     -       549.39   (+/-2cm)    1802.5    (feet)  VERTCON   
 ML0159  ___________________________________________________________________
 ML0159  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 ML0159
 ML0159  VERT ORDER  -  THIRD (See Below)
 ML0159
 ML0159.The horizontal coordinates were scaled from a topographic map and have
 ML0159.an estimated accuracy of +/- 6 seconds.
 ML0159
 ML0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0159.The vertical order pertains to the NGVD 29 superseded value.
 ML0159
 ML0159.The geoid height was determined by GEOID03.
 ML0159
 ML0159;                    North         East    Units  Estimated Accuracy
 ML0159;SPC NE       -   160,830.      629,850.      MT  (+/- 180 meters Scaled)
 ML0159
 ML0159                          SUPERSEDED SURVEY CONTROL
 ML0159
 ML0159  NGVD 29 (??/??/??)  549.15   (m)         1801.7    (f) RESET       3  
 ML0159
 ML0159.Superseded values are not recommended for survey control.
 ML0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0159.See file dsdata.txt to determine how the superseded data were derived.
 ML0159
 ML0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460690(NAD 83)
 ML0159_MARKER: DD = SURVEY DISK
 ML0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0159_STAMPING: 10 43 RESET
 ML0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0159+STABILITY: SURFACE MOTION
 ML0159
 ML0159  HISTORY     - Date     Condition        Report By
 ML0159  HISTORY     - UNK      MONUMENTED       CGS
 ML0159  HISTORY     - 1956     GOOD             NGS
 ML0159  HISTORY     - 1956     GOOD
 ML0159
 ML0159                          STATION DESCRIPTION
 ML0159
 ML0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ML0159'4 MI N FROM ST PAUL.
 ML0159'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING EAST
 ML0159'FOR 0.3 MILE ON THE MAIN STREET, THENCE NORTH ALONG U.S. HIGHWAY
 ML0159'281 FOR 4.0 MILES TO THE JUNCTION OF STATE HIGHWAY 96 EAST AND
 ML0159'THE MARK IN THE NORTHEAST ANGLE OF THE JUNCTION.  THE MARK IS
 ML0159'180 FEET EAST OF THE CENTER OF U.S. HIGHWAY 281, 38 FEET NORTH
 ML0159'OF THE CENTER OF STATE HIGHWAY 96, 5 FEET SOUTH OF A TELEPHONE
 ML0159'POLE, 5 FEET NORTH OF A POWER POLE, AND 1 FOOT WEST OF A WHITE
 ML0159'WITNESS POST.  THE DISK, A STANDARD U.S. BUREAU OF RECLAMATION
 ML0159'DISK, SET IN AN 8 X 8 INCH CONCRETE POST WHICH PROJECTS 2 INCHES
 ML0159'IS STAMPED 10 43.
 ML0159
 ML0159                          STATION RECOVERY (1956)
 ML0159
 ML0159'RECOVERED 1956
 ML0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0156 ***********************************************************************
 ML0156  DESIGNATION -  10 44
 ML0156  PID         -  ML0156
 ML0156  STATE/COUNTY-  NE/HOWARD
 ML0156  USGS QUAD   -  WOLBACH SW (1974)
 ML0156
 ML0156                         *CURRENT SURVEY CONTROL
 ML0156  ___________________________________________________________________
 ML0156* NAD 83(1986)-  41 16 03.     (N)    098 27 00.     (W)     SCALED    
 ML0156* NAVD 88     -       540.110  (meters)    1772.01   (feet)  ADJUSTED  
 ML0156  ___________________________________________________________________
 ML0156  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 ML0156  DYNAMIC HT  -         539.840 (meters)    1771.13  (feet)  COMP
 ML0156  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 ML0156
 ML0156  VERT ORDER  -  SECOND    CLASS 0
 ML0156
 ML0156.The horizontal coordinates were scaled from a topographic map and have
 ML0156.an estimated accuracy of +/- 6 seconds.
 ML0156
 ML0156.The orthometric height was determined by differential leveling
 ML0156.and adjusted by the National Geodetic Survey in June 1991..
 ML0156
 ML0156.The geoid height was determined by GEOID03.
 ML0156
 ML0156.The dynamic height is computed by dividing the NAVD 88
 ML0156.geopotential number by the normal gravity value computed on the
 ML0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0156.degrees latitude (g = 980.6199 gals.).
 ML0156
 ML0156.The modeled gravity was interpolated from observed gravity values.
 ML0156
 ML0156;                    North         East    Units  Estimated Accuracy
 ML0156;SPC NE       -   160,390.      629,830.      MT  (+/- 180 meters Scaled)
 ML0156
 ML0156                          SUPERSEDED SURVEY CONTROL
 ML0156
 ML0156  NGVD 29 (??/??/92)  539.867  (m)         1771.21   (f) ADJ UNCH    2 0
 ML0156
 ML0156.Superseded values are not recommended for survey control.
 ML0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0156.See file dsdata.txt to determine how the superseded data were derived.
 ML0156
 ML0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460685(NAD 83)
 ML0156_MARKER: DD = SURVEY DISK
 ML0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0156_STAMPING: 10 44
 ML0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0156+STABILITY: SURFACE MOTION
 ML0156
 ML0156  HISTORY     - Date     Condition        Report By
 ML0156  HISTORY     - UNK      MONUMENTED       BOR
 ML0156  HISTORY     - 1950     GOOD             NGS
 ML0156
 ML0156                          STATION DESCRIPTION
 ML0156
 ML0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0156'4.1 MI N FROM ST PAUL.
 ML0156'0.3 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 ML0156'ST. PAUL, THENCE 3.8 MILES NORTH ALONG U.S. HIGHWAY 281, 0.2
 ML0156'MILE NORTH OF THE NORTH END OF THE BRIDGE OVER THE NORTH LOUP
 ML0156'RIVER, AT A T ROAD JUNCTION, 60 FEET WEST OF THE CENTER LINE OF
 ML0156'THE HIGHWAY, 32 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING
 ML0156'WEST, 21 FEET WEST OF A POWER POLE, 6 FEET WEST OF THE CENTER OF
 ML0156'A GATE, 3 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A WITNESS POST,
 ML0156'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0155 ***********************************************************************
 ML0155  DESIGNATION -  10 44 RESET
 ML0155  PID         -  ML0155
 ML0155  STATE/COUNTY-  NE/HOWARD
 ML0155  USGS QUAD   -  WOLBACH SW (1974)
 ML0155
 ML0155                         *CURRENT SURVEY CONTROL
 ML0155  ___________________________________________________________________
 ML0155* NAD 83(1986)-  41 16 03.     (N)    098 27 00.     (W)     SCALED    
 ML0155* NAVD 88     -       539.89   (+/-2cm)    1771.3    (feet)  VERTCON   
 ML0155  ___________________________________________________________________
 ML0155  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 ML0155
 ML0155  VERT ORDER  -  THIRD (See Below)
 ML0155
 ML0155.The horizontal coordinates were scaled from a topographic map and have
 ML0155.an estimated accuracy of +/- 6 seconds.
 ML0155
 ML0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0155.The vertical order pertains to the NGVD 29 superseded value.
 ML0155
 ML0155.The geoid height was determined by GEOID03.
 ML0155
 ML0155;                    North         East    Units  Estimated Accuracy
 ML0155;SPC NE       -   160,390.      629,830.      MT  (+/- 180 meters Scaled)
 ML0155
 ML0155                          SUPERSEDED SURVEY CONTROL
 ML0155
 ML0155  NGVD 29 (??/??/??)  539.65   (m)         1770.5    (f) RESET       3  
 ML0155
 ML0155.Superseded values are not recommended for survey control.
 ML0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0155.See file dsdata.txt to determine how the superseded data were derived.
 ML0155
 ML0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460685(NAD 83)
 ML0155_MARKER: DB = BENCH MARK DISK
 ML0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0155_STAMPING: 10 44 USBR RESET
 ML0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0155+STABILITY: SURFACE MOTION
 ML0155
 ML0155  HISTORY     - Date     Condition        Report By
 ML0155  HISTORY     - UNK      MONUMENTED       CGS
 ML0155  HISTORY     - 1956     GOOD             NGS
 ML0155
 ML0155                          STATION DESCRIPTION
 ML0155
 ML0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ML0155'3.7 MI N FROM ST PAUL.
 ML0155'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING
 ML0155'EAST FOR 0.3 MILE ON THE MAIN STREET, THENCE NORTH ON U.S. HIGHWAY
 ML0155'281 FOR 3.7 MILES TO A T-ROAD WEST.  THE MARK IS 0.3 MILE NORTH
 ML0155'OF THE BRIDGE OVER THE NORTH LOUP RIVER, 130 FEET WEST OF THE
 ML0155'CENTER OF U.S. HIGHWAY 281, 38 FEET NORTH OF THE CENTER OF A
 ML0155'GRAVEL ROAD, 4 FEET OF A FENCE CORNER, 3 FEET SOUTH OF A WITNESS
 ML0155'POST, AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH WITH THE
 ML0155'SURFACE OF THE GROUND AND THE DISK IS STAMPED 10 44.  IT IS A
 ML0155'UNITED STATES BUREAU OF RECLAMATION STANDARD DISK SET IN TOP OF
 ML0155'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0194 ***********************************************************************
 ML0194  DESIGNATION -  10 46
 ML0194  PID         -  ML0194
 ML0194  STATE/COUNTY-  NE/HOWARD
 ML0194  USGS QUAD   -  WOLBACH SW (1974)
 ML0194
 ML0194                         *CURRENT SURVEY CONTROL
 ML0194  ___________________________________________________________________
 ML0194* NAD 83(1986)-  41 16 20.     (N)    098 25 51.     (W)     SCALED    
 ML0194* NAVD 88     -       545.711  (meters)    1790.39   (feet)  ADJUSTED  
 ML0194  ___________________________________________________________________
 ML0194  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 ML0194  DYNAMIC HT  -         545.438 (meters)    1789.49  (feet)  COMP
 ML0194  MODELED GRAV-     980,106.6   (mgal)                       NAVD 88
 ML0194
 ML0194  VERT ORDER  -  SECOND    CLASS 0
 ML0194
 ML0194.The horizontal coordinates were scaled from a topographic map and have
 ML0194.an estimated accuracy of +/- 6 seconds.
 ML0194
 ML0194.The orthometric height was determined by differential leveling
 ML0194.and adjusted by the National Geodetic Survey in June 1991..
 ML0194
 ML0194.The geoid height was determined by GEOID03.
 ML0194
 ML0194.The dynamic height is computed by dividing the NAVD 88
 ML0194.geopotential number by the normal gravity value computed on the
 ML0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0194.degrees latitude (g = 980.6199 gals.).
 ML0194
 ML0194.The modeled gravity was interpolated from observed gravity values.
 ML0194
 ML0194;                    North         East    Units  Estimated Accuracy
 ML0194;SPC NE       -   160,950.      631,430.      MT  (+/- 180 meters Scaled)
 ML0194
 ML0194                          SUPERSEDED SURVEY CONTROL
 ML0194
 ML0194  NGVD 29 (??/??/92)  545.469  (m)         1789.59   (f) ADJ UNCH    2 0
 ML0194
 ML0194.Superseded values are not recommended for survey control.
 ML0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0194.See file dsdata.txt to determine how the superseded data were derived.
 ML0194
 ML0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL476691(NAD 83)
 ML0194_MARKER: DD = SURVEY DISK
 ML0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0194_STAMPING: 10 46
 ML0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0194+STABILITY: SURFACE MOTION
 ML0194
 ML0194  HISTORY     - Date     Condition        Report By
 ML0194  HISTORY     - UNK      MONUMENTED       BOR
 ML0194  HISTORY     - 1950     GOOD             NGS
 ML0194
 ML0194                          STATION DESCRIPTION
 ML0194
 ML0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0194'5.4 MI N FROM ST PAUL.
 ML0194'0.3 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 ML0194'ST. PAUL, THENCE 4.1 MILES NORTH ALONG U.S. HIGHWAY 281, THENCE
 ML0194'1.0 MILE EAST ALONG STATE HIGHWAY 96, JUST NORTH OF A CURVE IN
 ML0194'THE HIGHWAY, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 ML0194'42 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST
 ML0194'TO A FARMHOUSE, 4 FEET NORTHEAST OF A FENCE CORNER, 4 FEET
 ML0194'EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE
 ML0194'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0196 ***********************************************************************
 ML0196  DESIGNATION -  10 47
 ML0196  PID         -  ML0196
 ML0196  STATE/COUNTY-  NE/HOWARD
 ML0196  USGS QUAD   -  WOLBACH SW (1974)
 ML0196
 ML0196                         *CURRENT SURVEY CONTROL
 ML0196  ___________________________________________________________________
 ML0196* NAD 83(1986)-  41 17 04.     (N)    098 25 35.     (W)     SCALED    
 ML0196* NAVD 88     -       568.977  (meters)    1866.72   (feet)  ADJUSTED  
 ML0196  ___________________________________________________________________
 ML0196  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 ML0196  DYNAMIC HT  -         568.694 (meters)    1865.79  (feet)  COMP
 ML0196  MODELED GRAV-     980,106.8   (mgal)                       NAVD 88
 ML0196
 ML0196  VERT ORDER  -  SECOND    CLASS 0
 ML0196
 ML0196.The horizontal coordinates were scaled from a topographic map and have
 ML0196.an estimated accuracy of +/- 6 seconds.
 ML0196
 ML0196.The orthometric height was determined by differential leveling
 ML0196.and adjusted by the National Geodetic Survey in June 1991..
 ML0196
 ML0196.The geoid height was determined by GEOID03.
 ML0196
 ML0196.The dynamic height is computed by dividing the NAVD 88
 ML0196.geopotential number by the normal gravity value computed on the
 ML0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0196.degrees latitude (g = 980.6199 gals.).
 ML0196
 ML0196.The modeled gravity was interpolated from observed gravity values.
 ML0196
 ML0196;                    North         East    Units  Estimated Accuracy
 ML0196;SPC NE       -   162,310.      631,770.      MT  (+/- 180 meters Scaled)
 ML0196
 ML0196                          SUPERSEDED SURVEY CONTROL
 ML0196
 ML0196  NGVD 29 (??/??/92)  568.734  (m)         1865.92   (f) ADJ UNCH    2 0
 ML0196
 ML0196.Superseded values are not recommended for survey control.
 ML0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0196.See file dsdata.txt to determine how the superseded data were derived.
 ML0196
 ML0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL480704(NAD 83)
 ML0196_MARKER: DD = SURVEY DISK
 ML0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0196_STAMPING: 10 47
 ML0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0196+STABILITY: SURFACE MOTION
 ML0196
 ML0196  HISTORY     - Date     Condition        Report By
 ML0196  HISTORY     - UNK      MONUMENTED       BOR
 ML0196  HISTORY     - 1950     GOOD             NGS
 ML0196
 ML0196                          STATION DESCRIPTION
 ML0196
 ML0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0196'6.5 MI NE FROM ST PAUL.
 ML0196'0.3 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT ST.
 ML0196'PAUL, THENCE 4.1 MILES NORTH ALONG U.S. HIGHWAY 281, THENCE
 ML0196'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 96, ON THE OUTSIDE OF
 ML0196'A CURVE IN THE HIGHWAY, 200 FEET NORTHEAST OF A FARMHOUSE, 33
 ML0196'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 110 FEET
 ML0196'SOUTHWEST OF THE TOP OF A HILL, 3 FEET SOUTH OF A POWER POLE,
 ML0196'1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0196'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS
 ML0196'LOCATED 0.2 MILE WEST OF BENCH MARK M 306.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0200 ***********************************************************************
 ML0200  DESIGNATION -  10 49
 ML0200  PID         -  ML0200
 ML0200  STATE/COUNTY-  NE/HOWARD
 ML0200  USGS QUAD   -  WOLBACH SW (1974)
 ML0200
 ML0200                         *CURRENT SURVEY CONTROL
 ML0200  ___________________________________________________________________
 ML0200* NAD 83(1986)-  41 17 04.     (N)    098 24 05.     (W)     SCALED    
 ML0200* NAVD 88     -       547.219  (meters)    1795.33   (feet)  ADJUSTED  
 ML0200  ___________________________________________________________________
 ML0200  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 ML0200  DYNAMIC HT  -         546.946 (meters)    1794.44  (feet)  COMP
 ML0200  MODELED GRAV-     980,107.9   (mgal)                       NAVD 88
 ML0200
 ML0200  VERT ORDER  -  SECOND    CLASS 0
 ML0200
 ML0200.The horizontal coordinates were scaled from a topographic map and have
 ML0200.an estimated accuracy of +/- 6 seconds.
 ML0200
 ML0200.The orthometric height was determined by differential leveling
 ML0200.and adjusted by the National Geodetic Survey in June 1991..
 ML0200
 ML0200.The geoid height was determined by GEOID03.
 ML0200
 ML0200.The dynamic height is computed by dividing the NAVD 88
 ML0200.geopotential number by the normal gravity value computed on the
 ML0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0200.degrees latitude (g = 980.6199 gals.).
 ML0200
 ML0200.The modeled gravity was interpolated from observed gravity values.
 ML0200
 ML0200;                    North         East    Units  Estimated Accuracy
 ML0200;SPC NE       -   162,350.      633,870.      MT  (+/- 180 meters Scaled)
 ML0200
 ML0200                          SUPERSEDED SURVEY CONTROL
 ML0200
 ML0200  NGVD 29 (??/??/92)  546.978  (m)         1794.54   (f) ADJ UNCH    2 0
 ML0200
 ML0200.Superseded values are not recommended for survey control.
 ML0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0200.See file dsdata.txt to determine how the superseded data were derived.
 ML0200
 ML0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL501705(NAD 83)
 ML0200_MARKER: DD = SURVEY DISK
 ML0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0200_STAMPING: 10 49
 ML0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0200+STABILITY: SURFACE MOTION
 ML0200
 ML0200  HISTORY     - Date     Condition        Report By
 ML0200  HISTORY     - UNK      MONUMENTED       BOR
 ML0200  HISTORY     - 1950     GOOD             NGS
 ML0200
 ML0200                          STATION DESCRIPTION
 ML0200
 ML0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0200'2.5 MI SW FROM CUSHING.
 ML0200'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 ML0200'AT CUSHING, 300 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0200'34 FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 11 FEET
 ML0200'NORTH OF THE CENTER OF A GATE, 28 FEET NORTH OF BENCH MARK H
 ML0200'306, 2 FEET NORTHEAST OF A FENCE CORNER, 1.3 FEET SOUTH OF A
 ML0200'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0200'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0205 ***********************************************************************
 ML0205  DESIGNATION -  10 50
 ML0205  PID         -  ML0205
 ML0205  STATE/COUNTY-  NE/HOWARD
 ML0205  USGS QUAD   -  WOLBACH SW (1974)
 ML0205
 ML0205                         *CURRENT SURVEY CONTROL
 ML0205  ___________________________________________________________________
 ML0205* NAD 83(1986)-  41 17 06.     (N)    098 22 59.     (W)     SCALED    
 ML0205* NAVD 88     -       541.784  (meters)    1777.50   (feet)  ADJUSTED  
 ML0205  ___________________________________________________________________
 ML0205  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 ML0205  DYNAMIC HT  -         541.514 (meters)    1776.62  (feet)  COMP
 ML0205  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 ML0205
 ML0205  VERT ORDER  -  SECOND    CLASS 0
 ML0205
 ML0205.The horizontal coordinates were scaled from a topographic map and have
 ML0205.an estimated accuracy of +/- 6 seconds.
 ML0205
 ML0205.The orthometric height was determined by differential leveling
 ML0205.and adjusted by the National Geodetic Survey in June 1991..
 ML0205
 ML0205.The geoid height was determined by GEOID03.
 ML0205
 ML0205.The dynamic height is computed by dividing the NAVD 88
 ML0205.geopotential number by the normal gravity value computed on the
 ML0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0205.degrees latitude (g = 980.6199 gals.).
 ML0205
 ML0205.The modeled gravity was interpolated from observed gravity values.
 ML0205
 ML0205;                    North         East    Units  Estimated Accuracy
 ML0205;SPC NE       -   162,440.      635,400.      MT  (+/- 180 meters Scaled)
 ML0205
 ML0205                          SUPERSEDED SURVEY CONTROL
 ML0205
 ML0205  NGVD 29 (??/??/92)  541.544  (m)         1776.72   (f) ADJ UNCH    2 0
 ML0205
 ML0205.Superseded values are not recommended for survey control.
 ML0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0205.See file dsdata.txt to determine how the superseded data were derived.
 ML0205
 ML0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL516705(NAD 83)
 ML0205_MARKER: DD = SURVEY DISK
 ML0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0205_STAMPING: 10 50
 ML0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0205+STABILITY: SURFACE MOTION
 ML0205
 ML0205  HISTORY     - Date     Condition        Report By
 ML0205  HISTORY     - UNK      MONUMENTED       BOR
 ML0205  HISTORY     - 1950     GOOD             NGS
 ML0205
 ML0205                          STATION DESCRIPTION
 ML0205
 ML0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0205'1.5 MI SW FROM CUSHING.
 ML0205'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 ML0205'AT CUSHING, AT A T ROAD JUNCTION, 38 FEET NORTH OF THE CENTER
 ML0205'LINE OF THE HIGHWAY, 39 FEET EAST OF THE CENTER LINE OF A ROAD
 ML0205'LEADING NORTH, 14 FEET WEST OF TELEPHONE POLE 299 1/2, 8 FEET
 ML0205'SOUTHWEST OF A FENCE, 1.2 FEET WEST OF A WITNESS POST, SET IN
 ML0205'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 ML0205'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0206 ***********************************************************************
 ML0206  DESIGNATION -  10 52
 ML0206  PID         -  ML0206
 ML0206  STATE/COUNTY-  NE/HOWARD
 ML0206  USGS QUAD   -  CUSHING (1955)
 ML0206
 ML0206                         *CURRENT SURVEY CONTROL
 ML0206  ___________________________________________________________________
 ML0206* NAD 83(1986)-  41 17 06.     (N)    098 20 43.     (W)     SCALED    
 ML0206* NAVD 88     -       534.347  (meters)    1753.10   (feet)  ADJUSTED  
 ML0206  ___________________________________________________________________
 ML0206  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 ML0206  DYNAMIC HT  -         534.082 (meters)    1752.23  (feet)  COMP
 ML0206  MODELED GRAV-     980,111.3   (mgal)                       NAVD 88
 ML0206
 ML0206  VERT ORDER  -  SECOND    CLASS 0
 ML0206
 ML0206.The horizontal coordinates were scaled from a topographic map and have
 ML0206.an estimated accuracy of +/- 6 seconds.
 ML0206
 ML0206.The orthometric height was determined by differential leveling
 ML0206.and adjusted by the National Geodetic Survey in June 1991..
 ML0206
 ML0206.The geoid height was determined by GEOID03.
 ML0206
 ML0206.The dynamic height is computed by dividing the NAVD 88
 ML0206.geopotential number by the normal gravity value computed on the
 ML0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0206.degrees latitude (g = 980.6199 gals.).
 ML0206
 ML0206.The modeled gravity was interpolated from observed gravity values.
 ML0206
 ML0206;                    North         East    Units  Estimated Accuracy
 ML0206;SPC NE       -   162,500.      638,560.      MT  (+/- 180 meters Scaled)
 ML0206
 ML0206                          SUPERSEDED SURVEY CONTROL
 ML0206
 ML0206  NGVD 29 (??/??/92)  534.110  (m)         1752.33   (f) ADJ UNCH    2 0
 ML0206
 ML0206.Superseded values are not recommended for survey control.
 ML0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0206.See file dsdata.txt to determine how the superseded data were derived.
 ML0206
 ML0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL548706(NAD 83)
 ML0206_MARKER: DD = SURVEY DISK
 ML0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0206_STAMPING: 10 52
 ML0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0206+STABILITY: SURFACE MOTION
 ML0206
 ML0206  HISTORY     - Date     Condition        Report By
 ML0206  HISTORY     - UNK      MONUMENTED       BOR
 ML0206  HISTORY     - 1950     GOOD             NGS
 ML0206
 ML0206                          STATION DESCRIPTION
 ML0206
 ML0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0206'1.4 MI SE FROM CUSHING.
 ML0206'1.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0206'RAILROAD FROM THE STATION AT CUSHING, AT A ROAD CROSSING, 57 FEET
 ML0206'NORTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD,
 ML0206'51 FEET NORTHEAST OF THE NORTHEAST RAIL, 21 FEET NORTHWEST OF A
 ML0206'TELEPHONE POLE, 3 FEET EAST OF A FENCE, 2.6 FEET NORTHEAST OF
 ML0206'A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 ML0206'OF A 3 INCH PIPE WHICH IS FILLED WITH CONCRETE AND PROJECTS
 ML0206'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0208 ***********************************************************************
 ML0208  DESIGNATION -  10 54
 ML0208  PID         -  ML0208
 ML0208  STATE/COUNTY-  NE/HOWARD
 ML0208  USGS QUAD   -  CUSHING (1955)
 ML0208
 ML0208                         *CURRENT SURVEY CONTROL
 ML0208  ___________________________________________________________________
 ML0208* NAD 83(1986)-  41 17 06.     (N)    098 18 21.     (W)     SCALED    
 ML0208* NAVD 88     -       528.116  (meters)    1732.66   (feet)  ADJUSTED  
 ML0208  ___________________________________________________________________
 ML0208  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 ML0208  DYNAMIC HT  -         527.856 (meters)    1731.81  (feet)  COMP
 ML0208  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 ML0208
 ML0208  VERT ORDER  -  SECOND    CLASS 0
 ML0208
 ML0208.The horizontal coordinates were scaled from a topographic map and have
 ML0208.an estimated accuracy of +/- 6 seconds.
 ML0208
 ML0208.The orthometric height was determined by differential leveling
 ML0208.and adjusted by the National Geodetic Survey in June 1991..
 ML0208
 ML0208.The geoid height was determined by GEOID03.
 ML0208
 ML0208.The dynamic height is computed by dividing the NAVD 88
 ML0208.geopotential number by the normal gravity value computed on the
 ML0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0208.degrees latitude (g = 980.6199 gals.).
 ML0208
 ML0208.The modeled gravity was interpolated from observed gravity values.
 ML0208
 ML0208;                    North         East    Units  Estimated Accuracy
 ML0208;SPC NE       -   162,560.      641,870.      MT  (+/- 180 meters Scaled)
 ML0208
 ML0208                          SUPERSEDED SURVEY CONTROL
 ML0208
 ML0208  NGVD 29 (??/??/92)  527.882  (m)         1731.89   (f) ADJ UNCH    2 0
 ML0208
 ML0208.Superseded values are not recommended for survey control.
 ML0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0208.See file dsdata.txt to determine how the superseded data were derived.
 ML0208
 ML0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL581706(NAD 83)
 ML0208_MARKER: DD = SURVEY DISK
 ML0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0208_STAMPING: 10 54
 ML0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0208+STABILITY: SURFACE MOTION
 ML0208
 ML0208  HISTORY     - Date     Condition        Report By
 ML0208  HISTORY     - UNK      MONUMENTED       BOR
 ML0208  HISTORY     - 1950     GOOD             NGS
 ML0208
 ML0208                          STATION DESCRIPTION
 ML0208
 ML0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0208'4.1 MI E FROM CUSHING.
 ML0208'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0208'CUSHING, THENCE 3.3 MILES EAST ALONG A DIRT ROAD, 0.2 MILE
 ML0208'WEST OF A FARMHOUSE WHICH IS ON THE SOUTH SIDE OF THE ROAD, 46
 ML0208'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTHEAST
 ML0208'OF THE CENTER OF THE SOUTH END OF A LARGE PIPE CULVERT, 5 FEET
 ML0208'EAST OF A POWER POLE, 2 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT
 ML0208'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0208'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0213 ***********************************************************************
 ML0213  DESIGNATION -  10 55
 ML0213  PID         -  ML0213
 ML0213  STATE/COUNTY-  NE/HOWARD
 ML0213  USGS QUAD   -  CUSHING (1955)
 ML0213
 ML0213                         *CURRENT SURVEY CONTROL
 ML0213  ___________________________________________________________________
 ML0213* NAD 83(1986)-  41 17 08.     (N)    098 17 13.     (W)     SCALED    
 ML0213* NAVD 88     -       541.351  (meters)    1776.08   (feet)  ADJUSTED  
 ML0213  ___________________________________________________________________
 ML0213  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 ML0213  DYNAMIC HT  -         541.086 (meters)    1775.21  (feet)  COMP
 ML0213  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 ML0213
 ML0213  VERT ORDER  -  SECOND    CLASS 0
 ML0213
 ML0213.The horizontal coordinates were scaled from a topographic map and have
 ML0213.an estimated accuracy of +/- 6 seconds.
 ML0213
 ML0213.The orthometric height was determined by differential leveling
 ML0213.and adjusted by the National Geodetic Survey in June 1991..
 ML0213
 ML0213.The geoid height was determined by GEOID03.
 ML0213
 ML0213.The dynamic height is computed by dividing the NAVD 88
 ML0213.geopotential number by the normal gravity value computed on the
 ML0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0213.degrees latitude (g = 980.6199 gals.).
 ML0213
 ML0213.The modeled gravity was interpolated from observed gravity values.
 ML0213
 ML0213;                    North         East    Units  Estimated Accuracy
 ML0213;SPC NE       -   162,660.      643,450.      MT  (+/- 180 meters Scaled)
 ML0213
 ML0213                          SUPERSEDED SURVEY CONTROL
 ML0213
 ML0213  NGVD 29 (??/??/92)  541.117  (m)         1775.31   (f) ADJ UNCH    2 0
 ML0213
 ML0213.Superseded values are not recommended for survey control.
 ML0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0213.See file dsdata.txt to determine how the superseded data were derived.
 ML0213
 ML0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL597707(NAD 83)
 ML0213_MARKER: DD = SURVEY DISK
 ML0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0213_STAMPING: 10 55
 ML0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0213+STABILITY: SURFACE MOTION
 ML0213
 ML0213  HISTORY     - Date     Condition        Report By
 ML0213  HISTORY     - UNK      MONUMENTED       BOR
 ML0213  HISTORY     - 1950     GOOD             NGS
 ML0213
 ML0213                          STATION DESCRIPTION
 ML0213
 ML0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0213'5.1 MI E FROM CUSHING.
 ML0213'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0213'CUSHING, THENCE 4.3 MILES EAST ALONG A DIRT ROAD, AT THE
 ML0213'HOWARD-MERRICK COUNTY LINE, IN THE SOUTHEAST CORNER OF AN
 ML0213'ABANDONED SCHOOL YARD, 33 FEET NORTH OF THE CENTER LINE OF THE
 ML0213'EAST AND WEST ROAD, 29 FEET WEST OF THE CENTER LINE OF THE ROAD
 ML0213'LEADING NORTH, 135 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 ML0213'THE SCHOOL BUILDING, 134 FEET SOUTHEAST OF BENCH MARK X 306,
 ML0213'1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0213'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0212 ***********************************************************************
 ML0212  DESIGNATION -  10 56
 ML0212  PID         -  ML0212
 ML0212  STATE/COUNTY-  NE/MERRICK
 ML0212  USGS QUAD   -  CUSHING (1955)
 ML0212
 ML0212                         *CURRENT SURVEY CONTROL
 ML0212  ___________________________________________________________________
 ML0212* NAD 83(1986)-  41 17 09.     (N)    098 16 29.     (W)     SCALED    
 ML0212* NAVD 88     -       535.592  (meters)    1757.19   (feet)  ADJUSTED  
 ML0212  ___________________________________________________________________
 ML0212  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 ML0212  DYNAMIC HT  -         535.330 (meters)    1756.33  (feet)  COMP
 ML0212  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 ML0212
 ML0212  VERT ORDER  -  SECOND    CLASS 0
 ML0212
 ML0212.The horizontal coordinates were scaled from a topographic map and have
 ML0212.an estimated accuracy of +/- 6 seconds.
 ML0212
 ML0212.The orthometric height was determined by differential leveling
 ML0212.and adjusted by the National Geodetic Survey in June 1991..
 ML0212
 ML0212.The geoid height was determined by GEOID03.
 ML0212
 ML0212.The dynamic height is computed by dividing the NAVD 88
 ML0212.geopotential number by the normal gravity value computed on the
 ML0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0212.degrees latitude (g = 980.6199 gals.).
 ML0212
 ML0212.The modeled gravity was interpolated from observed gravity values.
 ML0212
 ML0212;                    North         East    Units  Estimated Accuracy
 ML0212;SPC NE       -   162,710.      644,470.      MT  (+/- 180 meters Scaled)
 ML0212
 ML0212                          SUPERSEDED SURVEY CONTROL
 ML0212
 ML0212  NGVD 29 (??/??/92)  535.358  (m)         1756.42   (f) ADJ UNCH    2 0
 ML0212
 ML0212.Superseded values are not recommended for survey control.
 ML0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0212.See file dsdata.txt to determine how the superseded data were derived.
 ML0212
 ML0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL607707(NAD 83)
 ML0212_MARKER: DD = SURVEY DISK
 ML0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0212_STAMPING: 10 56
 ML0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0212+STABILITY: SURFACE MOTION
 ML0212
 ML0212  HISTORY     - Date     Condition        Report By
 ML0212  HISTORY     - UNK      MONUMENTED       BOR
 ML0212  HISTORY     - 1950     GOOD             NGS
 ML0212
 ML0212                          STATION DESCRIPTION
 ML0212
 ML0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0212'5.7 MI E FROM CUSHING.
 ML0212'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0212'CUSHING, THENCE 4.9 MILES EAST ALONG A DIRT ROAD, ON THE INSIDE
 ML0212'OF A CURVE IN THE ROAD, ACROSS THE ROAD FROM A CREAM COLORED
 ML0212'FARMHOUSE, 89 FEET WEST OF THE CENTER OF A GATE, 49 FEET EAST
 ML0212'OF A FENCE CORNER, 34 FEET SOUTH OF THE CENTER LINE OF THE
 ML0212'ROAD, 3 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A
 ML0212'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0212'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0214 ***********************************************************************
 ML0214  DESIGNATION -  10 57
 ML0214  PID         -  ML0214
 ML0214  STATE/COUNTY-  NE/NANCE
 ML0214  USGS QUAD   -  CUSHING (1955)
 ML0214
 ML0214                         *CURRENT SURVEY CONTROL
 ML0214  ___________________________________________________________________
 ML0214* NAD 83(1986)-  41 17 07.     (N)    098 15 05.     (W)     SCALED    
 ML0214* NAVD 88     -       537.036  (meters)    1761.93   (feet)  ADJUSTED  
 ML0214  ___________________________________________________________________
 ML0214  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 ML0214  DYNAMIC HT  -         536.775 (meters)    1761.07  (feet)  COMP
 ML0214  MODELED GRAV-     980,119.3   (mgal)                       NAVD 88
 ML0214
 ML0214  VERT ORDER  -  SECOND    CLASS 0
 ML0214
 ML0214.The horizontal coordinates were scaled from a topographic map and have
 ML0214.an estimated accuracy of +/- 6 seconds.
 ML0214
 ML0214.The orthometric height was determined by differential leveling
 ML0214.and adjusted by the National Geodetic Survey in June 1991..
 ML0214
 ML0214.The geoid height was determined by GEOID03.
 ML0214
 ML0214.The dynamic height is computed by dividing the NAVD 88
 ML0214.geopotential number by the normal gravity value computed on the
 ML0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0214.degrees latitude (g = 980.6199 gals.).
 ML0214
 ML0214.The modeled gravity was interpolated from observed gravity values.
 ML0214
 ML0214;                    North         East    Units  Estimated Accuracy
 ML0214;SPC NE       -   162,680.      646,430.      MT  (+/- 180 meters Scaled)
 ML0214
 ML0214                          SUPERSEDED SURVEY CONTROL
 ML0214
 ML0214  NGVD 29 (??/??/92)  536.805  (m)         1761.17   (f) ADJ UNCH    2 0
 ML0214
 ML0214.Superseded values are not recommended for survey control.
 ML0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0214.See file dsdata.txt to determine how the superseded data were derived.
 ML0214
 ML0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL626706(NAD 83)
 ML0214_MARKER: DD = SURVEY DISK
 ML0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0214_STAMPING: 10 57
 ML0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0214+STABILITY: SURFACE MOTION
 ML0214
 ML0214  HISTORY     - Date     Condition        Report By
 ML0214  HISTORY     - UNK      MONUMENTED       BOR
 ML0214  HISTORY     - 1950     GOOD             NGS
 ML0214
 ML0214                          STATION DESCRIPTION
 ML0214
 ML0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0214'6.9 MI E FROM CUSHING.
 ML0214'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0214'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, AT A ROAD
 ML0214'INTERSECTION, 36 FEET SOUTH OF THE CENTER LINE OF THE EAST AND
 ML0214'WEST ROAD, 36 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 ML0214'SOUTH TO PALMER, 3 FEET SOUTHWEST OF A TELEPHONE POLE, 0.7 FOOT
 ML0214'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0214'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0216 ***********************************************************************
 ML0216  DESIGNATION -  10 59
 ML0216  PID         -  ML0216
 ML0216  STATE/COUNTY-  NE/NANCE
 ML0216  USGS QUAD   -  BELGRADE SW (1955)
 ML0216
 ML0216                         *CURRENT SURVEY CONTROL
 ML0216  ___________________________________________________________________
 ML0216* NAD 83(1986)-  41 17 34.     (N)    098 14 12.     (W)     SCALED    
 ML0216* NAVD 88     -       541.347  (meters)    1776.07   (feet)  ADJUSTED  
 ML0216  ___________________________________________________________________
 ML0216  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 ML0216  DYNAMIC HT  -         541.085 (meters)    1775.21  (feet)  COMP
 ML0216  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 ML0216
 ML0216  VERT ORDER  -  SECOND    CLASS 0
 ML0216
 ML0216.The horizontal coordinates were scaled from a topographic map and have
 ML0216.an estimated accuracy of +/- 6 seconds.
 ML0216
 ML0216.The orthometric height was determined by differential leveling
 ML0216.and adjusted by the National Geodetic Survey in June 1991..
 ML0216
 ML0216.The geoid height was determined by GEOID03.
 ML0216
 ML0216.The dynamic height is computed by dividing the NAVD 88
 ML0216.geopotential number by the normal gravity value computed on the
 ML0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0216.degrees latitude (g = 980.6199 gals.).
 ML0216
 ML0216.The modeled gravity was interpolated from observed gravity values.
 ML0216
 ML0216;                    North         East    Units  Estimated Accuracy
 ML0216;SPC NE       -   163,540.      647,640.      MT  (+/- 180 meters Scaled)
 ML0216
 ML0216                          SUPERSEDED SURVEY CONTROL
 ML0216
 ML0216  NGVD 29 (??/??/92)  541.116  (m)         1775.31   (f) ADJ UNCH    2 0
 ML0216
 ML0216.Superseded values are not recommended for survey control.
 ML0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0216.See file dsdata.txt to determine how the superseded data were derived.
 ML0216
 ML0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL639715(NAD 83)
 ML0216_MARKER: DD = SURVEY DISK
 ML0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0216_STAMPING: 10 59
 ML0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0216+STABILITY: SURFACE MOTION
 ML0216
 ML0216  HISTORY     - Date     Condition        Report By
 ML0216  HISTORY     - UNK      MONUMENTED       BOR
 ML0216  HISTORY     - 1950     GOOD             NGS
 ML0216
 ML0216                          STATION DESCRIPTION
 ML0216
 ML0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0216'8.1 MI E FROM CUSHING.
 ML0216'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0216'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 1.2
 ML0216'MILES EAST ALONG A GRAVELED ROAD, ON THE OUTSIDE OF A CURVE
 ML0216'IN THE ROAD, 0.1 MILE WEST OF AN ABANDONED FARMHOUSE, 40 FEET
 ML0216'NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A FENCE,
 ML0216'1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0216'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0221 ***********************************************************************
 ML0221  DESIGNATION -  10 60
 ML0221  PID         -  ML0221
 ML0221  STATE/COUNTY-  NE/NANCE
 ML0221  USGS QUAD   -  BELGRADE SW (1955)
 ML0221
 ML0221                         *CURRENT SURVEY CONTROL
 ML0221  ___________________________________________________________________
 ML0221* NAD 83(1986)-  41 17 34.     (N)    098 12 50.     (W)     SCALED    
 ML0221* NAVD 88     -       535.694  (meters)    1757.52   (feet)  ADJUSTED  
 ML0221  ___________________________________________________________________
 ML0221  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 ML0221  DYNAMIC HT  -         535.436 (meters)    1756.68  (feet)  COMP
 ML0221  MODELED GRAV-     980,123.5   (mgal)                       NAVD 88
 ML0221
 ML0221  VERT ORDER  -  SECOND    CLASS 0
 ML0221
 ML0221.The horizontal coordinates were scaled from a topographic map and have
 ML0221.an estimated accuracy of +/- 6 seconds.
 ML0221
 ML0221.The orthometric height was determined by differential leveling
 ML0221.and adjusted by the National Geodetic Survey in June 1991..
 ML0221
 ML0221.The geoid height was determined by GEOID03.
 ML0221
 ML0221.The dynamic height is computed by dividing the NAVD 88
 ML0221.geopotential number by the normal gravity value computed on the
 ML0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0221.degrees latitude (g = 980.6199 gals.).
 ML0221
 ML0221.The modeled gravity was interpolated from observed gravity values.
 ML0221
 ML0221;                    North         East    Units  Estimated Accuracy
 ML0221;SPC NE       -   163,580.      649,550.      MT  (+/- 180 meters Scaled)
 ML0221
 ML0221                          SUPERSEDED SURVEY CONTROL
 ML0221
 ML0221  NGVD 29 (??/??/92)  535.464  (m)         1756.77   (f) ADJ UNCH    2 0
 ML0221
 ML0221.Superseded values are not recommended for survey control.
 ML0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0221.See file dsdata.txt to determine how the superseded data were derived.
 ML0221
 ML0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL658715(NAD 83)
 ML0221_MARKER: DD = SURVEY DISK
 ML0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0221_STAMPING: 10 60
 ML0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0221+STABILITY: SURFACE MOTION
 ML0221
 ML0221  HISTORY     - Date     Condition        Report By
 ML0221  HISTORY     - UNK      MONUMENTED       BOR
 ML0221  HISTORY     - 1950     GOOD             NGS
 ML0221
 ML0221                          STATION DESCRIPTION
 ML0221
 ML0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0221'9.3 MI E FROM CUSHING.
 ML0221'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0221'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 2.4
 ML0221'MILES EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, IN
 ML0221'THE NORTHEAST CORNER OF A SCHOOL YARD, 138 FEET NORTHEAST OF
 ML0221'BENCH MARK B 307, 76 FEET NORTHEAST OF THE NORTHEAST CORNER
 ML0221'OF THE SCHOOL BUILDING, 37 FEET WEST OF THE CENTER LINE OF A
 ML0221'NORTH AND SOUTH ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE
 ML0221'EAST AND WEST ROAD, 4 FEET SOUTHWEST OF A POWER POLE, 0.8 FOOT
 ML0221'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0221'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0223 ***********************************************************************
 ML0223  DESIGNATION -  10 62
 ML0223  PID         -  ML0223
 ML0223  STATE/COUNTY-  NE/NANCE
 ML0223  USGS QUAD   -  BELGRADE SW (1955)
 ML0223
 ML0223                         *CURRENT SURVEY CONTROL
 ML0223  ___________________________________________________________________
 ML0223* NAD 83(1986)-  41 17 34.     (N)    098 11 39.     (W)     SCALED    
 ML0223* NAVD 88     -       528.496  (meters)    1733.91   (feet)  ADJUSTED  
 ML0223  ___________________________________________________________________
 ML0223  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 ML0223  DYNAMIC HT  -         528.242 (meters)    1733.07  (feet)  COMP
 ML0223  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 ML0223
 ML0223  VERT ORDER  -  SECOND    CLASS 0
 ML0223
 ML0223.The horizontal coordinates were scaled from a topographic map and have
 ML0223.an estimated accuracy of +/- 6 seconds.
 ML0223
 ML0223.The orthometric height was determined by differential leveling
 ML0223.and adjusted by the National Geodetic Survey in June 1991..
 ML0223
 ML0223.The geoid height was determined by GEOID03.
 ML0223
 ML0223.The dynamic height is computed by dividing the NAVD 88
 ML0223.geopotential number by the normal gravity value computed on the
 ML0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0223.degrees latitude (g = 980.6199 gals.).
 ML0223
 ML0223.The modeled gravity was interpolated from observed gravity values.
 ML0223
 ML0223;                    North         East    Units  Estimated Accuracy
 ML0223;SPC NE       -   163,620.      651,200.      MT  (+/- 180 meters Scaled)
 ML0223
 ML0223                          SUPERSEDED SURVEY CONTROL
 ML0223
 ML0223  NGVD 29 (??/??/92)  528.269  (m)         1733.16   (f) ADJ UNCH    2 0
 ML0223
 ML0223.Superseded values are not recommended for survey control.
 ML0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0223.See file dsdata.txt to determine how the superseded data were derived.
 ML0223
 ML0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL674715(NAD 83)
 ML0223_MARKER: DD = SURVEY DISK
 ML0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0223_STAMPING: 10 62
 ML0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0223+STABILITY: SURFACE MOTION
 ML0223
 ML0223  HISTORY     - Date     Condition        Report By
 ML0223  HISTORY     - UNK      MONUMENTED       BOR
 ML0223  HISTORY     - 1950     GOOD             NGS
 ML0223
 ML0223                          STATION DESCRIPTION
 ML0223
 ML0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0223'10.3 MI E FROM CUSHING.
 ML0223'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0223'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 3.4
 ML0223'MILES EAST ALONG A GRAVELED ROAD, 0.1 MILE EAST OF AN ABANDONED
 ML0223'HOUSE WHICH IS ON THE SOUTH SIDE OF THE ROAD, 36 FEET SOUTH OF
 ML0223'THE CENTER LINE OF THE ROAD, 8 FEET NORTH OF BENCH MARK C 307.
 ML0223'2.5 FEET SOUTHEAST OF A FENCE CORNER, 15 FEET NORTHWEST OF THE
 ML0223'CENTER LINE OF A FIELD ROAD, 1.5 FEET EAST OF A FENCE, 5 FEET
 ML0223'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0223'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0222 ***********************************************************************
 ML0222  DESIGNATION -  10 63
 ML0222  PID         -  ML0222
 ML0222  STATE/COUNTY-  NE/NANCE
 ML0222  USGS QUAD   -  BELGRADE SW (1955)
 ML0222
 ML0222                         *CURRENT SURVEY CONTROL
 ML0222  ___________________________________________________________________
 ML0222* NAD 83(1986)-  41 17 35.     (N)    098 10 29.     (W)     SCALED    
 ML0222* NAVD 88     -       526.370  (meters)    1726.93   (feet)  ADJUSTED  
 ML0222  ___________________________________________________________________
 ML0222  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 ML0222  DYNAMIC HT  -         526.118 (meters)    1726.11  (feet)  COMP
 ML0222  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 ML0222
 ML0222  VERT ORDER  -  SECOND    CLASS 0
 ML0222
 ML0222.The horizontal coordinates were scaled from a topographic map and have
 ML0222.an estimated accuracy of +/- 6 seconds.
 ML0222
 ML0222.The orthometric height was determined by differential leveling
 ML0222.and adjusted by the National Geodetic Survey in June 1991..
 ML0222
 ML0222.The geoid height was determined by GEOID03.
 ML0222
 ML0222.The dynamic height is computed by dividing the NAVD 88
 ML0222.geopotential number by the normal gravity value computed on the
 ML0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0222.degrees latitude (g = 980.6199 gals.).
 ML0222
 ML0222.The modeled gravity was interpolated from observed gravity values.
 ML0222
 ML0222;                    North         East    Units  Estimated Accuracy
 ML0222;SPC NE       -   163,680.      652,830.      MT  (+/- 180 meters Scaled)
 ML0222
 ML0222                          SUPERSEDED SURVEY CONTROL
 ML0222
 ML0222  NGVD 29 (??/??/92)  526.144  (m)         1726.19   (f) ADJ UNCH    2 0
 ML0222
 ML0222.Superseded values are not recommended for survey control.
 ML0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0222.See file dsdata.txt to determine how the superseded data were derived.
 ML0222
 ML0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL690716(NAD 83)
 ML0222_MARKER: DD = SURVEY DISK
 ML0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0222_STAMPING: 10-63
 ML0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0222+STABILITY: SURFACE MOTION
 ML0222
 ML0222  HISTORY     - Date     Condition        Report By
 ML0222  HISTORY     - UNK      MONUMENTED       BOR
 ML0222  HISTORY     - 1950     GOOD             NGS
 ML0222
 ML0222                          STATION DESCRIPTION
 ML0222
 ML0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0222'11.3 MI E FROM CUSHING.
 ML0222'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0222'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 4.4
 ML0222'MILES WEST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 113 FEET
 ML0222'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 30 FEET NORTHWEST
 ML0222'OF BENCH MARK D 307, 15 FEET EAST OF THE CENTER LINE OF A
 ML0222'PRIVATE ROAD LEADING SOUTH, 2 FEET WEST OF A PWOER POLE, 1 FOOT
 ML0222'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0222'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0224 ***********************************************************************
 ML0224  DESIGNATION -  10 64
 ML0224  PID         -  ML0224
 ML0224  STATE/COUNTY-  NE/NANCE
 ML0224  USGS QUAD   -  BELGRADE SW (1955)
 ML0224
 ML0224                         *CURRENT SURVEY CONTROL
 ML0224  ___________________________________________________________________
 ML0224* NAD 83(1986)-  41 18 28.     (N)    098 10 29.     (W)     SCALED    
 ML0224* NAVD 88     -       543.181  (meters)    1782.09   (feet)  ADJUSTED  
 ML0224  ___________________________________________________________________
 ML0224  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 ML0224  DYNAMIC HT  -         542.921 (meters)    1781.23  (feet)  COMP
 ML0224  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 ML0224
 ML0224  VERT ORDER  -  SECOND    CLASS 0
 ML0224
 ML0224.The horizontal coordinates were scaled from a topographic map and have
 ML0224.an estimated accuracy of +/- 6 seconds.
 ML0224
 ML0224.The orthometric height was determined by differential leveling
 ML0224.and adjusted by the National Geodetic Survey in June 1991..
 ML0224
 ML0224.The geoid height was determined by GEOID03.
 ML0224
 ML0224.The dynamic height is computed by dividing the NAVD 88
 ML0224.geopotential number by the normal gravity value computed on the
 ML0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0224.degrees latitude (g = 980.6199 gals.).
 ML0224
 ML0224.The modeled gravity was interpolated from observed gravity values.
 ML0224
 ML0224;                    North         East    Units  Estimated Accuracy
 ML0224;SPC NE       -   165,310.      652,790.      MT  (+/- 180 meters Scaled)
 ML0224
 ML0224                          SUPERSEDED SURVEY CONTROL
 ML0224
 ML0224  NGVD 29 (??/??/92)  542.951  (m)         1781.33   (f) ADJ UNCH    2 0
 ML0224
 ML0224.Superseded values are not recommended for survey control.
 ML0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0224.See file dsdata.txt to determine how the superseded data were derived.
 ML0224
 ML0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL690732(NAD 83)
 ML0224_MARKER: DD = SURVEY DISK
 ML0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0224_STAMPING: 10 64
 ML0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0224+STABILITY: SURFACE MOTION
 ML0224
 ML0224  HISTORY     - Date     Condition        Report By
 ML0224  HISTORY     - UNK      MONUMENTED       BOR
 ML0224  HISTORY     - 1950     GOOD             NGS
 ML0224
 ML0224                          STATION DESCRIPTION
 ML0224
 ML0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0224'12.5 MI E FROM CUSHING.
 ML0224'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0224'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 5.4
 ML0224'MILES EAST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 116 FEET
 ML0224'NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 90 FEET SOUTHWEST
 ML0224'OF BENCH MARK CC-13 (U.S.B.R.), 22 FEET SOUTH OF THE CENTER
 ML0224'LINE OF A ROAD LEADING WEST, 1.5 FEET SOUTHWEST OF A FENCE
 ML0224'CORNER, 0.8 FOOT NORTHEAST OF A WITNESS POST, SET IN THE TOP
 ML0224'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0229 ***********************************************************************
 ML0229  DESIGNATION -  10 65
 ML0229  PID         -  ML0229
 ML0229  STATE/COUNTY-  NE/NANCE
 ML0229  USGS QUAD   -  BELGRADE SW (1955)
 ML0229
 ML0229                         *CURRENT SURVEY CONTROL
 ML0229  ___________________________________________________________________
 ML0229* NAD 83(1986)-  41 18 29.     (N)    098 09 17.     (W)     SCALED    
 ML0229* NAVD 88     -       530.412  (meters)    1740.19   (feet)  ADJUSTED  
 ML0229  ___________________________________________________________________
 ML0229  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 ML0229  DYNAMIC HT  -         530.159 (meters)    1739.36  (feet)  COMP
 ML0229  MODELED GRAV-     980,130.2   (mgal)                       NAVD 88
 ML0229
 ML0229  VERT ORDER  -  SECOND    CLASS 0
 ML0229
 ML0229.The horizontal coordinates were scaled from a topographic map and have
 ML0229.an estimated accuracy of +/- 6 seconds.
 ML0229
 ML0229.The orthometric height was determined by differential leveling
 ML0229.and adjusted by the National Geodetic Survey in June 1991..
 ML0229
 ML0229.The geoid height was determined by GEOID03.
 ML0229
 ML0229.The dynamic height is computed by dividing the NAVD 88
 ML0229.geopotential number by the normal gravity value computed on the
 ML0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0229.degrees latitude (g = 980.6199 gals.).
 ML0229
 ML0229.The modeled gravity was interpolated from observed gravity values.
 ML0229
 ML0229;                    North         East    Units  Estimated Accuracy
 ML0229;SPC NE       -   165,380.      654,460.      MT  (+/- 180 meters Scaled)
 ML0229
 ML0229                          SUPERSEDED SURVEY CONTROL
 ML0229
 ML0229  NGVD 29 (??/??/92)  530.185  (m)         1739.45   (f) ADJ UNCH    2 0
 ML0229
 ML0229.Superseded values are not recommended for survey control.
 ML0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0229.See file dsdata.txt to determine how the superseded data were derived.
 ML0229
 ML0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL707733(NAD 83)
 ML0229_MARKER: DD = SURVEY DISK
 ML0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0229_STAMPING: 10 65
 ML0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0229+STABILITY: SURFACE MOTION
 ML0229
 ML0229  HISTORY     - Date     Condition        Report By
 ML0229  HISTORY     - UNK      MONUMENTED       BOR
 ML0229  HISTORY     - 1950     GOOD             NGS
 ML0229
 ML0229                          STATION DESCRIPTION
 ML0229
 ML0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0229'13.3 MI E FROM CUSHING.
 ML0229'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0229'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 6.4
 ML0229'MILES EAST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 138
 ML0229'FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTH,
 ML0229'141 FEET SOUTHEAST OF BENCH MARK E 307, 60 FEET SOUTHEAST OF
 ML0229'THE SOUTHEAST CORNER OF A SCHOOL BUILDING, 37 FEET NORTH OF THE
 ML0229'CENTER LINE OF AN EAST AND WEST ROAD, 5 FEET NORTHEAST OF A
 ML0229'FENCE CORNER, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF
 ML0229'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0228 ***********************************************************************
 ML0228  DESIGNATION -  10 66
 ML0228  PID         -  ML0228
 ML0228  STATE/COUNTY-  NE/NANCE
 ML0228  USGS QUAD   -  BELGRADE SW (1955)
 ML0228
 ML0228                         *CURRENT SURVEY CONTROL
 ML0228  ___________________________________________________________________
 ML0228* NAD 83(1986)-  41 18 29.     (N)    098 08 01.     (W)     SCALED    
 ML0228* NAVD 88     -       523.258  (meters)    1716.72   (feet)  ADJUSTED  
 ML0228  ___________________________________________________________________
 ML0228  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 ML0228  DYNAMIC HT  -         523.010 (meters)    1715.91  (feet)  COMP
 ML0228  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 ML0228
 ML0228  VERT ORDER  -  SECOND    CLASS 0
 ML0228
 ML0228.The horizontal coordinates were scaled from a topographic map and have
 ML0228.an estimated accuracy of +/- 6 seconds.
 ML0228
 ML0228.The orthometric height was determined by differential leveling
 ML0228.and adjusted by the National Geodetic Survey in June 1991..
 ML0228
 ML0228.The geoid height was determined by GEOID03.
 ML0228
 ML0228.The dynamic height is computed by dividing the NAVD 88
 ML0228.geopotential number by the normal gravity value computed on the
 ML0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0228.degrees latitude (g = 980.6199 gals.).
 ML0228
 ML0228.The modeled gravity was interpolated from observed gravity values.
 ML0228
 ML0228;                    North         East    Units  Estimated Accuracy
 ML0228;SPC NE       -   165,420.      656,230.      MT  (+/- 180 meters Scaled)
 ML0228
 ML0228                          SUPERSEDED SURVEY CONTROL
 ML0228
 ML0228  NGVD 29 (??/??/92)  523.034  (m)         1715.99   (f) ADJ UNCH    2 0
 ML0228
 ML0228.Superseded values are not recommended for survey control.
 ML0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0228.See file dsdata.txt to determine how the superseded data were derived.
 ML0228
 ML0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL725733(NAD 83)
 ML0228_MARKER: DD = SURVEY DISK
 ML0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0228_STAMPING: 10 66
 ML0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0228+STABILITY: SURFACE MOTION
 ML0228
 ML0228  HISTORY     - Date     Condition        Report By
 ML0228  HISTORY     - UNK      MONUMENTED       BOR
 ML0228  HISTORY     - 1950     GOOD             NGS
 ML0228
 ML0228                          STATION DESCRIPTION
 ML0228
 ML0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0228'11.9 MI SW FROM FULLERTON.
 ML0228'1.2 MILES WEST ALONG THE STATE HIGHWAY 22 FROM THE POST OFFICE
 ML0228'AT FULLERTON, THENCE 10.7 MILES SOUTHWEST ALONG A GRAVELED
 ML0228'ROAD, AT A T ROAD JUNCTION, 200 FEET SOUTHEAST OF A FARMHOUSE,
 ML0228'34 FEET NORTH OF THE CENTER LINE OF THE ROAD, 22 FEET EAST OF
 ML0228'THE CENTER LINE OF A PRIVATE DRIVEWAY.  41 FEET EAST OF A
 ML0228'TELEPHONE POLE, 0.2 FOOT NORTH OF A WITNESS POST, SET IN THE
 ML0228'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0232 ***********************************************************************
 ML0232  DESIGNATION -  10 68
 ML0232  PID         -  ML0232
 ML0232  STATE/COUNTY-  NE/NANCE
 ML0232  USGS QUAD   -  BELGRADE SE (1955)
 ML0232
 ML0232                         *CURRENT SURVEY CONTROL
 ML0232  ___________________________________________________________________
 ML0232* NAD 83(1986)-  41 19 20.     (N)    098 06 59.     (W)     SCALED    
 ML0232* NAVD 88     -       525.306  (meters)    1723.44   (feet)  ADJUSTED  
 ML0232  ___________________________________________________________________
 ML0232  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 ML0232  DYNAMIC HT  -         525.056 (meters)    1722.62  (feet)  COMP
 ML0232  MODELED GRAV-     980,131.4   (mgal)                       NAVD 88
 ML0232
 ML0232  VERT ORDER  -  SECOND    CLASS 0
 ML0232
 ML0232.The horizontal coordinates were scaled from a topographic map and have
 ML0232.an estimated accuracy of +/- 6 seconds.
 ML0232
 ML0232.The orthometric height was determined by differential leveling
 ML0232.and adjusted by the National Geodetic Survey in June 1991..
 ML0232
 ML0232.The geoid height was determined by GEOID03.
 ML0232
 ML0232.The dynamic height is computed by dividing the NAVD 88
 ML0232.geopotential number by the normal gravity value computed on the
 ML0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0232.degrees latitude (g = 980.6199 gals.).
 ML0232
 ML0232.The modeled gravity was interpolated from observed gravity values.
 ML0232
 ML0232;                    North         East    Units  Estimated Accuracy
 ML0232;SPC NE       -   167,020.      657,640.      MT  (+/- 180 meters Scaled)
 ML0232
 ML0232                          SUPERSEDED SURVEY CONTROL
 ML0232
 ML0232  NGVD 29 (??/??/92)  525.080  (m)         1722.70   (f) ADJ UNCH    2 0
 ML0232
 ML0232.Superseded values are not recommended for survey control.
 ML0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0232.See file dsdata.txt to determine how the superseded data were derived.
 ML0232
 ML0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL739749(NAD 83)
 ML0232_MARKER: DD = SURVEY DISK
 ML0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0232_STAMPING: 10 68
 ML0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0232+STABILITY: SURFACE MOTION
 ML0232
 ML0232  HISTORY     - Date     Condition        Report By
 ML0232  HISTORY     - UNK      MONUMENTED       BOR
 ML0232  HISTORY     - 1950     GOOD             NGS
 ML0232  HISTORY     - 1983     POOR             NGS
 ML0232
 ML0232                          STATION DESCRIPTION
 ML0232
 ML0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0232'9.9 MI SW FROM FULLERTON.
 ML0232'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0232'FULLERTON, THENCE 8.7 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0232'ON THE INSIDE OF A CURVE IN THE MAIN ROAD, AT THE SOUTHWEST
 ML0232'CORNER OF A SCHOOL YARD, 178 FEET SOUTHWEST OF THE SOUTHWEST
 ML0232'CORNER OF THE SCHOOL BUILDING, 173 FEET SOUTH OF THE CENTER
 ML0232'LINE OF AN EAST AND WEST ROAD, 35 FEET EAST OF THE CENTER LINE
 ML0232'OF A NORTH AND SOUTH ROAD, 22 FEET WEST OF BENCH MARK H 307,
 ML0232'1.5 FEET NORTH OF A FENCE, 1.3 FEET WEST OF A WITNESS POST,
 ML0232'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 ML0232'ABOVE THE GROUND.
 ML0232
 ML0232                          STATION RECOVERY (1983)
 ML0232
 ML0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ML0232'THE MARK MAY REACHED BY GOING 0.72 KM (0.45 MI) WEST ALONG FIFTH
 ML0232'STREET, FROM THE FULLERTON POST OFFICE, THENCE 0.24 KM (0.15 MI) LEFT
 ML0232'AND SOUTH ALONG JOHNSON STREET. THENCE 0.72 KM (0.45 MI) WEST ALONG
 ML0232'SEVENTH STREET TO A ROAD FROM, THENCE LEFT AND SOUTHWEST ALONG A
 ML0232'GRAVELED ROAD FOR 14.32 KM (8.9 MI) TO A ROAD LEFT AND THE MARK ON
 ML0232'THE LEFT, 52.7 M (173 FT) SOUTH OF THE EAST-WEST ROAD, 29.3 M (96 FT)
 ML0232'NORTH OF BENCH MARK H 307 RESET 1983, 10.7 M (35 FT) EAST OF THE
 ML0232'CENTERLINE OF THE NORTH- SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0233 ***********************************************************************
 ML0233  DESIGNATION -  10 69
 ML0233  PID         -  ML0233
 ML0233  STATE/COUNTY-  NE/NANCE
 ML0233  USGS QUAD   -  BELGRADE SE (1955)
 ML0233
 ML0233                         *CURRENT SURVEY CONTROL
 ML0233  ___________________________________________________________________
 ML0233* NAD 83(1986)-  41 18 30.     (N)    098 07 02.     (W)     SCALED    
 ML0233* NAVD 88     -       519.567  (meters)    1704.61   (feet)  ADJUSTED  
 ML0233  ___________________________________________________________________
 ML0233  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 ML0233  DYNAMIC HT  -         519.320 (meters)    1703.80  (feet)  COMP
 ML0233  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 ML0233
 ML0233  VERT ORDER  -  SECOND    CLASS 0
 ML0233
 ML0233.The horizontal coordinates were scaled from a topographic map and have
 ML0233.an estimated accuracy of +/- 6 seconds.
 ML0233
 ML0233.The orthometric height was determined by differential leveling
 ML0233.and adjusted by the National Geodetic Survey in June 1991..
 ML0233
 ML0233.The geoid height was determined by GEOID03.
 ML0233
 ML0233.The dynamic height is computed by dividing the NAVD 88
 ML0233.geopotential number by the normal gravity value computed on the
 ML0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0233.degrees latitude (g = 980.6199 gals.).
 ML0233
 ML0233.The modeled gravity was interpolated from observed gravity values.
 ML0233
 ML0233;                    North         East    Units  Estimated Accuracy
 ML0233;SPC NE       -   165,480.      657,600.      MT  (+/- 180 meters Scaled)
 ML0233
 ML0233                          SUPERSEDED SURVEY CONTROL
 ML0233
 ML0233  NGVD 29 (??/??/92)  519.342  (m)         1703.87   (f) ADJ UNCH    2 0
 ML0233
 ML0233.Superseded values are not recommended for survey control.
 ML0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0233.See file dsdata.txt to determine how the superseded data were derived.
 ML0233
 ML0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL738733(NAD 83)
 ML0233_MARKER: DD = SURVEY DISK
 ML0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0233_STAMPING: 10 69
 ML0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0233+STABILITY: SURFACE MOTION
 ML0233
 ML0233  HISTORY     - Date     Condition        Report By
 ML0233  HISTORY     - UNK      MONUMENTED       BOR
 ML0233  HISTORY     - 1950     GOOD             NGS
 ML0233
 ML0233                          STATION DESCRIPTION
 ML0233
 ML0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0233'10.9 MI SW FROM FULLERTON.
 ML0233'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0233'FULLERTON, THENCE 9.7 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0233'ON THE INSIDE OF A CURVE IN THE MAIN ROAD, 97 FEET NORTHWEST
 ML0233'OF BENCH MARK G 307, 59 FEET NORTH OF THE CENTER LINE OF AN
 ML0233'EAST AND WEST ROAD, 55 FEET WEST OF THE CENTER LINE OF A NORTH
 ML0233'AND SOUTH ROAD, 2.5 FEET NORTHWEST OF TELEPHONE POLE 22, 1 FOOT
 ML0233'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0233'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0234 ***********************************************************************
 ML0234  DESIGNATION -  10 71
 ML0234  PID         -  ML0234
 ML0234  STATE/COUNTY-  NE/NANCE
 ML0234  USGS QUAD   -  BELGRADE SE (1955)
 ML0234
 ML0234                         *CURRENT SURVEY CONTROL
 ML0234  ___________________________________________________________________
 ML0234* NAD 83(1986)-  41 19 22.     (N)    098 05 52.     (W)     SCALED    
 ML0234* NAVD 88     -       520.197  (meters)    1706.68   (feet)  ADJUSTED  
 ML0234  ___________________________________________________________________
 ML0234  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 ML0234  DYNAMIC HT  -         519.949 (meters)    1705.87  (feet)  COMP
 ML0234  MODELED GRAV-     980,131.1   (mgal)                       NAVD 88
 ML0234
 ML0234  VERT ORDER  -  SECOND    CLASS 0
 ML0234
 ML0234.The horizontal coordinates were scaled from a topographic map and have
 ML0234.an estimated accuracy of +/- 6 seconds.
 ML0234
 ML0234.The orthometric height was determined by differential leveling
 ML0234.and adjusted by the National Geodetic Survey in June 1991..
 ML0234
 ML0234.The geoid height was determined by GEOID03.
 ML0234
 ML0234.The dynamic height is computed by dividing the NAVD 88
 ML0234.geopotential number by the normal gravity value computed on the
 ML0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0234.degrees latitude (g = 980.6199 gals.).
 ML0234
 ML0234.The modeled gravity was interpolated from observed gravity values.
 ML0234
 ML0234;                    North         East    Units  Estimated Accuracy
 ML0234;SPC NE       -   167,120.      659,190.      MT  (+/- 180 meters Scaled)
 ML0234
 ML0234                          SUPERSEDED SURVEY CONTROL
 ML0234
 ML0234  NGVD 29 (??/??/92)  519.972  (m)         1705.94   (f) ADJ UNCH    2 0
 ML0234
 ML0234.Superseded values are not recommended for survey control.
 ML0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0234.See file dsdata.txt to determine how the superseded data were derived.
 ML0234
 ML0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL755749(NAD 83)
 ML0234_MARKER: DD = SURVEY DISK
 ML0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0234_STAMPING: 10 71
 ML0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0234+STABILITY: SURFACE MOTION
 ML0234
 ML0234  HISTORY     - Date     Condition        Report By
 ML0234  HISTORY     - UNK      MONUMENTED       BOR
 ML0234  HISTORY     - 1950     GOOD             NGS
 ML0234
 ML0234                          STATION DESCRIPTION
 ML0234
 ML0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0234'9 MI SW FROM FULLERTON.
 ML0234'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0234'FULLERTON, THENCE 7.75 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0234'AT A ROAD INTERSECTION, 33 FEET WEST OF THE CENTER LINE OF AN
 ML0234'EAST AND WEST ROAD, 3 FEET SOUTHWEST OF A POWER POLE, 0.5
 ML0234'FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0234'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0236 ***********************************************************************
 ML0236  DESIGNATION -  10 74
 ML0236  PID         -  ML0236
 ML0236  STATE/COUNTY-  NE/NANCE
 ML0236  USGS QUAD   -  BELGRADE SE (1955)
 ML0236
 ML0236                         *CURRENT SURVEY CONTROL
 ML0236  ___________________________________________________________________
 ML0236* NAD 83(1986)-  41 19 22.     (N)    098 04 44.     (W)     SCALED    
 ML0236* NAVD 88     -       516.444  (meters)    1694.37   (feet)  ADJUSTED  
 ML0236  ___________________________________________________________________
 ML0236  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 ML0236  DYNAMIC HT  -         516.198 (meters)    1693.56  (feet)  COMP
 ML0236  MODELED GRAV-     980,131.4   (mgal)                       NAVD 88
 ML0236
 ML0236  VERT ORDER  -  SECOND    CLASS 0
 ML0236
 ML0236.The horizontal coordinates were scaled from a topographic map and have
 ML0236.an estimated accuracy of +/- 6 seconds.
 ML0236
 ML0236.The orthometric height was determined by differential leveling
 ML0236.and adjusted by the National Geodetic Survey in June 1991..
 ML0236
 ML0236.The geoid height was determined by GEOID03.
 ML0236
 ML0236.The dynamic height is computed by dividing the NAVD 88
 ML0236.geopotential number by the normal gravity value computed on the
 ML0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0236.degrees latitude (g = 980.6199 gals.).
 ML0236
 ML0236.The modeled gravity was interpolated from observed gravity values.
 ML0236
 ML0236;                    North         East    Units  Estimated Accuracy
 ML0236;SPC NE       -   167,150.      660,780.      MT  (+/- 180 meters Scaled)
 ML0236
 ML0236                          SUPERSEDED SURVEY CONTROL
 ML0236
 ML0236  NGVD 29 (??/??/92)  516.219  (m)         1693.63   (f) ADJ UNCH    2 0
 ML0236
 ML0236.Superseded values are not recommended for survey control.
 ML0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0236.See file dsdata.txt to determine how the superseded data were derived.
 ML0236
 ML0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL770749(NAD 83)
 ML0236_MARKER: DD = SURVEY DISK
 ML0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0236_STAMPING: 10 74
 ML0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0236+STABILITY: SURFACE MOTION
 ML0236
 ML0236  HISTORY     - Date     Condition        Report By
 ML0236  HISTORY     - UNK      MONUMENTED       BOR
 ML0236  HISTORY     - 1950     GOOD             NGS
 ML0236
 ML0236                          STATION DESCRIPTION
 ML0236
 ML0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0236'8 MI SW FROM FULLERTON.
 ML0236'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0236'FULLERTON, THENCE 6.8 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0236'IN THE SOUTHWEST CORNER OF A SCHOOL YARD, 181 FEET SOUTH
 ML0236'OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 163 FEET WEST
 ML0236'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 37 FEET NORTH
 ML0236'OF THE CENTER LINE OF THE MAIN ROAD, 3 FEET NORTHEAST OF A
 ML0236'TELEPHONE POLE, 0.5 FOOT SOUTH OF A WITNESS POST, SET IN THE
 ML0236'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0240 ***********************************************************************
 ML0240  DESIGNATION -  10 78
 ML0240  PID         -  ML0240
 ML0240  STATE/COUNTY-  NE/NANCE
 ML0240  USGS QUAD   -  BELGRADE SE (1955)
 ML0240
 ML0240                         *CURRENT SURVEY CONTROL
 ML0240  ___________________________________________________________________
 ML0240* NAD 83(1986)-  41 20 13.     (N)    098 03 02.     (W)     SCALED    
 ML0240* NAVD 88     -       537.258  (meters)    1762.65   (feet)  ADJUSTED  
 ML0240  ___________________________________________________________________
 ML0240  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 ML0240  DYNAMIC HT  -         537.003 (meters)    1761.82  (feet)  COMP
 ML0240  MODELED GRAV-     980,131.8   (mgal)                       NAVD 88
 ML0240
 ML0240  VERT ORDER  -  SECOND    CLASS 0
 ML0240
 ML0240.The horizontal coordinates were scaled from a topographic map and have
 ML0240.an estimated accuracy of +/- 6 seconds.
 ML0240
 ML0240.The orthometric height was determined by differential leveling
 ML0240.and adjusted by the National Geodetic Survey in June 1991..
 ML0240
 ML0240.The geoid height was determined by GEOID03.
 ML0240
 ML0240.The dynamic height is computed by dividing the NAVD 88
 ML0240.geopotential number by the normal gravity value computed on the
 ML0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0240.degrees latitude (g = 980.6199 gals.).
 ML0240
 ML0240.The modeled gravity was interpolated from observed gravity values.
 ML0240
 ML0240;                    North         East    Units  Estimated Accuracy
 ML0240;SPC NE       -   168,780.      663,110.      MT  (+/- 180 meters Scaled)
 ML0240
 ML0240                          SUPERSEDED SURVEY CONTROL
 ML0240
 ML0240  NGVD 29 (??/??/92)  537.032  (m)         1761.91   (f) ADJ UNCH    2 0
 ML0240
 ML0240.Superseded values are not recommended for survey control.
 ML0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0240.See file dsdata.txt to determine how the superseded data were derived.
 ML0240
 ML0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL794765(NAD 83)
 ML0240_MARKER: DD = SURVEY DISK
 ML0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0240_STAMPING: 10 78
 ML0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0240+STABILITY: SURFACE MOTION
 ML0240
 ML0240  HISTORY     - Date     Condition        Report By
 ML0240  HISTORY     - UNK      MONUMENTED       BOR
 ML0240  HISTORY     - 1950     GOOD             NGS
 ML0240
 ML0240                          STATION DESCRIPTION
 ML0240
 ML0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0240'5.6 MI SW FROM FULLERTON.
 ML0240'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0240'FULLERTON, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0240'AT A T ROAD JUNCTION, 155 FEET NORTHWEST OF THE CENTER LINE
 ML0240'OF THE MAIN ROAD, 65 FEET NORTH OF BENCH MARK N 307, 28 FEET
 ML0240'WEST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 63 FEET
 ML0240'NORTH OF TELEPHONE POLE 307/1, 3 FEET EAST OF A POWER POLE,
 ML0240'2 FEET WEST OF A FENCE, 1.2 FEET SOUTH OF A WITNESS POST, SET IN
 ML0240'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 ML0240'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0243 ***********************************************************************
 ML0243  DESIGNATION -  10 80
 ML0243  PID         -  ML0243
 ML0243  STATE/COUNTY-  NE/NANCE
 ML0243  USGS QUAD   -  BELGRADE SE (1955)
 ML0243
 ML0243                         *CURRENT SURVEY CONTROL
 ML0243  ___________________________________________________________________
 ML0243* NAD 83(1986)-  41 20 13.     (N)    098 01 52.     (W)     SCALED    
 ML0243* NAVD 88     -       512.227  (meters)    1680.53   (feet)  ADJUSTED  
 ML0243  ___________________________________________________________________
 ML0243  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 ML0243  DYNAMIC HT  -         511.985 (meters)    1679.74  (feet)  COMP
 ML0243  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 ML0243
 ML0243  VERT ORDER  -  SECOND    CLASS 0
 ML0243
 ML0243.The horizontal coordinates were scaled from a topographic map and have
 ML0243.an estimated accuracy of +/- 6 seconds.
 ML0243
 ML0243.The orthometric height was determined by differential leveling
 ML0243.and adjusted by the National Geodetic Survey in June 1991..
 ML0243
 ML0243.The geoid height was determined by GEOID03.
 ML0243
 ML0243.The dynamic height is computed by dividing the NAVD 88
 ML0243.geopotential number by the normal gravity value computed on the
 ML0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0243.degrees latitude (g = 980.6199 gals.).
 ML0243
 ML0243.The modeled gravity was interpolated from observed gravity values.
 ML0243
 ML0243;                    North         East    Units  Estimated Accuracy
 ML0243;SPC NE       -   168,820.      664,740.      MT  (+/- 180 meters Scaled)
 ML0243
 ML0243                          SUPERSEDED SURVEY CONTROL
 ML0243
 ML0243  NGVD 29 (??/??/92)  512.004  (m)         1679.80   (f) ADJ UNCH    2 0
 ML0243
 ML0243.Superseded values are not recommended for survey control.
 ML0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0243.See file dsdata.txt to determine how the superseded data were derived.
 ML0243
 ML0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL810766(NAD 83)
 ML0243_MARKER: DD = SURVEY DISK
 ML0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0243+STABILITY: SURFACE MOTION
 ML0243
 ML0243  HISTORY     - Date     Condition        Report By
 ML0243  HISTORY     - UNK      MONUMENTED       BOR
 ML0243  HISTORY     - 1950     GOOD             NGS
 ML0243
 ML0243                          STATION DESCRIPTION
 ML0243
 ML0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0243'4.6 MI SW FROM FULLERTON.
 ML0243'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0243'FULLERTON, THENCE 3.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, AT
 ML0243'A T ROAD JUNCTION ON THE OUTSIDE OF A CURVE IN THE MAIN ROAD,
 ML0243'107 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 22 FEET
 ML0243'WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 4 FEET SOUTHWEST
 ML0243'OF A FENCE CORNER, 1 FOOT NORTHEAST OF A WITNESS POST, SET IN
 ML0243'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 ML0243'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0245 ***********************************************************************
 ML0245  DESIGNATION -  10 81
 ML0245  PID         -  ML0245
 ML0245  STATE/COUNTY-  NE/NANCE
 ML0245  USGS QUAD   -  BELGRADE SE (1955)
 ML0245
 ML0245                         *CURRENT SURVEY CONTROL
 ML0245  ___________________________________________________________________
 ML0245* NAD 83(1986)-  41 20 38.     (N)    098 01 32.     (W)     SCALED    
 ML0245* NAVD 88     -       527.169  (meters)    1729.55   (feet)  ADJUSTED  
 ML0245  ___________________________________________________________________
 ML0245  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 ML0245  DYNAMIC HT  -         526.920 (meters)    1728.74  (feet)  COMP
 ML0245  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 ML0245
 ML0245  VERT ORDER  -  SECOND    CLASS 0
 ML0245
 ML0245.The horizontal coordinates were scaled from a topographic map and have
 ML0245.an estimated accuracy of +/- 6 seconds.
 ML0245
 ML0245.The orthometric height was determined by differential leveling
 ML0245.and adjusted by the National Geodetic Survey in June 1991..
 ML0245
 ML0245.The geoid height was determined by GEOID03.
 ML0245
 ML0245.The dynamic height is computed by dividing the NAVD 88
 ML0245.geopotential number by the normal gravity value computed on the
 ML0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0245.degrees latitude (g = 980.6199 gals.).
 ML0245
 ML0245.The modeled gravity was interpolated from observed gravity values.
 ML0245
 ML0245;                    North         East    Units  Estimated Accuracy
 ML0245;SPC NE       -   169,600.      665,180.      MT  (+/- 180 meters Scaled)
 ML0245
 ML0245                          SUPERSEDED SURVEY CONTROL
 ML0245
 ML0245  NGVD 29 (??/??/92)  526.945  (m)         1728.82   (f) ADJ UNCH    2 0
 ML0245
 ML0245.Superseded values are not recommended for survey control.
 ML0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0245.See file dsdata.txt to determine how the superseded data were derived.
 ML0245
 ML0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL815773(NAD 83)
 ML0245_MARKER: DD = SURVEY DISK
 ML0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0245_SP_SET: CURVE
 ML0245_STAMPING: 10 81
 ML0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0245
 ML0245  HISTORY     - Date     Condition        Report By
 ML0245  HISTORY     - UNK      MONUMENTED       BOR
 ML0245  HISTORY     - 1950     GOOD             NGS
 ML0245
 ML0245                          STATION DESCRIPTION
 ML0245
 ML0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0245'3.8 MI SW FROM FULLERTON.
 ML0245'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0245'FULLERTON, THENCE 2.65 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0245'AT A T ROAD JUNCTION, ON THE INSIDE OF A CURVE IN THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1006 ***********************************************************************
 ML1006  DESIGNATION -  10 82
 ML1006  PID         -  ML1006
 ML1006  STATE/COUNTY-  NE/NANCE
 ML1006  USGS QUAD   -  BELGRADE SE (1955)
 ML1006
 ML1006                         *CURRENT SURVEY CONTROL
 ML1006  ___________________________________________________________________
 ML1006* NAD 83(1986)-  41 20 43.     (N)    098 00 01.     (W)     SCALED    
 ML1006* NAVD 88     -       506.576  (meters)    1661.99   (feet)  ADJUSTED  
 ML1006  ___________________________________________________________________
 ML1006  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 ML1006  DYNAMIC HT  -         506.339 (meters)    1661.21  (feet)  COMP
 ML1006  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 ML1006
 ML1006  VERT ORDER  -  SECOND    CLASS 0
 ML1006
 ML1006.The horizontal coordinates were scaled from a topographic map and have
 ML1006.an estimated accuracy of +/- 6 seconds.
 ML1006
 ML1006.The orthometric height was determined by differential leveling
 ML1006.and adjusted by the National Geodetic Survey in June 1991..
 ML1006
 ML1006.The geoid height was determined by GEOID03.
 ML1006
 ML1006.The dynamic height is computed by dividing the NAVD 88
 ML1006.geopotential number by the normal gravity value computed on the
 ML1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML1006.degrees latitude (g = 980.6199 gals.).
 ML1006
 ML1006.The modeled gravity was interpolated from observed gravity values.
 ML1006
 ML1006;                    North         East    Units  Estimated Accuracy
 ML1006;SPC NE       -   169,800.      667,300.      MT  (+/- 180 meters Scaled)
 ML1006
 ML1006                          SUPERSEDED SURVEY CONTROL
 ML1006
 ML1006  NGVD 29 (??/??/92)  506.355  (m)         1661.27   (f) ADJ UNCH    2 0
 ML1006
 ML1006.Superseded values are not recommended for survey control.
 ML1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1006.See file dsdata.txt to determine how the superseded data were derived.
 ML1006
 ML1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL836775(NAD 83)
 ML1006_MARKER: DD = SURVEY DISK
 ML1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML1006_STAMPING: 10 82
 ML1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1006+STABILITY: SURFACE MOTION
 ML1006
 ML1006  HISTORY     - Date     Condition        Report By
 ML1006  HISTORY     - UNK      MONUMENTED       BOR
 ML1006  HISTORY     - 1950     GOOD             NGS
 ML1006
 ML1006                          STATION DESCRIPTION
 ML1006
 ML1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML1006'2.5 MI SW FROM FULLERTON.
 ML1006'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML1006'FULLERTON, THENCE 1.3 MILES SOUTHWEST ALONG A GRAVELED ROAD, AT A
 ML1006'Y ROAD JUNCTION, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN
 ML1006'ROAD, 16 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING
 ML1006'SOUTH, 2.8 FEET EAST OF A FENCE CORNER, 0.3 FOOT WEST OF A
 ML1006'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML1006'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1559 ***********************************************************************
 MK1559  DESIGNATION -  10 84
 MK1559  PID         -  MK1559
 MK1559  STATE/COUNTY-  NE/NANCE
 MK1559  USGS QUAD   -  FULLERTON (1958)
 MK1559
 MK1559                         *CURRENT SURVEY CONTROL
 MK1559  ___________________________________________________________________
 MK1559* NAD 83(1986)-  41 21 30.     (N)    097 59 08.     (W)     SCALED    
 MK1559* NAVD 88     -       509.456  (meters)    1671.44   (feet)  ADJUSTED  
 MK1559  ___________________________________________________________________
 MK1559  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 MK1559  DYNAMIC HT  -         509.219 (meters)    1670.66  (feet)  COMP
 MK1559  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 MK1559
 MK1559  VERT ORDER  -  SECOND    CLASS 0
 MK1559
 MK1559.The horizontal coordinates were scaled from a topographic map and have
 MK1559.an estimated accuracy of +/- 6 seconds.
 MK1559
 MK1559.The orthometric height was determined by differential leveling
 MK1559.and adjusted by the National Geodetic Survey in June 1991..
 MK1559
 MK1559.The geoid height was determined by GEOID03.
 MK1559
 MK1559.The dynamic height is computed by dividing the NAVD 88
 MK1559.geopotential number by the normal gravity value computed on the
 MK1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1559.degrees latitude (g = 980.6199 gals.).
 MK1559
 MK1559.The modeled gravity was interpolated from observed gravity values.
 MK1559
 MK1559;                    North         East    Units  Estimated Accuracy
 MK1559;SPC NE       -   171,280.      668,490.      MT  (+/- 180 meters Scaled)
 MK1559
 MK1559                          SUPERSEDED SURVEY CONTROL
 MK1559
 MK1559  NGVD 29 (??/??/92)  509.235  (m)         1670.72   (f) ADJ UNCH    2 0
 MK1559
 MK1559.Superseded values are not recommended for survey control.
 MK1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1559.See file dsdata.txt to determine how the superseded data were derived.
 MK1559
 MK1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL848790(NAD 83)
 MK1559_MARKER: DD = SURVEY DISK
 MK1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1559_STAMPING: 10 84
 MK1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1559+STABILITY: SURFACE MOTION
 MK1559
 MK1559  HISTORY     - Date     Condition        Report By
 MK1559  HISTORY     - UNK      MONUMENTED       BOR
 MK1559  HISTORY     - 1950     GOOD             NGS
 MK1559
 MK1559                          STATION DESCRIPTION
 MK1559
 MK1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1559'1.2 MI W FROM FULLERTON.
 MK1559'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1559'FULLERTON, AT A Y ROAD JUNCTION, 56 FEET NORTHWEST OF THE CENTER
 MK1559'LINE OF A GRAVELED ROAD LEADING SOUTHWEST, 35 FEET NORTH OF THE
 MK1559'CENTER LINE OF THE HIGHWAY, 11 FEET EAST OF THE CENTER OF A
 MK1559'GATE, 14 FEET NORTHWEST OF A POWER POLE, 2 FEET NORTHEAST OF A
 MK1559'FENCE CORNER, 0.8 FOOT SOUTHWEST OF A WITNESS POST, SET IN THE
 MK1559'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0754 ***********************************************************************
 NP0754  DESIGNATION -  10 DHW
 NP0754  PID         -  NP0754
 NP0754  STATE/COUNTY-  NE/SIOUX
 NP0754  USGS QUAD   -  STORY (1980)
 NP0754
 NP0754                         *CURRENT SURVEY CONTROL
 NP0754  ___________________________________________________________________
 NP0754* NAD 83(1986)-  42 59 41.     (N)    103 57 43.     (W)     SCALED    
 NP0754* NAVD 88     -      1160.493  (meters)    3807.38   (feet)  ADJUSTED  
 NP0754  ___________________________________________________________________
 NP0754  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 NP0754  DYNAMIC HT  -        1159.938 (meters)    3805.56  (feet)  COMP
 NP0754  MODELED GRAV-     980,101.8   (mgal)                       NAVD 88
 NP0754
 NP0754  VERT ORDER  -  THIRD
 NP0754
 NP0754.The horizontal coordinates were scaled from a topographic map and have
 NP0754.an estimated accuracy of +/- 6 seconds.
 NP0754
 NP0754.The orthometric height was determined by differential leveling
 NP0754.and adjusted by the National Geodetic Survey in June 1991..
 NP0754
 NP0754.The geoid height was determined by GEOID03.
 NP0754
 NP0754.The dynamic height is computed by dividing the NAVD 88
 NP0754.geopotential number by the normal gravity value computed on the
 NP0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0754.degrees latitude (g = 980.6199 gals.).
 NP0754
 NP0754.The modeled gravity was interpolated from observed gravity values.
 NP0754
 NP0754;                    North         East    Units  Estimated Accuracy
 NP0754;SPC NE       -   358,440.      177,030.      MT  (+/- 180 meters Scaled)
 NP0754
 NP0754                          SUPERSEDED SURVEY CONTROL
 NP0754
 NP0754.No superseded survey control is available for this station.
 NP0754
 NP0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH846607(NAD 83)
 NP0754_MARKER: DB = BENCH MARK DISK
 NP0754_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0754_SP_SET: COPPER-CLAD STEEL ROD
 NP0754_STAMPING: 10 DHW 1974
 NP0754_MARK LOGO: USGS  
 NP0754_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0754+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NP0754
 NP0754  HISTORY     - Date     Condition        Report By
 NP0754  HISTORY     - 1974     MONUMENTED       USGS
 NP0754
 NP0754                          STATION DESCRIPTION
 NP0754
 NP0754'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0754'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 18.5 MILES
 NP0754'WEST ALONG GRADED ROAD AND TRACK ROAD TO A Y-JUNCTION, 0.3 MILES
 NP0754'SOUTHWEST OF WALLACES RANCH HOUSE IN NEBRASKA, CENTER OF SECTION
 NP0754'19/TOWNSHIP 35 NORTH/RANGE 56 WEST, 54 FEET EAST OF THE NORTH-SOUTH
 NP0754'ROAD AND 97 FEET NORTH OF THE MAIN EAST-WEST ROAD, IN THE MIDDLE OF A
 NP0754'GRASSY TRIANGLE FORMED BY A ROAD FORK, SET IN A COPPER-CLAD STEEL ROD
 NP0754'DRIVEN 9.8 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0519 ***********************************************************************
 LH0519  DESIGNATION -  100
 LH0519  PID         -  LH0519
 LH0519  STATE/COUNTY-  NE/BUFFALO
 LH0519  USGS QUAD   -  KEARNEY (1983)
 LH0519
 LH0519                         *CURRENT SURVEY CONTROL
 LH0519  ___________________________________________________________________
 LH0519* NAD 83(1986)-  40 41 59.     (N)    099 04 52.     (W)     SCALED    
 LH0519* NAVD 88     -       655.972  (meters)    2152.13   (feet)  ADJUSTED  
 LH0519  ___________________________________________________________________
 LH0519  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 LH0519  DYNAMIC HT  -         655.601 (meters)    2150.92  (feet)  COMP
 LH0519  MODELED GRAV-     980,037.7   (mgal)                       NAVD 88
 LH0519
 LH0519  VERT ORDER  -  FIRST     CLASS II
 LH0519
 LH0519.The horizontal coordinates were scaled from a topographic map and have
 LH0519.an estimated accuracy of +/- 6 seconds.
 LH0519
 LH0519.The orthometric height was determined by differential leveling
 LH0519.and adjusted by the National Geodetic Survey in June 1991..
 LH0519
 LH0519.The geoid height was determined by GEOID03.
 LH0519
 LH0519.The dynamic height is computed by dividing the NAVD 88
 LH0519.geopotential number by the normal gravity value computed on the
 LH0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0519.degrees latitude (g = 980.6199 gals.).
 LH0519
 LH0519.The modeled gravity was interpolated from observed gravity values.
 LH0519
 LH0519;                    North         East    Units  Estimated Accuracy
 LH0519;SPC NE       -    96,610.      577,640.      MT  (+/- 180 meters Scaled)
 LH0519
 LH0519                          SUPERSEDED SURVEY CONTROL
 LH0519
 LH0519  NGVD 29 (??/??/92)  655.713  (m)         2151.29   (f) ADJ UNCH    1 2
 LH0519
 LH0519.Superseded values are not recommended for survey control.
 LH0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0519.See file dsdata.txt to determine how the superseded data were derived.
 LH0519
 LH0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML931054(NAD 83)
 LH0519_MARKER: B = BOLT
 LH0519_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LH0519_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LH0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0519
 LH0519  HISTORY     - Date     Condition        Report By
 LH0519  HISTORY     - UNK      MONUMENTED       LOCENG
 LH0519  HISTORY     - 1934     GOOD             NGS
 LH0519  HISTORY     - 1950     GOOD             NGS
 LH0519  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0519
 LH0519                          STATION DESCRIPTION
 LH0519
 LH0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0519'AT KEARNEY.
 LH0519'AT KEARNEY, BUFFALO COUNTY, AT THE POST OFFICE, 20 FEET SOUTHWEST
 LH0519'OF THE SOUTHWEST CORNER OF THE BUILDING, AND IN THE FRONT LAWN.
 LH0519'A COPPER BOLT, SET IN CONCRETE AND INCASED IN A 6-INCH IRON
 LH0519'PIPE WITH THE COVER FLUSH WITH THE SURFACE OF THE GROUND.
 LH0519
 LH0519                          STATION RECOVERY (1950)
 LH0519
 LH0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LH0519'RECOVERED IN GOOD CONDITION.
 LH0519
 LH0519                          STATION RECOVERY (1991)
 LH0519
 LH0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0519'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1328 ***********************************************************************
 MK1328  DESIGNATION -  102
 MK1328  PID         -  MK1328
 MK1328  STATE/COUNTY-  NE/BUTLER
 MK1328  USGS QUAD   -  COLUMBUS SE (1976)
 MK1328
 MK1328                         *CURRENT SURVEY CONTROL
 MK1328  ___________________________________________________________________
 MK1328* NAD 83(1986)-  41 20 13.     (N)    097 18 42.     (W)     SCALED    
 MK1328* NAVD 88     -       447.567  (meters)    1468.39   (feet)  ADJUSTED  
 MK1328  ___________________________________________________________________
 MK1328  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 MK1328  DYNAMIC HT  -         447.368 (meters)    1467.74  (feet)  COMP
 MK1328  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 MK1328
 MK1328  VERT ORDER  -  SECOND    CLASS 0
 MK1328
 MK1328.The horizontal coordinates were scaled from a topographic map and have
 MK1328.an estimated accuracy of +/- 6 seconds.
 MK1328
 MK1328.The orthometric height was determined by differential leveling
 MK1328.and adjusted by the National Geodetic Survey in June 1991..
 MK1328
 MK1328.The geoid height was determined by GEOID03.
 MK1328
 MK1328.The dynamic height is computed by dividing the NAVD 88
 MK1328.geopotential number by the normal gravity value computed on the
 MK1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1328.degrees latitude (g = 980.6199 gals.).
 MK1328
 MK1328.The modeled gravity was interpolated from observed gravity values.
 MK1328
 MK1328;                    North         East    Units  Estimated Accuracy
 MK1328;SPC NE       -   170,440.      724,920.      MT  (+/- 180 meters Scaled)
 MK1328
 MK1328                          SUPERSEDED SURVEY CONTROL
 MK1328
 MK1328  NGVD 29 (??/??/92)  447.391  (m)         1467.82   (f) ADJ UNCH    2 0
 MK1328
 MK1328.Superseded values are not recommended for survey control.
 MK1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1328.See file dsdata.txt to determine how the superseded data were derived.
 MK1328
 MK1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL412775(NAD 83)
 MK1328_MARKER: DB = BENCH MARK DISK
 MK1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1328_STAMPING: 102
 MK1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1328+STABILITY: SURFACE MOTION
 MK1328
 MK1328  HISTORY     - Date     Condition        Report By
 MK1328  HISTORY     - UNK      MONUMENTED       NEGS
 MK1328  HISTORY     - 1950     GOOD             NGS
 MK1328
 MK1328                          STATION DESCRIPTION
 MK1328
 MK1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1328'4.2 MI W FROM BELLWOOD.
 MK1328'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1328'BELLWOOD, THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, AT A
 MK1328'ROAD INTERSECTION, 35 FEET NORTH OF THE CENTER LINE OF THE
 MK1328'HIGHWAY, 24 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1328'ROAD, 6.5 FEET SOUTHEAST OF A POWER POLE, 11.5 FEET NORTHWEST
 MK1328'OF A TELEPHONE POLE, 1.3 FEET SOUTH OF A WITNESS POST, SET IN
 MK1328'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 MK1328'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1329 ***********************************************************************
 MK1329  DESIGNATION -  102 RESET
 MK1329  PID         -  MK1329
 MK1329  STATE/COUNTY-  NE/BUTLER
 MK1329  USGS QUAD   -  COLUMBUS SE (1976)
 MK1329
 MK1329                         *CURRENT SURVEY CONTROL
 MK1329  ___________________________________________________________________
 MK1329* NAD 83(1986)-  41 20 13.     (N)    097 18 42.     (W)     SCALED    
 MK1329* NAVD 88     -       447.72   (meters)    1468.9    (feet)  RESET     
 MK1329  ___________________________________________________________________
 MK1329  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 MK1329
 MK1329  VERT ORDER  -  THIRD
 MK1329
 MK1329.The horizontal coordinates were scaled from a topographic map and have
 MK1329.an estimated accuracy of +/- 6 seconds.
 MK1329
 MK1329.The orthometric height was computed from unverified reset data.
 MK1329
 MK1329.The geoid height was determined by GEOID03.
 MK1329
 MK1329;                    North         East    Units  Estimated Accuracy
 MK1329;SPC NE       -   170,440.      724,920.      MT  (+/- 180 meters Scaled)
 MK1329
 MK1329                          SUPERSEDED SURVEY CONTROL
 MK1329
 MK1329  NGVD 29 (??/??/??)  447.55   (m)         1468.3    (f) RESET       3  
 MK1329
 MK1329.Superseded values are not recommended for survey control.
 MK1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1329.See file dsdata.txt to determine how the superseded data were derived.
 MK1329
 MK1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL412775(NAD 83)
 MK1329_MARKER: DB = BENCH MARK DISK
 MK1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1329_STAMPING: 102 RESET 1961
 MK1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1329+STABILITY: SURFACE MOTION
 MK1329
 MK1329  HISTORY     - Date     Condition        Report By
 MK1329  HISTORY     - 1961     MONUMENTED       NEDR
 MK1329
 MK1329                          STATION DESCRIPTION
 MK1329
 MK1329'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MK1329'4.2 MI SW FROM BELLWOOD.
 MK1329'THIS MARK IS LOCATED 0.35 MILE SOUTH ALONG A GRAVELED STREET
 MK1329'FROM THE POST OFFICE AT BELLWOOD, THENCE 3.85 MILES WEST ALONG
 MK1329'STATE HIGHWAY 64, AT A ROAD INTERSECTION, 68 FEET NORTH OF THE
 MK1329'CENTERLINE OF THE HIGHWAY, 36.3 FEET WEST OF THE CENTERLINE
 MK1329'OF A NORTH AND SOUTH ROAD, 5.0 FEET WEST OF THE CENTER OF A
 MK1329'CORNER FENCE POST AND 6.75 FEET EAST OF THE CENTER OF A TELEPHONE
 MK1329'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1329'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0656 ***********************************************************************
 LF0656  DESIGNATION -  1027
 LF0656  PID         -  LF0656
 LF0656  STATE/COUNTY-  NE/RICHARDSON
 LF0656  USGS QUAD   -  BARADA (1966)
 LF0656
 LF0656                         *CURRENT SURVEY CONTROL
 LF0656  ___________________________________________________________________
 LF0656* NAD 83(1986)-  40 08 42.     (N)    095 32 21.     (W)     SCALED    
 LF0656* NAVD 88     -       312.970  (meters)    1026.80   (feet)  ADJUSTED  
 LF0656  ___________________________________________________________________
 LF0656  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF0656  DYNAMIC HT  -         312.797 (meters)    1026.23  (feet)  COMP
 LF0656  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 LF0656
 LF0656  VERT ORDER  -  SECOND    CLASS 0
 LF0656
 LF0656.The horizontal coordinates were scaled from a topographic map and have
 LF0656.an estimated accuracy of +/- 6 seconds.
 LF0656
 LF0656.The orthometric height was determined by differential leveling
 LF0656.and adjusted by the National Geodetic Survey in June 1991..
 LF0656
 LF0656.The geoid height was determined by GEOID03.
 LF0656
 LF0656.The dynamic height is computed by dividing the NAVD 88
 LF0656.geopotential number by the normal gravity value computed on the
 LF0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0656.degrees latitude (g = 980.6199 gals.).
 LF0656
 LF0656.The modeled gravity was interpolated from observed gravity values.
 LF0656
 LF0656;                    North         East    Units  Estimated Accuracy
 LF0656;SPC NE       -    44,410.      879,930.      MT  (+/- 180 meters Scaled)
 LF0656
 LF0656                          SUPERSEDED SURVEY CONTROL
 LF0656
 LF0656  NGVD 29 (??/??/92)  312.901  (m)         1026.58   (f) ADJ UNCH    2 0
 LF0656
 LF0656.Superseded values are not recommended for survey control.
 LF0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0656.See file dsdata.txt to determine how the superseded data were derived.
 LF0656
 LF0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE837469(NAD 83)
 LF0656_MARKER: P = PIPE CAP
 LF0656_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0656_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0656_STAMPING: 1027
 LF0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0656
 LF0656  HISTORY     - Date     Condition        Report By
 LF0656  HISTORY     - UNK      MONUMENTED       USGS
 LF0656  HISTORY     - 1947     GOOD             NGS
 LF0656
 LF0656                          STATION DESCRIPTION
 LF0656
 LF0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0656'9.2 MI E FROM VERDON.
 LF0656'5.6 MILES EAST ALONG U.S. HIGHWAY NO. 73 AND 3.55 MILES EAST
 LF0656'ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION
 LF0656'AT VERDON, IN THE NORTHWEST ANGLE OF A CROSS ROAD, ABOUT 300
 LF0656'FEET NORTHWEST OF AND ACROSS THE ROAD CROSSING OF A FARM HOUSE
 LF0656'WHICH IS NOW OWNED BY ED. BUCKHOLZ, 64.0 FEET WEST OF THE CENTER
 LF0656'OF THE NORTH-SOUTH ROAD, 33.0 FEET NORTH OF THE CENTER OF THE
 LF0656'EAST-WEST ROAD, 29.5 FEET WEST OF A FENCE CORNER POST, 28.5
 LF0656'FEET WEST OF A TELEPHONE POLE, 1.2 FOOT EAST OF A REFERENCE POST,
 LF0656'A U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED ON TOP OF A 3 1/2-INCH
 LF0656'IRON PIPE, ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1331 ***********************************************************************
 MK1331  DESIGNATION -  103
 MK1331  PID         -  MK1331
 MK1331  STATE/COUNTY-  NE/BUTLER
 MK1331  USGS QUAD   -  COLUMBUS SE (1976)
 MK1331
 MK1331                         *CURRENT SURVEY CONTROL
 MK1331  ___________________________________________________________________
 MK1331* NAD 83(1986)-  41 20 14.     (N)    097 16 22.     (W)     SCALED    
 MK1331* NAVD 88     -       442.849  (meters)    1452.91   (feet)  ADJUSTED  
 MK1331  ___________________________________________________________________
 MK1331  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 MK1331  DYNAMIC HT  -         442.652 (meters)    1452.27  (feet)  COMP
 MK1331  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 MK1331
 MK1331  VERT ORDER  -  SECOND    CLASS 0
 MK1331
 MK1331.The horizontal coordinates were scaled from a topographic map and have
 MK1331.an estimated accuracy of +/- 6 seconds.
 MK1331
 MK1331.The orthometric height was determined by differential leveling
 MK1331.and adjusted by the National Geodetic Survey in June 1991..
 MK1331
 MK1331.The geoid height was determined by GEOID03.
 MK1331
 MK1331.The dynamic height is computed by dividing the NAVD 88
 MK1331.geopotential number by the normal gravity value computed on the
 MK1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1331.degrees latitude (g = 980.6199 gals.).
 MK1331
 MK1331.The modeled gravity was interpolated from observed gravity values.
 MK1331
 MK1331;                    North         East    Units  Estimated Accuracy
 MK1331;SPC NE       -   170,570.      728,170.      MT  (+/- 180 meters Scaled)
 MK1331
 MK1331                          SUPERSEDED SURVEY CONTROL
 MK1331
 MK1331  NGVD 29 (??/??/92)  442.674  (m)         1452.34   (f) ADJ UNCH    2 0
 MK1331
 MK1331.Superseded values are not recommended for survey control.
 MK1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1331.See file dsdata.txt to determine how the superseded data were derived.
 MK1331
 MK1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL445776(NAD 83)
 MK1331_MARKER: DB = BENCH MARK DISK
 MK1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1331_STAMPING: 103
 MK1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1331+STABILITY: SURFACE MOTION
 MK1331
 MK1331  HISTORY     - Date     Condition        Report By
 MK1331  HISTORY     - UNK      MONUMENTED       NEGS
 MK1331  HISTORY     - 1950     GOOD             NGS
 MK1331  HISTORY     - 1957     MARK NOT FOUND   NEGS
 MK1331
 MK1331                          STATION DESCRIPTION
 MK1331
 MK1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1331'2.2 MI W FROM BELLWOOD.
 MK1331'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1331'BELLWOOD, THENCE 1.85 MILES WEST ALONG STATE HIGHWAY 64, AT A
 MK1331'ROAD INTERSECTION, 0.2 MILE WEST OF A FARMHOUSE WHICH IS ON THE
 MK1331'NORTH SIDE OF THE HIGHWAY, 35 FEET NORTH OF THE CENTER LINE OF
 MK1331'THE HIGHWAY, 32 FEET EAST OF THE CENTER LINE OF A NORTH AND
 MK1331'SOUTH ROAD, 3.8 FEET NORTHEAST OF A POWER POLE, 3.4 FEET NORTH
 MK1331'OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 MK1331'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK1331
 MK1331                          STATION RECOVERY (1957)
 MK1331
 MK1331'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1957
 MK1331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1332 ***********************************************************************
 MK1332  DESIGNATION -  103 RESET
 MK1332  PID         -  MK1332
 MK1332  STATE/COUNTY-  NE/BUTLER
 MK1332  USGS QUAD   -  COLUMBUS SE (1976)
 MK1332
 MK1332                         *CURRENT SURVEY CONTROL
 MK1332  ___________________________________________________________________
 MK1332* NAD 83(1986)-  41 20 14.     (N)    097 16 22.     (W)     SCALED    
 MK1332* NAVD 88     -       442.67   (meters)    1452.3    (feet)  RESET     
 MK1332  ___________________________________________________________________
 MK1332  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 MK1332
 MK1332  VERT ORDER  -  THIRD
 MK1332
 MK1332.The horizontal coordinates were scaled from a topographic map and have
 MK1332.an estimated accuracy of +/- 6 seconds.
 MK1332
 MK1332.The orthometric height was computed from unverified reset data.
 MK1332
 MK1332.The geoid height was determined by GEOID03.
 MK1332
 MK1332;                    North         East    Units  Estimated Accuracy
 MK1332;SPC NE       -   170,570.      728,170.      MT  (+/- 180 meters Scaled)
 MK1332
 MK1332                          SUPERSEDED SURVEY CONTROL
 MK1332
 MK1332  NGVD 29 (??/??/??)  442.49   (m)         1451.7    (f) RESET       3  
 MK1332
 MK1332.Superseded values are not recommended for survey control.
 MK1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1332.See file dsdata.txt to determine how the superseded data were derived.
 MK1332
 MK1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL445776(NAD 83)
 MK1332_MARKER: DB = BENCH MARK DISK
 MK1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1332_STAMPING: 103 RESET 1961
 MK1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1332+STABILITY: SURFACE MOTION
 MK1332
 MK1332  HISTORY     - Date     Condition        Report By
 MK1332  HISTORY     - 1961     MONUMENTED       NEGS
 MK1332
 MK1332                          STATION DESCRIPTION
 MK1332
 MK1332'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1961
 MK1332'2.2 MI SW FROM BELLWOOD.
 MK1332'THIS MARK IS LOCATED 0.35 MILE SOUTH ALONG A GRAVELED STREET
 MK1332'FROM THE POST OFFICE AT BELLWOOD, THENCE 1.85 MILES WEST ALONG
 MK1332'STATE HIGHWAY 64, AT A ROAD INTERSECTION, 0.2 MILE WEST OF A
 MK1332'FARMHOUSE WHICH IS ON THE NORTH SIDE OF THE HIGHWAY, 60 FEET
 MK1332'NORTH OF THE CENTERLINE OF THE HIGHWAY, 73.05 FEET WEST OF THE
 MK1332'CENTERLINE OF A NORTH AND SOUTH ROAD, 11.6 FEET SOUTHEAST OF
 MK1332'THE CENTER OF A POWER POLE, 20.75 FEET SOUTH OF THE CENTER OF
 MK1332'A POWER POLE AND 39.8 FEET NORTHWEST OF THE TOP OF THE WEST END
 MK1332'OF THE NORTH HEADWALL, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1332'IS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0781 ***********************************************************************
 LF0781  DESIGNATION -  1030
 LF0781  PID         -  LF0781
 LF0781  STATE/COUNTY-  NE/OTOE
 LF0781  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0781
 LF0781                         *CURRENT SURVEY CONTROL
 LF0781  ___________________________________________________________________
 LF0781* NAD 83(1986)-  40 40 31.     (N)    095 51 19.     (W)     SCALED    
 LF0781* NAVD 88     -       313.737  (meters)    1029.32   (feet)  ADJUSTED  
 LF0781  ___________________________________________________________________
 LF0781  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LF0781  DYNAMIC HT  -         313.572 (meters)    1028.78  (feet)  COMP
 LF0781  MODELED GRAV-     980,091.9   (mgal)                       NAVD 88
 LF0781
 LF0781  VERT ORDER  -  FIRST     CLASS II
 LF0781
 LF0781.The horizontal coordinates were scaled from a topographic map and have
 LF0781.an estimated accuracy of +/- 6 seconds.
 LF0781
 LF0781.The orthometric height was determined by differential leveling
 LF0781.and adjusted by the National Geodetic Survey in May 1993..
 LF0781
 LF0781.The geoid height was determined by GEOID03.
 LF0781
 LF0781.The dynamic height is computed by dividing the NAVD 88
 LF0781.geopotential number by the normal gravity value computed on the
 LF0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0781.degrees latitude (g = 980.6199 gals.).
 LF0781
 LF0781.The modeled gravity was interpolated from observed gravity values.
 LF0781
 LF0781;                    North         East    Units  Estimated Accuracy
 LF0781;SPC NE       -   101,880.      850,210.      MT  (+/- 180 meters Scaled)
 LF0781
 LF0781                          SUPERSEDED SURVEY CONTROL
 LF0781
 LF0781  NAVD 88 (06/15/91)  313.726  (m)         1029.28   (f) UNKNOWN     1 2
 LF0781  NGVD 29 (??/??/92)  313.616  (m)         1028.92   (f) ADJ UNCH    1 2
 LF0781
 LF0781.Superseded values are not recommended for survey control.
 LF0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0781.See file dsdata.txt to determine how the superseded data were derived.
 LF0781
 LF0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF586066(NAD 83)
 LF0781_MARKER: DB = BENCH MARK DISK
 LF0781_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LF0781_SP_SET: STEP
 LF0781_STAMPING: 1030 ADJ 1903
 LF0781_MARK LOGO: USGS  
 LF0781_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0781+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 LF0781
 LF0781  HISTORY     - Date     Condition        Report By
 LF0781  HISTORY     - 1903     MONUMENTED       CGS
 LF0781  HISTORY     - 1947     GOOD             NGS
 LF0781  HISTORY     - 1960     GOOD             NGS
 LF0781  HISTORY     - 19911023 GOOD             NGS
 LF0781  HISTORY     - 20010715 GOOD             INDIV
 LF0781  HISTORY     - 20040405 GOOD             NEDR
 LF0781
 LF0781                          STATION DESCRIPTION
 LF0781
 LF0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0781'AT NEBRASKA CITY.
 LF0781'AT NEBRASKA CITY, AT THE NORTH ENTRANCE TO THE POST OFFICE,
 LF0781'SET VERTICALLY IN THE NORTH FACE OF THE SECOND STEP ABOVE
 LF0781'THE LEVEL OF THE SIDEWALK, 1.0 FOOT EAST OF THE EAST WALL OF
 LF0781'THE BUILDING.
 LF0781
 LF0781                          STATION RECOVERY (1960)
 LF0781
 LF0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LF0781'RECOVERED IN GOOD CONDITION.
 LF0781
 LF0781                          STATION RECOVERY (1991)
 LF0781
 LF0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF0781'IN NEBRASKA CITY, AT THE INTERSECTION OF 1ST CORSO AND 8TH STREET,
 LF0781'SET VERTICALLY IN THE NORTH FACE OF THE SECOND STEP FROM THE BOTTOM
 LF0781'OF THE NORTH ENTRANCE TO FARMERS BANK, 19.6 M (64.3 FT) WEST OF THE
 LF0781'WEST CURB OF THE STREET, 8.8 M (28.9 FT) SOUTH OF THE SOUTH CURB OF
 LF0781'THE CORSO, 0.2 M (0.7 FT) EAST OF THE EAST FACE OF THE NORTH WING OF
 LF0781'THE BUILDING, AND 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 LF0781
 LF0781                          STATION RECOVERY (2001)
 LF0781
 LF0781'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (GMW)
 LF0781'RECOVERED AS DESCRIBED
 LF0781
 LF0781                          STATION RECOVERY (2004)
 LF0781
 LF0781'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 LF0781'BENCH IS STARTING TO DETERIORATE NEEDS SOME CONCRETE PATCH WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1283 ***********************************************************************
 MK1283  DESIGNATION -  104
 MK1283  PID         -  MK1283
 MK1283  STATE/COUNTY-  NE/BUTLER
 MK1283  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1283
 MK1283                         *CURRENT SURVEY CONTROL
 MK1283  ___________________________________________________________________
 MK1283* NAD 83(1986)-  41 20 16.     (N)    097 13 45.     (W)     SCALED    
 MK1283* NAVD 88     -       438.847  (meters)    1439.78   (feet)  ADJUSTED  
 MK1283  ___________________________________________________________________
 MK1283  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 MK1283  DYNAMIC HT  -         438.650 (meters)    1439.14  (feet)  COMP
 MK1283  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 MK1283
 MK1283  VERT ORDER  -  SECOND    CLASS 0
 MK1283
 MK1283.The horizontal coordinates were scaled from a topographic map and have
 MK1283.an estimated accuracy of +/- 6 seconds.
 MK1283
 MK1283.The orthometric height was determined by differential leveling
 MK1283.and adjusted by the National Geodetic Survey in June 1991..
 MK1283.WARNING-Repeat measurements at this control monument indicate possible
 MK1283.vertical movement.
 MK1283
 MK1283.The geoid height was determined by GEOID03.
 MK1283
 MK1283.The dynamic height is computed by dividing the NAVD 88
 MK1283.geopotential number by the normal gravity value computed on the
 MK1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1283.degrees latitude (g = 980.6199 gals.).
 MK1283
 MK1283.The modeled gravity was interpolated from observed gravity values.
 MK1283
 MK1283;                    North         East    Units  Estimated Accuracy
 MK1283;SPC NE       -   170,750.      731,810.      MT  (+/- 180 meters Scaled)
 MK1283
 MK1283                          SUPERSEDED SURVEY CONTROL
 MK1283
 MK1283  NGVD 29 (??/??/92)  438.672  (m)         1439.21   (f) ADJ UNCH    2 0
 MK1283
 MK1283.Superseded values are not recommended for survey control.
 MK1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1283.See file dsdata.txt to determine how the superseded data were derived.
 MK1283
 MK1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL481777(NAD 83)
 MK1283_MARKER: DB = BENCH MARK DISK
 MK1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1283_STAMPING: 104
 MK1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1283+STABILITY: SURFACE MOTION
 MK1283
 MK1283  HISTORY     - Date     Condition        Report By
 MK1283  HISTORY     - UNK      MONUMENTED       NEGS
 MK1283  HISTORY     - 1950     GOOD             NGS
 MK1283  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK1283
 MK1283                          STATION DESCRIPTION
 MK1283
 MK1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1283'AT BELLWOOD.
 MK1283'AT BELLWOOD, AT THE CROSSING OF STATE HIGHWAY 64 AND THE CHICAGO,
 MK1283'BURLINGTON AND QUINCY RAILROAD, 35.5 FEET NORTHEAST OF THE
 MK1283'NORTHEAST RAIL, 35 FEET NORTHWEST OF THE FIRST TELEPHONE POLE
 MK1283'IN A NORTHWEST AND SOUTHEAST ROW OF POLES, 34 FEET SOUTH OF THE
 MK1283'CENTER LINE OF THE HIGHWAY, 17 FEET WEST OF THE FIRST TELEPHONE
 MK1283'POLE IN AN EAST AND WEST ROW OF POLES, 1 FOOT NORTH OF A WITNESS
 MK1283'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1283'ABOVE THE GROUND.
 MK1283
 MK1283                          STATION RECOVERY (1966)
 MK1283
 MK1283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4100 ***********************************************************************
 AB4100  CBN         -  This is a Cooperative Base Network Control Station.
 AB4100  DESIGNATION -  104 100
 AB4100  PID         -  AB4100
 AB4100  STATE/COUNTY-  NE/CUMING
 AB4100  USGS QUAD   -  WISNER (1963)
 AB4100
 AB4100                         *CURRENT SURVEY CONTROL
 AB4100  ___________________________________________________________________
 AB4100* NAD 83(1995)-  41 57 44.23487(N)    096 52 42.23807(W)     ADJUSTED  
 AB4100* NAVD 88     -       417.3    (meters)    1369.     (feet)  GPS OBS   
 AB4100  ___________________________________________________________________
 AB4100  X           -    -568,883.221 (meters)                     COMP
 AB4100  Y           -  -4,715,903.858 (meters)                     COMP
 AB4100  Z           -   4,242,752.139 (meters)                     COMP
 AB4100  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 AB4100  ELLIP HEIGHT-         392.05  (meters)          (07/10/01) GPS OBS
 AB4100  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AB4100
 AB4100  HORZ ORDER  -  B
 AB4100  ELLP ORDER  -  FOURTH    CLASS I
 AB4100
 AB4100.The horizontal coordinates were established by GPS observations
 AB4100.and adjusted by the National Geodetic Survey in June 1996..
 AB4100
 AB4100.The orthometric height was determined by GPS observations and a
 AB4100.high-resolution geoid model.
 AB4100
 AB4100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4100
 AB4100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4100
 AB4100.The ellipsoidal height was determined by GPS observations
 AB4100.and is referenced to NAD 83.
 AB4100
 AB4100.The geoid height was determined by GEOID03.
 AB4100
 AB4100;                    North         East     Units Scale Factor Converg.
 AB4100;SPC NE       -   241,040.125   758,643.278   MT  0.99969027   +2 04 07.2
 AB4100;UTM  14      - 4,647,766.080   675,813.945   MT  0.99998037   +1 25 08.2
 AB4100
 AB4100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4100!SPC NE       -   0.99993851  x   0.99969027  =   0.99962880
 AB4100!UTM  14      -   0.99993851  x   0.99998037  =   0.99991888
 AB4100
 AB4100                          SUPERSEDED SURVEY CONTROL
 AB4100
 AB4100  ELLIP H (06/25/96)  392.09   (m)                       GP(       ) 1 1
 AB4100
 AB4100.Superseded values are not recommended for survey control.
 AB4100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4100.See file dsdata.txt to determine how the superseded data were derived.
 AB4100
 AB4100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM7581447766(NAD 83)
 AB4100_MARKER: DR = REFERENCE MARK DISK
 AB4100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4100_STAMPING: CP 104-100 1991
 AB4100_MARK LOGO: NEDR  
 AB4100_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB4100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4100+STABILITY: SURFACE MOTION
 AB4100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4100+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 AB4100
 AB4100  HISTORY     - Date     Condition        Report By
 AB4100  HISTORY     - 1991     MONUMENTED       NEDR
 AB4100  HISTORY     - 19950721 GOOD             NGS
 AB4100  HISTORY     - 20000613 GOOD             NEDR
 AB4100
 AB4100                          STATION DESCRIPTION
 AB4100
 AB4100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4100'THE MARK IS LOCATED ABOUT 4.25 MI (6.84 KM) NORTHWEST OF BEEMER, 2.5
 AB4100'MI (4.0 KM) SOUTHEAST OF WISNER, ON THE NORTHEAST RIGHT-OF-WAY OF U.S.
 AB4100'HIGHWAY 275 AND IN THE SW1/4, SEC17, T23N, R5E.  TO REACH THE MARK
 AB4100'FROM THE POST OFFICE IN WISNER, GO SOUTHEAST ON U.S. HIGHWAY 275 FOR
 AB4100'2.7 MI (4.3 KM) TO A DRIVEWAY, LEADING NORTH TO 838 HIGHWAY 275, AND
 AB4100'THE MARK ON THE LEFT, ABOUT 0.05 MI (0.08 KM) SOUTHEAST OF A DEAD END,
 AB4100'DIRT ROAD WHICH LEADS SOUTH.  THE DISK IS A NEBRASKA DEPARTMENT OF
 AB4100'ROADS REFERENCE MARK DISK, WITH A TRIANGLE CHISELED AT ITS CENTER, SET
 AB4100'INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED 0.8 FT
 AB4100'(24.4 CM) BELOW THE GROUND SURFACE.  IT IS 106.0 FT (32.3 M) NORTHEAST
 AB4100'OF THE CENTERLINE OF THE HIGHWAY, 46.0 FT (14.0 M) WEST-NORTHWEST OF
 AB4100'THE CENTERLINE OF THE DRIVEWAY, 35.3 FT (10.8 M) WEST OF A UTILITY
 AB4100'POLE, 4.4 FT (1.3 M) SOUTHWEST OF A METAL WITNESS POST AND ALSO A
 AB4100'FIBERGLASS WITNESS POST AND IT IS ABOUT LEVEL WITH THE DRIVEWAY.  THE
 AB4100'MARK HAS A MAGNET EMBEDDED IN THE CONCRETE.
 AB4100
 AB4100                          STATION RECOVERY (2000)
 AB4100
 AB4100'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4100'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1284 ***********************************************************************
 MK1284  DESIGNATION -  104 RESET
 MK1284  PID         -  MK1284
 MK1284  STATE/COUNTY-  NE/BUTLER
 MK1284  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1284
 MK1284                         *CURRENT SURVEY CONTROL
 MK1284  ___________________________________________________________________
 MK1284* NAD 83(1986)-  41 20 15.     (N)    097 13 48.     (W)     SCALED    
 MK1284* NAVD 88     -       438.85   (meters)    1439.8    (feet)  RESET     
 MK1284  ___________________________________________________________________
 MK1284  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 MK1284
 MK1284  VERT ORDER  -  THIRD
 MK1284
 MK1284.The horizontal coordinates were scaled from a topographic map and have
 MK1284.an estimated accuracy of +/- 6 seconds.
 MK1284
 MK1284.The orthometric height was computed from unverified reset data.
 MK1284
 MK1284.The geoid height was determined by GEOID03.
 MK1284
 MK1284;                    North         East    Units  Estimated Accuracy
 MK1284;SPC NE       -   170,710.      731,740.      MT  (+/- 180 meters Scaled)
 MK1284
 MK1284                          SUPERSEDED SURVEY CONTROL
 MK1284
 MK1284  NGVD 29 (??/??/??)  438.68   (m)         1439.2    (f) RESET       3  
 MK1284
 MK1284.Superseded values are not recommended for survey control.
 MK1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1284.See file dsdata.txt to determine how the superseded data were derived.
 MK1284
 MK1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL481777(NAD 83)
 MK1284_MARKER: DB = BENCH MARK DISK
 MK1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1284_STAMPING: 104 RESET 1961
 MK1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1284+STABILITY: SURFACE MOTION
 MK1284
 MK1284  HISTORY     - Date     Condition        Report By
 MK1284  HISTORY     - 1961     MONUMENTED       NEDR
 MK1284
 MK1284                          STATION DESCRIPTION
 MK1284
 MK1284'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MK1284'AT BELLWOOD.
 MK1284'THIS MARK IS LOCATED AT BELLWOOD, AT THE CROSSING OF STATE
 MK1284'HIGHWAY 64 AND THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 42.6
 MK1284'FEET EAST OF THE EAST RAIL, 9.0 FEET WEST OF THE CENTER OF A
 MK1284'TELEPHONE POLE, AND 12.7 FEET SOUTHEAST OF THE CENTER OF A
 MK1284'TELEGRAPH POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1284'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0653 ***********************************************************************
 LF0653  DESIGNATION -  1048 RESET
 LF0653  PID         -  LF0653
 LF0653  STATE/COUNTY-  NE/RICHARDSON
 LF0653  USGS QUAD   -  BARADA (1966)
 LF0653
 LF0653                         *CURRENT SURVEY CONTROL
 LF0653  ___________________________________________________________________
 LF0653* NAD 83(1986)-  40 08 43.     (N)    095 35 47.     (W)     SCALED    
 LF0653* NAVD 88     -       320.024  (meters)    1049.95   (feet)  ADJUSTED  
 LF0653  ___________________________________________________________________
 LF0653  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LF0653  DYNAMIC HT  -         319.847 (meters)    1049.36  (feet)  COMP
 LF0653  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 LF0653
 LF0653  VERT ORDER  -  SECOND    CLASS 0
 LF0653
 LF0653.The horizontal coordinates were scaled from a topographic map and have
 LF0653.an estimated accuracy of +/- 6 seconds.
 LF0653
 LF0653.The orthometric height was determined by differential leveling
 LF0653.and adjusted by the National Geodetic Survey in June 1991..
 LF0653
 LF0653.The geoid height was determined by GEOID03.
 LF0653
 LF0653.The dynamic height is computed by dividing the NAVD 88
 LF0653.geopotential number by the normal gravity value computed on the
 LF0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0653.degrees latitude (g = 980.6199 gals.).
 LF0653
 LF0653.The modeled gravity was interpolated from observed gravity values.
 LF0653
 LF0653;                    North         East    Units  Estimated Accuracy
 LF0653;SPC NE       -    44,190.      875,060.      MT  (+/- 180 meters Scaled)
 LF0653
 LF0653                          SUPERSEDED SURVEY CONTROL
 LF0653
 LF0653  NGVD 29 (??/??/92)  319.955  (m)         1049.72   (f) ADJ UNCH    2 0
 LF0653
 LF0653.Superseded values are not recommended for survey control.
 LF0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0653.See file dsdata.txt to determine how the superseded data were derived.
 LF0653
 LF0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE788471(NAD 83)
 LF0653_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0653_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0653_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0653_STAMPING: 1048 RESET 1947
 LF0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0653
 LF0653  HISTORY     - Date     Condition        Report By
 LF0653  HISTORY     - 1947     MONUMENTED       USGS
 LF0653  HISTORY     - 1947     GOOD             NGS
 LF0653
 LF0653                          STATION DESCRIPTION
 LF0653
 LF0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0653'5.9 MI S FROM BARADA.
 LF0653'0.9 MILE WEST ALONG STATE HIGHWAY NO. 62 AND 5.0 MILES SOUTH
 LF0653'ALONG A GRAVEL ROAD FROM THE SCHOOL AT BARADA, IN THE NORTHWEST
 LF0653'ANGLE OF A CROSS ROAD, 109.0 FEET WEST OF THE CENTER OF THE
 LF0653'NORTH-SOUTH ROAD, 47.0 FEET SOUTHEAST OF THE CENTER OF THE WEST
 LF0653'LEG OF THE Y FOR A GRAVEL ROAD LEADING NORTH, 41.0 FEET NORTH
 LF0653'OF THE CENTER OF THE EAST-WEST ROAD, 7.0 FEET NORTH OF A POWER
 LF0653'LINE POLE WHICH IS AT A POWER LINE JUNCTION, 1.5 FOOT EAST OF A
 LF0653'REFERENCE POST, A U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED ON
 LF0653'TOP OF A 3 1/2-INCH IRON PIPE, ABOUT THE SAME ELEVATION AS THE
 LF0653'ROAD AND PROJECTING 0.2 FOOT.  NOTE-- THIS BENCH MARK IS ALSO
 LF0653'5.6 MILES EAST ALONG U.S. HIGHWAY NO. 73 AND 0.55 MILE EAST ALONG
 LF0653'A GRAVEL ROAD FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 LF0653'VERDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0503 ***********************************************************************
 LF0503  DESIGNATION -  1056 PTS 4
 LF0503  PID         -  LF0503
 LF0503  STATE/COUNTY-  NE/NEMAHA
 LF0503  USGS QUAD   -  HOWE (1966)
 LF0503
 LF0503                         *CURRENT SURVEY CONTROL
 LF0503  ___________________________________________________________________
 LF0503* NAD 83(1986)-  40 17 25.     (N)    095 49 28.     (W)     SCALED    
 LF0503* NAVD 88     -       321.594  (meters)    1055.10   (feet)  ADJUSTED  
 LF0503  ___________________________________________________________________
 LF0503  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LF0503  DYNAMIC HT  -         321.423 (meters)    1054.54  (feet)  COMP
 LF0503  MODELED GRAV-     980,082.7   (mgal)                       NAVD 88
 LF0503
 LF0503  VERT ORDER  -  SECOND    CLASS 0
 LF0503
 LF0503.The horizontal coordinates were scaled from a topographic map and have
 LF0503.an estimated accuracy of +/- 6 seconds.
 LF0503
 LF0503.The orthometric height was determined by differential leveling
 LF0503.and adjusted by the National Geodetic Survey in June 1991..
 LF0503
 LF0503.The geoid height was determined by GEOID03.
 LF0503
 LF0503.The dynamic height is computed by dividing the NAVD 88
 LF0503.geopotential number by the normal gravity value computed on the
 LF0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0503.degrees latitude (g = 980.6199 gals.).
 LF0503
 LF0503.The modeled gravity was interpolated from observed gravity values.
 LF0503
 LF0503;                    North         East    Units  Estimated Accuracy
 LF0503;SPC NE       -    59,310.      854,870.      MT  (+/- 180 meters Scaled)
 LF0503
 LF0503                          SUPERSEDED SURVEY CONTROL
 LF0503
 LF0503  NGVD 29 (??/??/92)  321.516  (m)         1054.84   (f) ADJ UNCH    2 0
 LF0503
 LF0503.Superseded values are not recommended for survey control.
 LF0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0503.See file dsdata.txt to determine how the superseded data were derived.
 LF0503
 LF0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE599638(NAD 83)
 LF0503_MARKER: P = PIPE CAP
 LF0503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0503_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0503_STAMPING: 1056 PRIM TRAV STA NO 4 1913
 LF0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0503
 LF0503  HISTORY     - Date     Condition        Report By
 LF0503  HISTORY     - 1913     MONUMENTED       USGS
 LF0503  HISTORY     - 1980     GOOD             LOCSUR
 LF0503
 LF0503                          STATION DESCRIPTION
 LF0503
 LF0503'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 LF0503'2.3 MI S FROM HOWE.
 LF0503'2.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0503'STATION AT HOWE, AT A ROAD CROSSING, 30 FEET EAST OF THE CENTERLINE
 LF0503'OF THE TRACK, ON THE SOUTH SIDE OF THE ROAD, AND 1 FOOT SOUTH OF
 LF0503'A RIGHT-OF-WAY FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 LF0503'STANDARD CAP, STAMPED 1056 PRIM TRAV STA NO 4 1913 AND RIVETED ON
 LF0503'THE TOP OF A 3-1/2-INCH IRON PIPE.
 LF0503
 LF0503                          STATION RECOVERY (1980)
 LF0503
 LF0503'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0236 ***********************************************************************
 LG0236  DESIGNATION -  107.80
 LG0236  PID         -  LG0236
 LG0236  STATE/COUNTY-  NE/GAGE
 LG0236  USGS QUAD   -  BLUE SPRINGS (1964)
 LG0236
 LG0236                         *CURRENT SURVEY CONTROL
 LG0236  ___________________________________________________________________
 LG0236* NAD 83(1986)-  40 10 25.     (N)    096 39 10.     (W)     SCALED    
 LG0236* NAVD 88     -       374.226  (meters)    1227.77   (feet)  ADJUSTED  
 LG0236  ___________________________________________________________________
 LG0236  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 LG0236  DYNAMIC HT  -         374.025 (meters)    1227.11  (feet)  COMP
 LG0236  MODELED GRAV-     980,079.5   (mgal)                       NAVD 88
 LG0236
 LG0236  VERT ORDER  -  SECOND    CLASS 0
 LG0236
 LG0236.The horizontal coordinates were scaled from a topographic map and have
 LG0236.an estimated accuracy of +/- 6 seconds.
 LG0236
 LG0236.The orthometric height was determined by differential leveling
 LG0236.and adjusted by the National Geodetic Survey in June 1991..
 LG0236
 LG0236.The geoid height was determined by GEOID03.
 LG0236
 LG0236.The dynamic height is computed by dividing the NAVD 88
 LG0236.geopotential number by the normal gravity value computed on the
 LG0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0236.degrees latitude (g = 980.6199 gals.).
 LG0236
 LG0236.The modeled gravity was interpolated from observed gravity values.
 LG0236
 LG0236;                    North         East    Units  Estimated Accuracy
 LG0236;SPC NE       -    43,300.      785,020.      MT  (+/- 180 meters Scaled)
 LG0236
 LG0236                          SUPERSEDED SURVEY CONTROL
 LG0236
 LG0236  NGVD 29 (??/??/92)  374.118  (m)         1227.42   (f) ADJ UNCH    2 0
 LG0236
 LG0236.Superseded values are not recommended for survey control.
 LG0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0236.See file dsdata.txt to determine how the superseded data were derived.
 LG0236
 LG0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK998496(NAD 83)
 LG0236_MARKER: X = CHISELED CROSS
 LG0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0236_SP_SET: BRIDGE
 LG0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0236
 LG0236  HISTORY     - Date     Condition        Report By
 LG0236  HISTORY     - UNK      MONUMENTED       CGS
 LG0236  HISTORY     - 1934     GOOD             NGS
 LG0236
 LG0236                          STATION DESCRIPTION
 LG0236
 LG0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LG0236'1.9 MI S FROM HOLMESVILLE.
 LG0236'1.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0236'IOWA-NEBRASKA ELECTRIC CO. POWER DAM AT HOLMESVILLE, GAGE COUNTY,
 LG0236'AT THE NORTH END OF BRIDGE 107.80 OVER MUD CREEK, ON THE
 LG0236'CENTER OF A STEEL CROSS BEAM, AND BETWEEN THE RAILS OF THE
 LG0236'TRACK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0664 ***********************************************************************
 LF0664  DESIGNATION -  108/1 BOLT
 LF0664  PID         -  LF0664
 LF0664  STATE/COUNTY-  NE/NEMAHA
 LF0664  USGS QUAD   -  PERU (1966)
 LF0664
 LF0664                         *CURRENT SURVEY CONTROL
 LF0664  ___________________________________________________________________
 LF0664* NAD 83(1986)-  40 29 05.     (N)    095 43 50.     (W)     SCALED    
 LF0664* NAVD 88     -       277.085  (meters)     909.07   (feet)  ADJUSTED  
 LF0664  ___________________________________________________________________
 LF0664  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LF0664  DYNAMIC HT  -         276.939 (meters)     908.59  (feet)  COMP
 LF0664  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 LF0664
 LF0664  VERT ORDER  -  SECOND    CLASS 0
 LF0664
 LF0664.The horizontal coordinates were scaled from a topographic map and have
 LF0664.an estimated accuracy of +/- 6 seconds.
 LF0664
 LF0664.The orthometric height was determined by differential leveling
 LF0664.and adjusted by the National Geodetic Survey in June 1991..
 LF0664
 LF0664.The geoid height was determined by GEOID03.
 LF0664
 LF0664.The dynamic height is computed by dividing the NAVD 88
 LF0664.geopotential number by the normal gravity value computed on the
 LF0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0664.degrees latitude (g = 980.6199 gals.).
 LF0664
 LF0664.The modeled gravity was interpolated from observed gravity values.
 LF0664
 LF0664;                    North         East    Units  Estimated Accuracy
 LF0664;SPC NE       -    81,260.      861,780.      MT  (+/- 180 meters Scaled)
 LF0664
 LF0664                          SUPERSEDED SURVEY CONTROL
 LF0664
 LF0664  NGVD 29 (??/??/92)  276.995  (m)          908.77   (f) ADJ UNCH    2 0
 LF0664
 LF0664.Superseded values are not recommended for survey control.
 LF0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0664.See file dsdata.txt to determine how the superseded data were derived.
 LF0664
 LF0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE685851(NAD 83)
 LF0664_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0664_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0664_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0664
 LF0664  HISTORY     - Date     Condition        Report By
 LF0664  HISTORY     - UNK      MONUMENTED       MORC
 LF0664  HISTORY     - 1947     GOOD             NGS
 LF0664
 LF0664                          STATION DESCRIPTION
 LF0664
 LF0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0664'AT PERU.
 LF0664'AT PERU, 417.0 FEET SOUTH OF THE SOUTH CORNER OF THE CONCRETE
 LF0664'FOUNDATION FOR THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0664'STATION, 169.0 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET,
 LF0664'46.8 FEET WEST OF THE CENTER OF THE MAIN NORTH-SOUTH STREET
 LF0664'AT PERU, 16.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MOST
 LF0664'SOUTHERLY ONE OF TWO RED BRICK HOUSES, 3.3 FEET SOUTHWEST OF THE
 LF0664'NORTHWEST CORNER OF THE NORTH END OF A CONCRETE WALK AND THE
 LF0664'SOUTHWEST CORNER OF THE SOUTH END OF A BRICK WALL, 2.7 FEET
 LF0664'WEST OF THE WEST EDGE OF A CONCRETE WALK, 2.2 FEET SOUTHWEST
 LF0664'OF A 4-INCH IRON PIPE POST AT THE NORTHEAST CORNER OF A YARD
 LF0664'FENCE, 2.0 FEET WEST OF A REFERENCE POST, A COPPER BOLT SET IN
 LF0664'AN 18-INCH SQUARE STONE 3.6 FEET UNDERGROUND AND SURMOUNTED
 LF0664'BY A 4-INCH IRON PIPE 4 FEET LONG WHICH HAS A MISSOURI RIVER
 LF0664'COMMISSION IRON CAP BOLTED ON TOP OF IT AND IS PROJECTING 0.4
 LF0664'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0663 ***********************************************************************
 LF0663  DESIGNATION -  108/1 CAP
 LF0663  PID         -  LF0663
 LF0663  STATE/COUNTY-  NE/NEMAHA
 LF0663  USGS QUAD   -  PERU (1966)
 LF0663
 LF0663                         *CURRENT SURVEY CONTROL
 LF0663  ___________________________________________________________________
 LF0663* NAD 83(1986)-  40 29 06.     (N)    095 43 50.     (W)     SCALED    
 LF0663* NAVD 88     -       278.325  (meters)     913.14   (feet)  ADJUSTED  
 LF0663  ___________________________________________________________________
 LF0663  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LF0663  DYNAMIC HT  -         278.178 (meters)     912.66  (feet)  COMP
 LF0663  MODELED GRAV-     980,090.4   (mgal)                       NAVD 88
 LF0663
 LF0663  VERT ORDER  -  SECOND    CLASS 0
 LF0663
 LF0663.The horizontal coordinates were scaled from a topographic map and have
 LF0663.an estimated accuracy of +/- 6 seconds.
 LF0663
 LF0663.The orthometric height was determined by differential leveling
 LF0663.and adjusted by the National Geodetic Survey in June 1991..
 LF0663
 LF0663.The geoid height was determined by GEOID03.
 LF0663
 LF0663.The dynamic height is computed by dividing the NAVD 88
 LF0663.geopotential number by the normal gravity value computed on the
 LF0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0663.degrees latitude (g = 980.6199 gals.).
 LF0663
 LF0663.The modeled gravity was interpolated from observed gravity values.
 LF0663
 LF0663;                    North         East    Units  Estimated Accuracy
 LF0663;SPC NE       -    81,290.      861,780.      MT  (+/- 180 meters Scaled)
 LF0663
 LF0663                          SUPERSEDED SURVEY CONTROL
 LF0663
 LF0663  NGVD 29 (??/??/92)  278.235  (m)          912.84   (f) ADJ UNCH    2 0
 LF0663
 LF0663.Superseded values are not recommended for survey control.
 LF0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0663.See file dsdata.txt to determine how the superseded data were derived.
 LF0663
 LF0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE685851(NAD 83)
 LF0663_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0663_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0663_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0663
 LF0663  HISTORY     - Date     Condition        Report By
 LF0663  HISTORY     - UNK      MONUMENTED       MORC
 LF0663  HISTORY     - 1947     GOOD             NGS
 LF0663
 LF0663                          STATION DESCRIPTION
 LF0663
 LF0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0663'AT PERU.
 LF0663'AT PERU, 417.0 FEET SOUTH OF THE SOUTH CORNER OF THE CONCRETE
 LF0663'FOUNDATION FOR THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0663'STATION, 169.0 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET,
 LF0663'46.8 FEET WEST OF THE CENTER OF THE MAIN NORTH-SOUTH STREET OF
 LF0663'PERU, 16.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MOST
 LF0663'SOUTHERLY ONE OF TWO RED BRICK HOUSES, 3.3 FEET SOUTHWEST
 LF0663'OF THE NORTHWEST CORNER OF THE NORTH END OF A CONCRETE WALK
 LF0663'AND THE SOUTHWEST CORNER OF THE SOUTH END OF A BRICK WALK,
 LF0663'2.7 FEET WEST OF THE WEST EDGE OF A CONCRETE WALK, 2.2 FEET
 LF0663'SOUTHWEST OF A 4-INCH IRON PIPE POST AT THE NORTHEAST CORNER OF A
 LF0663'YARD FENCE, 2.0 FEET WEST OF A REFERENCE POST, A MISSOURI RIVER
 LF0663'COMMISSION IRON CAP BOLTED ON TOP OF A 4-INCH IRON PIPE PROJECTING
 LF0663'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0092 ***********************************************************************
 MK0092  DESIGNATION -  1099.69
 MK0092  PID         -  MK0092
 MK0092  STATE/COUNTY-  NE/WASHINGTON
 MK0092  USGS QUAD   -  BLAIR (1983)
 MK0092
 MK0092                         *CURRENT SURVEY CONTROL
 MK0092  ___________________________________________________________________
 MK0092* NAD 83(1986)-  41 32 24.     (N)    096 08 06.     (W)     SCALED    
 MK0092* NAVD 88     -       335.267  (meters)    1099.96   (feet)  ADJUSTED  
 MK0092  ___________________________________________________________________
 MK0092  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 MK0092  DYNAMIC HT  -         335.112 (meters)    1099.45  (feet)  COMP
 MK0092  MODELED GRAV-     980,151.8   (mgal)                       NAVD 88
 MK0092
 MK0092  VERT ORDER  -  SECOND    CLASS 0
 MK0092
 MK0092.The horizontal coordinates were scaled from a topographic map and have
 MK0092.an estimated accuracy of +/- 6 seconds.
 MK0092
 MK0092.The orthometric height was determined by differential leveling
 MK0092.and adjusted by the National Geodetic Survey in June 1991..
 MK0092
 MK0092.The geoid height was determined by GEOID03.
 MK0092
 MK0092.The dynamic height is computed by dividing the NAVD 88
 MK0092.geopotential number by the normal gravity value computed on the
 MK0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0092.degrees latitude (g = 980.6199 gals.).
 MK0092
 MK0092.The modeled gravity was interpolated from observed gravity values.
 MK0092
 MK0092;                    North         East    Units  Estimated Accuracy
 MK0092;SPC NE       -   196,690.      822,300.      MT  (+/- 180 meters Scaled)
 MK0092
 MK0092                          SUPERSEDED SURVEY CONTROL
 MK0092
 MK0092  NGVD 29 (??/??/92)  335.121  (m)         1099.48   (f) ADJ UNCH    2 0
 MK0092
 MK0092.Superseded values are not recommended for survey control.
 MK0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0092.See file dsdata.txt to determine how the superseded data were derived.
 MK0092
 MK0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM389026(NAD 83)
 MK0092_MARKER: DB = BENCH MARK DISK
 MK0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0092_SP_SET: CORNER STONE
 MK0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0092
 MK0092  HISTORY     - Date     Condition        Report By
 MK0092  HISTORY     - UNK      MONUMENTED       CGS
 MK0092  HISTORY     - 1947     GOOD             NGS
 MK0092  HISTORY     - 20040603 GOOD             USPSQD
 MK0092
 MK0092                          STATION DESCRIPTION
 MK0092
 MK0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0092'AT BLAIR.
 MK0092'AT BLAIR, AT THE COUNTY COURT HOUSE, AT THE NORTHWEST CORNER OF
 MK0092'THE BUILDING, IN THE WEST FACE OF THE CORNER STONE, ABOUT 4 FEET
 MK0092'ABOVE THE GROUND, BETWEEN THE LETTERS A AND D, THE DEEPEST POINT
 MK0092'OF A CHISELED V THAT FORMS A PERIOD BETWEEN THE A AND D.
 MK0092
 MK0092                          STATION RECOVERY (2004)
 MK0092
 MK0092'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK0092'STATION FOUND GOOD. THE WASHINGTON COUNTY COURT HOUSE IS NORTH OF
 MK0092'SOUTH STREET, SOUTH OF COLFAX STREET, EAST OF 16TH STREET, AND WEST OF
 MK0092'15TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0755 ***********************************************************************
 NP0755  DESIGNATION -  11 DHW
 NP0755  PID         -  NP0755
 NP0755  STATE/COUNTY-  NE/SIOUX
 NP0755  USGS QUAD   -  STORY (1980)
 NP0755
 NP0755                         *CURRENT SURVEY CONTROL
 NP0755  ___________________________________________________________________
 NP0755* NAD 83(1986)-  42 59 26.     (N)    103 59 50.     (W)     SCALED    
 NP0755* NAVD 88     -      1205.179  (meters)    3953.99   (feet)  ADJUSTED  
 NP0755  ___________________________________________________________________
 NP0755  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 NP0755  DYNAMIC HT  -        1204.594 (meters)    3952.07  (feet)  COMP
 NP0755  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 NP0755
 NP0755  VERT ORDER  -  THIRD
 NP0755
 NP0755.The horizontal coordinates were scaled from a topographic map and have
 NP0755.an estimated accuracy of +/- 6 seconds.
 NP0755
 NP0755.The orthometric height was determined by differential leveling
 NP0755.and adjusted by the National Geodetic Survey in June 1991..
 NP0755
 NP0755.The geoid height was determined by GEOID03.
 NP0755
 NP0755.The dynamic height is computed by dividing the NAVD 88
 NP0755.geopotential number by the normal gravity value computed on the
 NP0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0755.degrees latitude (g = 980.6199 gals.).
 NP0755
 NP0755.The modeled gravity was interpolated from observed gravity values.
 NP0755
 NP0755;                    North         East    Units  Estimated Accuracy
 NP0755;SPC NE       -   358,110.      174,130.      MT  (+/- 180 meters Scaled)
 NP0755
 NP0755                          SUPERSEDED SURVEY CONTROL
 NP0755
 NP0755.No superseded survey control is available for this station.
 NP0755
 NP0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH817602(NAD 83)
 NP0755_MARKER: DB = BENCH MARK DISK
 NP0755_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0755_SP_SET: COPPER-CLAD STEEL ROD
 NP0755_STAMPING: 11 DHW 1974
 NP0755_MARK LOGO: USGS  
 NP0755_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0755+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NP0755
 NP0755  HISTORY     - Date     Condition        Report By
 NP0755  HISTORY     - 1974     MONUMENTED       USGS
 NP0755
 NP0755                          STATION DESCRIPTION
 NP0755
 NP0755'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0755'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 20.5 MILES
 NP0755'WEST ALONG GRADED ROAD AND TRACK ROAD TO A GATE IN THE NORTH-SOUTH
 NP0755'FENCE, 2.3 MILES WEST OF WALLACES RANCH HOUSE, NEAR THE SOUTHEAST
 NP0755'CORNER OF SECTION 23/TOWNSHIP 35 NORTH/RANGE 57 WEST, 29 FEET NORTH
 NP0755'OF THE CENTER OF THE GATE AND 2 FEET WEST OF THE NORTH-SOUTH FENCE,
 NP0755'SET IN COPPER-CLAD STEEL ROD DRIVEN 8.9 FEET AND FLUSH WITH THE
 NP0755'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0652 ***********************************************************************
 MN0652  DESIGNATION -  11 JMR
 MN0652  PID         -  MN0652
 MN0652  STATE/COUNTY-  NE/BANNER
 MN0652  USGS QUAD   -  MURRAY LAKE (1960)
 MN0652
 MN0652                         *CURRENT SURVEY CONTROL
 MN0652  ___________________________________________________________________
 MN0652* NAD 83(1995)-  41 38 24.06173(N)    103 53 23.99747(W)     ADJUSTED  
 MN0652* NAVD 88     -      1376.89   (+/-2cm)    4517.3    (feet)  VERTCON   
 MN0652  ___________________________________________________________________
 MN0652  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 MN0652  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 MN0652
 MN0652  HORZ ORDER  -  THIRD
 MN0652  VERT ORDER  -  THIRD ? (See Below)
 MN0652
 MN0652.The horizontal coordinates were established by classical geodetic methods
 MN0652.and adjusted by the National Geodetic Survey in August 1997..
 MN0652
 MN0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0652.The vertical order pertains to the NGVD 29 superseded value.
 MN0652
 MN0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0652
 MN0652.The geoid height was determined by GEOID03.
 MN0652
 MN0652;                    North         East     Units Scale Factor Converg.
 MN0652;SPC NE       -   207,875.109   176,119.592   MT  0.99966133   -2 34 40.4
 MN0652;UTM  13      - 4,610,404.033   592,444.598   MT  0.99970517   +0 44 15.3
 MN0652
 MN0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0652!SPC NE       -   0.99978699  x   0.99966133  =   0.99944839
 MN0652!UTM  13      -   0.99978699  x   0.99970517  =   0.99949222
 MN0652
 MN0652:                Primary Azimuth Mark                     Grid Az
 MN0652:SPC NE       -  EWING                                    007 29 36.2
 MN0652:UTM  13      -  EWING                                    004 10 40.5
 MN0652
 MN0652|---------------------------------------------------------------------|
 MN0652| PID    Reference Object                     Distance      Geod. Az  |
 MN0652|                                                           dddmmss.s |
 MN0652| MN0653 EWING                               APPROX.12.6 KM 0045455.8 |
 MN0652|---------------------------------------------------------------------|
 MN0652
 MN0652                          SUPERSEDED SURVEY CONTROL
 MN0652
 MN0652  NAD 83(1995)-  41 38 24.06172(N)    103 53 23.99748(W) AD(       ) 3
 MN0652  NAD 83(1986)-  41 38 24.05159(N)    103 53 24.00078(W) AD(       ) 3
 MN0652  NGVD 29 (09/11/89) 1376.16   (m)         4515.0    (f) LEVELING    3  
 MN0652
 MN0652.Superseded values are not recommended for survey control.
 MN0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0652.See file dsdata.txt to determine how the superseded data were derived.
 MN0652
 MN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG9244510404(NAD 83)
 MN0652_MARKER: DS = TRIANGULATION STATION DISK
 MN0652_SETTING: 0 = UNSPECIFIED SETTING
 MN0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0652
 MN0652  HISTORY     - Date     Condition        Report By
 MN0652  HISTORY     - 1960     MONUMENTED       USGS
 MN0652
 MN0652                          STATION DESCRIPTION
 MN0652
 MN0652'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MN0652'STATION IS LOCATED ABOUT 14.0 MI. E. OF LAGRANGE, WYOMING, AT THE
 MN0652'SW. CORNER OF SEC. 3, T 19 N, R 57 W, 70 FT. N. AND 32 FT. E. OF
 MN0652'T-JUNCTION OF E-W. COUNTY RD. AND COUNTY RD. N.
 MN0652'
 MN0652'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING
 MN0652'3 IN. ABOVE GROUND, STAMPED---11 JMR 1960 4515---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1260 ***********************************************************************
 MK1260  DESIGNATION -  110
 MK1260  PID         -  MK1260
 MK1260  STATE/COUNTY-  NE/COLFAX
 MK1260  USGS QUAD   -  SCHUYLER (1968)
 MK1260
 MK1260                         *CURRENT SURVEY CONTROL
 MK1260  ___________________________________________________________________
 MK1260* NAD 83(1986)-  41 26 58.     (N)    097 03 23.     (W)     SCALED    
 MK1260* NAVD 88     -       410.995  (meters)    1348.41   (feet)  ADJUSTED  
 MK1260  ___________________________________________________________________
 MK1260  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 MK1260  DYNAMIC HT  -         410.817 (meters)    1347.82  (feet)  COMP
 MK1260  MODELED GRAV-     980,176.4   (mgal)                       NAVD 88
 MK1260
 MK1260  VERT ORDER  -  SECOND    CLASS 0
 MK1260
 MK1260.The horizontal coordinates were scaled from a topographic map and have
 MK1260.an estimated accuracy of +/- 6 seconds.
 MK1260
 MK1260.The orthometric height was determined by differential leveling
 MK1260.and adjusted by the National Geodetic Survey in June 1991..
 MK1260
 MK1260.The geoid height was determined by GEOID03.
 MK1260
 MK1260.The dynamic height is computed by dividing the NAVD 88
 MK1260.geopotential number by the normal gravity value computed on the
 MK1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1260.degrees latitude (g = 980.6199 gals.).
 MK1260
 MK1260.The modeled gravity was interpolated from observed gravity values.
 MK1260
 MK1260;                    North         East    Units  Estimated Accuracy
 MK1260;SPC NE       -   183,620.      745,840.      MT  (+/- 180 meters Scaled)
 MK1260
 MK1260                          SUPERSEDED SURVEY CONTROL
 MK1260
 MK1260  NGVD 29 (??/??/92)  410.827  (m)         1347.85   (f) ADJ UNCH    2 0
 MK1260
 MK1260.Superseded values are not recommended for survey control.
 MK1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1260.See file dsdata.txt to determine how the superseded data were derived.
 MK1260
 MK1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL623904(NAD 83)
 MK1260_MARKER: DB = BENCH MARK DISK
 MK1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1260_STAMPING: 110
 MK1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1260+STABILITY: SURFACE MOTION
 MK1260
 MK1260  HISTORY     - Date     Condition        Report By
 MK1260  HISTORY     - UNK      MONUMENTED       NEGS
 MK1260  HISTORY     - 1950     GOOD             NGS
 MK1260
 MK1260                          STATION DESCRIPTION
 MK1260
 MK1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1260'AT SCHUYLER.
 MK1260'AT SCHUYLER, 110.0 FEET NORTH OF THE NORTHEAST CORNER OF THE
 MK1260'UNION PACIFIC RAILROAD STATION, 110 FEET SOUTH OF THE CENTER
 MK1260'LINE OF 13TH STREET, 141 FEET WEST OF THE CENTER LINE OF C STREET,
 MK1260'62.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 10.4
 MK1260'FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 1.0 FOOT EAST OF A
 MK1260'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 MK1260'0.2 FOOT BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0640 ***********************************************************************
 LF0640  DESIGNATION -  1106
 LF0640  PID         -  LF0640
 LF0640  STATE/COUNTY-  NE/RICHARDSON
 LF0640  USGS QUAD   -  BARADA (1966)
 LF0640
 LF0640                         *CURRENT SURVEY CONTROL
 LF0640  ___________________________________________________________________
 LF0640* NAD 83(1986)-  40 11 21.     (N)    095 35 49.     (W)     SCALED    
 LF0640* NAVD 88     -       336.742  (meters)    1104.79   (feet)  ADJUSTED  
 LF0640  ___________________________________________________________________
 LF0640  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LF0640  DYNAMIC HT  -         336.556 (meters)    1104.18  (feet)  COMP
 LF0640  MODELED GRAV-     980,062.9   (mgal)                       NAVD 88
 LF0640
 LF0640  VERT ORDER  -  SECOND    CLASS 0
 LF0640
 LF0640.The horizontal coordinates were scaled from a topographic map and have
 LF0640.an estimated accuracy of +/- 6 seconds.
 LF0640
 LF0640.The orthometric height was determined by differential leveling
 LF0640.and adjusted by the National Geodetic Survey in June 1991..
 LF0640
 LF0640.The geoid height was determined by GEOID03.
 LF0640
 LF0640.The dynamic height is computed by dividing the NAVD 88
 LF0640.geopotential number by the normal gravity value computed on the
 LF0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0640.degrees latitude (g = 980.6199 gals.).
 LF0640
 LF0640.The modeled gravity was interpolated from observed gravity values.
 LF0640
 LF0640;                    North         East    Units  Estimated Accuracy
 LF0640;SPC NE       -    49,060.      874,760.      MT  (+/- 180 meters Scaled)
 LF0640
 LF0640                          SUPERSEDED SURVEY CONTROL
 LF0640
 LF0640  NGVD 29 (??/??/92)  336.670  (m)         1104.56   (f) ADJ UNCH    2 0
 LF0640
 LF0640.Superseded values are not recommended for survey control.
 LF0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0640.See file dsdata.txt to determine how the superseded data were derived.
 LF0640
 LF0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE789519(NAD 83)
 LF0640_MARKER: P = PIPE CAP
 LF0640_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0640_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0640_STAMPING: 1106
 LF0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0640
 LF0640  HISTORY     - Date     Condition        Report By
 LF0640  HISTORY     - UNK      MONUMENTED       USGS
 LF0640  HISTORY     - 1947     GOOD             NGS
 LF0640  HISTORY     - 1960     GOOD             NGS
 LF0640  HISTORY     - 1980     GOOD             LOCSUR
 LF0640
 LF0640                          STATION DESCRIPTION
 LF0640
 LF0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0640'2.9 MI S FROM BARADA.
 LF0640'0.9 MILE WEST ALONG STATE HIGHWAY NO. 62 AND 2.0 MILES SOUTH
 LF0640'ALONG A GRAVEL ROAD FROM THE SCHOOL AT BARADA, IN THE SOUTHWEST
 LF0640'ANGLE OF A CROSS ROAD, 61.0 FEET SOUTHWEST OF THE INTERSECTION
 LF0640'OF THE CENTER LINES OF THE EAST-WEST ROAD AND THE NORTH-SOUTH
 LF0640'ROAD, 48.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 LF0640'40.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 18.5 FEET
 LF0640'WEST OF A TELEPHONE POLE, 1.5 FOOT WEST OF A REFERENCE POST,
 LF0640'A U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED ON TOP OF A 3 1/2-INCH
 LF0640'IRON PIPE, ABOUT 3 FEET BELOW THE ROAD AND PROJECTING 0.2 FOOT.
 LF0640'NOTE-- REFERENCE POST DESTROYED.
 LF0640
 LF0640                          STATION RECOVERY (1960)
 LF0640
 LF0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LF0640'RECOVERED IN GOOD CONDITION.
 LF0640
 LF0640                          STATION RECOVERY (1980)
 LF0640
 LF0640'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0798 ***********************************************************************
 MK0798  DESIGNATION -  1109.99
 MK0798  PID         -  MK0798
 MK0798  STATE/COUNTY-  NE/SARPY
 MK0798  USGS QUAD   -  WANN (1981)
 MK0798
 MK0798                         *CURRENT SURVEY CONTROL
 MK0798  ___________________________________________________________________
 MK0798* NAD 83(1986)-  41 08 49.     (N)    096 17 13.     (W)     SCALED    
 MK0798* NAVD 88     -       338.109  (meters)    1109.28   (feet)  ADJUSTED  
 MK0798  ___________________________________________________________________
 MK0798  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 MK0798  DYNAMIC HT  -         337.966 (meters)    1108.81  (feet)  COMP
 MK0798  MODELED GRAV-     980,191.7   (mgal)                       NAVD 88
 MK0798
 MK0798  VERT ORDER  -  SECOND    CLASS 0
 MK0798
 MK0798.The horizontal coordinates were scaled from a topographic map and have
 MK0798.an estimated accuracy of +/- 6 seconds.
 MK0798
 MK0798.The orthometric height was determined by differential leveling
 MK0798.and adjusted by the National Geodetic Survey in June 1991..
 MK0798
 MK0798.The geoid height was determined by GEOID03.
 MK0798
 MK0798.The dynamic height is computed by dividing the NAVD 88
 MK0798.geopotential number by the normal gravity value computed on the
 MK0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0798.degrees latitude (g = 980.6199 gals.).
 MK0798
 MK0798.The modeled gravity was interpolated from observed gravity values.
 MK0798
 MK0798;                    North         East    Units  Estimated Accuracy
 MK0798;SPC NE       -   152,540.      811,510.      MT  (+/- 180 meters Scaled)
 MK0798
 MK0798                          SUPERSEDED SURVEY CONTROL
 MK0798
 MK0798  NGVD 29 (??/??/92)  337.996  (m)         1108.91   (f) ADJ UNCH    2 0
 MK0798
 MK0798.Superseded values are not recommended for survey control.
 MK0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0798.See file dsdata.txt to determine how the superseded data were derived.
 MK0798
 MK0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL276586(NAD 83)
 MK0798_MARKER: DD = SURVEY DISK
 MK0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0798_STAMPING: 1109.99
 MK0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0798+STABILITY: SURFACE MOTION
 MK0798
 MK0798  HISTORY     - Date     Condition        Report By
 MK0798  HISTORY     - UNK      MONUMENTED       LOCSUR
 MK0798  HISTORY     - 1950     GOOD             NGS
 MK0798
 MK0798                          STATION DESCRIPTION
 MK0798
 MK0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0798'2.8 MI NW FROM GRETNA.
 MK0798'2.2 MILES WEST ALONG A GRAVELD ROAD FROM THE POST OFFICE AT
 MK0798'GRETNA, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, 80 FEET
 MK0798'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE WHICH BELONGS
 MK0798'TO MR. HORN, 39 FEET NORTH OF THE CENTER LINE OF THE EAST AND
 MK0798'WEST ROAD, 23 FEET WEST OF THE CENTER LINE OF THE NORTH AND
 MK0798'SOUTH ROAD, 15 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MK0798'SMALL WOODEN BRIDGE, 3 FEET NORTH OF A FENCE CORNER, 1 FOOT
 MK0798'EAST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE
 MK0798'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0157 ***********************************************************************
 LG0157  DESIGNATION -  1119 OMAHA
 LG0157  PID         -  LG0157
 LG0157  STATE/COUNTY-  NE/CASS
 LG0157  USGS QUAD   -  AVOCA (1966)
 LG0157
 LG0157                         *CURRENT SURVEY CONTROL
 LG0157  ___________________________________________________________________
 LG0157* NAD 83(1986)-  40 51 25.     (N)    096 02 42.     (W)     SCALED    
 LG0157* NAVD 88     -       340.433  (meters)    1116.90   (feet)  ADJUSTED  
 LG0157  ___________________________________________________________________
 LG0157  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 LG0157  DYNAMIC HT  -         340.286 (meters)    1116.42  (feet)  COMP
 LG0157  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 LG0157
 LG0157  VERT ORDER  -  SECOND    CLASS 0
 LG0157
 LG0157.The horizontal coordinates were scaled from a topographic map and have
 LG0157.an estimated accuracy of +/- 6 seconds.
 LG0157
 LG0157.The orthometric height was determined by differential leveling
 LG0157.and adjusted by the National Geodetic Survey in June 1991..
 LG0157
 LG0157.The geoid height was determined by GEOID03.
 LG0157
 LG0157.The dynamic height is computed by dividing the NAVD 88
 LG0157.geopotential number by the normal gravity value computed on the
 LG0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0157.degrees latitude (g = 980.6199 gals.).
 LG0157
 LG0157.The modeled gravity was interpolated from observed gravity values.
 LG0157
 LG0157;                    North         East    Units  Estimated Accuracy
 LG0157;SPC NE       -   121,270.      833,260.      MT  (+/- 180 meters Scaled)
 LG0157
 LG0157                          SUPERSEDED SURVEY CONTROL
 LG0157
 LG0157  NGVD 29 (??/??/92)  340.340  (m)         1116.60   (f) ADJ UNCH    2 0
 LG0157
 LG0157.Superseded values are not recommended for survey control.
 LG0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0157.See file dsdata.txt to determine how the superseded data were derived.
 LG0157
 LG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL490270(NAD 83)
 LG0157_MARKER: P = PIPE CAP
 LG0157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LG0157_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LG0157_STAMPING: 1119 OMAHA
 LG0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0157
 LG0157  HISTORY     - Date     Condition        Report By
 LG0157  HISTORY     - UNK      MONUMENTED       USGS
 LG0157  HISTORY     - 1950     GOOD             NGS
 LG0157
 LG0157                          STATION DESCRIPTION
 LG0157
 LG0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LG0157'10.3 MI SW FROM MURRAY.
 LG0157'6.3 MILES WEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI PACIFIC
 LG0157'RAILROAD STATION AT MURRAY, THENCE 4.0 MILES SOUTH ALONG A
 LG0157'GRAVELED ROAD, AT A ROAD INTERSECTION, IN THE SOUTHEAST CORNER
 LG0157'OF A SCHOOL YARD, 69 YARDS EAST OF THE CENTER LINE OF A GRAVELED
 LG0157'ROAD LEADING NORTH, 115 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LG0157'OF A SCHOOLHOUSE, 19 FEET NORTH OF THE CENTER LINE OF A GRAVELED
 LG0157'ROAD LEADING EAST, 16 FEET SOUTHWEST OF A FENCE CORNER, IN
 LG0157'LINE WITH A ROW OF POWER POLES, A BRONZE CAP RIVETED ON THE
 LG0157'TOP OF AN IRON PIPE WHICH PROJECTS 1.7 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0016 ***********************************************************************
 LG0016  DESIGNATION -  1121.76
 LG0016  PID         -  LG0016
 LG0016  STATE/COUNTY-  NE/OTOE
 LG0016  USGS QUAD   -  SYRACUSE (1966)
 LG0016
 LG0016                         *CURRENT SURVEY CONTROL
 LG0016  ___________________________________________________________________
 LG0016* NAD 83(1986)-  40 40 04.     (N)    096 10 44.     (W)     SCALED    
 LG0016* NAVD 88     -       342.239  (meters)    1122.83   (feet)  ADJUSTED  
 LG0016  ___________________________________________________________________
 LG0016  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 LG0016  DYNAMIC HT  -         342.069 (meters)    1122.27  (feet)  COMP
 LG0016  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 LG0016
 LG0016  VERT ORDER  -  FIRST     CLASS II
 LG0016
 LG0016.The horizontal coordinates were scaled from a topographic map and have
 LG0016.an estimated accuracy of +/- 6 seconds.
 LG0016
 LG0016.The orthometric height was determined by differential leveling
 LG0016.and adjusted by the National Geodetic Survey in June 1991..
 LG0016
 LG0016.The geoid height was determined by GEOID03.
 LG0016
 LG0016.The dynamic height is computed by dividing the NAVD 88
 LG0016.geopotential number by the normal gravity value computed on the
 LG0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0016.degrees latitude (g = 980.6199 gals.).
 LG0016
 LG0016.The modeled gravity was interpolated from observed gravity values.
 LG0016
 LG0016;                    North         East    Units  Estimated Accuracy
 LG0016;SPC NE       -    99,780.      822,920.      MT  (+/- 180 meters Scaled)
 LG0016
 LG0016                          SUPERSEDED SURVEY CONTROL
 LG0016
 LG0016  NGVD 29 (??/??/92)  342.129  (m)         1122.47   (f) ADJ UNCH    1 2
 LG0016
 LG0016.Superseded values are not recommended for survey control.
 LG0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0016.See file dsdata.txt to determine how the superseded data were derived.
 LG0016
 LG0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL384057(NAD 83)
 LG0016_MARKER: DB = BENCH MARK DISK
 LG0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0016+STABILITY: SURFACE MOTION
 LG0016
 LG0016  HISTORY     - Date     Condition        Report By
 LG0016  HISTORY     - UNK      MONUMENTED       USGS
 LG0016  HISTORY     - 1940     GOOD             NGS
 LG0016  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0016
 LG0016                          STATION DESCRIPTION
 LG0016
 LG0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0016'0.3 MI E FROM SYRACUSE.
 LG0016'0.3 MILE EAST ALONG A ROAD FROM THE CHICAGO, BURLINGTON AND
 LG0016'QUINCY RAILROAD STATION AT SYRACUSE, OTOE COUNTY, 1.0 MILE NORTH
 LG0016'ALONG THE OILED ROAD, IN THE NORTHWEST CORNER OF SECTION 15,
 LG0016'T 8 N, R 11 E, 75 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 LG0016'L.C. GELLERMANN SERVICE STATION, 75 FEET SOUTHEAST OF THE CENTER
 LG0016'OF THE INTERSECTION OF STATE HIGHWAY 2, 30 FEET SOUTH OF THE
 LG0016'CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST OF A FENCE.  A UNITED
 LG0016'STATES GEOLOGICAL SURVEY STANDARD DISK, SET IN THE TOP OF A
 LG0016'CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 LG0016
 LG0016                          STATION RECOVERY (1964)
 LG0016
 LG0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1249 ***********************************************************************
 MK1249  DESIGNATION -  113
 MK1249  PID         -  MK1249
 MK1249  STATE/COUNTY-  NE/PLATTE
 MK1249  USGS QUAD   -  COLUMBUS (1976)
 MK1249
 MK1249                         *CURRENT SURVEY CONTROL
 MK1249  ___________________________________________________________________
 MK1249* NAD 83(1986)-  41 25 58.     (N)    097 17 29.     (W)     SCALED    
 MK1249* NAVD 88     -       435.093  (meters)    1427.47   (feet)  ADJUSTED  
 MK1249  ___________________________________________________________________
 MK1249  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 MK1249  DYNAMIC HT  -         434.904 (meters)    1426.85  (feet)  COMP
 MK1249  MODELED GRAV-     980,176.3   (mgal)                       NAVD 88
 MK1249
 MK1249  VERT ORDER  -  SECOND    CLASS 0
 MK1249
 MK1249.The horizontal coordinates were scaled from a topographic map and have
 MK1249.an estimated accuracy of +/- 6 seconds.
 MK1249
 MK1249.The orthometric height was determined by differential leveling
 MK1249.and adjusted by the National Geodetic Survey in June 1991..
 MK1249
 MK1249.The geoid height was determined by GEOID03.
 MK1249
 MK1249.The dynamic height is computed by dividing the NAVD 88
 MK1249.geopotential number by the normal gravity value computed on the
 MK1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1249.degrees latitude (g = 980.6199 gals.).
 MK1249
 MK1249.The modeled gravity was interpolated from observed gravity values.
 MK1249
 MK1249;                    North         East    Units  Estimated Accuracy
 MK1249;SPC NE       -   181,120.      726,280.      MT  (+/- 180 meters Scaled)
 MK1249
 MK1249                          SUPERSEDED SURVEY CONTROL
 MK1249
 MK1249  NGVD 29 (??/??/92)  434.912  (m)         1426.87   (f) ADJ UNCH    2 0
 MK1249
 MK1249.Superseded values are not recommended for survey control.
 MK1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1249.See file dsdata.txt to determine how the superseded data were derived.
 MK1249
 MK1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL427882(NAD 83)
 MK1249_MARKER: DB = BENCH MARK DISK
 MK1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1249_STAMPING: 113
 MK1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1249+STABILITY: SURFACE MOTION
 MK1249
 MK1249  HISTORY     - Date     Condition        Report By
 MK1249  HISTORY     - UNK      MONUMENTED       NEGS
 MK1249  HISTORY     - 1950     GOOD             NGS
 MK1249  HISTORY     - 1984     GOOD             LOCSUR
 MK1249
 MK1249                          STATION DESCRIPTION
 MK1249
 MK1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1249'3.5 MI E FROM COLUMBUS.
 MK1249'3.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1249'AT COLUMBUS, AT A ROAD CROSSING, 113 FEET NORTHEAST OF MILEPOST
 MK1249'81, 85 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH GRAVELED
 MK1249'ROAD, 46.8 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 17.4
 MK1249'FEET NORTHWEST OF A POWER POLE, 1.6 FEET EAST OF A WITNESS POST,
 MK1249'DIRECTLY BENEATH A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1249'IS FLUSH WITH THE GROUND.
 MK1249
 MK1249                          STATION RECOVERY (1984)
 MK1249
 MK1249'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0670 ***********************************************************************
 LG0670  DESIGNATION -  113.8
 LG0670  PID         -  LG0670
 LG0670  STATE/COUNTY-  NE/FILLMORE
 LG0670  USGS QUAD   -  FAIRMONT (1969)
 LG0670
 LG0670                         *CURRENT SURVEY CONTROL
 LG0670  ___________________________________________________________________
 LG0670* NAD 83(1986)-  40 38 10.     (N)    097 36 13.     (W)     SCALED    
 LG0670* NAVD 88     -       503.932  (meters)    1653.32   (feet)  ADJUSTED  
 LG0670  ___________________________________________________________________
 LG0670  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 LG0670  DYNAMIC HT  -         503.656 (meters)    1652.41  (feet)  COMP
 LG0670  MODELED GRAV-     980,061.9   (mgal)                       NAVD 88
 LG0670
 LG0670  VERT ORDER  -  SECOND    CLASS 0
 LG0670
 LG0670.The horizontal coordinates were scaled from a topographic map and have
 LG0670.an estimated accuracy of +/- 6 seconds.
 LG0670
 LG0670.The orthometric height was determined by differential leveling
 LG0670.and adjusted by the National Geodetic Survey in June 1991..
 LG0670
 LG0670.The geoid height was determined by GEOID03.
 LG0670
 LG0670.The dynamic height is computed by dividing the NAVD 88
 LG0670.geopotential number by the normal gravity value computed on the
 LG0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0670.degrees latitude (g = 980.6199 gals.).
 LG0670
 LG0670.The modeled gravity was interpolated from observed gravity values.
 LG0670
 LG0670;                    North         East    Units  Estimated Accuracy
 LG0670;SPC NE       -    91,940.      702,650.      MT  (+/- 180 meters Scaled)
 LG0670
 LG0670                          SUPERSEDED SURVEY CONTROL
 LG0670
 LG0670  NGVD 29 (??/??/92)  503.756  (m)         1652.74   (f) ADJ UNCH    2 0
 LG0670
 LG0670.Superseded values are not recommended for survey control.
 LG0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0670.See file dsdata.txt to determine how the superseded data were derived.
 LG0670
 LG0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK180993(NAD 83)
 LG0670_MARKER: Q = CHISELED SQUARE
 LG0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0670_SP_SET: CONCRETE BASE
 LG0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0670
 LG0670  HISTORY     - Date     Condition        Report By
 LG0670  HISTORY     - UNK      MONUMENTED       CGS
 LG0670  HISTORY     - 1934     GOOD             NGS
 LG0670
 LG0670                          STATION DESCRIPTION
 LG0670
 LG0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LG0670'0.9 MI SW FROM FAIRMONT.
 LG0670'0.9 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0670'RAILROAD FROM THE STATION AT FAIRMONT, FILLMORE COUNTY, AT
 LG0670'SIGNAL TOWER 113.8, ON THE SOUTHEAST CORNER OF THE CONCRETE BASE,
 LG0670'AND 12 FEET NORTH OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1242 ***********************************************************************
 MK1242  DESIGNATION -  114
 MK1242  PID         -  MK1242
 MK1242  STATE/COUNTY-  NE/PLATTE
 MK1242  USGS QUAD   -  COLUMBUS (1976)
 MK1242
 MK1242                         *CURRENT SURVEY CONTROL
 MK1242  ___________________________________________________________________
 MK1242* NAD 83(1986)-  41 25 48.     (N)    097 19 47.     (W)     SCALED    
 MK1242* NAVD 88     -       435.930  (meters)    1430.21   (feet)  ADJUSTED  
 MK1242  ___________________________________________________________________
 MK1242  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 MK1242  DYNAMIC HT  -         435.740 (meters)    1429.59  (feet)  COMP
 MK1242  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 MK1242
 MK1242  VERT ORDER  -  SECOND    CLASS 0
 MK1242
 MK1242.The horizontal coordinates were scaled from a topographic map and have
 MK1242.an estimated accuracy of +/- 6 seconds.
 MK1242
 MK1242.The orthometric height was determined by differential leveling
 MK1242.and adjusted by the National Geodetic Survey in June 1991..
 MK1242.WARNING-Repeat measurements at this control monument indicate possible
 MK1242.vertical movement.
 MK1242
 MK1242.The geoid height was determined by GEOID03.
 MK1242
 MK1242.The dynamic height is computed by dividing the NAVD 88
 MK1242.geopotential number by the normal gravity value computed on the
 MK1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1242.degrees latitude (g = 980.6199 gals.).
 MK1242
 MK1242.The modeled gravity was interpolated from observed gravity values.
 MK1242
 MK1242;                    North         East    Units  Estimated Accuracy
 MK1242;SPC NE       -   180,720.      723,090.      MT  (+/- 180 meters Scaled)
 MK1242
 MK1242                          SUPERSEDED SURVEY CONTROL
 MK1242
 MK1242  NGVD 29 (??/??/92)  435.745  (m)         1429.61   (f) ADJ UNCH    2 0
 MK1242
 MK1242.Superseded values are not recommended for survey control.
 MK1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1242.See file dsdata.txt to determine how the superseded data were derived.
 MK1242
 MK1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL395878(NAD 83)
 MK1242_MARKER: DB = BENCH MARK DISK
 MK1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1242_STAMPING: 114
 MK1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1242+STABILITY: SURFACE MOTION
 MK1242
 MK1242  HISTORY     - Date     Condition        Report By
 MK1242  HISTORY     - UNK      MONUMENTED       NEGS
 MK1242  HISTORY     - 1950     GOOD             NGS
 MK1242  HISTORY     - 1957     MARK NOT FOUND   USGS
 MK1242
 MK1242                          STATION DESCRIPTION
 MK1242
 MK1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1242'1.5 MI E FROM COLUMBUS.
 MK1242'1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1242'AT COLUMBUS, AT A ROAD CROSSING, 123 FEET NORTHWEST OF MILEPOST
 MK1242'83, 80.3 FEET NORTHWEST OF THE CENTER OF THE ROAD CROSSING, 66
 MK1242'FEET EAST OF THE FIRST POLE WEST OF THE ROAD CROSSING, 47 FEET
 MK1242'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 21.5 FEET WEST OF
 MK1242'BENCH MARK N 337, 0.5 FOOT SOUTH OF A FENCE, AND SET IN THE TOP
 MK1242'OF A CONCRETE POST.
 MK1242
 MK1242                          STATION RECOVERY (1957)
 MK1242
 MK1242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MK1242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0310 ***********************************************************************
 LG0310  DESIGNATION -  1179.1
 LG0310  PID         -  LG0310
 LG0310  STATE/COUNTY-  NE/LANCASTER
 LG0310  USGS QUAD   -  LINCOLN (1980)
 LG0310
 LG0310                         *CURRENT SURVEY CONTROL
 LG0310  ___________________________________________________________________
 LG0310* NAD 83(1986)-  40 48 50.     (N)    096 42 28.     (W)     SCALED    
 LG0310* NAVD 88     -       359.638  (meters)    1179.91   (feet)  ADJUSTED  
 LG0310  ___________________________________________________________________
 LG0310  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 LG0310  DYNAMIC HT  -         359.479 (meters)    1179.39  (feet)  COMP
 LG0310  MODELED GRAV-     980,171.1   (mgal)                       NAVD 88
 LG0310
 LG0310  VERT ORDER  -  FIRST     CLASS II
 LG0310
 LG0310.The horizontal coordinates were scaled from a topographic map and have
 LG0310.an estimated accuracy of +/- 6 seconds.
 LG0310
 LG0310.The orthometric height was determined by differential leveling
 LG0310.and adjusted by the National Geodetic Survey in June 1991..
 LG0310.WARNING-Repeat measurements at this control monument indicate possible
 LG0310.vertical movement.
 LG0310
 LG0310.The geoid height was determined by GEOID03.
 LG0310
 LG0310.The dynamic height is computed by dividing the NAVD 88
 LG0310.geopotential number by the normal gravity value computed on the
 LG0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0310.degrees latitude (g = 980.6199 gals.).
 LG0310
 LG0310.The modeled gravity was interpolated from observed gravity values.
 LG0310
 LG0310;                    North         East    Units  Estimated Accuracy
 LG0310;SPC NE       -   114,160.      777,630.      MT  (+/- 180 meters Scaled)
 LG0310
 LG0310                          SUPERSEDED SURVEY CONTROL
 LG0310
 LG0310  NGVD 29 (??/??/92)  359.542  (m)         1179.60   (f) ADJ UNCH    1 2
 LG0310
 LG0310.Superseded values are not recommended for survey control.
 LG0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0310.See file dsdata.txt to determine how the superseded data were derived.
 LG0310
 LG0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL933206(NAD 83)
 LG0310_MARKER: Q = CHISELED SQUARE
 LG0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0310_SP_SET: WATER TABLE
 LG0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0310
 LG0310  HISTORY     - Date     Condition        Report By
 LG0310  HISTORY     - UNK      MONUMENTED       CGS
 LG0310  HISTORY     - 1940     GOOD             NGS
 LG0310  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0310  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0310
 LG0310                          STATION DESCRIPTION
 LG0310
 LG0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0310'AT LINCOLN.
 LG0310'AT LINCOLN, LANCASTER COUNTY, AT THE NORTHEAST CORNER OF THE
 LG0310'CITY HALL, AND ON THE WATER TABLE.  A CHISELED SQUARE.
 LG0310
 LG0310                          STATION RECOVERY (1990)
 LG0310
 LG0310'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0310'MARK NOT FOUND.
 LG0310
 LG0310                          STATION RECOVERY (1991)
 LG0310
 LG0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0310'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0361 ***********************************************************************
 LG0361  DESIGNATION -  1196
 LG0361  PID         -  LG0361
 LG0361  STATE/COUNTY-  NE/LANCASTER
 LG0361  USGS QUAD   -  ROCA (1972)
 LG0361
 LG0361                         *CURRENT SURVEY CONTROL
 LG0361  ___________________________________________________________________
 LG0361* NAD 83(1986)-  40 41 53.     (N)    096 41 19.     (W)     SCALED    
 LG0361* NAVD 88     -       364.299  (meters)    1195.20   (feet)  ADJUSTED  
 LG0361  ___________________________________________________________________
 LG0361  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 LG0361  DYNAMIC HT  -         364.142 (meters)    1194.69  (feet)  COMP
 LG0361  MODELED GRAV-     980,181.6   (mgal)                       NAVD 88
 LG0361
 LG0361  VERT ORDER  -  SECOND    CLASS 0
 LG0361
 LG0361.The horizontal coordinates were scaled from a topographic map and have
 LG0361.an estimated accuracy of +/- 6 seconds.
 LG0361
 LG0361.The orthometric height was determined by differential leveling
 LG0361.and adjusted by the National Geodetic Survey in June 1991..
 LG0361
 LG0361.The geoid height was determined by GEOID03.
 LG0361
 LG0361.The dynamic height is computed by dividing the NAVD 88
 LG0361.geopotential number by the normal gravity value computed on the
 LG0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0361.degrees latitude (g = 980.6199 gals.).
 LG0361
 LG0361.The modeled gravity was interpolated from observed gravity values.
 LG0361
 LG0361;                    North         East    Units  Estimated Accuracy
 LG0361;SPC NE       -   101,370.      779,740.      MT  (+/- 180 meters Scaled)
 LG0361
 LG0361                          SUPERSEDED SURVEY CONTROL
 LG0361
 LG0361  NGVD 29 (??/??/92)  364.208  (m)         1194.91   (f) ADJ UNCH    2 0
 LG0361
 LG0361.Superseded values are not recommended for survey control.
 LG0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0361.See file dsdata.txt to determine how the superseded data were derived.
 LG0361
 LG0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL952078(NAD 83)
 LG0361_MARKER: P = PIPE CAP
 LG0361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LG0361_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LG0361_STAMPING: ELEV 1195
 LG0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0361
 LG0361  HISTORY     - Date     Condition        Report By
 LG0361  HISTORY     - UNK      MONUMENTED       USDA
 LG0361  HISTORY     - 1934     GOOD             NGS
 LG0361  HISTORY     - 1963     MARK NOT FOUND   NGS
 LG0361
 LG0361                          STATION DESCRIPTION
 LG0361
 LG0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LG0361'AT JAMAICA.
 LG0361'AT JAMAICA, LANCASTER COUNTY, ON THE UNION PACIFIC RAILROAD, 5
 LG0361'RAILS SOUTH OF THE STATION, 45 FEET EAST OF THE TRACK, AND ON A
 LG0361'PROPERTY LINE.  A UNITED STATES DEPARTMENT OF AGRICULTURE
 LG0361'STANDARD CAP, STAMPED 1195 AND FASTENED ON THE TOP OF AN IRON
 LG0361'PIPE.
 LG0361
 LG0361                          STATION RECOVERY (1963)
 LG0361
 LG0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LG0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0694 ***********************************************************************
 NQ0694  DESIGNATION -  12 DHW
 NQ0694  PID         -  NQ0694
 NQ0694  STATE/COUNTY-  NE/SIOUX
 NQ0694  USGS QUAD   -  SHERRILL HILLS (1978)
 NQ0694
 NQ0694                         *CURRENT SURVEY CONTROL
 NQ0694  ___________________________________________________________________
 NQ0694* NAD 83(1986)-  42 58 18.     (N)    104 01 13.     (W)     SCALED    
 NQ0694* NAVD 88     -      1224.627  (meters)    4017.80   (feet)  ADJUSTED  
 NQ0694  ___________________________________________________________________
 NQ0694  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 NQ0694  DYNAMIC HT  -        1224.020 (meters)    4015.81  (feet)  COMP
 NQ0694  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 NQ0694
 NQ0694  VERT ORDER  -  THIRD
 NQ0694
 NQ0694.The horizontal coordinates were scaled from a topographic map and have
 NQ0694.an estimated accuracy of +/- 6 seconds.
 NQ0694
 NQ0694.The orthometric height was determined by differential leveling
 NQ0694.and adjusted by the National Geodetic Survey in June 1991..
 NQ0694
 NQ0694.The geoid height was determined by GEOID03.
 NQ0694
 NQ0694.The dynamic height is computed by dividing the NAVD 88
 NQ0694.geopotential number by the normal gravity value computed on the
 NQ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0694.degrees latitude (g = 980.6199 gals.).
 NQ0694
 NQ0694.The modeled gravity was interpolated from observed gravity values.
 NQ0694
 NQ0694;                    North         East    Units  Estimated Accuracy
 NQ0694;SPC NE       -   356,100.      172,150.      MT  (+/- 180 meters Scaled)
 NQ0694
 NQ0694                          SUPERSEDED SURVEY CONTROL
 NQ0694
 NQ0694.No superseded survey control is available for this station.
 NQ0694
 NQ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH798581(NAD 83)
 NQ0694_MARKER: DB = BENCH MARK DISK
 NQ0694_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NQ0694_SP_SET: COPPER-CLAD STEEL ROD
 NQ0694_STAMPING: 12 DHW 1974
 NQ0694_MARK LOGO: USGS  
 NQ0694_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0694+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0694
 NQ0694  HISTORY     - Date     Condition        Report By
 NQ0694  HISTORY     - 1974     MONUMENTED       USGS
 NQ0694
 NQ0694                          STATION DESCRIPTION
 NQ0694
 NQ0694'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0694'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 22.4 MILES
 NQ0694'WEST ALONG GRADED ROAD AND TRACK ROAD TO A Y-JUNCTION OF THE ROAD,
 NQ0694'THE TOP OF A SMALL HILL, 4.2 MILES SOUTHWEST OF WALLACES RANCH HOUSE,
 NQ0694'SOUTH OF 1/4 CORNER OF SECTION 34/TOWNSHIP 35 NORTH/RANGE 57 WEST,
 NQ0694'286 FEET SOUTHWEST OF A WATER TANK, SET IN A COPPER-CLAD STEEL ROD
 NQ0694'DRIVEN 10 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0255 ***********************************************************************
 NO0255  DESIGNATION -  1214.00
 NO0255  PID         -  NO0255
 NO0255  STATE/COUNTY-  NE/HOOKER
 NO0255  USGS QUAD   -  HIRE SE (1987)
 NO0255
 NO0255                         *CURRENT SURVEY CONTROL
 NO0255  ___________________________________________________________________
 NO0255* NAD 83(1986)-  42 01 59.     (N)    101 21 02.     (W)     SCALED    
 NO0255* NAVD 88     -      1050.338  (meters)    3445.98   (feet)  ADJUSTED  
 NO0255  ___________________________________________________________________
 NO0255  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 NO0255  DYNAMIC HT  -        1049.765 (meters)    3444.10  (feet)  COMP
 NO0255  MODELED GRAV-     980,040.3   (mgal)                       NAVD 88
 NO0255
 NO0255  VERT ORDER  -  SECOND    CLASS 0
 NO0255
 NO0255.The horizontal coordinates were scaled from a topographic map and have
 NO0255.an estimated accuracy of +/- 6 seconds.
 NO0255
 NO0255.The orthometric height was determined by differential leveling
 NO0255.and adjusted by the National Geodetic Survey in June 1991..
 NO0255
 NO0255.The geoid height was determined by GEOID03.
 NO0255
 NO0255.The dynamic height is computed by dividing the NAVD 88
 NO0255.geopotential number by the normal gravity value computed on the
 NO0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0255.degrees latitude (g = 980.6199 gals.).
 NO0255
 NO0255.The modeled gravity was interpolated from observed gravity values.
 NO0255
 NO0255;                    North         East    Units  Estimated Accuracy
 NO0255;SPC NE       -   245,100.      388,200.      MT  (+/- 180 meters Scaled)
 NO0255
 NO0255                          SUPERSEDED SURVEY CONTROL
 NO0255
 NO0255  NGVD 29 (??/??/92) 1049.932  (m)         3444.65   (f) ADJ UNCH    2 0
 NO0255
 NO0255.Superseded values are not recommended for survey control.
 NO0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0255.See file dsdata.txt to determine how the superseded data were derived.
 NO0255
 NO0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM054561(NAD 83)
 NO0255_MARKER: P = PIPE CAP
 NO0255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0255_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NO0255_STAMPING: CB+Q BM 1214
 NO0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0255
 NO0255  HISTORY     - Date     Condition        Report By
 NO0255  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0255  HISTORY     - 1934     GOOD             NGS
 NO0255
 NO0255                          STATION DESCRIPTION
 NO0255
 NO0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0255'9 MI E FROM WHITMAN.
 NO0255'IN HOOKER COUNTY, 9.0 MILES EAST ALONG THE CHICAGO, BURLINGTON
 NO0255'AND QUINCY RAILROAD FROM THE STATION AT WHITMAN, GRANT COUNTY,
 NO0255'AT MILEAGE 284.92, 99 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 NO0255'A CHICAGO, BURLINGTON AND QUINCY RAILROAD STANDARD CAP, STAMPED
 NO0255'CB+Q BM 1214 AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0916 ***********************************************************************
 MJ0916  DESIGNATION -  122/1 BOLT
 MJ0916  PID         -  MJ0916
 MJ0916  STATE/COUNTY-  NE/DOUGLAS
 MJ0916  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0916
 MJ0916                         *CURRENT SURVEY CONTROL
 MJ0916  ___________________________________________________________________
 MJ0916* NAD 83(1986)-  41 18 23.     (N)    095 56 14.     (W)     SCALED    
 MJ0916* NAVD 88     -       299.588  (meters)     982.90   (feet)  ADJUSTED  
 MJ0916  ___________________________________________________________________
 MJ0916  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 MJ0916  DYNAMIC HT  -         299.461 (meters)     982.48  (feet)  COMP
 MJ0916  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 MJ0916
 MJ0916  VERT ORDER  -  FIRST     CLASS II
 MJ0916
 MJ0916.The horizontal coordinates were scaled from a topographic map and have
 MJ0916.an estimated accuracy of +/- 6 seconds.
 MJ0916
 MJ0916.The orthometric height was determined by differential leveling
 MJ0916.and adjusted by the National Geodetic Survey in June 1991..
 MJ0916
 MJ0916.The geoid height was determined by GEOID03.
 MJ0916
 MJ0916.The dynamic height is computed by dividing the NAVD 88
 MJ0916.geopotential number by the normal gravity value computed on the
 MJ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0916.degrees latitude (g = 980.6199 gals.).
 MJ0916
 MJ0916.The modeled gravity was interpolated from observed gravity values.
 MJ0916
 MJ0916;                    North         East    Units  Estimated Accuracy
 MJ0916;SPC NE       -   171,540.      840,000.      MT  (+/- 180 meters Scaled)
 MJ0916
 MJ0916                          SUPERSEDED SURVEY CONTROL
 MJ0916
 MJ0916  NGVD 29 (??/??/92)  299.459  (m)          982.48   (f) ADJ UNCH    1 2
 MJ0916
 MJ0916.Superseded values are not recommended for survey control.
 MJ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0916.See file dsdata.txt to determine how the superseded data were derived.
 MJ0916
 MJ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF541769(NAD 83)
 MJ0916_MARKER: B = BOLT
 MJ0916_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0916_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0916_MARK LOGO: MORC  
 MJ0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ0916+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1988
 MJ0916
 MJ0916  HISTORY     - Date     Condition        Report By
 MJ0916  HISTORY     - UNK      MONUMENTED       MORC
 MJ0916  HISTORY     - 1947     GOOD             NGS
 MJ0916  HISTORY     - 19880510 GOOD             NGS
 MJ0916
 MJ0916                          STATION DESCRIPTION
 MJ0916
 MJ0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0916'AT OMAHA.
 MJ0916'AT OMAHA, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF FORT
 MJ0916'STREET AND SIXTEENTH STREET, 38.5 FEET EAST OF THE CENTER LINE
 MJ0916'OF SIXTEENTH STREET, 34 FEET SOUTH OF THE CENTER LINE OF FORT
 MJ0916'STREET, 9 FEET SOUTHEAST OF A POWER POLE, A COPPER BOLT LEADED
 MJ0916'IN A STONE 18-INCHES SQUARE, SET ABOUT 4 FEET UNDERGROUND, ACCESS
 MJ0916'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER
 MJ0916'COMMISSION CAP.  THE PIPE PROJECTS 1 FOOT ABOVE THE GROUND.
 MJ0916
 MJ0916                          STATION RECOVERY (1988)
 MJ0916
 MJ0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MJ0916'IN OMAHA, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF FORT STREET
 MJ0916'AND 16TH STREET,  11.73 M (38.5 FT) EAST FROM THE CENTERLINE
 MJ0916'OF 16TH STREET, 10.4 M (34.1 FT) SOUTH FROM THE CENTERLINE OF FORT
 MJ0916'STREET, A COPPER BOLT LEADED IN A STONE, 18-INCHES SQUARE,
 MJ0916'ABOUT 1.2 M (3.9 FT) BELOW THE GROUND SURFACE.
 MJ0916'THE PIPE OVER THE BOLT IS STILL IN PLACE, HOWEVER, THE PIPE IS
 MJ0916'BATTERED AND THE CAP IS MISSING.  THE BOLT WAS NOT EXPOSED ON THIS
 MJ0916'DATE BUT SHOULD STILL BE IN PLACE AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0915 ***********************************************************************
 MJ0915  DESIGNATION -  122/1 CAP
 MJ0915  PID         -  MJ0915
 MJ0915  STATE/COUNTY-  NE/DOUGLAS
 MJ0915  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0915
 MJ0915                         *CURRENT SURVEY CONTROL
 MJ0915  ___________________________________________________________________
 MJ0915* NAD 83(1986)-  41 18 23.     (N)    095 56 13.     (W)     SCALED    
 MJ0915* NAVD 88     -       300.826  (meters)     986.96   (feet)  ADJUSTED  
 MJ0915  ___________________________________________________________________
 MJ0915  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 MJ0915  DYNAMIC HT  -         300.698 (meters)     986.54  (feet)  COMP
 MJ0915  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 MJ0915
 MJ0915  VERT ORDER  -  FIRST     CLASS II
 MJ0915
 MJ0915.The horizontal coordinates were scaled from a topographic map and have
 MJ0915.an estimated accuracy of +/- 6 seconds.
 MJ0915
 MJ0915.The orthometric height was determined by differential leveling
 MJ0915.and adjusted by the National Geodetic Survey in June 1991..
 MJ0915
 MJ0915.The geoid height was determined by GEOID03.
 MJ0915
 MJ0915.The dynamic height is computed by dividing the NAVD 88
 MJ0915.geopotential number by the normal gravity value computed on the
 MJ0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0915.degrees latitude (g = 980.6199 gals.).
 MJ0915
 MJ0915.The modeled gravity was interpolated from observed gravity values.
 MJ0915
 MJ0915;                    North         East    Units  Estimated Accuracy
 MJ0915;SPC NE       -   171,540.      840,020.      MT  (+/- 180 meters Scaled)
 MJ0915
 MJ0915                          SUPERSEDED SURVEY CONTROL
 MJ0915
 MJ0915  NGVD 29 (??/??/92)  300.697  (m)          986.54   (f) ADJ UNCH    1 2
 MJ0915
 MJ0915.Superseded values are not recommended for survey control.
 MJ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0915.See file dsdata.txt to determine how the superseded data were derived.
 MJ0915
 MJ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF541769(NAD 83)
 MJ0915_MARKER: P = PIPE CAP
 MJ0915_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0915_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0915_MARK LOGO: MORC  
 MJ0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0915+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1988
 MJ0915
 MJ0915  HISTORY     - Date     Condition        Report By
 MJ0915  HISTORY     - UNK      MONUMENTED       MORC
 MJ0915  HISTORY     - 1947     GOOD             NGS
 MJ0915  HISTORY     - 1976     POOR             NGS
 MJ0915  HISTORY     - 19880510 GOOD             NGS
 MJ0915
 MJ0915                          STATION DESCRIPTION
 MJ0915
 MJ0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0915'AT OMAHA.
 MJ0915'AT OMAHA, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF FORT
 MJ0915'STREET AND SIXTEENTH STREET, 38.5 FEET EAST OF THE CENTER LINE
 MJ0915'OF SIXTEENTH STREET, 34 FEET SOUTH OF THE CENTER LINE OF FORT
 MJ0915'STREET, 9 FEET SOUTHEAST OF A POWER POLE, A MISSOURI RIVER
 MJ0915'COMMISSION CAP BOLTED ON AN IRON PIPE WHICH PROJECS 1 FOOT
 MJ0915'ABOVE THE GROUND.  NOTE-- TOP OF PIPE BROKEN AND BENT.
 MJ0915
 MJ0915                          STATION RECOVERY (1976)
 MJ0915
 MJ0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0915'MARK RECOVERED IN POOR CONDITION.
 MJ0915
 MJ0915                          STATION RECOVERY (1988)
 MJ0915
 MJ0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MJ0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0526 ***********************************************************************
 NO0526  DESIGNATION -  1249
 NO0526  PID         -  NO0526
 NO0526  STATE/COUNTY-  NE/CHERRY
 NO0526  USGS QUAD   -  ELL LAKE (1985)
 NO0526
 NO0526                         *CURRENT SURVEY CONTROL
 NO0526  ___________________________________________________________________
 NO0526* NAD 83(1986)-  42 41 16.     (N)    100 32 11.     (W)     SCALED    
 NO0526* NAVD 88     -       872.563  (meters)    2862.73   (feet)  ADJUSTED  
 NO0526  ___________________________________________________________________
 NO0526  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 NO0526  DYNAMIC HT  -         872.185 (meters)    2861.49  (feet)  COMP
 NO0526  MODELED GRAV-     980,158.2   (mgal)                       NAVD 88
 NO0526
 NO0526  VERT ORDER  -  FIRST     CLASS II
 NO0526
 NO0526.The horizontal coordinates were scaled from a topographic map and have
 NO0526.an estimated accuracy of +/- 6 seconds.
 NO0526
 NO0526.The orthometric height was determined by differential leveling
 NO0526.and adjusted by the National Geodetic Survey in June 1994..
 NO0526
 NO0526.The geoid height was determined by GEOID03.
 NO0526
 NO0526.The dynamic height is computed by dividing the NAVD 88
 NO0526.geopotential number by the normal gravity value computed on the
 NO0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0526.degrees latitude (g = 980.6199 gals.).
 NO0526
 NO0526.The modeled gravity was interpolated from observed gravity values.
 NO0526
 NO0526;                    North         East    Units  Estimated Accuracy
 NO0526;SPC NE       -   317,080.      456,050.      MT  (+/- 180 meters Scaled)
 NO0526
 NO0526                          SUPERSEDED SURVEY CONTROL
 NO0526
 NO0526  NGVD 29 (02/14/92)  872.271  (m)         2861.78   (f) ADJUSTED    1 2
 NO0526
 NO0526.Superseded values are not recommended for survey control.
 NO0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0526.See file dsdata.txt to determine how the superseded data were derived.
 NO0526
 NO0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN741272(NAD 83)
 NO0526_MARKER: DD = SURVEY DISK
 NO0526_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NO0526_SP_SET: BRIDGE WINGWALL
 NO0526_STAMPING: 1249 02 2861.76
 NO0526_MARK LOGO: DI    
 NO0526_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0526+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1991
 NO0526
 NO0526  HISTORY     - Date     Condition        Report By
 NO0526  HISTORY     - UNK      MONUMENTED       DI
 NO0526  HISTORY     - 19910804 GOOD             NGS
 NO0526  HISTORY     - 19950908 GOOD             NEDR
 NO0526
 NO0526                          STATION DESCRIPTION
 NO0526
 NO0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0526'23.1 KM (14.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0526'OF U.S. HIGHWAY 20 IN VALENTINE, IN THE NORTHWEST WINGWALL OF A
 NO0526'HIGHWAY BRIDGE SPANNING THE AINSWORTH CANAL, 6.0 M (19.7 FT) WEST OF
 NO0526'THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) WEST OF THE NORTHWEST CORNER
 NO0526'OF THE BRIDGE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 NO0526
 NO0526                          STATION RECOVERY (1995)
 NO0526
 NO0526'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1995 (HED)
 NO0526'RECOVERED IN GOOD CONDITION BUT THE BRIDGE IS TO BE REPLACED.  1249
 NO0526'RESET WILL PLACED INTO THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9633 ***********************************************************************
 AG9633  DESIGNATION -  1249 RESET
 AG9633  PID         -  AG9633
 AG9633  STATE/COUNTY-  NE/CHERRY
 AG9633  USGS QUAD   -  ELL LAKE (1985)
 AG9633
 AG9633                         *CURRENT SURVEY CONTROL
 AG9633  ___________________________________________________________________
 AG9633* NAD 83(1986)-  42 41 16.     (N)    100 32 11.     (W)     SCALED    
 AG9633* NAVD 88     -       872.02   (meters)    2861.0    (feet)  RESET     
 AG9633  ___________________________________________________________________
 AG9633  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 AG9633
 AG9633  VERT ORDER  -  THIRD
 AG9633
 AG9633.The horizontal coordinates were scaled from a topographic map and have
 AG9633.an estimated accuracy of +/- 6 seconds.
 AG9633
 AG9633.The orthometric height was computed from unverified reset data.
 AG9633
 AG9633.The geoid height was determined by GEOID03.
 AG9633
 AG9633;                    North         East    Units  Estimated Accuracy
 AG9633;SPC NE       -   317,080.      456,050.      MT  (+/- 180 meters Scaled)
 AG9633
 AG9633                          SUPERSEDED SURVEY CONTROL
 AG9633
 AG9633.No superseded survey control is available for this station.
 AG9633
 AG9633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN741272(NAD 83)
 AG9633_MARKER: DV = VERTICAL CONTROL DISK
 AG9633_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9633_SP_SET: BRIDGE ABUTMENT
 AG9633_STAMPING: 1249 + 02 RESET 1995
 AG9633_MARK LOGO: NGS   
 AG9633_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9633+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AG9633
 AG9633  HISTORY     - Date     Condition        Report By
 AG9633  HISTORY     - 1995     MONUMENTED       NEDR
 AG9633
 AG9633                          STATION DESCRIPTION
 AG9633
 AG9633'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1995 (HED)
 AG9633'23.1 KM (14.35 MI) SOUTHERLY ALONG U.S.  HIGHWAY 83 FROM THE JUNCTION
 AG9633'OF U.S.  HIGHWAY 20 IN VALENTINE, IN THE SOUTHEAST CORNER OF THE
 AG9633'ABUTMENT OF THE HIGHWAY BRIDGE OVER THE AINSWORTH CANAL, 24.4 FT (7.4
 AG9633'M) EAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0975 ***********************************************************************
 LG0975  DESIGNATION -  1289 FEET OMAHA
 LG0975  PID         -  LG0975
 LG0975  STATE/COUNTY-  NE/OTOE
 LG0975  USGS QUAD   -  BURR (1966)
 LG0975
 LG0975                         *CURRENT SURVEY CONTROL
 LG0975  ___________________________________________________________________
 LG0975* NAD 83(1995)-  40 33 59.57019(N)    096 17 37.59493(W)     ADJUSTED  
 LG0975* NAVD 88     -       392.1    (meters)    1286.     (feet)  VERTCON   
 LG0975  ___________________________________________________________________
 LG0975  LAPLACE CORR-          -8.33  (seconds)                    DEFLEC99
 LG0975  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 LG0975
 LG0975  HORZ ORDER  -  SECOND
 LG0975
 LG0975.The horizontal coordinates were established by classical geodetic methods
 LG0975.and adjusted by the National Geodetic Survey in August 1997..
 LG0975
 LG0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0975
 LG0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0975
 LG0975.The geoid height was determined by GEOID03.
 LG0975
 LG0975;                    North         East     Units Scale Factor Converg.
 LG0975;SPC NE       -    88,133.283   813,696.193   MT  0.99979180   +2 27 22.0
 LG0975;UTM  14      - 4,494,161.464   729,095.316   MT  1.00024608   +1 45 38.5
 LG0975
 LG0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0975!SPC NE       -   0.99994284  x   0.99979180  =   0.99973465
 LG0975!UTM  14      -   0.99994284  x   1.00024608  =   1.00018890
 LG0975
 LG0975                          SUPERSEDED SURVEY CONTROL
 LG0975
 LG0975  NAD 83(1986)-  40 33 59.57837(N)    096 17 37.59107(W) AD(       ) 2
 LG0975  NAD 27      -  40 33 59.59100(N)    096 17 36.54700(W) AD(       ) 2
 LG0975  NGVD 29 (07/19/86)  392.0    (m)         1286.     (f) VERT ANG       
 LG0975
 LG0975.Superseded values are not recommended for survey control.
 LG0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0975.See file dsdata.txt to determine how the superseded data were derived.
 LG0975
 LG0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2909594161(NAD 83)
 LG0975_MARKER: P = PIPE CAP
 LG0975_SETTING: 0 = UNSPECIFIED SETTING
 LG0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0975
 LG0975  HISTORY     - Date     Condition        Report By
 LG0975  HISTORY     - 1947     MONUMENTED       USGS
 LG0975
 LG0975                          STATION DESCRIPTION
 LG0975
 LG0975'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 LG0975'U.S.G.S. BM IS 69 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 LG0975'OF A SCHOOL BUILDING, 58 FEET NORTH-NORTHWEST OF THE CENTER OF
 LG0975'A CROSSROAD, AND 11 FEET NORTH-NORTHWEST OF A TELEPHONE POLE.
 LG0975'IT IS A U.S.G.S. BM BRONZE CAP RIVETED TO THE TOP OF AN IRON PIPE
 LG0975'THAT PROJECTS 15 INCHES.  IT IS STAMPED 1289 FEET OMAHA.
 LG0975'
 LG0975'TO REACH THE STATION FROM THE WATER TANK IN DOUGLAS, GO EAST
 LG0975'FOR 4.3 MILES TO A CROSSROAD AT A SCHOOL HOUSE, TURN RIGHT, SOUTH,
 LG0975'AND GO 2 MILES TO A CROSSROAD AND THE STATION ON THE RIGHT AS
 LG0975'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4140 ***********************************************************************
 AB4140  SACS        -  This is a Secondary Airport Control Station.
 AB4140  DESIGNATION -  12K A
 AB4140  PID         -  AB4140
 AB4140  STATE/COUNTY-  NE/NUCKOLLS
 AB4140  USGS QUAD   -  SUPERIOR (1983)
 AB4140
 AB4140                         *CURRENT SURVEY CONTROL
 AB4140  ___________________________________________________________________
 AB4140* NAD 83(1995)-  40 02 33.85414(N)    098 03 26.20512(W)     ADJUSTED  
 AB4140* NAVD 88     -       505.35   (meters)    1658.0    (feet)  GPS OBS   
 AB4140  ___________________________________________________________________
 AB4140  X           -    -685,400.339 (meters)                     COMP
 AB4140  Y           -  -4,841,750.728 (meters)                     COMP
 AB4140  Z           -   4,081,927.881 (meters)                     COMP
 AB4140  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 AB4140  ELLIP HEIGHT-         479.22  (meters)          (12/13/01) GPS OBS
 AB4140  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AB4140
 AB4140  HORZ ORDER  -  FIRST
 AB4140  ELLP ORDER  -  FOURTH    CLASS I
 AB4140
 AB4140.This mark is at Superior Municipal Airport (12K)
 AB4140
 AB4140.The horizontal coordinates were established by GPS observations
 AB4140.and adjusted by the National Geodetic Survey in August 1998..
 AB4140
 AB4140.The orthometric height was determined by GPS observations and a
 AB4140.high-resolution geoid model.
 AB4140
 AB4140.GPS derived orthometric heights for airport stations designated as
 AB4140.PACS or SACS are published to 2 decimal places.  This maintains
 AB4140.centimeter relative accuracy between the PACS and SACS.  It does
 AB4140.not indicate centimeter accuracy relative to other marks which are
 AB4140.part of the NAVD 88 network.
 AB4140
 AB4140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4140
 AB4140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4140
 AB4140.The ellipsoidal height was determined by GPS observations
 AB4140.and is referenced to NAD 83.
 AB4140
 AB4140.The geoid height was determined by GEOID03.
 AB4140
 AB4140;                    North         East     Units Scale Factor Converg.
 AB4140;SPC NE       -    25,114.084   665,775.845   MT  0.99998096   +1 17 14.8
 AB4140;UTM  14      - 4,432,926.325   580,420.808   MT  0.99967962   +0 36 23.5
 AB4140
 AB4140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4140!SPC NE       -   0.99992483  x   0.99998096  =   0.99990579
 AB4140!UTM  14      -   0.99992483  x   0.99967962  =   0.99960447
 AB4140
 AB4140                          SUPERSEDED SURVEY CONTROL
 AB4140
 AB4140  ELLIP H (08/21/98)  479.28   (m)                       GP(       ) 4 1
 AB4140
 AB4140.Superseded values are not recommended for survey control.
 AB4140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4140.See file dsdata.txt to determine how the superseded data were derived.
 AB4140
 AB4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8042132926(NAD 83)
 AB4140_MARKER: I = METAL ROD
 AB4140_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4140_STAMPING: 12K A 1995
 AB4140_MARK LOGO: NGS   
 AB4140_PROJECTION: FLUSH
 AB4140_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4140+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 AB4140_ROD/PIPE-DEPTH: 12.8 meters
 AB4140_SLEEVE-DEPTH  : 1 meters
 AB4140
 AB4140  HISTORY     - Date     Condition        Report By
 AB4140  HISTORY     - 1995     MONUMENTED       NGS
 AB4140  HISTORY     - 19970529 GOOD             NGS
 AB4140  HISTORY     - 20060621 GOOD             NEDA
 AB4140
 AB4140                          STATION DESCRIPTION
 AB4140
 AB4140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4140'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH OF NELSON, 1.8 MI
 AB4140'(2.9 KM) MI NORTH OF SUPERIOR, AT THE SUPERIOR MUNICIPAL AIRPORT NEAR
 AB4140'THE APPROACH END OF RUNWAY 32.  OWNERSHIP--SUPERIOR AIRPORT AUTHORITY,
 AB4140'808 KANSAS STREET, SUPERIOR NE 68978.  AIRPORT MANAGER IS JIM BUTLER,
 AB4140'PHONE (402) 879-3006.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB4140'STATE HIGHWAYS 8 AND 14 IN SUPERIOR, GO NORTH ON STATE HIGHWAY 14 FOR
 AB4140'2.0 MI (3.2 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST ON THE
 AB4140'AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A GRAVEL ROAD LEFT,
 AB4140'TURN LEFT AND GO NORTHERLY ON THE ROAD THEN ACROSS THE APRON FOR 0.1
 AB4140'MI (0.2 KM) TO A TAXIWAY, TURN LEFT AND GO NORTH ON THE TAXIWAY FOR
 AB4140'0.1 MI (0.2 KM) TO THE PAVED RUNWAY, TURN RIGHT AND GO SOUTHEAST ON
 AB4140'THE RUNWAY FOR 0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT ON THE
 AB4140'TOP OF A EMBANKMENT.  THE STATION IS ABOUT 4 FT (1.2 M) HIGHER THAN
 AB4140'THE RUNWAY, 150.5 FT (45.9 M) WEST-NORTHWEST OF A RUNWAY LIGHT (FIRST
 AB4140'FROM END), 109.2 FT (33.3 M) SOUTHWEST OF THE RUNWAY CENTER, 91.8 FT
 AB4140'(28.0 M) SOUTH-SOUTHWEST OF A RUNWAY LIGHT (2ND FROM END), 1.5 FT (0.5
 AB4140'M) NORTHWEST OF A WITNESS POST AND 1.3 FT (0.4 M) SOUTHEAST OF A
 AB4140'WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4140
 AB4140                          STATION RECOVERY (1997)
 AB4140
 AB4140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4140'THE STATION IS LOCATED ABOUT 10.0 SOUTH OF NELSON, 1.8 MI (2.9 KM)
 AB4140'NORTH OF SUPERIOR AND AT THE SUPERIOR MUNICIPAL AIRPORT NEAR THE
 AB4140'APPROACH END OF RUNWAY 32.  OWNERSHIP--SUPERIOR AIRPORT AUTHORITY, 808
 AB4140'KANSAS STREET, SUPERIOR, NE 68978.  AIRPORT MANAGER IS JIM BUTLER,
 AB4140'PHONE (402) 879-3006.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB4140'STATE HIGHWAYS 8 AND 14 IN SUPERIOR, GO NORTH ON STATE HIGHWAY 14 FOR
 AB4140'2.0 MI (3.2 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST ON THE
 AB4140'AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A GRAVEL ROAD LEFT,
 AB4140'TURN LEFT AND GO NORTHERLY ON THE ROAD THEN ACROSS THE APRON FOR 0.1
 AB4140'MI (0.2 KM) TO A TAXIWAY, TURN LEFT AND GO NORTH ON THE TAXIWAY FOR
 AB4140'0.1 MI (0.2 KM) TO THE PAVED RUNWAY, TURN RIGHT AND GO SOUTHEAST ON
 AB4140'THE RUNWAY FOR 0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT ON THE
 AB4140'TOP OF A EMBANKMENT.  THE STATION IS ABOUT 4 FT (1.2 M) HIGHER THAN
 AB4140'THE RUNWAY, 150.5 FT (45.9 M) WEST NORTHWEST OF A RUNWAY LIGHT (FIRST
 AB4140'FROM END) , 109.2 FT (33.3 M) SOUTHWEST OF THE RUNWAY CENTER, 91.8 FT
 AB4140'(28.0 M) SOUTH SOUTHWEST OF A RUNWAY LIGHT (2ND FROM END) , 1.5 FT
 AB4140'(0.5 M) NORTHWEST OF A WITNESS POST AND 1.3 FT (0.4 M) SOUTHEAST OF A
 AB4140'WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AB4140
 AB4140                          STATION RECOVERY (2006)
 AB4140
 AB4140'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF AERONAUTICS 2006 (BJS)
 AB4140'AIRPORT MANAGER IS BARRY BLACKSTONE.
 AB4140'AIRPORT AUTHORITY ADDRESS IS IN CARE OF LANCE TEACHWORTH, CHAIRMAN,
 AB4140'1109 LOUDEN STREET, SUPERIOR, NE 68978-2315
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1341 ***********************************************************************
 MJ1341  DESIGNATION -  13 B
 MJ1341  PID         -  MJ1341
 MJ1341  STATE/COUNTY-  NE/DOUGLAS
 MJ1341  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1341
 MJ1341                         *CURRENT SURVEY CONTROL
 MJ1341  ___________________________________________________________________
 MJ1341* NAD 83(1986)-  41 20 41.     (N)    095 57 35.     (W)     SCALED    
 MJ1341* NAVD 88     -       314.323  (meters)    1031.24   (feet)  ADJUSTED  
 MJ1341  ___________________________________________________________________
 MJ1341  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 MJ1341  DYNAMIC HT  -         314.187 (meters)    1030.80  (feet)  COMP
 MJ1341  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 MJ1341
 MJ1341  VERT ORDER  -  FIRST     CLASS II
 MJ1341
 MJ1341.The horizontal coordinates were scaled from a topographic map and have
 MJ1341.an estimated accuracy of +/- 6 seconds.
 MJ1341
 MJ1341.The orthometric height was determined by differential leveling
 MJ1341.and adjusted by the National Geodetic Survey in June 1991..
 MJ1341
 MJ1341.The geoid height was determined by GEOID03.
 MJ1341
 MJ1341.The dynamic height is computed by dividing the NAVD 88
 MJ1341.geopotential number by the normal gravity value computed on the
 MJ1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1341.degrees latitude (g = 980.6199 gals.).
 MJ1341
 MJ1341.The modeled gravity was interpolated from observed gravity values.
 MJ1341
 MJ1341;                    North         East    Units  Estimated Accuracy
 MJ1341;SPC NE       -   175,700.      837,920.      MT  (+/- 180 meters Scaled)
 MJ1341
 MJ1341                          SUPERSEDED SURVEY CONTROL
 MJ1341
 MJ1341.No superseded survey control is available for this station.
 MJ1341
 MJ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF523812(NAD 83)
 MJ1341_MARKER: Z = SEE DESCRIPTION
 MJ1341_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MJ1341_SP_SET: GUARDRAIL
 MJ1341_STAMPING: BM 13-B NDOR 1989
 MJ1341_MARK LOGO: NEDR  
 MJ1341_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1341+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1989
 MJ1341
 MJ1341  HISTORY     - Date     Condition        Report By
 MJ1341  HISTORY     - 1989     MONUMENTED       NEDR
 MJ1341  HISTORY     - 19890801 GOOD             NGS
 MJ1341
 MJ1341                          STATION DESCRIPTION
 MJ1341
 MJ1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1341'0.4 KM (0.25 MI) EASTERLY ALONG INTERSTATE HIGHWAY 680 FROM ITS
 MJ1341'JUNCTION WITH 30TH STREET (EXIT 13) IN OMAHA, A 2-INCH BRASS PLUG IN
 MJ1341'THE WEST END OF THE SOUTH CONCRETE GUARDRAIL OF THE EASTBOUND HIGHWAY
 MJ1341'BRIDGE SPANNING THE MISSOURI RIVER, 4.3 M (14.1 FT) SOUTH OF THE
 MJ1341'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 0.8 M (2.6 FT)
 MJ1341'ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF THE EAST END
 MJ1341'OF A METAL GUARDRAIL, AND 0.3 M (1.0 FT) EAST OF THE WEST END OF A
 MJ1341'METAL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0695 ***********************************************************************
 NQ0695  DESIGNATION -  13 DHW
 NQ0695  PID         -  NQ0695
 NQ0695  STATE/COUNTY-  NE/SIOUX
 NQ0695  USGS QUAD   -  SHERRILL HILLS (1978)
 NQ0695
 NQ0695                         *CURRENT SURVEY CONTROL
 NQ0695  ___________________________________________________________________
 NQ0695* NAD 83(1986)-  42 58 19.     (N)    104 03 12.     (W)     SCALED    
 NQ0695* NAVD 88     -      1229.085  (meters)    4032.42   (feet)  ADJUSTED  
 NQ0695  ___________________________________________________________________
 NQ0695  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 NQ0695  DYNAMIC HT  -        1228.463 (meters)    4030.38  (feet)  COMP
 NQ0695  MODELED GRAV-     980,071.9   (mgal)                       NAVD 88
 NQ0695
 NQ0695  VERT ORDER  -  THIRD
 NQ0695
 NQ0695.The horizontal coordinates were scaled from a topographic map and have
 NQ0695.an estimated accuracy of +/- 6 seconds.
 NQ0695
 NQ0695.The orthometric height was determined by differential leveling
 NQ0695.and adjusted by the National Geodetic Survey in June 1991..
 NQ0695
 NQ0695.The geoid height was determined by GEOID03.
 NQ0695
 NQ0695.The dynamic height is computed by dividing the NAVD 88
 NQ0695.geopotential number by the normal gravity value computed on the
 NQ0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0695.degrees latitude (g = 980.6199 gals.).
 NQ0695
 NQ0695.The modeled gravity was interpolated from observed gravity values.
 NQ0695
 NQ0695;                    North         East    Units  Estimated Accuracy
 NQ0695;SPC NE       -   356,250.      169,460.      MT  (+/- 180 meters Scaled)
 NQ0695
 NQ0695                          SUPERSEDED SURVEY CONTROL
 NQ0695
 NQ0695.No superseded survey control is available for this station.
 NQ0695
 NQ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH771581(NAD 83)
 NQ0695_MARKER: DB = BENCH MARK DISK
 NQ0695_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NQ0695_SP_SET: COPPER-CLAD STEEL ROD
 NQ0695_STAMPING: 13 DHW 1974
 NQ0695_MARK LOGO: USGS  
 NQ0695_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0695+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0695
 NQ0695  HISTORY     - Date     Condition        Report By
 NQ0695  HISTORY     - 1974     MONUMENTED       USGS
 NQ0695
 NQ0695                          STATION DESCRIPTION
 NQ0695
 NQ0695'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0695'FR0M THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 24.4 MILES
 NQ0695'WEST ALONG GRADED ROAD AND TRACK ROAD TO THE ROAD TO WYOMING-NEBRASKA
 NQ0695'STATE LINE, 6.2 MILES SOUTHWEST OF WALLACES RANCH HOUSE, AT 1/4
 NQ0695'CORNER OF SECTION 28/NEBRASKA TOWNSHIP 35 NORTH/RANGE 57 WEST, 108
 NQ0695'FEET NORTH OF THE CENTER OF THE GATE IN A NORTH-SOUTH FENCE, SET IN A
 NQ0695'COPPER-CLAD STEEL ROD DRIVEN 7.2 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0741 ***********************************************************************
 NM0741  DESIGNATION -  1341.03
 NM0741  PID         -  NM0741
 NM0741  STATE/COUNTY-  NE/CUMING
 NM0741  USGS QUAD   -  BANCROFT (1966)
 NM0741
 NM0741                         *CURRENT SURVEY CONTROL
 NM0741  ___________________________________________________________________
 NM0741* NAD 83(1986)-  42 00 49.     (N)    096 34 22.     (W)     SCALED    
 NM0741* NAVD 88     -       408.289  (meters)    1339.53   (feet)  ADJUSTED  
 NM0741  ___________________________________________________________________
 NM0741  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 NM0741  DYNAMIC HT  -         408.141 (meters)    1339.04  (feet)  COMP
 NM0741  MODELED GRAV-     980,247.9   (mgal)                       NAVD 88
 NM0741
 NM0741  VERT ORDER  -  SECOND    CLASS 0
 NM0741
 NM0741.The horizontal coordinates were scaled from a topographic map and have
 NM0741.an estimated accuracy of +/- 6 seconds.
 NM0741
 NM0741.The orthometric height was determined by differential leveling
 NM0741.and adjusted by the National Geodetic Survey in June 1991..
 NM0741
 NM0741.The geoid height was determined by GEOID03.
 NM0741
 NM0741.The dynamic height is computed by dividing the NAVD 88
 NM0741.geopotential number by the normal gravity value computed on the
 NM0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0741.degrees latitude (g = 980.6199 gals.).
 NM0741
 NM0741.The modeled gravity was interpolated from observed gravity values.
 NM0741
 NM0741;                    North         East    Units  Estimated Accuracy
 NM0741;SPC NE       -   247,690.      783,730.      MT  (+/- 180 meters Scaled)
 NM0741
 NM0741                          SUPERSEDED SURVEY CONTROL
 NM0741
 NM0741  NGVD 29 (??/??/92)  408.132  (m)         1339.01   (f) ADJ UNCH    2 0
 NM0741
 NM0741.Superseded values are not recommended for survey control.
 NM0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0741.See file dsdata.txt to determine how the superseded data were derived.
 NM0741
 NM0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM009541(NAD 83)
 NM0741_MARKER: DD = SURVEY DISK
 NM0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0741_SP_SET: BUILDING
 NM0741_STAMPING: 1341.03 1341.03
 NM0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0741
 NM0741  HISTORY     - Date     Condition        Report By
 NM0741  HISTORY     - UNK      MONUMENTED       USDA
 NM0741  HISTORY     - 1947     GOOD             NGS
 NM0741
 NM0741                          STATION DESCRIPTION
 NM0741
 NM0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM0741'AT BANCROFT.
 NM0741'AT BANCROFT, ON THE SOUTH FACE OF THE CITIZENS BANK, 2.0 FEET
 NM0741'EAST OF THE SOUTHEAST EDGE OF THE ENTRANCE, 2.0 FEET ABOVE A
 NM0741'CONCRETE WALK AND SET IN A DRILL HOLE.  THE TAPE WAS HELD ON THE
 NM0741'SMALL HORIZONTAL GROOVE NEAR THE CENTER OF THE RAISED BAR ON THE
 NM0741'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1663 ***********************************************************************
 MK1663  DESIGNATION -  136 RESET
 MK1663  PID         -  MK1663
 MK1663  STATE/COUNTY-  NE/BOONE
 MK1663  USGS QUAD   -  ST EDWARD SW (1985)
 MK1663
 MK1663                         *CURRENT SURVEY CONTROL
 MK1663  ___________________________________________________________________
 MK1663* NAD 83(1986)-  41 34 05.     (N)    097 57 54.     (W)     SCALED    
 MK1663* NAVD 88     -       557.87   (meters)    1830.3    (feet)  RESET     
 MK1663  ___________________________________________________________________
 MK1663  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 MK1663
 MK1663  VERT ORDER  -  THIRD
 MK1663
 MK1663.The horizontal coordinates were scaled from a topographic map and have
 MK1663.an estimated accuracy of +/- 6 seconds.
 MK1663
 MK1663.The orthometric height was computed from unverified reset data.
 MK1663
 MK1663.The geoid height was determined by GEOID03.
 MK1663
 MK1663;                    North         East    Units  Estimated Accuracy
 MK1663;SPC NE       -   194,600.      669,660.      MT  (+/- 180 meters Scaled)
 MK1663
 MK1663                          SUPERSEDED SURVEY CONTROL
 MK1663
 MK1663  NGVD 29 (??/??/??)  557.65   (m)         1829.6    (f) RESET       3  
 MK1663
 MK1663.Superseded values are not recommended for survey control.
 MK1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1663.See file dsdata.txt to determine how the superseded data were derived.
 MK1663
 MK1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM862023(NAD 83)
 MK1663_MARKER: DB = BENCH MARK DISK
 MK1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1663_STAMPING: 136
 MK1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1663+STABILITY: SURFACE MOTION
 MK1663
 MK1663  HISTORY     - Date     Condition        Report By
 MK1663  HISTORY     - 1964     MONUMENTED       NEGS
 MK1663  HISTORY     - 1964     GOOD             NGS
 MK1663
 MK1663                          STATION DESCRIPTION
 MK1663
 MK1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MK1663'5.2 MI W FROM ST EDWARD.
 MK1663'ABOUT 5.2 MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 MK1663'AT ST. EDWARD, BOONE COUNTY, 0.3 MILES WEST OF A SCHOOLHOUSE, AT
 MK1663'THE INTERSECTION OF A COUNTY ROAD, 88 FEET SOUTHEAST OF THE CENTER
 MK1663'OF THE INTERSECTION, 35 FEET EAST OF THE CENTERLINE OF THE COUNTY
 MK1663'ROAD, 78.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND SET
 MK1663'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1658 ***********************************************************************
 MK1658  DESIGNATION -  137
 MK1658  PID         -  MK1658
 MK1658  STATE/COUNTY-  NE/BOONE
 MK1658  USGS QUAD   -  ST EDWARD SW (1985)
 MK1658
 MK1658                         *CURRENT SURVEY CONTROL
 MK1658  ___________________________________________________________________
 MK1658* NAD 83(1986)-  41 34 06.     (N)    097 54 27.     (W)     SCALED    
 MK1658* NAVD 88     -       540.343  (meters)    1772.78   (feet)  ADJUSTED  
 MK1658  ___________________________________________________________________
 MK1658  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 MK1658  DYNAMIC HT  -         540.104 (meters)    1771.99  (feet)  COMP
 MK1658  MODELED GRAV-     980,163.1   (mgal)                       NAVD 88
 MK1658
 MK1658  VERT ORDER  -  SECOND    CLASS 0
 MK1658
 MK1658.The horizontal coordinates were scaled from a topographic map and have
 MK1658.an estimated accuracy of +/- 6 seconds.
 MK1658
 MK1658.The orthometric height was determined by differential leveling
 MK1658.and adjusted by the National Geodetic Survey in June 1991..
 MK1658
 MK1658.The geoid height was determined by GEOID03.
 MK1658
 MK1658.The dynamic height is computed by dividing the NAVD 88
 MK1658.geopotential number by the normal gravity value computed on the
 MK1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1658.degrees latitude (g = 980.6199 gals.).
 MK1658
 MK1658.The modeled gravity was interpolated from observed gravity values.
 MK1658
 MK1658;                    North         East    Units  Estimated Accuracy
 MK1658;SPC NE       -   194,740.      674,460.      MT  (+/- 180 meters Scaled)
 MK1658
 MK1658                          SUPERSEDED SURVEY CONTROL
 MK1658
 MK1658  NGVD 29 (??/??/92)  540.131  (m)         1772.08   (f) ADJ UNCH    2 0
 MK1658
 MK1658.Superseded values are not recommended for survey control.
 MK1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1658.See file dsdata.txt to determine how the superseded data were derived.
 MK1658
 MK1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM910024(NAD 83)
 MK1658_MARKER: DB = BENCH MARK DISK
 MK1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1658_STAMPING: 137
 MK1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1658+STABILITY: SURFACE MOTION
 MK1658
 MK1658  HISTORY     - Date     Condition        Report By
 MK1658  HISTORY     - UNK      MONUMENTED       NEGS
 MK1658  HISTORY     - 1950     GOOD             NGS
 MK1658
 MK1658                          STATION DESCRIPTION
 MK1658
 MK1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1658'2.2 MI W FROM ST EDWARDS.
 MK1658'2.I MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 MK1658'ST. EDWARD, AT A T ROAD JUNCTION, 33 FEET EAST OF THE CENTER
 MK1658'LINE OF A ROAD LEADING SOUTH, 32 FEET SOUTH OF THE CENTER LINE
 MK1658'OF THE HIGHWAY, 4.5 FEET SOUTHEAST OF A TELEPHONE POLE, 1 FOOT
 MK1658'NORTHWEST OF A WITNESS POST, IN THE NORTHWEST CORNER OF A CULTIVATED
 MK1658'FIELD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MK1658'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1659 ***********************************************************************
 MK1659  DESIGNATION -  137 RESET
 MK1659  PID         -  MK1659
 MK1659  STATE/COUNTY-  NE/BOONE
 MK1659  USGS QUAD   -  ST EDWARD SW (1985)
 MK1659
 MK1659                         *CURRENT SURVEY CONTROL
 MK1659  ___________________________________________________________________
 MK1659* NAD 83(1986)-  41 34 06.     (N)    097 54 26.     (W)     SCALED    
 MK1659* NAVD 88     -       539.84   (meters)    1771.1    (feet)  RESET     
 MK1659  ___________________________________________________________________
 MK1659  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 MK1659
 MK1659  VERT ORDER  -  THIRD
 MK1659
 MK1659.The horizontal coordinates were scaled from a topographic map and have
 MK1659.an estimated accuracy of +/- 6 seconds.
 MK1659
 MK1659.The orthometric height was computed from unverified reset data.
 MK1659
 MK1659.The geoid height was determined by GEOID03.
 MK1659
 MK1659;                    North         East    Units  Estimated Accuracy
 MK1659;SPC NE       -   194,740.      674,480.      MT  (+/- 180 meters Scaled)
 MK1659
 MK1659                          SUPERSEDED SURVEY CONTROL
 MK1659
 MK1659  NGVD 29 (??/??/??)  539.62   (m)         1770.4    (f) RESET       3  
 MK1659
 MK1659.Superseded values are not recommended for survey control.
 MK1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1659.See file dsdata.txt to determine how the superseded data were derived.
 MK1659
 MK1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM911024(NAD 83)
 MK1659_MARKER: DB = BENCH MARK DISK
 MK1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1659_STAMPING: 137
 MK1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1659+STABILITY: SURFACE MOTION
 MK1659
 MK1659  HISTORY     - Date     Condition        Report By
 MK1659  HISTORY     - 1964     MONUMENTED       NEGS
 MK1659  HISTORY     - 1964     GOOD             NGS
 MK1659
 MK1659                          STATION DESCRIPTION
 MK1659
 MK1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MK1659'2.2 MI W FROM ST EDWARD.
 MK1659'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 MK1659'AT ST. EDWARD, BOONE COUNTY, AT THE JUNCTION OF A T-ROAD LEADING
 MK1659'SOUTH, 38 FEET EAST OF THE CENTERLINE OF THE ROAD, 98.5 FEET
 MK1659'SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE NORTHWEST CORNER
 MK1659'OF A CULTIVATED FIELD, SET IN THE TOP OF A CONCRETE POST FLUSH
 MK1659'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1723 ***********************************************************************
 MK1723  DESIGNATION -  139
 MK1723  PID         -  MK1723
 MK1723  STATE/COUNTY-  NE/BOONE
 MK1723  USGS QUAD   -  ST EDWARD (1985)
 MK1723
 MK1723                         *CURRENT SURVEY CONTROL
 MK1723  ___________________________________________________________________
 MK1723* NAD 83(1986)-  41 32 25.     (N)    097 50 34.     (W)     SCALED    
 MK1723* NAVD 88     -       501.947  (meters)    1646.80   (feet)  ADJUSTED  
 MK1723  ___________________________________________________________________
 MK1723  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 MK1723  DYNAMIC HT  -         501.725 (meters)    1646.08  (feet)  COMP
 MK1723  MODELED GRAV-     980,164.1   (mgal)                       NAVD 88
 MK1723
 MK1723  VERT ORDER  -  SECOND    CLASS 0
 MK1723
 MK1723.The horizontal coordinates were scaled from a topographic map and have
 MK1723.an estimated accuracy of +/- 6 seconds.
 MK1723
 MK1723.The orthometric height was determined by differential leveling
 MK1723.and adjusted by the National Geodetic Survey in June 1991..
 MK1723
 MK1723.The geoid height was determined by GEOID03.
 MK1723
 MK1723.The dynamic height is computed by dividing the NAVD 88
 MK1723.geopotential number by the normal gravity value computed on the
 MK1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1723.degrees latitude (g = 980.6199 gals.).
 MK1723
 MK1723.The modeled gravity was interpolated from observed gravity values.
 MK1723
 MK1723;                    North         East    Units  Estimated Accuracy
 MK1723;SPC NE       -   191,760.      679,930.      MT  (+/- 180 meters Scaled)
 MK1723
 MK1723                          SUPERSEDED SURVEY CONTROL
 MK1723
 MK1723  NGVD 29 (??/??/92)  501.741  (m)         1646.13   (f) ADJ UNCH    2 0
 MK1723
 MK1723.Superseded values are not recommended for survey control.
 MK1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1723.See file dsdata.txt to determine how the superseded data were derived.
 MK1723
 MK1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL965993(NAD 83)
 MK1723_MARKER: DB = BENCH MARK DISK
 MK1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1723_STAMPING: 139
 MK1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1723+STABILITY: SURFACE MOTION
 MK1723
 MK1723  HISTORY     - Date     Condition        Report By
 MK1723  HISTORY     - UNK      MONUMENTED       NEGS
 MK1723  HISTORY     - 1950     GOOD             NGS
 MK1723
 MK1723                          STATION DESCRIPTION
 MK1723
 MK1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1723'2.6 MI S FROM ST EDWARD.
 MK1723'2.35 MILES SOUTH ALONG OLD STATE HIGHWAY 39 FROM THE UNION
 MK1723'PACIFIC RAILROAD STATION AT ST. EDWARD, THENCE 0.3 MILE EAST
 MK1723'ALONG A DIRT ROAD, AT A RAILROAD CROSSING, 38 FEET NORTH OF THE
 MK1723'CENTER LINE OF THE ROAD, 47 FEET EAST OF CULVERT 20.18, 31 FEET
 MK1723'SOUTHEAST OF THE 7TH POLE NORTH OF MILEPOST 20, 2 FEET NORTHWEST
 MK1723'OF A FENCE CORNER, 1.3 FEET NORTH OF A WITNESS POST, SET IN
 MK1723'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MK1723'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0924 ***********************************************************************
 MJ0924  DESIGNATION -  14
 MJ0924  PID         -  MJ0924
 MJ0924  STATE/COUNTY-  NE/DOUGLAS
 MJ0924  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0924
 MJ0924                         *CURRENT SURVEY CONTROL
 MJ0924  ___________________________________________________________________
 MJ0924* NAD 83(1986)-  41 17 49.     (N)    095 53 58.     (W)     SCALED    
 MJ0924* NAVD 88     -       297.509  (meters)     976.08   (feet)  ADJUSTED  
 MJ0924  ___________________________________________________________________
 MJ0924  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MJ0924  DYNAMIC HT  -         297.384 (meters)     975.67  (feet)  COMP
 MJ0924  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 MJ0924
 MJ0924  VERT ORDER  -  FIRST     CLASS II
 MJ0924
 MJ0924.This mark is at Eppley Airfield Airport (OMA)
 MJ0924
 MJ0924.The horizontal coordinates were scaled from a topographic map and have
 MJ0924.an estimated accuracy of +/- 6 seconds.
 MJ0924
 MJ0924.The orthometric height was determined by differential leveling
 MJ0924.and adjusted by the National Geodetic Survey in June 1991..
 MJ0924
 MJ0924.The geoid height was determined by GEOID03.
 MJ0924
 MJ0924.The dynamic height is computed by dividing the NAVD 88
 MJ0924.geopotential number by the normal gravity value computed on the
 MJ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0924.degrees latitude (g = 980.6199 gals.).
 MJ0924
 MJ0924.The modeled gravity was interpolated from observed gravity values.
 MJ0924
 MJ0924;                    North         East    Units  Estimated Accuracy
 MJ0924;SPC NE       -   170,640.      843,200.      MT  (+/- 180 meters Scaled)
 MJ0924
 MJ0924                          SUPERSEDED SURVEY CONTROL
 MJ0924
 MJ0924  NGVD 29 (??/??/92)  297.382  (m)          975.66   (f) ADJ UNCH    1 2
 MJ0924
 MJ0924.Superseded values are not recommended for survey control.
 MJ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0924.See file dsdata.txt to determine how the superseded data were derived.
 MJ0924
 MJ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF572757(NAD 83)
 MJ0924_MARKER: Z = SEE DESCRIPTION
 MJ0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0924+STABILITY: SURFACE MOTION
 MJ0924
 MJ0924  HISTORY     - Date     Condition        Report By
 MJ0924  HISTORY     - UNK      MONUMENTED       LOCENG
 MJ0924  HISTORY     - 1947     GOOD             NGS
 MJ0924  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0924
 MJ0924                          STATION DESCRIPTION
 MJ0924
 MJ0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0924'AT OMAHA.
 MJ0924'AT OMAHA, AT THE OMAHA MUNICIPAL AIRPORT, IN THE PARK PLOT IN FRONT
 MJ0924'OF THE ADMINISTRATION BUILDING, 154.6 FEET WEST OF THE WEST FACE
 MJ0924'OF THE ADMINISTRATION BUILDING, 71 FEET EAST OF THE EAST EDGE OF
 MJ0924'21TH STREET, 44.7 FEET WEST OF THE SOUTHWEST LEG OF THE BEACON
 MJ0924'TOWER, 44.6 FEET WEST OF BENCH MARK R 253, 34.4 FEET SOUTH OF THE
 MJ0924'SOUTH EDGE OF THE EXIT DRIVEWAY FROM THE ADMINISTRATION BUILDING,
 MJ0924'23.5 FEET NORTH OF THE NORTH EDGE OF THE ENTRANCE DRIVEWAY TO THE
 MJ0924'ADMINISTRATION BUILDING, 4 FEET NORTH OF THE EXTENSION TO THE WEST
 MJ0924'OF THE LINE OF THE SOUTH LEGS OF THE BEACON TOWER, SET IN THE
 MJ0924'TOP OF A CONCRETE POST 0.5 FOOT UNDERGROUND.
 MJ0924
 MJ0924                          STATION RECOVERY (1955)
 MJ0924
 MJ0924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1380 ***********************************************************************
 NM1380  DESIGNATION -  14 HS
 NM1380  PID         -  NM1380
 NM1380  STATE/COUNTY-  NE/KNOX
 NM1380  USGS QUAD   -  SPRINGFIELD (1978)
 NM1380
 NM1380                         *CURRENT SURVEY CONTROL
 NM1380  ___________________________________________________________________
 NM1380* NAD 83(1986)-  42 47 02.     (N)    097 52 34.     (W)     SCALED    
 NM1380* NAVD 88     -       440.352  (meters)    1444.72   (feet)  ADJUSTED  
 NM1380  ___________________________________________________________________
 NM1380  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 NM1380  DYNAMIC HT  -         440.202 (meters)    1444.23  (feet)  COMP
 NM1380  MODELED GRAV-     980,267.8   (mgal)                       NAVD 88
 NM1380
 NM1380  VERT ORDER  -  SECOND    CLASS 0
 NM1380
 NM1380.The horizontal coordinates were scaled from a topographic map and have
 NM1380.an estimated accuracy of +/- 6 seconds.
 NM1380
 NM1380.The orthometric height was determined by differential leveling
 NM1380.and adjusted by the National Geodetic Survey in June 1991..
 NM1380
 NM1380.The geoid height was determined by GEOID03.
 NM1380
 NM1380.The dynamic height is computed by dividing the NAVD 88
 NM1380.geopotential number by the normal gravity value computed on the
 NM1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1380.degrees latitude (g = 980.6199 gals.).
 NM1380
 NM1380.The modeled gravity was interpolated from observed gravity values.
 NM1380
 NM1380;                    North         East    Units  Estimated Accuracy
 NM1380;SPC NE       -   329,750.      673,760.      MT  (+/- 180 meters Scaled)
 NM1380
 NM1380                          SUPERSEDED SURVEY CONTROL
 NM1380
 NM1380  NGVD 29 (??/??/92)  440.128  (m)         1443.99   (f) ADJ UNCH    2 0
 NM1380
 NM1380.Superseded values are not recommended for survey control.
 NM1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1380.See file dsdata.txt to determine how the superseded data were derived.
 NM1380
 NM1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN919374(NAD 83)
 NM1380_MARKER: DD = SURVEY DISK
 NM1380_SETTING: 0 = UNSPECIFIED SETTING
 NM1380_STAMPING: 14 HS 1946
 NM1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1380
 NM1380  HISTORY     - Date     Condition        Report By
 NM1380  HISTORY     - 1946     MONUMENTED       CGS
 NM1380  HISTORY     - 1970     GOOD             NGS
 NM1380
 NM1380                          STATION DESCRIPTION
 NM1380
 NM1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NM1380'4.8 MI SW FROM SANTEE.
 NM1380'ABOUT 4.85 MILES SOUTHWEST ALONG A NEW SURFACED ROAD FROM THE
 NM1380'COMMUNITY HALL AT SANTEE, 0.1 MILE SOUTH OF A FARM RESIDENCE
 NM1380'AND A CURVE IN OLD ROAD, 95 FEET WEST OF THE CENTER OF THE
 NM1380'NEW ROAD, 35 FEET WEST OF THE CENTER OF THE OLD GRAVELED ROAD,
 NM1380'1 FOOT EAST OF A FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS
 NM1380'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1726 ***********************************************************************
 MK1726  DESIGNATION -  140
 MK1726  PID         -  MK1726
 MK1726  STATE/COUNTY-  NE/NANCE
 MK1726  USGS QUAD   -  ST EDWARD (1985)
 MK1726
 MK1726                         *CURRENT SURVEY CONTROL
 MK1726  ___________________________________________________________________
 MK1726* NAD 83(1986)-  41 30 46.     (N)    097 48 39.     (W)     SCALED    
 MK1726* NAVD 88     -       494.510  (meters)    1622.40   (feet)  ADJUSTED  
 MK1726  ___________________________________________________________________
 MK1726  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 MK1726  DYNAMIC HT  -         494.285 (meters)    1621.67  (feet)  COMP
 MK1726  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 MK1726
 MK1726  VERT ORDER  -  SECOND    CLASS 0
 MK1726
 MK1726.The horizontal coordinates were scaled from a topographic map and have
 MK1726.an estimated accuracy of +/- 6 seconds.
 MK1726
 MK1726.The orthometric height was determined by differential leveling
 MK1726.and adjusted by the National Geodetic Survey in June 1991..
 MK1726
 MK1726.The geoid height was determined by GEOID03.
 MK1726
 MK1726.The dynamic height is computed by dividing the NAVD 88
 MK1726.geopotential number by the normal gravity value computed on the
 MK1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1726.degrees latitude (g = 980.6199 gals.).
 MK1726
 MK1726.The modeled gravity was interpolated from observed gravity values.
 MK1726
 MK1726;                    North         East    Units  Estimated Accuracy
 MK1726;SPC NE       -   188,770.      682,670.      MT  (+/- 180 meters Scaled)
 MK1726
 MK1726                          SUPERSEDED SURVEY CONTROL
 MK1726
 MK1726  NGVD 29 (??/??/92)  494.301  (m)         1621.72   (f) ADJ UNCH    2 0
 MK1726
 MK1726.Superseded values are not recommended for survey control.
 MK1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1726.See file dsdata.txt to determine how the superseded data were derived.
 MK1726
 MK1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL992963(NAD 83)
 MK1726_MARKER: DB = BENCH MARK DISK
 MK1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1726_STAMPING: 140
 MK1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1726+STABILITY: SURFACE MOTION
 MK1726
 MK1726  HISTORY     - Date     Condition        Report By
 MK1726  HISTORY     - UNK      MONUMENTED       NEGS
 MK1726  HISTORY     - 1950     GOOD             NGS
 MK1726
 MK1726                          STATION DESCRIPTION
 MK1726
 MK1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1726'5.2 MI SE FROM ST EDWARD.
 MK1726'5.25 MILES SOUTHEAST ALONG OLD STATE HIGHWAY 39 FROM THE UNION
 MK1726'PACIFIC RAILROAD STATION AT ST. EDWARD, AT A RAILROAD CROSSING,
 MK1726'429 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 210 FEET
 MK1726'SOUTHWEST OF A SCHOOL BUILDING, 41 FEET WEST OF THE CENTER
 MK1726'LINE OF A ROAD, 37 FET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MK1726'RAILROAD, 73 FEET NORTHWEST OF A POWER POLE, 0.8 FOOT NORTH OF A
 MK1726'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1726'0.2 FOOT ABOVE THE GROUND.  THIS MARK IS 1.25 MILES NORTHWEST
 MK1726'OF BENCH MARK H 309.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0482 ***********************************************************************
 NM0482  DESIGNATION -  140/1 BOLT
 NM0482  PID         -  NM0482
 NM0482  STATE/COUNTY-  NE/DAKOTA
 NM0482  USGS QUAD   -  HOMER (1976)
 NM0482
 NM0482                         *CURRENT SURVEY CONTROL
 NM0482  ___________________________________________________________________
 NM0482* NAD 83(1986)-  42 17 17.     (N)    096 23 58.     (W)     SCALED    
 NM0482* NAVD 88     -       328.952  (meters)    1079.24   (feet)  ADJUSTED  
 NM0482  ___________________________________________________________________
 NM0482  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 NM0482  DYNAMIC HT  -         328.845 (meters)    1078.89  (feet)  COMP
 NM0482  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 NM0482
 NM0482  VERT ORDER  -  SECOND    CLASS 0
 NM0482
 NM0482.The horizontal coordinates were scaled from a topographic map and have
 NM0482.an estimated accuracy of +/- 6 seconds.
 NM0482
 NM0482.The orthometric height was determined by differential leveling
 NM0482.and adjusted by the National Geodetic Survey in June 1991..
 NM0482
 NM0482.The geoid height was determined by GEOID03.
 NM0482
 NM0482.The dynamic height is computed by dividing the NAVD 88
 NM0482.geopotential number by the normal gravity value computed on the
 NM0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0482.degrees latitude (g = 980.6199 gals.).
 NM0482
 NM0482.The modeled gravity was interpolated from observed gravity values.
 NM0482
 NM0482;                    North         East    Units  Estimated Accuracy
 NM0482;SPC NE       -   278,730.      796,800.      MT  (+/- 180 meters Scaled)
 NM0482
 NM0482                          SUPERSEDED SURVEY CONTROL
 NM0482
 NM0482  NGVD 29 (??/??/92)  328.796  (m)         1078.72   (f) ADJ UNCH    2 0
 NM0482
 NM0482.Superseded values are not recommended for survey control.
 NM0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0482.See file dsdata.txt to determine how the superseded data were derived.
 NM0482
 NM0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM144850(NAD 83)
 NM0482_MARKER: B = BOLT
 NM0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0482_SP_SET: STONE
 NM0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0482
 NM0482  HISTORY     - Date     Condition        Report By
 NM0482  HISTORY     - UNK      MONUMENTED       MORC
 NM0482  HISTORY     - 1949     GOOD             NGS
 NM0482
 NM0482                          STATION DESCRIPTION
 NM0482
 NM0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0482'5.6 MI SE FROM HOMER.
 NM0482'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0482'THENCE 2.5 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.7 MILES
 NM0482'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE SOUTH ALONG
 NM0482'A PRIVATE ROAD LEADING TO THE FARM HOME OF MRS. W.W. STEUDIVILLE
 NM0482'AND OCCUPIED BY TOM VANCLEAVE, ON THE NORTH SIDE OF AND AT THE
 NM0482'BASE OF A 24-INCH WALNUT TREE, 106.0 FEET NORTHEAST OF THE
 NM0482'NORTHEAST CORNER OF THE HOUSE, 19.0 FEET NORTH OF THE NORTHEAST
 NM0482'CORNER OF A SMALL POULTRY HOUSE, 9 FEET SOUTH OF THE CENTER LINE
 NM0482'OF THE PRIVATE ROAD, THE TOP OF A COPPER BOLT LEADED IN A STONE
 NM0482'18-INCHES SQUARE AND SET 4.0 FEET UNDERGROUND, ACCESS TO WHICH
 NM0482'IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 NM0482'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0481 ***********************************************************************
 NM0481  DESIGNATION -  140/1 CAP
 NM0481  PID         -  NM0481
 NM0481  STATE/COUNTY-  NE/DAKOTA
 NM0481  USGS QUAD   -  HOMER (1976)
 NM0481
 NM0481                         *CURRENT SURVEY CONTROL
 NM0481  ___________________________________________________________________
 NM0481* NAD 83(1986)-  42 17 17.     (N)    096 23 58.     (W)     SCALED    
 NM0481* NAVD 88     -       330.195  (meters)    1083.31   (feet)  ADJUSTED  
 NM0481  ___________________________________________________________________
 NM0481  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 NM0481  DYNAMIC HT  -         330.086 (meters)    1082.96  (feet)  COMP
 NM0481  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 NM0481
 NM0481  VERT ORDER  -  SECOND    CLASS 0
 NM0481
 NM0481.The horizontal coordinates were scaled from a topographic map and have
 NM0481.an estimated accuracy of +/- 6 seconds.
 NM0481
 NM0481.The orthometric height was determined by differential leveling
 NM0481.and adjusted by the National Geodetic Survey in June 1991..
 NM0481
 NM0481.The geoid height was determined by GEOID03.
 NM0481
 NM0481.The dynamic height is computed by dividing the NAVD 88
 NM0481.geopotential number by the normal gravity value computed on the
 NM0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0481.degrees latitude (g = 980.6199 gals.).
 NM0481
 NM0481.The modeled gravity was interpolated from observed gravity values.
 NM0481
 NM0481;                    North         East    Units  Estimated Accuracy
 NM0481;SPC NE       -   278,730.      796,800.      MT  (+/- 180 meters Scaled)
 NM0481
 NM0481                          SUPERSEDED SURVEY CONTROL
 NM0481
 NM0481  NGVD 29 (??/??/92)  330.036  (m)         1082.79   (f) ADJ UNCH    2 0
 NM0481
 NM0481.Superseded values are not recommended for survey control.
 NM0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0481.See file dsdata.txt to determine how the superseded data were derived.
 NM0481
 NM0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM144850(NAD 83)
 NM0481_MARKER: P = PIPE CAP
 NM0481_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0481_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0481
 NM0481  HISTORY     - Date     Condition        Report By
 NM0481  HISTORY     - UNK      MONUMENTED       MORC
 NM0481  HISTORY     - 1949     GOOD             NGS
 NM0481
 NM0481                          STATION DESCRIPTION
 NM0481
 NM0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0481'5.6 MI SE FROM HOMER.
 NM0481'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0481'THENCE 2.5 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.7 MILES
 NM0481'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE SOUTH ALONG
 NM0481'A PRIVATE ROAD LEADING TO THE FARM HOME OF MRS. W.W. STEUDIVILLE
 NM0481'AND OCCUPIED BY TOM VAN CLEAVE, ON THE NORTH SIDE OF AND AT THE
 NM0481'BASE OF A 24-INCH WALNUT TREE, 106.0 FEET NORTHEAST OF THE
 NM0481'NORTHEAST CORNER OF THE HOUSE, 19.0 FEET NORTH OF THE NORTHEAST
 NM0481'CORNER OF A SMALL POULTRY HOUSE, 9 FEET SOUTH OF THE CENTER LINE
 NM0481'OF THE PRIVATE ROAD, THE TOP OF A MISSOURI RIVER COMMISSION
 NM0481'STANDARD CAP WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0474 ***********************************************************************
 NM0474  DESIGNATION -  141/1 BOLT
 NM0474  PID         -  NM0474
 NM0474  STATE/COUNTY-  NE/DAKOTA
 NM0474  USGS QUAD   -  HOMER (1976)
 NM0474
 NM0474                         *CURRENT SURVEY CONTROL
 NM0474  ___________________________________________________________________
 NM0474* NAD 83(1986)-  42 21 00.     (N)    096 26 53.     (W)     SCALED    
 NM0474* NAVD 88     -       332.534  (meters)    1090.99   (feet)  ADJUSTED  
 NM0474  ___________________________________________________________________
 NM0474  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 NM0474  DYNAMIC HT  -         332.427 (meters)    1090.64  (feet)  COMP
 NM0474  MODELED GRAV-     980,288.5   (mgal)                       NAVD 88
 NM0474
 NM0474  VERT ORDER  -  SECOND    CLASS 0
 NM0474
 NM0474.The horizontal coordinates were scaled from a topographic map and have
 NM0474.an estimated accuracy of +/- 6 seconds.
 NM0474
 NM0474.The orthometric height was determined by differential leveling
 NM0474.and adjusted by the National Geodetic Survey in June 1991..
 NM0474
 NM0474.The geoid height was determined by GEOID03.
 NM0474
 NM0474.The dynamic height is computed by dividing the NAVD 88
 NM0474.geopotential number by the normal gravity value computed on the
 NM0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0474.degrees latitude (g = 980.6199 gals.).
 NM0474
 NM0474.The modeled gravity was interpolated from observed gravity values.
 NM0474
 NM0474;                    North         East    Units  Estimated Accuracy
 NM0474;SPC NE       -   285,430.      792,510.      MT  (+/- 180 meters Scaled)
 NM0474
 NM0474                          SUPERSEDED SURVEY CONTROL
 NM0474
 NM0474  NGVD 29 (??/??/92)  332.378  (m)         1090.48   (f) ADJ UNCH    2 0
 NM0474
 NM0474.Superseded values are not recommended for survey control.
 NM0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0474.See file dsdata.txt to determine how the superseded data were derived.
 NM0474
 NM0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM101917(NAD 83)
 NM0474_MARKER: B = BOLT
 NM0474_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0474_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0474
 NM0474  HISTORY     - Date     Condition        Report By
 NM0474  HISTORY     - UNK      MONUMENTED       MORC
 NM0474  HISTORY     - 1949     GOOD             NGS
 NM0474
 NM0474                          STATION DESCRIPTION
 NM0474
 NM0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0474'5.7 MI SW FROM DAKOTA CITY.
 NM0474'4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 77 AND 73 FROM THE
 NM0474'COURTHOUSE AT DAKOTA CITY, THENCE 0.5 MILE EAST ALONG A GRADED
 NM0474'DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, AT THE
 NM0474'FARM HOME OF LAWERENCE NIXON AND OCCUPIED BY ARTHER LUSEBRINK,
 NM0474'54.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 39
 NM0474'FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF THE
 NM0474'CENTER LINE OF A PRIVATE DRIVEWAY, 27.0 FEET EAST OF A 24-INCH
 NM0474'BOXELDER TREE, 13.0 FEET SOUTH OF A 30-INCH BOXELDER TREE, THE
 NM0474'TOP OF A COPPER BOLT LEADED IN A STONE 18-INCHES SQUARE AND SET
 NM0474'4.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 NM0474'PIPE BEARING A MISSOURI RIVER COMMISSION STANDARD CAP.  NOTE-- B.M.
 NM0474'141/1 (MORC) IS ALSO 0.45 MILE NORTH OF BLUE 1948 AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0473 ***********************************************************************
 NM0473  DESIGNATION -  141/1 CAP
 NM0473  PID         -  NM0473
 NM0473  STATE/COUNTY-  NE/DAKOTA
 NM0473  USGS QUAD   -  HOMER (1976)
 NM0473
 NM0473                         *CURRENT SURVEY CONTROL
 NM0473  ___________________________________________________________________
 NM0473* NAD 83(1986)-  42 21 00.     (N)    096 26 53.     (W)     SCALED    
 NM0473* NAVD 88     -       333.773  (meters)    1095.05   (feet)  ADJUSTED  
 NM0473  ___________________________________________________________________
 NM0473  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 NM0473  DYNAMIC HT  -         333.665 (meters)    1094.70  (feet)  COMP
 NM0473  MODELED GRAV-     980,288.5   (mgal)                       NAVD 88
 NM0473
 NM0473  VERT ORDER  -  SECOND    CLASS 0
 NM0473
 NM0473.The horizontal coordinates were scaled from a topographic map and have
 NM0473.an estimated accuracy of +/- 6 seconds.
 NM0473
 NM0473.The orthometric height was determined by differential leveling
 NM0473.and adjusted by the National Geodetic Survey in June 1991..
 NM0473
 NM0473.The geoid height was determined by GEOID03.
 NM0473
 NM0473.The dynamic height is computed by dividing the NAVD 88
 NM0473.geopotential number by the normal gravity value computed on the
 NM0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0473.degrees latitude (g = 980.6199 gals.).
 NM0473
 NM0473.The modeled gravity was interpolated from observed gravity values.
 NM0473
 NM0473;                    North         East    Units  Estimated Accuracy
 NM0473;SPC NE       -   285,430.      792,510.      MT  (+/- 180 meters Scaled)
 NM0473
 NM0473                          SUPERSEDED SURVEY CONTROL
 NM0473
 NM0473  NGVD 29 (??/??/92)  333.616  (m)         1094.54   (f) ADJ UNCH    2 0
 NM0473
 NM0473.Superseded values are not recommended for survey control.
 NM0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0473.See file dsdata.txt to determine how the superseded data were derived.
 NM0473
 NM0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM101917(NAD 83)
 NM0473_MARKER: P = PIPE CAP
 NM0473_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0473_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0473
 NM0473  HISTORY     - Date     Condition        Report By
 NM0473  HISTORY     - UNK      MONUMENTED       MORC
 NM0473  HISTORY     - 1949     GOOD             NGS
 NM0473
 NM0473                          STATION DESCRIPTION
 NM0473
 NM0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0473'5.7 MI SW FROM DAKOTA CITY.
 NM0473'4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 77 AND 73 FROM THE
 NM0473'COURTHOUSE AT DAKATO CITY, THENCE 0.5 MILE EAST ALONG A GRADED
 NM0473'DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, AT
 NM0473'THE FARM HOME OF LAWERENCE NIXON AND OCCUPIED BY ARTHER LUSEBRINK,
 NM0473'54.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 39
 NM0473'FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF THE
 NM0473'CENTER LINE OF A PRIVATE DRIVEWAY, 27.0 FEET EAST OF A 24-INCH
 NM0473'BOXELDER TREE, 13.0 FEET SOUTH OF A 30-INCH BOXELDER TREE, THE
 NM0473'TOP OF A MISSOURI RIVER COMMISSION STANDARD CAP WHICH PROJECTS
 NM0473'1.0 FOOT ABOVE THE GROUND.  NOTE-- B.M. 141/1 (MORC) IS ALSO
 NM0473'0.45 MILE NORTH OF BLUE 1948 AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0422 ***********************************************************************
 LG0422  DESIGNATION -  1476.6
 LG0422  PID         -  LG0422
 LG0422  STATE/COUNTY-  NE/SALINE
 LG0422  USGS QUAD   -  DORCHESTER (1964)
 LG0422
 LG0422                         *CURRENT SURVEY CONTROL
 LG0422  ___________________________________________________________________
 LG0422* NAD 83(1986)-  40 38 24.     (N)    097 07 22.     (W)     SCALED    
 LG0422* NAVD 88     -       450.269  (meters)    1477.26   (feet)  ADJUSTED  
 LG0422  ___________________________________________________________________
 LG0422  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 LG0422  DYNAMIC HT  -         450.019 (meters)    1476.44  (feet)  COMP
 LG0422  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 LG0422
 LG0422  VERT ORDER  -  FIRST     CLASS II
 LG0422
 LG0422.The horizontal coordinates were scaled from a topographic map and have
 LG0422.an estimated accuracy of +/- 6 seconds.
 LG0422
 LG0422.The orthometric height was determined by differential leveling
 LG0422.and adjusted by the National Geodetic Survey in June 1991..
 LG0422
 LG0422.The geoid height was determined by GEOID03.
 LG0422
 LG0422.The dynamic height is computed by dividing the NAVD 88
 LG0422.geopotential number by the normal gravity value computed on the
 LG0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0422.degrees latitude (g = 980.6199 gals.).
 LG0422
 LG0422.The modeled gravity was interpolated from observed gravity values.
 LG0422
 LG0422;                    North         East    Units  Estimated Accuracy
 LG0422;SPC NE       -    93,610.      743,290.      MT  (+/- 180 meters Scaled)
 LG0422
 LG0422                          SUPERSEDED SURVEY CONTROL
 LG0422
 LG0422  NGVD 29 (??/??/92)  450.107  (m)         1476.73   (f) ADJ UNCH    1 2
 LG0422
 LG0422.Superseded values are not recommended for survey control.
 LG0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0422.See file dsdata.txt to determine how the superseded data were derived.
 LG0422
 LG0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL587004(NAD 83)
 LG0422_MARKER: Q = CHISELED SQUARE
 LG0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0422_SP_SET: CULVERT
 LG0422_STAMPING: US BM 1476.6
 LG0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0422
 LG0422  HISTORY     - Date     Condition        Report By
 LG0422  HISTORY     - UNK      MONUMENTED       USGS
 LG0422  HISTORY     - 1940     GOOD             NGS
 LG0422  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0422
 LG0422                          STATION DESCRIPTION
 LG0422
 LG0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0422'0.5 MI W FROM DORCHESTER.
 LG0422'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0422'FROM THE STATION AT DORCHESTER, SALINE COUNTY, THENCE 0.5 MILE
 LG0422'SOUTH ALONG STATE HIGHWAY 15, 128 FEET SOUTH OF THE INTERSECTION
 LG0422'OF AN EAST-AND-WEST DIRT ROAD, AT A CONCRETE CULVERT UNDER THE
 LG0422'HIGHWAY, ON THE TOP OF THE EAST HEADWALL MARKED US BM 1476.6,
 LG0422'AND 12 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A CHISELED
 LG0422'SQUARE.
 LG0422
 LG0422                          STATION RECOVERY (1991)
 LG0422
 LG0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0422'THE PORTION OF THE HEADWALL THE DISK WAS IN HAS BEEN BROKEN OFF.
 LG0422'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4119 ***********************************************************************
 AB4119  CBN         -  This is a Cooperative Base Network Control Station.
 AB4119  DESIGNATION -  15 JLK
 AB4119  PID         -  AB4119
 AB4119  STATE/COUNTY-  NE/HAYES
 AB4119  USGS QUAD   -  HAMLET (1974)
 AB4119
 AB4119                         *CURRENT SURVEY CONTROL
 AB4119  ___________________________________________________________________
 AB4119* NAD 83(1995)-  40 24 28.56685(N)    101 13 47.33281(W)     ADJUSTED  
 AB4119* NAVD 88     -       937.5    (meters)    3076.     (feet)  GPS OBS   
 AB4119  ___________________________________________________________________
 AB4119  X           -    -947,270.671 (meters)                     COMP
 AB4119  Y           -  -4,771,035.123 (meters)                     COMP
 AB4119  Z           -   4,113,173.637 (meters)                     COMP
 AB4119  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 AB4119  ELLIP HEIGHT-         914.57  (meters)          (09/24/01) GPS OBS
 AB4119  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AB4119
 AB4119  HORZ ORDER  -  B
 AB4119  ELLP ORDER  -  FOURTH    CLASS I
 AB4119
 AB4119.The horizontal coordinates were established by GPS observations
 AB4119.and adjusted by the National Geodetic Survey in June 1996..
 AB4119
 AB4119.The orthometric height was determined by GPS observations and a
 AB4119.high-resolution geoid model.
 AB4119
 AB4119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4119
 AB4119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4119
 AB4119.The ellipsoidal height was determined by GPS observations
 AB4119.and is referenced to NAD 83.
 AB4119
 AB4119.The geoid height was determined by GEOID03.
 AB4119
 AB4119;                    North         East     Units Scale Factor Converg.
 AB4119;SPC NE       -    64,541.281   395,629.161   MT  0.99984044   -0 48 54.0
 AB4119;UTM  14      - 4,475,422.888   310,793.438   MT  1.00004069   -1 26 45.1
 AB4119
 AB4119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4119!SPC NE       -   0.99985655  x   0.99984044  =   0.99969701
 AB4119!UTM  14      -   0.99985655  x   1.00004069  =   0.99989724
 AB4119
 AB4119                          SUPERSEDED SURVEY CONTROL
 AB4119
 AB4119  ELLIP H (06/25/96)  914.62   (m)                       GP(       ) 1 1
 AB4119
 AB4119.Superseded values are not recommended for survey control.
 AB4119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4119.See file dsdata.txt to determine how the superseded data were derived.
 AB4119
 AB4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK1079375423(NAD 83)
 AB4119_MARKER: DB = BENCH MARK DISK
 AB4119_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB4119_STAMPING: 15 JLK 1973 3074
 AB4119_MARK LOGO: USGS  
 AB4119_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4119+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1995
 AB4119
 AB4119  HISTORY     - Date     Condition        Report By
 AB4119  HISTORY     - 1973     MONUMENTED       USGS
 AB4119  HISTORY     - 19950719 GOOD             NGS
 AB4119
 AB4119                          STATION DESCRIPTION
 AB4119
 AB4119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4119'THE MARK IS LOCATED ABOUT 13 MI (20.9 KM) SOUTHWEST OF HAYES CENTER,
 AB4119'1.5 MI (2.4 KM) NORTH OF HAMLET, ON THE OUTSIDE OF A CURVE IN A
 AB4119'GRAVELED COUNTY ROAD, ON ROAD RIGHT-OF-WAY, NEAR THE NORTHWEST CORNER
 AB4119'OF SEC18, T5N, R34W.  TO REACH THE MARK FROM THE POST OFFICE IN
 AB4119'HAMLET, GO NORTH FOR 0.1 MI (0.2 KM) TO A T-ROAD.  TURN RIGHT AND GO
 AB4119'EAST ON A PAVED ROAD FOR 0.25 MI (0.40 KM) TO A T-ROAD.  TURN LEFT AND
 AB4119'GO NORTH ON A GRAVELED COUNTY ROAD FOR 1.45 MI (2.33 KM) TO A CURVE TO
 AB4119'THE RIGHT, AND NORTHEAST, AND THE MARK ON THE LEFT, NEAR THE NORTHEAST
 AB4119'END OF THE CURVE.  THE DISK IS CRIMPED TO THE TOP OF A COPPER CLAD
 AB4119'STEEL ROD SET WITHIN A 5-INCH PVC PIPE THAT IS RECESSED 0.2 FT (6.1
 AB4119'CM) BELOW THE GROUND SURFACE.  IT IS 87.5 FT (26.7 M) NORTHWEST OF THE
 AB4119'CENTERLINE OF THE ROAD, 68.0 FT (20.7 M) SOUTH-SOUTHEAST OF A LONE ELM
 AB4119'TREE, 39.5 FT (12.0 M) EAST OF THE EXTENDED CENTERLINE OF THE ROAD
 AB4119'LEADING SOUTH, 4.5 FT (1.4 M) NORTHEAST OF A FENCE CORNER POST, 2.4 FT
 AB4119'(0.7 M) NORTHEAST OF A FIBERGLASS WITNESS POST, 1.0 FT (0.3 M)
 AB4119'SOUTHWEST OF A METAL WITNESS POST, 1.0 FT (0.3 M) SOUTHEAST OF A WIRE
 AB4119'FENCE AND IS ABOUT 4 FT (1.2 M) HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0206 ***********************************************************************
 LH0206  DESIGNATION -  1596.3
 LH0206  PID         -  LH0206
 LH0206  STATE/COUNTY-  NE/NUCKOLLS
 LH0206  USGS QUAD   -  SUPERIOR (1983)
 LH0206
 LH0206                         *CURRENT SURVEY CONTROL
 LH0206  ___________________________________________________________________
 LH0206* NAD 83(1986)-  40 01 52.     (N)    098 07 13.     (W)     SCALED    
 LH0206* NAVD 88     -       486.675  (meters)    1596.70   (feet)  ADJUSTED  
 LH0206  ___________________________________________________________________
 LH0206  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 LH0206  DYNAMIC HT  -         486.390 (meters)    1595.76  (feet)  COMP
 LH0206  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 LH0206
 LH0206  VERT ORDER  -  FIRST     CLASS II
 LH0206
 LH0206.The horizontal coordinates were scaled from a topographic map and have
 LH0206.an estimated accuracy of +/- 6 seconds.
 LH0206
 LH0206.The orthometric height was determined by differential leveling
 LH0206.and adjusted by the National Geodetic Survey in June 1991..
 LH0206
 LH0206.The geoid height was determined by GEOID03.
 LH0206
 LH0206.The dynamic height is computed by dividing the NAVD 88
 LH0206.geopotential number by the normal gravity value computed on the
 LH0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0206.degrees latitude (g = 980.6199 gals.).
 LH0206
 LH0206.The modeled gravity was interpolated from observed gravity values.
 LH0206
 LH0206;                    North         East    Units  Estimated Accuracy
 LH0206;SPC NE       -    23,710.      660,430.      MT  (+/- 180 meters Scaled)
 LH0206
 LH0206                          SUPERSEDED SURVEY CONTROL
 LH0206
 LH0206  NGVD 29 (??/??/92)  486.495  (m)         1596.11   (f) ADJ UNCH    1 2
 LH0206
 LH0206.Superseded values are not recommended for survey control.
 LH0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0206.See file dsdata.txt to determine how the superseded data were derived.
 LH0206
 LH0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK750315(NAD 83)
 LH0206_MARKER: Q = CHISELED SQUARE
 LH0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0206_SP_SET: CULVERT
 LH0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0206
 LH0206  HISTORY     - Date     Condition        Report By
 LH0206  HISTORY     - UNK      MONUMENTED       USGS
 LH0206  HISTORY     - 1947     GOOD             NGS
 LH0206
 LH0206                          STATION DESCRIPTION
 LH0206
 LH0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0206'3.7 MI E FROM BOSTWICK.
 LH0206'3.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0206'FROM THE STATION AT BOSTWICK, AT THE EAST END OF THE NORTH HEAD
 LH0206'WALL OF CONCRETE CULVERT NO. 173.28, 73.0 FEET WEST OF THE CENTER
 LH0206'OF A ROAD CROSSING, 5.8 FEET NORTH OF THE NORTH RAIL OF THE
 LH0206'TRACK, THE HIGHEST POINT OF THE SURFACE INSIDE OF A 2-INCH
 LH0206'OUTLINED CHISELED SQUARE CUT ON TOP OF AND 1.1 FOOT WEST OF THE
 LH0206'EAST END OF AND 1.1 FOOT SOUTH OF THE NORTH SIDE OF THE EAST
 LH0206'END OF THE NORTH HEAD WALL OF A 4 X 12-FOOT DOUBLE PASSAGE
 LH0206'CONCRETE CULVERT UNDER THE TRACK, ABOUT THE SAME ELEVATION AS
 LH0206'THE BASE OF THE RAILS.  ALSO 2.85 MILES NORTHWEST ALONG THE
 LH0206'CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT
 LH0206'SUPERIOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0211 ***********************************************************************
 LH0211  DESIGNATION -  1602.9
 LH0211  PID         -  LH0211
 LH0211  STATE/COUNTY-  NE/NUCKOLLS
 LH0211  USGS QUAD   -  BOSTWICK (1974)
 LH0211
 LH0211                         *CURRENT SURVEY CONTROL
 LH0211  ___________________________________________________________________
 LH0211* NAD 83(1986)-  40 02 35.     (N)    098 10 39.     (W)     SCALED    
 LH0211* NAVD 88     -       488.718  (meters)    1603.40   (feet)  ADJUSTED  
 LH0211  ___________________________________________________________________
 LH0211  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 LH0211  DYNAMIC HT  -         488.431 (meters)    1602.46  (feet)  COMP
 LH0211  MODELED GRAV-     980,024.4   (mgal)                       NAVD 88
 LH0211
 LH0211  VERT ORDER  -  FIRST     CLASS II
 LH0211
 LH0211.The horizontal coordinates were scaled from a topographic map and have
 LH0211.an estimated accuracy of +/- 6 seconds.
 LH0211
 LH0211.The orthometric height was determined by differential leveling
 LH0211.and adjusted by the National Geodetic Survey in June 1991..
 LH0211
 LH0211.The geoid height was determined by GEOID03.
 LH0211
 LH0211.The dynamic height is computed by dividing the NAVD 88
 LH0211.geopotential number by the normal gravity value computed on the
 LH0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0211.degrees latitude (g = 980.6199 gals.).
 LH0211
 LH0211.The modeled gravity was interpolated from observed gravity values.
 LH0211
 LH0211;                    North         East    Units  Estimated Accuracy
 LH0211;SPC NE       -    24,930.      655,520.      MT  (+/- 180 meters Scaled)
 LH0211
 LH0211                          SUPERSEDED SURVEY CONTROL
 LH0211
 LH0211  NGVD 29 (??/??/92)  488.534  (m)         1602.80   (f) ADJ UNCH    1 2
 LH0211
 LH0211.Superseded values are not recommended for survey control.
 LH0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0211.See file dsdata.txt to determine how the superseded data were derived.
 LH0211
 LH0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK701328(NAD 83)
 LH0211_MARKER: Q = CHISELED SQUARE
 LH0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0211_SP_SET: BRIDGE ABUTMENT
 LH0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0211
 LH0211  HISTORY     - Date     Condition        Report By
 LH0211  HISTORY     - UNK      MONUMENTED       USGS
 LH0211  HISTORY     - 1947     GOOD             NGS
 LH0211
 LH0211                          STATION DESCRIPTION
 LH0211
 LH0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0211'0.5 MI E FROM BOSTWICK.
 LH0211'0.5 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0211'FROM THE STATION AT BOSWICK, AT THE EAST END OF CONCRETE BRIDGE
 LH0211'NO. 176.51, 5.4 FEET NORTH OF THE NORTH RAIL OF THE TRACK, THE
 LH0211'HIGHEST POINT OF THE SURFACE INSIDE OF A 2 INCH OUTLINED CHISELED
 LH0211'SQUARE CUT ON TOP OF AND 0.9 FOOT EAST OF THE WEST SIDE OF AND
 LH0211'0.3 FOOT WEST OF THE EAST SIDE OF THE NORTH END OF THE EAST
 LH0211'CONCRETE ABUTMENT OF THE BRIDGE, 1.1 FOOT SOUTH OF THE SOUTHEAST
 LH0211'CORNER OF A CONCRETE SIGN WHICH IS MARKED 176.51, 1.0 FOOT
 LH0211'BELOW THE BASE OF THE RAILS, 0.6 FOOT NORTH OF THE NORTH SIDE
 LH0211'OF A LONG CONCRETE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0222 ***********************************************************************
 LH0222  DESIGNATION -  1611.1
 LH0222  PID         -  LH0222
 LH0222  STATE/COUNTY-  NE/NUCKOLLS
 LH0222  USGS QUAD   -  GUIDE ROCK (1974)
 LH0222
 LH0222                         *CURRENT SURVEY CONTROL
 LH0222  ___________________________________________________________________
 LH0222* NAD 83(1986)-  40 03 48.     (N)    098 15 18.     (W)     SCALED    
 LH0222* NAVD 88     -       491.207  (meters)    1611.57   (feet)  ADJUSTED  
 LH0222  ___________________________________________________________________
 LH0222  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 LH0222  DYNAMIC HT  -         490.916 (meters)    1610.61  (feet)  COMP
 LH0222  MODELED GRAV-     980,018.0   (mgal)                       NAVD 88
 LH0222
 LH0222  VERT ORDER  -  FIRST     CLASS II
 LH0222
 LH0222.The horizontal coordinates were scaled from a topographic map and have
 LH0222.an estimated accuracy of +/- 6 seconds.
 LH0222
 LH0222.The orthometric height was determined by differential leveling
 LH0222.and adjusted by the National Geodetic Survey in June 1991..
 LH0222
 LH0222.The geoid height was determined by GEOID03.
 LH0222
 LH0222.The dynamic height is computed by dividing the NAVD 88
 LH0222.geopotential number by the normal gravity value computed on the
 LH0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0222.degrees latitude (g = 980.6199 gals.).
 LH0222
 LH0222.The modeled gravity was interpolated from observed gravity values.
 LH0222
 LH0222;                    North         East    Units  Estimated Accuracy
 LH0222;SPC NE       -    27,040.      648,860.      MT  (+/- 180 meters Scaled)
 LH0222
 LH0222                          SUPERSEDED SURVEY CONTROL
 LH0222
 LH0222  NGVD 29 (??/??/92)  491.013  (m)         1610.93   (f) ADJ UNCH    1 2
 LH0222
 LH0222.Superseded values are not recommended for survey control.
 LH0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0222.See file dsdata.txt to determine how the superseded data were derived.
 LH0222
 LH0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK635350(NAD 83)
 LH0222_MARKER: Q = CHISELED SQUARE
 LH0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0222_SP_SET: CULVERT
 LH0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0222
 LH0222  HISTORY     - Date     Condition        Report By
 LH0222  HISTORY     - UNK      MONUMENTED       USGS
 LH0222  HISTORY     - 1947     GOOD             NGS
 LH0222
 LH0222                          STATION DESCRIPTION
 LH0222
 LH0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0222'4 MI E FROM GUIDE ROCK.
 LH0222'4.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0222'FROM THE STATION AT GUIDE ROCK, AT A NORTH-SOUTH DIRT ROAD
 LH0222'CROSSING, 33.0 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 24.7
 LH0222'FEET SOUTHWEST OF A CONCRETE RAILROAD RIGHT OF WAY FENCE CORNER
 LH0222'POST, 12.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH DIRT
 LH0222'ROAD, THE HIGHEST POINT OF THE SURFACE INSIDE OF A 2-INCH
 LH0222'OUTLINED CHISELED SQUARE CUT ON TOP OF AND 0.3 FOOT WEST OF
 LH0222'THE EAST END OF A 3-FOOT CONCRETE TILE PIPE CULVERT UNDER THE
 LH0222'DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0214 ***********************************************************************
 LH0214  DESIGNATION -  1614.0
 LH0214  PID         -  LH0214
 LH0214  STATE/COUNTY-  NE/NUCKOLLS
 LH0214  USGS QUAD   -  BOSTWICK (1974)
 LH0214
 LH0214                         *CURRENT SURVEY CONTROL
 LH0214  ___________________________________________________________________
 LH0214* NAD 83(1986)-  40 03 05.     (N)    098 11 50.     (W)     SCALED    
 LH0214* NAVD 88     -       492.101  (meters)    1614.50   (feet)  ADJUSTED  
 LH0214  ___________________________________________________________________
 LH0214  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 LH0214  DYNAMIC HT  -         491.812 (meters)    1613.55  (feet)  COMP
 LH0214  MODELED GRAV-     980,022.9   (mgal)                       NAVD 88
 LH0214
 LH0214  VERT ORDER  -  FIRST     CLASS II
 LH0214
 LH0214.The horizontal coordinates were scaled from a topographic map and have
 LH0214.an estimated accuracy of +/- 6 seconds.
 LH0214
 LH0214.The orthometric height was determined by differential leveling
 LH0214.and adjusted by the National Geodetic Survey in June 1991..
 LH0214
 LH0214.The geoid height was determined by GEOID03.
 LH0214
 LH0214.The dynamic height is computed by dividing the NAVD 88
 LH0214.geopotential number by the normal gravity value computed on the
 LH0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0214.degrees latitude (g = 980.6199 gals.).
 LH0214
 LH0214.The modeled gravity was interpolated from observed gravity values.
 LH0214
 LH0214;                    North         East    Units  Estimated Accuracy
 LH0214;SPC NE       -    25,820.      653,820.      MT  (+/- 180 meters Scaled)
 LH0214
 LH0214                          SUPERSEDED SURVEY CONTROL
 LH0214
 LH0214  NGVD 29 (??/??/92)  491.915  (m)         1613.89   (f) ADJ UNCH    1 2
 LH0214
 LH0214.Superseded values are not recommended for survey control.
 LH0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0214.See file dsdata.txt to determine how the superseded data were derived.
 LH0214
 LH0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK684337(NAD 83)
 LH0214_MARKER: Q = CHISELED SQUARE
 LH0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0214_SP_SET: BRIDGE ABUTMENT
 LH0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0214
 LH0214  HISTORY     - Date     Condition        Report By
 LH0214  HISTORY     - UNK      MONUMENTED       USGS
 LH0214  HISTORY     - 1947     GOOD             NGS
 LH0214
 LH0214                          STATION DESCRIPTION
 LH0214
 LH0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0214'0.7 MI W FROM BOSTWICK.
 LH0214'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0214'FROM THE STATION AT BOSTWICK, AT THE EAST END OF CONCRETE BRIDGE
 LH0214'NO. 177.68, 5.3 FEET NORTH OF THE NORTH RAIL OF THE TRACK, THE
 LH0214'HIGHEST POINT OF THE SURFACE INSIDE OF A 2-INCH OUTLINED CHISELED
 LH0214'SQUARE CUT ON TOP OF AND 0.8 FOOT EAST OF THE WEST SIDE OF AND
 LH0214'0.4 FOOT WEST OF THE EAST SIDE OF THE NORTH END OF THE EAST
 LH0214'CONCRETE ABUTMENT OF THE BRIDGE, 1.1 FOOT SOUTH OF THE SOUTHEAST
 LH0214'CORNER OF A CONCRETE SIGN WHICH IS MARKED 177.68, 1.0 FOOT BELOW
 LH0214'THE BASE OF THE RAILS AND 0.6 FOOT NORTH OF THE NORTH SIDE OF
 LH0214'A LONG CONCRETE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0224 ***********************************************************************
 LH0224  DESIGNATION -  1618.6
 LH0224  PID         -  LH0224
 LH0224  STATE/COUNTY-  NE/WEBSTER
 LH0224  USGS QUAD   -  GUIDE ROCK (1974)
 LH0224
 LH0224                         *CURRENT SURVEY CONTROL
 LH0224  ___________________________________________________________________
 LH0224* NAD 83(1986)-  40 03 55.     (N)    098 16 25.     (W)     SCALED    
 LH0224* NAVD 88     -       493.502  (meters)    1619.10   (feet)  ADJUSTED  
 LH0224  ___________________________________________________________________
 LH0224  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 LH0224  DYNAMIC HT  -         493.208 (meters)    1618.13  (feet)  COMP
 LH0224  MODELED GRAV-     980,015.0   (mgal)                       NAVD 88
 LH0224
 LH0224  VERT ORDER  -  FIRST     CLASS II
 LH0224
 LH0224.The horizontal coordinates were scaled from a topographic map and have
 LH0224.an estimated accuracy of +/- 6 seconds.
 LH0224
 LH0224.The orthometric height was determined by differential leveling
 LH0224.and adjusted by the National Geodetic Survey in June 1991..
 LH0224
 LH0224.The geoid height was determined by GEOID03.
 LH0224
 LH0224.The dynamic height is computed by dividing the NAVD 88
 LH0224.geopotential number by the normal gravity value computed on the
 LH0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0224.degrees latitude (g = 980.6199 gals.).
 LH0224
 LH0224.The modeled gravity was interpolated from observed gravity values.
 LH0224
 LH0224;                    North         East    Units  Estimated Accuracy
 LH0224;SPC NE       -    27,230.      647,270.      MT  (+/- 180 meters Scaled)
 LH0224
 LH0224                          SUPERSEDED SURVEY CONTROL
 LH0224
 LH0224  NGVD 29 (??/??/92)  493.305  (m)         1618.45   (f) ADJ UNCH    1 2
 LH0224
 LH0224.Superseded values are not recommended for survey control.
 LH0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0224.See file dsdata.txt to determine how the superseded data were derived.
 LH0224
 LH0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK619352(NAD 83)
 LH0224_MARKER: N = NAIL
 LH0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0224_SP_SET: LOCUST TREE
 LH0224_STAMPING: USGS BM
 LH0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0224
 LH0224  HISTORY     - Date     Condition        Report By
 LH0224  HISTORY     - UNK      MONUMENTED       USGS
 LH0224  HISTORY     - 1947     GOOD             NGS
 LH0224
 LH0224                          STATION DESCRIPTION
 LH0224
 LH0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0224'3 MI E FROM GUIDE ROCK.
 LH0224'3.05 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0224'FROM THE STATION AT GUIDE ROCK, AT A POINT WHERE THE
 LH0224'WEBSTER-NUCKOLLS COUNTY LINE CROSSES THE RAILROAD TRACK, 60.3
 LH0224'FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 34.0 FEET SOUTHWEST
 LH0224'OF A TELEPHONE POLE, 29.4 FEET SOUTHEAST OF A FENCE CORNER POST,
 LH0224'23.5 FEET EAST OF A NORTH-SOUTH FENCE LINE, 14.0 FEET SOUTH OF
 LH0224'THE SOUTH RIGHT OF WAY FENCE, A U.S. GEOLOGICAL SURVEY COPPER
 LH0224'NAIL AND WASHER DRIVEN IN A ROOT AT THE NORTHWEST SIDE OF A
 LH0224'14-INCH LOCUST TREE WHICH IS THE MOST NORTHERLY TREE OF A ROW
 LH0224'OF LOCUST TREES THAT ARE SUPPOSED TO BE ON THE WEBSTER-NUCKOLLS
 LH0224'COUNTY LINE, 0.1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0235 ***********************************************************************
 LH0235  DESIGNATION -  1644.6
 LH0235  PID         -  LH0235
 LH0235  STATE/COUNTY-  NE/WEBSTER
 LH0235  USGS QUAD   -  GUIDE ROCK (1974)
 LH0235
 LH0235                         *CURRENT SURVEY CONTROL
 LH0235  ___________________________________________________________________
 LH0235* NAD 83(1986)-  40 04 16.     (N)    098 22 01.     (W)     SCALED    
 LH0235* NAVD 88     -       501.448  (meters)    1645.17   (feet)  ADJUSTED  
 LH0235  ___________________________________________________________________
 LH0235  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 LH0235  DYNAMIC HT  -         501.148 (meters)    1644.18  (feet)  COMP
 LH0235  MODELED GRAV-     980,012.1   (mgal)                       NAVD 88
 LH0235
 LH0235  VERT ORDER  -  FIRST     CLASS II
 LH0235
 LH0235.The horizontal coordinates were scaled from a topographic map and have
 LH0235.an estimated accuracy of +/- 6 seconds.
 LH0235
 LH0235.The orthometric height was determined by differential leveling
 LH0235.and adjusted by the National Geodetic Survey in June 1991..
 LH0235
 LH0235.The geoid height was determined by GEOID03.
 LH0235
 LH0235.The dynamic height is computed by dividing the NAVD 88
 LH0235.geopotential number by the normal gravity value computed on the
 LH0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0235.degrees latitude (g = 980.6199 gals.).
 LH0235
 LH0235.The modeled gravity was interpolated from observed gravity values.
 LH0235
 LH0235;                    North         East    Units  Estimated Accuracy
 LH0235;SPC NE       -    27,720.      639,300.      MT  (+/- 180 meters Scaled)
 LH0235
 LH0235                          SUPERSEDED SURVEY CONTROL
 LH0235
 LH0235  NGVD 29 (??/??/92)  501.243  (m)         1644.49   (f) ADJ UNCH    1 2
 LH0235
 LH0235.Superseded values are not recommended for survey control.
 LH0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0235.See file dsdata.txt to determine how the superseded data were derived.
 LH0235
 LH0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK539358(NAD 83)
 LH0235_MARKER: Q = CHISELED SQUARE
 LH0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0235_SP_SET: BRIDGE ABUTMENT
 LH0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0235
 LH0235  HISTORY     - Date     Condition        Report By
 LH0235  HISTORY     - UNK      MONUMENTED       USGS
 LH0235  HISTORY     - 1947     GOOD             NGS
 LH0235
 LH0235                          STATION DESCRIPTION
 LH0235
 LH0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0235'1.9 MI W FROM GUIDE ROCK.
 LH0235'1.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0235'RAILROAD FROM THE STATION AT GUIDE ROCK, 5.2 FEET SOUTH OF
 LH0235'AND ABOUT LEVEL WITH THE SOUTH RAIL OF THE TRACK, 5 RAILS
 LH0235'EAST OF A CROSSING, AT THE EAST END OF A LAKE, ON TOP OF THE
 LH0235'SOUTH CORNER OF THE WEST ABUTMENT OF BRIDGE NO. 187.84, 2.1
 LH0235'FEET WEST OF THE EAST SIDE OF THE ABUTMENT, 0.7 FOOT NORTH OF THE
 LH0235'SOUTH END OF THE ABUTMENT, 0.5 FOOT EAST OF THE WEST SIDE OF THE
 LH0235'ABUTMENT, THE HIGHEST POINT WITHIN A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0233 ***********************************************************************
 LH0233  DESIGNATION -  1646.5
 LH0233  PID         -  LH0233
 LH0233  STATE/COUNTY-  NE/WEBSTER
 LH0233  USGS QUAD   -  GUIDE ROCK (1974)
 LH0233
 LH0233                         *CURRENT SURVEY CONTROL
 LH0233  ___________________________________________________________________
 LH0233* NAD 83(1986)-  40 04 20.     (N)    098 21 18.     (W)     SCALED    
 LH0233* NAVD 88     -       502.021  (meters)    1647.05   (feet)  ADJUSTED  
 LH0233  ___________________________________________________________________
 LH0233  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 LH0233  DYNAMIC HT  -         501.722 (meters)    1646.07  (feet)  COMP
 LH0233  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 LH0233
 LH0233  VERT ORDER  -  FIRST     CLASS II
 LH0233
 LH0233.The horizontal coordinates were scaled from a topographic map and have
 LH0233.an estimated accuracy of +/- 6 seconds.
 LH0233
 LH0233.The orthometric height was determined by differential leveling
 LH0233.and adjusted by the National Geodetic Survey in June 1991..
 LH0233
 LH0233.The geoid height was determined by GEOID03.
 LH0233
 LH0233.The dynamic height is computed by dividing the NAVD 88
 LH0233.geopotential number by the normal gravity value computed on the
 LH0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0233.degrees latitude (g = 980.6199 gals.).
 LH0233
 LH0233.The modeled gravity was interpolated from observed gravity values.
 LH0233
 LH0233;                    North         East    Units  Estimated Accuracy
 LH0233;SPC NE       -    27,860.      640,310.      MT  (+/- 180 meters Scaled)
 LH0233
 LH0233                          SUPERSEDED SURVEY CONTROL
 LH0233
 LH0233  NGVD 29 (??/??/92)  501.817  (m)         1646.38   (f) ADJ UNCH    1 2
 LH0233
 LH0233.Superseded values are not recommended for survey control.
 LH0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0233.See file dsdata.txt to determine how the superseded data were derived.
 LH0233
 LH0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK549359(NAD 83)
 LH0233_MARKER: Q = CHISELED SQUARE
 LH0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0233_SP_SET: BRIDGE ABUTMENT
 LH0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0233
 LH0233  HISTORY     - Date     Condition        Report By
 LH0233  HISTORY     - UNK      MONUMENTED       USGS
 LH0233  HISTORY     - 1947     GOOD             NGS
 LH0233
 LH0233                          STATION DESCRIPTION
 LH0233
 LH0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0233'1.3 MI W FROM GUIDE ROCK.
 LH0233'1.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0233'FROM THE STATION AT GUIDE ROCK, 6.3 FEET SOUTH OF AND ABOUT
 LH0233'0.5 FOOT LOWER THAN THE SOUTH RAIL OF THE TRACK, ON TOP OF THE
 LH0233'SOUTH END OF THE WEST ABUTMENT OF BRIDGE NO. 186.21, 1.2 FEET
 LH0233'NORTH OF THE SOUTH END OF THE ABUTMENT, 0.6 FOOT EAST OF THE
 LH0233'WEST SIDE OF THE ABUTMENT, 1.9 FEET WEST OF THE EAST SIDE OF
 LH0233'THE ABUTMENT, THE HIGHEST POINT WITHIN A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0232 ***********************************************************************
 LH0232  DESIGNATION -  1647.2
 LH0232  PID         -  LH0232
 LH0232  STATE/COUNTY-  NE/WEBSTER
 LH0232  USGS QUAD   -  GUIDE ROCK (1974)
 LH0232
 LH0232                         *CURRENT SURVEY CONTROL
 LH0232  ___________________________________________________________________
 LH0232* NAD 83(1986)-  40 04 16.     (N)    098 20 39.     (W)     SCALED    
 LH0232* NAVD 88     -       502.234  (meters)    1647.75   (feet)  ADJUSTED  
 LH0232  ___________________________________________________________________
 LH0232  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 LH0232  DYNAMIC HT  -         501.935 (meters)    1646.77  (feet)  COMP
 LH0232  MODELED GRAV-     980,015.5   (mgal)                       NAVD 88
 LH0232
 LH0232  VERT ORDER  -  FIRST     CLASS II
 LH0232
 LH0232.The horizontal coordinates were scaled from a topographic map and have
 LH0232.an estimated accuracy of +/- 6 seconds.
 LH0232
 LH0232.The orthometric height was determined by differential leveling
 LH0232.and adjusted by the National Geodetic Survey in June 1991..
 LH0232
 LH0232.The geoid height was determined by GEOID03.
 LH0232
 LH0232.The dynamic height is computed by dividing the NAVD 88
 LH0232.geopotential number by the normal gravity value computed on the
 LH0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0232.degrees latitude (g = 980.6199 gals.).
 LH0232
 LH0232.The modeled gravity was interpolated from observed gravity values.
 LH0232
 LH0232;                    North         East    Units  Estimated Accuracy
 LH0232;SPC NE       -    27,750.      641,240.      MT  (+/- 180 meters Scaled)
 LH0232
 LH0232                          SUPERSEDED SURVEY CONTROL
 LH0232
 LH0232  NGVD 29 (??/??/92)  502.031  (m)         1647.08   (f) ADJ UNCH    1 2
 LH0232
 LH0232.Superseded values are not recommended for survey control.
 LH0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0232.See file dsdata.txt to determine how the superseded data were derived.
 LH0232
 LH0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK559358(NAD 83)
 LH0232_MARKER: Q = CHISELED SQUARE
 LH0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0232_SP_SET: UNDERPASS
 LH0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0232
 LH0232  HISTORY     - Date     Condition        Report By
 LH0232  HISTORY     - UNK      MONUMENTED       USGS
 LH0232  HISTORY     - 1947     GOOD             NGS
 LH0232
 LH0232                          STATION DESCRIPTION
 LH0232
 LH0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0232'0.7 MI W FROM GUIDE ROCK.
 LH0232'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0232'FROM THE STATION AT GUIDE ROCK, 10.0 FEET SOUTH OF AND ABOUT
 LH0232'2.0 FEET LOWER THAN THE SOUTH RAIL OF THE TRACK, ON TOP OF THE
 LH0232'WEST END OF THE SOUTH HEADWALL OF A CATTLE UNDERPASS, 12.4
 LH0232'FEET WEST OF THE EAST END OF THE HEADWALL, 0.4 FOOT NORTH OF THE
 LH0232'SOUTH SIDE OF THE HEADWALL AND 0.2 FOOT EAST OF THE WEST END
 LH0232'OF THE HEADWALL, THE HIGHEST POINT WITHIN A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0236 ***********************************************************************
 LH0236  DESIGNATION -  1648.7
 LH0236  PID         -  LH0236
 LH0236  STATE/COUNTY-  NE/WEBSTER
 LH0236  USGS QUAD   -  AMBOY (1974)
 LH0236
 LH0236                         *CURRENT SURVEY CONTROL
 LH0236  ___________________________________________________________________
 LH0236* NAD 83(1986)-  40 04 14.     (N)    098 22 52.     (W)     SCALED    
 LH0236* NAVD 88     -       502.677  (meters)    1649.20   (feet)  ADJUSTED  
 LH0236  ___________________________________________________________________
 LH0236  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LH0236  DYNAMIC HT  -         502.375 (meters)    1648.21  (feet)  COMP
 LH0236  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 LH0236
 LH0236  VERT ORDER  -  FIRST     CLASS II
 LH0236
 LH0236.The horizontal coordinates were scaled from a topographic map and have
 LH0236.an estimated accuracy of +/- 6 seconds.
 LH0236
 LH0236.The orthometric height was determined by differential leveling
 LH0236.and adjusted by the National Geodetic Survey in June 1991..
 LH0236
 LH0236.The geoid height was determined by GEOID03.
 LH0236
 LH0236.The dynamic height is computed by dividing the NAVD 88
 LH0236.geopotential number by the normal gravity value computed on the
 LH0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0236.degrees latitude (g = 980.6199 gals.).
 LH0236
 LH0236.The modeled gravity was interpolated from observed gravity values.
 LH0236
 LH0236;                    North         East    Units  Estimated Accuracy
 LH0236;SPC NE       -    27,630.      638,090.      MT  (+/- 180 meters Scaled)
 LH0236
 LH0236                          SUPERSEDED SURVEY CONTROL
 LH0236
 LH0236  NGVD 29 (??/??/92)  502.470  (m)         1648.52   (f) ADJ UNCH    1 2
 LH0236
 LH0236.Superseded values are not recommended for survey control.
 LH0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0236.See file dsdata.txt to determine how the superseded data were derived.
 LH0236
 LH0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK527357(NAD 83)
 LH0236_MARKER: Q = CHISELED SQUARE
 LH0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0236_SP_SET: BRIDGE ABUTMENT
 LH0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0236
 LH0236  HISTORY     - Date     Condition        Report By
 LH0236  HISTORY     - UNK      MONUMENTED       USGS
 LH0236  HISTORY     - 1947     GOOD             NGS
 LH0236
 LH0236                          STATION DESCRIPTION
 LH0236
 LH0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0236'2.7 MI W FROM GUIDE ROCK.
 LH0236'2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0236'FROM THE STATION AT GUIDE ROCK, 6.0 FEET NORTH OF AND ABOUT LEVEL
 LH0236'WITH THE NORTH RAIL OF THE TRACK, ON TOP OF THE NORTHWEST
 LH0236'CORNER OF THE WEST ABUTMENT OF BRIDGE NO. 187.59, 1.6 FEET
 LH0236'WEST OF THE WEST END OF THE NORTH STEEL GUARD WALL, 1.1 FEET
 LH0236'WEST OF THE EAST SIDE OF THE ABUTMENT, 0.5 FOOT SOUTH OF THE
 LH0236'NORTH END OF THE ABUTMENT, 0.4 FOOT EAST OF THE WEST SIDE OF THE
 LH0236'ABUTMENT, THE HIGHEST POINT WITHIN A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0227 ***********************************************************************
 LH0227  DESIGNATION -  1649.0
 LH0227  PID         -  LH0227
 LH0227  STATE/COUNTY-  NE/WEBSTER
 LH0227  USGS QUAD   -  GUIDE ROCK (1974)
 LH0227
 LH0227                         *CURRENT SURVEY CONTROL
 LH0227  ___________________________________________________________________
 LH0227* NAD 83(1986)-  40 04 12.     (N)    098 19 08.     (W)     SCALED    
 LH0227* NAVD 88     -       502.793  (meters)    1649.58   (feet)  ADJUSTED  
 LH0227  ___________________________________________________________________
 LH0227  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 LH0227  DYNAMIC HT  -         502.495 (meters)    1648.60  (feet)  COMP
 LH0227  MODELED GRAV-     980,017.1   (mgal)                       NAVD 88
 LH0227
 LH0227  VERT ORDER  -  FIRST     CLASS II
 LH0227
 LH0227.The horizontal coordinates were scaled from a topographic map and have
 LH0227.an estimated accuracy of +/- 6 seconds.
 LH0227
 LH0227.The orthometric height was determined by differential leveling
 LH0227.and adjusted by the National Geodetic Survey in June 1991..
 LH0227
 LH0227.The geoid height was determined by GEOID03.
 LH0227
 LH0227.The dynamic height is computed by dividing the NAVD 88
 LH0227.geopotential number by the normal gravity value computed on the
 LH0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0227.degrees latitude (g = 980.6199 gals.).
 LH0227
 LH0227.The modeled gravity was interpolated from observed gravity values.
 LH0227
 LH0227;                    North         East    Units  Estimated Accuracy
 LH0227;SPC NE       -    27,670.      643,400.      MT  (+/- 180 meters Scaled)
 LH0227
 LH0227                          SUPERSEDED SURVEY CONTROL
 LH0227
 LH0227  NGVD 29 (??/??/92)  502.592  (m)         1648.92   (f) ADJ UNCH    1 2
 LH0227
 LH0227.Superseded values are not recommended for survey control.
 LH0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0227.See file dsdata.txt to determine how the superseded data were derived.
 LH0227
 LH0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK580357(NAD 83)
 LH0227_MARKER: Q = CHISELED SQUARE
 LH0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0227_SP_SET: BRIDGE ABUTMENT
 LH0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0227
 LH0227  HISTORY     - Date     Condition        Report By
 LH0227  HISTORY     - UNK      MONUMENTED       USGS
 LH0227  HISTORY     - 1947     GOOD             NGS
 LH0227
 LH0227                          STATION DESCRIPTION
 LH0227
 LH0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0227'0.6 MI W FROM GUIDE ROCK.
 LH0227'0.6 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0227'FROM THE STATION AT GUIDE ROCK, AT THE WEST END OF BRIDGE NO.
 LH0227'184.27, 5.6 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 0.6 FOOT
 LH0227'NORTH OF THE NORTH SIDE OF A CONCRETE SIGN WHICH IS MARKED
 LH0227'184.27, THE HIGHEST POINT OF THE SURFACE INSIDE OF AN OUTLINED
 LH0227'2-INCH CHISELED SQUARE CUT IN THE CENTER AND TOP OF THE SOUTH
 LH0227'END OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE, 1.0 FOOT BELOW
 LH0227'THE BASE OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0230 ***********************************************************************
 LH0230  DESIGNATION -  1651.4
 LH0230  PID         -  LH0230
 LH0230  STATE/COUNTY-  NE/WEBSTER
 LH0230  USGS QUAD   -  GUIDE ROCK (1974)
 LH0230
 LH0230                         *CURRENT SURVEY CONTROL
 LH0230  ___________________________________________________________________
 LH0230* NAD 83(1986)-  40 04 13.     (N)    098 19 53.     (W)     SCALED    
 LH0230* NAVD 88     -       503.517  (meters)    1651.96   (feet)  ADJUSTED  
 LH0230  ___________________________________________________________________
 LH0230  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 LH0230  DYNAMIC HT  -         503.219 (meters)    1650.98  (feet)  COMP
 LH0230  MODELED GRAV-     980,018.0   (mgal)                       NAVD 88
 LH0230
 LH0230  VERT ORDER  -  FIRST     CLASS II
 LH0230
 LH0230.The horizontal coordinates were scaled from a topographic map and have
 LH0230.an estimated accuracy of +/- 6 seconds.
 LH0230
 LH0230.The orthometric height was determined by differential leveling
 LH0230.and adjusted by the National Geodetic Survey in June 1991..
 LH0230
 LH0230.The geoid height was determined by GEOID03.
 LH0230
 LH0230.The dynamic height is computed by dividing the NAVD 88
 LH0230.geopotential number by the normal gravity value computed on the
 LH0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0230.degrees latitude (g = 980.6199 gals.).
 LH0230
 LH0230.The modeled gravity was interpolated from observed gravity values.
 LH0230
 LH0230;                    North         East    Units  Estimated Accuracy
 LH0230;SPC NE       -    27,680.      642,330.      MT  (+/- 180 meters Scaled)
 LH0230
 LH0230                          SUPERSEDED SURVEY CONTROL
 LH0230
 LH0230  NGVD 29 (??/??/92)  503.316  (m)         1651.30   (f) ADJ UNCH    1 2
 LH0230
 LH0230.Superseded values are not recommended for survey control.
 LH0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0230.See file dsdata.txt to determine how the superseded data were derived.
 LH0230
 LH0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK570357(NAD 83)
 LH0230_MARKER: Q = CHISELED SQUARE
 LH0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0230_SP_SET: CONCRETE BASE
 LH0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0230
 LH0230  HISTORY     - Date     Condition        Report By
 LH0230  HISTORY     - UNK      MONUMENTED       USGS
 LH0230  HISTORY     - 1947     GOOD             NGS
 LH0230
 LH0230                          STATION DESCRIPTION
 LH0230
 LH0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0230'AT GUIDE ROCK.
 LH0230'AT GUIDE ROCK, 321.8 FEET WEST OF THE SOUTHWEST CORNER OF THE
 LH0230'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 278.0 FEET
 LH0230'WEST OF THE CENTER OF STATE HIGHWAY NO. 78, 8.7 FEET NORTH
 LH0230'OF THE NORTH RAIL OF THE MAIN TRACK, THE HIGHEST POINT OF THE
 LH0230'SURFACE INSIDE OF A 2-INCH CHISELED SQUARE, CUT ON THE TOP OF
 LH0230'AND 4.5 FEET EAST OF THE WEST EDGE AND 4.5 FEET WEST OF THE
 LH0230'EAST EDGE AND 0.6 FOOT SOUTH OF THE NORTH EDGE OF THE CONCRETE
 LH0230'BASE OF AN OLD ABANDONED RAILROAD LOCOMOTIVE WATER FILLING
 LH0230'SPOUT, ABOUT 1.0 FOOT ABOVE THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0239 ***********************************************************************
 LH0239  DESIGNATION -  1660.3
 LH0239  PID         -  LH0239
 LH0239  STATE/COUNTY-  NE/WEBSTER
 LH0239  USGS QUAD   -  AMBOY (1974)
 LH0239
 LH0239                         *CURRENT SURVEY CONTROL
 LH0239  ___________________________________________________________________
 LH0239* NAD 83(1986)-  40 04 50.     (N)    098 24 57.     (W)     SCALED    
 LH0239* NAVD 88     -       506.222  (meters)    1660.83   (feet)  ADJUSTED  
 LH0239  ___________________________________________________________________
 LH0239  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LH0239  DYNAMIC HT  -         505.917 (meters)    1659.83  (feet)  COMP
 LH0239  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 LH0239
 LH0239  VERT ORDER  -  FIRST     CLASS II
 LH0239
 LH0239.The horizontal coordinates were scaled from a topographic map and have
 LH0239.an estimated accuracy of +/- 6 seconds.
 LH0239
 LH0239.The orthometric height was determined by differential leveling
 LH0239.and adjusted by the National Geodetic Survey in June 1991..
 LH0239
 LH0239.The geoid height was determined by GEOID03.
 LH0239
 LH0239.The dynamic height is computed by dividing the NAVD 88
 LH0239.geopotential number by the normal gravity value computed on the
 LH0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0239.degrees latitude (g = 980.6199 gals.).
 LH0239
 LH0239.The modeled gravity was interpolated from observed gravity values.
 LH0239
 LH0239;                    North         East    Units  Estimated Accuracy
 LH0239;SPC NE       -    28,690.      635,110.      MT  (+/- 180 meters Scaled)
 LH0239
 LH0239                          SUPERSEDED SURVEY CONTROL
 LH0239
 LH0239  NGVD 29 (??/??/92)  506.012  (m)         1660.14   (f) ADJ UNCH    1 2
 LH0239
 LH0239.Superseded values are not recommended for survey control.
 LH0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0239.See file dsdata.txt to determine how the superseded data were derived.
 LH0239
 LH0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK498368(NAD 83)
 LH0239_MARKER: Q = CHISELED SQUARE
 LH0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0239_SP_SET: BRIDGE
 LH0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0239
 LH0239  HISTORY     - Date     Condition        Report By
 LH0239  HISTORY     - UNK      MONUMENTED       USGS
 LH0239  HISTORY     - 1947     GOOD             NGS
 LH0239
 LH0239                          STATION DESCRIPTION
 LH0239
 LH0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0239'4.7 MI W FROM GUIDE ROCK.
 LH0239'4.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0239'FROM THE STATION AT GUIDE ROCK, 7.3 FEET NORTH OF AND ABOUT
 LH0239'LEVEL WITH THE NORTH RAIL OF THE TRACK, ON TOP OF THE EAST
 LH0239'END OF THE NORTH HEADWALL OF BRIDGE NO. 189.57, 13.4 FEET
 LH0239'EAST OF THE WEST END OF THE HEADWALL, 1.5 FEET WEST OF THE EAST
 LH0239'END OF THE HEADWALL, 0.5 FOOT NORTH OF THE SOUTH SIDE OF THE
 LH0239'HEADWALL, THE HIGHEST POINT WITHIN A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0241 ***********************************************************************
 LH0241  DESIGNATION -  1671.5
 LH0241  PID         -  LH0241
 LH0241  STATE/COUNTY-  NE/WEBSTER
 LH0241  USGS QUAD   -  AMBOY (1974)
 LH0241
 LH0241                         *CURRENT SURVEY CONTROL
 LH0241  ___________________________________________________________________
 LH0241* NAD 83(1986)-  40 05 02.     (N)    098 26 05.     (W)     SCALED    
 LH0241* NAVD 88     -       509.645  (meters)    1672.06   (feet)  ADJUSTED  
 LH0241  ___________________________________________________________________
 LH0241  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LH0241  DYNAMIC HT  -         509.338 (meters)    1671.05  (feet)  COMP
 LH0241  MODELED GRAV-     980,007.7   (mgal)                       NAVD 88
 LH0241
 LH0241  VERT ORDER  -  FIRST     CLASS II
 LH0241
 LH0241.The horizontal coordinates were scaled from a topographic map and have
 LH0241.an estimated accuracy of +/- 6 seconds.
 LH0241
 LH0241.The orthometric height was determined by differential leveling
 LH0241.and adjusted by the National Geodetic Survey in June 1991..
 LH0241
 LH0241.The geoid height was determined by GEOID03.
 LH0241
 LH0241.The dynamic height is computed by dividing the NAVD 88
 LH0241.geopotential number by the normal gravity value computed on the
 LH0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0241.degrees latitude (g = 980.6199 gals.).
 LH0241
 LH0241.The modeled gravity was interpolated from observed gravity values.
 LH0241
 LH0241;                    North         East    Units  Estimated Accuracy
 LH0241;SPC NE       -    29,030.      633,490.      MT  (+/- 180 meters Scaled)
 LH0241
 LH0241                          SUPERSEDED SURVEY CONTROL
 LH0241
 LH0241  NGVD 29 (??/??/92)  509.434  (m)         1671.37   (f) ADJ UNCH    1 2
 LH0241
 LH0241.Superseded values are not recommended for survey control.
 LH0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0241.See file dsdata.txt to determine how the superseded data were derived.
 LH0241
 LH0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK481372(NAD 83)
 LH0241_MARKER: Q = CHISELED SQUARE
 LH0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0241_SP_SET: BRIDGE ABUTMENT
 LH0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0241
 LH0241  HISTORY     - Date     Condition        Report By
 LH0241  HISTORY     - UNK      MONUMENTED       USGS
 LH0241  HISTORY     - 1947     GOOD             NGS
 LH0241
 LH0241                          STATION DESCRIPTION
 LH0241
 LH0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0241'5.7 MI W FROM GUIDE ROCK.
 LH0241'5.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0241'FROM THE STATION AT GUIDE ROCK, 5.2 FEET NORTH OF AND ABOUT
 LH0241'1.0 FOOT LOWER THANTHE NORTH RAIL OF THE TRACK, ON TOP OF THE
 LH0241'NORTH END OF THE EAST ABUTMENT OF BRIDGE NO. 190.60 OVER
 LH0241'ELM CREEK, 0.8 FOOT EAST OF THE WEST SIDE OF THE ABUTMENT,
 LH0241'0.7 FOOT SOUTH OF THE NORTH END OF THE ABUTMENT, 0.5 FOOT WEST
 LH0241'OF THE EAST SIDE OF THE ABUTMENT, THE HIGHEST POINT WITHIN A
 LH0241'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3465 ***********************************************************************
 AI3465  DESIGNATION -  17 10
 AI3465  PID         -  AI3465
 AI3465  STATE/COUNTY-  NE/RED WILLOW
 AI3465  USGS QUAD   -  MC COOK WEST (1983)
 AI3465
 AI3465                         *CURRENT SURVEY CONTROL
 AI3465  ___________________________________________________________________
 AI3465* NAD 83(1986)-  40 13 44.     (N)    100 39 11.     (W)     SCALED    
 AI3465* NAVD 88     -       801.383  (meters)    2629.20   (feet)  ADJUSTED  
 AI3465  ___________________________________________________________________
 AI3465  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AI3465  DYNAMIC HT  -         800.850 (meters)    2627.46  (feet)  COMP
 AI3465  MODELED GRAV-     979,932.9   (mgal)                       NAVD 88
 AI3465
 AI3465  VERT ORDER  -  SECOND    CLASS I
 AI3465
 AI3465.The horizontal coordinates were scaled from a topographic map and have
 AI3465.an estimated accuracy of +/- 6 seconds.
 AI3465
 AI3465.The orthometric height was determined by differential leveling
 AI3465.and adjusted by the National Geodetic Survey in July 2002..
 AI3465
 AI3465.The geoid height was determined by GEOID03.
 AI3465
 AI3465.The dynamic height is computed by dividing the NAVD 88
 AI3465.geopotential number by the normal gravity value computed on the
 AI3465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3465.degrees latitude (g = 980.6199 gals.).
 AI3465
 AI3465.The modeled gravity was interpolated from observed gravity values.
 AI3465
 AI3465;                    North         East    Units  Estimated Accuracy
 AI3465;SPC NE       -    44,130.      444,430.      MT  (+/- 180 meters Scaled)
 AI3465
 AI3465                          SUPERSEDED SURVEY CONTROL
 AI3465
 AI3465.No superseded survey control is available for this station.
 AI3465
 AI3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK593544(NAD 83)
 AI3465_MARKER: DB = BENCH MARK DISK
 AI3465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3465_SP_SET: HEADWALL
 AI3465_STAMPING: 17-10
 AI3465_MARK LOGO: BOR   
 AI3465_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3465+STABILITY: SURFACE MOTION
 AI3465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3465+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 AI3465
 AI3465  HISTORY     - Date     Condition        Report By
 AI3465  HISTORY     - UNK      MONUMENTED       BOR
 AI3465  HISTORY     - 19991103 GOOD             NGS
 AI3465
 AI3465                          STATION DESCRIPTION
 AI3465
 AI3465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3465'3.4 KM (2.10 MI) NORTHERLY ALONG U.S.  HIGHWAY 83 FROM THE EAST
 AI3465'JUNCTION OF U.S.  HIGHWAY 34 IN MCCOOK, THENCE 0.2 KM (0.10 MI)
 AI3465'WESTERLY ALONG A TRACK ROAD PARALLELING A CANAL, IN TOP OF AND 0.1 M
 AI3465'(0.3 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A
 AI3465'CULVERT UNDER A FIELD ENTRANCE ROAD, 7.3 M (24.0 FT) NORTH OF THE ROAD
 AI3465'CENTER, 3.5 M (11.5 FT) WEST OF THE CENTER OF THE FIELD ENTRANCE, AND
 AI3465'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0246 ***********************************************************************
 LH0246  DESIGNATION -  1709.23
 LH0246  PID         -  LH0246
 LH0246  STATE/COUNTY-  NE/WEBSTER
 LH0246  USGS QUAD   -  AMBOY (1974)
 LH0246
 LH0246                         *CURRENT SURVEY CONTROL
 LH0246  ___________________________________________________________________
 LH0246* NAD 83(1986)-  40 07 05.     (N)    098 26 39.     (W)     SCALED    
 LH0246* NAVD 88     -       521.161  (meters)    1709.84   (feet)  ADJUSTED  
 LH0246  ___________________________________________________________________
 LH0246  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LH0246  DYNAMIC HT  -         520.846 (meters)    1708.81  (feet)  COMP
 LH0246  MODELED GRAV-     980,004.2   (mgal)                       NAVD 88
 LH0246
 LH0246  VERT ORDER  -  FIRST     CLASS II
 LH0246
 LH0246.The horizontal coordinates were scaled from a topographic map and have
 LH0246.an estimated accuracy of +/- 6 seconds.
 LH0246
 LH0246.The orthometric height was determined by differential leveling
 LH0246.and adjusted by the National Geodetic Survey in June 1991..
 LH0246
 LH0246.The geoid height was determined by GEOID03.
 LH0246
 LH0246.The dynamic height is computed by dividing the NAVD 88
 LH0246.geopotential number by the normal gravity value computed on the
 LH0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0246.degrees latitude (g = 980.6199 gals.).
 LH0246
 LH0246.The modeled gravity was interpolated from observed gravity values.
 LH0246
 LH0246;                    North         East    Units  Estimated Accuracy
 LH0246;SPC NE       -    32,810.      632,620.      MT  (+/- 180 meters Scaled)
 LH0246
 LH0246                          SUPERSEDED SURVEY CONTROL
 LH0246
 LH0246  NGVD 29 (??/??/92)  520.947  (m)         1709.14   (f) ADJ UNCH    1 2
 LH0246
 LH0246.Superseded values are not recommended for survey control.
 LH0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0246.See file dsdata.txt to determine how the superseded data were derived.
 LH0246
 LH0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK473410(NAD 83)
 LH0246_MARKER: Q = CHISELED SQUARE
 LH0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0246_SP_SET: BRIDGE
 LH0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0246
 LH0246  HISTORY     - Date     Condition        Report By
 LH0246  HISTORY     - UNK      MONUMENTED       USGS
 LH0246  HISTORY     - 1947     GOOD             NGS
 LH0246
 LH0246                          STATION DESCRIPTION
 LH0246
 LH0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0246'3.6 MI S FROM COWLES.
 LH0246'3.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0246'RAILROAD FROM THE STATION AT COWLES, 327.0 FEET WEST ALONG
 LH0246'AN EAST-WEST SECTION LINE ROAD FROM THE CROSSING AT BENCH
 LH0246'MARK N 252 1947, ON TOP OF THE NORTHEAST END OF THE NORTHEAST
 LH0246'CONCRETE WINGWALL OF A STEEL BRIDGE, 12.0 FEET NORTH OF AND
 LH0246'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTHWEST
 LH0246'OF THE NORTHEAST END OF THE WINGWALL, 0.3 FOOT SOUTHEAST OF THE
 LH0246'NORTHWEST SIDE OF THE WINGWALL, 0.2 FOOT NORTHWEST OF THE
 LH0246'SOUTHEAST SIDE OF THE WINGWALL, THE HIGHEST POINT WITHIN A
 LH0246'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0252 ***********************************************************************
 MN0252  DESIGNATION -  188
 MN0252  PID         -  MN0252
 MN0252  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0252  USGS QUAD   -  MORRILL (1963)
 MN0252
 MN0252                         *CURRENT SURVEY CONTROL
 MN0252  ___________________________________________________________________
 MN0252* NAD 83(1986)-  41 58 02.     (N)    103 59 44.     (W)     SCALED    
 MN0252* NAVD 88     -      1227.26   (+/-2cm)    4026.4    (feet)  VERTCON   
 MN0252  ___________________________________________________________________
 MN0252  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 MN0252
 MN0252  VERT ORDER  -  ? (See Below)
 MN0252
 MN0252.The horizontal coordinates were scaled from a topographic map and have
 MN0252.an estimated accuracy of +/- 6 seconds.
 MN0252
 MN0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0252.The vertical order pertains to the NGVD 29 superseded value.
 MN0252
 MN0252.The geoid height was determined by GEOID03.
 MN0252
 MN0252;                    North         East    Units  Estimated Accuracy
 MN0252;SPC NE       -   244,570.      169,020.      MT  (+/- 180 meters Scaled)
 MN0252
 MN0252                          SUPERSEDED SURVEY CONTROL
 MN0252
 MN0252  NGVD 29 (??/??/92) 1226.548  (m)         4024.10   (f) ADJ UNCH    ?  
 MN0252
 MN0252.Superseded values are not recommended for survey control.
 MN0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0252.See file dsdata.txt to determine how the superseded data were derived.
 MN0252
 MN0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG832466(NAD 83)
 MN0252_MARKER: B = BOLT
 MN0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0252_SP_SET: PARAPET
 MN0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0252
 MN0252  HISTORY     - Date     Condition        Report By
 MN0252  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0252  HISTORY     - 1934     GOOD             NGS
 MN0252
 MN0252                          STATION DESCRIPTION
 MN0252
 MN0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0252'3.6 MI NW FROM MORRILL.
 MN0252'ABOUT 3.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0252'RAILROAD FROM THE STATION AT MORRILL, SCOTTS BLUFF COUNTY, AT
 MN0252'MILEAGE 50+14, AT BRIDGE 50.14, AND IN THE TOP OF THE SOUTH END
 MN0252'OF THE WEST PARAPET.  THE TOP OF A SQUARE-HEADED IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0273 ***********************************************************************
 MN0273  DESIGNATION -  188 A
 MN0273  PID         -  MN0273
 MN0273  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0273  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0273
 MN0273                         *CURRENT SURVEY CONTROL
 MN0273  ___________________________________________________________________
 MN0273* NAD 83(1986)-  41 51 37.     (N)    103 39 46.     (W)     SCALED    
 MN0273* NAVD 88     -      1185.336  (meters)    3888.89   (feet)  ADJUSTED  
 MN0273  ___________________________________________________________________
 MN0273  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 MN0273  DYNAMIC HT  -        1184.573 (meters)    3886.39  (feet)  COMP
 MN0273  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 MN0273
 MN0273  VERT ORDER  -  SECOND    CLASS 0
 MN0273
 MN0273.The horizontal coordinates were scaled from a topographic map and have
 MN0273.an estimated accuracy of +/- 6 seconds.
 MN0273
 MN0273.The orthometric height was determined by differential leveling
 MN0273.and adjusted by the National Geodetic Survey in June 1991..
 MN0273
 MN0273.The geoid height was determined by GEOID03.
 MN0273
 MN0273.The dynamic height is computed by dividing the NAVD 88
 MN0273.geopotential number by the normal gravity value computed on the
 MN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0273.degrees latitude (g = 980.6199 gals.).
 MN0273
 MN0273.The modeled gravity was interpolated from observed gravity values.
 MN0273
 MN0273;                    North         East    Units  Estimated Accuracy
 MN0273;SPC NE       -   231,480.      196,060.      MT  (+/- 180 meters Scaled)
 MN0273
 MN0273                          SUPERSEDED SURVEY CONTROL
 MN0273
 MN0273  NGVD 29 (??/??/92) 1184.682  (m)         3886.74   (f) ADJ UNCH    2 0
 MN0273
 MN0273.Superseded values are not recommended for survey control.
 MN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0273.See file dsdata.txt to determine how the superseded data were derived.
 MN0273
 MN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG109351(NAD 83)
 MN0273_MARKER: DD = SURVEY DISK
 MN0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0273_SP_SET: CONCRETE FOUNDATION
 MN0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0273
 MN0273  HISTORY     - Date     Condition        Report By
 MN0273  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0273  HISTORY     - 1934     GOOD             NGS
 MN0273
 MN0273                          STATION DESCRIPTION
 MN0273
 MN0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0273'AT SCOTTSBLUFF.
 MN0273'AT SCOTTSBLUFF, SCOTTS BLUFF COUNTY, AT THE CHICAGO, BURLINGTON
 MN0273'AND QUINCY RAILROAD STATION, AND ON THE TOP OF THE SOUTHEAST
 MN0273'CORNER OF THE CONCRETE FOUNDATION.  A POINT, MARKED BY RED PAINT
 MN0273'SHOWING ELEVATION OF 3876.05.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1585 ***********************************************************************
 MK1585  DESIGNATION -  2
 MK1585  PID         -  MK1585
 MK1585  STATE/COUNTY-  NE/NANCE
 MK1585  USGS QUAD   -  GENOA (1958)
 MK1585
 MK1585                         *CURRENT SURVEY CONTROL
 MK1585  ___________________________________________________________________
 MK1585* NAD 83(1986)-  41 26 27.     (N)    097 44 30.     (W)     SCALED    
 MK1585* NAVD 88     -       477.583  (meters)    1566.87   (feet)  ADJUSTED  
 MK1585  ___________________________________________________________________
 MK1585  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 MK1585  DYNAMIC HT  -         477.361 (meters)    1566.14  (feet)  COMP
 MK1585  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 MK1585
 MK1585  VERT ORDER  -  SECOND    CLASS 0
 MK1585
 MK1585.The horizontal coordinates were scaled from a topographic map and have
 MK1585.an estimated accuracy of +/- 6 seconds.
 MK1585
 MK1585.The orthometric height was determined by differential leveling
 MK1585.and adjusted by the National Geodetic Survey in June 1991..
 MK1585
 MK1585.The geoid height was determined by GEOID03.
 MK1585
 MK1585.The dynamic height is computed by dividing the NAVD 88
 MK1585.geopotential number by the normal gravity value computed on the
 MK1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1585.degrees latitude (g = 980.6199 gals.).
 MK1585
 MK1585.The modeled gravity was interpolated from observed gravity values.
 MK1585
 MK1585;                    North         East    Units  Estimated Accuracy
 MK1585;SPC NE       -   180,940.      688,650.      MT  (+/- 180 meters Scaled)
 MK1585
 MK1585                          SUPERSEDED SURVEY CONTROL
 MK1585
 MK1585  NGVD 29 (??/??/92)  477.375  (m)         1566.19   (f) ADJ UNCH    2 0
 MK1585
 MK1585.Superseded values are not recommended for survey control.
 MK1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1585.See file dsdata.txt to determine how the superseded data were derived.
 MK1585
 MK1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL051884(NAD 83)
 MK1585_MARKER: DD = SURVEY DISK
 MK1585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1585_SP_SET: BRIDGE
 MK1585_STAMPING: NO 2 1950
 MK1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1585
 MK1585  HISTORY     - Date     Condition        Report By
 MK1585  HISTORY     - 1950     MONUMENTED       USGS
 MK1585  HISTORY     - 1950     GOOD             NGS
 MK1585
 MK1585                          STATION DESCRIPTION
 MK1585
 MK1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1585'1.1 MI SW FROM GENOA.
 MK1585'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1585'AT GENOA, 12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 MK1585'THE TOP OF THE SOUTHEAST WINGWALL OF A STEEL BRIDGE OVER BEAVER
 MK1585'CREEK, 1.5 FEET EAST OF THE SOUTH END OF THE EAST GUARD RAIL OF
 MK1585'THE BRIDGE, LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0523 ***********************************************************************
 NO0523  DESIGNATION -  2 F
 NO0523  PID         -  NO0523
 NO0523  STATE/COUNTY-  NE/CHERRY
 NO0523  USGS QUAD   -  ELL LAKE (1985)
 NO0523
 NO0523                         *CURRENT SURVEY CONTROL
 NO0523  ___________________________________________________________________
 NO0523* NAD 83(1986)-  42 44 35.     (N)    100 32 08.     (W)     SCALED    
 NO0523* NAVD 88     -       853.549  (meters)    2800.35   (feet)  ADJUSTED  
 NO0523  ___________________________________________________________________
 NO0523  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 NO0523  DYNAMIC HT  -         853.191 (meters)    2799.18  (feet)  COMP
 NO0523  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 NO0523
 NO0523  VERT ORDER  -  FIRST     CLASS II
 NO0523
 NO0523.The horizontal coordinates were scaled from a topographic map and have
 NO0523.an estimated accuracy of +/- 6 seconds.
 NO0523
 NO0523.The orthometric height was determined by differential leveling
 NO0523.and adjusted by the National Geodetic Survey in June 1994..
 NO0523
 NO0523.The geoid height was determined by GEOID03.
 NO0523
 NO0523.The dynamic height is computed by dividing the NAVD 88
 NO0523.geopotential number by the normal gravity value computed on the
 NO0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0523.degrees latitude (g = 980.6199 gals.).
 NO0523
 NO0523.The modeled gravity was interpolated from observed gravity values.
 NO0523
 NO0523;                    North         East    Units  Estimated Accuracy
 NO0523;SPC NE       -   323,220.      456,150.      MT  (+/- 180 meters Scaled)
 NO0523
 NO0523                          SUPERSEDED SURVEY CONTROL
 NO0523
 NO0523  NGVD 29 (02/14/92)  853.266  (m)         2799.42   (f) ADJUSTED    1 2
 NO0523
 NO0523.Superseded values are not recommended for survey control.
 NO0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0523.See file dsdata.txt to determine how the superseded data were derived.
 NO0523
 NO0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN743334(NAD 83)
 NO0523_MARKER: DB = BENCH MARK DISK
 NO0523_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0523_SP_SET: PREFAB CONC. POST IN EARTH
 NO0523_STAMPING: 2 F 1947
 NO0523_MARK LOGO: USGS  
 NO0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0523+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1991
 NO0523
 NO0523  HISTORY     - Date     Condition        Report By
 NO0523  HISTORY     - 1947     MONUMENTED       USGS
 NO0523  HISTORY     - 19910803 GOOD             NGS
 NO0523
 NO0523                          STATION DESCRIPTION
 NO0523
 NO0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0523'16.9 KM (10.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0523'OF U.S. HIGHWAY 20 IN VALENTINE, 28.3 M (92.8 FT) SOUTH OF THE
 NO0523'CENTER OF THE LOVEJOY RANCH ENTRANCE ROAD, 14.1 M (46.3 FT) EAST OF
 NO0523'THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) NORTHWEST OF AN UNDERGROUND
 NO0523'CABLE JUNCTION BOX AND FENCE CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL
 NO0523'OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE
 NO0523'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7687 ***********************************************************************
 AI7687  DESIGNATION -  2 F RESET
 AI7687  PID         -  AI7687
 AI7687  STATE/COUNTY-  NE/CHERRY
 AI7687  USGS QUAD   -  ELL LAKE (1985)
 AI7687
 AI7687                         *CURRENT SURVEY CONTROL
 AI7687  ___________________________________________________________________
 AI7687* NAD 83(1986)-  42 44 35.     (N)    100 32 10.     (W)     SCALED    
 AI7687* NAVD 88     -       853.90   (meters)    2801.5    (feet)  RESET     
 AI7687  ___________________________________________________________________
 AI7687  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 AI7687
 AI7687  VERT ORDER  -  THIRD
 AI7687
 AI7687.The horizontal coordinates were scaled from a topographic map and have
 AI7687.an estimated accuracy of +/- 6 seconds.
 AI7687
 AI7687.The orthometric height was computed from unverified reset data.
 AI7687.No vertical observational check was made to the station.
 AI7687
 AI7687.The geoid height was determined by GEOID03.
 AI7687
 AI7687;                    North         East    Units  Estimated Accuracy
 AI7687;SPC NE       -   323,220.      456,110.      MT  (+/- 180 meters Scaled)
 AI7687
 AI7687                          SUPERSEDED SURVEY CONTROL
 AI7687
 AI7687.No superseded survey control is available for this station.
 AI7687
 AI7687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN742334(NAD 83)
 AI7687_MARKER: DB = BENCH MARK DISK
 AI7687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7687_STAMPING: 2 F 1947 RESET 1995
 AI7687_MARK LOGO: USGS  
 AI7687_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI7687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7687+STABILITY: SURFACE MOTION
 AI7687
 AI7687  HISTORY     - Date     Condition        Report By
 AI7687  HISTORY     - 1995     MONUMENTED       NGS
 AI7687
 AI7687                          STATION DESCRIPTION
 AI7687
 AI7687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AI7687'TO REACH THE MARK FROM THE JUNCTION OF US HIGHWAYS 83 AND 20, ABOUT
 AI7687'5.0 MILES (8.0 KM) SOUTH-SOUTHEAST OF VALENTINE, GO SOUTH ON HIGHWAY
 AI7687'83 FOR 5.15 MILES (8.29 KM) TO A CORRAL AND THE MARK ON THE RIGHT, ON
 AI7687'THE WEST RIGHT-OF-WAY OF THE HIGHWAY, IN THE SE1/4, SEC13, T32N, R28W.
 AI7687'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 AI7687'PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE GROUND.  IT IS 98.0 FEET (29.9 M)
 AI7687'WEST FROM THE CENTERLINE OF THE HIGHWAY, 49.4 FEET (15.1 M) NORTH FROM
 AI7687'THE NORTH GATE POST OF A GATE, 1.7 FEET (0.5 M) SOUTH FROM A WITNESS
 AI7687'POST, 1.2 FEET (0.4 M) EAST FROM THE WEST RIGHT-OF-WAY FENCE.  THIS
 AI7687'MARK SERVES AS THE AZIMUTH MARK FOR STATION DUNCAN 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0665 ***********************************************************************
 LH0665  DESIGNATION -  21 WR
 LH0665  PID         -  LH0665
 LH0665  STATE/COUNTY-  NE/BUFFALO
 LH0665  USGS QUAD   -  MILLER NE (1962)
 LH0665
 LH0665                         *CURRENT SURVEY CONTROL
 LH0665  ___________________________________________________________________
 LH0665* NAD 83(1986)-  40 59 19.     (N)    099 20 54.     (W)     SCALED    
 LH0665* NAVD 88     -       706.595  (meters)    2318.22   (feet)  ADJUSTED  
 LH0665  ___________________________________________________________________
 LH0665  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 LH0665  DYNAMIC HT  -         706.204 (meters)    2316.94  (feet)  COMP
 LH0665  MODELED GRAV-     980,046.5   (mgal)                       NAVD 88
 LH0665
 LH0665  VERT ORDER  -  SECOND    CLASS 0
 LH0665
 LH0665.The horizontal coordinates were scaled from a topographic map and have
 LH0665.an estimated accuracy of +/- 6 seconds.
 LH0665
 LH0665.The orthometric height was determined by differential leveling
 LH0665.and adjusted by the National Geodetic Survey in June 1991..
 LH0665
 LH0665.The geoid height was determined by GEOID03.
 LH0665
 LH0665.The dynamic height is computed by dividing the NAVD 88
 LH0665.geopotential number by the normal gravity value computed on the
 LH0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0665.degrees latitude (g = 980.6199 gals.).
 LH0665
 LH0665.The modeled gravity was interpolated from observed gravity values.
 LH0665
 LH0665;                    North         East    Units  Estimated Accuracy
 LH0665;SPC NE       -   128,470.      554,820.      MT  (+/- 180 meters Scaled)
 LH0665
 LH0665                          SUPERSEDED SURVEY CONTROL
 LH0665
 LH0665  NGVD 29 (??/??/92)  706.344  (m)         2317.40   (f) ADJ UNCH    2 0
 LH0665
 LH0665.Superseded values are not recommended for survey control.
 LH0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0665.See file dsdata.txt to determine how the superseded data were derived.
 LH0665
 LH0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML707375(NAD 83)
 LH0665_MARKER: DB = BENCH MARK DISK
 LH0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0665_STAMPING: 21 WR TT 1949
 LH0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0665+STABILITY: SURFACE MOTION
 LH0665
 LH0665  HISTORY     - Date     Condition        Report By
 LH0665  HISTORY     - 1949     MONUMENTED       USGS
 LH0665  HISTORY     - 1949     GOOD             NGS
 LH0665
 LH0665                          STATION DESCRIPTION
 LH0665
 LH0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LH0665'6.1 MI N FROM MILLER.
 LH0665'4.1 MILES NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE JUNCTION
 LH0665'OF U.S. HIGHWAY NO. 183 WITH STATE HIGHWAY NO. 40 AT MILLER,
 LH0665'THENCE 2.0 MILES EAST ALONG A COUNTY ROAD, AT THE SOUTHWEST
 LH0665'CORNER OF SECTION 23, T. 12 N., R. 18 W., AT THE SOUTHEAST
 LH0665'CORNER OF A SCHOOLYARD, 64 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LH0665'OF THE SCHOOL BUILDING, 33 FEET NORTH OF THE CENTER LINE OF
 LH0665'THE ROAD, 8 FEET WEST OF THE CENTER LINE OF A GATE, 3.2 FEET
 LH0665'NORTHEAST OF A TELEPHONE POLE, 1.8 FEET EAST OF A REFERENCE
 LH0665'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 LH0665'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0201 ***********************************************************************
 ML0201  DESIGNATION -  22 391
 ML0201  PID         -  ML0201
 ML0201  STATE/COUNTY-  NE/HOWARD
 ML0201  USGS QUAD   -  WOLBACH SW (1974)
 ML0201
 ML0201                         *CURRENT SURVEY CONTROL
 ML0201  ___________________________________________________________________
 ML0201* NAD 83(1986)-  41 17 09.     (N)    098 24 55.     (W)     SCALED    
 ML0201* NAVD 88     -       558.938  (meters)    1833.78   (feet)  ADJUSTED  
 ML0201  ___________________________________________________________________
 ML0201  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 ML0201  DYNAMIC HT  -         558.659 (meters)    1832.87  (feet)  COMP
 ML0201  MODELED GRAV-     980,107.2   (mgal)                       NAVD 88
 ML0201
 ML0201  VERT ORDER  -  SECOND    CLASS 0
 ML0201
 ML0201.The horizontal coordinates were scaled from a topographic map and have
 ML0201.an estimated accuracy of +/- 6 seconds.
 ML0201
 ML0201.The orthometric height was determined by differential leveling
 ML0201.and adjusted by the National Geodetic Survey in June 1991..
 ML0201
 ML0201.The geoid height was determined by GEOID03.
 ML0201
 ML0201.The dynamic height is computed by dividing the NAVD 88
 ML0201.geopotential number by the normal gravity value computed on the
 ML0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0201.degrees latitude (g = 980.6199 gals.).
 ML0201
 ML0201.The modeled gravity was interpolated from observed gravity values.
 ML0201
 ML0201;                    North         East    Units  Estimated Accuracy
 ML0201;SPC NE       -   162,480.      632,700.      MT  (+/- 180 meters Scaled)
 ML0201
 ML0201                          SUPERSEDED SURVEY CONTROL
 ML0201
 ML0201  NGVD 29 (??/??/92)  558.694  (m)         1832.98   (f) ADJ UNCH    2 0
 ML0201
 ML0201.Superseded values are not recommended for survey control.
 ML0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0201.See file dsdata.txt to determine how the superseded data were derived.
 ML0201
 ML0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL489706(NAD 83)
 ML0201_MARKER: DD = SURVEY DISK
 ML0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0201_STAMPING: 22 391
 ML0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0201+STABILITY: SURFACE MOTION
 ML0201
 ML0201  HISTORY     - Date     Condition        Report By
 ML0201  HISTORY     - UNK      MONUMENTED       BOR
 ML0201  HISTORY     - 1950     GOOD             NGS
 ML0201
 ML0201                          STATION DESCRIPTION
 ML0201
 ML0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0201'3.2 MI SW FROM CUSHING.
 ML0201'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 ML0201'AT CUSHING, ON TOP OF A HILL.  38 FEET SOUTH OF THE CENTER LINE
 ML0201'OF THE HIGHWAY, 45 FEET WEST OF THE NORTHWEST CORNER OF A PUMP
 ML0201'HOUSE, 24 FEET WEST OF THE CENTER OF A GATE, 3 FEET SOUTH OF
 ML0201'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 ML0201'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0667 ***********************************************************************
 LH0667  DESIGNATION -  22 WR
 LH0667  PID         -  LH0667
 LH0667  STATE/COUNTY-  NE/BUFFALO
 LH0667  USGS QUAD   -  MILLER NE (1962)
 LH0667
 LH0667                         *CURRENT SURVEY CONTROL
 LH0667  ___________________________________________________________________
 LH0667* NAD 83(1986)-  40 59 18.     (N)    099 18 52.     (W)     SCALED    
 LH0667* NAVD 88     -       711.273  (meters)    2333.57   (feet)  ADJUSTED  
 LH0667  ___________________________________________________________________
 LH0667  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 LH0667  DYNAMIC HT  -         710.881 (meters)    2332.28  (feet)  COMP
 LH0667  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 LH0667
 LH0667  VERT ORDER  -  SECOND    CLASS 0
 LH0667
 LH0667.The horizontal coordinates were scaled from a topographic map and have
 LH0667.an estimated accuracy of +/- 6 seconds.
 LH0667
 LH0667.The orthometric height was determined by differential leveling
 LH0667.and adjusted by the National Geodetic Survey in June 1991..
 LH0667
 LH0667.The geoid height was determined by GEOID03.
 LH0667
 LH0667.The dynamic height is computed by dividing the NAVD 88
 LH0667.geopotential number by the normal gravity value computed on the
 LH0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0667.degrees latitude (g = 980.6199 gals.).
 LH0667
 LH0667.The modeled gravity was interpolated from observed gravity values.
 LH0667
 LH0667;                    North         East    Units  Estimated Accuracy
 LH0667;SPC NE       -   128,460.      557,670.      MT  (+/- 180 meters Scaled)
 LH0667
 LH0667                          SUPERSEDED SURVEY CONTROL
 LH0667
 LH0667  NGVD 29 (??/??/92)  711.023  (m)         2332.75   (f) ADJ UNCH    2 0
 LH0667
 LH0667.Superseded values are not recommended for survey control.
 LH0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0667.See file dsdata.txt to determine how the superseded data were derived.
 LH0667
 LH0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML735375(NAD 83)
 LH0667_MARKER: DD = SURVEY DISK
 LH0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0667_STAMPING: 22 WR TT 1949
 LH0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0667+STABILITY: SURFACE MOTION
 LH0667
 LH0667  HISTORY     - Date     Condition        Report By
 LH0667  HISTORY     - 1949     MONUMENTED       USGS
 LH0667  HISTORY     - 1949     GOOD             NGS
 LH0667
 LH0667                          STATION DESCRIPTION
 LH0667
 LH0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LH0667'7.9 MI NE FROM MILLER.
 LH0667'4.1 MILES NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE JUNCTION
 LH0667'OF U.S. HIGHWAY NO. 183 WITH STATE HIGHWAY NO. 40 AT MILLER,
 LH0667'THENCE 3.8 MILES EAST ALONG A COUNTY ROAD, 0.1 MILE WEST OF
 LH0667'THE NORTHEAST CORNER OF SECTION 25, T. 18 N., R. 18 W., AT A
 LH0667'T-JUNCTION OF ROADS, AT THE SUMMIT OF A HILL, 38 FEET SOUTH OF
 LH0667'THE CENTER LINE OF THE EAST-WEST ROAD, 21 FEET EAST OF THE
 LH0667'CENTER LINE OF A PRIVATE ROAD LEADING SOUTH TO A FARMHOUSE,
 LH0667'4 FEET EAST OF A CORNER FENCE POST, 1.5 FEET NORTH OF A FENCE,
 LH0667'1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0667'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0568 ***********************************************************************
 ML0568  DESIGNATION -  2259.1
 ML0568  PID         -  ML0568
 ML0568  STATE/COUNTY-  NE/LOUP
 ML0568  USGS QUAD   -  TAYLOR (1978)
 ML0568
 ML0568                         *CURRENT SURVEY CONTROL
 ML0568  ___________________________________________________________________
 ML0568* NAD 83(1986)-  41 46 35.     (N)    099 22 46.     (W)     SCALED    
 ML0568* NAVD 88     -       688.818  (meters)    2259.90   (feet)  ADJUSTED  
 ML0568  ___________________________________________________________________
 ML0568  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 ML0568  DYNAMIC HT  -         688.486 (meters)    2258.81  (feet)  COMP
 ML0568  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 ML0568
 ML0568  VERT ORDER  -  FIRST     CLASS II
 ML0568
 ML0568.The horizontal coordinates were scaled from a topographic map and have
 ML0568.an estimated accuracy of +/- 6 seconds.
 ML0568
 ML0568.The orthometric height was determined by differential leveling
 ML0568.and adjusted by the National Geodetic Survey in June 1991..
 ML0568
 ML0568.The geoid height was determined by GEOID03.
 ML0568
 ML0568.The dynamic height is computed by dividing the NAVD 88
 ML0568.geopotential number by the normal gravity value computed on the
 ML0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0568.degrees latitude (g = 980.6199 gals.).
 ML0568
 ML0568.The modeled gravity was interpolated from observed gravity values.
 ML0568
 ML0568;                    North         East    Units  Estimated Accuracy
 ML0568;SPC NE       -   215,910.      551,580.      MT  (+/- 180 meters Scaled)
 ML0568
 ML0568                          SUPERSEDED SURVEY CONTROL
 ML0568
 ML0568  NGVD 29 (??/??/92)  688.563  (m)         2259.06   (f) ADJ UNCH    1 2
 ML0568
 ML0568.Superseded values are not recommended for survey control.
 ML0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0568.See file dsdata.txt to determine how the superseded data were derived.
 ML0568
 ML0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM684250(NAD 83)
 ML0568_MARKER: X = CHISELED CROSS
 ML0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0568_SP_SET: BRIDGE
 ML0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0568
 ML0568  HISTORY     - Date     Condition        Report By
 ML0568  HISTORY     - UNK      MONUMENTED       NEDR
 ML0568  HISTORY     - 1933     GOOD             NGS
 ML0568  HISTORY     - 1935     GOOD             NGS
 ML0568
 ML0568                          STATION DESCRIPTION
 ML0568
 ML0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0568'0.4 MI N FROM TAYLOR.
 ML0568'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 183 FROM TAYLOR, LOUP
 ML0568'COUNTY, AT THE BRIDGE OVER NORTH LOUP RIVER, ON THE TOP OF THE
 ML0568'SOUTHEAST WING WALL, AND 6 INCHES NORTH OF THE SOUTH END.  A
 ML0568'CHISELED CROSS.
 ML0568
 ML0568                          STATION RECOVERY (1935)
 ML0568
 ML0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 ML0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0951 ***********************************************************************
 ML0951  DESIGNATION -  23 HK
 ML0951  PID         -  ML0951
 ML0951  STATE/COUNTY-  NE/BLAINE
 ML0951  USGS QUAD   -  ALMERIA SW (1952)
 ML0951
 ML0951                         *CURRENT SURVEY CONTROL
 ML0951  ___________________________________________________________________
 ML0951* NAD 83(1986)-  41 52 00.     (N)    099 42 24.     (W)     SCALED    
 ML0951* NAVD 88     -       772.731  (meters)    2535.20   (feet)  ADJUSTED  
 ML0951  ___________________________________________________________________
 ML0951  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 ML0951  DYNAMIC HT  -         772.356 (meters)    2533.97  (feet)  COMP
 ML0951  MODELED GRAV-     980,111.3   (mgal)                       NAVD 88
 ML0951
 ML0951  VERT ORDER  -  SECOND    CLASS 0
 ML0951
 ML0951.The horizontal coordinates were scaled from a topographic map and have
 ML0951.an estimated accuracy of +/- 6 seconds.
 ML0951
 ML0951.The orthometric height was determined by differential leveling
 ML0951.and adjusted by the National Geodetic Survey in June 1991..
 ML0951
 ML0951.The geoid height was determined by GEOID03.
 ML0951
 ML0951.The dynamic height is computed by dividing the NAVD 88
 ML0951.geopotential number by the normal gravity value computed on the
 ML0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0951.degrees latitude (g = 980.6199 gals.).
 ML0951
 ML0951.The modeled gravity was interpolated from observed gravity values.
 ML0951
 ML0951;                    North         East    Units  Estimated Accuracy
 ML0951;SPC NE       -   225,790.      524,350.      MT  (+/- 180 meters Scaled)
 ML0951
 ML0951                          SUPERSEDED SURVEY CONTROL
 ML0951
 ML0951  NGVD 29 (??/??/92)  772.454  (m)         2534.29   (f) ADJ UNCH    2 0
 ML0951
 ML0951.Superseded values are not recommended for survey control.
 ML0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0951.See file dsdata.txt to determine how the superseded data were derived.
 ML0951
 ML0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM413352(NAD 83)
 ML0951_MARKER: DB = BENCH MARK DISK
 ML0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0951_STAMPING: 23 HK 1949
 ML0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0951+STABILITY: SURFACE MOTION
 ML0951
 ML0951  HISTORY     - Date     Condition        Report By
 ML0951  HISTORY     - 1949     MONUMENTED       USGS
 ML0951  HISTORY     - 1950     GOOD             NGS
 ML0951
 ML0951                          STATION DESCRIPTION
 ML0951
 ML0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0951'AT BREWSTER.
 ML0951'8.7 MILES EAST ALONG STATE HIGHWAY 91 FROM THE COURTHOUSE AT
 ML0951'BREWSTER, THENCE 4.6 MILES SOUTH ALONG A WINDING SAND ROAD,
 ML0951'0.2 MILE EAST OF A FARMHOUSE, 290 FEET WEST OF A CATTLE GUARD,
 ML0951'20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT NORTH
 ML0951'OF A FENCE, 1.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 ML0951'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0460 ***********************************************************************
 LG0460  DESIGNATION -  23 M
 LG0460  PID         -  LG0460
 LG0460  STATE/COUNTY-  NE/FILLMORE
 LG0460  USGS QUAD   -  EXETER (1969)
 LG0460
 LG0460                         *CURRENT SURVEY CONTROL
 LG0460  ___________________________________________________________________
 LG0460* NAD 83(1986)-  40 37 34.     (N)    097 26 40.     (W)     SCALED    
 LG0460* NAVD 88     -       489.948  (meters)    1607.44   (feet)  ADJUSTED  
 LG0460  ___________________________________________________________________
 LG0460  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 LG0460  DYNAMIC HT  -         489.678 (meters)    1606.55  (feet)  COMP
 LG0460  MODELED GRAV-     980,058.4   (mgal)                       NAVD 88
 LG0460
 LG0460  VERT ORDER  -  FIRST     CLASS II
 LG0460
 LG0460.The horizontal coordinates were scaled from a topographic map and have
 LG0460.an estimated accuracy of +/- 6 seconds.
 LG0460
 LG0460.The orthometric height was determined by differential leveling
 LG0460.and adjusted by the National Geodetic Survey in June 1991..
 LG0460
 LG0460.The geoid height was determined by GEOID03.
 LG0460
 LG0460.The dynamic height is computed by dividing the NAVD 88
 LG0460.geopotential number by the normal gravity value computed on the
 LG0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0460.degrees latitude (g = 980.6199 gals.).
 LG0460
 LG0460.The modeled gravity was interpolated from observed gravity values.
 LG0460
 LG0460;                    North         East    Units  Estimated Accuracy
 LG0460;SPC NE       -    91,220.      716,140.      MT  (+/- 180 meters Scaled)
 LG0460
 LG0460                          SUPERSEDED SURVEY CONTROL
 LG0460
 LG0460  NGVD 29 (??/??/92)  489.781  (m)         1606.89   (f) ADJ UNCH    1 2
 LG0460
 LG0460.Superseded values are not recommended for survey control.
 LG0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0460.See file dsdata.txt to determine how the superseded data were derived.
 LG0460
 LG0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK315984(NAD 83)
 LG0460_MARKER: DD = SURVEY DISK
 LG0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0460_STAMPING: 1607 23 M 1935
 LG0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0460+STABILITY: SURFACE MOTION
 LG0460
 LG0460  HISTORY     - Date     Condition        Report By
 LG0460  HISTORY     - 1935     MONUMENTED       CGS
 LG0460  HISTORY     - 1940     GOOD             NGS
 LG0460  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0460
 LG0460                          STATION DESCRIPTION
 LG0460
 LG0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0460'0.3 MI E FROM EXETER.
 LG0460'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0460'FROM THE STATION AT EXETER, FILLMORE COUNTY, 1.4 MILES SOUTH ALONG
 LG0460'A GRAVEL COUNTY ROAD, AT THE CORNER COMMON TO SECTIONS 28.29, 32,
 LG0460'AND 33, T 8 N, R 1 W, AT THE INTERSECTION OF AN EAST-AND-WEST
 LG0460'ROAD, 39 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD,
 LG0460'39 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, AND 5 FEET
 LG0460'NORTH OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LG0460'DISK, STAMPED 1607 23 M 1935 AND SET IN THE TOP OF A CONCRETE
 LG0460'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 LG0460
 LG0460                          STATION RECOVERY (1991)
 LG0460
 LG0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0460'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0669 ***********************************************************************
 LH0669  DESIGNATION -  23 WR
 LH0669  PID         -  LH0669
 LH0669  STATE/COUNTY-  NE/BUFFALO
 LH0669  USGS QUAD   -  MILLER NE (1962)
 LH0669
 LH0669                         *CURRENT SURVEY CONTROL
 LH0669  ___________________________________________________________________
 LH0669* NAD 83(1986)-  40 59 20.     (N)    099 16 24.     (W)     SCALED    
 LH0669* NAVD 88     -       690.184  (meters)    2264.38   (feet)  ADJUSTED  
 LH0669  ___________________________________________________________________
 LH0669  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 LH0669  DYNAMIC HT  -         689.805 (meters)    2263.14  (feet)  COMP
 LH0669  MODELED GRAV-     980,052.9   (mgal)                       NAVD 88
 LH0669
 LH0669  VERT ORDER  -  SECOND    CLASS 0
 LH0669
 LH0669.The horizontal coordinates were scaled from a topographic map and have
 LH0669.an estimated accuracy of +/- 6 seconds.
 LH0669
 LH0669.The orthometric height was determined by differential leveling
 LH0669.and adjusted by the National Geodetic Survey in June 1991..
 LH0669
 LH0669.The geoid height was determined by GEOID03.
 LH0669
 LH0669.The dynamic height is computed by dividing the NAVD 88
 LH0669.geopotential number by the normal gravity value computed on the
 LH0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0669.degrees latitude (g = 980.6199 gals.).
 LH0669
 LH0669.The modeled gravity was interpolated from observed gravity values.
 LH0669
 LH0669;                    North         East    Units  Estimated Accuracy
 LH0669;SPC NE       -   128,550.      561,130.      MT  (+/- 180 meters Scaled)
 LH0669
 LH0669                          SUPERSEDED SURVEY CONTROL
 LH0669
 LH0669  NGVD 29 (??/??/92)  689.935  (m)         2263.56   (f) ADJ UNCH    2 0
 LH0669
 LH0669.Superseded values are not recommended for survey control.
 LH0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0669.See file dsdata.txt to determine how the superseded data were derived.
 LH0669
 LH0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML770375(NAD 83)
 LH0669_MARKER: DB = BENCH MARK DISK
 LH0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0669_STAMPING: 23 WR 1949
 LH0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0669+STABILITY: SURFACE MOTION
 LH0669
 LH0669  HISTORY     - Date     Condition        Report By
 LH0669  HISTORY     - 1949     MONUMENTED       USGS
 LH0669  HISTORY     - 1949     GOOD             NGS
 LH0669
 LH0669                          STATION DESCRIPTION
 LH0669
 LH0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LH0669'10 MI NE FROM MILLER.
 LH0669'4.1 MILES NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE JUNCTION
 LH0669'OF U.S. HIGHWAY NO. 183 WITH STATE HIGHWAY NO. 40 AT MILLER,
 LH0669'THENCE 5.9 MILES EAST ALONG A COUNTY ROAD, AT THE SOUTHEAST
 LH0669'CORNER OF SECTION 20, T. 12 N. R. 17 W., ON THE OUTSIDE OF A
 LH0669'CURVE WITH TANGENTS LEADING WEST AND SOUTH, 140 FEET NORTHEAST
 LH0669'OF THE CENTER LINE OF THE ROAD, 42 FEET NORTH OF THE CENTER
 LH0669'LINE OF A FIELD ROAD LEADING EAST, 2.3 FEET SOUTHWEST OF A 3-WAY
 LH0669'CORNER FENCE POST, 2.3 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF
 LH0669'A FENCE, 1.5 FEET NORTHWEST OF A REFERENCE POST, SET IN THE
 LH0669'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LH0669'NOTE-- THIS MARK IS LOCATED 0.9 MILE NORTH OF BENCH MARK K 293.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0254 ***********************************************************************
 NO0254  DESIGNATION -  232 B
 NO0254  PID         -  NO0254
 NO0254  STATE/COUNTY-  NE/HOOKER
 NO0254  USGS QUAD   -  HIRE SE (1987)
 NO0254
 NO0254                         *CURRENT SURVEY CONTROL
 NO0254  ___________________________________________________________________
 NO0254* NAD 83(1986)-  42 02 23.     (N)    101 22 21.     (W)     SCALED    
 NO0254* NAVD 88     -      1054.945  (meters)    3461.10   (feet)  ADJUSTED  
 NO0254  ___________________________________________________________________
 NO0254  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 NO0254  DYNAMIC HT  -        1054.368 (meters)    3459.21  (feet)  COMP
 NO0254  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 NO0254
 NO0254  VERT ORDER  -  SECOND    CLASS 0
 NO0254
 NO0254.The horizontal coordinates were scaled from a topographic map and have
 NO0254.an estimated accuracy of +/- 6 seconds.
 NO0254
 NO0254.The orthometric height was determined by differential leveling
 NO0254.and adjusted by the National Geodetic Survey in June 1991..
 NO0254
 NO0254.The geoid height was determined by GEOID03.
 NO0254
 NO0254.The dynamic height is computed by dividing the NAVD 88
 NO0254.geopotential number by the normal gravity value computed on the
 NO0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0254.degrees latitude (g = 980.6199 gals.).
 NO0254
 NO0254.The modeled gravity was interpolated from observed gravity values.
 NO0254
 NO0254;                    North         East    Units  Estimated Accuracy
 NO0254;SPC NE       -   245,870.      386,400.      MT  (+/- 180 meters Scaled)
 NO0254
 NO0254                          SUPERSEDED SURVEY CONTROL
 NO0254
 NO0254  NGVD 29 (??/??/92) 1054.534  (m)         3459.75   (f) ADJ UNCH    2 0
 NO0254
 NO0254.Superseded values are not recommended for survey control.
 NO0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0254.See file dsdata.txt to determine how the superseded data were derived.
 NO0254
 NO0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM036569(NAD 83)
 NO0254_MARKER: P = PIPE CAP
 NO0254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0254_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NO0254_STAMPING: CB+Q BM 1229.00
 NO0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0254
 NO0254  HISTORY     - Date     Condition        Report By
 NO0254  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0254  HISTORY     - 1934     GOOD             NGS
 NO0254
 NO0254                          STATION DESCRIPTION
 NO0254
 NO0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0254'7.9 MI E FROM WHITMAN.
 NO0254'IN HOOKER COUNTY, 7.9 MILES EAST ALONG THE CHICAGO, BURLINGTON
 NO0254'AND QUINCY RAILROAD FROM THE STATION AT WHITMAN, GRANT COUNTY,
 NO0254'AT MILEPOST 286, AND AT THE NORTH RIGHT-OF-WAY FENCE CORNER.
 NO0254'A CHICAGO, BURLINGTON AND QUINCY RAILROAD STANDARD CAP, STAMPED
 NO0254'CB AND Q BM 1229.00 AND RIVETED ON THE TOP OF A 2-INCH IRON
 NO0254'PIPE PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0250 ***********************************************************************
 NO0250  DESIGNATION -  233 B
 NO0250  PID         -  NO0250
 NO0250  STATE/COUNTY-  NE/GRANT
 NO0250  USGS QUAD   -  HIRE SW (1987)
 NO0250
 NO0250                         *CURRENT SURVEY CONTROL
 NO0250  ___________________________________________________________________
 NO0250* NAD 83(1986)-  42 02 27.     (N)    101 29 07.     (W)     SCALED    
 NO0250* NAVD 88     -      1084.430  (meters)    3557.83   (feet)  ADJUSTED  
 NO0250  ___________________________________________________________________
 NO0250  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 NO0250  DYNAMIC HT  -        1083.837 (meters)    3555.89  (feet)  COMP
 NO0250  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 NO0250
 NO0250  VERT ORDER  -  SECOND    CLASS 0
 NO0250
 NO0250.The horizontal coordinates were scaled from a topographic map and have
 NO0250.an estimated accuracy of +/- 6 seconds.
 NO0250
 NO0250.The orthometric height was determined by differential leveling
 NO0250.and adjusted by the National Geodetic Survey in June 1991..
 NO0250
 NO0250.The geoid height was determined by GEOID03.
 NO0250
 NO0250.The dynamic height is computed by dividing the NAVD 88
 NO0250.geopotential number by the normal gravity value computed on the
 NO0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0250.degrees latitude (g = 980.6199 gals.).
 NO0250
 NO0250.The modeled gravity was interpolated from observed gravity values.
 NO0250
 NO0250;                    North         East    Units  Estimated Accuracy
 NO0250;SPC NE       -   246,150.      377,070.      MT  (+/- 180 meters Scaled)
 NO0250
 NO0250                          SUPERSEDED SURVEY CONTROL
 NO0250
 NO0250  NGVD 29 (??/??/92) 1084.005  (m)         3556.44   (f) ADJ UNCH    2 0
 NO0250
 NO0250.Superseded values are not recommended for survey control.
 NO0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0250.See file dsdata.txt to determine how the superseded data were derived.
 NO0250
 NO0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM943572(NAD 83)
 NO0250_MARKER: P = PIPE CAP
 NO0250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0250_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NO0250_STAMPING: CB+Q BM 1325.50
 NO0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0250
 NO0250  HISTORY     - Date     Condition        Report By
 NO0250  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0250  HISTORY     - 1934     GOOD             NGS
 NO0250
 NO0250                          STATION DESCRIPTION
 NO0250
 NO0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0250'1 MI E FROM WHITMAN.
 NO0250'1.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0250'FROM THE STATION AT WHITMAN, GRANT COUNTY, 3 FEET NORTH OF
 NO0250'MILEPOST 292, AND 14 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 NO0250'A CHICAGO, BURLINGTON AND QUINCY RAILROAD STANDARD CAP, STAMPED
 NO0250'CB+Q BM 1325.50 AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0299 ***********************************************************************
 NO0299  DESIGNATION -  234 A
 NO0299  PID         -  NO0299
 NO0299  STATE/COUNTY-  NE/GRANT
 NO0299  USGS QUAD   -  WHITMAN (1987)
 NO0299
 NO0299                         *CURRENT SURVEY CONTROL
 NO0299  ___________________________________________________________________
 NO0299* NAD 83(1986)-  42 02 26.     (N)    101 30 16.     (W)     SCALED    
 NO0299* NAVD 88     -      1091.252  (meters)    3580.22   (feet)  ADJUSTED  
 NO0299  ___________________________________________________________________
 NO0299  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 NO0299  DYNAMIC HT  -        1090.653 (meters)    3578.25  (feet)  COMP
 NO0299  MODELED GRAV-     980,035.1   (mgal)                       NAVD 88
 NO0299
 NO0299  VERT ORDER  -  SECOND    CLASS 0
 NO0299
 NO0299.The horizontal coordinates were scaled from a topographic map and have
 NO0299.an estimated accuracy of +/- 6 seconds.
 NO0299
 NO0299.The orthometric height was determined by differential leveling
 NO0299.and adjusted by the National Geodetic Survey in June 1991..
 NO0299
 NO0299.The geoid height was determined by GEOID03.
 NO0299
 NO0299.The dynamic height is computed by dividing the NAVD 88
 NO0299.geopotential number by the normal gravity value computed on the
 NO0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0299.degrees latitude (g = 980.6199 gals.).
 NO0299
 NO0299.The modeled gravity was interpolated from observed gravity values.
 NO0299
 NO0299;                    North         East    Units  Estimated Accuracy
 NO0299;SPC NE       -   246,150.      375,480.      MT  (+/- 180 meters Scaled)
 NO0299
 NO0299                          SUPERSEDED SURVEY CONTROL
 NO0299
 NO0299  NGVD 29 (??/??/92) 1090.822  (m)         3578.81   (f) ADJ UNCH    2 0
 NO0299
 NO0299.Superseded values are not recommended for survey control.
 NO0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0299.See file dsdata.txt to determine how the superseded data were derived.
 NO0299
 NO0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM927573(NAD 83)
 NO0299_MARKER: P = PIPE CAP
 NO0299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0299_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NO0299_STAMPING: CB+Q BM 1348.00
 NO0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0299
 NO0299  HISTORY     - Date     Condition        Report By
 NO0299  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0299  HISTORY     - 1934     GOOD             NGS
 NO0299
 NO0299                          STATION DESCRIPTION
 NO0299
 NO0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0299'0.9 MI E FROM WHITMAN.
 NO0299'0.9 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0299'FROM THE STATION AT WHITMAN, GRANT COUNTY, AT MILEPOST 293, AND
 NO0299'98 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A CHICAGO,
 NO0299'BURLINGTON AND QUINCY RAILROAD STANDARD CAP, STAMPED CB AND Q
 NO0299'BM 1348.00 AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE
 NO0299'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0296 ***********************************************************************
 NO0296  DESIGNATION -  235 B
 NO0296  PID         -  NO0296
 NO0296  STATE/COUNTY-  NE/GRANT
 NO0296  USGS QUAD   -  WHITMAN (1987)
 NO0296
 NO0296                         *CURRENT SURVEY CONTROL
 NO0296  ___________________________________________________________________
 NO0296* NAD 83(1986)-  42 01 58.     (N)    101 33 40.     (W)     SCALED    
 NO0296* NAVD 88     -      1096.123  (meters)    3596.20   (feet)  ADJUSTED  
 NO0296  ___________________________________________________________________
 NO0296  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 NO0296  DYNAMIC HT  -        1095.522 (meters)    3594.23  (feet)  COMP
 NO0296  MODELED GRAV-     980,035.8   (mgal)                       NAVD 88
 NO0296
 NO0296  VERT ORDER  -  SECOND    CLASS 0
 NO0296
 NO0296.The horizontal coordinates were scaled from a topographic map and have
 NO0296.an estimated accuracy of +/- 6 seconds.
 NO0296
 NO0296.The orthometric height was determined by differential leveling
 NO0296.and adjusted by the National Geodetic Survey in June 1991..
 NO0296
 NO0296.The geoid height was determined by GEOID03.
 NO0296
 NO0296.The dynamic height is computed by dividing the NAVD 88
 NO0296.geopotential number by the normal gravity value computed on the
 NO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0296.degrees latitude (g = 980.6199 gals.).
 NO0296
 NO0296.The modeled gravity was interpolated from observed gravity values.
 NO0296
 NO0296;                    North         East    Units  Estimated Accuracy
 NO0296;SPC NE       -   245,360.      370,770.      MT  (+/- 180 meters Scaled)
 NO0296
 NO0296                          SUPERSEDED SURVEY CONTROL
 NO0296
 NO0296  NGVD 29 (??/??/92) 1095.686  (m)         3594.76   (f) ADJ UNCH    2 0
 NO0296
 NO0296.Superseded values are not recommended for survey control.
 NO0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0296.See file dsdata.txt to determine how the superseded data were derived.
 NO0296
 NO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM879565(NAD 83)
 NO0296_MARKER: P = PIPE CAP
 NO0296_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0296_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NO0296_STAMPING: CB+Q BM 1364
 NO0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0296
 NO0296  HISTORY     - Date     Condition        Report By
 NO0296  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0296  HISTORY     - 1934     GOOD             NGS
 NO0296  HISTORY     - 19851008 MARK NOT FOUND   USPSQD
 NO0296
 NO0296                          STATION DESCRIPTION
 NO0296
 NO0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0296'2 MI W FROM WHITMAN.
 NO0296'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0296'FROM THE STATION AT WHITMAN, GRANT COUNTY, 0.1 MILE EAST OF
 NO0296'MILEPOST 296, AND ABOUT  FEET UNDER GROUND.  A CHICAGO, BURLINGTON
 NO0296'AND QUINCY RAILROAD STANDARD CAP, STAMPED CB+Q BM 1364 AND
 NO0296'RIVETED ON THE TOP OF A 2-INCH IRON PIPE.
 NO0296
 NO0296                          STATION RECOVERY (1985)
 NO0296
 NO0296'RECOVERY NOTE BY US POWER SQUADRON 1985 (DNB)
 NO0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0295 ***********************************************************************
 NO0295  DESIGNATION -  236 A
 NO0295  PID         -  NO0295
 NO0295  STATE/COUNTY-  NE/GRANT
 NO0295  USGS QUAD   -  WHITMAN (1987)
 NO0295
 NO0295                         *CURRENT SURVEY CONTROL
 NO0295  ___________________________________________________________________
 NO0295* NAD 83(1986)-  42 01 53.     (N)    101 34 47.     (W)     SCALED    
 NO0295* NAVD 88     -      1100.050  (meters)    3609.08   (feet)  ADJUSTED  
 NO0295  ___________________________________________________________________
 NO0295  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 NO0295  DYNAMIC HT  -        1099.447 (meters)    3607.10  (feet)  COMP
 NO0295  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 NO0295
 NO0295  VERT ORDER  -  SECOND    CLASS 0
 NO0295
 NO0295.The horizontal coordinates were scaled from a topographic map and have
 NO0295.an estimated accuracy of +/- 6 seconds.
 NO0295
 NO0295.The orthometric height was determined by differential leveling
 NO0295.and adjusted by the National Geodetic Survey in June 1991..
 NO0295
 NO0295.The geoid height was determined by GEOID03.
 NO0295
 NO0295.The dynamic height is computed by dividing the NAVD 88
 NO0295.geopotential number by the normal gravity value computed on the
 NO0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0295.degrees latitude (g = 980.6199 gals.).
 NO0295
 NO0295.The modeled gravity was interpolated from observed gravity values.
 NO0295
 NO0295;                    North         East    Units  Estimated Accuracy
 NO0295;SPC NE       -   245,240.      369,230.      MT  (+/- 180 meters Scaled)
 NO0295
 NO0295                          SUPERSEDED SURVEY CONTROL
 NO0295
 NO0295  NGVD 29 (??/??/92) 1099.612  (m)         3607.64   (f) ADJ UNCH    2 0
 NO0295
 NO0295.Superseded values are not recommended for survey control.
 NO0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0295.See file dsdata.txt to determine how the superseded data were derived.
 NO0295
 NO0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM864564(NAD 83)
 NO0295_MARKER: P = PIPE CAP
 NO0295_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0295_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NO0295_STAMPING: CB+Q BM 1377.00
 NO0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0295
 NO0295  HISTORY     - Date     Condition        Report By
 NO0295  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0295  HISTORY     - 1934     GOOD             NGS
 NO0295
 NO0295                          STATION DESCRIPTION
 NO0295
 NO0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0295'3.1 MI W FROM WHITMAN.
 NO0295'3.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0295'FROM THE STATION AT WHITMAN, GRANT COUNTY, AT MILEPOST 297, AND
 NO0295'99 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A CHICAGO,
 NO0295'BURLINGTON AND QUINCY RAILROAD STANDARD CAP, STAMPED CB AND Q
 NO0295'BM 1377.00 AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE
 NO0295'PROJECTING ABOUT 9 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0293 ***********************************************************************
 NO0293  DESIGNATION -  236 B
 NO0293  PID         -  NO0293
 NO0293  STATE/COUNTY-  NE/GRANT
 NO0293  USGS QUAD   -  WHITMAN (1987)
 NO0293
 NO0293                         *CURRENT SURVEY CONTROL
 NO0293  ___________________________________________________________________
 NO0293* NAD 83(1986)-  42 01 30.     (N)    101 36 56.     (W)     SCALED    
 NO0293* NAVD 88     -      1109.514  (meters)    3640.13   (feet)  ADJUSTED  
 NO0293  ___________________________________________________________________
 NO0293  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 NO0293  DYNAMIC HT  -        1108.910 (meters)    3638.15  (feet)  COMP
 NO0293  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 NO0293
 NO0293  VERT ORDER  -  SECOND    CLASS 0
 NO0293
 NO0293.The horizontal coordinates were scaled from a topographic map and have
 NO0293.an estimated accuracy of +/- 6 seconds.
 NO0293
 NO0293.The orthometric height was determined by differential leveling
 NO0293.and adjusted by the National Geodetic Survey in June 1991..
 NO0293
 NO0293.The geoid height was determined by GEOID03.
 NO0293
 NO0293.The dynamic height is computed by dividing the NAVD 88
 NO0293.geopotential number by the normal gravity value computed on the
 NO0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0293.degrees latitude (g = 980.6199 gals.).
 NO0293
 NO0293.The modeled gravity was interpolated from observed gravity values.
 NO0293
 NO0293;                    North         East    Units  Estimated Accuracy
 NO0293;SPC NE       -   244,580.      366,250.      MT  (+/- 180 meters Scaled)
 NO0293
 NO0293                          SUPERSEDED SURVEY CONTROL
 NO0293
 NO0293  NGVD 29 (??/??/92) 1109.078  (m)         3638.70   (f) ADJ UNCH    2 0
 NO0293
 NO0293.Superseded values are not recommended for survey control.
 NO0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0293.See file dsdata.txt to determine how the superseded data were derived.
 NO0293
 NO0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM834558(NAD 83)
 NO0293_MARKER: P = PIPE CAP
 NO0293_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0293_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NO0293_STAMPING: CB+Q BM 1407.92
 NO0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0293
 NO0293  HISTORY     - Date     Condition        Report By
 NO0293  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0293  HISTORY     - 1934     GOOD             NGS
 NO0293
 NO0293                          STATION DESCRIPTION
 NO0293
 NO0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0293'5 MI W FROM WHITMAN.
 NO0293'5.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0293'FROM THE STATION AT WHITMAN, GRANT COUNTY, AT MILEPOST 299, AND
 NO0293'1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A CHICAGO, BURLINGTON
 NO0293'AND QUINCY RAILROAD STANDARD CAP, STAMPED CB+Q BM 1407.92 AND
 NO0293'RIVETED ON THE TOP OF A 2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0291 ***********************************************************************
 NO0291  DESIGNATION -  237
 NO0291  PID         -  NO0291
 NO0291  STATE/COUNTY-  NE/GRANT
 NO0291  USGS QUAD   -  FRYE LAKE (1987)
 NO0291
 NO0291                         *CURRENT SURVEY CONTROL
 NO0291  ___________________________________________________________________
 NO0291* NAD 83(1986)-  42 00 46.     (N)    101 39 14.     (W)     SCALED    
 NO0291* NAVD 88     -      1114.184  (meters)    3655.45   (feet)  ADJUSTED  
 NO0291  ___________________________________________________________________
 NO0291  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 NO0291  DYNAMIC HT  -        1113.578 (meters)    3653.46  (feet)  COMP
 NO0291  MODELED GRAV-     980,039.6   (mgal)                       NAVD 88
 NO0291
 NO0291  VERT ORDER  -  SECOND    CLASS 0
 NO0291
 NO0291.The horizontal coordinates were scaled from a topographic map and have
 NO0291.an estimated accuracy of +/- 6 seconds.
 NO0291
 NO0291.The orthometric height was determined by differential leveling
 NO0291.and adjusted by the National Geodetic Survey in June 1991..
 NO0291
 NO0291.The geoid height was determined by GEOID03.
 NO0291
 NO0291.The dynamic height is computed by dividing the NAVD 88
 NO0291.geopotential number by the normal gravity value computed on the
 NO0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0291.degrees latitude (g = 980.6199 gals.).
 NO0291
 NO0291.The modeled gravity was interpolated from observed gravity values.
 NO0291
 NO0291;                    North         East    Units  Estimated Accuracy
 NO0291;SPC NE       -   243,290.      363,050.      MT  (+/- 180 meters Scaled)
 NO0291
 NO0291                          SUPERSEDED SURVEY CONTROL
 NO0291
 NO0291  NGVD 29 (??/??/92) 1113.743  (m)         3654.01   (f) ADJ UNCH    2 0
 NO0291
 NO0291.Superseded values are not recommended for survey control.
 NO0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0291.See file dsdata.txt to determine how the superseded data were derived.
 NO0291
 NO0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM802546(NAD 83)
 NO0291_MARKER: P = PIPE CAP
 NO0291_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0291_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NO0291_STAMPING: CB+Q BM 1423.00
 NO0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0291
 NO0291  HISTORY     - Date     Condition        Report By
 NO0291  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0291  HISTORY     - 1934     GOOD             NGS
 NO0291  HISTORY     - 1981     GOOD             NEDR
 NO0291
 NO0291                          STATION DESCRIPTION
 NO0291
 NO0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0291'5.9 MI E FROM HYANNIS.
 NO0291'5.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0291'FROM THE STATION AT HYANNIS, GRANT COUNTY, NORTH OF MILEPOST
 NO0291'301, 99 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1.0 FOOT
 NO0291'SOUTH OF THE FENCE.  A CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0291'STANDARD CAP, STAMPED CB AND Q BM 1423.00 AND RIVETED ON THE
 NO0291'TOP OF AN IRON PIPE.
 NO0291
 NO0291                          STATION RECOVERY (1981)
 NO0291
 NO0291'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1981
 NO0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0292 ***********************************************************************
 NO0292  DESIGNATION -  237 A
 NO0292  PID         -  NO0292
 NO0292  STATE/COUNTY-  NE/GRANT
 NO0292  USGS QUAD   -  FRYE LAKE (1987)
 NO0292
 NO0292                         *CURRENT SURVEY CONTROL
 NO0292  ___________________________________________________________________
 NO0292* NAD 83(1986)-  42 01 07.     (N)    101 38 17.     (W)     SCALED    
 NO0292* NAVD 88     -      1111.127  (meters)    3645.42   (feet)  ADJUSTED  
 NO0292  ___________________________________________________________________
 NO0292  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 NO0292  DYNAMIC HT  -        1110.525 (meters)    3643.45  (feet)  COMP
 NO0292  MODELED GRAV-     980,041.6   (mgal)                       NAVD 88
 NO0292
 NO0292  VERT ORDER  -  SECOND    CLASS 0
 NO0292
 NO0292.The horizontal coordinates were scaled from a topographic map and have
 NO0292.an estimated accuracy of +/- 6 seconds.
 NO0292
 NO0292.The orthometric height was determined by differential leveling
 NO0292.and adjusted by the National Geodetic Survey in June 1991..
 NO0292
 NO0292.The geoid height was determined by GEOID03.
 NO0292
 NO0292.The dynamic height is computed by dividing the NAVD 88
 NO0292.geopotential number by the normal gravity value computed on the
 NO0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0292.degrees latitude (g = 980.6199 gals.).
 NO0292
 NO0292.The modeled gravity was interpolated from observed gravity values.
 NO0292
 NO0292;                    North         East    Units  Estimated Accuracy
 NO0292;SPC NE       -   243,910.      364,370.      MT  (+/- 180 meters Scaled)
 NO0292
 NO0292                          SUPERSEDED SURVEY CONTROL
 NO0292
 NO0292  NGVD 29 (??/??/92) 1110.691  (m)         3643.99   (f) ADJ UNCH    2 0
 NO0292
 NO0292.Superseded values are not recommended for survey control.
 NO0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0292.See file dsdata.txt to determine how the superseded data were derived.
 NO0292
 NO0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM815552(NAD 83)
 NO0292_MARKER: P = PIPE CAP
 NO0292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0292_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NO0292_STAMPING: CB+Q BM 1413.03
 NO0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0292
 NO0292  HISTORY     - Date     Condition        Report By
 NO0292  HISTORY     - UNK      MONUMENTED       CBQRR
 NO0292  HISTORY     - 1934     GOOD             NGS
 NO0292
 NO0292                          STATION DESCRIPTION
 NO0292
 NO0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0292'6.1 MI W FROM WHITMAN.
 NO0292'6.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0292'FROM THE STATION AT WHITMAN, GRANT COUNTY, AT MILEPOST 300, 15
 NO0292'RAILS WEST OF A TELEPHONE BOOTH, 99 FEET NORTH OF THE CENTERLINE
 NO0292'OF THE TRACK, AND 0.5 FOOT SOUTH OF THE FENCE.  A CHICAGO,
 NO0292'BURLINGTON AND QUINCY RAILROAD STANDARD CAP, STAMPED CB AND Q
 NO0292'BM 1413.03 AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0015 ***********************************************************************
 MM0015  DESIGNATION -  238 A
 MM0015  PID         -  MM0015
 MM0015  STATE/COUNTY-  NE/BLAINE
 MM0015  USGS QUAD   -  DUNNING (1986)
 MM0015
 MM0015                         *CURRENT SURVEY CONTROL
 MM0015  ___________________________________________________________________
 MM0015* NAD 83(1986)-  41 49 19.     (N)    100 06 03.     (W)     SCALED    
 MM0015* NAVD 88     -       800.995  (meters)    2627.93   (feet)  ADJUSTED  
 MM0015  ___________________________________________________________________
 MM0015  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 MM0015  DYNAMIC HT  -         800.580 (meters)    2626.57  (feet)  COMP
 MM0015  MODELED GRAV-     980,078.1   (mgal)                       NAVD 88
 MM0015
 MM0015  VERT ORDER  -  SECOND    CLASS 0
 MM0015
 MM0015.The horizontal coordinates were scaled from a topographic map and have
 MM0015.an estimated accuracy of +/- 6 seconds.
 MM0015
 MM0015.The orthometric height was determined by differential leveling
 MM0015.and adjusted by the National Geodetic Survey in June 1991..
 MM0015
 MM0015.The geoid height was determined by GEOID03.
 MM0015
 MM0015.The dynamic height is computed by dividing the NAVD 88
 MM0015.geopotential number by the normal gravity value computed on the
 MM0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0015.degrees latitude (g = 980.6199 gals.).
 MM0015
 MM0015.The modeled gravity was interpolated from observed gravity values.
 MM0015
 MM0015;                    North         East    Units  Estimated Accuracy
 MM0015;SPC NE       -   220,790.      491,630.      MT  (+/- 180 meters Scaled)
 MM0015
 MM0015                          SUPERSEDED SURVEY CONTROL
 MM0015
 MM0015  NGVD 29 (??/??/92)  800.700  (m)         2626.96   (f) ADJ UNCH    2 0
 MM0015
 MM0015.Superseded values are not recommended for survey control.
 MM0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0015.See file dsdata.txt to determine how the superseded data were derived.
 MM0015
 MM0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM085305(NAD 83)
 MM0015_MARKER: DD = SURVEY DISK
 MM0015_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MM0015_SP_SET: RAILROAD BRIDGE PIER
 MM0015_STAMPING: C.B.Q.B.M.
 MM0015_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0015+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1991
 MM0015
 MM0015  HISTORY     - Date     Condition        Report By
 MM0015  HISTORY     - UNK      MONUMENTED       CBQRR
 MM0015  HISTORY     - 1950     GOOD             NGS
 MM0015  HISTORY     - 1977     GOOD             BNRR
 MM0015  HISTORY     - 1984     GOOD             NEDR
 MM0015  HISTORY     - 19910417 GOOD             NEDR
 MM0015
 MM0015                          STATION DESCRIPTION
 MM0015
 MM0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MM0015'0.6 MI SE FROM DUNNING.
 MM0015'0.6 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0015'RAILROAD FROM THE STATION AT DUNNING, SET IN THE TOP OF THE
 MM0015'SOUTHWEST END OF THE FIRST CONCRETE PIER NORTHWEST OF THE
 MM0015'SOUTHEAST END OF RAILROAD BRIDGE 214.88 OVER STATE HIGHWAY 2,
 MM0015'5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 7 FEET BELOW THE TOP
 MM0015'OF THE RAIL.
 MM0015
 MM0015                          STATION RECOVERY (1977)
 MM0015
 MM0015'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 MM0015'RECOVERED IN GOOD CONDITION.
 MM0015
 MM0015                          STATION RECOVERY (1984)
 MM0015
 MM0015'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1984
 MM0015'APPROX. 12.5' ABOVE GROUND ELEV.
 MM0015
 MM0015                          STATION RECOVERY (1991)
 MM0015
 MM0015'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MM0015'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND STATE
 MM0015'HIGHWAY 2, AT DUNNING, GO SOUTH ON HIGHWAY 2 FOR 0.4 MI (0.6 KM) TO
 MM0015'RAILROAD BRIDGE NUMBER 21488, OVER HIGHWAY 2, AND THE MARK ON THE
 MM0015'SOUTH EDGE OF THE SOUTHEAST BRIDGE PIER.  MARK IS IN SEC 4, T21N,
 MM0015'R24W.  IT IS 79 FT (24.1 M) NORTH FROM THE CENTERLINE OF A COUNTY ROAD
 MM0015'LEADING EAST, 17 FT (5.2 M) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 MM0015'11 FT (3.4 M) NORTH FROM THE CENTERLINE OF THE RAILROAD TRACKS AND IS
 MM0015'12 FT (3.7 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1192 ***********************************************************************
 LG1192  DESIGNATION -  25 A
 LG1192  PID         -  LG1192
 LG1192  STATE/COUNTY-  NE/GAGE
 LG1192  USGS QUAD   -  BEATRICE EAST (1980)
 LG1192
 LG1192                         *CURRENT SURVEY CONTROL
 LG1192  ___________________________________________________________________
 LG1192* NAD 83(1995)-  40 18 22.84161(N)    096 44 53.74349(W)     ADJUSTED  
 LG1192* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 LG1192  ___________________________________________________________________
 LG1192  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 LG1192  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 LG1192
 LG1192  HORZ ORDER  -  THIRD
 LG1192
 LG1192.The horizontal coordinates were established by classical geodetic methods
 LG1192.and adjusted by the National Geodetic Survey in August 1997..
 LG1192
 LG1192.The orthometric height was scaled from a topographic map.
 LG1192
 LG1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1192
 LG1192.The geoid height was determined by GEOID03.
 LG1192
 LG1192;                    North         East     Units Scale Factor Converg.
 LG1192;SPC NE       -    57,716.954   776,334.020   MT  0.99987554   +2 09 17.7
 LG1192;UTM  14      - 4,464,192.422   691,354.123   MT  1.00005076   +1 27 25.3
 LG1192
 LG1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1192!SPC NE       -   0.99994275  x   0.99987554  =   0.99981830
 LG1192!UTM  14      -   0.99994275  x   1.00005076  =   0.99999351
 LG1192
 LG1192                          SUPERSEDED SURVEY CONTROL
 LG1192
 LG1192  NAD 83(1986)-  40 18 22.85110(N)    096 44 53.73850(W) AD(       ) 3
 LG1192  NGVD 29 (02/23/90)  396.00   (m)         1299.2    (f) LEVELING    3  
 LG1192
 LG1192.Superseded values are not recommended for survey control.
 LG1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1192.See file dsdata.txt to determine how the superseded data were derived.
 LG1192
 LG1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9135464192(NAD 83)
 LG1192_MARKER: DB = BENCH MARK DISK
 LG1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1192_SP_SET: CONCRETE POST
 LG1192_STAMPING: 25A 1987
 LG1192_MARK LOGO: NEDR  
 LG1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1192+STABILITY: SURFACE MOTION
 LG1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1192+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LG1192
 LG1192  HISTORY     - Date     Condition        Report By
 LG1192  HISTORY     - 1987     MONUMENTED       NEDR
 LG1192
 LG1192                          STATION DESCRIPTION
 LG1192
 LG1192'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1987
 LG1192'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH FROM BEATRICE,
 LG1192'0.08 KM (0.05 MI) WEST FROM U.S. HIGHWAY 77 AND NEAR THE NORTHEAST
 LG1192'CORNER OF THE BEATRICE MUNICIPAL AIRPORT.
 LG1192'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 WITH U.S.
 LG1192'HIGHWAY 136 AND STATE HIGHWAY 4, IN BEATRICE, GO NORTH ON U.S. HIGHWAY
 LG1192'77 FOR 4.51 KM (2.80 MI) TO A TRACK ROAD ON THE LEFT, JUST SOUTH OF A
 LG1192'FARM IMPLEMENT DEALERSHIP.  TURN LEFT AND GO WEST ALONG THE TRACK ROAD
 LG1192'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.
 LG1192'THE STATION IS A STANDARD NEDR BENCH MARK DISK SET INTO THE TOP OF A
 LG1192'23 CM (8-INCH) ROUND CONCRETE MONUMENT THAT IS RECESSED 3 CM (2
 LG1192'INCHES) BELOW THE GROUND SURFACE.  IT IS 0.35 M (1.1 FT) NORTH FROM A
 LG1192'WITNESS POST AND AN EAST/WEST FENCE LINE.
 LG1192'DESCRIBED BY J.A. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0132 ***********************************************************************
 LJ0132  DESIGNATION -  2561
 LJ0132  PID         -  LJ0132
 LJ0132  STATE/COUNTY-  NE/FRONTIER
 LJ0132  USGS QUAD   -  CURTIS (1956)
 LJ0132
 LJ0132                         *CURRENT SURVEY CONTROL
 LJ0132  ___________________________________________________________________
 LJ0132* NAD 83(1986)-  40 37 40.     (N)    100 30 54.     (W)     SCALED    
 LJ0132* NAVD 88     -       780.186  (meters)    2559.66   (feet)  ADJUSTED  
 LJ0132  ___________________________________________________________________
 LJ0132  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 LJ0132  DYNAMIC HT  -         779.695 (meters)    2558.05  (feet)  COMP
 LJ0132  MODELED GRAV-     979,968.8   (mgal)                       NAVD 88
 LJ0132
 LJ0132  VERT ORDER  -  SECOND    CLASS 0
 LJ0132
 LJ0132.The horizontal coordinates were scaled from a topographic map and have
 LJ0132.an estimated accuracy of +/- 6 seconds.
 LJ0132
 LJ0132.The orthometric height was determined by differential leveling
 LJ0132.and adjusted by the National Geodetic Survey in June 1991..
 LJ0132
 LJ0132.The geoid height was determined by GEOID03.
 LJ0132
 LJ0132.The dynamic height is computed by dividing the NAVD 88
 LJ0132.geopotential number by the normal gravity value computed on the
 LJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0132.degrees latitude (g = 980.6199 gals.).
 LJ0132
 LJ0132.The modeled gravity was interpolated from observed gravity values.
 LJ0132
 LJ0132;                    North         East    Units  Estimated Accuracy
 LJ0132;SPC NE       -    88,340.      456,440.      MT  (+/- 180 meters Scaled)
 LJ0132
 LJ0132                          SUPERSEDED SURVEY CONTROL
 LJ0132
 LJ0132  NGVD 29 (??/??/92)  779.839  (m)         2558.52   (f) ADJ UNCH    2 0
 LJ0132
 LJ0132.Superseded values are not recommended for survey control.
 LJ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0132.See file dsdata.txt to determine how the superseded data were derived.
 LJ0132
 LJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK718985(NAD 83)
 LJ0132_MARKER: P = PIPE CAP
 LJ0132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0132_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LJ0132_STAMPING: 2561 DATUM SIDNEY
 LJ0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0132
 LJ0132  HISTORY     - Date     Condition        Report By
 LJ0132  HISTORY     - UNK      MONUMENTED       USGS
 LJ0132  HISTORY     - 1954     GOOD             USGS
 LJ0132
 LJ0132                          STATION DESCRIPTION
 LJ0132
 LJ0132'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0132'AT CURTIS.
 LJ0132'AT CURTIS, FRONTIER COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LJ0132'RAILROAD, 2 FEET WEST OF THE WEST END OF THE STATION, AND 25 FEET
 LJ0132'SOUTH OF THE CENTERLINE F THE MAIN TRACK.  A UNITED STATES
 LJ0132'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2561 DATUM SIDNEY AND
 LJ0132'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0938 ***********************************************************************
 ML0938  DESIGNATION -  2562.6
 ML0938  PID         -  ML0938
 ML0938  STATE/COUNTY-  NE/BLAINE
 ML0938  USGS QUAD   -  BREWSTER SW (1974)
 ML0938
 ML0938                         *CURRENT SURVEY CONTROL
 ML0938  ___________________________________________________________________
 ML0938* NAD 83(1986)-  41 49 02.     (N)    099 58 15.     (W)     SCALED    
 ML0938* NAVD 88     -       781.893  (meters)    2565.26   (feet)  ADJUSTED  
 ML0938  ___________________________________________________________________
 ML0938  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 ML0938  DYNAMIC HT  -         781.498 (meters)    2563.96  (feet)  COMP
 ML0938  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 ML0938
 ML0938  VERT ORDER  -  SECOND    CLASS 0
 ML0938
 ML0938.The horizontal coordinates were scaled from a topographic map and have
 ML0938.an estimated accuracy of +/- 6 seconds.
 ML0938
 ML0938.The orthometric height was determined by differential leveling
 ML0938.and adjusted by the National Geodetic Survey in June 1991..
 ML0938
 ML0938.The geoid height was determined by GEOID03.
 ML0938
 ML0938.The dynamic height is computed by dividing the NAVD 88
 ML0938.geopotential number by the normal gravity value computed on the
 ML0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0938.degrees latitude (g = 980.6199 gals.).
 ML0938
 ML0938.The modeled gravity was interpolated from observed gravity values.
 ML0938
 ML0938;                    North         East    Units  Estimated Accuracy
 ML0938;SPC NE       -   220,260.      502,420.      MT  (+/- 180 meters Scaled)
 ML0938
 ML0938                          SUPERSEDED SURVEY CONTROL
 ML0938
 ML0938  NGVD 29 (??/??/92)  781.608  (m)         2564.33   (f) ADJ UNCH    2 0
 ML0938
 ML0938.Superseded values are not recommended for survey control.
 ML0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0938.See file dsdata.txt to determine how the superseded data were derived.
 ML0938
 ML0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM193299(NAD 83)
 ML0938_MARKER: N = NAIL
 ML0938_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0938_SP_SET: BRIDGE
 ML0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0938
 ML0938  HISTORY     - Date     Condition        Report By
 ML0938  HISTORY     - UNK      MONUMENTED       USGS
 ML0938  HISTORY     - 1950     GOOD             NGS
 ML0938
 ML0938                          STATION DESCRIPTION
 ML0938
 ML0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0938'8 MI E FROM DUNNING.
 ML0938'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0938'RAILROAD FROM THE STATION AT DUNNING, THENCE 3.3 MILES EAST ALONG
 ML0938'A WINDING SAND ROAD, THENCE 1.0 MILE EAST ALONG A TELEPHONE LINE,
 ML0938'THENCE 2.3 MILES EAST ALONG A SAND ROAD, THENCE 0.35 MILE NORTH
 ML0938'ALONG A SAND ROAD, IN THE CENTER OF THE EAST SIDE OF A WOODEN
 ML0938'BRIDGE OVER THE MIDDLE LOUP RIVER, 233.2 FEET SOUTH OF BENCH
 ML0938'MARK C 314, 147 FEET NORTH OF THE SOUTH END OF THE BRIDGE, 131
 ML0938'FEET SOUTH OF THE NORTH END OF THE BRIDGE, 5.9 FEET EAST OF THE
 ML0938'CENTER LINE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0155 ***********************************************************************
 MN0155  DESIGNATION -  26.35
 MN0155  PID         -  MN0155
 MN0155  STATE/COUNTY-  NE/MORRILL
 MN0155  USGS QUAD   -  ANGORA SE (1965)
 MN0155
 MN0155                         *CURRENT SURVEY CONTROL
 MN0155  ___________________________________________________________________
 MN0155* NAD 83(1986)-  41 47 48.     (N)    103 06 22.     (W)     SCALED    
 MN0155* NAVD 88     -      1237.759  (meters)    4060.88   (feet)  POSTED    
 MN0155  ___________________________________________________________________
 MN0155  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 MN0155  DYNAMIC HT  -        1236.970 (meters)    4058.29  (feet)  COMP
 MN0155  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 MN0155
 MN0155  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MN0155
 MN0155.The horizontal coordinates were scaled from a topographic map and have
 MN0155.an estimated accuracy of +/- 6 seconds.
 MN0155
 MN0155.The orthometric height was determined by differential leveling
 MN0155.and adjusted by the National Geodetic Survey in 1992..
 MN0155.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MN0155.rate of 2.1 thru 3.0 mm/km.
 MN0155
 MN0155.The geoid height was determined by GEOID03.
 MN0155
 MN0155.The dynamic height is computed by dividing the NAVD 88
 MN0155.geopotential number by the normal gravity value computed on the
 MN0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0155.degrees latitude (g = 980.6199 gals.).
 MN0155
 MN0155.The modeled gravity was interpolated from observed gravity values.
 MN0155
 MN0155;                    North         East    Units  Estimated Accuracy
 MN0155;SPC NE       -   222,620.      241,980.      MT  (+/- 180 meters Scaled)
 MN0155
 MN0155                          SUPERSEDED SURVEY CONTROL
 MN0155
 MN0155  NGVD 29 (??/??/92) 1237.144  (m)         4058.86   (f) ADJ UNCH    1 2
 MN0155
 MN0155.Superseded values are not recommended for survey control.
 MN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0155.See file dsdata.txt to determine how the superseded data were derived.
 MN0155
 MN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG573289(NAD 83)
 MN0155_MARKER: R = RIVET
 MN0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0155_SP_SET: UNDERPASS
 MN0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0155
 MN0155  HISTORY     - Date     Condition        Report By
 MN0155  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0155  HISTORY     - 1956     GOOD             NGS
 MN0155  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0155
 MN0155                          STATION DESCRIPTION
 MN0155
 MN0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0155'4.5 MI S FROM ANGORA.
 MN0155'4.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0155'FROM THE STATION AT ANGORA, 7.9 FEET SOUTHEAST OF THE SOUTHEAST
 MN0155'RAIL, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MN0155'NORTHEAST END OF THE SOUTHEAST HEADWALL OF CONCRETE CATTLE
 MN0155'UNDERPASS 26.35, IN THE NORTHWEST 1/4 OF SECTION 15, TOWNSHIP
 MN0155'21 NORTH, RANGE 50 WEST.
 MN0155
 MN0155                          STATION RECOVERY (1985)
 MN0155
 MN0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0155'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0029 ***********************************************************************
 LJ0029  DESIGNATION -  2687
 LJ0029  PID         -  LJ0029
 LJ0029  STATE/COUNTY-  NE/FRONTIER
 LJ0029  USGS QUAD   -  EUSTIS (1970)
 LJ0029
 LJ0029                         *CURRENT SURVEY CONTROL
 LJ0029  ___________________________________________________________________
 LJ0029* NAD 83(1986)-  40 40 15.     (N)    100 06 17.     (W)     SCALED    
 LJ0029* NAVD 88     -       818.733  (meters)    2686.13   (feet)  ADJUSTED  
 LJ0029  ___________________________________________________________________
 LJ0029  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 LJ0029  DYNAMIC HT  -         818.220 (meters)    2684.44  (feet)  COMP
 LJ0029  MODELED GRAV-     979,970.7   (mgal)                       NAVD 88
 LJ0029
 LJ0029  VERT ORDER  -  SECOND    CLASS 0
 LJ0029
 LJ0029.The horizontal coordinates were scaled from a topographic map and have
 LJ0029.an estimated accuracy of +/- 6 seconds.
 LJ0029
 LJ0029.The orthometric height was determined by differential leveling
 LJ0029.and adjusted by the National Geodetic Survey in June 1991..
 LJ0029
 LJ0029.The geoid height was determined by GEOID03.
 LJ0029
 LJ0029.The dynamic height is computed by dividing the NAVD 88
 LJ0029.geopotential number by the normal gravity value computed on the
 LJ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0029.degrees latitude (g = 980.6199 gals.).
 LJ0029
 LJ0029.The modeled gravity was interpolated from observed gravity values.
 LJ0029
 LJ0029;                    North         East    Units  Estimated Accuracy
 LJ0029;SPC NE       -    92,990.      491,150.      MT  (+/- 180 meters Scaled)
 LJ0029
 LJ0029                          SUPERSEDED SURVEY CONTROL
 LJ0029
 LJ0029  NGVD 29 (??/??/92)  818.409  (m)         2685.06   (f) ADJ UNCH    2 0
 LJ0029
 LJ0029.Superseded values are not recommended for survey control.
 LJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0029.See file dsdata.txt to determine how the superseded data were derived.
 LJ0029
 LJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML066028(NAD 83)
 LJ0029_MARKER: P = PIPE CAP
 LJ0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LJ0029_STAMPING: 2687 SIDNEY
 LJ0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0029
 LJ0029  HISTORY     - Date     Condition        Report By
 LJ0029  HISTORY     - UNK      MONUMENTED       USGS
 LJ0029  HISTORY     - 1941     GOOD             NGS
 LJ0029
 LJ0029                          STATION DESCRIPTION
 LJ0029
 LJ0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0029'4.3 MI W FROM EUSTIS.
 LJ0029'4.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0029'FROM THE STATION AT EUSTIS, FRONTIER COUNTY, AND IN THE SOUTH
 LJ0029'SIDE OF SECTION 12, T 8 N, R 25 W.  A UNITED STATES GEOLOGICAL
 LJ0029'SURVEY STANDARD CAP, STAMPED 2687 SIDNEY AND RIVETED ON THE
 LJ0029'TOP OF A 3 1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0026 ***********************************************************************
 LJ0026  DESIGNATION -  2691
 LJ0026  PID         -  LJ0026
 LJ0026  STATE/COUNTY-  NE/FRONTIER
 LJ0026  USGS QUAD   -  FARNAM (1970)
 LJ0026
 LJ0026                         *CURRENT SURVEY CONTROL
 LJ0026  ___________________________________________________________________
 LJ0026* NAD 83(1986)-  40 41 37.     (N)    100 09 07.     (W)     SCALED    
 LJ0026* NAVD 88     -       819.832  (meters)    2689.73   (feet)  ADJUSTED  
 LJ0026  ___________________________________________________________________
 LJ0026  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 LJ0026  DYNAMIC HT  -         819.318 (meters)    2688.05  (feet)  COMP
 LJ0026  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 LJ0026
 LJ0026  VERT ORDER  -  SECOND    CLASS 0
 LJ0026
 LJ0026.The horizontal coordinates were scaled from a topographic map and have
 LJ0026.an estimated accuracy of +/- 6 seconds.
 LJ0026
 LJ0026.The orthometric height was determined by differential leveling
 LJ0026.and adjusted by the National Geodetic Survey in June 1991..
 LJ0026
 LJ0026.The geoid height was determined by GEOID03.
 LJ0026
 LJ0026.The dynamic height is computed by dividing the NAVD 88
 LJ0026.geopotential number by the normal gravity value computed on the
 LJ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0026.degrees latitude (g = 980.6199 gals.).
 LJ0026
 LJ0026.The modeled gravity was interpolated from observed gravity values.
 LJ0026
 LJ0026;                    North         East    Units  Estimated Accuracy
 LJ0026;SPC NE       -    95,530.      487,160.      MT  (+/- 180 meters Scaled)
 LJ0026
 LJ0026                          SUPERSEDED SURVEY CONTROL
 LJ0026
 LJ0026  NGVD 29 (??/??/92)  819.503  (m)         2688.65   (f) ADJ UNCH    2 0
 LJ0026
 LJ0026.Superseded values are not recommended for survey control.
 LJ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0026.See file dsdata.txt to determine how the superseded data were derived.
 LJ0026
 LJ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML026053(NAD 83)
 LJ0026_MARKER: P = PIPE CAP
 LJ0026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LJ0026_STAMPING: SIDNEY 2691
 LJ0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0026
 LJ0026  HISTORY     - Date     Condition        Report By
 LJ0026  HISTORY     - UNK      MONUMENTED       USGS
 LJ0026  HISTORY     - 1950     GOOD             NGS
 LJ0026
 LJ0026                          STATION DESCRIPTION
 LJ0026
 LJ0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LJ0026'3.4 MI E FROM FARNAM.
 LJ0026'IN FRONTIER COUNTY, 3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LJ0026'AND QUINCY RAILROAD FROM THE STATION AT FARNAM, DAWSON COUNTY,
 LJ0026'AND IN SECTION 3, T 8 N, R 25 W.  A UNITED STATES GEOLOGICAL
 LJ0026'SURVEY STANDARD CAP, STAMPED SIDNEY 2691 AND RIVETED ON THE
 LJ0026'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0087 ***********************************************************************
 MM0087  DESIGNATION -  2714
 MM0087  PID         -  MM0087
 MM0087  STATE/COUNTY-  NE/LINCOLN
 MM0087  USGS QUAD   -  MAXWELL (1970)
 MM0087
 MM0087                         *CURRENT SURVEY CONTROL
 MM0087  ___________________________________________________________________
 MM0087* NAD 83(1986)-  41 04 42.     (N)    100 31 25.     (W)     SCALED    
 MM0087* NAVD 88     -       826.912  (meters)    2712.96   (feet)  ADJUSTED  
 MM0087  ___________________________________________________________________
 MM0087  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 MM0087  DYNAMIC HT  -         826.418 (meters)    2711.34  (feet)  COMP
 MM0087  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 MM0087
 MM0087  VERT ORDER  -  FIRST     CLASS II
 MM0087
 MM0087.The horizontal coordinates were scaled from a topographic map and have
 MM0087.an estimated accuracy of +/- 6 seconds.
 MM0087
 MM0087.The orthometric height was determined by differential leveling
 MM0087.and adjusted by the National Geodetic Survey in June 1991..
 MM0087
 MM0087.The geoid height was determined by GEOID03.
 MM0087
 MM0087.The dynamic height is computed by dividing the NAVD 88
 MM0087.geopotential number by the normal gravity value computed on the
 MM0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0087.degrees latitude (g = 980.6199 gals.).
 MM0087
 MM0087.The modeled gravity was interpolated from observed gravity values.
 MM0087
 MM0087;                    North         East    Units  Estimated Accuracy
 MM0087;SPC NE       -   138,360.      456,010.      MT  (+/- 180 meters Scaled)
 MM0087
 MM0087                          SUPERSEDED SURVEY CONTROL
 MM0087
 MM0087  NGVD 29 (??/??/92)  826.588  (m)         2711.90   (f) ADJ UNCH    1 2
 MM0087
 MM0087.Superseded values are not recommended for survey control.
 MM0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0087.See file dsdata.txt to determine how the superseded data were derived.
 MM0087
 MM0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL720485(NAD 83)
 MM0087_MARKER: P = PIPE CAP
 MM0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0087_SP_SET: SHALLOW-SET PIPE
 MM0087_STAMPING: 2714 SIDNEY
 MM0087_MARK LOGO: USGS  
 MM0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0087
 MM0087  HISTORY     - Date     Condition        Report By
 MM0087  HISTORY     - UNK      MONUMENTED       USGS
 MM0087  HISTORY     - 1933     GOOD             NGS
 MM0087  HISTORY     - 1934     GOOD             NGS
 MM0087  HISTORY     - 1985     POOR             NGS
 MM0087  HISTORY     - 1986     POOR             NGS
 MM0087
 MM0087                          STATION DESCRIPTION
 MM0087
 MM0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MM0087'NEAR MAXWELL.
 MM0087'ABOUT 500 FEET NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0087'THE STATION AT MAXWELL, LINCOLN COUNTY, OPPOSITE THE COATES
 MM0087'LUMBER AND COAL CO. ELEVATOR, 75-1/2 FEET NORTH OF THE NORTH
 MM0087'RAIL OF THE NORTH TRACK, AND 68-1/2 FEET SOUTH OF THE CENTER
 MM0087'LINE OF U.S. HIGHWAY 30, ABOUT 2 FEET NORTH OF A ROW OF POLES,
 MM0087'AND 23 FEET EAST OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY
 MM0087'STANDARD CAP, STAMPED 2714 SIDNEY AND RIVETED ON THE TOP OF A
 MM0087'3-1/2-INCH IRON PIPE PROJECTING ABOUT 2 FEET ABOVE GROUND.
 MM0087'NOTE-- THE CAP ON THE PIPE WAS SLIGHTLY WARPED AND THE ROD WAS
 MM0087'HELD AT THE CENTER OF A CHISELED CROSS.
 MM0087
 MM0087                          STATION RECOVERY (1934)
 MM0087
 MM0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MM0087'RECOVERED IN GOOD CONDITION.
 MM0087
 MM0087                          STATION RECOVERY (1985)
 MM0087
 MM0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MM0087'THE PIPE LEANS TO THE WEST, AT MAXWELL, AT THE JUNCTION OF U.S.
 MM0087'HIGHWAY 30, STATE HIGHWAY 56 A SPUR, WHICH IS PINE STREET AND THE
 MM0087'UNION PACIFIC RAILROAD, 50.0 M (164 FT) WEST FROM PINE STREET 23.0 M
 MM0087'(75.5 FT) NORTH FROM THE NORTH RAIL OF THE NORTH SET OF TRACKS 20.9 M
 MM0087'(68.5 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY 30, A CAP ON A PIPE
 MM0087'WHICH PROJECTS 0.61 M (2 FT) ABOVE THE GROUND.
 MM0087
 MM0087                          STATION RECOVERY (1986)
 MM0087
 MM0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0087'RECOVERED IN POOR CONDITION.  WILL NOT BE LEVELED TO DURING THIS
 MM0087'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0023 ***********************************************************************
 LJ0023  DESIGNATION -  2729
 LJ0023  PID         -  LJ0023
 LJ0023  STATE/COUNTY-  NE/DAWSON
 LJ0023  USGS QUAD   -  FARNAM (1970)
 LJ0023
 LJ0023                         *CURRENT SURVEY CONTROL
 LJ0023  ___________________________________________________________________
 LJ0023* NAD 83(1986)-  40 42 12.     (N)    100 12 53.     (W)     SCALED    
 LJ0023* NAVD 88     -       831.332  (meters)    2727.46   (feet)  ADJUSTED  
 LJ0023  ___________________________________________________________________
 LJ0023  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 LJ0023  DYNAMIC HT  -         830.811 (meters)    2725.75  (feet)  COMP
 LJ0023  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 LJ0023
 LJ0023  VERT ORDER  -  SECOND    CLASS 0
 LJ0023
 LJ0023.The horizontal coordinates were scaled from a topographic map and have
 LJ0023.an estimated accuracy of +/- 6 seconds.
 LJ0023
 LJ0023.The orthometric height was determined by differential leveling
 LJ0023.and adjusted by the National Geodetic Survey in June 1991..
 LJ0023
 LJ0023.The geoid height was determined by GEOID03.
 LJ0023
 LJ0023.The dynamic height is computed by dividing the NAVD 88
 LJ0023.geopotential number by the normal gravity value computed on the
 LJ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0023.degrees latitude (g = 980.6199 gals.).
 LJ0023
 LJ0023.The modeled gravity was interpolated from observed gravity values.
 LJ0023
 LJ0023;                    North         East    Units  Estimated Accuracy
 LJ0023;SPC NE       -    96,620.      481,860.      MT  (+/- 180 meters Scaled)
 LJ0023
 LJ0023                          SUPERSEDED SURVEY CONTROL
 LJ0023
 LJ0023  NGVD 29 (??/??/92)  830.998  (m)         2726.37   (f) ADJ UNCH    2 0
 LJ0023
 LJ0023.Superseded values are not recommended for survey control.
 LJ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0023.See file dsdata.txt to determine how the superseded data were derived.
 LJ0023
 LJ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL973065(NAD 83)
 LJ0023_MARKER: P = PIPE CAP
 LJ0023_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0023_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LJ0023_STAMPING: 2729 SIDNEY
 LJ0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0023
 LJ0023  HISTORY     - Date     Condition        Report By
 LJ0023  HISTORY     - UNK      MONUMENTED       USGS
 LJ0023  HISTORY     - 1941     GOOD             NGS
 LJ0023
 LJ0023                          STATION DESCRIPTION
 LJ0023
 LJ0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0023'AT FARNAM.
 LJ0023'AT FARNAM, DAWSON COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LJ0023'RAILROAD, 54 FEET EAST OF THE EAST END OF THE STATION, IN THE
 LJ0023'NORTHEAST CORNER OF THE STATION PARK, AT A ROAD CROSSING, 45
 LJ0023'FEET WEST OF THE ROAD, AND 17 FEET SOUTH OF THE CENTERLINE OF
 LJ0023'THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LJ0023'CAP, STAMPED 2729 SIDNEY AND RIVETED ON THE TOP OF A 3-1/2-INCH
 LJ0023'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0091 ***********************************************************************
 MM0091  DESIGNATION -  2747
 MM0091  PID         -  MM0091
 MM0091  STATE/COUNTY-  NE/LINCOLN
 MM0091  USGS QUAD   -  MAXWELL (1970)
 MM0091
 MM0091                         *CURRENT SURVEY CONTROL
 MM0091  ___________________________________________________________________
 MM0091* NAD 83(1986)-  41 06 03.     (N)    100 36 02.     (W)     SCALED    
 MM0091* NAVD 88     -       836.894  (meters)    2745.71   (feet)  POSTED    
 MM0091  ___________________________________________________________________
 MM0091  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 MM0091  DYNAMIC HT  -         836.400 (meters)    2744.09  (feet)  COMP
 MM0091  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 MM0091
 MM0091  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MM0091
 MM0091.The horizontal coordinates were scaled from a topographic map and have
 MM0091.an estimated accuracy of +/- 6 seconds.
 MM0091
 MM0091.The orthometric height was determined by differential leveling
 MM0091.and adjusted by the National Geodetic Survey in 1992..
 MM0091.No vertical observational check was made to the station.
 MM0091.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MM0091.was located on a no-check spur therefore a value was not computed.
 MM0091
 MM0091.The geoid height was determined by GEOID03.
 MM0091
 MM0091.The dynamic height is computed by dividing the NAVD 88
 MM0091.geopotential number by the normal gravity value computed on the
 MM0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0091.degrees latitude (g = 980.6199 gals.).
 MM0091
 MM0091.The modeled gravity was interpolated from observed gravity values.
 MM0091
 MM0091;                    North         East    Units  Estimated Accuracy
 MM0091;SPC NE       -   140,900.      449,570.      MT  (+/- 180 meters Scaled)
 MM0091
 MM0091                          SUPERSEDED SURVEY CONTROL
 MM0091
 MM0091  NGVD 29 (??/??/92)  836.553  (m)         2744.59   (f) ADJ UNCH    1 2
 MM0091
 MM0091.Superseded values are not recommended for survey control.
 MM0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0091.See file dsdata.txt to determine how the superseded data were derived.
 MM0091
 MM0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL655511(NAD 83)
 MM0091_MARKER: P = PIPE CAP
 MM0091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0091_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MM0091_STAMPING: 2747 SIDNEY
 MM0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0091
 MM0091  HISTORY     - Date     Condition        Report By
 MM0091  HISTORY     - UNK      MONUMENTED       USGS
 MM0091  HISTORY     - 1933     GOOD             NGS
 MM0091  HISTORY     - 1934     GOOD             NGS
 MM0091  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0091
 MM0091                          STATION DESCRIPTION
 MM0091
 MM0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MM0091'0.3 MI NW FROM KEITH.
 MM0091'ABOUT 0.3 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0091'THE SIDING AT KEITH, LINCOLN COUNTY, ABOUT 4-1/2 POLES SOUTHEAST
 MM0091'OF MILEPOST 275, AT A ROAD CROSSING, 85 FEET NORTHWEST OF THE
 MM0091'CENTER LINE OF THE ROAD, 95 FEET NORTHEAST OF THE CENTER LINE
 MM0091'OF U.S. HIGHWAY 30, 61.5 FEET NORTHEAST OF THE SOUTH RAILROAD
 MM0091'RIGHT-OF-WAY FENCE, AND 22.5 FEET SOUTHWEST OF THE SOUTH RAIL
 MM0091'OF THE SOUTH MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 MM0091'STANDARD CAP, STAMPED 2747 SIDNEY AND RIVETED ON THE TOP OF A
 MM0091'3-1/2-INCH IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MM0091
 MM0091                          STATION RECOVERY (1934)
 MM0091
 MM0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MM0091'RECOVERED IN GOOD CONDITION.
 MM0091
 MM0091                          STATION RECOVERY (1986)
 MM0091
 MM0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0091'NOT RECOVERED.  BELIEVED TO BE UNDER A NEW SET OF RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0094 ***********************************************************************
 MM0094  DESIGNATION -  2779
 MM0094  PID         -  MM0094
 MM0094  STATE/COUNTY-  NE/LINCOLN
 MM0094  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0094
 MM0094                         *CURRENT SURVEY CONTROL
 MM0094  ___________________________________________________________________
 MM0094* NAD 83(1986)-  41 08 18.     (N)    100 41 45.     (W)     SCALED    
 MM0094* NAVD 88     -       846.827  (meters)    2778.30   (feet)  ADJUSTED  
 MM0094  ___________________________________________________________________
 MM0094  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 MM0094  DYNAMIC HT  -         846.334 (meters)    2776.68  (feet)  COMP
 MM0094  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 MM0094
 MM0094  VERT ORDER  -  FIRST     CLASS II
 MM0094
 MM0094.The horizontal coordinates were scaled from a topographic map and have
 MM0094.an estimated accuracy of +/- 6 seconds.
 MM0094
 MM0094.The orthometric height was determined by differential leveling
 MM0094.and adjusted by the National Geodetic Survey in June 1994..
 MM0094
 MM0094.The geoid height was determined by GEOID03.
 MM0094
 MM0094.The dynamic height is computed by dividing the NAVD 88
 MM0094.geopotential number by the normal gravity value computed on the
 MM0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0094.degrees latitude (g = 980.6199 gals.).
 MM0094
 MM0094.The modeled gravity was interpolated from observed gravity values.
 MM0094
 MM0094;                    North         East    Units  Estimated Accuracy
 MM0094;SPC NE       -   145,120.      441,600.      MT  (+/- 180 meters Scaled)
 MM0094
 MM0094                          SUPERSEDED SURVEY CONTROL
 MM0094
 MM0094  NAVD 88 (06/15/91)  846.824  (m)         2778.29   (f) UNKNOWN     1 2
 MM0094  NGVD 29 (??/??/92)  846.480  (m)         2777.16   (f) ADJ UNCH    1 2
 MM0094
 MM0094.Superseded values are not recommended for survey control.
 MM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0094.See file dsdata.txt to determine how the superseded data were derived.
 MM0094
 MM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL576554(NAD 83)
 MM0094_MARKER: P = PIPE CAP
 MM0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0094_SP_SET: SHALLOW-SET PIPE
 MM0094_STAMPING: 2779 SIDNEY
 MM0094_MARK LOGO: USGS  
 MM0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0094
 MM0094  HISTORY     - Date     Condition        Report By
 MM0094  HISTORY     - UNK      MONUMENTED       USGS
 MM0094  HISTORY     - 1933     GOOD             NGS
 MM0094  HISTORY     - 1948     GOOD             NGS
 MM0094  HISTORY     - 1986     POOR             NGS
 MM0094
 MM0094                          STATION DESCRIPTION
 MM0094
 MM0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MM0094'3.5 MI E FROM NORTH PLATTE.
 MM0094'ABOUT 3.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM NORTH
 MM0094'PLATTE, LINCOLN COUNTY, AT BECK SIDING, NEAR THE TANK FARM AND
 MM0094'PUMPING STATION AT THE KANSAS PIPE LINE CO., AT A COUNTY-ROAD
 MM0094'CROSSING, OPPOSITE SEMAPHORE 280.6, 93 FEET NORTH OF THE NORTH
 MM0094'RAIL OF THE NORTH MAIN TRACK, 47 FEET EAST OF THE CENTER LINE
 MM0094'OF THE COUNTY ROAD, 9 FEET NORTH OF A ROW OF POLES, AND 21 FEET
 MM0094'NORTHWEST OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MM0094'CAP, STAMPED 2779 SIDNEY AND RIVETED ON THE TOP OF A 3-1/2-INCH
 MM0094'IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 MM0094
 MM0094                          STATION RECOVERY (1948)
 MM0094
 MM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MM0094'RECOVERED IN GOOD CONDITION.
 MM0094
 MM0094                          STATION RECOVERY (1986)
 MM0094
 MM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0094'RECOVERED IN POOR CONDITION.  WILL NOT BE LEVELED TO DURING THIS
 MM0094'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0838 ***********************************************************************
 NN0838  CBN         -  This is a Cooperative Base Network Control Station.
 NN0838  DESIGNATION -  281 000.00
 NN0838  PID         -  NN0838
 NN0838  STATE/COUNTY-  NE/BOYD
 NN0838  USGS QUAD   -  SPENCER NORTH (1964)
 NN0838
 NN0838                         *CURRENT SURVEY CONTROL
 NN0838  ___________________________________________________________________
 NN0838* NAD 83(1995)-  42 59 52.77508(N)    098 43 31.97232(W)     ADJUSTED  
 NN0838* NAVD 88     -       556.804  (meters)    1826.78   (feet)  ADJUSTED  
 NN0838  ___________________________________________________________________
 NN0838  X           -    -708,824.607 (meters)                     COMP
 NN0838  Y           -  -4,618,415.735 (meters)                     COMP
 NN0838  Z           -   4,327,700.689 (meters)                     COMP
 NN0838  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 NN0838  ELLIP HEIGHT-         530.80  (meters)          (09/24/01) GPS OBS
 NN0838  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 NN0838  DYNAMIC HT  -         556.603 (meters)    1826.12  (feet)  COMP
 NN0838  MODELED GRAV-     980,241.1   (mgal)                       NAVD 88
 NN0838
 NN0838  HORZ ORDER  -  B
 NN0838  VERT ORDER  -  FIRST     CLASS II
 NN0838  ELLP ORDER  -  FOURTH    CLASS I
 NN0838
 NN0838.The horizontal coordinates were established by GPS observations
 NN0838.and adjusted by the National Geodetic Survey in June 1996..
 NN0838
 NN0838.The orthometric height was determined by differential leveling
 NN0838.and adjusted by the National Geodetic Survey in June 1994..
 NN0838
 NN0838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0838
 NN0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0838
 NN0838.The ellipsoidal height was determined by GPS observations
 NN0838.and is referenced to NAD 83.
 NN0838
 NN0838.The geoid height was determined by GEOID03.
 NN0838
 NN0838.The dynamic height is computed by dividing the NAVD 88
 NN0838.geopotential number by the normal gravity value computed on the
 NN0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0838.degrees latitude (g = 980.6199 gals.).
 NN0838
 NN0838.The modeled gravity was interpolated from observed gravity values.
 NN0838
 NN0838;                    North         East     Units Scale Factor Converg.
 NN0838;SPC NE       -   352,164.220   603,919.583   MT  0.99999908   +0 50 40.5
 NN0838;UTM  14      - 4,760,628.470   522,370.875   MT  0.99960616   +0 11 13.8
 NN0838
 NN0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0838!SPC NE       -   0.99991677  x   0.99999908  =   0.99991585
 NN0838!UTM  14      -   0.99991677  x   0.99960616  =   0.99952296
 NN0838
 NN0838                          SUPERSEDED SURVEY CONTROL
 NN0838
 NN0838  ELLIP H (06/25/96)  530.86   (m)                       GP(       ) 1 1
 NN0838  NAVD 88 (06/25/96)  556.80   (m)         1826.8    (f) LEVELING    3  
 NN0838
 NN0838.Superseded values are not recommended for survey control.
 NN0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0838.See file dsdata.txt to determine how the superseded data were derived.
 NN0838
 NN0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2237160628(NAD 83)
 NN0838_MARKER: Z = SEE DESCRIPTION
 NN0838_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NN0838_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NN0838_STAMPING: 281-0.0 1993
 NN0838_MARK LOGO: NGS   
 NN0838_PROJECTION: FLUSH
 NN0838_MAGNETIC: P = MARKER IS A STEEL PIPE
 NN0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0838+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1995
 NN0838_ROD/PIPE-DEPTH: 6.4  meters
 NN0838_SLEEVE-DEPTH  : 1.8 meters
 NN0838
 NN0838  HISTORY     - Date     Condition        Report By
 NN0838  HISTORY     - 1993     MONUMENTED       SDDT
 NN0838  HISTORY     - 19930924 GOOD             NGS
 NN0838  HISTORY     - 19950614 GOOD             NGS
 NN0838  HISTORY     - 19950615 GOOD             NGS
 NN0838
 NN0838                          STATION DESCRIPTION
 NN0838
 NN0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NN0838'19.6 KM (12.15 MI) WESTERLY ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 NN0838'OF STATE HIGHWAY 46 IN PICKSTOWN, THENCE 1.3 KM (0.80 MI) SOUTHERLY
 NN0838'ALONG U.S. HIGHWAY 281, 43.0 M (141.1 FT) SOUTH OF THE CENTER OF A
 NN0838'GRAVELED ROAD (STATE LINE ROAD) , 36.4 M (119.4 FT) WEST OF THE
 NN0838'HIGHWAY CENTERLINE, 35.0 M (114.8 FT) SOUTH OF A FENCE CORNER, 35.5 M
 NN0838'(116.5 FT) SOUTHWEST OF THE WEST LEG OF A SIGN (NEBRASKA THE GOOD
 NN0838'LIFE) , 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT)
 NN0838'EAST OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND 0.3 M
 NN0838'(1.0 FT) WEST OF A STATE WITNESS POST.  NOTE--THE DATUM POINT IS A
 NN0838'STAINLESS STEEL BALL EPOXIED TO AN IRON PIPE CAP THAT IS ATTACHED TO
 NN0838'A 1-1/2 INCH METAL PIPE ENCASED IN A 4-INCH SLEEVE.  ACCESS TO THE
 NN0838'DATUM POINT IS THROUGH A 5-INCH LOGO CAP AND THEN THROUGH A 4-INCH
 NN0838'PVC CAP.
 NN0838
 NN0838                          STATION RECOVERY (1995)
 NN0838
 NN0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DFC)
 NN0838'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF BUTTE AND 8.0
 NN0838'MI (12.9 KM) NORTH-NORTHWEST OF SPENCER AT THE SOUTH DAKOTA-NEBRASKA
 NN0838'STATE LINE ON U.S. HIGHWAY 281.  TO REACH THE STATION FROM THE
 NN0838'INTERSECTION OF U.S. HIGHWAYS 281 AND 18, 12.0 MI (19.3 KM) WEST OF
 NN0838'PICKSTOWN, GO SOUTH ON U.S. HIGHWAY 281 FOR 0.75 MI (1.21 KM) TO THE
 NN0838'STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT ON TOP OF A
 NN0838'STAINLESS STEEL RIVET FASTENED TO A METAL PIPE CAP ATTACHED TO AN 1
 NN0838'1/2-INCH GALVANIZED STEEL PIPE.  LOCATED 144.5 FT (44.0 M) SOUTH OF
 NN0838'THE CENTERLINE OF A GRADED ROAD, WHICH IS ALSO THE STATE LINE, 120.0
 NN0838'FT (36.6 M) WEST OF THE HIGHWAY CENTERLINE, 116.3 FT (35.4 M)
 NN0838'SOUTHWEST OF THE WEST SUPPORT LEG FOR A SIGN (NEBRASKA THE GOOD LIFE),
 NN0838'4.0 FT (1.2 M) ABOVE THE LEVEL OF THE HIGHWAY, 1.7 FT (0.5 M) EAST OF
 NN0838'A FENCE, 0.8 FT (24.4 CM) EAST OF A WITNESS POST, AND 0.8 FT (24.4 CM)
 NN0838'WEST OF A METAL GUARD POST.  NOTE--ACCESS TO THE DATUM POINT IS
 NN0838'THROUGH A 5-INCH LOGO CAP AND THEN A 4-INCH PVC CAP.
 NN0838
 NN0838                          STATION RECOVERY (1995)
 NN0838
 NN0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0838'THE MARK IS LOCATED ABOUT 8 MI (12.9 KM) NORTHEAST OF BUTTE, 8 MI
 NN0838'(12.9 KM) NORTH-NORTHWEST OF SPENCER, 0.75 MI (1.21 KM) SOUTH OF THE
 NN0838'JUNCTION OF U.S. HIGHWAYS 18 AND 281, AT THE SOUTH DAKOTA-NEBRASKA
 NN0838'STATE LINE, ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 281 AND IN THE
 NN0838'NE1/4, SEC21, T35N, R12W.  THE MARK IS A STAINLESS STEEL RIVET,
 NN0838'ATTACHED TO A 1-1/2 INCH METAL PIPE, THAT IS SLEEVED AND SET WITHIN A
 NN0838'5-INCH LOGO CAP THAT IS FLUSH WITH THE GROUND.  IT IS 144.5 FT (44.0
 NN0838'M) SOUTH OF THE CENTERLINE OF A GRADED ROAD, WHICH IS ALSO THE STATE
 NN0838'LINE, 120.0 FT (36.6 M) WEST OF THE CENTERLINE OF HIGHWAY 281, 116.3
 NN0838'FT (35.4 M) SOUTHWEST OF THE WEST SUPPORT LEG FOR A SIGN BEARING THE
 NN0838'LETTERING--NEBRASKA THE GOOD LIFE--, 1.7 FT (0.5 M) EAST OF THE WEST
 NN0838'RIGHT-OF-WAY FENCE, 0.8 FT (24.4 CM) EAST OF A FIBERGLASS WITNESS
 NN0838'POST, 0.8 FT (24.4 CM) WEST OF A STEEL POST AND ABOUT 4 FT (1.2 M)
 NN0838'HIGHER THAN THE HIGHWAY.  NOTE--THIS MARK HAS AN ADDITIONAL PLASTIC
 NN0838'CAP OVER THE PIPE WHICH MUST BE REMOVED TO ACCESS THE DATUM POINT.
 NN0838'MARK ORIGINALLY DESCRIBED AS AN EPOXIED STAINLESS STEEL BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0144 ***********************************************************************
 MM0144  DESIGNATION -  2822
 MM0144  PID         -  MM0144
 MM0144  STATE/COUNTY-  NE/LINCOLN
 MM0144  USGS QUAD   -  LAKE MALONEY (1983)
 MM0144
 MM0144                         *CURRENT SURVEY CONTROL
 MM0144  ___________________________________________________________________
 MM0144* NAD 83(1986)-  41 05 24.     (N)    100 46 06.     (W)     SCALED    
 MM0144* NAVD 88     -       860.021  (meters)    2821.59   (feet)  ADJUSTED  
 MM0144  ___________________________________________________________________
 MM0144  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 MM0144  DYNAMIC HT  -         859.509 (meters)    2819.91  (feet)  COMP
 MM0144  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 MM0144
 MM0144  VERT ORDER  -  FIRST     CLASS II
 MM0144
 MM0144.The horizontal coordinates were scaled from a topographic map and have
 MM0144.an estimated accuracy of +/- 6 seconds.
 MM0144
 MM0144.The orthometric height was determined by differential leveling
 MM0144.and adjusted by the National Geodetic Survey in June 1994..
 MM0144
 MM0144.The geoid height was determined by GEOID03.
 MM0144
 MM0144.The dynamic height is computed by dividing the NAVD 88
 MM0144.geopotential number by the normal gravity value computed on the
 MM0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0144.degrees latitude (g = 980.6199 gals.).
 MM0144
 MM0144.The modeled gravity was interpolated from observed gravity values.
 MM0144
 MM0144;                    North         East    Units  Estimated Accuracy
 MM0144;SPC NE       -   139,810.      435,470.      MT  (+/- 180 meters Scaled)
 MM0144
 MM0144                          SUPERSEDED SURVEY CONTROL
 MM0144
 MM0144  NAVD 88 (06/15/91)  860.013  (m)         2821.56   (f) UNKNOWN     1 2
 MM0144  NGVD 29 (??/??/92)  859.657  (m)         2820.39   (f) ADJ UNCH    1 2
 MM0144
 MM0144.Superseded values are not recommended for survey control.
 MM0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0144.See file dsdata.txt to determine how the superseded data were derived.
 MM0144
 MM0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL514502(NAD 83)
 MM0144_MARKER: P = PIPE CAP
 MM0144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0144_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MM0144_STAMPING: 2820.427 SIDNEY
 MM0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0144
 MM0144  HISTORY     - Date     Condition        Report By
 MM0144  HISTORY     - UNK      MONUMENTED       USGS
 MM0144  HISTORY     - 1958     GOOD             NGS
 MM0144
 MM0144                          STATION DESCRIPTION
 MM0144
 MM0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MM0144'3.7 MI S FROM NORTH PLATTE.
 MM0144'3.7 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM NORTH PLATTE, AND AT
 MM0144'THE UNIVERSITY OF NEBRASKA EXPERIMENTAL FARM.  THE MARK IS 5
 MM0144'FEET EAST OF AN OREGON TRAIL MONUMENT AND 6 FEET WEST OF THE WEST
 MM0144'CURB LINE OF THE ENTRANCE ROAD TO THE UNIVERSITY OF NEBRASKA
 MM0144'EXPERIMENTAL FARM.  NOTE-- THE DISK HAS BEEN RESTAMPED 2820.427.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0017 ***********************************************************************
 LJ0017  DESIGNATION -  2826
 LJ0017  PID         -  LJ0017
 LJ0017  STATE/COUNTY-  NE/FRONTIER
 LJ0017  USGS QUAD   -  MOOREFIELD (1956)
 LJ0017
 LJ0017                         *CURRENT SURVEY CONTROL
 LJ0017  ___________________________________________________________________
 LJ0017* NAD 83(1986)-  40 41 29.     (N)    100 23 51.     (W)     SCALED    
 LJ0017* NAVD 88     -       861.072  (meters)    2825.03   (feet)  ADJUSTED  
 LJ0017  ___________________________________________________________________
 LJ0017  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 LJ0017  DYNAMIC HT  -         860.539 (meters)    2823.28  (feet)  COMP
 LJ0017  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 LJ0017
 LJ0017  VERT ORDER  -  SECOND    CLASS 0
 LJ0017
 LJ0017.The horizontal coordinates were scaled from a topographic map and have
 LJ0017.an estimated accuracy of +/- 6 seconds.
 LJ0017
 LJ0017.The orthometric height was determined by differential leveling
 LJ0017.and adjusted by the National Geodetic Survey in June 1991..
 LJ0017
 LJ0017.The geoid height was determined by GEOID03.
 LJ0017
 LJ0017.The dynamic height is computed by dividing the NAVD 88
 LJ0017.geopotential number by the normal gravity value computed on the
 LJ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0017.degrees latitude (g = 980.6199 gals.).
 LJ0017
 LJ0017.The modeled gravity was interpolated from observed gravity values.
 LJ0017
 LJ0017;                    North         East    Units  Estimated Accuracy
 LJ0017;SPC NE       -    95,350.      466,410.      MT  (+/- 180 meters Scaled)
 LJ0017
 LJ0017                          SUPERSEDED SURVEY CONTROL
 LJ0017
 LJ0017  NGVD 29 (??/??/92)  860.734  (m)         2823.92   (f) ADJ UNCH    2 0
 LJ0017
 LJ0017.Superseded values are not recommended for survey control.
 LJ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0017.See file dsdata.txt to determine how the superseded data were derived.
 LJ0017
 LJ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL819054(NAD 83)
 LJ0017_MARKER: DD = SURVEY DISK
 LJ0017_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LJ0017+WITH SETTING: INTO GROUND
 LJ0017_STAMPING: 2826 SIDNEY
 LJ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0017+STABILITY: SURFACE MOTION
 LJ0017
 LJ0017  HISTORY     - Date     Condition        Report By
 LJ0017  HISTORY     - UNK      MONUMENTED       USGS
 LJ0017  HISTORY     - 1941     GOOD             NGS
 LJ0017
 LJ0017                          STATION DESCRIPTION
 LJ0017
 LJ0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0017'AT MOOREFIELD.
 LJ0017'AT MOOREFIELD, FRONTIER COUNTY, 50 FEET EAST AND 26 FEET SOUTH
 LJ0017'OF THE EAST END OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0017'STATION, IN A PARK, AND AT RIGHT ANGLES FROM THE CENTERLINE
 LJ0017'OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LJ0017'CAP, STAMPED 2826 SIDNEY AND RIVETED ON THE TOP OF A 3-1/2-INCH
 LJ0017'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0200 ***********************************************************************
 MM0200  DESIGNATION -  2901
 MM0200  PID         -  MM0200
 MM0200  STATE/COUNTY-  NE/LINCOLN
 MM0200  USGS QUAD   -  SUTHERLAND RESERVOIR NW (1971)
 MM0200
 MM0200                         *CURRENT SURVEY CONTROL
 MM0200  ___________________________________________________________________
 MM0200* NAD 83(1986)-  41 09 23.     (N)    101 07 36.     (W)     SCALED    
 MM0200* NAVD 88     -       901.906  (meters)    2959.00   (feet)  ADJUSTED  
 MM0200  ___________________________________________________________________
 MM0200  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 MM0200  DYNAMIC HT  -         901.360 (meters)    2957.21  (feet)  COMP
 MM0200  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 MM0200
 MM0200  VERT ORDER  -  FIRST     CLASS II
 MM0200
 MM0200.The horizontal coordinates were scaled from a topographic map and have
 MM0200.an estimated accuracy of +/- 6 seconds.
 MM0200
 MM0200.The orthometric height was determined by differential leveling
 MM0200.and adjusted by the National Geodetic Survey in June 1991..
 MM0200
 MM0200.The geoid height was determined by GEOID03.
 MM0200
 MM0200.The dynamic height is computed by dividing the NAVD 88
 MM0200.geopotential number by the normal gravity value computed on the
 MM0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0200.degrees latitude (g = 980.6199 gals.).
 MM0200
 MM0200.The modeled gravity was interpolated from observed gravity values.
 MM0200
 MM0200;                    North         East    Units  Estimated Accuracy
 MM0200;SPC NE       -   147,510.      405,470.      MT  (+/- 180 meters Scaled)
 MM0200
 MM0200                          SUPERSEDED SURVEY CONTROL
 MM0200
 MM0200  NGVD 29 (??/??/92)  901.530  (m)         2957.77   (f) ADJ UNCH    1 2
 MM0200
 MM0200.Superseded values are not recommended for survey control.
 MM0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0200.See file dsdata.txt to determine how the superseded data were derived.
 MM0200
 MM0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL215582(NAD 83)
 MM0200_MARKER: P = PIPE CAP
 MM0200_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0200_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MM0200_STAMPING: 2901 SIDNEY
 MM0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0200
 MM0200  HISTORY     - Date     Condition        Report By
 MM0200  HISTORY     - UNK      MONUMENTED       USGS
 MM0200  HISTORY     - 1933     GOOD             NGS
 MM0200  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0200
 MM0200                          STATION DESCRIPTION
 MM0200
 MM0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MM0200'AT SUTHERLAND.
 MM0200'AT SUTHERLAND, LINCOLN COUNTY, 203.5 FEET EAST OF THE EAST END
 MM0200'OF THE UNION PACIFIC RAILROAD STATION, AT MILEAGE 303.43, 31.5
 MM0200'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND
 MM0200'4.3 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SIDETRACK.  A
 MM0200'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, ERRONEOUSLY
 MM0200'STAMPED 2901 SIDNEY AND RIVETED ON THE TOP OF A 3-1/2-INCH
 MM0200'IRON PIPE ABOUT FLUSH WITH THE GROUND.
 MM0200
 MM0200                          STATION RECOVERY (1986)
 MM0200
 MM0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0200'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0151 ***********************************************************************
 MN0151  DESIGNATION -  29.02
 MN0151  PID         -  MN0151
 MN0151  STATE/COUNTY-  NE/MORRILL
 MN0151  USGS QUAD   -  ANGORA SE (1965)
 MN0151
 MN0151                         *CURRENT SURVEY CONTROL
 MN0151  ___________________________________________________________________
 MN0151* NAD 83(1986)-  41 45 40.     (N)    103 07 23.     (W)     SCALED    
 MN0151* NAVD 88     -      1197.366  (meters)    3928.36   (feet)  POSTED    
 MN0151  ___________________________________________________________________
 MN0151  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 MN0151  DYNAMIC HT  -        1196.600 (meters)    3925.85  (feet)  COMP
 MN0151  MODELED GRAV-     979,944.7   (mgal)                       NAVD 88
 MN0151
 MN0151  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MN0151
 MN0151.The horizontal coordinates were scaled from a topographic map and have
 MN0151.an estimated accuracy of +/- 6 seconds.
 MN0151
 MN0151.The orthometric height was determined by differential leveling
 MN0151.and adjusted by the National Geodetic Survey in 1992..
 MN0151.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MN0151.rate of 1.1 thru 2.0 mm/km.
 MN0151
 MN0151.The geoid height was determined by GEOID03.
 MN0151
 MN0151.The dynamic height is computed by dividing the NAVD 88
 MN0151.geopotential number by the normal gravity value computed on the
 MN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0151.degrees latitude (g = 980.6199 gals.).
 MN0151
 MN0151.The modeled gravity was interpolated from observed gravity values.
 MN0151
 MN0151;                    North         East    Units  Estimated Accuracy
 MN0151;SPC NE       -   218,720.      240,430.      MT  (+/- 180 meters Scaled)
 MN0151
 MN0151                          SUPERSEDED SURVEY CONTROL
 MN0151
 MN0151  NGVD 29 (??/??/92) 1196.767  (m)         3926.39   (f) ADJ UNCH    1 2
 MN0151
 MN0151.Superseded values are not recommended for survey control.
 MN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0151.See file dsdata.txt to determine how the superseded data were derived.
 MN0151
 MN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG560249(NAD 83)
 MN0151_MARKER: R = RIVET
 MN0151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0151_SP_SET: ABUTMENT
 MN0151_MARK LOGO: NONE  
 MN0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0151+STABILITY: SURFACE MOTION
 MN0151
 MN0151  HISTORY     - Date     Condition        Report By
 MN0151  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0151  HISTORY     - 1956     GOOD             NGS
 MN0151  HISTORY     - 1985     GOOD             NGS
 MN0151
 MN0151                          STATION DESCRIPTION
 MN0151
 MN0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0151'7.6 MI N FROM BRIDGEPORT.
 MN0151'7.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0151'FROM THE STATION AT BRIDGEPORT, 1 1/2 POLES SOUTH OF MILEPOST
 MN0151'29, 5.9 FEET EAST OF THE EAST RAIL, 1 FOOT BELOW THE TOP OF THE
 MN0151'RAILS, SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF
 MN0151'CONCRETE BRIDGE 29.02 OVER AN IRRIGATION CANAL, IN SECTION 28,
 MN0151'TOWNSHIP 21 NORTH, RANGE 50 WEST.
 MN0151
 MN0151                          STATION RECOVERY (1985)
 MN0151
 MN0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0111 ***********************************************************************
 MM0111  DESIGNATION -  2903.7
 MM0111  PID         -  MM0111
 MM0111  STATE/COUNTY-  NE/LINCOLN
 MM0111  USGS QUAD   -  HERSHEY WEST (1971)
 MM0111
 MM0111                         *CURRENT SURVEY CONTROL
 MM0111  ___________________________________________________________________
 MM0111* NAD 83(1986)-  41 09 33.     (N)    101 00 13.     (W)     SCALED    
 MM0111* NAVD 88     -       885.416  (meters)    2904.90   (feet)  ADJUSTED  
 MM0111  ___________________________________________________________________
 MM0111  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 MM0111  DYNAMIC HT  -         884.890 (meters)    2903.18  (feet)  COMP
 MM0111  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 MM0111
 MM0111  VERT ORDER  -  FIRST     CLASS II
 MM0111
 MM0111.The horizontal coordinates were scaled from a topographic map and have
 MM0111.an estimated accuracy of +/- 6 seconds.
 MM0111
 MM0111.The orthometric height was determined by differential leveling
 MM0111.and adjusted by the National Geodetic Survey in June 1991..
 MM0111
 MM0111.The geoid height was determined by GEOID03.
 MM0111
 MM0111.The dynamic height is computed by dividing the NAVD 88
 MM0111.geopotential number by the normal gravity value computed on the
 MM0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0111.degrees latitude (g = 980.6199 gals.).
 MM0111
 MM0111.The modeled gravity was interpolated from observed gravity values.
 MM0111
 MM0111;                    North         East    Units  Estimated Accuracy
 MM0111;SPC NE       -   147,690.      415,790.      MT  (+/- 180 meters Scaled)
 MM0111
 MM0111                          SUPERSEDED SURVEY CONTROL
 MM0111
 MM0111  NGVD 29 (??/??/92)  885.048  (m)         2903.70   (f) ADJ UNCH    1 2
 MM0111
 MM0111.Superseded values are not recommended for survey control.
 MM0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0111.See file dsdata.txt to determine how the superseded data were derived.
 MM0111
 MM0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL318583(NAD 83)
 MM0111_MARKER: Z = SEE DESCRIPTION
 MM0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0111_SP_SET: STONE SLAB
 MM0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0111+STABILITY: SURFACE MOTION
 MM0111
 MM0111  HISTORY     - Date     Condition        Report By
 MM0111  HISTORY     - UNK      MONUMENTED       USGS
 MM0111  HISTORY     - 1933     GOOD             NGS
 MM0111  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0111
 MM0111                          STATION DESCRIPTION
 MM0111
 MM0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MM0111'AT HERSHEY.
 MM0111'AT HERSHEY, LINCOLN COUNTY, ABOUT 151 FEET WEST OF THE WEST
 MM0111'END OF THE UNION PACIFIC RAILROAD STATION, ABOUT 6 POLES EAST
 MM0111'OF MILEPOST 297, 10.2 FEET NORTH OF THE NORTH RAIL OF THE
 MM0111'NORTH MAIN TRACK, AND 40 FEET SOUTH OF THE SOUTH RAIL OF THE
 MM0111'NORTH SIDETRACK.  A BRONZE PLUG SET IN A STONE SLAB.  NOTE-- THE
 MM0111'TABLET HAS BEEN KNOCKED OFF, BUT THE BRONZE PLUG IS STILL FIRM.
 MM0111
 MM0111                          STATION RECOVERY (1986)
 MM0111
 MM0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0111'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0138 ***********************************************************************
 MM0138  DESIGNATION -  2946
 MM0138  PID         -  MM0138
 MM0138  STATE/COUNTY-  NE/LOGAN
 MM0138  USGS QUAD   -  STAPLETON (1972)
 MM0138
 MM0138                         *CURRENT SURVEY CONTROL
 MM0138  ___________________________________________________________________
 MM0138* NAD 83(1986)-  41 28 49.     (N)    100 31 12.     (W)     SCALED    
 MM0138* NAVD 88     -       894.633  (meters)    2935.14   (feet)  ADJUSTED  
 MM0138  ___________________________________________________________________
 MM0138  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 MM0138  DYNAMIC HT  -         894.137 (meters)    2933.51  (feet)  COMP
 MM0138  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 MM0138
 MM0138  VERT ORDER  -  SECOND    CLASS 0
 MM0138
 MM0138.The horizontal coordinates were scaled from a topographic map and have
 MM0138.an estimated accuracy of +/- 6 seconds.
 MM0138
 MM0138.The orthometric height was determined by differential leveling
 MM0138.and adjusted by the National Geodetic Survey in June 1991..
 MM0138
 MM0138.The geoid height was determined by GEOID03.
 MM0138
 MM0138.The dynamic height is computed by dividing the NAVD 88
 MM0138.geopotential number by the normal gravity value computed on the
 MM0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0138.degrees latitude (g = 980.6199 gals.).
 MM0138
 MM0138.The modeled gravity was interpolated from observed gravity values.
 MM0138
 MM0138;                    North         East    Units  Estimated Accuracy
 MM0138;SPC NE       -   182,980.      456,580.      MT  (+/- 180 meters Scaled)
 MM0138
 MM0138                          SUPERSEDED SURVEY CONTROL
 MM0138
 MM0138  NGVD 29 (??/??/92)  894.327  (m)         2934.14   (f) ADJ UNCH    2 0
 MM0138
 MM0138.Superseded values are not recommended for survey control.
 MM0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0138.See file dsdata.txt to determine how the superseded data were derived.
 MM0138
 MM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL730931(NAD 83)
 MM0138_MARKER: P = PIPE CAP
 MM0138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0138_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MM0138_STAMPING: SIDNEY 2946
 MM0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0138
 MM0138  HISTORY     - Date     Condition        Report By
 MM0138  HISTORY     - UNK      MONUMENTED       USGS
 MM0138  HISTORY     - 1934     GOOD             NGS
 MM0138  HISTORY     - 20040810 GOOD             USPSQD
 MM0138
 MM0138                          STATION DESCRIPTION
 MM0138
 MM0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MM0138'0.3 MI W FROM STAPLETON.
 MM0138'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 MM0138'AT STAPLETON, LOGAN COUNTY, ABOUT 117 FEET EAST OF A CITY-LIMIT
 MM0138'SIGN, ABOUT 75 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 MM0138'HOUSE, AND 41.4 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A
 MM0138'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED SIDNEY
 MM0138'2946 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 MM0138
 MM0138                          STATION RECOVERY (2004)
 MM0138
 MM0138'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MM0138'MARK FOUND GOOD. THE STATE HIGHWAY NORTH OF THE MARK IS NOW STATE
 MM0138'HIGHWAY 92. THE MARK IS 6 FEET NORTHEAST OF A 2 1/2 FOOT DIAMETER ELM
 MM0138'TREE, 15 FEET EAST-NORTHEAST OF A COUNTY ROW MARKER, 100 FEET WEST OF
 MM0138'POWER POLE 075 02 48 IN THE NORTHWEST EDGE OF THE TOWN OF STAPLETON,
 MM0138'SET IN AN 8 INCH SQUARE BLOCK OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0136 ***********************************************************************
 MM0136  DESIGNATION -  2947
 MM0136  PID         -  MM0136
 MM0136  STATE/COUNTY-  NE/LOGAN
 MM0136  USGS QUAD   -  STAPLETON (1972)
 MM0136
 MM0136                         *CURRENT SURVEY CONTROL
 MM0136  ___________________________________________________________________
 MM0136* NAD 83(1986)-  41 28 50.     (N)    100 33 38.     (W)     SCALED    
 MM0136* NAVD 88     -       894.810  (meters)    2935.72   (feet)  ADJUSTED  
 MM0136  ___________________________________________________________________
 MM0136  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 MM0136  DYNAMIC HT  -         894.311 (meters)    2934.09  (feet)  COMP
 MM0136  MODELED GRAV-     980,035.2   (mgal)                       NAVD 88
 MM0136
 MM0136  VERT ORDER  -  SECOND    CLASS 0
 MM0136
 MM0136.The horizontal coordinates were scaled from a topographic map and have
 MM0136.an estimated accuracy of +/- 6 seconds.
 MM0136
 MM0136.The orthometric height was determined by differential leveling
 MM0136.and adjusted by the National Geodetic Survey in June 1991..
 MM0136
 MM0136.The geoid height was determined by GEOID03.
 MM0136
 MM0136.The dynamic height is computed by dividing the NAVD 88
 MM0136.geopotential number by the normal gravity value computed on the
 MM0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0136.degrees latitude (g = 980.6199 gals.).
 MM0136
 MM0136.The modeled gravity was interpolated from observed gravity values.
 MM0136
 MM0136;                    North         East    Units  Estimated Accuracy
 MM0136;SPC NE       -   183,040.      453,200.      MT  (+/- 180 meters Scaled)
 MM0136
 MM0136                          SUPERSEDED SURVEY CONTROL
 MM0136
 MM0136  NGVD 29 (??/??/92)  894.498  (m)         2934.70   (f) ADJ UNCH    2 0
 MM0136
 MM0136.Superseded values are not recommended for survey control.
 MM0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0136.See file dsdata.txt to determine how the superseded data were derived.
 MM0136
 MM0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL697932(NAD 83)
 MM0136_MARKER: P = PIPE CAP
 MM0136_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0136_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MM0136_STAMPING: SIDNEY 2947
 MM0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0136
 MM0136  HISTORY     - Date     Condition        Report By
 MM0136  HISTORY     - UNK      MONUMENTED       USGS
 MM0136  HISTORY     - 1934     GOOD             NGS
 MM0136
 MM0136                          STATION DESCRIPTION
 MM0136
 MM0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MM0136'2.5 MI W FROM STAPLETON.
 MM0136'ABOUT 2.5 MILES WEST ALONG STATE HIGHWAY 40 FROM THE COUNTY
 MM0136'COURTHOUSE AT STAPLETON, LOGAN COUNTY, ABOUT 200 FEET NORTH OF
 MM0136'THE E.B. LAMBERT HOUSE, 25 FEET NORTH OF THE CENTER LINE OF THE
 MM0136'HIGHWAY, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A UNITED
 MM0136'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED SIDNEY 2947 AND
 MM0136'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4098 ***********************************************************************
 AB4098  CBN         -  This is a Cooperative Base Network Control Station.
 AB4098  DESIGNATION -  3 DOS
 AB4098  PID         -  AB4098
 AB4098  STATE/COUNTY-  NE/CUMING
 AB4098  USGS QUAD   -  DODGE (1966)
 AB4098
 AB4098                         *CURRENT SURVEY CONTROL
 AB4098  ___________________________________________________________________
 AB4098* NAD 83(1995)-  41 44 34.80624(N)    096 58 12.30121(W)     ADJUSTED  
 AB4098* NAVD 88     -       500.3    (meters)    1641.     (feet)  GPS OBS   
 AB4098  ___________________________________________________________________
 AB4098  X           -    -578,408.527 (meters)                     COMP
 AB4098  Y           -  -4,731,180.665 (meters)                     COMP
 AB4098  Z           -   4,224,664.252 (meters)                     COMP
 AB4098  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AB4098  ELLIP HEIGHT-         475.00  (meters)          (07/10/01) GPS OBS
 AB4098  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AB4098
 AB4098  HORZ ORDER  -  B
 AB4098  ELLP ORDER  -  FOURTH    CLASS I
 AB4098
 AB4098.The horizontal coordinates were established by GPS observations
 AB4098.and adjusted by the National Geodetic Survey in June 1996..
 AB4098
 AB4098.The orthometric height was determined by GPS observations and a
 AB4098.high-resolution geoid model.
 AB4098
 AB4098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4098
 AB4098.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4098
 AB4098.The ellipsoidal height was determined by GPS observations
 AB4098.and is referenced to NAD 83.
 AB4098
 AB4098.The geoid height was determined by GEOID03.
 AB4098
 AB4098;                    North         East     Units Scale Factor Converg.
 AB4098;SPC NE       -   216,436.522   751,902.956   MT  0.99966713   +2 00 28.5
 AB4098;UTM  14      - 4,623,233.824   668,791.658   MT  0.99995060   +1 21 06.5
 AB4098
 AB4098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4098!SPC NE       -   0.99992550  x   0.99966713  =   0.99959266
 AB4098!UTM  14      -   0.99992550  x   0.99995060  =   0.99987611
 AB4098
 AB4098                          SUPERSEDED SURVEY CONTROL
 AB4098
 AB4098  ELLIP H (06/25/96)  475.06   (m)                       GP(       ) 1 1
 AB4098
 AB4098.Superseded values are not recommended for survey control.
 AB4098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4098.See file dsdata.txt to determine how the superseded data were derived.
 AB4098
 AB4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6879223234(NAD 83)
 AB4098_MARKER: DB = BENCH MARK DISK
 AB4098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4098_STAMPING: ET 3 DOS 1965
 AB4098_MARK LOGO: USGS  
 AB4098_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB4098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4098+STABILITY: SURFACE MOTION
 AB4098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4098+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 AB4098
 AB4098  HISTORY     - Date     Condition        Report By
 AB4098  HISTORY     - 1965     MONUMENTED       USGS
 AB4098  HISTORY     - 19950509 GOOD             NGS
 AB4098  HISTORY     - 20000605 GOOD             NEDR
 AB4098
 AB4098                          STATION DESCRIPTION
 AB4098
 AB4098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4098'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) WEST OF THE NORTHEAST
 AB4098'CORNER OF COLFAX COUNTY, 2 MI (3.2 KM) NORTHEAST OF HOWELLS, 2 MI (3.2
 AB4098'KM) NORTH OF STATE HIGHWAY 92, ON THE NORTH RIGHT-OF-WAY OF A GRADED
 AB4098'COUNTY ROAD BETWEEN CUMING AND COLFAX COUNTIES, ON ROAD RIGHT-OF-WAY
 AB4098'AND NEAR THE SOUTH 1/4 CORNER, SEC33, T21N, R4E.  TO REACH THE MARK
 AB4098'FROM THE HOWELLS POST OFFICE, GO NORTH ON A PAVED ROAD FOR 1.25 MI
 AB4098'(2.01 KM) TO A CURVE, THE SOUTHEAST CORNER OF A CEMETERY AND A GRADED
 AB4098'CROSSROAD.  TURN RIGHT AND GO EAST ON A COUNTY ROAD FOR 1.65 MI (2.66
 AB4098'KM) TO THE MARK ON THE LEFT, AT THE CREST OF A HIGH HILL.  THE DISK IS
 AB4098'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.3
 AB4098'FT (9.1 CM) ABOVE THE GROUND.  IT IS 29.0 FT (8.8 M) NORTH OF THE
 AB4098'CENTERLINE OF THE ROAD, 5.0 FT (1.5 M) WEST-SOUTHWEST FROM A UTILITY
 AB4098'POLE, 3.0 FT (0.9 M) EAST FROM A FIBERGLASS WITNESS POST, 1.5 FT (0.5
 AB4098'M) SOUTH FROM A METAL WITNESS POST AND IS ABOUT 1.5 FT (0.5 M) LOWER
 AB4098'THAN THE ROAD.  A LENGTH OF REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF
 AB4098'THE MARK.
 AB4098
 AB4098                          STATION RECOVERY (2000)
 AB4098
 AB4098'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4098'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0132 ***********************************************************************
 NO0132  DESIGNATION -  3 HT
 NO0132  PID         -  NO0132
 NO0132  STATE/COUNTY-  NE/CHERRY
 NO0132  USGS QUAD   -  CROOKSTON EAST (1983)
 NO0132
 NO0132                         *CURRENT SURVEY CONTROL
 NO0132  ___________________________________________________________________
 NO0132* NAD 83(1986)-  42 53 00.     (N)    100 38 35.     (W)     SCALED    
 NO0132* NAVD 88     -       806.737  (meters)    2646.77   (feet)  ADJUSTED  
 NO0132  ___________________________________________________________________
 NO0132  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 NO0132  DYNAMIC HT  -         806.415 (meters)    2645.71  (feet)  COMP
 NO0132  MODELED GRAV-     980,194.7   (mgal)                       NAVD 88
 NO0132
 NO0132  VERT ORDER  -  FIRST     CLASS II
 NO0132
 NO0132.The horizontal coordinates were scaled from a topographic map and have
 NO0132.an estimated accuracy of +/- 6 seconds.
 NO0132
 NO0132.The orthometric height was determined by differential leveling
 NO0132.and adjusted by the National Geodetic Survey in June 1991..
 NO0132
 NO0132.The geoid height was determined by GEOID03.
 NO0132
 NO0132.The dynamic height is computed by dividing the NAVD 88
 NO0132.geopotential number by the normal gravity value computed on the
 NO0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0132.degrees latitude (g = 980.6199 gals.).
 NO0132
 NO0132.The modeled gravity was interpolated from observed gravity values.
 NO0132
 NO0132;                    North         East    Units  Estimated Accuracy
 NO0132;SPC NE       -   338,860.      447,470.      MT  (+/- 180 meters Scaled)
 NO0132
 NO0132                          SUPERSEDED SURVEY CONTROL
 NO0132
 NO0132  NGVD 29 (??/??/92)  806.444  (m)         2645.81   (f) ADJ UNCH    1 2
 NO0132
 NO0132.Superseded values are not recommended for survey control.
 NO0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0132.See file dsdata.txt to determine how the superseded data were derived.
 NO0132
 NO0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN658491(NAD 83)
 NO0132_MARKER: DD = SURVEY DISK
 NO0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0132_STAMPING: 3 HT 1947
 NO0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0132+STABILITY: SURFACE MOTION
 NO0132
 NO0132  HISTORY     - Date     Condition        Report By
 NO0132  HISTORY     - 1947     MONUMENTED       USGS
 NO0132  HISTORY     - 1957     GOOD             NGS
 NO0132
 NO0132                          STATION DESCRIPTION
 NO0132
 NO0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0132'5 MI W FROM VALENTINE.
 NO0132'ABOUT 4.95 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0132'FROM THE STATION AT VALENTINE, IN SECTION 29 OR 30, T. 34 N.,
 NO0132'R. 28 E., 19 POLES EAST OF MILE POST 295, 328 FEET SOUTH-SOUTHWEST
 NO0132'AND ACROSS U.S. HIGHWAY 20 FROM THE NEAR RAIL, 43 FEET SOUTH-SOUTHWEST
 NO0132'OF THE CENTER LINE OF THE HIGHWAY, ON THE CREST OF A SAND HILL, 4
 NO0132'FEET SOUTH OF A FENCE LINE, ABOUT 8 FEET ABOVE THE LEVEL OF THE
 NO0132'HIGHWAY AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1424 ***********************************************************************
 LF1424  DESIGNATION -  300
 LF1424  PID         -  LF1424
 LF1424  STATE/COUNTY-  NE/CASS
 LF1424  USGS QUAD   -  MC PAUL (1984)
 LF1424
 LF1424                         *CURRENT SURVEY CONTROL
 LF1424  ___________________________________________________________________
 LF1424* NAD 83(1995)-  40 52 18.66850(N)    095 50 41.67228(W)     ADJUSTED  
 LF1424* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 LF1424  ___________________________________________________________________
 LF1424  LAPLACE CORR-         -10.73  (seconds)                    DEFLEC99
 LF1424  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 LF1424
 LF1424  HORZ ORDER  -  THIRD
 LF1424
 LF1424.The horizontal coordinates were established by classical geodetic methods
 LF1424.and adjusted by the National Geodetic Survey in August 1997..
 LF1424
 LF1424.The orthometric height was scaled from a topographic map.
 LF1424
 LF1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1424
 LF1424.The geoid height was determined by GEOID03.
 LF1424
 LF1424;                    North         East     Units Scale Factor Converg.
 LF1424;SPC NE       -   123,716.624   850,032.490   MT  0.99971937   +2 45 12.8
 LF1424;SPC IA S     -    99,481.783   302,359.940   MT  0.99996477   -1 32 40.5
 LF1424;UTM  15      - 4,528,428.065   260,261.668   MT  1.00030746   -1 51 45.0
 LF1424
 LF1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1424!SPC NE       -   0.99995138  x   0.99971937  =   0.99967076
 LF1424!SPC IA S     -   0.99995138  x   0.99996477  =   0.99991615
 LF1424!UTM  15      -   0.99995138  x   1.00030746  =   1.00025882
 LF1424
 LF1424|---------------------------------------------------------------------|
 LF1424| PID    Reference Object                     Distance      Geod. Az  |
 LF1424|                                                           dddmmss.s |
 LF1424| CL6690 300 RM 1                              7.937 METERS 09827     |
 LF1424| CL6689 300 AZ MK                                          2885029.5 |
 LF1424| CL6691 300 RM 2                              8.179 METERS 33653     |
 LF1424|---------------------------------------------------------------------|
 LF1424
 LF1424                          SUPERSEDED SURVEY CONTROL
 LF1424
 LF1424  NAD 83(1986)-  40 52 18.67692(N)    095 50 41.66798(W) AD(       ) 3
 LF1424  NAD 27      -  40 52 18.68100(N)    095 50 40.64300(W) AD(       ) 3
 LF1424
 LF1424.Superseded values are not recommended for survey control.
 LF1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1424.See file dsdata.txt to determine how the superseded data were derived.
 LF1424
 LF1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6026228428(NAD 83)
 LF1424_MARKER: P = PIPE CAP
 LF1424_SETTING: 0 = UNSPECIFIED SETTING
 LF1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1424+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2004
 LF1424
 LF1424  HISTORY     - Date     Condition        Report By
 LF1424  HISTORY     - 1947     MONUMENTED       MORC
 LF1424  HISTORY     - 20041229 GOOD             GEOCAC
 LF1424
 LF1424                          STATION DESCRIPTION
 LF1424
 LF1424'DESCRIBED BY MISSOURI RIVER COMMISSION 1947 (GLS)
 LF1424'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF UNION, 5.5
 LF1424'MILES SOUTHEAST OF MURRAY, IN A PASTURE ON THE SOUTHEAST POINT OF
 LF1424'RIDGE OVERLOOKING THE MISSOURI RIVER TO THE EAST AND 61 FEET EAST
 LF1424'OF THE WIRE FENCE ALONG THE WEST SIDE OF PASTURE.  THE MARK IS A
 LF1424'2 INCH PIPE EMBEDDED IN AN 18 INCH SQUARE CONCRETE BLOCK WITH
 LF1424'A BRONZE CAP HAVING US AND A TRIANGLE MARKING THE CENTER CAST ON
 LF1424'ITS FACE.  THE PIPE PROJECTS 3 INCHES AND THE CAP IS STAMPED
 LF1424'300.
 LF1424'
 LF1424'REFERENCE MARK NO. 1 IS 26.04 FEET EAST-SOUTHEAST OF THE STATION
 LF1424'AND 39 FEET WEST OF A 15 INCH OAK TREE.  THE MARK IS SET IN A
 LF1424'5 INCH GALVANIZED PIPE FILLED WITH CONCRETE WHICH PROJECTS 6
 LF1424'INCHES AND THE DISK IS STAMPED 300 M.R.C. 1947 NO 1.
 LF1424'
 LF1424'REFERENCE MARK NO. 2 IS 26.83 FEET NORTHWEST OF THE STATION AND
 LF1424'49 FEET EAST OF THE PASTURE FENCE.  THE MARK IS SET IN A 5 INCH
 LF1424'GALVANIZED PIPE FILLED WITH CONCRETE WHICH PROJECTS 6 INCHES AND
 LF1424'THE DISK IS STAMPED 300 M.R.C. 1947 NO 2.
 LF1424'
 LF1424'AZIMUTH MARK IS ABOUT 0.75 MILE WEST-NORTHWEST OF THE STATION IN A
 LF1424'FARM YARD, 37 FEET EAST OF A WINDMILL AND 17 FEET NORTH OF THE
 LF1424'CORRAL FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LF1424'300 M.R.C. 1947.
 LF1424'
 LF1424'TO REACH THE JUNCTION OF US HIGHWAYS 75 AND 34 IN PLATTSMOUTH, GO
 LF1424'SOUTH ON BOTH HIGHWAYS FOR 7.3 MILES TO CROSSROADS AT THE
 LF1424'JUNCTION OF STATE HIGHWAY 1, CONTINUE ON HIGHWAY 75 AND 34 FOR
 LF1424'2.1 MILES TO CROSSROADS, TURN LEFT ON DIRT ROAD FOR 3.1 MILES TO A
 LF1424'T ROAD RIGHT, TURN RIGHT ACROSS BRIDGE AND GO 0.65 MILE TO THE
 LF1424'END OF TRUCK TRAVEL AT THE ENTRANCE TO FIELD ON THE LEFT, HERE
 LF1424'PACK SOUTHEAST ACROSS FIELDS AND ALONG TOP OF RIDGE FOR 0.75
 LF1424'MILE TO THE HIGHEST POINT AND THE STATION AT END OF RIDGE.
 LF1424'
 LF1424'TO REACH THE AZIMUTH FROM THE END OF TRUCK TRAVEL, GO SOUTH FOR
 LF1424'0.15 MILE TO A FARM HOME ON THE RIGHT AND THE MARK NEAR THE
 LF1424'WINDMILL.
 LF1424'
 LF1424'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LF1424
 LF1424                          STATION RECOVERY (2004)
 LF1424
 LF1424'RECOVERY NOTE BY GEOCACHING 2004 (MAS)
 LF1424'THIS STATION AS WELL AS REFERENCE MARKS 1 AND 2 ARE IN GREAT SHAPE AT
 LF1424'COORDINATES N 40 52.311 W 095 50.694   HAVE PICTURES BUT NOT SURE HOW
 LF1424'TO SUBMIT THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0208 ***********************************************************************
 MM0208  DESIGNATION -  3060
 MM0208  PID         -  MM0208
 MM0208  STATE/COUNTY-  NE/KEITH
 MM0208  USGS QUAD   -  PAXTON SOUTH (1971)
 MM0208
 MM0208                         *CURRENT SURVEY CONTROL
 MM0208  ___________________________________________________________________
 MM0208* NAD 83(1986)-  41 07 22.     (N)    101 21 18.     (W)     SCALED    
 MM0208* NAVD 88     -       932.359  (meters)    3058.91   (feet)  ADJUSTED  
 MM0208  ___________________________________________________________________
 MM0208  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 MM0208  DYNAMIC HT  -         931.782 (meters)    3057.02  (feet)  COMP
 MM0208  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 MM0208
 MM0208  VERT ORDER  -  FIRST     CLASS II
 MM0208
 MM0208.The horizontal coordinates were scaled from a topographic map and have
 MM0208.an estimated accuracy of +/- 6 seconds.
 MM0208
 MM0208.The orthometric height was determined by differential leveling
 MM0208.and adjusted by the National Geodetic Survey in June 1991..
 MM0208
 MM0208.The geoid height was determined by GEOID03.
 MM0208
 MM0208.The dynamic height is computed by dividing the NAVD 88
 MM0208.geopotential number by the normal gravity value computed on the
 MM0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0208.degrees latitude (g = 980.6199 gals.).
 MM0208
 MM0208.The modeled gravity was interpolated from observed gravity values.
 MM0208
 MM0208;                    North         East    Units  Estimated Accuracy
 MM0208;SPC NE       -   144,050.      386,250.      MT  (+/- 180 meters Scaled)
 MM0208
 MM0208                          SUPERSEDED SURVEY CONTROL
 MM0208
 MM0208  NGVD 29 (??/??/92)  931.974  (m)         3057.65   (f) ADJ UNCH    1 2
 MM0208
 MM0208.Superseded values are not recommended for survey control.
 MM0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0208.See file dsdata.txt to determine how the superseded data were derived.
 MM0208
 MM0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL023550(NAD 83)
 MM0208_MARKER: P = PIPE CAP
 MM0208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0208_SP_SET: SHALLOW-SET PIPE
 MM0208_STAMPING: 3060 SIDNEY
 MM0208_MARK LOGO: USGS  
 MM0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0208
 MM0208  HISTORY     - Date     Condition        Report By
 MM0208  HISTORY     - UNK      MONUMENTED       USGS
 MM0208  HISTORY     - 1933     GOOD             NGS
 MM0208  HISTORY     - 1986     POOR             NGS
 MM0208
 MM0208                          STATION DESCRIPTION
 MM0208
 MM0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MM0208'AT PAXTON.
 MM0208'AT PAXTON, KEITH COUNTY, ABOUT 250 FEET WEST OF THE WEST END OF
 MM0208'THE UNION PACIFIC RAILROAD STATION, 72 FEET SOUTHEAST OF THE
 MM0208'SOUTHEAST CORNER OF A WATER TANK, AND 25 FEET NORTH OF THE
 MM0208'NORTH RAIL OF THE NORTH MAIN TRACK.  A UNITED STATES GEOLOGICAL
 MM0208'SURVEY STANDARD CAP, STAMPED 3060 SIDNEY AND RIVETED ON THE TOP
 MM0208'OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 MM0208
 MM0208                          STATION RECOVERY (1986)
 MM0208
 MM0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0208'RECOVERED IN POOR CONDITION.  NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0215 ***********************************************************************
 NO0215  DESIGNATION -  3106.8
 NO0215  PID         -  NO0215
 NO0215  STATE/COUNTY-  NE/CHERRY
 NO0215  USGS QUAD   -  CODY WEST (1985)
 NO0215
 NO0215                         *CURRENT SURVEY CONTROL
 NO0215  ___________________________________________________________________
 NO0215* NAD 83(1986)-  42 56 28.     (N)    101 17 15.     (W)     SCALED    
 NO0215* NAVD 88     -       947.341  (meters)    3108.07   (feet)  ADJUSTED  
 NO0215  ___________________________________________________________________
 NO0215  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 NO0215  DYNAMIC HT  -         946.935 (meters)    3106.74  (feet)  COMP
 NO0215  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 NO0215
 NO0215  VERT ORDER  -  FIRST     CLASS II
 NO0215
 NO0215.The horizontal coordinates were scaled from a topographic map and have
 NO0215.an estimated accuracy of +/- 6 seconds.
 NO0215
 NO0215.The orthometric height was determined by differential leveling
 NO0215.and adjusted by the National Geodetic Survey in June 1991..
 NO0215
 NO0215.The geoid height was determined by GEOID03.
 NO0215
 NO0215.The dynamic height is computed by dividing the NAVD 88
 NO0215.geopotential number by the normal gravity value computed on the
 NO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0215.degrees latitude (g = 980.6199 gals.).
 NO0215
 NO0215.The modeled gravity was interpolated from observed gravity values.
 NO0215
 NO0215;                    North         East    Units  Estimated Accuracy
 NO0215;SPC NE       -   345,860.      394,920.      MT  (+/- 180 meters Scaled)
 NO0215
 NO0215                          SUPERSEDED SURVEY CONTROL
 NO0215
 NO0215  NGVD 29 (??/??/92)  946.962  (m)         3106.82   (f) ADJ UNCH    1 2
 NO0215
 NO0215.Superseded values are not recommended for survey control.
 NO0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0215.See file dsdata.txt to determine how the superseded data were derived.
 NO0215
 NO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN133568(NAD 83)
 NO0215_MARKER: X = CHISELED CROSS
 NO0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NO0215_SP_SET: CULVERT
 NO0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0215
 NO0215  HISTORY     - Date     Condition        Report By
 NO0215  HISTORY     - UNK      MONUMENTED       USGS
 NO0215  HISTORY     - 1957     GOOD             NGS
 NO0215
 NO0215                          STATION DESCRIPTION
 NO0215
 NO0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0215'2.2 MI W FROM CODY.
 NO0215'ABOUT 2.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0215'FROM THE STATION AT CODY, IN SECTION 11, T. 34 N., R. 34 W., 16
 NO0215'FEET SOUTH OF THE SOUTH RAIL, ABOUT 6 FEET LOWER THAN THE RAIL,
 NO0215'A CHISELED SQUARE ON THE TOP OF THE EAST END OF THE SOUTH STONE
 NO0215'HEAD WALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0203 ***********************************************************************
 NO0203  DESIGNATION -  3139
 NO0203  PID         -  NO0203
 NO0203  STATE/COUNTY-  NE/CHERRY
 NO0203  USGS QUAD   -  CODY EAST (1985)
 NO0203
 NO0203                         *CURRENT SURVEY CONTROL
 NO0203  ___________________________________________________________________
 NO0203* NAD 83(1986)-  42 55 55.     (N)    101 08 50.     (W)     SCALED    
 NO0203* NAVD 88     -       957.278  (meters)    3140.67   (feet)  ADJUSTED  
 NO0203  ___________________________________________________________________
 NO0203  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 NO0203  DYNAMIC HT  -         956.873 (meters)    3139.34  (feet)  COMP
 NO0203  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 NO0203
 NO0203  VERT ORDER  -  FIRST     CLASS II
 NO0203
 NO0203.The horizontal coordinates were scaled from a topographic map and have
 NO0203.an estimated accuracy of +/- 6 seconds.
 NO0203
 NO0203.The orthometric height was determined by differential leveling
 NO0203.and adjusted by the National Geodetic Survey in June 1991..
 NO0203
 NO0203.The geoid height was determined by GEOID03.
 NO0203
 NO0203.The dynamic height is computed by dividing the NAVD 88
 NO0203.geopotential number by the normal gravity value computed on the
 NO0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0203.degrees latitude (g = 980.6199 gals.).
 NO0203
 NO0203.The modeled gravity was interpolated from observed gravity values.
 NO0203
 NO0203;                    North         East    Units  Estimated Accuracy
 NO0203;SPC NE       -   344,680.      406,360.      MT  (+/- 180 meters Scaled)
 NO0203
 NO0203                          SUPERSEDED SURVEY CONTROL
 NO0203
 NO0203  NGVD 29 (??/??/92)  956.913  (m)         3139.47   (f) ADJ UNCH    1 2
 NO0203
 NO0203.Superseded values are not recommended for survey control.
 NO0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0203.See file dsdata.txt to determine how the superseded data were derived.
 NO0203
 NO0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN247554(NAD 83)
 NO0203_MARKER: X = CHISELED CROSS
 NO0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NO0203_SP_SET: CULVERT
 NO0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0203
 NO0203  HISTORY     - Date     Condition        Report By
 NO0203  HISTORY     - UNK      MONUMENTED       USGS
 NO0203  HISTORY     - 1957     GOOD             NGS
 NO0203
 NO0203                          STATION DESCRIPTION
 NO0203
 NO0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0203'5.4 MI E FROM CODY.
 NO0203'ABOUT 5.35 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0203'FROM THE STATION AT CODY, IN SECTION 12, T. 34 N., R. 33 W., 66
 NO0203'FEET NORTHEAST OF THE FIRST POLE EAST OF MILEPOST 302, 18 FEET
 NO0203'SOUTH OF THE SOUTH RAIL, ABOUT 4 FEET BELOW THE TRACK, A CROSS
 NO0203'CUT ON THE SOUTH END OF A 36-INCH CAST IRON CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0116 ***********************************************************************
 MM0116  DESIGNATION -  3183
 MM0116  PID         -  MM0116
 MM0116  STATE/COUNTY-  NE/MCPHERSON
 MM0116  USGS QUAD   -  PULLEN RANCH (1972)
 MM0116
 MM0116                         *CURRENT SURVEY CONTROL
 MM0116  ___________________________________________________________________
 MM0116* NAD 83(1986)-  41 24 10.     (N)    100 52 51.     (W)     SCALED    
 MM0116* NAVD 88     -       966.751  (meters)    3171.75   (feet)  ADJUSTED  
 MM0116  ___________________________________________________________________
 MM0116  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 MM0116  DYNAMIC HT  -         966.162 (meters)    3169.82  (feet)  COMP
 MM0116  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 MM0116
 MM0116  VERT ORDER  -  FIRST     CLASS II
 MM0116
 MM0116.The horizontal coordinates were scaled from a topographic map and have
 MM0116.an estimated accuracy of +/- 6 seconds.
 MM0116
 MM0116.The orthometric height was determined by differential leveling
 MM0116.and adjusted by the National Geodetic Survey in June 1991..
 MM0116
 MM0116.The geoid height was determined by GEOID03.
 MM0116
 MM0116.The dynamic height is computed by dividing the NAVD 88
 MM0116.geopotential number by the normal gravity value computed on the
 MM0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0116.degrees latitude (g = 980.6199 gals.).
 MM0116
 MM0116.The modeled gravity was interpolated from observed gravity values.
 MM0116
 MM0116;                    North         East    Units  Estimated Accuracy
 MM0116;SPC NE       -   174,620.      426,370.      MT  (+/- 180 meters Scaled)
 MM0116
 MM0116                          SUPERSEDED SURVEY CONTROL
 MM0116
 MM0116  NGVD 29 (??/??/92)  966.375  (m)         3170.52   (f) ADJ UNCH    1 2
 MM0116
 MM0116.Superseded values are not recommended for survey control.
 MM0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0116.See file dsdata.txt to determine how the superseded data were derived.
 MM0116
 MM0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL427851(NAD 83)
 MM0116_MARKER: P = PIPE CAP
 MM0116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0116_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MM0116_STAMPING: 3170.515 SIDNEY
 MM0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0116
 MM0116  HISTORY     - Date     Condition        Report By
 MM0116  HISTORY     - UNK      MONUMENTED       USGS
 MM0116  HISTORY     - 1933     GOOD             NGS
 MM0116  HISTORY     - 1934     POOR             NGS
 MM0116  HISTORY     - 19910819 MARK NOT FOUND   NGS
 MM0116
 MM0116                          STATION DESCRIPTION
 MM0116
 MM0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MM0116'4.5 MI S FROM TRYON.
 MM0116'4.5 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0116'TRYON, MC PHERSON COUNTY, 3.7 MILES NORTH OF ROSEDALE SCHOOL,
 MM0116'AT THE NORTH END OF AN S-CURVE, AND 11 YARDS EAST OF THE
 MM0116'CENTERLINE OF THE OLD HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 MM0116'STANDARD CAP, STAMPED 3170.515 SIDNEY AND RIVETED ON THE TOP OF A
 MM0116'3-INCH IRON PIPE PROJECTING 2 FEET ABOVE GROUND.
 MM0116
 MM0116                          STATION RECOVERY (1934)
 MM0116
 MM0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MM0116'MARK RECOVERED IN POOR CONDITION.
 MM0116
 MM0116                          STATION RECOVERY (1991)
 MM0116
 MM0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0116'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0540 ***********************************************************************
 MM0540  DESIGNATION -  3183 RESET
 MM0540  PID         -  MM0540
 MM0540  STATE/COUNTY-  NE/MCPHERSON
 MM0540  USGS QUAD   -  PULLEN RANCH (1972)
 MM0540
 MM0540                         *CURRENT SURVEY CONTROL
 MM0540  ___________________________________________________________________
 MM0540* NAD 83(1986)-  41 24 09.     (N)    100 52 52.     (W)     SCALED    
 MM0540* NAVD 88     -       966.515  (meters)    3170.97   (feet)  ADJUSTED  
 MM0540  ___________________________________________________________________
 MM0540  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 MM0540  DYNAMIC HT  -         965.927 (meters)    3169.05  (feet)  COMP
 MM0540  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 MM0540
 MM0540  VERT ORDER  -  FIRST     CLASS II
 MM0540
 MM0540.The horizontal coordinates were scaled from a topographic map and have
 MM0540.an estimated accuracy of +/- 6 seconds.
 MM0540
 MM0540.The orthometric height was determined by differential leveling
 MM0540.and adjusted by the National Geodetic Survey in June 1994..
 MM0540
 MM0540.The geoid height was determined by GEOID03.
 MM0540
 MM0540.The dynamic height is computed by dividing the NAVD 88
 MM0540.geopotential number by the normal gravity value computed on the
 MM0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0540.degrees latitude (g = 980.6199 gals.).
 MM0540
 MM0540.The modeled gravity was interpolated from observed gravity values.
 MM0540
 MM0540;                    North         East    Units  Estimated Accuracy
 MM0540;SPC NE       -   174,590.      426,350.      MT  (+/- 180 meters Scaled)
 MM0540
 MM0540                          SUPERSEDED SURVEY CONTROL
 MM0540
 MM0540  NGVD 29 (02/14/92)  966.139  (m)         3169.74   (f) ADJUSTED    1 2
 MM0540
 MM0540.Superseded values are not recommended for survey control.
 MM0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0540.See file dsdata.txt to determine how the superseded data were derived.
 MM0540
 MM0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL427851(NAD 83)
 MM0540_MARKER: DV = VERTICAL CONTROL DISK
 MM0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0540_SP_SET: CONCRETE POST
 MM0540_STAMPING: 3183 USGS RESET 1984
 MM0540_MARK LOGO: NGS   
 MM0540_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0540+STABILITY: SURFACE MOTION
 MM0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0540+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0540
 MM0540  HISTORY     - Date     Condition        Report By
 MM0540  HISTORY     - 1984     MONUMENTED       NGS
 MM0540  HISTORY     - 19910820 GOOD             NGS
 MM0540
 MM0540                          STATION DESCRIPTION
 MM0540
 MM0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0540'21.6 KM (13.40 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0540'COURTHOUSE IN TRYON, 1.1 KM (0.70 MI) NORTH OF THE LINCOLN-MCPHERSON
 MM0540'COUNTY LINE, 28.9 M (94.8 FT) WEST OF AND LEVEL WITH THE HIGHWAY
 MM0540'CENTERLINE, 10.7 M (35.1 FT) SOUTH OF THE MOST SOUTHERLY OF 3 BRACED
 MM0540'FENCE POSTS, 2.4 M (7.9 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 MM0540'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0982 ***********************************************************************
 LG0982  DESIGNATION -  32 RGW
 LG0982  PID         -  LG0982
 LG0982  STATE/COUNTY-  NE/CASS
 LG0982  USGS QUAD   -  MURDOCK (1972)
 LG0982
 LG0982                         *CURRENT SURVEY CONTROL
 LG0982  ___________________________________________________________________
 LG0982* NAD 83(1995)-  40 54 49.74014(N)    096 15 19.00488(W)     ADJUSTED  
 LG0982* NAVD 88     -       375.8    (meters)    1233.     (feet)  VERTCON   
 LG0982  ___________________________________________________________________
 LG0982  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 LG0982  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 LG0982
 LG0982  HORZ ORDER  -  SECOND
 LG0982
 LG0982.The horizontal coordinates were established by classical geodetic methods
 LG0982.and adjusted by the National Geodetic Survey in August 1997..
 LG0982
 LG0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0982
 LG0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0982
 LG0982.The geoid height was determined by GEOID03.
 LG0982
 LG0982;                    North         East     Units Scale Factor Converg.
 LG0982;SPC NE       -   126,791.723   815,283.236   MT  0.99971161   +2 28 53.8
 LG0982;UTM  14      - 4,532,817.458   731,148.377   MT  1.00025766   +1 47 54.2
 LG0982
 LG0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0982!SPC NE       -   0.99994518  x   0.99971161  =   0.99965680
 LG0982!UTM  14      -   0.99994518  x   1.00025766  =   1.00020282
 LG0982
 LG0982                          SUPERSEDED SURVEY CONTROL
 LG0982
 LG0982  NAD 83(1986)-  40 54 49.75095(N)    096 15 19.00384(W) AD(       ) 2
 LG0982  NAD 27      -  40 54 49.76850(N)    096 15 17.99550(W) AD(       ) 2
 LG0982  NGVD 29 (07/19/86)  375.7    (m)         1233.     (f) VERT ANG       
 LG0982
 LG0982.Superseded values are not recommended for survey control.
 LG0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0982.See file dsdata.txt to determine how the superseded data were derived.
 LG0982
 LG0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3114832817(NAD 83)
 LG0982_MARKER: DD = SURVEY DISK
 LG0982_SETTING: 0 = UNSPECIFIED SETTING
 LG0982
 LG0982  HISTORY     - Date     Condition        Report By
 LG0982  HISTORY     - 1967     MONUMENTED       USGS
 LG0982
 LG0982                          STATION DESCRIPTION
 LG0982
 LG0982'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 LG0982'THE MARK IS LOCATED 6 MILES S AND 0.3 MILE W OF SOUTH BEND- ONE
 LG0982'MILE S AND 1.2 MILES E OF MURDOCK IN T 12 N R 10 E NEAR SEC CORS
 LG0982'13,14,23,24- 67 FEET S AND 29 FEET W OF CROSS ROADS (STATE HWY 1
 LG0982'(PAVED) IS E-W AND GRAVEL ROAD IS N-S), 2.5 FEET SE OF CORNER
 LG0982'FENCE POST, 17 FEET W OF POWER POLE AND ONE FOOT N OF WITNESS
 LG0982'POST.  THE MARK IS A STANDARD TABLET STAMPED 32 RGW 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1968 ***********************************************************************
 MK1968  DESIGNATION -  322
 MK1968  PID         -  MK1968
 MK1968  STATE/COUNTY-  NE/WASHINGTON
 MK1968  USGS QUAD   -  MODALE (1970)
 MK1968
 MK1968                         *CURRENT SURVEY CONTROL
 MK1968  ___________________________________________________________________
 MK1968* NAD 83(1995)-  41 36 51.70832(N)    096 07 27.52909(W)     ADJUSTED  
 MK1968* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 MK1968  ___________________________________________________________________
 MK1968  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 MK1968  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 MK1968
 MK1968  HORZ ORDER  -  THIRD
 MK1968
 MK1968.The horizontal coordinates were established by classical geodetic methods
 MK1968.and adjusted by the National Geodetic Survey in August 1997..
 MK1968
 MK1968.The orthometric height was scaled from a topographic map.
 MK1968
 MK1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1968
 MK1968.The geoid height was determined by GEOID03.
 MK1968
 MK1968;                    North         East     Units Scale Factor Converg.
 MK1968;SPC NE       -   204,976.160   822,817.155   MT  0.99966038   +2 34 06.3
 MK1968;SPC IA S     -   182,575.512   281,304.586   MT  0.99997437   -1 43 43.1
 MK1968;UTM  14      - 4,610,955.876   739,602.059   MT  1.00030654   +1 54 38.5
 MK1968
 MK1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1968!SPC NE       -   0.99995576  x   0.99966038  =   0.99961615
 MK1968!SPC IA S     -   0.99995576  x   0.99997437  =   0.99993013
 MK1968!UTM  14      -   0.99995576  x   1.00030654  =   1.00026229
 MK1968
 MK1968|---------------------------------------------------------------------|
 MK1968| PID    Reference Object                     Distance      Geod. Az  |
 MK1968|                                                           dddmmss.s |
 MK1968| MK1970 TYSON                               338.814 METERS 21021     |
 MK1968|---------------------------------------------------------------------|
 MK1968
 MK1968                          SUPERSEDED SURVEY CONTROL
 MK1968
 MK1968  NAD 83(1986)-  41 36 51.71366(N)    096 07 27.53103(W) AD(       ) 3
 MK1968  NAD 27      -  41 36 51.74200(N)    096 07 26.48500(W) AD(       ) 3
 MK1968
 MK1968.Superseded values are not recommended for survey control.
 MK1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1968.See file dsdata.txt to determine how the superseded data were derived.
 MK1968
 MK1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3960210956(NAD 83)
 MK1968_MARKER: P = PIPE CAP
 MK1968_SETTING: 0 = UNSPECIFIED SETTING
 MK1968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1968
 MK1968  HISTORY     - Date     Condition        Report By
 MK1968  HISTORY     - 1947     MONUMENTED       MORC
 MK1968
 MK1968                          STATION DESCRIPTION
 MK1968
 MK1968'DESCRIBED BY MISSOURI RIVER COMMISSION 1947 (GLS)
 MK1968'STATION IS LOCATED ABOUT 4-1/2 MILES NORTH NORTHEAST OF BLAIR AND
 MK1968'ABOUT 0.3 MILE NORTHEAST OF TRIANGULATION STATION TYSON.  STATION
 MK1968'IS 170 PACES EAST OF ROAD, 3 FEET WEST OF WITNESS POST AND IS
 MK1968'IN FENCELINE.  THE MARK IS A MORC MARK WHICH IS A 2 INCH IRON PIPE
 MK1968'WITH CAP, PROJECTING ABOUT 6 INCHES AND IS STAMPED 322.
 MK1968'
 MK1968'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 73 AND 30 IN WEST
 MK1968'EDGE OF BLAIR GO NORTH ON U.S. HIGHWAY FOR 6.2 MILES TO T ROAD
 MK1968'RIGHT.  TURN RIGHT AND GO EAST NORTHEAST FOR 3.35 MILES TO A SCHOOL
 MK1968'HOUSE ON LEFT.  CONTINUE EAST, SOUTHEAST AND SOUTH FOR 1.0 MILE
 MK1968'AND THEN PACK EAST FOR 170 PACES TO STATION ALONG FENCELINE AS
 MK1968'DESCRIBED.
 MK1968'
 MK1968'THIS IS A THIRD ORDER STATION.  (FOUR POSITIONS)
 MK1968'
 MK1968'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0223 ***********************************************************************
 MM0223  DESIGNATION -  3242
 MM0223  PID         -  MM0223
 MM0223  STATE/COUNTY-  NE/KEITH
 MM0223  USGS QUAD   -  BRULE SE (1961)
 MM0223
 MM0223                         *CURRENT SURVEY CONTROL
 MM0223  ___________________________________________________________________
 MM0223* NAD 83(1986)-  41 06 52.     (N)    101 45 55.     (W)     SCALED    
 MM0223* NAVD 88     -       988.013  (meters)    3241.51   (feet)  ADJUSTED  
 MM0223  ___________________________________________________________________
 MM0223  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 MM0223  DYNAMIC HT  -         987.395 (meters)    3239.48  (feet)  COMP
 MM0223  MODELED GRAV-     979,964.9   (mgal)                       NAVD 88
 MM0223
 MM0223  VERT ORDER  -  FIRST     CLASS II
 MM0223
 MM0223.The horizontal coordinates were scaled from a topographic map and have
 MM0223.an estimated accuracy of +/- 6 seconds.
 MM0223
 MM0223.The orthometric height was determined by differential leveling
 MM0223.and adjusted by the National Geodetic Survey in June 1991..
 MM0223
 MM0223.The geoid height was determined by GEOID03.
 MM0223
 MM0223.The dynamic height is computed by dividing the NAVD 88
 MM0223.geopotential number by the normal gravity value computed on the
 MM0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0223.degrees latitude (g = 980.6199 gals.).
 MM0223
 MM0223.The modeled gravity was interpolated from observed gravity values.
 MM0223
 MM0223;                    North         East    Units  Estimated Accuracy
 MM0223;SPC NE       -   143,750.      351,790.      MT  (+/- 180 meters Scaled)
 MM0223
 MM0223                          SUPERSEDED SURVEY CONTROL
 MM0223
 MM0223  NGVD 29 (??/??/92)  987.578  (m)         3240.08   (f) ADJ UNCH    1 2
 MM0223
 MM0223.Superseded values are not recommended for survey control.
 MM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0223.See file dsdata.txt to determine how the superseded data were derived.
 MM0223
 MM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL678551(NAD 83)
 MM0223_MARKER: P = PIPE CAP
 MM0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MM0223_STAMPING: 3242 SIDNEY
 MM0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0223
 MM0223  HISTORY     - Date     Condition        Report By
 MM0223  HISTORY     - UNK      MONUMENTED       USGS
 MM0223  HISTORY     - 1933     GOOD             NGS
 MM0223  HISTORY     - 1972     MARK NOT FOUND   NGS
 MM0223  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0223
 MM0223                          STATION DESCRIPTION
 MM0223
 MM0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MM0223'2.5 MI W FROM OGALLALA.
 MM0223'ABOUT 2.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0223'OGALLALA, KEITH COUNTY, ABOUT 15-1/2 POLES WEST OF MILEPOST
 MM0223'337, 72 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, NORTH
 MM0223'OF DECK GRIDER BRIDGE 337.31, 61 FEET NORTH OF THE NORTH RAIL
 MM0223'OF THE NORTH MAIN TRACK, 15 FEET NORTH OF THE NORTH RAILROAD
 MM0223'RIGHT-OF-WAY FENCE, AND ON THE HIGHWAY RIGHT-OF-WAY.  A UNITED
 MM0223'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3242 SIDNEY AND
 MM0223'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT
 MM0223'5 INCHES ABOVE GROUND.
 MM0223
 MM0223                          STATION RECOVERY (1972)
 MM0223
 MM0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0223'MARK NOT FOUND.
 MM0223
 MM0223                          STATION RECOVERY (1986)
 MM0223
 MM0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0223'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0147 ***********************************************************************
 MN0147  DESIGNATION -  32.64
 MN0147  PID         -  MN0147
 MN0147  STATE/COUNTY-  NE/MORRILL
 MN0147  USGS QUAD   -  BRIDGEPORT (1965)
 MN0147
 MN0147                         *CURRENT SURVEY CONTROL
 MN0147  ___________________________________________________________________
 MN0147* NAD 83(1986)-  41 42 50.     (N)    103 06 29.     (W)     SCALED    
 MN0147* NAVD 88     -      1143.721  (meters)    3752.36   (feet)  ADJUSTED  
 MN0147  ___________________________________________________________________
 MN0147  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 MN0147  DYNAMIC HT  -        1143.004 (meters)    3750.01  (feet)  COMP
 MN0147  MODELED GRAV-     979,956.4   (mgal)                       NAVD 88
 MN0147
 MN0147  VERT ORDER  -  FIRST     CLASS II
 MN0147
 MN0147.The horizontal coordinates were scaled from a topographic map and have
 MN0147.an estimated accuracy of +/- 6 seconds.
 MN0147
 MN0147.The orthometric height was determined by differential leveling
 MN0147.and adjusted by the National Geodetic Survey in June 1991..
 MN0147
 MN0147.The geoid height was determined by GEOID03.
 MN0147
 MN0147.The dynamic height is computed by dividing the NAVD 88
 MN0147.geopotential number by the normal gravity value computed on the
 MN0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0147.degrees latitude (g = 980.6199 gals.).
 MN0147
 MN0147.The modeled gravity was interpolated from observed gravity values.
 MN0147
 MN0147;                    North         East    Units  Estimated Accuracy
 MN0147;SPC NE       -   213,440.      241,490.      MT  (+/- 180 meters Scaled)
 MN0147
 MN0147                          SUPERSEDED SURVEY CONTROL
 MN0147
 MN0147  NGVD 29 (??/??/92) 1143.154  (m)         3750.50   (f) ADJ UNCH    1 2
 MN0147
 MN0147.Superseded values are not recommended for survey control.
 MN0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0147.See file dsdata.txt to determine how the superseded data were derived.
 MN0147
 MN0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG573197(NAD 83)
 MN0147_MARKER: R = RIVET
 MN0147_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0147_SP_SET: HEADWALL
 MN0147_MARK LOGO: NONE  
 MN0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0147+STABILITY: SURFACE MOTION
 MN0147
 MN0147  HISTORY     - Date     Condition        Report By
 MN0147  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0147  HISTORY     - 1956     GOOD             NGS
 MN0147  HISTORY     - 1985     GOOD             NGS
 MN0147
 MN0147                          STATION DESCRIPTION
 MN0147
 MN0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0147'4 MI N FROM BRIDGEPORT.
 MN0147'4.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0147'FROM THE STATION AT BRIDGEPORT, 9.4 FEET EAST OF THE EAST RAIL,
 MN0147'2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH
 MN0147'END OF THE EAST HEADWAL OF CONCRETE OVERPASS 32.64 OVER A
 MN0147'COUNTY ROAD, IN SECTION 8, TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0147
 MN0147                          STATION RECOVERY (1985)
 MN0147
 MN0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0147'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0147'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0228 ***********************************************************************
 MM0228  DESIGNATION -  3291
 MM0228  PID         -  MM0228
 MM0228  STATE/COUNTY-  NE/KEITH
 MM0228  USGS QUAD   -  BRULE (1961)
 MM0228
 MM0228                         *CURRENT SURVEY CONTROL
 MM0228  ___________________________________________________________________
 MM0228* NAD 83(1986)-  41 05 30.     (N)    101 53 19.     (W)     SCALED    
 MM0228* NAVD 88     -      1002.837  (meters)    3290.14   (feet)  ADJUSTED  
 MM0228  ___________________________________________________________________
 MM0228  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 MM0228  DYNAMIC HT  -        1002.212 (meters)    3288.09  (feet)  COMP
 MM0228  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 MM0228
 MM0228  VERT ORDER  -  FIRST     CLASS II
 MM0228
 MM0228.The horizontal coordinates were scaled from a topographic map and have
 MM0228.an estimated accuracy of +/- 6 seconds.
 MM0228
 MM0228.The orthometric height was determined by differential leveling
 MM0228.and adjusted by the National Geodetic Survey in June 1991..
 MM0228
 MM0228.The geoid height was determined by GEOID03.
 MM0228
 MM0228.The dynamic height is computed by dividing the NAVD 88
 MM0228.geopotential number by the normal gravity value computed on the
 MM0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0228.degrees latitude (g = 980.6199 gals.).
 MM0228
 MM0228.The modeled gravity was interpolated from observed gravity values.
 MM0228
 MM0228;                    North         East    Units  Estimated Accuracy
 MM0228;SPC NE       -   141,440.      341,380.      MT  (+/- 180 meters Scaled)
 MM0228
 MM0228                          SUPERSEDED SURVEY CONTROL
 MM0228
 MM0228  NGVD 29 (??/??/92) 1002.407  (m)         3288.73   (f) ADJ UNCH    1 2
 MM0228
 MM0228.Superseded values are not recommended for survey control.
 MM0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0228.See file dsdata.txt to determine how the superseded data were derived.
 MM0228
 MM0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL573529(NAD 83)
 MM0228_MARKER: P = PIPE CAP
 MM0228_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MM0228_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MM0228_STAMPING: 3291 SIDNEY
 MM0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0228
 MM0228  HISTORY     - Date     Condition        Report By
 MM0228  HISTORY     - UNK      MONUMENTED       USGS
 MM0228  HISTORY     - 1933     GOOD             NGS
 MM0228  HISTORY     - 1972     MARK NOT FOUND   NGS
 MM0228  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0228
 MM0228                          STATION DESCRIPTION
 MM0228
 MM0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MM0228'AT BRULE.
 MM0228'AT BRULE, KEITH COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT
 MM0228'1-1/2 POLES EAST OF MILEPOST 344, ABOUT 130 FEET WEST OF THE
 MM0228'CENTER OF THE FIRST STREET CROSSING WEST OF THE TRACK, ABOUT
 MM0228'100 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SHEET-IRON
 MM0228'SURFACED ELEVATOR OF THE W.T. BARSTOW GRAIN CO., 84 FEET NORTHWEST
 MM0228'OF THE LADDER ON THE WEST SIDE OF SEMAPHORE 343.9, 43.1 FEET
 MM0228'NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AND 100 FEET
 MM0228'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30.  A UNITED STATES
 MM0228'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3291 SIDNEY AND RIVETED
 MM0228'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 1 FOOT
 MM0228'ABOVE GROUND.
 MM0228
 MM0228                          STATION RECOVERY (1972)
 MM0228
 MM0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0228'MARK NOT FOUND.
 MM0228
 MM0228                          STATION RECOVERY (1986)
 MM0228
 MM0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0228'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0069 ***********************************************************************
 MN0069  DESIGNATION -  3341
 MN0069  PID         -  MN0069
 MN0069  STATE/COUNTY-  NE/KEITH
 MN0069  USGS QUAD   -  BIG SPRINGS (1961)
 MN0069
 MN0069                         *CURRENT SURVEY CONTROL
 MN0069  ___________________________________________________________________
 MN0069* NAD 83(1986)-  41 04 28.     (N)    102 00 30.     (W)     SCALED    
 MN0069* NAVD 88     -      1018.084  (meters)    3340.16   (feet)  ADJUSTED  
 MN0069  ___________________________________________________________________
 MN0069  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 MN0069  DYNAMIC HT  -        1017.436 (meters)    3338.04  (feet)  COMP
 MN0069  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 MN0069
 MN0069  VERT ORDER  -  FIRST     CLASS II
 MN0069
 MN0069.The horizontal coordinates were scaled from a topographic map and have
 MN0069.an estimated accuracy of +/- 6 seconds.
 MN0069
 MN0069.The orthometric height was determined by differential leveling
 MN0069.and adjusted by the National Geodetic Survey in June 1991..
 MN0069
 MN0069.The geoid height was determined by GEOID03.
 MN0069
 MN0069.The dynamic height is computed by dividing the NAVD 88
 MN0069.geopotential number by the normal gravity value computed on the
 MN0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0069.degrees latitude (g = 980.6199 gals.).
 MN0069
 MN0069.The modeled gravity was interpolated from observed gravity values.
 MN0069
 MN0069;                    North         East    Units  Estimated Accuracy
 MN0069;SPC NE       -   139,760.      331,290.      MT  (+/- 180 meters Scaled)
 MN0069
 MN0069                          SUPERSEDED SURVEY CONTROL
 MN0069
 MN0069  NGVD 29 (??/??/92) 1017.637  (m)         3338.70   (f) ADJ UNCH    1 2
 MN0069
 MN0069.Superseded values are not recommended for survey control.
 MN0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0069.See file dsdata.txt to determine how the superseded data were derived.
 MN0069
 MN0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF513513(NAD 83)
 MN0069_MARKER: P = PIPE CAP
 MN0069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0069_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MN0069_STAMPING: 3341 SIDNEY
 MN0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0069
 MN0069  HISTORY     - Date     Condition        Report By
 MN0069  HISTORY     - UNK      MONUMENTED       USGS
 MN0069  HISTORY     - 1933     GOOD             NGS
 MN0069  HISTORY     - 1986     MARK NOT FOUND   NGS
 MN0069
 MN0069                          STATION DESCRIPTION
 MN0069
 MN0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MN0069'3.6 MI E FROM BIG SPRINGS.
 MN0069'IN KEITH COUNTY, ABOUT 3.6 MILES EAST ALONG THE UNION PACIFIC
 MN0069'RAILROAD FROM BIG SPRINGS, DEUEL COUNTY, ABOUT 17 POLES WEST OF
 MN0069'MILEPOST 350, ABOUT 5 POLES EAST OF CULVERT 350.43, 20.5 FEET SOUTH
 MN0069'OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, 64.7 FEET NORTH OF THE
 MN0069'SOUTH RIGHT-OF-WAY FENCE, AND AT THE SOUTHWEST CORNER OF THE BASE
 MN0069'OF A MOTOR CAR SET-OFF.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MN0069'CAP, STAMPED 3341 SIDNEY AND RIVETED ON THE TOP OF A 3-1/2-INCH
 MN0069'IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MN0069
 MN0069                          STATION RECOVERY (1986)
 MN0069
 MN0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MN0069'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0324 ***********************************************************************
 NO0324  DESIGNATION -  3361.18
 NO0324  PID         -  NO0324
 NO0324  STATE/COUNTY-  NE/CHERRY
 NO0324  USGS QUAD   -  TRUMBULL LAKE (1990)
 NO0324
 NO0324                         *CURRENT SURVEY CONTROL
 NO0324  ___________________________________________________________________
 NO0324* NAD 83(1986)-  42 53 54.     (N)    101 49 17.     (W)     SCALED    
 NO0324* NAVD 88     -      1024.985  (meters)    3362.80   (feet)  ADJUSTED  
 NO0324  ___________________________________________________________________
 NO0324  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 NO0324  DYNAMIC HT  -        1024.522 (meters)    3361.29  (feet)  COMP
 NO0324  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 NO0324
 NO0324  VERT ORDER  -  FIRST     CLASS II
 NO0324
 NO0324.The horizontal coordinates were scaled from a topographic map and have
 NO0324.an estimated accuracy of +/- 6 seconds.
 NO0324
 NO0324.The orthometric height was determined by differential leveling
 NO0324.and adjusted by the National Geodetic Survey in June 1991..
 NO0324
 NO0324.The geoid height was determined by GEOID03.
 NO0324
 NO0324.The dynamic height is computed by dividing the NAVD 88
 NO0324.geopotential number by the normal gravity value computed on the
 NO0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0324.degrees latitude (g = 980.6199 gals.).
 NO0324
 NO0324.The modeled gravity was interpolated from observed gravity values.
 NO0324
 NO0324;                    North         East    Units  Estimated Accuracy
 NO0324;SPC NE       -   341,890.      351,260.      MT  (+/- 180 meters Scaled)
 NO0324
 NO0324                          SUPERSEDED SURVEY CONTROL
 NO0324
 NO0324  NGVD 29 (??/??/92) 1024.543  (m)         3361.35   (f) ADJ UNCH    1 2
 NO0324
 NO0324.Superseded values are not recommended for survey control.
 NO0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0324.See file dsdata.txt to determine how the superseded data were derived.
 NO0324
 NO0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN696533(NAD 83)
 NO0324_MARKER: Z = SEE DESCRIPTION
 NO0324_SETTING: 0 = UNSPECIFIED SETTING
 NO0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0324
 NO0324  HISTORY     - Date     Condition        Report By
 NO0324  HISTORY     - UNK      MONUMENTED       USGS
 NO0324  HISTORY     - 1957     GOOD             NGS
 NO0324
 NO0324                          STATION DESCRIPTION
 NO0324
 NO0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0324'6.8 MI W FROM MERRIMAN.
 NO0324'ABOUT 6.75 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0324'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 38 W., SECTION
 NO0324'29., 19 FEET EAST-SOUTHEAST OF THE 4TH TELEPHONE POLE EAST OF
 NO0324'MILEPOST 339, 47 FEET SOUTH OF THE SOUTH RAIL, 34 FEET NORTH
 NO0324'OF THE CENTER LINE OF U.S. HIGHWAY 20, THE HIGH POINT ON THE
 NO0324'TOP OF A VERTICAL RAILROAD RAIL WHICH PROJECTS 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0072 ***********************************************************************
 MN0072  DESIGNATION -  3370
 MN0072  PID         -  MN0072
 MN0072  STATE/COUNTY-  NE/DEUEL
 MN0072  USGS QUAD   -  BIG SPRINGS (1961)
 MN0072
 MN0072                         *CURRENT SURVEY CONTROL
 MN0072  ___________________________________________________________________
 MN0072* NAD 83(1986)-  41 03 43.     (N)    102 04 28.     (W)     SCALED    
 MN0072* NAVD 88     -      1027.061  (meters)    3369.62   (feet)  ADJUSTED  
 MN0072  ___________________________________________________________________
 MN0072  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 MN0072  DYNAMIC HT  -        1026.398 (meters)    3367.44  (feet)  COMP
 MN0072  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 MN0072
 MN0072  VERT ORDER  -  FIRST     CLASS II
 MN0072
 MN0072.The horizontal coordinates were scaled from a topographic map and have
 MN0072.an estimated accuracy of +/- 6 seconds.
 MN0072
 MN0072.The orthometric height was determined by differential leveling
 MN0072.and adjusted by the National Geodetic Survey in June 1991..
 MN0072
 MN0072.The geoid height was determined by GEOID03.
 MN0072
 MN0072.The dynamic height is computed by dividing the NAVD 88
 MN0072.geopotential number by the normal gravity value computed on the
 MN0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0072.degrees latitude (g = 980.6199 gals.).
 MN0072
 MN0072.The modeled gravity was interpolated from observed gravity values.
 MN0072
 MN0072;                    North         East    Units  Estimated Accuracy
 MN0072;SPC NE       -   138,500.      325,700.      MT  (+/- 180 meters Scaled)
 MN0072
 MN0072                          SUPERSEDED SURVEY CONTROL
 MN0072
 MN0072  NGVD 29 (??/??/92) 1026.599  (m)         3368.10   (f) ADJ UNCH    1 2
 MN0072
 MN0072.Superseded values are not recommended for survey control.
 MN0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0072.See file dsdata.txt to determine how the superseded data were derived.
 MN0072
 MN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF458497(NAD 83)
 MN0072_MARKER: P = PIPE CAP
 MN0072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MN0072_STAMPING: 3370 SIDNEY
 MN0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0072
 MN0072  HISTORY     - Date     Condition        Report By
 MN0072  HISTORY     - UNK      MONUMENTED       USGS
 MN0072  HISTORY     - 1959     POOR             USGS
 MN0072  HISTORY     - 1986     MARK NOT FOUND   NGS
 MN0072
 MN0072                          STATION DESCRIPTION
 MN0072
 MN0072'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MN0072'AT BIG SPRINGS.
 MN0072'AT BIG SPRINGS, ON THE UNION PACIFIC RAILROAD, T 13 N, R 41 AND
 MN0072'42 W, NEAR CORNER SECTIONS 25, 30, 31 AND 36, 48 FEET LEADING S
 MN0072'39 FEET LEADING WEST, AND 1.6 FEET LOWER THAN T STREET LEADING
 MN0072'WEST, 2 FEET SOUTH AND 1 FOOT WEST OF GUARD POST AT NORTHEAST
 MN0072'CORNER OF A SMALL PARK, 15 FEET SOUTH AND 11 FEET WEST OF POWER
 MN0072'POLE, 80 FEET NORTH OF USC AND GS BENCH MARK V 8 1933.  A USGS
 MN0072'STANDARD CAP RIVETED ON TOP OF A 3-1/2-INCH IRON PIPE STAMPED
 MN0072'3370 SIDNEY.  THE CAP IS FLUSH WITH THE GROUND AND SLIGHTLY INDENTED
 MN0072'AND WORN.
 MN0072
 MN0072                          STATION RECOVERY (1986)
 MN0072
 MN0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MN0072'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0903 ***********************************************************************
 MJ0903  DESIGNATION -  345 BOLT
 MJ0903  PID         -  MJ0903
 MJ0903  STATE/COUNTY-  NE/DOUGLAS
 MJ0903  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0903
 MJ0903                         *CURRENT SURVEY CONTROL
 MJ0903  ___________________________________________________________________
 MJ0903* NAD 83(1986)-  41 15 33.     (N)    095 55 23.     (W)     SCALED    
 MJ0903* NAVD 88     -       299.236  (meters)     981.74   (feet)  ADJUSTED  
 MJ0903  ___________________________________________________________________
 MJ0903  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 MJ0903  DYNAMIC HT  -         299.112 (meters)     981.34  (feet)  COMP
 MJ0903  MODELED GRAV-     980,199.7   (mgal)                       NAVD 88
 MJ0903
 MJ0903  VERT ORDER  -  FIRST     CLASS II
 MJ0903
 MJ0903.The horizontal coordinates were scaled from a topographic map and have
 MJ0903.an estimated accuracy of +/- 6 seconds.
 MJ0903
 MJ0903.The orthometric height was determined by differential leveling
 MJ0903.and adjusted by the National Geodetic Survey in June 1991..
 MJ0903
 MJ0903.The geoid height was determined by GEOID03.
 MJ0903
 MJ0903.The dynamic height is computed by dividing the NAVD 88
 MJ0903.geopotential number by the normal gravity value computed on the
 MJ0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0903.degrees latitude (g = 980.6199 gals.).
 MJ0903
 MJ0903.The modeled gravity was interpolated from observed gravity values.
 MJ0903
 MJ0903;                    North         East    Units  Estimated Accuracy
 MJ0903;SPC NE       -   166,360.      841,430.      MT  (+/- 180 meters Scaled)
 MJ0903
 MJ0903                          SUPERSEDED SURVEY CONTROL
 MJ0903
 MJ0903  NGVD 29 (??/??/92)  299.116  (m)          981.35   (f) ADJ UNCH    1 2
 MJ0903
 MJ0903.Superseded values are not recommended for survey control.
 MJ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0903.See file dsdata.txt to determine how the superseded data were derived.
 MJ0903
 MJ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF551716(NAD 83)
 MJ0903_MARKER: B = BOLT
 MJ0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0903_SP_SET: STONE
 MJ0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0903+STABILITY: SURFACE MOTION
 MJ0903
 MJ0903  HISTORY     - Date     Condition        Report By
 MJ0903  HISTORY     - UNK      MONUMENTED       CGS
 MJ0903  HISTORY     - 1947     GOOD             NGS
 MJ0903
 MJ0903                          STATION DESCRIPTION
 MJ0903
 MJ0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0903'IN OMAHA.
 MJ0903'AT OMAHA DOUGLAS COUNTY NEBRASKA ON NORTH PEDESTAL SUPPORTING
 MJ0903'IRON POST WEST OF MAIN SPAN CYLINDRICAL PIERS WHICH ARE LOCATED
 MJ0903'ABOUT 200 FEET WEST OF WEST RIVER BANK.  THE TOP OF A COPPER
 MJ0903'BOLT LEADED VERTICALLY IN THE STONE.  (299.034 METERS OR 981.081
 MJ0903'FEET).  NOTE-- THE TOP OF THIS BOLT IS ALMOST EVEN WITH TOP OF
 MJ0903'ROUGHLY FINISHED CONCRETE AND MUST BE SEARCHED FOR VERY CAREFULLY
 MJ0903'FOR BOLT CORRODES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0986 ***********************************************************************
 ML0986  DESIGNATION -  35 HK
 ML0986  PID         -  ML0986
 ML0986  STATE/COUNTY-  NE/LOUP
 ML0986  USGS QUAD   -  ALMERIA (1978)
 ML0986
 ML0986                         *CURRENT SURVEY CONTROL
 ML0986  ___________________________________________________________________
 ML0986* NAD 83(1986)-  41 49 45.     (N)    099 36 36.     (W)     SCALED    
 ML0986* NAVD 88     -       757.621  (meters)    2485.63   (feet)  ADJUSTED  
 ML0986  ___________________________________________________________________
 ML0986  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 ML0986  DYNAMIC HT  -         757.251 (meters)    2484.41  (feet)  COMP
 ML0986  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 ML0986
 ML0986  VERT ORDER  -  SECOND    CLASS 0
 ML0986
 ML0986.The horizontal coordinates were scaled from a topographic map and have
 ML0986.an estimated accuracy of +/- 6 seconds.
 ML0986
 ML0986.The orthometric height was determined by differential leveling
 ML0986.and adjusted by the National Geodetic Survey in June 1991..
 ML0986
 ML0986.The geoid height was determined by GEOID03.
 ML0986
 ML0986.The dynamic height is computed by dividing the NAVD 88
 ML0986.geopotential number by the normal gravity value computed on the
 ML0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0986.degrees latitude (g = 980.6199 gals.).
 ML0986
 ML0986.The modeled gravity was interpolated from observed gravity values.
 ML0986
 ML0986;                    North         East    Units  Estimated Accuracy
 ML0986;SPC NE       -   221,660.      532,390.      MT  (+/- 180 meters Scaled)
 ML0986
 ML0986                          SUPERSEDED SURVEY CONTROL
 ML0986
 ML0986  NGVD 29 (??/??/92)  757.347  (m)         2484.73   (f) ADJ UNCH    2 0
 ML0986
 ML0986.Superseded values are not recommended for survey control.
 ML0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0986.See file dsdata.txt to determine how the superseded data were derived.
 ML0986
 ML0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM493309(NAD 83)
 ML0986_MARKER: DD = SURVEY DISK
 ML0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0986_STAMPING: 35 HK 1949
 ML0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0986+STABILITY: SURFACE MOTION
 ML0986
 ML0986  HISTORY     - Date     Condition        Report By
 ML0986  HISTORY     - 1949     MONUMENTED       USGS
 ML0986  HISTORY     - 1950     GOOD             NGS
 ML0986
 ML0986                          STATION DESCRIPTION
 ML0986
 ML0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0986'4.8 MI W FROM ALMERIA.
 ML0986'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0986'ALMERIA, THENCE 2.25 MILES WEST ALONG A DIRT ROAD, AT A ROAD
 ML0986'INTERSECTION, 0.2 MILE NORTH OF DISTRICT 19 SCHOOLHOUSE, 345
 ML0986'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 39 FEET
 ML0986'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1.5 FEET
 ML0986'WEST OF A FENCE, 0.8 FOOT SOUTH OF A WITNESS POST, SET IN THE
 ML0986'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0138 ***********************************************************************
 MN0138  DESIGNATION -  3680.1 14
 MN0138  PID         -  MN0138
 MN0138  STATE/COUNTY-  NE/MORRILL
 MN0138  USGS QUAD   -  BRIDGEPORT (1965)
 MN0138
 MN0138                         *CURRENT SURVEY CONTROL
 MN0138  ___________________________________________________________________
 MN0138* NAD 83(1986)-  41 41 09.     (N)    103 07 01.     (W)     SCALED    
 MN0138* NAVD 88     -      1122.242  (meters)    3681.89   (feet)  ADJUSTED  
 MN0138  ___________________________________________________________________
 MN0138  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 MN0138  DYNAMIC HT  -        1121.539 (meters)    3679.58  (feet)  COMP
 MN0138  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 MN0138
 MN0138  VERT ORDER  -  FIRST     CLASS II
 MN0138
 MN0138.The horizontal coordinates were scaled from a topographic map and have
 MN0138.an estimated accuracy of +/- 6 seconds.
 MN0138
 MN0138.The orthometric height was determined by differential leveling
 MN0138.and adjusted by the National Geodetic Survey in June 1991..
 MN0138
 MN0138.The geoid height was determined by GEOID03.
 MN0138
 MN0138.The dynamic height is computed by dividing the NAVD 88
 MN0138.geopotential number by the normal gravity value computed on the
 MN0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0138.degrees latitude (g = 980.6199 gals.).
 MN0138
 MN0138.The modeled gravity was interpolated from observed gravity values.
 MN0138
 MN0138;                    North         East    Units  Estimated Accuracy
 MN0138;SPC NE       -   210,350.      240,640.      MT  (+/- 180 meters Scaled)
 MN0138
 MN0138                          SUPERSEDED SURVEY CONTROL
 MN0138
 MN0138  NGVD 29 (??/??/92) 1121.689  (m)         3680.07   (f) ADJ UNCH    1 2
 MN0138
 MN0138.Superseded values are not recommended for survey control.
 MN0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0138.See file dsdata.txt to determine how the superseded data were derived.
 MN0138
 MN0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG567166(NAD 83)
 MN0138_MARKER: B = BOLT
 MN0138_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MN0138_SP_SET: PIER
 MN0138_MARK LOGO: NONE  
 MN0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0138
 MN0138  HISTORY     - Date     Condition        Report By
 MN0138  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0138  HISTORY     - 1956     GOOD             NGS
 MN0138  HISTORY     - 1985     GOOD             NGS
 MN0138
 MN0138                          STATION DESCRIPTION
 MN0138
 MN0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0138'2 MI N FROM BRIDGEPORT.
 MN0138'2.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0138'FROM THE STATION AT BRIDGEPORT, 17.7 FEET EAST OF THE EAST
 MN0138'RAIL, 3.5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MN0138'EAST END OF CONCRETE PIER 14 OF BRIDGE 34.67 OVER THE NORTH
 MN0138'PLATTE RIVER, IN THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP
 MN0138'20 NORTH, RANGE 50 WEST.
 MN0138
 MN0138                          STATION RECOVERY (1985)
 MN0138
 MN0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0138'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0138'RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0139 ***********************************************************************
 MN0139  DESIGNATION -  3683.1 1
 MN0139  PID         -  MN0139
 MN0139  STATE/COUNTY-  NE/MORRILL
 MN0139  USGS QUAD   -  BRIDGEPORT (1965)
 MN0139
 MN0139                         *CURRENT SURVEY CONTROL
 MN0139  ___________________________________________________________________
 MN0139* NAD 83(1986)-  41 41 11.     (N)    103 07 01.     (W)     SCALED    
 MN0139* NAVD 88     -      1123.172  (meters)    3684.94   (feet)  ADJUSTED  
 MN0139  ___________________________________________________________________
 MN0139  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 MN0139  DYNAMIC HT  -        1122.468 (meters)    3682.63  (feet)  COMP
 MN0139  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 MN0139
 MN0139  VERT ORDER  -  FIRST     CLASS II
 MN0139
 MN0139.The horizontal coordinates were scaled from a topographic map and have
 MN0139.an estimated accuracy of +/- 6 seconds.
 MN0139
 MN0139.The orthometric height was determined by differential leveling
 MN0139.and adjusted by the National Geodetic Survey in June 1991..
 MN0139.WARNING-Repeat measurements at this control monument indicate possible
 MN0139.vertical movement.
 MN0139
 MN0139.The geoid height was determined by GEOID03.
 MN0139
 MN0139.The dynamic height is computed by dividing the NAVD 88
 MN0139.geopotential number by the normal gravity value computed on the
 MN0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0139.degrees latitude (g = 980.6199 gals.).
 MN0139
 MN0139.The modeled gravity was interpolated from observed gravity values.
 MN0139
 MN0139;                    North         East    Units  Estimated Accuracy
 MN0139;SPC NE       -   210,410.      240,640.      MT  (+/- 180 meters Scaled)
 MN0139
 MN0139                          SUPERSEDED SURVEY CONTROL
 MN0139
 MN0139  NGVD 29 (??/??/92) 1122.618  (m)         3683.12   (f) ADJ UNCH    1 2
 MN0139
 MN0139.Superseded values are not recommended for survey control.
 MN0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0139.See file dsdata.txt to determine how the superseded data were derived.
 MN0139
 MN0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG567166(NAD 83)
 MN0139_MARKER: B = BOLT
 MN0139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MN0139_SP_SET: BRIDGE ABUTMENT
 MN0139_MARK LOGO: NONE  
 MN0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0139
 MN0139  HISTORY     - Date     Condition        Report By
 MN0139  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0139  HISTORY     - 1956     GOOD             NGS
 MN0139  HISTORY     - 1985     GOOD             NGS
 MN0139
 MN0139                          STATION DESCRIPTION
 MN0139
 MN0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0139'2.1 MI N FROM BRIDGEPORT.
 MN0139'2.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0139'FROM THE STATION AT BRIDGEPORT, 19.6 FEET EAST OF THE EAST
 MN0139'RAIL, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MN0139'EAST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE 34.67 OVER THE
 MN0139'NORTH PLATTE RIVER, IN THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP
 MN0139'20 NORTH, RANGE 50 WEST.
 MN0139
 MN0139                          STATION RECOVERY (1985)
 MN0139
 MN0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0139'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0139'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0137 ***********************************************************************
 MN0137  DESIGNATION -  3683.1 21
 MN0137  PID         -  MN0137
 MN0137  STATE/COUNTY-  NE/MORRILL
 MN0137  USGS QUAD   -  BRIDGEPORT (1965)
 MN0137
 MN0137                         *CURRENT SURVEY CONTROL
 MN0137  ___________________________________________________________________
 MN0137* NAD 83(1986)-  41 41 09.     (N)    103 07 02.     (W)     SCALED    
 MN0137* NAVD 88     -      1123.159  (meters)    3684.90   (feet)  ADJUSTED  
 MN0137  ___________________________________________________________________
 MN0137  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 MN0137  DYNAMIC HT  -        1122.455 (meters)    3682.59  (feet)  COMP
 MN0137  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 MN0137
 MN0137  VERT ORDER  -  FIRST     CLASS II
 MN0137
 MN0137.The horizontal coordinates were scaled from a topographic map and have
 MN0137.an estimated accuracy of +/- 6 seconds.
 MN0137
 MN0137.The orthometric height was determined by differential leveling
 MN0137.and adjusted by the National Geodetic Survey in June 1991..
 MN0137
 MN0137.The geoid height was determined by GEOID03.
 MN0137
 MN0137.The dynamic height is computed by dividing the NAVD 88
 MN0137.geopotential number by the normal gravity value computed on the
 MN0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0137.degrees latitude (g = 980.6199 gals.).
 MN0137
 MN0137.The modeled gravity was interpolated from observed gravity values.
 MN0137
 MN0137;                    North         East    Units  Estimated Accuracy
 MN0137;SPC NE       -   210,350.      240,610.      MT  (+/- 180 meters Scaled)
 MN0137
 MN0137                          SUPERSEDED SURVEY CONTROL
 MN0137
 MN0137  NGVD 29 (??/??/92) 1122.616  (m)         3683.12   (f) ADJ UNCH    1 2
 MN0137
 MN0137.Superseded values are not recommended for survey control.
 MN0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0137.See file dsdata.txt to determine how the superseded data were derived.
 MN0137
 MN0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG566166(NAD 83)
 MN0137_MARKER: B = BOLT
 MN0137_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MN0137_SP_SET: BRIDGE ABUTMENT
 MN0137_MARK LOGO: NONE  
 MN0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0137
 MN0137  HISTORY     - Date     Condition        Report By
 MN0137  HISTORY     - UNK      MONUMENTED       CBQRR
 MN0137  HISTORY     - 1956     GOOD             NGS
 MN0137  HISTORY     - 1985     GOOD             NGS
 MN0137
 MN0137                          STATION DESCRIPTION
 MN0137
 MN0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0137'2 MI N FROM BRIDGEPORT.
 MN0137'2.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0137'FROM THE STATION AT BRIDGEPORT, 5.4 FEET WEST OF THE WEST RAIL,
 MN0137'1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST
 MN0137'END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE 34.67 OVER THE
 MN0137'NORTH PLATTE RIVER, IN THE NORTHWEST 1/4 OF SECTION 29,
 MN0137'TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0137
 MN0137                          STATION RECOVERY (1985)
 MN0137
 MN0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0137'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0137'RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0068 ***********************************************************************
 MN0068  DESIGNATION -  3696
 MN0068  PID         -  MN0068
 MN0068  STATE/COUNTY-  NE/DEUEL
 MN0068  USGS QUAD   -  CHAPPELL (1961)
 MN0068
 MN0068                         *CURRENT SURVEY CONTROL
 MN0068  ___________________________________________________________________
 MN0068* NAD 83(1986)-  41 05 29.     (N)    102 28 22.     (W)     SCALED    
 MN0068* NAVD 88     -      1126.555  (meters)    3696.04   (feet)  ADJUSTED  
 MN0068  ___________________________________________________________________
 MN0068  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 MN0068  DYNAMIC HT  -        1125.816 (meters)    3693.61  (feet)  COMP
 MN0068  MODELED GRAV-     979,928.7   (mgal)                       NAVD 88
 MN0068
 MN0068  VERT ORDER  -  SECOND    CLASS 0
 MN0068
 MN0068.The horizontal coordinates were scaled from a topographic map and have
 MN0068.an estimated accuracy of +/- 6 seconds.
 MN0068
 MN0068.The orthometric height was determined by differential leveling
 MN0068.and adjusted by the National Geodetic Survey in June 1991..
 MN0068
 MN0068.The geoid height was determined by GEOID03.
 MN0068
 MN0068.The dynamic height is computed by dividing the NAVD 88
 MN0068.geopotential number by the normal gravity value computed on the
 MN0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0068.degrees latitude (g = 980.6199 gals.).
 MN0068
 MN0068.The modeled gravity was interpolated from observed gravity values.
 MN0068
 MN0068;                    North         East    Units  Estimated Accuracy
 MN0068;SPC NE       -   142,650.      292,330.      MT  (+/- 180 meters Scaled)
 MN0068
 MN0068                          SUPERSEDED SURVEY CONTROL
 MN0068
 MN0068  NGVD 29 (??/??/92) 1126.064  (m)         3694.43   (f) ADJ UNCH    2 0
 MN0068
 MN0068.Superseded values are not recommended for survey control.
 MN0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0068.See file dsdata.txt to determine how the superseded data were derived.
 MN0068
 MN0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF122519(NAD 83)
 MN0068_MARKER: R = RIVET
 MN0068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0068_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MN0068_STAMPING: 3696 SIDNEY
 MN0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0068
 MN0068  HISTORY     - Date     Condition        Report By
 MN0068  HISTORY     - UNK      MONUMENTED       USGS
 MN0068  HISTORY     - 1933     GOOD             NGS
 MN0068  HISTORY     - 1941     MARK NOT FOUND   NGS
 MN0068
 MN0068                          STATION DESCRIPTION
 MN0068
 MN0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MN0068'AT CHAPPELL.
 MN0068'AT CHAPPELL, DEUEL COUNTY, ON THE UNION PACIFIC RAILROAD, 60
 MN0068'FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION, AT THE
 MN0068'NORTHWEST CORNER OF THE SECTION YARD, 2 POLES WEST OF A ROAD
 MN0068'CROSSING, AND 30 FEET SOUTH OF THE SOUTH MAIN-LINE RAIL.  A
 MN0068'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3696 SIDNEY
 MN0068'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 MN0068
 MN0068                          STATION RECOVERY (1941)
 MN0068
 MN0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MN0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0152 ***********************************************************************
 NP0152  DESIGNATION -  374.13
 NP0152  PID         -  NP0152
 NP0152  STATE/COUNTY-  NE/BOX BUTTE
 NP0152  USGS QUAD   -  BEREA CREEK WEST (1948)
 NP0152
 NP0152                         *CURRENT SURVEY CONTROL
 NP0152  ___________________________________________________________________
 NP0152* NAD 83(1986)-  42 11 43.     (N)    102 57 46.     (W)     SCALED    
 NP0152* NAVD 88     -      1252.514  (meters)    4109.29   (feet)  ADJUSTED  
 NP0152  ___________________________________________________________________
 NP0152  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 NP0152  DYNAMIC HT  -        1251.783 (meters)    4106.89  (feet)  COMP
 NP0152  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 NP0152
 NP0152  VERT ORDER  -  FIRST     CLASS II
 NP0152
 NP0152.The horizontal coordinates were scaled from a topographic map and have
 NP0152.an estimated accuracy of +/- 6 seconds.
 NP0152
 NP0152.The orthometric height was determined by differential leveling
 NP0152.and adjusted by the National Geodetic Survey in June 1991..
 NP0152
 NP0152.The geoid height was determined by GEOID03.
 NP0152
 NP0152.The dynamic height is computed by dividing the NAVD 88
 NP0152.geopotential number by the normal gravity value computed on the
 NP0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0152.degrees latitude (g = 980.6199 gals.).
 NP0152
 NP0152.The modeled gravity was interpolated from observed gravity values.
 NP0152
 NP0152;                    North         East    Units  Estimated Accuracy
 NP0152;SPC NE       -   266,430.      255,400.      MT  (+/- 180 meters Scaled)
 NP0152
 NP0152                          SUPERSEDED SURVEY CONTROL
 NP0152
 NP0152  NGVD 29 (??/??/92) 1251.912  (m)         4107.31   (f) ADJ UNCH    1 2
 NP0152
 NP0152.Superseded values are not recommended for survey control.
 NP0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0152.See file dsdata.txt to determine how the superseded data were derived.
 NP0152
 NP0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG682734(NAD 83)
 NP0152_MARKER: R = RIVET
 NP0152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0152_SP_SET: HEADWALL
 NP0152_MARK LOGO: NONE  
 NP0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0152+STABILITY: SURFACE MOTION
 NP0152
 NP0152  HISTORY     - Date     Condition        Report By
 NP0152  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0152  HISTORY     - 1956     GOOD             NGS
 NP0152  HISTORY     - 1985     GOOD             NGS
 NP0152
 NP0152                          STATION DESCRIPTION
 NP0152
 NP0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0152'8.6 MI NW FROM ALLIANCE.
 NP0152'8.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0152'RAILROAD FROM THE STATION AT ALLIANCE, 5 POLES NORTHWEST OF
 NP0152'MILEPOST 374, 7.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET
 NP0152'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST
 NP0152'END OF THE NORTHEAST HEADWALL OF A SMALL CONCRETE BRIDGE, IN THE
 NP0152'SOUTHEAST 1/4 OF SECTION 30, TOWNSHIP 26 NORTH, RANGE 48 WEST.
 NP0152
 NP0152                          STATION RECOVERY (1985)
 NP0152
 NP0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1962 ***********************************************************************
 MK1962  DESIGNATION -  378
 MK1962  PID         -  MK1962
 MK1962  STATE/COUNTY-  NE/BURT
 MK1962  USGS QUAD   -  TEKAMAH (1983)
 MK1962
 MK1962                         *CURRENT SURVEY CONTROL
 MK1962  ___________________________________________________________________
 MK1962* NAD 83(1995)-  41 46 18.51753(N)    096 13 33.73642(W)     ADJUSTED  
 MK1962* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 MK1962  ___________________________________________________________________
 MK1962  LAPLACE CORR-         -10.76  (seconds)                    DEFLEC99
 MK1962  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 MK1962
 MK1962  HORZ ORDER  -  SECOND
 MK1962
 MK1962.The horizontal coordinates were established by classical geodetic methods
 MK1962.and adjusted by the National Geodetic Survey in August 1997..
 MK1962
 MK1962.The orthometric height was scaled from a topographic map.
 MK1962
 MK1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1962
 MK1962.The geoid height was determined by GEOID03.
 MK1962
 MK1962;                    North         East     Units Scale Factor Converg.
 MK1962;SPC NE       -   222,066.019   813,586.873   MT  0.99966934   +2 30 03.6
 MK1962;UTM  14      - 4,628,160.723   730,562.164   MT  1.00025420   +1 50 55.4
 MK1962
 MK1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1962!SPC NE       -   0.99994668  x   0.99966934  =   0.99961604
 MK1962!UTM  14      -   0.99994668  x   1.00025420  =   1.00020087
 MK1962
 MK1962                          SUPERSEDED SURVEY CONTROL
 MK1962
 MK1962  NAD 83(1986)-  41 46 18.52205(N)    096 13 33.73621(W) AD(       ) 2
 MK1962  NAD 27      -  41 46 18.56600(N)    096 13 32.67600(W) AD(       ) 2
 MK1962
 MK1962.Superseded values are not recommended for survey control.
 MK1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1962.See file dsdata.txt to determine how the superseded data were derived.
 MK1962
 MK1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3056228161(NAD 83)
 MK1962_MARKER: P = PIPE CAP
 MK1962_SETTING: 0 = UNSPECIFIED SETTING
 MK1962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1962
 MK1962  HISTORY     - Date     Condition        Report By
 MK1962  HISTORY     - 1934     MONUMENTED       MORC
 MK1962
 MK1962                          STATION DESCRIPTION
 MK1962
 MK1962'DESCRIBED BY MISSOURI RIVER COMMISSION 1934 (CIA)
 MK1962'MARK IS A 3-INCH IRON PIPE, PROJECTING ABOUT 8 INCHES, WITH A
 MK1962'CAP ON TOP ON WHICH IS A TRIANGLE AND CENTER POINT.
 MK1962'
 MK1962'TO REACH FROM POST OFFICE IN TEKAMAH, GO SOUTH ON MAIN STREET 3
 MK1962'BLOCKS TO SOUTH EDGE OF SMALL PARK, TURN RIGHT (WEST) UP HILL, ON
 MK1962'STREET JUST SOUTH OF DEPOT, TO TOP OF HILL AND STATION ON NORTH.
 MK1962'
 MK1962'MARK IS 3.627 METERS (11.90 FEET) NORTH OF U.S. COAST AND GEODETIC
 MK1962'SURVEY TRIANGULATION STATION TEK, 4.6 FEET WEST OF RESERVOIR
 MK1962'FENCE CORNER, 1.9 FEET SOUTH OF RESERVOIR FENCE CORNER AND 46.0
 MK1962'FEET NORTH OF CENTERLINE OF DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0020 ***********************************************************************
 LH0020  DESIGNATION -  379
 LH0020  PID         -  LH0020
 LH0020  STATE/COUNTY-  NE/ADAMS
 LH0020  USGS QUAD   -  HASTINGS WEST (1983)
 LH0020
 LH0020                         *CURRENT SURVEY CONTROL
 LH0020  ___________________________________________________________________
 LH0020* NAD 83(1986)-  40 36 10.     (N)    098 25 47.     (W)     SCALED    
 LH0020* NAVD 88     -       592.164  (meters)    1942.79   (feet)  ADJUSTED  
 LH0020  ___________________________________________________________________
 LH0020  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 LH0020  DYNAMIC HT  -         591.832 (meters)    1941.70  (feet)  COMP
 LH0020  MODELED GRAV-     980,045.2   (mgal)                       NAVD 88
 LH0020
 LH0020  VERT ORDER  -  FIRST     CLASS II
 LH0020
 LH0020.This mark is at Hastings Municipal Airport (HSI)
 LH0020
 LH0020.The horizontal coordinates were scaled from a topographic map and have
 LH0020.an estimated accuracy of +/- 6 seconds.
 LH0020
 LH0020.The orthometric height was determined by differential leveling
 LH0020.and adjusted by the National Geodetic Survey in June 1991..
 LH0020
 LH0020.The geoid height was determined by GEOID03.
 LH0020
 LH0020.The dynamic height is computed by dividing the NAVD 88
 LH0020.geopotential number by the normal gravity value computed on the
 LH0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0020.degrees latitude (g = 980.6199 gals.).
 LH0020
 LH0020.The modeled gravity was interpolated from observed gravity values.
 LH0020
 LH0020;                    North         East    Units  Estimated Accuracy
 LH0020;SPC NE       -    86,640.      632,870.      MT  (+/- 180 meters Scaled)
 LH0020
 LH0020                          SUPERSEDED SURVEY CONTROL
 LH0020
 LH0020  NGVD 29 (??/??/92)  591.933  (m)         1942.03   (f) ADJ UNCH    1 2
 LH0020
 LH0020.Superseded values are not recommended for survey control.
 LH0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0020.See file dsdata.txt to determine how the superseded data were derived.
 LH0020
 LH0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK482948(NAD 83)
 LH0020_MARKER: DB = BENCH MARK DISK
 LH0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0020_STAMPING: 379
 LH0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0020+STABILITY: SURFACE MOTION
 LH0020
 LH0020  HISTORY     - Date     Condition        Report By
 LH0020  HISTORY     - UNK      MONUMENTED       NEGS
 LH0020  HISTORY     - 1947     GOOD             NGS
 LH0020  HISTORY     - 1964     MARK NOT FOUND   NGS
 LH0020
 LH0020                          STATION DESCRIPTION
 LH0020
 LH0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0020'2.9 MI NW FROM HASTINGS.
 LH0020'1.8 MILES WEST ALONG U.S. HIGHWAY NO. 6 (CITY ROUTE) FROM THE
 LH0020'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT HASTINGS,
 LH0020'THENCE NORTH 0.9 MILE ALONG A SECTION LINE ROAD, THENCE WEST
 LH0020'0.2 MILE ALONG A SECTION LINE ROAD, AT THE HASTINGS MUNICIPAL
 LH0020'AIRPORT, ABOUT 0.25 MILE NORTH OF THE OFFICE BUILDING, ALONG
 LH0020'THE NORTH BOUNDARY FENCE OF THE AIRPORT, 999.0 FEET WEST OF THE
 LH0020'STONE POST AT THE NORTHEAST CORNER OF THE FIELD, 3.5 FEET SOUTH
 LH0020'OF A FENCE, 0.5 FOOT SOUTHEAST OF A REFERENCE POST, SET IN THE
 LH0020'TOP OF A CONCRETE POST 1.0 FOOT BELOW THE GROUND.
 LH0020
 LH0020                          STATION RECOVERY (1964)
 LH0020
 LH0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LH0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0033 ***********************************************************************
 MN0033  DESIGNATION -  3793 RESET
 MN0033  PID         -  MN0033
 MN0033  STATE/COUNTY-  NE/DEUEL
 MN0033  USGS QUAD   -  CHAPPELL SE (1961)
 MN0033
 MN0033                         *CURRENT SURVEY CONTROL
 MN0033  ___________________________________________________________________
 MN0033* NAD 83(1986)-  41 06 20.     (N)    102 20 34.     (W)     SCALED    
 MN0033* NAVD 88     -      1156.08   (meters)    3792.9    (feet)  RESET     
 MN0033  ___________________________________________________________________
 MN0033  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 MN0033
 MN0033  VERT ORDER  -  THIRD
 MN0033
 MN0033.The horizontal coordinates were scaled from a topographic map and have
 MN0033.an estimated accuracy of +/- 6 seconds.
 MN0033
 MN0033.The orthometric height was computed from unverified reset data.
 MN0033
 MN0033.The geoid height was determined by GEOID03.
 MN0033
 MN0033;                    North         East    Units  Estimated Accuracy
 MN0033;SPC NE       -   143,920.      303,290.      MT  (+/- 180 meters Scaled)
 MN0033
 MN0033                          SUPERSEDED SURVEY CONTROL
 MN0033
 MN0033  NGVD 29 (??/??/??) 1155.58   (m)         3791.3    (f) RESET       3  
 MN0033
 MN0033.Superseded values are not recommended for survey control.
 MN0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0033.See file dsdata.txt to determine how the superseded data were derived.
 MN0033
 MN0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF231538(NAD 83)
 MN0033_MARKER: DB = BENCH MARK DISK
 MN0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0033_STAMPING: 3793 USGS RESET 1964
 MN0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0033+STABILITY: SURFACE MOTION
 MN0033
 MN0033  HISTORY     - Date     Condition        Report By
 MN0033  HISTORY     - 1964     MONUMENTED       CGS
 MN0033
 MN0033                          STATION DESCRIPTION
 MN0033
 MN0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MN0033'7.9 MI NE FROM CHAPPELL.
 MN0033'ABOUT 6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0033'CHAPPELL, DEUEL COUNTY, THENCE 1.0 MILE NORTH ALONG STATE
 MN0033'HIGHWAY 27, AT A ROAD CROSSING, 70 FEET WEST OF THE CENTERLINE
 MN0033'OF STATE HIGHWAY 27, 35 FEET SOUTH OF THE CENTER OF EAST-WEST
 MN0033'DIRT ROAD, 2 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER POST,
 MN0033'AND 2 FEET NORTH OF A NEW STEEL WITNESS POST AND SET IN THE TOP
 MN0033'OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1961 ***********************************************************************
 MK1961  DESIGNATION -  380
 MK1961  PID         -  MK1961
 MK1961  STATE/COUNTY-  NE/BURT
 MK1961  USGS QUAD   -  TEKAMAH (1983)
 MK1961
 MK1961                         *CURRENT SURVEY CONTROL
 MK1961  ___________________________________________________________________
 MK1961* NAD 83(1995)-  41 50 34.71481(N)    096 08 01.43393(W)     ADJUSTED  
 MK1961* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 MK1961  ___________________________________________________________________
 MK1961  LAPLACE CORR-          -8.74  (seconds)                    DEFLEC99
 MK1961  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MK1961
 MK1961  HORZ ORDER  -  THIRD
 MK1961
 MK1961.The horizontal coordinates were established by classical geodetic methods
 MK1961.and adjusted by the National Geodetic Survey in August 1997..
 MK1961
 MK1961.The orthometric height was scaled from a topographic map.
 MK1961
 MK1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1961
 MK1961.The geoid height was determined by GEOID03.
 MK1961
 MK1961;                    North         East     Units Scale Factor Converg.
 MK1961;SPC NE       -   230,298.785   820,898.515   MT  0.99967586   +2 33 43.8
 MK1961;SPC IA N     - 1,041,504.248 1,281,282.554   MT  1.00004812   -1 47 06.0
 MK1961;SPC IA S     -   207,978.960   281,288.682   MT  1.00001114   -1 44 05.4
 MK1961;UTM  14      - 4,636,314.832   737,971.305   MT  1.00029691   +1 54 46.7
 MK1961
 MK1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1961!SPC NE       -   0.99995487  x   0.99967586  =   0.99963075
 MK1961!SPC IA N     -   0.99995487  x   1.00004812  =   1.00000299
 MK1961!SPC IA S     -   0.99995487  x   1.00001114  =   0.99996601
 MK1961!UTM  14      -   0.99995487  x   1.00029691  =   1.00025177
 MK1961
 MK1961|---------------------------------------------------------------------|
 MK1961| PID    Reference Object                     Distance      Geod. Az  |
 MK1961|                                                           dddmmss.s |
 MK1961| CL6696 380 RM 1                             14.982 METERS 00921     |
 MK1961| MK1960 OMAHA/SIOUX FALLS AMBER 4 BN 3      APPROX. 2.4 KM 1703813.6 |
 MK1961| CL6697 380 RM 2                             16.050 METERS 17206     |
 MK1961| CL6695 380 AZ MK                                          3594727.8 |
 MK1961|---------------------------------------------------------------------|
 MK1961
 MK1961                          SUPERSEDED SURVEY CONTROL
 MK1961
 MK1961  NAD 83(1986)-  41 50 34.71837(N)    096 08 01.43363(W) AD(       ) 3
 MK1961  NAD 27      -  41 50 34.76400(N)    096 08 00.37500(W) AD(       ) 3
 MK1961
 MK1961.Superseded values are not recommended for survey control.
 MK1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1961.See file dsdata.txt to determine how the superseded data were derived.
 MK1961
 MK1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3797136315(NAD 83)
 MK1961_MARKER: P = PIPE CAP
 MK1961_SETTING: 0 = UNSPECIFIED SETTING
 MK1961
 MK1961  HISTORY     - Date     Condition        Report By
 MK1961  HISTORY     - 1948     MONUMENTED       MORC
 MK1961
 MK1961                          STATION DESCRIPTION
 MK1961
 MK1961'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (MEW)
 MK1961'LOCATED ABOUT 6-1/2 MILES NORTHEAST OF TEKAMAH AND 1 MILE WEST OF
 MK1961'THE MISSOURI RIVER.  IT IS IN NW 1/4 OF SEC. 36, T. 22 N., R. 11E.
 MK1961'AND IS ON THE EAST SIDE OF THE SECTION LINE ROAD.  IT IS
 MK1961'APPROXIMATELY 27 FEET EAST OF THE CENTERLINE OF THE ROAD AND 9 FEET
 MK1961'WEST OF THE RIGHT-OF-WAY FENCE LINE.  THE STATION IS MARKED
 MK1961'BY A MISSOURI RIVER COMMISSIOIN MARK WHICH IS A 2 INCH IRON PIPE
 MK1961'THAT PROJECTS 4 INCHES AND CAPPED WITH A BRONZE CAP WHICH IS
 MK1961'STAMPED 380.
 MK1961'
 MK1961'REFERENCE MARK NO. 1 IS 49.15 FEET NORTH OF THE STATION, 34 FEET
 MK1961'EAST OF THE CENTER LINE OF THE ROAD AND 1 FOOT WEST OF THE
 MK1961'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 MK1961'IS STAMPED 380 MORC NO 1 1948.
 MK1961'
 MK1961'REFERENCE MARK NO. 2 IS 52.66 FEET SOUTH OF THE STATION, 34
 MK1961'FEET EAST OF THE CENTER LINE OF THE ROAD AND 1 FOOT WEST OF THE
 MK1961'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 MK1961'IS STAMPED 380 MORC NO 2 1948.
 MK1961'
 MK1961'AZIMUTH MARK IS ABOUT 0.6 MILE NORTH OF THE STATION, 20 FEET
 MK1961'NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE CURVE IN THE ROAD
 MK1961'AND 2.3 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES
 MK1961'AND THE DISC IS STAMPED 380 MORC 1948.
 MK1961'
 MK1961'THE STATION WAS REACHED FROM THE COURT HOUSE IN TEKAMAH BY
 MK1961'GOING NORTH ON U.S. HIGHWAY 73E FOR 3.65 MILE TO CROSS ROADS AT
 MK1961'A LARGE WHITE HOUSE IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 MK1961'TURN RIGHT OR EAST AND GO 4.15 MILE TO A T-INTERSECTION.
 MK1961'TURN LEFT OR NORTH FOR 1.8 MILE TO CROSS ROADS.  THENCE RIGHT OR
 MK1961'EAST FOR 0.25 MILE TO AZIMUTH MARK ON THE LEFT OR NORTH, JUST
 MK1961'OFF THE CURVE IN THE ROAD.  FROM HERE CONTINUE NORTH FOR 0.6
 MK1961'MILE TO THE STATION MARK ON THE LEFT AS DESCRIBED ABOVE.
 MK1961'
 MK1961'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0037 ***********************************************************************
 MN0037  DESIGNATION -  3804
 MN0037  PID         -  MN0037
 MN0037  STATE/COUNTY-  NE/DEUEL
 MN0037  USGS QUAD   -  CHAPPELL NE (1971)
 MN0037
 MN0037                         *CURRENT SURVEY CONTROL
 MN0037  ___________________________________________________________________
 MN0037* NAD 83(1986)-  41 08 56.     (N)    102 20 30.     (W)     SCALED    
 MN0037* NAVD 88     -      1159.568  (meters)    3804.35   (feet)  ADJUSTED  
 MN0037  ___________________________________________________________________
 MN0037  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 MN0037  DYNAMIC HT  -        1158.804 (meters)    3801.84  (feet)  COMP
 MN0037  MODELED GRAV-     979,924.9   (mgal)                       NAVD 88
 MN0037
 MN0037  VERT ORDER  -  SECOND    CLASS 0
 MN0037
 MN0037.The horizontal coordinates were scaled from a topographic map and have
 MN0037.an estimated accuracy of +/- 6 seconds.
 MN0037
 MN0037.The orthometric height was determined by differential leveling
 MN0037.and adjusted by the National Geodetic Survey in June 1991..
 MN0037
 MN0037.The geoid height was determined by GEOID03.
 MN0037
 MN0037.The dynamic height is computed by dividing the NAVD 88
 MN0037.geopotential number by the normal gravity value computed on the
 MN0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0037.degrees latitude (g = 980.6199 gals.).
 MN0037
 MN0037.The modeled gravity was interpolated from observed gravity values.
 MN0037
 MN0037;                    North         East    Units  Estimated Accuracy
 MN0037;SPC NE       -   148,720.      303,520.      MT  (+/- 180 meters Scaled)
 MN0037
 MN0037                          SUPERSEDED SURVEY CONTROL
 MN0037
 MN0037  NGVD 29 (??/??/92) 1159.062  (m)         3802.69   (f) ADJ UNCH    2 0
 MN0037
 MN0037.Superseded values are not recommended for survey control.
 MN0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0037.See file dsdata.txt to determine how the superseded data were derived.
 MN0037
 MN0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF230586(NAD 83)
 MN0037_MARKER: P = PIPE CAP
 MN0037_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MN0037+WITH SETTING: INTO GROUND
 MN0037_STAMPING: SIDNEY 3804
 MN0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0037+STABILITY: SURFACE MOTION
 MN0037
 MN0037  HISTORY     - Date     Condition        Report By
 MN0037  HISTORY     - UNK      MONUMENTED       USGS
 MN0037  HISTORY     - 1941     GOOD             NGS
 MN0037  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0037
 MN0037                          STATION DESCRIPTION
 MN0037
 MN0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MN0037'6.9 MI E FROM CHAPPELL.
 MN0037'6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0037'CHAPPELL, DEUEL COUNTY, THENCE 4.0 MILES NORTH ALONG STATE
 MN0037'HIGHWAY 27, AT A ROAD CROSSING, 40 FEET EAST OF THE CENTERLINE
 MN0037'OF THE HIGHWAY, AND 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 MN0037'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED SIDNEY
 MN0037'3804 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 MN0037
 MN0037                          STATION RECOVERY (1971)
 MN0037
 MN0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0026 ***********************************************************************
 LH0026  DESIGNATION -  381
 LH0026  PID         -  LH0026
 LH0026  STATE/COUNTY-  NE/ADAMS
 LH0026  USGS QUAD   -  HASTINGS WEST (1983)
 LH0026
 LH0026                         *CURRENT SURVEY CONTROL
 LH0026  ___________________________________________________________________
 LH0026* NAD 83(1986)-  40 36 27.     (N)    098 23 08.     (W)     SCALED    
 LH0026* NAVD 88     -       585.044  (meters)    1919.43   (feet)  ADJUSTED  
 LH0026  ___________________________________________________________________
 LH0026  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 LH0026  DYNAMIC HT  -         584.718 (meters)    1918.36  (feet)  COMP
 LH0026  MODELED GRAV-     980,049.2   (mgal)                       NAVD 88
 LH0026
 LH0026  VERT ORDER  -  FIRST     CLASS II
 LH0026
 LH0026.The horizontal coordinates were scaled from a topographic map and have
 LH0026.an estimated accuracy of +/- 6 seconds.
 LH0026
 LH0026.The orthometric height was determined by differential leveling
 LH0026.and adjusted by the National Geodetic Survey in June 1991..
 LH0026
 LH0026.The geoid height was determined by GEOID03.
 LH0026
 LH0026.The dynamic height is computed by dividing the NAVD 88
 LH0026.geopotential number by the normal gravity value computed on the
 LH0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0026.degrees latitude (g = 980.6199 gals.).
 LH0026
 LH0026.The modeled gravity was interpolated from observed gravity values.
 LH0026
 LH0026;                    North         East    Units  Estimated Accuracy
 LH0026;SPC NE       -    87,230.      636,600.      MT  (+/- 180 meters Scaled)
 LH0026
 LH0026                          SUPERSEDED SURVEY CONTROL
 LH0026
 LH0026  NGVD 29 (??/??/92)  584.813  (m)         1918.67   (f) ADJ UNCH    1 2
 LH0026
 LH0026.Superseded values are not recommended for survey control.
 LH0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0026.See file dsdata.txt to determine how the superseded data were derived.
 LH0026
 LH0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK519953(NAD 83)
 LH0026_MARKER: DD = SURVEY DISK
 LH0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0026_STAMPING: 381
 LH0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0026+STABILITY: SURFACE MOTION
 LH0026
 LH0026  HISTORY     - Date     Condition        Report By
 LH0026  HISTORY     - UNK      MONUMENTED       NEGS
 LH0026  HISTORY     - 1947     GOOD             NGS
 LH0026  HISTORY     - 19910926 MARK NOT FOUND   NGS
 LH0026  HISTORY     - 20010810 MARK NOT FOUND   NEDR
 LH0026
 LH0026                          STATION DESCRIPTION
 LH0026
 LH0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0026'AT HASTINGS.
 LH0026'AT HASTINGS, AT THE NORTH CITY LIMITS, AT THE INTERSECTION OF
 LH0026'NORTH KANSAS AVENUE AND 22ND STREET, 31.4 FEET WEST OF TELEPHONE
 LH0026'POLE NO. 8, 23.0 FEET NORTH OF THE CENTER LINE OF 22ND STREET,
 LH0026'IN LINE WITH THE CENTER LINE OF THE ASPHALT PAVING ON NORTH
 LH0026'KANSAS AVENUE, 3.7 FEET NORTH OF AN EAST-WEST LINE OF TELEPHONE
 LH0026'POLES, SET IN THE TOP OF A CONCRETE POST ABOUT 0.7 FOOT BELOW
 LH0026'THE GROUND.
 LH0026
 LH0026                          STATION RECOVERY (1991)
 LH0026
 LH0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0026'THE DESCRIBED AREA IS NOW A STREET.  ASSUMED DESTROYED.
 LH0026
 LH0026                          STATION RECOVERY (2001)
 LH0026
 LH0026'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0026'NOTE-ASSUMED DESTROYED - KANSAS AVENUE AND 22ND STREET WAS ALL TORN UP
 LH0026'FOR NEW STREETS WHERE THE BENCH MARK WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0123 ***********************************************************************
 NP0123  DESIGNATION -  3.83
 NP0123  PID         -  NP0123
 NP0123  STATE/COUNTY-  NE/BOX BUTTE
 NP0123  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0123
 NP0123                         *CURRENT SURVEY CONTROL
 NP0123  ___________________________________________________________________
 NP0123* NAD 83(1986)-  42 03 08.     (N)    102 54 34.     (W)     SCALED    
 NP0123* NAVD 88     -      1207.731  (meters)    3962.36   (feet)  ADJUSTED  
 NP0123  ___________________________________________________________________
 NP0123  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 NP0123  DYNAMIC HT  -        1207.013 (meters)    3960.01  (feet)  COMP
 NP0123  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 NP0123
 NP0123  VERT ORDER  -  FIRST     CLASS II
 NP0123
 NP0123.The horizontal coordinates were scaled from a topographic map and have
 NP0123.an estimated accuracy of +/- 6 seconds.
 NP0123
 NP0123.The orthometric height was determined by differential leveling
 NP0123.and adjusted by the National Geodetic Survey in June 1991..
 NP0123
 NP0123.The geoid height was determined by GEOID03.
 NP0123
 NP0123.The dynamic height is computed by dividing the NAVD 88
 NP0123.geopotential number by the normal gravity value computed on the
 NP0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0123.degrees latitude (g = 980.6199 gals.).
 NP0123
 NP0123.The modeled gravity was interpolated from observed gravity values.
 NP0123
 NP0123;                    North         East    Units  Estimated Accuracy
 NP0123;SPC NE       -   250,410.      259,260.      MT  (+/- 180 meters Scaled)
 NP0123
 NP0123                          SUPERSEDED SURVEY CONTROL
 NP0123
 NP0123  NGVD 29 (??/??/92) 1207.139  (m)         3960.42   (f) ADJ UNCH    1 2
 NP0123
 NP0123.Superseded values are not recommended for survey control.
 NP0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0123.See file dsdata.txt to determine how the superseded data were derived.
 NP0123
 NP0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG729576(NAD 83)
 NP0123_MARKER: R = RIVET
 NP0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0123_SP_SET: ABUTMENT
 NP0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0123
 NP0123  HISTORY     - Date     Condition        Report By
 NP0123  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0123  HISTORY     - 1956     GOOD             NGS
 NP0123  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0123
 NP0123                          STATION DESCRIPTION
 NP0123
 NP0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0123'3.8 MI SW FROM ALLIANCE.
 NP0123'3.8 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0123'RAILROAD FROM THE STATION AT ALLIANCE, 5.5 FEET EAST OF THE EAST
 NP0123'RAIL, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 NP0123'EAST END OF THE SOUTH ABUTMENT OF BRIDGE 3.83 OVER SNAKE CREEK,
 NP0123'IN THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 24 NORTH, RANGE 48
 NP0123'WEST.
 NP0123
 NP0123                          STATION RECOVERY (1985)
 NP0123
 NP0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0123'NOT RECOVERED.  RAILROAD CONSTRUCTION IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0098 ***********************************************************************
 MN0098  DESIGNATION -  3833
 MN0098  PID         -  MN0098
 MN0098  STATE/COUNTY-  NE/CHEYENNE
 MN0098  USGS QUAD   -  LODGEPOLE (1972)
 MN0098
 MN0098                         *CURRENT SURVEY CONTROL
 MN0098  ___________________________________________________________________
 MN0098* NAD 83(1986)-  41 08 55.     (N)    102 38 21.     (W)     SCALED    
 MN0098* NAVD 88     -      1168.204  (meters)    3832.68   (feet)  ADJUSTED  
 MN0098  ___________________________________________________________________
 MN0098  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 MN0098  DYNAMIC HT  -        1167.421 (meters)    3830.11  (feet)  COMP
 MN0098  MODELED GRAV-     979,913.5   (mgal)                       NAVD 88
 MN0098
 MN0098  VERT ORDER  -  SECOND    CLASS 0
 MN0098
 MN0098.The horizontal coordinates were scaled from a topographic map and have
 MN0098.an estimated accuracy of +/- 6 seconds.
 MN0098
 MN0098.The orthometric height was determined by differential leveling
 MN0098.and adjusted by the National Geodetic Survey in June 1991..
 MN0098
 MN0098.The geoid height was determined by GEOID03.
 MN0098
 MN0098.The dynamic height is computed by dividing the NAVD 88
 MN0098.geopotential number by the normal gravity value computed on the
 MN0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0098.degrees latitude (g = 980.6199 gals.).
 MN0098
 MN0098.The modeled gravity was interpolated from observed gravity values.
 MN0098
 MN0098;                    North         East    Units  Estimated Accuracy
 MN0098;SPC NE       -   149,410.      278,560.      MT  (+/- 180 meters Scaled)
 MN0098
 MN0098                          SUPERSEDED SURVEY CONTROL
 MN0098
 MN0098  NGVD 29 (??/??/92) 1167.677  (m)         3830.95   (f) ADJ UNCH    2 0
 MN0098
 MN0098.Superseded values are not recommended for survey control.
 MN0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0098.See file dsdata.txt to determine how the superseded data were derived.
 MN0098
 MN0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF981579(NAD 83)
 MN0098_MARKER: DD = SURVEY DISK
 MN0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0098_SP_SET: STONE
 MN0098_STAMPING: SIDNEY 3833
 MN0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0098+STABILITY: SURFACE MOTION
 MN0098
 MN0098  HISTORY     - Date     Condition        Report By
 MN0098  HISTORY     - UNK      MONUMENTED       USGS
 MN0098  HISTORY     - 1934     GOOD             NGS
 MN0098  HISTORY     - 1941     GOOD             NGS
 MN0098
 MN0098                          STATION DESCRIPTION
 MN0098
 MN0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0098'AT LODGE POLE.
 MN0098'AT LODGE POLE, CHEYENNE COUNTY, IN SECTION 30, T. 14 N., R. 46 W.,
 MN0098'AND AT A STONE MONUMENT IN A PARK.  A UNITED STATES GEOLOGICAL
 MN0098'SURVEY STANDARD DISK, STAMPED SIDNEY 3833.
 MN0098
 MN0098                          STATION RECOVERY (1941)
 MN0098
 MN0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MN0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0005 ***********************************************************************
 LH0005  DESIGNATION -  386
 LH0005  PID         -  LH0005
 LH0005  STATE/COUNTY-  NE/ADAMS
 LH0005  USGS QUAD   -  HASTINGS WEST (1983)
 LH0005
 LH0005                         *CURRENT SURVEY CONTROL
 LH0005  ___________________________________________________________________
 LH0005* NAD 83(1986)-  40 34 03.     (N)    098 24 41.     (W)     SCALED    
 LH0005* NAVD 88     -       588.673  (meters)    1931.34   (feet)  ADJUSTED  
 LH0005  ___________________________________________________________________
 LH0005  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 LH0005  DYNAMIC HT  -         588.342 (meters)    1930.25  (feet)  COMP
 LH0005  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 LH0005
 LH0005  VERT ORDER  -  FIRST     CLASS II
 LH0005
 LH0005.The horizontal coordinates were scaled from a topographic map and have
 LH0005.an estimated accuracy of +/- 6 seconds.
 LH0005
 LH0005.The orthometric height was determined by differential leveling
 LH0005.and adjusted by the National Geodetic Survey in June 1991..
 LH0005
 LH0005.The geoid height was determined by GEOID03.
 LH0005
 LH0005.The dynamic height is computed by dividing the NAVD 88
 LH0005.geopotential number by the normal gravity value computed on the
 LH0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0005.degrees latitude (g = 980.6199 gals.).
 LH0005
 LH0005.The modeled gravity was interpolated from observed gravity values.
 LH0005
 LH0005;                    North         East    Units  Estimated Accuracy
 LH0005;SPC NE       -    82,750.      634,490.      MT  (+/- 180 meters Scaled)
 LH0005
 LH0005                          SUPERSEDED SURVEY CONTROL
 LH0005
 LH0005  NGVD 29 (??/??/92)  588.442  (m)         1930.58   (f) ADJ UNCH    1 2
 LH0005
 LH0005.Superseded values are not recommended for survey control.
 LH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0005.See file dsdata.txt to determine how the superseded data were derived.
 LH0005
 LH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK498909(NAD 83)
 LH0005_MARKER: DD = SURVEY DISK
 LH0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0005_STAMPING: 386
 LH0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0005+STABILITY: SURFACE MOTION
 LH0005
 LH0005  HISTORY     - Date     Condition        Report By
 LH0005  HISTORY     - UNK      MONUMENTED       NEGS
 LH0005  HISTORY     - 1947     GOOD             NGS
 LH0005
 LH0005                          STATION DESCRIPTION
 LH0005
 LH0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0005'AT HASTINGS.
 LH0005'AT HASTINGS, 2.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND
 LH0005'QUINCY RAILROAD FROM THE STATION, IN THE SOUTHEAST QUARTER OF
 LH0005'THE CROSSING OF THE TRACK AND U.S. HIGHWAY NO. 6 (ALTERNATE),
 LH0005'41.0 FEET EAST OF THE EAST RAIL OF THE TRACK, 17.2 FEET SOUTH
 LH0005'OF THE CENTER LINE OF THE HIGHWAY, 25.4 FEET NORTH-NORTHEAST OF
 LH0005'THE 2ND POLE NORTH OF MILEPOST 2, SET IN THE TOP OF A CONCRETE
 LH0005'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0347 ***********************************************************************
 NP0347  DESIGNATION -  387.57
 NP0347  PID         -  NP0347
 NP0347  STATE/COUNTY-  NE/BOX BUTTE
 NP0347  USGS QUAD   -  HEMINGFORD (1948)
 NP0347
 NP0347                         *CURRENT SURVEY CONTROL
 NP0347  ___________________________________________________________________
 NP0347* NAD 83(1986)-  42 20 43.     (N)    103 07 20.     (W)     SCALED    
 NP0347* NAVD 88     -      1312.917  (meters)    4307.46   (feet)  ADJUSTED  
 NP0347  ___________________________________________________________________
 NP0347  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 NP0347  DYNAMIC HT  -        1312.142 (meters)    4304.92  (feet)  COMP
 NP0347  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 NP0347
 NP0347  VERT ORDER  -  FIRST     CLASS II
 NP0347
 NP0347.The horizontal coordinates were scaled from a topographic map and have
 NP0347.an estimated accuracy of +/- 6 seconds.
 NP0347
 NP0347.The orthometric height was determined by differential leveling
 NP0347.and adjusted by the National Geodetic Survey in June 1991..
 NP0347
 NP0347.The geoid height was determined by GEOID03.
 NP0347
 NP0347.The dynamic height is computed by dividing the NAVD 88
 NP0347.geopotential number by the normal gravity value computed on the
 NP0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0347.degrees latitude (g = 980.6199 gals.).
 NP0347
 NP0347.The modeled gravity was interpolated from observed gravity values.
 NP0347
 NP0347;                    North         East    Units  Estimated Accuracy
 NP0347;SPC NE       -   283,540.      242,840.      MT  (+/- 180 meters Scaled)
 NP0347
 NP0347                          SUPERSEDED SURVEY CONTROL
 NP0347
 NP0347  NGVD 29 (??/??/92) 1312.274  (m)         4305.35   (f) ADJ UNCH    1 2
 NP0347
 NP0347.Superseded values are not recommended for survey control.
 NP0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0347.See file dsdata.txt to determine how the superseded data were derived.
 NP0347
 NP0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG546898(NAD 83)
 NP0347_MARKER: R = RIVET
 NP0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0347_SP_SET: BRIDGE
 NP0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0347
 NP0347  HISTORY     - Date     Condition        Report By
 NP0347  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0347  HISTORY     - 1956     GOOD             NGS
 NP0347  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0347
 NP0347                          STATION DESCRIPTION
 NP0347
 NP0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0347'2.9 MI NW FROM HEMINGFORD.
 NP0347'2.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0347'RAILROAD FROM THE STATION AT HEMINGFORD, 7.8 FEET SOUTHWEST OF
 NP0347'THE SOUTHWEST RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN
 NP0347'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF SMALL
 NP0347'CONCRETE BRIDGE 387.57, IN SECTION 2, TOWNSHIP 27 NORTH, RANGE
 NP0347'50 WEST.
 NP0347
 NP0347                          STATION RECOVERY (1985)
 NP0347
 NP0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0347'NOT RECOVERED.  MARK IS UNDER A CROSS TIE BRACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1715 ***********************************************************************
 NM1715  DESIGNATION -  388 B
 NM1715  PID         -  NM1715
 NM1715  STATE/COUNTY-  NE/BURT
 NM1715  USGS QUAD   -  MACY (1966)
 NM1715
 NM1715                         *CURRENT SURVEY CONTROL
 NM1715  ___________________________________________________________________
 NM1715* NAD 83(1995)-  42 02 23.56264(N)    096 16 50.10970(W)     ADJUSTED  
 NM1715* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 NM1715  ___________________________________________________________________
 NM1715  LAPLACE CORR-          -8.74  (seconds)                    DEFLEC99
 NM1715  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 NM1715
 NM1715  HORZ ORDER  -  SECOND
 NM1715
 NM1715.The horizontal coordinates were established by classical geodetic methods
 NM1715.and adjusted by the National Geodetic Survey in August 1997..
 NM1715
 NM1715.The orthometric height was scaled from a topographic map.
 NM1715
 NM1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1715
 NM1715.The geoid height was determined by GEOID03.
 NM1715
 NM1715;                    North         East     Units Scale Factor Converg.
 NM1715;SPC NE       -   251,607.361   807,777.067   MT  0.99970197   +2 27 53.4
 NM1715;SPC IA N     - 1,063,753.854 1,269,810.589   MT  1.00000497   -1 53 04.3
 NM1715;UTM  14      - 4,657,782.278   725,083.588   MT  1.00022344   +1 49 18.5
 NM1715
 NM1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1715!SPC NE       -   0.99994469  x   0.99970197  =   0.99964668
 NM1715!SPC IA N     -   0.99994469  x   1.00000497  =   0.99994966
 NM1715!UTM  14      -   0.99994469  x   1.00022344  =   1.00016812
 NM1715
 NM1715:                Primary Azimuth Mark                     Grid Az
 NM1715:SPC NE       -  ONAWA MUNICIPAL TANK                     092 29 27.9
 NM1715:SPC IA N     -  ONAWA MUNICIPAL TANK                     096 50 25.6
 NM1715:UTM  14      -  ONAWA MUNICIPAL TANK                     093 08 02.8
 NM1715
 NM1715|---------------------------------------------------------------------|
 NM1715| PID    Reference Object                     Distance      Geod. Az  |
 NM1715|                                                           dddmmss.s |
 NM1715| NM1662 ONAWA MUNICIPAL TANK                APPROX.15.4 KM 0945721.3 |
 NM1715| NM1663 OMAHA SIOUX FALLS AMB 4 BN 5        APPROX. 6.4 KM 0961650.8 |
 NM1715| CO2026 388 B AZ MK                                        1385517.5 |
 NM1715| CO2027 388 B AZ MK RESET                                  1422139.3 |
 NM1715| CO2030 388 B RM 3                            8.687 METERS 16756     |
 NM1715| CO2028 388 B RM 1                           28.255 METERS 17310     |
 NM1715| CO2029 388 B RM 2                           31.424 METERS 26948     |
 NM1715| CO2031 388 B RM 4                            7.303 METERS 35010     |
 NM1715|---------------------------------------------------------------------|
 NM1715
 NM1715                          SUPERSEDED SURVEY CONTROL
 NM1715
 NM1715  NAD 83(1986)-  42 02 23.56464(N)    096 16 50.10635(W) AD(       ) 2
 NM1715  NAD 27      -  42 02 23.61200(N)    096 16 49.01500(W) AD(       ) 2
 NM1715
 NM1715.Superseded values are not recommended for survey control.
 NM1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1715.See file dsdata.txt to determine how the superseded data were derived.
 NM1715
 NM1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2508457782(NAD 83)
 NM1715_MARKER: Z = SEE DESCRIPTION
 NM1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1715+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 NM1715
 NM1715  HISTORY     - Date     Condition        Report By
 NM1715  HISTORY     - 1948     MONUMENTED       USE
 NM1715  HISTORY     - 1961     GOOD             CGS
 NM1715  HISTORY     - 20050713 GOOD             NEGS
 NM1715  HISTORY     - 20050929 GOOD             BLMCHY
 NM1715
 NM1715                          STATION DESCRIPTION
 NM1715
 NM1715'DESCRIBED BY US ENGINEERS 1948 (MEW)
 NM1715'LOCATED ABOUT 2-1/2 MILES NORTH-NORTHWEST OF DECATUR, 1/2 MILE
 NM1715'WEST OF THE MISSOURI RIVER AND ON A KNOLL ABOUT 125 FEET EAST
 NM1715'OF U.S. HIGHWAY 73E, WHICH OVERLOOKS THE MISSOURI RIVER TO THE
 NM1715'EAST.  IT IS 62 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE AND ON
 NM1715'THE HIGHEST PART OF THE KNOLL.  THE MARK IS A CONCRETE POST, ABOUT
 NM1715'4 INCHES SQUARE WITH AN IRON PLATE ON THE TOP AND A TIT
 NM1715'PROJECTING ABOUT 1/2 INCH.  A SMALL HOLE IN THE TOP OF THE TIT
 NM1715'WAS USED AS THE STATION.  ON THE IRON PLATE IS STAMPED 388
 NM1715'B.  THE TOP OF THE MARK IS ABOUT 3 INCHES BELOW THE SURFACE
 NM1715'OF THE GROUND.  (NOTE BELOW *)
 NM1715'
 NM1715'REFERENCE MARK NO. 1 IS 92.69 FEET (SLOPE) SOUTH OF THE STATION,
 NM1715'51 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 NM1715'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 NM1715'2 INCHES AND THE DISC IS STAMPED 388 B USED NO 1 1948.
 NM1715'
 NM1715'REFERENCE MARK NO. 2 IS 103.10 FEET (SLOPE) WEST OF THE STATION,
 NM1715'50 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY
 NM1715'AND 1 FOOT NORTHEAST OF THE FENCE LINE.  THE MARK PROJECTS
 NM1715'ABOUT 2 INCHES AND THE DISK IS STAMPED 388 B USED NO 2 1948.
 NM1715'
 NM1715'AZIMUTH MARK IS 0.55 MILE SOUTHEAST OF THE STATION, 42 FEET
 NM1715'NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 6 FEET
 NM1715'SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE AND 3.6 FEET WEST OF A
 NM1715'WITNESS POST.  IT IS ON THE TOP OF A CUT-BANK ABOUT 25 FEET
 NM1715'ABOVE THE HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 NM1715'DISC IS STAMPED 388 B USED 1948.
 NM1715'
 NM1715'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 73E
 NM1715'AND STATE ROUTE 51 BY GOING NORTHWESTERLY ON U.S. HIGHWAY
 NM1715'73E FOR 2 MILE TO THE AZIMUTH MARK ON THE RIGHT, AS DESCRIBED
 NM1715'ABOVE, THEN CONTINUE FOR 0.55 MILE TO THE STATION ON THE RIGHT
 NM1715'AS DESCRIBED ABOVE.
 NM1715'
 NM1715'*STATION IS LOCATED IN THE SE 1/4 OF SEC. 22, T. 24 N., R. 10 E.
 NM1715'
 NM1715'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1715
 NM1715                          STATION RECOVERY (1961)
 NM1715
 NM1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 NM1715'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NM1715'GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY
 NM1715'73 WILL DESTROY THE AZIMUTH MARK AND BOTH REFERENCE MARKS.  THEY
 NM1715'WERE MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 NM1715'
 NM1715'STATION IS LOCATED ABOUT 2 AND 1/2 MILES NORTH-NORTHWEST OF
 NM1715'DECATUR AND 1/2 MILE WEST OF THE MISSOURI RIVER ON THE HIGHEST
 NM1715'PART OF A KNOLL OVERLOOKING THE MISSOURI RIVER IN THE SE 1/4 OF
 NM1715'SEC. 22, T 24 N., R 10 E, AND 125 FEET NORTHEAST OF THE CENTERLINE
 NM1715'OF NEW U.S. HIGHWAY 73.  THE MARK IS A CONCRETE POST ABOUT
 NM1715'4 INCHES SQUARE WITH AN IRON PLATE ON TOP WHICH HAS A 1/2
 NM1715'INCH PROJECTION WITH A HOLE IN THE CENTER OF IT.  THIS HOLE
 NM1715'MARKS THE STATION.  THE MARK IS ABOUT 3 INCHES BELOW THE
 NM1715'SURFACE OF THE GROUND AND 388 B IS STAMPED ON THE PLATE.  THIS
 NM1715'MARK WAS ORIGINALLY ESTABLISHED BY THE U.S. ENGINEERS.
 NM1715'
 NM1715'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 73 AND
 NM1715'STATE HIGHWAY 51 IN DECATUR, GO NORTH-NORTHWEST ON U.S. HIGHWAY
 NM1715'73 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 NM1715'NORTHWEST ALONG U.S. HIGHWAY 73 FOR 0.55 MILE TO THE STATION ON
 NM1715'THE RIGHT ON THE RIGHT AS DESCRIBED.
 NM1715'
 NM1715'REFERENCE MARK NO. 3 IS 28.50 FEET SOUTH-SOUTHEAST OF THE
 NM1715'STATION AND 108 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 NM1715'73.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED 388 B USED
 NM1715'NO 3 1948.
 NM1715'
 NM1715'REFERENCE MARK NO. 4 IS 23.96 FEET NORTH-NORTHWEST OF THE STATION,
 NM1715'AND 145 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 73.  THE
 NM1715'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED 388 B USED NO
 NM1715'4 1948.
 NM1715'
 NM1715'AZIMUTH MARK (RESET) IS 0.55 MILE SOUTHEAST OF THE STATION,
 NM1715'100 YARDS NORTH OF AN EAST-WEST FENCE-LINE, 144 FEET SOUTHWEST
 NM1715'OF THE CENTER OF U.S. HIGHWAY 73, AND 1 FOOT NORTHWEST OF A
 NM1715'STEEL WITNESS POST SIGN.  THE MARK PROJECTS 4 INCHES AND THE
 NM1715'DISK IS STAMPED 388 B USED 1948 RESET 1961.
 NM1715'
 NM1715'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 NM1715'U.S. HIGHWAY 73 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NM1715'
 NM1715'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1715
 NM1715                          STATION RECOVERY (2005)
 NM1715
 NM1715'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 2005 (GT)
 NM1715'STATION WAS RECOVERED AS DESCRIBED ABOVE WITH THE MARK BEING 10 FEET
 NM1715'EAST OF THE HIGHWAY RIGHT OF WAY FENCE ON TOP OF A HIGH HILL. THE MARK
 NM1715'IS AT GROUND LEVEL AND IS A 4 INCH SQUARE PLATE WITH A 1/2 INCH TIT
 NM1715'PROJECTING UP. WE CHECKED THE LOCATION BY USING OPUS.
 NM1715' 
 NM1715'TO REACH THE MARK GO FROM THE JUCTION OF HIGHWAYS 75 AND 51 IN DECATUR
 NM1715'NEBRASKA THENCE ABOUT 2.7 MILES NORTHWEST ON HIGHWAY 75. THE STATION
 NM1715'IS ABOUT 125 FEET EAST OF HIGHWAY 75.
 NM1715' 
 NM1715'REFERENCE MARK NO 3 IS 28.6 FEET SOUTH SOUTHEAST OF STATION ON THE
 NM1715'WEST SIDE OF HIGHWAY RIGHT OF WAY FENCE.
 NM1715' 
 NM1715'TO REACH THE MARK GO FROM THE SCENIC OVERVIEW TURN OUT WHICH IS
 NM1715'LOCATED ON THE EAST SIDE OF HIGHWAY 75 AND MILE POST 152, AND GO
 NM1715'SOUTHEAST 0.2 MILES.
 NM1715' 
 NM1715'TO REACH THE MARK GO FROM THE INTERSECTION OF HIGHWAY 75 AND COUNTY
 NM1715'ROAD X-75 (WHICH RUNS TO THE NORTHEAST) FOLLOW HIGHWAY 75 NORTHWEST
 NM1715'0.4 MILES TO TOP OF HILL.
 NM1715' 
 NM1715' 
 NM1715
 NM1715                          STATION RECOVERY (2005)
 NM1715
 NM1715'RECOVERY NOTE BY BLM, CHEYENNE, WY 2005 (RRL)
 NM1715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0363 ***********************************************************************
 LH0363  DESIGNATION -  391
 LH0363  PID         -  LH0363
 LH0363  STATE/COUNTY-  NE/KEARNEY
 LH0363  USGS QUAD   -  MINDEN SOUTH (1969)
 LH0363
 LH0363                         *CURRENT SURVEY CONTROL
 LH0363  ___________________________________________________________________
 LH0363* NAD 83(1986)-  40 27 04.     (N)    098 57 45.     (W)     SCALED    
 LH0363* NAVD 88     -       667.229  (meters)    2189.07   (feet)  ADJUSTED  
 LH0363  ___________________________________________________________________
 LH0363  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 LH0363  DYNAMIC HT  -         666.826 (meters)    2187.74  (feet)  COMP
 LH0363  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 LH0363
 LH0363  VERT ORDER  -  SECOND    CLASS 0
 LH0363
 LH0363.The horizontal coordinates were scaled from a topographic map and have
 LH0363.an estimated accuracy of +/- 6 seconds.
 LH0363
 LH0363.The orthometric height was determined by differential leveling
 LH0363.and adjusted by the National Geodetic Survey in June 1991..
 LH0363
 LH0363.The geoid height was determined by GEOID03.
 LH0363
 LH0363.The dynamic height is computed by dividing the NAVD 88
 LH0363.geopotential number by the normal gravity value computed on the
 LH0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0363.degrees latitude (g = 980.6199 gals.).
 LH0363
 LH0363.The modeled gravity was interpolated from observed gravity values.
 LH0363
 LH0363;                    North         East    Units  Estimated Accuracy
 LH0363;SPC NE       -    69,120.      587,990.      MT  (+/- 180 meters Scaled)
 LH0363
 LH0363                          SUPERSEDED SURVEY CONTROL
 LH0363
 LH0363  NGVD 29 (??/??/92)  666.972  (m)         2188.22   (f) ADJ UNCH    2 0
 LH0363
 LH0363.Superseded values are not recommended for survey control.
 LH0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0363.See file dsdata.txt to determine how the superseded data were derived.
 LH0363
 LH0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK031778(NAD 83)
 LH0363_MARKER: DB = BENCH MARK DISK
 LH0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0363_STAMPING: 391
 LH0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0363+STABILITY: SURFACE MOTION
 LH0363
 LH0363  HISTORY     - Date     Condition        Report By
 LH0363  HISTORY     - UNK      MONUMENTED       NEGS
 LH0363  HISTORY     - 1934     GOOD             NGS
 LH0363
 LH0363                          STATION DESCRIPTION
 LH0363
 LH0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0363'3.7 MI S FROM MINDEN.
 LH0363'3.7 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO, BURLINGTON
 LH0363'AND QUINCY RAILROAD STATION AT MINDEN, KEARNEY COUNTY, ABOUT
 LH0363'1/2 MILE EAST OF THE HIGHWAY, 39 FEET NORTHEAST OF A FARMHOUSE,
 LH0363'AND IN A FENCE CORNER.  A STATE SURVEY STANDARD DISK, STAMPED
 LH0363'391 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1714 ***********************************************************************
 NM1714  DESIGNATION -  392
 NM1714  PID         -  NM1714
 NM1714  STATE/COUNTY-  NE/THURSTON
 NM1714  USGS QUAD   -  ALBATON (1969)
 NM1714
 NM1714                         *CURRENT SURVEY CONTROL
 NM1714  ___________________________________________________________________
 NM1714* NAD 83(1995)-  42 09 49.86324(N)    096 21 02.60939(W)     ADJUSTED  
 NM1714* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 NM1714  ___________________________________________________________________
 NM1714  LAPLACE CORR-          -7.10  (seconds)                    DEFLEC99
 NM1714  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 NM1714
 NM1714  HORZ ORDER  -  SECOND
 NM1714
 NM1714.The horizontal coordinates were established by classical geodetic methods
 NM1714.and adjusted by the National Geodetic Survey in August 1997..
 NM1714
 NM1714.The orthometric height was scaled from a topographic map.
 NM1714
 NM1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1714
 NM1714.The geoid height was determined by GEOID03.
 NM1714
 NM1714;                    North         East     Units Scale Factor Converg.
 NM1714;SPC NE       -   265,114.082   801,395.763   MT  0.99972449   +2 25 06.1
 NM1714;SPC IA N     - 1,077,709.596 1,264,470.612   MT  0.99998378   -1 55 55.4
 NM1714;UTM  14      - 4,671,366.263   718,850.750   MT  1.00018937   +1 46 44.5
 NM1714
 NM1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1714!SPC NE       -   0.99994120  x   0.99972449  =   0.99966571
 NM1714!SPC IA N     -   0.99994120  x   0.99998378  =   0.99992498
 NM1714!UTM  14      -   0.99994120  x   1.00018937  =   1.00013056
 NM1714
 NM1714|---------------------------------------------------------------------|
 NM1714| PID    Reference Object                     Distance      Geod. Az  |
 NM1714|                                                           dddmmss.s |
 NM1714| CO2033 392 RM 1                                           01848     |
 NM1714| NM1666 OMAHA/SIOUX FALLS AMB 4 AWY 6       APPROX. 9.8 KM 0253835.9 |
 NM1714| NM1665 SLOAN MUNICIPAL TANK                APPROX.12.7 KM 0522136.6 |
 NM1714| NM0113 SLOAN                               APPROX.12.5 KM 0631533.1 |
 NM1714| CO2032 392 AZ MK                                          2564159.1 |
 NM1714| CO2034 392 RM 2                                           25948     |
 NM1714| NM1713 WINNEBAGO LOOKOUT TOWER             APPROX. 7.3 KM 3510441.0 |
 NM1714|---------------------------------------------------------------------|
 NM1714
 NM1714                          SUPERSEDED SURVEY CONTROL
 NM1714
 NM1714  NAD 83(1986)-  42 09 49.86140(N)    096 21 02.60411(W) AD(       ) 2
 NM1714  NAD 27      -  42 09 49.89800(N)    096 21 01.49100(W) AD(       ) 2
 NM1714
 NM1714.Superseded values are not recommended for survey control.
 NM1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1714.See file dsdata.txt to determine how the superseded data were derived.
 NM1714
 NM1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1885171366(NAD 83)
 NM1714_MARKER: P = PIPE CAP
 NM1714_SETTING: 0 = UNSPECIFIED SETTING
 NM1714
 NM1714  HISTORY     - Date     Condition        Report By
 NM1714  HISTORY     - 1948     MONUMENTED       MORC
 NM1714
 NM1714                          STATION DESCRIPTION
 NM1714
 NM1714'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (MEW)
 NM1714'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF WINNEBAGO AND
 NM1714'3-1/2 MILES NORTH OF MACY ON WEST BLUFFS OF MISSOURI RIVER.
 NM1714'STATION IS 13 FEET EAST OF THE APPROXIMATE CENTERLINE OF DIM
 NM1714'TRACK ROAD.  THE MARK IS A STANDARD MISSOURI RIVER COMMISSION
 NM1714'MARK WHICH IS A 2 INCH IRON PIPE WITH CAP PROJECTING ABOUT 5
 NM1714'INCHES AND IS STAMPED 392.
 NM1714'
 NM1714'REFERENCE MARK NO. 1 IS 53.19 FEET (SLOPE MEASUREMENT) NORTH OF
 NM1714'STATION.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 NM1714'STAMPED 392 MRC 1948.
 NM1714'
 NM1714'REFERENCE MARK NO. 2 IS 57.20 FEET (SLOPE MEASUREMENT) WEST
 NM1714'SOUTHWEST OF STATION AND 4 FEET SOUTHEAST OF AN 8 INCH TREE.
 NM1714'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED 392 MRC
 NM1714'1948.
 NM1714'
 NM1714'AZIMUTH MARK IS APPROXIMATELY 0.1 MILE WEST SOUTHWEST OF STATION,
 NM1714'6 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF TRACK ROAD AND 2
 NM1714'FEET EAST SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT
 NM1714'4 INCHES AND THE DISK IS STAMPED 392 MRC 1948.
 NM1714'
 NM1714'TO REACH STATION FROM CROSS STREETS JUST EAST OF THE POST OFFICE
 NM1714'IN MACY GO NORTH FOR 0.6 MILE TO INTERSECTION WITH U.S. HIGHWAY
 NM1714'73E.  CONTINUE STRAIGHT AHEAD FOR 2.0 MILES TO CROSS ROAD WHERE
 NM1714'MAIN ROAD TURNS WEST.  KEEP STRAIGHT AHEAD, NORTH, FOR 1.15
 NM1714'MILES TO A TRACK ROAD LEADING RIGHT INTO FIELD.  TURN RIGHT
 NM1714'AND TAKE THE RIGHT FORK OF THREE FOR 0.1 MILE TO FORK.  TAKE
 NM1714'LEFT FORK DOWN GRADE FOR ABOUT 0.1 MILE TO ANOTHER THREE WAY
 NM1714'FORK.  TAKE CENTER OF FORK UP GRADE 130 YARDS TO DIM TRACK
 NM1714'ROAD LEFT.  TURN SHARP LEFT AND GO 80 YARDS TO STATION ON
 NM1714'RIGHT AS DESCRIBED.
 NM1714'
 NM1714'TO REACH AZIMUTH FROM STATION RETURN 80 YARDS AND TURN
 NM1714'RIGHT AND GO 0.1 MILE TO AZIMUTH ON LEFT AS DESCRIBED.
 NM1714'
 NM1714'AN 8 FOOT SIGNAL AT STATION MACY 1934 IS VISIBLE AT 20 FEET.
 NM1714'
 NM1714'AN 87 FOOT SIGNAL AT STATION FAIRVIEW IS VISIBLE AT 10 FEET.
 NM1714'
 NM1714'A 100 FOOT SIGNAL AT STATION WHITING IS VISIBLE AT 10 FEET.
 NM1714'
 NM1714'A 100 FOOT SIGNAL AT STATION SLOAN IS VISIBLE AT 10 FEET.
 NM1714'
 NM1714'A 74 FOOT SIGNAL AT STATION ALBATON IS VISIBLE AT 10 FEET.
 NM1714'
 NM1714'A 100 FOOT SIGNAL AT STATION SALIX IS VISIBLE AT 10 FEET.
 NM1714'
 NM1714'A 74 FOOT SIGNAL AT STATION BAGO 1934 IS VISIBLE AT 64 FEET.
 NM1714'
 NM1714'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0366 ***********************************************************************
 NP0366  DESIGNATION -  399.43
 NP0366  PID         -  NP0366
 NP0366  STATE/COUNTY-  NE/BOX BUTTE
 NP0366  USGS QUAD   -  MARSLAND (1983)
 NP0366
 NP0366                         *CURRENT SURVEY CONTROL
 NP0366  ___________________________________________________________________
 NP0366* NAD 83(1986)-  42 25 47.     (N)    103 18 15.     (W)     SCALED    
 NP0366* NAVD 88     -      1259.166  (meters)    4131.11   (feet)  ADJUSTED  
 NP0366  ___________________________________________________________________
 NP0366  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 NP0366  DYNAMIC HT  -        1258.420 (meters)    4128.67  (feet)  COMP
 NP0366  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 NP0366
 NP0366  VERT ORDER  -  FIRST     CLASS II
 NP0366
 NP0366.The horizontal coordinates were scaled from a topographic map and have
 NP0366.an estimated accuracy of +/- 6 seconds.
 NP0366
 NP0366.The orthometric height was determined by differential leveling
 NP0366.and adjusted by the National Geodetic Survey in June 1991..
 NP0366
 NP0366.The geoid height was determined by GEOID03.
 NP0366
 NP0366.The dynamic height is computed by dividing the NAVD 88
 NP0366.geopotential number by the normal gravity value computed on the
 NP0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0366.degrees latitude (g = 980.6199 gals.).
 NP0366
 NP0366.The modeled gravity was interpolated from observed gravity values.
 NP0366
 NP0366;                    North         East    Units  Estimated Accuracy
 NP0366;SPC NE       -   293,470.      228,220.      MT  (+/- 180 meters Scaled)
 NP0366
 NP0366                          SUPERSEDED SURVEY CONTROL
 NP0366
 NP0366  NGVD 29 (??/??/92) 1258.509  (m)         4128.96   (f) ADJ UNCH    1 2
 NP0366
 NP0366.Superseded values are not recommended for survey control.
 NP0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0366.See file dsdata.txt to determine how the superseded data were derived.
 NP0366
 NP0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG394988(NAD 83)
 NP0366_MARKER: R = RIVET
 NP0366_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0366_SP_SET: HEADWALL
 NP0366_MARK LOGO: NONE  
 NP0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0366+STABILITY: SURFACE MOTION
 NP0366
 NP0366  HISTORY     - Date     Condition        Report By
 NP0366  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0366  HISTORY     - 1956     GOOD             NGS
 NP0366  HISTORY     - 1985     GOOD             NGS
 NP0366
 NP0366                          STATION DESCRIPTION
 NP0366
 NP0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0366'1.2 MI S FROM MARSLAND.
 NP0366'1.15 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0366'RAILROAD FROM THE STATION SIGN AT MARSLAND, 6.4 FEET EAST OF THE
 NP0366'EAST RAIL, 1.5 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 NP0366'TOP OF THE EAST END OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE
 NP0366'OVER THE NIOBRARA RIVER, IN SECTION 5, TOWNSHIP 28 NORTH
 NP0366'RANGE 51 WEST.
 NP0366
 NP0366                          STATION RECOVERY (1985)
 NP0366
 NP0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0366'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0366'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 1.61 KM
 NP0366'(1.0 MI) SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0130 ***********************************************************************
 NO0130  DESIGNATION -  4 HT
 NO0130  PID         -  NO0130
 NO0130  STATE/COUNTY-  NE/CHERRY
 NO0130  USGS QUAD   -  VALENTINE SOUTH (1983)
 NO0130
 NO0130                         *CURRENT SURVEY CONTROL
 NO0130  ___________________________________________________________________
 NO0130* NAD 83(1986)-  42 52 19.     (N)    100 36 32.     (W)     SCALED    
 NO0130* NAVD 88     -       801.626  (meters)    2630.00   (feet)  ADJUSTED  
 NO0130  ___________________________________________________________________
 NO0130  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 NO0130  DYNAMIC HT  -         801.308 (meters)    2628.96  (feet)  COMP
 NO0130  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 NO0130
 NO0130  VERT ORDER  -  FIRST     CLASS II
 NO0130
 NO0130.The horizontal coordinates were scaled from a topographic map and have
 NO0130.an estimated accuracy of +/- 6 seconds.
 NO0130
 NO0130.The orthometric height was determined by differential leveling
 NO0130.and adjusted by the National Geodetic Survey in June 1991..
 NO0130
 NO0130.The geoid height was determined by GEOID03.
 NO0130
 NO0130.The dynamic height is computed by dividing the NAVD 88
 NO0130.geopotential number by the normal gravity value computed on the
 NO0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0130.degrees latitude (g = 980.6199 gals.).
 NO0130
 NO0130.The modeled gravity was interpolated from observed gravity values.
 NO0130
 NO0130;                    North         East    Units  Estimated Accuracy
 NO0130;SPC NE       -   337,570.      450,250.      MT  (+/- 180 meters Scaled)
 NO0130
 NO0130                          SUPERSEDED SURVEY CONTROL
 NO0130
 NO0130  NGVD 29 (??/??/92)  801.338  (m)         2629.06   (f) ADJ UNCH    1 2
 NO0130
 NO0130.Superseded values are not recommended for survey control.
 NO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0130.See file dsdata.txt to determine how the superseded data were derived.
 NO0130
 NO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN685478(NAD 83)
 NO0130_MARKER: DD = SURVEY DISK
 NO0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0130_STAMPING: 4 HT 1947
 NO0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0130+STABILITY: SURFACE MOTION
 NO0130
 NO0130  HISTORY     - Date     Condition        Report By
 NO0130  HISTORY     - 1947     MONUMENTED       USGS
 NO0130  HISTORY     - 1957     GOOD             NGS
 NO0130  HISTORY     - 19910802 MARK NOT FOUND   NGS
 NO0130
 NO0130                          STATION DESCRIPTION
 NO0130
 NO0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0130'3 MI W FROM VALENTINE.
 NO0130'ABOUT 3.05 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN
 NO0130'RAILWAY FROM THE STATION AT VALENTINE, IN SECTION 34, T. 34 N.,
 NO0130'R. 28 W. 16 1/2 POLES EAST OF MILE POST 273, 97 FEET SOUTH OF
 NO0130'THE SOUTH RAIL, 35 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 NO0130'20, 6 1/2 FEET NORTHWEST OF A POLE, AT THE WEST END OF A SHALLOW
 NO0130'CUT, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 NO0130'ABOVE THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 NO0130'INCHES.
 NO0130
 NO0130                          STATION RECOVERY (1991)
 NO0130
 NO0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0130'THE MONUMENT WAS FOUND ON ITS SIDE WITH THE TOP BROKEN OFF.  ASSUMED
 NO0130'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0579 ***********************************************************************
 NO0579  DESIGNATION -  4 HT RESET
 NO0579  PID         -  NO0579
 NO0579  STATE/COUNTY-  NE/CHERRY
 NO0579  USGS QUAD   -  VALENTINE SOUTH (1983)
 NO0579
 NO0579                         *CURRENT SURVEY CONTROL
 NO0579  ___________________________________________________________________
 NO0579* NAD 83(1986)-  42 52 19.     (N)    100 36 32.     (W)     SCALED    
 NO0579* NAVD 88     -       801.56   (meters)    2629.8    (feet)  RESET     
 NO0579  ___________________________________________________________________
 NO0579  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 NO0579
 NO0579  VERT ORDER  -  THIRD
 NO0579
 NO0579.The horizontal coordinates were scaled from a topographic map and have
 NO0579.an estimated accuracy of +/- 6 seconds.
 NO0579
 NO0579.The orthometric height was computed from unverified reset data.
 NO0579.No vertical observational check was made to the station.
 NO0579
 NO0579.The geoid height was determined by GEOID03.
 NO0579
 NO0579;                    North         East    Units  Estimated Accuracy
 NO0579;SPC NE       -   337,570.      450,250.      MT  (+/- 180 meters Scaled)
 NO0579
 NO0579                          SUPERSEDED SURVEY CONTROL
 NO0579
 NO0579  NGVD 29 (08/02/06)  801.28   (m)         2628.9    (f) RESET       3  
 NO0579
 NO0579.Superseded values are not recommended for survey control.
 NO0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0579.See file dsdata.txt to determine how the superseded data were derived.
 NO0579
 NO0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN685478(NAD 83)
 NO0579_MARKER: DV = VERTICAL CONTROL DISK
 NO0579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0579_SP_SET: METAL PIPE IN CONCRETE
 NO0579_STAMPING: 4 HT 1947 RESET 1984
 NO0579_MARK LOGO: USGS  
 NO0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0579+STABILITY: SURFACE MOTION
 NO0579
 NO0579  HISTORY     - Date     Condition        Report By
 NO0579  HISTORY     - 1984     MONUMENTED       USGS
 NO0579
 NO0579                          STATION DESCRIPTION
 NO0579
 NO0579'DESCRIBED BY US GEOLOGICAL SURVEY 1984
 NO0579'FROM VALENTINE, APPROXIMATELY 2.8 MILES (4.5 KM) WEST OF ALONG US
 NO0579'HIGHWAY 20, T 34 N, R 29 W, NEAR SOUTH 1/16 CORNER BETWEEN SECTIONS
 NO0579'33 AND 34, 62 FEET (18.9 M) SOUTH AND 3 FEET (0.9 M) WEST OF HIGHWAY
 NO0579'20 AT SECTION LINE FENCE SOUTH, 3 FEET (0.9 M) WEST OF FENCE CORNER,
 NO0579'23 FEET (7.0 M) EAST OF TRAIL, CENTERED IN A 6-INCH DRAIN TILE.
 NO0579'NOTE--DEPTH OF PIPE UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0369 ***********************************************************************
 NP0369  DESIGNATION -  400.99
 NP0369  PID         -  NP0369
 NP0369  STATE/COUNTY-  NE/DAWES
 NP0369  USGS QUAD   -  MARSLAND (1983)
 NP0369
 NP0369                         *CURRENT SURVEY CONTROL
 NP0369  ___________________________________________________________________
 NP0369* NAD 83(1986)-  42 27 05.     (N)    103 17 55.     (W)     SCALED    
 NP0369* NAVD 88     -      1269.623  (meters)    4165.42   (feet)  ADJUSTED  
 NP0369  ___________________________________________________________________
 NP0369  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 NP0369  DYNAMIC HT  -        1268.870 (meters)    4162.95  (feet)  COMP
 NP0369  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 NP0369
 NP0369  VERT ORDER  -  FIRST     CLASS II
 NP0369
 NP0369.The horizontal coordinates were scaled from a topographic map and have
 NP0369.an estimated accuracy of +/- 6 seconds.
 NP0369
 NP0369.The orthometric height was determined by differential leveling
 NP0369.and adjusted by the National Geodetic Survey in June 1991..
 NP0369
 NP0369.The geoid height was determined by GEOID03.
 NP0369
 NP0369.The dynamic height is computed by dividing the NAVD 88
 NP0369.geopotential number by the normal gravity value computed on the
 NP0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0369.degrees latitude (g = 980.6199 gals.).
 NP0369
 NP0369.The modeled gravity was interpolated from observed gravity values.
 NP0369
 NP0369;                    North         East    Units  Estimated Accuracy
 NP0369;SPC NE       -   295,860.      228,770.      MT  (+/- 180 meters Scaled)
 NP0369
 NP0369                          SUPERSEDED SURVEY CONTROL
 NP0369
 NP0369  NGVD 29 (??/??/92) 1268.960  (m)         4163.25   (f) ADJ UNCH    1 2
 NP0369
 NP0369.Superseded values are not recommended for survey control.
 NP0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0369.See file dsdata.txt to determine how the superseded data were derived.
 NP0369
 NP0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH399012(NAD 83)
 NP0369_MARKER: R = RIVET
 NP0369_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0369_SP_SET: HEADWALL
 NP0369_MARK LOGO: NONE  
 NP0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0369+STABILITY: SURFACE MOTION
 NP0369
 NP0369  HISTORY     - Date     Condition        Report By
 NP0369  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0369  HISTORY     - 1956     GOOD             NGS
 NP0369  HISTORY     - 1985     GOOD             NGS
 NP0369
 NP0369                          STATION DESCRIPTION
 NP0369
 NP0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0369'0.4 MI N FROM MARSLAND.
 NP0369'0.4 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0369'RAILROAD FROM THE STATION SIGN AT MARSLAND, 58 FEET SOUTHWEST
 NP0369'OF MILEPOST 401, 47 FEET NORTH OF THE CENTER LINE OF A ROAD,
 NP0369'9.3 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 3 FEET BELOW
 NP0369'THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH END OF THE
 NP0369'WEST HEADWALL OF A LARGE CONCRETE CULVERT, IN THE SOUTHWEST
 NP0369'1/4 OF SECTION 27, TOWNSHIP 29 NORTH, RANGE 51 WEST.
 NP0369
 NP0369                          STATION RECOVERY (1985)
 NP0369
 NP0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0369'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0369'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 0.88 KM
 NP0369'(0.55 MI) NORTH ALONG THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0106 ***********************************************************************
 MN0106  DESIGNATION -  4025
 MN0106  PID         -  MN0106
 MN0106  STATE/COUNTY-  NE/CHEYENNE
 MN0106  USGS QUAD   -  SIDNEY (1972)
 MN0106
 MN0106                         *CURRENT SURVEY CONTROL
 MN0106  ___________________________________________________________________
 MN0106* NAD 83(1986)-  41 09 00.     (N)    102 53 47.     (W)     SCALED    
 MN0106* NAVD 88     -      1226.906  (meters)    4025.27   (feet)  ADJUSTED  
 MN0106  ___________________________________________________________________
 MN0106  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 MN0106  DYNAMIC HT  -        1226.048 (meters)    4022.46  (feet)  COMP
 MN0106  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 MN0106
 MN0106  VERT ORDER  -  SECOND    CLASS 0
 MN0106
 MN0106.The horizontal coordinates were scaled from a topographic map and have
 MN0106.an estimated accuracy of +/- 6 seconds.
 MN0106
 MN0106.The orthometric height was determined by differential leveling
 MN0106.and adjusted by the National Geodetic Survey in June 1991..
 MN0106
 MN0106.The geoid height was determined by GEOID03.
 MN0106
 MN0106.The dynamic height is computed by dividing the NAVD 88
 MN0106.geopotential number by the normal gravity value computed on the
 MN0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0106.degrees latitude (g = 980.6199 gals.).
 MN0106
 MN0106.The modeled gravity was interpolated from observed gravity values.
 MN0106
 MN0106;                    North         East    Units  Estimated Accuracy
 MN0106;SPC NE       -   150,260.      256,990.      MT  (+/- 180 meters Scaled)
 MN0106
 MN0106                          SUPERSEDED SURVEY CONTROL
 MN0106
 MN0106  NGVD 29 (??/??/92) 1226.324  (m)         4023.36   (f) ADJ UNCH    2 0
 MN0106
 MN0106.Superseded values are not recommended for survey control.
 MN0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0106.See file dsdata.txt to determine how the superseded data were derived.
 MN0106
 MN0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF765575(NAD 83)
 MN0106_MARKER: P = PIPE CAP
 MN0106_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0106_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MN0106_STAMPING: 4025
 MN0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0106
 MN0106  HISTORY     - Date     Condition        Report By
 MN0106  HISTORY     - UNK      MONUMENTED       USGS
 MN0106  HISTORY     - 1934     GOOD             NGS
 MN0106  HISTORY     - 1943     MARK NOT FOUND   NGS
 MN0106
 MN0106                          STATION DESCRIPTION
 MN0106
 MN0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0106'4.3 MI E FROM SIDNEY.
 MN0106'4.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0106'AT SIDNEY, CHEYENNE COUNTY, AND NEAR THE SOUTHWEST CORNER OF
 MN0106'SECTION 25, T. 14 N., R. 49 W.  A UNITED STATES GEOLOGICAL
 MN0106'SURVEY STANDARD CAP, STAMPED 4025 AND RIVETED ON THE TOP OF A
 MN0106'3-1/2-INCH IRON PIPE.
 MN0106
 MN0106                          STATION RECOVERY (1943)
 MN0106
 MN0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 MN0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0285 ***********************************************************************
 NP0285  DESIGNATION -  407.09
 NP0285  PID         -  NP0285
 NP0285  STATE/COUNTY-  NE/DAWES
 NP0285  USGS QUAD   -  BELMONT (1980)
 NP0285
 NP0285                         *CURRENT SURVEY CONTROL
 NP0285  ___________________________________________________________________
 NP0285* NAD 83(1986)-  42 31 16.     (N)    103 19 42.     (W)     SCALED    
 NP0285* NAVD 88     -      1331.891  (meters)    4369.71   (feet)  ADJUSTED  
 NP0285  ___________________________________________________________________
 NP0285  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 NP0285  DYNAMIC HT  -        1331.095 (meters)    4367.10  (feet)  COMP
 NP0285  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 NP0285
 NP0285  VERT ORDER  -  FIRST     CLASS II
 NP0285
 NP0285.The horizontal coordinates were scaled from a topographic map and have
 NP0285.an estimated accuracy of +/- 6 seconds.
 NP0285
 NP0285.The orthometric height was determined by differential leveling
 NP0285.and adjusted by the National Geodetic Survey in June 1991..
 NP0285.WARNING-Repeat measurements at this control monument indicate possible
 NP0285.vertical movement.
 NP0285
 NP0285.The geoid height was determined by GEOID03.
 NP0285
 NP0285.The dynamic height is computed by dividing the NAVD 88
 NP0285.geopotential number by the normal gravity value computed on the
 NP0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0285.degrees latitude (g = 980.6199 gals.).
 NP0285
 NP0285.The modeled gravity was interpolated from observed gravity values.
 NP0285
 NP0285;                    North         East    Units  Estimated Accuracy
 NP0285;SPC NE       -   303,690.      226,620.      MT  (+/- 180 meters Scaled)
 NP0285
 NP0285                          SUPERSEDED SURVEY CONTROL
 NP0285
 NP0285  NGVD 29 (??/??/92) 1331.217  (m)         4367.50   (f) ADJ UNCH    1 2
 NP0285
 NP0285.Superseded values are not recommended for survey control.
 NP0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0285.See file dsdata.txt to determine how the superseded data were derived.
 NP0285
 NP0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH373089(NAD 83)
 NP0285_MARKER: R = RIVET
 NP0285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0285_SP_SET: HEADWALL
 NP0285_MARK LOGO: NONE  
 NP0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0285+STABILITY: SURFACE MOTION
 NP0285
 NP0285  HISTORY     - Date     Condition        Report By
 NP0285  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0285  HISTORY     - 1956     GOOD             NGS
 NP0285  HISTORY     - 1985     GOOD             NGS
 NP0285
 NP0285                          STATION DESCRIPTION
 NP0285
 NP0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0285'6.5 MI NW FROM MARSLAND.
 NP0285'6.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0285'RAILROAD FROM THE STATION SIGN AT MARSLAND, 4 POLES WEST OF
 NP0285'MILEPOST 407, 5.9 FEET NORTH OF THE NORTH RAIL, 1.5 FEET BELOW THE
 NP0285'TOP OF THE RAILS, SET IN THE TOP OF THE EAST END OF THE NORTH
 NP0285'HEADWALL OF A CONCRETE CULVERT, IN THE SOUTHWEST 1/4 OF SECTION
 NP0285'32, TOWNSHIP 30 NORTH, RANGE 51 WEST.
 NP0285
 NP0285                          STATION RECOVERY (1985)
 NP0285
 NP0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0285'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0285'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 10.54
 NP0285'KM (6.65 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0287 ***********************************************************************
 NP0287  DESIGNATION -  408.08
 NP0287  PID         -  NP0287
 NP0287  STATE/COUNTY-  NE/DAWES
 NP0287  USGS QUAD   -  BELMONT (1980)
 NP0287
 NP0287                         *CURRENT SURVEY CONTROL
 NP0287  ___________________________________________________________________
 NP0287* NAD 83(1986)-  42 31 43.     (N)    103 20 43.     (W)     SCALED    
 NP0287* NAVD 88     -      1344.541  (meters)    4411.21   (feet)  ADJUSTED  
 NP0287  ___________________________________________________________________
 NP0287  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 NP0287  DYNAMIC HT  -        1343.732 (meters)    4408.56  (feet)  COMP
 NP0287  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 NP0287
 NP0287  VERT ORDER  -  FIRST     CLASS II
 NP0287
 NP0287.The horizontal coordinates were scaled from a topographic map and have
 NP0287.an estimated accuracy of +/- 6 seconds.
 NP0287
 NP0287.The orthometric height was determined by differential leveling
 NP0287.and adjusted by the National Geodetic Survey in June 1991..
 NP0287
 NP0287.The geoid height was determined by GEOID03.
 NP0287
 NP0287.The dynamic height is computed by dividing the NAVD 88
 NP0287.geopotential number by the normal gravity value computed on the
 NP0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0287.degrees latitude (g = 980.6199 gals.).
 NP0287
 NP0287.The modeled gravity was interpolated from observed gravity values.
 NP0287
 NP0287;                    North         East    Units  Estimated Accuracy
 NP0287;SPC NE       -   304,580.      225,270.      MT  (+/- 180 meters Scaled)
 NP0287
 NP0287                          SUPERSEDED SURVEY CONTROL
 NP0287
 NP0287  NGVD 29 (??/??/92) 1343.852  (m)         4408.95   (f) ADJ UNCH    1 2
 NP0287
 NP0287.Superseded values are not recommended for survey control.
 NP0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0287.See file dsdata.txt to determine how the superseded data were derived.
 NP0287
 NP0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH359097(NAD 83)
 NP0287_MARKER: R = RIVET
 NP0287_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0287_SP_SET: HEADWALL
 NP0287_MARK LOGO: NONE  
 NP0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0287+STABILITY: SURFACE MOTION
 NP0287
 NP0287  HISTORY     - Date     Condition        Report By
 NP0287  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0287  HISTORY     - 1956     GOOD             NGS
 NP0287  HISTORY     - 1985     GOOD             NGS
 NP0287
 NP0287                          STATION DESCRIPTION
 NP0287
 NP0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0287'7.5 MI NW FROM MARSLAND.
 NP0287'7.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0287'RAILROAD FROM THE STATION SIGN AT MARSLAND, 4 POLES NORTHWEST
 NP0287'OF MILEPOST 408, 5.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.5
 NP0287'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHWEST
 NP0287'END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT, IN THE
 NP0287'SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 30 NORTH, RANGE 51 WEST.
 NP0287
 NP0287                          STATION RECOVERY (1985)
 NP0287
 NP0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0287'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0287'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 11.75
 NP0287'KM (7.30 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0125 ***********************************************************************
 MN0125  DESIGNATION -  4093
 MN0125  PID         -  MN0125
 MN0125  STATE/COUNTY-  NE/MORRILL
 MN0125  USGS QUAD   -  COWBOY HILL (1986)
 MN0125
 MN0125                         *CURRENT SURVEY CONTROL
 MN0125  ___________________________________________________________________
 MN0125* NAD 83(1986)-  41 58 23.     (N)    102 58 20.     (W)     SCALED    
 MN0125* NAVD 88     -      1247.462  (meters)    4092.71   (feet)  ADJUSTED  
 MN0125  ___________________________________________________________________
 MN0125  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 MN0125  DYNAMIC HT  -        1246.700 (meters)    4090.21  (feet)  COMP
 MN0125  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 MN0125
 MN0125  VERT ORDER  -  FIRST     CLASS II
 MN0125
 MN0125.The horizontal coordinates were scaled from a topographic map and have
 MN0125.an estimated accuracy of +/- 6 seconds.
 MN0125
 MN0125.The orthometric height was determined by differential leveling
 MN0125.and adjusted by the National Geodetic Survey in June 1991..
 MN0125
 MN0125.The geoid height was determined by GEOID03.
 MN0125
 MN0125.The dynamic height is computed by dividing the NAVD 88
 MN0125.geopotential number by the normal gravity value computed on the
 MN0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0125.degrees latitude (g = 980.6199 gals.).
 MN0125
 MN0125.The modeled gravity was interpolated from observed gravity values.
 MN0125
 MN0125;                    North         East    Units  Estimated Accuracy
 MN0125;SPC NE       -   241,800.      253,770.      MT  (+/- 180 meters Scaled)
 MN0125
 MN0125                          SUPERSEDED SURVEY CONTROL
 MN0125
 MN0125  NGVD 29 (??/??/92) 1246.860  (m)         4090.74   (f) ADJ UNCH    1 2
 MN0125
 MN0125.Superseded values are not recommended for survey control.
 MN0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0125.See file dsdata.txt to determine how the superseded data were derived.
 MN0125
 MN0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG680487(NAD 83)
 MN0125_MARKER: P = PIPE CAP
 MN0125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0125_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MN0125_STAMPING: 4093
 MN0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0125
 MN0125  HISTORY     - Date     Condition        Report By
 MN0125  HISTORY     - 1956     MONUMENTED       USGS
 MN0125  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0125
 MN0125                          STATION DESCRIPTION
 MN0125
 MN0125'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 MN0125'10.2 MI SW FROM ALLIANCE.
 MN0125'10.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0125'RAILROAD FROM THE STATION AT ALLIANCE, 8 1/2 POLES SOUTH OF
 MN0125'MILEPOST 10, 298 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 206.5
 MN0125'FEET SOUTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST,
 MN0125'BETWEEN TWO SMALL HILLS, RIVETED ON THE TOP OF A 3 1/2 INCH
 MN0125'IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, IN THE
 MN0125'NORTHWEST 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 49 WEST.
 MN0125'PART OF THE CENTER OF THE CAP HAS BEEN BROKEN OUT.
 MN0125
 MN0125                          STATION RECOVERY (1985)
 MN0125
 MN0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0125'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0293 ***********************************************************************
 NP0293  DESIGNATION -  410.98
 NP0293  PID         -  NP0293
 NP0293  STATE/COUNTY-  NE/DAWES
 NP0293  USGS QUAD   -  BELMONT (1980)
 NP0293
 NP0293                         *CURRENT SURVEY CONTROL
 NP0293  ___________________________________________________________________
 NP0293* NAD 83(1986)-  42 33 23.     (N)    103 21 20.     (W)     SCALED    
 NP0293* NAVD 88     -      1366.602  (meters)    4483.59   (feet)  POSTED    
 NP0293  ___________________________________________________________________
 NP0293  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 NP0293  DYNAMIC HT  -        1365.790 (meters)    4480.93  (feet)  COMP
 NP0293  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 NP0293
 NP0293  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 NP0293
 NP0293.The horizontal coordinates were scaled from a topographic map and have
 NP0293.an estimated accuracy of +/- 6 seconds.
 NP0293
 NP0293.The orthometric height was determined by differential leveling
 NP0293.and adjusted by the National Geodetic Survey in 1992..
 NP0293.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 NP0293.rate of 2.1 thru 3.0 mm/km.
 NP0293
 NP0293.The geoid height was determined by GEOID03.
 NP0293
 NP0293.The dynamic height is computed by dividing the NAVD 88
 NP0293.geopotential number by the normal gravity value computed on the
 NP0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0293.degrees latitude (g = 980.6199 gals.).
 NP0293
 NP0293.The modeled gravity was interpolated from observed gravity values.
 NP0293
 NP0293;                    North         East    Units  Estimated Accuracy
 NP0293;SPC NE       -   307,690.      224,540.      MT  (+/- 180 meters Scaled)
 NP0293
 NP0293                          SUPERSEDED SURVEY CONTROL
 NP0293
 NP0293  NGVD 29 (??/??/92) 1365.92   (m)         4481.4    (f) COMPUTED    1 2
 NP0293
 NP0293.Superseded values are not recommended for survey control.
 NP0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0293.See file dsdata.txt to determine how the superseded data were derived.
 NP0293
 NP0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH349128(NAD 83)
 NP0293_MARKER: R = RIVET
 NP0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0293_SP_SET: CONCRETE BASE
 NP0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0293
 NP0293  HISTORY     - Date     Condition        Report By
 NP0293  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0293  HISTORY     - 1956     MARK NOT FOUND   NGS
 NP0293  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0293
 NP0293                          STATION DESCRIPTION
 NP0293
 NP0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0293'12 MI S FROM CRAWFORD.
 NP0293'12 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0293'FROM THE STATION AT CRAWFORD, DAWES COUNTY, 0.7 MILES NORTH OF
 NP0293'BELMONT, AT TUNNEL 410.98, AND IN THE TOP OF THE SOUTHWEST BASE
 NP0293'OF THE WEST PORTAL.  A STANDARD MONEL-METAL RIVET.
 NP0293
 NP0293                          STATION RECOVERY (1985)
 NP0293
 NP0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0293'NOT RECOVERED.  AREA DESCRIBED HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4406 ***********************************************************************
 AJ4406  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4406  CBN         -  This is a Cooperative Base Network Control Station.
 AJ4406  DESIGNATION -  411 100
 AJ4406  PID         -  AJ4406
 AJ4406  STATE/COUNTY-  NE/LANCASTER
 AJ4406  USGS QUAD   -  WAVERLY (1972)
 AJ4406
 AJ4406                         *CURRENT SURVEY CONTROL
 AJ4406  ___________________________________________________________________
 AJ4406* NAD 83(1995)-  40 53 46.04708(N)    096 32 23.50591(W)     ADJUSTED  
 AJ4406* NAVD 88     -       360.82   (meters)    1183.8    (feet)  GPS OBS   
 AJ4406  ___________________________________________________________________
 AJ4406  X           -    -549,928.461 (meters)                     COMP
 AJ4406  Y           -  -4,796,985.237 (meters)                     COMP
 AJ4406  Z           -   4,153,929.476 (meters)                     COMP
 AJ4406  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AJ4406  ELLIP HEIGHT-         334.88  (meters)          (03/30/05) GPS OBS
 AJ4406  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AJ4406
 AJ4406  HORZ ORDER  -  A
 AJ4406  ELLP ORDER  -  THIRD     CLASS I
 AJ4406
 AJ4406.The horizontal coordinates were established by GPS observations
 AJ4406.and adjusted by the National Geodetic Survey in July 2001..
 AJ4406
 AJ4406.The orthometric height was determined by GPS observations and a
 AJ4406.high-resolution geoid model using precise GPS observation and
 AJ4406.processing techniques.
 AJ4406
 AJ4406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4406
 AJ4406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4406
 AJ4406.The ellipsoidal height was determined by GPS observations
 AJ4406.and is referenced to NAD 83.
 AJ4406
 AJ4406.The geoid height was determined by GEOID03.
 AJ4406
 AJ4406;                    North         East     Units Scale Factor Converg.
 AJ4406;SPC NE       -   123,830.705   791,414.896   MT  0.99971482   +2 17 34.9
 AJ4406;UTM  14      - 4,530,139.696   707,235.011   MT  1.00012862   +1 36 40.3
 AJ4406
 AJ4406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4406!SPC NE       -   0.99994747  x   0.99971482  =   0.99966231
 AJ4406!UTM  14      -   0.99994747  x   1.00012862  =   1.00007609
 AJ4406
 AJ4406                          SUPERSEDED SURVEY CONTROL
 AJ4406
 AJ4406  ELLIP H (07/10/01)  334.92   (m)                       GP(       ) 4 1
 AJ4406
 AJ4406.Superseded values are not recommended for survey control.
 AJ4406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4406.See file dsdata.txt to determine how the superseded data were derived.
 AJ4406
 AJ4406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0723530140(NAD 83)
 AJ4406_MARKER: DD = SURVEY DISK
 AJ4406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4406_STAMPING: CP 411-100 NDOR 1997
 AJ4406_MARK LOGO: NEDR  
 AJ4406_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4406+STABILITY: SURFACE MOTION
 AJ4406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4406+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ4406
 AJ4406  HISTORY     - Date     Condition        Report By
 AJ4406  HISTORY     - 1997     MONUMENTED       NEDR
 AJ4406  HISTORY     - 2002     GOOD             NEDR
 AJ4406
 AJ4406                          STATION DESCRIPTION
 AJ4406
 AJ4406'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997 (JAO)
 AJ4406'THE STATION IS LOCATED EAST OF LINCOLN ON THE LANCASTER COUNTY RIGHT
 AJ4406'OF WAY ON COUNTY ROAD 134TH STREET.  OWNERSHIP IS LANCASTER COUNTY. TO
 AJ4406'REACH THE STATION FROM THE JUNCTION OF US INTERSTATE HIGHWAY 80 AND
 AJ4406'134TH STREET EAST OF LINCOLN, GO SOUTH ON 134TH STREET FOR 0.30 MI
 AJ4406'(0.48 KM) TO THE STATION ON THE LEFT, 26.01 M (85.33 FT) NORTHWEST OF
 AJ4406'THE CORNER OF A QUONSET BUILDING, 24.63 M (80.81 FT) SOUTH OF THE
 AJ4406'CENTER OF A FIELD ENTRANCE ROAD, 14.0 M (45.9 FT) EAST OF THE CENTER
 AJ4406'OF 134TH STREET, 1.72 M (5.64 FT) NORTH OF A POWER POLE, 1.30 M (4.27
 AJ4406'FT) WEST OF A WITNESS POST.
 AJ4406
 AJ4406                          STATION RECOVERY (2002)
 AJ4406
 AJ4406'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 AJ4406'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0303 ***********************************************************************
 NP0303  DESIGNATION -  417.49
 NP0303  PID         -  NP0303
 NP0303  STATE/COUNTY-  NE/DAWES
 NP0303  USGS QUAD   -  CROW BUTTE (1980)
 NP0303
 NP0303                         *CURRENT SURVEY CONTROL
 NP0303  ___________________________________________________________________
 NP0303* NAD 83(1986)-  42 37 37.     (N)    103 20 52.     (W)     SCALED    
 NP0303* NAVD 88     -      1221.578  (meters)    4007.79   (feet)  ADJUSTED  
 NP0303  ___________________________________________________________________
 NP0303  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 NP0303  DYNAMIC HT  -        1220.893 (meters)    4005.55  (feet)  COMP
 NP0303  MODELED GRAV-     980,018.0   (mgal)                       NAVD 88
 NP0303
 NP0303  VERT ORDER  -  FIRST     CLASS II
 NP0303
 NP0303.The horizontal coordinates were scaled from a topographic map and have
 NP0303.an estimated accuracy of +/- 6 seconds.
 NP0303
 NP0303.The orthometric height was determined by differential leveling
 NP0303.and adjusted by the National Geodetic Survey in June 1991..
 NP0303
 NP0303.The geoid height was determined by GEOID03.
 NP0303
 NP0303.The dynamic height is computed by dividing the NAVD 88
 NP0303.geopotential number by the normal gravity value computed on the
 NP0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0303.degrees latitude (g = 980.6199 gals.).
 NP0303
 NP0303.The modeled gravity was interpolated from observed gravity values.
 NP0303
 NP0303;                    North         East    Units  Estimated Accuracy
 NP0303;SPC NE       -   315,500.      225,480.      MT  (+/- 180 meters Scaled)
 NP0303
 NP0303                          SUPERSEDED SURVEY CONTROL
 NP0303
 NP0303  NGVD 29 (??/??/92) 1220.971  (m)         4005.80   (f) ADJ UNCH    1 2
 NP0303
 NP0303.Superseded values are not recommended for survey control.
 NP0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0303.See file dsdata.txt to determine how the superseded data were derived.
 NP0303
 NP0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH354207(NAD 83)
 NP0303_MARKER: R = RIVET
 NP0303_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0303_SP_SET: HEADWALL
 NP0303_MARK LOGO: NONE  
 NP0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0303+STABILITY: SURFACE MOTION
 NP0303
 NP0303  HISTORY     - Date     Condition        Report By
 NP0303  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0303  HISTORY     - 1956     GOOD             NGS
 NP0303  HISTORY     - 1985     GOOD             NGS
 NP0303
 NP0303                          STATION DESCRIPTION
 NP0303
 NP0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0303'5.4 MI SE FROM CRAWFORD.
 NP0303'5.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0303'RAILROAD FROM THE STATION AT CRAWFORD, 19 POLES EAST OF MILEPOST
 NP0303'418, 7.5 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE
 NP0303'WEST END OF THE NORTH HEADWALL OF A CULVERT, IN THE SOUTHEAST 1/4
 NP0303'OF SECTION 30, TOWNSHIP 31 NORTH, RANGE 51 WEST.
 NP0303
 NP0303                          STATION RECOVERY (1985)
 NP0303
 NP0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0303'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0303'BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0306 ***********************************************************************
 NP0306  DESIGNATION -  419.71
 NP0306  PID         -  NP0306
 NP0306  STATE/COUNTY-  NE/DAWES
 NP0306  USGS QUAD   -  CROW BUTTE (1980)
 NP0306
 NP0306                         *CURRENT SURVEY CONTROL
 NP0306  ___________________________________________________________________
 NP0306* NAD 83(1986)-  42 39 09.     (N)    103 22 20.     (W)     SCALED    
 NP0306* NAVD 88     -      1168.272  (meters)    3832.91   (feet)  ADJUSTED  
 NP0306  ___________________________________________________________________
 NP0306  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 NP0306  DYNAMIC HT  -        1167.633 (meters)    3830.81  (feet)  COMP
 NP0306  MODELED GRAV-     980,034.5   (mgal)                       NAVD 88
 NP0306
 NP0306  VERT ORDER  -  FIRST     CLASS II
 NP0306
 NP0306.The horizontal coordinates were scaled from a topographic map and have
 NP0306.an estimated accuracy of +/- 6 seconds.
 NP0306
 NP0306.The orthometric height was determined by differential leveling
 NP0306.and adjusted by the National Geodetic Survey in June 1991..
 NP0306.WARNING-Repeat measurements at this control monument indicate possible
 NP0306.vertical movement.
 NP0306
 NP0306.The geoid height was determined by GEOID03.
 NP0306
 NP0306.The dynamic height is computed by dividing the NAVD 88
 NP0306.geopotential number by the normal gravity value computed on the
 NP0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0306.degrees latitude (g = 980.6199 gals.).
 NP0306
 NP0306.The modeled gravity was interpolated from observed gravity values.
 NP0306
 NP0306;                    North         East    Units  Estimated Accuracy
 NP0306;SPC NE       -   318,410.      223,590.      MT  (+/- 180 meters Scaled)
 NP0306
 NP0306                          SUPERSEDED SURVEY CONTROL
 NP0306
 NP0306  NGVD 29 (??/??/92) 1167.672  (m)         3830.94   (f) ADJ UNCH    1 2
 NP0306
 NP0306.Superseded values are not recommended for survey control.
 NP0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0306.See file dsdata.txt to determine how the superseded data were derived.
 NP0306
 NP0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH334235(NAD 83)
 NP0306_MARKER: R = RIVET
 NP0306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0306_SP_SET: HEADWALL
 NP0306_MARK LOGO: NONE  
 NP0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0306+STABILITY: SURFACE MOTION
 NP0306
 NP0306  HISTORY     - Date     Condition        Report By
 NP0306  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0306  HISTORY     - 1956     GOOD             NGS
 NP0306  HISTORY     - 1985     GOOD             NGS
 NP0306
 NP0306                          STATION DESCRIPTION
 NP0306
 NP0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0306'3.2 MI SE FROM CRAWFORD.
 NP0306'3.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0306'RAILROAD FROM THE STATION AT CRAWFORD, 7.6 FEET NORTHEAST OF THE
 NP0306'NORTHEAST RAIL, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE
 NP0306'TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A CULVERT,
 NP0306'IN SECTION 13, TOWNSHIP 31 NORTH, RANGE 52 WEST.
 NP0306
 NP0306                          STATION RECOVERY (1985)
 NP0306
 NP0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0306'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0306'BURLINGTON NORTHERN RAILROAD AND ADD--2.44 METERS (8 FT) NORTHWEST OF
 NP0306'MILEPOLE 419.71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0309 ***********************************************************************
 NP0309  DESIGNATION -  421.28
 NP0309  PID         -  NP0309
 NP0309  STATE/COUNTY-  NE/DAWES
 NP0309  USGS QUAD   -  CRAWFORD (1980)
 NP0309
 NP0309                         *CURRENT SURVEY CONTROL
 NP0309  ___________________________________________________________________
 NP0309* NAD 83(1986)-  42 40 11.     (N)    103 23 27.     (W)     SCALED    
 NP0309* NAVD 88     -      1142.316  (meters)    3747.75   (feet)  ADJUSTED  
 NP0309  ___________________________________________________________________
 NP0309  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 NP0309  DYNAMIC HT  -        1141.699 (meters)    3745.72  (feet)  COMP
 NP0309  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 NP0309
 NP0309  VERT ORDER  -  FIRST     CLASS II
 NP0309
 NP0309.The horizontal coordinates were scaled from a topographic map and have
 NP0309.an estimated accuracy of +/- 6 seconds.
 NP0309
 NP0309.The orthometric height was determined by differential leveling
 NP0309.and adjusted by the National Geodetic Survey in June 1991..
 NP0309
 NP0309.The geoid height was determined by GEOID03.
 NP0309
 NP0309.The dynamic height is computed by dividing the NAVD 88
 NP0309.geopotential number by the normal gravity value computed on the
 NP0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0309.degrees latitude (g = 980.6199 gals.).
 NP0309
 NP0309.The modeled gravity was interpolated from observed gravity values.
 NP0309
 NP0309;                    North         East    Units  Estimated Accuracy
 NP0309;SPC NE       -   320,380.      222,140.      MT  (+/- 180 meters Scaled)
 NP0309
 NP0309                          SUPERSEDED SURVEY CONTROL
 NP0309
 NP0309  NGVD 29 (??/??/92) 1141.736  (m)         3745.85   (f) ADJ UNCH    1 2
 NP0309
 NP0309.Superseded values are not recommended for survey control.
 NP0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0309.See file dsdata.txt to determine how the superseded data were derived.
 NP0309
 NP0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH318253(NAD 83)
 NP0309_MARKER: R = RIVET
 NP0309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0309_SP_SET: ABUTMENT
 NP0309_MARK LOGO: NONE  
 NP0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0309+STABILITY: SURFACE MOTION
 NP0309
 NP0309  HISTORY     - Date     Condition        Report By
 NP0309  HISTORY     - UNK      MONUMENTED       CBQRR
 NP0309  HISTORY     - 1956     GOOD             NGS
 NP0309  HISTORY     - 1985     GOOD             NGS
 NP0309
 NP0309                          STATION DESCRIPTION
 NP0309
 NP0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0309'1.6 MI SE FROM CRAWFORD.
 NP0309'1.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0309'RAILROAD FROM THE STATION AT CRAWFORD, 11.5 FEET SOUTHWEST OF THE
 NP0309'SOUTHWEST RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 NP0309'OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF BRIDGE 421.28,
 NP0309'IN SECTION 11, TOWNSHIP 31 NORTH, RANGE 52 WEST.
 NP0309
 NP0309                          STATION RECOVERY (1985)
 NP0309
 NP0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0309'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0309'BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3081 ***********************************************************************
 AE3081  DESIGNATION -  425 BB
 AE3081  PID         -  AE3081
 AE3081  STATE/COUNTY-  NE/DODGE
 AE3081  USGS QUAD   -  FREMONT WEST (1983)
 AE3081
 AE3081                         *CURRENT SURVEY CONTROL
 AE3081  ___________________________________________________________________
 AE3081* NAD 83(1995)-  41 27 08.20940(N)    096 31 21.44193(W)     ADJUSTED  
 AE3081* NAVD 88     -       366.1    (meters)    1201.     (feet)  GPS OBS   
 AE3081  ___________________________________________________________________
 AE3081  X           -    -543,866.040 (meters)                     COMP
 AE3081  Y           -  -4,756,751.800 (meters)                     COMP
 AE3081  Z           -   4,200,425.970 (meters)                     COMP
 AE3081  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 AE3081  ELLIP HEIGHT-         339.21  (meters)          (12/12/01) GPS OBS
 AE3081  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AE3081
 AE3081  HORZ ORDER  -  THIRD
 AE3081  ELLP ORDER  -  FOURTH    CLASS I
 AE3081
 AE3081.The horizontal coordinates were established by GPS observations
 AE3081.and adjusted by the National Geodetic Survey in September 1997..
 AE3081
 AE3081.The orthometric height was determined by GPS observations and a
 AE3081.high-resolution geoid model.
 AE3081
 AE3081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3081
 AE3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3081
 AE3081.The ellipsoidal height was determined by GPS observations
 AE3081.and is referenced to NAD 83.
 AE3081
 AE3081.The geoid height was determined by GEOID03.
 AE3081
 AE3081;                    North         East     Units Scale Factor Converg.
 AE3081;SPC NE       -   185,584.399   790,383.337   MT  0.99965903   +2 18 16.0
 AE3081;UTM  14      - 4,591,928.965   706,928.565   MT  1.00012698   +1 38 26.1
 AE3081
 AE3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3081!SPC NE       -   0.99994680  x   0.99965903  =   0.99960585
 AE3081!UTM  14      -   0.99994680  x   1.00012698  =   1.00007377
 AE3081
 AE3081                          SUPERSEDED SURVEY CONTROL
 AE3081
 AE3081  ELLIP H (09/23/97)  339.24   (m)                       GP(       ) 4 1
 AE3081
 AE3081.Superseded values are not recommended for survey control.
 AE3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3081.See file dsdata.txt to determine how the superseded data were derived.
 AE3081
 AE3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0692991929(NAD 83)
 AE3081_MARKER: DD = SURVEY DISK
 AE3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3081_STAMPING: NDOR 1994 BM 425-BB
 AE3081_MARK LOGO: NEDR  
 AE3081_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3081+STABILITY: SURFACE MOTION
 AE3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3081+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1997
 AE3081
 AE3081  HISTORY     - Date     Condition        Report By
 AE3081  HISTORY     - 1994     MONUMENTED       NEDR
 AE3081  HISTORY     - 19970827 GOOD             NGS
 AE3081
 AE3081                          STATION DESCRIPTION
 AE3081
 AE3081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE3081'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 27AUG1997 (WCW) . THE
 AE3081'STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHWEST OF FREMONT, AT THE
 AE3081'NORTH SIDE OF THE FREMONT MUNICIPAL AIRPORT, BETWEEN THE TAXIWAY
 AE3081'LEADING TO APPROACH 13 AND THE PERIMETER FENCE. OWNERSHIP--CITY OF
 AE3081'FREMONT, 725 NORTH PARK AVENUE, FREMONT NE 68025. AIRPORT MANAGER IS
 AE3081'TOM ANDERSON PHONE (402) 727-2691. TO REACH THE STATION FROM THE
 AE3081'JUNCTION OF US HIGHWAY 30 AND US HIGHWAY 77 AT US HIGHWAY 275 WEST ON
 AE3081'THE NORTH SIDE OF FREMONT, GO SOUTH ON US HIGHWAY 77 (BROAD STREET)
 AE3081'FOR 3.2 KM (2.00 MI) TO AN INTERSECTION.  TURN RIGHT AND GO WEST ON
 AE3081'23RD STREET (FORMER US HIGHWAY 30) FOR A TOTAL OF 2.2 KM (1.35 MI)
 AE3081'PASSING A RAILROAD CROSSING AND AIRPORT ROAD ON LEFT AT 1.1 KM (0.70
 AE3081'MI) TO THE STATION ON LEFT. THE MARK IS A CENTER PUNCH SET INTO A
 AE3081'PLAIN 3 IN DIA BRASS DISK IN A 30 CM (12 IN) CONCRETE POST.  THE
 AE3081'STATION IS LOCATED 0.4 KM (0.25 MI) NORTHWEST ALONG A TAXIWAY FROM AN
 AE3081'EAST-WEST TAXIWAY, 27.5 M (90.2 FT) SOUTHWEST FROM 23RD STREET CENTER
 AE3081'(TWO LANE WITH SHOULDERS CONCRETE PAVEMENT) , 26.2 M (86.0 FT)
 AE3081'NORTHEAST FROM THE CONCRETE TAXIWAY CENTER, 20.7 M (67.9 FT) NORTHWEST
 AE3081'FROM AN 8 IN WOOD POST AT A PERIMETER FENCE ANGLE POINT, ABOUT 5.2 M
 AE3081'(17.1 FT) SOUTHWEST FROM THE SOUTHWEST TOE OF THE HIGHWAY DITCH, 2.2 M
 AE3081'(7.2 FT) SOUTHWEST FROM A FIBERGLASS NGS WITNESS POST SET IN A 4
 AE3081'STRAND WIRE FENCE, 0.4 M (1.3 FT) NORTHWEST FROM AN IRON FENCE POST
 AE3081'AND 0.4 M (1.3 FT) SOUTHEAST FROM AN IRON FENCE POST.  THE MARK IS
 AE3081'FLUSH WITH THE GROUND, ABOUT 1.0 M (3.3 FT) HIGHER THAN THE HIGHWAY
 AE3081'DITCH AND ABOUT 0.3 M (1.0 FT) LOWER THAN THE TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0081 ***********************************************************************
 MN0081  DESIGNATION -  4284
 MN0081  PID         -  MN0081
 MN0081  STATE/COUNTY-  NE/CHEYENNE
 MN0081  USGS QUAD   -  SIDNEY MUNI AIRPORT (1972)
 MN0081
 MN0081                         *CURRENT SURVEY CONTROL
 MN0081  ___________________________________________________________________
 MN0081* NAD 83(1986)-  41 06 19.     (N)    102 58 24.     (W)     SCALED    
 MN0081* NAVD 88     -      1305.880  (meters)    4284.37   (feet)  ADJUSTED  
 MN0081  ___________________________________________________________________
 MN0081  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 MN0081  DYNAMIC HT  -        1304.953 (meters)    4281.33  (feet)  COMP
 MN0081  MODELED GRAV-     979,868.8   (mgal)                       NAVD 88
 MN0081
 MN0081  VERT ORDER  -  FIRST     CLASS II
 MN0081
 MN0081.The horizontal coordinates were scaled from a topographic map and have
 MN0081.an estimated accuracy of +/- 6 seconds.
 MN0081
 MN0081.The orthometric height was determined by differential leveling
 MN0081.and adjusted by the National Geodetic Survey in June 1991..
 MN0081
 MN0081.The geoid height was determined by GEOID03.
 MN0081
 MN0081.The dynamic height is computed by dividing the NAVD 88
 MN0081.geopotential number by the normal gravity value computed on the
 MN0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0081.degrees latitude (g = 980.6199 gals.).
 MN0081
 MN0081.The modeled gravity was interpolated from observed gravity values.
 MN0081
 MN0081;                    North         East    Units  Estimated Accuracy
 MN0081;SPC NE       -   145,510.      250,370.      MT  (+/- 180 meters Scaled)
 MN0081
 MN0081                          SUPERSEDED SURVEY CONTROL
 MN0081
 MN0081  NGVD 29 (??/??/92) 1305.281  (m)         4282.41   (f) ADJ UNCH    1 2
 MN0081
 MN0081.Superseded values are not recommended for survey control.
 MN0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0081.See file dsdata.txt to determine how the superseded data were derived.
 MN0081
 MN0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF701524(NAD 83)
 MN0081_MARKER: P = PIPE CAP
 MN0081_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MN0081_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MN0081_STAMPING: 4282.40
 MN0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0081
 MN0081  HISTORY     - Date     Condition        Report By
 MN0081  HISTORY     - UNK      MONUMENTED       USGS
 MN0081  HISTORY     - 1941     MARK NOT FOUND   NGS
 MN0081
 MN0081                          STATION DESCRIPTION
 MN0081
 MN0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MN0081'2.5 MI S FROM SIDNEY.
 MN0081'2-1/2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM SIDNEY, CHEYENNE
 MN0081'COUNTY, AT THE SOUTHEAST CORNER OF SECTION 7, T 13 N, R 49 W,
 MN0081'AT THE NORTHWEST CORNER OF A SMALL CEMETERY WHICH IS ACROSS THE
 MN0081'ROAD (SOUTH) FROM GRAND PRAIRIE CEMETERY, 36 FEET SOUTH OF A
 MN0081'COUNTY ROAD, AND 33 FEET EAST OF CENTERLINE OF THE HIGHWAY.
 MN0081'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4282.409
 MN0081'AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0961 ***********************************************************************
 ML0961  DESIGNATION -  43 HK
 ML0961  PID         -  ML0961
 ML0961  STATE/COUNTY-  NE/BLAINE
 ML0961  USGS QUAD   -  MILBURN (1978)
 ML0961
 ML0961                         *CURRENT SURVEY CONTROL
 ML0961  ___________________________________________________________________
 ML0961* NAD 83(1986)-  41 44 46.     (N)    099 43 37.     (W)     SCALED    
 ML0961* NAVD 88     -       791.609  (meters)    2597.14   (feet)  ADJUSTED  
 ML0961  ___________________________________________________________________
 ML0961  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 ML0961  DYNAMIC HT  -         791.208 (meters)    2595.82  (feet)  COMP
 ML0961  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 ML0961
 ML0961  VERT ORDER  -  SECOND    CLASS 0
 ML0961
 ML0961.The horizontal coordinates were scaled from a topographic map and have
 ML0961.an estimated accuracy of +/- 6 seconds.
 ML0961
 ML0961.The orthometric height was determined by differential leveling
 ML0961.and adjusted by the National Geodetic Survey in June 1991..
 ML0961
 ML0961.The geoid height was determined by GEOID03.
 ML0961
 ML0961.The dynamic height is computed by dividing the NAVD 88
 ML0961.geopotential number by the normal gravity value computed on the
 ML0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0961.degrees latitude (g = 980.6199 gals.).
 ML0961
 ML0961.The modeled gravity was interpolated from observed gravity values.
 ML0961
 ML0961;                    North         East    Units  Estimated Accuracy
 ML0961;SPC NE       -   212,400.      522,710.      MT  (+/- 180 meters Scaled)
 ML0961
 ML0961                          SUPERSEDED SURVEY CONTROL
 ML0961
 ML0961  NGVD 29 (??/??/92)  791.326  (m)         2596.21   (f) ADJ UNCH    2 0
 ML0961
 ML0961.Superseded values are not recommended for survey control.
 ML0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0961.See file dsdata.txt to determine how the superseded data were derived.
 ML0961
 ML0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM395218(NAD 83)
 ML0961_MARKER: DB = BENCH MARK DISK
 ML0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0961_STAMPING: 43 HK 1949
 ML0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0961+STABILITY: SURFACE MOTION
 ML0961
 ML0961  HISTORY     - Date     Condition        Report By
 ML0961  HISTORY     - 1949     MONUMENTED       USGS
 ML0961  HISTORY     - 1950     GOOD             NGS
 ML0961
 ML0961                          STATION DESCRIPTION
 ML0961
 ML0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0961'2 MI N FROM MILBURN.
 ML0961'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0961'MILBURN, THENCE 1.0 MILE NORTH ALONG A WINDING DIRT ROAD, AT THE
 ML0961'FOOT OF A SMALL BLUFF, 0.1 MILE SOUTHWEST OF A FENCE LEADING
 ML0961'NORTH, 33 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1
 ML0961'FOOT SOUTHEAST OF A FENCE, 1 FOOT SOUTHWEST OF A WITNESS POST,
 ML0961'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 ML0961'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4096 ***********************************************************************
 AB4096  CBN         -  This is a Cooperative Base Network Control Station.
 AB4096  DESIGNATION -  454 1A
 AB4096  PID         -  AB4096
 AB4096  STATE/COUNTY-  NE/DOUGLAS
 AB4096  USGS QUAD   -  IRVINGTON (1984)
 AB4096
 AB4096                         *CURRENT SURVEY CONTROL
 AB4096  ___________________________________________________________________
 AB4096* NAD 83(1995)-  41 20 36.19797(N)    096 01 28.08117(W)     ADJUSTED  
 AB4096* NAVD 88     -       396.8    (meters)    1302.     (feet)  GPS OBS   
 AB4096  ___________________________________________________________________
 AB4096  X           -    -503,330.366 (meters)                     COMP
 AB4096  Y           -  -4,769,276.436 (meters)                     COMP
 AB4096  Z           -   4,191,373.212 (meters)                     COMP
 AB4096  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AB4096  ELLIP HEIGHT-         368.98  (meters)          (07/10/01) GPS OBS
 AB4096  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AB4096
 AB4096  HORZ ORDER  -  B
 AB4096  ELLP ORDER  -  FOURTH    CLASS I
 AB4096
 AB4096.The horizontal coordinates were established by GPS observations
 AB4096.and adjusted by the National Geodetic Survey in June 1996..
 AB4096
 AB4096.The orthometric height was determined by GPS observations and a
 AB4096.high-resolution geoid model.
 AB4096
 AB4096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4096
 AB4096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4096
 AB4096.The ellipsoidal height was determined by GPS observations
 AB4096.and is referenced to NAD 83.
 AB4096
 AB4096.The geoid height was determined by GEOID03.
 AB4096
 AB4096;                    North         East     Units Scale Factor Converg.
 AB4096;SPC NE       -   175,300.452   832,510.768   MT  0.99966260   +2 38 04.5
 AB4096;UTM  14      - 4,581,149.911   748,958.051   MT  1.00036285   +1 57 59.6
 AB4096;UTM  15      - 4,581,291.667   246,947.236   MT  1.00038815   -1 59 56.2
 AB4096
 AB4096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4096!SPC NE       -   0.99994213  x   0.99966260  =   0.99960475
 AB4096!UTM  14      -   0.99994213  x   1.00036285  =   1.00030496
 AB4096!UTM  15      -   0.99994213  x   1.00038815  =   1.00033025
 AB4096
 AB4096                          SUPERSEDED SURVEY CONTROL
 AB4096
 AB4096  ELLIP H (06/25/96)  369.03   (m)                       GP(       ) 1 1
 AB4096
 AB4096.Superseded values are not recommended for survey control.
 AB4096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4096.See file dsdata.txt to determine how the superseded data were derived.
 AB4096
 AB4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4895881150(NAD 83)
 AB4096_MARKER: DS = TRIANGULATION STATION DISK
 AB4096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4096_STAMPING: CP 454-1A 1984
 AB4096_MARK LOGO: NEDR  
 AB4096_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB4096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4096+STABILITY: SURFACE MOTION
 AB4096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4096+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 AB4096
 AB4096  HISTORY     - Date     Condition        Report By
 AB4096  HISTORY     - 1984     MONUMENTED       NEDR
 AB4096  HISTORY     - 19950711 GOOD             NGS
 AB4096  HISTORY     - 20000613 GOOD             NEDR
 AB4096  HISTORY     - 20030715 GOOD             INDIV
 AB4096
 AB4096                          STATION DESCRIPTION
 AB4096
 AB4096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4096'THE MARK IS LOCATED IN THE NORTH PART OF OMAHA, ABOUT 3.5 MI (5.6 KM)
 AB4096'WEST OF THE INTERSTATE HIGHWAY 680 BRIDGES OVER THE MISSOURI RIVER,
 AB4096'0.15 MI (0.24 KM) NORTH OF THE INTERSECTION OF 72ND STREET AND THE
 AB4096'INTERSTATE HIGHWAY, ABOUT 70 M (229.7 FT) WEST AND 10 M (32.8 FT)
 AB4096'HIGHER THAN 72ND STREET, IN THE SE1/4, SEC23, T16N, R12E AND ON PUBLIC
 AB4096'RIGHT-OF-WAY.  TO REACH THE MARK FROM WHERE 72ND STREET CROSSES OVER
 AB4096'INTERSTATE HIGHWAY 680, GO NORTH ON 72ND STREET FOR 0.2 MI (0.3 KM) TO
 AB4096'LAKE CUNNINGHAM ROAD ON THE LEFT.  TURN LEFT, CROSS THE SOUTHBOUND
 AB4096'LANES OF 72ND STREET, THEN TURN LEFT AGAIN AND GO SOUTH-SOUTHWEST AND
 AB4096'SOUTH, UP THE STEEP RIGHT-OF-WAY BANK, FOR 0.05 MI (0.08 KM) TO THE
 AB4096'NORTH END OF A CHAIN LINK RIGHT-OF-WAY FENCE AND THE MARK.  THE DISK
 AB4096'IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED 0.2
 AB4096'FT (6.1 CM) BELOW THE GROUND SURFACE.  IT IS 160.3 FT (48.9 M) NORTH
 AB4096'OF A CHAIN LINK RIGHT-OF-WAY FENCE CORNER, 67.5 FT (20.6 M) SOUTH OF
 AB4096'THE NORTH END OF THE 72ND STREET RIGHT-OF-WAY FENCE, 5.3 FT (1.6 M)
 AB4096'SOUTHWEST OF A FIBERGLASS WITNESS POST, 4.2 FT (1.3 M) WEST OF THE
 AB4096'CHAIN LINK FENCE AND 3.5 FT (1.1 M) WEST OF A METAL STATE WITNESS
 AB4096'POST.
 AB4096
 AB4096                          STATION RECOVERY (2000)
 AB4096
 AB4096'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4096'RECOVERED AS DESCRIBED.
 AB4096
 AB4096                          STATION RECOVERY (2003)
 AB4096
 AB4096'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BLY)
 AB4096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0528 ***********************************************************************
 NO0528  DESIGNATION -  5 F
 NO0528  PID         -  NO0528
 NO0528  STATE/COUNTY-  NE/CHERRY
 NO0528  USGS QUAD   -  ELL LAKE (1985)
 NO0528
 NO0528                         *CURRENT SURVEY CONTROL
 NO0528  ___________________________________________________________________
 NO0528* NAD 83(1986)-  42 39 20.     (N)    100 32 09.     (W)     SCALED    
 NO0528* NAVD 88     -       871.881  (meters)    2860.50   (feet)  ADJUSTED  
 NO0528  ___________________________________________________________________
 NO0528  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 NO0528  DYNAMIC HT  -         871.496 (meters)    2859.23  (feet)  COMP
 NO0528  MODELED GRAV-     980,149.8   (mgal)                       NAVD 88
 NO0528
 NO0528  VERT ORDER  -  FIRST     CLASS II
 NO0528
 NO0528.The horizontal coordinates were scaled from a topographic map and have
 NO0528.an estimated accuracy of +/- 6 seconds.
 NO0528
 NO0528.The orthometric height was determined by differential leveling
 NO0528.and adjusted by the National Geodetic Survey in June 1994..
 NO0528
 NO0528.The geoid height was determined by GEOID03.
 NO0528
 NO0528.The dynamic height is computed by dividing the NAVD 88
 NO0528.geopotential number by the normal gravity value computed on the
 NO0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0528.degrees latitude (g = 980.6199 gals.).
 NO0528
 NO0528.The modeled gravity was interpolated from observed gravity values.
 NO0528
 NO0528;                    North         East    Units  Estimated Accuracy
 NO0528;SPC NE       -   313,500.      456,070.      MT  (+/- 180 meters Scaled)
 NO0528
 NO0528                          SUPERSEDED SURVEY CONTROL
 NO0528
 NO0528  NGVD 29 (02/14/92)  871.584  (m)         2859.52   (f) ADJUSTED    1 2
 NO0528
 NO0528.Superseded values are not recommended for survey control.
 NO0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0528.See file dsdata.txt to determine how the superseded data were derived.
 NO0528
 NO0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN741237(NAD 83)
 NO0528_MARKER: DB = BENCH MARK DISK
 NO0528_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NO0528_SP_SET: PREFAB CONC. POST IN EARTH
 NO0528_STAMPING: 5 F 1947
 NO0528_MARK LOGO: USGS  
 NO0528_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0528+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1991
 NO0528
 NO0528  HISTORY     - Date     Condition        Report By
 NO0528  HISTORY     - 1947     MONUMENTED       USGS
 NO0528  HISTORY     - 19910803 GOOD             NGS
 NO0528
 NO0528                          STATION DESCRIPTION
 NO0528
 NO0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0528'26.6 KM (16.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0528'OF U.S. HIGHWAY 20 IN VALENTINE, 56.1 M (184.1 FT) EAST OF THE
 NO0528'HIGHWAY CENTERLINE, 19.0 M (62.3 FT) SOUTH OF THE CENTER OF THE
 NO0528'LOVEJOY RANCH ENTRANCE ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 NO0528'HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST AND FENCE, AND THE
 NO0528'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0128 ***********************************************************************
 NO0128  DESIGNATION -  5 HT
 NO0128  PID         -  NO0128
 NO0128  STATE/COUNTY-  NE/CHERRY
 NO0128  USGS QUAD   -  VALENTINE SOUTH (1983)
 NO0128
 NO0128                         *CURRENT SURVEY CONTROL
 NO0128  ___________________________________________________________________
 NO0128* NAD 83(1986)-  42 52 00.     (N)    100 34 29.     (W)     SCALED    
 NO0128* NAVD 88     -       794.200  (meters)    2605.64   (feet)  ADJUSTED  
 NO0128  ___________________________________________________________________
 NO0128  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 NO0128  DYNAMIC HT  -         793.884 (meters)    2604.60  (feet)  COMP
 NO0128  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 NO0128
 NO0128  VERT ORDER  -  FIRST     CLASS II
 NO0128
 NO0128.The horizontal coordinates were scaled from a topographic map and have
 NO0128.an estimated accuracy of +/- 6 seconds.
 NO0128
 NO0128.The orthometric height was determined by differential leveling
 NO0128.and adjusted by the National Geodetic Survey in June 1991..
 NO0128
 NO0128.The geoid height was determined by GEOID03.
 NO0128
 NO0128.The dynamic height is computed by dividing the NAVD 88
 NO0128.geopotential number by the normal gravity value computed on the
 NO0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0128.degrees latitude (g = 980.6199 gals.).
 NO0128
 NO0128.The modeled gravity was interpolated from observed gravity values.
 NO0128
 NO0128;                    North         East    Units  Estimated Accuracy
 NO0128;SPC NE       -   336,970.      453,040.      MT  (+/- 180 meters Scaled)
 NO0128
 NO0128                          SUPERSEDED SURVEY CONTROL
 NO0128
 NO0128  NGVD 29 (??/??/92)  793.914  (m)         2604.70   (f) ADJ UNCH    1 2
 NO0128
 NO0128.Superseded values are not recommended for survey control.
 NO0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0128.See file dsdata.txt to determine how the superseded data were derived.
 NO0128
 NO0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN713472(NAD 83)
 NO0128_MARKER: DB = BENCH MARK DISK
 NO0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0128_STAMPING: 5 HT 1947
 NO0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0128+STABILITY: SURFACE MOTION
 NO0128
 NO0128  HISTORY     - Date     Condition        Report By
 NO0128  HISTORY     - 1947     MONUMENTED       USGS
 NO0128  HISTORY     - 1957     GOOD             NGS
 NO0128  HISTORY     - 19910802 MARK NOT FOUND   NGS
 NO0128
 NO0128                          STATION DESCRIPTION
 NO0128
 NO0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0128'1.3 MI W FROM VALENTINE.
 NO0128'ABOUT 1.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0128'FROM THE STATION AT VALENTINE, THENCE 0.1 MILE SOUTH ALONG A
 NO0128'SAND ROAD, IN T. 34 N., R. 28 W., SECTION 36., 39 FEET NORTH OF
 NO0128'THE CENTER LINE OF U.S. HIGHWAY 20, 180 FEET EAST OF THE CENTER
 NO0128'LINE OF THE SAND ROAD, 2 1/2 FEET NORTH OF A FENCE LINE, 1 1/2
 NO0128'FEET WEST OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A
 NO0128'CONCRETE POST.
 NO0128
 NO0128                          STATION RECOVERY (1991)
 NO0128
 NO0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0128'THERE IS A DRAINAGE DITCH AT THE DESCRIBED LOCATION.  ASSUMED
 NO0128'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0580 ***********************************************************************
 NO0580  DESIGNATION -  5 HT RESET
 NO0580  PID         -  NO0580
 NO0580  STATE/COUNTY-  NE/CHERRY
 NO0580  USGS QUAD   -  VALENTINE SOUTH (1983)
 NO0580
 NO0580                         *CURRENT SURVEY CONTROL
 NO0580  ___________________________________________________________________
 NO0580* NAD 83(1986)-  42 52 00.     (N)    100 34 29.     (W)     SCALED    
 NO0580* NAVD 88     -       794.07   (meters)    2605.2    (feet)  RESET     
 NO0580  ___________________________________________________________________
 NO0580  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 NO0580
 NO0580  VERT ORDER  -  THIRD
 NO0580
 NO0580.The horizontal coordinates were scaled from a topographic map and have
 NO0580.an estimated accuracy of +/- 6 seconds.
 NO0580
 NO0580.The orthometric height was computed from unverified reset data.
 NO0580.No vertical observational check was made to the station.
 NO0580
 NO0580.The geoid height was determined by GEOID03.
 NO0580
 NO0580;                    North         East    Units  Estimated Accuracy
 NO0580;SPC NE       -   336,970.      453,040.      MT  (+/- 180 meters Scaled)
 NO0580
 NO0580                          SUPERSEDED SURVEY CONTROL
 NO0580
 NO0580  NGVD 29 (08/02/06)  793.78   (m)         2604.3    (f) RESET       3  
 NO0580
 NO0580.Superseded values are not recommended for survey control.
 NO0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0580.See file dsdata.txt to determine how the superseded data were derived.
 NO0580
 NO0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN713472(NAD 83)
 NO0580_MARKER: DV = VERTICAL CONTROL DISK
 NO0580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0580_SP_SET: METAL PIPE IN CONCRETE
 NO0580_STAMPING: 5 HT 1947 RESET 1984
 NO0580_MARK LOGO: USGS  
 NO0580_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0580+STABILITY: SURFACE MOTION
 NO0580
 NO0580  HISTORY     - Date     Condition        Report By
 NO0580  HISTORY     - 1984     MONUMENTED       USGS
 NO0580
 NO0580                          STATION DESCRIPTION
 NO0580
 NO0580'DESCRIBED BY US GEOLOGICAL SURVEY 1984
 NO0580'FROM VALENTINE, APPROXIMATELY 1 MILE (1.6 KM) WEST ALONG US HIGHWAY
 NO0580'20, TOWNSHIPS 33 AND 34 NORTH, R 3 W, NEAR CORNER SECTIONS 1, 2, 35
 NO0580'AND 36, 68 FEET (20.7 M) NORTH AND 64 FEET (19.5 M) WEST OF US
 NO0580'HIGHWAY 20 AT T-ROAD SOUTH, 1/2 FOOT SOUTH OF RIGHT-OF-WAY FENCE, AND
 NO0580'CENTERED IN A 6-INCH DRAIN PIPE.  NOTE--DEPTH OF PIPE UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1816 ***********************************************************************
 NM1816  DESIGNATION -  5 RDS
 NM1816  PID         -  NM1816
 NM1816  STATE/COUNTY-  NE/KNOX
 NM1816  USGS QUAD   -  CREIGHTON (1974)
 NM1816
 NM1816                         *CURRENT SURVEY CONTROL
 NM1816  ___________________________________________________________________
 NM1816* NAD 83(1995)-  42 29 44.93317(N)    097 59 44.30031(W)     ADJUSTED  
 NM1816* NAVD 88     -       512.0    (meters)    1680.     (feet)  VERTCON   
 NM1816  ___________________________________________________________________
 NM1816  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 NM1816  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 NM1816
 NM1816  HORZ ORDER  -  THIRD
 NM1816  VERT ORDER  -  THIRD ? (See Below)
 NM1816
 NM1816.The horizontal coordinates were established by classical geodetic methods
 NM1816.and adjusted by the National Geodetic Survey in August 1997..
 NM1816
 NM1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1816.The vertical order pertains to the NGVD 29 superseded value.
 NM1816
 NM1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1816
 NM1816.The geoid height was determined by GEOID03.
 NM1816
 NM1816;                    North         East     Units Scale Factor Converg.
 NM1816;SPC NE       -   297,527.586   664,721.098   MT  0.99980804   +1 19 41.8
 NM1816;UTM  14      - 4,705,317.036   582,530.341   MT  0.99968380   +0 40 42.7
 NM1816
 NM1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1816!SPC NE       -   0.99992368  x   0.99980804  =   0.99973174
 NM1816!UTM  14      -   0.99992368  x   0.99968380  =   0.99960751
 NM1816
 NM1816:                Primary Azimuth Mark                     Grid Az
 NM1816:SPC NE       -  AZ STANDPIPE ENE                         057 36 02.5
 NM1816:UTM  14      -  AZ STANDPIPE ENE                         058 15 01.6
 NM1816
 NM1816|---------------------------------------------------------------------|
 NM1816| PID    Reference Object                     Distance      Geod. Az  |
 NM1816|                                                           dddmmss.s |
 NM1816| CO2143 AZ STANDPIPE ENE                                   0585544.3 |
 NM1816| CO2152 AZ WINDMILL NNW                                    3394120.3 |
 NM1816|---------------------------------------------------------------------|
 NM1816
 NM1816                          SUPERSEDED SURVEY CONTROL
 NM1816
 NM1816  NAD 83(1986)-  42 29 44.93789(N)    097 59 44.30452(W) AD(       ) 3
 NM1816  NAD 27      -  42 29 44.92359(N)    097 59 43.06656(W) AD(       ) 3
 NM1816  NGVD 29 (07/19/86)  511.8    (m)         1679.     (f) LEVELING    3  
 NM1816
 NM1816.Superseded values are not recommended for survey control.
 NM1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1816.See file dsdata.txt to determine how the superseded data were derived.
 NM1816
 NM1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8253005317(NAD 83)
 NM1816_MARKER: DE = TRAVERSE STATION DISK
 NM1816_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1816
 NM1816  HISTORY     - Date     Condition        Report By
 NM1816  HISTORY     - 1950     MONUMENTED       USGS
 NM1816
 NM1816                          STATION DESCRIPTION
 NM1816
 NM1816'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NM1816'VERDIGRE, 7.0 MI S. AND 2.0 MI E. OF, 1.0 MI S. AND 2.0 MI W. OF.
 NM1816'WINNETOON, NEAR COR. SECS. 10, 11, 14 AND 15.  T. 29 N., R. 6 W., 30
 NM1816'FT N. AND 334 FT W. OF CENTER OF CROSSROADS, 1 FT S. OF FENCE LINE IN
 NM1816'CONCRETE POST.  STANDARD TABLET STAMPED---5 RDS 1950---.  NOTE--MARK
 NM1816'LOOSE IN GROUND - PROBABLY OKAY.  AZIMUTH TO N. SIDE STANDPIPE ABOUT
 NM1816'2.0 MI DISTANT--N 58 DEG 55 MIN 45 SEC E.  AZIMUTH TO WINDMILL ABOUT
 NM1816'1.0 MI DISTANT--N 20 DEG 18 MIN 40 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0134 ***********************************************************************
 NP0134  DESIGNATION -  56.00
 NP0134  PID         -  NP0134
 NP0134  STATE/COUNTY-  NE/BOX BUTTE
 NP0134  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0134
 NP0134                         *CURRENT SURVEY CONTROL
 NP0134  ___________________________________________________________________
 NP0134* NAD 83(1986)-  42 05 57.     (N)    102 52 14.     (W)     SCALED    
 NP0134* NAVD 88     -      1209.159  (meters)    3967.05   (feet)  ADJUSTED  
 NP0134  ___________________________________________________________________
 NP0134  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 NP0134  DYNAMIC HT  -        1208.455 (meters)    3964.74  (feet)  COMP
 NP0134  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 NP0134
 NP0134  VERT ORDER  -  FIRST     CLASS II
 NP0134
 NP0134.The horizontal coordinates were scaled from a topographic map and have
 NP0134.an estimated accuracy of +/- 6 seconds.
 NP0134
 NP0134.The orthometric height was determined by differential leveling
 NP0134.and adjusted by the National Geodetic Survey in June 1991..
 NP0134
 NP0134.The geoid height was determined by GEOID03.
 NP0134
 NP0134.The dynamic height is computed by dividing the NAVD 88
 NP0134.geopotential number by the normal gravity value computed on the
 NP0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0134.degrees latitude (g = 980.6199 gals.).
 NP0134
 NP0134.The modeled gravity was interpolated from observed gravity values.
 NP0134
 NP0134;                    North         East    Units  Estimated Accuracy
 NP0134;SPC NE       -   255,510.      262,650.      MT  (+/- 180 meters Scaled)
 NP0134
 NP0134                          SUPERSEDED SURVEY CONTROL
 NP0134
 NP0134  NGVD 29 (??/??/92) 1208.575  (m)         3965.13   (f) ADJ UNCH    1 2
 NP0134
 NP0134.Superseded values are not recommended for survey control.
 NP0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0134.See file dsdata.txt to determine how the superseded data were derived.
 NP0134
 NP0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG760629(NAD 83)
 NP0134_MARKER: Q = CHISELED SQUARE
 NP0134_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0134_SP_SET: RETAINING WALL
 NP0134_MARK LOGO: NONE  
 NP0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0134+STABILITY: SURFACE MOTION
 NP0134
 NP0134  HISTORY     - Date     Condition        Report By
 NP0134  HISTORY     - UNK      MONUMENTED       LOCENG
 NP0134  HISTORY     - 1956     GOOD             NGS
 NP0134  HISTORY     - 1985     GOOD             NGS
 NP0134
 NP0134                          STATION DESCRIPTION
 NP0134
 NP0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0134'AT ALLIANCE.
 NP0134'AT ALLIANCE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF 5TH
 NP0134'STREET AND BOX BUTTE AVENUE, 14.3 FEET EAST OF THE NORTHWEST
 NP0134'CORNER OF THE DRAKE HOTEL, 1.7 FEET ABOVE THE GROUND, 0.5 FOOT
 NP0134'EAST OF THE EAST EDGE OF A BRICK PILASTER, ABOVE A WATER OUTLET,
 NP0134'BELOW THE LETTERS B M, THE TOP OF A BRICK COPING, IN SECTION 36,
 NP0134'TOWNSHIP 25 NORTH, RANGE 48 WEST.
 NP0134
 NP0134                          STATION RECOVERY (1985)
 NP0134
 NP0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0134'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE.
 NP0134'NOTE--MARK IS A CHISELED SQUARE ON TOP OF A BRICK COPING AND
 NP0134'ESTABLISHED BY THE CITY OF ALLIANCE, NEBRASKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1413 ***********************************************************************
 NM1413  DESIGNATION -  58 J S
 NM1413  PID         -  NM1413
 NM1413  STATE/COUNTY-  NE/KNOX
 NM1413  USGS QUAD   -  BON HOMME COLONY (1974)
 NM1413
 NM1413                         *CURRENT SURVEY CONTROL
 NM1413  ___________________________________________________________________
 NM1413* NAD 83(1986)-  42 47 36.     (N)    097 39 42.     (W)     SCALED    
 NM1413* NAVD 88     -       470.271  (meters)    1542.88   (feet)  ADJUSTED  
 NM1413  ___________________________________________________________________
 NM1413  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 NM1413  DYNAMIC HT  -         470.122 (meters)    1542.39  (feet)  COMP
 NM1413  MODELED GRAV-     980,289.3   (mgal)                       NAVD 88
 NM1413
 NM1413  VERT ORDER  -  SECOND    CLASS 0
 NM1413
 NM1413.The horizontal coordinates were scaled from a topographic map and have
 NM1413.an estimated accuracy of +/- 6 seconds.
 NM1413
 NM1413.The orthometric height was determined by differential leveling
 NM1413.and adjusted by the National Geodetic Survey in June 1991..
 NM1413
 NM1413.The geoid height was determined by GEOID03.
 NM1413
 NM1413.The dynamic height is computed by dividing the NAVD 88
 NM1413.geopotential number by the normal gravity value computed on the
 NM1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1413.degrees latitude (g = 980.6199 gals.).
 NM1413
 NM1413.The modeled gravity was interpolated from observed gravity values.
 NM1413
 NM1413;                    North         East    Units  Estimated Accuracy
 NM1413;SPC NE       -   331,250.      691,270.      MT  (+/- 180 meters Scaled)
 NM1413
 NM1413                          SUPERSEDED SURVEY CONTROL
 NM1413
 NM1413  NGVD 29 (??/??/92)  470.052  (m)         1542.16   (f) ADJ UNCH    2 0
 NM1413
 NM1413.Superseded values are not recommended for survey control.
 NM1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1413.See file dsdata.txt to determine how the superseded data were derived.
 NM1413
 NM1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN094387(NAD 83)
 NM1413_MARKER: DD = SURVEY DISK
 NM1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1413_STAMPING: 58 JS 1946
 NM1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1413+STABILITY: SURFACE MOTION
 NM1413
 NM1413  HISTORY     - Date     Condition        Report By
 NM1413  HISTORY     - 1946     MONUMENTED       USGS
 NM1413  HISTORY     - 1949     GOOD             NGS
 NM1413  HISTORY     - 1949     GOOD             NGS
 NM1413
 NM1413                          STATION DESCRIPTION
 NM1413
 NM1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1413'12.7 MI NW FROM CROFTON.
 NM1413'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH STATE
 NM1413'HIGHWAY 12 AT CROFTON, THENCE 7.0 MILES WEST ALONG STATE HIGHWAY
 NM1413'12, THENCE 4.7 MILES NORTH ALONG A DIRT ROAD, AT A ROAD JUNCTION,
 NM1413'ON THE INSIDE OF A CURVE, 98.0 FEET EAST OF THE CENTER LINE OF THE
 NM1413'ROAD LEADING SOUTH, 21.0 FEET SOUTH OF THE CENTER LINE OF THE EAST
 NM1413'AND WEST ROAD, 1.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 NM1413'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 NM1413
 NM1413                          STATION RECOVERY (1949)
 NM1413
 NM1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0514 ***********************************************************************
 LF0514  DESIGNATION -  5853+10
 LF0514  PID         -  LF0514
 LF0514  STATE/COUNTY-  NE/RICHARDSON
 LF0514  USGS QUAD   -  VERDON (1966)
 LF0514
 LF0514                         *CURRENT SURVEY CONTROL
 LF0514  ___________________________________________________________________
 LF0514* NAD 83(1986)-  40 09 07.     (N)    095 43 01.     (W)     SCALED    
 LF0514* NAVD 88     -       285.388  (meters)     936.31   (feet)  ADJUSTED  
 LF0514  ___________________________________________________________________
 LF0514  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LF0514  DYNAMIC HT  -         285.231 (meters)     935.80  (feet)  COMP
 LF0514  MODELED GRAV-     980,066.5   (mgal)                       NAVD 88
 LF0514
 LF0514  VERT ORDER  -  SECOND    CLASS 0
 LF0514
 LF0514.The horizontal coordinates were scaled from a topographic map and have
 LF0514.an estimated accuracy of +/- 6 seconds.
 LF0514
 LF0514.The orthometric height was determined by differential leveling
 LF0514.and adjusted by the National Geodetic Survey in June 1991..
 LF0514.WARNING-Repeat measurements at this control monument indicate possible
 LF0514.vertical movement.
 LF0514
 LF0514.The geoid height was determined by GEOID03.
 LF0514
 LF0514.The dynamic height is computed by dividing the NAVD 88
 LF0514.geopotential number by the normal gravity value computed on the
 LF0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0514.degrees latitude (g = 980.6199 gals.).
 LF0514
 LF0514.The modeled gravity was interpolated from observed gravity values.
 LF0514
 LF0514;                    North         East    Units  Estimated Accuracy
 LF0514;SPC NE       -    44,410.      864,760.      MT  (+/- 180 meters Scaled)
 LF0514
 LF0514                          SUPERSEDED SURVEY CONTROL
 LF0514
 LF0514  NGVD 29 (??/??/92)  285.323  (m)          936.10   (f) ADJ UNCH    2 0
 LF0514
 LF0514.Superseded values are not recommended for survey control.
 LF0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0514.See file dsdata.txt to determine how the superseded data were derived.
 LF0514
 LF0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE685481(NAD 83)
 LF0514_MARKER: B = BOLT
 LF0514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0514_SP_SET: MILE POST
 LF0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0514
 LF0514  HISTORY     - Date     Condition        Report By
 LF0514  HISTORY     - UNK      MONUMENTED       MPRR
 LF0514  HISTORY     - 1947     GOOD             NGS
 LF0514
 LF0514                          STATION DESCRIPTION
 LF0514
 LF0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0514'0.3 MI N FROM VERDON.
 LF0514'0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0514'STATION AT VERDON, 392.0 FEET SOUTH OF THE SOUTH END OF STEEL
 LF0514'BRIDGE NO. 143G, 64.0 FEET WEST OF A NORTH-SOUTH DIRT ROAD, 35.0
 LF0514'FEET WEST OF PAINTED TELEPHONE POLE NO. 395, 7.8 FEET EAST OF
 LF0514'THE EAST RAIL OF THE TRACK, A COPPER BOLT SET IN THE TOP OF
 LF0514'MISSOURI PACIFIC RAILROAD MILE POST NO. 395 WHICH IS AN 8X8-INCH
 LF0514'CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK AND
 LF0514'PROJECTING 1.2 FOOT AND HAS A COPPER PLATE ON THE WEST SIDE WHICH
 LF0514'IS STAMPED M.P. 395 5853+10.  NOTE-- A CHECK WITH THE SECTION
 LF0514'FOREMAN REVEALED THAT THE RAILROAD MOVED THE MILEPOSTS ABOUT 30
 LF0514'FEET A FEW YEARS AGO AND THIS PROBABLY IS THE REASON MARK DOES
 LF0514'NOT CHECK NOW.  EXACT DATE OF MOVING COULD NOT BE DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0133 ***********************************************************************
 NP0133  DESIGNATION -  5942
 NP0133  PID         -  NP0133
 NP0133  STATE/COUNTY-  NE/BOX BUTTE
 NP0133  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0133
 NP0133                         *CURRENT SURVEY CONTROL
 NP0133  ___________________________________________________________________
 NP0133* NAD 83(1986)-  42 05 41.     (N)    102 52 13.     (W)     SCALED    
 NP0133* NAVD 88     -      1210.204  (meters)    3970.48   (feet)  POSTED    
 NP0133  ___________________________________________________________________
 NP0133  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 NP0133  DYNAMIC HT  -        1209.500 (meters)    3968.17  (feet)  COMP
 NP0133  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 NP0133
 NP0133  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 NP0133
 NP0133.The horizontal coordinates were scaled from a topographic map and have
 NP0133.an estimated accuracy of +/- 6 seconds.
 NP0133
 NP0133.The orthometric height was determined by differential leveling
 NP0133.and adjusted by the National Geodetic Survey in 1992..
 NP0133.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 NP0133.rate of 4.1 thru 8.0 mm/km.
 NP0133
 NP0133.The geoid height was determined by GEOID03.
 NP0133
 NP0133.The dynamic height is computed by dividing the NAVD 88
 NP0133.geopotential number by the normal gravity value computed on the
 NP0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0133.degrees latitude (g = 980.6199 gals.).
 NP0133
 NP0133.The modeled gravity was interpolated from observed gravity values.
 NP0133
 NP0133;                    North         East    Units  Estimated Accuracy
 NP0133;SPC NE       -   255,020.      262,660.      MT  (+/- 180 meters Scaled)
 NP0133
 NP0133                          SUPERSEDED SURVEY CONTROL
 NP0133
 NP0133  NGVD 29 (??/??/92) 1209.62   (m)         3968.6    (f) COMPUTED    1 2
 NP0133
 NP0133.Superseded values are not recommended for survey control.
 NP0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0133.See file dsdata.txt to determine how the superseded data were derived.
 NP0133
 NP0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG761624(NAD 83)
 NP0133_MARKER: Z = SEE DESCRIPTION
 NP0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0133_SP_SET: COPING
 NP0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0133
 NP0133  HISTORY     - Date     Condition        Report By
 NP0133  HISTORY     - UNK      MONUMENTED       LOCENG
 NP0133  HISTORY     - 1956     MARK NOT FOUND   NGS
 NP0133
 NP0133                          STATION DESCRIPTION
 NP0133
 NP0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0133'AT ALLIANCE.
 NP0133'AT ALLIANCE, BOX BUTTE COUNTY, 5 FEET WEST OF THE NORTHEAST
 NP0133'CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 NP0133'IN THE TOP OF THE CONCRETE COPING BETWEEN TWO PILASTERS, AND 6
 NP0133'INCHES ABOVE GROUND.  THE BOTTOM OF A SQUARE HOLE.  NOTE-- THIS
 NP0133'MARK WAS REPORTED TO BE A FAINT SQUARE IN OCTOBER 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0363 ***********************************************************************
 MN0363  DESIGNATION -  6 FWK
 MN0363  PID         -  MN0363
 MN0363  STATE/COUNTY-  NE/MORRILL
 MN0363  USGS QUAD   -  BROADWATER SW (1965)
 MN0363
 MN0363                         *CURRENT SURVEY CONTROL
 MN0363  ___________________________________________________________________
 MN0363* NAD 83(1986)-  41 31 06.     (N)    102 59 05.     (W)     SCALED    
 MN0363* NAVD 88     -      1176.318  (meters)    3859.30   (feet)  ADJUSTED  
 MN0363  ___________________________________________________________________
 MN0363  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 MN0363  DYNAMIC HT  -        1175.545 (meters)    3856.77  (feet)  COMP
 MN0363  MODELED GRAV-     979,925.8   (mgal)                       NAVD 88
 MN0363
 MN0363  VERT ORDER  -  FIRST     CLASS II
 MN0363
 MN0363.The horizontal coordinates were scaled from a topographic map and have
 MN0363.an estimated accuracy of +/- 6 seconds.
 MN0363
 MN0363.The orthometric height was determined by differential leveling
 MN0363.and adjusted by the National Geodetic Survey in June 1991..
 MN0363
 MN0363.The geoid height was determined by GEOID03.
 MN0363
 MN0363.The dynamic height is computed by dividing the NAVD 88
 MN0363.geopotential number by the normal gravity value computed on the
 MN0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0363.degrees latitude (g = 980.6199 gals.).
 MN0363
 MN0363.The modeled gravity was interpolated from observed gravity values.
 MN0363
 MN0363;                    North         East    Units  Estimated Accuracy
 MN0363;SPC NE       -   191,380.      250,990.      MT  (+/- 180 meters Scaled)
 MN0363
 MN0363                          SUPERSEDED SURVEY CONTROL
 MN0363
 MN0363.No superseded survey control is available for this station.
 MN0363
 MN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF681982(NAD 83)
 MN0363_MARKER: DB = BENCH MARK DISK
 MN0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0363_SP_SET: CONCRETE POST
 MN0363_STAMPING: FWK 3858 6 1964
 MN0363_MARK LOGO: USGS  
 MN0363_PROJECTION: FLUSH
 MN0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0363+STABILITY: SURFACE MOTION
 MN0363
 MN0363  HISTORY     - Date     Condition        Report By
 MN0363  HISTORY     - 1964     MONUMENTED       USGS
 MN0363  HISTORY     - 1985     GOOD             NGS
 MN0363
 MN0363                          STATION DESCRIPTION
 MN0363
 MN0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0363'13.1 KM (8.15 MI) NORTH FROM DALTON.
 MN0363'13.1 KM (8.15 MI) NORTH ALONG US HIGHWAY 385 FROM THE POST OFFICE AT
 MN0363'DALTON, AT  MILEPOST 60, IN THE SOUTHWEST CORNER OF THE INTERSECTION
 MN0363'OF A GRAVEL ROAD, 4.9 METERS (16 FT) NORTHWEST OF A TELEPHONE CABLE
 MN0363'JUNCTION BOX, 18.3 METERS (60 FT) SOUTH OF THE CENTER OF THE ROAD, AND
 MN0363'8.8 METERS (29 FT) SOUTHWEST OF A CONCRETE RIGHT OF WAY POST.
 MN0363'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MN0363'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0978 ***********************************************************************
 ML0978  DESIGNATION -  6 HK
 ML0978  PID         -  ML0978
 ML0978  STATE/COUNTY-  NE/BLAINE
 ML0978  USGS QUAD   -  BREWSTER SE (1978)
 ML0978
 ML0978                         *CURRENT SURVEY CONTROL
 ML0978  ___________________________________________________________________
 ML0978* NAD 83(1986)-  41 51 05.     (N)    099 45 52.     (W)     SCALED    
 ML0978* NAVD 88     -       774.176  (meters)    2539.94   (feet)  ADJUSTED  
 ML0978  ___________________________________________________________________
 ML0978  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 ML0978  DYNAMIC HT  -         773.797 (meters)    2538.70  (feet)  COMP
 ML0978  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 ML0978
 ML0978  VERT ORDER  -  SECOND    CLASS 0
 ML0978
 ML0978.The horizontal coordinates were scaled from a topographic map and have
 ML0978.an estimated accuracy of +/- 6 seconds.
 ML0978
 ML0978.The orthometric height was determined by differential leveling
 ML0978.and adjusted by the National Geodetic Survey in June 1991..
 ML0978
 ML0978.The geoid height was determined by GEOID03.
 ML0978
 ML0978.The dynamic height is computed by dividing the NAVD 88
 ML0978.geopotential number by the normal gravity value computed on the
 ML0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0978.degrees latitude (g = 980.6199 gals.).
 ML0978
 ML0978.The modeled gravity was interpolated from observed gravity values.
 ML0978
 ML0978;                    North         East    Units  Estimated Accuracy
 ML0978;SPC NE       -   224,080.      519,560.      MT  (+/- 180 meters Scaled)
 ML0978
 ML0978                          SUPERSEDED SURVEY CONTROL
 ML0978
 ML0978  NGVD 29 (??/??/92)  773.897  (m)         2539.03   (f) ADJ UNCH    2 0
 ML0978
 ML0978.Superseded values are not recommended for survey control.
 ML0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0978.See file dsdata.txt to determine how the superseded data were derived.
 ML0978
 ML0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM365335(NAD 83)
 ML0978_MARKER: DD = SURVEY DISK
 ML0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0978_STAMPING: 6 HK 1949
 ML0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0978+STABILITY: SURFACE MOTION
 ML0978
 ML0978  HISTORY     - Date     Condition        Report By
 ML0978  HISTORY     - 1949     MONUMENTED       USGS
 ML0978  HISTORY     - 1950     GOOD             NGS
 ML0978
 ML0978                          STATION DESCRIPTION
 ML0978
 ML0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0978'17.4 MI N FROM MILBURN.
 ML0978'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0978'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0978'THENCE 6.4 MILES NORTHWEST ALONG A WINDING SAND ROAD, THENCE 4.2
 ML0978'MILES EAST ALONG A WINDING SAND ROAD, ALONG THE NORTH SIDE OF A
 ML0978'WINDBREAK, 160 FEET SOUTHWEST OF THE CENTER OF A CATTLE GUARD,
 ML0978'70 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 105 FEET WEST
 ML0978'OF A FENCE CORNER, 0.8 FOOT NORTH OF A FENCE, 1.2 FEET WEST
 ML0978'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4120 ***********************************************************************
 AB4120  CBN         -  This is a Cooperative Base Network Control Station.
 AB4120  DESIGNATION -  6 JLK RESET
 AB4120  PID         -  AB4120
 AB4120  STATE/COUNTY-  NE/HAYES
 AB4120  USGS QUAD   -  HAYES CENTER (1974)
 AB4120
 AB4120                         *CURRENT SURVEY CONTROL
 AB4120  ___________________________________________________________________
 AB4120* NAD 83(1995)-  40 34 54.08544(N)    101 01 35.43727(W)     ADJUSTED  
 AB4120* NAVD 88     -       957.9    (meters)    3143.     (feet)  GPS OBS   
 AB4120  ___________________________________________________________________
 AB4120  X           -    -927,941.742 (meters)                     COMP
 AB4120  Y           -  -4,762,081.648 (meters)                     COMP
 AB4120  Z           -   4,127,861.822 (meters)                     COMP
 AB4120  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 AB4120  ELLIP HEIGHT-         935.01  (meters)          (09/24/01) GPS OBS
 AB4120  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AB4120
 AB4120  HORZ ORDER  -  B
 AB4120  ELLP ORDER  -  FOURTH    CLASS I
 AB4120
 AB4120.The horizontal coordinates were established by GPS observations
 AB4120.and adjusted by the National Geodetic Survey in June 1996..
 AB4120
 AB4120.The orthometric height was determined by GPS observations and a
 AB4120.high-resolution geoid model.
 AB4120
 AB4120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4120
 AB4120.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4120
 AB4120.The ellipsoidal height was determined by GPS observations
 AB4120.and is referenced to NAD 83.
 AB4120
 AB4120.The geoid height was determined by GEOID03.
 AB4120
 AB4120;                    North         East     Units Scale Factor Converg.
 AB4120;SPC NE       -    83,605.674   413,111.156   MT  0.99978755   -0 40 49.0
 AB4120;UTM  14      - 4,494,295.999   328,488.858   MT  0.99996209   -1 19 07.1
 AB4120
 AB4120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4120!SPC NE       -   0.99985335  x   0.99978755  =   0.99964093
 AB4120!UTM  14      -   0.99985335  x   0.99996209  =   0.99981544
 AB4120
 AB4120                          SUPERSEDED SURVEY CONTROL
 AB4120
 AB4120  ELLIP H (06/25/96)  935.06   (m)                       GP(       ) 1 1
 AB4120
 AB4120.Superseded values are not recommended for survey control.
 AB4120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4120.See file dsdata.txt to determine how the superseded data were derived.
 AB4120
 AB4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK2848994296(NAD 83)
 AB4120_MARKER: DB = BENCH MARK DISK
 AB4120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4120_STAMPING: 6 JLK 1973 RESET 1977
 AB4120_MARK LOGO: USGS  
 AB4120_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB4120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4120+STABILITY: SURFACE MOTION
 AB4120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4120+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1995
 AB4120
 AB4120  HISTORY     - Date     Condition        Report By
 AB4120  HISTORY     - 1977     MONUMENTED       USGS
 AB4120  HISTORY     - 19950719 GOOD             NGS
 AB4120
 AB4120                          STATION DESCRIPTION
 AB4120
 AB4120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4120'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) NORTH OF HAYES CENTER, ON THE
 AB4120'WEST RIGHT-OF-WAY OF STATE HIGHWAY 25 AND NEAR THE SOUTHEAST CORNER,
 AB4120'SEC11, T7N, R33W.  TO REACH THE MARK FROM THE POST OFFICE IN HAYES
 AB4120'CENTER, GO WEST ON A PAVED ROAD FOR 0.25 MI (0.40 KM) TO STATE HIGHWAY
 AB4120'25.  TURN RIGHT AND GO NORTH ON HIGHWAY 25 FOR 4.95 MI (7.97 KM) TO
 AB4120'THE MARK ON THE LEFT, AT A SECTION LINE FENCE.  THE DISK IS SET INTO
 AB4120'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.5 FT
 AB4120'(15.2 CM) BELOW THE GROUND SURFACE.  IT IS 64.0 FT (19.5 M) WEST OF
 AB4120'THE CENTERLINE OF THE HIGHWAY, 31.4 FT (9.6 M) EAST-NORTHEAST OF A
 AB4120'BURIED CABLE MARKER POLE, 4.6 FT (1.4 M) NORTHEAST OF A UTILITY POLE,
 AB4120'2.6 FT (0.8 M) NORTH OF A FIBERGLASS WITNESS POST, 1.8 FT (0.5 M) EAST
 AB4120'OF THE WEST RIGHT-OF-WAY FENCE, 1.3 FT (0.4 M) EAST OF A METAL WITNESS
 AB4120'POST, 1.5 FT (0.5 M) NORTH OF THE SECTION LINE FENCE LEADING WEST, IN
 AB4120'LINE WITH THE SECTION FENCE LEADING EAST AND IS ABOUT 5 FT (1.5 M)
 AB4120'HIGHER THAN THE HIGHWAY. REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE
 AB4120'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9646 ***********************************************************************
 DG9646  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9646  DESIGNATION -  6 RGW
 DG9646  PID         -  DG9646
 DG9646  STATE/COUNTY-  NE/LANCASTER
 DG9646  USGS QUAD   -  FIRTH (1965)
 DG9646
 DG9646                         *CURRENT SURVEY CONTROL
 DG9646  ___________________________________________________________________
 DG9646* NAD 83(1995)-  40 33 21.27404(N)    096 30 04.44206(W)     ADJUSTED  
 DG9646* NAVD 88     -       413.15   (meters)    1355.5    (feet)  GPS OBS   
 DG9646  ___________________________________________________________________
 DG9646  X           -    -549,489.706 (meters)                     COMP
 DG9646  Y           -  -4,821,886.002 (meters)                     COMP
 DG9646  Z           -   4,125,330.041 (meters)                     COMP
 DG9646  LAPLACE CORR-          -8.57  (seconds)                    DEFLEC99
 DG9646  ELLIP HEIGHT-         386.31  (meters)          (03/30/05) GPS OBS
 DG9646  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DG9646
 DG9646  HORZ ORDER  -  B
 DG9646  ELLP ORDER  -  THIRD     CLASS I
 DG9646
 DG9646.The horizontal coordinates were established by GPS observations
 DG9646.and adjusted by the National Geodetic Survey in March 2005..
 DG9646
 DG9646.The orthometric height was determined by GPS observations and a
 DG9646.high-resolution geoid model using precise GPS observation and
 DG9646.processing techniques.
 DG9646
 DG9646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9646
 DG9646.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9646
 DG9646.The ellipsoidal height was determined by GPS observations
 DG9646.and is referenced to NAD 83.
 DG9646
 DG9646.The geoid height was determined by GEOID03.
 DG9646
 DG9646;                    North         East     Units Scale Factor Converg.
 DG9646;SPC NE       -    86,221.552   796,194.559   MT  0.99979482   +2 19 07.0
 DG9646;UTM  14      - 4,492,461.286   711,564.708   MT  1.00015098   +1 37 31.0
 DG9646
 DG9646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9646!SPC NE       -   0.99993940  x   0.99979482  =   0.99973424
 DG9646!UTM  14      -   0.99993940  x   1.00015098  =   1.00009037
 DG9646
 DG9646                          SUPERSEDED SURVEY CONTROL
 DG9646
 DG9646.No superseded survey control is available for this station.
 DG9646
 DG9646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1156592461(NAD 83)
 DG9646_MARKER: DS = TRIANGULATION STATION DISK
 DG9646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9646_STAMPING: 6 RGW 1964
 DG9646_PROJECTION: PROJECTING 30 CENTIMETERS
 DG9646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9646+STABILITY: SURFACE MOTION
 DG9646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9646+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2001
 DG9646
 DG9646  HISTORY     - Date     Condition        Report By
 DG9646  HISTORY     - 1964     MONUMENTED       NEDR
 DG9646  HISTORY     - 20010828 GOOD             NEDR
 DG9646
 DG9646                          STATION DESCRIPTION
 DG9646
 DG9646'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2001 (RS)
 DG9646'THE STATION IS LOCATED 0.5 MILES EAST AND 3 MILES SOUTH OF PANAMA, NE.
 DG9646'TO REACH THE STATION FROM THE JCT. HWY. 2 AND HWY. 43 (NORTH OF
 DG9646'BENNET) GO SOUTH ON  HWY. 43 APPROX. 10.8 MILES TO THE POINT.
 DG9646' 
 DG9646'THE MARK IS IN THE SW QUARTER OF SECTION 23, T-7-N, R-8-E.
 DG9646' 
 DG9646'THE STATION IS NORTH OF CENTERLINE OF PELLA ROAD, 6.2 FEET SOUTH OF IN
 DG9646'LINE WITH FENCE  LINE EAST, 2.20 FEET SW OF TOP OF WITNESS POST USGS,
 DG9646'36.84 FEET NW OF NAIL IN BLAZED 8 INCH  COTTONWOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0460 ***********************************************************************
 LJ0460  DESIGNATION -  6 S RM
 LJ0460  PID         -  LJ0460
 LJ0460  STATE/COUNTY-  NE/RED WILLOW
 LJ0460  USGS QUAD   -  MC COOK WEST (1983)
 LJ0460
 LJ0460                         *CURRENT SURVEY CONTROL
 LJ0460  ___________________________________________________________________
 LJ0460* NAD 83(1995)-  40 14 07.37620(N)    100 43 20.56111(W)     ADJUSTED  
 LJ0460* NAVD 88     -       769.     (meters)    2523.     (feet)  SCALED    
 LJ0460  ___________________________________________________________________
 LJ0460  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LJ0460  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 LJ0460
 LJ0460  HORZ ORDER  -  SECOND
 LJ0460
 LJ0460.The horizontal coordinates were established by classical geodetic methods
 LJ0460.and adjusted by the National Geodetic Survey in August 1997..
 LJ0460
 LJ0460.The orthometric height was scaled from a topographic map.
 LJ0460
 LJ0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0460
 LJ0460.The geoid height was determined by GEOID03.
 LJ0460
 LJ0460;                    North         East     Units Scale Factor Converg.
 LJ0460;SPC NE       -    44,897.815   438,532.426   MT  0.99990188   -0 28 43.4
 LJ0460;UTM  14      - 4,455,305.626   353,480.682   MT  0.99986427   -1 06 45.8
 LJ0460
 LJ0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0460!SPC NE       -   0.99988306  x   0.99990188  =   0.99978495
 LJ0460!UTM  14      -   0.99988306  x   0.99986427  =   0.99974735
 LJ0460
 LJ0460                          SUPERSEDED SURVEY CONTROL
 LJ0460
 LJ0460  NAD 83(1986)-  40 14 07.38032(N)    100 43 20.56690(W) AD(       ) 2
 LJ0460  NAD 27      -  40 14 07.37688(N)    100 43 19.00548(W) AD(       ) 2
 LJ0460
 LJ0460.Superseded values are not recommended for survey control.
 LJ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0460.See file dsdata.txt to determine how the superseded data were derived.
 LJ0460
 LJ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5348155306(NAD 83)
 LJ0460_MARKER: DD = SURVEY DISK
 LJ0460_SETTING: 0 = UNSPECIFIED SETTING
 LJ0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0460
 LJ0460  HISTORY     - Date     Condition        Report By
 LJ0460  HISTORY     - 1951     MONUMENTED       CGS
 LJ0460
 LJ0460                          STATION DESCRIPTION
 LJ0460
 LJ0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LJ0460'A U.S. CADASTRAL SURVEY MARK WAS USED FOR REFERENCE MARK NUMBER
 LJ0460'3.  IT IS A STANDARD U.S. CADASTRAL SURVEY MARK RIVETED ON THE
 LJ0460'TOP OF A 3 INCH IRON PIPE.  IT IS STAMPED S 16 R.M. 49.5 FT.
 LJ0460'AND PROJECTS 6 INCHES.
 LJ0460'
 LJ0460'REFERENCE MARK NO. 3 IS 37 FEET SOUTH OF A POWER LINE POLE, 31
 LJ0460'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND
 LJ0460'1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 LJ0460'
 LJ0460'TO REACH THE STATION FROM THE POST OFFICE IN MC COOK, GO SOUTH
 LJ0460'ON A PAVED STREET FOR 0.15 MILE TO U.S. HIGHWAYS 6, 34 AND 83.
 LJ0460'TURN RIGHT AND GO WEST ON THE HIGHWAYS FOR 0.8 MILE TO THE
 LJ0460'POINT WHERE U.S. HIGHWAY 83 TURNS NORTH, CONTINUE WESTERLY
 LJ0460'ON U.S. HIGHWAYS 6 AND 34 FOR 4.5 MILES TO A CROSSROAD JUST
 LJ0460'EAST OF THE PERRY ELEVATORS.  TURN RIGHT AND GO NORTH ON A
 LJ0460'GRAVELED ROAD FOR 1.7 MILES TO THE STATION ON THE LEFT AS
 LJ0460'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0404 ***********************************************************************
 LG0404  DESIGNATION -  6.04
 LG0404  PID         -  LG0404
 LG0404  STATE/COUNTY-  NE/LANCASTER
 LG0404  USGS QUAD   -  EMERALD (1978)
 LG0404
 LG0404                         *CURRENT SURVEY CONTROL
 LG0404  ___________________________________________________________________
 LG0404* NAD 83(1986)-  40 48 49.     (N)    096 48 32.     (W)     SCALED    
 LG0404* NAVD 88     -       363.595  (meters)    1192.89   (feet)  ADJUSTED  
 LG0404  ___________________________________________________________________
 LG0404  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 LG0404  DYNAMIC HT  -         363.425 (meters)    1192.34  (feet)  COMP
 LG0404  MODELED GRAV-     980,146.7   (mgal)                       NAVD 88
 LG0404
 LG0404  VERT ORDER  -  SECOND    CLASS 0
 LG0404
 LG0404.The horizontal coordinates were scaled from a topographic map and have
 LG0404.an estimated accuracy of +/- 6 seconds.
 LG0404
 LG0404.The orthometric height was determined by differential leveling
 LG0404.and adjusted by the National Geodetic Survey in June 1991..
 LG0404.WARNING-Repeat measurements at this control monument indicate possible
 LG0404.vertical movement.
 LG0404
 LG0404.The geoid height was determined by GEOID03.
 LG0404
 LG0404.The dynamic height is computed by dividing the NAVD 88
 LG0404.geopotential number by the normal gravity value computed on the
 LG0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0404.degrees latitude (g = 980.6199 gals.).
 LG0404
 LG0404.The modeled gravity was interpolated from observed gravity values.
 LG0404
 LG0404;                    North         East    Units  Estimated Accuracy
 LG0404;SPC NE       -   113,810.      769,110.      MT  (+/- 180 meters Scaled)
 LG0404
 LG0404                          SUPERSEDED SURVEY CONTROL
 LG0404
 LG0404  NGVD 29 (??/??/92)  363.462  (m)         1192.46   (f) ADJ UNCH    2 0
 LG0404
 LG0404.Superseded values are not recommended for survey control.
 LG0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0404.See file dsdata.txt to determine how the superseded data were derived.
 LG0404
 LG0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL848203(NAD 83)
 LG0404_MARKER: DD = SURVEY DISK
 LG0404_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0404_SP_SET: BRIDGE ABUTMENT
 LG0404_STAMPING: CB+Q
 LG0404_MARK LOGO: CBQRR 
 LG0404_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0404+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1999
 LG0404
 LG0404  HISTORY     - Date     Condition        Report By
 LG0404  HISTORY     - UNK      MONUMENTED       CBQRR
 LG0404  HISTORY     - 1959     GOOD             NGS
 LG0404  HISTORY     - 1990     GOOD             USPSQD
 LG0404  HISTORY     - 19990517 POOR             NGS
 LG0404
 LG0404                          STATION DESCRIPTION
 LG0404
 LG0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LG0404'2 MI SE FROM EMERALD.
 LG0404'2.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0404'RAILROAD FROM THE STATION AT EMERALD, LANCASTER COUNTY, AT BRIDGE
 LG0404'6.04 OVER U.S. HIGHWAY 6, IN THE TOP OF THE SOUTHWEST CRONER OF THE
 LG0404'WEST ABUTMENT, 10.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT
 LG0404'4 FEET LOWER THAN THE TRACK.  A CHICAGO, BURLINGTON AND QUINCY
 LG0404'RAILROAD STATION DISK, STAMPED CB AND Q BM.
 LG0404
 LG0404                          STATION RECOVERY (1990)
 LG0404
 LG0404'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0404'RECOVERED IN GOOD CONDITION.
 LG0404
 LG0404                          STATION RECOVERY (1999)
 LG0404
 LG0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JAO)
 LG0404'THE OLD RAILROAD BRIDGE IS DETERIORATING BADLY AND WILL UNDER GO
 LG0404'REPAIRS.  THE BENCH MARK MAY NOT SURVIVE CONSTRUCTION, THEREFORE, A
 LG0404'NEW, RESET, BENCH MARK HAS BEEN ESTABLISHED ABOUT 0.4 KM (0.25 MI)
 LG0404'SOUTHWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1132 ***********************************************************************
 AI1132  DESIGNATION -  6.04 RESET
 AI1132  PID         -  AI1132
 AI1132  STATE/COUNTY-  NE/LANCASTER
 AI1132  USGS QUAD   -  EMERALD (1978)
 AI1132
 AI1132                         *CURRENT SURVEY CONTROL
 AI1132  ___________________________________________________________________
 AI1132* NAD 83(1986)-  40 48 39.     (N)    096 48 21.     (W)     SCALED    
 AI1132* NAVD 88     -       360.89   (meters)    1184.0    (feet)  RESET     
 AI1132  ___________________________________________________________________
 AI1132  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AI1132
 AI1132  VERT ORDER  -  THIRD
 AI1132
 AI1132.The horizontal coordinates were scaled from a topographic map and have
 AI1132.an estimated accuracy of +/- 6 seconds.
 AI1132
 AI1132.The orthometric height was computed from unverified reset data.
 AI1132.No vertical observational check was made to the station.
 AI1132
 AI1132.The geoid height was determined by GEOID03.
 AI1132
 AI1132;                    North         East    Units  Estimated Accuracy
 AI1132;SPC NE       -   113,510.      769,380.      MT  (+/- 180 meters Scaled)
 AI1132
 AI1132                          SUPERSEDED SURVEY CONTROL
 AI1132
 AI1132.No superseded survey control is available for this station.
 AI1132
 AI1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL850200(NAD 83)
 AI1132_MARKER: DV = VERTICAL CONTROL DISK
 AI1132_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI1132_SP_SET: BRIDGE ABUTMENT
 AI1132_STAMPING: 6.04 RESET 1999
 AI1132_MARK LOGO: NGS   
 AI1132_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1132+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2006
 AI1132
 AI1132  HISTORY     - Date     Condition        Report By
 AI1132  HISTORY     - 1999     MONUMENTED       NGS
 AI1132  HISTORY     - 20060205 GOOD             GEOCAC
 AI1132
 AI1132                          STATION DESCRIPTION
 AI1132
 AI1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (JAO)
 AI1132'THE BENCHMARK IS ABOUT 1.5 MI (2.4 KM) EAST OF EMERALD, 0.25 MI (0.40
 AI1132'KM) SOUTH OF U.S.HIGHWAY 6, IN A COUNTY ROAD BRIDGE OVER MIDDLE CREEK
 AI1132'AND IN THE NW1/4 SEC25, T10N, R5E.  TO REACH THE MARK FROM THE
 AI1132'INTERSECTION OF U.S.  HIGHWAY 6 AND SOUTHWEST 84TH STREET, IN EMERALD,
 AI1132'GO EAST ON HIGHWAY 6 FOR 1.40 MI (2.25 KM) TO AN OVERPASS BRIDGE FOR
 AI1132'THE BURLINGTON NORTHERN SANTA FE RAILROAD AND SOUTHWEST 63RD STREET ON
 AI1132'THE RIGHT.  TURN RIGHT AND GO SOUTHEAST AND SOUTH ON SOUTHWEST 63RD
 AI1132'STREET FOR 0.25 MI (0.40 KM) TO A CONCRETE BRIDGE OVER MIDDLE CREEK
 AI1132'AND THE BENCH MARK ON THE RIGHT, SET INTO A DRILLED HOLE IN THE TOP OF
 AI1132'THE WEST END OF THE NORTH ABUTMENT.  IT IS 17.0 FT (5.2 M) WEST OF THE
 AI1132'CENTERLINE OF THE BRIDGE, 0.8 FT (24.4 CM) SOUTHWEST OF A WITNESS POST
 AI1132'AND LEVEL WITH THE BRIDGE DECK.  THERE IS A REFERENCE BENCH MARK, A
 AI1132'NEBRASKA DEPARTMENT OF ROADS, 2-IN DIAMETER BRASS CAP, STAMPED- NDOR
 AI1132'6.04 RM - SET INTO THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF
 AI1132'THIS BRIDGE.
 AI1132
 AI1132                          STATION RECOVERY (2006)
 AI1132
 AI1132'RECOVERY NOTE BY GEOCACHING 2006 (MDF)
 AI1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1471 ***********************************************************************
 MK1471  DESIGNATION -  61
 MK1471  PID         -  MK1471
 MK1471  STATE/COUNTY-  NE/POLK
 MK1471  USGS QUAD   -  SILVER CREEK SE (1958)
 MK1471
 MK1471                         *CURRENT SURVEY CONTROL
 MK1471  ___________________________________________________________________
 MK1471* NAD 83(1986)-  41 16 23.     (N)    097 32 27.     (W)     SCALED    
 MK1471* NAVD 88     -       475.818  (meters)    1561.08   (feet)  ADJUSTED  
 MK1471  ___________________________________________________________________
 MK1471  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 MK1471  DYNAMIC HT  -         475.595 (meters)    1560.35  (feet)  COMP
 MK1471  MODELED GRAV-     980,139.1   (mgal)                       NAVD 88
 MK1471
 MK1471  VERT ORDER  -  SECOND    CLASS 0
 MK1471
 MK1471.The horizontal coordinates were scaled from a topographic map and have
 MK1471.an estimated accuracy of +/- 6 seconds.
 MK1471
 MK1471.The orthometric height was determined by differential leveling
 MK1471.and adjusted by the National Geodetic Survey in June 1991..
 MK1471
 MK1471.The geoid height was determined by GEOID03.
 MK1471
 MK1471.The dynamic height is computed by dividing the NAVD 88
 MK1471.geopotential number by the normal gravity value computed on the
 MK1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1471.degrees latitude (g = 980.6199 gals.).
 MK1471
 MK1471.The modeled gravity was interpolated from observed gravity values.
 MK1471
 MK1471;                    North         East    Units  Estimated Accuracy
 MK1471;SPC NE       -   162,780.      705,950.      MT  (+/- 180 meters Scaled)
 MK1471
 MK1471                          SUPERSEDED SURVEY CONTROL
 MK1471
 MK1471  NGVD 29 (??/??/92)  475.622  (m)         1560.44   (f) ADJ UNCH    2 0
 MK1471
 MK1471.Superseded values are not recommended for survey control.
 MK1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1471.See file dsdata.txt to determine how the superseded data were derived.
 MK1471
 MK1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL222700(NAD 83)
 MK1471_MARKER: DD = SURVEY DISK
 MK1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1471_STAMPING: 61
 MK1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1471+STABILITY: SURFACE MOTION
 MK1471
 MK1471  HISTORY     - Date     Condition        Report By
 MK1471  HISTORY     - UNK      MONUMENTED       NEGS
 MK1471  HISTORY     - 1950     GOOD             NGS
 MK1471
 MK1471                          STATION DESCRIPTION
 MK1471
 MK1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1471'7 MI N FROM OSCEOLA.
 MK1471'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1471'AT OSCEOLA, THENCE 1.8 MILES NORTH ALONG A GRAVELED ROAD,
 MK1471'THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 4.45
 MK1471'MILES NORTH ALONG A GRAVELED ROAD, 0.1 MILE NORTH OF A FARMHOUSE
 MK1471'WHICH IS ON THE WEST SIDE OF THE ROAD, 33 FEET EAST OF THE CENTER
 MK1471'LINE OF THE ROAD, 2 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A
 MK1471'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1471'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0509 ***********************************************************************
 LF0509  DESIGNATION -  6117+10
 LF0509  PID         -  LF0509
 LF0509  STATE/COUNTY-  NE/RICHARDSON
 LF0509  USGS QUAD   -  DAWSON (1965)
 LF0509
 LF0509                         *CURRENT SURVEY CONTROL
 LF0509  ___________________________________________________________________
 LF0509* NAD 83(1986)-  40 12 51.     (N)    095 45 43.     (W)     SCALED    
 LF0509* NAVD 88     -       295.706  (meters)     970.16   (feet)  ADJUSTED  
 LF0509  ___________________________________________________________________
 LF0509  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LF0509  DYNAMIC HT  -         295.544 (meters)     969.63  (feet)  COMP
 LF0509  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 LF0509
 LF0509  VERT ORDER  -  SECOND    CLASS 0
 LF0509
 LF0509.The horizontal coordinates were scaled from a topographic map and have
 LF0509.an estimated accuracy of +/- 6 seconds.
 LF0509
 LF0509.The orthometric height was determined by differential leveling
 LF0509.and adjusted by the National Geodetic Survey in June 1991..
 LF0509.WARNING-Repeat measurements at this control monument indicate possible
 LF0509.vertical movement.
 LF0509
 LF0509.The geoid height was determined by GEOID03.
 LF0509
 LF0509.The dynamic height is computed by dividing the NAVD 88
 LF0509.geopotential number by the normal gravity value computed on the
 LF0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0509.degrees latitude (g = 980.6199 gals.).
 LF0509
 LF0509.The modeled gravity was interpolated from observed gravity values.
 LF0509
 LF0509;                    North         East    Units  Estimated Accuracy
 LF0509;SPC NE       -    51,130.      860,590.      MT  (+/- 180 meters Scaled)
 LF0509
 LF0509                          SUPERSEDED SURVEY CONTROL
 LF0509
 LF0509  NGVD 29 (??/??/92)  295.631  (m)          969.92   (f) ADJ UNCH    2 0
 LF0509
 LF0509.Superseded values are not recommended for survey control.
 LF0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0509.See file dsdata.txt to determine how the superseded data were derived.
 LF0509
 LF0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE649551(NAD 83)
 LF0509_MARKER: B = BOLT
 LF0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0509_SP_SET: MILEPOST
 LF0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0509
 LF0509  HISTORY     - Date     Condition        Report By
 LF0509  HISTORY     - UNK      MONUMENTED       MPRR
 LF0509  HISTORY     - 1947     GOOD             NGS
 LF0509
 LF0509                          STATION DESCRIPTION
 LF0509
 LF0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0509'1.3 MI SE FROM STELLA.
 LF0509'1.3 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0509'STATION AT STELLA, ABOUT MIDWAY OF A FILL AND 153.0 FEET NORTHWEST
 LF0509'OF THE CENTER OF A LARGE CONCRETE CULVERT UNDER THE TRACK AT THE
 LF0509'CROSSING OF HOOSIER CREEK, 41.5 FEET WEST OF A TELEPHONE POLE
 LF0509'PAINTED 400, 7.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 LF0509'A COPPER BOLT SET IN THE TOP OF MISSOURI PACIFIC RAILROAD MILE
 LF0509'POST NO. 400 WHICH IS AN 8 X 8-INCH CONCRETE POST ABOUT THE
 LF0509'SAME ELEVATION AS THE TRACK AND PROJECTING 1.2 FOOT, IT ALSO HAS A
 LF0509'COPPER PLATE ON THE SOUTHWEST SIDE WHICH IS STAMPED MP 400 6117+10.
 LF0509'NOTE-- A CHECK WITH THE SECTION FOREMAN REVEALED THAT THE
 LF0509'RAILROAD MILEPOSTS WERE MOVED ABOUT 30 FEET A FEW YEARS AGO AND
 LF0509'THIS IS PROBABLY THE REASON FOR NO CHECK.  DATE OF MOVING COULD
 LF0509'NOT BE DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1470 ***********************************************************************
 MK1470  DESIGNATION -  62
 MK1470  PID         -  MK1470
 MK1470  STATE/COUNTY-  NE/POLK
 MK1470  USGS QUAD   -  SILVER CREEK SE (1958)
 MK1470
 MK1470                         *CURRENT SURVEY CONTROL
 MK1470  ___________________________________________________________________
 MK1470* NAD 83(1986)-  41 16 00.     (N)    097 32 55.     (W)     SCALED    
 MK1470* NAVD 88     -       474.692  (meters)    1557.39   (feet)  ADJUSTED  
 MK1470  ___________________________________________________________________
 MK1470  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 MK1470  DYNAMIC HT  -         474.468 (meters)    1556.65  (feet)  COMP
 MK1470  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 MK1470
 MK1470  VERT ORDER  -  SECOND    CLASS 0
 MK1470
 MK1470.The horizontal coordinates were scaled from a topographic map and have
 MK1470.an estimated accuracy of +/- 6 seconds.
 MK1470
 MK1470.The orthometric height was determined by differential leveling
 MK1470.and adjusted by the National Geodetic Survey in June 1991..
 MK1470
 MK1470.The geoid height was determined by GEOID03.
 MK1470
 MK1470.The dynamic height is computed by dividing the NAVD 88
 MK1470.geopotential number by the normal gravity value computed on the
 MK1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1470.degrees latitude (g = 980.6199 gals.).
 MK1470
 MK1470.The modeled gravity was interpolated from observed gravity values.
 MK1470
 MK1470;                    North         East    Units  Estimated Accuracy
 MK1470;SPC NE       -   162,050.      705,320.      MT  (+/- 180 meters Scaled)
 MK1470
 MK1470                          SUPERSEDED SURVEY CONTROL
 MK1470
 MK1470  NGVD 29 (??/??/92)  474.494  (m)         1556.74   (f) ADJ UNCH    2 0
 MK1470
 MK1470.Superseded values are not recommended for survey control.
 MK1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1470.See file dsdata.txt to determine how the superseded data were derived.
 MK1470
 MK1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL215693(NAD 83)
 MK1470_MARKER: DD = SURVEY DISK
 MK1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1470_STAMPING: 62
 MK1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1470+STABILITY: SURFACE MOTION
 MK1470
 MK1470  HISTORY     - Date     Condition        Report By
 MK1470  HISTORY     - UNK      MONUMENTED       NEGS
 MK1470  HISTORY     - 1950     GOOD             NGS
 MK1470
 MK1470                          STATION DESCRIPTION
 MK1470
 MK1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1470'9.4 MI SE FROM SILVER CREEK.
 MK1470'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1470'AT SILVER CREEK, THENCE 5.6 MILES EAST ALONG A GRAVELED ROAD,
 MK1470'THENCE 0.2 MILE NORTH ALONG A PRIVATE ROAD, 0.1 MILE SOUTH OF
 MK1470'A FARMHOUSE, 13 FEET WEST OF THE CENTER LINE OF THE ROAD, AT
 MK1470'THE NORTH END OF A ROW OF COTTONWOOD TREES WHICH AREA ON THE
 MK1470'WEST SIDE OF THE ROAD, 8.2 FEET NORTHEAST OF THE CENTER OF A
 MK1470'GATE, 60 FEET NORTH OF A FENCE CORNER, 6.5 FEET NORTH OF A
 MK1470'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1470'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0677 ***********************************************************************
 ML0677  DESIGNATION -  626
 ML0677  PID         -  ML0677
 ML0677  STATE/COUNTY-  NE/VALLEY
 ML0677  USGS QUAD   -  ARCADIA WEST (1978)
 ML0677
 ML0677                         *CURRENT SURVEY CONTROL
 ML0677  ___________________________________________________________________
 ML0677* NAD 83(1986)-  41 28 45.     (N)    099 11 31.     (W)     SCALED    
 ML0677* NAVD 88     -       672.342  (meters)    2205.84   (feet)  ADJUSTED  
 ML0677  ___________________________________________________________________
 ML0677  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 ML0677  DYNAMIC HT  -         672.003 (meters)    2204.73  (feet)  COMP
 ML0677  MODELED GRAV-     980,097.3   (mgal)                       NAVD 88
 ML0677
 ML0677  VERT ORDER  -  FIRST     CLASS II
 ML0677
 ML0677.The horizontal coordinates were scaled from a topographic map and have
 ML0677.an estimated accuracy of +/- 6 seconds.
 ML0677
 ML0677.The orthometric height was determined by differential leveling
 ML0677.and adjusted by the National Geodetic Survey in June 1991..
 ML0677
 ML0677.The geoid height was determined by GEOID03.
 ML0677
 ML0677.The dynamic height is computed by dividing the NAVD 88
 ML0677.geopotential number by the normal gravity value computed on the
 ML0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0677.degrees latitude (g = 980.6199 gals.).
 ML0677
 ML0677.The modeled gravity was interpolated from observed gravity values.
 ML0677
 ML0677;                    North         East    Units  Estimated Accuracy
 ML0677;SPC NE       -   183,040.      567,470.      MT  (+/- 180 meters Scaled)
 ML0677
 ML0677                          SUPERSEDED SURVEY CONTROL
 ML0677
 ML0677  NGVD 29 (??/??/92)  672.092  (m)         2205.02   (f) ADJ UNCH    1 2
 ML0677
 ML0677.Superseded values are not recommended for survey control.
 ML0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0677.See file dsdata.txt to determine how the superseded data were derived.
 ML0677
 ML0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML839919(NAD 83)
 ML0677_MARKER: DB = BENCH MARK DISK
 ML0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0677_STAMPING: 626
 ML0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0677+STABILITY: SURFACE MOTION
 ML0677
 ML0677  HISTORY     - Date     Condition        Report By
 ML0677  HISTORY     - UNK      MONUMENTED       NEGS
 ML0677  HISTORY     - 1950     GOOD             NGS
 ML0677
 ML0677                          STATION DESCRIPTION
 ML0677
 ML0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0677'4.6 MI NW FROM ARCADIA.
 ML0677'4.65 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0677'RAILROAD FROM THE STATION AT ARCADIA, 43 FEET SOUTHWEST OF THE
 ML0677'SOUTHWEST RAIL, 9 FEET SOUTHEAST OF THE 11TH POLE NORTHWEST OF
 ML0677'MILEPOST 58, 7 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A
 ML0677'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0589 ***********************************************************************
 ML0589  DESIGNATION -  632
 ML0589  PID         -  ML0589
 ML0589  STATE/COUNTY-  NE/CUSTER
 ML0589  USGS QUAD   -  COMSTOCK (1978)
 ML0589
 ML0589                         *CURRENT SURVEY CONTROL
 ML0589  ___________________________________________________________________
 ML0589* NAD 83(1986)-  41 33 23.     (N)    099 14 48.     (W)     SCALED    
 ML0589* NAVD 88     -       684.158  (meters)    2244.61   (feet)  ADJUSTED  
 ML0589  ___________________________________________________________________
 ML0589  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 ML0589  DYNAMIC HT  -         683.817 (meters)    2243.49  (feet)  COMP
 ML0589  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 ML0589
 ML0589  VERT ORDER  -  FIRST     CLASS II
 ML0589
 ML0589.The horizontal coordinates were scaled from a topographic map and have
 ML0589.an estimated accuracy of +/- 6 seconds.
 ML0589
 ML0589.The orthometric height was determined by differential leveling
 ML0589.and adjusted by the National Geodetic Survey in June 1991..
 ML0589
 ML0589.The geoid height was determined by GEOID03.
 ML0589
 ML0589.The dynamic height is computed by dividing the NAVD 88
 ML0589.geopotential number by the normal gravity value computed on the
 ML0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0589.degrees latitude (g = 980.6199 gals.).
 ML0589
 ML0589.The modeled gravity was interpolated from observed gravity values.
 ML0589
 ML0589;                    North         East    Units  Estimated Accuracy
 ML0589;SPC NE       -   191,580.      562,820.      MT  (+/- 180 meters Scaled)
 ML0589
 ML0589                          SUPERSEDED SURVEY CONTROL
 ML0589
 ML0589  NGVD 29 (??/??/92)  683.910  (m)         2243.79   (f) ADJ UNCH    1 2
 ML0589
 ML0589.Superseded values are not recommended for survey control.
 ML0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0589.See file dsdata.txt to determine how the superseded data were derived.
 ML0589
 ML0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM794005(NAD 83)
 ML0589_MARKER: DB = BENCH MARK DISK
 ML0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0589_STAMPING: 632
 ML0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0589+STABILITY: SURFACE MOTION
 ML0589
 ML0589  HISTORY     - Date     Condition        Report By
 ML0589  HISTORY     - UNK      MONUMENTED       NEGS
 ML0589  HISTORY     - 1950     GOOD             NGS
 ML0589
 ML0589                          STATION DESCRIPTION
 ML0589
 ML0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0589'AT COMSTOCK.
 ML0589'AT COMSTOCK, 149 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 ML0589'106, 67 FEET WEST OF THE NORTHWEST CORNER OF THE CHICAGO,
 ML0589'BURLINGTON AND QUINCY RAILROAD STATION, 44 FEET WEST OF THE WEST
 ML0589'RAIL OF THE RAILROAD, 7.6 FEET SOUTHEAST OF A TELEGRAPH POLE,
 ML0589'1 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0589'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0586 ***********************************************************************
 ML0586  DESIGNATION -  634
 ML0586  PID         -  ML0586
 ML0586  STATE/COUNTY-  NE/CUSTER
 ML0586  USGS QUAD   -  SARGENT SE (1978)
 ML0586
 ML0586                         *CURRENT SURVEY CONTROL
 ML0586  ___________________________________________________________________
 ML0586* NAD 83(1986)-  41 34 55.     (N)    099 15 46.     (W)     SCALED    
 ML0586* NAVD 88     -       687.829  (meters)    2256.65   (feet)  ADJUSTED  
 ML0586  ___________________________________________________________________
 ML0586  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 ML0586  DYNAMIC HT  -         687.489 (meters)    2255.54  (feet)  COMP
 ML0586  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 ML0586
 ML0586  VERT ORDER  -  FIRST     CLASS II
 ML0586
 ML0586.The horizontal coordinates were scaled from a topographic map and have
 ML0586.an estimated accuracy of +/- 6 seconds.
 ML0586
 ML0586.The orthometric height was determined by differential leveling
 ML0586.and adjusted by the National Geodetic Survey in June 1991..
 ML0586
 ML0586.The geoid height was determined by GEOID03.
 ML0586
 ML0586.The dynamic height is computed by dividing the NAVD 88
 ML0586.geopotential number by the normal gravity value computed on the
 ML0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0586.degrees latitude (g = 980.6199 gals.).
 ML0586
 ML0586.The modeled gravity was interpolated from observed gravity values.
 ML0586
 ML0586;                    North         East    Units  Estimated Accuracy
 ML0586;SPC NE       -   194,400.      561,460.      MT  (+/- 180 meters Scaled)
 ML0586
 ML0586                          SUPERSEDED SURVEY CONTROL
 ML0586
 ML0586  NGVD 29 (??/??/92)  687.582  (m)         2255.84   (f) ADJ UNCH    1 2
 ML0586
 ML0586.Superseded values are not recommended for survey control.
 ML0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0586.See file dsdata.txt to determine how the superseded data were derived.
 ML0586
 ML0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM780033(NAD 83)
 ML0586_MARKER: DB = BENCH MARK DISK
 ML0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0586_STAMPING: 634
 ML0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0586+STABILITY: SURFACE MOTION
 ML0586
 ML0586  HISTORY     - Date     Condition        Report By
 ML0586  HISTORY     - UNK      MONUMENTED       NEGS
 ML0586  HISTORY     - 1950     GOOD             NGS
 ML0586
 ML0586                          STATION DESCRIPTION
 ML0586
 ML0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0586'2 MI NW FROM COMSTOCK.
 ML0586'2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0586'RAILROAD FROM THE STATION AT COMSTOCK, 0.4 MILE NORTHWEST OF
 ML0586'MILEPOST 66, 277 FEET SOUTHEAST OF THE CORNER OF A GATE AND OF
 ML0586'A PRIVATE ROAD CROSSING, 46 FEET NORTHEAST OF THE NORTHEAST RAIL,
 ML0586'2.3 FEET SOUTHWEST OF A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS
 ML0586'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW
 ML0586'THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0585 ***********************************************************************
 ML0585  DESIGNATION -  635
 ML0585  PID         -  ML0585
 ML0585  STATE/COUNTY-  NE/CUSTER
 ML0585  USGS QUAD   -  SARGENT SE (1978)
 ML0585
 ML0585                         *CURRENT SURVEY CONTROL
 ML0585  ___________________________________________________________________
 ML0585* NAD 83(1986)-  41 35 22.     (N)    099 16 06.     (W)     SCALED    
 ML0585* NAVD 88     -       689.564  (meters)    2262.34   (feet)  ADJUSTED  
 ML0585  ___________________________________________________________________
 ML0585  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 ML0585  DYNAMIC HT  -         689.225 (meters)    2261.23  (feet)  COMP
 ML0585  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 ML0585
 ML0585  VERT ORDER  -  FIRST     CLASS II
 ML0585
 ML0585.The horizontal coordinates were scaled from a topographic map and have
 ML0585.an estimated accuracy of +/- 6 seconds.
 ML0585
 ML0585.The orthometric height was determined by differential leveling
 ML0585.and adjusted by the National Geodetic Survey in June 1991..
 ML0585
 ML0585.The geoid height was determined by GEOID03.
 ML0585
 ML0585.The dynamic height is computed by dividing the NAVD 88
 ML0585.geopotential number by the normal gravity value computed on the
 ML0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0585.degrees latitude (g = 980.6199 gals.).
 ML0585
 ML0585.The modeled gravity was interpolated from observed gravity values.
 ML0585
 ML0585;                    North         East    Units  Estimated Accuracy
 ML0585;SPC NE       -   195,230.      560,990.      MT  (+/- 180 meters Scaled)
 ML0585
 ML0585                          SUPERSEDED SURVEY CONTROL
 ML0585
 ML0585  NGVD 29 (??/??/92)  689.318  (m)         2261.54   (f) ADJ UNCH    1 2
 ML0585
 ML0585.Superseded values are not recommended for survey control.
 ML0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0585.See file dsdata.txt to determine how the superseded data were derived.
 ML0585
 ML0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM776042(NAD 83)
 ML0585_MARKER: DB = BENCH MARK DISK
 ML0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0585_STAMPING: 635
 ML0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0585+STABILITY: SURFACE MOTION
 ML0585
 ML0585  HISTORY     - Date     Condition        Report By
 ML0585  HISTORY     - UNK      MONUMENTED       NEGS
 ML0585  HISTORY     - 1950     GOOD             NGS
 ML0585
 ML0585                          STATION DESCRIPTION
 ML0585
 ML0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0585'2.6 MI NW FROM COMSTOCK.
 ML0585'2.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0585'RAILROAD FROM THE STATION AT COMSTOCK, 83 FEET SOUTHEAST OF A
 ML0585'FENCE CORNER, 46.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 37.6
 ML0585'FEET NORTHEAST OF MILEPOST 67, 2.4 FEET SOUTHWEST OF A FENCE,
 ML0585'2.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0585'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0504 ***********************************************************************
 LF0504  DESIGNATION -  6381+10
 LF0504  PID         -  LF0504
 LF0504  STATE/COUNTY-  NE/NEMAHA
 LF0504  USGS QUAD   -  HOWE (1966)
 LF0504
 LF0504                         *CURRENT SURVEY CONTROL
 LF0504  ___________________________________________________________________
 LF0504* NAD 83(1986)-  40 16 16.     (N)    095 49 11.     (W)     SCALED    
 LF0504* NAVD 88     -       306.944  (meters)    1007.03   (feet)  ADJUSTED  
 LF0504  ___________________________________________________________________
 LF0504  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LF0504  DYNAMIC HT  -         306.779 (meters)    1006.49  (feet)  COMP
 LF0504  MODELED GRAV-     980,081.8   (mgal)                       NAVD 88
 LF0504
 LF0504  VERT ORDER  -  SECOND    CLASS 0
 LF0504
 LF0504.The horizontal coordinates were scaled from a topographic map and have
 LF0504.an estimated accuracy of +/- 6 seconds.
 LF0504
 LF0504.The orthometric height was determined by differential leveling
 LF0504.and adjusted by the National Geodetic Survey in June 1991..
 LF0504
 LF0504.The geoid height was determined by GEOID03.
 LF0504
 LF0504.The dynamic height is computed by dividing the NAVD 88
 LF0504.geopotential number by the normal gravity value computed on the
 LF0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0504.degrees latitude (g = 980.6199 gals.).
 LF0504
 LF0504.The modeled gravity was interpolated from observed gravity values.
 LF0504
 LF0504;                    North         East    Units  Estimated Accuracy
 LF0504;SPC NE       -    57,200.      855,380.      MT  (+/- 180 meters Scaled)
 LF0504
 LF0504                          SUPERSEDED SURVEY CONTROL
 LF0504
 LF0504  NGVD 29 (??/??/92)  306.866  (m)         1006.78   (f) ADJ UNCH    2 0
 LF0504
 LF0504.Superseded values are not recommended for survey control.
 LF0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0504.See file dsdata.txt to determine how the superseded data were derived.
 LF0504
 LF0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE602616(NAD 83)
 LF0504_MARKER: R = RIVET
 LF0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0504_SP_SET: MILEPOST
 LF0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0504
 LF0504  HISTORY     - Date     Condition        Report By
 LF0504  HISTORY     - UNK      MONUMENTED       MPRR
 LF0504  HISTORY     - 1934     GOOD             NGS
 LF0504
 LF0504                          STATION DESCRIPTION
 LF0504
 LF0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LF0504'3.8 MI N FROM STELLA.
 LF0504'IN NEMAHA COUNTY, 3.8 MILES NORTH ALONG THE MISSOURI PACIFIC
 LF0504'RAILROAD FROM THE STATION AT STELLA, RICHARDSON COUNTY, AND AT
 LF0504'MILEPOST 405.  A RIVET, SET IN THE TOP OF THE CONCRETE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1407 ***********************************************************************
 MK1407  DESIGNATION -  65
 MK1407  PID         -  MK1407
 MK1407  STATE/COUNTY-  NE/PLATTE
 MK1407  USGS QUAD   -  MONROE (1958)
 MK1407
 MK1407                         *CURRENT SURVEY CONTROL
 MK1407  ___________________________________________________________________
 MK1407* NAD 83(1986)-  41 28 10.     (N)    097 31 08.     (W)     SCALED    
 MK1407* NAVD 88     -       454.727  (meters)    1491.88   (feet)  ADJUSTED  
 MK1407  ___________________________________________________________________
 MK1407  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 MK1407  DYNAMIC HT  -         454.527 (meters)    1491.23  (feet)  COMP
 MK1407  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 MK1407
 MK1407  VERT ORDER  -  SECOND    CLASS 0
 MK1407
 MK1407.The horizontal coordinates were scaled from a topographic map and have
 MK1407.an estimated accuracy of +/- 6 seconds.
 MK1407
 MK1407.The orthometric height was determined by differential leveling
 MK1407.and adjusted by the National Geodetic Survey in June 1991..
 MK1407
 MK1407.The geoid height was determined by GEOID03.
 MK1407
 MK1407.The dynamic height is computed by dividing the NAVD 88
 MK1407.geopotential number by the normal gravity value computed on the
 MK1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1407.degrees latitude (g = 980.6199 gals.).
 MK1407
 MK1407.The modeled gravity was interpolated from observed gravity values.
 MK1407
 MK1407;                    North         East    Units  Estimated Accuracy
 MK1407;SPC NE       -   184,620.      707,160.      MT  (+/- 180 meters Scaled)
 MK1407
 MK1407                          SUPERSEDED SURVEY CONTROL
 MK1407
 MK1407  NGVD 29 (??/??/92)  454.542  (m)         1491.28   (f) ADJ UNCH    2 0
 MK1407
 MK1407.Superseded values are not recommended for survey control.
 MK1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1407.See file dsdata.txt to determine how the superseded data were derived.
 MK1407
 MK1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL236919(NAD 83)
 MK1407_MARKER: DB = BENCH MARK DISK
 MK1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1407_STAMPING: 65
 MK1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1407+STABILITY: SURFACE MOTION
 MK1407
 MK1407  HISTORY     - Date     Condition        Report By
 MK1407  HISTORY     - UNK      MONUMENTED       NEGS
 MK1407  HISTORY     - 1950     GOOD             NGS
 MK1407
 MK1407                          STATION DESCRIPTION
 MK1407
 MK1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1407'AT OCONEE.
 MK1407'AT OCONEE, IN A PASTURE, 197 FEET SOUTHWEST OF THE SOUTHWEST
 MK1407'RAIL OF THE MAIN TRACK OF THE UNION PACIFIC RAILROAD, 191 FEET
 MK1407'SOUTHEAST OF A FENCE CORNER AT THE SOUTHEAST CORNER OF A GARDEN,
 MK1407'82 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.0 FOOT
 MK1407'NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 MK1407'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1600 ***********************************************************************
 MK1600  DESIGNATION -  66
 MK1600  PID         -  MK1600
 MK1600  STATE/COUNTY-  NE/PLATTE
 MK1600  USGS QUAD   -  MONROE (1958)
 MK1600
 MK1600                         *CURRENT SURVEY CONTROL
 MK1600  ___________________________________________________________________
 MK1600* NAD 83(1986)-  41 28 25.     (N)    097 33 38.     (W)     SCALED    
 MK1600* NAVD 88     -       459.952  (meters)    1509.03   (feet)  ADJUSTED  
 MK1600  ___________________________________________________________________
 MK1600  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 MK1600  DYNAMIC HT  -         459.747 (meters)    1508.35  (feet)  COMP
 MK1600  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 MK1600
 MK1600  VERT ORDER  -  SECOND    CLASS 0
 MK1600
 MK1600.The horizontal coordinates were scaled from a topographic map and have
 MK1600.an estimated accuracy of +/- 6 seconds.
 MK1600
 MK1600.The orthometric height was determined by differential leveling
 MK1600.and adjusted by the National Geodetic Survey in June 1991..
 MK1600
 MK1600.The geoid height was determined by GEOID03.
 MK1600
 MK1600.The dynamic height is computed by dividing the NAVD 88
 MK1600.geopotential number by the normal gravity value computed on the
 MK1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1600.degrees latitude (g = 980.6199 gals.).
 MK1600
 MK1600.The modeled gravity was interpolated from observed gravity values.
 MK1600
 MK1600;                    North         East    Units  Estimated Accuracy
 MK1600;SPC NE       -   184,990.      703,670.      MT  (+/- 180 meters Scaled)
 MK1600
 MK1600                          SUPERSEDED SURVEY CONTROL
 MK1600
 MK1600  NGVD 29 (??/??/92)  459.765  (m)         1508.41   (f) ADJ UNCH    2 0
 MK1600
 MK1600.Superseded values are not recommended for survey control.
 MK1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1600.See file dsdata.txt to determine how the superseded data were derived.
 MK1600
 MK1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL201923(NAD 83)
 MK1600_MARKER: DD = SURVEY DISK
 MK1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1600_STAMPING: 66
 MK1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1600+STABILITY: SURFACE MOTION
 MK1600
 MK1600  HISTORY     - Date     Condition        Report By
 MK1600  HISTORY     - UNK      MONUMENTED       NEGS
 MK1600  HISTORY     - 1950     GOOD             NGS
 MK1600  HISTORY     - 1979     GOOD             NGS
 MK1600
 MK1600                          STATION DESCRIPTION
 MK1600
 MK1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1600'2.1 MI E FROM MONROE.
 MK1600'0.1 MILE NORTH ALONG MAIN STREET FROM THE UNION PACIFIC RAILROAD
 MK1600'STATION AT MONROE, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY
 MK1600'22, ABOUT 250 FEET SOUTH OF THE HIGHWAY, 89 FEET WEST OF THE
 MK1600'CENTER LINE OF A NORTH-SOUTH ROAD LEADING TO THE MONROE ALFALFA
 MK1600'MILL, 78 FEET NORTHWEST OF THE CENTER OF A RAILWAY SWITCH STAND,
 MK1600'43 FEET NORTHEAST OF THE FIRST TELEPHONE POLE EAST OF A RAILWAY
 MK1600'CROSSING, 46.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 MK1600'1.0 FOOT WEST OF A REFERENCE POST, 1.0 FOOT SOUTH OF A FENCE,
 MK1600'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MK1600'SURFACE OF THE GROUND.
 MK1600
 MK1600                          STATION RECOVERY (1979)
 MK1600
 MK1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MK1600'AS PREVIOUSLY DESCRIBED WITH THE EXCEPTION IT IS EAST OF THE ROAD
 MK1600'RATHER THAN WEST AS STATED IN THE ORIGINAL DESCRIPTION. MARK IS 93
 MK1600'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD AND 104 FEET
 MK1600'NORTHEAST OF A CROSSING. OLD WOOD WITNESS POST WAS REPLACED WITH A
 MK1600'METAL ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0701 ***********************************************************************
 ML0701  DESIGNATION -  661
 ML0701  PID         -  ML0701
 ML0701  STATE/COUNTY-  NE/CUSTER
 ML0701  USGS QUAD   -  ANSLEY (1978)
 ML0701
 ML0701                         *CURRENT SURVEY CONTROL
 ML0701  ___________________________________________________________________
 ML0701* NAD 83(1986)-  41 19 37.     (N)    099 27 38.     (W)     SCALED    
 ML0701* NAVD 88     -       720.298  (meters)    2363.18   (feet)  ADJUSTED  
 ML0701  ___________________________________________________________________
 ML0701  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 ML0701  DYNAMIC HT  -         719.920 (meters)    2361.94  (feet)  COMP
 ML0701  MODELED GRAV-     980,074.7   (mgal)                       NAVD 88
 ML0701
 ML0701  VERT ORDER  -  SECOND    CLASS 0
 ML0701
 ML0701.The horizontal coordinates were scaled from a topographic map and have
 ML0701.an estimated accuracy of +/- 6 seconds.
 ML0701
 ML0701.The orthometric height was determined by differential leveling
 ML0701.and adjusted by the National Geodetic Survey in June 1991..
 ML0701
 ML0701.The geoid height was determined by GEOID03.
 ML0701
 ML0701.The dynamic height is computed by dividing the NAVD 88
 ML0701.geopotential number by the normal gravity value computed on the
 ML0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0701.degrees latitude (g = 980.6199 gals.).
 ML0701
 ML0701.The modeled gravity was interpolated from observed gravity values.
 ML0701
 ML0701;                    North         East    Units  Estimated Accuracy
 ML0701;SPC NE       -   165,970.      545,150.      MT  (+/- 180 meters Scaled)
 ML0701
 ML0701                          SUPERSEDED SURVEY CONTROL
 ML0701
 ML0701  NGVD 29 (??/??/92)  720.057  (m)         2362.39   (f) ADJ UNCH    2 0
 ML0701
 ML0701.Superseded values are not recommended for survey control.
 ML0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0701.See file dsdata.txt to determine how the superseded data were derived.
 ML0701
 ML0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML614751(NAD 83)
 ML0701_MARKER: DB = BENCH MARK DISK
 ML0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0701_STAMPING: 661
 ML0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0701+STABILITY: SURFACE MOTION
 ML0701
 ML0701  HISTORY     - Date     Condition        Report By
 ML0701  HISTORY     - UNK      MONUMENTED       CGS
 ML0701  HISTORY     - 1949     MARK NOT FOUND   NGS
 ML0701
 ML0701                          STATION DESCRIPTION
 ML0701
 ML0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0701'2.7 MI SE FROM BERWYN.
 ML0701'2.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0701'RAILROAD FROM THE STATION AT BERWYN, CUSTER COUNTY, 4-3/4 POLES
 ML0701'SOUTHEAST OF MILEPOST 165, 1-3/4 POLES NORTHWEST OF A CONCRETE
 ML0701'BRIDGE CROSSING A GRAVEL ROAD NORTH OF THE TRACK, 45 FEET
 ML0701'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 2 AND 45 FEET
 ML0701'NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STATE SURVEY
 ML0701'STANDARD DISK, STAMPED 661 AND SET IN THE TOP OF A CONCRETE
 ML0701'POST.  NOTE-- RAILROAD WAS REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1598 ***********************************************************************
 MK1598  DESIGNATION -  67
 MK1598  PID         -  MK1598
 MK1598  STATE/COUNTY-  NE/PLATTE
 MK1598  USGS QUAD   -  MONROE (1958)
 MK1598
 MK1598                         *CURRENT SURVEY CONTROL
 MK1598  ___________________________________________________________________
 MK1598* NAD 83(1986)-  41 28 22.     (N)    097 35 59.     (W)     SCALED    
 MK1598* NAVD 88     -       463.976  (meters)    1522.23   (feet)  ADJUSTED  
 MK1598  ___________________________________________________________________
 MK1598  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 MK1598  DYNAMIC HT  -         463.767 (meters)    1521.54  (feet)  COMP
 MK1598  MODELED GRAV-     980,158.5   (mgal)                       NAVD 88
 MK1598
 MK1598  VERT ORDER  -  SECOND    CLASS 0
 MK1598
 MK1598.The horizontal coordinates were scaled from a topographic map and have
 MK1598.an estimated accuracy of +/- 6 seconds.
 MK1598
 MK1598.The orthometric height was determined by differential leveling
 MK1598.and adjusted by the National Geodetic Survey in June 1991..
 MK1598
 MK1598.The geoid height was determined by GEOID03.
 MK1598
 MK1598.The dynamic height is computed by dividing the NAVD 88
 MK1598.geopotential number by the normal gravity value computed on the
 MK1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1598.degrees latitude (g = 980.6199 gals.).
 MK1598
 MK1598.The modeled gravity was interpolated from observed gravity values.
 MK1598
 MK1598;                    North         East    Units  Estimated Accuracy
 MK1598;SPC NE       -   184,800.      700,400.      MT  (+/- 180 meters Scaled)
 MK1598
 MK1598                          SUPERSEDED SURVEY CONTROL
 MK1598
 MK1598  NGVD 29 (??/??/92)  463.784  (m)         1521.60   (f) ADJ UNCH    2 0
 MK1598
 MK1598.Superseded values are not recommended for survey control.
 MK1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1598.See file dsdata.txt to determine how the superseded data were derived.
 MK1598
 MK1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL169921(NAD 83)
 MK1598_MARKER: DD = SURVEY DISK
 MK1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1598_STAMPING: 67
 MK1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1598+STABILITY: SURFACE MOTION
 MK1598
 MK1598  HISTORY     - Date     Condition        Report By
 MK1598  HISTORY     - UNK      MONUMENTED       NEGS
 MK1598  HISTORY     - 1950     GOOD             NGS
 MK1598
 MK1598                          STATION DESCRIPTION
 MK1598
 MK1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1598'AT MONROE.
 MK1598'AT MONROE, ALONG THE UNION PACIFIC RAILROAD, 131 FEET SOUTHWEST
 MK1598'OF THE INTERSECTION OF THE CENTER LINES OF A NORTH AND SOUTH
 MK1598'STREET AND THE RAILROAD, 129 FEET SOUTHEAST OF THE SOUTHWEST
 MK1598'CORNER OF THE RAILROAD STATION, 9 FEET WEST OF A POINT IN LINE
 MK1598'WITH THE EAST WALL OF THE STATION, 1 FOOT NORTH OF A FENCE, 0.7
 MK1598'FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1598'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1588 ***********************************************************************
 MK1588  DESIGNATION -  70
 MK1588  PID         -  MK1588
 MK1588  STATE/COUNTY-  NE/NANCE
 MK1588  USGS QUAD   -  GENOA (1958)
 MK1588
 MK1588                         *CURRENT SURVEY CONTROL
 MK1588  ___________________________________________________________________
 MK1588* NAD 83(1986)-  41 26 52.     (N)    097 43 47.     (W)     SCALED    
 MK1588* NAVD 88     -       481.099  (meters)    1578.41   (feet)  ADJUSTED  
 MK1588  ___________________________________________________________________
 MK1588  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 MK1588  DYNAMIC HT  -         480.876 (meters)    1577.67  (feet)  COMP
 MK1588  MODELED GRAV-     980,143.8   (mgal)                       NAVD 88
 MK1588
 MK1588  VERT ORDER  -  SECOND    CLASS 0
 MK1588
 MK1588.The horizontal coordinates were scaled from a topographic map and have
 MK1588.an estimated accuracy of +/- 6 seconds.
 MK1588
 MK1588.The orthometric height was determined by differential leveling
 MK1588.and adjusted by the National Geodetic Survey in June 1991..
 MK1588
 MK1588.The geoid height was determined by GEOID03.
 MK1588
 MK1588.The dynamic height is computed by dividing the NAVD 88
 MK1588.geopotential number by the normal gravity value computed on the
 MK1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1588.degrees latitude (g = 980.6199 gals.).
 MK1588
 MK1588.The modeled gravity was interpolated from observed gravity values.
 MK1588
 MK1588;                    North         East    Units  Estimated Accuracy
 MK1588;SPC NE       -   181,730.      689,630.      MT  (+/- 180 meters Scaled)
 MK1588
 MK1588                          SUPERSEDED SURVEY CONTROL
 MK1588
 MK1588  NGVD 29 (??/??/92)  480.892  (m)         1577.73   (f) ADJ UNCH    2 0
 MK1588
 MK1588.Superseded values are not recommended for survey control.
 MK1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1588.See file dsdata.txt to determine how the superseded data were derived.
 MK1588
 MK1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL061892(NAD 83)
 MK1588_MARKER: DD = SURVEY DISK
 MK1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1588_STAMPING: 70
 MK1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1588+STABILITY: SURFACE MOTION
 MK1588
 MK1588  HISTORY     - Date     Condition        Report By
 MK1588  HISTORY     - UNK      MONUMENTED       NEGS
 MK1588  HISTORY     - 1950     GOOD             NGS
 MK1588
 MK1588                          STATION DESCRIPTION
 MK1588
 MK1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1588'AT GENOA.
 MK1588'AT GENOA, ALONG THE UNION PACIFIC RAILROAD, IN THE RAILROAD
 MK1588'PARK, 117 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 105.3
 MK1588'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE RAILROAD STATION,
 MK1588'72.7 FEET NORTH OF THE NORTHEAST CORNER OF THE RAILROAD STATION,
 MK1588'1.0 FOOT WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 MK1588'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0786 ***********************************************************************
 LF0786  DESIGNATION -  7001+10
 LF0786  PID         -  LF0786
 LF0786  STATE/COUNTY-  NE/OTOE
 LF0786  USGS QUAD   -  PAUL (1966)
 LF0786
 LF0786                         *CURRENT SURVEY CONTROL
 LF0786  ___________________________________________________________________
 LF0786* NAD 83(1986)-  40 36 40.     (N)    095 53 56.     (W)     SCALED    
 LF0786* NAVD 88     -       339.425  (meters)    1113.60   (feet)  ADJUSTED  
 LF0786  ___________________________________________________________________
 LF0786  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LF0786  DYNAMIC HT  -         339.243 (meters)    1113.00  (feet)  COMP
 LF0786  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 LF0786
 LF0786  VERT ORDER  -  SECOND    CLASS 0
 LF0786
 LF0786.The horizontal coordinates were scaled from a topographic map and have
 LF0786.an estimated accuracy of +/- 6 seconds.
 LF0786
 LF0786.The orthometric height was determined by differential leveling
 LF0786.and adjusted by the National Geodetic Survey in June 1991..
 LF0786
 LF0786.The geoid height was determined by GEOID03.
 LF0786
 LF0786.The dynamic height is computed by dividing the NAVD 88
 LF0786.geopotential number by the normal gravity value computed on the
 LF0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0786.degrees latitude (g = 980.6199 gals.).
 LF0786
 LF0786.The modeled gravity was interpolated from observed gravity values.
 LF0786
 LF0786;                    North         East    Units  Estimated Accuracy
 LF0786;SPC NE       -    94,580.      846,860.      MT  (+/- 180 meters Scaled)
 LF0786
 LF0786                          SUPERSEDED SURVEY CONTROL
 LF0786
 LF0786  NGVD 29 (??/??/92)  339.317  (m)         1113.24   (f) ADJ UNCH    2 0
 LF0786
 LF0786.Superseded values are not recommended for survey control.
 LF0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0786.See file dsdata.txt to determine how the superseded data were derived.
 LF0786
 LF0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE547996(NAD 83)
 LF0786_MARKER: R = RIVET
 LF0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0786_SP_SET: CONCRETE MILEPOST
 LF0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0786
 LF0786  HISTORY     - Date     Condition        Report By
 LF0786  HISTORY     - UNK      MONUMENTED       MPRR
 LF0786  HISTORY     - 1953     GOOD             NGS
 LF0786
 LF0786                          STATION DESCRIPTION
 LF0786
 LF0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LF0786'1.1 MI N FROM PAUL.
 LF0786'1.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0786'STATION AT PAUL, OTOE COUNTY, AND AT MILEPOST 430.  A RIVET,
 LF0786'SET IN THE TOP OF THE CONCRETE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0790 ***********************************************************************
 LF0790  DESIGNATION -  7437/10 RESET
 LF0790  PID         -  LF0790
 LF0790  STATE/COUNTY-  NE/OTOE
 LF0790  USGS QUAD   -  PAUL (1966)
 LF0790
 LF0790                         *CURRENT SURVEY CONTROL
 LF0790  ___________________________________________________________________
 LF0790* NAD 83(1986)-  40 32 29.     (N)    095 52 38.     (W)     SCALED    
 LF0790* NAVD 88     -       314.044  (meters)    1030.33   (feet)  ADJUSTED  
 LF0790  ___________________________________________________________________
 LF0790  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LF0790  DYNAMIC HT  -         313.877 (meters)    1029.78  (feet)  COMP
 LF0790  MODELED GRAV-     980,085.8   (mgal)                       NAVD 88
 LF0790
 LF0790  VERT ORDER  -  SECOND    CLASS 0
 LF0790
 LF0790.The horizontal coordinates were scaled from a topographic map and have
 LF0790.an estimated accuracy of +/- 6 seconds.
 LF0790
 LF0790.The orthometric height was determined by differential leveling
 LF0790.and adjusted by the National Geodetic Survey in June 1991..
 LF0790
 LF0790.The geoid height was determined by GEOID03.
 LF0790
 LF0790.The dynamic height is computed by dividing the NAVD 88
 LF0790.geopotential number by the normal gravity value computed on the
 LF0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0790.degrees latitude (g = 980.6199 gals.).
 LF0790
 LF0790.The modeled gravity was interpolated from observed gravity values.
 LF0790
 LF0790;                    North         East    Units  Estimated Accuracy
 LF0790;SPC NE       -    86,940.      849,060.      MT  (+/- 180 meters Scaled)
 LF0790
 LF0790                          SUPERSEDED SURVEY CONTROL
 LF0790
 LF0790  NGVD 29 (??/??/92)  313.944  (m)         1030.00   (f) ADJ UNCH    2 0
 LF0790
 LF0790.Superseded values are not recommended for survey control.
 LF0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0790.See file dsdata.txt to determine how the superseded data were derived.
 LF0790
 LF0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE563918(NAD 83)
 LF0790_MARKER: R = RIVET
 LF0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0790_SP_SET: CONCRETE MILEPOST
 LF0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0790
 LF0790  HISTORY     - Date     Condition        Report By
 LF0790  HISTORY     - UNK      MONUMENTED       CGS
 LF0790  HISTORY     - 1947     GOOD             NGS
 LF0790
 LF0790                          STATION DESCRIPTION
 LF0790
 LF0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0790'1.3 MI N FROM JULIAN.
 LF0790'1.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0790'STATION AT JULIAN, 83.0 FEET NORTH OF SEMAPHORE NO. 425.0,
 LF0790'38.0 FEET SOUTH OF MILEPOST NO. 425, 27.0 FEET EAST OF THE EAST
 LF0790'RAIL OF THE MISSOURI PACIFIC RAILROAD TRACKS, 6.0 FEET ABOVE
 LF0790'THE LEVEL OF THE TRACK.  A RIVET SET IN THE TOP OF A CONCRETE
 LF0790'MILEPOST WHICH PROJECTS 3.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0082 ***********************************************************************
 MN0082  DESIGNATION -  74.58
 MN0082  PID         -  MN0082
 MN0082  STATE/COUNTY-  NE/CHEYENNE
 MN0082  USGS QUAD   -  SIDNEY (1972)
 MN0082
 MN0082                         *CURRENT SURVEY CONTROL
 MN0082  ___________________________________________________________________
 MN0082* NAD 83(1986)-  41 08 42.     (N)    102 57 48.     (W)     SCALED    
 MN0082* NAVD 88     -      1250.892  (meters)    4103.97   (feet)  ADJUSTED  
 MN0082  ___________________________________________________________________
 MN0082  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 MN0082  DYNAMIC HT  -        1250.016 (meters)    4101.09  (feet)  COMP
 MN0082  MODELED GRAV-     979,880.2   (mgal)                       NAVD 88
 MN0082
 MN0082  VERT ORDER  -  FIRST     CLASS II
 MN0082
 MN0082.The horizontal coordinates were scaled from a topographic map and have
 MN0082.an estimated accuracy of +/- 6 seconds.
 MN0082
 MN0082.The orthometric height was determined by differential leveling
 MN0082.and adjusted by the National Geodetic Survey in June 1991..
 MN0082
 MN0082.The geoid height was determined by GEOID03.
 MN0082
 MN0082.The dynamic height is computed by dividing the NAVD 88
 MN0082.geopotential number by the normal gravity value computed on the
 MN0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0082.degrees latitude (g = 980.6199 gals.).
 MN0082
 MN0082.The modeled gravity was interpolated from observed gravity values.
 MN0082
 MN0082;                    North         East    Units  Estimated Accuracy
 MN0082;SPC NE       -   149,890.      251,360.      MT  (+/- 180 meters Scaled)
 MN0082
 MN0082                          SUPERSEDED SURVEY CONTROL
 MN0082
 MN0082  NGVD 29 (??/??/92) 1250.300  (m)         4102.03   (f) ADJ UNCH    1 2
 MN0082
 MN0082.Superseded values are not recommended for survey control.
 MN0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0082.See file dsdata.txt to determine how the superseded data were derived.
 MN0082
 MN0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF709568(NAD 83)
 MN0082_MARKER: R = RIVET
 MN0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0082_SP_SET: PIER
 MN0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0082
 MN0082  HISTORY     - Date     Condition        Report By
 MN0082  HISTORY     - UNK      MONUMENTED       CGS
 MN0082  HISTORY     - 1934     GOOD             NGS
 MN0082  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0082
 MN0082                          STATION DESCRIPTION
 MN0082
 MN0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0082'0.9 MI E FROM SIDNEY.
 MN0082'0.9 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0082'FROM THE STATION AT SIDNEY, CHEYENNE COUNTY, AT BRIDGE 74.58
 MN0082'OVER U.S. HIGHWAY 30, AND IN THE TOP OF THE WEST END OF THE NORTH
 MN0082'CONCRETE PIER.  A STANDARD MONEL-METAL RIVET.
 MN0082
 MN0082                          STATION RECOVERY (1985)
 MN0082
 MN0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0082'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0783 ***********************************************************************
 LF0783  DESIGNATION -  7965+10
 LF0783  PID         -  LF0783
 LF0783  STATE/COUNTY-  NE/OTOE
 LF0783  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0783
 LF0783                         *CURRENT SURVEY CONTROL
 LF0783  ___________________________________________________________________
 LF0783* NAD 83(1986)-  40 40 03.     (N)    095 51 34.     (W)     SCALED    
 LF0783* NAVD 88     -       297.599  (meters)     976.37   (feet)  ADJUSTED  
 LF0783  ___________________________________________________________________
 LF0783  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LF0783  DYNAMIC HT  -         297.442 (meters)     975.86  (feet)  COMP
 LF0783  MODELED GRAV-     980,090.4   (mgal)                       NAVD 88
 LF0783
 LF0783  VERT ORDER  -  SECOND    CLASS 0
 LF0783
 LF0783.The horizontal coordinates were scaled from a topographic map and have
 LF0783.an estimated accuracy of +/- 6 seconds.
 LF0783
 LF0783.The orthometric height was determined by differential leveling
 LF0783.and adjusted by the National Geodetic Survey in June 1991..
 LF0783
 LF0783.The geoid height was determined by GEOID03.
 LF0783
 LF0783.The dynamic height is computed by dividing the NAVD 88
 LF0783.geopotential number by the normal gravity value computed on the
 LF0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0783.degrees latitude (g = 980.6199 gals.).
 LF0783
 LF0783.The modeled gravity was interpolated from observed gravity values.
 LF0783
 LF0783;                    North         East    Units  Estimated Accuracy
 LF0783;SPC NE       -   101,000.      849,900.      MT  (+/- 180 meters Scaled)
 LF0783
 LF0783                          SUPERSEDED SURVEY CONTROL
 LF0783
 LF0783  NGVD 29 (??/??/92)  297.492  (m)          976.02   (f) ADJ UNCH    2 0
 LF0783
 LF0783.Superseded values are not recommended for survey control.
 LF0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0783.See file dsdata.txt to determine how the superseded data were derived.
 LF0783
 LF0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF582057(NAD 83)
 LF0783_MARKER: R = RIVET
 LF0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0783_SP_SET: CONCRETE MILEPOST
 LF0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0783
 LF0783  HISTORY     - Date     Condition        Report By
 LF0783  HISTORY     - UNK      MONUMENTED       MPRR
 LF0783  HISTORY     - 1953     GOOD             NGS
 LF0783  HISTORY     - 20040405 MARK NOT FOUND   NEDR
 LF0783
 LF0783                          STATION DESCRIPTION
 LF0783
 LF0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LF0783'AT NEBRASKA CITY.
 LF0783'AT NEBRASKA CITY, OTOE COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 LF0783'AT MILEPOST 435, AT THE CROSSING OF U.S. HIGHWAY 75, 40 FEET
 LF0783'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 10 FEET SOUTH OF THE
 LF0783'CENTERLINE OF THE TRACK.  A RIVET, SET IN THE TOP OF THE CONCRETE
 LF0783'MILEPOST.
 LF0783
 LF0783                          STATION RECOVERY (2004)
 LF0783
 LF0783'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 LF0783'BELIEVED TO BE DESTROYED DUE TO NEW BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2719 ***********************************************************************
 AI2719  DESIGNATION -  8 34
 AI2719  PID         -  AI2719
 AI2719  STATE/COUNTY-  NE/JEFFERSON
 AI2719  USGS QUAD   -  REYNOLDS (1980)
 AI2719
 AI2719                         *CURRENT SURVEY CONTROL
 AI2719  ___________________________________________________________________
 AI2719* NAD 83(1986)-  40 03 36.     (N)    097 16 47.     (W)     SCALED    
 AI2719* NAVD 88     -       419.966  (meters)    1377.84   (feet)  ADJUSTED  
 AI2719  ___________________________________________________________________
 AI2719  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AI2719  DYNAMIC HT  -         419.722 (meters)    1377.04  (feet)  COMP
 AI2719  MODELED GRAV-     980,031.7   (mgal)                       NAVD 88
 AI2719
 AI2719  VERT ORDER  -  SECOND    CLASS I
 AI2719
 AI2719.The horizontal coordinates were scaled from a topographic map and have
 AI2719.an estimated accuracy of +/- 6 seconds.
 AI2719
 AI2719.The orthometric height was determined by differential leveling
 AI2719.and adjusted by the National Geodetic Survey in July 2002..
 AI2719
 AI2719.The geoid height was determined by GEOID03.
 AI2719
 AI2719.The dynamic height is computed by dividing the NAVD 88
 AI2719.geopotential number by the normal gravity value computed on the
 AI2719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2719.degrees latitude (g = 980.6199 gals.).
 AI2719
 AI2719.The modeled gravity was interpolated from observed gravity values.
 AI2719
 AI2719;                    North         East    Units  Estimated Accuracy
 AI2719;SPC NE       -    28,820.      732,050.      MT  (+/- 180 meters Scaled)
 AI2719
 AI2719                          SUPERSEDED SURVEY CONTROL
 AI2719
 AI2719.No superseded survey control is available for this station.
 AI2719
 AI2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK467358(NAD 83)
 AI2719_MARKER: DD = SURVEY DISK
 AI2719_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI2719_SP_SET: CULVERT HEADWALL
 AI2719_STAMPING: 8 34
 AI2719_MARK LOGO: NEDR  
 AI2719_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2719+STABILITY: SURFACE MOTION
 AI2719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2719+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1999
 AI2719
 AI2719  HISTORY     - Date     Condition        Report By
 AI2719  HISTORY     - UNK      MONUMENTED       NEDR
 AI2719  HISTORY     - 19991117 GOOD             NGS
 AI2719
 AI2719                          STATION DESCRIPTION
 AI2719
 AI2719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2719'4.7 KM (2.90 MI) EASTERLY ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 AI2719'IN REYNOLDS, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE
 AI2719'SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 17.3 M (56.8
 AI2719'FT) SOUTH OF THE HIGHWAY, AND 4.O M BELOW THE LEVEL OF THE HIGHWAY.
 AI2719'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1499 ***********************************************************************
 LF1499  DESIGNATION -  8 D
 LF1499  PID         -  LF1499
 LF1499  STATE/COUNTY-  NE/RICHARDSON
 LF1499  USGS QUAD   -  KIMSEY CREEK (1981)
 LF1499
 LF1499                         *CURRENT SURVEY CONTROL
 LF1499  ___________________________________________________________________
 LF1499* NAD 83(1986)-  40 03 07.     (N)    095 09 55.     (W)     SCALED    
 LF1499* NAVD 88     -       267.39   (meters)     877.3    (feet)  RESET     
 LF1499  ___________________________________________________________________
 LF1499  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 LF1499
 LF1499  VERT ORDER  -  THIRD
 LF1499
 LF1499.The horizontal coordinates were scaled from a topographic map and have
 LF1499.an estimated accuracy of +/- 6 seconds.
 LF1499
 LF1499.The orthometric height was computed from unverified reset data.
 LF1499.No vertical observational check was made to the station.
 LF1499
 LF1499.The geoid height was determined by GEOID03.
 LF1499
 LF1499;                    North         East    Units  Estimated Accuracy
 LF1499;SPC NE       -    35,810.      912,320.      MT  (+/- 180 meters Scaled)
 LF1499
 LF1499                          SUPERSEDED SURVEY CONTROL
 LF1499
 LF1499  NGVD 29 (08/02/06)  267.32   (m)          877.0    (f) RESET       3  
 LF1499
 LF1499.Superseded values are not recommended for survey control.
 LF1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1499.See file dsdata.txt to determine how the superseded data were derived.
 LF1499
 LF1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE153357(NAD 83)
 LF1499_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LF1499_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 LF1499_SP_SET: DRIVEN INTO GROUND
 LF1499_MARK LOGO: NGS   
 LF1499_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LF1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1499+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LF1499
 LF1499  HISTORY     - Date     Condition        Report By
 LF1499  HISTORY     - 1986     MONUMENTED       NEDR
 LF1499
 LF1499                          STATION DESCRIPTION
 LF1499
 LF1499'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1986
 LF1499'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 73 AND 159, IN FALLS CITY,
 LF1499'GO EAST ON HIGHWAY 159 FOR 7.24 KM (4.50 MI) TO A CROSSROAD.  TURN
 LF1499'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.64 KM (0.40 MI) TO THE
 LF1499'NORTH END OF A BRIDGE OVER MUDDY CREEK AND THE MARK ON THE RIGHT,
 LF1499'54.56 M (179.0 FT) WEST FROM THE CENTERLINE OF THE ROAD, 2.1 M
 LF1499'(6.9 FT) NORTH FROM THE NORTH EDGE OF MUDDY CREEK AND 0.43 M (1.4 FT)
 LF1499'EAST FROM THE EAST FACE OF A LARGE COTTONWWOD TREE, A 6 FOOT STEEL U
 LF1499'POST, DRIVEN INTO THE GROUND AND WHICH PROJECTS 0.03 M (0.1 FT) ABOVE
 LF1499'THE GROUND SURFACE.
 LF1499'THIS MARK WAS ESTABLISHED FROM BENCH MARK F 267, PRIOR TO REPLACEMENT
 LF1499'OF THE BRIDGE OVER MUDDY CREEK, AND THEN BENCH MARK F 267 RESET WAS
 LF1499'ESTABLISHED IN THE NEW BRIDGE OVER MUDDY CREEK FROM BENCH MARK 8 D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9635 ***********************************************************************
 DG9635  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9635  DESIGNATION -  8 RGW
 DG9635  PID         -  DG9635
 DG9635  STATE/COUNTY-  NE/LANCASTER
 DG9635  USGS QUAD   -  BENNET (1972)
 DG9635
 DG9635                         *CURRENT SURVEY CONTROL
 DG9635  ___________________________________________________________________
 DG9635* NAD 83(1995)-  40 38 22.70719(N)    096 30 06.18697(W)     ADJUSTED  
 DG9635* NAVD 88     -       402.07   (meters)    1319.1    (feet)  GPS OBS   
 DG9635  ___________________________________________________________________
 DG9635  X           -    -548,844.408 (meters)                     COMP
 DG9635  Y           -  -4,815,861.239 (meters)                     COMP
 DG9635  Z           -   4,132,383.532 (meters)                     COMP
 DG9635  LAPLACE CORR-          -6.95  (seconds)                    DEFLEC99
 DG9635  ELLIP HEIGHT-         375.69  (meters)          (03/30/05) GPS OBS
 DG9635  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DG9635
 DG9635  HORZ ORDER  -  FIRST
 DG9635  ELLP ORDER  -  THIRD     CLASS I
 DG9635
 DG9635.The horizontal coordinates were established by GPS observations
 DG9635.and adjusted by the National Geodetic Survey in March 2005..
 DG9635
 DG9635.The orthometric height was determined by GPS observations and a
 DG9635.high-resolution geoid model using precise GPS observation and
 DG9635.processing techniques.
 DG9635
 DG9635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9635
 DG9635.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9635
 DG9635.The ellipsoidal height was determined by GPS observations
 DG9635.and is referenced to NAD 83.
 DG9635
 DG9635.The geoid height was determined by GEOID03.
 DG9635
 DG9635;                    North         East     Units Scale Factor Converg.
 DG9635;SPC NE       -    95,508.320   795,777.515   MT  0.99977191   +2 19 05.9
 DG9635;UTM  14      - 4,501,755.823   711,259.735   MT  1.00014938   +1 37 39.8
 DG9635
 DG9635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9635!SPC NE       -   0.99994107  x   0.99977191  =   0.99971299
 DG9635!UTM  14      -   0.99994107  x   1.00014938  =   1.00009044
 DG9635
 DG9635                          SUPERSEDED SURVEY CONTROL
 DG9635
 DG9635.No superseded survey control is available for this station.
 DG9635
 DG9635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1126001756(NAD 83)
 DG9635_MARKER: Z = SEE DESCRIPTION
 DG9635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9635_STAMPING: 8 RGW 1964
 DG9635_PROJECTION: PROJECTING 10 CENTIMETERS
 DG9635_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9635+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2002
 DG9635
 DG9635  HISTORY     - Date     Condition        Report By
 DG9635  HISTORY     - 20011212 MONUMENTED       USGS
 DG9635  HISTORY     - 20020512 GOOD             NEDR
 DG9635
 DG9635                          STATION DESCRIPTION
 DG9635
 DG9635'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2002 (JPR)
 DG9635'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1147 ***********************************************************************
 LH1147  DESIGNATION -  80 1
 LH1147  PID         -  LH1147
 LH1147  STATE/COUNTY-  NE/HALL
 LH1147  USGS QUAD   -  DONIPHAN (1993)
 LH1147
 LH1147                         *CURRENT SURVEY CONTROL
 LH1147  ___________________________________________________________________
 LH1147* NAD 83(1995)-  40 49 11.93101(N)    098 22 06.82861(W)     ADJUSTED  
 LH1147* NAVD 88     -       573.     (meters)    1880.     (feet)  SCALED    
 LH1147  ___________________________________________________________________
 LH1147  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LH1147  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 LH1147
 LH1147  HORZ ORDER  -  SECOND
 LH1147
 LH1147.The horizontal coordinates were established by classical geodetic methods
 LH1147.and adjusted by the National Geodetic Survey in August 1997..
 LH1147
 LH1147.The orthometric height was scaled from a topographic map.
 LH1147
 LH1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1147
 LH1147.The geoid height was determined by GEOID03.
 LH1147
 LH1147;                    North         East     Units Scale Factor Converg.
 LH1147;SPC NE       -   110,843.300   637,588.622   MT  0.99972971   +1 04 52.1
 LH1147;UTM  14      - 4,518,965.348   553,249.159   MT  0.99963490   +0 24 46.0
 LH1147
 LH1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1147!SPC NE       -   0.99991402  x   0.99972971  =   0.99964376
 LH1147!UTM  14      -   0.99991402  x   0.99963490  =   0.99954895
 LH1147
 LH1147:                Primary Azimuth Mark                     Grid Az
 LH1147:SPC NE       -  80 1 AZ MK                               179 00 11.6
 LH1147:UTM  14      -  80 1 AZ MK                               179 40 17.7
 LH1147
 LH1147|---------------------------------------------------------------------|
 LH1147| PID    Reference Object                     Distance      Geod. Az  |
 LH1147|                                                           dddmmss.s |
 LH1147| LH1148 80 1 AZ MK                          APPROX. 1.9 KM 1800503.7 |
 LH1147|---------------------------------------------------------------------|
 LH1147
 LH1147                          SUPERSEDED SURVEY CONTROL
 LH1147
 LH1147  NAD 83(1986)-  40 49 11.93875(N)    098 22 06.83024(W) AD(       ) 2
 LH1147  NAD 27      -  40 49 11.89070(N)    098 22 05.60910(W) AD(       ) 2
 LH1147
 LH1147.Superseded values are not recommended for survey control.
 LH1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1147.See file dsdata.txt to determine how the superseded data were derived.
 LH1147
 LH1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5324918965(NAD 83)
 LH1147_MARKER: DE = TRAVERSE STATION DISK
 LH1147_SETTING: 0 = UNSPECIFIED SETTING
 LH1147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1147
 LH1147  HISTORY     - Date     Condition        Report By
 LH1147  HISTORY     - 1959     MONUMENTED       CGS
 LH1147
 LH1147                          STATION DESCRIPTION
 LH1147
 LH1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1147'THIS IS A TELLUROMETER TRAVERSE STATION.  NO REFERENCE MARKS WERE
 LH1147'ESTABLISHED NOR INTERSECTION POINTS OBSERVED UPON.
 LH1147'
 LH1147'STATION IS LOCATED 5.5 MILES, AIRLINE, SOUTH OF GRAND ISLAND ON
 LH1147'THE RIGHT OF WAY OF THE UNION PACIFIC R.R. BRANCH LINE TO HASTINGS.
 LH1147'
 LH1147'THE STATION IS IN A MOTOR CAR PULL OUT, 11.3 FEET EAST OF THE
 LH1147'EAST RAIL, 266 FEET SOUTH OF THE SOUTH END OF A R.R. TRESTLE,
 LH1147'22-1/2 RAIL LENGTHS NORTH OF ANOTHER TRESTLE, 37.4 FEET WEST OF
 LH1147'THE EAST RIGHT OF WAY FENCE, 70.2 FEET WEST OF A TELEPHONE POLE
 LH1147'AND IS MARKED WITH A 36 INCH LENGTH OF CONCRETE FILLED TRANSITE
 LH1147'PIPE WITH STANDARD TRAVERSE DISK SET IN TOP.
 LH1147'
 LH1147'THE MARK IS LEVEL WITH THE GROUND SURFACE AND STAMPED 80-1 1959.
 LH1147'
 LH1147'REACHED FROM GRAND ISLAND VIA WEST SECOND STREET (US 30) TO
 LH1147'THE SW END OF VIADUCT, THENCE CONTINUE SW FOR 0.65 MILES, TURN
 LH1147'LEFT, SOUTH, GO 6.5 MILES, TURN LEFT, E., GO THROUGH WIRE GATE AND
 LH1147'ON FARM ROAD FOR 0.2 MILES TO TWO GATE AT THE RAILROAD CROSSING,
 LH1147'PASS THROUGH BOTH GATES AND DRIVE LEFT, NORTH BETWEEN TRACKS AND
 LH1147'WEST RIGHT OF WAY FENCE LINE FOR 0.15 MILES TO STATION SITE.
 LH1147'
 LH1147'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1330 ***********************************************************************
 LH1330  DESIGNATION -  80 10
 LH1330  PID         -  LH1330
 LH1330  STATE/COUNTY-  NE/BUFFALO
 LH1330  USGS QUAD   -  ELM CREEK WEST (1961)
 LH1330
 LH1330                         *CURRENT SURVEY CONTROL
 LH1330  ___________________________________________________________________
 LH1330* NAD 83(1995)-  40 41 40.55086(N)    099 22 46.67000(W)     ADJUSTED  
 LH1330* NAVD 88     -       686.6    (meters)    2253.     (feet)  VERTCON   
 LH1330  ___________________________________________________________________
 LH1330  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 LH1330  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 LH1330
 LH1330  HORZ ORDER  -  SECOND
 LH1330
 LH1330.The horizontal coordinates were established by classical geodetic methods
 LH1330.and adjusted by the National Geodetic Survey in August 1997..
 LH1330
 LH1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1330
 LH1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1330
 LH1330.The geoid height was determined by GEOID03.
 LH1330
 LH1330;                    North         East     Units Scale Factor Converg.
 LH1330;SPC NE       -    95,813.060   552,421.936   MT  0.99975802   +0 24 40.0
 LH1330;UTM  14      - 4,504,924.668   467,925.538   MT  0.99961266   -0 14 51.1
 LH1330
 LH1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1330!SPC NE       -   0.99989613  x   0.99975802  =   0.99965418
 LH1330!UTM  14      -   0.99989613  x   0.99961266  =   0.99950883
 LH1330
 LH1330:                Primary Azimuth Mark                     Grid Az
 LH1330:SPC NE       -  ELM CREEK TWP ATT RELAY TOWER            037 49 29.7
 LH1330:UTM  14      -  ELM CREEK TWP ATT RELAY TOWER            038 29 00.8
 LH1330
 LH1330|---------------------------------------------------------------------|
 LH1330| PID    Reference Object                     Distance      Geod. Az  |
 LH1330|                                                           dddmmss.s |
 LH1330| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX. 8.0 KM 0381409.7 |
 LH1330| CN8423 80 10 AZ MK                                        1831926.9 |
 LH1330| CN8424 80 10 RM 1                           25.328 METERS 25406     |
 LH1330| CN8425 80 10 RM 2                           60.738 METERS 33857     |
 LH1330|---------------------------------------------------------------------|
 LH1330
 LH1330                          SUPERSEDED SURVEY CONTROL
 LH1330
 LH1330  NAD 83(1986)-  40 41 40.55738(N)    099 22 46.67239(W) AD(       ) 2
 LH1330  NAD 27      -  40 41 40.52180(N)    099 22 45.31610(W) AD(       ) 2
 LH1330  NGVD 29 (07/19/86)  686.3    (m)         2252.     (f) VERT ANG       
 LH1330
 LH1330.Superseded values are not recommended for survey control.
 LH1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1330.See file dsdata.txt to determine how the superseded data were derived.
 LH1330
 LH1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6792604925(NAD 83)
 LH1330_MARKER: DS = TRIANGULATION STATION DISK
 LH1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1330
 LH1330  HISTORY     - Date     Condition        Report By
 LH1330  HISTORY     - 1959     MONUMENTED       CGS
 LH1330  HISTORY     - 20060118 MARK NOT FOUND   NEDR
 LH1330
 LH1330                          STATION DESCRIPTION
 LH1330
 LH1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1330'STATION IS LOCATED 1.5 MILE SOUTH OF ELM CREEK ON THE RIGHT-OF-WAY
 LH1330'OF STATE HIGHWAY 183 IN THE SOUTHWEST CORNER OF THE NORTHWEST
 LH1330'1/4 SECTION 4, T 8 N, R 18 W.
 LH1330'
 LH1330'STATION, STAMPED 80-10 1959, SET ABOUT 8 INCHES BELOW THE SURFACE
 LH1330'OF THE GROUND.  IT IS 39.0 FEET EAST OF THE CENTERLINE OF THE
 LH1330'ROAD, 209.0 FEET NORTH OF THE NORTH ONE OF A ROW OF COTTONWOOD
 LH1330'TREES AND 84.0 FEET NORTHEAST OF TELEPHONE POLE 10.
 LH1330'
 LH1330'R.M. 1, STAMPED 80-10 NO 1 1959, PROTRUDES ABOUT 5 INCHES.  IT
 LH1330'IS 2.0 FEET NORTH OF TELEPHONE POLE 10 AND 39.6 FEET WEST OF
 LH1330'THE CENTERLINE OF THE ROAD.
 LH1330'
 LH1330'R.M. 2, STAMPED 80-10 NO 2 1959, SET FLUSH WITH THE SURFACE OF
 LH1330'THE GROUND.  IT IS 1.5 FEET SOUTH OF A TELEPHONE POLE, 40.0 FEET
 LH1330'WEST OF THE CENTERLINE OF THE ROAD AND ABOUT THE SAME ELEVATION AS
 LH1330'THE STATION.
 LH1330'
 LH1330'AZIMUTH MARK, STAMPED 80-10 1959, PROJECTS ABOUT 4 INCHES.  IT
 LH1330'IS 1.5 FEET EAST OF A FENCE CORNER POST, 7.0 FEET SOUTH OF THE
 LH1330'CENTERLINE OF THE DRIVEWAY LEADING TO A DUMP YARD AND 37.0 FEET
 LH1330'WEST OF THE CENTERLINE OF STATE HIGHWAY 183.
 LH1330'
 LH1330'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 LH1330'HIGHWAY 183 FOR 0.55 MILE TO THE MARK ON THE RIGHT, AT THE
 LH1330'ENTRANCE TO THE DUMP YARD.
 LH1330'
 LH1330'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 LH1330'STATE HIGHWAY 183 IN ELM CREEK, GO SOUTH ON STATE HIGHWAY 183 FOR
 LH1330'1.65 MILES TO THE STATION ON THE LEFT, EAST SIDE OF THE ROAD.
 LH1330
 LH1330                          STATION RECOVERY (2006)
 LH1330
 LH1330'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JC)
 LH1330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1329 ***********************************************************************
 LH1329  DESIGNATION -  80 10 A
 LH1329  PID         -  LH1329
 LH1329  STATE/COUNTY-  NE/DAWSON
 LH1329  USGS QUAD   -  ELM CREEK WEST (1961)
 LH1329
 LH1329                         *CURRENT SURVEY CONTROL
 LH1329  ___________________________________________________________________
 LH1329* NAD 83(1995)-  40 41 53.42776(N)    099 27 15.89115(W)     ADJUSTED  
 LH1329* NAVD 88     -       694.6    (meters)    2279.     (feet)  VERTCON   
 LH1329  ___________________________________________________________________
 LH1329  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 LH1329  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 LH1329
 LH1329  HORZ ORDER  -  SECOND
 LH1329
 LH1329.The horizontal coordinates were established by classical geodetic methods
 LH1329.and adjusted by the National Geodetic Survey in August 1997..
 LH1329
 LH1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1329
 LH1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1329
 LH1329.The geoid height was determined by GEOID03.
 LH1329
 LH1329;                    North         East     Units Scale Factor Converg.
 LH1329;SPC NE       -    96,167.555   546,100.215   MT  0.99975715   +0 21 41.6
 LH1329;UTM  14      - 4,505,351.707   461,609.205   MT  0.99961814   -0 17 46.7
 LH1329
 LH1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1329!SPC NE       -   0.99989487  x   0.99975715  =   0.99965205
 LH1329!UTM  14      -   0.99989487  x   0.99961814  =   0.99951305
 LH1329
 LH1329|---------------------------------------------------------------------|
 LH1329| PID    Reference Object                     Distance      Geod. Az  |
 LH1329|                                                           dddmmss.s |
 LH1329| CN8426 80 10 A RM 1                         15.740 METERS 00355     |
 LH1329| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX.12.7 KM 0622630.5 |
 LH1329| CN8427 80 10 A RM 2                         95.340 METERS 14907     |
 LH1329| LH1331 80 10 A AZ MK                       APPROX. 0.5 KM 1815730.6 |
 LH1329|---------------------------------------------------------------------|
 LH1329
 LH1329                          SUPERSEDED SURVEY CONTROL
 LH1329
 LH1329  NAD 83(1986)-  40 41 53.43423(N)    099 27 15.89388(W) AD(       ) 2
 LH1329  NAD 27      -  40 41 53.40230(N)    099 27 14.52540(W) AD(       ) 2
 LH1329  NGVD 29 (07/19/86)  694.3    (m)         2278.     (f) VERT ANG       
 LH1329
 LH1329.Superseded values are not recommended for survey control.
 LH1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1329.See file dsdata.txt to determine how the superseded data were derived.
 LH1329
 LH1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6160905352(NAD 83)
 LH1329_MARKER: DS = TRIANGULATION STATION DISK
 LH1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1329_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1329
 LH1329  HISTORY     - Date     Condition        Report By
 LH1329  HISTORY     - 1959     MONUMENTED       CGS
 LH1329
 LH1329                          STATION DESCRIPTION
 LH1329
 LH1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1329'STATION IS LOCATED ABOUT 3 MILES ALONG U.S. HIGHWAY 30 AND 2 MILES
 LH1329'SOUTH FROM OVERTON AND IN SECTION 2, T 8 N AND R 19 W.
 LH1329'
 LH1329'STATION, STAMPED 80-10 A 1959, IT IS A ROUND CONCRETE POST SET
 LH1329'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 4.0 FEET EAST TO
 LH1329'A NORTH-SOUTH FENCE, 32.5 FEET WEST TO THE CENTERLINE OF THE ROAD,
 LH1329'26.7 FEET SOUTH TO THE INTERSECTION OF NORTH-SOUTH AND EAST-WEST
 LH1329'FENCE ON THE EAST SIDE OF THE ROAD AND 114.1 FEET NORTH-NORTHEAST
 LH1329'TO POWERLINE POLE IN FENCE LINE ON THE EAST SIDE OF THE ROAD.
 LH1329'
 LH1329'R.M. 1, STAMPED 80-10 A NO 1 1959, A STANDARD DISK SET IN THE TOP
 LH1329'OF A ROUND CONCRETE POST THAT PROTRUDES ABOUT 2 INCHES.  IT
 LH1329'IS 0.5 FOOT EAST TO THE NORTH-SOUTH FENCE LINE, 35.0 FEET WEST
 LH1329'TO THE CENTERLINE OF THE ROAD, 62.6 FEET NORTH TO A POWERLINE POLE
 LH1329'AND ABOUT THE SAME ELEVATION AS THE STATION.
 LH1329'
 LH1329'R.M. 2, STAMPED 80-10 A NO 2 1959, A STANDARD DISK SET IN THE TOP
 LH1329'OF A CONCRETE FILLED TRANSITE PIPE THAT IS 30 INCHES LONG AND
 LH1329'PROTRUDES ABOUT 1 FOOT.  IT IS 154.5 FEET WEST TO A POWERLINE
 LH1329'POLE, 157.8 FEET WEST TO A FENCE CORNER POST AT THE INTERSECTION
 LH1329'OF THE EAST-WEST NORTH-SOUTH FENCE LINE AND 191.9 FEET WEST OF
 LH1329'THE CENTERLINE OF THE ROAD.
 LH1329'
 LH1329'AZIMUTH MARK, STAMPED 80-10 A 1959, PROTRUDES ABOUT 4 INCHES.  IT
 LH1329'IS 54.4 FEET NORTH OF A T FENCE CORNER POST, 25.5 FEET WEST OF
 LH1329'THE CENTERLINE OF THE TRACK ROAD AND 1 FOOT EAST OF A FENCE
 LH1329'CORNER POST.
 LH1329'
 LH1329'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.3 MILE
 LH1329'TO THE MARK ON THE RIGHT, WEST SIDE OF THE ROAD.
 LH1329'
 LH1329'TO REACH THE STATION FROM THE SECTION LINE ROAD AT THE WEST EDGE
 LH1329'OF ELM CREEK, GO WEST ON U.S. HIGHWAY 30 FOR 3.0 MILES, TURN
 LH1329'LEFT, GO SOUTH ON SECTION LINE ROAD FOR 1.8 MILES TO A DEAD END
 LH1329'ROAD, TURN RIGHT, GO WEST ON SECTION LINE ROAD FOR 0.4 MILE TO
 LH1329'A SIDE ROAD ON THE LEFT, TURN LEFT, GO SOUTH ON TRACK ROAD FOR
 LH1329'0.15 MILE TO THE STATION ON THE LEFT, EAST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1331 ***********************************************************************
 LH1331  DESIGNATION -  80 10 A AZ MK
 LH1331  PID         -  LH1331
 LH1331  STATE/COUNTY-  NE/DAWSON
 LH1331  USGS QUAD   -  ELM CREEK WEST (1961)
 LH1331
 LH1331                         *CURRENT SURVEY CONTROL
 LH1331  ___________________________________________________________________
 LH1331* NAD 83(1995)-  40 41 36.71993(N)    099 27 16.64178(W)     ADJUSTED  
 LH1331* NAVD 88     -       694.6    (meters)    2279.     (feet)  VERTCON   
 LH1331  ___________________________________________________________________
 LH1331  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 LH1331  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 LH1331
 LH1331  HORZ ORDER  -  SECOND
 LH1331
 LH1331.The horizontal coordinates were established by classical geodetic methods
 LH1331.and adjusted by the National Geodetic Survey in August 1997..
 LH1331
 LH1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1331
 LH1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1331
 LH1331.The geoid height was determined by GEOID03.
 LH1331
 LH1331;                    North         East     Units Scale Factor Converg.
 LH1331;SPC NE       -    95,652.198   546,085.847   MT  0.99975828   +0 21 41.1
 LH1331;UTM  14      - 4,504,836.620   461,588.924   MT  0.99961816   -0 17 47.1
 LH1331
 LH1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1331!SPC NE       -   0.99989487  x   0.99975828  =   0.99965318
 LH1331!UTM  14      -   0.99989487  x   0.99961816  =   0.99951307
 LH1331
 LH1331                          SUPERSEDED SURVEY CONTROL
 LH1331
 LH1331  NAD 83(1986)-  40 41 36.72639(N)    099 27 16.64450(W) AD(       ) 2
 LH1331  NAD 27      -  40 41 36.69420(N)    099 27 15.27640(W) AD(       ) 2
 LH1331  NGVD 29 (07/19/86)  694.3    (m)         2278.     (f) VERT ANG       
 LH1331
 LH1331.Superseded values are not recommended for survey control.
 LH1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1331.See file dsdata.txt to determine how the superseded data were derived.
 LH1331
 LH1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6158904837(NAD 83)
 LH1331_MARKER: DZ = AZIMUTH MARK DISK
 LH1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1331+STABILITY: SURFACE MOTION
 LH1331
 LH1331  HISTORY     - Date     Condition        Report By
 LH1331  HISTORY     - 1959     MONUMENTED       CGS
 LH1331
 LH1331                          STATION DESCRIPTION
 LH1331
 LH1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LH1331'TO REACH THE STATION FROM THE SECTION LINE ROAD AT THE WEST EDGE
 LH1331'OF ELM CREEK, GO WEST ON U.S. HIGHWAY 30 FOR 3.0 MILES, TURN
 LH1331'LEFT, GO SOUTH ON SECTION LINE ROAD FOR 1.8 MILES TO A DEAD END
 LH1331'ROAD, TURN RIGHT, GO WEST ON SECTION LINE ROAD FOR 0.4 MILE TO
 LH1331'A SIDE ROAD ON THE LEFT, TURN LEFT, GO SOUTH ON TRACK ROAD FOR
 LH1331'0.15 MILE TO THE STATION 80-10 A ON THE LEFT, EAST SIDE OF
 LH1331'THE ROAD.  CONTINUE SOUTH FOR 0.3 MILE
 LH1331'TO THE MARK ON THE RIGHT, WEST SIDE OF THE ROAD.
 LH1331'
 LH1331'AZIMUTH MARK, STAMPED 80-10 A 1959, PROTRUDES ABOUT 4 INCHES.  IT
 LH1331'IS 54.4 FEET NORTH OF A T FENCE CORNER POST, 25.5 FEET WEST OF
 LH1331'THE CENTERLINE OF THE TRACK ROAD AND 1 FOOT EAST OF A FENCE
 LH1331'CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1052 ***********************************************************************
 LH1052  DESIGNATION -  80 11
 LH1052  PID         -  LH1052
 LH1052  STATE/COUNTY-  NE/DAWSON
 LH1052  USGS QUAD   -  OVERTON (1962)
 LH1052
 LH1052                         *CURRENT SURVEY CONTROL
 LH1052  ___________________________________________________________________
 LH1052* NAD 83(1995)-  40 41 38.81152(N)    099 32 26.30122(W)     ADJUSTED  
 LH1052* NAVD 88     -       702.66   (+/-2cm)    2305.3    (feet)  VERTCON   
 LH1052  ___________________________________________________________________
 LH1052  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 LH1052  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 LH1052
 LH1052  HORZ ORDER  -  SECOND
 LH1052  VERT ORDER  -  THIRD ? (See Below)
 LH1052
 LH1052.The horizontal coordinates were established by classical geodetic methods
 LH1052.and adjusted by the National Geodetic Survey in August 1997..
 LH1052
 LH1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1052.The vertical order pertains to the NGVD 29 superseded value.
 LH1052
 LH1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1052
 LH1052.The geoid height was determined by GEOID03.
 LH1052
 LH1052;                    North         East     Units Scale Factor Converg.
 LH1052;SPC NE       -    95,674.466   538,816.952   MT  0.99975814   +0 18 15.9
 LH1052;UTM  14      - 4,504,942.270   454,321.755   MT  0.99962568   -0 21 09.1
 LH1052
 LH1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1052!SPC NE       -   0.99989359  x   0.99975814  =   0.99965176
 LH1052!UTM  14      -   0.99989359  x   0.99962568  =   0.99951931
 LH1052
 LH1052|---------------------------------------------------------------------|
 LH1052| PID    Reference Object                     Distance      Geod. Az  |
 LH1052|                                                           dddmmss.s |
 LH1052| CN8429 80 11 RM 1                            8.284 METERS 02722     |
 LH1052| CN8430 80 11 RM 2                            6.409 METERS 14235     |
 LH1052| CN8428 80 11 AZ MK                                        3564408.4 |
 LH1052|---------------------------------------------------------------------|
 LH1052
 LH1052                          SUPERSEDED SURVEY CONTROL
 LH1052
 LH1052  NAD 83(1986)-  40 41 38.81790(N)    099 32 26.30422(W) AD(       ) 2
 LH1052  NAD 27      -  40 41 38.78900(N)    099 32 24.92210(W) AD(       ) 2
 LH1052  NGVD 29 (07/19/86)  702.39   (m)         2304.4    (f) LEVELING    3  
 LH1052
 LH1052.Superseded values are not recommended for survey control.
 LH1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1052.See file dsdata.txt to determine how the superseded data were derived.
 LH1052
 LH1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5432204942(NAD 83)
 LH1052_MARKER: DS = TRIANGULATION STATION DISK
 LH1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1052
 LH1052  HISTORY     - Date     Condition        Report By
 LH1052  HISTORY     - 1959     MONUMENTED       CGS
 LH1052
 LH1052                          STATION DESCRIPTION
 LH1052
 LH1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1052'STATION IS LOCATED 3.4 MILES SOUTH OF OVERTON IN SECTION
 LH1052'1, T 8 N, R 20 W.
 LH1052'
 LH1052'STATION, STAMPED 80-11 1959, IS SET ABOUT 2 INCHES BELOW
 LH1052'THE SURFACE OF THE GROUND.  IT IS 13.5 FEET WEST OF THE
 LH1052'NORTH-SOUTH FENCE ON THE EAST SIDE OF THE ROAD, 36.0 FEET
 LH1052'EAST OF THE CENTERLINE OF THE ROAD, 13.0 FEET WEST OF A
 LH1052'STEEL FENCE POST AND 38.2 FEET NORTHWEST OF A TELEPHONE POLE.
 LH1052'
 LH1052'R.M. 1, STAMPED 80-11 NO 1 1959, SET FLUSH WITH THE SURFACE
 LH1052'OF THE GROUND.  IT IS 49.1 FEET EAST OF THE CENTERLINE OF
 LH1052'THE ROAD, 23.5 FEET NORTH OF A STEEL FENCE POST, 0.6 FEET
 LH1052'WEST OF THE FENCE ON THE EAST SIDE OF THE ROAD AND ABOUT
 LH1052'3 FEET ABOVE THE ELEVATION OF THE STATION.
 LH1052'
 LH1052'R.M. 2, STAMPED 80-11 NO 2 1959, SET FLUSH WITH THE SURFACE
 LH1052'OF THE GROUND.  IT IS 48.8 FEET EAST OF THE CENTERLINE OF
 LH1052'THE ROAD, 18.6 FEET NORTH OF A TELEPHONE POLE, 16.2 FEET
 LH1052'SOUTH OF A STEEL FENCE POST, 1.0 FOOT WEST OF THE FENCE
 LH1052'AND ABOUT 4 FEET ABOVE THE ELEVATION OF THE STATION.
 LH1052'
 LH1052'AZIMUTH MARK, STAMPED 80-11 1959, SET FLUSH WITH THE SURFACE
 LH1052'OF THE GROUND.  IT IS 40.0 FEET SOUTH OF THE CENTERLINE
 LH1052'OF THE ROAD, 46.9 FEET WEST OF THE CENTERLINE OF THE SURFACED
 LH1052'ROAD, BETWEEN TWO LARGE POWERLINE POLES, 5.7 FEET SOUTH
 LH1052'OF THE NORTH POLE AND 7.9 FEET NORTH OF THE SOUTH POLE.
 LH1052'
 LH1052'TO REACH THE STATION FROM OVERTON, GO SOUTH ON SURFACED
 LH1052'ROAD FOR 2.75 MILES TO A CROSSROAD AND THE AZIMUTH MARK
 LH1052'ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH ON SURFACED ROAD
 LH1052'FOR 0.4 MILE TO THE STATION ON THE LEFT, EAST SIDE OF THE
 LH1052'ROAD.  STATION IS IN THE BARROW OF THE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1053 ***********************************************************************
 LH1053  DESIGNATION -  80 11 A
 LH1053  PID         -  LH1053
 LH1053  STATE/COUNTY-  NE/DAWSON
 LH1053  USGS QUAD   -  OVERTON (1962)
 LH1053
 LH1053                         *CURRENT SURVEY CONTROL
 LH1053  ___________________________________________________________________
 LH1053* NAD 83(1995)-  40 42 05.24730(N)    099 36 59.94323(W)     ADJUSTED  
 LH1053* NAVD 88     -       711.9    (meters)    2336.     (feet)  VERTCON   
 LH1053  ___________________________________________________________________
 LH1053  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 LH1053  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 LH1053
 LH1053  HORZ ORDER  -  SECOND
 LH1053
 LH1053.The horizontal coordinates were established by classical geodetic methods
 LH1053.and adjusted by the National Geodetic Survey in August 1997..
 LH1053
 LH1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1053
 LH1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1053
 LH1053.The geoid height was determined by GEOID03.
 LH1053
 LH1053;                    North         East     Units Scale Factor Converg.
 LH1053;SPC NE       -    96,458.413   532,390.238   MT  0.99975635   +0 15 14.6
 LH1053;UTM  14      - 4,505,799.699   447,905.266   MT  0.99963340   -0 24 07.7
 LH1053
 LH1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1053!SPC NE       -   0.99989213  x   0.99975635  =   0.99964851
 LH1053!UTM  14      -   0.99989213  x   0.99963340  =   0.99952557
 LH1053
 LH1053:                Primary Azimuth Mark                     Grid Az
 LH1053:SPC NE       -  RADIO STATION KRVN WEST MAST             000 55 57.9
 LH1053:UTM  14      -  RADIO STATION KRVN WEST MAST             001 35 20.2
 LH1053
 LH1053|---------------------------------------------------------------------|
 LH1053| PID    Reference Object                     Distance      Geod. Az  |
 LH1053|                                                           dddmmss.s |
 LH1053| LH1042 RADIO STATION KRVN WEST MAST        APPROX. 5.5 KM 0011112.5 |
 LH1053| CN8431 80 11 A RM 1                         11.707 METERS 03913     |
 LH1053| CN8432 80 11 A RM 2                         12.844 METERS 15238     |
 LH1053|---------------------------------------------------------------------|
 LH1053
 LH1053                          SUPERSEDED SURVEY CONTROL
 LH1053
 LH1053  NAD 83(1986)-  40 42 05.25364(N)    099 36 59.94642(W) AD(       ) 2
 LH1053  NAD 27      -  40 42 05.22650(N)    099 36 58.55080(W) AD(       ) 2
 LH1053  NGVD 29 (07/19/86)  711.6    (m)         2335.     (f) VERT ANG       
 LH1053
 LH1053.Superseded values are not recommended for survey control.
 LH1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1053.See file dsdata.txt to determine how the superseded data were derived.
 LH1053
 LH1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4790505800(NAD 83)
 LH1053_MARKER: DS = TRIANGULATION STATION DISK
 LH1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1053_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1053
 LH1053  HISTORY     - Date     Condition        Report By
 LH1053  HISTORY     - 1959     MONUMENTED       CGS
 LH1053
 LH1053                          STATION DESCRIPTION
 LH1053
 LH1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1053'STATION IS LOCATED 5 MILES (AIRLINE) SOUTHWEST OF OVERTON
 LH1053'IN SECTION 33, T 9 N, R 20 W.
 LH1053'
 LH1053'STATION, STAMPED 80-11 A 1959, A STANDARD DISK SET IN THE
 LH1053'TOP OF A ROUND CONCRETE POST THAT IS ABOUT 8 INCHES BELOW
 LH1053'THE SURFACE OF THE GROUND.  IT IS 18.5 FEET WEST OF THE
 LH1053'NORTH-SOUTH FENCE LINE, 9.0 FEET EAST OF THE CENTERLINE
 LH1053'OF THE TRACK ROAD AND 24.5 FEET NORTHWEST OF THE FENCE.
 LH1053'
 LH1053'R.M. 1, STAMPED 80-11 A NO 1 1959, A STANDARD DISK SET IN
 LH1053'THE TOP OF A ROUND CONCRETE POST THAT PROTRUDES ABOUT 3
 LH1053'INCHES.  IT IS 27.0 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LH1053'1.5 FEET NORTH-NORTHWEST OF THE FENCE, 0.5 FOOT WEST OF THE
 LH1053'FENCE AND ABOUT 1 FOOT BELOW THE ELEVATION OF THE STATION.
 LH1053'
 LH1053'R.M. 2, STAMPED 80-11 A NO 2 1959, A STANDARD DISK SET IN
 LH1053'THE TOP OF A ROUND CONCRETE POST THAT PROTRUDES ABOUT 2
 LH1053'INCHES.  IT IS 27.0 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LH1053'1.5 FEET SOUTHWEST OF A FENCE POST AND 0.5 FOOT WEST OF
 LH1053'THE FENCE.
 LH1053'
 LH1053'TO REACH THE STATION FROM THE RAILROAD DEPOT IN OVERTON,
 LH1053'GO WEST ON U.S. HIGHWAY 30 FOR 4.2 MILES, TURN LEFT, GO
 LH1053'SOUTH ON SECTION LINE ROAD (AT KRVN TWIN RADIO MASTS) FOR
 LH1053'3.2 MILES TO THE STATION SITE, APPROXIMATELY 0.25 MILE FROM
 LH1053'THE DEAD END ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1062 ***********************************************************************
 LH1062  DESIGNATION -  80 11 B
 LH1062  PID         -  LH1062
 LH1062  STATE/COUNTY-  NE/DAWSON
 LH1062  USGS QUAD   -  BERTRAND NW (1983)
 LH1062
 LH1062                         *CURRENT SURVEY CONTROL
 LH1062  ___________________________________________________________________
 LH1062* NAD 83(1995)-  40 42 52.42392(N)    099 40 26.43648(W)     ADJUSTED  
 LH1062* NAVD 88     -       718.3    (meters)    2357.     (feet)  VERTCON   
 LH1062  ___________________________________________________________________
 LH1062  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 LH1062  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 LH1062
 LH1062  HORZ ORDER  -  SECOND
 LH1062
 LH1062.The horizontal coordinates were established by classical geodetic methods
 LH1062.and adjusted by the National Geodetic Survey in August 1997..
 LH1062
 LH1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1062
 LH1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1062
 LH1062.The geoid height was determined by GEOID03.
 LH1062
 LH1062;                    North         East     Units Scale Factor Converg.
 LH1062;SPC NE       -    97,893.410   527,538.335   MT  0.99975320   +0 12 57.7
 LH1062;UTM  14      - 4,507,289.970   443,070.680   MT  0.99963989   -0 26 22.8
 LH1062
 LH1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1062!SPC NE       -   0.99989112  x   0.99975320  =   0.99964434
 LH1062!UTM  14      -   0.99989112  x   0.99963989  =   0.99953104
 LH1062
 LH1062:                Primary Azimuth Mark                     Grid Az
 LH1062:SPC NE       -  RADIO STATION KRVN WEST MAST             050 39 20.5
 LH1062:UTM  14      -  RADIO STATION KRVN WEST MAST             051 18 41.0
 LH1062
 LH1062|---------------------------------------------------------------------|
 LH1062| PID    Reference Object                     Distance      Geod. Az  |
 LH1062|                                                           dddmmss.s |
 LH1062| LH1042 RADIO STATION KRVN WEST MAST        APPROX. 6.4 KM 0505218.2 |
 LH1062| CN8433 80 11 B RM 1                         11.734 METERS 14801     |
 LH1062| LH1063 80 11 B AZ MK                       APPROX. 0.6 KM 1790819.3 |
 LH1062| CN8434 80 11 B RM 2                          8.943 METERS 25238     |
 LH1062|---------------------------------------------------------------------|
 LH1062
 LH1062                          SUPERSEDED SURVEY CONTROL
 LH1062
 LH1062  NAD 83(1986)-  40 42 52.43029(N)    099 40 26.43992(W) AD(       ) 2
 LH1062  NAD 27      -  40 42 52.40530(N)    099 40 25.03440(W) AD(       ) 2
 LH1062  NGVD 29 (07/19/86)  718.0    (m)         2356.     (f) VERT ANG       
 LH1062
 LH1062.Superseded values are not recommended for survey control.
 LH1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1062.See file dsdata.txt to determine how the superseded data were derived.
 LH1062
 LH1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4307107290(NAD 83)
 LH1062_MARKER: DS = TRIANGULATION STATION DISK
 LH1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1062_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1062
 LH1062  HISTORY     - Date     Condition        Report By
 LH1062  HISTORY     - 1959     MONUMENTED       CGS
 LH1062  HISTORY     - 1964     GOOD             LOCENG
 LH1062
 LH1062                          STATION DESCRIPTION
 LH1062
 LH1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1062'STATION IS LOCATED 6 MILES SOUTHEAST OF LEXINGTON IN THE
 LH1062'SOUTHEAST CORNER OF THE SOUTHEAST 1/4 SECTION 26, T 9 N
 LH1062'AND R 21 W.
 LH1062'
 LH1062'STATION, STAMPED 80-11 B 1959, A STANDARD DISK SET IN THE
 LH1062'TOP OF A ROUND CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE
 LH1062'OF THE GROUND.  IT IS 8.5 FEET NORTH OF A STEEL FENCE POST,
 LH1062'10.2 FEET NORTH OF THE NORTHWEST END OF A BOARD GATE AND
 LH1062'32.8 FEET SOUTHWEST OF SOUTH ONE OF A ROW OF COTTONWOOD TREES.
 LH1062'
 LH1062'R.M. 1, STAMPED 80-11 B NO 1 1959, A STANDARD DISK SET IN
 LH1062'THE TOP OF ROUND CONCRETE POST THAT PROTRUDES ABOUT 2 INCHES.
 LH1062'IT IS 31.3 FEET SOUTHEAST OF A FENCE (STEEL) POST, 6.2 FEET
 LH1062'SOUTH OF A FENCE CORNER POST, 5 INCHES WEST OF THE NORTH-SOUTH
 LH1062'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 LH1062'
 LH1062'R.M. 2, STAMPED 80-11 B NO 2 1959, A STANDARD DISK SET IN THE
 LH1062'TOP OF A ROUND CONCRETE POST THAT PROTRUDES ABOUT 3 INCHES.
 LH1062'IT IS 30.9 FEET WEST OF A FENCE CORNER POST, 28.4 FEET WEST OF
 LH1062'A STEEL FENCE POST, 21.4 FEET WEST OF A FENCE POST, 8 INCHES
 LH1062'NORTHEAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 LH1062'STATION.
 LH1062'
 LH1062'AZIMUTH MARK, STAMPED 80-11 B 1959, A STANDARD DISK SET IN THE
 LH1062'TOP OF A SQUARE CONCRETE POST THAT PROTRUDES ABOUT 2 INCHES.
 LH1062'IT IS 8 INCHES WEST OF A NORTH-SOUTH FENCE, 1.0 FOOT WEST OF A
 LH1062'STEEL FENCE POST, 296 FEET NORTH OF A T FENCE CORNER POST
 LH1062'AND 115.6 FEET EAST OF POWERLINE POLE 55.
 LH1062'
 LH1062'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.4 MILE
 LH1062'TO THE MARK AS DESCRIBED.
 LH1062'
 LH1062'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 LH1062'AND U.S. HIGHWAY 283 IN LEXINGTON, GO EAST ON U.S. HIGHWAY 30 FOR
 LH1062'4.0 MILES, TURN RIGHT, GO SOUTH ON SECTION LINE ROAD FOR 3.25
 LH1062'MILES TO THE END OF THE ROAD AND THE STATION AS DESCRIBED.
 LH1062
 LH1062                          STATION RECOVERY (1964)
 LH1062
 LH1062'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964 (MSF)
 LH1062'(STATION) 80-11B 1959 RECOVERED GOOD.
 LH1062'
 LH1062'(R.M.1) 80-11B NO 1 1959 RECOVERED GOOD.
 LH1062'
 LH1062'R.M. 2 AND AZ. MK. NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1063 ***********************************************************************
 LH1063  DESIGNATION -  80 11 B AZ MK
 LH1063  PID         -  LH1063
 LH1063  STATE/COUNTY-  NE/DAWSON
 LH1063  USGS QUAD   -  BERTRAND NW (1983)
 LH1063
 LH1063                         *CURRENT SURVEY CONTROL
 LH1063  ___________________________________________________________________
 LH1063* NAD 83(1995)-  40 42 31.68100(N)    099 40 26.02668(W)     ADJUSTED  
 LH1063* NAVD 88     -       718.3    (meters)    2357.     (feet)  VERTCON   
 LH1063  ___________________________________________________________________
 LH1063  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 LH1063  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 LH1063
 LH1063  HORZ ORDER  -  SECOND
 LH1063
 LH1063.The horizontal coordinates were established by classical geodetic methods
 LH1063.and adjusted by the National Geodetic Survey in August 1997..
 LH1063
 LH1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1063
 LH1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1063
 LH1063.The geoid height was determined by GEOID03.
 LH1063
 LH1063;                    North         East     Units Scale Factor Converg.
 LH1063;SPC NE       -    97,253.756   527,550.364   MT  0.99975457   +0 12 58.0
 LH1063;UTM  14      - 4,506,650.293   443,075.388   MT  0.99963988   -0 26 22.3
 LH1063
 LH1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1063!SPC NE       -   0.99989112  x   0.99975457  =   0.99964571
 LH1063!UTM  14      -   0.99989112  x   0.99963988  =   0.99953104
 LH1063
 LH1063                          SUPERSEDED SURVEY CONTROL
 LH1063
 LH1063  NAD 83(1986)-  40 42 31.68733(N)    099 40 26.03011(W) AD(       ) 2
 LH1063  NAD 27      -  40 42 31.66210(N)    099 40 24.62500(W) AD(       ) 2
 LH1063  NGVD 29 (07/19/86)  718.0    (m)         2356.     (f) VERT ANG       
 LH1063
 LH1063.Superseded values are not recommended for survey control.
 LH1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1063.See file dsdata.txt to determine how the superseded data were derived.
 LH1063
 LH1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4307506650(NAD 83)
 LH1063_MARKER: DZ = AZIMUTH MARK DISK
 LH1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1063_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1063+STABILITY: SURFACE MOTION
 LH1063
 LH1063  HISTORY     - Date     Condition        Report By
 LH1063  HISTORY     - 1959     MONUMENTED       CGS
 LH1063
 LH1063                          STATION DESCRIPTION
 LH1063
 LH1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LH1063'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 LH1063'AND U.S. HIGHWAY 283 IN LEXINGTON, GO EAST ON U.S. HIGHWAY 30 FOR
 LH1063'4.0 MILES, TURN RIGHT, GO SOUTH ON SECTION LINE ROAD FOR 3.25
 LH1063'MILES TO THE END OF THE ROAD AND CONTINUE SOUTH FOR 0.4 MILE
 LH1063'TO THE STATION AS DESCRIBED.
 LH1063'
 LH1063'AZIMUTH MARK, STAMPED 80-11 B 1959, A STANDARD DISK SET IN THE
 LH1063'TOP OF A SQUARE CONCRETE POST THAT PROTRUDES ABOUT 2 INCHES.
 LH1063'IT IS 8 INCHES WEST OF A NORTH-SOUTH FENCE, 1.0 FOOT WEST OF A
 LH1063'STEEL FENCE POST, 296 FEET NORTH OF A T FENCE CORNER POST
 LH1063'AND 115.6 FEET EAST OF POWERLINE POLE 55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1061 ***********************************************************************
 LH1061  DESIGNATION -  80 12
 LH1061  PID         -  LH1061
 LH1061  STATE/COUNTY-  NE/DAWSON
 LH1061  USGS QUAD   -  BERTRAND NW (1983)
 LH1061
 LH1061                         *CURRENT SURVEY CONTROL
 LH1061  ___________________________________________________________________
 LH1061* NAD 83(1995)-  40 44 24.95386(N)    099 44 28.94750(W)     ADJUSTED  
 LH1061* NAVD 88     -       727.12   (+/-2cm)    2385.6    (feet)  VERTCON   
 LH1061  ___________________________________________________________________
 LH1061  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 LH1061  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 LH1061
 LH1061  HORZ ORDER  -  SECOND
 LH1061  VERT ORDER  -  THIRD ? (See Below)
 LH1061
 LH1061.The horizontal coordinates were established by classical geodetic methods
 LH1061.and adjusted by the National Geodetic Survey in August 1997..
 LH1061
 LH1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1061.The vertical order pertains to the NGVD 29 superseded value.
 LH1061
 LH1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1061
 LH1061.The geoid height was determined by GEOID03.
 LH1061
 LH1061;                    North         East     Units Scale Factor Converg.
 LH1061;SPC NE       -   100,727.701   521,839.159   MT  0.99974716   +0 10 17.0
 LH1061;UTM  14      - 4,510,188.965   437,404.903   MT  0.99964823   -0 29 01.9
 LH1061
 LH1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1061!SPC NE       -   0.99988971  x   0.99974716  =   0.99963689
 LH1061!UTM  14      -   0.99988971  x   0.99964823  =   0.99953798
 LH1061
 LH1061:                Primary Azimuth Mark                     Grid Az
 LH1061:SPC NE       -  80 12 AZ MK                              008 25 21.8
 LH1061:UTM  14      -  80 12 AZ MK                              009 04 40.7
 LH1061
 LH1061|---------------------------------------------------------------------|
 LH1061| PID    Reference Object                     Distance      Geod. Az  |
 LH1061|                                                           dddmmss.s |
 LH1061| CN8435 80 12 AZ MK                                        0083538.8 |
 LH1061| CN8436 80 12 RM 1                           32.146 METERS 02711     |
 LH1061| LH1042 RADIO STATION KRVN WEST MAST        APPROX.10.7 KM 0833859.7 |
 LH1061| CN8437 80 12 RM 2                           26.020 METERS 10840     |
 LH1061| LH0791 B 24                                 80.569 METERS 20219     |
 LH1061| LH1077 DARR                                APPROX.11.2 KM 3091032.6 |
 LH1061| LH1074 LEXINGTON MUNICIPAL APT BEACON      APPROX. 5.9 KM 3351116.0 |
 LH1061|---------------------------------------------------------------------|
 LH1061
 LH1061                          SUPERSEDED SURVEY CONTROL
 LH1061
 LH1061  NAD 83(1986)-  40 44 24.96032(N)    099 44 28.95122(W) AD(       ) 2
 LH1061  NAD 27      -  40 44 24.93810(N)    099 44 27.53260(W) AD(       ) 2
 LH1061  NGVD 29 (07/19/86)  726.84   (m)         2384.6    (f) LEVELING    3  
 LH1061
 LH1061.Superseded values are not recommended for survey control.
 LH1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1061.See file dsdata.txt to determine how the superseded data were derived.
 LH1061
 LH1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3740510189(NAD 83)
 LH1061_MARKER: DS = TRIANGULATION STATION DISK
 LH1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1061
 LH1061  HISTORY     - Date     Condition        Report By
 LH1061  HISTORY     - 1959     MONUMENTED       CGS
 LH1061  HISTORY     - 1965     MARK NOT FOUND   CGS
 LH1061  HISTORY     - 1968     MARK NOT FOUND   CGS
 LH1061
 LH1061                          STATION DESCRIPTION
 LH1061
 LH1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1061'STATION IS LOCATED 2 MILES SOUTH OF LEXINGTON, ON THE
 LH1061'RIGHT-OF-WAY OF U.S. HIGHWAY 283 AND AT THE SOUTH END OF A
 LH1061'CONCRETE BRIDGE.
 LH1061'
 LH1061'STATION, STAMPED 80-12 1959, A STANDARD DISK SET IN THE TOP
 LH1061'OF A SQUARE CONCRETE POST THAT PROTRUDES 5 INCHES.  IT IS 9.9
 LH1061'FEET EAST TO A NORTH-SOUTH FENCE, 8.4 FEET SOUTH TO AN EAST-WEST
 LH1061'FENCE, 40.0 FEET WEST TO THE CENTERLINE OF THE ROAD AND 11.9
 LH1061'FEET SOUTHEAST TO A TELEPHONE POLE IN THE FENCE CORNER.
 LH1061'
 LH1061'R.M. 1, STAMPED 80-12 NO 1 1959, A STANDARD DISK SET IN THE TOP
 LH1061'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 49.9
 LH1061'FEET WEST OF THE CENTERLINE OF THE ROAD, 42.3 FEET SOUTHWEST OF
 LH1061'THE NORTHEAST CORNER OF THE EAST PARAPET WALL ON THE EAST SIDE
 LH1061'OF THE ROAD, 111 FEET SOUTH TO THE FENCE CORNER POST AND 5
 LH1061'INCHES WEST OF THE FENCE.
 LH1061'
 LH1061'R.M. 2, STAMPED 80-12 NO 2 1959, A STANDARD DISK SET IN THE TOP
 LH1061'OF A CONCRETE POST THAT PROTRUDES ABOUT 3 INCHES.  IT IS
 LH1061'75.5 FEET WEST TO THE FENCE CORNER POST, 93.5 FEET WEST TO FENCE
 LH1061'CORNER POST, 13.9 FEET WEST TO A TELEPHONE POLE AND 4 INCHES SOUTH
 LH1061'TO THE EAST-WEST FENCE LINE.
 LH1061'
 LH1061'R.M. 3, STAMPED B 24 1933, A STANDARD BENCH MARK DISK SET IN
 LH1061'THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 LH1061'SURFACE OF THE GROUND.  IT IS 39.5 FEET WEST TO THE CENTERLINE
 LH1061'OF THE ROAD, 32.3 FEET SOUTH TO A POWERLINE POLE, 31.6 FEET
 LH1061'EAST TO THE NORTH GATE POST OF THE NORTH GATE AND 32.8 FEET NORTH
 LH1061'TO AN UNDERGROUND CABLE MARKER FOR THE NORTHWESTERN BELL
 LH1061'TELEPHONE CO.
 LH1061'
 LH1061'AZIMUTH MARK, STAMPED 80-12 1959, A STANDARD DISK SET IN THE TOP
 LH1061'OF A CONCRETE POST THAT PROTRUDES ABOUT 3 INCHES.  IT IS
 LH1061'41.7 FEET WEST TO THE CENTERLINE OF THE ROAD, 33.7 FEET
 LH1061'NORTH-NORTHWEST TO A POWERLINE POLE WITH A TRANSFORMER AND 13.9
 LH1061'FEET NORTH TO AN EAST-WEST ROW OF TREES BORDERING THE SOUTH SIDE
 LH1061'OF THE FARM YARD.
 LH1061'
 LH1061'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 LH1061'SURFACED ROAD FOR 0.5 MILE TO THE MARK ON THE EAST SIDE OF
 LH1061'THE ROAD.
 LH1061'
 LH1061'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 LH1061'30 AND U.S. HIGHWAY 283, GO SOUTH ON U.S. HIGHWAY 283 FOR 2.25
 LH1061'MILE TO THE STATION ON THE LEFT, AT RIGHT ANGLE OF FENCES ON
 LH1061'THE EAST SIDE OF THE ROAD.
 LH1061
 LH1061                          STATION RECOVERY (1965)
 LH1061
 LH1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 LH1061'A THOROUGH SEARCH WAS MADE FOR THESE MARKS, BUT THEY WERE
 LH1061'NOT RECOVERED.  IT WAS REPORTED IN MAY, 1965 THAT ALL THE
 LH1061'MARKS FOR THIS STATION WERE DESTROYED EXCEPT THE AZIMUTH
 LH1061'MARK.  THIS REPORT WAS RECEIVED FROM MR. M.S. FERRIS, UTILITY
 LH1061'DATA CORP., KANSAS CITY 8, MISSOURI.
 LH1061
 LH1061                          STATION RECOVERY (1968)
 LH1061
 LH1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LH1061'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LH1061'AND BENCH MARK B 24 1933, WERE DESTROYED BY ROAD CONSTRUCTION
 LH1061'WHEN OVERPASS WAS CONSTRUCTED OVER THE INTERSTATE HIGHWAY.
 LH1061'THE AZIMUTH MARK WAS DESTROYED WHEN U.S. HIGHWAY 283 WAS
 LH1061'WIDENED.
 LH1061'
 LH1061'THIS STATION SHOULD BE CONSIDERED DESTROYED.
 LH1061'
 LH1061'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 2.0 MILES
 LH1061'SOUTH OF LEXINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1075 ***********************************************************************
 LH1075  DESIGNATION -  80 12 A
 LH1075  PID         -  LH1075
 LH1075  STATE/COUNTY-  NE/DAWSON
 LH1075  USGS QUAD   -  LEXINGTON WEST (1983)
 LH1075
 LH1075                         *CURRENT SURVEY CONTROL
 LH1075  ___________________________________________________________________
 LH1075* NAD 83(1995)-  40 45 37.24270(N)    099 48 22.29950(W)     ADJUSTED  
 LH1075* NAVD 88     -       734.6    (meters)    2410.     (feet)  VERTCON   
 LH1075  ___________________________________________________________________
 LH1075  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 LH1075  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 LH1075
 LH1075  HORZ ORDER  -  SECOND
 LH1075
 LH1075.The horizontal coordinates were established by classical geodetic methods
 LH1075.and adjusted by the National Geodetic Survey in August 1997..
 LH1075
 LH1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1075
 LH1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1075
 LH1075.The geoid height was determined by GEOID03.
 LH1075
 LH1075;                    North         East     Units Scale Factor Converg.
 LH1075;SPC NE       -   102,942.696   516,360.570   MT  0.99974258   +0 07 42.4
 LH1075;UTM  14      - 4,512,466.238   431,952.498   MT  0.99965699   -0 31 35.0
 LH1075
 LH1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1075!SPC NE       -   0.99988852  x   0.99974258  =   0.99963113
 LH1075!UTM  14      -   0.99988852  x   0.99965699  =   0.99954555
 LH1075
 LH1075|---------------------------------------------------------------------|
 LH1075| PID    Reference Object                     Distance      Geod. Az  |
 LH1075|                                                           dddmmss.s |
 LH1075| CN8439 80 12 A RM 1                         11.699 METERS 00850     |
 LH1075| CN8440 80 12 A RM 2                         13.962 METERS 28445     |
 LH1075| CN8438 80 12 A AZ MK                                      3585522.0 |
 LH1075|---------------------------------------------------------------------|
 LH1075
 LH1075                          SUPERSEDED SURVEY CONTROL
 LH1075
 LH1075  NAD 83(1986)-  40 45 37.24927(N)    099 48 22.30341(W) AD(       ) 2
 LH1075  NAD 27      -  40 45 37.22510(N)    099 48 20.87020(W) AD(       ) 2
 LH1075  NGVD 29 (07/19/86)  734.3    (m)         2409.     (f) VERT ANG       
 LH1075
 LH1075.Superseded values are not recommended for survey control.
 LH1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1075.See file dsdata.txt to determine how the superseded data were derived.
 LH1075
 LH1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3195212466(NAD 83)
 LH1075_MARKER: DS = TRIANGULATION STATION DISK
 LH1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1075_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1075
 LH1075  HISTORY     - Date     Condition        Report By
 LH1075  HISTORY     - 1959     MONUMENTED       CGS
 LH1075
 LH1075                          STATION DESCRIPTION
 LH1075
 LH1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1075'STATION IS LOCATED 3.5 MILES (AIRLINE) SOUTHWEST OF LEXINGTON,
 LH1075'NEAR THE EXTREME SOUTH END OF A CLOSED SECTION LINE ROAD,
 LH1075'APPROXIMATELY 1700 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 LH1075'SOUTHWEST 1/4 SECTION 11, T 9 N AND R 22 W.
 LH1075'
 LH1075'STATION, STAMPED 80-12 A 1959, A STANDARD DISK SET IN THE TOP
 LH1075'OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 LH1075'18.5 FEET SOUTH-SOUTHEAST TO CORNER FENCE POST AT THE
 LH1075'NORTH END OF THE GATE, 6.0 FEET EAST TO A NORTH-SOUTH FENCE
 LH1075'LINE ON THE EAST SIDE OF THE ROAD AND 119.5 FEET EAST TO
 LH1075'SOUTH ONE OF A PAIR OF POWERLINE POLES CARRYING 3 LINES,
 LH1075'NORTH POLE OF THE SET IS 437.
 LH1075'
 LH1075'R.M. 1, STAMPED 80-12 A NO 1 1959, A STANDARD DISK SET IN
 LH1075'THE TOP OF A ROUND CONCRETE POST THAT PROTRUDES ABOUT 4 INCHES.
 LH1075'IT IS 23.0 FEET NORTHEAST TO THE CENTERLINE OF 3 LINE POWER
 LH1075'LINE, 1 FOOT EAST TO NORTH-SOUTH FENCE LINE ON THE EAST SIDE
 LH1075'OF THE ROAD AND 55.6 FEET SOUTH TO A FENCE CORNER POST AT THE
 LH1075'NORTH END OF THE GATE.
 LH1075'
 LH1075'R.M. 2, STAMPED, 80-12 A NO 2 1959, A STANDARD DISK SET IN
 LH1075'THE TOP OF A ROUND CONCRETE POST THAT PROTRUDES ABOUT 2 INCHES.
 LH1075'IT IS 38.8 FEET SOUTH TO A FENCE CORNER POST, 1.9 FEET
 LH1075'SOUTHEAST TO NORTH GATE POST AND 1 FOOT WEST TO THE NORTH-SOUTH
 LH1075'FENCE ON THE WEST SIDE OF THE ROAD.
 LH1075'
 LH1075'AZIMUTH MARK, STAMPED 80-12 A 1959, A STANDARD DISK SET IN THE
 LH1075'TOP OF A ROUND CONCRETE POST THAT PROTRUDES ABOUT 5 INCHES.
 LH1075'IT IS 216.5 FEET SOUTH TO A FENCE CORNER POST AT THE INTERSECT
 LH1075'OF NORTH-SOUTH EAST-WEST FENCE LINE AND 1 FOOT WEST TO THE
 LH1075'NORTH-SOUTH FENCE.
 LH1075'
 LH1075'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR 0.2
 LH1075'MILE TO THE MARK IN THE NORTH-SOUTH FENCE LINE ON THE IRRIGATION
 LH1075'DITCH.
 LH1075'
 LH1075'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 LH1075'U.S. HIGHWAY 283 IN LEXINGTON, GO SOUTH ON U.S. HIGHWAY 283 FOR
 LH1075'1.2 MILES, TURN RIGHT, GO WEST FOR 2.4 MILES, TURN RIGHT,
 LH1075'GO NORTH FOR 0.5 MILE, TURN LEFT, GO WEST FOR 0.6 MILE TO
 LH1075'A FARM HOUSE, FOLLOW ROAD (FARM) WEST AND SOUTH FOR 0.7 MILE
 LH1075'TO THE END OF A LANE, GATE AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1073 ***********************************************************************
 LH1073  DESIGNATION -  80 12 B
 LH1073  PID         -  LH1073
 LH1073  STATE/COUNTY-  NE/DAWSON
 LH1073  USGS QUAD   -  LEXINGTON WEST (1983)
 LH1073
 LH1073                         *CURRENT SURVEY CONTROL
 LH1073  ___________________________________________________________________
 LH1073* NAD 83(1995)-  40 46 08.42239(N)    099 49 34.69829(W)     ADJUSTED  
 LH1073* NAVD 88     -       739.1    (meters)    2425.     (feet)  VERTCON   
 LH1073  ___________________________________________________________________
 LH1073  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 LH1073  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 LH1073
 LH1073  HORZ ORDER  -  SECOND
 LH1073
 LH1073.The horizontal coordinates were established by classical geodetic methods
 LH1073.and adjusted by the National Geodetic Survey in August 1997..
 LH1073
 LH1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1073
 LH1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1073
 LH1073.The geoid height was determined by GEOID03.
 LH1073
 LH1073;                    North         East     Units Scale Factor Converg.
 LH1073;SPC NE       -   103,900.639   514,660.942   MT  0.99974065   +0 06 54.4
 LH1073;UTM  14      - 4,513,443.460   430,264.068   MT  0.99965986   -0 32 22.6
 LH1073
 LH1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1073!SPC NE       -   0.99988781  x   0.99974065  =   0.99962849
 LH1073!UTM  14      -   0.99988781  x   0.99965986  =   0.99954771
 LH1073
 LH1073|---------------------------------------------------------------------|
 LH1073| PID    Reference Object                     Distance      Geod. Az  |
 LH1073|                                                           dddmmss.s |
 LH1073| CN8441 80 12 B RM 1                         36.975 METERS 02000     |
 LH1073| LH1074 LEXINGTON MUNICIPAL APT BEACON      APPROX. 5.2 KM 0653135.0 |
 LH1073| CN8442 80 12 B RM 2                         49.551 METERS 10241     |
 LH1073| LH1075 80 12 A                             APPROX. 2.0 KM 1193117.9 |
 LH1073|---------------------------------------------------------------------|
 LH1073
 LH1073                          SUPERSEDED SURVEY CONTROL
 LH1073
 LH1073  NAD 83(1986)-  40 46 08.42908(N)    099 49 34.70234(W) AD(       ) 2
 LH1073  NAD 27      -  40 46 08.40950(N)    099 49 33.27780(W) AD(       ) 2
 LH1073  NGVD 29 (07/19/86)  738.8    (m)         2424.     (f) VERT ANG       
 LH1073
 LH1073.Superseded values are not recommended for survey control.
 LH1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1073.See file dsdata.txt to determine how the superseded data were derived.
 LH1073
 LH1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3026413443(NAD 83)
 LH1073_MARKER: DS = TRIANGULATION STATION DISK
 LH1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1073_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1073
 LH1073  HISTORY     - Date     Condition        Report By
 LH1073  HISTORY     - 1959     MONUMENTED       CGS
 LH1073
 LH1073                          STATION DESCRIPTION
 LH1073
 LH1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1073'STATION IS LOCATED 4 MILES WEST OF LEXINGTON, IN AN UNFENCED
 LH1073'PASTURE LAND, APPROXIMATELY 1200 FEET SOUTH AND 265 FEET WEST
 LH1073'OF THE NORTHEAST CORNER OF THE NORTHEAST 1/4 SECTION 9, T 9 N
 LH1073'AND R 22 W.
 LH1073'
 LH1073'STATION, STAMPED 80-12 B 1959, A STANDARD DISK SET IN THE
 LH1073'TOP OF A ROUND CONCRETE POST THAT IS SET FLUSH WITH THE
 LH1073'GROUND.  IT IS 114.0 FEET NORTH TO THE SOUTH ONE OF A DOUBLE
 LH1073'SET OF POWERLINE POLES, (NORTH POLE IS 427) 9.0 FEET
 LH1073'SOUTH-SOUTHWEST TO EDGE OF BANK AT THE OLD RIVER BED AND
 LH1073'264.8 FEET WEST-NORTHWEST TO THE NORTHEAST CORNER OF TILE
 LH1073'SLAUGHTER HOUSE.
 LH1073'
 LH1073'R.M. 1, STAMPED 80-12 B NO 1 1959, A STANDARD DISK SET IN
 LH1073'THE TOP OF A ROUND CONCRETE POST THAT PROTRUDES 4 INCHES.
 LH1073'IT IS 7.7 FEET SOUTH-SOUTHEAST TO THE SOUTH ONE OF THE DOUBLE
 LH1073'POWERLINE POLES, 7.0 FEET NORTH-NORTHEAST TO THE NORTH ONE OF
 LH1073'THE POWERLINE POLES.
 LH1073'
 LH1073'R.M. 2, STAMPED 80-12 B NO 2 1959, A STANDARD DISK SET IN THE
 LH1073'TOP OF A ROUND CONCRETE POST THAT PROTRUDES 5 INCHES.  IT IS
 LH1073'2.0 FEET EAST TO A NORTH-SOUTH FENCE LINE, 5.0 FEET EAST
 LH1073'TO THE POWERLINE POLE AND 41.6 FEET SOUTHEAST TO THE NORTHWEST
 LH1073'CORNER OF THE PUMP HOUSE.
 LH1073'
 LH1073'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 LH1073'U.S. HIGHWAY 283 IN LEXINGTON, GO WEST ON U.S. HIGHWAY 30 FOR 5.2
 LH1073'MILES TO A CROSSROAD, (DARR BRIDGE ROAD) TURN LEFT, GO SOUTH
 LH1073'FOR 1.8 MILES TO ROAD FORK, (0.2 MILE BEFORE REACHING THE
 LH1073'PLATTE RIVER BRIDGE) TAKE THE LEFT FORK AND GO SOUTHEAST
 LH1073'FOR 0.95 MILE, TURN RIGHT, ON FARM ROAD, AT WEST END OF
 LH1073'CULTIVATED FIELD AND FOLLOW THE TRACK ROAD FOR 0.2 MILE TO
 LH1073'THE TILE SLAUGHTER HOUSE, PASS TO THE LEFT OF THE SLAUGHTER
 LH1073'HOUSE FOR 265 FEET TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1076 ***********************************************************************
 LH1076  DESIGNATION -  80 12 C
 LH1076  PID         -  LH1076
 LH1076  STATE/COUNTY-  NE/DAWSON
 LH1076  USGS QUAD   -  LEXINGTON WEST (1983)
 LH1076
 LH1076                         *CURRENT SURVEY CONTROL
 LH1076  ___________________________________________________________________
 LH1076* NAD 83(1995)-  40 47 20.39846(N)    099 51 47.37112(W)     ADJUSTED  
 LH1076* NAVD 88     -       742.2    (meters)    2435.     (feet)  VERTCON   
 LH1076  ___________________________________________________________________
 LH1076  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 LH1076  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 LH1076
 LH1076  HORZ ORDER  -  SECOND
 LH1076
 LH1076.The horizontal coordinates were established by classical geodetic methods
 LH1076.and adjusted by the National Geodetic Survey in August 1997..
 LH1076
 LH1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1076
 LH1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1076
 LH1076.The geoid height was determined by GEOID03.
 LH1076
 LH1076;                    North         East     Units Scale Factor Converg.
 LH1076;SPC NE       -   106,114.724   511,546.759   MT  0.99973626   +0 05 26.5
 LH1076;UTM  14      - 4,515,692.810   427,175.620   MT  0.99966527   -0 33 50.1
 LH1076
 LH1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1076!SPC NE       -   0.99988731  x   0.99973626  =   0.99962360
 LH1076!UTM  14      -   0.99988731  x   0.99966527  =   0.99955262
 LH1076
 LH1076:                Primary Azimuth Mark                     Grid Az
 LH1076:SPC NE       -  DARR                                     044 44 43.8
 LH1076:UTM  14      -  DARR                                     045 24 00.4
 LH1076
 LH1076|---------------------------------------------------------------------|
 LH1076| PID    Reference Object                     Distance      Geod. Az  |
 LH1076|                                                           dddmmss.s |
 LH1076| LH1077 DARR                                APPROX. 2.3 KM 0445010.3 |
 LH1076| LH1073 80 12 B                             APPROX. 3.8 KM 1253008.9 |
 LH1076| CN8443 80 12 C RM 1                          9.027 METERS 17810     |
 LH1076| CN8444 80 12 C RM 2                         11.330 METERS 26830     |
 LH1076|---------------------------------------------------------------------|
 LH1076
 LH1076                          SUPERSEDED SURVEY CONTROL
 LH1076
 LH1076  NAD 83(1986)-  40 47 20.40541(N)    099 51 47.37531(W) AD(       ) 2
 LH1076  NAD 27      -  40 47 20.38260(N)    099 51 45.94250(W) AD(       ) 2
 LH1076  NGVD 29 (07/19/86)  741.9    (m)         2434.     (f) VERT ANG       
 LH1076
 LH1076.Superseded values are not recommended for survey control.
 LH1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1076.See file dsdata.txt to determine how the superseded data were derived.
 LH1076
 LH1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2717615693(NAD 83)
 LH1076_MARKER: DS = TRIANGULATION STATION DISK
 LH1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1076
 LH1076  HISTORY     - Date     Condition        Report By
 LH1076  HISTORY     - 1959     MONUMENTED       CGS
 LH1076
 LH1076                          STATION DESCRIPTION
 LH1076
 LH1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1076'STATION IS LOCATED 6 MILES WEST OF LEXINGTON, APPROXIMATELY
 LH1076'600 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 LH1076'1/4 SECTION 32, T 9 N AND R 22 W.
 LH1076'
 LH1076'STATION, STAMPED 80-12 C 1959, A STANDARD DISK SET IN THE TOP
 LH1076'OF A ROUND CONCRETE POST THAT IS 5 INCHES BELOW THE SURFACE
 LH1076'OF THE GROUND.  IT IS 29.9 FEET SOUTH-SOUTHEAST TO A POWERLINE
 LH1076'POLE, 19.8 FEET WEST TO THE CENTERLINE OF THE ROAD AND 37.7
 LH1076'FEET WEST TO THE NORTH-SOUTH FENCE LINE.
 LH1076'
 LH1076'R.M. 1, STAMPED 80-12 C NO 1 1959, A STANDARD DISK SET IN
 LH1076'THE TOP OF A ROUND CONCRETE POST THAT PROTRUDES 5 INCHES.
 LH1076'IT IS 2.0 FEET SOUTHEAST TO A POWERLINE POLE,
 LH1076'21.2 FEET WEST TO THE CENTERLINE OF THE ROAD AND 38.9 FEET
 LH1076'WEST TO THE NORTH-SOUTH FENCE LINE ON THE WEST SIDE OF THE ROAD.
 LH1076'
 LH1076'R.M. 2, STAMPED 80-12 C NO 2 1959, A STANDARD DISK SET IN THE
 LH1076'TOP OF A ROUND CONCRETE POST THAT PROTRUDES 5 INCHES.  IT IS 17.4
 LH1076'FEET EAST TO THE CENTERLINE OF THE ROAD AND 0.5 FEET WEST TO
 LH1076'THE NORTH-SOUTH FENCE LINE ON THE WEST SIDE OF THE ROAD.
 LH1076'
 LH1076'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 LH1076'AND U.S. HIGHWAY 283 IN LEXINGTON, GO WEST ON U.S. HIGHWAY
 LH1076'30 FOR 7.0 MILES, (1.35 MILES EAST OF THE RAILROAD DEPOT IN DARR)
 LH1076'TURN LEFT, GO SOUTH ON SECTION LINE ROAD FOR 1.45 MILES TO
 LH1076'THE STATION SITE WHICH IS UNDER A TRANSMISSION LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1078 ***********************************************************************
 LH1078  DESIGNATION -  80 12 D
 LH1078  PID         -  LH1078
 LH1078  STATE/COUNTY-  NE/DAWSON
 LH1078  USGS QUAD   -  COZAD (1971)
 LH1078
 LH1078                         *CURRENT SURVEY CONTROL
 LH1078  ___________________________________________________________________
 LH1078* NAD 83(1995)-  40 48 12.78462(N)    099 53 15.30024(W)     ADJUSTED  
 LH1078* NAVD 88     -       745.0    (meters)    2444.     (feet)  VERTCON   
 LH1078  ___________________________________________________________________
 LH1078  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 LH1078  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 LH1078
 LH1078  HORZ ORDER  -  SECOND
 LH1078
 LH1078.The horizontal coordinates were established by classical geodetic methods
 LH1078.and adjusted by the National Geodetic Survey in August 1997..
 LH1078
 LH1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1078
 LH1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1078
 LH1078.The geoid height was determined by GEOID03.
 LH1078
 LH1078;                    North         East     Units Scale Factor Converg.
 LH1078;SPC NE       -   107,727.290   509,483.684   MT  0.99973315   +0 04 28.2
 LH1078;UTM  14      - 4,517,328.729   425,131.240   MT  0.99966899   -0 34 48.1
 LH1078
 LH1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1078!SPC NE       -   0.99988686  x   0.99973315  =   0.99962004
 LH1078!UTM  14      -   0.99988686  x   0.99966899  =   0.99955589
 LH1078
 LH1078|---------------------------------------------------------------------|
 LH1078| PID    Reference Object                     Distance      Geod. Az  |
 LH1078|                                                           dddmmss.s |
 LH1078| CN8445 80 12 D RM 1                         25.268 METERS 03518     |
 LH1078| CN8446 80 12 D RM 2                         18.320 METERS 10610     |
 LH1078| LH1076 80 12 C                             APPROX. 2.6 KM 1280513.0 |
 LH1078|---------------------------------------------------------------------|
 LH1078
 LH1078                          SUPERSEDED SURVEY CONTROL
 LH1078
 LH1078  NAD 83(1986)-  40 48 12.79173(N)    099 53 15.30451(W) AD(       ) 2
 LH1078  NAD 27      -  40 48 12.76610(N)    099 53 13.86660(W) AD(       ) 2
 LH1078  NGVD 29 (07/19/86)  744.7    (m)         2443.     (f) VERT ANG       
 LH1078
 LH1078.Superseded values are not recommended for survey control.
 LH1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1078.See file dsdata.txt to determine how the superseded data were derived.
 LH1078
 LH1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2513117329(NAD 83)
 LH1078_MARKER: DS = TRIANGULATION STATION DISK
 LH1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1078_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1078
 LH1078  HISTORY     - Date     Condition        Report By
 LH1078  HISTORY     - 1959     MONUMENTED       CGS
 LH1078
 LH1078                          STATION DESCRIPTION
 LH1078
 LH1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1078'STATION IS LOCATED 1 MILE SOUTH OF DARR, IN PASTURE LAND BELONGING
 LH1078'TO THE SHACKLEY BROTHERS AND IN THE SOUTHEAST 1/4 SECTION 25,
 LH1078'T 10 N AND R 22 W.
 LH1078'
 LH1078'STATION, STAMPED 80-12 D 1959, A STANDARD DISK SET IN THE TOP OF A
 LH1078'ROUND CONCRETE POST ON THE TOP OF A SPOIL BANK ON THE NORTH SIDE OF
 LH1078'THE CANAL AND PROTRUDES 4 INCHES.  IT IS 85.0 FEET NORTH-NORTHEAST
 LH1078'TO THE FENCE CORNER POST.
 LH1078'
 LH1078'R.M. 1, STAMPED 80-12 D NO 1 1959, A STANDARD DISK SET IN THE TOP
 LH1078'OF A ROUND CONCRETE POST THAT PROTRUDES 4 INCHES.  IT IS 8.5 FEET
 LH1078'NORTHWEST TO THE FENCE CORNER POST AND 0.5 FEET NORTHEAST TO THE
 LH1078'FENCE LINE.
 LH1078'
 LH1078'R.M. 1, STAMPED 80-12 D NO 2 1959, A STANDARD DISK SET IN THE TOP
 LH1078'OF A ROUND CONCRETE POST ON THE WEST SIDE OF THE SPOIL BANK AND
 LH1078'THE MARK PROTRUDES 4 INCHES.  IT IS 92.0 FEET WEST TO THE FENCE
 LH1078'CORNER POST AND 62.8 FEET NORTH-NORTHWEST TO THE FENCE LINE.
 LH1078'
 LH1078'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DARR, GO EAST FOR
 LH1078'0.2 MILE, TURN RIGHT, GO SOUTH ON SECTION LINE ROAD FOR 0.7 MILE,
 LH1078'TURN RIGHT, GO WEST ON PRIVATE ROAD FOR 0.2 MILE TO FARM HOUSE,
 LH1078'BEAR LEFT THROUGH FARM YARD AND GATE AND BARN YARD, THENCE GO
 LH1078'SOUTHEAST FOR 0.2 MILE TO THE SPOIL BANK OF THE CANAL AND THE
 LH1078'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1082 ***********************************************************************
 LH1082  DESIGNATION -  80 12 E
 LH1082  PID         -  LH1082
 LH1082  STATE/COUNTY-  NE/DAWSON
 LH1082  USGS QUAD   -  COZAD (1971)
 LH1082
 LH1082                         *CURRENT SURVEY CONTROL
 LH1082  ___________________________________________________________________
 LH1082* NAD 83(1995)-  40 49 47.53350(N)    099 56 18.35141(W)     ADJUSTED  
 LH1082* NAVD 88     -       752.3    (meters)    2468.     (feet)  VERTCON   
 LH1082  ___________________________________________________________________
 LH1082  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 LH1082  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 LH1082
 LH1082  HORZ ORDER  -  SECOND
 LH1082
 LH1082.The horizontal coordinates were established by classical geodetic methods
 LH1082.and adjusted by the National Geodetic Survey in August 1997..
 LH1082
 LH1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1082
 LH1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1082
 LH1082.The geoid height was determined by GEOID03.
 LH1082
 LH1082;                    North         East     Units Scale Factor Converg.
 LH1082;SPC NE       -   110,644.935   505,192.006   MT  0.99972767   +0 02 26.9
 LH1082;UTM  14      - 4,520,295.034   420,873.412   MT  0.99967706   -0 36 48.9
 LH1082
 LH1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1082!SPC NE       -   0.99988570  x   0.99972767  =   0.99961340
 LH1082!UTM  14      -   0.99988570  x   0.99967706  =   0.99956279
 LH1082
 LH1082|---------------------------------------------------------------------|
 LH1082| PID    Reference Object                     Distance      Geod. Az  |
 LH1082|                                                           dddmmss.s |
 LH1082| CN8448 80 12 E RM 1                         11.332 METERS 03455     |
 LH1082| CN8449 80 12 E RM 2                         12.025 METERS 15204     |
 LH1082| CN8447 80 12 E AZ MK                                      1795503.5 |
 LH1082| LH1084 COZAD MUNICIPAL TANK                APPROX. 5.2 KM 3071519.5 |
 LH1082| LH1085 COZAD KAN NEBR NAT GAS CO MAST      APPROX. 2.4 KM 3155714.1 |
 LH1082|---------------------------------------------------------------------|
 LH1082
 LH1082                          SUPERSEDED SURVEY CONTROL
 LH1082
 LH1082  NAD 83(1986)-  40 49 47.54091(N)    099 56 18.35592(W) AD(       ) 2
 LH1082  NAD 27      -  40 49 47.51700(N)    099 56 16.92340(W) AD(       ) 2
 LH1082  NGVD 29 (07/19/86)  752.0    (m)         2467.     (f) VERT ANG       
 LH1082
 LH1082.Superseded values are not recommended for survey control.
 LH1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1082.See file dsdata.txt to determine how the superseded data were derived.
 LH1082
 LH1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2087320295(NAD 83)
 LH1082_MARKER: DS = TRIANGULATION STATION DISK
 LH1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1082_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1082
 LH1082  HISTORY     - Date     Condition        Report By
 LH1082  HISTORY     - 1959     MONUMENTED       CGS
 LH1082
 LH1082                          STATION DESCRIPTION
 LH1082
 LH1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1082'STATION IS LOCATED 3.3 MILES (AIRLINE) SOUTHEAST OF COZAD, ON THE
 LH1082'SPOIL BANK OF A CANAL ON THE SECTION LINE, 200 FEET SOUTH OF THE
 LH1082'SECTION CORNER OF 21, 22 AND 15 AND 16 T 10 N AND R 23 W.
 LH1082'
 LH1082'STATION, STAMPED 80-12 E 1959, A STANDARD DISK SET IN THE TOP OF A
 LH1082'ROUND CONCRETE POST AT THE TOP OF A SPOIL BANK ON THE EAST SIDE
 LH1082'OF THE CANAL AND THE MARK PROTRUDES 5 INCHES.  IT IS 19.8 FEET EAST
 LH1082'TO A NORTH-SOUTH FENCE LINE, 24.5 FEET WEST TO THE WATERS EDGE IN
 LH1082'THE CANAL AND 199.5 FEET NORTH TO THE EAST-WEST FENCE LINE AT THE
 LH1082'SOUTH END OF THE COUNTY ROAD.
 LH1082'
 LH1082'R.M. 1, STAMPED 80-12 E NO 1 1959, A STANDARD DISK SET IN THE TOP
 LH1082'OF ROUND CONCRETE POST THAT PROTRUDES 5 INCHES.  IT IS 1 FOOT EAST
 LH1082'TO THE NORTH-SOUTH FENCE LINE.
 LH1082'
 LH1082'R.M. 2, STAMPED 80-12 E NO 2 1959, A STANDARD DISK SET IN THE TOP
 LH1082'OF A ROUND CONCRETE POST THAT PROTRUDES 4 INCHES AND IS 1 FOOT
 LH1082'EAST TO THE NORTH-SOUTH FENCE LINE.
 LH1082'
 LH1082'AZIMUTH MARK, STAMPED 80-12 E 1959, A STANDARD DISK SET IN THE TOP
 LH1082'OF A ROUND CONCRETE POST THAT PROTRUDES 4 INCHES.  IT IS 16.8 FEET
 LH1082'EAST TO NORTH-SOUTH FENCE LINE, 27.9 FEET WEST TO THE WATERS EDGE
 LH1082'IN THE CANAL, 33.5 FEET EAST TO A 36 INCH COTTONWOOD TREE AND 1.5
 LH1082'FEET EAST TO A STEEL FENCE POST.
 LH1082'
 LH1082'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE SPOIL
 LH1082'BANK FOR 0.4 MILE TO THE MARK AS DESCRIBED.
 LH1082'
 LH1082'TO REACH THE STATION FROM THE RAILROAD DEPOT IN COZAD, GO EAST ON
 LH1082'U.S. HIGHWAY 30 FOR 2.55 MILES, TURN RIGHT, GO SOUTH ON SECTION
 LH1082'LINE ROAD FOR 0.6 MILE TO THE END OF THE ROAD AND THE STATION 200
 LH1082'FEET TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1083 ***********************************************************************
 LH1083  DESIGNATION -  80 12 F
 LH1083  PID         -  LH1083
 LH1083  STATE/COUNTY-  NE/DAWSON
 LH1083  USGS QUAD   -  COZAD (1971)
 LH1083
 LH1083                         *CURRENT SURVEY CONTROL
 LH1083  ___________________________________________________________________
 LH1083* NAD 83(1995)-  40 50 36.22634(N)    099 59 28.63918(W)     ADJUSTED  
 LH1083* NAVD 88     -       762.6    (meters)    2502.     (feet)  VERTCON   
 LH1083  ___________________________________________________________________
 LH1083  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 LH1083  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 LH1083
 LH1083  HORZ ORDER  -  SECOND
 LH1083
 LH1083.The horizontal coordinates were established by classical geodetic methods
 LH1083.and adjusted by the National Geodetic Survey in August 1997..
 LH1083
 LH1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1083
 LH1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1083
 LH1083.The geoid height was determined by GEOID03.
 LH1083
 LH1083;                    North         East     Units Scale Factor Converg.
 LH1083;SPC NE       -   112,144.761   500,734.460   MT  0.99972494   +0 00 20.8
 LH1083;UTM  14      - 4,521,845.591   416,433.482   MT  0.99968595   -0 38 54.0
 LH1083
 LH1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1083!SPC NE       -   0.99988407  x   0.99972494  =   0.99960904
 LH1083!UTM  14      -   0.99988407  x   0.99968595  =   0.99957005
 LH1083
 LH1083:                Primary Azimuth Mark                     Grid Az
 LH1083:SPC NE       -  COZAD MUNICIPAL TANK                     010 14 54.0
 LH1083:UTM  14      -  COZAD MUNICIPAL TANK                     010 54 08.8
 LH1083
 LH1083|---------------------------------------------------------------------|
 LH1083| PID    Reference Object                     Distance      Geod. Az  |
 LH1083|                                                           dddmmss.s |
 LH1083| LH1084 COZAD MUNICIPAL TANK                APPROX. 1.7 KM 0101514.8 |
 LH1083| LH1085 COZAD KAN NEBR NAT GAS CO MAST      APPROX. 2.8 KM 0851926.4 |
 LH1083| CN8450 80 12 F RM 1                         18.540 METERS 10517     |
 LH1083| CN8451 80 12 F RM 2                         30.074 METERS 17046     |
 LH1083|---------------------------------------------------------------------|
 LH1083
 LH1083                          SUPERSEDED SURVEY CONTROL
 LH1083
 LH1083  NAD 83(1986)-  40 50 36.23377(N)    099 59 28.64398(W) AD(       ) 2
 LH1083  NAD 27      -  40 50 36.20540(N)    099 59 27.20220(W) AD(       ) 2
 LH1083  NGVD 29 (07/19/86)  762.3    (m)         2501.     (f) VERT ANG       
 LH1083
 LH1083.Superseded values are not recommended for survey control.
 LH1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1083.See file dsdata.txt to determine how the superseded data were derived.
 LH1083
 LH1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1643321846(NAD 83)
 LH1083_MARKER: V = STONE MONUMENT
 LH1083_SETTING: 0 = UNSPECIFIED SETTING
 LH1083
 LH1083  HISTORY     - Date     Condition        Report By
 LH1083  HISTORY     - 1959     MONUMENTED       CGS
 LH1083
 LH1083                          STATION DESCRIPTION
 LH1083
 LH1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1083'THIS IS A SEMI-PERMANENTLY MARKED STATION LOCATED ON THE SPOIL
 LH1083'BANK OF THE FARMERS AND MERCHANTS CANAL, ONE MILE SOUTH OF COZAD.
 LH1083'
 LH1083'THE STATION IS MARKED WITH A 5 FOOT LENGTH OF STEEL FENCE POST
 LH1083'BASED IN CONCRETE, WITH PUNCH MARK DENOTING CENTER AND PROTRUDES
 LH1083'0.1 FOOT.  THE STATION IS 101.2 FEET SOUTH TO POWER POLE 8, 99.0
 LH1083'FEET SOUTH TO A TELEPHONE POLE WHICH IS NEAR A POWER POLE AND 83.5
 LH1083'FEET S.E. TO CENTER LINE OF TRAIL ROAD.
 LH1083'
 LH1083'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 LH1083'CONCRETE MONUMENT WHICH PROTRUDES 0.4 FEET, AT THE TOP STEP OF
 LH1083'SPOIL BANK, 94.0 FEET S.S.W. TO POWER POLE 8 AND 28.5 FEET E.S.E.
 LH1083'TO CENTERLINE OF ROAD.  THE DISK IS STAMPED 80-12 F 1959.
 LH1083'
 LH1083'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE MONUMENT,
 LH1083'PROTRUDES 0.4 FEET AND IS STAMPED 80-12 F 1959.  IT IS 2.5 FEET
 LH1083'S.E. TO POWER POLE 8, 2.4 FEET S.W. TO TELEPHONE POLE AND 10.3 FEET
 LH1083'S.E. TO CENTERLINE OF TRAIL ROAD.
 LH1083'
 LH1083'REACHED FROM THE INTERSECTION OF US 30 AND G STREET IN COZAD BY
 LH1083'GOING SOUTH ON G STREET FOR 0.7 MILES, TURN LEFT S.W. ON TRAIL ROAD
 LH1083'ADJACENT TO SPOIL BANK OF CANAL AND GO 0.35 MILES TO THE STATION
 LH1083'SITE WHICH IS ON TOP OF THE BANK TO THE RIGHT.
 LH1083'
 LH1083'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0372 ***********************************************************************
 LJ0372  DESIGNATION -  80 13
 LJ0372  PID         -  LJ0372
 LJ0372  STATE/COUNTY-  NE/DAWSON
 LJ0372  USGS QUAD   -  GOTHENBURG SE (1970)
 LJ0372
 LJ0372                         *CURRENT SURVEY CONTROL
 LJ0372  ___________________________________________________________________
 LJ0372* NAD 83(1995)-  40 51 56.76540(N)    100 02 01.39354(W)     ADJUSTED  
 LJ0372* NAVD 88     -       765.1    (meters)    2510.     (feet)  VERTCON   
 LJ0372  ___________________________________________________________________
 LJ0372  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 LJ0372  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 LJ0372
 LJ0372  HORZ ORDER  -  SECOND
 LJ0372
 LJ0372.The horizontal coordinates were established by classical geodetic methods
 LJ0372.and adjusted by the National Geodetic Survey in August 1997..
 LJ0372
 LJ0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0372
 LJ0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0372
 LJ0372.The geoid height was determined by GEOID03.
 LJ0372
 LJ0372;                    North         East     Units Scale Factor Converg.
 LJ0372;SPC NE       -   114,629.020   497,157.972   MT  0.99972054   -0 01 20.4
 LJ0372;UTM  14      - 4,524,370.432   412,885.704   MT  0.99969340   -0 40 35.0
 LJ0372
 LJ0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0372!SPC NE       -   0.99988366  x   0.99972054  =   0.99960423
 LJ0372!UTM  14      -   0.99988366  x   0.99969340  =   0.99957710
 LJ0372
 LJ0372:                Primary Azimuth Mark                     Grid Az
 LJ0372:SPC NE       -  80 13 AZ MK                              000 25 19.2
 LJ0372:UTM  14      -  80 13 AZ MK                              001 04 33.8
 LJ0372
 LJ0372|---------------------------------------------------------------------|
 LJ0372| PID    Reference Object                     Distance      Geod. Az  |
 LJ0372|                                                           dddmmss.s |
 LJ0372| LJ0374 80 13 AZ MK                         APPROX. 0.9 KM 0002358.8 |
 LJ0372| CN8403 80 13 RM 1                           27.716 METERS 01325     |
 LJ0372| CN8404 80 13 RM 2                           26.188 METERS 17056     |
 LJ0372|---------------------------------------------------------------------|
 LJ0372
 LJ0372                          SUPERSEDED SURVEY CONTROL
 LJ0372
 LJ0372  NAD 83(1986)-  40 51 56.77275(N)    100 02 01.39865(W) AD(       ) 2
 LJ0372  NAD 27      -  40 51 56.74097(N)    100 01 59.95581(W) AD(       ) 2
 LJ0372  NGVD 29 (07/19/86)  764.8    (m)         2509.     (f) VERT ANG       
 LJ0372
 LJ0372.Superseded values are not recommended for survey control.
 LJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0372.See file dsdata.txt to determine how the superseded data were derived.
 LJ0372
 LJ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1288624370(NAD 83)
 LJ0372_MARKER: DS = TRIANGULATION STATION DISK
 LJ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0372
 LJ0372  HISTORY     - Date     Condition        Report By
 LJ0372  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0372
 LJ0372                          STATION DESCRIPTION
 LJ0372
 LJ0372'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0372'STATION IS LOCATED ABOUT 3 MILES WEST AND 1 MILE SOUTH OF
 LJ0372'RAILROAD STATION IN COZAD, BETWEEN SECTIONS 2 AND 3, T10N,
 LJ0372'R 24 W.
 LJ0372'
 LJ0372'TO REACH THE STATION FROM THE RAILROAD STATION IN COZAD,
 LJ0372'PROCEED 3.0 MILES WEST ALONG HIGHWAY 30, TURN LEFT (SOUTH)
 LJ0372'AND PROCEED 0.7 MILES ALONG COUNTY ROAD TO STATION IN CENTERLINE
 LJ0372'OF COUNTY ROAD.
 LJ0372'
 LJ0372'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0372'DISK STAMPED 80-13 1960.  IT IS 16.2 FEET WEST OF EAST R.O.W.
 LJ0372'FENCE, 94.0 FEET SOUTH OF GROVE OF TREES ON THE EAST SIDE
 LJ0372'OF COUNTY ROAD.  MONUMENT IS BURIED 1 FOOT BELOW GROUND
 LJ0372'ELEVATION.
 LJ0372'
 LJ0372'REFERENCE MARK 1, IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0372'MARK DISK STAMPED 80-13 R.M. 1.  IT IS FLUSH WITH GROUND
 LJ0372'ELEVATION AT SOUTH EDGE OF GROVE OF TREES, 4.5 FEET EAST OF
 LJ0372'EAST R.O.W. FENCE, 11.9 FEET SOUTH OF 36 INCH COTTONWOOD
 LJ0372'TREE, 24.0 FEET EAST OF CENTERLINE OF COUNTY ROAD, AND IS
 LJ0372'ABOUT 2.0 FEET BELOW THE ELEVATION OF STATION.
 LJ0372'
 LJ0372'REFERENCE MARK 2, IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0372'MARK DISK STAMPED 80-13 R.M. 2.  IT PROJECTS ABOUT 0.4 FEET
 LJ0372'ABOVE THE ELEVATION OF THE GROUND.  IT IS 1.5 FEET WEST OF
 LJ0372'EAST R.O.W. FENCE, 14.0 FEET EAST OF CENTERLINE OF THE COUNTY
 LJ0372'ROAD AND ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION.
 LJ0372'
 LJ0372'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0372'DISK STAMPED 80-13 1960 SET IN THE TOP OF 6 INCH ROUND
 LJ0372'CONCRETE POST, 0.2 FEET BELOW GROUND.  IT IS 0.6 MILE NORTH
 LJ0372'OF STATION, 12.0 FEET EAST OF CENTERLINE OF COUNTY ROAD, 5.1
 LJ0372'FEET WEST OF STEEL WITNESS POST AND SIGN, 6.0 FEET WEST
 LJ0372'OF EAST R.O.W. FENCE, 6.3 FEET NORTH OF NORTH GATE POST,
 LJ0372'218.3 FEET SOUTH OF SOUTH RAIL OF SOUTH MAIN TRACK OF UNION
 LJ0372'PACIFIC RAILROAD (MEASURED ALONG COUNTY ROAD).
 LJ0372'
 LJ0372'TO REACH AZIMUTH MARK FROM STATION, PROCEED 0.6 MILES NORTH OF
 LJ0372'ALONG COUNTY ROAD, TO MARK ON RIGHT SIDE OF COUNTY ROAD AS
 LJ0372'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0366 ***********************************************************************
 LJ0366  DESIGNATION -  80 13 A
 LJ0366  PID         -  LJ0366
 LJ0366  STATE/COUNTY-  NE/DAWSON
 LJ0366  USGS QUAD   -  WILLOW ISLAND (1970)
 LJ0366
 LJ0366                         *CURRENT SURVEY CONTROL
 LJ0366  ___________________________________________________________________
 LJ0366* NAD 83(1995)-  40 53 03.30066(N)    100 04 17.93584(W)     ADJUSTED  
 LJ0366* NAVD 88     -       768.7    (meters)    2522.     (feet)  VERTCON   
 LJ0366  ___________________________________________________________________
 LJ0366  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 LJ0366  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 LJ0366
 LJ0366  HORZ ORDER  -  SECOND
 LJ0366
 LJ0366.The horizontal coordinates were established by classical geodetic methods
 LJ0366.and adjusted by the National Geodetic Survey in August 1997..
 LJ0366
 LJ0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0366
 LJ0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0366
 LJ0366.The geoid height was determined by GEOID03.
 LJ0366
 LJ0366;                    North         East     Units Scale Factor Converg.
 LJ0366;SPC NE       -   116,682.846   493,962.987   MT  0.99971702   -0 02 50.9
 LJ0366;UTM  14      - 4,526,460.548   409,714.440   MT  0.99970033   -0 42 05.3
 LJ0366
 LJ0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0366!SPC NE       -   0.99988309  x   0.99971702  =   0.99960014
 LJ0366!UTM  14      -   0.99988309  x   0.99970033  =   0.99958345
 LJ0366
 LJ0366|---------------------------------------------------------------------|
 LJ0366| PID    Reference Object                     Distance      Geod. Az  |
 LJ0366|                                                           dddmmss.s |
 LJ0366| CN8390 80 13 A RM 1                          7.633 METERS 09008     |
 LJ0366| LH1084 COZAD MUNICIPAL TANK                APPROX. 7.6 KM 1120654.2 |
 LJ0366| LJ0369 80 13 A AZ MK                       APPROX. 1.0 KM 1763227.7 |
 LJ0366| CN8391 80 13 A RM 2                         11.145 METERS 26821     |
 LJ0366| LJ0365 WILLOW                              399.555 METERS 35143     |
 LJ0366|---------------------------------------------------------------------|
 LJ0366
 LJ0366                          SUPERSEDED SURVEY CONTROL
 LJ0366
 LJ0366  NAD 83(1986)-  40 53 03.30777(N)    100 04 17.94119(W) AD(       ) 2
 LJ0366  NAD 27      -  40 53 03.27440(N)    100 04 16.49432(W) AD(       ) 2
 LJ0366  NGVD 29 (07/19/86)  768.4    (m)         2521.     (f) VERT ANG       
 LJ0366
 LJ0366.Superseded values are not recommended for survey control.
 LJ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0366.See file dsdata.txt to determine how the superseded data were derived.
 LJ0366
 LJ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0971426461(NAD 83)
 LJ0366_MARKER: DS = TRIANGULATION STATION DISK
 LJ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0366
 LJ0366  HISTORY     - Date     Condition        Report By
 LJ0366  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0366
 LJ0366                          STATION DESCRIPTION
 LJ0366
 LJ0366'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LJ0366'THE STATION IS LOCATED ABOUT 5 MILES WEST AND 0.3 MILES SOUTH
 LJ0366'OF RAILROAD STATION IN COZAD, BETWEEN SECTION 32 AND 33, T 11
 LJ0366'N, R 24 W.  (ABOUT 0.1 MILES WEST OF STATION AT WILLOW ISLAND).
 LJ0366'
 LJ0366'TO REACH THE STATION FROM THE RAILROAD STATION AT COZAD, PROCEED
 LJ0366'WEST 5.3 MILES ALONG HIGHWAY 30, THEN TURN LEFT (SOUTH) AND
 LJ0366'PROCEED 0.3 MILES ALONG COUNTY ROAD TO STATION IN THE CENTERLINE
 LJ0366'OF THE COUNTY ROAD.
 LJ0366'
 LJ0366'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0366'DISK STAMPED 80-13A 1960.  IT IS SET 1.0 FEET BELOW GROUND
 LJ0366'ELEVATION, 38 FEET EAST OF WEST R.O.W. FENCE, 26.3 FEET WEST
 LJ0366'OF EAST R.O.W. FENCE, 173.4 FEET SOUTH OF SECOND SINGLE POWER
 LJ0366'POLE ON THE WEST SIDE OF THE ROAD, SOUTH OF SUB STATION AT
 LJ0366'WILLOW ISLAND.
 LJ0366'
 LJ0366'REFERENCE MARK 1, IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0366'MARK DISK STAMPED 80-13A R.M. 1.  IT IS SET FLUSH WITH THE
 LJ0366'GROUND, 1.4 FEET WEST OF EAST R.O.W. FENCE, 26.3 FEET SOUTH
 LJ0366'OF RAILROAD TIE USED AS A FENCE POST IN EAST R.O.W. FENCE.
 LJ0366'
 LJ0366'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0366'DISK STAMPED 80-13A R.M. 2.  IT IS SET 0.1 FEET ABOVE GROUND
 LJ0366'ELEVATION, 1.8 FEET EAST OF THE WEST R.O.W. FENCE AND 174.0
 LJ0366'FEET SOUTHEAST OF SECOND SINGLE POWER POLE ON THE WEST SIDE OF
 LJ0366'COUNTY ROAD SOUTH OF SUB STATION AT WILLOW ISLAND.
 LJ0366'
 LJ0366'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LJ0366'STAMPED 80-13 1960.  IT IS SET IN THE TOP OF 6 INCH ROUND
 LJ0366'CONCRETE POST SET 0.2 FEET ABOVE GROUND ELEVATION, 0.6 MILE SOUTH
 LJ0366'OF STATION ALONG COUNTY ROAD, 114.0 FEET EAST OF THE CENTERLINE
 LJ0366'OF COUNTY ROAD, 5.9 FEET WEST OF CORNER POST.
 LJ0366'
 LJ0366'TO REACH THE AZIMUTH MARK FROM STATION, PROCEED SOUTH 0.6 MILES
 LJ0366'ALONG COUNTY ROAD TO MARK ON LEFT SIDE OF COUNTY ROAD AS
 LJ0366'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0369 ***********************************************************************
 LJ0369  DESIGNATION -  80 13 A AZ MK
 LJ0369  PID         -  LJ0369
 LJ0369  STATE/COUNTY-  NE/DAWSON
 LJ0369  USGS QUAD   -  GOTHENBURG SE (1970)
 LJ0369
 LJ0369                         *CURRENT SURVEY CONTROL
 LJ0369  ___________________________________________________________________
 LJ0369* NAD 83(1995)-  40 52 29.68845(N)    100 04 15.25928(W)     ADJUSTED  
 LJ0369* NAVD 88     -       768.     (meters)    2520.     (feet)  VERTCON   
 LJ0369  ___________________________________________________________________
 LJ0369  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 LJ0369  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 LJ0369
 LJ0369  HORZ ORDER  -  SECOND
 LJ0369
 LJ0369.The horizontal coordinates were established by classical geodetic methods
 LJ0369.and adjusted by the National Geodetic Survey in August 1997..
 LJ0369
 LJ0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0369
 LJ0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0369
 LJ0369.The geoid height was determined by GEOID03.
 LJ0369
 LJ0369;                    North         East     Units Scale Factor Converg.
 LJ0369;SPC NE       -   115,646.229   494,024.782   MT  0.99971879   -0 02 49.2
 LJ0369;UTM  14      - 4,525,423.311   409,764.399   MT  0.99970022   -0 42 03.1
 LJ0369
 LJ0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0369!SPC NE       -   0.99988315  x   0.99971879  =   0.99960197
 LJ0369!UTM  14      -   0.99988315  x   0.99970022  =   0.99958341
 LJ0369
 LJ0369                          SUPERSEDED SURVEY CONTROL
 LJ0369
 LJ0369  NAD 83(1986)-  40 52 29.69551(N)    100 04 15.26450(W) AD(       ) 2
 LJ0369  NAD 27      -  40 52 29.66192(N)    100 04 13.81648(W) AD(       ) 2
 LJ0369  NGVD 29 (07/19/86)  768.     (m)         2520.     (f) VERT ANG       
 LJ0369
 LJ0369.Superseded values are not recommended for survey control.
 LJ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0369.See file dsdata.txt to determine how the superseded data were derived.
 LJ0369
 LJ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0976425423(NAD 83)
 LJ0369_MARKER: DZ = AZIMUTH MARK DISK
 LJ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0369+STABILITY: SURFACE MOTION
 LJ0369
 LJ0369  HISTORY     - Date     Condition        Report By
 LJ0369  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0369
 LJ0369                          STATION DESCRIPTION
 LJ0369
 LJ0369'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LJ0369'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LJ0369'STAMPED 80-13 1960.  IT IS SET IN THE TOP OF 6 INCH ROUND
 LJ0369'CONCRETE POST SET 0.2 FEET ABOVE GROUND ELEVATION, 0.6 MILE SOUTH
 LJ0369'OF STATION ALONG COUNTY ROAD, 114.0 FEET EAST OF THE CENTERLINE
 LJ0369'OF COUNTY ROAD, 5.9 FEET WEST OF CORNER POST.
 LJ0369'
 LJ0369'TO REACH THE AZIMUTH MARK FROM STATION, PROCEED SOUTH 0.6 MILES
 LJ0369'ALONG COUNTY ROAD TO MARK ON LEFT SIDE OF COUNTY ROAD AS
 LJ0369'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0374 ***********************************************************************
 LJ0374  DESIGNATION -  80 13 AZ MK
 LJ0374  PID         -  LJ0374
 LJ0374  STATE/COUNTY-  NE/DAWSON
 LJ0374  USGS QUAD   -  GOTHENBURG SE (1970)
 LJ0374
 LJ0374                         *CURRENT SURVEY CONTROL
 LJ0374  ___________________________________________________________________
 LJ0374* NAD 83(1995)-  40 52 25.97508(N)    100 02 01.12512(W)     ADJUSTED  
 LJ0374* NAVD 88     -       762.     (meters)    2500.     (feet)  VERTCON   
 LJ0374  ___________________________________________________________________
 LJ0374  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 LJ0374  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 LJ0374
 LJ0374  HORZ ORDER  -  SECOND
 LJ0374
 LJ0374.The horizontal coordinates were established by classical geodetic methods
 LJ0374.and adjusted by the National Geodetic Survey in August 1997..
 LJ0374
 LJ0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0374
 LJ0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0374
 LJ0374.The geoid height was determined by GEOID03.
 LJ0374
 LJ0374;                    North         East     Units Scale Factor Converg.
 LJ0374;SPC NE       -   115,529.814   497,164.607   MT  0.99971899   -0 01 20.3
 LJ0374;UTM  14      - 4,525,271.068   412,902.621   MT  0.99969337   -0 40 35.2
 LJ0374
 LJ0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0374!SPC NE       -   0.99988410  x   0.99971899  =   0.99960312
 LJ0374!UTM  14      -   0.99988410  x   0.99969337  =   0.99957750
 LJ0374
 LJ0374                          SUPERSEDED SURVEY CONTROL
 LJ0374
 LJ0374  NAD 83(1986)-  40 52 25.98247(N)    100 02 01.13028(W) AD(       ) 2
 LJ0374  NAD 27      -  40 52 25.95093(N)    100 01 59.68822(W) AD(       ) 2
 LJ0374  NGVD 29 (07/19/86)  762.     (m)         2500.     (f) VERT ANG       
 LJ0374
 LJ0374.Superseded values are not recommended for survey control.
 LJ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0374.See file dsdata.txt to determine how the superseded data were derived.
 LJ0374
 LJ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1290325271(NAD 83)
 LJ0374_MARKER: DZ = AZIMUTH MARK DISK
 LJ0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0374+STABILITY: SURFACE MOTION
 LJ0374
 LJ0374  HISTORY     - Date     Condition        Report By
 LJ0374  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0374
 LJ0374                          STATION DESCRIPTION
 LJ0374
 LJ0374'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LJ0374'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0374'DISK STAMPED 80-13 1960 SET IN THE TOP OF 6 INCH ROUND
 LJ0374'CONCRETE POST, 0.2 FEET BELOW GROUND.  IT IS 0.6 MILE NORTH
 LJ0374'OF STATION, 12.0 FEET EAST OF CENTERLINE OF COUNTY ROAD, 5.1
 LJ0374'FEET WEST OF STEEL WITNESS POST AND SIGN, 6.0 FEET WEST
 LJ0374'OF EAST R.O.W. FENCE, 6.3 FEET NORTH OF NORTH GATE POST,
 LJ0374'218.3 FEET SOUTH OF SOUTH RAIL OF SOUTH MAIN TRACK OF UNION
 LJ0374'PACIFIC RAILROAD (MEASURED ALONG COUNTY ROAD).
 LJ0374'
 LJ0374'TO REACH AZIMUTH MARK FROM STATION, PROCEED 0.6 MILES NORTH OF
 LJ0374'ALONG COUNTY ROAD, TO MARK ON RIGHT SIDE OF COUNTY ROAD AS
 LJ0374'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0373 ***********************************************************************
 LJ0373  DESIGNATION -  80 13 AZ MK RESET
 LJ0373  PID         -  LJ0373
 LJ0373  STATE/COUNTY-  NE/DAWSON
 LJ0373  USGS QUAD   -  GOTHENBURG SE (1970)
 LJ0373
 LJ0373                         *CURRENT SURVEY CONTROL
 LJ0373  ___________________________________________________________________
 LJ0373* NAD 83(1995)-  40 52 25.97173(N)    100 02 01.12459(W)     ADJUSTED  
 LJ0373* NAVD 88     -       764.     (meters)    2507.     (feet)  SCALED    
 LJ0373  ___________________________________________________________________
 LJ0373  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 LJ0373  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 LJ0373
 LJ0373  HORZ ORDER  -  SECOND
 LJ0373
 LJ0373.The horizontal coordinates were established by classical geodetic methods
 LJ0373.and adjusted by the National Geodetic Survey in August 1997..
 LJ0373
 LJ0373.The orthometric height was scaled from a topographic map.
 LJ0373
 LJ0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0373
 LJ0373.The geoid height was determined by GEOID03.
 LJ0373
 LJ0373;                    North         East     Units Scale Factor Converg.
 LJ0373;SPC NE       -   115,529.711   497,164.619   MT  0.99971899   -0 01 20.3
 LJ0373;UTM  14      - 4,525,270.965   412,902.632   MT  0.99969337   -0 40 35.2
 LJ0373
 LJ0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0373!SPC NE       -   0.99988378  x   0.99971899  =   0.99960281
 LJ0373!UTM  14      -   0.99988378  x   0.99969337  =   0.99957719
 LJ0373
 LJ0373                          SUPERSEDED SURVEY CONTROL
 LJ0373
 LJ0373  NAD 83(1986)-  40 52 25.97906(N)    100 02 01.12976(W) AD(       ) 2
 LJ0373  NAD 27      -  40 52 25.94734(N)    100 01 59.68796(W) AD(       ) 2
 LJ0373
 LJ0373.Superseded values are not recommended for survey control.
 LJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0373.See file dsdata.txt to determine how the superseded data were derived.
 LJ0373
 LJ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1290325271(NAD 83)
 LJ0373_MARKER: DZ = AZIMUTH MARK DISK
 LJ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0373+STABILITY: SURFACE MOTION
 LJ0373
 LJ0373  HISTORY     - Date     Condition        Report By
 LJ0373  HISTORY     - 1963     MONUMENTED       NEDR
 LJ0373
 LJ0373                          STATION DESCRIPTION
 LJ0373
 LJ0373'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 LJ0373'AZIMUTH MARK IS A STANDARD DEPARTMENT OF ROADS AZIMUTH MARK
 LJ0373'DISK SET IN THE TOP OF A 6-INCH CONCRETE POST AND IS 0.2 FOOT
 LJ0373'BELOW THE SURFACE OF THE GROUND, 12.0 FEET EAST OF THE CENTERLINE
 LJ0373'OF THE COUNTY ROAD, 5.1 FEET WEST OF A STEEL WITNESS POST
 LJ0373'AND SIGN, 6.0 FEET WEST OF THE EAST R.O.W. FENCE, 6.3 FEET
 LJ0373'NORTH OF THE NORTH GATE POST, 218.3 FEET SOUTH OF THE SOUTH
 LJ0373'RAIL OF THE SOUTH MAIN TRACK OF THE UNION PACIFIC RAILROAD,
 LJ0373'(MEASURED ALONG COUNTY ROAD).
 LJ0373'
 LJ0373'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED 0.6 MILE
 LJ0373'SOUTH ALONG COUNTY ROAD TO THE MARK ON THE RIGHT SIDE OF THE
 LJ0373'COUNTY ROAD AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0363 ***********************************************************************
 LJ0363  DESIGNATION -  80 13 B
 LJ0363  PID         -  LJ0363
 LJ0363  STATE/COUNTY-  NE/DAWSON
 LJ0363  USGS QUAD   -  WILLOW ISLAND (1970)
 LJ0363
 LJ0363                         *CURRENT SURVEY CONTROL
 LJ0363  ___________________________________________________________________
 LJ0363* NAD 83(1995)-  40 53 29.91830(N)    100 05 27.12288(W)     ADJUSTED  
 LJ0363* NAVD 88     -       772.0    (meters)    2533.     (feet)  VERTCON   
 LJ0363  ___________________________________________________________________
 LJ0363  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 LJ0363  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 LJ0363
 LJ0363  HORZ ORDER  -  SECOND
 LJ0363
 LJ0363.The horizontal coordinates were established by classical geodetic methods
 LJ0363.and adjusted by the National Geodetic Survey in August 1997..
 LJ0363
 LJ0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0363
 LJ0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0363
 LJ0363.The geoid height was determined by GEOID03.
 LJ0363
 LJ0363;                    North         East     Units Scale Factor Converg.
 LJ0363;SPC NE       -   117,505.227   492,344.521   MT  0.99971564   -0 03 36.8
 LJ0363;UTM  14      - 4,527,301.337   408,105.489   MT  0.99970394   -0 42 51.0
 LJ0363
 LJ0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0363!SPC NE       -   0.99988256  x   0.99971564  =   0.99959824
 LJ0363!UTM  14      -   0.99988256  x   0.99970394  =   0.99958654
 LJ0363
 LJ0363|---------------------------------------------------------------------|
 LJ0363| PID    Reference Object                     Distance      Geod. Az  |
 LJ0363|                                                           dddmmss.s |
 LJ0363| CN8392 80 13 B RM 1                         19.103 METERS 02443     |
 LJ0363| LH1084 COZAD MUNICIPAL TANK                APPROX. 9.4 KM 1130108.1 |
 LJ0363| CN8393 80 13 B RM 2                         21.110 METERS 15736     |
 LJ0363| LJ0362 80 13 B AZ MK                       454.234 METERS 1800551.0 |
 LJ0363| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX. 7.7 KM 3112755.3 |
 LJ0363|---------------------------------------------------------------------|
 LJ0363
 LJ0363                          SUPERSEDED SURVEY CONTROL
 LJ0363
 LJ0363  NAD 83(1986)-  40 53 29.92525(N)    100 05 27.12827(W) AD(       ) 2
 LJ0363  NAD 27      -  40 53 29.89236(N)    100 05 25.67953(W) AD(       ) 2
 LJ0363  NGVD 29 (07/19/86)  771.7    (m)         2532.     (f) VERT ANG       
 LJ0363
 LJ0363.Superseded values are not recommended for survey control.
 LJ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0363.See file dsdata.txt to determine how the superseded data were derived.
 LJ0363
 LJ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0810527301(NAD 83)
 LJ0363_MARKER: DS = TRIANGULATION STATION DISK
 LJ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0363
 LJ0363  HISTORY     - Date     Condition        Report By
 LJ0363  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0363
 LJ0363                          STATION DESCRIPTION
 LJ0363
 LJ0363'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 LJ0363'THE STATION IS LOCATED 1.2 MILES WEST AND 0.3 MILE SOUTH OF
 LJ0363'RAILROAD STATION AT WILLOW ISLAND BETWEEN SECTIONS 29 AND 30,
 LJ0363'T11N, R 24 W.
 LJ0363'
 LJ0363'TO REACH STATION FROM THE RAILROAD STATION AT WILLOW ISLAND,
 LJ0363'PROCEED WEST 1.2 MILES ALONG HIGHWAY 30, TURN LEFT (SOUTH) AND
 LJ0363'PROCEED ALONG COUNTY ROAD FOR 0.3 MILE TO STATION IN THE
 LJ0363'CENTERLINE OF COUNTY ROAD.
 LJ0363'
 LJ0363'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0363'DISK STAMPED 80-13B 1960.  IT IS SET ABOUT 1.0 FEET BELOW GROUND
 LJ0363'ELEVATION, 27.0 FEET WEST OF EAST R.O.W. FENCE, 58.8 FEET
 LJ0363'NORTH OF NORTH END OF SECOND SHORT ROW OF COTTONWOOD TREES ON
 LJ0363'THE EAST SIDE OF COUNTY ROAD, 215.4 FEET SOUTH OF SOUTH END
 LJ0363'OF BRIDGE OVER SLOUGH.
 LJ0363'
 LJ0363'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0363'MARK DISK STAMPED 80-13B R.M. 1 PROJECTS 0.2 FEET ABOVE GROUND
 LJ0363'ELEVATION AT SOUTH END OF NORTH ROW OF COTTONWOOD TREES ON THE
 LJ0363'EAST SIDE OF COUNTY ROAD, 1.2 FEET WEST OF THE EAST R.O.W. FENCE.
 LJ0363'
 LJ0363'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0363'MARK DISK STAMPED 80-13B R.M. 2.  IT PROJECTS 0.2 FEET ABOVE
 LJ0363'GROUND ELEVATION, 1.0 FEET WEST OF THE EAST R.O.W. FENCE,
 LJ0363'ABOUT 10.0 FEET NORTH OF NORTH END OF SOUTH SHORT ROW OF
 LJ0363'COTTONWOOD TREES.
 LJ0363'
 LJ0363'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0363'DISK STAMPED 80-13B 1960.  IT IS SET IN THE TOP OF A 6 INCH
 LJ0363'CONCRETE POST 0.1 FOOT ABOVE THE GROUND, 0.3 MILE SOUTH OF
 LJ0363'STATION AT END OF COUNTY ROAD, 0.9 FOOT NORTH OF WITNESS POST,
 LJ0363'1.1 FEET NORTH OF EAST-WEST FENCE, 29.0 FEET EAST OF POWER POLE
 LJ0363'AT SOUTH END OF GATE IN NORTH-SOUTH FENCE ON THE WEST SIDE
 LJ0363'OF COUNTY ROAD, 53.5 FEET SOUTHWEST OF TELEPHONE POLE ON THE
 LJ0363'EAST SIDE OF THE ROAD.
 LJ0363'
 LJ0363'TO REACH AZIMUTH MARK FROM STATION, PROCEED SOUTH 0.3 MILE
 LJ0363'ALONG COUNTY ROAD TO MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0362 ***********************************************************************
 LJ0362  DESIGNATION -  80 13 B AZ MK
 LJ0362  PID         -  LJ0362
 LJ0362  STATE/COUNTY-  NE/DAWSON
 LJ0362  USGS QUAD   -  WILLOW ISLAND (1970)
 LJ0362
 LJ0362                         *CURRENT SURVEY CONTROL
 LJ0362  ___________________________________________________________________
 LJ0362* NAD 83(1995)-  40 53 15.19327(N)    100 05 27.15590(W)     ADJUSTED  
 LJ0362* NAVD 88     -       770.     (meters)    2526.     (feet)  VERTCON   
 LJ0362  ___________________________________________________________________
 LJ0362  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 LJ0362  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 LJ0362
 LJ0362  HORZ ORDER  -  SECOND
 LJ0362
 LJ0362.The horizontal coordinates were established by classical geodetic methods
 LJ0362.and adjusted by the National Geodetic Survey in August 1997..
 LJ0362
 LJ0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0362
 LJ0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0362
 LJ0362.The geoid height was determined by GEOID03.
 LJ0362
 LJ0362;                    North         East     Units Scale Factor Converg.
 LJ0362;SPC NE       -   117,051.124   492,343.271   MT  0.99971640   -0 03 36.8
 LJ0362;UTM  14      - 4,526,847.282   408,099.056   MT  0.99970395   -0 42 50.8
 LJ0362
 LJ0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0362!SPC NE       -   0.99988283  x   0.99971640  =   0.99959926
 LJ0362!UTM  14      -   0.99988283  x   0.99970395  =   0.99958681
 LJ0362
 LJ0362                          SUPERSEDED SURVEY CONTROL
 LJ0362
 LJ0362  NAD 83(1986)-  40 53 15.20020(N)    100 05 27.16125(W) AD(       ) 2
 LJ0362  NAD 27      -  40 53 15.16714(N)    100 05 25.71249(W) AD(       ) 2
 LJ0362  NGVD 29 (07/19/86)  770.     (m)         2526.     (f) VERT ANG       
 LJ0362
 LJ0362.Superseded values are not recommended for survey control.
 LJ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0362.See file dsdata.txt to determine how the superseded data were derived.
 LJ0362
 LJ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0809926847(NAD 83)
 LJ0362_MARKER: DZ = AZIMUTH MARK DISK
 LJ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0362+STABILITY: SURFACE MOTION
 LJ0362
 LJ0362  HISTORY     - Date     Condition        Report By
 LJ0362  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0362
 LJ0362                          STATION DESCRIPTION
 LJ0362
 LJ0362'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LJ0362'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0362'DISK STAMPED 80-13B 1960.  IT IS SET IN THE TOP OF A 6 INCH
 LJ0362'CONCRETE POST 0.1 FOOT ABOVE THE GROUND, 0.3 MILE SOUTH OF
 LJ0362'STATION AT END OF COUNTY ROAD, 0.9 FOOT NORTH OF WITNESS POST,
 LJ0362'1.1 FEET NORTH OF EAST-WEST FENCE, 29.0 FEET EAST OF POWER POLE
 LJ0362'AT SOUTH END OF GATE IN NORTH-SOUTH FENCE ON THE WEST SIDE
 LJ0362'OF COUNTY ROAD, 53.5 FEET SOUTHWEST OF TELEPHONE POLE ON THE
 LJ0362'EAST SIDE OF THE ROAD.
 LJ0362'
 LJ0362'TO REACH AZIMUTH MARK FROM STATION, PROCEED SOUTH 0.3 MILE
 LJ0362'ALONG COUNTY ROAD TO MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0361 ***********************************************************************
 LJ0361  DESIGNATION -  80 13 C
 LJ0361  PID         -  LJ0361
 LJ0361  STATE/COUNTY-  NE/DAWSON
 LJ0361  USGS QUAD   -  WILLOW ISLAND (1970)
 LJ0361
 LJ0361                         *CURRENT SURVEY CONTROL
 LJ0361  ___________________________________________________________________
 LJ0361* NAD 83(1995)-  40 53 21.33027(N)    100 07 12.67748(W)     ADJUSTED  
 LJ0361* NAVD 88     -       774.2    (meters)    2540.     (feet)  VERTCON   
 LJ0361  ___________________________________________________________________
 LJ0361  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 LJ0361  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 LJ0361
 LJ0361  HORZ ORDER  -  SECOND
 LJ0361
 LJ0361.The horizontal coordinates were established by classical geodetic methods
 LJ0361.and adjusted by the National Geodetic Survey in August 1997..
 LJ0361
 LJ0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0361
 LJ0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0361
 LJ0361.The geoid height was determined by GEOID03.
 LJ0361
 LJ0361;                    North         East     Units Scale Factor Converg.
 LJ0361;SPC NE       -   117,243.397   489,873.918   MT  0.99971609   -0 04 46.7
 LJ0361;UTM  14      - 4,527,067.717   405,632.081   MT  0.99970961   -0 43 60.0
 LJ0361
 LJ0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0361!SPC NE       -   0.99988221  x   0.99971609  =   0.99959834
 LJ0361!UTM  14      -   0.99988221  x   0.99970961  =   0.99959186
 LJ0361
 LJ0361|---------------------------------------------------------------------|
 LJ0361| PID    Reference Object                     Distance      Geod. Az  |
 LJ0361|                                                           dddmmss.s |
 LJ0361| CN8395 80 13 C RM 1                         17.237 METERS 09611     |
 LJ0361| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX. 6.3 KM 3281557.8 |
 LJ0361| CN8396 80 13 C RM 2                         21.193 METERS 33757     |
 LJ0361| CN8394 80 13 C AZ MK                                      3393917.1 |
 LJ0361|---------------------------------------------------------------------|
 LJ0361
 LJ0361                          SUPERSEDED SURVEY CONTROL
 LJ0361
 LJ0361  NAD 83(1986)-  40 53 21.33703(N)    100 07 12.68298(W) AD(       ) 2
 LJ0361  NAD 27      -  40 53 21.30421(N)    100 07 11.22951(W) AD(       ) 2
 LJ0361  NGVD 29 (07/19/86)  773.9    (m)         2539.     (f) VERT ANG       
 LJ0361
 LJ0361.Superseded values are not recommended for survey control.
 LJ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0361.See file dsdata.txt to determine how the superseded data were derived.
 LJ0361
 LJ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0563227068(NAD 83)
 LJ0361_MARKER: DS = TRIANGULATION STATION DISK
 LJ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0361
 LJ0361  HISTORY     - Date     Condition        Report By
 LJ0361  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0361
 LJ0361                          STATION DESCRIPTION
 LJ0361
 LJ0361'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LJ0361'STATION IS LOCATED 3.1 MILES EAST AND 0.9 MILE SOUTH OF RAILROAD
 LJ0361'STATION AT GOTHENBURG, IN SECTION 24, T11N, R 25 W.
 LJ0361'
 LJ0361'TO REACH STATION FROM RAILROAD STATION AT GOTHENBURG PROCEED EAST
 LJ0361'0.4 MILES ALONG HIGHWAY 30, TURN RIGHT (SOUTH) AND PROCEED
 LJ0361'0.9 MILE ALONG COUNTY ROAD TO INTERSECTION WITH ROAD TO EAST,
 LJ0361'THEN TURN LEFT (EAST) AND PROCEED 2.7 MILES ALONG WINDING ROAD
 LJ0361'TO STATION IN CENTERLINE OF COUNTY ROAD.
 LJ0361'
 LJ0361'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0361'DISK STAMPED 80-13C 1960 SET ABOUT 1.0 FOOT BELOW GROUND
 LJ0361'ELEVATION, 34.0 FEET SOUTH OF NORTH R.O.W. FENCE, 72.9 FEET
 LJ0361'SOUTHEAST OF TRIMMED DOUBLE TRUNK 12 INCH COTTONWOOD TREE,
 LJ0361'59.1 FEET SOUTH WEST OF WEST END OF ROW OF COTTONWOOD TREES,
 LJ0361'ON THE NORTH SIDE OF THE ROAD.
 LJ0361'
 LJ0361'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0361'MARK DISK STAMPED 80-13C R.M. 1 SET FLUSH WITH THE GROUND, 0.6
 LJ0361'FOOT SOUTH OF NORTH R.O.W. FENCE, 12.6 FEET WEST OF WEST END OF
 LJ0361'ROW OF COTTONWOOD TREES, 34.0 FEET NORTH OF CENTERLINE OF
 LJ0361'COUNTY ROAD.
 LJ0361'
 LJ0361'REFERENCE MARK 2 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0361'MARK DISK STAMPED 80-13C R.M. 2.  IT PROJECTS 0.1 FOOT ABOVE
 LJ0361'GROUND ELEVATION, 0.8 FOOT SOUTH OF NORTH R.O.W. FENCE, 35.0
 LJ0361'FEET NORTH OF CENTERLINE ON COUNTY ROAD, 9.4 FEET EAST OF TRIMMED
 LJ0361'12 INCH TREES.
 LJ0361'
 LJ0361'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LJ0361'STAMPED 80-13C 1960 SET FLUSH WITH GROUND IN THE TOP OF A 6
 LJ0361'INCH CONCRETE POST, IN THE NORTHWEST CORNER OF FENCE HAY ENCLOSURE
 LJ0361'IN THE SOUTH EDGE OF SLOUGH, 0.9 FEET SOUTHWEST OF STEEL POST
 LJ0361'AND SIGN, 1.8 FEET SOUTH OF FENCE CORNER.
 LJ0361'
 LJ0361'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED 0.4 MILES
 LJ0361'WEST ALONG COUNTY ROAD FROM STATION TO GATE INTO MEADOW, TURN
 LJ0361'RIGHT (NORTH) AND PROCEED 0.2 MILES ALONG MEADOW TRAIL TO FENCED
 LJ0361'ENCLOSURE FOR HAY PILES, AS DESCRIBED PREVIOUSLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0379 ***********************************************************************
 LJ0379  DESIGNATION -  80 13 D
 LJ0379  PID         -  LJ0379
 LJ0379  STATE/COUNTY-  NE/DAWSON
 LJ0379  USGS QUAD   -  GOTHENBURG (1983)
 LJ0379
 LJ0379                         *CURRENT SURVEY CONTROL
 LJ0379  ___________________________________________________________________
 LJ0379* NAD 83(1995)-  40 54 27.68526(N)    100 08 20.63401(W)     ADJUSTED  
 LJ0379* NAVD 88     -       778.3    (meters)    2553.     (feet)  VERTCON   
 LJ0379  ___________________________________________________________________
 LJ0379  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 LJ0379  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 LJ0379
 LJ0379  HORZ ORDER  -  SECOND
 LJ0379
 LJ0379.The horizontal coordinates were established by classical geodetic methods
 LJ0379.and adjusted by the National Geodetic Survey in August 1997..
 LJ0379
 LJ0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0379
 LJ0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0379
 LJ0379.The geoid height was determined by GEOID03.
 LJ0379
 LJ0379;                    North         East     Units Scale Factor Converg.
 LJ0379;SPC NE       -   119,292.097   488,286.803   MT  0.99971271   -0 05 31.8
 LJ0379;UTM  14      - 4,529,134.386   404,068.449   MT  0.99971327   -0 44 45.5
 LJ0379
 LJ0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0379!SPC NE       -   0.99988156  x   0.99971271  =   0.99959430
 LJ0379!UTM  14      -   0.99988156  x   0.99971327  =   0.99959486
 LJ0379
 LJ0379:                Primary Azimuth Mark                     Grid Az
 LJ0379:SPC NE       -  80 13 D AZ MK                            199 07 03.9
 LJ0379:UTM  14      -  80 13 D AZ MK                            199 46 17.6
 LJ0379
 LJ0379|---------------------------------------------------------------------|
 LJ0379| PID    Reference Object                     Distance      Geod. Az  |
 LJ0379|                                                           dddmmss.s |
 LJ0379| LJ0378 80 13 D AZ MK                       494.401 METERS 1990132.1 |
 LJ0379| CN8397 80 13 D RM 1                         48.576 METERS 21007     |
 LJ0379| CN8398 80 13 D RM 2                         31.221 METERS 30335     |
 LJ0379|---------------------------------------------------------------------|
 LJ0379
 LJ0379                          SUPERSEDED SURVEY CONTROL
 LJ0379
 LJ0379  NAD 83(1986)-  40 54 27.69201(N)    100 08 20.63975(W) AD(       ) 2
 LJ0379  NAD 27      -  40 54 27.65928(N)    100 08 19.18150(W) AD(       ) 2
 LJ0379  NGVD 29 (07/19/86)  778.0    (m)         2552.     (f) VERT ANG       
 LJ0379
 LJ0379.Superseded values are not recommended for survey control.
 LJ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0379.See file dsdata.txt to determine how the superseded data were derived.
 LJ0379
 LJ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0406829134(NAD 83)
 LJ0379_MARKER: DS = TRIANGULATION STATION DISK
 LJ0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0379
 LJ0379  HISTORY     - Date     Condition        Report By
 LJ0379  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0379
 LJ0379                          STATION DESCRIPTION
 LJ0379
 LJ0379'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LJ0379'STATION IS LOCATED ABOUT 1.6 MILES EAST AND 0.5 MILE SOUTH OF
 LJ0379'RAILROAD STATION AT GOTHENBURG IN SECTION 23, TOWNSHIP 11 NORTH,
 LJ0379'RANGE 25 WEST.
 LJ0379'
 LJ0379'TO REACH STATION FROM THE RAILROAD STATION AT GOTHENBURG,
 LJ0379'PROCEED EAST 0.4 MILE ALONG HIGHWAY 30, TURN RIGHT (SOUTH) AND
 LJ0379'PROCEED 0.9 MILE ALONG COUNTY ROAD TO INTERSECTION WITH ROAD FROM
 LJ0379'EAST, THEN TURN LEFT (EAST) PROCEED 1.2 MILES TO GATE INTO
 LJ0379'MEADOW, TURN LEFT (NORTH) PROCEED ALONG NORTH-SOUTH FENCE
 LJ0379'WEST OF MEADOW ENTRANCE FOR 0.4 MILE TO FIRST EAST-WEST FENCE,
 LJ0379'BEAR RIGHT (NORTHEAST) AT PASTURE ENTRANCE AND PROCEED 300
 LJ0379'FEET TO TOP OF SMALL RIDGE TO STATION.
 LJ0379'
 LJ0379'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0379'MARK DISK, STAMPED 80-13D 1960 SET FLUSH WITH THE GROUND.
 LJ0379'
 LJ0379'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0379'MARK DISK STAMPED 80-13D R.M. 1 WHICH PROJECTS 0.3 FOOT ABOVE THE
 LJ0379'GROUND ELEVATION, 1.0 FEET NORTH OF EAST-WEST FENCE, 333 FEET
 LJ0379'EAST OF NORTH-SOUTH PASTURE FENCE.
 LJ0379'
 LJ0379'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LJ0379'DISK STAMPED 80-13D R.M. 2 WHICH PROJECTS 0.3 FOOT ABOVE
 LJ0379'GROUND ELEVATION, ON TOP OF SMALL KNOLL WEST OF STATION, 245.0
 LJ0379'FEET EAST OF NORTH-SOUTH FENCE, 165.8 FEET NORTH OF EAST-WEST
 LJ0379'FENCE.
 LJ0379'
 LJ0379'AZIMUTH MARK IS STANDARD DEPARTMENT OF ROADS AZIMUTH MARK DISK
 LJ0379'STAMPED 80-13D 1960 SET IN THE TOP OF 6 INCH CONCRETE POST WHICH
 LJ0379'PROJECTS 0.1 FOOT ABOVE GROUND ABOUT 530.0 FEET NORTHWEST OF
 LJ0379'MEADOW ENTRANCE FROM WILLOW ISLAND ROAD, 1.6 FEET NORTH
 LJ0379'OF STEEL WITNESS POST AND SIGN, 3.1 FEET NORTH OF
 LJ0379'EAST-WEST FENCE ON THE NORTH SIDE OF HAY STACK ENCLOSURE, AND
 LJ0379'2.5 FEET NORTHWEST OF THE NORTHEAST CORNER POST OF HAY
 LJ0379'STACK ENCLOSURE.
 LJ0379'
 LJ0379'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH ALONG
 LJ0379'THE NORTH-SOUTH FENCE IN THE MEADOW FOR 0.4 MILE TO EAST-WEST
 LJ0379'FENCE ON NORTH SIDE OF HAY STACK ENCLOSURE TO MARK AT NORTHEAST
 LJ0379'CORNER OF ENCLOSURE AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0378 ***********************************************************************
 LJ0378  DESIGNATION -  80 13 D AZ MK
 LJ0378  PID         -  LJ0378
 LJ0378  STATE/COUNTY-  NE/DAWSON
 LJ0378  USGS QUAD   -  GOTHENBURG (1983)
 LJ0378
 LJ0378                         *CURRENT SURVEY CONTROL
 LJ0378  ___________________________________________________________________
 LJ0378* NAD 83(1995)-  40 54 12.53360(N)    100 08 27.52016(W)     ADJUSTED  
 LJ0378* NAVD 88     -       779.     (meters)    2556.     (feet)  VERTCON   
 LJ0378  ___________________________________________________________________
 LJ0378  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 LJ0378  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 LJ0378
 LJ0378  HORZ ORDER  -  SECOND
 LJ0378
 LJ0378.The horizontal coordinates were established by classical geodetic methods
 LJ0378.and adjusted by the National Geodetic Survey in August 1997..
 LJ0378
 LJ0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0378
 LJ0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0378
 LJ0378.The geoid height was determined by GEOID03.
 LJ0378
 LJ0378;                    North         East     Units Scale Factor Converg.
 LJ0378;SPC NE       -   118,825.097   488,124.928   MT  0.99971347   -0 05 36.3
 LJ0378;UTM  14      - 4,528,669.264   403,901.256   MT  0.99971366   -0 44 49.8
 LJ0378
 LJ0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0378!SPC NE       -   0.99988140  x   0.99971347  =   0.99959491
 LJ0378!UTM  14      -   0.99988140  x   0.99971366  =   0.99959510
 LJ0378
 LJ0378                          SUPERSEDED SURVEY CONTROL
 LJ0378
 LJ0378  NAD 83(1986)-  40 54 12.54032(N)    100 08 27.52589(W) AD(       ) 2
 LJ0378  NAD 27      -  40 54 12.50750(N)    100 08 26.06766(W) AD(       ) 2
 LJ0378  NGVD 29 (07/19/86)  779.     (m)         2556.     (f) VERT ANG       
 LJ0378
 LJ0378.Superseded values are not recommended for survey control.
 LJ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0378.See file dsdata.txt to determine how the superseded data were derived.
 LJ0378
 LJ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0390128669(NAD 83)
 LJ0378_MARKER: DZ = AZIMUTH MARK DISK
 LJ0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0378+STABILITY: SURFACE MOTION
 LJ0378
 LJ0378  HISTORY     - Date     Condition        Report By
 LJ0378  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0378
 LJ0378                          STATION DESCRIPTION
 LJ0378
 LJ0378'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LJ0378'AZIMUTH MARK IS STANDARD DEPARTMENT OF ROADS AZIMUTH MARK DISK
 LJ0378'STAMPED 80-13D 1960 SET IN THE TOP OF 6 INCH CONCRETE POST WHICH
 LJ0378'PROJECTS 0.1 FOOT ABOVE GROUND ABOUT 530.0 FEET NORTHWEST OF
 LJ0378'MEADOW ENTRANCE FROM WILLOW ISLAND ROAD, 1.6 FEET NORTH
 LJ0378'OF STEEL WITNESS POST AND SIGN, 3.1 FEET NORTH OF
 LJ0378'EAST-WEST FENCE ON THE NORTH SIDE OF HAY STACK ENCLOSURE, AND
 LJ0378'2.5 FEET NORTHWEST OF THE NORTHEAST CORNER POST OF HAY
 LJ0378'STACK ENCLOSURE.
 LJ0378'
 LJ0378'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH ALONG
 LJ0378'THE NORTH-SOUTH FENCE IN THE MEADOW FOR 0.4 MILE TO EAST-WEST
 LJ0378'FENCE ON NORTH SIDE OF HAY STACK ENCLOSURE TO MARK AT NORTHEAST
 LJ0378'CORNER OF ENCLOSURE AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0380 ***********************************************************************
 LJ0380  DESIGNATION -  80 13 E
 LJ0380  PID         -  LJ0380
 LJ0380  STATE/COUNTY-  NE/DAWSON
 LJ0380  USGS QUAD   -  GOTHENBURG (1983)
 LJ0380
 LJ0380                         *CURRENT SURVEY CONTROL
 LJ0380  ___________________________________________________________________
 LJ0380* NAD 83(1995)-  40 55 10.61904(N)    100 09 14.91959(W)     ADJUSTED  
 LJ0380* NAVD 88     -       780.9    (meters)    2562.     (feet)  VERTCON   
 LJ0380  ___________________________________________________________________
 LJ0380  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 LJ0380  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 LJ0380
 LJ0380  HORZ ORDER  -  SECOND
 LJ0380
 LJ0380.The horizontal coordinates were established by classical geodetic methods
 LJ0380.and adjusted by the National Geodetic Survey in August 1997..
 LJ0380
 LJ0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0380
 LJ0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0380
 LJ0380.The geoid height was determined by GEOID03.
 LJ0380
 LJ0380;                    North         East     Units Scale Factor Converg.
 LJ0380;SPC NE       -   120,618.281   487,019.060   MT  0.99971057   -0 06 07.7
 LJ0380;UTM  14      - 4,530,474.955   402,815.918   MT  0.99971624   -0 45 21.7
 LJ0380
 LJ0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0380!SPC NE       -   0.99988115  x   0.99971057  =   0.99959175
 LJ0380!UTM  14      -   0.99988115  x   0.99971624  =   0.99959742
 LJ0380
 LJ0380|---------------------------------------------------------------------|
 LJ0380| PID    Reference Object                     Distance      Geod. Az  |
 LJ0380|                                                           dddmmss.s |
 LJ0380| CN8399 80 13 E RM 1                          5.185 METERS 05520     |
 LJ0380| LJ0381 80 13 F                             APPROX. 0.9 KM 2040358.0 |
 LJ0380| CN8400 80 13 E RM 2                         26.213 METERS 23136     |
 LJ0380| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX. 2.1 KM 3464609.6 |
 LJ0380|---------------------------------------------------------------------|
 LJ0380
 LJ0380                          SUPERSEDED SURVEY CONTROL
 LJ0380
 LJ0380  NAD 83(1986)-  40 55 10.62575(N)    100 09 14.92547(W) AD(       ) 2
 LJ0380  NAD 27      -  40 55 10.59387(N)    100 09 13.46415(W) AD(       ) 2
 LJ0380  NGVD 29 (07/19/86)  780.6    (m)         2561.     (f) VERT ANG       
 LJ0380
 LJ0380.Superseded values are not recommended for survey control.
 LJ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0380.See file dsdata.txt to determine how the superseded data were derived.
 LJ0380
 LJ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0281630475(NAD 83)
 LJ0380_MARKER: DS = TRIANGULATION STATION DISK
 LJ0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0380
 LJ0380  HISTORY     - Date     Condition        Report By
 LJ0380  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0380
 LJ0380                          STATION DESCRIPTION
 LJ0380
 LJ0380'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LJ0380'STATION IS LOCATED 0.4 MILE EAST AND 0.5 MILE SOUTH OF RAILROAD
 LJ0380'STATION AT GOTHENBURG, IN SECTION 15, T11N, R 25 W.
 LJ0380'
 LJ0380'TO REACH THE STATION FROM THE RAILROAD STATION AT GOTHENBURG,
 LJ0380'PROCEED EAST 0.4 MILE ALONG HIGHWAY 30, TURN RIGHT (SOUTH) AND
 LJ0380'PROCEED FOR 0.5 MILE ALONG COUNTY ROAD, TURN LEFT (EAST) INTO
 LJ0380'PASTURE THROUGH GATE AND PROCEED ALONG CANAL DIKE TO STATION.
 LJ0380'
 LJ0380'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0380'MARK DISK STAMPED 80-13E 1960 WHICH PROJECTS 0.1 FOOT ABOVE
 LJ0380'GROUND ON TOP OF CANAL DIKE.
 LJ0380'
 LJ0380'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0380'MARK DISK STAMPED 80-13E R.M. 1, WHICH PROJECTS 0.1 FOOT ABOVE
 LJ0380'GROUND ELEVATION ON TOP OF CANAL DIKE, 2.6 FEET NORTHEAST OF
 LJ0380'GAS LINE MARKER POST.
 LJ0380'
 LJ0380'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LJ0380'DISK STAMPED 80-13E R.M. 2, WHICH PROJECTS 0.1 FOOT ABOVE GROUND
 LJ0380'ELEVATION, ON TOP OF CANAL DIKE, 1.0 FOOT EAST OF STEEL WITNESS
 LJ0380'POST AND SIGN.
 LJ0380'
 LJ0380'THERE IS NO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0381 ***********************************************************************
 LJ0381  DESIGNATION -  80 13 F
 LJ0381  PID         -  LJ0381
 LJ0381  STATE/COUNTY-  NE/DAWSON
 LJ0381  USGS QUAD   -  GOTHENBURG (1983)
 LJ0381
 LJ0381                         *CURRENT SURVEY CONTROL
 LJ0381  ___________________________________________________________________
 LJ0381* NAD 83(1995)-  40 54 44.52928(N)    100 09 30.27889(W)     ADJUSTED  
 LJ0381* NAVD 88     -       780.2    (meters)    2560.     (feet)  VERTCON   
 LJ0381  ___________________________________________________________________
 LJ0381  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 LJ0381  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 LJ0381
 LJ0381  HORZ ORDER  -  SECOND
 LJ0381
 LJ0381.The horizontal coordinates were established by classical geodetic methods
 LJ0381.and adjusted by the National Geodetic Survey in August 1997..
 LJ0381
 LJ0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0381
 LJ0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0381
 LJ0381.The geoid height was determined by GEOID03.
 LJ0381
 LJ0381;                    North         East     Units Scale Factor Converg.
 LJ0381;SPC NE       -   119,814.351   486,658.294   MT  0.99971186   -0 06 17.9
 LJ0381;UTM  14      - 4,529,675.190   402,446.000   MT  0.99971713   -0 45 31.3
 LJ0381
 LJ0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0381!SPC NE       -   0.99988126  x   0.99971186  =   0.99959315
 LJ0381!UTM  14      -   0.99988126  x   0.99971713  =   0.99959842
 LJ0381
 LJ0381:                Primary Azimuth Mark                     Grid Az
 LJ0381:SPC NE       -  80 13 E                                  024 10 05.9
 LJ0381:UTM  14      -  80 13 E                                  024 49 19.3
 LJ0381
 LJ0381|---------------------------------------------------------------------|
 LJ0381| PID    Reference Object                     Distance      Geod. Az  |
 LJ0381|                                                           dddmmss.s |
 LJ0381| LJ0380 80 13 E                             APPROX. 0.9 KM 0240348.0 |
 LJ0381| CN8401 80 13 F RM 1                                       06845     |
 LJ0381| CN8402 80 13 F RM 2                         38.949 METERS 12752     |
 LJ0381|---------------------------------------------------------------------|
 LJ0381
 LJ0381                          SUPERSEDED SURVEY CONTROL
 LJ0381
 LJ0381  NAD 83(1986)-  40 54 44.53597(N)    100 09 30.28472(W) AD(       ) 2
 LJ0381  NAD 27      -  40 54 44.50448(N)    100 09 28.82440(W) AD(       ) 2
 LJ0381  NGVD 29 (07/19/86)  779.9    (m)         2559.     (f) VERT ANG       
 LJ0381
 LJ0381.Superseded values are not recommended for survey control.
 LJ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0381.See file dsdata.txt to determine how the superseded data were derived.
 LJ0381
 LJ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0244629675(NAD 83)
 LJ0381_MARKER: DS = TRIANGULATION STATION DISK
 LJ0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0381
 LJ0381  HISTORY     - Date     Condition        Report By
 LJ0381  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0381
 LJ0381                          STATION DESCRIPTION
 LJ0381
 LJ0381'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LJ0381'THE STATION IS LOCATED ABOUT 0.4 MILE EAST AND 0.9 MILE SOUTH
 LJ0381'OF THE RAILROAD STATION AT GOTHENBURG IN SECTION 22, T11N, R 25 W.
 LJ0381'
 LJ0381'TO REACH THE STATION FROM THE RAILROAD STATION AT GOTHENBURG,
 LJ0381'PROCEED EAST 0.4 MILE ALONG HIGHWAY 30, TURN LEFT (SOUTH) AND
 LJ0381'PROCEED 0.9 MILE ALONG COUNTY ROAD TO GATE IN PASTURE FENCE ON WEST
 LJ0381'R.O.W., TURN RIGHT (WEST) THROUGH PASTURE ENTRANCE GATE AND
 LJ0381'PROCEED 121.7 FEET TO THE TOP OF A SMALL RIDGE TO STATION.
 LJ0381'
 LJ0381'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION MARK
 LJ0381'DISK STAMPED 80-13F 1960 SET FLUSH WITH THE GROUND.
 LJ0381'
 LJ0381'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0381'MARK DISK STAMPED 80-13F R.M. 1 SET FLUSH WITH THE GROUND 1.0
 LJ0381'FOOT WEST OF WEST R.O.W. FENCE, 1.5 FEET WEST OF STEEL WITNESS
 LJ0381'POST AND SIGN, 62.0 FEET NORTH OF PASTURE ENTRANCE GATE.
 LJ0381'
 LJ0381'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0381'MARK DISK STAMPED 80-13F R.M. 2 SET FLUSH WITH THE GROUND, 0.6
 LJ0381'FOOT WEST OF WEST R.O.W. FENCE AND 70.7 FEET SOUTH OF PASTURE
 LJ0381'ENTRANCE GATE.
 LJ0381'
 LJ0381'THERE IS NO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0360 ***********************************************************************
 LJ0360  DESIGNATION -  80 13 RESET
 LJ0360  PID         -  LJ0360
 LJ0360  STATE/COUNTY-  NE/DAWSON
 LJ0360  USGS QUAD   -  WILLOW ISLAND (1970)
 LJ0360
 LJ0360                         *CURRENT SURVEY CONTROL
 LJ0360  ___________________________________________________________________
 LJ0360* NAD 83(1995)-  40 52 56.37928(N)    100 02 00.72107(W)     ADJUSTED  
 LJ0360* NAVD 88     -       765.5    (meters)    2511.     (feet)  VERTCON   
 LJ0360  ___________________________________________________________________
 LJ0360  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 LJ0360  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 LJ0360
 LJ0360  HORZ ORDER  -  SECOND
 LJ0360
 LJ0360.The horizontal coordinates were established by classical geodetic methods
 LJ0360.and adjusted by the National Geodetic Survey in August 1997..
 LJ0360
 LJ0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0360
 LJ0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0360
 LJ0360.The geoid height was determined by GEOID03.
 LJ0360
 LJ0360;                    North         East     Units Scale Factor Converg.
 LJ0360;SPC NE       -   116,467.444   497,174.429   MT  0.99971738   -0 01 20.0
 LJ0360;UTM  14      - 4,526,208.502   412,923.148   MT  0.99969332   -0 40 35.4
 LJ0360
 LJ0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0360!SPC NE       -   0.99988359  x   0.99971738  =   0.99960101
 LJ0360!UTM  14      -   0.99988359  x   0.99969332  =   0.99957695
 LJ0360
 LJ0360|---------------------------------------------------------------------|
 LJ0360| PID    Reference Object                     Distance      Geod. Az  |
 LJ0360|                                                           dddmmss.s |
 LJ0360| CN8405 80 13 RESET RM 1                      5.486 METERS 08940     |
 LJ0360| LJ0373 80 13 AZ MK RESET                   APPROX. 0.9 KM 1803437.7 |
 LJ0360| CN8406 80 13 RESET RM 2                     18.526 METERS 32915     |
 LJ0360|---------------------------------------------------------------------|
 LJ0360
 LJ0360                          SUPERSEDED SURVEY CONTROL
 LJ0360
 LJ0360  NAD 83(1986)-  40 52 56.38667(N)    100 02 00.72633(W) AD(       ) 2
 LJ0360  NAD 27      -  40 52 56.35525(N)    100 01 59.28563(W) AD(       ) 2
 LJ0360  NGVD 29 (07/19/86)  765.2    (m)         2510.     (f) VERT ANG       
 LJ0360
 LJ0360.Superseded values are not recommended for survey control.
 LJ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0360.See file dsdata.txt to determine how the superseded data were derived.
 LJ0360
 LJ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1292326209(NAD 83)
 LJ0360_MARKER: DS = TRIANGULATION STATION DISK
 LJ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0360
 LJ0360  HISTORY     - Date     Condition        Report By
 LJ0360  HISTORY     - 1963     MONUMENTED       NEDR
 LJ0360
 LJ0360                          STATION DESCRIPTION
 LJ0360
 LJ0360'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963 (GLC)
 LJ0360'STATION IS LOCATED ABOUT 3.0 MILES WEST AND 0.5 MILE NORTH
 LJ0360'OF THE RAILROAD STATION AT COZAD, BETWEEN SECTIONS 34 AND
 LJ0360'35, RANGE 24W, TOWNSHIP 11N.
 LJ0360'
 LJ0360'TO REACH THE STATION FROM THE RAILROAD STATION AT COZAD,
 LJ0360'PROCEED WEST ALONG HIGHWAY 30 FOR 3.0 MILES TO COUNTY ROAD
 LJ0360'JUNCTION, TURN RIGHT (NORTH) AND PROCEED ALONG COUNTY ROAD
 LJ0360'FOR 0.5 MILE TO THE STATION IN THE CENTERLINE OF THE COUNTY
 LJ0360'ROAD.
 LJ0360'
 LJ0360'STATION MARK IS A STANDARD DEPARTMENT OF ROADS TRIANGULATION
 LJ0360'DISK STAMPED 80-13 RESET-1963 WHICH IS BURIED ONE FOOT BELOW
 LJ0360'THE GROUND, 144.0 FEET NORTH OF THE SECOND POWER POLE NORTH
 LJ0360'OF A TRANSFORMER AND POWER LINE CROSSING EAST ACROSS THE
 LJ0360'COUNTY ROAD.  THE STATION IS 19.9 FEET WEST OF THE EAST R.O.W.
 LJ0360'FENCE AND 35.5 FEET EAST OF THE WEST R.O.W. FENCE.
 LJ0360'
 LJ0360'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 LJ0360'80-13 RESET 1963 AND IS SET FLUSH WITH THE GROUND 70 FEET
 LJ0360'WEST OF THE EAST R.O.W. FENCE, 18.0 FEET EAST OF THE STATION.
 LJ0360'
 LJ0360'REFERENCE MARK 2 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0360'MARK DISK STAMPED 80-13 RESET 1963, SET FLUSH WITH THE GROUND,
 LJ0360'60.78 FEET NORTHWEST OF THE STATION, 1.0 FOOT EAST OF THE
 LJ0360'3RD POWER POLE NORTH OF THE TRANSFORMER.
 LJ0360'
 LJ0360'AZIMUTH MARK IS A STANDARD DEPARTMENT OF ROADS AZIMUTH MARK
 LJ0360'DISK SET IN THE TOP OF A 6-INCH CONCRETE POST AND IS 0.2 FOOT
 LJ0360'BELOW THE SURFACE OF THE GROUND, 12.0 FEET EAST OF THE CENTERLINE
 LJ0360'OF THE COUNTY ROAD, 5.1 FEET WEST OF A STEEL WITNESS POST
 LJ0360'AND SIGN, 6.0 FEET WEST OF THE EAST R.O.W. FENCE, 6.3 FEET
 LJ0360'NORTH OF THE NORTH GATE POST, 218.3 FEET SOUTH OF THE SOUTH
 LJ0360'RAIL OF THE SOUTH MAIN TRACK OF THE UNION PACIFIC RAILROAD,
 LJ0360'(MEASURED ALONG COUNTY ROAD).
 LJ0360'
 LJ0360'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED 0.6 MILE
 LJ0360'SOUTH ALONG COUNTY ROAD TO THE MARK ON THE RIGHT SIDE OF THE
 LJ0360'COUNTY ROAD AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0388 ***********************************************************************
 LJ0388  DESIGNATION -  80 14
 LJ0388  PID         -  LJ0388
 LJ0388  STATE/COUNTY-  NE/DAWSON
 LJ0388  USGS QUAD   -  GOTHENBURG (1983)
 LJ0388
 LJ0388                         *CURRENT SURVEY CONTROL
 LJ0388  ___________________________________________________________________
 LJ0388* NAD 83(1995)-  40 55 16.83057(N)    100 10 00.07644(W)     ADJUSTED  
 LJ0388* NAVD 88     -       781.0    (meters)    2562.     (feet)  VERTCON   
 LJ0388  ___________________________________________________________________
 LJ0388  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 LJ0388  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 LJ0388
 LJ0388  HORZ ORDER  -  SECOND
 LJ0388
 LJ0388.The horizontal coordinates were established by classical geodetic methods
 LJ0388.and adjusted by the National Geodetic Survey in August 1997..
 LJ0388
 LJ0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0388
 LJ0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0388
 LJ0388.The geoid height was determined by GEOID03.
 LJ0388
 LJ0388;                    North         East     Units Scale Factor Converg.
 LJ0388;SPC NE       -   120,811.798   485,963.100   MT  0.99971027   -0 06 37.7
 LJ0388;UTM  14      - 4,530,680.511   401,762.228   MT  0.99971878   -0 45 51.4
 LJ0388
 LJ0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0388!SPC NE       -   0.99988113  x   0.99971027  =   0.99959143
 LJ0388!UTM  14      -   0.99988113  x   0.99971878  =   0.99959994
 LJ0388
 LJ0388|---------------------------------------------------------------------|
 LJ0388| PID    Reference Object                     Distance      Geod. Az  |
 LJ0388|                                                           dddmmss.s |
 LJ0388| CN8419 80 14 RM 1                           50.260 METERS 00616     |
 LJ0388| CN8420 80 14 RM 2                           23.420 METERS 10425     |
 LJ0388| LJ0387 80 14 AZ MK                         APPROX. 0.7 KM 3283704.7 |
 LJ0388|---------------------------------------------------------------------|
 LJ0388
 LJ0388                          SUPERSEDED SURVEY CONTROL
 LJ0388
 LJ0388  NAD 83(1986)-  40 55 16.83718(N)    100 10 00.08213(W) AD(       ) 2
 LJ0388  NAD 27      -  40 55 16.80721(N)    100 09 58.62920(W) AD(       ) 2
 LJ0388  NGVD 29 (07/19/86)  780.7    (m)         2561.     (f) VERT ANG       
 LJ0388
 LJ0388.Superseded values are not recommended for survey control.
 LJ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0388.See file dsdata.txt to determine how the superseded data were derived.
 LJ0388
 LJ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0176230681(NAD 83)
 LJ0388_MARKER: DS = TRIANGULATION STATION DISK
 LJ0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0388
 LJ0388  HISTORY     - Date     Condition        Report By
 LJ0388  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0388
 LJ0388                          STATION DESCRIPTION
 LJ0388
 LJ0388'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LJ0388'THE STATION IS LOCATED ABOUT 0.4 MILE SOUTH OF RAILROAD STATION
 LJ0388'AT GOTHENBURG IN SECTION 15, T11N, R25W.
 LJ0388'
 LJ0388'TO REACH THE STATION FROM THE RAILROAD STATION AT GOTHENBURG,
 LJ0388'PROCEED SOUTH ALONG HIGHWAY 47 FOR 0.4 MILE TO CURVE AND
 LJ0388'INTERSECTION WITH COUNTY ROAD AND STATION.
 LJ0388'
 LJ0388'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION MARK
 LJ0388'DISK STAMPED 80-14 1960.  IT IS BURIED 1.0 FOOT BELOW GROUND,
 LJ0388'10.9 FEET WEST OF WEST EDGE OF OIL ROAD, 100 FEET SOUTH OF NORTH
 LJ0388'RADIUS OF INTERSECTION, 18.6 FEET EAST OF THE WEST SHOULDER OF
 LJ0388'COUNTY ROAD.
 LJ0388'
 LJ0388'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0388'MARK DISK STAMPED 80-14 R.M. 1 WHICH PROJECTS 0.2 FOOT ABOVE
 LJ0388'THE GROUND, 4.4 FEET SOUTH OF NORTH CORNER POST, 40.1 FEET
 LJ0388'WEST OF WEST EDGE OF OIL ROAD, 27.0 FEET EAST OF CENTERLINE
 LJ0388'OF COUNTY ROAD, 64.9 FEET NORTH OF NORTH RADIUS OF INTERSECTION
 LJ0388'AND 19.5 FEET NORTHEAST OF NORTH END OF EAST HEADWALL OF 24 INCH
 LJ0388'CORRUGATED METAL CULVERT PIPE.
 LJ0388'
 LJ0388'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0388'MARK DISK STAMPED 80-14 R.M. 2 WHICH PROJECTS 0.2 FOOT ABOVE THE
 LJ0388'GROUND, 40.8 FEET EAST OF EAST EDGE OF ROAD, 0.9 FOOT WEST
 LJ0388'OF EAST R.O.W. FENCE, 27.5 FEET NORTH OF TELEPHONE POLE AND
 LJ0388'110.0 FEET SOUTH OF PASTURE CORNER.
 LJ0388'
 LJ0388'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0388'DISK STAMPED 80-14 1960.  IT IS SET IN THE TOP OF A SIX INCH
 LJ0388'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.  IT IS
 LJ0388'39.1 FEET SOUTH OF CENTERLINE OF FIFTH STREET, 29.6 FEET EAST
 LJ0388'OF CENTERLINE OF NORTH-SOUTH STREET, 13.6 FEET SOUTH OF CORNER
 LJ0388'FENCE POST, 1.4 FEET WEST OF FENCE, 1.3 FEET SOUTH WEST OF
 LJ0388'WITNESS POST.
 LJ0388'
 LJ0388'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH 0.3
 LJ0388'MILE ALONG COUNTY ROAD TO INTERSECTION OF AVENUE C AND FIFTH
 LJ0388'STREET, TURN LEFT (WEST) ON 5TH STREET AND PROCEED FOR 0.2 MILE
 LJ0388'TO INTERSECTION TO MARK IN SOUTHEAST CORNER OF INTERSECTION
 LJ0388'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0385 ***********************************************************************
 LJ0385  DESIGNATION -  80 14 A
 LJ0385  PID         -  LJ0385
 LJ0385  STATE/COUNTY-  NE/DAWSON
 LJ0385  USGS QUAD   -  GOTHENBURG (1983)
 LJ0385
 LJ0385                         *CURRENT SURVEY CONTROL
 LJ0385  ___________________________________________________________________
 LJ0385* NAD 83(1995)-  40 55 39.26709(N)    100 11 09.69672(W)     ADJUSTED  
 LJ0385* NAVD 88     -       782.6    (meters)    2568.     (feet)  VERTCON   
 LJ0385  ___________________________________________________________________
 LJ0385  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 LJ0385  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 LJ0385
 LJ0385  HORZ ORDER  -  SECOND
 LJ0385
 LJ0385.The horizontal coordinates were established by classical geodetic methods
 LJ0385.and adjusted by the National Geodetic Survey in August 1997..
 LJ0385
 LJ0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0385
 LJ0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0385
 LJ0385.The geoid height was determined by GEOID03.
 LJ0385
 LJ0385;                    North         East     Units Scale Factor Converg.
 LJ0385;SPC NE       -   121,507.037   484,336.044   MT  0.99970917   -0 07 23.8
 LJ0385;UTM  14      - 4,531,394.278   400,143.193   MT  0.99972273   -0 46 37.3
 LJ0385
 LJ0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0385!SPC NE       -   0.99988087  x   0.99970917  =   0.99959008
 LJ0385!UTM  14      -   0.99988087  x   0.99972273  =   0.99960364
 LJ0385
 LJ0385:                Primary Azimuth Mark                     Grid Az
 LJ0385:SPC NE       -  80 14 A AZ MK                            060 01 38.0
 LJ0385:UTM  14      -  80 14 A AZ MK                            060 40 51.5
 LJ0385
 LJ0385|---------------------------------------------------------------------|
 LJ0385| PID    Reference Object                     Distance      Geod. Az  |
 LJ0385|                                                           dddmmss.s |
 LJ0385| LJ0386 80 14 A AZ MK                       APPROX. 0.6 KM 0595414.2 |
 LJ0385| CN8407 80 14 A RM 1                          4.970 METERS 09117     |
 LJ0385| CN8408 80 14 A RM 2                          4.969 METERS 19449     |
 LJ0385|---------------------------------------------------------------------|
 LJ0385
 LJ0385                          SUPERSEDED SURVEY CONTROL
 LJ0385
 LJ0385  NAD 83(1986)-  40 55 39.27361(N)    100 11 09.70256(W) AD(       ) 2
 LJ0385  NAD 27      -  40 55 39.24441(N)    100 11 08.24476(W) AD(       ) 2
 LJ0385  NGVD 29 (07/19/86)  782.3    (m)         2567.     (f) VERT ANG       
 LJ0385
 LJ0385.Superseded values are not recommended for survey control.
 LJ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0385.See file dsdata.txt to determine how the superseded data were derived.
 LJ0385
 LJ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0014331394(NAD 83)
 LJ0385_MARKER: DS = TRIANGULATION STATION DISK
 LJ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0385
 LJ0385  HISTORY     - Date     Condition        Report By
 LJ0385  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0385
 LJ0385                          STATION DESCRIPTION
 LJ0385
 LJ0385'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LJ0385'THE STATION IS LOCATED ABOUT 1.4 MILES WEST AND 0.7 MILE
 LJ0385'SOUTH OF RAILROAD STATION AT GOTHENBURG IN SECTION 16, T11N, R
 LJ0385'25 W.
 LJ0385'
 LJ0385'TO REACH THE STATION FROM THE RAILROAD STATION AT GOTHENBURG,
 LJ0385'PROCEED WEST 1.4 MILES ALONG HIGHWAY 30, THEN TURN LEFT (SOUTH)
 LJ0385'ALONG COUNTY ROAD FOR 0.5 MILE TO FARM BUILDINGS IN THE SOUTHWEST
 LJ0385'CORNER OF THE INTERSECTION, CONTINUE SOUTH ALONG FARM LANE FOR 0.2
 LJ0385'MILE TO STATION ON THE RIGHT.
 LJ0385'
 LJ0385'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0385'MARK DISK STAMPED 80-14A 1960.  IT IS BURIED 1.0 FOOT BELOW
 LJ0385'GROUND, 16.79 FEET WEST OF EAST LANE FENCE AND 4.9 FEET EAST
 LJ0385'OF WEST LANE FENCE.
 LJ0385'
 LJ0385'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0385'MARK DISK STAMPED 80-14A R.M. 1 SET FLUSH WITH THE GROUND,
 LJ0385'0.5 FOOT WEST OF EAST LANE FENCE.
 LJ0385'
 LJ0385'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0385'MARK DISK STAMPED 80-14A R.M. 2 SET FLUSH WITH THE GROUND, 0.5
 LJ0385'FOOT EAST OF WEST LANE FENCE.
 LJ0385'
 LJ0385'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0385'DISK STAMPED 80-14A 1960, SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0385'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 38.0 FEET NORTH
 LJ0385'OF CENTERLINE OF COUNTY ROAD, 1.2 FEET SOUTH OF STEEL WITNESS
 LJ0385'POST, 1.5 FEET SOUTH OF NORTH R.O.W. FENCE AND 26.8 FEET EAST OF
 LJ0385'CORNER FENCE POST, AT T INTERSECTION OF NORTH-SOUTH, AND
 LJ0385'EAST-WEST FENCE.
 LJ0385'
 LJ0385'TO REACH AZIMUTH MARK FROM THE STATION, PROCEED NORTH 0.2
 LJ0385'MILE ALONG FARM LANE TO INTERSECTION, TURN RIGHT (EAST) AND
 LJ0385'PROCEED 0.3 MILE ALONG COUNTY ROAD TO MARK ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0386 ***********************************************************************
 LJ0386  DESIGNATION -  80 14 A AZ MK
 LJ0386  PID         -  LJ0386
 LJ0386  STATE/COUNTY-  NE/DAWSON
 LJ0386  USGS QUAD   -  GOTHENBURG (1983)
 LJ0386
 LJ0386                         *CURRENT SURVEY CONTROL
 LJ0386  ___________________________________________________________________
 LJ0386* NAD 83(1995)-  40 55 48.59805(N)    100 10 48.46792(W)     ADJUSTED  
 LJ0386* NAVD 88     -       784.     (meters)    2572.     (feet)  VERTCON   
 LJ0386  ___________________________________________________________________
 LJ0386  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 LJ0386  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 LJ0386
 LJ0386  HORZ ORDER  -  SECOND
 LJ0386
 LJ0386.The horizontal coordinates were established by classical geodetic methods
 LJ0386.and adjusted by the National Geodetic Survey in August 1997..
 LJ0386
 LJ0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0386
 LJ0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0386
 LJ0386.The geoid height was determined by GEOID03.
 LJ0386
 LJ0386;                    North         East     Units Scale Factor Converg.
 LJ0386;SPC NE       -   121,793.742   484,833.177   MT  0.99970872   -0 07 09.7
 LJ0386;UTM  14      - 4,531,675.295   400,643.571   MT  0.99972150   -0 46 23.6
 LJ0386
 LJ0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0386!SPC NE       -   0.99988061  x   0.99970872  =   0.99958936
 LJ0386!UTM  14      -   0.99988061  x   0.99972150  =   0.99960214
 LJ0386
 LJ0386                          SUPERSEDED SURVEY CONTROL
 LJ0386
 LJ0386  NAD 83(1986)-  40 55 48.60463(N)    100 10 48.47376(W) AD(       ) 2
 LJ0386  NAD 27      -  40 55 48.57513(N)    100 10 47.01636(W) AD(       ) 2
 LJ0386  NGVD 29 (07/19/86)  784.     (m)         2572.     (f) VERT ANG       
 LJ0386
 LJ0386.Superseded values are not recommended for survey control.
 LJ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0386.See file dsdata.txt to determine how the superseded data were derived.
 LJ0386
 LJ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0064431675(NAD 83)
 LJ0386_MARKER: DZ = AZIMUTH MARK DISK
 LJ0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0386+STABILITY: SURFACE MOTION
 LJ0386
 LJ0386  HISTORY     - Date     Condition        Report By
 LJ0386  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0386
 LJ0386                          STATION DESCRIPTION
 LJ0386
 LJ0386'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LJ0386'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0386'DISK STAMPED 80-14A 1960, SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0386'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 38.0 FEET NORTH
 LJ0386'OF CENTERLINE OF COUNTY ROAD, 1.2 FEET SOUTH OF STEEL WITNESS
 LJ0386'POST, 1.5 FEET SOUTH OF NORTH R.O.W. FENCE AND 26.8 FEET EAST OF
 LJ0386'CORNER FENCE POST, AT T INTERSECTION OF NORTH-SOUTH, AND
 LJ0386'EAST-WEST FENCE.
 LJ0386'
 LJ0386'TO REACH AZIMUTH MARK FROM THE STATION, PROCEED NORTH 0.2
 LJ0386'MILE ALONG FARM LANE TO INTERSECTION, TURN RIGHT (EAST) AND
 LJ0386'PROCEED 0.3 MILE ALONG COUNTY ROAD TO MARK ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0387 ***********************************************************************
 LJ0387  DESIGNATION -  80 14 AZ MK
 LJ0387  PID         -  LJ0387
 LJ0387  STATE/COUNTY-  NE/DAWSON
 LJ0387  USGS QUAD   -  GOTHENBURG (1983)
 LJ0387
 LJ0387                         *CURRENT SURVEY CONTROL
 LJ0387  ___________________________________________________________________
 LJ0387* NAD 83(1995)-  40 55 35.12717(N)    100 10 14.79125(W)     ADJUSTED  
 LJ0387* NAVD 88     -       781.     (meters)    2562.     (feet)  VERTCON   
 LJ0387  ___________________________________________________________________
 LJ0387  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 LJ0387  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 LJ0387
 LJ0387  HORZ ORDER  -  SECOND
 LJ0387
 LJ0387.The horizontal coordinates were established by classical geodetic methods
 LJ0387.and adjusted by the National Geodetic Survey in August 1997..
 LJ0387
 LJ0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0387
 LJ0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0387
 LJ0387.The geoid height was determined by GEOID03.
 LJ0387
 LJ0387;                    North         East     Units Scale Factor Converg.
 LJ0387;SPC NE       -   121,376.716   485,620.009   MT  0.99970937   -0 06 47.4
 LJ0387;UTM  14      - 4,531,249.313   401,425.602   MT  0.99971959   -0 46 01.3
 LJ0387
 LJ0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0387!SPC NE       -   0.99988108  x   0.99970937  =   0.99959048
 LJ0387!UTM  14      -   0.99988108  x   0.99971959  =   0.99960070
 LJ0387
 LJ0387                          SUPERSEDED SURVEY CONTROL
 LJ0387
 LJ0387  NAD 83(1986)-  40 55 35.13379(N)    100 10 14.79701(W) AD(       ) 2
 LJ0387  NAD 27      -  40 55 35.10420(N)    100 10 13.34315(W) AD(       ) 2
 LJ0387  NGVD 29 (07/19/86)  781.     (m)         2562.     (f) VERT ANG       
 LJ0387
 LJ0387.Superseded values are not recommended for survey control.
 LJ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0387.See file dsdata.txt to determine how the superseded data were derived.
 LJ0387
 LJ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0142631249(NAD 83)
 LJ0387_MARKER: DZ = AZIMUTH MARK DISK
 LJ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0387+STABILITY: SURFACE MOTION
 LJ0387
 LJ0387  HISTORY     - Date     Condition        Report By
 LJ0387  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0387
 LJ0387                          STATION DESCRIPTION
 LJ0387
 LJ0387'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LJ0387'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0387'DISK STAMPED 80-14 1960.  IT IS SET IN THE TOP OF A SIX INCH
 LJ0387'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.  IT IS
 LJ0387'39.1 FEET SOUTH OF CENTERLINE OF FIFTH STREET, 29.6 FEET EAST
 LJ0387'OF CENTERLINE OF NORTH-SOUTH STREET, 13.6 FEET SOUTH OF CORNER
 LJ0387'FENCE POST, 1.4 FEET WEST OF FENCE, 1.3 FEET SOUTH WEST OF
 LJ0387'WITNESS POST.
 LJ0387'
 LJ0387'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH 0.3
 LJ0387'MILE ALONG COUNTY ROAD TO INTERSECTION OF AVENUE C AND FIFTH
 LJ0387'STREET, TURN LEFT (WEST) ON 5TH STREET AND PROCEED FOR 0.2 MILE
 LJ0387'TO INTERSECTION TO MARK IN SOUTHEAST CORNER OF INTERSECTION
 LJ0387'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0383 ***********************************************************************
 LJ0383  DESIGNATION -  80 14 B
 LJ0383  PID         -  LJ0383
 LJ0383  STATE/COUNTY-  NE/DAWSON
 LJ0383  USGS QUAD   -  GOTHENBURG (1983)
 LJ0383
 LJ0383                         *CURRENT SURVEY CONTROL
 LJ0383  ___________________________________________________________________
 LJ0383* NAD 83(1995)-  40 56 41.65180(N)    100 13 27.79506(W)     ADJUSTED  
 LJ0383* NAVD 88     -       788.1    (meters)    2586.     (feet)  VERTCON   
 LJ0383  ___________________________________________________________________
 LJ0383  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 LJ0383  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 LJ0383
 LJ0383  HORZ ORDER  -  SECOND
 LJ0383
 LJ0383.The horizontal coordinates were established by classical geodetic methods
 LJ0383.and adjusted by the National Geodetic Survey in August 1997..
 LJ0383
 LJ0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0383
 LJ0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0383
 LJ0383.The geoid height was determined by GEOID03.
 LJ0383
 LJ0383;                    North         East     Units Scale Factor Converg.
 LJ0383;SPC NE       -   123,438.576   481,110.975   MT  0.99970619   -0 08 55.3
 LJ0383;UTM  14      - 4,533,362.526   396,940.312   MT  0.99973073   -0 48 08.8
 LJ0383
 LJ0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0383!SPC NE       -   0.99988000  x   0.99970619  =   0.99958623
 LJ0383!UTM  14      -   0.99988000  x   0.99973073  =   0.99961076
 LJ0383
 LJ0383:                Primary Azimuth Mark                     Grid Az
 LJ0383:SPC NE       -  80 14 B AZ MK                            009 45 35.4
 LJ0383:UTM  14      -  80 14 B AZ MK                            010 24 48.9
 LJ0383
 LJ0383|---------------------------------------------------------------------|
 LJ0383| PID    Reference Object                     Distance      Geod. Az  |
 LJ0383|                                                           dddmmss.s |
 LJ0383| LJ0384 80 14 B AZ MK                       APPROX. 0.7 KM 0093640.1 |
 LJ0383| CN8409 80 14 B RM 1                          5.386 METERS 08931     |
 LJ0383| CN8410 80 14 B RM 2                          8.155 METERS 27030     |
 LJ0383|---------------------------------------------------------------------|
 LJ0383
 LJ0383                          SUPERSEDED SURVEY CONTROL
 LJ0383
 LJ0383  NAD 83(1986)-  40 56 41.65809(N)    100 13 27.80106(W) AD(       ) 2
 LJ0383  NAD 27      -  40 56 41.63451(N)    100 13 26.34122(W) AD(       ) 2
 LJ0383  NGVD 29 (07/19/86)  787.8    (m)         2585.     (f) VERT ANG       
 LJ0383
 LJ0383.Superseded values are not recommended for survey control.
 LJ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0383.See file dsdata.txt to determine how the superseded data were derived.
 LJ0383
 LJ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9694033363(NAD 83)
 LJ0383_MARKER: DS = TRIANGULATION STATION DISK
 LJ0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0383
 LJ0383  HISTORY     - Date     Condition        Report By
 LJ0383  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0383
 LJ0383                          STATION DESCRIPTION
 LJ0383
 LJ0383'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LJ0383'THE STATION IS LOCATED 3.9 MILES WEST AND 0.6 MILE SOUTH OF
 LJ0383'THE RAILROAD STATION AT GOTHENBURG, IN SECTION 6, T11N, R
 LJ0383'25 W.
 LJ0383'
 LJ0383'TO REACH THE STATION FROM THE RAILROAD STATION IN GOTHENBURG
 LJ0383'PROCEED WEST ALONG HIGHWAY 30 FOR 3.9 MILES, TO COUNTY ROAD
 LJ0383'INTERSECTION, TURN LEFT (SOUTH) AND PROCEED ALONG COUNTY ROAD
 LJ0383'FOR 0.6 MILES TO STATION IN THE CENTERLINE OF THE COUNTY
 LJ0383'ROAD.
 LJ0383'
 LJ0383'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0383'MARK DISK STAMPED 80-14B 1960.  IT IS BURIED 1.0 FOOT BELOW
 LJ0383'THE GROUND, 18.9 FEET WEST OF EAST R.O.W. FENCE, 29.3 FEET
 LJ0383'EAST OF WEST R.O.W. FENCE, 249.6 FEET NORTH OF WOODEN GATE AT
 LJ0383'THE END OF COUNTY LINE TRAIL ROAD, IN LINE WITH 33,000 VOLT
 LJ0383'POWER LINE.
 LJ0383'
 LJ0383'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LJ0383'DISK STAMPED 80-14B R.M. 1 WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 LJ0383'1.2 FEET WEST OF EAST R.O.W. FENCE AND 14.05 FEET NORTH OF
 LJ0383'WOODEN FENCE POST WITH NAIL IN THE TOP.
 LJ0383'
 LJ0383'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LJ0383'DISK STAMPED 80-14B R.M. 2 WHICH PROJECTS 0.2 FOOT ABOVE THE
 LJ0383'GROUND, 2.5 FEET EAST OF WEST R.O.W. FENCE, 46.19 FEET SOUTH WEST
 LJ0383'OF WOODEN POST IN EAST R.O.W. FENCE WITH A NAIL IN THE TOP,
 LJ0383'AND 47.47 FEET NORTHWEST OF WOODEN POST IN EAST R.O.W. FENCE
 LJ0383'WITH A NAIL IN THE TOP.
 LJ0383'
 LJ0383'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0383'DISK STAMPED 80-14B 1960 SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0383'POST, FLUSH WITH THE GROUND, 0.9 FEET NORTH OF R.O.W. FENCE
 LJ0383'AND 1.3 FEET NORTHWEST OF STEEL WITNESS POST AND SIGN.
 LJ0383'
 LJ0383'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH ALONG
 LJ0383'COUNTY ROAD FOR 0.5 MILE TO GATE ON THE RIGHT IN EAST R.O.W.
 LJ0383'FENCE, TURN RIGHT (EAST) AND PROCEED ALONG RAILROAD R.O.W.
 LJ0383'FENCE ON THE SOUTH FOR 0.1 MILE TO MARK AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0384 ***********************************************************************
 LJ0384  DESIGNATION -  80 14 B AZ MK
 LJ0384  PID         -  LJ0384
 LJ0384  STATE/COUNTY-  NE/DAWSON
 LJ0384  USGS QUAD   -  GOTHENBURG (1983)
 LJ0384
 LJ0384                         *CURRENT SURVEY CONTROL
 LJ0384  ___________________________________________________________________
 LJ0384* NAD 83(1995)-  40 57 05.52312(N)    100 13 22.46338(W)     ADJUSTED  
 LJ0384* NAVD 88     -       792.     (meters)    2598.     (feet)  VERTCON   
 LJ0384  ___________________________________________________________________
 LJ0384  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 LJ0384  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 LJ0384
 LJ0384  HORZ ORDER  -  SECOND
 LJ0384
 LJ0384.The horizontal coordinates were established by classical geodetic methods
 LJ0384.and adjusted by the National Geodetic Survey in August 1997..
 LJ0384
 LJ0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0384
 LJ0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0384
 LJ0384.The geoid height was determined by GEOID03.
 LJ0384
 LJ0384;                    North         East     Units Scale Factor Converg.
 LJ0384;SPC NE       -   124,174.417   481,237.546   MT  0.99970507   -0 08 51.8
 LJ0384;UTM  14      - 4,534,096.893   397,075.274   MT  0.99973038   -0 48 05.7
 LJ0384
 LJ0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0384!SPC NE       -   0.99987934  x   0.99970507  =   0.99958444
 LJ0384!UTM  14      -   0.99987934  x   0.99973038  =   0.99960975
 LJ0384
 LJ0384                          SUPERSEDED SURVEY CONTROL
 LJ0384
 LJ0384  NAD 83(1986)-  40 57 05.52945(N)    100 13 22.46943(W) AD(       ) 2
 LJ0384  NAD 27      -  40 57 05.50604(N)    100 13 21.00900(W) AD(       ) 2
 LJ0384  NGVD 29 (07/19/86)  792.     (m)         2598.     (f) VERT ANG       
 LJ0384
 LJ0384.Superseded values are not recommended for survey control.
 LJ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0384.See file dsdata.txt to determine how the superseded data were derived.
 LJ0384
 LJ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9707534097(NAD 83)
 LJ0384_MARKER: DZ = AZIMUTH MARK DISK
 LJ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0384+STABILITY: SURFACE MOTION
 LJ0384
 LJ0384  HISTORY     - Date     Condition        Report By
 LJ0384  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0384
 LJ0384                          STATION DESCRIPTION
 LJ0384
 LJ0384'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LJ0384'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0384'DISK STAMPED 80-14B 1960 SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0384'POST, FLUSH WITH THE GROUND, 0.9 FEET NORTH OF R.O.W. FENCE
 LJ0384'AND 1.3 FEET NORTHWEST OF STEEL WITNESS POST AND SIGN.
 LJ0384'
 LJ0384'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH ALONG
 LJ0384'COUNTY ROAD FOR 0.5 MILE TO GATE ON THE RIGHT IN EAST R.O.W.
 LJ0384'FENCE, TURN RIGHT (EAST) AND PROCEED ALONG RAILROAD R.O.W.
 LJ0384'FENCE ON THE SOUTH FOR 0.1 MILE TO MARK AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0407 ***********************************************************************
 LJ0407  DESIGNATION -  80 14 C
 LJ0407  PID         -  LJ0407
 LJ0407  STATE/COUNTY-  NE/LINCOLN
 LJ0407  USGS QUAD   -  JEFFREY RESERVOIR NE (1970)
 LJ0407
 LJ0407                         *CURRENT SURVEY CONTROL
 LJ0407  ___________________________________________________________________
 LJ0407* NAD 83(1995)-  40 57 33.50607(N)    100 16 15.45856(W)     ADJUSTED  
 LJ0407* NAVD 88     -       799.9    (meters)    2624.     (feet)  VERTCON   
 LJ0407  ___________________________________________________________________
 LJ0407  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 LJ0407  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 LJ0407
 LJ0407  HORZ ORDER  -  SECOND
 LJ0407
 LJ0407.The horizontal coordinates were established by classical geodetic methods
 LJ0407.and adjusted by the National Geodetic Survey in August 1997..
 LJ0407
 LJ0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0407
 LJ0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0407
 LJ0407.The geoid height was determined by GEOID03.
 LJ0407
 LJ0407;                    North         East     Units Scale Factor Converg.
 LJ0407;SPC NE       -   125,048.930   477,195.450   MT  0.99970378   -0 10 46.4
 LJ0407;UTM  14      - 4,535,017.499   393,043.294   MT  0.99974080   -0 49 59.6
 LJ0407
 LJ0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0407!SPC NE       -   0.99987814  x   0.99970378  =   0.99958196
 LJ0407!UTM  14      -   0.99987814  x   0.99974080  =   0.99961897
 LJ0407
 LJ0407|---------------------------------------------------------------------|
 LJ0407| PID    Reference Object                     Distance      Geod. Az  |
 LJ0407|                                                           dddmmss.s |
 LJ0407| CN8411 80 14 C RM 1                         14.117 METERS 00438     |
 LJ0407| CN8412 80 14 C RM 2                         15.717 METERS 17546     |
 LJ0407| LJ0412 80 14 C AZ MK                       APPROX. 1.0 KM 3021720.9 |
 LJ0407| MM0377 BRADY RADIO MAST                    APPROX.10.6 KM 3164535.7 |
 LJ0407|---------------------------------------------------------------------|
 LJ0407
 LJ0407                          SUPERSEDED SURVEY CONTROL
 LJ0407
 LJ0407  NAD 83(1986)-  40 57 33.51207(N)    100 16 15.46458(W) AD(       ) 2
 LJ0407  NAD 27      -  40 57 33.49287(N)    100 16 14.00119(W) AD(       ) 2
 LJ0407  NGVD 29 (07/19/86)  799.6    (m)         2623.     (f) VERT ANG       
 LJ0407
 LJ0407.Superseded values are not recommended for survey control.
 LJ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0407.See file dsdata.txt to determine how the superseded data were derived.
 LJ0407
 LJ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9304335017(NAD 83)
 LJ0407_MARKER: DS = TRIANGULATION STATION DISK
 LJ0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0407
 LJ0407  HISTORY     - Date     Condition        Report By
 LJ0407  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0407  HISTORY     - 1970     GOOD             USGS
 LJ0407
 LJ0407                          STATION DESCRIPTION
 LJ0407
 LJ0407'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LJ0407'THE STATION IS LOCATED 6.3 MILES WEST AND 1.0 MILE SOUTH OF
 LJ0407'THE RAILROAD STATION AT GOTHENBURG IN SECTION 34, T12N, R26W.
 LJ0407'
 LJ0407'TO REACH THE STATION FROM THE RAILROAD STATION IN GOTHENBURG,
 LJ0407'PROCEED WEST FOR 6.4 MILES ALONG HIGHWAY 30, TURN LEFT (SOUTH)
 LJ0407'ACROSS RAILROAD TRACK, THROUGH SOUTH R.O.W. FENCE AND TURN
 LJ0407'RIGHT (WEST) AND PROCEED NORTHWEST ALONG TRAIL ROAD, NEAR FENCE,
 LJ0407'FOR 0.5 MILE, TURN LEFT (SOUTH) AND PROCEED ALONG NORTH-SOUTH
 LJ0407'FENCE FOR 1.0 MILE TO RIVER BANK, TURN LEFT (EAST) AND PROCEED
 LJ0407'ALONG RIVER BANK FOR 0.6 MILE TO NORTH-SOUTH ONE-HALF SECTION
 LJ0407'LINE FENCE LINE, TURN LEFT (NORTH) AND PROCEED ALONG FENCE
 LJ0407'FOR 253.0 FEET TO STATION.
 LJ0407'
 LJ0407'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0407'MARK DISK STAMPED 80-14C 1960.  IS BURRIED 0.1 FEET BELOW THE
 LJ0407'GROUND, 4.0 FEET WEST OF THE HALF SECTION LINE FENCE.
 LJ0407'
 LJ0407'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0407'MARK DISK STAMPED 80-14C R.M. 1 WHICH PROJECTS 0.2 FOOT ABOVE
 LJ0407'THE GROUND, 0.5 FOOT WEST OF ONE-HALF SECTION LINE FENCE,
 LJ0407'299.0 FEET NORTH OF TREE LINE, ON THE NORTH BANK OF THE RIVER.
 LJ0407'
 LJ0407'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0407'MARK DISK STAMPED 80-14C R.M. 2 WHICH IS SET FLUSH WITH THE
 LJ0407'GROUND, 0.5 FOOT WEST OF THE ONE-HALF SECTION LINE FENCE,
 LJ0407'202.0 FEET NORTH OF TREE LINE AT THE NORTH BANK OF THE RIVER.
 LJ0407'
 LJ0407'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0407'DISK STAMPED 80-14C 1960 SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0407'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND 2.7 FEET EAST
 LJ0407'OF SECTION LINE FENCE, 18.0 FEET NORTH OF BRUSHLINE ON THE NORTH
 LJ0407'BANK OF THE RIVER, 1.5 FEET EAST OF STEEL WITNESS POST AND
 LJ0407'SIGN, 2.3 FEET SOUTHEAST OF RAILROAD TIE BRACE POST.
 LJ0407'
 LJ0407'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED 253 FEET
 LJ0407'SOUTH TO THE NORTH BANK OF THE RIVER, TURN RIGHT (WEST) AND
 LJ0407'PROCEED ALONG RIVER BANK FOR 0.5 MILE TO THE NORTH-SOUTH SECTION
 LJ0407'LINE FENCE TO MARK AS PREVIOUSLY DESCRIBED.
 LJ0407
 LJ0407                          STATION RECOVERY (1970)
 LJ0407
 LJ0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (DM)
 LJ0407'TO REACH THE STATION FROM THE RAILROAD STATION IN GOTHENBURG,
 LJ0407'PROCEED WEST FOR 6.4 MILES ALONG HIGHWAY 30, TURN LEFT (SOUTH)
 LJ0407'ACROSS RAILROAD TRACK, THROUGH SOUTH R.O.W. FENCE AND TURN
 LJ0407'RIGHT (WEST) AND PROCEED NORTHWEST ALONG TRAIL ROAD, NEAR FENCE,
 LJ0407'FOR 0.5 MILE, TURN LEFT (SOUTH) AND PROCEED ALONG NORTH-SOUTH
 LJ0407'FENCE FOR 1.0 MILE TO RIVER BANK, TURN LEFT (EAST) AND PROCEED
 LJ0407'ALONG RIVER BANK FOR 0.6 MILE TO NORTH-SOUTH ONE-HALF SECTION
 LJ0407'LINE FENCE LINE, TURN LEFT (NORTH) AND PROCEED ALONG FENCE
 LJ0407'FOR 253.0 FEET TO STATION.
 LJ0407'
 LJ0407'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0407'MARK DISK STAMPED 80-14C 1960.  IS BURRIED 0.1 FEET BELOW THE
 LJ0407'GROUND, 4.0 FEET WEST OF THE HALF SECTION LINE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0412 ***********************************************************************
 LJ0412  DESIGNATION -  80 14 C AZ MK
 LJ0412  PID         -  LJ0412
 LJ0412  STATE/COUNTY-  NE/LINCOLN
 LJ0412  USGS QUAD   -  JEFFREY RESERVOIR NE (1970)
 LJ0412
 LJ0412                         *CURRENT SURVEY CONTROL
 LJ0412  ___________________________________________________________________
 LJ0412* NAD 83(1995)-  40 57 50.17836(N)    100 16 50.26789(W)     ADJUSTED  
 LJ0412* NAVD 88     -       801.     (meters)    2628.     (feet)  VERTCON   
 LJ0412  ___________________________________________________________________
 LJ0412  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 LJ0412  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 LJ0412
 LJ0412  HORZ ORDER  -  SECOND
 LJ0412
 LJ0412.The horizontal coordinates were established by classical geodetic methods
 LJ0412.and adjusted by the National Geodetic Survey in August 1997..
 LJ0412
 LJ0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0412
 LJ0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0412
 LJ0412.The geoid height was determined by GEOID03.
 LJ0412
 LJ0412;                    North         East     Units Scale Factor Converg.
 LJ0412;SPC NE       -   125,565.679   476,383.339   MT  0.99970302   -0 11 09.5
 LJ0412;UTM  14      - 4,535,543.499   392,237.100   MT  0.99974293   -0 50 22.7
 LJ0412
 LJ0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0412!SPC NE       -   0.99987792  x   0.99970302  =   0.99958097
 LJ0412!UTM  14      -   0.99987792  x   0.99974293  =   0.99962088
 LJ0412
 LJ0412                          SUPERSEDED SURVEY CONTROL
 LJ0412
 LJ0412  NAD 83(1986)-  40 57 50.18435(N)    100 16 50.27401(W) AD(       ) 2
 LJ0412  NAD 27      -  40 57 50.16572(N)    100 16 48.80902(W) AD(       ) 2
 LJ0412  NGVD 29 (07/19/86)  801.     (m)         2628.     (f) VERT ANG       
 LJ0412
 LJ0412.Superseded values are not recommended for survey control.
 LJ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0412.See file dsdata.txt to determine how the superseded data were derived.
 LJ0412
 LJ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9223735543(NAD 83)
 LJ0412_MARKER: DZ = AZIMUTH MARK DISK
 LJ0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0412_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LJ0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0412+STABILITY: SURFACE MOTION
 LJ0412
 LJ0412  HISTORY     - Date     Condition        Report By
 LJ0412  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0412
 LJ0412                          STATION DESCRIPTION
 LJ0412
 LJ0412'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LJ0412'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0412'DISK STAMPED 80-14C 1960 SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0412'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND 2.7 FEET EAST
 LJ0412'OF SECTION LINE FENCE, 18.0 FEET NORTH OF BRUSHLINE ON THE NORTH
 LJ0412'BANK OF THE RIVER, 1.5 FEET EAST OF STEEL WITNESS POST AND
 LJ0412'SIGN, 2.3 FEET SOUTHEAST OF RAILROAD TIE BRACE POST.
 LJ0412'
 LJ0412'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED 253 FEET
 LJ0412'SOUTH TO THE NORTH BANK OF THE RIVER, TURN RIGHT (WEST) AND
 LJ0412'PROCEED ALONG RIVER BANK FOR 0.5 MILE TO THE NORTH-SOUTH SECTION
 LJ0412'LINE FENCE TO MARK AS PREVIOUSLY DESCRIBED.
 LJ0412'SEE STATION 80-14C NSRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0410 ***********************************************************************
 LJ0410  DESIGNATION -  80 14 D
 LJ0410  PID         -  LJ0410
 LJ0410  STATE/COUNTY-  NE/LINCOLN
 LJ0410  USGS QUAD   -  JEFFREY RESERVOIR NE (1970)
 LJ0410
 LJ0410                         *CURRENT SURVEY CONTROL
 LJ0410  ___________________________________________________________________
 LJ0410* NAD 83(1995)-  40 59 28.16536(N)    100 18 20.87176(W)     ADJUSTED  
 LJ0410* NAVD 88     -       809.2    (meters)    2655.     (feet)  VERTCON   
 LJ0410  ___________________________________________________________________
 LJ0410  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 LJ0410  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 LJ0410
 LJ0410  HORZ ORDER  -  SECOND
 LJ0410
 LJ0410.The horizontal coordinates were established by classical geodetic methods
 LJ0410.and adjusted by the National Geodetic Survey in August 1997..
 LJ0410
 LJ0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0410
 LJ0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0410
 LJ0410.The geoid height was determined by GEOID03.
 LJ0410
 LJ0410;                    North         East     Units Scale Factor Converg.
 LJ0410;SPC NE       -   128,594.660   474,276.022   MT  0.99969868   -0 12 09.5
 LJ0410;UTM  14      - 4,538,596.467   390,164.391   MT  0.99974848   -0 51 23.8
 LJ0410
 LJ0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0410!SPC NE       -   0.99987667  x   0.99969868  =   0.99957538
 LJ0410!UTM  14      -   0.99987667  x   0.99974848  =   0.99962518
 LJ0410
 LJ0410|---------------------------------------------------------------------|
 LJ0410| PID    Reference Object                     Distance      Geod. Az  |
 LJ0410|                                                           dddmmss.s |
 LJ0410| CN8413 80 14 D RM 1                         17.495 METERS 08518     |
 LJ0410| LJ0411 80 14 D AZ MK                       APPROX. 0.9 KM 1280051.0 |
 LJ0410| CN8414 80 14 D RM 2                         13.640 METERS 27400     |
 LJ0410| MM0377 BRADY RADIO MAST                    APPROX. 6.0 KM 3135846.2 |
 LJ0410|---------------------------------------------------------------------|
 LJ0410
 LJ0410                          SUPERSEDED SURVEY CONTROL
 LJ0410
 LJ0410  NAD 83(1986)-  40 59 28.17140(N)    100 18 20.87822(W) AD(       ) 2
 LJ0410  NAD 27      -  40 59 28.15124(N)    100 18 19.40386(W) AD(       ) 2
 LJ0410  NGVD 29 (07/19/86)  808.9    (m)         2654.     (f) VERT ANG       
 LJ0410
 LJ0410.Superseded values are not recommended for survey control.
 LJ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0410.See file dsdata.txt to determine how the superseded data were derived.
 LJ0410
 LJ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9016438596(NAD 83)
 LJ0410_MARKER: DS = TRIANGULATION STATION DISK
 LJ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0410
 LJ0410  HISTORY     - Date     Condition        Report By
 LJ0410  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0410
 LJ0410                          STATION DESCRIPTION
 LJ0410
 LJ0410'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LJ0410'THE STATION IS LOCATED 8.6 MILES WEST OF THE RAILROAD STATION
 LJ0410'AT GOTHENBURG IN SECTION 20, T12, N, R26W.
 LJ0410'
 LJ0410'TO REACH THE STATION FROM THE RAILROAD STATION AT GOTHENBURG,
 LJ0410'PROCEED WEST ALONG HIGHWAY 30 FOR 8.6 MILES.  THE STATION IS
 LJ0410'ON TOP OF A SMALL SAND HILL, 150 FEET TO THE NORTH OF HIGHWAY 30.
 LJ0410'
 LJ0410'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0410'MARK DISK STAMPED 80-14D 1960, SET FLUSH WITH THE GROUND,
 LJ0410'95.0 FEET NORTH OF HIGHWAY R.O.W. FENCE, AND 5.0 FEET SOUTH
 LJ0410'OF PASTURE FENCE.
 LJ0410'
 LJ0410'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LJ0410'DISK STAMPED 80-14D R.M. 1 WHICH PROJECTS 0.1 FOOT ABOVE THE
 LJ0410'GROUND.  IT IS 144 FEET NORTH OF NORTH HIGHWAY R.O.W. FENCE,
 LJ0410'1.0 FOOT SOUTH OF PASTURE FENCE.
 LJ0410'
 LJ0410'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0410'MARK DISK STAMPED 80-14D R.M. 2 WHICH PROJECTS 0.1 FOOT ABOVE
 LJ0410'THE GROUND, IS 68.0 FEET NORTH OF NORTH HIGHWAY R.O.W. FENCE,
 LJ0410'1.0 FOOT SOUTH OF PASTURE FENCE.
 LJ0410'
 LJ0410'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LJ0410'STAMPED 80-14D 1960 SET FLUSH WITH THE GROUND, IN THE TOP OF
 LJ0410'A 6 INCH CONCRETE POST, 12.5 FEET SOUTHWEST OF R.O.W. FENCE
 LJ0410'AND 12.0 FEET SOUTHWEST OF STEEL WITNESS POST AND SIGN.
 LJ0410'
 LJ0410'TO REACH THE AZIMUTH MARK FROM THE STATION (THE STATION IS
 LJ0410'150 FEET NORTH OF HIGHWAY 30) PROCEED EAST ALONG HIGHWAY 30
 LJ0410'FOR 0.5 MILES.  THE STATION IS 42.0 FEET NORTH EAST OF NORTH
 LJ0410'EDGE OF HIGHWAY 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0411 ***********************************************************************
 LJ0411  DESIGNATION -  80 14 D AZ MK
 LJ0411  PID         -  LJ0411
 LJ0411  STATE/COUNTY-  NE/LINCOLN
 LJ0411  USGS QUAD   -  JEFFREY RESERVOIR NE (1970)
 LJ0411
 LJ0411                         *CURRENT SURVEY CONTROL
 LJ0411  ___________________________________________________________________
 LJ0411* NAD 83(1995)-  40 59 10.84180(N)    100 17 51.62716(W)     ADJUSTED  
 LJ0411* NAVD 88     -       802.     (meters)    2631.     (feet)  VERTCON   
 LJ0411  ___________________________________________________________________
 LJ0411  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 LJ0411  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 LJ0411
 LJ0411  HORZ ORDER  -  SECOND
 LJ0411
 LJ0411.The horizontal coordinates were established by classical geodetic methods
 LJ0411.and adjusted by the National Geodetic Survey in August 1997..
 LJ0411
 LJ0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0411
 LJ0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0411
 LJ0411.The geoid height was determined by GEOID03.
 LJ0411
 LJ0411;                    North         East     Units Scale Factor Converg.
 LJ0411;SPC NE       -   128,058.038   474,957.536   MT  0.99969943   -0 11 50.2
 LJ0411;UTM  14      - 4,538,052.074   390,839.768   MT  0.99974666   -0 51 04.3
 LJ0411
 LJ0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0411!SPC NE       -   0.99987775  x   0.99969943  =   0.99957722
 LJ0411!UTM  14      -   0.99987775  x   0.99974666  =   0.99962444
 LJ0411
 LJ0411                          SUPERSEDED SURVEY CONTROL
 LJ0411
 LJ0411  NAD 83(1986)-  40 59 10.84784(N)    100 17 51.63354(W) AD(       ) 2
 LJ0411  NAD 27      -  40 59 10.82737(N)    100 17 50.16023(W) AD(       ) 2
 LJ0411  NGVD 29 (07/19/86)  802.     (m)         2631.     (f) VERT ANG       
 LJ0411
 LJ0411.Superseded values are not recommended for survey control.
 LJ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0411.See file dsdata.txt to determine how the superseded data were derived.
 LJ0411
 LJ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9084038052(NAD 83)
 LJ0411_MARKER: DZ = AZIMUTH MARK DISK
 LJ0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0411+STABILITY: SURFACE MOTION
 LJ0411
 LJ0411  HISTORY     - Date     Condition        Report By
 LJ0411  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0411
 LJ0411                          STATION DESCRIPTION
 LJ0411
 LJ0411'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LJ0411'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LJ0411'STAMPED 80-14D 1960 SET FLUSH WITH THE GROUND, IN THE TOP OF
 LJ0411'A 6 INCH CONCRETE POST, 12.5 FEET SOUTHWEST OF R.O.W. FENCE
 LJ0411'AND 12.0 FEET SOUTHWEST OF STEEL WITNESS POST AND SIGN.
 LJ0411'
 LJ0411'TO REACH THE AZIMUTH MARK FROM THE STATION (THE STATION IS
 LJ0411'150 FEET NORTH OF HIGHWAY 30) PROCEED EAST ALONG HIGHWAY 30
 LJ0411'FOR 0.5 MILES.  THE STATION IS 42.0 FEET NORTH EAST OF NORTH
 LJ0411'EDGE OF HIGHWAY 30.
 LJ0411'SEE STATION 80-14D NSRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0404 ***********************************************************************
 LJ0404  DESIGNATION -  80 14 E
 LJ0404  PID         -  LJ0404
 LJ0404  STATE/COUNTY-  NE/LINCOLN
 LJ0404  USGS QUAD   -  JEFFREY RESERVOIR NE (1970)
 LJ0404
 LJ0404                         *CURRENT SURVEY CONTROL
 LJ0404  ___________________________________________________________________
 LJ0404* NAD 83(1995)-  40 59 59.00304(N)    100 19 46.86667(W)     ADJUSTED  
 LJ0404* NAVD 88     -       816.4    (meters)    2678.     (feet)  VERTCON   
 LJ0404  ___________________________________________________________________
 LJ0404  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 LJ0404  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 LJ0404
 LJ0404  HORZ ORDER  -  SECOND
 LJ0404
 LJ0404.The horizontal coordinates were established by classical geodetic methods
 LJ0404.and adjusted by the National Geodetic Survey in August 1997..
 LJ0404
 LJ0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0404
 LJ0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0404
 LJ0404.The geoid height was determined by GEOID03.
 LJ0404
 LJ0404;                    North         East     Units Scale Factor Converg.
 LJ0404;SPC NE       -   129,553.040   472,270.222   MT  0.99969735   -0 13 06.5
 LJ0404;UTM  14      - 4,539,577.730   388,169.554   MT  0.99975392   -0 52 20.8
 LJ0404
 LJ0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0404!SPC NE       -   0.99987553  x   0.99969735  =   0.99957292
 LJ0404!UTM  14      -   0.99987553  x   0.99975392  =   0.99962948
 LJ0404
 LJ0404:                Primary Azimuth Mark                     Grid Az
 LJ0404:SPC NE       -  80 14 E AZ MK                            088 42 56.1
 LJ0404:UTM  14      -  80 14 E AZ MK                            089 22 10.4
 LJ0404
 LJ0404|---------------------------------------------------------------------|
 LJ0404| PID    Reference Object                     Distance      Geod. Az  |
 LJ0404|                                                           dddmmss.s |
 LJ0404| LJ0409 80 14 E AZ MK                       APPROX. 1.2 KM 0882949.6 |
 LJ0404| CN8416 80 14 E RM 2                         24.900 METERS 26315     |
 LJ0404| MM0377 BRADY RADIO MAST                    APPROX. 3.9 KM 3242058.7 |
 LJ0404| CN8415 80 14 E RM 1                         68.790 METERS 35400     |
 LJ0404|---------------------------------------------------------------------|
 LJ0404
 LJ0404                          SUPERSEDED SURVEY CONTROL
 LJ0404
 LJ0404  NAD 83(1986)-  40 59 59.00905(N)    100 19 46.87333(W) AD(       ) 2
 LJ0404  NAD 27      -  40 59 58.98986(N)    100 19 45.39673(W) AD(       ) 2
 LJ0404  NGVD 29 (07/19/86)  816.1    (m)         2677.     (f) VERT ANG       
 LJ0404
 LJ0404.Superseded values are not recommended for survey control.
 LJ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0404.See file dsdata.txt to determine how the superseded data were derived.
 LJ0404
 LJ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8817039578(NAD 83)
 LJ0404_MARKER: DS = TRIANGULATION STATION DISK
 LJ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0404
 LJ0404  HISTORY     - Date     Condition        Report By
 LJ0404  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0404
 LJ0404                          STATION DESCRIPTION
 LJ0404
 LJ0404'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LJ0404'THE STATION IS LOCATED ABOUT 2.7 MILES EAST OF THE RAILROAD
 LJ0404'STATION AT BRADY IN SECTION 19, T12N, R 26 W.
 LJ0404'
 LJ0404'TO REACH THE STATION FROM THE RAILROAD STATION AT BRADY, PROCEED
 LJ0404'EAST ALONG HIGHWAY 30 FOR 2.7 MILES, THE STATION IS ON TOP OF
 LJ0404'A SAND HILL BETWEEN HIGHWAY 30, AND THE UNION PACIFIC RAILROAD,
 LJ0404'221.0 FEET SOUTH.
 LJ0404'
 LJ0404'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0404'MARK DISK STAMPED 80-14E 1960, SET FLUSH WITH THE GROUND.
 LJ0404'
 LJ0404'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0404'MARK DISK STAMPED 80-14E R.M. 1, WHICH PROJECTS 0.2 FOOT ABOVE
 LJ0404'THE GROUND, 1.1 FEET SOUTH OF SOUTH R.O.W. FENCE.
 LJ0404'
 LJ0404'REFERENCE MARK 2 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0404'MARK DISK STAMPED 80-14E R.M. 2, WHICH PROJECTS 0.2 FOOT ABOVE
 LJ0404'THE GROUND, 241.0 FEET SOUTH OF SOUTH HIGHWAY R.O.W. FENCE,
 LJ0404'ON THE TOP OF A SAND HILL.
 LJ0404'
 LJ0404'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0404'DISK STAMPED 80-14E 1960, SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0404'POST, WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 2.5 FEET
 LJ0404'SOUTHWEST OF STEEL WITNESS POST AND SIGN.
 LJ0404'
 LJ0404'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED EAST ALONG
 LJ0404'HIGHWAY 30 FOR 0.9 MILE, TURN LEFT (NORTH) AND PROCEED THROUGH
 LJ0404'GATE IN R.O.W. FENCE BY WINDMILL, TO SECOND SAND KNOLL, ABOUT
 LJ0404'2,000 FEET NORTH OF HIGHWAY 30, AND WEST OF INTERSTATE P.I.,
 LJ0404'TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0409 ***********************************************************************
 LJ0409  DESIGNATION -  80 14 E AZ MK
 LJ0409  PID         -  LJ0409
 LJ0409  STATE/COUNTY-  NE/LINCOLN
 LJ0409  USGS QUAD   -  JEFFREY RESERVOIR NE (1970)
 LJ0409
 LJ0409                         *CURRENT SURVEY CONTROL
 LJ0409  ___________________________________________________________________
 LJ0409* NAD 83(1995)-  40 59 59.98325(N)    100 18 57.40443(W)     ADJUSTED  
 LJ0409* NAVD 88     -       843.     (meters)    2766.     (feet)  VERTCON   
 LJ0409  ___________________________________________________________________
 LJ0409  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 LJ0409  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 LJ0409
 LJ0409  HORZ ORDER  -  SECOND
 LJ0409
 LJ0409.The horizontal coordinates were established by classical geodetic methods
 LJ0409.and adjusted by the National Geodetic Survey in August 1997..
 LJ0409
 LJ0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0409
 LJ0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0409
 LJ0409.The geoid height was determined by GEOID03.
 LJ0409
 LJ0409;                    North         East     Units Scale Factor Converg.
 LJ0409;SPC NE       -   129,578.954   473,425.955   MT  0.99969731   -0 12 33.8
 LJ0409;UTM  14      - 4,539,590.450   389,325.571   MT  0.99975076   -0 51 48.3
 LJ0409
 LJ0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0409!SPC NE       -   0.99987131  x   0.99969731  =   0.99956866
 LJ0409!UTM  14      -   0.99987131  x   0.99975076  =   0.99962211
 LJ0409
 LJ0409                          SUPERSEDED SURVEY CONTROL
 LJ0409
 LJ0409  NAD 83(1986)-  40 59 59.98932(N)    100 18 57.41100(W) AD(       ) 2
 LJ0409  NAD 27      -  40 59 59.97010(N)    100 18 55.93598(W) AD(       ) 2
 LJ0409  NGVD 29 (07/19/86)  843.     (m)         2766.     (f) VERT ANG       
 LJ0409
 LJ0409.Superseded values are not recommended for survey control.
 LJ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0409.See file dsdata.txt to determine how the superseded data were derived.
 LJ0409
 LJ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8932639590(NAD 83)
 LJ0409_MARKER: DZ = AZIMUTH MARK DISK
 LJ0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0409+STABILITY: SURFACE MOTION
 LJ0409
 LJ0409  HISTORY     - Date     Condition        Report By
 LJ0409  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0409
 LJ0409                          STATION DESCRIPTION
 LJ0409
 LJ0409'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LJ0409'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0409'DISK STAMPED 80-14E 1960, SET IN THE TOP OF A 6 INCH CONCRETE
 LJ0409'POST, WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 2.5 FEET
 LJ0409'SOUTHWEST OF STEEL WITNESS POST AND SIGN.
 LJ0409'
 LJ0409'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED EAST ALONG
 LJ0409'HIGHWAY 30 FOR 0.9 MILE, TURN LEFT (NORTH) AND PROCEED THROUGH
 LJ0409'GATE IN R.O.W. FENCE BY WINDMILL, TO SECOND SAND KNOLL, ABOUT
 LJ0409'2,000 FEET NORTH OF HIGHWAY 30, AND WEST OF INTERSTATE P.I.,
 LJ0409'TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0406 ***********************************************************************
 LJ0406  DESIGNATION -  80 14 F
 LJ0406  PID         -  LJ0406
 LJ0406  STATE/COUNTY-  NE/LINCOLN
 LJ0406  USGS QUAD   -  JEFFREY RESERVOIR NE (1970)
 LJ0406
 LJ0406                         *CURRENT SURVEY CONTROL
 LJ0406  ___________________________________________________________________
 LJ0406* NAD 83(1995)-  40 59 50.48000(N)    100 20 56.45645(W)     ADJUSTED  
 LJ0406* NAVD 88     -       804.1    (meters)    2638.     (feet)  VERTCON   
 LJ0406  ___________________________________________________________________
 LJ0406  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 LJ0406  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 LJ0406
 LJ0406  HORZ ORDER  -  SECOND
 LJ0406
 LJ0406.The horizontal coordinates were established by classical geodetic methods
 LJ0406.and adjusted by the National Geodetic Survey in August 1997..
 LJ0406
 LJ0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0406
 LJ0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0406
 LJ0406.The geoid height was determined by GEOID03.
 LJ0406
 LJ0406;                    North         East     Units Scale Factor Converg.
 LJ0406;SPC NE       -   129,296.582   470,643.284   MT  0.99969772   -0 13 52.6
 LJ0406;UTM  14      - 4,539,339.841   386,539.699   MT  0.99975844   -0 53 06.3
 LJ0406
 LJ0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0406!SPC NE       -   0.99987746  x   0.99969772  =   0.99957522
 LJ0406!UTM  14      -   0.99987746  x   0.99975844  =   0.99963593
 LJ0406
 LJ0406|---------------------------------------------------------------------|
 LJ0406| PID    Reference Object                     Distance      Geod. Az  |
 LJ0406|                                                           dddmmss.s |
 LJ0406| CN8417 80 14 F RM 1                         11.956 METERS 15429     |
 LJ0406| CN8418 80 14 F RM 2                          7.374 METERS 27157     |
 LJ0406| LJ0405 80 14 F AZ MK                       APPROX. 0.7 KM 2734538.2 |
 LJ0406|---------------------------------------------------------------------|
 LJ0406
 LJ0406                          SUPERSEDED SURVEY CONTROL
 LJ0406
 LJ0406  NAD 83(1986)-  40 59 50.48596(N)    100 20 56.46301(W) AD(       ) 2
 LJ0406  NAD 27      -  40 59 50.46673(N)    100 20 54.98496(W) AD(       ) 2
 LJ0406  NGVD 29 (07/19/86)  803.8    (m)         2637.     (f) VERT ANG       
 LJ0406
 LJ0406.Superseded values are not recommended for survey control.
 LJ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0406.See file dsdata.txt to determine how the superseded data were derived.
 LJ0406
 LJ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8654039340(NAD 83)
 LJ0406_MARKER: DS = TRIANGULATION STATION DISK
 LJ0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0406
 LJ0406  HISTORY     - Date     Condition        Report By
 LJ0406  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0406
 LJ0406                          STATION DESCRIPTION
 LJ0406
 LJ0406'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LJ0406'THE STATION IS LOCATED 1.7 MILES SOUTH AND 1.4 MILES EAST OF
 LJ0406'THE RAILROAD STATION AT BRADY, IN SECTION 24, T12N, R 27 W.
 LJ0406'
 LJ0406'TO REACH THE STATION FROM THE RAILROAD STATION AT BRADY, PROCEED
 LJ0406'SOUTH ON OIL COUNTY ROAD FOR 1.9 MILES, TURN LEFT (EAST) AND
 LJ0406'PROCEED ALONG RIVER ROAD FOR ABOUT 1.4 MILES, THEN TURN LEFT
 LJ0406'(NORTH) AND PROCEED FOR 0.2 MILE TO A GROVE OF TREES AND STATION.
 LJ0406'
 LJ0406'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0406'MARK DISK STAMPED 80-14F 1960.  IT IS SET FLUSH WITH THE GROUND
 LJ0406'ON TOP OF A SMALL RIDGE.
 LJ0406'
 LJ0406'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0406'MARK DISK, STAMPED 80-14F R.M. 1 WHICH IS LOCATED ON A SMALL
 LJ0406'SAND RIDGE 39.2 FEET SOUTHEAST OF STATION AND 1.0 FOOT SOUTHWEST
 LJ0406'OF STEEL WITNESS POST AND SIGN.
 LJ0406'
 LJ0406'REFERENCE MARK 2 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0406'MARK DISK STAMPED 80-14F R.M. 2 WHICH IS LOCATED ON A SMALL
 LJ0406'SAND RIDGE 23.1 FEET WEST OF STATION AND 1.0 FOOT SOUTHWEST
 LJ0406'OF STEEL WITNESS POST.
 LJ0406'
 LJ0406'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0406'DISK STAMPED 80-14F 1960 WHICH PROJECTS 0.1 FOOT ABOVE THE
 LJ0406'GROUND.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE POST 1.5
 LJ0406'FEET EAST OF NORTH-SOUTH FENCE, 1.3 FEET EAST OF STEEL WITNESS
 LJ0406'POST AND SIGN, 243.0 FEET SOUTH OF IRRIGATION WELL.
 LJ0406'
 LJ0406'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTH FOR
 LJ0406'0.2 MILE TO RIVER ROAD.  TURN RIGHT (WEST) AND PROCEED 0.5
 LJ0406'MILE ALONG THE RIVER, TURN RIGHT (NORTH) AND PROCEED ALONG
 LJ0406'FENCE FOR 0.2 MILE TO MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0405 ***********************************************************************
 LJ0405  DESIGNATION -  80 14 F AZ MK
 LJ0405  PID         -  LJ0405
 LJ0405  STATE/COUNTY-  NE/LINCOLN
 LJ0405  USGS QUAD   -  JEFFREY RESERVOIR NE (1970)
 LJ0405
 LJ0405                         *CURRENT SURVEY CONTROL
 LJ0405  ___________________________________________________________________
 LJ0405* NAD 83(1995)-  40 59 51.92160(N)    100 21 25.42536(W)     ADJUSTED  
 LJ0405* NAVD 88     -       804.     (meters)    2638.     (feet)  VERTCON   
 LJ0405  ___________________________________________________________________
 LJ0405  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 LJ0405  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 LJ0405
 LJ0405  HORZ ORDER  -  SECOND
 LJ0405
 LJ0405.The horizontal coordinates were established by classical geodetic methods
 LJ0405.and adjusted by the National Geodetic Survey in August 1997..
 LJ0405
 LJ0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0405
 LJ0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0405
 LJ0405.The geoid height was determined by GEOID03.
 LJ0405
 LJ0405;                    North         East     Units Scale Factor Converg.
 LJ0405;SPC NE       -   129,343.803   469,966.622   MT  0.99969766   -0 14 11.8
 LJ0405;UTM  14      - 4,539,394.783   385,863.578   MT  0.99976033   -0 53 25.3
 LJ0405
 LJ0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0405!SPC NE       -   0.99987743  x   0.99969766  =   0.99957512
 LJ0405!UTM  14      -   0.99987743  x   0.99976033  =   0.99963779
 LJ0405
 LJ0405                          SUPERSEDED SURVEY CONTROL
 LJ0405
 LJ0405  NAD 83(1986)-  40 59 51.92751(N)    100 21 25.43198(W) AD(       ) 2
 LJ0405  NAD 27      -  40 59 51.90848(N)    100 21 23.95293(W) AD(       ) 2
 LJ0405  NGVD 29 (07/19/86)  804.     (m)         2638.     (f) VERT ANG       
 LJ0405
 LJ0405.Superseded values are not recommended for survey control.
 LJ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0405.See file dsdata.txt to determine how the superseded data were derived.
 LJ0405
 LJ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8586439395(NAD 83)
 LJ0405_MARKER: DZ = AZIMUTH MARK DISK
 LJ0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0405+STABILITY: SURFACE MOTION
 LJ0405
 LJ0405  HISTORY     - Date     Condition        Report By
 LJ0405  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0405
 LJ0405                          STATION DESCRIPTION
 LJ0405
 LJ0405'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LJ0405'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 LJ0405'DISK STAMPED 80-14F 1960 WHICH PROJECTS 0.1 FOOT ABOVE THE
 LJ0405'GROUND.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE POST 1.5
 LJ0405'FEET EAST OF NORTH-SOUTH FENCE, 1.3 FEET EAST OF STEEL WITNESS
 LJ0405'POST AND SIGN, 243.0 FEET SOUTH OF IRRIGATION WELL.
 LJ0405'
 LJ0405'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTH FOR
 LJ0405'0.2 MILE TO RIVER ROAD.  TURN RIGHT (WEST) AND PROCEED 0.5
 LJ0405'MILE ALONG THE RIVER, TURN RIGHT (NORTH) AND PROCEED ALONG
 LJ0405'FENCE FOR 0.2 MILE TO MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0416 ***********************************************************************
 LJ0416  DESIGNATION -  80 15
 LJ0416  PID         -  LJ0416
 LJ0416  STATE/COUNTY-  NE/LINCOLN
 LJ0416  USGS QUAD   -  JEFFREY RESERVOIR (1970)
 LJ0416
 LJ0416                         *CURRENT SURVEY CONTROL
 LJ0416  ___________________________________________________________________
 LJ0416* NAD 83(1995)-  40 59 53.84221(N)    100 22 36.09418(W)     ADJUSTED  
 LJ0416* NAVD 88     -       806.5    (meters)    2646.     (feet)  VERTCON   
 LJ0416  ___________________________________________________________________
 LJ0416  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 LJ0416  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 LJ0416
 LJ0416  HORZ ORDER  -  SECOND
 LJ0416
 LJ0416.The horizontal coordinates were established by classical geodetic methods
 LJ0416.and adjusted by the National Geodetic Survey in August 1997..
 LJ0416
 LJ0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0416
 LJ0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0416
 LJ0416.The geoid height was determined by GEOID03.
 LJ0416
 LJ0416;                    North         East     Units Scale Factor Converg.
 LJ0416;SPC NE       -   129,410.039   468,315.745   MT  0.99969757   -0 14 58.7
 LJ0416;UTM  14      - 4,539,479.854   384,213.458   MT  0.99976500   -0 54 11.7
 LJ0416
 LJ0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0416!SPC NE       -   0.99987708  x   0.99969757  =   0.99957469
 LJ0416!UTM  14      -   0.99987708  x   0.99976500  =   0.99964211
 LJ0416
 LJ0416:                Primary Azimuth Mark                     Grid Az
 LJ0416:SPC NE       -  BRADY RADIO MAST                         026 27 05.8
 LJ0416:UTM  14      -  BRADY RADIO MAST                         027 06 18.8
 LJ0416
 LJ0416|---------------------------------------------------------------------|
 LJ0416| PID    Reference Object                     Distance      Geod. Az  |
 LJ0416|                                                           dddmmss.s |
 LJ0416| MM0377 BRADY RADIO MAST                    APPROX. 3.7 KM 0261207.1 |
 LJ0416| CN8421 80 15 RM 1                           11.527 METERS 06505     |
 LJ0416| LJ0403 80 15 AZ MK                         APPROX. 0.9 KM 0980855.0 |
 LJ0416| CN8422 80 15 RM 2                           14.636 METERS 27625     |
 LJ0416|---------------------------------------------------------------------|
 LJ0416
 LJ0416                          SUPERSEDED SURVEY CONTROL
 LJ0416
 LJ0416  NAD 83(1986)-  40 59 53.84799(N)    100 22 36.10080(W) AD(       ) 2
 LJ0416  NAD 27      -  40 59 53.82977(N)    100 22 34.61945(W) AD(       ) 2
 LJ0416  NGVD 29 (07/19/86)  806.2    (m)         2645.     (f) VERT ANG       
 LJ0416
 LJ0416.Superseded values are not recommended for survey control.
 LJ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0416.See file dsdata.txt to determine how the superseded data were derived.
 LJ0416
 LJ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8421339480(NAD 83)
 LJ0416_MARKER: DS = TRIANGULATION STATION DISK
 LJ0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0416
 LJ0416  HISTORY     - Date     Condition        Report By
 LJ0416  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0416
 LJ0416                          STATION DESCRIPTION
 LJ0416
 LJ0416'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LJ0416'THE STATION IS LOCATED 1.9 MILES SOUTH OF THE RAILROAD STATION AT
 LJ0416'BRADY IN SECTION 22, T 12N, R 27 W.
 LJ0416'
 LJ0416'TO REACH THE STATION FROM THE RAILROAD STATION AT BRADY,
 LJ0416'PROCEED 1.9 MILES SOUTH, CROSSING RAILROAD TRACKS, AND THE
 LJ0416'PLATTE RIVER AND THEN TRAVELLING ALONG AN OIL COUNTY ROAD.  THE
 LJ0416'STATION IS 91.8 FEET WEST (MEASURED FROM THE CENTERLINE OF
 LJ0416'THE COUNTY ROAD, PARALLEL TO EAST-WEST FENCE).
 LJ0416'
 LJ0416'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LJ0416'MARK DISK STAMPED 80-15 1960.  IT IS BURIED 0.1 FOOT BELOW
 LJ0416'THE GROUND, 34.3 FEET WEST OF THE CORNER FENCE POST, 22.5
 LJ0416'FEET NORTH OF THE CENTERLINE OF TRAIL ROAD GOING WEST AND
 LJ0416'4.5 FEET NORTH OF THE EAST-WEST FENCE.
 LJ0416'
 LJ0416'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 LJ0416'MARK DISK, STAMPED 80-15 R.M. 1.  IT PROJECTS 0.1 FOOT ABOVE
 LJ0416'THE GROUND, AND IS 56.5 WEST OF THE CENTERLINE OF OIL ROAD,
 LJ0416'26.0 FEET NORTH OF CORNER FENCE POST AND 1.0 FOOT EAST OF
 LJ0416'NORTH-SOUTH FENCE.
 LJ0416'
 LJ0416'REFERENCE MARK 2 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LJ0416'MARK DISK, STAMPED 80-15 R.M. 2, WHICH PROJECTS 0.1 FOOT
 LJ0416'ABOVE THE GROUND, AND IS LOCATED 0.7 FOOT NORTH OF THE
 LJ0416'EAST-WEST FENCE, 82.0 FEET WEST OF THE CORNER FENCE POST, 18.7
 LJ0416'FEET NORTH OF THE CENTERLINE OF THE TRAIL ROAD GOING WEST,
 LJ0416'139.5 FEET WEST OF THE CENTERLINE OF OIL ROAD.
 LJ0416'
 LJ0416'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH
 LJ0416'MARK DISK STAMPED 80-15 1960 WHICH PROJECTS 0.1 FOOT ABOVE THE
 LJ0416'GROUND, IN THE TOP OF A 6 INCH CONCRETE POST.  IT IS 2.3 FEET
 LJ0416'NORTH OF STEEL WITNESS POST AND SIGN, 27.0 FEET NORTH OF THE
 LJ0416'CENTERLINE OF THE RIVER ROAD, 2.3 FEET NORTHWEST OF 6 INCH
 LJ0416'POST, AND 2.0 FEET NORTH OF EAST-WEST FENCE.
 LJ0416'
 LJ0416'TO REACH THE AZIMUTH MARK FROM THE STATION (STATION IS 91.8
 LJ0416'FEET WEST OF CENTERLINE OF OIL ROAD) PROCEED EAST FROM THE
 LJ0416'CENTERLINE OF OIL ROAD, ALONG RIVER ROAD FOR 0.6 MILE TO MARK
 LJ0416'ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0381 ***********************************************************************
 MM0381  DESIGNATION -  80 15 A AZ MK
 MM0381  PID         -  MM0381
 MM0381  STATE/COUNTY-  NE/LINCOLN
 MM0381  USGS QUAD   -  BRADY SW (1970)
 MM0381
 MM0381                         *CURRENT SURVEY CONTROL
 MM0381  ___________________________________________________________________
 MM0381* NAD 83(1995)-  41 00 40.04648(N)    100 24 52.87070(W)     ADJUSTED  
 MM0381* NAVD 88     -       814.     (meters)    2671.     (feet)  VERTCON   
 MM0381  ___________________________________________________________________
 MM0381  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 MM0381  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 MM0381
 MM0381  HORZ ORDER  -  SECOND
 MM0381
 MM0381.The horizontal coordinates were established by classical geodetic methods
 MM0381.and adjusted by the National Geodetic Survey in August 1997..
 MM0381
 MM0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0381
 MM0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0381
 MM0381.The geoid height was determined by GEOID03.
 MM0381
 MM0381;                    North         East     Units Scale Factor Converg.
 MM0381;SPC NE       -   130,849.540   465,126.909   MT  0.99969563   -0 16 29.3
 MM0381;UTM  14      - 4,540,955.747   381,041.018   MT  0.99977417   -0 55 42.4
 MM0381
 MM0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0381!SPC NE       -   0.99987585  x   0.99969563  =   0.99957152
 MM0381!UTM  14      -   0.99987585  x   0.99977417  =   0.99965005
 MM0381
 MM0381                          SUPERSEDED SURVEY CONTROL
 MM0381
 MM0381  NAD 83(1986)-  41 00 40.05207(N)    100 24 52.87746(W) AD(       ) 2
 MM0381  NAD 27      -  41 00 40.03579(N)    100 24 51.38981(W) AD(       ) 2
 MM0381  NGVD 29 (07/19/86)  814.     (m)         2671.     (f) VERT ANG       
 MM0381
 MM0381.Superseded values are not recommended for survey control.
 MM0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0381.See file dsdata.txt to determine how the superseded data were derived.
 MM0381
 MM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8104140956(NAD 83)
 MM0381_MARKER: DZ = AZIMUTH MARK DISK
 MM0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0381+STABILITY: SURFACE MOTION
 MM0381
 MM0381  HISTORY     - Date     Condition        Report By
 MM0381  HISTORY     - 1961     MONUMENTED       NEDR
 MM0381
 MM0381                          STATION DESCRIPTION
 MM0381
 MM0381'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MM0381'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0381'MARK DISK STAMPED 80-15 A 1960.  IT IS SET IN THE TOP OF A
 MM0381'6 INCH CONCRETE POST, WHICH PROJECTS 0.1 FOOT ABOVE THE
 MM0381'GROUND, 1.9 FEET WEST OF THE NORTH-SOUTH FENCE, 1.9 FEET
 MM0381'NORTH OF THE EAST-WEST FENCE, 1.8 FEET NORTH WEST OF CORNER
 MM0381'FENCE POST AT THE T JUNCTION OF THE FENCES, AND 1.0 FOOT WEST
 MM0381'OF STEEL WITNESS POST AND SIGN.
 MM0381'
 MM0381'TO REACH THE AZIMUTH MARK FROM STATION 80-15A NEDR, PROCEED WEST
 MM0381'ALONG EAST-WEST FENCE FOR 0.2 MILE, TO TRAIL ROAD, TURN LEFT
 MM0381'(SOUTH) AND PROCEED FOR 0.3 MILE ALONG TRAIL ROAD TO EAST-WEST
 MM0381'FENCE, TURN LEFT (EAST) AND PROCEED ALONG EAST-WEST FENCE
 MM0381'FOR 0.4 MILE TO NORTH-SOUTH FENCE AND MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0403 ***********************************************************************
 LJ0403  DESIGNATION -  80 15 AZ MK
 LJ0403  PID         -  LJ0403
 LJ0403  STATE/COUNTY-  NE/LINCOLN
 LJ0403  USGS QUAD   -  JEFFREY RESERVOIR NE (1970)
 LJ0403
 LJ0403                         *CURRENT SURVEY CONTROL
 LJ0403  ___________________________________________________________________
 LJ0403* NAD 83(1995)-  40 59 49.53490(N)    100 21 56.40718(W)     ADJUSTED  
 LJ0403* NAVD 88     -       803.     (meters)    2635.     (feet)  VERTCON   
 LJ0403  ___________________________________________________________________
 LJ0403  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 LJ0403  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 LJ0403
 LJ0403  HORZ ORDER  -  SECOND
 LJ0403
 LJ0403.The horizontal coordinates were established by classical geodetic methods
 LJ0403.and adjusted by the National Geodetic Survey in August 1997..
 LJ0403
 LJ0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0403
 LJ0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0403
 LJ0403.The geoid height was determined by GEOID03.
 LJ0403
 LJ0403;                    North         East     Units Scale Factor Converg.
 LJ0403;SPC NE       -   129,273.226   469,242.439   MT  0.99969776   -0 14 32.4
 LJ0403;UTM  14      - 4,539,332.469   385,138.591   MT  0.99976238   -0 53 45.6
 LJ0403
 LJ0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0403!SPC NE       -   0.99987758  x   0.99969776  =   0.99957538
 LJ0403!UTM  14      -   0.99987758  x   0.99976238  =   0.99963999
 LJ0403
 LJ0403                          SUPERSEDED SURVEY CONTROL
 LJ0403
 LJ0403  NAD 83(1986)-  40 59 49.54073(N)    100 21 56.41373(W) AD(       ) 2
 LJ0403  NAD 27      -  40 59 49.52213(N)    100 21 54.93372(W) AD(       ) 2
 LJ0403  NGVD 29 (07/19/86)  803.     (m)         2635.     (f) VERT ANG       
 LJ0403
 LJ0403.Superseded values are not recommended for survey control.
 LJ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0403.See file dsdata.txt to determine how the superseded data were derived.
 LJ0403
 LJ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8513939332(NAD 83)
 LJ0403_MARKER: DZ = AZIMUTH MARK DISK
 LJ0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0403+STABILITY: SURFACE MOTION
 LJ0403
 LJ0403  HISTORY     - Date     Condition        Report By
 LJ0403  HISTORY     - 1961     MONUMENTED       NEDR
 LJ0403
 LJ0403                          STATION DESCRIPTION
 LJ0403
 LJ0403'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LJ0403'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH
 LJ0403'MARK DISK STAMPED 80-15 1960 WHICH PROJECTS 0.1 FOOT ABOVE THE
 LJ0403'GROUND, IN THE TOP OF A 6 INCH CONCRETE POST.  IT IS 2.3 FEET
 LJ0403'NORTH OF STEEL WITNESS POST AND SIGN, 27.0 FEET NORTH OF THE
 LJ0403'CENTERLINE OF THE RIVER ROAD, 2.3 FEET NORTHWEST OF 6 INCH
 LJ0403'POST, AND 2.0 FEET NORTH OF EAST-WEST FENCE.
 LJ0403'
 LJ0403'TO REACH THE AZIMUTH MARK FROM THE STATION (STATION IS 91.8
 LJ0403'FEET WEST OF CENTERLINE OF OIL ROAD) PROCEED EAST FROM THE
 LJ0403'CENTERLINE OF OIL ROAD, ALONG RIVER ROAD FOR 0.6 MILE TO MARK
 LJ0403'ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0378 ***********************************************************************
 MM0378  DESIGNATION -  80 15 B AZ MK
 MM0378  PID         -  MM0378
 MM0378  STATE/COUNTY-  NE/LINCOLN
 MM0378  USGS QUAD   -  BRADY SW (1970)
 MM0378
 MM0378                         *CURRENT SURVEY CONTROL
 MM0378  ___________________________________________________________________
 MM0378* NAD 83(1995)-  41 01 52.76473(N)    100 29 26.44476(W)     ADJUSTED  
 MM0378* NAVD 88     -       820.     (meters)    2690.     (feet)  VERTCON   
 MM0378  ___________________________________________________________________
 MM0378  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 MM0378  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 MM0378
 MM0378  HORZ ORDER  -  SECOND
 MM0378
 MM0378.The horizontal coordinates were established by classical geodetic methods
 MM0378.and adjusted by the National Geodetic Survey in August 1997..
 MM0378
 MM0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0378
 MM0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0378
 MM0378.The geoid height was determined by GEOID03.
 MM0378
 MM0378;                    North         East     Units Scale Factor Converg.
 MM0378;SPC NE       -   133,125.522   458,749.077   MT  0.99969267   -0 19 30.6
 MM0378;UTM  14      - 4,543,304.541   374,688.994   MT  0.99979327   -0 58 43.4
 MM0378
 MM0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0378!SPC NE       -   0.99987489  x   0.99969267  =   0.99956760
 MM0378!UTM  14      -   0.99987489  x   0.99979327  =   0.99966819
 MM0378
 MM0378                          SUPERSEDED SURVEY CONTROL
 MM0378
 MM0378  NAD 83(1986)-  41 01 52.77010(N)    100 29 26.45191(W) AD(       ) 2
 MM0378  NAD 27      -  41 01 52.75638(N)    100 29 24.95629(W) AD(       ) 2
 MM0378  NGVD 29 (07/19/86)  820.     (m)         2690.     (f) VERT ANG       
 MM0378
 MM0378.Superseded values are not recommended for survey control.
 MM0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0378.See file dsdata.txt to determine how the superseded data were derived.
 MM0378
 MM0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7468943305(NAD 83)
 MM0378_MARKER: DZ = AZIMUTH MARK DISK
 MM0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0378+STABILITY: SURFACE MOTION
 MM0378
 MM0378  HISTORY     - Date     Condition        Report By
 MM0378  HISTORY     - 1961     MONUMENTED       NEDR
 MM0378
 MM0378                          STATION DESCRIPTION
 MM0378
 MM0378'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MM0378'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0378'MARK DISK STAMPED 80-15B 1960.  IT IS SET IN THE TOP OF A
 MM0378'6 INCH CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 MM0378'79.5 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 32.0
 MM0378'FEET EAST OF THE CENTERLINE OF COUNTY ROAD, 46.5 FEET
 MM0378'NORTH OF THE EAST-WEST NORTH-SOUTH FENCE CORNER, 3.0 FEET
 MM0378'WEST OF THE NORTH-SOUTH FENCE AND 2.8 FEET NORTHWEST OF
 MM0378'A STEEL WITNESS POST AND SIGN.
 MM0378'
 MM0378'TO REACH THE AZIMUTH MARK FROM STATION 80-15B NEDR, PROCEED WEST
 MM0378'0.5 MILE ALONG COUNTY ROAD AND TO MARK ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0388 ***********************************************************************
 MM0388  DESIGNATION -  80 15 C AZ MK
 MM0388  PID         -  MM0388
 MM0388  STATE/COUNTY-  NE/LINCOLN
 MM0388  USGS QUAD   -  MAXWELL (1970)
 MM0388
 MM0388                         *CURRENT SURVEY CONTROL
 MM0388  ___________________________________________________________________
 MM0388* NAD 83(1995)-  41 02 44.39990(N)    100 30 33.62377(W)     ADJUSTED  
 MM0388* NAVD 88     -       822.     (meters)    2697.     (feet)  VERTCON   
 MM0388  ___________________________________________________________________
 MM0388  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 MM0388  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 MM0388
 MM0388  HORZ ORDER  -  SECOND
 MM0388
 MM0388.The horizontal coordinates were established by classical geodetic methods
 MM0388.and adjusted by the National Geodetic Survey in August 1997..
 MM0388
 MM0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0388
 MM0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0388
 MM0388.The geoid height was determined by GEOID03.
 MM0388
 MM0388;                    North         East     Units Scale Factor Converg.
 MM0388;SPC NE       -   134,726.944   457,189.677   MT  0.99969065   -0 20 15.1
 MM0388;UTM  14      - 4,544,923.817   373,147.804   MT  0.99979805   -0 59 28.5
 MM0388
 MM0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0388!SPC NE       -   0.99987457  x   0.99969065  =   0.99956526
 MM0388!UTM  14      -   0.99987457  x   0.99979805  =   0.99967265
 MM0388
 MM0388                          SUPERSEDED SURVEY CONTROL
 MM0388
 MM0388  NAD 83(1986)-  41 02 44.40516(N)    100 30 33.63083(W) AD(       ) 2
 MM0388  NAD 27      -  41 02 44.39468(N)    100 30 32.13546(W) AD(       ) 2
 MM0388  NGVD 29 (07/19/86)  822.     (m)         2697.     (f) VERT ANG       
 MM0388
 MM0388.Superseded values are not recommended for survey control.
 MM0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0388.See file dsdata.txt to determine how the superseded data were derived.
 MM0388
 MM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7314844924(NAD 83)
 MM0388_MARKER: DZ = AZIMUTH MARK DISK
 MM0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0388+STABILITY: SURFACE MOTION
 MM0388
 MM0388  HISTORY     - Date     Condition        Report By
 MM0388  HISTORY     - 1961     MONUMENTED       CGS
 MM0388
 MM0388                          STATION DESCRIPTION
 MM0388
 MM0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MM0388'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 MM0388'STAMPED 80-15C 1960.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE
 MM0388'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 1.6 FEET WEST
 MM0388'OF STEEL WITNESS POST AND SIGN, 31.0 FEET EAST OF CENTERLINE
 MM0388'OF THE COUNTY ROAD, 60.3 FEET NORTH OF POWER POLE.
 MM0388'
 MM0388'TO REACH THE AZIMUTH MARK FROM STATION 80-15C NEDR, PROCEED SOUTH FOR
 MM0388'0.3 MILE TO COUNTY ROAD (AS PREVIOUSLY DESCRIBED IN STATION
 MM0388'DESCRIPTION) TURN LEFT (EAST) AND PROCEED 0.3 MILE ALONG COUNTY
 MM0388'ROAD, TURN RIGHT (SOUTH) FOR 250.0 FEET TO MARK AS PREVIOUSLY
 MM0388'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0394 ***********************************************************************
 MM0394  DESIGNATION -  80 15 D AZ MK
 MM0394  PID         -  MM0394
 MM0394  STATE/COUNTY-  NE/LINCOLN
 MM0394  USGS QUAD   -  MAXWELL (1970)
 MM0394
 MM0394                         *CURRENT SURVEY CONTROL
 MM0394  ___________________________________________________________________
 MM0394* NAD 83(1995)-  41 03 59.78006(N)    100 33 46.52773(W)     ADJUSTED  
 MM0394* NAVD 88     -       829.     (meters)    2720.     (feet)  VERTCON   
 MM0394  ___________________________________________________________________
 MM0394  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 MM0394  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 MM0394
 MM0394  HORZ ORDER  -  SECOND
 MM0394
 MM0394.The horizontal coordinates were established by classical geodetic methods
 MM0394.and adjusted by the National Geodetic Survey in August 1997..
 MM0394
 MM0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0394
 MM0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0394
 MM0394.The geoid height was determined by GEOID03.
 MM0394
 MM0394;                    North         East     Units Scale Factor Converg.
 MM0394;SPC NE       -   137,079.473   452,701.069   MT  0.99968780   -0 22 23.0
 MM0394;UTM  14      - 4,547,327.688   368,685.815   MT  0.99981223   -1 01 36.8
 MM0394
 MM0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0394!SPC NE       -   0.99987346  x   0.99968780  =   0.99956130
 MM0394!UTM  14      -   0.99987346  x   0.99981223  =   0.99968571
 MM0394
 MM0394                          SUPERSEDED SURVEY CONTROL
 MM0394
 MM0394  NAD 83(1986)-  41 03 59.78527(N)    100 33 46.53493(W) AD(       ) 2
 MM0394  NAD 27      -  41 03 59.77874(N)    100 33 45.03762(W) AD(       ) 2
 MM0394  NGVD 29 (07/19/86)  829.     (m)         2720.     (f) VERT ANG       
 MM0394
 MM0394.Superseded values are not recommended for survey control.
 MM0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0394.See file dsdata.txt to determine how the superseded data were derived.
 MM0394
 MM0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6868647328(NAD 83)
 MM0394_MARKER: DZ = AZIMUTH MARK DISK
 MM0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0394+STABILITY: SURFACE MOTION
 MM0394
 MM0394  HISTORY     - Date     Condition        Report By
 MM0394  HISTORY     - 1960     MONUMENTED       NEDR
 MM0394  HISTORY     - 1981     GOOD             NGS
 MM0394
 MM0394                          STATION DESCRIPTION
 MM0394
 MM0394'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 MM0394'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 MM0394'STAMPED 80-15D 1960.  IT IS SET IN A 6 INCH CONCRETE POST, WHICH
 MM0394'PROJECTS 0.1 FOOT ABOVE THE GROUND.  IT IS LOCATED 22.1 FEET
 MM0394'NORTH OF THE CENTERLINE OF FARM LANE, 30.0 FEET EAST OF THE
 MM0394'CENTERLINE OF THE COUNTY ROAD, 1.0 FOOT SOUTHWEST OF STEEL
 MM0394'WITNESS POST AND SIGN, 1.0 FOOT WEST OF NORTH-SOUTH FENCE, 4.5
 MM0394'FEET SOUTH OF POWER POLE.
 MM0394'
 MM0394'TO REACH THE AZIMUTH MARK FROM STATION 80-15D NEDR (THE STATION IS
 MM0394'67.0 FEET SOUTH OF THE COUNTY ROAD) PROCEED 0.3 MILES WEST
 MM0394'ALONG COUNTY ROAD, TURN RIGHT (NORTH) AND PROCEED ALONG
 MM0394'COUNTY ROAD 0.4 MILES TO MARK AS DESCRIBED.
 MM0394
 MM0394                          STATION RECOVERY (1981)
 MM0394
 MM0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 MM0394'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MM0394'
 MM0394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WSW OF
 MM0394'MAXWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0391 ***********************************************************************
 MM0391  DESIGNATION -  80 15 E AZ MK
 MM0391  PID         -  MM0391
 MM0391  STATE/COUNTY-  NE/LINCOLN
 MM0391  USGS QUAD   -  MAXWELL (1970)
 MM0391
 MM0391                         *CURRENT SURVEY CONTROL
 MM0391  ___________________________________________________________________
 MM0391* NAD 83(1995)-  41 04 08.53312(N)    100 35 35.87255(W)     ADJUSTED  
 MM0391* NAVD 88     -       829.     (meters)    2720.     (feet)  VERTCON   
 MM0391  ___________________________________________________________________
 MM0391  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 MM0391  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 MM0391
 MM0391  HORZ ORDER  -  SECOND
 MM0391
 MM0391.The horizontal coordinates were established by classical geodetic methods
 MM0391.and adjusted by the National Geodetic Survey in August 1997..
 MM0391
 MM0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0391
 MM0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0391
 MM0391.The geoid height was determined by GEOID03.
 MM0391
 MM0391;                    North         East     Units Scale Factor Converg.
 MM0391;SPC NE       -   137,366.467   450,150.865   MT  0.99968748   -0 23 35.4
 MM0391;UTM  14      - 4,547,643.803   366,138.723   MT  0.99982054   -1 02 48.8
 MM0391
 MM0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0391!SPC NE       -   0.99987345  x   0.99968748  =   0.99956097
 MM0391!UTM  14      -   0.99987345  x   0.99982054  =   0.99969401
 MM0391
 MM0391                          SUPERSEDED SURVEY CONTROL
 MM0391
 MM0391  NAD 83(1986)-  41 04 08.53825(N)    100 35 35.87959(W) AD(       ) 2
 MM0391  NAD 27      -  41 04 08.53475(N)    100 35 34.38593(W) AD(       ) 2
 MM0391  NGVD 29 (07/19/86)  829.     (m)         2720.     (f) VERT ANG       
 MM0391
 MM0391.Superseded values are not recommended for survey control.
 MM0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0391.See file dsdata.txt to determine how the superseded data were derived.
 MM0391
 MM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6613947644(NAD 83)
 MM0391_MARKER: DZ = AZIMUTH MARK DISK
 MM0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0391+STABILITY: SURFACE MOTION
 MM0391
 MM0391  HISTORY     - Date     Condition        Report By
 MM0391  HISTORY     - 1961     MONUMENTED       NEDR
 MM0391
 MM0391                          STATION DESCRIPTION
 MM0391
 MM0391'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MM0391'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 MM0391'STAMPED 80-15 E 1960.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE
 MM0391'POST, WHICH PROJECTS 0.2 FOOT ABOVE GROUND, 7.0 FEET EAST OF
 MM0391'CEDAR TREES, 13.0 FEET WEST OF THE CENTERLINE OF TRAIL ROAD,
 MM0391'3.9 FEET EAST OF STEEL WITNESS POST AND SIGN.
 MM0391'
 MM0391'TO REACH THE AZIMUTH MARK FROM STATION 80-15E NEDR (THE STATION IS
 MM0391'588 FEET SOUTH OF SOUTH R.O.W. FENCE), PROCEED WEST 0.4 MILE TO
 MM0391'CEDAR TREES AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0392 ***********************************************************************
 MM0392  DESIGNATION -  80 15 F AZ MK
 MM0392  PID         -  MM0392
 MM0392  STATE/COUNTY-  NE/LINCOLN
 MM0392  USGS QUAD   -  MAXWELL (1970)
 MM0392
 MM0392                         *CURRENT SURVEY CONTROL
 MM0392  ___________________________________________________________________
 MM0392* NAD 83(1995)-  41 04 13.41289(N)    100 35 29.75036(W)     ADJUSTED  
 MM0392* NAVD 88     -       832.     (meters)    2730.     (feet)  VERTCON   
 MM0392  ___________________________________________________________________
 MM0392  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 MM0392  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 MM0392
 MM0392  HORZ ORDER  -  SECOND
 MM0392
 MM0392.The horizontal coordinates were established by classical geodetic methods
 MM0392.and adjusted by the National Geodetic Survey in August 1997..
 MM0392
 MM0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0392
 MM0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0392
 MM0392.The geoid height was determined by GEOID03.
 MM0392
 MM0392;                    North         East     Units Scale Factor Converg.
 MM0392;SPC NE       -   137,515.972   450,294.778   MT  0.99968730   -0 23 31.4
 MM0392;UTM  14      - 4,547,791.676   366,284.352   MT  0.99982006   -1 02 44.9
 MM0392
 MM0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0392!SPC NE       -   0.99987298  x   0.99968730  =   0.99956032
 MM0392!UTM  14      -   0.99987298  x   0.99982006  =   0.99969306
 MM0392
 MM0392                          SUPERSEDED SURVEY CONTROL
 MM0392
 MM0392  NAD 83(1986)-  41 04 13.41802(N)    100 35 29.75740(W) AD(       ) 2
 MM0392  NAD 27      -  41 04 13.41420(N)    100 35 28.26314(W) AD(       ) 2
 MM0392  NGVD 29 (07/19/86)  832.     (m)         2730.     (f) VERT ANG       
 MM0392
 MM0392.Superseded values are not recommended for survey control.
 MM0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0392.See file dsdata.txt to determine how the superseded data were derived.
 MM0392
 MM0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6628447792(NAD 83)
 MM0392_MARKER: DZ = AZIMUTH MARK DISK
 MM0392_SETTING: 0 = UNSPECIFIED SETTING
 MM0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0392
 MM0392  HISTORY     - Date     Condition        Report By
 MM0392  HISTORY     - 1961     MONUMENTED       NEDR
 MM0392
 MM0392                          STATION DESCRIPTION
 MM0392
 MM0392'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MM0392'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0392'DISK STAMPED 80-15F 1960.  IT IS SET IN A 6 INCH CONCRETE POST,
 MM0392'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 75.0 FEET SOUTH
 MM0392'OF SOUTH R.O.W. FENCE, 5.2 FEET EAST OF NORTH-SOUTH FENCE,
 MM0392'21.5 FEET EAST OF THE CENTERLINE OF TRAIL ROAD, 5.2 FEET
 MM0392'NORTHEAST OF STEEL WITNESS POST AND SIGN.
 MM0392'
 MM0392'TO REACH THE AZIMUTH MARK FROM STATION 80-15F NEDR (THE STATION IS
 MM0392'75.9 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD) PROCEED 0.5
 MM0392'MILE EAST ALONG COUNTY ROAD TO MARK ON RIGHT AS DESCRIBED.
 MM0392'THE AZIMUTH MARK IS 102.0 FEET SOUTH OF THE CENTERLINE OF THE
 MM0392'COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0380 ***********************************************************************
 MM0380  DESIGNATION -  80 15A
 MM0380  PID         -  MM0380
 MM0380  STATE/COUNTY-  NE/LINCOLN
 MM0380  USGS QUAD   -  BRADY SW (1970)
 MM0380
 MM0380                         *CURRENT SURVEY CONTROL
 MM0380  ___________________________________________________________________
 MM0380* NAD 83(1995)-  41 00 53.83933(N)    100 25 20.90005(W)     ADJUSTED  
 MM0380* NAVD 88     -       811.6    (meters)    2663.     (feet)  VERTCON   
 MM0380  ___________________________________________________________________
 MM0380  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 MM0380  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 MM0380
 MM0380  HORZ ORDER  -  SECOND
 MM0380
 MM0380.The horizontal coordinates were established by classical geodetic methods
 MM0380.and adjusted by the National Geodetic Survey in August 1997..
 MM0380
 MM0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0380
 MM0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0380
 MM0380.The geoid height was determined by GEOID03.
 MM0380
 MM0380;                    North         East     Units Scale Factor Converg.
 MM0380;SPC NE       -   131,278.063   464,474.234   MT  0.99969506   -0 16 47.9
 MM0380;UTM  14      - 4,541,391.721   380,393.223   MT  0.99977607   -0 56 01.0
 MM0380
 MM0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0380!SPC NE       -   0.99987627  x   0.99969506  =   0.99957137
 MM0380!UTM  14      -   0.99987627  x   0.99977607  =   0.99965237
 MM0380
 MM0380|---------------------------------------------------------------------|
 MM0380| PID    Reference Object                     Distance      Geod. Az  |
 MM0380|                                                           dddmmss.s |
 MM0380| CN8452 80 15A RM 1                          13.610 METERS 06906     |
 MM0380| MM0381 80 15 A AZ MK                       APPROX. 0.8 KM 1230026.9 |
 MM0380| CN8453 80 15A RM 2                          13.572 METERS 31203     |
 MM0380|---------------------------------------------------------------------|
 MM0380
 MM0380                          SUPERSEDED SURVEY CONTROL
 MM0380
 MM0380  NAD 83(1986)-  41 00 53.84491(N)    100 25 20.90687(W) AD(       ) 2
 MM0380  NAD 27      -  41 00 53.82885(N)    100 25 19.41821(W) AD(       ) 2
 MM0380  NGVD 29 (07/19/86)  811.3    (m)         2662.     (f) VERT ANG       
 MM0380
 MM0380.Superseded values are not recommended for survey control.
 MM0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0380.See file dsdata.txt to determine how the superseded data were derived.
 MM0380
 MM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8039341392(NAD 83)
 MM0380_MARKER: DD = SURVEY DISK
 MM0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0380
 MM0380  HISTORY     - Date     Condition        Report By
 MM0380  HISTORY     - 1961     MONUMENTED       NEDR
 MM0380
 MM0380                          STATION DESCRIPTION
 MM0380
 MM0380'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 MM0380'THE STATION IS LOCATED ABOUT 0.7 MILES SOUTH AND 2.7 MILES
 MM0380'WEST OF THE RAILROAD STATION AT BRADY, IN SECTION 17, T 12N,
 MM0380'R 27 W.
 MM0380'
 MM0380'TO REACH THE STATION FROM THE RAILROAD STATION AT BRADY,
 MM0380'PROCEED 0.6 MILES SOUTH ALONG OIL COUNTY ROAD TO WINDING
 MM0380'ROAD, TURN RIGHT (WEST) AND PROCEED FOR 3.0 MILES WEST ALONG
 MM0380'WINDING ROAD, TO GATE IN SOUTH R.O.W. FENCE, TURN LEFT
 MM0380'(SOUTH) AND PROCEED THROUGH GATE FOR ABOUT 250.0 FEET AND THEN
 MM0380'SOUTHEASTERLY FOR ABOUT 0.2 MILE TO WHERE FENCE GOES EAST-WEST,
 MM0380'BEAR LEFT (EAST) FOR 0.2 MILE ALONG EAST-WEST FENCE TO
 MM0380'STATION.
 MM0380'
 MM0380'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0380'MARK DISK STAMPED 80-15A 1960.  IT IS SET FLUSH WITH THE
 MM0380'GROUND, 24.0 FEET SOUTH OF THE EAST-WEST FENCE AND ABOUT
 MM0380'68.0 FEET WEST OF WEST GATE POST, IN THE EAST-WEST FENCE.
 MM0380'
 MM0380'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0380'MARK DISK STAMPED 80-15A R.M. 1.  IT PROJECTS 0.1 FOOT ABOVE
 MM0380'THE GROUND, 1.2 FEET SOUTH OF THE EAST-WEST FENCE, AND 30.0
 MM0380'FEET WEST OF WHERE THE FENCE TURNS NORTHEAST, AND GATE POST
 MM0380'(WEST).
 MM0380'
 MM0380'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0380'MARK DISK STAMPED 80-15A R.M. 2.  IT PROJECTS 0.1 FOOT ABOVE
 MM0380'THE GROUND, 1.1 FEET SOUTH OF EAST-WEST FENCE, AND 106.5
 MM0380'FEET WEST OF WHERE FENCE TURNS NORTHEAST, AND WEST GATE POST.
 MM0380'
 MM0380'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0380'MARK DISK STAMPED 80-15 A 1960.  IT IS SET IN THE TOP OF A
 MM0380'6 INCH CONCRETE POST, WHICH PROJECTS 0.1 FOOT ABOVE THE
 MM0380'GROUND, 1.9 FEET WEST OF THE NORTH-SOUTH FENCE, 1.9 FEET
 MM0380'NORTH OF THE EAST-WEST FENCE, 1.8 FEET NORTH WEST OF CORNER
 MM0380'FENCE POST AT THE T JUNCTION OF THE FENCES, AND 1.0 FOOT WEST
 MM0380'OF STEEL WITNESS POST AND SIGN.
 MM0380'
 MM0380'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WEST
 MM0380'ALONG EAST-WEST FENCE FOR 0.2 MILE, TO TRAIL ROAD, TURN LEFT
 MM0380'(SOUTH) AND PROCEED FOR 0.3 MILE ALONG TRAIL ROAD TO EAST-WEST
 MM0380'FENCE, TURN LEFT (EAST) AND PROCEED ALONG EAST-WEST FENCE
 MM0380'FOR 0.4 MILE TO NORTH-SOUTH FENCE AND MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0379 ***********************************************************************
 MM0379  DESIGNATION -  80 15B
 MM0379  PID         -  MM0379
 MM0379  STATE/COUNTY-  NE/LINCOLN
 MM0379  USGS QUAD   -  BRADY SW (1970)
 MM0379
 MM0379                         *CURRENT SURVEY CONTROL
 MM0379  ___________________________________________________________________
 MM0379* NAD 83(1995)-  41 01 53.11390(N)    100 28 52.09124(W)     ADJUSTED  
 MM0379* NAVD 88     -       817.9    (meters)    2683.     (feet)  VERTCON   
 MM0379  ___________________________________________________________________
 MM0379  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 MM0379  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 MM0379
 MM0379  HORZ ORDER  -  SECOND
 MM0379
 MM0379.The horizontal coordinates were established by classical geodetic methods
 MM0379.and adjusted by the National Geodetic Survey in August 1997..
 MM0379
 MM0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0379
 MM0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0379
 MM0379.The geoid height was determined by GEOID03.
 MM0379
 MM0379;                    North         East     Units Scale Factor Converg.
 MM0379;SPC NE       -   133,131.781   459,551.369   MT  0.99969266   -0 19 07.9
 MM0379;UTM  14      - 4,543,301.648   375,491.386   MT  0.99979080   -0 58 20.8
 MM0379
 MM0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0379!SPC NE       -   0.99987527  x   0.99969266  =   0.99956797
 MM0379!UTM  14      -   0.99987527  x   0.99979080  =   0.99966610
 MM0379
 MM0379|---------------------------------------------------------------------|
 MM0379| PID    Reference Object                     Distance      Geod. Az  |
 MM0379|                                                           dddmmss.s |
 MM0379| CN8454 80 15B RM 1                           6.431 METERS 23522     |
 MM0379| MM0378 80 15 B AZ MK                       APPROX. 0.8 KM 2691402.9 |
 MM0379| CN8455 80 15B RM 2                           7.985 METERS 31634     |
 MM0379|---------------------------------------------------------------------|
 MM0379
 MM0379                          SUPERSEDED SURVEY CONTROL
 MM0379
 MM0379  NAD 83(1986)-  41 01 53.11931(N)    100 28 52.09833(W) AD(       ) 2
 MM0379  NAD 27      -  41 01 53.10543(N)    100 28 50.60384(W) AD(       ) 2
 MM0379  NGVD 29 (07/19/86)  817.6    (m)         2682.     (f) VERT ANG       
 MM0379
 MM0379.Superseded values are not recommended for survey control.
 MM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0379.See file dsdata.txt to determine how the superseded data were derived.
 MM0379
 MM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7549143302(NAD 83)
 MM0379_MARKER: DD = SURVEY DISK
 MM0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0379
 MM0379  HISTORY     - Date     Condition        Report By
 MM0379  HISTORY     - 1961     MONUMENTED       NEDR
 MM0379
 MM0379                          STATION DESCRIPTION
 MM0379
 MM0379'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 MM0379'THE STATION IS LOCATED ABOUT 0.6 MILE SOUTH AND 7.0 MILES
 MM0379'WEST OF THE RAILROAD STATION AT BRADY IN SEC. 2, T12N, R28W.
 MM0379'
 MM0379'TO REACH THE STATION FROM THE RAILROAD STATION AT BRADY,
 MM0379'PROCEED SOUTH 0.6 MILE ALONG OIL COUNTY ROAD, TURN RIGHT
 MM0379'(WEST) AND PROCEED FOR 7.0 MILES ALONG WINDING COUNTY ROAD
 MM0379'TO FARM DRIVE AND STATION IS ON THE RIGHT.
 MM0379'
 MM0379'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0379'MARK DISK STAMPED 80-15B 1960.  IT IS BURIED 1.0 FOOT BELOW
 MM0379'GROUND, 112.0 FEET NORTH OF CENTERLINE OF COUNTY ROAD, 18.4
 MM0379'FEET EAST OF THE NORTH-SOUTH FENCE AND 81.0 FEET NORTH OF THE
 MM0379'EAST-WEST, NORTH-SOUTH FENCE CORNER POST, IN THE CENTERLINE
 MM0379'OF FARM DRIVE.
 MM0379'
 MM0379'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0379'MARK DISK STAMPED 80-15B R.M. 1.  IT PROJECTS 1.0 FOOT ABOVE
 MM0379'THE GROUND, 100 FEET NORTH OF THE CENTERLINE OF THE COUNTY
 MM0379'ROAD, 17.0 FEET WEST OF THE CENTERLINE OF THE FARM DRIVE,
 MM0379'1.4 FEET EAST OF THE NORTH-SOUTH FENCE AND 69.0 FEET NORTH
 MM0379'OF THE EAST-WEST AND NORTH-SOUTH FENCE CORNER.
 MM0379'
 MM0379'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0379'MARK DISK STAMPED 80-15B R.M. 2.  IT PROJECTS 0.1 FOOT ABOVE
 MM0379'THE GROUND, 131.0 FEET NORTH OF THE CENTERLINE OF THE COUNTY
 MM0379'ROAD, 17.6 FEET WEST OF THE CENTERLINE OF THE FARM DRIVE,
 MM0379'0.8 FOOT EAST OF THE NORTH-SOUTH FENCE, AND 100.0 FEET NORTH
 MM0379'OF THE NORTH-SOUTH, EAST-WEST FENCE CORNER.
 MM0379'
 MM0379'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0379'MARK DISK STAMPED 80-15B 1960.  IT IS SET IN THE TOP OF A
 MM0379'6 INCH CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 MM0379'79.5 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 32.0
 MM0379'FEET EAST OF THE CENTERLINE OF COUNTY ROAD, 46.5 FEET
 MM0379'NORTH OF THE EAST-WEST NORTH-SOUTH FENCE CORNER, 3.0 FEET
 MM0379'WEST OF THE NORTH-SOUTH FENCE AND 2.8 FEET NORTHWEST OF
 MM0379'A STEEL WITNESS POST AND SIGN.
 MM0379'
 MM0379'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WEST
 MM0379'0.5 MILE ALONG COUNTY ROAD AND TO MARK ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0387 ***********************************************************************
 MM0387  DESIGNATION -  80 15C
 MM0387  PID         -  MM0387
 MM0387  STATE/COUNTY-  NE/LINCOLN
 MM0387  USGS QUAD   -  MAXWELL (1970)
 MM0387
 MM0387                         *CURRENT SURVEY CONTROL
 MM0387  ___________________________________________________________________
 MM0387* NAD 83(1995)-  41 02 58.20185(N)    100 30 57.43976(W)     ADJUSTED  
 MM0387* NAVD 88     -       822.6    (meters)    2699.     (feet)  VERTCON   
 MM0387  ___________________________________________________________________
 MM0387  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 MM0387  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 MM0387
 MM0387  HORZ ORDER  -  SECOND
 MM0387
 MM0387.The horizontal coordinates were established by classical geodetic methods
 MM0387.and adjusted by the National Geodetic Survey in August 1997..
 MM0387
 MM0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0387
 MM0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0387
 MM0387.The geoid height was determined by GEOID03.
 MM0387
 MM0387;                    North         East     Units Scale Factor Converg.
 MM0387;SPC NE       -   135,155.872   456,636.182   MT  0.99969011   -0 20 30.9
 MM0387;UTM  14      - 4,545,359.079   372,599.180   MT  0.99979977   -0 59 44.4
 MM0387
 MM0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0387!SPC NE       -   0.99987452  x   0.99969011  =   0.99956467
 MM0387!UTM  14      -   0.99987452  x   0.99979977  =   0.99967432
 MM0387
 MM0387:                Primary Azimuth Mark                     Grid Az
 MM0387:SPC NE       -  80 15 C AZ MK                            127 46 25.4
 MM0387:UTM  14      -  80 15 C AZ MK                            128 25 38.9
 MM0387
 MM0387|---------------------------------------------------------------------|
 MM0387| PID    Reference Object                     Distance      Geod. Az  |
 MM0387|                                                           dddmmss.s |
 MM0387| MM0388 80 15 C AZ MK                       APPROX. 0.7 KM 1272554.5 |
 MM0387| CN8457 80 15C RM 2                          10.210 METERS 18512     |
 MM0387| CN8456 80 15C RM 1                          13.372 METERS 35415     |
 MM0387|---------------------------------------------------------------------|
 MM0387
 MM0387                          SUPERSEDED SURVEY CONTROL
 MM0387
 MM0387  NAD 83(1986)-  41 02 58.20711(N)    100 30 57.44688(W) AD(       ) 2
 MM0387  NAD 27      -  41 02 58.19700(N)    100 30 55.95047(W) AD(       ) 2
 MM0387  NGVD 29 (07/19/86)  822.3    (m)         2698.     (f) VERT ANG       
 MM0387
 MM0387.Superseded values are not recommended for survey control.
 MM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0387.See file dsdata.txt to determine how the superseded data were derived.
 MM0387
 MM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7259945359(NAD 83)
 MM0387_MARKER: DD = SURVEY DISK
 MM0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0387
 MM0387  HISTORY     - Date     Condition        Report By
 MM0387  HISTORY     - 1960     MONUMENTED       NEDR
 MM0387  HISTORY     - 1970     MARK NOT FOUND   USGS
 MM0387
 MM0387                          STATION DESCRIPTION
 MM0387
 MM0387'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0387'THE STATION IS LOCATED ABOUT 0.5 MILE EAST AND 2.2 MILES SOUTH
 MM0387'OF THE RAILROAD STATION AT MAXWELL, IN SEC. 34, T13N, R28W.
 MM0387'
 MM0387'TO REACH THE STATION FROM THE RAILROAD STATION AT MAXWELL,
 MM0387'PROCEED 0.1 MILE WEST ALONG HIGHWAY 30, TURN LEFT (SOUTH) AND
 MM0387'PROCEED FOR 2.4 MILES ALONG STATE SPUR 330, TURN LEFT (EAST)
 MM0387'AND PROCEED FOR ABOUT 0.6 MILE ALONG COUNTY ROAD TO THE GOSNELL
 MM0387'FARM ON THE NORTH SIDE OF THE ROAD, TURN LEFT (NORTH) AND
 MM0387'PROCEED ALONG FARM LANE TO THE TRAIL ROAD ON THE SOUTH SIDE OF
 MM0387'THE HOUSE YARD, TURN LEFT (WEST) AND PROCEED ALONG TRAIL ROAD
 MM0387'TO THE HALF-SECTION LINE FENCE, TURN RIGHT (NORTH) BETWEEN
 MM0387'FENCE AND WINDBREAK FOR 0.2 MILE TO STATION.
 MM0387'
 MM0387'THE STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0387'MARK DISK STAMPED 80-15C 1960.  IT IS BURIED 1.0 FOOT BELOW
 MM0387'GROUND ELEVATION, 4.2 FEET EAST OF THE HALF SECTION LINE FENCE,
 MM0387'44.5 FEET NORTH OF THE T JUNCTION OF THE FENCES.
 MM0387'
 MM0387'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0387'MARK DISK STAMPED 80-15C R.M. 1.  IT PROJECTS 0.2 FOOT ABOVE THE
 MM0387'GROUND, 0.8 FOOT EAST OF THE HALF SECTION LINE FENCE, 1.0 FOOT
 MM0387'NORTH OF THE T JUNCTION OF THE FENCES.
 MM0387'
 MM0387'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0387'MARK DISK STAMPED 80-15C R.M. 2.  IT PROJECTS 0.2 FOOT ABOVE THE
 MM0387'GROUND, 0.8 FOOT EAST OF THE HALF-SECTION LINE FENCE, 78.0 FEET
 MM0387'NORTH OF THE T JUNCTION OF THE FENCES.
 MM0387'
 MM0387'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 MM0387'STAMPED 80-15C 1960.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE
 MM0387'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 1.6 FEET WEST
 MM0387'OF STEEL WITNESS POST AND SIGN, 31.0 FEET EAST OF CENTERLINE
 MM0387'OF THE COUNTY ROAD, 60.3 FEET NORTH OF POWER POLE.
 MM0387'
 MM0387'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH FOR
 MM0387'0.3 MILE TO COUNTY ROAD (AS PREVIOUSLY DESCRIBED IN STATION
 MM0387'DESCRIPTION) TURN LEFT (EAST) AND PROCEED 0.3 MILE ALONG COUNTY
 MM0387'ROAD, TURN RIGHT (SOUTH) FOR 250.0 FEET TO MARK AS PREVIOUSLY
 MM0387'DESCRIBED.
 MM0387
 MM0387                          STATION RECOVERY (1970)
 MM0387
 MM0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (TCM)
 MM0387'AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 MM0387'
 MM0387'REFERENCE MARK 2 WAS FOUND LYING ON ITS SIDE, THE TABLET WAS
 MM0387'RECOVERED.
 MM0387'
 MM0387'REFERENCE MARK 1 WAS NOT FOUND.
 MM0387'
 MM0387'STATION WAS NOT FOUND.  R.M. NO 1 IS LIKELY DESTROYED BUT THE
 MM0387'STATION MAY STILL BE INTACT BUT ALL POINTS REFERENCED TO ARE
 MM0387'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0396 ***********************************************************************
 MM0396  DESIGNATION -  80 15D
 MM0396  PID         -  MM0396
 MM0396  STATE/COUNTY-  NE/LINCOLN
 MM0396  USGS QUAD   -  MAXWELL (1970)
 MM0396
 MM0396                         *CURRENT SURVEY CONTROL
 MM0396  ___________________________________________________________________
 MM0396* NAD 83(1995)-  41 03 38.21984(N)    100 33 28.07643(W)     ADJUSTED  
 MM0396* NAVD 88     -       827.6    (meters)    2715.     (feet)  VERTCON   
 MM0396  ___________________________________________________________________
 MM0396  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 MM0396  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 MM0396
 MM0396  HORZ ORDER  -  SECOND
 MM0396
 MM0396.The horizontal coordinates were established by classical geodetic methods
 MM0396.and adjusted by the National Geodetic Survey in August 1997..
 MM0396
 MM0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0396
 MM0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0396
 MM0396.The geoid height was determined by GEOID03.
 MM0396
 MM0396;                    North         East     Units Scale Factor Converg.
 MM0396;SPC NE       -   136,411.799   453,127.425   MT  0.99968860   -0 22 10.7
 MM0396;UTM  14      - 4,546,655.110   369,104.576   MT  0.99981087   -1 01 24.2
 MM0396
 MM0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0396!SPC NE       -   0.99987373  x   0.99968860  =   0.99956237
 MM0396!UTM  14      -   0.99987373  x   0.99981087  =   0.99968462
 MM0396
 MM0396|---------------------------------------------------------------------|
 MM0396| PID    Reference Object                     Distance      Geod. Az  |
 MM0396|                                                           dddmmss.s |
 MM0396| CN8458 80 15D RM 1                          13.645 METERS 00432     |
 MM0396| CN8459 80 15D RM 2                          11.155 METERS 18056     |
 MM0396| MM0394 80 15 D AZ MK                       APPROX. 0.8 KM 3270409.5 |
 MM0396|---------------------------------------------------------------------|
 MM0396
 MM0396                          SUPERSEDED SURVEY CONTROL
 MM0396
 MM0396  NAD 83(1986)-  41 03 38.22503(N)    100 33 28.08359(W) AD(       ) 2
 MM0396  NAD 27      -  41 03 38.21816(N)    100 33 26.58726(W) AD(       ) 2
 MM0396  NGVD 29 (07/19/86)  827.3    (m)         2714.     (f) VERT ANG       
 MM0396
 MM0396.Superseded values are not recommended for survey control.
 MM0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0396.See file dsdata.txt to determine how the superseded data were derived.
 MM0396
 MM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6910546655(NAD 83)
 MM0396_MARKER: DD = SURVEY DISK
 MM0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0396
 MM0396  HISTORY     - Date     Condition        Report By
 MM0396  HISTORY     - 1960     MONUMENTED       NEDR
 MM0396
 MM0396                          STATION DESCRIPTION
 MM0396
 MM0396'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0396'THE STATION IS LOCATED ABOUT 1.9 MILES WEST AND 1.4 MILES SOUTH
 MM0396'OF THE RAILROAD STATION AT MAXWELL IN SEC. 32, T13N, R28W.
 MM0396'
 MM0396'TO REACH THE STATION FROM THE RAILROAD STATION AT MAXWELL,
 MM0396'PROCEED ABOUT 0.1 MILE WEST ALONG HIGHWAY 30, TURN LEFT (SOUTH)
 MM0396'AND PROCEED 1.4 MILES ALONG STATE SPUR 330, TURN RIGHT (WEST)
 MM0396'AND PROCEED ALONG COUNTY ROAD FOR 1.8 MILES.  THE STATION IS
 MM0396'67.0 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD.
 MM0396'
 MM0396'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0396'MARK DISK STAMPED 80-15D 1960.  IT IS BURIED 1.0 FOOT BELOW
 MM0396'THE GROUND, 2.4 FEET WEST OF NORTH-SOUTH FENCE ON THE WEST
 MM0396'SIDE OF THE STOCK LANE, 45.5 FEET SOUTH OF EAST-WEST FENCE
 MM0396'ON THE SOUTH R.O.W. OF THE ROAD.
 MM0396'
 MM0396'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0396'MARK DISK STAMPED 80-15D R.M. 1.  IT PROJECTS 0.1 FOOT ABOVE
 MM0396'THE GROUND, 22.0 FEET SOUTH OF THE CENTERLINE OF THE COUNTY
 MM0396'ROAD, 2.4 FEET WEST OF THE NORTH GATE POST, 0.5 FOOT SOUTH
 MM0396'OF EAST-WEST R.O.W. FENCE.
 MM0396'
 MM0396'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0396'MARK DISK STAMPED 80-15D R.M. 2.  IT PROJECTS 0.1 FOOT ABOVE
 MM0396'THE GROUND, 81.8 FEET SOUTH OF EAST-WEST R.O.W. FENCE, 0.5
 MM0396'FOOT WEST OF NORTH-SOUTH LANE FENCE, 103.3 SOUTH OF THE CENTERLINE
 MM0396'OF THE COUNTY ROAD.
 MM0396'
 MM0396'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 MM0396'STAMPED 80-15D 1960.  IT IS SET IN A 6 INCH CONCRETE POST, WHICH
 MM0396'PROJECTS 0.1 FOOT ABOVE THE GROUND.  IT IS LOCATED 22.1 FEET
 MM0396'NORTH OF THE CENTERLINE OF FARM LANE, 30.0 FEET EAST OF THE
 MM0396'CENTERLINE OF THE COUNTY ROAD, 1.0 FOOT SOUTHWEST OF STEEL
 MM0396'WITNESS POST AND SIGN, 1.0 FOOT WEST OF NORTH-SOUTH FENCE, 4.5
 MM0396'FEET SOUTH OF POWER POLE.
 MM0396'
 MM0396'TO REACH THE AZIMUTH MARK FROM THE STATION (THE STATION IS
 MM0396'67.0 FEET SOUTH OF THE COUNTY ROAD) PROCEED 0.3 MILES WEST
 MM0396'ALONG COUNTY ROAD, TURN RIGHT (NORTH) AND PROCEED ALONG
 MM0396'COUNTY ROAD 0.4 MILES TO MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0393 ***********************************************************************
 MM0393  DESIGNATION -  80 15E
 MM0393  PID         -  MM0393
 MM0393  STATE/COUNTY-  NE/LINCOLN
 MM0393  USGS QUAD   -  MAXWELL (1970)
 MM0393
 MM0393                         *CURRENT SURVEY CONTROL
 MM0393  ___________________________________________________________________
 MM0393* NAD 83(1995)-  41 04 05.80290(N)    100 35 12.34181(W)     ADJUSTED  
 MM0393* NAVD 88     -       831.2    (meters)    2727.     (feet)  VERTCON   
 MM0393  ___________________________________________________________________
 MM0393  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 MM0393  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 MM0393
 MM0393  HORZ ORDER  -  SECOND
 MM0393
 MM0393.The horizontal coordinates were established by classical geodetic methods
 MM0393.and adjusted by the National Geodetic Survey in August 1997..
 MM0393
 MM0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0393
 MM0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0393
 MM0393.The geoid height was determined by GEOID03.
 MM0393
 MM0393;                    North         East     Units Scale Factor Converg.
 MM0393;SPC NE       -   137,278.524   450,699.469   MT  0.99968758   -0 23 19.8
 MM0393;UTM  14      - 4,547,549.594   366,686.361   MT  0.99981874   -1 02 33.3
 MM0393
 MM0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0393!SPC NE       -   0.99987317  x   0.99968758  =   0.99956079
 MM0393!UTM  14      -   0.99987317  x   0.99981874  =   0.99969193
 MM0393
 MM0393|---------------------------------------------------------------------|
 MM0393| PID    Reference Object                     Distance      Geod. Az  |
 MM0393|                                                           dddmmss.s |
 MM0393| CN8460 80 15E RM 1                          15.605 METERS 23404     |
 MM0393| MM0391 80 15 E AZ MK                       APPROX. 0.6 KM 2784306.2 |
 MM0393| CN8461 80 15E RM 2                          20.444 METERS 33239     |
 MM0393|---------------------------------------------------------------------|
 MM0393
 MM0393                          SUPERSEDED SURVEY CONTROL
 MM0393
 MM0393  NAD 83(1986)-  41 04 05.80802(N)    100 35 12.34882(W) AD(       ) 2
 MM0393  NAD 27      -  41 04 05.80427(N)    100 35 10.85592(W) AD(       ) 2
 MM0393  NGVD 29 (07/19/86)  830.8    (m)         2726.     (f) VERT ANG       
 MM0393
 MM0393.Superseded values are not recommended for survey control.
 MM0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0393.See file dsdata.txt to determine how the superseded data were derived.
 MM0393
 MM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6668647550(NAD 83)
 MM0393_MARKER: DD = SURVEY DISK
 MM0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0393
 MM0393  HISTORY     - Date     Condition        Report By
 MM0393  HISTORY     - 1960     MONUMENTED       NEDR
 MM0393
 MM0393                          STATION DESCRIPTION
 MM0393
 MM0393'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0393'THE STATION IS LOCATED ABOUT 3.9 MILES WEST AND 1.4 MILES
 MM0393'SOUTH OF THE RAILROAD STATION AT MAXWELL IN SEC. 25, T13N, R29W.
 MM0393'
 MM0393'TO REACH THE STATION FROM THE RAILROAD STATION AT MAXWELL,
 MM0393'PROCEED WEST ALONG HIGHWAY 30 FOR 0.1 MILE, TURN LEFT (SOUTH)
 MM0393'AND PROCEED ALONG STATE SPUR 330 FOR 1.4 MILES, TURN RIGHT
 MM0393'(WEST) AND PROCEED ALONG COUNTY ROAD FOR 4.2 MILES, TO TRAIL
 MM0393'ROAD ON THE LEFT, TURN LEFT (SOUTH) ALONG TRAIL ROAD AND OVER
 MM0393'CROSS-DRAINAGE, BEAR LEFT (EASTERLY DIRECTION) AND PROCEED
 MM0393'0.4 MILES TO STATION.  THE STATION IS 588.0 FEET SOUTH OF THE
 MM0393'SOUTH R.O.W. FENCE OF THE COUNTY ROAD, NEAR A GROUP OF CEDAR
 MM0393'TREES.
 MM0393'
 MM0393'THE STATION MARK IS A STANDARD DEPARTMENT OF ROADS TRIANGULATION
 MM0393'MARK DISK STAMPED 80-15E 1960.  IT IS SET FLUSH WITH THE GROUND.
 MM0393'
 MM0393'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0393'MARK DISK STAMPED 80-15E R.M. 1.  IT PROJECTS 0.2 FOOT ABOVE
 MM0393'THE GROUND, 1.5 FEET NORTH OF STEEL WITNESS POST AND SIGN.
 MM0393'
 MM0393'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0393'MARK DISK STAMPED 80-15E R.M. 2.  IT PROJECTS 0.2 FOOT ABOVE
 MM0393'THE GROUND, 1.5 FEET NORTH OF STEEL WITNESS POST AND SIGN.
 MM0393'
 MM0393'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 MM0393'STAMPED 80-15 E 1960.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE
 MM0393'POST, WHICH PROJECTS 0.2 FOOT ABOVE GROUND, 7.0 FEET EAST OF
 MM0393'CEDAR TREES, 13.0 FEET WEST OF THE CENTERLINE OF TRAIL ROAD,
 MM0393'3.9 FEET EAST OF STEEL WITNESS POST AND SIGN.
 MM0393'
 MM0393'TO REACH THE AZIMUTH MARK FROM THE STATION (THE STATION IS 588
 MM0393'FEET SOUTH OF SOUTH R.O.W. FENCE), PROCEED WEST 0.4 MILE TO
 MM0393'CEDAR TREES AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0390 ***********************************************************************
 MM0390  DESIGNATION -  80 15F
 MM0390  PID         -  MM0390
 MM0390  STATE/COUNTY-  NE/LINCOLN
 MM0390  USGS QUAD   -  MAXWELL (1970)
 MM0390
 MM0390                         *CURRENT SURVEY CONTROL
 MM0390  ___________________________________________________________________
 MM0390* NAD 83(1995)-  41 04 49.24203(N)    100 36 25.98273(W)     ADJUSTED  
 MM0390* NAVD 88     -       834.9    (meters)    2739.     (feet)  VERTCON   
 MM0390  ___________________________________________________________________
 MM0390  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 MM0390  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 MM0390
 MM0390  HORZ ORDER  -  SECOND
 MM0390
 MM0390.The horizontal coordinates were established by classical geodetic methods
 MM0390.and adjusted by the National Geodetic Survey in August 1997..
 MM0390
 MM0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0390
 MM0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0390
 MM0390.The geoid height was determined by GEOID03.
 MM0390
 MM0390;                    North         East     Units Scale Factor Converg.
 MM0390;SPC NE       -   138,629.980   448,990.179   MT  0.99968600   -0 24 08.6
 MM0390;UTM  14      - 4,548,920.651   364,992.376   MT  0.99982433   -1 03 22.6
 MM0390
 MM0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0390!SPC NE       -   0.99987258  x   0.99968600  =   0.99955862
 MM0390!UTM  14      -   0.99987258  x   0.99982433  =   0.99969694
 MM0390
 MM0390|---------------------------------------------------------------------|
 MM0390| PID    Reference Object                     Distance      Geod. Az  |
 MM0390|                                                           dddmmss.s |
 MM0390| CN8463 80 15F RM 2                          18.597 METERS 00041     |
 MM0390| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX. 9.2 KM 0522409.8 |
 MM0390| CN8462 80 15F RM 1                          17.450 METERS 09031     |
 MM0390| MM0392 80 15 F AZ MK                       APPROX. 1.7 KM 1300531.0 |
 MM0390|---------------------------------------------------------------------|
 MM0390
 MM0390                          SUPERSEDED SURVEY CONTROL
 MM0390
 MM0390  NAD 83(1986)-  41 04 49.24722(N)    100 36 25.98987(W) AD(       ) 2
 MM0390  NAD 27      -  41 04 49.24427(N)    100 36 24.49317(W) AD(       ) 2
 MM0390  NGVD 29 (07/19/86)  834.5    (m)         2738.     (f) VERT ANG       
 MM0390
 MM0390.Superseded values are not recommended for survey control.
 MM0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0390.See file dsdata.txt to determine how the superseded data were derived.
 MM0390
 MM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6499248921(NAD 83)
 MM0390_MARKER: DD = SURVEY DISK
 MM0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0390
 MM0390  HISTORY     - Date     Condition        Report By
 MM0390  HISTORY     - 1960     MONUMENTED       NEDR
 MM0390
 MM0390                          STATION DESCRIPTION
 MM0390
 MM0390'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0390'STATION IS LOCATED 5.4 MILES WEST AND 1.4 MILES SOUTH OF THE
 MM0390'RAILROAD STATION AT MAXWELL, IN SECTION 23, T13N, R29W.
 MM0390'
 MM0390'TO REACH THE STATION FROM THE RAILROAD STATION AT MAXWELL,
 MM0390'PROCEED 0.1 MILE WEST ALONG HIGHWAY 30, TURN LEFT (SOUTH)
 MM0390'AND PROCEED 1.4 MILES ALONG STATE SPUR 330, TURN RIGHT (WEST)
 MM0390'AND PROCEED 5.3 MILES ALONG COUNTY ROAD.  STATION IS 75.9
 MM0390'FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD.
 MM0390'
 MM0390'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0390'MARK DISK STAMPED 80-15F 1960.  IT IS BURIED 0.1 FOOT BELOW THE
 MM0390'GROUND, 46.3 FEET SOUTH OF THE SOUTH R.O.W. FENCE.
 MM0390'
 MM0390'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0390'MARK DISK STAMPED 80-15F R.M. 1.  IT PROJECTS 0.2 FOOT ABOVE THE
 MM0390'GROUND ELEVATION, 7.2 FEET SOUTH OF SOUTH R.O.W. FENCE, 36.8
 MM0390'FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD.
 MM0390'
 MM0390'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0390'MARK DISK STAMPED 80-15F R.M. 2.  IT PROJECTS 0.2 FOOT ABOVE
 MM0390'GROUND ELEVATION, 1.0 FOOT SOUTH OF SOUTH R.O.W. FENCE, 30.6
 MM0390'FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD.
 MM0390'
 MM0390'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0390'DISK STAMPED 80-15F 1960.  IT IS SET IN A 6 INCH CONCRETE POST,
 MM0390'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 75.0 FEET SOUTH
 MM0390'OF SOUTH R.O.W. FENCE, 5.2 FEET EAST OF NORTH-SOUTH FENCE,
 MM0390'21.5 FEET EAST OF THE CENTERLINE OF TRAIL ROAD, 5.2 FEET
 MM0390'NORTHEAST OF STEEL WITNESS POST AND SIGN.
 MM0390'
 MM0390'TO REACH THE AZIMUTH MARK FROM THE STATION (THE STATION IS 75.9
 MM0390'FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD) PROCEED 0.5
 MM0390'MILE EAST ALONG COUNTY ROAD TO MARK ON RIGHT AS DESCRIBED.
 MM0390'THE AZIMUTH MARK IS 102.0 FEET SOUTH OF THE CENTERLINE OF THE
 MM0390'COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0389 ***********************************************************************
 MM0389  DESIGNATION -  80 15G
 MM0389  PID         -  MM0389
 MM0389  STATE/COUNTY-  NE/LINCOLN
 MM0389  USGS QUAD   -  MAXWELL (1970)
 MM0389
 MM0389                         *CURRENT SURVEY CONTROL
 MM0389  ___________________________________________________________________
 MM0389* NAD 83(1995)-  41 05 25.22512(N)    100 37 11.64454(W)     ADJUSTED  
 MM0389* NAVD 88     -       836.2    (meters)    2743.     (feet)  VERTCON   
 MM0389  ___________________________________________________________________
 MM0389  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 MM0389  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 MM0389
 MM0389  HORZ ORDER  -  SECOND
 MM0389
 MM0389.The horizontal coordinates were established by classical geodetic methods
 MM0389.and adjusted by the National Geodetic Survey in August 1997..
 MM0389
 MM0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0389
 MM0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0389
 MM0389.The geoid height was determined by GEOID03.
 MM0389
 MM0389;                    North         East     Units Scale Factor Converg.
 MM0389;SPC NE       -   139,747.198   447,932.637   MT  0.99968473   -0 24 38.9
 MM0389;UTM  14      - 4,550,050.025   363,947.507   MT  0.99982782   -1 03 53.4
 MM0389
 MM0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0389!SPC NE       -   0.99987236  x   0.99968473  =   0.99955713
 MM0389!UTM  14      -   0.99987236  x   0.99982782  =   0.99970020
 MM0389
 MM0389:                Primary Azimuth Mark                     Grid Az
 MM0389:SPC NE       -  80 15F                                   136 34 18.6
 MM0389:UTM  14      -  80 15F                                   137 13 33.1
 MM0389
 MM0389|---------------------------------------------------------------------|
 MM0389| PID    Reference Object                     Distance      Geod. Az  |
 MM0389|                                                           dddmmss.s |
 MM0389| MM0390 80 15F                              APPROX. 1.5 KM 1360939.7 |
 MM0389| CN8464 80 15G RM 1                          17.041 METERS 20844     |
 MM0389| CN8465 80 15G RM 2                           5.686 METERS 26151     |
 MM0389|---------------------------------------------------------------------|
 MM0389
 MM0389                          SUPERSEDED SURVEY CONTROL
 MM0389
 MM0389  NAD 83(1986)-  41 05 25.23031(N)    100 37 11.65168(W) AD(       ) 2
 MM0389  NAD 27      -  41 05 25.22908(N)    100 37 10.15383(W) AD(       ) 2
 MM0389  NGVD 29 (07/19/86)  835.9    (m)         2742.     (f) VERT ANG       
 MM0389
 MM0389.Superseded values are not recommended for survey control.
 MM0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0389.See file dsdata.txt to determine how the superseded data were derived.
 MM0389
 MM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6394850050(NAD 83)
 MM0389_MARKER: DD = SURVEY DISK
 MM0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0389
 MM0389  HISTORY     - Date     Condition        Report By
 MM0389  HISTORY     - 1960     MONUMENTED       NEDR
 MM0389
 MM0389                          STATION DESCRIPTION
 MM0389
 MM0389'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0389'THE STATION IS LOCATED 6.4 MILES WEST AND 1.4 MILES SOUTH OF
 MM0389'THE RAILROAD STATION AT MAXWELL, IN SEC. 15, T13N R29W.
 MM0389'
 MM0389'TO REACH THE STATION FROM THE RAILROAD STATION IN MAXWELL,
 MM0389'PROCEED WEST FOR 0.1 MILE ALONG HIGHWAY 30, TURN LEFT (SOUTH)
 MM0389'AND PROCEED FOR 1.4 MILES ALONG STATE SPUR 330, TURN RIGHT
 MM0389'(WEST) AND PROCEED ALONG COUNTY ROAD FOR 6.3 MILES.  STATION IS
 MM0389'38.0 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD.
 MM0389'
 MM0389'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0389'MARK DISK STAMPED 80-15G 1960.  IT IS BURIED 0.2 FOOT BELOW
 MM0389'GROUND ELEVATION, 11.2 FEET NORTHWEST OF NAIL IN THE TOP OF
 MM0389'40 INCH TREE STUMP, 17.0 FEET WEST OF THE CENTERLINE OF FARM
 MM0389'LANE, 9.8 FEET NORTH OF EAST-WEST R.O.W. FENCE.
 MM0389'
 MM0389'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0389'MARK DISK STAMPED 80-15G R.M. 1.  IT PROJECTS 0.2 FOOT ABOVE
 MM0389'THE GROUND ELEVATION, 18.0 FEET SOUTH OF THE CENTERLINE OF
 MM0389'THE COUNTY ROAD, 2.1 FEET NORTH OF THE SOUTH R.O.W. FENCE.
 MM0389'
 MM0389'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0389'MARK DISK STAMPED 80-15G R.M. 2.  IT PROJECTS 0.2 FOOT ABOVE
 MM0389'THE GROUND ELEVATION, 29.5 FEET NORTH OF THE CENTERLINE OF
 MM0389'COUNTY ROAD, 25.2 FEET WEST OF NAIL IN 40 INCH STUMP, 18.0
 MM0389'FEET WEST OF NORTH-SOUTH FENCE, 2.0 FEET NORTH OF EAST-WEST
 MM0389'FENCE.
 MM0389'
 MM0389'THERE IS NO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0401 ***********************************************************************
 MM0401  DESIGNATION -  80 15H
 MM0401  PID         -  MM0401
 MM0401  STATE/COUNTY-  NE/LINCOLN
 MM0401  USGS QUAD   -  MAXWELL SW (1983)
 MM0401
 MM0401                         *CURRENT SURVEY CONTROL
 MM0401  ___________________________________________________________________
 MM0401* NAD 83(1995)-  41 05 43.70858(N)    100 38 18.48893(W)     ADJUSTED  
 MM0401* NAVD 88     -       839.5    (meters)    2754.     (feet)  VERTCON   
 MM0401  ___________________________________________________________________
 MM0401  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MM0401  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 MM0401
 MM0401  HORZ ORDER  -  SECOND
 MM0401
 MM0401.The horizontal coordinates were established by classical geodetic methods
 MM0401.and adjusted by the National Geodetic Survey in August 1997..
 MM0401
 MM0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0401
 MM0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0401
 MM0401.The geoid height was determined by GEOID03.
 MM0401
 MM0401;                    North         East     Units Scale Factor Converg.
 MM0401;SPC NE       -   140,328.544   446,377.302   MT  0.99968409   -0 25 23.2
 MM0401;UTM  14      - 4,550,649.176   362,398.683   MT  0.99983303   -1 04 37.8
 MM0401
 MM0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0401!SPC NE       -   0.99987185  x   0.99968409  =   0.99955598
 MM0401!UTM  14      -   0.99987185  x   0.99983303  =   0.99970490
 MM0401
 MM0401:                Primary Azimuth Mark                     Grid Az
 MM0401:SPC NE       -  MAXWELL ATT CO KAC 33 RAD TWR            068 46 51.4
 MM0401:UTM  14      -  MAXWELL ATT CO KAC 33 RAD TWR            069 26 06.0
 MM0401
 MM0401|---------------------------------------------------------------------|
 MM0401| PID    Reference Object                     Distance      Geod. Az  |
 MM0401|                                                           dddmmss.s |
 MM0401| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX.10.7 KM 0682128.2 |
 MM0401| MM0389 80 15G                              APPROX. 1.7 KM 1100417.3 |
 MM0401| CN8466 80 15H RM 1                          12.986 METERS 13407     |
 MM0401| CN8467 80 15H RM 2                          13.580 METERS 31612     |
 MM0401|---------------------------------------------------------------------|
 MM0401
 MM0401                          SUPERSEDED SURVEY CONTROL
 MM0401
 MM0401  NAD 83(1986)-  41 05 43.71370(N)    100 38 18.49597(W) AD(       ) 2
 MM0401  NAD 27      -  41 05 43.71377(N)    100 38 16.99646(W) AD(       ) 2
 MM0401  NGVD 29 (07/19/86)  839.1    (m)         2753.     (f) VERT ANG       
 MM0401
 MM0401.Superseded values are not recommended for survey control.
 MM0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0401.See file dsdata.txt to determine how the superseded data were derived.
 MM0401
 MM0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6239950649(NAD 83)
 MM0401_MARKER: DD = SURVEY DISK
 MM0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0401
 MM0401  HISTORY     - Date     Condition        Report By
 MM0401  HISTORY     - 1960     MONUMENTED       NEDR
 MM0401
 MM0401                          STATION DESCRIPTION
 MM0401
 MM0401'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0401'THE STATION IS LOCATED 7.5 MILES WEST AND 1.4 MILES SOUTH OF THE
 MM0401'RAILROAD STATION AT MAXWELL IN SEC. 15, T13N, R29W.
 MM0401'
 MM0401'TO REACH THE STATION FROM THE RAILROAD STATION AT MAXWELL,
 MM0401'PROCEED WEST ALONG HIGHWAY 30 FOR 0.1 MILE, TURN LEFT (SOUTH)
 MM0401'AND PROCEED ALONG STATE SPUR 330 FOR 1.4 MILES, TURN RIGHT (WEST)
 MM0401'AND PROCEED 7.4 MILES ALONG COUNTY ROAD.  THE STATION IS 19.5
 MM0401'SOUTH OF THE CENTERLINE OF THE COUNTY ROAD.
 MM0401'
 MM0401'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0401'MARK DISK STAMPED 80-15H 1960.  IT IS SET FLUSH WITH THE GROUND,
 MM0401'3.5 FEET SOUTHWEST OF R.O.W. FENCE, 12.9 FEET WEST OF WEST
 MM0401'GATE POST, 11.5 FEET NORTHWEST OF CENTERLINE OF DOUBLE POWER
 MM0401'POLE LINE.
 MM0401'
 MM0401'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0401'MARK DISK STAMPED 80-15H R.M. 1.  IT PROJECTS 0.1 FOOT ABOVE
 MM0401'GROUND ELEVATION, 13.5 EAST OF EAST GATE POST, 1.5 FEET SOUTH OF
 MM0401'SOUTH R.O.W. FENCE, 17.6 FEET SOUTH OF THE CENTERLINE OF THE
 MM0401'COUNTY ROAD.
 MM0401'
 MM0401'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0401'MARK DISK STAMPED 80-15H R.M. 2.  IT PROJECTS 0.1 FOOT ABOVE
 MM0401'THE GROUND ELEVATION, 57.5 FEET WEST OF WEST GATE POST, 2.4 FEET
 MM0401'SOUTH OF SOUTH R.O.W. FENCE, 19.5 FEET SOUTH OF THE CENTERLINE
 MM0401'OF THE COUNTY ROAD.
 MM0401'
 MM0401'THERE IS NO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0399 ***********************************************************************
 MM0399  DESIGNATION -  80 16
 MM0399  PID         -  MM0399
 MM0399  STATE/COUNTY-  NE/LINCOLN
 MM0399  USGS QUAD   -  MAXWELL SW (1983)
 MM0399
 MM0399                         *CURRENT SURVEY CONTROL
 MM0399  ___________________________________________________________________
 MM0399* NAD 83(1995)-  41 04 50.52353(N)    100 39 47.22854(W)     ADJUSTED  
 MM0399* NAVD 88     -       844.3    (meters)    2770.     (feet)  VERTCON   
 MM0399  ___________________________________________________________________
 MM0399  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 MM0399  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 MM0399
 MM0399  HORZ ORDER  -  SECOND
 MM0399
 MM0399.The horizontal coordinates were established by classical geodetic methods
 MM0399.and adjusted by the National Geodetic Survey in August 1997..
 MM0399
 MM0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0399
 MM0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0399
 MM0399.The geoid height was determined by GEOID03.
 MM0399
 MM0399;                    North         East     Units Scale Factor Converg.
 MM0399;SPC NE       -   138,703.999   444,294.508   MT  0.99968596   -0 26 22.0
 MM0399;UTM  14      - 4,549,048.260   360,297.167   MT  0.99984021   -1 05 35.0
 MM0399
 MM0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0399!SPC NE       -   0.99987110  x   0.99968596  =   0.99955710
 MM0399!UTM  14      -   0.99987110  x   0.99984021  =   0.99971133
 MM0399
 MM0399|---------------------------------------------------------------------|
 MM0399| PID    Reference Object                     Distance      Geod. Az  |
 MM0399|                                                           dddmmss.s |
 MM0399| CN8468 80 16 RM 1                           10.627 METERS 01634     |
 MM0399| MM0400 80 16 AZ MK                         APPROX. 0.8 KM 0273517.1 |
 MM0399| CN8469 80 16 RM 2                           14.238 METERS 09710     |
 MM0399| MM0402 NORTH PLATTE RAD RNG CEN MAST       APPROX. 3.0 KM 2870652.6 |
 MM0399| MM0403 NORTH PLATTE TV STA KNOP MAST       APPROX.15.0 KM 3362940.5 |
 MM0399|---------------------------------------------------------------------|
 MM0399
 MM0399                          SUPERSEDED SURVEY CONTROL
 MM0399
 MM0399  NAD 83(1986)-  41 04 50.52855(N)    100 39 47.23556(W) AD(       ) 2
 MM0399  NAD 27      -  41 04 50.52923(N)    100 39 45.73428(W) AD(       ) 2
 MM0399  NGVD 29 (07/19/86)  843.9    (m)         2769.     (f) VERT ANG       
 MM0399
 MM0399.Superseded values are not recommended for survey control.
 MM0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0399.See file dsdata.txt to determine how the superseded data were derived.
 MM0399
 MM0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6029749048(NAD 83)
 MM0399_MARKER: DD = SURVEY DISK
 MM0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0399
 MM0399  HISTORY     - Date     Condition        Report By
 MM0399  HISTORY     - 1960     MONUMENTED       NEDR
 MM0399
 MM0399                          STATION DESCRIPTION
 MM0399
 MM0399'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0399'THE STATION IS LOCATED ABOUT 4.3 MILES SOUTH AND 5.6 MILES
 MM0399'EAST OF THE POST OFFICE AT NORTH PLATTE, IN SEC. 20, T13N, R29W.
 MM0399'
 MM0399'TO REACH THE STATION FROM THE POST OFFICE AT NORTH PLATTE,
 MM0399'PROCEED SOUTH FOR 3.5 MILES ALONG HIGHWAY 83, TURN LEFT (EAST) AND
 MM0399'PROCEED FOR 5.0 MILES ALONG COUNTY ROAD TO T JUNCTION (OF THE
 MM0399'COUNTY ROAD) WITH A DRIVE LEADING EAST, PROCEED ALONG DRIVE FOR
 MM0399'0.6 MILE TO WOODEN BRIDGE, CROSS BRIDGE AND BEAR RIGHT
 MM0399'(SOUTHEAST) AND PROCEED ALONG CNPP ROAD FOR 0.8 MILE TO STATION
 MM0399'ON THE LEFT.
 MM0399'
 MM0399'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0399'MARK DISK STAMPED 80-16 1960.  IT IS BURIED 1.0 FOOT BELOW
 MM0399'GROUND ELEVATION, 6.0 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MM0399'220.6 FEET NORTHWEST OF NORTH END OF WEST RAIL OF WOODEN
 MM0399'BRIDGE, 31.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 MM0399'NORTHEAST-SOUTHWEST DOUBLE POLE POWER LINE, 28.6 FEET SOUTHWEST
 MM0399'OF SOUTHEAST-NORTHWEST FENCE.
 MM0399'
 MM0399'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0399'MARK DISK STAMPED 80-16 R.M. 1.  IT PROJECTS 0.2 FOOT ABOVE THE
 MM0399'GROUND, 1.5 FEET NORTHEAST OF SOUTHEAST-NORTHWEST FENCE.
 MM0399'
 MM0399'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0399'MARK DISK STAMPED 80-16 R.M. 2.  IT PROJECTS 0.1 FOOT ABOVE
 MM0399'GROUND, 1.8 NORTHEAST OF THE SOUTHEAST-NORTHWEST FENCE.
 MM0399'
 MM0399'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0399'DISK STAMPED 80-16 1960.  IT IS SET IN A 6 INCH CONCRETE POST,
 MM0399'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND ELEVATION, 2.8
 MM0399'FEET WEST OF STEEL WITNESS POST AND SIGN, 3.8 FEET WEST OF
 MM0399'NORTH-SOUTH FENCE, 107.0 FEET NORTH OF FENCE CORNER.
 MM0399'
 MM0399'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTHEAST
 MM0399'ALONG CNPP ROAD FOR 0.4 MILE TO INTERSECTION, TURN LEFT (EAST)
 MM0399'AND PROCEED 200 FEET TO COUNTY ROAD NORTH, TURN LEFT (NORTH)
 MM0399'AND PROCEED ALONG COUNTY ROAD FOR 0.75 MILES TO FARM ENTRANCE,
 MM0399'CONTINUE NORTH ABOUT 200 FEET TO LANE THROUGH HEDGE ROW, THEN
 MM0399'PROCEED 0.1 MILE NORTH ALONG WEST SIDE OF FENCE TO MARK AS
 MM0399'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0398 ***********************************************************************
 MM0398  DESIGNATION -  80 16 A AZ MK
 MM0398  PID         -  MM0398
 MM0398  STATE/COUNTY-  NE/LINCOLN
 MM0398  USGS QUAD   -  MAXWELL SW (1983)
 MM0398
 MM0398                         *CURRENT SURVEY CONTROL
 MM0398  ___________________________________________________________________
 MM0398* NAD 83(1995)-  41 05 25.54410(N)    100 40 02.40828(W)     ADJUSTED  
 MM0398* NAVD 88     -       843.     (meters)    2766.     (feet)  VERTCON   
 MM0398  ___________________________________________________________________
 MM0398  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 MM0398  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 MM0398
 MM0398  HORZ ORDER  -  SECOND
 MM0398
 MM0398.The horizontal coordinates were established by classical geodetic methods
 MM0398.and adjusted by the National Geodetic Survey in August 1997..
 MM0398
 MM0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0398
 MM0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0398
 MM0398.The geoid height was determined by GEOID03.
 MM0398
 MM0398;                    North         East     Units Scale Factor Converg.
 MM0398;SPC NE       -   139,786.693   443,948.635   MT  0.99968472   -0 26 32.1
 MM0398;UTM  14      - 4,550,134.999   359,963.617   MT  0.99984135   -1 05 45.7
 MM0398
 MM0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0398!SPC NE       -   0.99987124  x   0.99968472  =   0.99955600
 MM0398!UTM  14      -   0.99987124  x   0.99984135  =   0.99971261
 MM0398
 MM0398                          SUPERSEDED SURVEY CONTROL
 MM0398
 MM0398  NAD 83(1986)-  41 05 25.54907(N)    100 40 02.41531(W) AD(       ) 2
 MM0398  NAD 27      -  41 05 25.55036(N)    100 40 00.91261(W) AD(       ) 2
 MM0398  NGVD 29 (07/19/86)  843.     (m)         2766.     (f) VERT ANG       
 MM0398
 MM0398.Superseded values are not recommended for survey control.
 MM0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0398.See file dsdata.txt to determine how the superseded data were derived.
 MM0398
 MM0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5996450135(NAD 83)
 MM0398_MARKER: DZ = AZIMUTH MARK DISK
 MM0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0398+STABILITY: SURFACE MOTION
 MM0398
 MM0398  HISTORY     - Date     Condition        Report By
 MM0398  HISTORY     - 1961     MONUMENTED       NEDR
 MM0398
 MM0398                          STATION DESCRIPTION
 MM0398
 MM0398'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MM0398'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0398'DISK STAMPED 80-16A 1960.  IT IS SET IN THE TOP OF A 6 INCH
 MM0398'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND ELEVATION.
 MM0398'IT IS LOCATED 0.47 MILES SOUTHEAST OF STATION ON THE WEST
 MM0398'BANK OF THE CNPP CANAL, 63.0 FEET NORTH OF THE WEST END OF THE
 MM0398'BRIDGE (MEASURED FROM THE CENTERLINE OF THE BRIDGE) AND 5.1
 MM0398'FEET WEST OF STEEL WITNESS POST AND SIGN.
 MM0398'
 MM0398'TO REACH THE AZIMUTH MARK FROM STATION 80-16A NEDR, PROCEED 380.0
 MM0398'FEET NORTHWEST ON ROAD TO WOODEN BRIDGE OVER CANAL, BEAR
 MM0398'LEFT OVER BRIDGE AND PROCEED SOUTH 0.35 MILES, TURN LEFT (EAST)
 MM0398'AND PROCEED ON DRIVE FOR 0.6 MILES TO WOODEN BRIDGE AND MARK
 MM0398'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0400 ***********************************************************************
 MM0400  DESIGNATION -  80 16 AZ MK
 MM0400  PID         -  MM0400
 MM0400  STATE/COUNTY-  NE/LINCOLN
 MM0400  USGS QUAD   -  MAXWELL SW (1983)
 MM0400
 MM0400                         *CURRENT SURVEY CONTROL
 MM0400  ___________________________________________________________________
 MM0400* NAD 83(1995)-  41 05 13.07303(N)    100 39 31.65519(W)     ADJUSTED  
 MM0400* NAVD 88     -       839.     (meters)    2753.     (feet)  VERTCON   
 MM0400  ___________________________________________________________________
 MM0400  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 MM0400  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 MM0400
 MM0400  HORZ ORDER  -  SECOND
 MM0400
 MM0400.The horizontal coordinates were established by classical geodetic methods
 MM0400.and adjusted by the National Geodetic Survey in August 1997..
 MM0400
 MM0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0400
 MM0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0400
 MM0400.The geoid height was determined by GEOID03.
 MM0400
 MM0400;                    North         East     Units Scale Factor Converg.
 MM0400;SPC NE       -   139,396.606   444,663.200   MT  0.99968516   -0 26 11.7
 MM0400;UTM  14      - 4,549,736.722   360,673.796   MT  0.99983891   -1 05 25.2
 MM0400
 MM0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0400!SPC NE       -   0.99987187  x   0.99968516  =   0.99955707
 MM0400!UTM  14      -   0.99987187  x   0.99983891  =   0.99971080
 MM0400
 MM0400                          SUPERSEDED SURVEY CONTROL
 MM0400
 MM0400  NAD 83(1986)-  41 05 13.07809(N)    100 39 31.66223(W) AD(       ) 2
 MM0400  NAD 27      -  41 05 13.07629(N)    100 39 30.16266(W) AD(       ) 2
 MM0400  NGVD 29 (07/19/86)  839.     (m)         2753.     (f) VERT ANG       
 MM0400
 MM0400.Superseded values are not recommended for survey control.
 MM0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0400.See file dsdata.txt to determine how the superseded data were derived.
 MM0400
 MM0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6067449737(NAD 83)
 MM0400_MARKER: DZ = AZIMUTH MARK DISK
 MM0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0400+STABILITY: SURFACE MOTION
 MM0400
 MM0400  HISTORY     - Date     Condition        Report By
 MM0400  HISTORY     - 1961     MONUMENTED       NEDR
 MM0400
 MM0400                          STATION DESCRIPTION
 MM0400
 MM0400'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MM0400'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0400'DISK STAMPED 80-16 1960.  IT IS SET IN A 6 INCH CONCRETE POST,
 MM0400'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND ELEVATION, 2.8
 MM0400'FEET WEST OF STEEL WITNESS POST AND SIGN, 3.8 FEET WEST OF
 MM0400'NORTH-SOUTH FENCE, 107.0 FEET NORTH OF FENCE CORNER.
 MM0400'
 MM0400'TO REACH THE AZIMUTH MARK FROM STATION 80-16 NEDR, PROCEED SOUTHEAST
 MM0400'ALONG CNPP ROAD FOR 0.4 MILE TO INTERSECTION, TURN LEFT (EAST)
 MM0400'AND PROCEED 200 FEET TO COUNTY ROAD NORTH, TURN LEFT (NORTH)
 MM0400'AND PROCEED ALONG COUNTY ROAD FOR 0.75 MILES TO FARM ENTRANCE,
 MM0400'CONTINUE NORTH ABOUT 200 FEET TO LANE THROUGH HEDGE ROW, THEN
 MM0400'PROCEED 0.1 MILE NORTH ALONG WEST SIDE OF FENCE TO MARK AS
 MM0400'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0426 ***********************************************************************
 MM0426  DESIGNATION -  80 16 B AZ MK
 MM0426  PID         -  MM0426
 MM0426  STATE/COUNTY-  NE/LINCOLN
 MM0426  USGS QUAD   -  LAKE MALONEY (1983)
 MM0426
 MM0426                         *CURRENT SURVEY CONTROL
 MM0426  ___________________________________________________________________
 MM0426* NAD 83(1995)-  41 05 23.84378(N)    100 45 15.66906(W)     ADJUSTED  
 MM0426* NAVD 88     -       856.     (meters)    2808.     (feet)  VERTCON   
 MM0426  ___________________________________________________________________
 MM0426  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 MM0426  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 MM0426
 MM0426  HORZ ORDER  -  SECOND
 MM0426
 MM0426.The horizontal coordinates were established by classical geodetic methods
 MM0426.and adjusted by the National Geodetic Survey in August 1997..
 MM0426
 MM0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0426
 MM0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0426
 MM0426.The geoid height was determined by GEOID03.
 MM0426
 MM0426;                    North         East     Units Scale Factor Converg.
 MM0426;SPC NE       -   139,794.350   436,639.563   MT  0.99968478   -0 29 59.7
 MM0426;UTM  14      - 4,550,226.043   352,653.870   MT  0.99986721   -1 09 11.7
 MM0426
 MM0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0426!SPC NE       -   0.99986918  x   0.99968478  =   0.99955401
 MM0426!UTM  14      -   0.99986918  x   0.99986721  =   0.99973641
 MM0426
 MM0426                          SUPERSEDED SURVEY CONTROL
 MM0426
 MM0426  NAD 83(1986)-  41 05 23.84837(N)    100 45 15.67623(W) AD(       ) 2
 MM0426  NAD 27      -  41 05 23.85286(N)    100 45 14.16045(W) AD(       ) 2
 MM0426  NGVD 29 (07/19/86)  856.     (m)         2808.     (f) VERT ANG       
 MM0426
 MM0426.Superseded values are not recommended for survey control.
 MM0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0426.See file dsdata.txt to determine how the superseded data were derived.
 MM0426
 MM0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5265450226(NAD 83)
 MM0426_MARKER: DZ = AZIMUTH MARK DISK
 MM0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0426+STABILITY: SURFACE MOTION
 MM0426
 MM0426  HISTORY     - Date     Condition        Report By
 MM0426  HISTORY     - 1961     MONUMENTED       NEDR
 MM0426
 MM0426                          STATION DESCRIPTION
 MM0426
 MM0426'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MM0426'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0426'DISK STAMPED 80-16B 1960.  IT IS SET IN THE TOP OF A 6 INCH
 MM0426'CONCRETE POST, WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 35.6
 MM0426'FEET SOUTH FROM THE CENTERLINE OF THE ASPHALT COUNTY ROAD,
 MM0426'112.0 WEST FROM THE CENTERLINE OF THE WEST LINE OF A DOUBLE
 MM0426'POLE POWER LINE, 4.5 FEET SOUTHWEST OF TELEPHONE POLE 8, 7.4
 MM0426'FEET NORTH OF STEEL WITNESS POST AND SIGN.
 MM0426'
 MM0426'TO REACH THE AZIMUTH MARK FROM STATION 80-16B NEDR, PROCEED 0.7 MILE
 MM0426'SOUTH ALONG ROAD ON THE EAST SIDE OF CANAL TO ASPHALT COUNTY
 MM0426'ROAD, TURN LEFT (EAST) AND PROCEED ALONG ASPHALT COUNTY ROAD
 MM0426'FOR 0.25 MILE TO STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0397 ***********************************************************************
 MM0397  DESIGNATION -  80 16A
 MM0397  PID         -  MM0397
 MM0397  STATE/COUNTY-  NE/LINCOLN
 MM0397  USGS QUAD   -  MAXWELL SW (1983)
 MM0397
 MM0397                         *CURRENT SURVEY CONTROL
 MM0397  ___________________________________________________________________
 MM0397* NAD 83(1995)-  41 05 39.16029(N)    100 40 29.33728(W)     ADJUSTED  
 MM0397* NAVD 88     -       848.4    (meters)    2783.     (feet)  VERTCON   
 MM0397  ___________________________________________________________________
 MM0397  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 MM0397  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 MM0397
 MM0397  HORZ ORDER  -  SECOND
 MM0397
 MM0397.The horizontal coordinates were established by classical geodetic methods
 MM0397.and adjusted by the National Geodetic Survey in August 1997..
 MM0397
 MM0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0397
 MM0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0397
 MM0397.The geoid height was determined by GEOID03.
 MM0397
 MM0397;                    North         East     Units Scale Factor Converg.
 MM0397;SPC NE       -   140,211.468   443,323.635   MT  0.99968425   -0 26 49.9
 MM0397;UTM  14      - 4,550,566.946   359,343.408   MT  0.99984350   -1 06 03.7
 MM0397
 MM0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0397!SPC NE       -   0.99987045  x   0.99968425  =   0.99955474
 MM0397!UTM  14      -   0.99987045  x   0.99984350  =   0.99971397
 MM0397
 MM0397|---------------------------------------------------------------------|
 MM0397| PID    Reference Object                     Distance      Geod. Az  |
 MM0397|                                                           dddmmss.s |
 MM0397| CN8470 80 16A RM 1                           7.072 METERS 09703     |
 MM0397| MM0398 80 16 A AZ MK                       APPROX. 0.8 KM 1234515.9 |
 MM0397| MM0402 NORTH PLATTE RAD RNG CEN MAST       APPROX. 2.0 KM 2523438.2 |
 MM0397| CN8471 80 16A RM 2                          10.541 METERS 27356     |
 MM0397| MM0403 NORTH PLATTE TV STA KNOP MAST       APPROX.13.3 KM 3374740.5 |
 MM0397|---------------------------------------------------------------------|
 MM0397
 MM0397                          SUPERSEDED SURVEY CONTROL
 MM0397
 MM0397  NAD 83(1986)-  41 05 39.16524(N)    100 40 29.34436(W) AD(       ) 2
 MM0397  NAD 27      -  41 05 39.16710(N)    100 40 27.84037(W) AD(       ) 2
 MM0397  NGVD 29 (07/19/86)  848.0    (m)         2782.     (f) VERT ANG       
 MM0397
 MM0397.Superseded values are not recommended for survey control.
 MM0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0397.See file dsdata.txt to determine how the superseded data were derived.
 MM0397
 MM0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5934350567(NAD 83)
 MM0397_MARKER: DD = SURVEY DISK
 MM0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0397
 MM0397  HISTORY     - Date     Condition        Report By
 MM0397  HISTORY     - 1960     MONUMENTED       NEDR
 MM0397  HISTORY     - 1970     MARK NOT FOUND   USGS
 MM0397
 MM0397                          STATION DESCRIPTION
 MM0397
 MM0397'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0397'THE STATION IS LOCATED ABOUT 3.1 MILES SOUTH AND 5.0 MILES
 MM0397'EAST OF THE POST OFFICE AT NORTH PLATTE IN SEC. 17, T13N,
 MM0397'R29W.
 MM0397'
 MM0397'TO REACH THE STATION FROM THE POST OFFICE IN NORTH PLATTE,
 MM0397'PROCEED 3.5 MILES SOUTH ALONG HIGHWAY 83, TURN LEFT (EAST)
 MM0397'AND PROCEED FOR 5.0 MILES ALONG COUNTY ROAD, TO T JUNCTION
 MM0397'OF COUNTY ROAD AND DRIVE LEADING EAST, TURN LEFT (NORTH)
 MM0397'AND PROCEED FOR 0.35 MILE ALONG COUNTY ROAD TO WOODEN BRIDGE
 MM0397'OVER THE CANAL.  CROSS BRIDGE AND BEAR RIGHT (SOUTHEAST) AND
 MM0397'PROCEED ON ROAD FOR 0.1 MILE TO STATION.  STATION IS 24.0
 MM0397'FEET NORTH OF CENTERLINE OF ROAD.  (VISIBLE FROM THE ROAD.)
 MM0397'
 MM0397'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0397'MARK DISK STAMPED 80-16A 1960.  IT PROJECTS 0.7 FOOT ABOVE
 MM0397'THE ELEVATION OF THE GROUND.  IT IS ON TOP OF AN 8.0 FEET
 MM0397'SAND DIKE.
 MM0397'
 MM0397'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0397'MARK DISK STAMPED 80-16A R.M. 1.  IT PROJECTS 0.5 FOOT ABOVE
 MM0397'THE GROUND.  IT IS 23.0 FEET NORTH OF CENTERLINE OF ROAD ON
 MM0397'SAND DIKE, EAST OF STATION SET IN 0.6 FOOT PIPE.
 MM0397'
 MM0397'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0397'MARK DISK STAMPED 80-16 A, R.M. 2.  IT PROJECTS 0.5 FOOT ABOVE
 MM0397'THE GROUND AND IS 24.0 FEET NORTH OF CENTERLINE OF ROAD ON
 MM0397'SAND DIKE, WEST OF STATION SET IN 0.6 FOOT PIPE.
 MM0397'
 MM0397'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0397'DISK STAMPED 80-16A 1960.  IT IS SET IN THE TOP OF A 6 INCH
 MM0397'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND ELEVATION.
 MM0397'IT IS LOCATED 0.47 MILES SOUTHEAST OF STATION ON THE WEST
 MM0397'BANK OF THE CNPP CANAL, 63.0 FEET NORTH OF THE WEST END OF THE
 MM0397'BRIDGE (MEASURED FROM THE CENTERLINE OF THE BRIDGE) AND 5.1
 MM0397'FEET WEST OF STEEL WITNESS POST AND SIGN.
 MM0397'
 MM0397'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED 380.0
 MM0397'FEET NORTHWEST ON ROAD TO WOODEN BRIDGE OVER CANAL, BEAR
 MM0397'LEFT OVER BRIDGE AND PROCEED SOUTH 0.35 MILES, TURN LEFT (EAST)
 MM0397'AND PROCEED ON DRIVE FOR 0.6 MILES TO WOODEN BRIDGE AND MARK
 MM0397'AS DESCRIBED.
 MM0397
 MM0397                          STATION RECOVERY (1970)
 MM0397
 MM0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (TCM)
 MM0397'THIS MARK WAS ESTABLISHED BY NEBRASKA STATE ROAD DEPT. UNDER
 MM0397'THE SUPERVISION OF USC AND GS.  THE MARK WAS SEARCHED FOR BUT
 MM0397'NOT FOUND.  THE DIKE, OR LEVEE, HAS BEEN RAISED AND THE
 MM0397'MARK HAS BEEN COVERED BY FILL OR ELSE THE MARK HAS BEEN
 MM0397'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0425 ***********************************************************************
 MM0425  DESIGNATION -  80 16B
 MM0425  PID         -  MM0425
 MM0425  STATE/COUNTY-  NE/LINCOLN
 MM0425  USGS QUAD   -  LAKE MALONEY (1983)
 MM0425
 MM0425                         *CURRENT SURVEY CONTROL
 MM0425  ___________________________________________________________________
 MM0425* NAD 83(1995)-  41 05 57.77850(N)    100 45 25.19076(W)     ADJUSTED  
 MM0425* NAVD 88     -       856.1    (meters)    2809.     (feet)  VERTCON   
 MM0425  ___________________________________________________________________
 MM0425  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 MM0425  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 MM0425
 MM0425  HORZ ORDER  -  SECOND
 MM0425
 MM0425.The horizontal coordinates were established by classical geodetic methods
 MM0425.and adjusted by the National Geodetic Survey in August 1997..
 MM0425
 MM0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0425
 MM0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0425
 MM0425.The geoid height was determined by GEOID03.
 MM0425
 MM0425;                    North         East     Units Scale Factor Converg.
 MM0425;SPC NE       -   140,842.767   436,426.577   MT  0.99968361   -0 30 06.0
 MM0425;UTM  14      - 4,551,277.014   352,452.817   MT  0.99986794   -1 09 18.7
 MM0425
 MM0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0425!SPC NE       -   0.99986923  x   0.99968361  =   0.99955288
 MM0425!UTM  14      -   0.99986923  x   0.99986794  =   0.99973719
 MM0425
 MM0425:                Primary Azimuth Mark                     Grid Az
 MM0425:SPC NE       -  NORTH PLATTE TV STA KNOP MAST            009 37 22.6
 MM0425:UTM  14      -  NORTH PLATTE TV STA KNOP MAST            010 16 35.3
 MM0425
 MM0425|---------------------------------------------------------------------|
 MM0425| PID    Reference Object                     Distance      Geod. Az  |
 MM0425|                                                           dddmmss.s |
 MM0425| MM0403 NORTH PLATTE TV STA KNOP MAST       APPROX.11.9 KM 0090716.6 |
 MM0425| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX.20.2 KM 0795725.5 |
 MM0425| CN8472 80 16B RM 1                          16.235 METERS 09516     |
 MM0425| MM0426 80 16 B AZ MK                       APPROX. 1.1 KM 1680053.8 |
 MM0425| CN8473 80 16B RM 2                          17.980 METERS 18001     |
 MM0425|---------------------------------------------------------------------|
 MM0425
 MM0425                          SUPERSEDED SURVEY CONTROL
 MM0425
 MM0425  NAD 83(1986)-  41 05 57.78315(N)    100 45 25.19800(W) AD(       ) 2
 MM0425  NAD 27      -  41 05 57.78807(N)    100 45 23.68085(W) AD(       ) 2
 MM0425  NGVD 29 (07/19/86)  855.7    (m)         2807.     (f) VERT ANG       
 MM0425
 MM0425.Superseded values are not recommended for survey control.
 MM0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0425.See file dsdata.txt to determine how the superseded data were derived.
 MM0425
 MM0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5245351277(NAD 83)
 MM0425_MARKER: DD = SURVEY DISK
 MM0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0425
 MM0425  HISTORY     - Date     Condition        Report By
 MM0425  HISTORY     - 1960     MONUMENTED       NEDR
 MM0425
 MM0425                          STATION DESCRIPTION
 MM0425
 MM0425'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0425'THE STATION IS LOCATED ABOUT 2.8 MILES SOUTH AND 0.6 MILE
 MM0425'EAST FROM THE POST OFFICE AT NORTH PLATTE IN SEC. 10T 13N,
 MM0425'R30W.
 MM0425'
 MM0425'TO REACH THE STATION FROM THE POST OFFICE AT NORTH PLATTE,
 MM0425'PROCEED 3.5 MILES SOUTH ALONG HIGHWAY 83, TURN LEFT (EAST)
 MM0425'AND PROCEED 0.6 MILE ALONG ASPHALT COUNTY ROAD TO STEEL GATE
 MM0425'ON THE NORTH SIDE OF THE ROAD OPPOSITE THE FISH HATCHERY, TURN
 MM0425'LEFT (NORTH) THROUGH GATE AND PROCEED 0.7 MILE ON ROAD ON
 MM0425'EAST SIDE OF CANAL TO STATION.
 MM0425'
 MM0425'STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION MARK
 MM0425'DISK STAMPED 80-16B 1960.  IT IS SET FLUSH WITH THE GROUND,
 MM0425'16.0 FEET EAST OF THE CENTERLINE OF CANAL ROAD, AND 42.5 FEET
 MM0425'WEST OF THE NORTH-SOUTH FENCE.
 MM0425'
 MM0425'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0425'MARK DISK STAMPED 80-16B R.M. 1.  IT PROJECTS 0.1 FOOT ABOVE
 MM0425'THE GROUND, 1.5 FEET WEST OF THE NORTH-SOUTH FENCE, 57.0 FEET
 MM0425'EAST OF THE CENTERLINE OF THE ROAD.
 MM0425'
 MM0425'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0425'MARK DISK STAMPED 80-16B R.M. 2.  IT PROJECTS 0.1 FOOT ABOVE
 MM0425'THE GROUND ELEVATION, 1.5 FEET WEST OF THE NORTH-SOUTH FENCE,
 MM0425'57.0 FEET EAST OF THE CENTERLINE OF THE ROAD.
 MM0425'
 MM0425'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0425'DISK STAMPED 80-16B 1960.  IT IS SET IN THE TOP OF A 6 INCH
 MM0425'CONCRETE POST, WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, 35.6
 MM0425'FEET SOUTH FROM THE CENTERLINE OF THE ASPHALT COUNTY ROAD,
 MM0425'112.0 WEST FROM THE CENTERLINE OF THE WEST LINE OF A DOUBLE
 MM0425'POLE POWER LINE, 4.5 FEET SOUTHWEST OF TELEPHONE POLE 8, 7.4
 MM0425'FEET NORTH OF STEEL WITNESS POST AND SIGN.
 MM0425'
 MM0425'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED 0.7 MILE
 MM0425'SOUTH ALONG ROAD ON THE EAST SIDE OF CANAL TO ASPHALT COUNTY
 MM0425'ROAD, TURN LEFT (EAST) AND PROCEED ALONG ASPHALT COUNTY ROAD
 MM0425'FOR 0.25 MILE TO STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0422 ***********************************************************************
 MM0422  DESIGNATION -  80 17
 MM0422  PID         -  MM0422
 MM0422  STATE/COUNTY-  NE/LINCOLN
 MM0422  USGS QUAD   -  LAKE MALONEY (1983)
 MM0422
 MM0422                         *CURRENT SURVEY CONTROL
 MM0422  ___________________________________________________________________
 MM0422* NAD 83(1995)-  41 06 17.72379(N)    100 48 08.24700(W)     ADJUSTED  
 MM0422* NAVD 88     -       858.6    (meters)    2817.     (feet)  VERTCON   
 MM0422  ___________________________________________________________________
 MM0422  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 MM0422  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 MM0422
 MM0422  HORZ ORDER  -  SECOND
 MM0422
 MM0422.The horizontal coordinates were established by classical geodetic methods
 MM0422.and adjusted by the National Geodetic Survey in August 1997..
 MM0422
 MM0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0422
 MM0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0422
 MM0422.The geoid height was determined by GEOID03.
 MM0422
 MM0422;                    North         East     Units Scale Factor Converg.
 MM0422;SPC NE       -   141,492.136   432,628.604   MT  0.99968293   -0 31 54.0
 MM0422;UTM  14      - 4,551,969.790   348,661.771   MT  0.99988189   -1 11 06.4
 MM0422
 MM0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0422!SPC NE       -   0.99986883  x   0.99968293  =   0.99955180
 MM0422!UTM  14      -   0.99986883  x   0.99988189  =   0.99975073
 MM0422
 MM0422:                Primary Azimuth Mark                     Grid Az
 MM0422:SPC NE       -  NORTH PLATTE RAD STA KODY MAST           022 52 24.2
 MM0422:UTM  14      -  NORTH PLATTE RAD STA KODY MAST           023 31 36.6
 MM0422
 MM0422|---------------------------------------------------------------------|
 MM0422| PID    Reference Object                     Distance      Geod. Az  |
 MM0422|                                                           dddmmss.s |
 MM0422| MM0418 NORTH PLATTE RAD STA KODY MAST      APPROX. 5.3 KM 0222030.2 |
 MM0422| MM0405 N PLATTE STATE POLICE RAD MAST      APPROX.10.5 KM 0250443.3 |
 MM0422| MM0403 NORTH PLATTE TV STA KNOP MAST       APPROX.12.5 KM 0270629.6 |
 MM0422| MM0420 80 17 AZ MK                         APPROX. 0.9 KM 0895023.6 |
 MM0422| CN8474 80 17 RM 1                           18.867 METERS 09521     |
 MM0422| CN8475 80 17 RM 2                           13.000 METERS 26243     |
 MM0422|---------------------------------------------------------------------|
 MM0422
 MM0422                          SUPERSEDED SURVEY CONTROL
 MM0422
 MM0422  NAD 83(1986)-  41 06 17.72831(N)    100 48 08.25428(W) AD(       ) 2
 MM0422  NAD 27      -  41 06 17.73717(N)    100 48 06.73033(W) AD(       ) 2
 MM0422  NGVD 29 (07/19/86)  858.2    (m)         2816.     (f) VERT ANG       
 MM0422
 MM0422.Superseded values are not recommended for survey control.
 MM0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0422.See file dsdata.txt to determine how the superseded data were derived.
 MM0422
 MM0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4866251970(NAD 83)
 MM0422_MARKER: DD = SURVEY DISK
 MM0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0422
 MM0422  HISTORY     - Date     Condition        Report By
 MM0422  HISTORY     - 1960     MONUMENTED       NEDR
 MM0422
 MM0422                          STATION DESCRIPTION
 MM0422
 MM0422'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960 (WEW)
 MM0422'THE STATION IS LOCATED 2.4 MILES SOUTH AND 1.9 MILES WEST
 MM0422'OF THE POST OFFICE AT NORTH PLATTE, IN SEC. 7, T13N, R30W.
 MM0422'
 MM0422'TO REACH THE STATION FROM THE POST OFFICE AT NORTH PLATTE,
 MM0422'PROCEED 2.4 MILES SOUTH ALONG HIGHWAY 83 TO ASPHALT COUNTY
 MM0422'ROAD, TURN RIGHT (WEST) AND PROCEED 1.9 MILES TO STATION
 MM0422'ON THE RIGHT.
 MM0422'
 MM0422'THE STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0422'MARK DISK STAMPED 80-17 1960.  IT IS BURIED 0.5 FOOT BELOW
 MM0422'GROUND ELEVATION, 50.5 FEET NORTH OF THE CENTERLINE OF THE
 MM0422'ASPHALT COUNTY ROAD, 17.9 FEET NORTH OF POWER POLE, 5.3 FEET
 MM0422'NORTH OF THE NORTH R.O.W. FENCE.
 MM0422'
 MM0422'REFERENCE MARK 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0422'MARK DISK STAMPED 80-17 R.M. 1.  IT PROJECTS 0.1 FOOT ABOVE
 MM0422'GROUND ELEVATION, EAST OF STATION, 0.5 FOOT SOUTH OF THE
 MM0422'NORTH R.O.W. FENCE, AND 44.7 FEET NORTH OF THE CENTERLINE
 MM0422'OF THE ASPHALT COUNTY ROAD.
 MM0422'
 MM0422'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE
 MM0422'MARK DISK STAMPED 80-17 R.M. 2.  IT PROJECTS 0.3 FOOT ABOVE
 MM0422'GROUND ELEVATION, WEST OF STATION, 0.5 FOOT NORTH OF THE NORTH
 MM0422'R.O.W. FENCE, AND 45.7 FEET NORTH OF THE CENTERLINE OF THE
 MM0422'ASPHALT COUNTY ROAD.
 MM0422'
 MM0422'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0422'STAMPED 80-17 1960.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE
 MM0422'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND ELEVATION, 55.2
 MM0422'FEET NORTH OF THE CENTERLINE OF ASPHALT COUNTY ROAD, 4.3 FEET
 MM0422'NORTH OF POWER POLE, 0.5 FEET EAST OF NORTH-SOUTH FENCE, 6.2
 MM0422'FEET NORTH OF STEEL WITNESS POST AND SIGN.
 MM0422'
 MM0422'TO REACH THE AZIMUTH MARK FROM STATION, PROCEED 0.55 MILE
 MM0422'EAST ALONG ASPHALT COUNTY ROAD TO MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0423 ***********************************************************************
 MM0423  DESIGNATION -  80 17 A
 MM0423  PID         -  MM0423
 MM0423  STATE/COUNTY-  NE/LINCOLN
 MM0423  USGS QUAD   -  LAKE MALONEY (1983)
 MM0423
 MM0423                         *CURRENT SURVEY CONTROL
 MM0423  ___________________________________________________________________
 MM0423* NAD 83(1995)-  41 07 10.54057(N)    100 52 06.57214(W)     ADJUSTED  
 MM0423* NAVD 88     -       867.7    (meters)    2847.     (feet)  VERTCON   
 MM0423  ___________________________________________________________________
 MM0423  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 MM0423  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 MM0423
 MM0423  HORZ ORDER  -  SECOND
 MM0423
 MM0423.The horizontal coordinates were established by classical geodetic methods
 MM0423.and adjusted by the National Geodetic Survey in August 1997..
 MM0423
 MM0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0423
 MM0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0423
 MM0423.The geoid height was determined by GEOID03.
 MM0423
 MM0423;                    North         East     Units Scale Factor Converg.
 MM0423;SPC NE       -   143,174.591   427,085.961   MT  0.99968118   -0 34 32.0
 MM0423;UTM  14      - 4,553,715.715   343,137.515   MT  0.99990284   -1 13 44.5
 MM0423
 MM0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0423!SPC NE       -   0.99986739  x   0.99968118  =   0.99954861
 MM0423!UTM  14      -   0.99986739  x   0.99990284  =   0.99977024
 MM0423
 MM0423|---------------------------------------------------------------------|
 MM0423| PID    Reference Object                     Distance      Geod. Az  |
 MM0423|                                                           dddmmss.s |
 MM0423| MM0424 80 17A RESET                        383.799 METERS 00200     |
 MM0423| MM0422 80 17                               APPROX. 5.8 KM 1061836.5 |
 MM0423|---------------------------------------------------------------------|
 MM0423
 MM0423                          SUPERSEDED SURVEY CONTROL
 MM0423
 MM0423  NAD 83(1986)-  41 07 10.54543(N)    100 52 06.57932(W) AD(       ) 2
 MM0423  NAD 27      -  41 07 10.56423(N)    100 52 05.04325(W) AD(       ) 2
 MM0423  NGVD 29 (07/19/86)  867.3    (m)         2845.     (f) VERT ANG       
 MM0423
 MM0423.Superseded values are not recommended for survey control.
 MM0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0423.See file dsdata.txt to determine how the superseded data were derived.
 MM0423
 MM0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4313853716(NAD 83)
 MM0423_MARKER: DD = SURVEY DISK
 MM0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0423_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MM0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0423+STABILITY: SURFACE MOTION
 MM0423
 MM0423  HISTORY     - Date     Condition        Report By
 MM0423  HISTORY     - 1962     MONUMENTED       NEDR
 MM0423
 MM0423                          STATION DESCRIPTION
 MM0423
 MM0423'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GLC)
 MM0423'THE STATION IS LOCATED ABOUT 1.8 MILE SOUTH AND 5.6 MILES
 MM0423'WEST OF THE POST OFFICE IN NORTH PLATTE IN THE SOUTHEAST
 MM0423'CORNER OF THE S.E. 1/4 OF SECTION 4, T13N R31W.
 MM0423'
 MM0423'TO REACH THE STATION FROM THE POST OFFICE IN NORTH PLATTE,
 MM0423'PROCEED SOUTH ON HIGHWAY 83 FOR 1.8 MILE TO THE FIRST COUNTY
 MM0423'ROAD SOUTH OF THE SOUTH PLATTE RIVER BRIDGE GOING WEST.  CONTINUE
 MM0423'WEST ON THE COUNTY ROAD FOR 5.6 MILES TO A COUNTY ROAD JUNCTION,
 MM0423'TURN RIGHT (NORTH) AND PROCEED FOR 200 FEET TO THE STATION
 MM0423'MARK ON THE LEFT.
 MM0423'
 MM0423'THE STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0423'TRIANGULATION DISK STAMPED 80-17A, 1962, SET FLUSH WITH THE
 MM0423'GROUND.  IT IS 3.7 FEET EAST OF A NORTH-SOUTH FENCE, 36.7
 MM0423'FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH COUNTY ROAD AND
 MM0423'3.3 FEET EAST OF A WITNESS POST.
 MM0423'
 MM0423'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0423'REFERENCE MARK DISK STAMPED 80-17A, R.M. 1 AND PROJECTS 0.3
 MM0423'OF A FOOT ABOVE THE GROUND.  IT IS 36 FEET WEST OF THE CENTERLINE
 MM0423'OF A COUNTY ROAD, 1.5 FEET EAST OF THE WEST R.O.W. FENCE,
 MM0423'45.7 FEET SOUTH OF A RAIL-ROAD TIE USED FOR SOUTH GATE POST.
 MM0423'
 MM0423'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0423'REFERENCE MARK DISK STAMPED 80-17A R.M. 2 AND PROJECTS 0.25
 MM0423'FEET ABOVE THE GROUND.  IT IS 43 FEET WEST OF THE CENTERLINE OF
 MM0423'A COUNTY ROAD, 2.1 FEET EAST OF THE WEST R.O.W. FENCE, 57.6
 MM0423'FEET NORTH OF A RAILROAD TIE CORNER FENCE POST AND 59.6 FEET
 MM0423'NORTH OF A POWER POLE.
 MM0423'
 MM0423'THE AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0423'AZIMUTH MARK DISK STAMPED 80-17, 1962 SET FLUSH WITH THE GROUND
 MM0423'IN A 6 INCH CONCRETE POST.  IT IS SET 22 FEET EAST OF A FIELD
 MM0423'ENTRANCE, 13 FEET EAST OF THE EAST GATE POST, 33 FEET NORTH
 MM0423'OF THE CENTERLINE OF AN EAST-WEST COUNTY ROAD AND 1.4 FEET
 MM0423'SOUTH OF A WITNESS POST.
 MM0423'
 MM0423'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH ON
 MM0423'COUNTY ROAD FOR 200 FEET TO A COUNTY ROAD INTERSECTION, THENCE
 MM0423'WEST FOR 0.5 OF A MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MM0423'
 MM0423'THE STATION MARKER AND REFERENCE MARKERS HAVE BEEN DESTROYED
 MM0423'BY INTERSTATE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0421 ***********************************************************************
 MM0421  DESIGNATION -  80 17 A AZ MK
 MM0421  PID         -  MM0421
 MM0421  STATE/COUNTY-  NE/LINCOLN
 MM0421  USGS QUAD   -  LAKE MALONEY (1983)
 MM0421
 MM0421                         *CURRENT SURVEY CONTROL
 MM0421  ___________________________________________________________________
 MM0421* NAD 83(1995)-  41 07 09.07501(N)    100 51 27.70777(W)     ADJUSTED  
 MM0421* NAVD 88     -       867.     (meters)    2844.     (feet)  SCALED    
 MM0421  ___________________________________________________________________
 MM0421  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 MM0421  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 MM0421
 MM0421  HORZ ORDER  -  SECOND
 MM0421
 MM0421.The horizontal coordinates were established by classical geodetic methods
 MM0421.and adjusted by the National Geodetic Survey in August 1997..
 MM0421
 MM0421.The orthometric height was scaled from a topographic map.
 MM0421
 MM0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0421
 MM0421.The geoid height was determined by GEOID03.
 MM0421
 MM0421;                    North         East     Units Scale Factor Converg.
 MM0421;SPC NE       -   143,120.349   427,991.830   MT  0.99968123   -0 34 06.2
 MM0421;UTM  14      - 4,553,651.131   344,042.905   MT  0.99989935   -1 13 18.9
 MM0421
 MM0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0421!SPC NE       -   0.99986744  x   0.99968123  =   0.99954871
 MM0421!UTM  14      -   0.99986744  x   0.99989935  =   0.99976680
 MM0421
 MM0421                          SUPERSEDED SURVEY CONTROL
 MM0421
 MM0421  NAD 83(1986)-  41 07 09.07978(N)    100 51 27.71489(W) AD(       ) 2
 MM0421  NAD 27      -  41 07 09.09752(N)    100 51 26.18015(W) AD(       ) 2
 MM0421
 MM0421.Superseded values are not recommended for survey control.
 MM0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0421.See file dsdata.txt to determine how the superseded data were derived.
 MM0421
 MM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4404353651(NAD 83)
 MM0421_MARKER: DZ = AZIMUTH MARK DISK
 MM0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0421+STABILITY: SURFACE MOTION
 MM0421
 MM0421  HISTORY     - Date     Condition        Report By
 MM0421  HISTORY     - 1963     MONUMENTED       NEDR
 MM0421
 MM0421                          STATION DESCRIPTION
 MM0421
 MM0421'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0421'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0421'MARK DISK STAMPED 80-17A RESET 1962 SET FLUSH WITH THE GROUND
 MM0421'ON THE NORTH SIDE OF COUNTY ROAD, 3 FEET WEST OF POWER POLE AND
 MM0421'2 FEET WEST OF WITNESS POST.
 MM0421'
 MM0421'TO REACH THE AZIMUTH MARK FROM STATION 80-17A RESET NEDR, PROCEED
 MM0421'SOUTH ON COUNTY ROAD FOR 0.25 MILE TO COUNTY ROAD JUNCTION, TURN
 MM0421'LEFT (EAST) AND PROCEED FOR 0.6 MILE ON COUNTY ROAD TO MARK
 MM0421'ON THE NORTH SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0420 ***********************************************************************
 MM0420  DESIGNATION -  80 17 AZ MK
 MM0420  PID         -  MM0420
 MM0420  STATE/COUNTY-  NE/LINCOLN
 MM0420  USGS QUAD   -  LAKE MALONEY (1983)
 MM0420
 MM0420                         *CURRENT SURVEY CONTROL
 MM0420  ___________________________________________________________________
 MM0420* NAD 83(1995)-  41 06 17.80074(N)    100 47 31.05564(W)     ADJUSTED  
 MM0420* NAVD 88     -       857.     (meters)    2812.     (feet)  VERTCON   
 MM0420  ___________________________________________________________________
 MM0420  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 MM0420  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 MM0420
 MM0420  HORZ ORDER  -  SECOND
 MM0420
 MM0420.The horizontal coordinates were established by classical geodetic methods
 MM0420.and adjusted by the National Geodetic Survey in August 1997..
 MM0420
 MM0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0420
 MM0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0420
 MM0420.The geoid height was determined by GEOID03.
 MM0420
 MM0420;                    North         East     Units Scale Factor Converg.
 MM0420;SPC NE       -   141,486.511   433,496.129   MT  0.99968293   -0 31 29.4
 MM0420;UTM  14      - 4,551,954.268   349,529.347   MT  0.99987866   -1 10 42.0
 MM0420
 MM0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0420!SPC NE       -   0.99986902  x   0.99968293  =   0.99955199
 MM0420!UTM  14      -   0.99986902  x   0.99987866  =   0.99974769
 MM0420
 MM0420                          SUPERSEDED SURVEY CONTROL
 MM0420
 MM0420  NAD 83(1986)-  41 06 17.80529(N)    100 47 31.06287(W) AD(       ) 2
 MM0420  NAD 27      -  41 06 17.81376(N)    100 47 29.54016(W) AD(       ) 2
 MM0420  NGVD 29 (07/19/86)  857.     (m)         2812.     (f) VERT ANG       
 MM0420
 MM0420.Superseded values are not recommended for survey control.
 MM0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0420.See file dsdata.txt to determine how the superseded data were derived.
 MM0420
 MM0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4952951954(NAD 83)
 MM0420_MARKER: DZ = AZIMUTH MARK DISK
 MM0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0420+STABILITY: SURFACE MOTION
 MM0420
 MM0420  HISTORY     - Date     Condition        Report By
 MM0420  HISTORY     - 1961     MONUMENTED       NEDR
 MM0420
 MM0420                          STATION DESCRIPTION
 MM0420
 MM0420'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MM0420'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK
 MM0420'STAMPED 80-17 1960.  IT IS SET IN THE TOP OF A 6 INCH CONCRETE
 MM0420'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND ELEVATION, 55.2
 MM0420'FEET NORTH OF THE CENTERLINE OF ASPHALT COUNTY ROAD, 4.3 FEET
 MM0420'NORTH OF POWER POLE, 0.5 FEET EAST OF NORTH-SOUTH FENCE, 6.2
 MM0420'FEET NORTH OF STEEL WITNESS POST AND SIGN.
 MM0420'
 MM0420'TO REACH THE AZIMUTH MARK FROM STATION 80-17 NEDR, PROCEED 0.55 MILE
 MM0420'EAST ALONG ASPHALT COUNTY ROAD TO MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0433 ***********************************************************************
 MM0433  DESIGNATION -  80 17 B
 MM0433  PID         -  MM0433
 MM0433  STATE/COUNTY-  NE/LINCOLN
 MM0433  USGS QUAD   -  HERSHEY EAST (1970)
 MM0433
 MM0433                         *CURRENT SURVEY CONTROL
 MM0433  ___________________________________________________________________
 MM0433* NAD 83(1995)-  41 08 02.03120(N)    100 55 32.71189(W)     ADJUSTED  
 MM0433* NAVD 88     -       874.5    (meters)    2869.     (feet)  VERTCON   
 MM0433  ___________________________________________________________________
 MM0433  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 MM0433  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 MM0433
 MM0433  HORZ ORDER  -  SECOND
 MM0433
 MM0433.The horizontal coordinates were established by classical geodetic methods
 MM0433.and adjusted by the National Geodetic Survey in August 1997..
 MM0433
 MM0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0433
 MM0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0433
 MM0433.The geoid height was determined by GEOID03.
 MM0433
 MM0433;                    North         East     Units Scale Factor Converg.
 MM0433;SPC NE       -   144,812.308   422,295.806   MT  0.99967954   -0 36 48.6
 MM0433;UTM  14      - 4,555,408.355   338,365.245   MT  0.99992155   -1 16 01.5
 MM0433
 MM0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0433!SPC NE       -   0.99986631  x   0.99967954  =   0.99954589
 MM0433!UTM  14      -   0.99986631  x   0.99992155  =   0.99978787
 MM0433
 MM0433|---------------------------------------------------------------------|
 MM0433| PID    Reference Object                     Distance      Geod. Az  |
 MM0433|                                                           dddmmss.s |
 MM0433| CN8479 80 17B RM 2                          20.891 METERS 09312     |
 MM0433| MM0431 80 17 B AZ MK                       APPROX. 0.8 KM 2704304.6 |
 MM0433| CN8478 80 17B RM 1                          18.623 METERS 35300     |
 MM0433|---------------------------------------------------------------------|
 MM0433
 MM0433                          SUPERSEDED SURVEY CONTROL
 MM0433
 MM0433  NAD 83(1986)-  41 08 02.03619(N)    100 55 32.71880(W) AD(       ) 2
 MM0433  NAD 27      -  41 08 02.06004(N)    100 55 31.17313(W) AD(       ) 2
 MM0433  NGVD 29 (07/19/86)  874.1    (m)         2868.     (f) VERT ANG       
 MM0433
 MM0433.Superseded values are not recommended for survey control.
 MM0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0433.See file dsdata.txt to determine how the superseded data were derived.
 MM0433
 MM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3836555408(NAD 83)
 MM0433_MARKER: DD = SURVEY DISK
 MM0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0433
 MM0433  HISTORY     - Date     Condition        Report By
 MM0433  HISTORY     - 1962     MONUMENTED       NEDR
 MM0433
 MM0433                          STATION DESCRIPTION
 MM0433
 MM0433'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0433'STATION IS LOCATED ABOUT 1.8 MILE SOUTH AND 4 MILES EAST OF
 MM0433'THE POST OFFICE AT HERSHEY IN THE SW CORNER OF THE SW 1/4
 MM0433'OF SECTION 31, T14N, R31W.
 MM0433'
 MM0433'TO REACH THE STATION FROM THE POST OFFICE IN HERSHEY, PROCEED
 MM0433'SOUTH ALONG PAVED COUNTY ROAD FOR 1.8 MILE TO COUNTY ROAD
 MM0433'JUNCTION, TURN LEFT (EAST) AND PROCEED FOR FOUR MILES TO
 MM0433'WHERE THE COUNTY ROAD TURNS RIGHT (SOUTH).  THE STATION IS
 MM0433'IN THE NORTHEAST CORNER OF THIS TURN.
 MM0433'
 MM0433'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0433'DISK STAMPED 80-17B 1962 AND IS BURIED 1.0 FOOT BELOW THE
 MM0433'GROUND.  IT IS 17.7 FEET WEST OF CORNER FENCE POST OF FENCE
 MM0433'GOING EAST, 28.55 FEET SOUTH-SOUTHEAST OF CORNER FENCE POST
 MM0433'OF FENCE GOING WEST AND NORTH, 17.3 FEET WEST OF STEEL WITNESS
 MM0433'POST, 8.5 FEET NORTH OF CENTERLINE OF FIELD ENTRANCE ROAD,
 MM0433'8.0 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH COUNTY ROAD,
 MM0433'AND 2.0 FEET NORTH OF THE CENTERLINE OF EAST-WEST COUNTY ROAD.
 MM0433'
 MM0433'REFERENCE MARK 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0433'REFERENCE MARK DISK STAMPED 80-17B R.M. 1 WHICH PROJECTS 0.3
 MM0433'FEET ABOVE THE GROUND.  IT IS 1.05 FEET EAST OF THE NORTH-SOUTH
 MM0433'FENCE, 33.7 FEET NORTH OF RAILROAD TIE CORNER POST AND 64.4
 MM0433'FEET NORTH OF THE CENTERLINE OF EAST-WEST COUNTY ROAD.
 MM0433'
 MM0433'REFERENCE MARK 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0433'REFERENCE MARK DISK STAMPED 80-17B R.M. 2 AND PROJECTS 0.45 FEET
 MM0433'ABOVE GROUND.  IT IS 0.6 FOOT SOUTH OF EAST-WEST FENCE, 77.4
 MM0433'FEET EAST OF CENTERLINE OF NORTH-SOUTH COUNTY ROAD AND 51.9
 MM0433'FEET EAST OF WITNESS POST.
 MM0433'
 MM0433'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0433'AZIMUTH MARK DISK STAMPED 80-17B 1962 SET IN THE TOP OF A
 MM0433'6-INCH CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MM0433'IT IS 29.3 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 MM0433'1.2 FEET SOUTH OF EAST-WEST FENCE LINE, 1.0 FOOT SOUTH OF WITNESS
 MM0433'POST AND 3.2 FEET EAST-SOUTHEAST TO THE ONLY LARGE RAILROAD
 MM0433'TIE FENCE POST.
 MM0433'
 MM0433'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED 0.5 MILE
 MM0433'WEST ON EAST-WEST ROAD TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0431 ***********************************************************************
 MM0431  DESIGNATION -  80 17 B AZ MK
 MM0431  PID         -  MM0431
 MM0431  STATE/COUNTY-  NE/LINCOLN
 MM0431  USGS QUAD   -  HERSHEY EAST (1970)
 MM0431
 MM0431                         *CURRENT SURVEY CONTROL
 MM0431  ___________________________________________________________________
 MM0431* NAD 83(1995)-  41 08 02.35705(N)    100 56 07.25749(W)     ADJUSTED  
 MM0431* NAVD 88     -       875.     (meters)    2871.     (feet)  VERTCON   
 MM0431  ___________________________________________________________________
 MM0431  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 MM0431  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 MM0431
 MM0431  HORZ ORDER  -  SECOND
 MM0431
 MM0431.The horizontal coordinates were established by classical geodetic methods
 MM0431.and adjusted by the National Geodetic Survey in August 1997..
 MM0431
 MM0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0431
 MM0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0431
 MM0431.The geoid height was determined by GEOID03.
 MM0431
 MM0431;                    North         East     Units Scale Factor Converg.
 MM0431;SPC NE       -   144,831.026   421,490.494   MT  0.99967953   -0 37 11.5
 MM0431;UTM  14      - 4,555,436.264   337,560.004   MT  0.99992476   -1 16 24.2
 MM0431
 MM0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0431!SPC NE       -   0.99986617  x   0.99967953  =   0.99954574
 MM0431!UTM  14      -   0.99986617  x   0.99992476  =   0.99979094
 MM0431
 MM0431                          SUPERSEDED SURVEY CONTROL
 MM0431
 MM0431  NAD 83(1986)-  41 08 02.36203(N)    100 56 07.26446(W) AD(       ) 2
 MM0431  NAD 27      -  41 08 02.38646(N)    100 56 05.71757(W) AD(       ) 2
 MM0431  NGVD 29 (07/19/86)  875.     (m)         2871.     (f) VERT ANG       
 MM0431
 MM0431.Superseded values are not recommended for survey control.
 MM0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0431.See file dsdata.txt to determine how the superseded data were derived.
 MM0431
 MM0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3756055436(NAD 83)
 MM0431_MARKER: DZ = AZIMUTH MARK DISK
 MM0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0431+STABILITY: SURFACE MOTION
 MM0431
 MM0431  HISTORY     - Date     Condition        Report By
 MM0431  HISTORY     - 1963     MONUMENTED       NEDR
 MM0431
 MM0431                          STATION DESCRIPTION
 MM0431
 MM0431'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0431'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0431'AZIMUTH MARK DISK STAMPED 80-17B 1962 SET IN THE TOP OF A
 MM0431'6-INCH CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MM0431'IT IS 29.3 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 MM0431'1.2 FEET SOUTH OF EAST-WEST FENCE LINE, 1.0 FOOT SOUTH OF WITNESS
 MM0431'POST AND 3.2 FEET EAST-SOUTHEAST TO THE ONLY LARGE RAILROAD
 MM0431'TIE FENCE POST.
 MM0431'
 MM0431'TO REACH THE AZIMUTH MARK FROM STATION 80-17B NEDR, PROCEED 0.5 MILE
 MM0431'WEST ON EAST-WEST ROAD TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0424 ***********************************************************************
 MM0424  DESIGNATION -  80 17A RESET
 MM0424  PID         -  MM0424
 MM0424  STATE/COUNTY-  NE/LINCOLN
 MM0424  USGS QUAD   -  LAKE MALONEY (1983)
 MM0424
 MM0424                         *CURRENT SURVEY CONTROL
 MM0424  ___________________________________________________________________
 MM0424* NAD 83(1995)-  41 07 22.97419(N)    100 52 05.99657(W)     ADJUSTED  
 MM0424* NAVD 88     -       867.4    (meters)    2846.     (feet)  VERTCON   
 MM0424  ___________________________________________________________________
 MM0424  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 MM0424  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 MM0424
 MM0424  HORZ ORDER  -  SECOND
 MM0424
 MM0424.The horizontal coordinates were established by classical geodetic methods
 MM0424.and adjusted by the National Geodetic Survey in August 1997..
 MM0424
 MM0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0424
 MM0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0424
 MM0424.The geoid height was determined by GEOID03.
 MM0424
 MM0424;                    North         East     Units Scale Factor Converg.
 MM0424;SPC NE       -   143,557.879   427,103.235   MT  0.99968078   -0 34 31.6
 MM0424;UTM  14      - 4,554,098.866   343,159.164   MT  0.99990276   -1 13 44.4
 MM0424
 MM0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0424!SPC NE       -   0.99986743  x   0.99968078  =   0.99954826
 MM0424!UTM  14      -   0.99986743  x   0.99990276  =   0.99977021
 MM0424
 MM0424|---------------------------------------------------------------------|
 MM0424| PID    Reference Object                     Distance      Geod. Az  |
 MM0424|                                                           dddmmss.s |
 MM0424| CN8476 80 17A RESET RM 1                                  11023     |
 MM0424| MM0421 80 17 A AZ MK                       APPROX. 1.0 KM 1153822.1 |
 MM0424| MM0423 80 17 A                             383.799 METERS 18200     |
 MM0424| CN8477 80 17A RESET RM 2                                  26017     |
 MM0424|---------------------------------------------------------------------|
 MM0424
 MM0424                          SUPERSEDED SURVEY CONTROL
 MM0424
 MM0424  NAD 83(1986)-  41 07 22.97902(N)    100 52 06.00373(W) AD(       ) 2
 MM0424  NAD 27      -  41 07 22.99806(N)    100 52 04.46694(W) AD(       ) 2
 MM0424  NGVD 29 (07/19/86)  867.0    (m)         2844.     (f) VERT ANG       
 MM0424
 MM0424.Superseded values are not recommended for survey control.
 MM0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0424.See file dsdata.txt to determine how the superseded data were derived.
 MM0424
 MM0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4315954099(NAD 83)
 MM0424_MARKER: DD = SURVEY DISK
 MM0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0424
 MM0424  HISTORY     - Date     Condition        Report By
 MM0424  HISTORY     - 1962     MONUMENTED       NEDR
 MM0424
 MM0424                          STATION DESCRIPTION
 MM0424
 MM0424'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0424'STATION IS LOCATED ABOUT 1.55 MILES SOUTH AND 5.6 MILES WEST
 MM0424'OF THE POST OFFICE AT NORTH PLATTE, SET IN A NORTH-SOUTH
 MM0424'COUNTY ROAD BETWEEN SECTIONS 3 AND 4, T13N, R31W.
 MM0424'
 MM0424'TO REACH THE STATION FROM THE POST OFFICE AT NORTH PLATTE,
 MM0424'PROCEED SOUTH ON HIGHWAY NO. 83 FOR 1.8 MILE TO THE FIRST
 MM0424'COUNTY ROAD GOING WEST, SOUTH OF THE SOUTH PLATTE RIVER
 MM0424'BRIDGE, TURN RIGHT (WEST) AND PROCEED ON COUNTY ROAD FOR 5.6
 MM0424'MILES TO COUNTY ROAD JUNCTION, TURN RIGHT (NORTH) AND PROCEED
 MM0424'FOR 0.25 MILE TO STATION.
 MM0424'
 MM0424'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0424'TRIANGULATION DISK STAMPED 80-17A, RESET, 1962 WHICH IS BURRIED
 MM0424'1.0 FOOT BELOW THE GROUND, 24.3 FEET WEST OF A WITNESS POST,
 MM0424'8.1 FEET WEST OF EAST SHOULDER OF ROAD, 27.05 FEET WEST OF
 MM0424'R.M. 1 AND 41.6 FEET EAST OF R.M. 2.
 MM0424'
 MM0424'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0424'REFERENCE MARK DISK STAMPED 80-17A RESET R.M. 1 WHICH PROTRUDES
 MM0424'0.1 FOOT ABOVE GROUND AND IS ON THE EAST BANK OF DITCH ON THE
 MM0424'EAST SIDE OF ROAD, 31 FEET EAST OF THE CENTERLINE OF ROAD,
 MM0424'27.05 FEET EAST-SOUTHEAST OF STATION.
 MM0424'
 MM0424'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0424'REFERENCE MARK DISK STAMPED 80-17A RESET R.M. 2 WHICH PROTRUDES
 MM0424'0.2 FOOT ABOVE GROUND AND IS ON THE WEST BANK OF DITCH ON THE
 MM0424'WEST SIDE OF ROAD, 41.6 FEET WEST OF STATION, 35 FEET WEST
 MM0424'OF THE CENTERLINE OF ROAD, 1.0 FOOT NORTH OF FENCE POST.
 MM0424'
 MM0424'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0424'MARK DISK STAMPED 80-17A RESET 1962 SET FLUSH WITH THE GROUND
 MM0424'ON THE NORTH SIDE OF COUNTY ROAD, 3 FEET WEST OF POWER POLE AND
 MM0424'2 FEET WEST OF WITNESS POST.
 MM0424'
 MM0424'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH
 MM0424'ON COUNTY ROAD FOR 0.25 MILE TO COUNTY ROAD JUNCTION, TURN
 MM0424'LEFT (EAST) AND PROCEED FOR 0.6 MILE ON COUNTY ROAD TO MARK
 MM0424'ON THE NORTH SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0451 ***********************************************************************
 MM0451  DESIGNATION -  80 18
 MM0451  PID         -  MM0451
 MM0451  STATE/COUNTY-  NE/LINCOLN
 MM0451  USGS QUAD   -  HERSHEY WEST (1971)
 MM0451
 MM0451                         *CURRENT SURVEY CONTROL
 MM0451  ___________________________________________________________________
 MM0451* NAD 83(1995)-  41 07 49.06389(N)    101 00 09.26699(W)     ADJUSTED  
 MM0451* NAVD 88     -       893.6    (meters)    2932.     (feet)  VERTCON   
 MM0451  ___________________________________________________________________
 MM0451  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 MM0451  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 MM0451
 MM0451  HORZ ORDER  -  SECOND
 MM0451
 MM0451.The horizontal coordinates were established by classical geodetic methods
 MM0451.and adjusted by the National Geodetic Survey in August 1997..
 MM0451
 MM0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0451
 MM0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0451
 MM0451.The geoid height was determined by GEOID03.
 MM0451
 MM0451;                    North         East     Units Scale Factor Converg.
 MM0451;SPC NE       -   144,484.342   415,843.397   MT  0.99967995   -0 39 51.9
 MM0451;UTM  14      - 4,555,153.923   331,907.871   MT  0.99994775   -1 19 03.2
 MM0451
 MM0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0451!SPC NE       -   0.99986330  x   0.99967995  =   0.99954330
 MM0451!UTM  14      -   0.99986330  x   0.99994775  =   0.99981106
 MM0451
 MM0451:                Primary Azimuth Mark                     Grid Az
 MM0451:SPC NE       -  80 18 AZ MK                              007 26 41.6
 MM0451:UTM  14      -  80 18 AZ MK                              008 05 52.9
 MM0451
 MM0451|---------------------------------------------------------------------|
 MM0451| PID    Reference Object                     Distance      Geod. Az  |
 MM0451|                                                           dddmmss.s |
 MM0451| MM0430 80 18 AZ MK                         APPROX. 1.6 KM 0064649.7 |
 MM0451| CP7188 80 18 RM 1                           27.795 METERS 04752     |
 MM0451| CP7189 80 18 RM 2                           47.107 METERS 17757     |
 MM0451|---------------------------------------------------------------------|
 MM0451
 MM0451                          SUPERSEDED SURVEY CONTROL
 MM0451
 MM0451  NAD 83(1986)-  41 07 49.06884(N)    101 00 09.27367(W) AD(       ) 2
 MM0451  NAD 27      -  41 07 49.09526(N)    101 00 07.71855(W) AD(       ) 2
 MM0451  NGVD 29 (07/19/86)  893.2    (m)         2930.     (f) VERT ANG       
 MM0451
 MM0451.Superseded values are not recommended for survey control.
 MM0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0451.See file dsdata.txt to determine how the superseded data were derived.
 MM0451
 MM0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3190855154(NAD 83)
 MM0451_MARKER: DD = SURVEY DISK
 MM0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0451
 MM0451  HISTORY     - Date     Condition        Report By
 MM0451  HISTORY     - 1962     MONUMENTED       NEDR
 MM0451
 MM0451                          STATION DESCRIPTION
 MM0451
 MM0451'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0451'STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF THE POST OFFICE
 MM0451'AT HERSHEY IN THE NE 1/4 OF SECTION 5, T13N, R32W.
 MM0451'
 MM0451'TO REACH THE STATION FROM THE POST OFFICE AT HERSHEY, PROCEED
 MM0451'SOUTH ON PAVED ROAD (COUNTY) TO OREGON TRAIL MONUMENT ON THE
 MM0451'WEST SIDE OF ROAD.
 MM0451'
 MM0451'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0451'TRIANGULATION DISK STAMPED 80-18, 1962 WHICH IS SET FLUSH WITH
 MM0451'THE TOP OF THE MONUMENT.  IT IS 36.4 FEET WEST OF THE CENTERLINE
 MM0451'OF THE PAVED ROAD, 8.0 FEET NORTH OF THE TELEPHONE POLE, 18.0
 MM0451'FEET NORTH OF SHELTER BELT.
 MM0451'
 MM0451'REFERENCE MARK 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0451'REFERENCE MARK DISK STAMPED 80-18, R.M. 1 SET IN THE TOP
 MM0451'OF A SIX-INCH CONCRETE POST WHICH PROTRUDES 0.3 FOOT ABOVE THE
 MM0451'GROUND.  IT IS SET IN A NORTH-SOUTH FENCE 91.21 FEET NORTHEAST
 MM0451'OF STATION, 29.8 FEET EAST OF PAVED COUNTY ROAD, 281.0 FEET
 MM0451'SOUTH OF THE CENTERLINE OF A FARM DRIVE.
 MM0451'
 MM0451'REFERENCE MARK 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0451'REFERENCE MARK DISK STAMPED 80-18, R.M. 2 SET IN THE TOP OF A
 MM0451'6-INCH CONCRETE POST, WHICH PROTRUDES 0.25 FOOT ABOVE THE GROUND.
 MM0451'IT IS 154.58 FEET SOUTH OF STATION, 7.1 FEET EAST OF TELEPHONE
 MM0451'POLE, 33.0 FEET WEST OF THE CENTERLINE OF PAVED COUNTY ROAD
 MM0451'AND 48.0 FEET NORTH OF THE CENTERLINE OF DRIVE TO ORCHARD.
 MM0451'
 MM0451'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0451'MARK DISK STAMPED 80-18, 1962 SET IN THE TOP OF A SIX-INCH CONCRETE
 MM0451'POST AND SET FLUSH WITH THE GROUND.  IT IS 22.0 FEET NORTH OF THE
 MM0451'CENTERLINE OF A COUNTY ROAD, 3.5 FEET SOUTH OF A WITNESS POST,
 MM0451'13.5 FEET EAST OF POWER POLE.
 MM0451'
 MM0451'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH ON
 MM0451'PAVED ROAD FOR 0.95 MILE, TURN RIGHT (EAST) FOR 0.1 MILE TO MARK
 MM0451'ON THE NORTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0430 ***********************************************************************
 MM0430  DESIGNATION -  80 18 AZ MK
 MM0430  PID         -  MM0430
 MM0430  STATE/COUNTY-  NE/LINCOLN
 MM0430  USGS QUAD   -  HERSHEY EAST (1970)
 MM0430
 MM0430                         *CURRENT SURVEY CONTROL
 MM0430  ___________________________________________________________________
 MM0430* NAD 83(1995)-  41 08 39.25234(N)    101 00 01.37310(W)     ADJUSTED  
 MM0430* NAVD 88     -       888.     (meters)    2913.     (feet)  VERTCON   
 MM0430  ___________________________________________________________________
 MM0430  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 MM0430  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 MM0430
 MM0430  HORZ ORDER  -  SECOND
 MM0430
 MM0430.The horizontal coordinates were established by classical geodetic methods
 MM0430.and adjusted by the National Geodetic Survey in August 1997..
 MM0430
 MM0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0430
 MM0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0430
 MM0430.The geoid height was determined by GEOID03.
 MM0430
 MM0430;                    North         East     Units Scale Factor Converg.
 MM0430;SPC NE       -   146,029.875   416,045.358   MT  0.99967840   -0 39 46.6
 MM0430;UTM  14      - 4,556,697.466   332,127.500   MT  0.99994684   -1 18 59.3
 MM0430
 MM0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0430!SPC NE       -   0.99986412  x   0.99967840  =   0.99954256
 MM0430!UTM  14      -   0.99986412  x   0.99994684  =   0.99981096
 MM0430
 MM0430                          SUPERSEDED SURVEY CONTROL
 MM0430
 MM0430  NAD 83(1986)-  41 08 39.25738(N)    101 00 01.37977(W) AD(       ) 2
 MM0430  NAD 27      -  41 08 39.28382(N)    100 59 59.82412(W) AD(       ) 2
 MM0430  NGVD 29 (07/19/86)  888.     (m)         2913.     (f) VERT ANG       
 MM0430
 MM0430.Superseded values are not recommended for survey control.
 MM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0430.See file dsdata.txt to determine how the superseded data were derived.
 MM0430
 MM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3212856697(NAD 83)
 MM0430_MARKER: DD = SURVEY DISK
 MM0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0430_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MM0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0430+STABILITY: SURFACE MOTION
 MM0430
 MM0430  HISTORY     - Date     Condition        Report By
 MM0430  HISTORY     - 1962     MONUMENTED       NEDR
 MM0430
 MM0430                          STATION DESCRIPTION
 MM0430
 MM0430'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0430'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0430'AZIMUTH MARK DISK STAMPED 80-18, 1962 SET IN THE TOP OF A
 MM0430'SIX-INCH CONCRETE POST AND SET FLUSH WITH THE GROUND.  IT
 MM0430'IS 22.0 FEET NORTH OF THE CENTERLINE OF A COUNTY ROAD, 3.5
 MM0430'FEET SOUTH OF A WITNESS POST, 13.5 FEET EAST OF POWER POLE.
 MM0430'
 MM0430'TO REACH STATION 80 18 FROM THE POST OFFICE AT HERSHEY, PROCEED
 MM0430'SOUTH ON PAVED ROAD (COUNTY) TO OREGON TRAIL MONUMENT ON THE
 MM0430'WEST SIDE OF ROAD.
 MM0430'
 MM0430'TO REACH THE AZIMUTH MARK FROM STATION 80 18, PROCEED NORTH ON
 MM0430'PAVED ROAD FOR 0.95 MILE, TURN RIGHT (EAST) FOR 0.1 MILE
 MM0430'TO MARK ON THE NORTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0454 ***********************************************************************
 MM0454  DESIGNATION -  80 18 B AZ MK
 MM0454  PID         -  MM0454
 MM0454  STATE/COUNTY-  NE/LINCOLN
 MM0454  USGS QUAD   -  HERSHEY WEST (1971)
 MM0454
 MM0454                         *CURRENT SURVEY CONTROL
 MM0454  ___________________________________________________________________
 MM0454* NAD 83(1995)-  41 08 18.80673(N)    101 04 29.57871(W)     ADJUSTED  
 MM0454* NAVD 88     -       897.     (meters)    2943.     (feet)  VERTCON   
 MM0454  ___________________________________________________________________
 MM0454  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MM0454  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 MM0454
 MM0454  HORZ ORDER  -  SECOND
 MM0454
 MM0454.The horizontal coordinates were established by classical geodetic methods
 MM0454.and adjusted by the National Geodetic Survey in August 1997..
 MM0454
 MM0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0454
 MM0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0454
 MM0454.The geoid height was determined by GEOID03.
 MM0454
 MM0454;                    North         East     Units Scale Factor Converg.
 MM0454;SPC NE       -   145,474.436   409,785.463   MT  0.99967902   -0 42 44.4
 MM0454;UTM  14      - 4,556,213.301   325,859.917   MT  0.99997323   -1 21 55.3
 MM0454
 MM0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0454!SPC NE       -   0.99986270  x   0.99967902  =   0.99954176
 MM0454!UTM  14      -   0.99986270  x   0.99997323  =   0.99983593
 MM0454
 MM0454                          SUPERSEDED SURVEY CONTROL
 MM0454
 MM0454  NAD 83(1986)-  41 08 18.81136(N)    101 04 29.58543(W) AD(       ) 2
 MM0454  NAD 27      -  41 08 18.83534(N)    101 04 28.02059(W) AD(       ) 2
 MM0454  NGVD 29 (07/19/86)  897.     (m)         2943.     (f) VERT ANG       
 MM0454
 MM0454.Superseded values are not recommended for survey control.
 MM0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0454.See file dsdata.txt to determine how the superseded data were derived.
 MM0454
 MM0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL2586056213(NAD 83)
 MM0454_MARKER: DZ = AZIMUTH MARK DISK
 MM0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0454+STABILITY: SURFACE MOTION
 MM0454
 MM0454  HISTORY     - Date     Condition        Report By
 MM0454  HISTORY     - 1963     MONUMENTED       NEDR
 MM0454
 MM0454                          STATION DESCRIPTION
 MM0454
 MM0454'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0454'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0454'MARK DISK, STAMPED 80-18B 1962, 1.0 FOOT EAST OF FENCE, 1.45
 MM0454'FEET NORTH OF WITNESS POST, 439.1 FEET SOUTH OF THE SOUTH
 MM0454'BANK OF IRRIGATION CANAL.
 MM0454'
 MM0454'TO REACH THE AZIMUTH MARK FROM STATION 80-18B NEDR, PROCEED NORTHEAST
 MM0454'0.2 MILE TO GATE IN NORTH-SOUTH FENCE, PROCEED THROUGH GATE
 MM0454'DUE EAST FOR 0.2 MILE TO A NORTH-SOUTH FENCE, TURN RIGHT (SOUTH)
 MM0454'FOR 200 FEET TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0453 ***********************************************************************
 MM0453  DESIGNATION -  80 18B
 MM0453  PID         -  MM0453
 MM0453  STATE/COUNTY-  NE/LINCOLN
 MM0453  USGS QUAD   -  HERSHEY WEST (1971)
 MM0453
 MM0453                         *CURRENT SURVEY CONTROL
 MM0453  ___________________________________________________________________
 MM0453* NAD 83(1995)-  41 08 16.68019(N)    101 04 54.72016(W)     ADJUSTED  
 MM0453* NAVD 88     -       923.1    (meters)    3029.     (feet)  VERTCON   
 MM0453  ___________________________________________________________________
 MM0453  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 MM0453  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 MM0453
 MM0453  HORZ ORDER  -  SECOND
 MM0453
 MM0453.The horizontal coordinates were established by classical geodetic methods
 MM0453.and adjusted by the National Geodetic Survey in August 1997..
 MM0453
 MM0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0453
 MM0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0453
 MM0453.The geoid height was determined by GEOID03.
 MM0453
 MM0453;                    North         East     Units Scale Factor Converg.
 MM0453;SPC NE       -   145,416.171   409,198.531   MT  0.99967909   -0 43 01.0
 MM0453;UTM  14      - 4,556,161.714   325,272.184   MT  0.99997575   -1 22 11.8
 MM0453
 MM0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0453!SPC NE       -   0.99985866  x   0.99967909  =   0.99953780
 MM0453!UTM  14      -   0.99985866  x   0.99997575  =   0.99983442
 MM0453
 MM0453:                Primary Azimuth Mark                     Grid Az
 MM0453:SPC NE       -  80 18 B AZ MK                            084 19 51.0
 MM0453:UTM  14      -  80 18 B AZ MK                            084 59 01.8
 MM0453
 MM0453|---------------------------------------------------------------------|
 MM0453| PID    Reference Object                     Distance      Geod. Az  |
 MM0453|                                                           dddmmss.s |
 MM0453| MM0454 80 18 B AZ MK                       APPROX. 0.6 KM 0833650.0 |
 MM0453| CP7190 80 18B RM 1                           8.083 METERS 14812     |
 MM0453| CP7191 80 18B RM 2                           8.769 METERS 30820     |
 MM0453|---------------------------------------------------------------------|
 MM0453
 MM0453                          SUPERSEDED SURVEY CONTROL
 MM0453
 MM0453  NAD 83(1986)-  41 08 16.68479(N)    101 04 54.72692(W) AD(       ) 2
 MM0453  NAD 27      -  41 08 16.70846(N)    101 04 53.16308(W) AD(       ) 2
 MM0453  NGVD 29 (07/19/86)  922.7    (m)         3027.     (f) VERT ANG       
 MM0453
 MM0453.Superseded values are not recommended for survey control.
 MM0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0453.See file dsdata.txt to determine how the superseded data were derived.
 MM0453
 MM0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL2527256162(NAD 83)
 MM0453_MARKER: DD = SURVEY DISK
 MM0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0453
 MM0453  HISTORY     - Date     Condition        Report By
 MM0453  HISTORY     - 1962     MONUMENTED       NEDR
 MM0453
 MM0453                          STATION DESCRIPTION
 MM0453
 MM0453'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0453'STATION IS LOCATED ABOUT 1.5 MILE SOUTH AND 2.5 MILES EAST
 MM0453'OF THE RAILROAD DEPOT AT SUTHERLAND IN SE 1/4 OF SECTION 34,
 MM0453'T14N, R33W.
 MM0453'
 MM0453'TO REACH THE STATION FROM THE RAILROAD DEPOT AT SUTHERLAND,
 MM0453'PROCEED WEST 0.1 MILE TO HIGHWAY 25, TURN LEFT (SOUTH) ON THE
 MM0453'HIGHWAY 25 AND PROCEED FOR 1.5 MILE, TURN LEFT (EAST) AND FOLLOW
 MM0453'COUNTY ROAD FOR 0.6 MILE, TURN RIGHT (SOUTH) ON COUNTY ROAD FOR
 MM0453'ABOUT 500 FEET, TURN LEFT (EAST) AND FOLLOW FIELD DRIVE FOR 1.1
 MM0453'MILE, TURN LEFT (NORTH) AND PROCEED FOR 0.2 MILE TO GATE ON
 MM0453'THE EAST, TURN RIGHT (EAST) THROUGH GATE AND PROCEED NORTHEAST
 MM0453'FOR 0.2 MILE TO TRAIL, TURN EAST ONTO TRAIL AND PROCEED 0.65
 MM0453'MILE ALONG THE SOUTH SIDE OF A FENCE THENCE SOUTH EASTERLY
 MM0453'FOR 0.1 MILE TO THE STATION IN A PASTURE ON THE NORTH SLOPE
 MM0453'OF A HILL.
 MM0453'
 MM0453'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0453'DISK STAMPED 80-18B 1962 ON THE NORTH SLOPE OF A HILL AND SET
 MM0453'FLUSH WITH THE GROUND, 20.0 FEET NORTH OF STEEL WITNESS POST.
 MM0453'IT IS APPROXIMATELY 1200 FEET NORTH AND 750 FEET WEST OF THE
 MM0453'SOUTHEAST CORNER OF SECTION 34 T14N R33W.
 MM0453'
 MM0453'REFERENCE MARK 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0453'REFERENCE MARK DISK STAMPED 80-18B, R.M. 1 SET FLUSH WITH THE
 MM0453'GROUND, 26.53 FEET SOUTHEAST OF STATION.
 MM0453'
 MM0453'REFERENCE MARK 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0453'REFERENCE MARK DISK STAMPED 80-18B, R.M. 2 WHICH IS SET FLUSH
 MM0453'WITH THE GROUND, 28.8 FEET NORTHWEST OF THE STATION.
 MM0453'
 MM0453'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0453'MARK DISK, STAMPED 80-18B 1962, 1.0 FOOT EAST OF FENCE, 1.45
 MM0453'FEET NORTH OF WITNESS POST, 439.1 FEET SOUTH OF THE SOUTH
 MM0453'BANK OF IRRIGATION CANAL.
 MM0453'
 MM0453'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTHEAST
 MM0453'0.2 MILE TO GATE IN NORTH-SOUTH FENCE, PROCEED THROUGH GATE
 MM0453'DUE EAST FOR 0.2 MILE TO A NORTH-SOUTH FENCE, TURN RIGHT (SOUTH)
 MM0453'FOR 200 FEET TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0458 ***********************************************************************
 MM0458  DESIGNATION -  80 19
 MM0458  PID         -  MM0458
 MM0458  STATE/COUNTY-  NE/LINCOLN
 MM0458  USGS QUAD   -  SUTHERLAND RESERVOIR NW (1971)
 MM0458
 MM0458                         *CURRENT SURVEY CONTROL
 MM0458  ___________________________________________________________________
 MM0458* NAD 83(1995)-  41 08 05.11143(N)    101 07 35.78462(W)     ADJUSTED  
 MM0458* NAVD 88     -       946.9    (meters)    3107.     (feet)  VERTCON   
 MM0458  ___________________________________________________________________
 MM0458  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 MM0458  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 MM0458
 MM0458  HORZ ORDER  -  SECOND
 MM0458
 MM0458.The horizontal coordinates were established by classical geodetic methods
 MM0458.and adjusted by the National Geodetic Survey in August 1997..
 MM0458
 MM0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0458
 MM0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0458
 MM0458.The geoid height was determined by GEOID03.
 MM0458
 MM0458;                    North         East     Units Scale Factor Converg.
 MM0458;SPC NE       -   145,107.390   405,439.035   MT  0.99967945   -0 44 47.8
 MM0458;UTM  14      - 4,555,895.709   321,508.268   MT  0.99999212   -1 23 57.5
 MM0458
 MM0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0458!SPC NE       -   0.99985493  x   0.99967945  =   0.99953442
 MM0458!UTM  14      -   0.99985493  x   0.99999212  =   0.99984705
 MM0458
 MM0458:                Primary Azimuth Mark                     Grid Az
 MM0458:SPC NE       -  80 19 AZ MK                              090 39 16.4
 MM0458:UTM  14      -  80 19 AZ MK                              091 18 26.1
 MM0458
 MM0458|---------------------------------------------------------------------|
 MM0458| PID    Reference Object                     Distance      Geod. Az  |
 MM0458|                                                           dddmmss.s |
 MM0458| MM0452 80 19 AZ MK                         APPROX. 0.8 KM 0895428.6 |
 MM0458| CP7192 80 19 RM 1                            8.199 METERS 14320     |
 MM0458| CP7193 80 19 RM 2                           46.820 METERS 20843     |
 MM0458|---------------------------------------------------------------------|
 MM0458
 MM0458                          SUPERSEDED SURVEY CONTROL
 MM0458
 MM0458  NAD 83(1986)-  41 08 05.11580(N)    101 07 35.79139(W) AD(       ) 2
 MM0458  NAD 27      -  41 08 05.13856(N)    101 07 34.22092(W) AD(       ) 2
 MM0458  NGVD 29 (07/19/86)  946.5    (m)         3105.     (f) VERT ANG       
 MM0458
 MM0458.Superseded values are not recommended for survey control.
 MM0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0458.See file dsdata.txt to determine how the superseded data were derived.
 MM0458
 MM0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL2150855896(NAD 83)
 MM0458_MARKER: DD = SURVEY DISK
 MM0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0458
 MM0458  HISTORY     - Date     Condition        Report By
 MM0458  HISTORY     - 1962     MONUMENTED       NEDR
 MM0458  HISTORY     - 1985     GOOD             LOCSUR
 MM0458
 MM0458                          STATION DESCRIPTION
 MM0458
 MM0458'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0458'STATION IS LOCATED ABOUT 1.8 MILE SOUTH OF THE RAILROAD DEPOT
 MM0458'AT SUTHERLAND IN THE N.W. CORNER OF THE N.E. 1/4 OF SECTION 5,
 MM0458'T13N, R33W.
 MM0458'
 MM0458'TO REACH THE STATION FROM THE RAILROAD DEPOT AT SUTHERLAND,
 MM0458'PROCEED WEST FOR 0.1 MILE TO HIGHWAY 25, TURN LEFT (SOUTH),
 MM0458'FOLLOW ALONG HIGHWAY 25 FOR 1.5 MILE, TURN LEFT (EAST) AND
 MM0458'FOLLOW COUNTY ROAD FOR 0.4 MILE, TURN RIGHT (SOUTH) INTO FARM
 MM0458'DRIVE (HAUGLAND) AND PROCEED FOR 0.3 MILE INTO FARM YARD, PROCEED
 MM0458'WEST THROUGH FARM YARD AROUND THE SOUTH SIDE OF BARN ALONG
 MM0458'FENCE TO GATE, TURN RIGHT (NORTH) THROUGH GATE INTO PASTURE
 MM0458'AND CONTINUE NORTHWESTERLY FOR 0.35 MILE PARALLELING A
 MM0458'NORTHWEST-SOUTHEAST POWER LINE TO THE HIGHEST BLUFF AND THE
 MM0458'STATION WHERE THE BLUFF BREAKS AWAY TO THE NORTH.
 MM0458'
 MM0458'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0458'DISK STAMPED 80-19, 1962 AND IS SET FLUSH WITH THE GROUND, ON
 MM0458'TANGENT WITH NORTH-SOUTH OIL ROAD TO THE NORTH AT BASE OF BLUFF,
 MM0458'AND ABOUT 70 FEET EAST OF A NORTH-SOUTH POWER LINE.
 MM0458'
 MM0458'REFERENCE MARK 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0458'REFERENCE MARK DISK STAMPED 80-19, R.M. 1.  IT IS SET 0.2 FOOT
 MM0458'ABOVE THE GROUND LEVEL, 26.9 FEET SOUTHEAST FROM STATION ON THE
 MM0458'EDGE OF A HILL.
 MM0458'
 MM0458'REFERENCE MARK 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0458'REFERENCE MARK DISK STAMPED 80-19, R.M. 2 WHICH PROTRUDES 0.3
 MM0458'FOOT ABOVE THE GROUND, 153.6 FEET SOUTHWEST FROM STATION,
 MM0458'2.85 FEET NORTH OF WITNESS POST, 5.20 FEET NORTH OF POWER POLE.
 MM0458'
 MM0458'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0458'MARK STAMPED 80-19-1962 WHICH IS SET IN THE TOP OF A 6-INCH
 MM0458'ROUND CONCRETE POST APPROXIMATELY 0.5 MILES DUE EAST OF THE
 MM0458'STATION.  IT IS SET 0.4 FOOT ABOVE THE GROUND LEVEL, 2.75 FEET
 MM0458'SOUTH OF A WITNESS POST, 12.15 FEET SOUTHWEST OF CORNER POST
 MM0458'AND 44.0 FEET NORTHEAST OF CORNER TELEPHONE POLE ON THE NORTH
 MM0458'SIDE OF AN EAST-WEST COUNTY ROAD, WHERE THE COUNTY ROAD MAKES
 MM0458'A 90 DEGREE TURN TO THE SOUTH.  THE MARKER IS NEAR THE SECTION
 MM0458'CORNER COMMON TO SECTIONS 4 AND 5, T13N, R33W AND SECTIONS 32
 MM0458'AND 33, T14N, R33W.
 MM0458'
 MM0458'TO REACH THE AZIMUTH MARK FROM THE STATION RETURN TO HAUGLANDS
 MM0458'FARM YARD, CONTINUE ON THE FARM DRIVE NORTH AND EAST FOR
 MM0458'APPROXIMATELY 0.3 MILE TO A JUNCTION WITH A COUNTY ROAD, AT THE
 MM0458'JUNCTION TURN RIGHT (EAST) AND PROCEED ON THE COUNTY ROAD FOR
 MM0458'APPROXIMATELY 0.2 MILE TO WHERE THE COUNTY ROAD TURNS SOUTH.
 MM0458'THE MARKER IS IN THE NORTHEAST CORNER OF THIS CURVE.
 MM0458
 MM0458                          STATION RECOVERY (1985)
 MM0458
 MM0458'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (DCA)
 MM0458'80-19 FOUND GOOD.
 MM0458'80-19 AZ FOUND GOOD.
 MM0458'RM NO. 1 AND NO. 2 FOUND GOOD.
 MM0458'SET WITNESS POST PER DESCRIPTION.
 MM0458'
 MM0458'DISTANCE AND DIRECTION FROM NEAREST TOWN--PER RECORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0457 ***********************************************************************
 MM0457  DESIGNATION -  80 19 A AZ MK
 MM0457  PID         -  MM0457
 MM0457  STATE/COUNTY-  NE/LINCOLN
 MM0457  USGS QUAD   -  SUTHERLAND RESERVOIR NW (1971)
 MM0457
 MM0457                         *CURRENT SURVEY CONTROL
 MM0457  ___________________________________________________________________
 MM0457* NAD 83(1995)-  41 08 31.85520(N)    101 12 21.29659(W)     ADJUSTED  
 MM0457* NAVD 88     -       913.     (meters)    2995.     (feet)  VERTCON   
 MM0457  ___________________________________________________________________
 MM0457  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 MM0457  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 MM0457
 MM0457  HORZ ORDER  -  SECOND
 MM0457
 MM0457.The horizontal coordinates were established by classical geodetic methods
 MM0457.and adjusted by the National Geodetic Survey in August 1997..
 MM0457
 MM0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0457
 MM0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0457
 MM0457.The geoid height was determined by GEOID03.
 MM0457
 MM0457;                    North         East     Units Scale Factor Converg.
 MM0457;SPC NE       -   146,021.859   398,794.220   MT  0.99967862   -0 47 57.0
 MM0457;UTM  14      - 4,556,886.133   314,872.124   MT  1.00002182   -1 27 06.3
 MM0457
 MM0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0457!SPC NE       -   0.99986016  x   0.99967862  =   0.99953883
 MM0457!UTM  14      -   0.99986016  x   1.00002182  =   0.99988198
 MM0457
 MM0457                          SUPERSEDED SURVEY CONTROL
 MM0457
 MM0457  NAD 83(1986)-  41 08 31.85912(N)    101 12 21.30361(W) AD(       ) 2
 MM0457  NAD 27      -  41 08 31.88101(N)    101 12 19.72437(W) AD(       ) 2
 MM0457  NGVD 29 (07/19/86)  913.     (m)         2995.     (f) VERT ANG       
 MM0457
 MM0457.Superseded values are not recommended for survey control.
 MM0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0457.See file dsdata.txt to determine how the superseded data were derived.
 MM0457
 MM0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL1487256886(NAD 83)
 MM0457_MARKER: DZ = AZIMUTH MARK DISK
 MM0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0457+STABILITY: SURFACE MOTION
 MM0457
 MM0457  HISTORY     - Date     Condition        Report By
 MM0457  HISTORY     - 1963     MONUMENTED       NEDR
 MM0457
 MM0457                          STATION DESCRIPTION
 MM0457
 MM0457'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0457'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0457'MARK DISK STAMPED 80-19A, 1962 SET IN THE TOP OF A 6-INCH ROUND
 MM0457'CONCRETE POST WHICH PROTRUDES 0.3 FOOT ABOVE THE GROUND.  IT
 MM0457'IS IN LINE WITH A ROW OF TREES TO THE SOUTH ON THE WEST SIDE
 MM0457'OF A GROVE AND ON TOP OF DIKE 1.5 FEET SOUTH OF WITNESS POST.
 MM0457'
 MM0457'TO REACH THE AZIMUTH MARK FROM STATION 80-19A NEDR, PROCEED NORTH FOR
 MM0457'0.1 MILE TO DIKE ALONG SOUTH BANK OF SOUTH PLATTE RIVER, TURN
 MM0457'RIGHT NORTHEAST AND PROCEED ALONG SOUTH BANK OF RIVER FOR 0.4
 MM0457'MILE TO THE MARKER ON TOP OF THE DIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0452 ***********************************************************************
 MM0452  DESIGNATION -  80 19 AZ MK
 MM0452  PID         -  MM0452
 MM0452  STATE/COUNTY-  NE/LINCOLN
 MM0452  USGS QUAD   -  HERSHEY WEST (1971)
 MM0452
 MM0452                         *CURRENT SURVEY CONTROL
 MM0452  ___________________________________________________________________
 MM0452* NAD 83(1995)-  41 08 05.14976(N)    101 07 03.17377(W)     ADJUSTED  
 MM0452* NAVD 88     -       933.     (meters)    3061.     (feet)  VERTCON   
 MM0452  ___________________________________________________________________
 MM0452  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 MM0452  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 MM0452
 MM0452  HORZ ORDER  -  SECOND
 MM0452
 MM0452.The horizontal coordinates were established by classical geodetic methods
 MM0452.and adjusted by the National Geodetic Survey in August 1997..
 MM0452
 MM0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0452
 MM0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0452
 MM0452.The geoid height was determined by GEOID03.
 MM0452
 MM0452;                    North         East     Units Scale Factor Converg.
 MM0452;SPC NE       -   145,098.704   406,199.332   MT  0.99967945   -0 44 26.1
 MM0452;UTM  14      - 4,555,878.357   322,268.653   MT  0.99998878   -1 23 36.1
 MM0452
 MM0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0452!SPC NE       -   0.99985704  x   0.99967945  =   0.99953654
 MM0452!UTM  14      -   0.99985704  x   0.99998878  =   0.99984583
 MM0452
 MM0452                          SUPERSEDED SURVEY CONTROL
 MM0452
 MM0452  NAD 83(1986)-  41 08 05.15418(N)    101 07 03.18049(W) AD(       ) 2
 MM0452  NAD 27      -  41 08 05.17704(N)    101 07 01.61109(W) AD(       ) 2
 MM0452  NGVD 29 (07/19/86)  933.     (m)         3061.     (f) VERT ANG       
 MM0452
 MM0452.Superseded values are not recommended for survey control.
 MM0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0452.See file dsdata.txt to determine how the superseded data were derived.
 MM0452
 MM0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL2226955878(NAD 83)
 MM0452_MARKER: DZ = AZIMUTH MARK DISK
 MM0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0452+STABILITY: SURFACE MOTION
 MM0452
 MM0452  HISTORY     - Date     Condition        Report By
 MM0452  HISTORY     - 1963     MONUMENTED       NEDR
 MM0452
 MM0452                          STATION DESCRIPTION
 MM0452
 MM0452'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0452'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0452'MARK STAMPED 80-19-1962 WHICH IS SET IN THE TOP OF A 6-INCH
 MM0452'ROUND CONCRETE POST APPROXIMATELY 0.5 MILES DUE EAST OF THE
 MM0452'STATION.  IT IS SET 0.4 FOOT ABOVE THE GROUND LEVEL, 2.75 FEET
 MM0452'SOUTH OF A WITNESS POST, 12.15 FEET SOUTHWEST OF CORNER POST
 MM0452'AND 44.0 FEET NORTHEAST OF CORNER TELEPHONE POLE ON THE NORTH
 MM0452'SIDE OF AN EAST-WEST COUNTY ROAD, WHERE THE COUNTY ROAD MAKES
 MM0452'A 90 DEGREE TURN TO THE SOUTH.  THE MARKER IS NEAR THE SECTION
 MM0452'CORNER COMMON TO SECTIONS 4 AND 5, T13N, R33W AND SECTIONS 32
 MM0452'AND 33, T14N, R33W.
 MM0452'
 MM0452'TO REACH THE AZIMUTH MARK FROM STATION 80-19 NEDR RETURN TO HAUGLANDS
 MM0452'FARM YARD, CONTINUE ON THE FARM DRIVE NORTH AND EAST FOR
 MM0452'APPROXIMATELY 0.3 MILE TO A JUNCTION WITH A COUNTY ROAD, AT THE
 MM0452'JUNCTION TURN RIGHT (EAST) AND PROCEED ON THE COUNTY ROAD FOR
 MM0452'APPROXIMATELY 0.2 MILE TO WHERE THE COUNTY ROAD TURNS SOUTH.
 MM0452'THE MARKER IS IN THE NORTHEAST CORNER OF THIS CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0461 ***********************************************************************
 MM0461  DESIGNATION -  80 19 B AZ MK
 MM0461  PID         -  MM0461
 MM0461  STATE/COUNTY-  NE/KEITH
 MM0461  USGS QUAD   -  PAXTON SOUTH (1971)
 MM0461
 MM0461                         *CURRENT SURVEY CONTROL
 MM0461  ___________________________________________________________________
 MM0461* NAD 83(1995)-  41 06 23.83102(N)    101 16 56.43487(W)     ADJUSTED  
 MM0461* NAVD 88     -       942.     (meters)    3091.     (feet)  VERTCON   
 MM0461  ___________________________________________________________________
 MM0461  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 MM0461  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 MM0461
 MM0461  HORZ ORDER  -  SECOND
 MM0461
 MM0461.The horizontal coordinates were established by classical geodetic methods
 MM0461.and adjusted by the National Geodetic Survey in August 1997..
 MM0461
 MM0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0461
 MM0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0461
 MM0461.The geoid height was determined by GEOID03.
 MM0461
 MM0461;                    North         East     Units Scale Factor Converg.
 MM0461;SPC NE       -   142,166.438   392,322.002   MT  0.99968273   -0 50 59.3
 MM0461;UTM  14      - 4,553,103.253   308,354.139   MT  1.00005205   -1 30 03.6
 MM0461
 MM0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0461!SPC NE       -   0.99985561  x   0.99968273  =   0.99953838
 MM0461!UTM  14      -   0.99985561  x   1.00005205  =   0.99990765
 MM0461
 MM0461                          SUPERSEDED SURVEY CONTROL
 MM0461
 MM0461  NAD 83(1986)-  41 06 23.83379(N)    101 16 56.44142(W) AD(       ) 2
 MM0461  NAD 27      -  41 06 23.85544(N)    101 16 54.85435(W) AD(       ) 2
 MM0461  NGVD 29 (07/19/86)  942.     (m)         3091.     (f) VERT ANG       
 MM0461
 MM0461.Superseded values are not recommended for survey control.
 MM0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0461.See file dsdata.txt to determine how the superseded data were derived.
 MM0461
 MM0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL0835453103(NAD 83)
 MM0461_MARKER: DZ = AZIMUTH MARK DISK
 MM0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0461+STABILITY: SURFACE MOTION
 MM0461
 MM0461  HISTORY     - Date     Condition        Report By
 MM0461  HISTORY     - 1963     MONUMENTED       NEDR
 MM0461
 MM0461                          STATION DESCRIPTION
 MM0461
 MM0461'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0461'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0461'MARK DISK STAMPED 80-19B, 1962 AND IS SET FLUSH WITH THE
 MM0461'GROUND, 67.0 FEET NORTHEAST OF THE CENTERLINE OF THE CANAL
 MM0461'ROAD, 4.5 FEET NORTH OF TELEPHONE POLE AND 3.0 FEET SOUTH OF
 MM0461'WITNESS POST.
 MM0461'
 MM0461'TO REACH THE AZIMUTH MARK FROM STATION 80-19B NEDR, PROCEED SOUTHEAST
 MM0461'FOR 0.1 MILE TO GATE AND BRIDGE, PROCEED THROUGH GATE, TURN
 MM0461'LEFT (NORTH) OVER BRIDGE, TO THE NORTH END OF BRIDGE, THEN
 MM0461'TURN RIGHT (EAST) AND PROCEED FOR 0.35 MILE ON CANAL ROAD.
 MM0461'MARK SETS TO THE LEFT (NORTH) OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0550 ***********************************************************************
 MM0550  DESIGNATION -  80 19 C RESET
 MM0550  PID         -  MM0550
 MM0550  STATE/COUNTY-  NE/KEITH
 MM0550  USGS QUAD   -  PAXTON SOUTH (1971)
 MM0550
 MM0550                         *CURRENT SURVEY CONTROL
 MM0550  ___________________________________________________________________
 MM0550* NAD 83(1995)-  41 06 28.75785(N)    101 20 20.64152(W)     ADJUSTED  
 MM0550* NAVD 88     -       944.8    (meters)    3100.     (feet)  VERTCON   
 MM0550  ___________________________________________________________________
 MM0550  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 MM0550  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 MM0550
 MM0550  HORZ ORDER  -  SECOND
 MM0550
 MM0550.The horizontal coordinates were established by classical geodetic methods
 MM0550.and adjusted by the National Geodetic Survey in August 1997..
 MM0550
 MM0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0550
 MM0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0550
 MM0550.The geoid height was determined by GEOID03.
 MM0550
 MM0550;                    North         East     Units Scale Factor Converg.
 MM0550;SPC NE       -   142,390.567   387,561.624   MT  0.99968256   -0 53 14.6
 MM0550;UTM  14      - 4,553,381.568   303,594.802   MT  1.00007478   -1 32 18.2
 MM0550
 MM0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0550!SPC NE       -   0.99985522  x   0.99968256  =   0.99953782
 MM0550!UTM  14      -   0.99985522  x   1.00007478  =   0.99992999
 MM0550
 MM0550|---------------------------------------------------------------------|
 MM0550| PID    Reference Object                     Distance      Geod. Az  |
 MM0550|                                                           dddmmss.s |
 MM0550| MM0553 80 19C RM 1                          31.718 METERS 08039     |
 MM0550| MM0555 80 19 C RM 3                         31.699 METERS 08041     |
 MM0550| MM0554 80 19C RM 2                          29.763 METERS 24249     |
 MM0550| MM0464 80 19 C AZ MK                       APPROX. 0.7 KM 2794832.6 |
 MM0550| MM0552 80 20 2 AZ MK                       APPROX. 1.5 KM 2812917.4 |
 MM0550|---------------------------------------------------------------------|
 MM0550
 MM0550                          SUPERSEDED SURVEY CONTROL
 MM0550
 MM0550  NAD 83(1986)-  41 06 28.75999(N)    101 20 20.64815(W) AD(       ) 2
 MM0550  NAD 27      -  41 06 28.78218(N)    101 20 19.05587(W) AD(       ) 2
 MM0550  NGVD 29 (02/17/94)  944.4    (m)         3098.     (f) VERT ANG       
 MM0550
 MM0550.Superseded values are not recommended for survey control.
 MM0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0550.See file dsdata.txt to determine how the superseded data were derived.
 MM0550
 MM0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL0359553382(NAD 83)
 MM0550_MARKER: DH = HORIZONTAL CONTROL DISK
 MM0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0550_SP_SET: CONCRETE POST
 MM0550_STAMPING: 80-19C NERD 1963 1986
 MM0550_MARK LOGO: NGS   
 MM0550_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MM0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0550+STABILITY: SURFACE MOTION
 MM0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0550+SATELLITE: SATELLITE OBSERVATIONS - 1986
 MM0550
 MM0550  HISTORY     - Date     Condition        Report By
 MM0550  HISTORY     - 1986     MONUMENTED       NGS
 MM0550
 MM0550                          STATION DESCRIPTION
 MM0550
 MM0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0550'THE STATION IS LOCATED ABOUT 2.8 KM (1.7 MI) SOUTHEAST FROM PAXTON,
 MM0550'0.8 KM (0.5 MI) SOUTH FROM INTERSTATE HIGHWAY 80 AND ON THE NORTH
 MM0550'BANK OF A CANAL, IN THE SW1/4, SEC9, T13N, R35W.  THE NEBRASKA PUBLIC
 MM0550'POWER DISTRICT, CONSTRUCTION MANAGEMENT DEPARTMENT, P.O. BOX 499,
 MM0550'COLUMBUS, NE 68601 SHOULD BE CONTACTED FOR ACCESS.  TELEPHONE 402-563
 MM0550'5624.
 MM0550'TO REACH THE STATION FROM THE POST OFFICE IN PAXTON, GO SOUTH ON THE
 MM0550'MAIN STREET FOR 1.45 KM (0.90 MI) TO INTERSTATE HIGHWAY 80.  CONTINUE
 MM0550'SOUTH FOR 0.32 KM (0.20 MI) TO A SIDE ROAD ON THE LEFT, AT A CEMETERY
 MM0550'ON THE RIGHT. TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.64 KM
 MM0550'(0.40 MI) TO A ROAD ON THE RIGHT.  TURN RIGHT, ENTERING NEBRASKA
 MM0550'PUBLIC POWER DISTRICT PROPERTY, AND GO SOUTH FOR 0.16 KM (0.10 MI) TO
 MM0550'A FORK AT THE TOP OF A CANAL BANK.  TURN LEFT AND GO EAST, ALONG THE
 MM0550'NORTH SIDE OF THE CANAL, FOR 0.97 KM (0.60 MI) TO THE STATION ON THE
 MM0550'LEFT.
 MM0550'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 MM0550'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED 1.2
 MM0550'M (3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 10.36 M
 MM0550'(33.99 FT) NORTH FROM THE NORTH BANK OF THE CANAL, 5.79 M (19.00 FT)
 MM0550'NORTH FROM THE CENTERLINE OF THE ROAD, 1.07 M (3.51 FT) SOUTH FROM A
 MM0550'WITNESS POST AND 0.62 M (2.03 FT) WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0456 ***********************************************************************
 MM0456  DESIGNATION -  80 19A
 MM0456  PID         -  MM0456
 MM0456  STATE/COUNTY-  NE/LINCOLN
 MM0456  USGS QUAD   -  SUTHERLAND RESERVOIR NW (1971)
 MM0456
 MM0456                         *CURRENT SURVEY CONTROL
 MM0456  ___________________________________________________________________
 MM0456* NAD 83(1995)-  41 08 20.21034(N)    101 12 48.95119(W)     ADJUSTED  
 MM0456* NAVD 88     -       912.3    (meters)    2993.     (feet)  VERTCON   
 MM0456  ___________________________________________________________________
 MM0456  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 MM0456  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 MM0456
 MM0456  HORZ ORDER  -  SECOND
 MM0456
 MM0456.The horizontal coordinates were established by classical geodetic methods
 MM0456.and adjusted by the National Geodetic Survey in August 1997..
 MM0456
 MM0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0456
 MM0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0456
 MM0456.The geoid height was determined by GEOID03.
 MM0456
 MM0456;                    North         East     Units Scale Factor Converg.
 MM0456;SPC NE       -   145,671.798   398,144.528   MT  0.99967898   -0 48 15.3
 MM0456;UTM  14      - 4,556,543.375   314,218.263   MT  1.00002480   -1 27 24.2
 MM0456
 MM0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0456!SPC NE       -   0.99986034  x   0.99967898  =   0.99953936
 MM0456!UTM  14      -   0.99986034  x   1.00002480  =   0.99988513
 MM0456
 MM0456:                Primary Azimuth Mark                     Grid Az
 MM0456:SPC NE       -  80 19 A AZ MK                            061 41 01.4
 MM0456:UTM  14      -  80 19 A AZ MK                            062 20 10.3
 MM0456
 MM0456|---------------------------------------------------------------------|
 MM0456| PID    Reference Object                     Distance      Geod. Az  |
 MM0456|                                                           dddmmss.s |
 MM0456| MM0457 80 19 A AZ MK                       APPROX. 0.7 KM 0605246.1 |
 MM0456| CP7195 80 19A RM 2                          69.571 METERS 31722     |
 MM0456| CP7194 80 19A RM 1                          56.882 METERS 35439     |
 MM0456|---------------------------------------------------------------------|
 MM0456
 MM0456                          SUPERSEDED SURVEY CONTROL
 MM0456
 MM0456  NAD 83(1986)-  41 08 20.21419(N)    101 12 48.95822(W) AD(       ) 2
 MM0456  NAD 27      -  41 08 20.23619(N)    101 12 47.37819(W) AD(       ) 2
 MM0456  NGVD 29 (07/19/86)  911.9    (m)         2992.     (f) VERT ANG       
 MM0456
 MM0456.Superseded values are not recommended for survey control.
 MM0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0456.See file dsdata.txt to determine how the superseded data were derived.
 MM0456
 MM0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL1421856543(NAD 83)
 MM0456_MARKER: DD = SURVEY DISK
 MM0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0456
 MM0456  HISTORY     - Date     Condition        Report By
 MM0456  HISTORY     - 1962     MONUMENTED       NEDR
 MM0456  HISTORY     - 1971     GOOD             NGS
 MM0456  HISTORY     - 1971     MARK NOT FOUND   USGS
 MM0456
 MM0456                          STATION DESCRIPTION
 MM0456
 MM0456'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0456'STATION IS LOCATED ABOUT 1.5 MILE SOUTH AND 4.7 MILES WEST OF
 MM0456'THE RAILROAD DEPOT AT SUTHERLAND IN THE S.E. 1/4 SEC. 33T 14N,
 MM0456'R34W.
 MM0456'
 MM0456'TO REACH THE STATION FROM THE RAILROAD DEPOT IN SUTHERLAND,
 MM0456'PROCEED 0.1 MILE WEST TO HIGHWAY 25, TURN LEFT (SOUTH),
 MM0456'FOLLOW ALONG HIGHWAY 25 FOR 2.0 MILES (HIGHWAY 25 MAKES A CURVE
 MM0456'TO THE WEST 1.5 MILE FROM TOWN) TO AN EAST-WEST COUNTY ROAD,
 MM0456'TURN RIGHT ONTO COUNTY ROAD AND PROCEED 4.1 MILES WEST, TO THE
 MM0456'POINT WHERE COUNTY ROAD TURNS SOUTH, TURN NORTH AT THIS POINT
 MM0456'INTO HAY MEADOW AND PROCEED NORTH ALONG SECTION LINE FOR 0.3
 MM0456'MILE TO STATION.
 MM0456'
 MM0456'STATION IS A NEBRASKA DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0456'DISK STAMPED 80-19A, 1962 AND IS BURIED 1.5 FEET BELOW GROUND
 MM0456'LEVEL.  THE MARKER IS 1,494 FEET NORTH OF THE SECTION CORNER
 MM0456'COMMON TO SECTIONS 33 AND 34 T14N R34W AND SECTIONS 3 AND 4
 MM0456'T13N R34W, AND IS 65.7 FEET WEST OF THE NORTH-SOUTH SECTION
 MM0456'LINE BETWEEN SECTIONS 33 AND 34 T14N R34W.  THE MONUMENT IS A
 MM0456'P.I. FOR A CURVE ON INTERSTATE 80.
 MM0456'
 MM0456'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0456'REFERENCE MARK DISK STAMPED 80-19A, R.M. 1 SET IN A 6-INCH
 MM0456'CONCRETE POST WHICH PROTRUDES 0.3 FEET ABOVE THE GROUND.  IT
 MM0456'IS NORTH OF STATION, 3.8 FEET SOUTHWEST OF WEST GATE POST, 2.6
 MM0456'FEET SOUTH OF FENCE.
 MM0456'
 MM0456'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0456'REFERENCE MARK DISK STAMPED 80-19A, R.M. 2.  IT IS SET IN A 6-INCH
 MM0456'CONCRETE POST WHICH PROTRUDES 0.23 FOOT ABOVE THE GROUND AND
 MM0456'IS NORTHWEST OF STATION, 3.5 FEET SOUTHEAST OF FENCE POST, 3.0
 MM0456'FEET SOUTH OF FENCE.
 MM0456'
 MM0456'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0456'MARK DISK STAMPED 80-19A, 1962 SET IN THE TOP OF A 6-INCH ROUND
 MM0456'CONCRETE POST WHICH PROTRUDES 0.3 FOOT ABOVE THE GROUND.  IT
 MM0456'IS IN LINE WITH A ROW OF TREES TO THE SOUTH ON THE WEST SIDE
 MM0456'OF A GROVE AND ON TOP OF DIKE 1.5 FEET SOUTH OF WITNESS POST.
 MM0456'
 MM0456'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH FOR
 MM0456'0.1 MILE TO DIKE ALONG SOUTH BANK OF SOUTH PLATTE RIVER, TURN
 MM0456'RIGHT NORTHEAST AND PROCEED ALONG SOUTH BANK OF RIVER FOR 0.4
 MM0456'MILE TO THE MARKER ON TOP OF THE DIKE.
 MM0456
 MM0456                          STATION RECOVERY (1971)
 MM0456
 MM0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0456'STATION, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 MM0456'
 MM0456'SINCE INTERSTATE 80 WAS CONSTRUCTED AFTER THE ORIGINAL ROUTE
 MM0456'DESCRIPTION WAS WRITTEN, A NEW ROUTE DESCRIPTION IS REQUIRED.
 MM0456'
 MM0456'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY 30 AND STATE HWY
 MM0456'25 IN SUTHERLAND, NEB., GO SOUTH ON HWY 25 (GOING THROUGH UNDERPASS
 MM0456'ACROSS I-80) FOR 2.8 MILES TO AND EAST-WEST COUNTY ROAD.  TURN
 MM0456'RIGHT (WEST) ON COUNTY ROAD FOR 2.1 MILES A SIDE ROAD RIGHT.  TURN
 MM0456'RIGHT (NORTH, CROSSING OVERPASS ACROSS I-80) FOR 0.45 MILE TO A
 MM0456'GRAVEL ROAD LEFT.  TURN SHARPLY LEFT (SOUTHERLY) ON GRAVEL ROAD FOR
 MM0456'0.15 MILE TO WHERE ROAD CURVES WEST.  CONTINUE WEST ON GRAVEL ROAD
 MM0456'(WHICH RUNS PARALLEL WITH WEST BOUND LANE OF I-80) FOR 2.0 MILES
 MM0456'TO A DIM TRACK ROAD ON THE RIGHT (TRACK ROAD RUNS ALONE THE WEST
 MM0456'EDGE OF A HAY MEADOW).  TURN RIGHT (NORTH) ON TRACK ROAD FOR
 MM0456'0.15 MILE TO THE STATION ON THE LEFT.
 MM0456
 MM0456                          STATION RECOVERY (1971)
 MM0456
 MM0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (MLM)
 MM0456'FOUND LOCATION OF MARK NEAR WITNESS POST, ALL THAT WAS FOUND
 MM0456'WAS A HOLE IN THE GROUND WHERE MARK WAS SUPPOSED TO BE.  ALSO
 MM0456'FOUND PIECES OF CONCRETE AROUND THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0460 ***********************************************************************
 MM0460  DESIGNATION -  80 19B
 MM0460  PID         -  MM0460
 MM0460  STATE/COUNTY-  NE/KEITH
 MM0460  USGS QUAD   -  PAXTON SOUTH (1971)
 MM0460
 MM0460                         *CURRENT SURVEY CONTROL
 MM0460  ___________________________________________________________________
 MM0460* NAD 83(1995)-  41 06 23.88922(N)    101 17 28.97981(W)     ADJUSTED  
 MM0460* NAVD 88     -       955.5    (meters)    3135.     (feet)  VERTCON   
 MM0460  ___________________________________________________________________
 MM0460  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 MM0460  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 MM0460
 MM0460  HORZ ORDER  -  SECOND
 MM0460
 MM0460.The horizontal coordinates were established by classical geodetic methods
 MM0460.and adjusted by the National Geodetic Survey in August 1997..
 MM0460
 MM0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0460
 MM0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0460
 MM0460.The geoid height was determined by GEOID03.
 MM0460
 MM0460;                    North         East     Units Scale Factor Converg.
 MM0460;SPC NE       -   142,179.531   391,562.977   MT  0.99968272   -0 51 20.9
 MM0460;UTM  14      - 4,553,124.980   307,595.030   MT  1.00005564   -1 30 25.1
 MM0460
 MM0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0460!SPC NE       -   0.99985355  x   0.99968272  =   0.99953632
 MM0460!UTM  14      -   0.99985355  x   1.00005564  =   0.99990918
 MM0460
 MM0460:                Primary Azimuth Mark                     Grid Az
 MM0460:SPC NE       -  80 19 B AZ MK                            090 59 17.9
 MM0460:UTM  14      -  80 19 B AZ MK                            091 38 22.1
 MM0460
 MM0460|---------------------------------------------------------------------|
 MM0460| PID    Reference Object                     Distance      Geod. Az  |
 MM0460|                                                           dddmmss.s |
 MM0460| MM0461 80 19 B AZ MK                       APPROX. 0.8 KM 0900757.0 |
 MM0460| CP7196 80 19B RM 1                          36.119 METERS 14919     |
 MM0460| CP7197 80 19B RM 2                          19.013 METERS 28128     |
 MM0460|---------------------------------------------------------------------|
 MM0460
 MM0460                          SUPERSEDED SURVEY CONTROL
 MM0460
 MM0460  NAD 83(1986)-  41 06 23.89188(N)    101 17 28.98640(W) AD(       ) 2
 MM0460  NAD 27      -  41 06 23.91372(N)    101 17 27.39887(W) AD(       ) 2
 MM0460  NGVD 29 (07/19/86)  955.1    (m)         3134.     (f) VERT ANG       
 MM0460
 MM0460.Superseded values are not recommended for survey control.
 MM0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0460.See file dsdata.txt to determine how the superseded data were derived.
 MM0460
 MM0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL0759553125(NAD 83)
 MM0460_MARKER: DD = SURVEY DISK
 MM0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0460
 MM0460  HISTORY     - Date     Condition        Report By
 MM0460  HISTORY     - 1962     MONUMENTED       NEDR
 MM0460
 MM0460                          STATION DESCRIPTION
 MM0460
 MM0460'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0460'STATION IS LOCATED ABOUT 1.3 MILES SOUTH AND 3.5 MILES EAST
 MM0460'OF THE POST OFFICE AT PAXTON IN THE SOUTHEAST 1/4 OF SECTION
 MM0460'11, T13N, R35W.
 MM0460'
 MM0460'TO REACH THE STATION FROM THE POST OFFICE IN PAXTON, PROCEED
 MM0460'SOUTH ON OILED ROAD FOR 1.0 MILE, TURN LEFT (EAST) AND PROCEED
 MM0460'FOR 3.5 MILES ON COUNTY ROAD, TURN RIGHT (SOUTH) ON SECTION
 MM0460'LINE ROAD AND PROCEED FOR 0.3 MILE TO CANAL BRIDGE, CROSS
 MM0460'CANAL BRIDGE TO WIRE GATE AT SOUTH END OF BRIDGE ON WEST SIDE
 MM0460'OF ROAD, TURN RIGHT (WEST) THROUGH GATE INTO PLATTE VALLEY
 MM0460'PUBLIC POWER DISTRICT LAND, PROCEED NORTHWESTERLY ALONG SOUTH
 MM0460'SIDE OF CANAL TO THE TOP OF THE FIRST SPOIL BANK ABOUT 0.1
 MM0460'MILE FROM ROAD.  STATION IS SET ON THE HIGHEST POINT AT
 MM0460'GROUND LEVEL.
 MM0460'
 MM0460'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0460'TRIANGULATION DISK STAMPED 80-19B, 1962 SET FLUSH WITH THE
 MM0460'GROUND.
 MM0460'
 MM0460'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0460'REFERENCE MARK DISK STAMPED 80-19B, R.M. 1 SET IN THE TOP OF A
 MM0460'6-INCH CONCRETE POST WHICH PROTRUDES 0.3 FOOT ABOVE THE GROUND
 MM0460'AND IS ON SPOIL BANK 118.5 FEET SOUTHEAST OF STATION.
 MM0460'
 MM0460'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0460'REFERENCE MARK DISK STAMPED 80-19B, R.M. 2.  IT IS SET IN THE
 MM0460'TOP OF A 6-INCH CONCRETE POST WHICH PROTRUDES 0.25 FOOT ABOVE
 MM0460'THE GROUND AND IS ON SPOIL BANK 62.4 FEET WEST OF STATION.
 MM0460'
 MM0460'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0460'MARK DISK STAMPED 80-19B, 1962 AND IS SET FLUSH WITH THE
 MM0460'GROUND, 67.0 FEET NORTHEAST OF THE CENTERLINE OF THE CANAL
 MM0460'ROAD, 4.5 FEET NORTH OF TELEPHONE POLE AND 3.0 FEET SOUTH OF
 MM0460'WITNESS POST.
 MM0460'
 MM0460'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTHEAST
 MM0460'FOR 0.1 MILE TO GATE AND BRIDGE, PROCEED THROUGH GATE, TURN
 MM0460'LEFT (NORTH) OVER BRIDGE, TO THE NORTH END OF BRIDGE, THEN
 MM0460'TURN RIGHT (EAST) AND PROCEED FOR 0.35 MILE ON CANAL ROAD.
 MM0460'MARK SETS TO THE LEFT (NORTH) OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1149 ***********************************************************************
 LH1149  DESIGNATION -  80 2
 LH1149  PID         -  LH1149
 LH1149  STATE/COUNTY-  NE/HALL
 LH1149  USGS QUAD   -  ALDA (1993)
 LH1149
 LH1149                         *CURRENT SURVEY CONTROL
 LH1149  ___________________________________________________________________
 LH1149* NAD 83(1995)-  40 48 03.17538(N)    098 28 30.10533(W)     ADJUSTED  
 LH1149* NAVD 88     -       582.7    (meters)    1912.     (feet)  VERTCON   
 LH1149  ___________________________________________________________________
 LH1149  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LH1149  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 LH1149
 LH1149  HORZ ORDER  -  SECOND
 LH1149
 LH1149.The horizontal coordinates were established by classical geodetic methods
 LH1149.and adjusted by the National Geodetic Survey in August 1997..
 LH1149
 LH1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1149
 LH1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1149
 LH1149.The geoid height was determined by GEOID03.
 LH1149
 LH1149;                    North         East     Units Scale Factor Converg.
 LH1149;SPC NE       -   108,559.374   628,648.101   MT  0.99973371   +1 00 38.1
 LH1149;UTM  14      - 4,516,786.029   544,283.537   MT  0.99962414   +0 20 34.9
 LH1149
 LH1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1149!SPC NE       -   0.99991251  x   0.99973371  =   0.99964625
 LH1149!UTM  14      -   0.99991251  x   0.99962414  =   0.99953669
 LH1149
 LH1149:                Primary Azimuth Mark                     Grid Az
 LH1149:SPC NE       -  80 2 AZ MK                               072 15 24.2
 LH1149:UTM  14      -  80 2 AZ MK                               072 55 27.4
 LH1149
 LH1149|---------------------------------------------------------------------|
 LH1149| PID    Reference Object                     Distance      Geod. Az  |
 LH1149|                                                           dddmmss.s |
 LH1149| CN8480 80 2 AZ MK                                         0731602.3 |
 LH1149| CN8481 80 2 RM 1                            27.496 METERS 13443     |
 LH1149| LH1131 HASTINGS TV STATION KHAS TOWER      APPROX.18.5 KM 1552434.5 |
 LH1149| CN8482 80 2 RM 2                            19.974 METERS 26112     |
 LH1149| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX.11.0 KM 2805609.8 |
 LH1149|---------------------------------------------------------------------|
 LH1149
 LH1149                          SUPERSEDED SURVEY CONTROL
 LH1149
 LH1149  NAD 83(1986)-  40 48 03.18278(N)    098 28 30.10639(W) AD(       ) 2
 LH1149  NAD 27      -  40 48 03.13390(N)    098 28 28.86600(W) AD(       ) 2
 LH1149  NGVD 29 (07/19/86)  582.5    (m)         1911.     (f) VERT ANG       
 LH1149
 LH1149.Superseded values are not recommended for survey control.
 LH1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1149.See file dsdata.txt to determine how the superseded data were derived.
 LH1149
 LH1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4428416786(NAD 83)
 LH1149_MARKER: DS = TRIANGULATION STATION DISK
 LH1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1149
 LH1149  HISTORY     - Date     Condition        Report By
 LH1149  HISTORY     - 1959     MONUMENTED       CGS
 LH1149
 LH1149                          STATION DESCRIPTION
 LH1149
 LH1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1149'STATION IS LOCATED ABOUT 5.0 MILES NORTHWEST OF DONIPHAN, IN THE
 LH1149'SE CORNER OF THE SE 1/4 SEC. 30, T 10 N, R 10 W AND IN ALDA
 LH1149'TOWNSHIP.
 LH1149'
 LH1149'STATION, STAMPED 80-2 1959, IS SET ABOUT 6 INCHES BELOW THE
 LH1149'SURFACE OF THE GROUND.  IT IS 7.3 FEET SOUTH OF A STANDARD METAL
 LH1149'WITNESS POST, 8.5 FEET SOUTH OF THE SOUTH END OF A NORTH-SOUTH
 LH1149'FENCE, 91.5 FEET NORTHWEST OF A POWERLINE POLE IN THE SOUTHEAST
 LH1149'ANGLE OF THE ROAD, 34.0 FEET WEST OF THE CENTERLINE OF THE
 LH1149'NORTH-SOUTH ROAD AND 36.0 FEET NORTH OF THE CENTERLINE OF THE
 LH1149'EAST-WEST ROAD.  IN THE NORTHWEST ANGLE OF THE ROADS.
 LH1149'
 LH1149'R.M. 1, STAMPED 80-2 NO. 1 1959, IS SET IN THE TOP OF A 4 INCH
 LH1149'TRANSITE PIPE THAT IS ABOUT 30 INCHES LONG, FILLED WITH CONCRETE
 LH1149'AND PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 LH1149'IS 1.3 FEET NORTH OF A POWERLINE POLE, 32.0 FEET EAST OF THE
 LH1149'CENTERLINE OF THE ROAD AND IS SET IN THE SOUTHEAST ANGLE OF THE
 LH1149'ROAD.
 LH1149'
 LH1149'R.M. 2, STAMPED 80-2 NO. 2 1959, IS SET IN THE TOP OF A 4 INCH
 LH1149'TRANSITE PIPE FILLED WITH CONCRETE.  IT IS ABOUT 30 INCHES LONG
 LH1149'AND PROJECTS ABOUT 3 INCHES.  IT IS 25.0 FEET NORTH OF THE
 LH1149'CENTERLINE OF THE EAST-WEST ROAD, 48.0 FEET WEST OF THE EAST END
 LH1149'OF THE EAST-WEST FENCE ON THE NORTH SIDE OF THE ROAD,
 LH1149'0.5 FEET NORTH OF THE EAST-WEST FENCE ON THE NORTH SIDE OF THE
 LH1149'ROAD AND ABOUT 2 FEET ABOVE THE ELEVATION OF THE STATION.
 LH1149'
 LH1149'AZIMUTH MARK, STAMPED 80-2 1959, SET IN THE TOP OF A 4 INCH
 LH1149'TRANSITE PIPE FILLED WITH CONCRETE THAT PROJECTS ABOUT 3 INCHES.
 LH1149'IT IS 1.0 FEET NORTH OF A STANDARD METAL WITNESS POST, 1.0 FEET
 LH1149'EAST OF THE NORTH-SOUTH FENCE AND 8.5 FEET WEST OF THE CENTERLINE
 LH1149'OF THE ROAD LEADING TO A FARM HOUSE.
 LH1149'
 LH1149'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL
 LH1149'ROAD FOR 1.0 MILES, TURN RIGHT, GO EAST ON GRAVEL ROAD FOR 1.0
 LH1149'MILES, TURN RIGHT, GO SOUTH ON GRAVEL ROAD FOR 0.55 MILES TO THE
 LH1149'END OF THE GRAVEL ROAD, CONTINUE ON TRACK ROAD FOR 0.1 MILES TO
 LH1149'THE AZIMUTH MARK ON THE RIGHT, WEST SIDE OF THE ROAD.
 LH1149'
 LH1149'TO REACH THE STATION FROM THE SECTION LINE ROAD IN THE WEST PART
 LH1149'OF ALDA, GO SOUTH ON GRAVEL ROAD FOR 4.5 MILES TO AN UNIMPROVED
 LH1149'ROAD TO THE WEST AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1151 ***********************************************************************
 LH1151  DESIGNATION -  80 2 A
 LH1151  PID         -  LH1151
 LH1151  STATE/COUNTY-  NE/HALL
 LH1151  USGS QUAD   -  ALDA (1993)
 LH1151
 LH1151                         *CURRENT SURVEY CONTROL
 LH1151  ___________________________________________________________________
 LH1151* NAD 83(1995)-  40 47 37.47190(N)    098 29 37.29028(W)     ADJUSTED  
 LH1151* NAVD 88     -       587.21   (+/-2cm)    1926.5    (feet)  VERTCON   
 LH1151  ___________________________________________________________________
 LH1151  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 LH1151  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 LH1151
 LH1151  HORZ ORDER  -  SECOND
 LH1151  VERT ORDER  -  THIRD ? (See Below)
 LH1151
 LH1151.The horizontal coordinates were established by classical geodetic methods
 LH1151.and adjusted by the National Geodetic Survey in August 1997..
 LH1151
 LH1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1151.The vertical order pertains to the NGVD 29 superseded value.
 LH1151
 LH1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1151
 LH1151.The geoid height was determined by GEOID03.
 LH1151
 LH1151;                    North         East     Units Scale Factor Converg.
 LH1151;SPC NE       -   107,739.224   627,087.684   MT  0.99973524   +0 59 53.6
 LH1151;UTM  14      - 4,515,984.203   542,713.846   MT  0.99962246   +0 19 50.9
 LH1151
 LH1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1151!SPC NE       -   0.99991181  x   0.99973524  =   0.99964707
 LH1151!UTM  14      -   0.99991181  x   0.99962246  =   0.99953430
 LH1151
 LH1151:                Primary Azimuth Mark                     Grid Az
 LH1151:SPC NE       -  80 2                                     062 16 25.8
 LH1151:UTM  14      -  80 2                                     062 56 28.5
 LH1151
 LH1151|---------------------------------------------------------------------|
 LH1151| PID    Reference Object                     Distance      Geod. Az  |
 LH1151|                                                           dddmmss.s |
 LH1151| LH1149 80 2                                APPROX. 1.8 KM 0631619.4 |
 LH1151| CN8483 80 2 A WM                            10.869 METERS 07921     |
 LH1151| LH0098 N 286                                71.220 METERS 16635     |
 LH1151|---------------------------------------------------------------------|
 LH1151
 LH1151                          SUPERSEDED SURVEY CONTROL
 LH1151
 LH1151  NAD 83(1986)-  40 47 37.47922(N)    098 29 37.29144(W) AD(       ) 2
 LH1151  NAD 27      -  40 47 37.43080(N)    098 29 36.04920(W) AD(       ) 2
 LH1151  NGVD 29 (07/19/86)  586.96   (m)         1925.7    (f) LEVELING    3  
 LH1151
 LH1151.Superseded values are not recommended for survey control.
 LH1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1151.See file dsdata.txt to determine how the superseded data were derived.
 LH1151
 LH1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4271415984(NAD 83)
 LH1151_MARKER: I = METAL ROD
 LH1151_SETTING: 0 = UNSPECIFIED SETTING
 LH1151
 LH1151  HISTORY     - Date     Condition        Report By
 LH1151  HISTORY     - 1959     MONUMENTED       CGS
 LH1151
 LH1151                          STATION DESCRIPTION
 LH1151
 LH1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1151'STATION IS LOCATED 1.5 MILES WEST AND 5 MILES SOUTH OF ALDA, ON
 LH1151'THE WEST EDGE OF THE ROAD, IN THE SOUTHWEST CORNER OF THE
 LH1151'NORTHEAST 1/4 SECTION 36, R 10 N AND R 11 W.
 LH1151'
 LH1151'THE STATION IS MARKED SEMI-PERMANENTLY WITH A CIRCULAR 1 INCH
 LH1151'IRON ROAD WITH A PUNCH MARK DENOTING THE CENTER AND IN THE BERM OF
 LH1151'THE ROADWAY, 12.2 FEET WEST OF THE CENTERLINE OF THE PAVEMENT,
 LH1151'8.1 FEET SOUTH OF A MAIL BOX, 233.69 FEET NORTH OF BENCH MARK N286
 LH1151'IN THE EAST END OF ABUTMENT AT THE NORTH END OF THE BRIDGE.
 LH1151'
 LH1151'TO REACH THE STATION FROM ALDA, GO WEST ON U.S. HIGHWAY 30
 LH1151'FOR 1.8 MILES, TURN LEFT, GO SOUTH ON SECTION LINE ROAD FOR 0.8
 LH1151'MILE, TURN LEFT, GO EAST FOR 0.2 MILE, TURN RIGHT, GO SOUTH FOR
 LH1151'3.5 MILES TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0462 ***********************************************************************
 MM0462  DESIGNATION -  80 20
 MM0462  PID         -  MM0462
 MM0462  STATE/COUNTY-  NE/KEITH
 MM0462  USGS QUAD   -  PAXTON SOUTH (1971)
 MM0462
 MM0462                         *CURRENT SURVEY CONTROL
 MM0462  ___________________________________________________________________
 MM0462* NAD 83(1995)-  41 06 25.36273(N)    101 21 55.36270(W)     ADJUSTED  
 MM0462* NAVD 88     -       953.4    (meters)    3128.     (feet)  VERTCON   
 MM0462  ___________________________________________________________________
 MM0462  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 MM0462  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 MM0462
 MM0462  HORZ ORDER  -  SECOND
 MM0462
 MM0462.The horizontal coordinates were established by classical geodetic methods
 MM0462.and adjusted by the National Geodetic Survey in August 1997..
 MM0462
 MM0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0462
 MM0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0462
 MM0462.The geoid height was determined by GEOID03.
 MM0462
 MM0462;                    North         East     Units Scale Factor Converg.
 MM0462;SPC NE       -   142,320.432   385,350.841   MT  0.99968267   -0 54 17.4
 MM0462;UTM  14      - 4,553,336.534   301,382.486   MT  1.00008554   -1 33 20.4
 MM0462
 MM0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0462!SPC NE       -   0.99985386  x   0.99968267  =   0.99953658
 MM0462!UTM  14      -   0.99985386  x   1.00008554  =   0.99993939
 MM0462
 MM0462:                Primary Azimuth Mark                     Grid Az
 MM0462:SPC NE       -  80 20 AZ MK                              091 16 20.1
 MM0462:UTM  14      -  80 20 AZ MK                              091 55 23.1
 MM0462
 MM0462|---------------------------------------------------------------------|
 MM0462| PID    Reference Object                     Distance      Geod. Az  |
 MM0462|                                                           dddmmss.s |
 MM0462| MM0463 80 20 AZ MK                         APPROX. 0.7 KM 0902202.7 |
 MM0462| MM0558 80 20 RM 1                           27.566 METERS 09309     |
 MM0462| MM0559 80 20 RM 2                           50.536 METERS 26657     |
 MM0462|---------------------------------------------------------------------|
 MM0462
 MM0462                          SUPERSEDED SURVEY CONTROL
 MM0462
 MM0462  NAD 83(1986)-  41 06 25.36478(N)    101 21 55.36770(W) AD(       ) 2
 MM0462  NAD 27      -  41 06 25.38718(N)    101 21 53.77451(W) AD(       ) 2
 MM0462  NGVD 29 (07/19/86)  953.0    (m)         3127.     (f) VERT ANG       
 MM0462
 MM0462.Superseded values are not recommended for survey control.
 MM0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0462.See file dsdata.txt to determine how the superseded data were derived.
 MM0462
 MM0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL0138253337(NAD 83)
 MM0462_MARKER: DH = HORIZONTAL CONTROL DISK
 MM0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0462_SP_SET: CONCRETE POST
 MM0462_STAMPING: 80-20 1963
 MM0462_MARK LOGO: NEDR  
 MM0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0462+STABILITY: SURFACE MOTION
 MM0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0462+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1986
 MM0462
 MM0462  HISTORY     - Date     Condition        Report By
 MM0462  HISTORY     - 1962     MONUMENTED       NEDR
 MM0462  HISTORY     - 1963     GOOD             NEDR
 MM0462  HISTORY     - 1971     GOOD             USGS
 MM0462  HISTORY     - 1971     GOOD             NGS
 MM0462  HISTORY     - 19860519 SEE DESCRIPTION  NGS
 MM0462
 MM0462                          STATION DESCRIPTION
 MM0462
 MM0462'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0462'STATION IS LOCATED ABOUT 1.2 MILES SOUTH AND 0.5 MILE WEST OF
 MM0462'THE POST OFFICE AT PAXTON IN THE SOUTHWEST 1/4 OF SECTION 8,
 MM0462'T13N, R35W.
 MM0462'
 MM0462'TO REACH THE STATION FROM THE POST OFFICE IN PAXTON, PROCEED
 MM0462'SOUTH 1.2 MILES ALONG OILED ROAD TO CANAL ROAD, TURN RIGHT (WEST)
 MM0462'ON CANAL ROAD AND PROCEED FOR 0.5 MILE TO STATION ON SPOIL
 MM0462'BANK ON THE NORTH SIDE OF THE ROAD.
 MM0462'
 MM0462'STATION IS A NEBRASKA DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0462'DISK STAMPED 80-20, 1962 WHICH IS SET FLUSH WITH THE GROUND
 MM0462'43.4 FEET NORTH OF THE CENTERLINE OF THE CANAL ROAD, 38.0 FEET
 MM0462'SOUTH OF THE EAST-WEST FENCE AND 2.2 FEET WEST OF A WITNESS
 MM0462'POST.  MONUMENT IS APPROXIMATELY 625 FEET EAST OF A BRIDGE
 MM0462'ACROSS THE CANAL.
 MM0462'
 MM0462'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0462'REFERENCE MARK DISK STAMPED 80-20, R.M. 1 WHICH IS SET IN A 6-INCH
 MM0462'CONCRETE POST THAT PROTRUDES 0.3 FOOT ABOVE THE GROUND.  IT
 MM0462'IS 90.5 FEET EAST ALONG SPOIL BANK FROM STATION, AND 6.0 FEET
 MM0462'FROM THE SOUTH SIDE OF BANK.
 MM0462'
 MM0462'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0462'REFERENCE MARK DISK STAMPED 80-20 R.M. 2 WHICH IS SET IN A
 MM0462'6-INCH CONCRETE POST THAT PROTRUDES 0.2 FOOT ABOVE THE GROUND.
 MM0462'IT IS 165.8 FEET WEST OF A STATION ON SPOIL BANK AND 6.0 FEET
 MM0462'NORTH OF THE SOUTH SIDE OF BANK.
 MM0462'
 MM0462'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0462'TRIANGULATION DISK STAMPED 80-20, 1962 SET IN THE TOP OF A
 MM0462'6-INCH CONCRETE POST THAT PROTRUDES 0.35 FOOT ABOVE THE GROUND.
 MM0462'IT IS 4.85 FEET WEST FROM THE NORTH-SOUTH FENCE, 7.45 FEET
 MM0462'SOUTH OF POWER POLE, 27.3 FEET SOUTH OF FENCE CORNER AND 1.8
 MM0462'FEET SOUTH OF WITNESS POST.
 MM0462'
 MM0462'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED 0.5 MILES
 MM0462'EAST ON CANAL ROAD TO INTERSECTION, MARK IS WEST OF NORTH-SOUTH
 MM0462'OILED ROAD AND NORTH OF CANAL ROAD IN THE NORTHWEST QUADRANT
 MM0462'OF THE INTERSECTION.
 MM0462
 MM0462                          STATION RECOVERY (1963)
 MM0462
 MM0462'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1963
 MM0462'RECOVERED IN GOOD CONDITION.
 MM0462
 MM0462                          STATION RECOVERY (1971)
 MM0462
 MM0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JFS)
 MM0462'STA. MK. AND REF. MKS. FOUND AS DESCRIBED.
 MM0462'
 MM0462'AZ. MK. WAS NOT FOUND AND APPEARS TO BE DESTROYED BY ROAD
 MM0462'CONSTRUCTION.
 MM0462
 MM0462                          STATION RECOVERY (1971)
 MM0462
 MM0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0462'STATION, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 MM0462'
 MM0462'1962 ROUTE DESCRIPTION ADEQUATE.
 MM0462
 MM0462                          STATION RECOVERY (1986)
 MM0462
 MM0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0462'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 MM0462'MARKS 1,2 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT WERE NOT FOUND
 MM0462'AND ARE PRESUMED DESTROYED.  MEASUREMENTS PLACE THE AZIMUTH MARK IN A
 MM0462'GRADED ROAD AND THE SPOIL BANK WHERE THE REFERENCE MARKS WERE IS NOW
 MM0462'GONE.  THE SPOIL BANK THE STATION IS LOCATED UPON IS BEING REMOVED,
 MM0462'THEREFORE, STATION--80-20 2--HAS BEEN ESTABLISHED ALONG WITH 2 NEW
 MM0462'REFERENCE MARKS AND AN AZIMUTH MARK.  SEE THE DESCRIPTIONS FOR THESE
 MM0462'NEW MARKS FOR FURTHER DETAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0551 ***********************************************************************
 MM0551  DESIGNATION -  80 20 2
 MM0551  PID         -  MM0551
 MM0551  STATE/COUNTY-  NE/KEITH
 MM0551  USGS QUAD   -  PAXTON SOUTH (1971)
 MM0551
 MM0551                         *CURRENT SURVEY CONTROL
 MM0551  ___________________________________________________________________
 MM0551* NAD 83(1995)-  41 06 19.42425(N)    101 21 49.38619(W)     ADJUSTED  
 MM0551* NAVD 88     -       959.1    (meters)    3147.     (feet)  VERTCON   
 MM0551  ___________________________________________________________________
 MM0551  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 MM0551  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 MM0551
 MM0551  HORZ ORDER  -  THIRD
 MM0551
 MM0551.The horizontal coordinates were established by classical geodetic methods
 MM0551.and adjusted by the National Geodetic Survey in August 1997..
 MM0551
 MM0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0551
 MM0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0551
 MM0551.The geoid height was determined by GEOID03.
 MM0551
 MM0551;                    North         East     Units Scale Factor Converg.
 MM0551;SPC NE       -   142,135.117   385,487.341   MT  0.99968287   -0 54 13.4
 MM0551;UTM  14      - 4,553,149.606   301,516.927   MT  1.00008488   -1 33 16.3
 MM0551
 MM0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0551!SPC NE       -   0.99985297  x   0.99968287  =   0.99953588
 MM0551!UTM  14      -   0.99985297  x   1.00008488  =   0.99993784
 MM0551
 MM0551|---------------------------------------------------------------------|
 MM0551| PID    Reference Object                     Distance      Geod. Az  |
 MM0551|                                                           dddmmss.s |
 MM0551| MM0556 80 20 2 RM 3                          7.334 METERS 08936     |
 MM0551| MM0557 80 20 2 RM 4                          7.296 METERS 27032     |
 MM0551| MM0462 80 20                               230.233 METERS 32243     |
 MM0551|---------------------------------------------------------------------|
 MM0551
 MM0551                          SUPERSEDED SURVEY CONTROL
 MM0551
 MM0551  NAD 83(1986)-  41 06 19.42631(N)    101 21 49.39122(W) AD(       ) 3
 MM0551  NGVD 29 (02/17/94)  958.7    (m)         3145.     (f) VERT ANG       
 MM0551
 MM0551.Superseded values are not recommended for survey control.
 MM0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0551.See file dsdata.txt to determine how the superseded data were derived.
 MM0551
 MM0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL0151753150(NAD 83)
 MM0551_MARKER: DH = HORIZONTAL CONTROL DISK
 MM0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0551_SP_SET: CONCRETE POST
 MM0551_STAMPING: 80-20 2 1986
 MM0551_MARK LOGO: NGS   
 MM0551_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MM0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0551+STABILITY: SURFACE MOTION
 MM0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0551+SATELLITE: SATELLITE OBSERVATIONS - 1986
 MM0551
 MM0551  HISTORY     - Date     Condition        Report By
 MM0551  HISTORY     - 1986     MONUMENTED       NGS
 MM0551
 MM0551                          STATION DESCRIPTION
 MM0551
 MM0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0551'THE STATION IS LOCATED ABOUT 2.8 KM (1.7 MI) SOUTHWEST FROM PAXTON,
 MM0551'0.8 KM (0.5 MI) SOUTH FROM INTERSTATE HIGHWAY 80 AND ON THE SOUTH
 MM0551'RIGHT-OF-WAY OF A KEITH COUNTY ROAD.
 MM0551'TO REACH THE STATION FROM THE POST OFFICE IN PAXTON, GO SOUTH ON THE
 MM0551'MAIN STREET FOR 1.45 KM (0.90 MI) TO AN OVERPASS BRIDGE OVER
 MM0551'INTERSTATE HIGHWAY 80 AND THE AZIMUTH MARK AT THE SOUTHWEST CORNER OF
 MM0551'THE BRIDGE. CONTINUE SOUTH FOR 0.32 KM (0.20 MI) TO A ROAD ON THE
 MM0551'LEFT AND A CEMETERY ON THE RIGHT.  CONTINUE SOUTH FOR 0.24 KM
 MM0551'(0.15 MI) TO A ROAD ON THE RIGHT, JUST SOUTH OF A CANAL.  TURN RIGHT
 MM0551'AND GO WEST ON A GRADED ROAD FOR 0.64 KM (0.40 MI) TO THE STATION ON
 MM0551'THE LEFT.
 MM0551'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 MM0551'PROJECTS 0.050 M (0.164 FT) ABOVE THE GROUND SURFACE.  THE
 MM0551'UNDERGROUND MARK IS RECESSED 0.9 M (3.0 FT) BELOW THE GROUND SURFACE.
 MM0551'THE MARKS ARE 10.06 M (33.01 FT) SOUTH FROM THE CENTERLINE OF THE
 MM0551'ROAD, 2.04 M (6.69 FT) WEST-NORTHWEST FROM A POWER POLE, 0.73 M
 MM0551'(2.40 FT) EAST FROM A WITNESS POST AND 0.30 M (0.98 FT) NORTH FROM A
 MM0551'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0552 ***********************************************************************
 MM0552  DESIGNATION -  80 20 2 AZ MK
 MM0552  PID         -  MM0552
 MM0552  STATE/COUNTY-  NE/KEITH
 MM0552  USGS QUAD   -  PAXTON SOUTH (1971)
 MM0552
 MM0552                         *CURRENT SURVEY CONTROL
 MM0552  ___________________________________________________________________
 MM0552* NAD 83(1995)-  41 06 38.37729(N)    101 21 23.25274(W)     ADJUSTED  
 MM0552* NAVD 88     -       940.7    (meters)    3086.     (feet)  VERTCON   
 MM0552  ___________________________________________________________________
 MM0552  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 MM0552  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 MM0552
 MM0552  HORZ ORDER  -  THIRD
 MM0552
 MM0552.The horizontal coordinates were established by classical geodetic methods
 MM0552.and adjusted by the National Geodetic Survey in August 1997..
 MM0552
 MM0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0552
 MM0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0552
 MM0552.The geoid height was determined by GEOID03.
 MM0552
 MM0552;                    North         East     Units Scale Factor Converg.
 MM0552;SPC NE       -   142,709.950   386,106.030   MT  0.99968224   -0 53 56.1
 MM0552;UTM  14      - 4,553,717.601   302,142.357   MT  1.00008183   -1 32 59.7
 MM0552
 MM0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0552!SPC NE       -   0.99985585  x   0.99968224  =   0.99953814
 MM0552!UTM  14      -   0.99985585  x   1.00008183  =   0.99993767
 MM0552
 MM0552                          SUPERSEDED SURVEY CONTROL
 MM0552
 MM0552  NAD 83(1986)-  41 06 38.37928(N)    101 21 23.25782(W) AD(       ) 3
 MM0552  NGVD 29 (02/17/94)  940.3    (m)         3085.     (f) VERT ANG       
 MM0552
 MM0552.Superseded values are not recommended for survey control.
 MM0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0552.See file dsdata.txt to determine how the superseded data were derived.
 MM0552
 MM0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL0214253718(NAD 83)
 MM0552_MARKER: DZ = AZIMUTH MARK DISK
 MM0552_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MM0552_SP_SET: BRIDGE ABUTMENT
 MM0552_STAMPING: 80-20 2 1986
 MM0552_MARK LOGO: NGS   
 MM0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0552+SATELLITE: SATELLITE OBSERVATIONS - 1986
 MM0552
 MM0552  HISTORY     - Date     Condition        Report By
 MM0552  HISTORY     - 1986     MONUMENTED       NGS
 MM0552
 MM0552                          STATION DESCRIPTION
 MM0552
 MM0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0552'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTH FROM PAXTON, AT THE
 MM0552'SOUTHWEST CORNER OF THE OVERPASS BRIDGE OF THE ACCESS ROAD TO PAXTON
 MM0552'FROM INTERSTATE HIGHWAY 80.
 MM0552'TO REACH FROM THE PAXTON POST OFFICE, GO SOUTH ON THE MAIN STREET FOR
 MM0552'1.45 KM (0.90 MI) TO THE STATION ON THE LEFT, AT THE SOUTHWEST CORNER
 MM0552'OF THE OVERPASS BRIDGE.
 MM0552'THE DISK IS CEMENTED INTO A DRILLED HOLE IN THE SOUTHWEST WINGWALL OF
 MM0552'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0471 ***********************************************************************
 MM0471  DESIGNATION -  80 20 A AZ MK
 MM0471  PID         -  MM0471
 MM0471  STATE/COUNTY-  NE/KEITH
 MM0471  USGS QUAD   -  OGALLALA SE (1971)
 MM0471
 MM0471                         *CURRENT SURVEY CONTROL
 MM0471  ___________________________________________________________________
 MM0471* NAD 83(1995)-  41 06 20.61690(N)    101 31 09.77425(W)     ADJUSTED  
 MM0471* NAVD 88     -       952.     (meters)    3123.     (feet)  VERTCON   
 MM0471  ___________________________________________________________________
 MM0471  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 MM0471  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 MM0471
 MM0471  HORZ ORDER  -  SECOND
 MM0471
 MM0471.The horizontal coordinates were established by classical geodetic methods
 MM0471.and adjusted by the National Geodetic Survey in August 1997..
 MM0471
 MM0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0471
 MM0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0471
 MM0471.The geoid height was determined by GEOID03.
 MM0471
 MM0471;                    North         East     Units Scale Factor Converg.
 MM0471;SPC NE       -   142,389.831   372,418.073   MT  0.99968283   -1 00 24.8
 MM0471;UTM  14      - 4,553,552.842   288,445.711   MT  1.00015086   -1 39 25.1
 MM0471
 MM0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0471!SPC NE       -   0.99985397  x   0.99968283  =   0.99953685
 MM0471!UTM  14      -   0.99985397  x   1.00015086  =   1.00000481
 MM0471
 MM0471                          SUPERSEDED SURVEY CONTROL
 MM0471
 MM0471  NAD 83(1986)-  41 06 20.61850(N)    101 31 09.77952(W) AD(       ) 2
 MM0471  NAD 27      -  41 06 20.64446(N)    101 31 08.16622(W) AD(       ) 2
 MM0471  NGVD 29 (07/19/86)  952.     (m)         3123.     (f) VERT ANG       
 MM0471
 MM0471.Superseded values are not recommended for survey control.
 MM0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0471.See file dsdata.txt to determine how the superseded data were derived.
 MM0471
 MM0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL8844653553(NAD 83)
 MM0471_MARKER: DZ = AZIMUTH MARK DISK
 MM0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0471+STABILITY: SURFACE MOTION
 MM0471
 MM0471  HISTORY     - Date     Condition        Report By
 MM0471  HISTORY     - 1963     MONUMENTED       NEDR
 MM0471  HISTORY     - 19980711 GOOD             USPSQD
 MM0471
 MM0471                          STATION DESCRIPTION
 MM0471
 MM0471'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0471'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0471'AZIMUTH MARK DISK STAMPED 80-20A, 1962 WHICH IS SET IN THE
 MM0471'TOP OF A 6-INCH CONCRETE POST.  IT IS SET 0.3 FOOT ABOVE
 MM0471'THE GROUND ELEVATION, 1.9 FEET NORTH OF WITNESS POST, 23.7
 MM0471'FEET NORTH OF CORNER FENCE POST, 58.9 FEET NORTHWEST FROM THE
 MM0471'CENTER OF THE INTERSECTION OF THE COUNTY ROAD AND FIELD DRIVE
 MM0471'TO THE NORTH.  THE MONUMENT IS SET ON THE WEST SIDE OF THE
 MM0471'FIELD DRIVE.  THE FIELD DRIVE IS ON THE SECTION LINE BETWEEN
 MM0471'SECTIONS 11 AND 12, T13N, R37W.
 MM0471'
 MM0471'TO REACH THE AZIMUTH MARK FROM STATION 80-20A NEDR, PROCEED 0.6 MILE
 MM0471'WEST ON EAST-WEST COUNTY ROAD TO A FIELD DRIVE ON THE NORTH
 MM0471'SIDE OF THE COUNTY ROAD AND THE MONUMENT SET IN THE NORTHWEST
 MM0471'QUADRANT OF THE INTERSECTION.
 MM0471
 MM0471                          STATION RECOVERY (1998)
 MM0471
 MM0471'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0463 ***********************************************************************
 MM0463  DESIGNATION -  80 20 AZ MK
 MM0463  PID         -  MM0463
 MM0463  STATE/COUNTY-  NE/KEITH
 MM0463  USGS QUAD   -  PAXTON SOUTH (1971)
 MM0463
 MM0463                         *CURRENT SURVEY CONTROL
 MM0463  ___________________________________________________________________
 MM0463* NAD 83(1995)-  41 06 25.20827(N)    101 21 23.76584(W)     ADJUSTED  
 MM0463* NAVD 88     -       944.     (meters)    3097.     (feet)  VERTCON   
 MM0463  ___________________________________________________________________
 MM0463  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 MM0463  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 MM0463
 MM0463  HORZ ORDER  -  SECOND
 MM0463
 MM0463.The horizontal coordinates were established by classical geodetic methods
 MM0463.and adjusted by the National Geodetic Survey in August 1997..
 MM0463
 MM0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0463
 MM0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0463
 MM0463.The geoid height was determined by GEOID03.
 MM0463
 MM0463;                    North         East     Units Scale Factor Converg.
 MM0463;SPC NE       -   142,304.067   386,087.692   MT  0.99968268   -0 53 56.5
 MM0463;UTM  14      - 4,553,311.791   302,119.399   MT  1.00008194   -1 32 59.6
 MM0463
 MM0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0463!SPC NE       -   0.99985527  x   0.99968268  =   0.99953800
 MM0463!UTM  14      -   0.99985527  x   1.00008194  =   0.99993720
 MM0463
 MM0463                          SUPERSEDED SURVEY CONTROL
 MM0463
 MM0463  NAD 83(1986)-  41 06 25.21037(N)    101 21 23.77079(W) AD(       ) 2
 MM0463  NAD 27      -  41 06 25.23282(N)    101 21 22.17821(W) AD(       ) 2
 MM0463  NGVD 29 (07/19/86)  944.     (m)         3097.     (f) VERT ANG       
 MM0463
 MM0463.Superseded values are not recommended for survey control.
 MM0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0463.See file dsdata.txt to determine how the superseded data were derived.
 MM0463
 MM0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL0211953312(NAD 83)
 MM0463_MARKER: DD = SURVEY DISK
 MM0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0463_SP_SET: CONCRETE POST
 MM0463_STAMPING: 80-20 1963
 MM0463_MARK LOGO: NEDR  
 MM0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0463+STABILITY: SURFACE MOTION
 MM0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0463+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1986
 MM0463
 MM0463  HISTORY     - Date     Condition        Report By
 MM0463  HISTORY     - 1963     MONUMENTED       NEDR
 MM0463  HISTORY     - 1963     GOOD             NEDR
 MM0463  HISTORY     - 19860519 SEE DESCRIPTION  NGS
 MM0463
 MM0463                          STATION DESCRIPTION
 MM0463
 MM0463'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0463'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0463'TRIANGULATION DISK STAMPED 80-20, 1962 SET IN THE TOP OF A
 MM0463'6-INCH CONCRETE POST THAT PROTRUDES 0.35 FOOT ABOVE THE GROUND.
 MM0463'IT IS 4.85 FEET WEST FROM THE NORTH-SOUTH FENCE, 7.45 FEET
 MM0463'SOUTH OF POWER POLE, 27.3 FEET SOUTH OF FENCE CORNER AND 1.8
 MM0463'FEET SOUTH OF WITNESS POST.
 MM0463'
 MM0463'TO REACH THE AZIMUTH MARK FROM STATION 80-20 NEDR, PROCEED 0.5 MILES
 MM0463'EAST ON CANAL ROAD TO INTERSECTION, MARK IS WEST OF NORTH-SOUTH
 MM0463'OILED ROAD AND NORTH OF CANAL ROAD IN THE NORTHWEST QUADRANT
 MM0463'OF THE INTERSECTION.
 MM0463
 MM0463                          STATION RECOVERY (1963)
 MM0463
 MM0463'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1963
 MM0463'RECOVERED IN GOOD CONDITION.
 MM0463
 MM0463                          STATION RECOVERY (1986)
 MM0463
 MM0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0463'THE MARK WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE MEASUREMENTS PLACE
 MM0463'THE MARK IN A GRADED ROAD.  IT HAS, IN ALL PROBABILITY, BEEN
 MM0463'DESTROYED.  IT HAS BEEN REPLACED WITH--80-20 2 AZ MK.  FOR FURTHER
 MM0463'DETAILS SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0472 ***********************************************************************
 MM0472  DESIGNATION -  80 20A
 MM0472  PID         -  MM0472
 MM0472  STATE/COUNTY-  NE/KEITH
 MM0472  USGS QUAD   -  OGALLALA SE (1971)
 MM0472
 MM0472                         *CURRENT SURVEY CONTROL
 MM0472  ___________________________________________________________________
 MM0472* NAD 83(1995)-  41 06 20.38352(N)    101 30 29.55939(W)     ADJUSTED  
 MM0472* NAVD 88     -       965.6    (meters)    3168.     (feet)  VERTCON   
 MM0472  ___________________________________________________________________
 MM0472  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 MM0472  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 MM0472
 MM0472  HORZ ORDER  -  SECOND
 MM0472
 MM0472.The horizontal coordinates were established by classical geodetic methods
 MM0472.and adjusted by the National Geodetic Survey in August 1997..
 MM0472
 MM0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0472
 MM0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0472
 MM0472.The geoid height was determined by GEOID03.
 MM0472
 MM0472;                    North         East     Units Scale Factor Converg.
 MM0472;SPC NE       -   142,366.211   373,355.859   MT  0.99968284   -0 59 58.2
 MM0472;UTM  14      - 4,553,518.567   289,383.606   MT  1.00014598   -1 38 58.7
 MM0472
 MM0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0472!SPC NE       -   0.99985190  x   0.99968284  =   0.99953479
 MM0472!UTM  14      -   0.99985190  x   1.00014598  =   0.99999786
 MM0472
 MM0472:                Primary Azimuth Mark                     Grid Az
 MM0472:SPC NE       -  80 20                                    090 13 08.6
 MM0472:UTM  14      -  80 20                                    090 52 09.1
 MM0472
 MM0472|---------------------------------------------------------------------|
 MM0472| PID    Reference Object                     Distance      Geod. Az  |
 MM0472|                                                           dddmmss.s |
 MM0472| MM0462 80 20                               APPROX.12.0 KM 0891310.4 |
 MM0472| CP7198 80 20A RM 1                           8.312 METERS 11147     |
 MM0472| CP7199 80 20A RM 2                          10.125 METERS 25232     |
 MM0472| MM0471 80 20 A AZ MK                       APPROX. 0.9 KM 2702635.8 |
 MM0472|---------------------------------------------------------------------|
 MM0472
 MM0472                          SUPERSEDED SURVEY CONTROL
 MM0472
 MM0472  NAD 83(1986)-  41 06 20.38515(N)    101 30 29.56461(W) AD(       ) 2
 MM0472  NAD 27      -  41 06 20.41088(N)    101 30 27.95257(W) AD(       ) 2
 MM0472  NGVD 29 (07/19/86)  965.2    (m)         3167.     (f) VERT ANG       
 MM0472
 MM0472.Superseded values are not recommended for survey control.
 MM0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0472.See file dsdata.txt to determine how the superseded data were derived.
 MM0472
 MM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL8938453519(NAD 83)
 MM0472_MARKER: DD = SURVEY DISK
 MM0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0472
 MM0472  HISTORY     - Date     Condition        Report By
 MM0472  HISTORY     - 1962     MONUMENTED       NEDR
 MM0472  HISTORY     - 1971     GOOD             USGS
 MM0472  HISTORY     - 1985     GOOD             DMA
 MM0472  HISTORY     - 19980711 GOOD             USPSQD
 MM0472
 MM0472                          STATION DESCRIPTION
 MM0472
 MM0472'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0472'STATION IS LOCATED ABOUT 4.0 MILES EAST AND 1.6 MILE SOUTH
 MM0472'OF THE HULL GRAIN ELEVATOR AT ROSCOE IN S.E. 1/4 OF SECTION
 MM0472'12, T13N, R37W.
 MM0472'
 MM0472'TO REACH THE STATION FROM THE HULL GRAIN ELEVATOR, PROCEED
 MM0472'0.4 MILE EAST ON HIGHWAY 30, TURN RIGHT (SOUTH) ON SECTION
 MM0472'LINE ROAD AND PROCEED FOR 1.6 MILE TO INTERSECTION OF SECTION
 MM0472'LINE ROAD, TURN LEFT (EAST) AND PROCEED FOR 3.6 MILES TO
 MM0472'TOP OF HILL AND STATION ON THE LEFT.  STATION IS ON THE HIGHEST
 MM0472'POINT IN THE PASTURE ON THE NORTH SIDE OF THE ROAD,
 MM0472'APPROXIMATELY EIGHT FEET NORTH OF THE EAST-WEST FENCE.
 MM0472'
 MM0472'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0472'TRIANGULATION DISK STAMPED 80-20A, 1962 WHICH IS SET FLUSH
 MM0472'WITH THE GROUND 8.2 FEET NORTH OF EAST-WEST FENCE LINE, 8.5
 MM0472'FEET NORTH-NORTHEAST FROM POWER POLE, 41.0 FEET NORTH OF
 MM0472'CENTERLINE OF ROAD, 2.6 FEET SOUTH OF WITNESS POST.  THE
 MM0472'MONUMENT IS ABOUT 520 FEET EAST OF A FIELD ENTRANCE ON THE
 MM0472'NORTH SIDE OF COUNTY ROAD, ABOUT 450 FEET EAST OF A COUNTY
 MM0472'ROAD RUNNING SOUTH AND 423 FEET EAST OF THE SOUTH QUARTER
 MM0472'CORNER SEC. 12, T13N, R37W.
 MM0472'
 MM0472'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0472'REFERENCE MARK DISK STAMPED 80-20A, R.M. 1 THAT PROTRUDES 0.2
 MM0472'FOOT ABOVE THE GROUND.  IT IS SET ALONG THE EAST-WEST FENCE
 MM0472'LINE, 30.0 FEET EAST OF POWER POLE, 27.3 FEET SOUTHWEST OF
 MM0472'STATION AND 1.9 FEET SOUTH OF FENCE.
 MM0472'
 MM0472'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0472'REFERENCE MARK DISK STAMPED 80-20A, R.M. 2 WHICH PROTRUDES 0.2
 MM0472'ABOVE THE GROUND.  IT IS SET 27.5 FEET WEST OF POWER POLE, 2.15
 MM0472'FEET SOUTH OF FENCE AND 33.2 FEET SOUTHWEST OF STATION.
 MM0472'
 MM0472'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0472'AZIMUTH MARK DISK STAMPED 80-20A, 1962 WHICH IS SET IN THE
 MM0472'TOP OF A 6-INCH CONCRETE POST.  IT IS SET 0.3 FOOT ABOVE
 MM0472'THE GROUND ELEVATION, 1.9 FEET NORTH OF WITNESS POST, 23.7
 MM0472'FEET NORTH OF CORNER FENCE POST, 58.9 FEET NORTHWEST FROM THE
 MM0472'CENTER OF THE INTERSECTION OF THE COUNTY ROAD AND FIELD DRIVE
 MM0472'TO THE NORTH.  THE MONUMENT IS SET ON THE WEST SIDE OF THE
 MM0472'FIELD DRIVE.  THE FIELD DRIVE IS ON THE SECTION LINE BETWEEN
 MM0472'SECTIONS 11 AND 12, T13N, R37W.
 MM0472'
 MM0472'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED 0.6 MILE
 MM0472'WEST ON EAST-WEST COUNTY ROAD TO A FIELD DRIVE ON THE NORTH
 MM0472'SIDE OF THE COUNTY ROAD AND THE MONUMENT SET IN THE NORTHWEST
 MM0472'QUADRANT OF THE INTERSECTION.
 MM0472
 MM0472                          STATION RECOVERY (1971)
 MM0472
 MM0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JFS)
 MM0472'STA. MK. WAS FOUND AS DESCRIBED.
 MM0472'
 MM0472'AZ. MK. AND BOTH REF. MKS. APPEAR TO BE DESTROYED BY ROAD
 MM0472'CONSTRUCTION.
 MM0472
 MM0472                          STATION RECOVERY (1985)
 MM0472
 MM0472'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (CW)
 MM0472'80-20 A 1962 FOUND GOOD.
 MM0472'80-20 A RM 1 FOUND GOOD.
 MM0472'80-20 A RM 2 FOUND DISTURBED (DISK MISSING).
 MM0472'
 MM0472'AZIMUTH MARK NOT SEARCHED FOR.
 MM0472'
 MM0472'TO REACH ADEQUATE.
 MM0472
 MM0472                          STATION RECOVERY (1998)
 MM0472
 MM0472'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0470 ***********************************************************************
 MM0470  DESIGNATION -  80 21
 MM0470  PID         -  MM0470
 MM0470  STATE/COUNTY-  NE/KEITH
 MM0470  USGS QUAD   -  OGALLALA SE (1971)
 MM0470
 MM0470                         *CURRENT SURVEY CONTROL
 MM0470  ___________________________________________________________________
 MM0470* NAD 83(1995)-  41 05 26.42008(N)    101 35 45.26157(W)     ADJUSTED  
 MM0470* NAVD 88     -      1009.6    (meters)    3312.     (feet)  VERTCON   
 MM0470  ___________________________________________________________________
 MM0470  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 MM0470  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 MM0470
 MM0470  HORZ ORDER  -  SECOND
 MM0470
 MM0470.The horizontal coordinates were established by classical geodetic methods
 MM0470.and adjusted by the National Geodetic Survey in August 1997..
 MM0470
 MM0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0470
 MM0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0470
 MM0470.The geoid height was determined by GEOID03.
 MM0470
 MM0470;                    North         East     Units Scale Factor Converg.
 MM0470;SPC NE       -   140,834.501   365,962.222   MT  0.99968469   -1 03 27.4
 MM0470;UTM  14      - 4,552,070.095   281,969.505   MT  1.00018510   -1 42 24.6
 MM0470
 MM0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0470!SPC NE       -   0.99984498  x   0.99968469  =   0.99952972
 MM0470!UTM  14      -   0.99984498  x   1.00018510  =   1.00003005
 MM0470
 MM0470|---------------------------------------------------------------------|
 MM0470| PID    Reference Object                     Distance      Geod. Az  |
 MM0470|                                                           dddmmss.s |
 MM0470| CP7200 80 21 RM 1                           21.336 METERS 15758     |
 MM0470| CP7201 80 21 RM 2                           46.607 METERS 34040     |
 MM0470| MM0469 80 21 AZ MK                         APPROX. 0.8 KM 3590454.0 |
 MM0470|---------------------------------------------------------------------|
 MM0470
 MM0470                          SUPERSEDED SURVEY CONTROL
 MM0470
 MM0470  NAD 83(1986)-  41 05 26.42118(N)    101 35 45.26681(W) AD(       ) 2
 MM0470  NAD 27      -  41 05 26.44987(N)    101 35 43.64843(W) AD(       ) 2
 MM0470  NGVD 29 (07/19/86) 1009.2    (m)         3311.     (f) VERT ANG       
 MM0470
 MM0470.Superseded values are not recommended for survey control.
 MM0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0470.See file dsdata.txt to determine how the superseded data were derived.
 MM0470
 MM0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL8197052070(NAD 83)
 MM0470_MARKER: DD = SURVEY DISK
 MM0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0470
 MM0470  HISTORY     - Date     Condition        Report By
 MM0470  HISTORY     - 1962     MONUMENTED       NEDR
 MM0470  HISTORY     - 1971     GOOD             USGS
 MM0470  HISTORY     - 19980711 GOOD             USPSQD
 MM0470
 MM0470                          STATION DESCRIPTION
 MM0470
 MM0470'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0470'STATION IS LOCATED ABOUT 2.7 MILES SOUTH AND 0.6 MILE WEST
 MM0470'OF THE HULL GRAIN ELEVATOR AT ROSCOE IN THE N.W. 1/4 OF
 MM0470'SECTION 20, T13N, R37W.
 MM0470'
 MM0470'TO REACH THE STATION FROM THE HULL GRAIN ELEVATOR AT ROSCOE
 MM0470'PROCEED EAST ON HIGHWAY 30 FOR 0.4 MILE, TURN RIGHT (SOUTH)
 MM0470'AT THE SECTION LINE ROAD AND PROCEED FOR 1.6 MILE, TURN RIGHT
 MM0470'(WEST) AND CONTINUE ON COUNTY ROAD FOR 1.0 MILE, TURN LEFT
 MM0470'(SOUTH) AND PROCEED FOR 1.1 MILE ON COUNTY ROAD TO THE TOP
 MM0470'OF THE HILL.  STATION IS ON THE EAST SHOULDER OF THE COUNTY
 MM0470'ROAD.
 MM0470'
 MM0470'STATION IS A NEBRASKA DEPARTMENT OF ROADS STANDARD TRIANGULATION
 MM0470'DISK STAMPED 80-21, 1962 THAT IS BURIED 1.2 FEET BELOW THE
 MM0470'ROAD ELEVATION.  IT IS 26.0 FEET WEST FROM A WITNESS POST,
 MM0470'9.0 FEET EAST OF THE CENTERLINE OF ROAD.
 MM0470'
 MM0470'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0470'REFERENCE MARK DISK STAMPED 80-21 R.M. 1 WHICH PROTRUDES 0.3
 MM0470'FOOT ABOVE THE GROUND AND IS 1.9 FEET SOUTH OF WITNESS POST
 MM0470'AND 35.1 FEET EAST OF THE CENTERLINE OF THE ROAD.
 MM0470'
 MM0470'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0470'REFERENCE MARK DISK STAMPED 80-21 R.M. 2 WHICH PROJECTS 0.35
 MM0470'FOOT ABOVE THE GROUND AND IS 2.75 FEET EAST OF POWER POLE
 MM0470'AND 42.2 FEET WEST OF THE CENTERLINE OF ROAD.
 MM0470'
 MM0470'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0470'AZIMUTH MARK DISK SET IN THE TOP OF A 6-INCH ROUND CONCRETE
 MM0470'POST, WHICH PROTRUDES 0.2 FOOT ABOVE THE GROUND LEVEL.  IT IS
 MM0470'2.8 FEET EAST OF FENCE LINE, 2.9 FEET EASTERLY FROM FENCE
 MM0470'CORNER POST, 34.8 FEET WEST OF CENTERLINE OF ROAD, 2.0 FEET
 MM0470'EAST OF WITNESS POST.
 MM0470'
 MM0470'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH ON
 MM0470'COUNTY ROAD FOR 0.55 MILE.  MARK IS IN THE WEST DITCH ABOUT
 MM0470'3 FEET EAST OF NORTH-SOUTH FENCE.
 MM0470
 MM0470                          STATION RECOVERY (1971)
 MM0470
 MM0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JFS)
 MM0470'STA. MK. WAS FOUND AS DESCRIBED.
 MM0470'
 MM0470'REF. MK. 1 POST IS IN PLACE BUT TABLET IS GONE.
 MM0470'
 MM0470'REF. MK. 2 WAS NOT FOUND.
 MM0470'
 MM0470'AZ. MK. WAS FOUND AS DESCRIBED.
 MM0470
 MM0470                          STATION RECOVERY (1998)
 MM0470
 MM0470'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0475 ***********************************************************************
 MM0475  DESIGNATION -  80 21 A AZ MK
 MM0475  PID         -  MM0475
 MM0475  STATE/COUNTY-  NE/KEITH
 MM0475  USGS QUAD   -  OGALLALA SW (1971)
 MM0475
 MM0475                         *CURRENT SURVEY CONTROL
 MM0475  ___________________________________________________________________
 MM0475* NAD 83(1995)-  41 04 50.62071(N)    101 40 20.55718(W)     ADJUSTED  
 MM0475* NAVD 88     -      1037.     (meters)    3402.     (feet)  VERTCON   
 MM0475  ___________________________________________________________________
 MM0475  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 MM0475  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 MM0475
 MM0475  HORZ ORDER  -  SECOND
 MM0475
 MM0475.The horizontal coordinates were established by classical geodetic methods
 MM0475.and adjusted by the National Geodetic Survey in August 1997..
 MM0475
 MM0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0475
 MM0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0475
 MM0475.The geoid height was determined by GEOID03.
 MM0475
 MM0475;                    North         East     Units Scale Factor Converg.
 MM0475;SPC NE       -   139,852.083   359,518.964   MT  0.99968595   -1 06 29.8
 MM0475;UTM  14      - 4,551,160.238   275,512.196   MT  1.00022028   -1 45 24.5
 MM0475
 MM0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0475!SPC NE       -   0.99984060  x   0.99968595  =   0.99952660
 MM0475!UTM  14      -   0.99984060  x   1.00022028  =   1.00006084
 MM0475
 MM0475                          SUPERSEDED SURVEY CONTROL
 MM0475
 MM0475  NAD 83(1986)-  41 04 50.62134(N)    101 40 20.56237(W) AD(       ) 2
 MM0475  NAD 27      -  41 04 50.65194(N)    101 40 18.93715(W) AD(       ) 2
 MM0475  NGVD 29 (07/19/86) 1037.     (m)         3402.     (f) VERT ANG       
 MM0475
 MM0475.Superseded values are not recommended for survey control.
 MM0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0475.See file dsdata.txt to determine how the superseded data were derived.
 MM0475
 MM0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7551251160(NAD 83)
 MM0475_MARKER: DZ = AZIMUTH MARK DISK
 MM0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0475+STABILITY: SURFACE MOTION
 MM0475
 MM0475  HISTORY     - Date     Condition        Report By
 MM0475  HISTORY     - 1963     MONUMENTED       NEDR
 MM0475  HISTORY     - 19980711 GOOD             USPSQD
 MM0475
 MM0475                          STATION DESCRIPTION
 MM0475
 MM0475'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0475'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0475'MARK DISK STAMPED 80-21A, 1962 SET IN THE TOP OF A 6-INCH
 MM0475'ROUND CONCRETE POST, WHICH PROTRUDES 0.25 FOOT ABOVE THE GROUND
 MM0475'LEVEL.  IT IS 2.35 FEET WEST OF FENCE LINE, 27.6 FEET EAST OF
 MM0475'CENTERLINE OF ROAD AND 1.7 FEET WEST OF WITNESS POST.
 MM0475'
 MM0475'TO REACH THE AZIMUTH MARK FROM STATION 80-21A NEDR PROCEED SOUTH ON
 MM0475'SECTION LINE ROAD FOR 0.4 MILE TO MARK ON THE EAST SIDE OF THE
 MM0475'ROAD, 2.0 FEET WEST OF THE NORTH-SOUTH FENCE.
 MM0475
 MM0475                          STATION RECOVERY (1998)
 MM0475
 MM0475'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0469 ***********************************************************************
 MM0469  DESIGNATION -  80 21 AZ MK
 MM0469  PID         -  MM0469
 MM0469  STATE/COUNTY-  NE/KEITH
 MM0469  USGS QUAD   -  OGALLALA SE (1971)
 MM0469
 MM0469                         *CURRENT SURVEY CONTROL
 MM0469  ___________________________________________________________________
 MM0469* NAD 83(1995)-  41 05 53.89470(N)    101 35 45.84374(W)     ADJUSTED  
 MM0469* NAVD 88     -       984.     (meters)    3228.     (feet)  VERTCON   
 MM0469  ___________________________________________________________________
 MM0469  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 MM0469  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 MM0469
 MM0469  HORZ ORDER  -  SECOND
 MM0469
 MM0469.The horizontal coordinates were established by classical geodetic methods
 MM0469.and adjusted by the National Geodetic Survey in August 1997..
 MM0469
 MM0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0469
 MM0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0469
 MM0469.The geoid height was determined by GEOID03.
 MM0469
 MM0469;                    North         East     Units Scale Factor Converg.
 MM0469;SPC NE       -   141,681.899   365,964.282   MT  0.99968374   -1 03 27.8
 MM0469;UTM  14      - 4,552,917.840   281,981.175   MT  1.00018504   -1 42 25.9
 MM0469
 MM0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0469!SPC NE       -   0.99984893  x   0.99968374  =   0.99953272
 MM0469!UTM  14      -   0.99984893  x   1.00018504  =   1.00003394
 MM0469
 MM0469                          SUPERSEDED SURVEY CONTROL
 MM0469
 MM0469  NAD 83(1986)-  41 05 53.89585(N)    101 35 45.84906(W) AD(       ) 2
 MM0469  NAD 27      -  41 05 53.92485(N)    101 35 44.23010(W) AD(       ) 2
 MM0469  NGVD 29 (07/19/86)  984.     (m)         3228.     (f) VERT ANG       
 MM0469
 MM0469.Superseded values are not recommended for survey control.
 MM0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0469.See file dsdata.txt to determine how the superseded data were derived.
 MM0469
 MM0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL8198152918(NAD 83)
 MM0469_MARKER: DZ = AZIMUTH MARK DISK
 MM0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0469+STABILITY: SURFACE MOTION
 MM0469
 MM0469  HISTORY     - Date     Condition        Report By
 MM0469  HISTORY     - 1963     MONUMENTED       NEDR
 MM0469  HISTORY     - 19980711 GOOD             USPSQD
 MM0469
 MM0469                          STATION DESCRIPTION
 MM0469
 MM0469'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0469'TO REACH STATION 80-21 NEDR FROM THE HULL GRAIN ELEVATOR AT ROSCOE
 MM0469'PROCEED EAST ON HIGHWAY 30 FOR 0.4 MILE, TURN RIGHT (SOUTH)
 MM0469'AT THE SECTION LINE ROAD AND PROCEED FOR 1.6 MILE, TURN RIGHT
 MM0469'(WEST) AND CONTINUE ON COUNTY ROAD FOR 1.0 MILE, TURN LEFT
 MM0469'(SOUTH) AND PROCEED FOR 1.1 MILE ON COUNTY ROAD TO THE TOP
 MM0469'OF THE HILL.  STATION IS ON THE EAST SHOULDER OF THE COUNTY
 MM0469'ROAD.
 MM0469'
 MM0469'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0469'AZIMUTH MARK DISK SET IN THE TOP OF A 6-INCH ROUND CONCRETE
 MM0469'POST, WHICH PROTRUDES 0.2 FOOT ABOVE THE GROUND LEVEL.  IT IS
 MM0469'2.8 FEET EAST OF FENCE LINE, 2.9 FEET EASTERLY FROM FENCE
 MM0469'CORNER POST, 34.8 FEET WEST OF CENTERLINE OF ROAD, 2.0 FEET
 MM0469'EAST OF WITNESS POST.
 MM0469'
 MM0469'TO REACH THE AZIMUTH MARK FROM STATION 80-21 NEDR, PROCEED NORTH ON
 MM0469'COUNTY ROAD FOR 0.55 MILE.  MARK IS IN THE WEST DITCH ABOUT
 MM0469'3 FEET EAST OF NORTH-SOUTH FENCE.
 MM0469
 MM0469                          STATION RECOVERY (1998)
 MM0469
 MM0469'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0474 ***********************************************************************
 MM0474  DESIGNATION -  80 21A
 MM0474  PID         -  MM0474
 MM0474  STATE/COUNTY-  NE/KEITH
 MM0474  USGS QUAD   -  OGALLALA SW (1971)
 MM0474
 MM0474                         *CURRENT SURVEY CONTROL
 MM0474  ___________________________________________________________________
 MM0474* NAD 83(1995)-  41 05 10.71089(N)    101 40 20.58156(W)     ADJUSTED  
 MM0474* NAVD 88     -      1034.5    (meters)    3394.     (feet)  VERTCON   
 MM0474  ___________________________________________________________________
 MM0474  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 MM0474  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 MM0474
 MM0474  HORZ ORDER  -  SECOND
 MM0474
 MM0474.The horizontal coordinates were established by classical geodetic methods
 MM0474.and adjusted by the National Geodetic Survey in August 1997..
 MM0474
 MM0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0474
 MM0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0474
 MM0474.The geoid height was determined by GEOID03.
 MM0474
 MM0474;                    North         East     Units Scale Factor Converg.
 MM0474;SPC NE       -   140,471.540   359,530.379   MT  0.99968524   -1 06 29.8
 MM0474;UTM  14      - 4,551,779.858   275,530.632   MT  1.00022018   -1 45 25.2
 MM0474
 MM0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0474!SPC NE       -   0.99984105  x   0.99968524  =   0.99952634
 MM0474!UTM  14      -   0.99984105  x   1.00022018  =   1.00006120
 MM0474
 MM0474|---------------------------------------------------------------------|
 MM0474| PID    Reference Object                     Distance      Geod. Az  |
 MM0474|                                                           dddmmss.s |
 MM0474| CP7202 80 21A RM 1                          19.593 METERS 00303     |
 MM0474| CP7203 80 21A RM 2                          15.298 METERS 17535     |
 MM0474| MM0475 80 21 A AZ MK                       APPROX. 0.6 KM 1795650.6 |
 MM0474|---------------------------------------------------------------------|
 MM0474
 MM0474                          SUPERSEDED SURVEY CONTROL
 MM0474
 MM0474  NAD 83(1986)-  41 05 10.71156(N)    101 40 20.58681(W) AD(       ) 2
 MM0474  NAD 27      -  41 05 10.74227(N)    101 40 18.96130(W) AD(       ) 2
 MM0474  NGVD 29 (07/19/86) 1034.1    (m)         3393.     (f) VERT ANG       
 MM0474
 MM0474.Superseded values are not recommended for survey control.
 MM0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0474.See file dsdata.txt to determine how the superseded data were derived.
 MM0474
 MM0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7553151780(NAD 83)
 MM0474_MARKER: DD = SURVEY DISK
 MM0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0474
 MM0474  HISTORY     - Date     Condition        Report By
 MM0474  HISTORY     - 1962     MONUMENTED       NEDR
 MM0474  HISTORY     - 1971     GOOD             NGS
 MM0474  HISTORY     - 19980711 GOOD             USPSQD
 MM0474
 MM0474                          STATION DESCRIPTION
 MM0474
 MM0474'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0474'STATION IS LOCATED ABOUT 3.0 MILES SOUTH AND 2.4 MILES EAST
 MM0474'OF THE COURT HOUSE AT OGALLALA IN THE NW 1/4 OF SEC. 22,
 MM0474'T13N, R38W.
 MM0474'
 MM0474'TO REACH THE STATION FROM THE COURT HOUSE IN OGALLALA, PROCEED
 MM0474'SOUTH ON HIGHWAY 61 FOR 1.6 MILES (AT THIS POINT THERE IS A
 MM0474'CURVE IN HIGHWAY 61), PROCEED STRAIGHT SOUTH ON COUNTY ROAD
 MM0474'FOR ABOUT 900 FEET INSTEAD OF CONTINUING AROUND THE CURVE ON
 MM0474'HIGHWAY 61 TO AN EAST-WEST SECTION LINE ROAD, TURN LEFT (EAST)
 MM0474'ON SECTION LINE ROAD AND PROCEED FOR 2.4 MILES TO A NORTH-SOUTH
 MM0474'SECTION LINE ROAD, TURN RIGHT (SOUTH) AND CONTINUE FOR 1.4
 MM0474'MILE TO TOP OF HILL.  STATION IS AT TOP OF BACK SLOPE ON EAST
 MM0474'SIDE OF ROAD ABOUT 6 FT WEST OF N-S FENCE LINE, IN LINE WITH
 MM0474'E-W FENCE LINES ON BOTH SIDES OF ROAD.
 MM0474'
 MM0474'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0474'TRIANGULATION DISK STAMPED 80-21A, 1962 WHICH IS SET FLUSH
 MM0474'WITH THE GROUND, 5.75 FEET WEST OF NORTH-SOUTH FENCE LINE,
 MM0474'5.55 WEST OF CORNER FENCE POST, 27.85 EAST OF CENTERLINE OF
 MM0474'ROAD, 2.6 FEET WEST OF WITNESS POST, 57.85 FEET EAST OF CORNER
 MM0474'FENCE POST ON WEST SIDE OF ROAD.
 MM0474'
 MM0474'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0474'REFERENCE MARK DISK STAMPED 80-21A, R.M. 1 WHICH IS SET
 MM0474'ABOUT 0.3 FOOT ABOVE THE GROUND, 2.15 FEET WEST OF NORTH-SOUTH
 MM0474'FENCE LINE, 30.9 FEET EAST OF CENTERLINE OF ROAD.
 MM0474'
 MM0474'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0474'REFERENCE MARK DISK STAMPED 80-21, A R.M. 2 WHICH PROJECTS
 MM0474'0.2 FOOT ABOVE THE GROUND.  IT IS 1.15 FEET WEST OF NORTH-SOUTH
 MM0474'FENCE LINE, 30.8 FEET EAST OF THE CENTERLINE OF ROAD.
 MM0474'
 MM0474'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0474'MARK DISK STAMPED 80-21A, 1962 SET IN THE TOP OF A 6-INCH
 MM0474'ROUND CONCRETE POST, WHICH PROTRUDES 0.25 FOOT ABOVE THE GROUND
 MM0474'LEVEL.  IT IS 2.35 FEET WEST OF FENCE LINE, 27.6 FEET EAST OF
 MM0474'CENTERLINE OF ROAD AND 1.7 FEET WEST OF WITNESS POST.
 MM0474'
 MM0474'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON
 MM0474'SECTION LINE ROAD FOR 0.4 MILE TO MARK ON THE EAST SIDE OF THE
 MM0474'ROAD, 2.0 FEET WEST OF THE NORTH-SOUTH FENCE.
 MM0474
 MM0474                          STATION RECOVERY (1971)
 MM0474
 MM0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0474'STATION, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 MM0474'
 MM0474'DUE TO THE CONSTRUCTION OF INTERSTATE 80 AND THE CHANGE OF STATE HWY
 MM0474'61, A NEW ROUTE DESCRIPTION IS REQUIRED.  TO REACH THE STATION FROM
 MM0474'THE JUNCTION OF U.S. HWY 30 AND STATE HWY 61 IN OGALLALA, NEB, GO
 MM0474'SOUTH ON HWY 61 (CROSSING OVERPASS ACROSS I-80) FOR 1.45 MILES TO
 MM0474'AN EAST-WEST SECTION ROAD.  TURN LEFT (EAST) ON SECTION ROAD FOR
 MM0474'2.4 MILES TO A NORTH-SOUTH SECTION ROAD.  TURN RIGHT (SOUTH) ON
 MM0474'SECTION ROAD FOR 1.4 MILES TO TOP OF HILL AND STATION ON THE LEFT.
 MM0474
 MM0474                          STATION RECOVERY (1998)
 MM0474
 MM0474'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0477 ***********************************************************************
 MM0477  DESIGNATION -  80 22
 MM0477  PID         -  MM0477
 MM0477  STATE/COUNTY-  NE/KEITH
 MM0477  USGS QUAD   -  BRULE SE (1961)
 MM0477
 MM0477                         *CURRENT SURVEY CONTROL
 MM0477  ___________________________________________________________________
 MM0477* NAD 83(1995)-  41 04 24.88255(N)    101 45 25.80907(W)     ADJUSTED  
 MM0477* NAVD 88     -      1050.6    (meters)    3447.     (feet)  VERTCON   
 MM0477  ___________________________________________________________________
 MM0477  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 MM0477  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 MM0477
 MM0477  HORZ ORDER  -  SECOND
 MM0477
 MM0477.The horizontal coordinates were established by classical geodetic methods
 MM0477.and adjusted by the National Geodetic Survey in August 1997..
 MM0477
 MM0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0477
 MM0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0477
 MM0477.The geoid height was determined by GEOID03.
 MM0477
 MM0477;                    North         East     Units Scale Factor Converg.
 MM0477;SPC NE       -   139,199.772   352,381.177   MT  0.99968688   -1 09 52.1
 MM0477;UTM  14      - 4,550,588.402   268,363.527   MT  1.00026042   -1 48 44.4
 MM0477
 MM0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0477!SPC NE       -   0.99983851  x   0.99968688  =   0.99952544
 MM0477!UTM  14      -   0.99983851  x   1.00026042  =   1.00009889
 MM0477
 MM0477:                Primary Azimuth Mark                     Grid Az
 MM0477:SPC NE       -  80 22 AZ MK                              020 03 38.9
 MM0477:UTM  14      -  80 22 AZ MK                              020 42 31.2
 MM0477
 MM0477|---------------------------------------------------------------------|
 MM0477| PID    Reference Object                     Distance      Geod. Az  |
 MM0477|                                                           dddmmss.s |
 MM0477| MM0473 80 22 AZ MK                         APPROX. 2.0 KM 0185346.8 |
 MM0477| CP7204 80 22 RM 1                          107.150 METERS 07706     |
 MM0477| CP7205 80 22 RM 2                          120.646 METERS 11702     |
 MM0477|---------------------------------------------------------------------|
 MM0477
 MM0477                          SUPERSEDED SURVEY CONTROL
 MM0477
 MM0477  NAD 83(1986)-  41 04 24.88239(N)    101 45 25.81397(W) AD(       ) 2
 MM0477  NAD 27      -  41 04 24.91388(N)    101 45 24.18268(W) AD(       ) 2
 MM0477  NGVD 29 (07/19/86) 1050.2    (m)         3446.     (f) VERT ANG       
 MM0477
 MM0477.Superseded values are not recommended for survey control.
 MM0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0477.See file dsdata.txt to determine how the superseded data were derived.
 MM0477
 MM0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6836450588(NAD 83)
 MM0477_MARKER: DD = SURVEY DISK
 MM0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0477
 MM0477  HISTORY     - Date     Condition        Report By
 MM0477  HISTORY     - 1962     MONUMENTED       NEDR
 MM0477  HISTORY     - 19980711 GOOD             USPSQD
 MM0477
 MM0477                          STATION DESCRIPTION
 MM0477
 MM0477'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962 (GC)
 MM0477'STATION IS LOCATED ABOUT 3.8 MILES SOUTH AND 1.9 MILES WEST
 MM0477'OF THE COURT HOUSE AT OGALLALA IN THE NE 1/4 OF SECTION 26,
 MM0477'T13N, R39W.
 MM0477'
 MM0477'TO REACH THE STATION FROM THE COURT HOUSE AT OGALLALA, PROCEED
 MM0477'1.6 MILE SOUTH ON HIGHWAY 61 PART WAY AROUND A CURVE TO A
 MM0477'JUNCTION WITH AN EAST-WEST SECTION LINE ROAD, TURN RIGHT (WEST)
 MM0477'ON SECTION LINE ROAD FOR 1.6 MILE, THEN TURN LEFT (SOUTH) AND
 MM0477'PROCEED FOR 2.4 MILES, TURN RIGHT (WEST) ON FARM DRIVE TOWARD
 MM0477'ABANDONED FARM BUILDINGS FOR 0.3 MILE, TURN RIGHT (NORTH) AND
 MM0477'PROCEED PAST ELEVATOR FOR 0.2 MILE TO GATE IN BARBWIRE FENCE
 MM0477'AND THEN PROCEED WEST ACROSS PASTURE FOR 400 FEET TO HIGHEST
 MM0477'POINT ON THE HILL AND THE STATION.
 MM0477'
 MM0477'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0477'TRIANGULATION DISK STAMPED 80-22, 1962 WHICH IS SET 0.3 FEET
 MM0477'BELOW GROUND ELEVATION, 345.5 FEET WEST OF NORTH-SOUTH FENCE
 MM0477'LINE, AND 565.3 FEET NORTH OF EAST-WEST FENCE LINE.
 MM0477'
 MM0477'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0477'REFERENCE MARK DISK STAMPED 80-22, R.M. 1 WHICH PROJECTS 0.3
 MM0477'FEET ABOVE THE GROUND.  IT IS 7.25 FEET NORTH OF GATE POST,
 MM0477'18.70 FEET WEST OF GATE POST, 0.95 FOOT WEST OF FENCE, 1.6
 MM0477'FEET NORTH OF WITNESS POST.
 MM0477'
 MM0477'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0477'REFERENCE MARK DISK STAMPED 80-22, R.M. 2 WHICH PROJECTS 0.2
 MM0477'FEET ABOVE THE GROUND, 0.95 FEET WEST OF FENCE, 18.15 FEET
 MM0477'NORTH OF FENCE, 17.70 FEET NORTH-NORTHWEST OF CORNER FENCE
 MM0477'POST.
 MM0477'
 MM0477'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0477'MARK DISK STAMPED 80-22, 1962 SET IN THE TOP OF A 6-INCH ROUND
 MM0477'CONCRETE POST.  IT IS SET 0.35 FEET ABOVE GROUND, IN THE
 MM0477'SOUTHWEST CORNER OF THE INTERSECTION, 2.85 FEET EAST OF CORNER
 MM0477'POWER POLE, 2.75 FEET SOUTH OF EAST-WEST FENCE, 5.35 FEET
 MM0477'WEST OF NORTH-SOUTH FENCE, 5.60 FEET WEST-SOUTHWEST OF CORNER
 MM0477'FENCE POST.
 MM0477'
 MM0477'TO REACH THE AZIMUTH MARK FROM THE STATION, RETRACE ROUTE
 MM0477'TO STATION BACK PAST ELEVATOR BY ABANDONED FARM BUILDINGS
 MM0477'TO JUNCTION OF FARM DRIVE AND NORTH-SOUTH COUNTY ROAD, TURN
 MM0477'LEFT (NORTH) AND PROCEED 1.3 MILE TO AN INTERSECTION OF
 MM0477'COUNTY ROADS AND THE MARK IN THE SOUTHWEST QUADRANT OF THE
 MM0477'INTERSECTION AS PREVIOUSLY DESCRIBED.
 MM0477
 MM0477                          STATION RECOVERY (1998)
 MM0477
 MM0477'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0473 ***********************************************************************
 MM0473  DESIGNATION -  80 22 AZ MK
 MM0473  PID         -  MM0473
 MM0473  STATE/COUNTY-  NE/KEITH
 MM0473  USGS QUAD   -  OGALLALA SW (1971)
 MM0473
 MM0473                         *CURRENT SURVEY CONTROL
 MM0473  ___________________________________________________________________
 MM0473* NAD 83(1995)-  41 05 27.50914(N)    101 44 57.47303(W)     ADJUSTED  
 MM0473* NAVD 88     -      1013.     (meters)    3323.     (feet)  VERTCON   
 MM0473  ___________________________________________________________________
 MM0473  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 MM0473  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 MM0473
 MM0473  HORZ ORDER  -  SECOND
 MM0473
 MM0473.The horizontal coordinates were established by classical geodetic methods
 MM0473.and adjusted by the National Geodetic Survey in August 1997..
 MM0473
 MM0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0473
 MM0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0473
 MM0473.The geoid height was determined by GEOID03.
 MM0473
 MM0473;                    North         East     Units Scale Factor Converg.
 MM0473;SPC NE       -   141,117.313   353,081.409   MT  0.99968465   -1 09 33.3
 MM0473;UTM  14      - 4,552,498.992   269,085.821   MT  1.00025630   -1 48 28.0
 MM0473
 MM0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0473!SPC NE       -   0.99984434  x   0.99968465  =   0.99952904
 MM0473!UTM  14      -   0.99984434  x   1.00025630  =   1.00010060
 MM0473
 MM0473                          SUPERSEDED SURVEY CONTROL
 MM0473
 MM0473  NAD 83(1986)-  41 05 27.50915(N)    101 44 57.47819(W) AD(       ) 2
 MM0473  NAD 27      -  41 05 27.54099(N)    101 44 55.84730(W) AD(       ) 2
 MM0473  NGVD 29 (07/19/86) 1013.     (m)         3323.     (f) VERT ANG       
 MM0473
 MM0473.Superseded values are not recommended for survey control.
 MM0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0473.See file dsdata.txt to determine how the superseded data were derived.
 MM0473
 MM0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6908652499(NAD 83)
 MM0473_MARKER: DZ = AZIMUTH MARK DISK
 MM0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0473+STABILITY: SURFACE MOTION
 MM0473
 MM0473  HISTORY     - Date     Condition        Report By
 MM0473  HISTORY     - 1963     MONUMENTED       NEDR
 MM0473  HISTORY     - 19980711 GOOD             USPSQD
 MM0473
 MM0473                          STATION DESCRIPTION
 MM0473
 MM0473'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0473'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0473'MARK DISK STAMPED 80-22, 1962 SET IN THE TOP OF A 6-INCH ROUND
 MM0473'CONCRETE POST.  IT IS SET 0.35 FEET ABOVE GROUND, IN THE
 MM0473'SOUTHWEST CORNER OF THE INTERSECTION, 2.85 FEET EAST OF CORNER
 MM0473'POWER POLE, 2.75 FEET SOUTH OF EAST-WEST FENCE, 5.35 FEET
 MM0473'WEST OF NORTH-SOUTH FENCE, 5.60 FEET WEST-SOUTHWEST OF CORNER
 MM0473'FENCE POST.
 MM0473'
 MM0473'TO REACH THE AZIMUTH MARK FROM STATION 80-22 NEDR, RETRACE ROUTE
 MM0473'TO STATION BACK PAST ELEVATOR BY ABANDONED FARM BUILDINGS
 MM0473'TO JUNCTION OF FARM DRIVE AND NORTH-SOUTH COUNTY ROAD, TURN
 MM0473'LEFT (NORTH) AND PROCEED 1.3 MILE TO AN INTERSECTION OF
 MM0473'COUNTY ROADS AND THE MARK IN THE SOUTHWEST QUADRANT OF THE
 MM0473'INTERSECTION AS PREVIOUSLY DESCRIBED.
 MM0473
 MM0473                          STATION RECOVERY (1998)
 MM0473
 MM0473'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0478 ***********************************************************************
 MM0478  DESIGNATION -  80 22A
 MM0478  PID         -  MM0478
 MM0478  STATE/COUNTY-  NE/KEITH
 MM0478  USGS QUAD   -  BRULE SE (1961)
 MM0478
 MM0478                         *CURRENT SURVEY CONTROL
 MM0478  ___________________________________________________________________
 MM0478* NAD 83(1995)-  41 03 02.06660(N)    101 50 59.50506(W)     ADJUSTED  
 MM0478* NAVD 88     -      1064.7    (meters)    3493.     (feet)  VERTCON   
 MM0478  ___________________________________________________________________
 MM0478  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 MM0478  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 MM0478
 MM0478  HORZ ORDER  -  SECOND
 MM0478
 MM0478.The horizontal coordinates were established by classical geodetic methods
 MM0478.and adjusted by the National Geodetic Survey in August 1997..
 MM0478
 MM0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0478
 MM0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0478
 MM0478.The geoid height was determined by GEOID03.
 MM0478
 MM0478;                    North         East     Units Scale Factor Converg.
 MM0478;SPC NE       -   136,808.831   344,540.579   MT  0.99968997   -1 13 33.2
 MM0478;UTM  14      - 4,548,284.811   260,491.742   MT  1.00030608   -1 52 20.9
 MM0478
 MM0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0478!SPC NE       -   0.99983628  x   0.99968997  =   0.99952630
 MM0478!UTM  14      -   0.99983628  x   1.00030608  =   1.00014231
 MM0478
 MM0478|---------------------------------------------------------------------|
 MM0478| PID    Reference Object                     Distance      Geod. Az  |
 MM0478|                                                           dddmmss.s |
 MM0478| CP7207 80 22A RM 1                                        00537     |
 MM0478| CP7208 80 22A RM 2                                        13211     |
 MM0478| CP7206 80 22A AZ MK                                       3581229.6 |
 MM0478|---------------------------------------------------------------------|
 MM0478
 MM0478                          SUPERSEDED SURVEY CONTROL
 MM0478
 MM0478  NAD 83(1986)-  41 03 02.06604(N)    101 50 59.50858(W) AD(       ) 2
 MM0478  NAD 27      -  41 03 02.09263(N)    101 50 57.86677(W) AD(       ) 2
 MM0478  NGVD 29 (07/19/86) 1064.3    (m)         3492.     (f) VERT ANG       
 MM0478
 MM0478.Superseded values are not recommended for survey control.
 MM0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0478.See file dsdata.txt to determine how the superseded data were derived.
 MM0478
 MM0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6049248285(NAD 83)
 MM0478_MARKER: DD = SURVEY DISK
 MM0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0478
 MM0478  HISTORY     - Date     Condition        Report By
 MM0478  HISTORY     - 1963     MONUMENTED       NEDR
 MM0478
 MM0478                          STATION DESCRIPTION
 MM0478
 MM0478'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963 (GLC)
 MM0478'THE STATION IS LOCATED ABOUT 3 MILES SOUTH AND 2 MILES EAST OF
 MM0478'THE POST OFFICE IN BRULE IN THE SE 1/4 SEC. 36, T13N, R40W.
 MM0478'
 MM0478'TO REACH THE STATION FROM THE POST OFFICE IN BRULE PROCEED SOUTH
 MM0478'ON SURFACED COUNTY ROAD ACROSS HIGHWAY 30 AND THE SOUTH PLATTE
 MM0478'RIVER FOR 12 MILES TO A T INTERSECTION, TURN LEFT (EAST) AND
 MM0478'PROCEED ON COUNTY ROAD FOR 3.4 MILES TO A T INTERSECTION,
 MM0478'TURN RIGHT (SOUTH) AND CONTINUE FOR 2 MILES TO A T INTERSECTION,
 MM0478'TURN RIGHT (WEST) AND CONTINUE FOR 1 MILE TO WHERE THE EAST-WEST
 MM0478'COUNTY ROAD TURNS SOUTH AT THE S.E. COR. SEC. 36, T13N, R40W.
 MM0478'FROM THE S.E. CORNER, SEC. 36 LEAVE THE ROAD AND PROCEED IN
 MM0478'A WEST-NORTHWEST DIRECTION INTO A PASTURE CROSSING A DEEP
 MM0478'RAVINE AT 0.15 MILES AND PROCEEDING UP A SLOPE FOR ANOTHER 0.25
 MM0478'MILES TO THE STATION SET ON A FINGER OF FLAT TABLE LAND
 MM0478'WHICH IS APPROXIMATELY 300 FT IN WIDTH EAST AND WEST AND
 MM0478'RUNS IN A NORTHWEST, SOUTHEAST DIRECTION.  FROM A FENCE
 MM0478'CORNER NEAR THE NORTH-SOUTH 1/2 MILE LINE ON THE SOUTH
 MM0478'LINE OF SEC. 36 WHERE THE EAST-WEST FENCE COMING FROM THE
 MM0478'EAST ENDS AND TURNS SOUTH DIVIDING PASTURE LAND FROM
 MM0478'CULTIVATED LAND THE STATION IS 425 FT WEST AND 1150 FT
 MM0478'NORTH.
 MM0478'
 MM0478'THE STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0478'TRIANGULATION MARK, STAMPED 80-22A, 1963.  IT IS 3 FT NORTH
 MM0478'OF A STEEL WITNESS POST.
 MM0478'
 MM0478'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0478'REFERENCE MARK DISK STAMPED 80-22A R.M. 1.  THE MONUMENT
 MM0478'PROTRUDES 0.2 FT ABOVE GROUND AND IS 243.89 FT NORTHEAST OF
 MM0478'THE STATION.  A LINE THROUGH THE STATION MARK AND R.M. NO. 1
 MM0478'FALLS JUST EAST OF A BRICK HOUSE IN THE VALLEY.  R.M. NO. 1
 MM0478'IS SET OVER AN UNDERGROUND PIPE LINE THAT RUNS NORTH WEST
 MM0478'SOUTHEAST AND IS EASILY DESCERNIBLE BY A 6 IN RIDGE OF EARTH
 MM0478'AND A DIFFERENCE IN VEGETATION GROWING OVER THE PIPELINE.
 MM0478'
 MM0478'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROAD STANDARD
 MM0478'REFERENCE MARK DISK STAMPED 80-22A R.M. 2.  THE MONUMENT IS
 MM0478'SET 271.02 FT SOUTHEAST OF THE STATION.
 MM0478'
 MM0478'THE AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MM0478'AZIMUTH MARK DISK STAMPED 80-22A.  THE MONUMENT IS SET ON TOP
 MM0478'OF A HOG BACK APPROXIMATELY 2000 FT N.N.E. FROM THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0479 ***********************************************************************
 MM0479  DESIGNATION -  80 23
 MM0479  PID         -  MM0479
 MM0479  STATE/COUNTY-  NE/KEITH
 MM0479  USGS QUAD   -  BRULE (1961)
 MM0479
 MM0479                         *CURRENT SURVEY CONTROL
 MM0479  ___________________________________________________________________
 MM0479* NAD 83(1995)-  41 01 08.78090(N)    101 58 34.64414(W)     ADJUSTED  
 MM0479* NAVD 88     -      1089.7    (meters)    3575.     (feet)  VERTCON   
 MM0479  ___________________________________________________________________
 MM0479  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 MM0479  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 MM0479
 MM0479  HORZ ORDER  -  SECOND
 MM0479
 MM0479.The horizontal coordinates were established by classical geodetic methods
 MM0479.and adjusted by the National Geodetic Survey in August 1997..
 MM0479
 MM0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0479
 MM0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0479
 MM0479.The geoid height was determined by GEOID03.
 MM0479
 MM0479;                    North         East     Units Scale Factor Converg.
 MM0479;SPC NE       -   133,551.220   333,837.758   MT  0.99969445   -1 18 34.9
 MM0479;SPC CO N     -   497,872.507 1,210,720.057   MT  1.00004677   +2 16 36.4
 MM0479;SPC CO N     - 1,633,436.72  3,972,170.72   sFT  1.00004677   +2 16 36.4
 MM0479;UTM  14      - 4,545,145.983   249,745.952   MT  1.00037087   -1 57 15.8
 MM0479;UTM  13      - 4,545,283.144   754,241.750   MT  1.00039563   +1 59 08.0
 MM0479
 MM0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0479!SPC NE       -   0.99983234  x   0.99969445  =   0.99952684
 MM0479!SPC CO N     -   0.99983234  x   1.00004677  =   0.99987910
 MM0479!UTM  14      -   0.99983234  x   1.00037087  =   1.00020315
 MM0479!UTM  13      -   0.99983234  x   1.00039563  =   1.00022791
 MM0479
 MM0479|---------------------------------------------------------------------|
 MM0479| PID    Reference Object                     Distance      Geod. Az  |
 MM0479|                                                           dddmmss.s |
 MM0479| CP7211 80 23 RM 2                                         02749     |
 MM0479| CP7210 80 23 RM 1                                         29721     |
 MM0479| CP7209 80 23 AZ MK                                        3593042.7 |
 MM0479|---------------------------------------------------------------------|
 MM0479
 MM0479                          SUPERSEDED SURVEY CONTROL
 MM0479
 MM0479  NAD 83(1995)-  41 01 08.78009(N)    101 58 34.64725(W) AD(       ) 2
 MM0479  NAD 83(1986)-  41 01 08.77989(N)    101 58 34.64703(W) AD(       ) 2
 MM0479  NAD 27      -  41 01 08.80389(N)    101 58 32.99526(W) AD(       ) 2
 MM0479  NGVD 29 (07/19/86) 1089.3    (m)         3574.     (f) VERT ANG       
 MM0479
 MM0479.Superseded values are not recommended for survey control.
 MM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0479.See file dsdata.txt to determine how the superseded data were derived.
 MM0479
 MM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL4974645146(NAD 83)
 MM0479_MARKER: DD = SURVEY DISK
 MM0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0479
 MM0479  HISTORY     - Date     Condition        Report By
 MM0479  HISTORY     - 1964     MONUMENTED       NEDR
 MM0479
 MM0479                          STATION DESCRIPTION
 MM0479
 MM0479'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MM0479'STATION IS LOCATED ABOUT 5.4 MILES SOUTH AND 4.8 MILES WEST
 MM0479'OF THE POST OFFICE IN BRULE IN BETWEEN SECTIONS 14 AND 15,
 MM0479'T12N R41W.
 MM0479'
 MM0479'TO REACH THE STATION FROM THE POST OFFICE AT BRULE, PROCEED
 MM0479'SOUTH ON OILED COUNTY ROAD ACROSS HIGHWAY 30 AND THE SOUTH
 MM0479'PLATTE RIVER FOR 1.2 MILES TO A T INTERSECTION, TURN RIGHT
 MM0479'(WEST) AND PROCEED FOR 1.8 MILE, ALONG COUNTY ROAD TO WHERE
 MM0479'ROAD MAKES A RIGHT ANGLE TURN TO THE SOUTH, TURN LEFT (SOUTH)
 MM0479'AND PROCEED ALONG COUNTY ROAD FOR 2.0 MILES TO T INTERSECTION,
 MM0479'TURN RIGHT (WEST) AND PROCEED ALONG COUNTY ROAD FOR 2.8 MILES
 MM0479'TO A T INTERSECTION, TURN LEFT (SOUTH) AND PROCEED ALONG
 MM0479'COUNTY ROAD FOR 2.2 MILE TO STATION ON THE EAST SIDE OF THE
 MM0479'ROAD.
 MM0479'
 MM0479'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 MM0479'TRIANGULATION DISK STAMPED 80-23, 1963 WHICH IS BURIED 1.0
 MM0479'FOOT BELOW THE GROUND, 12 FT EAST OF THE CENTERLINE OF THE
 MM0479'ROAD, 18 FT WEST OF THE FENCE LINE AND 19 FT WEST OF WITNESS
 MM0479'POST.
 MM0479'
 MM0479'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MM0479'DISK STAMPED 80-23 1963 WHICH PROTRUDES 0.3 FT ABOVE GROUND,
 MM0479'2 FEET EAST OF FENCE LINE, 44.31 FT WEST-NORTHWEST OF STATION.
 MM0479'
 MM0479'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MM0479'DISK STAMPED 80-23, 1963 WHICH PROTRUDES 0.3 FT ABOVE GROUND
 MM0479'AND IS 2 FEET WEST OF A FENCE LINE, 28.77 FT NORTH-NORTHEAST
 MM0479'OF STATION.
 MM0479'
 MM0479'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MM0479'MARK DISK STAMPED 80-23, 1963 SET IN THE TOP OF A 6 IN CONCRETE
 MM0479'POST AND IS 33 FT WEST OF THE CENTERLINE OF ROAD, 1 FT EAST
 MM0479'OF N-S FENCE AND 45.5 FT SOUTH OF EAST-WEST FENCE AND 3 FT
 MM0479'SOUTH OF A WITNESS POST IN THE CENTER OF A LONG HILL.
 MM0479'
 MM0479'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH ON
 MM0479'COUNTY ROAD FOR 1.2 MILES TO MARK ON THE WEST SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0423 ***********************************************************************
 MN0423  DESIGNATION -  80 24
 MN0423  PID         -  MN0423
 MN0423  STATE/COUNTY-  NE/DEUEL
 MN0423  USGS QUAD   -  BIG SPRINGS (1961)
 MN0423
 MN0423                         *CURRENT SURVEY CONTROL
 MN0423  ___________________________________________________________________
 MN0423* NAD 83(1995)-  41 04 33.13788(N)    102 06 44.29094(W)     ADJUSTED  
 MN0423* NAVD 88     -      1082.5    (meters)    3552.     (feet)  VERTCON   
 MN0423  ___________________________________________________________________
 MN0423  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 MN0423  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 MN0423
 MN0423  HORZ ORDER  -  SECOND
 MN0423
 MN0423.The horizontal coordinates were established by classical geodetic methods
 MN0423.and adjusted by the National Geodetic Survey in August 1997..
 MN0423
 MN0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0423
 MN0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0423
 MN0423.The geoid height was determined by GEOID03.
 MN0423
 MN0423;                    North         East     Units Scale Factor Converg.
 MN0423;SPC NE       -   140,121.900   322,558.233   MT  0.99968658   -1 23 59.3
 MN0423;SPC CO N     -   503,726.627 1,199,047.241   MT  1.00006058   +2 11 20.1
 MN0423;SPC CO N     - 1,652,643.11  3,933,874.16   sFT  1.00006058   +2 11 20.1
 MN0423;UTM  13      - 4,551,198.262   742,595.243   MT  1.00032439   +1 53 53.9
 MN0423
 MN0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0423!SPC NE       -   0.99983345  x   0.99968658  =   0.99952009
 MN0423!SPC CO N     -   0.99983345  x   1.00006058  =   0.99989402
 MN0423!UTM  13      -   0.99983345  x   1.00032439  =   1.00015779
 MN0423
 MN0423:                Primary Azimuth Mark                     Grid Az
 MN0423:SPC NE       -  80 24 AZ MK                              084 17 01.4
 MN0423:SPC CO N     -  80 24 AZ MK                              080 41 42.0
 MN0423:UTM  13      -  80 24 AZ MK                              080 59 08.2
 MN0423
 MN0423|---------------------------------------------------------------------|
 MN0423| PID    Reference Object                     Distance      Geod. Az  |
 MN0423|                                                           dddmmss.s |
 MN0423| CP7212 80 24 AZ MK                                        0825302.1 |
 MN0423| CP7213 80 24 RM 1                            6.754 METERS 10241     |
 MN0423| CP7214 80 24 RM 2                           10.567 METERS 33348     |
 MN0423|---------------------------------------------------------------------|
 MN0423
 MN0423                          SUPERSEDED SURVEY CONTROL
 MN0423
 MN0423  NAD 83(1995)-  41 04 33.13706(N)    102 06 44.29268(W) AD(       ) 2
 MN0423  NAD 83(1986)-  41 04 33.13683(N)    102 06 44.29252(W) AD(       ) 2
 MN0423  NAD 27      -  41 04 33.17086(N)    102 06 42.63085(W) AD(       ) 2
 MN0423  NGVD 29 (07/19/86) 1082.0    (m)         3550.     (f) VERT ANG       
 MN0423
 MN0423.Superseded values are not recommended for survey control.
 MN0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0423.See file dsdata.txt to determine how the superseded data were derived.
 MN0423
 MN0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4259551198(NAD 83)
 MN0423_MARKER: DD = SURVEY DISK
 MN0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0423
 MN0423  HISTORY     - Date     Condition        Report By
 MN0423  HISTORY     - 1964     MONUMENTED       NEDR
 MN0423
 MN0423                          STATION DESCRIPTION
 MN0423
 MN0423'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0423'STATION IS LOCATED ABOUT 2.0 MILES WEST AND 1.0 MILE NORTH OF THE
 MN0423'POST OFFICE AT BIG SPRINGS IN THE NW 1/4 OF SECTION 26, T13N,
 MN0423'R42W.
 MN0423'
 MN0423'TO REACH THE STATION FROM THE POST OFFICE AT BIG SPRINGS
 MN0423'PROCEED SOUTH ONE-HALF BLOCK TO THE INTERSECTION WITH 2ND STREET,
 MN0423'TURN RIGHT (WEST) AND PROCEED FOR 1 BLOCK TO THE INTERSECTION
 MN0423'WITH HIGHWAY 138, TURN LEFT (SOUTH) AND PROCEED FOR 1 BLOCK
 MN0423'TO THE INTERSECTION WITH 1ST STREET, TURN RIGHT (WEST) AND
 MN0423'PROCEED TO THE END OF 1ST STREET, TURN RIGHT (NORTH) AND PROCEED
 MN0423'ON COUNTY ROAD FOR 1.8 MILES TO THE STATION ON THE SOUTHWEST
 MN0423'SIDE OF THE ROAD.
 MN0423'
 MN0423'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS TRIANGULATION
 MN0423'DISK STAMPED 80-24, 1964 WHICH IS SET FLUSH WITH THE GROUND
 MN0423'ON A SMALL HILL SOUTH OF A CURVE IN THE COUNTY ROAD WITH A
 MN0423'LARGE DRAINAGE TO THE SOUTH.  THE STATION IS 43 FT SOUTHWEST
 MN0423'OF THE CENTERLINE OF THE COUNTY ROAD, 15.2 FT SOUTH OF A GUY
 MN0423'TELEPHONE POLE 27, 1.5 FT EAST OF DRIVEWAY TO THE NORTH, 12 FT
 MN0423'WEST OF FENCE LINE AND IS 14.82 FT WEST OF A WITNESS POST.
 MN0423'
 MN0423'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0423'DISK STAMPED 80-24, 1964 AND IS 22.16 FT EAST-SOUTHEAST OF
 MN0423'THE STATION.
 MN0423'
 MN0423'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0423'DISK STAMPED 80-24, 1964 AND IS 34.67 FT NORTH-NORTHWEST OF
 MN0423'THE STATION.
 MN0423'
 MN0423'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MN0423'MARK STAMPED 80-24, 1964 SET IN THE TOP OF A 6 IN CONCRETE POST
 MN0423'ON A SHARP ROCKY RIDGE WHICH SLOPES TO THE SOUTH WITH A SMALL
 MN0423'DRAINAGE DIRECTLY TO THE WEST AND THEN A LARGE DRY RIVER BED
 MN0423'FURTHER WEST, WITH DRAINAGE DIRECTLY TO THE EAST.  THE AZIMUTH
 MN0423'MARK IS 2.5 FT SOUTH OF THE EAST-WEST SECTION LINE FENCE, AND 2.0 FT
 MN0423'SOUTH OF A WITNESS SIGN POST.
 MN0423'
 MN0423'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED ACROSS
 MN0423'THE COUNTY ROAD AND ANGLE NORTHWESTERLY FOR ABOUT 150 FT TO
 MN0423'THE NORTHWEST CORNER OF THE SECTION, THEN PROCEED EAST DOWN
 MN0423'THE SECTION LINE FENCE FOR APPROXIMATELY 0.5 MILE TO THE MARK
 MN0423'ON TOP OF A SHARP ROCKY HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0436 ***********************************************************************
 MN0436  DESIGNATION -  80 24 B AZ MK
 MN0436  PID         -  MN0436
 MN0436  STATE/COUNTY-  NE/DEUEL
 MN0436  USGS QUAD   -  CHAPPELL SE (1961)
 MN0436
 MN0436                         *CURRENT SURVEY CONTROL
 MN0436  ___________________________________________________________________
 MN0436* NAD 83(1995)-  41 02 52.88838(N)    102 22 27.56022(W)     ADJUSTED  
 MN0436* NAVD 88     -      1140.     (meters)    3740.     (feet)  VERTCON   
 MN0436  ___________________________________________________________________
 MN0436  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 MN0436  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 MN0436
 MN0436  HORZ ORDER  -  SECOND
 MN0436
 MN0436.The horizontal coordinates were established by classical geodetic methods
 MN0436.and adjusted by the National Geodetic Survey in August 1997..
 MN0436
 MN0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0436
 MN0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0436
 MN0436.The geoid height was determined by GEOID03.
 MN0436
 MN0436;                    North         East     Units Scale Factor Converg.
 MN0436;SPC NE       -   137,602.565   300,467.923   MT  0.99969032   -1 34 24.4
 MN0436;SPC CO N     -   499,827.243 1,177,150.019   MT  1.00005368   +2 01 10.6
 MN0436;SPC CO N     - 1,639,849.88  3,862,033.02   sFT  1.00005368   +2 01 10.6
 MN0436;UTM  13      - 4,547,409.998   720,673.924   MT  1.00019938   +1 43 29.8
 MN0436
 MN0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0436!SPC NE       -   0.99982431  x   0.99969032  =   0.99951468
 MN0436!SPC CO N     -   0.99982431  x   1.00005368  =   0.99987798
 MN0436!UTM  13      -   0.99982431  x   1.00019938  =   1.00002365
 MN0436
 MN0436                          SUPERSEDED SURVEY CONTROL
 MN0436
 MN0436  NAD 83(1995)-  41 02 52.88839(N)    102 22 27.56078(W) AD(       ) 2
 MN0436  NAD 83(1995)-  41 02 52.88779(N)    102 22 27.56021(W) AD(       ) 2
 MN0436  NAD 83(1986)-  41 02 52.88715(N)    102 22 27.56024(W) AD(       ) 2
 MN0436  NAD 27      -  41 02 52.92216(N)    102 22 25.88373(W) AD(       ) 2
 MN0436  NGVD 29 (07/19/86) 1140.     (m)         3740.     (f) VERT ANG       
 MN0436
 MN0436.Superseded values are not recommended for survey control.
 MN0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0436.See file dsdata.txt to determine how the superseded data were derived.
 MN0436
 MN0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2067447410(NAD 83)
 MN0436_MARKER: DZ = AZIMUTH MARK DISK
 MN0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0436+STABILITY: SURFACE MOTION
 MN0436
 MN0436  HISTORY     - Date     Condition        Report By
 MN0436  HISTORY     - 1964     MONUMENTED       NEDR
 MN0436
 MN0436                          STATION DESCRIPTION
 MN0436
 MN0436'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964
 MN0436'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD NEBRASKA AZIMUTH
 MN0436'MARK STAMPED 80-24B, 1964 SET IN THE TOP OF A 6 IN CONCRETE
 MN0436'POST AND IS 32 FT NORTH OF THE CENTERLINE OF EAST-WEST COUNTY
 MN0436'ROAD AND 45 FT WEST OF THE CENTERLINE OF THE COUNTY ROAD THAT
 MN0436'LEADS SOUTH.  THE AZIMUTH MARK IS 10 FT NORTH OF A POWER POLE,
 MN0436'6 FT SOUTHEAST OF A TELEPHONE POLE, 3 FT NORTHEAST OF A WITNESS
 MN0436'POST AND ON LEVEL GROUND.
 MN0436'
 MN0436'TO REACH THE AZIMUTH MARK FROM STATION 80-24B NEDR, PROCEED WEST ON
 MN0436'THE COUNTY ROAD FOR 0.7 MILE TO A T INTERSECTION AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0430 ***********************************************************************
 MN0430  DESIGNATION -  80 24A
 MN0430  PID         -  MN0430
 MN0430  STATE/COUNTY-  NE/DEUEL
 MN0430  USGS QUAD   -  BARTON (1961)
 MN0430
 MN0430                         *CURRENT SURVEY CONTROL
 MN0430  ___________________________________________________________________
 MN0430* NAD 83(1995)-  41 03 16.73644(N)    102 10 13.19489(W)     ADJUSTED  
 MN0430* NAVD 88     -      1089.7    (meters)    3575.     (feet)  VERTCON   
 MN0430  ___________________________________________________________________
 MN0430  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 MN0430  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 MN0430
 MN0430  HORZ ORDER  -  SECOND
 MN0430
 MN0430.The horizontal coordinates were established by classical geodetic methods
 MN0430.and adjusted by the National Geodetic Survey in August 1997..
 MN0430
 MN0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0430
 MN0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0430
 MN0430.The geoid height was determined by GEOID03.
 MN0430
 MN0430;                    North         East     Units Scale Factor Converg.
 MN0430;SPC NE       -   137,887.226   317,625.450   MT  0.99968941   -1 26 17.8
 MN0430;SPC CO N     -   501,186.592 1,194,262.260   MT  1.00005530   +2 09 05.1
 MN0430;SPC CO N     - 1,644,309.68  3,918,175.43   sFT  1.00005530   +2 09 05.1
 MN0430;UTM  13      - 4,548,681.957   737,796.198   MT  1.00029602   +1 51 33.6
 MN0430
 MN0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0430!SPC NE       -   0.99983232  x   0.99968941  =   0.99952178
 MN0430!SPC CO N     -   0.99983232  x   1.00005530  =   0.99988761
 MN0430!UTM  13      -   0.99983232  x   1.00029602  =   1.00012829
 MN0430
 MN0430|---------------------------------------------------------------------|
 MN0430| PID    Reference Object                     Distance      Geod. Az  |
 MN0430|                                                           dddmmss.s |
 MN0430| CP7217 80 24A RM 2                          13.387 METERS 18858     |
 MN0430| CP7215 80 24A AZ MK                                       3160436.8 |
 MN0430| CP7216 80 24A RM 1                          12.405 METERS 35025     |
 MN0430|---------------------------------------------------------------------|
 MN0430
 MN0430                          SUPERSEDED SURVEY CONTROL
 MN0430
 MN0430  NAD 83(1995)-  41 03 16.73591(N)    102 10 13.19641(W) AD(       ) 2
 MN0430  NAD 83(1986)-  41 03 16.73560(N)    102 10 13.19627(W) AD(       ) 2
 MN0430  NAD 27      -  41 03 16.76958(N)    102 10 11.53264(W) AD(       ) 2
 MN0430  NGVD 29 (07/19/86) 1089.2    (m)         3573.     (f) VERT ANG       
 MN0430
 MN0430.Superseded values are not recommended for survey control.
 MN0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0430.See file dsdata.txt to determine how the superseded data were derived.
 MN0430
 MN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3779648682(NAD 83)
 MN0430_MARKER: DD = SURVEY DISK
 MN0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0430
 MN0430  HISTORY     - Date     Condition        Report By
 MN0430  HISTORY     - 1964     MONUMENTED       NEDR
 MN0430
 MN0430                          STATION DESCRIPTION
 MN0430
 MN0430'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0430'STATION IS LOCATED ABOUT 0.5 MILE SOUTH AND 5.0 MILES WEST OF
 MN0430'THE RAILROAD STATION AT BIG SPRINGS BETWEEN SECTIONS 31 AND
 MN0430'32, T13N R42W.
 MN0430'
 MN0430'TO REACH THE STATION FROM THE RAILROAD STATION PROCEED NORTH
 MN0430'ON PINE STREET (FIRST STREET WEST OF THE STATION) FOR APPROXIMATELY
 MN0430'300 FT TO THE INTERSECTION OF PINE STREET AND HIGHWAY 138,
 MN0430'TURN LEFT (SOUTHWEST) AND PROCEED ON HIGHWAY 138 ALONG THE NORTH
 MN0430'SIDE OF THE SOUTH PLATTE RIVER FOR 5.4 MILES TO THE JUNCTION
 MN0430'WITH COUNTY ROAD BY WEIGHING STATION, TURN RIGHT (NORTH) AND
 MN0430'PROCEED FOR 1.2 MILE TO THE STATION ON THE WEST SIDE OF THE
 MN0430'ROAD.
 MN0430'
 MN0430'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 MN0430'TRIANGULATION MARK STAMPED 80-24A, 1964 WHICH IS BURIED 18
 MN0430'IN BELOW THE GROUND AND IS 35 FT WEST OF THE CENTERLINE OF
 MN0430'THE COUNTY ROAD, 13 FT EAST OF A FENCE POST AND IS 12 FT EAST
 MN0430'OF A WITNESS POST.
 MN0430'
 MN0430'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0430'STAMPED 80-24A, 1964 WHICH PROTRUDES 0.3 FT ABOVE GROUND AND IS
 MN0430'IN THE FENCE LINE 40.70 FT NORTH OF THE STATION.
 MN0430'
 MN0430'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0430'STAMPED 80-24A, 1964 WHICH PROTRUDES 0.3 FT ABOVE GROUND AND
 MN0430'IS IN THE FENCE LINE 43.92 FT SOUTH OF THE STATION.
 MN0430'
 MN0430'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD NEBRASKA AZIMUTH
 MN0430'MARK STAMPED 80-24A, 1964 SET IN THE TOP OF A 6 IN CONCRETE
 MN0430'POST AND IS 1 FT NORTH OF FENCE, 39 FT SOUTH OF THE CENTERLINE
 MN0430'OF THE COUNTY ROAD, 4 FT EAST OF DEAD END SIGN, AND 3 FT
 MN0430'EAST OF A WITNESS POST.
 MN0430'
 MN0430'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTH ON
 MN0430'THE COUNTY ROAD FOR 0.6 MILE TO THE SECTION CORNER AND WHERE
 MN0430'THE COUNTY ROAD TURNS TO THE WEST, TURN LEFT (WEST) AND PROCEED
 MN0430'ON THE COUNTY ROAD FOR 0.5 MILE TO THE MARK ON THE SOUTH
 MN0430'SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0434 ***********************************************************************
 MN0434  DESIGNATION -  80 24B
 MN0434  PID         -  MN0434
 MN0434  STATE/COUNTY-  NE/DEUEL
 MN0434  USGS QUAD   -  CHAPPELL SE (1961)
 MN0434
 MN0434                         *CURRENT SURVEY CONTROL
 MN0434  ___________________________________________________________________
 MN0434* NAD 83(1995)-  41 02 52.48619(N)    102 21 41.44124(W)     ADJUSTED  
 MN0434* NAVD 88     -      1138.9    (meters)    3737.     (feet)  VERTCON   
 MN0434  ___________________________________________________________________
 MN0434  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 MN0434  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 MN0434
 MN0434  HORZ ORDER  -  SECOND
 MN0434
 MN0434.The horizontal coordinates were established by classical geodetic methods
 MN0434.and adjusted by the National Geodetic Survey in August 1997..
 MN0434
 MN0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0434
 MN0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0434
 MN0434.The geoid height was determined by GEOID03.
 MN0434
 MN0434;                    North         East     Units Scale Factor Converg.
 MN0434;SPC NE       -   137,560.681   301,543.905   MT  0.99969033   -1 33 53.9
 MN0434;SPC CO N     -   499,852.880 1,178,226.902   MT  1.00005366   +2 01 40.4
 MN0434;SPC CO N     - 1,639,933.99  3,865,566.09   sFT  1.00005366   +2 01 40.4
 MN0434;UTM  13      - 4,547,430.101   721,751.085   MT  1.00020525   +1 44 00.1
 MN0434
 MN0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0434!SPC NE       -   0.99982456  x   0.99969033  =   0.99951494
 MN0434!SPC CO N     -   0.99982456  x   1.00005366  =   0.99987821
 MN0434!UTM  13      -   0.99982456  x   1.00020525  =   1.00002977
 MN0434
 MN0434|---------------------------------------------------------------------|
 MN0434| PID    Reference Object                     Distance      Geod. Az  |
 MN0434|                                                           dddmmss.s |
 MN0434| CP7218 80 24B RM 1                          11.390 METERS 04910     |
 MN0434| CP7219 80 24B RM 2                           6.989 METERS 18347     |
 MN0434| MN0436 80 24 B AZ MK                       APPROX. 1.1 KM 2703951.1 |
 MN0434|---------------------------------------------------------------------|
 MN0434
 MN0434                          SUPERSEDED SURVEY CONTROL
 MN0434
 MN0434  NAD 83(1995)-  41 02 52.48620(N)    102 21 41.44188(W) AD(       ) 2
 MN0434  NAD 83(1995)-  41 02 52.48564(N)    102 21 41.44115(W) AD(       ) 2
 MN0434  NAD 83(1986)-  41 02 52.48501(N)    102 21 41.44118(W) AD(       ) 2
 MN0434  NAD 27      -  41 02 52.51970(N)    102 21 39.76622(W) AD(       ) 2
 MN0434  NGVD 29 (07/19/86) 1138.4    (m)         3735.     (f) VERT ANG       
 MN0434
 MN0434.Superseded values are not recommended for survey control.
 MN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0434.See file dsdata.txt to determine how the superseded data were derived.
 MN0434
 MN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2175147430(NAD 83)
 MN0434_MARKER: DD = SURVEY DISK
 MN0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0434
 MN0434  HISTORY     - Date     Condition        Report By
 MN0434  HISTORY     - 1964     MONUMENTED       NEDR
 MN0434
 MN0434                          STATION DESCRIPTION
 MN0434
 MN0434'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0434'STATION IS LOCATED ABOUT 6.0 MILES EAST AND 3.2 MILES SOUTH
 MN0434'OF THE POST OFFICE AT CHAPPELL, NEAR THE SECTION CORNER COMMON
 MN0434'TO SECTIONS 33 AND 34, T13N R44W, AND NEAR THE TOWNSHIP LINE
 MN0434'COMMON TO T12N AND T13N.
 MN0434'
 MN0434'TO REACH THE STATION FROM THE POST OFFICE IN CHAPPELL, PROCEED
 MN0434'EAST ON HIGHWAY 30 FOR 6.0 MILES TO THE INTERSECTION WITH
 MN0434'A COUNTY ROAD, TURN RIGHT (SOUTH) AND PROCEED ALONG COUNTY
 MN0434'ROAD FOR 3.0 MILES TO A T INTERSECTION AND THE STATION.
 MN0434'
 MN0434'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 MN0434'TRIANGULATION MARK STAMPED 80-24B, 1964 AND IS BURIED APPROXIMATELY
 MN0434'1.5 FT BELOW GROUND IN THE CENTER OF THE INTERSECTION, NEAR
 MN0434'THE SECTION CORNER 26 FT NORTH OF A WITNESS POST.
 MN0434'
 MN0434'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0434'STAMPED 80-24B, 1964 AND IS 37.37 FT NORTHEAST OF THE STATION.
 MN0434'
 MN0434'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0434'STAMPED 80-24B, 1964 AND IS 22.93 FT SOUTH OF THE STATION.
 MN0434'
 MN0434'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD NEBRASKA AZIMUTH
 MN0434'MARK STAMPED 80-24B, 1964 SET IN THE TOP OF A 6 IN CONCRETE
 MN0434'POST AND IS 32 FT NORTH OF THE CENTERLINE OF EAST-WEST COUNTY
 MN0434'ROAD AND 45 FT WEST OF THE CENTERLINE OF THE COUNTY ROAD THAT
 MN0434'LEADS SOUTH.  THE AZIMUTH MARK IS 10 FT NORTH OF A POWER POLE,
 MN0434'6 FT SOUTHEAST OF A TELEPHONE POLE, 3 FT NORTHEAST OF A WITNESS
 MN0434'POST AND ON LEVEL GROUND.
 MN0434'
 MN0434'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WEST ON
 MN0434'THE COUNTY ROAD FOR 0.7 MILE TO A T INTERSECTION AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0440 ***********************************************************************
 MN0440  DESIGNATION -  80 25
 MN0440  PID         -  MN0440
 MN0440  STATE/COUNTY-  NE/DEUEL
 MN0440  USGS QUAD   -  CHAPPELL (1961)
 MN0440
 MN0440                         *CURRENT SURVEY CONTROL
 MN0440  ___________________________________________________________________
 MN0440* NAD 83(1995)-  41 03 48.66550(N)    102 28 16.43501(W)     ADJUSTED  
 MN0440* NAVD 88     -      1168.1    (meters)    3832.     (feet)  VERTCON   
 MN0440  ___________________________________________________________________
 MN0440  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 MN0440  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 MN0440
 MN0440  HORZ ORDER  -  SECOND
 MN0440
 MN0440.The horizontal coordinates were established by classical geodetic methods
 MN0440.and adjusted by the National Geodetic Survey in August 1997..
 MN0440
 MN0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0440
 MN0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0440
 MN0440.The geoid height was determined by GEOID03.
 MN0440
 MN0440;                    North         East     Units Scale Factor Converg.
 MN0440;SPC NE       -   139,550.189   292,375.211   MT  0.99968821   -1 38 15.6
 MN0440;SPC CO N     -   501,264.282 1,168,948.134   MT  1.00005749   +1 57 25.2
 MN0440;SPC CO N     - 1,644,564.57  3,835,124.00   sFT  1.00005749   +1 57 25.2
 MN0440;UTM  13      - 4,548,889.419   712,478.547   MT  1.00015569   +1 39 42.3
 MN0440
 MN0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0440!SPC NE       -   0.99981996  x   0.99968821  =   0.99950822
 MN0440!SPC CO N     -   0.99981996  x   1.00005749  =   0.99987744
 MN0440!UTM  13      -   0.99981996  x   1.00015569  =   0.99997562
 MN0440
 MN0440|---------------------------------------------------------------------|
 MN0440| PID    Reference Object                     Distance      Geod. Az  |
 MN0440|                                                           dddmmss.s |
 MN0440| CP7221 80 25 RM 2                           19.602 METERS 18153     |
 MN0440| CP7220 80 25 RM 1                           20.824 METERS 25434     |
 MN0440| MN0442 80 25 AZ MK                         APPROX. 1.0 KM 3334653.8 |
 MN0440|---------------------------------------------------------------------|
 MN0440
 MN0440                          SUPERSEDED SURVEY CONTROL
 MN0440
 MN0440  NAD 83(1995)-  41 03 48.66547(N)    102 28 16.43542(W) AD(       ) 2
 MN0440  NAD 83(1995)-  41 03 48.66442(N)    102 28 16.43507(W) AD(       ) 2
 MN0440  NAD 83(1986)-  41 03 48.66375(N)    102 28 16.43511(W) AD(       ) 2
 MN0440  NAD 27      -  41 03 48.70358(N)    102 28 14.75451(W) AD(       ) 2
 MN0440  NGVD 29 (07/19/86) 1167.6    (m)         3831.     (f) VERT ANG       
 MN0440
 MN0440.Superseded values are not recommended for survey control.
 MN0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0440.See file dsdata.txt to determine how the superseded data were derived.
 MN0440
 MN0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1247948889(NAD 83)
 MN0440_MARKER: DD = SURVEY DISK
 MN0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0440
 MN0440  HISTORY     - Date     Condition        Report By
 MN0440  HISTORY     - 1964     MONUMENTED       NEDR
 MN0440
 MN0440                          STATION DESCRIPTION
 MN0440
 MN0440'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0440'STATION IS LOCATED ABOUT 2.3 MILES SOUTH OF THE POST OFFICE
 MN0440'AT CHAPPELL IN THE SW 1/4 SECTION 27, T13N, R45W.
 MN0440'
 MN0440'TO REACH THE STATION FROM THE POST OFFICE AT CHAPPELL, PROCEED
 MN0440'WEST FOR 0.3 MILE ON HIGHWAY 30 TO THE FARMERS ELEVATOR COMPANY,
 MN0440'AND THE INTERSECTION WITH A COUNTY ROAD, TURN LEFT (SOUTH)
 MN0440'AND PROCEED FOR 2.3 MILES ALONG THE COUNTY ROAD TO THE CASTLE
 MN0440'FARM (RED BRICK HOUSE, 3 WHITE BARNS, 5 OTHER WHITE BUILDINGS,
 MN0440'2 GRAIN BINS) ON THE LEFT, TURN LEFT (EAST) AND PROCEED FOR
 MN0440'0.3 MILE THROUGH THE CASTLE FARMYARD INTO THE PASTURE AND
 MN0440'THE STATION.
 MN0440'
 MN0440'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS TRIANGULATION
 MN0440'MARK STAMPED 80-25, 1963 WHICH IS SET 11 FT NORTH OF THE CENTERLINE
 MN0440'OF TRAIL ROAD, 4.4 FT EAST OF THE LINE OF THE NORTH-SOUTH FENCE
 MN0440'TO THE SOUTH, 20 FT NORTHEAST OF A CORNER FENCE POST AND 2.8 FT
 MN0440'NORTH OF A WITNESS POST, ON A FLAT PIECE OF GROUND WITH DRAINAGE
 MN0440'TO THE WEST AND NORTH.
 MN0440'
 MN0440'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK STAMPED
 MN0440'80-25, 1963 WHICH PROTRUDES 0.3 FT ABOVE GROUND, AND IS 68.32 FT
 MN0440'WEST-SOUTHWEST OF THE STATION AND 1 FT NORTH OF A FENCE LINE.
 MN0440'
 MN0440'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0440'STAMPED 80-25, 1963 WHICH PROTRUDES 0.2 FT ABOVE GROUND AND
 MN0440'IS 64.31 FT SOUTH OF THE STATION AND 1 FT EAST OF A FENCE LINE.
 MN0440'
 MN0440'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD NEBRASKA AZIMUTH
 MN0440'MARK STAMPED 80-25, 1963 AND IS 1.2 FT WEST OF THE NORTH-SOUTH
 MN0440'FENCE LINE, 45.4 FT SOUTH OF A TELEPHONE POLE, AND 45.4 FT WEST
 MN0440'OF THE CENTERLINE OF NORTH-SOUTH COUNTY ROAD, AND ON A SIDE
 MN0440'HILL 171.6 FT NORTH OF AN EAST-WEST FENCE LINE.
 MN0440'
 MN0440'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WEST THROUGH
 MN0440'CASTLES FARM YARD FOR 0.3 MILE TO THE INTERSECTION WITH OILED
 MN0440'COUNTY ROAD, TURN RIGHT (NORTH) AND PROCEED FOR ABOUT 0.5 MILE
 MN0440'TO MARK ON THE LEFT IN THE PASTURE ON THE WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0458 ***********************************************************************
 MN0458  DESIGNATION -  80 25 A AZ MK
 MN0458  PID         -  MN0458
 MN0458  STATE/COUNTY-  NE/DEUEL
 MN0458  USGS QUAD   -  LODGEPOLE SE (1972)
 MN0458
 MN0458                         *CURRENT SURVEY CONTROL
 MN0458  ___________________________________________________________________
 MN0458* NAD 83(1995)-  41 05 29.89274(N)    102 33 58.12258(W)     ADJUSTED  
 MN0458* NAVD 88     -      1191.6    (meters)    3909.     (feet)  VERTCON   
 MN0458  ___________________________________________________________________
 MN0458  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 MN0458  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 MN0458
 MN0458  HORZ ORDER  -  SECOND
 MN0458
 MN0458.The horizontal coordinates were established by classical geodetic methods
 MN0458.and adjusted by the National Geodetic Survey in August 1997..
 MN0458
 MN0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0458
 MN0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0458
 MN0458.The geoid height was determined by GEOID03.
 MN0458
 MN0458;                    North         East     Units Scale Factor Converg.
 MN0458;SPC NE       -   142,902.870   284,495.856   MT  0.99968457   -1 42 02.1
 MN0458;SPC CO N     -   504,117.309 1,160,871.010   MT  1.00006459   +1 53 44.4
 MN0458;SPC CO N     - 1,653,924.87  3,808,624.31   sFT  1.00006459   +1 53 44.4
 MN0458;UTM  13      - 4,551,784.253   704,415.640   MT  1.00011431   +1 36 00.9
 MN0458
 MN0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0458!SPC NE       -   0.99981625  x   0.99968457  =   0.99950088
 MN0458!SPC CO N     -   0.99981625  x   1.00006459  =   0.99988083
 MN0458!UTM  13      -   0.99981625  x   1.00011431  =   0.99993054
 MN0458
 MN0458                          SUPERSEDED SURVEY CONTROL
 MN0458
 MN0458  NAD 83(1995)-  41 05 29.89261(N)    102 33 58.12262(W) AD(       ) 2
 MN0458  NAD 83(1995)-  41 05 29.89083(N)    102 33 58.12322(W) AD(       ) 2
 MN0458  NAD 83(1986)-  41 05 29.89034(N)    102 33 58.12324(W) AD(       ) 2
 MN0458  NAD 27      -  41 05 29.93444(N)    102 33 56.43217(W) AD(       ) 2
 MN0458  NGVD 29 (07/19/86) 1191.1    (m)         3908.     (f) VERT ANG       
 MN0458
 MN0458.Superseded values are not recommended for survey control.
 MN0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0458.See file dsdata.txt to determine how the superseded data were derived.
 MN0458
 MN0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0441651784(NAD 83)
 MN0458_MARKER: DZ = AZIMUTH MARK DISK
 MN0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0458+STABILITY: SURFACE MOTION
 MN0458
 MN0458  HISTORY     - Date     Condition        Report By
 MN0458  HISTORY     - 1964     MONUMENTED       NEDR
 MN0458
 MN0458                          STATION DESCRIPTION
 MN0458
 MN0458'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964
 MN0458'AZIMUTH MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS AZIMUTH
 MN0458'MARK STAMPED 80-25A, 1963 AND IS 3 FT SOUTH OF A FENCE LINE,
 MN0458'30 FT NORTH OF THE CENTERLINE OF THE COUNTY ROAD AND 3 FT
 MN0458'SOUTH OF A WITNESS POST.
 MN0458'
 MN0458'TO REACH THE AZIMUTH MARK FROM STATION 80-25A NEDR, PROCEED 0.2 MILE
 MN0458'BACK ALONG THE TRAIL THROUGH CATTLE GATE TO THE COUNTY ROAD, TURN
 MN0458'RIGHT (WEST) AND PROCEED ON COUNTY ROAD FOR 0.5 MILE TO THE
 MN0458'MARK ON THE NORTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0442 ***********************************************************************
 MN0442  DESIGNATION -  80 25 AZ MK
 MN0442  PID         -  MN0442
 MN0442  STATE/COUNTY-  NE/DEUEL
 MN0442  USGS QUAD   -  CHAPPELL (1961)
 MN0442
 MN0442                         *CURRENT SURVEY CONTROL
 MN0442  ___________________________________________________________________
 MN0442* NAD 83(1995)-  41 04 17.95457(N)    102 28 35.49466(W)     ADJUSTED  
 MN0442* NAVD 88     -      1140.     (meters)    3740.     (feet)  VERTCON   
 MN0442  ___________________________________________________________________
 MN0442  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 MN0442  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 MN0442
 MN0442  HORZ ORDER  -  SECOND
 MN0442
 MN0442.The horizontal coordinates were established by classical geodetic methods
 MN0442.and adjusted by the National Geodetic Survey in August 1997..
 MN0442
 MN0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0442
 MN0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0442
 MN0442.The geoid height was determined by GEOID03.
 MN0442
 MN0442;                    North         East     Units Scale Factor Converg.
 MN0442;SPC NE       -   140,465.792   291,956.388   MT  0.99968713   -1 38 28.3
 MN0442;SPC CO N     -   502,152.154 1,168,472.552   MT  1.00005952   +1 57 12.8
 MN0442;SPC CO N     - 1,647,477.53  3,833,563.70   sFT  1.00005952   +1 57 12.8
 MN0442;UTM  13      - 4,549,779.815   712,007.499   MT  1.00015322   +1 39 30.8
 MN0442
 MN0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0442!SPC NE       -   0.99982428  x   0.99968713  =   0.99951147
 MN0442!SPC CO N     -   0.99982428  x   1.00005952  =   0.99988379
 MN0442!UTM  13      -   0.99982428  x   1.00015322  =   0.99997748
 MN0442
 MN0442                          SUPERSEDED SURVEY CONTROL
 MN0442
 MN0442  NAD 83(1995)-  41 04 17.95449(N)    102 28 35.49503(W) AD(       ) 2
 MN0442  NAD 83(1995)-  41 04 17.95351(N)    102 28 35.49484(W) AD(       ) 2
 MN0442  NAD 83(1986)-  41 04 17.95284(N)    102 28 35.49486(W) AD(       ) 2
 MN0442  NAD 27      -  41 04 17.99762(N)    102 28 33.81610(W) AD(       ) 2
 MN0442  NGVD 29 (07/19/86) 1140.     (m)         3740.     (f) VERT ANG       
 MN0442
 MN0442.Superseded values are not recommended for survey control.
 MN0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0442.See file dsdata.txt to determine how the superseded data were derived.
 MN0442
 MN0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1200749780(NAD 83)
 MN0442_MARKER: DZ = AZIMUTH MARK DISK
 MN0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0442+STABILITY: SURFACE MOTION
 MN0442
 MN0442  HISTORY     - Date     Condition        Report By
 MN0442  HISTORY     - 1964     MONUMENTED       NEDR
 MN0442
 MN0442                          STATION DESCRIPTION
 MN0442
 MN0442'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964
 MN0442'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD NEBRASKA AZIMUTH
 MN0442'MARK STAMPED 80-25, 1963 AND IS 1.2 FT WEST OF THE NORTH-SOUTH
 MN0442'FENCE LINE, 45.4 FT SOUTH OF A TELEPHONE POLE, AND 45.4 FT WEST
 MN0442'OF THE CENTERLINE OF NORTH-SOUTH COUNTY ROAD, AND ON A SIDE
 MN0442'HILL 171.6 FT NORTH OF AN EAST-WEST FENCE LINE.
 MN0442'
 MN0442'TO REACH THE AZIMUTH MARK FROM STATION 80-25 NEDR, PROCEED WEST
 MN0442'THROUGH CASTLES FARM YARD FOR 0.3 MILE TO THE INTERSECTION WITH OILED
 MN0442'COUNTY ROAD, TURN RIGHT (NORTH) AND PROCEED FOR ABOUT 0.5 MILE
 MN0442'TO MARK ON THE LEFT IN THE PASTURE ON THE WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0457 ***********************************************************************
 MN0457  DESIGNATION -  80 25 B AZ MK
 MN0457  PID         -  MN0457
 MN0457  STATE/COUNTY-  NE/CHEYENNE
 MN0457  USGS QUAD   -  LODGEPOLE SE (1972)
 MN0457
 MN0457                         *CURRENT SURVEY CONTROL
 MN0457  ___________________________________________________________________
 MN0457* NAD 83(1995)-  41 06 20.61289(N)    102 36 06.67721(W)     ADJUSTED  
 MN0457* NAVD 88     -      1211.     (meters)    3973.     (feet)  VERTCON   
 MN0457  ___________________________________________________________________
 MN0457  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 MN0457  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 MN0457
 MN0457  HORZ ORDER  -  SECOND
 MN0457
 MN0457.The horizontal coordinates were established by classical geodetic methods
 MN0457.and adjusted by the National Geodetic Survey in August 1997..
 MN0457
 MN0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0457
 MN0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0457
 MN0457.The geoid height was determined by GEOID03.
 MN0457
 MN0457;                    North         East     Units Scale Factor Converg.
 MN0457;SPC NE       -   144,555.952   281,544.935   MT  0.99968283   -1 43 27.3
 MN0457;SPC CO N     -   505,582.584 1,157,821.036   MT  1.00006824   +1 52 21.3
 MN0457;SPC CO N     - 1,658,732.19  3,798,617.85   sFT  1.00006824   +1 52 21.3
 MN0457;UTM  13      - 4,553,265.294   701,373.139   MT  1.00009911   +1 34 37.9
 MN0457
 MN0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0457!SPC NE       -   0.99981329  x   0.99968283  =   0.99949618
 MN0457!SPC CO N     -   0.99981329  x   1.00006824  =   0.99988151
 MN0457!UTM  13      -   0.99981329  x   1.00009911  =   0.99991238
 MN0457
 MN0457                          SUPERSEDED SURVEY CONTROL
 MN0457
 MN0457  NAD 83(1995)-  41 06 20.61289(N)    102 36 06.67767(W) AD(       ) 2
 MN0457  NAD 83(1995)-  41 06 20.61021(N)    102 36 06.67711(W) AD(       ) 2
 MN0457  NAD 83(1986)-  41 06 20.60990(N)    102 36 06.67720(W) AD(       ) 2
 MN0457  NAD 27      -  41 06 20.65655(N)    102 36 04.98683(W) AD(       ) 2
 MN0457  NGVD 29 (07/19/86) 1210.     (m)         3970.     (f) VERT ANG       
 MN0457
 MN0457.Superseded values are not recommended for survey control.
 MN0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0457.See file dsdata.txt to determine how the superseded data were derived.
 MN0457
 MN0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0137353265(NAD 83)
 MN0457_MARKER: DZ = AZIMUTH MARK DISK
 MN0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0457+STABILITY: SURFACE MOTION
 MN0457
 MN0457  HISTORY     - Date     Condition        Report By
 MN0457  HISTORY     - 1964     MONUMENTED       NEDR
 MN0457
 MN0457                          STATION DESCRIPTION
 MN0457
 MN0457'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964
 MN0457'AZIMUTH MARK IS A STANDARD NEBRASKA AZIMUTH MARK STAMPED
 MN0457'80-25B, 1964 WHICH IS SET FLUSH WITH THE GROUND 3 FT EAST
 MN0457'OF A CORNER FENCE POST AND 4 FT NORTH OF A WITNESS POST.
 MN0457'
 MN0457'TO REACH THE AZIMUTH MARK FROM STATION 80-25B NEDR, PROCEED EAST 0.1
 MN0457'MILE TO THE COUNTY ROAD, TURN RIGHT (SOUTH) AND CONTINUE FOR
 MN0457'0.2 OF A MILE ALONG THE COUNTY ROAD TO A FARM DRIVE ON THE
 MN0457'EAST SIDE OF THE ROAD, TURN LEFT (EAST) INTO FARM DRIVE AND
 MN0457'CONTINUE FOR 0.5 OF A MILE TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0459 ***********************************************************************
 MN0459  DESIGNATION -  80 25A
 MN0459  PID         -  MN0459
 MN0459  STATE/COUNTY-  NE/DEUEL
 MN0459  USGS QUAD   -  LODGEPOLE SE (1972)
 MN0459
 MN0459                         *CURRENT SURVEY CONTROL
 MN0459  ___________________________________________________________________
 MN0459* NAD 83(1995)-  41 05 41.81449(N)    102 33 25.80654(W)     ADJUSTED  
 MN0459* NAVD 88     -      1193.7    (meters)    3916.     (feet)  VERTCON   
 MN0459  ___________________________________________________________________
 MN0459  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 MN0459  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 MN0459
 MN0459  HORZ ORDER  -  SECOND
 MN0459
 MN0459.The horizontal coordinates were established by classical geodetic methods
 MN0459.and adjusted by the National Geodetic Survey in August 1997..
 MN0459
 MN0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0459
 MN0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0459
 MN0459.The geoid height was determined by GEOID03.
 MN0459
 MN0459;                    North         East     Units Scale Factor Converg.
 MN0459;SPC NE       -   143,248.029   285,260.367   MT  0.99968415   -1 41 40.7
 MN0459;SPC CO N     -   504,509.890 1,161,612.648   MT  1.00006544   +1 54 05.3
 MN0459;SPC CO N     - 1,655,212.86  3,811,057.50   sFT  1.00006544   +1 54 05.3
 MN0459;UTM  13      - 4,552,173.027   705,159.330   MT  1.00011805   +1 36 22.5
 MN0459
 MN0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0459!SPC NE       -   0.99981593  x   0.99968415  =   0.99950014
 MN0459!SPC CO N     -   0.99981593  x   1.00006544  =   0.99988136
 MN0459!UTM  13      -   0.99981593  x   1.00011805  =   0.99993396
 MN0459
 MN0459|---------------------------------------------------------------------|
 MN0459| PID    Reference Object                     Distance      Geod. Az  |
 MN0459|                                                           dddmmss.s |
 MN0459| CP7222 80 25A RM 1                          16.051 METERS 21716     |
 MN0459| CP7223 80 25A RM 2                           7.373 METERS 23313     |
 MN0459| MN0458 80 25 A AZ MK                       APPROX. 0.8 KM 2440026.2 |
 MN0459|---------------------------------------------------------------------|
 MN0459
 MN0459                          SUPERSEDED SURVEY CONTROL
 MN0459
 MN0459  NAD 83(1995)-  41 05 41.81434(N)    102 33 25.80663(W) AD(       ) 2
 MN0459  NAD 83(1995)-  41 05 41.81269(N)    102 33 25.80718(W) AD(       ) 2
 MN0459  NAD 83(1986)-  41 05 41.81218(N)    102 33 25.80719(W) AD(       ) 2
 MN0459  NAD 27      -  41 05 41.85633(N)    102 33 24.11713(W) AD(       ) 2
 MN0459  NGVD 29 (07/19/86) 1193.2    (m)         3915.     (f) VERT ANG       
 MN0459
 MN0459.Superseded values are not recommended for survey control.
 MN0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0459.See file dsdata.txt to determine how the superseded data were derived.
 MN0459
 MN0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0515952173(NAD 83)
 MN0459_MARKER: DD = SURVEY DISK
 MN0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0459
 MN0459  HISTORY     - Date     Condition        Report By
 MN0459  HISTORY     - 1964     MONUMENTED       NEDR
 MN0459
 MN0459                          STATION DESCRIPTION
 MN0459
 MN0459'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0459'STATION IS LOCATED ABOUT 4.5 MILES WEST OF THE POST OFFICE
 MN0459'AT CHAPPELL IN THE SE 1/4 OF SECTION 14, T13N R46W.
 MN0459'
 MN0459'TO REACH THE STATION FROM THE POST OFFICE AT CHAPPELL, PROCEED
 MN0459'WEST ON HIGHWAY 30 FOR ABOUT 0.3 MILE, AT THIS POINT HIGHWAY
 MN0459'30 ANGLES TO THE NORTHWEST, CONTINUE ALONG HIGHWAY 30 FOR
 MN0459'4.8 MILES TO THE INTERSECTION WITH A COUNTY ROAD, TURN LEFT
 MN0459'(SOUTH) AND PROCEED ALONG THE COUNTY ROAD FOR 2.2 MILES TO
 MN0459'THE JUNCTION WITH A COUNTY ROAD, TURN RIGHT (WEST) AND PROCEED
 MN0459'FOR 0.2 MILE ON COUNTY ROAD TO CATTLE GATE ON THE NORTH SIDE
 MN0459'OF THE ROAD, TURN RIGHT (NORTH) THROUGH CATTLE GATE INTO
 MN0459'PASTURE, THEN ALONG A TRAIL FOR 0.2 MILE TO RADIO RELAY TOWER ON
 MN0459'TOP OF A ROCKY KNOB AND THE STATION.
 MN0459'
 MN0459'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 MN0459'TRIANGULATION MARK STAMPED 80-25A, 1963 WHICH IS SET FLUSH
 MN0459'WITH THE GROUND 27 FT NORTHWEST OF THE RADIO TOWER AND 18 FT
 MN0459'SOUTH OF A FENCE LINE.
 MN0459'
 MN0459'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0459'STAMPED 80-25A, 1963 WHICH IS SET 0.2 FT ABOVE THE GROUND AND
 MN0459'IS 3 FT WEST OF THE FENCE LINE AND 52.66 FT EAST-SOUTHEAST
 MN0459'OF THE STATION.
 MN0459'
 MN0459'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0459'STAMPED 80-25A, 1963 WHICH IS SET 0.2 FT ABOVE THE GROUND AND
 MN0459'IS 3 FT EAST OF THE FENCE LINE AND 24.19 FT SOUTHWEST OF THE
 MN0459'STATION.
 MN0459'
 MN0459'AZIMUTH MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS AZIMUTH
 MN0459'MARK STAMPED 80-25A, 1963 AND IS 3 FT SOUTH OF A FENCE LINE,
 MN0459'30 FT NORTH OF THE CENTERLINE OF THE COUNTY ROAD AND 3 FT
 MN0459'SOUTH OF A WITNESS POST.
 MN0459'
 MN0459'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED 0.2 MILE
 MN0459'BACK ALONG THE TRAIL THROUGH CATTLE GATE TO THE COUNTY ROAD, TURN
 MN0459'RIGHT (WEST) AND PROCEED ON COUNTY ROAD FOR 0.5 MILE TO THE
 MN0459'MARK ON THE NORTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0462 ***********************************************************************
 MN0462  DESIGNATION -  80 25B
 MN0462  PID         -  MN0462
 MN0462  STATE/COUNTY-  NE/CHEYENNE
 MN0462  USGS QUAD   -  LODGEPOLE SE (1972)
 MN0462
 MN0462                         *CURRENT SURVEY CONTROL
 MN0462  ___________________________________________________________________
 MN0462* NAD 83(1995)-  41 06 38.40152(N)    102 36 43.07787(W)     ADJUSTED  
 MN0462* NAVD 88     -      1220.1    (meters)    4003.     (feet)  VERTCON   
 MN0462  ___________________________________________________________________
 MN0462  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 MN0462  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 MN0462
 MN0462  HORZ ORDER  -  SECOND
 MN0462
 MN0462.The horizontal coordinates were established by classical geodetic methods
 MN0462.and adjusted by the National Geodetic Survey in August 1997..
 MN0462
 MN0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0462
 MN0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0462
 MN0462.The geoid height was determined by GEOID03.
 MN0462
 MN0462;                    North         East     Units Scale Factor Converg.
 MN0462;SPC NE       -   145,129.885   280,712.806   MT  0.99968224   -1 43 51.4
 MN0462;SPC CO N     -   506,103.383 1,156,954.205   MT  1.00006953   +1 51 57.8
 MN0462;SPC CO N     - 1,660,440.85  3,795,773.92   sFT  1.00006953   +1 51 57.8
 MN0462;UTM  13      - 4,553,790.569   700,508.980   MT  1.00009483   +1 34 14.5
 MN0462
 MN0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0462!SPC NE       -   0.99981178  x   0.99968224  =   0.99949408
 MN0462!SPC CO N     -   0.99981178  x   1.00006953  =   0.99988130
 MN0462!UTM  13      -   0.99981178  x   1.00009483  =   0.99990659
 MN0462
 MN0462|---------------------------------------------------------------------|
 MN0462| PID    Reference Object                     Distance      Geod. Az  |
 MN0462|                                                           dddmmss.s |
 MN0462| CP7224 80 25B RM 1                          31.809 METERS 01157     |
 MN0462| MN0457 80 25 B AZ MK                       APPROX. 1.0 KM 1225149.5 |
 MN0462| CP7225 80 25B RM 2                          15.036 METERS 17800     |
 MN0462|---------------------------------------------------------------------|
 MN0462
 MN0462                          SUPERSEDED SURVEY CONTROL
 MN0462
 MN0462  NAD 83(1995)-  41 06 38.40149(N)    102 36 43.07827(W) AD(       ) 2
 MN0462  NAD 83(1995)-  41 06 38.39873(N)    102 36 43.07795(W) AD(       ) 2
 MN0462  NAD 83(1986)-  41 06 38.39844(N)    102 36 43.07802(W) AD(       ) 2
 MN0462  NAD 27      -  41 06 38.44587(N)    102 36 41.38633(W) AD(       ) 2
 MN0462  NGVD 29 (07/19/86) 1219.6    (m)         4001.     (f) VERT ANG       
 MN0462
 MN0462.Superseded values are not recommended for survey control.
 MN0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0462.See file dsdata.txt to determine how the superseded data were derived.
 MN0462
 MN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0050953791(NAD 83)
 MN0462_MARKER: DD = SURVEY DISK
 MN0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0462
 MN0462  HISTORY     - Date     Condition        Report By
 MN0462  HISTORY     - 1964     MONUMENTED       NEDR
 MN0462
 MN0462                          STATION DESCRIPTION
 MN0462
 MN0462'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0462'STATION IS LOCATED ABOUT 1.4 MILES EAST AND 2.8 MILES SOUTH
 MN0462'OF THE POST OFFICE AT LODGEPOLE IN THE SE 1/4 OF SECTION 8,
 MN0462'T13N R46W AND NEAR THE COUNTY LINE BETWEEN THE COUNTIES OF
 MN0462'CHEYENNE AND DEUEL.
 MN0462'
 MN0462'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE, PROCEED
 MN0462'SOUTHEAST ON HIGHWAY 30 FOR 1.6 MILE TO THE JUNCTION WITH A
 MN0462'COUNTY ROAD, TURN RIGHT (SOUTH) AND PROCEED ALONG A COUNTY ROAD
 MN0462'FOR 2.3 MILES, TURN RIGHT (WEST) INTO A PASTURE AND PROCEED
 MN0462'FOR 0.1 OF A MILE TO A RADIO RELAY TOWER AND THE STATION.
 MN0462'
 MN0462'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 MN0462'TRIANGULATION MARK STAMPED 80-25B, 1964 WHICH IS SET FLUSH
 MN0462'WITH THE GROUND, 25 FT EAST OF A RADIO RELAY TOWER AND 50
 MN0462'FT NORTH OF A POWER POLE.
 MN0462'
 MN0462'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0462'STAMPED 80-25B, 1964 WHICH PROTRUDES 0.1 FT ABOVE THE GROUND
 MN0462'AND IS 104.36 FT NORTH-NORTHEAST OF THE STATION.
 MN0462'
 MN0462'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0462'STAMPED 80-25B, 1964 WHICH PROTRUDES 0.1 FT ABOVE THE GROUND
 MN0462'AND IS 49.33 FT SOUTH OF THE STATION.
 MN0462'
 MN0462'AZIMUTH MARK IS A STANDARD NEBRASKA AZIMUTH MARK STAMPED
 MN0462'80-25B, 1964 WHICH IS SET FLUSH WITH THE GROUND 3 FT EAST
 MN0462'OF A CORNER FENCE POST AND 4 FT NORTH OF A WITNESS POST.
 MN0462'
 MN0462'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED EAST 0.1
 MN0462'MILE TO THE COUNTY ROAD, TURN RIGHT (SOUTH) AND CONTINUE FOR
 MN0462'0.2 OF A MILE ALONG THE COUNTY ROAD TO A FARM DRIVE ON THE
 MN0462'EAST SIDE OF THE ROAD, TURN LEFT (EAST) INTO FARM DRIVE AND
 MN0462'CONTINUE FOR 0.5 OF A MILE TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0467 ***********************************************************************
 MN0467  DESIGNATION -  80 26
 MN0467  PID         -  MN0467
 MN0467  STATE/COUNTY-  NE/CHEYENNE
 MN0467  USGS QUAD   -  LODGEPOLE SW (1972)
 MN0467
 MN0467                         *CURRENT SURVEY CONTROL
 MN0467  ___________________________________________________________________
 MN0467* NAD 83(1995)-  41 07 13.88506(N)    102 41 30.49489(W)     ADJUSTED  
 MN0467* NAVD 88     -      1243.3    (meters)    4079.     (feet)  VERTCON   
 MN0467  ___________________________________________________________________
 MN0467  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 MN0467  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 MN0467
 MN0467  HORZ ORDER  -  SECOND
 MN0467
 MN0467.The horizontal coordinates were established by classical geodetic methods
 MN0467.and adjusted by the National Geodetic Survey in August 1997..
 MN0467
 MN0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0467
 MN0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0467
 MN0467.The geoid height was determined by GEOID03.
 MN0467
 MN0467;                    North         East     Units Scale Factor Converg.
 MN0467;SPC NE       -   146,429.225   274,046.212   MT  0.99968108   -1 47 01.9
 MN0467;SPC CO N     -   506,982.177 1,150,216.593   MT  1.00007214   +1 48 52.1
 MN0467;SPC CO N     - 1,663,324.03  3,773,668.94   sFT  1.00007214   +1 48 52.1
 MN0467;UTM  13      - 4,554,704.130   693,775.943   MT  1.00006215   +1 31 06.4
 MN0467
 MN0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0467!SPC NE       -   0.99980813  x   0.99968108  =   0.99948928
 MN0467!SPC CO N     -   0.99980813  x   1.00007214  =   0.99988026
 MN0467!UTM  13      -   0.99980813  x   1.00006215  =   0.99987027
 MN0467
 MN0467|---------------------------------------------------------------------|
 MN0467| PID    Reference Object                     Distance      Geod. Az  |
 MN0467|                                                           dddmmss.s |
 MN0467| CP7226 80 26 RM 1                           12.070 METERS 06919     |
 MN0467| MN0466 80 26 AZ MK                         APPROX. 0.7 KM 2703600.2 |
 MN0467| CP7227 80 26 RM 2                           12.146 METERS 28905     |
 MN0467|---------------------------------------------------------------------|
 MN0467
 MN0467                          SUPERSEDED SURVEY CONTROL
 MN0467
 MN0467  NAD 83(1995)-  41 07 13.88511(N)    102 41 30.49522(W) AD(       ) 2
 MN0467  NAD 83(1995)-  41 07 13.88103(N)    102 41 30.49481(W) AD(       ) 2
 MN0467  NAD 83(1986)-  41 07 13.88098(N)    102 41 30.49491(W) AD(       ) 2
 MN0467  NAD 27      -  41 07 13.93737(N)    102 41 28.79622(W) AD(       ) 2
 MN0467  NGVD 29 (07/19/86) 1242.8    (m)         4077.     (f) VERT ANG       
 MN0467
 MN0467.Superseded values are not recommended for survey control.
 MN0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0467.See file dsdata.txt to determine how the superseded data were derived.
 MN0467
 MN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9377654704(NAD 83)
 MN0467_MARKER: DD = SURVEY DISK
 MN0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0467
 MN0467  HISTORY     - Date     Condition        Report By
 MN0467  HISTORY     - 1964     MONUMENTED       NEDR
 MN0467  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0467
 MN0467                          STATION DESCRIPTION
 MN0467
 MN0467'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0467'STATION IS LOCATED ABOUT 2.8 MILES WEST AND 2.0 MILES SOUTH
 MN0467'OF THE POST OFFICE IN LODGEPOLE AND IS NEAR THE SECTION LINE,
 MN0467'ABOUT 1600 FT WEST OF THE SECTION CORNER COMMON TO SECTIONS
 MN0467'2, 3, 10 AND 11, T13N R47W.
 MN0467'
 MN0467'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE, PROCEED
 MN0467'WEST ALONG HIGHWAY 30 FOR 2.9 MILES, TURN LEFT (SOUTH) AND
 MN0467'CONTINUE ALONG COUNTY ROAD FOR 2.6 MILES TO THE JUNCTION WITH
 MN0467'A COUNTY ROAD, TURN RIGHT (WEST) AND PROCEED FOR 0.3 OF A
 MN0467'MILE TO THE MARK ON THE NORTH SIDE OF THE ROAD.
 MN0467'
 MN0467'STATION MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 MN0467'TRIANGULATION MARK STAMPED 80-26, 1964 WHICH IS BURIED 1 FT
 MN0467'IN THE NORTH EDGE OF THE ROAD, 14 FT SOUTH OF A FENCE LINE,
 MN0467'13.15 FT NORTH OF A WITNESS POST.
 MN0467'
 MN0467'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0467'DISK STAMPED 80-26, 1964 WHICH PROTRUDES 0.2 FT ABOVE GROUND
 MN0467'AND IS 1 FT NORTH OF A FENCE LINE, 39.60 FT EAST-NORTHEAST
 MN0467'OF THE STATION.
 MN0467'
 MN0467'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0467'STAMPED 80-26, 1964 0.2 FT ABOVE GROUND AND IS 1 FT NORTH
 MN0467'OF A FENCE LINE, 39.85 FT WEST-NORTHWEST OF THE STATION.
 MN0467'
 MN0467'AZIMUTH MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS AZIMUTH
 MN0467'MARK STAMPED 80-26, 1964 AND IS 1 FT SOUTHEAST OF A FENCE LINE,
 MN0467'32 FT NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 3 FT EAST
 MN0467'OF A WITNESS POST.
 MN0467'
 MN0467'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 MN0467'THE COUNTY ROAD FOR 0.5 OF A MILE TO THE MARK ON THE NORTH
 MN0467'SIDE OF THE ROAD.
 MN0467
 MN0467                          STATION RECOVERY (1972)
 MN0467
 MN0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JEK)
 MN0467'THE STATION AND R.M. 1 AND R.M. 2 WERE NOT FOUND.  THE WITNESS POST
 MN0467'HAS BEEN REMOVED.  A THOUROUGH SEARCH WAS MADE FOR THE R.M.S
 MN0467'USING A STEEL ROD.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION
 MN0467'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0466 ***********************************************************************
 MN0466  DESIGNATION -  80 26 AZ MK
 MN0466  PID         -  MN0466
 MN0466  STATE/COUNTY-  NE/CHEYENNE
 MN0466  USGS QUAD   -  LODGEPOLE SW (1972)
 MN0466
 MN0466                         *CURRENT SURVEY CONTROL
 MN0466  ___________________________________________________________________
 MN0466* NAD 83(1995)-  41 07 14.13058(N)    102 42 01.64239(W)     ADJUSTED  
 MN0466* NAVD 88     -      1242.     (meters)    4075.     (feet)  VERTCON   
 MN0466  ___________________________________________________________________
 MN0466  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 MN0466  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 MN0466
 MN0466  HORZ ORDER  -  SECOND
 MN0466
 MN0466.The horizontal coordinates were established by classical geodetic methods
 MN0466.and adjusted by the National Geodetic Survey in August 1997..
 MN0466
 MN0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0466
 MN0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0466
 MN0466.The geoid height was determined by GEOID03.
 MN0466
 MN0466;                    North         East     Units Scale Factor Converg.
 MN0466;SPC NE       -   146,459.441   273,320.417   MT  0.99968107   -1 47 22.5
 MN0466;SPC CO N     -   506,966.775 1,149,490.048   MT  1.00007216   +1 48 32.0
 MN0466;SPC CO N     - 1,663,273.49  3,771,285.27   sFT  1.00007216   +1 48 32.0
 MN0466;UTM  13      - 4,554,692.482   693,049.336   MT  1.00005869   +1 30 45.9
 MN0466
 MN0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0466!SPC NE       -   0.99980842  x   0.99968107  =   0.99948955
 MN0466!SPC CO N     -   0.99980842  x   1.00007216  =   0.99988056
 MN0466!UTM  13      -   0.99980842  x   1.00005869  =   0.99986709
 MN0466
 MN0466                          SUPERSEDED SURVEY CONTROL
 MN0466
 MN0466  NAD 83(1995)-  41 07 14.13062(N)    102 42 01.64266(W) AD(       ) 2
 MN0466  NAD 83(1995)-  41 07 14.12644(N)    102 42 01.64237(W) AD(       ) 2
 MN0466  NAD 83(1986)-  41 07 14.12640(N)    102 42 01.64245(W) AD(       ) 2
 MN0466  NAD 27      -  41 07 14.18239(N)    102 41 59.94275(W) AD(       ) 2
 MN0466  NGVD 29 (07/19/86) 1241.     (m)         4072.     (f) VERT ANG       
 MN0466
 MN0466.Superseded values are not recommended for survey control.
 MN0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0466.See file dsdata.txt to determine how the superseded data were derived.
 MN0466
 MN0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9304954692(NAD 83)
 MN0466_MARKER: DZ = AZIMUTH MARK DISK
 MN0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0466+STABILITY: SURFACE MOTION
 MN0466
 MN0466  HISTORY     - Date     Condition        Report By
 MN0466  HISTORY     - 1964     MONUMENTED       NEDR
 MN0466
 MN0466                          STATION DESCRIPTION
 MN0466
 MN0466'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964
 MN0466'AZIMUTH MARK IS A STANDARD NEBRASKA DEPARTMENT OF ROADS AZIMUTH
 MN0466'MARK STAMPED 80-26, 1964 AND IS 1 FT SOUTHEAST OF A FENCE LINE,
 MN0466'32 FT NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 3 FT EAST
 MN0466'OF A WITNESS POST.
 MN0466'
 MN0466'TO REACH THE AZIMUTH MARK FROM STATION 80-26 NEDR, CONTINUE WEST ON
 MN0466'THE COUNTY ROAD FOR 0.5 OF A MILE TO THE MARK ON THE NORTH
 MN0466'SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0474 ***********************************************************************
 MN0474  DESIGNATION -  80 27
 MN0474  PID         -  MN0474
 MN0474  STATE/COUNTY-  NE/CHEYENNE
 MN0474  USGS QUAD   -  SIDNEY SE (1972)
 MN0474
 MN0474                         *CURRENT SURVEY CONTROL
 MN0474  ___________________________________________________________________
 MN0474* NAD 83(1995)-  41 07 12.89215(N)    102 48 56.52938(W)     ADJUSTED  
 MN0474* NAVD 88     -      1268.5    (meters)    4162.     (feet)  VERTCON   
 MN0474  ___________________________________________________________________
 MN0474  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 MN0474  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 MN0474
 MN0474  HORZ ORDER  -  SECOND
 MN0474
 MN0474.The horizontal coordinates were established by classical geodetic methods
 MN0474.and adjusted by the National Geodetic Survey in August 1997..
 MN0474
 MN0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0474
 MN0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0474
 MN0474.The geoid height was determined by GEOID03.
 MN0474
 MN0474;                    North         East     Units Scale Factor Converg.
 MN0474;SPC NE       -   146,729.871   263,648.601   MT  0.99968111   -1 51 57.4
 MN0474;SPC CO N     -   506,629.339 1,139,816.552   MT  1.00007207   +1 44 03.9
 MN0474;SPC CO N     - 1,662,166.42  3,739,548.14   sFT  1.00007207   +1 44 03.9
 MN0474;UTM  13      - 4,554,405.176   683,374.570   MT  1.00001387   +1 26 12.8
 MN0474
 MN0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0474!SPC NE       -   0.99980419  x   0.99968111  =   0.99948536
 MN0474!SPC CO N     -   0.99980419  x   1.00007207  =   0.99987624
 MN0474!UTM  13      -   0.99980419  x   1.00001387  =   0.99981805
 MN0474
 MN0474|---------------------------------------------------------------------|
 MN0474| PID    Reference Object                     Distance      Geod. Az  |
 MN0474|                                                           dddmmss.s |
 MN0474| CP7228 80 27 RM 1                           19.458 METERS 08801     |
 MN0474| MN0475 80 27 AZ MK                         APPROX. 0.9 KM 0893738.9 |
 MN0474| CP7229 80 27 RM 2                           17.139 METERS 27018     |
 MN0474|---------------------------------------------------------------------|
 MN0474
 MN0474                          SUPERSEDED SURVEY CONTROL
 MN0474
 MN0474  NAD 83(1995)-  41 07 12.89225(N)    102 48 56.52943(W) AD(       ) 2
 MN0474  NAD 83(1995)-  41 07 12.88662(N)    102 48 56.52884(W) AD(       ) 2
 MN0474  NAD 83(1986)-  41 07 12.88666(N)    102 48 56.52885(W) AD(       ) 2
 MN0474  NAD 27      -  41 07 12.93273(N)    102 48 54.81712(W) AD(       ) 2
 MN0474  NGVD 29 (07/19/86) 1267.9    (m)         4160.     (f) VERT ANG       
 MN0474
 MN0474.Superseded values are not recommended for survey control.
 MN0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0474.See file dsdata.txt to determine how the superseded data were derived.
 MN0474
 MN0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8337554405(NAD 83)
 MN0474_MARKER: DD = SURVEY DISK
 MN0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0474
 MN0474  HISTORY     - Date     Condition        Report By
 MN0474  HISTORY     - 1964     MONUMENTED       NEDR
 MN0474
 MN0474                          STATION DESCRIPTION
 MN0474
 MN0474'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0474'STATION IS LOCATED ABOUT 2.0 MILES EAST AND 2.3 MILES SOUTH
 MN0474'OF THE COLTON GRAIN COMPANY IN COLTON, AND NEAR THE SECTION
 MN0474'LINE, 0.8 OF A MILE WEST OF THE SECTION CORNER COMMON TO SECTIONS
 MN0474'2, 3, 10 AND 11, T13N R48W.
 MN0474'
 MN0474'TO REACH THE STATION FROM THE COLTON GRAIN COMPANY IN COLTON,
 MN0474'PROCEED 2.8 MILES EAST ON HIGHWAY 30 TO THE INTERSECTION WITH
 MN0474'A COUNTY ROAD, TURN RIGHT (SOUTH) AND CONTINUE FOR 2.5 MILES
 MN0474'ALONG THE COUNTY ROAD TO THE SECTION LINE, TURN RIGHT (WEST)
 MN0474'AND PROCEED FOR 0.8 OF A MILE ALONG A FARM TRAIL TO THE STATION.
 MN0474'
 MN0474'STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MN0474'TRIANGULATION MARK STAMPED 80-27, 1963 WHICH IS SET FLUSH
 MN0474'WITH THE GROUND 2.5 FT SOUTH OF A WITNESS POST, 3 FT SOUTH
 MN0474'OF A FENCE LINE AND 14 FT NORTH OF THE CENTER OF THE TRAIL.
 MN0474'
 MN0474'REFERENCE MARK NO. 1 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0474'WHICH PROJECTS 0.2 FT ABOVE THE GROUND, 1 FT SOUTH OF A FENCE
 MN0474'LINE AND 63.84 FT EAST OF THE STATION.
 MN0474'
 MN0474'REFERENCE MARK NO. 2 IS A STANDARD NEBRASKA REFERENCE MARK
 MN0474'WHICH PROTRUDES 0.2 FT ABOVE THE GROUND 2 FT SOUTH OF A FENCE
 MN0474'LINE AND 56.23 FT WEST OF THE STATION.
 MN0474'
 MN0474'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MN0474'MARK STAMPED 80-27, 1963 WHICH PROTRUDES 0.1 FT ABOVE THE GROUND,
 MN0474'15 FT NORTH OF THE CENTER OF THE TRAIL, 3 FT SOUTH OF A FENCE
 MN0474'LINE AND 3 FT SOUTHWEST OF A WITNESS POST.
 MN0474'
 MN0474'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG THE
 MN0474'FARM TRAIL FOR 0.6 OF A MILE TO THE MARK ON THE NORTH SIDE
 MN0474'OF THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0475 ***********************************************************************
 MN0475  DESIGNATION -  80 27 AZ MK
 MN0475  PID         -  MN0475
 MN0475  STATE/COUNTY-  NE/CHEYENNE
 MN0475  USGS QUAD   -  SIDNEY SE (1972)
 MN0475
 MN0475                         *CURRENT SURVEY CONTROL
 MN0475  ___________________________________________________________________
 MN0475* NAD 83(1995)-  41 07 13.07231(N)    102 48 19.55365(W)     ADJUSTED  
 MN0475* NAVD 88     -      1262.     (meters)    4140.     (feet)  VERTCON   
 MN0475  ___________________________________________________________________
 MN0475  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 MN0475  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 MN0475
 MN0475  HORZ ORDER  -  SECOND
 MN0475
 MN0475.The horizontal coordinates were established by classical geodetic methods
 MN0475.and adjusted by the National Geodetic Survey in August 1997..
 MN0475
 MN0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0475
 MN0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0475
 MN0475.The geoid height was determined by GEOID03.
 MN0475
 MN0475;                    North         East     Units Scale Factor Converg.
 MN0475;SPC NE       -   146,707.397   264,510.634   MT  0.99968110   -1 51 32.9
 MN0475;SPC CO N     -   506,661.054 1,140,678.631   MT  1.00007208   +1 44 27.8
 MN0475;SPC CO N     - 1,662,270.47  3,742,376.48   sFT  1.00007208   +1 44 27.8
 MN0475;UTM  13      - 4,554,432.414   684,236.754   MT  1.00001777   +1 26 37.1
 MN0475
 MN0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0475!SPC NE       -   0.99980527  x   0.99968110  =   0.99948643
 MN0475!SPC CO N     -   0.99980527  x   1.00007208  =   0.99987733
 MN0475!UTM  13      -   0.99980527  x   1.00001777  =   0.99982304
 MN0475
 MN0475                          SUPERSEDED SURVEY CONTROL
 MN0475
 MN0475  NAD 83(1995)-  41 07 13.07241(N)    102 48 19.55376(W) AD(       ) 2
 MN0475  NAD 83(1995)-  41 07 13.06690(N)    102 48 19.55304(W) AD(       ) 2
 MN0475  NAD 83(1986)-  41 07 13.06693(N)    102 48 19.55306(W) AD(       ) 2
 MN0475  NAD 27      -  41 07 13.11303(N)    102 48 17.84246(W) AD(       ) 2
 MN0475  NGVD 29 (07/19/86) 1261.     (m)         4137.     (f) VERT ANG       
 MN0475
 MN0475.Superseded values are not recommended for survey control.
 MN0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0475.See file dsdata.txt to determine how the superseded data were derived.
 MN0475
 MN0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8423754432(NAD 83)
 MN0475_MARKER: DZ = AZIMUTH MARK DISK
 MN0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0475+STABILITY: SURFACE MOTION
 MN0475
 MN0475  HISTORY     - Date     Condition        Report By
 MN0475  HISTORY     - 1964     MONUMENTED       NEDR
 MN0475
 MN0475                          STATION DESCRIPTION
 MN0475
 MN0475'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964
 MN0475'AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 MN0475'MARK STAMPED 80-27, 1963 WHICH PROTRUDES 0.1 FT ABOVE THE GROUND,
 MN0475'15 FT NORTH OF THE CENTER OF THE TRAIL, 3 FT SOUTH OF A FENCE
 MN0475'LINE AND 3 FT SOUTHWEST OF A WITNESS POST.
 MN0475'
 MN0475'TO REACH THE AZIMUTH MARK FROM STATION 80-27 NEDR PROCEED EAST ALONG
 MN0475'THE FARM TRAIL FOR 0.6 OF A MILE TO THE MARK ON THE NORTH SIDE
 MN0475'OF THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0547 ***********************************************************************
 MN0547  DESIGNATION -  80 28
 MN0547  PID         -  MN0547
 MN0547  STATE/COUNTY-  NE/CHEYENNE
 MN0547  USGS QUAD   -  BROWNSON (1972)
 MN0547
 MN0547                         *CURRENT SURVEY CONTROL
 MN0547  ___________________________________________________________________
 MN0547* NAD 83(1995)-  41 11 46.60305(N)    103 06 29.28496(W)     ADJUSTED  
 MN0547* NAVD 88     -      1330.1    (meters)    4364.     (feet)  VERTCON   
 MN0547  ___________________________________________________________________
 MN0547  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 MN0547  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 MN0547
 MN0547  HORZ ORDER  -  SECOND
 MN0547
 MN0547.The horizontal coordinates were established by classical geodetic methods
 MN0547.and adjusted by the National Geodetic Survey in August 1997..
 MN0547
 MN0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0547
 MN0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0547
 MN0547.The geoid height was determined by GEOID03.
 MN0547
 MN0547;                    North         East     Units Scale Factor Converg.
 MN0547;SPC NE       -   156,006.358   239,415.176   MT  0.99967311   -2 03 35.1
 MN0547;UTM  13      - 4,562,271.595   658,639.703   MT  0.99990974   +1 14 46.7
 MN0547
 MN0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0547!SPC NE       -   0.99979449  x   0.99967311  =   0.99946766
 MN0547!UTM  13      -   0.99979449  x   0.99990974  =   0.99970425
 MN0547
 MN0547:                Primary Azimuth Mark                     Grid Az
 MN0547:SPC NE       -  80 28 AZ MK                              183 23 38.6
 MN0547:UTM  13      -  80 28 AZ MK                              180 05 16.8
 MN0547
 MN0547|---------------------------------------------------------------------|
 MN0547| PID    Reference Object                     Distance      Geod. Az  |
 MN0547|                                                           dddmmss.s |
 MN0547| MN0546 80 28 AZ MK                         APPROX. 1.2 KM 1812003.5 |
 MN0547| CP7230 80 28 RM 1                           18.038 METERS 19051     |
 MN0547| CP7231 80 28 RM 2                           20.635 METERS 35000     |
 MN0547|---------------------------------------------------------------------|
 MN0547
 MN0547                          SUPERSEDED SURVEY CONTROL
 MN0547
 MN0547  NAD 83(1995)-  41 11 46.60197(N)    103 06 29.28538(W) AD(       ) 2
 MN0547  NAD 83(1986)-  41 11 46.59544(N)    103 06 29.28530(W) AD(       ) 2
 MN0547  NAD 27      -  41 11 46.65595(N)    103 06 27.55272(W) AD(       ) 2
 MN0547  NGVD 29 (07/19/86) 1329.5    (m)         4362.     (f) VERT ANG       
 MN0547
 MN0547.Superseded values are not recommended for survey control.
 MN0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0547.See file dsdata.txt to determine how the superseded data were derived.
 MN0547
 MN0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5864062272(NAD 83)
 MN0547_MARKER: DD = SURVEY DISK
 MN0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0547_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0547
 MN0547  HISTORY     - Date     Condition        Report By
 MN0547  HISTORY     - 1964     MONUMENTED       NEDR
 MN0547
 MN0547                          STATION DESCRIPTION
 MN0547
 MN0547'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964 (GC)
 MN0547'STATION IS 0.5 MILE NORTH OF BROWNSON.  STATION IS NEAR THE
 MN0547'RANGE LINE BETWEEN SECTION 7, T14N R50W AND SECTION 12, T14N
 MN0547'R51W.
 MN0547'
 MN0547'TO REACH FROM THE ELEVATOR AT BROWNSON TAKE THE COUNTY ROAD
 MN0547'ON THE NORTH SIDE OF THE ELEVATOR PARALLELING THE RAILROAD
 MN0547'TRACK PROCEED SOUTHEASTERLY FOR 0.25 MILES TO AN INTERSECTION
 MN0547'WITH A NORTH-SOUTH COUNTY ROAD, TURN LEFT, NORTH, ON COUNTY
 MN0547'ROAD FOR 0.5 MILE TO THE BASE OF A ROCK BLUFF WHERE THE COUNTY
 MN0547'ROAD JOGS TO THE NORTHEAST.  LEAVE THE COUNTY ROAD AND PROCEED
 MN0547'NORTH TO THE FLAT TOP OF THE BLUFF AND THE STATION.
 MN0547'
 MN0547'STATION MARK, A STANDARD NEBRASKA DISK IN A CONCRETE MONUMENT,
 MN0547'STAMPED 80-28 1964 IS LOCATED IN THE EASTERN 1/3 OF THE FLAT
 MN0547'TOP AND EQUAL DISTANCE BETWEEN THE NORTH AND SOUTH EDGE OF
 MN0547'THE FLAT TOP.  MONUMENT IS FLUSH WITH THE GROUND.
 MN0547'
 MN0547'REFERENCE MARK 1, A STANDARD NEBRASKA DISK STAMPED 80-28
 MN0547'NO. 1 1964.  MONUMENT IS 0.2 FT ABOVE GROUND.
 MN0547'
 MN0547'REFERENCE MARK 2, A STANDARD NEBRASKA DISK STAMPED 80-28
 MN0547'NO. 2 1964.  MONUMENT IS 0.2 FT ABOVE GROUND.
 MN0547'
 MN0547'AZIMUTH MARK, A STANDARD NEBRASKA DISK STAMPED 80-28 1964.
 MN0547'MONUMENT 0.2 FEET ABOVE GROUND.  THE AZIMUTH MARK IS 0.5 MILE
 MN0547'SOUTH OF THE STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 MN0547'OF A NORTH-SOUTH COUNTY ROAD AND NORTHWEST-SOUTHEAST COUNTY
 MN0547'ROAD ON THE NORTH SIDE OF THE RAILROAD TRACK.  MONUMENT IS
 MN0547'50 FEET SOUTHWEST OF CENTER OF INTERSECTION AND 22.2 FEET
 MN0547'NORTHWEST FROM A POWER POLE IN THE SOUTHWEST QUADRANT OF THE
 MN0547'INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0546 ***********************************************************************
 MN0546  DESIGNATION -  80 28 AZ MK
 MN0546  PID         -  MN0546
 MN0546  STATE/COUNTY-  NE/CHEYENNE
 MN0546  USGS QUAD   -  BROWNSON (1972)
 MN0546
 MN0546                         *CURRENT SURVEY CONTROL
 MN0546  ___________________________________________________________________
 MN0546* NAD 83(1995)-  41 11 08.04126(N)    103 06 30.47389(W)     ADJUSTED  
 MN0546* NAVD 88     -      1283.     (meters)    4209.     (feet)  VERTCON   
 MN0546  ___________________________________________________________________
 MN0546  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 MN0546  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 MN0546
 MN0546  HORZ ORDER  -  SECOND
 MN0546
 MN0546.The horizontal coordinates were established by classical geodetic methods
 MN0546.and adjusted by the National Geodetic Survey in August 1997..
 MN0546
 MN0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0546
 MN0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0546
 MN0546.The geoid height was determined by GEOID03.
 MN0546
 MN0546;                    North         East     Units Scale Factor Converg.
 MN0546;SPC NE       -   154,818.904   239,344.752   MT  0.99967413   -2 03 35.9
 MN0546;UTM  13      - 4,561,081.776   658,637.873   MT  0.99990973   +1 14 45.0
 MN0546
 MN0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0546!SPC NE       -   0.99980193  x   0.99967413  =   0.99947613
 MN0546!UTM  13      -   0.99980193  x   0.99990973  =   0.99971168
 MN0546
 MN0546                          SUPERSEDED SURVEY CONTROL
 MN0546
 MN0546  NAD 83(1995)-  41 11 08.04025(N)    103 06 30.47423(W) AD(       ) 2
 MN0546  NAD 83(1986)-  41 11 08.03360(N)    103 06 30.47423(W) AD(       ) 2
 MN0546  NAD 27      -  41 11 08.09318(N)    103 06 28.74151(W) AD(       ) 2
 MN0546  NGVD 29 (07/19/86) 1282.     (m)         4206.     (f) VERT ANG       
 MN0546
 MN0546.Superseded values are not recommended for survey control.
 MN0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0546.See file dsdata.txt to determine how the superseded data were derived.
 MN0546
 MN0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5863861082(NAD 83)
 MN0546_MARKER: DD = SURVEY DISK
 MN0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0546+STABILITY: SURFACE MOTION
 MN0546
 MN0546  HISTORY     - Date     Condition        Report By
 MN0546  HISTORY     - 1964     MONUMENTED       NEDR
 MN0546
 MN0546                          STATION DESCRIPTION
 MN0546
 MN0546'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964
 MN0546'STATION IS 0.5 MILE NORTH OF BROWNSON.  STATION IS NEAR THE
 MN0546'RANGE LINE BETWEEN SECTION 7, T14N R50W AND SECTION 12, T14N
 MN0546'R51W.
 MN0546'
 MN0546'TO REACH FROM THE ELEVATOR AT BROWNSON TAKE THE COUNTY ROAD
 MN0546'ON THE NORTH SIDE OF THE ELEVATOR PARALLELING THE RAILROAD
 MN0546'TRACK PROCEED SOUTHEASTERLY FOR 0.25 MILES TO AN INTERSECTION
 MN0546'WITH A NORTH-SOUTH COUNTY ROAD, TURN LEFT, NORTH, ON COUNTY
 MN0546'ROAD FOR 0.5 MILE TO THE BASE OF A ROCK BLUFF WHERE THE COUNTY
 MN0546'ROAD JOGS TO THE NORTHEAST.  LEAVE THE COUNTY ROAD AND PROCEED
 MN0546'NORTH TO THE FLAT TOP OF THE BLUFF AND THE STATION.
 MN0546'
 MN0546'AZIMUTH MARK, A STANDARD NEBRASKA DISK STAMPED 80-28 1964.
 MN0546'MONUMENT 0.2 FEET ABOVE GROUND.  THE AZIMUTH MARK IS 0.5 MILE
 MN0546'SOUTH OF THE STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 MN0546'OF A NORTH-SOUTH COUNTY ROAD AND NORTHWEST-SOUTHEAST COUNTY
 MN0546'ROAD ON THE NORTH SIDE OF THE RAILROAD TRACK.  MONUMENT IS
 MN0546'50 FEET SOUTHWEST OF CENTER OF INTERSECTION AND 22.2 FEET
 MN0546'NORTHWEST FROM A POWER POLE IN THE SOUTHWEST QUADRANT OF THE
 MN0546'INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1243 ***********************************************************************
 LH1243  DESIGNATION -  80 3
 LH1243  PID         -  LH1243
 LH1243  STATE/COUNTY-  NE/HALL
 LH1243  USGS QUAD   -  WOOD RIVER (1993)
 LH1243
 LH1243                         *CURRENT SURVEY CONTROL
 LH1243  ___________________________________________________________________
 LH1243* NAD 83(1995)-  40 46 28.66144(N)    098 32 59.95328(W)     ADJUSTED  
 LH1243* NAVD 88     -       592.0    (meters)    1942.     (feet)  VERTCON   
 LH1243  ___________________________________________________________________
 LH1243  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 LH1243  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 LH1243
 LH1243  HORZ ORDER  -  SECOND
 LH1243
 LH1243.The horizontal coordinates were established by classical geodetic methods
 LH1243.and adjusted by the National Geodetic Survey in August 1997..
 LH1243
 LH1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1243
 LH1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1243
 LH1243.The geoid height was determined by GEOID03.
 LH1243
 LH1243;                    North         East     Units Scale Factor Converg.
 LH1243;SPC NE       -   105,536.270   622,374.076   MT  0.99973940   +0 57 39.3
 LH1243;UTM  14      - 4,513,836.540   537,975.460   MT  0.99961775   +0 17 38.0
 LH1243
 LH1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1243!SPC NE       -   0.99991106  x   0.99973940  =   0.99965048
 LH1243!UTM  14      -   0.99991106  x   0.99961775  =   0.99952884
 LH1243
 LH1243|---------------------------------------------------------------------|
 LH1243| PID    Reference Object                     Distance      Geod. Az  |
 LH1243|                                                           dddmmss.s |
 LH1243| CN8485 80 3 RM 1                            10.898 METERS 13358     |
 LH1243| CN8486 80 3 RM 2                            19.983 METERS 23512     |
 LH1243| CN8484 80 3 AZ MK                                         2493549.5 |
 LH1243| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX. 6.7 KM 3175921.5 |
 LH1243|---------------------------------------------------------------------|
 LH1243
 LH1243                          SUPERSEDED SURVEY CONTROL
 LH1243
 LH1243  NAD 83(1986)-  40 46 28.66887(N)    098 32 59.95390(W) AD(       ) 2
 LH1243  NAD 27      -  40 46 28.62100(N)    098 32 58.71190(W) AD(       ) 2
 LH1243  NGVD 29 (07/19/86)  591.7    (m)         1941.     (f) VERT ANG       
 LH1243
 LH1243.Superseded values are not recommended for survey control.
 LH1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1243.See file dsdata.txt to determine how the superseded data were derived.
 LH1243
 LH1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3797513837(NAD 83)
 LH1243_MARKER: DS = TRIANGULATION STATION DISK
 LH1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1243
 LH1243  HISTORY     - Date     Condition        Report By
 LH1243  HISTORY     - 1959     MONUMENTED       CGS
 LH1243
 LH1243                          STATION DESCRIPTION
 LH1243
 LH1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1243'STATION IS LOCATED ABOUT 4.0 MILES SOUTHEAST OF WOOD RIVER
 LH1243'AND 8.0 MILES SOUTHWEST OF ALDA.  IT IS IN THE SW 1/4 SEC. 3, T 9
 LH1243'N, R 11 W.
 LH1243'
 LH1243'THE STATION, STAMPED 80-3 1959, IS SET ABOUT 6 INCHES BELOW THE
 LH1243'SURFACE OF THE GROUND.  IT IS 34.0 FEET WEST-SOUTHWEST OF A
 LH1243'STANDARD METAL WITNESS POST, 17.6 FEET NORTH OF A FENCE CORNER
 LH1243'POST, 36.0 FEET WEST OF A NORTH-SOUTH FENCE LINE, 50.5 FEET
 LH1243'NORTHWEST OF A TELEPHONE POLE, AND 44.3 FEET SOUTH EAST OF
 LH1243'THE CENTERLINE OF A CURVE JOINING SECTION LINE ROADS.
 LH1243'
 LH1243'R.M. 1, STAMPED 80-3 NO. 1 1959 IS SET IN THE TOP OF A CONCRETE
 LH1243'FILLED TRANSITE PIPE 4 INCHES IN DIAMETER.  THE 30 INCH LONG
 LH1243'PIPE PROJECTS APPROXIMATELY 4 INCHES ABOVE THE SURFACE OF THE
 LH1243'GROUND.  IT IS 1.0 FEET WEST OF A NORTH-SOUTH FENCELINE AND 36.0
 LH1243'FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE.  IT IS ABOUT 2 FEET
 LH1243'ABOVE THE ELEVATION OF THE STATION.
 LH1243'
 LH1243'R.M. 2, STAMPED 80-3 NO. 2 1959 IS SET IN THE TOP OF A ROUND
 LH1243'CONCRETE FILLED TRANSITE PIPE 4 INCHES IN DIAMETER.  THE 30 INCH
 LH1243'LONG PIPE PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 LH1243'AND IS 1 FOOT ABOVE THE ELEVATION OF THE STATION.  IT IS 30.2 FEET
 LH1243'SOUTH OF THE CENTERLINE OF THE ROAD AND 1.0 FEET SOUTH OF THE
 LH1243'EAST-WEST FENCE.
 LH1243'
 LH1243'AZIMUTH MARK, STAMPED 80-3 1959, IS SET IN THE TOP OF A ROUND
 LH1243'CONCRETE FILLED TRANSITE PIPE 4 INCHES IN DIAMETER.  THE 36
 LH1243'INCH LONG PIPE PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 LH1243'GROUND.  IT IS 14.2 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY
 LH1243'TO A WHITE HOUSE, 1.0 FEET EAST OF THE NORTH-SOUTH FENCE ON
 LH1243'THE EAST SIDE OF THE DRIVE, 6.6 FEET NORTH OF THE FENCE CORNER
 LH1243'POST, 37.6 FEET NORTH OF THE CENTERLINE OF THE SECTION LINE
 LH1243'ROAD, 61.1 FEET SOUTHEAST OF THE SOUTH TREE OF A GROUP OF
 LH1243'COTTONWOODS, AND 0.8 FEET EAST OF A STANDARD METAL WITNESS
 LH1243'POST.
 LH1243'
 LH1243'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.55 MILES WEST
 LH1243'ON A GRAVEL ROAD TO A DRIVEWAY ON THE RIGHT AND THE MARK
 LH1243'AS DESCRIBED.
 LH1243'
 LH1243'TO REACH THE STATION FROM THE EAST SECTION LINE ROAD BORDERING
 LH1243'WOOD RIVER GO EAST ON HIGHWAY U.S. 30 2 MILES, TURN SOUTH ON
 LH1243'THE SECTION LINE ROAD AND GO 4.25 MILES TO THE STATION NORTH OF
 LH1243'THE NORTH-WEST CURVE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1242 ***********************************************************************
 LH1242  DESIGNATION -  80 3 A
 LH1242  PID         -  LH1242
 LH1242  STATE/COUNTY-  NE/HALL
 LH1242  USGS QUAD   -  WOOD RIVER (1993)
 LH1242
 LH1242                         *CURRENT SURVEY CONTROL
 LH1242  ___________________________________________________________________
 LH1242* NAD 83(1995)-  40 45 34.63940(N)    098 35 20.15465(W)     ADJUSTED  
 LH1242* NAVD 88     -       598.16   (+/-2cm)    1962.5    (feet)  VERTCON   
 LH1242  ___________________________________________________________________
 LH1242  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LH1242  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 LH1242
 LH1242  HORZ ORDER  -  SECOND
 LH1242  VERT ORDER  -  THIRD ? (See Below)
 LH1242
 LH1242.The horizontal coordinates were established by classical geodetic methods
 LH1242.and adjusted by the National Geodetic Survey in August 1997..
 LH1242
 LH1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1242.The vertical order pertains to the NGVD 29 superseded value.
 LH1242
 LH1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1242
 LH1242.The geoid height was determined by GEOID03.
 LH1242
 LH1242;                    North         East     Units Scale Factor Converg.
 LH1242;SPC NE       -   103,816.120   619,114.806   MT  0.99974275   +0 56 06.4
 LH1242;UTM  14      - 4,512,154.651   534,696.799   MT  0.99961482   +0 16 06.2
 LH1242
 LH1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1242!SPC NE       -   0.99991008  x   0.99974275  =   0.99965286
 LH1242!UTM  14      -   0.99991008  x   0.99961482  =   0.99952494
 LH1242
 LH1242|---------------------------------------------------------------------|
 LH1242| PID    Reference Object                     Distance      Geod. Az  |
 LH1242|                                                           dddmmss.s |
 LH1242| LH0494 R 287                                89.520 METERS 10138     |
 LH1242| LH1245 80 4 B                              304.665 METERS 17336     |
 LH1242| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX. 6.8 KM 3493806.4 |
 LH1242|---------------------------------------------------------------------|
 LH1242
 LH1242                          SUPERSEDED SURVEY CONTROL
 LH1242
 LH1242  NAD 83(1986)-  40 45 34.64686(N)    098 35 20.15504(W) AD(       ) 2
 LH1242  NAD 27      -  40 45 34.60110(N)    098 35 18.92220(W) AD(       ) 2
 LH1242  NGVD 29 (07/19/86)  597.91   (m)         1961.6    (f) LEVELING    3  
 LH1242
 LH1242.Superseded values are not recommended for survey control.
 LH1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1242.See file dsdata.txt to determine how the superseded data were derived.
 LH1242
 LH1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3469712155(NAD 83)
 LH1242_MARKER: DS = TRIANGULATION STATION DISK
 LH1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1242_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1242+STABILITY: SURFACE MOTION
 LH1242
 LH1242  HISTORY     - Date     Condition        Report By
 LH1242  HISTORY     - 1959     MONUMENTED       CGS
 LH1242
 LH1242                          STATION DESCRIPTION
 LH1242
 LH1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1242'STATION IS LOCATED 4 MILES SOUTH OF WOOD RIVER IN THE SOUTHEAST
 LH1242'CORNER OF THE SOUTHEAST 1/4 SEC. 7, T 9 N, R 11 W AND ON THE
 LH1242'WEST SIDE OF STATE HIGHWAY 60, IN A FENCE LINE 212 FEET WEST OF
 LH1242'THE CENTERLINE OF NEWLY PAVED ROAD.  STATION IS MARKED WITH A 3
 LH1242'FOOT LENGTH OF CONCRETE FILLED TRANSITE PIPE WITH A STANDARD
 LH1242'DISK SET IN THE TOP AND STAMPED 80-3 A 1959 AND IS LEVEL WITH
 LH1242'THE SURFACE OF THE GROUND.
 LH1242'
 LH1242'BENCH MARK R 287 WAS USED AS A REFERENCE POINT.
 LH1242'
 LH1242'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WOOD RIVER, GO
 LH1242'NORTHEAST ON U.S. HIGHWAY 30 FOR 0.7 MILE, TURN RIGHT, GO SOUTH
 LH1242'FOR 4.5 MILES TO STATION SITE 200 FEET TO THE WEST, NORTHWEST
 LH1242'ACROSS ROAD FROM THE FARM RESIDENCE OF W.H. LAMBRECHT.
 LH1242'
 LH1242'ELEVATION OF 80-3 A 1961.64 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1269 ***********************************************************************
 LH1269  DESIGNATION -  80 4
 LH1269  PID         -  LH1269
 LH1269  STATE/COUNTY-  NE/HALL
 LH1269  USGS QUAD   -  DENMAN (1993)
 LH1269
 LH1269                         *CURRENT SURVEY CONTROL
 LH1269  ___________________________________________________________________
 LH1269* NAD 83(1995)-  40 44 33.25821(N)    098 37 35.69261(W)     ADJUSTED  
 LH1269* NAVD 88     -       600.3    (meters)    1969.     (feet)  VERTCON   
 LH1269  ___________________________________________________________________
 LH1269  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 LH1269  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 LH1269
 LH1269  HORZ ORDER  -  SECOND
 LH1269
 LH1269.The horizontal coordinates were established by classical geodetic methods
 LH1269.and adjusted by the National Geodetic Survey in August 1997..
 LH1269
 LH1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1269
 LH1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1269
 LH1269.The geoid height was determined by GEOID03.
 LH1269
 LH1269;                    North         East     Units Scale Factor Converg.
 LH1269;SPC NE       -   101,872.240   615,966.983   MT  0.99974663   +0 54 36.6
 LH1269;UTM  14      - 4,510,247.774   531,526.990   MT  0.99961223   +0 14 37.4
 LH1269
 LH1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1269!SPC NE       -   0.99990975  x   0.99974663  =   0.99965640
 LH1269!UTM  14      -   0.99990975  x   0.99961223  =   0.99952202
 LH1269
 LH1269:                Primary Azimuth Mark                     Grid Az
 LH1269:SPC NE       -  WOOD RIVER MUNICIPAL TANK                011 58 02.6
 LH1269:UTM  14      -  WOOD RIVER MUNICIPAL TANK                012 38 01.8
 LH1269
 LH1269|---------------------------------------------------------------------|
 LH1269| PID    Reference Object                     Distance      Geod. Az  |
 LH1269|                                                           dddmmss.s |
 LH1269| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX. 8.8 KM 0125239.2 |
 LH1269| CN8487 80 4 AZ MK                                         2701650.2 |
 LH1269| CN8488 80 4 RM 1                            28.864 METERS 28601     |
 LH1269| LH1247 SHELTON MUNICIPAL TANK              APPROX. 9.8 KM 2932241.7 |
 LH1269| CN8489 80 4 RM 2                            28.502 METERS 33416     |
 LH1269|---------------------------------------------------------------------|
 LH1269
 LH1269                          SUPERSEDED SURVEY CONTROL
 LH1269
 LH1269  NAD 83(1986)-  40 44 33.26580(N)    098 37 35.69274(W) AD(       ) 2
 LH1269  NAD 27      -  40 44 33.21330(N)    098 37 34.44170(W) AD(       ) 2
 LH1269  NGVD 29 (07/19/86)  600.0    (m)         1968.     (f) VERT ANG       
 LH1269
 LH1269.Superseded values are not recommended for survey control.
 LH1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1269.See file dsdata.txt to determine how the superseded data were derived.
 LH1269
 LH1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3152710248(NAD 83)
 LH1269_MARKER: DS = TRIANGULATION STATION DISK
 LH1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1269
 LH1269  HISTORY     - Date     Condition        Report By
 LH1269  HISTORY     - 1959     MONUMENTED       CGS
 LH1269
 LH1269                          STATION DESCRIPTION
 LH1269
 LH1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1269'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH-SOUTHWEST OF
 LH1269'WOOD RIVER, AND 6.3 MILES SOUTHEAST OF SHELTON.  IT IS IN THE
 LH1269'NE CORNER OF THE NE 1/4 SECTION 23, T 9 N, R 12 W, AND IN
 LH1269'MARTIN TOWNSHIP.
 LH1269'
 LH1269'THE STATION, STAMPED 80-4 1959, IS SET ABOUT 6 INCHES BELOW THE
 LH1269'SURFACE OF THE GROUND.  IT IS 30.5 FEET NORTHWEST OF THE SOUTH
 LH1269'ONE OF A GROUP OF WILLOW TREES, 75.0 FEET EAST-NORTHEAST OF A
 LH1269'TWIN TRUNK COTTON WOOD TREE, 55.5 FEET SOUTHEAST OF THE CENTERLINE
 LH1269'OF THE GRAVEL ROAD AND 27.8 FEET WEST OF THE FENCE ON THE
 LH1269'EAST SIDE OF THE NORTH-SOUTH ROAD.
 LH1269'
 LH1269'R.M. 1, STAMPED 80-4 NO. 1, 1959, IS SET IN THE TOP OF A 30 INCH
 LH1269'LONG ROUND CONCRETE FILLED TRANSITE PIPE 4 INCHES IN DIAMETER
 LH1269'AND SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 25.7 FEET
 LH1269'NORTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET SOUTH OF THE FENCE
 LH1269'AND ABOUT THE SAME ELEVATION AS THE STATION.
 LH1269'
 LH1269'R.M. 2, STAMPED 80-4 NO 2 1959, IS SET IN THE TOP OF A 30 INCH
 LH1269'LONG ROUND CONCRETE FILLED TRANSITE PIPE 4 INCHES IN DIAMETER AND
 LH1269'SET 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1 FOOT EAST
 LH1269'OF A STANDARD METAL WITNESS POST, 1.5 FEET EAST OF A NORTH-SOUTH
 LH1269'FENCE ON THE WEST SIDE OF THE ROAD, AND 26.8 FEET WEST OF THE
 LH1269'CENTERLINE OF A GRAVEL ROAD.
 LH1269'
 LH1269'AZIMUTH MARK, STAMPED 80-4 1959, IS SET IN THE TOP OF A 36 INCH
 LH1269'LONG ROUND CONCRETE FILLED TRANSITE PIPE 4 INCHES IN DIAMETER
 LH1269'AND IS PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 LH1269'IS 2.8 FEET EAST OF THE EAST END OF A BOARD GATE, 1.0 FEET SOUTH
 LH1269'OF A STANDARD METAL WITNESS POST, AND 35.5 FEET NORTH OF THE
 LH1269'CENTERLINE OF A GRAVEL ROAD.
 LH1269'
 LH1269'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON A GRAVEL
 LH1269'ROAD FOR 0.5 MILES TO THE GATE ON THE RIGHT AND THE MARK.
 LH1269'
 LH1269'TO REACH THE STATION FROM THE INTERSECTION OF NEBRASKA 60 AND
 LH1269'U.S. 30 AT THE WEST EDGE OF WOOD RIVER GO WEST ON U.S. 30 1.0
 LH1269'MILES, TURN SOUTH AND GO 4.8 MILES ON THE GRAVEL SECTIONLINE
 LH1269'ROAD TO THE STATION ON THE LEFT.
 LH1269'
 LH1269'HEIGHT OF LIGHT ABOVE STATION MARK 25.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1270 ***********************************************************************
 LH1270  DESIGNATION -  80 4 A
 LH1270  PID         -  LH1270
 LH1270  STATE/COUNTY-  NE/HALL
 LH1270  USGS QUAD   -  DENMAN (1993)
 LH1270
 LH1270                         *CURRENT SURVEY CONTROL
 LH1270  ___________________________________________________________________
 LH1270* NAD 83(1995)-  40 43 44.94048(N)    098 39 53.10274(W)     ADJUSTED  
 LH1270* NAVD 88     -       606.     (meters)    1988.     (feet)  VERTCON   
 LH1270  ___________________________________________________________________
 LH1270  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LH1270  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 LH1270
 LH1270  HORZ ORDER  -  SECOND
 LH1270
 LH1270.The horizontal coordinates were established by classical geodetic methods
 LH1270.and adjusted by the National Geodetic Survey in August 1997..
 LH1270
 LH1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1270
 LH1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1270
 LH1270.The geoid height was determined by GEOID03.
 LH1270
 LH1270;                    North         East     Units Scale Factor Converg.
 LH1270;SPC NE       -   100,331.856   612,767.348   MT  0.99974975   +0 53 05.5
 LH1270;UTM  14      - 4,508,744.907   528,310.101   MT  0.99960986   +0 13 07.5
 LH1270
 LH1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1270!SPC NE       -   0.99990881  x   0.99974975  =   0.99965858
 LH1270!UTM  14      -   0.99990881  x   0.99960986  =   0.99951870
 LH1270
 LH1270:                Primary Azimuth Mark                     Grid Az
 LH1270:SPC NE       -  WOOD RIVER MUNICIPAL TANK                026 21 54.3
 LH1270:UTM  14      -  WOOD RIVER MUNICIPAL TANK                027 01 52.3
 LH1270
 LH1270|---------------------------------------------------------------------|
 LH1270| PID    Reference Object                     Distance      Geod. Az  |
 LH1270|                                                           dddmmss.s |
 LH1270| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX.11.3 KM 0271459.8 |
 LH1270| LH1247 SHELTON MUNICIPAL TANK              APPROX. 7.9 KM 3125155.8 |
 LH1270|---------------------------------------------------------------------|
 LH1270
 LH1270                          SUPERSEDED SURVEY CONTROL
 LH1270
 LH1270  NAD 83(1986)-  40 43 44.94799(N)    098 39 53.10305(W) AD(       ) 2
 LH1270  NAD 27      -  40 43 44.89400(N)    098 39 51.84710(W) AD(       ) 2
 LH1270  NGVD 29 (07/19/86)  606.     (m)         1988.     (f) VERT ANG       
 LH1270
 LH1270.Superseded values are not recommended for survey control.
 LH1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1270.See file dsdata.txt to determine how the superseded data were derived.
 LH1270
 LH1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2831008745(NAD 83)
 LH1270_MARKER: DS = TRIANGULATION STATION DISK
 LH1270_SETTING: 0 = UNSPECIFIED SETTING
 LH1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1270
 LH1270  HISTORY     - Date     Condition        Report By
 LH1270  HISTORY     - 1959     MONUMENTED       CGS
 LH1270
 LH1270                          STATION DESCRIPTION
 LH1270
 LH1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1270'STATION IS LOCATED 7 MILES SOUTH 27 DEGREES WEST OF WOOD RIVER,
 LH1270'APPROXIMATELY 500 FEET NORTH OF THE SOUTHEAST CORNER OF
 LH1270'SEC. 21, T 9 N, R 12 W.  THE STATION IS MARKED WITH A 3 FOOT
 LH1270'LENGTH OF TRANSITE PIPE FILLED WITH CONCRETE WITH A STANDARD
 LH1270'DISK SET IN THE TOP, STAMPED 80-4 A 1959, THE MARK PROTRUDES 6
 LH1270'INCHES AND IS ON AN EARTH DIKE APPROXIMATELY 6 FEET ABOVE THE
 LH1270'SURROUNDING GROUND LEVEL.
 LH1270'
 LH1270'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WOOD RIVER, GO
 LH1270'SOUTHWEST ON U.S. HIGHWAY 30 FOR 3.7 MILES, TURN LEFT, GO SOUTH
 LH1270'ON SECTION LINE ROAD FOR 4.5 MILES, BEAR RIGHT AND FOLLOW
 LH1270'FARM ROAD SOUTH ON THE WEST SIDE OF THE SECTION LINE FENCE FOR
 LH1270'0.4 MILES TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1245 ***********************************************************************
 LH1245  DESIGNATION -  80 4 B
 LH1245  PID         -  LH1245
 LH1245  STATE/COUNTY-  NE/HALL
 LH1245  USGS QUAD   -  WOOD RIVER (1993)
 LH1245
 LH1245                         *CURRENT SURVEY CONTROL
 LH1245  ___________________________________________________________________
 LH1245* NAD 83(1995)-  40 45 24.82431(N)    098 35 18.70673(W)     ADJUSTED  
 LH1245* NAVD 88     -       597.23   (+/-2cm)    1959.4    (feet)  VERTCON   
 LH1245  ___________________________________________________________________
 LH1245  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 LH1245  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 LH1245
 LH1245  HORZ ORDER  -  SECOND
 LH1245  VERT ORDER  -  THIRD ? (See Below)
 LH1245
 LH1245.The horizontal coordinates were established by classical geodetic methods
 LH1245.and adjusted by the National Geodetic Survey in August 1997..
 LH1245
 LH1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1245.The vertical order pertains to the NGVD 29 superseded value.
 LH1245
 LH1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1245
 LH1245.The geoid height was determined by GEOID03.
 LH1245
 LH1245;                    North         East     Units Scale Factor Converg.
 LH1245;SPC NE       -   103,514.026   619,153.696   MT  0.99974336   +0 56 07.4
 LH1245;UTM  14      - 4,511,852.163   534,732.167   MT  0.99961485   +0 16 07.1
 LH1245
 LH1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1245!SPC NE       -   0.99991023  x   0.99974336  =   0.99965361
 LH1245!UTM  14      -   0.99991023  x   0.99961485  =   0.99952511
 LH1245
 LH1245                          SUPERSEDED SURVEY CONTROL
 LH1245
 LH1245  NAD 83(1986)-  40 45 24.83183(N)    098 35 18.70712(W) AD(       ) 2
 LH1245  NAD 27      -  40 45 24.77710(N)    098 35 17.47330(W) AD(       ) 2
 LH1245  NGVD 29 (07/19/86)  596.98   (m)         1958.6    (f) LEVELING    3  
 LH1245
 LH1245.Superseded values are not recommended for survey control.
 LH1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1245.See file dsdata.txt to determine how the superseded data were derived.
 LH1245
 LH1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3473211852(NAD 83)
 LH1245_MARKER: DS = TRIANGULATION STATION DISK
 LH1245_SETTING: 0 = UNSPECIFIED SETTING
 LH1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1245
 LH1245  HISTORY     - Date     Condition        Report By
 LH1245  HISTORY     - 1959     MONUMENTED       CGS
 LH1245
 LH1245                          STATION DESCRIPTION
 LH1245
 LH1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1245'STATION IS LOCATED 4 MILES SOUTH OF WOODRIVER, IN THE NORTHEAST
 LH1245'CORNER OF THE NORTHEAST 1/4 SEC. 18, T 9 N, R 11 W, IN A FENCE
 LH1245'LINE WEST OF STATE HIGHWAY 60, 200 FEET SOUTH OF T ROAD WEST AND
 LH1245'APPROXIMATELY 500 FEET NORTH OF NORTH END OF THE PLATTE RIVER
 LH1245'BRIDGE.
 LH1245'
 LH1245'STATION IS MARKED WITH A 3 FOOT LENGTH OF CONCRETE FILLED
 LH1245'TRANSITE PIPE WITH A STANDARD DISK SET IN THE TOP AND STAMPED
 LH1245'80-4 B 1959, IT IS 5.8 FEET NORTHEAST OF A STEEL FENCE POST, 31.6
 LH1245'FEET SOUTHEAST OF A TELEPHONE POLE LS226 AND PROTRUDES ABOUT
 LH1245'ONE INCH.
 LH1245'
 LH1245'ANGULAR MEASUREMENTS, AND BOTH MEASURED AND TELLUROMETER DISTANCES
 LH1245'WERE MADE FROM A SEMI-PERMANENT ECCENTRIC POINT.  ECCENTRIC POINT
 LH1245'IS MARKED BY A 3/4 INCH IRON ROD BURIED 8 INCHES, IN SHOULDER
 LH1245'OF THE ROADWAY, 19.05 FEET EAST OF A 80-4 B, REFERENCED BY
 LH1245'DISTANCE TO NAIL IN TELEPHONE POLE, 29.4 FEET AND TO STEEL FENCE
 LH1245'POST 22.74 FEET.
 LH1245'
 LH1245'STATION 80-4 B IS ON TANGENCY FROM THE ECCENTRIC POINT TO 80-4.
 LH1245'
 LH1245'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WOOD RIVER, GO
 LH1245'NORTHEAST ON U.S. HIGHWAY 30 FOR 0.7 MILE, TURN RIGHT, GO SOUTH ON
 LH1245'PAVED ROAD FOR 4.65 MILES TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1244 ***********************************************************************
 LH1244  DESIGNATION -  80 4 B ECC
 LH1244  PID         -  LH1244
 LH1244  STATE/COUNTY-  NE/HALL
 LH1244  USGS QUAD   -  WOOD RIVER (1993)
 LH1244
 LH1244                         *CURRENT SURVEY CONTROL
 LH1244  ___________________________________________________________________
 LH1244* NAD 83(1995)-  40 45 24.91332(N)    098 35 18.48552(W)     ADJUSTED  
 LH1244* NAVD 88     -       598.10   (+/-2cm)    1962.3    (feet)  VERTCON   
 LH1244  ___________________________________________________________________
 LH1244  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 LH1244  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 LH1244
 LH1244  HORZ ORDER  -  SECOND
 LH1244  VERT ORDER  -  THIRD ? (See Below)
 LH1244
 LH1244.The horizontal coordinates were established by classical geodetic methods
 LH1244.and adjusted by the National Geodetic Survey in August 1997..
 LH1244
 LH1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1244.The vertical order pertains to the NGVD 29 superseded value.
 LH1244
 LH1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1244
 LH1244.The geoid height was determined by GEOID03.
 LH1244
 LH1244;                    North         East     Units Scale Factor Converg.
 LH1244;SPC NE       -   103,516.855   619,158.838   MT  0.99974336   +0 56 07.5
 LH1244;UTM  14      - 4,511,854.932   534,737.341   MT  0.99961485   +0 16 07.2
 LH1244
 LH1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1244!SPC NE       -   0.99991009  x   0.99974336  =   0.99965348
 LH1244!UTM  14      -   0.99991009  x   0.99961485  =   0.99952498
 LH1244
 LH1244:                Primary Azimuth Mark                     Grid Az
 LH1244:SPC NE       -  WOOD RIVER MUNICIPAL TANK                348 49 30.6
 LH1244:UTM  14      -  WOOD RIVER MUNICIPAL TANK                349 29 30.9
 LH1244
 LH1244|---------------------------------------------------------------------|
 LH1244| PID    Reference Object                     Distance      Geod. Az  |
 LH1244|                                                           dddmmss.s |
 LH1244| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX. 7.1 KM 3494538.1 |
 LH1244| LH1242 80 3 A                              302.564 METERS 35234     |
 LH1244|---------------------------------------------------------------------|
 LH1244
 LH1244                          SUPERSEDED SURVEY CONTROL
 LH1244
 LH1244  NAD 83(1986)-  40 45 24.92082(N)    098 35 18.48592(W) AD(       ) 2
 LH1244  NAD 27      -  40 45 24.86050(N)    098 35 17.25140(W) AD(       ) 2
 LH1244  NGVD 29 (07/19/86)  597.85   (m)         1961.4    (f) LEVELING    3  
 LH1244
 LH1244.Superseded values are not recommended for survey control.
 LH1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1244.See file dsdata.txt to determine how the superseded data were derived.
 LH1244
 LH1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3473711855(NAD 83)
 LH1244_MARKER: I = METAL ROD
 LH1244_SETTING: 0 = UNSPECIFIED SETTING
 LH1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1244
 LH1244  HISTORY     - Date     Condition        Report By
 LH1244  HISTORY     - 1959     MONUMENTED       CGS
 LH1244
 LH1244                          STATION DESCRIPTION
 LH1244
 LH1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1244'THIS IS SEMI-PERMANENTLY MARKED STATION.  SEE DESCRIPTION OF
 LH1244'STATION 80-4 B.  STATION IS MARKED WITH A 5/8 INCH IRON ROD,
 LH1244'4 FEET LONG AND DRIVEN IN THE SHOULDER OF THE ROADWAY, 8 INCHES
 LH1244'BELOW THE PRESENT ROAD LEVEL, PUNCH MARK DENOTES CENTER.  STATION
 LH1244'80-4 B IS ON TANGENCY TO 80-4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1268 ***********************************************************************
 LH1268  DESIGNATION -  80 5
 LH1268  PID         -  LH1268
 LH1268  STATE/COUNTY-  NE/BUFFALO
 LH1268  USGS QUAD   -  DENMAN (1993)
 LH1268
 LH1268                         *CURRENT SURVEY CONTROL
 LH1268  ___________________________________________________________________
 LH1268* NAD 83(1995)-  40 43 18.02273(N)    098 44 25.17026(W)     ADJUSTED  
 LH1268* NAVD 88     -       614.27   (+/-2cm)    2015.3    (feet)  VERTCON   
 LH1268  ___________________________________________________________________
 LH1268  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LH1268  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 LH1268
 LH1268  HORZ ORDER  -  SECOND
 LH1268  VERT ORDER  -  THIRD ? (See Below)
 LH1268
 LH1268.The horizontal coordinates were established by classical geodetic methods
 LH1268.and adjusted by the National Geodetic Survey in August 1997..
 LH1268
 LH1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1268.The vertical order pertains to the NGVD 29 superseded value.
 LH1268
 LH1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1268
 LH1268.The geoid height was determined by GEOID03.
 LH1268
 LH1268;                    North         East     Units Scale Factor Converg.
 LH1268;SPC NE       -    99,406.042   606,397.343   MT  0.99975151   +0 50 05.2
 LH1268;UTM  14      - 4,507,893.292   521,930.679   MT  0.99960592   +0 10 09.9
 LH1268
 LH1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1268!SPC NE       -   0.99990753  x   0.99975151  =   0.99965907
 LH1268!UTM  14      -   0.99990753  x   0.99960592  =   0.99951349
 LH1268
 LH1268:                Primary Azimuth Mark                     Grid Az
 LH1268:SPC NE       -  SHELTON MUNICIPAL TANK                   004 24 49.2
 LH1268:UTM  14      -  SHELTON MUNICIPAL TANK                   005 04 44.5
 LH1268
 LH1268|---------------------------------------------------------------------|
 LH1268| PID    Reference Object                     Distance      Geod. Az  |
 LH1268|                                                           dddmmss.s |
 LH1268| LH1247 SHELTON MUNICIPAL TANK              APPROX. 6.2 KM 0051454.4 |
 LH1268| CN8490 80 5 RM 1                            29.071 METERS 14531     |
 LH1268| CN8491 80 5 RM 2                            99.036 METERS 18813     |
 LH1268| LH1276 GIBBON MUNICIPAL TANK               APPROX. 9.3 KM 2875623.2 |
 LH1268| LH0486 D 287                                              3524542.3 |
 LH1268|---------------------------------------------------------------------|
 LH1268
 LH1268                          SUPERSEDED SURVEY CONTROL
 LH1268
 LH1268  NAD 83(1986)-  40 43 18.03023(N)    098 44 25.17056(W) AD(       ) 2
 LH1268  NAD 27      -  40 43 17.97700(N)    098 44 23.90790(W) AD(       ) 2
 LH1268  NGVD 29 (07/19/86)  614.02   (m)         2014.5    (f) LEVELING    3  
 LH1268
 LH1268.Superseded values are not recommended for survey control.
 LH1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1268.See file dsdata.txt to determine how the superseded data were derived.
 LH1268
 LH1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2193107893(NAD 83)
 LH1268_MARKER: DS = TRIANGULATION STATION DISK
 LH1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1268
 LH1268  HISTORY     - Date     Condition        Report By
 LH1268  HISTORY     - 1959     MONUMENTED       CGS
 LH1268
 LH1268                          STATION DESCRIPTION
 LH1268
 LH1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1268'STATION IS LOCATED ABOUT 4 MILES SOUTH OF SHELTON AND ABOUT
 LH1268'5.5 MILES SOUTHEAST OF GIBBON.  IT IS IN THE SOUTHWEST 1/4
 LH1268'SECTION 25, T8N, R12W AND IN SHELTON TOWNSHIP.
 LH1268'
 LH1268'STATION, STAMPED, 80-5 1959, IS SET ABOUT 1.0 FOOT BELOW THE
 LH1268'ELEVATION OF THE GROUND.  IT IS 13.5 FEET WEST OF THE FENCE, 13.0
 LH1268'FEET WEST OF A STANDARD METAL WITNESS POST, 93.8 FEET EAST OF THE
 LH1268'CENTERLINE OF THE ROAD AND 111.5 FEET WEST OF THE WEST RAIL OF
 LH1268'THE RAILROAD TRACKS.
 LH1268'
 LH1268'R.M. 1, STAMPED 80-5 NO 1 1959, PROJECTS ABOUT 3 INCHES.  IT
 LH1268'IS 99.8 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 148.4
 LH1268'FEET EAST OF THE CENTERLINE OF THE ROAD, 2.0 FEET ABOVE THE
 LH1268'ELEVATION OF THE STATION AND 1.0 FOOT WEST OF THE FENCE.
 LH1268'
 LH1268'R.M. 2, IS A STANDARD CONCRETE RIGHT-OF-WAY MARKER POST THAT
 LH1268'PROJECTS ABOUT 1 FOOT.  IT IS 45.0 FEET EAST OF THE CENTERLINE
 LH1268'OF THE ROAD, 88.6 FEET NORTH OF A YARD FENCE AND IS ABOUT 2 FEET
 LH1268'ABOVE THE ELEVATION OF THE STATION.  POINT MEASURED TO WAS A
 LH1268'REBAR IN THE TOP OF THE CONCRETE POST.
 LH1268'
 LH1268'AZIMUTH MARK, STAMPED D 287 1949, IS A STANDARD BENCH MARK DISK
 LH1268'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS
 LH1268'ABOUT 12 INCHES ABOVE THE ELEVATION OF THE GROUND.  IT IS 132.8
 LH1268'FEET WEST OF THE CENTERLINE OF THE ROAD, 71.5 FEET SOUTH OF THE
 LH1268'SOUTHWEST CORNER OF THE PORCH, 12.0 FEET SOUTH OF THE CENTERLINE
 LH1268'OF THE DRIVEWAY TO THE HOUSE AND 24.5 FEET NORTHEAST OF THE
 LH1268'NORTHEAST CORNER OF THE GARAGE.
 LH1268'
 LH1268'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.5 MILE
 LH1268'TO THE FIRST HOUSE ON THE WEST SIDE OF THE ROAD AND THE MARK
 LH1268'AS DESCRIBED.
 LH1268'
 LH1268'TO REACH THE STATION FROM THE COUNTY ROAD ON SOUTH EDGE OF
 LH1268'SHELTON, GO SOUTH ON GRAVEL ROAD FOR 3.6 MILES TO THE STATION
 LH1268'ON THE LEFT, EAST SIDE OF ROAD.  THIS IS JUST AFTER CROSSING THE
 LH1268'RAILROAD TRACKS.
 LH1268'
 LH1268'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1274 ***********************************************************************
 LH1274  DESIGNATION -  80 5 A
 LH1274  PID         -  LH1274
 LH1274  STATE/COUNTY-  NE/BUFFALO
 LH1274  USGS QUAD   -  GIBBON SOUTH (1993)
 LH1274
 LH1274                         *CURRENT SURVEY CONTROL
 LH1274  ___________________________________________________________________
 LH1274* NAD 83(1995)-  40 42 53.61551(N)    098 46 47.83966(W)     ADJUSTED  
 LH1274* NAVD 88     -       618.     (meters)    2028.     (feet)  VERTCON   
 LH1274  ___________________________________________________________________
 LH1274  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LH1274  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 LH1274
 LH1274  HORZ ORDER  -  SECOND
 LH1274
 LH1274.The horizontal coordinates were established by classical geodetic methods
 LH1274.and adjusted by the National Geodetic Survey in August 1997..
 LH1274
 LH1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1274
 LH1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1274
 LH1274.The geoid height was determined by GEOID03.
 LH1274
 LH1274;                    North         East     Units Scale Factor Converg.
 LH1274;SPC NE       -    98,605.416   603,060.844   MT  0.99975312   +0 48 30.7
 LH1274;UTM  14      - 4,507,131.567   518,585.603   MT  0.99960425   +0 08 36.7
 LH1274
 LH1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1274!SPC NE       -   0.99990690  x   0.99975312  =   0.99966005
 LH1274!UTM  14      -   0.99990690  x   0.99960425  =   0.99951119
 LH1274
 LH1274|---------------------------------------------------------------------|
 LH1274| PID    Reference Object                     Distance      Geod. Az  |
 LH1274|                                                           dddmmss.s |
 LH1274| CN8493 80 5 A RM 1                                        13102     |
 LH1274| CN8494 80 5 A RM 2                          10.872 METERS 20309     |
 LH1274| LH1276 GIBBON MUNICIPAL TANK               APPROX. 6.6 KM 3031558.2 |
 LH1274|---------------------------------------------------------------------|
 LH1274
 LH1274                          SUPERSEDED SURVEY CONTROL
 LH1274
 LH1274  NAD 83(1986)-  40 42 53.62297(N)    098 46 47.84014(W) AD(       ) 2
 LH1274  NAD 27      -  40 42 53.56820(N)    098 46 46.57770(W) AD(       ) 2
 LH1274  NGVD 29 (07/19/86)  618.     (m)         2028.     (f) VERT ANG       
 LH1274
 LH1274.Superseded values are not recommended for survey control.
 LH1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1274.See file dsdata.txt to determine how the superseded data were derived.
 LH1274
 LH1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1858607132(NAD 83)
 LH1274_MARKER: DS = TRIANGULATION STATION DISK
 LH1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1274_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1274
 LH1274  HISTORY     - Date     Condition        Report By
 LH1274  HISTORY     - 1959     MONUMENTED       CGS
 LH1274
 LH1274                          STATION DESCRIPTION
 LH1274
 LH1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1274'STATION IS LOCATED 4 MILES SOUTHEAST OF GIBBON IN THE SOUTHEAST
 LH1274'CORNER OF THE SOUTHEAST 1/4 SEC. 28, T 9 N, R 13 W, IN A PASTURE,
 LH1274'30 FEET NORTH OF THE NORTH FENCE LANE LINE, 24.8 FEET
 LH1274'WEST-NORTHWEST OF A FENCE CORNER POST AND 2 FEET NORTH OF A
 LH1274'STEEL FENCE POST.
 LH1274'
 LH1274'STATION IS MARKED WITH A 4 INCH ROUND CONCRETE POST, 36 INCHES
 LH1274'LONG, LEVEL WITH THE GROUND SURFACE IN TOP OF WHICH IS SET A
 LH1274'STANDARD DISK STAMPED 80-5 A 1959.
 LH1274'
 LH1274'REFERENCE MARKS ARE 3 FOOT LENGTHS OF CONCRETE FILLED TRANSITE
 LH1274'PIPE WITH STANDARD DISK IN THE TOP, BOTH ARE 0.6 FEET NORTH OF
 LH1274'THE NORTH FENCE LINE, PROTRUDE 3 INCHES AND ARE STAMPED 80 5 A
 LH1274'NO 1 AND NO 2 1959 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1272 ***********************************************************************
 LH1272  DESIGNATION -  80 6
 LH1272  PID         -  LH1272
 LH1272  STATE/COUNTY-  NE/BUFFALO
 LH1272  USGS QUAD   -  GIBBON SOUTH (1993)
 LH1272
 LH1272                         *CURRENT SURVEY CONTROL
 LH1272  ___________________________________________________________________
 LH1272* NAD 83(1995)-  40 41 46.30129(N)    098 50 43.92698(W)     ADJUSTED  
 LH1272* NAVD 88     -       630.49   (+/-2cm)    2068.5    (feet)  VERTCON   
 LH1272  ___________________________________________________________________
 LH1272  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 LH1272  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 LH1272
 LH1272  HORZ ORDER  -  SECOND
 LH1272  VERT ORDER  -  THIRD ? (See Below)
 LH1272
 LH1272.The horizontal coordinates were established by classical geodetic methods
 LH1272.and adjusted by the National Geodetic Survey in August 1997..
 LH1272
 LH1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1272.The vertical order pertains to the NGVD 29 superseded value.
 LH1272
 LH1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1272
 LH1272.The geoid height was determined by GEOID03.
 LH1272
 LH1272;                    North         East     Units Scale Factor Converg.
 LH1272;SPC NE       -    96,453.613   597,549.176   MT  0.99975763   +0 45 54.2
 LH1272;UTM  14      - 4,505,044.164   513,050.188   MT  0.99960210   +0 06 02.6
 LH1272
 LH1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1272!SPC NE       -   0.99990498  x   0.99975763  =   0.99966263
 LH1272!UTM  14      -   0.99990498  x   0.99960210  =   0.99950711
 LH1272
 LH1272:                Primary Azimuth Mark                     Grid Az
 LH1272:SPC NE       -  GIBBON MUNICIPAL TANK                    359 26 56.3
 LH1272:UTM  14      -  GIBBON MUNICIPAL TANK                    000 06 47.9
 LH1272
 LH1272|---------------------------------------------------------------------|
 LH1272| PID    Reference Object                     Distance      Geod. Az  |
 LH1272|                                                           dddmmss.s |
 LH1272| LH1276 GIBBON MUNICIPAL TANK               APPROX. 5.7 KM 0001250.5 |
 LH1272| LH0479 F 289                                              0021236.5 |
 LH1272| CN8495 80 6 RM 1                            60.411 METERS 17420     |
 LH1272| CN8496 80 6 RM 2                            41.065 METERS 30007     |
 LH1272|---------------------------------------------------------------------|
 LH1272
 LH1272                          SUPERSEDED SURVEY CONTROL
 LH1272
 LH1272  NAD 83(1986)-  40 41 46.30859(N)    098 50 43.92725(W) AD(       ) 2
 LH1272  NAD 27      -  40 41 46.25540(N)    098 50 42.64900(W) AD(       ) 2
 LH1272  NGVD 29 (07/19/86)  630.23   (m)         2067.7    (f) LEVELING    3  
 LH1272
 LH1272.Superseded values are not recommended for survey control.
 LH1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1272.See file dsdata.txt to determine how the superseded data were derived.
 LH1272
 LH1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1305005044(NAD 83)
 LH1272_MARKER: DS = TRIANGULATION STATION DISK
 LH1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1272
 LH1272  HISTORY     - Date     Condition        Report By
 LH1272  HISTORY     - 1959     MONUMENTED       CGS
 LH1272
 LH1272                          STATION DESCRIPTION
 LH1272
 LH1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1272'STATION IS LOCATED 3.5 MILES SOUTH OF GIBBON, ON A SAND KNOLL
 LH1272'IN A PASTURE ON A PROLONGATION OF THE CENTERLINE OF THE ROAD
 LH1272'AND IN THE NORTHEAST 1/4 SECTION 1, T8N AND R18W.
 LH1272'
 LH1272'STATION, STAMPED 80-6 1959, A STANDARD DISK SET IN THE TOP OF A
 LH1272'SQUARE CONCRETE POST THAT PROTRUDES ABOUT 2 INCHES.  IT IS
 LH1272'134.2 FEET NORTHWEST TO A TELEPHONE POLE, 136.2 FEET
 LH1272'WEST-NORTHWEST TO NORTH-EAST SOUTHWEST FENCE LINE ON THE EAST
 LH1272'SIDE OF THE ROAD AND 192.4 FEET WEST-NORTHWEST TO THE CENTERLINE
 LH1272'OF THE SURFACED ROAD.
 LH1272'
 LH1272'R.M. 1, STAMPED 80-6 NO 1 1959, A STANDARD DISK SET IN THE TOP
 LH1272'OF A SQUARE CONCRETE POST THAT PROTRUDES 2 INCHES.  IT IS 1.8
 LH1272'FEET SOUTHEAST TO NORTHEAST SOUTHWEST FENCE AND 2.1 FEET WEST
 LH1272'TO A STEEL FENCE POST.
 LH1272'
 LH1272'R.M. 2, STAMPED 80-6 NO 2 1959, A STANDARD DISK SET IN THE TOP
 LH1272'OF A SQUARE CONCRETE POST THAT PROTRUDES 3 INCHES.  IT IS 2.8
 LH1272'FEET SOUTH-SOUTHWEST TO A TELEPHONE POLE, 2.0 FEET WEST-NORTHWEST
 LH1272'TO A NORTHEAST SOUTHWEST FENCE LINE AND 51.7 FEET
 LH1272'WEST-NORTHWEST TO THE CENTERLINE OF THE SURFACED ROAD
 LH1272'
 LH1272'AZIMUTH MARK, STAMPED F 289 1949, A STANDARD BENCH MARK DISK SET
 LH1272'IN THE TOP OF A SQUARE CONCRETE POST THAT PROTRUDES 8 INCHES.
 LH1272'IT IS 46.6 FEET EAST OF THE CENTERLINE OF THE SURFACED ROAD,
 LH1272'15.5 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A 4 X 4
 LH1272'POST AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE ON THE EAST SIDE
 LH1272'OF THE ROAD.
 LH1272'
 LH1272'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON SURFACED
 LH1272'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT, EAST SIDE OF THE
 LH1272'ROAD.
 LH1272'
 LH1272'TO REACH THE STATION FROM INTERSECTION OF U.S. HIGHWAY 30 AND THE
 LH1272'PAVED SECTION LINE ROAD IN GIBBON, GO SOUTH ON THE SECTION LINE
 LH1272'ROAD FOR 3.7 MILES TO A SCHOOL HOUSE ON THE RIGHT AND A GATE ON
 LH1272'THE LEFT, EAST SIDE OF THE ROAD, TURN LEFT, PASSING THROUGH
 LH1272'THE GATE AND GO NORTHEAST FOR 0.1 MILE TO THE TOP OF THE SAND
 LH1272'HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1287 ***********************************************************************
 LH1287  DESIGNATION -  80 6 A
 LH1287  PID         -  LH1287
 LH1287  STATE/COUNTY-  NE/BUFFALO
 LH1287  USGS QUAD   -  NEWARK (1993)
 LH1287
 LH1287                         *CURRENT SURVEY CONTROL
 LH1287  ___________________________________________________________________
 LH1287* NAD 83(1995)-  40 41 34.20605(N)    098 55 05.93128(W)     ADJUSTED  
 LH1287* NAVD 88     -       633.4    (meters)    2078.     (feet)  VERTCON   
 LH1287  ___________________________________________________________________
 LH1287  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 LH1287  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 LH1287
 LH1287  HORZ ORDER  -  SECOND
 LH1287
 LH1287.The horizontal coordinates were established by classical geodetic methods
 LH1287.and adjusted by the National Geodetic Survey in August 1997..
 LH1287
 LH1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1287
 LH1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1287
 LH1287.The geoid height was determined by GEOID03.
 LH1287
 LH1287;                    North         East     Units Scale Factor Converg.
 LH1287;SPC NE       -    96,001.108   591,404.546   MT  0.99975845   +0 43 00.6
 LH1287;UTM  14      - 4,504,662.953   506,901.691   MT  0.99960059   +0 03 11.7
 LH1287
 LH1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1287!SPC NE       -   0.99990451  x   0.99975845  =   0.99966299
 LH1287!UTM  14      -   0.99990451  x   0.99960059  =   0.99950514
 LH1287
 LH1287|---------------------------------------------------------------------|
 LH1287| PID    Reference Object                     Distance      Geod. Az  |
 LH1287|                                                           dddmmss.s |
 LH1287| CN8497 80 6 A RM 1                          11.363 METERS 08136     |
 LH1287| CN8498 80 6 A RM 2                           6.596 METERS 26146     |
 LH1287| LH1311 KEARNEY ROCKWELL MFG CO TANK        APPROX.10.0 KM 2800245.8 |
 LH1287|---------------------------------------------------------------------|
 LH1287
 LH1287                          SUPERSEDED SURVEY CONTROL
 LH1287
 LH1287  NAD 83(1986)-  40 41 34.21318(N)    098 55 05.93174(W) AD(       ) 2
 LH1287  NAD 27      -  40 41 34.15820(N)    098 55 04.63950(W) AD(       ) 2
 LH1287  NGVD 29 (07/19/86)  633.1    (m)         2077.     (f) VERT ANG       
 LH1287
 LH1287.Superseded values are not recommended for survey control.
 LH1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1287.See file dsdata.txt to determine how the superseded data were derived.
 LH1287
 LH1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0690204663(NAD 83)
 LH1287_MARKER: DS = TRIANGULATION STATION DISK
 LH1287_SETTING: 0 = UNSPECIFIED SETTING
 LH1287
 LH1287  HISTORY     - Date     Condition        Report By
 LH1287  HISTORY     - 1959     MONUMENTED       CGS
 LH1287
 LH1287                          STATION DESCRIPTION
 LH1287
 LH1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1287'STATION IS LOCATED 8.5 MILES EAST OF KEARNEY AND 5.5 MILES
 LH1287'SOUTHWEST OF GIBBON, IN THE NORTHEAST 1/4 SEC. 5, T 8 N, R 14 W.
 LH1287'
 LH1287'THE STATION IS IN A PRIVATE DRIVEWAY, 0.5 FEET BELOW THE
 LH1287'SURFACE OF THE GROUND, 3 FEET EAST OF WEST ROAD SHOULDER, 21.5
 LH1287'FEET EAST OF THE WEST LANE FENCE LINE AND 37 FEET WEST OF THE
 LH1287'EAST LANE FENCE LINE AND 21.9 FEET NORTH OF THE DRIVEWAY.
 LH1287'(EAST OF THE FARM HOUSE) STATION IS A STANDARD DISK SET IN THE
 LH1287'TOP OF A CONCRETE POST AND STAMPED 80-6 A 1959.
 LH1287'
 LH1287'REFERENCE MARKS ARE 3 FOOT LENGTHS OF CONCRETE FILLED TRANSITE
 LH1287'PIPES WITH STANDARD DISK SET IN THE TOP, BOTH PROTRUDE 0.5 FEET,
 LH1287'ARE STAMPED RESPECTIVELY 80-6 A NO 1 AND NO 2 1959 AND ARE 0.5
 LH1287'FEET INSIDE OF THE EAST-WEST LANE FENCE LINE, RESPECTIVELY EAST
 LH1287'AND WEST OF THE STATION AND ARE VERY CLOSE TO TANGENCY.
 LH1287'
 LH1287'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GIBBON, GO
 LH1287'SOUTHWEST ON U.S. HIGHWAY 30 FOR 4.75 MILES, (0.4 MILE NORTHEAST OF
 LH1287'THE RAILROAD SIDING IN OPTIC) TURN LEFT, GO SOUTH ON SECTION LINE
 LH1287'ROAD 2.4 MILES, TURN RIGHT, GO WEST FOR 0.3 MILE TO A FARM LANE
 LH1287'ON THE LEFT, TURN LEFT, GO SOUTH FOR 0.45 MILE TO THE STATION AS
 LH1287'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1288 ***********************************************************************
 LH1288  DESIGNATION -  80 7
 LH1288  PID         -  LH1288
 LH1288  STATE/COUNTY-  NE/BUFFALO
 LH1288  USGS QUAD   -  NEWARK (1993)
 LH1288
 LH1288                         *CURRENT SURVEY CONTROL
 LH1288  ___________________________________________________________________
 LH1288* NAD 83(1995)-  40 41 02.99210(N)    098 58 13.06138(W)     ADJUSTED  
 LH1288* NAVD 88     -       639.7    (meters)    2099.     (feet)  VERTCON   
 LH1288  ___________________________________________________________________
 LH1288  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 LH1288  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 LH1288
 LH1288  HORZ ORDER  -  SECOND
 LH1288
 LH1288.The horizontal coordinates were established by classical geodetic methods
 LH1288.and adjusted by the National Geodetic Survey in August 1997..
 LH1288
 LH1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1288
 LH1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1288
 LH1288.The geoid height was determined by GEOID03.
 LH1288
 LH1288;                    North         East     Units Scale Factor Converg.
 LH1288;SPC NE       -    94,984.929   587,023.763   MT  0.99976059   +0 40 56.6
 LH1288;UTM  14      - 4,503,697.709   502,510.138   MT  0.99960008   +0 01 09.7
 LH1288
 LH1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1288!SPC NE       -   0.99990352  x   0.99976059  =   0.99966413
 LH1288!UTM  14      -   0.99990352  x   0.99960008  =   0.99950364
 LH1288
 LH1288|---------------------------------------------------------------------|
 LH1288| PID    Reference Object                     Distance      Geod. Az  |
 LH1288|                                                           dddmmss.s |
 LH1288| CN8500 80 7 RM 1                            20.632 METERS 22228     |
 LH1288| CN8499 80 7 AZ MK                                         2754834.2 |
 LH1288| LH1311 KEARNEY ROCKWELL MFG CO TANK        APPROX. 6.1 KM 2961549.0 |
 LH1288| CN8501 80 7 RM 2                            47.473 METERS 34235     |
 LH1288|---------------------------------------------------------------------|
 LH1288
 LH1288                          SUPERSEDED SURVEY CONTROL
 LH1288
 LH1288  NAD 83(1986)-  40 41 02.99909(N)    098 58 13.06185(W) AD(       ) 2
 LH1288  NAD 27      -  40 41 02.94620(N)    098 58 11.76150(W) AD(       ) 2
 LH1288  NGVD 29 (07/19/86)  639.4    (m)         2098.     (f) VERT ANG       
 LH1288
 LH1288.Superseded values are not recommended for survey control.
 LH1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1288.See file dsdata.txt to determine how the superseded data were derived.
 LH1288
 LH1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0251003698(NAD 83)
 LH1288_MARKER: DS = TRIANGULATION STATION DISK
 LH1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1288
 LH1288  HISTORY     - Date     Condition        Report By
 LH1288  HISTORY     - 1959     MONUMENTED       CGS
 LH1288
 LH1288                          STATION DESCRIPTION
 LH1288
 LH1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1288'STATION IS LOCATED ABOUT 6.8 MILES SOUTHWEST OF GIBBON, 4 MILES
 LH1288'SOUTHEAST OF KEARNEY AND IN THE NORTHWEST CORNER OF THE
 LH1288'NORTHWEST 1/4 SECTION 12, T 8 N, R 15 W AND IN NEWARK TOWNSHIP.
 LH1288'
 LH1288'STATION, STAMPED 80-7 1959, SET ABOUT 1 FOOT BELOW THE SURFACE
 LH1288'OF THE GROUND.  IT IS 84.7 FEET SOUTH OF THE SOUTH ONE OF A
 LH1288'ROW OF COTTONWOOD TREES, 15.0 FEET EAST OF THE CENTERLINE OF
 LH1288'THE TRACK ROAD, 156 FEET SOUTHEAST OF A FENCE CORNER POST AND
 LH1288'44.6 FEET EAST OF THE FENCE ON THE WEST SIDE OF THE ROAD.
 LH1288'
 LH1288'R.M. 1, STAMPED 80-7 NO 1 1959, PROTUDES ABOUT 4 INCHES.
 LH1288'IT IS 25.8 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST
 LH1288'OF THE FENCE ON THE WEST SIDE OF THE ROAD AND ABOUT THE SAME
 LH1288'ELEVATION AS THE STATION.
 LH1288'
 LH1288'R.M. 2, A METAL BOLT SET IN THE TOP OF A HIGHWAY RIGHT-OF-WAY
 LH1288'MARKER POST THAT PROTUDES ABOUT 1 FOOT.  IT IS 46.8 FEET SOUTH
 LH1288'OF THE CENTERLINE OF THE ROAD, 30.0 FEET WEST OF THE CENTERLINE
 LH1288'OF THE TRACK ROAD, 15.5 FEET EAST OF A TELEPHONE POLE AND 1 FOOT
 LH1288'EAST OF A FENCE CORNER POST.
 LH1288'
 LH1288'AZIMUTH MARK, STAMPED 80-7 1959, PROTUDES ABOUT 4 INCHES.
 LH1288'IT IS 1.5 FEET NORTH OF A TELEPHONE POLE, 23.5 FEET SOUTH OF
 LH1288'THE CENTERLINE OF THE EAST-WEST ROAD AND 68.0 FEET WEST OF A
 LH1288'FENCE CORNER POST.
 LH1288'
 LH1288'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVEL
 LH1288'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LH1288'
 LH1288'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVE.
 LH1288'AND 11TH STREET IN KEARNEY, GO EAST ON 11TH STREET FOR 6.0 MILES
 LH1288'TO THE END OF THE ROAD AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1313 ***********************************************************************
 LH1313  DESIGNATION -  80 7 A
 LH1313  PID         -  LH1313
 LH1313  STATE/COUNTY-  NE/BUFFALO
 LH1313  USGS QUAD   -  KEARNEY (1983)
 LH1313
 LH1313                         *CURRENT SURVEY CONTROL
 LH1313  ___________________________________________________________________
 LH1313* NAD 83(1995)-  40 40 29.63132(N)    099 01 39.18567(W)     ADJUSTED  
 LH1313* NAVD 88     -       646.0    (meters)    2119.     (feet)  VERTCON   
 LH1313  ___________________________________________________________________
 LH1313  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 LH1313  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 LH1313
 LH1313  HORZ ORDER  -  SECOND
 LH1313
 LH1313.The horizontal coordinates were established by classical geodetic methods
 LH1313.and adjusted by the National Geodetic Survey in August 1997..
 LH1313
 LH1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1313
 LH1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1313
 LH1313.The geoid height was determined by GEOID03.
 LH1313
 LH1313;                    North         East     Units Scale Factor Converg.
 LH1313;SPC NE       -    93,900.144   582,196.589   MT  0.99976290   +0 38 40.0
 LH1313;UTM  14      - 4,502,668.996   497,671.523   MT  0.99960007   -0 01 04.6
 LH1313
 LH1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1313!SPC NE       -   0.99990253  x   0.99976290  =   0.99966545
 LH1313!UTM  14      -   0.99990253  x   0.99960007  =   0.99950264
 LH1313
 LH1313|---------------------------------------------------------------------|
 LH1313| PID    Reference Object                     Distance      Geod. Az  |
 LH1313|                                                           dddmmss.s |
 LH1313| CN8502 80 7 A RM 1                          15.480 METERS 26700     |
 LH1313| CN8503 80 7 A RM 2                          27.703 METERS 32535     |
 LH1313| LH1311 KEARNEY ROCKWELL MFG CO TANK        APPROX. 3.8 KM 3500616.3 |
 LH1313|---------------------------------------------------------------------|
 LH1313
 LH1313                          SUPERSEDED SURVEY CONTROL
 LH1313
 LH1313  NAD 83(1986)-  40 40 29.63816(N)    099 01 39.18625(W) AD(       ) 2
 LH1313  NAD 27      -  40 40 29.58600(N)    099 01 37.87760(W) AD(       ) 2
 LH1313  NGVD 29 (07/19/86)  645.7    (m)         2118.     (f) VERT ANG       
 LH1313
 LH1313.Superseded values are not recommended for survey control.
 LH1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1313.See file dsdata.txt to determine how the superseded data were derived.
 LH1313
 LH1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9767202669(NAD 83)
 LH1313_MARKER: Z = SEE DESCRIPTION
 LH1313_SETTING: 0 = UNSPECIFIED SETTING
 LH1313
 LH1313  HISTORY     - Date     Condition        Report By
 LH1313  HISTORY     - 1959     MONUMENTED       CGS
 LH1313  HISTORY     - 1965     GOOD             CGS
 LH1313
 LH1313                          STATION DESCRIPTION
 LH1313
 LH1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1313'STATION IS LOCATED 3.5 MILES SOUTHEAST OF KEARNEY, IN THE
 LH1313'SOUTHWEST 1/4 SEC. 9, T 8 N R 15 W ON THE EAST SIDE OF THE
 LH1313'SECTION LINE ROAD, 2300 FEET (SCALED) NORTH OF SECTION CORNER
 LH1313'8, 9, 16 AND 17, ACROSS THE ROAD, EAST OF LOCKED GATE OF DIKED
 LH1313'ENCLOSURE.
 LH1313'
 LH1313'THE STATION IS 25.0 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LH1313'102 FEET NORTH OF A POWERLINE POLE, 9.5 FEET SOUTH OF ANOTHER
 LH1313'POWERLINE POLE AND 0.6 FEET WEST OF A STEEL FENCE POST.  THE
 LH1313'MARK IS SET FLUSH WITH THE GROUND SURFACE.
 LH1313'
 LH1313'R.M. 1 IS ACROSS THE ROAD AND WEST OF THE STATION, 1 FOOT EAST
 LH1313'OF THE WEST FENCE LINE, 0.5 FEET SOUTHEAST OF A FENCE CORNER
 LH1313'POST AND 2.5 FEET WEST OF THE CENTERLINE OF THE ROAD.
 LH1313'
 LH1313'R.M. 2 IS ON THE WEST SIDE OF THE ROAD, 1 FOOT EAST OF THE WEST
 LH1313'FENCE LINE, 3 FEET SOUTH OF THE SOUTH END OF THE IRON GATE
 LH1313'AND 27.5 FEET WEST OF THE CENTERLINE OF THE ROAD.
 LH1313'
 LH1313'BOTH REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOP OF A
 LH1313'3 FOOT LENGTH OF CONCRETE FILLED TRANSITE PIPE THAT ARE
 LH1313'PROTRUDING ABOUT 6 INCHES AND ARE STAMPED 80-7 A NO 1 AND NO 2
 LH1313'1959 RESPECTIVELY.
 LH1313'
 LH1313'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND 11TH
 LH1313'STREET IN KEARNEY, GO EAST ON THE LATTER FOR 3.0 MILES, TURN
 LH1313'RIGHT, GO SOUTH FOR 5.5 MILES TO THE STATION AS DESCRIBED.
 LH1313'ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A DIKED ENCLOSURE.
 LH1313
 LH1313                          STATION RECOVERY (1965)
 LH1313
 LH1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 LH1313'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 LH1313'THE TWO REFERENCE MARKS HAVE BEEN DESTROYED.
 LH1313'
 LH1313'DUE TO THE GRADING OF THE ROAD IT WAS NECESSARY TO ESTABLISH
 LH1313'STATION 80-7A 2 AND DESTROY THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1315 ***********************************************************************
 LH1315  DESIGNATION -  80 7 A 2
 LH1315  PID         -  LH1315
 LH1315  STATE/COUNTY-  NE/BUFFALO
 LH1315  USGS QUAD   -  KEARNEY (1983)
 LH1315
 LH1315                         *CURRENT SURVEY CONTROL
 LH1315  ___________________________________________________________________
 LH1315* NAD 83(1995)-  40 40 29.63365(N)    099 01 39.09682(W)     ADJUSTED  
 LH1315* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 LH1315  ___________________________________________________________________
 LH1315  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 LH1315  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 LH1315
 LH1315  HORZ ORDER  -  THIRD
 LH1315
 LH1315.The horizontal coordinates were established by classical geodetic methods
 LH1315.and adjusted by the National Geodetic Survey in August 1997..
 LH1315.No horizontal observational check was made to the station.
 LH1315
 LH1315.The orthometric height was scaled from a topographic map.
 LH1315
 LH1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1315
 LH1315.The geoid height was determined by GEOID03.
 LH1315
 LH1315;                    North         East     Units Scale Factor Converg.
 LH1315;SPC NE       -    93,900.239   582,198.674   MT  0.99976290   +0 38 40.0
 LH1315;UTM  14      - 4,502,669.067   497,673.608   MT  0.99960007   -0 01 04.6
 LH1315
 LH1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1315!SPC NE       -   0.99990248  x   0.99976290  =   0.99966540
 LH1315!UTM  14      -   0.99990248  x   0.99960007  =   0.99950259
 LH1315
 LH1315|---------------------------------------------------------------------|
 LH1315| PID    Reference Object                     Distance      Geod. Az  |
 LH1315|                                                           dddmmss.s |
 LH1315| CN8504 80 7 A 2 RM 3                        30.358 METERS 00036     |
 LH1315| CN8505 80 7 A 2 RM 4                        28.717 METERS 17958     |
 LH1315| LH1313 80 7 A                                2.088 METERS 26802     |
 LH1315| LH1311 KEARNEY ROCKWELL MFG CO TANK        APPROX. 3.8 KM 3500423.9 |
 LH1315|---------------------------------------------------------------------|
 LH1315
 LH1315                          SUPERSEDED SURVEY CONTROL
 LH1315
 LH1315  NAD 83(1986)-  40 40 29.64050(N)    099 01 39.09740(W) AD(       ) 3
 LH1315  NAD 27      -  40 40 29.58830(N)    099 01 37.78880(W) AD(       ) 3
 LH1315
 LH1315.Superseded values are not recommended for survey control.
 LH1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1315.See file dsdata.txt to determine how the superseded data were derived.
 LH1315
 LH1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9767402669(NAD 83)
 LH1315_MARKER: DS = TRIANGULATION STATION DISK
 LH1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1315+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 LH1315
 LH1315  HISTORY     - Date     Condition        Report By
 LH1315  HISTORY     - 1965     MONUMENTED       CGS
 LH1315  HISTORY     - 20050308 GOOD             NEDR
 LH1315
 LH1315                          STATION DESCRIPTION
 LH1315
 LH1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CFO)
 LH1315'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF KEARNEY,
 LH1315'IN THE SOUTHWEST 1/4 SEC. 9, T.8N, R.15W., ACROSS THE ROAD FROM A
 LH1315'GRAVEL PIT.  IT IS 196.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 LH1315'CONCRETE BASE OF AN IRRIGATION WELL, 73 FEET SOUTH OF CENTER OF A
 LH1315'T-ROAD JUNCTION, 32 FEET EAST OF THE CENTER LINE OF ROAD AND 1.0
 LH1315'FOOT WEST OF A FENCE LINE AND METAL WITNESS POST.  A STANDARD
 LH1315'DISK, STAMPED, 80 7A 2 1965, IN THE TOP OF A CONCRETE MONUMENT
 LH1315'PROJECTING 5-INCHES ABOVE THE GROUND.
 LH1315'
 LH1315'REFERENCE MARK NO. 3 IS 99 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LH1315'OF THE CONCRETE BASE OF AN IRRIGATION WELL, 32 FEET EAST OF THE
 LH1315'CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST OF A POWER LINE POLE
 LH1315'AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK, STAMPED, 80-7A
 LH1315'2 NO 3 1965, IN THE TOP OF A CONCRETE MONUMENT AND PROJECTING
 LH1315'5-INCHES ABOVE THE GROUND.
 LH1315'
 LH1315'REFERENCE MARK NO. 4 IS 32 FEET EAST OF CENTER LINE OF THE ROAD,
 LH1315'2 FEET NORTHWEST OF A POWER LINE POLE AND 1 FOOT WEST OF THE
 LH1315'FENCE.  A STANDARD DISK, STAMPED, 80 7A 2 NO 4 1965, IN THE TOP
 LH1315'OF A CONCRETE MONUMENT PROJECTING 6-INCHES.
 LH1315'
 LH1315'TO REACH THE STATION FROM THE RAILROAD STATION IN KEARNEY, GO
 LH1315'SOUTH ON CENTRAL AVE. 0.65 MILE TO A CROSS STREET, TURN LEFT,
 LH1315'GO EAST ON 11TH STREET 2.9 MILES TO A CROSSROAD, TURN RIGHT,
 LH1315'GO SOUTH 0.65 MILE TO A SIDE ROAD RIGHT, LEADING TO A DISPOSAL
 LH1315'PLANT AND STATION.
 LH1315'
 LH1315'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 LH1315
 LH1315                          STATION RECOVERY (2005)
 LH1315
 LH1315'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1308 ***********************************************************************
 LH1308  DESIGNATION -  80 8
 LH1308  PID         -  LH1308
 LH1308  STATE/COUNTY-  NE/BUFFALO
 LH1308  USGS QUAD   -  KEARNEY (1983)
 LH1308
 LH1308                         *CURRENT SURVEY CONTROL
 LH1308  ___________________________________________________________________
 LH1308* NAD 83(1995)-  40 40 05.51841(N)    099 04 57.13182(W)     ADJUSTED  
 LH1308* NAVD 88     -       652.47   (+/-2cm)    2140.6    (feet)  VERTCON   
 LH1308  ___________________________________________________________________
 LH1308  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 LH1308  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 LH1308
 LH1308  HORZ ORDER  -  SECOND
 LH1308  VERT ORDER  -  THIRD ? (See Below)
 LH1308
 LH1308.The horizontal coordinates were established by classical geodetic methods
 LH1308.and adjusted by the National Geodetic Survey in August 1997..
 LH1308
 LH1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1308.The vertical order pertains to the NGVD 29 superseded value.
 LH1308
 LH1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1308
 LH1308.The geoid height was determined by GEOID03.
 LH1308
 LH1308;                    North         East     Units Scale Factor Converg.
 LH1308;SPC NE       -    93,105.765   577,557.027   MT  0.99976458   +0 36 28.8
 LH1308;UTM  14      - 4,501,928.403   493,023.851   MT  0.99960060   -0 03 13.6
 LH1308
 LH1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1308!SPC NE       -   0.99990151  x   0.99976458  =   0.99966611
 LH1308!UTM  14      -   0.99990151  x   0.99960060  =   0.99950214
 LH1308
 LH1308:                Primary Azimuth Mark                     Grid Az
 LH1308:SPC NE       -  80 8 AZ MK                               002 06 08.5
 LH1308:UTM  14      -  80 8 AZ MK                               002 45 50.9
 LH1308
 LH1308|---------------------------------------------------------------------|
 LH1308| PID    Reference Object                     Distance      Geod. Az  |
 LH1308|                                                           dddmmss.s |
 LH1308| CN8506 80 8 AZ MK                                         0024237.3 |
 LH1308| LH1311 KEARNEY ROCKWELL MFG CO TANK        APPROX. 6.0 KM 0414258.9 |
 LH1308| CN8507 80 8 RM 1                            19.645 METERS 08514     |
 LH1308| CN8508 80 8 RM 2                            22.813 METERS 19156     |
 LH1308| LH1307 KEARNEY CON PWR ELEC RAD MAST       APPROX. 4.8 KM 3432258.7 |
 LH1308|---------------------------------------------------------------------|
 LH1308
 LH1308                          SUPERSEDED SURVEY CONTROL
 LH1308
 LH1308  NAD 83(1986)-  40 40 05.52513(N)    099 04 57.13266(W) AD(       ) 2
 LH1308  NAD 27      -  40 40 05.47500(N)    099 04 55.81770(W) AD(       ) 2
 LH1308  NGVD 29 (07/19/86)  652.21   (m)         2139.8    (f) LEVELING    3  
 LH1308
 LH1308.Superseded values are not recommended for survey control.
 LH1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1308.See file dsdata.txt to determine how the superseded data were derived.
 LH1308
 LH1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9302401928(NAD 83)
 LH1308_MARKER: DS = TRIANGULATION STATION DISK
 LH1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1308
 LH1308  HISTORY     - Date     Condition        Report By
 LH1308  HISTORY     - 1959     MONUMENTED       CGS
 LH1308
 LH1308                          STATION DESCRIPTION
 LH1308
 LH1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1308'STATION IS LOCATED JUST SOUTH OF KEARNEY, IN THE RIGHT-OF-WAY
 LH1308'OF STATE HIGHWAYS 10 AND 44, 2.2 MILES SOUTH OF THE INTERSECTION
 LH1308'OF CENTRAL AVE. AND U.S. HIGHWAY 30 AND OPPOSITE THE KGFW RADIO
 LH1308'MAST.
 LH1308'
 LH1308'STATION IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 LH1308'POST THAT IS SET ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 LH1308'IT IS 25.3 FEET WEST OF THE CENTERLINE OF THE ROAD, 15.6 FEET
 LH1308'EAST OF THE NORTH-SOUTH FENCE ON THE WEST SIDE OF THE ROAD AND
 LH1308'THE DISK IS STAMPED 80-8 1959.
 LH1308'
 LH1308'R.M. 1 A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 LH1308'THAT PROTUDES ABOUT 5 INCHES.  IT IS 38.8 FEET WEST OF THE
 LH1308'CENTERLINE OF THE ROAD, 33.1 FEET SOUTHEAST OF A POWERLINE POLE,
 LH1308'1 FOOT EAST TO THE NORTH-SOUTH FENCE ON THE EAST SIDE OF THE
 LH1308'ROAD AND THE DISK IS STAMPED 80-8 NO 1 1959.
 LH1308'
 LH1308'R.M. 2 IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 LH1308'POST THAT PROTUDES ABOUT 5 INCHES.  IT IS 39.2 FEET DUE EAST
 LH1308'TO THE CENTERLINE OF THE ROAD, 2.9 FEET DUE SOUTH TO THE
 LH1308'POWERLINE POLE, 1.4 FEET DUE WEST TO NORTH-SOUTH FENCE ON THE
 LH1308'WEST SIDE OF THE ROAD AND THE DISK IS STAMPED 80-8 NO 2 1959.
 LH1308'
 LH1308'AZIMUTH MARK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT
 LH1308'PROTUDES ABOUT 4 INCHES.  IT IS 2.0 FEET NORTH TO POWERLINE POLE
 LH1308'49, 33.2 FEET WEST TO THE CENTERLINE OF THE ROAD, 80.6 FEET
 LH1308'WEST-SOUTHWEST TO A TELEPHONE POLE ON THE WEST SIDE OF THE ROAD
 LH1308'AND THE DISK IS STAMPED 80-8 1959.
 LH1308'
 LH1308'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.4 MILE
 LH1308'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1320 ***********************************************************************
 LH1320  DESIGNATION -  80 8 A
 LH1320  PID         -  LH1320
 LH1320  STATE/COUNTY-  NE/BUFFALO
 LH1320  USGS QUAD   -  ALFALFA CENTER (1974)
 LH1320
 LH1320                         *CURRENT SURVEY CONTROL
 LH1320  ___________________________________________________________________
 LH1320* NAD 83(1995)-  40 40 32.92612(N)    099 09 43.42558(W)     ADJUSTED  
 LH1320* NAVD 88     -       661.9    (meters)    2172.     (feet)  VERTCON   
 LH1320  ___________________________________________________________________
 LH1320  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 LH1320  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 LH1320
 LH1320  HORZ ORDER  -  SECOND
 LH1320
 LH1320.The horizontal coordinates were established by classical geodetic methods
 LH1320.and adjusted by the National Geodetic Survey in August 1997..
 LH1320
 LH1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1320
 LH1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1320
 LH1320.The geoid height was determined by GEOID03.
 LH1320
 LH1320;                    North         East     Units Scale Factor Converg.
 LH1320;SPC NE       -    93,882.712   570,826.386   MT  0.99976267   +0 33 19.1
 LH1320;UTM  14      - 4,502,782.848   486,303.717   MT  0.99960231   -0 06 20.3
 LH1320
 LH1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1320!SPC NE       -   0.99990002  x   0.99976267  =   0.99966272
 LH1320!UTM  14      -   0.99990002  x   0.99960231  =   0.99950237
 LH1320
 LH1320|---------------------------------------------------------------------|
 LH1320| PID    Reference Object                     Distance      Geod. Az  |
 LH1320|                                                           dddmmss.s |
 LH1320| CN8509 80 8 A RM 1                          25.743 METERS 05234     |
 LH1320| CN8510 80 8 A RM 2                          23.742 METERS 13047     |
 LH1320| LH1321 KEARNEY RADIO STA KRNY MAST         APPROX. 2.0 KM 3473644.8 |
 LH1320|---------------------------------------------------------------------|
 LH1320
 LH1320                          SUPERSEDED SURVEY CONTROL
 LH1320
 LH1320  NAD 83(1986)-  40 40 32.93278(N)    099 09 43.42687(W) AD(       ) 2
 LH1320  NAD 27      -  40 40 32.88540(N)    099 09 42.10400(W) AD(       ) 2
 LH1320  NGVD 29 (07/19/86)  661.6    (m)         2171.     (f) VERT ANG       
 LH1320
 LH1320.Superseded values are not recommended for survey control.
 LH1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1320.See file dsdata.txt to determine how the superseded data were derived.
 LH1320
 LH1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8630402783(NAD 83)
 LH1320_MARKER: DS = TRIANGULATION STATION DISK
 LH1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1320
 LH1320  HISTORY     - Date     Condition        Report By
 LH1320  HISTORY     - 1959     MONUMENTED       CGS
 LH1320  HISTORY     - 1962     MARK NOT FOUND   USGS
 LH1320
 LH1320                          STATION DESCRIPTION
 LH1320
 LH1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1320'STATION IS LOCATED 4 MILES WEST OF KEARNEY, IN THE SOUTHEAST
 LH1320'1/4 SECTION 7, T 8 N, R 16 W AND IN PASTURE OWNED BY H.C. FREEZE,
 LH1320'ON THE WEST SIDE OF THE ROAD, IT IS 64.0 FEET WEST OF THE WEST
 LH1320'FENCE, 9.7 FEET NORTH OF AN EAST-WEST PASTURE FENCE, 97.0 FEET
 LH1320'WEST OF THE CENTERLINE OF THE ROAD AND 198.4 FEET SOUTH OF THE
 LH1320'CENTERLINE OF DOUBLE TRAMISSION LINE POLES.  STATION IS A
 LH1320'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS
 LH1320'SET ABOUT 0.3 FOOT BELOW THE SURFACE OF THE GROUND AND THE
 LH1320'DISK IS STAMPED 80-8 A 1959.
 LH1320'
 LH1320'R.M. 1 IS 32.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 69.5
 LH1320'FEET NORTH OF THE INTERSECTION OF THE WEST SECTION LINE FENCE
 LH1320'AND EAST-WEST PASTURE FENCE, 135.2 FEET SOUTH OF THE CENTERLINE
 LH1320'OF TRANSMISSION LINE AND 1 FOOT EAST OF THE FENCE.  THE MARK
 LH1320'PROTUDES ABOUT 2 INCHES AND THE DISK IS STAMPED 80-8 A NO 1 1959.
 LH1320'(ROUND CONCRETE POST.)
 LH1320'
 LH1320'R.M. 2 IS 237.7 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 LH1320'TRANSMISSION LINE POLES, 1.0 FEET EAST OF THE NORTH-SOUTH FENCE ON
 LH1320'THE WEST SIDE OF THE ROAD, 33.0 FEET SOUTH OF THE INTERSECTION OF
 LH1320'NORTH-SOUTH AND EAST-WEST FENCE, 32.0 FEET WEST OF THE CENTERLINE
 LH1320'OF THE ROAD AND THE MARK PROTUDES ABOUT 4 INCHES ABOVE THE
 LH1320'SURFACE OF THE GROUND.  THE DISK IS SET IN THE TOP OF A ROUND
 LH1320'CONCRETE POST AND THE DISK IS STAMPED 80-8 A NO 2 1959.
 LH1320'
 LH1320'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 LH1320'CENTRAL AVE. IN KEARNEY, GO WEST ON U.S. HIGHWAY 30 FOR 4.0 MILES,
 LH1320'TURN LEFT, GO SOUTH ON SECTION LINE ROAD FOR 1.65 MILES TO THE
 LH1320'STATION ON THE RIGHT AT A T FENCE LINE AND A WINDMILL.
 LH1320
 LH1320                          STATION RECOVERY (1962)
 LH1320
 LH1320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LH1320'STATION WAS NOT FOUND.
 LH1320'
 LH1320'REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1319 ***********************************************************************
 LH1319  DESIGNATION -  80 8 B
 LH1319  PID         -  LH1319
 LH1319  STATE/COUNTY-  NE/BUFFALO
 LH1319  USGS QUAD   -  ALFALFA CENTER (1974)
 LH1319
 LH1319                         *CURRENT SURVEY CONTROL
 LH1319  ___________________________________________________________________
 LH1319* NAD 83(1995)-  40 40 19.01570(N)    099 11 55.03246(W)     ADJUSTED  
 LH1319* NAVD 88     -       665.1    (meters)    2182.     (feet)  VERTCON   
 LH1319  ___________________________________________________________________
 LH1319  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 LH1319  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 LH1319
 LH1319  HORZ ORDER  -  SECOND
 LH1319
 LH1319.The horizontal coordinates were established by classical geodetic methods
 LH1319.and adjusted by the National Geodetic Survey in August 1997..
 LH1319
 LH1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1319
 LH1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1319
 LH1319.The geoid height was determined by GEOID03.
 LH1319
 LH1319;                    North         East     Units Scale Factor Converg.
 LH1319;SPC NE       -    93,424.449   567,740.445   MT  0.99976364   +0 31 51.9
 LH1319;UTM  14      - 4,502,360.269   483,213.192   MT  0.99960347   -0 07 46.0
 LH1319
 LH1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1319!SPC NE       -   0.99989952  x   0.99976364  =   0.99966319
 LH1319!UTM  14      -   0.99989952  x   0.99960347  =   0.99950303
 LH1319
 LH1319:                Primary Azimuth Mark                     Grid Az
 LH1319:SPC NE       -  80 8 B AZ MK                             000 31 01.2
 LH1319:UTM  14      -  80 8 B AZ MK                             001 10 39.1
 LH1319
 LH1319|---------------------------------------------------------------------|
 LH1319| PID    Reference Object                     Distance      Geod. Az  |
 LH1319|                                                           dddmmss.s |
 LH1319| CN8511 80 8 B AZ MK                                       0010253.1 |
 LH1319| LH1321 KEARNEY RADIO STA KRNY MAST         APPROX. 3.6 KM 0483131.2 |
 LH1319| CN8512 80 8 B RM 1                           8.757 METERS 04938     |
 LH1319| CN8513 80 8 B RM 2                           7.257 METERS 11702     |
 LH1319|---------------------------------------------------------------------|
 LH1319
 LH1319                          SUPERSEDED SURVEY CONTROL
 LH1319
 LH1319  NAD 83(1986)-  40 40 19.02230(N)    099 11 55.03391(W) AD(       ) 2
 LH1319  NAD 27      -  40 40 18.97610(N)    099 11 53.70680(W) AD(       ) 2
 LH1319  NGVD 29 (07/19/86)  664.8    (m)         2181.     (f) VERT ANG       
 LH1319
 LH1319.Superseded values are not recommended for survey control.
 LH1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1319.See file dsdata.txt to determine how the superseded data were derived.
 LH1319
 LH1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8321302360(NAD 83)
 LH1319_MARKER: DS = TRIANGULATION STATION DISK
 LH1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1319
 LH1319  HISTORY     - Date     Condition        Report By
 LH1319  HISTORY     - 1959     MONUMENTED       CGS
 LH1319
 LH1319                          STATION DESCRIPTION
 LH1319
 LH1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1319'STATION IS 23 FEET EAST TO NORTH-SOUTH FENCE ON THE EAST SIDE
 LH1319'OF THE TRAIL, 23.7 FEET EAST-SOUTHEAST TO THE INTERSECTION OF
 LH1319'EAST-WEST AND NORTH-SOUTH FENCE, 10.2 FEET WEST TO NORTH-SOUTH
 LH1319'FENCE ON THE WEST SIDE OF THE TRAIL.  THE MARK IS A SQUARE
 LH1319'CONCRETE POST THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 LH1319'AND THE DISK IS STAMPED 80-8 B 1959.
 LH1319'
 LH1319'R.M. 1, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 LH1319'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1 FOOT WEST
 LH1319'OF THE NORTH-SOUTH FENCE LINE, 22.5 FEET SOUTH TO THE INTERSECTION
 LH1319'OF EAST-WEST AND NORTH-SOUTH FENCE ON THE EAST SIDE OF
 LH1319'THE TRAIL AND THE DISK IS STAMPED 80-8 B NO 1 1959.
 LH1319'
 LH1319'R.M. 2, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 LH1319'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1 FOOT WEST
 LH1319'OF THE NORTH-SOUTH FENCE LINE, 7.0 FEET NORTH TO THE INTERSECTION
 LH1319'OF EAST-WEST AND NORTH-SOUTH FENCE ON THE EAST SIDE OF THE
 LH1319'TRAIL AND THE DISK IS STAMPED 80-8 B NO 2 1959.
 LH1319'
 LH1319'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVE. AND
 LH1319'U.S. HIGHWAY 30 IN KEARNEY, GO WEST ON U.S. HIGHWAY 30 FOR 6.0
 LH1319'MILES, TURN LEFT, GO SOUTH ON SECTION LINE ROAD FOR 2.0 MILES
 LH1319'TO STATION AT DEAD END LANE AT THE NORTH EDGE OF THE RIVER BOTTOM.
 LH1319'
 LH1319'AZIMUTH MARK, A STANDARD DISK SET IN TOP OF A CONCRETE POST IS
 LH1319'1 FOOT WEST OF NORTH-SOUTH FENCE ON EAST SIDE OF TRAIL ROAD,
 LH1319'127.5 FEET NNE TO 36-INCH COTTONWOOD TREE ON NORTH SIDE OF
 LH1319'EAST-WEST FENCE, 98.5 FEET NORTH TO INTERSECTION OF NORTH-SOUTH
 LH1319'AND EAST-WEST FENCE ON EAST SIDE OF TRAIL ROAD AND STAMPED
 LH1319'80-8B 1959.
 LH1319'
 LH1319'STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE NORTHEAST
 LH1319'1/4 SECTION 11, T8N, R 17 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1322 ***********************************************************************
 LH1322  DESIGNATION -  80 9
 LH1322  PID         -  LH1322
 LH1322  STATE/COUNTY-  NE/BUFFALO
 LH1322  USGS QUAD   -  ELM CREEK EAST (1983)
 LH1322
 LH1322                         *CURRENT SURVEY CONTROL
 LH1322  ___________________________________________________________________
 LH1322* NAD 83(1995)-  40 40 33.30630(N)    099 15 21.05103(W)     ADJUSTED  
 LH1322* NAVD 88     -       671.4    (meters)    2203.     (feet)  VERTCON   
 LH1322  ___________________________________________________________________
 LH1322  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 LH1322  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 LH1322
 LH1322  HORZ ORDER  -  SECOND
 LH1322
 LH1322.The horizontal coordinates were established by classical geodetic methods
 LH1322.and adjusted by the National Geodetic Survey in August 1997..
 LH1322
 LH1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1322
 LH1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1322
 LH1322.The geoid height was determined by GEOID03.
 LH1322
 LH1322;                    North         East     Units Scale Factor Converg.
 LH1322;SPC NE       -    93,821.907   562,899.359   MT  0.99976264   +0 29 35.3
 LH1322;UTM  14      - 4,502,813.411   478,377.774   MT  0.99960575   -0 10 00.3
 LH1322
 LH1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1322!SPC NE       -   0.99989853  x   0.99976264  =   0.99966119
 LH1322!UTM  14      -   0.99989853  x   0.99960575  =   0.99950432
 LH1322
 LH1322|---------------------------------------------------------------------|
 LH1322| PID    Reference Object                     Distance      Geod. Az  |
 LH1322|                                                           dddmmss.s |
 LH1322| CN8515 80 9 RM 1                            24.547 METERS 07740     |
 LH1322| CN8516 80 9 RM 2                            17.405 METERS 17131     |
 LH1322| CN8514 80 9 AZ MK                                         2860211.0 |
 LH1322| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX.10.0 KM 3262852.3 |
 LH1322|---------------------------------------------------------------------|
 LH1322
 LH1322                          SUPERSEDED SURVEY CONTROL
 LH1322
 LH1322  NAD 83(1986)-  40 40 33.31287(N)    099 15 21.05279(W) AD(       ) 2
 LH1322  NAD 27      -  40 40 33.26940(N)    099 15 19.71960(W) AD(       ) 2
 LH1322  NGVD 29 (07/19/86)  671.1    (m)         2202.     (f) VERT ANG       
 LH1322
 LH1322.Superseded values are not recommended for survey control.
 LH1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1322.See file dsdata.txt to determine how the superseded data were derived.
 LH1322
 LH1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7837802813(NAD 83)
 LH1322_MARKER: DD = SURVEY DISK
 LH1322_SETTING: 0 = UNSPECIFIED SETTING
 LH1322
 LH1322  HISTORY     - Date     Condition        Report By
 LH1322  HISTORY     - 1959     MONUMENTED       CGS
 LH1322
 LH1322                          STATION DESCRIPTION
 LH1322
 LH1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1322'STATION IS LOCATED 1.65 MILES SOUTH OF ODESSA, IN A PASTURE
 LH1322'OWNED BY A MR. SULLVOLD AND IN THE NORTHEAST 1/4 SECTION 8,
 LH1322'T 8 N, R 17 W.  THE STATION MARK IS 1 FOOT BELOW THE SURFACE OF
 LH1322'THE GROUND, 10 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE AND A
 LH1322'STEEL FENCE POST, 4.6 FEET WEST OF THE CENTERLINE OF THE ROAD
 LH1322'AND THE DISK IS STAMPED 80-9 1959.
 LH1322'
 LH1322'R.M. 1 IS 35 FEET EAST OF THE CENTERLINE OF THE ROAD, 55 FEET
 LH1322'NORTH OF A DOUBLE BOLED OAK TREE, 1 FOOT WEST OF THE FENCE ON
 LH1322'THE EAST SIDE OF THE ROAD AND SET FLUSH WITH THE SURFACE OF
 LH1322'THE GROUND.  IT IS A STANDARD DISK SET IN THE TOP OF A ROUND
 LH1322'CONCRETE POST AND THE DISK IS STAMPED 80-9 NO 1 1959.
 LH1322'
 LH1322'R.M. 2, STAMPED 80-9 NO 2 1959, PROJECT ABOUT 4 INCHES.  IT IS
 LH1322'37 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF THE
 LH1322'FENCE ON THE WEST SIDE OF THE ROAD AND IS ABOUT 2 FEET ABOVE THE
 LH1322'ELEVATION OF THE STATION.
 LH1322'
 LH1322'AZIMUTH MARK, STAMPED 80-9 1959, PROJECTS ABOUT 4 INCHES.  IT IS
 LH1322'7.0 FEET NORTH OF THE SOUTH ONE OF TWO POWER LINE POLES, 7.0
 LH1322'FEET SOUTH OF THE NORTH POLE (678).
 LH1322'
 LH1322'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ALONG THE
 LH1322'POWERLINE FOR 0.5 MILE TO THE AZIMUTH MARK AS DESCRIBED ABOVE.
 LH1322'
 LH1322'TO REACH THE STATION FROM THE SECTION LINE ROAD JUST EAST OF THE
 LH1322'RAILROAD DEPOT IN ODESSA, GO SOUTH FOR 1.65 MILES TO THE STATION
 LH1322'ON THE RIGHT, WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1324 ***********************************************************************
 LH1324  DESIGNATION -  80 9 A
 LH1324  PID         -  LH1324
 LH1324  STATE/COUNTY-  NE/BUFFALO
 LH1324  USGS QUAD   -  ELM CREEK EAST (1983)
 LH1324
 LH1324                         *CURRENT SURVEY CONTROL
 LH1324  ___________________________________________________________________
 LH1324* NAD 83(1995)-  40 41 05.52775(N)    099 19 20.81147(W)     ADJUSTED  
 LH1324* NAVD 88     -       679.     (meters)    2228.     (feet)  VERTCON   
 LH1324  ___________________________________________________________________
 LH1324  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 LH1324  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 LH1324
 LH1324  HORZ ORDER  -  THIRD
 LH1324
 LH1324.The horizontal coordinates were established by classical geodetic methods
 LH1324.and adjusted by the National Geodetic Survey in August 1997..
 LH1324
 LH1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1324
 LH1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1324
 LH1324.The geoid height was determined by GEOID03.
 LH1324
 LH1324;                    North         East     Units Scale Factor Converg.
 LH1324;SPC NE       -    94,769.278   557,262.329   MT  0.99976041   +0 26 56.4
 LH1324;UTM  14      - 4,503,825.452   472,752.891   MT  0.99960914   -0 12 36.7
 LH1324
 LH1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1324!SPC NE       -   0.99989728  x   0.99976041  =   0.99965772
 LH1324!UTM  14      -   0.99989728  x   0.99960914  =   0.99950646
 LH1324
 LH1324:                Primary Azimuth Mark                     Grid Az
 LH1324:SPC NE       -  ELM CREEK TWP ATT RELAY TOWER            000 21 36.6
 LH1324:UTM  14      -  ELM CREEK TWP ATT RELAY TOWER            001 01 09.7
 LH1324
 LH1324|---------------------------------------------------------------------|
 LH1324| PID    Reference Object                     Distance      Geod. Az  |
 LH1324|                                                           dddmmss.s |
 LH1324| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX. 7.3 KM 0004833.0 |
 LH1324| CN8517 80 9 A RM 1                          55.954 METERS 17907     |
 LH1324| CN8518 80 9 A RM 2                          15.746 METERS 30204     |
 LH1324| LH1323 ELM CREEK MUNICIPAL TANK            APPROX. 6.0 KM 3142343.7 |
 LH1324|---------------------------------------------------------------------|
 LH1324
 LH1324                          SUPERSEDED SURVEY CONTROL
 LH1324
 LH1324  NAD 83(1986)-  40 41 05.53431(N)    099 19 20.81360(W) AD(       ) 3
 LH1324  NAD 27      -  40 41 05.49470(N)    099 19 19.46970(W) AD(       ) 3
 LH1324  NGVD 29 (07/19/86)  679.     (m)         2228.     (f) VERT ANG       
 LH1324
 LH1324.Superseded values are not recommended for survey control.
 LH1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1324.See file dsdata.txt to determine how the superseded data were derived.
 LH1324
 LH1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7275303825(NAD 83)
 LH1324_MARKER: DD = SURVEY DISK
 LH1324_SETTING: 0 = UNSPECIFIED SETTING
 LH1324
 LH1324  HISTORY     - Date     Condition        Report By
 LH1324  HISTORY     - 1959     MONUMENTED       CGS
 LH1324  HISTORY     - 20060206 MARK NOT FOUND   NEDR
 LH1324
 LH1324                          STATION DESCRIPTION
 LH1324
 LH1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1324'STATION IS LOCATED 3.5 MILES, AIRLINE, SOUTHWEST OF ELM CREEK
 LH1324'IN THE NORTHEAST CORNER OF THE NORTHEAST 1/4 SECTION 11, T 8
 LH1324'N, R 18 W.  THE MARK IS IN THE ROADWAY OF A DEADEND COUNTY ROAD.
 LH1324'IT IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND, 11.8 FEET
 LH1324'WEST OF A NORTH-SOUTH FENCE LINE, ON THE EAST SIDE OF THE ROAD,
 LH1324'248 FEET SOUTH OF THE CENTERLINE OF A EAST-WEST SECTION LINE
 LH1324'ROAD, (AT CORNER), 14.0 FEET SOUTH FROM THE CENTERLINE OF A
 LH1324'TWIN TRANSMISSION LINE AND THE DISK IS STAMPED 80-9 A 1959.
 LH1324'
 LH1324'R.M. 1 IS 1.5 FEET WEST FROM CENTER OF NORTH-SOUTH FENCE ON THE
 LH1324'EAST SIDE OF THE ROAD SOUTH OF THE STATION.
 LH1324'
 LH1324'R.M. 2 IS 2.0 FEET SOUTH FROM THE NORTH POLE OF TRANSMISSION LINE,
 LH1324'57.6 FEET WEST OF THE NORTH-SOUTH FENCE LINE ON THE EAST SIDE
 LH1324'OF THE ROAD AND THE MARK PROTRUDES 0.4 FOOT.
 LH1324'
 LH1324'BOTH REFERENCE MARKS ARE STAMPED 80-9 A NO 1 AND NO 2 1959
 LH1324'RESPECTIVELY.
 LH1324'
 LH1324'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ODESSA, GO WEST
 LH1324'ON U.S. HIGHWAY 30 FOR 3.5 MILES, TURN LEFT, GO SOUTH ON SECTION
 LH1324'LINE ROAD FOR 2.1 MILES TO THE STATION SITE AT THE TRANSMISSION
 LH1324'LINE.
 LH1324
 LH1324                          STATION RECOVERY (2006)
 LH1324
 LH1324'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JC)
 LH1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1464 ***********************************************************************
 MK1464  DESIGNATION -  81
 MK1464  PID         -  MK1464
 MK1464  STATE/COUNTY-  NE/POLK
 MK1464  USGS QUAD   -  SILVER CREEK SE (1958)
 MK1464
 MK1464                         *CURRENT SURVEY CONTROL
 MK1464  ___________________________________________________________________
 MK1464* NAD 83(1986)-  41 15 32.     (N)    097 33 36.     (W)     SCALED    
 MK1464* NAVD 88     -       475.228  (meters)    1559.14   (feet)  ADJUSTED  
 MK1464  ___________________________________________________________________
 MK1464  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 MK1464  DYNAMIC HT  -         475.003 (meters)    1558.41  (feet)  COMP
 MK1464  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 MK1464
 MK1464  VERT ORDER  -  SECOND    CLASS 0
 MK1464
 MK1464.The horizontal coordinates were scaled from a topographic map and have
 MK1464.an estimated accuracy of +/- 6 seconds.
 MK1464
 MK1464.The orthometric height was determined by differential leveling
 MK1464.and adjusted by the National Geodetic Survey in June 1991..
 MK1464
 MK1464.The geoid height was determined by GEOID03.
 MK1464
 MK1464.The dynamic height is computed by dividing the NAVD 88
 MK1464.geopotential number by the normal gravity value computed on the
 MK1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1464.degrees latitude (g = 980.6199 gals.).
 MK1464
 MK1464.The modeled gravity was interpolated from observed gravity values.
 MK1464
 MK1464;                    North         East    Units  Estimated Accuracy
 MK1464;SPC NE       -   161,160.      704,390.      MT  (+/- 180 meters Scaled)
 MK1464
 MK1464                          SUPERSEDED SURVEY CONTROL
 MK1464
 MK1464  NGVD 29 (??/??/92)  475.028  (m)         1558.49   (f) ADJ UNCH    2 0
 MK1464
 MK1464.Superseded values are not recommended for survey control.
 MK1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1464.See file dsdata.txt to determine how the superseded data were derived.
 MK1464
 MK1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL206684(NAD 83)
 MK1464_MARKER: DB = BENCH MARK DISK
 MK1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1464_STAMPING: 81
 MK1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1464+STABILITY: SURFACE MOTION
 MK1464
 MK1464  HISTORY     - Date     Condition        Report By
 MK1464  HISTORY     - UNK      MONUMENTED       NEGS
 MK1464  HISTORY     - 1950     GOOD             NGS
 MK1464
 MK1464                          STATION DESCRIPTION
 MK1464
 MK1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1464'8.9 MI SE FROM SILVER CREEK.
 MK1464'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1464'SILVER CREEK, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD, THENCE
 MK1464'0.3 MILE SOUTH ALONG A GRAVELED ROAD, 0.2 MILE SOUTH OF A
 MK1464'FARMHOUSE WHICH IS ON THE EAST SIDE OF THE ROAD, 24 FEET EAST
 MK1464'OF THE CENTER LINE OF THE ROAD, 48 FEET SOUTH OF A FENCE CORNER,
 MK1464'1.1 FEET EAST OF A FENCE, 1 FOOT EAST OF A WITNESS POST, SET IN
 MK1464'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1465 ***********************************************************************
 MK1465  DESIGNATION -  81 RESET
 MK1465  PID         -  MK1465
 MK1465  STATE/COUNTY-  NE/POLK
 MK1465  USGS QUAD   -  SILVER CREEK SE (1958)
 MK1465
 MK1465                         *CURRENT SURVEY CONTROL
 MK1465  ___________________________________________________________________
 MK1465* NAD 83(1986)-  41 15 33.     (N)    097 33 37.     (W)     SCALED    
 MK1465* NAVD 88     -       475.34   (meters)    1559.5    (feet)  RESET     
 MK1465  ___________________________________________________________________
 MK1465  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 MK1465
 MK1465  VERT ORDER  -  THIRD
 MK1465
 MK1465.The horizontal coordinates were scaled from a topographic map and have
 MK1465.an estimated accuracy of +/- 6 seconds.
 MK1465
 MK1465.The orthometric height was computed from unverified reset data.
 MK1465
 MK1465.The geoid height was determined by GEOID03.
 MK1465
 MK1465;                    North         East    Units  Estimated Accuracy
 MK1465;SPC NE       -   161,190.      704,370.      MT  (+/- 180 meters Scaled)
 MK1465
 MK1465                          SUPERSEDED SURVEY CONTROL
 MK1465
 MK1465.No superseded survey control is available for this station.
 MK1465
 MK1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL206685(NAD 83)
 MK1465_MARKER: DB = BENCH MARK DISK
 MK1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1465_STAMPING: 81 RESET 1951
 MK1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1465+STABILITY: SURFACE MOTION
 MK1465
 MK1465  HISTORY     - Date     Condition        Report By
 MK1465  HISTORY     - 1951     MONUMENTED       NEDR
 MK1465  HISTORY     - 1970     GOOD             NGS
 MK1465
 MK1465                          STATION DESCRIPTION
 MK1465
 MK1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MK1465'8.9 MI SE FROM SILVER CREEK.
 MK1465'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1465'SILVER CREEK, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD,
 MK1465'THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, T 15 N, R 2 W,
 MK1465'1900 FEET SOUTH OF SECTION CORNER FOR SECTIONS 16, 17, 20 AND
 MK1465'21, 35 FEET EAST OF A NORTH-SOUTH COUNTY ROAD, 2 FEET SOUTH OF
 MK1465'A 4 X 4 WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1466 ***********************************************************************
 MK1466  DESIGNATION -  82
 MK1466  PID         -  MK1466
 MK1466  STATE/COUNTY-  NE/POLK
 MK1466  USGS QUAD   -  SILVER CREEK SE (1958)
 MK1466
 MK1466                         *CURRENT SURVEY CONTROL
 MK1466  ___________________________________________________________________
 MK1466* NAD 83(1986)-  41 15 00.     (N)    097 33 35.     (W)     SCALED    
 MK1466* NAVD 88     -       511.329  (meters)    1677.59   (feet)  ADJUSTED  
 MK1466  ___________________________________________________________________
 MK1466  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 MK1466  DYNAMIC HT  -         511.087 (meters)    1676.79  (feet)  COMP
 MK1466  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 MK1466
 MK1466  VERT ORDER  -  SECOND    CLASS 0
 MK1466
 MK1466.The horizontal coordinates were scaled from a topographic map and have
 MK1466.an estimated accuracy of +/- 6 seconds.
 MK1466
 MK1466.The orthometric height was determined by differential leveling
 MK1466.and adjusted by the National Geodetic Survey in June 1991..
 MK1466
 MK1466.The geoid height was determined by GEOID03.
 MK1466
 MK1466.The dynamic height is computed by dividing the NAVD 88
 MK1466.geopotential number by the normal gravity value computed on the
 MK1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1466.degrees latitude (g = 980.6199 gals.).
 MK1466
 MK1466.The modeled gravity was interpolated from observed gravity values.
 MK1466
 MK1466;                    North         East    Units  Estimated Accuracy
 MK1466;SPC NE       -   160,170.      704,440.      MT  (+/- 180 meters Scaled)
 MK1466
 MK1466                          SUPERSEDED SURVEY CONTROL
 MK1466
 MK1466  NGVD 29 (??/??/92)  511.130  (m)         1676.93   (f) ADJ UNCH    2 0
 MK1466
 MK1466.Superseded values are not recommended for survey control.
 MK1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1466.See file dsdata.txt to determine how the superseded data were derived.
 MK1466
 MK1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL206675(NAD 83)
 MK1466_MARKER: DD = SURVEY DISK
 MK1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1466_STAMPING: 82
 MK1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1466+STABILITY: SURFACE MOTION
 MK1466
 MK1466  HISTORY     - Date     Condition        Report By
 MK1466  HISTORY     - UNK      MONUMENTED       NEGS
 MK1466  HISTORY     - 1950     GOOD             NGS
 MK1466
 MK1466                          STATION DESCRIPTION
 MK1466
 MK1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1466'9.6 MI SE FROM SILVER CREEK.
 MK1466'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1466'SILVER CREEK, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD,
 MK1466'THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, AT THE TOP OF A HILL,
 MK1466'IN A PASTURE, 240 FEET NORTH OF AN EAST AND WEST FENCE, 108 FEET
 MK1466'EAST OF THE CENTER LINE OF THE ROAD, 73 FEET EAST OF A FENCE,
 MK1466'1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1466'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0215 ***********************************************************************
 MK0215  DESIGNATION -  8.474 R 46
 MK0215  PID         -  MK0215
 MK0215  STATE/COUNTY-  NE/BURT
 MK0215  USGS QUAD   -  MONDAMIN (1970)
 MK0215
 MK0215                         *CURRENT SURVEY CONTROL
 MK0215  ___________________________________________________________________
 MK0215* NAD 83(1986)-  41 44 30.     (N)    096 06 50.     (W)     SCALED    
 MK0215* NAVD 88     -       313.732  (meters)    1029.30   (feet)  ADJUSTED  
 MK0215  ___________________________________________________________________
 MK0215  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 MK0215  DYNAMIC HT  -         313.605 (meters)    1028.89  (feet)  COMP
 MK0215  MODELED GRAV-     980,208.8   (mgal)                       NAVD 88
 MK0215
 MK0215  VERT ORDER  -  SECOND    CLASS 0
 MK0215
 MK0215.The horizontal coordinates were scaled from a topographic map and have
 MK0215.an estimated accuracy of +/- 6 seconds.
 MK0215
 MK0215.The orthometric height was determined by differential leveling
 MK0215.and adjusted by the National Geodetic Survey in June 1991..
 MK0215
 MK0215.The geoid height was determined by GEOID03.
 MK0215
 MK0215.The dynamic height is computed by dividing the NAVD 88
 MK0215.geopotential number by the normal gravity value computed on the
 MK0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0215.degrees latitude (g = 980.6199 gals.).
 MK0215
 MK0215.The modeled gravity was interpolated from observed gravity values.
 MK0215
 MK0215;                    North         East    Units  Estimated Accuracy
 MK0215;SPC NE       -   219,140.      823,050.      MT  (+/- 180 meters Scaled)
 MK0215
 MK0215                          SUPERSEDED SURVEY CONTROL
 MK0215
 MK0215  NGVD 29 (??/??/92)  313.590  (m)         1028.84   (f) ADJ UNCH    2 0
 MK0215
 MK0215.Superseded values are not recommended for survey control.
 MK0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0215.See file dsdata.txt to determine how the superseded data were derived.
 MK0215
 MK0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM399251(NAD 83)
 MK0215_MARKER: DD = SURVEY DISK
 MK0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0215_SP_SET: MAPLE TREE
 MK0215_STAMPING: 8.47 4R 46
 MK0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0215
 MK0215  HISTORY     - Date     Condition        Report By
 MK0215  HISTORY     - UNK      MONUMENTED       DOD
 MK0215  HISTORY     - 1948     GOOD             NGS
 MK0215
 MK0215                          STATION DESCRIPTION
 MK0215
 MK0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0215'8 MI SE FROM TEKAMAH.
 MK0215'3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0215'TEKAMAH, THENCE 0.5 MILE SOUTH, 0.5 MILE EAST, 2.0 MILES SOUTH
 MK0215'AND 1.5 MILE EAST ALONG GRAVEL ROADS, ABOUT 0.1 MILE WEST OF THE
 MK0215'POINT WHERE THE ROAD MAKES TURN TO SOUTHEAST AS IT APPROACHES
 MK0215'BULLARD BEND IN THE MISSOURI RIVER, 210.0 FEET (PACED) WEST OF
 MK0215'A WHITE FARM DWELLING, 26.0 FEET NORTH OF THE CENTER LINE OF
 MK0215'THE ROAD, 14.0 FEET SOUTH OF THE EDGE OF A FIELD, SET HORIZONTALLY
 MK0215'IN A SHELF CUT IN THE TOP OF A ROOT ON THE SOUTHEAST SIDE OF A
 MK0215'48-INCH MAPLE TREE, ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1490 ***********************************************************************
 NM1490  DESIGNATION -  88 JS
 NM1490  PID         -  NM1490
 NM1490  STATE/COUNTY-  NE/KNOX
 NM1490  USGS QUAD   -  TABOR SE (1968)
 NM1490
 NM1490                         *CURRENT SURVEY CONTROL
 NM1490  ___________________________________________________________________
 NM1490* NAD 83(1986)-  42 49 49.     (N)    097 31 27.     (W)     SCALED    
 NM1490* NAVD 88     -       448.261  (meters)    1470.67   (feet)  ADJUSTED  
 NM1490  ___________________________________________________________________
 NM1490  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 NM1490  DYNAMIC HT  -         448.126 (meters)    1470.23  (feet)  COMP
 NM1490  MODELED GRAV-     980,306.9   (mgal)                       NAVD 88
 NM1490
 NM1490  VERT ORDER  -  FIRST     CLASS II
 NM1490
 NM1490.The horizontal coordinates were scaled from a topographic map and have
 NM1490.an estimated accuracy of +/- 6 seconds.
 NM1490
 NM1490.The orthometric height was determined by differential leveling
 NM1490.and adjusted by the National Geodetic Survey in June 1991..
 NM1490
 NM1490.The geoid height was determined by GEOID03.
 NM1490
 NM1490.The dynamic height is computed by dividing the NAVD 88
 NM1490.geopotential number by the normal gravity value computed on the
 NM1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1490.degrees latitude (g = 980.6199 gals.).
 NM1490
 NM1490.The modeled gravity was interpolated from observed gravity values.
 NM1490
 NM1490;                    North         East    Units  Estimated Accuracy
 NM1490;SPC NE       -   335,670.      702,390.      MT  (+/- 180 meters Scaled)
 NM1490
 NM1490                          SUPERSEDED SURVEY CONTROL
 NM1490
 NM1490  NGVD 29 (??/??/92)  448.053  (m)         1469.99   (f) ADJ UNCH    1 2
 NM1490
 NM1490.Superseded values are not recommended for survey control.
 NM1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1490.See file dsdata.txt to determine how the superseded data were derived.
 NM1490
 NM1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN206430(NAD 83)
 NM1490_MARKER: DD = SURVEY DISK
 NM1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1490_STAMPING: 88 JS 1946
 NM1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1490+STABILITY: SURFACE MOTION
 NM1490
 NM1490  HISTORY     - Date     Condition        Report By
 NM1490  HISTORY     - 1946     MONUMENTED       USGS
 NM1490  HISTORY     - 1949     GOOD             NGS
 NM1490  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM1490
 NM1490                          STATION DESCRIPTION
 NM1490
 NM1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1490'7.9 MI SW FROM YANKTON.
 NM1490'6.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 81 FROM THE SOUTH END
 NM1490'OF THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE
 NM1490'1.1 MILES WEST ALONG A GRADED DIRT ROAD, AT THE JUNCTION OF
 NM1490'A NORTH-SOUTH ROAD AND A ROAD LEADING EAST, 81.0 FEET SOUTHEAST
 NM1490'OF AND ACROSS THE ROAD FROM THE SOUTH END OF A WIRE GATE, 40.0
 NM1490'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 38.0
 NM1490'FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH
 NM1490'ROAD, 6.3 FEET SOUTHEAST OF A FENCE CORNER, AND SET IN THE TOP
 NM1490'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM1490
 NM1490                          STATION RECOVERY (1966)
 NM1490
 NM1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM1490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1381 ***********************************************************************
 LG1381  DESIGNATION -  9 SAN
 LG1381  PID         -  LG1381
 LG1381  STATE/COUNTY-  NE/LANCASTER
 LG1381  USGS QUAD   -  WALTON (1980)
 LG1381
 LG1381                         *CURRENT SURVEY CONTROL
 LG1381  ___________________________________________________________________
 LG1381* NAD 83(1986)-  40 51 30.     (N)    096 37 30.     (W)     SCALED    
 LG1381* NAVD 88     -       352.899  (meters)    1157.80   (feet)  ADJUSTED  
 LG1381  ___________________________________________________________________
 LG1381  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LG1381  DYNAMIC HT  -         352.749 (meters)    1157.31  (feet)  COMP
 LG1381  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 LG1381
 LG1381  VERT ORDER  -  FIRST     CLASS II
 LG1381
 LG1381.The horizontal coordinates were scaled from a topographic map and have
 LG1381.an estimated accuracy of +/- 6 seconds.
 LG1381
 LG1381.The orthometric height was determined by differential leveling
 LG1381.and adjusted by the National Geodetic Survey in May 1993..
 LG1381
 LG1381.The geoid height was determined by GEOID03.
 LG1381
 LG1381.The dynamic height is computed by dividing the NAVD 88
 LG1381.geopotential number by the normal gravity value computed on the
 LG1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1381.degrees latitude (g = 980.6199 gals.).
 LG1381
 LG1381.The modeled gravity was interpolated from observed gravity values.
 LG1381
 LG1381;                    North         East    Units  Estimated Accuracy
 LG1381;SPC NE       -   119,360.      784,410.      MT  (+/- 180 meters Scaled)
 LG1381
 LG1381                          SUPERSEDED SURVEY CONTROL
 LG1381
 LG1381.No superseded survey control is available for this station.
 LG1381
 LG1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL001257(NAD 83)
 LG1381_MARKER: DE = TRAVERSE STATION DISK
 LG1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1381_SP_SET: CONCRETE POST
 LG1381_STAMPING: 9 SAN 1963 1157
 LG1381_MARK LOGO: USGS  
 LG1381_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1381+STABILITY: SURFACE MOTION
 LG1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1381+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992
 LG1381
 LG1381  HISTORY     - Date     Condition        Report By
 LG1381  HISTORY     - 1963     MONUMENTED       USGS
 LG1381  HISTORY     - 19920609 GOOD             NGS
 LG1381  HISTORY     - 20030414 MARK NOT FOUND   INDIV
 LG1381
 LG1381                          STATION DESCRIPTION
 LG1381
 LG1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1381'IN LINCOLN, AT THE INTERSECTION OF NORTH 70TH STREET AND PLATTE
 LG1381'AVENUE, 17.0 M (55.8 FT) NORTH OF THE AVENUE CENTER, 12.1 M
 LG1381'(39.7 FT) WEST OF THE STREET CENTER, 10.1 M (33.1 FT) NORTH-NORTHWEST
 LG1381'OF A FIRE HYDRANT, 1.0 M (3.3 FT) EAST OF THE SOUTHEAST CORNER OF THE
 LG1381'LIVING HOPE TABERNACLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET,
 LG1381'AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 LG1381
 LG1381                          STATION RECOVERY (2003)
 LG1381
 LG1381'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DAB)
 LG1381'DUE TO STREET WIDENING IT APPEARS AS THOUGH THIS MONUMENT HAS BEEN
 LG1381'DESTROYED, AS THERE WAS NO EVIDENCE OF SAID MONUMENT AT STATED
 LG1381'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1430 ***********************************************************************
 MK1430  DESIGNATION -  90
 MK1430  PID         -  MK1430
 MK1430  STATE/COUNTY-  NE/MERRICK
 MK1430  USGS QUAD   -  SILVER CREEK (1958)
 MK1430
 MK1430                         *CURRENT SURVEY CONTROL
 MK1430  ___________________________________________________________________
 MK1430* NAD 83(1986)-  41 19 04.     (N)    097 39 56.     (W)     SCALED    
 MK1430* NAVD 88     -       471.877  (meters)    1548.15   (feet)  ADJUSTED  
 MK1430  ___________________________________________________________________
 MK1430  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 MK1430  DYNAMIC HT  -         471.659 (meters)    1547.43  (feet)  COMP
 MK1430  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 MK1430
 MK1430  VERT ORDER  -  SECOND    CLASS 0
 MK1430
 MK1430.The horizontal coordinates were scaled from a topographic map and have
 MK1430.an estimated accuracy of +/- 6 seconds.
 MK1430
 MK1430.The orthometric height was determined by differential leveling
 MK1430.and adjusted by the National Geodetic Survey in June 1991..
 MK1430
 MK1430.The geoid height was determined by GEOID03.
 MK1430
 MK1430.The dynamic height is computed by dividing the NAVD 88
 MK1430.geopotential number by the normal gravity value computed on the
 MK1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1430.degrees latitude (g = 980.6199 gals.).
 MK1430
 MK1430.The modeled gravity was interpolated from observed gravity values.
 MK1430
 MK1430;                    North         East    Units  Estimated Accuracy
 MK1430;SPC NE       -   167,450.      695,370.      MT  (+/- 180 meters Scaled)
 MK1430
 MK1430                          SUPERSEDED SURVEY CONTROL
 MK1430
 MK1430  NGVD 29 (??/??/92)  471.677  (m)         1547.49   (f) ADJ UNCH    2 0
 MK1430
 MK1430.Superseded values are not recommended for survey control.
 MK1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1430.See file dsdata.txt to determine how the superseded data were derived.
 MK1430
 MK1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL116748(NAD 83)
 MK1430_MARKER: DD = SURVEY DISK
 MK1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1430_STAMPING: 90
 MK1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1430+STABILITY: SURFACE MOTION
 MK1430
 MK1430  HISTORY     - Date     Condition        Report By
 MK1430  HISTORY     - UNK      MONUMENTED       NEGS
 MK1430  HISTORY     - 1950     GOOD             NGS
 MK1430
 MK1430                          STATION DESCRIPTION
 MK1430
 MK1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1430'AT SILVER CREEK.
 MK1430'AT SILVER CREEK, AT THE INTERSECTION OF VINE STREET AND 4TH
 MK1430'STREET, AT THE EAST CORNER OF THE HIGH SCHOOL LAWN, 93.5 FEET
 MK1430'SOUTHEAST OF THE EAST CORNER OF THE SCHOOL BUILDING, 75.5 FEET
 MK1430'EAST OF THE CENTER OF A FLAGPOLE, 8.8 FEET SOUTHWEST OF THE
 MK1430'SOUTHWEST CURB OF VINE STREET, 14.2 FEET NORTHWEST OF THE
 MK1430'NORTHWEST CURB OF 4TH STREET, 0.5 FOOT NORTHEAST OF THE NORTHEAST
 MK1430'EDGE OF A NORTHWEST AND SOUTHEAST SIDEWALK, 0.5 FOOT SOUTHEAST
 MK1430'OF THE NORTHWEST EDGE OF A NORTHEAST AND SOUTHWEST SIDEWALK, 0.6
 MK1430'FEET BELOW THE LEVEL OF THE SIDEWALK, SET IN THE TOP OF A
 MK1430'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0724 ***********************************************************************
 LF0724  DESIGNATION -  901
 LF0724  PID         -  LF0724
 LF0724  STATE/COUNTY-  NE/NEMAHA
 LF0724  USGS QUAD   -  PERU (1966)
 LF0724
 LF0724                         *CURRENT SURVEY CONTROL
 LF0724  ___________________________________________________________________
 LF0724* NAD 83(1986)-  40 23 48.     (N)    095 39 12.     (W)     SCALED    
 LF0724* NAVD 88     -       274.342  (meters)     900.07   (feet)  ADJUSTED  
 LF0724  ___________________________________________________________________
 LF0724  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LF0724  DYNAMIC HT  -         274.198 (meters)     899.60  (feet)  COMP
 LF0724  MODELED GRAV-     980,093.3   (mgal)                       NAVD 88
 LF0724
 LF0724  VERT ORDER  -  SECOND    CLASS 0
 LF0724
 LF0724.The horizontal coordinates were scaled from a topographic map and have
 LF0724.an estimated accuracy of +/- 6 seconds.
 LF0724
 LF0724.The orthometric height was determined by differential leveling
 LF0724.and adjusted by the National Geodetic Survey in June 1991..
 LF0724
 LF0724.The geoid height was determined by GEOID03.
 LF0724
 LF0724.The dynamic height is computed by dividing the NAVD 88
 LF0724.geopotential number by the normal gravity value computed on the
 LF0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0724.degrees latitude (g = 980.6199 gals.).
 LF0724
 LF0724.The modeled gravity was interpolated from observed gravity values.
 LF0724
 LF0724;                    North         East    Units  Estimated Accuracy
 LF0724;SPC NE       -    71,820.      868,810.      MT  (+/- 180 meters Scaled)
 LF0724
 LF0724                          SUPERSEDED SURVEY CONTROL
 LF0724
 LF0724  NGVD 29 (??/??/92)  274.267  (m)          899.82   (f) ADJ UNCH    2 0
 LF0724
 LF0724.Superseded values are not recommended for survey control.
 LF0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0724.See file dsdata.txt to determine how the superseded data were derived.
 LF0724
 LF0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE748751(NAD 83)
 LF0724_MARKER: DD = SURVEY DISK
 LF0724_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0724_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0724_STAMPING: 901
 LF0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0724
 LF0724  HISTORY     - Date     Condition        Report By
 LF0724  HISTORY     - UNK      MONUMENTED       USGS
 LF0724  HISTORY     - 1948     GOOD             NGS
 LF0724
 LF0724                          STATION DESCRIPTION
 LF0724
 LF0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0724'AT BROWNVILLE.
 LF0724'AT BROWNVILLE, AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0724'STATION, 300.0 FEET SOUTH ALONG THE TRACK FROM THE BROWNVILLE
 LF0724'BRIDGE, 87.0 FEET NORTH OF THE NORTHEAST CORNER OF THE RAILROAD
 LF0724'STATION, 29.0 FEET WEST OF THE WEST RAIL OF THE TRACK, 4.0 FEET
 LF0724'NORTH OF A FOUR INCH ELM TREE, A BRONZE CAP RIVETED TO THE TOP
 LF0724'OF A FOUR INCH IRON PIPE AND PROJECTING 1.0 FOOT ABOVE THE
 LF0724'GROUND, AND ALSO COVERED BY A 2.5 FOOT IRON TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0521 ***********************************************************************
 LF0521  DESIGNATION -  911
 LF0521  PID         -  LF0521
 LF0521  STATE/COUNTY-  NE/RICHARDSON
 LF0521  USGS QUAD   -  SALEM (1965)
 LF0521
 LF0521                         *CURRENT SURVEY CONTROL
 LF0521  ___________________________________________________________________
 LF0521* NAD 83(1986)-  40 06 29.     (N)    095 37 59.     (W)     SCALED    
 LF0521* NAVD 88     -       277.616  (meters)     910.81   (feet)  ADJUSTED  
 LF0521  ___________________________________________________________________
 LF0521  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LF0521  DYNAMIC HT  -         277.462 (meters)     910.31  (feet)  COMP
 LF0521  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 LF0521
 LF0521  VERT ORDER  -  SECOND    CLASS 0
 LF0521
 LF0521.The horizontal coordinates were scaled from a topographic map and have
 LF0521.an estimated accuracy of +/- 6 seconds.
 LF0521
 LF0521.The orthometric height was determined by differential leveling
 LF0521.and adjusted by the National Geodetic Survey in June 1991..
 LF0521
 LF0521.The geoid height was determined by GEOID03.
 LF0521
 LF0521.The dynamic height is computed by dividing the NAVD 88
 LF0521.geopotential number by the normal gravity value computed on the
 LF0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0521.degrees latitude (g = 980.6199 gals.).
 LF0521
 LF0521.The modeled gravity was interpolated from observed gravity values.
 LF0521
 LF0521;                    North         East    Units  Estimated Accuracy
 LF0521;SPC NE       -    39,900.      872,150.      MT  (+/- 180 meters Scaled)
 LF0521
 LF0521                          SUPERSEDED SURVEY CONTROL
 LF0521
 LF0521  NGVD 29 (??/??/92)  277.542  (m)          910.57   (f) ADJ UNCH    2 0
 LF0521
 LF0521.Superseded values are not recommended for survey control.
 LF0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0521.See file dsdata.txt to determine how the superseded data were derived.
 LF0521
 LF0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE755430(NAD 83)
 LF0521_MARKER: DD = SURVEY DISK
 LF0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0521_SP_SET: FOUNDATION
 LF0521_STAMPING: 911
 LF0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0521
 LF0521  HISTORY     - Date     Condition        Report By
 LF0521  HISTORY     - UNK      MONUMENTED       USGS
 LF0521  HISTORY     - 1948     GOOD             NGS
 LF0521
 LF0521                          STATION DESCRIPTION
 LF0521
 LF0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0521'5 MI NW FROM FALLS CITY.
 LF0521'5.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 LF0521'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT FALLS CITY,
 LF0521'RICHARDSON COUNTY, 600 FEET SOUTH OF THE M.P.R.R. STATION AT
 LF0521'STRAUSSVILLE, 60 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK,
 LF0521'50 FEET NORTH OF A GRAIN ELEVATOR, AT THE GRAIN OFFICE, AND IN
 LF0521'THE SOUTHEAST CORNER OF THE STONE FOUNDATION.  A UNITED STATES
 LF0521'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 911.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0400 ***********************************************************************
 LF0400  DESIGNATION -  917
 LF0400  PID         -  LF0400
 LF0400  STATE/COUNTY-  NE/RICHARDSON
 LF0400  USGS QUAD   -  RULO (1965)
 LF0400
 LF0400                         *CURRENT SURVEY CONTROL
 LF0400  ___________________________________________________________________
 LF0400* NAD 83(1995)-  40 02 34.25722(N)    095 27 50.80755(W)     ADJUSTED  
 LF0400* NAVD 88     -       279.384  (meters)     916.61   (feet)  ADJUSTED  
 LF0400  ___________________________________________________________________
 LF0400  X           -    -465,621.532 (meters)                     COMP
 LF0400  Y           -  -4,867,619.117 (meters)                     COMP
 LF0400  Z           -   4,081,789.066 (meters)                     COMP
 LF0400  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 LF0400  ELLIP HEIGHT-         248.66  (meters)          (06/27/02) GPS OBS
 LF0400  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LF0400  DYNAMIC HT  -         279.230 (meters)     916.11  (feet)  COMP
 LF0400  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 LF0400
 LF0400  HORZ ORDER  -  FIRST
 LF0400  VERT ORDER  -  SECOND    CLASS 0
 LF0400  ELLP ORDER  -  FOURTH    CLASS I
 LF0400
 LF0400.The horizontal coordinates were established by GPS observations
 LF0400.and adjusted by the National Geodetic Survey in August 1997..
 LF0400
 LF0400.The orthometric height was determined by differential leveling
 LF0400.and adjusted by the National Geodetic Survey in June 1991..
 LF0400
 LF0400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF0400
 LF0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0400
 LF0400.The ellipsoidal height was determined by GPS observations
 LF0400.and is referenced to NAD 83.
 LF0400
 LF0400.The geoid height was determined by GEOID03.
 LF0400
 LF0400.The dynamic height is computed by dividing the NAVD 88
 LF0400.geopotential number by the normal gravity value computed on the
 LF0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0400.degrees latitude (g = 980.6199 gals.).
 LF0400
 LF0400.The modeled gravity was interpolated from observed gravity values.
 LF0400
 LF0400;                    North         East     Units Scale Factor Converg.
 LF0400;SPC NE       -    33,415.531   886,909.718   MT  0.99998091   +3 00 21.3
 LF0400;SPC MO W     -   430,670.755   767,726.301   MT  1.00002448   -0 37 13.1
 LF0400;UTM  15      - 4,435,422.284   289,784.277   MT  1.00014404   -1 35 09.2
 LF0400
 LF0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0400!SPC NE       -   0.99996099  x   0.99998091  =   0.99994190
 LF0400!SPC MO W     -   0.99996099  x   1.00002448  =   0.99998547
 LF0400!UTM  15      -   0.99996099  x   1.00014404  =   1.00010503
 LF0400
 LF0400                          SUPERSEDED SURVEY CONTROL
 LF0400
 LF0400  ELLIP H (08/18/97)  248.81   (m)                       GP(       ) 4 1
 LF0400  NAD 83(1986)-  40 02 34.26558(N)    095 27 50.80573(W) AD(       ) 1
 LF0400  NGVD 29 (??/??/92)  279.319  (m)          916.40   (f) ADJ UNCH    2 0
 LF0400
 LF0400.Superseded values are not recommended for survey control.
 LF0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0400.See file dsdata.txt to determine how the superseded data were derived.
 LF0400
 LF0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8978435422(NAD 83)
 LF0400_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LF0400_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0400_SP_SET: METAL PIPE IN CONCRETE
 LF0400_STAMPING: 917
 LF0400_MARK LOGO: USGS  
 LF0400_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LF0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0400+STABILITY: SURFACE MOTION
 LF0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0400+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 LF0400
 LF0400  HISTORY     - Date     Condition        Report By
 LF0400  HISTORY     - UNK      MONUMENTED       USGS
 LF0400  HISTORY     - 1934     GOOD             NGS
 LF0400  HISTORY     - 1982     GOOD             LOCSUR
 LF0400  HISTORY     - 19890316 GOOD             NGS
 LF0400  HISTORY     - 19910424 GOOD             NGS
 LF0400  HISTORY     - 20050604 GOOD             GEOCAC
 LF0400
 LF0400                          STATION DESCRIPTION
 LF0400
 LF0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LF0400'2.2 MI W FROM RULO.
 LF0400'2.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0400'FROM THE STATION AT RULO, RICHARDSON COUNTY, 150 FEET SOUTH OF
 LF0400'A SECTION CORNER AT A ROAD CROSSING, 50 FEET SOUTH OF THE TRACK,
 LF0400'AND 30 FEET WEST OF THE CENTERLINE OF THE ROAD.  A U.S. GEOLOGICAL
 LF0400'SURVEY STANDARD CAP, STAMPED 917 AND RIVETED ON THE TOP OF A
 LF0400'3-1/2 INCH IRON PIPE.
 LF0400
 LF0400                          STATION RECOVERY (1982)
 LF0400
 LF0400'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LF0400'RECOVERED IN GOOD CONDITION.
 LF0400
 LF0400                          STATION RECOVERY (1989)
 LF0400
 LF0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0400'THE STATION IS LOCATED ABOUT 13 KM (8.10 MI) EAST OF FALLS CITY, 3 KM
 LF0400'(1.85 MI) SOUTHWEST OF RULO, 4.8 KM (3.00 MI) NORTH OF THE
 LF0400'KANSAS-NEBRASKA STATE LINE, NEAR A RAILROAD CROSSING.
 LF0400'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.
 LF0400'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 73 AND STATE
 LF0400'HIGHWAY 159 IN FALLS CITY ABOUT 0.4 KM (0.25 MI) SOUTH OF THE
 LF0400'COURTHOUSE, GO EAST ON STATE HIGHWAY 159 FOR 0.48 KM (0.30 MI) TO A
 LF0400'SLANTED CROSSROAD.  CONTINUE AHEAD ON STATE HIGHWAY 159 FOR 5.15 KM
 LF0400'(3.20 MI) TO A BRIDGE OVER MUDDY CREEK.  CONTINUE AHEAD FOR 5.95 KM
 LF0400'(3.70 MI) TO A GRAVEL CROSSROAD WITH AN OLD SCHOOLHOUSE ON THE LEFT.
 LF0400'TURN RIGHT AND GO SOUTH FOR 1.77 KM (1.10 MI) TO THE RAILROAD TRACKS
 LF0400'AND THE STATION ON THE RIGHT, ON THE SOUTH SIDE OF THE TRACKS.
 LF0400'THE STATION MARK IS A US GEOLOGICAL SURVEY DISK WITH NO STAMPING,
 LF0400'ATTACHED TO A 10 CM PIPE THAT IS IMBEDDED IN A 30 CM ROUND CONCRETE
 LF0400'POST WHICH PROJECTS 15 CM ABOVE THE SURFACE.  THE STATION MARK IS SET
 LF0400'20.3 M (66.6 FT) WEST-SOUTHWEST OF A CROSSING SIGNAL POST ON THE SOUTH
 LF0400'SIDE OF THE TRACK, 18.2 M (59.7 FT) SOUTH-SOUTHWEST OF A SIGNAL POST
 LF0400'ACROSS THE TRACK, 12.3 M (40.4 FT) SOUTH OF THE SOUTH RAIL, 9.3 M
 LF0400'(30.5 FT) SOUTH OF THE APPROXIMATE ROAD CENTER, 4.3 M (14.1 FT)
 LF0400'NORTH-NORTHEAST OF A CONCRETE FENCE-CORNER POST AND 0.2 M (0.7 FT)
 LF0400'NORTHEAST OF A METAL WITNESS POST.
 LF0400'DESCRIBED BY R.D.BALL.
 LF0400
 LF0400                          STATION RECOVERY (1991)
 LF0400
 LF0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF0400'THE STATION IS LOCATED ABOUT 13 KM (8.1 MI) EAST OF FALLS CITY, 3 KM
 LF0400'(1.9 MI) SOUTHWEST OF RULO, 4.8 KM (3.0 MI) NORTH OF THE
 LF0400'KANSAS-NEBRASKA STATE LINE AND IN THE SOUTHWEST ANGLE OF A GRAVEL
 LF0400'ROAD AND RAILROAD TRACKS. OWNERSHIP--BURLINGTON NORTHERN RAILROAD.
 LF0400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 73 AND 156,
 LF0400'LOCATED IN THE MIDDLE OF FALLS CITY, GO EAST ON HIGHWAY 156 FOR 0.48
 LF0400'KM (0.30 MI) TO A JOG IN HIGHWAY TO THE RIGHT, SOUTH, THEN LEFT,
 LF0400'EAST, AT JUNCTION OF CROSSROAD.  CONTINUE EAST ON HIGHWAY 156 FOR
 LF0400'5.15 KM (3.20 MI) TO A BRIDGE OVER MUDDY CREEK.  CONTINUE EAST ON
 LF0400'HIGHWAY 156 FOR 5.95 KM (3.70 MI) TO THE JUNCTION OF A GRAVEL ROAD
 LF0400'AND AN OLD SHCOOL ON THE LEFT.  TURN RIGHT, SOUTH, ON GRAVEL ROAD FOR
 LF0400'1.77 KM (1.10 MI) TO THE STATION ON THE RIGHT JUST AFTER CROSSING
 LF0400'RAILROAD TRACKS.
 LF0400'THE STATION IS ATTACHED TO A 10 CM PIPE THAT IS EMBEDDED IN A 30 CM
 LF0400'ROUND CONCRETE POST, LOCATED 20.3 M (66.6 FT) WEST-SOUTHWEST OF
 LF0400'CROSSING SIGNAL POST ON THE SOUTH SIDE OF TRACKS, 12.3 M (40.4 FT)
 LF0400'SOUTH OF THE SOUTH RAIL, 9.3 M (30.5 FT) WEST OF THE CENTER OF GRAVEL
 LF0400'ROAD, 4.3 M (14.1 FT) NORTH-NORTHEAST OF A CONCRETE FENCE CORNER
 LF0400'POST, AND 0.2 M (0.7 FT) NORTHEAST OF A METAL WITNESS POST.
 LF0400
 LF0400                          STATION RECOVERY (2005)
 LF0400
 LF0400'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 LF0400'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0968 ***********************************************************************
 LF0968  DESIGNATION -  929
 LF0968  PID         -  LF0968
 LF0968  STATE/COUNTY-  NE/OTOE
 LF0968  USGS QUAD   -  JULIAN (1984)
 LF0968
 LF0968                         *CURRENT SURVEY CONTROL
 LF0968  ___________________________________________________________________
 LF0968* NAD 83(1986)-  40 32 17.     (N)    095 47 29.     (W)     SCALED    
 LF0968* NAVD 88     -       282.748  (meters)     927.65   (feet)  ADJUSTED  
 LF0968  ___________________________________________________________________
 LF0968  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LF0968  DYNAMIC HT  -         282.596 (meters)     927.15  (feet)  COMP
 LF0968  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 LF0968
 LF0968  VERT ORDER  -  SECOND    CLASS 0
 LF0968
 LF0968.The horizontal coordinates were scaled from a topographic map and have
 LF0968.an estimated accuracy of +/- 6 seconds.
 LF0968
 LF0968.The orthometric height was determined by differential leveling
 LF0968.and adjusted by the National Geodetic Survey in June 1991..
 LF0968
 LF0968.The geoid height was determined by GEOID03.
 LF0968
 LF0968.The dynamic height is computed by dividing the NAVD 88
 LF0968.geopotential number by the normal gravity value computed on the
 LF0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0968.degrees latitude (g = 980.6199 gals.).
 LF0968
 LF0968.The modeled gravity was interpolated from observed gravity values.
 LF0968
 LF0968;                    North         East    Units  Estimated Accuracy
 LF0968;SPC NE       -    86,920.      856,340.      MT  (+/- 180 meters Scaled)
 LF0968
 LF0968                          SUPERSEDED SURVEY CONTROL
 LF0968
 LF0968  NGVD 29 (??/??/92)  282.648  (m)          927.32   (f) ADJ UNCH    2 0
 LF0968
 LF0968.Superseded values are not recommended for survey control.
 LF0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0968.See file dsdata.txt to determine how the superseded data were derived.
 LF0968
 LF0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE635912(NAD 83)
 LF0968_MARKER: DB = BENCH MARK DISK
 LF0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0968_STAMPING: 929 A D J 1903
 LF0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0968+STABILITY: SURFACE MOTION
 LF0968
 LF0968  HISTORY     - Date     Condition        Report By
 LF0968  HISTORY     - 1903     MONUMENTED       USGS
 LF0968  HISTORY     - 1947     GOOD             NGS
 LF0968
 LF0968                          STATION DESCRIPTION
 LF0968
 LF0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0968'5.4 MI E FROM JULIAN.
 LF0968'1.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 LF0968'AT JULIAN, THENCE 4.3 MILES EAST ALONG A GRAVEL AND DIRT ROAD,
 LF0968'AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 157.0 FEET NORTHEAST
 LF0968'OF THE NORTH CORNER OF A WOODEN BRIDGE OVER CAMP CREEK, 107.0
 LF0968'FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE OVER
 LF0968'THE NORTH BRANCH OF CAMP CREEK, 56.0 FEET NORTH OF THE CENTER OF
 LF0968'THE SOUTH LEG OF THE Y AT THE INTERSECTION, 23.0 FEET SOUTHWEST
 LF0968'OF THE CENTER OF THE GRAVEL ROAD LEADING NORTH, 6.0 FEET EAST OF
 LF0968'THE CENTER OF THE NORTH LEG OF THE Y AT THE INTERSECTION, 1.0
 LF0968'FOOT NORTH OF A REFERENCE POST, A U.S. GEOLOGICAL SURVEY BRONZE
 LF0968'CAP RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE, ABOUT THE SAME
 LF0968'ELEVATION AS THE GRAVEL ROAD AND PROJECTING 1.0 FOOT.  THIS BENCH
 LF0968'MARK IS ALSO 2.9 MILES NORTHWEST ALONG A GRAVEL ROAD AND 2.6 MILES
 LF0968'NORTH AND 0.45 MILE WEST ALONG A DIRT AND GRAVEL ROAD FROM THE
 LF0968'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT PERU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0963 ***********************************************************************
 LF0963  DESIGNATION -  933 RESET
 LF0963  PID         -  LF0963
 LF0963  STATE/COUNTY-  NE/OTOE
 LF0963  USGS QUAD   -  JULIAN (1984)
 LF0963
 LF0963                         *CURRENT SURVEY CONTROL
 LF0963  ___________________________________________________________________
 LF0963* NAD 83(1986)-  40 35 45.     (N)    095 47 23.     (W)     SCALED    
 LF0963* NAVD 88     -       283.906  (meters)     931.45   (feet)  ADJUSTED  
 LF0963  ___________________________________________________________________
 LF0963  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LF0963  DYNAMIC HT  -         283.756 (meters)     930.96  (feet)  COMP
 LF0963  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 LF0963
 LF0963  VERT ORDER  -  SECOND    CLASS 0
 LF0963
 LF0963.The horizontal coordinates were scaled from a topographic map and have
 LF0963.an estimated accuracy of +/- 6 seconds.
 LF0963
 LF0963.The orthometric height was determined by differential leveling
 LF0963.and adjusted by the National Geodetic Survey in June 1991..
 LF0963
 LF0963.The geoid height was determined by GEOID03.
 LF0963
 LF0963.The dynamic height is computed by dividing the NAVD 88
 LF0963.geopotential number by the normal gravity value computed on the
 LF0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0963.degrees latitude (g = 980.6199 gals.).
 LF0963
 LF0963.The modeled gravity was interpolated from observed gravity values.
 LF0963
 LF0963;                    North         East    Units  Estimated Accuracy
 LF0963;SPC NE       -    93,330.      856,170.      MT  (+/- 180 meters Scaled)
 LF0963
 LF0963                          SUPERSEDED SURVEY CONTROL
 LF0963
 LF0963  NGVD 29 (??/??/92)  283.804  (m)          931.11   (f) ADJ UNCH    2 0
 LF0963
 LF0963.Superseded values are not recommended for survey control.
 LF0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0963.See file dsdata.txt to determine how the superseded data were derived.
 LF0963
 LF0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE639976(NAD 83)
 LF0963_MARKER: DB = BENCH MARK DISK
 LF0963_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0963_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0963_STAMPING: 933 ADJ 1903 RESET 1947
 LF0963_MARK LOGO: USGS  
 LF0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0963+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1987
 LF0963
 LF0963  HISTORY     - Date     Condition        Report By
 LF0963  HISTORY     - 1947     MONUMENTED       USGS
 LF0963  HISTORY     - 1947     GOOD             NGS
 LF0963  HISTORY     - 19870504 GOOD             NGS
 LF0963
 LF0963                          STATION DESCRIPTION
 LF0963
 LF0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0963'10.2 MI NE FROM JULIAN.
 LF0963'1.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 LF0963'AT JULIAN, THENCE 4.3 MILES EAST ALONG A GRAVEL AND DIRT ROAD,
 LF0963'3.7 MILES NORTH ALONG A GRAVEL ROAD AND 1.1 MILE NORTHEAST ALONG
 LF0963'A GRAVEL AND DIRT ROAD, IN AN OLD ABANDONED CHURCH YARD FORMERLY
 LF0963'KNOWN AS MINERSVILLE, 400.5 FEET WEST OF THE WEST RAIL OF THE
 LF0963'CHICAGO, BURLINGTON AND QUINCY RAILROAD (MEASURED FROM A POINT
 LF0963'AT THE NORTH END OF TRESTLE NO. 6.83, 88.0 FEET SOUTH OF THE CENTER
 LF0963'OF THE EAST-WEST DIRT ROAD, 20.0 FEET NORTHEAST OF THE SOUTHEAST
 LF0963'CORNER OF THE CONCRETE FOUNDATION OF THE OLD ABANDONED CHURCH,
 LF0963'17.9 FEET NORTH OF THE NORTHWEST CORNER OF A SQUARE CONCRETE WELL
 LF0963'CURB, 12.5 FEET WEST OF A 1 1/2-FOOT ELM TREE, 1.0 FOOT WEST OF A
 LF0963'REFERENCE POST, A U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED ON
 LF0963'TOP OF A 3 1/2-INCH IRON PIPE, ABOUT THE SAME ELEVATION AS THE
 LF0963'ROAD AND PROJECTING 0.4 FOOT.  THIS BENCH MARK IS 0.25 MILE WEST
 LF0963'AND 0.25 MILE SOUTH ALONG A GRAVEL AND DIRT ROAD FROM BENCH MARK
 LF0963'P 258 WHICH IS REFERENCED FROM NEBRASKA CITY.
 LF0963
 LF0963                          STATION RECOVERY (1987)
 LF0963
 LF0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LF0963'RECOVERED IN GOOD CONDITION, 1.61 KM (1.00 MI) SOUTH ALONG
 LF0963'U.S. HIGHWAY 75, FROM THE SOUTH JUNCTION WITH STATE HIGHWAY 2, WHICH
 LF0963'IS ABOUT 1.6 KM (1.00 MI) SOUTH OF NEBRASKA CITY, TO THE ENTRANCE
 LF0963'ROAD TO THE NEBRASKA CITY POWER PLANT OF THE OMAHA PUBLIC POWER
 LF0963'DISTRICT ON THE LEFT, THEN 8.28 KM (5.15 MI) EAST, SOUTH AND EAST
 LF0963'ALONG THE PAVED ENTRANCE ROAD TO A GRADED ROAD ON THE RIGHT, THEN
 LF0963'2.33 KM (1.45 MI) SOUTH ALONG THE GRADED ROAD TO A SHARP CURVE TO THE
 LF0963'RIGHT, THEN 0.89 KM (0.55 MI) WEST AND SOUTHWEST ALONG THE GRADED
 LF0963'ROAD TO THE MARK ON THE LEFT, 122.1 M (400.6 FT) WEST FROM THE NORTH
 LF0963'END OF A RAILROAD TRESTLE, 26.8 M (87.9 FT) SOUTH FROM THE CENTERLINE
 LF0963'OF THE ROAD, 5.46 M (17.9 FT) NORTH FROM THE NORTHWEST CORNER OF AN
 LF0963'OLD WELL CURBING AND PROJECTING 0.05 M (0.2 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0515 ***********************************************************************
 LF0515  DESIGNATION -  935 PTS 16
 LF0515  PID         -  LF0515
 LF0515  STATE/COUNTY-  NE/RICHARDSON
 LF0515  USGS QUAD   -  VERDON (1966)
 LF0515
 LF0515                         *CURRENT SURVEY CONTROL
 LF0515  ___________________________________________________________________
 LF0515* NAD 83(1986)-  40 09 01.     (N)    095 42 59.     (W)     SCALED    
 LF0515* NAVD 88     -       284.642  (meters)     933.86   (feet)  ADJUSTED  
 LF0515  ___________________________________________________________________
 LF0515  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LF0515  DYNAMIC HT  -         284.485 (meters)     933.35  (feet)  COMP
 LF0515  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 LF0515
 LF0515  VERT ORDER  -  SECOND    CLASS 0
 LF0515
 LF0515.The horizontal coordinates were scaled from a topographic map and have
 LF0515.an estimated accuracy of +/- 6 seconds.
 LF0515
 LF0515.The orthometric height was determined by differential leveling
 LF0515.and adjusted by the National Geodetic Survey in June 1991..
 LF0515
 LF0515.The geoid height was determined by GEOID03.
 LF0515
 LF0515.The dynamic height is computed by dividing the NAVD 88
 LF0515.geopotential number by the normal gravity value computed on the
 LF0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0515.degrees latitude (g = 980.6199 gals.).
 LF0515
 LF0515.The modeled gravity was interpolated from observed gravity values.
 LF0515
 LF0515;                    North         East    Units  Estimated Accuracy
 LF0515;SPC NE       -    44,230.      864,820.      MT  (+/- 180 meters Scaled)
 LF0515
 LF0515                          SUPERSEDED SURVEY CONTROL
 LF0515
 LF0515  NGVD 29 (??/??/92)  284.577  (m)          933.65   (f) ADJ UNCH    2 0
 LF0515
 LF0515.Superseded values are not recommended for survey control.
 LF0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0515.See file dsdata.txt to determine how the superseded data were derived.
 LF0515
 LF0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE686479(NAD 83)
 LF0515_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LF0515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0515_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0515_STAMPING: PRIM TRAV STA NO 16 1913 935 NEBR
 LF0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0515
 LF0515  HISTORY     - Date     Condition        Report By
 LF0515  HISTORY     - 1913     MONUMENTED       USGS
 LF0515  HISTORY     - 1942     GOOD             NGS
 LF0515
 LF0515                          STATION DESCRIPTION
 LF0515
 LF0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LF0515'0.2 MI N FROM VERDON.
 LF0515'0.25 MILE NORTH OF THE MISSOURI PACIFIC RAILROAD STATION IN
 LF0515'VERDON, DIRECTLY ACROSS THE RAILROAD FROM THE FOURTH TELEGRAPH
 LF0515'POLE SOUTH OF MILE POST 395, IN A HOG LOT, 110.0 FEET WEST OF
 LF0515'THE WEST RAIL MEASURED FROM A POINT 67.0 FEET NORTH OF THE
 LF0515'CENTERLINE OF A DIRT ROAD CROSSING, 91.0 FEET SOUTHWEST OF THE
 LF0515'SOUTHWEST CORNER OF A CONCRETE FOUNDATION FOR AN ABANDONED
 LF0515'RAILWAY PUMPING STATION, 53.0 FEET SOUTHWEST OF THE SOUTHWEST
 LF0515'CORNER OF A BARN, 46.0 FEET NORTHWEST OF THE CENTRAL PART OF A
 LF0515'THREE TRUNK LOCUST TREE, 12.5 FEET NORTHWEST OF A WELL PUMP,
 LF0515'SCREWED ON THE TOP OF AN IRON POST WHICH PROJECTS 15 INCHES
 LF0515'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0510 ***********************************************************************
 LF0510  DESIGNATION -  967
 LF0510  PID         -  LF0510
 LF0510  STATE/COUNTY-  NE/RICHARDSON
 LF0510  USGS QUAD   -  VERDON (1966)
 LF0510
 LF0510                         *CURRENT SURVEY CONTROL
 LF0510  ___________________________________________________________________
 LF0510* NAD 83(1986)-  40 11 47.     (N)    095 44 50.     (W)     SCALED    
 LF0510* NAVD 88     -       294.493  (meters)     966.18   (feet)  ADJUSTED  
 LF0510  ___________________________________________________________________
 LF0510  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LF0510  DYNAMIC HT  -         294.331 (meters)     965.65  (feet)  COMP
 LF0510  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 LF0510
 LF0510  VERT ORDER  -  SECOND    CLASS 0
 LF0510
 LF0510.The horizontal coordinates were scaled from a topographic map and have
 LF0510.an estimated accuracy of +/- 6 seconds.
 LF0510
 LF0510.The orthometric height was determined by differential leveling
 LF0510.and adjusted by the National Geodetic Survey in June 1991..
 LF0510
 LF0510.The geoid height was determined by GEOID03.
 LF0510
 LF0510.The dynamic height is computed by dividing the NAVD 88
 LF0510.geopotential number by the normal gravity value computed on the
 LF0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0510.degrees latitude (g = 980.6199 gals.).
 LF0510
 LF0510.The modeled gravity was interpolated from observed gravity values.
 LF0510
 LF0510;                    North         East    Units  Estimated Accuracy
 LF0510;SPC NE       -    49,220.      861,940.      MT  (+/- 180 meters Scaled)
 LF0510
 LF0510                          SUPERSEDED SURVEY CONTROL
 LF0510
 LF0510  NGVD 29 (??/??/92)  294.420  (m)          965.94   (f) ADJ UNCH    2 0
 LF0510
 LF0510.Superseded values are not recommended for survey control.
 LF0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0510.See file dsdata.txt to determine how the superseded data were derived.
 LF0510
 LF0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE661531(NAD 83)
 LF0510_MARKER: P = PIPE CAP
 LF0510_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0510_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0510_STAMPING: PRIM TRAV STA NO 15 1913 967 NEBR
 LF0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0510
 LF0510  HISTORY     - Date     Condition        Report By
 LF0510  HISTORY     - 1913     MONUMENTED       USGS
 LF0510  HISTORY     - 1947     GOOD             NGS
 LF0510
 LF0510                          STATION DESCRIPTION
 LF0510
 LF0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0510'2.7 MI SE FROM STELLA.
 LF0510'2.7 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0510'STATION AT STELLA, 20 POLES NORTH OF MILEPOST 398 AT AN EAST AND
 LF0510'WEST CROSS ROAD, 50.0 FEET EAST OF THE CENTER LINE OF THE TRACK,
 LF0510'32.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.0 FEET NORTH
 LF0510'OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LF0510'CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE AND 6.0 INCHES
 LF0510'BELOW THE GROUND LEVEL.  NOTE-- THE ORIGINAL DESCRIPTION DESIGNATED
 LF0510'THIS MARK PTS 16 (USGS).  HOWEVER THE ORIGINAL LEVEL PARTY
 LF0510'DESIGNATED IT 967 (USGS).  MARK WAS FOUND STAMPED 15 INSTEAD OF
 LF0510'16.  PTS 16 (USGS) WAS FOUND SEVERAL MILES SOUTH OF THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0506 ***********************************************************************
 LF0506  DESIGNATION -  974 PTS 14
 LF0506  PID         -  LF0506
 LF0506  STATE/COUNTY-  NE/RICHARDSON
 LF0506  USGS QUAD   -  DAWSON (1965)
 LF0506
 LF0506                         *CURRENT SURVEY CONTROL
 LF0506  ___________________________________________________________________
 LF0506* NAD 83(1986)-  40 13 58.     (N)    095 46 43.     (W)     SCALED    
 LF0506* NAVD 88     -       296.704  (meters)     973.44   (feet)  ADJUSTED  
 LF0506  ___________________________________________________________________
 LF0506  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LF0506  DYNAMIC HT  -         296.543 (meters)     972.91  (feet)  COMP
 LF0506  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 LF0506
 LF0506  VERT ORDER  -  SECOND    CLASS 0
 LF0506
 LF0506.The horizontal coordinates were scaled from a topographic map and have
 LF0506.an estimated accuracy of +/- 6 seconds.
 LF0506
 LF0506.The orthometric height was determined by differential leveling
 LF0506.and adjusted by the National Geodetic Survey in June 1991..
 LF0506
 LF0506.The geoid height was determined by GEOID03.
 LF0506
 LF0506.The dynamic height is computed by dividing the NAVD 88
 LF0506.geopotential number by the normal gravity value computed on the
 LF0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0506.degrees latitude (g = 980.6199 gals.).
 LF0506
 LF0506.The modeled gravity was interpolated from observed gravity values.
 LF0506
 LF0506;                    North         East    Units  Estimated Accuracy
 LF0506;SPC NE       -    53,120.      859,080.      MT  (+/- 180 meters Scaled)
 LF0506
 LF0506                          SUPERSEDED SURVEY CONTROL
 LF0506
 LF0506  NGVD 29 (??/??/92)  296.628  (m)          973.19   (f) ADJ UNCH    2 0
 LF0506
 LF0506.Superseded values are not recommended for survey control.
 LF0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0506.See file dsdata.txt to determine how the superseded data were derived.
 LF0506
 LF0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE636572(NAD 83)
 LF0506_MARKER: P = PIPE CAP
 LF0506_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0506_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0506_STAMPING: PRIM TRAV STA NO 14 974 NEAR 1913
 LF0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0506
 LF0506  HISTORY     - Date     Condition        Report By
 LF0506  HISTORY     - 1913     MONUMENTED       USGS
 LF0506  HISTORY     - 1947     GOOD             NGS
 LF0506  HISTORY     - 1980     GOOD             LOCSUR
 LF0506
 LF0506                          STATION DESCRIPTION
 LF0506
 LF0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0506'AT STELLA.
 LF0506'AT STELLA, ABOUT 0.25 MILE NORTHWEST ALONG THE MISSOURI PACIFIC
 LF0506'RAILROAD FROM THE STATION, 113.5 FEET EAST SOUTHEAST OF THE
 LF0506'INTERSECTION OF THE CENTER LINES OF THE MAIN TRACK AND STATE
 LF0506'HIGHWAY NO. 62, 50.9 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 LF0506'TRACK, 35.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 16.5 FEET
 LF0506'EAST NORTHEAST OF TELEPHONE POLE NO. 3F, 2.2 FEET NORTHEAST OF A
 LF0506'RIGHT OF WAY FENCE CORNER POST, 2.2 FEET EAST OF A REFERENCE POST,
 LF0506'A U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED ON TOP OF A 3 1/2-INCH
 LF0506'IRON PIPE WHICH IS REINFORCED WITH CONCRETE, ABOUT 2 FEET BELOW
 LF0506'THE TRACK AND HIGHWAY AND PROJECTING 0.3 FOOT.
 LF0506
 LF0506                          STATION RECOVERY (1980)
 LF0506
 LF0506'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0635 ***********************************************************************
 LF0635  DESIGNATION -  975
 LF0635  PID         -  LF0635
 LF0635  STATE/COUNTY-  NE/RICHARDSON
 LF0635  USGS QUAD   -  FALLS CITY (1984)
 LF0635
 LF0635                         *CURRENT SURVEY CONTROL
 LF0635  ___________________________________________________________________
 LF0635* NAD 83(1986)-  40 04 21.     (N)    095 31 12.     (W)     SCALED    
 LF0635* NAVD 88     -       296.971  (meters)     974.31   (feet)  ADJUSTED  
 LF0635  ___________________________________________________________________
 LF0635  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LF0635  DYNAMIC HT  -         296.805 (meters)     973.77  (feet)  COMP
 LF0635  MODELED GRAV-     980,061.1   (mgal)                       NAVD 88
 LF0635
 LF0635  VERT ORDER  -  SECOND    CLASS 0
 LF0635
 LF0635.The horizontal coordinates were scaled from a topographic map and have
 LF0635.an estimated accuracy of +/- 6 seconds.
 LF0635
 LF0635.The orthometric height was determined by differential leveling
 LF0635.and adjusted by the National Geodetic Survey in June 1991..
 LF0635
 LF0635.The geoid height was determined by GEOID03.
 LF0635
 LF0635.The dynamic height is computed by dividing the NAVD 88
 LF0635.geopotential number by the normal gravity value computed on the
 LF0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0635.degrees latitude (g = 980.6199 gals.).
 LF0635
 LF0635.The modeled gravity was interpolated from observed gravity values.
 LF0635
 LF0635;                    North         East    Units  Estimated Accuracy
 LF0635;SPC NE       -    36,460.      881,980.      MT  (+/- 180 meters Scaled)
 LF0635
 LF0635                          SUPERSEDED SURVEY CONTROL
 LF0635
 LF0635  NGVD 29 (??/??/92)  296.902  (m)          974.09   (f) ADJ UNCH    2 0
 LF0635
 LF0635.Superseded values are not recommended for survey control.
 LF0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0635.See file dsdata.txt to determine how the superseded data were derived.
 LF0635
 LF0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE851388(NAD 83)
 LF0635_MARKER: P = PIPE CAP
 LF0635_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0635_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0635_STAMPING: PRIM TRAV STA NO 24 975 NEBR 1913
 LF0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0635
 LF0635  HISTORY     - Date     Condition        Report By
 LF0635  HISTORY     - 1913     MONUMENTED       USGS
 LF0635  HISTORY     - 1947     GOOD             NGS
 LF0635  HISTORY     - 1980     GOOD             LOCSUR
 LF0635
 LF0635                          STATION DESCRIPTION
 LF0635
 LF0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0635'2.4 MI N FROM PRESTON.
 LF0635'2.45 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0635'AND QUINCY RAILROAD STATION AT PRESTON, IN THE NORTHEAST ANGLE
 LF0635'OF A CROSS ROAD, 43.0 FEET NORTHEAST OF THE INTERSECTION OF
 LF0635'THE CENTER LINES OF THE EAST-WEST ROAD AND THE NORTH-SOUTH
 LF0635'ROAD, 33.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 LF0635'30.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 8.8 FEET
 LF0635'SOUTH OF A TELEPHONE POLE, 1.5 FOOT NORTH OF A FENCE CORNER POST,
 LF0635'0.8 FOOT SOUTH OF A REFERENCE POST, A U.S. GEOLOGICAL SURVEY
 LF0635'BRONZE CAP RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE, ABOUT THE
 LF0635'SAME ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT.
 LF0635
 LF0635                          STATION RECOVERY (1980)
 LF0635
 LF0635'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0892 ***********************************************************************
 MJ0892  DESIGNATION -  990 OMAHA
 MJ0892  PID         -  MJ0892
 MJ0892  STATE/COUNTY-  NE/CASS
 MJ0892  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0892
 MJ0892                         *CURRENT SURVEY CONTROL
 MJ0892  ___________________________________________________________________
 MJ0892* NAD 83(1986)-  41 00 41.     (N)    095 53 01.     (W)     SCALED    
 MJ0892* NAVD 88     -       301.321  (meters)     988.58   (feet)  ADJUSTED  
 MJ0892  ___________________________________________________________________
 MJ0892  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 MJ0892  DYNAMIC HT  -         301.194 (meters)     988.17  (feet)  COMP
 MJ0892  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 MJ0892
 MJ0892  VERT ORDER  -  SECOND    CLASS 0
 MJ0892
 MJ0892.The horizontal coordinates were scaled from a topographic map and have
 MJ0892.an estimated accuracy of +/- 6 seconds.
 MJ0892
 MJ0892.The orthometric height was determined by differential leveling
 MJ0892.and adjusted by the National Geodetic Survey in June 1991..
 MJ0892
 MJ0892.The geoid height was determined by GEOID03.
 MJ0892
 MJ0892.The dynamic height is computed by dividing the NAVD 88
 MJ0892.geopotential number by the normal gravity value computed on the
 MJ0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0892.degrees latitude (g = 980.6199 gals.).
 MJ0892
 MJ0892.The modeled gravity was interpolated from observed gravity values.
 MJ0892
 MJ0892;                    North         East    Units  Estimated Accuracy
 MJ0892;SPC NE       -   139,030.      846,040.      MT  (+/- 180 meters Scaled)
 MJ0892
 MJ0892                          SUPERSEDED SURVEY CONTROL
 MJ0892
 MJ0892  NGVD 29 (??/??/92)  301.223  (m)          988.26   (f) ADJ UNCH    2 0
 MJ0892
 MJ0892.Superseded values are not recommended for survey control.
 MJ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0892.See file dsdata.txt to determine how the superseded data were derived.
 MJ0892
 MJ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF575440(NAD 83)
 MJ0892_MARKER: P = PIPE CAP
 MJ0892_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MJ0892_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MJ0892_STAMPING: 990 OMAHA
 MJ0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0892
 MJ0892  HISTORY     - Date     Condition        Report By
 MJ0892  HISTORY     - UNK      MONUMENTED       USGS
 MJ0892  HISTORY     - 1949     GOOD             NGS
 MJ0892
 MJ0892                          STATION DESCRIPTION
 MJ0892
 MJ0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0892'AT PLATTSMOUTH.
 MJ0892'IN THE COURTHOUSE YARD AT PLATTSMOUTH, 63.0 FEET NORTH OF THE
 MJ0892'NORTH CURB LINE OF MAIN STREET, 43.0 FEET EAST OF THE EAST CURB
 MJ0892'LINE OF THE NORTH 4TH STREET, 50.0 FEET SOUTH OF THE SOUTHWEST
 MJ0892'CORNER OF THE COURTHOUSE, A BRONZE CAP ON THE TOP OF A 3 INCH
 MJ0892'IRON POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  AT PLATTSMOUTH,
 MJ0892'IN THE COURTHOUSE YARD, 3.6 FEET SOUTHEAST OF MASONRY BASE
 MJ0892'SUPPORTING A CANNON.  AN IRON POST PROJECTING 0.4 FOOT ABOVE
 MJ0892'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1056 ***********************************************************************
 LF1056  DESIGNATION -  999
 LF1056  PID         -  LF1056
 LF1056  STATE/COUNTY-  NE/OTOE
 LF1056  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1056
 LF1056                         *CURRENT SURVEY CONTROL
 LF1056  ___________________________________________________________________
 LF1056* NAD 83(1986)-  40 42 19.     (N)    095 53 30.     (W)     SCALED    
 LF1056* NAVD 88     -       304.296  (meters)     998.34   (feet)  ADJUSTED  
 LF1056  ___________________________________________________________________
 LF1056  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 LF1056  DYNAMIC HT  -         304.138 (meters)     997.83  (feet)  COMP
 LF1056  MODELED GRAV-     980,097.3   (mgal)                       NAVD 88
 LF1056
 LF1056  VERT ORDER  -  SECOND    CLASS 0
 LF1056
 LF1056.The horizontal coordinates were scaled from a topographic map and have
 LF1056.an estimated accuracy of +/- 6 seconds.
 LF1056
 LF1056.The orthometric height was determined by differential leveling
 LF1056.and adjusted by the National Geodetic Survey in June 1991..
 LF1056
 LF1056.The geoid height was determined by GEOID03.
 LF1056
 LF1056.The dynamic height is computed by dividing the NAVD 88
 LF1056.geopotential number by the normal gravity value computed on the
 LF1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1056.degrees latitude (g = 980.6199 gals.).
 LF1056
 LF1056.The modeled gravity was interpolated from observed gravity values.
 LF1056
 LF1056;                    North         East    Units  Estimated Accuracy
 LF1056;SPC NE       -   105,060.      846,980.      MT  (+/- 180 meters Scaled)
 LF1056
 LF1056                          SUPERSEDED SURVEY CONTROL
 LF1056
 LF1056  NGVD 29 (??/??/92)  304.180  (m)          997.96   (f) ADJ UNCH    2 0
 LF1056
 LF1056.Superseded values are not recommended for survey control.
 LF1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1056.See file dsdata.txt to determine how the superseded data were derived.
 LF1056
 LF1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF557100(NAD 83)
 LF1056_MARKER: P = PIPE CAP
 LF1056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1056_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF1056_STAMPING: 999 ADJ 1903
 LF1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1056
 LF1056  HISTORY     - Date     Condition        Report By
 LF1056  HISTORY     - 1903     MONUMENTED       USGS
 LF1056  HISTORY     - 1947     GOOD             NGS
 LF1056  HISTORY     - 1961     GOOD             NGS
 LF1056  HISTORY     - 1984     POOR             NGS
 LF1056
 LF1056                          STATION DESCRIPTION
 LF1056
 LF1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF1056'3.6 MI N FROM NEBRASKA CITY.
 LF1056'3.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 73-73 FROM THE COURTHOUSE
 LF1056'AT NEBRASKA CITY, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD,
 LF1056'AT A RAILWAY CROSSING, 117.0 FEET SOUTHWEST OF MILEPOST 439/10,
 LF1056'95.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 42.0
 LF1056'FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 2.0
 LF1056'FEET SOUTH OF A REFERENCE POST, 1.5 FEET NORTHWEST OF A FENCE
 LF1056'CORNER, A U.S.G.S. CAP RIVETED ON TOP OF A 3 1/2 INCH IRON POST
 LF1056'AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LF1056
 LF1056                          STATION RECOVERY (1961)
 LF1056
 LF1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF1056'RECOVERED IN GOOD CONDITION.
 LF1056
 LF1056                          STATION RECOVERY (1984)
 LF1056
 LF1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF1056'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0599 ***********************************************************************
 ML0599  DESIGNATION -  A 1
 ML0599  PID         -  ML0599
 ML0599  STATE/COUNTY-  NE/CUSTER
 ML0599  USGS QUAD   -  SARGENT WEST (1978)
 ML0599
 ML0599                         *CURRENT SURVEY CONTROL
 ML0599  ___________________________________________________________________
 ML0599* NAD 83(1986)-  41 39 16.     (N)    099 27 42.     (W)     SCALED    
 ML0599* NAVD 88     -       717.849  (meters)    2355.14   (feet)  ADJUSTED  
 ML0599  ___________________________________________________________________
 ML0599  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 ML0599  DYNAMIC HT  -         717.491 (meters)    2353.97  (feet)  COMP
 ML0599  MODELED GRAV-     980,100.8   (mgal)                       NAVD 88
 ML0599
 ML0599  VERT ORDER  -  SECOND    CLASS 0
 ML0599
 ML0599.The horizontal coordinates were scaled from a topographic map and have
 ML0599.an estimated accuracy of +/- 6 seconds.
 ML0599
 ML0599.The orthometric height was determined by differential leveling
 ML0599.and adjusted by the National Geodetic Survey in June 1991..
 ML0599
 ML0599.The geoid height was determined by GEOID03.
 ML0599
 ML0599.The dynamic height is computed by dividing the NAVD 88
 ML0599.geopotential number by the normal gravity value computed on the
 ML0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0599.degrees latitude (g = 980.6199 gals.).
 ML0599
 ML0599.The modeled gravity was interpolated from observed gravity values.
 ML0599
 ML0599;                    North         East    Units  Estimated Accuracy
 ML0599;SPC NE       -   202,330.      544,830.      MT  (+/- 180 meters Scaled)
 ML0599
 ML0599                          SUPERSEDED SURVEY CONTROL
 ML0599
 ML0599  NGVD 29 (??/??/92)  717.590  (m)         2354.29   (f) ADJ UNCH    2 0
 ML0599
 ML0599.Superseded values are not recommended for survey control.
 ML0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0599.See file dsdata.txt to determine how the superseded data were derived.
 ML0599
 ML0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM615115(NAD 83)
 ML0599_MARKER: DD = SURVEY DISK
 ML0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0599_STAMPING: A 1
 ML0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0599+STABILITY: SURFACE MOTION
 ML0599
 ML0599  HISTORY     - Date     Condition        Report By
 ML0599  HISTORY     - UNK      MONUMENTED       BOR
 ML0599  HISTORY     - 1950     GOOD             NGS
 ML0599
 ML0599                          STATION DESCRIPTION
 ML0599
 ML0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0599'5.8 MI NW FROM SARGENT.
 ML0599'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0599'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 ML0599'4.1 MILES WEST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 ML0599'0.2 MILE WEST OF A CHURCH, 36 FEET EAST OF THE CENTER LINE OF
 ML0599'A NORTH AND SOUTH ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE
 ML0599'EAST AND WEST ROAD, 10 FEET EAST OF A POWER POLE, 3 FEET SOUTH
 ML0599'OF A FENCE, 0.8 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF
 ML0599'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0582 ***********************************************************************
 NP0582  DESIGNATION -  A 1
 NP0582  PID         -  NP0582
 NP0582  STATE/COUNTY-  NE/SHERIDAN
 NP0582  USGS QUAD   -  GORDON (1969)
 NP0582
 NP0582                         *CURRENT SURVEY CONTROL
 NP0582  ___________________________________________________________________
 NP0582* NAD 83(1995)-  42 45 53.70669(N)    102 12 17.38305(W)     ADJUSTED  
 NP0582* NAVD 88     -      1120.     (meters)    3675.     (feet)  SCALED    
 NP0582  ___________________________________________________________________
 NP0582  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 NP0582  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 NP0582
 NP0582  HORZ ORDER  -  SECOND
 NP0582
 NP0582.The horizontal coordinates were established by classical geodetic methods
 NP0582.and adjusted by the National Geodetic Survey in August 1997..
 NP0582
 NP0582.The orthometric height was scaled from a topographic map.
 NP0582
 NP0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0582
 NP0582.The geoid height was determined by GEOID03.
 NP0582
 NP0582;                    North         East     Units Scale Factor Converg.
 NP0582;SPC NE       -   327,808.022   319,569.751   MT  0.99990069   -1 27 40.1
 NP0582;UTM  13      - 4,738,499.365   728,703.656   MT  1.00024354   +1 53 55.4
 NP0582
 NP0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0582!SPC NE       -   0.99982719  x   0.99990069  =   0.99972790
 NP0582!UTM  13      -   0.99982719  x   1.00024354  =   1.00007069
 NP0582
 NP0582:                Primary Azimuth Mark                     Grid Az
 NP0582:SPC NE       -  A 2                                      181 12 49.8
 NP0582:UTM  13      -  A 2                                      177 51 14.3
 NP0582
 NP0582|---------------------------------------------------------------------|
 NP0582| PID    Reference Object                     Distance      Geod. Az  |
 NP0582|                                                           dddmmss.s |
 NP0582| NP0592 A 2                                 APPROX. 3.4 KM 1794509.7 |
 NP0582|---------------------------------------------------------------------|
 NP0582
 NP0582                          SUPERSEDED SURVEY CONTROL
 NP0582
 NP0582  NAD 83(1986)-  42 45 53.69821(N)    102 12 17.38675(W) AD(       ) 2
 NP0582  NAD 27      -  42 45 53.68400(N)    102 12 15.78700(W) AD(       ) 2
 NP0582
 NP0582.Superseded values are not recommended for survey control.
 NP0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0582.See file dsdata.txt to determine how the superseded data were derived.
 NP0582
 NP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2870438499(NAD 83)
 NP0582_MARKER: DS = TRIANGULATION STATION DISK
 NP0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0582_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NP0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0582+STABILITY: SURFACE MOTION
 NP0582
 NP0582  HISTORY     - Date     Condition        Report By
 NP0582  HISTORY     - 1946     MONUMENTED       CGS
 NP0582  HISTORY     - 1968     MARK NOT FOUND   CGS
 NP0582
 NP0582                          STATION DESCRIPTION
 NP0582
 NP0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0582'LOCATED ABOUT 2-1/2 MILES SOUTH OF GORDON AT THE CREST OF A
 NP0582'HILL, 30 FEET WEST OF THE CENTER LINE OF NEBRASKA STATE
 NP0582'HIGHWAY NO. 27, 71.0 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 NP0582'POLE WITH A TRIANGULAR BLAZE AND 5.4 FEET EAST OF A REFERENCE
 NP0582'POST THAT IS SET IN A NORTH-SOUTH WIRE FENCE.  IT IS STAMPED
 NP0582'A-1 1946 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 NP0582'
 NP0582'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0582'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO
 NP0582'SOUTH ON NO. 27 FOR 2.5 MILES TO THE STATION ON THE RIGHT.
 NP0582
 NP0582                          STATION RECOVERY (1968)
 NP0582
 NP0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0582'THIS MARK WAS SEARCHED FOR BUT NOT FOUND AND ALL INDICATIONS
 NP0582'SHOW THE MARK WAS DESTROYED WHEN STATE HIGHWAY 27 WAS WIDENED.
 NP0582'
 NP0582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 NP0582'1/2 MILES SOUTH OF GORDON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0132 ***********************************************************************
 MN0132  DESIGNATION -  A 10
 MN0132  PID         -  MN0132
 MN0132  STATE/COUNTY-  NE/MORRILL
 MN0132  USGS QUAD   -  BRIDGEPORT (1965)
 MN0132
 MN0132                         *CURRENT SURVEY CONTROL
 MN0132  ___________________________________________________________________
 MN0132* NAD 83(1986)-  41 38 29.     (N)    103 04 22.     (W)     SCALED    
 MN0132* NAVD 88     -      1114.690  (meters)    3657.11   (feet)  ADJUSTED  
 MN0132  ___________________________________________________________________
 MN0132  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 MN0132  DYNAMIC HT  -        1113.986 (meters)    3654.80  (feet)  COMP
 MN0132  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 MN0132
 MN0132  VERT ORDER  -  FIRST     CLASS II
 MN0132
 MN0132.The horizontal coordinates were scaled from a topographic map and have
 MN0132.an estimated accuracy of +/- 6 seconds.
 MN0132
 MN0132.The orthometric height was determined by differential leveling
 MN0132.and adjusted by the National Geodetic Survey in June 1991..
 MN0132
 MN0132.The geoid height was determined by GEOID03.
 MN0132
 MN0132.The dynamic height is computed by dividing the NAVD 88
 MN0132.geopotential number by the normal gravity value computed on the
 MN0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0132.degrees latitude (g = 980.6199 gals.).
 MN0132
 MN0132.The modeled gravity was interpolated from observed gravity values.
 MN0132
 MN0132;                    North         East    Units  Estimated Accuracy
 MN0132;SPC NE       -   205,290.      244,130.      MT  (+/- 180 meters Scaled)
 MN0132
 MN0132                          SUPERSEDED SURVEY CONTROL
 MN0132
 MN0132  NGVD 29 (??/??/92) 1114.146  (m)         3655.33   (f) ADJ UNCH    1 2
 MN0132
 MN0132.Superseded values are not recommended for survey control.
 MN0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0132.See file dsdata.txt to determine how the superseded data were derived.
 MN0132
 MN0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG605117(NAD 83)
 MN0132_MARKER: DB = BENCH MARK DISK
 MN0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0132_STAMPING: 3655.327 A 10 1933
 MN0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0132+STABILITY: SURFACE MOTION
 MN0132
 MN0132  HISTORY     - Date     Condition        Report By
 MN0132  HISTORY     - 1933     MONUMENTED       CGS
 MN0132  HISTORY     - 1934     GOOD             NGS
 MN0132  HISTORY     - 1964     MARK NOT FOUND   USGS
 MN0132
 MN0132                          STATION DESCRIPTION
 MN0132
 MN0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0132'2 MI SE FROM BRIDGEPORT.
 MN0132'2.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0132'RAILROAD FROM THE STATION AT BRIDGEPORT, MORRILL COUNTY, 18
 MN0132'POLES WEST OF MILEPOST 39, 300 FEET WEST OF THE POINT OF
 MN0132'SWITCH TO A SIDING, AT A ROAD CROSSING, 55 FEET SOUTH OF THE
 MN0132'SOUTH RAIL, 33 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 22
 MN0132'FEET SOUTH OF THE SOUTH RAIL OF A SIDETRACK.  A STANDARD DISK,
 MN0132'STAMPED 3655.327 A 10 1933 AND SET IN THE TOP OF A CONCRETE POST
 MN0132'PROJECTING 3 INCHES ABOVE GROUND.
 MN0132
 MN0132                          STATION RECOVERY (1964)
 MN0132
 MN0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MN0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0600 ***********************************************************************
 ML0600  DESIGNATION -  A 10
 ML0600  PID         -  ML0600
 ML0600  STATE/COUNTY-  NE/CUSTER
 ML0600  USGS QUAD   -  SARGENT WEST (1978)
 ML0600
 ML0600                         *CURRENT SURVEY CONTROL
 ML0600  ___________________________________________________________________
 ML0600* NAD 83(1986)-  41 39 17.     (N)    099 28 52.     (W)     SCALED    
 ML0600* NAVD 88     -       720.068  (meters)    2362.42   (feet)  ADJUSTED  
 ML0600  ___________________________________________________________________
 ML0600  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 ML0600  DYNAMIC HT  -         719.710 (meters)    2361.25  (feet)  COMP
 ML0600  MODELED GRAV-     980,100.8   (mgal)                       NAVD 88
 ML0600
 ML0600  VERT ORDER  -  SECOND    CLASS 0
 ML0600
 ML0600.The horizontal coordinates were scaled from a topographic map and have
 ML0600.an estimated accuracy of +/- 6 seconds.
 ML0600
 ML0600.The orthometric height was determined by differential leveling
 ML0600.and adjusted by the National Geodetic Survey in June 1991..
 ML0600
 ML0600.The geoid height was determined by GEOID03.
 ML0600
 ML0600.The dynamic height is computed by dividing the NAVD 88
 ML0600.geopotential number by the normal gravity value computed on the
 ML0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0600.degrees latitude (g = 980.6199 gals.).
 ML0600
 ML0600.The modeled gravity was interpolated from observed gravity values.
 ML0600
 ML0600;                    North         East    Units  Estimated Accuracy
 ML0600;SPC NE       -   202,350.      543,210.      MT  (+/- 180 meters Scaled)
 ML0600
 ML0600                          SUPERSEDED SURVEY CONTROL
 ML0600
 ML0600  NGVD 29 (??/??/92)  719.808  (m)         2361.57   (f) ADJ UNCH    2 0
 ML0600
 ML0600.Superseded values are not recommended for survey control.
 ML0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0600.See file dsdata.txt to determine how the superseded data were derived.
 ML0600
 ML0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM599115(NAD 83)
 ML0600_MARKER: DB = BENCH MARK DISK
 ML0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0600_STAMPING: A 10
 ML0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0600+STABILITY: SURFACE MOTION
 ML0600
 ML0600  HISTORY     - Date     Condition        Report By
 ML0600  HISTORY     - UNK      MONUMENTED       BOR
 ML0600  HISTORY     - 1950     GOOD             NGS
 ML0600
 ML0600                          STATION DESCRIPTION
 ML0600
 ML0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0600'6.8 MI NW FROM SARGENT.
 ML0600'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0600'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 ML0600'5.1 MILES WEST ALONG A GRAVELED ROAD, AT A ROAD JUNCTION, 37
 ML0600'FEET NORTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 34
 ML0600'FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH,
 ML0600'210 FEET NORTHEAST OF A WHITE FARMHOUSE WHICH IS ON THE SOUTH
 ML0600'SIDE OF THE ROAD, 2.6 FEET NORTH OF A FENCE, 1 FOOT SOUTH OF A
 ML0600'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0600'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0156 ***********************************************************************
 NP0156  DESIGNATION -  A 11
 NP0156  PID         -  NP0156
 NP0156  STATE/COUNTY-  NE/BOX BUTTE
 NP0156  USGS QUAD   -  BEREA CREEK WEST (1948)
 NP0156
 NP0156                         *CURRENT SURVEY CONTROL
 NP0156  ___________________________________________________________________
 NP0156* NAD 83(1986)-  42 14 04.     (N)    102 59 41.     (W)     SCALED    
 NP0156* NAVD 88     -      1265.736  (meters)    4152.67   (feet)  ADJUSTED  
 NP0156  ___________________________________________________________________
 NP0156  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 NP0156  DYNAMIC HT  -        1264.997 (meters)    4150.24  (feet)  COMP
 NP0156  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 NP0156
 NP0156  VERT ORDER  -  FIRST     CLASS II
 NP0156
 NP0156.The horizontal coordinates were scaled from a topographic map and have
 NP0156.an estimated accuracy of +/- 6 seconds.
 NP0156
 NP0156.The orthometric height was determined by differential leveling
 NP0156.and adjusted by the National Geodetic Survey in June 1991..
 NP0156
 NP0156.The geoid height was determined by GEOID03.
 NP0156
 NP0156.The dynamic height is computed by dividing the NAVD 88
 NP0156.geopotential number by the normal gravity value computed on the
 NP0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0156.degrees latitude (g = 980.6199 gals.).
 NP0156
 NP0156.The modeled gravity was interpolated from observed gravity values.
 NP0156
 NP0156;                    North         East    Units  Estimated Accuracy
 NP0156;SPC NE       -   270,870.      252,910.      MT  (+/- 180 meters Scaled)
 NP0156
 NP0156                          SUPERSEDED SURVEY CONTROL
 NP0156
 NP0156  NGVD 29 (??/??/92) 1265.137  (m)         4150.70   (f) ADJ UNCH    1 2
 NP0156
 NP0156.Superseded values are not recommended for survey control.
 NP0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0156.See file dsdata.txt to determine how the superseded data were derived.
 NP0156
 NP0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG654777(NAD 83)
 NP0156_MARKER: DB = BENCH MARK DISK
 NP0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0156_SP_SET: CONCRETE POST
 NP0156_STAMPING: A 11 1933 4150.274
 NP0156_MARK LOGO: CGS   
 NP0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0156+STABILITY: SURFACE MOTION
 NP0156
 NP0156  HISTORY     - Date     Condition        Report By
 NP0156  HISTORY     - 1933     MONUMENTED       CGS
 NP0156  HISTORY     - 1956     GOOD             NGS
 NP0156  HISTORY     - 1985     GOOD             NGS
 NP0156
 NP0156                          STATION DESCRIPTION
 NP0156
 NP0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0156'7.4 MI SE FROM HEMINGFORD.
 NP0156'7.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0156'RAILROAD FROM THE STATION AT HEMINGFORD, 11 POLES NORTHWEST
 NP0156'OF MILEPOST 377, 65 FEET NORTH OF THE CENTER OF A ROAD CROSSING,
 NP0156'43.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 70.4 FEET SOUTHEAST
 NP0156'OF A FENCE CORNER, 25 FEET WEST OF THE CENTER LINE OF A TRACK
 NP0156'ROAD LEADING NORTH, 5.7 FEET SOUTH OF A TELEPHONE POLE, 1.8 FEET
 NP0156'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NP0156'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, IN THE SOUTHEAST
 NP0156'1/4 OF SECTION 11, TOWNSHIP 26 NORTH, RANGE 49 WEST.
 NP0156
 NP0156                          STATION RECOVERY (1985)
 NP0156
 NP0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0156'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--11.58 KM (7.2 MI) SOUTHEAST
 NP0156'ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 87 AT
 NP0156'HEMINGFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0354 ***********************************************************************
 ML0354  DESIGNATION -  A 117
 ML0354  PID         -  ML0354
 ML0354  STATE/COUNTY-  NE/SHERMAN
 ML0354  USGS QUAD   -  ASHTON (1954)
 ML0354
 ML0354                         *CURRENT SURVEY CONTROL
 ML0354  ___________________________________________________________________
 ML0354* NAD 83(1986)-  41 14 59.     (N)    098 47 34.     (W)     SCALED    
 ML0354* NAVD 88     -       621.253  (meters)    2038.23   (feet)  ADJUSTED  
 ML0354  ___________________________________________________________________
 ML0354  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ML0354  DYNAMIC HT  -         620.933 (meters)    2037.18  (feet)  COMP
 ML0354  MODELED GRAV-     980,089.5   (mgal)                       NAVD 88
 ML0354
 ML0354  VERT ORDER  -  SECOND    CLASS 0
 ML0354
 ML0354.The horizontal coordinates were scaled from a topographic map and have
 ML0354.an estimated accuracy of +/- 6 seconds.
 ML0354
 ML0354.The orthometric height was determined by differential leveling
 ML0354.and adjusted by the National Geodetic Survey in June 1991..
 ML0354
 ML0354.The geoid height was determined by GEOID03.
 ML0354
 ML0354.The dynamic height is computed by dividing the NAVD 88
 ML0354.geopotential number by the normal gravity value computed on the
 ML0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0354.degrees latitude (g = 980.6199 gals.).
 ML0354
 ML0354.The modeled gravity was interpolated from observed gravity values.
 ML0354
 ML0354;                    North         East    Units  Estimated Accuracy
 ML0354;SPC NE       -   157,960.      601,150.      MT  (+/- 180 meters Scaled)
 ML0354
 ML0354                          SUPERSEDED SURVEY CONTROL
 ML0354
 ML0354  NGVD 29 (??/??/92)  621.002  (m)         2037.40   (f) ADJ UNCH    2 0
 ML0354
 ML0354.Superseded values are not recommended for survey control.
 ML0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0354.See file dsdata.txt to determine how the superseded data were derived.
 ML0354
 ML0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL173665(NAD 83)
 ML0354_MARKER: DB = BENCH MARK DISK
 ML0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0354_STAMPING: A 117 1935
 ML0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0354+STABILITY: SURFACE MOTION
 ML0354
 ML0354  HISTORY     - Date     Condition        Report By
 ML0354  HISTORY     - 1935     MONUMENTED       CGS
 ML0354  HISTORY     - 1949     GOOD             NGS
 ML0354  HISTORY     - 1959     GOOD             NGS
 ML0354
 ML0354                          STATION DESCRIPTION
 ML0354
 ML0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0354'AT ASHTON.
 ML0354'AT ASHTON, 195 FEET EAST OF THE EAST CORNER OF THE CHICAGO,
 ML0354'BURLINGTON AND QUINCY RAILROAD STATION, 99 FEET EAST OF MILEPOST
 ML0354'NO. 29, 65.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 ML0354'TRACK, 44 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 ML0354'2.6 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT SOUTH OF A REFERENCE
 ML0354'POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 ML0354
 ML0354                          STATION RECOVERY (1959)
 ML0354
 ML0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ML0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0168 ***********************************************************************
 ML0168  DESIGNATION -  A 118
 ML0168  PID         -  ML0168
 ML0168  STATE/COUNTY-  NE/HOWARD
 ML0168  USGS QUAD   -  WOLBACH SW (1974)
 ML0168
 ML0168                         *CURRENT SURVEY CONTROL
 ML0168  ___________________________________________________________________
 ML0168* NAD 83(1986)-  41 21 56.     (N)    098 26 56.     (W)     SCALED    
 ML0168* NAVD 88     -       618.232  (meters)    2028.32   (feet)  ADJUSTED  
 ML0168  ___________________________________________________________________
 ML0168  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 ML0168  DYNAMIC HT  -         617.925 (meters)    2027.31  (feet)  COMP
 ML0168  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 ML0168
 ML0168  VERT ORDER  -  SECOND    CLASS 0
 ML0168
 ML0168.The horizontal coordinates were scaled from a topographic map and have
 ML0168.an estimated accuracy of +/- 6 seconds.
 ML0168
 ML0168.The orthometric height was determined by differential leveling
 ML0168.and adjusted by the National Geodetic Survey in June 1991..
 ML0168
 ML0168.The geoid height was determined by GEOID03.
 ML0168
 ML0168.The dynamic height is computed by dividing the NAVD 88
 ML0168.geopotential number by the normal gravity value computed on the
 ML0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0168.degrees latitude (g = 980.6199 gals.).
 ML0168
 ML0168.The modeled gravity was interpolated from observed gravity values.
 ML0168
 ML0168;                    North         East    Units  Estimated Accuracy
 ML0168;SPC NE       -   171,280.      629,730.      MT  (+/- 180 meters Scaled)
 ML0168
 ML0168                          SUPERSEDED SURVEY CONTROL
 ML0168
 ML0168  NGVD 29 (??/??/92)  617.987  (m)         2027.51   (f) ADJ UNCH    2 0
 ML0168
 ML0168.Superseded values are not recommended for survey control.
 ML0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0168.See file dsdata.txt to determine how the superseded data were derived.
 ML0168
 ML0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460794(NAD 83)
 ML0168_MARKER: DB = BENCH MARK DISK
 ML0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0168_STAMPING: A 118 1935
 ML0168_MARK LOGO: CGS   
 ML0168_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0168+STABILITY: SURFACE MOTION
 ML0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0168+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1998
 ML0168
 ML0168  HISTORY     - Date     Condition        Report By
 ML0168  HISTORY     - 1935     MONUMENTED       CGS
 ML0168  HISTORY     - 1956     GOOD             NGS
 ML0168  HISTORY     - 19980818 GOOD             NEDR
 ML0168
 ML0168                          STATION DESCRIPTION
 ML0168
 ML0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ML0168'10.6 MI N FROM ST PAUL.
 ML0168'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING
 ML0168'EAST FOR 0.3 MILE ALONG MAIN STREET, THENCE NORTH ALONG U.S.
 ML0168'HIGHWAY 281 FOR 10.6 MILES TO CROSSROADS AND THE MARK IN THE
 ML0168'NORTHWEST ANGLE OF THE INTERSECTION.  THE MARK IS THE SOUTHEAST
 ML0168'CORNER OF THE ST. PETRI LUTHERAN CHURCH CEMETERY, (CHURCH IS GONE)
 ML0168'54 FEET WEST OF THE CENTER OF U.S. HIGHWAY 281, 12 FEET NORTH
 ML0168'OF THE SOUTHEAST CORNER OF CEMETERY FENCE, AND 5 FEET WEST OF
 ML0168'SAME FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 ML0168'A 118 1935.
 ML0168
 ML0168                          STATION RECOVERY (1998)
 ML0168
 ML0168'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 ML0168'RECOVERED IN GOOD CONDITION, 2.0 MI (3.2 KM) SOUTH ALONG U.S.  HIGHWAY
 ML0168'281, FROM THE JUNCTION WITH STATE HIGWAY 22, WHICH IS 3 MI (4.8 KM)
 ML0168'WEST OF WOLBACH, TO THE BENCH MARK, ON THE RIGHT, IN THE SOUTHEAST
 ML0168'CORNER OF THE NORTH LOGAN CEMETERY AND IN THE SE1/4 OF THE SW 1/4,
 ML0168'SEC10, T16N, R10W.  IT IS A STANDARD DISK, SET INTO THE TOP OF A
 ML0168'SQUARE CONCRETE MONUMENT THAT PROJECTS 11 CM ABOVE THE GROUND SURFACE
 ML0168'AND IS 16.60 M (54.46 FT) WEST OF THE CENTERLINE OF HIGHWAY 281, 11.0
 ML0168'M (36.1 FT) NORTH OF 23RD AVENUE, 16.105 M (52.838 FT) SOUTH-SOUTHEAST
 ML0168'OF THE BASE OF A FLAGPOLE, 13.78 M (45.21 FT) SOUTH OF THE ENTRANCE
 ML0168'GATE TO THE CEMETERY, 5.040 M (16.535 FT) NORTH-NORTHEAST OF A UTILITY
 ML0168'POLE, 4.685 M (15.371 FT) NORTH-NORTHWEST OF THE TOP, NW CORNER, OF A
 ML0168'RIGHT-OF-WAY MARKER AT THE SOUTHEAST CORNER OF THE CEMETERY, 4.400 M
 ML0168'(14.436 FT) NORTH OF THE SOUTH FENCE OF THE CEMETERY AND 1.575 M
 ML0168'(5.167 FT) WEST OF A WITNESS POST AND THE EAST CEMETERY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0069 ***********************************************************************
 MM0069  DESIGNATION -  A 119
 MM0069  PID         -  MM0069
 MM0069  STATE/COUNTY-  NE/CUSTER
 MM0069  USGS QUAD   -  ARNOLD (1972)
 MM0069
 MM0069                         *CURRENT SURVEY CONTROL
 MM0069  ___________________________________________________________________
 MM0069* NAD 83(1986)-  41 23 35.     (N)    100 11 44.     (W)     SCALED    
 MM0069* NAVD 88     -       828.637  (meters)    2718.62   (feet)  ADJUSTED  
 MM0069  ___________________________________________________________________
 MM0069  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 MM0069  DYNAMIC HT  -         828.197 (meters)    2717.18  (feet)  COMP
 MM0069  MODELED GRAV-     980,064.6   (mgal)                       NAVD 88
 MM0069
 MM0069  VERT ORDER  -  SECOND    CLASS 0
 MM0069
 MM0069.The horizontal coordinates were scaled from a topographic map and have
 MM0069.an estimated accuracy of +/- 6 seconds.
 MM0069
 MM0069.The orthometric height was determined by differential leveling
 MM0069.and adjusted by the National Geodetic Survey in June 1991..
 MM0069
 MM0069.The geoid height was determined by GEOID03.
 MM0069
 MM0069.The dynamic height is computed by dividing the NAVD 88
 MM0069.geopotential number by the normal gravity value computed on the
 MM0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0069.degrees latitude (g = 980.6199 gals.).
 MM0069
 MM0069.The modeled gravity was interpolated from observed gravity values.
 MM0069
 MM0069;                    North         East    Units  Estimated Accuracy
 MM0069;SPC NE       -   173,190.      483,650.      MT  (+/- 180 meters Scaled)
 MM0069
 MM0069                          SUPERSEDED SURVEY CONTROL
 MM0069
 MM0069  NGVD 29 (??/??/92)  828.392  (m)         2717.82   (f) ADJ UNCH    2 0
 MM0069
 MM0069.Superseded values are not recommended for survey control.
 MM0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0069.See file dsdata.txt to determine how the superseded data were derived.
 MM0069
 MM0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML000830(NAD 83)
 MM0069_MARKER: DB = BENCH MARK DISK
 MM0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0069_STAMPING: A 119 1934
 MM0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0069+STABILITY: SURFACE MOTION
 MM0069
 MM0069  HISTORY     - Date     Condition        Report By
 MM0069  HISTORY     - 1934     MONUMENTED       CGS
 MM0069  HISTORY     - 1939     GOOD             NGS
 MM0069  HISTORY     - 1972     MARK NOT FOUND   NGS
 MM0069
 MM0069                          STATION DESCRIPTION
 MM0069
 MM0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 MM0069'2.1 MI S FROM ARNOLD.
 MM0069'2.1 MILES SOUTH ALONG STATE HIGHWAY 40 FROM THE POST OFFICE AT
 MM0069'ARNOLD, CUSTER COUNTY, AT THE WEST END OF A CURVE, AT THE NORTH
 MM0069'EDGE OF A GROVE OF TREES, AND 32 FEET SOUTH OF THE CENTERLINE OF THE
 MM0069'HIGHWAY.  A STANDARD DISK, STAMPED A 119 1934 AND SET IN THE TOP OF
 MM0069'A CONCRETE POST.
 MM0069
 MM0069                          STATION RECOVERY (1972)
 MM0069
 MM0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1096 ***********************************************************************
 LF1096  DESIGNATION -  A 12 RESET
 LF1096  PID         -  LF1096
 LF1096  STATE/COUNTY-  NE/OTOE
 LF1096  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1096
 LF1096                         *CURRENT SURVEY CONTROL
 LF1096  ___________________________________________________________________
 LF1096* NAD 83(1986)-  40 40 16.     (N)    095 50 54.     (W)     SCALED    
 LF1096* NAVD 88     -       297.417  (meters)     975.78   (feet)  ADJUSTED  
 LF1096  ___________________________________________________________________
 LF1096  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LF1096  DYNAMIC HT  -         297.260 (meters)     975.26  (feet)  COMP
 LF1096  MODELED GRAV-     980,091.6   (mgal)                       NAVD 88
 LF1096
 LF1096  VERT ORDER  -  FIRST     CLASS II
 LF1096
 LF1096.The horizontal coordinates were scaled from a topographic map and have
 LF1096.an estimated accuracy of +/- 6 seconds.
 LF1096
 LF1096.The orthometric height was determined by differential leveling
 LF1096.and adjusted by the National Geodetic Survey in May 1993..
 LF1096
 LF1096.The geoid height was determined by GEOID03.
 LF1096
 LF1096.The dynamic height is computed by dividing the NAVD 88
 LF1096.geopotential number by the normal gravity value computed on the
 LF1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1096.degrees latitude (g = 980.6199 gals.).
 LF1096
 LF1096.The modeled gravity was interpolated from observed gravity values.
 LF1096
 LF1096;                    North         East    Units  Estimated Accuracy
 LF1096;SPC NE       -   101,440.      850,810.      MT  (+/- 180 meters Scaled)
 LF1096
 LF1096                          SUPERSEDED SURVEY CONTROL
 LF1096
 LF1096  NGVD 29 (??/??/??)  297.31   (m)          975.4    (f) RESET       3  
 LF1096
 LF1096.Superseded values are not recommended for survey control.
 LF1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1096.See file dsdata.txt to determine how the superseded data were derived.
 LF1096
 LF1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF592061(NAD 83)
 LF1096_MARKER: DB = BENCH MARK DISK
 LF1096_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LF1096_SP_SET: ABUTMENT
 LF1096_STAMPING: A 12 RESET 1970
 LF1096_MARK LOGO: CGS   
 LF1096_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1096+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 LF1096
 LF1096  HISTORY     - Date     Condition        Report By
 LF1096  HISTORY     - 1970     MONUMENTED       BNRR
 LF1096  HISTORY     - 1977     GOOD             LOCSUR
 LF1096  HISTORY     - 19911024 GOOD             NGS
 LF1096  HISTORY     - 20040405 GOOD             NEDR
 LF1096
 LF1096                          STATION DESCRIPTION
 LF1096
 LF1096'DESCRIBED BY BURLINGTON NORTHERN RR 1970
 LF1096'AT NEBRASKA CITY.
 LF1096'AT NEBRASKA CITY, ON THE BURLINGTON NORTHERN RAILROAD, 1000 FEET
 LF1096'EAST OF THE STATION, AT BRIDGE 5.46 OVER THE MISSOURI PACIFIC
 LF1096'RAILROAD, AT THE TOP OF THE EAST CONCRETE ABUTMENT, 11 FEET
 LF1096'SOUTH OF THE TRACK AND ABOUT 6 FEET LOWER THAN THE RAIL.
 LF1096
 LF1096                          STATION RECOVERY (1977)
 LF1096
 LF1096'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1096'RECOVERED IN GOOD CONDITION.
 LF1096
 LF1096                          STATION RECOVERY (1991)
 LF1096
 LF1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1096'IN NEBRASKA CITY, AT THE INTERSECTION OF 3RD STREET AND THE
 LF1096'BURLINGTON NORTHERN RAILROAD, IN TOP OF AND 1.0 M (3.3 FT) NORTH OF
 LF1096'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS
 LF1096'OF THE STREET, 32.0 M (105.0 FT) EAST OF THE CENTER OF THE STREET,
 LF1096'3.4 M (11.2 FT) SOUTH OF THE NEAR RAIL, AND 0.1 M (0.3 FT) BELOW THE
 LF1096'LEVEL OF THE TRACK.
 LF1096
 LF1096                          STATION RECOVERY (2004)
 LF1096
 LF1096'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 LF1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0134 ***********************************************************************
 MM0134  DESIGNATION -  A 120
 MM0134  PID         -  MM0134
 MM0134  STATE/COUNTY-  NE/LOGAN
 MM0134  USGS QUAD   -  STAPLETON (1972)
 MM0134
 MM0134                         *CURRENT SURVEY CONTROL
 MM0134  ___________________________________________________________________
 MM0134* NAD 83(1986)-  41 28 27.     (N)    100 37 18.     (W)     SCALED    
 MM0134* NAVD 88     -       906.502  (meters)    2974.08   (feet)  ADJUSTED  
 MM0134  ___________________________________________________________________
 MM0134  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 MM0134  DYNAMIC HT  -         905.993 (meters)    2972.41  (feet)  COMP
 MM0134  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 MM0134
 MM0134  VERT ORDER  -  SECOND    CLASS 0
 MM0134
 MM0134.The horizontal coordinates were scaled from a topographic map and have
 MM0134.an estimated accuracy of +/- 6 seconds.
 MM0134
 MM0134.The orthometric height was determined by differential leveling
 MM0134.and adjusted by the National Geodetic Survey in June 1991..
 MM0134
 MM0134.The geoid height was determined by GEOID03.
 MM0134
 MM0134.The dynamic height is computed by dividing the NAVD 88
 MM0134.geopotential number by the normal gravity value computed on the
 MM0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0134.degrees latitude (g = 980.6199 gals.).
 MM0134
 MM0134.The modeled gravity was interpolated from observed gravity values.
 MM0134
 MM0134;                    North         East    Units  Estimated Accuracy
 MM0134;SPC NE       -   182,360.      448,090.      MT  (+/- 180 meters Scaled)
 MM0134
 MM0134                          SUPERSEDED SURVEY CONTROL
 MM0134
 MM0134  NGVD 29 (??/??/92)  906.184  (m)         2973.04   (f) ADJ UNCH    2 0
 MM0134
 MM0134.Superseded values are not recommended for survey control.
 MM0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0134.See file dsdata.txt to determine how the superseded data were derived.
 MM0134
 MM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL645926(NAD 83)
 MM0134_MARKER: DB = BENCH MARK DISK
 MM0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0134_STAMPING: A 120 1934
 MM0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0134+STABILITY: SURFACE MOTION
 MM0134
 MM0134  HISTORY     - Date     Condition        Report By
 MM0134  HISTORY     - 1934     MONUMENTED       CGS
 MM0134  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0134
 MM0134                          STATION DESCRIPTION
 MM0134
 MM0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0134'6.5 MI W FROM STAPLETON.
 MM0134'ABOUT 6.5 MILES WEST ALONG STATE HIGHWAY 40 FROM THE COUNTY
 MM0134'COURTHOUSE AT STAPLETON, LOGAN COUNTY, ABOUT 0.3 MILE NORTHWEST
 MM0134'OF A SMALL WOODS, ABOUT 70 FEET SOUTH OF THE CENTER LINE OF THE
 MM0134'HIGHWAY, 44.9 FEET SOUTH OF A RIGHT-OF-WAY FENCE, AND 2 FEET
 MM0134'WEST OF THE FENCE RUNNING SOUTH.  A STANDARD DISK, STAMPED A
 MM0134'120 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0134
 MM0134                          STATION RECOVERY (1972)
 MM0134
 MM0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0374 ***********************************************************************
 ML0374  DESIGNATION -  A 122
 ML0374  PID         -  ML0374
 ML0374  STATE/COUNTY-  NE/SHERMAN
 ML0374  USGS QUAD   -  ASHTON (1954)
 ML0374
 ML0374                         *CURRENT SURVEY CONTROL
 ML0374  ___________________________________________________________________
 ML0374* NAD 83(1986)-  41 09 08.     (N)    098 52 10.     (W)     SCALED    
 ML0374* NAVD 88     -       607.979  (meters)    1994.68   (feet)  ADJUSTED  
 ML0374  ___________________________________________________________________
 ML0374  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 ML0374  DYNAMIC HT  -         607.667 (meters)    1993.65  (feet)  COMP
 ML0374  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 ML0374
 ML0374  VERT ORDER  -  SECOND    CLASS 0
 ML0374
 ML0374.The horizontal coordinates were scaled from a topographic map and have
 ML0374.an estimated accuracy of +/- 6 seconds.
 ML0374
 ML0374.The orthometric height was determined by differential leveling
 ML0374.and adjusted by the National Geodetic Survey in June 1991..
 ML0374
 ML0374.The geoid height was determined by GEOID03.
 ML0374
 ML0374.The dynamic height is computed by dividing the NAVD 88
 ML0374.geopotential number by the normal gravity value computed on the
 ML0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0374.degrees latitude (g = 980.6199 gals.).
 ML0374
 ML0374.The modeled gravity was interpolated from observed gravity values.
 ML0374
 ML0374;                    North         East    Units  Estimated Accuracy
 ML0374;SPC NE       -   147,050.      594,870.      MT  (+/- 180 meters Scaled)
 ML0374
 ML0374                          SUPERSEDED SURVEY CONTROL
 ML0374
 ML0374  NGVD 29 (??/??/92)  607.739  (m)         1993.89   (f) ADJ UNCH    2 0
 ML0374
 ML0374.Superseded values are not recommended for survey control.
 ML0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0374.See file dsdata.txt to determine how the superseded data were derived.
 ML0374
 ML0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL109556(NAD 83)
 ML0374_MARKER: DB = BENCH MARK DISK
 ML0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0374_STAMPING: A 122 1935
 ML0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0374+STABILITY: SURFACE MOTION
 ML0374
 ML0374  HISTORY     - Date     Condition        Report By
 ML0374  HISTORY     - 1935     MONUMENTED       CGS
 ML0374  HISTORY     - 1949     MARK NOT FOUND   NGS
 ML0374
 ML0374                          STATION DESCRIPTION
 ML0374
 ML0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0374'3 MI NW FROM ROCKVILLE.
 ML0374'3.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0374'STATION AT ROCKVILLE, SHERMAN COUNTY, 7 POLES SOUTHEAST OF
 ML0374'MILEPOST 29, 43 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 ML0374'HIGHWAY 58, AND 36.8 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 ML0374'SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0228 ***********************************************************************
 NN0228  DESIGNATION -  A 123 RESET
 NN0228  PID         -  NN0228
 NN0228  STATE/COUNTY-  NE/HOLT
 NN0228  USGS QUAD   -  O'NEILL SW (1986)
 NN0228
 NN0228                         *CURRENT SURVEY CONTROL
 NN0228  ___________________________________________________________________
 NN0228* NAD 83(1986)-  42 16 59.     (N)    098 39 04.     (W)     SCALED    
 NN0228* NAVD 88     -       623.93   (meters)    2047.0    (feet)  RESET     
 NN0228  ___________________________________________________________________
 NN0228  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 NN0228
 NN0228  VERT ORDER  -  THIRD
 NN0228
 NN0228.The horizontal coordinates were scaled from a topographic map and have
 NN0228.an estimated accuracy of +/- 6 seconds.
 NN0228
 NN0228.The orthometric height was computed from unverified reset data.
 NN0228
 NN0228.The geoid height was determined by GEOID03.
 NN0228
 NN0228;                    North         East    Units  Estimated Accuracy
 NN0228;SPC NE       -   272,860.      611,230.      MT  (+/- 180 meters Scaled)
 NN0228
 NN0228                          SUPERSEDED SURVEY CONTROL
 NN0228
 NN0228  NGVD 29 (??/??/??)  623.72   (m)         2046.3    (f) RESET       3  
 NN0228
 NN0228.Superseded values are not recommended for survey control.
 NN0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0228.See file dsdata.txt to determine how the superseded data were derived.
 NN0228
 NN0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM287812(NAD 83)
 NN0228_MARKER: DB = BENCH MARK DISK
 NN0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0228_STAMPING: A 123 RESET 1964 1935
 NN0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0228+STABILITY: SURFACE MOTION
 NN0228
 NN0228  HISTORY     - Date     Condition        Report By
 NN0228  HISTORY     - 1964     MONUMENTED       CGS
 NN0228
 NN0228                          STATION DESCRIPTION
 NN0228
 NN0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0228'12.2 MI S FROM O NEILL.
 NN0228'12.2 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION  OF
 NN0228'U.S. HIGHWAYS 281, 275, AND 20 IN O NEILL, HOLT COUNTY, 5.3 MILES
 NN0228'NORTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF U.S. HIGHWAY
 NN0228'281 AND STATE HIGHWAY 95, 1.4 MILES NORTH OF THE BRIDGE OVER THE
 NN0228'SOUTH ELKHORN RIVER, 103.5 FEET EAST OF THE CENTERLINE OF NEW
 NN0228'U.S. HIGHWAY 281, 1 FOOT SOUTH OF AN EAST WEST FENCE, AND 1.5
 NN0228'FEET WEST OF A NEW STEEL WITNESS POST AND THE EAST RIGHT-OF-WAY
 NN0228'LINE OF THE HIGHWAY.  THE MARK IS SET IN THE TOP OF A CONCRETE
 NN0228'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0263 ***********************************************************************
 ML0263  DESIGNATION -  A 125
 ML0263  PID         -  ML0263
 ML0263  STATE/COUNTY-  NE/HOWARD
 ML0263  USGS QUAD   -  ST PAUL (1974)
 ML0263
 ML0263                         *CURRENT SURVEY CONTROL
 ML0263  ___________________________________________________________________
 ML0263* NAD 83(1986)-  41 14 29.     (N)    098 27 35.     (W)     SCALED    
 ML0263* NAVD 88     -       550.366  (meters)    1805.66   (feet)  ADJUSTED  
 ML0263  ___________________________________________________________________
 ML0263  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 ML0263  DYNAMIC HT  -         550.091 (meters)    1804.76  (feet)  COMP
 ML0263  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 ML0263
 ML0263  VERT ORDER  -  SECOND    CLASS 0
 ML0263
 ML0263.The horizontal coordinates were scaled from a topographic map and have
 ML0263.an estimated accuracy of +/- 6 seconds.
 ML0263
 ML0263.The orthometric height was determined by differential leveling
 ML0263.and adjusted by the National Geodetic Survey in June 1991..
 ML0263
 ML0263.The geoid height was determined by GEOID03.
 ML0263
 ML0263.The dynamic height is computed by dividing the NAVD 88
 ML0263.geopotential number by the normal gravity value computed on the
 ML0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0263.degrees latitude (g = 980.6199 gals.).
 ML0263
 ML0263.The modeled gravity was interpolated from observed gravity values.
 ML0263
 ML0263;                    North         East    Units  Estimated Accuracy
 ML0263;SPC NE       -   157,480.      629,070.      MT  (+/- 180 meters Scaled)
 ML0263
 ML0263                          SUPERSEDED SURVEY CONTROL
 ML0263
 ML0263  NGVD 29 (??/??/92)  550.123  (m)         1804.86   (f) ADJ UNCH    2 0
 ML0263
 ML0263.Superseded values are not recommended for survey control.
 ML0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0263.See file dsdata.txt to determine how the superseded data were derived.
 ML0263
 ML0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL452656(NAD 83)
 ML0263_MARKER: DB = BENCH MARK DISK
 ML0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0263_STAMPING: A-125 1935
 ML0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0263+STABILITY: SURFACE MOTION
 ML0263
 ML0263  HISTORY     - Date     Condition        Report By
 ML0263  HISTORY     - 1935     MONUMENTED       CGS
 ML0263
 ML0263                          STATION DESCRIPTION
 ML0263
 ML0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0263'2 MI N FROM ST PAUL.
 ML0263'2.0 MILES NORTH OF THE DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0263'RAILROAD BETWEEN ST. PAUL AND ORD, 39.4 FEET WEST OF THE WEST
 ML0263'RAIL OF THE MAIN TRACK, 1-3/4 POLES SOUTHEAST OF MILE POST 24,
 ML0263'3 1/2 POLES NORTHWEST OF RAILROAD ROAD CROSSING CENTERLINE,
 ML0263'AND AT RAILROAD MILEAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0628 ***********************************************************************
 ML0628  DESIGNATION -  A 126
 ML0628  PID         -  ML0628
 ML0628  STATE/COUNTY-  NE/VALLEY
 ML0628  USGS QUAD   -  ELYRIA (1952)
 ML0628
 ML0628                         *CURRENT SURVEY CONTROL
 ML0628  ___________________________________________________________________
 ML0628* NAD 83(1986)-  41 44 23.     (N)    099 05 11.     (W)     SCALED    
 ML0628* NAVD 88     -       653.837  (meters)    2145.13   (feet)  ADJUSTED  
 ML0628  ___________________________________________________________________
 ML0628  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 ML0628  DYNAMIC HT  -         653.523 (meters)    2144.10  (feet)  COMP
 ML0628  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 ML0628
 ML0628  VERT ORDER  -  SECOND    CLASS 0
 ML0628
 ML0628.The horizontal coordinates were scaled from a topographic map and have
 ML0628.an estimated accuracy of +/- 6 seconds.
 ML0628
 ML0628.The orthometric height was determined by differential leveling
 ML0628.and adjusted by the National Geodetic Survey in June 1991..
 ML0628.WARNING-Repeat measurements at this control monument indicate possible
 ML0628.vertical movement.
 ML0628
 ML0628.The geoid height was determined by GEOID03.
 ML0628
 ML0628.The dynamic height is computed by dividing the NAVD 88
 ML0628.geopotential number by the normal gravity value computed on the
 ML0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0628.degrees latitude (g = 980.6199 gals.).
 ML0628
 ML0628.The modeled gravity was interpolated from observed gravity values.
 ML0628
 ML0628;                    North         East    Units  Estimated Accuracy
 ML0628;SPC NE       -   212,060.      575,970.      MT  (+/- 180 meters Scaled)
 ML0628
 ML0628                          SUPERSEDED SURVEY CONTROL
 ML0628
 ML0628  NGVD 29 (??/??/92)  653.582  (m)         2144.29   (f) ADJ UNCH    2 0
 ML0628
 ML0628.Superseded values are not recommended for survey control.
 ML0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0628.See file dsdata.txt to determine how the superseded data were derived.
 ML0628
 ML0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM928208(NAD 83)
 ML0628_MARKER: DB = BENCH MARK DISK
 ML0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0628_STAMPING: A 126 1935
 ML0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0628+STABILITY: SURFACE MOTION
 ML0628
 ML0628  HISTORY     - Date     Condition        Report By
 ML0628  HISTORY     - 1935     MONUMENTED       CGS
 ML0628  HISTORY     - 1950     GOOD             NGS
 ML0628  HISTORY     - 1950     GOOD             NGS
 ML0628  HISTORY     - 1985     MARK NOT FOUND   NEDR
 ML0628  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0628
 ML0628                          STATION DESCRIPTION
 ML0628
 ML0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0628'3.9 MI SE FROM BURWELL.
 ML0628'3.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0628'RAILROAD FROM THE STATION AT BURWELL, 0.4 MILE NORTHWEST OF
 ML0628'MILEPOST 36, 0.1 MILE SOUTHEAST OF RAILROAD TRESTLE 36+48, 3 POLES
 ML0628'SOUTH OF THE GARFIELD-VALLEY COUNTY LINE, AT A ROAD CROSSING,
 ML0628'123 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 11, 38
 ML0628'FEET EAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 22 FEET
 ML0628'NORTHEAST OF THE NORTHEAST RAIL, 2 FEET SOUTH OF A FENCE, 1.6
 ML0628'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0628'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0628
 ML0628                          STATION RECOVERY (1950)
 ML0628
 ML0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 ML0628'RECOVERED IN GOOD CONDITION.
 ML0628
 ML0628                          STATION RECOVERY (1985)
 ML0628
 ML0628'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0628'MARK NOT FOUND.
 ML0628
 ML0628                          STATION RECOVERY (1985)
 ML0628
 ML0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0255 ***********************************************************************
 NN0255  DESIGNATION -  A 127
 NN0255  PID         -  NN0255
 NN0255  STATE/COUNTY-  NE/HOLT
 NN0255  USGS QUAD   -  EMMET NW (1986)
 NN0255
 NN0255                         *CURRENT SURVEY CONTROL
 NN0255  ___________________________________________________________________
 NN0255* NAD 83(1986)-  42 22 42.     (N)    098 57 47.     (W)     SCALED    
 NN0255* NAVD 88     -       662.803  (meters)    2174.55   (feet)  ADJUSTED  
 NN0255  ___________________________________________________________________
 NN0255  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 NN0255  DYNAMIC HT  -         662.530 (meters)    2173.65  (feet)  COMP
 NN0255  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 NN0255
 NN0255  VERT ORDER  -  SECOND    CLASS 0
 NN0255
 NN0255.The horizontal coordinates were scaled from a topographic map and have
 NN0255.an estimated accuracy of +/- 6 seconds.
 NN0255
 NN0255.The orthometric height was determined by differential leveling
 NN0255.and adjusted by the National Geodetic Survey in June 1991..
 NN0255
 NN0255.The geoid height was determined by GEOID03.
 NN0255
 NN0255.The dynamic height is computed by dividing the NAVD 88
 NN0255.geopotential number by the normal gravity value computed on the
 NN0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0255.degrees latitude (g = 980.6199 gals.).
 NN0255
 NN0255.The modeled gravity was interpolated from observed gravity values.
 NN0255
 NN0255;                    North         East    Units  Estimated Accuracy
 NN0255;SPC NE       -   283,080.      585,380.      MT  (+/- 180 meters Scaled)
 NN0255
 NN0255                          SUPERSEDED SURVEY CONTROL
 NN0255
 NN0255  NGVD 29 (??/??/92)  662.566  (m)         2173.77   (f) ADJ UNCH    2 0
 NN0255
 NN0255.Superseded values are not recommended for survey control.
 NN0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0255.See file dsdata.txt to determine how the superseded data were derived.
 NN0255
 NN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM030917(NAD 83)
 NN0255_MARKER: DB = BENCH MARK DISK
 NN0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0255_STAMPING: A-127-1935
 NN0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0255+STABILITY: SURFACE MOTION
 NN0255
 NN0255  HISTORY     - Date     Condition        Report By
 NN0255  HISTORY     - 1935     MONUMENTED       CGS
 NN0255
 NN0255                          STATION DESCRIPTION
 NN0255
 NN0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0255'10.3 MI S FROM ATKINSON.
 NN0255'10.3 MILES SOUTH OF THE POST OFFICE BY HIGHWAY.  ALONG STATE
 NN0255'HIGHWAY 11 BETWEEN BURWELL AND ATKINSON, 0.17 MILES NORTH OF
 NN0255'BRIDGE OVER HOLT CREEK, 156 FEET SOUTH OF LINE FENCE, 49 FEET
 NN0255'EAST OF THE CENTER LINE OF HIGHWAY, 2 FEET BELOW THE LEVEL OF THE
 NN0255'TOP OF HIGHWAY, 1.0 FEET WEST OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0256 ***********************************************************************
 NN0256  DESIGNATION -  A 127 RESET
 NN0256  PID         -  NN0256
 NN0256  STATE/COUNTY-  NE/HOLT
 NN0256  USGS QUAD   -  EMMET NW (1986)
 NN0256
 NN0256                         *CURRENT SURVEY CONTROL
 NN0256  ___________________________________________________________________
 NN0256* NAD 83(1986)-  42 22 42.     (N)    098 57 47.     (W)     SCALED    
 NN0256* NAVD 88     -       662.31   (meters)    2172.9    (feet)  RESET     
 NN0256  ___________________________________________________________________
 NN0256  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 NN0256
 NN0256  VERT ORDER  -  THIRD
 NN0256
 NN0256.The horizontal coordinates were scaled from a topographic map and have
 NN0256.an estimated accuracy of +/- 6 seconds.
 NN0256
 NN0256.The orthometric height was computed from unverified reset data.
 NN0256
 NN0256.The geoid height was determined by GEOID03.
 NN0256
 NN0256;                    North         East    Units  Estimated Accuracy
 NN0256;SPC NE       -   283,080.      585,380.      MT  (+/- 180 meters Scaled)
 NN0256
 NN0256                          SUPERSEDED SURVEY CONTROL
 NN0256
 NN0256  NGVD 29 (??/??/??)  662.07   (m)         2172.1    (f) RESET       3  
 NN0256
 NN0256.Superseded values are not recommended for survey control.
 NN0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0256.See file dsdata.txt to determine how the superseded data were derived.
 NN0256
 NN0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM030917(NAD 83)
 NN0256_MARKER: DB = BENCH MARK DISK
 NN0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0256_STAMPING: A 127 1935 RESET 1960
 NN0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0256+STABILITY: SURFACE MOTION
 NN0256
 NN0256  HISTORY     - Date     Condition        Report By
 NN0256  HISTORY     - 1960     MONUMENTED       CGS
 NN0256  HISTORY     - 1961     GOOD             NGS
 NN0256  HISTORY     - 1964     GOOD             NGS
 NN0256
 NN0256                          STATION DESCRIPTION
 NN0256
 NN0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NN0256'10.4 MI S FROM ATKINSON.
 NN0256'10.7 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 NN0256'ATKINSON, 0.15 MILE NORTH OF A BRIDGE OVER HOLT CREEK, 69 FEET
 NN0256'EAST OF THE CENTERLINE OF THE HIGHWAY, 31.0 FEET SOUTH OF A
 NN0256'CONCRETE RIGHT-OF-WAY MARKER, 50.3 FEET NORTH OF A CONCRETE
 NN0256'RIGHT-OF-WAY MARKER AND 1.0 FOOT WEST OF A FENCE, AND SET IN THE
 NN0256'TOP OF A CONCRETE POST.
 NN0256
 NN0256                          STATION RECOVERY (1964)
 NN0256
 NN0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NN0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0125 ***********************************************************************
 NN0125  DESIGNATION -  A 128
 NN0125  PID         -  NN0125
 NN0125  STATE/COUNTY-  NE/HOLT
 NN0125  USGS QUAD   -  DELOIT NE (1986)
 NN0125
 NN0125                         *CURRENT SURVEY CONTROL
 NN0125  ___________________________________________________________________
 NN0125* NAD 83(1986)-  42 13 09.     (N)    098 17 46.     (W)     SCALED    
 NN0125* NAVD 88     -       559.341  (meters)    1835.10   (feet)  ADJUSTED  
 NN0125  ___________________________________________________________________
 NN0125  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 NN0125  DYNAMIC HT  -         559.117 (meters)    1834.37  (feet)  COMP
 NN0125  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 NN0125
 NN0125  VERT ORDER  -  SECOND    CLASS 0
 NN0125
 NN0125.The horizontal coordinates were scaled from a topographic map and have
 NN0125.an estimated accuracy of +/- 6 seconds.
 NN0125
 NN0125.The orthometric height was determined by differential leveling
 NN0125.and adjusted by the National Geodetic Survey in June 1991..
 NN0125
 NN0125.The geoid height was determined by GEOID03.
 NN0125
 NN0125.The dynamic height is computed by dividing the NAVD 88
 NN0125.geopotential number by the normal gravity value computed on the
 NN0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0125.degrees latitude (g = 980.6199 gals.).
 NN0125
 NN0125.The modeled gravity was interpolated from observed gravity values.
 NN0125
 NN0125;                    North         East    Units  Estimated Accuracy
 NN0125;SPC NE       -   266,280.      640,640.      MT  (+/- 180 meters Scaled)
 NN0125
 NN0125                          SUPERSEDED SURVEY CONTROL
 NN0125
 NN0125  NGVD 29 (??/??/92)  559.131  (m)         1834.42   (f) ADJ UNCH    2 0
 NN0125
 NN0125.Superseded values are not recommended for survey control.
 NN0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0125.See file dsdata.txt to determine how the superseded data were derived.
 NN0125
 NN0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM580743(NAD 83)
 NN0125_MARKER: DB = BENCH MARK DISK
 NN0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0125_STAMPING: A 128 1935
 NN0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0125+STABILITY: SURFACE MOTION
 NN0125
 NN0125  HISTORY     - Date     Condition        Report By
 NN0125  HISTORY     - 1935     MONUMENTED       CGS
 NN0125  HISTORY     - 1962     MARK NOT FOUND   NGS
 NN0125
 NN0125                          STATION DESCRIPTION
 NN0125
 NN0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0125'3.7 MI SE FROM EWING.
 NN0125'3.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0125'FROM THE STATION AT EWING, HOLT COUNTY, 16 RAILS SOUTHEAST OF
 NN0125'BRIDGE 257, 600 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER,
 NN0125'45 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, AND 47.4 FEET
 NN0125'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK.  A STANDARD
 NN0125'DISK, STAMPED A 128 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0125
 NN0125                          STATION RECOVERY (1962)
 NN0125
 NN0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NN0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0294 ***********************************************************************
 LG0294  DESIGNATION -  A 13
 LG0294  PID         -  LG0294
 LG0294  STATE/COUNTY-  NE/LANCASTER
 LG0294  USGS QUAD   -  BENNET (1972)
 LG0294
 LG0294                         *CURRENT SURVEY CONTROL
 LG0294  ___________________________________________________________________
 LG0294* NAD 83(1986)-  40 43 08.     (N)    096 35 15.     (W)     SCALED    
 LG0294* NAVD 88     -       440.361  (meters)    1444.75   (feet)  ADJUSTED  
 LG0294  ___________________________________________________________________
 LG0294  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 LG0294  DYNAMIC HT  -         440.168 (meters)    1444.12  (feet)  COMP
 LG0294  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 LG0294
 LG0294  VERT ORDER  -  FIRST     CLASS II
 LG0294
 LG0294.The horizontal coordinates were scaled from a topographic map and have
 LG0294.an estimated accuracy of +/- 6 seconds.
 LG0294
 LG0294.The orthometric height was determined by differential leveling
 LG0294.and adjusted by the National Geodetic Survey in June 1991..
 LG0294.WARNING-Repeat measurements at this control monument indicate possible
 LG0294.vertical movement.
 LG0294
 LG0294.The geoid height was determined by GEOID03.
 LG0294
 LG0294.The dynamic height is computed by dividing the NAVD 88
 LG0294.geopotential number by the normal gravity value computed on the
 LG0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0294.degrees latitude (g = 980.6199 gals.).
 LG0294
 LG0294.The modeled gravity was interpolated from observed gravity values.
 LG0294
 LG0294;                    North         East    Units  Estimated Accuracy
 LG0294;SPC NE       -   104,010.      788,180.      MT  (+/- 180 meters Scaled)
 LG0294
 LG0294                          SUPERSEDED SURVEY CONTROL
 LG0294
 LG0294  NGVD 29 (??/??/92)  440.254  (m)         1444.40   (f) ADJ UNCH    1 2
 LG0294
 LG0294.Superseded values are not recommended for survey control.
 LG0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0294.See file dsdata.txt to determine how the superseded data were derived.
 LG0294
 LG0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL037103(NAD 83)
 LG0294_MARKER: DB = BENCH MARK DISK
 LG0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0294_STAMPING: 1444.033 A 13 1933
 LG0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0294+STABILITY: SURFACE MOTION
 LG0294
 LG0294  HISTORY     - Date     Condition        Report By
 LG0294  HISTORY     - 1933     MONUMENTED       CGS
 LG0294  HISTORY     - 1960     GOOD             NGS
 LG0294  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0294  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0294
 LG0294                          STATION DESCRIPTION
 LG0294
 LG0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LG0294'0.5 MI E FROM CHENEY.
 LG0294'0.5 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0294'RAILROAD FROM THE STATION AT CHENEY, LANCASTER COUNTY, 2-1/2
 LG0294'POLES EAST OF MILEPOST 52, 70 FEET SOUTH OF THE CENTERLINE
 LG0294'OF STATE HIGHWAY 2, 60 FEET WEST OF THE CENTER OF A HIGHWAY
 LG0294'CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 3
 LG0294'FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LG0294'STAMPED 1444.033 A 13 1933 AND SET IN THE TOP OF A CONCRETE POST
 LG0294'PROJECTING 0.3 FOOT ABOVE GROUND.
 LG0294
 LG0294                          STATION RECOVERY (1990)
 LG0294
 LG0294'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0294'MARK NOT FOUND.
 LG0294
 LG0294                          STATION RECOVERY (1991)
 LG0294
 LG0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0294'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1229 ***********************************************************************
 MK1229  DESIGNATION -  A 130
 MK1229  PID         -  MK1229
 MK1229  STATE/COUNTY-  NE/PLATTE
 MK1229  USGS QUAD   -  COLUMBUS (1976)
 MK1229
 MK1229                         *CURRENT SURVEY CONTROL
 MK1229  ___________________________________________________________________
 MK1229* NAD 83(1986)-  41 25 36.     (N)    097 22 06.     (W)     SCALED    
 MK1229* NAVD 88     -       440.172  (meters)    1444.13   (feet)  ADJUSTED  
 MK1229  ___________________________________________________________________
 MK1229  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 MK1229  DYNAMIC HT  -         439.980 (meters)    1443.50  (feet)  COMP
 MK1229  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 MK1229
 MK1229  VERT ORDER  -  FIRST     CLASS II
 MK1229
 MK1229.The horizontal coordinates were scaled from a topographic map and have
 MK1229.an estimated accuracy of +/- 6 seconds.
 MK1229
 MK1229.The orthometric height was determined by differential leveling
 MK1229.and adjusted by the National Geodetic Survey in June 1991..
 MK1229
 MK1229.The geoid height was determined by GEOID03.
 MK1229
 MK1229.The dynamic height is computed by dividing the NAVD 88
 MK1229.geopotential number by the normal gravity value computed on the
 MK1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1229.degrees latitude (g = 980.6199 gals.).
 MK1229
 MK1229.The modeled gravity was interpolated from observed gravity values.
 MK1229
 MK1229;                    North         East    Units  Estimated Accuracy
 MK1229;SPC NE       -   180,250.      719,870.      MT  (+/- 180 meters Scaled)
 MK1229
 MK1229                          SUPERSEDED SURVEY CONTROL
 MK1229
 MK1229  NGVD 29 (??/??/92)  439.984  (m)         1443.51   (f) ADJ UNCH    1 2
 MK1229
 MK1229.Superseded values are not recommended for survey control.
 MK1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1229.See file dsdata.txt to determine how the superseded data were derived.
 MK1229
 MK1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL363874(NAD 83)
 MK1229_MARKER: DB = BENCH MARK DISK
 MK1229_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK1229_SP_SET: ABUTMENT FOOTING
 MK1229_STAMPING: A 130 1935
 MK1229_MARK LOGO: CGS   
 MK1229_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1229
 MK1229  HISTORY     - Date     Condition        Report By
 MK1229  HISTORY     - 1935     MONUMENTED       CGS
 MK1229  HISTORY     - 1940     GOOD             NGS
 MK1229  HISTORY     - 19970721 GOOD             NEDR
 MK1229  HISTORY     - 19970721 GOOD             NGS
 MK1229
 MK1229                          STATION DESCRIPTION
 MK1229
 MK1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MK1229'0.5 MI W FROM COLUMBUS.
 MK1229'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 65
 MK1229'FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, 42.7 FEET NORTHWEST
 MK1229'OF MILEPOST NO. 85, MARK IS SET HORIZONTALLY AND COUNTERSUNK
 MK1229'IN TOP OF CONCRETE FOOTING OF WEST COLUMN OF VIADUCT CARRYING
 MK1229'U.S. HIGHWAYS NOS. 30 AND 81 OVER THE UNION PACIFIC RR., ABOUT
 MK1229'1.0 FOOT ABOVE LEVEL OF TRACK.  NO 4 X 4 INCH WOODEN POST WAS
 MK1229'SET BECAUSE VIADUCT SERVES AS LANDMARK.  STD. DISK BM IN DRILL HOLE.
 MK1229
 MK1229                          STATION RECOVERY (1997)
 MK1229
 MK1229'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 MK1229'RECOVERED IN GOOD CONDITION, 0.5 MI (0.8 KM) WEST ALONG THE UNION
 MK1229'PACIFIC RAILROAD TRACKS FROM THE STATION AT COLUMBUS, PLATTE COUNTY.
 MK1229'THE MARK IS SET INTO THE TOP OF THE CONCRETE FOOTING OF THE WEST
 MK1229'COLUMN OF THE OVERPASS, 65 FT (19.8 M) SOUTH OF THE SOUTH RAIL AND
 MK1229'ABOUT 1 FT (0.3 M) HIGHER THAN THE TRACKS.
 MK1229
 MK1229                          STATION RECOVERY (1997)
 MK1229
 MK1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (LB)
 MK1229'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0888 ***********************************************************************
 MK0888  DESIGNATION -  A 131
 MK0888  PID         -  MK0888
 MK0888  STATE/COUNTY-  NE/DODGE
 MK0888  USGS QUAD   -  FREMONT WEST (1983)
 MK0888
 MK0888                         *CURRENT SURVEY CONTROL
 MK0888  ___________________________________________________________________
 MK0888* NAD 83(1986)-  41 26 15.     (N)    096 31 17.     (W)     SCALED    
 MK0888* NAVD 88     -       367.875  (meters)    1206.94   (feet)  ADJUSTED  
 MK0888  ___________________________________________________________________
 MK0888  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 MK0888  DYNAMIC HT  -         367.708 (meters)    1206.39  (feet)  COMP
 MK0888  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 MK0888
 MK0888  VERT ORDER  -  SECOND    CLASS 0
 MK0888
 MK0888.The horizontal coordinates were scaled from a topographic map and have
 MK0888.an estimated accuracy of +/- 6 seconds.
 MK0888
 MK0888.The orthometric height was determined by differential leveling
 MK0888.and adjusted by the National Geodetic Survey in June 1991..
 MK0888
 MK0888.The geoid height was determined by GEOID03.
 MK0888
 MK0888.The dynamic height is computed by dividing the NAVD 88
 MK0888.geopotential number by the normal gravity value computed on the
 MK0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0888.degrees latitude (g = 980.6199 gals.).
 MK0888
 MK0888.The modeled gravity was interpolated from observed gravity values.
 MK0888
 MK0888;                    North         East    Units  Estimated Accuracy
 MK0888;SPC NE       -   183,950.      790,550.      MT  (+/- 180 meters Scaled)
 MK0888
 MK0888                          SUPERSEDED SURVEY CONTROL
 MK0888
 MK0888  NGVD 29 (??/??/92)  367.727  (m)         1206.45   (f) ADJ UNCH    2 0
 MK0888
 MK0888.Superseded values are not recommended for survey control.
 MK0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0888.See file dsdata.txt to determine how the superseded data were derived.
 MK0888
 MK0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL070902(NAD 83)
 MK0888_MARKER: DB = BENCH MARK DISK
 MK0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0888_STAMPING: A 131 1935
 MK0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0888+STABILITY: SURFACE MOTION
 MK0888
 MK0888  HISTORY     - Date     Condition        Report By
 MK0888  HISTORY     - 1935     MONUMENTED       CGS
 MK0888  HISTORY     - 1968     MARK NOT FOUND   NGS
 MK0888
 MK0888                          STATION DESCRIPTION
 MK0888
 MK0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MK0888'1.5 MI W FROM FREMONT.
 MK0888'1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0888'AT FREMONT, DODGE COUNTY, 0.25 MILE EAST OF MILEPOST 41, AT A
 MK0888'ROAD CROSSING, 90 FEET NORTHWEST OF THE CENTER OF THE CROSSING,
 MK0888'31.2 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TRACK.  A
 MK0888'STANDARD DISK, STAMPED A 131 1935 AND SET IN THE TOP OF A CONCRETE
 MK0888'POST.  NOTE-- ALL INDICATIONS FROM OLD TIES SHOW THE MARK MUST
 MK0888'BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1093 ***********************************************************************
 MK1093  DESIGNATION -  A 133
 MK1093  PID         -  MK1093
 MK1093  STATE/COUNTY-  NE/COLFAX
 MK1093  USGS QUAD   -  DODGE (1966)
 MK1093
 MK1093                         *CURRENT SURVEY CONTROL
 MK1093  ___________________________________________________________________
 MK1093* NAD 83(1986)-  41 43 40.     (N)    096 54 03.     (W)     SCALED    
 MK1093* NAVD 88     -       430.272  (meters)    1411.65   (feet)  ADJUSTED  
 MK1093  ___________________________________________________________________
 MK1093  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 MK1093  DYNAMIC HT  -         430.101 (meters)    1411.09  (feet)  COMP
 MK1093  MODELED GRAV-     980,212.9   (mgal)                       NAVD 88
 MK1093
 MK1093  VERT ORDER  -  SECOND    CLASS 0
 MK1093
 MK1093.The horizontal coordinates were scaled from a topographic map and have
 MK1093.an estimated accuracy of +/- 6 seconds.
 MK1093
 MK1093.The orthometric height was determined by differential leveling
 MK1093.and adjusted by the National Geodetic Survey in June 1991..
 MK1093
 MK1093.The geoid height was determined by GEOID03.
 MK1093
 MK1093.The dynamic height is computed by dividing the NAVD 88
 MK1093.geopotential number by the normal gravity value computed on the
 MK1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1093.degrees latitude (g = 980.6199 gals.).
 MK1093
 MK1093.The modeled gravity was interpolated from observed gravity values.
 MK1093
 MK1093;                    North         East    Units  Estimated Accuracy
 MK1093;SPC NE       -   214,950.      757,720.      MT  (+/- 180 meters Scaled)
 MK1093
 MK1093                          SUPERSEDED SURVEY CONTROL
 MK1093
 MK1093  NGVD 29 (??/??/92)  430.105  (m)         1411.10   (f) ADJ UNCH    2 0
 MK1093
 MK1093.Superseded values are not recommended for survey control.
 MK1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1093.See file dsdata.txt to determine how the superseded data were derived.
 MK1093
 MK1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM745216(NAD 83)
 MK1093_MARKER: DB = BENCH MARK DISK
 MK1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1093_STAMPING: A-133-1935
 MK1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1093+STABILITY: SURFACE MOTION
 MK1093
 MK1093  HISTORY     - Date     Condition        Report By
 MK1093  HISTORY     - 1935     MONUMENTED       CGS
 MK1093  HISTORY     - 1965     MARK NOT FOUND   NGS
 MK1093
 MK1093                          STATION DESCRIPTION
 MK1093
 MK1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1093'1.1 MI NW FROM DODGE.
 MK1093'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER
 MK1093'AND HUMPHREY, 131 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 MK1093'CROSSING, 40 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO.
 MK1093'91, 26.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 4 FEET SOUTH OF
 MK1093'HIGHWAY RIGHT OF WAY FENCE, LEVEL WITH THE TRACK.  NOTE-- RAILROAD
 MK1093'TRACK HAS BEEN REMOVED.  LOCATION OF BM IS NOW UNDER CULTIVATION.
 MK1093
 MK1093                          STATION RECOVERY (1965)
 MK1093
 MK1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MK1093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0939 ***********************************************************************
 MK0939  DESIGNATION -  A 134
 MK0939  PID         -  MK0939
 MK0939  STATE/COUNTY-  NE/SAUNDERS
 MK0939  USGS QUAD   -  WAHOO EAST (1983)
 MK0939
 MK0939                         *CURRENT SURVEY CONTROL
 MK0939  ___________________________________________________________________
 MK0939* NAD 83(1986)-  41 14 51.     (N)    096 36 35.     (W)     SCALED    
 MK0939* NAVD 88     -       367.741  (meters)    1206.50   (feet)  ADJUSTED  
 MK0939  ___________________________________________________________________
 MK0939  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 MK0939  DYNAMIC HT  -         367.566 (meters)    1205.92  (feet)  COMP
 MK0939  MODELED GRAV-     980,138.9   (mgal)                       NAVD 88
 MK0939
 MK0939  VERT ORDER  -  SECOND    CLASS 0
 MK0939
 MK0939.The horizontal coordinates were scaled from a topographic map and have
 MK0939.an estimated accuracy of +/- 6 seconds.
 MK0939
 MK0939.The orthometric height was determined by differential leveling
 MK0939.and adjusted by the National Geodetic Survey in June 1991..
 MK0939
 MK0939.The geoid height was determined by GEOID03.
 MK0939
 MK0939.The dynamic height is computed by dividing the NAVD 88
 MK0939.geopotential number by the normal gravity value computed on the
 MK0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0939.degrees latitude (g = 980.6199 gals.).
 MK0939
 MK0939.The modeled gravity was interpolated from observed gravity values.
 MK0939
 MK0939;                    North         East    Units  Estimated Accuracy
 MK0939;SPC NE       -   162,580.      784,010.      MT  (+/- 180 meters Scaled)
 MK0939
 MK0939                          SUPERSEDED SURVEY CONTROL
 MK0939
 MK0939  NGVD 29 (??/??/92)  367.594  (m)         1206.01   (f) ADJ UNCH    2 0
 MK0939
 MK0939.Superseded values are not recommended for survey control.
 MK0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0939.See file dsdata.txt to determine how the superseded data were derived.
 MK0939
 MK0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL002689(NAD 83)
 MK0939_MARKER: DB = BENCH MARK DISK
 MK0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0939_STAMPING: A 134 1935
 MK0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0939+STABILITY: SURFACE MOTION
 MK0939
 MK0939  HISTORY     - Date     Condition        Report By
 MK0939  HISTORY     - 1935     MONUMENTED       CGS
 MK0939  HISTORY     - 1950     GOOD             NGS
 MK0939  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MK0939
 MK0939                          STATION DESCRIPTION
 MK0939
 MK0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0939'2.4 MI N FROM WAHOO.
 MK0939'2.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0939'FROM THE STATION AT WAHOO, 20 RAILS SOUTH OF A ROAD CROSSING,
 MK0939'45 FEET EAST OF THE EAST RAIL, 23 FEET NORTH OF MILEPOST 20,
 MK0939'3 FEET WEST OF THE RIGHT OF WAY FENCE, SET IN THE TOP OF A
 MK0939'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK0939
 MK0939                          STATION RECOVERY (1984)
 MK0939
 MK0939'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0668 ***********************************************************************
 LG0668  DESIGNATION -  A 135
 LG0668  PID         -  LG0668
 LG0668  STATE/COUNTY-  NE/CLAY
 LG0668  USGS QUAD   -  STOCKHAM (1969)
 LG0668
 LG0668                         *CURRENT SURVEY CONTROL
 LG0668  ___________________________________________________________________
 LG0668* NAD 83(1986)-  40 37 34.     (N)    097 59 42.     (W)     SCALED    
 LG0668* NAVD 88     -       540.050  (meters)    1771.81   (feet)  ADJUSTED  
 LG0668  ___________________________________________________________________
 LG0668  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 LG0668  DYNAMIC HT  -         539.753 (meters)    1770.84  (feet)  COMP
 LG0668  MODELED GRAV-     980,057.9   (mgal)                       NAVD 88
 LG0668
 LG0668  VERT ORDER  -  SECOND    CLASS 0
 LG0668
 LG0668.The horizontal coordinates were scaled from a topographic map and have
 LG0668.an estimated accuracy of +/- 6 seconds.
 LG0668
 LG0668.The orthometric height was determined by differential leveling
 LG0668.and adjusted by the National Geodetic Survey in June 1991..
 LG0668
 LG0668.The geoid height was determined by GEOID03.
 LG0668
 LG0668.The dynamic height is computed by dividing the NAVD 88
 LG0668.geopotential number by the normal gravity value computed on the
 LG0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0668.degrees latitude (g = 980.6199 gals.).
 LG0668
 LG0668.The modeled gravity was interpolated from observed gravity values.
 LG0668
 LG0668;                    North         East    Units  Estimated Accuracy
 LG0668;SPC NE       -    89,990.      669,590.      MT  (+/- 180 meters Scaled)
 LG0668
 LG0668                          SUPERSEDED SURVEY CONTROL
 LG0668
 LG0668  NGVD 29 (??/??/92)  539.838  (m)         1771.12   (f) ADJ UNCH    2 0
 LG0668
 LG0668.Superseded values are not recommended for survey control.
 LG0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0668.See file dsdata.txt to determine how the superseded data were derived.
 LG0668
 LG0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK849977(NAD 83)
 LG0668_MARKER: DB = BENCH MARK DISK
 LG0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0668_STAMPING: A 135 1935
 LG0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0668+STABILITY: SURFACE MOTION
 LG0668
 LG0668  HISTORY     - Date     Condition        Report By
 LG0668  HISTORY     - 1935     MONUMENTED       CGS
 LG0668  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0668
 LG0668                          STATION DESCRIPTION
 LG0668
 LG0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0668'4 MI S FROM ELDORADO.
 LG0668'4.0 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 LG0668'AT ELDORADO, CLAY COUNTY, AT THE JUNCTION OF A ROAD LEADING
 LG0668'TO A FARMHOUSE, 38 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LG0668'26 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 3.5 FEET
 LG0668'SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED A 135 1935
 LG0668'AND SET IN THE TOP OF A CONCRETE POST.
 LG0668
 LG0668                          STATION RECOVERY (1967)
 LG0668
 LG0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1529 ***********************************************************************
 MK1529  DESIGNATION -  A 136
 MK1529  PID         -  MK1529
 MK1529  STATE/COUNTY-  NE/POLK
 MK1529  USGS QUAD   -  DURANT (1965)
 MK1529
 MK1529                         *CURRENT SURVEY CONTROL
 MK1529  ___________________________________________________________________
 MK1529* NAD 83(1986)-  41 05 02.     (N)    097 43 32.     (W)     SCALED    
 MK1529* NAVD 88     -       523.167  (meters)    1716.42   (feet)  ADJUSTED  
 MK1529  ___________________________________________________________________
 MK1529  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 MK1529  DYNAMIC HT  -         522.902 (meters)    1715.55  (feet)  COMP
 MK1529  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 MK1529
 MK1529  VERT ORDER  -  SECOND    CLASS 0
 MK1529
 MK1529.The horizontal coordinates were scaled from a topographic map and have
 MK1529.an estimated accuracy of +/- 6 seconds.
 MK1529
 MK1529.The orthometric height was determined by differential leveling
 MK1529.and adjusted by the National Geodetic Survey in June 1991..
 MK1529
 MK1529.The geoid height was determined by GEOID03.
 MK1529
 MK1529.The dynamic height is computed by dividing the NAVD 88
 MK1529.geopotential number by the normal gravity value computed on the
 MK1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1529.degrees latitude (g = 980.6199 gals.).
 MK1529
 MK1529.The modeled gravity was interpolated from observed gravity values.
 MK1529
 MK1529;                    North         East    Units  Estimated Accuracy
 MK1529;SPC NE       -   141,360.      691,040.      MT  (+/- 180 meters Scaled)
 MK1529
 MK1529                          SUPERSEDED SURVEY CONTROL
 MK1529
 MK1529  NGVD 29 (??/??/92)  522.953  (m)         1715.72   (f) ADJ UNCH    2 0
 MK1529
 MK1529.Superseded values are not recommended for survey control.
 MK1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1529.See file dsdata.txt to determine how the superseded data were derived.
 MK1529
 MK1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL070488(NAD 83)
 MK1529_MARKER: DB = BENCH MARK DISK
 MK1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1529_STAMPING: A-136-1935
 MK1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1529+STABILITY: SURFACE MOTION
 MK1529
 MK1529  HISTORY     - Date     Condition        Report By
 MK1529  HISTORY     - 1935     MONUMENTED       CGS
 MK1529  HISTORY     - 20060316 MARK NOT FOUND   INDIV
 MK1529
 MK1529                          STATION DESCRIPTION
 MK1529
 MK1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1529'3.1 MI E FROM POLK.
 MK1529'3.1 MILES EAST OF U. P. RR. DEPOT.  ALONG THE UNION PACIFIC
 MK1529'RAILWAY BETWEEN STROMSBURG AND CENTRAL CITY, 177.8 FEET EAST
 MK1529'OF MILE POST NO. 60, 69.5 FEET NORTH OF THE NORTH RAIL OF THE
 MK1529'MAIN TRACK, 2.0 FEET SOUTH OF FENCE, ABOUT 2.0 FEET BELOW THE
 MK1529'LEVEL OF THE TRACK.
 MK1529
 MK1529                          STATION RECOVERY (2006)
 MK1529
 MK1529'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JLB)
 MK1529'THE MARK APPEARS TO BE REMOVED BY LOCAL FARMING OVER INTO THE RAIL
 MK1529'ROAD RIGHT-OF-WAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1298 ***********************************************************************
 MK1298  DESIGNATION -  A 137
 MK1298  PID         -  MK1298
 MK1298  STATE/COUNTY-  NE/BUTLER
 MK1298  USGS QUAD   -  GARRISON (1965)
 MK1298
 MK1298                         *CURRENT SURVEY CONTROL
 MK1298  ___________________________________________________________________
 MK1298* NAD 83(1986)-  41 13 40.     (N)    097 10 34.     (W)     SCALED    
 MK1298* NAVD 88     -       484.991  (meters)    1591.17   (feet)  ADJUSTED  
 MK1298  ___________________________________________________________________
 MK1298  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 MK1298  DYNAMIC HT  -         484.765 (meters)    1590.43  (feet)  COMP
 MK1298  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 MK1298
 MK1298  VERT ORDER  -  SECOND    CLASS 0
 MK1298
 MK1298.The horizontal coordinates were scaled from a topographic map and have
 MK1298.an estimated accuracy of +/- 6 seconds.
 MK1298
 MK1298.The orthometric height was determined by differential leveling
 MK1298.and adjusted by the National Geodetic Survey in June 1991..
 MK1298
 MK1298.The geoid height was determined by GEOID03.
 MK1298
 MK1298.The dynamic height is computed by dividing the NAVD 88
 MK1298.geopotential number by the normal gravity value computed on the
 MK1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1298.degrees latitude (g = 980.6199 gals.).
 MK1298
 MK1298.The modeled gravity was interpolated from observed gravity values.
 MK1298
 MK1298;                    North         East    Units  Estimated Accuracy
 MK1298;SPC NE       -   158,680.      736,650.      MT  (+/- 180 meters Scaled)
 MK1298
 MK1298                          SUPERSEDED SURVEY CONTROL
 MK1298
 MK1298  NGVD 29 (??/??/92)  484.818  (m)         1590.61   (f) ADJ UNCH    2 0
 MK1298
 MK1298.Superseded values are not recommended for survey control.
 MK1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1298.See file dsdata.txt to determine how the superseded data were derived.
 MK1298
 MK1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL528656(NAD 83)
 MK1298_MARKER: DB = BENCH MARK DISK
 MK1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1298_STAMPING: A-137-1935
 MK1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1298+STABILITY: SURFACE MOTION
 MK1298
 MK1298  HISTORY     - Date     Condition        Report By
 MK1298  HISTORY     - 1935     MONUMENTED       CGS
 MK1298
 MK1298                          STATION DESCRIPTION
 MK1298
 MK1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1298'3.2 MI SW FROM DAVID CITY.
 MK1298'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1298'AND YORK, 50.0 FEET SOUTHEAST OF THE CENTER OF CROSSING, 47 FEET
 MK1298'SOUTH OF THE SOUTH RAIL, 41.6 FEET SOUTHEAST OF THE CENTER LINE
 MK1298'OF DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0068 ***********************************************************************
 LH0068  DESIGNATION -  A 139
 LH0068  PID         -  LH0068
 LH0068  STATE/COUNTY-  NE/MERRICK
 LH0068  USGS QUAD   -  PHILLIPS (1962)
 LH0068
 LH0068                         *CURRENT SURVEY CONTROL
 LH0068  ___________________________________________________________________
 LH0068* NAD 83(1986)-  40 58 08.     (N)    098 14 45.     (W)     SCALED    
 LH0068* NAVD 88     -       550.388  (meters)    1805.73   (feet)  ADJUSTED  
 LH0068  ___________________________________________________________________
 LH0068  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 LH0068  DYNAMIC HT  -         550.100 (meters)    1804.79  (feet)  COMP
 LH0068  MODELED GRAV-     980,084.6   (mgal)                       NAVD 88
 LH0068
 LH0068  VERT ORDER  -  SECOND    CLASS 0
 LH0068
 LH0068.The horizontal coordinates were scaled from a topographic map and have
 LH0068.an estimated accuracy of +/- 6 seconds.
 LH0068
 LH0068.The orthometric height was determined by differential leveling
 LH0068.and adjusted by the National Geodetic Survey in June 1991..
 LH0068
 LH0068.The geoid height was determined by GEOID03.
 LH0068
 LH0068.The dynamic height is computed by dividing the NAVD 88
 LH0068.geopotential number by the normal gravity value computed on the
 LH0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0068.degrees latitude (g = 980.6199 gals.).
 LH0068
 LH0068.The modeled gravity was interpolated from observed gravity values.
 LH0068
 LH0068;                    North         East    Units  Estimated Accuracy
 LH0068;SPC NE       -   127,570.      647,600.      MT  (+/- 180 meters Scaled)
 LH0068
 LH0068                          SUPERSEDED SURVEY CONTROL
 LH0068
 LH0068  NGVD 29 (??/??/92)  550.146  (m)         1804.94   (f) ADJ UNCH    2 0
 LH0068
 LH0068.Superseded values are not recommended for survey control.
 LH0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0068.See file dsdata.txt to determine how the superseded data were derived.
 LH0068
 LH0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL634355(NAD 83)
 LH0068_MARKER: DB = BENCH MARK DISK
 LH0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0068_SP_SET: CONCRETE POST
 LH0068_STAMPING: A 139 1935
 LH0068_MARK LOGO: CGS   
 LH0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0068+STABILITY: SURFACE MOTION
 LH0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0068+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1988
 LH0068
 LH0068  HISTORY     - Date     Condition        Report By
 LH0068  HISTORY     - 1935     MONUMENTED       CGS
 LH0068  HISTORY     - 19880609 GOOD             NGS
 LH0068
 LH0068                          STATION DESCRIPTION
 LH0068
 LH0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0068'6 MI SW FROM CHAPMAN.
 LH0068'6.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0068'STATION AT CHAPMAN, MERRICK COUNTY, 10 FEET NORTHEAST OF MILEPOST
 LH0068'141, 65 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 30,
 LH0068'AND 51.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD
 LH0068'DISK, STAMPED A 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LH0068
 LH0068                          STATION RECOVERY (1988)
 LH0068
 LH0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LH0068'THE MARK WAS RECOVERED IN GOOD CONDITION, 0.16 KM (0.10 MI) EAST AND
 LH0068'SOUTH ALONG 9TH STREET, FROM THE POST OFFICE IN CHAPMAN, THEN RIGHT
 LH0068'AND SOUTHWEST ALONG U.S. HIGHWAY 30 FOR 9.82 KM (6.10 MI) TO THE MARK
 LH0068'ON THE RIGHT, 20.18 M (66.2 FT) NORTHEAST FROM RAILROAD MILEPOST 141,
 LH0068'WHICH IS ON THE SOUTHEAST SIDE OF 2 SETS OF TRACKS, 19.66 M (64.5 FT)
 LH0068'NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 15.70 M (51.5 FT)
 LH0068'SOUTHEAST FROM THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS, 0.3
 LH0068'M (1.0 FT) SOUTHEAST FROM A WITNESS POST, 0.9 M (3.0 FT) ABOVE THE
 LH0068'HIGHWAY AND IT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0419 ***********************************************************************
 LG0419  DESIGNATION -  A 14
 LG0419  PID         -  LG0419
 LG0419  STATE/COUNTY-  NE/SALINE
 LG0419  USGS QUAD   -  DORCHESTER (1964)
 LG0419
 LG0419                         *CURRENT SURVEY CONTROL
 LG0419  ___________________________________________________________________
 LG0419* NAD 83(1986)-  40 38 34.     (N)    097 06 11.     (W)     SCALED    
 LG0419* NAVD 88     -       451.722  (meters)    1482.02   (feet)  ADJUSTED  
 LG0419  ___________________________________________________________________
 LG0419  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 LG0419  DYNAMIC HT  -         451.472 (meters)    1481.20  (feet)  COMP
 LG0419  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 LG0419
 LG0419  VERT ORDER  -  FIRST     CLASS II
 LG0419
 LG0419.The horizontal coordinates were scaled from a topographic map and have
 LG0419.an estimated accuracy of +/- 6 seconds.
 LG0419
 LG0419.The orthometric height was determined by differential leveling
 LG0419.and adjusted by the National Geodetic Survey in May 1993..
 LG0419
 LG0419.The geoid height was determined by GEOID03.
 LG0419
 LG0419.The dynamic height is computed by dividing the NAVD 88
 LG0419.geopotential number by the normal gravity value computed on the
 LG0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0419.degrees latitude (g = 980.6199 gals.).
 LG0419
 LG0419.The modeled gravity was interpolated from observed gravity values.
 LG0419
 LG0419;                    North         East    Units  Estimated Accuracy
 LG0419;SPC NE       -    93,980.      744,940.      MT  (+/- 180 meters Scaled)
 LG0419
 LG0419                          SUPERSEDED SURVEY CONTROL
 LG0419
 LG0419  NAVD 88 (06/15/91)  451.741  (m)         1482.09   (f) UNKNOWN     1 2
 LG0419  NGVD 29 (??/??/92)  451.580  (m)         1481.56   (f) ADJ UNCH    1 2
 LG0419
 LG0419.Superseded values are not recommended for survey control.
 LG0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0419.See file dsdata.txt to determine how the superseded data were derived.
 LG0419
 LG0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL603008(NAD 83)
 LG0419_MARKER: DB = BENCH MARK DISK
 LG0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0419_SP_SET: CONCRETE POST
 LG0419_STAMPING: A 14 1933 1481.355
 LG0419_MARK LOGO: CGS   
 LG0419_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0419+STABILITY: SURFACE MOTION
 LG0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0419+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0419
 LG0419  HISTORY     - Date     Condition        Report By
 LG0419  HISTORY     - 1933     MONUMENTED       CGS
 LG0419  HISTORY     - 1961     GOOD             NGS
 LG0419  HISTORY     - 19911008 GOOD             NGS
 LG0419
 LG0419                          STATION DESCRIPTION
 LG0419
 LG0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0419'0.7 MI E FROM DORCHESTER.
 LG0419'0.7 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0419'FROM THE STATION AT DORCHESTER, 0.3 MILE WEST OF MILEPOST 87,
 LG0419'13 1/2 RAILS WEST OF A SEMAPHORE, 92.3 FEET SOUTHEAST OF A
 LG0419'CROSSING, 27.8 FEET SOUTH OF THE SOUTH RAIL, 23.6 FEET SOUTHEAST
 LG0419'OF A TELEPHONE POLE WITH TWO GUY WIRES, 1.4 FEET WEST OF A METAL
 LG0419'WITNESS POST WITH SIGN, 1 FOOT LOWER THAN THE TRACKS, SET IN TOP
 LG0419'OF A SQUARE CONCRETE POST FLUSH.
 LG0419
 LG0419                          STATION RECOVERY (1991)
 LG0419
 LG0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0419'12.5 KM (7.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0419'IN CRETE, 42.6 M (139.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 26.8 M
 LG0419'(87.9 FT) WEST OF UTILITY POLE NUMBER 9, 23.5 M (77.1 FT) EAST OF THE
 LG0419'CENTER OF COUNTY ROAD 1500, 8.5 M (27.9 FT) SOUTH OF THE NEAR RAIL OF
 LG0419'THE BURLINGTON NORTHERN RAILROAD, 7.1 M (23.3 FT) EAST OF A UTILITY
 LG0419'POLE WITH 2 GUY CABLES, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 LG0419'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 LG0419'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1211 ***********************************************************************
 NM1211  DESIGNATION -  A 141
 NM1211  PID         -  NM1211
 NM1211  STATE/COUNTY-  NE/STANTON
 NM1211  USGS QUAD   -  PILGER (1963)
 NM1211
 NM1211                         *CURRENT SURVEY CONTROL
 NM1211  ___________________________________________________________________
 NM1211* NAD 83(1986)-  42 00 37.     (N)    097 01 10.     (W)     SCALED    
 NM1211* NAVD 88     -       426.579  (meters)    1399.53   (feet)  ADJUSTED  
 NM1211  ___________________________________________________________________
 NM1211  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 NM1211  DYNAMIC HT  -         426.425 (meters)    1399.03  (feet)  COMP
 NM1211  MODELED GRAV-     980,248.0   (mgal)                       NAVD 88
 NM1211
 NM1211  VERT ORDER  -  SECOND    CLASS 0
 NM1211
 NM1211.The horizontal coordinates were scaled from a topographic map and have
 NM1211.an estimated accuracy of +/- 6 seconds.
 NM1211
 NM1211.The orthometric height was determined by differential leveling
 NM1211.and adjusted by the National Geodetic Survey in June 1991..
 NM1211
 NM1211.The geoid height was determined by GEOID03.
 NM1211
 NM1211.The dynamic height is computed by dividing the NAVD 88
 NM1211.geopotential number by the normal gravity value computed on the
 NM1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1211.degrees latitude (g = 980.6199 gals.).
 NM1211
 NM1211.The modeled gravity was interpolated from observed gravity values.
 NM1211
 NM1211;                    North         East    Units  Estimated Accuracy
 NM1211;SPC NE       -   245,950.      746,780.      MT  (+/- 180 meters Scaled)
 NM1211
 NM1211                          SUPERSEDED SURVEY CONTROL
 NM1211
 NM1211  NGVD 29 (??/??/92)  426.420  (m)         1399.01   (f) ADJ UNCH    2 0
 NM1211
 NM1211.Superseded values are not recommended for survey control.
 NM1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1211.See file dsdata.txt to determine how the superseded data were derived.
 NM1211
 NM1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM640528(NAD 83)
 NM1211_MARKER: DB = BENCH MARK DISK
 NM1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1211_STAMPING: A 141 1935
 NM1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1211+STABILITY: SURFACE MOTION
 NM1211
 NM1211  HISTORY     - Date     Condition        Report By
 NM1211  HISTORY     - 1935     MONUMENTED       CGS
 NM1211
 NM1211                          STATION DESCRIPTION
 NM1211
 NM1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1211'1.8 MI E FROM PILGER.
 NM1211'1.8 MI E ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NM1211'STATION AT PILGER, STANTON COUNTY, 600 FT NE OF MILEPOST 58, 53.5
 NM1211'FT NW OF THE CENTER OF A ROAD CROSSING, 45.5 FT N OF THE N RAIL,
 NM1211'AND 19 FT W OF THE CENTER LINE OF A DIRT ROAD LEADING TO A
 NM1211'FARMHOUSE.  A STANDARD DISK, STAMPED A 141 1935 AND SET IN THE TOP
 NM1211'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0652 ***********************************************************************
 LG0652  DESIGNATION -  A 15
 LG0652  PID         -  LG0652
 LG0652  STATE/COUNTY-  NE/CLAY
 LG0652  USGS QUAD   -  SUTTON (1969)
 LG0652
 LG0652                         *CURRENT SURVEY CONTROL
 LG0652  ___________________________________________________________________
 LG0652* NAD 83(1986)-  40 36 23.     (N)    097 51 41.     (W)     SCALED    
 LG0652* NAVD 88     -       512.394  (meters)    1681.08   (feet)  ADJUSTED  
 LG0652  ___________________________________________________________________
 LG0652  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 LG0652  DYNAMIC HT  -         512.112 (meters)    1680.15  (feet)  COMP
 LG0652  MODELED GRAV-     980,058.6   (mgal)                       NAVD 88
 LG0652
 LG0652  VERT ORDER  -  FIRST     CLASS II
 LG0652
 LG0652.The horizontal coordinates were scaled from a topographic map and have
 LG0652.an estimated accuracy of +/- 6 seconds.
 LG0652
 LG0652.The orthometric height was determined by differential leveling
 LG0652.and adjusted by the National Geodetic Survey in June 1991..
 LG0652
 LG0652.The geoid height was determined by GEOID03.
 LG0652
 LG0652.The dynamic height is computed by dividing the NAVD 88
 LG0652.geopotential number by the normal gravity value computed on the
 LG0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0652.degrees latitude (g = 980.6199 gals.).
 LG0652
 LG0652.The modeled gravity was interpolated from observed gravity values.
 LG0652
 LG0652;                    North         East    Units  Estimated Accuracy
 LG0652;SPC NE       -    88,070.      680,940.      MT  (+/- 180 meters Scaled)
 LG0652
 LG0652                          SUPERSEDED SURVEY CONTROL
 LG0652
 LG0652  NGVD 29 (??/??/92)  512.197  (m)         1680.43   (f) ADJ UNCH    1 2
 LG0652
 LG0652.Superseded values are not recommended for survey control.
 LG0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0652.See file dsdata.txt to determine how the superseded data were derived.
 LG0652
 LG0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK963956(NAD 83)
 LG0652_MARKER: DB = BENCH MARK DISK
 LG0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0652_SP_SET: CONCRETE POST
 LG0652_STAMPING: A 15 1933 1680.420
 LG0652_MARK LOGO: CGS   
 LG0652_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0652+STABILITY: SURFACE MOTION
 LG0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0652+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0652
 LG0652  HISTORY     - Date     Condition        Report By
 LG0652  HISTORY     - 1933     MONUMENTED       CGS
 LG0652  HISTORY     - 1934     GOOD             NGS
 LG0652  HISTORY     - 19911008 GOOD             NGS
 LG0652
 LG0652                          STATION DESCRIPTION
 LG0652
 LG0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LG0652'AT SUTTON.
 LG0652'AT SUTTON, CLAY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0652'RAILROAD, 275 FEET WEST OF THE WEST FACE OF THE STATION, 280
 LG0652'FEET EAST OF MILEPOST 128, 39 FEET SOUTH OF THE CENTERLINE OF
 LG0652'THE MAIN TRACK, AT THE WATER TANK, 6 FEET SOUTH AND 3 FEET
 LG0652'EAST OF THE SOUTH ONE OF THE TWO EAST CONCRETE FOUNDATION PIERS,
 LG0652'AND 5.6 FEET WEST OF THE POINT OF A SWITCH.  A STANDARD DISK,
 LG0652'STAMPED 1680.420 A 15 1933 AND SET IN THE TOP OF A CONCRETE
 LG0652'POST PROJECTING 3 INCHES ABOVE GROUND.
 LG0652
 LG0652                          STATION RECOVERY (1991)
 LG0652
 LG0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0652'0.1 KM (0.05 MI) WESTERLY ALONG EAST FOREST STREET FROM THE POST
 LG0652'OFFICE IN SUTTON, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG SOUTH
 LG0652'SAUNDERS AVENUE, THENCE 0.2 KM (0.10 MI) SOUTHWESTERLY ALONG THE
 LG0652'BURLINGTON NORTHERN RAILROAD, 87.5 M (287.1 FT) NORTHEAST OF THE
 LG0652'CENTER OF SOUTH JAMES AVENUE, 21.4 M (70.2 FT) NORTHWEST OF UTILITY
 LG0652'POLE NUMBER 21, 16.5 M (54.1 FT) SOUTHWEST OF A SWITCH STAND, 11.0 M
 LG0652'(36.1 FT) SOUTHEAST OF THE NEAR RAIL OF THE MAIN TRACK, 4.1 M (13.5
 LG0652'FT) NORTHWEST OF THE NEAR RAIL OF A SIDE TRACK, 0.3 M (1.0 FT) BELOW
 LG0652'THE LEVEL OF THE MAIN TRACK, 0.2 M (0.7 FT) NORTHWEST OF A WITNESS
 LG0652'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 LG0652'SURFACE.  NOTE--THE MONUMENT HAS BEEN CHIPPED ON ALL SIDES, BUT IT IS
 LG0652'SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LK0060 ***********************************************************************
 LK0060  DESIGNATION -  A 158
 LK0060  PID         -  LK0060
 LK0060  STATE/COUNTY-  NE/CHASE
 LK0060  USGS QUAD   -  AMHERST SE (1971)
 LK0060
 LK0060                         *CURRENT SURVEY CONTROL
 LK0060  ___________________________________________________________________
 LK0060* NAD 83(1986)-  40 34 53.     (N)    102 00 26.     (W)     SCALED    
 LK0060* NAVD 88     -      1077.713  (meters)    3535.80   (feet)  ADJUSTED  
 LK0060  ___________________________________________________________________
 LK0060  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 LK0060  DYNAMIC HT  -        1076.955 (meters)    3533.31  (feet)  COMP
 LK0060  MODELED GRAV-     979,884.8   (mgal)                       NAVD 88
 LK0060
 LK0060  VERT ORDER  -  SECOND    CLASS 0
 LK0060
 LK0060.The horizontal coordinates were scaled from a topographic map and have
 LK0060.an estimated accuracy of +/- 6 seconds.
 LK0060
 LK0060.The orthometric height was determined by differential leveling
 LK0060.and adjusted by the National Geodetic Survey in June 1991..
 LK0060
 LK0060.The geoid height was determined by GEOID03.
 LK0060
 LK0060.The dynamic height is computed by dividing the NAVD 88
 LK0060.geopotential number by the normal gravity value computed on the
 LK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0060.degrees latitude (g = 980.6199 gals.).
 LK0060
 LK0060.The modeled gravity was interpolated from observed gravity values.
 LK0060
 LK0060;                    North         East    Units  Estimated Accuracy
 LK0060;SPC NE       -    85,030.      330,110.      MT  (+/- 180 meters Scaled)
 LK0060
 LK0060                          SUPERSEDED SURVEY CONTROL
 LK0060
 LK0060  NGVD 29 (??/??/92) 1077.268  (m)         3534.34   (f) ADJ UNCH    2 0
 LK0060
 LK0060.Superseded values are not recommended for survey control.
 LK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0060.See file dsdata.txt to determine how the superseded data were derived.
 LK0060
 LK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE533965(NAD 83)
 LK0060_MARKER: DB = BENCH MARK DISK
 LK0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0060_STAMPING: A 158 1934
 LK0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0060+STABILITY: SURFACE MOTION
 LK0060
 LK0060  HISTORY     - Date     Condition        Report By
 LK0060  HISTORY     - 1934     MONUMENTED       CGS
 LK0060  HISTORY     - 1968     MARK NOT FOUND   NGS
 LK0060
 LK0060                          STATION DESCRIPTION
 LK0060
 LK0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LK0060'15.8 MI E FROM HOLYOKE.
 LK0060'IN CHASE COUNTY, NEBRASKA, 15.8 MILES EAST ALONG U.S. HIGHWAY 6 FROM
 LK0060'THE COURTHOUSE IN HOLYOKE, PHILLIPS COUNTY, COLORADO.  AT A SECTION
 LK0060'CORNER AND A ROAD INTERSECTION, 39 FEET WEST OF THE CENTER LINE OF
 LK0060'THE ROAD LEADING SOUTH, 38 FEET SOUTH OF THE CENTER LINE OF THE
 LK0060'HIGHWAY, AND INSIDE OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK,
 LK0060'STAMPED A 158 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0207 ***********************************************************************
 LJ0207  DESIGNATION -  A 159
 LJ0207  PID         -  LJ0207
 LJ0207  STATE/COUNTY-  NE/HAYES
 LJ0207  USGS QUAD   -  HAMLET (1974)
 LJ0207
 LJ0207                         *CURRENT SURVEY CONTROL
 LJ0207  ___________________________________________________________________
 LJ0207* NAD 83(1986)-  40 22 40.     (N)    101 12 39.     (W)     SCALED    
 LJ0207* NAVD 88     -       858.663  (meters)    2817.13   (feet)  ADJUSTED  
 LJ0207  ___________________________________________________________________
 LJ0207  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 LJ0207  DYNAMIC HT  -         858.089 (meters)    2815.25  (feet)  COMP
 LJ0207  MODELED GRAV-     979,927.7   (mgal)                       NAVD 88
 LJ0207
 LJ0207  VERT ORDER  -  SECOND    CLASS 0
 LJ0207
 LJ0207.The horizontal coordinates were scaled from a topographic map and have
 LJ0207.an estimated accuracy of +/- 6 seconds.
 LJ0207
 LJ0207.The orthometric height was determined by differential leveling
 LJ0207.and adjusted by the National Geodetic Survey in June 1991..
 LJ0207
 LJ0207.The geoid height was determined by GEOID03.
 LJ0207
 LJ0207.The dynamic height is computed by dividing the NAVD 88
 LJ0207.geopotential number by the normal gravity value computed on the
 LJ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0207.degrees latitude (g = 980.6199 gals.).
 LJ0207
 LJ0207.The modeled gravity was interpolated from observed gravity values.
 LJ0207
 LJ0207;                    North         East    Units  Estimated Accuracy
 LJ0207;SPC NE       -    61,170.      397,190.      MT  (+/- 180 meters Scaled)
 LJ0207
 LJ0207                          SUPERSEDED SURVEY CONTROL
 LJ0207
 LJ0207  NGVD 29 (??/??/92)  858.321  (m)         2816.01   (f) ADJ UNCH    2 0
 LJ0207
 LJ0207.Superseded values are not recommended for survey control.
 LJ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0207.See file dsdata.txt to determine how the superseded data were derived.
 LJ0207
 LJ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK123720(NAD 83)
 LJ0207_MARKER: DB = BENCH MARK DISK
 LJ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0207_STAMPING: A-159 1934
 LJ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0207+STABILITY: SURFACE MOTION
 LJ0207
 LJ0207  HISTORY     - Date     Condition        Report By
 LJ0207  HISTORY     - 1934     MONUMENTED       CGS
 LJ0207
 LJ0207                          STATION DESCRIPTION
 LJ0207
 LJ0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0207'1.3 MI E FROM HAMLET.
 LJ0207'1.3 MILES EAST OF RAILROAD STATION AT HAMLET.  AT A RAILROAD
 LJ0207'BRIDGE 23.55 ON CHICAGO, BURLINGTON AND QUINCY RAILROAD, AND
 LJ0207'AT A CROSS ROAD.  1 FOOT EAST OF EAST END OF RAILROAD BRIDGE,
 LJ0207'AND 10 FEET SOUTH OF CENTER LINE OF TRACKS.  93 FEET NORTH AND
 LJ0207'66 FEET EAST OF U.S. GEOLOGICAL SURVEY STREAM GAGING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0544 ***********************************************************************
 LH0544  DESIGNATION -  A 16
 LH0544  PID         -  LH0544
 LH0544  STATE/COUNTY-  NE/BUFFALO
 LH0544  USGS QUAD   -  MILLER SW (1983)
 LH0544
 LH0544                         *CURRENT SURVEY CONTROL
 LH0544  ___________________________________________________________________
 LH0544* NAD 83(1986)-  40 51 01.     (N)    099 24 00.     (W)     SCALED    
 LH0544* NAVD 88     -       725.423  (meters)    2379.99   (feet)  ADJUSTED  
 LH0544  ___________________________________________________________________
 LH0544  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 LH0544  DYNAMIC HT  -         725.008 (meters)    2378.63  (feet)  COMP
 LH0544  MODELED GRAV-     980,027.6   (mgal)                       NAVD 88
 LH0544
 LH0544  VERT ORDER  -  FIRST     CLASS II
 LH0544
 LH0544.The horizontal coordinates were scaled from a topographic map and have
 LH0544.an estimated accuracy of +/- 6 seconds.
 LH0544
 LH0544.The orthometric height was determined by differential leveling
 LH0544.and adjusted by the National Geodetic Survey in June 1991..
 LH0544
 LH0544.The geoid height was determined by GEOID03.
 LH0544
 LH0544.The dynamic height is computed by dividing the NAVD 88
 LH0544.geopotential number by the normal gravity value computed on the
 LH0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0544.degrees latitude (g = 980.6199 gals.).
 LH0544
 LH0544.The modeled gravity was interpolated from observed gravity values.
 LH0544
 LH0544;                    North         East    Units  Estimated Accuracy
 LH0544;SPC NE       -   113,080.      550,580.      MT  (+/- 180 meters Scaled)
 LH0544
 LH0544                          SUPERSEDED SURVEY CONTROL
 LH0544
 LH0544  NGVD 29 (??/??/92)  725.160  (m)         2379.13   (f) ADJ UNCH    1 2
 LH0544
 LH0544.Superseded values are not recommended for survey control.
 LH0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0544.See file dsdata.txt to determine how the superseded data were derived.
 LH0544
 LH0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML662222(NAD 83)
 LH0544_MARKER: DB = BENCH MARK DISK
 LH0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0544_SP_SET: BUILDING
 LH0544_STAMPING: A 16 1933
 LH0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0544
 LH0544  HISTORY     - Date     Condition        Report By
 LH0544  HISTORY     - 1933     MONUMENTED       CGS
 LH0544  HISTORY     - 1967     GOOD             NGS
 LH0544
 LH0544                          STATION DESCRIPTION
 LH0544
 LH0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LH0544'10 MI NW FROM ELM CREEK.
 LH0544'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 183 IN
 LH0544'ELM CREEK, GO WEST ON U.S. HIGHWAY 30 FOR 0.3 MILE TO A CROSSROAD.
 LH0544'TURN RIGHT AND GO NORTH ON OLD U.S. HIGHWAY 183 FOR 9.7 MILES
 LH0544'TO THE MARK ON THE RIGHT.  IT IS ABOUT 1/2 MILES SOUTH OF A
 LH0544'SCHOOLHOUSE ON TOP OF A HILL, 300 YARDS SOUTH OF OLD ABANDONED
 LH0544'FARM BUILDINGS 38 FEET EAST OF THE CENTER OF OLD HIGHWAY, 10
 LH0544'FEET EAST OF A T-FENCE CORNER POST, 1.5 FEET SOUTH OF A 1/2
 LH0544'SECTION FENCE LINE, AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0242 ***********************************************************************
 MM0242  DESIGNATION -  A 160 RESET
 MM0242  PID         -  MM0242
 MM0242  STATE/COUNTY-  NE/KEITH
 MM0242  USGS QUAD   -  OGALLALA SW (1971)
 MM0242
 MM0242                         *CURRENT SURVEY CONTROL
 MM0242  ___________________________________________________________________
 MM0242* NAD 83(1986)-  41 05 48.     (N)    101 43 15.     (W)     SCALED    
 MM0242* NAVD 88     -      1006.48   (meters)    3302.1    (feet)  RESET     
 MM0242  ___________________________________________________________________
 MM0242  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 MM0242
 MM0242  VERT ORDER  -  THIRD
 MM0242
 MM0242.The horizontal coordinates were scaled from a topographic map and have
 MM0242.an estimated accuracy of +/- 6 seconds.
 MM0242
 MM0242.The orthometric height was computed from unverified reset data.
 MM0242
 MM0242.The geoid height was determined by GEOID03.
 MM0242
 MM0242;                    North         East    Units  Estimated Accuracy
 MM0242;SPC NE       -   141,700.      355,480.      MT  (+/- 180 meters Scaled)
 MM0242
 MM0242                          SUPERSEDED SURVEY CONTROL
 MM0242
 MM0242.No superseded survey control is available for this station.
 MM0242
 MM0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL714530(NAD 83)
 MM0242_MARKER: DV = VERTICAL CONTROL DISK
 MM0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0242_SP_SET: CONCRETE POST
 MM0242_STAMPING: A 160 RESET 1972
 MM0242_MARK LOGO: NGS   
 MM0242_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0242+STABILITY: SURFACE MOTION
 MM0242
 MM0242  HISTORY     - Date     Condition        Report By
 MM0242  HISTORY     - 1972     MONUMENTED       NGS
 MM0242  HISTORY     - 1986     GOOD             NGS
 MM0242  HISTORY     - 20040831 GOOD             NEDR
 MM0242
 MM0242                          STATION DESCRIPTION
 MM0242
 MM0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MM0242'1.9 MI S FROM OGALLALA.
 MM0242'TO REACH THE BENCH MARK FROM THE JUNCTION OF STATE HIGHWAY 61
 MM0242'AND INTERSTATE HIGHWAY 80 AT THE SOUTH SIDE OF OGALLALA, GO SOUTH
 MM0242'ON HIGHWAY 61 FOR 1.35 MILES TO A DRIVEWAY AND HOUSE ON THE LEFT
 MM0242'AND THE BENCH MARK ON THE RIGHT, 72 FEET WEST OF THE CENTER OF
 MM0242'HIGHWAY 61 AND DUE WEST OF THE DRIVEWAY TO THE FARM HOME, 3 FEET
 MM0242'NORTH OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A METAL WITNESS
 MM0242'POST.  THE BENCH MARK IS A STANDARD DISK STAMPED A 160 RESET 1972,
 MM0242'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 MM0242'FLUSH WITH THE GROUND SURFACE.
 MM0242
 MM0242                          STATION RECOVERY (1986)
 MM0242
 MM0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0242'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.
 MM0242
 MM0242                          STATION RECOVERY (2004)
 MM0242
 MM0242'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JA)
 MM0242'75.0 FEET (22.9 M) WEST OF CENTERLINE OF HIGHWAY 61, 1.2 FEET (0.4 M)
 MM0242'EAST OF WITNESS POST, 6.0 FEET (1.8 M) SOUTH OF SOUTHWEST CORNER OF
 MM0242'TPED, 20 FEET (6.1 M) NORTH OF CENTERLINE OF FARM DRIVE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0240 ***********************************************************************
 LJ0240  DESIGNATION -  A 162 RESET
 LJ0240  PID         -  LJ0240
 LJ0240  STATE/COUNTY-  NE/DUNDY
 LJ0240  USGS QUAD   -  OUGH (1973)
 LJ0240
 LJ0240                         *CURRENT SURVEY CONTROL
 LJ0240  ___________________________________________________________________
 LJ0240* NAD 83(1986)-  40 19 17.     (N)    101 31 55.     (W)     SCALED    
 LJ0240* NAVD 88     -      1022.06   (meters)    3353.2    (feet)  RESET     
 LJ0240  ___________________________________________________________________
 LJ0240  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 LJ0240
 LJ0240  VERT ORDER  -  THIRD
 LJ0240
 LJ0240.The horizontal coordinates were scaled from a topographic map and have
 LJ0240.an estimated accuracy of +/- 6 seconds.
 LJ0240
 LJ0240.The orthometric height was computed from unverified reset data.
 LJ0240
 LJ0240.The geoid height was determined by GEOID03.
 LJ0240
 LJ0240;                    North         East    Units  Estimated Accuracy
 LJ0240;SPC NE       -    55,340.      369,820.      MT  (+/- 180 meters Scaled)
 LJ0240
 LJ0240                          SUPERSEDED SURVEY CONTROL
 LJ0240
 LJ0240  NGVD 29 (??/??/??) 1021.67   (m)         3351.9    (f) RESET       3  
 LJ0240
 LJ0240.Superseded values are not recommended for survey control.
 LJ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0240.See file dsdata.txt to determine how the superseded data were derived.
 LJ0240
 LJ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK848665(NAD 83)
 LJ0240_MARKER: DB = BENCH MARK DISK
 LJ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0240_STAMPING: A 162 RESET 1962
 LJ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0240+STABILITY: SURFACE MOTION
 LJ0240
 LJ0240  HISTORY     - Date     Condition        Report By
 LJ0240  HISTORY     - 1962     MONUMENTED       NEDR
 LJ0240
 LJ0240                          STATION DESCRIPTION
 LJ0240
 LJ0240'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 LJ0240'9.1 MI S FROM ENDERS.
 LJ0240'9.1 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0240'BURLINGTON AND QUINCY RAILROAD STATION AT ENDERS, CHASE COUNTY,
 LJ0240'45 FEET NORTH OF THE CENTERLINE OF A CROSSROAD, AND 140 FEET
 LJ0240'WEST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 LJ0240'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0190 ***********************************************************************
 LJ0190  DESIGNATION -  A 163 RESET
 LJ0190  PID         -  LJ0190
 LJ0190  STATE/COUNTY-  NE/PERKINS
 LJ0190  USGS QUAD   -  GRAINTON (1973)
 LJ0190
 LJ0190                         *CURRENT SURVEY CONTROL
 LJ0190  ___________________________________________________________________
 LJ0190* NAD 83(1986)-  40 47 57.     (N)    101 17 05.     (W)     SCALED    
 LJ0190* NAVD 88     -       987.69   (meters)    3240.4    (feet)  RESET     
 LJ0190  ___________________________________________________________________
 LJ0190  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 LJ0190
 LJ0190  VERT ORDER  -  THIRD
 LJ0190
 LJ0190.The horizontal coordinates were scaled from a topographic map and have
 LJ0190.an estimated accuracy of +/- 6 seconds.
 LJ0190
 LJ0190.The orthometric height was computed from unverified reset data.
 LJ0190
 LJ0190.The geoid height was determined by GEOID03.
 LJ0190
 LJ0190;                    North         East    Units  Estimated Accuracy
 LJ0190;SPC NE       -   108,040.      391,620.      MT  (+/- 180 meters Scaled)
 LJ0190
 LJ0190                          SUPERSEDED SURVEY CONTROL
 LJ0190
 LJ0190  NGVD 29 (??/??/??)  987.29   (m)         3239.1    (f) RESET       3  
 LJ0190
 LJ0190.Superseded values are not recommended for survey control.
 LJ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0190.See file dsdata.txt to determine how the superseded data were derived.
 LJ0190
 LJ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL072189(NAD 83)
 LJ0190_MARKER: DB = BENCH MARK DISK
 LJ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0190_STAMPING: A 163 RESET 1940
 LJ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0190+STABILITY: SURFACE MOTION
 LJ0190
 LJ0190  HISTORY     - Date     Condition        Report By
 LJ0190  HISTORY     - 1940     MONUMENTED       NEDR
 LJ0190
 LJ0190                          STATION DESCRIPTION
 LJ0190
 LJ0190'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1940
 LJ0190'1.7 MI S FROM GRAINTON.
 LJ0190'1.7 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE CHICAGO, BURLINGTON
 LJ0190'AND QUINCY RAILROAD STATION AT GRAINTON, AT A CROSS ROAD, 42 FEET
 LJ0190'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 40 FEET NORTH OF THE
 LJ0190'CENTERLINE OF THE ROAD LEADING WEST.  SET IN THE TOP OF A
 LJ0190'CONCRETE POST.  60 FEET EAST AND 98 FEET NORTH OF THE ORIGINAL
 LJ0190'BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0676 ***********************************************************************
 LH0676  DESIGNATION -  A 166
 LH0676  PID         -  LH0676
 LH0676  STATE/COUNTY-  NE/PHELPS
 LH0676  USGS QUAD   -  HOLDREGE EAST (1970)
 LH0676
 LH0676                         *CURRENT SURVEY CONTROL
 LH0676  ___________________________________________________________________
 LH0676* NAD 83(1986)-  40 26 23.     (N)    099 22 14.     (W)     SCALED    
 LH0676* NAVD 88     -       711.195  (meters)    2333.31   (feet)  ADJUSTED  
 LH0676  ___________________________________________________________________
 LH0676  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 LH0676  DYNAMIC HT  -         710.756 (meters)    2331.87  (feet)  COMP
 LH0676  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 LH0676
 LH0676  VERT ORDER  -  SECOND    CLASS 0
 LH0676
 LH0676.The horizontal coordinates were scaled from a topographic map and have
 LH0676.an estimated accuracy of +/- 6 seconds.
 LH0676
 LH0676.The orthometric height was determined by differential leveling
 LH0676.and adjusted by the National Geodetic Survey in June 1991..
 LH0676
 LH0676.The geoid height was determined by GEOID03.
 LH0676
 LH0676.The dynamic height is computed by dividing the NAVD 88
 LH0676.geopotential number by the normal gravity value computed on the
 LH0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0676.degrees latitude (g = 980.6199 gals.).
 LH0676
 LH0676.The modeled gravity was interpolated from observed gravity values.
 LH0676
 LH0676;                    North         East    Units  Estimated Accuracy
 LH0676;SPC NE       -    67,520.      553,400.      MT  (+/- 180 meters Scaled)
 LH0676
 LH0676                          SUPERSEDED SURVEY CONTROL
 LH0676
 LH0676  NGVD 29 (??/??/92)  710.918  (m)         2332.40   (f) ADJ UNCH    2 0
 LH0676
 LH0676.Superseded values are not recommended for survey control.
 LH0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0676.See file dsdata.txt to determine how the superseded data were derived.
 LH0676
 LH0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK685766(NAD 83)
 LH0676_MARKER: DB = BENCH MARK DISK
 LH0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0676_STAMPING: A 166 1934
 LH0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0676+STABILITY: SURFACE MOTION
 LH0676
 LH0676  HISTORY     - Date     Condition        Report By
 LH0676  HISTORY     - 1934     MONUMENTED       CGS
 LH0676
 LH0676                          STATION DESCRIPTION
 LH0676
 LH0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0676'AT HOLDREGE.
 LH0676'AT HOLDREGE, PHELPS COUNTY, AT THE INTERSECTION OF SIXTH AVENUE
 LH0676'AND WEST AVENUE, 66 FEET SOUTH OF SIXTH AVENUE, 57 FEET EAST
 LH0676'OF THE CENTERLINE OF WEST AVENUE, AT THE COURTHOUSE, 99 FEET
 LH0676'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, AND IN THE
 LH0676'NORTHWEST CORNER OF THE LAWN.  A STANDARD DISK, STAMPED A 166
 LH0676'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0688 ***********************************************************************
 LH0688  DESIGNATION -  A 168
 LH0688  PID         -  LH0688
 LH0688  STATE/COUNTY-  NE/KEARNEY
 LH0688  USGS QUAD   -  AXTELL EAST (1970)
 LH0688
 LH0688                         *CURRENT SURVEY CONTROL
 LH0688  ___________________________________________________________________
 LH0688* NAD 83(1986)-  40 29 00.     (N)    099 05 04.     (W)     SCALED    
 LH0688* NAVD 88     -       674.675  (meters)    2213.50   (feet)  ADJUSTED  
 LH0688  ___________________________________________________________________
 LH0688  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 LH0688  DYNAMIC HT  -         674.265 (meters)    2212.15  (feet)  COMP
 LH0688  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 LH0688
 LH0688  VERT ORDER  -  SECOND    CLASS 0
 LH0688
 LH0688.The horizontal coordinates were scaled from a topographic map and have
 LH0688.an estimated accuracy of +/- 6 seconds.
 LH0688
 LH0688.The orthometric height was determined by differential leveling
 LH0688.and adjusted by the National Geodetic Survey in June 1991..
 LH0688
 LH0688.The geoid height was determined by GEOID03.
 LH0688
 LH0688.The dynamic height is computed by dividing the NAVD 88
 LH0688.geopotential number by the normal gravity value computed on the
 LH0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0688.degrees latitude (g = 980.6199 gals.).
 LH0688
 LH0688.The modeled gravity was interpolated from observed gravity values.
 LH0688
 LH0688;                    North         East    Units  Estimated Accuracy
 LH0688;SPC NE       -    72,580.      577,610.      MT  (+/- 180 meters Scaled)
 LH0688
 LH0688                          SUPERSEDED SURVEY CONTROL
 LH0688
 LH0688  NGVD 29 (??/??/92)  674.403  (m)         2212.60   (f) ADJ UNCH    2 0
 LH0688
 LH0688.Superseded values are not recommended for survey control.
 LH0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0688.See file dsdata.txt to determine how the superseded data were derived.
 LH0688
 LH0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK928814(NAD 83)
 LH0688_MARKER: DB = BENCH MARK DISK
 LH0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0688_STAMPING: A 168 1934
 LH0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0688+STABILITY: SURFACE MOTION
 LH0688
 LH0688  HISTORY     - Date     Condition        Report By
 LH0688  HISTORY     - 1934     MONUMENTED       CGS
 LH0688  HISTORY     - 1941     GOOD             NGS
 LH0688
 LH0688                          STATION DESCRIPTION
 LH0688
 LH0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LH0688'2.1 MI E FROM AXTELL.
 LH0688'2.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0688'FROM THE ROAD CROSSING ONE BLOCK EAST OF THE STATION AT AXTELL,
 LH0688'KEARNEY COUNTY, AT A ROAD CROSSING, 35 FEET WEST OF THE CENTERLINE
 LH0688'OF THE ROAD.  49 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LH0688'AND AT THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 44.
 LH0688'A STANDARD DISK, STAMPED A 168 1934 AND SET IN THE TOP OF A
 LH0688'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0342 ***********************************************************************
 LH0342  DESIGNATION -  A 169
 LH0342  PID         -  LH0342
 LH0342  STATE/COUNTY-  NE/FRANKLIN
 LH0342  USGS QUAD   -  FRANKLIN (1974)
 LH0342
 LH0342                         *CURRENT SURVEY CONTROL
 LH0342  ___________________________________________________________________
 LH0342* NAD 83(1986)-  40 06 03.     (N)    098 57 17.     (W)     SCALED    
 LH0342* NAVD 88     -       574.358  (meters)    1884.37   (feet)  ADJUSTED  
 LH0342  ___________________________________________________________________
 LH0342  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 LH0342  DYNAMIC HT  -         573.995 (meters)    1883.18  (feet)  COMP
 LH0342  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 LH0342
 LH0342  VERT ORDER  -  SECOND    CLASS 0
 LH0342
 LH0342.The horizontal coordinates were scaled from a topographic map and have
 LH0342.an estimated accuracy of +/- 6 seconds.
 LH0342
 LH0342.The orthometric height was determined by differential leveling
 LH0342.and adjusted by the National Geodetic Survey in June 1991..
 LH0342
 LH0342.The geoid height was determined by GEOID03.
 LH0342
 LH0342.The dynamic height is computed by dividing the NAVD 88
 LH0342.geopotential number by the normal gravity value computed on the
 LH0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0342.degrees latitude (g = 980.6199 gals.).
 LH0342
 LH0342.The modeled gravity was interpolated from observed gravity values.
 LH0342
 LH0342;                    North         East    Units  Estimated Accuracy
 LH0342;SPC NE       -    30,240.      589,120.      MT  (+/- 180 meters Scaled)
 LH0342
 LH0342                          SUPERSEDED SURVEY CONTROL
 LH0342
 LH0342  NGVD 29 (??/??/92)  574.114  (m)         1883.57   (f) ADJ UNCH    2 0
 LH0342
 LH0342.Superseded values are not recommended for survey control.
 LH0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0342.See file dsdata.txt to determine how the superseded data were derived.
 LH0342
 LH0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK038389(NAD 83)
 LH0342_MARKER: DB = BENCH MARK DISK
 LH0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0342_SP_SET: CONCRETE FOOTING
 LH0342_STAMPING: A 169 1933
 LH0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0342
 LH0342  HISTORY     - Date     Condition        Report By
 LH0342  HISTORY     - 1933     MONUMENTED       CGS
 LH0342
 LH0342                          STATION DESCRIPTION
 LH0342
 LH0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0342'AT FRANKLIN.
 LH0342'AT FRANKLIN, FRANKLIN COUNTY, AT THE CITY WATER TOWER, AND IN
 LH0342'THE TOP OF THE CONCRETE FOOTING OF THE SOUTHEAST SUPPORT.  A
 LH0342'STANDARD DISK, STAMPED A 169 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0672 ***********************************************************************
 ML0672  DESIGNATION -  A 17
 ML0672  PID         -  ML0672
 ML0672  STATE/COUNTY-  NE/CUSTER
 ML0672  USGS QUAD   -  WESTERVILLE (1974)
 ML0672
 ML0672                         *CURRENT SURVEY CONTROL
 ML0672  ___________________________________________________________________
 ML0672* NAD 83(1986)-  41 28 27.     (N)    099 23 09.     (W)     SCALED    
 ML0672* NAVD 88     -       742.561  (meters)    2436.22   (feet)  ADJUSTED  
 ML0672  ___________________________________________________________________
 ML0672  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 ML0672  DYNAMIC HT  -         742.179 (meters)    2434.97  (feet)  COMP
 ML0672  MODELED GRAV-     980,085.0   (mgal)                       NAVD 88
 ML0672
 ML0672  VERT ORDER  -  FIRST     CLASS II
 ML0672
 ML0672.The horizontal coordinates were scaled from a topographic map and have
 ML0672.an estimated accuracy of +/- 6 seconds.
 ML0672
 ML0672.The orthometric height was determined by differential leveling
 ML0672.and adjusted by the National Geodetic Survey in June 1991..
 ML0672
 ML0672.The geoid height was determined by GEOID03.
 ML0672
 ML0672.The dynamic height is computed by dividing the NAVD 88
 ML0672.geopotential number by the normal gravity value computed on the
 ML0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0672.degrees latitude (g = 980.6199 gals.).
 ML0672
 ML0672.The modeled gravity was interpolated from observed gravity values.
 ML0672
 ML0672;                    North         East    Units  Estimated Accuracy
 ML0672;SPC NE       -   182,360.      551,280.      MT  (+/- 180 meters Scaled)
 ML0672
 ML0672                          SUPERSEDED SURVEY CONTROL
 ML0672
 ML0672  NGVD 29 (??/??/92)  742.313  (m)         2435.41   (f) ADJ UNCH    1 2
 ML0672
 ML0672.Superseded values are not recommended for survey control.
 ML0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0672.See file dsdata.txt to determine how the superseded data were derived.
 ML0672
 ML0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML677914(NAD 83)
 ML0672_MARKER: DB = BENCH MARK DISK
 ML0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0672_STAMPING: A 17 1933
 ML0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0672+STABILITY: SURFACE MOTION
 ML0672
 ML0672  HISTORY     - Date     Condition        Report By
 ML0672  HISTORY     - 1933     MONUMENTED       CGS
 ML0672  HISTORY     - 1934     GOOD             LOCENG
 ML0672
 ML0672                          STATION DESCRIPTION
 ML0672
 ML0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 ML0672'11.9 MI S FROM SARGENT.
 ML0672'12.3 MILES NORTH OF ANSLEY, 0.5 MILE NORTH OF CROSS-ROAD LEADING
 ML0672'TO WEISSERT, NEBR.  IT IS 0.5 MILE NORTH OF WHITE HOUSE OF HWY.
 ML0672'OWNED BY S.D. HUNLBURT AND IS 0.3 MILE SOUTH OF WHITE HOUSE AND
 ML0672'RED BARN EAST OF HWY. OWNED BY J.H. HOHMAN.  IT IS 35 FT. WEST
 ML0672'OF HWY. 83, 2 FT. WEST OF FENCE AND 20 FT. SOUTH OF FENCE
 ML0672'CORNER.
 ML0672
 ML0672                          STATION RECOVERY (1934)
 ML0672
 ML0672'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1934
 ML0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0673 ***********************************************************************
 ML0673  DESIGNATION -  A 17 RESET
 ML0673  PID         -  ML0673
 ML0673  STATE/COUNTY-  NE/CUSTER
 ML0673  USGS QUAD   -  WESTERVILLE (1974)
 ML0673
 ML0673                         *CURRENT SURVEY CONTROL
 ML0673  ___________________________________________________________________
 ML0673* NAD 83(1986)-  41 28 27.     (N)    099 23 09.     (W)     SCALED    
 ML0673* NAVD 88     -       742.84   (meters)    2437.1    (feet)  RESET     
 ML0673  ___________________________________________________________________
 ML0673  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 ML0673
 ML0673  VERT ORDER  -  THIRD
 ML0673
 ML0673.The horizontal coordinates were scaled from a topographic map and have
 ML0673.an estimated accuracy of +/- 6 seconds.
 ML0673
 ML0673.The orthometric height was computed from unverified reset data.
 ML0673
 ML0673.The geoid height was determined by GEOID03.
 ML0673
 ML0673;                    North         East    Units  Estimated Accuracy
 ML0673;SPC NE       -   182,360.      551,280.      MT  (+/- 180 meters Scaled)
 ML0673
 ML0673                          SUPERSEDED SURVEY CONTROL
 ML0673
 ML0673  NGVD 29 (??/??/??)  742.59   (m)         2436.3    (f) RESET       3  
 ML0673
 ML0673.Superseded values are not recommended for survey control.
 ML0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0673.See file dsdata.txt to determine how the superseded data were derived.
 ML0673
 ML0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML677914(NAD 83)
 ML0673_MARKER: DB = BENCH MARK DISK
 ML0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0673_STAMPING: A 17 RESET 1960
 ML0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0673+STABILITY: SURFACE MOTION
 ML0673
 ML0673  HISTORY     - Date     Condition        Report By
 ML0673  HISTORY     - 1960     MONUMENTED       CGS
 ML0673
 ML0673                          STATION DESCRIPTION
 ML0673
 ML0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 ML0673'12.2 MI S FROM SARGENT.
 ML0673'ABOUT 12-1/4 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM SARGENT,
 ML0673'ABOUT 1/2 MILE NORTH OF A CROSSROAD LEADING TO WEISSERT, ABOUT
 ML0673'0.3 MILE SOUTH OF A HOUSE OWNED BY JAMES SLEGEL, 83 FEET WEST
 ML0673'OF THE CENTERLINE OF THE HIGHWAY, 101 FEET SOUTH OF A TELEPHONE
 ML0673'POLE, ONE FOOT EAST OF A RIGHT-OF-WAY MARKER IN LINE WITH THE
 ML0673'FENCE LINE AND SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH
 ML0673'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0305 ***********************************************************************
 LH0305  DESIGNATION -  A 170
 LH0305  PID         -  LH0305
 LH0305  STATE/COUNTY-  NE/WEBSTER
 LH0305  USGS QUAD   -  LAWRENCE (1969)
 LH0305
 LH0305                         *CURRENT SURVEY CONTROL
 LH0305  ___________________________________________________________________
 LH0305* NAD 83(1986)-  40 17 13.     (N)    098 21 50.     (W)     SCALED    
 LH0305* NAVD 88     -       594.395  (meters)    1950.11   (feet)  ADJUSTED  
 LH0305  ___________________________________________________________________
 LH0305  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 LH0305  DYNAMIC HT  -         594.035 (meters)    1948.93  (feet)  COMP
 LH0305  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 LH0305
 LH0305  VERT ORDER  -  SECOND    CLASS 0
 LH0305
 LH0305.The horizontal coordinates were scaled from a topographic map and have
 LH0305.an estimated accuracy of +/- 6 seconds.
 LH0305
 LH0305.The orthometric height was determined by differential leveling
 LH0305.and adjusted by the National Geodetic Survey in June 1991..
 LH0305
 LH0305.The geoid height was determined by GEOID03.
 LH0305
 LH0305.The dynamic height is computed by dividing the NAVD 88
 LH0305.geopotential number by the normal gravity value computed on the
 LH0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0305.degrees latitude (g = 980.6199 gals.).
 LH0305
 LH0305.The modeled gravity was interpolated from observed gravity values.
 LH0305
 LH0305;                    North         East    Units  Estimated Accuracy
 LH0305;SPC NE       -    51,680.      639,100.      MT  (+/- 180 meters Scaled)
 LH0305
 LH0305                          SUPERSEDED SURVEY CONTROL
 LH0305
 LH0305  NGVD 29 (??/??/92)  594.158  (m)         1949.33   (f) ADJ UNCH    2 0
 LH0305
 LH0305.Superseded values are not recommended for survey control.
 LH0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0305.See file dsdata.txt to determine how the superseded data were derived.
 LH0305
 LH0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK540598(NAD 83)
 LH0305_MARKER: DB = BENCH MARK DISK
 LH0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0305_SP_SET: WALL
 LH0305_STAMPING: A 170 1934
 LH0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0305
 LH0305  HISTORY     - Date     Condition        Report By
 LH0305  HISTORY     - 1934     MONUMENTED       CGS
 LH0305
 LH0305                          STATION DESCRIPTION
 LH0305
 LH0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0305'6.1 MI E FROM BLUE HILL.
 LH0305'6.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0305'FROM THE STATION AT BLUE HILL, WEBSTER COUNTY, AT ROSEMONT,
 LH0305'AT THE SOUTHWEST CORNER OF A BRICK BUILDING OWNED IN 1934 BY
 LH0305'MRS. L. CURE, IN THE BRICK WALL, 1 FOOT EAST OF THE MAIN
 LH0305'ENTRANCE, AND ABOUT 4 FEET ABOVE THE GROUND.  A STANDARD DISK,
 LH0305'STAMPED A 170 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0608 ***********************************************************************
 LG0608  DESIGNATION -  A 171
 LG0608  PID         -  LG0608
 LG0608  STATE/COUNTY-  NE/THAYER
 LG0608  USGS QUAD   -  HEBRON (1980)
 LG0608
 LG0608                         *CURRENT SURVEY CONTROL
 LG0608  ___________________________________________________________________
 LG0608* NAD 83(1986)-  40 14 56.     (N)    097 32 20.     (W)     SCALED    
 LG0608* NAVD 88     -       453.322  (meters)    1487.27   (feet)  ADJUSTED  
 LG0608  ___________________________________________________________________
 LG0608  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 LG0608  DYNAMIC HT  -         453.057 (meters)    1486.40  (feet)  COMP
 LG0608  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 LG0608
 LG0608  VERT ORDER  -  SECOND    CLASS 0
 LG0608
 LG0608.The horizontal coordinates were scaled from a topographic map and have
 LG0608.an estimated accuracy of +/- 6 seconds.
 LG0608
 LG0608.The orthometric height was determined by differential leveling
 LG0608.and adjusted by the National Geodetic Survey in June 1991..
 LG0608
 LG0608.The geoid height was determined by GEOID03.
 LG0608
 LG0608.The dynamic height is computed by dividing the NAVD 88
 LG0608.geopotential number by the normal gravity value computed on the
 LG0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0608.degrees latitude (g = 980.6199 gals.).
 LG0608
 LG0608.The modeled gravity was interpolated from observed gravity values.
 LG0608
 LG0608;                    North         East    Units  Estimated Accuracy
 LG0608;SPC NE       -    49,120.      709,350.      MT  (+/- 180 meters Scaled)
 LG0608
 LG0608                          SUPERSEDED SURVEY CONTROL
 LG0608
 LG0608  NGVD 29 (??/??/92)  453.147  (m)         1486.70   (f) ADJ UNCH    2 0
 LG0608
 LG0608.Superseded values are not recommended for survey control.
 LG0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0608.See file dsdata.txt to determine how the superseded data were derived.
 LG0608
 LG0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK242564(NAD 83)
 LG0608_MARKER: DB = BENCH MARK DISK
 LG0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0608_STAMPING: A 171 1934
 LG0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0608+STABILITY: SURFACE MOTION
 LG0608
 LG0608  HISTORY     - Date     Condition        Report By
 LG0608  HISTORY     - 1934     MONUMENTED       CGS
 LG0608  HISTORY     - 1958     MARK NOT FOUND   USGS
 LG0608
 LG0608                          STATION DESCRIPTION
 LG0608
 LG0608'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LG0608'1 MI E FROM BELVIDERE.
 LG0608'1.0 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0608'AT BELVIDERE, THAYER COUNTY, NEAR CULVERT 175+53, AT A ROAD
 LG0608'CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 15
 LG0608'FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 LG0608'A 171 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 LG0608'TRACK HAS BEEN RAISED AND THE MARK APPEARS TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0631 ***********************************************************************
 LG0631  DESIGNATION -  A 172
 LG0631  PID         -  LG0631
 LG0631  STATE/COUNTY-  NE/THAYER
 LG0631  USGS QUAD   -  BYRON (1960)
 LG0631
 LG0631                         *CURRENT SURVEY CONTROL
 LG0631  ___________________________________________________________________
 LG0631* NAD 83(1986)-  40 00 09.     (N)    097 45 54.     (W)     SCALED    
 LG0631* NAVD 88     -       510.238  (meters)    1674.01   (feet)  ADJUSTED  
 LG0631  ___________________________________________________________________
 LG0631  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 LG0631  DYNAMIC HT  -         509.944 (meters)    1673.04  (feet)  COMP
 LG0631  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 LG0631
 LG0631  VERT ORDER  -  SECOND    CLASS 0
 LG0631
 LG0631.The horizontal coordinates were scaled from a topographic map and have
 LG0631.an estimated accuracy of +/- 6 seconds.
 LG0631
 LG0631.The orthometric height was determined by differential leveling
 LG0631.and adjusted by the National Geodetic Survey in June 1991..
 LG0631
 LG0631.The geoid height was determined by GEOID03.
 LG0631
 LG0631.The dynamic height is computed by dividing the NAVD 88
 LG0631.geopotential number by the normal gravity value computed on the
 LG0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0631.degrees latitude (g = 980.6199 gals.).
 LG0631
 LG0631.The modeled gravity was interpolated from observed gravity values.
 LG0631
 LG0631;                    North         East    Units  Estimated Accuracy
 LG0631;SPC NE       -    21,250.      690,830.      MT  (+/- 180 meters Scaled)
 LG0631
 LG0631                          SUPERSEDED SURVEY CONTROL
 LG0631
 LG0631  NGVD 29 (??/??/92)  510.075  (m)         1673.47   (f) ADJ UNCH    2 0
 LG0631
 LG0631.Superseded values are not recommended for survey control.
 LG0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0631.See file dsdata.txt to determine how the superseded data were derived.
 LG0631
 LG0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK054287(NAD 83)
 LG0631_MARKER: DB = BENCH MARK DISK
 LG0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0631_STAMPING: A 172 1934
 LG0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0631+STABILITY: SURFACE MOTION
 LG0631
 LG0631  HISTORY     - Date     Condition        Report By
 LG0631  HISTORY     - 1934     MONUMENTED       CGS
 LG0631
 LG0631                          STATION DESCRIPTION
 LG0631
 LG0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0631'AT BYRON.
 LG0631'AT BYRON, THAYER COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0631'RAILROAD, 400 YARDS EAST OF THE STATION, 10 RAILS WEST OF A ROAD
 LG0631'CROSSING, AND 33 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.
 LG0631'A STANDARD DISK, STAMPED A 172 1934 AND SET IN THE TOP OF A CONCRETE
 LG0631'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0676 ***********************************************************************
 LG0676  DESIGNATION -  A 173
 LG0676  PID         -  LG0676
 LG0676  STATE/COUNTY-  NE/FILLMORE
 LG0676  USGS QUAD   -  GENEVA (1969)
 LG0676
 LG0676                         *CURRENT SURVEY CONTROL
 LG0676  ___________________________________________________________________
 LG0676* NAD 83(1986)-  40 31 18.     (N)    097 36 24.     (W)     SCALED    
 LG0676* NAVD 88     -       502.104  (meters)    1647.32   (feet)  ADJUSTED  
 LG0676  ___________________________________________________________________
 LG0676  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 LG0676  DYNAMIC HT  -         501.818 (meters)    1646.38  (feet)  COMP
 LG0676  MODELED GRAV-     980,041.3   (mgal)                       NAVD 88
 LG0676
 LG0676  VERT ORDER  -  SECOND    CLASS 0
 LG0676
 LG0676.The horizontal coordinates were scaled from a topographic map and have
 LG0676.an estimated accuracy of +/- 6 seconds.
 LG0676
 LG0676.The orthometric height was determined by differential leveling
 LG0676.and adjusted by the National Geodetic Survey in June 1991..
 LG0676
 LG0676.The geoid height was determined by GEOID03.
 LG0676
 LG0676.The dynamic height is computed by dividing the NAVD 88
 LG0676.geopotential number by the normal gravity value computed on the
 LG0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0676.degrees latitude (g = 980.6199 gals.).
 LG0676
 LG0676.The modeled gravity was interpolated from observed gravity values.
 LG0676
 LG0676;                    North         East    Units  Estimated Accuracy
 LG0676;SPC NE       -    79,230.      702,750.      MT  (+/- 180 meters Scaled)
 LG0676
 LG0676                          SUPERSEDED SURVEY CONTROL
 LG0676
 LG0676  NGVD 29 (??/??/92)  501.922  (m)         1646.72   (f) ADJ UNCH    2 0
 LG0676
 LG0676.Superseded values are not recommended for survey control.
 LG0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0676.See file dsdata.txt to determine how the superseded data were derived.
 LG0676
 LG0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK180865(NAD 83)
 LG0676_MARKER: DB = BENCH MARK DISK
 LG0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0676_STAMPING: A 173 1934
 LG0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0676+STABILITY: SURFACE MOTION
 LG0676
 LG0676  HISTORY     - Date     Condition        Report By
 LG0676  HISTORY     - 1934     MONUMENTED       CGS
 LG0676
 LG0676                          STATION DESCRIPTION
 LG0676
 LG0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0676'AT GENEVA.
 LG0676'AT GENEVA, FILLMORE COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0676'QUINCY RAILROAD, ABOUT 1/4 MILE SOUTH OF THE STATION, AT A
 LG0676'ROAD CROSSING, 60 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LG0676'AND 27 FEET EAST OF THE CENTER LINE OF THE TRACK.  SET IN THE
 LG0676'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0227 ***********************************************************************
 LG0227  DESIGNATION -  A 174
 LG0227  PID         -  LG0227
 LG0227  STATE/COUNTY-  NE/GAGE
 LG0227  USGS QUAD   -  BARNESTON (1970)
 LG0227
 LG0227                         *CURRENT SURVEY CONTROL
 LG0227  ___________________________________________________________________
 LG0227* NAD 83(1986)-  40 02 15.     (N)    096 34 37.     (W)     SCALED    
 LG0227* NAVD 88     -       362.909  (meters)    1190.64   (feet)  ADJUSTED  
 LG0227  ___________________________________________________________________
 LG0227  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 LG0227  DYNAMIC HT  -         362.712 (meters)    1190.00  (feet)  COMP
 LG0227  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 LG0227
 LG0227  VERT ORDER  -  SECOND    CLASS 0
 LG0227
 LG0227.The horizontal coordinates were scaled from a topographic map and have
 LG0227.an estimated accuracy of +/- 6 seconds.
 LG0227
 LG0227.The orthometric height was determined by differential leveling
 LG0227.and adjusted by the National Geodetic Survey in June 1991..
 LG0227
 LG0227.The geoid height was determined by GEOID03.
 LG0227
 LG0227.The dynamic height is computed by dividing the NAVD 88
 LG0227.geopotential number by the normal gravity value computed on the
 LG0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0227.degrees latitude (g = 980.6199 gals.).
 LG0227
 LG0227.The modeled gravity was interpolated from observed gravity values.
 LG0227
 LG0227;                    North         East    Units  Estimated Accuracy
 LG0227;SPC NE       -    28,450.      792,070.      MT  (+/- 180 meters Scaled)
 LG0227
 LG0227                          SUPERSEDED SURVEY CONTROL
 LG0227
 LG0227  NGVD 29 (??/??/92)  362.802  (m)         1190.29   (f) ADJ UNCH    2 0
 LG0227
 LG0227.Superseded values are not recommended for survey control.
 LG0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0227.See file dsdata.txt to determine how the superseded data were derived.
 LG0227
 LG0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK067347(NAD 83)
 LG0227_MARKER: DB = BENCH MARK DISK
 LG0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0227_SP_SET: PIER
 LG0227_STAMPING: A 174 1934
 LG0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0227
 LG0227  HISTORY     - Date     Condition        Report By
 LG0227  HISTORY     - 1934     MONUMENTED       CGS
 LG0227  HISTORY     - 1941     GOOD             NGS
 LG0227
 LG0227                          STATION DESCRIPTION
 LG0227
 LG0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LG0227'5.5 MI N FROM OKETO.
 LG0227'IN GATE COUNTY, NEBRASKA, 5.5 MILES NORTH ALONG THE UNION PACIFIC
 LG0227'RAILROAD FROM THE STATION AT OKETO, MARSHALL COUNTY, KANSAS, 0.7
 LG0227'MILE SOUTH OF THE STATION AT BARNESTON, AT THE NORTHEAST CORNER
 LG0227'OF BRIDGE 118.83, AND IN THE TOP OF THE CONCRETE PIER.  A STANDARD
 LG0227'DISK, STAMPED A 174 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0228 ***********************************************************************
 LG0228  DESIGNATION -  A 174 RESET
 LG0228  PID         -  LG0228
 LG0228  STATE/COUNTY-  NE/GAGE
 LG0228  USGS QUAD   -  BARNESTON (1970)
 LG0228
 LG0228                         *CURRENT SURVEY CONTROL
 LG0228  ___________________________________________________________________
 LG0228* NAD 83(1986)-  40 02 11.     (N)    096 34 36.     (W)     SCALED    
 LG0228* NAVD 88     -       363.41   (meters)    1192.3    (feet)  RESET     
 LG0228  ___________________________________________________________________
 LG0228  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 LG0228
 LG0228  VERT ORDER  -  THIRD
 LG0228
 LG0228.The horizontal coordinates were scaled from a topographic map and have
 LG0228.an estimated accuracy of +/- 6 seconds.
 LG0228
 LG0228.The orthometric height was computed from unverified reset data.
 LG0228
 LG0228.The geoid height was determined by GEOID03.
 LG0228
 LG0228;                    North         East    Units  Estimated Accuracy
 LG0228;SPC NE       -    28,330.      792,100.      MT  (+/- 180 meters Scaled)
 LG0228
 LG0228                          SUPERSEDED SURVEY CONTROL
 LG0228
 LG0228  NGVD 29 (??/??/??)  363.30   (m)         1191.9    (f) RESET       3  
 LG0228
 LG0228.Superseded values are not recommended for survey control.
 LG0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0228.See file dsdata.txt to determine how the superseded data were derived.
 LG0228
 LG0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK067346(NAD 83)
 LG0228_MARKER: DB = BENCH MARK DISK
 LG0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0228_STAMPING: A 174 1934 RESET 1955
 LG0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0228+STABILITY: SURFACE MOTION
 LG0228
 LG0228  HISTORY     - Date     Condition        Report By
 LG0228  HISTORY     - 1955     MONUMENTED       CGS
 LG0228
 LG0228                          STATION DESCRIPTION
 LG0228
 LG0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LG0228'5.5 MI N FROM OKETO.
 LG0228'IN GAGE COUNTY, NEBRASKA, 5.5 MILES NORTH ALONG THE UNION PACIFIC
 LG0228'RAILROAD FROM THE STATION AT OKETO, MARSHALL COUNTY, KANSAS,
 LG0228'0.8 SOUTH OF THE STATION AT BARNESTON, 100 YARDS NORTH OF BRIDGE
 LG0228'118.83 OVER PLUM CREEK, 46 FEET EAST OF THE EAST RAIL OF THE
 LG0228'TRACK, 11 FEET SOUTH OF THE SOUTH POST OF A GATE IN THE EAST IN
 LG0228'THE EAST RIGHT-OF-WAY FENCE, 10 FEET SOUTH-SOUTHEAST OF A POLE,
 LG0228'AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, A STANDARD DISK,
 LG0228'STAMPED A 174 1934 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST
 LG0228'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0275 ***********************************************************************
 LG0275  DESIGNATION -  A 176
 LG0275  PID         -  LG0275
 LG0275  STATE/COUNTY-  NE/GAGE
 LG0275  USGS QUAD   -  BEATRICE EAST (1980)
 LG0275
 LG0275                         *CURRENT SURVEY CONTROL
 LG0275  ___________________________________________________________________
 LG0275* NAD 83(1986)-  40 16 01.     (N)    096 44 46.     (W)     SCALED    
 LG0275* NAVD 88     -       391.551  (meters)    1284.61   (feet)  ADJUSTED  
 LG0275  ___________________________________________________________________
 LG0275  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 LG0275  DYNAMIC HT  -         391.344 (meters)    1283.93  (feet)  COMP
 LG0275  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 LG0275
 LG0275  VERT ORDER  -  SECOND    CLASS 0
 LG0275
 LG0275.The horizontal coordinates were scaled from a topographic map and have
 LG0275.an estimated accuracy of +/- 6 seconds.
 LG0275
 LG0275.The orthometric height was determined by differential leveling
 LG0275.and adjusted by the National Geodetic Survey in June 1991..
 LG0275
 LG0275.The geoid height was determined by GEOID03.
 LG0275
 LG0275.The dynamic height is computed by dividing the NAVD 88
 LG0275.geopotential number by the normal gravity value computed on the
 LG0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0275.degrees latitude (g = 980.6199 gals.).
 LG0275
 LG0275.The modeled gravity was interpolated from observed gravity values.
 LG0275
 LG0275;                    North         East    Units  Estimated Accuracy
 LG0275;SPC NE       -    53,350.      776,680.      MT  (+/- 180 meters Scaled)
 LG0275
 LG0275                          SUPERSEDED SURVEY CONTROL
 LG0275
 LG0275  NGVD 29 (??/??/92)  391.441  (m)         1284.25   (f) ADJ UNCH    2 0
 LG0275
 LG0275.Superseded values are not recommended for survey control.
 LG0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0275.See file dsdata.txt to determine how the superseded data were derived.
 LG0275
 LG0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK916598(NAD 83)
 LG0275_MARKER: DB = BENCH MARK DISK
 LG0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0275_SP_SET: CONCRETE STEP
 LG0275_STAMPING: A 176 1934
 LG0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0275
 LG0275  HISTORY     - Date     Condition        Report By
 LG0275  HISTORY     - 1934     MONUMENTED       CGS
 LG0275  HISTORY     - 1961     GOOD             NGS
 LG0275  HISTORY     - 1963     GOOD             NGS
 LG0275  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 LG0275
 LG0275                          STATION DESCRIPTION
 LG0275
 LG0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0275'AT BEATRICE.
 LG0275'AT BEATRICE, GAGE COUNTY, AT THE REAR SOUTHEAST CORNER OF THE
 LG0275'POST OFFICE, IN THE LOWEST CONCRETE STEP, AND 39 FEET NORTH
 LG0275'OF THE NORTH CURB OF AN EAST-AND-WEST STREET.  A STANDARD DISK,
 LG0275'STAMPED A 176 1934.  NOTE-- NOT LEVELED TO 1961.
 LG0275
 LG0275                          STATION RECOVERY (1963)
 LG0275
 LG0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LG0275'RECOVERED IN GOOD CONDITION.
 LG0275
 LG0275                          STATION RECOVERY (1977)
 LG0275
 LG0275'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LG0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0782 ***********************************************************************
 LF0782  DESIGNATION -  A 177
 LF0782  PID         -  LF0782
 LF0782  STATE/COUNTY-  NE/OTOE
 LF0782  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0782
 LF0782                         *CURRENT SURVEY CONTROL
 LF0782  ___________________________________________________________________
 LF0782* NAD 83(1986)-  40 40 32.     (N)    095 51 31.     (W)     SCALED    
 LF0782* NAVD 88     -       323.340  (meters)    1060.82   (feet)  ADJUSTED  
 LF0782  ___________________________________________________________________
 LF0782  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LF0782  DYNAMIC HT  -         323.171 (meters)    1060.27  (feet)  COMP
 LF0782  MODELED GRAV-     980,091.7   (mgal)                       NAVD 88
 LF0782
 LF0782  VERT ORDER  -  FIRST     CLASS II
 LF0782
 LF0782.The horizontal coordinates were scaled from a topographic map and have
 LF0782.an estimated accuracy of +/- 6 seconds.
 LF0782
 LF0782.The orthometric height was determined by differential leveling
 LF0782.and adjusted by the National Geodetic Survey in June 1991..
 LF0782.WARNING-Repeat measurements at this control monument indicate possible
 LF0782.vertical movement.
 LF0782
 LF0782.The geoid height was determined by GEOID03.
 LF0782
 LF0782.The dynamic height is computed by dividing the NAVD 88
 LF0782.geopotential number by the normal gravity value computed on the
 LF0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0782.degrees latitude (g = 980.6199 gals.).
 LF0782
 LF0782.The modeled gravity was interpolated from observed gravity values.
 LF0782
 LF0782;                    North         East    Units  Estimated Accuracy
 LF0782;SPC NE       -   101,890.      849,920.      MT  (+/- 180 meters Scaled)
 LF0782
 LF0782                          SUPERSEDED SURVEY CONTROL
 LF0782
 LF0782  NGVD 29 (??/??/92)  323.229  (m)         1060.46   (f) ADJ UNCH    1 2
 LF0782
 LF0782.Superseded values are not recommended for survey control.
 LF0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0782.See file dsdata.txt to determine how the superseded data were derived.
 LF0782
 LF0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF583066(NAD 83)
 LF0782_MARKER: DB = BENCH MARK DISK
 LF0782_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0782_SP_SET: BUILDING
 LF0782_STAMPING: A 177 1934
 LF0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0782
 LF0782  HISTORY     - Date     Condition        Report By
 LF0782  HISTORY     - 1934     MONUMENTED       CGS
 LF0782  HISTORY     - 1948     GOOD             NGS
 LF0782  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LF0782
 LF0782                          STATION DESCRIPTION
 LF0782
 LF0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0782'AT NEBRASKA CITY.
 LF0782'AT NEBRASKA CITY, OTOE COUNTY, ON THE SOUTH SIDE OF THE COURTHOUSE
 LF0782'YARD, 33 FEET NORTH OF THE CURB OF THE EAST-AND-WEST STREET,
 LF0782'40 FEET EAST OF A SMOKESTACK, AND IN THE TOP OF THE NORTHEAST
 LF0782'CORNER OF A CONCRETE FURNACE HOUSE.  A STANDARD DISK, STAMPED
 LF0782'A 177 1934.
 LF0782
 LF0782                          STATION RECOVERY (1991)
 LF0782
 LF0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF0782'THE DESCRIBED BUILDING HAS BEEN DISMANTLED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0520 ***********************************************************************
 LF0520  DESIGNATION -  A 178
 LF0520  PID         -  LF0520
 LF0520  STATE/COUNTY-  NE/RICHARDSON
 LF0520  USGS QUAD   -  SALEM (1965)
 LF0520
 LF0520                         *CURRENT SURVEY CONTROL
 LF0520  ___________________________________________________________________
 LF0520* NAD 83(1986)-  40 06 31.     (N)    095 38 02.     (W)     SCALED    
 LF0520* NAVD 88     -       276.574  (meters)     907.39   (feet)  ADJUSTED  
 LF0520  ___________________________________________________________________
 LF0520  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LF0520  DYNAMIC HT  -         276.421 (meters)     906.89  (feet)  COMP
 LF0520  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 LF0520
 LF0520  VERT ORDER  -  SECOND    CLASS 0
 LF0520
 LF0520.The horizontal coordinates were scaled from a topographic map and have
 LF0520.an estimated accuracy of +/- 6 seconds.
 LF0520
 LF0520.The orthometric height was determined by differential leveling
 LF0520.and adjusted by the National Geodetic Survey in June 1991..
 LF0520
 LF0520.The geoid height was determined by GEOID03.
 LF0520
 LF0520.The dynamic height is computed by dividing the NAVD 88
 LF0520.geopotential number by the normal gravity value computed on the
 LF0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0520.degrees latitude (g = 980.6199 gals.).
 LF0520
 LF0520.The modeled gravity was interpolated from observed gravity values.
 LF0520
 LF0520;                    North         East    Units  Estimated Accuracy
 LF0520;SPC NE       -    39,960.      872,070.      MT  (+/- 180 meters Scaled)
 LF0520
 LF0520                          SUPERSEDED SURVEY CONTROL
 LF0520
 LF0520  NGVD 29 (??/??/92)  276.502  (m)          907.16   (f) ADJ UNCH    2 0
 LF0520
 LF0520.Superseded values are not recommended for survey control.
 LF0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0520.See file dsdata.txt to determine how the superseded data were derived.
 LF0520
 LF0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE755431(NAD 83)
 LF0520_MARKER: DB = BENCH MARK DISK
 LF0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0520_SP_SET: CULVERT
 LF0520_STAMPING: A 178 1934
 LF0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0520
 LF0520  HISTORY     - Date     Condition        Report By
 LF0520  HISTORY     - 1934     MONUMENTED       CGS
 LF0520
 LF0520                          STATION DESCRIPTION
 LF0520
 LF0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0520'5 MI NW FROM FALLS CITY.
 LF0520'5.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0520'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT FALLS CITY,
 LF0520'RICHARDSON COUNTY, 2 RAILS WEST OF POLE 389/20, 400 FEET WEST OF
 LF0520'AN ELEVATOR AND A SIDING, AT A ROAD CROSSING, 50 FEET WEST OF THE
 LF0520'CENTERLINE OF THE ROAD, 25 FEET EAST OF A RAILROAD SWITCH, AT
 LF0520'A CONCRETE CULVERT UNDER THE TRACK, AND IN THE TOP OF THE SOUTH
 LF0520'HEADWALL.  A STANDARD DISK, STAMPED A 178 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0438 ***********************************************************************
 NN0438  DESIGNATION -  A 18
 NN0438  PID         -  NN0438
 NN0438  STATE/COUNTY-  NE/LOUP
 NN0438  USGS QUAD   -  STONEHOUSE RANCH SW (1981)
 NN0438
 NN0438                         *CURRENT SURVEY CONTROL
 NN0438  ___________________________________________________________________
 NN0438* NAD 83(1986)-  42 04 47.     (N)    099 28 09.     (W)     SCALED    
 NN0438* NAVD 88     -       739.621  (meters)    2426.57   (feet)  ADJUSTED  
 NN0438  ___________________________________________________________________
 NN0438  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 NN0438  DYNAMIC HT  -         739.283 (meters)    2425.46  (feet)  COMP
 NN0438  MODELED GRAV-     980,140.1   (mgal)                       NAVD 88
 NN0438
 NN0438  VERT ORDER  -  FIRST     CLASS II
 NN0438
 NN0438.The horizontal coordinates were scaled from a topographic map and have
 NN0438.an estimated accuracy of +/- 6 seconds.
 NN0438
 NN0438.The orthometric height was determined by differential leveling
 NN0438.and adjusted by the National Geodetic Survey in June 1991..
 NN0438
 NN0438.The geoid height was determined by GEOID03.
 NN0438
 NN0438.The dynamic height is computed by dividing the NAVD 88
 NN0438.geopotential number by the normal gravity value computed on the
 NN0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0438.degrees latitude (g = 980.6199 gals.).
 NN0438
 NN0438.The modeled gravity was interpolated from observed gravity values.
 NN0438
 NN0438;                    North         East    Units  Estimated Accuracy
 NN0438;SPC NE       -   249,550.      543,910.      MT  (+/- 180 meters Scaled)
 NN0438
 NN0438                          SUPERSEDED SURVEY CONTROL
 NN0438
 NN0438  NGVD 29 (??/??/92)  739.360  (m)         2425.72   (f) ADJ UNCH    1 2
 NN0438
 NN0438.Superseded values are not recommended for survey control.
 NN0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0438.See file dsdata.txt to determine how the superseded data were derived.
 NN0438
 NN0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM611587(NAD 83)
 NN0438_MARKER: DB = BENCH MARK DISK
 NN0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0438_STAMPING: 2425.717 A 18 1933
 NN0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0438+STABILITY: SURFACE MOTION
 NN0438
 NN0438  HISTORY     - Date     Condition        Report By
 NN0438  HISTORY     - 1933     MONUMENTED       CGS
 NN0438  HISTORY     - 1976     GOOD             USGS
 NN0438
 NN0438                          STATION DESCRIPTION
 NN0438
 NN0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0438'5.8 MI N FROM HARROP.
 NN0438'ABOUT 5-3/4 MILES NORTH ALONG U.S. HIGHWAY 183 FROM HARROP,
 NN0438'LOUP COUNTY, ABOUT 1/4 MILE WEST OF THE HOUSE OF R. BIRCH, 38
 NN0438'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET WEST
 NN0438'OF A GATE IN A FENCE, AND 6 FEET SOUTH OF THE FENCE.  A STANDARD
 NN0438'DISK, STAMPED 2425.717 A 18 1933 AND SET IN THE TOP OF A CONCRETE
 NN0438'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 NN0438
 NN0438                          STATION RECOVERY (1976)
 NN0438
 NN0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0438'U.S. HWY 183 BRIDGE OVER CALAMUS RIVER, 7.5 MI. N. ALONG U.S. HWY
 NN0438'183, THEN 3.2 MI. N. ALONG LOUP CO. GRAVEL RD., 0.6 MI. SW ALONG THE
 NN0438'GRAVEL RD. FROM THE LOUP CO. LINE, ABOUT 100 FT. S. AND 1000 FT. E.
 NN0438'OF THE 1/4 COR. SECS. 1 AND 2, T-24-W, R-19-W. ABOUT 0.25 MI. W. OF
 NN0438'AN ABANDONED RANCH HOUSE, 38 FT. W. OF THE GRAVEL RD., 15 FT. OF A
 NN0438'GATE IN THE W. R/W FENCE, 12 FT. W. OF A METAL WITNESS SIGN. A STD.
 NN0438'TABLET SET IN TOP OF CONC. POST PROJECT ABOUT 2.0 FT. STAMPED
 NN0438'2425.717 A 17 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0244 ***********************************************************************
 NN0244  DESIGNATION -  A 19
 NN0244  PID         -  NN0244
 NN0244  STATE/COUNTY-  NE/HOLT
 NN0244  USGS QUAD   -  O'NEILL (1986)
 NN0244
 NN0244                         *CURRENT SURVEY CONTROL
 NN0244  ___________________________________________________________________
 NN0244* NAD 83(1986)-  42 27 31.     (N)    098 38 38.     (W)     SCALED    
 NN0244* NAVD 88     -       612.185  (meters)    2008.48   (feet)  ADJUSTED  
 NN0244  ___________________________________________________________________
 NN0244  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NN0244  DYNAMIC HT  -         611.956 (meters)    2007.73  (feet)  COMP
 NN0244  MODELED GRAV-     980,228.3   (mgal)                       NAVD 88
 NN0244
 NN0244  VERT ORDER  -  FIRST     CLASS II
 NN0244
 NN0244.The horizontal coordinates were scaled from a topographic map and have
 NN0244.an estimated accuracy of +/- 6 seconds.
 NN0244
 NN0244.The orthometric height was determined by differential leveling
 NN0244.and adjusted by the National Geodetic Survey in June 1991..
 NN0244
 NN0244.The geoid height was determined by GEOID03.
 NN0244
 NN0244.The dynamic height is computed by dividing the NAVD 88
 NN0244.geopotential number by the normal gravity value computed on the
 NN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0244.degrees latitude (g = 980.6199 gals.).
 NN0244
 NN0244.The modeled gravity was interpolated from observed gravity values.
 NN0244
 NN0244;                    North         East    Units  Estimated Accuracy
 NN0244;SPC NE       -   292,360.      611,520.      MT  (+/- 180 meters Scaled)
 NN0244
 NN0244                          SUPERSEDED SURVEY CONTROL
 NN0244
 NN0244  NGVD 29 (??/??/92)  611.988  (m)         2007.83   (f) ADJ UNCH    1 2
 NN0244
 NN0244.Superseded values are not recommended for survey control.
 NN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0244.See file dsdata.txt to determine how the superseded data were derived.
 NN0244
 NN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN292007(NAD 83)
 NN0244_MARKER: DB = BENCH MARK DISK
 NN0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0244_STAMPING: 2007.831 A 19 1933
 NN0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0244+STABILITY: SURFACE MOTION
 NN0244
 NN0244  HISTORY     - Date     Condition        Report By
 NN0244  HISTORY     - 1933     MONUMENTED       CGS
 NN0244  HISTORY     - 1938     GOOD             NGS
 NN0244
 NN0244                          STATION DESCRIPTION
 NN0244
 NN0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0244'AT O NEILL.
 NN0244'AT O NEILL, HOLT COUNTY, ON EAST BENTON STREET, AT ST. MARYS
 NN0244'CONVENT, 45 FEET EAST OF THE SOUTHEAST CORNER OF THE BUILDING, IN
 NN0244'THE SOUTHWEST CORNER OF THE YARD OF THE PRIESTS HOME, 30 FEET
 NN0244'WEST OF THE WALK LEADING TO THE HOME, 4 FEET EAST OF THE
 NN0244'SOUTHEAST CORNER OF THE IRON FENCE AROUND THE CONVENT GROUNDS,
 NN0244'AND 3 FEET NORTH OF THE SIDEWALK ON THE NORTH SIDE OF THE
 NN0244'STREET.  A STANDARD DISK, STAMPED 2007.831 A 19 1933 AND SET IN
 NN0244'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NN0244
 NN0244                          STATION RECOVERY (1938)
 NN0244
 NN0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 NN0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0659 ***********************************************************************
 NM0659  DESIGNATION -  A 2
 NM0659  PID         -  NM0659
 NM0659  STATE/COUNTY-  NE/DAKOTA
 NM0659  USGS QUAD   -  JACKSON (1993)
 NM0659
 NM0659                         *CURRENT SURVEY CONTROL
 NM0659  ___________________________________________________________________
 NM0659* NAD 83(1986)-  42 25 08.     (N)    096 30 59.     (W)     SCALED    
 NM0659* NAVD 88     -       336.248  (meters)    1103.17   (feet)  ADJUSTED  
 NM0659  ___________________________________________________________________
 NM0659  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 NM0659  DYNAMIC HT  -         336.140 (meters)    1102.82  (feet)  COMP
 NM0659  MODELED GRAV-     980,290.7   (mgal)                       NAVD 88
 NM0659
 NM0659  VERT ORDER  -  FIRST     CLASS II
 NM0659
 NM0659.The horizontal coordinates were scaled from a topographic map and have
 NM0659.an estimated accuracy of +/- 6 seconds.
 NM0659
 NM0659.The orthometric height was determined by differential leveling
 NM0659.and adjusted by the National Geodetic Survey in June 1991..
 NM0659.WARNING-Repeat measurements at this control monument indicate possible
 NM0659.vertical movement.
 NM0659
 NM0659.The geoid height was determined by GEOID03.
 NM0659
 NM0659.The dynamic height is computed by dividing the NAVD 88
 NM0659.geopotential number by the normal gravity value computed on the
 NM0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0659.degrees latitude (g = 980.6199 gals.).
 NM0659
 NM0659.The modeled gravity was interpolated from observed gravity values.
 NM0659
 NM0659;                    North         East    Units  Estimated Accuracy
 NM0659;SPC NE       -   292,850.      786,580.      MT  (+/- 180 meters Scaled)
 NM0659
 NM0659                          SUPERSEDED SURVEY CONTROL
 NM0659
 NM0659  NGVD 29 (??/??/92)  336.088  (m)         1102.65   (f) ADJ UNCH    1 2
 NM0659
 NM0659.Superseded values are not recommended for survey control.
 NM0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0659.See file dsdata.txt to determine how the superseded data were derived.
 NM0659
 NM0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM043992(NAD 83)
 NM0659_MARKER: Z = SEE DESCRIPTION
 NM0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0659_SP_SET: LIMESTONE POST
 NM0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0659+STABILITY: SURFACE MOTION
 NM0659
 NM0659  HISTORY     - Date     Condition        Report By
 NM0659  HISTORY     - UNK      MONUMENTED       CGS
 NM0659  HISTORY     - 1947     GOOD             NGS
 NM0659
 NM0659                          STATION DESCRIPTION
 NM0659
 NM0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM0659'5.2 MI NW FROM DAKOTA CITY.
 NM0659'4.7 MILES WEST ALONG U.S. HIGHWAY 77, STATE HIGHWAY 35 AND A
 NM0659'GRAVEL ROAD FROM THE COURT HOUSE AT DAKOTA CITY, THENCE 0.25 MILE
 NM0659'NORTH ALONG A SECTION LINE ROAD, THENCE 0.25 MILE WEST ALONG THE
 NM0659'CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY, AT THE FORMER
 NM0659'JUNCTION OF THE NEWCASTLE RAILROAD, APPROXIMATELY 125.0 FEET
 NM0659'EAST OF THE TRACE OF THE LOCATION OF THE COBURN STATION, 113.1
 NM0659'FEET NORTHEAST OF TELEGRAPH POLE SHOWING RAILWAY MILEAGE 12-5,
 NM0659'121.5 FEET EAST OF THE RAIL JOINT WHERE RAILWAY BEGINS CURVE TO
 NM0659'SOUTHWEST, 286.4 FEET WEST OF WEST FACE OF THE SOUTH ONE OF TWO
 NM0659'MOST WESTERLY CONCRETE PIERS FOR DESTROYED WATER TANK, 189.6
 NM0659'FEET WEST OF THE SOUTHWEST CORNER OF CONCRETE FOUNDATION FOR
 NM0659'SMALL RAILWAY SHACK, 116.9 FEET WEST OF THE CENTER OF FROG FOR
 NM0659'SIDING LEADING NORTHWEST (THIS WAS FORMERLY THE MAIN TRACK
 NM0659'FOR RAILWAY LEADING NORTHWEST), 39.5 FEET SOUTHEAST OF SOUTHEAST
 NM0659'CORNER OF CATTLE LOADING PENS, 23.2 FEET SOUTH SOUTHEAST OF A
 NM0659'WHITE DERAIL SIGN POST, 16.3 FEET NORTHWEST OF THE CENTER OF
 NM0659'FROG FOR SIDING PARALLELING THE SOUTH SIDE OF THE MAIN TRACK,
 NM0659'7.3 FEET SOUTH OF THE SOUTH RAIL OF SIDING LEADING TO THE CATTLE
 NM0659'PENS, 6.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 NM0659'0.2 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0592 ***********************************************************************
 NP0592  DESIGNATION -  A 2
 NP0592  PID         -  NP0592
 NP0592  STATE/COUNTY-  NE/SHERIDAN
 NP0592  USGS QUAD   -  SOUTH OF GORDON (1969)
 NP0592
 NP0592                         *CURRENT SURVEY CONTROL
 NP0592  ___________________________________________________________________
 NP0592* NAD 83(1995)-  42 44 04.95812(N)    102 12 16.74627(W)     ADJUSTED  
 NP0592* NAVD 88     -      1116.     (meters)    3661.     (feet)  SCALED    
 NP0592  ___________________________________________________________________
 NP0592  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 NP0592  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 NP0592
 NP0592  HORZ ORDER  -  SECOND
 NP0592
 NP0592.The horizontal coordinates were established by classical geodetic methods
 NP0592.and adjusted by the National Geodetic Survey in August 1997..
 NP0592
 NP0592.The orthometric height was scaled from a topographic map.
 NP0592
 NP0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0592
 NP0592.The geoid height was determined by GEOID03.
 NP0592
 NP0592;                    North         East     Units Scale Factor Converg.
 NP0592;SPC NE       -   324,453.361   319,498.671   MT  0.99988918   -1 27 39.7
 NP0592;UTM  13      - 4,735,145.133   728,829.317   MT  1.00024426   +1 53 51.9
 NP0592
 NP0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0592!SPC NE       -   0.99982781  x   0.99988918  =   0.99971701
 NP0592!UTM  13      -   0.99982781  x   1.00024426  =   1.00007203
 NP0592
 NP0592                          SUPERSEDED SURVEY CONTROL
 NP0592
 NP0592  NAD 83(1986)-  42 44 04.94899(N)    102 12 16.74995(W) AD(       ) 2
 NP0592  NAD 27      -  42 44 04.93400(N)    102 12 15.14000(W) AD(       ) 2
 NP0592
 NP0592.Superseded values are not recommended for survey control.
 NP0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0592.See file dsdata.txt to determine how the superseded data were derived.
 NP0592
 NP0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2882935145(NAD 83)
 NP0592_MARKER: DS = TRIANGULATION STATION DISK
 NP0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0592_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NP0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0592+STABILITY: SURFACE MOTION
 NP0592
 NP0592  HISTORY     - Date     Condition        Report By
 NP0592  HISTORY     - 1946     MONUMENTED       CGS
 NP0592  HISTORY     - 1968     MARK NOT FOUND   CGS
 NP0592
 NP0592                          STATION DESCRIPTION
 NP0592
 NP0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0592'LOCATED 4.6 MILES SOUTH OF GORDON, 29 FEET WEST OF THE
 NP0592'CENTER LINE OF STATE HIGHWAY NO. 27, 13.2 FEET NORTHEAST OF
 NP0592'A TELEPHONE POLE WITH A TRIANGULAR BLAZE AND 12.2 FEET EAST
 NP0592'OF A REFERENCE POST THAT IS SET IN A NORTH-SOUTH WIRE FENCE.
 NP0592'IT IS STAMPED A-2 1946 AND IS 12 INCHES BELOW THE SURFACE
 NP0592'OF THE GROUND.
 NP0592'
 NP0592'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0592'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO SOUTH
 NP0592'ON NO. 27 FOR 4.6 MILES TO THE CREST OF A HILL AND THE STATION
 NP0592'ON THE RIGHT.
 NP0592
 NP0592                          STATION RECOVERY (1968)
 NP0592
 NP0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0592'THIS MARK WAS SEARCHED FOR BUT NOT FOUND AND ALL INDICATIONS
 NP0592'SHOW THE MARK WAS DESTROYED WHEN STATE HIGHWAY 27 WAS WIDENED.
 NP0592'
 NP0592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.6
 NP0592'MILES SOUTH OF GORDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0287 ***********************************************************************
 NN0287  DESIGNATION -  A 20
 NN0287  PID         -  NN0287
 NN0287  STATE/COUNTY-  NE/BOYD
 NN0287  USGS QUAD   -  BUTTE NW (1951)
 NN0287
 NN0287                         *CURRENT SURVEY CONTROL
 NN0287  ___________________________________________________________________
 NN0287* NAD 83(1986)-  42 56 48.     (N)    098 52 44.     (W)     SCALED    
 NN0287* NAVD 88     -       514.367  (meters)    1687.55   (feet)  ADJUSTED  
 NN0287  ___________________________________________________________________
 NN0287  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 NN0287  DYNAMIC HT  -         514.182 (meters)    1686.95  (feet)  COMP
 NN0287  MODELED GRAV-     980,244.8   (mgal)                       NAVD 88
 NN0287
 NN0287  VERT ORDER  -  FIRST     CLASS II
 NN0287
 NN0287.The horizontal coordinates were scaled from a topographic map and have
 NN0287.an estimated accuracy of +/- 6 seconds.
 NN0287
 NN0287.The orthometric height was determined by differential leveling
 NN0287.and adjusted by the National Geodetic Survey in June 1991..
 NN0287
 NN0287.The geoid height was determined by GEOID03.
 NN0287
 NN0287.The dynamic height is computed by dividing the NAVD 88
 NN0287.geopotential number by the normal gravity value computed on the
 NN0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0287.degrees latitude (g = 980.6199 gals.).
 NN0287
 NN0287.The modeled gravity was interpolated from observed gravity values.
 NN0287
 NN0287;                    North         East    Units  Estimated Accuracy
 NN0287;SPC NE       -   346,290.      591,490.      MT  (+/- 180 meters Scaled)
 NN0287
 NN0287                          SUPERSEDED SURVEY CONTROL
 NN0287
 NN0287  NGVD 29 (??/??/92)  514.064  (m)         1686.56   (f) ADJ UNCH    1 2
 NN0287
 NN0287.Superseded values are not recommended for survey control.
 NN0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0287.See file dsdata.txt to determine how the superseded data were derived.
 NN0287
 NN0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN098548(NAD 83)
 NN0287_MARKER: DB = BENCH MARK DISK
 NN0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0287_STAMPING: 1686.558 A 20 1933
 NN0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0287+STABILITY: SURFACE MOTION
 NN0287
 NN0287  HISTORY     - Date     Condition        Report By
 NN0287  HISTORY     - 1933     MONUMENTED       CGS
 NN0287  HISTORY     - 1946     GOOD             NGS
 NN0287
 NN0287                          STATION DESCRIPTION
 NN0287
 NN0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0287'4.2 MI W FROM BUTTE.
 NN0287'4.2 MILES WEST ALONG U.S. HIGHWAY 281 FROM BUTTE, BOYD COUNTY,
 NN0287'0.25 MILE SOUTH OF A BRIDGE OVER PONCA CREEK, NEAR A SCHOOLHOUSE,
 NN0287'36 FEET EAST OF A GATE TO THE SCHOOLYARD, 24 FEET WEST OF THE
 NN0287'CENTER LINE OF THE HIGHWAY, AND 9 FEET SOUTH OF THE CENTER
 NN0287'LINE OF THE ROAD LEADING INTO THE SCHOOLYARD.  A STANDARD
 NN0287'DISK, STAMPED 1686.558 A 20 1933 AND SET IN THE TOP OF A CONCRETE
 NN0287'POST PROJECTING 4 INCHES ABOVE GROUND.
 NN0287
 NN0287                          STATION RECOVERY (1946)
 NN0287
 NN0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 NN0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0095 ***********************************************************************
 LJ0095  DESIGNATION -  A 200
 LJ0095  PID         -  LJ0095
 LJ0095  STATE/COUNTY-  NE/RED WILLOW
 LJ0095  USGS QUAD   -  MC COOK SE (1957)
 LJ0095
 LJ0095                         *CURRENT SURVEY CONTROL
 LJ0095  ___________________________________________________________________
 LJ0095* NAD 83(1986)-  40 02 11.     (N)    100 34 20.     (W)     SCALED    
 LJ0095* NAVD 88     -       814.176  (meters)    2671.18   (feet)  ADJUSTED  
 LJ0095  ___________________________________________________________________
 LJ0095  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 LJ0095  DYNAMIC HT  -         813.620 (meters)    2669.35  (feet)  COMP
 LJ0095  MODELED GRAV-     979,915.1   (mgal)                       NAVD 88
 LJ0095
 LJ0095  VERT ORDER  -  SECOND    CLASS 0
 LJ0095
 LJ0095.The horizontal coordinates were scaled from a topographic map and have
 LJ0095.an estimated accuracy of +/- 6 seconds.
 LJ0095
 LJ0095.The orthometric height was determined by differential leveling
 LJ0095.and adjusted by the National Geodetic Survey in June 1991..
 LJ0095
 LJ0095.The geoid height was determined by GEOID03.
 LJ0095
 LJ0095.The dynamic height is computed by dividing the NAVD 88
 LJ0095.geopotential number by the normal gravity value computed on the
 LJ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0095.degrees latitude (g = 980.6199 gals.).
 LJ0095
 LJ0095.The modeled gravity was interpolated from observed gravity values.
 LJ0095
 LJ0095;                    North         East    Units  Estimated Accuracy
 LJ0095;SPC NE       -    22,710.      451,160.      MT  (+/- 180 meters Scaled)
 LJ0095
 LJ0095                          SUPERSEDED SURVEY CONTROL
 LJ0095
 LJ0095  NGVD 29 (??/??/92)  813.871  (m)         2670.18   (f) ADJ UNCH    2 0
 LJ0095
 LJ0095.Superseded values are not recommended for survey control.
 LJ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0095.See file dsdata.txt to determine how the superseded data were derived.
 LJ0095
 LJ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK658329(NAD 83)
 LJ0095_MARKER: DB = BENCH MARK DISK
 LJ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0095_STAMPING: A 200 1934
 LJ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0095+STABILITY: SURFACE MOTION
 LJ0095
 LJ0095  HISTORY     - Date     Condition        Report By
 LJ0095  HISTORY     - 1934     MONUMENTED       CGS
 LJ0095  HISTORY     - 1957     MARK NOT FOUND   USGS
 LJ0095  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0095
 LJ0095                          STATION DESCRIPTION
 LJ0095
 LJ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0095'4 MI N FROM CEDAR BLUFFS.
 LJ0095'4.0 MILES NORTH OF THE BURLINGTON RR STATION CEDAR BLUFF, NEAR
 LJ0095'TOP OF HILL JUST NORTH OF LARGE DIP IN ROAD, ABOUT 600 FEET
 LJ0095'SOUTH OF WHITE FARM HOUSE AND LARGE RED BARN, 30 FEET EAST
 LJ0095'OF U.S. HIGHWAY 183.
 LJ0095
 LJ0095                          STATION RECOVERY (1957)
 LJ0095
 LJ0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LJ0095'MARK NOT FOUND.
 LJ0095
 LJ0095                          STATION RECOVERY (1999)
 LJ0095
 LJ0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0095'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0061 ***********************************************************************
 LJ0061  DESIGNATION -  A 201
 LJ0061  PID         -  LJ0061
 LJ0061  STATE/COUNTY-  NE/RED WILLOW
 LJ0061  USGS QUAD   -  DANBURY (1983)
 LJ0061
 LJ0061                         *CURRENT SURVEY CONTROL
 LJ0061  ___________________________________________________________________
 LJ0061* NAD 83(1986)-  40 01 29.     (N)    100 26 24.     (W)     SCALED    
 LJ0061* NAVD 88     -       756.076  (meters)    2480.56   (feet)  ADJUSTED  
 LJ0061  ___________________________________________________________________
 LJ0061  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 LJ0061  DYNAMIC HT  -         755.559 (meters)    2478.86  (feet)  COMP
 LJ0061  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 LJ0061
 LJ0061  VERT ORDER  -  SECOND    CLASS 0
 LJ0061
 LJ0061.The horizontal coordinates were scaled from a topographic map and have
 LJ0061.an estimated accuracy of +/- 6 seconds.
 LJ0061
 LJ0061.The orthometric height was determined by differential leveling
 LJ0061.and adjusted by the National Geodetic Survey in June 1991..
 LJ0061
 LJ0061.The geoid height was determined by GEOID03.
 LJ0061
 LJ0061.The dynamic height is computed by dividing the NAVD 88
 LJ0061.geopotential number by the normal gravity value computed on the
 LJ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0061.degrees latitude (g = 980.6199 gals.).
 LJ0061
 LJ0061.The modeled gravity was interpolated from observed gravity values.
 LJ0061
 LJ0061;                    North         East    Units  Estimated Accuracy
 LJ0061;SPC NE       -    21,350.      462,440.      MT  (+/- 180 meters Scaled)
 LJ0061
 LJ0061                          SUPERSEDED SURVEY CONTROL
 LJ0061
 LJ0061  NGVD 29 (??/??/92)  755.774  (m)         2479.57   (f) ADJ UNCH    2 0
 LJ0061
 LJ0061.Superseded values are not recommended for survey control.
 LJ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0061.See file dsdata.txt to determine how the superseded data were derived.
 LJ0061
 LJ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK771314(NAD 83)
 LJ0061_MARKER: DB = BENCH MARK DISK
 LJ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0061_STAMPING: A 201 1934
 LJ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0061+STABILITY: SURFACE MOTION
 LJ0061
 LJ0061  HISTORY     - Date     Condition        Report By
 LJ0061  HISTORY     - 1934     MONUMENTED       CGS
 LJ0061
 LJ0061                          STATION DESCRIPTION
 LJ0061
 LJ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0061'2.3 MI E FROM MARION.
 LJ0061'2.3 MILES EAST OF BURLINGTON STATION AT MARION 250 FEET EAST
 LJ0061'OF MILE POST 55, 30 FEET NORTH OF C.B. AND Q. RR. TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0174 ***********************************************************************
 LJ0174  DESIGNATION -  A 206
 LJ0174  PID         -  LJ0174
 LJ0174  STATE/COUNTY-  NE/HAYES
 LJ0174  USGS QUAD   -  HAYES CENTER SW (1974)
 LJ0174
 LJ0174                         *CURRENT SURVEY CONTROL
 LJ0174  ___________________________________________________________________
 LJ0174* NAD 83(1986)-  40 31 27.     (N)    101 09 14.     (W)     SCALED    
 LJ0174* NAVD 88     -       950.766  (meters)    3119.30   (feet)  ADJUSTED  
 LJ0174  ___________________________________________________________________
 LJ0174  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 LJ0174  DYNAMIC HT  -         950.130 (meters)    3117.22  (feet)  COMP
 LJ0174  MODELED GRAV-     979,923.4   (mgal)                       NAVD 88
 LJ0174
 LJ0174  VERT ORDER  -  SECOND    CLASS 0
 LJ0174
 LJ0174.The horizontal coordinates were scaled from a topographic map and have
 LJ0174.an estimated accuracy of +/- 6 seconds.
 LJ0174
 LJ0174.The orthometric height was determined by differential leveling
 LJ0174.and adjusted by the National Geodetic Survey in June 1991..
 LJ0174
 LJ0174.The geoid height was determined by GEOID03.
 LJ0174
 LJ0174.The dynamic height is computed by dividing the NAVD 88
 LJ0174.geopotential number by the normal gravity value computed on the
 LJ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0174.degrees latitude (g = 980.6199 gals.).
 LJ0174
 LJ0174.The modeled gravity was interpolated from observed gravity values.
 LJ0174
 LJ0174;                    North         East    Units  Estimated Accuracy
 LJ0174;SPC NE       -    77,360.      402,250.      MT  (+/- 180 meters Scaled)
 LJ0174
 LJ0174                          SUPERSEDED SURVEY CONTROL
 LJ0174
 LJ0174  NGVD 29 (??/??/92)  950.385  (m)         3118.05   (f) ADJ UNCH    2 0
 LJ0174
 LJ0174.Superseded values are not recommended for survey control.
 LJ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0174.See file dsdata.txt to determine how the superseded data were derived.
 LJ0174
 LJ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK175881(NAD 83)
 LJ0174_MARKER: DB = BENCH MARK DISK
 LJ0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0174_SP_SET: CULVERT
 LJ0174_STAMPING: A-206 1938
 LJ0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0174
 LJ0174  HISTORY     - Date     Condition        Report By
 LJ0174  HISTORY     - 1938     MONUMENTED       CGS
 LJ0174
 LJ0174                          STATION DESCRIPTION
 LJ0174
 LJ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LJ0174'7.6 MI NW FROM HAYES CENTER.
 LJ0174'7.6 MILES NORTHWEST OF I.O.O.F. BUILDING AT HAYES CENTER, ALONG
 LJ0174'STATE HWY. 17 AT THE EAST END OF NORTH, AND EAST TURN IN HWY.
 LJ0174'500 FEET WEST OF A FARM HOUSE, 21 FEET SOUTH OF CENTERLINE OF
 LJ0174'HWY.  A STANDARD DISK SET IN TOP OF THE SOUTH HEADWALL OF CONCRETE
 LJ0174'HWY. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0861 ***********************************************************************
 ML0861  DESIGNATION -  A 207
 ML0861  PID         -  ML0861
 ML0861  STATE/COUNTY-  NE/CUSTER
 ML0861  USGS QUAD   -  ANSELMO (1978)
 ML0861
 ML0861                         *CURRENT SURVEY CONTROL
 ML0861  ___________________________________________________________________
 ML0861* NAD 83(1986)-  41 33 21.     (N)    099 48 14.     (W)     SCALED    
 ML0861* NAVD 88     -       800.110  (meters)    2625.03   (feet)  ADJUSTED  
 ML0861  ___________________________________________________________________
 ML0861  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 ML0861  DYNAMIC HT  -         799.691 (meters)    2623.65  (feet)  COMP
 ML0861  MODELED GRAV-     980,072.8   (mgal)                       NAVD 88
 ML0861
 ML0861  VERT ORDER  -  SECOND    CLASS 0
 ML0861
 ML0861.The horizontal coordinates were scaled from a topographic map and have
 ML0861.an estimated accuracy of +/- 6 seconds.
 ML0861
 ML0861.The orthometric height was determined by differential leveling
 ML0861.and adjusted by the National Geodetic Survey in June 1991..
 ML0861
 ML0861.The geoid height was determined by GEOID03.
 ML0861
 ML0861.The dynamic height is computed by dividing the NAVD 88
 ML0861.geopotential number by the normal gravity value computed on the
 ML0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0861.degrees latitude (g = 980.6199 gals.).
 ML0861
 ML0861.The modeled gravity was interpolated from observed gravity values.
 ML0861
 ML0861;                    North         East    Units  Estimated Accuracy
 ML0861;SPC NE       -   191,260.      516,360.      MT  (+/- 180 meters Scaled)
 ML0861
 ML0861                          SUPERSEDED SURVEY CONTROL
 ML0861
 ML0861  NGVD 29 (??/??/92)  799.823  (m)         2624.09   (f) ADJ UNCH    2 0
 ML0861
 ML0861.Superseded values are not recommended for survey control.
 ML0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0861.See file dsdata.txt to determine how the superseded data were derived.
 ML0861
 ML0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM329007(NAD 83)
 ML0861_MARKER: DB = BENCH MARK DISK
 ML0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0861_SP_SET: CULVERT
 ML0861_STAMPING: A 207 1934
 ML0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0861
 ML0861  HISTORY     - Date     Condition        Report By
 ML0861  HISTORY     - 1934     MONUMENTED       CGS
 ML0861  HISTORY     - 1949     GOOD             NGS
 ML0861
 ML0861                          STATION DESCRIPTION
 ML0861
 ML0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0861'5.5 MI NW FROM MERNA.
 ML0861'5.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0861'RAILROAD FROM THE STATION AT MERNA, CUSTER COUNTY, OPPOSITE AND
 ML0861'WEST OF RAILROAD CULVERT 190.22, AT A HIGHWAY CULVERT, IN THE
 ML0861'TOP OF THE NORTH END OF THE NORTHEAST HEADWALL, ABOUT 60 FEET
 ML0861'WEST OF THE WEST RAIL, AND 18 FEET EAST OF THE CENTERLINE OF THE
 ML0861'HIGHWAY.  A STANDARD DISK, STAMPED A 207 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0006 ***********************************************************************
 LG0006  DESIGNATION -  A 208
 LG0006  PID         -  LG0006
 LG0006  STATE/COUNTY-  NE/OTOE
 LG0006  USGS QUAD   -  DUNBAR (1966)
 LG0006
 LG0006                         *CURRENT SURVEY CONTROL
 LG0006  ___________________________________________________________________
 LG0006* NAD 83(1986)-  40 40 04.     (N)    096 03 34.     (W)     SCALED    
 LG0006* NAVD 88     -       331.213  (meters)    1086.65   (feet)  ADJUSTED  
 LG0006  ___________________________________________________________________
 LG0006  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 LG0006  DYNAMIC HT  -         331.041 (meters)    1086.09  (feet)  COMP
 LG0006  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 LG0006
 LG0006  VERT ORDER  -  FIRST     CLASS II
 LG0006
 LG0006.The horizontal coordinates were scaled from a topographic map and have
 LG0006.an estimated accuracy of +/- 6 seconds.
 LG0006
 LG0006.The orthometric height was determined by differential leveling
 LG0006.and adjusted by the National Geodetic Survey in June 1991..
 LG0006
 LG0006.The geoid height was determined by GEOID03.
 LG0006
 LG0006.The dynamic height is computed by dividing the NAVD 88
 LG0006.geopotential number by the normal gravity value computed on the
 LG0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0006.degrees latitude (g = 980.6199 gals.).
 LG0006
 LG0006.The modeled gravity was interpolated from observed gravity values.
 LG0006
 LG0006;                    North         East    Units  Estimated Accuracy
 LG0006;SPC NE       -   100,240.      833,010.      MT  (+/- 180 meters Scaled)
 LG0006
 LG0006                          SUPERSEDED SURVEY CONTROL
 LG0006
 LG0006  NGVD 29 (??/??/92)  331.094  (m)         1086.26   (f) ADJ UNCH    1 2
 LG0006
 LG0006.Superseded values are not recommended for survey control.
 LG0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0006.See file dsdata.txt to determine how the superseded data were derived.
 LG0006
 LG0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL485060(NAD 83)
 LG0006_MARKER: DB = BENCH MARK DISK
 LG0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0006_SP_SET: CULVERT
 LG0006_STAMPING: A 208 1940
 LG0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0006
 LG0006  HISTORY     - Date     Condition        Report By
 LG0006  HISTORY     - 1940     MONUMENTED       CGS
 LG0006  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0006
 LG0006                          STATION DESCRIPTION
 LG0006
 LG0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0006'2.2 MI W FROM DUNBAR.
 LG0006'2.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0006'FROM THE STATION AT DUNBAR, OTOE COUNTY, 0.2 MILE WEST OF MILEPOST
 LG0006'18, 67 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 32 FEET NORTH
 LG0006'OF THE CENTERLINE OF STATE HIGHWAY 2, AT AN 8- BY 8-FOOT
 LG0006'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF THE WEST
 LG0006'END OF THE NORTH HEADWALL.  A STANDARD DISK, STAMPED A 208 1940.
 LG0006'NOTE-- BM HAS PROBABLY BEEN DESTROYED BY ROAD CONSTRUCTION.
 LG0006'STATE HWY. 2 IS BEING REBUILT FROM DUNBAR TO SYRACUSE.
 LG0006
 LG0006                          STATION RECOVERY (1964)
 LG0006
 LG0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0330 ***********************************************************************
 LG0330  DESIGNATION -  A 209
 LG0330  PID         -  LG0330
 LG0330  STATE/COUNTY-  NE/LANCASTER
 LG0330  USGS QUAD   -  CRETE NORTH (1972)
 LG0330
 LG0330                         *CURRENT SURVEY CONTROL
 LG0330  ___________________________________________________________________
 LG0330* NAD 83(1986)-  40 41 10.     (N)    096 52 54.     (W)     SCALED    
 LG0330* NAVD 88     -       408.650  (meters)    1340.71   (feet)  ADJUSTED  
 LG0330  ___________________________________________________________________
 LG0330  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 LG0330  DYNAMIC HT  -         408.453 (meters)    1340.07  (feet)  COMP
 LG0330  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 LG0330
 LG0330  VERT ORDER  -  FIRST     CLASS II
 LG0330
 LG0330.The horizontal coordinates were scaled from a topographic map and have
 LG0330.an estimated accuracy of +/- 6 seconds.
 LG0330
 LG0330.The orthometric height was determined by differential leveling
 LG0330.and adjusted by the National Geodetic Survey in June 1991..
 LG0330
 LG0330.The geoid height was determined by GEOID03.
 LG0330
 LG0330.The dynamic height is computed by dividing the NAVD 88
 LG0330.geopotential number by the normal gravity value computed on the
 LG0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0330.degrees latitude (g = 980.6199 gals.).
 LG0330
 LG0330.The modeled gravity was interpolated from observed gravity values.
 LG0330
 LG0330;                    North         East    Units  Estimated Accuracy
 LG0330;SPC NE       -    99,440.      763,480.      MT  (+/- 180 meters Scaled)
 LG0330
 LG0330                          SUPERSEDED SURVEY CONTROL
 LG0330
 LG0330  NGVD 29 (??/??/92)  408.528  (m)         1340.31   (f) ADJ UNCH    1 2
 LG0330
 LG0330.Superseded values are not recommended for survey control.
 LG0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0330.See file dsdata.txt to determine how the superseded data were derived.
 LG0330
 LG0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL790060(NAD 83)
 LG0330_MARKER: DB = BENCH MARK DISK
 LG0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0330_STAMPING: A 209 1940
 LG0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0330+STABILITY: SURFACE MOTION
 LG0330
 LG0330  HISTORY     - Date     Condition        Report By
 LG0330  HISTORY     - 1940     MONUMENTED       CGS
 LG0330  HISTORY     - 1964     MARK NOT FOUND   NGS
 LG0330
 LG0330                          STATION DESCRIPTION
 LG0330
 LG0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0330'4.4 MI SW FROM DENTON.
 LG0330'4.4 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0330'RAILROAD FROM THE STATION AT DENTON, LANCASTER COUNTY, 0.4 MILE
 LG0330'NORTHEAST OF MILEPOST 74, AT A FARM-ROAD CROSSING, 140 FEET
 LG0330'SOUTHEAST OF THE CENTER OF THE CROSSING, 99 FEET SOUTHEAST OF
 LG0330'THE CENTERLINE OF THE TRACK, 36 FEET NORTHEAST OF A CONCRETE
 LG0330'GATEPOST IN THE RIGHT-OF-WAY FENCE, AND 3 FEET SOUTHWEST OF A
 LG0330'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 209 1940
 LG0330'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LG0330'GROUND.
 LG0330
 LG0330                          STATION RECOVERY (1964)
 LG0330
 LG0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LG0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0175 ***********************************************************************
 NO0175  DESIGNATION -  A 21
 NO0175  PID         -  NO0175
 NO0175  STATE/COUNTY-  NE/CHERRY
 NO0175  USGS QUAD   -  KENNEDY (1985)
 NO0175
 NO0175                         *CURRENT SURVEY CONTROL
 NO0175  ___________________________________________________________________
 NO0175* NAD 83(1986)-  42 32 46.     (N)    100 48 57.     (W)     SCALED    
 NO0175* NAVD 88     -       923.165  (meters)    3028.75   (feet)  ADJUSTED  
 NO0175  ___________________________________________________________________
 NO0175  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 NO0175  DYNAMIC HT  -         922.737 (meters)    3027.35  (feet)  COMP
 NO0175  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 NO0175
 NO0175  VERT ORDER  -  FIRST     CLASS II
 NO0175
 NO0175.The horizontal coordinates were scaled from a topographic map and have
 NO0175.an estimated accuracy of +/- 6 seconds.
 NO0175
 NO0175.The orthometric height was determined by differential leveling
 NO0175.and adjusted by the National Geodetic Survey in June 1994..
 NO0175
 NO0175.The geoid height was determined by GEOID03.
 NO0175
 NO0175.The dynamic height is computed by dividing the NAVD 88
 NO0175.geopotential number by the normal gravity value computed on the
 NO0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0175.degrees latitude (g = 980.6199 gals.).
 NO0175
 NO0175.The modeled gravity was interpolated from observed gravity values.
 NO0175
 NO0175;                    North         East    Units  Estimated Accuracy
 NO0175;SPC NE       -   301,520.      433,000.      MT  (+/- 180 meters Scaled)
 NO0175
 NO0175                          SUPERSEDED SURVEY CONTROL
 NO0175
 NO0175  NAVD 88 (06/15/91)  923.157  (m)         3028.72   (f) UNKNOWN     1 2
 NO0175  NGVD 29 (02/14/92)  922.861  (m)         3027.75   (f) ADJUSTED    1 2
 NO0175
 NO0175.Superseded values are not recommended for survey control.
 NO0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0175.See file dsdata.txt to determine how the superseded data were derived.
 NO0175
 NO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN509120(NAD 83)
 NO0175_MARKER: DB = BENCH MARK DISK
 NO0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0175_SP_SET: CONCRETE POST
 NO0175_STAMPING: A 21 1933 3027.691
 NO0175_MARK LOGO: CGS   
 NO0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0175+STABILITY: SURFACE MOTION
 NO0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0175+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1991
 NO0175
 NO0175  HISTORY     - Date     Condition        Report By
 NO0175  HISTORY     - 1933     MONUMENTED       CGS
 NO0175  HISTORY     - 1934     GOOD             NGS
 NO0175  HISTORY     - 1984     GOOD             USGS
 NO0175  HISTORY     - 19910804 GOOD             NGS
 NO0175
 NO0175                          STATION DESCRIPTION
 NO0175
 NO0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0175'34.9 MI SW FROM VALENTINE.
 NO0175'1.4 MILES NORTHEAST ALONG A ROAD FROM THE ROAD JUNCTION AT
 NO0175'TINY TOWN, CHERRY COUNTY, AT KENNEDY, ON THE PROPERTY OF THE
 NO0175'L.C. BEEL RANCH IN 1933, 120 FEET EAST OF THE DWELLING, 60 FEET
 NO0175'WEST OF THE ROAD, 40 FEET WEST OF A FENCE LINE, AND IN LINE WITH
 NO0175'THE THIRD ROW OF COTTONWOOD TREES FROM THE NORTH.  A STANDARD
 NO0175'DISK, STAMPED 3027.691 A 21 1933 AND SET IN THE TOP OF A CONCRETE
 NO0175'POST PROJECTION 6 INCHES ABOVE GROUND.
 NO0175
 NO0175                          STATION RECOVERY (1984)
 NO0175
 NO0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0175'T 30 N., R. 30 W. NEAR 1/4 CORNER BETWEEN SECS. 26 AND 27, GERALD
 NO0175'BEEL RANCH, APPROX. 330 FT. NORTH AND 860 FT. WEST AND NORMAL FROM
 NO0175'RD. DRIVE NORTHWEST TO BEEL RANCH , 270 FEET EAST OF RANCH HOUSE.
 NO0175'STD. TABLET SET IN A CONCRETE POST, PROJECTING 0.5 FT., STAMPED A 21
 NO0175'1933.
 NO0175
 NO0175                          STATION RECOVERY (1991)
 NO0175
 NO0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0175'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0175'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 31.8 KM (19.75 MI) WESTERLY
 NO0175'ALONG STATE HIGHWAY SPUR 16B, 100.3 M (329.1 FT) EAST OF THE
 NO0175'NORTHEAST CORNER OF THE A HOUSE, 97.3 M (319.2 FT) NORTHWEST OF AND
 NO0175'LEVEL WITH THE ROAD CENTER, 55.2 M (181.1 FT) NORTHEAST OF A UTILITY
 NO0175'POLE, 28.1 M (92.2 FT) SOUTHEAST OF A UTILITY POLE, 12.5 M (41.0 FT)
 NO0175'SOUTH OF A CORREL GATE SWING POST, AND THE MONUMENT PROJECTS 0.05 M
 NO0175'(0.16 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 NO0175'PROPERTY OWNED BY J.R. BEEL, HC 37, BOX 34, VALENTINE, NE 69201,
 NO0175'TELEPHONE NUMBER (402) 376-1477.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1393 ***********************************************************************
 MK1393  DESIGNATION -  A 211
 MK1393  PID         -  MK1393
 MK1393  STATE/COUNTY-  NE/MERRICK
 MK1393  USGS QUAD   -  SILVER CREEK (1958)
 MK1393
 MK1393                         *CURRENT SURVEY CONTROL
 MK1393  ___________________________________________________________________
 MK1393* NAD 83(1986)-  41 19 14.     (N)    097 39 07.     (W)     SCALED    
 MK1393* NAVD 88     -       471.897  (meters)    1548.22   (feet)  ADJUSTED  
 MK1393  ___________________________________________________________________
 MK1393  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 MK1393  DYNAMIC HT  -         471.680 (meters)    1547.50  (feet)  COMP
 MK1393  MODELED GRAV-     980,148.1   (mgal)                       NAVD 88
 MK1393
 MK1393  VERT ORDER  -  FIRST     CLASS II
 MK1393
 MK1393.The horizontal coordinates were scaled from a topographic map and have
 MK1393.an estimated accuracy of +/- 6 seconds.
 MK1393
 MK1393.The orthometric height was determined by differential leveling
 MK1393.and adjusted by the National Geodetic Survey in June 1991..
 MK1393
 MK1393.The geoid height was determined by GEOID03.
 MK1393
 MK1393.The dynamic height is computed by dividing the NAVD 88
 MK1393.geopotential number by the normal gravity value computed on the
 MK1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1393.degrees latitude (g = 980.6199 gals.).
 MK1393
 MK1393.The modeled gravity was interpolated from observed gravity values.
 MK1393
 MK1393;                    North         East    Units  Estimated Accuracy
 MK1393;SPC NE       -   167,790.      696,500.      MT  (+/- 180 meters Scaled)
 MK1393
 MK1393                          SUPERSEDED SURVEY CONTROL
 MK1393
 MK1393  NGVD 29 (??/??/92)  471.698  (m)         1547.56   (f) ADJ UNCH    1 2
 MK1393
 MK1393.Superseded values are not recommended for survey control.
 MK1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1393.See file dsdata.txt to determine how the superseded data were derived.
 MK1393
 MK1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL128752(NAD 83)
 MK1393_MARKER: DB = BENCH MARK DISK
 MK1393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1393_SP_SET: CONCRETE BASE
 MK1393_STAMPING: A 211 1940
 MK1393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1393
 MK1393  HISTORY     - Date     Condition        Report By
 MK1393  HISTORY     - 1940     MONUMENTED       CGS
 MK1393  HISTORY     - 1957     MARK NOT FOUND   USGS
 MK1393
 MK1393                          STATION DESCRIPTION
 MK1393
 MK1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1393'0.5 MI NE FROM SILVER CREEK.
 MK1393'0.5 MILE NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT SILVER
 MK1393'CREEK.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC
 MK1393'RR., AT BLOCK SIGNAL NO. 1018, 10.4 FEET SOUTH OF CENTERLINE
 MK1393'OF SOUTH MAIN TRACK, B.M. IS SET FLUSH AND HORIZONTALLY IN TOP
 MK1393'OF EAST END OF CONCRETE BASE OF BLOCK SIGNAL NO. 1018.  NO 4 X 4
 MK1393'INCH WOODEN POST WAS SET BECAUSE BLOCK SIGNAL SERVES AS LANDMARK.
 MK1393
 MK1393                          STATION RECOVERY (1957)
 MK1393
 MK1393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MK1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1369 ***********************************************************************
 MK1369  DESIGNATION -  A 212
 MK1369  PID         -  MK1369
 MK1369  STATE/COUNTY-  NE/MERRICK
 MK1369  USGS QUAD   -  POLK NW (1962)
 MK1369
 MK1369                         *CURRENT SURVEY CONTROL
 MK1369  ___________________________________________________________________
 MK1369* NAD 83(1986)-  41 09 03.     (N)    097 56 38.     (W)     SCALED    
 MK1369* NAVD 88     -       509.460  (meters)    1671.45   (feet)  ADJUSTED  
 MK1369  ___________________________________________________________________
 MK1369  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 MK1369  DYNAMIC HT  -         509.210 (meters)    1670.63  (feet)  COMP
 MK1369  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 MK1369
 MK1369  VERT ORDER  -  FIRST     CLASS II
 MK1369
 MK1369.The horizontal coordinates were scaled from a topographic map and have
 MK1369.an estimated accuracy of +/- 6 seconds.
 MK1369
 MK1369.The orthometric height was determined by differential leveling
 MK1369.and adjusted by the National Geodetic Survey in June 1991..
 MK1369
 MK1369.The geoid height was determined by GEOID03.
 MK1369
 MK1369.The dynamic height is computed by dividing the NAVD 88
 MK1369.geopotential number by the normal gravity value computed on the
 MK1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1369.degrees latitude (g = 980.6199 gals.).
 MK1369
 MK1369.The modeled gravity was interpolated from observed gravity values.
 MK1369
 MK1369;                    North         East    Units  Estimated Accuracy
 MK1369;SPC NE       -   148,330.      672,520.      MT  (+/- 180 meters Scaled)
 MK1369
 MK1369                          SUPERSEDED SURVEY CONTROL
 MK1369
 MK1369  NGVD 29 (??/??/92)  509.246  (m)         1670.75   (f) ADJ UNCH    1 2
 MK1369
 MK1369.Superseded values are not recommended for survey control.
 MK1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1369.See file dsdata.txt to determine how the superseded data were derived.
 MK1369
 MK1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL886560(NAD 83)
 MK1369_MARKER: DB = BENCH MARK DISK
 MK1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1369_STAMPING: A 212 1940
 MK1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1369+STABILITY: SURFACE MOTION
 MK1369
 MK1369  HISTORY     - Date     Condition        Report By
 MK1369  HISTORY     - 1940     MONUMENTED       CGS
 MK1369
 MK1369                          STATION DESCRIPTION
 MK1369
 MK1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1369'4 MI NE FROM CENTRAL CITY.
 MK1369'4.0 MILES NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT CENTRAL
 MK1369'CITY.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC
 MK1369'RR., 592 FEET NORTHEAST OF MILEPOST NO. 121, 165 FEET SOUTHWEST OF
 MK1369'CENTER OF INTERSECTION OF NORTH-SOUTH ROAD AND SOUTH MAIN TRACK,
 MK1369'55 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY NO. 30, 42 FEET SOUTH
 MK1369'OF CENTERLINE OF SOUTH MAIN TRACK, 8.5 FEET SOUTHWEST OF SEVENTH
 MK1369'TELEGRAPH POLE NORTHEAST OF MILEPOST NO. 121, 3.0 FEET NORTHEAST
 MK1369'OF 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET, IN LINE WITH
 MK1369'TELEGRAPH POLES.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1148 ***********************************************************************
 NM1148  DESIGNATION -  A 214
 NM1148  PID         -  NM1148
 NM1148  STATE/COUNTY-  NE/PIERCE
 NM1148  USGS QUAD   -  WEE TOWN (1976)
 NM1148
 NM1148                         *CURRENT SURVEY CONTROL
 NM1148  ___________________________________________________________________
 NM1148* NAD 83(1986)-  42 09 14.     (N)    097 29 05.     (W)     SCALED    
 NM1148* NAVD 88     -       478.431  (meters)    1569.65   (feet)  ADJUSTED  
 NM1148  ___________________________________________________________________
 NM1148  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 NM1148  DYNAMIC HT  -         478.245 (meters)    1569.04  (feet)  COMP
 NM1148  MODELED GRAV-     980,218.8   (mgal)                       NAVD 88
 NM1148
 NM1148  VERT ORDER  -  FIRST     CLASS II
 NM1148
 NM1148.The horizontal coordinates were scaled from a topographic map and have
 NM1148.an estimated accuracy of +/- 6 seconds.
 NM1148
 NM1148.The orthometric height was determined by differential leveling
 NM1148.and adjusted by the National Geodetic Survey in June 1991..
 NM1148
 NM1148.The geoid height was determined by GEOID03.
 NM1148
 NM1148.The dynamic height is computed by dividing the NAVD 88
 NM1148.geopotential number by the normal gravity value computed on the
 NM1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1148.degrees latitude (g = 980.6199 gals.).
 NM1148
 NM1148.The modeled gravity was interpolated from observed gravity values.
 NM1148
 NM1148;                    North         East    Units  Estimated Accuracy
 NM1148;SPC NE       -   260,670.      707,800.      MT  (+/- 180 meters Scaled)
 NM1148
 NM1148                          SUPERSEDED SURVEY CONTROL
 NM1148
 NM1148  NGVD 29 (??/??/92)  478.254  (m)         1569.07   (f) ADJ UNCH    1 2
 NM1148
 NM1148.Superseded values are not recommended for survey control.
 NM1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1148.See file dsdata.txt to determine how the superseded data were derived.
 NM1148
 NM1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM251679(NAD 83)
 NM1148_MARKER: DB = BENCH MARK DISK
 NM1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1148_STAMPING: A 214 1940
 NM1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1148+STABILITY: SURFACE MOTION
 NM1148
 NM1148  HISTORY     - Date     Condition        Report By
 NM1148  HISTORY     - 1940     MONUMENTED       CGS
 NM1148  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NM1148
 NM1148                          STATION DESCRIPTION
 NM1148
 NM1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1148'3.8 MI NW FROM HADAR.
 NM1148'3.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM1148'FROM THE STATION AT HADAR, PIERCE COUNTY, 260 FEET NORTHWEST
 NM1148'OF THE CROSSING OF A NORTH-AND-SOUTH GRAVEL ROAD (FORMERLY U.S.
 NM1148'HIGHWAY 81), 80 FEET WEST OF THE CENTERLINE OF THE ROAD, 48 FEET
 NM1148'NORTHEAST OF THE CENTERLINE OF THE TRACK, 2 FEET WEST OF THE
 NM1148'RIGHT-OF-WAY FENCE, AND 3.4 FEET NORTH OF A WHITE WITNESS POST.
 NM1148'A STANDARD DISK, STAMPED A 214 1940 AND SET IN THE TOP OF A
 NM1148'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 NM1148
 NM1148                          STATION RECOVERY (1982)
 NM1148
 NM1148'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NM1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0101 ***********************************************************************
 NP0101  DESIGNATION -  A 215
 NP0101  PID         -  NP0101
 NP0101  STATE/COUNTY-  NE/SHERIDAN
 NP0101  USGS QUAD   -  ELLSWORTH (1989)
 NP0101
 NP0101                         *CURRENT SURVEY CONTROL
 NP0101  ___________________________________________________________________
 NP0101* NAD 83(1986)-  42 03 36.     (N)    102 22 03.     (W)     SCALED    
 NP0101* NAVD 88     -      1187.116  (meters)    3894.73   (feet)  ADJUSTED  
 NP0101  ___________________________________________________________________
 NP0101  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 NP0101  DYNAMIC HT  -        1186.428 (meters)    3892.47  (feet)  COMP
 NP0101  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 NP0101
 NP0101  VERT ORDER  -  SECOND    CLASS 0
 NP0101
 NP0101.The horizontal coordinates were scaled from a topographic map and have
 NP0101.an estimated accuracy of +/- 6 seconds.
 NP0101
 NP0101.The orthometric height was determined by differential leveling
 NP0101.and adjusted by the National Geodetic Survey in June 1991..
 NP0101
 NP0101.The geoid height was determined by GEOID03.
 NP0101
 NP0101.The dynamic height is computed by dividing the NAVD 88
 NP0101.geopotential number by the normal gravity value computed on the
 NP0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0101.degrees latitude (g = 980.6199 gals.).
 NP0101
 NP0101.The modeled gravity was interpolated from observed gravity values.
 NP0101
 NP0101;                    North         East    Units  Estimated Accuracy
 NP0101;SPC NE       -   249,900.      304,120.      MT  (+/- 180 meters Scaled)
 NP0101
 NP0101                          SUPERSEDED SURVEY CONTROL
 NP0101
 NP0101  NGVD 29 (??/??/92) 1186.555  (m)         3892.89   (f) ADJ UNCH    2 0
 NP0101
 NP0101.Superseded values are not recommended for survey control.
 NP0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0101.See file dsdata.txt to determine how the superseded data were derived.
 NP0101
 NP0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG178597(NAD 83)
 NP0101_MARKER: DB = BENCH MARK DISK
 NP0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0101_STAMPING: A 215 1940
 NP0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0101+STABILITY: SURFACE MOTION
 NP0101
 NP0101  HISTORY     - Date     Condition        Report By
 NP0101  HISTORY     - 1940     MONUMENTED       CGS
 NP0101
 NP0101                          STATION DESCRIPTION
 NP0101
 NP0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0101'3 MI E FROM LAKE SIDE.
 NP0101'3.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0101'FROM THE STATION AT LAKE SIDE, SHERIDAN COUNTY, 63 FEET SOUTH OF
 NP0101'MILEPOST 339, 150 FEET SOUTHEAST OF THE CENTER OF A PRIVATE-ROAD
 NP0101'CROSSING, 86 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 2,
 NP0101'51 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3.0 FEET WEST
 NP0101'OF A 4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE GROUND.
 NP0101'A STANDARD DISK, STAMPED A 215 1940 AND SET IN THE TOP OF A
 NP0101'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0554 ***********************************************************************
 LF0554  DESIGNATION -  A 216
 LF0554  PID         -  LF0554
 LF0554  STATE/COUNTY-  NE/RICHARDSON
 LF0554  USGS QUAD   -  HUMBOLDT (1965)
 LF0554
 LF0554                         *CURRENT SURVEY CONTROL
 LF0554  ___________________________________________________________________
 LF0554* NAD 83(1986)-  40 09 11.     (N)    095 58 58.     (W)     SCALED    
 LF0554* NAVD 88     -       303.378  (meters)     995.33   (feet)  ADJUSTED  
 LF0554  ___________________________________________________________________
 LF0554  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LF0554  DYNAMIC HT  -         303.211 (meters)     994.78  (feet)  COMP
 LF0554  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 LF0554
 LF0554  VERT ORDER  -  SECOND    CLASS 0
 LF0554
 LF0554.The horizontal coordinates were scaled from a topographic map and have
 LF0554.an estimated accuracy of +/- 6 seconds.
 LF0554
 LF0554.The orthometric height was determined by differential leveling
 LF0554.and adjusted by the National Geodetic Survey in June 1991..
 LF0554
 LF0554.The geoid height was determined by GEOID03.
 LF0554
 LF0554.The dynamic height is computed by dividing the NAVD 88
 LF0554.geopotential number by the normal gravity value computed on the
 LF0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0554.degrees latitude (g = 980.6199 gals.).
 LF0554
 LF0554.The modeled gravity was interpolated from observed gravity values.
 LF0554
 LF0554;                    North         East    Units  Estimated Accuracy
 LF0554;SPC NE       -    43,450.      842,130.      MT  (+/- 180 meters Scaled)
 LF0554
 LF0554                          SUPERSEDED SURVEY CONTROL
 LF0554
 LF0554  NGVD 29 (??/??/92)  303.293  (m)          995.05   (f) ADJ UNCH    2 0
 LF0554
 LF0554.Superseded values are not recommended for survey control.
 LF0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0554.See file dsdata.txt to determine how the superseded data were derived.
 LF0554
 LF0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE459490(NAD 83)
 LF0554_MARKER: DB = BENCH MARK DISK
 LF0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0554_SP_SET: BRIDGE
 LF0554_STAMPING: A 216 1945
 LF0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0554
 LF0554  HISTORY     - Date     Condition        Report By
 LF0554  HISTORY     - 1945     MONUMENTED       CGS
 LF0554  HISTORY     - 1981     GOOD             LOCSUR
 LF0554
 LF0554                          STATION DESCRIPTION
 LF0554
 LF0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0554'2.1 MI NW FROM HUMBOLDT.
 LF0554'2.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0554'RAILROAD FROM THE STATION AT HUMBOLDT, AT BRIDGE 42.26, IN THE
 LF0554'TOP OF THE SOUTH END OF THE WEST ABUTMENT, 8 FEET SOUTH OF THE
 LF0554'CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 LF0554'AN IRON BENCH-MARK DISK, STAMPED A 216 1945.
 LF0554
 LF0554                          STATION RECOVERY (1981)
 LF0554
 LF0554'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0168 ***********************************************************************
 NN0168  DESIGNATION -  A 217
 NN0168  PID         -  NN0168
 NN0168  STATE/COUNTY-  NE/HOLT
 NN0168  USGS QUAD   -  PAGE (1986)
 NN0168
 NN0168                         *CURRENT SURVEY CONTROL
 NN0168  ___________________________________________________________________
 NN0168* NAD 83(1986)-  42 22 45.     (N)    098 25 01.     (W)     SCALED    
 NN0168* NAVD 88     -       595.513  (meters)    1953.78   (feet)  ADJUSTED  
 NN0168  ___________________________________________________________________
 NN0168  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 NN0168  DYNAMIC HT  -         595.275 (meters)    1953.00  (feet)  COMP
 NN0168  MODELED GRAV-     980,203.8   (mgal)                       NAVD 88
 NN0168
 NN0168  VERT ORDER  -  FIRST     CLASS II
 NN0168
 NN0168.The horizontal coordinates were scaled from a topographic map and have
 NN0168.an estimated accuracy of +/- 6 seconds.
 NN0168
 NN0168.The orthometric height was determined by differential leveling
 NN0168.and adjusted by the National Geodetic Survey in June 1991..
 NN0168
 NN0168.The geoid height was determined by GEOID03.
 NN0168
 NN0168.The dynamic height is computed by dividing the NAVD 88
 NN0168.geopotential number by the normal gravity value computed on the
 NN0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0168.degrees latitude (g = 980.6199 gals.).
 NN0168
 NN0168.The modeled gravity was interpolated from observed gravity values.
 NN0168
 NN0168;                    North         East    Units  Estimated Accuracy
 NN0168;SPC NE       -   283,860.      630,340.      MT  (+/- 180 meters Scaled)
 NN0168
 NN0168                          SUPERSEDED SURVEY CONTROL
 NN0168
 NN0168  NGVD 29 (??/??/92)  595.306  (m)         1953.10   (f) ADJ UNCH    1 2
 NN0168
 NN0168.Superseded values are not recommended for survey control.
 NN0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0168.See file dsdata.txt to determine how the superseded data were derived.
 NN0168
 NN0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM480920(NAD 83)
 NN0168_MARKER: DB = BENCH MARK DISK
 NN0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0168_STAMPING: A 217 1946
 NN0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0168+STABILITY: SURFACE MOTION
 NN0168
 NN0168  HISTORY     - Date     Condition        Report By
 NN0168  HISTORY     - 1946     MONUMENTED       CGS
 NN0168  HISTORY     - 1964     GOOD             NGS
 NN0168
 NN0168                          STATION DESCRIPTION
 NN0168
 NN0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0168'1.6 MI S FROM PAGE.
 NN0168'1.6 MILES SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0168'AT PAGE, HOLT COUNTY, AT THE INTERSECTION OF AN EAST-AND-WEST
 NN0168'DIRT ROAD, 51 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 34
 NN0168'FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 20.5 FEET
 NN0168'NORTHEAST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A
 NN0168'CULVERT, 20 FEET EAST OF A POLE AND A FENCE CORNER, 2 FEET
 NN0168'SOUTH OF A FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST,
 NN0168'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED A 217
 NN0168'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 NN0168'ABOVE GROUND.  NOTE-- STATE HIGHWAY 108 SHOULD BE CHANGED TO
 NN0168'READ STATE SPUR 320.  STEEL WITNESS POST IS 1 FOOT NORTH OF B.M.
 NN0168
 NN0168                          STATION RECOVERY (1964)
 NN0168
 NN0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NN0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0210 ***********************************************************************
 NN0210  DESIGNATION -  A 218
 NN0210  PID         -  NN0210
 NN0210  STATE/COUNTY-  NE/HOLT
 NN0210  USGS QUAD   -  EMMET (1986)
 NN0210
 NN0210                         *CURRENT SURVEY CONTROL
 NN0210  ___________________________________________________________________
 NN0210* NAD 83(1986)-  42 28 39.     (N)    098 50 01.     (W)     SCALED    
 NN0210* NAVD 88     -       617.794  (meters)    2026.88   (feet)  ADJUSTED  
 NN0210  ___________________________________________________________________
 NN0210  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 NN0210  DYNAMIC HT  -         617.550 (meters)    2026.08  (feet)  COMP
 NN0210  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 NN0210
 NN0210  VERT ORDER  -  FIRST     CLASS II
 NN0210
 NN0210.The horizontal coordinates were scaled from a topographic map and have
 NN0210.an estimated accuracy of +/- 6 seconds.
 NN0210
 NN0210.The orthometric height was determined by differential leveling
 NN0210.and adjusted by the National Geodetic Survey in June 1991..
 NN0210
 NN0210.The geoid height was determined by GEOID03.
 NN0210
 NN0210.The dynamic height is computed by dividing the NAVD 88
 NN0210.geopotential number by the normal gravity value computed on the
 NN0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0210.degrees latitude (g = 980.6199 gals.).
 NN0210
 NN0210.The modeled gravity was interpolated from observed gravity values.
 NN0210
 NN0210;                    North         East    Units  Estimated Accuracy
 NN0210;SPC NE       -   294,230.      595,890.      MT  (+/- 180 meters Scaled)
 NN0210
 NN0210                          SUPERSEDED SURVEY CONTROL
 NN0210
 NN0210  NGVD 29 (??/??/92)  617.575  (m)         2026.16   (f) ADJ UNCH    1 2
 NN0210
 NN0210.Superseded values are not recommended for survey control.
 NN0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0210.See file dsdata.txt to determine how the superseded data were derived.
 NN0210
 NN0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN136028(NAD 83)
 NN0210_MARKER: DB = BENCH MARK DISK
 NN0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0210_STAMPING: A 218 1946
 NN0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0210+STABILITY: SURFACE MOTION
 NN0210
 NN0210  HISTORY     - Date     Condition        Report By
 NN0210  HISTORY     - 1946     MONUMENTED       CGS
 NN0210  HISTORY     - 1982     GOOD             LOCSUR
 NN0210
 NN0210                          STATION DESCRIPTION
 NN0210
 NN0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0210'1.4 MI W FROM EMMET.
 NN0210'1.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0210'THE STATION AT EMMET, HOLT COUNTY, 10 POLES WEST OF MILEPOST
 NN0210'165, AT A ROAD CROSSING, 81 FEET NORTH OF THE CENTERLINE OF THE
 NN0210'TRACK, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 31 FEET
 NN0210'NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 1 FOOT SOUTH
 NN0210'OF A WHITE WOODEN WITNESS POST, AND 5 FEET LOWER THAN THE TRACK.
 NN0210'A STANDARD DISK, STAMPED A 218 1946 AND SET IN THE TOP OF A
 NN0210'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NN0210
 NN0210                          STATION RECOVERY (1982)
 NN0210
 NN0210'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0408 ***********************************************************************
 NN0408  DESIGNATION -  A 219
 NN0408  PID         -  NN0408
 NN0408  STATE/COUNTY-  NE/HOLT
 NN0408  USGS QUAD   -  DUSTIN (1951)
 NN0408
 NN0408                         *CURRENT SURVEY CONTROL
 NN0408  ___________________________________________________________________
 NN0408* NAD 83(1986)-  42 48 44.     (N)    099 06 32.     (W)     SCALED    
 NN0408* NAVD 88     -       588.147  (meters)    1929.61   (feet)  ADJUSTED  
 NN0408  ___________________________________________________________________
 NN0408  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 NN0408  DYNAMIC HT  -         587.932 (meters)    1928.91  (feet)  COMP
 NN0408  MODELED GRAV-     980,236.1   (mgal)                       NAVD 88
 NN0408
 NN0408  VERT ORDER  -  SECOND    CLASS 0
 NN0408
 NN0408.The horizontal coordinates were scaled from a topographic map and have
 NN0408.an estimated accuracy of +/- 6 seconds.
 NN0408
 NN0408.The orthometric height was determined by differential leveling
 NN0408.and adjusted by the National Geodetic Survey in June 1991..
 NN0408
 NN0408.The geoid height was determined by GEOID03.
 NN0408
 NN0408.The dynamic height is computed by dividing the NAVD 88
 NN0408.geopotential number by the normal gravity value computed on the
 NN0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0408.degrees latitude (g = 980.6199 gals.).
 NN0408
 NN0408.The modeled gravity was interpolated from observed gravity values.
 NN0408
 NN0408;                    North         East    Units  Estimated Accuracy
 NN0408;SPC NE       -   331,140.      572,880.      MT  (+/- 180 meters Scaled)
 NN0408
 NN0408                          SUPERSEDED SURVEY CONTROL
 NN0408
 NN0408  NGVD 29 (??/??/92)  587.904  (m)         1928.82   (f) ADJ UNCH    2 0
 NN0408
 NN0408.Superseded values are not recommended for survey control.
 NN0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0408.See file dsdata.txt to determine how the superseded data were derived.
 NN0408
 NN0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN910399(NAD 83)
 NN0408_MARKER: DB = BENCH MARK DISK
 NN0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0408_STAMPING: A 219 1946
 NN0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0408+STABILITY: SURFACE MOTION
 NN0408
 NN0408  HISTORY     - Date     Condition        Report By
 NN0408  HISTORY     - 1946     MONUMENTED       CGS
 NN0408
 NN0408                          STATION DESCRIPTION
 NN0408
 NN0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0408'18.1 MI N FROM STUART.
 NN0408'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0408'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0408'NO. 20, THENCE NORTH 15.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0408'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD
 NN0408'AND AN EAST-WEST DIRT ROAD, 61.0 FEET EAST OF AND ABOUT 1.0 FOOT
 NN0408'HIGHER THAN THE CENTER LINE OF THE GRAVELED ROAD, 37.0 FEET
 NN0408'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 31.0 FEET EAST
 NN0408'OF A FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT WEST
 NN0408'OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED A 219 1946
 NN0408'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 NN0408'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0189 ***********************************************************************
 MM0189  DESIGNATION -  A 22
 MM0189  PID         -  MM0189
 MM0189  STATE/COUNTY-  NE/HOOKER
 MM0189  USGS QUAD   -  DISMAL RIVER RANCH NE (1985)
 MM0189
 MM0189                         *CURRENT SURVEY CONTROL
 MM0189  ___________________________________________________________________
 MM0189* NAD 83(1986)-  41 59 06.     (N)    101 02 44.     (W)     SCALED    
 MM0189* NAVD 88     -      1021.160  (meters)    3350.26   (feet)  ADJUSTED  
 MM0189  ___________________________________________________________________
 MM0189  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 MM0189  DYNAMIC HT  -        1020.627 (meters)    3348.51  (feet)  COMP
 MM0189  MODELED GRAV-     980,064.6   (mgal)                       NAVD 88
 MM0189
 MM0189  VERT ORDER  -  FIRST     CLASS II
 MM0189
 MM0189.The horizontal coordinates were scaled from a topographic map and have
 MM0189.an estimated accuracy of +/- 6 seconds.
 MM0189
 MM0189.The orthometric height was determined by differential leveling
 MM0189.and adjusted by the National Geodetic Survey in June 1991..
 MM0189
 MM0189.The geoid height was determined by GEOID03.
 MM0189
 MM0189.The dynamic height is computed by dividing the NAVD 88
 MM0189.geopotential number by the normal gravity value computed on the
 MM0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0189.degrees latitude (g = 980.6199 gals.).
 MM0189
 MM0189.The modeled gravity was interpolated from observed gravity values.
 MM0189
 MM0189;                    North         East    Units  Estimated Accuracy
 MM0189;SPC NE       -   239,420.      413,380.      MT  (+/- 180 meters Scaled)
 MM0189
 MM0189                          SUPERSEDED SURVEY CONTROL
 MM0189
 MM0189  NGVD 29 (02/14/92) 1020.855  (m)         3349.26   (f) ADJUSTED    1 2
 MM0189
 MM0189.Superseded values are not recommended for survey control.
 MM0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0189.See file dsdata.txt to determine how the superseded data were derived.
 MM0189
 MM0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM305501(NAD 83)
 MM0189_MARKER: DB = BENCH MARK DISK
 MM0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0189_SP_SET: CONCRETE POST
 MM0189_STAMPING: A 22 1933 3349.166
 MM0189_MARK LOGO: CGS   
 MM0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0189+STABILITY: SURFACE MOTION
 MM0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0189+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1991
 MM0189
 MM0189  HISTORY     - Date     Condition        Report By
 MM0189  HISTORY     - 1933     MONUMENTED       CGS
 MM0189  HISTORY     - 1947     GOOD             NGS
 MM0189  HISTORY     - 1984     GOOD             USGS
 MM0189  HISTORY     - 19910817 GOOD             NGS
 MM0189
 MM0189                          STATION DESCRIPTION
 MM0189
 MM0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0189'4.1 MI S FROM MULLEN.
 MM0189'4.1 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0189'MULLEN, HOOKER COUNTY, 0.6 MILE SOUTH OF THE CHARLES L ERNY
 MM0189'RANCH, AT THE TOP OF A HILL, ABOUT 300 FEET WEST OF THE
 MM0189'CENTERLINE OF THE OLD HIGHWAY, AND 150 FEET EAST OF A FENCE LINE.
 MM0189'A STANDAR DISK, STAMPED 3349.166 A 22 1933 AND SET IN TH TOP
 MM0189'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0189
 MM0189                          STATION RECOVERY (1947)
 MM0189
 MM0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MM0189'RECOVERED IN GOOD CONDITION.
 MM0189
 MM0189                          STATION RECOVERY (1984)
 MM0189
 MM0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0189'MULLEN 4.1 MILES SOUTH OF, 12.7 MILES SOUTH ALONG STATE HIGHWAY 97
 MM0189'FROM MULLEN, HOOKER CO., 0.6 MILE SOUTH OF THE CHARLES L ERNY RANCH,
 MM0189'AT THE TOP OF A HILL, ABOUT 300 FEET WEST OF THE CENTERLINE OF THE
 MM0189'OLD HIGHWAY, AND 150 FEET EAST OF A T-FE. WEST. A STANDARD DISK
 MM0189'STAMPED '3349.166 A 22 1933'. AND SET IN THE TOP OF A CONCRETE POST
 MM0189'PROJECTING 6 INHES ABOVE THE GROUND.
 MM0189
 MM0189                          STATION RECOVERY (1991)
 MM0189
 MM0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0189'6.3 KM (3.90 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0189'OF STATE HIGHWAY 2 IN MULLEN, 100.7 M (330.4 FT) WEST OF AND LEVEL
 MM0189'WITH THE HIGHWAY CENTERLINE, 95.9 M (314.6 FT) WEST OF A WITNESS POST
 MM0189'AND FENCE, 45.6 M (149.6 FT) EAST OF A T-FENCE CORNER, AND THE
 MM0189'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 MM0189'MONUMENT IS ON PROPERTY OWNED BY REVERE CATTLE COMPANY, CONTACT--MRS.
 MM0189'TETER, P.O. BOX 92, MULLEN, NE 69152, TELEPHONE NUMBER (308)
 MM0189'546-2745.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0358 ***********************************************************************
 NN0358  DESIGNATION -  A 220
 NN0358  PID         -  NN0358
 NN0358  STATE/COUNTY-  NE/ROCK
 NN0358  USGS QUAD   -  NEWPORT (1954)
 NN0358
 NN0358                         *CURRENT SURVEY CONTROL
 NN0358  ___________________________________________________________________
 NN0358* NAD 83(1986)-  42 35 39.     (N)    099 18 50.     (W)     SCALED    
 NN0358* NAVD 88     -       677.315  (meters)    2222.16   (feet)  ADJUSTED  
 NN0358  ___________________________________________________________________
 NN0358  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 NN0358  DYNAMIC HT  -         677.045 (meters)    2221.27  (feet)  COMP
 NN0358  MODELED GRAV-     980,199.7   (mgal)                       NAVD 88
 NN0358
 NN0358  VERT ORDER  -  FIRST     CLASS II
 NN0358
 NN0358.The horizontal coordinates were scaled from a topographic map and have
 NN0358.an estimated accuracy of +/- 6 seconds.
 NN0358
 NN0358.The orthometric height was determined by differential leveling
 NN0358.and adjusted by the National Geodetic Survey in June 1991..
 NN0358
 NN0358.The geoid height was determined by GEOID03.
 NN0358
 NN0358.The dynamic height is computed by dividing the NAVD 88
 NN0358.geopotential number by the normal gravity value computed on the
 NN0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0358.degrees latitude (g = 980.6199 gals.).
 NN0358
 NN0358.The modeled gravity was interpolated from observed gravity values.
 NN0358
 NN0358;                    North         East    Units  Estimated Accuracy
 NN0358;SPC NE       -   306,770.      556,300.      MT  (+/- 180 meters Scaled)
 NN0358
 NN0358                          SUPERSEDED SURVEY CONTROL
 NN0358
 NN0358  NGVD 29 (??/??/92)  677.077  (m)         2221.38   (f) ADJ UNCH    1 2
 NN0358
 NN0358.Superseded values are not recommended for survey control.
 NN0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0358.See file dsdata.txt to determine how the superseded data were derived.
 NN0358
 NN0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN742157(NAD 83)
 NN0358_MARKER: DB = BENCH MARK DISK
 NN0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0358_STAMPING: A 220 1946
 NN0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0358+STABILITY: SURFACE MOTION
 NN0358
 NN0358  HISTORY     - Date     Condition        Report By
 NN0358  HISTORY     - 1946     MONUMENTED       CGS
 NN0358  HISTORY     - 1982     GOOD             LOCSUR
 NN0358
 NN0358                          STATION DESCRIPTION
 NN0358
 NN0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0358'0.5 MI S FROM NEWPORT.
 NN0358'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0358'NEWPORT, ROCK COUNTY, THENCE 0.7 MILE EAST ALONG U.S. HIGHWAY
 NN0358'2.  50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 27.5 FEET
 NN0358'EAST OF A POLE AT A FENCE CORNER, 15 FEET SOUTHWEST OF A 12-INCH
 NN0358'COTTONWOOD TREE, 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A
 NN0358'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A
 NN0358'STANDARD DISK, STAMPED A 220 1946 AND SET IN THE TOP OF A
 NN0358'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0358
 NN0358                          STATION RECOVERY (1982)
 NN0358
 NN0358'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0359 ***********************************************************************
 NN0359  DESIGNATION -  A 220 RESET
 NN0359  PID         -  NN0359
 NN0359  STATE/COUNTY-  NE/ROCK
 NN0359  USGS QUAD   -  NEWPORT (1954)
 NN0359
 NN0359                         *CURRENT SURVEY CONTROL
 NN0359  ___________________________________________________________________
 NN0359* NAD 83(1986)-  42 35 39.     (N)    099 18 50.     (W)     SCALED    
 NN0359* NAVD 88     -       677.00   (+/-2cm)    2221.1    (feet)  VERTCON   
 NN0359  ___________________________________________________________________
 NN0359  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 NN0359
 NN0359  VERT ORDER  -  THIRD (See Below)
 NN0359
 NN0359.The horizontal coordinates were scaled from a topographic map and have
 NN0359.an estimated accuracy of +/- 6 seconds.
 NN0359
 NN0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0359.The vertical order pertains to the NGVD 29 superseded value.
 NN0359
 NN0359.The geoid height was determined by GEOID03.
 NN0359
 NN0359;                    North         East    Units  Estimated Accuracy
 NN0359;SPC NE       -   306,770.      556,300.      MT  (+/- 180 meters Scaled)
 NN0359
 NN0359                          SUPERSEDED SURVEY CONTROL
 NN0359
 NN0359  NGVD 29 (08/02/06)  676.76   (m)         2220.3    (f) RESET       3  
 NN0359
 NN0359.Superseded values are not recommended for survey control.
 NN0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0359.See file dsdata.txt to determine how the superseded data were derived.
 NN0359
 NN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN742157(NAD 83)
 NN0359_MARKER: DB = BENCH MARK DISK
 NN0359_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0359+WITH SETTING: INTO GROUND
 NN0359_STAMPING: A 220 RESET 1976
 NN0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0359+STABILITY: SURFACE MOTION
 NN0359
 NN0359  HISTORY     - Date     Condition        Report By
 NN0359  HISTORY     - 1976     MONUMENTED       NGS
 NN0359
 NN0359                          STATION DESCRIPTION
 NN0359
 NN0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0359'1.2 MI SE FROM NEWPORT.
 NN0359'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 NN0359'NEWPORT, ROCK COUNTY, THENCE 0.7 MILE EAST ALONG U.S. HIGHWAY
 NN0359'20, 68 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2.5 FEET SOUTH
 NN0359'OF A CORNER FENCE POST, 1 FOOT WEST OF A NORTH-SOUTH FENCE AND
 NN0359'1 FOOT SOUTH OF A METAL WITNESS POST.  A STANDARD BENCH MARK
 NN0359'DISK STAMPED, A 220 RESET 1976, CRIMPED TO THE TOP OF A 5/8 INCH
 NN0359'COPPER COATED ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM,
 NN0359'ENCASED IN A TILE WITH GRAVEL AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1238 ***********************************************************************
 NM1238  DESIGNATION -  A 221
 NM1238  PID         -  NM1238
 NM1238  STATE/COUNTY-  NE/PIERCE
 NM1238  USGS QUAD   -  PIERCE (1976)
 NM1238
 NM1238                         *CURRENT SURVEY CONTROL
 NM1238  ___________________________________________________________________
 NM1238* NAD 83(1986)-  42 12 23.     (N)    097 32 08.     (W)     SCALED    
 NM1238* NAVD 88     -       481.929  (meters)    1581.13   (feet)  ADJUSTED  
 NM1238  ___________________________________________________________________
 NM1238  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NM1238  DYNAMIC HT  -         481.745 (meters)    1580.53  (feet)  COMP
 NM1238  MODELED GRAV-     980,224.7   (mgal)                       NAVD 88
 NM1238
 NM1238  VERT ORDER  -  FIRST     CLASS II
 NM1238
 NM1238.The horizontal coordinates were scaled from a topographic map and have
 NM1238.an estimated accuracy of +/- 6 seconds.
 NM1238
 NM1238.The orthometric height was determined by differential leveling
 NM1238.and adjusted by the National Geodetic Survey in June 1991..
 NM1238
 NM1238.The geoid height was determined by GEOID03.
 NM1238
 NM1238.The dynamic height is computed by dividing the NAVD 88
 NM1238.geopotential number by the normal gravity value computed on the
 NM1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1238.degrees latitude (g = 980.6199 gals.).
 NM1238
 NM1238.The modeled gravity was interpolated from observed gravity values.
 NM1238
 NM1238;                    North         East    Units  Estimated Accuracy
 NM1238;SPC NE       -   266,380.      703,440.      MT  (+/- 180 meters Scaled)
 NM1238
 NM1238                          SUPERSEDED SURVEY CONTROL
 NM1238
 NM1238  NGVD 29 (??/??/92)  481.758  (m)         1580.57   (f) ADJ UNCH    1 2
 NM1238
 NM1238.Superseded values are not recommended for survey control.
 NM1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1238.See file dsdata.txt to determine how the superseded data were derived.
 NM1238
 NM1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM208737(NAD 83)
 NM1238_MARKER: DB = BENCH MARK DISK
 NM1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1238_STAMPING: A 221 1946
 NM1238_MARK LOGO: CGS   
 NM1238_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1238+STABILITY: SURFACE MOTION
 NM1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1238+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1238
 NM1238  HISTORY     - Date     Condition        Report By
 NM1238  HISTORY     - 1946     MONUMENTED       CGS
 NM1238  HISTORY     - 19991025 GOOD             NGS
 NM1238
 NM1238                          STATION DESCRIPTION
 NM1238
 NM1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1238'0.7 MI NW FROM PIERCE.
 NM1238'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COUNTY
 NM1238'COURTHOUSE AT PIERCE, PIERCE COUNTY, 1 POLE SOUTHEAST OF CHICAGO
 NM1238'AND NORTH WESTERN RAILWAY MILEPOST 15, NEAR AN EAST-AND-WEST
 NM1238'ROAD CROSSING, 106 FEET NORTH OF THE CENTERLINE OF THE ROAD, 51
 NM1238'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 42 FEET NORTHEAST
 NM1238'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A WHITE WOODEN
 NM1238'WITNESS POST, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 NM1238'STAMPED A 221 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1238'2 INCHES ABOVE GROUND.
 NM1238
 NM1238                          STATION RECOVERY (1999)
 NM1238
 NM1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1238'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 NM1238'IN PIERCE, 25.1 M (82.3 FT) SOUTHEAST OF THE NORTHEAST END OF A
 NM1238'CULVERT UNDER THE HIGHWAY, 21.0 M (68.9 FT) NORTH OF THE EXTENDED
 NM1238'CENTERLINE OF COUNTY ROAD 854, 18.2 M (59.7 FT) SOUTHEAST OF A
 NM1238'RIGHT-OF-WAY POST, 14.4 M (47.2 FT) NORTHEAST OF THE HIGHWAY
 NM1238'CENTERLINE, 11.7 M (38.4 FT) NORTHWEST OF A UTILITY POLE WITH A
 NM1238'TRANSFORMER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 NM1238'FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 NM1238'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1597 ***********************************************************************
 NM1597  DESIGNATION -  A 222 RESET
 NM1597  PID         -  NM1597
 NM1597  STATE/COUNTY-  NE/ANTELOPE
 NM1597  USGS QUAD   -  BRUNSWICK (1963)
 NM1597
 NM1597                         *CURRENT SURVEY CONTROL
 NM1597  ___________________________________________________________________
 NM1597* NAD 83(1986)-  42 21 00.     (N)    097 57 12.     (W)     SCALED    
 NM1597* NAVD 88     -       545.37   (+/-2cm)    1789.3    (feet)  VERTCON   
 NM1597  ___________________________________________________________________
 NM1597  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 NM1597
 NM1597  VERT ORDER  -  THIRD (See Below)
 NM1597
 NM1597.The horizontal coordinates were scaled from a topographic map and have
 NM1597.an estimated accuracy of +/- 6 seconds.
 NM1597
 NM1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1597.The vertical order pertains to the NGVD 29 superseded value.
 NM1597
 NM1597.The geoid height was determined by GEOID03.
 NM1597
 NM1597;                    North         East    Units  Estimated Accuracy
 NM1597;SPC NE       -   281,420.      668,580.      MT  (+/- 180 meters Scaled)
 NM1597
 NM1597                          SUPERSEDED SURVEY CONTROL
 NM1597
 NM1597  NGVD 29 (08/02/06)  545.18   (m)         1788.6    (f) RESET       3  
 NM1597
 NM1597.Superseded values are not recommended for survey control.
 NM1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1597.See file dsdata.txt to determine how the superseded data were derived.
 NM1597
 NM1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM862891(NAD 83)
 NM1597_MARKER: DB = BENCH MARK DISK
 NM1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1597_STAMPING: A 222 RESET 1978
 NM1597_PROJECTION: FLUSH
 NM1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1597+STABILITY: SURFACE MOTION
 NM1597
 NM1597  HISTORY     - Date     Condition        Report By
 NM1597  HISTORY     - 1978     MONUMENTED       NGS
 NM1597
 NM1597                          STATION DESCRIPTION
 NM1597
 NM1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 NM1597'0.8 MI NORTH FROM BRUNSWICK.
 NM1597'0.8 MILE NORTH FROM THE RAILROAD CROSSING IN BRUNSWICK, THENCE 0.9
 NM1597'MILE EAST ALONG U.S. HIGHWAY 20 TO MARK ON LEFT, 77.5 FEET NORTH OF
 NM1597'CENTER OF U.S. HIGHWAY 20, 11.4 FEET NORTH OF TELEPHONE POLE, 7.5
 NM1597'FEET NORTH OF FENCE CORNER, AND A 1 FOOT WEST OF FENCE.
 NM1597'THE MARK IS 1.8 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0557 ***********************************************************************
 NN0557  DESIGNATION -  A 224
 NN0557  PID         -  NN0557
 NN0557  STATE/COUNTY-  NE/KEYA PAHA
 NN0557  USGS QUAD   -  SPRINGVIEW NW (1964)
 NN0557
 NN0557                         *CURRENT SURVEY CONTROL
 NN0557  ___________________________________________________________________
 NN0557* NAD 83(1986)-  42 54 41.     (N)    099 39 00.     (W)     SCALED    
 NN0557* NAVD 88     -       676.729  (meters)    2220.24   (feet)  ADJUSTED  
 NN0557  ___________________________________________________________________
 NN0557  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 NN0557  DYNAMIC HT  -         676.467 (meters)    2219.38  (feet)  COMP
 NN0557  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 NN0557
 NN0557  VERT ORDER  -  FIRST     CLASS II
 NN0557
 NN0557.The horizontal coordinates were scaled from a topographic map and have
 NN0557.an estimated accuracy of +/- 6 seconds.
 NN0557
 NN0557.The orthometric height was determined by differential leveling
 NN0557.and adjusted by the National Geodetic Survey in June 1991..
 NN0557
 NN0557.The geoid height was determined by GEOID03.
 NN0557
 NN0557.The dynamic height is computed by dividing the NAVD 88
 NN0557.geopotential number by the normal gravity value computed on the
 NN0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0557.degrees latitude (g = 980.6199 gals.).
 NN0557
 NN0557.The modeled gravity was interpolated from observed gravity values.
 NN0557
 NN0557;                    North         East    Units  Estimated Accuracy
 NN0557;SPC NE       -   341,840.      528,580.      MT  (+/- 180 meters Scaled)
 NN0557
 NN0557                          SUPERSEDED SURVEY CONTROL
 NN0557
 NN0557  NGVD 29 (??/??/92)  676.442  (m)         2219.29   (f) ADJ UNCH    1 2
 NN0557
 NN0557.Superseded values are not recommended for survey control.
 NN0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0557.See file dsdata.txt to determine how the superseded data were derived.
 NN0557
 NN0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN469511(NAD 83)
 NN0557_MARKER: DB = BENCH MARK DISK
 NN0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0557_STAMPING: A 224 1946
 NN0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0557+STABILITY: SURFACE MOTION
 NN0557
 NN0557  HISTORY     - Date     Condition        Report By
 NN0557  HISTORY     - 1946     MONUMENTED       CGS
 NN0557
 NN0557                          STATION DESCRIPTION
 NN0557
 NN0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0557'11 MI NE FROM SPRINGVIEW.
 NN0557'ALONG A GRADED COUNTY ROAD, 5.0 MILES NORTH THENCE 5.0 MILES
 NN0557'EAST THENCE 1.0 MILE NORTH OF THE COURT HOUSE IN SPRINGVIEW, 36
 NN0557'FEET WEST OF THE CENTER OF THE MAIN ROAD, 30 FEET SOUTH OF THE
 NN0557'CENTER OF A DIM ROAD TO THE WEST, 8 FEET WEST OF A CORNER FENCE
 NN0557'POST, 2 FEET NORTH OF A FENCE, 3 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1174 ***********************************************************************
 NM1174  DESIGNATION -  A 225
 NM1174  PID         -  NM1174
 NM1174  STATE/COUNTY-  NE/WAYNE
 NM1174  USGS QUAD   -  NORFOLK NE (1976)
 NM1174
 NM1174                         *CURRENT SURVEY CONTROL
 NM1174  ___________________________________________________________________
 NM1174* NAD 83(1986)-  42 09 08.     (N)    097 17 20.     (W)     SCALED    
 NM1174* NAVD 88     -       533.692  (meters)    1750.95   (feet)  ADJUSTED  
 NM1174  ___________________________________________________________________
 NM1174  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 NM1174  DYNAMIC HT  -         533.490 (meters)    1750.29  (feet)  COMP
 NM1174  MODELED GRAV-     980,226.8   (mgal)                       NAVD 88
 NM1174
 NM1174  VERT ORDER  -  FIRST     CLASS II
 NM1174
 NM1174.The horizontal coordinates were scaled from a topographic map and have
 NM1174.an estimated accuracy of +/- 6 seconds.
 NM1174
 NM1174.The orthometric height was determined by differential leveling
 NM1174.and adjusted by the National Geodetic Survey in June 1991..
 NM1174
 NM1174.The geoid height was determined by GEOID03.
 NM1174
 NM1174.The dynamic height is computed by dividing the NAVD 88
 NM1174.geopotential number by the normal gravity value computed on the
 NM1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1174.degrees latitude (g = 980.6199 gals.).
 NM1174
 NM1174.The modeled gravity was interpolated from observed gravity values.
 NM1174
 NM1174;                    North         East    Units  Estimated Accuracy
 NM1174;SPC NE       -   260,970.      723,980.      MT  (+/- 180 meters Scaled)
 NM1174
 NM1174                          SUPERSEDED SURVEY CONTROL
 NM1174
 NM1174  NGVD 29 (??/??/92)  533.493  (m)         1750.30   (f) ADJ UNCH    1 2
 NM1174
 NM1174.Superseded values are not recommended for survey control.
 NM1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1174.See file dsdata.txt to determine how the superseded data were derived.
 NM1174
 NM1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM413680(NAD 83)
 NM1174_MARKER: DB = BENCH MARK DISK
 NM1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1174_STAMPING: A 225 1947
 NM1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1174+STABILITY: SURFACE MOTION
 NM1174
 NM1174  HISTORY     - Date     Condition        Report By
 NM1174  HISTORY     - 1947     MONUMENTED       CGS
 NM1174  HISTORY     - 1954     GOOD             NGS
 NM1174
 NM1174                          STATION DESCRIPTION
 NM1174
 NM1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1174'3.2 MI NE FROM HOSKINS.
 NM1174'3.15 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM1174'OMAHA RAILWAY FROM THE STATION AT HOSKINS, 0.25 MILE NORTH OF A
 NM1174'COUNTY ROAD CROSSING, 210.0 FEET SOUTHEAST OF AND ACROSS THE TRACK
 NM1174'FROM MILE POST EMR 35, AT THE TOP OF A SHORT STEEP HILL WHICH IS
 NM1174'BETWEEN TWO HIGH FILLS, 90.0 FEET EAST OF THE EAST RAIL OF THE
 NM1174'TRACK, 93.5 FEET SOUTHEAST OF ONE TELEPHONE POLE AND 72.0 FEET
 NM1174'NORTHEAST OF ANOTHER TELEPHONE POLE, 16.5 FEET WEST OF THE CENTER
 NM1174'OF A PRIVATE ROAD LEADING NORTH TO A FARM HOUSE, 6.5 FEET WEST OF
 NM1174'THE EAST RIGHT OF WAY FENCE, 2.3 FEET NORTH OF A REFERENCE POST,
 NM1174'SET IN A CONCRETE POST ABOUT 10 FEET ABOVE THE TRACK AND PROJECTING
 NM1174'0.3 FOOT.
 NM1174
 NM1174                          STATION RECOVERY (1954)
 NM1174
 NM1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 NM1174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0496 ***********************************************************************
 NN0496  DESIGNATION -  A 226
 NN0496  PID         -  NN0496
 NN0496  STATE/COUNTY-  NE/ROCK
 NN0496  USGS QUAD   -  LONG PINE (1954)
 NN0496
 NN0496                         *CURRENT SURVEY CONTROL
 NN0496  ___________________________________________________________________
 NN0496* NAD 83(1986)-  42 33 08.     (N)    099 39 22.     (W)     SCALED    
 NN0496* NAVD 88     -       726.457  (meters)    2383.38   (feet)  ADJUSTED  
 NN0496  ___________________________________________________________________
 NN0496  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 NN0496  DYNAMIC HT  -         726.157 (meters)    2382.40  (feet)  COMP
 NN0496  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 NN0496
 NN0496  VERT ORDER  -  FIRST     CLASS II
 NN0496
 NN0496.The horizontal coordinates were scaled from a topographic map and have
 NN0496.an estimated accuracy of +/- 6 seconds.
 NN0496
 NN0496.The orthometric height was determined by differential leveling
 NN0496.and adjusted by the National Geodetic Survey in June 1991..
 NN0496
 NN0496.The geoid height was determined by GEOID03.
 NN0496
 NN0496.The dynamic height is computed by dividing the NAVD 88
 NN0496.geopotential number by the normal gravity value computed on the
 NN0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0496.degrees latitude (g = 980.6199 gals.).
 NN0496
 NN0496.The modeled gravity was interpolated from observed gravity values.
 NN0496
 NN0496;                    North         East    Units  Estimated Accuracy
 NN0496;SPC NE       -   301,940.      528,240.      MT  (+/- 180 meters Scaled)
 NN0496
 NN0496                          SUPERSEDED SURVEY CONTROL
 NN0496
 NN0496  NGVD 29 (??/??/92)  726.187  (m)         2382.50   (f) ADJ UNCH    1 2
 NN0496
 NN0496.Superseded values are not recommended for survey control.
 NN0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0496.See file dsdata.txt to determine how the superseded data were derived.
 NN0496
 NN0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN461113(NAD 83)
 NN0496_MARKER: DB = BENCH MARK DISK
 NN0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0496_STAMPING: A 226 1946
 NN0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0496+STABILITY: SURFACE MOTION
 NN0496
 NN0496  HISTORY     - Date     Condition        Report By
 NN0496  HISTORY     - 1946     MONUMENTED       CGS
 NN0496
 NN0496                          STATION DESCRIPTION
 NN0496
 NN0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0496'3.4 MI NE FROM LONG PINE.
 NN0496'IN ROCK COUNTY, 3.4 MILES NORTHEAST OF LONG PINE, BROWN COUNTY,
 NN0496'THIS BENCH MARK MAY BE REACHED BY GOING 0.3 MILE NORTHEAST ALONG
 NN0496'THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION, THENCE
 NN0496'2.0 MILES EAST AND 1.1 MILES NORTH ALONG DIRT ROADS.  IT IS AT
 NN0496'THE JUNCTION WITH U.S. HIGHWAY 20, 110 FEET SOUTHEAST OF THE
 NN0496'CENTERLINE OF THE HIGHWAY, 49 FEET EAST OF THE CENTERLINE OF THE
 NN0496'DIRT ROAD, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, IN LINE
 NN0496'WITH THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE HIGHWAY.  A
 NN0496'STANDARD DISK, STAMPED A 226 1946 AND SET IN THE TOP OF A CONCRETE
 NN0496'POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0009 ***********************************************************************
 NO0009  DESIGNATION -  A 227
 NO0009  PID         -  NO0009
 NO0009  STATE/COUNTY-  NE/BROWN
 NO0009  USGS QUAD   -  JOHNSTOWN (1985)
 NO0009
 NO0009                         *CURRENT SURVEY CONTROL
 NO0009  ___________________________________________________________________
 NO0009* NAD 83(1986)-  42 34 20.     (N)    100 04 02.     (W)     SCALED    
 NO0009* NAVD 88     -       787.447  (meters)    2583.48   (feet)  ADJUSTED  
 NO0009  ___________________________________________________________________
 NO0009  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 NO0009  DYNAMIC HT  -         787.115 (meters)    2582.39  (feet)  COMP
 NO0009  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 NO0009
 NO0009  VERT ORDER  -  FIRST     CLASS II
 NO0009
 NO0009.The horizontal coordinates were scaled from a topographic map and have
 NO0009.an estimated accuracy of +/- 6 seconds.
 NO0009
 NO0009.The orthometric height was determined by differential leveling
 NO0009.and adjusted by the National Geodetic Survey in June 1991..
 NO0009
 NO0009.The geoid height was determined by GEOID03.
 NO0009
 NO0009.The dynamic height is computed by dividing the NAVD 88
 NO0009.geopotential number by the normal gravity value computed on the
 NO0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0009.degrees latitude (g = 980.6199 gals.).
 NO0009
 NO0009.The modeled gravity was interpolated from observed gravity values.
 NO0009
 NO0009;                    North         East    Units  Estimated Accuracy
 NO0009;SPC NE       -   304,110.      494,480.      MT  (+/- 180 meters Scaled)
 NO0009
 NO0009                          SUPERSEDED SURVEY CONTROL
 NO0009
 NO0009  NGVD 29 (??/??/92)  787.152  (m)         2582.51   (f) ADJ UNCH    1 2
 NO0009
 NO0009.Superseded values are not recommended for survey control.
 NO0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0009.See file dsdata.txt to determine how the superseded data were derived.
 NO0009
 NO0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN124138(NAD 83)
 NO0009_MARKER: DB = BENCH MARK DISK
 NO0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0009_STAMPING: A 227 1946
 NO0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0009+STABILITY: SURFACE MOTION
 NO0009
 NO0009  HISTORY     - Date     Condition        Report By
 NO0009  HISTORY     - 1946     MONUMENTED       CGS
 NO0009  HISTORY     - 1975     GOOD             NGS
 NO0009
 NO0009                          STATION DESCRIPTION
 NO0009
 NO0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0009'0.6 MI W FROM JOHNSTOWN.
 NO0009'0.6 MILE WEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0009'WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY, AT THE
 NO0009'JUNCTION OF A NORTH-AND-SOUTH DIRT ROAD, 92 FEET SOUTH OF THE
 NO0009'CENTERLINE OF THE HIGHWAY, 46 FEET EAST OF THE CENTERLINE OF THE
 NO0009'ROAD, 43 FEET NORTH OF THE CENTERLINE OF THE C. AND N.W. RY.
 NO0009'TRACK, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, IN LINE
 NO0009'WITH A ROW OF POLES, AND 2 FEET LOWER THAN THE HIGHWAY.  A
 NO0009'STANDARD DISK, STAMPED A 227 1946 AND SET IN THE TOP OF A
 NO0009'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0009
 NO0009                          STATION RECOVERY (1975)
 NO0009
 NO0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0067 ***********************************************************************
 NO0067  DESIGNATION -  A 228
 NO0067  PID         -  NO0067
 NO0067  STATE/COUNTY-  NE/BROWN
 NO0067  USGS QUAD   -  NORDEN (1983)
 NO0067
 NO0067                         *CURRENT SURVEY CONTROL
 NO0067  ___________________________________________________________________
 NO0067* NAD 83(1986)-  42 45 03.     (N)    100 03 51.     (W)     SCALED    
 NO0067* NAVD 88     -       751.166  (meters)    2464.45   (feet)  ADJUSTED  
 NO0067  ___________________________________________________________________
 NO0067  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 NO0067  DYNAMIC HT  -         750.872 (meters)    2463.49  (feet)  COMP
 NO0067  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 NO0067
 NO0067  VERT ORDER  -  SECOND    CLASS 0
 NO0067
 NO0067.The horizontal coordinates were scaled from a topographic map and have
 NO0067.an estimated accuracy of +/- 6 seconds.
 NO0067
 NO0067.The orthometric height was determined by differential leveling
 NO0067.and adjusted by the National Geodetic Survey in June 1991..
 NO0067
 NO0067.The geoid height was determined by GEOID03.
 NO0067
 NO0067.The dynamic height is computed by dividing the NAVD 88
 NO0067.geopotential number by the normal gravity value computed on the
 NO0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0067.degrees latitude (g = 980.6199 gals.).
 NO0067
 NO0067.The modeled gravity was interpolated from observed gravity values.
 NO0067
 NO0067;                    North         East    Units  Estimated Accuracy
 NO0067;SPC NE       -   323,950.      494,750.      MT  (+/- 180 meters Scaled)
 NO0067
 NO0067                          SUPERSEDED SURVEY CONTROL
 NO0067
 NO0067  NGVD 29 (??/??/92)  750.874  (m)         2463.49   (f) ADJ UNCH    2 0
 NO0067
 NO0067.Superseded values are not recommended for survey control.
 NO0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0067.See file dsdata.txt to determine how the superseded data were derived.
 NO0067
 NO0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN129336(NAD 83)
 NO0067_MARKER: DB = BENCH MARK DISK
 NO0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0067_STAMPING: A 228 1946
 NO0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0067+STABILITY: SURFACE MOTION
 NO0067
 NO0067  HISTORY     - Date     Condition        Report By
 NO0067  HISTORY     - 1946     MONUMENTED       CGS
 NO0067
 NO0067                          STATION DESCRIPTION
 NO0067
 NO0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0067'14.2 MI N FROM JOHNSTOWN.
 NO0067'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0067'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 13.8
 NO0067'MILES NORTH ALONG A DIRT ROAD LEADING TO NORDEN, AND AT THE TOP
 NO0067'OF A HILL, 35 FEET WEST OF AND ABOUT 2 FEET HIGHER THAN THE
 NO0067'CENTER LINE OF THE ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE,
 NO0067'1 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC
 NO0067'STAMPED A 228 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH
 NO0067'PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED A 228 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0063 ***********************************************************************
 NO0063  DESIGNATION -  A 229
 NO0063  PID         -  NO0063
 NO0063  STATE/COUNTY-  NE/KEYA PAHA
 NO0063  USGS QUAD   -  NORDEN (1983)
 NO0063
 NO0063                         *CURRENT SURVEY CONTROL
 NO0063  ___________________________________________________________________
 NO0063* NAD 83(1986)-  42 47 18.     (N)    100 03 01.     (W)     SCALED    
 NO0063* NAVD 88     -       651.005  (meters)    2135.84   (feet)  ADJUSTED  
 NO0063  ___________________________________________________________________
 NO0063  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 NO0063  DYNAMIC HT  -         650.755 (meters)    2135.02  (feet)  COMP
 NO0063  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 NO0063
 NO0063  VERT ORDER  -  SECOND    CLASS 0
 NO0063
 NO0063.The horizontal coordinates were scaled from a topographic map and have
 NO0063.an estimated accuracy of +/- 6 seconds.
 NO0063
 NO0063.The orthometric height was determined by differential leveling
 NO0063.and adjusted by the National Geodetic Survey in June 1991..
 NO0063
 NO0063.The geoid height was determined by GEOID03.
 NO0063
 NO0063.The dynamic height is computed by dividing the NAVD 88
 NO0063.geopotential number by the normal gravity value computed on the
 NO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0063.degrees latitude (g = 980.6199 gals.).
 NO0063
 NO0063.The modeled gravity was interpolated from observed gravity values.
 NO0063
 NO0063;                    North         East    Units  Estimated Accuracy
 NO0063;SPC NE       -   328,110.      495,890.      MT  (+/- 180 meters Scaled)
 NO0063
 NO0063                          SUPERSEDED SURVEY CONTROL
 NO0063
 NO0063  NGVD 29 (??/??/92)  650.713  (m)         2134.88   (f) ADJ UNCH    2 0
 NO0063
 NO0063.Superseded values are not recommended for survey control.
 NO0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0063.See file dsdata.txt to determine how the superseded data were derived.
 NO0063
 NO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN141378(NAD 83)
 NO0063_MARKER: DB = BENCH MARK DISK
 NO0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0063_STAMPING: A 229 1946
 NO0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0063+STABILITY: SURFACE MOTION
 NO0063
 NO0063  HISTORY     - Date     Condition        Report By
 NO0063  HISTORY     - 1946     MONUMENTED       CGS
 NO0063
 NO0063                          STATION DESCRIPTION
 NO0063
 NO0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0063'6.2 MI S FROM NORDEN.
 NO0063'ABOUT 6.2 MILES SOUTH ALONG A DIRT ROAD FROM THE NORDEN SCHOOL
 NO0063'BUILDING AT NORDEN, ABOUT 1.0 MILE NORTHWEST OF A STEEL BRIDGE
 NO0063'OVER THE NIOBRARA RIVER, 28 FEET WEST OF AND ABOUT 2 FEET LOWER
 NO0063'THAN THE CENTER LINE OF THE ROAD, 14 FEET WEST OF A 5 INCH ELM
 NO0063'TREE, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A
 NO0063'4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED A 229 1946 AND
 NO0063'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 NO0063'THE GROUND.  STAMPED A 229 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0117 ***********************************************************************
 MM0117  DESIGNATION -  A 23
 MM0117  PID         -  MM0117
 MM0117  STATE/COUNTY-  NE/LINCOLN
 MM0117  USGS QUAD   -  PULLEN RANCH (1972)
 MM0117
 MM0117                         *CURRENT SURVEY CONTROL
 MM0117  ___________________________________________________________________
 MM0117* NAD 83(1986)-  41 23 19.     (N)    100 52 47.     (W)     SCALED    
 MM0117* NAVD 88     -       951.953  (meters)    3123.20   (feet)  ADJUSTED  
 MM0117  ___________________________________________________________________
 MM0117  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 MM0117  DYNAMIC HT  -         951.373 (meters)    3121.30  (feet)  COMP
 MM0117  MODELED GRAV-     979,982.2   (mgal)                       NAVD 88
 MM0117
 MM0117  VERT ORDER  -  FIRST     CLASS II
 MM0117
 MM0117.The horizontal coordinates were scaled from a topographic map and have
 MM0117.an estimated accuracy of +/- 6 seconds.
 MM0117
 MM0117.The orthometric height was determined by differential leveling
 MM0117.and adjusted by the National Geodetic Survey in June 1991..
 MM0117
 MM0117.The geoid height was determined by GEOID03.
 MM0117
 MM0117.The dynamic height is computed by dividing the NAVD 88
 MM0117.geopotential number by the normal gravity value computed on the
 MM0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0117.degrees latitude (g = 980.6199 gals.).
 MM0117
 MM0117.The modeled gravity was interpolated from observed gravity values.
 MM0117
 MM0117;                    North         East    Units  Estimated Accuracy
 MM0117;SPC NE       -   173,050.      426,450.      MT  (+/- 180 meters Scaled)
 MM0117
 MM0117                          SUPERSEDED SURVEY CONTROL
 MM0117
 MM0117  NGVD 29 (02/14/92)  951.577  (m)         3121.97   (f) ADJUSTED    1 2
 MM0117
 MM0117.Superseded values are not recommended for survey control.
 MM0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0117.See file dsdata.txt to determine how the superseded data were derived.
 MM0117
 MM0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL428836(NAD 83)
 MM0117_MARKER: DB = BENCH MARK DISK
 MM0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0117_SP_SET: CONCRETE POST
 MM0117_STAMPING: A 23 1933 3121.966
 MM0117_MARK LOGO: CGS   
 MM0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0117+STABILITY: SURFACE MOTION
 MM0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0117+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0117
 MM0117  HISTORY     - Date     Condition        Report By
 MM0117  HISTORY     - 1933     MONUMENTED       CGS
 MM0117  HISTORY     - 1934     GOOD             NGS
 MM0117  HISTORY     - 19910820 GOOD             NGS
 MM0117
 MM0117                          STATION DESCRIPTION
 MM0117
 MM0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0117'15.5 MI S FROM TRYON.
 MM0117'15.5 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0117'TRYON, MC PHERSON COUNTY, 2.7 MILES NORTH OF ROSEDALE SCHOOL,
 MM0117'57 FEET SOUTH OF THE CENTERLINE OF A PRIVATE ROAD, 70 FEET WEST
 MM0117'OF THE CENTERLINE OF THE OLD HIGHWAY, 8 FEET WEST OF A FENCE
 MM0117'CORNER, AND 2 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED
 MM0117'3121.966 A 23 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0117'PROJECTING 6 INCHES ABOVE GROUND.
 MM0117
 MM0117                          STATION RECOVERY (1934)
 MM0117
 MM0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MM0117'RECOVERED IN GOOD CONDITION.
 MM0117
 MM0117                          STATION RECOVERY (1991)
 MM0117
 MM0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0117'23.2 KM (14.40 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0117'COURTHOUSE IN TRYON, 0.5 KM (0.30 MI) SOUTH OF THE LINCOLN-MCPHERSON
 MM0117'COUNTY LINE, 32.2 M (105.6 FT) SOUTH OF THE CENTER OF A FIELD
 MM0117'ENTRANCE, 20.7 M (67.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 3.3
 MM0117'M (10.8 FT) WEST OF A WITNESS POST AND FENCE, 0.6 M (2.0 FT) BELOW
 MM0117'THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) WEST OF A METAL POST, AND
 MM0117'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0625 ***********************************************************************
 NM0625  DESIGNATION -  A 230
 NM0625  PID         -  NM0625
 NM0625  STATE/COUNTY-  NE/WAYNE
 NM0625  USGS QUAD   -  WAKEFIELD (1967)
 NM0625
 NM0625                         *CURRENT SURVEY CONTROL
 NM0625  ___________________________________________________________________
 NM0625* NAD 83(1986)-  42 15 35.     (N)    096 50 34.     (W)     SCALED    
 NM0625* NAVD 88     -       418.670  (meters)    1373.59   (feet)  ADJUSTED  
 NM0625  ___________________________________________________________________
 NM0625  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 NM0625  DYNAMIC HT  -         418.531 (meters)    1373.13  (feet)  COMP
 NM0625  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 NM0625
 NM0625  VERT ORDER  -  FIRST     CLASS II
 NM0625
 NM0625.The horizontal coordinates were scaled from a topographic map and have
 NM0625.an estimated accuracy of +/- 6 seconds.
 NM0625
 NM0625.The orthometric height was determined by differential leveling
 NM0625.and adjusted by the National Geodetic Survey in June 1991..
 NM0625
 NM0625.The geoid height was determined by GEOID03.
 NM0625
 NM0625.The dynamic height is computed by dividing the NAVD 88
 NM0625.geopotential number by the normal gravity value computed on the
 NM0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0625.degrees latitude (g = 980.6199 gals.).
 NM0625
 NM0625.The modeled gravity was interpolated from observed gravity values.
 NM0625
 NM0625;                    North         East    Units  Estimated Accuracy
 NM0625;SPC NE       -   274,150.      760,390.      MT  (+/- 180 meters Scaled)
 NM0625
 NM0625                          SUPERSEDED SURVEY CONTROL
 NM0625
 NM0625  NGVD 29 (??/??/92)  418.503  (m)         1373.04   (f) ADJ UNCH    1 2
 NM0625
 NM0625.Superseded values are not recommended for survey control.
 NM0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0625.See file dsdata.txt to determine how the superseded data were derived.
 NM0625
 NM0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM779808(NAD 83)
 NM0625_MARKER: DB = BENCH MARK DISK
 NM0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0625_STAMPING: A 230 1947
 NM0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0625+STABILITY: SURFACE MOTION
 NM0625
 NM0625  HISTORY     - Date     Condition        Report By
 NM0625  HISTORY     - 1947     MONUMENTED       CGS
 NM0625  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0625
 NM0625                          STATION DESCRIPTION
 NM0625
 NM0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0625'1.3 MI SE FROM WAKEFIELD.
 NM0625'1.3 MILE SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM0625'OMAHA RAILWAY FROM THE STATION AT WAKEFIELD, 119.0 FEET
 NM0625'NORTHWEST OF THE CENTER OF A SMALL DIRT ROAD, 59.0 FEET EAST OF
 NM0625'MILE POST EMR 8, 42.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 NM0625'THE TRACK, 4.8 FEET SOUTHWEST OF THE NORTHEAST RIGHT OF WAY
 NM0625'FENCE, 2.2 FEET NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE
 NM0625'POST ABOUT 3 FEET BELOW THE TRACK AND PROJECTING 0.1 FOOT.
 NM0625
 NM0625                          STATION RECOVERY (1965)
 NM0625
 NM0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0358 ***********************************************************************
 MK0358  DESIGNATION -  A 231
 MK0358  PID         -  MK0358
 MK0358  STATE/COUNTY-  NE/BURT
 MK0358  USGS QUAD   -  OAKLAND (1966)
 MK0358
 MK0358                         *CURRENT SURVEY CONTROL
 MK0358  ___________________________________________________________________
 MK0358* NAD 83(1986)-  41 45 24.     (N)    096 24 18.     (W)     SCALED    
 MK0358* NAVD 88     -       394.457  (meters)    1294.15   (feet)  ADJUSTED  
 MK0358  ___________________________________________________________________
 MK0358  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 MK0358  DYNAMIC HT  -         394.310 (meters)    1293.67  (feet)  COMP
 MK0358  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 MK0358
 MK0358  VERT ORDER  -  SECOND    CLASS 0
 MK0358
 MK0358.The horizontal coordinates were scaled from a topographic map and have
 MK0358.an estimated accuracy of +/- 6 seconds.
 MK0358
 MK0358.The orthometric height was determined by differential leveling
 MK0358.and adjusted by the National Geodetic Survey in June 1991..
 MK0358
 MK0358.The geoid height was determined by GEOID03.
 MK0358
 MK0358.The dynamic height is computed by dividing the NAVD 88
 MK0358.geopotential number by the normal gravity value computed on the
 MK0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0358.degrees latitude (g = 980.6199 gals.).
 MK0358
 MK0358.The modeled gravity was interpolated from observed gravity values.
 MK0358
 MK0358;                    North         East    Units  Estimated Accuracy
 MK0358;SPC NE       -   219,750.      798,800.      MT  (+/- 180 meters Scaled)
 MK0358
 MK0358                          SUPERSEDED SURVEY CONTROL
 MK0358
 MK0358  NGVD 29 (??/??/92)  394.322  (m)         1293.70   (f) ADJ UNCH    2 0
 MK0358
 MK0358.Superseded values are not recommended for survey control.
 MK0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0358.See file dsdata.txt to determine how the superseded data were derived.
 MK0358
 MK0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM157260(NAD 83)
 MK0358_MARKER: DB = BENCH MARK DISK
 MK0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0358_STAMPING: A 231 1947
 MK0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0358+STABILITY: SURFACE MOTION
 MK0358
 MK0358  HISTORY     - Date     Condition        Report By
 MK0358  HISTORY     - 1947     MONUMENTED       CGS
 MK0358
 MK0358                          STATION DESCRIPTION
 MK0358
 MK0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0358'4.2 MI SW FROM CRAIG.
 MK0358'0.15 MILE WEST AND 2.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE
 MK0358'HIGH SCHOOL AT CRAIG, THENCE 2.0 MILES WEST ALONG A DIRT ROAD,
 MK0358'IN THE NORTHEAST ANGLE OF A CROSS ROAD, 35.0 FEET NORTH OF THE
 MK0358'CENTER OF THE EAST-WEST ROAD, 35.0 FEET EAST OF THE CENTER OF
 MK0358'THE NORTH-SOUTH ROAD, 3.8 FEET NORTHEAST OF A TELEPHONE POLE
 MK0358'WHICH IS BEING USED FOR A FENCE CORNER POST, 2.0 FEET WEST OF
 MK0358'A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 MK0358'AS THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0889 ***********************************************************************
 MJ0889  DESIGNATION -  A 232
 MJ0889  PID         -  MJ0889
 MJ0889  STATE/COUNTY-  NE/SARPY
 MJ0889  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0889
 MJ0889                         *CURRENT SURVEY CONTROL
 MJ0889  ___________________________________________________________________
 MJ0889* NAD 83(1986)-  41 07 20.     (N)    095 55 11.     (W)     SCALED    
 MJ0889* NAVD 88     -       313.051  (meters)    1027.07   (feet)  ADJUSTED  
 MJ0889  ___________________________________________________________________
 MJ0889  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MJ0889  DYNAMIC HT  -         312.924 (meters)    1026.65  (feet)  COMP
 MJ0889  MODELED GRAV-     980,209.0   (mgal)                       NAVD 88
 MJ0889
 MJ0889  VERT ORDER  -  SECOND    CLASS 0
 MJ0889
 MJ0889.The horizontal coordinates were scaled from a topographic map and have
 MJ0889.an estimated accuracy of +/- 6 seconds.
 MJ0889
 MJ0889.The orthometric height was determined by differential leveling
 MJ0889.and adjusted by the National Geodetic Survey in June 1991..
 MJ0889
 MJ0889.The geoid height was determined by GEOID03.
 MJ0889
 MJ0889.The dynamic height is computed by dividing the NAVD 88
 MJ0889.geopotential number by the normal gravity value computed on the
 MJ0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0889.degrees latitude (g = 980.6199 gals.).
 MJ0889
 MJ0889.The modeled gravity was interpolated from observed gravity values.
 MJ0889
 MJ0889;                    North         East    Units  Estimated Accuracy
 MJ0889;SPC NE       -   151,180.      842,420.      MT  (+/- 180 meters Scaled)
 MJ0889
 MJ0889                          SUPERSEDED SURVEY CONTROL
 MJ0889
 MJ0889  NGVD 29 (??/??/92)  312.948  (m)         1026.73   (f) ADJ UNCH    2 0
 MJ0889
 MJ0889.Superseded values are not recommended for survey control.
 MJ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0889.See file dsdata.txt to determine how the superseded data were derived.
 MJ0889
 MJ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF548564(NAD 83)
 MJ0889_MARKER: DB = BENCH MARK DISK
 MJ0889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0889_SP_SET: WALL
 MJ0889_STAMPING: A 232 1947
 MJ0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0889
 MJ0889  HISTORY     - Date     Condition        Report By
 MJ0889  HISTORY     - 1947     MONUMENTED       CGS
 MJ0889
 MJ0889                          STATION DESCRIPTION
 MJ0889
 MJ0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0889'AT FT CROOK.
 MJ0889'AT OFFUT ARMY AIR FIELD IN FT. CROOK, APPROXIMATELY 240 YARDS
 MJ0889'SOUTHWEST OF THE OPERATIONS TOWER, IN THE NORTHEAST WALL OF THE
 MJ0889'FLIGHT OPERATIONS BUILDING (BUILDING NUMBER 29), 4.0 FEET SOUTHEAST
 MJ0889'OF THE NORTHEAST ENTRANCE TO THE BUILDING, SET VERTICALLY 3.0
 MJ0889'FEET ABOVE THE SURFACE OF THE GROUND, AND SET IN A DRILL HOLE
 MJ0889'IN A BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0507 ***********************************************************************
 MK0507  DESIGNATION -  A 233
 MK0507  PID         -  MK0507
 MK0507  STATE/COUNTY-  NE/WASHINGTON
 MK0507  USGS QUAD   -  KENNARD (1968)
 MK0507
 MK0507                         *CURRENT SURVEY CONTROL
 MK0507  ___________________________________________________________________
 MK0507* NAD 83(1986)-  41 28 57.     (N)    096 10 57.     (W)     SCALED    
 MK0507* NAVD 88     -       356.945  (meters)    1171.08   (feet)  ADJUSTED  
 MK0507  ___________________________________________________________________
 MK0507  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 MK0507  DYNAMIC HT  -         356.774 (meters)    1170.52  (feet)  COMP
 MK0507  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 MK0507
 MK0507  VERT ORDER  -  SECOND    CLASS 0
 MK0507
 MK0507.The horizontal coordinates were scaled from a topographic map and have
 MK0507.an estimated accuracy of +/- 6 seconds.
 MK0507
 MK0507.The orthometric height was determined by differential leveling
 MK0507.and adjusted by the National Geodetic Survey in June 1991..
 MK0507
 MK0507.The geoid height was determined by GEOID03.
 MK0507
 MK0507.The dynamic height is computed by dividing the NAVD 88
 MK0507.geopotential number by the normal gravity value computed on the
 MK0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0507.degrees latitude (g = 980.6199 gals.).
 MK0507
 MK0507.The modeled gravity was interpolated from observed gravity values.
 MK0507
 MK0507;                    North         East    Units  Estimated Accuracy
 MK0507;SPC NE       -   190,130.      818,620.      MT  (+/- 180 meters Scaled)
 MK0507
 MK0507                          SUPERSEDED SURVEY CONTROL
 MK0507
 MK0507  NGVD 29 (??/??/92)  356.793  (m)         1170.58   (f) ADJ UNCH    2 0
 MK0507
 MK0507.Superseded values are not recommended for survey control.
 MK0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0507.See file dsdata.txt to determine how the superseded data were derived.
 MK0507
 MK0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL352961(NAD 83)
 MK0507_MARKER: DB = BENCH MARK DISK
 MK0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0507_STAMPING: A 233 1947
 MK0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0507+STABILITY: SURFACE MOTION
 MK0507
 MK0507  HISTORY     - Date     Condition        Report By
 MK0507  HISTORY     - 1947     MONUMENTED       CGS
 MK0507
 MK0507                          STATION DESCRIPTION
 MK0507
 MK0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0507'1.2 MI NE FROM KENNARD.
 MK0507'1.2 MILES NORTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 MK0507'FROM THE STATION AT KENNARD.  THE MARK IS 5 POLES SOUTHWEST OF
 MK0507'RAILWAY BRIDGE 8.2, 41 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MK0507'TRACK AND 3 FEET HIGHER, 41 FEET NORTHWEST OF THE CENTER LINE
 MK0507'OF U.S. HIGHWAY 30, 9 FEET SOUTHWEST OF MILEPOST 19, 2 FEET
 MK0507'NORTHEAST OF A 4 X 4 MARKER POST, AND IN LINE WITH A ROW OF
 MK0507'POLES.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND
 MK0507'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0637 ***********************************************************************
 MK0637  DESIGNATION -  A 234 RESET
 MK0637  PID         -  MK0637
 MK0637  STATE/COUNTY-  NE/DOUGLAS
 MK0637  USGS QUAD   -  IRVINGTON (1984)
 MK0637
 MK0637                         *CURRENT SURVEY CONTROL
 MK0637  ___________________________________________________________________
 MK0637* NAD 83(1986)-  41 18 17.     (N)    096 02 09.     (W)     SCALED    
 MK0637* NAVD 88     -       367.97   (meters)    1207.2    (feet)  RESET     
 MK0637  ___________________________________________________________________
 MK0637  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MK0637
 MK0637  VERT ORDER  -  THIRD
 MK0637
 MK0637.The horizontal coordinates were scaled from a topographic map and have
 MK0637.an estimated accuracy of +/- 6 seconds.
 MK0637
 MK0637.The orthometric height was computed from unverified reset data.
 MK0637
 MK0637.The geoid height was determined by GEOID03.
 MK0637
 MK0637;                    North         East    Units  Estimated Accuracy
 MK0637;SPC NE       -   170,970.      831,760.      MT  (+/- 180 meters Scaled)
 MK0637
 MK0637                          SUPERSEDED SURVEY CONTROL
 MK0637
 MK0637.No superseded survey control is available for this station.
 MK0637
 MK0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL481768(NAD 83)
 MK0637_MARKER: DB = BENCH MARK DISK
 MK0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0637_STAMPING: A 234 RESET 1967
 MK0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0637+STABILITY: SURFACE MOTION
 MK0637
 MK0637  HISTORY     - Date     Condition        Report By
 MK0637  HISTORY     - 1967     MONUMENTED       CGS
 MK0637  HISTORY     - 1976     GOOD             LOCSUR
 MK0637
 MK0637                          STATION DESCRIPTION
 MK0637
 MK0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MK0637'1.6 MI SSE FROM IRVINGTON.
 MK0637'LOCATED IN THE EAST ANGLE OF THE INTERSECTION OF MILITARY AVENUE
 MK0637'AND BROWNE STREET AT THE NORTHWEST SIDE OF OMAHA, 53 FEET
 MK0637'EAST-NORTHEAST OF THE NORTH BOUND LANE OF MILITARY AVENUE, 48
 MK0637'FEET WEST-SOUTHWEST OF CENTER OF A DRIVEWAY, 21 FEET SOUTHEAST
 MK0637'OF THE CENTER OF BROWNE STREET, 1 FOOT NORTHWEST OF A FENCE,
 MK0637'1 FOOT SOUTHWEST OF A METAL WITNESS POST, ACROSS THE STREET
 MK0637'SOUTHEAST OF A HOUSE AT 7906 MILITARY AVENUE, AND SET IN THE
 MK0637'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 MK0637
 MK0637                          STATION RECOVERY (1976)
 MK0637
 MK0637'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI0954 ***********************************************************************
 AI0954  DESIGNATION -  A 234 RESET
 AI0954  PID         -  AI0954
 AI0954  STATE/COUNTY-  NE/DOUGLAS
 AI0954  USGS QUAD   -  IRVINGTON (1984)
 AI0954
 AI0954                         *CURRENT SURVEY CONTROL
 AI0954  ___________________________________________________________________
 AI0954* NAD 83(1986)-  41 18 16.     (N)    096 02 09.     (W)     SCALED    
 AI0954* NAVD 88     -       367.07   (meters)    1204.3    (feet)  RESET     
 AI0954  ___________________________________________________________________
 AI0954  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AI0954
 AI0954  VERT ORDER  -  THIRD
 AI0954
 AI0954.The horizontal coordinates were scaled from a topographic map and have
 AI0954.an estimated accuracy of +/- 6 seconds.
 AI0954
 AI0954.The orthometric height was computed from unverified reset data.
 AI0954
 AI0954.The geoid height was determined by GEOID03.
 AI0954
 AI0954;                    North         East    Units  Estimated Accuracy
 AI0954;SPC NE       -   170,940.      831,760.      MT  (+/- 180 meters Scaled)
 AI0954
 AI0954                          SUPERSEDED SURVEY CONTROL
 AI0954
 AI0954.No superseded survey control is available for this station.
 AI0954
 AI0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL481767(NAD 83)
 AI0954_MARKER: DD = SURVEY DISK
 AI0954_SETTING: 0 = UNSPECIFIED SETTING
 AI0954_STAMPING: A 234 RESET 1966
 AI0954_MARK LOGO: USE   
 AI0954_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0954+SATELLITE: SATELLITE OBSERVATIONS - 1966
 AI0954
 AI0954  HISTORY     - Date     Condition        Report By
 AI0954  HISTORY     - 1966     MONUMENTED       USE
 AI0954
 AI0954                          STATION DESCRIPTION
 AI0954
 AI0954'DESCRIBED BY US ENGINEERS 1966
 AI0954'0.6 MI FROM IRVINGTON, IN OMAHA AT BROWNE STREET AND MILITARY AVENUE,
 AI0954'SET IN NORTHWEST CORNER OF ROAD INTERSECTION, 1.0 FT INSIDE
 AI0954'RIGHT-OF-WAY ON MILITARY AVENUE, APPROXIMATELY 54 FT WEST OF
 AI0954'CENTERLINE OF BROWNE STREET, 52.6 FT SOUTHWEST OF A YELLOW
 AI0954'HOUSE MARKED 7906, 1.2 FT EAST OF A REFERENCE POST, A STANDARD C. OF
 AI0954'E. BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0198 ***********************************************************************
 NM0198  DESIGNATION -  A 235
 NM0198  PID         -  NM0198
 NM0198  STATE/COUNTY-  NE/DAKOTA
 NM0198  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0198
 NM0198                         *CURRENT SURVEY CONTROL
 NM0198  ___________________________________________________________________
 NM0198* NAD 83(1986)-  42 24 56.     (N)    096 26 08.     (W)     SCALED    
 NM0198* NAVD 88     -       335.100  (meters)    1099.41   (feet)  ADJUSTED  
 NM0198  ___________________________________________________________________
 NM0198  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 NM0198  DYNAMIC HT  -         334.993 (meters)    1099.06  (feet)  COMP
 NM0198  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 NM0198
 NM0198  VERT ORDER  -  FIRST     CLASS II
 NM0198
 NM0198.The horizontal coordinates were scaled from a topographic map and have
 NM0198.an estimated accuracy of +/- 6 seconds.
 NM0198
 NM0198.The orthometric height was determined by differential leveling
 NM0198.and adjusted by the National Geodetic Survey in June 1991..
 NM0198
 NM0198.The geoid height was determined by GEOID03.
 NM0198
 NM0198.The dynamic height is computed by dividing the NAVD 88
 NM0198.geopotential number by the normal gravity value computed on the
 NM0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0198.degrees latitude (g = 980.6199 gals.).
 NM0198
 NM0198.The modeled gravity was interpolated from observed gravity values.
 NM0198
 NM0198;                    North         East    Units  Estimated Accuracy
 NM0198;SPC NE       -   292,750.      793,240.      MT  (+/- 180 meters Scaled)
 NM0198
 NM0198                          SUPERSEDED SURVEY CONTROL
 NM0198
 NM0198  NGVD 29 (??/??/92)  334.942  (m)         1098.89   (f) ADJ UNCH    1 2
 NM0198
 NM0198.Superseded values are not recommended for survey control.
 NM0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0198.See file dsdata.txt to determine how the superseded data were derived.
 NM0198
 NM0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM110991(NAD 83)
 NM0198_MARKER: DB = BENCH MARK DISK
 NM0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0198_STAMPING: A 235 1947
 NM0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0198+STABILITY: SURFACE MOTION
 NM0198
 NM0198  HISTORY     - Date     Condition        Report By
 NM0198  HISTORY     - 1947     MONUMENTED       CGS
 NM0198  HISTORY     - 1962     MARK NOT FOUND   NGS
 NM0198
 NM0198                          STATION DESCRIPTION
 NM0198
 NM0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0198'0.8 MI W FROM DAKOTA CITY.
 NM0198'TO REACH FROM THE COURT HOUSE AT DAKOTA CITY GO WEST 0.3 MILE
 NM0198'ALONG U.S. HIGHWAY NO. 77, THENCE WEST 0.5 MILE ALONG STATE
 NM0198'HIGHWAY NO. 35 TO SITE OF MARK.  BENCH MARK IS IN THE SOUTHEAST
 NM0198'CORNER OF A FARMYARD, 134.0 FEET SOUTHEAST OF THE SOUTHEAST
 NM0198'CORNER OF THE FARMHOUSE, 46.4 FEET EAST OF A TWELVE INCH FIR
 NM0198'TREE, 40.5 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 NM0198'THE HIGHWAY, 8.3 FEET NORTH OF A POWER TRANSFORMER POLE, 1.5 FEET
 NM0198'WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.
 NM0198'A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 NM0198'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NM0198
 NM0198                          STATION RECOVERY (1962)
 NM0198
 NM0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NM0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0199 ***********************************************************************
 NM0199  DESIGNATION -  A 235 RESET
 NM0199  PID         -  NM0199
 NM0199  STATE/COUNTY-  NE/DAKOTA
 NM0199  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0199
 NM0199                         *CURRENT SURVEY CONTROL
 NM0199  ___________________________________________________________________
 NM0199* NAD 83(1986)-  42 24 55.     (N)    096 26 08.     (W)     SCALED    
 NM0199* NAVD 88     -       335.06   (meters)    1099.3    (feet)  RESET     
 NM0199  ___________________________________________________________________
 NM0199  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 NM0199
 NM0199  VERT ORDER  -  THIRD
 NM0199
 NM0199.The horizontal coordinates were scaled from a topographic map and have
 NM0199.an estimated accuracy of +/- 6 seconds.
 NM0199
 NM0199.The orthometric height was computed from unverified reset data.
 NM0199
 NM0199.The geoid height was determined by GEOID03.
 NM0199
 NM0199;                    North         East    Units  Estimated Accuracy
 NM0199;SPC NE       -   292,720.      793,240.      MT  (+/- 180 meters Scaled)
 NM0199
 NM0199                          SUPERSEDED SURVEY CONTROL
 NM0199
 NM0199  NGVD 29 (??/??/??)  334.90   (m)         1098.8    (f) RESET       3  
 NM0199
 NM0199.Superseded values are not recommended for survey control.
 NM0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0199.See file dsdata.txt to determine how the superseded data were derived.
 NM0199
 NM0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM110990(NAD 83)
 NM0199_MARKER: DB = BENCH MARK DISK
 NM0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0199+STABILITY: SURFACE MOTION
 NM0199
 NM0199  HISTORY     - Date     Condition        Report By
 NM0199  HISTORY     - 1959     MONUMENTED       NEDR
 NM0199  HISTORY     - 1959     GOOD             NEDR
 NM0199
 NM0199                          STATION DESCRIPTION
 NM0199
 NM0199'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM0199'0.8 MI W FROM DAKOTA CITY.
 NM0199'TO REACH FROM THE COURTHOUSE AT DAKOTA CITY GO WEST 0.3 MILE
 NM0199'ALONG U.S. HIGHWAY NO. 77, THENCE WEST 0.5 MILE ALONG STATE HIGHWAY
 NM0199'NO. 35 TO SITE OF MARK.  BENCH MARK IS IN THE SOUTHEAST CORNER
 NM0199'OF A FARMYARD, 104.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NM0199'FARMHOUSE, 26 FEET EAST OF THE CENTERLINE OF THE FARM DRIVEWAY,
 NM0199'69.4 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF
 NM0199'A POWER POLE, 2 FEET WEST OF A CORNER FENCE POST, 1 FOOT EAST OF A
 NM0199'STEEL POST, A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 NM0199'PROJECTS ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0410 ***********************************************************************
 NM0410  DESIGNATION -  A 236
 NM0410  PID         -  NM0410
 NM0410  STATE/COUNTY-  NE/DAKOTA
 NM0410  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0410
 NM0410                         *CURRENT SURVEY CONTROL
 NM0410  ___________________________________________________________________
 NM0410* NAD 83(1986)-  42 24 29.     (N)    096 25 51.     (W)     SCALED    
 NM0410* NAVD 88     -       334.019  (meters)    1095.86   (feet)  ADJUSTED  
 NM0410  ___________________________________________________________________
 NM0410  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 NM0410  DYNAMIC HT  -         333.912 (meters)    1095.51  (feet)  COMP
 NM0410  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 NM0410
 NM0410  VERT ORDER  -  SECOND    CLASS 0
 NM0410
 NM0410.The horizontal coordinates were scaled from a topographic map and have
 NM0410.an estimated accuracy of +/- 6 seconds.
 NM0410
 NM0410.The orthometric height was determined by differential leveling
 NM0410.and adjusted by the National Geodetic Survey in June 1991..
 NM0410
 NM0410.The geoid height was determined by GEOID03.
 NM0410
 NM0410.The dynamic height is computed by dividing the NAVD 88
 NM0410.geopotential number by the normal gravity value computed on the
 NM0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0410.degrees latitude (g = 980.6199 gals.).
 NM0410
 NM0410.The modeled gravity was interpolated from observed gravity values.
 NM0410
 NM0410;                    North         East    Units  Estimated Accuracy
 NM0410;SPC NE       -   291,930.      793,660.      MT  (+/- 180 meters Scaled)
 NM0410
 NM0410                          SUPERSEDED SURVEY CONTROL
 NM0410
 NM0410  NGVD 29 (??/??/92)  333.861  (m)         1095.34   (f) ADJ UNCH    2 0
 NM0410
 NM0410.Superseded values are not recommended for survey control.
 NM0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0410.See file dsdata.txt to determine how the superseded data were derived.
 NM0410
 NM0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM114982(NAD 83)
 NM0410_MARKER: DB = BENCH MARK DISK
 NM0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0410_STAMPING: A 236 1947
 NM0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0410+STABILITY: SURFACE MOTION
 NM0410
 NM0410  HISTORY     - Date     Condition        Report By
 NM0410  HISTORY     - 1947     MONUMENTED       CGS
 NM0410  HISTORY     - 1971     GOOD             NGS
 NM0410
 NM0410                          STATION DESCRIPTION
 NM0410
 NM0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0410'0.9 MI SW FROM DAKOTA CITY.
 NM0410'ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE COURT
 NM0410'HOUSE AT DAKOTA CITY, 54.0 FEET NORTHWEST OF AND ABOUT 2.0 FEET
 NM0410'LOWER THAN THE CENTER LINE OF THE HIGHWAY, 36.6 FEET SOUTHEAST OF
 NM0410'THE CENTER LINE OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NM0410'TRACK, 35.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM0410'9.7 FEET NORTHEAST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A
 NM0410'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0410'WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 NM0410
 NM0410                          STATION RECOVERY (1971)
 NM0410
 NM0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NM0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0423 ***********************************************************************
 NM0423  DESIGNATION -  A 237
 NM0423  PID         -  NM0423
 NM0423  STATE/COUNTY-  NE/DAKOTA
 NM0423  USGS QUAD   -  HOMER (1976)
 NM0423
 NM0423                         *CURRENT SURVEY CONTROL
 NM0423  ___________________________________________________________________
 NM0423* NAD 83(1986)-  42 17 22.     (N)    096 29 11.     (W)     SCALED    
 NM0423* NAVD 88     -       345.070  (meters)    1132.12   (feet)  ADJUSTED  
 NM0423  ___________________________________________________________________
 NM0423  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 NM0423  DYNAMIC HT  -         344.955 (meters)    1131.74  (feet)  COMP
 NM0423  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 NM0423
 NM0423  VERT ORDER  -  SECOND    CLASS 0
 NM0423
 NM0423.The horizontal coordinates were scaled from a topographic map and have
 NM0423.an estimated accuracy of +/- 6 seconds.
 NM0423
 NM0423.The orthometric height was determined by differential leveling
 NM0423.and adjusted by the National Geodetic Survey in June 1991..
 NM0423
 NM0423.The geoid height was determined by GEOID03.
 NM0423
 NM0423.The dynamic height is computed by dividing the NAVD 88
 NM0423.geopotential number by the normal gravity value computed on the
 NM0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0423.degrees latitude (g = 980.6199 gals.).
 NM0423
 NM0423.The modeled gravity was interpolated from observed gravity values.
 NM0423
 NM0423;                    North         East    Units  Estimated Accuracy
 NM0423;SPC NE       -   278,590.      789,630.      MT  (+/- 180 meters Scaled)
 NM0423
 NM0423                          SUPERSEDED SURVEY CONTROL
 NM0423
 NM0423  NGVD 29 (??/??/92)  344.912  (m)         1131.60   (f) ADJ UNCH    2 0
 NM0423
 NM0423.Superseded values are not recommended for survey control.
 NM0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0423.See file dsdata.txt to determine how the superseded data were derived.
 NM0423
 NM0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM072849(NAD 83)
 NM0423_MARKER: DB = BENCH MARK DISK
 NM0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0423_SP_SET: CULVERT
 NM0423_STAMPING: A 237 1947
 NM0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0423
 NM0423  HISTORY     - Date     Condition        Report By
 NM0423  HISTORY     - 1949     MONUMENTED       CGS
 NM0423
 NM0423                          STATION DESCRIPTION
 NM0423
 NM0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0423'2.3 MI S FROM HOMER.
 NM0423'TO REACH FROM THE POST OFFICE AT HOMER GO EAST 0.1 MILE ALONG
 NM0423'MAIN STREET, THENCE SOUTH 2.2 MILES ALONG U.S. HIGHWAY NO. 77
 NM0423'TO SITE OF MARK.  BENCH MARK IS 18.0 FEET WEST OF AND ABOUT 1.0
 NM0423'FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE
 NM0423'SOUTH END OF THE WEST HEADWALL OF A 5 FT X 6 FT CONCRETE BOX
 NM0423'CULVERT AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0424 ***********************************************************************
 NM0424  DESIGNATION -  A 237 RESET
 NM0424  PID         -  NM0424
 NM0424  STATE/COUNTY-  NE/DAKOTA
 NM0424  USGS QUAD   -  HOMER (1976)
 NM0424
 NM0424                         *CURRENT SURVEY CONTROL
 NM0424  ___________________________________________________________________
 NM0424* NAD 83(1986)-  42 17 22.     (N)    096 29 11.     (W)     SCALED    
 NM0424* NAVD 88     -       345.38   (+/-2cm)    1133.1    (feet)  VERTCON   
 NM0424  ___________________________________________________________________
 NM0424  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 NM0424
 NM0424  VERT ORDER  -  THIRD (See Below)
 NM0424
 NM0424.The horizontal coordinates were scaled from a topographic map and have
 NM0424.an estimated accuracy of +/- 6 seconds.
 NM0424
 NM0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM0424.The vertical order pertains to the NGVD 29 superseded value.
 NM0424
 NM0424.The geoid height was determined by GEOID03.
 NM0424
 NM0424;                    North         East    Units  Estimated Accuracy
 NM0424;SPC NE       -   278,590.      789,630.      MT  (+/- 180 meters Scaled)
 NM0424
 NM0424                          SUPERSEDED SURVEY CONTROL
 NM0424
 NM0424  NGVD 29 (??/??/??)  345.22   (m)         1132.6    (f) RESET       3  
 NM0424
 NM0424.Superseded values are not recommended for survey control.
 NM0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0424.See file dsdata.txt to determine how the superseded data were derived.
 NM0424
 NM0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM072849(NAD 83)
 NM0424_MARKER: DV = VERTICAL CONTROL DISK
 NM0424_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM0424+WITH SETTING: INTO GROUND
 NM0424_STAMPING: A 237 RESET 1973
 NM0424_MARK LOGO: NGS   
 NM0424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NM0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0424
 NM0424  HISTORY     - Date     Condition        Report By
 NM0424  HISTORY     - 1973     MONUMENTED       NGS
 NM0424  HISTORY     - 19920414 GOOD             NEDR
 NM0424
 NM0424                          STATION DESCRIPTION
 NM0424
 NM0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM0424'2.3 MI S FROM HOMER.
 NM0424'TO REACH THE BENCH MARK FROM THE POST OFFICE IN HOMER, GO EAST ON
 NM0424'MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 77,
 NM0424'TURN RIGHT AND GO SOUTH ON HIGHWAY 77 FOR 2.25 MILES TO THE BENCH
 NM0424'MARK ON THE LEFT, 12 FEET WEST OF THE EAST EDGE RIGHT-OF-WAY
 NM0424'FOR HIGHWAY 77, 5 FEET SOUTH OF A POWER POLE AND 1 FOOT NORTH OF
 NM0424'A METAL WITNESS POST.  THE BENCH MARK IS A STANDARD DISK STAMPED
 NM0424'A 237 RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 NM0424'PIPE WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN
 NM0424'A PLASTIC PIPE AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 NM0424
 NM0424                          STATION RECOVERY (1992)
 NM0424
 NM0424'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (HED)
 NM0424'TO REACH THE BENCH MARK FROM THE POST OFFICE IN HOMER, GO EAST ON MAIN
 NM0424'STREET FOR 0.1 MI (0.2 KM) TO U.S. HIGHWAY 77, TURN RIGHT AND GO SOUTH
 NM0424'ON THE HIGHWAY FOR 2.25 MI (3.62 KM) TO THE BENCH MARK ON THE LEFT, 12
 NM0424'FT (3.7 M) WEST FROM THE EAST EDGE OF THE RIGHT-OF-WAY FOR HIGHWAY 77,
 NM0424'5.0 FT (1.5 M) SOUTH OF A POWER POLE AND 1.O FT NORTH FROM A METAL
 NM0424'WITNESS POST.  THE MARK IS A STANDARD DISK, CRIMPED TO THE TOP OF A
 NM0424'5/8 INCH COPPER CLAD METAL ROD, WITH A 10-INCH METAL BASE PLATE BOLTED
 NM0424'TO THE BOTTOM, ENCASED IN A PLASTIC PIPE THAT PROJECTS ABOUT 2 INCHES
 NM0424'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0727 ***********************************************************************
 NM0727  DESIGNATION -  A 239
 NM0727  PID         -  NM0727
 NM0727  STATE/COUNTY-  NE/THURSTON
 NM0727  USGS QUAD   -  THURSTON (1966)
 NM0727
 NM0727                         *CURRENT SURVEY CONTROL
 NM0727  ___________________________________________________________________
 NM0727* NAD 83(1986)-  42 09 46.     (N)    096 41 15.     (W)     SCALED    
 NM0727* NAVD 88     -       424.727  (meters)    1393.46   (feet)  ADJUSTED  
 NM0727  ___________________________________________________________________
 NM0727  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 NM0727  DYNAMIC HT  -         424.579 (meters)    1392.97  (feet)  COMP
 NM0727  MODELED GRAV-     980,258.8   (mgal)                       NAVD 88
 NM0727
 NM0727  VERT ORDER  -  SECOND    CLASS 0
 NM0727
 NM0727.The horizontal coordinates were scaled from a topographic map and have
 NM0727.an estimated accuracy of +/- 6 seconds.
 NM0727
 NM0727.The orthometric height was determined by differential leveling
 NM0727.and adjusted by the National Geodetic Survey in June 1991..
 NM0727
 NM0727.The geoid height was determined by GEOID03.
 NM0727
 NM0727.The dynamic height is computed by dividing the NAVD 88
 NM0727.geopotential number by the normal gravity value computed on the
 NM0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0727.degrees latitude (g = 980.6199 gals.).
 NM0727
 NM0727.The modeled gravity was interpolated from observed gravity values.
 NM0727
 NM0727;                    North         East    Units  Estimated Accuracy
 NM0727;SPC NE       -   263,880.      773,600.      MT  (+/- 180 meters Scaled)
 NM0727
 NM0727                          SUPERSEDED SURVEY CONTROL
 NM0727
 NM0727  NGVD 29 (??/??/92)  424.570  (m)         1392.94   (f) ADJ UNCH    2 0
 NM0727
 NM0727.Superseded values are not recommended for survey control.
 NM0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0727.See file dsdata.txt to determine how the superseded data were derived.
 NM0727
 NM0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM910704(NAD 83)
 NM0727_MARKER: DB = BENCH MARK DISK
 NM0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0727_STAMPING: A 239 1947
 NM0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0727+STABILITY: SURFACE MOTION
 NM0727
 NM0727  HISTORY     - Date     Condition        Report By
 NM0727  HISTORY     - 1947     MONUMENTED       CGS
 NM0727  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0727
 NM0727                          STATION DESCRIPTION
 NM0727
 NM0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0727'2 MI SE FROM THURSTON.
 NM0727'0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE WATER TOWER AT
 NM0727'THURSTON, THENCE SOUTH 1.0 MILE TO A DIRT CROSS ROAD, THENCE
 NM0727'EAST 1.0 MILE TO A DIRT T-ROAD LEADING SOUTH, 44.0 FEET NORTH
 NM0727'OF A POWER POLE, 23.5 FEET NORTH OF THE CENTER OF THE EAST-WEST
 NM0727'ROAD, 14.7 FEET WEST OF THE EXTENDED CENTER LINE OF THE T-ROAD,
 NM0727'5.0 FEET WEST OF A GATE POST, 2.0 FEET SOUTH OF A BARBED WIRE
 NM0727'FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET IN
 NM0727'THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
 NM0727
 NM0727                          STATION RECOVERY (1965)
 NM0727
 NM0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0789 ***********************************************************************
 LH0789  DESIGNATION -  A 24
 LH0789  PID         -  LH0789
 LH0789  STATE/COUNTY-  NE/DAWSON
 LH0789  USGS QUAD   -  LEXINGTON EAST (1983)
 LH0789
 LH0789                         *CURRENT SURVEY CONTROL
 LH0789  ___________________________________________________________________
 LH0789* NAD 83(1986)-  40 46 07.     (N)    099 44 20.     (W)     SCALED    
 LH0789* NAVD 88     -       728.859  (meters)    2391.26   (feet)  ADJUSTED  
 LH0789  ___________________________________________________________________
 LH0789  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 LH0789  DYNAMIC HT  -         728.433 (meters)    2389.87  (feet)  COMP
 LH0789  MODELED GRAV-     980,014.9   (mgal)                       NAVD 88
 LH0789
 LH0789  VERT ORDER  -  FIRST     CLASS II
 LH0789
 LH0789.The horizontal coordinates were scaled from a topographic map and have
 LH0789.an estimated accuracy of +/- 6 seconds.
 LH0789
 LH0789.The orthometric height was determined by differential leveling
 LH0789.and adjusted by the National Geodetic Survey in June 1991..
 LH0789
 LH0789.The geoid height was determined by GEOID03.
 LH0789
 LH0789.The dynamic height is computed by dividing the NAVD 88
 LH0789.geopotential number by the normal gravity value computed on the
 LH0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0789.degrees latitude (g = 980.6199 gals.).
 LH0789
 LH0789.The modeled gravity was interpolated from observed gravity values.
 LH0789
 LH0789;                    North         East    Units  Estimated Accuracy
 LH0789;SPC NE       -   103,880.      522,040.      MT  (+/- 180 meters Scaled)
 LH0789
 LH0789                          SUPERSEDED SURVEY CONTROL
 LH0789
 LH0789  NGVD 29 (??/??/92)  728.585  (m)         2390.37   (f) ADJ UNCH    1 2
 LH0789
 LH0789.Superseded values are not recommended for survey control.
 LH0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0789.See file dsdata.txt to determine how the superseded data were derived.
 LH0789
 LH0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML376133(NAD 83)
 LH0789_MARKER: DB = BENCH MARK DISK
 LH0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0789_STAMPING: A-24 1933
 LH0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0789+STABILITY: SURFACE MOTION
 LH0789
 LH0789  HISTORY     - Date     Condition        Report By
 LH0789  HISTORY     - 1933     MONUMENTED       CGS
 LH0789  HISTORY     - 20060514 MARK NOT FOUND   GEOCAC
 LH0789
 LH0789                          STATION DESCRIPTION
 LH0789
 LH0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0789'AT LEXINGTON.
 LH0789'AT LEXINGTON, .60 OF MILE SOUTH, OF THE V.P. RAILROAD
 LH0789'CROSSING IN LEXINGTON, ALONG STATE HIGHWAY NUMBER 21, AT POINT
 LH0789'WHERE ONE ROAD TURNS OFF WEST AND ANOTHER EAST TO THE COUNTY
 LH0789'FAIR GROUNDS, 32 FT. NORTH OF ROAD RUNNING WEST, 33 FT WEST OF
 LH0789'CENTER OF HIGHWAY, 13 FT. NW. OF CONCRETE PIPE CULVERT.  STANDARD
 LH0789'TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
 LH0789
 LH0789                          STATION RECOVERY (2006)
 LH0789
 LH0789'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0326 ***********************************************************************
 MK0326  DESIGNATION -  A 241 RESET
 MK0326  PID         -  MK0326
 MK0326  STATE/COUNTY-  NE/BURT
 MK0326  USGS QUAD   -  WEST POINT SE (1966)
 MK0326
 MK0326                         *CURRENT SURVEY CONTROL
 MK0326  ___________________________________________________________________
 MK0326* NAD 83(1986)-  41 49 43.     (N)    096 30 30.     (W)     SCALED    
 MK0326* NAVD 88     -       390.88   (meters)    1282.4    (feet)  RESET     
 MK0326  ___________________________________________________________________
 MK0326  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 MK0326
 MK0326  VERT ORDER  -  THIRD
 MK0326
 MK0326.The horizontal coordinates were scaled from a topographic map and have
 MK0326.an estimated accuracy of +/- 6 seconds.
 MK0326
 MK0326.The orthometric height was computed from unverified reset data.
 MK0326
 MK0326.The geoid height was determined by GEOID03.
 MK0326
 MK0326;                    North         East    Units  Estimated Accuracy
 MK0326;SPC NE       -   227,380.      789,890.      MT  (+/- 180 meters Scaled)
 MK0326
 MK0326                          SUPERSEDED SURVEY CONTROL
 MK0326
 MK0326.No superseded survey control is available for this station.
 MK0326
 MK0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM069337(NAD 83)
 MK0326_MARKER: DB = BENCH MARK DISK
 MK0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0326_STAMPING: A 241 1947 RESET 1957
 MK0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0326+STABILITY: SURFACE MOTION
 MK0326
 MK0326  HISTORY     - Date     Condition        Report By
 MK0326  HISTORY     - 1957     MONUMENTED       CGS
 MK0326
 MK0326                          STATION DESCRIPTION
 MK0326
 MK0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK0326'2.3 MI W FROM OAKLAND.
 MK0326'IN BURT COUNTY, 2.3 MILES WEST ALONG STATE HIGHWAY 9 FROM ITS
 MK0326'JUNCTION WITH U.S. HIGHWAY 77 NEAR OAKLAND, 0.3 MILE WEST OF
 MK0326'DISTRICT NO. 33 SCHOOL, 100 YARDS SOUTH OF OAKLAND AIRPORT
 MK0326'HANGAR, 69 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 9, AND
 MK0326'1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 10 INCHES AND THE
 MK0326'DISK IS STAMPED A 241 1947 RESET 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0162 ***********************************************************************
 MK0162  DESIGNATION -  A 242
 MK0162  PID         -  MK0162
 MK0162  STATE/COUNTY-  NE/BURT
 MK0162  USGS QUAD   -  TEKAMAH NW (1970)
 MK0162
 MK0162                         *CURRENT SURVEY CONTROL
 MK0162  ___________________________________________________________________
 MK0162* NAD 83(1986)-  41 53 14.     (N)    096 10 05.     (W)     SCALED    
 MK0162* NAVD 88     -       316.740  (meters)    1039.17   (feet)  ADJUSTED  
 MK0162  ___________________________________________________________________
 MK0162  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 MK0162  DYNAMIC HT  -         316.621 (meters)    1038.78  (feet)  COMP
 MK0162  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 MK0162
 MK0162  VERT ORDER  -  SECOND    CLASS 0
 MK0162
 MK0162.The horizontal coordinates were scaled from a topographic map and have
 MK0162.an estimated accuracy of +/- 6 seconds.
 MK0162
 MK0162.The orthometric height was determined by differential leveling
 MK0162.and adjusted by the National Geodetic Survey in June 1991..
 MK0162
 MK0162.The geoid height was determined by GEOID03.
 MK0162
 MK0162.The dynamic height is computed by dividing the NAVD 88
 MK0162.geopotential number by the normal gravity value computed on the
 MK0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0162.degrees latitude (g = 980.6199 gals.).
 MK0162
 MK0162.The modeled gravity was interpolated from observed gravity values.
 MK0162
 MK0162;                    North         East    Units  Estimated Accuracy
 MK0162;SPC NE       -   235,080.      817,830.      MT  (+/- 180 meters Scaled)
 MK0162
 MK0162                          SUPERSEDED SURVEY CONTROL
 MK0162
 MK0162  NGVD 29 (??/??/92)  316.597  (m)         1038.70   (f) ADJ UNCH    2 0
 MK0162
 MK0162.Superseded values are not recommended for survey control.
 MK0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0162.See file dsdata.txt to determine how the superseded data were derived.
 MK0162
 MK0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM349411(NAD 83)
 MK0162_MARKER: DB = BENCH MARK DISK
 MK0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0162_STAMPING: A 242 1947
 MK0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0162+STABILITY: SURFACE MOTION
 MK0162
 MK0162  HISTORY     - Date     Condition        Report By
 MK0162  HISTORY     - 1947     MONUMENTED       CGS
 MK0162  HISTORY     - 1948     GOOD             NGS
 MK0162  HISTORY     - 1974     GOOD             LOCENG
 MK0162
 MK0162                          STATION DESCRIPTION
 MK0162
 MK0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0162'10.6 MI NE FROM TEKAMAH.
 MK0162'6.4 MILES NORTH ALONG U.S. HIGWAY NO. 73 E FROM THE TEKAMAH
 MK0162'SCHOOLS AT TEKEMAH, THENCE 3.2 MILES EAST ALONG A DIRT AND
 MK0162'GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT AND GRAVEL
 MK0162'ROAD, AT A T ROAD, 55.6 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 MK0162'CORNER OF A WOODEN BRIDGE, 36.0 FEET SOUTH OF A POINT ON THE
 MK0162'PROJECTED CENTER LINE OF A ROAD LEADING WEST, 29.0 FEET EAST
 MK0162'OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 6.0 FEET SOUTH-SOUTHEAST
 MK0162'OF A POWER LINE GUY POLE, 1.5 FEET WEST OF THE EAST RIGHT-OF-WAY
 MK0162'FENCE, 1.8 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 MK0162'CONCRETE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MK0162
 MK0162                          STATION RECOVERY (1974)
 MK0162
 MK0162'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 MK0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0135 ***********************************************************************
 MK0135  DESIGNATION -  A 245
 MK0135  PID         -  MK0135
 MK0135  STATE/COUNTY-  NE/WASHINGTON
 MK0135  USGS QUAD   -  BLAIR (1983)
 MK0135
 MK0135                         *CURRENT SURVEY CONTROL
 MK0135  ___________________________________________________________________
 MK0135* NAD 83(1986)-  41 34 02.     (N)    096 07 34.     (W)     SCALED    
 MK0135* NAVD 88     -       307.333  (meters)    1008.31   (feet)  ADJUSTED  
 MK0135  ___________________________________________________________________
 MK0135  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 MK0135  DYNAMIC HT  -         307.195 (meters)    1007.86  (feet)  COMP
 MK0135  MODELED GRAV-     980,168.1   (mgal)                       NAVD 88
 MK0135
 MK0135  VERT ORDER  -  SECOND    CLASS 0
 MK0135
 MK0135.The horizontal coordinates were scaled from a topographic map and have
 MK0135.an estimated accuracy of +/- 6 seconds.
 MK0135
 MK0135.The orthometric height was determined by differential leveling
 MK0135.and adjusted by the National Geodetic Survey in June 1991..
 MK0135
 MK0135.The geoid height was determined by GEOID03.
 MK0135
 MK0135.The dynamic height is computed by dividing the NAVD 88
 MK0135.geopotential number by the normal gravity value computed on the
 MK0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0135.degrees latitude (g = 980.6199 gals.).
 MK0135
 MK0135.The modeled gravity was interpolated from observed gravity values.
 MK0135
 MK0135;                    North         East    Units  Estimated Accuracy
 MK0135;SPC NE       -   199,740.      822,900.      MT  (+/- 180 meters Scaled)
 MK0135
 MK0135                          SUPERSEDED SURVEY CONTROL
 MK0135
 MK0135  NGVD 29 (??/??/92)  307.191  (m)         1007.84   (f) ADJ UNCH    2 0
 MK0135
 MK0135.Superseded values are not recommended for survey control.
 MK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0135.See file dsdata.txt to determine how the superseded data were derived.
 MK0135
 MK0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM396057(NAD 83)
 MK0135_MARKER: DB = BENCH MARK DISK
 MK0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0135_STAMPING: A 245 1947
 MK0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0135+STABILITY: SURFACE MOTION
 MK0135
 MK0135  HISTORY     - Date     Condition        Report By
 MK0135  HISTORY     - 1947     MONUMENTED       CGS
 MK0135
 MK0135                          STATION DESCRIPTION
 MK0135
 MK0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0135'2 MI N FROM BLAIR.
 MK0135'0.3 MILE EAST ALONG U.S. HIGHWAY NO. 30 FROM THE UNION RAILROAD
 MK0135'STATION AT BLAIR, THENCE 1.65 MILE NORTH ALONG A GRAVEL ROAD,
 MK0135'0.15 MILE NORTH OF A STEEL BRIDGE OVER A DRAINAGE CANAL, AT THE
 MK0135'JUNCTION OF A DIRT ROAD LEADING EAST, 48.0 FEET EAST OF THE
 MK0135'CENTER OF THE NORTH-SOUTH ROAD, 40.0 FEET SOUTH OF THE CENTER
 MK0135'OF THE ROAD LEADING EAST, 12.5 FEET SOUTH OF A FENCE CORNER
 MK0135'POST, 2.5 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF THE
 MK0135'EAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 3 FEET
 MK0135'BELOW THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0277 ***********************************************************************
 MK0277  DESIGNATION -  A 246
 MK0277  PID         -  MK0277
 MK0277  STATE/COUNTY-  NE/BURT
 MK0277  USGS QUAD   -  LYONS (1966)
 MK0277
 MK0277                         *CURRENT SURVEY CONTROL
 MK0277  ___________________________________________________________________
 MK0277* NAD 83(1986)-  41 55 51.     (N)    096 24 17.     (W)     SCALED    
 MK0277* NAVD 88     -       426.177  (meters)    1398.22   (feet)  ADJUSTED  
 MK0277  ___________________________________________________________________
 MK0277  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 MK0277  DYNAMIC HT  -         426.024 (meters)    1397.71  (feet)  COMP
 MK0277  MODELED GRAV-     980,248.7   (mgal)                       NAVD 88
 MK0277
 MK0277  VERT ORDER  -  SECOND    CLASS 0
 MK0277
 MK0277.The horizontal coordinates were scaled from a topographic map and have
 MK0277.an estimated accuracy of +/- 6 seconds.
 MK0277
 MK0277.The orthometric height was determined by differential leveling
 MK0277.and adjusted by the National Geodetic Survey in June 1991..
 MK0277
 MK0277.The geoid height was determined by GEOID03.
 MK0277
 MK0277.The dynamic height is computed by dividing the NAVD 88
 MK0277.geopotential number by the normal gravity value computed on the
 MK0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0277.degrees latitude (g = 980.6199 gals.).
 MK0277
 MK0277.The modeled gravity was interpolated from observed gravity values.
 MK0277
 MK0277;                    North         East    Units  Estimated Accuracy
 MK0277;SPC NE       -   239,080.      798,010.      MT  (+/- 180 meters Scaled)
 MK0277
 MK0277                          SUPERSEDED SURVEY CONTROL
 MK0277
 MK0277  NGVD 29 (??/??/92)  426.030  (m)         1397.73   (f) ADJ UNCH    2 0
 MK0277
 MK0277.Superseded values are not recommended for survey control.
 MK0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0277.See file dsdata.txt to determine how the superseded data were derived.
 MK0277
 MK0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM151453(NAD 83)
 MK0277_MARKER: DB = BENCH MARK DISK
 MK0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0277_STAMPING: A 246 1947
 MK0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0277+STABILITY: SURFACE MOTION
 MK0277
 MK0277  HISTORY     - Date     Condition        Report By
 MK0277  HISTORY     - 1947     MONUMENTED       CGS
 MK0277
 MK0277                          STATION DESCRIPTION
 MK0277
 MK0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0277'3.8 MI E FROM LYONS.
 MK0277'3.75 MILES EAST ALONG STATE HIGHWAY NO. 118 FROM THE CHICAGO,
 MK0277'BURLINGTON AND QUINCY RAILROAD STATION AT LYONS, AT THE WEST
 MK0277'ENTRANCE TO THE SCHOOL BUILDING AT DISTRICT NO. 56, 106.0 FEET
 MK0277'NORTH OF THE CENTER OF THE EAST-WEST SECTION OF AND 84.0 FEET
 MK0277'EAST OF THE CENTER OF THE NORTH-SOUTH SECTION OF THE HIGHWAY, 2.4
 MK0277'FEET SOUTH OF THE SOUTH SIDE OF THE CONCRETE ENTRANCE STEPS,
 MK0277'1.8 FOOT WEST OF THE WEST SIDE OF THE CONCRETE FOUNDATION OF THE
 MK0277'BUILDING, 1.2 FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE
 MK0277'POST ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0420 ***********************************************************************
 MK0420  DESIGNATION -  A 247
 MK0420  PID         -  MK0420
 MK0420  STATE/COUNTY-  NE/WASHINGTON
 MK0420  USGS QUAD   -  BLAIR (1983)
 MK0420
 MK0420                         *CURRENT SURVEY CONTROL
 MK0420  ___________________________________________________________________
 MK0420* NAD 83(1986)-  41 32 44.     (N)    096 13 59.     (W)     SCALED    
 MK0420* NAVD 88     -       404.192  (meters)    1326.09   (feet)  ADJUSTED  
 MK0420  ___________________________________________________________________
 MK0420  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 MK0420  DYNAMIC HT  -         404.007 (meters)    1325.48  (feet)  COMP
 MK0420  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 MK0420
 MK0420  VERT ORDER  -  SECOND    CLASS 0
 MK0420
 MK0420.The horizontal coordinates were scaled from a topographic map and have
 MK0420.an estimated accuracy of +/- 6 seconds.
 MK0420
 MK0420.The orthometric height was determined by differential leveling
 MK0420.and adjusted by the National Geodetic Survey in June 1991..
 MK0420
 MK0420.The geoid height was determined by GEOID03.
 MK0420
 MK0420.The dynamic height is computed by dividing the NAVD 88
 MK0420.geopotential number by the normal gravity value computed on the
 MK0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0420.degrees latitude (g = 980.6199 gals.).
 MK0420
 MK0420.The modeled gravity was interpolated from observed gravity values.
 MK0420
 MK0420;                    North         East    Units  Estimated Accuracy
 MK0420;SPC NE       -   196,940.      814,100.      MT  (+/- 180 meters Scaled)
 MK0420
 MK0420                          SUPERSEDED SURVEY CONTROL
 MK0420
 MK0420  NGVD 29 (??/??/92)  404.044  (m)         1325.60   (f) ADJ UNCH    2 0
 MK0420
 MK0420.Superseded values are not recommended for survey control.
 MK0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0420.See file dsdata.txt to determine how the superseded data were derived.
 MK0420
 MK0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM307030(NAD 83)
 MK0420_MARKER: DB = BENCH MARK DISK
 MK0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0420_STAMPING: A 247 1947
 MK0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0420+STABILITY: SURFACE MOTION
 MK0420
 MK0420  HISTORY     - Date     Condition        Report By
 MK0420  HISTORY     - 1947     MONUMENTED       CGS
 MK0420
 MK0420                          STATION DESCRIPTION
 MK0420
 MK0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0420'2 MI E FROM ORUM.
 MK0420'1.95 MILE EAST ALONG STATE HIGHWAY NO. 91 FROM THE SCHOOL AT
 MK0420'ORUM, NEAR THE TOP OF A HILL, 257.0 FEET WEST OF THE CENTER
 MK0420'OF A NORTH-SOUTH CROSS ROAD, 79.0 FEET EAST OF THE CENTER OF A
 MK0420'PRIVATE DRIVE-WAY LEADING NORTH TO A FARM HOUSE, 32.0 FEET
 MK0420'NORTH OF THE CENTER OF THE HIGHWAY, 17.0 FEET SOUTH OF A POWER
 MK0420'LINE POLE, 1.5 FOOT EAST OF A REFERENCE POST, 0.5 FOOT SOUTH OF
 MK0420'THE NORTH RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 2
 MK0420'FEET BELOW THE HIGHWAY AND ABOUT FLUSH WITH THE TOP OF THE
 MK0420'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0421 ***********************************************************************
 MK0421  DESIGNATION -  A 247 RESET
 MK0421  PID         -  MK0421
 MK0421  STATE/COUNTY-  NE/WASHINGTON
 MK0421  USGS QUAD   -  BLAIR (1983)
 MK0421
 MK0421                         *CURRENT SURVEY CONTROL
 MK0421  ___________________________________________________________________
 MK0421* NAD 83(1986)-  41 32 43.     (N)    096 13 59.     (W)     SCALED    
 MK0421* NAVD 88     -       404.22   (meters)    1326.2    (feet)  RESET     
 MK0421  ___________________________________________________________________
 MK0421  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 MK0421
 MK0421  VERT ORDER  -  THIRD
 MK0421
 MK0421.The horizontal coordinates were scaled from a topographic map and have
 MK0421.an estimated accuracy of +/- 6 seconds.
 MK0421
 MK0421.The orthometric height was computed from unverified reset data.
 MK0421
 MK0421.The geoid height was determined by GEOID03.
 MK0421
 MK0421;                    North         East    Units  Estimated Accuracy
 MK0421;SPC NE       -   196,910.      814,100.      MT  (+/- 180 meters Scaled)
 MK0421
 MK0421                          SUPERSEDED SURVEY CONTROL
 MK0421
 MK0421  NGVD 29 (??/??/??)  404.07   (m)         1325.7    (f) RESET       3  
 MK0421
 MK0421.Superseded values are not recommended for survey control.
 MK0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0421.See file dsdata.txt to determine how the superseded data were derived.
 MK0421
 MK0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM307029(NAD 83)
 MK0421_MARKER: DB = BENCH MARK DISK
 MK0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0421_STAMPING: A 247 RESET 1955
 MK0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0421+STABILITY: SURFACE MOTION
 MK0421
 MK0421  HISTORY     - Date     Condition        Report By
 MK0421  HISTORY     - 1955     MONUMENTED       NEDR
 MK0421
 MK0421                          STATION DESCRIPTION
 MK0421
 MK0421'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1955
 MK0421'2 MI E FROM ORUM.
 MK0421'2 MILES EAST ALONG STATE HIGHWAY 91 FROM THE SCHOOL AT ORUM,
 MK0421'WASHINGTON COUNTY, 257 FEET WEST OF THE CENTER OF THE
 MK0421'INTERSECTION OF A NORTH-AND-SOUTH ROAD, 79 FEET EAST OF THE
 MK0421'CENTERLINE OF A PRIVATE DRIVEWAY LEADING NORTH TO A FARMHOUSE,
 MK0421'49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 5 FEET SOUTH OF
 MK0421'A POWER POLE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 MK0421'ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 MK0421'A 247 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 MK0421'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1581 ***********************************************************************
 NM1581  DESIGNATION -  A 249 RESET
 NM1581  PID         -  NM1581
 NM1581  STATE/COUNTY-  NE/BURT
 NM1581  USGS QUAD   -  MACY (1966)
 NM1581
 NM1581                         *CURRENT SURVEY CONTROL
 NM1581  ___________________________________________________________________
 NM1581* NAD 83(1986)-  42 00 00.     (N)    096 15 05.     (W)     SCALED    
 NM1581* NAVD 88     -       327.03   (meters)    1072.9    (feet)  RESET     
 NM1581  ___________________________________________________________________
 NM1581  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 NM1581
 NM1581  VERT ORDER  -  THIRD
 NM1581
 NM1581.The horizontal coordinates were scaled from a topographic map and have
 NM1581.an estimated accuracy of +/- 6 seconds.
 NM1581
 NM1581.The orthometric height was computed from unverified reset data.
 NM1581.No vertical observational check was made to the station.
 NM1581
 NM1581.The geoid height was determined by GEOID03.
 NM1581
 NM1581;                    North         East    Units  Estimated Accuracy
 NM1581;SPC NE       -   247,290.      810,380.      MT  (+/- 180 meters Scaled)
 NM1581
 NM1581                          SUPERSEDED SURVEY CONTROL
 NM1581
 NM1581  NGVD 29 (08/02/06)  326.89   (m)         1072.5    (f) RESET       3  
 NM1581
 NM1581.Superseded values are not recommended for survey control.
 NM1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1581.See file dsdata.txt to determine how the superseded data were derived.
 NM1581
 NM1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM276534(NAD 83)
 NM1581_MARKER: DB = BENCH MARK DISK
 NM1581_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1581_SP_SET: WINGWALL
 NM1581_STAMPING: A 249 RESET 1979
 NM1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1581+STABILITY: SURFACE MOTION
 NM1581
 NM1581  HISTORY     - Date     Condition        Report By
 NM1581  HISTORY     - 1979     MONUMENTED       NEDR
 NM1581
 NM1581                          STATION DESCRIPTION
 NM1581
 NM1581'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1979
 NM1581'0.7 MI SW FROM DECATUR.
 NM1581'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE IN DECATUR,
 NM1581'THENCE SOUTH 0.6 MILE ALONG U.S. HIGHWAY 73 EAST, AT THE JUNCTION
 NM1581'WITH STATE HIGHWAY 51, IN THE TOP OF THE EAST END OF THE NORTHEAST
 NM1581'WING WALL OF THE CONCRETE BRIDGE OVER LONE TREE CREEK, 15.8 FEET
 NM1581'NORTH OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0725 ***********************************************************************
 LH0725  DESIGNATION -  A 25
 LH0725  PID         -  LH0725
 LH0725  STATE/COUNTY-  NE/FURNAS
 LH0725  USGS QUAD   -  HENDLEY (1958)
 LH0725
 LH0725                         *CURRENT SURVEY CONTROL
 LH0725  ___________________________________________________________________
 LH0725* NAD 83(1986)-  40 12 23.     (N)    099 53 31.     (W)     SCALED    
 LH0725* NAVD 88     -       717.327  (meters)    2353.43   (feet)  ADJUSTED  
 LH0725  ___________________________________________________________________
 LH0725  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 LH0725  DYNAMIC HT  -         716.870 (meters)    2351.93  (feet)  COMP
 LH0725  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 LH0725
 LH0725  VERT ORDER  -  FIRST     CLASS II
 LH0725
 LH0725.The horizontal coordinates were scaled from a topographic map and have
 LH0725.an estimated accuracy of +/- 6 seconds.
 LH0725
 LH0725.The orthometric height was determined by differential leveling
 LH0725.and adjusted by the National Geodetic Survey in June 1991..
 LH0725
 LH0725.The geoid height was determined by GEOID03.
 LH0725
 LH0725.The dynamic height is computed by dividing the NAVD 88
 LH0725.geopotential number by the normal gravity value computed on the
 LH0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0725.degrees latitude (g = 980.6199 gals.).
 LH0725
 LH0725.The modeled gravity was interpolated from observed gravity values.
 LH0725
 LH0725;                    North         East    Units  Estimated Accuracy
 LH0725;SPC NE       -    41,430.      509,200.      MT  (+/- 180 meters Scaled)
 LH0725
 LH0725                          SUPERSEDED SURVEY CONTROL
 LH0725
 LH0725  NGVD 29 (??/??/92)  717.045  (m)         2352.51   (f) ADJ UNCH    1 2
 LH0725
 LH0725.Superseded values are not recommended for survey control.
 LH0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0725.See file dsdata.txt to determine how the superseded data were derived.
 LH0725
 LH0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240510(NAD 83)
 LH0725_MARKER: DB = BENCH MARK DISK
 LH0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0725_STAMPING: A 25 1933
 LH0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0725+STABILITY: SURFACE MOTION
 LH0725
 LH0725  HISTORY     - Date     Condition        Report By
 LH0725  HISTORY     - 1933     MONUMENTED       CGS
 LH0725  HISTORY     - 1941     GOOD             NGS
 LH0725
 LH0725                          STATION DESCRIPTION
 LH0725
 LH0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0725'6.6 MI S FROM ARAPAHOE.
 LH0725'LOCATED 6.60 MILES SOUTH OF THE C.B. AND Q. RAILROAD STATION
 LH0725'AT ARAPAHOE, 30 FT. SOUTH OF CENTER OF SECTION ROAD RUNNING WEST,
 LH0725'23 FT. WEST OF CENTER OF HIGHWAY, 3 FT. WEST OF CORNER OF WIRE
 LH0725'FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
 LH0725
 LH0725                          STATION RECOVERY (1941)
 LH0725
 LH0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LH0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0726 ***********************************************************************
 LH0726  DESIGNATION -  A 25 RESET
 LH0726  PID         -  LH0726
 LH0726  STATE/COUNTY-  NE/FURNAS
 LH0726  USGS QUAD   -  HENDLEY (1958)
 LH0726
 LH0726                         *CURRENT SURVEY CONTROL
 LH0726  ___________________________________________________________________
 LH0726* NAD 83(1986)-  40 12 24.     (N)    099 53 30.     (W)     SCALED    
 LH0726* NAVD 88     -       716.142  (meters)    2349.54   (feet)  ADJUSTED  
 LH0726  ___________________________________________________________________
 LH0726  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 LH0726  DYNAMIC HT  -         715.686 (meters)    2348.05  (feet)  COMP
 LH0726  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 LH0726
 LH0726  VERT ORDER  -  FIRST     CLASS II
 LH0726
 LH0726.The horizontal coordinates were scaled from a topographic map and have
 LH0726.an estimated accuracy of +/- 6 seconds.
 LH0726
 LH0726.The orthometric height was determined by differential leveling
 LH0726.and adjusted by the National Geodetic Survey in June 1991..
 LH0726
 LH0726.The geoid height was determined by GEOID03.
 LH0726
 LH0726.The dynamic height is computed by dividing the NAVD 88
 LH0726.geopotential number by the normal gravity value computed on the
 LH0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0726.degrees latitude (g = 980.6199 gals.).
 LH0726
 LH0726.The modeled gravity was interpolated from observed gravity values.
 LH0726
 LH0726;                    North         East    Units  Estimated Accuracy
 LH0726;SPC NE       -    41,460.      509,220.      MT  (+/- 180 meters Scaled)
 LH0726
 LH0726                          SUPERSEDED SURVEY CONTROL
 LH0726
 LH0726  NGVD 29 (02/14/92)  715.855  (m)         2348.60   (f) ADJUSTED    1 2
 LH0726
 LH0726.Superseded values are not recommended for survey control.
 LH0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0726.See file dsdata.txt to determine how the superseded data were derived.
 LH0726
 LH0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK241510(NAD 83)
 LH0726_MARKER: DB = BENCH MARK DISK
 LH0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0726_SP_SET: CONCRETE POST
 LH0726_STAMPING: A 25 RESET 1953
 LH0726_MARK LOGO: CGS   
 LH0726_PROJECTION: FLUSH
 LH0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0726+STABILITY: SURFACE MOTION
 LH0726
 LH0726  HISTORY     - Date     Condition        Report By
 LH0726  HISTORY     - 1953     MONUMENTED       NEDR
 LH0726  HISTORY     - 1986     GOOD             NGS
 LH0726
 LH0726                          STATION DESCRIPTION
 LH0726
 LH0726'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1953
 LH0726'6.6 MI S FROM ARAPAHOE.
 LH0726'6.6 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THE CHICAGO,
 LH0726'BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE, 30 FEET
 LH0726'SOUTH OF THE CENTERLINE OF A SECTION-LINE ROAD LEADING WEST,
 LH0726'68 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET WEST
 LH0726'OF THE CORNER OF A WIRE FENCE.  A STANDARD DISK, STAMPED A 25
 LH0726'RESET 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LH0726'4 INCHES ABOVE GROUND.
 LH0726
 LH0726                          STATION RECOVERY (1986)
 LH0726
 LH0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0726'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.2 KM (7.0
 LH0726'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0726'34 AT ARAPAHOE, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A DIRT
 LH0726'ROAD, 0.26 KM (0.15 MI) NORTH OF MILEPOST 14, 19.8 METERS (65 FT) WEST
 LH0726'OF THE HIGHWAY CENTERLINE, 9.1 METERS (30 FT) SOUTH OF THE CENTER OF
 LH0726'THE ROAD, 1.2 METERS (4 FT) WEST OF A FENCE CORNER AND 0.3 METER (1
 LH0726'FT) NORTH OF A FENCE.
 LH0726'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LH0726'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0032 ***********************************************************************
 LH0032  DESIGNATION -  A 250
 LH0032  PID         -  LH0032
 LH0032  STATE/COUNTY-  NE/ADAMS
 LH0032  USGS QUAD   -  TRUMBULL (1969)
 LH0032
 LH0032                         *CURRENT SURVEY CONTROL
 LH0032  ___________________________________________________________________
 LH0032* NAD 83(1986)-  40 41 05.     (N)    098 22 24.     (W)     SCALED    
 LH0032* NAVD 88     -       596.004  (meters)    1955.39   (feet)  ADJUSTED  
 LH0032  ___________________________________________________________________
 LH0032  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 LH0032  DYNAMIC HT  -         595.678 (meters)    1954.32  (feet)  COMP
 LH0032  MODELED GRAV-     980,057.3   (mgal)                       NAVD 88
 LH0032
 LH0032  VERT ORDER  -  FIRST     CLASS II
 LH0032
 LH0032.The horizontal coordinates were scaled from a topographic map and have
 LH0032.an estimated accuracy of +/- 6 seconds.
 LH0032
 LH0032.The orthometric height was determined by differential leveling
 LH0032.and adjusted by the National Geodetic Survey in June 1991..
 LH0032
 LH0032.The geoid height was determined by GEOID03.
 LH0032
 LH0032.The dynamic height is computed by dividing the NAVD 88
 LH0032.geopotential number by the normal gravity value computed on the
 LH0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0032.degrees latitude (g = 980.6199 gals.).
 LH0032
 LH0032.The modeled gravity was interpolated from observed gravity values.
 LH0032
 LH0032;                    North         East    Units  Estimated Accuracy
 LH0032;SPC NE       -    95,820.      637,470.      MT  (+/- 180 meters Scaled)
 LH0032
 LH0032                          SUPERSEDED SURVEY CONTROL
 LH0032
 LH0032  NGVD 29 (02/14/92)  595.755  (m)         1954.57   (f) ADJUSTED    1 2
 LH0032
 LH0032.Superseded values are not recommended for survey control.
 LH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0032.See file dsdata.txt to determine how the superseded data were derived.
 LH0032
 LH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL529039(NAD 83)
 LH0032_MARKER: DB = BENCH MARK DISK
 LH0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0032_SP_SET: CONCRETE POST
 LH0032_STAMPING: A 250 1947
 LH0032_MARK LOGO: CGS   
 LH0032_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0032+STABILITY: SURFACE MOTION
 LH0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0032+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH0032
 LH0032  HISTORY     - Date     Condition        Report By
 LH0032  HISTORY     - 1947     MONUMENTED       CGS
 LH0032  HISTORY     - 19910925 GOOD             NGS
 LH0032  HISTORY     - 20010810 GOOD             NEDR
 LH0032
 LH0032                          STATION DESCRIPTION
 LH0032
 LH0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0032'0.8 MI S FROM HANSEN.
 LH0032'0.8 MILE SOUTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0032'AT HANSEN, AT A ROAD CROSSING, 62.0 FEET SOUTH OF THE CENTER
 LH0032'LINE OF THE ROAD, 46.4 FEET WEST OF THE WEST RAIL, 31.2 FEET
 LH0032'SOUTH OF A POWER LINE JUNCTION POLE AT THE SOUTHWEST ANGLE OF
 LH0032'THE CROSSING, 3.0 FEET SOUTH OF A REFERENCE POST, 1.2 FEET EAST
 LH0032'OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 LH0032'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.
 LH0032
 LH0032                          STATION RECOVERY (1991)
 LH0032
 LH0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0032'9.1 KM (5.65 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0032'OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.7 KM (0.45 MI)
 LH0032'EASTERLY ALONG A COUNTY ROAD, 19.2 M (63.0 FT) SOUTH OF THE CENTER OF
 LH0032'THE ROAD, 14.1 M (46.3 FT) WEST OF THE NEAR RAIL OF THE UNION PACIFIC
 LH0032'RAILROAD, 0.4 M (1.3 FT) EAST OF A FENCE, 0.3 M (1.0 FT) NORTH OF A
 LH0032'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH0032
 LH0032                          STATION RECOVERY (2001)
 LH0032
 LH0032'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0032'RECOVERED IN GOOD CONDITION.  FIND THE CROSSROADS OF ADAMS/HALL COUNTY
 LH0032'LINE AND HIGHWAY 281, PROCEED SOUTH DOWN ALONG HIGHWAY 281 1.0 MILE
 LH0032'(1.6 KM) TO A CROSSROADS, TURN LEFT GOING EAST DOWN SPUR S-10 0.45
 LH0032'MILE (0.72 KM) TO THE BENCH MARK.  BENCH MARK IS 31.1 FEET (9.5 M)
 LH0032'EAST OF CENTERLINE NORTHBOUND HANSON AVENUE.  BENCH MARK IS 20.1 FEET
 LH0032'(6.1 M) WEST OF CENTERLINE HANSON AVENUE FARTHER TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0234 ***********************************************************************
 LH0234  DESIGNATION -  A 251
 LH0234  PID         -  LH0234
 LH0234  STATE/COUNTY-  NE/WEBSTER
 LH0234  USGS QUAD   -  GUIDE ROCK (1974)
 LH0234
 LH0234                         *CURRENT SURVEY CONTROL
 LH0234  ___________________________________________________________________
 LH0234* NAD 83(1986)-  40 04 16.     (N)    098 22 01.     (W)     SCALED    
 LH0234* NAVD 88     -       501.454  (meters)    1645.19   (feet)  ADJUSTED  
 LH0234  ___________________________________________________________________
 LH0234  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 LH0234  DYNAMIC HT  -         501.154 (meters)    1644.20  (feet)  COMP
 LH0234  MODELED GRAV-     980,012.1   (mgal)                       NAVD 88
 LH0234
 LH0234  VERT ORDER  -  FIRST     CLASS II
 LH0234
 LH0234.The horizontal coordinates were scaled from a topographic map and have
 LH0234.an estimated accuracy of +/- 6 seconds.
 LH0234
 LH0234.The orthometric height was determined by differential leveling
 LH0234.and adjusted by the National Geodetic Survey in June 1991..
 LH0234
 LH0234.The geoid height was determined by GEOID03.
 LH0234
 LH0234.The dynamic height is computed by dividing the NAVD 88
 LH0234.geopotential number by the normal gravity value computed on the
 LH0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0234.degrees latitude (g = 980.6199 gals.).
 LH0234
 LH0234.The modeled gravity was interpolated from observed gravity values.
 LH0234
 LH0234;                    North         East    Units  Estimated Accuracy
 LH0234;SPC NE       -    27,720.      639,300.      MT  (+/- 180 meters Scaled)
 LH0234
 LH0234                          SUPERSEDED SURVEY CONTROL
 LH0234
 LH0234  NGVD 29 (??/??/92)  501.248  (m)         1644.51   (f) ADJ UNCH    1 2
 LH0234
 LH0234.Superseded values are not recommended for survey control.
 LH0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0234.See file dsdata.txt to determine how the superseded data were derived.
 LH0234
 LH0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK539358(NAD 83)
 LH0234_MARKER: DB = BENCH MARK DISK
 LH0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0234_SP_SET: BRIDGE ABUTMENT
 LH0234_STAMPING: A 251 1947
 LH0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0234
 LH0234  HISTORY     - Date     Condition        Report By
 LH0234  HISTORY     - 1947     MONUMENTED       CGS
 LH0234
 LH0234                          STATION DESCRIPTION
 LH0234
 LH0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0234'1.9 MI W FROM GUIDE ROCK.
 LH0234'1.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0234'FROM THE STATION AT GUIDE ROCK, 5.0 FEET SOUTH OF AND ABOUT
 LH0234'LEVEL WITH THE SOUTH RAIL OF THE TRACK, 7 1/2 RAILS EAST OF A
 LH0234'CROSSING, AT THE EAST END OF A LAKE, ON TOP OF THE SOUTH END
 LH0234'OF THE EAST ABUTMENT OF BRIDGE NO. 186.84, 1.2 FEET EAST
 LH0234'OF THE WEST SIDE OF THE ABUTMENT, 1.1 FEET WEST OF THE EAST
 LH0234'SIDE OF THE ABUTMENT AND 0.7 FOOT NORTH OF THE SOUTH END OF
 LH0234'THE ABUTMENT, SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0002 ***********************************************************************
 LH0002  DESIGNATION -  A 252
 LH0002  PID         -  LH0002
 LH0002  STATE/COUNTY-  NE/ADAMS
 LH0002  USGS QUAD   -  HASTINGS WEST (1983)
 LH0002
 LH0002                         *CURRENT SURVEY CONTROL
 LH0002  ___________________________________________________________________
 LH0002* NAD 83(1986)-  40 31 27.     (N)    098 25 47.     (W)     SCALED    
 LH0002* NAVD 88     -       577.398  (meters)    1894.35   (feet)  ADJUSTED  
 LH0002  ___________________________________________________________________
 LH0002  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 LH0002  DYNAMIC HT  -         577.072 (meters)    1893.28  (feet)  COMP
 LH0002  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 LH0002
 LH0002  VERT ORDER  -  FIRST     CLASS II
 LH0002
 LH0002.The horizontal coordinates were scaled from a topographic map and have
 LH0002.an estimated accuracy of +/- 6 seconds.
 LH0002
 LH0002.The orthometric height was determined by differential leveling
 LH0002.and adjusted by the National Geodetic Survey in June 1991..
 LH0002
 LH0002.The geoid height was determined by GEOID03.
 LH0002
 LH0002.The dynamic height is computed by dividing the NAVD 88
 LH0002.geopotential number by the normal gravity value computed on the
 LH0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0002.degrees latitude (g = 980.6199 gals.).
 LH0002
 LH0002.The modeled gravity was interpolated from observed gravity values.
 LH0002
 LH0002;                    North         East    Units  Estimated Accuracy
 LH0002;SPC NE       -    77,910.      633,030.      MT  (+/- 180 meters Scaled)
 LH0002
 LH0002                          SUPERSEDED SURVEY CONTROL
 LH0002
 LH0002  NGVD 29 (??/??/92)  577.170  (m)         1893.60   (f) ADJ UNCH    1 2
 LH0002
 LH0002.Superseded values are not recommended for survey control.
 LH0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0002.See file dsdata.txt to determine how the superseded data were derived.
 LH0002
 LH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK483860(NAD 83)
 LH0002_MARKER: DB = BENCH MARK DISK
 LH0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0002_STAMPING: A 252 1947
 LH0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0002+STABILITY: SURFACE MOTION
 LH0002
 LH0002  HISTORY     - Date     Condition        Report By
 LH0002  HISTORY     - 1947     MONUMENTED       CGS
 LH0002
 LH0002                          STATION DESCRIPTION
 LH0002
 LH0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0002'5.1 MI S FROM HASTINGS.
 LH0002'5.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0002'FROM THE STATION AT HASTINGS, SET IN THE NORTHWEST QUARTER OF
 LH0002'A ROAD CROSSING, ABOUT 0.1 MILE SOUTH OF MILEPOST 5, 63.0 FEET
 LH0002'NORTH OF THE CENTER LINE OF THE ROAD, 27.4 FEET WEST OF THE
 LH0002'WEST RAIL OF THE TRACK, 2.0 FEET EAST OF A FENCE, 1.5 FEET SOUTH
 LH0002'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0002'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0758 ***********************************************************************
 MJ0758  DESIGNATION -  A 253
 MJ0758  PID         -  MJ0758
 MJ0758  STATE/COUNTY-  NE/DOUGLAS
 MJ0758  USGS QUAD   -  LOVELAND (1994)
 MJ0758
 MJ0758                         *CURRENT SURVEY CONTROL
 MJ0758  ___________________________________________________________________
 MJ0758* NAD 83(1986)-  41 23 10.     (N)    095 56 46.     (W)     SCALED    
 MJ0758* NAVD 88     -       340.904  (meters)    1118.45   (feet)  ADJUSTED  
 MJ0758  ___________________________________________________________________
 MJ0758  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 MJ0758  DYNAMIC HT  -         340.752 (meters)    1117.95  (feet)  COMP
 MJ0758  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 MJ0758
 MJ0758  VERT ORDER  -  SECOND    CLASS 0
 MJ0758
 MJ0758.The horizontal coordinates were scaled from a topographic map and have
 MJ0758.an estimated accuracy of +/- 6 seconds.
 MJ0758
 MJ0758.The orthometric height was determined by differential leveling
 MJ0758.and adjusted by the National Geodetic Survey in June 1991..
 MJ0758
 MJ0758.The geoid height was determined by GEOID03.
 MJ0758
 MJ0758.The dynamic height is computed by dividing the NAVD 88
 MJ0758.geopotential number by the normal gravity value computed on the
 MJ0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0758.degrees latitude (g = 980.6199 gals.).
 MJ0758
 MJ0758.The modeled gravity was interpolated from observed gravity values.
 MJ0758
 MJ0758;                    North         East    Units  Estimated Accuracy
 MJ0758;SPC NE       -   180,340.      838,840.      MT  (+/- 180 meters Scaled)
 MJ0758
 MJ0758                          SUPERSEDED SURVEY CONTROL
 MJ0758
 MJ0758  NGVD 29 (??/??/92)  340.768  (m)         1118.00   (f) ADJ UNCH    2 0
 MJ0758
 MJ0758.Superseded values are not recommended for survey control.
 MJ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0758.See file dsdata.txt to determine how the superseded data were derived.
 MJ0758
 MJ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF536858(NAD 83)
 MJ0758_MARKER: DB = BENCH MARK DISK
 MJ0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0758_STAMPING: A 253 1947
 MJ0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0758+STABILITY: SURFACE MOTION
 MJ0758
 MJ0758  HISTORY     - Date     Condition        Report By
 MJ0758  HISTORY     - 1947     MONUMENTED       CGS
 MJ0758  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0758
 MJ0758                          STATION DESCRIPTION
 MJ0758
 MJ0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0758'9.9 MI N FROM OMAHA.
 MJ0758'FROM THE DOUGLAS COUNTY COURT HOUSE AT OMAHA GO 1 BLOCK WEST ALONG
 MJ0758'FARNAM STREET TO 19TH STREET, THENCE 4.9 MILES NORTH ALONG 19TH
 MJ0758'STREET (CHANGES TO FLORENCE BOULEVARD A FEW BLOCKS NORTH OF
 MJ0758'FARNAM STREET), THENCE 4.0 MILES NORTH ALONG JOHN J. PERSHING
 MJ0758'DRIVE (ALSO KNOWN AS RIVER DRIVE), THENCE 1.0 MILE NORTHEAST
 MJ0758'ALONG A GRAVELED ROAD TO THE SITE OF THE BENCH MARK.  THE MARK IS
 MJ0758'ABOUT 104 YARDS NORTH OF THE WEST END OF A CORRUGATED IRON CULVERT,
 MJ0758'41 FEET WEST OF AND 4 FEET HIGHER THAN THE CENTER LINE OF THE ROAD,
 MJ0758'13 FEET SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE ROAD
 MJ0758'LEADING TO THE EAST, 8 FEET WEST OF A FENCE CORNER, 2 FEET EAST OF
 MJ0758'A 4 X 4 MARKER POST, AND 1 FOOT SOUTH OF A FENCE.  A BRONZE DISK
 MJ0758'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES ABOVE THE
 MJ0758'SURFACE OF THE GROUND.
 MJ0758
 MJ0758                          STATION RECOVERY (1955)
 MJ0758
 MJ0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0747 ***********************************************************************
 MJ0747  DESIGNATION -  A 254
 MJ0747  PID         -  MJ0747
 MJ0747  STATE/COUNTY-  NE/DOUGLAS
 MJ0747  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0747
 MJ0747                         *CURRENT SURVEY CONTROL
 MJ0747  ___________________________________________________________________
 MJ0747* NAD 83(1986)-  41 17 56.     (N)    095 58 04.     (W)     SCALED    
 MJ0747* NAVD 88     -       350.348  (meters)    1149.43   (feet)  ADJUSTED  
 MJ0747  ___________________________________________________________________
 MJ0747  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 MJ0747  DYNAMIC HT  -         350.199 (meters)    1148.94  (feet)  COMP
 MJ0747  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 MJ0747
 MJ0747  VERT ORDER  -  FIRST     CLASS II
 MJ0747
 MJ0747.The horizontal coordinates were scaled from a topographic map and have
 MJ0747.an estimated accuracy of +/- 6 seconds.
 MJ0747
 MJ0747.The orthometric height was determined by differential leveling
 MJ0747.and adjusted by the National Geodetic Survey in June 1991..
 MJ0747
 MJ0747.The geoid height was determined by GEOID03.
 MJ0747
 MJ0747.The dynamic height is computed by dividing the NAVD 88
 MJ0747.geopotential number by the normal gravity value computed on the
 MJ0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0747.degrees latitude (g = 980.6199 gals.).
 MJ0747
 MJ0747.The modeled gravity was interpolated from observed gravity values.
 MJ0747
 MJ0747;                    North         East    Units  Estimated Accuracy
 MJ0747;SPC NE       -   170,590.      837,480.      MT  (+/- 180 meters Scaled)
 MJ0747
 MJ0747                          SUPERSEDED SURVEY CONTROL
 MJ0747
 MJ0747.No superseded survey control is available for this station.
 MJ0747
 MJ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF515761(NAD 83)
 MJ0747_MARKER: DB = BENCH MARK DISK
 MJ0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0747_SP_SET: WALL
 MJ0747_STAMPING: A 254 1947
 MJ0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0747
 MJ0747  HISTORY     - Date     Condition        Report By
 MJ0747  HISTORY     - 1947     MONUMENTED       CGS
 MJ0747
 MJ0747                          STATION DESCRIPTION
 MJ0747
 MJ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0747'AT OMAHA.
 MJ0747'AT OMAHA, ABOUT 55 YARDS SOUTHEAST OF THE INTERSECTION OF
 MJ0747'THIRTY-SEVENTH STREET AND AMES AVENUE, SET VERTICALLY IN THE
 MJ0747'NORTH WALL OF THE NORTH HIGH SCHOOL, 3 FEET EAST OF THE NORTHWEST
 MJ0747'CORNER OF THE BUILDING, 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0748 ***********************************************************************
 MJ0748  DESIGNATION -  A 254 RESET
 MJ0748  PID         -  MJ0748
 MJ0748  STATE/COUNTY-  NE/DOUGLAS
 MJ0748  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0748
 MJ0748                         *CURRENT SURVEY CONTROL
 MJ0748  ___________________________________________________________________
 MJ0748* NAD 83(1986)-  41 17 56.     (N)    095 58 04.     (W)     SCALED    
 MJ0748* NAVD 88     -       349.79   (meters)    1147.6    (feet)  RESET     
 MJ0748  ___________________________________________________________________
 MJ0748  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 MJ0748
 MJ0748  VERT ORDER  -  THIRD
 MJ0748
 MJ0748.The horizontal coordinates were scaled from a topographic map and have
 MJ0748.an estimated accuracy of +/- 6 seconds.
 MJ0748
 MJ0748.The orthometric height was computed from unverified reset data.
 MJ0748
 MJ0748.The geoid height was determined by GEOID03.
 MJ0748
 MJ0748;                    North         East    Units  Estimated Accuracy
 MJ0748;SPC NE       -   170,590.      837,480.      MT  (+/- 180 meters Scaled)
 MJ0748
 MJ0748                          SUPERSEDED SURVEY CONTROL
 MJ0748
 MJ0748  NGVD 29 (??/??/??)  349.66   (m)         1147.2    (f) RESET       3  
 MJ0748
 MJ0748.Superseded values are not recommended for survey control.
 MJ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0748.See file dsdata.txt to determine how the superseded data were derived.
 MJ0748
 MJ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF515761(NAD 83)
 MJ0748_MARKER: DB = BENCH MARK DISK
 MJ0748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0748_SP_SET: BUILDING
 MJ0748_STAMPING: A 254 RESET 1959
 MJ0748_MARK LOGO: CGS   
 MJ0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0748+STABILITY: SURFACE MOTION
 MJ0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0748+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1988
 MJ0748
 MJ0748  HISTORY     - Date     Condition        Report By
 MJ0748  HISTORY     - 1959     MONUMENTED       DOD
 MJ0748  HISTORY     - 1976     GOOD             LOCSUR
 MJ0748  HISTORY     - 19880510 GOOD             NGS
 MJ0748
 MJ0748                          STATION DESCRIPTION
 MJ0748
 MJ0748'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 MJ0748'AT OMAHA.
 MJ0748'AT OMAHA, ABOUT 40 YARDS SOUTHEAST OF THE INTERSECTION OF
 MJ0748'THIRTY-SEVENTH STREET AND AMES AVENUE, SET VERTICALLY IN THE WEST
 MJ0748'WALL OF THE 1959 ADDITION AT NORTH HIGH SCHOOL, 4.5 FEET SOUTH OF
 MJ0748'NORTHWEST CORNER OF BUILDING, AND 2.5 FEET ABOVE THE GROUND.
 MJ0748'NOTE-- IT WAS NECESSARY TO MOVE A-254 BECAUSE OF CONSTRUCTION OF AN
 MJ0748'ADDITION TO NORTH HIGH SCHOOL.
 MJ0748
 MJ0748                          STATION RECOVERY (1976)
 MJ0748
 MJ0748'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0748'MARK RESET IN WEST WALL 5 FEET SOUTH OF NORTHWEST CORNER NORTH HIGH
 MJ0748'SCHOOL 2.5 FEET ABOVE GROUND.
 MJ0748
 MJ0748                          STATION RECOVERY (1988)
 MJ0748
 MJ0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MJ0748'RECOVERED IN GOOD CONDITION, AT OMAHA, ABOUT 36.5 M (119.8 FT)
 MJ0748'SOUTHEAST FROM THE INTERSECTION OF AMES AVENUE AND 37TH STREET, SET
 MJ0748'VERTICALLY IN THE WEST WALL OF THE NORTH HIGH SCHOOL, 1.37 M (4.5 FT)
 MJ0748'SOUTH FROM THE NORTHWEST CORNER OF THE BUILDING AND 0.76 M (2.5 FT)
 MJ0748'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0902 ***********************************************************************
 MJ0902  DESIGNATION -  A 255
 MJ0902  PID         -  MJ0902
 MJ0902  STATE/COUNTY-  NE/DOUGLAS
 MJ0902  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0902
 MJ0902                         *CURRENT SURVEY CONTROL
 MJ0902  ___________________________________________________________________
 MJ0902* NAD 83(1986)-  41 16 20.     (N)    095 58 48.     (W)     SCALED    
 MJ0902* NAVD 88     -       369.553  (meters)    1212.44   (feet)  ADJUSTED  
 MJ0902  ___________________________________________________________________
 MJ0902  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 MJ0902  DYNAMIC HT  -         369.395 (meters)    1211.92  (feet)  COMP
 MJ0902  MODELED GRAV-     980,185.5   (mgal)                       NAVD 88
 MJ0902
 MJ0902  VERT ORDER  -  FIRST     CLASS II
 MJ0902
 MJ0902.The horizontal coordinates were scaled from a topographic map and have
 MJ0902.an estimated accuracy of +/- 6 seconds.
 MJ0902
 MJ0902.The orthometric height was determined by differential leveling
 MJ0902.and adjusted by the National Geodetic Survey in June 1991..
 MJ0902
 MJ0902.The geoid height was determined by GEOID03.
 MJ0902
 MJ0902.The dynamic height is computed by dividing the NAVD 88
 MJ0902.geopotential number by the normal gravity value computed on the
 MJ0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0902.degrees latitude (g = 980.6199 gals.).
 MJ0902
 MJ0902.The modeled gravity was interpolated from observed gravity values.
 MJ0902
 MJ0902;                    North         East    Units  Estimated Accuracy
 MJ0902;SPC NE       -   167,580.      836,600.      MT  (+/- 180 meters Scaled)
 MJ0902
 MJ0902                          SUPERSEDED SURVEY CONTROL
 MJ0902
 MJ0902  NGVD 29 (??/??/92)  369.428  (m)         1212.03   (f) ADJ UNCH    1 2
 MJ0902
 MJ0902.Superseded values are not recommended for survey control.
 MJ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0902.See file dsdata.txt to determine how the superseded data were derived.
 MJ0902
 MJ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF503732(NAD 83)
 MJ0902_MARKER: DB = BENCH MARK DISK
 MJ0902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0902_SP_SET: WALL
 MJ0902_STAMPING: A 255 1947
 MJ0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0902
 MJ0902  HISTORY     - Date     Condition        Report By
 MJ0902  HISTORY     - 1947     MONUMENTED       CGS
 MJ0902  HISTORY     - 1976     GOOD             LOCSUR
 MJ0902
 MJ0902                          STATION DESCRIPTION
 MJ0902
 MJ0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0902'AT OMAHA.
 MJ0902'AT OMAHA, ABOUT 28 YARDS NORTHEAST OF THE INTERSECTION OF
 MJ0902'FORTY-FIFTH AND HAMILTON STREETS, IN THE SOUTH WALL OF THE
 MJ0902'WALNUT HILL SCHOOL, 2 FEET EAST OF THE SOUTHWEST CORNER OF THE
 MJ0902'BUILDING, SET VERTICALY ABOUT 4 FEET ABOVE THE GROUND.
 MJ0902
 MJ0902                          STATION RECOVERY (1976)
 MJ0902
 MJ0902'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0638 ***********************************************************************
 MK0638  DESIGNATION -  A 256
 MK0638  PID         -  MK0638
 MK0638  STATE/COUNTY-  NE/DOUGLAS
 MK0638  USGS QUAD   -  IRVINGTON (1984)
 MK0638
 MK0638                         *CURRENT SURVEY CONTROL
 MK0638  ___________________________________________________________________
 MK0638* NAD 83(1986)-  41 18 47.     (N)    096 01 26.     (W)     SCALED    
 MK0638* NAVD 88     -       372.572  (meters)    1222.35   (feet)  ADJUSTED  
 MK0638  ___________________________________________________________________
 MK0638  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 MK0638  DYNAMIC HT  -         372.408 (meters)    1221.81  (feet)  COMP
 MK0638  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 MK0638
 MK0638  VERT ORDER  -  SECOND    CLASS 0
 MK0638
 MK0638.This mark is at North Omaha Airport (3NO)
 MK0638
 MK0638.The horizontal coordinates were scaled from a topographic map and have
 MK0638.an estimated accuracy of +/- 6 seconds.
 MK0638
 MK0638.The orthometric height was determined by differential leveling
 MK0638.and adjusted by the National Geodetic Survey in June 1991..
 MK0638
 MK0638.The geoid height was determined by GEOID03.
 MK0638
 MK0638.The dynamic height is computed by dividing the NAVD 88
 MK0638.geopotential number by the normal gravity value computed on the
 MK0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0638.degrees latitude (g = 980.6199 gals.).
 MK0638
 MK0638.The modeled gravity was interpolated from observed gravity values.
 MK0638
 MK0638;                    North         East    Units  Estimated Accuracy
 MK0638;SPC NE       -   171,940.      832,710.      MT  (+/- 180 meters Scaled)
 MK0638
 MK0638                          SUPERSEDED SURVEY CONTROL
 MK0638
 MK0638  NGVD 29 (??/??/92)  372.442  (m)         1221.92   (f) ADJ UNCH    2 0
 MK0638
 MK0638.Superseded values are not recommended for survey control.
 MK0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0638.See file dsdata.txt to determine how the superseded data were derived.
 MK0638
 MK0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL491777(NAD 83)
 MK0638_MARKER: DB = BENCH MARK DISK
 MK0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0638_STAMPING: A 256 1947
 MK0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0638+STABILITY: SURFACE MOTION
 MK0638
 MK0638  HISTORY     - Date     Condition        Report By
 MK0638  HISTORY     - 1947     MONUMENTED       CGS
 MK0638  HISTORY     - 1955     MARK NOT FOUND   USGS
 MK0638  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0638
 MK0638                          STATION DESCRIPTION
 MK0638
 MK0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0638'2.3 MI NW FROM OMAHA.
 MK0638'0.1 MILE NORTH ALONG SIXTY-THIRD STREET FROM THE INTERSECTION
 MK0638'OF MAPLE AND SIXTY-THIRD STREETS AT OMAHA, THENCE 1.2 MILES
 MK0638'NORTHWEST ALONG MILITARY AVENUE, THENCE 1.0 MILE NORTH ALONG
 MK0638'SEVENTY-SECOND STREET, AT A ROAD JUNCTION, AT THE SOUTHEAST
 MK0638'CORNER OF THE CLEAR RIDGE AIRPORT, 149.6 FEET NORTHEAST OF THE
 MK0638'NORTH END OF A CORRUGATED IRON CULVERT, 78 FEET NORTH OF THE
 MK0638'CENTER LINE OF A GRAVELED ROAD (ROAD NUMBER 25), 55 FEET WEST
 MK0638'OF THE CENTER LINE OF SEVENTY-SECOND STREET AND 1 FOOT LOWER,
 MK0638'3 FEET NORTH OF A 4 X 4 MARKER POST, 2.5 FEET NORTH OF THE
 MK0638'SOUTHWEST UPRIGHT SUPPORT OF A CLEAR RIDGE AIRPORT SIGN, SET IN
 MK0638'THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 MK0638'GROUND.
 MK0638
 MK0638                          STATION RECOVERY (1955)
 MK0638
 MK0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MK0638'MARK NOT FOUND.
 MK0638
 MK0638                          STATION RECOVERY (1976)
 MK0638
 MK0638'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1047 ***********************************************************************
 LF1047  DESIGNATION -  A 257
 LF1047  PID         -  LF1047
 LF1047  STATE/COUNTY-  NE/CASS
 LF1047  USGS QUAD   -  NEHAWKA (1966)
 LF1047
 LF1047                         *CURRENT SURVEY CONTROL
 LF1047  ___________________________________________________________________
 LF1047* NAD 83(1986)-  40 48 40.     (N)    095 55 19.     (W)     SCALED    
 LF1047* NAVD 88     -       310.240  (meters)    1017.85   (feet)  ADJUSTED  
 LF1047  ___________________________________________________________________
 LF1047  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 LF1047  DYNAMIC HT  -         310.094 (meters)    1017.37  (feet)  COMP
 LF1047  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 LF1047
 LF1047  VERT ORDER  -  SECOND    CLASS 0
 LF1047
 LF1047.The horizontal coordinates were scaled from a topographic map and have
 LF1047.an estimated accuracy of +/- 6 seconds.
 LF1047
 LF1047.The orthometric height was determined by differential leveling
 LF1047.and adjusted by the National Geodetic Survey in June 1991..
 LF1047
 LF1047.The geoid height was determined by GEOID03.
 LF1047
 LF1047.The dynamic height is computed by dividing the NAVD 88
 LF1047.geopotential number by the normal gravity value computed on the
 LF1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1047.degrees latitude (g = 980.6199 gals.).
 LF1047
 LF1047.The modeled gravity was interpolated from observed gravity values.
 LF1047
 LF1047;                    North         East    Units  Estimated Accuracy
 LF1047;SPC NE       -   116,670.      843,870.      MT  (+/- 180 meters Scaled)
 LF1047
 LF1047                          SUPERSEDED SURVEY CONTROL
 LF1047
 LF1047  NGVD 29 (??/??/92)  310.142  (m)         1017.52   (f) ADJ UNCH    2 0
 LF1047
 LF1047.Superseded values are not recommended for survey control.
 LF1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1047.See file dsdata.txt to determine how the superseded data were derived.
 LF1047
 LF1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF535218(NAD 83)
 LF1047_MARKER: DB = BENCH MARK DISK
 LF1047_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LF1047+WITH SETTING: PAVEMENT
 LF1047_SP_SET: WATER TANK FOOTING
 LF1047_STAMPING: A 257 1947
 LF1047_MARK LOGO: CGS   
 LF1047_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1047+STABILITY: SURFACE MOTION
 LF1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1047+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 LF1047
 LF1047  HISTORY     - Date     Condition        Report By
 LF1047  HISTORY     - 1947     MONUMENTED       CGS
 LF1047  HISTORY     - 1977     GOOD             LOCSUR
 LF1047  HISTORY     - 19970722 GOOD             NEDR
 LF1047  HISTORY     - 20060215 GOOD             NEDR
 LF1047
 LF1047                          STATION DESCRIPTION
 LF1047
 LF1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1047'AT UNION.
 LF1047'SET IN THE TOP OF THE NORTH CORNER OF THE CONCRETE SUPPORT
 LF1047'OF THE NORTHWEST LEG OF THE CITY WATER TANK AT UNION.  A BRONZE
 LF1047'DISK SET IN A DRILL HOLE IN CONCRETE.
 LF1047
 LF1047                          STATION RECOVERY (1977)
 LF1047
 LF1047'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1047'RECOVERED IN GOOD CONDITION.
 LF1047
 LF1047                          STATION RECOVERY (1997)
 LF1047
 LF1047'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LF1047'RECOVERED IN GOOD CONDITION, IN UNION.  TO REACH FROM THE POST OFFICE
 LF1047'AT MAIN STREET AND 2ND STREET, GO SOUTH ON SECOND STREET FOR 0.15 MI
 LF1047'(0.24 KM) TO THE OLD ABANDONED PUBLIC SCHOOL BUILDING, THE SITE WHERE
 LF1047'THE OLD WATER TANK WAS, JUST SOUTH OF THE SCHOOL BUILDING AND THE
 LF1047'MARK, CEMENTED INTO A DRILLED HOLE ON THE 3-FT SQUARE CONCRETE FOOTING
 LF1047'FOR WHAT HAD BEEN THE NORTHWEST LEG OF THE WATER TANK, IN THE NW1/4,
 LF1047'SEC26, T10N, R13E.  THE MARK IS 22.44 M (73.62 FT) SOUTHEAST OF THE
 LF1047'SOUTHWEST CORNER OF THE OLD BUILDING, 21.0 M (68.9 FT) WEST OF THE
 LF1047'EXTENDED CENTERLINE OF 2ND STREET, 15.08 M (49.47 FT) SOUTH-SOUTHWEST
 LF1047'OF THE SOUTHEAST CORNER OF THE OLD BUILDING, 13.20 M (43.31 FT) WEST
 LF1047'FROM AN OLD NORTH-SOUTH FENCELINE, 1.16 M (3.81 FT) EAST-SOUTHEAST
 LF1047'FROM A WOODEN LIGHT POLE AND 1.16 M (3.81 FT) SOUTHWEST FROM A WITNESS
 LF1047'POST.  THE OLD FOOTING PROJECTS 5 CM ABOVE THE GROUND SURFACE.
 LF1047
 LF1047                          STATION RECOVERY (2006)
 LF1047
 LF1047'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0396 ***********************************************************************
 MK0396  DESIGNATION -  A 259
 MK0396  PID         -  MK0396
 MK0396  STATE/COUNTY-  NE/WASHINGTON
 MK0396  USGS QUAD   -  NICKERSON NW (1966)
 MK0396
 MK0396                         *CURRENT SURVEY CONTROL
 MK0396  ___________________________________________________________________
 MK0396* NAD 83(1986)-  41 40 08.     (N)    096 23 44.     (W)     SCALED    
 MK0396* NAVD 88     -       410.742  (meters)    1347.58   (feet)  ADJUSTED  
 MK0396  ___________________________________________________________________
 MK0396  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 MK0396  DYNAMIC HT  -         410.575 (meters)    1347.03  (feet)  COMP
 MK0396  MODELED GRAV-     980,202.9   (mgal)                       NAVD 88
 MK0396
 MK0396  VERT ORDER  -  SECOND    CLASS 0
 MK0396
 MK0396.The horizontal coordinates were scaled from a topographic map and have
 MK0396.an estimated accuracy of +/- 6 seconds.
 MK0396
 MK0396.The orthometric height was determined by differential leveling
 MK0396.and adjusted by the National Geodetic Survey in June 1991..
 MK0396
 MK0396.The geoid height was determined by GEOID03.
 MK0396
 MK0396.The dynamic height is computed by dividing the NAVD 88
 MK0396.geopotential number by the normal gravity value computed on the
 MK0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0396.degrees latitude (g = 980.6199 gals.).
 MK0396
 MK0396.The modeled gravity was interpolated from observed gravity values.
 MK0396
 MK0396;                    North         East    Units  Estimated Accuracy
 MK0396;SPC NE       -   210,050.      799,990.      MT  (+/- 180 meters Scaled)
 MK0396
 MK0396                          SUPERSEDED SURVEY CONTROL
 MK0396
 MK0396  NGVD 29 (??/??/92)  410.601  (m)         1347.11   (f) ADJ UNCH    2 0
 MK0396
 MK0396.Superseded values are not recommended for survey control.
 MK0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0396.See file dsdata.txt to determine how the superseded data were derived.
 MK0396
 MK0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM168162(NAD 83)
 MK0396_MARKER: DB = BENCH MARK DISK
 MK0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0396_STAMPING: A 259 1947
 MK0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0396+STABILITY: SURFACE MOTION
 MK0396
 MK0396  HISTORY     - Date     Condition        Report By
 MK0396  HISTORY     - 1947     MONUMENTED       CGS
 MK0396  HISTORY     - 19910320 MARK NOT FOUND   NGS
 MK0396
 MK0396                          STATION DESCRIPTION
 MK0396
 MK0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0396'11.6 MI NE FROM WINSLOW.
 MK0396'4.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0396'FROM THE STATION AT WINSLOW, THENCE 7.25 MILES EAST ALONG A
 MK0396'GRAVEL ROAD, IN THE FRONT YARD OF A FARM HOUSE, 49.0 FEET EAST
 MK0396'OF THE CENTER OF A PRIVATE DRIVE-WAY LEADING NORTH TO THE FARM
 MK0396'HOUSE, 35.0 FEET NORTH OF THE CENTER OF THE MAIN ROAD, 12.5 FEET
 MK0396'WEST OF A POINT IN LINE WITH THE WEST WALL OF THE FARM HOUSE, 5.5
 MK0396'FEET WEST OF A 1 1/2-FOOT BOXELDER TREE WHICH IS AT THE EAST END
 MK0396'OF A ROW OF FOUR BOXELDER TREES, 1.0 FOOT EAST OF A REFERENCE
 MK0396'POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AT THE
 MK0396'ROAD AND ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 MK0396
 MK0396                          STATION RECOVERY (1991)
 MK0396
 MK0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JAO)
 MK0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0067 ***********************************************************************
 LJ0067  DESIGNATION -  A 26
 LJ0067  PID         -  LJ0067
 LJ0067  STATE/COUNTY-  NE/RED WILLOW
 LJ0067  USGS QUAD   -  MC COOK WEST (1983)
 LJ0067
 LJ0067                         *CURRENT SURVEY CONTROL
 LJ0067  ___________________________________________________________________
 LJ0067* NAD 83(1986)-  40 11 43.     (N)    100 38 35.     (W)     SCALED    
 LJ0067* NAVD 88     -       766.333  (meters)    2514.21   (feet)  ADJUSTED  
 LJ0067  ___________________________________________________________________
 LJ0067  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 LJ0067  DYNAMIC HT  -         765.823 (meters)    2512.54  (feet)  COMP
 LJ0067  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 LJ0067
 LJ0067  VERT ORDER  -  FIRST     CLASS II
 LJ0067
 LJ0067.The horizontal coordinates were scaled from a topographic map and have
 LJ0067.an estimated accuracy of +/- 6 seconds.
 LJ0067
 LJ0067.The orthometric height was determined by differential leveling
 LJ0067.and adjusted by the National Geodetic Survey in June 1991..
 LJ0067
 LJ0067.The geoid height was determined by GEOID03.
 LJ0067
 LJ0067.The dynamic height is computed by dividing the NAVD 88
 LJ0067.geopotential number by the normal gravity value computed on the
 LJ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0067.degrees latitude (g = 980.6199 gals.).
 LJ0067
 LJ0067.The modeled gravity was interpolated from observed gravity values.
 LJ0067
 LJ0067;                    North         East    Units  Estimated Accuracy
 LJ0067;SPC NE       -    40,390.      445,250.      MT  (+/- 180 meters Scaled)
 LJ0067
 LJ0067                          SUPERSEDED SURVEY CONTROL
 LJ0067
 LJ0067  NGVD 29 (??/??/92)  766.016  (m)         2513.17   (f) ADJ UNCH    1 2
 LJ0067
 LJ0067.Superseded values are not recommended for survey control.
 LJ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0067.See file dsdata.txt to determine how the superseded data were derived.
 LJ0067
 LJ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK601507(NAD 83)
 LJ0067_MARKER: DB = BENCH MARK DISK
 LJ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0067_STAMPING: 2513.171 A 26 1933
 LJ0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0067+STABILITY: SURFACE MOTION
 LJ0067
 LJ0067  HISTORY     - Date     Condition        Report By
 LJ0067  HISTORY     - 1933     MONUMENTED       CGS
 LJ0067  HISTORY     - 1942     MARK NOT FOUND   NGS
 LJ0067  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0067
 LJ0067                          STATION DESCRIPTION
 LJ0067
 LJ0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LJ0067'0.9 MI W FROM MC COOK.
 LJ0067'0.9 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0067'FROM THE STATION AT MC COOK, REDWILLOW COUNTY, 9-1/2 POLES EAST
 LJ0067'OF MILEPOST 289, AT A CURVE, AT THE EAST POINT OF A CUT, AND 36
 LJ0067'FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED A 26
 LJ0067'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LJ0067'ABOVE GROUND.  NOW STAMPED 2513.171 A 26 1933.
 LJ0067
 LJ0067                          STATION RECOVERY (1999)
 LJ0067
 LJ0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0067'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0732 ***********************************************************************
 LF0732  DESIGNATION -  A 260 RESET
 LF0732  PID         -  LF0732
 LF0732  STATE/COUNTY-  NE/NEMAHA
 LF0732  USGS QUAD   -  PERU (1966)
 LF0732
 LF0732                         *CURRENT SURVEY CONTROL
 LF0732  ___________________________________________________________________
 LF0732* NAD 83(1986)-  40 23 34.     (N)    095 44 14.     (W)     SCALED    
 LF0732* NAVD 88     -       303.39   (+/-2cm)     995.4    (feet)  VERTCON   
 LF0732  ___________________________________________________________________
 LF0732  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LF0732
 LF0732  VERT ORDER  -  THIRD (See Below)
 LF0732
 LF0732.The horizontal coordinates were scaled from a topographic map and have
 LF0732.an estimated accuracy of +/- 6 seconds.
 LF0732
 LF0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0732.The vertical order pertains to the NGVD 29 superseded value.
 LF0732
 LF0732.The geoid height was determined by GEOID03.
 LF0732
 LF0732;                    North         East    Units  Estimated Accuracy
 LF0732;SPC NE       -    71,040.      861,720.      MT  (+/- 180 meters Scaled)
 LF0732
 LF0732                          SUPERSEDED SURVEY CONTROL
 LF0732
 LF0732  NGVD 29 (08/02/06)  303.31   (m)          995.1    (f) RESET       3  
 LF0732
 LF0732.Superseded values are not recommended for survey control.
 LF0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0732.See file dsdata.txt to determine how the superseded data were derived.
 LF0732
 LF0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE676749(NAD 83)
 LF0732_MARKER: DB = BENCH MARK DISK
 LF0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0732_SP_SET: CULVERT
 LF0732_STAMPING: A 260 RESET 1974
 LF0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0732
 LF0732  HISTORY     - Date     Condition        Report By
 LF0732  HISTORY     - 1974     MONUMENTED       NEDR
 LF0732  HISTORY     - 1975     GOOD             NGS
 LF0732
 LF0732                          STATION DESCRIPTION
 LF0732
 LF0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LF0732'4.6 MI W FROM BROWNVILLE.
 LF0732'BRASS BENCH MARK SET IN NORTH PARAPET WALL OF CONCRETE BOX
 LF0732'CULVERT, 67.5 FEET LEFT OF PAVEMENT STATION 268+10.  NOTE-- 0.12
 LF0732'FOOT DIFFERENCE.  OUR PROJECT LEVELS WERE EQUATED AT THIS
 LF0732'LOCATION TO USE HIGHER ELEVATION BEYOND THAT POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0308 ***********************************************************************
 MK0308  DESIGNATION -  A 261
 MK0308  PID         -  MK0308
 MK0308  STATE/COUNTY-  NE/BURT
 MK0308  USGS QUAD   -  TEKAMAH NW (1970)
 MK0308
 MK0308                         *CURRENT SURVEY CONTROL
 MK0308  ___________________________________________________________________
 MK0308* NAD 83(1986)-  41 53 40.     (N)    096 09 51.     (W)     SCALED    
 MK0308* NAVD 88     -       317.401  (meters)    1041.34   (feet)  ADJUSTED  
 MK0308  ___________________________________________________________________
 MK0308  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 MK0308  DYNAMIC HT  -         317.282 (meters)    1040.95  (feet)  COMP
 MK0308  MODELED GRAV-     980,240.2   (mgal)                       NAVD 88
 MK0308
 MK0308  VERT ORDER  -  SECOND    CLASS 0
 MK0308
 MK0308.The horizontal coordinates were scaled from a topographic map and have
 MK0308.an estimated accuracy of +/- 6 seconds.
 MK0308
 MK0308.The orthometric height was determined by differential leveling
 MK0308.and adjusted by the National Geodetic Survey in June 1991..
 MK0308
 MK0308.The geoid height was determined by GEOID03.
 MK0308
 MK0308.The dynamic height is computed by dividing the NAVD 88
 MK0308.geopotential number by the normal gravity value computed on the
 MK0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0308.degrees latitude (g = 980.6199 gals.).
 MK0308
 MK0308.The modeled gravity was interpolated from observed gravity values.
 MK0308
 MK0308;                    North         East    Units  Estimated Accuracy
 MK0308;SPC NE       -   235,900.      818,120.      MT  (+/- 180 meters Scaled)
 MK0308
 MK0308                          SUPERSEDED SURVEY CONTROL
 MK0308
 MK0308  NGVD 29 (??/??/92)  317.258  (m)         1040.87   (f) ADJ UNCH    2 0
 MK0308
 MK0308.Superseded values are not recommended for survey control.
 MK0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0308.See file dsdata.txt to determine how the superseded data were derived.
 MK0308
 MK0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM352419(NAD 83)
 MK0308_MARKER: DB = BENCH MARK DISK
 MK0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0308_STAMPING: A 261 1948
 MK0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0308+STABILITY: SURFACE MOTION
 MK0308
 MK0308  HISTORY     - Date     Condition        Report By
 MK0308  HISTORY     - 1948     MONUMENTED       CGS
 MK0308  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0308
 MK0308                          STATION DESCRIPTION
 MK0308
 MK0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0308'11.3 MI NE FROM TEKAMAH.
 MK0308'6.4 MILES NORTH ALONG U.S. HIGHWAY NO. 73 E FROM THE TEKAMAH
 MK0308'SCHOOLS AT TEKAMAH, THENCE 3.2 MILES EAST ALONG A DIRT AND GRAVEL
 MK0308'ROAD, THENCE 1.5 MILES NORTH ALONG A DIRT AND GRAVEL ROAD, THENCE
 MK0308'0.2 MILE EAST ALONG A FIELD ROAD ALONG THE NORTH EDGE OF A
 MK0308'CULTIVATED FIELD, 0.15 MILE WEST OF THE WEST EDGE OF THE MISSOURI
 MK0308'RIVER LEVEE, ABOUT 0.25 MILE SOUTHEAST OF A FARMHOUSE, 7.0 FEET
 MK0308'NORTH OF THE CENTER LINE OF A FIELD ROAD, 0.2 MILE EAST OF A
 MK0308'NORTH-SOUTH ROAD, 1.3 FEET WEST OF A REFERENCE POST, IN A FENCE
 MK0308'LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 MK0308'THE GROUND.
 MK0308
 MK0308                          STATION RECOVERY (1970)
 MK0308
 MK0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0662 ***********************************************************************
 NM0662  DESIGNATION -  A 262
 NM0662  PID         -  NM0662
 NM0662  STATE/COUNTY-  NE/DAKOTA
 NM0662  USGS QUAD   -  JACKSON (1993)
 NM0662
 NM0662                         *CURRENT SURVEY CONTROL
 NM0662  ___________________________________________________________________
 NM0662* NAD 83(1986)-  42 28 12.     (N)    096 35 30.     (W)     SCALED    
 NM0662* NAVD 88     -       354.846  (meters)    1164.19   (feet)  ADJUSTED  
 NM0662  ___________________________________________________________________
 NM0662  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 NM0662  DYNAMIC HT  -         354.733 (meters)    1163.82  (feet)  COMP
 NM0662  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 NM0662
 NM0662  VERT ORDER  -  SECOND    CLASS 0
 NM0662
 NM0662.The horizontal coordinates were scaled from a topographic map and have
 NM0662.an estimated accuracy of +/- 6 seconds.
 NM0662
 NM0662.The orthometric height was determined by differential leveling
 NM0662.and adjusted by the National Geodetic Survey in June 1991..
 NM0662
 NM0662.The geoid height was determined by GEOID03.
 NM0662
 NM0662.The dynamic height is computed by dividing the NAVD 88
 NM0662.geopotential number by the normal gravity value computed on the
 NM0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0662.degrees latitude (g = 980.6199 gals.).
 NM0662
 NM0662.The modeled gravity was interpolated from observed gravity values.
 NM0662
 NM0662;                    North         East    Units  Estimated Accuracy
 NM0662;SPC NE       -   298,270.      780,170.      MT  (+/- 180 meters Scaled)
 NM0662
 NM0662                          SUPERSEDED SURVEY CONTROL
 NM0662
 NM0662  NGVD 29 (??/??/92)  354.676  (m)         1163.63   (f) ADJ UNCH    2 0
 NM0662
 NM0662.Superseded values are not recommended for survey control.
 NM0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0662.See file dsdata.txt to determine how the superseded data were derived.
 NM0662
 NM0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN979047(NAD 83)
 NM0662_MARKER: DB = BENCH MARK DISK
 NM0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0662_STAMPING: A 262 1948
 NM0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0662+STABILITY: SURFACE MOTION
 NM0662
 NM0662  HISTORY     - Date     Condition        Report By
 NM0662  HISTORY     - 1948     MONUMENTED       CGS
 NM0662  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0662
 NM0662                          STATION DESCRIPTION
 NM0662
 NM0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0662'2.4 MI SE FROM WILLIS.
 NM0662'0.25 MILE NORTHWEST ALONG STATE HIGHWAY NO. 12 FROM THE JUNCTION
 NM0662'WITH U.S. HIGHWAY NO. 20 AT WILLIS, THENCE 1.8 MILES SOUTHEAST
 NM0662'ALONG A DIRT ROAD, THENCE 0.4 MILE EAST ALONG A DIRT ROAD,
 NM0662'IN A SMALL GROVE OF TREES, 109.8 FEET SOUTHWEST OF THE SOUTHWEST
 NM0662'CORNER OF A FARMHOUSE, 23.0 FEET NORTH OF THE CENTER LINE OF THE
 NM0662'ROAD, 15.0 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD,
 NM0662'1.2 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0662'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0662
 NM0662                          STATION RECOVERY (1966)
 NM0662
 NM0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1007 ***********************************************************************
 LF1007  DESIGNATION -  A 263
 LF1007  PID         -  LF1007
 LF1007  STATE/COUNTY-  NE/NEMAHA
 LF1007  USGS QUAD   -  HAMBURG (1984)
 LF1007
 LF1007                         *CURRENT SURVEY CONTROL
 LF1007  ___________________________________________________________________
 LF1007* NAD 83(1986)-  40 31 48.     (N)    095 41 49.     (W)     SCALED    
 LF1007* NAVD 88     -       277.024  (meters)     908.87   (feet)  ADJUSTED  
 LF1007  ___________________________________________________________________
 LF1007  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LF1007  DYNAMIC HT  -         276.878 (meters)     908.39  (feet)  COMP
 LF1007  MODELED GRAV-     980,089.8   (mgal)                       NAVD 88
 LF1007
 LF1007  VERT ORDER  -  SECOND    CLASS 0
 LF1007
 LF1007.The horizontal coordinates were scaled from a topographic map and have
 LF1007.an estimated accuracy of +/- 6 seconds.
 LF1007
 LF1007.The orthometric height was determined by differential leveling
 LF1007.and adjusted by the National Geodetic Survey in June 1991..
 LF1007
 LF1007.The geoid height was determined by GEOID03.
 LF1007
 LF1007.The dynamic height is computed by dividing the NAVD 88
 LF1007.geopotential number by the normal gravity value computed on the
 LF1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1007.degrees latitude (g = 980.6199 gals.).
 LF1007
 LF1007.The modeled gravity was interpolated from observed gravity values.
 LF1007
 LF1007;                    North         East    Units  Estimated Accuracy
 LF1007;SPC NE       -    86,420.      864,380.      MT  (+/- 180 meters Scaled)
 LF1007
 LF1007                          SUPERSEDED SURVEY CONTROL
 LF1007
 LF1007  NGVD 29 (??/??/92)  276.927  (m)          908.55   (f) ADJ UNCH    2 0
 LF1007
 LF1007.Superseded values are not recommended for survey control.
 LF1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1007.See file dsdata.txt to determine how the superseded data were derived.
 LF1007
 LF1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE715900(NAD 83)
 LF1007_MARKER: DB = BENCH MARK DISK
 LF1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1007_STAMPING: A 263 1948
 LF1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1007+STABILITY: SURFACE MOTION
 LF1007
 LF1007  HISTORY     - Date     Condition        Report By
 LF1007  HISTORY     - 1948     MONUMENTED       CGS
 LF1007  HISTORY     - 1961     GOOD             NGS
 LF1007
 LF1007                          STATION DESCRIPTION
 LF1007
 LF1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1007'9.7 MI W FROM WATSON.
 LF1007'2.0 MILES WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF1007'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, THENCE
 LF1007'3.7 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 LF1007'A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, THENCE
 LF1007'0.9 MILE WEST ALONG A DIRT ROAD, THENCE 1.1 MILE SOUTH ALONG
 LF1007'A DIRT ROAD (NEBRASKA-MISSOURI STATE LINE ROAD), AT THE END OF
 LF1007'A WOODED AREA, ON THE INSIDE OF A SLIGHT CURVE IN THE ROAD TO
 LF1007'THE SOUTH, 259.0 FEET NORTHEAST OF THE MOST NORTHERLY ONE OF
 LF1007'TWO TREES IN A BUSHY THICKET IN A CLEARED FIELD, 17.0 FEET EAST
 LF1007'OF THE CENTER LINE OF THE ROAD, ON THE WEST SLOPE OF A SAND
 LF1007'HILL, 1.7 FEET EAST OF A 4 X 4 REFERENCE POST, SET IN THE TOP
 LF1007'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 LF1007
 LF1007                          STATION RECOVERY (1961)
 LF1007
 LF1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0095 ***********************************************************************
 MM0095  DESIGNATION -  A 264
 MM0095  PID         -  MM0095
 MM0095  STATE/COUNTY-  NE/LINCOLN
 MM0095  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0095
 MM0095                         *CURRENT SURVEY CONTROL
 MM0095  ___________________________________________________________________
 MM0095* NAD 83(1995)-  41 08 00.86474(N)    100 41 12.25782(W)     ADJUSTED  
 MM0095* NAVD 88     -       845.558  (meters)    2774.13   (feet)  ADJUSTED  
 MM0095  ___________________________________________________________________
 MM0095  X           -    -892,234.298 (meters)                     COMP
 MM0095  Y           -  -4,728,014.789 (meters)                     COMP
 MM0095  Z           -   4,174,148.836 (meters)                     COMP
 MM0095  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 MM0095  ELLIP HEIGHT-         823.33  (meters)          (01/04/02) GPS OBS
 MM0095  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 MM0095  DYNAMIC HT  -         845.065 (meters)    2772.52  (feet)  COMP
 MM0095  MODELED GRAV-     980,011.4   (mgal)                       NAVD 88
 MM0095
 MM0095  HORZ ORDER  -  THIRD
 MM0095  VERT ORDER  -  FIRST     CLASS II
 MM0095  ELLP ORDER  -  FOURTH    CLASS II
 MM0095
 MM0095.The horizontal coordinates were established by GPS observations
 MM0095.and adjusted by the National Geodetic Survey in September 1998..
 MM0095
 MM0095.The orthometric height was determined by differential leveling
 MM0095.and adjusted by the National Geodetic Survey in June 1994..
 MM0095
 MM0095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0095
 MM0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0095
 MM0095.The ellipsoidal height was determined by GPS observations
 MM0095.and is referenced to NAD 83.
 MM0095
 MM0095.The geoid height was determined by GEOID03.
 MM0095
 MM0095.The dynamic height is computed by dividing the NAVD 88
 MM0095.geopotential number by the normal gravity value computed on the
 MM0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0095.degrees latitude (g = 980.6199 gals.).
 MM0095
 MM0095.The modeled gravity was interpolated from observed gravity values.
 MM0095
 MM0095;                    North         East     Units Scale Factor Converg.
 MM0095;SPC NE       -   144,589.253   442,357.032   MT  0.99967958   -0 27 18.4
 MM0095;UTM  14      - 4,554,956.200   358,426.705   MT  0.99984668   -1 06 35.1
 MM0095
 MM0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0095!SPC NE       -   0.99987087  x   0.99967958  =   0.99955049
 MM0095!UTM  14      -   0.99987087  x   0.99984668  =   0.99971757
 MM0095
 MM0095                          SUPERSEDED SURVEY CONTROL
 MM0095
 MM0095  ELLIP H (09/17/98)  823.36   (m)                       GP(       ) 4 2
 MM0095  NAVD 88 (06/15/91)  845.559  (m)         2774.14   (f) UNKNOWN     1 2
 MM0095  NGVD 29 (02/14/92)  845.212  (m)         2773.00   (f) ADJUSTED    1 2
 MM0095
 MM0095.Superseded values are not recommended for survey control.
 MM0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0095.See file dsdata.txt to determine how the superseded data were derived.
 MM0095
 MM0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5842754956(NAD 83)
 MM0095_MARKER: DB = BENCH MARK DISK
 MM0095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MM0095_SP_SET: CULVERT HEADWALL
 MM0095_STAMPING: A 264 1963
 MM0095_MARK LOGO: CGS   
 MM0095_PROJECTION: FLUSH
 MM0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0095+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 MM0095
 MM0095  HISTORY     - Date     Condition        Report By
 MM0095  HISTORY     - 1963     MONUMENTED       CGS
 MM0095  HISTORY     - 1968     GOOD             NGS
 MM0095  HISTORY     - 1986     GOOD             NGS
 MM0095  HISTORY     - 19970805 GOOD             NGS
 MM0095
 MM0095                          STATION DESCRIPTION
 MM0095
 MM0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MM0095'3.5 MI E FROM NORTH PLATTE.
 MM0095'ABOUT 0.65 MILE EAST ALONG OLD U.S. HIGHWAY 30 FROM THE ENTRANCE
 MM0095'TO THE NORTH PLATTE MUNICIPAL AIRPORT, AT THE INTERSECTION OF
 MM0095'THE OLD AND NEW HIGHWAYS, IN A DRILL HOLE IN THE SOUTH END OF
 MM0095'THE EAST CONCRETE ABUTMENT OF A CULVERT, ABOUT 50 FEET SOUTHWEST
 MM0095'OF THE CENTERLINE OF U.S. HIGHWAY 30, AND 17 FEET SOUTHEAST OF
 MM0095'THE CENTERLINE OF OLD HIGHWAY 30.  A STANDARD DISK.
 MM0095
 MM0095                          STATION RECOVERY (1968)
 MM0095
 MM0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MM0095'RECOVERED IN GOOD CONDITION.
 MM0095
 MM0095                          STATION RECOVERY (1986)
 MM0095
 MM0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0095'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.55 KM (4.1
 MM0095'MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 83 AT
 MM0095'NORTH PLATTE, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL
 MM0095'FOR A 48-INCH METAL PIPE CULVERT UNDER AN ABANDON ROAD, 15.2 METERS
 MM0095'(50 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 23.0 METERS (75.5 FT)
 MM0095'WEST OF MILEPOST 182 AND 5.2 METERS (17 FT) SOUTHEAST OF THE CENTER OF
 MM0095'THE ABANDON HIGHWAY.
 MM0095'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 MM0095
 MM0095                          STATION RECOVERY (1997)
 MM0095
 MM0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MM0095'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF MAXWELL,
 MM0095'3.0 MI (4.8 KM) EAST OF NORTH PLATTE, AND NORTH OF THE NORTH PLATTE
 MM0095'REGIONAL AIRPORT.  OWNERSHIP--RIGHT OF WAY.  TO REACH THE STATION FROM
 MM0095'THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 56 G LINK (2.3
 MM0095'MI SOUTHEAST OF NORTH PLATTE) EXIT 179, GO NORTH ON STATE HIGHWAY 56 G
 MM0095'LINK FOR 1.85 MI (2.98 KM) TO A T-JUNCTION, TURN RIGHT AND GO EAST ON
 MM0095'US HIGHWAY 30 FOR 1.5 MI (2.4 KM) TO THE AIRPORT ENTRANCE ROAD RIGHT,
 MM0095'CONTINUE AHEAD ON THE HIGHWAY FOR 0.4 MI (0.6 KM) TO THE STATION ON
 MM0095'THE RIGHT.  THE STATION IS IN THE TOP OF THE SOUTHWEST END OF THE
 MM0095'SOUTHEAST HEAADWALL FOR A 48-INCH METAL PIPE CULVERT UNDER AN
 MM0095'ABANDONED ROAD.  IT IS 19.5 M (64.0 FT) SOUTHWEST OF THE HIGHWAY
 MM0095'CENTERLINE, 22.1 M (72.5 FT) WEST OF MILEPOST 182, 11.2 M (36.7 FT)
 MM0095'SOUTHEAST OF THE CENTER OF THE ABANDONED HIGHWAY, AND 3.7 M (12.1 FT)
 MM0095'SOUTHEAST OF A HIGHWAY REFLECTOR POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0600 ***********************************************************************
 LF0600  DESIGNATION -  A 266
 LF0600  PID         -  LF0600
 LF0600  STATE/COUNTY-  NE/RICHARDSON
 LF0600  USGS QUAD   -  VERDON (1966)
 LF0600
 LF0600                         *CURRENT SURVEY CONTROL
 LF0600  ___________________________________________________________________
 LF0600* NAD 83(1986)-  40 13 59.     (N)    095 43 56.     (W)     SCALED    
 LF0600* NAVD 88     -       344.168  (meters)    1129.16   (feet)  ADJUSTED  
 LF0600  ___________________________________________________________________
 LF0600  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LF0600  DYNAMIC HT  -         343.979 (meters)    1128.54  (feet)  COMP
 LF0600  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 LF0600
 LF0600  VERT ORDER  -  SECOND    CLASS 0
 LF0600
 LF0600.The horizontal coordinates were scaled from a topographic map and have
 LF0600.an estimated accuracy of +/- 6 seconds.
 LF0600
 LF0600.The orthometric height was determined by differential leveling
 LF0600.and adjusted by the National Geodetic Survey in June 1991..
 LF0600
 LF0600.The geoid height was determined by GEOID03.
 LF0600
 LF0600.The dynamic height is computed by dividing the NAVD 88
 LF0600.geopotential number by the normal gravity value computed on the
 LF0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0600.degrees latitude (g = 980.6199 gals.).
 LF0600
 LF0600.The modeled gravity was interpolated from observed gravity values.
 LF0600
 LF0600;                    North         East    Units  Estimated Accuracy
 LF0600;SPC NE       -    53,340.      863,020.      MT  (+/- 180 meters Scaled)
 LF0600
 LF0600                          SUPERSEDED SURVEY CONTROL
 LF0600
 LF0600  NGVD 29 (??/??/92)  344.090  (m)         1128.90   (f) ADJ UNCH    2 0
 LF0600
 LF0600.Superseded values are not recommended for survey control.
 LF0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0600.See file dsdata.txt to determine how the superseded data were derived.
 LF0600
 LF0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE675572(NAD 83)
 LF0600_MARKER: DB = BENCH MARK DISK
 LF0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0600_STAMPING: A 266 1947
 LF0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0600+STABILITY: SURFACE MOTION
 LF0600
 LF0600  HISTORY     - Date     Condition        Report By
 LF0600  HISTORY     - 1947     MONUMENTED       CGS
 LF0600
 LF0600                          STATION DESCRIPTION
 LF0600
 LF0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0600'2.9 MI W FROM SHUBERT.
 LF0600'0.4 MILE SOUTH ALONG MAIN STREET AND 2.5 MILES WEST ALONG STATE
 LF0600'HIGHWAY NO. 62 FROM THE SCHOOL AT SHUBERT, AT THE TOP OF A HILL
 LF0600'AND IN THE FRONT YARD OF A FARM HOUSE, 113.0 FEET EAST OF THE
 LF0600'CENTER OF A PRIVATE DRIVE WAY LEADING NORTH TO A BARN, 99.2 FEET
 LF0600'SOUTH OF THE SOUTHEAST CORNER OF THE FRONT PORCH OF A 2 1/2-STORY
 LF0600'FARM HOUSE, 44.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LF0600'36.0 FEET WEST OF THE CENTER OF A PRIVATE DRIVE WAY LEADING
 LF0600'NORTH TO THE FARM HOUSE, 6.5 FEET EAST OF A TELEPHONE POLE, 1.3
 LF0600'FOOT WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE
 LF0600'SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.2 FOOT.
 LF0600'NOTE-- THIS BENCH MARK IS ALSO 0.25 MILE NORTHWEST ALONG THE
 LF0600'TRACK AND 2.45 MILES EAST ALONG STATE HIGHWAY NO. 62 FROM THE
 LF0600'MISSOURI PACIFIC RAILROAD STATION AT STELLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0601 ***********************************************************************
 LF0601  DESIGNATION -  A 266 RESET
 LF0601  PID         -  LF0601
 LF0601  STATE/COUNTY-  NE/RICHARDSON
 LF0601  USGS QUAD   -  VERDON (1966)
 LF0601
 LF0601                         *CURRENT SURVEY CONTROL
 LF0601  ___________________________________________________________________
 LF0601* NAD 83(1986)-  40 13 59.     (N)    095 43 56.     (W)     SCALED    
 LF0601* NAVD 88     -       344.33   (meters)    1129.7    (feet)  RESET     
 LF0601  ___________________________________________________________________
 LF0601  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LF0601
 LF0601  VERT ORDER  -  THIRD
 LF0601
 LF0601.The horizontal coordinates were scaled from a topographic map and have
 LF0601.an estimated accuracy of +/- 6 seconds.
 LF0601
 LF0601.The orthometric height was computed from unverified reset data.
 LF0601.No vertical observational check was made to the station.
 LF0601
 LF0601.The geoid height was determined by GEOID03.
 LF0601
 LF0601;                    North         East    Units  Estimated Accuracy
 LF0601;SPC NE       -    53,340.      863,020.      MT  (+/- 180 meters Scaled)
 LF0601
 LF0601                          SUPERSEDED SURVEY CONTROL
 LF0601
 LF0601  NGVD 29 (??/??/??)  344.25   (m)         1129.4    (f) RESET       3  
 LF0601
 LF0601.Superseded values are not recommended for survey control.
 LF0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0601.See file dsdata.txt to determine how the superseded data were derived.
 LF0601
 LF0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE675572(NAD 83)
 LF0601_MARKER: DB = BENCH MARK DISK
 LF0601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0601_SP_SET: CONCRETE
 LF0601_STAMPING: A 266 RESET 1960
 LF0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0601
 LF0601  HISTORY     - Date     Condition        Report By
 LF0601  HISTORY     - 1960     MONUMENTED       NEDR
 LF0601
 LF0601                          STATION DESCRIPTION
 LF0601
 LF0601'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 LF0601'2.9 MI SW FROM SHUBERT.
 LF0601'THIS MARK IS LOCATED 0.4 MILE SOUTH ALONG MAIN STREET AND 2.5
 LF0601'MILES WEST ALONG STATE HIGHWAY NO. 62 FROM THE SCHOOL AT SHUBERT,
 LF0601'AT THE TOP OF A HILL AND IN THE FRONT YARD OF A FARM HOUSE, 160
 LF0601'FEET EAST OF THE CENTER OF A PRIVATE DRIVE WAY LEADING NORTH TO
 LF0601'THE BARN, 65 FEET NORTH OF THE CENTER OF THE HIGHWAY, 12 FEET
 LF0601'EAST OF THE CENTER OF A PRIVATE DRIVEWAY LEADING NORTH TO THE
 LF0601'FARM HOUSE, SET IN CONCRETE ABOUT THE SAME ELEVATION AS THE
 LF0601'HIGHWAY AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0602 ***********************************************************************
 LF0602  DESIGNATION -  A 266 RESET
 LF0602  PID         -  LF0602
 LF0602  STATE/COUNTY-  NE/RICHARDSON
 LF0602  USGS QUAD   -  VERDON (1966)
 LF0602
 LF0602                         *CURRENT SURVEY CONTROL
 LF0602  ___________________________________________________________________
 LF0602* NAD 83(1986)-  40 13 59.     (N)    095 43 55.     (W)     SCALED    
 LF0602* NAVD 88     -       344.05   (+/-2cm)    1128.8    (feet)  VERTCON   
 LF0602  ___________________________________________________________________
 LF0602  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LF0602
 LF0602  VERT ORDER  -  THIRD (See Below)
 LF0602
 LF0602.The horizontal coordinates were scaled from a topographic map and have
 LF0602.an estimated accuracy of +/- 6 seconds.
 LF0602
 LF0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0602.The vertical order pertains to the NGVD 29 superseded value.
 LF0602
 LF0602.The geoid height was determined by GEOID03.
 LF0602
 LF0602;                    North         East    Units  Estimated Accuracy
 LF0602;SPC NE       -    53,350.      863,040.      MT  (+/- 180 meters Scaled)
 LF0602
 LF0602                          SUPERSEDED SURVEY CONTROL
 LF0602
 LF0602  NGVD 29 (08/02/06)  343.97   (m)         1128.5    (f) RESET       3  
 LF0602
 LF0602.Superseded values are not recommended for survey control.
 LF0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0602.See file dsdata.txt to determine how the superseded data were derived.
 LF0602
 LF0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE675572(NAD 83)
 LF0602_MARKER: DB = BENCH MARK DISK
 LF0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0602_SP_SET: MONUMENT
 LF0602_STAMPING: A 266 RESET 1973
 LF0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0602
 LF0602  HISTORY     - Date     Condition        Report By
 LF0602  HISTORY     - 1973     MONUMENTED       NGS
 LF0602
 LF0602                          STATION DESCRIPTION
 LF0602
 LF0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LF0602'2.2 MI E FROM STELLA.
 LF0602'FROM THE POST OFFICE IN STELLA GO NORTH ON MAIN STREET FOR 0.15
 LF0602'MILE TO STATE HIGHWAY 62, THENCE EAST ON HIGHWAY 62 FOR 2.2
 LF0602'MILES TO MR. RICHARD MC MULLEN RESIDENCE AND THE BENCH MARK ON
 LF0602'THE LEFT, 100.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 LF0602'OF THE HOUSE, 45 FEET SOUTH OF A 30-INCH PINE TREE, 25 FEET
 LF0602'WEST OF A TELEPHONE POLE, 10 FEET EAST OF THE CENTER OF THE
 LF0602'DRIVEWAY AND AT THE WEST END OF AN EAST-WEST ROW OF ROSE
 LF0602'BUSHES.  THE BENCH MARK IS A STANDARD DISK STAMPED A 266 RESET
 LF0602'1973, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 LF0602'THAT IS 2 INCHES BELOW THE GROUND SURFACE AND IS COVERED WITH
 LF0602'GRAVEL.  NOTE-- THIS MARK REPLACES A 266 RESET 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0631 ***********************************************************************
 LF0631  DESIGNATION -  A 267
 LF0631  PID         -  LF0631
 LF0631  STATE/COUNTY-  NE/RICHARDSON
 LF0631  USGS QUAD   -  FALLS CITY (1984)
 LF0631
 LF0631                         *CURRENT SURVEY CONTROL
 LF0631  ___________________________________________________________________
 LF0631* NAD 83(1986)-  40 07 23.     (N)    095 31 13.     (W)     SCALED    
 LF0631* NAVD 88     -       314.285  (meters)    1031.12   (feet)  ADJUSTED  
 LF0631  ___________________________________________________________________
 LF0631  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LF0631  DYNAMIC HT  -         314.111 (meters)    1030.55  (feet)  COMP
 LF0631  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 LF0631
 LF0631  VERT ORDER  -  SECOND    CLASS 0
 LF0631
 LF0631.The horizontal coordinates were scaled from a topographic map and have
 LF0631.an estimated accuracy of +/- 6 seconds.
 LF0631
 LF0631.The orthometric height was determined by differential leveling
 LF0631.and adjusted by the National Geodetic Survey in June 1991..
 LF0631
 LF0631.The geoid height was determined by GEOID03.
 LF0631
 LF0631.The dynamic height is computed by dividing the NAVD 88
 LF0631.geopotential number by the normal gravity value computed on the
 LF0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0631.degrees latitude (g = 980.6199 gals.).
 LF0631
 LF0631.The modeled gravity was interpolated from observed gravity values.
 LF0631
 LF0631;                    North         East    Units  Estimated Accuracy
 LF0631;SPC NE       -    42,060.      881,660.      MT  (+/- 180 meters Scaled)
 LF0631
 LF0631                          SUPERSEDED SURVEY CONTROL
 LF0631
 LF0631  NGVD 29 (??/??/92)  314.216  (m)         1030.89   (f) ADJ UNCH    2 0
 LF0631
 LF0631.Superseded values are not recommended for survey control.
 LF0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0631.See file dsdata.txt to determine how the superseded data were derived.
 LF0631
 LF0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE852444(NAD 83)
 LF0631_MARKER: DB = BENCH MARK DISK
 LF0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0631_STAMPING: A 267 1947
 LF0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0631+STABILITY: SURFACE MOTION
 LF0631
 LF0631  HISTORY     - Date     Condition        Report By
 LF0631  HISTORY     - 1947     MONUMENTED       CGS
 LF0631  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 LF0631
 LF0631                          STATION DESCRIPTION
 LF0631
 LF0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0631'5.9 MI N FROM PRESTON.
 LF0631'5.9 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0631'AND QUINCY RAILROAD STATION AT PRESTON, 103.0 FEET SOUTH OF A
 LF0631'POINT IN LINE WITH THE CENTER OF A PRIVATE ROAD LEADING WEST,
 LF0631'43.0 FEET NORTH OF THE CENTER OF A PRIVATE ROAD LEADING EAST TO
 LF0631'A FARM HOUSE, 31.3 FEET NORTH OF A FENCE CORNER POST, 30.0 FEET
 LF0631'EAST OF THE CENTER OF THE MAIN ROAD, 3.7 FEET EAST OF THE EAST
 LF0631'RIGHT OF WAY FENCE, 2.0 FEET NORTH OF A REFERENCE POST, SET IN
 LF0631'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 LF0631'PROJECTING 0.2 FOOT.
 LF0631
 LF0631                          STATION RECOVERY (1982)
 LF0631
 LF0631'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LF0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0474 ***********************************************************************
 LF0474  DESIGNATION -  A 268
 LF0474  PID         -  LF0474
 LF0474  STATE/COUNTY-  NE/RICHARDSON
 LF0474  USGS QUAD   -  RULO (1965)
 LF0474
 LF0474                         *CURRENT SURVEY CONTROL
 LF0474  ___________________________________________________________________
 LF0474* NAD 83(1986)-  40 07 21.     (N)    095 26 40.     (W)     SCALED    
 LF0474* NAVD 88     -       298.022  (meters)     977.76   (feet)  ADJUSTED  
 LF0474  ___________________________________________________________________
 LF0474  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LF0474  DYNAMIC HT  -         297.858 (meters)     977.22  (feet)  COMP
 LF0474  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 LF0474
 LF0474  VERT ORDER  -  SECOND    CLASS 0
 LF0474
 LF0474.The horizontal coordinates were scaled from a topographic map and have
 LF0474.an estimated accuracy of +/- 6 seconds.
 LF0474
 LF0474.The orthometric height was determined by differential leveling
 LF0474.and adjusted by the National Geodetic Survey in June 1991..
 LF0474
 LF0474.The geoid height was determined by GEOID03.
 LF0474
 LF0474.The dynamic height is computed by dividing the NAVD 88
 LF0474.geopotential number by the normal gravity value computed on the
 LF0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0474.degrees latitude (g = 980.6199 gals.).
 LF0474
 LF0474.The modeled gravity was interpolated from observed gravity values.
 LF0474
 LF0474;                    North         East    Units  Estimated Accuracy
 LF0474;SPC NE       -    42,340.      888,120.      MT  (+/- 180 meters Scaled)
 LF0474
 LF0474                          SUPERSEDED SURVEY CONTROL
 LF0474
 LF0474  NGVD 29 (??/??/92)  297.956  (m)          977.54   (f) ADJ UNCH    2 0
 LF0474
 LF0474.Superseded values are not recommended for survey control.
 LF0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0474.See file dsdata.txt to determine how the superseded data were derived.
 LF0474
 LF0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE917442(NAD 83)
 LF0474_MARKER: DB = BENCH MARK DISK
 LF0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0474_STAMPING: A 268 1947
 LF0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0474+STABILITY: SURFACE MOTION
 LF0474
 LF0474  HISTORY     - Date     Condition        Report By
 LF0474  HISTORY     - 1947     MONUMENTED       CGS
 LF0474
 LF0474                          STATION DESCRIPTION
 LF0474
 LF0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0474'6.1 MI N FROM RULO.
 LF0474'1.1 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUNICY RAILROAD
 LF0474'FROM THE STATION AT RULO, THENCE 5.0 MILES NORTH ALONG A GRAVEL
 LF0474'AND DIRT ROAD, 82.0 FEET SOUTH OF A POWER LINE POLE WHICH IS AT A
 LF0474'POWER LINE JUNCTION, 38.0 FEET SOUTH OF THE CENTER OF A
 LF0474'PRIVATE ROAD LEADING EAST, 25.0 FEET EAST OF THE CENTER OF THE
 LF0474'MAIN NORTH-SOUTH ROAD, 2.0 FEET NORTH OF A REFERENCE POST, SET
 LF0474'IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING
 LF0474'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0972 ***********************************************************************
 LF0972  DESIGNATION -  A 269
 LF0972  PID         -  LF0972
 LF0972  STATE/COUNTY-  NE/NEMAHA
 LF0972  USGS QUAD   -  AUBURN (1966)
 LF0972
 LF0972                         *CURRENT SURVEY CONTROL
 LF0972  ___________________________________________________________________
 LF0972* NAD 83(1986)-  40 29 52.     (N)    095 46 41.     (W)     SCALED    
 LF0972* NAVD 88     -       279.590  (meters)     917.29   (feet)  ADJUSTED  
 LF0972  ___________________________________________________________________
 LF0972  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LF0972  DYNAMIC HT  -         279.442 (meters)     916.80  (feet)  COMP
 LF0972  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 LF0972
 LF0972  VERT ORDER  -  SECOND    CLASS 0
 LF0972
 LF0972.The horizontal coordinates were scaled from a topographic map and have
 LF0972.an estimated accuracy of +/- 6 seconds.
 LF0972
 LF0972.The orthometric height was determined by differential leveling
 LF0972.and adjusted by the National Geodetic Survey in June 1991..
 LF0972
 LF0972.The geoid height was determined by GEOID03.
 LF0972
 LF0972.The dynamic height is computed by dividing the NAVD 88
 LF0972.geopotential number by the normal gravity value computed on the
 LF0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0972.degrees latitude (g = 980.6199 gals.).
 LF0972
 LF0972.The modeled gravity was interpolated from observed gravity values.
 LF0972
 LF0972;                    North         East    Units  Estimated Accuracy
 LF0972;SPC NE       -    82,510.      857,690.      MT  (+/- 180 meters Scaled)
 LF0972
 LF0972                          SUPERSEDED SURVEY CONTROL
 LF0972
 LF0972  NGVD 29 (??/??/92)  279.497  (m)          916.98   (f) ADJ UNCH    2 0
 LF0972
 LF0972.Superseded values are not recommended for survey control.
 LF0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0972.See file dsdata.txt to determine how the superseded data were derived.
 LF0972
 LF0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE645867(NAD 83)
 LF0972_MARKER: DB = BENCH MARK DISK
 LF0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0972_STAMPING: A 269 1947
 LF0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0972+STABILITY: SURFACE MOTION
 LF0972
 LF0972  HISTORY     - Date     Condition        Report By
 LF0972  HISTORY     - 1947     MONUMENTED       CGS
 LF0972
 LF0972                          STATION DESCRIPTION
 LF0972
 LF0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0972'2.6 MI NW FROM PERU.
 LF0972'2.65 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE CHICAGO,
 LF0972'BURLINGTON AND QUINCY RAILROAD STATION AT PERU, 0.25 MILE EAST OF
 LF0972'THE JUNCTION OF A CROSS ROAD, 274.0 FEET WEST OF THE CENTER OF A
 LF0972'DIRT DAM ALONG THE WEST SIDE OF A SMALL STOCK WATERING RESERVOIR,
 LF0972'185.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN
 LF0972'BRIDGE OVER A SMALL CREEK, 96.0 FEET SOUTH OF THE CENTER OF THE
 LF0972'EAST-WEST ROAD, 54.0 FEET WEST OF THE WEST EDGE OF A SMALL DELTA
 LF0972'OF FLAT LAND WHICH HAS BEEN FORMED AT THE MOUTH OF A SMALL CREEK,
 LF0972'64.0 FEET SOUTHEAST OF A 1 1/2-FOOT DOUBLE TRUNK WALNUT TREE, 19.0
 LF0972'FEET NORTH NORTHWEST OF A LONE 1 X 2 X 3-FOOT GRAY GRANITE BOULDER,
 LF0972'1.5 FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 LF0972'4 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0088 ***********************************************************************
 LJ0088  DESIGNATION -  A 27
 LJ0088  PID         -  LJ0088
 LJ0088  STATE/COUNTY-  NE/FRONTIER
 LJ0088  USGS QUAD   -  QUICK (1970)
 LJ0088
 LJ0088                         *CURRENT SURVEY CONTROL
 LJ0088  ___________________________________________________________________
 LJ0088* NAD 83(1986)-  40 24 27.     (N)    100 38 50.     (W)     SCALED    
 LJ0088* NAVD 88     -       844.161  (meters)    2769.55   (feet)  ADJUSTED  
 LJ0088  ___________________________________________________________________
 LJ0088  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 LJ0088  DYNAMIC HT  -         843.612 (meters)    2767.75  (feet)  COMP
 LJ0088  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 LJ0088
 LJ0088  VERT ORDER  -  SECOND    CLASS 0
 LJ0088
 LJ0088.The horizontal coordinates were scaled from a topographic map and have
 LJ0088.an estimated accuracy of +/- 6 seconds.
 LJ0088
 LJ0088.The orthometric height was determined by differential leveling
 LJ0088.and adjusted by the National Geodetic Survey in June 1991..
 LJ0088
 LJ0088.The geoid height was determined by GEOID03.
 LJ0088
 LJ0088.The dynamic height is computed by dividing the NAVD 88
 LJ0088.geopotential number by the normal gravity value computed on the
 LJ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0088.degrees latitude (g = 980.6199 gals.).
 LJ0088
 LJ0088.The modeled gravity was interpolated from observed gravity values.
 LJ0088
 LJ0088;                    North         East    Units  Estimated Accuracy
 LJ0088;SPC NE       -    63,960.      445,070.      MT  (+/- 180 meters Scaled)
 LJ0088
 LJ0088                          SUPERSEDED SURVEY CONTROL
 LJ0088
 LJ0088  NGVD 29 (??/??/92)  843.828  (m)         2768.46   (f) ADJ UNCH    2 0
 LJ0088
 LJ0088.Superseded values are not recommended for survey control.
 LJ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0088.See file dsdata.txt to determine how the superseded data were derived.
 LJ0088
 LJ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK602742(NAD 83)
 LJ0088_MARKER: DB = BENCH MARK DISK
 LJ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0088_STAMPING: A-27 1934
 LJ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0088+STABILITY: SURFACE MOTION
 LJ0088
 LJ0088  HISTORY     - Date     Condition        Report By
 LJ0088  HISTORY     - 1934     MONUMENTED       CGS
 LJ0088  HISTORY     - 1957     SEE DESCRIPTION  NGS
 LJ0088
 LJ0088                          STATION DESCRIPTION
 LJ0088
 LJ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0088'15 MI N FROM MC COOK.
 LJ0088'15.0 MILES N OF AND ALONG U.S. HWY 183, 37 FT W OF CENTER
 LJ0088'OF HIGHWAY, 5 FT W OF R/W FENCE, 45 YARDS S OF T FENCE
 LJ0088'RUNNING E AND W.
 LJ0088
 LJ0088                          STATION RECOVERY (1957)
 LJ0088
 LJ0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LJ0088'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0089 ***********************************************************************
 LJ0089  DESIGNATION -  A 27 RESET
 LJ0089  PID         -  LJ0089
 LJ0089  STATE/COUNTY-  NE/FRONTIER
 LJ0089  USGS QUAD   -  QUICK (1970)
 LJ0089
 LJ0089                         *CURRENT SURVEY CONTROL
 LJ0089  ___________________________________________________________________
 LJ0089* NAD 83(1986)-  40 24 27.     (N)    100 38 50.     (W)     SCALED    
 LJ0089* NAVD 88     -       843.83   (meters)    2768.5    (feet)  RESET     
 LJ0089  ___________________________________________________________________
 LJ0089  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 LJ0089
 LJ0089  VERT ORDER  -  THIRD
 LJ0089
 LJ0089.The horizontal coordinates were scaled from a topographic map and have
 LJ0089.an estimated accuracy of +/- 6 seconds.
 LJ0089
 LJ0089.The orthometric height was computed from unverified reset data.
 LJ0089
 LJ0089.The geoid height was determined by GEOID03.
 LJ0089
 LJ0089;                    North         East    Units  Estimated Accuracy
 LJ0089;SPC NE       -    63,960.      445,070.      MT  (+/- 180 meters Scaled)
 LJ0089
 LJ0089                          SUPERSEDED SURVEY CONTROL
 LJ0089
 LJ0089  NGVD 29 (??/??/??)  843.49   (m)         2767.4    (f) RESET       3  
 LJ0089
 LJ0089.Superseded values are not recommended for survey control.
 LJ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0089.See file dsdata.txt to determine how the superseded data were derived.
 LJ0089
 LJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK602742(NAD 83)
 LJ0089_MARKER: DB = BENCH MARK DISK
 LJ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0089_STAMPING: A 27 RESET 1957
 LJ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0089+STABILITY: SURFACE MOTION
 LJ0089
 LJ0089  HISTORY     - Date     Condition        Report By
 LJ0089  HISTORY     - 1957     MONUMENTED       CGS
 LJ0089
 LJ0089                          STATION DESCRIPTION
 LJ0089
 LJ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LJ0089'14.2 MI N FROM MC COOK.
 LJ0089'IN FRONTIER COUNTY, ABOUT 14.2 MILES NORTH ALONG U.S. HIGHWAY 83
 LJ0089'FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34, AND 83 AT THE WEST
 LJ0089'EDGE OF MC COOK, 152 FEET SOUTH OF TELEPHONE POLE NO. 3, AND
 LJ0089'1 FOOT EAST OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LJ0089'IS STAMPED A 27 RESET 1957. NOTE-- THIS BENCH MARK WAS ESTABLISHED
 LJ0089'AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE STATE DEPARTMENT
 LJ0089'OF ROADS AND IRRIGATION IN 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0042 ***********************************************************************
 LH0042  DESIGNATION -  A 270
 LH0042  PID         -  LH0042
 LH0042  STATE/COUNTY-  NE/HALL
 LH0042  USGS QUAD   -  DONIPHAN (1993)
 LH0042
 LH0042                         *CURRENT SURVEY CONTROL
 LH0042  ___________________________________________________________________
 LH0042* NAD 83(1986)-  40 47 06.     (N)    098 22 07.     (W)     SCALED    
 LH0042* NAVD 88     -       585.809  (meters)    1921.94   (feet)  ADJUSTED  
 LH0042  ___________________________________________________________________
 LH0042  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 LH0042  DYNAMIC HT  -         585.494 (meters)    1920.91  (feet)  COMP
 LH0042  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 LH0042
 LH0042  VERT ORDER  -  FIRST     CLASS II
 LH0042
 LH0042.The horizontal coordinates were scaled from a topographic map and have
 LH0042.an estimated accuracy of +/- 6 seconds.
 LH0042
 LH0042.The orthometric height was determined by differential leveling
 LH0042.and adjusted by the National Geodetic Survey in May 1993..
 LH0042
 LH0042.The geoid height was determined by GEOID03.
 LH0042
 LH0042.The dynamic height is computed by dividing the NAVD 88
 LH0042.geopotential number by the normal gravity value computed on the
 LH0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0042.degrees latitude (g = 980.6199 gals.).
 LH0042
 LH0042.The modeled gravity was interpolated from observed gravity values.
 LH0042
 LH0042;                    North         East    Units  Estimated Accuracy
 LH0042;SPC NE       -   106,960.      637,660.      MT  (+/- 180 meters Scaled)
 LH0042
 LH0042                          SUPERSEDED SURVEY CONTROL
 LH0042
 LH0042  NAVD 88 (06/15/91)  585.795  (m)         1921.90   (f) UNKNOWN     1 2
 LH0042  NGVD 29 (02/14/92)  585.569  (m)         1921.15   (f) ADJUSTED    1 2
 LH0042
 LH0042.Superseded values are not recommended for survey control.
 LH0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0042.See file dsdata.txt to determine how the superseded data were derived.
 LH0042
 LH0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL532150(NAD 83)
 LH0042_MARKER: DB = BENCH MARK DISK
 LH0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0042_SP_SET: CONCRETE POST
 LH0042_STAMPING: A 270 1947
 LH0042_MARK LOGO: CGS   
 LH0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0042+STABILITY: SURFACE MOTION
 LH0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0042+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0042
 LH0042  HISTORY     - Date     Condition        Report By
 LH0042  HISTORY     - 1947     MONUMENTED       CGS
 LH0042  HISTORY     - 19910924 GOOD             NGS
 LH0042
 LH0042                          STATION DESCRIPTION
 LH0042
 LH0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0042'1 MI N FROM DONIPHAN.
 LH0042'1.0 MILE NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0042'AT DONIPHAN, AT A ROAD CROSSING, 127.2 FEET NORTHWEST OF THE
 LH0042'NORTHWEST CORNER OF RAILWAY BRIDGE 241.17, 84.5 FEET WEST OF
 LH0042'THE SEVENTH POLE NORTH OF MILEPOST 241, 66.0 FEET SOUTH OF THE
 LH0042'CENTER LINE OF AN EAST-WEST ROAD, 46.5 FEET WEST OF THE WEST
 LH0042'RAIL, 35.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 LH0042'26.2 FEET SOUTH OF A FENCE CORNER, 3.0 FEET NORTH OF A REFERENCE
 LH0042'POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 LH0042'POST AND PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.
 LH0042
 LH0042                          STATION RECOVERY (1991)
 LH0042
 LH0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0042'14.5 KM (9.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0042'OF U.S. HIGHWAY 30 IN GRAND ISLAND, THENCE 0.8 KM (0.50 MI) EASTERLY
 LH0042'ALONG A PAVED ROAD, 18.9 M (62.0 FT) SOUTH OF THE CENTERLINE OF THE
 LH0042'ROAD, 11.6 M (38.1 FT) EAST OF THE CENTERLINE OF A PAVED ROAD, 8.0 M
 LH0042'(26.2 FT) SOUTH OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 LH0042'THE ROADS, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 LH0042'MONUMENTS PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1415 ***********************************************************************
 NM1415  DESIGNATION -  A 271 RESET
 NM1415  PID         -  NM1415
 NM1415  STATE/COUNTY-  NE/KNOX
 NM1415  USGS QUAD   -  BON HOMME COLONY (1974)
 NM1415
 NM1415                         *CURRENT SURVEY CONTROL
 NM1415  ___________________________________________________________________
 NM1415* NAD 83(1986)-  42 47 45.     (N)    097 39 11.     (W)     SCALED    
 NM1415* NAVD 88     -       462.27   (meters)    1516.6    (feet)  RESET     
 NM1415  ___________________________________________________________________
 NM1415  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 NM1415
 NM1415  VERT ORDER  -  THIRD
 NM1415
 NM1415.The horizontal coordinates were scaled from a topographic map and have
 NM1415.an estimated accuracy of +/- 6 seconds.
 NM1415
 NM1415.The orthometric height was computed from unverified reset data.
 NM1415
 NM1415.The geoid height was determined by GEOID03.
 NM1415
 NM1415;                    North         East    Units  Estimated Accuracy
 NM1415;SPC NE       -   331,550.      691,960.      MT  (+/- 180 meters Scaled)
 NM1415
 NM1415                          SUPERSEDED SURVEY CONTROL
 NM1415
 NM1415.No superseded survey control is available for this station.
 NM1415
 NM1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN101390(NAD 83)
 NM1415_MARKER: DB = BENCH MARK DISK
 NM1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1415_STAMPING: A 271 1949 RESET 1966
 NM1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1415+STABILITY: SURFACE MOTION
 NM1415
 NM1415  HISTORY     - Date     Condition        Report By
 NM1415  HISTORY     - 1966     MONUMENTED       USGS
 NM1415
 NM1415                          STATION DESCRIPTION
 NM1415
 NM1415'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM1415'12.7 MI NW FROM CROFTON.
 NM1415'8 MI W ALONG STATE HWY 12 FROM JCT. OF STATE HWY 98 N. AT
 NM1415'CROFTON, THENCE 4.7 MI N ALONG A DIRT RD., THENCE 0.4 MI E ALONG
 NM1415'A DIRT RD., 330 FT. SW (ALONG CENTERLINE RD.), 52 FT. NW (NORMAL
 NM1415'TO RD.) OF NW COR OF RED CORN CRIB ON THE SAGE FARM, 25 FT N.,
 NM1415'4 FT. E OF FE. COR., 0.8 FT S OF METAL WITNESS SIGN, AND SET IN THE
 NM1415'TOP OF A CONCRETE POST, STANDARD DISK STAMPED A-271, 1949, RESET
 NM1415'1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1378 ***********************************************************************
 NM1378  DESIGNATION -  A 272
 NM1378  PID         -  NM1378
 NM1378  STATE/COUNTY-  NE/KNOX
 NM1378  USGS QUAD   -  SPRINGFIELD (1978)
 NM1378
 NM1378                         *CURRENT SURVEY CONTROL
 NM1378  ___________________________________________________________________
 NM1378* NAD 83(1986)-  42 46 01.     (N)    097 54 20.     (W)     SCALED    
 NM1378* NAVD 88     -       395.041  (meters)    1296.06   (feet)  ADJUSTED  
 NM1378  ___________________________________________________________________
 NM1378  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 NM1378  DYNAMIC HT  -         394.908 (meters)    1295.63  (feet)  COMP
 NM1378  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 NM1378
 NM1378  VERT ORDER  -  SECOND    CLASS 0
 NM1378
 NM1378.The horizontal coordinates were scaled from a topographic map and have
 NM1378.an estimated accuracy of +/- 6 seconds.
 NM1378
 NM1378.The orthometric height was determined by differential leveling
 NM1378.and adjusted by the National Geodetic Survey in June 1991..
 NM1378
 NM1378.The geoid height was determined by GEOID03.
 NM1378
 NM1378.The dynamic height is computed by dividing the NAVD 88
 NM1378.geopotential number by the normal gravity value computed on the
 NM1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1378.degrees latitude (g = 980.6199 gals.).
 NM1378
 NM1378.The modeled gravity was interpolated from observed gravity values.
 NM1378
 NM1378;                    North         East    Units  Estimated Accuracy
 NM1378;SPC NE       -   327,810.      671,390.      MT  (+/- 180 meters Scaled)
 NM1378
 NM1378                          SUPERSEDED SURVEY CONTROL
 NM1378
 NM1378  NGVD 29 (??/??/92)  394.821  (m)         1295.34   (f) ADJ UNCH    2 0
 NM1378
 NM1378.Superseded values are not recommended for survey control.
 NM1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1378.See file dsdata.txt to determine how the superseded data were derived.
 NM1378
 NM1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN895355(NAD 83)
 NM1378_MARKER: DB = BENCH MARK DISK
 NM1378_SETTING: 0 = UNSPECIFIED SETTING
 NM1378_STAMPING: A 272 1949
 NM1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1378
 NM1378  HISTORY     - Date     Condition        Report By
 NM1378  HISTORY     - 1949     MONUMENTED       CGS
 NM1378  HISTORY     - 1970     GOOD             NGS
 NM1378
 NM1378                          STATION DESCRIPTION
 NM1378
 NM1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NM1378'7 MI SW FROM SANTEE.
 NM1378'ABOUT 6.95 MILES SOUTHWEST ALONG A SURFACED ROAD FROM THE
 NM1378'COMMUNITY HALL AT SANTEE, 65 FEET SOUTH OF THE CENTER OF THE
 NM1378'NEW ROAD, 34 FEET NORTH OF THE CENTER OF THE OLD ROAD, AND
 NM1378'1 FOOT EAST OF A METAL WITNESS POST.  NOTE-- THE OLD SCHOOL
 NM1378'MENTIONED IN THE ORIGINAL DESCRIPTION NO LONGER REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0092 ***********************************************************************
 NN0092  DESIGNATION -  A 273
 NN0092  PID         -  NN0092
 NN0092  STATE/COUNTY-  NE/BOYD
 NN0092  USGS QUAD   -  MARTY (1974)
 NN0092
 NN0092                         *CURRENT SURVEY CONTROL
 NN0092  ___________________________________________________________________
 NN0092* NAD 83(1986)-  42 54 52.     (N)    098 24 26.     (W)     SCALED    
 NN0092* NAVD 88     -       377.352  (meters)    1238.03   (feet)  ADJUSTED  
 NN0092  ___________________________________________________________________
 NN0092  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 NN0092  DYNAMIC HT  -         377.223 (meters)    1237.61  (feet)  COMP
 NN0092  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 NN0092
 NN0092  VERT ORDER  -  SECOND    CLASS 0
 NN0092
 NN0092.The horizontal coordinates were scaled from a topographic map and have
 NN0092.an estimated accuracy of +/- 6 seconds.
 NN0092
 NN0092.The orthometric height was determined by differential leveling
 NN0092.and adjusted by the National Geodetic Survey in June 1991..
 NN0092
 NN0092.The geoid height was determined by GEOID03.
 NN0092
 NN0092.The dynamic height is computed by dividing the NAVD 88
 NN0092.geopotential number by the normal gravity value computed on the
 NN0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0092.degrees latitude (g = 980.6199 gals.).
 NN0092
 NN0092.The modeled gravity was interpolated from observed gravity values.
 NN0092
 NN0092;                    North         East    Units  Estimated Accuracy
 NN0092;SPC NE       -   343,320.      630,040.      MT  (+/- 180 meters Scaled)
 NN0092
 NN0092                          SUPERSEDED SURVEY CONTROL
 NN0092
 NN0092  NGVD 29 (??/??/92)  377.082  (m)         1237.14   (f) ADJ UNCH    2 0
 NN0092
 NN0092.Superseded values are not recommended for survey control.
 NN0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0092.See file dsdata.txt to determine how the superseded data were derived.
 NN0092
 NN0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN483514(NAD 83)
 NN0092_MARKER: DB = BENCH MARK DISK
 NN0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0092_STAMPING: A 273 1949
 NN0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0092+STABILITY: SURFACE MOTION
 NN0092
 NN0092  HISTORY     - Date     Condition        Report By
 NN0092  HISTORY     - 1949     MONUMENTED       CGS
 NN0092  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 NN0092
 NN0092                          STATION DESCRIPTION
 NN0092
 NN0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0092'10 MI NW FROM MONOWI.
 NN0092'2.0 MILES WEST ALONG STATE HIGHWAY NO. 12 FROM THE CHICAGO AND
 NN0092'NORTHWESTERN RAILROAD STATION AT MONOWI, THENCE 3.7 MILES NORTH
 NN0092'ALONG A DIRT ROAD, THENCE 2.8 MILES NORTHWEST ALONG A DIRT ROAD,
 NN0092'THENCE 1.5 MILES NORTH ALONG A DIRT ROAD, AT A T-JUNCTION OF
 NN0092'DIRT ROADS, 94.0 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 NN0092'SOUTH, 20.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 NN0092'0.3 MILE EAST OF A SCHOOL BUILDING ON THE NORTH SIDE OF THE ROAD,
 NN0092'7.0 FEET NORTHWEST OF THE MOST WESTERLY ONE OF TWO 30-INCH
 NN0092'COTTONWOOD TREES, 1.3 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 NN0092'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- THIS
 NN0092'BENCH MARK IS LOCATED 1.0 MILE EAST OF BENCH MARK B 273.
 NN0092
 NN0092                          STATION RECOVERY (1973)
 NN0092
 NN0092'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 NN0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0313 ***********************************************************************
 NN0313  DESIGNATION -  A 274
 NN0313  PID         -  NN0313
 NN0313  STATE/COUNTY-  NE/BOYD
 NN0313  USGS QUAD   -  GROSS (1964)
 NN0313
 NN0313                         *CURRENT SURVEY CONTROL
 NN0313  ___________________________________________________________________
 NN0313* NAD 83(1986)-  42 57 58.     (N)    098 34 28.     (W)     SCALED    
 NN0313* NAVD 88     -       545.765  (meters)    1790.56   (feet)  ADJUSTED  
 NN0313  ___________________________________________________________________
 NN0313  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 NN0313  DYNAMIC HT  -         545.573 (meters)    1789.93  (feet)  COMP
 NN0313  MODELED GRAV-     980,250.9   (mgal)                       NAVD 88
 NN0313
 NN0313  VERT ORDER  -  SECOND    CLASS 0
 NN0313
 NN0313.The horizontal coordinates were scaled from a topographic map and have
 NN0313.an estimated accuracy of +/- 6 seconds.
 NN0313
 NN0313.The orthometric height was determined by differential leveling
 NN0313.and adjusted by the National Geodetic Survey in June 1991..
 NN0313
 NN0313.The geoid height was determined by GEOID03.
 NN0313
 NN0313.The dynamic height is computed by dividing the NAVD 88
 NN0313.geopotential number by the normal gravity value computed on the
 NN0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0313.degrees latitude (g = 980.6199 gals.).
 NN0313
 NN0313.The modeled gravity was interpolated from observed gravity values.
 NN0313
 NN0313;                    North         East    Units  Estimated Accuracy
 NN0313;SPC NE       -   348,820.      616,300.      MT  (+/- 180 meters Scaled)
 NN0313
 NN0313                          SUPERSEDED SURVEY CONTROL
 NN0313
 NN0313  NGVD 29 (??/??/92)  545.476  (m)         1789.62   (f) ADJ UNCH    2 0
 NN0313
 NN0313.Superseded values are not recommended for survey control.
 NN0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0313.See file dsdata.txt to determine how the superseded data were derived.
 NN0313
 NN0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN347571(NAD 83)
 NN0313_MARKER: DB = BENCH MARK DISK
 NN0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0313_STAMPING: A 274 1949
 NN0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0313+STABILITY: SURFACE MOTION
 NN0313
 NN0313  HISTORY     - Date     Condition        Report By
 NN0313  HISTORY     - 1949     MONUMENTED       CGS
 NN0313
 NN0313                          STATION DESCRIPTION
 NN0313
 NN0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0313'8.9 MI NE FROM BRISTOW.
 NN0313'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0313'THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.7 MILE NORTH ALONG
 NN0313'A DIRT ROAD, ABOUT 0.2 MILE NORTHEAST OF A FARMHOUSE ON THE WEST
 NN0313'SIDE OF THE ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 NN0313'LEADING WEST AND NORTH, 67.0 FEET SOUTHEAST OF THE CENTER LINE OF
 NN0313'THE ROAD, 53.0 FEET EAST OF TELEPHONE POLE NO. 450, 9.0 FEET
 NN0313'NORTHEAST OF THE CENTER LINE OF A GATE, 6.3 FEET NORTH OF A CORNER
 NN0313'FENCE POST, 0.8 FOOT WEST OF A NORTH-SOUTH FENCE, 1.3 FEET NORTH
 NN0313'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL
 NN0313'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1057 ***********************************************************************
 NM1057  DESIGNATION -  A 275
 NM1057  PID         -  NM1057
 NM1057  STATE/COUNTY-  NE/CEDAR
 NM1057  USGS QUAD   -  ST HELENA (1994)
 NM1057
 NM1057                         *CURRENT SURVEY CONTROL
 NM1057  ___________________________________________________________________
 NM1057* NAD 83(1986)-  42 45 37.     (N)    097 09 13.     (W)     SCALED    
 NM1057* NAVD 88     -       383.776  (meters)    1259.11   (feet)  ADJUSTED  
 NM1057  ___________________________________________________________________
 NM1057  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 NM1057  DYNAMIC HT  -         383.662 (meters)    1258.73  (feet)  COMP
 NM1057  MODELED GRAV-     980,312.1   (mgal)                       NAVD 88
 NM1057
 NM1057  VERT ORDER  -  SECOND    CLASS 0
 NM1057
 NM1057.The horizontal coordinates were scaled from a topographic map and have
 NM1057.an estimated accuracy of +/- 6 seconds.
 NM1057
 NM1057.The orthometric height was determined by differential leveling
 NM1057.and adjusted by the National Geodetic Survey in June 1991..
 NM1057
 NM1057.The geoid height was determined by GEOID03.
 NM1057
 NM1057.The dynamic height is computed by dividing the NAVD 88
 NM1057.geopotential number by the normal gravity value computed on the
 NM1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1057.degrees latitude (g = 980.6199 gals.).
 NM1057
 NM1057.The modeled gravity was interpolated from observed gravity values.
 NM1057
 NM1057;                    North         East    Units  Estimated Accuracy
 NM1057;SPC NE       -   328,830.      732,930.      MT  (+/- 180 meters Scaled)
 NM1057
 NM1057                          SUPERSEDED SURVEY CONTROL
 NM1057
 NM1057  NGVD 29 (??/??/92)  383.572  (m)         1258.44   (f) ADJ UNCH    2 0
 NM1057
 NM1057.Superseded values are not recommended for survey control.
 NM1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1057.See file dsdata.txt to determine how the superseded data were derived.
 NM1057
 NM1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN510358(NAD 83)
 NM1057_MARKER: DB = BENCH MARK DISK
 NM1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1057_STAMPING: A 275 1949
 NM1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1057+STABILITY: SURFACE MOTION
 NM1057
 NM1057  HISTORY     - Date     Condition        Report By
 NM1057  HISTORY     - 1949     MONUMENTED       CGS
 NM1057
 NM1057                          STATION DESCRIPTION
 NM1057
 NM1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1057'2.4 MI SE FROM WYNOT.
 NM1057'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1057'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1057'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1057'A GRADED DIRT ROAD, AT THE FARM HOME OF MATHIES WEINANET, IN LINE
 NM1057'WITH THE CENTER LINE OF A ROAD LEADING SOUTH, 240 FEET NORTH OF
 NM1057'THE CENTER LINE OF A ROAD LEADING WEST, 94.8 FEET SOUTH OF THE
 NM1057'SOUTHWEST CORNER OF THE HOUSE, 69.0 FEET SOUTHWEST OF THE CENTER
 NM1057'OF A FRAME GATE, 58.0 FEET SOUTH OF THE YARD FENCE, AND SET IN THE
 NM1057'TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NM1057'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0870 ***********************************************************************
 NM0870  DESIGNATION -  A 276
 NM0870  PID         -  NM0870
 NM0870  STATE/COUNTY-  NE/DIXON
 NM0870  USGS QUAD   -  PONCA (1994)
 NM0870
 NM0870                         *CURRENT SURVEY CONTROL
 NM0870  ___________________________________________________________________
 NM0870* NAD 83(1986)-  42 35 43.     (N)    096 43 24.     (W)     SCALED    
 NM0870* NAVD 88     -       401.861  (meters)    1318.44   (feet)  ADJUSTED  
 NM0870  ___________________________________________________________________
 NM0870  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 NM0870  DYNAMIC HT  -         401.738 (meters)    1318.04  (feet)  COMP
 NM0870  MODELED GRAV-     980,301.7   (mgal)                       NAVD 88
 NM0870
 NM0870  VERT ORDER  -  SECOND    CLASS 0
 NM0870
 NM0870.The horizontal coordinates were scaled from a topographic map and have
 NM0870.an estimated accuracy of +/- 6 seconds.
 NM0870
 NM0870.The orthometric height was determined by differential leveling
 NM0870.and adjusted by the National Geodetic Survey in June 1991..
 NM0870
 NM0870.The geoid height was determined by GEOID03.
 NM0870
 NM0870.The dynamic height is computed by dividing the NAVD 88
 NM0870.geopotential number by the normal gravity value computed on the
 NM0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0870.degrees latitude (g = 980.6199 gals.).
 NM0870
 NM0870.The modeled gravity was interpolated from observed gravity values.
 NM0870
 NM0870;                    North         East    Units  Estimated Accuracy
 NM0870;SPC NE       -   311,760.      768,820.      MT  (+/- 180 meters Scaled)
 NM0870
 NM0870                          SUPERSEDED SURVEY CONTROL
 NM0870
 NM0870  NGVD 29 (??/??/92)  401.685  (m)         1317.86   (f) ADJ UNCH    2 0
 NM0870
 NM0870.Superseded values are not recommended for survey control.
 NM0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0870.See file dsdata.txt to determine how the superseded data were derived.
 NM0870
 NM0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN867183(NAD 83)
 NM0870_MARKER: DB = BENCH MARK DISK
 NM0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0870_STAMPING: A 276 1949
 NM0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0870+STABILITY: SURFACE MOTION
 NM0870
 NM0870  HISTORY     - Date     Condition        Report By
 NM0870  HISTORY     - 1949     MONUMENTED       CGS
 NM0870
 NM0870                          STATION DESCRIPTION
 NM0870
 NM0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0870'2.7 MI NW FROM PONCA.
 NM0870'1.9 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE NORTHEAST CORNER
 NM0870'OF THE CITY PARK AT PONCA, THENCE 0.3 MILE WEST ALONG A GRAVELED
 NM0870'ROAD, THENCE 0.5 MILE NORTHWEST ALONG A GRAVELED ROAD, AT THE FARM
 NM0870'HOME OF STANLEY FIELDS, 84 FEET SOUTH OF THE CENTER LINE OF THE
 NM0870'ROAD, 77.0 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 2.0
 NM0870'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE POULTRY HOUSE, AND
 NM0870'SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.2 FOOT
 NM0870'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0093 ***********************************************************************
 NN0093  DESIGNATION -  A 277
 NN0093  PID         -  NN0093
 NN0093  STATE/COUNTY-  NE/KNOX
 NN0093  USGS QUAD   -  VERDEL (1950)
 NN0093
 NN0093                         *CURRENT SURVEY CONTROL
 NN0093  ___________________________________________________________________
 NN0093* NAD 83(1986)-  42 48 48.     (N)    098 13 56.     (W)     SCALED    
 NN0093* NAVD 88     -       393.882  (meters)    1292.26   (feet)  ADJUSTED  
 NN0093  ___________________________________________________________________
 NN0093  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 NN0093  DYNAMIC HT  -         393.746 (meters)    1291.82  (feet)  COMP
 NN0093  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 NN0093
 NN0093  VERT ORDER  -  SECOND    CLASS 0
 NN0093
 NN0093.The horizontal coordinates were scaled from a topographic map and have
 NN0093.an estimated accuracy of +/- 6 seconds.
 NN0093
 NN0093.The orthometric height was determined by differential leveling
 NN0093.and adjusted by the National Geodetic Survey in June 1991..
 NN0093
 NN0093.The geoid height was determined by GEOID03.
 NN0093
 NN0093.The dynamic height is computed by dividing the NAVD 88
 NN0093.geopotential number by the normal gravity value computed on the
 NN0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0093.degrees latitude (g = 980.6199 gals.).
 NN0093
 NN0093.The modeled gravity was interpolated from observed gravity values.
 NN0093
 NN0093;                    North         East    Units  Estimated Accuracy
 NN0093;SPC NE       -   332,360.      644,560.      MT  (+/- 180 meters Scaled)
 NN0093
 NN0093                          SUPERSEDED SURVEY CONTROL
 NN0093
 NN0093  NGVD 29 (??/??/92)  393.642  (m)         1291.47   (f) ADJ UNCH    2 0
 NN0093
 NN0093.Superseded values are not recommended for survey control.
 NN0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0093.See file dsdata.txt to determine how the superseded data were derived.
 NN0093
 NN0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN627403(NAD 83)
 NN0093_MARKER: DB = BENCH MARK DISK
 NN0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0093_STAMPING: A 277 1949
 NN0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0093+STABILITY: SURFACE MOTION
 NN0093
 NN0093  HISTORY     - Date     Condition        Report By
 NN0093  HISTORY     - 1949     MONUMENTED       CGS
 NN0093
 NN0093                          STATION DESCRIPTION
 NN0093
 NN0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0093'2 MI W FROM VERDEL.
 NN0093'2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0093'THE STATION AT VERDEL, BETWEEN THE TRACK AND STATE HIGHWAY NO. 12,
 NN0093'AT A T-JUNCTION OF THE HIGHWAY AND A ROAD LEADING NORTH, 34 FEET
 NN0093'EAST OF A POINT ON THE PROJECTED CENTER LINE OF THE ROAD LEADING
 NN0093'NORTH, 29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 NN0093'NORTHEAST OF A POWER LINE POLE, 1.2 FEET NORTH OF A FENCE, 1.4
 NN0093'FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NN0093'AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0489 ***********************************************************************
 NM0489  DESIGNATION -  A 278
 NM0489  PID         -  NM0489
 NM0489  STATE/COUNTY-  NE/THURSTON
 NM0489  USGS QUAD   -  SALIX (1976)
 NM0489
 NM0489                         *CURRENT SURVEY CONTROL
 NM0489  ___________________________________________________________________
 NM0489* NAD 83(1986)-  42 15 10.     (N)    096 21 56.     (W)     SCALED    
 NM0489* NAVD 88     -       337.434  (meters)    1107.06   (feet)  ADJUSTED  
 NM0489  ___________________________________________________________________
 NM0489  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 NM0489  DYNAMIC HT  -         337.322 (meters)    1106.70  (feet)  COMP
 NM0489  MODELED GRAV-     980,281.3   (mgal)                       NAVD 88
 NM0489
 NM0489  VERT ORDER  -  SECOND    CLASS 0
 NM0489
 NM0489.The horizontal coordinates were scaled from a topographic map and have
 NM0489.an estimated accuracy of +/- 6 seconds.
 NM0489
 NM0489.The orthometric height was determined by differential leveling
 NM0489.and adjusted by the National Geodetic Survey in June 1991..
 NM0489
 NM0489.The geoid height was determined by GEOID03.
 NM0489
 NM0489.The dynamic height is computed by dividing the NAVD 88
 NM0489.geopotential number by the normal gravity value computed on the
 NM0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0489.degrees latitude (g = 980.6199 gals.).
 NM0489
 NM0489.The modeled gravity was interpolated from observed gravity values.
 NM0489
 NM0489;                    North         East    Units  Estimated Accuracy
 NM0489;SPC NE       -   274,930.      799,760.      MT  (+/- 180 meters Scaled)
 NM0489
 NM0489                          SUPERSEDED SURVEY CONTROL
 NM0489
 NM0489  NGVD 29 (??/??/92)  337.282  (m)         1106.57   (f) ADJ UNCH    2 0
 NM0489
 NM0489.Superseded values are not recommended for survey control.
 NM0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0489.See file dsdata.txt to determine how the superseded data were derived.
 NM0489
 NM0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM173812(NAD 83)
 NM0489_MARKER: DB = BENCH MARK DISK
 NM0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0489_STAMPING: A 278 1949
 NM0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0489+STABILITY: SURFACE MOTION
 NM0489
 NM0489  HISTORY     - Date     Condition        Report By
 NM0489  HISTORY     - 1949     MONUMENTED       CGS
 NM0489
 NM0489                          STATION DESCRIPTION
 NM0489
 NM0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0489'6.4 MI NE FROM WINNEBAGO.
 NM0489'0.1 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE HOSPITAL AT
 NM0489'WINNEBAGO, THENCE 3.6 MILES EAST ALONG A GRADED DIRT ROAD,
 NM0489'THENCE 2.7 MILES NORTHEAST ALONG A GRADED DIRT ROAD, AT THE FARM
 NM0489'HOME OF BEN POINTER, 107 FEET NORTH OF THE CENTER LINE OF THE
 NM0489'ROAD, 64.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE,
 NM0489'21 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 7.5 FEET
 NM0489'NORTHEAST OF A 24-INCH BOXELDER TREE, 6.5 FEET SOUTH OF A 16-INCH
 NM0489'BOXELDER TREE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM0489'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0143 ***********************************************************************
 LJ0143  DESIGNATION -  A 28
 LJ0143  PID         -  LJ0143
 LJ0143  STATE/COUNTY-  NE/FRONTIER
 LJ0143  USGS QUAD   -  CURTIS (1956)
 LJ0143
 LJ0143                         *CURRENT SURVEY CONTROL
 LJ0143  ___________________________________________________________________
 LJ0143* NAD 83(1986)-  40 40 57.     (N)    100 36 59.     (W)     SCALED    
 LJ0143* NAVD 88     -       856.141  (meters)    2808.86   (feet)  ADJUSTED  
 LJ0143  ___________________________________________________________________
 LJ0143  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 LJ0143  DYNAMIC HT  -         855.602 (meters)    2807.09  (feet)  COMP
 LJ0143  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 LJ0143
 LJ0143  VERT ORDER  -  SECOND    CLASS 0
 LJ0143
 LJ0143.The horizontal coordinates were scaled from a topographic map and have
 LJ0143.an estimated accuracy of +/- 6 seconds.
 LJ0143
 LJ0143.The orthometric height was determined by differential leveling
 LJ0143.and adjusted by the National Geodetic Survey in June 1991..
 LJ0143
 LJ0143.The geoid height was determined by GEOID03.
 LJ0143
 LJ0143.The dynamic height is computed by dividing the NAVD 88
 LJ0143.geopotential number by the normal gravity value computed on the
 LJ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0143.degrees latitude (g = 980.6199 gals.).
 LJ0143
 LJ0143.The modeled gravity was interpolated from observed gravity values.
 LJ0143
 LJ0143;                    North         East    Units  Estimated Accuracy
 LJ0143;SPC NE       -    94,470.      447,910.      MT  (+/- 180 meters Scaled)
 LJ0143
 LJ0143                          SUPERSEDED SURVEY CONTROL
 LJ0143
 LJ0143  NGVD 29 (??/??/92)  855.784  (m)         2807.68   (f) ADJ UNCH    2 0
 LJ0143
 LJ0143.Superseded values are not recommended for survey control.
 LJ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0143.See file dsdata.txt to determine how the superseded data were derived.
 LJ0143
 LJ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL634047(NAD 83)
 LJ0143_MARKER: DB = BENCH MARK DISK
 LJ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0143_STAMPING: A 28 1934
 LJ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0143+STABILITY: SURFACE MOTION
 LJ0143
 LJ0143  HISTORY     - Date     Condition        Report By
 LJ0143  HISTORY     - 1934     MONUMENTED       CGS
 LJ0143
 LJ0143                          STATION DESCRIPTION
 LJ0143
 LJ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0143'2.1 MI N FROM MAYWOOD.
 LJ0143'2.1 MILES NORTH ALONG U.S. HIGHWAY 83 FROM MAYWOOD, FRONTIER
 LJ0143'COUNTY, 0.2 MILE NORTH OF A DEEP CUT ON THE SOUTH SLOPE OF A
 LJ0143'HILL, AT THE SOUTH END OF A SMALL FILL, 34 FEET WEST OF THE
 LJ0143'CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF THE RIGHT-OF-WAY
 LJ0143'FENCE.  A STANDARD DISK, STAMPED A 28 1934 AND SET IN THE TOP
 LJ0143'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0301 ***********************************************************************
 NN0301  DESIGNATION -  A 280
 NN0301  PID         -  NN0301
 NN0301  STATE/COUNTY-  NE/BOYD
 NN0301  USGS QUAD   -  BRISTOW (1951)
 NN0301
 NN0301                         *CURRENT SURVEY CONTROL
 NN0301  ___________________________________________________________________
 NN0301* NAD 83(1986)-  42 49 50.     (N)    098 31 03.     (W)     SCALED    
 NN0301* NAVD 88     -       437.299  (meters)    1434.71   (feet)  POSTED    
 NN0301  ___________________________________________________________________
 NN0301  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 NN0301  DYNAMIC HT  -         437.140 (meters)    1434.18  (feet)  COMP
 NN0301  MODELED GRAV-     980,240.7   (mgal)                       NAVD 88
 NN0301
 NN0301  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NN0301
 NN0301.The horizontal coordinates were scaled from a topographic map and have
 NN0301.an estimated accuracy of +/- 6 seconds.
 NN0301
 NN0301.The orthometric height was determined by differential leveling
 NN0301.and adjusted by the National Geodetic Survey in 1992..
 NN0301.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NN0301.rate of 3.1 thru 4.0 mm/km.
 NN0301
 NN0301.The geoid height was determined by GEOID03.
 NN0301
 NN0301.The dynamic height is computed by dividing the NAVD 88
 NN0301.geopotential number by the normal gravity value computed on the
 NN0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0301.degrees latitude (g = 980.6199 gals.).
 NN0301
 NN0301.The modeled gravity was interpolated from observed gravity values.
 NN0301
 NN0301;                    North         East    Units  Estimated Accuracy
 NN0301;SPC NE       -   333,840.      621,200.      MT  (+/- 180 meters Scaled)
 NN0301
 NN0301                          SUPERSEDED SURVEY CONTROL
 NN0301
 NN0301  NGVD 29 (??/??/92)  437.021  (m)         1433.79   (f) ADJ UNCH    2 0
 NN0301
 NN0301.Superseded values are not recommended for survey control.
 NN0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0301.See file dsdata.txt to determine how the superseded data were derived.
 NN0301
 NN0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN394421(NAD 83)
 NN0301_MARKER: DB = BENCH MARK DISK
 NN0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0301_SP_SET: CULVERT
 NN0301_STAMPING: A 280 1949
 NN0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0301
 NN0301  HISTORY     - Date     Condition        Report By
 NN0301  HISTORY     - 1949     MONUMENTED       CGS
 NN0301
 NN0301                          STATION DESCRIPTION
 NN0301
 NN0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0301'2.4 MI W FROM LYNCH.
 NN0301'2.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0301'FROM THE STATION AT LYNCH, BOYD COUNTY, 78 FEET SOUTH OF THE
 NN0301'WEST END OF RAILROAD TRESTLE F 210, AT A 20-FOOT BOX CULVERT
 NN0301'UNDER STATE HIGHWAY 12, IN THE TOP OF THE NORTHWEST ABUTMENT,
 NN0301'2 FEET EAST OF THE WEST END OF THE ABUTMENT, AND ABOUT 2 FEET
 NN0301'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 280 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0336 ***********************************************************************
 ML0336  DESIGNATION -  A 281
 ML0336  PID         -  ML0336
 ML0336  STATE/COUNTY-  NE/HOWARD
 ML0336  USGS QUAD   -  BOELUS (1978)
 ML0336
 ML0336                         *CURRENT SURVEY CONTROL
 ML0336  ___________________________________________________________________
 ML0336* NAD 83(1986)-  41 02 48.     (N)    098 43 45.     (W)     SCALED    
 ML0336* NAVD 88     -       586.970  (meters)    1925.75   (feet)  ADJUSTED  
 ML0336  ___________________________________________________________________
 ML0336  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 ML0336  DYNAMIC HT  -         586.667 (meters)    1924.76  (feet)  COMP
 ML0336  MODELED GRAV-     980,088.4   (mgal)                       NAVD 88
 ML0336
 ML0336  VERT ORDER  -  FIRST     CLASS II
 ML0336
 ML0336.The horizontal coordinates were scaled from a topographic map and have
 ML0336.an estimated accuracy of +/- 6 seconds.
 ML0336
 ML0336.The orthometric height was determined by differential leveling
 ML0336.and adjusted by the National Geodetic Survey in June 1991..
 ML0336
 ML0336.The geoid height was determined by GEOID03.
 ML0336
 ML0336.The dynamic height is computed by dividing the NAVD 88
 ML0336.geopotential number by the normal gravity value computed on the
 ML0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0336.degrees latitude (g = 980.6199 gals.).
 ML0336
 ML0336.The modeled gravity was interpolated from observed gravity values.
 ML0336
 ML0336;                    North         East    Units  Estimated Accuracy
 ML0336;SPC NE       -   135,500.      606,810.      MT  (+/- 180 meters Scaled)
 ML0336
 ML0336                          SUPERSEDED SURVEY CONTROL
 ML0336
 ML0336  NGVD 29 (??/??/92)  586.732  (m)         1924.97   (f) ADJ UNCH    1 2
 ML0336
 ML0336.Superseded values are not recommended for survey control.
 ML0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0336.See file dsdata.txt to determine how the superseded data were derived.
 ML0336
 ML0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL227439(NAD 83)
 ML0336_MARKER: DB = BENCH MARK DISK
 ML0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0336_STAMPING: A 281 1949
 ML0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0336+STABILITY: SURFACE MOTION
 ML0336
 ML0336  HISTORY     - Date     Condition        Report By
 ML0336  HISTORY     - 1949     MONUMENTED       CGS
 ML0336
 ML0336                          STATION DESCRIPTION
 ML0336
 ML0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0336'2.6 MI SW FROM BOELUS.
 ML0336'0.85 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 ML0336'BOELUS, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE
 ML0336'SOUTH ALONG A GRAVEL ROAD, ON THE OUTSIDE OF A CURVE IN THE MAIN
 ML0336'ROAD WITH TANGENTS LEADING WEST AND NORTH, IN THE NORTHEAST
 ML0336'QUARTER OF A ROAD CROSSING, IN THE SOUTHWEST CORNER OF SECTION 32,
 ML0336'T. 13 N., R. 12 W., ABOUT 400 FEET SOUTHWEST OF A CONCRETE BLOCK
 ML0336'BARN, 131 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 41
 ML0336'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 34 FEET EAST
 ML0336'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 4.3 FEET NORTH OF A
 ML0336'CORNER FENCE POST, 1.3 FEET WEST OF A FENCE, 1.3 FEET NORTH OF A
 ML0336'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0336'5 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 ML0336'MARK IS LOCATED 0.4 MILE NORTH AND 0.6 MILE EAST OF BENCH MARK B 284.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0467 ***********************************************************************
 ML0467  DESIGNATION -  A 282 RESET
 ML0467  PID         -  ML0467
 ML0467  STATE/COUNTY-  NE/HOWARD
 ML0467  USGS QUAD   -  BOELUS (1978)
 ML0467
 ML0467                         *CURRENT SURVEY CONTROL
 ML0467  ___________________________________________________________________
 ML0467* NAD 83(1986)-  41 04 32.     (N)    098 38 00.     (W)     SCALED    
 ML0467* NAVD 88     -       584.23   (meters)    1916.8    (feet)  RESET     
 ML0467  ___________________________________________________________________
 ML0467  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 ML0467
 ML0467  VERT ORDER  -  THIRD
 ML0467
 ML0467.The horizontal coordinates were scaled from a topographic map and have
 ML0467.an estimated accuracy of +/- 6 seconds.
 ML0467
 ML0467.The orthometric height was computed from unverified reset data.
 ML0467
 ML0467.The geoid height was determined by GEOID03.
 ML0467
 ML0467;                    North         East    Units  Estimated Accuracy
 ML0467;SPC NE       -   138,830.      614,810.      MT  (+/- 180 meters Scaled)
 ML0467
 ML0467                          SUPERSEDED SURVEY CONTROL
 ML0467
 ML0467  NGVD 29 (??/??/??)  584.00   (m)         1916.0    (f) RESET       3  
 ML0467
 ML0467.Superseded values are not recommended for survey control.
 ML0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0467.See file dsdata.txt to determine how the superseded data were derived.
 ML0467
 ML0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL308472(NAD 83)
 ML0467_MARKER: DB = BENCH MARK DISK
 ML0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0467_STAMPING: A 282 RESET 1962
 ML0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0467+STABILITY: SURFACE MOTION
 ML0467
 ML0467  HISTORY     - Date     Condition        Report By
 ML0467  HISTORY     - 1962     MONUMENTED       NEDR
 ML0467  HISTORY     - 1985     GOOD             NEDR
 ML0467
 ML0467                          STATION DESCRIPTION
 ML0467
 ML0467'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 ML0467'4.3 MI E FROM BOELUS.
 ML0467'4.3 MILES EAST ALONG STATE HIGHWAY 58 FROM THE UNION PACIFIC
 ML0467'RAILROAD STATION AT BOELUS, AT THE NORTHWEST CORNER OF SECTION
 ML0467'30, T. 13 N., R. 11 W., AT A T-JUNCTION OF THE HIGHWAY AND A
 ML0467'SIDE ROAD LEADING NORTH, 60 FEET SOUTH OF THE CENTERLINE OF THE
 ML0467'HIGHWAY, 3 FEET EAST OF A TELEPHONE POLE, AND SET IN THE TOP
 ML0467'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0467
 ML0467                          STATION RECOVERY (1985)
 ML0467
 ML0467'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0426 ***********************************************************************
 ML0426  DESIGNATION -  A 283
 ML0426  PID         -  ML0426
 ML0426  STATE/COUNTY-  NE/HOWARD
 ML0426  USGS QUAD   -  DANNEBROG (1974)
 ML0426
 ML0426                         *CURRENT SURVEY CONTROL
 ML0426  ___________________________________________________________________
 ML0426* NAD 83(1986)-  41 07 12.     (N)    098 35 43.     (W)     SCALED    
 ML0426* NAVD 88     -       586.451  (meters)    1924.05   (feet)  ADJUSTED  
 ML0426  ___________________________________________________________________
 ML0426  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 ML0426  DYNAMIC HT  -         586.154 (meters)    1923.07  (feet)  COMP
 ML0426  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 ML0426
 ML0426  VERT ORDER  -  SECOND    CLASS 0
 ML0426
 ML0426.The horizontal coordinates were scaled from a topographic map and have
 ML0426.an estimated accuracy of +/- 6 seconds.
 ML0426
 ML0426.The orthometric height was determined by differential leveling
 ML0426.and adjusted by the National Geodetic Survey in June 1991..
 ML0426
 ML0426.The geoid height was determined by GEOID03.
 ML0426
 ML0426.The dynamic height is computed by dividing the NAVD 88
 ML0426.geopotential number by the normal gravity value computed on the
 ML0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0426.degrees latitude (g = 980.6199 gals.).
 ML0426
 ML0426.The modeled gravity was interpolated from observed gravity values.
 ML0426
 ML0426;                    North         East    Units  Estimated Accuracy
 ML0426;SPC NE       -   143,810.      617,930.      MT  (+/- 180 meters Scaled)
 ML0426
 ML0426                          SUPERSEDED SURVEY CONTROL
 ML0426
 ML0426  NGVD 29 (??/??/92)  586.210  (m)         1923.26   (f) ADJ UNCH    2 0
 ML0426
 ML0426.Superseded values are not recommended for survey control.
 ML0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0426.See file dsdata.txt to determine how the superseded data were derived.
 ML0426
 ML0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL339521(NAD 83)
 ML0426_MARKER: DB = BENCH MARK DISK
 ML0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0426_STAMPING: A 283 1949
 ML0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0426+STABILITY: SURFACE MOTION
 ML0426
 ML0426  HISTORY     - Date     Condition        Report By
 ML0426  HISTORY     - 1949     MONUMENTED       CGS
 ML0426
 ML0426                          STATION DESCRIPTION
 ML0426
 ML0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0426'2.1 MI SE FROM NYSTED.
 ML0426'1.3 MILES SOUTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0426'AT NYSTED, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY NO. 60
 ML0426'AND STATE HIGWAY NO. 58, 65 FEET NORTHEAST OF THE CENTER LINE
 ML0426'OF THE NORTH END OF A CONCRETE CULVERT, AT THE SOUTHWEST
 ML0426'CORNER OF SECTION 4, T. 13 N., R. 11 W., IN THE NORTHEAST
 ML0426'QUARTER OF A PUBLIC ROAD CROSSING, 50 FEET NORTH OF THE CENTER
 ML0426'LINE OF THE HIGHWAY, 32 FEET EAST OF THE CENTER LINE OF THE
 ML0426'NORTH-SOUTH ROAD, 17 FEET NORTH OF A CORNER FENCE POST, 0.9
 ML0426'FOOT WEST OF A FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, SET
 ML0426'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0426'0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED
 ML0426'1.0 MILE WEST OF BENCH MARK Z 282.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0184 ***********************************************************************
 LH0184  DESIGNATION -  A 284
 LH0184  PID         -  LH0184
 LH0184  STATE/COUNTY-  NE/HALL
 LH0184  USGS QUAD   -  ABBOTT (1993)
 LH0184
 LH0184                         *CURRENT SURVEY CONTROL
 LH0184  ___________________________________________________________________
 LH0184* NAD 83(1986)-  40 59 22.     (N)    098 27 15.     (W)     SCALED    
 LH0184* NAVD 88     -       576.348  (meters)    1890.90   (feet)  ADJUSTED  
 LH0184  ___________________________________________________________________
 LH0184  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 LH0184  DYNAMIC HT  -         576.049 (meters)    1889.92  (feet)  COMP
 LH0184  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 LH0184
 LH0184  VERT ORDER  -  SECOND    CLASS 0
 LH0184
 LH0184.The horizontal coordinates were scaled from a topographic map and have
 LH0184.an estimated accuracy of +/- 6 seconds.
 LH0184
 LH0184.The orthometric height was determined by differential leveling
 LH0184.and adjusted by the National Geodetic Survey in June 1991..
 LH0184
 LH0184.The geoid height was determined by GEOID03.
 LH0184
 LH0184.The dynamic height is computed by dividing the NAVD 88
 LH0184.geopotential number by the normal gravity value computed on the
 LH0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0184.degrees latitude (g = 980.6199 gals.).
 LH0184
 LH0184.The modeled gravity was interpolated from observed gravity values.
 LH0184
 LH0184;                    North         East    Units  Estimated Accuracy
 LH0184;SPC NE       -   129,520.      630,030.      MT  (+/- 180 meters Scaled)
 LH0184
 LH0184                          SUPERSEDED SURVEY CONTROL
 LH0184
 LH0184  NGVD 29 (??/??/92)  576.106  (m)         1890.11   (f) ADJ UNCH    2 0
 LH0184
 LH0184.Superseded values are not recommended for survey control.
 LH0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0184.See file dsdata.txt to determine how the superseded data were derived.
 LH0184
 LH0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL459377(NAD 83)
 LH0184_MARKER: DB = BENCH MARK DISK
 LH0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0184_STAMPING: H 284 1949
 LH0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0184+STABILITY: SURFACE MOTION
 LH0184
 LH0184  HISTORY     - Date     Condition        Report By
 LH0184  HISTORY     - 1949     MONUMENTED       CGS
 LH0184
 LH0184                          STATION DESCRIPTION
 LH0184
 LH0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0184'1.4 MI N FROM OVINA.
 LH0184'1.4 MILES NORTH ALONG A COUNTY ROAD FROM THE OVINA STATION SIGN
 LH0184'AT OVINA, AT THE SOUTHWEST CORNER OF SECTION 21, T. 12 N.,
 LH0184'R. 10 W., 0.5 MILE NORTH OF A STEEL BRIDGE OVER PRAIRIE CREEK,
 LH0184'226 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 194
 LH0184'FEET EAST OF A CORNER FENCE POST, 27 FEET NORTH OF THE CENTER
 LH0184'LINE OF A SECTION LINE ROAD LEADING EAST, ON THE TOP OF A SMALL
 LH0184'RISE, 1.6 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A REFERENCE
 LH0184'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0184'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1518 ***********************************************************************
 LH1518  DESIGNATION -  A 285 RESET
 LH1518  PID         -  LH1518
 LH1518  STATE/COUNTY-  NE/HALL
 LH1518  USGS QUAD   -  ABBOTT (1993)
 LH1518
 LH1518                         *CURRENT SURVEY CONTROL
 LH1518  ___________________________________________________________________
 LH1518* NAD 83(1986)-  40 58 03.     (N)    098 28 27.     (W)     SCALED    
 LH1518* NAVD 88     -       576.95   (meters)    1892.9    (feet)  RESET     
 LH1518  ___________________________________________________________________
 LH1518  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 LH1518
 LH1518  VERT ORDER  -  THIRD
 LH1518
 LH1518.The horizontal coordinates were scaled from a topographic map and have
 LH1518.an estimated accuracy of +/- 6 seconds.
 LH1518
 LH1518.The orthometric height was computed from unverified reset data.
 LH1518.No vertical observational check was made to the station.
 LH1518
 LH1518.The geoid height was determined by GEOID03.
 LH1518
 LH1518;                    North         East    Units  Estimated Accuracy
 LH1518;SPC NE       -   127,060.      628,390.      MT  (+/- 180 meters Scaled)
 LH1518
 LH1518                          SUPERSEDED SURVEY CONTROL
 LH1518
 LH1518  NGVD 29 (08/02/06)  576.71   (m)         1892.1    (f) RESET       3  
 LH1518
 LH1518.Superseded values are not recommended for survey control.
 LH1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1518.See file dsdata.txt to determine how the superseded data were derived.
 LH1518
 LH1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL442352(NAD 83)
 LH1518_MARKER: DV = VERTICAL CONTROL DISK
 LH1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1518_SP_SET: CONCRETE POST
 LH1518_STAMPING: A 285 RESET 1983
 LH1518_MARK LOGO: NGS   
 LH1518_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1518+STABILITY: SURFACE MOTION
 LH1518
 LH1518  HISTORY     - Date     Condition        Report By
 LH1518  HISTORY     - 1983     MONUMENTED       NGS
 LH1518
 LH1518                          STATION DESCRIPTION
 LH1518
 LH1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1518'8.29 KM (5.15 MI) WEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION WITH
 LH1518'US HIGHWAY 281 IN THE NORTHWEST PART OF GRAND ISLAND, AT A GRAVELED
 LH1518'CROSSROAD, 83.52 M (274.02 FT) SOUTH OF THE CENTERLINE OF THE
 LH1518'HIGHWAY, 9.90 M (32.48 FT) WEST OF THE CENTERLINE OF THE GRAVELED
 LH1518'ROAD, 1.07 M (3.51 FT) NORTH OF POWERLINE POLE, 0.46 M (1.51 FT)
 LH1518'SOUTH OF A WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LH1518'THAT IS FLUSH WITH THE GROUND SURFACE AND ABOUT 0.6 M (2.0 FT) LOWER
 LH1518'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0101 ***********************************************************************
 LH0101  DESIGNATION -  A 286
 LH0101  PID         -  LH0101
 LH0101  STATE/COUNTY-  NE/HALL
 LH0101  USGS QUAD   -  ALDA (1993)
 LH0101
 LH0101                         *CURRENT SURVEY CONTROL
 LH0101  ___________________________________________________________________
 LH0101* NAD 83(1986)-  40 46 16.     (N)    098 23 17.     (W)     SCALED    
 LH0101* NAVD 88     -       595.891  (meters)    1955.02   (feet)  ADJUSTED  
 LH0101  ___________________________________________________________________
 LH0101  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 LH0101  DYNAMIC HT  -         595.570 (meters)    1953.97  (feet)  COMP
 LH0101  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 LH0101
 LH0101  VERT ORDER  -  SECOND    CLASS 0
 LH0101
 LH0101.The horizontal coordinates were scaled from a topographic map and have
 LH0101.an estimated accuracy of +/- 6 seconds.
 LH0101
 LH0101.The orthometric height was determined by differential leveling
 LH0101.and adjusted by the National Geodetic Survey in June 1991..
 LH0101
 LH0101.The geoid height was determined by GEOID03.
 LH0101
 LH0101.The dynamic height is computed by dividing the NAVD 88
 LH0101.geopotential number by the normal gravity value computed on the
 LH0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0101.degrees latitude (g = 980.6199 gals.).
 LH0101
 LH0101.The modeled gravity was interpolated from observed gravity values.
 LH0101
 LH0101;                    North         East    Units  Estimated Accuracy
 LH0101;SPC NE       -   105,390.      636,050.      MT  (+/- 180 meters Scaled)
 LH0101
 LH0101                          SUPERSEDED SURVEY CONTROL
 LH0101
 LH0101  NGVD 29 (??/??/92)  595.652  (m)         1954.23   (f) ADJ UNCH    2 0
 LH0101
 LH0101.Superseded values are not recommended for survey control.
 LH0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0101.See file dsdata.txt to determine how the superseded data were derived.
 LH0101
 LH0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL516135(NAD 83)
 LH0101_MARKER: DB = BENCH MARK DISK
 LH0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0101_STAMPING: A 286 1949
 LH0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0101+STABILITY: SURFACE MOTION
 LH0101
 LH0101  HISTORY     - Date     Condition        Report By
 LH0101  HISTORY     - 1949     MONUMENTED       CGS
 LH0101
 LH0101                          STATION DESCRIPTION
 LH0101
 LH0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0101'1 MI W FROM DONIPHAN.
 LH0101'0.35 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE UNION PACIFIC
 LH0101'RAILROAD STATION AT DONIPHAN, THENCE 0.7 MILE WEST ALONG A
 LH0101'GRAVELED ROAD, AT THE FARM HOME OF J.E. PANKAV, 174 FEET NORTH
 LH0101'OF THE CENTER LINE OF AN EAST-WEST ROAD, 58.0 FEET NORTHEAST OF
 LH0101'THE NORTHEAST CORNER OF THE HOUSE, 21.0 FEET EAST OF THE SOUTHWEST
 LH0101'CORNER OF THE GARAGE, 1.8 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 LH0101'OF A GRANARY, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 LH0101'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0444 ***********************************************************************
 LH0444  DESIGNATION -  A 288
 LH0444  PID         -  LH0444
 LH0444  STATE/COUNTY-  NE/HALL
 LH0444  USGS QUAD   -  DENMAN (1993)
 LH0444
 LH0444                         *CURRENT SURVEY CONTROL
 LH0444  ___________________________________________________________________
 LH0444* NAD 83(1986)-  40 42 14.     (N)    098 41 33.     (W)     SCALED    
 LH0444* NAVD 88     -       611.073  (meters)    2004.83   (feet)  ADJUSTED  
 LH0444  ___________________________________________________________________
 LH0444  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 LH0444  DYNAMIC HT  -         610.734 (meters)    2003.72  (feet)  COMP
 LH0444  MODELED GRAV-     980,049.8   (mgal)                       NAVD 88
 LH0444
 LH0444  VERT ORDER  -  SECOND    CLASS 0
 LH0444
 LH0444.The horizontal coordinates were scaled from a topographic map and have
 LH0444.an estimated accuracy of +/- 6 seconds.
 LH0444
 LH0444.The orthometric height was determined by differential leveling
 LH0444.and adjusted by the National Geodetic Survey in June 1991..
 LH0444
 LH0444.The geoid height was determined by GEOID03.
 LH0444
 LH0444.The dynamic height is computed by dividing the NAVD 88
 LH0444.geopotential number by the normal gravity value computed on the
 LH0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0444.degrees latitude (g = 980.6199 gals.).
 LH0444
 LH0444.The modeled gravity was interpolated from observed gravity values.
 LH0444
 LH0444;                    North         East    Units  Estimated Accuracy
 LH0444;SPC NE       -    97,490.      610,470.      MT  (+/- 180 meters Scaled)
 LH0444
 LH0444                          SUPERSEDED SURVEY CONTROL
 LH0444
 LH0444  NGVD 29 (??/??/92)  610.820  (m)         2004.00   (f) ADJ UNCH    2 0
 LH0444
 LH0444.Superseded values are not recommended for survey control.
 LH0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0444.See file dsdata.txt to determine how the superseded data were derived.
 LH0444
 LH0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL259059(NAD 83)
 LH0444_MARKER: DB = BENCH MARK DISK
 LH0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0444_STAMPING: A 288 1949
 LH0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0444+STABILITY: SURFACE MOTION
 LH0444
 LH0444  HISTORY     - Date     Condition        Report By
 LH0444  HISTORY     - 1949     MONUMENTED       CGS
 LH0444
 LH0444                          STATION DESCRIPTION
 LH0444
 LH0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0444'1.7 MI E FROM DENMAN.
 LH0444'1.7 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE ELEMENTARY
 LH0444'SCHOOL AT DENMAN, AT THE NORTHWEST CORNER OF A HAY FIELD AND THE
 LH0444'NORTHEAST CORNER OF A PASTURE, 49 FEET SOUTH OF THE CENTER LINE
 LH0444'OF THE ROAD, 14.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 0.6
 LH0444'FOOT EAST OF A NORTH-SOUTH FENCE, 1.6 FEET NORTH OF A REFERENCE
 LH0444'POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 LH0444'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9079 ***********************************************************************
 DG9079  DESIGNATION -  A 289 RESET
 DG9079  PID         -  DG9079
 DG9079  STATE/COUNTY-  NE/KEARNEY
 DG9079  USGS QUAD   -  GIBBON SOUTH (1993)
 DG9079
 DG9079                         *CURRENT SURVEY CONTROL
 DG9079  ___________________________________________________________________
 DG9079* NAD 83(1986)-  40 38 53.     (N)    098 51 57.     (W)     SCALED    
 DG9079* NAVD 88     -       630.42   (meters)    2068.3    (feet)  RESET     
 DG9079  ___________________________________________________________________
 DG9079  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 DG9079
 DG9079  VERT ORDER  -  THIRD
 DG9079
 DG9079.The horizontal coordinates were scaled from a topographic map and have
 DG9079.an estimated accuracy of +/- 6 seconds.
 DG9079
 DG9079.The orthometric height was computed from unverified reset data.
 DG9079.No vertical observational check was made to the station.
 DG9079
 DG9079.The geoid height was determined by GEOID03.
 DG9079
 DG9079;                    North         East    Units  Estimated Accuracy
 DG9079;SPC NE       -    91,090.      595,900.      MT  (+/- 180 meters Scaled)
 DG9079
 DG9079                          SUPERSEDED SURVEY CONTROL
 DG9079
 DG9079.No superseded survey control is available for this station.
 DG9079
 DG9079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK113996(NAD 83)
 DG9079_MARKER: DV = VERTICAL CONTROL DISK
 DG9079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9079_STAMPING: A 289 RESET 2004
 DG9079_MARK LOGO: NGS   
 DG9079_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9079+STABILITY: SURFACE MOTION
 DG9079
 DG9079  HISTORY     - Date     Condition        Report By
 DG9079  HISTORY     - 2004     MONUMENTED       NEDR
 DG9079
 DG9079                          STATION DESCRIPTION
 DG9079
 DG9079'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004
 DG9079'FROM THE INTERSECTION OF HIGHWAY 10 AND STATE SPUR 50A, GO EAST ON
 DG9079'COUNTY ROAD V 2.0 MILES (3.2 KM) TO COUNTY ROAD 34, TURN LEFT (NORTH
 DG9079'AND GO 0.50 MILES (0.80 KM) TO A T INTERSECTION.  TURN RIGHT (EAST)
 DG9079'AND GO 2.50 MILES (4.02 KM) TO BENCHMARK.  16.5 FEET (5.0 M) WEST OF
 DG9079'CENTERLINE OF FIELD DRIVE (NORTH) , 11.2 FEET (3.4 M) NORTH OF
 DG9079'RAILROAD SPIKE TOP RR TIE POST, 9.01 FEET (2.75 M) NORTH BOTTOM ORANGE
 DG9079'WITNESS POST, 78.00 FEET (23.77 M) SOUTH OF NAIL IN POWER POLE WITH 3
 DG9079'TRANSFORMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0285 ***********************************************************************
 NO0285  DESIGNATION -  A 29
 NO0285  PID         -  NO0285
 NO0285  STATE/COUNTY-  NE/CHERRY
 NO0285  USGS QUAD   -  WILD MARE LAKE SW (1990)
 NO0285
 NO0285                         *CURRENT SURVEY CONTROL
 NO0285  ___________________________________________________________________
 NO0285* NAD 83(1986)-  42 30 29.     (N)    101 42 13.     (W)     SCALED    
 NO0285* NAVD 88     -      1074.758  (meters)    3526.10   (feet)  ADJUSTED  
 NO0285  ___________________________________________________________________
 NO0285  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 NO0285  DYNAMIC HT  -        1074.228 (meters)    3524.36  (feet)  COMP
 NO0285  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 NO0285
 NO0285  VERT ORDER  -  SECOND    CLASS 0
 NO0285
 NO0285.The horizontal coordinates were scaled from a topographic map and have
 NO0285.an estimated accuracy of +/- 6 seconds.
 NO0285
 NO0285.The orthometric height was determined by differential leveling
 NO0285.and adjusted by the National Geodetic Survey in June 1991..
 NO0285
 NO0285.The geoid height was determined by GEOID03.
 NO0285
 NO0285.The dynamic height is computed by dividing the NAVD 88
 NO0285.geopotential number by the normal gravity value computed on the
 NO0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0285.degrees latitude (g = 980.6199 gals.).
 NO0285
 NO0285.The modeled gravity was interpolated from observed gravity values.
 NO0285
 NO0285;                    North         East    Units  Estimated Accuracy
 NO0285;SPC NE       -   298,360.      360,020.      MT  (+/- 180 meters Scaled)
 NO0285
 NO0285                          SUPERSEDED SURVEY CONTROL
 NO0285
 NO0285  NGVD 29 (??/??/92) 1074.315  (m)         3524.65   (f) ADJ UNCH    2 0
 NO0285
 NO0285.Superseded values are not recommended for survey control.
 NO0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0285.See file dsdata.txt to determine how the superseded data were derived.
 NO0285
 NO0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN778097(NAD 83)
 NO0285_MARKER: DB = BENCH MARK DISK
 NO0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0285_STAMPING: A 29 1934
 NO0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0285+STABILITY: SURFACE MOTION
 NO0285
 NO0285  HISTORY     - Date     Condition        Report By
 NO0285  HISTORY     - 1934     MONUMENTED       CGS
 NO0285  HISTORY     - 1948     GOOD             NGS
 NO0285  HISTORY     - 19880701 MARK NOT FOUND   USGS
 NO0285
 NO0285                          STATION DESCRIPTION
 NO0285
 NO0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0285'34.6 MI S FROM MERRIMAN.
 NO0285'34.6 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0285'COUNTY, AT THE FIRST NORTH-AND-SOUTH FENCE CROSSING A VALLEY,
 NO0285'EAST OF THE NORTH MINOR RANCH HOUSE, AT A JOG IN THE FENCE
 NO0285'RUNNING ALONG THE NORTH EDGE OF A VALLEY PASTURE, AND IN A
 NO0285'FENCE CORNER.  A STANDARD DISK, STAMPED A 29 1934 AND SET IN THE
 NO0285'TOP OF A CONCRETE POST.  29.4 MILES (AIR LINE) SOUTH OF MERRIMAN,
 NO0285'1.2 MILES NORTH OF KNUDSEN RANCH HOUSE, NEAR CENTER SECS. 7,
 NO0285'T. 29 N., R. 37 W., 0.6 MILES EAST-NORTHEAST OF WINDMILL, 0.6
 NO0285'MILES EAST-SOUTHEAST OF UNOCCUPIED RANCH BUILDINGS, 508 FEET
 NO0285'NORTHWEST OF TRAIL CROSSING CLIFFORD CREEK, NEAR EAST END OF
 NO0285'VALLEY.
 NO0285
 NO0285                          STATION RECOVERY (1988)
 NO0285
 NO0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0385 ***********************************************************************
 ML0385  DESIGNATION -  A 290 RESET
 ML0385  PID         -  ML0385
 ML0385  STATE/COUNTY-  NE/SHERMAN
 ML0385  USGS QUAD   -  ROCKVILLE (1978)
 ML0385
 ML0385                         *CURRENT SURVEY CONTROL
 ML0385  ___________________________________________________________________
 ML0385* NAD 83(1986)-  41 06 18.     (N)    098 52 06.     (W)     SCALED    
 ML0385* NAVD 88     -       638.36   (meters)    2094.4    (feet)  RESET     
 ML0385  ___________________________________________________________________
 ML0385  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ML0385
 ML0385  VERT ORDER  -  THIRD
 ML0385
 ML0385.The horizontal coordinates were scaled from a topographic map and have
 ML0385.an estimated accuracy of +/- 6 seconds.
 ML0385
 ML0385.The orthometric height was computed from unverified reset data.
 ML0385
 ML0385.The geoid height was determined by GEOID03.
 ML0385
 ML0385;                    North         East    Units  Estimated Accuracy
 ML0385;SPC NE       -   141,810.      595,030.      MT  (+/- 180 meters Scaled)
 ML0385
 ML0385                          SUPERSEDED SURVEY CONTROL
 ML0385
 ML0385.No superseded survey control is available for this station.
 ML0385
 ML0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL110504(NAD 83)
 ML0385_MARKER: DB = BENCH MARK DISK
 ML0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0385_STAMPING: A 290 RESET 1972
 ML0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0385+STABILITY: SURFACE MOTION
 ML0385
 ML0385  HISTORY     - Date     Condition        Report By
 ML0385  HISTORY     - 1972     MONUMENTED       NEDR
 ML0385
 ML0385                          STATION DESCRIPTION
 ML0385
 ML0385'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1972
 ML0385'2.6 MI SW FROM ROCKVILLE.
 ML0385'2.6 MILES SOUTHWEST ALONG NEW STATE HIGHWAY 68 FROM THE POST
 ML0385'OFFICE AT ROCKVILLE, 87.1 FEET SOUTH OF THE CENTER LINE OF THE
 ML0385'HIGHWAY, 0.5 FOOT NORTH OF THE EAST-WEST FENCE LINE, OPPOSITE
 ML0385'A 24 INCH ROADWAY CULVERT AND SET IN THE TOP OF A CONCRETE POST
 ML0385'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0392 ***********************************************************************
 ML0392  DESIGNATION -  A 291
 ML0392  PID         -  ML0392
 ML0392  STATE/COUNTY-  NE/BUFFALO
 ML0392  USGS QUAD   -  RAVENNA (1953)
 ML0392
 ML0392                         *CURRENT SURVEY CONTROL
 ML0392  ___________________________________________________________________
 ML0392* NAD 83(1986)-  41 02 49.     (N)    098 55 11.     (W)     SCALED    
 ML0392* NAVD 88     -       630.167  (meters)    2067.47   (feet)  ADJUSTED  
 ML0392  ___________________________________________________________________
 ML0392  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ML0392  DYNAMIC HT  -         629.833 (meters)    2066.38  (feet)  COMP
 ML0392  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 ML0392
 ML0392  VERT ORDER  -  SECOND    CLASS 0
 ML0392
 ML0392.The horizontal coordinates were scaled from a topographic map and have
 ML0392.an estimated accuracy of +/- 6 seconds.
 ML0392
 ML0392.The orthometric height was determined by differential leveling
 ML0392.and adjusted by the National Geodetic Survey in June 1991..
 ML0392
 ML0392.The geoid height was determined by GEOID03.
 ML0392
 ML0392.The dynamic height is computed by dividing the NAVD 88
 ML0392.geopotential number by the normal gravity value computed on the
 ML0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0392.degrees latitude (g = 980.6199 gals.).
 ML0392
 ML0392.The modeled gravity was interpolated from observed gravity values.
 ML0392
 ML0392;                    North         East    Units  Estimated Accuracy
 ML0392;SPC NE       -   135,310.      590,790.      MT  (+/- 180 meters Scaled)
 ML0392
 ML0392                          SUPERSEDED SURVEY CONTROL
 ML0392
 ML0392  NGVD 29 (??/??/92)  629.926  (m)         2066.68   (f) ADJ UNCH    2 0
 ML0392
 ML0392.Superseded values are not recommended for survey control.
 ML0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0392.See file dsdata.txt to determine how the superseded data were derived.
 ML0392
 ML0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL067439(NAD 83)
 ML0392_MARKER: DB = BENCH MARK DISK
 ML0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0392_STAMPING: A 291 1949
 ML0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0392+STABILITY: SURFACE MOTION
 ML0392
 ML0392  HISTORY     - Date     Condition        Report By
 ML0392  HISTORY     - 1949     MONUMENTED       CGS
 ML0392  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0392
 ML0392                          STATION DESCRIPTION
 ML0392
 ML0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0392'1.8 MI N FROM RAVENNA.
 ML0392'1.4 MILES NORTH ALONG STATE HIGHWAY NO. 68 FROM THE POST OFFICE
 ML0392'AT RAVENNA, THENCE 0.4 MILE WEST ALONG STATE HIGHWAY NO. 45,
 ML0392'0.4 MILE WEST OF THE NORTHEAST CORNER OF SECTION 5, T. 12 N.,
 ML0392'R. 14 W., AT A T-JUNCTION OF ROADS, 76 FEET SOUTHEAST OF A
 ML0392'CONCRETE GUARD POST AT THE WEST END OF A CONCRETE CULVERT
 ML0392'UNDER THE SIDE ROAD LEADING NORTH, 31 FEET SOUTH OF THE CENTER
 ML0392'LINE OF THE HIGHWAY, 27 FEET EAST OF A POINT ON THE PROJECTED
 ML0392'CENTER LINE OF THE SIDE ROAD, 3 FEET SOUTHEAST OF A TELEPHONE
 ML0392'POLE, 0.9 FOOT NORTH OF A FENCE, 1.5 FEET WEST OF A REFERENCE
 ML0392'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 ML0392'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0392
 ML0392                          STATION RECOVERY (1995)
 ML0392
 ML0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0392'MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0417 ***********************************************************************
 LH0417  DESIGNATION -  A 292
 LH0417  PID         -  LH0417
 LH0417  STATE/COUNTY-  NE/BUFFALO
 LH0417  USGS QUAD   -  CAMERON (1962)
 LH0417
 LH0417                         *CURRENT SURVEY CONTROL
 LH0417  ___________________________________________________________________
 LH0417* NAD 83(1986)-  40 54 09.     (N)    098 44 26.     (W)     SCALED    
 LH0417* NAVD 88     -       628.560  (meters)    2062.20   (feet)  ADJUSTED  
 LH0417  ___________________________________________________________________
 LH0417  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 LH0417  DYNAMIC HT  -         628.215 (meters)    2061.07  (feet)  COMP
 LH0417  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 LH0417
 LH0417  VERT ORDER  -  FIRST     CLASS II
 LH0417
 LH0417.The horizontal coordinates were scaled from a topographic map and have
 LH0417.an estimated accuracy of +/- 6 seconds.
 LH0417
 LH0417.The orthometric height was determined by differential leveling
 LH0417.and adjusted by the National Geodetic Survey in June 1991..
 LH0417
 LH0417.The geoid height was determined by GEOID03.
 LH0417
 LH0417.The dynamic height is computed by dividing the NAVD 88
 LH0417.geopotential number by the normal gravity value computed on the
 LH0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0417.degrees latitude (g = 980.6199 gals.).
 LH0417
 LH0417.The modeled gravity was interpolated from observed gravity values.
 LH0417
 LH0417;                    North         East    Units  Estimated Accuracy
 LH0417;SPC NE       -   119,480.      606,090.      MT  (+/- 180 meters Scaled)
 LH0417
 LH0417                          SUPERSEDED SURVEY CONTROL
 LH0417
 LH0417  NGVD 29 (??/??/92)  628.304  (m)         2061.36   (f) ADJ UNCH    1 2
 LH0417
 LH0417.Superseded values are not recommended for survey control.
 LH0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0417.See file dsdata.txt to determine how the superseded data were derived.
 LH0417
 LH0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218279(NAD 83)
 LH0417_MARKER: DB = BENCH MARK DISK
 LH0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0417_STAMPING: A 292 1949
 LH0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0417+STABILITY: SURFACE MOTION
 LH0417
 LH0417  HISTORY     - Date     Condition        Report By
 LH0417  HISTORY     - 1949     MONUMENTED       CGS
 LH0417
 LH0417                          STATION DESCRIPTION
 LH0417
 LH0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0417'8.5 MI N FROM SHELTON.
 LH0417'8.5 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 LH0417'SHELTON, AT THE NORTHWEST CORNER OF SECTION 25, T. 11 N., R. 13 W.,
 LH0417'AT A T-JUNCTION OF ROADS, 85 FEET EAST OF THE CENTER LINE OF THE
 LH0417'NORTH-SOUTH ROAD, 98 FEET NORTHEAST OF THE NORTHEAST CORNER
 LH0417'OF A WOODEN BRIDGE, 24 FEET NORTH OF THE CENTER LINE OF A SIDE
 LH0417'ROAD LEADING EAST, ON THE EAST SLOPE OF A HILL, 1.4 FEET NORTH
 LH0417'OF A FENCE, 1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 LH0417'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0417'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE SOUTH
 LH0417'OF BENCH MARK B 292.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0636 ***********************************************************************
 LH0636  DESIGNATION -  A 293
 LH0636  PID         -  LH0636
 LH0636  STATE/COUNTY-  NE/BUFFALO
 LH0636  USGS QUAD   -  RIVERDALE (1962)
 LH0636
 LH0636                         *CURRENT SURVEY CONTROL
 LH0636  ___________________________________________________________________
 LH0636* NAD 83(1986)-  40 47 44.     (N)    099 11 23.     (W)     SCALED    
 LH0636* NAVD 88     -       668.522  (meters)    2193.31   (feet)  ADJUSTED  
 LH0636  ___________________________________________________________________
 LH0636  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 LH0636  DYNAMIC HT  -         668.144 (meters)    2192.07  (feet)  COMP
 LH0636  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 LH0636
 LH0636  VERT ORDER  -  SECOND    CLASS 0
 LH0636
 LH0636.The horizontal coordinates were scaled from a topographic map and have
 LH0636.an estimated accuracy of +/- 6 seconds.
 LH0636
 LH0636.The orthometric height was determined by differential leveling
 LH0636.and adjusted by the National Geodetic Survey in June 1991..
 LH0636
 LH0636.The geoid height was determined by GEOID03.
 LH0636
 LH0636.The dynamic height is computed by dividing the NAVD 88
 LH0636.geopotential number by the normal gravity value computed on the
 LH0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0636.degrees latitude (g = 980.6199 gals.).
 LH0636
 LH0636.The modeled gravity was interpolated from observed gravity values.
 LH0636
 LH0636;                    North         East    Units  Estimated Accuracy
 LH0636;SPC NE       -   107,150.      568,360.      MT  (+/- 180 meters Scaled)
 LH0636
 LH0636                          SUPERSEDED SURVEY CONTROL
 LH0636
 LH0636  NGVD 29 (??/??/92)  668.272  (m)         2192.49   (f) ADJ UNCH    2 0
 LH0636
 LH0636.Superseded values are not recommended for survey control.
 LH0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0636.See file dsdata.txt to determine how the superseded data were derived.
 LH0636
 LH0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML839160(NAD 83)
 LH0636_MARKER: DB = BENCH MARK DISK
 LH0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0636_STAMPING: A 293 1949
 LH0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0636+STABILITY: SURFACE MOTION
 LH0636
 LH0636  HISTORY     - Date     Condition        Report By
 LH0636  HISTORY     - 1949     MONUMENTED       CGS
 LH0636  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0636
 LH0636                          STATION DESCRIPTION
 LH0636
 LH0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0636'1.6 MI NW FROM RIVERDALE.
 LH0636'1.6 MILES NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0636'PACIFIC RAILROAD STATION AT RIVERDALE, ABOUT 0.3 MILE SOUTHEAST
 LH0636'OF A LARGE 2-STORY FARMHOUSE ON THE NORTHEAST SIDE OF THE
 LH0636'HIGHWAY, BETWEEN THE HIGHWAY AND THE RAILROAD TRACKS, ON TOP OF
 LH0636'A CUT BANK, 47 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LH0636'TRACK, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1
 LH0636'FOOT SOUTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A REFERENCE
 LH0636'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0636'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0636
 LH0636                          STATION RECOVERY (1983)
 LH0636
 LH0636'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7419 ***********************************************************************
 AA7419  DESIGNATION -  A 293 RESET
 AA7419  PID         -  AA7419
 AA7419  STATE/COUNTY-  NE/BUFFALO
 AA7419  USGS QUAD   -  RIVERDALE (1962)
 AA7419
 AA7419                         *CURRENT SURVEY CONTROL
 AA7419  ___________________________________________________________________
 AA7419* NAD 83(1986)-  40 47 45.     (N)    099 11 23.     (W)     SCALED    
 AA7419* NAVD 88     -       668.18   (+/-2cm)    2192.2    (feet)  VERTCON   
 AA7419  ___________________________________________________________________
 AA7419  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AA7419
 AA7419  VERT ORDER  -  THIRD (See Below)
 AA7419
 AA7419.The horizontal coordinates were scaled from a topographic map and have
 AA7419.an estimated accuracy of +/- 6 seconds.
 AA7419
 AA7419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7419.The vertical order pertains to the NGVD 29 superseded value.
 AA7419
 AA7419.The geoid height was determined by GEOID03.
 AA7419
 AA7419;                    North         East    Units  Estimated Accuracy
 AA7419;SPC NE       -   107,190.      568,360.      MT  (+/- 180 meters Scaled)
 AA7419
 AA7419                          SUPERSEDED SURVEY CONTROL
 AA7419
 AA7419  NGVD 29 (08/02/06)  667.93   (m)         2191.4    (f) RESET       3  
 AA7419
 AA7419.Superseded values are not recommended for survey control.
 AA7419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7419.See file dsdata.txt to determine how the superseded data were derived.
 AA7419
 AA7419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML839161(NAD 83)
 AA7419_MARKER: DV = VERTICAL CONTROL DISK
 AA7419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7419_STAMPING: A 293 RESET 1993
 AA7419_MARK LOGO: NGS   
 AA7419_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7419+STABILITY: SURFACE MOTION
 AA7419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7419+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7419
 AA7419  HISTORY     - Date     Condition        Report By
 AA7419  HISTORY     - 1993     MONUMENTED       NGS
 AA7419
 AA7419                          STATION DESCRIPTION
 AA7419
 AA7419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 AA7419'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTHWEST FROM RIVERDALE, ON
 AA7419'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 40 AND IN THE NW1/4 OF THE
 AA7419'WEST 1/2, SEC31, A 2 MILE (3.2 KM) SECTION, IN T10N, R16W. TO REACH
 AA7419'THE MARK FROM THE JUNCTION OF STATE HIGHWAY 40 WITH ELM STREET AND 3RD
 AA7419'AVENEUE, IN RIVERDALE, GO NORTHWEST ON HIGHWAY 40 FOR 1.5 MI (2.4 KM)
 AA7419'TO THE MARK ON THE RIGHT, AT A FIELD ENTRANCE. THE DISK IS SET INTO
 AA7419'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 0.1 FT (3.0 CM)
 AA7419'ABOVE THE GROUND.  IT IS 20.3 M (66.6 FT) NORTHEAST FROM THE
 AA7419'CENTERLINE OF THE HIGHWAY, 2.1 M (6.9 FT) SOUTHEAST OF THE CENTERLINE
 AA7419'OF THE FIELD ENTRANCE, AND 1.6 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 AA7419'MAGNETS WERE PLACED IN THE NORTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0621 ***********************************************************************
 LH0621  DESIGNATION -  A 294
 LH0621  PID         -  LH0621
 LH0621  STATE/COUNTY-  NE/BUFFALO
 LH0621  USGS QUAD   -  MILLER NE (1962)
 LH0621
 LH0621                         *CURRENT SURVEY CONTROL
 LH0621  ___________________________________________________________________
 LH0621* NAD 83(1986)-  40 55 53.     (N)    099 15 16.     (W)     SCALED    
 LH0621* NAVD 88     -       687.565  (meters)    2255.79   (feet)  ADJUSTED  
 LH0621  ___________________________________________________________________
 LH0621  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 LH0621  DYNAMIC HT  -         687.181 (meters)    2254.53  (feet)  COMP
 LH0621  MODELED GRAV-     980,043.3   (mgal)                       NAVD 88
 LH0621
 LH0621  VERT ORDER  -  SECOND    CLASS 0
 LH0621
 LH0621.The horizontal coordinates were scaled from a topographic map and have
 LH0621.an estimated accuracy of +/- 6 seconds.
 LH0621
 LH0621.The orthometric height was determined by differential leveling
 LH0621.and adjusted by the National Geodetic Survey in June 1991..
 LH0621
 LH0621.The geoid height was determined by GEOID03.
 LH0621
 LH0621.The dynamic height is computed by dividing the NAVD 88
 LH0621.geopotential number by the normal gravity value computed on the
 LH0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0621.degrees latitude (g = 980.6199 gals.).
 LH0621
 LH0621.The modeled gravity was interpolated from observed gravity values.
 LH0621
 LH0621;                    North         East    Units  Estimated Accuracy
 LH0621;SPC NE       -   122,180.      562,770.      MT  (+/- 180 meters Scaled)
 LH0621
 LH0621                          SUPERSEDED SURVEY CONTROL
 LH0621
 LH0621  NGVD 29 (??/??/92)  687.312  (m)         2254.96   (f) ADJ UNCH    2 0
 LH0621
 LH0621.Superseded values are not recommended for survey control.
 LH0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0621.See file dsdata.txt to determine how the superseded data were derived.
 LH0621
 LH0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML785311(NAD 83)
 LH0621_MARKER: DB = BENCH MARK DISK
 LH0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0621_STAMPING: A 294 1949
 LH0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0621+STABILITY: SURFACE MOTION
 LH0621
 LH0621  HISTORY     - Date     Condition        Report By
 LH0621  HISTORY     - 1949     MONUMENTED       CGS
 LH0621
 LH0621                          STATION DESCRIPTION
 LH0621
 LH0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0621'6.9 MI N FROM AMHERST.
 LH0621'6.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0621'AMHERST, AT THE NORTHWEST CORNER OF SECTION 15, T. 11 N.,
 LH0621'R. 17 W., JUST NORTH OF A POND, IN THE SOUTHEAST QUARTER OF A
 LH0621'PUBLIC ROAD CROSSING, 112 FEET EAST OF THE CENTER LINE OF THE
 LH0621'NORTH-SOUTH ROAD, 84 FEET EAST OF A CORNER FENCE POST, 35 FEET
 LH0621'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.4 FEET NORTH
 LH0621'OF A FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 LH0621'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0621'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0657 ***********************************************************************
 LH0657  DESIGNATION -  A 295
 LH0657  PID         -  LH0657
 LH0657  STATE/COUNTY-  NE/BUFFALO
 LH0657  USGS QUAD   -  MILLER NE (1962)
 LH0657
 LH0657                         *CURRENT SURVEY CONTROL
 LH0657  ___________________________________________________________________
 LH0657* NAD 83(1986)-  40 55 06.     (N)    099 20 57.     (W)     SCALED    
 LH0657* NAVD 88     -       699.962  (meters)    2296.46   (feet)  ADJUSTED  
 LH0657  ___________________________________________________________________
 LH0657  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 LH0657  DYNAMIC HT  -         699.567 (meters)    2295.16  (feet)  COMP
 LH0657  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 LH0657
 LH0657  VERT ORDER  -  SECOND    CLASS 0
 LH0657
 LH0657.The horizontal coordinates were scaled from a topographic map and have
 LH0657.an estimated accuracy of +/- 6 seconds.
 LH0657
 LH0657.The orthometric height was determined by differential leveling
 LH0657.and adjusted by the National Geodetic Survey in June 1991..
 LH0657
 LH0657.The geoid height was determined by GEOID03.
 LH0657
 LH0657.The dynamic height is computed by dividing the NAVD 88
 LH0657.geopotential number by the normal gravity value computed on the
 LH0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0657.degrees latitude (g = 980.6199 gals.).
 LH0657
 LH0657.The modeled gravity was interpolated from observed gravity values.
 LH0657
 LH0657;                    North         East    Units  Estimated Accuracy
 LH0657;SPC NE       -   120,670.      554,810.      MT  (+/- 180 meters Scaled)
 LH0657
 LH0657                          SUPERSEDED SURVEY CONTROL
 LH0657
 LH0657  NGVD 29 (??/??/92)  699.704  (m)         2295.61   (f) ADJ UNCH    2 0
 LH0657
 LH0657.Superseded values are not recommended for survey control.
 LH0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0657.See file dsdata.txt to determine how the superseded data were derived.
 LH0657
 LH0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML705297(NAD 83)
 LH0657_MARKER: DB = BENCH MARK DISK
 LH0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0657_STAMPING: A 295 1949
 LH0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0657+STABILITY: SURFACE MOTION
 LH0657
 LH0657  HISTORY     - Date     Condition        Report By
 LH0657  HISTORY     - 1949     MONUMENTED       CGS
 LH0657
 LH0657                          STATION DESCRIPTION
 LH0657
 LH0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0657'2 MI SE FROM MILLER.
 LH0657'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE JUNCTION
 LH0657'OF STATE HIGHWAY NO. 40 WITH U.S. HIGHWAY NO. 183 AT MILLER,
 LH0657'AT THE CROSSING OF THE HIGHWAY AND THE UNION PACIFIC RAILROAD,
 LH0657'107 FEET NORTH OF THE WATERTOWN ONE MILE SIGN POST, 50 FEET
 LH0657'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET NORTHEAST
 LH0657'OF THE NORTHEAST RAIL OF THE TRACK, 2.3 FEET SOUTHEAST OF THE
 LH0657'5TH POLE SOUTHEAST OF MILEPOST NO. 24, 2.1 FEET SOUTHWEST OF A
 LH0657'FENCE, 1.7 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP
 LH0657'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0657'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0929 ***********************************************************************
 MJ0929  DESIGNATION -  A 296
 MJ0929  PID         -  MJ0929
 MJ0929  STATE/COUNTY-  NE/CASS
 MJ0929  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0929
 MJ0929                         *CURRENT SURVEY CONTROL
 MJ0929  ___________________________________________________________________
 MJ0929* NAD 83(1986)-  41 00 09.     (N)    095 53 44.     (W)     SCALED    
 MJ0929* NAVD 88     -       320.562  (meters)    1051.71   (feet)  ADJUSTED  
 MJ0929  ___________________________________________________________________
 MJ0929  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MJ0929  DYNAMIC HT  -         320.426 (meters)    1051.26  (feet)  COMP
 MJ0929  MODELED GRAV-     980,190.8   (mgal)                       NAVD 88
 MJ0929
 MJ0929  VERT ORDER  -  SECOND    CLASS 0
 MJ0929
 MJ0929.The horizontal coordinates were scaled from a topographic map and have
 MJ0929.an estimated accuracy of +/- 6 seconds.
 MJ0929
 MJ0929.The orthometric height was determined by differential leveling
 MJ0929.and adjusted by the National Geodetic Survey in June 1991..
 MJ0929
 MJ0929.The geoid height was determined by GEOID03.
 MJ0929
 MJ0929.The dynamic height is computed by dividing the NAVD 88
 MJ0929.geopotential number by the normal gravity value computed on the
 MJ0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0929.degrees latitude (g = 980.6199 gals.).
 MJ0929
 MJ0929.The modeled gravity was interpolated from observed gravity values.
 MJ0929
 MJ0929;                    North         East    Units  Estimated Accuracy
 MJ0929;SPC NE       -   138,000.      845,080.      MT  (+/- 180 meters Scaled)
 MJ0929
 MJ0929                          SUPERSEDED SURVEY CONTROL
 MJ0929
 MJ0929  NGVD 29 (??/??/92)  320.463  (m)         1051.39   (f) ADJ UNCH    2 0
 MJ0929
 MJ0929.Superseded values are not recommended for survey control.
 MJ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0929.See file dsdata.txt to determine how the superseded data were derived.
 MJ0929
 MJ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF564430(NAD 83)
 MJ0929_MARKER: DB = BENCH MARK DISK
 MJ0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0929_STAMPING: A 296 1949
 MJ0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0929+STABILITY: SURFACE MOTION
 MJ0929
 MJ0929  HISTORY     - Date     Condition        Report By
 MJ0929  HISTORY     - 1949     MONUMENTED       CGS
 MJ0929
 MJ0929                          STATION DESCRIPTION
 MJ0929
 MJ0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0929'1 MI SW FROM PLATTSMOUTH.
 MJ0929'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 MJ0929'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73 AND
 MJ0929'34, AT THE JUNCTION OF THE PLATTSMOUTH-LOUISVILLE ROAD LEADING
 MJ0929'WEST, ON THE EAST SLOPE OF A HILL, 212 FEET WEST OF THE CENTER
 MJ0929'LINE OF THE HIGHWAY, 60 FEET EAST OF A POWER LINE POLE, 40 FEET
 MJ0929'NORTH OF THE CENTER LINE OF THE PLATTSMOUTH-LOUISVILLE ROAD, 1.0
 MJ0929'FOOT SOUTH OF A WHITE BOARD FENCE, 1.4 FEET EAST OF A REFERENCE
 MJ0929'POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.6
 MJ0929'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1110 ***********************************************************************
 LF1110  DESIGNATION -  A 297
 LF1110  PID         -  LF1110
 LF1110  STATE/COUNTY-  NE/CASS
 LF1110  USGS QUAD   -  MURRAY (1984)
 LF1110
 LF1110                         *CURRENT SURVEY CONTROL
 LF1110  ___________________________________________________________________
 LF1110* NAD 83(1986)-  40 54 54.     (N)    095 56 57.     (W)     SCALED    
 LF1110* NAVD 88     -       365.695  (meters)    1199.78   (feet)  ADJUSTED  
 LF1110  ___________________________________________________________________
 LF1110  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 LF1110  DYNAMIC HT  -         365.540 (meters)    1199.28  (feet)  COMP
 LF1110  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 LF1110
 LF1110  VERT ORDER  -  SECOND    CLASS 0
 LF1110
 LF1110.The horizontal coordinates were scaled from a topographic map and have
 LF1110.an estimated accuracy of +/- 6 seconds.
 LF1110
 LF1110.The orthometric height was determined by differential leveling
 LF1110.and adjusted by the National Geodetic Survey in June 1991..
 LF1110
 LF1110.The geoid height was determined by GEOID03.
 LF1110
 LF1110.The dynamic height is computed by dividing the NAVD 88
 LF1110.geopotential number by the normal gravity value computed on the
 LF1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1110.degrees latitude (g = 980.6199 gals.).
 LF1110
 LF1110.The modeled gravity was interpolated from observed gravity values.
 LF1110
 LF1110;                    North         East    Units  Estimated Accuracy
 LF1110;SPC NE       -   128,090.      841,030.      MT  (+/- 180 meters Scaled)
 LF1110
 LF1110                          SUPERSEDED SURVEY CONTROL
 LF1110
 LF1110  NGVD 29 (??/??/92)  365.593  (m)         1199.45   (f) ADJ UNCH    2 0
 LF1110
 LF1110.Superseded values are not recommended for survey control.
 LF1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1110.See file dsdata.txt to determine how the superseded data were derived.
 LF1110
 LF1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF516335(NAD 83)
 LF1110_MARKER: DB = BENCH MARK DISK
 LF1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1110_STAMPING: A 297 1949
 LF1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1110+STABILITY: SURFACE MOTION
 LF1110
 LF1110  HISTORY     - Date     Condition        Report By
 LF1110  HISTORY     - 1949     MONUMENTED       CGS
 LF1110
 LF1110                          STATION DESCRIPTION
 LF1110
 LF1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF1110'1.2 MI W FROM MURRAY.
 LF1110'1.25 MILES WEST ALONG THE NEBRASKA STATE HIGHWAY 1 FROM THE MISSOURI
 LF1110'PACIFIC RAILWAY STATION AT MURRAY, AT THE JUNCTION OF A DIRT
 LF1110'ROAD LEADING NORTH, 53 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LF1110'1.4 FEET EAST OF THE MOST EASTERLY ONE OF 3 BRACED POWER LINE POLES,
 LF1110'1.2 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 LF1110'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2206 ***********************************************************************
 MK2206  DESIGNATION -  A 298 RESET
 MK2206  PID         -  MK2206
 MK2206  STATE/COUNTY-  NE/SAUNDERS
 MK2206  USGS QUAD   -  WAHOO EAST (1983)
 MK2206
 MK2206                         *CURRENT SURVEY CONTROL
 MK2206  ___________________________________________________________________
 MK2206* NAD 83(1986)-  41 13 08.     (N)    096 34 47.     (W)     SCALED    
 MK2206* NAVD 88     -       369.69   (meters)    1212.9    (feet)  RESET     
 MK2206  ___________________________________________________________________
 MK2206  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 MK2206
 MK2206  VERT ORDER  -  THIRD
 MK2206
 MK2206.The horizontal coordinates were scaled from a topographic map and have
 MK2206.an estimated accuracy of +/- 6 seconds.
 MK2206
 MK2206.The orthometric height was computed from unverified reset data.
 MK2206.No vertical observational check was made to the station.
 MK2206
 MK2206.The geoid height was determined by GEOID03.
 MK2206
 MK2206;                    North         East    Units  Estimated Accuracy
 MK2206;SPC NE       -   159,500.      786,640.      MT  (+/- 180 meters Scaled)
 MK2206
 MK2206                          SUPERSEDED SURVEY CONTROL
 MK2206
 MK2206  NGVD 29 (08/02/06)  369.55   (m)         1212.4    (f) RESET       3  
 MK2206
 MK2206.Superseded values are not recommended for survey control.
 MK2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2206.See file dsdata.txt to determine how the superseded data were derived.
 MK2206
 MK2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL028658(NAD 83)
 MK2206_MARKER: DV = VERTICAL CONTROL DISK
 MK2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2206_SP_SET: CONCRETE POST
 MK2206_STAMPING: A 298 RESET 1984
 MK2206_MARK LOGO: NGS   
 MK2206_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2206+STABILITY: SURFACE MOTION
 MK2206
 MK2206  HISTORY     - Date     Condition        Report By
 MK2206  HISTORY     - 1984     MONUMENTED       NEDR
 MK2206
 MK2206                          STATION DESCRIPTION
 MK2206
 MK2206'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1984
 MK2206'1.0 MILE (1.6 KM) NORTHEAST ALONG US HIGHWAYS 77 AND 92 FROM THE
 MK2206'COURTHOUSE AT WAHOO, THENCE 1.95 MILES (3.14 KM) EAST ALONG A
 MK2206'GRAVELED ROAD TO COUNTY ROAD INTERSECTION, CONTINUE EAST FROM CENTER
 MK2206'OF INTERSECTION 750 FEET (228.6 M) TO BENCH MARK ON SOUTH
 MK2206'RIGHT-OF-WAY OF GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0764 ***********************************************************************
 MK0764  DESIGNATION -  A 299
 MK0764  PID         -  MK0764
 MK0764  STATE/COUNTY-  NE/SAUNDERS
 MK0764  USGS QUAD   -  MEAD (1981)
 MK0764
 MK0764                         *CURRENT SURVEY CONTROL
 MK0764  ___________________________________________________________________
 MK0764* NAD 83(1986)-  41 07 56.     (N)    096 25 31.     (W)     SCALED    
 MK0764* NAVD 88     -       346.617  (meters)    1137.19   (feet)  ADJUSTED  
 MK0764  ___________________________________________________________________
 MK0764  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 MK0764  DYNAMIC HT  -         346.470 (meters)    1136.71  (feet)  COMP
 MK0764  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 MK0764
 MK0764  VERT ORDER  -  SECOND    CLASS 0
 MK0764
 MK0764.The horizontal coordinates were scaled from a topographic map and have
 MK0764.an estimated accuracy of +/- 6 seconds.
 MK0764
 MK0764.The orthometric height was determined by differential leveling
 MK0764.and adjusted by the National Geodetic Survey in June 1991..
 MK0764
 MK0764.The geoid height was determined by GEOID03.
 MK0764
 MK0764.The dynamic height is computed by dividing the NAVD 88
 MK0764.geopotential number by the normal gravity value computed on the
 MK0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0764.degrees latitude (g = 980.6199 gals.).
 MK0764
 MK0764.The modeled gravity was interpolated from observed gravity values.
 MK0764
 MK0764;                    North         East    Units  Estimated Accuracy
 MK0764;SPC NE       -   150,410.      799,980.      MT  (+/- 180 meters Scaled)
 MK0764
 MK0764                          SUPERSEDED SURVEY CONTROL
 MK0764
 MK0764  NGVD 29 (??/??/92)  346.500  (m)         1136.81   (f) ADJ UNCH    2 0
 MK0764
 MK0764.Superseded values are not recommended for survey control.
 MK0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0764.See file dsdata.txt to determine how the superseded data were derived.
 MK0764
 MK0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL161566(NAD 83)
 MK0764_MARKER: DB = BENCH MARK DISK
 MK0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0764_STAMPING: A 299 1950
 MK0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0764+STABILITY: SURFACE MOTION
 MK0764
 MK0764  HISTORY     - Date     Condition        Report By
 MK0764  HISTORY     - 1950     MONUMENTED       CGS
 MK0764
 MK0764                          STATION DESCRIPTION
 MK0764
 MK0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0764'2.8 MI N FROM MEMPHIS.
 MK0764'0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MEMPHIS,
 MK0764'THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 63, ON THE OUTSIDE
 MK0764'OF A CURVE IN THE HIGHWAY, 250 FEET NORTHEAST OF THE CENTER LINE
 MK0764'OF THE HIGHWAY, 51 FEET EAST OF THE CENTER LINE OF A ROAD
 MK0764'LEADING NORTH, 45 FEET NORTH OF THE CENTER LINE OF AN EAST
 MK0764'AND WEST ROAD, 30.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MK0764'A GUARD HOUSE, 1 FOOT SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS
 MK0764'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MK0764'ABOVE THE GROUND.  THIS MARK IS 1.0 MILE WEST OF BENCH MARK
 MK0764'D 299.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0006 ***********************************************************************
 NO0006  DESIGNATION -  A 3
 NO0006  PID         -  NO0006
 NO0006  STATE/COUNTY-  NE/BROWN
 NO0006  USGS QUAD   -  JOHNSTOWN (1985)
 NO0006
 NO0006                         *CURRENT SURVEY CONTROL
 NO0006  ___________________________________________________________________
 NO0006* NAD 83(1986)-  42 33 35.     (N)    100 01 05.     (W)     SCALED    
 NO0006* NAVD 88     -       789.394  (meters)    2589.87   (feet)  ADJUSTED  
 NO0006  ___________________________________________________________________
 NO0006  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 NO0006  DYNAMIC HT  -         789.061 (meters)    2588.78  (feet)  COMP
 NO0006  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 NO0006
 NO0006  VERT ORDER  -  FIRST     CLASS II
 NO0006
 NO0006.The horizontal coordinates were scaled from a topographic map and have
 NO0006.an estimated accuracy of +/- 6 seconds.
 NO0006
 NO0006.The orthometric height was determined by differential leveling
 NO0006.and adjusted by the National Geodetic Survey in June 1991..
 NO0006
 NO0006.The geoid height was determined by GEOID03.
 NO0006
 NO0006.The dynamic height is computed by dividing the NAVD 88
 NO0006.geopotential number by the normal gravity value computed on the
 NO0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0006.degrees latitude (g = 980.6199 gals.).
 NO0006
 NO0006.The modeled gravity was interpolated from observed gravity values.
 NO0006
 NO0006;                    North         East    Units  Estimated Accuracy
 NO0006;SPC NE       -   302,720.      498,520.      MT  (+/- 180 meters Scaled)
 NO0006
 NO0006                          SUPERSEDED SURVEY CONTROL
 NO0006
 NO0006  NGVD 29 (??/??/92)  789.096  (m)         2588.89   (f) ADJ UNCH    1 2
 NO0006
 NO0006.Superseded values are not recommended for survey control.
 NO0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0006.See file dsdata.txt to determine how the superseded data were derived.
 NO0006
 NO0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN164124(NAD 83)
 NO0006_MARKER: DB = BENCH MARK DISK
 NO0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0006_MARK LOGO: CGS   
 NO0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0006+STABILITY: SURFACE MOTION
 NO0006
 NO0006  HISTORY     - Date     Condition        Report By
 NO0006  HISTORY     - UNK      MONUMENTED       CGS
 NO0006  HISTORY     - 1946     GOOD             NGS
 NO0006  HISTORY     - 19971128 GOOD             LOCSUR
 NO0006
 NO0006                          STATION DESCRIPTION
 NO0006
 NO0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NO0006'2 MI E FROM JOHNSTOWN.
 NO0006'2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NO0006'STATION AT JOHNSTOWN, BROWN COUNTY, 5 RAILS WEST OF MILEPOST
 NO0006'231, AT THE FIRST CURVE EAST OF TOWN, 46 FEET SOUTH OF THE
 NO0006'CENTERLINE OF THE TRACK, AT A JOG IN THE RIGHT-OF-WAY FENCE,
 NO0006'3 FEET NORTH OF THE CORNER, AND IN LINE WITH A ROW OF POLES.
 NO0006'THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM
 NO0006'IN THE TOP OF A LIMESTONE POST PROJECTING 1 FOOT ABOVE GROUND.
 NO0006
 NO0006                          STATION RECOVERY (1997)
 NO0006
 NO0006'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NO0006'FROM JOHNSTOWN, GO EAST ALONG HIGHWAY 20 FOR APPROXIMATELY 2 MILES
 NO0006'(3.2 KM) (HIGHWAY 20 MILEPOST 234.2) , THEN SOUTH ACROSS THE COWBOY
 NO0006'TRAIL (FORMER CHICAGO AND NORTH WESTERN RAILROAD GRADE) TO THE
 NO0006'MONUMENT NEAR THE 1/4 SEC LINE BETWEEN THE NE 1/4 AND NW 1/4 OF SEC
 NO0006'21, T30N, R23W.  46 FEET (14.0 M) SOUTH FROM THE CENTER OF THE COWBOY
 NO0006'TRAIL (MEASURED PERPENDICULAR TO THE TRAIL) , 3.0 FEET (0.9 M) NORTH
 NO0006'FROM A CORNER FENCE POST FROM WHICH FENCES RUN EAST AND SOUTH, 180
 NO0006'FEET (54.9 M) WEST FROM AN ABANDONED RAILROAD TELEGRAPH POLE WITH
 NO0006'MILEPOST 231 SIGN ATTACHED TO IT, 28.6 FEET (8.7 M) WEST FROM THE
 NO0006'CENTER OF A 8 INCH DIAMETER TELEGRAPH POLE CUT OFF 0.5 FEET (15.2 CM)
 NO0006'ABOVE THE GROUND.  THE BOTTOM OF A 1 1/4 INCH SQUARE HOLE IN THE
 NO0006'CENTER OF A 6 INCH SQUARE LIMESTONE POST PROJECTING 0.6 FEET (18.3 CM)
 NO0006'ABOVE THE GROUND WITH THE LETTERS USBM ON TOP AT THE FOUR CORNERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0591 ***********************************************************************
 NP0591  DESIGNATION -  A 3
 NP0591  PID         -  NP0591
 NP0591  STATE/COUNTY-  NE/SHERIDAN
 NP0591  USGS QUAD   -  SOUTH OF GORDON (1969)
 NP0591
 NP0591                         *CURRENT SURVEY CONTROL
 NP0591  ___________________________________________________________________
 NP0591* NAD 83(1995)-  42 41 54.95365(N)    102 12 16.27139(W)     ADJUSTED  
 NP0591* NAVD 88     -      1109.     (meters)    3638.     (feet)  SCALED    
 NP0591  ___________________________________________________________________
 NP0591  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 NP0591  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 NP0591
 NP0591  HORZ ORDER  -  SECOND
 NP0591
 NP0591.The horizontal coordinates were established by classical geodetic methods
 NP0591.and adjusted by the National Geodetic Survey in August 1997..
 NP0591
 NP0591.The orthometric height was scaled from a topographic map.
 NP0591
 NP0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0591
 NP0591.The geoid height was determined by GEOID03.
 NP0591
 NP0591;                    North         East     Units Scale Factor Converg.
 NP0591;SPC NE       -   320,443.240   319,407.203   MT  0.99987578   -1 27 39.3
 NP0591;UTM  13      - 4,731,135.088   728,972.959   MT  1.00024507   +1 53 47.6
 NP0591
 NP0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0591!SPC NE       -   0.99982891  x   0.99987578  =   0.99970471
 NP0591!UTM  13      -   0.99982891  x   1.00024507  =   1.00007394
 NP0591
 NP0591                          SUPERSEDED SURVEY CONTROL
 NP0591
 NP0591  NAD 83(1986)-  42 41 54.94368(N)    102 12 16.27501(W) AD(       ) 2
 NP0591  NAD 27      -  42 41 54.92800(N)    102 12 14.65300(W) AD(       ) 2
 NP0591
 NP0591.Superseded values are not recommended for survey control.
 NP0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0591.See file dsdata.txt to determine how the superseded data were derived.
 NP0591
 NP0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2897331135(NAD 83)
 NP0591_MARKER: DS = TRIANGULATION STATION DISK
 NP0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0591_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NP0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0591+STABILITY: SURFACE MOTION
 NP0591
 NP0591  HISTORY     - Date     Condition        Report By
 NP0591  HISTORY     - 1946     MONUMENTED       CGS
 NP0591  HISTORY     - 1968     MARK NOT FOUND   CGS
 NP0591
 NP0591                          STATION DESCRIPTION
 NP0591
 NP0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0591'LOCATED 7.1 MILES SOUTH OF GORDON, 1.0 MILE NORTH OF A SCHOOL
 NP0591'HOUSE, 27 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 NP0591'NO. 27, 53.8 FEET NORTH-NORTHEAST OF A TELEPHONE POLE WITH
 NP0591'A TRIANGULAR BLAZE AND 17 FEET EAST OF A REFERENCE POST
 NP0591'IS SET IN A NORTH-SOUTH WIRE FENCE.  IT IS STAMPED A-3 1946
 NP0591'AND IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 NP0591'
 NP0591'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0591'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO
 NP0591'SOUTH ON NO. 27 FOR 7.1 MILES TO THE STATION ON THE RIGHT.
 NP0591
 NP0591                          STATION RECOVERY (1968)
 NP0591
 NP0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0591'THIS MARK WAS SEARCHED FOR BUT NOT FOUND AND ALL INDICATIONS
 NP0591'SHOW THE MARK WAS DESTROYED WHEN STATE HIGHWAY 27 WAS WIDENED.
 NP0591'
 NP0591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7.1
 NP0591'MILES SOUTH OF GORDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0785 ***********************************************************************
 MK0785  DESIGNATION -  A 300
 MK0785  PID         -  MK0785
 MK0785  STATE/COUNTY-  NE/SAUNDERS
 MK0785  USGS QUAD   -  WANN (1981)
 MK0785
 MK0785                         *CURRENT SURVEY CONTROL
 MK0785  ___________________________________________________________________
 MK0785* NAD 83(1986)-  41 14 02.     (N)    096 21 29.     (W)     SCALED    
 MK0785* NAVD 88     -       341.638  (meters)    1120.86   (feet)  ADJUSTED  
 MK0785  ___________________________________________________________________
 MK0785  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 MK0785  DYNAMIC HT  -         341.483 (meters)    1120.35  (feet)  COMP
 MK0785  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 MK0785
 MK0785  VERT ORDER  -  SECOND    CLASS 0
 MK0785
 MK0785.The horizontal coordinates were scaled from a topographic map and have
 MK0785.an estimated accuracy of +/- 6 seconds.
 MK0785
 MK0785.The orthometric height was determined by differential leveling
 MK0785.and adjusted by the National Geodetic Survey in June 1991..
 MK0785
 MK0785.The geoid height was determined by GEOID03.
 MK0785
 MK0785.The dynamic height is computed by dividing the NAVD 88
 MK0785.geopotential number by the normal gravity value computed on the
 MK0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0785.degrees latitude (g = 980.6199 gals.).
 MK0785
 MK0785.The modeled gravity was interpolated from observed gravity values.
 MK0785
 MK0785;                    North         East    Units  Estimated Accuracy
 MK0785;SPC NE       -   161,930.      805,140.      MT  (+/- 180 meters Scaled)
 MK0785
 MK0785                          SUPERSEDED SURVEY CONTROL
 MK0785
 MK0785  NGVD 29 (??/??/92)  341.508  (m)         1120.43   (f) ADJ UNCH    2 0
 MK0785
 MK0785.Superseded values are not recommended for survey control.
 MK0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0785.See file dsdata.txt to determine how the superseded data were derived.
 MK0785
 MK0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL214680(NAD 83)
 MK0785_MARKER: DB = BENCH MARK DISK
 MK0785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0785_SP_SET: BRIDGE
 MK0785_STAMPING: A 300 1950
 MK0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0785
 MK0785  HISTORY     - Date     Condition        Report By
 MK0785  HISTORY     - 1950     MONUMENTED       CGS
 MK0785  HISTORY     - 1966     GOOD             USGS
 MK0785
 MK0785                          STATION DESCRIPTION
 MK0785
 MK0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0785'2.5 MI E FROM YUTAN.
 MK0785'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0785'YUTAN, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY 30 A AND STATE
 MK0785'HIGHWAY 92, 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MK0785'1.5 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE
 MK0785'SOUTH END OF THE EAST BRIDGE SEAT OF THE MOST EASTERLY ONE OF
 MK0785'THREE BRIDGES OVER THE PLATTE RIVER.
 MK0785
 MK0785                          STATION RECOVERY (1966)
 MK0785
 MK0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0786 ***********************************************************************
 MK0786  DESIGNATION -  A 300 RESET
 MK0786  PID         -  MK0786
 MK0786  STATE/COUNTY-  NE/SAUNDERS
 MK0786  USGS QUAD   -  WANN (1981)
 MK0786
 MK0786                         *CURRENT SURVEY CONTROL
 MK0786  ___________________________________________________________________
 MK0786* NAD 83(1986)-  41 14 01.     (N)    096 21 30.     (W)     SCALED    
 MK0786* NAVD 88     -       344.82   (meters)    1131.3    (feet)  RESET     
 MK0786  ___________________________________________________________________
 MK0786  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 MK0786
 MK0786  VERT ORDER  -  THIRD
 MK0786
 MK0786.The horizontal coordinates were scaled from a topographic map and have
 MK0786.an estimated accuracy of +/- 6 seconds.
 MK0786
 MK0786.The orthometric height was computed from unverified reset data.
 MK0786
 MK0786.The geoid height was determined by GEOID03.
 MK0786
 MK0786;                    North         East    Units  Estimated Accuracy
 MK0786;SPC NE       -   161,890.      805,120.      MT  (+/- 180 meters Scaled)
 MK0786
 MK0786                          SUPERSEDED SURVEY CONTROL
 MK0786
 MK0786  NGVD 29 (??/??/??)  344.69   (m)         1130.9    (f) RESET       3  
 MK0786
 MK0786.Superseded values are not recommended for survey control.
 MK0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0786.See file dsdata.txt to determine how the superseded data were derived.
 MK0786
 MK0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL213680(NAD 83)
 MK0786_MARKER: DB = BENCH MARK DISK
 MK0786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0786_SP_SET: BRIDGE CURB
 MK0786_STAMPING: A 300 RESET 1960
 MK0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0786
 MK0786  HISTORY     - Date     Condition        Report By
 MK0786  HISTORY     - 1960     MONUMENTED       CGS
 MK0786  HISTORY     - 1961     GOOD             NGS
 MK0786
 MK0786                          STATION DESCRIPTION
 MK0786
 MK0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MK0786'0.5 MI S FROM YUTAN.
 MK0786'0.5 MILE SOUTH ALONG A BITUMINUS ROAD FROM THE HIGH SCHOOL
 MK0786'AT YUTAN, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY 30-A AND
 MK0786'STATE HIGHWAY 92, THENCE 15 FEET NORTH OF THE CENTERLINE OF THE
 MK0786'HIGHWAY, 1.0 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 MK0786'IN THE TOP OF THE EAST END OF THE NORTH BRIDGE CURB OF THE
 MK0786'MOST EASTERLY OF THE TWO BRIDGES OVER THE PLATTE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2188 ***********************************************************************
 MK2188  DESIGNATION -  A 301 RESET
 MK2188  PID         -  MK2188
 MK2188  STATE/COUNTY-  NE/DOUGLAS
 MK2188  USGS QUAD   -  GRETNA (1984)
 MK2188
 MK2188                         *CURRENT SURVEY CONTROL
 MK2188  ___________________________________________________________________
 MK2188* NAD 83(1986)-  41 13 52.     (N)    096 12 55.     (W)     SCALED    
 MK2188* NAVD 88     -       349.19   (meters)    1145.6    (feet)  RESET     
 MK2188  ___________________________________________________________________
 MK2188  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 MK2188
 MK2188  VERT ORDER  -  THIRD
 MK2188
 MK2188.The horizontal coordinates were scaled from a topographic map and have
 MK2188.an estimated accuracy of +/- 6 seconds.
 MK2188
 MK2188.The orthometric height was computed from unverified reset data.
 MK2188.No vertical observational check was made to the station.
 MK2188
 MK2188.The geoid height was determined by GEOID03.
 MK2188
 MK2188;                    North         East    Units  Estimated Accuracy
 MK2188;SPC NE       -   162,130.      817,110.      MT  (+/- 180 meters Scaled)
 MK2188
 MK2188                          SUPERSEDED SURVEY CONTROL
 MK2188
 MK2188  NGVD 29 (08/02/06)  349.07   (m)         1145.2    (f) RESET       3  
 MK2188
 MK2188.Superseded values are not recommended for survey control.
 MK2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2188.See file dsdata.txt to determine how the superseded data were derived.
 MK2188
 MK2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL333681(NAD 83)
 MK2188_MARKER: DB = BENCH MARK DISK
 MK2188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK2188_SP_SET: BRIDGE WINGWALL
 MK2188_STAMPING: A 301 RESET 1987
 MK2188_MARK LOGO: NGS   
 MK2188_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2188+STABILITY: SURFACE MOTION
 MK2188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2188+SATELLITE: SATELLITE OBSERVATIONS - 1987
 MK2188
 MK2188  HISTORY     - Date     Condition        Report By
 MK2188  HISTORY     - 1987     MONUMENTED       NEDR
 MK2188
 MK2188                          STATION DESCRIPTION
 MK2188
 MK2188'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1987
 MK2188'7.16 KM (4.45 MI) SOUTH ALONG STATE HIGHWAY 31, FROM ITS JUNCTION WITH
 MK2188'STATE HIGHWAY 64, AT THE ST PATRICKS CATHOLIC CHURCH AND THE WATER
 MK2188'TOWER IN ELKHORN, TO U.S. HIGHWAY 275 AND WEST CENTER ROAD, THEN LEFT
 MK2188'AND EAST FOR 1.61 KM (1.00 MI) ALONG WEST CENTER ROAD TO 192ND
 MK2188'STREET, THEN RIGHT AND SOUTH FOR 0.32 KM (0.20 MI) ALONG 192ND STREET
 MK2188'TO THE MARK ON THE LEFT, SET INTO THE TOP WING OF THE NORTHEAST
 MK2188'CORNER OF A BRIDGE, 5.33 M (17.5 FT) EAST FROM THE CENTERLINE OF THE
 MK2188'STREET.  THE MARK IS 1.45 KM (0.90 MI) NORTH FROM BENCH MARK Z 300
 MK2188'RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0672 ***********************************************************************
 MK0672  DESIGNATION -  A 302
 MK0672  PID         -  MK0672
 MK0672  STATE/COUNTY-  NE/SARPY
 MK0672  USGS QUAD   -  RALSTON (1984)
 MK0672
 MK0672                         *CURRENT SURVEY CONTROL
 MK0672  ___________________________________________________________________
 MK0672* NAD 83(1986)-  41 10 38.     (N)    096 06 01.     (W)     SCALED    
 MK0672* NAVD 88     -       319.315  (meters)    1047.62   (feet)  ADJUSTED  
 MK0672  ___________________________________________________________________
 MK0672  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 MK0672  DYNAMIC HT  -         319.181 (meters)    1047.18  (feet)  COMP
 MK0672  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 MK0672
 MK0672  VERT ORDER  -  SECOND    CLASS 0
 MK0672
 MK0672.The horizontal coordinates were scaled from a topographic map and have
 MK0672.an estimated accuracy of +/- 6 seconds.
 MK0672
 MK0672.The orthometric height was determined by differential leveling
 MK0672.and adjusted by the National Geodetic Survey in June 1991..
 MK0672
 MK0672.The geoid height was determined by GEOID03.
 MK0672
 MK0672.The dynamic height is computed by dividing the NAVD 88
 MK0672.geopotential number by the normal gravity value computed on the
 MK0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0672.degrees latitude (g = 980.6199 gals.).
 MK0672
 MK0672.The modeled gravity was interpolated from observed gravity values.
 MK0672
 MK0672;                    North         East    Units  Estimated Accuracy
 MK0672;SPC NE       -   156,580.      827,010.      MT  (+/- 180 meters Scaled)
 MK0672
 MK0672                          SUPERSEDED SURVEY CONTROL
 MK0672
 MK0672  NGVD 29 (??/??/92)  319.203  (m)         1047.25   (f) ADJ UNCH    2 0
 MK0672
 MK0672.Superseded values are not recommended for survey control.
 MK0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0672.See file dsdata.txt to determine how the superseded data were derived.
 MK0672
 MK0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL432624(NAD 83)
 MK0672_MARKER: DB = BENCH MARK DISK
 MK0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0672_STAMPING: A 302 1950
 MK0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0672+STABILITY: SURFACE MOTION
 MK0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0672+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1987
 MK0672
 MK0672  HISTORY     - Date     Condition        Report By
 MK0672  HISTORY     - 1950     MONUMENTED       CGS
 MK0672  HISTORY     - 19870519 MARK NOT FOUND   NGS
 MK0672
 MK0672                          STATION DESCRIPTION
 MK0672
 MK0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0672'2.8 MI E FROM CHALCO.
 MK0672'2.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0672'FROM THE STATION AT CHALCO, AT A ROAD CROSSING, 52 FEET WEST OF
 MK0672'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 50 FEET NORTHWEST OF
 MK0672'THE NORTHWEST RAIL, 9 FEET SOUTHWEST OF A POWER POLE, 1 FOOT
 MK0672'NORTHWEST OF THE RIGHT OF WAY FENCE, 4.3 FEET NORTH OF A WITNESS
 MK0672'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 MK0672'ABOVE THE GROUND.
 MK0672
 MK0672                          STATION RECOVERY (1987)
 MK0672
 MK0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MK0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0560 ***********************************************************************
 MK0560  DESIGNATION -  A 303
 MK0560  PID         -  MK0560
 MK0560  STATE/COUNTY-  NE/DOUGLAS
 MK0560  USGS QUAD   -  ELKHORN (1983)
 MK0560
 MK0560                         *CURRENT SURVEY CONTROL
 MK0560  ___________________________________________________________________
 MK0560* NAD 83(1986)-  41 16 31.     (N)    096 12 06.     (W)     SCALED    
 MK0560* NAVD 88     -       344.842  (meters)    1131.37   (feet)  ADJUSTED  
 MK0560  ___________________________________________________________________
 MK0560  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 MK0560  DYNAMIC HT  -         344.688 (meters)    1130.86  (feet)  COMP
 MK0560  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 MK0560
 MK0560  VERT ORDER  -  SECOND    CLASS 0
 MK0560
 MK0560.The horizontal coordinates were scaled from a topographic map and have
 MK0560.an estimated accuracy of +/- 6 seconds.
 MK0560
 MK0560.The orthometric height was determined by differential leveling
 MK0560.and adjusted by the National Geodetic Survey in June 1991..
 MK0560
 MK0560.The geoid height was determined by GEOID03.
 MK0560
 MK0560.The dynamic height is computed by dividing the NAVD 88
 MK0560.geopotential number by the normal gravity value computed on the
 MK0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0560.degrees latitude (g = 980.6199 gals.).
 MK0560
 MK0560.The modeled gravity was interpolated from observed gravity values.
 MK0560
 MK0560;                    North         East    Units  Estimated Accuracy
 MK0560;SPC NE       -   167,080.      818,030.      MT  (+/- 180 meters Scaled)
 MK0560
 MK0560                          SUPERSEDED SURVEY CONTROL
 MK0560
 MK0560  NGVD 29 (??/??/92)  344.714  (m)         1130.95   (f) ADJ UNCH    2 0
 MK0560
 MK0560.Superseded values are not recommended for survey control.
 MK0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0560.See file dsdata.txt to determine how the superseded data were derived.
 MK0560
 MK0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL343730(NAD 83)
 MK0560_MARKER: DB = BENCH MARK DISK
 MK0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0560_SP_SET: BRIDGE ABUTMENT
 MK0560_STAMPING: A 303 1950
 MK0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0560
 MK0560  HISTORY     - Date     Condition        Report By
 MK0560  HISTORY     - 1950     MONUMENTED       CGS
 MK0560  HISTORY     - 1976     GOOD             LOCSUR
 MK0560
 MK0560                          STATION DESCRIPTION
 MK0560
 MK0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0560'1.8 MI E FROM ELKHORN.
 MK0560'1.85 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0560'STATION AT ELKHORN, 6.2 FEET SOUTH OF THE SOUTH RAIL OF THE
 MK0560'SOUTH SET OF TRACKS, SET IN THE TOP OF THE SOUTH END OF THE
 MK0560'EAST ABUTMENT OF BRIDGE 19.88.
 MK0560
 MK0560                          STATION RECOVERY (1976)
 MK0560
 MK0560'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2205 ***********************************************************************
 MK2205  DESIGNATION -  A 304 RESET
 MK2205  PID         -  MK2205
 MK2205  STATE/COUNTY-  NE/SAUNDERS
 MK2205  USGS QUAD   -  WAHOO EAST (1983)
 MK2205
 MK2205                         *CURRENT SURVEY CONTROL
 MK2205  ___________________________________________________________________
 MK2205* NAD 83(1995)-  41 14 04.02007(N)    096 36 36.54301(W)     ADJUSTED  
 MK2205* NAVD 88     -       362.41   (meters)    1189.0    (feet)  RESET     
 MK2205  ___________________________________________________________________
 MK2205  X           -    -552,971.432 (meters)                     COMP
 MK2205  Y           -  -4,771,787.925 (meters)                     COMP
 MK2205  Z           -   4,182,259.745 (meters)                     COMP
 MK2205  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 MK2205  ELLIP HEIGHT-         335.41  (meters)          (01/09/02) GPS OBS
 MK2205  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 MK2205
 MK2205  HORZ ORDER  -  THIRD
 MK2205  VERT ORDER  -  THIRD
 MK2205  ELLP ORDER  -  FOURTH    CLASS II
 MK2205
 MK2205.The horizontal coordinates were established by GPS observations
 MK2205.and adjusted by the National Geodetic Survey in September 1998..
 MK2205
 MK2205.The orthometric height was computed from unverified reset data.
 MK2205.No vertical observational check was made to the station.
 MK2205
 MK2205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2205
 MK2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2205
 MK2205.The ellipsoidal height was determined by GPS observations
 MK2205.and is referenced to NAD 83.
 MK2205
 MK2205.The geoid height was determined by GEOID03.
 MK2205
 MK2205;                    North         East     Units Scale Factor Converg.
 MK2205;SPC NE       -   161,128.494   784,025.941   MT  0.99966975   +2 14 47.2
 MK2205;UTM  14      - 4,567,537.856   700,283.809   MT  1.00009371   +1 34 32.8
 MK2205
 MK2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2205!SPC NE       -   0.99994739  x   0.99966975  =   0.99961716
 MK2205!UTM  14      -   0.99994739  x   1.00009371  =   1.00004110
 MK2205
 MK2205                          SUPERSEDED SURVEY CONTROL
 MK2205
 MK2205  ELLIP H (09/17/98)  335.47   (m)                       GP(       ) 4 2
 MK2205  NGVD 29 (08/02/06)  362.27   (m)         1188.5    (f) RESET       3  
 MK2205
 MK2205.Superseded values are not recommended for survey control.
 MK2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2205.See file dsdata.txt to determine how the superseded data were derived.
 MK2205
 MK2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0028467538(NAD 83)
 MK2205_MARKER: DV = VERTICAL CONTROL DISK
 MK2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2205_SP_SET: CONCRETE POST
 MK2205_STAMPING: A 304 RESET 1984
 MK2205_MARK LOGO: NGS   
 MK2205_PROJECTION: FLUSH
 MK2205_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2205+STABILITY: SURFACE MOTION
 MK2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2205+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 MK2205
 MK2205  HISTORY     - Date     Condition        Report By
 MK2205  HISTORY     - 1984     MONUMENTED       NGS
 MK2205  HISTORY     - 19970805 GOOD             NGS
 MK2205
 MK2205                          STATION DESCRIPTION
 MK2205
 MK2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MK2205'1.61 KM (1.00 MI) NORTH ALONG CHESTNUT STREET, FROM THE NEBRASKA
 MK2205'NATIONAL GUARD ARMORY AND 15TH STREET IN WAHOO, THENCE 0.97 KM (0.60
 MK2205'MI) RIGHT AND EAST ALONG A GRAVELED ROAD TO THE MARK ON THE RIGHT,
 MK2205'9.75 M (31.99 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 1.22 M (4.00
 MK2205'FT) EAST FROM A POWERLINE POLE WITH 3 GUY WIRES.
 MK2205
 MK2205                          STATION RECOVERY (1997)
 MK2205
 MK2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MK2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 05AUG1997 (WCW) .  RECOVERED
 MK2205'AS DESCRIBED WITH UPDATED DESCRIPTION AS FOLLOWS.  THE STATION IS
 MK2205'LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST FROM WAHOO, ABOUT 0.2 KM
 MK2205'(0.10 MI) EAST FROM A STEEL BRIDGE OVER SAND CREEK.  OWNERSHIP--THE
 MK2205'STATION IS IN THE RIGHT OF WAY OF COUNTY ROAD M.  TO REACH THE STATION
 MK2205'FROM THE CROSSROAD JUNCTION OF COMBINED US HIGHWAY 77 AND STATE
 MK2205'HIGHWAY 92 (SOUTH AND WEST BOUND LANES) WITH STATE HIGHWAY 109 WHICH
 MK2205'IS 3.9 KM (2.40 MI) NORTHERLY ALONG THE COMBINED HIGHWAYS FROM THE
 MK2205'WAHOO COURTHOUSE, GO WEST ALONG GRAVELED ROAD M PASSING COMMERCIAL
 MK2205'PARK ROAD AT 0.3 KM (0.20 MI) FOR A TOTAL OF 0.65 KM (0.40 MI) TO THE
 MK2205'STATION ON LEFT.  THE MARK IS A NGS VERTICAL CONTROL DISK IN A 25 CM
 MK2205'(10 IN) ROUND CONCRETE MONUMENT.  THE STATION IS LOCATED 9.7 M (31.8
 MK2205'FT) SOUTH FROM THE GRAVEL ROAD CENTER, 1.5 M (4.9 FT) SOUTH FROM THE
 MK2205'DITCH CENTER, 1.4 M (4.6 FT) EAST FROM THE SECOND WOOD UTILITY POLE
 MK2205'EAST FROM SAND CREEK (THIS UTILITY POLE HAS NO GUYED ANCHORS) AND 0.5
 MK2205'M (1.6 FT) WEST FROM A FIBERGLASS NGS WITNESS POST.  THE MARK IS 0.3 M
 MK2205'(1.0 FT) ABOVE THE DITCH CENTER AND IS 1.2 M (3.9 FT) BELOW THE ROAD
 MK2205'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0590 ***********************************************************************
 MK0590  DESIGNATION -  A 305
 MK0590  PID         -  MK0590
 MK0590  STATE/COUNTY-  NE/DOUGLAS
 MK0590  USGS QUAD   -  VALLEY (1983)
 MK0590
 MK0590                         *CURRENT SURVEY CONTROL
 MK0590  ___________________________________________________________________
 MK0590* NAD 83(1986)-  41 18 51.     (N)    096 18 38.     (W)     SCALED    
 MK0590* NAVD 88     -       344.866  (meters)    1131.45   (feet)  ADJUSTED  
 MK0590  ___________________________________________________________________
 MK0590  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 MK0590  DYNAMIC HT  -         344.706 (meters)    1130.92  (feet)  COMP
 MK0590  MODELED GRAV-     980,149.0   (mgal)                       NAVD 88
 MK0590
 MK0590  VERT ORDER  -  SECOND    CLASS 0
 MK0590
 MK0590.The horizontal coordinates were scaled from a topographic map and have
 MK0590.an estimated accuracy of +/- 6 seconds.
 MK0590
 MK0590.The orthometric height was determined by differential leveling
 MK0590.and adjusted by the National Geodetic Survey in June 1991..
 MK0590
 MK0590.The geoid height was determined by GEOID03.
 MK0590
 MK0590.The dynamic height is computed by dividing the NAVD 88
 MK0590.geopotential number by the normal gravity value computed on the
 MK0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0590.degrees latitude (g = 980.6199 gals.).
 MK0590
 MK0590.The modeled gravity was interpolated from observed gravity values.
 MK0590
 MK0590;                    North         East    Units  Estimated Accuracy
 MK0590;SPC NE       -   171,000.      808,740.      MT  (+/- 180 meters Scaled)
 MK0590
 MK0590                          SUPERSEDED SURVEY CONTROL
 MK0590
 MK0590  NGVD 29 (??/??/92)  344.730  (m)         1131.00   (f) ADJ UNCH    2 0
 MK0590
 MK0590.Superseded values are not recommended for survey control.
 MK0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0590.See file dsdata.txt to determine how the superseded data were derived.
 MK0590
 MK0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL251771(NAD 83)
 MK0590_MARKER: DB = BENCH MARK DISK
 MK0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0590_STAMPING: A 305 1950
 MK0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0590+STABILITY: SURFACE MOTION
 MK0590
 MK0590  HISTORY     - Date     Condition        Report By
 MK0590  HISTORY     - 1950     MONUMENTED       CGS
 MK0590  HISTORY     - 1976     GOOD             LOCSUR
 MK0590
 MK0590                          STATION DESCRIPTION
 MK0590
 MK0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0590'2.6 MI NW FROM WATERLOO.
 MK0590'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 130 FROM THE UNION
 MK0590'PACIFIC RAILROAD STATION AT WATERLOO, THENCE 1.0 MILE NORTHWEST
 MK0590'ALONG U.S. HIGHWAY 275, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 MK0590'ROAD, AT THE FARM HOME OF E.D. LEWIS, 89 FEET EAST OF THE CENTER
 MK0590'LINE OF THE ROAD, 100 FEET NORTHEAST OF THE NORTHEAST CORNER
 MK0590'OF THE FARMHOUSE, 76 FEET NORTHWEST OF THE NORTHWEST CORNER
 MK0590'OF A COAL HOUSE, 59 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 MK0590'DRIVEWAY, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK0590'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 MK0590
 MK0590                          STATION RECOVERY (1976)
 MK0590
 MK0590'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0365 ***********************************************************************
 ML0365  DESIGNATION -  A 306
 ML0365  PID         -  ML0365
 ML0365  STATE/COUNTY-  NE/HOWARD
 ML0365  USGS QUAD   -  NYSTED (1974)
 ML0365
 ML0365                         *CURRENT SURVEY CONTROL
 ML0365  ___________________________________________________________________
 ML0365* NAD 83(1986)-  41 13 08.     (N)    098 34 30.     (W)     SCALED    
 ML0365* NAVD 88     -       607.094  (meters)    1991.77   (feet)  ADJUSTED  
 ML0365  ___________________________________________________________________
 ML0365  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 ML0365  DYNAMIC HT  -         606.791 (meters)    1990.78  (feet)  COMP
 ML0365  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 ML0365
 ML0365  VERT ORDER  -  SECOND    CLASS 0
 ML0365
 ML0365.The horizontal coordinates were scaled from a topographic map and have
 ML0365.an estimated accuracy of +/- 6 seconds.
 ML0365
 ML0365.The orthometric height was determined by differential leveling
 ML0365.and adjusted by the National Geodetic Survey in June 1991..
 ML0365
 ML0365.The geoid height was determined by GEOID03.
 ML0365
 ML0365.The dynamic height is computed by dividing the NAVD 88
 ML0365.geopotential number by the normal gravity value computed on the
 ML0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0365.degrees latitude (g = 980.6199 gals.).
 ML0365
 ML0365.The modeled gravity was interpolated from observed gravity values.
 ML0365
 ML0365;                    North         East    Units  Estimated Accuracy
 ML0365;SPC NE       -   154,820.      619,450.      MT  (+/- 180 meters Scaled)
 ML0365
 ML0365                          SUPERSEDED SURVEY CONTROL
 ML0365
 ML0365  NGVD 29 (??/??/92)  606.845  (m)         1990.96   (f) ADJ UNCH    2 0
 ML0365
 ML0365.Superseded values are not recommended for survey control.
 ML0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0365.See file dsdata.txt to determine how the superseded data were derived.
 ML0365
 ML0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL356631(NAD 83)
 ML0365_MARKER: DB = BENCH MARK DISK
 ML0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0365_STAMPING: A 306 1950
 ML0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0365+STABILITY: SURFACE MOTION
 ML0365
 ML0365  HISTORY     - Date     Condition        Report By
 ML0365  HISTORY     - 1950     MONUMENTED       CGS
 ML0365  HISTORY     - 1959     GOOD             NGS
 ML0365
 ML0365                          STATION DESCRIPTION
 ML0365
 ML0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0365'1 MI W FROM MIDWAY.
 ML0365'1.0 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0365'FROM THE STATION SIGN AT MIDWAY, AT A ROAD CROSSING, 45.6 FEET
 ML0365'NORTH OF THE NORTH RAIL, 34 FEET EAST OF THE CENTER LINE OF A
 ML0365'ROAD, 5.4 FEET EAST OF THE WEST END OF A SNOW FENCE, 1 FOOT
 ML0365'SOUTH OF A FENCE, 2.3 FEET WEST OF A WITNESS POST, SET IN THE
 ML0365'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0365
 ML0365                          STATION RECOVERY (1959)
 ML0365
 ML0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ML0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0219 ***********************************************************************
 ML0219  DESIGNATION -  A 307
 ML0219  PID         -  ML0219
 ML0219  STATE/COUNTY-  NE/NANCE
 ML0219  USGS QUAD   -  BELGRADE SW (1955)
 ML0219
 ML0219                         *CURRENT SURVEY CONTROL
 ML0219  ___________________________________________________________________
 ML0219* NAD 83(1986)-  41 17 34.     (N)    098 13 58.     (W)     SCALED    
 ML0219* NAVD 88     -       535.625  (meters)    1757.30   (feet)  ADJUSTED  
 ML0219  ___________________________________________________________________
 ML0219  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 ML0219  DYNAMIC HT  -         535.365 (meters)    1756.44  (feet)  COMP
 ML0219  MODELED GRAV-     980,121.3   (mgal)                       NAVD 88
 ML0219
 ML0219  VERT ORDER  -  SECOND    CLASS 0
 ML0219
 ML0219.The horizontal coordinates were scaled from a topographic map and have
 ML0219.an estimated accuracy of +/- 6 seconds.
 ML0219
 ML0219.The orthometric height was determined by differential leveling
 ML0219.and adjusted by the National Geodetic Survey in June 1991..
 ML0219
 ML0219.The geoid height was determined by GEOID03.
 ML0219
 ML0219.The dynamic height is computed by dividing the NAVD 88
 ML0219.geopotential number by the normal gravity value computed on the
 ML0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0219.degrees latitude (g = 980.6199 gals.).
 ML0219
 ML0219.The modeled gravity was interpolated from observed gravity values.
 ML0219
 ML0219;                    North         East    Units  Estimated Accuracy
 ML0219;SPC NE       -   163,550.      647,970.      MT  (+/- 180 meters Scaled)
 ML0219
 ML0219                          SUPERSEDED SURVEY CONTROL
 ML0219
 ML0219  NGVD 29 (??/??/92)  535.394  (m)         1756.54   (f) ADJ UNCH    2 0
 ML0219
 ML0219.Superseded values are not recommended for survey control.
 ML0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0219.See file dsdata.txt to determine how the superseded data were derived.
 ML0219
 ML0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL642715(NAD 83)
 ML0219_MARKER: DB = BENCH MARK DISK
 ML0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0219_STAMPING: A 307 1950
 ML0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0219+STABILITY: SURFACE MOTION
 ML0219
 ML0219  HISTORY     - Date     Condition        Report By
 ML0219  HISTORY     - 1950     MONUMENTED       CGS
 ML0219
 ML0219                          STATION DESCRIPTION
 ML0219
 ML0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0219'8.3 MI E FROM CUSHING.
 ML0219'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0219'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 1.4
 ML0219'MILES EAST ALONG A GRAVELED ROAD, JUST WEST OF A STEEL BRIDGE,
 ML0219'110 FEET NORTHEAST OF AN ABANDONED FARMHOUSE WHICH IS ON TOP
 ML0219'OF A HILL, 69 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET
 ML0219'NORTHEAST OF THE CENTER LINE OF A FIELD ROAD, 33 FEET SOUTHEAST
 ML0219'OF A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE, 3 FEET SOUTHEAST
 ML0219'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0219'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1563 ***********************************************************************
 MK1563  DESIGNATION -  A 308
 MK1563  PID         -  MK1563
 MK1563  STATE/COUNTY-  NE/NANCE
 MK1563  USGS QUAD   -  MERCHISTON (1958)
 MK1563
 MK1563                         *CURRENT SURVEY CONTROL
 MK1563  ___________________________________________________________________
 MK1563* NAD 83(1986)-  41 23 14.     (N)    097 57 49.     (W)     SCALED    
 MK1563* NAVD 88     -       504.557  (meters)    1655.37   (feet)  ADJUSTED  
 MK1563  ___________________________________________________________________
 MK1563  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 MK1563  DYNAMIC HT  -         504.321 (meters)    1654.59  (feet)  COMP
 MK1563  MODELED GRAV-     980,140.2   (mgal)                       NAVD 88
 MK1563
 MK1563  VERT ORDER  -  SECOND    CLASS 0
 MK1563
 MK1563.The horizontal coordinates were scaled from a topographic map and have
 MK1563.an estimated accuracy of +/- 6 seconds.
 MK1563
 MK1563.The orthometric height was determined by differential leveling
 MK1563.and adjusted by the National Geodetic Survey in June 1991..
 MK1563
 MK1563.The geoid height was determined by GEOID03.
 MK1563
 MK1563.The dynamic height is computed by dividing the NAVD 88
 MK1563.geopotential number by the normal gravity value computed on the
 MK1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1563.degrees latitude (g = 980.6199 gals.).
 MK1563
 MK1563.The modeled gravity was interpolated from observed gravity values.
 MK1563
 MK1563;                    North         East    Units  Estimated Accuracy
 MK1563;SPC NE       -   174,530.      670,250.      MT  (+/- 180 meters Scaled)
 MK1563
 MK1563                          SUPERSEDED SURVEY CONTROL
 MK1563
 MK1563  NGVD 29 (??/??/92)  504.335  (m)         1654.64   (f) ADJ UNCH    2 0
 MK1563
 MK1563.Superseded values are not recommended for survey control.
 MK1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1563.See file dsdata.txt to determine how the superseded data were derived.
 MK1563
 MK1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL866822(NAD 83)
 MK1563_MARKER: DB = BENCH MARK DISK
 MK1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1563_STAMPING: A 308 1950
 MK1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1563+STABILITY: SURFACE MOTION
 MK1563
 MK1563  HISTORY     - Date     Condition        Report By
 MK1563  HISTORY     - 1950     MONUMENTED       CGS
 MK1563  HISTORY     - 1958     GOOD             USGS
 MK1563
 MK1563                          STATION DESCRIPTION
 MK1563
 MK1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1563'2.3 MI NE FROM FULLERTON.
 MK1563'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1563'AT FULLERTON, 0.5 MILE EAST OF THE JUNCTION OF STATE HIGHWAYS
 MK1563'14 AND 22, 65 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30
 MK1563'FEET SOUTH OF A FENCE CORNER, 3 FEET SOUTH OF A WITNESS POST, 1
 MK1563'FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1563'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1563
 MK1563                          STATION RECOVERY (1958)
 MK1563
 MK1563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MK1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1564 ***********************************************************************
 MK1564  DESIGNATION -  A 308 RESET
 MK1564  PID         -  MK1564
 MK1564  STATE/COUNTY-  NE/NANCE
 MK1564  USGS QUAD   -  MERCHISTON (1958)
 MK1564
 MK1564                         *CURRENT SURVEY CONTROL
 MK1564  ___________________________________________________________________
 MK1564* NAD 83(1986)-  41 23 14.     (N)    097 57 49.     (W)     SCALED    
 MK1564* NAVD 88     -       504.86   (meters)    1656.4    (feet)  RESET     
 MK1564  ___________________________________________________________________
 MK1564  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 MK1564
 MK1564  VERT ORDER  -  THIRD
 MK1564
 MK1564.The horizontal coordinates were scaled from a topographic map and have
 MK1564.an estimated accuracy of +/- 6 seconds.
 MK1564
 MK1564.The orthometric height was computed from unverified reset data.
 MK1564
 MK1564.The geoid height was determined by GEOID03.
 MK1564
 MK1564;                    North         East    Units  Estimated Accuracy
 MK1564;SPC NE       -   174,530.      670,250.      MT  (+/- 180 meters Scaled)
 MK1564
 MK1564                          SUPERSEDED SURVEY CONTROL
 MK1564
 MK1564  NGVD 29 (??/??/??)  504.64   (m)         1655.6    (f) RESET       3  
 MK1564
 MK1564.Superseded values are not recommended for survey control.
 MK1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1564.See file dsdata.txt to determine how the superseded data were derived.
 MK1564
 MK1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL866822(NAD 83)
 MK1564_MARKER: DB = BENCH MARK DISK
 MK1564_SETTING: 0 = UNSPECIFIED SETTING
 MK1564_STAMPING: A 308 RESET 1957
 MK1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1564
 MK1564  HISTORY     - Date     Condition        Report By
 MK1564  HISTORY     - 1957     MONUMENTED       NEDR
 MK1564  HISTORY     - 1958     GOOD             USGS
 MK1564
 MK1564                          STATION DESCRIPTION
 MK1564
 MK1564'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1564'2.3 MI NE FROM FULLERTON.
 MK1564'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1564'AT FULLERTON, 0.5 MILE EAST OF THE JUNCTION OF STATE HIGHWAYS
 MK1564'14 AND 22, 190.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MK1564'HANGAR AT FULLERTON AIRPORT, 18.0 FEET OF CONE MARKER, AND 87.0
 MK1564'FEET NORTH OF CENTERLINE OF PROJECT.
 MK1564
 MK1564                          STATION RECOVERY (1958)
 MK1564
 MK1564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MK1564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1597 ***********************************************************************
 MK1597  DESIGNATION -  A 309
 MK1597  PID         -  MK1597
 MK1597  STATE/COUNTY-  NE/PLATTE
 MK1597  USGS QUAD   -  MONROE (1958)
 MK1597
 MK1597                         *CURRENT SURVEY CONTROL
 MK1597  ___________________________________________________________________
 MK1597* NAD 83(1986)-  41 28 29.     (N)    097 36 04.     (W)     SCALED    
 MK1597* NAVD 88     -       464.208  (meters)    1522.99   (feet)  ADJUSTED  
 MK1597  ___________________________________________________________________
 MK1597  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 MK1597  DYNAMIC HT  -         463.999 (meters)    1522.30  (feet)  COMP
 MK1597  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 MK1597
 MK1597  VERT ORDER  -  SECOND    CLASS 0
 MK1597
 MK1597.The horizontal coordinates were scaled from a topographic map and have
 MK1597.an estimated accuracy of +/- 6 seconds.
 MK1597
 MK1597.The orthometric height was determined by differential leveling
 MK1597.and adjusted by the National Geodetic Survey in June 1991..
 MK1597
 MK1597.The geoid height was determined by GEOID03.
 MK1597
 MK1597.The dynamic height is computed by dividing the NAVD 88
 MK1597.geopotential number by the normal gravity value computed on the
 MK1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1597.degrees latitude (g = 980.6199 gals.).
 MK1597
 MK1597.The modeled gravity was interpolated from observed gravity values.
 MK1597
 MK1597;                    North         East    Units  Estimated Accuracy
 MK1597;SPC NE       -   185,010.      700,280.      MT  (+/- 180 meters Scaled)
 MK1597
 MK1597                          SUPERSEDED SURVEY CONTROL
 MK1597
 MK1597  NGVD 29 (??/??/92)  464.015  (m)         1522.36   (f) ADJ UNCH    2 0
 MK1597
 MK1597.Superseded values are not recommended for survey control.
 MK1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1597.See file dsdata.txt to determine how the superseded data were derived.
 MK1597
 MK1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL168924(NAD 83)
 MK1597_MARKER: DB = BENCH MARK DISK
 MK1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1597_STAMPING: A 309 1950
 MK1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1597+STABILITY: SURFACE MOTION
 MK1597
 MK1597  HISTORY     - Date     Condition        Report By
 MK1597  HISTORY     - 1950     MONUMENTED       CGS
 MK1597  HISTORY     - 1979     GOOD             NGS
 MK1597
 MK1597                          STATION DESCRIPTION
 MK1597
 MK1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1597'AT MONROE.
 MK1597'AT MONROE, ALONG STATE HIGHWAY 22, IN THE NORTHEAST CORNER OF
 MK1597'THE UNION CHURCH YARD, 55 FEET EAST OF THE NORTHEAST CORNER OF
 MK1597'THE CHURCH BUILDING, 32 FEET SOUTH OF THE CENTER LINE OF THE
 MK1597'HIGHWAY, 1.5 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 1.5
 MK1597'FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1597'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1597
 MK1597                          STATION RECOVERY (1979)
 MK1597
 MK1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MK1597'3/4 BLOCK WEST ALONG STATE HIGHWAY 22 FROM THE MAIN INTERSECTION IN
 MK1597'MONROE, 53 YARDS EAST OF A NORTH/SOUTH STREET, 32 FEET SOUTH OF THE
 MK1597'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0117 ***********************************************************************
 ML0117  DESIGNATION -  A 310
 ML0117  PID         -  ML0117
 ML0117  STATE/COUNTY-  NE/GREELEY
 ML0117  USGS QUAD   -  SPALDING NW (1985)
 ML0117
 ML0117                         *CURRENT SURVEY CONTROL
 ML0117  ___________________________________________________________________
 ML0117* NAD 83(1986)-  41 42 02.     (N)    098 25 29.     (W)     SCALED    
 ML0117* NAVD 88     -       578.678  (meters)    1898.55   (feet)  ADJUSTED  
 ML0117  ___________________________________________________________________
 ML0117  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML0117  DYNAMIC HT  -         578.402 (meters)    1897.64  (feet)  COMP
 ML0117  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 ML0117
 ML0117  VERT ORDER  -  SECOND    CLASS 0
 ML0117
 ML0117.The horizontal coordinates were scaled from a topographic map and have
 ML0117.an estimated accuracy of +/- 6 seconds.
 ML0117
 ML0117.The orthometric height was determined by differential leveling
 ML0117.and adjusted by the National Geodetic Survey in June 1991..
 ML0117
 ML0117.The geoid height was determined by GEOID03.
 ML0117
 ML0117.The dynamic height is computed by dividing the NAVD 88
 ML0117.geopotential number by the normal gravity value computed on the
 ML0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0117.degrees latitude (g = 980.6199 gals.).
 ML0117
 ML0117.The modeled gravity was interpolated from observed gravity values.
 ML0117
 ML0117;                    North         East    Units  Estimated Accuracy
 ML0117;SPC NE       -   208,500.      631,070.      MT  (+/- 180 meters Scaled)
 ML0117
 ML0117                          SUPERSEDED SURVEY CONTROL
 ML0117
 ML0117  NGVD 29 (??/??/92)  578.437  (m)         1897.76   (f) ADJ UNCH    2 0
 ML0117
 ML0117.Superseded values are not recommended for survey control.
 ML0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0117.See file dsdata.txt to determine how the superseded data were derived.
 ML0117
 ML0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM478166(NAD 83)
 ML0117_MARKER: DB = BENCH MARK DISK
 ML0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0117_SP_SET: CULVERT
 ML0117_STAMPING: A 310 1950
 ML0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0117
 ML0117  HISTORY     - Date     Condition        Report By
 ML0117  HISTORY     - 1950     MONUMENTED       CGS
 ML0117
 ML0117                          STATION DESCRIPTION
 ML0117
 ML0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0117'3.5 MI NW FROM SPALDING.
 ML0117'3.5 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0117'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, ON THE INSIDE OF A
 ML0117'LONG CURVE IN THE HIGHWAY, 400 FEET NORTHEAST OF THE CEDAR
 ML0117'RIVER, 17 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 ML0117'SET IN THE TOP OF THE CENTER OF THE NORTHEAST HEADWALL OF A
 ML0117'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0115 ***********************************************************************
 ML0115  DESIGNATION -  A 311
 ML0115  PID         -  ML0115
 ML0115  STATE/COUNTY-  NE/GREELEY
 ML0115  USGS QUAD   -  SPALDING NW (1985)
 ML0115
 ML0115                         *CURRENT SURVEY CONTROL
 ML0115  ___________________________________________________________________
 ML0115* NAD 83(1986)-  41 41 57.     (N)    098 23 57.     (W)     SCALED    
 ML0115* NAVD 88     -       584.263  (meters)    1916.87   (feet)  ADJUSTED  
 ML0115  ___________________________________________________________________
 ML0115  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 ML0115  DYNAMIC HT  -         583.985 (meters)    1915.96  (feet)  COMP
 ML0115  MODELED GRAV-     980,128.8   (mgal)                       NAVD 88
 ML0115
 ML0115  VERT ORDER  -  SECOND    CLASS 0
 ML0115
 ML0115.The horizontal coordinates were scaled from a topographic map and have
 ML0115.an estimated accuracy of +/- 6 seconds.
 ML0115
 ML0115.The orthometric height was determined by differential leveling
 ML0115.and adjusted by the National Geodetic Survey in June 1991..
 ML0115
 ML0115.The geoid height was determined by GEOID03.
 ML0115
 ML0115.The dynamic height is computed by dividing the NAVD 88
 ML0115.geopotential number by the normal gravity value computed on the
 ML0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0115.degrees latitude (g = 980.6199 gals.).
 ML0115
 ML0115.The modeled gravity was interpolated from observed gravity values.
 ML0115
 ML0115;                    North         East    Units  Estimated Accuracy
 ML0115;SPC NE       -   208,390.      633,200.      MT  (+/- 180 meters Scaled)
 ML0115
 ML0115                          SUPERSEDED SURVEY CONTROL
 ML0115
 ML0115  NGVD 29 (??/??/92)  584.022  (m)         1916.08   (f) ADJ UNCH    2 0
 ML0115
 ML0115.Superseded values are not recommended for survey control.
 ML0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0115.See file dsdata.txt to determine how the superseded data were derived.
 ML0115
 ML0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM499165(NAD 83)
 ML0115_MARKER: DB = BENCH MARK DISK
 ML0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0115_STAMPING: A 311 1950
 ML0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0115+STABILITY: SURFACE MOTION
 ML0115
 ML0115  HISTORY     - Date     Condition        Report By
 ML0115  HISTORY     - 1950     MONUMENTED       CGS
 ML0115
 ML0115                          STATION DESCRIPTION
 ML0115
 ML0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0115'2 MI NW FROM SPALDING.
 ML0115'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0115'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, AT THE SPALDING AIRPORT,
 ML0115'350 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 300 FEET
 ML0115'SOUTHEAST OF A GATE IN A NORTH AND SOUTH FENCE, 3.2 FEET NORTHWEST
 ML0115'OF THE NORTHWEST CORNER OF THE HANGAR, SET IN THE TOP OF A
 ML0115'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1631 ***********************************************************************
 MK1631  DESIGNATION -  A 312
 MK1631  PID         -  MK1631
 MK1631  STATE/COUNTY-  NE/MADISON
 MK1631  USGS QUAD   -  NEWMAN GROVE (1985)
 MK1631
 MK1631                         *CURRENT SURVEY CONTROL
 MK1631  ___________________________________________________________________
 MK1631* NAD 83(1986)-  41 44 50.     (N)    097 47 39.     (W)     SCALED    
 MK1631* NAVD 88     -       530.676  (meters)    1741.06   (feet)  ADJUSTED  
 MK1631  ___________________________________________________________________
 MK1631  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 MK1631  DYNAMIC HT  -         530.459 (meters)    1740.35  (feet)  COMP
 MK1631  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 MK1631
 MK1631  VERT ORDER  -  SECOND    CLASS 0
 MK1631
 MK1631.The horizontal coordinates were scaled from a topographic map and have
 MK1631.an estimated accuracy of +/- 6 seconds.
 MK1631
 MK1631.The orthometric height was determined by differential leveling
 MK1631.and adjusted by the National Geodetic Survey in June 1991..
 MK1631
 MK1631.The geoid height was determined by GEOID03.
 MK1631
 MK1631.The dynamic height is computed by dividing the NAVD 88
 MK1631.geopotential number by the normal gravity value computed on the
 MK1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1631.degrees latitude (g = 980.6199 gals.).
 MK1631
 MK1631.The modeled gravity was interpolated from observed gravity values.
 MK1631
 MK1631;                    North         East    Units  Estimated Accuracy
 MK1631;SPC NE       -   214,830.      683,400.      MT  (+/- 180 meters Scaled)
 MK1631
 MK1631                          SUPERSEDED SURVEY CONTROL
 MK1631
 MK1631  NGVD 29 (??/??/92)  530.481  (m)         1740.42   (f) ADJ UNCH    2 0
 MK1631
 MK1631.Superseded values are not recommended for survey control.
 MK1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1631.See file dsdata.txt to determine how the superseded data were derived.
 MK1631
 MK1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM002224(NAD 83)
 MK1631_MARKER: DB = BENCH MARK DISK
 MK1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1631_STAMPING: A 312 1950
 MK1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1631+STABILITY: SURFACE MOTION
 MK1631
 MK1631  HISTORY     - Date     Condition        Report By
 MK1631  HISTORY     - 1950     MONUMENTED       CGS
 MK1631  HISTORY     - 1989     GOOD             LOCSUR
 MK1631
 MK1631                          STATION DESCRIPTION
 MK1631
 MK1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1631'0.8 MI NW FROM NEWMAN GROVE.
 MK1631'0.8 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1631'FROM THE STATION AT NEWMAN GROVE, AT A ROAD CROSSING, 43 FEET
 MK1631'EAST OF THE CENTER LINE OF THE ROAD, 45.7 FEET SOUTH OF THE SOUTH
 MK1631'RAIL, 6 FEET EAST OF A FENCE CORNER, 1.6 FEET NORTH OF A FENCE,
 MK1631'3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1631'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1631
 MK1631                          STATION RECOVERY (1989)
 MK1631
 MK1631'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0103 ***********************************************************************
 ML0103  DESIGNATION -  A 313
 ML0103  PID         -  ML0103
 ML0103  STATE/COUNTY-  NE/BOONE
 ML0103  USGS QUAD   -  ELGIN SW (1985)
 ML0103
 ML0103                         *CURRENT SURVEY CONTROL
 ML0103  ___________________________________________________________________
 ML0103* NAD 83(1986)-  41 46 14.     (N)    098 14 19.     (W)     SCALED    
 ML0103* NAVD 88     -       629.460  (meters)    2065.15   (feet)  ADJUSTED  
 ML0103  ___________________________________________________________________
 ML0103  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML0103  DYNAMIC HT  -         629.170 (meters)    2064.20  (feet)  COMP
 ML0103  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 ML0103
 ML0103  VERT ORDER  -  SECOND    CLASS 0
 ML0103
 ML0103.The horizontal coordinates were scaled from a topographic map and have
 ML0103.an estimated accuracy of +/- 6 seconds.
 ML0103
 ML0103.The orthometric height was determined by differential leveling
 ML0103.and adjusted by the National Geodetic Survey in June 1991..
 ML0103
 ML0103.The geoid height was determined by GEOID03.
 ML0103
 ML0103.The dynamic height is computed by dividing the NAVD 88
 ML0103.geopotential number by the normal gravity value computed on the
 ML0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0103.degrees latitude (g = 980.6199 gals.).
 ML0103
 ML0103.The modeled gravity was interpolated from observed gravity values.
 ML0103
 ML0103;                    North         East    Units  Estimated Accuracy
 ML0103;SPC NE       -   216,570.      646,400.      MT  (+/- 180 meters Scaled)
 ML0103
 ML0103                          SUPERSEDED SURVEY CONTROL
 ML0103
 ML0103  NGVD 29 (??/??/92)  629.220  (m)         2064.37   (f) ADJ UNCH    2 0
 ML0103
 ML0103.Superseded values are not recommended for survey control.
 ML0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0103.See file dsdata.txt to determine how the superseded data were derived.
 ML0103
 ML0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM632245(NAD 83)
 ML0103_MARKER: DB = BENCH MARK DISK
 ML0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0103_STAMPING: A 313 1950
 ML0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0103+STABILITY: SURFACE MOTION
 ML0103
 ML0103  HISTORY     - Date     Condition        Report By
 ML0103  HISTORY     - 1950     MONUMENTED       CGS
 ML0103
 ML0103                          STATION DESCRIPTION
 ML0103
 ML0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0103'8.7 MI W FROM LORETTO.
 ML0103'1.25 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0103'LORETTO, THENCE 7.45 MILES WEST ALONG A SAND ROAD, AT A ROAD
 ML0103'INTERSECTION, 300 FEET EAST OF A FARMHOUSE WHICH IS ON THE NORTH
 ML0103'SIDE OF THE ROAD, 68 FEET NORTH OF THE CENTER LINE OF AN EAST
 ML0103'AND WEST ROAD, 28 FEET NORTH OF A FENCE CORNER, 24 FEET EAST OF
 ML0103'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1.5 FEET WEST OF A
 ML0103'FENCE, 2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0103'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0027 ***********************************************************************
 MM0027  DESIGNATION -  A 314
 MM0027  PID         -  MM0027
 MM0027  STATE/COUNTY-  NE/BLAINE
 MM0027  USGS QUAD   -  DUNNING (1986)
 MM0027
 MM0027                         *CURRENT SURVEY CONTROL
 MM0027  ___________________________________________________________________
 MM0027* NAD 83(1986)-  41 48 44.     (N)    100 00 55.     (W)     SCALED    
 MM0027* NAVD 88     -       791.835  (meters)    2597.88   (feet)  ADJUSTED  
 MM0027  ___________________________________________________________________
 MM0027  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 MM0027  DYNAMIC HT  -         791.431 (meters)    2596.55  (feet)  COMP
 MM0027  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 MM0027
 MM0027  VERT ORDER  -  SECOND    CLASS 0
 MM0027
 MM0027.The horizontal coordinates were scaled from a topographic map and have
 MM0027.an estimated accuracy of +/- 6 seconds.
 MM0027
 MM0027.The orthometric height was determined by differential leveling
 MM0027.and adjusted by the National Geodetic Survey in June 1991..
 MM0027
 MM0027.The geoid height was determined by GEOID03.
 MM0027
 MM0027.The dynamic height is computed by dividing the NAVD 88
 MM0027.geopotential number by the normal gravity value computed on the
 MM0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0027.degrees latitude (g = 980.6199 gals.).
 MM0027
 MM0027.The modeled gravity was interpolated from observed gravity values.
 MM0027
 MM0027;                    North         East    Units  Estimated Accuracy
 MM0027;SPC NE       -   219,710.      498,730.      MT  (+/- 180 meters Scaled)
 MM0027
 MM0027                          SUPERSEDED SURVEY CONTROL
 MM0027
 MM0027  NGVD 29 (??/??/92)  791.546  (m)         2596.93   (f) ADJ UNCH    2 0
 MM0027
 MM0027.Superseded values are not recommended for survey control.
 MM0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0027.See file dsdata.txt to determine how the superseded data were derived.
 MM0027
 MM0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM156294(NAD 83)
 MM0027_MARKER: DB = BENCH MARK DISK
 MM0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0027_STAMPING: A 314 1950
 MM0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0027+STABILITY: SURFACE MOTION
 MM0027
 MM0027  HISTORY     - Date     Condition        Report By
 MM0027  HISTORY     - 1950     MONUMENTED       CGS
 MM0027  HISTORY     - 19850808 MARK NOT FOUND   USPSQD
 MM0027
 MM0027                          STATION DESCRIPTION
 MM0027
 MM0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0027'5.4 MI E FROM DUNNING.
 MM0027'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0027'RAILROAD FROM THE STATION AT DUNNING, THENCE 3.3 MILES EAST
 MM0027'ALONG A WINDING SAND ROAD, THENCE 1.0 MILE EAST ALONG A TELEPHONE
 MM0027'LINE, ON THE OUTSIDE OF A CURVE IN A ROAD, 200 FEET SOUTHWEST
 MM0027'OF A FARMHOUSE, 75 FEET NORTHWEST OF ANOTHER FARMHOUSE, 43 FEET
 MM0027'NORTHWEST OF THE CENTER LINE OF A ROAD, 1 FOOT EAST OF A FENCE,
 MM0027'2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MM0027'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MM0027
 MM0027                          STATION RECOVERY (1985)
 MM0027
 MM0027'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0527 ***********************************************************************
 LH0527  DESIGNATION -  A 315
 LH0527  PID         -  LH0527
 LH0527  STATE/COUNTY-  NE/BUFFALO
 LH0527  USGS QUAD   -  ALFALFA CENTER (1974)
 LH0527
 LH0527                         *CURRENT SURVEY CONTROL
 LH0527  ___________________________________________________________________
 LH0527* NAD 83(1986)-  40 41 59.     (N)    099 14 12.     (W)     SCALED    
 LH0527* NAVD 88     -       673.804  (meters)    2210.64   (feet)  ADJUSTED  
 LH0527  ___________________________________________________________________
 LH0527  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 LH0527  DYNAMIC HT  -         673.418 (meters)    2209.37  (feet)  COMP
 LH0527  MODELED GRAV-     980,029.1   (mgal)                       NAVD 88
 LH0527
 LH0527  VERT ORDER  -  FIRST     CLASS II
 LH0527
 LH0527.The horizontal coordinates were scaled from a topographic map and have
 LH0527.an estimated accuracy of +/- 6 seconds.
 LH0527
 LH0527.The orthometric height was determined by differential leveling
 LH0527.and adjusted by the National Geodetic Survey in June 1991..
 LH0527
 LH0527.The geoid height was determined by GEOID03.
 LH0527
 LH0527.The dynamic height is computed by dividing the NAVD 88
 LH0527.geopotential number by the normal gravity value computed on the
 LH0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0527.degrees latitude (g = 980.6199 gals.).
 LH0527
 LH0527.The modeled gravity was interpolated from observed gravity values.
 LH0527
 LH0527;                    North         East    Units  Estimated Accuracy
 LH0527;SPC NE       -    96,480.      564,500.      MT  (+/- 180 meters Scaled)
 LH0527
 LH0527                          SUPERSEDED SURVEY CONTROL
 LH0527
 LH0527  NGVD 29 (02/14/92)  673.544  (m)         2209.79   (f) ADJUSTED    1 2
 LH0527
 LH0527.Superseded values are not recommended for survey control.
 LH0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0527.See file dsdata.txt to determine how the superseded data were derived.
 LH0527
 LH0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML800054(NAD 83)
 LH0527_MARKER: DB = BENCH MARK DISK
 LH0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0527_SP_SET: CONCRETE POST
 LH0527_STAMPING: A 315 1950
 LH0527_MARK LOGO: CGS   
 LH0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0527+STABILITY: SURFACE MOTION
 LH0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0527+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0527
 LH0527  HISTORY     - Date     Condition        Report By
 LH0527  HISTORY     - 1950     MONUMENTED       CGS
 LH0527  HISTORY     - 19910923 GOOD             NGS
 LH0527  HISTORY     - 20050906 MARK NOT FOUND   NEDR
 LH0527
 LH0527                          STATION DESCRIPTION
 LH0527
 LH0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0527'1 MI E FROM ODESSA.
 LH0527'1.0 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0527'AT ODESSA, AT A ROAD CROSSING, 62 FEET WEST OF THE CENTER LINE
 LH0527'OF A DIRT ROAD LEADING SOUTH, 44 FEET SOUTH OF THE SOUTH RAIL
 LH0527'OF THE SOUTH TRACK, 23 FEET NORTH OF THE CENTER LINE OF A DIRT
 LH0527'ROAD LEADING WEST ALONG THE RAILROAD, 7 FEET SOUTHEAST OF A
 LH0527'POWER POLE, 1.3 FEET NORTH OF A FENCE, 1.3 FEET EAST OF A WITNESS
 LH0527'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 LH0527'ABOVE THE GROUND.
 LH0527
 LH0527                          STATION RECOVERY (1991)
 LH0527
 LH0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0527'13.0 KM (8.05 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0527'OF STATE HIGHWAY 44 IN KEARNEY, 65.0 M (213.3 FT) SOUTH OF THE
 LH0527'HIGHWAY CENTERLINE, 18.1 M (59.4 FT) WEST OF THE CENTER OF A GRAVELED
 LH0527'ROAD, 13.5 M (44.3 FT) SOUTH OF THE NEAR RAIL OF THE UNION PACIFIC
 LH0527'RAILROAD, 7.1 M (23.3 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 1.4
 LH0527'M (4.6 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A
 LH0527'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH0527
 LH0527                          STATION RECOVERY (2005)
 LH0527
 LH0527'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 LH0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0819 ***********************************************************************
 ML0819  DESIGNATION -  A 316
 ML0819  PID         -  ML0819
 ML0819  STATE/COUNTY-  NE/DAWSON
 ML0819  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0819
 ML0819                         *CURRENT SURVEY CONTROL
 ML0819  ___________________________________________________________________
 ML0819* NAD 83(1986)-  41 00 10.     (N)    099 38 40.     (W)     SCALED    
 ML0819* NAVD 88     -       770.930  (meters)    2529.29   (feet)  ADJUSTED  
 ML0819  ___________________________________________________________________
 ML0819  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 ML0819  DYNAMIC HT  -         770.489 (meters)    2527.85  (feet)  COMP
 ML0819  MODELED GRAV-     980,026.1   (mgal)                       NAVD 88
 ML0819
 ML0819  VERT ORDER  -  SECOND    CLASS 0
 ML0819
 ML0819.The horizontal coordinates were scaled from a topographic map and have
 ML0819.an estimated accuracy of +/- 6 seconds.
 ML0819
 ML0819.The orthometric height was determined by differential leveling
 ML0819.and adjusted by the National Geodetic Survey in June 1991..
 ML0819
 ML0819.The geoid height was determined by GEOID03.
 ML0819
 ML0819.The dynamic height is computed by dividing the NAVD 88
 ML0819.geopotential number by the normal gravity value computed on the
 ML0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0819.degrees latitude (g = 980.6199 gals.).
 ML0819
 ML0819.The modeled gravity was interpolated from observed gravity values.
 ML0819
 ML0819;                    North         East    Units  Estimated Accuracy
 ML0819;SPC NE       -   129,900.      529,900.      MT  (+/- 180 meters Scaled)
 ML0819
 ML0819                          SUPERSEDED SURVEY CONTROL
 ML0819
 ML0819  NGVD 29 (??/??/92)  770.645  (m)         2528.36   (f) ADJ UNCH    2 0
 ML0819
 ML0819.Superseded values are not recommended for survey control.
 ML0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0819.See file dsdata.txt to determine how the superseded data were derived.
 ML0819
 ML0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML458392(NAD 83)
 ML0819_MARKER: DB = BENCH MARK DISK
 ML0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0819_STAMPING: A 316 1950
 ML0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0819+STABILITY: SURFACE MOTION
 ML0819
 ML0819  HISTORY     - Date     Condition        Report By
 ML0819  HISTORY     - 1950     MONUMENTED       CGS
 ML0819
 ML0819                          STATION DESCRIPTION
 ML0819
 ML0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0819'1.5 MI SW FROM EDDYVILLE.
 ML0819'0.5 MILE SOUTH ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE POST
 ML0819'OFFICE AT EDDYVILLE, THENCE 1.0 MILE WEST ALONG A GRAVELED
 ML0819'ROAD, AT THE NORTHWEST CORNER OF A PASTURE, OVERLOOKING A RAVINE
 ML0819'TO THE SOUTHEAST, 80 FEET SOUTH OF THE CENTER LINE OF THE
 ML0819'GRAVELED ROAD, 43 FEET SOUTH OF A EAST-WEST FENCE LINE, 2.0
 ML0819'FEET EAST OF A SECTION LINE FENCE, 1.2 FEET NORTH OF A
 ML0819'REFERENCE POST, AND SET IN THE TOP OF A 5.2 FOOT CONCRETE POST
 ML0819'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0051 ***********************************************************************
 MM0051  DESIGNATION -  A 317
 MM0051  PID         -  MM0051
 MM0051  STATE/COUNTY-  NE/CUSTER
 MM0051  USGS QUAD   -  ARNOLD (1972)
 MM0051
 MM0051                         *CURRENT SURVEY CONTROL
 MM0051  ___________________________________________________________________
 MM0051* NAD 83(1986)-  41 25 20.     (N)    100 09 17.     (W)     SCALED    
 MM0051* NAVD 88     -       821.022  (meters)    2693.64   (feet)  ADJUSTED  
 MM0051  ___________________________________________________________________
 MM0051  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 MM0051  DYNAMIC HT  -         820.586 (meters)    2692.21  (feet)  COMP
 MM0051  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 MM0051
 MM0051  VERT ORDER  -  SECOND    CLASS 0
 MM0051
 MM0051.The horizontal coordinates were scaled from a topographic map and have
 MM0051.an estimated accuracy of +/- 6 seconds.
 MM0051
 MM0051.The orthometric height was determined by differential leveling
 MM0051.and adjusted by the National Geodetic Survey in June 1991..
 MM0051
 MM0051.The geoid height was determined by GEOID03.
 MM0051
 MM0051.The dynamic height is computed by dividing the NAVD 88
 MM0051.geopotential number by the normal gravity value computed on the
 MM0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0051.degrees latitude (g = 980.6199 gals.).
 MM0051
 MM0051.The modeled gravity was interpolated from observed gravity values.
 MM0051
 MM0051;                    North         East    Units  Estimated Accuracy
 MM0051;SPC NE       -   176,420.      487,070.      MT  (+/- 180 meters Scaled)
 MM0051
 MM0051                          SUPERSEDED SURVEY CONTROL
 MM0051
 MM0051  NGVD 29 (??/??/92)  820.778  (m)         2692.84   (f) ADJ UNCH    2 0
 MM0051
 MM0051.Superseded values are not recommended for survey control.
 MM0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0051.See file dsdata.txt to determine how the superseded data were derived.
 MM0051
 MM0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML035862(NAD 83)
 MM0051_MARKER: DB = BENCH MARK DISK
 MM0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MM0051_SP_SET: CULVERT
 MM0051_STAMPING: A 317 1950
 MM0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0051
 MM0051  HISTORY     - Date     Condition        Report By
 MM0051  HISTORY     - 1950     MONUMENTED       CGS
 MM0051
 MM0051                          STATION DESCRIPTION
 MM0051
 MM0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0051'1.9 MI E FROM ARNOLD.
 MM0051'1.9 MILES EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92 FROM THE
 MM0051'UNION PACIFIC RAILROAD STATION AT ARNOLD, AT A JUNCTION WITH A
 MM0051'DIRT ROAD LEADING NORTH, 137 FEET EAST OF THE EXTENDED CENTER LINE
 MM0051'OF THE ROAD LEADING NORTH, 14 FEET SOUTH OF THE CENTER LINE OF THE
 MM0051'HIGHWAY, AND SET IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL
 MM0051'OF A 4-FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1217 ***********************************************************************
 ML1217  DESIGNATION -  A 318 RESET
 ML1217  PID         -  ML1217
 ML1217  STATE/COUNTY-  NE/CUSTER
 ML1217  USGS QUAD   -  CALLAWAY NW (1951)
 ML1217
 ML1217                         *CURRENT SURVEY CONTROL
 ML1217  ___________________________________________________________________
 ML1217* NAD 83(1986)-  41 28 53.     (N)    099 56 33.     (W)     SCALED    
 ML1217* NAVD 88     -       905.91   (meters)    2972.1    (feet)  RESET     
 ML1217  ___________________________________________________________________
 ML1217  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 ML1217
 ML1217  VERT ORDER  -  THIRD
 ML1217
 ML1217.The horizontal coordinates were scaled from a topographic map and have
 ML1217.an estimated accuracy of +/- 6 seconds.
 ML1217
 ML1217.The orthometric height was computed from unverified reset data.
 ML1217.No vertical observational check was made to the station.
 ML1217
 ML1217.The geoid height was determined by GEOID03.
 ML1217
 ML1217;                    North         East    Units  Estimated Accuracy
 ML1217;SPC NE       -   182,980.      504,800.      MT  (+/- 180 meters Scaled)
 ML1217
 ML1217                          SUPERSEDED SURVEY CONTROL
 ML1217
 ML1217  NGVD 29 (08/02/06)  905.65   (m)         2971.3    (f) RESET       3  
 ML1217
 ML1217.Superseded values are not recommended for survey control.
 ML1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1217.See file dsdata.txt to determine how the superseded data were derived.
 ML1217
 ML1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML213926(NAD 83)
 ML1217_MARKER: DV = VERTICAL CONTROL DISK
 ML1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1217_SP_SET: CONCRETE POST
 ML1217_STAMPING: A 318 RESET 1984
 ML1217_MARK LOGO: NGS   
 ML1217_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1217+STABILITY: SURFACE MOTION
 ML1217
 ML1217  HISTORY     - Date     Condition        Report By
 ML1217  HISTORY     - 1984     MONUMENTED       NGS
 ML1217
 ML1217                          STATION DESCRIPTION
 ML1217
 ML1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ML1217'14.97 KM (9.30 MI) WEST ALONG STATE HIGHWAYS 70 AND 92 FROM THE
 ML1217'JUNCTION WITH STATE HIGHWAYS 2 AND 92 IN MERNA, TO A GRAVELED
 ML1217'CROSSROAD AND THE MARK ON THE RIGHT, IN THE NORTHWEST ANGLE OF THE
 ML1217'INTERSECTION, 18.3 M (60.0 FT) NORTH FROM THE CENTERLINE OF THE
 ML1217'HIGHWAY, 10.8 M (35.4 FT) WEST FROM THE CENTERLINE OF THE GRAVELED
 ML1217'ROAD, 1.53 M (5.02 FT) SOUTHWEST FROM A JUNCTION POWERLINE POLE, 0.32
 ML1217'M (1.05 FT) EAST FROM A WITNESS POST, SET IN THE TOP OF A 12-INCH
 ML1217'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND AND ABOUT 0.9 M
 ML1217'(3.0 FT) HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1216 ***********************************************************************
 ML1216  DESIGNATION -  A 319 RESET
 ML1216  PID         -  ML1216
 ML1216  STATE/COUNTY-  NE/CUSTER
 ML1216  USGS QUAD   -  MILBURN (1978)
 ML1216
 ML1216                         *CURRENT SURVEY CONTROL
 ML1216  ___________________________________________________________________
 ML1216* NAD 83(1986)-  41 41 52.     (N)    099 41 33.     (W)     SCALED    
 ML1216* NAVD 88     -       754.08   (meters)    2474.0    (feet)  RESET     
 ML1216  ___________________________________________________________________
 ML1216  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 ML1216
 ML1216  VERT ORDER  -  THIRD
 ML1216
 ML1216.The horizontal coordinates were scaled from a topographic map and have
 ML1216.an estimated accuracy of +/- 6 seconds.
 ML1216
 ML1216.The orthometric height was computed from unverified reset data.
 ML1216.No vertical observational check was made to the station.
 ML1216
 ML1216.The geoid height was determined by GEOID03.
 ML1216
 ML1216;                    North         East    Units  Estimated Accuracy
 ML1216;SPC NE       -   207,050.      525,590.      MT  (+/- 180 meters Scaled)
 ML1216
 ML1216                          SUPERSEDED SURVEY CONTROL
 ML1216
 ML1216  NGVD 29 (08/02/06)  753.79   (m)         2473.1    (f) RESET       3  
 ML1216
 ML1216.Superseded values are not recommended for survey control.
 ML1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1216.See file dsdata.txt to determine how the superseded data were derived.
 ML1216
 ML1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM423164(NAD 83)
 ML1216_MARKER: DV = VERTICAL CONTROL DISK
 ML1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1216_SP_SET: CONCRETE POST
 ML1216_STAMPING: A 319 1984
 ML1216_MARK LOGO: NGS   
 ML1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1216+STABILITY: SURFACE MOTION
 ML1216
 ML1216  HISTORY     - Date     Condition        Report By
 ML1216  HISTORY     - 1984     MONUMENTED       LOCENG
 ML1216
 ML1216                          STATION DESCRIPTION
 ML1216
 ML1216'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 ML1216'FROM THE COMMUNITY HALL IN MILBURN, THENCE SOUTHEASTERLY ON A
 ML1216'GRAVELED ROAD 3.5 MILES (5.6 KM) TO A CURVE IN THE ROAD TO THE EAST,
 ML1216'MONUMENT IS 237 FEET (72.2 M) SOUTHWESTERLY FROM THE CENTERLINE OF A
 ML1216'GRAVELED ROAD, 31.9 FEET (9.7 M) WEST OF THE SOUTHEAST CORNER OF
 ML1216'SECTION 14-TOWNSHIP 20 NORTH-RANGE 21 WEST, MONUMENT IS 1 FOOT (0.3
 ML1216'M) NORTH OF A CORNER POST OF A FENCE LINE EXTENDING WEST, SET A
 ML1216'WITNESS POST 1 FOOT (0.3 M) EAST OF MONUMENT WHICH IS A 12 INCH
 ML1216'CONCRETE POST WITH BRASS MONUMENT IN THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0261 ***********************************************************************
 MM0261  DESIGNATION -  A 32
 MM0261  PID         -  MM0261
 MM0261  STATE/COUNTY-  NE/GRANT
 MM0261  USGS QUAD   -  SPRING VALLEY (1985)
 MM0261
 MM0261                         *CURRENT SURVEY CONTROL
 MM0261  ___________________________________________________________________
 MM0261* NAD 83(1986)-  41 46 14.     (N)    101 40 57.     (W)     SCALED    
 MM0261* NAVD 88     -      1132.087  (meters)    3714.19   (feet)  ADJUSTED  
 MM0261  ___________________________________________________________________
 MM0261  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 MM0261  DYNAMIC HT  -        1131.438 (meters)    3712.06  (feet)  COMP
 MM0261  MODELED GRAV-     980,009.8   (mgal)                       NAVD 88
 MM0261
 MM0261  VERT ORDER  -  SECOND    CLASS 0
 MM0261
 MM0261.The horizontal coordinates were scaled from a topographic map and have
 MM0261.an estimated accuracy of +/- 6 seconds.
 MM0261
 MM0261.The orthometric height was determined by differential leveling
 MM0261.and adjusted by the National Geodetic Survey in June 1991..
 MM0261
 MM0261.The geoid height was determined by GEOID03.
 MM0261
 MM0261.The dynamic height is computed by dividing the NAVD 88
 MM0261.geopotential number by the normal gravity value computed on the
 MM0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0261.degrees latitude (g = 980.6199 gals.).
 MM0261
 MM0261.The modeled gravity was interpolated from observed gravity values.
 MM0261
 MM0261;                    North         East    Units  Estimated Accuracy
 MM0261;SPC NE       -   216,440.      360,160.      MT  (+/- 180 meters Scaled)
 MM0261
 MM0261                          SUPERSEDED SURVEY CONTROL
 MM0261
 MM0261  NGVD 29 (??/??/92) 1131.625  (m)         3712.67   (f) ADJ UNCH    2 0
 MM0261
 MM0261.Superseded values are not recommended for survey control.
 MM0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0261.See file dsdata.txt to determine how the superseded data were derived.
 MM0261
 MM0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM770277(NAD 83)
 MM0261_MARKER: DB = BENCH MARK DISK
 MM0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0261_STAMPING: A 32 1934
 MM0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0261+STABILITY: SURFACE MOTION
 MM0261
 MM0261  HISTORY     - Date     Condition        Report By
 MM0261  HISTORY     - 1934     MONUMENTED       CGS
 MM0261  HISTORY     - 1984     GOOD             USGS
 MM0261
 MM0261                          STATION DESCRIPTION
 MM0261
 MM0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0261'16.9 MI N FROM ARTHUR.
 MM0261'IN GRANT COUNTY, 16.9 MILES NORTH ALONG STATE HIGHWAY 61 FROM
 MM0261'ARTHUR, ARTHUR COUNTY, 200 YARDS NORTH OF A SMALL LAKE NEAR A
 MM0261'RANCH HOUSE, AND 30 FEET SOUTHWEST OF THE CENTERLINE OF THE
 MM0261'HIGHWAY.  A STANDARD DISK, STAMPED A 32 1934 AND SET IN THE TOP
 MM0261'OF A CONCRETE POST.
 MM0261
 MM0261                          STATION RECOVERY (1984)
 MM0261
 MM0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0261'HYANNIS, ABOUT 15.0 MILES SOUTH AND ABOUT 3.9 MILES EAST OF, T. 21
 MM0261'N., R. 38 W., ABOUT 650 FEET WEST OF THE CORNER OF SECTIONS 23, 24,
 MM0261'25, AND 26, ABOUT 1700 FEET NORTH OF A WINDMILL, 225 FEET EAST OF A
 MM0261'NORTH-SOUTH FENCE, 30 FEET SOUTHEAST OF A TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0833 ***********************************************************************
 LH0833  DESIGNATION -  A 320
 LH0833  PID         -  LH0833
 LH0833  STATE/COUNTY-  NE/DAWSON
 LH0833  USGS QUAD   -  LEXINGTON WEST (1983)
 LH0833
 LH0833                         *CURRENT SURVEY CONTROL
 LH0833  ___________________________________________________________________
 LH0833* NAD 83(1986)-  40 51 33.     (N)    099 45 59.     (W)     SCALED    
 LH0833* NAVD 88     -       742.754  (meters)    2436.85   (feet)  ADJUSTED  
 LH0833  ___________________________________________________________________
 LH0833  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 LH0833  DYNAMIC HT  -         742.323 (meters)    2435.44  (feet)  COMP
 LH0833  MODELED GRAV-     980,019.3   (mgal)                       NAVD 88
 LH0833
 LH0833  VERT ORDER  -  SECOND    CLASS 0
 LH0833
 LH0833.The horizontal coordinates were scaled from a topographic map and have
 LH0833.an estimated accuracy of +/- 6 seconds.
 LH0833
 LH0833.The orthometric height was determined by differential leveling
 LH0833.and adjusted by the National Geodetic Survey in June 1991..
 LH0833
 LH0833.The geoid height was determined by GEOID03.
 LH0833
 LH0833.The dynamic height is computed by dividing the NAVD 88
 LH0833.geopotential number by the normal gravity value computed on the
 LH0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0833.degrees latitude (g = 980.6199 gals.).
 LH0833
 LH0833.The modeled gravity was interpolated from observed gravity values.
 LH0833
 LH0833;                    North         East    Units  Estimated Accuracy
 LH0833;SPC NE       -   113,920.      519,690.      MT  (+/- 180 meters Scaled)
 LH0833
 LH0833                          SUPERSEDED SURVEY CONTROL
 LH0833
 LH0833  NGVD 29 (??/??/92)  742.469  (m)         2435.92   (f) ADJ UNCH    2 0
 LH0833
 LH0833.Superseded values are not recommended for survey control.
 LH0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0833.See file dsdata.txt to determine how the superseded data were derived.
 LH0833
 LH0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML354234(NAD 83)
 LH0833_MARKER: DB = BENCH MARK DISK
 LH0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0833_STAMPING: A 320 1950
 LH0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0833+STABILITY: SURFACE MOTION
 LH0833
 LH0833  HISTORY     - Date     Condition        Report By
 LH0833  HISTORY     - 1950     MONUMENTED       CGS
 LH0833
 LH0833                          STATION DESCRIPTION
 LH0833
 LH0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0833'6.8 MI NW FROM LEXINGTON.
 LH0833'0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0833'RAILROAD STATION AT LEXINGTON, THENCE 5.5 MILES NORTH ALONG
 LH0833'STATE HIGHWAY 21, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD,
 LH0833'AT A FARMHOUSE OCCUPIED BY O.W. HAMAR, 167 FEET SOUTHWEST
 LH0833'OF THE SOUTHWEST CORNER OF THE HOUSE, 81 FEET SOUTH OF THE
 LH0833'SOUTHEAST CORNER OF A BARN, 45 FEET NORTH OF THE CENTER LINE
 LH0833'OF AN EAST AND WEST ROAD, 29 FEET WEST OF THE CENTER LINE
 LH0833'OF A PRIVATE DRIVEWAY, 4.2 FEET NORTH OF A FENCE CORNER, 1.3
 LH0833'FEET EAST OF A FENCE, 3.5 FEET NORTH OF A WITNESS POST, SET
 LH0833'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1199 ***********************************************************************
 ML1199  DESIGNATION -  A 321 RESET
 ML1199  PID         -  ML1199
 ML1199  STATE/COUNTY-  NE/DAWSON
 ML1199  USGS QUAD   -  OCONTO SE (1974)
 ML1199
 ML1199                         *CURRENT SURVEY CONTROL
 ML1199  ___________________________________________________________________
 ML1199* NAD 83(1986)-  41 00 33.     (N)    099 47 08.     (W)     SCALED    
 ML1199* NAVD 88     -       815.73   (meters)    2676.3    (feet)  RESET     
 ML1199  ___________________________________________________________________
 ML1199  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 ML1199
 ML1199  VERT ORDER  -  THIRD
 ML1199
 ML1199.The horizontal coordinates were scaled from a topographic map and have
 ML1199.an estimated accuracy of +/- 6 seconds.
 ML1199
 ML1199.The orthometric height was computed from unverified reset data.
 ML1199.No vertical observational check was made to the station.
 ML1199
 ML1199.The geoid height was determined by GEOID03.
 ML1199
 ML1199;                    North         East    Units  Estimated Accuracy
 ML1199;SPC NE       -   130,570.      518,030.      MT  (+/- 180 meters Scaled)
 ML1199
 ML1199                          SUPERSEDED SURVEY CONTROL
 ML1199
 ML1199  NGVD 29 (08/02/06)  815.42   (m)         2675.3    (f) RESET       3  
 ML1199
 ML1199.Superseded values are not recommended for survey control.
 ML1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1199.See file dsdata.txt to determine how the superseded data were derived.
 ML1199
 ML1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML339400(NAD 83)
 ML1199_MARKER: DB = BENCH MARK DISK
 ML1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1199_SP_SET: CONCRETE POST
 ML1199_STAMPING: A 321 RESET 1987
 ML1199_MARK LOGO: NGS   
 ML1199_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1199+STABILITY: SURFACE MOTION
 ML1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1199+SATELLITE: SATELLITE OBSERVATIONS - 1987
 ML1199
 ML1199  HISTORY     - Date     Condition        Report By
 ML1199  HISTORY     - 1987     MONUMENTED       NGS
 ML1199
 ML1199                          STATION DESCRIPTION
 ML1199
 ML1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 ML1199'0.56 KM (0.35 MI) SOUTH AND WEST ALONG STATE HIGHWAY 24C SPUR, FROM
 ML1199'THE POST OFFICE IN EDDYVILLE, THEN 0.64 KM (0.40 MI) LEFT AND SOUTH
 ML1199'ALONG STATE HIGHWAY 40 TO A PAVED COUNTY ROAD ON THE RIGHT, THEN
 ML1199'10.54 KM (6.55 MI) RIGHT AND WEST ALONG THE PAVED ROAD TO STATE
 ML1199'HIGHWAY 21, THEN 0.40 KM (0.25 MI) LEFT AND SOUTH ALONG THE HIGHWAY
 ML1199'TO A GRADED ROAD ON THE RIGHT, THEN 4.10 KM (2.55 MI) WEST ON A
 ML1199'WINDING, GRADED ROAD TO A Y-FORK AND THE MARK ON THE LEFT, 23.00 M
 ML1199'(75.5 FT) SOUTHWEST FROM THE CENTERLINE OF A CURVE TO THE WEST, 8.23 M
 ML1199'(27.0 FT) EAST FROM THE CENTERLINE OF AN OLD FARM DRIVEWAY, 0.46 M
 ML1199'(1.5 FT) NORTHWEST FROM A WITNESS POST AND SET INTO THE TOP OF A
 ML1199'CONCRETE POST THAT PROJECTS 0.23 M (0.8 FT) ABOVE THE GROUND AND IS
 ML1199'ABOUT 0.6 M (2.0 FT) BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0815 ***********************************************************************
 ML0815  DESIGNATION -  A 322
 ML0815  PID         -  ML0815
 ML0815  STATE/COUNTY-  NE/CUSTER
 ML0815  USGS QUAD   -  CALLAWAY (1978)
 ML0815
 ML0815                         *CURRENT SURVEY CONTROL
 ML0815  ___________________________________________________________________
 ML0815* NAD 83(1986)-  41 19 32.     (N)    099 55 17.     (W)     SCALED    
 ML0815* NAVD 88     -       803.921  (meters)    2637.53   (feet)  ADJUSTED  
 ML0815  ___________________________________________________________________
 ML0815  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 ML0815  DYNAMIC HT  -         803.487 (meters)    2636.11  (feet)  COMP
 ML0815  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 ML0815
 ML0815  VERT ORDER  -  SECOND    CLASS 0
 ML0815
 ML0815.The horizontal coordinates were scaled from a topographic map and have
 ML0815.an estimated accuracy of +/- 6 seconds.
 ML0815
 ML0815.The orthometric height was determined by differential leveling
 ML0815.and adjusted by the National Geodetic Survey in June 1991..
 ML0815
 ML0815.The geoid height was determined by GEOID03.
 ML0815
 ML0815.The dynamic height is computed by dividing the NAVD 88
 ML0815.geopotential number by the normal gravity value computed on the
 ML0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0815.degrees latitude (g = 980.6199 gals.).
 ML0815
 ML0815.The modeled gravity was interpolated from observed gravity values.
 ML0815
 ML0815;                    North         East    Units  Estimated Accuracy
 ML0815;SPC NE       -   165,680.      506,580.      MT  (+/- 180 meters Scaled)
 ML0815
 ML0815                          SUPERSEDED SURVEY CONTROL
 ML0815
 ML0815  NGVD 29 (??/??/92)  803.673  (m)         2636.72   (f) ADJ UNCH    2 0
 ML0815
 ML0815.Superseded values are not recommended for survey control.
 ML0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0815.See file dsdata.txt to determine how the superseded data were derived.
 ML0815
 ML0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML228753(NAD 83)
 ML0815_MARKER: DB = BENCH MARK DISK
 ML0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0815_STAMPING: A 322 1950
 ML0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0815+STABILITY: SURFACE MOTION
 ML0815
 ML0815  HISTORY     - Date     Condition        Report By
 ML0815  HISTORY     - 1950     MONUMENTED       CGS
 ML0815
 ML0815                          STATION DESCRIPTION
 ML0815
 ML0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0815'2.8 MI N FROM CALLAWAY.
 ML0815'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0815'RAILROAD STATION AT CALLAWAY, THENCE 1.5 MILES NORTH ALONG A
 ML0815'GRAVELED ROAD, THENCE 1.0 MILE NORTHEAST ALONG A WINDING GRAVELED
 ML0815'ROAD, ON THE SOUTH SLOPE OF A HILL, 61 FEET WEST OF THE CENTER
 ML0815'LINE OF THE ROAD, 0.3 MILE NORTH OF A ROAD LEADING EAST, 1.5
 ML0815'FEET EAST OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN
 ML0815'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 ML0815'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0682 ***********************************************************************
 ML0682  DESIGNATION -  A 323
 ML0682  PID         -  ML0682
 ML0682  STATE/COUNTY-  NE/VALLEY
 ML0682  USGS QUAD   -  ARCADIA WEST (1978)
 ML0682
 ML0682                         *CURRENT SURVEY CONTROL
 ML0682  ___________________________________________________________________
 ML0682* NAD 83(1986)-  41 26 06.     (N)    099 08 06.     (W)     SCALED    
 ML0682* NAVD 88     -       660.884  (meters)    2168.25   (feet)  ADJUSTED  
 ML0682  ___________________________________________________________________
 ML0682  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 ML0682  DYNAMIC HT  -         660.551 (meters)    2167.16  (feet)  COMP
 ML0682  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 ML0682
 ML0682  VERT ORDER  -  FIRST     CLASS II
 ML0682
 ML0682.The horizontal coordinates were scaled from a topographic map and have
 ML0682.an estimated accuracy of +/- 6 seconds.
 ML0682
 ML0682.The orthometric height was determined by differential leveling
 ML0682.and adjusted by the National Geodetic Survey in June 1991..
 ML0682
 ML0682.The geoid height was determined by GEOID03.
 ML0682
 ML0682.The dynamic height is computed by dividing the NAVD 88
 ML0682.geopotential number by the normal gravity value computed on the
 ML0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0682.degrees latitude (g = 980.6199 gals.).
 ML0682
 ML0682.The modeled gravity was interpolated from observed gravity values.
 ML0682
 ML0682;                    North         East    Units  Estimated Accuracy
 ML0682;SPC NE       -   178,190.      572,270.      MT  (+/- 180 meters Scaled)
 ML0682
 ML0682                          SUPERSEDED SURVEY CONTROL
 ML0682
 ML0682  NGVD 29 (??/??/92)  660.638  (m)         2167.44   (f) ADJ UNCH    1 2
 ML0682
 ML0682.Superseded values are not recommended for survey control.
 ML0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0682.See file dsdata.txt to determine how the superseded data were derived.
 ML0682
 ML0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML887870(NAD 83)
 ML0682_MARKER: DB = BENCH MARK DISK
 ML0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0682_STAMPING: A 323 1950
 ML0682_MARK LOGO: CGS   
 ML0682_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0682+STABILITY: SURFACE MOTION
 ML0682
 ML0682  HISTORY     - Date     Condition        Report By
 ML0682  HISTORY     - 1950     MONUMENTED       CGS
 ML0682  HISTORY     - 19950605 GOOD             NGS
 ML0682
 ML0682                          STATION DESCRIPTION
 ML0682
 ML0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0682'0.4 MI NW FROM ARCADIA.
 ML0682'0.4 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0682'RAILROAD FROM THE STATION AT ARCADIA, AT A ROAD CROSSING, 21
 ML0682'RAILS NORTHWEST OF MILEPOST 54, 40 FEET EAST OF THE CENTER
 ML0682'LINE OF A ROAD, 35 FEET NORTHEAST OF THE NORTHEAST RAIL, 60
 ML0682'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 9 FEET
 ML0682'EAST OF A POWER POLE, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE
 ML0682'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0682
 ML0682                          STATION RECOVERY (1995)
 ML0682
 ML0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0682'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0948 ***********************************************************************
 ML0948  DESIGNATION -  A 324
 ML0948  PID         -  ML0948
 ML0948  STATE/COUNTY-  NE/BLAINE
 ML0948  USGS QUAD   -  ALMERIA NW (1978)
 ML0948
 ML0948                         *CURRENT SURVEY CONTROL
 ML0948  ___________________________________________________________________
 ML0948* NAD 83(1986)-  41 54 26.     (N)    099 42 21.     (W)     SCALED    
 ML0948* NAVD 88     -       748.155  (meters)    2454.57   (feet)  ADJUSTED  
 ML0948  ___________________________________________________________________
 ML0948  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 ML0948  DYNAMIC HT  -         747.796 (meters)    2453.39  (feet)  COMP
 ML0948  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 ML0948
 ML0948  VERT ORDER  -  SECOND    CLASS 0
 ML0948
 ML0948.The horizontal coordinates were scaled from a topographic map and have
 ML0948.an estimated accuracy of +/- 6 seconds.
 ML0948
 ML0948.The orthometric height was determined by differential leveling
 ML0948.and adjusted by the National Geodetic Survey in June 1991..
 ML0948
 ML0948.The geoid height was determined by GEOID03.
 ML0948
 ML0948.The dynamic height is computed by dividing the NAVD 88
 ML0948.geopotential number by the normal gravity value computed on the
 ML0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0948.degrees latitude (g = 980.6199 gals.).
 ML0948
 ML0948.The modeled gravity was interpolated from observed gravity values.
 ML0948
 ML0948;                    North         East    Units  Estimated Accuracy
 ML0948;SPC NE       -   230,300.      524,400.      MT  (+/- 180 meters Scaled)
 ML0948
 ML0948                          SUPERSEDED SURVEY CONTROL
 ML0948
 ML0948  NGVD 29 (??/??/92)  747.880  (m)         2453.67   (f) ADJ UNCH    2 0
 ML0948
 ML0948.Superseded values are not recommended for survey control.
 ML0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0948.See file dsdata.txt to determine how the superseded data were derived.
 ML0948
 ML0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM414397(NAD 83)
 ML0948_MARKER: DB = BENCH MARK DISK
 ML0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0948_STAMPING: A 324 1950
 ML0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0948+STABILITY: SURFACE MOTION
 ML0948
 ML0948  HISTORY     - Date     Condition        Report By
 ML0948  HISTORY     - 1950     MONUMENTED       CGS
 ML0948
 ML0948                          STATION DESCRIPTION
 ML0948
 ML0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0948'10.2 MI E FROM BREWSTER.
 ML0948'8.7 MILES EAST ALONG STATE HIGHWAY 91 FROM THE COURTHOUSE AT
 ML0948'BREWSTER, THENCE 1.5 MILES SOUTH ALONG A SAND ROAD, 41 FEET
 ML0948'NORTH OF A FENCE CORNER, 12 FEET WEST OF THE CENTER LINE OF THE
 ML0948'ROAD, 1.3 FEET EAST OF A FENCE, 1.6 FEET NORTH OF A WITNESS POST,
 ML0948'33 FEET NORTH OF THE CENTER OF A GATE, SET IN THE TOP OF A
 ML0948'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1479 ***********************************************************************
 MK1479  DESIGNATION -  A 325
 MK1479  PID         -  MK1479
 MK1479  STATE/COUNTY-  NE/MERRICK
 MK1479  USGS QUAD   -  CLARKS (1962)
 MK1479
 MK1479                         *CURRENT SURVEY CONTROL
 MK1479  ___________________________________________________________________
 MK1479* NAD 83(1986)-  41 11 05.     (N)    097 49 23.     (W)     SCALED    
 MK1479* NAVD 88     -       497.844  (meters)    1633.34   (feet)  ADJUSTED  
 MK1479  ___________________________________________________________________
 MK1479  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 MK1479  DYNAMIC HT  -         497.602 (meters)    1632.55  (feet)  COMP
 MK1479  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 MK1479
 MK1479  VERT ORDER  -  SECOND    CLASS 0
 MK1479
 MK1479.The horizontal coordinates were scaled from a topographic map and have
 MK1479.an estimated accuracy of +/- 6 seconds.
 MK1479
 MK1479.The orthometric height was determined by differential leveling
 MK1479.and adjusted by the National Geodetic Survey in June 1991..
 MK1479
 MK1479.The geoid height was determined by GEOID03.
 MK1479
 MK1479.The dynamic height is computed by dividing the NAVD 88
 MK1479.geopotential number by the normal gravity value computed on the
 MK1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1479.degrees latitude (g = 980.6199 gals.).
 MK1479
 MK1479.The modeled gravity was interpolated from observed gravity values.
 MK1479
 MK1479;                    North         East    Units  Estimated Accuracy
 MK1479;SPC NE       -   152,340.      682,570.      MT  (+/- 180 meters Scaled)
 MK1479
 MK1479                          SUPERSEDED SURVEY CONTROL
 MK1479
 MK1479  NGVD 29 (??/??/92)  497.634  (m)         1632.65   (f) ADJ UNCH    2 0
 MK1479
 MK1479.Superseded values are not recommended for survey control.
 MK1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1479.See file dsdata.txt to determine how the superseded data were derived.
 MK1479
 MK1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL987599(NAD 83)
 MK1479_MARKER: DB = BENCH MARK DISK
 MK1479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1479_SP_SET: BRIDGE ABUTMENT
 MK1479_STAMPING: A 325 1950
 MK1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1479
 MK1479  HISTORY     - Date     Condition        Report By
 MK1479  HISTORY     - 1950     MONUMENTED       CGS
 MK1479
 MK1479                          STATION DESCRIPTION
 MK1479
 MK1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1479'5.7 MI SE FROM CLARKS.
 MK1479'2.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1479'STATION AT CLARKS, THENCE 3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY
 MK1479'30 A, 13.8 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MK1479'0.1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE
 MK1479'NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE MIDDLE ONE
 MK1479'OF THREE BRIDGES OVER THE PLATTE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1497 ***********************************************************************
 MK1497  DESIGNATION -  A 326
 MK1497  PID         -  MK1497
 MK1497  STATE/COUNTY-  NE/POLK
 MK1497  USGS QUAD   -  STROMSBURG (1965)
 MK1497
 MK1497                         *CURRENT SURVEY CONTROL
 MK1497  ___________________________________________________________________
 MK1497* NAD 83(1986)-  41 06 48.     (N)    097 35 51.     (W)     SCALED    
 MK1497* NAVD 88     -       511.724  (meters)    1678.88   (feet)  ADJUSTED  
 MK1497  ___________________________________________________________________
 MK1497  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 MK1497  DYNAMIC HT  -         511.472 (meters)    1678.05  (feet)  COMP
 MK1497  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 MK1497
 MK1497  VERT ORDER  -  SECOND    CLASS 0
 MK1497
 MK1497.The horizontal coordinates were scaled from a topographic map and have
 MK1497.an estimated accuracy of +/- 6 seconds.
 MK1497
 MK1497.The orthometric height was determined by differential leveling
 MK1497.and adjusted by the National Geodetic Survey in June 1991..
 MK1497
 MK1497.The geoid height was determined by GEOID03.
 MK1497
 MK1497.The dynamic height is computed by dividing the NAVD 88
 MK1497.geopotential number by the normal gravity value computed on the
 MK1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1497.degrees latitude (g = 980.6199 gals.).
 MK1497
 MK1497.The modeled gravity was interpolated from observed gravity values.
 MK1497
 MK1497;                    North         East    Units  Estimated Accuracy
 MK1497;SPC NE       -   144,920.      701,700.      MT  (+/- 180 meters Scaled)
 MK1497
 MK1497                          SUPERSEDED SURVEY CONTROL
 MK1497
 MK1497  NGVD 29 (??/??/92)  511.520  (m)         1678.21   (f) ADJ UNCH    2 0
 MK1497
 MK1497.Superseded values are not recommended for survey control.
 MK1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1497.See file dsdata.txt to determine how the superseded data were derived.
 MK1497
 MK1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL177522(NAD 83)
 MK1497_MARKER: DB = BENCH MARK DISK
 MK1497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1497_SP_SET: WALL
 MK1497_STAMPING: A 326 1950
 MK1497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1497
 MK1497  HISTORY     - Date     Condition        Report By
 MK1497  HISTORY     - 1950     MONUMENTED       CGS
 MK1497
 MK1497                          STATION DESCRIPTION
 MK1497
 MK1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1497'AT STROMSBURG.
 MK1497'AT STROMSBURG, AT THE CITY PARK, SET VERTICALLY IN THE EAST
 MK1497'WALL OF THE POLICE STATION AND JAIL, 2 FEET ABOVE THE SIDEWALK,
 MK1497'1.1 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1493 ***********************************************************************
 MK1493  DESIGNATION -  A 327 RESET
 MK1493  PID         -  MK1493
 MK1493  STATE/COUNTY-  NE/POLK
 MK1493  USGS QUAD   -  SILVER CREEK (1958)
 MK1493
 MK1493                         *CURRENT SURVEY CONTROL
 MK1493  ___________________________________________________________________
 MK1493* NAD 83(1986)-  41 16 41.     (N)    097 39 21.     (W)     SCALED    
 MK1493* NAVD 88     -       474.53   (meters)    1556.9    (feet)  RESET     
 MK1493  ___________________________________________________________________
 MK1493  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 MK1493
 MK1493  VERT ORDER  -  THIRD
 MK1493
 MK1493.The horizontal coordinates were scaled from a topographic map and have
 MK1493.an estimated accuracy of +/- 6 seconds.
 MK1493
 MK1493.The orthometric height was computed from unverified reset data.
 MK1493
 MK1493.The geoid height was determined by GEOID03.
 MK1493
 MK1493;                    North         East    Units  Estimated Accuracy
 MK1493;SPC NE       -   163,060.      696,310.      MT  (+/- 180 meters Scaled)
 MK1493
 MK1493                          SUPERSEDED SURVEY CONTROL
 MK1493
 MK1493.No superseded survey control is available for this station.
 MK1493
 MK1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL125704(NAD 83)
 MK1493_MARKER: DB = BENCH MARK DISK
 MK1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1493_STAMPING: A 327 RESET 1969
 MK1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1493+STABILITY: SURFACE MOTION
 MK1493
 MK1493  HISTORY     - Date     Condition        Report By
 MK1493  HISTORY     - 1969     MONUMENTED       CGS
 MK1493
 MK1493                          STATION DESCRIPTION
 MK1493
 MK1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MK1493'2.7 MI S FROM SILVER CREEK.
 MK1493'2.7 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE IN
 MK1493'SILVER CREEK, 53 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 MK1493'39, 33 FEET NORTH OF DRIVEWAY TO FARM HOUSE AND 1 FOOT NORTH OF
 MK1493'A WITNESS POST.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MK1493'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0593 ***********************************************************************
 ML0593  DESIGNATION -  A 328
 ML0593  PID         -  ML0593
 ML0593  STATE/COUNTY-  NE/CUSTER
 ML0593  USGS QUAD   -  COMSTOCK (1978)
 ML0593
 ML0593                         *CURRENT SURVEY CONTROL
 ML0593  ___________________________________________________________________
 ML0593* NAD 83(1986)-  41 30 26.     (N)    099 12 59.     (W)     SCALED    
 ML0593* NAVD 88     -       678.128  (meters)    2224.82   (feet)  ADJUSTED  
 ML0593  ___________________________________________________________________
 ML0593  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 ML0593  DYNAMIC HT  -         677.786 (meters)    2223.70  (feet)  COMP
 ML0593  MODELED GRAV-     980,096.5   (mgal)                       NAVD 88
 ML0593
 ML0593  VERT ORDER  -  FIRST     CLASS II
 ML0593
 ML0593.The horizontal coordinates were scaled from a topographic map and have
 ML0593.an estimated accuracy of +/- 6 seconds.
 ML0593
 ML0593.The orthometric height was determined by differential leveling
 ML0593.and adjusted by the National Geodetic Survey in June 1991..
 ML0593
 ML0593.The geoid height was determined by GEOID03.
 ML0593
 ML0593.The dynamic height is computed by dividing the NAVD 88
 ML0593.geopotential number by the normal gravity value computed on the
 ML0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0593.degrees latitude (g = 980.6199 gals.).
 ML0593
 ML0593.The modeled gravity was interpolated from observed gravity values.
 ML0593
 ML0593;                    North         East    Units  Estimated Accuracy
 ML0593;SPC NE       -   186,140.      565,400.      MT  (+/- 180 meters Scaled)
 ML0593
 ML0593                          SUPERSEDED SURVEY CONTROL
 ML0593
 ML0593  NGVD 29 (??/??/92)  677.876  (m)         2224.00   (f) ADJ UNCH    1 2
 ML0593
 ML0593.Superseded values are not recommended for survey control.
 ML0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0593.See file dsdata.txt to determine how the superseded data were derived.
 ML0593
 ML0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML819950(NAD 83)
 ML0593_MARKER: DB = BENCH MARK DISK
 ML0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0593_STAMPING: A 328 1950
 ML0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0593+STABILITY: SURFACE MOTION
 ML0593
 ML0593  HISTORY     - Date     Condition        Report By
 ML0593  HISTORY     - 1950     MONUMENTED       CGS
 ML0593
 ML0593                          STATION DESCRIPTION
 ML0593
 ML0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0593'3.8 MI SE FROM COMSTOCK.
 ML0593'3.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0593'RAILROAD FROM THE STATION AT COMSTOCK, 0.2 MILE NORTHWEST OF
 ML0593'A PRIVATE ROAD CROSSING, 48 FEET SOUTHWEST OF THE SOUTHWEST
 ML0593'RAIL, 4 FEET NORTHWEST OF A TELEGRAPH POLE, 113 FEET NORTHWEST
 ML0593'OF A FENCE CORNER, 1.2 FEET NORTHEAST OF A FENCE, 1.6 FEET
 ML0593'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0593'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0506 ***********************************************************************
 ML0506  DESIGNATION -  A 329
 ML0506  PID         -  ML0506
 ML0506  STATE/COUNTY-  NE/VALLEY
 ML0506  USGS QUAD   -  ORD (1985)
 ML0506
 ML0506                         *CURRENT SURVEY CONTROL
 ML0506  ___________________________________________________________________
 ML0506* NAD 83(1986)-  41 34 56.     (N)    098 58 03.     (W)     SCALED    
 ML0506* NAVD 88     -       636.197  (meters)    2087.26   (feet)  ADJUSTED  
 ML0506  ___________________________________________________________________
 ML0506  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 ML0506  DYNAMIC HT  -         635.885 (meters)    2086.23  (feet)  COMP
 ML0506  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 ML0506
 ML0506  VERT ORDER  -  SECOND    CLASS 0
 ML0506
 ML0506.The horizontal coordinates were scaled from a topographic map and have
 ML0506.an estimated accuracy of +/- 6 seconds.
 ML0506
 ML0506.The orthometric height was determined by differential leveling
 ML0506.and adjusted by the National Geodetic Survey in June 1991..
 ML0506
 ML0506.The geoid height was determined by GEOID03.
 ML0506
 ML0506.The dynamic height is computed by dividing the NAVD 88
 ML0506.geopotential number by the normal gravity value computed on the
 ML0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0506.degrees latitude (g = 980.6199 gals.).
 ML0506
 ML0506.The modeled gravity was interpolated from observed gravity values.
 ML0506
 ML0506;                    North         East    Units  Estimated Accuracy
 ML0506;SPC NE       -   194,690.      586,070.      MT  (+/- 180 meters Scaled)
 ML0506
 ML0506                          SUPERSEDED SURVEY CONTROL
 ML0506
 ML0506  NGVD 29 (??/??/92)  635.945  (m)         2086.43   (f) ADJ UNCH    2 0
 ML0506
 ML0506.Superseded values are not recommended for survey control.
 ML0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0506.See file dsdata.txt to determine how the superseded data were derived.
 ML0506
 ML0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM027033(NAD 83)
 ML0506_MARKER: DB = BENCH MARK DISK
 ML0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0506_SP_SET: CULVERT
 ML0506_STAMPING: A 329 1950
 ML0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0506
 ML0506  HISTORY     - Date     Condition        Report By
 ML0506  HISTORY     - 1950     MONUMENTED       CGS
 ML0506
 ML0506                          STATION DESCRIPTION
 ML0506
 ML0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0506'2.9 MI SW FROM ORD.
 ML0506'2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 ML0506'AT ORD, 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, LEVEL
 ML0506'WITH THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH
 ML0506'HEADWALL OF A 5 X 10 FOOT CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0230 ***********************************************************************
 LJ0230  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0230  DESIGNATION -  A 33
 LJ0230  PID         -  LJ0230
 LJ0230  STATE/COUNTY-  NE/DUNDY
 LJ0230  USGS QUAD   -  PARKS (1961)
 LJ0230
 LJ0230                         *CURRENT SURVEY CONTROL
 LJ0230  ___________________________________________________________________
 LJ0230* NAD 83(1995)-  40 02 26.53276(N)    101 43 29.33050(W)     ADJUSTED  
 LJ0230* NAVD 88     -       944.167  (meters)    3097.65   (feet)  POSTED    
 LJ0230  ___________________________________________________________________
 LJ0230  X           -    -993,806.498 (meters)                     COMP
 LJ0230  Y           -  -4,788,465.558 (meters)                     COMP
 LJ0230  Z           -   4,082,039.291 (meters)                     COMP
 LJ0230  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LJ0230  ELLIP HEIGHT-         921.14  (meters)          (09/24/01) GPS OBS
 LJ0230  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 LJ0230  DYNAMIC HT  -         943.480 (meters)    3095.40  (feet)  COMP
 LJ0230  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 LJ0230
 LJ0230  HORZ ORDER  -  B
 LJ0230  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LJ0230  ELLP ORDER  -  FOURTH    CLASS I
 LJ0230
 LJ0230.The horizontal coordinates were established by GPS observations
 LJ0230.and adjusted by the National Geodetic Survey in June 1996..
 LJ0230
 LJ0230.The orthometric height was determined by differential leveling
 LJ0230.and adjusted by the National Geodetic Survey in 1992..
 LJ0230.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LJ0230.rate of 2.1 thru 3.0 mm/km.
 LJ0230.WARNING-GPS observations at this control monument resulted in a GPS
 LJ0230.derived orthometric height which differed from the leveled height by
 LJ0230.more than one decimeter (0.1 meter).
 LJ0230
 LJ0230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0230
 LJ0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0230
 LJ0230.The ellipsoidal height was determined by GPS observations
 LJ0230.and is referenced to NAD 83.
 LJ0230
 LJ0230.The geoid height was determined by GEOID03.
 LJ0230
 LJ0230.The dynamic height is computed by dividing the NAVD 88
 LJ0230.geopotential number by the normal gravity value computed on the
 LJ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0230.degrees latitude (g = 980.6199 gals.).
 LJ0230
 LJ0230.The modeled gravity was interpolated from observed gravity values.
 LJ0230
 LJ0230;                    North         East     Units Scale Factor Converg.
 LJ0230;SPC NE       -    24,493.932   352,811.403   MT  0.99998186   -1 08 34.9
 LJ0230;UTM  14      - 4,435,832.542   267,533.584   MT  1.00026532   -1 45 13.5
 LJ0230
 LJ0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0230!SPC NE       -   0.99985551  x   0.99998186  =   0.99983738
 LJ0230!UTM  14      -   0.99985551  x   1.00026532  =   1.00012080
 LJ0230
 LJ0230                          SUPERSEDED SURVEY CONTROL
 LJ0230
 LJ0230  ELLIP H (06/25/96)  921.18   (m)                       GP(       ) 1 1
 LJ0230  NGVD 29 (??/??/92)  943.766  (m)         3096.34   (f) ADJ UNCH    1 2
 LJ0230
 LJ0230.Superseded values are not recommended for survey control.
 LJ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0230.See file dsdata.txt to determine how the superseded data were derived.
 LJ0230
 LJ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK6753435833(NAD 83)
 LJ0230_MARKER: DB = BENCH MARK DISK
 LJ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0230_STAMPING: A 33 1933 3096.339
 LJ0230_MARK LOGO: CGS   
 LJ0230_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0230+STABILITY: SURFACE MOTION
 LJ0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0230+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1995
 LJ0230
 LJ0230  HISTORY     - Date     Condition        Report By
 LJ0230  HISTORY     - 1933     MONUMENTED       CGS
 LJ0230  HISTORY     - 1960     GOOD             USGS
 LJ0230  HISTORY     - 19950718 GOOD             NGS
 LJ0230
 LJ0230                          STATION DESCRIPTION
 LJ0230
 LJ0230'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LJ0230'AT PARKS.
 LJ0230'AT PARKS, DUNDY COUNTY, 113 FEET EAST OF THE SOUTHEAST CORNER
 LJ0230'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 43 FEET
 LJ0230'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 33 FEET SOUTH OF A
 LJ0230'SIGNAL LIGHT, 1 FOOT WEST OF A POLE IN A ROW OF TELEGRAPH POLES,
 LJ0230'AND ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  A STANDARD
 LJ0230'DISK, STAMPED 3096.339 A 33 1933.  AND SET IN THE TOP OF A
 LJ0230'CONCRETE POST.
 LJ0230
 LJ0230                          STATION RECOVERY (1995)
 LJ0230
 LJ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0230'THE MARK IS LOCATED IN PARKS, ABOUT 400 FT (121.9 M) SOUTHEAST OF THE
 LJ0230'POST OFFICE, ON THE SOUTH RIGHT-OF-WAY OF THE BURLINGTON NORTHERN
 LJ0230'RAILROAD AND IN THE NE 1/4, SEC21, T1N, R39W.  THE DISK IS SET INTO
 LJ0230'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.4 FT
 LJ0230'(12.2 CM) BELOW THE GROUND SURFACE.  IT IS 242.0 FT (73.8 M)
 LJ0230'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HEAD HOUSE OF THE PARKS
 LJ0230'GRAIN ELEVATOR, 53.7 FT (16.4 M) NORTH-NORTHWEST OF THE WEST GATEPOST
 LJ0230'OF A GATE IN THE SOUTH RIGHT-OF-WAY FENCE, 42.9 FT (13.1 M) SOUTH OF
 LJ0230'THE SOUTH RAIL OF THE MAIN TRACK, 35.3 FT (10.8 M) SOUTH OF A SIGNAL
 LJ0230'LIGHT, 3.0 FT (0.9 M) EAST OF A WITNESS POST, 3.0 FT (0.9 M) WEST OF A
 LJ0230'WITNESS POST AND ABOUT 3 FT (0.9 M) LOWER THAN THE TRACKS.  REBAR WAS
 LJ0230'DRIVEN ALONG THE NORTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0889 ***********************************************************************
 MK0889  DESIGNATION -  A 330
 MK0889  PID         -  MK0889
 MK0889  STATE/COUNTY-  NE/BUTLER
 MK0889  USGS QUAD   -  ROGERS (1968)
 MK0889
 MK0889                         *CURRENT SURVEY CONTROL
 MK0889  ___________________________________________________________________
 MK0889* NAD 83(1986)-  41 22 47.     (N)    096 59 04.     (W)     SCALED    
 MK0889* NAVD 88     -       463.069  (meters)    1519.25   (feet)  ADJUSTED  
 MK0889  ___________________________________________________________________
 MK0889  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 MK0889  DYNAMIC HT  -         462.863 (meters)    1518.58  (feet)  COMP
 MK0889  MODELED GRAV-     980,165.2   (mgal)                       NAVD 88
 MK0889
 MK0889  VERT ORDER  -  SECOND    CLASS 0
 MK0889
 MK0889.The horizontal coordinates were scaled from a topographic map and have
 MK0889.an estimated accuracy of +/- 6 seconds.
 MK0889
 MK0889.The orthometric height was determined by differential leveling
 MK0889.and adjusted by the National Geodetic Survey in June 1991..
 MK0889
 MK0889.The geoid height was determined by GEOID03.
 MK0889
 MK0889.The dynamic height is computed by dividing the NAVD 88
 MK0889.geopotential number by the normal gravity value computed on the
 MK0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0889.degrees latitude (g = 980.6199 gals.).
 MK0889
 MK0889.The modeled gravity was interpolated from observed gravity values.
 MK0889
 MK0889;                    North         East    Units  Estimated Accuracy
 MK0889;SPC NE       -   176,090.      752,120.      MT  (+/- 180 meters Scaled)
 MK0889
 MK0889                          SUPERSEDED SURVEY CONTROL
 MK0889
 MK0889  NGVD 29 (??/??/92)  462.900  (m)         1518.70   (f) ADJ UNCH    2 0
 MK0889
 MK0889.Superseded values are not recommended for survey control.
 MK0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0889.See file dsdata.txt to determine how the superseded data were derived.
 MK0889
 MK0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL685828(NAD 83)
 MK0889_MARKER: DB = BENCH MARK DISK
 MK0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0889_STAMPING: A 330 1950
 MK0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0889+STABILITY: SURFACE MOTION
 MK0889
 MK0889  HISTORY     - Date     Condition        Report By
 MK0889  HISTORY     - 1950     MONUMENTED       CGS
 MK0889
 MK0889                          STATION DESCRIPTION
 MK0889
 MK0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0889'5 MI SW FROM LINWOOD.
 MK0889'0.4 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0889'LINWOOD, THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.35
 MK0889'MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 1.2 MILES WEST
 MK0889'ALONG A GRAVELED ROAD, THENCE 0.9 MILE WEST ALONG A GRADED
 MK0889'DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, 66
 MK0889'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 23 FEET
 MK0889'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 4 FEET SOUTH
 MK0889'OF A POWER POLE, 7 FEET EAST OF A WITNESS POST, SET IN THE TOP
 MK0889'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK0889'THIS MARK IS 1.1 MILES EAST OF BENCH MARK Z 329.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0911 ***********************************************************************
 MK0911  DESIGNATION -  A 331
 MK0911  PID         -  MK0911
 MK0911  STATE/COUNTY-  NE/SAUNDERS
 MK0911  USGS QUAD   -  NORTH BEND (1968)
 MK0911
 MK0911                         *CURRENT SURVEY CONTROL
 MK0911  ___________________________________________________________________
 MK0911* NAD 83(1986)-  41 25 49.     (N)    096 45 44.     (W)     SCALED    
 MK0911* NAVD 88     -       394.851  (meters)    1295.44   (feet)  ADJUSTED  
 MK0911  ___________________________________________________________________
 MK0911  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 MK0911  DYNAMIC HT  -         394.681 (meters)    1294.88  (feet)  COMP
 MK0911  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 MK0911
 MK0911  VERT ORDER  -  SECOND    CLASS 0
 MK0911
 MK0911.The horizontal coordinates were scaled from a topographic map and have
 MK0911.an estimated accuracy of +/- 6 seconds.
 MK0911
 MK0911.The orthometric height was determined by differential leveling
 MK0911.and adjusted by the National Geodetic Survey in June 1991..
 MK0911
 MK0911.The geoid height was determined by GEOID03.
 MK0911
 MK0911.The dynamic height is computed by dividing the NAVD 88
 MK0911.geopotential number by the normal gravity value computed on the
 MK0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0911.degrees latitude (g = 980.6199 gals.).
 MK0911
 MK0911.The modeled gravity was interpolated from observed gravity values.
 MK0911
 MK0911;                    North         East    Units  Estimated Accuracy
 MK0911;SPC NE       -   182,370.      770,480.      MT  (+/- 180 meters Scaled)
 MK0911
 MK0911                          SUPERSEDED SURVEY CONTROL
 MK0911
 MK0911  NGVD 29 (??/??/92)  394.698  (m)         1294.94   (f) ADJ UNCH    2 0
 MK0911
 MK0911.Superseded values are not recommended for survey control.
 MK0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0911.See file dsdata.txt to determine how the superseded data were derived.
 MK0911
 MK0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL869889(NAD 83)
 MK0911_MARKER: DB = BENCH MARK DISK
 MK0911_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0911_SP_SET: WALL
 MK0911_STAMPING: A 331 1950
 MK0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0911
 MK0911  HISTORY     - Date     Condition        Report By
 MK0911  HISTORY     - 1950     MONUMENTED       CGS
 MK0911
 MK0911                          STATION DESCRIPTION
 MK0911
 MK0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0911'AT MORSE BLUFF.
 MK0911'AT MORSE BLUFF, 9 FEET EAST OF THE NORTH DOOR OF THE HIGH SCHOOL,
 MK0911'24.4 FEET WEST OF THE NORTHEAST CORNER OF THE SCHOOL, 3.3 FEET
 MK0911'ABOVE THE GROUND, SET VERTICALLY IN THE NORTH BRICK WALL OF THE
 MK0911'SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0975 ***********************************************************************
 ML0975  DESIGNATION -  A 332
 ML0975  PID         -  ML0975
 ML0975  STATE/COUNTY-  NE/CUSTER
 ML0975  USGS QUAD   -  MILBURN (1978)
 ML0975
 ML0975                         *CURRENT SURVEY CONTROL
 ML0975  ___________________________________________________________________
 ML0975* NAD 83(1986)-  41 42 19.     (N)    099 44 29.     (W)     SCALED    
 ML0975* NAVD 88     -       756.608  (meters)    2482.30   (feet)  ADJUSTED  
 ML0975  ___________________________________________________________________
 ML0975  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 ML0975  DYNAMIC HT  -         756.220 (meters)    2481.03  (feet)  COMP
 ML0975  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 ML0975
 ML0975  VERT ORDER  -  SECOND    CLASS 0
 ML0975
 ML0975.The horizontal coordinates were scaled from a topographic map and have
 ML0975.an estimated accuracy of +/- 6 seconds.
 ML0975
 ML0975.The orthometric height was determined by differential leveling
 ML0975.and adjusted by the National Geodetic Survey in June 1991..
 ML0975
 ML0975.The geoid height was determined by GEOID03.
 ML0975
 ML0975.The dynamic height is computed by dividing the NAVD 88
 ML0975.geopotential number by the normal gravity value computed on the
 ML0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0975.degrees latitude (g = 980.6199 gals.).
 ML0975
 ML0975.The modeled gravity was interpolated from observed gravity values.
 ML0975
 ML0975;                    North         East    Units  Estimated Accuracy
 ML0975;SPC NE       -   207,870.      521,520.      MT  (+/- 180 meters Scaled)
 ML0975
 ML0975                          SUPERSEDED SURVEY CONTROL
 ML0975
 ML0975  NGVD 29 (??/??/92)  756.322  (m)         2481.37   (f) ADJ UNCH    2 0
 ML0975
 ML0975.Superseded values are not recommended for survey control.
 ML0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0975.See file dsdata.txt to determine how the superseded data were derived.
 ML0975
 ML0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM383173(NAD 83)
 ML0975_MARKER: DB = BENCH MARK DISK
 ML0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0975_STAMPING: A 332 1950
 ML0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0975+STABILITY: SURFACE MOTION
 ML0975
 ML0975  HISTORY     - Date     Condition        Report By
 ML0975  HISTORY     - 1950     MONUMENTED       CGS
 ML0975
 ML0975                          STATION DESCRIPTION
 ML0975
 ML0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0975'1.6 MI SW FROM MILBURN.
 ML0975'1.1 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 ML0975'AT MILBURN, THENCE 0.5 MILE WEST ALONG A GRADED DIRT ROAD, 50
 ML0975'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 40 FEET
 ML0975'WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTH
 ML0975'ALONG THE EAST EDGE OF A LONG ROW OF TREES, 18.6 FEET NORTH OF
 ML0975'A FENCE, 10.8 FEET EAST OF A COTTONWOOD TREE, 8.6 FEET WEST OF
 ML0975'ANOTHER COTTONWOOD TREE, 1 FOOT SOUTH OF A WITNESS POST, SET IN
 ML0975'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 ML0975'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0167 ***********************************************************************
 LH0167  DESIGNATION -  A 334
 LH0167  PID         -  LH0167
 LH0167  STATE/COUNTY-  NE/HAMILTON
 LH0167  USGS QUAD   -  MURPHY (1969)
 LH0167
 LH0167                         *CURRENT SURVEY CONTROL
 LH0167  ___________________________________________________________________
 LH0167* NAD 83(1986)-  40 59 20.     (N)    098 02 17.     (W)     SCALED    
 LH0167* NAVD 88     -       557.998  (meters)    1830.70   (feet)  ADJUSTED  
 LH0167  ___________________________________________________________________
 LH0167  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 LH0167  DYNAMIC HT  -         557.710 (meters)    1829.75  (feet)  COMP
 LH0167  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 LH0167
 LH0167  VERT ORDER  -  SECOND    CLASS 0
 LH0167
 LH0167.The horizontal coordinates were scaled from a topographic map and have
 LH0167.an estimated accuracy of +/- 6 seconds.
 LH0167
 LH0167.The orthometric height was determined by differential leveling
 LH0167.and adjusted by the National Geodetic Survey in June 1991..
 LH0167
 LH0167.The geoid height was determined by GEOID03.
 LH0167
 LH0167.The dynamic height is computed by dividing the NAVD 88
 LH0167.geopotential number by the normal gravity value computed on the
 LH0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0167.degrees latitude (g = 980.6199 gals.).
 LH0167
 LH0167.The modeled gravity was interpolated from observed gravity values.
 LH0167
 LH0167;                    North         East    Units  Estimated Accuracy
 LH0167;SPC NE       -   130,170.      665,030.      MT  (+/- 180 meters Scaled)
 LH0167
 LH0167                          SUPERSEDED SURVEY CONTROL
 LH0167
 LH0167  NGVD 29 (??/??/92)  557.766  (m)         1829.94   (f) ADJ UNCH    2 0
 LH0167
 LH0167.Superseded values are not recommended for survey control.
 LH0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0167.See file dsdata.txt to determine how the superseded data were derived.
 LH0167
 LH0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL809379(NAD 83)
 LH0167_MARKER: DB = BENCH MARK DISK
 LH0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0167_STAMPING: A 334 1950
 LH0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0167+STABILITY: SURFACE MOTION
 LH0167
 LH0167  HISTORY     - Date     Condition        Report By
 LH0167  HISTORY     - 1950     MONUMENTED       CGS
 LH0167
 LH0167                          STATION DESCRIPTION
 LH0167
 LH0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0167'2.4 MI SW FROM MARQUETTE.
 LH0167'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0167'MARQUETTE, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT A
 LH0167'ROAD INTERSECTION, 43 FEET WEST OF THE CENTER LINE OF A NORTH
 LH0167'AND SOUTH ROAD, 33 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 LH0167'WEST ROAD, 6 FEET WEST OF A TELEPHONE POLE, 3.7 FEET SOUTHEAST
 LH0167'OF A POWER POLE, 3.7 FEET SOUTH OF A FENCE, 1.3 FEET EAST OF A
 LH0167'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0167'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1322 ***********************************************************************
 MK1322  DESIGNATION -  A 335
 MK1322  PID         -  MK1322
 MK1322  STATE/COUNTY-  NE/POLK
 MK1322  USGS QUAD   -  COLUMBUS SW (1976)
 MK1322
 MK1322                         *CURRENT SURVEY CONTROL
 MK1322  ___________________________________________________________________
 MK1322* NAD 83(1986)-  41 18 29.     (N)    097 25 33.     (W)     SCALED    
 MK1322* NAVD 88     -       458.764  (meters)    1505.13   (feet)  ADJUSTED  
 MK1322  ___________________________________________________________________
 MK1322  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 MK1322  DYNAMIC HT  -         458.558 (meters)    1504.45  (feet)  COMP
 MK1322  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 MK1322
 MK1322  VERT ORDER  -  SECOND    CLASS 0
 MK1322
 MK1322.The horizontal coordinates were scaled from a topographic map and have
 MK1322.an estimated accuracy of +/- 6 seconds.
 MK1322
 MK1322.The orthometric height was determined by differential leveling
 MK1322.and adjusted by the National Geodetic Survey in June 1991..
 MK1322
 MK1322.The geoid height was determined by GEOID03.
 MK1322
 MK1322.The dynamic height is computed by dividing the NAVD 88
 MK1322.geopotential number by the normal gravity value computed on the
 MK1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1322.degrees latitude (g = 980.6199 gals.).
 MK1322
 MK1322.The modeled gravity was interpolated from observed gravity values.
 MK1322
 MK1322;                    North         East    Units  Estimated Accuracy
 MK1322;SPC NE       -   166,940.      715,460.      MT  (+/- 180 meters Scaled)
 MK1322
 MK1322                          SUPERSEDED SURVEY CONTROL
 MK1322
 MK1322  NGVD 29 (??/??/92)  458.581  (m)         1504.53   (f) ADJ UNCH    2 0
 MK1322
 MK1322.Superseded values are not recommended for survey control.
 MK1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1322.See file dsdata.txt to determine how the superseded data were derived.
 MK1322
 MK1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL317741(NAD 83)
 MK1322_MARKER: DB = BENCH MARK DISK
 MK1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1322_STAMPING: A 335 1950
 MK1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1322+STABILITY: SURFACE MOTION
 MK1322
 MK1322  HISTORY     - Date     Condition        Report By
 MK1322  HISTORY     - 1950     MONUMENTED       CGS
 MK1322
 MK1322                          STATION DESCRIPTION
 MK1322
 MK1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1322'12 MI SE FROM DUNCAN.
 MK1322'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1322'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A GRAVELED
 MK1322'ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 4.0
 MK1322'MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG
 MK1322'A GRAVELED ROAD, AT A ROAD INTERSECTION, 0.15 MILE SOUTHEAST OF
 MK1322'A FARMHOUSE, 48 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MK1322'SOUTH ROAD, 21 FEET WEST OF A FENCE CORNER, 25 FEET SOUTH OF
 MK1322'THE CENTER LINE OF AN EAST AND WEST ROAD, 1.9 FEET SOUTH OF A
 MK1322'FENCE, 3.6 FEET SOUTHEAST OF A WITNESS POST, AT THE EAST END
 MK1322'OF AN EAST AND WEST WINDBREAK, SET IN THE TOP OF A CONCRETE
 MK1322'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS
 MK1322'IS 1.0 MILE WEST OF BENCH MARK K 335.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0250 ***********************************************************************
 ML0250  DESIGNATION -  A 336
 ML0250  PID         -  ML0250
 ML0250  STATE/COUNTY-  NE/MERRICK
 ML0250  USGS QUAD   -  HORD (1962)
 ML0250
 ML0250                         *CURRENT SURVEY CONTROL
 ML0250  ___________________________________________________________________
 ML0250* NAD 83(1986)-  41 11 28.     (N)    098 00 08.     (W)     SCALED    
 ML0250* NAVD 88     -       512.647  (meters)    1681.91   (feet)  ADJUSTED  
 ML0250  ___________________________________________________________________
 ML0250  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 ML0250  DYNAMIC HT  -         512.400 (meters)    1681.10  (feet)  COMP
 ML0250  MODELED GRAV-     980,125.6   (mgal)                       NAVD 88
 ML0250
 ML0250  VERT ORDER  -  SECOND    CLASS 0
 ML0250
 ML0250.The horizontal coordinates were scaled from a topographic map and have
 ML0250.an estimated accuracy of +/- 6 seconds.
 ML0250
 ML0250.The orthometric height was determined by differential leveling
 ML0250.and adjusted by the National Geodetic Survey in June 1991..
 ML0250
 ML0250.The geoid height was determined by GEOID03.
 ML0250
 ML0250.The dynamic height is computed by dividing the NAVD 88
 ML0250.geopotential number by the normal gravity value computed on the
 ML0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0250.degrees latitude (g = 980.6199 gals.).
 ML0250
 ML0250.The modeled gravity was interpolated from observed gravity values.
 ML0250
 ML0250;                    North         East    Units  Estimated Accuracy
 ML0250;SPC NE       -   152,680.      667,530.      MT  (+/- 180 meters Scaled)
 ML0250
 ML0250                          SUPERSEDED SURVEY CONTROL
 ML0250
 ML0250  NGVD 29 (??/??/92)  512.421  (m)         1681.17   (f) ADJ UNCH    2 0
 ML0250
 ML0250.Superseded values are not recommended for survey control.
 ML0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0250.See file dsdata.txt to determine how the superseded data were derived.
 ML0250
 ML0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL836604(NAD 83)
 ML0250_MARKER: DB = BENCH MARK DISK
 ML0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0250_STAMPING: A 336 1950
 ML0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0250+STABILITY: SURFACE MOTION
 ML0250
 ML0250  HISTORY     - Date     Condition        Report By
 ML0250  HISTORY     - 1950     MONUMENTED       CGS
 ML0250  HISTORY     - 1981     GOOD             LOCSUR
 ML0250
 ML0250                          STATION DESCRIPTION
 ML0250
 ML0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0250'5.4 MI N FROM CENTRAL CITY.
 ML0250'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0250'AT CENTRAL CITY, THENCE 5.15 MILES NORTH ALONG STATE HIGHWAY
 ML0250'14, AT THE INTERSECTION WITH STATE HIGHWAY 92, AT THE D.E.
 ML0250'CAGLE FARMHOUSE, 120 FEET NORTH OF THE CENTER LINE OF STATE
 ML0250'HIGHWAY 92, 37 FEET WEST OF THE CENTER LINE OF A DIRT ROAD
 ML0250'LEADING NORTH, 8.8 FEET NORTH OF A POWER POLE, 3.2 FEET
 ML0250'NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 1.4 FEET WEST
 ML0250'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0250'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0250
 ML0250                          STATION RECOVERY (1981)
 ML0250
 ML0250'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 ML0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0117 ***********************************************************************
 LH0117  DESIGNATION -  A 337
 LH0117  PID         -  LH0117
 LH0117  STATE/COUNTY-  NE/HAMILTON
 LH0117  USGS QUAD   -  GILTNER (1967)
 LH0117
 LH0117                         *CURRENT SURVEY CONTROL
 LH0117  ___________________________________________________________________
 LH0117* NAD 83(1986)-  40 46 15.     (N)    098 12 57.     (W)     SCALED    
 LH0117* NAVD 88     -       563.005  (meters)    1847.13   (feet)  ADJUSTED  
 LH0117  ___________________________________________________________________
 LH0117  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 LH0117  DYNAMIC HT  -         562.703 (meters)    1846.13  (feet)  COMP
 LH0117  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 LH0117
 LH0117  VERT ORDER  -  SECOND    CLASS 0
 LH0117
 LH0117.The horizontal coordinates were scaled from a topographic map and have
 LH0117.an estimated accuracy of +/- 6 seconds.
 LH0117
 LH0117.The orthometric height was determined by differential leveling
 LH0117.and adjusted by the National Geodetic Survey in June 1991..
 LH0117
 LH0117.The geoid height was determined by GEOID03.
 LH0117
 LH0117.The dynamic height is computed by dividing the NAVD 88
 LH0117.geopotential number by the normal gravity value computed on the
 LH0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0117.degrees latitude (g = 980.6199 gals.).
 LH0117
 LH0117.The modeled gravity was interpolated from observed gravity values.
 LH0117
 LH0117;                    North         East    Units  Estimated Accuracy
 LH0117;SPC NE       -   105,640.      650,580.      MT  (+/- 180 meters Scaled)
 LH0117
 LH0117                          SUPERSEDED SURVEY CONTROL
 LH0117
 LH0117  NGVD 29 (??/??/92)  562.769  (m)         1846.35   (f) ADJ UNCH    2 0
 LH0117
 LH0117.Superseded values are not recommended for survey control.
 LH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0117.See file dsdata.txt to determine how the superseded data were derived.
 LH0117
 LH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL661136(NAD 83)
 LH0117_MARKER: DB = BENCH MARK DISK
 LH0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0117_SP_SET: CULVERT
 LH0117_STAMPING: A 337 1950
 LH0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0117
 LH0117  HISTORY     - Date     Condition        Report By
 LH0117  HISTORY     - 1950     MONUMENTED       CGS
 LH0117  HISTORY     - 1971     MARK NOT FOUND   NGS
 LH0117  HISTORY     - 1976     POOR             NGS
 LH0117
 LH0117                          STATION DESCRIPTION
 LH0117
 LH0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0117'8 MI E FROM DONIPHAN.
 LH0117'1.5 MILES EAST ALONG U.S. HIGHWAYS 281 AND 34 FROM THE UNION
 LH0117'PACIFIC RAILROAD STATION AT DONIPHAN, THENCE 6.5 MILES EAST ALONG
 LH0117'A GRAVELED ROAD, 0.5 MILE EAST OF THE KROUTWICK SCHOOL, 0.1 MILE
 LH0117'EAST OF A WHITE TWO STORY FARMHOUSE WHICH IS ON THE SOUTH SIDE
 LH0117'OF THE ROAD, 20 FEET SOUTH OF THE MOST EASTERLY ONE OF A SMALL
 LH0117'GROVE OF ASH TREES, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LH0117'SET IN THE TOP OF THE CENTER OF THE NORTH HEADWALL OF A 7 FOOT
 LH0117'CONCRETE CULVERT, 4 FEET LOWER THAN THE LEVEL OF THE ROAD.
 LH0117'NOTE-- IT APPEARS THE MARK WOULD STILL BE IN PLACE BUT WATER
 LH0117'WAS AT THE BOTTOM OF CULVERT AT THE TIME OF RECOVERY.
 LH0117
 LH0117                          STATION RECOVERY (1971)
 LH0117
 LH0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LH0117'MARK NOT FOUND.
 LH0117
 LH0117                          STATION RECOVERY (1976)
 LH0117
 LH0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LH0117'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0934 ***********************************************************************
 LH0934  DESIGNATION -  A 337 RESET
 LH0934  PID         -  LH0934
 LH0934  STATE/COUNTY-  NE/HAMILTON
 LH0934  USGS QUAD   -  GILTNER (1967)
 LH0934
 LH0934                         *CURRENT SURVEY CONTROL
 LH0934  ___________________________________________________________________
 LH0934* NAD 83(1986)-  40 46 15.     (N)    098 12 57.     (W)     SCALED    
 LH0934* NAVD 88     -       565.12   (+/-2cm)    1854.1    (feet)  VERTCON   
 LH0934  ___________________________________________________________________
 LH0934  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 LH0934
 LH0934  VERT ORDER  -  THIRD (See Below)
 LH0934
 LH0934.The horizontal coordinates were scaled from a topographic map and have
 LH0934.an estimated accuracy of +/- 6 seconds.
 LH0934
 LH0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0934.The vertical order pertains to the NGVD 29 superseded value.
 LH0934
 LH0934.The geoid height was determined by GEOID03.
 LH0934
 LH0934;                    North         East    Units  Estimated Accuracy
 LH0934;SPC NE       -   105,640.      650,580.      MT  (+/- 180 meters Scaled)
 LH0934
 LH0934                          SUPERSEDED SURVEY CONTROL
 LH0934
 LH0934  NGVD 29 (08/02/06)  564.89   (m)         1853.3    (f) RESET       3  
 LH0934
 LH0934.Superseded values are not recommended for survey control.
 LH0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0934.See file dsdata.txt to determine how the superseded data were derived.
 LH0934
 LH0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL661136(NAD 83)
 LH0934_MARKER: DB = BENCH MARK DISK
 LH0934_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 LH0934_STAMPING: A 337 RESET 1976
 LH0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0934+STABILITY: SURFACE MOTION
 LH0934
 LH0934  HISTORY     - Date     Condition        Report By
 LH0934  HISTORY     - 1976     MONUMENTED       NGS
 LH0934
 LH0934                          STATION DESCRIPTION
 LH0934
 LH0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 LH0934'8.0 MI EAST FROM DONIPHAN.
 LH0934'1.5 MILES EAST ALONG A SURFACED ROAD FROM THE UNION PACIFIC RAILROAD
 LH0934'TRACK IN DONIPHAN, THENCE 6.5 MILES EAST ALONG A GRAVELED ROAD, 52
 LH0934'FEET SOUTH OF THE CENTER OF THE ROAD, 30 FEET WEST OF A CORNER FENCE
 LH0934'POST (THE ONE HALF MILE LINE) AND 6 INCHES NORTH OF AN EAST-WEST
 LH0934'FENCE.  A 4-INCH CAST ALUMINUM BENCH MARK SET FLUSH WITH THE GROUND
 LH0934'SURFACE.
 LH0934'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 LH0934'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0627 ***********************************************************************
 ML0627  DESIGNATION -  A 338
 ML0627  PID         -  ML0627
 ML0627  STATE/COUNTY-  NE/VALLEY
 ML0627  USGS QUAD   -  ELYRIA (1952)
 ML0627
 ML0627                         *CURRENT SURVEY CONTROL
 ML0627  ___________________________________________________________________
 ML0627* NAD 83(1986)-  41 43 41.     (N)    099 04 16.     (W)     SCALED    
 ML0627* NAVD 88     -       649.380  (meters)    2130.51   (feet)  ADJUSTED  
 ML0627  ___________________________________________________________________
 ML0627  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 ML0627  DYNAMIC HT  -         649.068 (meters)    2129.48  (feet)  COMP
 ML0627  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 ML0627
 ML0627  VERT ORDER  -  SECOND    CLASS 0
 ML0627
 ML0627.The horizontal coordinates were scaled from a topographic map and have
 ML0627.an estimated accuracy of +/- 6 seconds.
 ML0627
 ML0627.The orthometric height was determined by differential leveling
 ML0627.and adjusted by the National Geodetic Survey in June 1991..
 ML0627
 ML0627.The geoid height was determined by GEOID03.
 ML0627
 ML0627.The dynamic height is computed by dividing the NAVD 88
 ML0627.geopotential number by the normal gravity value computed on the
 ML0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0627.degrees latitude (g = 980.6199 gals.).
 ML0627
 ML0627.The modeled gravity was interpolated from observed gravity values.
 ML0627
 ML0627;                    North         East    Units  Estimated Accuracy
 ML0627;SPC NE       -   210,780.      577,260.      MT  (+/- 180 meters Scaled)
 ML0627
 ML0627                          SUPERSEDED SURVEY CONTROL
 ML0627
 ML0627  NGVD 29 (??/??/92)  649.124  (m)         2129.67   (f) ADJ UNCH    2 0
 ML0627
 ML0627.Superseded values are not recommended for survey control.
 ML0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0627.See file dsdata.txt to determine how the superseded data were derived.
 ML0627
 ML0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM940195(NAD 83)
 ML0627_MARKER: DB = BENCH MARK DISK
 ML0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0627_STAMPING: A 338 1950
 ML0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0627+STABILITY: SURFACE MOTION
 ML0627
 ML0627  HISTORY     - Date     Condition        Report By
 ML0627  HISTORY     - 1950     MONUMENTED       CGS
 ML0627  HISTORY     - 1985     GOOD             NEDR
 ML0627  HISTORY     - 1985     GOOD             NGS
 ML0627
 ML0627                          STATION DESCRIPTION
 ML0627
 ML0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0627'5 MI NW FROM ELYRIA.
 ML0627'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 ML0627'AT ELYRIA, ON THE NORTHWEST BANK OF A WOODED RAVINE, 0.15
 ML0627'MILE NORTHWEST OF A JUNCTION WITH A ROAD LEADING WEST, 58 FEET
 ML0627'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 111 FEET SOUTHWEST
 ML0627'OF THE SOUTHWEST RAIL, 6 FEET EAST OF A TELEPHONE POLE, 2 FEET
 ML0627'NORTHWEST OF A WITNESS POST, 6 FEET ABOVE THE LEVEL OF THE
 ML0627'HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0627'0.5 FOOT ABOVE THE GROUND.  THIS MARK IS 1.1 MILES SOUTHEAST
 ML0627'OF BENCH MARK A 126.
 ML0627
 ML0627                          STATION RECOVERY (1985)
 ML0627
 ML0627'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0627'RECOVERED IN GOOD CONDITION.
 ML0627
 ML0627                          STATION RECOVERY (1985)
 ML0627
 ML0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0627'8.05 KM (5.0 MI) NORTHWEST ALONG STATE HIGHWAY 11, FROM THE POST
 ML0627'OFFICE AT ELYRIA, TO THE MARK ON THE RIGHT, ABOUT 15 M (50 FT)
 ML0627'NORTHWEST OF A CHASM, 18.0 M (59.0 FT) NORTHEAST FROM THE CENTERLINE
 ML0627'AT THE HIGHWAY, 10.36 M (34.0 FT) NORTHEAST FROM THE CENTER OF THE
 ML0627'NORTHWEST HEADWALL OF A CONCRETE CULVERT WHICH LIES PARALLEL TO THE
 ML0627'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0161 ***********************************************************************
 NP0161  DESIGNATION -  A 339
 NP0161  PID         -  NP0161
 NP0161  STATE/COUNTY-  NE/BOX BUTTE
 NP0161  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0161
 NP0161                         *CURRENT SURVEY CONTROL
 NP0161  ___________________________________________________________________
 NP0161* NAD 83(1995)-  42 05 26.51211(N)    102 49 05.79566(W)     ADJUSTED  
 NP0161* NAVD 88     -      1202.967  (meters)    3946.73   (feet)  ADJUSTED  
 NP0161  ___________________________________________________________________
 NP0161  X           -  -1,051,865.159 (meters)                     COMP
 NP0161  Y           -  -4,622,975.491 (meters)                     COMP
 NP0161  Z           -   4,253,878.918 (meters)                     COMP
 NP0161  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 NP0161  ELLIP HEIGHT-        1184.30  (meters)          (12/19/01) GPS OBS
 NP0161  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 NP0161  DYNAMIC HT  -        1202.270 (meters)    3944.45  (feet)  COMP
 NP0161  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 NP0161
 NP0161  HORZ ORDER  -  THIRD
 NP0161  VERT ORDER  -  FIRST     CLASS II
 NP0161  ELLP ORDER  -  FOURTH    CLASS II
 NP0161
 NP0161.The horizontal coordinates were established by GPS observations
 NP0161.and adjusted by the National Geodetic Survey in September 1998..
 NP0161
 NP0161.The orthometric height was determined by differential leveling
 NP0161.and adjusted by the National Geodetic Survey in June 1991..
 NP0161
 NP0161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0161
 NP0161.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0161
 NP0161.The ellipsoidal height was determined by GPS observations
 NP0161.and is referenced to NAD 83.
 NP0161
 NP0161.The geoid height was determined by GEOID03.
 NP0161
 NP0161.The dynamic height is computed by dividing the NAVD 88
 NP0161.geopotential number by the normal gravity value computed on the
 NP0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0161.degrees latitude (g = 980.6199 gals.).
 NP0161
 NP0161.The modeled gravity was interpolated from observed gravity values.
 NP0161
 NP0161;                    North         East     Units Scale Factor Converg.
 NP0161;SPC NE       -   254,427.962   266,944.253   MT  0.99971063   -1 52 03.6
 NP0161;UTM  13      - 4,662,149.659   680,432.839   MT  1.00000060   +1 27 46.1
 NP0161
 NP0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0161!SPC NE       -   0.99981429  x   0.99971063  =   0.99952497
 NP0161!UTM  13      -   0.99981429  x   1.00000060  =   0.99981489
 NP0161
 NP0161                          SUPERSEDED SURVEY CONTROL
 NP0161
 NP0161  ELLIP H (09/17/98) 1184.35   (m)                       GP(       ) 4 2
 NP0161  NAVD 88 (09/17/98) 1203.04   (m)         3947.0    (f) LEVELING    3  
 NP0161  NGVD 29 (??/??/92) 1202.419  (m)         3944.94   (f) ADJ UNCH    1 2
 NP0161
 NP0161.Superseded values are not recommended for survey control.
 NP0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0161.See file dsdata.txt to determine how the superseded data were derived.
 NP0161
 NP0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8043362150(NAD 83)
 NP0161_MARKER: DB = BENCH MARK DISK
 NP0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0161_SP_SET: CONCRETE POST
 NP0161_STAMPING: A 339 1967
 NP0161_MARK LOGO: CGS   
 NP0161_PROJECTION: FLUSH
 NP0161_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0161+STABILITY: SURFACE MOTION
 NP0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0161+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1997
 NP0161
 NP0161  HISTORY     - Date     Condition        Report By
 NP0161  HISTORY     - 1967     MONUMENTED       CGS
 NP0161  HISTORY     - 1977     GOOD             NGS
 NP0161  HISTORY     - 1985     GOOD             NGS
 NP0161  HISTORY     - 19970721 GOOD             NGS
 NP0161
 NP0161                          STATION DESCRIPTION
 NP0161
 NP0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NP0161'2.7 MI ESE FROM ALLIANCE.
 NP0161'THE MARK IS SITUATED 2.7 MILES ESE OF ALLIANCE, 105.0 FT SOUTH
 NP0161'OF THE CENTERLINE OF STATE HIGHWAY NO. 2, 63.5 FT. EAST OF THE
 NP0161'NORTH-SOUTH ROAD LEADING TO THE ALLIANCE MUNICIPAL AIRPORT
 NP0161'TERMINAL BUILDING, 22.6 FT. NORTH OF A 15 IN DIAMETER POWER POLE,
 NP0161'26.5 FT. SOUTH OF THE SOUTH EDGE OF A BILLBOARD SIGN, AND 2.5 FT.
 NP0161'SOUTH OF A USC AND GS WITNESS POST SIGN.  THE MARK IS A STANDARD
 NP0161'USC AND GS BENCH MARK DISK SET IN THE TOP OF AN 8 IN SQUARE
 NP0161'CONCRETE POST IMBEDDED FLUSH WITH THE GROUND.
 NP0161
 NP0161                          STATION RECOVERY (1977)
 NP0161
 NP0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NP0161'RECOVERED IN GOOD CONDITION.
 NP0161
 NP0161                          STATION RECOVERY (1985)
 NP0161
 NP0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0161'RECOVERED IN GOOD CONDITION.  THE 1967 DESCRIPTION IS ADEQUATE EXCEPT
 NP0161'NEW WITNESS POST WAS ADDED.
 NP0161'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NP0161
 NP0161                          STATION RECOVERY (1997)
 NP0161
 NP0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0161'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0438 ***********************************************************************
 NP0438  DESIGNATION -  A 341
 NP0438  PID         -  NP0438
 NP0438  STATE/COUNTY-  NE/SIOUX
 NP0438  USGS QUAD   -  GLEN (1980)
 NP0438
 NP0438                         *CURRENT SURVEY CONTROL
 NP0438  ___________________________________________________________________
 NP0438* NAD 83(1986)-  42 36 36.     (N)    103 34 51.     (W)     SCALED    
 NP0438* NAVD 88     -      1230.263  (meters)    4036.29   (feet)  ADJUSTED  
 NP0438  ___________________________________________________________________
 NP0438  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 NP0438  DYNAMIC HT  -        1229.566 (meters)    4034.00  (feet)  COMP
 NP0438  MODELED GRAV-     980,012.0   (mgal)                       NAVD 88
 NP0438
 NP0438  VERT ORDER  -  FIRST     CLASS II
 NP0438
 NP0438.The horizontal coordinates were scaled from a topographic map and have
 NP0438.an estimated accuracy of +/- 6 seconds.
 NP0438
 NP0438.The orthometric height was determined by differential leveling
 NP0438.and adjusted by the National Geodetic Survey in June 1991..
 NP0438
 NP0438.The geoid height was determined by GEOID03.
 NP0438
 NP0438.The dynamic height is computed by dividing the NAVD 88
 NP0438.geopotential number by the normal gravity value computed on the
 NP0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0438.degrees latitude (g = 980.6199 gals.).
 NP0438
 NP0438.The modeled gravity was interpolated from observed gravity values.
 NP0438
 NP0438;                    North         East    Units  Estimated Accuracy
 NP0438;SPC NE       -   314,380.      206,310.      MT  (+/- 180 meters Scaled)
 NP0438
 NP0438                          SUPERSEDED SURVEY CONTROL
 NP0438
 NP0438  NGVD 29 (??/??/92) 1229.630  (m)         4034.21   (f) ADJ UNCH    1 2
 NP0438
 NP0438.Superseded values are not recommended for survey control.
 NP0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0438.See file dsdata.txt to determine how the superseded data were derived.
 NP0438
 NP0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH164184(NAD 83)
 NP0438_MARKER: DB = BENCH MARK DISK
 NP0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0438_STAMPING: A 341 1954
 NP0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0438+STABILITY: SURFACE MOTION
 NP0438
 NP0438  HISTORY     - Date     Condition        Report By
 NP0438  HISTORY     - 1954     MONUMENTED       CGS
 NP0438
 NP0438                          STATION DESCRIPTION
 NP0438
 NP0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0438'10.5 MI SW FROM CRAWFORD.
 NP0438'10.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0438'FROM THE STATION AT CRAWFORD, 1 1/2 POLES EAST OF MILEPOST 443,
 NP0438'74 FEET WEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 53 FEET
 NP0438'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 2 FEET NORTH OF A
 NP0438'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 NP0438'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0131 ***********************************************************************
 NP0131  DESIGNATION -  A 342
 NP0131  PID         -  NP0131
 NP0131  STATE/COUNTY-  NE/BOX BUTTE
 NP0131  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0131
 NP0131                         *CURRENT SURVEY CONTROL
 NP0131  ___________________________________________________________________
 NP0131* NAD 83(1986)-  42 05 24.     (N)    102 53 11.     (W)     SCALED    
 NP0131* NAVD 88     -      1202.573  (meters)    3945.44   (feet)  ADJUSTED  
 NP0131  ___________________________________________________________________
 NP0131  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 NP0131  DYNAMIC HT  -        1201.869 (meters)    3943.13  (feet)  COMP
 NP0131  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 NP0131
 NP0131  VERT ORDER  -  FIRST     CLASS II
 NP0131
 NP0131.The horizontal coordinates were scaled from a topographic map and have
 NP0131.an estimated accuracy of +/- 6 seconds.
 NP0131
 NP0131.The orthometric height was determined by differential leveling
 NP0131.and adjusted by the National Geodetic Survey in June 1991..
 NP0131
 NP0131.The geoid height was determined by GEOID03.
 NP0131
 NP0131.The dynamic height is computed by dividing the NAVD 88
 NP0131.geopotential number by the normal gravity value computed on the
 NP0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0131.degrees latitude (g = 980.6199 gals.).
 NP0131
 NP0131.The modeled gravity was interpolated from observed gravity values.
 NP0131
 NP0131;                    North         East    Units  Estimated Accuracy
 NP0131;SPC NE       -   254,540.      261,310.      MT  (+/- 180 meters Scaled)
 NP0131
 NP0131                          SUPERSEDED SURVEY CONTROL
 NP0131
 NP0131  NGVD 29 (??/??/92) 1201.986  (m)         3943.52   (f) ADJ UNCH    1 2
 NP0131
 NP0131.Superseded values are not recommended for survey control.
 NP0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0131.See file dsdata.txt to determine how the superseded data were derived.
 NP0131
 NP0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG748619(NAD 83)
 NP0131_MARKER: DB = BENCH MARK DISK
 NP0131_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0131_SP_SET: 50 FT
 NP0131_STAMPING: A 342 1956
 NP0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0131
 NP0131  HISTORY     - Date     Condition        Report By
 NP0131  HISTORY     - 1956     MONUMENTED       CGS
 NP0131  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0131
 NP0131                          STATION DESCRIPTION
 NP0131
 NP0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0131'1 MI SW FROM ALLIANCE.
 NP0131'1.0 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0131'RAILROAD FROM THE STATION AT ALLIANCE, 101 FEET WEST OF THE WEST
 NP0131'RAIL, 54 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 NP0131'30 FEET NORTHEAST OF A POWER POLE, 3 FEET EAST OF A FENCE, 2.6
 NP0131'FEET SOUTH OF A WITNESS POST, AT A ROAD CROSSING, 1 POLE NORTH OF
 NP0131'MILEPOST 1, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL
 NP0131'ROD WHICH IS DRIVEN 50 FEET IN THE GROUND, INCASED IN A 6 INCH
 NP0131'TILE PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION
 NP0131'35, TOWNSHIP 25 NORTH, RANGE 48 WEST.
 NP0131
 NP0131                          STATION RECOVERY (1985)
 NP0131
 NP0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0131'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0358 ***********************************************************************
 NP0358  DESIGNATION -  A 343
 NP0358  PID         -  NP0358
 NP0358  STATE/COUNTY-  NE/BOX BUTTE
 NP0358  USGS QUAD   -  BOX BUTTE RESERVOIR WEST (1974)
 NP0358
 NP0358                         *CURRENT SURVEY CONTROL
 NP0358  ___________________________________________________________________
 NP0358* NAD 83(1986)-  42 24 28.     (N)    103 13 05.     (W)     SCALED    
 NP0358* NAVD 88     -      1318.808  (meters)    4326.79   (feet)  ADJUSTED  
 NP0358  ___________________________________________________________________
 NP0358  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 NP0358  DYNAMIC HT  -        1318.019 (meters)    4324.20  (feet)  COMP
 NP0358  MODELED GRAV-     979,977.5   (mgal)                       NAVD 88
 NP0358
 NP0358  VERT ORDER  -  FIRST     CLASS II
 NP0358
 NP0358.The horizontal coordinates were scaled from a topographic map and have
 NP0358.an estimated accuracy of +/- 6 seconds.
 NP0358
 NP0358.The orthometric height was determined by differential leveling
 NP0358.and adjusted by the National Geodetic Survey in June 1991..
 NP0358
 NP0358.The geoid height was determined by GEOID03.
 NP0358
 NP0358.The dynamic height is computed by dividing the NAVD 88
 NP0358.geopotential number by the normal gravity value computed on the
 NP0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0358.degrees latitude (g = 980.6199 gals.).
 NP0358
 NP0358.The modeled gravity was interpolated from observed gravity values.
 NP0358
 NP0358;                    North         East    Units  Estimated Accuracy
 NP0358;SPC NE       -   290,770.      235,210.      MT  (+/- 180 meters Scaled)
 NP0358
 NP0358                          SUPERSEDED SURVEY CONTROL
 NP0358
 NP0358  NGVD 29 (??/??/92) 1318.128  (m)         4324.56   (f) ADJ UNCH    1 2
 NP0358
 NP0358.Superseded values are not recommended for survey control.
 NP0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0358.See file dsdata.txt to determine how the superseded data were derived.
 NP0358
 NP0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG466965(NAD 83)
 NP0358_MARKER: DB = BENCH MARK DISK
 NP0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0358_SP_SET: CONCRETE POST
 NP0358_STAMPING: A 343 1956
 NP0358_MARK LOGO: CGS   
 NP0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0358+STABILITY: SURFACE MOTION
 NP0358
 NP0358  HISTORY     - Date     Condition        Report By
 NP0358  HISTORY     - 1956     MONUMENTED       CGS
 NP0358  HISTORY     - 1985     GOOD             NGS
 NP0358
 NP0358                          STATION DESCRIPTION
 NP0358
 NP0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0358'6.3 MI SE FROM MARSLAND.
 NP0358'6.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0358'RAILROAD FROM THE STATION SIGN AT MARSLAND, 10 POLES NORTHWEST
 NP0358'OF MILEPOST 394, AT THE NORTHWEST END OF A CUT, 62 FEET NORTHEAST
 NP0358'OF THE NORTHEAST RAIL, 16.3 FEET NORTHEAST OF A TELEPHONE POLE,
 NP0358'7.4 FEET SOUTHWEST OF A FENCE, 4.7 FEET NORTHWEST OF A WITNESS
 NP0358'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 NP0358'ABOVE THE GROUND, IN SECTION 13, TOWNSHIP 28 NORTH, RANGE 51 WEST.
 NP0358
 NP0358                          STATION RECOVERY (1985)
 NP0358
 NP0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0358'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0358'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 9.98 KM
 NP0358'(6.2 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0400 ***********************************************************************
 NP0400  DESIGNATION -  A 344
 NP0400  PID         -  NP0400
 NP0400  STATE/COUNTY-  NE/BOX BUTTE
 NP0400  USGS QUAD   -  NONPAREIL (1946)
 NP0400
 NP0400                         *CURRENT SURVEY CONTROL
 NP0400  ___________________________________________________________________
 NP0400* NAD 83(1986)-  42 19 15.     (N)    103 07 54.     (W)     SCALED    
 NP0400* NAVD 88     -      1320.514  (meters)    4332.39   (feet)  POSTED    
 NP0400  ___________________________________________________________________
 NP0400  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 NP0400  DYNAMIC HT  -        1319.730 (meters)    4329.81  (feet)  COMP
 NP0400  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 NP0400
 NP0400  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NP0400
 NP0400.The horizontal coordinates were scaled from a topographic map and have
 NP0400.an estimated accuracy of +/- 6 seconds.
 NP0400
 NP0400.The orthometric height was determined by differential leveling
 NP0400.and adjusted by the National Geodetic Survey in 1992..
 NP0400.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NP0400.rate of 0.0 thru 1.0 mm/km.
 NP0400
 NP0400.The geoid height was determined by GEOID03.
 NP0400
 NP0400.The dynamic height is computed by dividing the NAVD 88
 NP0400.geopotential number by the normal gravity value computed on the
 NP0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0400.degrees latitude (g = 980.6199 gals.).
 NP0400
 NP0400.The modeled gravity was interpolated from observed gravity values.
 NP0400
 NP0400;                    North         East    Units  Estimated Accuracy
 NP0400;SPC NE       -   280,860.      241,970.      MT  (+/- 180 meters Scaled)
 NP0400
 NP0400                          SUPERSEDED SURVEY CONTROL
 NP0400
 NP0400  NGVD 29 (??/??/92) 1319.877  (m)         4330.30   (f) ADJ UNCH    2 0
 NP0400
 NP0400.Superseded values are not recommended for survey control.
 NP0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0400.See file dsdata.txt to determine how the superseded data were derived.
 NP0400
 NP0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG539870(NAD 83)
 NP0400_MARKER: DB = BENCH MARK DISK
 NP0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0400_STAMPING: A 344 1956
 NP0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0400+STABILITY: SURFACE MOTION
 NP0400
 NP0400  HISTORY     - Date     Condition        Report By
 NP0400  HISTORY     - 1956     MONUMENTED       CGS
 NP0400
 NP0400                          STATION DESCRIPTION
 NP0400
 NP0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0400'3 MI W FROM HEMINGFORD.
 NP0400'3.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE
 NP0400'AT HEMINGFORD, 375 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 NP0400'155 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 52
 NP0400'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 17 FEET
 NP0400'WEST OF A FENCE CORNER, 1.5 FEET SOUTH OF A FENCE, 3 FEET EAST OF
 NP0400'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0400'0.3 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 15,
 NP0400'TOWNSHIP 27 NORTH, RANGE 50 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0164 ***********************************************************************
 MN0164  DESIGNATION -  A 345
 MN0164  PID         -  MN0164
 MN0164  STATE/COUNTY-  NE/MORRILL
 MN0164  USGS QUAD   -  ANGORA NE (1965)
 MN0164
 MN0164                         *CURRENT SURVEY CONTROL
 MN0164  ___________________________________________________________________
 MN0164* NAD 83(1986)-  41 53 39.     (N)    103 04 48.     (W)     SCALED    
 MN0164* NAVD 88     -      1291.195  (meters)    4236.20   (feet)  ADJUSTED  
 MN0164  ___________________________________________________________________
 MN0164  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 MN0164  DYNAMIC HT  -        1290.379 (meters)    4233.52  (feet)  COMP
 MN0164  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 MN0164
 MN0164  VERT ORDER  -  FIRST     CLASS II
 MN0164
 MN0164.The horizontal coordinates were scaled from a topographic map and have
 MN0164.an estimated accuracy of +/- 6 seconds.
 MN0164
 MN0164.The orthometric height was determined by differential leveling
 MN0164.and adjusted by the National Geodetic Survey in June 1991..
 MN0164
 MN0164.The geoid height was determined by GEOID03.
 MN0164
 MN0164.The dynamic height is computed by dividing the NAVD 88
 MN0164.geopotential number by the normal gravity value computed on the
 MN0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0164.degrees latitude (g = 980.6199 gals.).
 MN0164
 MN0164.The modeled gravity was interpolated from observed gravity values.
 MN0164
 MN0164;                    North         East    Units  Estimated Accuracy
 MN0164;SPC NE       -   233,360.      244,530.      MT  (+/- 180 meters Scaled)
 MN0164
 MN0164                          SUPERSEDED SURVEY CONTROL
 MN0164
 MN0164  NGVD 29 (??/??/92) 1290.566  (m)         4234.13   (f) ADJ UNCH    1 2
 MN0164
 MN0164.Superseded values are not recommended for survey control.
 MN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0164.See file dsdata.txt to determine how the superseded data were derived.
 MN0164
 MN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG592398(NAD 83)
 MN0164_MARKER: DB = BENCH MARK DISK
 MN0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0164_SP_SET: CONCRETE POST
 MN0164_STAMPING: A 345 1956
 MN0164_MARK LOGO: CGS   
 MN0164_PROJECTION: PROJECTING 10 CENTIMETERS
 MN0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0164+STABILITY: SURFACE MOTION
 MN0164
 MN0164  HISTORY     - Date     Condition        Report By
 MN0164  HISTORY     - 1956     MONUMENTED       CGS
 MN0164  HISTORY     - 1985     GOOD             NGS
 MN0164
 MN0164                          STATION DESCRIPTION
 MN0164
 MN0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0164'3.8 MI NE FROM ANGORA.
 MN0164'3.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0164'RAILROAD FROM THE STATION AT ANGORA, 1 POLE NORTH OF MILEPOST
 MN0164'18, 73.5 FEET WEST OF THE WEST RAIL, 58 FEET EAST OF THE CENTER
 MN0164'LINE OF STATE HIGHWAY 19, 2 FEET SOUTHWEST OF A WITNESS POST,
 MN0164'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MN0164'THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 11, TOWNSHIP 22
 MN0164'NORTH, RANGE 50 WEST.
 MN0164
 MN0164                          STATION RECOVERY (1985)
 MN0164
 MN0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0164'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM (0.10
 MN0164'MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT ANGORA, THENCE
 MN0164'5.95 KM (3.7 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD,
 MN0164'0.16 KM (0.10 MI) NORTHEAST OF A HIGH PRESSURE GAS PIPELINE WARNING
 MN0164'SIGN, ON TOP OF A SMALL RISE, 22.4 METERS (73.5 FT) NORTHWEST OF THE
 MN0164'NORTHWEST RAIL, 56.7 METERS (186 FT) SOUTHEAST OF THE CENTER OF US
 MN0164'HIGHWAY 385, 52.6 METERS (172 FT) NORTH OF MILEPOLE 18 AND 17.1 METERS
 MN0164'(56 FT) SOUTHEAST OF THE CENTER OF OLD STATE HIGHWAY 19.
 MN0164'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MN0164'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1700 ***********************************************************************
 MK1700  DESIGNATION -  A 346
 MK1700  PID         -  MK1700
 MK1700  STATE/COUNTY-  NE/PLATTE
 MK1700  USGS QUAD   -  TARNOV (1985)
 MK1700
 MK1700                         *CURRENT SURVEY CONTROL
 MK1700  ___________________________________________________________________
 MK1700* NAD 83(1986)-  41 32 24.     (N)    097 30 11.     (W)     SCALED    
 MK1700* NAVD 88     -       473.037  (meters)    1551.96   (feet)  ADJUSTED  
 MK1700  ___________________________________________________________________
 MK1700  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 MK1700  DYNAMIC HT  -         472.829 (meters)    1551.27  (feet)  COMP
 MK1700  MODELED GRAV-     980,168.1   (mgal)                       NAVD 88
 MK1700
 MK1700  VERT ORDER  -  SECOND    CLASS 0
 MK1700
 MK1700.The horizontal coordinates were scaled from a topographic map and have
 MK1700.an estimated accuracy of +/- 6 seconds.
 MK1700
 MK1700.The orthometric height was determined by differential leveling
 MK1700.and adjusted by the National Geodetic Survey in June 1991..
 MK1700
 MK1700.The geoid height was determined by GEOID03.
 MK1700
 MK1700.The dynamic height is computed by dividing the NAVD 88
 MK1700.geopotential number by the normal gravity value computed on the
 MK1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1700.degrees latitude (g = 980.6199 gals.).
 MK1700
 MK1700.The modeled gravity was interpolated from observed gravity values.
 MK1700
 MK1700;                    North         East    Units  Estimated Accuracy
 MK1700;SPC NE       -   192,490.      708,260.      MT  (+/- 180 meters Scaled)
 MK1700
 MK1700                          SUPERSEDED SURVEY CONTROL
 MK1700
 MK1700  NGVD 29 (??/??/92)  472.848  (m)         1551.34   (f) ADJ UNCH    2 0
 MK1700
 MK1700.Superseded values are not recommended for survey control.
 MK1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1700.See file dsdata.txt to determine how the superseded data were derived.
 MK1700
 MK1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL248997(NAD 83)
 MK1700_MARKER: DB = BENCH MARK DISK
 MK1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1700_STAMPING: A 346 1957
 MK1700_MARK LOGO: CGS   
 MK1700_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1700+STABILITY: SURFACE MOTION
 MK1700
 MK1700  HISTORY     - Date     Condition        Report By
 MK1700  HISTORY     - 1957     MONUMENTED       CGS
 MK1700  HISTORY     - 1989     GOOD             LOCSUR
 MK1700  HISTORY     - 19910321 GOOD             NEDR
 MK1700
 MK1700                          STATION DESCRIPTION
 MK1700
 MK1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1700'1 MI W FROM PLATTE CENTER.
 MK1700'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1700'STATION AT PLATTE CENTER, THENCE 0.8 MILE WEST ALONG A ROAD,
 MK1700'IN SECTION 14, T. 18 N., R. 2 W., 37 FEET SOUTH OF THE CENTER
 MK1700'LINE OF THE ROAD, 5 FEET WEST OF THE EXTENDED CENTER LINE
 MK1700'OF A ROAD NORTH, 180 FEET NORTHEAST OF THE NORTHEAST CORNER
 MK1700'OF A FARM HOUSE, 7 FEET WEST OF A POWER POLE, 3 FEET NORTH OF A
 MK1700'FENCE LINE, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD AND IN
 MK1700'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 MK1700
 MK1700                          STATION RECOVERY (1989)
 MK1700
 MK1700'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1700'RECOVERED IN GOOD CONDITION.
 MK1700
 MK1700                          STATION RECOVERY (1991)
 MK1700
 MK1700'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MK1700'TO REACH FROM THE WATER TOWER IN PLATTE CENTER, GO WEST ON A BLACKTOP
 MK1700'ROAD FOR 1.1 MI (1.8 KM) TO THE MARK ON THE SOUTH SIDE OF A COUNTY
 MK1700'ROAD T-INTERSECTION, 37 FT (11.3 M) SOUTH FROM THE CENTERLINE OF THE
 MK1700'BLACKTOP ROAD, 5 FT (1.5 M) WEST OF THE EXTENDED CENTERLINE OF THE
 MK1700'GRAVELED ROAD LEADING NORTH, 7 FT (2.1 M) WEST OF A POWER POLE, 3.0 FT
 MK1700'(0.9 M) NORTH OF A FENCE LINE, 4 FT (1.2 M) ABOVE THE ROAD AND SET
 MK1700'INTO THE TOP OF A CONCRETE POST THAT PROJECTS 0.4 FT (12.2 CM) ABOVE
 MK1700'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0190 ***********************************************************************
 NO0190  DESIGNATION -  A 347
 NO0190  PID         -  NO0190
 NO0190  STATE/COUNTY-  NE/CHERRY
 NO0190  USGS QUAD   -  NENZEL (1985)
 NO0190
 NO0190                         *CURRENT SURVEY CONTROL
 NO0190  ___________________________________________________________________
 NO0190* NAD 83(1986)-  42 55 14.     (N)    101 01 57.     (W)     SCALED    
 NO0190* NAVD 88     -       926.173  (meters)    3038.62   (feet)  ADJUSTED  
 NO0190  ___________________________________________________________________
 NO0190  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 NO0190  DYNAMIC HT  -         925.785 (meters)    3037.35  (feet)  COMP
 NO0190  MODELED GRAV-     980,170.5   (mgal)                       NAVD 88
 NO0190
 NO0190  VERT ORDER  -  FIRST     CLASS II
 NO0190
 NO0190.The horizontal coordinates were scaled from a topographic map and have
 NO0190.an estimated accuracy of +/- 6 seconds.
 NO0190
 NO0190.The orthometric height was determined by differential leveling
 NO0190.and adjusted by the National Geodetic Survey in June 1991..
 NO0190
 NO0190.The geoid height was determined by GEOID03.
 NO0190
 NO0190.The dynamic height is computed by dividing the NAVD 88
 NO0190.geopotential number by the normal gravity value computed on the
 NO0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0190.degrees latitude (g = 980.6199 gals.).
 NO0190
 NO0190.The modeled gravity was interpolated from observed gravity values.
 NO0190
 NO0190;                    North         East    Units  Estimated Accuracy
 NO0190;SPC NE       -   343,300.      415,710.      MT  (+/- 180 meters Scaled)
 NO0190
 NO0190                          SUPERSEDED SURVEY CONTROL
 NO0190
 NO0190  NGVD 29 (??/??/92)  925.823  (m)         3037.47   (f) ADJ UNCH    1 2
 NO0190
 NO0190.Superseded values are not recommended for survey control.
 NO0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0190.See file dsdata.txt to determine how the superseded data were derived.
 NO0190
 NO0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN341539(NAD 83)
 NO0190_MARKER: DB = BENCH MARK DISK
 NO0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NO0190_SP_SET: CULVERT
 NO0190_STAMPING: A 347 1957
 NO0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0190
 NO0190  HISTORY     - Date     Condition        Report By
 NO0190  HISTORY     - 1957     MONUMENTED       CGS
 NO0190
 NO0190                          STATION DESCRIPTION
 NO0190
 NO0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0190'4.4 MI W FROM KILGORE.
 NO0190'ABOUT 4.35 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0190'FROM THE STATION AT KILGORE, IN SECTION 13, T.34 N., R.31 W.,
 NO0190'2 1/2 POLES WEST OF MILEPOST 296, 112 FEET SOUTH-SOUTHEAST OF
 NO0190'THE NEAR RAIL, 15 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 NO0190'OLD GRADE OF U.S. HIGHWAY 20, 89 FEET WEST OF THE CENTER LINE OF
 NO0190'A RANCH ROAD NORTH, 2 FEET LOWER THAN THE OLD HIGHWAY AND IN
 NO0190'THE TOP OF THE EAST END OF THE NORTH WALL OF A 36-INCH PIPE
 NO0190'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0260 ***********************************************************************
 NP0260  DESIGNATION -  A 348
 NP0260  PID         -  NP0260
 NP0260  STATE/COUNTY-  NE/DAWES
 NP0260  USGS QUAD   -  WHITNEY (1980)
 NP0260
 NP0260                         *CURRENT SURVEY CONTROL
 NP0260  ___________________________________________________________________
 NP0260* NAD 83(1986)-  42 46 20.     (N)    103 16 15.     (W)     SCALED    
 NP0260* NAVD 88     -      1044.900  (meters)    3428.14   (feet)  ADJUSTED  
 NP0260  ___________________________________________________________________
 NP0260  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 NP0260  DYNAMIC HT  -        1044.365 (meters)    3426.39  (feet)  COMP
 NP0260  MODELED GRAV-     980,073.7   (mgal)                       NAVD 88
 NP0260
 NP0260  VERT ORDER  -  FIRST     CLASS II
 NP0260
 NP0260.The horizontal coordinates were scaled from a topographic map and have
 NP0260.an estimated accuracy of +/- 6 seconds.
 NP0260
 NP0260.The orthometric height was determined by differential leveling
 NP0260.and adjusted by the National Geodetic Survey in June 1991..
 NP0260
 NP0260.The geoid height was determined by GEOID03.
 NP0260
 NP0260.The dynamic height is computed by dividing the NAVD 88
 NP0260.geopotential number by the normal gravity value computed on the
 NP0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0260.degrees latitude (g = 980.6199 gals.).
 NP0260
 NP0260.The modeled gravity was interpolated from observed gravity values.
 NP0260
 NP0260;                    North         East    Units  Estimated Accuracy
 NP0260;SPC NE       -   331,380.      232,400.      MT  (+/- 180 meters Scaled)
 NP0260
 NP0260                          SUPERSEDED SURVEY CONTROL
 NP0260
 NP0260  NGVD 29 (??/??/92) 1044.333  (m)         3426.28   (f) ADJ UNCH    1 2
 NP0260
 NP0260.Superseded values are not recommended for survey control.
 NP0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0260.See file dsdata.txt to determine how the superseded data were derived.
 NP0260
 NP0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH414369(NAD 83)
 NP0260_MARKER: DB = BENCH MARK DISK
 NP0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0260_STAMPING: A 348 1957
 NP0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0260+STABILITY: SURFACE MOTION
 NP0260
 NP0260  HISTORY     - Date     Condition        Report By
 NP0260  HISTORY     - 1957     MONUMENTED       CGS
 NP0260
 NP0260                          STATION DESCRIPTION
 NP0260
 NP0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0260'1 MI SW FROM WHITNEY.
 NP0260'ABOUT 1.0 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0260'RAILWAY, FROM THE STATION AT WHITNEY, IN SECTION 2, T. 32 N.,
 NP0260'R. 51 W., 11 FEET SOUTHEAST OF THE SEVENTH POLE NORTHEAST OF
 NP0260'MILEPOST 423, 0.2 MILE NORTHEAST OF AN EAST-WEST ROAD CROSSING,
 NP0260'47 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 94 FEET NORTHWEST
 NP0260'OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET SOUTHWEST OF A
 NP0260'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 NP0260'RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0247 ***********************************************************************
 NP0247  DESIGNATION -  A 349
 NP0247  PID         -  NP0247
 NP0247  STATE/COUNTY-  NE/DAWES
 NP0247  USGS QUAD   -  CHADRON WEST (1980)
 NP0247
 NP0247                         *CURRENT SURVEY CONTROL
 NP0247  ___________________________________________________________________
 NP0247* NAD 83(1986)-  42 49 44.     (N)    103 07 07.     (W)     SCALED    
 NP0247* NAVD 88     -      1014.256  (meters)    3327.60   (feet)  ADJUSTED  
 NP0247  ___________________________________________________________________
 NP0247  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 NP0247  DYNAMIC HT  -        1013.751 (meters)    3325.95  (feet)  COMP
 NP0247  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 NP0247
 NP0247  VERT ORDER  -  FIRST     CLASS II
 NP0247
 NP0247.The horizontal coordinates were scaled from a topographic map and have
 NP0247.an estimated accuracy of +/- 6 seconds.
 NP0247
 NP0247.The orthometric height was determined by differential leveling
 NP0247.and adjusted by the National Geodetic Survey in June 1991..
 NP0247
 NP0247.The geoid height was determined by GEOID03.
 NP0247
 NP0247.The dynamic height is computed by dividing the NAVD 88
 NP0247.geopotential number by the normal gravity value computed on the
 NP0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0247.degrees latitude (g = 980.6199 gals.).
 NP0247
 NP0247.The modeled gravity was interpolated from observed gravity values.
 NP0247
 NP0247;                    North         East    Units  Estimated Accuracy
 NP0247;SPC NE       -   337,210.      245,080.      MT  (+/- 180 meters Scaled)
 NP0247
 NP0247                          SUPERSEDED SURVEY CONTROL
 NP0247
 NP0247  NGVD 29 (??/??/92) 1013.707  (m)         3325.80   (f) ADJ UNCH    1 2
 NP0247
 NP0247.Superseded values are not recommended for survey control.
 NP0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0247.See file dsdata.txt to determine how the superseded data were derived.
 NP0247
 NP0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH537435(NAD 83)
 NP0247_MARKER: DB = BENCH MARK DISK
 NP0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0247_STAMPING: A 349 1957
 NP0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0247+STABILITY: SURFACE MOTION
 NP0247
 NP0247  HISTORY     - Date     Condition        Report By
 NP0247  HISTORY     - 1957     MONUMENTED       CGS
 NP0247  HISTORY     - 1977     GOOD             NGS
 NP0247
 NP0247                          STATION DESCRIPTION
 NP0247
 NP0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0247'6.2 MI W FROM CHADRON.
 NP0247'ABOUT 6.2 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 NP0247'AT CHADRON, IN SECTION 17, T. 33 N., R. 49 W., AT THE RANCH
 NP0247'HOME OF JIMMIE D. FOX, 191 FEET NORTH OF THE CENTER LINE OF
 NP0247'U.S. HIGHWAY 20, 65 FEET NORTH-NORTHEAST OF THE NORTHEAST
 NP0247'CORNER OF THE HOUSE, 3 1/2 FEET EAST OF A POWER POLE WITH YARD
 NP0247'LIGHT AND METER, ABOUT 6 FEET ABOVE THE HIGHWAY AND IN THE TOP
 NP0247'OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 NP0247
 NP0247                          STATION RECOVERY (1977)
 NP0247
 NP0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NP0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0052 ***********************************************************************
 NP0052  DESIGNATION -  A 35
 NP0052  PID         -  NP0052
 NP0052  STATE/COUNTY-  NE/SHERIDAN
 NP0052  USGS QUAD   -  GORDON NW (1969)
 NP0052
 NP0052                         *CURRENT SURVEY CONTROL
 NP0052  ___________________________________________________________________
 NP0052* NAD 83(1986)-  42 58 27.     (N)    102 13 15.     (W)     SCALED    
 NP0052* NAVD 88     -      1089.608  (meters)    3574.82   (feet)  ADJUSTED  
 NP0052  ___________________________________________________________________
 NP0052  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 NP0052  DYNAMIC HT  -        1089.109 (meters)    3573.19  (feet)  COMP
 NP0052  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 NP0052
 NP0052  VERT ORDER  -  SECOND    CLASS 0
 NP0052
 NP0052.The horizontal coordinates were scaled from a topographic map and have
 NP0052.an estimated accuracy of +/- 6 seconds.
 NP0052
 NP0052.The orthometric height was determined by differential leveling
 NP0052.and adjusted by the National Geodetic Survey in June 1991..
 NP0052
 NP0052.The geoid height was determined by GEOID03.
 NP0052
 NP0052.The dynamic height is computed by dividing the NAVD 88
 NP0052.geopotential number by the normal gravity value computed on the
 NP0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0052.degrees latitude (g = 980.6199 gals.).
 NP0052
 NP0052.The modeled gravity was interpolated from observed gravity values.
 NP0052
 NP0052;                    North         East    Units  Estimated Accuracy
 NP0052;SPC NE       -   351,080.      318,860.      MT  (+/- 180 meters Scaled)
 NP0052
 NP0052                          SUPERSEDED SURVEY CONTROL
 NP0052
 NP0052  NGVD 29 (??/??/92) 1089.107  (m)         3573.18   (f) ADJ UNCH    2 0
 NP0052
 NP0052.Superseded values are not recommended for survey control.
 NP0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0052.See file dsdata.txt to determine how the superseded data were derived.
 NP0052
 NP0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH266616(NAD 83)
 NP0052_MARKER: DB = BENCH MARK DISK
 NP0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0052_STAMPING: A 35 1934
 NP0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0052+STABILITY: SURFACE MOTION
 NP0052
 NP0052  HISTORY     - Date     Condition        Report By
 NP0052  HISTORY     - 1934     MONUMENTED       CGS
 NP0052  HISTORY     - 1941     GOOD             NGS
 NP0052  HISTORY     - 1966     MARK NOT FOUND   USGS
 NP0052
 NP0052                          STATION DESCRIPTION
 NP0052
 NP0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NP0052'12.8 MI N FROM GORDON.
 NP0052'12.8 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0052'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, 2
 NP0052'MILES SOUTH OF THE SOUTH DAKOTA-NEBRASKA STATE LINE, 51 FEET
 NP0052'NORTH OF THE CENTERLINE OF A SECTION-LINE FENCE, 35 FEET WEST
 NP0052'OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF A GATEPOST.
 NP0052'A STANDARD DISK, STAMPED A 35 1934 AND SET IN THE TOP OF A
 NP0052'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- HIGHWAY
 NP0052'REALIGNED.
 NP0052
 NP0052                          STATION RECOVERY (1966)
 NP0052
 NP0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NP0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0316 ***********************************************************************
 NO0316  DESIGNATION -  A 350
 NO0316  PID         -  NO0316
 NO0316  STATE/COUNTY-  NE/CHERRY
 NO0316  USGS QUAD   -  MERRIMAN (1990)
 NO0316
 NO0316                         *CURRENT SURVEY CONTROL
 NO0316  ___________________________________________________________________
 NO0316* NAD 83(1986)-  42 55 15.     (N)    101 42 34.     (W)     SCALED    
 NO0316* NAVD 88     -       995.083  (meters)    3264.70   (feet)  ADJUSTED  
 NO0316  ___________________________________________________________________
 NO0316  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 NO0316  DYNAMIC HT  -         994.647 (meters)    3263.27  (feet)  COMP
 NO0316  MODELED GRAV-     980,147.8   (mgal)                       NAVD 88
 NO0316
 NO0316  VERT ORDER  -  FIRST     CLASS II
 NO0316
 NO0316.The horizontal coordinates were scaled from a topographic map and have
 NO0316.an estimated accuracy of +/- 6 seconds.
 NO0316
 NO0316.The orthometric height was determined by differential leveling
 NO0316.and adjusted by the National Geodetic Survey in June 1991..
 NO0316
 NO0316.The geoid height was determined by GEOID03.
 NO0316
 NO0316.The dynamic height is computed by dividing the NAVD 88
 NO0316.geopotential number by the normal gravity value computed on the
 NO0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0316.degrees latitude (g = 980.6199 gals.).
 NO0316
 NO0316.The modeled gravity was interpolated from observed gravity values.
 NO0316
 NO0316;                    North         East    Units  Estimated Accuracy
 NO0316;SPC NE       -   344,210.      360,450.      MT  (+/- 180 meters Scaled)
 NO0316
 NO0316                          SUPERSEDED SURVEY CONTROL
 NO0316
 NO0316  NGVD 29 (??/??/92)  994.662  (m)         3263.32   (f) ADJ UNCH    1 2
 NO0316
 NO0316.Superseded values are not recommended for survey control.
 NO0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0316.See file dsdata.txt to determine how the superseded data were derived.
 NO0316
 NO0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN788555(NAD 83)
 NO0316_MARKER: DB = BENCH MARK DISK
 NO0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0316_STAMPING: A 350 1957
 NO0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0316+STABILITY: SURFACE MOTION
 NO0316
 NO0316  HISTORY     - Date     Condition        Report By
 NO0316  HISTORY     - 1957     MONUMENTED       CGS
 NO0316
 NO0316                          STATION DESCRIPTION
 NO0316
 NO0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0316'0.6 MI W FROM MERRIMAN.
 NO0316'ABOUT 0.55 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0316'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 37 W., SECTION
 NO0316'18., AT THE ENTRANCE TO THE FAIR GROUNDS, 46 FEET NORTH OF THE NORTH
 NO0316'RAIL, 31 FEET WEST OF THE CENTER LINE OF THE FAIR GROUNDS ROAD, 16
 NO0316'FEET SOUTHWEST OF A LIGHT POLE, 2 FEET SOUTH OF A FENCE, 2 FEET
 NO0316'WEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 NO0316'POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0007 ***********************************************************************
 NP0007  DESIGNATION -  A 351
 NP0007  PID         -  NP0007
 NP0007  STATE/COUNTY-  NE/SHERIDAN
 NP0007  USGS QUAD   -  GORDON SE (1969)
 NP0007
 NP0007                         *CURRENT SURVEY CONTROL
 NP0007  ___________________________________________________________________
 NP0007* NAD 83(1986)-  42 50 11.     (N)    102 05 39.     (W)     SCALED    
 NP0007* NAVD 88     -      1088.119  (meters)    3569.94   (feet)  ADJUSTED  
 NP0007  ___________________________________________________________________
 NP0007  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 NP0007  DYNAMIC HT  -        1087.604 (meters)    3568.25  (feet)  COMP
 NP0007  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 NP0007
 NP0007  VERT ORDER  -  FIRST     CLASS II
 NP0007
 NP0007.The horizontal coordinates were scaled from a topographic map and have
 NP0007.an estimated accuracy of +/- 6 seconds.
 NP0007
 NP0007.The orthometric height was determined by differential leveling
 NP0007.and adjusted by the National Geodetic Survey in June 1991..
 NP0007
 NP0007.The geoid height was determined by GEOID03.
 NP0007
 NP0007.The dynamic height is computed by dividing the NAVD 88
 NP0007.geopotential number by the normal gravity value computed on the
 NP0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0007.degrees latitude (g = 980.6199 gals.).
 NP0007
 NP0007.The modeled gravity was interpolated from observed gravity values.
 NP0007
 NP0007;                    North         East    Units  Estimated Accuracy
 NP0007;SPC NE       -   335,520.      328,820.      MT  (+/- 180 meters Scaled)
 NP0007
 NP0007                          SUPERSEDED SURVEY CONTROL
 NP0007
 NP0007  NGVD 29 (??/??/92) 1087.640  (m)         3568.37   (f) ADJ UNCH    1 2
 NP0007
 NP0007.Superseded values are not recommended for survey control.
 NP0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0007.See file dsdata.txt to determine how the superseded data were derived.
 NP0007
 NP0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH374467(NAD 83)
 NP0007_MARKER: DB = BENCH MARK DISK
 NP0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0007_STAMPING: A 351 1957
 NP0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0007+STABILITY: SURFACE MOTION
 NP0007
 NP0007  HISTORY     - Date     Condition        Report By
 NP0007  HISTORY     - 1957     MONUMENTED       CGS
 NP0007
 NP0007                          STATION DESCRIPTION
 NP0007
 NP0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0007'5.7 MI NE FROM GORDON.
 NP0007'ABOUT 5.7 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0007'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 41 W., SECTION
 NP0007'13., 159 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD CROSSING,
 NP0007'108 FEET NORTHEAST OF THE CENTER LINE OF A FIELD ROAD, 53 FEET
 NP0007'SOUTHEAST OF THE 6TH TELEPHONE POLE NORTHEAST OF MILEPOST 354, 96
 NP0007'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 1/2 FEET NORTHWEST OF
 NP0007'THE SOUTH EAST RIGHT OF WAY FENCE, 1 1/2 FEET NORTHEAST OF A
 NP0007'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND IN
 NP0007'THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0048 ***********************************************************************
 NP0048  DESIGNATION -  A 352
 NP0048  PID         -  NP0048
 NP0048  STATE/COUNTY-  NE/SHERIDAN
 NP0048  USGS QUAD   -  RUSHVILLE (1966)
 NP0048
 NP0048                         *CURRENT SURVEY CONTROL
 NP0048  ___________________________________________________________________
 NP0048* NAD 83(1986)-  42 43 18.     (N)    102 27 48.     (W)     SCALED    
 NP0048* NAVD 88     -      1140.015  (meters)    3740.20   (feet)  ADJUSTED  
 NP0048  ___________________________________________________________________
 NP0048  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 NP0048  DYNAMIC HT  -        1139.441 (meters)    3738.32  (feet)  COMP
 NP0048  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 NP0048
 NP0048  VERT ORDER  -  FIRST     CLASS II
 NP0048
 NP0048.The horizontal coordinates were scaled from a topographic map and have
 NP0048.an estimated accuracy of +/- 6 seconds.
 NP0048
 NP0048.The orthometric height was determined by differential leveling
 NP0048.and adjusted by the National Geodetic Survey in June 1991..
 NP0048
 NP0048.The geoid height was determined by GEOID03.
 NP0048
 NP0048.The dynamic height is computed by dividing the NAVD 88
 NP0048.geopotential number by the normal gravity value computed on the
 NP0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0048.degrees latitude (g = 980.6199 gals.).
 NP0048
 NP0048.The modeled gravity was interpolated from observed gravity values.
 NP0048
 NP0048;                    North         East    Units  Estimated Accuracy
 NP0048;SPC NE       -   323,580.      298,280.      MT  (+/- 180 meters Scaled)
 NP0048
 NP0048                          SUPERSEDED SURVEY CONTROL
 NP0048
 NP0048  NGVD 29 (??/??/92) 1139.491  (m)         3738.48   (f) ADJ UNCH    1 2
 NP0048
 NP0048.Superseded values are not recommended for survey control.
 NP0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0048.See file dsdata.txt to determine how the superseded data were derived.
 NP0048
 NP0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH076330(NAD 83)
 NP0048_MARKER: DB = BENCH MARK DISK
 NP0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0048_SP_SET: WATER TANK LEG FOUNDATION
 NP0048_STAMPING: A 352 1957
 NP0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0048
 NP0048  HISTORY     - Date     Condition        Report By
 NP0048  HISTORY     - 1957     MONUMENTED       CGS
 NP0048  HISTORY     - 1982     GOOD             LOCSUR
 NP0048  HISTORY     - 1985     GOOD             NGS
 NP0048
 NP0048                          STATION DESCRIPTION
 NP0048
 NP0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0048'AT RUSHVILLE.
 NP0048'AT RUSHVILLE, AT THE CITY WATER TANK, 115 FEET EAST OF THE
 NP0048'CENTER LINE OF STATE HIGHWAY 87, IN T. 32 N., R. 44 W., SECTION
 NP0048'27., SET IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 NP0048'CONCRETE FOUNDATION SUPPORTING THE SOUTHWEST LEG OF THE WATER
 NP0048'TANK WHICH PROJECTS 1 FOOT.
 NP0048
 NP0048                          STATION RECOVERY (1982)
 NP0048
 NP0048'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NP0048'RECOVERED IN GOOD CONDITION.
 NP0048
 NP0048                          STATION RECOVERY (1985)
 NP0048
 NP0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0048'THE PASSING BY THE WATER TANK IS NO LONGER STATE HIGHWAY 87.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0310 ***********************************************************************
 NO0310  DESIGNATION -  A 353
 NO0310  PID         -  NO0310
 NO0310  STATE/COUNTY-  NE/CHERRY
 NO0310  USGS QUAD   -  MERRIMAN (1990)
 NO0310
 NO0310                         *CURRENT SURVEY CONTROL
 NO0310  ___________________________________________________________________
 NO0310* NAD 83(1986)-  42 55 42.     (N)    101 38 24.     (W)     SCALED    
 NO0310* NAVD 88     -       982.838  (meters)    3224.53   (feet)  ADJUSTED  
 NO0310  ___________________________________________________________________
 NO0310  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 NO0310  DYNAMIC HT  -         982.415 (meters)    3223.14  (feet)  COMP
 NO0310  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 NO0310
 NO0310  VERT ORDER  -  FIRST     CLASS II
 NO0310
 NO0310.The horizontal coordinates were scaled from a topographic map and have
 NO0310.an estimated accuracy of +/- 6 seconds.
 NO0310
 NO0310.The orthometric height was determined by differential leveling
 NO0310.and adjusted by the National Geodetic Survey in June 1991..
 NO0310
 NO0310.The geoid height was determined by GEOID03.
 NO0310
 NO0310.The dynamic height is computed by dividing the NAVD 88
 NO0310.geopotential number by the normal gravity value computed on the
 NO0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0310.degrees latitude (g = 980.6199 gals.).
 NO0310
 NO0310.The modeled gravity was interpolated from observed gravity values.
 NO0310
 NO0310;                    North         East    Units  Estimated Accuracy
 NO0310;SPC NE       -   344,930.      366,130.      MT  (+/- 180 meters Scaled)
 NO0310
 NO0310                          SUPERSEDED SURVEY CONTROL
 NO0310
 NO0310  NGVD 29 (??/??/92)  982.430  (m)         3223.19   (f) ADJ UNCH    1 2
 NO0310
 NO0310.Superseded values are not recommended for survey control.
 NO0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0310.See file dsdata.txt to determine how the superseded data were derived.
 NO0310
 NO0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN845562(NAD 83)
 NO0310_MARKER: DB = BENCH MARK DISK
 NO0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0310_STAMPING: A 353 1957
 NO0310_MARK LOGO: CGS   
 NO0310_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0310+STABILITY: SURFACE MOTION
 NO0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0310+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NO0310
 NO0310  HISTORY     - Date     Condition        Report By
 NO0310  HISTORY     - 1957     MONUMENTED       CGS
 NO0310  HISTORY     - 19991006 GOOD             NGS
 NO0310
 NO0310                          STATION DESCRIPTION
 NO0310
 NO0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0310'3.2 MI E FROM MERRIMAN.
 NO0310'ABOUT 3.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0310'FROM THE STATION AT MERRIMAN, IN SECTION 14, T. 34 N., R. 37 W.,
 NO0310'23 FEET SOUTH-SOUTHEAST OF THE 3RD POLE EAST OF MILEPOST 329, 42
 NO0310'FEET SOUTH-SOUTHEAST OF THE NEAR RAIL, 62 FEET WEST AND ACROSS
 NO0310'A ROAD FROM A T FENCE CORNER, 36 FEET WEST OF THE NORTHWEST
 NO0310'CORNER OF A CATTLE GUARD, 49 FEET NORTHWEST OF THE WEST END OF A
 NO0310'36-INCH PIPE CULVERT THAT IS UNDER THE ROAD, 2 FEET NORTH OF A
 NO0310'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 NO0310'LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0310'PROJECTS 6 INCHES.
 NO0310
 NO0310                          STATION RECOVERY (1999)
 NO0310
 NO0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NO0310'5.1 KM (3.15 MI) EASTERLY ALONG U.S.  HIGHWAY 20 FROM THE POST OFFICE
 NO0310'IN MERRIMAN, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG A PAVED ROAD,
 NO0310'13.9 M (45.6 FT) SOUTH OF THE CENTER OF A RAILROAD GRADE (TRACK
 NO0310'REMOVED) , 10.7 M (35.1 FT) WEST OF THE ROAD CENTER, 3.1 M (10.2 FT)
 NO0310'NORTHEAST OF THE NORTH END OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL
 NO0310'OF THE ROAD, AND THE MONUMENT PROJECTS 0.6 M (2.0 FT) ABOVE THE GROUND
 NO0310'SURFACE.  NOTE--THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0491 ***********************************************************************
 NP0491  DESIGNATION -  A 354
 NP0491  PID         -  NP0491
 NP0491  STATE/COUNTY-  NE/SIOUX
 NP0491  USGS QUAD   -  MONTROSE (1980)
 NP0491
 NP0491                         *CURRENT SURVEY CONTROL
 NP0491  ___________________________________________________________________
 NP0491* NAD 83(1986)-  42 59 59.     (N)    103 39 08.     (W)     SCALED    
 NP0491* NAVD 88     -      1091.541  (meters)    3581.16   (feet)  ADJUSTED  
 NP0491  ___________________________________________________________________
 NP0491  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 NP0491  DYNAMIC HT  -        1091.036 (meters)    3579.51  (feet)  COMP
 NP0491  MODELED GRAV-     980,120.4   (mgal)                       NAVD 88
 NP0491
 NP0491  VERT ORDER  -  FIRST     CLASS II
 NP0491
 NP0491.The horizontal coordinates were scaled from a topographic map and have
 NP0491.an estimated accuracy of +/- 6 seconds.
 NP0491
 NP0491.The orthometric height was determined by differential leveling
 NP0491.and adjusted by the National Geodetic Survey in June 1991..
 NP0491
 NP0491.The geoid height was determined by GEOID03.
 NP0491
 NP0491.The dynamic height is computed by dividing the NAVD 88
 NP0491.geopotential number by the normal gravity value computed on the
 NP0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0491.degrees latitude (g = 980.6199 gals.).
 NP0491
 NP0491.The modeled gravity was interpolated from observed gravity values.
 NP0491
 NP0491;                    North         East    Units  Estimated Accuracy
 NP0491;SPC NE       -   357,880.      202,280.      MT  (+/- 180 meters Scaled)
 NP0491
 NP0491                          SUPERSEDED SURVEY CONTROL
 NP0491
 NP0491  NGVD 29 (??/??/92) 1090.984  (m)         3579.34   (f) ADJ UNCH    1 2
 NP0491
 NP0491.Superseded values are not recommended for survey control.
 NP0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0491.See file dsdata.txt to determine how the superseded data were derived.
 NP0491
 NP0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH098616(NAD 83)
 NP0491_MARKER: DB = BENCH MARK DISK
 NP0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0491_SP_SET: ABUTMENT
 NP0491_STAMPING: A 354 1957
 NP0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0491
 NP0491  HISTORY     - Date     Condition        Report By
 NP0491  HISTORY     - 1957     MONUMENTED       CGS
 NP0491  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0491
 NP0491                          STATION DESCRIPTION
 NP0491
 NP0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0491'25.9 MI NW FROM CRAWFORD.
 NP0491'ABOUT 25.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0491'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, 8 POLES SOUTHEAST
 NP0491'OF MILEPOST 449, 0.1 MILE SOUTHEAST OF A ROAD CROSSING AND THE
 NP0491'NEBRASKA-SOUTH DAKOTA STATE LINE, 5 1/2 FEET SOUTHWEST OF THE
 NP0491'SOUTHWEST RAIL, 1 1/2 FEET LOWER THAN THE RAIL AND IN THE TOP
 NP0491'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE
 NP0491'448.83.
 NP0491
 NP0491                          STATION RECOVERY (1985)
 NP0491
 NP0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0491'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0532 ***********************************************************************
 NN0532  DESIGNATION -  A 36
 NN0532  PID         -  NN0532
 NN0532  STATE/COUNTY-  NE/KEYA PAHA
 NN0532  USGS QUAD   -  SPRINGVIEW (1964)
 NN0532
 NN0532                         *CURRENT SURVEY CONTROL
 NN0532  ___________________________________________________________________
 NN0532* NAD 83(1986)-  42 47 43.     (N)    099 41 23.     (W)     SCALED    
 NN0532* NAVD 88     -       738.754  (meters)    2423.73   (feet)  ADJUSTED  
 NN0532  ___________________________________________________________________
 NN0532  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 NN0532  DYNAMIC HT  -         738.460 (meters)    2422.76  (feet)  COMP
 NN0532  MODELED GRAV-     980,199.6   (mgal)                       NAVD 88
 NN0532
 NN0532  VERT ORDER  -  SECOND    CLASS 0
 NN0532
 NN0532.The horizontal coordinates were scaled from a topographic map and have
 NN0532.an estimated accuracy of +/- 6 seconds.
 NN0532
 NN0532.The orthometric height was determined by differential leveling
 NN0532.and adjusted by the National Geodetic Survey in June 1991..
 NN0532
 NN0532.The geoid height was determined by GEOID03.
 NN0532
 NN0532.The dynamic height is computed by dividing the NAVD 88
 NN0532.geopotential number by the normal gravity value computed on the
 NN0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0532.degrees latitude (g = 980.6199 gals.).
 NN0532
 NN0532.The modeled gravity was interpolated from observed gravity values.
 NN0532
 NN0532;                    North         East    Units  Estimated Accuracy
 NN0532;SPC NE       -   328,930.      525,380.      MT  (+/- 180 meters Scaled)
 NN0532
 NN0532                          SUPERSEDED SURVEY CONTROL
 NN0532
 NN0532  NGVD 29 (??/??/92)  738.480  (m)         2422.83   (f) ADJ UNCH    2 0
 NN0532
 NN0532.Superseded values are not recommended for survey control.
 NN0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0532.See file dsdata.txt to determine how the superseded data were derived.
 NN0532
 NN0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN435383(NAD 83)
 NN0532_MARKER: DB = BENCH MARK DISK
 NN0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0532_STAMPING: A-36--1934
 NN0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0532+STABILITY: SURFACE MOTION
 NN0532
 NN0532  HISTORY     - Date     Condition        Report By
 NN0532  HISTORY     - 1934     MONUMENTED       CGS
 NN0532
 NN0532                          STATION DESCRIPTION
 NN0532
 NN0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0532'5 MI S FROM SPRINGVIEW.
 NN0532'A-36 IS LOCATED 5 MILES SOUTH OF COURTHOUSE AT SPRINGVIEW, 44 FEET
 NN0532'SOUTH OF CENTERLINE OF U.S. HWY. 83, 26 FEET EAST OF CENTERLINE
 NN0532'OF A SECTION LINE ROAD RUNNING SOUTH OFF TO HIGHWAY, 10.3 FEET
 NN0532'SOUTH OF FENCE LINE, 1 FOOT WEST OF FENCE LINE.  STANDARD TABLET
 NN0532'SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0512 ***********************************************************************
 LG0512  DESIGNATION -  A 363
 LG0512  PID         -  LG0512
 LG0512  STATE/COUNTY-  NE/SEWARD
 LG0512  USGS QUAD   -  SEWARD (1964)
 LG0512
 LG0512                         *CURRENT SURVEY CONTROL
 LG0512  ___________________________________________________________________
 LG0512* NAD 83(1986)-  40 54 06.     (N)    097 07 13.     (W)     SCALED    
 LG0512* NAVD 88     -       439.151  (meters)    1440.78   (feet)  ADJUSTED  
 LG0512  ___________________________________________________________________
 LG0512  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0512  DYNAMIC HT  -         438.921 (meters)    1440.03  (feet)  COMP
 LG0512  MODELED GRAV-     980,085.7   (mgal)                       NAVD 88
 LG0512
 LG0512  VERT ORDER  -  SECOND    CLASS 0
 LG0512
 LG0512.The horizontal coordinates were scaled from a topographic map and have
 LG0512.an estimated accuracy of +/- 6 seconds.
 LG0512
 LG0512.The orthometric height was determined by differential leveling
 LG0512.and adjusted by the National Geodetic Survey in June 1991..
 LG0512
 LG0512.The geoid height was determined by GEOID03.
 LG0512
 LG0512.The dynamic height is computed by dividing the NAVD 88
 LG0512.geopotential number by the normal gravity value computed on the
 LG0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0512.degrees latitude (g = 980.6199 gals.).
 LG0512
 LG0512.The modeled gravity was interpolated from observed gravity values.
 LG0512
 LG0512;                    North         East    Units  Estimated Accuracy
 LG0512;SPC NE       -   122,650.      742,530.      MT  (+/- 180 meters Scaled)
 LG0512
 LG0512                          SUPERSEDED SURVEY CONTROL
 LG0512
 LG0512  NGVD 29 (??/??/92)  438.973  (m)         1440.20   (f) ADJ UNCH    2 0
 LG0512
 LG0512.Superseded values are not recommended for survey control.
 LG0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0512.See file dsdata.txt to determine how the superseded data were derived.
 LG0512
 LG0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL583295(NAD 83)
 LG0512_MARKER: DB = BENCH MARK DISK
 LG0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0512_STAMPING: A 363 1961
 LG0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0512+STABILITY: SURFACE MOTION
 LG0512
 LG0512  HISTORY     - Date     Condition        Report By
 LG0512  HISTORY     - 1961     MONUMENTED       CGS
 LG0512  HISTORY     - 1975     GOOD             NGS
 LG0512
 LG0512                          STATION DESCRIPTION
 LG0512
 LG0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0512'1.2 MI NW FROM SEWARD.
 LG0512'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0512'FROM THE STATION AT SEWARD, THENCE 0.7 MILE WEST ALONG U.S.
 LG0512'HIGHWAY 34 AND STATE HIGHWAY 2, 80.2 FEET NORTHEAST OF BRIDGE
 LG0512'2379, 44.2 NORTH OF THE CENTER LINE OF HIGHWAYS, 35.7 FEET
 LG0512'EAST OF CENTER OF A GRAVEL ROAD, 2.1 FEET SOUTHEAST OF A POWER
 LG0512'POLE WITH ONE GUY WIRE, 1.7 FEET WEST OF A METAL WITNESS POST
 LG0512'WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6
 LG0512'INCHES ABOVE GROUND AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 LG0512
 LG0512                          STATION RECOVERY (1975)
 LG0512
 LG0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LG0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0059 ***********************************************************************
 LG0059  DESIGNATION -  A 364
 LG0059  PID         -  LG0059
 LG0059  STATE/COUNTY-  NE/CASS
 LG0059  USGS QUAD   -  ELMWOOD (1966)
 LG0059
 LG0059                         *CURRENT SURVEY CONTROL
 LG0059  ___________________________________________________________________
 LG0059* NAD 83(1986)-  40 48 44.     (N)    096 18 46.     (W)     SCALED    
 LG0059* NAVD 88     -       387.797  (meters)    1272.30   (feet)  ADJUSTED  
 LG0059  ___________________________________________________________________
 LG0059  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 LG0059  DYNAMIC HT  -         387.632 (meters)    1271.76  (feet)  COMP
 LG0059  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 LG0059
 LG0059  VERT ORDER  -  SECOND    CLASS 0
 LG0059
 LG0059.The horizontal coordinates were scaled from a topographic map and have
 LG0059.an estimated accuracy of +/- 6 seconds.
 LG0059
 LG0059.The orthometric height was determined by differential leveling
 LG0059.and adjusted by the National Geodetic Survey in June 1991..
 LG0059
 LG0059.The geoid height was determined by GEOID03.
 LG0059
 LG0059.The dynamic height is computed by dividing the NAVD 88
 LG0059.geopotential number by the normal gravity value computed on the
 LG0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0059.degrees latitude (g = 980.6199 gals.).
 LG0059
 LG0059.The modeled gravity was interpolated from observed gravity values.
 LG0059
 LG0059;                    North         East    Units  Estimated Accuracy
 LG0059;SPC NE       -   115,320.      810,930.      MT  (+/- 180 meters Scaled)
 LG0059
 LG0059                          SUPERSEDED SURVEY CONTROL
 LG0059
 LG0059  NGVD 29 (??/??/92)  387.703  (m)         1271.99   (f) ADJ UNCH    2 0
 LG0059
 LG0059.Superseded values are not recommended for survey control.
 LG0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0059.See file dsdata.txt to determine how the superseded data were derived.
 LG0059
 LG0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL266213(NAD 83)
 LG0059_MARKER: DB = BENCH MARK DISK
 LG0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0059_STAMPING: A 364 1961
 LG0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0059+STABILITY: SURFACE MOTION
 LG0059
 LG0059  HISTORY     - Date     Condition        Report By
 LG0059  HISTORY     - 1961     MONUMENTED       CGS
 LG0059  HISTORY     - 1964     GOOD             NGS
 LG0059
 LG0059                          STATION DESCRIPTION
 LG0059
 LG0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0059'6 MI E FROM EAGLE.
 LG0059'0.15 MILE SOUTH ALONG THE DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0059'EAGLE, THENCE 6.1 MILES EAST ALONG U.S. HIGHWAY 34, 104 FEET
 LG0059'SOUTHWEST OF A ROAD CROSSING, 32.4 FEET EAST OF THE NORTHEAST
 LG0059'CORNER OF A FARM HOUSE, 34 FEET WEST OF THE CENTER OF A DIRT
 LG0059'ROAD, 15 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 1 FOOT
 LG0059'SOUTHWEST OF A TELEPHONE POLE, 1.6 FEET EAST OF A BOARD FENCE,
 LG0059'1 FOOT LOWER THAN THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE
 LG0059'POST FLUSH WITH THE GROUND.
 LG0059
 LG0059                          STATION RECOVERY (1964)
 LG0059
 LG0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LG0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0343 ***********************************************************************
 LG0343  DESIGNATION -  A 365
 LG0343  PID         -  LG0343
 LG0343  STATE/COUNTY-  NE/GAGE
 LG0343  USGS QUAD   -  CORTLAND (1964)
 LG0343
 LG0343                         *CURRENT SURVEY CONTROL
 LG0343  ___________________________________________________________________
 LG0343* NAD 83(1986)-  40 30 32.     (N)    096 41 17.     (W)     SCALED    
 LG0343* NAVD 88     -       442.177  (meters)    1450.71   (feet)  ADJUSTED  
 LG0343  ___________________________________________________________________
 LG0343  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 LG0343  DYNAMIC HT  -         441.960 (meters)    1450.00  (feet)  COMP
 LG0343  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 LG0343
 LG0343  VERT ORDER  -  SECOND    CLASS 0
 LG0343
 LG0343.The horizontal coordinates were scaled from a topographic map and have
 LG0343.an estimated accuracy of +/- 6 seconds.
 LG0343
 LG0343.The orthometric height was determined by differential leveling
 LG0343.and adjusted by the National Geodetic Survey in June 1991..
 LG0343
 LG0343.The geoid height was determined by GEOID03.
 LG0343
 LG0343.The dynamic height is computed by dividing the NAVD 88
 LG0343.geopotential number by the normal gravity value computed on the
 LG0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0343.degrees latitude (g = 980.6199 gals.).
 LG0343
 LG0343.The modeled gravity was interpolated from observed gravity values.
 LG0343
 LG0343;                    North         East    Units  Estimated Accuracy
 LG0343;SPC NE       -    80,380.      780,590.      MT  (+/- 180 meters Scaled)
 LG0343
 LG0343                          SUPERSEDED SURVEY CONTROL
 LG0343
 LG0343  NGVD 29 (??/??/92)  442.068  (m)         1450.35   (f) ADJ UNCH    2 0
 LG0343
 LG0343.Superseded values are not recommended for survey control.
 LG0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0343.See file dsdata.txt to determine how the superseded data were derived.
 LG0343
 LG0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK958868(NAD 83)
 LG0343_MARKER: DB = BENCH MARK DISK
 LG0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0343_STAMPING: A365 1961
 LG0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0343+STABILITY: SURFACE MOTION
 LG0343
 LG0343  HISTORY     - Date     Condition        Report By
 LG0343  HISTORY     - 1961     MONUMENTED       CGS
 LG0343  HISTORY     - 1985     GOOD             NGS
 LG0343
 LG0343                          STATION DESCRIPTION
 LG0343
 LG0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0343'1.1 MI NE FROM CORTLAND.
 LG0343'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0343'AT CORTLAND TO A PAVED ROAD, THAN 0.9 MILE EAST ALONG A PAVED
 LG0343'ROAD, 60 FEET NORTH OF THE CENTER OF A PAVED ROAD, 2.1 FEET EAST
 LG0343'OF A POWER POLE, 2.2 FEET WEST OF A METAL WITNESS POST WITH
 LG0343'SIGN, 1.6 FEET HIGHER THAN THE ROAD, 10 INCHES SOUTH OF A FENCE,
 LG0343'SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 LG0343
 LG0343                          STATION RECOVERY (1985)
 LG0343
 LG0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0343'0.32 KM (0.2 MI) NORTH AONG U.S. HIGHWAY 77, FROM THE POST OFFICE AT
 LG0343'CORTLAND, THENCE 1.45 KM (0.9 MI) RIGHT AND EAST ALONG EAST FIRST
 LG0343'STREET AND A PAVED ROAD, TO THE MARK ON THE LEFT, 18.3 M (60.0 FT)
 LG0343'NORTH FROM THE CENTERLINE OF THE ROAD, 0.64 MI (2.1 FT) EAST FROM A
 LG0343'POWERLINE POLE, A 0.15 MI (0.5 FT) SOUTH FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0424 ***********************************************************************
 LG0424  DESIGNATION -  A 366
 LG0424  PID         -  LG0424
 LG0424  STATE/COUNTY-  NE/SALINE
 LG0424  USGS QUAD   -  DORCHESTER NW (1964)
 LG0424
 LG0424                         *CURRENT SURVEY CONTROL
 LG0424  ___________________________________________________________________
 LG0424* NAD 83(1986)-  40 39 04.     (N)    097 08 35.     (W)     SCALED    
 LG0424* NAVD 88     -       453.777  (meters)    1488.77   (feet)  ADJUSTED  
 LG0424  ___________________________________________________________________
 LG0424  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 LG0424  DYNAMIC HT  -         453.525 (meters)    1487.94  (feet)  COMP
 LG0424  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 LG0424
 LG0424  VERT ORDER  -  FIRST     CLASS II
 LG0424
 LG0424.The horizontal coordinates were scaled from a topographic map and have
 LG0424.an estimated accuracy of +/- 6 seconds.
 LG0424
 LG0424.The orthometric height was determined by differential leveling
 LG0424.and adjusted by the National Geodetic Survey in May 1993..
 LG0424
 LG0424.The geoid height was determined by GEOID03.
 LG0424
 LG0424.The dynamic height is computed by dividing the NAVD 88
 LG0424.geopotential number by the normal gravity value computed on the
 LG0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0424.degrees latitude (g = 980.6199 gals.).
 LG0424
 LG0424.The modeled gravity was interpolated from observed gravity values.
 LG0424
 LG0424;                    North         East    Units  Estimated Accuracy
 LG0424;SPC NE       -    94,790.      741,530.      MT  (+/- 180 meters Scaled)
 LG0424
 LG0424                          SUPERSEDED SURVEY CONTROL
 LG0424
 LG0424  NAVD 88 (06/15/91)  453.794  (m)         1488.82   (f) UNKNOWN     1 2
 LG0424  NGVD 29 (??/??/92)  453.632  (m)         1488.29   (f) ADJ UNCH    1 2
 LG0424
 LG0424.Superseded values are not recommended for survey control.
 LG0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0424.See file dsdata.txt to determine how the superseded data were derived.
 LG0424
 LG0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL569016(NAD 83)
 LG0424_MARKER: DB = BENCH MARK DISK
 LG0424_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0424_SP_SET: HEADWALL
 LG0424_STAMPING: A 366 1961
 LG0424_MARK LOGO: CGS   
 LG0424_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0424+STABILITY: SURFACE MOTION
 LG0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0424+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0424
 LG0424  HISTORY     - Date     Condition        Report By
 LG0424  HISTORY     - 1961     MONUMENTED       CGS
 LG0424  HISTORY     - 19911008 GOOD             NGS
 LG0424
 LG0424                          STATION DESCRIPTION
 LG0424
 LG0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0424'1.4 MI W FROM DORCHESTER.
 LG0424'1.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0424'FROM THE STATION AT DORCHESTER, 130 FEET NORTH OF THE CENTER
 LG0424'LINE OF STATE HIGHWAY 33, 94 FEET EAST OF A ROAD CROSSING, 4
 LG0424'FEET LOWER THAN THE RAILROAD, SET IN THE CONCRETE IN THE
 LG0424'SOUTHWEST END OF A RAILROAD BRIDGE, 9 INCHES EAST OF THE WEST
 LG0424'END, 7 INCHES NORTH OF THE SOUTH END.
 LG0424
 LG0424                          STATION RECOVERY (1991)
 LG0424
 LG0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0424'15.9 KM (9.85 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0424'IN CRETE, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST CONCRETE
 LG0424'HEADWALL OF A BURLINGTON NORTHERN RAILROAD BRIDGE SPANNING SQUAW
 LG0424'CREEK, 39.6 M (129.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 28.7 M
 LG0424'(94.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 4.0 M (13.1 FT)
 LG0424'SOUTH OF THE NEAR RAIL, AND 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 LG0424'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0005 ***********************************************************************
 NN0005  DESIGNATION -  A 37
 NN0005  PID         -  NN0005
 NN0005  STATE/COUNTY-  NE/BOYD
 NN0005  USGS QUAD   -  LYNCH (1950)
 NN0005
 NN0005                         *CURRENT SURVEY CONTROL
 NN0005  ___________________________________________________________________
 NN0005* NAD 83(1986)-  42 49 42.     (N)    098 27 58.     (W)     SCALED    
 NN0005* NAVD 88     -       425.931  (meters)    1397.41   (feet)  POSTED    
 NN0005  ___________________________________________________________________
 NN0005  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 NN0005  DYNAMIC HT  -         425.780 (meters)    1396.91  (feet)  COMP
 NN0005  MODELED GRAV-     980,251.5   (mgal)                       NAVD 88
 NN0005
 NN0005  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NN0005
 NN0005.The horizontal coordinates were scaled from a topographic map and have
 NN0005.an estimated accuracy of +/- 6 seconds.
 NN0005
 NN0005.The orthometric height was determined by differential leveling
 NN0005.and adjusted by the National Geodetic Survey in 1992..
 NN0005.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NN0005.rate of 0.0 thru 1.0 mm/km.
 NN0005
 NN0005.The geoid height was determined by GEOID03.
 NN0005
 NN0005.The dynamic height is computed by dividing the NAVD 88
 NN0005.geopotential number by the normal gravity value computed on the
 NN0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0005.degrees latitude (g = 980.6199 gals.).
 NN0005
 NN0005.The modeled gravity was interpolated from observed gravity values.
 NN0005
 NN0005;                    North         East    Units  Estimated Accuracy
 NN0005;SPC NE       -   333,660.      625,410.      MT  (+/- 180 meters Scaled)
 NN0005
 NN0005                          SUPERSEDED SURVEY CONTROL
 NN0005
 NN0005  NGVD 29 (??/??/92)  425.663  (m)         1396.53   (f) ADJ UNCH    2 0
 NN0005
 NN0005.Superseded values are not recommended for survey control.
 NN0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0005.See file dsdata.txt to determine how the superseded data were derived.
 NN0005
 NN0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN436418(NAD 83)
 NN0005_MARKER: DB = BENCH MARK DISK
 NN0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0005_STAMPING: A 37 1934
 NN0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0005+STABILITY: SURFACE MOTION
 NN0005
 NN0005  HISTORY     - Date     Condition        Report By
 NN0005  HISTORY     - 1934     MONUMENTED       CGS
 NN0005  HISTORY     - 1949     GOOD             NGS
 NN0005
 NN0005                          STATION DESCRIPTION
 NN0005
 NN0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NN0005'AT LYNCH.
 NN0005'AT LYNCH, 0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN
 NN0005'RAILWAY FROM THE STATION, 263 FEET EAST OF THE CENTER LINE OF A
 NN0005'PUBLIC ROAD CROSSING, 42.8 FEET SOUTH OF THE SOUTH RAIL OF THE
 NN0005'TRACK, 27.0 FEET EAST OF A CORNER FENCE POST, 2.2 FEET SOUTH
 NN0005'OF A FENCE, 1.0 FOOT SOUTH OF A REFERENCE POST, SET IN THE
 NN0005'TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1296 ***********************************************************************
 NM1296  DESIGNATION -  A 38
 NM1296  PID         -  NM1296
 NM1296  STATE/COUNTY-  NE/KNOX
 NM1296  USGS QUAD   -  CREIGHTON (1974)
 NM1296
 NM1296                         *CURRENT SURVEY CONTROL
 NM1296  ___________________________________________________________________
 NM1296* NAD 83(1986)-  42 28 00.     (N)    097 53 54.     (W)     SCALED    
 NM1296* NAVD 88     -       486.376  (meters)    1595.72   (feet)  ADJUSTED  
 NM1296  ___________________________________________________________________
 NM1296  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 NM1296  DYNAMIC HT  -         486.200 (meters)    1595.14  (feet)  COMP
 NM1296  MODELED GRAV-     980,243.1   (mgal)                       NAVD 88
 NM1296
 NM1296  VERT ORDER  -  SECOND    CLASS 0
 NM1296
 NM1296.The horizontal coordinates were scaled from a topographic map and have
 NM1296.an estimated accuracy of +/- 6 seconds.
 NM1296
 NM1296.The orthometric height was determined by differential leveling
 NM1296.and adjusted by the National Geodetic Survey in June 1991..
 NM1296
 NM1296.The geoid height was determined by GEOID03.
 NM1296
 NM1296.The dynamic height is computed by dividing the NAVD 88
 NM1296.geopotential number by the normal gravity value computed on the
 NM1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1296.degrees latitude (g = 980.6199 gals.).
 NM1296
 NM1296.The modeled gravity was interpolated from observed gravity values.
 NM1296
 NM1296;                    North         East    Units  Estimated Accuracy
 NM1296;SPC NE       -   294,480.      672,800.      MT  (+/- 180 meters Scaled)
 NM1296
 NM1296                          SUPERSEDED SURVEY CONTROL
 NM1296
 NM1296  NGVD 29 (??/??/92)  486.179  (m)         1595.07   (f) ADJ UNCH    2 0
 NM1296
 NM1296.Superseded values are not recommended for survey control.
 NM1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1296.See file dsdata.txt to determine how the superseded data were derived.
 NM1296
 NM1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN905021(NAD 83)
 NM1296_MARKER: DB = BENCH MARK DISK
 NM1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1296_STAMPING: A-38--1934
 NM1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1296+STABILITY: SURFACE MOTION
 NM1296
 NM1296  HISTORY     - Date     Condition        Report By
 NM1296  HISTORY     - 1934     MONUMENTED       CGS
 NM1296
 NM1296                          STATION DESCRIPTION
 NM1296
 NM1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1296'AT CREIGHTON.
 NM1296'LOCATED AT CREIGHTON, 88.1 FEET SOUTHEAST OF SOUTHEAST CORNER
 NM1296'OF CHICAGO AND NORTH WESTERN RWY. STATION, 52 FEET NORTH OF
 NM1296'CENTERLINE OF ROAD CROSSING TRACK, 51.4 FEET EAST OF EAST RAIL
 NM1296'OF MAIN TRACK, 2.3 FEET NORTHWEST OF CORNER FENCE POST.  STANDARD
 NM1296'TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1431 ***********************************************************************
 NM1431  DESIGNATION -  A 39
 NM1431  PID         -  NM1431
 NM1431  STATE/COUNTY-  NE/KNOX
 NM1431  USGS QUAD   -  BLOOMFIELD SE (1968)
 NM1431
 NM1431                         *CURRENT SURVEY CONTROL
 NM1431  ___________________________________________________________________
 NM1431* NAD 83(1986)-  42 32 25.     (N)    097 31 27.     (W)     SCALED    
 NM1431* NAVD 88     -       559.067  (meters)    1834.21   (feet)  ADJUSTED  
 NM1431  ___________________________________________________________________
 NM1431  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 NM1431  DYNAMIC HT  -         558.860 (meters)    1833.53  (feet)  COMP
 NM1431  MODELED GRAV-     980,231.8   (mgal)                       NAVD 88
 NM1431
 NM1431  VERT ORDER  -  SECOND    CLASS 0
 NM1431
 NM1431.The horizontal coordinates were scaled from a topographic map and have
 NM1431.an estimated accuracy of +/- 6 seconds.
 NM1431
 NM1431.The orthometric height was determined by differential leveling
 NM1431.and adjusted by the National Geodetic Survey in June 1991..
 NM1431
 NM1431.The geoid height was determined by GEOID03.
 NM1431
 NM1431.The dynamic height is computed by dividing the NAVD 88
 NM1431.geopotential number by the normal gravity value computed on the
 NM1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1431.degrees latitude (g = 980.6199 gals.).
 NM1431
 NM1431.The modeled gravity was interpolated from observed gravity values.
 NM1431
 NM1431;                    North         East    Units  Estimated Accuracy
 NM1431;SPC NE       -   303,470.      703,320.      MT  (+/- 180 meters Scaled)
 NM1431
 NM1431                          SUPERSEDED SURVEY CONTROL
 NM1431
 NM1431  NGVD 29 (??/??/92)  558.848  (m)         1833.49   (f) ADJ UNCH    2 0
 NM1431
 NM1431.Superseded values are not recommended for survey control.
 NM1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1431.See file dsdata.txt to determine how the superseded data were derived.
 NM1431
 NM1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN211108(NAD 83)
 NM1431_MARKER: DB = BENCH MARK DISK
 NM1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1431_STAMPING: A-39-1934
 NM1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1431+STABILITY: SURFACE MOTION
 NM1431
 NM1431  HISTORY     - Date     Condition        Report By
 NM1431  HISTORY     - 1934     MONUMENTED       CGS
 NM1431  HISTORY     - 1977     GOOD             LOCSUR
 NM1431
 NM1431                          STATION DESCRIPTION
 NM1431
 NM1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1431'3.5 MI N FROM WAUSA.
 NM1431'3.5 MILES NORTH OF THE WAUSA HIGH SCHOOL, 115 FEET NORTH OF
 NM1431'CENTERLINE OF SECTION ROAD, 28 FEET EAST OF CENTERLINE OF HIGHWAY,
 NM1431'2 FEET WEST OF FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM1431'POST 5 INCHES HIGH, STAMPED A 39 1934.
 NM1431
 NM1431                          STATION RECOVERY (1977)
 NM1431
 NM1431'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NM1431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0231 ***********************************************************************
 NP0231  DESIGNATION -  A 4
 NP0231  PID         -  NP0231
 NP0231  STATE/COUNTY-  NE/DAWES
 NP0231  USGS QUAD   -  CHADRON EAST (1970)
 NP0231
 NP0231                         *CURRENT SURVEY CONTROL
 NP0231  ___________________________________________________________________
 NP0231* NAD 83(1986)-  42 49 57.     (N)    103 00 00.     (W)     SCALED    
 NP0231* NAVD 88     -      1027.479  (meters)    3370.99   (feet)  ADJUSTED  
 NP0231  ___________________________________________________________________
 NP0231  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0231  DYNAMIC HT  -        1026.972 (meters)    3369.32  (feet)  COMP
 NP0231  MODELED GRAV-     980,092.2   (mgal)                       NAVD 88
 NP0231
 NP0231  VERT ORDER  -  FIRST     CLASS II
 NP0231
 NP0231.The horizontal coordinates were scaled from a topographic map and have
 NP0231.an estimated accuracy of +/- 6 seconds.
 NP0231
 NP0231.The orthometric height was determined by differential leveling
 NP0231.and adjusted by the National Geodetic Survey in June 1991..
 NP0231
 NP0231.The geoid height was determined by GEOID03.
 NP0231
 NP0231.The dynamic height is computed by dividing the NAVD 88
 NP0231.geopotential number by the normal gravity value computed on the
 NP0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0231.degrees latitude (g = 980.6199 gals.).
 NP0231
 NP0231.The modeled gravity was interpolated from observed gravity values.
 NP0231
 NP0231;                    North         East    Units  Estimated Accuracy
 NP0231;SPC NE       -   337,270.      254,780.      MT  (+/- 180 meters Scaled)
 NP0231
 NP0231                          SUPERSEDED SURVEY CONTROL
 NP0231
 NP0231  NGVD 29 (??/??/92) 1026.939  (m)         3369.22   (f) ADJ UNCH    1 2
 NP0231
 NP0231.Superseded values are not recommended for survey control.
 NP0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0231.See file dsdata.txt to determine how the superseded data were derived.
 NP0231
 NP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH634441(NAD 83)
 NP0231_MARKER: Z = SEE DESCRIPTION
 NP0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0231_SP_SET: STONE POST
 NP0231_MARK LOGO: NONE  
 NP0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0231+STABILITY: SURFACE MOTION
 NP0231
 NP0231  HISTORY     - Date     Condition        Report By
 NP0231  HISTORY     - UNK      MONUMENTED       CGS
 NP0231  HISTORY     - 1957     GOOD             NGS
 NP0231  HISTORY     - 1974     GOOD             LOCENG
 NP0231  HISTORY     - 19971218 GOOD             LOCSUR
 NP0231
 NP0231                          STATION DESCRIPTION
 NP0231
 NP0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0231'AT CHADRON.
 NP0231'AT CHADRON, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, JUST WEST
 NP0231'OF THE STATION AND NEAR THE WEST END OF THE RAILROAD PARK, 167
 NP0231'FEET WEST OF THE NORTHWEST CORNER OF THE RAILWAY EXPRESS AGENCY
 NP0231'BUILDING, 32 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 75
 NP0231'FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF MAIN STREET AND THE
 NP0231'MAIN TRACK, 62 FEET EAST OF THE CENTERLINE OF MAIN STREET, 92 FEET
 NP0231'NORTH OF THE CENTER LINE OF FIRST STREET, 2 FEET EAST OF A 16-INCH
 NP0231'ELM TREE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 NP0231'LEVEL WITH THE TRACK, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 NP0231'POST, ABOUT LEVEL WITH THE TRACK, THE BOTTOM OF A SQUARE HOLE IN
 NP0231'THE TOP OF A STONE POST AND SURROUNDED BY THE LETTERS USBM.  FLUSH
 NP0231'WITH THE GROUND.
 NP0231
 NP0231                          STATION RECOVERY (1974)
 NP0231
 NP0231'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NP0231'RECOVERED IN GOOD CONDITION.
 NP0231
 NP0231                          STATION RECOVERY (1997)
 NP0231
 NP0231'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RCC)
 NP0231'AT CHADRON ALONG THE DAKOTA, MINNESOTA AND EASTERN RAILROAD (FORMER
 NP0231'KNOWN AS THE CHICAGO AND NORTH WESTERN RAILROAD) JUST EAST OF MAIN
 NP0231'STREET, 49.25 FEET (15.01 M) SOUTHWEST OF SOUTH RAIL OF RAILROAD,
 NP0231'36.75 FEET (11.20 M) SOUTHEAST FROM CORNER OF A CHAINLINK FENCE, 62.5
 NP0231'FEET (19.1 M) EASWT FROM THE CENTERLINE OF MAIN STREET, 5.8 FEET (1.8
 NP0231'M) SOUTHWEST FROM CHAINLINK FENCE, 15.3 FEET (4.7 M) NORTHWEST FROM A
 NP0231'GALVANIZED PIPE FOR TEETER-TOTTER, THE BOTTOM OF A 1 1/4 INCH SQUARE
 NP0231'HOLE IN THE CENTER OF A 6 INCH SQUARE LIMESTONE POST SURROUNDED BY THE
 NP0231'LETTERS USBM.  MONUMENT FALLS WITHIN AN OLD RAILROAD PARK NEAR A
 NP0231'BURIED TREE STUMP.  VERIFICATION OF ELEVATION SHOULD BE CHECKED BEFORE
 NP0231'USING DUE TO PRESENCE OF THE TREE STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1122 ***********************************************************************
 NM1122  DESIGNATION -  A 40
 NM1122  PID         -  NM1122
 NM1122  STATE/COUNTY-  NE/CEDAR
 NM1122  USGS QUAD   -  FORDYCE (1968)
 NM1122
 NM1122                         *CURRENT SURVEY CONTROL
 NM1122  ___________________________________________________________________
 NM1122* NAD 83(1986)-  42 38 27.     (N)    097 17 18.     (W)     SCALED    
 NM1122* NAVD 88     -       424.849  (meters)    1393.86   (feet)  ADJUSTED  
 NM1122  ___________________________________________________________________
 NM1122  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NM1122  DYNAMIC HT  -         424.706 (meters)    1393.39  (feet)  COMP
 NM1122  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 NM1122
 NM1122  VERT ORDER  -  SECOND    CLASS 0
 NM1122
 NM1122.The horizontal coordinates were scaled from a topographic map and have
 NM1122.an estimated accuracy of +/- 6 seconds.
 NM1122
 NM1122.The orthometric height was determined by differential leveling
 NM1122.and adjusted by the National Geodetic Survey in June 1991..
 NM1122
 NM1122.The geoid height was determined by GEOID03.
 NM1122
 NM1122.The dynamic height is computed by dividing the NAVD 88
 NM1122.geopotential number by the normal gravity value computed on the
 NM1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1122.degrees latitude (g = 980.6199 gals.).
 NM1122
 NM1122.The modeled gravity was interpolated from observed gravity values.
 NM1122
 NM1122;                    North         East    Units  Estimated Accuracy
 NM1122;SPC NE       -   315,210.      722,330.      MT  (+/- 180 meters Scaled)
 NM1122
 NM1122                          SUPERSEDED SURVEY CONTROL
 NM1122
 NM1122  NGVD 29 (??/??/92)  424.644  (m)         1393.19   (f) ADJ UNCH    2 0
 NM1122
 NM1122.Superseded values are not recommended for survey control.
 NM1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1122.See file dsdata.txt to determine how the superseded data were derived.
 NM1122
 NM1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN403223(NAD 83)
 NM1122_MARKER: DB = BENCH MARK DISK
 NM1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1122_STAMPING: A-40--1934
 NM1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1122+STABILITY: SURFACE MOTION
 NM1122
 NM1122  HISTORY     - Date     Condition        Report By
 NM1122  HISTORY     - 1934     MONUMENTED       CGS
 NM1122  HISTORY     - 1967     MARK NOT FOUND   NGS
 NM1122
 NM1122                          STATION DESCRIPTION
 NM1122
 NM1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1122'1.7 MI N FROM HARTINGTON.
 NM1122'IS LOCATED 1.7 MILES NORTH OF STATION ALONG C.ST. P.M. AND O.
 NM1122'RWY. AT HARTINGTON, 65 YARDS EAST OF INTERSECTION OF SECTION
 NM1122'ROAD AND RAILROAD, 46.5 FEET EAST OF EAST RAIL OF TRACKS,
 NM1122'1.4 FEET WEST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF
 NM1122'CONCRETE POST 7 INCHES HIGH.
 NM1122
 NM1122                          STATION RECOVERY (1967)
 NM1122
 NM1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NM1122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0543 ***********************************************************************
 NP0543  DESIGNATION -  A 416
 NP0543  PID         -  NP0543
 NP0543  STATE/COUNTY-  NE/DAWES
 NP0543  USGS QUAD   -  CRAWFORD (1980)
 NP0543
 NP0543                         *CURRENT SURVEY CONTROL
 NP0543  ___________________________________________________________________
 NP0543* NAD 83(1986)-  42 40 50.     (N)    103 24 29.     (W)     SCALED    
 NP0543* NAVD 88     -      1146.162  (meters)    3760.37   (feet)  ADJUSTED  
 NP0543  ___________________________________________________________________
 NP0543  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 NP0543  DYNAMIC HT  -        1145.546 (meters)    3758.35  (feet)  COMP
 NP0543  MODELED GRAV-     980,044.8   (mgal)                       NAVD 88
 NP0543
 NP0543  VERT ORDER  -  FIRST     CLASS II
 NP0543
 NP0543.The horizontal coordinates were scaled from a topographic map and have
 NP0543.an estimated accuracy of +/- 6 seconds.
 NP0543
 NP0543.The orthometric height was determined by differential leveling
 NP0543.and adjusted by the National Geodetic Survey in July 2002..
 NP0543.No vertical observational check was made to the station.
 NP0543
 NP0543.The geoid height was determined by GEOID03.
 NP0543
 NP0543.The dynamic height is computed by dividing the NAVD 88
 NP0543.geopotential number by the normal gravity value computed on the
 NP0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0543.degrees latitude (g = 980.6199 gals.).
 NP0543
 NP0543.The modeled gravity was interpolated from observed gravity values.
 NP0543
 NP0543;                    North         East    Units  Estimated Accuracy
 NP0543;SPC NE       -   321,640.      220,780.      MT  (+/- 180 meters Scaled)
 NP0543
 NP0543                          SUPERSEDED SURVEY CONTROL
 NP0543
 NP0543  NAVD 88 (06/15/91) 1146.156  (m)         3760.35   (f) UNKNOWN     1 2
 NP0543
 NP0543.Superseded values are not recommended for survey control.
 NP0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0543.See file dsdata.txt to determine how the superseded data were derived.
 NP0543
 NP0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH304265(NAD 83)
 NP0543_MARKER: DV = VERTICAL CONTROL DISK
 NP0543_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NP0543_SP_SET: BUILDING
 NP0543_STAMPING: A 416 1985
 NP0543_MARK LOGO: NGS   
 NP0543_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0543+STABILITY: POSITION/ELEVATION WELL
 NP0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NP0543+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NP0543
 NP0543  HISTORY     - Date     Condition        Report By
 NP0543  HISTORY     - 1985     MONUMENTED       NGS
 NP0543  HISTORY     - 19991006 GOOD             NGS
 NP0543
 NP0543                          STATION DESCRIPTION
 NP0543
 NP0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0543'IN CRAWFORD.
 NP0543'IN CRAWFORD, AT THE CRAWFORD HIGH SCHOOL, IN TOP OF THE EXTREME
 NP0543'NORTHWEST CORNER OF THE BRICK SCHOOL BUILDING FOUNDATION, 0.3 METER
 NP0543'(1 FT) WEST AND BELOW THE 1930 CORNER STONE, 24.3 METERS (79.7 FT)
 NP0543'SOUTH OF THE SOUTH CURB OF COATES STREET AND 17.1 METERS (56.2 FT)
 NP0543'SOUTHWEST OF A METAL FLAGPOLE.
 NP0543'THE MARK IS 0.6 M ABOVE THE GROUND.
 NP0543
 NP0543                          STATION RECOVERY (1999)
 NP0543
 NP0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0543'IN CRAWFORD, AT THE INTERSECTION OF COATES AND SIXTH STREETS, IN THE
 NP0543'CONCRETE FOUNDATION OF THE HIGH SCHOOL, 33.5 M (109.9 FT) SOUTH OF THE
 NP0543'CENTER OF COATES STREET, 24.7 M (81.0 FT) WEST OF THE EXTENDED CENTER
 NP0543'OF SIXTH STREET, 1.2 M (3.9 FT) ABOVE THE LEVEL OF COATES STREET, 0.4
 NP0543'M (1.3 FT) WEST OF THE WEST END OF A CORNER STONE INSCRIBED 1930, AND
 NP0543'0.3 M (1.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING.
 NP0543'NOTE--THE MONUMENT IS A BASIC NET A JUNCTION MARK. THE MONUMENT IS ON
 NP0543'CITY PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0568 ***********************************************************************
 NP0568  DESIGNATION -  A 417
 NP0568  PID         -  NP0568
 NP0568  STATE/COUNTY-  NE/BOX BUTTE
 NP0568  USGS QUAD   -  HEMINGFORD (1948)
 NP0568
 NP0568                         *CURRENT SURVEY CONTROL
 NP0568  ___________________________________________________________________
 NP0568* NAD 83(1986)-  42 19 55.     (N)    103 05 33.     (W)     SCALED    
 NP0568* NAVD 88     -      1304.282  (meters)    4279.13   (feet)  ADJUSTED  
 NP0568  ___________________________________________________________________
 NP0568  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 NP0568  DYNAMIC HT  -        1303.517 (meters)    4276.62  (feet)  COMP
 NP0568  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 NP0568
 NP0568  VERT ORDER  -  FIRST     CLASS II
 NP0568
 NP0568.The horizontal coordinates were scaled from a topographic map and have
 NP0568.an estimated accuracy of +/- 6 seconds.
 NP0568
 NP0568.The orthometric height was determined by differential leveling
 NP0568.and adjusted by the National Geodetic Survey in June 1991..
 NP0568
 NP0568.The geoid height was determined by GEOID03.
 NP0568
 NP0568.The dynamic height is computed by dividing the NAVD 88
 NP0568.geopotential number by the normal gravity value computed on the
 NP0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0568.degrees latitude (g = 980.6199 gals.).
 NP0568
 NP0568.The modeled gravity was interpolated from observed gravity values.
 NP0568
 NP0568;                    North         East    Units  Estimated Accuracy
 NP0568;SPC NE       -   281,980.      245,240.      MT  (+/- 180 meters Scaled)
 NP0568
 NP0568                          SUPERSEDED SURVEY CONTROL
 NP0568
 NP0568.No superseded survey control is available for this station.
 NP0568
 NP0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG571883(NAD 83)
 NP0568_MARKER: I = METAL ROD
 NP0568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0568_SP_SET: STAINLESS STEEL ROD
 NP0568_STAMPING: A 417 1985
 NP0568_MARK LOGO: NGS   
 NP0568_PROJECTION: FLUSH
 NP0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0568_ROD/PIPE-DEPTH: 3.6  meters
 NP0568
 NP0568  HISTORY     - Date     Condition        Report By
 NP0568  HISTORY     - 1985     MONUMENTED       NGS
 NP0568
 NP0568                          STATION DESCRIPTION
 NP0568
 NP0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0568'2.2 KM (1.35 MI) NW FROM HEMINGFORD.
 NP0568'2.25 KM (1.4 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 NP0568'ITS JUNCTION WITH STATE HIGHWAYS 2 AND 87 AT HEMINGFORD, AT THE FIRST
 NP0568'ROAD CROSSING NORTHWEST OF HEMINGFORD, 9 POLES SOUTHEAST OF MILEPOST
 NP0568'386, AT A POWER LINE CROSSING, 19.63 METERS (64.4 FT) SOUTHWEST OF THE
 NP0568'SOUTHWEST RAIL AT THE CROSSING, 11.89 METERS (39 FT) NORTHWEST OF THE
 NP0568'CENTER OF A DIRT ROAD, 3.50 METERS (11.5 FT) NORTHEAST OF THE CENTER
 NP0568'OF A RAILROAD ACCESS ROAD AND 1.28 METERS (4.2 FT) SOUTHEAST OF A
 NP0568'POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 NP0568'CAP.
 NP0568'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NP0568'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0362 ***********************************************************************
 MN0362  DESIGNATION -  A 418
 MN0362  PID         -  MN0362
 MN0362  STATE/COUNTY-  NE/MORRILL
 MN0362  USGS QUAD   -  BROADWATER SW (1965)
 MN0362
 MN0362                         *CURRENT SURVEY CONTROL
 MN0362  ___________________________________________________________________
 MN0362* NAD 83(1986)-  41 32 00.     (N)    102 59 05.     (W)     SCALED    
 MN0362* NAVD 88     -      1152.708  (meters)    3781.84   (feet)  ADJUSTED  
 MN0362  ___________________________________________________________________
 MN0362  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 MN0362  DYNAMIC HT  -        1151.956 (meters)    3779.38  (feet)  COMP
 MN0362  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 MN0362
 MN0362  VERT ORDER  -  FIRST     CLASS II
 MN0362
 MN0362.The horizontal coordinates were scaled from a topographic map and have
 MN0362.an estimated accuracy of +/- 6 seconds.
 MN0362
 MN0362.The orthometric height was determined by differential leveling
 MN0362.and adjusted by the National Geodetic Survey in June 1991..
 MN0362
 MN0362.The geoid height was determined by GEOID03.
 MN0362
 MN0362.The dynamic height is computed by dividing the NAVD 88
 MN0362.geopotential number by the normal gravity value computed on the
 MN0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0362.degrees latitude (g = 980.6199 gals.).
 MN0362
 MN0362.The modeled gravity was interpolated from observed gravity values.
 MN0362
 MN0362;                    North         East    Units  Estimated Accuracy
 MN0362;SPC NE       -   193,040.      251,050.      MT  (+/- 180 meters Scaled)
 MN0362
 MN0362                          SUPERSEDED SURVEY CONTROL
 MN0362
 MN0362.No superseded survey control is available for this station.
 MN0362
 MN0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF681999(NAD 83)
 MN0362_MARKER: I = METAL ROD
 MN0362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0362_SP_SET: STAINLESS STEEL ROD
 MN0362_STAMPING: A 418 1985
 MN0362_MARK LOGO: NGS   
 MN0362_PROJECTION: FLUSH
 MN0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0362_ROD/PIPE-DEPTH: 9.8  meters
 MN0362
 MN0362  HISTORY     - Date     Condition        Report By
 MN0362  HISTORY     - 1985     MONUMENTED       NGS
 MN0362
 MN0362                          STATION DESCRIPTION
 MN0362
 MN0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0362'14.7 KM (9.15 MI) NORTH FROM DALTON.
 MN0362'14.78 KM (9.15 MI) NORTH ALONG US HIGHWAY 385 FROM THE POST OFFICE AT
 MN0362'DALTON, AT A SAND ROAD LEADING WEST AND IN LINE WITH A ROW OF POWER
 MN0362'POLES, BETWEEN TWO WITNESS POSTS, 22.9 METERS (75 FT) WEST OF THE
 MN0362'HIGHWAY CENTERLINE, 15.2 METERS (50 FT) NORTH OF THE CENTER OF THE
 MN0362'ROAD AND 0.6 METER (2 FT) SOUTH OF A POWER POLE.  NOTE--ACCESS TO
 MN0362'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0362'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MN0362'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0385 ***********************************************************************
 MN0385  DESIGNATION -  A 419
 MN0385  PID         -  MN0385
 MN0385  STATE/COUNTY-  NE/CHEYENNE
 MN0385  USGS QUAD   -  LORENZO (1972)
 MN0385
 MN0385                         *CURRENT SURVEY CONTROL
 MN0385  ___________________________________________________________________
 MN0385* NAD 83(1986)-  41 05 44.     (N)    103 01 51.     (W)     SCALED    
 MN0385* NAVD 88     -      1318.797  (meters)    4326.75   (feet)  ADJUSTED  
 MN0385  ___________________________________________________________________
 MN0385  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 MN0385  DYNAMIC HT  -        1317.856 (meters)    4323.67  (feet)  COMP
 MN0385  MODELED GRAV-     979,863.7   (mgal)                       NAVD 88
 MN0385
 MN0385  VERT ORDER  -  FIRST     CLASS II
 MN0385
 MN0385.The horizontal coordinates were scaled from a topographic map and have
 MN0385.an estimated accuracy of +/- 6 seconds.
 MN0385
 MN0385.The orthometric height was determined by differential leveling
 MN0385.and adjusted by the National Geodetic Survey in June 1991..
 MN0385
 MN0385.The geoid height was determined by GEOID03.
 MN0385
 MN0385.The dynamic height is computed by dividing the NAVD 88
 MN0385.geopotential number by the normal gravity value computed on the
 MN0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0385.degrees latitude (g = 980.6199 gals.).
 MN0385
 MN0385.The modeled gravity was interpolated from observed gravity values.
 MN0385
 MN0385;                    North         East    Units  Estimated Accuracy
 MN0385;SPC NE       -   144,600.      245,500.      MT  (+/- 180 meters Scaled)
 MN0385
 MN0385                          SUPERSEDED SURVEY CONTROL
 MN0385
 MN0385.No superseded survey control is available for this station.
 MN0385
 MN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF653512(NAD 83)
 MN0385_MARKER: I = METAL ROD
 MN0385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0385_SP_SET: STAINLESS STEEL ROD
 MN0385_STAMPING: A 419 1985
 MN0385_MARK LOGO: NGS   
 MN0385_PROJECTION: FLUSH
 MN0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0385_ROD/PIPE-DEPTH: 8.2  meters
 MN0385
 MN0385  HISTORY     - Date     Condition        Report By
 MN0385  HISTORY     - 1985     MONUMENTED       NGS
 MN0385
 MN0385                          STATION DESCRIPTION
 MN0385
 MN0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0385'9.4 KM (5.85 MI) SW FROM SIDNEY.
 MN0385'0.08 KM (0.05 MI) WEST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0385'SIDNEY, THENCE 3.7 KM (2.3 MI) SOUTH ALONG 10TH AVENUE, THENCE 5.6 KM
 MN0385'(3.5 MI) SOUTHWEST ALONG STATE ROUTE 19, AT A T JUNCTION OF A ROAD
 MN0385'LEADING NORTH, 41.8 METERS (137 FT) NORTHWEST OF THE HIGHWAY
 MN0385'CENTERLINE, 26.8 METERS (88 FT) EAST OF THE CENTER OF THE ROAD LEADING
 MN0385'NORTH, 0.6 METER (2 FT) NORTH OF A CONCRETE STATE HIGHWAY RIGHT OF WAY
 MN0385'MARKER AND 0.6 METER (2 FT) WEST OF THE NORTH-SOUTH PORTION OF THE
 MN0385'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MN0385'5-INCH LOGO CAP.
 MN0385'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MN0385'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0400 ***********************************************************************
 MN0400  DESIGNATION -  A 422
 MN0400  PID         -  MN0400
 MN0400  STATE/COUNTY-  NE/DEUEL
 MN0400  USGS QUAD   -  BARTON (1961)
 MN0400
 MN0400                         *CURRENT SURVEY CONTROL
 MN0400  ___________________________________________________________________
 MN0400* NAD 83(1986)-  41 00 09.     (N)    102 13 39.     (W)     SCALED    
 MN0400* NAVD 88     -      1051.600  (meters)    3450.12   (feet)  ADJUSTED  
 MN0400  ___________________________________________________________________
 MN0400  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 MN0400  DYNAMIC HT  -        1050.912 (meters)    3447.87  (feet)  COMP
 MN0400  MODELED GRAV-     979,933.7   (mgal)                       NAVD 88
 MN0400
 MN0400  VERT ORDER  -  FIRST     CLASS II
 MN0400
 MN0400.The horizontal coordinates were scaled from a topographic map and have
 MN0400.an estimated accuracy of +/- 6 seconds.
 MN0400
 MN0400.The orthometric height was determined by differential leveling
 MN0400.and adjusted by the National Geodetic Survey in June 1991..
 MN0400
 MN0400.The geoid height was determined by GEOID03.
 MN0400
 MN0400.The dynamic height is computed by dividing the NAVD 88
 MN0400.geopotential number by the normal gravity value computed on the
 MN0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0400.degrees latitude (g = 980.6199 gals.).
 MN0400
 MN0400.The modeled gravity was interpolated from observed gravity values.
 MN0400
 MN0400;                    North         East    Units  Estimated Accuracy
 MN0400;SPC NE       -   132,220.      312,670.      MT  (+/- 180 meters Scaled)
 MN0400
 MN0400                          SUPERSEDED SURVEY CONTROL
 MN0400
 MN0400  NGVD 29 (02/14/92) 1051.135  (m)         3448.60   (f) ADJUSTED    1 2
 MN0400
 MN0400.Superseded values are not recommended for survey control.
 MN0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0400.See file dsdata.txt to determine how the superseded data were derived.
 MN0400
 MN0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF331427(NAD 83)
 MN0400_MARKER: I = METAL ROD
 MN0400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0400_SP_SET: STAINLESS STEEL ROD
 MN0400_STAMPING: A 422 1986
 MN0400_MARK LOGO: NGS   
 MN0400_PROJECTION: FLUSH
 MN0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0400_ROD/PIPE-DEPTH: 15.6 meters
 MN0400
 MN0400  HISTORY     - Date     Condition        Report By
 MN0400  HISTORY     - 1986     MONUMENTED       NGS
 MN0400
 MN0400                          STATION DESCRIPTION
 MN0400
 MN0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0400'3.1 KM (1.9 MI) NE FROM JULESBURG CO.
 MN0400'3.1 KM (1.9 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE JUNCTION OF US
 MN0400'HIGHWAY 385 SOUTH IN JULESBURG COLORADO, AT THE COLORADO SEDGWICK
 MN0400'COUNTY LINE AND NEBRASKA DEUEL COUNTY LINE, BETWEEN TWO WITNESS POSTS,
 MN0400'18.0 METERS (59 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 7.9 METERS
 MN0400'(26 FT) NORTHEAST OF THE CENTER OF A GRAVEL ROAD 36.3, 15.2 METERS
 MN0400'(50 FT) NORTHEAST OF THE NORTH SUPPORT POST OF A WELCOME TO COLORADO
 MN0400'SIGN AND 0.91 METERS (3 FT) EAST OF A POWER POLE.  NOTE--ACCESS TO
 MN0400'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0400'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MN0400'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0950 ***********************************************************************
 LH0950  CBN         -  This is a Cooperative Base Network Control Station.
 LH0950  DESIGNATION -  A 423
 LH0950  PID         -  LH0950
 LH0950  STATE/COUNTY-  NE/FURNAS
 LH0950  USGS QUAD   -  BEAVER CITY SW (1957)
 LH0950
 LH0950                         *CURRENT SURVEY CONTROL
 LH0950  ___________________________________________________________________
 LH0950* NAD 83(1995)-  40 00 55.96269(N)    099 53 25.84584(W)     ADJUSTED  
 LH0950* NAVD 88     -       705.112  (meters)    2313.36   (feet)  ADJUSTED  
 LH0950  ___________________________________________________________________
 LH0950  X           -    -840,299.630 (meters)                     COMP
 LH0950  Y           -  -4,819,411.364 (meters)                     COMP
 LH0950  Z           -   4,079,745.216 (meters)                     COMP
 LH0950  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 LH0950  ELLIP HEIGHT-         680.50  (meters)          (09/24/01) GPS OBS
 LH0950  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 LH0950  DYNAMIC HT  -         704.657 (meters)    2311.86  (feet)  COMP
 LH0950  MODELED GRAV-     979,957.4   (mgal)                       NAVD 88
 LH0950
 LH0950  HORZ ORDER  -  B
 LH0950  VERT ORDER  -  FIRST     CLASS II
 LH0950  ELLP ORDER  -  FOURTH    CLASS I
 LH0950
 LH0950.The horizontal coordinates were established by GPS observations
 LH0950.and adjusted by the National Geodetic Survey in June 1996..
 LH0950
 LH0950.The orthometric height was determined by differential leveling
 LH0950.and adjusted by the National Geodetic Survey in June 1991..
 LH0950
 LH0950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0950
 LH0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0950
 LH0950.The ellipsoidal height was determined by GPS observations
 LH0950.and is referenced to NAD 83.
 LH0950
 LH0950.The geoid height was determined by GEOID03.
 LH0950
 LH0950.The dynamic height is computed by dividing the NAVD 88
 LH0950.geopotential number by the normal gravity value computed on the
 LH0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0950.degrees latitude (g = 980.6199 gals.).
 LH0950
 LH0950.The modeled gravity was interpolated from observed gravity values.
 LH0950
 LH0950;                    North         East     Units Scale Factor Converg.
 LH0950;SPC NE       -    20,238.197   509,347.352   MT  0.99999301   +0 04 21.2
 LH0950;UTM  14      - 4,429,862.348   424,002.804   MT  0.99967110   -0 34 21.4
 LH0950
 LH0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0950!SPC NE       -   0.99989326  x   0.99999301  =   0.99988627
 LH0950!UTM  14      -   0.99989326  x   0.99967110  =   0.99956439
 LH0950
 LH0950                          SUPERSEDED SURVEY CONTROL
 LH0950
 LH0950  ELLIP H (06/25/96)  680.56   (m)                       GP(       ) 1 1
 LH0950  NAVD 88 (06/25/96)  705.11   (m)         2313.3    (f) LEVELING    3  
 LH0950  NGVD 29 (02/14/92)  704.840  (m)         2312.46   (f) ADJUSTED    1 2
 LH0950
 LH0950.Superseded values are not recommended for survey control.
 LH0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0950.See file dsdata.txt to determine how the superseded data were derived.
 LH0950
 LH0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2400329862(NAD 83)
 LH0950_MARKER: I = METAL ROD
 LH0950_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0950_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LH0950_STAMPING: A 423 1986
 LH0950_MARK LOGO: NGS   
 LH0950_PROJECTION: FLUSH
 LH0950_MAGNETIC: I = MARKER IS A STEEL ROD
 LH0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0950+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1997
 LH0950_ROD/PIPE-DEPTH: 12.2 meters
 LH0950_SLEEVE-DEPTH  : 10.0 meters
 LH0950
 LH0950  HISTORY     - Date     Condition        Report By
 LH0950  HISTORY     - 1986     MONUMENTED       NGS
 LH0950  HISTORY     - 19950424 GOOD             NGS
 LH0950  HISTORY     - 19970506 GOOD             NGS
 LH0950
 LH0950                          STATION DESCRIPTION
 LH0950
 LH0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0950'32.6 KM (20.25 MI) SOUTH FROM ARAPAHOE.
 LH0950'32.6 KM (20.35 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0950'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE NORTHEAST CORNER OF A DIRT ROAD,
 LH0950'1.55 KM (0.95 MI) NORTH OF THE NEBRASKA-KANSAS STATE LINE, 61.5 METERS
 LH0950'(202 FT) SOUTHEAST OF MILEPOST 1, 26.5 METERS (87 FT) EAST OF THE
 LH0950'HIGHWAY CENTERLINE, 13.1 METERS (43 FT) NORTH OF THE CENTER OF THE
 LH0950'ROAD, 2.3 METERS (7.5 FT) NORTH OF A FENCE CORNER, 1.3 METERS (4.5 FT)
 LH0950'NORTH OF A CONCRETE RIGHT OF WAY POST, 0.5 METER (1.5 FT) WEST OF THE
 LH0950'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0950'5-INCH LOGO CAP.
 LH0950'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0950'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 LH0950
 LH0950                          STATION RECOVERY (1995)
 LH0950
 LH0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LH0950'TO REACH THE MARK FROM THE KANSAS/NEBRASKA STATE LINE, ABOUT 21.5 MI
 LH0950'(34.6 KM) SOUTH FROM ARAPAHOE, GO NORTH ON U.S. HIGHWAY 283 FOR 0.95
 LH0950'MI (1.53 KM) TO A GRADED CROSSROAD AND THE MARK ON THE RIGHT, IN THE
 LH0950'NORTHEAST ANGLE OF THE INTERSECTION, ON THE EAST RIGHT-OF-WAY OF THE
 LH0950'HIGHWAY AND IN THE SOUTHWEST CORNER OF SEC26, T1N, R23W.  THE MARK IS
 LH0950'A STAINLESS STEEL ROD SET WITHIN A 5-IN PVC PIPE WITH A LOGO CAP THAT
 LH0950'IS FLUSH WITH THE GROUND.  IT IS 61.5 M (201.8 FT) SOUTHEAST OF
 LH0950'HIGHWAY MILEPOST 1, 26.5 M (86.9 FT) EAST FROM THE CENTERLINE OF THE
 LH0950'HIGHWAY, 13.1 M (43.0 FT) NORTH FROM THE CENTERLINE OF THE GRADED
 LH0950'ROAD, 2.3 M (7.5 FT) NORTH FROM A FENCE CORNER POST, 0.5 M (1.6 FT)
 LH0950'WEST OF THE EAST RIGHT-OF-WAY FENCE, 0.3 M (1.0 FT) SOUTH FROM A
 LH0950'WITNESS POST AND ABOUT 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY.
 LH0950
 LH0950                          STATION RECOVERY (1997)
 LH0950
 LH0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LH0950'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0324 ***********************************************************************
 MM0324  DESIGNATION -  A 424
 MM0324  PID         -  MM0324
 MM0324  STATE/COUNTY-  NE/KEITH
 MM0324  USGS QUAD   -  NEVENS (1971)
 MM0324
 MM0324                         *CURRENT SURVEY CONTROL
 MM0324  ___________________________________________________________________
 MM0324* NAD 83(1986)-  41 07 37.     (N)    101 26 46.     (W)     SCALED    
 MM0324* NAVD 88     -       944.660  (meters)    3099.27   (feet)  ADJUSTED  
 MM0324  ___________________________________________________________________
 MM0324  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 MM0324  DYNAMIC HT  -         944.076 (meters)    3097.36  (feet)  COMP
 MM0324  MODELED GRAV-     979,973.5   (mgal)                       NAVD 88
 MM0324
 MM0324  VERT ORDER  -  FIRST     CLASS II
 MM0324
 MM0324.The horizontal coordinates were scaled from a topographic map and have
 MM0324.an estimated accuracy of +/- 6 seconds.
 MM0324
 MM0324.The orthometric height was determined by differential leveling
 MM0324.and adjusted by the National Geodetic Survey in June 1991..
 MM0324
 MM0324.The geoid height was determined by GEOID03.
 MM0324
 MM0324.The dynamic height is computed by dividing the NAVD 88
 MM0324.geopotential number by the normal gravity value computed on the
 MM0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0324.degrees latitude (g = 980.6199 gals.).
 MM0324
 MM0324.The modeled gravity was interpolated from observed gravity values.
 MM0324
 MM0324;                    North         East    Units  Estimated Accuracy
 MM0324;SPC NE       -   144,640.      378,610.      MT  (+/- 180 meters Scaled)
 MM0324
 MM0324                          SUPERSEDED SURVEY CONTROL
 MM0324
 MM0324  NGVD 29 (02/14/92)  944.241  (m)         3097.90   (f) ADJUSTED    1 2
 MM0324
 MM0324.Superseded values are not recommended for survey control.
 MM0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0324.See file dsdata.txt to determine how the superseded data were derived.
 MM0324
 MM0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL946557(NAD 83)
 MM0324_MARKER: I = METAL ROD
 MM0324_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0324_SP_SET: STAINLESS STEEL ROD
 MM0324_STAMPING: A 424 1986
 MM0324_MARK LOGO: NGS   
 MM0324_PROJECTION: FLUSH
 MM0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0324_ROD/PIPE-DEPTH: 14.3 meters
 MM0324
 MM0324  HISTORY     - Date     Condition        Report By
 MM0324  HISTORY     - 1986     MONUMENTED       NGS
 MM0324
 MM0324                          STATION DESCRIPTION
 MM0324
 MM0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0324'7.7 KM (4.8 MI) WEST FROM PAXTON.
 MM0324'7.68 KM (4.80 MI) WEST ALONG US HIGHWAY 30 FROM THE T JUNCTION OF
 MM0324'STATE ROUTE 51 C AT PAXTON, 0.73 KM (0.46 MI) WEST OF MILEPOST 141,
 MM0324'0.8 METER (2.5 FT) SOUTHWEST OF THE NORTH CORNER OF AN OFFSET IN THE
 MM0324'RIGHT OF WAY FENCE, 20.7 METERS (68 FT) NORTH OF THE HIGHWAY
 MM0324'CENTERLINE, 34.1 METERS (112 FT) NORTHWEST OF THE WEST END OF THE
 MM0324'NORTH HEADWALL OF A 3-CHANEL BOX CULVERT, 0.4 METER (1.5 FT) WEST OF
 MM0324'THE NORTH ONE OF TWO CONCRETE RIGHT OF WAY MARKERS AND 0.4 METERS (1.5
 MM0324'FT) SOUTH OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 MM0324'HAD THROUGH A 5-INCH LOGO CAP.
 MM0324'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0324'THE MARK IS 1.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0976 ***********************************************************************
 LH0976  DESIGNATION -  A 425
 LH0976  PID         -  LH0976
 LH0976  STATE/COUNTY-  NE/GOSPER
 LH0976  USGS QUAD   -  ELWOOD SW (1971)
 LH0976
 LH0976                         *CURRENT SURVEY CONTROL
 LH0976  ___________________________________________________________________
 LH0976* NAD 83(1986)-  40 31 57.     (N)    099 53 26.     (W)     SCALED    
 LH0976* NAVD 88     -       777.241  (meters)    2550.00   (feet)  ADJUSTED  
 LH0976  ___________________________________________________________________
 LH0976  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 LH0976  DYNAMIC HT  -         776.741 (meters)    2548.36  (feet)  COMP
 LH0976  MODELED GRAV-     979,955.5   (mgal)                       NAVD 88
 LH0976
 LH0976  VERT ORDER  -  FIRST     CLASS II
 LH0976
 LH0976.The horizontal coordinates were scaled from a topographic map and have
 LH0976.an estimated accuracy of +/- 6 seconds.
 LH0976
 LH0976.The orthometric height was determined by differential leveling
 LH0976.and adjusted by the National Geodetic Survey in June 1991..
 LH0976
 LH0976.The geoid height was determined by GEOID03.
 LH0976
 LH0976.The dynamic height is computed by dividing the NAVD 88
 LH0976.geopotential number by the normal gravity value computed on the
 LH0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0976.degrees latitude (g = 980.6199 gals.).
 LH0976
 LH0976.The modeled gravity was interpolated from observed gravity values.
 LH0976
 LH0976;                    North         East    Units  Estimated Accuracy
 LH0976;SPC NE       -    77,630.      509,270.      MT  (+/- 180 meters Scaled)
 LH0976
 LH0976                          SUPERSEDED SURVEY CONTROL
 LH0976
 LH0976  NGVD 29 (02/14/92)  776.933  (m)         2548.99   (f) ADJUSTED    1 2
 LH0976
 LH0976.Superseded values are not recommended for survey control.
 LH0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0976.See file dsdata.txt to determine how the superseded data were derived.
 LH0976
 LH0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK245872(NAD 83)
 LH0976_MARKER: I = METAL ROD
 LH0976_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0976_SP_SET: STAINLESS STEEL ROD
 LH0976_STAMPING: A 425 1986
 LH0976_MARK LOGO: NGS   
 LH0976_PROJECTION: FLUSH
 LH0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0976_ROD/PIPE-DEPTH: 15.8 meters
 LH0976
 LH0976  HISTORY     - Date     Condition        Report By
 LH0976  HISTORY     - 1986     MONUMENTED       NGS
 LH0976
 LH0976                          STATION DESCRIPTION
 LH0976
 LH0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0976'6.7 KM (4.15 MI) SOUTH FROM ELWOOD.
 LH0976'6.74 KM (4.21 MI) SOUTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0976'COURTHOUSE AT ELWOOD, AT THE T JUNCTION OF A DIRT ROAD LEADING WEST,
 LH0976'0.17 KM (0.1 MI) SOUTH OF MILEPOST 37, 23.0 METERS (75.5 FT) EAST OF
 LH0976'THE HIGHWAY CENTERLINE, 14.6 METERS (48 FT) SOUTH OF THE EXTENDED
 LH0976'CENTER OF THE ROAD AND 0.7 METER (2.5 FT) SOUTH OF A CONCRETE RIGHT OF
 LH0976'WAY MARKER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LH0976'CAP.
 LH0976'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0976'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0997 ***********************************************************************
 LH0997  DESIGNATION -  A 426
 LH0997  PID         -  LH0997
 LH0997  STATE/COUNTY-  NE/DAWSON
 LH0997  USGS QUAD   -  LEXINGTON WEST (1983)
 LH0997
 LH0997                         *CURRENT SURVEY CONTROL
 LH0997  ___________________________________________________________________
 LH0997* NAD 83(1986)-  40 47 14.     (N)    099 47 34.     (W)     SCALED    
 LH0997* NAVD 88     -       735.356  (meters)    2412.58   (feet)  ADJUSTED  
 LH0997  ___________________________________________________________________
 LH0997  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 LH0997  DYNAMIC HT  -         734.924 (meters)    2411.16  (feet)  COMP
 LH0997  MODELED GRAV-     980,012.4   (mgal)                       NAVD 88
 LH0997
 LH0997  VERT ORDER  -  FIRST     CLASS II
 LH0997
 LH0997.The horizontal coordinates were scaled from a topographic map and have
 LH0997.an estimated accuracy of +/- 6 seconds.
 LH0997
 LH0997.The orthometric height was determined by differential leveling
 LH0997.and adjusted by the National Geodetic Survey in June 1991..
 LH0997
 LH0997.The geoid height was determined by GEOID03.
 LH0997
 LH0997.The dynamic height is computed by dividing the NAVD 88
 LH0997.geopotential number by the normal gravity value computed on the
 LH0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0997.degrees latitude (g = 980.6199 gals.).
 LH0997
 LH0997.The modeled gravity was interpolated from observed gravity values.
 LH0997
 LH0997;                    North         East    Units  Estimated Accuracy
 LH0997;SPC NE       -   105,930.      517,490.      MT  (+/- 180 meters Scaled)
 LH0997
 LH0997                          SUPERSEDED SURVEY CONTROL
 LH0997
 LH0997  NGVD 29 (02/14/92)  735.076  (m)         2411.66   (f) ADJUSTED    1 2
 LH0997
 LH0997.Superseded values are not recommended for survey control.
 LH0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0997.See file dsdata.txt to determine how the superseded data were derived.
 LH0997
 LH0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML331154(NAD 83)
 LH0997_MARKER: I = METAL ROD
 LH0997_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0997_SP_SET: STAINLESS STEEL ROD
 LH0997_STAMPING: A 426 1986
 LH0997_MARK LOGO: NGS   
 LH0997_PROJECTION: FLUSH
 LH0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0997_ROD/PIPE-DEPTH: 13.4 meters
 LH0997
 LH0997  HISTORY     - Date     Condition        Report By
 LH0997  HISTORY     - 1986     MONUMENTED       NGS
 LH0997
 LH0997                          STATION DESCRIPTION
 LH0997
 LH0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0997'4.4 KM (2.75 MI) NW FROM LEXINGTON.
 LH0997'4.46 KM (2.78 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE US HIGHWAY
 LH0997'283 OVERPASS BRIDGE AT LEXINGTON, 0.53 KM (0.33 MI) NORTHWEST OF A
 LH0997'DIRT ROAD CROSSING, 27.1 METERS (89 FT) SOUTHWEST OF THE HIGHWAY
 LH0997'CENTERLINE, 28.3 METERS (93 FT) SOUTHWEST OF MILEPOST 235, 13.1 METERS
 LH0997'(43 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS
 LH0997'FOR THE UNION PACIFIC RAILROAD AND 0.7 METER (2.5 FT) NORTHWEST OF A
 LH0997'TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LH0997'LOGO CAP.
 LH0997'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LH0997'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0343 ***********************************************************************
 MM0343  DESIGNATION -  A 427
 MM0343  PID         -  MM0343
 MM0343  STATE/COUNTY-  NE/LINCOLN
 MM0343  USGS QUAD   -  BRADY (1970)
 MM0343
 MM0343                         *CURRENT SURVEY CONTROL
 MM0343  ___________________________________________________________________
 MM0343* NAD 83(1986)-  41 01 27.     (N)    100 21 51.     (W)     SCALED    
 MM0343* NAVD 88     -       810.532  (meters)    2659.22   (feet)  ADJUSTED  
 MM0343  ___________________________________________________________________
 MM0343  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 MM0343  DYNAMIC HT  -         810.053 (meters)    2657.65  (feet)  COMP
 MM0343  MODELED GRAV-     980,006.7   (mgal)                       NAVD 88
 MM0343
 MM0343  VERT ORDER  -  FIRST     CLASS II
 MM0343
 MM0343.The horizontal coordinates were scaled from a topographic map and have
 MM0343.an estimated accuracy of +/- 6 seconds.
 MM0343
 MM0343.The orthometric height was determined by differential leveling
 MM0343.and adjusted by the National Geodetic Survey in June 1991..
 MM0343
 MM0343.The geoid height was determined by GEOID03.
 MM0343
 MM0343.The dynamic height is computed by dividing the NAVD 88
 MM0343.geopotential number by the normal gravity value computed on the
 MM0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0343.degrees latitude (g = 980.6199 gals.).
 MM0343
 MM0343.The modeled gravity was interpolated from observed gravity values.
 MM0343
 MM0343;                    North         East    Units  Estimated Accuracy
 MM0343;SPC NE       -   132,280.      469,380.      MT  (+/- 180 meters Scaled)
 MM0343
 MM0343                          SUPERSEDED SURVEY CONTROL
 MM0343
 MM0343  NGVD 29 (02/14/92)  810.202  (m)         2658.14   (f) ADJUSTED    1 2
 MM0343
 MM0343.Superseded values are not recommended for survey control.
 MM0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0343.See file dsdata.txt to determine how the superseded data were derived.
 MM0343
 MM0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL853423(NAD 83)
 MM0343_MARKER: DB = BENCH MARK DISK
 MM0343_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MM0343_SP_SET: BUILDING
 MM0343_STAMPING: A 427 1986
 MM0343_MARK LOGO: NGS   
 MM0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0343+STABILITY: POSITION/ELEVATION WELL
 MM0343
 MM0343  HISTORY     - Date     Condition        Report By
 MM0343  HISTORY     - 1986     MONUMENTED       NGS
 MM0343
 MM0343                          STATION DESCRIPTION
 MM0343
 MM0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0343'IN BRADY.
 MM0343'IN BRADY, VERTICALLY, IN THE SOUTHWEST FACE AND AT THE WEST SIDE OF
 MM0343'THE MAIN SOUTH ENTRANCE OF THE BRADY PUBLIC SCHOOL, 24.0 METERS (79
 MM0343'FT) NORTHEAST OF THE CENTER OF POPLETON STREET, 47.5 METERS (156 FT)
 MM0343'SOUTHEAST OF THE CENTER OF MARKET STREET AND 2.4 METERS (8 FT)
 MM0343'SOUTHWEST OF THE CENTER OF THE SOUTH MAIN ENTRANCE.
 MM0343'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1342 ***********************************************************************
 MJ1342  DESIGNATION -  A 428
 MJ1342  PID         -  MJ1342
 MJ1342  STATE/COUNTY-  NE/DOUGLAS
 MJ1342  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1342
 MJ1342                         *CURRENT SURVEY CONTROL
 MJ1342  ___________________________________________________________________
 MJ1342* NAD 83(1986)-  41 20 45.     (N)    095 58 52.     (W)     SCALED    
 MJ1342* NAVD 88     -       330.308  (meters)    1083.69   (feet)  ADJUSTED  
 MJ1342  ___________________________________________________________________
 MJ1342  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 MJ1342  DYNAMIC HT  -         330.162 (meters)    1083.21  (feet)  COMP
 MJ1342  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 MJ1342
 MJ1342  VERT ORDER  -  FIRST     CLASS II
 MJ1342
 MJ1342.The horizontal coordinates were scaled from a topographic map and have
 MJ1342.an estimated accuracy of +/- 6 seconds.
 MJ1342
 MJ1342.The orthometric height was determined by differential leveling
 MJ1342.and adjusted by the National Geodetic Survey in June 1991..
 MJ1342
 MJ1342.The geoid height was determined by GEOID03.
 MJ1342
 MJ1342.The dynamic height is computed by dividing the NAVD 88
 MJ1342.geopotential number by the normal gravity value computed on the
 MJ1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1342.degrees latitude (g = 980.6199 gals.).
 MJ1342
 MJ1342.The modeled gravity was interpolated from observed gravity values.
 MJ1342
 MJ1342;                    North         East    Units  Estimated Accuracy
 MJ1342;SPC NE       -   175,740.      836,120.      MT  (+/- 180 meters Scaled)
 MJ1342
 MJ1342                          SUPERSEDED SURVEY CONTROL
 MJ1342
 MJ1342.No superseded survey control is available for this station.
 MJ1342
 MJ1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF505814(NAD 83)
 MJ1342_MARKER: I = METAL ROD
 MJ1342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1342_SP_SET: STAINLESS STEEL ROD
 MJ1342_STAMPING: A 428 1989
 MJ1342_MARK LOGO: NGS   
 MJ1342_PROJECTION: FLUSH
 MJ1342_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1342+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1342_ROD/PIPE-DEPTH: 16.9 meters
 MJ1342
 MJ1342  HISTORY     - Date     Condition        Report By
 MJ1342  HISTORY     - 1989     MONUMENTED       NGS
 MJ1342
 MJ1342                          STATION DESCRIPTION
 MJ1342
 MJ1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1342'0.2 KM (0.10 MI) NORTHERLY ALONG U.S. HIGHWAY 75 FROM ITS JUNCTION
 MJ1342'WITH MCKINLEY STREET IN OMAHA, 93.6 M (307.1 FT) EAST OF THE
 MJ1342'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 34.1 M (111.9 FT)
 MJ1342'SOUTH OF THE CENTER OF THE EASTBOUND ON RAMP LEADING TO INTERSTATE
 MJ1342'HIGHWAY 680, 26.1 M (85.6 FT) WEST OF AN OFFSET IN THE RIGHT-OF-WAY
 MJ1342'FENCE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ON RAMP, AND 0.3 M (1.0
 MJ1342'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO DATUM POINT
 MJ1342'IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1340 ***********************************************************************
 MJ1340  DESIGNATION -  A 429
 MJ1340  PID         -  MJ1340
 MJ1340  STATE/COUNTY-  NE/DOUGLAS
 MJ1340  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1340
 MJ1340                         *CURRENT SURVEY CONTROL
 MJ1340  ___________________________________________________________________
 MJ1340* NAD 83(1986)-  41 20 42.     (N)    095 57 32.     (W)     SCALED    
 MJ1340* NAVD 88     -       306.434  (meters)    1005.36   (feet)  ADJUSTED  
 MJ1340  ___________________________________________________________________
 MJ1340  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 MJ1340  DYNAMIC HT  -         306.302 (meters)    1004.93  (feet)  COMP
 MJ1340  MODELED GRAV-     980,182.5   (mgal)                       NAVD 88
 MJ1340
 MJ1340  VERT ORDER  -  FIRST     CLASS II
 MJ1340
 MJ1340.The horizontal coordinates were scaled from a topographic map and have
 MJ1340.an estimated accuracy of +/- 6 seconds.
 MJ1340
 MJ1340.The orthometric height was determined by differential leveling
 MJ1340.and adjusted by the National Geodetic Survey in June 1991..
 MJ1340
 MJ1340.The geoid height was determined by GEOID03.
 MJ1340
 MJ1340.The dynamic height is computed by dividing the NAVD 88
 MJ1340.geopotential number by the normal gravity value computed on the
 MJ1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1340.degrees latitude (g = 980.6199 gals.).
 MJ1340
 MJ1340.The modeled gravity was interpolated from observed gravity values.
 MJ1340
 MJ1340;                    North         East    Units  Estimated Accuracy
 MJ1340;SPC NE       -   175,730.      837,980.      MT  (+/- 180 meters Scaled)
 MJ1340
 MJ1340                          SUPERSEDED SURVEY CONTROL
 MJ1340
 MJ1340.No superseded survey control is available for this station.
 MJ1340
 MJ1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF524812(NAD 83)
 MJ1340_MARKER: DV = VERTICAL CONTROL DISK
 MJ1340_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ1340_SP_SET: PIER
 MJ1340_STAMPING: A 429 1989
 MJ1340_MARK LOGO: NGS   
 MJ1340_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MJ1340+STABILITY: POSITION/ELEVATION WELL
 MJ1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1340+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1340
 MJ1340  HISTORY     - Date     Condition        Report By
 MJ1340  HISTORY     - 1989     MONUMENTED       NGS
 MJ1340
 MJ1340                          STATION DESCRIPTION
 MJ1340
 MJ1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1340'IN OMAHA, AT THE INTERSECTION OF DICK COLLINS ROAD AND JOHN J
 MJ1340'PERSHING DRIVE, SET VERTICALLY IN THE WEST FACE OF THE MOST SOUTHERLY
 MJ1340'1 OF 2 COLUMNS OF EAST OF THE WEST ABUTMENT OF THE EASTBOUND
 MJ1340'INTETSTATE HIGHWAY 680 BRIDGE SPANNING THE MISSOURI RIVER, 16.4 M
 MJ1340'(53.8 FT) NORTH OF THE EXTENDED CENTER OF THE ROAD, 8.8 M (28.9 FT)
 MJ1340'EAST OF THE CENTERLINE OF THE DRIVE, 1.4 M (4.6 FT) ABOVE THE GROUND
 MJ1340'SURFACE, AND 1.0 M (3.3 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 MJ1340'PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0575 ***********************************************************************
 NO0575  DESIGNATION -  A 431
 NO0575  PID         -  NO0575
 NO0575  STATE/COUNTY-  NE/CHERRY
 NO0575  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0575
 NO0575                         *CURRENT SURVEY CONTROL
 NO0575  ___________________________________________________________________
 NO0575* NAD 83(1986)-  42 52 34.     (N)    100 33 03.     (W)     SCALED    
 NO0575* NAVD 88     -       788.301  (meters)    2586.28   (feet)  ADJUSTED  
 NO0575  ___________________________________________________________________
 NO0575  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 NO0575  DYNAMIC HT  -         787.987 (meters)    2585.25  (feet)  COMP
 NO0575  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 NO0575
 NO0575  VERT ORDER  -  FIRST     CLASS II
 NO0575
 NO0575.The horizontal coordinates were scaled from a topographic map and have
 NO0575.an estimated accuracy of +/- 6 seconds.
 NO0575
 NO0575.The orthometric height was determined by differential leveling
 NO0575.and adjusted by the National Geodetic Survey in June 1994..
 NO0575
 NO0575.The geoid height was determined by GEOID03.
 NO0575
 NO0575.The dynamic height is computed by dividing the NAVD 88
 NO0575.geopotential number by the normal gravity value computed on the
 NO0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0575.degrees latitude (g = 980.6199 gals.).
 NO0575
 NO0575.The modeled gravity was interpolated from observed gravity values.
 NO0575
 NO0575;                    North         East    Units  Estimated Accuracy
 NO0575;SPC NE       -   338,000.      455,000.      MT  (+/- 180 meters Scaled)
 NO0575
 NO0575                          SUPERSEDED SURVEY CONTROL
 NO0575
 NO0575.No superseded survey control is available for this station.
 NO0575
 NO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN733482(NAD 83)
 NO0575_MARKER: DV = VERTICAL CONTROL DISK
 NO0575_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NO0575_SP_SET: FOUNDATION
 NO0575_STAMPING: A 431 1992
 NO0575_MARK LOGO: NGS   
 NO0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0575+STABILITY: POSITION/ELEVATION WELL
 NO0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0575+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 NO0575
 NO0575  HISTORY     - Date     Condition        Report By
 NO0575  HISTORY     - 1991     MONUMENTED       NGS
 NO0575  HISTORY     - 19920723 GOOD             NGS
 NO0575
 NO0575                          STATION DESCRIPTION
 NO0575
 NO0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0575'IN VALENTINE, SET VERTICALLY IN THE NORTH FACE OF THE COURTHOUSE AT
 NO0575'365 NORTH MAIN STREET, 39.8 M (130.6 FT) WEST OF THE STREET
 NO0575'CENTERLINE, 18.1 M (59.4 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 NO0575'83, 1.0 M (3.3 FT) ABOVE THE GROUND SURFACE, AND 0.9 M (3.0 FT) EAST
 NO0575'OF THE NORTHWEST CORNER OF THE BUILDING.
 NO0575
 NO0575                          STATION RECOVERY (1992)
 NO0575
 NO0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NO0575'IN VALENTINE, SET VERTICALLY IN THE NORTH FACE OF THE COURTHOUSE AT
 NO0575'365 NORTH MAIN STREET, 39.7 M (130.2 FT) WEST OF THE CENTERLINE OF
 NO0575'MAIN STREET, 18.2 M (59.7 FT) SOUTH OF THE CENTER OF 4TH STREET, 0.9
 NO0575'M (3.0 FT) ABOVE THE GROUND SURFACE, AND 0.5 M (1.6 FT) EAST OF THE
 NO0575'NORTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0546 ***********************************************************************
 NO0546  DESIGNATION -  A 432
 NO0546  PID         -  NO0546
 NO0546  STATE/COUNTY-  NE/CHERRY
 NO0546  USGS QUAD   -  SQUARE LAKE (1987)
 NO0546
 NO0546                         *CURRENT SURVEY CONTROL
 NO0546  ___________________________________________________________________
 NO0546* NAD 83(1986)-  42 28 02.     (N)    100 55 08.     (W)     SCALED    
 NO0546* NAVD 88     -       990.023  (meters)    3248.10   (feet)  ADJUSTED  
 NO0546  ___________________________________________________________________
 NO0546  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 NO0546  DYNAMIC HT  -         989.565 (meters)    3246.60  (feet)  COMP
 NO0546  MODELED GRAV-     980,125.0   (mgal)                       NAVD 88
 NO0546
 NO0546  VERT ORDER  -  FIRST     CLASS II
 NO0546
 NO0546.The horizontal coordinates were scaled from a topographic map and have
 NO0546.an estimated accuracy of +/- 6 seconds.
 NO0546
 NO0546.The orthometric height was determined by differential leveling
 NO0546.and adjusted by the National Geodetic Survey in June 1994..
 NO0546
 NO0546.The geoid height was determined by GEOID03.
 NO0546
 NO0546.The dynamic height is computed by dividing the NAVD 88
 NO0546.geopotential number by the normal gravity value computed on the
 NO0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0546.degrees latitude (g = 980.6199 gals.).
 NO0546
 NO0546.The modeled gravity was interpolated from observed gravity values.
 NO0546
 NO0546;                    North         East    Units  Estimated Accuracy
 NO0546;SPC NE       -   292,840.      424,450.      MT  (+/- 180 meters Scaled)
 NO0546
 NO0546                          SUPERSEDED SURVEY CONTROL
 NO0546
 NO0546  NGVD 29 (02/14/92)  989.733  (m)         3247.15   (f) ADJUSTED    1 2
 NO0546
 NO0546.Superseded values are not recommended for survey control.
 NO0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0546.See file dsdata.txt to determine how the superseded data were derived.
 NO0546
 NO0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN422034(NAD 83)
 NO0546_MARKER: I = METAL ROD
 NO0546_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0546_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0546_STAMPING: A 432 1991
 NO0546_MARK LOGO: NGS   
 NO0546_PROJECTION: FLUSH
 NO0546_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0546+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0546_ROD/PIPE-DEPTH: 23.0 meters
 NO0546_SLEEVE-DEPTH  : 0.9 meters
 NO0546
 NO0546  HISTORY     - Date     Condition        Report By
 NO0546  HISTORY     - 1991     MONUMENTED       NGS
 NO0546
 NO0546                          STATION DESCRIPTION
 NO0546
 NO0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0546'55.6 KM (34.55 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0546'OF STATE HIGHWAY 2 IN MULLEN, 35.9 M (117.8 FT) SOUTH OF THE HIGHWAY
 NO0546'CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 NO0546'(1.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 NO0546'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 NO0546'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0565 ***********************************************************************
 NO0565  DESIGNATION -  A 433
 NO0565  PID         -  NO0565
 NO0565  STATE/COUNTY-  NE/CHERRY
 NO0565  USGS QUAD   -  MULLEN NE (1987)
 NO0565
 NO0565                         *CURRENT SURVEY CONTROL
 NO0565  ___________________________________________________________________
 NO0565* NAD 83(1986)-  42 09 50.     (N)    101 02 11.     (W)     SCALED    
 NO0565* NAVD 88     -       999.976  (meters)    3280.75   (feet)  ADJUSTED  
 NO0565  ___________________________________________________________________
 NO0565  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 NO0565  DYNAMIC HT  -         999.452 (meters)    3279.04  (feet)  COMP
 NO0565  MODELED GRAV-     980,064.2   (mgal)                       NAVD 88
 NO0565
 NO0565  VERT ORDER  -  FIRST     CLASS II
 NO0565
 NO0565.The horizontal coordinates were scaled from a topographic map and have
 NO0565.an estimated accuracy of +/- 6 seconds.
 NO0565
 NO0565.The orthometric height was determined by differential leveling
 NO0565.and adjusted by the National Geodetic Survey in June 1994..
 NO0565
 NO0565.The geoid height was determined by GEOID03.
 NO0565
 NO0565.The dynamic height is computed by dividing the NAVD 88
 NO0565.geopotential number by the normal gravity value computed on the
 NO0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0565.degrees latitude (g = 980.6199 gals.).
 NO0565
 NO0565.The modeled gravity was interpolated from observed gravity values.
 NO0565
 NO0565;                    North         East    Units  Estimated Accuracy
 NO0565;SPC NE       -   259,270.      414,380.      MT  (+/- 180 meters Scaled)
 NO0565
 NO0565                          SUPERSEDED SURVEY CONTROL
 NO0565
 NO0565  NGVD 29 (02/14/92)  999.655  (m)         3279.70   (f) ADJUSTED    1 2
 NO0565
 NO0565.Superseded values are not recommended for survey control.
 NO0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0565.See file dsdata.txt to determine how the superseded data were derived.
 NO0565
 NO0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM317699(NAD 83)
 NO0565_MARKER: I = METAL ROD
 NO0565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0565_SP_SET: STAINLESS STEEL ROD
 NO0565_STAMPING: A 433 1991
 NO0565_MARK LOGO: NGS   
 NO0565_PROJECTION: FLUSH
 NO0565_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0565+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0565_ROD/PIPE-DEPTH: 14.5 meters
 NO0565
 NO0565  HISTORY     - Date     Condition        Report By
 NO0565  HISTORY     - 1991     MONUMENTED       NGS
 NO0565
 NO0565                          STATION DESCRIPTION
 NO0565
 NO0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0565'13.8 KM (8.55 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0565'OF STATE HIGHWAY 2 IN MULLEN, 48.4 M (158.8 FT) SOUTH OF THE CENTER
 NO0565'OF A FIELD ENTRANCE, 19.4 M (63.6 FT) EAST OF AND LEVEL WITH THE
 NO0565'HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 NO0565'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0527 ***********************************************************************
 MM0527  DESIGNATION -  A 434
 MM0527  PID         -  MM0527
 MM0527  STATE/COUNTY-  NE/HOOKER
 MM0527  USGS QUAD   -  SHIMMINS LAKE (1985)
 MM0527
 MM0527                         *CURRENT SURVEY CONTROL
 MM0527  ___________________________________________________________________
 MM0527* NAD 83(1986)-  41 46 48.     (N)    100 58 37.     (W)     SCALED    
 MM0527* NAVD 88     -      1003.755  (meters)    3293.15   (feet)  ADJUSTED  
 MM0527  ___________________________________________________________________
 MM0527  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 MM0527  DYNAMIC HT  -        1003.202 (meters)    3291.34  (feet)  COMP
 MM0527  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 MM0527
 MM0527  VERT ORDER  -  FIRST     CLASS II
 MM0527
 MM0527.The horizontal coordinates were scaled from a topographic map and have
 MM0527.an estimated accuracy of +/- 6 seconds.
 MM0527
 MM0527.The orthometric height was determined by differential leveling
 MM0527.and adjusted by the National Geodetic Survey in June 1994..
 MM0527
 MM0527.The geoid height was determined by GEOID03.
 MM0527
 MM0527.The dynamic height is computed by dividing the NAVD 88
 MM0527.geopotential number by the normal gravity value computed on the
 MM0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0527.degrees latitude (g = 980.6199 gals.).
 MM0527
 MM0527.The modeled gravity was interpolated from observed gravity values.
 MM0527
 MM0527;                    North         East    Units  Estimated Accuracy
 MM0527;SPC NE       -   216,590.      418,810.      MT  (+/- 180 meters Scaled)
 MM0527
 MM0527                          SUPERSEDED SURVEY CONTROL
 MM0527
 MM0527  NGVD 29 (02/14/92) 1003.420  (m)         3292.05   (f) ADJUSTED    1 2
 MM0527
 MM0527.Superseded values are not recommended for survey control.
 MM0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0527.See file dsdata.txt to determine how the superseded data were derived.
 MM0527
 MM0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM357272(NAD 83)
 MM0527_MARKER: I = METAL ROD
 MM0527_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0527_SP_SET: STAINLESS STEEL ROD
 MM0527_STAMPING: A 434 1991
 MM0527_MARK LOGO: NGS   
 MM0527_PROJECTION: FLUSH
 MM0527_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0527+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0527_ROD/PIPE-DEPTH: 13.1 meters
 MM0527
 MM0527  HISTORY     - Date     Condition        Report By
 MM0527  HISTORY     - 1991     MONUMENTED       NGS
 MM0527
 MM0527                          STATION DESCRIPTION
 MM0527
 MM0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0527'25.8 KM (16.05 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0527'COURTHOUSE IN TRYON, 37.8 M (124.0 FT) SOUTHEAST OF THE CENTER OF THE
 MM0527'DUNWELL RANCH ENTRANCE ROAD, 29.4 M (96.5 FT) SOUTHEAST OF A FENCE
 MM0527'CORNER, 18.6 M (61.0 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.6 M
 MM0527'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST
 MM0527'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 MM0527'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1436 ***********************************************************************
 LH1436  DESIGNATION -  A 435
 LH1436  PID         -  LH1436
 LH1436  STATE/COUNTY-  NE/DAWSON
 LH1436  USGS QUAD   -  ELM CREEK WEST (1961)
 LH1436
 LH1436                         *CURRENT SURVEY CONTROL
 LH1436  ___________________________________________________________________
 LH1436* NAD 83(1986)-  40 43 34.     (N)    099 26 43.     (W)     SCALED    
 LH1436* NAVD 88     -       697.101  (meters)    2287.07   (feet)  ADJUSTED  
 LH1436  ___________________________________________________________________
 LH1436  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 LH1436  DYNAMIC HT  -         696.689 (meters)    2285.72  (feet)  COMP
 LH1436  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 LH1436
 LH1436  VERT ORDER  -  FIRST     CLASS II
 LH1436
 LH1436.The horizontal coordinates were scaled from a topographic map and have
 LH1436.an estimated accuracy of +/- 6 seconds.
 LH1436
 LH1436.The orthometric height was determined by differential leveling
 LH1436.and adjusted by the National Geodetic Survey in May 1993..
 LH1436
 LH1436.The geoid height was determined by GEOID03.
 LH1436
 LH1436.The dynamic height is computed by dividing the NAVD 88
 LH1436.geopotential number by the normal gravity value computed on the
 LH1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1436.degrees latitude (g = 980.6199 gals.).
 LH1436
 LH1436.The modeled gravity was interpolated from observed gravity values.
 LH1436
 LH1436;                    North         East    Units  Estimated Accuracy
 LH1436;SPC NE       -    99,270.      546,850.      MT  (+/- 180 meters Scaled)
 LH1436
 LH1436                          SUPERSEDED SURVEY CONTROL
 LH1436
 LH1436  NGVD 29 (02/14/92)  696.834  (m)         2286.20   (f) ADJUSTED    1 2
 LH1436
 LH1436.Superseded values are not recommended for survey control.
 LH1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1436.See file dsdata.txt to determine how the superseded data were derived.
 LH1436
 LH1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML623084(NAD 83)
 LH1436_MARKER: I = METAL ROD
 LH1436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1436_SP_SET: STAINLESS STEEL ROD
 LH1436_STAMPING: A 435 1991
 LH1436_MARK LOGO: NGS   
 LH1436_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1436_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1436+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1436_ROD/PIPE-DEPTH: 13.6 meters
 LH1436
 LH1436  HISTORY     - Date     Condition        Report By
 LH1436  HISTORY     - 1991     MONUMENTED       NGS
 LH1436
 LH1436                          STATION DESCRIPTION
 LH1436
 LH1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1436'5.3 KM (3.30 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1436'U.S. HIGHWAY 183 IN ELM CREEK, 29.0 M (95.1 FT) SOUTH OF THE
 LH1436'CENTERLINE OF THE HIGHWAY, 27.0 M (88.6 FT) EAST OF THE CENTER OF A
 LH1436'PAVED ROAD, 12.8 M (42.0 FT) NORTH OF THE NEAR RAIL OF THE UNION
 LH1436'PACIFIC RAILROAD, 1.0 M (3.3 FT) WEST OF A UTILITY POLE, 0.8 M (2.6
 LH1436'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) EAST OF A
 LH1436'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LH1436'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1462 ***********************************************************************
 LH1462  DESIGNATION -  A 436
 LH1462  PID         -  LH1462
 LH1462  STATE/COUNTY-  NE/HALL
 LH1462  USGS QUAD   -  GRAND ISLAND (1993)
 LH1462
 LH1462                         *CURRENT SURVEY CONTROL
 LH1462  ___________________________________________________________________
 LH1462* NAD 83(1986)-  40 54 56.     (N)    098 21 57.     (W)     SCALED    
 LH1462* NAVD 88     -       572.792  (meters)    1879.24   (feet)  ADJUSTED  
 LH1462  ___________________________________________________________________
 LH1462  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 LH1462  DYNAMIC HT  -         572.490 (meters)    1878.24  (feet)  COMP
 LH1462  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 LH1462
 LH1462  VERT ORDER  -  FIRST     CLASS II
 LH1462
 LH1462.The horizontal coordinates were scaled from a topographic map and have
 LH1462.an estimated accuracy of +/- 6 seconds.
 LH1462
 LH1462.The orthometric height was determined by differential leveling
 LH1462.and adjusted by the National Geodetic Survey in May 1993..
 LH1462
 LH1462.The geoid height was determined by GEOID03.
 LH1462
 LH1462.The dynamic height is computed by dividing the NAVD 88
 LH1462.geopotential number by the normal gravity value computed on the
 LH1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1462.degrees latitude (g = 980.6199 gals.).
 LH1462
 LH1462.The modeled gravity was interpolated from observed gravity values.
 LH1462
 LH1462;                    North         East    Units  Estimated Accuracy
 LH1462;SPC NE       -   121,460.      637,620.      MT  (+/- 180 meters Scaled)
 LH1462
 LH1462                          SUPERSEDED SURVEY CONTROL
 LH1462
 LH1462  NGVD 29 (02/14/92)  572.545  (m)         1878.42   (f) ADJUSTED    1 2
 LH1462
 LH1462.Superseded values are not recommended for survey control.
 LH1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1462.See file dsdata.txt to determine how the superseded data were derived.
 LH1462
 LH1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL534295(NAD 83)
 LH1462_MARKER: DV = VERTICAL CONTROL DISK
 LH1462_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1462_SP_SET: PILE CAP
 LH1462_STAMPING: A 436 1991
 LH1462_MARK LOGO: NGS   
 LH1462_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1462+STABILITY: POSITION/ELEVATION WELL
 LH1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1462+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1462
 LH1462  HISTORY     - Date     Condition        Report By
 LH1462  HISTORY     - 1991     MONUMENTED       NGS
 LH1462
 LH1462                          STATION DESCRIPTION
 LH1462
 LH1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1462'IN GRAND ISLAND, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND THE
 LH1462'UNION PACIFIC RAILROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 LH1462'CONCRETE PILE CAP FOR THE 2ND PIER EAST OF THE WEST ABUTMENT OF A
 LH1462'HIGHWAY OVERPASS OF THE RAILROAD, 54.0 M (177.2 FT) NORTHWEST OF THE
 LH1462'CENTER OF WEST 3RD STREET, 12.3 M (40.4 FT) SOUTHEAST OF THE NEAR
 LH1462'RAIL OF THE MAIN TRACK, 9.2 M (30.2 FT) SOUTHWEST OF THE NORTHEAST
 LH1462'END OF THE PIER, 3.9 M (12.8 FT) NORTHEAST OF THE CENTER OF THE
 LH1462'OVERPASS, AND 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1256 ***********************************************************************
 LG1256  DESIGNATION -  A 437
 LG1256  PID         -  LG1256
 LG1256  STATE/COUNTY-  NE/CLAY
 LG1256  USGS QUAD   -  SARONVILLE (1969)
 LG1256
 LG1256                         *CURRENT SURVEY CONTROL
 LG1256  ___________________________________________________________________
 LG1256* NAD 83(1986)-  40 34 57.     (N)    097 59 43.     (W)     SCALED    
 LG1256* NAVD 88     -       535.557  (meters)    1757.07   (feet)  ADJUSTED  
 LG1256  ___________________________________________________________________
 LG1256  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG1256  DYNAMIC HT  -         535.260 (meters)    1756.10  (feet)  COMP
 LG1256  MODELED GRAV-     980,053.0   (mgal)                       NAVD 88
 LG1256
 LG1256  VERT ORDER  -  FIRST     CLASS II
 LG1256
 LG1256.The horizontal coordinates were scaled from a topographic map and have
 LG1256.an estimated accuracy of +/- 6 seconds.
 LG1256
 LG1256.The orthometric height was determined by differential leveling
 LG1256.and adjusted by the National Geodetic Survey in May 1993..
 LG1256
 LG1256.The geoid height was determined by GEOID03.
 LG1256
 LG1256.The dynamic height is computed by dividing the NAVD 88
 LG1256.geopotential number by the normal gravity value computed on the
 LG1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1256.degrees latitude (g = 980.6199 gals.).
 LG1256
 LG1256.The modeled gravity was interpolated from observed gravity values.
 LG1256
 LG1256;                    North         East    Units  Estimated Accuracy
 LG1256;SPC NE       -    85,150.      669,680.      MT  (+/- 180 meters Scaled)
 LG1256
 LG1256                          SUPERSEDED SURVEY CONTROL
 LG1256
 LG1256.No superseded survey control is available for this station.
 LG1256
 LG1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK850928(NAD 83)
 LG1256_MARKER: I = METAL ROD
 LG1256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1256_SP_SET: STAINLESS STEEL ROD
 LG1256_STAMPING: A 437 1991
 LG1256_MARK LOGO: NGS   
 LG1256_PROJECTION: FLUSH
 LG1256_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1256+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1256_ROD/PIPE-DEPTH: 6.8  meters
 LG1256
 LG1256  HISTORY     - Date     Condition        Report By
 LG1256  HISTORY     - 1991     MONUMENTED       NGS
 LG1256
 LG1256                          STATION DESCRIPTION
 LG1256
 LG1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1256'35.1 KM (21.80 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1256'OF U.S. HIGHWAY 281 IN HASTINGS, AT THE INTERSECTION OF STATE
 LG1256'HIGHWAY 14, 18.0 M (59.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LG1256'11.6 M (38.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 0.5 M (1.6
 LG1256'FT) WEST OF A RIGHT-OF-WAY MARKER, 0.4 M (1.3 FT) BELOW THE LEVEL OF
 LG1256'THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS
 LG1256'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1289 ***********************************************************************
 LG1289  DESIGNATION -  A 438
 LG1289  PID         -  LG1289
 LG1289  STATE/COUNTY-  NE/SALINE
 LG1289  USGS QUAD   -  DORCHESTER (1964)
 LG1289
 LG1289                         *CURRENT SURVEY CONTROL
 LG1289  ___________________________________________________________________
 LG1289* NAD 83(1986)-  40 38 45.     (N)    097 06 55.     (W)     SCALED    
 LG1289* NAVD 88     -       454.921  (meters)    1492.52   (feet)  ADJUSTED  
 LG1289  ___________________________________________________________________
 LG1289  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 LG1289  DYNAMIC HT  -         454.669 (meters)    1491.69  (feet)  COMP
 LG1289  MODELED GRAV-     980,057.0   (mgal)                       NAVD 88
 LG1289
 LG1289  VERT ORDER  -  FIRST     CLASS II
 LG1289
 LG1289.The horizontal coordinates were scaled from a topographic map and have
 LG1289.an estimated accuracy of +/- 6 seconds.
 LG1289
 LG1289.The orthometric height was determined by differential leveling
 LG1289.and adjusted by the National Geodetic Survey in May 1993..
 LG1289
 LG1289.The geoid height was determined by GEOID03.
 LG1289
 LG1289.The dynamic height is computed by dividing the NAVD 88
 LG1289.geopotential number by the normal gravity value computed on the
 LG1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1289.degrees latitude (g = 980.6199 gals.).
 LG1289
 LG1289.The modeled gravity was interpolated from observed gravity values.
 LG1289
 LG1289;                    North         East    Units  Estimated Accuracy
 LG1289;SPC NE       -    94,280.      743,900.      MT  (+/- 180 meters Scaled)
 LG1289
 LG1289                          SUPERSEDED SURVEY CONTROL
 LG1289
 LG1289.No superseded survey control is available for this station.
 LG1289
 LG1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL593011(NAD 83)
 LG1289_MARKER: DV = VERTICAL CONTROL DISK
 LG1289_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1289_SP_SET: GRAIN ELEVATOR
 LG1289_STAMPING: A 438 1991
 LG1289_MARK LOGO: NGS   
 LG1289_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1289+STABILITY: POSITION/ELEVATION WELL
 LG1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1289+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1289
 LG1289  HISTORY     - Date     Condition        Report By
 LG1289  HISTORY     - 1991     MONUMENTED       NGS
 LG1289
 LG1289                          STATION DESCRIPTION
 LG1289
 LG1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1289'IN DORCHESTER, SET VERTICALLY IN THE NORTH FACE OF THE MOST EASTERLY
 LG1289'OF 4 CONCRETE GRAIN ELEVATORS AT THE DORCHESTER FARMERS CO-OPERATIVE
 LG1289'AT 203 WEST DEPOT STREET, 10.0 M (32.8 FT) SOUTH OF THE CENTER OF THE
 LG1289'STREET, 2.6 M (8.5 FT) EAST OF THE NORTHWEST CORNER OF THE ELEVATOR,
 LG1289'AND 1.1 M (3.6 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS ON
 LG1289'PROPERTY OWNED BY DORCHESTER FARMERS COOPERATIVE, CONTACT--ALVIN
 LG1289'KALKWARF, GENERAL MANAGER, BOX 263, DORCHESTER, NE 68343, TELEPHONE
 LG1289'NUMBER (402) 946-2211.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1324 ***********************************************************************
 LG1324  DESIGNATION -  A 439
 LG1324  PID         -  LG1324
 LG1324  STATE/COUNTY-  NE/LANCASTER
 LG1324  USGS QUAD   -  LINCOLN (1980)
 LG1324
 LG1324                         *CURRENT SURVEY CONTROL
 LG1324  ___________________________________________________________________
 LG1324* NAD 83(1986)-  40 45 10.     (N)    096 38 12.     (W)     SCALED    
 LG1324* NAVD 88     -       391.871  (meters)    1285.66   (feet)  ADJUSTED  
 LG1324  ___________________________________________________________________
 LG1324  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 LG1324  DYNAMIC HT  -         391.702 (meters)    1285.11  (feet)  COMP
 LG1324  MODELED GRAV-     980,180.0   (mgal)                       NAVD 88
 LG1324
 LG1324  VERT ORDER  -  FIRST     CLASS II
 LG1324
 LG1324.The horizontal coordinates were scaled from a topographic map and have
 LG1324.an estimated accuracy of +/- 6 seconds.
 LG1324
 LG1324.The orthometric height was determined by differential leveling
 LG1324.and adjusted by the National Geodetic Survey in May 1993..
 LG1324
 LG1324.The geoid height was determined by GEOID03.
 LG1324
 LG1324.The dynamic height is computed by dividing the NAVD 88
 LG1324.geopotential number by the normal gravity value computed on the
 LG1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1324.degrees latitude (g = 980.6199 gals.).
 LG1324
 LG1324.The modeled gravity was interpolated from observed gravity values.
 LG1324
 LG1324;                    North         East    Units  Estimated Accuracy
 LG1324;SPC NE       -   107,610.      783,890.      MT  (+/- 180 meters Scaled)
 LG1324
 LG1324                          SUPERSEDED SURVEY CONTROL
 LG1324
 LG1324.No superseded survey control is available for this station.
 LG1324
 LG1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL995140(NAD 83)
 LG1324_MARKER: I = METAL ROD
 LG1324_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1324_SP_SET: STAINLESS STEEL ROD
 LG1324_STAMPING: A 439 1991
 LG1324_MARK LOGO: NGS   
 LG1324_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1324_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1324+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 LG1324_ROD/PIPE-DEPTH: 7.8  meters
 LG1324
 LG1324  HISTORY     - Date     Condition        Report By
 LG1324  HISTORY     - 1991     MONUMENTED       NGS
 LG1324  HISTORY     - 20050730 GOOD             GEOCAC
 LG1324
 LG1324                          STATION DESCRIPTION
 LG1324
 LG1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1324'6.1 KM (3.80 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1324'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, 27.6 M (90.6 FT)
 LG1324'NORTHEAST OF A RIGHT-OF-WAY POST, 25.4 M (83.3 FT) NORTHWEST OF THE
 LG1324'CENTER OF AN ACCESS ROAD, 24.0 M (78.7 FT) SOUTHWEST OF THE
 LG1324'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 15.8 M (51.8 FT)
 LG1324'WEST-SOUTHWEST OF A UTILITY LIGHT POLE, 1.0 M (3.3 FT) BELOW THE
 LG1324'LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A RIGHT-OF-WAY
 LG1324'POST, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 LG1324'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1324
 LG1324                          STATION RECOVERY (2005)
 LG1324
 LG1324'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1324'HANDHELD GPS COORDS NAD83 N 40D 45M 08.0S  W 96D 38M 13.9S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1350 ***********************************************************************
 LG1350  DESIGNATION -  A 440
 LG1350  PID         -  LG1350
 LG1350  STATE/COUNTY-  NE/OTOE
 LG1350  USGS QUAD   -  DUNBAR (1966)
 LG1350
 LG1350                         *CURRENT SURVEY CONTROL
 LG1350  ___________________________________________________________________
 LG1350* NAD 83(1986)-  40 40 05.     (N)    096 00 07.     (W)     SCALED    
 LG1350* NAVD 88     -       349.729  (meters)    1147.40   (feet)  ADJUSTED  
 LG1350  ___________________________________________________________________
 LG1350  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 LG1350  DYNAMIC HT  -         349.546 (meters)    1146.80  (feet)  COMP
 LG1350  MODELED GRAV-     980,091.7   (mgal)                       NAVD 88
 LG1350
 LG1350  VERT ORDER  -  FIRST     CLASS II
 LG1350
 LG1350.The horizontal coordinates were scaled from a topographic map and have
 LG1350.an estimated accuracy of +/- 6 seconds.
 LG1350
 LG1350.The orthometric height was determined by differential leveling
 LG1350.and adjusted by the National Geodetic Survey in May 1993..
 LG1350
 LG1350.The geoid height was determined by GEOID03.
 LG1350
 LG1350.The dynamic height is computed by dividing the NAVD 88
 LG1350.geopotential number by the normal gravity value computed on the
 LG1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1350.degrees latitude (g = 980.6199 gals.).
 LG1350
 LG1350.The modeled gravity was interpolated from observed gravity values.
 LG1350
 LG1350;                    North         East    Units  Estimated Accuracy
 LG1350;SPC NE       -   100,490.      837,860.      MT  (+/- 180 meters Scaled)
 LG1350
 LG1350                          SUPERSEDED SURVEY CONTROL
 LG1350
 LG1350.No superseded survey control is available for this station.
 LG1350
 LG1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL534062(NAD 83)
 LG1350_MARKER: I = METAL ROD
 LG1350_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1350_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1350_STAMPING: A 440 1991
 LG1350_MARK LOGO: NGS   
 LG1350_PROJECTION: FLUSH
 LG1350_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1350+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1350_ROD/PIPE-DEPTH: 7.9  meters
 LG1350_SLEEVE-DEPTH  : 0.9 meters
 LG1350
 LG1350  HISTORY     - Date     Condition        Report By
 LG1350  HISTORY     - 1991     MONUMENTED       NGS
 LG1350  HISTORY     - 20060118 GOOD             GEOCAC
 LG1350
 LG1350                          STATION DESCRIPTION
 LG1350
 LG1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1350'12.3 KM (7.65 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LG1350'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, 19.5 M (64.0
 LG1350'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.0 M (13.1 FT) WEST OF
 LG1350'THE CENTER OF A TRACK ROAD, 1.0 M (3.3 FT) WEST-NORTHWEST OF THE
 LG1350'NORTH END OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LG1350'0.3 M (1.0 FT) EAST OF A WITNESS POST, AND 0.2 M (0.7 FT) NORTH OF A
 LG1350'RIGHT-OF-WAY POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LG1350'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 LG1350'FOR A CLASS A MARK.
 LG1350
 LG1350                          STATION RECOVERY (2006)
 LG1350
 LG1350'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LG1350'ON THE SOUTH SIDE OF CR-I (OLD SH-2) AND ABOUT 0.8 KM WEST OF CR-50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1391 ***********************************************************************
 LG1391  DESIGNATION -  A 441
 LG1391  PID         -  LG1391
 LG1391  STATE/COUNTY-  NE/LANCASTER
 LG1391  USGS QUAD   -  WALTON (1980)
 LG1391
 LG1391                         *CURRENT SURVEY CONTROL
 LG1391  ___________________________________________________________________
 LG1391* NAD 83(1986)-  40 45 52.     (N)    096 36 22.     (W)     SCALED    
 LG1391* NAVD 88     -       406.287  (meters)    1332.96   (feet)  ADJUSTED  
 LG1391  ___________________________________________________________________
 LG1391  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 LG1391  DYNAMIC HT  -         406.113 (meters)    1332.39  (feet)  COMP
 LG1391  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 LG1391
 LG1391  VERT ORDER  -  FIRST     CLASS II
 LG1391
 LG1391.The horizontal coordinates were scaled from a topographic map and have
 LG1391.an estimated accuracy of +/- 6 seconds.
 LG1391
 LG1391.The orthometric height was determined by differential leveling
 LG1391.and adjusted by the National Geodetic Survey in May 1993..
 LG1391
 LG1391.The geoid height was determined by GEOID03.
 LG1391
 LG1391.The dynamic height is computed by dividing the NAVD 88
 LG1391.geopotential number by the normal gravity value computed on the
 LG1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1391.degrees latitude (g = 980.6199 gals.).
 LG1391
 LG1391.The modeled gravity was interpolated from observed gravity values.
 LG1391
 LG1391;                    North         East    Units  Estimated Accuracy
 LG1391;SPC NE       -   109,000.      786,410.      MT  (+/- 180 meters Scaled)
 LG1391
 LG1391                          SUPERSEDED SURVEY CONTROL
 LG1391
 LG1391.No superseded survey control is available for this station.
 LG1391
 LG1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL020153(NAD 83)
 LG1391_MARKER: I = METAL ROD
 LG1391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1391_SP_SET: STAINLESS STEEL ROD
 LG1391_STAMPING: A 441 1992
 LG1391_MARK LOGO: NGS   
 LG1391_PROJECTION: FLUSH
 LG1391_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1391+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1391_ROD/PIPE-DEPTH: 5.8  meters
 LG1391
 LG1391  HISTORY     - Date     Condition        Report By
 LG1391  HISTORY     - 1992     MONUMENTED       NGS
 LG1391
 LG1391                          STATION DESCRIPTION
 LG1391
 LG1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1391'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1391'OFFICE IN LINCOLN, THENCE 5.5 KM (3.40 MI) SOUTHERLY ALONG SOUTH 84TH
 LG1391'STREET, 15.3 M (50.2 FT) WEST OF THE STREET CENTERLINE, 11.0 M
 LG1391'(36.1 FT) SOUTH OF THE CENTER OF THE SOUTH ENTRANCE TO MANDARIN
 LG1391'CIRCLE, 1.6 M (5.2 FT) SOUTH OF A CHAIN-LINK FENCE CORNER, AND 0.4 M
 LG1391'(1.3 FT) EAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 LG1391'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9072 ***********************************************************************
 DG9072  DESIGNATION -  A 441 RESET
 DG9072  PID         -  DG9072
 DG9072  STATE/COUNTY-  NE/LANCASTER
 DG9072  USGS QUAD   -  WALTON (1980)
 DG9072
 DG9072                         *CURRENT SURVEY CONTROL
 DG9072  ___________________________________________________________________
 DG9072* NAD 83(1986)-  40 45 52.     (N)    096 36 22.     (W)     SCALED    
 DG9072* NAVD 88     -       405.86   (meters)    1331.6    (feet)  RESET     
 DG9072  ___________________________________________________________________
 DG9072  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DG9072
 DG9072  VERT ORDER  -  THIRD
 DG9072
 DG9072.The horizontal coordinates were scaled from a topographic map and have
 DG9072.an estimated accuracy of +/- 6 seconds.
 DG9072
 DG9072.The orthometric height was computed from unverified reset data.
 DG9072.No vertical observational check was made to the station.
 DG9072
 DG9072.The geoid height was determined by GEOID03.
 DG9072
 DG9072;                    North         East    Units  Estimated Accuracy
 DG9072;SPC NE       -   109,000.      786,410.      MT  (+/- 180 meters Scaled)
 DG9072
 DG9072                          SUPERSEDED SURVEY CONTROL
 DG9072
 DG9072.No superseded survey control is available for this station.
 DG9072
 DG9072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL020153(NAD 83)
 DG9072_MARKER: DV = VERTICAL CONTROL DISK
 DG9072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9072_STAMPING: A 441 RESET 2004
 DG9072_MARK LOGO: NGS   
 DG9072_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9072+STABILITY: SURFACE MOTION
 DG9072
 DG9072  HISTORY     - Date     Condition        Report By
 DG9072  HISTORY     - 2004     MONUMENTED       NEDR
 DG9072
 DG9072                          STATION DESCRIPTION
 DG9072
 DG9072'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 DG9072'NEAR TOWN LINCOLN, FROM 84TH AND OLD CHENEY INTERSECTION, GO NORTH
 DG9072'APPROXIMATELY 0.70 MILE (1.13 KM) TO MANDARIN CIRCLE (SOUTH ENTRANCE)
 DG9072'TURN LEFT (WEST) AND GO APPROXIMATELY 160 FEET (48.8 M) TO BM, 108.15
 DG9072'FEET (32.96 M) NORTHNORTHWEST TO SOUTHWEST CORNER OF HOUSE NO 4844
 DG9072'MANDARIN.  121.00 FEET (36.88 M) EAST TO CENTER OF MANHOLE COVER, 3.45
 DG9072'FEET (1.05 M) SOUTH TO BOTTOM OF FIBERGLASS WITNESS SIGN, 70.17 FEET
 DG9072'(21.39 M) WEST TO TOP CHAIN LINK CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2462 ***********************************************************************
 AI2462  DESIGNATION -  A 442
 AI2462  PID         -  AI2462
 AI2462  STATE/COUNTY-  NE/PIERCE
 AI2462  USGS QUAD   -  PIERCE NW (1963)
 AI2462
 AI2462                         *CURRENT SURVEY CONTROL
 AI2462  ___________________________________________________________________
 AI2462* NAD 83(1986)-  42 12 25.     (N)    097 38 18.     (W)     SCALED    
 AI2462* NAVD 88     -       512.570  (meters)    1681.66   (feet)  ADJUSTED  
 AI2462  ___________________________________________________________________
 AI2462  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AI2462  DYNAMIC HT  -         512.375 (meters)    1681.02  (feet)  COMP
 AI2462  MODELED GRAV-     980,223.9   (mgal)                       NAVD 88
 AI2462
 AI2462  VERT ORDER  -  SECOND    CLASS I
 AI2462
 AI2462.The horizontal coordinates were scaled from a topographic map and have
 AI2462.an estimated accuracy of +/- 6 seconds.
 AI2462
 AI2462.The orthometric height was determined by differential leveling
 AI2462.and adjusted by the National Geodetic Survey in July 2002..
 AI2462.No vertical observational check was made to the station.
 AI2462
 AI2462.The geoid height was determined by GEOID03.
 AI2462
 AI2462.The dynamic height is computed by dividing the NAVD 88
 AI2462.geopotential number by the normal gravity value computed on the
 AI2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2462.degrees latitude (g = 980.6199 gals.).
 AI2462
 AI2462.The modeled gravity was interpolated from observed gravity values.
 AI2462
 AI2462;                    North         East    Units  Estimated Accuracy
 AI2462;SPC NE       -   266,200.      694,950.      MT  (+/- 180 meters Scaled)
 AI2462
 AI2462                          SUPERSEDED SURVEY CONTROL
 AI2462
 AI2462.No superseded survey control is available for this station.
 AI2462
 AI2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM124736(NAD 83)
 AI2462_MARKER: F = FLANGE-ENCASED ROD
 AI2462_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2462_STAMPING: A 442 1999
 AI2462_MARK LOGO: NGS   
 AI2462_PROJECTION: FLUSH
 AI2462_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2462+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2462_ROD/PIPE-DEPTH: 17.1 meters
 AI2462_SLEEVE-DEPTH  : 0.9 meters
 AI2462
 AI2462  HISTORY     - Date     Condition        Report By
 AI2462  HISTORY     - 1999     MONUMENTED       NGS
 AI2462
 AI2462                          STATION DESCRIPTION
 AI2462
 AI2462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2462'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2462'IN PIERCE, THENCE 8.4 KM (5.20 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2462'162.9 M (534.4 FT) EAST OF THE CENTER OF 544 AVENUE, 15.2 M (49.9 FT)
 AI2462'NORTH OF THE ROAD CENTER, 6.8 M (22.3 FT) EAST OF THE CENTER OF A
 AI2462'GATE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT)
 AI2462'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AI2462'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AI2462'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON COUNTY ROAD
 AI2462'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0398 ***********************************************************************
 LH0398  DESIGNATION -  A 5
 LH0398  PID         -  LH0398
 LH0398  STATE/COUNTY-  NE/BUFFALO
 LH0398  USGS QUAD   -  SHELTON (1974)
 LH0398
 LH0398                         *CURRENT SURVEY CONTROL
 LH0398  ___________________________________________________________________
 LH0398* NAD 83(1986)-  40 46 47.     (N)    098 44 07.     (W)     SCALED    
 LH0398* NAVD 88     -       615.295  (meters)    2018.68   (feet)  ADJUSTED  
 LH0398  ___________________________________________________________________
 LH0398  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 LH0398  DYNAMIC HT  -         614.957 (meters)    2017.57  (feet)  COMP
 LH0398  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 LH0398
 LH0398  VERT ORDER  -  FIRST     CLASS II
 LH0398
 LH0398.The horizontal coordinates were scaled from a topographic map and have
 LH0398.an estimated accuracy of +/- 6 seconds.
 LH0398
 LH0398.The orthometric height was determined by differential leveling
 LH0398.and adjusted by the National Geodetic Survey in June 1991..
 LH0398
 LH0398.The geoid height was determined by GEOID03.
 LH0398
 LH0398.The dynamic height is computed by dividing the NAVD 88
 LH0398.geopotential number by the normal gravity value computed on the
 LH0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0398.degrees latitude (g = 980.6199 gals.).
 LH0398
 LH0398.The modeled gravity was interpolated from observed gravity values.
 LH0398
 LH0398;                    North         East    Units  Estimated Accuracy
 LH0398;SPC NE       -   105,860.      606,730.      MT  (+/- 180 meters Scaled)
 LH0398
 LH0398                          SUPERSEDED SURVEY CONTROL
 LH0398
 LH0398  NGVD 29 (02/14/92)  615.038  (m)         2017.84   (f) ADJUSTED    1 2
 LH0398
 LH0398.Superseded values are not recommended for survey control.
 LH0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0398.See file dsdata.txt to determine how the superseded data were derived.
 LH0398
 LH0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL223143(NAD 83)
 LH0398_MARKER: DB = BENCH MARK DISK
 LH0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0398_SP_SET: CONCRETE POST
 LH0398_STAMPING: A 5 1933 2017.837
 LH0398_MARK LOGO: CGS   
 LH0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0398+STABILITY: SURFACE MOTION
 LH0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0398+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LH0398
 LH0398  HISTORY     - Date     Condition        Report By
 LH0398  HISTORY     - 1933     MONUMENTED       CGS
 LH0398  HISTORY     - 1949     GOOD             NGS
 LH0398  HISTORY     - 19911008 GOOD             NGS
 LH0398
 LH0398                          STATION DESCRIPTION
 LH0398
 LH0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0398'AT SHELTON.
 LH0398'AT SHELTON, BUFFALO COUNTY, AT THE UNION PACIFIC RAILROAD STATION,
 LH0398'76.7 FEET NORTH OF A POINT 15 FEET WEST OF THE NORTHWEST CORNER,
 LH0398'ABOUT 126 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30,
 LH0398'61 FEET EAST OF CULVERT MARKER 169.90, IN A PARK, 26.6 FEET NORTH
 LH0398'OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AND 7 FEET NORTH OF
 LH0398'THE IRON FENCE BOUNDING THE SOUTH SIDE OF THE PARK.  A STANDARD
 LH0398'DISK, STAMPED 2017.837 A 5 1933 AND SET IN THE TOP OF A
 LH0398'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 LH0398
 LH0398                          STATION RECOVERY (1949)
 LH0398
 LH0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 LH0398'RECOVERED IN GOOD CONDITION.
 LH0398
 LH0398                          STATION RECOVERY (1991)
 LH0398
 LH0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0398'IN SHELTON, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND D STREET,
 LH0398'NEAR THE SOUTHWEST CORNER OF A CITY PARK, 38.3 M (125.7 FT) SOUTH OF
 LH0398'AND LEVEL WITH THE HIGHWAY CENTERLINE, 30.2 M (99.1 FT) EAST OF THE
 LH0398'SOUTHEAST CORNER OF A RAILROAD UTILITY BOX, 19.2 M (63.0 FT)
 LH0398'SOUTH-SOUTHWEST OF THE MOST WESTERLY OF 3 WATER FAUCETS, 9.0 M (29.5
 LH0398'FT) EAST OF THE EXTENDED CENTER OF THE STREET, 8.2 M (26.9 FT) NORTH
 LH0398'OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 3.6 M (11.8 FT)
 LH0398'WEST-SOUTHWEST OF A UTILITY POLE WITH A GUY CABLE, AND THE MONUMENT
 LH0398'IS RECESSES 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.  NOTE--THIS MARK
 LH0398'WAS USED AS AN AZIMUTH MARK FOR SHELTON EAST BASE RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0044 ***********************************************************************
 MO0044  DESIGNATION -  A 50
 MO0044  PID         -  MO0044
 MO0044  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO0044  USGS QUAD   -  LYMAN (1990)
 MO0044
 MO0044                         *CURRENT SURVEY CONTROL
 MO0044  ___________________________________________________________________
 MO0044* NAD 83(1986)-  41 59 59.     (N)    104 02 49.     (W)     SCALED    
 MO0044* NAVD 88     -      1232.084  (meters)    4042.26   (feet)  ADJUSTED  
 MO0044  ___________________________________________________________________
 MO0044  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 MO0044  DYNAMIC HT  -        1231.299 (meters)    4039.69  (feet)  COMP
 MO0044  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 MO0044
 MO0044  VERT ORDER  -  SECOND    CLASS 0
 MO0044
 MO0044.The horizontal coordinates were scaled from a topographic map and have
 MO0044.an estimated accuracy of +/- 6 seconds.
 MO0044
 MO0044.The orthometric height was determined by differential leveling
 MO0044.and adjusted by the National Geodetic Survey in June 1991..
 MO0044
 MO0044.The geoid height was determined by GEOID03.
 MO0044
 MO0044.The dynamic height is computed by dividing the NAVD 88
 MO0044.geopotential number by the normal gravity value computed on the
 MO0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0044.degrees latitude (g = 980.6199 gals.).
 MO0044
 MO0044.The modeled gravity was interpolated from observed gravity values.
 MO0044
 MO0044;                    North         East    Units  Estimated Accuracy
 MO0044;SPC NE       -   248,370.      164,930.      MT  (+/- 180 meters Scaled)
 MO0044
 MO0044                          SUPERSEDED SURVEY CONTROL
 MO0044
 MO0044  NGVD 29 (??/??/92) 1231.368  (m)         4039.91   (f) ADJ UNCH    2 0
 MO0044
 MO0044.Superseded values are not recommended for survey control.
 MO0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0044.See file dsdata.txt to determine how the superseded data were derived.
 MO0044
 MO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG789501(NAD 83)
 MO0044_MARKER: DB = BENCH MARK DISK
 MO0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0044_STAMPING: A 50 1934
 MO0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0044+STABILITY: SURFACE MOTION
 MO0044
 MO0044  HISTORY     - Date     Condition        Report By
 MO0044  HISTORY     - 1934     MONUMENTED       CGS
 MO0044  HISTORY     - 1942     GOOD             NGS
 MO0044
 MO0044                          STATION DESCRIPTION
 MO0044
 MO0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MO0044'AT HENRY.
 MO0044'AT HENRY, SCOTTS BLUFF COUNTY, ON THE CHICAGO, BURLINGTON AND
 MO0044'QUINCY RR, AT MILEAGE 53+74, 9.0 FEET W OF THE NW CORNER OF THE
 MO0044'STATION, IN THE NE CORNER OF A SMALL PARK, 16.8 FEET S OF THE
 MO0044'S RAIL, 1.0 FOOT S OF THE N FENCE, AND 1.0 FOOT W OF THE E FENCE.
 MO0044'A STANDARD DISK, STAMPED A 50 1934 AND SET IN THE TOP OF
 MO0044'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0176 ***********************************************************************
 MN0176  DESIGNATION -  A 51
 MN0176  PID         -  MN0176
 MN0176  STATE/COUNTY-  NE/MORRILL
 MN0176  USGS QUAD   -  BAYARD (1965)
 MN0176
 MN0176                         *CURRENT SURVEY CONTROL
 MN0176  ___________________________________________________________________
 MN0176* NAD 83(1986)-  41 45 05.     (N)    103 19 28.     (W)     SCALED    
 MN0176* NAVD 88     -      1145.936  (meters)    3759.62   (feet)  ADJUSTED  
 MN0176  ___________________________________________________________________
 MN0176  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 MN0176  DYNAMIC HT  -        1145.201 (meters)    3757.21  (feet)  COMP
 MN0176  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 MN0176
 MN0176  VERT ORDER  -  SECOND    CLASS 0
 MN0176
 MN0176.The horizontal coordinates were scaled from a topographic map and have
 MN0176.an estimated accuracy of +/- 6 seconds.
 MN0176
 MN0176.The orthometric height was determined by differential leveling
 MN0176.and adjusted by the National Geodetic Survey in June 1991..
 MN0176
 MN0176.The geoid height was determined by GEOID03.
 MN0176
 MN0176.The dynamic height is computed by dividing the NAVD 88
 MN0176.geopotential number by the normal gravity value computed on the
 MN0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0176.degrees latitude (g = 980.6199 gals.).
 MN0176
 MN0176.The modeled gravity was interpolated from observed gravity values.
 MN0176
 MN0176;                    North         East    Units  Estimated Accuracy
 MN0176;SPC NE       -   218,270.      223,660.      MT  (+/- 180 meters Scaled)
 MN0176
 MN0176                          SUPERSEDED SURVEY CONTROL
 MN0176
 MN0176  NGVD 29 (??/??/92) 1145.327  (m)         3757.63   (f) ADJ UNCH    2 0
 MN0176
 MN0176.Superseded values are not recommended for survey control.
 MN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0176.See file dsdata.txt to determine how the superseded data were derived.
 MN0176
 MN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG393235(NAD 83)
 MN0176_MARKER: DB = BENCH MARK DISK
 MN0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0176_SP_SET: CONCRETE FOOTING
 MN0176_STAMPING: A 51 1934
 MN0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0176
 MN0176  HISTORY     - Date     Condition        Report By
 MN0176  HISTORY     - 1934     MONUMENTED       CGS
 MN0176  HISTORY     - 1942     GOOD             NGS
 MN0176
 MN0176                          STATION DESCRIPTION
 MN0176
 MN0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0176'AT BAYARD.
 MN0176'AT BAYARD, MORRILL COUNTY, ON THE CHICAGO, BURLINGTON AND
 MN0176'QUINCY RAILROAD, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 12, SOUTH
 MN0176'OF THE STATION, AT THE WATER TANK, IN THE NORTH CORNER OF THE
 MN0176'NORTH CONCRETE FOOTING, 15.8 FEET NORTH OF THE CENTER LINE OF THE
 MN0176'TANK, AND 0.9 FOOT SOUTHEAST OF THE NORTHWEST FACE OF THE FOOTING.
 MN0176'A STANDARD DISK, STAMPED A 51 1934.
 MN0176
 MN0176                          STATION RECOVERY (1942)
 MN0176
 MN0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MN0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0677 ***********************************************************************
 MN0677  DESIGNATION -  A 51 RESET
 MN0677  PID         -  MN0677
 MN0677  STATE/COUNTY-  NE/MORRILL
 MN0677  USGS QUAD   -  BAYARD (1965)
 MN0677
 MN0677                         *CURRENT SURVEY CONTROL
 MN0677  ___________________________________________________________________
 MN0677* NAD 83(1986)-  41 45 05.     (N)    103 19 28.     (W)     SCALED    
 MN0677* NAVD 88     -      1144.62   (meters)    3755.3    (feet)  RESET     
 MN0677  ___________________________________________________________________
 MN0677  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 MN0677
 MN0677  VERT ORDER  -  THIRD
 MN0677
 MN0677.The horizontal coordinates were scaled from a topographic map and have
 MN0677.an estimated accuracy of +/- 6 seconds.
 MN0677
 MN0677.The orthometric height was computed from unverified reset data.
 MN0677.No vertical observational check was made to the station.
 MN0677
 MN0677.The geoid height was determined by GEOID03.
 MN0677
 MN0677;                    North         East    Units  Estimated Accuracy
 MN0677;SPC NE       -   218,270.      223,660.      MT  (+/- 180 meters Scaled)
 MN0677
 MN0677                          SUPERSEDED SURVEY CONTROL
 MN0677
 MN0677  NGVD 29 (08/02/06) 1144.01   (m)         3753.3    (f) RESET       3  
 MN0677
 MN0677.Superseded values are not recommended for survey control.
 MN0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0677.See file dsdata.txt to determine how the superseded data were derived.
 MN0677
 MN0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG393235(NAD 83)
 MN0677_MARKER: DV = VERTICAL CONTROL DISK
 MN0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0677_SP_SET: CONCRETE POST
 MN0677_STAMPING: A 51 RESET 1986
 MN0677_MARK LOGO: NGS   
 MN0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0677+STABILITY: SURFACE MOTION
 MN0677
 MN0677  HISTORY     - Date     Condition        Report By
 MN0677  HISTORY     - 1986     MONUMENTED       NEDR
 MN0677
 MN0677                          STATION DESCRIPTION
 MN0677
 MN0677'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1986
 MN0677'FROM THE INTERSECTION OF HIGHWAYS 92 AND 26 GO NORTH ON 26 FOR
 MN0677'APPROXIMATELY 2.35 MILES, GO SOUTH 364 FEET (110.9 M) FROM THE SOUTH
 MN0677'TRACK OF THE MAINLINE OF THE BURLINGTON NORTHERN RAILROAD TO STATION
 MN0677'MARKING 7+00 MARKED IN CONCRETE ON THE WEST EDGE OF THE HIGHWAY, MARK
 MN0677'IS 1 FOOT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0052 ***********************************************************************
 MN0052  DESIGNATION -  A 52
 MN0052  PID         -  MN0052
 MN0052  STATE/COUNTY-  NE/GARDEN
 MN0052  USGS QUAD   -  COUMBE BLUFF (1971)
 MN0052
 MN0052                         *CURRENT SURVEY CONTROL
 MN0052  ___________________________________________________________________
 MN0052* NAD 83(1986)-  41 27 09.     (N)    102 28 57.     (W)     SCALED    
 MN0052* NAVD 88     -      1051.831  (meters)    3450.88   (feet)  ADJUSTED  
 MN0052  ___________________________________________________________________
 MN0052  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 MN0052  DYNAMIC HT  -        1051.179 (meters)    3448.74  (feet)  COMP
 MN0052  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 MN0052
 MN0052  VERT ORDER  -  SECOND    CLASS 0
 MN0052
 MN0052.The horizontal coordinates were scaled from a topographic map and have
 MN0052.an estimated accuracy of +/- 6 seconds.
 MN0052
 MN0052.The orthometric height was determined by differential leveling
 MN0052.and adjusted by the National Geodetic Survey in June 1991..
 MN0052
 MN0052.The geoid height was determined by GEOID03.
 MN0052
 MN0052.The dynamic height is computed by dividing the NAVD 88
 MN0052.geopotential number by the normal gravity value computed on the
 MN0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0052.degrees latitude (g = 980.6199 gals.).
 MN0052
 MN0052.The modeled gravity was interpolated from observed gravity values.
 MN0052
 MN0052;                    North         East    Units  Estimated Accuracy
 MN0052;SPC NE       -   182,750.      292,670.      MT  (+/- 180 meters Scaled)
 MN0052
 MN0052                          SUPERSEDED SURVEY CONTROL
 MN0052
 MN0052  NGVD 29 (??/??/92) 1051.324  (m)         3449.22   (f) ADJ UNCH    2 0
 MN0052
 MN0052.Superseded values are not recommended for survey control.
 MN0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0052.See file dsdata.txt to determine how the superseded data were derived.
 MN0052
 MN0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF102920(NAD 83)
 MN0052_MARKER: DB = BENCH MARK DISK
 MN0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0052_STAMPING: A 52 1934
 MN0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0052+STABILITY: SURFACE MOTION
 MN0052
 MN0052  HISTORY     - Date     Condition        Report By
 MN0052  HISTORY     - 1934     MONUMENTED       CGS
 MN0052  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0052
 MN0052                          STATION DESCRIPTION
 MN0052
 MN0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0052'7.8 MI W FROM OSHKOSH.
 MN0052'ABOUT 7.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0052'STATION AT OSHKOSH, GARDEN COUNTY, ABOUT 11 POLES EAST OF MILEPOST
 MN0052'79, ABOUT 250 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A PUBLIC
 MN0052'SCHOOLHOUSE, 44 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 MN0052'AND ABOUT 95 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 26.
 MN0052'A STANDARD DISK, STAMPED A 52 1934 AND SET IN THE TOP OF A CONCRETE
 MN0052'POST.  NOTE-- OLD SCHOOLHOUSE THAT IS LISTED IN DESCRIPTION HAS
 MN0052'BEEN REMOVED.  ALSO IT IS VERY POSSIBLE THAT BM HAS BEEN COVERED
 MN0052'UP WITH BLOW SAND.
 MN0052
 MN0052                          STATION RECOVERY (1971)
 MN0052
 MN0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0027 ***********************************************************************
 MN0027  DESIGNATION -  A 53
 MN0027  PID         -  MN0027
 MN0027  STATE/COUNTY-  NE/DEUEL
 MN0027  USGS QUAD   -  CHAPPELL (1961)
 MN0027
 MN0027                         *CURRENT SURVEY CONTROL
 MN0027  ___________________________________________________________________
 MN0027* NAD 83(1986)-  41 05 36.     (N)    102 27 41.     (W)     SCALED    
 MN0027* NAVD 88     -      1129.795  (meters)    3706.67   (feet)  ADJUSTED  
 MN0027  ___________________________________________________________________
 MN0027  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 MN0027  DYNAMIC HT  -        1129.053 (meters)    3704.23  (feet)  COMP
 MN0027  MODELED GRAV-     979,928.1   (mgal)                       NAVD 88
 MN0027
 MN0027  VERT ORDER  -  SECOND    CLASS 0
 MN0027
 MN0027.The horizontal coordinates were scaled from a topographic map and have
 MN0027.an estimated accuracy of +/- 6 seconds.
 MN0027
 MN0027.The orthometric height was determined by differential leveling
 MN0027.and adjusted by the National Geodetic Survey in June 1991..
 MN0027
 MN0027.The geoid height was determined by GEOID03.
 MN0027
 MN0027.The dynamic height is computed by dividing the NAVD 88
 MN0027.geopotential number by the normal gravity value computed on the
 MN0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0027.degrees latitude (g = 980.6199 gals.).
 MN0027
 MN0027.The modeled gravity was interpolated from observed gravity values.
 MN0027
 MN0027;                    North         East    Units  Estimated Accuracy
 MN0027;SPC NE       -   142,840.      293,300.      MT  (+/- 180 meters Scaled)
 MN0027
 MN0027                          SUPERSEDED SURVEY CONTROL
 MN0027
 MN0027  NGVD 29 (??/??/92) 1129.304  (m)         3705.06   (f) ADJ UNCH    2 0
 MN0027
 MN0027.Superseded values are not recommended for survey control.
 MN0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0027.See file dsdata.txt to determine how the superseded data were derived.
 MN0027
 MN0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF132522(NAD 83)
 MN0027_MARKER: DB = BENCH MARK DISK
 MN0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0027_STAMPING: A 53 1934
 MN0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0027+STABILITY: SURFACE MOTION
 MN0027
 MN0027  HISTORY     - Date     Condition        Report By
 MN0027  HISTORY     - 1934     MONUMENTED       CGS
 MN0027  HISTORY     - 1960     MARK NOT FOUND   USGS
 MN0027
 MN0027                          STATION DESCRIPTION
 MN0027
 MN0027'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MN0027'AT CHAPPELL.
 MN0027'AT CHAPPELL, DEUEL COUNTY, 150 FEET SOUTHEAST OF THE SOUTHEAST
 MN0027'CORNER OF THE HIGH SCHOOL, 400 FEET NORTH OF THE CENTERLINE OF
 MN0027'U.S. HIGHWAY 30, 33 FEET WEST OF THE CENTERLINE OF A STREET, AND
 MN0027'10 FEET NORTH OF THE NORTH END OF THE ATHLETIC FIELD.  A STANDARD
 MN0027'DISK, STAMPED A 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0027'NOTE-- BELIEVED DESTROYED WHEN NEW ADDITION TO SCHOOLHOUSE WAS
 MN0027'BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0276 ***********************************************************************
 MN0276  DESIGNATION -  A 54
 MN0276  PID         -  MN0276
 MN0276  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0276  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0276
 MN0276                         *CURRENT SURVEY CONTROL
 MN0276  ___________________________________________________________________
 MN0276* NAD 83(1986)-  41 49 16.     (N)    103 40 30.     (W)     SCALED    
 MN0276* NAVD 88     -      1209.322  (meters)    3967.58   (feet)  ADJUSTED  
 MN0276  ___________________________________________________________________
 MN0276  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 MN0276  DYNAMIC HT  -        1208.534 (meters)    3965.00  (feet)  COMP
 MN0276  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 MN0276
 MN0276  VERT ORDER  -  SECOND    CLASS 0
 MN0276
 MN0276.The horizontal coordinates were scaled from a topographic map and have
 MN0276.an estimated accuracy of +/- 6 seconds.
 MN0276
 MN0276.The orthometric height was determined by differential leveling
 MN0276.and adjusted by the National Geodetic Survey in June 1991..
 MN0276
 MN0276.The geoid height was determined by GEOID03.
 MN0276
 MN0276.The dynamic height is computed by dividing the NAVD 88
 MN0276.geopotential number by the normal gravity value computed on the
 MN0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0276.degrees latitude (g = 980.6199 gals.).
 MN0276
 MN0276.The modeled gravity was interpolated from observed gravity values.
 MN0276
 MN0276;                    North         East    Units  Estimated Accuracy
 MN0276;SPC NE       -   227,180.      194,860.      MT  (+/- 180 meters Scaled)
 MN0276
 MN0276                          SUPERSEDED SURVEY CONTROL
 MN0276
 MN0276  NGVD 29 (??/??/92) 1208.667  (m)         3965.43   (f) ADJ UNCH    2 0
 MN0276
 MN0276.Superseded values are not recommended for survey control.
 MN0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0276.See file dsdata.txt to determine how the superseded data were derived.
 MN0276
 MN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG100307(NAD 83)
 MN0276_MARKER: DB = BENCH MARK DISK
 MN0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0276_STAMPING: A 54 1934
 MN0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0276+STABILITY: SURFACE MOTION
 MN0276
 MN0276  HISTORY     - Date     Condition        Report By
 MN0276  HISTORY     - 1934     MONUMENTED       CGS
 MN0276  HISTORY     - 1963     MARK NOT FOUND   NGS
 MN0276
 MN0276                          STATION DESCRIPTION
 MN0276
 MN0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0276'1.1 MI SW FROM GERING.
 MN0276'ABOUT 1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE
 MN0276'COURTHOUSE AT GERING, SCOTTS BLUFF COUNTY, ABOUT 191 FEET SOUTH
 MN0276'OF STATE HIGHWAY 86, 54 FEET WEST OF THE CENTER LINE OF THE
 MN0276'HIGHWAY, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MN0276'DISK, STAMPED A 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0276
 MN0276                          STATION RECOVERY (1963)
 MN0276
 MN0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MN0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0238 ***********************************************************************
 MN0238  DESIGNATION -  A 55
 MN0238  PID         -  MN0238
 MN0238  STATE/COUNTY-  NE/KIMBALL
 MN0238  USGS QUAD   -  BENNETT RESERVOIR WEST (1979)
 MN0238
 MN0238                         *CURRENT SURVEY CONTROL
 MN0238  ___________________________________________________________________
 MN0238* NAD 83(1986)-  41 17 36.     (N)    103 40 22.     (W)     SCALED    
 MN0238* NAVD 88     -      1485.448  (meters)    4873.51   (feet)  ADJUSTED  
 MN0238  ___________________________________________________________________
 MN0238  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 MN0238  DYNAMIC HT  -        1484.374 (meters)    4869.98  (feet)  COMP
 MN0238  MODELED GRAV-     979,847.4   (mgal)                       NAVD 88
 MN0238
 MN0238  VERT ORDER  -  SECOND    CLASS 0
 MN0238
 MN0238.The horizontal coordinates were scaled from a topographic map and have
 MN0238.an estimated accuracy of +/- 6 seconds.
 MN0238
 MN0238.The orthometric height was determined by differential leveling
 MN0238.and adjusted by the National Geodetic Survey in June 1991..
 MN0238
 MN0238.The geoid height was determined by GEOID03.
 MN0238
 MN0238.The dynamic height is computed by dividing the NAVD 88
 MN0238.geopotential number by the normal gravity value computed on the
 MN0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0238.degrees latitude (g = 980.6199 gals.).
 MN0238
 MN0238.The modeled gravity was interpolated from observed gravity values.
 MN0238
 MN0238;                    North         East    Units  Estimated Accuracy
 MN0238;SPC NE       -   168,630.      192,560.      MT  (+/- 180 meters Scaled)
 MN0238
 MN0238                          SUPERSEDED SURVEY CONTROL
 MN0238
 MN0238  NGVD 29 (??/??/92) 1484.765  (m)         4871.27   (f) ADJ UNCH    2 0
 MN0238
 MN0238.Superseded values are not recommended for survey control.
 MN0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0238.See file dsdata.txt to determine how the superseded data were derived.
 MN0238
 MN0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF111721(NAD 83)
 MN0238_MARKER: DB = BENCH MARK DISK
 MN0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0238_STAMPING: A 55 1934
 MN0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0238+STABILITY: SURFACE MOTION
 MN0238
 MN0238  HISTORY     - Date     Condition        Report By
 MN0238  HISTORY     - 1934     MONUMENTED       CGS
 MN0238  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0238
 MN0238                          STATION DESCRIPTION
 MN0238
 MN0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0238'4.5 MI N FROM KIMBALL.
 MN0238'ABOUT 4.5 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 MN0238'AT KIMBALL, KIMBALL COUNTY, 30 FEET SOUTH OF THE SOUTH GUARD ON
 MN0238'A CULVERT, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3
 MN0238'FEET EAST OF A NORTH-AND-SOUTH FENCE, AND 2 FEET SOUTH OF THE
 MN0238'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 55 1934 AND SET
 MN0238'IN THE TOP OF A CONCRETE POST.
 MN0238
 MN0238                          STATION RECOVERY (1974)
 MN0238
 MN0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0012 ***********************************************************************
 MN0012  DESIGNATION -  A 56
 MN0012  PID         -  MN0012
 MN0012  STATE/COUNTY-  NE/GARDEN
 MN0012  USGS QUAD   -  MUMPER (1986)
 MN0012
 MN0012                         *CURRENT SURVEY CONTROL
 MN0012  ___________________________________________________________________
 MN0012* NAD 83(1986)-  41 47 34.     (N)    102 26 14.     (W)     SCALED    
 MN0012* NAVD 88     -      1168.789  (meters)    3834.60   (feet)  ADJUSTED  
 MN0012  ___________________________________________________________________
 MN0012  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 MN0012  DYNAMIC HT  -        1168.081 (meters)    3832.28  (feet)  COMP
 MN0012  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 MN0012
 MN0012  VERT ORDER  -  SECOND    CLASS 0
 MN0012
 MN0012.The horizontal coordinates were scaled from a topographic map and have
 MN0012.an estimated accuracy of +/- 6 seconds.
 MN0012
 MN0012.The orthometric height was determined by differential leveling
 MN0012.and adjusted by the National Geodetic Survey in June 1991..
 MN0012
 MN0012.The geoid height was determined by GEOID03.
 MN0012
 MN0012.The dynamic height is computed by dividing the NAVD 88
 MN0012.geopotential number by the normal gravity value computed on the
 MN0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0012.degrees latitude (g = 980.6199 gals.).
 MN0012
 MN0012.The modeled gravity was interpolated from observed gravity values.
 MN0012
 MN0012;                    North         East    Units  Estimated Accuracy
 MN0012;SPC NE       -   220,400.      297,510.      MT  (+/- 180 meters Scaled)
 MN0012
 MN0012                          SUPERSEDED SURVEY CONTROL
 MN0012
 MN0012  NGVD 29 (??/??/92) 1168.257  (m)         3832.86   (f) ADJ UNCH    2 0
 MN0012
 MN0012.Superseded values are not recommended for survey control.
 MN0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0012.See file dsdata.txt to determine how the superseded data were derived.
 MN0012
 MN0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG129299(NAD 83)
 MN0012_MARKER: DB = BENCH MARK DISK
 MN0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0012_STAMPING: A 56 1934
 MN0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0012+STABILITY: SURFACE MOTION
 MN0012
 MN0012  HISTORY     - Date     Condition        Report By
 MN0012  HISTORY     - 1934     MONUMENTED       CGS
 MN0012  HISTORY     - 1938     GOOD             NGS
 MN0012  HISTORY     - 1984     MARK NOT FOUND   USGS
 MN0012
 MN0012                          STATION DESCRIPTION
 MN0012
 MN0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0012'30.8 MI N FROM OSHKOSH.
 MN0012'30.8 MILES NORTH ALONG STATE HIGHWAY 27 AND ROADS LEADING TO
 MN0012'ELLSWORTH VIA MUMPER FROM THE COURTHOUSE AT OSHKOSH, GARDEN
 MN0012'COUNTY, 0.3 MILE NORTH OF A GROUP OF FARM BUILDINGS, AND 27 FEET
 MN0012'EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 MN0012'A 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0012
 MN0012                          STATION RECOVERY (1938)
 MN0012
 MN0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MN0012'RECOVERED IN GOOD CONDITION.
 MN0012
 MN0012                          STATION RECOVERY (1984)
 MN0012
 MN0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MN0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0432 ***********************************************************************
 NP0432  DESIGNATION -  A 57
 NP0432  PID         -  NP0432
 NP0432  STATE/COUNTY-  NE/SIOUX
 NP0432  USGS QUAD   -  WHISTLE CREEK SE (1983)
 NP0432
 NP0432                         *CURRENT SURVEY CONTROL
 NP0432  ___________________________________________________________________
 NP0432* NAD 83(1986)-  42 17 36.     (N)    103 33 45.     (W)     SCALED    
 NP0432* NAVD 88     -      1412.746  (meters)    4634.98   (feet)  POSTED    
 NP0432  ___________________________________________________________________
 NP0432  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 NP0432  DYNAMIC HT  -        1411.850 (meters)    4632.04  (feet)  COMP
 NP0432  MODELED GRAV-     979,936.3   (mgal)                       NAVD 88
 NP0432
 NP0432  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0432
 NP0432.The horizontal coordinates were scaled from a topographic map and have
 NP0432.an estimated accuracy of +/- 6 seconds.
 NP0432
 NP0432.The orthometric height was determined by differential leveling
 NP0432.and adjusted by the National Geodetic Survey in 1992..
 NP0432.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0432.rate of 1.1 thru 2.0 mm/km.
 NP0432
 NP0432.The geoid height was determined by GEOID03.
 NP0432
 NP0432.The dynamic height is computed by dividing the NAVD 88
 NP0432.geopotential number by the normal gravity value computed on the
 NP0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0432.degrees latitude (g = 980.6199 gals.).
 NP0432
 NP0432.The modeled gravity was interpolated from observed gravity values.
 NP0432
 NP0432;                    North         East    Units  Estimated Accuracy
 NP0432;SPC NE       -   279,180.      206,360.      MT  (+/- 180 meters Scaled)
 NP0432
 NP0432                          SUPERSEDED SURVEY CONTROL
 NP0432
 NP0432  NGVD 29 (??/??/92) 1412.013  (m)         4632.58   (f) ADJ UNCH    2 0
 NP0432
 NP0432.Superseded values are not recommended for survey control.
 NP0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0432.See file dsdata.txt to determine how the superseded data were derived.
 NP0432
 NP0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG185833(NAD 83)
 NP0432_MARKER: DB = BENCH MARK DISK
 NP0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0432_STAMPING: A 57 1934
 NP0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0432+STABILITY: SURFACE MOTION
 NP0432
 NP0432  HISTORY     - Date     Condition        Report By
 NP0432  HISTORY     - 1934     MONUMENTED       CGS
 NP0432  HISTORY     - 1938     GOOD             NGS
 NP0432
 NP0432                          STATION DESCRIPTION
 NP0432
 NP0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NP0432'26.4 MI W FROM HEMINGFORD.
 NP0432'ALONG A COUNTY ROAD RUNNING INTO STATE HIGHWAY NO. 29 AT A
 NP0432'POINT 1 MILE NORTH OF A SITE KNOWN AS ALDINE, 26.4 MILES WEST
 NP0432'OF THE POST OFFICE AT HEMINGFORD, 43 FEET NORTH OF THE CENTER OF
 NP0432'THE ROAD, 1 FOOT SOUTH OF A RIGHT OF WAY FENCE, AT A POINT WHERE
 NP0432'THE ROAD TURNS SOUTH.  SET IN THE TOP OF A PRECAST CONCRETE
 NP0432'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0405 ***********************************************************************
 NP0405  DESIGNATION -  A 58
 NP0405  PID         -  NP0405
 NP0405  STATE/COUNTY-  NE/SIOUX
 NP0405  USGS QUAD   -  HARRISON SE (1979)
 NP0405
 NP0405                         *CURRENT SURVEY CONTROL
 NP0405  ___________________________________________________________________
 NP0405* NAD 83(1986)-  42 32 18.     (N)    103 50 03.     (W)     SCALED    
 NP0405* NAVD 88     -      1455.929  (meters)    4776.66   (feet)  POSTED    
 NP0405  ___________________________________________________________________
 NP0405  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 NP0405  DYNAMIC HT  -        1455.050 (meters)    4773.78  (feet)  COMP
 NP0405  MODELED GRAV-     979,962.9   (mgal)                       NAVD 88
 NP0405
 NP0405  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0405
 NP0405.The horizontal coordinates were scaled from a topographic map and have
 NP0405.an estimated accuracy of +/- 6 seconds.
 NP0405
 NP0405.The orthometric height was determined by differential leveling
 NP0405.and adjusted by the National Geodetic Survey in 1992..
 NP0405.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0405.rate of 1.1 thru 2.0 mm/km.
 NP0405
 NP0405.The geoid height was determined by GEOID03.
 NP0405
 NP0405.The dynamic height is computed by dividing the NAVD 88
 NP0405.geopotential number by the normal gravity value computed on the
 NP0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0405.degrees latitude (g = 980.6199 gals.).
 NP0405
 NP0405.The modeled gravity was interpolated from observed gravity values.
 NP0405
 NP0405;                    North         East    Units  Estimated Accuracy
 NP0405;SPC NE       -   307,320.      185,190.      MT  (+/- 180 meters Scaled)
 NP0405
 NP0405                          SUPERSEDED SURVEY CONTROL
 NP0405
 NP0405  NGVD 29 (??/??/92) 1455.222  (m)         4774.34   (f) ADJ UNCH    2 0
 NP0405
 NP0405.Superseded values are not recommended for survey control.
 NP0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0405.See file dsdata.txt to determine how the superseded data were derived.
 NP0405
 NP0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH957102(NAD 83)
 NP0405_MARKER: DB = BENCH MARK DISK
 NP0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0405_STAMPING: A 58 1934
 NP0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0405+STABILITY: SURFACE MOTION
 NP0405
 NP0405  HISTORY     - Date     Condition        Report By
 NP0405  HISTORY     - 1934     MONUMENTED       CGS
 NP0405  HISTORY     - 1974     GOOD             USGS
 NP0405
 NP0405                          STATION DESCRIPTION
 NP0405
 NP0405'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0405'12.4 MI S FROM HARRISON.
 NP0405'HARRISON COURTHOUSE, 12.4 MI. SOUTH OF ALONG STATE HWY. 29, 0.5
 NP0405'MI. SOUTH OF A GRADED COUNTY RD. LEADING EAST, THENCE 0.6 MI.
 NP0405'WEST ALONG A PASTURE RD., THENCE 0.5 MI. SOUTH ALONG THE OLD
 NP0405'HWY. 29 RD. SCAR, APPROX. 0.25 MI. SE. OF A WINDMILL, 38 FT. WEST
 NP0405'OF A WIRE GATE AND 21 FT. SOUTH OF A FENCE CORNER, 1.5 FT. EAST
 NP0405'OF THE FENCE, A STANDARD TABLET STAMPED A 58 1934 AND SET IN THE
 NP0405'TOP OF A CONCRETE POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0065 ***********************************************************************
 MN0065  DESIGNATION -  A 59
 MN0065  PID         -  MN0065
 MN0065  STATE/COUNTY-  NE/DEUEL
 MN0065  USGS QUAD   -  CHAPPELL (1961)
 MN0065
 MN0065                         *CURRENT SURVEY CONTROL
 MN0065  ___________________________________________________________________
 MN0065* NAD 83(1986)-  41 01 28.     (N)    102 23 40.     (W)     SCALED    
 MN0065* NAVD 88     -      1096.291  (meters)    3596.75   (feet)  ADJUSTED  
 MN0065  ___________________________________________________________________
 MN0065  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 MN0065  DYNAMIC HT  -        1095.577 (meters)    3594.41  (feet)  COMP
 MN0065  MODELED GRAV-     979,934.5   (mgal)                       NAVD 88
 MN0065
 MN0065  VERT ORDER  -  SECOND    CLASS 0
 MN0065
 MN0065.The horizontal coordinates were scaled from a topographic map and have
 MN0065.an estimated accuracy of +/- 6 seconds.
 MN0065
 MN0065.The orthometric height was determined by differential leveling
 MN0065.and adjusted by the National Geodetic Survey in June 1991..
 MN0065
 MN0065.The geoid height was determined by GEOID03.
 MN0065
 MN0065.The dynamic height is computed by dividing the NAVD 88
 MN0065.geopotential number by the normal gravity value computed on the
 MN0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0065.degrees latitude (g = 980.6199 gals.).
 MN0065
 MN0065.The modeled gravity was interpolated from observed gravity values.
 MN0065
 MN0065;                    North         East    Units  Estimated Accuracy
 MN0065;SPC NE       -   135,030.      298,710.      MT  (+/- 180 meters Scaled)
 MN0065
 MN0065                          SUPERSEDED SURVEY CONTROL
 MN0065
 MN0065  NGVD 29 (??/??/92) 1095.824  (m)         3595.22   (f) ADJ UNCH    2 0
 MN0065
 MN0065.Superseded values are not recommended for survey control.
 MN0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0065.See file dsdata.txt to determine how the superseded data were derived.
 MN0065
 MN0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF190447(NAD 83)
 MN0065_MARKER: DB = BENCH MARK DISK
 MN0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0065_STAMPING: A 59 1934
 MN0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0065+STABILITY: SURFACE MOTION
 MN0065
 MN0065  HISTORY     - Date     Condition        Report By
 MN0065  HISTORY     - 1934     MONUMENTED       CGS
 MN0065  HISTORY     - 1941     GOOD             NGS
 MN0065
 MN0065                          STATION DESCRIPTION
 MN0065
 MN0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0065'8.6 MI NW FROM JULESBURG.
 MN0065'IN DEUEL COUNTY, NEBRASKA, 8.6 MILES NORTHWEST ALONG THE UNION
 MN0065'PACIFIC RAILROAD FROM THE STATION AT JULESBURG, SEDGWICK COUNTY,
 MN0065'COLORADO, 21 RAILS SOUTHEAST OF MILEPOST 374, 138 FEET SOUTHEAST
 MN0065'OF A SIGNAL BOX, AND 48 FEET NORTHEAST OF THE EAST RAIL OF THE
 MN0065'EAST DOUBLE TRACK.  A STANDARD DISK, STAMPED A 59 1934 AND SET
 MN0065'IN THE TOP OF A CONCRETE POST.
 MN0065
 MN0065                          STATION RECOVERY (1941)
 MN0065
 MN0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MN0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0894 ***********************************************************************
 ML0894  DESIGNATION -  A 6
 ML0894  PID         -  ML0894
 ML0894  STATE/COUNTY-  NE/CUSTER
 ML0894  USGS QUAD   -  WALWORTH (1978)
 ML0894
 ML0894                         *CURRENT SURVEY CONTROL
 ML0894  ___________________________________________________________________
 ML0894* NAD 83(1986)-  41 39 17.     (N)    099 33 43.     (W)     SCALED    
 ML0894* NAVD 88     -       730.110  (meters)    2395.37   (feet)  ADJUSTED  
 ML0894  ___________________________________________________________________
 ML0894  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 ML0894  DYNAMIC HT  -         729.738 (meters)    2394.15  (feet)  COMP
 ML0894  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 ML0894
 ML0894  VERT ORDER  -  SECOND    CLASS 0
 ML0894
 ML0894.The horizontal coordinates were scaled from a topographic map and have
 ML0894.an estimated accuracy of +/- 6 seconds.
 ML0894
 ML0894.The orthometric height was determined by differential leveling
 ML0894.and adjusted by the National Geodetic Survey in June 1991..
 ML0894
 ML0894.The geoid height was determined by GEOID03.
 ML0894
 ML0894.The dynamic height is computed by dividing the NAVD 88
 ML0894.geopotential number by the normal gravity value computed on the
 ML0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0894.degrees latitude (g = 980.6199 gals.).
 ML0894
 ML0894.The modeled gravity was interpolated from observed gravity values.
 ML0894
 ML0894;                    North         East    Units  Estimated Accuracy
 ML0894;SPC NE       -   202,310.      536,480.      MT  (+/- 180 meters Scaled)
 ML0894
 ML0894                          SUPERSEDED SURVEY CONTROL
 ML0894
 ML0894  NGVD 29 (??/??/92)  729.838  (m)         2394.48   (f) ADJ UNCH    2 0
 ML0894
 ML0894.Superseded values are not recommended for survey control.
 ML0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0894.See file dsdata.txt to determine how the superseded data were derived.
 ML0894
 ML0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM532115(NAD 83)
 ML0894_MARKER: DD = SURVEY DISK
 ML0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0894_STAMPING: A 6
 ML0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0894+STABILITY: SURFACE MOTION
 ML0894
 ML0894  HISTORY     - Date     Condition        Report By
 ML0894  HISTORY     - UNK      MONUMENTED       BOR
 ML0894  HISTORY     - 1950     GOOD             NGS
 ML0894
 ML0894                          STATION DESCRIPTION
 ML0894
 ML0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0894'4.7 MI NE FROM GATES.
 ML0894'3.0 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0894'GATES, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.6
 ML0894'MILE EAST ALONG A GRAVELED ROAD, 36 FEET NORTH OF THE CENTER LINE
 ML0894'OF THE GRAVELED ROAD, 57 FEET SOUTHEAST OF A POWER POLE, 1.7 FEET
 ML0894'SOUTH OF A FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF
 ML0894'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0817 ***********************************************************************
 LH0817  DESIGNATION -  A 60
 LH0817  PID         -  LH0817
 LH0817  STATE/COUNTY-  NE/DAWSON
 LH0817  USGS QUAD   -  LEXINGTON EAST (1983)
 LH0817
 LH0817                         *CURRENT SURVEY CONTROL
 LH0817  ___________________________________________________________________
 LH0817* NAD 83(1986)-  40 48 23.     (N)    099 44 55.     (W)     SCALED    
 LH0817* NAVD 88     -       733.600  (meters)    2406.82   (feet)  ADJUSTED  
 LH0817  ___________________________________________________________________
 LH0817  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 LH0817  DYNAMIC HT  -         733.173 (meters)    2405.42  (feet)  COMP
 LH0817  MODELED GRAV-     980,017.9   (mgal)                       NAVD 88
 LH0817
 LH0817  VERT ORDER  -  SECOND    CLASS 0
 LH0817
 LH0817.The horizontal coordinates were scaled from a topographic map and have
 LH0817.an estimated accuracy of +/- 6 seconds.
 LH0817
 LH0817.The orthometric height was determined by differential leveling
 LH0817.and adjusted by the National Geodetic Survey in June 1991..
 LH0817
 LH0817.The geoid height was determined by GEOID03.
 LH0817
 LH0817.The dynamic height is computed by dividing the NAVD 88
 LH0817.geopotential number by the normal gravity value computed on the
 LH0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0817.degrees latitude (g = 980.6199 gals.).
 LH0817
 LH0817.The modeled gravity was interpolated from observed gravity values.
 LH0817
 LH0817;                    North         East    Units  Estimated Accuracy
 LH0817;SPC NE       -   108,070.      521,210.      MT  (+/- 180 meters Scaled)
 LH0817
 LH0817                          SUPERSEDED SURVEY CONTROL
 LH0817
 LH0817  NGVD 29 (??/??/92)  733.321  (m)         2405.90   (f) ADJ UNCH    2 0
 LH0817
 LH0817.Superseded values are not recommended for survey control.
 LH0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0817.See file dsdata.txt to determine how the superseded data were derived.
 LH0817
 LH0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML368175(NAD 83)
 LH0817_MARKER: DB = BENCH MARK DISK
 LH0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0817_STAMPING: A 60 1934
 LH0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0817+STABILITY: SURFACE MOTION
 LH0817
 LH0817  HISTORY     - Date     Condition        Report By
 LH0817  HISTORY     - 1934     MONUMENTED       CGS
 LH0817  HISTORY     - 1960     MARK NOT FOUND   USGS
 LH0817
 LH0817                          STATION DESCRIPTION
 LH0817
 LH0817'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LH0817'2.1 MI N FROM LEXINGTON.
 LH0817'2.1 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0817'AT LEXINGTON, 0.3 MILE NORTH OF GROVES OF TREES ON BOTH SIDES
 LH0817'OF THE HIGHWAY, 0.3 MILE NORTH OF A 2-STORY HOUSE EAST OF THE
 LH0817'HIGHWAY AND SOUTH OF AN IRRIGATION DITCH, 30 FEET SOUTHEAST
 LH0817'OF THE SOUTHEAST WINGWALL OF A BRIDGE OVER THE IRRIGATION DITCH,
 LH0817'37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH
 LH0817'OF A FENCE CORNER, AND 1 FOOT EAST OF THE NORTH-AND-SOUTH
 LH0817'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 60 1934 AND
 LH0817'SET IN THE TOP OF A CONCRETE POST.  NOE-- HIGHWAY R/W WIDENED.
 LH0817'POST POSSIBLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0157 ***********************************************************************
 NP0157  DESIGNATION -  A 61
 NP0157  PID         -  NP0157
 NP0157  STATE/COUNTY-  NE/BOX BUTTE
 NP0157  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0157
 NP0157                         *CURRENT SURVEY CONTROL
 NP0157  ___________________________________________________________________
 NP0157* NAD 83(1986)-  42 05 41.     (N)    102 51 46.     (W)     SCALED    
 NP0157* NAVD 88     -      1207.256  (meters)    3960.81   (feet)  ADJUSTED  
 NP0157  ___________________________________________________________________
 NP0157  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 NP0157  DYNAMIC HT  -        1206.553 (meters)    3958.50  (feet)  COMP
 NP0157  MODELED GRAV-     979,997.7   (mgal)                       NAVD 88
 NP0157
 NP0157  VERT ORDER  -  SECOND    CLASS 0
 NP0157
 NP0157.The horizontal coordinates were scaled from a topographic map and have
 NP0157.an estimated accuracy of +/- 6 seconds.
 NP0157
 NP0157.The orthometric height was determined by differential leveling
 NP0157.and adjusted by the National Geodetic Survey in June 1991..
 NP0157
 NP0157.The geoid height was determined by GEOID03.
 NP0157
 NP0157.The dynamic height is computed by dividing the NAVD 88
 NP0157.geopotential number by the normal gravity value computed on the
 NP0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0157.degrees latitude (g = 980.6199 gals.).
 NP0157
 NP0157.The modeled gravity was interpolated from observed gravity values.
 NP0157
 NP0157;                    North         East    Units  Estimated Accuracy
 NP0157;SPC NE       -   255,000.      263,280.      MT  (+/- 180 meters Scaled)
 NP0157
 NP0157                          SUPERSEDED SURVEY CONTROL
 NP0157
 NP0157  NGVD 29 (??/??/92) 1206.673  (m)         3958.89   (f) ADJ UNCH    2 0
 NP0157
 NP0157.Superseded values are not recommended for survey control.
 NP0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0157.See file dsdata.txt to determine how the superseded data were derived.
 NP0157
 NP0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG767625(NAD 83)
 NP0157_MARKER: DB = BENCH MARK DISK
 NP0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0157_STAMPING: A 61 1934
 NP0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0157+STABILITY: SURFACE MOTION
 NP0157
 NP0157  HISTORY     - Date     Condition        Report By
 NP0157  HISTORY     - 1934     MONUMENTED       CGS
 NP0157  HISTORY     - 1950     GOOD             NGS
 NP0157  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0157
 NP0157                          STATION DESCRIPTION
 NP0157
 NP0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 NP0157'0.4 MI E FROM ALLIANCE.
 NP0157'0.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0157'FROM THE STATION AT ALLIANCE, BOX BUTTE COUNTY, 19 RAILS WEST
 NP0157'OF MILEPOST 365, 25.6 FEET NORTH OF THE NORTH RAIL, 13.4 FEET
 NP0157'NORTHEAST OF A POLE, 3.0 FEET SOUTH OF A 4- BY 4- INCH WHITE
 NP0157'POST PROJECTING 1.8 FEET ABOVE GROUND, AND 3.0 FEET LOWER THAN
 NP0157'THE TRACK.  A STANDARD DISK, STAMPED A 61 1934 AND SET IN THE
 NP0157'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 NP0157
 NP0157                          STATION RECOVERY (1985)
 NP0157
 NP0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0157'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0114 ***********************************************************************
 NP0114  DESIGNATION -  A 62
 NP0114  PID         -  NP0114
 NP0114  STATE/COUNTY-  NE/SHERIDAN
 NP0114  USGS QUAD   -  BINGHAM (1989)
 NP0114
 NP0114                         *CURRENT SURVEY CONTROL
 NP0114  ___________________________________________________________________
 NP0114* NAD 83(1986)-  42 01 14.     (N)    102 05 26.     (W)     SCALED    
 NP0114* NAVD 88     -      1193.027  (meters)    3914.12   (feet)  ADJUSTED  
 NP0114  ___________________________________________________________________
 NP0114  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 NP0114  DYNAMIC HT  -        1192.337 (meters)    3911.86  (feet)  COMP
 NP0114  MODELED GRAV-     980,001.8   (mgal)                       NAVD 88
 NP0114
 NP0114  VERT ORDER  -  SECOND    CLASS 0
 NP0114
 NP0114.The horizontal coordinates were scaled from a topographic map and have
 NP0114.an estimated accuracy of +/- 6 seconds.
 NP0114
 NP0114.The orthometric height was determined by differential leveling
 NP0114.and adjusted by the National Geodetic Survey in June 1991..
 NP0114
 NP0114.The geoid height was determined by GEOID03.
 NP0114
 NP0114.The dynamic height is computed by dividing the NAVD 88
 NP0114.geopotential number by the normal gravity value computed on the
 NP0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0114.degrees latitude (g = 980.6199 gals.).
 NP0114
 NP0114.The modeled gravity was interpolated from observed gravity values.
 NP0114
 NP0114;                    North         East    Units  Estimated Accuracy
 NP0114;SPC NE       -   244,930.      326,920.      MT  (+/- 180 meters Scaled)
 NP0114
 NP0114                          SUPERSEDED SURVEY CONTROL
 NP0114
 NP0114  NGVD 29 (??/??/92) 1192.494  (m)         3912.37   (f) ADJ UNCH    2 0
 NP0114
 NP0114.Superseded values are not recommended for survey control.
 NP0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0114.See file dsdata.txt to determine how the superseded data were derived.
 NP0114
 NP0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG408561(NAD 83)
 NP0114_MARKER: DB = BENCH MARK DISK
 NP0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0114_STAMPING: A 62 1934
 NP0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0114+STABILITY: SURFACE MOTION
 NP0114
 NP0114  HISTORY     - Date     Condition        Report By
 NP0114  HISTORY     - 1934     MONUMENTED       CGS
 NP0114
 NP0114                          STATION DESCRIPTION
 NP0114
 NP0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0114'AT BINGHAM.
 NP0114'AT BINGHAM, SHERIDAN COUNTY, 27 RAILS WEST OF THE CHICAGO,
 NP0114'BURLINGTON AND QUINCY RAILROAD STATION, 55.7 FEET NORTH OF
 NP0114'MILEPOST 324, 34.8 FEET WEST OF THE FIRST POLE EAST OF MILEPOST
 NP0114'324, 66.3 FEET NORTH OF THE NORTH RAIL, AND IN LINE WITH A ROW
 NP0114'OF POLES.  A STANDARD DISK, STAMPED A 62 1934 AND SET IN THE
 NP0114'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0264 ***********************************************************************
 NO0264  DESIGNATION -  A 63
 NO0264  PID         -  NO0264
 NO0264  STATE/COUNTY-  NE/HOOKER
 NO0264  USGS QUAD   -  MULLEN (1988)
 NO0264
 NO0264                         *CURRENT SURVEY CONTROL
 NO0264  ___________________________________________________________________
 NO0264* NAD 83(1986)-  42 02 44.     (N)    101 00 33.     (W)     SCALED    
 NO0264* NAVD 88     -       968.192  (meters)    3176.48   (feet)  ADJUSTED  
 NO0264  ___________________________________________________________________
 NO0264  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 NO0264  DYNAMIC HT  -         967.682 (meters)    3174.80  (feet)  COMP
 NO0264  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 NO0264
 NO0264  VERT ORDER  -  SECOND    CLASS 0
 NO0264
 NO0264.The horizontal coordinates were scaled from a topographic map and have
 NO0264.an estimated accuracy of +/- 6 seconds.
 NO0264
 NO0264.The orthometric height was determined by differential leveling
 NO0264.and adjusted by the National Geodetic Survey in June 1991..
 NO0264
 NO0264.The geoid height was determined by GEOID03.
 NO0264
 NO0264.The dynamic height is computed by dividing the NAVD 88
 NO0264.geopotential number by the normal gravity value computed on the
 NO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0264.degrees latitude (g = 980.6199 gals.).
 NO0264
 NO0264.The modeled gravity was interpolated from observed gravity values.
 NO0264
 NO0264;                    North         East    Units  Estimated Accuracy
 NO0264;SPC NE       -   246,100.      416,480.      MT  (+/- 180 meters Scaled)
 NO0264
 NO0264                          SUPERSEDED SURVEY CONTROL
 NO0264
 NO0264  NGVD 29 (??/??/92)  967.851  (m)         3175.36   (f) ADJ UNCH    2 0
 NO0264
 NO0264.Superseded values are not recommended for survey control.
 NO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0264.See file dsdata.txt to determine how the superseded data were derived.
 NO0264
 NO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM337567(NAD 83)
 NO0264_MARKER: DB = BENCH MARK DISK
 NO0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0264_STAMPING: A 63 1934
 NO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0264+STABILITY: SURFACE MOTION
 NO0264
 NO0264  HISTORY     - Date     Condition        Report By
 NO0264  HISTORY     - 1934     MONUMENTED       CGS
 NO0264  HISTORY     - 19851101 MARK NOT FOUND   USPSQD
 NO0264  HISTORY     - 19910813 MARK NOT FOUND   NGS
 NO0264
 NO0264                          STATION DESCRIPTION
 NO0264
 NO0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0264'1.8 MI E FROM MULLEN.
 NO0264'1.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0264'FROM THE STATION AT MULLEN, HOOKER COUNTY, 11 RAILS EAST OF
 NO0264'MILEPOST 267, AT THE EAST END OF A CUT, ON THE EAST SLOPE OF A
 NO0264'HILL, 27 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET HIGHER
 NO0264'THAN THE TRACK.  A STANDARD DISK, STAMPED A 63 1934 AND SET IN
 NO0264'THE TOP OF A CONCRETE POST.
 NO0264
 NO0264                          STATION RECOVERY (1985)
 NO0264
 NO0264'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 NO0264'MARK NOT FOUND.
 NO0264
 NO0264                          STATION RECOVERY (1991)
 NO0264
 NO0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0264'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0173 ***********************************************************************
 MM0173  DESIGNATION -  A 65
 MM0173  PID         -  MM0173
 MM0173  STATE/COUNTY-  NE/LOGAN
 MM0173  USGS QUAD   -  HAPPY HOLLOW (1986)
 MM0173
 MM0173                         *CURRENT SURVEY CONTROL
 MM0173  ___________________________________________________________________
 MM0173* NAD 83(1986)-  41 38 46.     (N)    100 32 50.     (W)     SCALED    
 MM0173* NAVD 88     -       917.058  (meters)    3008.71   (feet)  ADJUSTED  
 MM0173  ___________________________________________________________________
 MM0173  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 MM0173  DYNAMIC HT  -         916.553 (meters)    3007.06  (feet)  COMP
 MM0173  MODELED GRAV-     980,041.1   (mgal)                       NAVD 88
 MM0173
 MM0173  VERT ORDER  -  SECOND    CLASS 0
 MM0173
 MM0173.The horizontal coordinates were scaled from a topographic map and have
 MM0173.an estimated accuracy of +/- 6 seconds.
 MM0173
 MM0173.The orthometric height was determined by differential leveling
 MM0173.and adjusted by the National Geodetic Survey in June 1991..
 MM0173
 MM0173.The geoid height was determined by GEOID03.
 MM0173
 MM0173.The dynamic height is computed by dividing the NAVD 88
 MM0173.geopotential number by the normal gravity value computed on the
 MM0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0173.degrees latitude (g = 980.6199 gals.).
 MM0173
 MM0173.The modeled gravity was interpolated from observed gravity values.
 MM0173
 MM0173;                    North         East    Units  Estimated Accuracy
 MM0173;SPC NE       -   201,410.      454,430.      MT  (+/- 180 meters Scaled)
 MM0173
 MM0173                          SUPERSEDED SURVEY CONTROL
 MM0173
 MM0173  NGVD 29 (??/??/92)  916.741  (m)         3007.67   (f) ADJ UNCH    2 0
 MM0173
 MM0173.Superseded values are not recommended for survey control.
 MM0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0173.See file dsdata.txt to determine how the superseded data were derived.
 MM0173
 MM0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM711116(NAD 83)
 MM0173_MARKER: DB = BENCH MARK DISK
 MM0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0173_STAMPING: A 65 1934
 MM0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0173+STABILITY: SURFACE MOTION
 MM0173
 MM0173  HISTORY     - Date     Condition        Report By
 MM0173  HISTORY     - 1934     MONUMENTED       CGS
 MM0173
 MM0173                          STATION DESCRIPTION
 MM0173
 MM0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0173'13.9 MI N FROM STAPLETON.
 MM0173'ABOUT 13.9 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0173'PACIFIC RAILROAD STATION AT STAPLETON, LOGAN COUNTY, ABOUT 11.1
 MM0173'MILES SOUTH OF A BRIDGE OVER DISMAL RIVER, ABOUT 3.9 MILES
 MM0173'SOUTH OF A SCHOOLHOUSE, AT THE TOP OF A LONG HILL, AT THE
 MM0173'CENTER OF A LONG FLAT, AND 34.3 FEET SOUTHEAST OF THE CENTER
 MM0173'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 65 1934 AND
 MM0173'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0889 ***********************************************************************
 ML0889  DESIGNATION -  A 67
 ML0889  PID         -  ML0889
 ML0889  STATE/COUNTY-  NE/BLAINE
 ML0889  USGS QUAD   -  BREWSTER (1978)
 ML0889
 ML0889                         *CURRENT SURVEY CONTROL
 ML0889  ___________________________________________________________________
 ML0889* NAD 83(1986)-  41 56 23.     (N)    099 51 53.     (W)     SCALED    
 ML0889* NAVD 88     -       760.474  (meters)    2494.99   (feet)  ADJUSTED  
 ML0889  ___________________________________________________________________
 ML0889  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 ML0889  DYNAMIC HT  -         760.107 (meters)    2493.78  (feet)  COMP
 ML0889  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 ML0889
 ML0889  VERT ORDER  -  SECOND    CLASS 0
 ML0889
 ML0889.The horizontal coordinates were scaled from a topographic map and have
 ML0889.an estimated accuracy of +/- 6 seconds.
 ML0889
 ML0889.The orthometric height was determined by differential leveling
 ML0889.and adjusted by the National Geodetic Survey in June 1991..
 ML0889
 ML0889.The geoid height was determined by GEOID03.
 ML0889
 ML0889.The dynamic height is computed by dividing the NAVD 88
 ML0889.geopotential number by the normal gravity value computed on the
 ML0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0889.degrees latitude (g = 980.6199 gals.).
 ML0889
 ML0889.The modeled gravity was interpolated from observed gravity values.
 ML0889
 ML0889;                    North         East    Units  Estimated Accuracy
 ML0889;SPC NE       -   233,870.      511,220.      MT  (+/- 180 meters Scaled)
 ML0889
 ML0889                          SUPERSEDED SURVEY CONTROL
 ML0889
 ML0889  NGVD 29 (??/??/92)  760.188  (m)         2494.05   (f) ADJ UNCH    2 0
 ML0889
 ML0889.Superseded values are not recommended for survey control.
 ML0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0889.See file dsdata.txt to determine how the superseded data were derived.
 ML0889
 ML0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM283434(NAD 83)
 ML0889_MARKER: DB = BENCH MARK DISK
 ML0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0889_SP_SET: CONCRETE POST
 ML0889_STAMPING: A 67 1935
 ML0889_MARK LOGO: CGS   
 ML0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0889+STABILITY: SURFACE MOTION
 ML0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0889+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1988
 ML0889
 ML0889  HISTORY     - Date     Condition        Report By
 ML0889  HISTORY     - 1935     MONUMENTED       CGS
 ML0889  HISTORY     - 19880525 GOOD             NGS
 ML0889
 ML0889                          STATION DESCRIPTION
 ML0889
 ML0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0889'0.2 MI N FROM BREWSTER.
 ML0889'0.2 MILES NORTH OF COURTHOUSE BY HIGHWAY.  AT THE NORTH EDGE OF
 ML0889'BREWSTER, 60.0 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 7
 ML0889'WHICH IS ALSO MAIN STREET OF BREWSTER, AND 63.5 FEET SOUTH OF THE
 ML0889'CENTER LINE OF A DIRT ROAD RUNNING TO THE WEST.
 ML0889
 ML0889                          STATION RECOVERY (1988)
 ML0889
 ML0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ML0889'RECOVERED IN GOOD CONDITION, 0.4 KM (0.25 MI) NORTH ALONG LINCOLN
 ML0889'AVENUE, FROM THE COURTHOUSE IN BREWSTER, AT THE INTERSECTION WITH
 ML0889'RAILWAY STREET, 23.92 M (78.5 FT) SOUTH FROM THE CENTERLINE OF
 ML0889'RAILWAY STREET, 15.09 M (49.5 FT) WEST FROM THE CENTERLINE OF LINCOLN
 ML0889'AVENUE, 10.52 M (34.5 FT) SOUTHWEST FROM THE WEST END OF A METAL
 ML0889'CULVERT, 2.74 M (9.0 FT) NORTHWEST FROM A GUYED, WOODE, LIGHT POLE,
 ML0889'0.55 M (1.8 FT) NORTH FROM A WITNESS POST AND PROJECTS 0.08 M
 ML0889'(0.3 FT) AND IS LEVEL WITH THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0517 ***********************************************************************
 NN0517  DESIGNATION -  A 68
 NN0517  PID         -  NN0517
 NN0517  STATE/COUNTY-  NE/BROWN
 NN0517  USGS QUAD   -  AINSWORTH SW (1954)
 NN0517
 NN0517                         *CURRENT SURVEY CONTROL
 NN0517  ___________________________________________________________________
 NN0517* NAD 83(1986)-  42 33 08.     (N)    099 54 06.     (W)     SCALED    
 NN0517* NAVD 88     -       776.911  (meters)    2548.92   (feet)  ADJUSTED  
 NN0517  ___________________________________________________________________
 NN0517  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 NN0517  DYNAMIC HT  -         776.584 (meters)    2547.84  (feet)  COMP
 NN0517  MODELED GRAV-     980,174.1   (mgal)                       NAVD 88
 NN0517
 NN0517  VERT ORDER  -  FIRST     CLASS II
 NN0517
 NN0517.The horizontal coordinates were scaled from a topographic map and have
 NN0517.an estimated accuracy of +/- 6 seconds.
 NN0517
 NN0517.The orthometric height was determined by differential leveling
 NN0517.and adjusted by the National Geodetic Survey in June 1991..
 NN0517
 NN0517.The geoid height was determined by GEOID03.
 NN0517
 NN0517.The dynamic height is computed by dividing the NAVD 88
 NN0517.geopotential number by the normal gravity value computed on the
 NN0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0517.degrees latitude (g = 980.6199 gals.).
 NN0517
 NN0517.The modeled gravity was interpolated from observed gravity values.
 NN0517
 NN0517;                    North         East    Units  Estimated Accuracy
 NN0517;SPC NE       -   301,890.      508,080.      MT  (+/- 180 meters Scaled)
 NN0517
 NN0517                          SUPERSEDED SURVEY CONTROL
 NN0517
 NN0517  NGVD 29 (??/??/92)  776.615  (m)         2547.94   (f) ADJ UNCH    1 2
 NN0517
 NN0517.Superseded values are not recommended for survey control.
 NN0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0517.See file dsdata.txt to determine how the superseded data were derived.
 NN0517
 NN0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN259114(NAD 83)
 NN0517_MARKER: DB = BENCH MARK DISK
 NN0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0517_STAMPING: A 68 1935
 NN0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0517+STABILITY: SURFACE MOTION
 NN0517
 NN0517  HISTORY     - Date     Condition        Report By
 NN0517  HISTORY     - 1935     MONUMENTED       CGS
 NN0517  HISTORY     - 1946     GOOD             NGS
 NN0517
 NN0517                          STATION DESCRIPTION
 NN0517
 NN0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0517'2.1 MI W FROM AINSWORTH.
 NN0517'2.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0517'FROM THE STATION AT AINSWORTH, BROWN COUNTY, 252 FEET WEST OF
 NN0517'CULVERT 420+3/4, 1.0 FEET WEST OF MILEPOST 225, 76.9 FEET SOUTH
 NN0517'OF THE CENTERLINE OF U.S. HIGHWAY 20, 56.3 FEET NORTH OF THE
 NN0517'NORTH RAIL OF THE MAIN TRACK, AND AT A JOG IN THE RIGHT-OF-WAY
 NN0517'FENCE.  A STANDARD DISK, STAMPED A 68 1935 AND SET IN THE TOP
 NN0517'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0892 ***********************************************************************
 ML0892  DESIGNATION -  A 7
 ML0892  PID         -  ML0892
 ML0892  STATE/COUNTY-  NE/CUSTER
 ML0892  USGS QUAD   -  WALWORTH (1978)
 ML0892
 ML0892                         *CURRENT SURVEY CONTROL
 ML0892  ___________________________________________________________________
 ML0892* NAD 83(1986)-  41 39 16.     (N)    099 31 38.     (W)     SCALED    
 ML0892* NAVD 88     -       730.316  (meters)    2396.05   (feet)  ADJUSTED  
 ML0892  ___________________________________________________________________
 ML0892  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 ML0892  DYNAMIC HT  -         729.947 (meters)    2394.83  (feet)  COMP
 ML0892  MODELED GRAV-     980,093.9   (mgal)                       NAVD 88
 ML0892
 ML0892  VERT ORDER  -  SECOND    CLASS 0
 ML0892
 ML0892.The horizontal coordinates were scaled from a topographic map and have
 ML0892.an estimated accuracy of +/- 6 seconds.
 ML0892
 ML0892.The orthometric height was determined by differential leveling
 ML0892.and adjusted by the National Geodetic Survey in June 1991..
 ML0892
 ML0892.The geoid height was determined by GEOID03.
 ML0892
 ML0892.The dynamic height is computed by dividing the NAVD 88
 ML0892.geopotential number by the normal gravity value computed on the
 ML0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0892.degrees latitude (g = 980.6199 gals.).
 ML0892
 ML0892.The modeled gravity was interpolated from observed gravity values.
 ML0892
 ML0892;                    North         East    Units  Estimated Accuracy
 ML0892;SPC NE       -   202,300.      539,370.      MT  (+/- 180 meters Scaled)
 ML0892
 ML0892                          SUPERSEDED SURVEY CONTROL
 ML0892
 ML0892  NGVD 29 (??/??/92)  730.048  (m)         2395.17   (f) ADJ UNCH    2 0
 ML0892
 ML0892.Superseded values are not recommended for survey control.
 ML0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0892.See file dsdata.txt to determine how the superseded data were derived.
 ML0892
 ML0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM561115(NAD 83)
 ML0892_MARKER: DD = SURVEY DISK
 ML0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0892_STAMPING: A 7
 ML0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0892+STABILITY: SURFACE MOTION
 ML0892
 ML0892  HISTORY     - Date     Condition        Report By
 ML0892  HISTORY     - UNK      MONUMENTED       BOR
 ML0892  HISTORY     - 1950     GOOD             NGS
 ML0892
 ML0892                          STATION DESCRIPTION
 ML0892
 ML0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0892'9.4 MI NW FROM SARGENT.
 ML0892'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0892'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 7.65
 ML0892'MILES WEST ALONG A GRAVELED ROAD, 32 FEET WEST OF A 22 INCH
 ML0892'COTTONWOOD TREE, 32 FEET SOUTH OF THE CENTER LINE OF THE EAST AND
 ML0892'WEST ROAD, 1.3 FEET NORTH OF A FENCE, 1 FOOT WEST OF A WITNESS
 ML0892'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 ML0892'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1349 ***********************************************************************
 NM1349  DESIGNATION -  A 70
 NM1349  PID         -  NM1349
 NM1349  STATE/COUNTY-  NE/ANTELOPE
 NM1349  USGS QUAD   -  OAKDALE (1963)
 NM1349
 NM1349                         *CURRENT SURVEY CONTROL
 NM1349  ___________________________________________________________________
 NM1349* NAD 83(1986)-  42 04 19.     (N)    097 59 24.     (W)     SCALED    
 NM1349* NAVD 88     -       538.635  (meters)    1767.17   (feet)  ADJUSTED  
 NM1349  ___________________________________________________________________
 NM1349  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 NM1349  DYNAMIC HT  -         538.419 (meters)    1766.46  (feet)  COMP
 NM1349  MODELED GRAV-     980,204.2   (mgal)                       NAVD 88
 NM1349
 NM1349  VERT ORDER  -  SECOND    CLASS 0
 NM1349
 NM1349.The horizontal coordinates were scaled from a topographic map and have
 NM1349.an estimated accuracy of +/- 6 seconds.
 NM1349
 NM1349.The orthometric height was determined by differential leveling
 NM1349.and adjusted by the National Geodetic Survey in June 1991..
 NM1349
 NM1349.The geoid height was determined by GEOID03.
 NM1349
 NM1349.The dynamic height is computed by dividing the NAVD 88
 NM1349.geopotential number by the normal gravity value computed on the
 NM1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1349.degrees latitude (g = 980.6199 gals.).
 NM1349
 NM1349.The modeled gravity was interpolated from observed gravity values.
 NM1349
 NM1349;                    North         East    Units  Estimated Accuracy
 NM1349;SPC NE       -   250,480.      666,280.      MT  (+/- 180 meters Scaled)
 NM1349
 NM1349                          SUPERSEDED SURVEY CONTROL
 NM1349
 NM1349  NGVD 29 (??/??/92)  538.426  (m)         1766.49   (f) ADJ UNCH    2 0
 NM1349
 NM1349.Superseded values are not recommended for survey control.
 NM1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1349.See file dsdata.txt to determine how the superseded data were derived.
 NM1349
 NM1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM835582(NAD 83)
 NM1349_MARKER: DB = BENCH MARK DISK
 NM1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1349_STAMPING: A-70-1935
 NM1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1349+STABILITY: SURFACE MOTION
 NM1349
 NM1349  HISTORY     - Date     Condition        Report By
 NM1349  HISTORY     - 1935     MONUMENTED       CGS
 NM1349  HISTORY     - 1939     GOOD             NGS
 NM1349
 NM1349                          STATION DESCRIPTION
 NM1349
 NM1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1349'1.5 MI SW FROM OAKDALE.
 NM1349'1.5 MILES SOUTHWEST OF DEPOT BY RAIL.  ALONG THE CHICAGO AND
 NM1349'NORTH WESTERN RAILWAY BETWEEN OAKDALE AND ELGIN, 55.3 FEET
 NM1349'SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 46.6 FEET
 NM1349'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 6.0 FEET WEST OF THE
 NM1349'WEST END OF GATE, 1.3 FEET NORTHWEST OF THE RAILROADS SOUTH
 NM1349'RIGHT OF WAY FENCE.
 NM1349
 NM1349                          STATION RECOVERY (1939)
 NM1349
 NM1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 NM1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0523 ***********************************************************************
 ML0523  DESIGNATION -  A 71
 ML0523  PID         -  ML0523
 ML0523  STATE/COUNTY-  NE/GARFIELD
 ML0523  USGS QUAD   -  GABLES SE (1985)
 ML0523
 ML0523                         *CURRENT SURVEY CONTROL
 ML0523  ___________________________________________________________________
 ML0523* NAD 83(1986)-  41 46 34.     (N)    098 47 18.     (W)     SCALED    
 ML0523* NAVD 88     -       653.945  (meters)    2145.48   (feet)  ADJUSTED  
 ML0523  ___________________________________________________________________
 ML0523  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 ML0523  DYNAMIC HT  -         653.629 (meters)    2144.45  (feet)  COMP
 ML0523  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 ML0523
 ML0523  VERT ORDER  -  SECOND    CLASS 0
 ML0523
 ML0523.The horizontal coordinates were scaled from a topographic map and have
 ML0523.an estimated accuracy of +/- 6 seconds.
 ML0523
 ML0523.The orthometric height was determined by differential leveling
 ML0523.and adjusted by the National Geodetic Survey in June 1991..
 ML0523
 ML0523.The geoid height was determined by GEOID03.
 ML0523
 ML0523.The dynamic height is computed by dividing the NAVD 88
 ML0523.geopotential number by the normal gravity value computed on the
 ML0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0523.degrees latitude (g = 980.6199 gals.).
 ML0523
 ML0523.The modeled gravity was interpolated from observed gravity values.
 ML0523
 ML0523;                    North         East    Units  Estimated Accuracy
 ML0523;SPC NE       -   216,400.      600,700.      MT  (+/- 180 meters Scaled)
 ML0523
 ML0523                          SUPERSEDED SURVEY CONTROL
 ML0523
 ML0523  NGVD 29 (??/??/92)  653.687  (m)         2144.64   (f) ADJ UNCH    2 0
 ML0523
 ML0523.Superseded values are not recommended for survey control.
 ML0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0523.See file dsdata.txt to determine how the superseded data were derived.
 ML0523
 ML0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM175249(NAD 83)
 ML0523_MARKER: DB = BENCH MARK DISK
 ML0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0523_STAMPING: A-71 1935
 ML0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0523+STABILITY: SURFACE MOTION
 ML0523
 ML0523  HISTORY     - Date     Condition        Report By
 ML0523  HISTORY     - 1935     MONUMENTED       CGS
 ML0523  HISTORY     - 1938     GOOD             NGS
 ML0523  HISTORY     - 1954     GOOD             USGS
 ML0523
 ML0523                          STATION DESCRIPTION
 ML0523
 ML0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0523'5.8 MI W FROM ERICSON.
 ML0523'5.8 MILES WEST OF THE POST OFFICE AT ERICSON, ALONG STATE
 ML0523'HIGHWAY NO. 53 BETWEEN BARTLETT AND BURWELL, 1.7 SOUTHWEST OF
 ML0523'A POINT WHERE STATE HIGHWAY NO. 53 CROSSES THE WHEELER-GARFIELD
 ML0523'COUNTY LINE, AT THE INTERSECTION OF A ROAD LEADING TO ORD, 39
 ML0523'FEET NORTH OF THE CENTER OF THE HIGHWAY, 6.0 FEET WEST OF A
 ML0523'NORTH-SOUTH FENCE, 1.5 FEET SOUTH OF THE RIGHT OF WAY FENCE.
 ML0523'A STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
 ML0523'NOTE-- T 21 N, R 13 W, CENTER OF SECTION 23, 30 FT N OF CENTERLINE
 ML0523'OF ABANDONED RD, FORMER ST. HWY 53, 19 FT N AND 6 FT W OF CORNER
 ML0523'OF FENCES NORTH AND WEST.
 ML0523
 ML0523                          STATION RECOVERY (1954)
 ML0523
 ML0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0865 ***********************************************************************
 ML0865  DESIGNATION -  A 72
 ML0865  PID         -  ML0865
 ML0865  STATE/COUNTY-  NE/LOUP
 ML0865  USGS QUAD   -  ALMERIA (1978)
 ML0865
 ML0865                         *CURRENT SURVEY CONTROL
 ML0865  ___________________________________________________________________
 ML0865* NAD 83(1986)-  41 49 27.     (N)    099 31 18.     (W)     SCALED    
 ML0865* NAVD 88     -       712.199  (meters)    2336.61   (feet)  ADJUSTED  
 ML0865  ___________________________________________________________________
 ML0865  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 ML0865  DYNAMIC HT  -         711.860 (meters)    2335.49  (feet)  COMP
 ML0865  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 ML0865
 ML0865  VERT ORDER  -  SECOND    CLASS 0
 ML0865
 ML0865.The horizontal coordinates were scaled from a topographic map and have
 ML0865.an estimated accuracy of +/- 6 seconds.
 ML0865
 ML0865.The orthometric height was determined by differential leveling
 ML0865.and adjusted by the National Geodetic Survey in June 1991..
 ML0865
 ML0865.The geoid height was determined by GEOID03.
 ML0865
 ML0865.The dynamic height is computed by dividing the NAVD 88
 ML0865.geopotential number by the normal gravity value computed on the
 ML0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0865.degrees latitude (g = 980.6199 gals.).
 ML0865
 ML0865.The modeled gravity was interpolated from observed gravity values.
 ML0865
 ML0865;                    North         East    Units  Estimated Accuracy
 ML0865;SPC NE       -   221,140.      539,730.      MT  (+/- 180 meters Scaled)
 ML0865
 ML0865                          SUPERSEDED SURVEY CONTROL
 ML0865
 ML0865  NGVD 29 (??/??/92)  711.938  (m)         2335.75   (f) ADJ UNCH    2 0
 ML0865
 ML0865.Superseded values are not recommended for survey control.
 ML0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0865.See file dsdata.txt to determine how the superseded data were derived.
 ML0865
 ML0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM566303(NAD 83)
 ML0865_MARKER: DB = BENCH MARK DISK
 ML0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0865_STAMPING: A 72 1935
 ML0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0865+STABILITY: SURFACE MOTION
 ML0865
 ML0865  HISTORY     - Date     Condition        Report By
 ML0865  HISTORY     - 1935     MONUMENTED       CGS
 ML0865  HISTORY     - 1950     GOOD             NGS
 ML0865  HISTORY     - 19940524 MARK NOT FOUND   NGS
 ML0865
 ML0865                          STATION DESCRIPTION
 ML0865
 ML0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0865'AT ALMERIA.
 ML0865'AT ALMERIA, 422 FEET SOUTH OF THE SOUTHEAST CORNER OF THE POST
 ML0865'OFFICE, 133 FEET SOUTH OF A LARGE COTTONWOOD TREE, 33 FEET EAST
 ML0865'OF THE CENTER LINE OF STATE HIGHWAY 91, 0.6 FOOT WEST OF A FENCE,
 ML0865'1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0865'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 ML0865
 ML0865                          STATION RECOVERY (1994)
 ML0865
 ML0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JO)
 ML0865'SEARCHED FOR BUT COULD NOT LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0180 ***********************************************************************
 NO0180  DESIGNATION -  A 73
 NO0180  PID         -  NO0180
 NO0180  STATE/COUNTY-  NE/CHERRY
 NO0180  USGS QUAD   -  SIMEON (1985)
 NO0180
 NO0180                         *CURRENT SURVEY CONTROL
 NO0180  ___________________________________________________________________
 NO0180* NAD 83(1986)-  42 32 17.     (N)    100 43 19.     (W)     SCALED    
 NO0180* NAVD 88     -       908.109  (meters)    2979.35   (feet)  ADJUSTED  
 NO0180  ___________________________________________________________________
 NO0180  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 NO0180  DYNAMIC HT  -         907.685 (meters)    2977.96  (feet)  COMP
 NO0180  MODELED GRAV-     980,124.1   (mgal)                       NAVD 88
 NO0180
 NO0180  VERT ORDER  -  SECOND    CLASS 0
 NO0180
 NO0180.The horizontal coordinates were scaled from a topographic map and have
 NO0180.an estimated accuracy of +/- 6 seconds.
 NO0180
 NO0180.The orthometric height was determined by differential leveling
 NO0180.and adjusted by the National Geodetic Survey in June 1991..
 NO0180
 NO0180.The geoid height was determined by GEOID03.
 NO0180
 NO0180.The dynamic height is computed by dividing the NAVD 88
 NO0180.geopotential number by the normal gravity value computed on the
 NO0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0180.degrees latitude (g = 980.6199 gals.).
 NO0180
 NO0180.The modeled gravity was interpolated from observed gravity values.
 NO0180
 NO0180;                    North         East    Units  Estimated Accuracy
 NO0180;SPC NE       -   300,560.      440,700.      MT  (+/- 180 meters Scaled)
 NO0180
 NO0180                          SUPERSEDED SURVEY CONTROL
 NO0180
 NO0180  NGVD 29 (??/??/92)  907.792  (m)         2978.31   (f) ADJ UNCH    2 0
 NO0180
 NO0180.Superseded values are not recommended for survey control.
 NO0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0180.See file dsdata.txt to determine how the superseded data were derived.
 NO0180
 NO0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN585109(NAD 83)
 NO0180_MARKER: DB = BENCH MARK DISK
 NO0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0180_STAMPING: A 73 1934
 NO0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0180+STABILITY: SURFACE MOTION
 NO0180
 NO0180  HISTORY     - Date     Condition        Report By
 NO0180  HISTORY     - 1934     MONUMENTED       CGS
 NO0180  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0180
 NO0180                          STATION DESCRIPTION
 NO0180
 NO0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0180'12.9 MI N FROM CONTERRA.
 NO0180'ABOUT 12.9 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST
 NO0180'OFFICE AT CONTERRA, CHERRY COUNTY, ABOUT 4.9 MILES NORTH OF THE
 NO0180'PELICAN LAKE RESORT, AT THE WEST SIDE OF A GROUP OF HILLS, ABOUT
 NO0180'139 FEET SOUTH OF AN EAST-AND-WEST FENCE, AT A ROAD JUNCTION,
 NO0180'22 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST, AND 22
 NO0180'FEET SOUTHWEST OF THE CENTER LINE OF A ROAD LEADING NORTH.  A
 NO0180'STANDARD DISK, STAMPED A 73 1934 AND SET IN THE TOP OF A CONCRETE
 NO0180'POST.
 NO0180
 NO0180                          STATION RECOVERY (1984)
 NO0180
 NO0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0106 ***********************************************************************
 NO0106  DESIGNATION -  A 74
 NO0106  PID         -  NO0106
 NO0106  STATE/COUNTY-  NE/THOMAS
 NO0106  USGS QUAD   -  DUCK LAKE SE (1986)
 NO0106
 NO0106                         *CURRENT SURVEY CONTROL
 NO0106  ___________________________________________________________________
 NO0106* NAD 83(1986)-  42 01 58.     (N)    100 34 45.     (W)     SCALED    
 NO0106* NAVD 88     -       903.392  (meters)    2963.88   (feet)  ADJUSTED  
 NO0106  ___________________________________________________________________
 NO0106  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 NO0106  DYNAMIC HT  -         902.920 (meters)    2962.33  (feet)  COMP
 NO0106  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 NO0106
 NO0106  VERT ORDER  -  SECOND    CLASS 0
 NO0106
 NO0106.The horizontal coordinates were scaled from a topographic map and have
 NO0106.an estimated accuracy of +/- 6 seconds.
 NO0106
 NO0106.The orthometric height was determined by differential leveling
 NO0106.and adjusted by the National Geodetic Survey in June 1991..
 NO0106
 NO0106.The geoid height was determined by GEOID03.
 NO0106
 NO0106.The dynamic height is computed by dividing the NAVD 88
 NO0106.geopotential number by the normal gravity value computed on the
 NO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0106.degrees latitude (g = 980.6199 gals.).
 NO0106
 NO0106.The modeled gravity was interpolated from observed gravity values.
 NO0106
 NO0106;                    North         East    Units  Estimated Accuracy
 NO0106;SPC NE       -   244,360.      452,060.      MT  (+/- 180 meters Scaled)
 NO0106
 NO0106                          SUPERSEDED SURVEY CONTROL
 NO0106
 NO0106  NGVD 29 (??/??/92)  903.067  (m)         2962.81   (f) ADJ UNCH    2 0
 NO0106
 NO0106.Superseded values are not recommended for survey control.
 NO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0106.See file dsdata.txt to determine how the superseded data were derived.
 NO0106
 NO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM692546(NAD 83)
 NO0106_MARKER: DB = BENCH MARK DISK
 NO0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0106_STAMPING: A 74 1934
 NO0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0106+STABILITY: SURFACE MOTION
 NO0106
 NO0106  HISTORY     - Date     Condition        Report By
 NO0106  HISTORY     - 1934     MONUMENTED       CGS
 NO0106
 NO0106                          STATION DESCRIPTION
 NO0106
 NO0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0106'3.9 MI N FROM THEDFORD.
 NO0106'ABOUT 3.9 MILES NORTH ALONG THE SIMEON ROAD FROM THE COUNTY
 NO0106'COURTHOUSE AT THEDFORD, THOMAS COUNTY, AT THE NORTH SLOPE OF A
 NO0106'HILL, 24.7 FEET NORTH OF A POLE, 22.8 FEET EAST OF THE CENTER
 NO0106'LINE OF THE ROAD, 9 FEET EAST OF THE EAST EDGE OF A CUT, AND IN
 NO0106'LINE WITH A ROW OF POLES RUNNING SOUTHWEST.  A STANDARD DISK,
 NO0106'STAMPED A 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0083 ***********************************************************************
 NP0083  DESIGNATION -  A 75
 NP0083  PID         -  NP0083
 NP0083  STATE/COUNTY-  NE/SHERIDAN
 NP0083  USGS QUAD   -  ARGO HILL (1989)
 NP0083
 NP0083                         *CURRENT SURVEY CONTROL
 NP0083  ___________________________________________________________________
 NP0083* NAD 83(1986)-  42 17 40.     (N)    102 09 49.     (W)     SCALED    
 NP0083* NAVD 88     -      1202.419  (meters)    3944.94   (feet)  ADJUSTED  
 NP0083  ___________________________________________________________________
 NP0083  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 NP0083  DYNAMIC HT  -        1201.766 (meters)    3942.79  (feet)  COMP
 NP0083  MODELED GRAV-     980,036.3   (mgal)                       NAVD 88
 NP0083
 NP0083  VERT ORDER  -  SECOND    CLASS 0
 NP0083
 NP0083.The horizontal coordinates were scaled from a topographic map and have
 NP0083.an estimated accuracy of +/- 6 seconds.
 NP0083
 NP0083.The orthometric height was determined by differential leveling
 NP0083.and adjusted by the National Geodetic Survey in June 1991..
 NP0083
 NP0083.The geoid height was determined by GEOID03.
 NP0083
 NP0083.The dynamic height is computed by dividing the NAVD 88
 NP0083.geopotential number by the normal gravity value computed on the
 NP0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0083.degrees latitude (g = 980.6199 gals.).
 NP0083
 NP0083.The modeled gravity was interpolated from observed gravity values.
 NP0083
 NP0083;                    North         East    Units  Estimated Accuracy
 NP0083;SPC NE       -   275,490.      321,640.      MT  (+/- 180 meters Scaled)
 NP0083
 NP0083                          SUPERSEDED SURVEY CONTROL
 NP0083
 NP0083  NGVD 29 (??/??/92) 1201.886  (m)         3943.19   (f) ADJ UNCH    2 0
 NP0083
 NP0083.Superseded values are not recommended for survey control.
 NP0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0083.See file dsdata.txt to determine how the superseded data were derived.
 NP0083
 NP0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG338863(NAD 83)
 NP0083_MARKER: DB = BENCH MARK DISK
 NP0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0083_STAMPING: A 75 1934
 NP0083_MARK LOGO: CGS   
 NP0083_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0083+STABILITY: SURFACE MOTION
 NP0083
 NP0083  HISTORY     - Date     Condition        Report By
 NP0083  HISTORY     - 1934     MONUMENTED       CGS
 NP0083  HISTORY     - 19950501 GOOD             NGS
 NP0083
 NP0083                          STATION DESCRIPTION
 NP0083
 NP0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0083'21.3 MI N FROM ELLSWORTH.
 NP0083'21.3 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0083'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0083'COUNTY, 210 FEET SOUTH OF A FENCE CORNER AND A KNOLL, 75 FEET
 NP0083'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2-1/2 FEET WEST OF
 NP0083'A FENCE.  A STANDARD DISK, STAMPED A 75 1934 AND SET IN THE
 NP0083'TOP OF A CONCRETE POST.
 NP0083
 NP0083                          STATION RECOVERY (1995)
 NP0083
 NP0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NP0083'MARK RECOVERED IN GOOD CONDITION.  NOTE-MARK IS ON PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0092 ***********************************************************************
 MO0092  DESIGNATION -  A 76
 MO0092  PID         -  MO0092
 MO0092  STATE/COUNTY-  NE/KIMBALL
 MO0092  USGS QUAD   -  PINE BLUFFS (1992)
 MO0092
 MO0092                         *CURRENT SURVEY CONTROL
 MO0092  ___________________________________________________________________
 MO0092* NAD 83(1986)-  41 11 26.     (N)    104 00 45.     (W)     SCALED    
 MO0092* NAVD 88     -      1520.417  (meters)    4988.23   (feet)  ADJUSTED  
 MO0092  ___________________________________________________________________
 MO0092  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 MO0092  DYNAMIC HT  -        1519.244 (meters)    4984.39  (feet)  COMP
 MO0092  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 MO0092
 MO0092  VERT ORDER  -  SECOND    CLASS 0
 MO0092
 MO0092.The horizontal coordinates were scaled from a topographic map and have
 MO0092.an estimated accuracy of +/- 6 seconds.
 MO0092
 MO0092.The orthometric height was determined by differential leveling
 MO0092.and adjusted by the National Geodetic Survey in June 1991..
 MO0092
 MO0092.The geoid height was determined by GEOID03.
 MO0092
 MO0092.The dynamic height is computed by dividing the NAVD 88
 MO0092.geopotential number by the normal gravity value computed on the
 MO0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0092.degrees latitude (g = 980.6199 gals.).
 MO0092
 MO0092.The modeled gravity was interpolated from observed gravity values.
 MO0092
 MO0092;                    North         East    Units  Estimated Accuracy
 MO0092;SPC NE       -   158,490.      163,610.      MT  (+/- 180 meters Scaled)
 MO0092
 MO0092                          SUPERSEDED SURVEY CONTROL
 MO0092
 MO0092  NGVD 29 (??/??/92) 1519.633  (m)         4985.66   (f) ADJ UNCH    2 0
 MO0092
 MO0092.Superseded values are not recommended for survey control.
 MO0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0092.See file dsdata.txt to determine how the superseded data were derived.
 MO0092
 MO0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF828603(NAD 83)
 MO0092_MARKER: DB = BENCH MARK DISK
 MO0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0092_STAMPING: A-76-1934
 MO0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0092+STABILITY: SURFACE MOTION
 MO0092
 MO0092  HISTORY     - Date     Condition        Report By
 MO0092  HISTORY     - 1934     MONUMENTED       CGS
 MO0092  HISTORY     - 1972     MARK NOT FOUND   USGS
 MO0092  HISTORY     - 1978     MARK NOT FOUND   DOD
 MO0092
 MO0092                          STATION DESCRIPTION
 MO0092
 MO0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0092'2.9 MI E FROM PINE BLUFFS.
 MO0092'IN KIMBALL COUNTY, NEBRASKA, 2.9 MILES EAST ALONG THE UNION
 MO0092'PACIFIC RAILROAD FROM THE STATION AT PINE BLUFFS, LARAMIE COUNTY,
 MO0092'WYOMING, 0.4 MILE WEST OF MILEPOST 464, 65.3 FEET SOUTH OF THE
 MO0092'SOUTH RAIL, 13.7 FEET NORTH OF A FENCE, AND 4 FEET LOWER THAN
 MO0092'THE TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 MO0092
 MO0092                          STATION RECOVERY (1972)
 MO0092
 MO0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MO0092'MARK NOT FOUND.
 MO0092
 MO0092                          STATION RECOVERY (1978)
 MO0092
 MO0092'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 MO0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0210 ***********************************************************************
 MN0210  DESIGNATION -  A 77
 MN0210  PID         -  MN0210
 MN0210  STATE/COUNTY-  NE/CHEYENNE
 MN0210  USGS QUAD   -  BROWNSON (1972)
 MN0210
 MN0210                         *CURRENT SURVEY CONTROL
 MN0210  ___________________________________________________________________
 MN0210* NAD 83(1986)-  41 11 20.     (N)    103 07 14.     (W)     SCALED    
 MN0210* NAVD 88     -      1284.492  (meters)    4214.20   (feet)  ADJUSTED  
 MN0210  ___________________________________________________________________
 MN0210  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 MN0210  DYNAMIC HT  -        1283.578 (meters)    4211.21  (feet)  COMP
 MN0210  MODELED GRAV-     979,867.6   (mgal)                       NAVD 88
 MN0210
 MN0210  VERT ORDER  -  SECOND    CLASS 0
 MN0210
 MN0210.The horizontal coordinates were scaled from a topographic map and have
 MN0210.an estimated accuracy of +/- 6 seconds.
 MN0210
 MN0210.The orthometric height was determined by differential leveling
 MN0210.and adjusted by the National Geodetic Survey in June 1991..
 MN0210
 MN0210.The geoid height was determined by GEOID03.
 MN0210
 MN0210.The dynamic height is computed by dividing the NAVD 88
 MN0210.geopotential number by the normal gravity value computed on the
 MN0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0210.degrees latitude (g = 980.6199 gals.).
 MN0210
 MN0210.The modeled gravity was interpolated from observed gravity values.
 MN0210
 MN0210;                    North         East    Units  Estimated Accuracy
 MN0210;SPC NE       -   155,220.      238,350.      MT  (+/- 180 meters Scaled)
 MN0210
 MN0210                          SUPERSEDED SURVEY CONTROL
 MN0210
 MN0210  NGVD 29 (??/??/92) 1283.878  (m)         4212.19   (f) ADJ UNCH    2 0
 MN0210
 MN0210.Superseded values are not recommended for survey control.
 MN0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0210.See file dsdata.txt to determine how the superseded data were derived.
 MN0210
 MN0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF576614(NAD 83)
 MN0210_MARKER: DB = BENCH MARK DISK
 MN0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0210_STAMPING: A 77 1934
 MN0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0210+STABILITY: SURFACE MOTION
 MN0210
 MN0210  HISTORY     - Date     Condition        Report By
 MN0210  HISTORY     - 1934     MONUMENTED       CGS
 MN0210  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0210  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0210
 MN0210                          STATION DESCRIPTION
 MN0210
 MN0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0210'0.4 MI W FROM BROWNSON.
 MN0210'0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0210'AT BROWNSON, CHEYENNE COUNTY, 7-1/2 POLES WEST OF MILEPOST 416,
 MN0210'68.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 12.6 FEET SOUTHWEST
 MN0210'OF A FENCE, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD
 MN0210'DISK, STAMPED A 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0210
 MN0210                          STATION RECOVERY (1972)
 MN0210
 MN0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0210'MARK NOT FOUND.
 MN0210
 MN0210                          STATION RECOVERY (1985)
 MN0210
 MN0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0210'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0550 ***********************************************************************
 MK0550  DESIGNATION -  A 78
 MK0550  PID         -  MK0550
 MK0550  STATE/COUNTY-  NE/SARPY
 MK0550  USGS QUAD   -  RALSTON (1984)
 MK0550
 MK0550                         *CURRENT SURVEY CONTROL
 MK0550  ___________________________________________________________________
 MK0550* NAD 83(1986)-  41 10 56.     (N)    096 05 32.     (W)     SCALED    
 MK0550* NAVD 88     -       322.753  (meters)    1058.90   (feet)  ADJUSTED  
 MK0550  ___________________________________________________________________
 MK0550  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 MK0550  DYNAMIC HT  -         322.618 (meters)    1058.46  (feet)  COMP
 MK0550  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 MK0550
 MK0550  VERT ORDER  -  FIRST     CLASS II
 MK0550
 MK0550.The horizontal coordinates were scaled from a topographic map and have
 MK0550.an estimated accuracy of +/- 6 seconds.
 MK0550
 MK0550.The orthometric height was determined by differential leveling
 MK0550.and adjusted by the National Geodetic Survey in June 1991..
 MK0550.WARNING-Repeat measurements at this control monument indicate possible
 MK0550.vertical movement.
 MK0550
 MK0550.The geoid height was determined by GEOID03.
 MK0550
 MK0550.The dynamic height is computed by dividing the NAVD 88
 MK0550.geopotential number by the normal gravity value computed on the
 MK0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0550.degrees latitude (g = 980.6199 gals.).
 MK0550
 MK0550.The modeled gravity was interpolated from observed gravity values.
 MK0550
 MK0550;                    North         East    Units  Estimated Accuracy
 MK0550;SPC NE       -   157,170.      827,660.      MT  (+/- 180 meters Scaled)
 MK0550
 MK0550                          SUPERSEDED SURVEY CONTROL
 MK0550
 MK0550  NGVD 29 (??/??/92)  322.715  (m)         1058.77   (f) ADJ UNCH    1 2
 MK0550
 MK0550.Superseded values are not recommended for survey control.
 MK0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0550.See file dsdata.txt to determine how the superseded data were derived.
 MK0550
 MK0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL438630(NAD 83)
 MK0550_MARKER: DB = BENCH MARK DISK
 MK0550_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK0550_SP_SET: ABUTMENT
 MK0550_STAMPING: A 78
 MK0550_MARK LOGO: CGS   
 MK0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0550+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1989
 MK0550
 MK0550  HISTORY     - Date     Condition        Report By
 MK0550  HISTORY     - UNK      MONUMENTED       CGS
 MK0550  HISTORY     - 1950     GOOD             NGS
 MK0550  HISTORY     - 1972     POOR             LOCSUR
 MK0550  HISTORY     - 19890818 GOOD             NGS
 MK0550
 MK0550                          STATION DESCRIPTION
 MK0550
 MK0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0550'2.5 MI SE FROM MILLARD.
 MK0550'IN SARPY COUNTY, 2.5 MILES SOUTHEAST ALONG THE UNION PACIFIC
 MK0550'RAILROAD FROM THE STATION AT MILLARD, DOUGLAS COUNTY, AT CHICAGO,
 MK0550'BURLINGTON AND QUINCY RAILROAD OVERPASS 28.10, IN THE TOP OF THE
 MK0550'NORTHEAST ABUTMENT, 78.4 FEET NORTH OF THE CENTERLINE OF THE
 MK0550'U.P.R.R. TRACK, AND 4.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 MK0550'THE C.B. AND Q.R.R. TRACK.  A STANDARD DISK, STAMPED A 78.
 MK0550
 MK0550                          STATION RECOVERY (1972)
 MK0550
 MK0550'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 MK0550'MARK RECOVERED IN POOR CONDITION.
 MK0550
 MK0550                          STATION RECOVERY (1989)
 MK0550
 MK0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0550'2.2 KM (1.35 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MK0550'ITS JUNCTION WITH Q STREET IN MILLARD, IN THE NORTHWEST END OF THE
 MK0550'NORTHEAST CONCRETE ABUTMENT OF THE BURLINGTON NORTHERN RAILROAD
 MK0550'OVERPASS OVER THE UNION PACIFIC RAILROAD, 23.9 M (78.4 FT) NORTH OF
 MK0550'THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 1.4 M (4.6 FT) NORTHWEST
 MK0550'OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND 0.5 M (1.6
 MK0550'FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0209 ***********************************************************************
 MM0209  DESIGNATION -  A 8
 MM0209  PID         -  MM0209
 MM0209  STATE/COUNTY-  NE/KEITH
 MM0209  USGS QUAD   -  PAXTON SW (1971)
 MM0209
 MM0209                         *CURRENT SURVEY CONTROL
 MM0209  ___________________________________________________________________
 MM0209* NAD 83(1986)-  41 07 12.     (N)    101 22 55.     (W)     SCALED    
 MM0209* NAVD 88     -       935.862  (meters)    3070.41   (feet)  ADJUSTED  
 MM0209  ___________________________________________________________________
 MM0209  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 MM0209  DYNAMIC HT  -         935.281 (meters)    3068.50  (feet)  COMP
 MM0209  MODELED GRAV-     979,972.2   (mgal)                       NAVD 88
 MM0209
 MM0209  VERT ORDER  -  FIRST     CLASS II
 MM0209
 MM0209.The horizontal coordinates were scaled from a topographic map and have
 MM0209.an estimated accuracy of +/- 6 seconds.
 MM0209
 MM0209.The orthometric height was determined by differential leveling
 MM0209.and adjusted by the National Geodetic Survey in June 1991..
 MM0209
 MM0209.The geoid height was determined by GEOID03.
 MM0209
 MM0209.The dynamic height is computed by dividing the NAVD 88
 MM0209.geopotential number by the normal gravity value computed on the
 MM0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0209.degrees latitude (g = 980.6199 gals.).
 MM0209
 MM0209.The modeled gravity was interpolated from observed gravity values.
 MM0209
 MM0209;                    North         East    Units  Estimated Accuracy
 MM0209;SPC NE       -   143,780.      383,980.      MT  (+/- 180 meters Scaled)
 MM0209
 MM0209                          SUPERSEDED SURVEY CONTROL
 MM0209
 MM0209  NGVD 29 (02/14/92)  935.445  (m)         3069.04   (f) ADJUSTED    1 2
 MM0209
 MM0209.Superseded values are not recommended for survey control.
 MM0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0209.See file dsdata.txt to determine how the superseded data were derived.
 MM0209
 MM0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL000548(NAD 83)
 MM0209_MARKER: DB = BENCH MARK DISK
 MM0209_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MM0209_SP_SET: RAILROAD BRIDGE ABUTMENT
 MM0209_STAMPING: A 8 1933 3069.141
 MM0209_MARK LOGO: CGS   
 MM0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0209+STABILITY: SURFACE MOTION
 MM0209
 MM0209  HISTORY     - Date     Condition        Report By
 MM0209  HISTORY     - 1933     MONUMENTED       CGS
 MM0209  HISTORY     - 1986     GOOD             NGS
 MM0209
 MM0209                          STATION DESCRIPTION
 MM0209
 MM0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0209'1.5 MI W FROM PAXTON.
 MM0209'ABOUT 1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0209'PAXTON, KEITH COUNTY, AT MILEPOST 317, AT A TRIPLE 4-BY 2-FOOT
 MM0209'CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE NORTH
 MM0209'CONCRETE HEAD WALL, 5 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MM0209'MAIN TRACK, AND 43.3 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 MM0209'A STANDARD DISK, STAMPED 3069.141 A 8 1933.
 MM0209
 MM0209                          STATION RECOVERY (1986)
 MM0209
 MM0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0209'RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT
 MM0209'BENCH MARK IS NOW INSIDE A 5-INCH HOLE IN THE CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0508 ***********************************************************************
 LG0508  DESIGNATION -  A 81
 LG0508  PID         -  LG0508
 LG0508  STATE/COUNTY-  NE/SEWARD
 LG0508  USGS QUAD   -  SEWARD (1964)
 LG0508
 LG0508                         *CURRENT SURVEY CONTROL
 LG0508  ___________________________________________________________________
 LG0508* NAD 83(1986)-  40 54 14.     (N)    097 05 53.     (W)     SCALED    
 LG0508* NAVD 88     -       442.829  (meters)    1452.85   (feet)  ADJUSTED  
 LG0508  ___________________________________________________________________
 LG0508  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 LG0508  DYNAMIC HT  -         442.596 (meters)    1452.08  (feet)  COMP
 LG0508  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 LG0508
 LG0508  VERT ORDER  -  SECOND    CLASS 0
 LG0508
 LG0508.The horizontal coordinates were scaled from a topographic map and have
 LG0508.an estimated accuracy of +/- 6 seconds.
 LG0508
 LG0508.The orthometric height was determined by differential leveling
 LG0508.and adjusted by the National Geodetic Survey in June 1991..
 LG0508
 LG0508.The geoid height was determined by GEOID03.
 LG0508
 LG0508.The dynamic height is computed by dividing the NAVD 88
 LG0508.geopotential number by the normal gravity value computed on the
 LG0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0508.degrees latitude (g = 980.6199 gals.).
 LG0508
 LG0508.The modeled gravity was interpolated from observed gravity values.
 LG0508
 LG0508;                    North         East    Units  Estimated Accuracy
 LG0508;SPC NE       -   122,960.      744,390.      MT  (+/- 180 meters Scaled)
 LG0508
 LG0508                          SUPERSEDED SURVEY CONTROL
 LG0508
 LG0508  NGVD 29 (??/??/92)  442.652  (m)         1452.27   (f) ADJ UNCH    2 0
 LG0508
 LG0508.Superseded values are not recommended for survey control.
 LG0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0508.See file dsdata.txt to determine how the superseded data were derived.
 LG0508
 LG0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL601298(NAD 83)
 LG0508_MARKER: DB = BENCH MARK DISK
 LG0508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0508_SP_SET: BUILDING
 LG0508_STAMPING: A 81 1935
 LG0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0508
 LG0508  HISTORY     - Date     Condition        Report By
 LG0508  HISTORY     - 1935     MONUMENTED       CGS
 LG0508  HISTORY     - 1961     GOOD             NGS
 LG0508  HISTORY     - 20020805 MARK NOT FOUND   USPSQD
 LG0508
 LG0508                          STATION DESCRIPTION
 LG0508
 LG0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0508'AT SEWARD.
 LG0508'AT SEWARD, SEWARD COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0508'RAILROAD, IN THE SOUTH WALL OF THE STATION, 3.6 FEET EAST OF
 LG0508'THE SOUTHWEST CORNER, 34.7 FEET NORTH OF THE NORTH RAIL, AND
 LG0508'4.6 FEET ABOVE THE PLATFORM.  A STANDARD DISK, STAMPED A 81
 LG0508'1935 AND SET VERTICALLY.
 LG0508
 LG0508                          STATION RECOVERY (2002)
 LG0508
 LG0508'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0508'SITE LOCATED. STATION AT SEWARD NO LONGER EXISTS. ACCORDING TO
 LG0508'LONG-TIME SEWARD RESIDENT, THE STATION BUILDING HAS BEEN DEMOLISHED.
 LG0508'MARK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0971 ***********************************************************************
 MK0971  DESIGNATION -  A 82
 MK0971  PID         -  MK0971
 MK0971  STATE/COUNTY-  NE/SAUNDERS
 MK0971  USGS QUAD   -  TOUHY (1969)
 MK0971
 MK0971                         *CURRENT SURVEY CONTROL
 MK0971  ___________________________________________________________________
 MK0971* NAD 83(1986)-  41 12 19.     (N)    096 52 13.     (W)     SCALED    
 MK0971* NAVD 88     -       458.426  (meters)    1504.02   (feet)  ADJUSTED  
 MK0971  ___________________________________________________________________
 MK0971  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 MK0971  DYNAMIC HT  -         458.203 (meters)    1503.29  (feet)  COMP
 MK0971  MODELED GRAV-     980,124.1   (mgal)                       NAVD 88
 MK0971
 MK0971  VERT ORDER  -  SECOND    CLASS 0
 MK0971
 MK0971.The horizontal coordinates were scaled from a topographic map and have
 MK0971.an estimated accuracy of +/- 6 seconds.
 MK0971
 MK0971.The orthometric height was determined by differential leveling
 MK0971.and adjusted by the National Geodetic Survey in June 1991..
 MK0971
 MK0971.The geoid height was determined by GEOID03.
 MK0971
 MK0971.The dynamic height is computed by dividing the NAVD 88
 MK0971.geopotential number by the normal gravity value computed on the
 MK0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0971.degrees latitude (g = 980.6199 gals.).
 MK0971
 MK0971.The modeled gravity was interpolated from observed gravity values.
 MK0971
 MK0971;                    North         East    Units  Estimated Accuracy
 MK0971;SPC NE       -   157,070.      762,360.      MT  (+/- 180 meters Scaled)
 MK0971
 MK0971                          SUPERSEDED SURVEY CONTROL
 MK0971
 MK0971  NGVD 29 (??/??/92)  458.256  (m)         1503.46   (f) ADJ UNCH    2 0
 MK0971
 MK0971.Superseded values are not recommended for survey control.
 MK0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0971.See file dsdata.txt to determine how the superseded data were derived.
 MK0971
 MK0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL785637(NAD 83)
 MK0971_MARKER: DB = BENCH MARK DISK
 MK0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0971_STAMPING: A 82 1935
 MK0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0971+STABILITY: SURFACE MOTION
 MK0971
 MK0971  HISTORY     - Date     Condition        Report By
 MK0971  HISTORY     - 1935     MONUMENTED       CGS
 MK0971
 MK0971                          STATION DESCRIPTION
 MK0971
 MK0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0971'8.1 MI E FROM BRAINARD.
 MK0971'8.1 MILES EAST OF BRAINARD BY HIGHWAY.  ALONG NEBRASKA STATE
 MK0971'HIGHWAY NUMBER 16 BETWEEN BRAINARD AND WAHOO, 2.0 MILES WEST OF
 MK0971'JUNCTION WITH STATE HIGHWAY 79, NEAR ROAD CROSSING.  83.8 FEET
 MK0971'SOUTHWEST OF CENTER OF ROAD INTERSECTION, 34.4 FEET SOUTH OF
 MK0971'CENTER LINE OF HIGHWAY NUMBER 16, AND 2.5 FEET NORTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0972 ***********************************************************************
 MK0972  DESIGNATION -  A 82 RESET
 MK0972  PID         -  MK0972
 MK0972  STATE/COUNTY-  NE/BUTLER
 MK0972  USGS QUAD   -  TOUHY (1969)
 MK0972
 MK0972                         *CURRENT SURVEY CONTROL
 MK0972  ___________________________________________________________________
 MK0972* NAD 83(1986)-  41 12 19.     (N)    096 52 14.     (W)     SCALED    
 MK0972* NAVD 88     -       459.60   (meters)    1507.9    (feet)  RESET     
 MK0972  ___________________________________________________________________
 MK0972  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 MK0972
 MK0972  VERT ORDER  -  THIRD
 MK0972
 MK0972.The horizontal coordinates were scaled from a topographic map and have
 MK0972.an estimated accuracy of +/- 6 seconds.
 MK0972
 MK0972.The orthometric height was computed from unverified reset data.
 MK0972
 MK0972.The geoid height was determined by GEOID03.
 MK0972
 MK0972;                    North         East    Units  Estimated Accuracy
 MK0972;SPC NE       -   157,070.      762,330.      MT  (+/- 180 meters Scaled)
 MK0972
 MK0972                          SUPERSEDED SURVEY CONTROL
 MK0972
 MK0972  NGVD 29 (??/??/??)  459.43   (m)         1507.3    (f) RESET       3  
 MK0972
 MK0972.Superseded values are not recommended for survey control.
 MK0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0972.See file dsdata.txt to determine how the superseded data were derived.
 MK0972
 MK0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL785637(NAD 83)
 MK0972_MARKER: DB = BENCH MARK DISK
 MK0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0972_STAMPING: A 82 RESET 1939
 MK0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0972+STABILITY: SURFACE MOTION
 MK0972
 MK0972  HISTORY     - Date     Condition        Report By
 MK0972  HISTORY     - 1939     MONUMENTED       NEDR
 MK0972
 MK0972                          STATION DESCRIPTION
 MK0972
 MK0972'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1939
 MK0972'8.1 MI E FROM BRAINARD.
 MK0972'IN SAUNDERS COUNTY, 8.1 MILES EAST ALONG THE 1935 ROUTE OF STATE
 MK0972'HIGHWAY 16 FROM BRAINARD, BUTLER COUNTY, 2.0 MILES WEST OF THE
 MK0972'JUNCTION OF STATE HIGHWAY 79, AT A ROAD INTERSECTION, 88 FEET
 MK0972'SOUTHWEST OF THE CENTER OF THE INTERSECTION, 85 FEET SOUTH OF
 MK0972'THE CENTER LINE OF THE OLD HIGHWAY, AND 2 FEET WEST OF A FENCE.
 MK0972'A STANDARD DISK, STAMPED A 82 RESET 1939 AND SET IN THE TOP OF A
 MK0972'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0487 ***********************************************************************
 LG0487  DESIGNATION -  A 83
 LG0487  PID         -  LG0487
 LG0487  STATE/COUNTY-  NE/SEWARD
 LG0487  USGS QUAD   -  BEAVER CROSSING (1966)
 LG0487
 LG0487                         *CURRENT SURVEY CONTROL
 LG0487  ___________________________________________________________________
 LG0487* NAD 83(1986)-  40 45 25.     (N)    097 18 59.     (W)     SCALED    
 LG0487* NAVD 88     -       469.496  (meters)    1540.34   (feet)  ADJUSTED  
 LG0487  ___________________________________________________________________
 LG0487  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 LG0487  DYNAMIC HT  -         469.240 (meters)    1539.50  (feet)  COMP
 LG0487  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 LG0487
 LG0487  VERT ORDER  -  SECOND    CLASS 0
 LG0487
 LG0487.The horizontal coordinates were scaled from a topographic map and have
 LG0487.an estimated accuracy of +/- 6 seconds.
 LG0487
 LG0487.The orthometric height was determined by differential leveling
 LG0487.and adjusted by the National Geodetic Survey in June 1991..
 LG0487
 LG0487.The geoid height was determined by GEOID03.
 LG0487
 LG0487.The dynamic height is computed by dividing the NAVD 88
 LG0487.geopotential number by the normal gravity value computed on the
 LG0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0487.degrees latitude (g = 980.6199 gals.).
 LG0487
 LG0487.The modeled gravity was interpolated from observed gravity values.
 LG0487
 LG0487;                    North         East    Units  Estimated Accuracy
 LG0487;SPC NE       -   106,060.      726,520.      MT  (+/- 180 meters Scaled)
 LG0487
 LG0487                          SUPERSEDED SURVEY CONTROL
 LG0487
 LG0487  NGVD 29 (??/??/92)  469.321  (m)         1539.76   (f) ADJ UNCH    2 0
 LG0487
 LG0487.Superseded values are not recommended for survey control.
 LG0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0487.See file dsdata.txt to determine how the superseded data were derived.
 LG0487
 LG0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL421131(NAD 83)
 LG0487_MARKER: DB = BENCH MARK DISK
 LG0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0487_STAMPING: A 83 1935
 LG0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0487+STABILITY: SURFACE MOTION
 LG0487
 LG0487  HISTORY     - Date     Condition        Report By
 LG0487  HISTORY     - 1935     MONUMENTED       CGS
 LG0487  HISTORY     - 1938     GOOD             NGS
 LG0487
 LG0487                          STATION DESCRIPTION
 LG0487
 LG0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0487'3.4 MI NE FROM CORDOVA.
 LG0487'3.4 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0487'FROM THE STATION AT CORDOVA, SEWARD COUNTY, 0.3 MILE WEST OF
 LG0487'THE R.S. WILSON FARMHOUSE, AT A ROAD CROSSING, 88.2 FEET NORTHEAST
 LG0487'OF THE CENTER OF THE CROSSING, 45.6 FEET EAST OF THE EAST RAIL,
 LG0487'AND 10.7 FEET NORTH OF A FENCE.  A STANDARD DISK, STMAPED A 83
 LG0487'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0487
 LG0487                          STATION RECOVERY (1938)
 LG0487
 LG0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 LG0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0042 ***********************************************************************
 ML0042  DESIGNATION -  A 84
 ML0042  PID         -  ML0042
 ML0042  STATE/COUNTY-  NE/BOONE
 ML0042  USGS QUAD   -  ALBION WEST (1985)
 ML0042
 ML0042                         *CURRENT SURVEY CONTROL
 ML0042  ___________________________________________________________________
 ML0042* NAD 83(1986)-  41 43 32.     (N)    098 02 48.     (W)     SCALED    
 ML0042* NAVD 88     -       547.346  (meters)    1795.75   (feet)  ADJUSTED  
 ML0042  ___________________________________________________________________
 ML0042  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 ML0042  DYNAMIC HT  -         547.103 (meters)    1794.95  (feet)  COMP
 ML0042  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 ML0042
 ML0042  VERT ORDER  -  SECOND    CLASS 0
 ML0042
 ML0042.The horizontal coordinates were scaled from a topographic map and have
 ML0042.an estimated accuracy of +/- 6 seconds.
 ML0042
 ML0042.The orthometric height was determined by differential leveling
 ML0042.and adjusted by the National Geodetic Survey in June 1991..
 ML0042
 ML0042.The geoid height was determined by GEOID03.
 ML0042
 ML0042.The dynamic height is computed by dividing the NAVD 88
 ML0042.geopotential number by the normal gravity value computed on the
 ML0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0042.degrees latitude (g = 980.6199 gals.).
 ML0042
 ML0042.The modeled gravity was interpolated from observed gravity values.
 ML0042
 ML0042;                    North         East    Units  Estimated Accuracy
 ML0042;SPC NE       -   211,920.      662,460.      MT  (+/- 180 meters Scaled)
 ML0042
 ML0042                          SUPERSEDED SURVEY CONTROL
 ML0042
 ML0042  NGVD 29 (??/??/92)  547.126  (m)         1795.03   (f) ADJ UNCH    2 0
 ML0042
 ML0042.Superseded values are not recommended for survey control.
 ML0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0042.See file dsdata.txt to determine how the superseded data were derived.
 ML0042
 ML0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM792197(NAD 83)
 ML0042_MARKER: DB = BENCH MARK DISK
 ML0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0042_SP_SET: BRIDGE
 ML0042_STAMPING: A 84 1939
 ML0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0042
 ML0042  HISTORY     - Date     Condition        Report By
 ML0042  HISTORY     - 1939     MONUMENTED       CGS
 ML0042  HISTORY     - 1939     GOOD             NGS
 ML0042
 ML0042                          STATION DESCRIPTION
 ML0042
 ML0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0042'3.3 MI SE FROM LORETTO.
 ML0042'3.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 ML0042'FROM THE STATION AT LORETTO, BOONE COUNTY, AT THE SOUTH END OF
 ML0042'BRIDGE D 188, IN THE TOP OF THE BRIDGE SEAT, 6.2 FEET WEST OF THE
 ML0042'WEST RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 ML0042'STAMPED A 84 1939.
 ML0042
 ML0042                          STATION RECOVERY (1939)
 ML0042
 ML0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 ML0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0062 ***********************************************************************
 ML0062  DESIGNATION -  A 86
 ML0062  PID         -  ML0062
 ML0062  STATE/COUNTY-  NE/BOONE
 ML0062  USGS QUAD   -  CEDAR RAPIDS (1985)
 ML0062
 ML0062                         *CURRENT SURVEY CONTROL
 ML0062  ___________________________________________________________________
 ML0062* NAD 83(1986)-  41 36 37.     (N)    098 13 20.     (W)     SCALED    
 ML0062* NAVD 88     -       552.795  (meters)    1813.63   (feet)  ADJUSTED  
 ML0062  ___________________________________________________________________
 ML0062  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 ML0062  DYNAMIC HT  -         552.537 (meters)    1812.78  (feet)  COMP
 ML0062  MODELED GRAV-     980,138.9   (mgal)                       NAVD 88
 ML0062
 ML0062  VERT ORDER  -  SECOND    CLASS 0
 ML0062
 ML0062.The horizontal coordinates were scaled from a topographic map and have
 ML0062.an estimated accuracy of +/- 6 seconds.
 ML0062
 ML0062.The orthometric height was determined by differential leveling
 ML0062.and adjusted by the National Geodetic Survey in June 1991..
 ML0062
 ML0062.The geoid height was determined by GEOID03.
 ML0062
 ML0062.The dynamic height is computed by dividing the NAVD 88
 ML0062.geopotential number by the normal gravity value computed on the
 ML0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0062.degrees latitude (g = 980.6199 gals.).
 ML0062
 ML0062.The modeled gravity was interpolated from observed gravity values.
 ML0062
 ML0062;                    North         East    Units  Estimated Accuracy
 ML0062;SPC NE       -   198,810.      648,130.      MT  (+/- 180 meters Scaled)
 ML0062
 ML0062                          SUPERSEDED SURVEY CONTROL
 ML0062
 ML0062  NGVD 29 (??/??/92)  552.562  (m)         1812.86   (f) ADJ UNCH    2 0
 ML0062
 ML0062.Superseded values are not recommended for survey control.
 ML0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0062.See file dsdata.txt to determine how the superseded data were derived.
 ML0062
 ML0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM648067(NAD 83)
 ML0062_MARKER: DB = BENCH MARK DISK
 ML0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0062_STAMPING: A 86 1935
 ML0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0062+STABILITY: SURFACE MOTION
 ML0062
 ML0062  HISTORY     - Date     Condition        Report By
 ML0062  HISTORY     - 1935     MONUMENTED       CGS
 ML0062  HISTORY     - 1951     MARK NOT FOUND   NGS
 ML0062
 ML0062                          STATION DESCRIPTION
 ML0062
 ML0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0062'1.2 MI SE FROM PRIMROSE.
 ML0062'1.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0062'STATION AT PRIMROSE, BOONE COUNTY, AT A ROAD CROSSING, 88 FEET
 ML0062'SOUTHWEST OF THE CENTER OF THE CROSSING, 29.3 FEET WEST OF THE
 ML0062'WEST RAIL, AND 30.6 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 ML0062'A 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ML0062
 ML0062                          STATION RECOVERY (1951)
 ML0062
 ML0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 ML0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1236 ***********************************************************************
 MK1236  DESIGNATION -  A 87
 MK1236  PID         -  MK1236
 MK1236  STATE/COUNTY-  NE/PLATTE
 MK1236  USGS QUAD   -  DUNCAN (1976)
 MK1236
 MK1236                         *CURRENT SURVEY CONTROL
 MK1236  ___________________________________________________________________
 MK1236* NAD 83(1986)-  41 26 18.     (N)    097 23 03.     (W)     SCALED    
 MK1236* NAVD 88     -       443.189  (meters)    1454.03   (feet)  ADJUSTED  
 MK1236  ___________________________________________________________________
 MK1236  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 MK1236  DYNAMIC HT  -         442.996 (meters)    1453.40  (feet)  COMP
 MK1236  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 MK1236
 MK1236  VERT ORDER  -  FIRST     CLASS II
 MK1236
 MK1236.The horizontal coordinates were scaled from a topographic map and have
 MK1236.an estimated accuracy of +/- 6 seconds.
 MK1236
 MK1236.The orthometric height was determined by differential leveling
 MK1236.and adjusted by the National Geodetic Survey in June 1991..
 MK1236
 MK1236.The geoid height was determined by GEOID03.
 MK1236
 MK1236.The dynamic height is computed by dividing the NAVD 88
 MK1236.geopotential number by the normal gravity value computed on the
 MK1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1236.degrees latitude (g = 980.6199 gals.).
 MK1236
 MK1236.The modeled gravity was interpolated from observed gravity values.
 MK1236
 MK1236;                    North         East    Units  Estimated Accuracy
 MK1236;SPC NE       -   181,500.      718,510.      MT  (+/- 180 meters Scaled)
 MK1236
 MK1236                          SUPERSEDED SURVEY CONTROL
 MK1236
 MK1236  NGVD 29 (??/??/92)  443.00   (m)         1453.4    (f) COMPUTED    1 2
 MK1236
 MK1236.Superseded values are not recommended for survey control.
 MK1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1236.See file dsdata.txt to determine how the superseded data were derived.
 MK1236
 MK1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL349886(NAD 83)
 MK1236_MARKER: DB = BENCH MARK DISK
 MK1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1236_STAMPING: A 87 1935
 MK1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1236+STABILITY: SURFACE MOTION
 MK1236
 MK1236  HISTORY     - Date     Condition        Report By
 MK1236  HISTORY     - 1935     MONUMENTED       CGS
 MK1236  HISTORY     - 1940     GOOD             NGS
 MK1236  HISTORY     - 1957     MARK NOT FOUND   NGS
 MK1236
 MK1236                          STATION DESCRIPTION
 MK1236
 MK1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MK1236'2 MI NW FROM COLUMBUS.
 MK1236'BENCH MARK IS ALONG THE UNION RR. AND U.S. HIGHWAY NO. 81,
 MK1236'BETWEEN COLUMBUS AND HUMPHREY, 54.8 FEET NORTHEAST OF CENTERLINE
 MK1236'OF TRACK AT CENTER OF GRADE CROSSING, 43.6 FEET SOUTHWEST OF
 MK1236'CENTERLINE OF U.S. HIGHWAY NO. 81, 33 FEET NORTH OF CENTERLINE
 MK1236'OF EAST-WEST ROAD, 2.0 FEET SOUTH OF 4X4 INCH WHITE WOODEN POST
 MK1236'PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.4 FOOT.  STD. DISK BM
 MK1236'IN TOP OF CONCRETE POST.
 MK1236
 MK1236                          STATION RECOVERY (1957)
 MK1236
 MK1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1238 ***********************************************************************
 MK1238  DESIGNATION -  A 87 RESET
 MK1238  PID         -  MK1238
 MK1238  STATE/COUNTY-  NE/PLATTE
 MK1238  USGS QUAD   -  DUNCAN (1976)
 MK1238
 MK1238                         *CURRENT SURVEY CONTROL
 MK1238  ___________________________________________________________________
 MK1238* NAD 83(1986)-  41 26 18.     (N)    097 23 03.     (W)     SCALED    
 MK1238* NAVD 88     -       443.06   (meters)    1453.6    (feet)  RESET     
 MK1238  ___________________________________________________________________
 MK1238  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 MK1238
 MK1238  VERT ORDER  -  THIRD
 MK1238
 MK1238.The horizontal coordinates were scaled from a topographic map and have
 MK1238.an estimated accuracy of +/- 6 seconds.
 MK1238
 MK1238.The orthometric height was computed from unverified reset data.
 MK1238
 MK1238.The geoid height was determined by GEOID03.
 MK1238
 MK1238;                    North         East    Units  Estimated Accuracy
 MK1238;SPC NE       -   181,500.      718,510.      MT  (+/- 180 meters Scaled)
 MK1238
 MK1238                          SUPERSEDED SURVEY CONTROL
 MK1238
 MK1238  NGVD 29 (??/??/??)  442.87   (m)         1453.0    (f) RESET       3  
 MK1238
 MK1238.Superseded values are not recommended for survey control.
 MK1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1238.See file dsdata.txt to determine how the superseded data were derived.
 MK1238
 MK1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL349886(NAD 83)
 MK1238_MARKER: DB = BENCH MARK DISK
 MK1238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1238_SP_SET: CONCRETE BASE
 MK1238_STAMPING: A 87 RESET 1961
 MK1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1238
 MK1238  HISTORY     - Date     Condition        Report By
 MK1238  HISTORY     - 1961     MONUMENTED       NEDR
 MK1238
 MK1238                          STATION DESCRIPTION
 MK1238
 MK1238'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MK1238'2 MI NW FROM COLUMBUS.
 MK1238'THIS MARK IS LOCATED 2.0 MILES NORTHWEST ALONG THE UNION PACIFIC
 MK1238'RAILROAD FROM THE STATION AT COLUMBUS, AT A ROAD CROSSING, 47.6
 MK1238'FEET SOUTHWEST FROM THE CENTER OF THE RAILROAD CROSSING, 11 FEET
 MK1238'EAST FROM A POWER POLE AND ON THE NORTH SIDE OF A FENCE RUNNING
 MK1238'EAST TO NORTH, 132 FEET SOUTH FROM THE CENTERLINE OF U.S. 30, AND
 MK1238'SET IN A 12 INCH BY 12 INCH BY 3 FEET CONCRETE BASE WHICH
 MK1238'PROJECT 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1072 ***********************************************************************
 LF1072  DESIGNATION -  A 88
 LF1072  PID         -  LF1072
 LF1072  STATE/COUNTY-  NE/CASS
 LF1072  USGS QUAD   -  NEHAWKA (1966)
 LF1072
 LF1072                         *CURRENT SURVEY CONTROL
 LF1072  ___________________________________________________________________
 LF1072* NAD 83(1986)-  40 49 08.     (N)    095 55 32.     (W)     SCALED    
 LF1072* NAVD 88     -       295.483  (meters)     969.43   (feet)  ADJUSTED  
 LF1072  ___________________________________________________________________
 LF1072  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 LF1072  DYNAMIC HT  -         295.345 (meters)     968.98  (feet)  COMP
 LF1072  MODELED GRAV-     980,148.5   (mgal)                       NAVD 88
 LF1072
 LF1072  VERT ORDER  -  SECOND    CLASS 0
 LF1072
 LF1072.The horizontal coordinates were scaled from a topographic map and have
 LF1072.an estimated accuracy of +/- 6 seconds.
 LF1072
 LF1072.The orthometric height was determined by differential leveling
 LF1072.and adjusted by the National Geodetic Survey in June 1991..
 LF1072
 LF1072.The geoid height was determined by GEOID03.
 LF1072
 LF1072.The dynamic height is computed by dividing the NAVD 88
 LF1072.geopotential number by the normal gravity value computed on the
 LF1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1072.degrees latitude (g = 980.6199 gals.).
 LF1072
 LF1072.The modeled gravity was interpolated from observed gravity values.
 LF1072
 LF1072;                    North         East    Units  Estimated Accuracy
 LF1072;SPC NE       -   117,520.      843,520.      MT  (+/- 180 meters Scaled)
 LF1072
 LF1072                          SUPERSEDED SURVEY CONTROL
 LF1072
 LF1072  NGVD 29 (??/??/92)  295.388  (m)          969.12   (f) ADJ UNCH    2 0
 LF1072
 LF1072.Superseded values are not recommended for survey control.
 LF1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1072.See file dsdata.txt to determine how the superseded data were derived.
 LF1072
 LF1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF532227(NAD 83)
 LF1072_MARKER: DB = BENCH MARK DISK
 LF1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1072_STAMPING: A 88 1935
 LF1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1072+STABILITY: SURFACE MOTION
 LF1072
 LF1072  HISTORY     - Date     Condition        Report By
 LF1072  HISTORY     - 1935     MONUMENTED       CGS
 LF1072  HISTORY     - 1947     MARK NOT FOUND   NGS
 LF1072
 LF1072                          STATION DESCRIPTION
 LF1072
 LF1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF1072'0.5 MI N FROM UNION.
 LF1072'0.5 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF1072'STATION AT UNION, CASS COUNTY, 97 FEET SOUTHEAST OF POLE 447+40,
 LF1072'51 FEET EAST OF THE EAST RAIL OF THE TRACK, AND 2.5 FEET WEST OF
 LF1072'A FENCE.  A STANDARD DISK, STAMPED A 88 1935 AND SET IN THE TOP
 LF1072'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0199 ***********************************************************************
 MN0199  DESIGNATION -  A 9
 MN0199  PID         -  MN0199
 MN0199  STATE/COUNTY-  NE/CHEYENNE
 MN0199  USGS QUAD   -  LORENZO (1972)
 MN0199
 MN0199                         *CURRENT SURVEY CONTROL
 MN0199  ___________________________________________________________________
 MN0199* NAD 83(1986)-  41 01 07.     (N)    103 04 57.     (W)     SCALED    
 MN0199* NAVD 88     -      1342.539  (meters)    4404.65   (feet)  ADJUSTED  
 MN0199  ___________________________________________________________________
 MN0199  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 MN0199  DYNAMIC HT  -        1341.571 (meters)    4401.47  (feet)  COMP
 MN0199  MODELED GRAV-     979,856.0   (mgal)                       NAVD 88
 MN0199
 MN0199  VERT ORDER  -  FIRST     CLASS II
 MN0199
 MN0199.The horizontal coordinates were scaled from a topographic map and have
 MN0199.an estimated accuracy of +/- 6 seconds.
 MN0199
 MN0199.The orthometric height was determined by differential leveling
 MN0199.and adjusted by the National Geodetic Survey in June 1991..
 MN0199
 MN0199.The geoid height was determined by GEOID03.
 MN0199
 MN0199.The dynamic height is computed by dividing the NAVD 88
 MN0199.geopotential number by the normal gravity value computed on the
 MN0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0199.degrees latitude (g = 980.6199 gals.).
 MN0199
 MN0199.The modeled gravity was interpolated from observed gravity values.
 MN0199
 MN0199;                    North         East    Units  Estimated Accuracy
 MN0199;SPC NE       -   136,220.      240,860.      MT  (+/- 180 meters Scaled)
 MN0199
 MN0199                          SUPERSEDED SURVEY CONTROL
 MN0199
 MN0199  NGVD 29 (??/??/92) 1341.906  (m)         4402.57   (f) ADJ UNCH    1 2
 MN0199
 MN0199.Superseded values are not recommended for survey control.
 MN0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0199.See file dsdata.txt to determine how the superseded data were derived.
 MN0199
 MN0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF612425(NAD 83)
 MN0199_MARKER: DB = BENCH MARK DISK
 MN0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0199_STAMPING: 4402.570 A 9 1933
 MN0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0199+STABILITY: SURFACE MOTION
 MN0199
 MN0199  HISTORY     - Date     Condition        Report By
 MN0199  HISTORY     - 1933     MONUMENTED       CGS
 MN0199  HISTORY     - 1934     GOOD             NGS
 MN0199  HISTORY     - 1944     GOOD             NGS
 MN0199  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0199
 MN0199                          STATION DESCRIPTION
 MN0199
 MN0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0199'2.2 MI S FROM LORENZO.
 MN0199'2.2 MILES SOUTH ALONG CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0199'FROM LORENZO, CHEYENNE COUNTY, 4 POLES NORTH OF MILEPOST 86, AT A
 MN0199'ROAD CROSSING, 36 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 MN0199'34 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 12 FEET WEST OF THE
 MN0199'RIGHT-OF-WAY FENCE, AND 2 1/2 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 MN0199'FENCE.  A STANDARD DISK, STAMPED 4402.570 A 9 1933 AND SET IN THE
 MN0199'TOP OF A CONCRETE POST.
 MN0199
 MN0199                          STATION RECOVERY (1944)
 MN0199
 MN0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 MN0199'RECOVERED IN GOOD CONDITION.
 MN0199
 MN0199                          STATION RECOVERY (1985)
 MN0199
 MN0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0199'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0601 ***********************************************************************
 ML0601  DESIGNATION -  A 9
 ML0601  PID         -  ML0601
 ML0601  STATE/COUNTY-  NE/CUSTER
 ML0601  USGS QUAD   -  SARGENT WEST (1978)
 ML0601
 ML0601                         *CURRENT SURVEY CONTROL
 ML0601  ___________________________________________________________________
 ML0601* NAD 83(1986)-  41 39 16.     (N)    099 29 43.     (W)     SCALED    
 ML0601* NAVD 88     -       723.744  (meters)    2374.48   (feet)  ADJUSTED  
 ML0601  ___________________________________________________________________
 ML0601  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 ML0601  DYNAMIC HT  -         723.382 (meters)    2373.30  (feet)  COMP
 ML0601  MODELED GRAV-     980,098.1   (mgal)                       NAVD 88
 ML0601
 ML0601  VERT ORDER  -  SECOND    CLASS 0
 ML0601
 ML0601.The horizontal coordinates were scaled from a topographic map and have
 ML0601.an estimated accuracy of +/- 6 seconds.
 ML0601
 ML0601.The orthometric height was determined by differential leveling
 ML0601.and adjusted by the National Geodetic Survey in June 1991..
 ML0601
 ML0601.The geoid height was determined by GEOID03.
 ML0601
 ML0601.The dynamic height is computed by dividing the NAVD 88
 ML0601.geopotential number by the normal gravity value computed on the
 ML0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0601.degrees latitude (g = 980.6199 gals.).
 ML0601
 ML0601.The modeled gravity was interpolated from observed gravity values.
 ML0601
 ML0601;                    North         East    Units  Estimated Accuracy
 ML0601;SPC NE       -   202,310.      542,030.      MT  (+/- 180 meters Scaled)
 ML0601
 ML0601                          SUPERSEDED SURVEY CONTROL
 ML0601
 ML0601  NGVD 29 (??/??/92)  723.482  (m)         2373.62   (f) ADJ UNCH    2 0
 ML0601
 ML0601.Superseded values are not recommended for survey control.
 ML0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0601.See file dsdata.txt to determine how the superseded data were derived.
 ML0601
 ML0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM587115(NAD 83)
 ML0601_MARKER: DD = SURVEY DISK
 ML0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0601_STAMPING: A 9
 ML0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0601+STABILITY: SURFACE MOTION
 ML0601
 ML0601  HISTORY     - Date     Condition        Report By
 ML0601  HISTORY     - UNK      MONUMENTED       BOR
 ML0601  HISTORY     - 1950     GOOD             NGS
 ML0601
 ML0601                          STATION DESCRIPTION
 ML0601
 ML0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0601'7.7 MI W FROM SARGENT.
 ML0601'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0601'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 ML0601'5.95 MILES WEST ALONG A GRAVELED ROAD, 0.3 MILE EAST OF A DIRT
 ML0601'ROAD LEADING NORTH AND A TRACK ROAD LEADING SOUTH, 86 FEET
 ML0601'NORTHWEST OF A POWER POLE, 38 FEET SOUTH OF THE CENTER LINE
 ML0601'OF THE EAST AND WEST ROAD, 2 FEET NORTH OF A FENCE, 1 FOOT EAST
 ML0601'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0601'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0745 ***********************************************************************
 MK0745  DESIGNATION -  A CTR ELEVATION AXIS
 MK0745  PID         -  MK0745
 MK0745  STATE/COUNTY-  NE/SAUNDERS
 MK0745  USGS QUAD   -  MEAD (1981)
 MK0745
 MK0745                         *CURRENT SURVEY CONTROL
 MK0745  ___________________________________________________________________
 MK0745* NAD 83(1986)-  41 11 43.     (N)    096 26 21.     (W)     SCALED    
 MK0745* NAVD 88     -       367.039  (meters)    1204.19   (feet)  ADJUSTED  
 MK0745  ___________________________________________________________________
 MK0745  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 MK0745  DYNAMIC HT  -         366.875 (meters)    1203.66  (feet)  COMP
 MK0745  MODELED GRAV-     980,165.0   (mgal)                       NAVD 88
 MK0745
 MK0745  VERT ORDER  -  SECOND    CLASS 0
 MK0745
 MK0745.The horizontal coordinates were scaled from a topographic map and have
 MK0745.an estimated accuracy of +/- 6 seconds.
 MK0745
 MK0745.The orthometric height was determined by differential leveling
 MK0745.and adjusted by the National Geodetic Survey in June 1991..
 MK0745
 MK0745.The geoid height was determined by GEOID03.
 MK0745
 MK0745.The dynamic height is computed by dividing the NAVD 88
 MK0745.geopotential number by the normal gravity value computed on the
 MK0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0745.degrees latitude (g = 980.6199 gals.).
 MK0745
 MK0745.The modeled gravity was interpolated from observed gravity values.
 MK0745
 MK0745;                    North         East    Units  Estimated Accuracy
 MK0745;SPC NE       -   157,360.      798,520.      MT  (+/- 180 meters Scaled)
 MK0745
 MK0745                          SUPERSEDED SURVEY CONTROL
 MK0745
 MK0745  NGVD 29 (??/??/92)  366.912  (m)         1203.78   (f) ADJ UNCH    2 0
 MK0745
 MK0745.Superseded values are not recommended for survey control.
 MK0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0745.See file dsdata.txt to determine how the superseded data were derived.
 MK0745
 MK0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL147635(NAD 83)
 MK0745_MARKER: Z = SEE DESCRIPTION
 MK0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0745_SP_SET: BUILDING
 MK0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0745
 MK0745  HISTORY     - Date     Condition        Report By
 MK0745  HISTORY     - UNK      MONUMENTED       CGS
 MK0745  HISTORY     - 1960     GOOD             NGS
 MK0745
 MK0745                          STATION DESCRIPTION
 MK0745
 MK0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0745'4 MI SE FROM MEAD.
 MK0745'THE STATION IS LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE A,
 MK0745'(SQUADRON 566-A).  THE STATION IS THE ELEVATION AXIS OF THE
 MK0745'CENTRAL TRACKING RADAR ATENNA WHICH IS LOCATED AT THE NORTHEAST
 MK0745'CORNER OF THE GUIDANCE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0744 ***********************************************************************
 MK0744  DESIGNATION -  A LE 1 SE PLATE
 MK0744  PID         -  MK0744
 MK0744  STATE/COUNTY-  NE/SAUNDERS
 MK0744  USGS QUAD   -  MEAD (1981)
 MK0744
 MK0744                         *CURRENT SURVEY CONTROL
 MK0744  ___________________________________________________________________
 MK0744* NAD 83(1986)-  41 11 43.     (N)    096 26 38.     (W)     SCALED    
 MK0744* NAVD 88     -       359.899  (meters)    1180.77   (feet)  ADJUSTED  
 MK0744  ___________________________________________________________________
 MK0744  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 MK0744  DYNAMIC HT  -         359.738 (meters)    1180.24  (feet)  COMP
 MK0744  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 MK0744
 MK0744  VERT ORDER  -  SECOND    CLASS 0
 MK0744
 MK0744.The horizontal coordinates were scaled from a topographic map and have
 MK0744.an estimated accuracy of +/- 6 seconds.
 MK0744
 MK0744.The orthometric height was determined by differential leveling
 MK0744.and adjusted by the National Geodetic Survey in June 1991..
 MK0744
 MK0744.The geoid height was determined by GEOID03.
 MK0744
 MK0744.The dynamic height is computed by dividing the NAVD 88
 MK0744.geopotential number by the normal gravity value computed on the
 MK0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0744.degrees latitude (g = 980.6199 gals.).
 MK0744
 MK0744.The modeled gravity was interpolated from observed gravity values.
 MK0744
 MK0744;                    North         East    Units  Estimated Accuracy
 MK0744;SPC NE       -   157,340.      798,130.      MT  (+/- 180 meters Scaled)
 MK0744
 MK0744                          SUPERSEDED SURVEY CONTROL
 MK0744
 MK0744  NGVD 29 (??/??/92)  359.771  (m)         1180.35   (f) ADJ UNCH    2 0
 MK0744
 MK0744.Superseded values are not recommended for survey control.
 MK0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0744.See file dsdata.txt to determine how the superseded data were derived.
 MK0744
 MK0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL143635(NAD 83)
 MK0744_MARKER: Z = SEE DESCRIPTION
 MK0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0744_SP_SET: FIRING PIT
 MK0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0744
 MK0744  HISTORY     - Date     Condition        Report By
 MK0744  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0744  HISTORY     - 1960     GOOD             NGS
 MK0744
 MK0744                          STATION DESCRIPTION
 MK0744
 MK0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0744'4 MI SE FROM MEAD.
 MK0744'THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE BASE, MISSILE
 MK0744'SITE AN, (SQUADRON 566-A).  THE MARKS ARE 1 FOOT SQUARE METAL
 MK0744'PLATES ON WHICH THE MISSILE IS MOUNTED AND IS AT THE SOUTHEAST
 MK0744'AND THE SOUTHWEST EDGE OF THE FIRING PIT IN LAUNCH BUILDING
 MK0744'NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0743 ***********************************************************************
 MK0743  DESIGNATION -  A LE 1 SW PLATE
 MK0743  PID         -  MK0743
 MK0743  STATE/COUNTY-  NE/SAUNDERS
 MK0743  USGS QUAD   -  MEAD (1981)
 MK0743
 MK0743                         *CURRENT SURVEY CONTROL
 MK0743  ___________________________________________________________________
 MK0743* NAD 83(1986)-  41 11 43.     (N)    096 26 38.     (W)     SCALED    
 MK0743* NAVD 88     -       359.896  (meters)    1180.76   (feet)  ADJUSTED  
 MK0743  ___________________________________________________________________
 MK0743  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 MK0743  DYNAMIC HT  -         359.734 (meters)    1180.23  (feet)  COMP
 MK0743  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 MK0743
 MK0743  VERT ORDER  -  SECOND    CLASS 0
 MK0743
 MK0743.The horizontal coordinates were scaled from a topographic map and have
 MK0743.an estimated accuracy of +/- 6 seconds.
 MK0743
 MK0743.The orthometric height was determined by differential leveling
 MK0743.and adjusted by the National Geodetic Survey in June 1991..
 MK0743
 MK0743.The geoid height was determined by GEOID03.
 MK0743
 MK0743.The dynamic height is computed by dividing the NAVD 88
 MK0743.geopotential number by the normal gravity value computed on the
 MK0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0743.degrees latitude (g = 980.6199 gals.).
 MK0743
 MK0743.The modeled gravity was interpolated from observed gravity values.
 MK0743
 MK0743;                    North         East    Units  Estimated Accuracy
 MK0743;SPC NE       -   157,340.      798,130.      MT  (+/- 180 meters Scaled)
 MK0743
 MK0743                          SUPERSEDED SURVEY CONTROL
 MK0743
 MK0743  NGVD 29 (??/??/92)  359.768  (m)         1180.34   (f) ADJ UNCH    2 0
 MK0743
 MK0743.Superseded values are not recommended for survey control.
 MK0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0743.See file dsdata.txt to determine how the superseded data were derived.
 MK0743
 MK0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL143635(NAD 83)
 MK0743_MARKER: Z = SEE DESCRIPTION
 MK0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0743_SP_SET: FIRING PIT
 MK0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0743
 MK0743  HISTORY     - Date     Condition        Report By
 MK0743  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0743  HISTORY     - 1960     GOOD             NGS
 MK0743
 MK0743                          STATION DESCRIPTION
 MK0743
 MK0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0743'4 MI SE FROM MEAD.
 MK0743'THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE BASE, MISSILE
 MK0743'SITE A, (SQUADRON 566-A).  THE MARKS ARE 1 FOOT SQUARE METAL
 MK0743'PLATES ON WHICH THE MISSILE IS MOUNTED AND IS AT THE SOUTHEAST
 MK0743'AND THE SOUTHWEST EDGE OF THE FIRING PIT IN LAUNCH BUILDING
 MK0743'NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0742 ***********************************************************************
 MK0742  DESIGNATION -  A LE 2 NE PLATE
 MK0742  PID         -  MK0742
 MK0742  STATE/COUNTY-  NE/SAUNDERS
 MK0742  USGS QUAD   -  MEAD (1981)
 MK0742
 MK0742                         *CURRENT SURVEY CONTROL
 MK0742  ___________________________________________________________________
 MK0742* NAD 83(1986)-  41 11 44.     (N)    096 26 24.     (W)     SCALED    
 MK0742* NAVD 88     -       358.073  (meters)    1174.78   (feet)  ADJUSTED  
 MK0742  ___________________________________________________________________
 MK0742  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 MK0742  DYNAMIC HT  -         357.912 (meters)    1174.25  (feet)  COMP
 MK0742  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 MK0742
 MK0742  VERT ORDER  -  SECOND    CLASS 0
 MK0742
 MK0742.The horizontal coordinates were scaled from a topographic map and have
 MK0742.an estimated accuracy of +/- 6 seconds.
 MK0742
 MK0742.The orthometric height was determined by differential leveling
 MK0742.and adjusted by the National Geodetic Survey in June 1991..
 MK0742
 MK0742.The geoid height was determined by GEOID03.
 MK0742
 MK0742.The dynamic height is computed by dividing the NAVD 88
 MK0742.geopotential number by the normal gravity value computed on the
 MK0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0742.degrees latitude (g = 980.6199 gals.).
 MK0742
 MK0742.The modeled gravity was interpolated from observed gravity values.
 MK0742
 MK0742;                    North         East    Units  Estimated Accuracy
 MK0742;SPC NE       -   157,390.      798,450.      MT  (+/- 180 meters Scaled)
 MK0742
 MK0742                          SUPERSEDED SURVEY CONTROL
 MK0742
 MK0742  NGVD 29 (??/??/92)  357.945  (m)         1174.36   (f) ADJ UNCH    2 0
 MK0742
 MK0742.Superseded values are not recommended for survey control.
 MK0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0742.See file dsdata.txt to determine how the superseded data were derived.
 MK0742
 MK0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL146636(NAD 83)
 MK0742_MARKER: Z = SEE DESCRIPTION
 MK0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0742_SP_SET: FIRING PIT
 MK0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0742
 MK0742  HISTORY     - Date     Condition        Report By
 MK0742  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0742  HISTORY     - 1960     GOOD             NGS
 MK0742
 MK0742                          STATION DESCRIPTION
 MK0742
 MK0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0742'4 MI SE FROM MEAD.
 MK0742'4 MILES SOUTHEAST THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE
 MK0742'BASE, MISSILE SITE A (SQUADRON 566-A).  THE MARKS ARE 1 FOOT
 MK0742'SQUARE METAL PLATES ON WHICH THE MISSILE IS MOUNTED AND ARE AT
 MK0742'THE SOUTHEAST, SOUTHWEST, NORTHWEST AND THE NORTHEAST EDGE OF THE
 MK0742'FIRING PIT OF LAUNCHER BUILDING NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0741 ***********************************************************************
 MK0741  DESIGNATION -  A LE 2 NW PLATE
 MK0741  PID         -  MK0741
 MK0741  STATE/COUNTY-  NE/SAUNDERS
 MK0741  USGS QUAD   -  MEAD (1981)
 MK0741
 MK0741                         *CURRENT SURVEY CONTROL
 MK0741  ___________________________________________________________________
 MK0741* NAD 83(1986)-  41 11 44.     (N)    096 26 24.     (W)     SCALED    
 MK0741* NAVD 88     -       358.073  (meters)    1174.78   (feet)  ADJUSTED  
 MK0741  ___________________________________________________________________
 MK0741  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 MK0741  DYNAMIC HT  -         357.912 (meters)    1174.25  (feet)  COMP
 MK0741  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 MK0741
 MK0741  VERT ORDER  -  SECOND    CLASS 0
 MK0741
 MK0741.The horizontal coordinates were scaled from a topographic map and have
 MK0741.an estimated accuracy of +/- 6 seconds.
 MK0741
 MK0741.The orthometric height was determined by differential leveling
 MK0741.and adjusted by the National Geodetic Survey in June 1991..
 MK0741
 MK0741.The geoid height was determined by GEOID03.
 MK0741
 MK0741.The dynamic height is computed by dividing the NAVD 88
 MK0741.geopotential number by the normal gravity value computed on the
 MK0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0741.degrees latitude (g = 980.6199 gals.).
 MK0741
 MK0741.The modeled gravity was interpolated from observed gravity values.
 MK0741
 MK0741;                    North         East    Units  Estimated Accuracy
 MK0741;SPC NE       -   157,390.      798,450.      MT  (+/- 180 meters Scaled)
 MK0741
 MK0741                          SUPERSEDED SURVEY CONTROL
 MK0741
 MK0741  NGVD 29 (??/??/92)  357.945  (m)         1174.36   (f) ADJ UNCH    2 0
 MK0741
 MK0741.Superseded values are not recommended for survey control.
 MK0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0741.See file dsdata.txt to determine how the superseded data were derived.
 MK0741
 MK0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL146636(NAD 83)
 MK0741_MARKER: Z = SEE DESCRIPTION
 MK0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0741_SP_SET: FIRING PIT
 MK0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0741
 MK0741  HISTORY     - Date     Condition        Report By
 MK0741  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0741  HISTORY     - 1960     GOOD             NGS
 MK0741
 MK0741                          STATION DESCRIPTION
 MK0741
 MK0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0741'4 MI SE FROM MEAD.
 MK0741'4 MILES SOUTHEAST THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE
 MK0741'BASE, MISSILE SITE A (SQUADRON 566-A).  THE MARKS ARE 1 FOOT
 MK0741'SQUARE METAL PLATES ON WHICH THE MISSILE IS MOUNTED AND ARE AT
 MK0741'THE SOUTHEAST, SOUTHWEST, NORTHWEST AND THE NORTHEAST EDGE OF
 MK0741'THE FIRING PIT OF LAUNCHER BUILDING NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0739 ***********************************************************************
 MK0739  DESIGNATION -  A LE 2 SE PLATE
 MK0739  PID         -  MK0739
 MK0739  STATE/COUNTY-  NE/SAUNDERS
 MK0739  USGS QUAD   -  MEAD (1981)
 MK0739
 MK0739                         *CURRENT SURVEY CONTROL
 MK0739  ___________________________________________________________________
 MK0739* NAD 83(1986)-  41 11 44.     (N)    096 26 24.     (W)     SCALED    
 MK0739* NAVD 88     -       358.073  (meters)    1174.78   (feet)  ADJUSTED  
 MK0739  ___________________________________________________________________
 MK0739  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 MK0739  DYNAMIC HT  -         357.912 (meters)    1174.25  (feet)  COMP
 MK0739  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 MK0739
 MK0739  VERT ORDER  -  SECOND    CLASS 0
 MK0739
 MK0739.The horizontal coordinates were scaled from a topographic map and have
 MK0739.an estimated accuracy of +/- 6 seconds.
 MK0739
 MK0739.The orthometric height was determined by differential leveling
 MK0739.and adjusted by the National Geodetic Survey in June 1991..
 MK0739
 MK0739.The geoid height was determined by GEOID03.
 MK0739
 MK0739.The dynamic height is computed by dividing the NAVD 88
 MK0739.geopotential number by the normal gravity value computed on the
 MK0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0739.degrees latitude (g = 980.6199 gals.).
 MK0739
 MK0739.The modeled gravity was interpolated from observed gravity values.
 MK0739
 MK0739;                    North         East    Units  Estimated Accuracy
 MK0739;SPC NE       -   157,390.      798,450.      MT  (+/- 180 meters Scaled)
 MK0739
 MK0739                          SUPERSEDED SURVEY CONTROL
 MK0739
 MK0739  NGVD 29 (??/??/92)  357.945  (m)         1174.36   (f) ADJ UNCH    2 0
 MK0739
 MK0739.Superseded values are not recommended for survey control.
 MK0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0739.See file dsdata.txt to determine how the superseded data were derived.
 MK0739
 MK0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL146636(NAD 83)
 MK0739_MARKER: Z = SEE DESCRIPTION
 MK0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0739_SP_SET: FIRING PIT
 MK0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0739
 MK0739  HISTORY     - Date     Condition        Report By
 MK0739  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0739  HISTORY     - 1960     GOOD             NGS
 MK0739
 MK0739                          STATION DESCRIPTION
 MK0739
 MK0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0739'4 MI SE FROM MEAD.
 MK0739'4 MILES SOUTHEAST THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE
 MK0739'BASE, MISSILE SITE A, (SQUADRON 566-A).  THE MARKS ARE 1 FOOT
 MK0739'SQUARE METAL PLATES ON WHICH THE MISSILE IS MOUNTED AND ARE AT
 MK0739'THE SOUTHEAST, SOUTHWEST, NORTHWEST AND THE NORTHEAST EDGE
 MK0739'OF THE FIRING PIT OF LAUNCHER BUILDING NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0740 ***********************************************************************
 MK0740  DESIGNATION -  A LE 2 SW PLATE
 MK0740  PID         -  MK0740
 MK0740  STATE/COUNTY-  NE/SAUNDERS
 MK0740  USGS QUAD   -  MEAD (1981)
 MK0740
 MK0740                         *CURRENT SURVEY CONTROL
 MK0740  ___________________________________________________________________
 MK0740* NAD 83(1986)-  41 11 44.     (N)    096 26 24.     (W)     SCALED    
 MK0740* NAVD 88     -       358.072  (meters)    1174.77   (feet)  ADJUSTED  
 MK0740  ___________________________________________________________________
 MK0740  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 MK0740  DYNAMIC HT  -         357.911 (meters)    1174.25  (feet)  COMP
 MK0740  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 MK0740
 MK0740  VERT ORDER  -  SECOND    CLASS 0
 MK0740
 MK0740.The horizontal coordinates were scaled from a topographic map and have
 MK0740.an estimated accuracy of +/- 6 seconds.
 MK0740
 MK0740.The orthometric height was determined by differential leveling
 MK0740.and adjusted by the National Geodetic Survey in June 1991..
 MK0740
 MK0740.The geoid height was determined by GEOID03.
 MK0740
 MK0740.The dynamic height is computed by dividing the NAVD 88
 MK0740.geopotential number by the normal gravity value computed on the
 MK0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0740.degrees latitude (g = 980.6199 gals.).
 MK0740
 MK0740.The modeled gravity was interpolated from observed gravity values.
 MK0740
 MK0740;                    North         East    Units  Estimated Accuracy
 MK0740;SPC NE       -   157,390.      798,450.      MT  (+/- 180 meters Scaled)
 MK0740
 MK0740                          SUPERSEDED SURVEY CONTROL
 MK0740
 MK0740  NGVD 29 (??/??/92)  357.944  (m)         1174.35   (f) ADJ UNCH    2 0
 MK0740
 MK0740.Superseded values are not recommended for survey control.
 MK0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0740.See file dsdata.txt to determine how the superseded data were derived.
 MK0740
 MK0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL146636(NAD 83)
 MK0740_MARKER: Z = SEE DESCRIPTION
 MK0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0740_SP_SET: FIRING PIT
 MK0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0740
 MK0740  HISTORY     - Date     Condition        Report By
 MK0740  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0740  HISTORY     - 1960     GOOD             NGS
 MK0740
 MK0740                          STATION DESCRIPTION
 MK0740
 MK0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0740'4 MI SE FROM MEAD.
 MK0740'4 MILES SOUTHEAST THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE
 MK0740'BASE, MISSILE SITE A, (SQUADRON 566-A).  THE MARKS ARE 1 FOOT
 MK0740'SQUARE METAL PLATES ON WHICH THE MISSILE IS MOUNTED AND ARE AT
 MK0740'THE SOUTHEAST, SOUTHWEST, NORTHWEST AND THE NORTHEAST EDGE OF
 MK0740'THE FIRING PIT OF LAUNCHER BUILDING NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0738 ***********************************************************************
 MK0738  DESIGNATION -  A LE 3 N
 MK0738  PID         -  MK0738
 MK0738  STATE/COUNTY-  NE/SAUNDERS
 MK0738  USGS QUAD   -  MEAD (1981)
 MK0738
 MK0738                         *CURRENT SURVEY CONTROL
 MK0738  ___________________________________________________________________
 MK0738* NAD 83(1986)-  41 11 36.     (N)    096 26 15.     (W)     SCALED    
 MK0738* NAVD 88     -       358.453  (meters)    1176.02   (feet)  ADJUSTED  
 MK0738  ___________________________________________________________________
 MK0738  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 MK0738  DYNAMIC HT  -         358.293 (meters)    1175.50  (feet)  COMP
 MK0738  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 MK0738
 MK0738  VERT ORDER  -  SECOND    CLASS 0
 MK0738
 MK0738.The horizontal coordinates were scaled from a topographic map and have
 MK0738.an estimated accuracy of +/- 6 seconds.
 MK0738
 MK0738.The orthometric height was determined by differential leveling
 MK0738.and adjusted by the National Geodetic Survey in June 1991..
 MK0738
 MK0738.The geoid height was determined by GEOID03.
 MK0738
 MK0738.The dynamic height is computed by dividing the NAVD 88
 MK0738.geopotential number by the normal gravity value computed on the
 MK0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0738.degrees latitude (g = 980.6199 gals.).
 MK0738
 MK0738.The modeled gravity was interpolated from observed gravity values.
 MK0738
 MK0738;                    North         East    Units  Estimated Accuracy
 MK0738;SPC NE       -   157,150.      798,670.      MT  (+/- 180 meters Scaled)
 MK0738
 MK0738                          SUPERSEDED SURVEY CONTROL
 MK0738
 MK0738  NGVD 29 (??/??/92)  358.325  (m)         1175.60   (f) ADJ UNCH    2 0
 MK0738
 MK0738.Superseded values are not recommended for survey control.
 MK0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0738.See file dsdata.txt to determine how the superseded data were derived.
 MK0738
 MK0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL148633(NAD 83)
 MK0738_MARKER: Z = SEE DESCRIPTION
 MK0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0738_SP_SET: FIRING PIT
 MK0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0738
 MK0738  HISTORY     - Date     Condition        Report By
 MK0738  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0738  HISTORY     - 1960     GOOD             NGS
 MK0738
 MK0738                          STATION DESCRIPTION
 MK0738
 MK0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0738'4 MI SE FROM MEAD.
 MK0738'4 MILES SOUTHEAST THE STATION IS LOCATED AT OFFUTT AIR FORCE
 MK0738'BASE, MISSILE SITE A, (SQUADRON 566-A).  THE MARK IS A FLAT
 MK0738'TOPPED, UNSTAMPED, BRONZE DISK CEMENTED IN A DRILLHOLE IN THE
 MK0738'FLOOR OF LAUNCHER NO. 3.  THE MARK IS 4 FEET NORTH OF THE FIRING
 MK0738'PIT AND ON THE Y-Y AXIS OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0737 ***********************************************************************
 MK0737  DESIGNATION -  A LE 3 NE PLATE
 MK0737  PID         -  MK0737
 MK0737  STATE/COUNTY-  NE/SAUNDERS
 MK0737  USGS QUAD   -  MEAD (1981)
 MK0737
 MK0737                         *CURRENT SURVEY CONTROL
 MK0737  ___________________________________________________________________
 MK0737* NAD 83(1986)-  41 11 36.     (N)    096 26 16.     (W)     SCALED    
 MK0737* NAVD 88     -       358.448  (meters)    1176.01   (feet)  ADJUSTED  
 MK0737  ___________________________________________________________________
 MK0737  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 MK0737  DYNAMIC HT  -         358.287 (meters)    1175.48  (feet)  COMP
 MK0737  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 MK0737
 MK0737  VERT ORDER  -  SECOND    CLASS 0
 MK0737
 MK0737.The horizontal coordinates were scaled from a topographic map and have
 MK0737.an estimated accuracy of +/- 6 seconds.
 MK0737
 MK0737.The orthometric height was determined by differential leveling
 MK0737.and adjusted by the National Geodetic Survey in June 1991..
 MK0737
 MK0737.The geoid height was determined by GEOID03.
 MK0737
 MK0737.The dynamic height is computed by dividing the NAVD 88
 MK0737.geopotential number by the normal gravity value computed on the
 MK0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0737.degrees latitude (g = 980.6199 gals.).
 MK0737
 MK0737.The modeled gravity was interpolated from observed gravity values.
 MK0737
 MK0737;                    North         East    Units  Estimated Accuracy
 MK0737;SPC NE       -   157,150.      798,650.      MT  (+/- 180 meters Scaled)
 MK0737
 MK0737                          SUPERSEDED SURVEY CONTROL
 MK0737
 MK0737  NGVD 29 (??/??/92)  358.320  (m)         1175.59   (f) ADJ UNCH    2 0
 MK0737
 MK0737.Superseded values are not recommended for survey control.
 MK0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0737.See file dsdata.txt to determine how the superseded data were derived.
 MK0737
 MK0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL148633(NAD 83)
 MK0737_MARKER: Z = SEE DESCRIPTION
 MK0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0737_SP_SET: FIRING PIT
 MK0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0737
 MK0737  HISTORY     - Date     Condition        Report By
 MK0737  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0737  HISTORY     - 1960     GOOD             NGS
 MK0737
 MK0737                          STATION DESCRIPTION
 MK0737
 MK0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0737'4 MI SE FROM MEAD.
 MK0737'4 MILES SOUTHEAST THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE
 MK0737'BASE, MISSILE SITE A, (SQUADRON 566-A).  THE MARKS ARE 1 FOOT
 MK0737'SQUARE METAL PLATES ON WHICH THE MISSILE IS MOUNTED AND ARE AT
 MK0737'THE SOUTHEAST, SOUTHWEST, NORTHWEST, AND NORTHEAST EDGE OF THE
 MK0737'FIRING PIT OF LAUNCHER BUILDING NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0736 ***********************************************************************
 MK0736  DESIGNATION -  A LE 3 NW PLATE
 MK0736  PID         -  MK0736
 MK0736  STATE/COUNTY-  NE/SAUNDERS
 MK0736  USGS QUAD   -  MEAD (1981)
 MK0736
 MK0736                         *CURRENT SURVEY CONTROL
 MK0736  ___________________________________________________________________
 MK0736* NAD 83(1986)-  41 11 36.     (N)    096 26 16.     (W)     SCALED    
 MK0736* NAVD 88     -       358.450  (meters)    1176.01   (feet)  ADJUSTED  
 MK0736  ___________________________________________________________________
 MK0736  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 MK0736  DYNAMIC HT  -         358.289 (meters)    1175.49  (feet)  COMP
 MK0736  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 MK0736
 MK0736  VERT ORDER  -  SECOND    CLASS 0
 MK0736
 MK0736.The horizontal coordinates were scaled from a topographic map and have
 MK0736.an estimated accuracy of +/- 6 seconds.
 MK0736
 MK0736.The orthometric height was determined by differential leveling
 MK0736.and adjusted by the National Geodetic Survey in June 1991..
 MK0736
 MK0736.The geoid height was determined by GEOID03.
 MK0736
 MK0736.The dynamic height is computed by dividing the NAVD 88
 MK0736.geopotential number by the normal gravity value computed on the
 MK0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0736.degrees latitude (g = 980.6199 gals.).
 MK0736
 MK0736.The modeled gravity was interpolated from observed gravity values.
 MK0736
 MK0736;                    North         East    Units  Estimated Accuracy
 MK0736;SPC NE       -   157,150.      798,650.      MT  (+/- 180 meters Scaled)
 MK0736
 MK0736                          SUPERSEDED SURVEY CONTROL
 MK0736
 MK0736  NGVD 29 (??/??/92)  358.322  (m)         1175.59   (f) ADJ UNCH    2 0
 MK0736
 MK0736.Superseded values are not recommended for survey control.
 MK0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0736.See file dsdata.txt to determine how the superseded data were derived.
 MK0736
 MK0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL148633(NAD 83)
 MK0736_MARKER: Z = SEE DESCRIPTION
 MK0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0736_SP_SET: FIRING PIT
 MK0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0736
 MK0736  HISTORY     - Date     Condition        Report By
 MK0736  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0736  HISTORY     - 1960     GOOD             NGS
 MK0736
 MK0736                          STATION DESCRIPTION
 MK0736
 MK0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0736'4 MI SE FROM MEAD.
 MK0736'4 MILES SOUTHEAST THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE
 MK0736'BASE, MISSILE SITE A, (SQUADRON 566-A).  THE MARKS ARE 1 FOOT
 MK0736'SQUARE METAL PLATES ON WHICH THE MISSILE IS MOUNTED AND ARE AT
 MK0736'THE SOUTHEAST, SOUTHWEST, NORTHWEST, AND NORTHEAST EDGE OF THE
 MK0736'FIRING PIT OF LAUNCHER BUILDING NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0746 ***********************************************************************
 MK0746  DESIGNATION -  A LE 3 S
 MK0746  PID         -  MK0746
 MK0746  STATE/COUNTY-  NE/SAUNDERS
 MK0746  USGS QUAD   -  MEAD (1981)
 MK0746
 MK0746                         *CURRENT SURVEY CONTROL
 MK0746  ___________________________________________________________________
 MK0746* NAD 83(1986)-  41 11 36.     (N)    096 26 15.     (W)     SCALED    
 MK0746* NAVD 88     -       358.456  (meters)    1176.03   (feet)  ADJUSTED  
 MK0746  ___________________________________________________________________
 MK0746  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 MK0746  DYNAMIC HT  -         358.296 (meters)    1175.51  (feet)  COMP
 MK0746  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 MK0746
 MK0746  VERT ORDER  -  SECOND    CLASS 0
 MK0746
 MK0746.The horizontal coordinates were scaled from a topographic map and have
 MK0746.an estimated accuracy of +/- 6 seconds.
 MK0746
 MK0746.The orthometric height was determined by differential leveling
 MK0746.and adjusted by the National Geodetic Survey in June 1991..
 MK0746
 MK0746.The geoid height was determined by GEOID03.
 MK0746
 MK0746.The dynamic height is computed by dividing the NAVD 88
 MK0746.geopotential number by the normal gravity value computed on the
 MK0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0746.degrees latitude (g = 980.6199 gals.).
 MK0746
 MK0746.The modeled gravity was interpolated from observed gravity values.
 MK0746
 MK0746;                    North         East    Units  Estimated Accuracy
 MK0746;SPC NE       -   157,150.      798,670.      MT  (+/- 180 meters Scaled)
 MK0746
 MK0746                          SUPERSEDED SURVEY CONTROL
 MK0746
 MK0746  NGVD 29 (??/??/92)  358.329  (m)         1175.62   (f) ADJ UNCH    2 0
 MK0746
 MK0746.Superseded values are not recommended for survey control.
 MK0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0746.See file dsdata.txt to determine how the superseded data were derived.
 MK0746
 MK0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL148633(NAD 83)
 MK0746_MARKER: Z = SEE DESCRIPTION
 MK0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0746_SP_SET: LAUNCHER
 MK0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0746
 MK0746  HISTORY     - Date     Condition        Report By
 MK0746  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0746  HISTORY     - 1960     GOOD             NGS
 MK0746
 MK0746                          STATION DESCRIPTION
 MK0746
 MK0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0746'4 MI SE FROM MEAD.
 MK0746'THE STATION IS LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE A,
 MK0746'(SQUADRON 566-A).  THE MARK IS A FLAT TOPPED, UNSTAMPED, BRONZE
 MK0746'DISK CEMENTED IN A DRILLHOLE IN THE FLOOR OF LAUNCHER NO. 3.
 MK0746'THE MARK IS 4 FEET SOUTH OF THE FIRING PIT AND ON THE Y-Y AXIS
 MK0746'OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0734 ***********************************************************************
 MK0734  DESIGNATION -  A LE 3 SE PLATE
 MK0734  PID         -  MK0734
 MK0734  STATE/COUNTY-  NE/SAUNDERS
 MK0734  USGS QUAD   -  MEAD (1981)
 MK0734
 MK0734                         *CURRENT SURVEY CONTROL
 MK0734  ___________________________________________________________________
 MK0734* NAD 83(1986)-  41 11 36.     (N)    096 26 16.     (W)     SCALED    
 MK0734* NAVD 88     -       358.449  (meters)    1176.01   (feet)  ADJUSTED  
 MK0734  ___________________________________________________________________
 MK0734  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 MK0734  DYNAMIC HT  -         358.289 (meters)    1175.49  (feet)  COMP
 MK0734  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 MK0734
 MK0734  VERT ORDER  -  SECOND    CLASS 0
 MK0734
 MK0734.The horizontal coordinates were scaled from a topographic map and have
 MK0734.an estimated accuracy of +/- 6 seconds.
 MK0734
 MK0734.The orthometric height was determined by differential leveling
 MK0734.and adjusted by the National Geodetic Survey in June 1991..
 MK0734
 MK0734.The geoid height was determined by GEOID03.
 MK0734
 MK0734.The dynamic height is computed by dividing the NAVD 88
 MK0734.geopotential number by the normal gravity value computed on the
 MK0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0734.degrees latitude (g = 980.6199 gals.).
 MK0734
 MK0734.The modeled gravity was interpolated from observed gravity values.
 MK0734
 MK0734;                    North         East    Units  Estimated Accuracy
 MK0734;SPC NE       -   157,150.      798,650.      MT  (+/- 180 meters Scaled)
 MK0734
 MK0734                          SUPERSEDED SURVEY CONTROL
 MK0734
 MK0734  NGVD 29 (??/??/92)  358.322  (m)         1175.59   (f) ADJ UNCH    2 0
 MK0734
 MK0734.Superseded values are not recommended for survey control.
 MK0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0734.See file dsdata.txt to determine how the superseded data were derived.
 MK0734
 MK0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL148633(NAD 83)
 MK0734_MARKER: Z = SEE DESCRIPTION
 MK0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0734_SP_SET: FIRING PIT
 MK0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0734
 MK0734  HISTORY     - Date     Condition        Report By
 MK0734  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0734  HISTORY     - 1960     GOOD             NGS
 MK0734
 MK0734                          STATION DESCRIPTION
 MK0734
 MK0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0734'4 MI SE FROM MEAD.
 MK0734'THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE
 MK0734'A, (SQUADRON 566-A).  THE MARKS ARE 1 FOOT SQUARE METAL PLATES
 MK0734'ON WHICH THE MISSILE IS MOUNTED AND ARE AT THE SOUTHEAST,
 MK0734'SOUTHWEST, NORTHWEST, AND NORTHEAST EDGE OF THE FIRING PIT OF
 MK0734'LAUNCHER BUILDING NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0735 ***********************************************************************
 MK0735  DESIGNATION -  A LE 3 SW PLATE
 MK0735  PID         -  MK0735
 MK0735  STATE/COUNTY-  NE/SAUNDERS
 MK0735  USGS QUAD   -  MEAD (1981)
 MK0735
 MK0735                         *CURRENT SURVEY CONTROL
 MK0735  ___________________________________________________________________
 MK0735* NAD 83(1986)-  41 11 36.     (N)    096 26 16.     (W)     SCALED    
 MK0735* NAVD 88     -       358.451  (meters)    1176.02   (feet)  ADJUSTED  
 MK0735  ___________________________________________________________________
 MK0735  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 MK0735  DYNAMIC HT  -         358.291 (meters)    1175.49  (feet)  COMP
 MK0735  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 MK0735
 MK0735  VERT ORDER  -  SECOND    CLASS 0
 MK0735
 MK0735.The horizontal coordinates were scaled from a topographic map and have
 MK0735.an estimated accuracy of +/- 6 seconds.
 MK0735
 MK0735.The orthometric height was determined by differential leveling
 MK0735.and adjusted by the National Geodetic Survey in June 1991..
 MK0735
 MK0735.The geoid height was determined by GEOID03.
 MK0735
 MK0735.The dynamic height is computed by dividing the NAVD 88
 MK0735.geopotential number by the normal gravity value computed on the
 MK0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0735.degrees latitude (g = 980.6199 gals.).
 MK0735
 MK0735.The modeled gravity was interpolated from observed gravity values.
 MK0735
 MK0735;                    North         East    Units  Estimated Accuracy
 MK0735;SPC NE       -   157,150.      798,650.      MT  (+/- 180 meters Scaled)
 MK0735
 MK0735                          SUPERSEDED SURVEY CONTROL
 MK0735
 MK0735  NGVD 29 (??/??/92)  358.324  (m)         1175.60   (f) ADJ UNCH    2 0
 MK0735
 MK0735.Superseded values are not recommended for survey control.
 MK0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0735.See file dsdata.txt to determine how the superseded data were derived.
 MK0735
 MK0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL148633(NAD 83)
 MK0735_MARKER: Z = SEE DESCRIPTION
 MK0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0735_SP_SET: FIRING PIT
 MK0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0735
 MK0735  HISTORY     - Date     Condition        Report By
 MK0735  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0735  HISTORY     - 1960     GOOD             NGS
 MK0735
 MK0735                          STATION DESCRIPTION
 MK0735
 MK0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0735'4 MI SE FROM MEAD.
 MK0735'4 MILES SOUTHEAST THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE
 MK0735'BASE, MISSILE SITE A, (SQUARDRON 566-A).  THE MARKS ARE 1 FOOT
 MK0735'SQUARE METAL PLATES ON WHICH THE MISSILE IS MOUNTED AND ARE AT
 MK0735'THE SOUTHEAST, SOUTHWEST, NORTHWEST, AND NORTHEAST EDGE OF THE
 MK0735'FIRING PIT OF LAUNCHER BUILDING NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0431 ***********************************************************************
 ML0431  DESIGNATION -  AA 282
 ML0431  PID         -  ML0431
 ML0431  STATE/COUNTY-  NE/HOWARD
 ML0431  USGS QUAD   -  BOELUS (1978)
 ML0431
 ML0431                         *CURRENT SURVEY CONTROL
 ML0431  ___________________________________________________________________
 ML0431* NAD 83(1986)-  41 04 33.     (N)    098 38 43.     (W)     SCALED    
 ML0431* NAVD 88     -       587.162  (meters)    1926.38   (feet)  ADJUSTED  
 ML0431  ___________________________________________________________________
 ML0431  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 ML0431  DYNAMIC HT  -         586.864 (meters)    1925.40  (feet)  COMP
 ML0431  MODELED GRAV-     980,097.9   (mgal)                       NAVD 88
 ML0431
 ML0431  VERT ORDER  -  SECOND    CLASS 0
 ML0431
 ML0431.The horizontal coordinates were scaled from a topographic map and have
 ML0431.an estimated accuracy of +/- 6 seconds.
 ML0431
 ML0431.The orthometric height was determined by differential leveling
 ML0431.and adjusted by the National Geodetic Survey in June 1991..
 ML0431
 ML0431.The geoid height was determined by GEOID03.
 ML0431
 ML0431.The dynamic height is computed by dividing the NAVD 88
 ML0431.geopotential number by the normal gravity value computed on the
 ML0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0431.degrees latitude (g = 980.6199 gals.).
 ML0431
 ML0431.The modeled gravity was interpolated from observed gravity values.
 ML0431
 ML0431;                    North         East    Units  Estimated Accuracy
 ML0431;SPC NE       -   138,840.      613,810.      MT  (+/- 180 meters Scaled)
 ML0431
 ML0431                          SUPERSEDED SURVEY CONTROL
 ML0431
 ML0431  NGVD 29 (??/??/92)  586.927  (m)         1925.61   (f) ADJ UNCH    2 0
 ML0431
 ML0431.Superseded values are not recommended for survey control.
 ML0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0431.See file dsdata.txt to determine how the superseded data were derived.
 ML0431
 ML0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL297472(NAD 83)
 ML0431_MARKER: DB = BENCH MARK DISK
 ML0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0431_STAMPING: AA 282 1949
 ML0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0431+STABILITY: SURFACE MOTION
 ML0431
 ML0431  HISTORY     - Date     Condition        Report By
 ML0431  HISTORY     - 1949     MONUMENTED       BOR
 ML0431  HISTORY     - 1949     GOOD             NGS
 ML0431
 ML0431                          STATION DESCRIPTION
 ML0431
 ML0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0431'3.7 MI E FROM BOELUS.
 ML0431'3.7 MILES EAST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0431'RAILROAD STATION AT BOELUS, AT A T-ROAD LEADING SOUTH TO A
 ML0431'FARMHOUSE, 0.5 FOOT NORTH OF A FENCE LINE, 30.5 FEET SOUTH OF THE
 ML0431'CENTER LINE OF STATE HIGHWAY NO. 58, 148 FEET EAST FROM THE
 ML0431'CENTER LINE OF T-ROAD LEADING SOUTH AND 2 FEET EAST OF A
 ML0431'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 ML0431'0.4 FOOT ABOVE THE GROUND.  MARK APPEARS TO BE STABLE.  DISK
 ML0431'STAMPED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0747 ***********************************************************************
 NN0747  DESIGNATION -  ABBOTT
 NN0747  PID         -  NN0747
 NN0747  STATE/COUNTY-  NE/GARFIELD
 NN0747  USGS QUAD   -  ABBOTT RANCH (1981)
 NN0747
 NN0747                         *CURRENT SURVEY CONTROL
 NN0747  ___________________________________________________________________
 NN0747* NAD 83(1995)-  42 02 50.74181(N)    099 05 08.33676(W)     ADJUSTED  
 NN0747* NAVD 88     -       746.     (meters)    2448.     (feet)  VERTCON   
 NN0747  ___________________________________________________________________
 NN0747  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 NN0747  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 NN0747
 NN0747  HORZ ORDER  -  FIRST
 NN0747
 NN0747.The horizontal coordinates were established by classical geodetic methods
 NN0747.and adjusted by the National Geodetic Survey in August 1997..
 NN0747
 NN0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0747
 NN0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0747
 NN0747.The geoid height was determined by GEOID03.
 NN0747
 NN0747;                    North         East     Units Scale Factor Converg.
 NN0747;SPC NE       -   246,224.600   575,674.512   MT  0.99970321   +0 36 21.4
 NN0747;UTM  14      - 4,655,045.702   492,912.015   MT  0.99960062   -0 03 26.5
 NN0747
 NN0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0747!SPC NE       -   0.99988663  x   0.99970321  =   0.99958987
 NN0747!UTM  14      -   0.99988663  x   0.99960062  =   0.99948729
 NN0747
 NN0747:                Primary Azimuth Mark                     Grid Az
 NN0747:SPC NE       -  ABBOTT AZ MK                             044 16 08.2
 NN0747:UTM  14      -  ABBOTT AZ MK                             044 55 56.1
 NN0747
 NN0747|---------------------------------------------------------------------|
 NN0747| PID    Reference Object                     Distance      Geod. Az  |
 NN0747|                                                           dddmmss.s |
 NN0747| CO2035 ABBOTT AZ MK                                       0445229.6 |
 NN0747| CO2037 ABBOTT RM 2                                        09133     |
 NN0747| CO2038 ABBOTT RM 3                          16.090 METERS 31112     |
 NN0747| CO2036 ABBOTT RM 1                          17.420 METERS 35916     |
 NN0747|---------------------------------------------------------------------|
 NN0747
 NN0747                          SUPERSEDED SURVEY CONTROL
 NN0747
 NN0747  NAD 83(1986)-  42 02 50.74614(N)    099 05 08.34683(W) AD(       ) 1
 NN0747  NAD 27      -  42 02 50.73100(N)    099 05 06.97800(W) AD(       ) 1
 NN0747  NGVD 29 (07/19/86)  746.     (m)         2448.     (f) VERT ANG       
 NN0747
 NN0747.Superseded values are not recommended for survey control.
 NN0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0747.See file dsdata.txt to determine how the superseded data were derived.
 NN0747
 NN0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM9291255046(NAD 83)
 NN0747_MARKER: DS = TRIANGULATION STATION DISK
 NN0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0747
 NN0747  HISTORY     - Date     Condition        Report By
 NN0747  HISTORY     - 1949     MONUMENTED       CGS
 NN0747  HISTORY     - 1973     GOOD             NGS
 NN0747
 NN0747                          STATION DESCRIPTION
 NN0747
 NN0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0747'THE STATION IS LOCATED ABOUT 18.5 MILES NORTH AND 2.5 MILES EAST
 NN0747'OF BURWELL, 13 MILES SOUTH AND 9 MILES WEST OF AMELIA, 0.75
 NN0747'MILE WEST OF STATE HIGHWAY NO. 11, AND 4 FEET SOUTH OF A WITNESS
 NN0747'POST.  IT IS ON THE SUMMIT OF A PROMINENT SAND HILL, OVERLOOKING
 NN0747'THE VALLEY TO THE NORTH AND EAST.  IT PROJECTS 3 INCHES AND IS
 NN0747'STAMPED, ABBOTT 1949.
 NN0747'
 NN0747'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE HILL AND IS
 NN0747'ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NN0747'3 INCHES AND IS STAMPED, ABBOTT NO 1 1949.
 NN0747'
 NN0747'REFERENCE MARK NO. 2 IS IN A SMALL SADDLE BETWEEN TWO LOWER
 NN0747'HILLS EAST OF THE STATION.  IT IS ABOUT 12 FEET BELOW THE
 NN0747'ELEVATION OF THE STATION, PROJECTS 4 INCHES AND IS STAMPED,
 NN0747'ABBOTT NO 2 1949.
 NN0747'
 NN0747'AZIMUTH MARK IS 110.0 FEET WEST OF THE CENTER OF STATE HIGHWAY
 NN0747'NO. 11, 65.5 FEET WEST OF A FENCE CORNER, 36.0 FEET SOUTH OF
 NN0747'THE CENTER OF A GRADED ROAD, 2.3 FEET EAST OF A WITNESS POST,
 NN0747'AND 1.5 FEET NORTH OF A FENCE.  IT PROJECTS 2 INCHES AND IS
 NN0747'STAMPED, ABBOTT 1949.
 NN0747'
 NN0747'TO REACH THE STATION FROM THE POST OFFICE IN BURWELL, GO NORTH
 NN0747'0.05 MILE, TURN RIGHT AND GO EAST 0.4 MILE TO STATE HIGHWAYS
 NN0747'NO. 11 AND NO. 53, TURN LEFT AND GO NORTH FOR 0.4 MILE TO JUNCTION
 NN0747'OF STATE HIGHWAYS NO. 11 AND NO. 53, CONTINUE STRAIGHT AHEAD
 NN0747'NORTH ON STATE HIGHWAY NO. 11 FOR 21.4 MILES TO A SIDE ROAD LEFT
 NN0747'AND KELLY WELL STORE ON THE LEFT.  AZIMUTH MARK IS ON THE LEFT
 NN0747'AS DESCRIBED ABOVE.  TURN LEFT AND GO WEST ON GRADED ROAD FOR
 NN0747'0.5 MILE TO A WIRE GATE ON THE RIGHT AND ONE ON THE LEFT OF
 NN0747'THE ROAD, TURN LEFT THROUGH WIRE GATE AND FOLLOW TRACK ROAD
 NN0747'SOUTH-SOUTHWEST, TOWARD HIGHEST POINT, FOR 0.65 MILE TO TWO
 NN0747'WIRE GATES AT THE NORTHEAST CORNER OF A SMALL GROVE OF
 NN0747'COTTONWOOD TREES, STATION IS ABOUT 0.35 MILE
 NN0747'SOUTH-SOUTHWEST OF THIS POINT.  GO THROUGH THE WEST GATE
 NN0747'AND TURN RIGHT AND GO WESTERLY ON TRACK ROAD FOR 0.3 MILE,
 NN0747'TURN LEFT AND GO SOUTH-SOUTHEAST FOR ABOUT 0.4 MILE TO THE
 NN0747'HIGHEST POINT AND STATION.
 NN0747'
 NN0747'A 4 FOOT SIGNAL AT GRANT, KOLA, SWAN, HOLT, CHAIN, BALLAGH, AND
 NN0747'BURWELL (USGS) ARE VISIBLE AT 4 FEET.
 NN0747'
 NN0747'A 47 FOOT SIGNAL AT JOSIE AND DUMAS ARE VISIBLE AT 4 FEET.
 NN0747'
 NN0747'A 74 FOOT SIGNAL AT AMELIA IS VISIBLE AT 4 FEET.
 NN0747'
 NN0747'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 NN0747
 NN0747                          STATION RECOVERY (1973)
 NN0747
 NN0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 NN0747'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 NN0747'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS PROJECTING
 NN0747'ABOUT 2 FEET ABOVE GROUND SURFACE, DUE TO THE BLOWING AWAY OF
 NN0747'SAND.  THE DIRECTIONS TO REFERENCE MARKS 1, 2 AND THE AZIMUTH
 NN0747'MARK COMPARED FAVORBLY WITH THE 1949 OBSERVATIONS.  THE DISTANCE
 NN0747'TO REFERENCE MARK 1 COMPARED, BUT A LONGER MEASUREMENT OF 0.118
 NN0747'METER TO REFERENCE MARK 2 WAS NOTED AND VERFIED.  AT THIS
 NN0747'TIME A NEW REFERENCE MARK 3 WAS ESTABLISHED.
 NN0747'
 NN0747'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 NN0747'
 NN0747'STATION IS LOCATED ABOUT 30 MILES NORTH-NORTHWEST OF BARTLETT,
 NN0747'24 MILES NORTHEAST OF TAYLOR, 19 MILES NORTH OF BURWELL AND ON
 NN0747'THE HIGHEST PROMINENT SAND HILL IN AREA.  IT IS ON THE PROPERTY
 NN0747'OF MRS. CLAIR ABBOTT.
 NN0747'
 NN0747'TO REACH FROM THE POST OFFICE IN BURWELL, GO NORTH ON A PAVED
 NN0747'STREET FOR 0.05 MILE TO GRAND AVENUE.  TURN RIGHT AND GO WEST
 NN0747'ON GRAND AVENUE 0.5 MILE TO A T-ROAD, STATE HIGHWAYS 11 AND 91.
 NN0747'TURN LEFT AND GO NORTH THEN EAST ON STATE HIGHWAYS 11 AND 91
 NN0747'FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAYS 11 AND 91.
 NN0747'TURN LEFT AND GO NORTH ON STATE 11 FOR 18.9 MILES TO A SIDE ROAD
 NN0747'RIGHT AND SIGN VERNON LOWERY 5 MILES.  CONTINUE NORTH ON STATE
 NN0747'HIGHWAY 11 FOR 1.1 MILES TO A SIDE OILED ROAD LEFT.  TURN LEFT
 NN0747'AND GO FOR ABOUT 100 FEET TO THE AZIMUTH MARK ON LEFT.
 NN0747'CONTINUE WEST ON THE OILED ROAD FOR 0.5 MILE TO GATE ON THE
 NN0747'LEFT.  PASS THROUGH GATE AND GO SOUTHWEST ACROSS THE PASTURE
 NN0747'FOR 0.8 MILE TO A WINDMILL AND FENCE LINE.  TURN LEFT AND GO
 NN0747'SOUTHEAST UP THE RIDGE FOR 0.6 MILE TO THE HIGHEST POINT AND
 NN0747'STATION AS DESCRIBED.
 NN0747'
 NN0747'STATION MARK IS A STANDARD DISK STAMPED ABBOTT 1949, SET IN THE
 NN0747'TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10
 NN0747'INCHES ABOVE GROUND SURFACE.  IT IS 3 FEET SOUTH OF A 4 X 4
 NN0747'WITNESS POST.
 NN0747'
 NN0747'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ABBOTT NO 1 1949,
 NN0747'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NN0747'24 INCHES ABOVE GROUND SURFACE.  IT IS 54 FEET NORTH OF A
 NN0747'4 X 4-INCH WITNESS POST.
 NN0747'
 NN0747'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ABBOTT NO 2 1949,
 NN0747'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NN0747'PROJECTS 8 INCHES ABOVE GROUND SURFACE.  IT IS ABOUT 122 FEET
 NN0747'EAST OF A 4 X 4-INCH WITNESS POST AND APPROXIMATELY 10 FEET
 NN0747'LOWER IN ELEVATION THAN THE STATION.
 NN0747'
 NN0747'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ABBOTT 1949 NO 3
 NN0747'1973, SET IN A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 NN0747'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET WEST OF
 NN0747'THE 4 X 4-INCH WITNESS POST AND ABOUT 3 FEET LOWER THAN STATION.
 NN0747'
 NN0747'AZIMUTH MARK IS A STANDARD DISK STAMPED ABBOTT 1949, SET IN
 NN0747'A 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 NN0747'GROUND SURFACE.  IT IS 37.5 FEET SOUTH OF CENTER OF THE OILED
 NN0747'ROAD, 24.5 FEET WEST OF A POWER POLE AND 3 FEET EAST OF A METAL
 NN0747'WITNESS POST WITH SIGN ATTACHED.
 NN0747'
 NN0747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES
 NN0747'NORTH OF BURWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1523 ***********************************************************************
 LH1523  DESIGNATION -  ABBOTT AZ MK 2
 LH1523  PID         -  LH1523
 LH1523  STATE/COUNTY-  NE/HALL
 LH1523  USGS QUAD   -  ABBOTT (1993)
 LH1523
 LH1523                         *CURRENT SURVEY CONTROL
 LH1523  ___________________________________________________________________
 LH1523* NAD 83(1995)-  40 57 29.92296(N)    098 26 09.85308(W)     ADJUSTED  
 LH1523* NAVD 88     -       574.     (meters)    1883.     (feet)  SCALED    
 LH1523  ___________________________________________________________________
 LH1523  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 LH1523  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 LH1523
 LH1523  HORZ ORDER  -  THIRD
 LH1523
 LH1523.The horizontal coordinates were established by classical geodetic methods
 LH1523.and adjusted by the National Geodetic Survey in August 1997..
 LH1523
 LH1523.The orthometric height was scaled from a topographic map.
 LH1523
 LH1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1523
 LH1523.The geoid height was determined by GEOID03.
 LH1523
 LH1523;                    North         East     Units Scale Factor Converg.
 LH1523;SPC NE       -   126,093.136   631,618.228   MT  0.99970395   +1 02 11.1
 LH1523;UTM  14      - 4,534,282.403   547,457.330   MT  0.99962772   +0 22 10.8
 LH1523
 LH1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1523!SPC NE       -   0.99991382  x   0.99970395  =   0.99961779
 LH1523!UTM  14      -   0.99991382  x   0.99962772  =   0.99954157
 LH1523
 LH1523                          SUPERSEDED SURVEY CONTROL
 LH1523
 LH1523  NAD 83(1986)-  40 57 29.93021(N)    098 26 09.85427(W) AD(       ) 3
 LH1523
 LH1523.Superseded values are not recommended for survey control.
 LH1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1523.See file dsdata.txt to determine how the superseded data were derived.
 LH1523
 LH1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4745734282(NAD 83)
 LH1523_MARKER: DZ = AZIMUTH MARK DISK
 LH1523_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH1523_SP_SET: BRIDGE ABUTMENT
 LH1523_STAMPING: ABBOTT 1950 NO 2 1984
 LH1523_MARK LOGO: NGS   
 LH1523_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1523+STABILITY: SURFACE MOTION
 LH1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1523+SATELLITE: SATELLITE OBSERVATIONS - 1984
 LH1523
 LH1523  HISTORY     - Date     Condition        Report By
 LH1523  HISTORY     - 1984     MONUMENTED       NGS
 LH1523
 LH1523                          STATION DESCRIPTION
 LH1523
 LH1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LH1523'THE STATION IS LOCATED ABOUT 8 KM (5.0 MI) WEST FROM GRAND ISLAND,
 LH1523'0.72 KM (0.45 MI) SOUTH FROM STATE HIGHWAY 2 AND CEMENTED INTO A
 LH1523'DRILLED HOLE IN THE EAST END OF THE NORTH ABUTMENT OF A BRIDGE OVER A
 LH1523'SMALL STREAM.
 LH1523'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 WITH STATE HIGHWAY 2,
 LH1523'IN THE NORTHWEST PART OF GRAND ISLAND, GO WEST-NORTHWEST ON HIGHWAY 2
 LH1523'FOR 4.67 KM (2.90 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A
 LH1523'GRADED ROAD FOR 0.72 KM (0.45 MI) TO THE STATION ON THE LEFT, AT THE
 LH1523'NORTHEAST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1524 ***********************************************************************
 LH1524  DESIGNATION -  ABBOTT RESET
 LH1524  PID         -  LH1524
 LH1524  STATE/COUNTY-  NE/HALL
 LH1524  USGS QUAD   -  ABBOTT (1993)
 LH1524
 LH1524                         *CURRENT SURVEY CONTROL
 LH1524  ___________________________________________________________________
 LH1524* NAD 83(1995)-  40 56 44.82458(N)    098 26 08.26654(W)     ADJUSTED  
 LH1524* NAVD 88     -       576.     (meters)    1890.     (feet)  SCALED    
 LH1524  ___________________________________________________________________
 LH1524  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 LH1524  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 LH1524
 LH1524  HORZ ORDER  -  SECOND
 LH1524
 LH1524.The horizontal coordinates were established by classical geodetic methods
 LH1524.and adjusted by the National Geodetic Survey in August 1997..
 LH1524
 LH1524.The orthometric height was scaled from a topographic map.
 LH1524
 LH1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1524
 LH1524.The geoid height was determined by GEOID03.
 LH1524
 LH1524;                    North         East     Units Scale Factor Converg.
 LH1524;SPC NE       -   124,703.248   631,680.476   MT  0.99970604   +1 02 12.1
 LH1524;UTM  14      - 4,532,891.992   547,503.396   MT  0.99962777   +0 22 11.5
 LH1524
 LH1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1524!SPC NE       -   0.99991352  x   0.99970604  =   0.99961959
 LH1524!UTM  14      -   0.99991352  x   0.99962777  =   0.99954133
 LH1524
 LH1524|---------------------------------------------------------------------|
 LH1524| PID    Reference Object                     Distance      Geod. Az  |
 LH1524|                                                           dddmmss.s |
 LH1524| LH1552 ABBOTT RM 1                          24.009 METERS 00454     |
 LH1524| LH1551 ABBOTT AZ MK                                       0874642.8 |
 LH1524| LH1154 GRAND IS CONSUM COOP RAD MAST       APPROX. 5.2 KM 1082539.8 |
 LH1524| LH1156 GRAND IS NEBR ST PATROL MAST        APPROX. 5.4 KM 1184850.9 |
 LH1524| LH1157 CORNHUSKER ORD PLANT WATER TK       APPROX. 4.6 KM 2325531.1 |
 LH1524| LH1553 ABBOTT RM 2                          19.715 METERS 27211     |
 LH1524| LH1523 ABBOTT AZ MK 2                      APPROX. 1.4 KM 3582820.4 |
 LH1524|---------------------------------------------------------------------|
 LH1524
 LH1524                          SUPERSEDED SURVEY CONTROL
 LH1524
 LH1524  NAD 83(1986)-  40 56 44.83180(N)    098 26 08.26860(W) AD(       ) 2
 LH1524  NAD 27      -  40 56 44.79100(N)    098 26 07.03300(W) AD(       ) 2
 LH1524
 LH1524.Superseded values are not recommended for survey control.
 LH1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1524.See file dsdata.txt to determine how the superseded data were derived.
 LH1524
 LH1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4750332892(NAD 83)
 LH1524_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1524_SP_SET: CONCRETE POST
 LH1524_STAMPING: ABBOTT 1950 1984
 LH1524_MARK LOGO: NGS   
 LH1524_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1524+STABILITY: SURFACE MOTION
 LH1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1524+SATELLITE: SATELLITE OBSERVATIONS - 1984
 LH1524
 LH1524  HISTORY     - Date     Condition        Report By
 LH1524  HISTORY     - 1984     MONUMENTED       NGS
 LH1524
 LH1524                          STATION DESCRIPTION
 LH1524
 LH1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LH1524'THE STATION IS LOCATED ABOUT 20.2 KM (12.6 MI) NORTH-NORTHWEST FROM
 LH1524'DONIPHAN, 8.0 KM (5.0 MI) WEST FROM GRAND ISLAND, 1.6 KM (1.0 MI)
 LH1524'SOUTHWEST FROM STATE HIGHWAY 2 AND IN THE SOUTHEAST ANGLE OF A COUNTY
 LH1524'ROAD INTERSECTION ON ROAD RIGHT-OF-WAY.
 LH1524'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 2, IN
 LH1524'THE NORTHWEST PART OF GRAND ISLAND, GO WEST-NORTHWEST ON HIGHWAY 2
 LH1524'FOR 4.67 KM (2.90 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 LH1524'GRADED COUNTY ROAD FOR 0.72 KM (0.45 MI) TO THE AZIMUTH MARK 2 ON THE
 LH1524'LEFT AND IN THE EAST END OF THE NORTH ABUTMENT OF A BRIDGE OVER A
 LH1524'SMALL STREAM. CONTINUE SOUTH ON THE GRADED ROAD FOR 1.39 KM
 LH1524'(0.86 MI) TO A CROSSROAD AND THE STATION.
 LH1524'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1524'FLUSH WITH THE GROUND.  THE UNDERGROUND DISK IS SET INTO AN IRREGULAR
 LH1524'MASS OF CONCRETE THAT IS 1.1 M (3.6 FT) BELOW THE GROUND SURFACE.
 LH1524'THE MARKS ARE 14.95 M (49.05 FT) SOUTH FROM THE CENTERLINE OF THE
 LH1524'CENTERLINE OF THE EAST/WEST ROAD, 9.60 M (31.50 FT) EAST FROM THE
 LH1524'CENTERLINE OF THE NORTH/SOUTH ROAD, 3.29 M (10.79 FT) SOUTH FROM A
 LH1524'FENCE CORNER, 0.46 M (1.51 FT) WEST FROM A FENCE 0.61 M (2.00 FT)
 LH1524'NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1905 ***********************************************************************
 MK1905  DESIGNATION -  ADAM
 MK1905  PID         -  MK1905
 MK1905  STATE/COUNTY-  NE/PLATTE
 MK1905  USGS QUAD   -  DUNCAN (1976)
 MK1905
 MK1905                         *CURRENT SURVEY CONTROL
 MK1905  ___________________________________________________________________
 MK1905* NAD 83(1995)-  41 24 37.94635(N)    097 29 49.59692(W)     ADJUSTED  
 MK1905* NAVD 88     -       483.     (meters)    1585.     (feet)  SCALED    
 MK1905  ___________________________________________________________________
 MK1905  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 MK1905  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 MK1905
 MK1905  HORZ ORDER  -  THIRD
 MK1905
 MK1905.The horizontal coordinates were established by classical geodetic methods
 MK1905.and adjusted by the National Geodetic Survey in August 1997..
 MK1905
 MK1905.The orthometric height was scaled from a topographic map.
 MK1905
 MK1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1905
 MK1905.The geoid height was determined by GEOID03.
 MK1905
 MK1905;                    North         East     Units Scale Factor Converg.
 MK1905;SPC NE       -   178,137.671   709,168.667   MT  0.99965997   +1 39 31.2
 MK1905;UTM  14      - 4,585,422.400   625,609.638   MT  0.99979417   +0 59 39.2
 MK1905
 MK1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1905!SPC NE       -   0.99992818  x   0.99965997  =   0.99958817
 MK1905!UTM  14      -   0.99992818  x   0.99979417  =   0.99972236
 MK1905
 MK1905:                Primary Azimuth Mark                     Grid Az
 MK1905:SPC NE       -  ADAM AZ MK                               073 07 34.2
 MK1905:UTM  14      -  ADAM AZ MK                               073 47 26.2
 MK1905
 MK1905|---------------------------------------------------------------------|
 MK1905| PID    Reference Object                     Distance      Geod. Az  |
 MK1905|                                                           dddmmss.s |
 MK1905| CN8525 ADAM AZ MK                                         0744705.4 |
 MK1905| CN8526 ADAM RM 1                             9.916 METERS 10013     |
 MK1905| MK1903 DUNCAN MUNICIPAL TANK               APPROX. 1.9 KM 1713301.9 |
 MK1905| MK1904 L 17 36                               7.539 METERS 17736     |
 MK1905|---------------------------------------------------------------------|
 MK1905
 MK1905                          SUPERSEDED SURVEY CONTROL
 MK1905
 MK1905  NAD 83(1986)-  41 24 37.95605(N)    097 29 49.60071(W) AD(       ) 3
 MK1905  NAD 27      -  41 24 37.90700(N)    097 29 48.43700(W) AD(       ) 3
 MK1905
 MK1905.Superseded values are not recommended for survey control.
 MK1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1905.See file dsdata.txt to determine how the superseded data were derived.
 MK1905
 MK1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2561085422(NAD 83)
 MK1905_MARKER: DS = TRIANGULATION STATION DISK
 MK1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1905
 MK1905  HISTORY     - Date     Condition        Report By
 MK1905  HISTORY     - 1950     MONUMENTED       CGS
 MK1905
 MK1905                          STATION DESCRIPTION
 MK1905
 MK1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1905'STATION IS LOCATED ABOUT 7 MILES WEST SOUTHWEST OF COLUMBUS AND
 MK1905'1-1/4 MILES NORTH OF DUNCAN ON THE HIGHEST POINT OF A GROUP OF
 MK1905'ROLLING SAND HILLS IN PASTURE LAND.  STATION MARK PROJECTS ABOUT
 MK1905'2 INCHES AND THE DISK IS STAMPED ADAM 1950.
 MK1905'
 MK1905'REFERENCE MARK NO. 1 PROJECTS ABOUT 2 INCHES AND THE DISK IS
 MK1905'STAMPED ADAM NO 1 1950.
 MK1905'
 MK1905'BUREAU OF RECLAMATION BM L-17-36 WAS USED AS REFERENCE MARK NO. 2.
 MK1905'THE MARK IS A 4 X 4 CONCRETE BLOCK WHICH PROJECTS ABOUT 2 INCHES
 MK1905'AND THE DISK IS STAMPED ADAM 1950.
 MK1905'
 MK1905'TO REACH FROM THE POST OFFICE IN DUNCAN GO NORTH FOR 0.4 MILE
 MK1905'TO CROSSROADS.  CONTINUE NORTH FOR 0.8 MILE TO WIRE GATE ON
 MK1905'LEFT JUST NORTH OF DRIVEWAY TO FARMHOUSE.  TURN LEFT THROUGH
 MK1905'GATE AND GO NORTHWEST ACROSS PASTURE FOR 0.3 MILE TO HIGHEST
 MK1905'POINT AND STATION AS DESCRIBED.  TO REACH AZIMUTH MARK FROM
 MK1905'STATION GO EAST ACROSS PASTURE AND STATION AS DESCRIBED.  TO
 MK1905'REACH AZIMUTH MARK FROM STATION GO EAST ACROSS PASTURE FOR 0.2
 MK1905'MILE TO FENCE AND AZIMUTH AS DESCRIBED.
 MK1905'
 MK1905'A 4 FOOT SIGNAL AT STATION CURTIS 1930 IS V.G.
 MK1905'
 MK1905'A 37 FOOT SIGNAL AT STATION OSCEOLA 1930 IS V.G.
 MK1905'
 MK1905'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1042 ***********************************************************************
 LG1042  DESIGNATION -  ADAMS MUNICIPAL TANK
 LG1042  PID         -  LG1042
 LG1042  STATE/COUNTY-  NE/GAGE
 LG1042  USGS QUAD   -  ADAMS (1980)
 LG1042
 LG1042                         *CURRENT SURVEY CONTROL
 LG1042  ___________________________________________________________________
 LG1042* NAD 83(1995)-  40 27 09.86129(N)    096 30 40.50407(W)     ADJUSTED  
 LG1042* NAVD 88     -                                                        
 LG1042  ___________________________________________________________________
 LG1042  LAPLACE CORR-          -6.56  (seconds)                    DEFLEC99
 LG1042  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 LG1042
 LG1042  HORZ ORDER  -  THIRD
 LG1042
 LG1042.The horizontal coordinates were established by classical geodetic methods
 LG1042.and adjusted by the National Geodetic Survey in August 1997..
 LG1042
 LG1042
 LG1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1042
 LG1042.The geoid height was determined by GEOID03.
 LG1042
 LG1042;                    North         East     Units Scale Factor Converg.
 LG1042;SPC NE       -    74,742.316   795,809.068   MT  0.99982594   +2 18 43.1
 LG1042;UTM  14      - 4,480,983.674   711,039.828   MT  1.00014826   +1 36 55.2
 LG1042
 LG1042                          SUPERSEDED SURVEY CONTROL
 LG1042
 LG1042  NAD 83(1986)-  40 27 09.86933(N)    096 30 40.49981(W) AD(       ) 4
 LG1042  NAD 27      -  40 27 09.87200(N)    096 30 39.43200(W) AD(       ) 3
 LG1042
 LG1042.Superseded values are not recommended for survey control.
 LG1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1042.See file dsdata.txt to determine how the superseded data were derived.
 LG1042
 LG1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1104080984(NAD 83)
 LG1042_MARKER: 53 = ELEVATED TANK
 LG1042
 LG1042  HISTORY     - Date     Condition        Report By
 LG1042  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1042  HISTORY     - 20040602 GOOD             USPSQD
 LG1042
 LG1042                          STATION DESCRIPTION
 LG1042
 LG1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1042'THE TANK IS LOCATED AT THE SOUTHWEST EDGE OF TOWN.  IT IS
 LG1042'A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK.  THE LEGS
 LG1042'ARE PAINTED BLACK AND THE TANK IS SILVER.  IT IS ABOUT 100
 LG1042'FEET HIGH AND HAS A BALL AND A WIND CHARGER AT THE APEX OF
 LG1042'THE ROOF.  THE POINT OBSERVED UPON WAS THE BALL AT THE APEX
 LG1042'OF THE ROOF.
 LG1042
 LG1042                          STATION RECOVERY (2004)
 LG1042
 LG1042'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1042'STATION FOUND GOOD. THE TANK IS WEST OF 8TH STREET, 1 BLOCK SOUTH OF
 LG1042'CHERRY STREET IN THE SOUTHWEST CORNER OF THE INTERSECTION. THE TANK IS
 LG1042'CONICAL-SHAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0489 ***********************************************************************
 LJ0489  DESIGNATION -  ADAMSON
 LJ0489  PID         -  LJ0489
 LJ0489  STATE/COUNTY-  NE/HITCHCOCK
 LJ0489  USGS QUAD   -  STRATTON (1962)
 LJ0489
 LJ0489                         *CURRENT SURVEY CONTROL
 LJ0489  ___________________________________________________________________
 LJ0489* NAD 83(1995)-  40 12 56.16819(N)    101 10 55.55944(W)     ADJUSTED  
 LJ0489* NAVD 88     -       904.     (meters)    2966.     (feet)  SCALED    
 LJ0489  ___________________________________________________________________
 LJ0489  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 LJ0489  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 LJ0489
 LJ0489  HORZ ORDER  -  FIRST
 LJ0489
 LJ0489.The horizontal coordinates were established by classical geodetic methods
 LJ0489.and adjusted by the National Geodetic Survey in August 1997..
 LJ0489
 LJ0489.The orthometric height was scaled from a topographic map.
 LJ0489
 LJ0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0489
 LJ0489.The geoid height was determined by GEOID03.
 LJ0489
 LJ0489;                    North         East     Units Scale Factor Converg.
 LJ0489;SPC NE       -    43,132.711   399,386.370   MT  0.99990949   -0 47 00.1
 LJ0489;UTM  14      - 4,453,971.000   314,316.191   MT  1.00002445   -1 24 33.5
 LJ0489
 LJ0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0489!SPC NE       -   0.99986182  x   0.99990949  =   0.99977132
 LJ0489!UTM  14      -   0.99986182  x   1.00002445  =   0.99988626
 LJ0489
 LJ0489|---------------------------------------------------------------------|
 LJ0489| PID    Reference Object                     Distance      Geod. Az  |
 LJ0489|                                                           dddmmss.s |
 LJ0489| CP7264 ADAMSON RM 1                         37.207 METERS 20435     |
 LJ0489| CP7265 ADAMSON RM 2                         36.820 METERS 33547     |
 LJ0489| CP7263 ADAMSON AZ MK                                      3595917.6 |
 LJ0489|---------------------------------------------------------------------|
 LJ0489
 LJ0489                          SUPERSEDED SURVEY CONTROL
 LJ0489
 LJ0489  NAD 83(1986)-  40 12 56.16790(N)    101 10 55.56424(W) AD(       ) 1
 LJ0489  NAD 27      -  40 12 56.19000(N)    101 10 53.97500(W) AD(       ) 1
 LJ0489
 LJ0489.Superseded values are not recommended for survey control.
 LJ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0489.See file dsdata.txt to determine how the superseded data were derived.
 LJ0489
 LJ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK1431653971(NAD 83)
 LJ0489_MARKER: DS = TRIANGULATION STATION DISK
 LJ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0489
 LJ0489  HISTORY     - Date     Condition        Report By
 LJ0489  HISTORY     - 1935     MONUMENTED       CGS
 LJ0489
 LJ0489                          STATION DESCRIPTION
 LJ0489
 LJ0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0489'THE STATION IS LOCATED ON LAND OWNED BY THE AMERICAN SAVINGS
 LJ0489'AND LOAN CO. OF LINCOLN, NEBRASKA AND LEASED BY MR. A.H. ADAMSON,
 LJ0489'WHOSE FARMHOUSE AND FARM BUILDINGS ARE 0.35 MILE SOUTH-SOUTHWEST
 LJ0489'OF THE STATION.  IT IS ON THE TOP OF A KNOLL ON A HIGH NORTH-SOUTH
 LJ0489'DIVIDE, THE STATION RIDGE OR DIVIDE IS SLIGHTLY HIGHER TO THE
 LJ0489'NORTH OF THE STATION.  IT IS IN THE SW 1/4 NE 1/4 OF SEC. 20,
 LJ0489'T. 3 N., R. 34 W., 4-1/2 MILES NORTH AND 2-1/2 MILES EAST OF
 LJ0489'STRATTON.
 LJ0489'
 LJ0489'THE STATION MARK LIES 0.35 MILE NORTH-NORTHEAST OF THE A.H.
 LJ0489'ADAMSON FARM, 2.5 MILES SOUTH-SOUTHEAST OF THE MILES SCHOOL,
 LJ0489'8 FEET SOUTHEAST OF A FENCE T-INTERSECTION STEM EAST, 5-1/2
 LJ0489'FEET SOUTH OF AN EAST-WEST FENCE (STEM OF T), 5-3/4 FEET EAST
 LJ0489'OF A NORTH-SOUTH FENCE (EAST ROAD RIGHT-OF-WAY FENCE), AND
 LJ0489'30 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH SECTION-LINE
 LJ0489'ROAD (GRADED) (NORTH FROM ADAMSON FARM).  IT PROJECTS 4 INCHES.
 LJ0489'
 LJ0489'REFERENCE MARK NO. 1 LIES SOUTH-SOUTHWEST OF THE
 LJ0489'STATION, 1/2 FOOT EAST OF A NORTH-SOUTH FENCE (WEST ROAD
 LJ0489'RIGHT-OF-WAY FENCE), AND 21 FEET WEST OF THE CENTERLINE OF THE
 LJ0489'ABOVE MENTIONED SECTION-LINE ROAD.  IT PROJECTS 4 INCHES.
 LJ0489'
 LJ0489'REFERENCE MARK NO. 2 LIES NORTH-NORTHWEST OF THE
 LJ0489'STATION, 3/4 FOOT EAST OF THE NORTH-SOUTH FENCE MENTIONED
 LJ0489'ABOVE AND 21 FEET WEST OF THE CENTERLINE OF THE GRADED SECTION-LINE
 LJ0489'ROAD.  IT PROJECTS 6 INCHES.
 LJ0489'
 LJ0489'THE AZIMUTH MARK LIES NORTH OF THE STATION, 1 FOOT
 LJ0489'WEST OF A NORTH-SOUTH FENCE (EAST ROAD RIGHT-OF-WAY FENCE),
 LJ0489'21 FEET EAST OF THE CENTERLINE OF THE GRADED SECTION-LINE
 LJ0489'ROAD, AND 86 YARDS SOUTH OF THE CENTERPOST OF A FENCE
 LJ0489'T-INTERSECTION STEM EAST.  IT PROJECTS 6 INCHES.
 LJ0489'
 LJ0489'AN 8-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0459 ***********************************************************************
 NO0459  DESIGNATION -  ADAMSON
 NO0459  PID         -  NO0459
 NO0459  STATE/COUNTY-  NE/CHERRY
 NO0459  USGS QUAD   -  SPRING LAKE (1985)
 NO0459
 NO0459                         *CURRENT SURVEY CONTROL
 NO0459  ___________________________________________________________________
 NO0459* NAD 83(1995)-  42 40 39.10356(N)    101 11 24.85858(W)     ADJUSTED  
 NO0459* NAVD 88     -       981.     (meters)    3218.     (feet)  SCALED    
 NO0459  ___________________________________________________________________
 NO0459  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 NO0459  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 NO0459
 NO0459  HORZ ORDER  -  THIRD
 NO0459
 NO0459.The horizontal coordinates were established by classical geodetic methods
 NO0459.and adjusted by the National Geodetic Survey in August 1997..
 NO0459
 NO0459.The orthometric height was scaled from a topographic map.
 NO0459
 NO0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0459
 NO0459.The geoid height was determined by GEOID03.
 NO0459
 NO0459;                    North         East     Units Scale Factor Converg.
 NO0459;SPC NE       -   316,471.929   402,456.753   MT  0.99986815   -0 47 19.6
 NO0459;UTM  14      - 4,727,331.647   320,542.916   MT  0.99999623   -1 29 06.3
 NO0459
 NO0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0459!SPC NE       -   0.99984928  x   0.99986815  =   0.99971745
 NO0459!UTM  14      -   0.99984928  x   0.99999623  =   0.99984551
 NO0459
 NO0459|---------------------------------------------------------------------|
 NO0459| PID    Reference Object                     Distance      Geod. Az  |
 NO0459|                                                           dddmmss.s |
 NO0459| CP9460 ADAMSON RM 1                         11.028 METERS 01500     |
 NO0459| CP9459 ADAMSON AZ MK                                      0351227.1 |
 NO0459| CP9461 ADAMSON RM 2                         14.660 METERS 12047     |
 NO0459|---------------------------------------------------------------------|
 NO0459
 NO0459                          SUPERSEDED SURVEY CONTROL
 NO0459
 NO0459  NAD 83(1986)-  42 40 39.10077(N)    101 11 24.86654(W) AD(       ) 3
 NO0459  NAD 27      -  42 40 39.09700(N)    101 11 23.34200(W) AD(       ) 3
 NO0459
 NO0459.Superseded values are not recommended for survey control.
 NO0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0459.See file dsdata.txt to determine how the superseded data were derived.
 NO0459
 NO0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2054327332(NAD 83)
 NO0459_MARKER: DS = TRIANGULATION STATION DISK
 NO0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0459
 NO0459  HISTORY     - Date     Condition        Report By
 NO0459  HISTORY     - 1949     MONUMENTED       CGS
 NO0459
 NO0459                          STATION DESCRIPTION
 NO0459
 NO0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0459'THE STATION IS LOCATED ON TOP OF A PROMINENT SAND HILL ABOUT
 NO0459'17.0 MILES SOUTH AND 4.5 MILES WEST OF NENZEL, ABOUT 17.5
 NO0459'MILES SOUTH AND 3.0 MILES EAST OF CODY AND ABOUT 1.0 MILE
 NO0459'SOUTHWEST OF THE SOUTHWEST CORNER OF THE NEBRASKA NATIONAL
 NO0459'FOREST BOUNDRY.  IT IS 5.0 FEET NORTHEAST OF A WITNESS POST.
 NO0459'IT PROJECTS 2 INCHES AND IS STAMPED ADAMSON 1949.
 NO0459'
 NO0459'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 NO0459'ABOUT 1.7 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0459'3 INCHES AND IS STAMPED ADAMSON NO 1 1949.
 NO0459'
 NO0459'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL ABOUT
 NO0459'0.7 OF A FOOT BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0459'2 INCHES AND IS STAMPED ADAMSON NO 2 1949.
 NO0459'
 NO0459'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0459'NO. 2 IS 67.59 FEET.
 NO0459'
 NO0459'THE AZIMUTH MARK IS ABOUT 0.25 OF A MILE EAST OF THE ADAMSON
 NO0459'RANCH HOME, 21.5 FEET EAST OF THE CENTER OF A TRACK ROAD
 NO0459'AND A CATTLE GUARD, 2.0 FEET EAST OF A WITNESS POST, AND
 NO0459'0.5 OF A FOOT SOUTH OF A FENCE.  IT PROJECTS 3 INCHES AND
 NO0459'IS STAMPED ADAMSON 1949.
 NO0459'
 NO0459'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0459'WEST AND SOUTH ON A GRAVELED ROAD FOR 9.4 MILES TO A BRIDGE
 NO0459'OVER THE NIOBRARA RIVER, CONTINUE ON THE MAIN ROAD TAKING
 NO0459'A LEFT FORK FOR 0.95 OF A MILE TO A FORK, TAKE THE RIGHT
 NO0459'FORK FOR 0.75 OF A MILE TO THE ENTRANCE OF THE NEBRASKA
 NO0459'NATIONAL FOREST, CONTINUE SOUTH ON THE MAIN ROAD FOR 2.75
 NO0459'MILES TO A PLANTING CAMP ON THE LEFT, CONTINUE SOUTH AND
 NO0459'WEST ON THE MAIN ROAD FOR 6.15 MILES TO A CATTLE GUARD AT
 NO0459'THE NEBRASKA NATIONAL FOREST BOUNDRY, CROSS CATTLE GUARD
 NO0459'AND CONTINUE WEST, SOUTH AND WEST ON THE MAIN SAND ROAD FOR
 NO0459'1.2 MILES TO A GATE AND THE AZIMUTH MARK ON THE LEFT AS
 NO0459'DESCRIBED, CROSS CATTLE GUARD AND TURN RIGHT ON THE MAIN
 NO0459'TRACK ROAD FOR 0.2 OF A MILE TO A CATTLE GUARD JUST
 NO0459'SOUTHEAST OF THE ADAMSON RANCH, HERE TURN SHARP LEFT JUST
 NO0459'BEFORE CROSSING THE CATTLE GUARD AND PICK WAY SOUTH AND
 NO0459'SOUTHEASTERLY ACROSS A PASTURE FOR 0.5 OF A MILE TO THE
 NO0459'HIGHEST POINT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1159 ***********************************************************************
 LH1159  DESIGNATION -  AHLSTROM
 LH1159  PID         -  LH1159
 LH1159  STATE/COUNTY-  NE/CLAY
 LH1159  USGS QUAD   -  FAIRFIELD (1969)
 LH1159
 LH1159                         *CURRENT SURVEY CONTROL
 LH1159  ___________________________________________________________________
 LH1159* NAD 83(1995)-  40 24 31.70192(N)    098 00 51.33254(W)     ADJUSTED  
 LH1159* NAVD 88     -       530.     (meters)    1739.     (feet)  SCALED    
 LH1159  ___________________________________________________________________
 LH1159  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 LH1159  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 LH1159
 LH1159  HORZ ORDER  -  SECOND
 LH1159
 LH1159.The horizontal coordinates were established by classical geodetic methods
 LH1159.and adjusted by the National Geodetic Survey in August 1997..
 LH1159
 LH1159.The orthometric height was scaled from a topographic map.
 LH1159
 LH1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1159
 LH1159.The geoid height was determined by GEOID03.
 LH1159
 LH1159;                    North         East     Units Scale Factor Converg.
 LH1159;SPC NE       -    65,830.901   668,512.779   MT  0.99984015   +1 18 57.4
 LH1159;UTM  14      - 4,473,598.723   583,639.297   MT  0.99968611   +0 38 20.5
 LH1159
 LH1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1159!SPC NE       -   0.99992093  x   0.99984015  =   0.99976110
 LH1159!UTM  14      -   0.99992093  x   0.99968611  =   0.99960707
 LH1159
 LH1159|---------------------------------------------------------------------|
 LH1159| PID    Reference Object                     Distance      Geod. Az  |
 LH1159|                                                           dddmmss.s |
 LH1159| CN8537 AHLSTROM RM 1                        24.727 METERS 05735     |
 LH1159| LG0891 EDGAR MUNICIPAL STANDPIPE           APPROX. 5.8 KM 1403353.7 |
 LH1159| CN8536 AHLSTROM AZ MK                                     1762431.2 |
 LH1159| CN8538 AHLSTROM RM 2                        27.519 METERS 26057     |
 LH1159|---------------------------------------------------------------------|
 LH1159
 LH1159                          SUPERSEDED SURVEY CONTROL
 LH1159
 LH1159  NAD 83(1986)-  40 24 31.70945(N)    098 00 51.33181(W) AD(       ) 2
 LH1159  NAD 27      -  40 24 31.66800(N)    098 00 50.17100(W) AD(       ) 2
 LH1159
 LH1159.Superseded values are not recommended for survey control.
 LH1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1159.See file dsdata.txt to determine how the superseded data were derived.
 LH1159
 LH1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8363973599(NAD 83)
 LH1159_MARKER: DS = TRIANGULATION STATION DISK
 LH1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1159
 LH1159  HISTORY     - Date     Condition        Report By
 LH1159  HISTORY     - 1950     MONUMENTED       CGS
 LH1159
 LH1159                          STATION DESCRIPTION
 LH1159
 LH1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1159'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF EDGAR AND 9 MILES
 LH1159'SOUTH-SOUTHEAST OF CLAY CENTER.  IT IS IN THE NORTHWEST CORNER OF
 LH1159'A CROSSROADS AND IS 93 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 LH1159'A NORTH-SOUTH DIRT ROAD, 47 FEET NORTH OF THE APPROXIMATE
 LH1159'CENTERLINE OF AN EAST-WEST DIRT ROAD, 38 FEET SOUTHWEST OF THE
 LH1159'APPROXIMATE CENTERLINE OF A FARM DRIVEWAY, 15-1/2 FEET NORTH
 LH1159'OF A WITNESS POST AND 15 FEET NORTH OF A RIGHT-OF-WAY FENCE.  THE
 LH1159'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED AHLSTROM 1950.
 LH1159'
 LH1159'REFERENCE MARK NO. 1 IS 92 FEET NORTH OF THE APPROXIMATE CENTERLINE
 LH1159'OF THE EAST-WEST ROAD AND 23 FEET WEST OF THE APPROXIMATE
 LH1159'CENTERLINE OF THE NORTH-SOUTH ROAD.  THE MARK PROJECTS 4 INCHES
 LH1159'AND THE DISK IS STAMPED AHLSTROM NO 1 1950.
 LH1159'
 LH1159'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE APPROXIMATE
 LH1159'CENTERLINE OF THE EAST-WEST ROAD, 15 FEET WEST OF THE APPROXIMATE
 LH1159'CENTERLINE OF A TEMPORARY FARM DRIVEWAY AND 1 FOOT NORTH OF A
 LH1159'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 LH1159'STAMPED AHLSTROM NO 2 1950.
 LH1159'
 LH1159'THE AZIMUTH MARK IS 24 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 LH1159'A NORTH-SOUTH DIRT ROAD, 6 FEET WEST OF A HEDGE ROW AND 1 FOOT NORTH
 LH1159'OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 LH1159'STAMPED AHLSTROM 1950.
 LH1159'
 LH1159'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 119 AND
 LH1159'MAIN STREET IN EDGAR, GO WEST ON STATE HIGHWAY 119 FOR 1.4 MILES TO
 LH1159'A CROSSROAD, TURN RIGHT AND GO NORTH FOR 2.5 MILES ON A GRAVELED
 LH1159'ROAD TO A DIRT CROSSROAD.  TURN LEFT AND GO WEST ON THE DIRT ROAD
 LH1159'FOR 1.0 MILE TO A CROSSROAD AND THE STATION IN THE NORTHWEST CORNER
 LH1159'AS DESCRIBED.
 LH1159'
 LH1159'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A DIRT ROAD
 LH1159'FOR 0.35 MILE TO THE MARK ON THE LEFT.
 LH1159'
 LH1159'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4141 ***********************************************************************
 AB4141  SACS        -  This is a Secondary Airport Control Station.
 AB4141  DESIGNATION -  AHQ A
 AB4141  PID         -  AB4141
 AB4141  STATE/COUNTY-  NE/SAUNDERS
 AB4141  USGS QUAD   -  WAHOO EAST (1983)
 AB4141
 AB4141                         *CURRENT SURVEY CONTROL
 AB4141  ___________________________________________________________________
 AB4141* NAD 83(1995)-  41 14 28.29770(N)    096 35 43.94777(W)     ADJUSTED  
 AB4141* NAVD 88     -       372.11   (meters)    1220.8    (feet)  GPS OBS   
 AB4141  ___________________________________________________________________
 AB4141  X           -    -551,698.789 (meters)                     COMP
 AB4141  Y           -  -4,771,445.558 (meters)                     COMP
 AB4141  Z           -   4,182,829.368 (meters)                     COMP
 AB4141  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AB4141  ELLIP HEIGHT-         345.11  (meters)          (01/09/02) GPS OBS
 AB4141  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AB4141
 AB4141  HORZ ORDER  -  FIRST
 AB4141  ELLP ORDER  -  FOURTH    CLASS II
 AB4141
 AB4141.This mark is at Wahoo Municipal Airport (AHQ)
 AB4141
 AB4141.The horizontal coordinates were established by GPS observations
 AB4141.and adjusted by the National Geodetic Survey in September 1998..
 AB4141
 AB4141.The orthometric height was determined by GPS observations and a
 AB4141.high-resolution geoid model.
 AB4141
 AB4141.GPS derived orthometric heights for airport stations designated as
 AB4141.PACS or SACS are published to 2 decimal places.  This maintains
 AB4141.centimeter relative accuracy between the PACS and SACS.  It does
 AB4141.not indicate centimeter accuracy relative to other marks which are
 AB4141.part of the NAVD 88 network.
 AB4141
 AB4141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4141
 AB4141.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4141
 AB4141.The ellipsoidal height was determined by GPS observations
 AB4141.and is referenced to NAD 83.
 AB4141
 AB4141.The geoid height was determined by GEOID03.
 AB4141
 AB4141;                    North         East     Units Scale Factor Converg.
 AB4141;SPC NE       -   161,924.720   785,219.949   MT  0.99966921   +2 15 22.0
 AB4141;UTM  14      - 4,568,320.387   701,487.568   MT  1.00009966   +1 35 08.2
 AB4141
 AB4141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4141!SPC NE       -   0.99994587  x   0.99966921  =   0.99961510
 AB4141!UTM  14      -   0.99994587  x   1.00009966  =   1.00004553
 AB4141
 AB4141                          SUPERSEDED SURVEY CONTROL
 AB4141
 AB4141  ELLIP H (09/17/98)  345.17   (m)                       GP(       ) 4 2
 AB4141
 AB4141.Superseded values are not recommended for survey control.
 AB4141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4141.See file dsdata.txt to determine how the superseded data were derived.
 AB4141
 AB4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0148868320(NAD 83)
 AB4141_MARKER: I = METAL ROD
 AB4141_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4141_STAMPING: AHQ A 1995
 AB4141_MARK LOGO: NGS   
 AB4141_PROJECTION: FLUSH
 AB4141_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4141+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 AB4141_ROD/PIPE-DEPTH: 5.82 meters
 AB4141_SLEEVE-DEPTH  : 0.9 meters
 AB4141
 AB4141  HISTORY     - Date     Condition        Report By
 AB4141  HISTORY     - 1995     MONUMENTED       NGS
 AB4141  HISTORY     - 19970805 GOOD             NGS
 AB4141
 AB4141                          STATION DESCRIPTION
 AB4141
 AB4141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4141'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) SOUTH-SOUTHWEST OF
 AB4141'FREMONT, 1.9 MI (3.1 KM) NORTHEAST OF WAHOO AND AT THE WAHOO MUNICIPAL
 AB4141'AIRPORT.  OWNERSHIP--WAHOO AIRPORT AUTHORITY, BOX 122, WAHOO NE 68066.
 AB4141'AIRPORT MANAGER IS GAYLEN MALY, PHONE (402) 443-4016.  TO REACH THE
 AB4141'STATION FROM THE COURTHOUSE IN WAHOO, GO NORTH ON U.S. HIGHWAY
 AB4141'77/STATE HIGHWAY 92 FOR 2.2 MI (3.5 KM) TO A Y-INTERSECTION (U.S.
 AB4141'HIGHWAY 77/STATE HIGHWAY 92 TO THE RIGHT), CONTINUE AHEAD AND GO NORTH
 AB4141'ON STATE HIGHWAY 109 FOR 0.2 MI (0.3 KM) TO AN INTERSECTION, TURN
 AB4141'RIGHT AND GO EAST ON OLD U.S. HIGHWAY 77 FOR 0.2 MI (0.3 KM) TO A
 AB4141'GRAVEL ROAD LEFT, TURN LEFT AND GO NORTHERLY ON THE AIRPORT ENTRANCE
 AB4141'ROAD FOR 0.4 MI (0.6 KM) TO THE ROAD END AT A GATE, PASS THROUGH GATE,
 AB4141'TURN LEFT AND GO NORTHEAST ON A PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM)
 AB4141'TO A JUNCTION WITH RUNWAY 13/31, CONTINUE AHEAD AND GO NORTHEAST
 AB4141'CROSSING THE RUNWAY ON THE PARALLEL TAXIWAY FOR 0.2 MI (0.3 KM) TO THE
 AB4141'END OF THE PARALLEL TAXIWAY, A CONNECTOR TAXIWAY RIGHT AND THE STATION
 AB4141'ON THE LEFT, IN LINE WITH THE NORTHEAST EDGE OF THE CONCRETE CONNECTOR
 AB4141'TAXIWAY.  THE STATION IS 44.3 FT (13.5 M) NORTH OF A TAXIWAY LIGHT
 AB4141'(121), 20.7 FT (6.3 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 AB4141'CONCRETE PARALLEL TAXIWAY AND 14.1 FT (4.3 M) WEST OF A TAXIWAY LIGHT
 AB4141'AT THE NORTHWEST CORNER OF THE TAXIWAY.  THIS STATION TO BE USED AS
 AB4141'SACS.
 AB4141
 AB4141                          STATION RECOVERY (1997)
 AB4141
 AB4141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4141'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 05AUG1997 (DRL,WCW) .
 AB4141'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST FROM WAHOO AT
 AB4141'THE WAHOO MUNICIPAL AIRPORT, NORTH OF MIDFIELD AT THE NORTHERLY
 AB4141'TERMINUS OF THE PARALLEL TAXIWAY, IN LINE WITH THE NORTHERLY EDGE OF
 AB4141'THE NORTHERNMOST CONNECTOR TAXIWAY.  OWNERSHIP--WAHOO AIRPORT
 AB4141'AUTHORITY, BOX 122, WAHOO NE 68066.  AIRPORT MANAGER IS GAYLEN MALY,
 AB4141'PHONE (402) 443-8523.  TO REACH THE STATION FROM THE CROSSROAD
 AB4141'JUNCTION OF COMBINED US HIGHWAY 77 AND STATE HIGHWAY 92 (SOUTH AND
 AB4141'WEST BOUND LANES) WITH STATE HIGHWAY 109 WHICH IS 3.9 KM (2.40 MI)
 AB4141'NORTH ALONG THE COMBINED HIGHWAYS FROM THE WAHOO COURTHOUSE, GO EAST
 AB4141'FOR 0.3 KM (0.20 MI) TO A GRAVEL ROAD ON LEFT.  TURN LEFT AND GO
 AB4141'NORTHERLY THEN EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.6 KM (0.35 MI)
 AB4141'TO A GATE.  PASS THROUGH THE GATE THEN TURN LEFT AND GO NORTHEAST ON A
 AB4141'PARALLEL TAXIWAY CROSSING TURF RUNWAY 13-31 AT 0.2 KM (0.10 MI) FOR A
 AB4141'TOTAL OF 0.3 KM (0.20 MI) TO THE END OF THE PARALLEL TAXIWAY AND THE
 AB4141'STATION ON LEFT.  THE MARK IS A PUNCH MARK ON TOP CENTER OF A
 AB4141'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A LENGTH OF 5.82 M (19.09 FT)
 AB4141'IN A 2.5 CM (1 IN) GREASE FILLED FINNED PLASTIC SLEEVE 0.9 M (3.0 FT)
 AB4141'LONG ENCASED IN A 12.5 CM (5 IN) DIA PVC PIPE WITH NGS LOGO CAP
 AB4141'SURROUNDED BY CONCRETE.  THE LOGO CAP IS FLUSH WITH THE GROUND.  THE
 AB4141'MARK IS RECESSED 5 CM BELOW THE TOP OF THE LOGO CAP.  THE STATION IS
 AB4141'LOCATED 13.6 M (44.6 FT) NORTH FROM A TAXIWAY LIGHT (121) , 6.2 M
 AB4141'(20.3 FT) WEST FROM THE NORTHWEST CORNER OF THE CONCRETE TAXIWAY, 4.3
 AB4141'M (14.1 FT) SOUTHWEST FROM THE TAXIWAY LIGHT (120) AT THE NORTHWEST
 AB4141'CORNER OF THE TAXIWAY.  THIS STATION IS DESIGNATED A SECONDARY AIRPORT
 AB4141'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4113 ***********************************************************************
 AB4113  FBN         -  This is a Federal Base Network Control Station.
 AB4113  PACS        -  This is a Primary Airport Control Station.
 AB4113  DESIGNATION -  AIA A
 AB4113  PID         -  AB4113
 AB4113  STATE/COUNTY-  NE/BOX BUTTE
 AB4113  USGS QUAD   -  ALLIANCE EAST (1976)
 AB4113
 AB4113                         *CURRENT SURVEY CONTROL
 AB4113  ___________________________________________________________________
 AB4113* NAD 83(1995)-  42 03 19.71992(N)    102 48 25.10686(W)     ADJUSTED  
 AB4113* NAVD 88     -      1196.76   (meters)    3926.4    (feet)  GPS OBS   
 AB4113  ___________________________________________________________________
 AB4113  X           -  -1,051,533.336 (meters)                     COMP
 AB4113  Y           -  -4,625,734.988 (meters)                     COMP
 AB4113  Z           -   4,250,970.281 (meters)                     COMP
 AB4113  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AB4113  ELLIP HEIGHT-        1178.01  (meters)          (07/10/01) GPS OBS
 AB4113  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 AB4113
 AB4113  HORZ ORDER  -  B
 AB4113  ELLP ORDER  -  FOURTH    CLASS I
 AB4113
 AB4113.This mark is at Alliance Municipal Airport (AIA)
 AB4113
 AB4113.The horizontal coordinates were established by GPS observations
 AB4113.and adjusted by the National Geodetic Survey in June 1996..
 AB4113
 AB4113.The orthometric height was determined by GPS observations and a
 AB4113.high-resolution geoid model.
 AB4113
 AB4113.GPS derived orthometric heights for airport stations designated as
 AB4113.PACS or SACS are published to 2 decimal places.  This maintains
 AB4113.centimeter relative accuracy between the PACS and SACS.  It does
 AB4113.not indicate centimeter accuracy relative to other marks which are
 AB4113.part of the NAVD 88 network.
 AB4113
 AB4113.Photographs are available for this station.
 AB4113
 AB4113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4113
 AB4113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4113
 AB4113.The ellipsoidal height was determined by GPS observations
 AB4113.and is referenced to NAD 83.
 AB4113
 AB4113.The geoid height was determined by GEOID03.
 AB4113
 AB4113;                    North         East     Units Scale Factor Converg.
 AB4113;SPC NE       -   250,488.705   267,751.623   MT  0.99970455   -1 51 36.6
 AB4113;UTM  13      - 4,658,262.803   681,467.972   MT  1.00000522   +1 28 09.8
 AB4113
 AB4113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4113!SPC NE       -   0.99981527  x   0.99970455  =   0.99951988
 AB4113!UTM  13      -   0.99981527  x   1.00000522  =   0.99982049
 AB4113
 AB4113:                Primary Azimuth Mark                     Grid Az
 AB4113:SPC NE       -  PORT=ARP                                 179 56 51.8
 AB4113:UTM  13      -  PORT=ARP                                 176 37 05.4
 AB4113
 AB4113|---------------------------------------------------------------------|
 AB4113| PID    Reference Object                     Distance      Geod. Az  |
 AB4113|                                                           dddmmss.s |
 AB4113| NP0164 PORT=ARP                            486.216 METERS 1780515.2 |
 AB4113| NP0163 AIA AP STA B                        APPROX. 1.0 KM 2995433.7 |
 AB4113|---------------------------------------------------------------------|
 AB4113
 AB4113                          SUPERSEDED SURVEY CONTROL
 AB4113
 AB4113  ELLIP H (06/25/96) 1178.05   (m)                       GP(       ) 1 1
 AB4113
 AB4113.Superseded values are not recommended for survey control.
 AB4113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4113.See file dsdata.txt to determine how the superseded data were derived.
 AB4113
 AB4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8146858263(NAD 83)
 AB4113_MARKER: I = METAL ROD
 AB4113_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4113_STAMPING: AIA A 1995
 AB4113_MARK LOGO: NGS   
 AB4113_PROJECTION: FLUSH
 AB4113_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4113+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2000
 AB4113_ROD/PIPE-DEPTH: 10.5 meters
 AB4113_SLEEVE-DEPTH  : 1 meters
 AB4113
 AB4113  HISTORY     - Date     Condition        Report By
 AB4113  HISTORY     - 1995     MONUMENTED       NGS
 AB4113  HISTORY     - 19970721 GOOD             NGS
 AB4113  HISTORY     - 20000510 GOOD             NGS
 AB4113
 AB4113                          STATION DESCRIPTION
 AB4113
 AB4113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4113'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) WEST OF ANTIOCH, 5.6 MI
 AB4113'(9.0 KM) SOUTHEAST OF ALLIANCE, AT THE ALLIANCE MUNICIPAL AIRPORT NEAR
 AB4113'THE JUNCTION OF A NORTH/SOUTH TAXIWAY AND A PAVED ROAD LEADING TO A
 AB4113'VOR.  OWNERSHIP--ALLIANCE AIRPORT AUTHORITY, PO BOX D, ALLIANCE NE
 AB4113'69301.  AIRPORT MANAGER POSITION IS NOT FILLED AT THIS TIME, CONTACT
 AB4113'JEFF JENSON, PHONE (308) 762-5311.  TO REACH THE STATION FROM THE
 AB4113'JUNCTION OF U.S. HIGHWAY 385 NORTH AND STATE HIGHWAY 2 ON THE EAST
 AB4113'SIDE OF ALLIANCE, GO EAST ON STATE HIGHWAY 2 FOR 2.25 MI (3.62 KM) TO
 AB4113'A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTH THEN SOUTHEAST ON THE
 AB4113'PAVED ROAD FOR 1.85 MI (2.98 KM) TO A GRAVEL ROAD ON THE RIGHT (JUST
 AB4113'PAST A NOAA BUILDING AND RADAR DOME), CONTINUE AHEAD AND GO SOUTHEAST
 AB4113'THEN EAST ON THE PAVED ROAD FOR 0.4 MI (0.6 KM) TO A GRAVEL ROAD RIGHT
 AB4113'LEADING TO A GATE (FIRST GATE WEST OF THE BEACON), TURN RIGHT AND GO
 AB4113'SOUTH ON THE GRAVEL ROAD FOR 150 FT (45.7 M) TO THE GATE, PASS THROUGH
 AB4113'THE GATE AND GO SOUTH ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO A APRON
 AB4113'EDGE/PARALLEL TAXIWAY, TURN LEFT AND GO EAST ON THE PARALLEL TAXIWAY
 AB4113'FOR 0.05 MI (0.08 KM) TO A TAXIWAY RIGHT, TURN RIGHT AND GO SOUTH ON
 AB4113'THE TAXIWAY FOR 0.35 MI (0.56 KM) TO A PAVED ROAD LEADING TO A VOR AND
 AB4113'THE STATION ON THE LEFT.  THE STATION IS 61.6 FT (18.8 M) EAST OF THE
 AB4113'TAXIWAY CENTER, 46.6 FT (14.2 M) SOUTH OF THE PAVED ROAD CENTER, 42.2
 AB4113'FT (12.9 M) NORTHEAST OF A TAXIWAY LIGHT AND 1.4 FT (0.4 M) WEST OF A
 AB4113'WITNESS POST.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION
 AB4113'APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4113
 AB4113                          STATION RECOVERY (1997)
 AB4113
 AB4113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4113'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE CURRENT
 AB4113'AIRPORT MANAGER IS (308) 762-4512.  THE AIRPORT CONTACT IS TERRY
 AB4113'WEISGERBER (308) 762-6413.
 AB4113
 AB4113                          STATION RECOVERY (2000)
 AB4113
 AB4113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 AB4113'RECOVERED AS DESCRIBED WITH A NEW TO REACH AS FOLLOWS--TO REACH FROM
 AB4113'THE JUNCTIONS OF STATE HIGHWAY 87 AND STATE HIGHWAY 2 ON THE EAST SIDE
 AB4113'OF ALLIANCE, GO EAST ON HIGHWAY 2 FOR 2.3 MI (3.7 KM) TO A PAVED ROAD
 AB4113'RIGHT COUNTY ROAD 57, TURN RIGHT SOUTH ON COUNTY ROAD FOR 2.3 MI (3.7
 AB4113'KM) TO A GRAVEL PARKING AREA LOT JUST PAST A GREEN HANGER, TURN RIGHT
 AB4113'AND CROSS PARKING LOT FOR 0.05 MI (0.08 KM) TO A GATE LEADING TO THE
 AB4113'RAMP, PASS THROUGH THE GATE AND TURN LEFT SOUTHEAST ACROSS THE APRON
 AB4113'FOR 0.15 MI (0.24 KM) TO A TAXIWAY, RIGHT (B) BRAVO, TURN RIGHT SOUTH
 AB4113'ON TAXI AND GO 0.15 MI (0.24 KM) TO A RUNWAY 26-8 CONTINUE AHEAD SOUTH
 AB4113'CROSSING THE RUNWAY FOR 0.35 MI (0.56 KM) TO A ROAD LEFT LEADING TO
 AB4113'THE VOR AND THE STATION JUST PAST THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0165 ***********************************************************************
 NP0165  SACS        -  This is a Secondary Airport Control Station.
 NP0165  DESIGNATION -  AIA AP STA A
 NP0165  PID         -  NP0165
 NP0165  STATE/COUNTY-  NE/BOX BUTTE
 NP0165  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0165
 NP0165                         *CURRENT SURVEY CONTROL
 NP0165  ___________________________________________________________________
 NP0165* NAD 83(1995)-  42 02 33.75054(N)    102 47 38.06192(W)     ADJUSTED  
 NP0165* NAVD 88     -      1195.473  (meters)    3922.15   (feet)  POSTED    
 NP0165  ___________________________________________________________________
 NP0165  X           -  -1,050,688.452 (meters)                     COMP
 NP0165  Y           -  -4,626,900.281 (meters)                     COMP
 NP0165  Z           -   4,249,915.979 (meters)                     COMP
 NP0165  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 NP0165  ELLIP HEIGHT-        1176.68  (meters)          (12/19/01) GPS OBS
 NP0165  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 NP0165  DYNAMIC HT  -        1194.770 (meters)    3919.84  (feet)  COMP
 NP0165  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 NP0165
 NP0165  HORZ ORDER  -  FIRST
 NP0165  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 NP0165  ELLP ORDER  -  FOURTH    CLASS II
 NP0165
 NP0165.This mark is at Alliance Municipal Airport (AIA)
 NP0165
 NP0165.The horizontal coordinates were established by GPS observations
 NP0165.and adjusted by the National Geodetic Survey in September 1998..
 NP0165
 NP0165.The orthometric height was determined by differential leveling
 NP0165.and adjusted by the National Geodetic Survey in 1992..
 NP0165.No vertical observational check was made to the station.
 NP0165.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 NP0165.was located on a no-check spur therefore a value was not computed.
 NP0165
 NP0165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0165
 NP0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0165
 NP0165.The ellipsoidal height was determined by GPS observations
 NP0165.and is referenced to NAD 83.
 NP0165
 NP0165.The geoid height was determined by GEOID03.
 NP0165
 NP0165.The dynamic height is computed by dividing the NAVD 88
 NP0165.geopotential number by the normal gravity value computed on the
 NP0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0165.degrees latitude (g = 980.6199 gals.).
 NP0165
 NP0165.The modeled gravity was interpolated from observed gravity values.
 NP0165
 NP0165;                    North         East     Units Scale Factor Converg.
 NP0165;SPC NE       -   249,036.506   268,786.681   MT  0.99970243   -1 51 05.4
 NP0165;UTM  13      - 4,656,872.746   682,585.962   MT  1.00001023   +1 28 40.1
 NP0165
 NP0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0165!SPC NE       -   0.99981548  x   0.99970243  =   0.99951797
 NP0165!UTM  13      -   0.99981548  x   1.00001023  =   0.99982571
 NP0165
 NP0165                          SUPERSEDED SURVEY CONTROL
 NP0165
 NP0165  ELLIP H (09/17/98) 1176.72   (m)                       GP(       ) 4 2
 NP0165  NAD 83(1995)-  42 02 33.75018(N)    102 47 38.06307(W) AD(       ) 1
 NP0165  ELLIP H (08/18/97) 1176.73   (m)                       GP(       ) 4 1
 NP0165  NAD 83(1995)-  42 02 33.75017(N)    102 47 38.06310(W) AD(       ) 1
 NP0165  ELLIP H (01/07/93) 1176.73   (m)                       GP(       ) 4 2
 NP0165  NAD 83(1986)-  42 02 33.74661(N)    102 47 38.06158(W) AD(       ) 1
 NP0165  NGVD 29 (??/??/92) 1194.920  (m)         3920.33   (f) ADJ UNCH    2 0
 NP0165
 NP0165.Superseded values are not recommended for survey control.
 NP0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0165.See file dsdata.txt to determine how the superseded data were derived.
 NP0165
 NP0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8258656873(NAD 83)
 NP0165_MARKER: DT = TOPOGRAPHIC STATION DISK
 NP0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0165_SP_SET: CONCRETE POST
 NP0165_STAMPING: AP 1967 STA A
 NP0165_MARK LOGO: CGS   
 NP0165_PROJECTION: FLUSH
 NP0165_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0165+STABILITY: SURFACE MOTION
 NP0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0165+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1997
 NP0165
 NP0165  HISTORY     - Date     Condition        Report By
 NP0165  HISTORY     - 1967     MONUMENTED       CGS
 NP0165  HISTORY     - 1971     GOOD             NGS
 NP0165  HISTORY     - 1980     GOOD             NGS
 NP0165  HISTORY     - 19890630 GOOD             NGS
 NP0165  HISTORY     - 19920615 GOOD             NGS
 NP0165  HISTORY     - 19950822 GOOD             NGS
 NP0165  HISTORY     - 19970721 GOOD             NGS
 NP0165
 NP0165                          STATION DESCRIPTION
 NP0165
 NP0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NP0165'AT ALLIANCE MUNICIPAL AIRPORT.
 NP0165'THE STATION IS SITUATED AT THE ALLIANCE MUNICIPAL AIRPORT.  175.2
 NP0165'FT NE FROM A C AND GS WASHER AND NAIL AT THE CENTERLINE OF RUNWAY
 NP0165'END 12, 252.8 FT. EAST OF THE CENTERLINE INTERSECTION OF RUNWAYS
 NP0165'12-30 AND 17-35, 177.3 FT. NE FROM THE FIRST RUNWAY LIGHT NORTH
 NP0165'OF THE CENTERLINE OF RUNWAY END 30 ON THE NORTH SIDE OF THE
 NP0165'RUNWAY, 99.4 FT. NE FROM THE NORTHERNMOST THRESHOLD LIGHT ON
 NP0165'RUNWAY END 30.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED
 NP0165'AP 1967 STA A SET IN A 8 IN X 8 IN CONCRETE POST IMBEDDED FLUSH
 NP0165'WITH THE GROUND.
 NP0165
 NP0165                          STATION RECOVERY (1971)
 NP0165
 NP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NP0165'RECOVERED IN GOOD CONDITION.
 NP0165
 NP0165                          STATION RECOVERY (1980)
 NP0165
 NP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NP0165'AT ALLIANCE MUNICIPAL AIRPORT.
 NP0165
 NP0165                          STATION RECOVERY (1989)
 NP0165
 NP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NP0165'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTHEAST OF ALLIANCE, AT
 NP0165'THE SOUTHEAST END OF RUNWAY12-30, ON LINE WITH RUNWAY END 30, AT THE
 NP0165'ALLIANCE MUNICIPAL AIRPORT.  OWNERSHIP--ALLIANCE AIRPORT AUTHORITY,
 NP0165'P.O. DRAWER D, ALLIANCE NE 69301.  AIRPORT MANAGER IS THE CITY MANAGER
 NP0165'LYLE LANCE III, TELEPHONE 308-762-5400.
 NP0165'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 385 AND STATE
 NP0165'HIGHWAY 2 ON THE EAST SIDE OF ALLIANCE, GO EAST ON STATE HIGHWAY 2 FOR
 NP0165'3.59 KM (2.25 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 NP0165'THE PAVED ROAD FOR 3.00 KM (1.85 MI) TO A GRAVEL ROAD ON THE RIGHT
 NP0165'JUST PAST A NOAA BUILDING AND RADOME.  CONTINUE AHEAD FOR 0.23 KM
 NP0165'(0.15 MI) TO A GRAVEL ROAD RIGHT LEADING TO A LOCKED GATE AND HANGARS.
 NP0165'TURN RIGHT AND GO SOUTH FOR 0.04 KM (140 FT) TO THE GATE.  PASS
 NP0165'THROUGH THE GATE THEN TURN LEFT AND GO EAST ON A DIM LANE, THEN APRON
 NP0165'FOR 0.47 KM (0.30 MI) TO THE FIELD SIDE OF THE TERMIAL BUILDING.  TURN
 NP0165'RIGHT AND GO SOUTH CROSSING AN APRON FOR 0.10 KM (0.05 MI) TO A
 NP0165'TAXIWAY LEADING SOUTH.  CONTINUE SOUTH ON THE TAXIWAY FOR 0.96 KM
 NP0165'(0.60 MI) TO RUNWAY 12-30.  TURN LEFT AND GO SOUTHEAST ALONG THE
 NP0165'RUNWAY, CROSSING A CLOSED RUNWAY AND RUNWAY 17-35 FOR 1.41 KM
 NP0165'(0.90 MI) TO THE END OF THE RUNWAY AND THE STATION ON THE LEFT.
 NP0165'THE STATION MARK IS 49.9 M (163.7 FT) NORTHWEST OF THE REIL, 30.6 M
 NP0165'(100.4 FT) NORTHEAST OF THE EAST CORNER OF THE RUNWAY, 0.2 M (0.7 FT)
 NP0165'NORTHWEST OF A CARSONITE WITNESS POST AND FLUSH WITH THE GROUND.
 NP0165'DESCRIBED BY R.D.BALL.
 NP0165
 NP0165                          STATION RECOVERY (1992)
 NP0165
 NP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NP0165'THE STATION IS SITUATED AT THE ALLIANCE MUNI AIRPORT, 175.2 FT (53.4
 NP0165'M) NE FROM A CGS N AND W AT C/L END RWY 30, 252.8 FT (77.1 M) E OF C/L
 NP0165'INTERSECTION RWYS 12/30 AND 17/35, 177.3 FT (54.0 M) NE FROM THE FIRST
 NP0165'RUNWAY LIGHT NORTH OF THE C/L OF RUNWAY END 30 ON THE NORTH SIDE OF
 NP0165'THE RUNWAY, 99.4 FT (30.3 M) NE FROM THE NORTHERNMOST THRESHOLD LIGHT
 NP0165'ON RUNWAY END 30.  THE STATION IS A STANDARD TOPO DISK STAMPED AP 1967
 NP0165'STA A SET IN AN 8 INCH X 8 INCH CONCRETE POST FLUSH WITH THE GROUND.
 NP0165
 NP0165                          STATION RECOVERY (1995)
 NP0165
 NP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NP0165'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) WEST OF ANTIOCH, 5.6 MI
 NP0165'(9.0 KM) SOUTHEAST OF ALLIANCE, AT THE ALLIANCE MUNICIPAL AIRPORT AND
 NP0165'IN LINE WITH THE APPROACH END PAVEMENT OF RUNWAY 30.
 NP0165'OWNERSHIP--ALLIANCE AIRPORT AUTHORITY, PO BOX D, ALLIANCE NE 69301.
 NP0165'AIRPORT MANAGER POSITION IS NOT FILLED AT THIS TIME, CONTACT JEFF
 NP0165'JENSON, PHONE (308) 762-5311.  TO REACH THE STATION FROM THE JUNCTION
 NP0165'OF US HIGHWAY 385 NORTH AND STATE HIGHWAY 2 ON THE EAST SIDE OF
 NP0165'ALLIANCE, GO EAST ON STATE HIGHWAY 2 FOR 2.25 MI (3.62 KM) TO A PAVED
 NP0165'ROAD RIGHT, TURN RIGHT AND GO SOUTH THEN SOUTHEAST ON THE PAVED ROAD
 NP0165'FOR 1.85 MI (2.98 KM) TO A GRAVEL ROAD ON THE RIGHT (JUST PAST A NOAA
 NP0165'BUILDING AND RADAR DOME), CONTINUE AHEAD AND GO SOUTHEAST THEN EAST ON
 NP0165'THE PAVED ROAD FOR 0.4 MI (0.6 KM) TO A GRAVEL ROAD RIGHT LEADING TO A
 NP0165'GATE (FIRST GATE WEST OF THE BEACON), TURN RIGHT AND GO SOUTH ON THE
 NP0165'GRAVEL ROAD FOR 150 FT (45.7 M) TO THE GATE, PASS THROUGH THE GATE AND
 NP0165'GO SOUTH ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO AN APRON
 NP0165'EDGE/PARALLEL TAXIWAY, TURN LEFT AND GO EAST ON THE PARALLEL TAXIWAY
 NP0165'FOR 0.05 MI (0.08 KM) TO A TAXIWAY ON THE RIGHT, TURN RIGHT AND GO
 NP0165'SOUTH ON THE TAXIWAY (B) FOR 0.6 MI (1.0 KM) TO RUNWAY 12/30, BEAR
 NP0165'LEFT AND GO SOUTHEAST ON THE RUNWAY FOR 0.9 MI (1.4 KM) TO THE
 NP0165'PAVEMENT END AND THE STATION ON THE LEFT.  THE STATION IS 205.5 FT
 NP0165'(62.6 M) EAST-SOUTHEAST OF A RUNWAY LIGHT AT THE JUNCTION OF THE
 NP0165'RUNWAYS, 175.0 FT (53.3 M) NORTHEAST OF THE RUNWAY CENTER, 163.3 FT
 NP0165'(49.8 M) NORTHWEST OF A REIL, 90.5 FT (27.6 M) NORTH-NORTHEAST ON THE
 NP0165'NORTHEAST THRESHOLD LIGHT AND 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS
 NP0165'POST.  THIS STATION TO BE USED AS SACS.
 NP0165
 NP0165                          STATION RECOVERY (1997)
 NP0165
 NP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0165'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE CURRENT
 NP0165'AIRPORT MANAGER IS BARB WATSON (308) 762-4512.  THE AIRPORT CONTACT IS
 NP0165'TERRY WEISGERBER (308) 762-6413.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0163 ***********************************************************************
 NP0163  SACS        -  This is a Secondary Airport Control Station.
 NP0163  DESIGNATION -  AIA AP STA B
 NP0163  PID         -  NP0163
 NP0163  STATE/COUNTY-  NE/BOX BUTTE
 NP0163  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0163
 NP0163                         *CURRENT SURVEY CONTROL
 NP0163  ___________________________________________________________________
 NP0163* NAD 83(1995)-  42 03 36.54575(N)    102 49 04.36235(W)     ADJUSTED  
 NP0163* NAVD 88     -      1197.457  (meters)    3928.66   (feet)  POSTED    
 NP0163  ___________________________________________________________________
 NP0163  X           -  -1,052,336.616 (meters)                     COMP
 NP0163  Y           -  -4,625,196.127 (meters)                     COMP
 NP0163  Z           -   4,251,356.270 (meters)                     COMP
 NP0163  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 NP0163  ELLIP HEIGHT-        1178.71  (meters)          (12/19/01) GPS OBS
 NP0163  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 NP0163  DYNAMIC HT  -        1196.760 (meters)    3926.37  (feet)  COMP
 NP0163  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 NP0163
 NP0163  HORZ ORDER  -  FIRST
 NP0163  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 NP0163  ELLP ORDER  -  FOURTH    CLASS II
 NP0163
 NP0163.This mark is at Alliance Municipal Airport (AIA)
 NP0163
 NP0163.The horizontal coordinates were established by GPS observations
 NP0163.and adjusted by the National Geodetic Survey in September 1998..
 NP0163
 NP0163.The orthometric height was determined by differential leveling
 NP0163.and adjusted by the National Geodetic Survey in 1992..
 NP0163.No vertical observational check was made to the station.
 NP0163.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 NP0163.was located on a no-check spur therefore a value was not computed.
 NP0163
 NP0163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0163
 NP0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0163
 NP0163.The ellipsoidal height was determined by GPS observations
 NP0163.and is referenced to NAD 83.
 NP0163
 NP0163.The geoid height was determined by GEOID03.
 NP0163
 NP0163.The dynamic height is computed by dividing the NAVD 88
 NP0163.geopotential number by the normal gravity value computed on the
 NP0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0163.degrees latitude (g = 980.6199 gals.).
 NP0163
 NP0163.The modeled gravity was interpolated from observed gravity values.
 NP0163
 NP0163;                    North         East     Units Scale Factor Converg.
 NP0163;SPC NE       -   251,036.769   266,866.635   MT  0.99970533   -1 52 02.6
 NP0163;UTM  13      - 4,658,758.690   680,552.373   MT  1.00000114   +1 27 44.0
 NP0163
 NP0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0163!SPC NE       -   0.99981516  x   0.99970533  =   0.99952055
 NP0163!UTM  13      -   0.99981516  x   1.00000114  =   0.99981630
 NP0163
 NP0163:                Primary Azimuth Mark                     Grid Az
 NP0163:SPC NE       -  AIA A                                    121 46 10.0
 NP0163:UTM  13      -  AIA A                                    118 26 23.4
 NP0163
 NP0163|---------------------------------------------------------------------|
 NP0163| PID    Reference Object                     Distance      Geod. Az  |
 NP0163|                                                           dddmmss.s |
 NP0163| AB4113 AIA A                               APPROX. 1.0 KM 1195407.4 |
 NP0163|---------------------------------------------------------------------|
 NP0163
 NP0163                          SUPERSEDED SURVEY CONTROL
 NP0163
 NP0163  ELLIP H (09/17/98) 1178.75   (m)                       GP(       ) 4 2
 NP0163  NGVD 29 (??/??/92) 1196.906  (m)         3926.85   (f) ADJ UNCH    2 0
 NP0163
 NP0163.Superseded values are not recommended for survey control.
 NP0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0163.See file dsdata.txt to determine how the superseded data were derived.
 NP0163
 NP0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8055258759(NAD 83)
 NP0163_MARKER: DT = TOPOGRAPHIC STATION DISK
 NP0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0163_STAMPING: AP 1967 STA B
 NP0163_MARK LOGO: CGS   
 NP0163_PROJECTION: FLUSH
 NP0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0163+STABILITY: SURFACE MOTION
 NP0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0163+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1997
 NP0163
 NP0163  HISTORY     - Date     Condition        Report By
 NP0163  HISTORY     - 1967     MONUMENTED       CGS
 NP0163  HISTORY     - 1971     GOOD             NGS
 NP0163  HISTORY     - 1980     GOOD             NGS
 NP0163  HISTORY     - 19920915 GOOD             NGS
 NP0163  HISTORY     - 19950822 GOOD             NGS
 NP0163  HISTORY     - 19970721 GOOD             NGS
 NP0163
 NP0163                          STATION DESCRIPTION
 NP0163
 NP0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NP0163'AT ALLIANCE.
 NP0163'THE STATION IS LOCATED AT THE ALLIANCE MUNICIPAL AIRPORT, 201.87
 NP0163'FT ESE FROM A C AND GS WASHER AND NAIL AT THE CENTERLINE OF
 NP0163'RUNWAY END 12, 75.1 FT NE FROM THE CENTERLINE OF RUNWAY 12-30,
 NP0163'150-6 FT WNW FROM THE FIRST RUNWAY LIGHT SOUTH OF RUNWAY END
 NP0163'12 ON THE NORTH SIDE OF THE RUNWAY, 147.9 FT. ESE FROM THE
 NP0163'NORTHERNMOST THRESHOLD LIGHT ON RUNWAY END 12, 50.0 FT. SE FROM
 NP0163'THE EAST EDGE OF A NE-SW TAXIWAY.  THE STATION IS A STANDARD
 NP0163'USC AND GS TOPOGRAPHIC DISK STAMPED AP 1967 STA B SET IN A
 NP0163'8 IN X 8 IN CONCRETE POST IMBEDDED FLUSH WITH THE GROUND.
 NP0163
 NP0163                          STATION RECOVERY (1971)
 NP0163
 NP0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NP0163'RECOVERED IN GOOD CONDITION.
 NP0163
 NP0163                          STATION RECOVERY (1980)
 NP0163
 NP0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NP0163'RECOVERED IN GOOD CONDITION.
 NP0163
 NP0163                          STATION RECOVERY (1992)
 NP0163
 NP0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JLD)
 NP0163'THE STATION IS LOCATED NEAR THE NW END OF RWY 12/30.  THE STATION IS
 NP0163'201.87 FT (61.53 M) E OF CL END RWY 12, 175.1 FT (53.4 M) NE OF THE
 NP0163'CENTERLINE OF THE RUNWAY, 125.0 FT (38.1 M) N OF THE FIRST RUNWAY LT
 NP0163'ON THE N SIDE OF THE RUNWAY, 25 FT (7.6 M) SE OF THE SE EDGE OF THE
 NP0163'TAXIWAY, 15.1 FT (4.6 M) SE OF A TAXIWAY LT.  THE STATION IS A
 NP0163'STANDARD TOPI DISK STAMPED AP 1967 STA B, SET IN THE TOP OF AN 8 INCH
 NP0163'BY 8 INCH CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 NP0163
 NP0163                          STATION RECOVERY (1995)
 NP0163
 NP0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NP0163'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) WEST OF ANTIOCH, 5.6 MI
 NP0163'(9.0 KM) SOUTHEAST OF ALLIANCE, AT THE ALLIANCE MUNICIPAL AIRPORT AND
 NP0163'NEAR THE APPROACH END OF RUNWAY 12.  OWNERSHIP--ALLIANCE AIRPORT
 NP0163'AUTHORITY, PO BOX D, ALLIANCE NE 69301.  AIRPORT MANAGER POSITION IS
 NP0163'NOT FILLED AT THIS TIME, CONTACT JEFF JENSON, PHONE (308) 762-5311. TO
 NP0163'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 385 NORTH AND STATE
 NP0163'HIGHWAY 2 ON THE EAST SIDE OF ALLIANCE, GO EAST ON STATE HIGHWAY 2 FOR
 NP0163'2.25 MI (3.62 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTH THEN
 NP0163'SOUTHEAST ON THE PAVED ROAD FOR 1.85 MI (2.98 KM) TO A GRAVEL ROAD ON
 NP0163'THE RIGHT (JUST PAST A NOAA BUILDING AND RADAR DOME), CONTINUE AHEAD
 NP0163'AND GO SOUTHEAST THEN EAST ON THE PAVED ROAD FOR 0.4 MI (0.6 KM) TO A
 NP0163'GRAVEL ROAD RIGHT LEADING TO A GATE (FIRST GATE WEST OF THE BEACON),
 NP0163'TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 150 FT (45.7 M) TO THE
 NP0163'GATE, PASS THROUGH THE GATE AND GO SOUTH ACROSS THE APRON FOR 0.1 MI
 NP0163'(0.2 KM) TO AN APRON EDGE/PARALLEL TAXIWAY, TURN RIGHT AND GO WEST ON
 NP0163'THE PARALLEL TAXIWAY FOR 0.5 MI (0.8 KM) TO A TAXIWAY CURVE LEFT, BEAR
 NP0163'LEFT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 NP0163'STATION ON THE LEFT.  THE STATION IS 175.5 FT (53.5 M) NORTHEAST OF
 NP0163'THE RUNWAY CENTER, 108.1 FT (32.9 M) NORTH OF THE NORTH CORNER OF THE
 NP0163'CONCRETE PAD FOR A TAXIWAY IDENTIFIER SIGN (A), 73.1 FT (22.3 M)
 NP0163'SOUTHWEST OF THE SOUTH CORNER OF A CONCRETE PAD FOR A RAMP/RUNWAY
 NP0163'IDENTIFIER SIGN, 62.7 FT (19.1 M) SOUTHEAST OF THE TAXIWAY CENTER AND
 NP0163'15.0 FT (4.6 M) NORTHEAST OF A TAXIWAY LIGHT (136).  THIS STATION TO
 NP0163'BE USED AS SACS.
 NP0163
 NP0163                          STATION RECOVERY (1997)
 NP0163
 NP0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0163'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE CURRENT
 NP0163'AIRPORT MANAGER IS BARB WATSON (308) 762-4512.  THE AIRPORT CONTACT IS
 NP0163'TERRY WEISGERBER (308) 762-6413.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0388 ***********************************************************************
 NO0388  DESIGNATION -  AINSPORT
 NO0388  PID         -  NO0388
 NO0388  STATE/COUNTY-  NE/BROWN
 NO0388  USGS QUAD   -  JOHNSTOWN (1985)
 NO0388
 NO0388                         *CURRENT SURVEY CONTROL
 NO0388  ___________________________________________________________________
 NO0388* NAD 83(1995)-  42 34 43.31452(N)    100 00 03.26272(W)     ADJUSTED  
 NO0388* NAVD 88     -       787.0    (meters)    2582.     (feet)  GPS OBS   
 NO0388  ___________________________________________________________________
 NO0388  X           -    -816,967.953 (meters)                     COMP
 NO0388  Y           -  -4,632,826.969 (meters)                     COMP
 NO0388  Z           -   4,293,673.338 (meters)                     COMP
 NO0388  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 NO0388  ELLIP HEIGHT-         764.55  (meters)          (12/10/01) GPS OBS
 NO0388  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 NO0388
 NO0388  HORZ ORDER  -  FIRST
 NO0388  ELLP ORDER  -  FOURTH    CLASS II
 NO0388
 NO0388.This mark is at Ainsworth Municipal Airport (ANW)
 NO0388
 NO0388.The horizontal coordinates were established by GPS observations
 NO0388.and adjusted by the National Geodetic Survey in September 1997..
 NO0388
 NO0388.The orthometric height was determined by GPS observations and a
 NO0388.high-resolution geoid model.
 NO0388
 NO0388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0388
 NO0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0388
 NO0388.The ellipsoidal height was determined by GPS observations
 NO0388.and is referenced to NAD 83.
 NO0388
 NO0388.The geoid height was determined by GEOID03.
 NO0388
 NO0388;                    North         East     Units Scale Factor Converg.
 NO0388;SPC NE       -   304,823.525   499,925.608   MT  0.99983419   -0 00 02.2
 NO0388;UTM  14      - 4,714,517.151   417,862.249   MT  0.99968300   -0 40 38.1
 NO0388
 NO0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0388!SPC NE       -   0.99988011  x   0.99983419  =   0.99971432
 NO0388!UTM  14      -   0.99988011  x   0.99968300  =   0.99956315
 NO0388
 NO0388:                Primary Azimuth Mark                     Grid Az
 NO0388:SPC NE       -  AINSWORTH MUNICIPAL TANK                 106 12 40.2
 NO0388:UTM  14      -  AINSWORTH MUNICIPAL TANK                 106 53 16.1
 NO0388
 NO0388|---------------------------------------------------------------------|
 NO0388| PID    Reference Object                     Distance      Geod. Az  |
 NO0388|                                                           dddmmss.s |
 NO0388| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.11.5 KM 1061238.0 |
 NO0388| CO2046 AINSPORT RM 1                        16.553 METERS 12213     |
 NO0388| NN0822 AINSPORT AZ MK 2                    APPROX. 0.5 KM 1381922.0 |
 NO0388| CO2047 AINSPORT RM 2                       186.903 METERS 14947     |
 NO0388| NO0386 AINSWORTH MUN AIRPORT BCN           209.415 METERS 18542     |
 NO0388| CO2045 AINSPORT AZ MK                                     2480303.1 |
 NO0388| CO2048 AINSPORT RM 3                        21.440 METERS 27151     |
 NO0388|---------------------------------------------------------------------|
 NO0388
 NO0388                          SUPERSEDED SURVEY CONTROL
 NO0388
 NO0388  ELLIP H (09/18/97)  764.60   (m)                       GP(       ) 4 2
 NO0388  NAD 83(1995)-  42 34 43.31365(N)    100 00 03.26377(W) AD(       ) 2
 NO0388  ELLIP H (08/18/97)  764.62   (m)                       GP(       ) 4 1
 NO0388  NAD 83(1986)-  42 34 43.32111(N)    100 00 03.27753(W) AD(       ) 2
 NO0388  NAD 27      -  42 34 43.32000(N)    100 00 01.82800(W) AD(       ) 2
 NO0388  NGVD 29 (02/23/90)  786.7    (m)         2581.     (f) GPS OBS        
 NO0388
 NO0388.Superseded values are not recommended for survey control.
 NO0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0388.See file dsdata.txt to determine how the superseded data were derived.
 NO0388
 NO0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1786214517(NAD 83)
 NO0388_MARKER: DS = TRIANGULATION STATION DISK
 NO0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0388_SP_SET: CONCRETE POST
 NO0388_STAMPING: AINSPORT 1949
 NO0388_MARK LOGO: CGS   
 NO0388_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0388+STABILITY: SURFACE MOTION
 NO0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0388+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997
 NO0388
 NO0388  HISTORY     - Date     Condition        Report By
 NO0388  HISTORY     - 1949     MONUMENTED       CGS
 NO0388  HISTORY     - 1949     GOOD             CGS
 NO0388  HISTORY     - 19890505 GOOD             NGS
 NO0388  HISTORY     - 19900718 GOOD             NGS
 NO0388  HISTORY     - 19950707 GOOD             NGS
 NO0388  HISTORY     - 19970715 GOOD             NGS
 NO0388
 NO0388                          STATION DESCRIPTION
 NO0388
 NO0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0388'THE STATION IS LOCATED ABOUT 7.0 MILES WEST AND 2.0 MILES NORTH
 NO0388'OF AINSWORTH AND 3.0 MILES EAST OF JOHNSTOWN ON THE GROUNDS
 NO0388'OF THE AINSWORTH MUNICIPAL AIRPORT.  IT IS IN THE NORTHEAST
 NO0388'ANGLE OF CROSSROAD, 0.1 MILE NORTH OF THE HANGAR, 108 FEET
 NO0388'SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING T-7-01, 105
 NO0388'FEET EAST OF NORTH-SOUTH ROAD AND 52 FEET NORTH OF THE CENTER
 NO0388'OF EAST-WEST ROAD.  IT IS STAMPED AINSPORT 1949 AND SET FLUSH
 NO0388'WITH THE GROUND SURFACE.
 NO0388'
 NO0388'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, 24 FEET
 NO0388'NORTH OF THE CENTER OF EAST-WEST ROAD.  IT IS STAMPED AINSPORT
 NO0388'NO 1 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NO0388'
 NO0388'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, SET IN THE
 NO0388'CONCRETE PARKING STRIP, 20 FEET SOUTHEAST OF THE PARKING STRIP
 NO0388'EDGE, 45 FEET WEST OF THE CENTER OF NORTH-SOUTH TAXI STRIP
 NO0388'AND ABOUT 300 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 NO0388'HANGAR.  IT IS STAMPED AINSPORT NO 2 1949 AND SET FLUSH WITH
 NO0388'THE CONCRETE SURFACE.
 NO0388'
 NO0388'REFERENCE MARK NO 3 IS WEST OF THE STATION, 35 FEET EAST OF
 NO0388'THE CENTER OF NORTH-SOUTH ROAD TO BUILDING T-7-01 AND 1 FOOT
 NO0388'EAST OF POWER LINE POLE.  IT IS STAMPED AINSPORT NO 3 1949
 NO0388'AND SET FLUSH WITH THE GROUND SURFACE.
 NO0388'
 NO0388'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHWEST OF THE STATION,
 NO0388'45 FEET WEST OF THE CENTER OF NORTH-SOUTH MACADAM ROAD TO
 NO0388'AIRPORT, 1 FOOT NORTH OF WITNESS POST AND 1 FOOT EAST OF
 NO0388'NORTH-SOUTH FENCE LINE.  IT IS STAMPED AINSPORT 1949 AND
 NO0388'PROJECTS 4 INCHES.
 NO0388'
 NO0388'TO REACH THE STATION FROM THE RAILROAD STATION IN JOHNSTOWN,
 NO0388'GO EAST-SOUTHEAST ON U.S. HIGHWAY 20 TOWARDS AINSWORTH FOR 2.65
 NO0388'MILES TO CROSSROAD, TURN LEFT AND GO NORTH ON MACADAM ROAD
 NO0388'FOR 1.2 MILES TO THE AZIMUTH MARK ON THE WEST SIDE AS DESCRIBED,
 NO0388'CONTINUE NORTH FOR 0.1 MILE TO ENTRANCE TO THE AIRPORT ON RIGHT,
 NO0388'TURN RIGHT AND GO EAST FOR 0.4 MILE TO CROSSROAD AND BUILDING
 NO0388'T-7-01 ON THE LEFT AND STATION IN THE NORTHEAST ANGLE AS
 NO0388'DESCRIBED.
 NO0388'
 NO0388'AN 87 FOOT SIGNAL AT STATION AINSWORTH IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'A 4 FOOT SIGNAL AT STATION BONE IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'A 4 FOOT SIGNAL AT STATION SALZMAN IS VISIBLE AT 4 FEET
 NO0388'
 NO0388'A 4 FOOT SIGNAL AT STATION KELLER USGS IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'A 4 FOOT SIGNAL AT STATION BRIDGE IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'A 4 FOOT SIGNAL AT STATION RUSH IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'A 74 FOOT SIGNAL AT STATION WOOD LAKE IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'A 4 FOOT SIGNAL AT STATION NIOBRARA USGS IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'A 74 FOOT SIGNAL AT STATION HIGHLAND IS VISIBLE AT 37 FEET
 NO0388'
 NO0388'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NO0388
 NO0388                          STATION RECOVERY (1949)
 NO0388
 NO0388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NO0388'RECOVERED IN GOOD CONDITION.
 NO0388
 NO0388                          STATION RECOVERY (1989)
 NO0388
 NO0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NO0388'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) WEST-NORTHWEST OF
 NO0388'AINSWORTH AND 4.2 KM (2.60 MI) EAST OF JOHNSTOWN, AT THE AINSWORTH
 NO0388'MUNICIPAL AIRPORT, IN AN OPEN FIELD ON THE WEST SIDE OF THE AIRPORT.
 NO0388'OWNERSHIP--AINSWORTH AIRPORT AUTHORITY, RR 1, 244 WEST 7TH STREET,
 NO0388'AINSWORTH, NEBRASKA 69210.  AIRPORT MANAGER IS LANCE SCHIPPOREIT,
 NO0388'TELEPHONE 402-387-1491.
 NO0388'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE
 NO0388'HIGHWAY 7 ON THE WEST SIDE OF AINSWORTH, GO WEST ON US HIGHWAY 20 FOR
 NO0388'12.2 KM (7.60 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A PAVED
 NO0388'ROAD FOR 2.0 KM (1.25 MI) TO A CROSSROAD AT PAVEMENT END.  TURN
 NO0388'RIGHT AND GO EAST ON A DIRT ROAD FOR 0.70 KM (0.45 MI) TO A CURVE IN
 NO0388'THE ROAD AND A TRACK ROAD LEFT.  BEAR LEFT AND GO EAST ON THE TRACK
 NO0388'ROAD FOR ABOUT 40 M (131.2 FT) TO THE STATION ON THE LEFT.
 NO0388'THE STATION MARK IS SET 23.6 M (77.4 FT) SOUTHEAST OF THE SOUTH ONE OF
 NO0388'THREE LARGE COTTONWOOD TREES, 23.2 M (76.1 FT) EAST-NORTHEAST OF A
 NO0388'UTILITY GUYPOLE, 16.2 M (53.1 FT) NORTH OF THE APPROXIMATE CENTER OF
 NO0388'THE TRACK ROAD, 14.7 M (48.2 FT) SOUTH-SOUTHEAST OF A CEILIOMETER,
 NO0388'12.6 M (41.3 FT) NORTH-NORTHEAST OF THE NORTH END OF A CONCRETE DRAIN
 NO0388'PIPE UNDER THE ROAD , 0.4 M (1.3 FT) SOUTH OF A CARSONITE WITNESS POST
 NO0388'AND RECESSED 5 CM.
 NO0388'DESCRIBED BY R.D.BALL.
 NO0388
 NO0388                          STATION RECOVERY (1990)
 NO0388
 NO0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NO0388'THE STATION IS LOCATED AT THE AINSWORTH MUNI AIRPORT NORTH OF THE
 NO0388'TERMINAL BUILDING.  IT IS 108 FT (32.9 M) SOUTHEAST OF THE SOUTHEAST
 NO0388'CORNER OF A CONCRETE BUILDING FOUNDATION, 77 FT (23.5 M) SOUTHEAST OF
 NO0388'THE SOUTH ONE OF THREE LARGE TREES, 76.2 FT (23.2 M) NORTHEASTERLY OF
 NO0388'A WOOD GUY POLE AND 53 FT (16.2 M) NORTH OF THE CENTERLINE OF A TRACK
 NO0388'ROAD.  THE STATION IS A TRIANGULATION DISK SET IN THE TOP OF A
 NO0388'CONCRETE POST WHICH PROJECTS 0.2 FT (6.1 CM) ABOVE THE SURFACE. NOTE,
 NO0388'SEE ALSO QUAD 421001 STA 1001.
 NO0388
 NO0388                          STATION RECOVERY (1995)
 NO0388
 NO0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NO0388'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF
 NO0388'AINSWORTH, 3.0 MI (4.8 KM) EAST OF JOHNSTOWN AND AT THE AINSWORTH
 NO0388'MUNICIPAL AIRPORT, IN A OPEN FIELD ON THE WEST SIDE OF THE AIRPORT.
 NO0388'OWNERSHIP--AINSWORTH AIRPORT AUTHORITY, PO BOX 165, AINSWORTH NE
 NO0388'69210.  AIRPORT MANAGER IS LANCE SCHIPPOREIT, PHONE (402) 387-1491. TO
 NO0388'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE HIGHWAY
 NO0388'7 SOUTH ON THE WEST SIDE OF AINSWORTH, GO WEST ON US HIGHWAY 20 FOR
 NO0388'7.6 MI (12.2 KM) TO AN INTERSECTION, TURN RIGHT AND GO NORTH ON A
 NO0388'PAVED ROAD FOR 1.25 MI (2.01 KM) TO AN INTERSECTION, TURN RIGHT AND GO
 NO0388'EAST ON A GRAVEL ROAD FOR 0.4 MI (0.6 KM) TO A FORK RIGHT, CONTINUE
 NO0388'AHEAD AND GO EAST ON A DIRT ROAD FOR 40 M (131.2 FT) TO THE STATION ON
 NO0388'THE LEFT.  THE STATION IS RECESSED 5 CM BELOW GROUND. LOCATED 77.4 FT
 NO0388'(23.6 M) SOUTHEAST OF THE MOST SOUTHERLY OF THREE LARGE COTTONWOOD
 NO0388'TREES, 76.1 FT (23.2 M) EAST-NORTHEAST OF A UTILITY GUY POLE, 53.1 FT
 NO0388'(16.2 M) NORTH OF THE APPROXIMATE CENTER OF THE DIRT ROAD, 48.2 FT
 NO0388'(14.7 M) SOUTH-SOUTHEAST OF A CEILOMETER, 41.3 FT (12.6 M)
 NO0388'NORTH-NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT AND 1.3 FT (0.4
 NO0388'M) SOUTH OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 NO0388
 NO0388                          STATION RECOVERY (1997)
 NO0388
 NO0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NO0388'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0822 ***********************************************************************
 NN0822  SACS        -  This is a Secondary Airport Control Station.
 NN0822  DESIGNATION -  AINSPORT AZ MK 2
 NN0822  PID         -  NN0822
 NN0822  STATE/COUNTY-  NE/BROWN
 NN0822  USGS QUAD   -  AINSWORTH SW (1954)
 NN0822
 NN0822                         *CURRENT SURVEY CONTROL
 NN0822  ___________________________________________________________________
 NN0822* NAD 83(1995)-  42 34 31.10144(N)    099 59 48.55184(W)     ADJUSTED  
 NN0822* NAVD 88     -       788.15   (meters)    2585.8    (feet)  GPS OBS   
 NN0822  ___________________________________________________________________
 NN0822  X           -    -816,681.950 (meters)                     COMP
 NN0822  Y           -  -4,633,137.191 (meters)                     COMP
 NN0822  Z           -   4,293,396.577 (meters)                     COMP
 NN0822  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 NN0822  ELLIP HEIGHT-         765.70  (meters)          (12/10/01) GPS OBS
 NN0822  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 NN0822
 NN0822  HORZ ORDER  -  FIRST
 NN0822  ELLP ORDER  -  FOURTH    CLASS II
 NN0822
 NN0822.This mark is at Ainsworth Municipal Airport (ANW)
 NN0822
 NN0822.The horizontal coordinates were established by GPS observations
 NN0822.and adjusted by the National Geodetic Survey in September 1997..
 NN0822
 NN0822.The orthometric height was determined by GPS observations and a
 NN0822.high-resolution geoid model.
 NN0822
 NN0822.GPS derived orthometric heights for airport stations designated as
 NN0822.PACS or SACS are published to 2 decimal places.  This maintains
 NN0822.centimeter relative accuracy between the PACS and SACS.  It does
 NN0822.not indicate centimeter accuracy relative to other marks which are
 NN0822.part of the NAVD 88 network.
 NN0822
 NN0822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0822
 NN0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0822
 NN0822.The ellipsoidal height was determined by GPS observations
 NN0822.and is referenced to NAD 83.
 NN0822
 NN0822.The geoid height was determined by GEOID03.
 NN0822
 NN0822;                    North         East     Units Scale Factor Converg.
 NN0822;SPC NE       -   304,446.736   500,261.039   MT  0.99983308   +0 00 07.6
 NN0822;UTM  14      - 4,714,136.485   418,193.157   MT  0.99968234   -0 40 28.0
 NN0822
 NN0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0822!SPC NE       -   0.99987993  x   0.99983308  =   0.99971303
 NN0822!UTM  14      -   0.99987993  x   0.99968234  =   0.99956231
 NN0822
 NN0822:                Primary Azimuth Mark                     Grid Az
 NN0822:SPC NE       -  AINSPORT                                 318 19 24.4
 NN0822:UTM  14      -  AINSPORT                                 319 00 00.0
 NN0822
 NN0822|---------------------------------------------------------------------|
 NN0822| PID    Reference Object                     Distance      Geod. Az  |
 NN0822|                                                           dddmmss.s |
 NN0822| NO0388 AINSPORT                            APPROX. 0.5 KM 3181932.0 |
 NN0822|---------------------------------------------------------------------|
 NN0822
 NN0822                          SUPERSEDED SURVEY CONTROL
 NN0822
 NN0822  ELLIP H (09/18/97)  765.75   (m)                       GP(       ) 4 2
 NN0822  NAD 83(1995)-  42 34 31.10055(N)    099 59 48.55284(W) AD(       ) 3
 NN0822  ELLIP H (08/18/97)  765.77   (m)                       GP(       ) 4 1
 NN0822  NAD 83(1986)-  42 34 31.10783(N)    099 59 48.56625(W) AD(       ) 3
 NN0822  NGVD 29 (02/23/90)  787.9    (m)         2585.     (f) GPS OBS        
 NN0822
 NN0822.Superseded values are not recommended for survey control.
 NN0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0822.See file dsdata.txt to determine how the superseded data were derived.
 NN0822
 NN0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1819314136(NAD 83)
 NN0822_MARKER: I = METAL ROD
 NN0822_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NN0822_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NN0822_STAMPING: AINSPORT AZ MK 2 1989
 NN0822_MARK LOGO: NGS   
 NN0822_PROJECTION: FLUSH
 NN0822_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0822+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997
 NN0822_ROD/PIPE-DEPTH: 22.7 meters
 NN0822_SLEEVE-DEPTH  : 1.0 meters
 NN0822
 NN0822  HISTORY     - Date     Condition        Report By
 NN0822  HISTORY     - 1989     MONUMENTED       NGS
 NN0822  HISTORY     - 19890615 GOOD             NGS
 NN0822  HISTORY     - 19950707 SEE DESCRIPTION  NGS
 NN0822  HISTORY     - 19970715 GOOD             NGS
 NN0822
 NN0822                          STATION DESCRIPTION
 NN0822
 NN0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NN0822'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) WEST-NORTHWEST OF
 NN0822'AINSWORTH, AT THE AINSWORTH MUNICIPAL AIRPORT, NEAR THE JUNCTION OF A
 NN0822'TAXIWAY AND RUNWAY 17-35.  OWNERSHIP--AINSWORTH AIRPORT AUTHORITY, RR
 NN0822'1, 244 WEST 7TH STREET, AINSWORTH, NE 69210.  THE AIRPORT MANAGER IS
 NN0822'LANCE SCHIPPOREIT, TELEPHONE IS 402-387-1491.
 NN0822'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NN0822'HIGHWAY 7, ON THE WEST SIDE OF AINSWORTH, GO WEST ON U.S. HIGHWAY 20
 NN0822'FOR 12.2 KM (7.60 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST ON THE
 NN0822'PAVED ROAD FOR 2.00 KM (1.25 MI) TO A CROSSROAD AT THE PAVEMENT END.
 NN0822'TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.70 KM (0.45 MI), THEN
 NN0822'SOUTH ON THE DIRT ROAD FOR 0.17 KM (0.10 MI) TO THE OFFICE BUILDING ON
 NN0822'THE LEFT, THEN GO SOUTH-SOUTHEAST ACROSS AN APRON FOR 0.24 KM
 NN0822'(0.15 MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND GO EAST ON THE
 NN0822'TAXIWAY FOR 0.22 KM (0.15 MI) TO ITS JUNCTION WITH RUNWAY 17-35 AND
 NN0822'THE STATION ON THE LEFT.
 NN0822'THE STATION MARK IS SET 28.2 M (92.5 FT) WEST OF THE RUNWAY
 NN0822'CENTERLINE, 13.2 M (43.3 FT) NORTH OF THE TAXIWAY CENTERLINE, 3.9 M
 NN0822'(12.8 FT) NORTH OF TWO TAXIWAY LIGHTS AND 2.5 M (8.2 FT) SOUTHWEST OF
 NN0822'A CONCRETE DUCT COVER.
 NN0822'DESCRIBED R.D.BALL.
 NN0822'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NN0822
 NN0822                          STATION RECOVERY (1989)
 NN0822
 NN0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NN0822'THE STATION IS LOCATED AT THE AINSWORTH MUNI AIRPORT AT THE
 NN0822'INTERSECTION OF THE TAXIWAY FROM THE RAMP AND RUNWAY 17/35.  IT IS
 NN0822'92.5 FT (28.2 M) WEST OF THE CENTERLINE OF RUNWAY 17/35, 43.2 FT (13.2
 NN0822'M) NORTH OF THE CENTERLINE OF THE EAST/WEST TAXIWAY AND 12.7 FT (3.9
 NN0822'M) NORTH OF THE WEST ONE OF TWO TAXIWAY LIGHTS.  THE STATION IS A
 NN0822'STAINLESS STEEL ROD SET WITHIN A PVC PIPE WITH A COVER.  THE RIM IS
 NN0822'INSCRIBED AINSPORT AZ MK 2 1989.
 NN0822
 NN0822                          STATION RECOVERY (1995)
 NN0822
 NN0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NN0822'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF
 NN0822'AINSWORTH, 3.0 MI (4.8 KM) EAST OF JOHNSTOWN AND AT THE AINSWORTH
 NN0822'MUNICIPAL AIRPORT NEAR THE JUNCTION OF A CONNECTOR TAXIWAY AND RUNWAY
 NN0822'17/35.  OWNERSHIP--AINSWORTH AIRPORT AUTHORITY, PO BOX 165, AINSWORTH
 NN0822'NE 69210.  AIRPORT MANAGER IS LANCE SCHIPPOREIT, PHONE (402) 387-1491.
 NN0822'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE
 NN0822'HIGHWAY 7 SOUTH ON THE WEST SIDE OF AINSWORTH, GO WEST ON US HIGHWAY
 NN0822'20 FOR 7.6 MI (12.2 KM) TO AN INTERSECTION, TURN RIGHT AND GO NORTH ON
 NN0822'A PAVED ROAD FOR 1.25 MI (2.01 KM) TO AN INTERSECTION, TURN RIGHT AND
 NN0822'GO EAST ON A GRAVEL ROAD FOR 0.4 MI (0.6 KM) TO A FORK RIGHT, BEAR
 NN0822'RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.1 MI (0.2 KM) TO AN OFFICE
 NN0822'BUILDING ON THE LEFT AND AN APRON AHEAD, BEAR LEFT AND GO
 NN0822'SOUTH-SOUTHWEST ACROSS THE APRON FOR 0.15 MI (0.24 KM) TO A CONNECTOR
 NN0822'TAXIWAY ON THE LEFT, TURN LEFT AND GO EAST ON THE CONNECTOR TAXIWAY
 NN0822'FOR 0.15 MI (0.24 KM) TO THE JUNCTION WITH A RUNWAY JUST AHEAD AND THE
 NN0822'STATION ON THE LEFT.  THE STATION WAS FOUND WITH THE ACCESS COVER
 NN0822'MISSING, 92.5 FT (28.2 M) WEST OF THE RUNWAY CENTER, 13.8 FT (4.2 M)
 NN0822'NORTH OF THE MOST EASTERLY OF TWO TAXIWAY LIGHTS AND 7.0 FT (2.1 M)
 NN0822'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE DUCT COVER.  THIS
 NN0822'STATION TO BE USED AS SACS.
 NN0822
 NN0822                          STATION RECOVERY (1997)
 NN0822
 NN0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NN0822'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0386 ***********************************************************************
 NO0386  DESIGNATION -  AINSWORTH MUN AIRPORT BCN
 NO0386  PID         -  NO0386
 NO0386  STATE/COUNTY-  NE/BROWN
 NO0386  USGS QUAD   -  JOHNSTOWN (1985)
 NO0386
 NO0386                         *CURRENT SURVEY CONTROL
 NO0386  ___________________________________________________________________
 NO0386* NAD 83(1995)-  42 34 36.56149(N)    100 00 04.17589(W)     ADJUSTED  
 NO0386* NAVD 88     -                                                        
 NO0386  ___________________________________________________________________
 NO0386  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 NO0386  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 NO0386
 NO0386  HORZ ORDER  -  THIRD
 NO0386
 NO0386.This mark is at Ainsworth Municipal Airport (ANW)
 NO0386
 NO0386.The horizontal coordinates were established by classical geodetic methods
 NO0386.and adjusted by the National Geodetic Survey in August 1997..
 NO0386
 NO0386
 NO0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0386
 NO0386.The geoid height was determined by GEOID03.
 NO0386
 NO0386;                    North         East     Units Scale Factor Converg.
 NO0386;SPC NE       -   304,615.183   499,904.784   MT  0.99983357   -0 00 02.8
 NO0386;UTM  14      - 4,714,309.101   417,838.970   MT  0.99968305   -0 40 38.6
 NO0386
 NO0386                          SUPERSEDED SURVEY CONTROL
 NO0386
 NO0386  NAD 83(1986)-  42 34 36.56975(N)    100 00 04.18878(W) AD(       ) 4
 NO0386  NAD 27      -  42 34 36.55800(N)    100 00 02.73900(W) AD(       ) 3
 NO0386
 NO0386.Superseded values are not recommended for survey control.
 NO0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0386.See file dsdata.txt to determine how the superseded data were derived.
 NO0386
 NO0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1783914309(NAD 83)
 NO0386_MARKER: 21 = AIRPORT BEACON
 NO0386
 NO0386  HISTORY     - Date     Condition        Report By
 NO0386  HISTORY     - 1949     FIRST OBSERVED   CGS
 NO0386
 NO0386                          STATION DESCRIPTION
 NO0386
 NO0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0386'THE BEACON IS LOCATED ABOUT 7.0 MILES WEST AND 2.0 MILES NORTH
 NO0386'OF AINSWORTH AND ABOUT 3.0 MILES EAST-NORTHEAST OF JOHNSTOWN
 NO0386'ON TOP OF THE CENTER OF A HANGAR AT THE AINSWORTH MUNICIPAL
 NO0386'AIRPORT.
 NO0386'
 NO0386'IT HAS AN OVERALL HEIGHT OF ABOUT 60.0 FEET AND HAS A REVOLVING
 NO0386'WHITE LIGHT AT THE TOP.  THE POINT OBSERVED UPON WAS THE
 NO0386'REVOLVING WHITE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0387 ***********************************************************************
 NO0387  DESIGNATION -  AINSWORTH MUN APT CONTROL TWR
 NO0387  PID         -  NO0387
 NO0387  STATE/COUNTY-  NE/BROWN
 NO0387  USGS QUAD   -  JOHNSTOWN (1985)
 NO0387
 NO0387                         *CURRENT SURVEY CONTROL
 NO0387  ___________________________________________________________________
 NO0387* NAD 83(1995)-  42 34 40.25177(N)    100 00 03.83975(W)     ADJUSTED  
 NO0387* NAVD 88     -                                                        
 NO0387  ___________________________________________________________________
 NO0387  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 NO0387  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 NO0387
 NO0387  HORZ ORDER  -  THIRD
 NO0387
 NO0387.The horizontal coordinates were established by classical geodetic methods
 NO0387.and adjusted by the National Geodetic Survey in August 1997..
 NO0387
 NO0387
 NO0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0387
 NO0387.The geoid height was determined by GEOID03.
 NO0387
 NO0387;                    North         East     Units Scale Factor Converg.
 NO0387;SPC NE       -   304,729.034   499,912.450   MT  0.99983391   -0 00 02.5
 NO0387;UTM  14      - 4,714,422.837   417,847.979   MT  0.99968303   -0 40 38.5
 NO0387
 NO0387                          SUPERSEDED SURVEY CONTROL
 NO0387
 NO0387  NAD 83(1986)-  42 34 40.25992(N)    100 00 03.85076(W) AD(       ) 4
 NO0387  NAD 27      -  42 34 40.25500(N)    100 00 02.40700(W) AD(       ) 3
 NO0387
 NO0387.Superseded values are not recommended for survey control.
 NO0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0387.See file dsdata.txt to determine how the superseded data were derived.
 NO0387
 NO0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1784814423(NAD 83)
 NO0387_MARKER: 58 = CONTROL TOWER
 NO0387
 NO0387  HISTORY     - Date     Condition        Report By
 NO0387  HISTORY     - 1949     FIRST OBSERVED   CGS
 NO0387
 NO0387                          STATION DESCRIPTION
 NO0387
 NO0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0387'THE CONTROL TOWER IS LOCATED ABOUT 7.0 MILES WEST AND 2.0
 NO0387'MILES NORTH OF AINSWORTH AND ABOUT 3.0 MILES EAST-NORTHEAST
 NO0387'OF JOHNSTOWN AT THE AINSWORTH MUNICIPAL AIRPORT.
 NO0387'
 NO0387'IT IS A FOUR LEGGED WOODEN STRUCTURE SUPPORTING A GLASS ENCLOSED
 NO0387'CABIN AT THE TOP.  IT HAS AN OVERALL HEIGHT OF 60.0 FEET
 NO0387'AND THE POINT OBSERVED UPON WAS THE CENTER OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0791 ***********************************************************************
 NN0791  DESIGNATION -  AINSWORTH MUNICIPAL TANK
 NN0791  PID         -  NN0791
 NN0791  STATE/COUNTY-  NE/BROWN
 NN0791  USGS QUAD   -  AINSWORTH (1954)
 NN0791
 NN0791                         *CURRENT SURVEY CONTROL
 NN0791  ___________________________________________________________________
 NN0791* NAD 83(1995)-  42 32 58.81064(N)    099 51 58.42995(W)     ADJUSTED  
 NN0791* NAVD 88     -                                                        
 NN0791  ___________________________________________________________________
 NN0791  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 NN0791  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 NN0791
 NN0791  HORZ ORDER  -  THIRD
 NN0791
 NN0791.The horizontal coordinates were established by classical geodetic methods
 NN0791.and adjusted by the National Geodetic Survey in August 1997..
 NN0791
 NN0791
 NN0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0791
 NN0791.The geoid height was determined by GEOID03.
 NN0791
 NN0791;                    North         East     Units Scale Factor Converg.
 NN0791;SPC NE       -   301,607.924   510,985.081   MT  0.99982479   +0 05 19.1
 NN0791;UTM  14      - 4,711,171.907   428,881.309   MT  0.99966223   -0 35 08.9
 NN0791
 NN0791                          SUPERSEDED SURVEY CONTROL
 NN0791
 NN0791  NAD 83(1986)-  42 32 58.81803(N)    099 51 58.44128(W) AD(       ) 4
 NN0791  NAD 27      -  42 32 58.81900(N)    099 51 57.00300(W) AD(       ) 3
 NN0791
 NN0791.Superseded values are not recommended for survey control.
 NN0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0791.See file dsdata.txt to determine how the superseded data were derived.
 NN0791
 NN0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2888111172(NAD 83)
 NN0791_MARKER: 53 = ELEVATED TANK
 NN0791
 NN0791  HISTORY     - Date     Condition        Report By
 NN0791  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0791  HISTORY     - 1949     GOOD             CGS
 NN0791
 NN0791                          STATION DESCRIPTION
 NN0791
 NN0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0791'POINT OBSERVED UPON WAS FINIAL ON TOP MUNICIPAL WATER TANK
 NN0791'IN AINSWORTH, APPROX. 110 FT. HIGH, BUILT 1927.
 NN0791'
 NN0791'STATION WAS OBSERVED FROM SELDEN, SIMPSON, LAMB, NEWPORT,
 NN0791'BASSETT, BLAINE,
 NN0791
 NN0791                          STATION RECOVERY (1949)
 NN0791
 NN0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0791'THE WATER TANK IS LOCATED AT THE WEST EDGE OF AINSWORTH AND IS
 NN0791'100.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 20.
 NN0791'
 NN0791'THE TANK PROPER IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND
 NN0791'HAS A CONICAL ROOF WITH A BALL AT THE APEX.  THE POINT OBSERVED
 NN0791'UPON WAS THE BALL AT THE APEX OF THE ROOF.  THE OVERALL HEIGHT
 NN0791'IS ABOUT 115 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1050 ***********************************************************************
 LG1050  DESIGNATION -  AIR
 LG1050  PID         -  LG1050
 LG1050  STATE/COUNTY-  NE/GAGE
 LG1050  USGS QUAD   -  BEATRICE EAST (1980)
 LG1050
 LG1050                         *CURRENT SURVEY CONTROL
 LG1050  ___________________________________________________________________
 LG1050* NAD 83(1995)-  40 17 59.52139(N)    096 44 52.04868(W)     ADJUSTED  
 LG1050* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 LG1050  ___________________________________________________________________
 LG1050  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 LG1050  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 LG1050
 LG1050  HORZ ORDER  -  SECOND
 LG1050
 LG1050.This mark is at Beatrice Municipal Airport (BIE)
 LG1050
 LG1050.The horizontal coordinates were established by classical geodetic methods
 LG1050.and adjusted by the National Geodetic Survey in August 1997..
 LG1050
 LG1050.The orthometric height was scaled from a topographic map.
 LG1050
 LG1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1050
 LG1050.The geoid height was determined by GEOID03.
 LG1050
 LG1050;                    North         East     Units Scale Factor Converg.
 LG1050;SPC NE       -    56,999.754   776,401.055   MT  0.99987788   +2 09 18.8
 LG1050;UTM  14      - 4,463,474.333   691,412.427   MT  1.00005103   +1 27 25.7
 LG1050
 LG1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1050!SPC NE       -   0.99994197  x   0.99987788  =   0.99981986
 LG1050!UTM  14      -   0.99994197  x   1.00005103  =   0.99999300
 LG1050
 LG1050:                Primary Azimuth Mark                     Grid Az
 LG1050:SPC NE       -  AIR AZ MK                                003 31 50.5
 LG1050:UTM  14      -  AIR AZ MK                                004 13 43.6
 LG1050
 LG1050|---------------------------------------------------------------------|
 LG1050| PID    Reference Object                     Distance      Geod. Az  |
 LG1050|                                                           dddmmss.s |
 LG1050| LG1244 AIR AZ MK                                          0054109.3 |
 LG1050| CL6719 AIR RM 1                             34.409 METERS 04837     |
 LG1050| LG1243 AIR RM 4                             58.741 METERS 08834     |
 LG1050| CL6720 AIR RM 2                             32.266 METERS 13802     |
 LG1050| LG1051 BEATRICE GAGE CO CTHSE DOME         APPROX. 3.2 KM 1771400.3 |
 LG1050| LG1049 BEATRICE ST JOSEPH CATH CHURCH      APPROX. 3.4 KM 1781510.5 |
 LG1050| LG1071 BEATRICE NORRIS PWR RADIO MAST      APPROX. 6.9 KM 2150845.7 |
 LG1050| LG1203 BEAPORT AZ MK                       458.588 METERS 2712858.0 |
 LG1050| LG1242 AIR RM 3                             68.022 METERS 35813     |
 LG1050|---------------------------------------------------------------------|
 LG1050
 LG1050                          SUPERSEDED SURVEY CONTROL
 LG1050
 LG1050  NAD 83(1986)-  40 17 59.53109(N)    096 44 52.04327(W) AD(       ) 2
 LG1050  NAD 27      -  40 17 59.53400(N)    096 44 50.94800(W) AD(       ) 2
 LG1050  NGVD 29 (02/23/90)  394.75   (m)         1295.1    (f) LEVELING    3  
 LG1050
 LG1050.Superseded values are not recommended for survey control.
 LG1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1050.See file dsdata.txt to determine how the superseded data were derived.
 LG1050
 LG1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9141263474(NAD 83)
 LG1050_MARKER: DS = TRIANGULATION STATION DISK
 LG1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1050_SP_SET: SQUARE CONCRETE MONUMENT
 LG1050_STAMPING: AIR 1947 1969
 LG1050_MARK LOGO: CGS   
 LG1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1050+STABILITY: SURFACE MOTION
 LG1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1050+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1988
 LG1050
 LG1050  HISTORY     - Date     Condition        Report By
 LG1050  HISTORY     - 1947     MONUMENTED       CGS
 LG1050  HISTORY     - 1947     GOOD             CGS
 LG1050  HISTORY     - 1952     GOOD             CGS
 LG1050  HISTORY     - 1959     GOOD             CGS
 LG1050  HISTORY     - 1961     GOOD             CGS
 LG1050  HISTORY     - 1969     GOOD             CGS
 LG1050  HISTORY     - 1977     GOOD             NEDR
 LG1050  HISTORY     - 19880322 GOOD             NGS
 LG1050
 LG1050                          STATION DESCRIPTION
 LG1050
 LG1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1050'THE STATION IS LOCATED ABOUT 2.25 MILES NORTH OF BEATRICE
 LG1050'AT THE BEATRICE MUNICIPAL AIRPORT.  IT IS ABOUT 0.05 MILE EAST OF
 LG1050'THE BEACON, 97 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 LG1050'OF A SMALL SHED AND 111 FEET WEST OF THE NORTHWEST CORNER OF
 LG1050'A HOUSE.  IT IS STAMPED AIR 1947 AND IS FLUSH WITH THE SURFACE
 LG1050'OF THE GROUND.
 LG1050'
 LG1050'REFERENCE MARK NO. 1 IS 81 FEET NORTH-NORTHWEST OF THE NORTHWEST
 LG1050'CORNER OF THE HOUSE 7.5 FEET SOUTH OF A 12-INCH ELM TREE AND
 LG1050'8 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD.  IT IS STAMPED
 LG1050'AIR NO 1 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1050'
 LG1050'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF A CULTIVATED FIELD,
 LG1050'9.5 FEET WEST OF A 10-INCH ELM TREE AND 65 FEET SOUTHWEST
 LG1050'OF THE SOUTHWEST CORNER OF THE HOUSE.  IT IS STAMPED AIR NO
 LG1050'2 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1050'
 LG1050'THE AZIMUTH MARK IS IN THE NORTHEAST SECTION OF THE AIRFIELD,
 LG1050'2 FEET EAST OF A RED AND WHITE PAINTED LIGHT POLE, 3 FEET
 LG1050'WEST OF A NORTH-SOUTH FENCE LINE, 53.5 FEET WEST OF THE CENTER
 LG1050'OF U.S. HIGHWAY 77 AND 88 FEET SOUTH OF A FENCE CORNER.  IT IS
 LG1050'STAMPED AIR 1947 AND PROJECTS 4 INCHES.
 LG1050'
 LG1050'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND
 LG1050'STATE HIGHWAYS 3 AND 4 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77
 LG1050'FOR 2.3 MILES TO THE AIRPORT AND THE STATION ON THE LEFT.
 LG1050'
 LG1050'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 LG1050'HIGHWAY 77 FOR 0.5 MILE TO THE MARK ON THE LEFT.
 LG1050'
 LG1050'A 74-FOOT SIGNAL AT PICKRELL IS VISIBLE AT 10 FEET.
 LG1050'
 LG1050'A 74-FOOT SIGNALL AT BEAR IS VISIBLE AT 40 FEET.
 LG1050'
 LG1050'A 74-FOOT SIGNAL AT HUNT IS VISIBLE AT 40 FEET.
 LG1050'
 LG1050'A 74-FOOT SIGNAL AT BEATRICE IS VISIBLE AT 30 FEET.
 LG1050'
 LG1050'A 74-FOOT SIGNAL AT SICILY IS VISIBLE AT 30 FEET.
 LG1050
 LG1050                          STATION RECOVERY (1947)
 LG1050
 LG1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1050'RECOVERED IN GOOD CONDITION.
 LG1050
 LG1050                          STATION RECOVERY (1952)
 LG1050
 LG1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 LG1050'STATION WAS RECOVERED.  DESCRIPTION ADEQUATE.  THE HOUSE
 LG1050'MENTIONED IN DESCRIPTION HAS BEEN REMOVED.
 LG1050
 LG1050                          STATION RECOVERY (1959)
 LG1050
 LG1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG1050'THIS STATION WAS RECOVERED AS DESCRIBED AFTER CONSIDERABLE
 LG1050'SEARCH.  REFERENCE MARK NO. 2 HAD BEEN DESTROYED.  A NEW
 LG1050'REFERENCE MARK NO. 3 WAS ESTABLISHED.  THERE ARE SEVERAL NEW
 LG1050'REFERENCE MEASUREMENTS AS NEARLY ALL THE OLD REFERENCE
 LG1050'MEASUREMENTS HAVE BEEN DESTROYED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG1050'
 LG1050'STATION IS LOCATED ABOUT 2 MILES NORTH OF BEATRICE AT THE
 LG1050'BEATRICE MUNICIPAL AIRPORT, 200 YARDS EAST OF THE ADMINISTRATION
 LG1050'BUILDING, 150 YARDS EAST OF BEACON, 100 YARDS WEST OF THE CENTER
 LG1050'OF U.S. HIGHWAY 77, 224 FEET SOUTH OF A FENCE, 212 FEET SOUTH
 LG1050'OF THE CENTER OF THE NORTH ENTRANCE ROAD TO THE AIRPORT, 147
 LG1050'FEET WEST-NORTHWEST OF A POWER POLE, 141 FEET SOUTHWEST OF THE
 LG1050'SOUTHWEST LEG OF AN OLD STEEL WINDMILL WITH A WINDSOCK ON THE
 LG1050'TOP, 99 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, AND 1 FOOT
 LG1050'NORTH OF A NEW WITNESS POST SIGN IN AN ALFAFA FIELD.  THE
 LG1050'MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LG1050'STAMPED AIR 1947.
 LG1050'
 LG1050'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 LG1050'STATE HIGHWAYS 3 AND 4 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77
 LG1050'FOR 2.3 MILES TO THE AIRPORT ON THE LEFT AND THE STATION AS
 LG1050'DESCRIBED.
 LG1050'
 LG1050'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 57 FEET
 LG1050'EAST-SOUTHEAST OF A TELEPHONE POLE, 34 FEET SOUTH-SOUTHWEST OF
 LG1050'THE SOUTHWEST LEG OF OLD STEEL WINDMILL WITH WINDSOCK.  THE MARK
 LG1050'IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LG1050'STAMPED AIR NO 1 1947.
 LG1050'
 LG1050'REFERENCE MARK NO. 3 IS NORTH OF THE STATION, 297 FEET WEST OF
 LG1050'THE CENTER OF U.S. HIGHWAY 77, 264 FEET WEST OF A TELEPHONE
 LG1050'POLE, 262 FEET WEST OF A SOUTHEAST FENCE CORNER, 12 FEET
 LG1050'NORTH OF THE CENTER OF THE NORTH ENTRANCE ROAD TO AIRPORT, AND
 LG1050'1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LG1050'IS STAMPED AIR NO 3 1947.
 LG1050'
 LG1050'AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION NEAR THE NORTHEAST
 LG1050'CORNER OF THE AIRFIELD, 111 FEET SOUTH OF THE NORTHEAST FENCE
 LG1050'CORNER, 79 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 53 FEET
 LG1050'WEST OF THE CENTER OF U.S. HIGHWAY 77, 19 FEET WEST OF FENCE,
 LG1050'AND 1 FOOT SOUTH OF A NEW WITNESS POST SIGN.  THE MARK PROJECTS 2
 LG1050'INCHES AND THE DISK IS STAMPED AIR 1947.
 LG1050'
 LG1050'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 LG1050'HIGHWAY 77 FOR 0.5 MILE TO THE NORTHEAST CORNER OF THE AIRFIELD
 LG1050'AND THE AZIMUTH MARK AS DESCRIBED.
 LG1050'
 LG1050'OBSERVATIONS MADE AT THIS STATION IN 1959 FOLLOWS-
 LG1050'
 LG1050'PRESENT AIRPORT MANAGER IS MR. DONALD FITZWATER.
 LG1050
 LG1050                          STATION RECOVERY (1961)
 LG1050
 LG1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1050'THE STATION MARK, REFERENCE MARK 1 AND 3 AND THE AZIMUTH MARK
 LG1050'WERE RECOVERED IN GOOD CONDITION.  THE MARKS ARE STANDARD BRONZE
 LG1050'DISKS CEMENTED IN THE TOP OF CONCRETE MONUMENTS.
 LG1050'THE LOCATION AND DESCRIPTION TO
 LG1050'REACH THE STATION IS ADEQUATE.  THERE WERE SOME MINOR CHANGES
 LG1050'AS NOTED BELOW.
 LG1050'
 LG1050'REFERENCE MARK 1 IS 1.3 FEET WEST OF A METAL WITNESS POST AND
 LG1050'SIGN.
 LG1050'
 LG1050'PICTURE POINT IS THE CENTER OF THE BASE OF A WINDMILL TOWER
 LG1050'WITH A AIRFIELD WINDSOCK AT THE TOP.
 LG1050
 LG1050                          STATION RECOVERY (1969)
 LG1050
 LG1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1050'THE STATION MARK, REFERENCE NO. 1 , REFERENCE MARK NO. 3 AND
 LG1050'THE AZIMUTH MARK WERE RECOVERED BUT THE STATION MARK WAS FOUND
 LG1050'OUT OF POSITION AND IN A CULTIVATED FIELD.  THE STATION SURFACE
 LG1050'MARK AND REFERENCE MARK NO. 1 WERE REMOVED FROM THE CULTIVATED
 LG1050'FIELD AND A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER
 LG1050'THE UNDERGROUND MARK AND REFERENCE MARK NO. 4 WAS SET.  THE
 LG1050'SURFACE MARK WAS FOUND 0.10 FEET SOUTH-SOUTHEAST OF THE
 LG1050'UNDERGROUND MARK AND ON LINE TO THE CATHOLIC CHURCH.  THE DISTANCE
 LG1050'AND DIRECTION TO REFERENCE MARK NO. 1 CHECKED.  THE
 LG1050'DIRECTION BETWEEN THE CATHOLIC CHURCH AND THE AZIMUTH MARK
 LG1050'FAILED TO CHECK BY 7.8 SECOND.
 LG1050'
 LG1050'THE 1959 DESCRIPTION WAS FOUND ADEQUATE AND FOLLOWING ARE NOTES
 LG1050'FOR THE STATION MARK AND REFERENCE MARK NO. 4
 LG1050'
 LG1050'STATION MARK, A STANDARD DISK STAMPED AIR 1947 1969, IS SET IN
 LG1050'THE TOP OF A ROUND CONCRETE POST WHICH IS 16 INCHES BELOW THE
 LG1050'SURFACE OF THE GROUND.  THE UNDERGROUND DISK IS STAMPED AIR 1947,
 LG1050'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW
 LG1050'THE SURFACE OF THE GROUND.
 LG1050'
 LG1050'REFERENCE MARK NO. 4, IS A STANDARD DISK STAMPED AIR 1947 NO. 4
 LG1050'1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 LG1050'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 111.5 FEET NORTH
 LG1050'OF THE NORTH LEG WHICH SUPPORTS AN AIRPLANE, 98.5 FEET WEST OF
 LG1050'THE CENTER OF U.S. HIGHWAY 77, 18.5 FEET EAST OF THE CENTER OF
 LG1050'A DRIVEWAY, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 LG1050
 LG1050                          STATION RECOVERY (1977)
 LG1050
 LG1050'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1977 (RLE)
 LG1050'STATION MARK, REFERENCE MARKS NO. 4, NO. 3, AND AZIMUTH MARK WERE
 LG1050'RECOVERED IN GOOD CONDITION.
 LG1050'
 LG1050'1969 DESCRIPTION WAS ADEQUATE REFER TO USC AND GS.  QUAD 400963
 LG1050'PAGE 1001.
 LG1050'
 LG1050'NEAREST TOWN--BEATRICE.
 LG1050
 LG1050                          STATION RECOVERY (1988)
 LG1050
 LG1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LG1050'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH FROM BEATRICE,
 LG1050'0.08 KM (0.05 MI) WEST FROM U.S. HIGHWAY 77 AND AT THE ENTRANCE TO THE
 LG1050'BEATRICE MUNICIPAL AIRPORT.  OWNERSHIP - CITY OF BEATRICE, CONTACT THE
 LG1050'AIRPORT MANAGER AT 402 223 5349.
 LG1050'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 WITH U.S.
 LG1050'HIGHWAY 136 AND STATE HIGHWAY 4, IN BEATRICE, GO NORTH ON HIGHWAY 77
 LG1050'FOR 3.86 KM (2.40 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT
 LG1050'AND GO WEST ON THE ENTRANCE ROAD FOR 0.05 KM (0.05 MI) TO THE STATION
 LG1050'ON THE LEFT.
 LG1050'THE SURFACE STATION MARK IS SET INTO THE TOP OF A SQUARE CONCRETE
 LG1050'MONUMENT THAT IS RECESSED 0.46 M (1.5 FT) BELOW THE GROUND SURFACE.
 LG1050'THE UNDERGROUND DISK IS SET INTO THE TOP OF AN IRREGULAR MASS OF
 LG1050'CONCRETE THAT IS 0.9 M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS
 LG1050'ARE IN A CULITVATED FIELD AND ARE 74.37 M (244.0 FT) WEST FROM THE
 LG1050'CENTERLINE OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 77, 36.58 M
 LG1050'(120.0 FT) SOUTH FROM THE CENTERLINE OF THE AIRPORT ENTRANCE ROAD,
 LG1050'40.39 M (132.5 FT) WEST-SOUTHWEST FROM A RIGHT-OF-WAY MARKER POST AND
 LG1050'26.06 M (85.5 FT) SOUTHWEST FROM A WATER METER.
 LG1050'DESCRIBED BY J.A. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1242 ***********************************************************************
 LG1242  DESIGNATION -  AIR RM 3
 LG1242  PID         -  LG1242
 LG1242  STATE/COUNTY-  NE/GAGE
 LG1242  USGS QUAD   -  BEATRICE EAST (1980)
 LG1242
 LG1242                         *CURRENT SURVEY CONTROL
 LG1242  ___________________________________________________________________
 LG1242* NAD 83(1995)-  40 18 01.72565(N)    096 44 52.13846(W)     ADJUSTED  
 LG1242* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 LG1242  ___________________________________________________________________
 LG1242  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 LG1242  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 LG1242
 LG1242  HORZ ORDER  -  THIRD
 LG1242
 LG1242.This mark is at Beatrice Municipal Airport (BIE)
 LG1242
 LG1242.The horizontal coordinates were established by classical geodetic methods
 LG1242.and adjusted by the National Geodetic Survey in August 1997..
 LG1242.No horizontal observational check was made to the station.
 LG1242
 LG1242.The orthometric height was scaled from a topographic map.
 LG1242
 LG1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1242
 LG1242.The geoid height was determined by GEOID03.
 LG1242
 LG1242;                    North         East     Units Scale Factor Converg.
 LG1242;SPC NE       -    57,067.608   776,396.380   MT  0.99987766   +2 09 18.8
 LG1242;UTM  14      - 4,463,542.250   691,408.578   MT  1.00005102   +1 27 25.7
 LG1242
 LG1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1242!SPC NE       -   0.99994199  x   0.99987766  =   0.99981966
 LG1242!UTM  14      -   0.99994199  x   1.00005102  =   0.99999301
 LG1242
 LG1242                          SUPERSEDED SURVEY CONTROL
 LG1242
 LG1242  NAD 83(1986)-  40 18 01.73496(N)    096 44 52.13310(W) AD(       ) 4
 LG1242
 LG1242.Superseded values are not recommended for survey control.
 LG1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1242.See file dsdata.txt to determine how the superseded data were derived.
 LG1242
 LG1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9140963542(NAD 83)
 LG1242_MARKER: DR = REFERENCE MARK DISK
 LG1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1242_SP_SET: SQUARE CONCRETE MONUMENT
 LG1242_STAMPING: AIR NO 3 1947
 LG1242_MARK LOGO: CGS   
 LG1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1242+STABILITY: SURFACE MOTION
 LG1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1242+SATELLITE: SATELLITE OBSERVATIONS - 1959
 LG1242
 LG1242  HISTORY     - Date     Condition        Report By
 LG1242  HISTORY     - 1959     MONUMENTED       CGS
 LG1242
 LG1242                          STATION DESCRIPTION
 LG1242
 LG1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LG1242'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH FROM BEATRICE 0.08
 LG1242'KM (0.05 MI) WEST FROM U.S. HIGHWAY 77 AND AT THE ENTRANCE TO THE
 LG1242'BEATRICE MUNICIPAL AIRPORT, OWNED BY THE CITY OF BEATRICE, CONTACT THE
 LG1242'AIRPORT MANAGER AT 402 223 5349.
 LG1242'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136 AND 77, IN
 LG1242'BEATRICE, GO NORTH ON HIGHWAY 77 FOR 3.86 KM (2.40 MI) TO THE AIRPORT
 LG1242'ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST ON THE ENTRANCE ROAD FOR
 LG1242'0.08 KM (0.05 MI) TO THE MARK ON THE RIGHT.
 LG1242'IT IS 31.39 M (103.0 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 17.95
 LG1242'M (58.9 FT) WEST FROM THE NORTHWEST CORNER OF A LARGE ELECTRICAL
 LG1242'JUNCTION BOX, 0.4 M (1.3 FT) SOUTH FROM A CHAIN LINK FENCE AND 0.3 M
 LG1242'(1.0 FT) SOUTH FROM A WITNESS POST.
 LG1242'THE MARK WAS SET IN 1959, BUT THIS IS THE FIRST FREE STANDING
 LG1242'DESCRIPTION OF THE MARK.  THE INFORMATION CONTAINED HEREIN IS ACCURATE
 LG1242'AS OF 1988.
 LG1242'DESCRIBED BY J.A. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1243 ***********************************************************************
 LG1243  DESIGNATION -  AIR RM 4
 LG1243  PID         -  LG1243
 LG1243  STATE/COUNTY-  NE/GAGE
 LG1243  USGS QUAD   -  BEATRICE EAST (1980)
 LG1243
 LG1243                         *CURRENT SURVEY CONTROL
 LG1243  ___________________________________________________________________
 LG1243* NAD 83(1995)-  40 17 59.56918(N)    096 44 49.56219(W)     ADJUSTED  
 LG1243* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 LG1243  ___________________________________________________________________
 LG1243  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 LG1243  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 LG1243
 LG1243  HORZ ORDER  -  THIRD
 LG1243
 LG1243.This mark is at Beatrice Municipal Airport (BIE)
 LG1243
 LG1243.The horizontal coordinates were established by classical geodetic methods
 LG1243.and adjusted by the National Geodetic Survey in August 1997..
 LG1243.No horizontal observational check was made to the station.
 LG1243
 LG1243.The orthometric height was scaled from a topographic map.
 LG1243
 LG1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1243
 LG1243.The geoid height was determined by GEOID03.
 LG1243
 LG1243;                    North         East     Units Scale Factor Converg.
 LG1243;SPC NE       -    57,003.435   776,459.673   MT  0.99987788   +2 09 20.5
 LG1243;UTM  14      - 4,463,477.300   691,471.095   MT  1.00005131   +1 27 27.3
 LG1243
 LG1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1243!SPC NE       -   0.99994199  x   0.99987788  =   0.99981988
 LG1243!UTM  14      -   0.99994199  x   1.00005131  =   0.99999330
 LG1243
 LG1243                          SUPERSEDED SURVEY CONTROL
 LG1243
 LG1243  NAD 83(1986)-  40 17 59.57894(N)    096 44 49.55703(W) AD(       ) 3
 LG1243
 LG1243.Superseded values are not recommended for survey control.
 LG1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1243.See file dsdata.txt to determine how the superseded data were derived.
 LG1243
 LG1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9147163477(NAD 83)
 LG1243_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1243_SP_SET: SQUARE CONCRETE MONUMENT
 LG1243_STAMPING: AIR 1947 NO 4 1969
 LG1243_MARK LOGO: CGS   
 LG1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1243+STABILITY: SURFACE MOTION
 LG1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1243+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1988
 LG1243
 LG1243  HISTORY     - Date     Condition        Report By
 LG1243  HISTORY     - UNK      MONUMENTED
 LG1243  HISTORY     - 19880322 SEE DESCRIPTION  NGS
 LG1243
 LG1243                          STATION DESCRIPTION
 LG1243
 LG1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LG1243'THE MARK WAS ESTABLISHED IN 1969 BY NGS MARK MAINTENANCE AND WAS
 LG1243'RECOVERED IN 1988.  HOWEVER, THE MARK WAS DESTROYED IN 1988 BY ROAD
 LG1243'CONSTRUCTION AND NO LONGER EXISTS.  A REPLACEMENT REFERENCE MARK WAS
 LG1243'NOT ESTABLISHED.
 LG1243'DESCRIBED BY J.A. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1123 ***********************************************************************
 LG1123  DESIGNATION -  AIRPORT
 LG1123  PID         -  LG1123
 LG1123  STATE/COUNTY-  NE/LANCASTER
 LG1123  USGS QUAD   -  LINCOLN (1980)
 LG1123
 LG1123                         *CURRENT SURVEY CONTROL
 LG1123  ___________________________________________________________________
 LG1123* NAD 83(1995)-  40 52 17.95075(N)    096 38 23.35703(W)     ADJUSTED  
 LG1123* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 LG1123  ___________________________________________________________________
 LG1123  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 LG1123  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 LG1123
 LG1123  HORZ ORDER  -  THIRD
 LG1123
 LG1123.The horizontal coordinates were established by classical geodetic methods
 LG1123.and adjusted by the National Geodetic Survey in August 1997..
 LG1123
 LG1123.The orthometric height was scaled from a topographic map.
 LG1123
 LG1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1123
 LG1123.The geoid height was determined by GEOID03.
 LG1123
 LG1123;                    North         East     Units Scale Factor Converg.
 LG1123;SPC NE       -   120,783.903   783,106.180   MT  0.99971941   +2 13 36.4
 LG1123;UTM  14      - 4,527,190.834   698,887.366   MT  1.00008689   +1 32 41.7
 LG1123
 LG1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1123!SPC NE       -   0.99994917  x   0.99971941  =   0.99966859
 LG1123!UTM  14      -   0.99994917  x   1.00008689  =   1.00003605
 LG1123
 LG1123:                Primary Azimuth Mark                     Grid Az
 LG1123:SPC NE       -  AIRPORT AZ MK 2                          092 14 57.9
 LG1123:UTM  14      -  AIRPORT AZ MK 2                          092 55 52.6
 LG1123
 LG1123|---------------------------------------------------------------------|
 LG1123| PID    Reference Object                     Distance      Geod. Az  |
 LG1123|                                                           dddmmss.s |
 LG1123| CL6722 AIRPORT AZ MK 2                                    0942834.3 |
 LG1123| CL6723 AIRPORT RM 1                         29.496 METERS 09748     |
 LG1123| CL6725 AIRPORT RM 3                         30.916 METERS 10515     |
 LG1123| CL6727 AIRPORT RM 5                         36.631 METERS 15634     |
 LG1123| LG1127 LINCOLN BETHANY MUNICIPAL TANK      APPROX. 4.6 KM 1673012.1 |
 LG1123| LG1115 LINCOLN COLL VIEW UN COLL TWR       APPROX.10.8 KM 1854630.0 |
 LG1123| CL6724 AIRPORT RM 2                         31.163 METERS 18900     |
 LG1123| CL6726 AIRPORT RM 4                         28.069 METERS 19544     |
 LG1123| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 8.7 KM 2153525.3 |
 LG1123| LG1119 LINCOLN CONSUMERS POWER CO STK      APPROX. 9.0 KM 2201626.0 |
 LG1123| LG1126 LINCOLN KFAB RADIO MAST             APPROX. 6.9 KM 2232346.1 |
 LG1123| LG1118 LINCOLN BELMONT MUNICIPAL TANK      APPROX. 6.1 KM 2432701.5 |
 LG1123| CL6721 AIRPORT AZ MK                                      2530135.6 |
 LG1123|---------------------------------------------------------------------|
 LG1123
 LG1123                          SUPERSEDED SURVEY CONTROL
 LG1123
 LG1123  NAD 83(1986)-  40 52 17.95992(N)    096 38 23.35750(W) AD(       ) 3
 LG1123  NAD 27      -  40 52 17.94400(N)    096 38 22.31600(W) AD(       ) 3
 LG1123
 LG1123.Superseded values are not recommended for survey control.
 LG1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1123.See file dsdata.txt to determine how the superseded data were derived.
 LG1123
 LG1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9888727191(NAD 83)
 LG1123_MARKER: DS = TRIANGULATION STATION DISK
 LG1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1123
 LG1123  HISTORY     - Date     Condition        Report By
 LG1123  HISTORY     - 1947     MONUMENTED       CGS
 LG1123  HISTORY     - 1959     GOOD             LOCSUR
 LG1123  HISTORY     - 1962     GOOD             USGS
 LG1123  HISTORY     - 1964     POOR             CBQRR
 LG1123  HISTORY     - 1966     GOOD             CGS
 LG1123  HISTORY     - 1967     GOOD             CGS
 LG1123  HISTORY     - 1976     GOOD             NGS
 LG1123  HISTORY     - 1981     GOOD             LOCENG
 LG1123  HISTORY     - 20010815 GOOD             USPSQD
 LG1123  HISTORY     - 20030810 GOOD             USPSQD
 LG1123
 LG1123                          STATION DESCRIPTION
 LG1123
 LG1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1123'THE STATION IS LOCATED ON THE UNION AIRPORT ABOUT 4 MILES
 LG1123'NORTH-NORTHEAST OF LINCOLN.  IT IS 239.9 FEET SOUTH OF THE
 LG1123'SOUTHWEST CORNER OF A BRICK CONSTRUCTED HANGER, 124 FEET NORTH OF
 LG1123'THE CENTER OF A GRAVELED ROAD, 71 FEET WEST OF THE CENTER OF A
 LG1123'DRIVEWAY, 54 FEET NORTH OF THE CENTER OF A BEACON, AND 25 FEET
 LG1123'EAST-SOUTHEAST OF A POWER LINE POLE.  IT IS SET 4 INCHES BELOW
 LG1123'THE SURFACE OF THE GROUND AND IS STAMPED AIRPORT 1947.
 LG1123'
 LG1123'REFERENCE MARK NO. 1 IS 120 FEET NORTH OF THE CENTER OF A GRAVELED
 LG1123'ROAD AND 27 FEET EAST OF THE CENTER OF A DRIVEWAY.  IT IS SET FLUSH
 LG1123'WITH THE GROUND AND IS STAMPED AIRPORT NO 1 1947.
 LG1123'
 LG1123'REFERENCE MARK NO. 2 IS 80 FEET WEST OF THE CENTER OF A DRIVEWAY,
 LG1123'24 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, AND 10 FEET EAST OF
 LG1123'A POWER LINE POLE.  IT PROJECTS 2 INCHES AND IS STAMPED AIRPORT NO
 LG1123'2 1947.
 LG1123'
 LG1123'AZIMUTH MARK IS APPROXIMATELY ONE MILE SOUTHWEST OF THE STATION AT
 LG1123'THE ARROW AIRPORT.  IT IS 300 FEET NORTH-NORTHEAST OF THE NORTHEAST
 LG1123'CORNER OF THE HANGER, 33 FEET WEST OF THE CENTER OF A GRAVELED
 LG1123'ROAD, AND 30 FEET NORTH OF THE NORTH ENTRANCE TO THE AIRPORT.  IT
 LG1123'PROJECTS 2 INCHES AND IS STAMPED AIRPORT 1947.
 LG1123'
 LG1123'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO NORTH ON
 LG1123'U.S. HIGHWAY NO. 77 FOR 1.4 MILES TO THE JUNCTION OF U.S. 77, 34,
 LG1123'6 AND STATE HIGHWAY NO. 2, TURN RIGHT, EAST, ON U.S. HIGHWAY NO. 6
 LG1123'AND GO 3.8 MILES TO A SIDE ROAD LEFT AND A SIGN WAHOO 25 MI., TURN
 LG1123'LEFT, NORTH, AND GO 0.8 MILE TO A ROAD RIGHT, TURN RIGHT AND GO
 LG1123'0.2 MILES TO THE ENTRANCE TO THE UNION AIRPORT AND THE STATION AS
 LG1123'DESCRIBED.
 LG1123'
 LG1123'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.2 MILE, TURN
 LG1123'LEFT AND GO 0.8 MILE, TURN RIGHT AND GO 0.4 MILE, TURN RIGHT AND GO
 LG1123'0.8 MILE TO THE ARROW AIRPORT AND THE AZIMUTH MARK AS DESCRIBED.
 LG1123'
 LG1123'A 74 FOOT SIGNAL AT VET IS VISIBLE AT 37 FEET.
 LG1123'
 LG1123'A 47 FOOT SIGNAL AT CORN IS VISIBLE AT 15 FEET.
 LG1123'
 LG1123'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG1123
 LG1123                          STATION RECOVERY (1959)
 LG1123
 LG1123'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959
 LG1123'RECOVERED BY H. HOSKINS AND ASSOC.
 LG1123'
 LG1123'STATION WAS RECOVERED IN GOOD CONDITION.
 LG1123'
 LG1123'THE CONCRETE MARKER FOR REFERENCE MARK 1 IS ON ITS SIDE, BUT IN
 LG1123'APPROXIMATELY ORIGINAL LOCATION.
 LG1123'
 LG1123'REFERENCE MARK 2 WAS NOT FOUND.
 LG1123'
 LG1123'THE AZIMUTH MARK WAS DESTROYED IN 1953.
 LG1123
 LG1123                          STATION RECOVERY (1962)
 LG1123
 LG1123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LG1123'THE STATION MARK IS IN GOOD CONDITION AND APPARENTLY UNDISTURBED.
 LG1123'THE STATION IS 236.1 FT S. OF SW CORNER OF BRICK HANGAR, 49.1 FT N
 LG1123'OF NW LEG OF BEACON TOWER, 28.7 FT E-SE OF POWER POLE, 124 FT N OF
 LG1123'CENTER OF GRAVELLED EW ROAD, AND 71 FT W OF CENTER OF DRIVEWAY.
 LG1123'MEASUREMENTS GIVEN IN ORIGINAL DESCRIPTION COULD NOT BE CHECKED.
 LG1123'
 LG1123'REFERENCE MARK NO. 1 HAS BEEN DESTROYED ACCORDING TO THE AIRPORT
 LG1123'MANAGER.
 LG1123'
 LG1123'REFERENCE MARK NO. 2 WAS FOUND DISTURBED AND COVERED OVER.
 LG1123
 LG1123                          STATION RECOVERY (1964)
 LG1123
 LG1123'RECOVERY NOTE BY BURLINGTON RAILROAD 1964 (DFM)
 LG1123'PRESENT CONDITION OF THE MARK CONC. BROKEN AND PULLED FROM GROUND.
 LG1123'(RECOVERED DISK)
 LG1123
 LG1123                          STATION RECOVERY (1966)
 LG1123
 LG1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1123'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 LG1123'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 LG1123'HAVE BEEN DESTROYED.  THE OLD UNION AIRPORT HAS BEEN ABANDONED BUT
 LG1123'THE OLD BRICK HANGAR IS STILL IN ITS ORIGINAL PLACE.  THE OLD
 LG1123'BEACON HAS BEEN MOVED TO A NEW LOCATION.
 LG1123'
 LG1123'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND AN AZIMUTH MARK WERE
 LG1123'SET.
 LG1123'
 LG1123'FOLLOWING IS A DESCRIPTION FOR THE MARKS.
 LG1123'
 LG1123'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 77 AT
 LG1123'THE NORTHEAST SIDE OF LINCOLN, GO NORTH ON U.S. HIGHWAY 77 FOR 1.0
 LG1123'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED
 LG1123'ROAD FOR 0.2 MILE TO A RAILROAD CROSSING AND THE STATION ON THE
 LG1123'LEFT.
 LG1123'
 LG1123'STATION MARK, A STANDARD DISK STAMPED AIRPORT 1947, IS SET IN THE
 LG1123'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 LG1123'GROUND.  IT IS 236 FEET SOUTH OF THE SOUTHWEST CORNER OF THE OLD
 LG1123'BRICK HANGAR, 125 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 62
 LG1123'FEET EAST OF EAST RAIL OF A SPUR RAILROAD TRACK, 49 FEET NORTH OF
 LG1123'THE NORTHWEST LEG FOR THE OLD BEACON, 18 FEET WEST OF THE WEST
 LG1123'RAIL OF RAILROAD TRACK, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 LG1123'AND IN A SMALL PLOT OF LAND BETWEEN TWO SETS OF RAILROAD TRACKS.
 LG1123'THE UNDERGROUND DISK WAS NOT INSPECTED.
 LG1123'
 LG1123'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED AIRPORT 1947 NO. 3
 LG1123'1966, IS CEMENTED IN A DRILLHOLE IN A CONCRETE FOUNDATION WHICH
 LG1123'CIRCLES THE OLD BEACON AND A FLOWER BED.  IT IS 100 FEET NORTH OF
 LG1123'THE CENTER OF THE GRAVELED ROAD, 70 FEET EAST OF THE EAST RAIL OF
 LG1123'THE MAIN RAILROAD TRACK, AND 30 FEET WEST OF THE NORTHWEST LEG OF
 LG1123'THE OLD BEACON WITH A SIGN SIAS INDUSTRIAL CENTER.
 LG1123'
 LG1123'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED AIRPORT 1947 NO. 4
 LG1123'1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1
 LG1123'INCH.  IT IS 54 FEET WEST OF WEST RAIL OF THE MAIN RAILROAD TRACK,
 LG1123'36 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, AND 2 FEET EAST
 LG1123'OF A POWERLINE POLE.
 LG1123'
 LG1123'AZIMUTH MARK, A STANDARD DISK STAMPED AIRPORT 1947 AZ. 2 1966, IS
 LG1123'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 LG1123'IT IS 51 FEET WEST OF THE CENTER OF A BLACKTOP ROAD (OLD RUNWAY),
 LG1123'30 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 3 FEET WEST OF A
 LG1123'POWERLINE POLE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 LG1123'
 LG1123'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 LG1123'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 LG1123'
 LG1123'NOTE- ONE TREE IS ON LINE TO THE LINCOLN, NEBRASKA STATE CAPITOL
 LG1123'DOME, 1947, WHEN THE TREE IS BARREN A DIRECTION WILL BETWEEN THE
 LG1123'AZIMUTH MARK AND THE STATE CAPITOL DOME.
 LG1123'
 LG1123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES
 LG1123'NORTH-NORTHEAST OF LINCOLN
 LG1123
 LG1123                          STATION RECOVERY (1967)
 LG1123
 LG1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LG1123'STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND THE
 LG1123'AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1966 DESCRIPTION AND
 LG1123'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 LG1123'RECOVERY.
 LG1123'
 LG1123'THE LINCOLN, STATE CAPITAL DOME, 1947 WHICH WAS OBSTRUCTED IN 1966
 LG1123'WAS VISIBLE AT THE TIME OF THIS RECOVERY.  THE ANGLE TO THE NEW
 LG1123'AZIMUTH MARK 2 WAS OBSERVED SO A NEW AZIMUTH CAN BE ESTABLISHED.
 LG1123'
 LG1123'BEING THE STATION WAS RECENTLY REPAIRED NO OTHER OBSERVATIONS WERE
 LG1123'TAKEN.
 LG1123'
 LG1123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES
 LG1123'NORTH-NORTHEAST OF LINCOLN.
 LG1123
 LG1123                          STATION RECOVERY (1976)
 LG1123
 LG1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1123'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 LG1123'RECOVERED AND FOUND IN GOOD CONDITION.  A LARGE METAL BUILDING HAD
 LG1123'BEEN ERRECTED AT THE STATION SITE AND THE MEASUREMENTS FOR REFERENCE
 LG1123'MARK 4 SHOW THE MARK TO BE UNDER THE BUILDING.  REFERENCE MARK 5 WAS
 LG1123'ESTABLISHED THIS DATE.  THE ANGLE BETWEEN THE AZIMUTH MARK 1966 AND
 LG1123'REFERENCE MARK 3 CHECKED THE PREVIOUS ANGLE.  THE DISTANCE TO
 LG1123'REFERENCE MARK 3 MISSED THE PREVIOUS DISTANCE 0.11 FOOT.  THE METAL
 LG1123'BUILDING OBSTRUCTS THE LINE OF SIGHT TO THE INTERSECTION STATIONS
 LG1123'OBSERVED IN 1966 AND 1967.
 LG1123'
 LG1123'FOLLOWING IS A DESCRIPTION FOR THE MARKS--
 LG1123'
 LG1123'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6, 77 AND 34 AT
 LG1123'THE NORTHEAST SIDE OF LINCOLN, GO NORTH ON HIGHWAY 77 FOR 1.0 MILE
 LG1123'TO A SIDE ROAD ON THE RIGHT, (FLETCHER AVE.), TURN RIGHT AND GO EAST
 LG1123'ON THE SURFACED ROAD FOR 0.2 MILE TO A RAILROAD TRACK, AND
 LG1123'CORR-A-GLASS CO METAL BUILDING AND THE STATION ON THE LEFT.
 LG1123'
 LG1123'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED AIRPORT 1947, SET
 LG1123'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 LG1123'SURFACE.  IT IS 110 FEET NORTH OF THE NORTH CURB OF FLETCHER
 LG1123'AVE., 88.6 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 LG1123'BUILDING, 18 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 LG1123'BUILDING, 18 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 LG1123'5.5 FEET EAST OF THE EAST PLANE OF THE BUILDING AND 2 FEET SOUTH
 LG1123'OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 LG1123'INSPECTED.
 LG1123'
 LG1123'REFERENCE MARK 3 IS A STANDARD DISK STAMPED AIRPORT 1947 NO 3 1966,
 LG1123'CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION WHICH CIRCLES THE
 LG1123'OLD BEACON AND JUNIPER SHRUBS.  IT IS 84 FEET NORTH OF THE NORTH
 LG1123'CURB OF FLETCHER AVE., 69.5 FEET EAST OF THE EAST RAIL OF THE
 LG1123'RAILROAD TRACK AND 33 FEET WEST OF THE NORTHWEST CORNER OF THE
 LG1123'OLD BEACON TOWER WHICH SUPPORTS A SIGN SIAS INDUSTRIAL CENTER.
 LG1123'
 LG1123'REFERENCE MARK 5 IS A STANDARD DISK STAMPED AIRPORT 1947 NO 5 1976,
 LG1123'CEMENTED IN A DRILL HOLE IN THE NORTH CURB OF FLETCHER AVE., 58 FEET
 LG1123'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 36.5 FEET
 LG1123'SOUTHEAST OF A POWER POLE, 13.2 FEET EAST OF THE EAST RAIL OF THE
 LG1123'RAILROAD TRACK AND 7 FEET SOUTHWEST OF THE TOP CENTER OF A
 LG1123'24-INCH STORM DRAIN COVER.
 LG1123'
 LG1123'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AIRPORT 1947 AZ 2 1966,
 LG1123'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 LG1123'THE GROUND SURFACE.  IT IS 51 FEET WEST OF THE CENTER OF AN OLD
 LG1123'RUNWAY, 30 FEET NORTH OF THE CENTER OF FLETCHER AVE, 3 FEET WEST
 LG1123'OF A POWER POLE AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 LG1123'
 LG1123'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FLETCHER AVE
 LG1123'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LG1123'
 LG1123'NOTE--A 3/4 INCH REBAR, 3 FEET IN LENGTH WAS DRIVEN INTO THE GROUND
 LG1123'BESIDE THE STATION MARK AND THE AZIMUTH MARK.
 LG1123'
 LG1123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NNE OF
 LG1123'LINCOLN.
 LG1123
 LG1123                          STATION RECOVERY (1981)
 LG1123
 LG1123'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1123'AIRPORT 1947 RECOVERED GOOD (STATION MARK).
 LG1123'
 LG1123'R.M.S 1 AND 2 NOT SEARCHED FOR.
 LG1123'
 LG1123'AIRPORT 1947 RECOVERED GOOD (AZI MARK).
 LG1123'
 LG1123'DESCRIPTION ADEQUATE.
 LG1123'
 LG1123'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NE LINCOLN.
 LG1123
 LG1123                          STATION RECOVERY (2001)
 LG1123
 LG1123'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1123'STATION MARK, R.M. 5, AND AZIMUTH MARK FOUND IN GOOD CONDITION. R.M. 3
 LG1123'NOT SEARCHED FOR. R.M.S 1 AND 2 NO LONGER EXIST. AZIMUTH MARK IS 30 FT
 LG1123'NORTH OF FLETCHER AVE AND 78 FT WEST OF 63RD ST, 3 FT WEST OF POWER
 LG1123'POLE.
 LG1123
 LG1123                          STATION RECOVERY (2003)
 LG1123
 LG1123'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1123'THE STATION MARK, R.M. 5, AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 LG1123'R.M. 3 SEARCHED FOR BUT NOT FOUND. SIAS INDUSTRIAL CENTER SIGN AND OLD
 LG1123'BEACON TOWER NO LONGER EXIST. AZIMUTH MARK IS 30 FT NORTH OF FLETCHER
 LG1123'AVE AND 78 FT WEST OF 63RD ST, 3 FT WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0471 ***********************************************************************
 MN0471  DESIGNATION -  AIRPORT BCN LODGEPOLE MUN APT
 MN0471  PID         -  MN0471
 MN0471  STATE/COUNTY-  NE/CHEYENNE
 MN0471  USGS QUAD   -  LODGEPOLE (1972)
 MN0471
 MN0471                         *CURRENT SURVEY CONTROL
 MN0471  ___________________________________________________________________
 MN0471* NAD 83(1995)-  41 08 53.16271(N)    102 38 01.82078(W)     ADJUSTED  
 MN0471* NAVD 88     -                                                        
 MN0471  ___________________________________________________________________
 MN0471  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 MN0471  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 MN0471
 MN0471  HORZ ORDER  -  THIRD
 MN0471
 MN0471.The horizontal coordinates were established by classical geodetic methods
 MN0471.and adjusted by the National Geodetic Survey in August 1997..
 MN0471
 MN0471
 MN0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0471
 MN0471.The geoid height was determined by GEOID03.
 MN0471
 MN0471;                    North         East     Units Scale Factor Converg.
 MN0471;SPC NE       -   149,339.584   279,003.610   MT  0.99967798   -1 44 43.6
 MN0471;SPC CO N     -   510,199.167 1,154,983.476   MT  1.00007958   +1 51 06.9
 MN0471;SPC CO N     - 1,673,878.43  3,789,308.29   sFT  1.00007958   +1 51 06.9
 MN0471;UTM  13      - 4,557,896.506   698,559.329   MT  1.00008525   +1 33 26.9
 MN0471
 MN0471                          SUPERSEDED SURVEY CONTROL
 MN0471
 MN0471  NAD 83(1995)-  41 08 53.16264(N)    102 38 01.82096(W) AD(       ) 4
 MN0471  NAD 83(1986)-  41 08 53.15929(N)    102 38 01.82133(W) AD(       ) 4
 MN0471  NAD 27      -  41 08 53.20900(N)    102 38 00.12600(W) AD(       ) 3
 MN0471
 MN0471.Superseded values are not recommended for survey control.
 MN0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0471.See file dsdata.txt to determine how the superseded data were derived.
 MN0471
 MN0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9855957897(NAD 83)
 MN0471_MARKER: 21 = AIRPORT BEACON
 MN0471
 MN0471  HISTORY     - Date     Condition        Report By
 MN0471  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0471
 MN0471                          STATION DESCRIPTION
 MN0471
 MN0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0471'THE STATION IS THE CENTER OF A REVOLVING LIGHT LOCATED ATOP THE
 MN0471'LODGEPOLE, MUNICIPAL AIRPORT BEACON.  THE TOWER SUPPORTING
 MN0471'THE BEACON IS A FOUR LEGGED STRUCTURE PAINTED ALTERNATING RED
 MN0471'AND WHITE.  THE BEACON IS 50 FEET IN HEIGHT AND IS LOCATED AT
 MN0471'THE LODGEPOLE, MUNICIPAL AIRPORT IN THE EAST PART OF LODGEPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0479 ***********************************************************************
 MN0479  DESIGNATION -  AIRPORT BCN SIDNEY MUN AIRPORT
 MN0479  PID         -  MN0479
 MN0479  STATE/COUNTY-  NE/CHEYENNE
 MN0479  USGS QUAD   -  SIDNEY MUNI AIRPORT (1972)
 MN0479
 MN0479                         *CURRENT SURVEY CONTROL
 MN0479  ___________________________________________________________________
 MN0479* NAD 83(1995)-  41 06 14.49069(N)    102 59 03.78282(W)     ADJUSTED  
 MN0479* NAVD 88     -                                                        
 MN0479  ___________________________________________________________________
 MN0479  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MN0479  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 MN0479
 MN0479  HORZ ORDER  -  THIRD
 MN0479
 MN0479.The horizontal coordinates were established by classical geodetic methods
 MN0479.and adjusted by the National Geodetic Survey in August 1997..
 MN0479
 MN0479
 MN0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0479
 MN0479.The geoid height was determined by GEOID03.
 MN0479
 MN0479;                    North         East     Units Scale Factor Converg.
 MN0479;SPC NE       -   145,404.826   249,432.705   MT  0.99968304   -1 58 39.9
 MN0479;UTM  13      - 4,552,262.621   669,254.386   MT  0.99995258   +1 19 31.6
 MN0479
 MN0479                          SUPERSEDED SURVEY CONTROL
 MN0479
 MN0479  NAD 83(1995)-  41 06 14.49082(N)    102 59 03.78286(W) AD(       ) 4
 MN0479  NAD 83(1995)-  41 06 14.48189(N)    102 59 03.78295(W) AD(       ) 4
 MN0479  NAD 83(1986)-  41 06 14.48193(N)    102 59 03.78281(W) AD(       ) 4
 MN0479  NAD 27      -  41 06 14.53500(N)    102 59 02.06200(W) AD(       ) 3
 MN0479
 MN0479.Superseded values are not recommended for survey control.
 MN0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0479.See file dsdata.txt to determine how the superseded data were derived.
 MN0479
 MN0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6925452263(NAD 83)
 MN0479_MARKER: 21 = AIRPORT BEACON
 MN0479_MARK LOGO: CGS   
 MN0479
 MN0479  HISTORY     - Date     Condition        Report By
 MN0479  HISTORY     - 1968     FIRST OBSERVED   CGS
 MN0479  HISTORY     - 1965     GOOD             CGS
 MN0479  HISTORY     - 19800615 GOOD             NGS
 MN0479
 MN0479                          STATION DESCRIPTION
 MN0479
 MN0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RLS)
 MN0479'THE STATION IS 3 MILES SOUTH OF SIDNEY, AT THE SIDNEY MUNICIPAL
 MN0479'AIRPORT.
 MN0479'
 MN0479'THE STATION IS THE CENTER OF A REVOLVING BLUE LIGHT LOCATED AT
 MN0479'THE TOP OF A FOUR LEGGED STEEL STRUCTURE.  IT IS ABOUT 50
 MN0479'FEET IN HEIGHT.
 MN0479
 MN0479                          STATION RECOVERY (1965)
 MN0479
 MN0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MN0479'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0479'THE ORIGINAL DESCRIPTION.
 MN0479
 MN0479                          STATION RECOVERY (1980)
 MN0479
 MN0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MN0479'LOCATED ON THE EAST SIDE OF THE AIRPORT, ABOUT 500 FT (152.4 M)
 MN0479'NORTHWEST OF THE ADMINISTRATION BUILDING, AND ABOUT 200 FT (61.0 M)
 MN0479'NORTH OF THE ROAD LEADING TO THE AIRPORT.  A STANDARD FAA BEACON LIGHT
 MN0479'FLASHING ALTERNATE GREEN AND CLEAR, AND A 50 FT (15.2 M) STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0600 ***********************************************************************
 MN0600  DESIGNATION -  AIRPORT BEACON KIMBALL MUN APT
 MN0600  PID         -  MN0600
 MN0600  STATE/COUNTY-  NE/KIMBALL
 MN0600  USGS QUAD   -  KIMBALL (1972)
 MN0600
 MN0600                         *CURRENT SURVEY CONTROL
 MN0600  ___________________________________________________________________
 MN0600* NAD 83(1995)-  41 11 31.27342(N)    103 40 20.20241(W)     ADJUSTED  
 MN0600* NAVD 88     -                                                        
 MN0600  ___________________________________________________________________
 MN0600  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 MN0600  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 MN0600
 MN0600  HORZ ORDER  -  THIRD
 MN0600
 MN0600.The horizontal coordinates were established by classical geodetic methods
 MN0600.and adjusted by the National Geodetic Survey in August 1997..
 MN0600
 MN0600
 MN0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0600
 MN0600.The geoid height was determined by GEOID03.
 MN0600
 MN0600;                    North         East     Units Scale Factor Converg.
 MN0600;SPC NE       -   157,388.581   192,123.767   MT  0.99967351   -2 26 01.0
 MN0600;UTM  13      - 4,560,923.191   611,340.060   MT  0.99975257   +0 52 28.2
 MN0600
 MN0600                          SUPERSEDED SURVEY CONTROL
 MN0600
 MN0600  NAD 83(1995)-  41 11 31.27322(N)    103 40 20.20198(W) AD(       ) 4
 MN0600  NAD 83(1986)-  41 11 31.26416(N)    103 40 20.20140(W) AD(       ) 4
 MN0600  NAD 27      -  41 11 31.33200(N)    103 40 18.41300(W) AD(       ) 3
 MN0600
 MN0600.Superseded values are not recommended for survey control.
 MN0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0600.See file dsdata.txt to determine how the superseded data were derived.
 MN0600
 MN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1134060923(NAD 83)
 MN0600_MARKER: 21 = AIRPORT BEACON
 MN0600_MARK LOGO: CGS   
 MN0600
 MN0600  HISTORY     - Date     Condition        Report By
 MN0600  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0600  HISTORY     - 19900615 GOOD             NGS
 MN0600
 MN0600                          STATION DESCRIPTION
 MN0600
 MN0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0600'THE STATION IS TOP CENTER OF A BEACON TOWER AT KIMBALL MUNICIPAL
 MN0600'AIRPORT WHICH IS 3 MILES SOUTH OF KIMBALL.
 MN0600'
 MN0600'THE TOWER IS FOUR-LEGGED, PAINTED ALTERNATE RED AND WHITE WITH
 MN0600'A 5 X 5 FOOT PLATFORM AND TWO BEACON LIGHTS ON THE TOP.  ONE
 MN0600'BEACON LIGHT HAS A GREEN REFLECTOR, THE OTHER HAS A WHITE
 MN0600'REFLECTOR.  THE TOWER IS 50 FEET IN HEIGHT AND APPROXIMATELY 50
 MN0600'WEST OF A AIRCRAFT HANGAR.
 MN0600
 MN0600                          STATION RECOVERY (1990)
 MN0600
 MN0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 MN0600'THE BEACON IS LOCATED IN THE NORTHWEST CORNER OF THE HANGAR AREA AT
 MN0600'KIMBALL MUNI AIRPORT.  THE BEACON IS MOUNTED ON TOP OF A SKELETAL
 MN0600'STEEL TOWER PAINTED RED AND WHITE.  THE BEACON IS A TWO WAY ROTATING
 MN0600'GREEN/WHITE LIGHT.  THE POINT OBSERVED DURING THIS SURVEY WAS THE
 MN0600'SPINDLE BENEATH THE LIGHT.  NOTE, PUBLISHED IN QUAD 411033 STA 1017.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0894 ***********************************************************************
 LG0894  DESIGNATION -  AIRPORT BEACON YORK AIRPORT
 LG0894  PID         -  LG0894
 LG0894  STATE/COUNTY-  NE/YORK
 LG0894  USGS QUAD   -  YORK NORTH (1980)
 LG0894
 LG0894                         *CURRENT SURVEY CONTROL
 LG0894  ___________________________________________________________________
 LG0894* NAD 83(1995)-  40 53 17.45505(N)    097 35 26.54839(W)     ADJUSTED  
 LG0894* NAVD 88     -                                                        
 LG0894  ___________________________________________________________________
 LG0894  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 LG0894  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 LG0894
 LG0894  HORZ ORDER  -  THIRD
 LG0894
 LG0894.This mark is at York Municipal Airport (JYR)
 LG0894
 LG0894.The horizontal coordinates were established by classical geodetic methods
 LG0894.and adjusted by the National Geodetic Survey in August 1997..
 LG0894
 LG0894
 LG0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0894
 LG0894.The geoid height was determined by GEOID03.
 LG0894
 LG0894;                    North         East     Units Scale Factor Converg.
 LG0894;SPC NE       -   119,944.985   702,964.547   MT  0.99971629   +1 35 47.9
 LG0894;UTM  14      - 4,527,300.204   618,725.441   MT  0.99977349   +0 55 21.4
 LG0894
 LG0894                          SUPERSEDED SURVEY CONTROL
 LG0894
 LG0894  NAD 83(1986)-  40 53 17.46356(N)    097 35 26.54883(W) AD(       ) 4
 LG0894  NAD 27      -  40 53 17.43729(N)    097 35 25.36522(W) AD(       ) 3
 LG0894
 LG0894.Superseded values are not recommended for survey control.
 LG0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0894.See file dsdata.txt to determine how the superseded data were derived.
 LG0894
 LG0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1872527300(NAD 83)
 LG0894_MARKER: 21 = AIRPORT BEACON
 LG0894
 LG0894  HISTORY     - Date     Condition        Report By
 LG0894  HISTORY     - 1961     FIRST OBSERVED   NEDR
 LG0894
 LG0894                          STATION DESCRIPTION
 LG0894
 LG0894'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0894'THE STATION IS LOCATED ABOUT 1.3 MILES NORTH FROM THE COURTHOUSE
 LG0894'IN YORK IN SECTION 30, T 11 N, R 2 W.
 LG0894'
 LG0894'TO REACH THE STATION FROM THE COURTHOUSE PROCEED NORTH ALONG
 LG0894'HIGHWAY 81 FOR 1.3 MILES TO THE INTERSECTION OF HIGHWAYS 81 AND
 LG0894'2, TURN RIGHT (EAST) ONTO GRAVELED ROAD AND PROCEED FOR 0.1 OF A
 LG0894'MILE TO THE JUNCTION WITH THE AIRPORT ROAD (GRAVELED), TURN LEFT
 LG0894'(NORTH) AND PROCEED FOR 400 FT.  BEACON IS 25 FT. WEST OF THE
 LG0894'CENTERLINE OF THE ROAD AT THIS POINT.
 LG0894'
 LG0894'LIGHT ON THE TOP OF THE TOWER WAS USED FOR THE SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0422 ***********************************************************************
 MN0422  DESIGNATION -  AIRWAY BEACON
 MN0422  PID         -  MN0422
 MN0422  STATE/COUNTY-  NE/GARDEN
 MN0422  USGS QUAD   -  BIG SPRINGS (1961)
 MN0422
 MN0422                         *CURRENT SURVEY CONTROL
 MN0422  ___________________________________________________________________
 MN0422* NAD 83(1995)-  41 01 39.22405(N)    102 00 27.62880(W)     ADJUSTED  
 MN0422* NAVD 88     -                                                        
 MN0422  ___________________________________________________________________
 MN0422  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 MN0422  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 MN0422
 MN0422  HORZ ORDER  -  THIRD
 MN0422
 MN0422.The horizontal coordinates were established by classical geodetic methods
 MN0422.and adjusted by the National Geodetic Survey in August 1997..
 MN0422
 MN0422
 MN0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0422
 MN0422.The geoid height was determined by GEOID03.
 MN0422
 MN0422;                    North         East     Units Scale Factor Converg.
 MN0422;SPC NE       -   134,550.599   331,221.275   MT  0.99969321   -1 19 49.7
 MN0422;UTM  13      - 4,546,131.048   751,570.293   MT  1.00037900   +1 57 54.9
 MN0422;UTM  14      - 4,546,175.448   247,139.095   MT  1.00038701   -1 58 31.3
 MN0422
 MN0422                          SUPERSEDED SURVEY CONTROL
 MN0422
 MN0422  NAD 83(1995)-  41 01 39.22369(N)    102 00 27.63050(W) AD(       ) 4
 MN0422  NAD 83(1986)-  41 01 39.22435(N)    102 00 27.63235(W) AD(       ) 4
 MN0422  NAD 27      -  41 01 39.25000(N)    102 00 25.99000(W) AD(       ) 3
 MN0422
 MN0422.Superseded values are not recommended for survey control.
 MN0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0422.See file dsdata.txt to determine how the superseded data were derived.
 MN0422
 MN0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF5157046131(NAD 83)
 MN0422_MARKER: 22 = AIRWAY BEACON
 MN0422
 MN0422  HISTORY     - Date     Condition        Report By
 MN0422  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0422
 MN0422                          STATION DESCRIPTION
 MN0422
 MN0422'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1989 ***********************************************************************
 MK1989  DESIGNATION -  AIRWAY BEACON 88
 MK1989  PID         -  MK1989
 MK1989  STATE/COUNTY-  NE/DOUGLAS
 MK1989  USGS QUAD   -  RALSTON (1984)
 MK1989
 MK1989                         *CURRENT SURVEY CONTROL
 MK1989  ___________________________________________________________________
 MK1989* NAD 83(1995)-  41 14 26.30919(N)    096 01 42.22637(W)     ADJUSTED  
 MK1989* NAVD 88     -                                                        
 MK1989  ___________________________________________________________________
 MK1989  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 MK1989  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 MK1989
 MK1989  HORZ ORDER  -  THIRD
 MK1989
 MK1989.The horizontal coordinates were established by classical geodetic methods
 MK1989.and adjusted by the National Geodetic Survey in August 1997..
 MK1989
 MK1989
 MK1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1989
 MK1989.The geoid height was determined by GEOID03.
 MK1989
 MK1989;                    North         East     Units Scale Factor Converg.
 MK1989;SPC NE       -   163,890.174   832,706.186   MT  0.99966925   +2 37 55.1
 MK1989;UTM  14      - 4,569,730.166   749,020.070   MT  1.00036324   +1 57 35.8
 MK1989;UTM  15      - 4,569,894.610   246,220.150   MT  1.00039270   -1 59 50.8
 MK1989
 MK1989                          SUPERSEDED SURVEY CONTROL
 MK1989
 MK1989  NAD 83(1986)-  41 14 26.31742(N)    096 01 42.22612(W) AD(       ) 4
 MK1989  NAD 27      -  41 14 26.32200(N)    096 01 41.16200(W) AD(       ) 3
 MK1989
 MK1989.Superseded values are not recommended for survey control.
 MK1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1989.See file dsdata.txt to determine how the superseded data were derived.
 MK1989
 MK1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4902069730(NAD 83)
 MK1989_MARKER: 22 = AIRWAY BEACON
 MK1989
 MK1989  HISTORY     - Date     Condition        Report By
 MK1989  HISTORY     - 1934     FIRST OBSERVED   CGS
 MK1989
 MK1989                          STATION DESCRIPTION
 MK1989
 MK1989'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1205 ***********************************************************************
 MJ1205  DESIGNATION -  AIRWAY BN 14 FLASH RED WHITE
 MJ1205  PID         -  MJ1205
 MJ1205  STATE/COUNTY-  NE/DOUGLAS
 MJ1205  USGS QUAD   -  GLENWOOD (1994)
 MJ1205
 MJ1205                         *CURRENT SURVEY CONTROL
 MJ1205  ___________________________________________________________________
 MJ1205* NAD 83(1995)-  41 00 03.62659(N)    095 43 19.91730(W)     ADJUSTED  
 MJ1205* NAVD 88     -                                                        
 MJ1205  ___________________________________________________________________
 MJ1205  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 MJ1205  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 MJ1205
 MJ1205  HORZ ORDER  -  THIRD
 MJ1205
 MJ1205.The horizontal coordinates were established by classical geodetic methods
 MJ1205.and adjusted by the National Geodetic Survey in August 1997..
 MJ1205
 MJ1205
 MJ1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1205
 MJ1205.The geoid height was determined by GEOID03.
 MJ1205
 MJ1205;                    North         East     Units Scale Factor Converg.
 MJ1205;SPC NE       -   138,542.025   859,652.298   MT  0.99969716   +2 50 05.6
 MJ1205;SPC IA S     -   113,548.005   313,066.558   MT  0.99995442   -1 27 49.6
 MJ1205;UTM  15      - 4,542,438.620   271,050.214   MT  1.00024520   -1 47 12.2
 MJ1205
 MJ1205                          SUPERSEDED SURVEY CONTROL
 MJ1205
 MJ1205  NAD 83(1986)-  41 00 03.63602(N)    095 43 19.91411(W) AD(       ) 4
 MJ1205  NAD 27      -  41 00 03.64112(N)    095 43 18.91053(W) AD(       ) 3
 MJ1205
 MJ1205.Superseded values are not recommended for survey control.
 MJ1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1205.See file dsdata.txt to determine how the superseded data were derived.
 MJ1205
 MJ1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF7105042439(NAD 83)
 MJ1205_MARKER: 22 = AIRWAY BEACON
 MJ1205
 MJ1205  HISTORY     - Date     Condition        Report By
 MJ1205  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1205
 MJ1205                          STATION DESCRIPTION
 MJ1205
 MJ1205'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1998 ***********************************************************************
 MK1998  DESIGNATION -  AIRWAY BN 87 FLASH RED WHITE
 MK1998  PID         -  MK1998
 MK1998  STATE/COUNTY-  NE/DOUGLAS
 MK1998  USGS QUAD   -  GRETNA (1984)
 MK1998
 MK1998                         *CURRENT SURVEY CONTROL
 MK1998  ___________________________________________________________________
 MK1998* NAD 83(1995)-  41 08 46.51370(N)    096 14 01.88744(W)     ADJUSTED  
 MK1998* NAVD 88     -                                                        
 MK1998  ___________________________________________________________________
 MK1998  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 MK1998  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 MK1998
 MK1998  HORZ ORDER  -  THIRD
 MK1998
 MK1998.The horizontal coordinates were established by classical geodetic methods
 MK1998.and adjusted by the National Geodetic Survey in August 1997..
 MK1998
 MK1998
 MK1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1998
 MK1998.The geoid height was determined by GEOID03.
 MK1998
 MK1998;                    North         East     Units Scale Factor Converg.
 MK1998;SPC NE       -   152,650.857   815,961.937   MT  0.99967818   +2 29 44.9
 MK1998;UTM  14      - 4,558,681.390   732,134.073   MT  1.00026325   +1 49 15.2
 MK1998
 MK1998                          SUPERSEDED SURVEY CONTROL
 MK1998
 MK1998  NAD 83(1986)-  41 08 46.52040(N)    096 14 01.88693(W) AD(       ) 4
 MK1998  NAD 27      -  41 08 46.52839(N)    096 14 00.78228(W) AD(       ) 3
 MK1998
 MK1998.Superseded values are not recommended for survey control.
 MK1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1998.See file dsdata.txt to determine how the superseded data were derived.
 MK1998
 MK1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3213458681(NAD 83)
 MK1998_MARKER: 22 = AIRWAY BEACON
 MK1998
 MK1998  HISTORY     - Date     Condition        Report By
 MK1998  HISTORY     - 1934     FIRST OBSERVED   CGS
 MK1998
 MK1998                          STATION DESCRIPTION
 MK1998
 MK1998'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0128 ***********************************************************************
 NP0128  DESIGNATION -  ALAIR
 NP0128  PID         -  NP0128
 NP0128  STATE/COUNTY-  NE/BOX BUTTE
 NP0128  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0128
 NP0128                         *CURRENT SURVEY CONTROL
 NP0128  ___________________________________________________________________
 NP0128* NAD 83(1995)-  42 04 28.19279(N)    102 54 12.46395(W)     ADJUSTED  
 NP0128* NAVD 88     -      1203.816  (meters)    3949.52   (feet)  ADJUSTED  
 NP0128  ___________________________________________________________________
 NP0128  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 NP0128  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 NP0128  DYNAMIC HT  -        1203.106 (meters)    3947.19  (feet)  COMP
 NP0128  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 NP0128
 NP0128  HORZ ORDER  -  SECOND
 NP0128  VERT ORDER  -  FIRST     CLASS II
 NP0128
 NP0128.The horizontal coordinates were established by classical geodetic methods
 NP0128.and adjusted by the National Geodetic Survey in August 1997..
 NP0128
 NP0128.The orthometric height was determined by differential leveling
 NP0128.and adjusted by the National Geodetic Survey in June 1991..
 NP0128
 NP0128.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0128
 NP0128.The geoid height was determined by GEOID03.
 NP0128
 NP0128.The dynamic height is computed by dividing the NAVD 88
 NP0128.geopotential number by the normal gravity value computed on the
 NP0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0128.degrees latitude (g = 980.6199 gals.).
 NP0128
 NP0128.The modeled gravity was interpolated from observed gravity values.
 NP0128
 NP0128;                    North         East     Units Scale Factor Converg.
 NP0128;SPC NE       -   252,863.201   259,842.087   MT  0.99970779   -1 55 26.8
 NP0128;UTM  13      - 4,660,174.464   673,431.621   MT  0.99997012   +1 24 18.8
 NP0128
 NP0128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0128!SPC NE       -   0.99981416  x   0.99970779  =   0.99952201
 NP0128!UTM  13      -   0.99981416  x   0.99997012  =   0.99978429
 NP0128
 NP0128|---------------------------------------------------------------------|
 NP0128| PID    Reference Object                     Distance      Geod. Az  |
 NP0128|                                                           dddmmss.s |
 NP0128| NP0129 ALAIR RM 1                            6.852 METERS 00738     |
 NP0128| NP0650 ALLIANCE MUNICIPAL TANK             APPROX. 4.2 KM 0311711.9 |
 NP0128| NP0126 ALAIR AZ MK                                        0783200.4 |
 NP0128| NP0130 ALAIR RM 2                            8.421 METERS 23204     |
 NP0128|---------------------------------------------------------------------|
 NP0128
 NP0128                          SUPERSEDED SURVEY CONTROL
 NP0128
 NP0128  NAD 83(1995)-  42 04 28.19240(N)    102 54 12.46403(W) AD(       ) 2
 NP0128  NAD 83(1986)-  42 04 28.18990(N)    102 54 12.46278(W) AD(       ) 2
 NP0128  NAD 27      -  42 04 28.30000(N)    102 54 10.73100(W) AD(       ) 2
 NP0128  NGVD 29 (??/??/92) 1203.228  (m)         3947.59   (f) ADJ UNCH    1 2
 NP0128
 NP0128.Superseded values are not recommended for survey control.
 NP0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0128.See file dsdata.txt to determine how the superseded data were derived.
 NP0128
 NP0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7343260174(NAD 83)
 NP0128_MARKER: DS = TRIANGULATION STATION DISK
 NP0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0128_STAMPING: ALAIR 1946
 NP0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0128+STABILITY: SURFACE MOTION
 NP0128
 NP0128  HISTORY     - Date     Condition        Report By
 NP0128  HISTORY     - 1946     MONUMENTED       CGS
 NP0128  HISTORY     - 1956     GOOD             CGS
 NP0128  HISTORY     - 1956     GOOD             NGS
 NP0128  HISTORY     - 1958     GOOD             CGS
 NP0128  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0128
 NP0128                          STATION DESCRIPTION
 NP0128
 NP0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0128'IT IS LOCATED ABOUT 2.5 MILES, AIR LINE, SOUTHWEST OF ALLIANCE
 NP0128'ON PROPERTY BELONGING TO THE CITY MUNICIPAL AIRPORT.  IT IS
 NP0128'IN THE SOUTHWEST CORNER OF THE INCLOSED PARKING AREA, 313 FEET
 NP0128'SOUTH OF THE CENTER OF A GRAVELED ROAD, 250 FEET EAST OF THE
 NP0128'HANGAR, 18.5 FEET NORTH-NORTHWEST OF A FENCE CORNER, AND 3.3
 NP0128'FEET WEST OF A WIRE FENCE.  IT PROJECTS 1 INCH AND IS STAMPED
 NP0128'ALAIR 1946.
 NP0128'
 NP0128'REFERENCE MARK NO. 1 IS 41 FEET NORTH OF A FENCE CORNER AND
 NP0128'0.8 FOOT WEST OF A WIRE FENCE.  IT PROJECTS 3 INCHES AND IS
 NP0128'STAMPED ALAIR NO 1 1946.
 NP0128'
 NP0128'REFERENCE MARK NO. 2 IS 24.3 FEET WEST OF A FENCE CORNER AND
 NP0128'0.7 FOOT NORTH OF A WIRE FENCE LINE.  IT PROJECTS 3 INCHES
 NP0128'AND IS STAMPED ALAIR NO 2 1946.
 NP0128'
 NP0128'AZIMUTH MARK IS 63 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 NP0128'OF STATE HIGHWAY NO. 19 AND A GRAVELED ROAD, 50 FEET WEST OF
 NP0128'THE CENTER LINE OF STATE HIGHWAY NO. 19, 34 FEET SOUTH OF THE
 NP0128'CENTER OF A GRAVELED ROAD, AND 1 FOOT NORTH OF A FENCE LINE.
 NP0128'IT PROJECTS 1 INCH AND IS STAMPED ALAIR 1946.
 NP0128'
 NP0128'TO REACH FROM THE ALLIANCE NATIONAL BANK IN ALLIANCE, AT THE
 NP0128'INTERSECTION OF BOX BUTTE AND THIRD STREETS, GO WEST ON THIRD
 NP0128'STREET, STATE HIGHWAY NO. 19, FOR 1.5 MILES TO THE JUNCTION
 NP0128'OF STATE HIGHWAY NO. 2.  TURN LEFT, SOUTH, ON STATE HIGHWAY
 NP0128'NO. 19 AND GO 1.55 MILES TO A CROSS ROAD.  TURN RIGHT, WEST,
 NP0128'ON A GRAVELED ROAD AND GO 0.35 MILE TO THE ENTRANCE TO THE
 NP0128'AIRPORT ON THE LEFT AND THE STATION AS DESCRIBED.
 NP0128'
 NP0128'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW THE DESCRIPTION
 NP0128'BACK, EAST, FOR 0.35 MILE TO STATE HIGHWAY NO. 19 AND THE
 NP0128'AZIMUTH MARK AS DESCRIBED.
 NP0128
 NP0128                          STATION RECOVERY (1956)
 NP0128
 NP0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NP0128'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0128'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.4 MILE WEST
 NP0128'ALONG A GRAVELED ROAD, 312 FEET SOUTH OF THE CENTER LINE OF AN
 NP0128'EAST AND WEST GRAVELED ROAD, AT THE FORMER SITE OF AN AIRPORT,
 NP0128'245 FEET EAST OF THE SOUTHEAST CORNER OF AN OLD HANGAR, 296 FEET
 NP0128'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL HOUSE, 18 FEET
 NP0128'NORTH OF A FENCE CORNER, 3 FEET WEST OF A FENCE, 1.5 FEET
 NP0128'SOUTH OF A WITNESS POST, IN THE NORTHEAST 1/4 OF SECTION 8,
 NP0128'TOWNSHIP 24 NORTH, RANGE 48 WEST, A TRIANGULATION STATION
 NP0128'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 NP0128'FOOT ABOVE THE GROUND, STAMPED ALAIR 1946.
 NP0128'
 NP0128'ALAIR R.M. 1 IS 22.4 FEET NORTH OF TRIANGULATION STATION ALAIR
 NP0128'1946, 40 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE,
 NP0128'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 NP0128'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED ALAIR NO 1 1946.
 NP0128'
 NP0128'ALAIR R.M. 2 IS 27.4 FEET SOUTHWEST OF TRIANGULATION STATION
 NP0128'ALAIR 1946, 23.6 FEET WEST OF A FENCE CORNER, 0.7 FOOT NORTH
 NP0128'OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 NP0128'POST WHICH IS FLUSH WITH THE GROUND, STAMPED ALAIR NO 2 1946.
 NP0128'
 NP0128'ALAIR 1946 AZIMUTH IS 0.25 MILE EAST OF TRIANGULATION STATION
 NP0128'ALAIR 1946, 63 FEET SOUTHWEST OF THE INTERSECTION OF THE CENTER
 NP0128'LINES OF STATE HIGHWAY 19 AND AN EAST AND WEST ROAD, 50 FEET
 NP0128'WEST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH OF THE
 NP0128'CENTER LINE OF THE GRAVELED ROAD, 13 FEET WEST OF A FENCE
 NP0128'CORNER, 1 FOOT NORTH OF A FENCE, 1 FOOT WEST OF A WITNESS POST,
 NP0128'AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 NP0128'0.5 FOOT BELOW THE TOP OF THE GROUND, STAMPED ALAIR 1946, IN
 NP0128'THE NORTHEAST 1/4 OF SECTION 8, TOWNSHIP 24 NORTH, RANGE 48
 NP0128'WEST.
 NP0128
 NP0128                          STATION RECOVERY (1956)
 NP0128
 NP0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 NP0128'2.5 MI SW FROM ALLIANCE.
 NP0128'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0128'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.4 MILE WEST
 NP0128'ALONG A GRAVELED ROAD, 312 FEET SOUTH OF THE CENTER LINE OF THE
 NP0128'EAST AND WEST GRAVELED ROAD, AT THE FORMER SITE OF AN AIRPORT,
 NP0128'245 FEET EAST OF THE SOUTHEAST CORNER OF AN OLD HANGAR, 296 FEET
 NP0128'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL HOUSE, 18 FEET
 NP0128'NORTH OF A FENCE CORNER, 3 FEET WEST OF A FENCE, 1.5 FEET SOUTH
 NP0128'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0128'PROJECTS 0.1 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 NP0128'SECTION 8, TOWNSHIP 24 NORTH, RANGE 48 WEST.
 NP0128
 NP0128                          STATION RECOVERY (1958)
 NP0128
 NP0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 NP0128'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NP0128'FOUND IN GOOD CONDITION.  THE AIRPORT HAS BEEN ABANDONED AND
 NP0128'THE HANGAR IS BEING USED AS A BARN FOR STORING HAY.  BUT THE
 NP0128'REFERENCE MEASUREMENTS CHECK AND THE DESCRIPTION IS ADEQUATE.
 NP0128'ROAD CONSTRUCTION ALONG STATE HIGHWAY 19 WILL DESTROY THE
 NP0128'AZIMUTH MARK, SO IT WAS MOVED ON LINE TOWARD THE STATION.
 NP0128'THE ELEVATION FROM THE OLD AZIMUTH MARK WAS TRANSFERRED TO THE
 NP0128'RESET AZIMUTH MARK.  A SHORT DESCRIPTION FOR THE RESET AZIMUTH
 NP0128'MARK FOLLOWS.
 NP0128'
 NP0128'AZIMUTH MARK (RESET) IS 0.25 MILE EAST-NORTHEAST OF THE STATION,
 NP0128'94 FEET WEST OF THE CENTER OF STATE HIGHWAY 19, 51 FEET SOUTH
 NP0128'OF THE CENTER OF A GRAVEL ROAD, 18 FEET SOUTH OF A FENCE CORNER,
 NP0128'3 FEET SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 NP0128'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED ALAIR 1946
 NP0128'RESET 1958.
 NP0128
 NP0128                          STATION RECOVERY (1985)
 NP0128
 NP0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0128'NOT RECOVERED.  AREA DESCRIBED IS NOW A WHEAT FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0127 ***********************************************************************
 NP0127  DESIGNATION -  ALAIR AZ MK RESET
 NP0127  PID         -  NP0127
 NP0127  STATE/COUNTY-  NE/BOX BUTTE
 NP0127  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0127
 NP0127                         *CURRENT SURVEY CONTROL
 NP0127  ___________________________________________________________________
 NP0127* NAD 83(1986)-  42 04 31.     (N)    102 53 54.     (W)     SCALED    
 NP0127* NAVD 88     -      1203.15   (meters)    3947.3    (feet)  RESET     
 NP0127  ___________________________________________________________________
 NP0127  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 NP0127
 NP0127  VERT ORDER  -  THIRD
 NP0127
 NP0127.The horizontal coordinates were scaled from a topographic map and have
 NP0127.an estimated accuracy of +/- 6 seconds.
 NP0127
 NP0127.The orthometric height was computed from unverified reset data.
 NP0127
 NP0127.The geoid height was determined by GEOID03.
 NP0127
 NP0127;                    North         East    Units  Estimated Accuracy
 NP0127;SPC NE       -   252,940.      260,270.      MT  (+/- 180 meters Scaled)
 NP0127
 NP0127                          SUPERSEDED SURVEY CONTROL
 NP0127
 NP0127.No superseded survey control is available for this station.
 NP0127
 NP0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG738602(NAD 83)
 NP0127_MARKER: DT = TOPOGRAPHIC STATION DISK
 NP0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0127_STAMPING: ALAIR 1946 RESET 1958
 NP0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0127+STABILITY: SURFACE MOTION
 NP0127
 NP0127  HISTORY     - Date     Condition        Report By
 NP0127  HISTORY     - 1958     MONUMENTED       CGS
 NP0127  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0127
 NP0127                          STATION DESCRIPTION
 NP0127
 NP0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NP0127'2.1 MI SW FROM ALLIANCE.
 NP0127'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0127'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.15 MILE WEST
 NP0127'ALONG A GRAVEL ROAD TO STATE HIGHWAY 19, 94 FEET WEST OF THE
 NP0127'CENTERLINE OF STATE HIGHWAY 19, 51 FEET SOUTH OF THE CENTER OF A
 NP0127'GRAVEL ROAD, 18 FEET SOUTH OF A FENCE CORNER, 3 FEET SOUTH OF A
 NP0127'WHITE WITNESS POST, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 NP0127'1 INCH AND IS SET IN THE TOP OF A CONCRETE POST.
 NP0127
 NP0127                          STATION RECOVERY (1985)
 NP0127
 NP0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0127'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0129 ***********************************************************************
 NP0129  DESIGNATION -  ALAIR RM 1
 NP0129  PID         -  NP0129
 NP0129  STATE/COUNTY-  NE/BOX BUTTE
 NP0129  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0129
 NP0129                         *CURRENT SURVEY CONTROL
 NP0129  ___________________________________________________________________
 NP0129* NAD 83(1986)-  42 04 28.     (N)    102 54 12.     (W)     SCALED    
 NP0129* NAVD 88     -      1203.890  (meters)    3949.76   (feet)  ADJUSTED  
 NP0129  ___________________________________________________________________
 NP0129  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 NP0129  DYNAMIC HT  -        1203.180 (meters)    3947.43  (feet)  COMP
 NP0129  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 NP0129
 NP0129  VERT ORDER  -  FIRST     CLASS II
 NP0129
 NP0129.The horizontal coordinates were scaled from a topographic map and have
 NP0129.an estimated accuracy of +/- 6 seconds.
 NP0129
 NP0129.The orthometric height was determined by differential leveling
 NP0129.and adjusted by the National Geodetic Survey in June 1991..
 NP0129
 NP0129.The geoid height was determined by GEOID03.
 NP0129
 NP0129.The dynamic height is computed by dividing the NAVD 88
 NP0129.geopotential number by the normal gravity value computed on the
 NP0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0129.degrees latitude (g = 980.6199 gals.).
 NP0129
 NP0129.The modeled gravity was interpolated from observed gravity values.
 NP0129
 NP0129;                    North         East    Units  Estimated Accuracy
 NP0129;SPC NE       -   252,860.      259,850.      MT  (+/- 180 meters Scaled)
 NP0129
 NP0129                          SUPERSEDED SURVEY CONTROL
 NP0129
 NP0129  NGVD 29 (??/??/92) 1203.302  (m)         3947.83   (f) ADJ UNCH    1 2
 NP0129
 NP0129.Superseded values are not recommended for survey control.
 NP0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0129.See file dsdata.txt to determine how the superseded data were derived.
 NP0129
 NP0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG734601(NAD 83)
 NP0129_MARKER: DR = REFERENCE MARK DISK
 NP0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0129_STAMPING: ALAIR NO 1 1946
 NP0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0129+STABILITY: SURFACE MOTION
 NP0129
 NP0129  HISTORY     - Date     Condition        Report By
 NP0129  HISTORY     - 1946     MONUMENTED       CGS
 NP0129  HISTORY     - 1956     GOOD             NGS
 NP0129  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0129
 NP0129                          STATION DESCRIPTION
 NP0129
 NP0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0129'2.5 MI SW FROM ALLIANCE.
 NP0129'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0129'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.4 MILE WEST
 NP0129'ALONG A GRAVELED ROAD, AT THE FORMER SITE OF AN AIRPORT, 40 FEET
 NP0129'NORTH OF A FENCE CORNER, 22.4 FEET NORTH OF TRIANGULATION
 NP0129'STATION ALAIR 1946, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF A
 NP0129'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN THE
 NP0129'NORTHEAST 1/4 OF SECTION 8, TOWNSHIP 24 NORTH, RANGE 48 WEST.
 NP0129
 NP0129                          STATION RECOVERY (1985)
 NP0129
 NP0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0129'NOT RECOVERED.  AREA DESCRIBED IS NOW A WHEAT FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0130 ***********************************************************************
 NP0130  DESIGNATION -  ALAIR RM 2
 NP0130  PID         -  NP0130
 NP0130  STATE/COUNTY-  NE/BOX BUTTE
 NP0130  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0130
 NP0130                         *CURRENT SURVEY CONTROL
 NP0130  ___________________________________________________________________
 NP0130* NAD 83(1986)-  42 04 28.     (N)    102 54 12.     (W)     SCALED    
 NP0130* NAVD 88     -      1203.916  (meters)    3949.85   (feet)  ADJUSTED  
 NP0130  ___________________________________________________________________
 NP0130  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 NP0130  DYNAMIC HT  -        1203.206 (meters)    3947.52  (feet)  COMP
 NP0130  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 NP0130
 NP0130  VERT ORDER  -  FIRST     CLASS II
 NP0130
 NP0130.The horizontal coordinates were scaled from a topographic map and have
 NP0130.an estimated accuracy of +/- 6 seconds.
 NP0130
 NP0130.The orthometric height was determined by differential leveling
 NP0130.and adjusted by the National Geodetic Survey in June 1991..
 NP0130
 NP0130.The geoid height was determined by GEOID03.
 NP0130
 NP0130.The dynamic height is computed by dividing the NAVD 88
 NP0130.geopotential number by the normal gravity value computed on the
 NP0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0130.degrees latitude (g = 980.6199 gals.).
 NP0130
 NP0130.The modeled gravity was interpolated from observed gravity values.
 NP0130
 NP0130;                    North         East    Units  Estimated Accuracy
 NP0130;SPC NE       -   252,860.      259,850.      MT  (+/- 180 meters Scaled)
 NP0130
 NP0130                          SUPERSEDED SURVEY CONTROL
 NP0130
 NP0130  NGVD 29 (??/??/92) 1203.328  (m)         3947.92   (f) ADJ UNCH    1 2
 NP0130
 NP0130.Superseded values are not recommended for survey control.
 NP0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0130.See file dsdata.txt to determine how the superseded data were derived.
 NP0130
 NP0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG734601(NAD 83)
 NP0130_MARKER: DR = REFERENCE MARK DISK
 NP0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0130_STAMPING: ALAIR NO 2 1946
 NP0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0130+STABILITY: SURFACE MOTION
 NP0130
 NP0130  HISTORY     - Date     Condition        Report By
 NP0130  HISTORY     - 1946     MONUMENTED       CGS
 NP0130  HISTORY     - 1956     GOOD             NGS
 NP0130  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0130
 NP0130                          STATION DESCRIPTION
 NP0130
 NP0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0130'2.5 MI SW FROM ALLIANCE.
 NP0130'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0130'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.4 MILE WEST
 NP0130'ALONG A GRAVELED ROAD, AT THE FORMER SITE OF AN AIRPORT, 23.6
 NP0130'FEET WEST OF A FENCE CORNER, 27.4 FEET SOUTHWEST OF TRIANGULATION
 NP0130'STATION ALAIR 1946, 0.7 FOOT NORTH OF A FENCE, SET IN THE TOP
 NP0130'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE
 NP0130'NORTHEAST 1/4 OF SECTION 8, TOWNSHIP 24 NORTH, RANGE 48 WEST.
 NP0130
 NP0130                          STATION RECOVERY (1985)
 NP0130
 NP0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0130'NOT RECOVERED.  AREA DESCRIBED IS NOW A WHEAT FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1372 ***********************************************************************
 LH1372  DESIGNATION -  ALBANY
 LH1372  PID         -  LH1372
 LH1372  STATE/COUNTY-  NE/HARLAN
 LH1372  USGS QUAD   -  ATLANTA (1970)
 LH1372
 LH1372                         *CURRENT SURVEY CONTROL
 LH1372  ___________________________________________________________________
 LH1372* NAD 83(1995)-  40 18 30.98007(N)    099 24 20.11085(W)     ADJUSTED  
 LH1372* NAVD 88     -       721.     (meters)    2365.     (feet)  SCALED    
 LH1372  ___________________________________________________________________
 LH1372  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 LH1372  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 LH1372
 LH1372  HORZ ORDER  -  SECOND
 LH1372
 LH1372.The horizontal coordinates were established by classical geodetic methods
 LH1372.and adjusted by the National Geodetic Survey in August 1997..
 LH1372
 LH1372.The orthometric height was scaled from a topographic map.
 LH1372
 LH1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1372
 LH1372.The geoid height was determined by GEOID03.
 LH1372
 LH1372;                    North         East     Units Scale Factor Converg.
 LH1372;SPC NE       -    52,944.500   550,523.303   MT  0.99987473   +0 23 38.1
 LH1372;UTM  14      - 4,462,089.247   465,535.581   MT  0.99961462   -0 15 44.6
 LH1372
 LH1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1372!SPC NE       -   0.99989078  x   0.99987473  =   0.99976553
 LH1372!UTM  14      -   0.99989078  x   0.99961462  =   0.99950544
 LH1372
 LH1372:                Primary Azimuth Mark                     Grid Az
 LH1372:SPC NE       -  ALBANY AZ MK                             000 18 52.8
 LH1372:UTM  14      -  ALBANY AZ MK                             000 58 15.5
 LH1372
 LH1372|---------------------------------------------------------------------|
 LH1372| PID    Reference Object                     Distance      Geod. Az  |
 LH1372|                                                           dddmmss.s |
 LH1372| CN8539 ALBANY AZ MK                                       0004230.9 |
 LH1372| LH1375 HOLDREGE SAFE PATROL RAD MAST       APPROX.15.8 KM 0021440.7 |
 LH1372| LH1369 HOLDREGE MUNICIPAL STANDPIPE        APPROX.14.3 KM 0123709.0 |
 LH1372| LH1348 FUNK FRIDHEM LUTHERAN CH CROSS      APPROX.21.8 KM 0373405.9 |
 LH1372| CN8540 ALBANY RM 1                          21.482 METERS 07556     |
 LH1372| LH1361 ALMA MUNICIPAL TANK                 APPROX.22.7 KM 1704041.7 |
 LH1372| LH1364 ORLEANS MUNICIPAL STANDPIPE         APPROX.19.5 KM 1911747.1 |
 LH1372| LH1367 ORLEANS ST MARYS CATH CH CROSS      APPROX.19.7 KM 1922459.2 |
 LH1372| LH1363 ORLEANS CONSUM PWR DIST MAST        APPROX.18.0 KM 2005115.5 |
 LH1372| LH1015 OXFORD MUNICIPAL TANK               APPROX.20.3 KM 2522500.9 |
 LH1372| LH1376 ATLANTA PRISON CAMP WATER TWR       APPROX.10.0 KM 3334540.9 |
 LH1372| LH1373 ALBANY 2                             23.862 METERS 34418     |
 LH1372| CN8541 ALBANY RM 2                          27.456 METERS 34541     |
 LH1372|---------------------------------------------------------------------|
 LH1372
 LH1372                          SUPERSEDED SURVEY CONTROL
 LH1372
 LH1372  NAD 83(1986)-  40 18 30.98457(N)    099 24 20.11135(W) AD(       ) 2
 LH1372  NAD 27      -  40 18 30.94700(N)    099 24 18.74600(W) AD(       ) 2
 LH1372
 LH1372.Superseded values are not recommended for survey control.
 LH1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1372.See file dsdata.txt to determine how the superseded data were derived.
 LH1372
 LH1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6553662089(NAD 83)
 LH1372_MARKER: DS = TRIANGULATION STATION DISK
 LH1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1372
 LH1372  HISTORY     - Date     Condition        Report By
 LH1372  HISTORY     - 1951     MONUMENTED       CGS
 LH1372  HISTORY     - 1969     GOOD             CGS
 LH1372
 LH1372                          STATION DESCRIPTION
 LH1372
 LH1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1372'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH-SOUTHWEST OF
 LH1372'HOLDREGE, ON THE SOUTH RIM OF A CANYON AND IN A FENCE CORNER
 LH1372'WHICH IS JUST NORTHWEST OF A CURVE IN A GRADED ROAD.  IT IS 37.0
 LH1372'FEET NORTHWEST OF THE CENTER OF THE CURVE IN A GRADED ROAD WHERE
 LH1372'IT CURVES FROM THE SOUTHWEST TO THE SOUTH, 29.0 FEET SOUTHEAST OF
 LH1372'A FENCE CORNER AND 3.0 FEET NORTHEAST OF A WITNESS POST.  IT
 LH1372'PROJECTS 2 INCHES AND IS STAMPED ALBANY 1951.
 LH1372'
 LH1372'REFERENCE MARK NO. 1 IS 12.0 FEET NORTH OF THE CENTER OF A
 LH1372'CURVING ROAD AND IN A FENCE LINE AT THE HEAD OF A CANYON.  IT
 LH1372'PROJECTS 3 INCHES AND IS STAMPED ALBANY NO 1 1951.
 LH1372'
 LH1372'REFERENCE MARK NO. 2 IS 1.0 FOOT EAST OF A NORTH-SOUTH FENCE
 LH1372'LINE.  IT PROJECTS 3 INCHES AND IS STAMPED ALBANY NO 2 1951.
 LH1372'
 LH1372'THE DISTANCE BETWEEN REFERENCE MARKS IS 114.6 FEET.
 LH1372'
 LH1372'THE AZIMUTH MARK IS 45.0 FEET NORTHEAST OF THE CENTER OF A T
 LH1372'ROAD INTERSECTION, 10.0 FEET NORTH OF A FENCE CORNER, 1.5 FEET
 LH1372'SOUTH OF A WITNESS POST AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE
 LH1372'LINE.  IT PROJECTS 2 INCHES AND IS STAMPED ALBANY 1951.
 LH1372'
 LH1372'TO REACH THE STATION FROM THE UNDERPASS AT THE EAST EDGE OF
 LH1372'HOLDREGE AND THE JUNCTIONS OF U.S. HIGHWAYS 6 AND 34 AND U.S.
 LH1372'HIGHWAYS 183 AND 383.  GO SOUTH ON U.S. HIGHWAYS 183 AND 383
 LH1372'FOR 7.0 MILES TO A CROSSROAD, TURN RIGHT, WEST, ON A GRADED ROAD
 LH1372'FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT, SOUTH, ON A GRADED ROAD
 LH1372'FOR 1.5 MILES TO A T ROAD LEADING EAST AND THE AZIMUTH MARK AS
 LH1372'DESCRIBED.  CONTINUE SOUTHERLY AROUND THE HEAD OF A CANYON FOR
 LH1372'0.45 MILE TO WHERE THE ROAD TURNS SOUTH AND THE STATION IN A
 LH1372'FENCE CORNER AS DESCRIBED.
 LH1372'
 LH1372'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 LH1372
 LH1372                          STATION RECOVERY (1969)
 LH1372
 LH1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LH1372'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LH1372'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LH1372'THE STATION MARK AND REFERENCE MARK NO. 1 WERE IN THE WAY OF
 LH1372'CONSTRUCTION FOR A NEW HIGHWAY (STATE HIGHWAY 4) AND HAD TO BE
 LH1372'MOVED.
 LH1372'
 LH1372'ALBANY 2 WAS ESTABLISHED AND REFERENCE MARK NO. 2 AND THE AZIMUTH
 LH1372'MARK WAS USED AT THIS STATION.
 LH1372'
 LH1372'FOR FURTHER INFORMATION SEE THE DESCRIPTION FOR ALBANY 2.
 LH1372'
 LH1372'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 9 MILES
 LH1372'SSW OF HOLDREDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1373 ***********************************************************************
 LH1373  DESIGNATION -  ALBANY 2
 LH1373  PID         -  LH1373
 LH1373  STATE/COUNTY-  NE/HARLAN
 LH1373  USGS QUAD   -  ATLANTA (1970)
 LH1373
 LH1373                         *CURRENT SURVEY CONTROL
 LH1373  ___________________________________________________________________
 LH1373* NAD 83(1995)-  40 18 31.72481(N)    099 24 20.38439(W)     ADJUSTED  
 LH1373* NAVD 88     -       721.     (meters)    2365.     (feet)  SCALED    
 LH1373  ___________________________________________________________________
 LH1373  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 LH1373  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 LH1373
 LH1373  HORZ ORDER  -  THIRD
 LH1373
 LH1373.The horizontal coordinates were established by classical geodetic methods
 LH1373.and adjusted by the National Geodetic Survey in August 1997..
 LH1373.No horizontal observational check was made to the station.
 LH1373
 LH1373.The orthometric height was scaled from a topographic map.
 LH1373
 LH1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1373
 LH1373.The geoid height was determined by GEOID03.
 LH1373
 LH1373;                    North         East     Units Scale Factor Converg.
 LH1373;SPC NE       -    52,967.424   550,516.687   MT  0.99987465   +0 23 37.9
 LH1373;UTM  14      - 4,462,112.238   465,529.229   MT  0.99961463   -0 15 44.7
 LH1373
 LH1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1373!SPC NE       -   0.99989078  x   0.99987465  =   0.99976545
 LH1373!UTM  14      -   0.99989078  x   0.99961463  =   0.99950545
 LH1373
 LH1373:                Primary Azimuth Mark                     Grid Az
 LH1373:SPC NE       -  ALBANY AZ MK                             000 55 46.5
 LH1373:UTM  14      -  ALBANY AZ MK                             001 35 09.1
 LH1373
 LH1373|---------------------------------------------------------------------|
 LH1373| PID    Reference Object                     Distance      Geod. Az  |
 LH1373|                                                           dddmmss.s |
 LH1373| CN8539 ALBANY AZ MK                                       0011924.4 |
 LH1373| LH1372 ALBANY                               23.862 METERS 16418     |
 LH1373| CN8542 ALBANY 2 RM 3                         9.195 METERS 26552     |
 LH1373| CN8541 ALBANY RM 2                           3.653 METERS 35452     |
 LH1373|---------------------------------------------------------------------|
 LH1373
 LH1373                          SUPERSEDED SURVEY CONTROL
 LH1373
 LH1373  NAD 83(1986)-  40 18 31.72931(N)    099 24 20.38489(W) AD(       ) 3
 LH1373  NAD 27      -  40 18 31.69165(N)    099 24 19.01953(W) AD(       ) 3
 LH1373
 LH1373.Superseded values are not recommended for survey control.
 LH1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1373.See file dsdata.txt to determine how the superseded data were derived.
 LH1373
 LH1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6552962112(NAD 83)
 LH1373_MARKER: DS = TRIANGULATION STATION DISK
 LH1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1373_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1373
 LH1373  HISTORY     - Date     Condition        Report By
 LH1373  HISTORY     - 1969     MONUMENTED       CGS
 LH1373
 LH1373                          STATION DESCRIPTION
 LH1373
 LH1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LH1373'LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF HOLDREGE, ON THE SOUTH
 LH1373'RIM OF A CANYON, AND ON THE EAST SIDE OF A NORTH-SOUTH FENCE.
 LH1373'
 LH1373'TO REACH THE STATION FROM THE UNDERPASS AT THE EAST EDGE OF
 LH1373'HOLDREGE AND THE JUNCTION OF U.S. HIGHWAYS 6, 34, 183, AND 383, GO
 LH1373'SOUTH ON U.S. HIGHWAYS 183 AND 383 FOR 7.0 MILES TO A CROSSROAD.
 LH1373'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 2.0 MILES TO A
 LH1373'CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 1.5
 LH1373'MILES TO A SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK.  CONTINUE
 LH1373'SOUTH ON A DIRT ROAD FOR 0.45 MILE TO A PROPOSED HIGHWAY 4 AND
 LH1373'THE STATION ON THE RIGHT.
 LH1373'
 LH1373'STATION MARKS ARE STANDARD DISKS STAMPED ALBANY 2 1969.  THE
 LH1373'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LH1373'PROJECTS 2 INCHES.  IT IS 140 FEET NORTH OF THE PROPOSED CENTER
 LH1373'OF STATE HIGHWAY 4, 1.5 FEET EAST OF A FENCE, 1.5 FEET NORTHEAST
 LH1373'OF A METAL WITNESS POST, AND ON THE NORTH EDGE OF THE
 LH1373'RIGHT-OF-WAY OF THE NEW ROAD.  THE UNDERGROUND DISK IS SET IN THE
 LH1373'TOP OF AN IRREGULAR MASS OF CONCRETE 3.4 FEET BELOW THE
 LH1373'SURFACE OF THE GROUND.
 LH1373'
 LH1373'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ALBANY NO. 2 1951,
 LH1373'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 LH1373'INCHES.  IT IS 152 FEET NORTH OF THE CENTER OF THE NEW ROAD AND
 LH1373'0.5 FEET EAST OF A NORTH-SOUTH FENCE.
 LH1373'
 LH1373'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ALBANY 2 NO. 3
 LH1373'1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LH1373'1 INCH.  IT IS IN OPEN PASTURE LAND AND 32 FEET WEST OF THE
 LH1373'NORTH-SOUTH FENCE.
 LH1373'
 LH1373'AZIMUTH MARK, A STANDARD DISK STAMPED ALBANY 1951, IS SET IN THE
 LH1373'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 LH1373'30 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 30 FEET NORTH
 LH1373'OF THE CENTER OF AN EAST-WEST ROAD, 3 FEET WEST OF A CORNER FENCE
 LH1373'POST, AND 1 FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1036 ***********************************************************************
 ML1036  DESIGNATION -  ALBION CORNHUSKER REA RAD MAST
 ML1036  PID         -  ML1036
 ML1036  STATE/COUNTY-  NE/BOONE
 ML1036  USGS QUAD   -  ALBION WEST (1985)
 ML1036
 ML1036                         *CURRENT SURVEY CONTROL
 ML1036  ___________________________________________________________________
 ML1036* NAD 83(1995)-  41 40 20.25442(N)    098 00 17.46423(W)     ADJUSTED  
 ML1036* NAVD 88     -                                                        
 ML1036  ___________________________________________________________________
 ML1036  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 ML1036  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML1036
 ML1036  HORZ ORDER  -  THIRD
 ML1036
 ML1036.The horizontal coordinates were established by classical geodetic methods
 ML1036.and adjusted by the National Geodetic Survey in August 1997..
 ML1036
 ML1036
 ML1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1036
 ML1036.The geoid height was determined by GEOID03.
 ML1036
 ML1036;                    North         East     Units Scale Factor Converg.
 ML1036;SPC NE       -   206,087.583   666,074.236   MT  0.99966280   +1 19 19.8
 ML1036;UTM  14      - 4,613,870.648   582,837.854   MT  0.99968444   +0 39 42.1
 ML1036
 ML1036                          SUPERSEDED SURVEY CONTROL
 ML1036
 ML1036  NAD 83(1986)-  41 40 20.26202(N)    098 00 17.47018(W) AD(       ) 4
 ML1036  NAD 27      -  41 40 20.22136(N)    098 00 16.24946(W) AD(       ) 3
 ML1036
 ML1036.Superseded values are not recommended for survey control.
 ML1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1036.See file dsdata.txt to determine how the superseded data were derived.
 ML1036
 ML1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM8283813871(NAD 83)
 ML1036_MARKER: 42 = RADIO/TV MAST
 ML1036
 ML1036  HISTORY     - Date     Condition        Report By
 ML1036  HISTORY     - 1972     FIRST OBSERVED   NGS
 ML1036
 ML1036                          STATION DESCRIPTION
 ML1036
 ML1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1036'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE ALBION,
 ML1036'CORNHUSKER RURAL ELECTRIC ASSOCIATION, KAC 53 RADIO MAST THAT IS
 ML1036'LOCATED ABOUT 11 MILES NORTHEAST OF CEDAR RAPIDS, 10 MILES
 ML1036'NORTHWEST OF ST EDWARDS AND 1.5 MILES SOUTH OF ALBION.  THE MAST
 ML1036'IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF
 ML1036'RED AND WHITE AND IS 180 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1954 ***********************************************************************
 MK1954  DESIGNATION -  ALBION TV STA KHQL MAST
 MK1954  PID         -  MK1954
 MK1954  STATE/COUNTY-  NE/BOONE
 MK1954  USGS QUAD   -  ALBION EAST (1985)
 MK1954
 MK1954                         *CURRENT SURVEY CONTROL
 MK1954  ___________________________________________________________________
 MK1954* NAD 83(1995)-  41 40 54.76786(N)    097 52 39.41013(W)     ADJUSTED  
 MK1954* NAVD 88     -                                                        
 MK1954  ___________________________________________________________________
 MK1954  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MK1954  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 MK1954
 MK1954  HORZ ORDER  -  THIRD
 MK1954
 MK1954.The horizontal coordinates were established by classical geodetic methods
 MK1954.and adjusted by the National Geodetic Survey in August 1997..
 MK1954
 MK1954
 MK1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1954
 MK1954.The geoid height was determined by GEOID03.
 MK1954
 MK1954;                    North         East     Units Scale Factor Converg.
 MK1954;SPC NE       -   207,403.907   676,637.149   MT  0.99966330   +1 24 23.4
 MK1954;UTM  14      - 4,615,065.197   593,415.580   MT  0.99970739   +0 44 47.2
 MK1954
 MK1954                          SUPERSEDED SURVEY CONTROL
 MK1954
 MK1954  NAD 83(1986)-  41 40 54.77575(N)    097 52 39.41596(W) AD(       ) 4
 MK1954  NAD 27      -  41 40 54.73527(N)    097 52 38.21696(W) AD(       ) 3
 MK1954
 MK1954.Superseded values are not recommended for survey control.
 MK1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1954.See file dsdata.txt to determine how the superseded data were derived.
 MK1954
 MK1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9341615065(NAD 83)
 MK1954_MARKER: 42 = RADIO/TV MAST
 MK1954
 MK1954  HISTORY     - Date     Condition        Report By
 MK1954  HISTORY     - 1972     FIRST OBSERVED   NGS
 MK1954
 MK1954                          STATION DESCRIPTION
 MK1954
 MK1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MK1954'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE ALBION, CHANNEL
 MK1954'8 KHQL TELEVISION MAST THAT IS LOCATED ABOUT 17 MILES NORTHEAST
 MK1954'OF CEDAR RAPIDS, 7 MILES NORTH OF ST EDWARDS AND 6 MILES EAST OF
 MK1954'ALBION.  THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN
 MK1954'ALTERNATE BANDS OF RED AND WHITE AND IS 1143 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1152 ***********************************************************************
 LH1152  DESIGNATION -  ALDA
 LH1152  PID         -  LH1152
 LH1152  STATE/COUNTY-  NE/HALL
 LH1152  USGS QUAD   -  ALDA (1993)
 LH1152
 LH1152                         *CURRENT SURVEY CONTROL
 LH1152  ___________________________________________________________________
 LH1152* NAD 83(1995)-  40 52 23.14864(N)    098 27 39.98591(W)     ADJUSTED  
 LH1152* NAVD 88     -       581.915  (meters)    1909.17   (feet)  ADJUSTED  
 LH1152  ___________________________________________________________________
 LH1152  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 LH1152  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 LH1152  DYNAMIC HT  -         581.607 (meters)    1908.16  (feet)  COMP
 LH1152  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 LH1152
 LH1152  HORZ ORDER  -  THIRD
 LH1152  VERT ORDER  -  FIRST     CLASS II
 LH1152
 LH1152.The horizontal coordinates were established by classical geodetic methods
 LH1152.and adjusted by the National Geodetic Survey in August 1997..
 LH1152
 LH1152.The orthometric height was determined by differential leveling
 LH1152.and adjusted by the National Geodetic Survey in May 1993..
 LH1152
 LH1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1152
 LH1152.The geoid height was determined by GEOID03.
 LH1152
 LH1152.The dynamic height is computed by dividing the NAVD 88
 LH1152.geopotential number by the normal gravity value computed on the
 LH1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1152.degrees latitude (g = 980.6199 gals.).
 LH1152
 LH1152.The modeled gravity was interpolated from observed gravity values.
 LH1152
 LH1152;                    North         East     Units Scale Factor Converg.
 LH1152;SPC NE       -   116,596.227   629,679.763   MT  0.99971914   +1 01 11.4
 LH1152;UTM  14      - 4,524,809.506   545,408.623   MT  0.99962538   +0 21 09.5
 LH1152
 LH1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1152!SPC NE       -   0.99991264  x   0.99971914  =   0.99963180
 LH1152!UTM  14      -   0.99991264  x   0.99962538  =   0.99953805
 LH1152
 LH1152:                Primary Azimuth Mark                     Grid Az
 LH1152:SPC NE       -  ALDA AZ MK                               057 55 54.0
 LH1152:UTM  14      -  ALDA AZ MK                               058 35 55.9
 LH1152
 LH1152|---------------------------------------------------------------------|
 LH1152| PID    Reference Object                     Distance      Geod. Az  |
 LH1152|                                                           dddmmss.s |
 LH1152| CN8546 ALDA AZ MK                                         0585705.4 |
 LH1152| CN8547 ALDA RM 1                            20.030 METERS 05930     |
 LH1152| LH1143 DONIPHAN MUNICIPAL TANK             APPROX.13.5 KM 1451157.8 |
 LH1152| LH0078 G 279                               APPROX. 0.7 KM 2360041.1 |
 LH1152| CN8549 ALDA RM 3                            19.642 METERS 23638     |
 LH1152| CN8548 ALDA RM 2                            19.849 METERS 29355     |
 LH1152| LH1157 CORNHUSKER ORD PLANT WATER TK       APPROX. 5.5 KM 3442533.9 |
 LH1152|---------------------------------------------------------------------|
 LH1152
 LH1152                          SUPERSEDED SURVEY CONTROL
 LH1152
 LH1152  NAD 83(1986)-  40 52 23.15580(N)    098 27 39.98720(W) AD(       ) 3
 LH1152  NAD 27      -  40 52 23.10800(N)    098 27 38.75100(W) AD(       ) 3
 LH1152  NGVD 29 (02/14/92)  581.667  (m)         1908.35   (f) ADJUSTED    1 2
 LH1152
 LH1152.Superseded values are not recommended for survey control.
 LH1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1152.See file dsdata.txt to determine how the superseded data were derived.
 LH1152
 LH1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4540924810(NAD 83)
 LH1152_MARKER: DS = TRIANGULATION STATION DISK
 LH1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1152_SP_SET: CONCRETE POST
 LH1152_STAMPING: ALDA 1950
 LH1152_MARK LOGO: CGS   
 LH1152_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1152+STABILITY: SURFACE MOTION
 LH1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1152+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1991
 LH1152
 LH1152  HISTORY     - Date     Condition        Report By
 LH1152  HISTORY     - 1950     MONUMENTED       CGS
 LH1152  HISTORY     - 1950     GOOD             CGS
 LH1152  HISTORY     - 1960     GOOD             USGS
 LH1152  HISTORY     - 1978     GOOD             NGS
 LH1152  HISTORY     - 19911021 GOOD             NGS
 LH1152
 LH1152                          STATION DESCRIPTION
 LH1152
 LH1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1152'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF GRAND ISLAND,
 LH1152'ABOUT 0.35 MILE NORTHEAST OF ALDA RAILROAD DEPOT AND ON THE NORTH
 LH1152'SIDE OF US HIGHWAY 30, IN A TRIANGLE FORMED BY THE HIGHWAY, A
 LH1152'GRAVEL ROAD AND THE RAILROAD TRACKS.  IT IS 43 FT. NORTH OF THE
 LH1152'CENTERLINE OF US HIGHWAY 30, 29 FEET SE OF THE SE RAIL OF THE
 LH1152'RAILROAD TRACKS, 74.6 FEET WEST OF THE WEST END OF A CONCRETE
 LH1152'CULVERT, AND 4 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 LH1152'MARK PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED, ALDA
 LH1152'1950.
 LH1152'
 LH1152'REFERENCE MARK NO. 1 IS NEAR THE EAST POINT OF THE TRIANGLE
 LH1152'MENTIONED ABOVE, 9 FEET NORTHWEST OF THE WEST END OF A CONCRETE
 LH1152'CULVERT AND 42-1/2 FEET NORTH OF THE CENTERLINE OF US HIGHWAY 30.
 LH1152'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISC IS STAMPED, ALDA NO
 LH1152'1 1950.
 LH1152'
 LH1152'REFERENCE MARK NO. 2 IS NEAR THE NORTHWEST CORNER OF THE TRIANGLE
 LH1152'MENTIONED ABOVE, 18 FEET SOUTHEAST OF THE EAST RAIL OF THE
 LH1152'RAILROAD TRACKS, AND 31 FEET NORTH OF THE APPROXIMATE CENTERLINE
 LH1152'OF THE GRAVEL ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 LH1152'DISC IS STAMPED, ALDA NO 2 1950.
 LH1152'
 LH1152'AZIMUTH MARK IS ON THE NORTH RIGHT-OF-WAY OF US HIGHWAY 30, 43
 LH1152'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 7-1/2 FEET WEST OF A
 LH1152'POWER-LINE BRACE POLE, 9 FEET SOUTH OF A RIGHT-OF-WAY FENCE LINE,
 LH1152'AND 1-1/2 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 LH1152'ABOUT 8 INCHES AND THE DISC IS STAMPED, ALDA 1950.
 LH1152'
 LH1152'STATION WAS REACHED FROM THE POST OFFICE IN GRAND ISLAND BY GOING
 LH1152'WEST AND SOUTHWEST ON US HIGHWAY 30 FOR 6.85 MILES TO THE AZIMUTH
 LH1152'MARK ON THE RIGHT OR NORTH SIDE OF THE HIGHWAY.  CONTINUE
 LH1152'NORTHWEST ON HIGHWAY FOR 0.3 MILE TO THE STATION SITE ON THE RIGHT
 LH1152'AS DESCRIBED ABOVE.
 LH1152'
 LH1152'A 77 FOOT TOWER AT DONIPHAN WAS VISIBLE FROM THE GROUND.
 LH1152'
 LH1152'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1152
 LH1152                          STATION RECOVERY (1950)
 LH1152
 LH1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1152'RECOVERED IN GOOD CONDITION.
 LH1152
 LH1152                          STATION RECOVERY (1960)
 LH1152
 LH1152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LH1152'STATION, REFERENCE AND AZIMUTH MARKS WERE ALL FOUND IN GOOD
 LH1152'CONDITION.  STATION IS NOW 91 FEET SE OF THE SE RAIL OF THE
 LH1152'RAILROAD TRACKS AT A GRAVEL ROAD, AND 25.5 FEET S OF A POWER POLE.
 LH1152
 LH1152                          STATION RECOVERY (1978)
 LH1152
 LH1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LH1152'SURFACE STATION MARK WAS RECOVERED AS WAS REFERENCE MARK 2.  IT WAS
 LH1152'NOTED THE ARROW ON REFERENCE MARK 2 POINTS TOWARD THE LOCATION OF
 LH1152'REFERENCE MARK 1 WHICH WAS NOT FOUND.  IT WAS ALSO NOTED A BURIED
 LH1152'CABLE LIES UNDER OR VERY NEAR REFERENCE MARK 2 WHICH IS BELIEVED TO
 LH1152'HAVE BEEN DISTURBED BY THE LAYING OF THE CABLE.  A NEW METAL CULVERT
 LH1152'HAS REPLACED THE FORMER CONCRETE CULVERT NEAR REFERENCE MARK 1 AND IT
 LH1152'IS BELIEVED THE REFERENCE MARK HAS BEEN DESTROYED.  A LENGTHY SEARCH
 LH1152'FOR THE AZIMUTH MARK PRODUCED NO RESULTS.  PREVIOUS REFERENCE OBJECTS
 LH1152'ARE GONE AND VERY TALL GRASS COVERS THE LOCATION.  REFERENCE MARK 3
 LH1152'WAS SET AND BENCH MARK G 279 NOW SERVES AS THE AZIMUTH MARK.  THE
 LH1152'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.040 METER SHORTER THAN
 LH1152'BEFORE.  REFERENCE MEASUREMENTS TO THE STATION FROM THE 1961 RECOVERY
 LH1152'WERE VERIFIED.  FOLLOWING IS A NEW DESCRIPTION.
 LH1152'
 LH1152'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF GRAND ISLAND, 1/2
 LH1152'MILE NORTHEAST OF ALDA AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 30 AT
 LH1152'ITS JUNCTION WITH AN EAST-WEST GRAVELED ROAD AND A RAILROAD SPUR
 LH1152'LEADING NORTH.
 LH1152'
 LH1152'TO REACH THE STATION FROM THE POST OFFICE IN ALDA, GO NORTHEAST ON
 LH1152'U.S. HIGHWAY 30 FOR 0.4 MILE TO THE STATION ON THE LEFT IN A
 LH1152'TRIANGULAR SHAPED GRASSY AREA FORMED BY THE JUNCTION OF THE HIGHWAY,
 LH1152'THE GRAVELED ROAD AND THE RAILROAD SPUR.
 LH1152'
 LH1152'BENCH MARK G 279 IS IN ALDA, AT THE JUNCTION OF THE HIGHWAY, WHICH IS
 LH1152'ALSO FRONT STREET, AND VINE STREET.  TO REACH FROM THE STATION, GO
 LH1152'SOUTHWEST ON THE HIGHWAY FOR 0.45 MILE TO THE MARK ON THE LEFT.
 LH1152'
 LH1152'STATION MARK IS A STANDARD DISK, STAMPED---ALDA 1950---SET IN THE TOP
 LH1152'OF A 12-INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 91.0
 LH1152'FEET SOUTHEAST OF THE EAST RAIL, 40.0 FEET NORTHWEST OF THE
 LH1152'CENTERLINE OF THE HIGHWAY, 25.5 FEET SOUTH OF A POWERLINE POLE AND
 LH1152'2.0 FEET EAST OF THE BASE OF A GUY WIRE FOR THE POLE.
 LH1152'
 LH1152'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---ALDA NO 2 1950---SET
 LH1152'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 LH1152'INCHES.  IT IS 57.0 FEET WEST OF THE POWERLINE POLE, 25.0 FEET SOUTH
 LH1152'OF THE CENTERLINE OF THE GRAVELED ROAD AND 18.0 FEET EAST OF THE
 LH1152'RAIL.
 LH1152'
 LH1152'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---ALDA 1950 NO 3
 LH1152'1978--- SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST WHICH
 LH1152'PROJECTS 4 INCHES.  IT IS 46.0 FEET EAST OF THE EAST RAIL, 41.0 FEET
 LH1152'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1.5 FEET NORTHEAST OF
 LH1152'A WITNESS POST.
 LH1152'
 LH1152'BENCH MARK G 279 IS A STANDARD DISK, STAMPED---G 279 1949---SET IN THE
 LH1152'TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 LH1152'110 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32.0 FEET NORTH OF
 LH1152'THE NORTH RAIL OF 2 TRACKS, 23.0 FEET EAST OF THE PROJECTED
 LH1152'CENTERLINE OF VINE STREET, 7.0 FEET WEST OF A POWERLINE POLE AND 2.0
 LH1152'FEET NORTH OF A WITNESS POST.
 LH1152'
 LH1152'REFERENCE MARK 2 IS ABOUT 1 FOOT HIGHER IN ELEVATION THAT THE
 LH1152'STATION AND REFERENCE MARK 3 IS ABOUT THE SAME ELEVATION AS THE
 LH1152'STATION.
 LH1152
 LH1152                          STATION RECOVERY (1991)
 LH1152
 LH1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1152'0.6 KM (0.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 30 FROM THE POST
 LH1152'OFFICE IN ALDA, 25.8 M (84.6 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LH1152'BURLINGTON NORTHERN RAILROAD, 16.6 M (54.5 FT) SOUTH OF THE CENTER OF
 LH1152'A GRAVELED ROAD, 13.1 M (43.0 FT) NORTHWEST OF THE HIGHWAY
 LH1152'CENTERLINE, 9.4 M (30.8 FT) SOUTHWEST OF A UTILITY POLE, 0.5 M (1.6
 LH1152'FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 LH1152'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0685 ***********************************************************************
 MJ0685  DESIGNATION -  ALDEN
 MJ0685  PID         -  MJ0685
 MJ0685  STATE/COUNTY-  NE/CASS
 MJ0685  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0685
 MJ0685                         *CURRENT SURVEY CONTROL
 MJ0685  ___________________________________________________________________
 MJ0685* NAD 83(1995)-  41 01 16.01127(N)    095 54 04.79508(W)     ADJUSTED  
 MJ0685* NAVD 88     -       355.208  (meters)    1165.38   (feet)  ADJUSTED  
 MJ0685  ___________________________________________________________________
 MJ0685  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 MJ0685  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 MJ0685  DYNAMIC HT  -         355.058 (meters)    1164.89  (feet)  COMP
 MJ0685  MODELED GRAV-     980,190.8   (mgal)                       NAVD 88
 MJ0685
 MJ0685  HORZ ORDER  -  FIRST
 MJ0685  VERT ORDER  -  SECOND    CLASS 0
 MJ0685
 MJ0685.The horizontal coordinates were established by classical geodetic methods
 MJ0685.and adjusted by the National Geodetic Survey in August 1997..
 MJ0685
 MJ0685.The orthometric height was determined by differential leveling
 MJ0685.and adjusted by the National Geodetic Survey in June 1991..
 MJ0685
 MJ0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0685
 MJ0685.The geoid height was determined by GEOID03.
 MJ0685
 MJ0685.The dynamic height is computed by dividing the NAVD 88
 MJ0685.geopotential number by the normal gravity value computed on the
 MJ0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0685.degrees latitude (g = 980.6199 gals.).
 MJ0685
 MJ0685.The modeled gravity was interpolated from observed gravity values.
 MJ0685
 MJ0685;                    North         East     Units Scale Factor Converg.
 MJ0685;SPC NE       -   140,042.215   844,497.621   MT  0.99969415   +2 42 58.2
 MJ0685;SPC IA S     -   116,180.484   298,063.069   MT  0.99995327   -1 34 54.3
 MJ0685;UTM  15      - 4,545,156.597   256,056.799   MT  1.00033247   -1 54 18.7
 MJ0685
 MJ0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0685!SPC NE       -   0.99994856  x   0.99969415  =   0.99964273
 MJ0685!SPC IA S     -   0.99994856  x   0.99995327  =   0.99990183
 MJ0685!UTM  15      -   0.99994856  x   1.00033247  =   1.00028101
 MJ0685
 MJ0685:                Primary Azimuth Mark                     Grid Az
 MJ0685:SPC NE       -  GLENWOOD MUNICIPAL TANK                  073 17 59.4
 MJ0685:SPC IA S     -  GLENWOOD MUNICIPAL TANK                  077 35 51.9
 MJ0685:UTM  15      -  GLENWOOD MUNICIPAL TANK                  077 55 16.3
 MJ0685
 MJ0685|---------------------------------------------------------------------|
 MJ0685| PID    Reference Object                     Distance      Geod. Az  |
 MJ0685|                                                           dddmmss.s |
 MJ0685| MJ1206 GLENWOOD MUNICIPAL TANK             APPROX.13.1 KM 0760057.6 |
 MJ0685| MJ0686 ALDEN RM 1                           39.837 METERS 08008     |
 MJ0685| MJ1214 PLATTSMOUTH MUN STANDPIPE           APPROX. 1.2 KM 1003031.8 |
 MJ0685| MJ1213 PLATTSMOUTH CASS CO CTHSE CUP       APPROX. 1.8 KM 1245415.8 |
 MJ0685| MJ1217 PLATTSMOUTH CENTER HS CUPOLA        APPROX. 1.4 KM 1382448.8 |
 MJ0685| MJ0687 ALDEN RM 2                           28.039 METERS 18213     |
 MJ0685| CL6731 ALDEN AZ MK                                        2790243.3 |
 MJ0685| MJ1223 S OMAHA ARMOUR PACKING CO TANK      APPROX.21.1 KM 3465057.1 |
 MJ0685|---------------------------------------------------------------------|
 MJ0685
 MJ0685                          SUPERSEDED SURVEY CONTROL
 MJ0685
 MJ0685  NAD 83(1986)-  41 01 16.01961(N)    095 54 04.79239(W) AD(       ) 1
 MJ0685  NAD 27      -  41 01 16.02399(N)    095 54 03.75589(W) AD(       ) 1
 MJ0685  NGVD 29 (??/??/92)  355.109  (m)         1165.05   (f) ADJ UNCH    2 0
 MJ0685
 MJ0685.Superseded values are not recommended for survey control.
 MJ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0685.See file dsdata.txt to determine how the superseded data were derived.
 MJ0685
 MJ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5605745157(NAD 83)
 MJ0685_MARKER: DS = TRIANGULATION STATION DISK
 MJ0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0685_STAMPING: ALDEN 1934
 MJ0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0685+STABILITY: SURFACE MOTION
 MJ0685
 MJ0685  HISTORY     - Date     Condition        Report By
 MJ0685  HISTORY     - 1934     MONUMENTED       CGS
 MJ0685  HISTORY     - 1947     GOOD             NGS
 MJ0685  HISTORY     - 1974     MARK NOT FOUND   NGS
 MJ0685
 MJ0685                          STATION DESCRIPTION
 MJ0685
 MJ0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ0685'STATION IS IN THE SOUTHEAST QUARTER OF SEC. 12, T. 12 N., R.
 MJ0685'13 E., ON A HIGH HILL NEAR THE NORTHWEST CORNER OF THE CITY LIMITS
 MJ0685'OF PLATTSMOUTH, ON LAND OWNED BY H. ALDEN, 35.5 FEET EAST OF
 MJ0685'CENTERLINE OF DIRT ROAD, 9.0 FEET EAST OF FENCE AND 10.0 FEET
 MJ0685'SOUTH OF ANOTHER FENCE.
 MJ0685'
 MJ0685'TO REACH FROM INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 75
 MJ0685'IN PLATTSMOUTH, GO NORTH 0.25 MILE ON U.S. HIGHWAY 75 TO CHEVROLET
 MJ0685'GARAGE, CONTINUE ON U.S. HIGHWAY 75 FOR 0.05 MILE AND TURN WEST
 MJ0685'ONTO AVENUE C, GO WEST 0.35 MILE TO RAILROAD UNDERPASS AND
 MJ0685'CONTINUE WEST FROM UNDERPASS 0.15 MILE TO T-FORK, TURN NORTH AND
 MJ0685'GO 0.45 MILE TO TOP OF HILL AND STATION ON EAST SIDE.
 MJ0685'
 MJ0685'REFERENCE MARK NO. 1 IS 64.78 FEET EAST OF STATION AND 1.0 FOOT
 MJ0685'SOUTH OF FENCE.
 MJ0685'
 MJ0685'REFERENCE MARK NO. 2 IS 91.99 FEET SOUTH OF STATION AND 0.5 FOOT
 MJ0685'EAST OF FENCE.
 MJ0685'
 MJ0685'AZIMUTH MARK IS ABOUT 1.0 MILE WEST OF STATION.  TO REACH, GO
 MJ0685'SOUTH 0.45 MILE TO GRAVEL ROAD, TURN WEST, GO 1.0 MILE TO DIRT
 MJ0685'ROAD, TURN NORTH AND GO 0.7 MILE TO MARK ON EAST SIDE.  MARK IS
 MJ0685'1.5 FEET SOUTH OF FENCE, 1.0 FOOT EAST OF ANOTHER FENCE, 18.5
 MJ0685'FEET EAST OF CENTERLINE OF DIRT ROAD AND ABOUT 150 FEET
 MJ0685'EAST-NORTHEAST OF A FARMHOUSE.
 MJ0685'
 MJ0685'HEIGHT OF LIGHT ABOVE STATION MARK - 19.5 METERS.
 MJ0685
 MJ0685                          STATION RECOVERY (1947)
 MJ0685
 MJ0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MJ0685'1.3 MI NW FROM PLATTSMOUTH.
 MJ0685'0.1 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT
 MJ0685'PLATTSMOUTH, THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY 75, THENCE
 MJ0685'0.5 MILE WEST ALONG AVENUE C, THENCE 0.4 MILE NORTH ALONG A
 MJ0685'GRADED DIRT ROAD, 23 YARDS SOUTH OF A FARMHOUSE, 11.0 FEET
 MJ0685'SOUTH OF A FENCE, 10.0 FEET EAST OF A FENCE, 7.0 FEET EAST OF A
 MJ0685'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 1
 MJ0685'INCH BELOW THE GROUND.
 MJ0685
 MJ0685                          STATION RECOVERY (1974)
 MJ0685
 MJ0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MJ0685'A THOROUGH SEARCH WAS MADE FOR THE MARKS FOR THIS STATION, AND NO
 MJ0685'MARKS COULD BE FOUND, THE DIRT ROAD MENTIONED IN THE 1934
 MJ0685'DESCRIPTION IS NOW A GRAVELED ROAD.  NO OLD TIE LINES VISIBLE
 MJ0685'FROM THE STATION SITE DUE TO TREES.
 MJ0685'
 MJ0685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NEAR THE
 MJ0685'NORTHWEST CORNER OF THE CITY LIMITS OF PLATTSMOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0358 ***********************************************************************
 MN0358  DESIGNATION -  ALDEN
 MN0358  PID         -  MN0358
 MN0358  STATE/COUNTY-  NE/MORRILL
 MN0358  USGS QUAD   -  BROADWATER SW (1965)
 MN0358
 MN0358                         *CURRENT SURVEY CONTROL
 MN0358  ___________________________________________________________________
 MN0358* NAD 83(1995)-  41 34 06.49229(N)    102 59 09.72321(W)     ADJUSTED  
 MN0358* NAVD 88     -      1173.376  (meters)    3849.65   (feet)  ADJUSTED  
 MN0358  ___________________________________________________________________
 MN0358  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 MN0358  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 MN0358  DYNAMIC HT  -        1172.625 (meters)    3847.19  (feet)  COMP
 MN0358  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 MN0358
 MN0358  HORZ ORDER  -  SECOND
 MN0358  VERT ORDER  -  FIRST     CLASS II
 MN0358
 MN0358.The horizontal coordinates were established by classical geodetic methods
 MN0358.and adjusted by the National Geodetic Survey in August 1997..
 MN0358
 MN0358.The orthometric height was determined by differential leveling
 MN0358.and adjusted by the National Geodetic Survey in June 1991..
 MN0358
 MN0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0358
 MN0358.The geoid height was determined by GEOID03.
 MN0358
 MN0358.The dynamic height is computed by dividing the NAVD 88
 MN0358.geopotential number by the normal gravity value computed on the
 MN0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0358.degrees latitude (g = 980.6199 gals.).
 MN0358
 MN0358.The modeled gravity was interpolated from observed gravity values.
 MN0358
 MN0358;                    North         East     Units Scale Factor Converg.
 MN0358;SPC NE       -   196,943.056   251,074.746   MT  0.99965919   -1 58 43.8
 MN0358;UTM  13      - 4,603,824.347   667,918.192   MT  0.99994700   +1 20 11.8
 MN0358
 MN0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0358!SPC NE       -   0.99981907  x   0.99965919  =   0.99947832
 MN0358!UTM  13      -   0.99981907  x   0.99994700  =   0.99976608
 MN0358
 MN0358|---------------------------------------------------------------------|
 MN0358| PID    Reference Object                     Distance      Geod. Az  |
 MN0358|                                                           dddmmss.s |
 MN0358| CP7278 ALDEN RM 1                           22.958 METERS 12255     |
 MN0358| MN0359 ALDEN AZ MK                                        1702801.0 |
 MN0358| CP7279 ALDEN RM 2                           22.226 METERS 21103     |
 MN0358|---------------------------------------------------------------------|
 MN0358
 MN0358                          SUPERSEDED SURVEY CONTROL
 MN0358
 MN0358  NAD 83(1995)-  41 34 06.49194(N)    102 59 09.72323(W) AD(       ) 2
 MN0358  NAD 83(1986)-  41 34 06.48527(N)    102 59 09.72601(W) AD(       ) 2
 MN0358  NAD 27      -  41 34 06.57120(N)    102 59 07.98420(W) AD(       ) 2
 MN0358
 MN0358.Superseded values are not recommended for survey control.
 MN0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0358.See file dsdata.txt to determine how the superseded data were derived.
 MN0358
 MN0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6791803824(NAD 83)
 MN0358_MARKER: DS = TRIANGULATION STATION DISK
 MN0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0358_SP_SET: CONCRETE POST
 MN0358_STAMPING: ALDEN 1963
 MN0358_MARK LOGO: CGS   
 MN0358_PROJECTION: FLUSH
 MN0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0358+STABILITY: SURFACE MOTION
 MN0358
 MN0358  HISTORY     - Date     Condition        Report By
 MN0358  HISTORY     - 1963     MONUMENTED       CGS
 MN0358  HISTORY     - 1985     GOOD             NGS
 MN0358
 MN0358                          STATION DESCRIPTION
 MN0358
 MN0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0358'THE STATION IS LOCATED 9-1/4 MILES SOUTHEAST OF BRIDGEPORT,
 MN0358'7-1/2 MILES WEST-SOUTHWEST OF BROADWATER, AND 2-3/4 MILES
 MN0358'EAST-NORTHEAST OF ALDEN SIDING ON THE C.B. AND Q. R.R.  IT IS ON
 MN0358'A GRASSY RIDGE IN PASTURE LAND, ON THE WEST SIDE OF U.S. HIGHWAY
 MN0358'385, AND ON LAND OWNED AT PRESENT BY ROY HART.
 MN0358'
 MN0358'TO REACH THE STATION FROM THE POST OFFICE IN DALTON, GO WEST
 MN0358'1/2 BLOCK TO U.S. HIGHWAY 385.  TURN RIGHT AND GO NORTH ON U.S.
 MN0358'HIGHWAY 385 FOR 9.8 MILES TO A BRIDGE OVER DEEP HOLE CREEK.
 MN0358'CONTINUE NORTH 1.5 MILES TO A GATE IN THE WEST SIDE RIGHT-OF-WAY
 MN0358'FENCE AND THE AZIMUTH MARK.  PASS THROUGH GATE AND GO
 MN0358'NORTH-NORTHWEST TO THE SOUTH END OF THE SNOW FENCE ALONG THE
 MN0358'WEST SIDE OF U.S. HIGHWAY 385, THENCE CLIMB ALONG THE WEST SIDE
 MN0358'OF SNOW FENCE TO TOP OF RIDGE AND TURN LEFT TO THE STATION AS
 MN0358'DESCRIBED FOR A TOTAL DISTANCE OF 0.5 MILE.
 MN0358'
 MN0358'THE STATION MARK IS A STANDARD DISK STAMPED ALDEN 1963 SET
 MN0358'IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE
 MN0358'SURFACE OF THE GROUND.  IT IS 264 FEET WEST OF THE SNOW FENCE.
 MN0358'
 MN0358'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ALDEN NO 1
 MN0358'1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH
 MN0358'THE SURFACE OF THE GROUND.  IT IS 207 FEET WEST OF THE SNOW FENCE
 MN0358'AND AT THE SAME ELEVATION AS THE STATION MARK.
 MN0358'
 MN0358'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ALDEN NO 2
 MN0358'1963 SET IN THE TOP OF A 12-INCH CONCRETE CLYINDER SET FLUSH
 MN0358'WITH THE SURFACE OF THE GROUND.  IT IS 14 INCHES LOWER THAN
 MN0358'STATION ELEVATION.
 MN0358'
 MN0358'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALDEN 1963 SET IN
 MN0358'THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE SURFACE
 MN0358'OF THE GROUND.  IT IS 50 FEET WEST OF THE CENTER LINE OF U.S.
 MN0358'HIGHWAY 385, 17 FEET NORTH OF THE CENTER OF THE GATE IN THE WEST
 MN0358'RIGHT-OF-WAY FENCE, AND 2 FEET NORTH-NORTHWEST OF A METAL
 MN0358'WITNESS POST WITH SIGN.
 MN0358
 MN0358                          STATION RECOVERY (1985)
 MN0358
 MN0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0358'16.5 KM (10.25 MI) SE FROM BRIDGEPORT.
 MN0358'16.5 KM (10.25 MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON
 MN0358'NORTHERN RAILROAD STATION AT BRIDGEPORT, ACROSS THE HIGHWAY AND ON THE
 MN0358'HIGHEST POINT OF A KNOLL FROM BENCH MARK X 417 1985, 122.0 METERS
 MN0358'(400 FT) (SLOPE DISTANCE) WEST OF THE HIGHWAY CENTERLINE.
 MN0358'THE MARK IS 15.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0359 ***********************************************************************
 MN0359  DESIGNATION -  ALDEN AZ MK
 MN0359  PID         -  MN0359
 MN0359  STATE/COUNTY-  NE/MORRILL
 MN0359  USGS QUAD   -  BROADWATER SW (1965)
 MN0359
 MN0359                         *CURRENT SURVEY CONTROL
 MN0359  ___________________________________________________________________
 MN0359* NAD 83(1986)-  41 33 47.     (N)    102 59 06.     (W)     SCALED    
 MN0359* NAVD 88     -      1147.835  (meters)    3765.86   (feet)  ADJUSTED  
 MN0359  ___________________________________________________________________
 MN0359  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 MN0359  DYNAMIC HT  -        1147.097 (meters)    3763.43  (feet)  COMP
 MN0359  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 MN0359
 MN0359  VERT ORDER  -  FIRST     CLASS II
 MN0359
 MN0359.The horizontal coordinates were scaled from a topographic map and have
 MN0359.an estimated accuracy of +/- 6 seconds.
 MN0359
 MN0359.The orthometric height was determined by differential leveling
 MN0359.and adjusted by the National Geodetic Survey in June 1991..
 MN0359
 MN0359.The geoid height was determined by GEOID03.
 MN0359
 MN0359.The dynamic height is computed by dividing the NAVD 88
 MN0359.geopotential number by the normal gravity value computed on the
 MN0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0359.degrees latitude (g = 980.6199 gals.).
 MN0359
 MN0359.The modeled gravity was interpolated from observed gravity values.
 MN0359
 MN0359;                    North         East    Units  Estimated Accuracy
 MN0359;SPC NE       -   196,340.      251,140.      MT  (+/- 180 meters Scaled)
 MN0359
 MN0359                          SUPERSEDED SURVEY CONTROL
 MN0359
 MN0359.No superseded survey control is available for this station.
 MN0359
 MN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG680032(NAD 83)
 MN0359_MARKER: DZ = AZIMUTH MARK DISK
 MN0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0359_SP_SET: CONCRETE POST
 MN0359_STAMPING: ALDEN 1963
 MN0359_MARK LOGO: CGS   
 MN0359_PROJECTION: RECESSED 20 CENTIMETERS
 MN0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0359+STABILITY: SURFACE MOTION
 MN0359
 MN0359  HISTORY     - Date     Condition        Report By
 MN0359  HISTORY     - 1963     MONUMENTED       CGS
 MN0359  HISTORY     - 1985     GOOD             NGS
 MN0359
 MN0359                          STATION DESCRIPTION
 MN0359
 MN0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0359'17.2 KM (10.7 MI) SE FROM BRIDGEPORT.
 MN0359'17.2 KM (10.65 MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON
 MN0359'NORTHERN RAILROAD STATION AT BRIDGEPORT, AT A SAND FIELD ROAD LEADING
 MN0359'WEST, 15.2 METERS (50 FT) WEST OF THE HIGHWAY CENTERLINE, 5.8 METERS
 MN0359'(19 FT) NORTH OF THE CENTER OF THE ROAD AND 3.7 METERS (12 FT)
 MN0359'WEST-SOUTHWEST OF THE NORTH END OF A 18-INCH PIPE VULVERT UNDER THE
 MN0359'SAND ROAD.
 MN0359'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 MN0359'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0686 ***********************************************************************
 MJ0686  DESIGNATION -  ALDEN RM 1
 MJ0686  PID         -  MJ0686
 MJ0686  STATE/COUNTY-  NE/CASS
 MJ0686  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0686
 MJ0686                         *CURRENT SURVEY CONTROL
 MJ0686  ___________________________________________________________________
 MJ0686* NAD 83(1986)-  41 01 16.     (N)    095 54 04.     (W)     SCALED    
 MJ0686* NAVD 88     -       355.057  (meters)    1164.88   (feet)  ADJUSTED  
 MJ0686  ___________________________________________________________________
 MJ0686  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 MJ0686  DYNAMIC HT  -         354.907 (meters)    1164.39  (feet)  COMP
 MJ0686  MODELED GRAV-     980,190.7   (mgal)                       NAVD 88
 MJ0686
 MJ0686  VERT ORDER  -  SECOND    CLASS 0
 MJ0686
 MJ0686.The horizontal coordinates were scaled from a topographic map and have
 MJ0686.an estimated accuracy of +/- 6 seconds.
 MJ0686
 MJ0686.The orthometric height was determined by differential leveling
 MJ0686.and adjusted by the National Geodetic Survey in June 1991..
 MJ0686
 MJ0686.The geoid height was determined by GEOID03.
 MJ0686
 MJ0686.The dynamic height is computed by dividing the NAVD 88
 MJ0686.geopotential number by the normal gravity value computed on the
 MJ0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0686.degrees latitude (g = 980.6199 gals.).
 MJ0686
 MJ0686.The modeled gravity was interpolated from observed gravity values.
 MJ0686
 MJ0686;                    North         East    Units  Estimated Accuracy
 MJ0686;SPC NE       -   140,040.      844,520.      MT  (+/- 180 meters Scaled)
 MJ0686
 MJ0686                          SUPERSEDED SURVEY CONTROL
 MJ0686
 MJ0686  NGVD 29 (??/??/92)  354.958  (m)         1164.56   (f) ADJ UNCH    2 0
 MJ0686
 MJ0686.Superseded values are not recommended for survey control.
 MJ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0686.See file dsdata.txt to determine how the superseded data were derived.
 MJ0686
 MJ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF560451(NAD 83)
 MJ0686_MARKER: DR = REFERENCE MARK DISK
 MJ0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0686_STAMPING: ALDEN NO 1 1934
 MJ0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0686+STABILITY: SURFACE MOTION
 MJ0686
 MJ0686  HISTORY     - Date     Condition        Report By
 MJ0686  HISTORY     - 1934     MONUMENTED       CGS
 MJ0686  HISTORY     - 1947     GOOD             NGS
 MJ0686
 MJ0686                          STATION DESCRIPTION
 MJ0686
 MJ0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0686'1.3 MI NW FROM PLATTSMOUTH.
 MJ0686'0.1 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT
 MJ0686'PLATTSMOUTH, THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY 75, THENCE
 MJ0686'0.5 MILE WEST ALONG AVENUE C, THENCE 0.4 MILE NORTH ALONG A
 MJ0686'GRADED DIRT ROAD, 97.0 FEET EAST OF THE CENTER LINE OF THE
 MJ0686'ROAD, 65.0 FEET EAST OF ALDEN 1934, 2.0 FEET SOUTH OF A FENCE,
 MJ0686'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0687 ***********************************************************************
 MJ0687  DESIGNATION -  ALDEN RM 2
 MJ0687  PID         -  MJ0687
 MJ0687  STATE/COUNTY-  NE/CASS
 MJ0687  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0687
 MJ0687                         *CURRENT SURVEY CONTROL
 MJ0687  ___________________________________________________________________
 MJ0687* NAD 83(1986)-  41 01 16.     (N)    095 54 04.     (W)     SCALED    
 MJ0687* NAVD 88     -       353.645  (meters)    1160.25   (feet)  ADJUSTED  
 MJ0687  ___________________________________________________________________
 MJ0687  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 MJ0687  DYNAMIC HT  -         353.496 (meters)    1159.76  (feet)  COMP
 MJ0687  MODELED GRAV-     980,190.7   (mgal)                       NAVD 88
 MJ0687
 MJ0687  VERT ORDER  -  SECOND    CLASS 0
 MJ0687
 MJ0687.The horizontal coordinates were scaled from a topographic map and have
 MJ0687.an estimated accuracy of +/- 6 seconds.
 MJ0687
 MJ0687.The orthometric height was determined by differential leveling
 MJ0687.and adjusted by the National Geodetic Survey in June 1991..
 MJ0687
 MJ0687.The geoid height was determined by GEOID03.
 MJ0687
 MJ0687.The dynamic height is computed by dividing the NAVD 88
 MJ0687.geopotential number by the normal gravity value computed on the
 MJ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0687.degrees latitude (g = 980.6199 gals.).
 MJ0687
 MJ0687.The modeled gravity was interpolated from observed gravity values.
 MJ0687
 MJ0687;                    North         East    Units  Estimated Accuracy
 MJ0687;SPC NE       -   140,040.      844,520.      MT  (+/- 180 meters Scaled)
 MJ0687
 MJ0687                          SUPERSEDED SURVEY CONTROL
 MJ0687
 MJ0687  NGVD 29 (??/??/92)  353.546  (m)         1159.93   (f) ADJ UNCH    2 0
 MJ0687
 MJ0687.Superseded values are not recommended for survey control.
 MJ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0687.See file dsdata.txt to determine how the superseded data were derived.
 MJ0687
 MJ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF560451(NAD 83)
 MJ0687_MARKER: DR = REFERENCE MARK DISK
 MJ0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0687_STAMPING: ALDEN NO 2 1934
 MJ0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0687+STABILITY: SURFACE MOTION
 MJ0687
 MJ0687  HISTORY     - Date     Condition        Report By
 MJ0687  HISTORY     - 1934     MONUMENTED       CGS
 MJ0687  HISTORY     - 1947     GOOD             NGS
 MJ0687
 MJ0687                          STATION DESCRIPTION
 MJ0687
 MJ0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0687'1.3 MI NW FROM PLATTSMOUTH.
 MJ0687'0.1 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT
 MJ0687'PLATTSMOUTH, THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY 75, THENCE
 MJ0687'0.5 MILE WEST ALONG AVENUE C, THENCE 0.4 MILE NORTH ALONG A
 MJ0687'GRADED DIRT ROAD, 92.0 FEET SOUTH OF ALDEN 1934, 31.0 FEET
 MJ0687'EAST OF THE CENTER LINE OF THE ROAD, 15.0 FEET SOUTHEAST OF A
 MJ0687'TELEPHONE POLE, 5.0 FEET EAST OF A FENCE, SET IN THE TOP OF A
 MJ0687'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1427 ***********************************************************************
 LG1427  DESIGNATION -  ALEXANDERIA AZ MK
 LG1427  PID         -  LG1427
 LG1427  STATE/COUNTY-  NE/THAYER
 LG1427  USGS QUAD   -  TOBIAS SW (1960)
 LG1427
 LG1427                         *CURRENT SURVEY CONTROL
 LG1427  ___________________________________________________________________
 LG1427* NAD 83(1995)-  40 17 31.47252(N)    097 25 33.08879(W)     ADJUSTED  
 LG1427* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 LG1427  ___________________________________________________________________
 LG1427  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 LG1427  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 LG1427
 LG1427  HORZ ORDER  -  THIRD
 LG1427
 LG1427.The horizontal coordinates were established by classical geodetic methods
 LG1427.and adjusted by the National Geodetic Survey in August 1997..
 LG1427
 LG1427.The orthometric height was scaled from a topographic map.
 LG1427
 LG1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1427
 LG1427.The geoid height was determined by GEOID03.
 LG1427
 LG1427;                    North         East     Units Scale Factor Converg.
 LG1427;SPC NE       -    54,193.255   718,818.059   MT  0.99988072   +1 42 21.2
 LG1427;UTM  14      - 4,461,364.330   633,796.836   MT  0.99982037   +1 01 05.2
 LG1427
 LG1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1427!SPC NE       -   0.99993107  x   0.99988072  =   0.99981179
 LG1427!UTM  14      -   0.99993107  x   0.99982037  =   0.99975145
 LG1427
 LG1427                          SUPERSEDED SURVEY CONTROL
 LG1427
 LG1427  NAD 83(1986)-  40 17 31.47881(N)    097 25 33.08874(W) AD(       ) 3
 LG1427
 LG1427.Superseded values are not recommended for survey control.
 LG1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1427.See file dsdata.txt to determine how the superseded data were derived.
 LG1427
 LG1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3379761364(NAD 83)
 LG1427_MARKER: DZ = AZIMUTH MARK DISK
 LG1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1427_SP_SET: CONCRETE POST
 LG1427_STAMPING: ALEXANDERIA 1950
 LG1427_MARK LOGO: CGS   
 LG1427_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1427+STABILITY: SURFACE MOTION
 LG1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1427+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1984
 LG1427
 LG1427  HISTORY     - Date     Condition        Report By
 LG1427  HISTORY     - 1950     MONUMENTED       CGS
 LG1427  HISTORY     - 19840810 GOOD             NGS
 LG1427
 LG1427                          STATION DESCRIPTION
 LG1427
 LG1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1427'RECOVERED IN GOOD CONDITION, ABOUT 11.3 KM (7.0 MI) WEST FROM DAYKIN,
 LG1427'5.6 KM (3.5 MI) NORTHWEST FROM ALEXANDRIA, 3.22 KM (2.00 MI) WEST
 LG1427'FROM STATE HIGHWAY 53, 3.22 KM (2.00 MI) SOUTH FROM STATE HIGHWAY 4
 LG1427'AND IN THE SOUTHEAST ANGLE OF A COUNTY ROAD INTERSECTION, ON
 LG1427'RIGHT-OF-WAY.
 LG1427'TO REACH FROM THE CO-OP GRAIN ELEVATOR AND A RAILROAD CROSSING, IN
 LG1427'DAYKIN, GO WEST ON STATE HIGHWAY 4 FOR 7.89 KM (4.90 MI) TO STATE
 LG1427'HIGHWAY 53. CONTINUE WEST ON HIGHWAY 4 FOR 3.22 KM (2.00 MI) TO A
 LG1427'GRAVELED CROSSROAD.  TURN LEFT AND GO SOUTH FOR 3.22 KM (2.00 MI) TO
 LG1427'THE STATION ON THE LEFT.
 LG1427'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4
 LG1427'INCHES ABOVE THE GROUND SURFACE.  IT IS 14.3 M (46.9 FT) SOUTHEAST
 LG1427'FROM THE CENTER OF THE INTERSECTION, 9.9 M (32.5 FT) SOUTH FROM THE
 LG1427'CENTERLINE FROM THE EAST-WEST ROAD, 8.8 M (28.9 FT) EAST FROM THE
 LG1427'CENTERLINE OF THE NORTH-SOUTH ROAD AND 0.3 M (1.0 FT) SOUTH FROM A
 LG1427'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0846 ***********************************************************************
 LG0846  DESIGNATION -  ALEXANDERIA RESET
 LG0846  PID         -  LG0846
 LG0846  STATE/COUNTY-  NE/THAYER
 LG0846  USGS QUAD   -  TOBIAS SW (1960)
 LG0846
 LG0846                         *CURRENT SURVEY CONTROL
 LG0846  ___________________________________________________________________
 LG0846* NAD 83(1995)-  40 17 17.07052(N)    097 25 34.06666(W)     ADJUSTED  
 LG0846* NAVD 88     -       464.     (meters)    1522.     (feet)  SCALED    
 LG0846  ___________________________________________________________________
 LG0846  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 LG0846  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 LG0846
 LG0846  HORZ ORDER  -  SECOND
 LG0846
 LG0846.The horizontal coordinates were established by classical geodetic methods
 LG0846.and adjusted by the National Geodetic Survey in August 1997..
 LG0846
 LG0846.The orthometric height was scaled from a topographic map.
 LG0846
 LG0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0846
 LG0846.The geoid height was determined by GEOID03.
 LG0846
 LG0846;                    North         East     Units Scale Factor Converg.
 LG0846;SPC NE       -    53,748.595   718,808.196   MT  0.99988218   +1 42 20.5
 LG0846;UTM  14      - 4,460,919.847   633,781.638   MT  0.99982032   +1 01 04.3
 LG0846
 LG0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0846!SPC NE       -   0.99993142  x   0.99988218  =   0.99981361
 LG0846!UTM  14      -   0.99993142  x   0.99982032  =   0.99975175
 LG0846
 LG0846:                Primary Azimuth Mark                     Grid Az
 LG0846:SPC NE       -  ALEXANDERIA AZ MK                        001 16 14.2
 LG0846:UTM  14      -  ALEXANDERIA AZ MK                        001 57 30.4
 LG0846
 LG0846|---------------------------------------------------------------------|
 LG0846| PID    Reference Object                     Distance      Geod. Az  |
 LG0846|                                                           dddmmss.s |
 LG0846| LG1427 ALEXANDERIA AZ MK                   444.823 METERS 0025834.7 |
 LG0846| LG1429 ALEXANDERIA RM 3                     12.282 METERS 02759     |
 LG0846| LG0843 DAYKIN MUNICIPAL TANK               APPROX.11.4 KM 0700456.3 |
 LG0846| LG0844 DAYKIN ST JOHNS LUTH CHURCH         APPROX.11.6 KM 0712730.4 |
 LG0846| LG1430 ALEXANDERIA RM 4                      8.850 METERS 14056     |
 LG0846| LG0839 ALEXANDRIA MUNICIPAL TANK           APPROX. 5.2 KM 1453042.1 |
 LG0846| LG1428 ALEXANDERIA RM 1                     24.335 METERS 17002     |
 LG0846| CN8550 ALEXANDERIA RM 2                     15.988 METERS 28627     |
 LG0846| LG0852 BRUNING MUNICIPAL TANK              APPROX.13.0 KM 2935105.5 |
 LG0846| LG0847 BRUNING AIR BASE WATER TANK         APPROX. 5.6 KM 3480515.1 |
 LG0846| LG0848 OHIOWA MUNICIPAL TANK               APPROX.13.8 KM 3503839.8 |
 LG0846|---------------------------------------------------------------------|
 LG0846
 LG0846                          SUPERSEDED SURVEY CONTROL
 LG0846
 LG0846  NAD 83(1986)-  40 17 17.07684(N)    097 25 34.06702(W) AD(       ) 2
 LG0846  NAD 27      -  40 17 17.07300(N)    097 25 32.91600(W) AD(       ) 2
 LG0846
 LG0846.Superseded values are not recommended for survey control.
 LG0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0846.See file dsdata.txt to determine how the superseded data were derived.
 LG0846
 LG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3378260920(NAD 83)
 LG0846_MARKER: DS = TRIANGULATION STATION DISK
 LG0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0846_SP_SET: CONCRETE POST
 LG0846_STAMPING: ALEXANDERIA 1950 1970
 LG0846_MARK LOGO: NGS   
 LG0846_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0846+STABILITY: SURFACE MOTION
 LG0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0846+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1984
 LG0846
 LG0846  HISTORY     - Date     Condition        Report By
 LG0846  HISTORY     - 1950     MONUMENTED       CGS
 LG0846  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LG0846  HISTORY     - 1970     GOOD             NGS
 LG0846  HISTORY     - 19840810 GOOD             NGS
 LG0846
 LG0846                          STATION DESCRIPTION
 LG0846
 LG0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0846'STATION IS LOCATED ABOUT 8 MILES EAST SOUTHEAST OF BRUNING AND
 LG0846'3-3/4 MILES NORTHWEST OF ALEXANDERIA IN THE NORTHEAST CORNER OF
 LG0846'THE SCHOOL GROUNDS OF DISTRICT NO. 14.  STATION IS 80 FEET
 LG0846'NORTHEAST OF THE NORTHEAST CORNER OF SCHOOLHOUSE, 50 FEET WEST OF
 LG0846'THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 19 FEET SOUTHWEST OF
 LG0846'FENCE CORNER AND 14 FEET NORTHWEST OF WITNESS POST.  THE MARK IS
 LG0846'FLUSH WITH THE GROUND AND THE DISK IS STAMPED ALEXANDERIA 1950.
 LG0846'
 LG0846'REFERENCE MARK NO. 1 IS 38 FEET WEST OF THE APPROXIMATE
 LG0846'CENTERLINE OF ROAD, 30 FEET NORTH OF POWER POLE AND 1 FOOT WEST
 LG0846'OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 LG0846'STAMPED ALEXANDERIA NO 1 1950.
 LG0846'
 LG0846'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 LG0846'ABOUT 3 INCHES AND THE DISK IS STAMPED ALEXANDERIA NO 2 1950.
 LG0846'
 LG0846'AZIMUTH MARK IS 47 FEET SOUTHEAST OF THE APPROXIMATE INTERSECTION
 LG0846'OF CROSSROADS, 6 FEET SOUTH OF FENCE CORNER AND 5 FEET SOUTH OF
 LG0846'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 LG0846'STAMPED ALEXANDERIA 1950.
 LG0846'
 LG0846'TO REACH FROM THE POST OFFICE IN BRUNING GO EAST ON GRAVEL
 LG0846'STREET FOR 0.45 MILE TO CROSSROADS.  TURN RIGHT AND GO SOUTH
 LG0846'ON GRAVEL ROAD FOR 1.0 MILE TO JUNCTION WITH STATE HIGHWAY 4.
 LG0846'TURN LEFT AND GO EAST ON STATE HIGHWAY 4 FOR 7.0 MILES TO
 LG0846'CROSSROADS.  TURN RIGHT AND GO SOUTH FOR 2.0 MILES TO CROSSROADS AND
 LG0846'AZIMUTH ON LEFT AS DESCRIBED.  CONTINUE SOUTH FOR 0.3 MILE TO
 LG0846'SCHOOLHOUSE AND STATION ON RIGHT OR WEST SIDE OF ROAD AS
 LG0846'DESCRIBED.
 LG0846'
 LG0846'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0846
 LG0846                          STATION RECOVERY (1970)
 LG0846
 LG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0846'THE STATION MARK WAS FOUND OUT OF POSITION.  THE OLD SCHOOL
 LG0846'MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN REMOVED AND THE
 LG0846'STATION SITE IS NOW IN CULTIVATION.  REFERENCE MARK NO. 2
 LG0846'HAS BEEN DESTROYED.  THE UNDERGROUND STATION MARK, REFERENCE MARK
 LG0846'NO. 1, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 LG0846'CONDITION.  THE DIRECTION BETWEEN THE AZIMUTH MARK AND THE
 LG0846'DAYKIN WATER TANK WAS VERIFIED.  THE DISTANCE TO REFERENCE MARK
 LG0846'NO. 1 WAS VERIFIED BUT THE DIRECTION FAILED TO CHECK BY 2
 LG0846'MINUTES 30 SECONDS.
 LG0846'
 LG0846'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 LG0846'MARK AND REFERENCE MARK NO. 3 WAS SET.
 LG0846'
 LG0846'FOLLOWING IS A NEW DESCRIPTION.
 LG0846'
 LG0846'TO REACH THE STATION FROM THE POST OFFICE IN BRUNING, GO EAST ON
 LG0846'A GRAVELED ROAD FOR 0.45 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 LG0846'SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO THE JUNCTION OF STATE
 LG0846'HIGHWAY 4.  TURN LEFT AND GO EAST ON STATE HIGHWAY 4 FOR 7.0
 LG0846'MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD
 LG0846'FOR 2.0 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 LG0846'SOUTHEAST ANGLE.  CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.3 MILE
 LG0846'TO A FIELD ENTRANCE AND THE STATION ON THE RIGHT.
 LG0846'
 LG0846'STATION MARK, A STANDARD DISK STAMPED ALEXANDERIA 1950 1970,
 LG0846'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 14 INCHES
 LG0846'BELOW THE SURFACE OF THE GROUND.  IT IS 105 FEET NORTH-NORTHWEST
 LG0846'OF THE CENTER OF THE FIELD ENTRANCE, 50 FEET WEST OF THE CENTER
 LG0846'OF A GRAVELED ROAD, AND 37 FEET NORTHWEST OF A TELEPHONE POLE.
 LG0846'THE UNDERGROUND MARK, A STANDARD DISK STAMPED ALEXANDERIA 1950,
 LG0846'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 36 INCHES
 LG0846'BELOW THE SURFACE OF THE GROUND.
 LG0846'
 LG0846'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALEXANDERIA NO. 1
 LG0846'1950, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LG0846'4 INCHES.  IT IS 38 FEET WEST OF THE CENTER OF THE ROAD AND 25
 LG0846'FEET NORTH OF THE CENTER OF THE FIELD ENTRANCE.
 LG0846'
 LG0846'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ALEXANDERIA 1950
 LG0846'NO. 3 1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LG0846'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 69.5 FEET NORTH
 LG0846'OF THE TELEPHONE POLE, 32.5 FEET WEST OF THE CENTER OF THE ROAD,
 LG0846'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LG0846'
 LG0846'AZIMUTH MARK, A STANDARD DISK STAMPED ALEXANDERIA 1950, IS SET
 LG0846'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LG0846'IT IS 47 FEET SOUTHEAST OF THE CENTER OF INTERSECTION, 29 FEET EAST
 LG0846'OF THE CENTER OF THE NORTH-SOUTH ROAD, 6 FEET SOUTH OF A CORNER
 LG0846'FENCE POST, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LG0846'
 LG0846'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 8 MILES ESE
 LG0846'OF BRUNING.
 LG0846
 LG0846                          STATION RECOVERY (1970)
 LG0846
 LG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LG0846'RECOVERED IN GOOD CONDITION.
 LG0846
 LG0846                          STATION RECOVERY (1984)
 LG0846
 LG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0846'THE RECESSED SURFACE MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 LG0846'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND TILTED OUT
 LG0846'OF POSITION AND IN THE WAY OF CULTIVATION.  REFERENCE MARK 4 WAS SET
 LG0846'AND REFERENCE MARK 1 WAS REMOVED FROM THE FIELD.  THE DISTANCE TO
 LG0846'REFERENCE MARK 3 WAS 0.009 M (0.030 FT) LONGER THAN 1970 DATA AND THE
 LG0846'DIRECTION WAS 2 MINUTES, 49 SECONDS LARGER.  A CHECK ANGLE TO A
 LG0846'DISTANT LANDMARK WAS OBTAINED.
 LG0846'A NEW DESCRIPTION FOLLOWS.
 LG0846'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) EAST-SOUTHEAST FROM
 LG0846'BRUNING, 11.3 KM (7.0 MI) WEST-SOUTHWEST FROM DAYKIN, 5.2 KM
 LG0846'(3.2 MI) NORTHWEST FROM ALEXANDRIA AND ON PROPERTY OWNED BY KIM
 LG0846'SCHOENHOLZ, RFD 1, BRUNING, NEBRASKA 68322.  TELEPHONE 402 353 3575.
 LG0846'TO REACH FROM THE FARMERS CO-OP GRAIN ELEVATOR AND A RAILROAD CROSSING
 LG0846'IN DAYKIN, GO WEST ON STATE HIGHWAY 4 FOR 7.89 KM (4.90 MI) TO STATE
 LG0846'HIGHWAY 53.  CONTINUE WEST ON HIGHWAY 4 FOR 3.22 KM (2.00 MI) TO A
 LG0846'GRAVELED CROSSROAD.  TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR
 LG0846'3.22 KM (2.00 MI) TO A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT, IN
 LG0846'THE SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE SOUTH FOR 0.48 KM
 LG0846'(0.30 MI) TO A FIELD ENTRANCE AND THE STATION ON THE RIGHT.
 LG0846'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS RECESSED
 LG0846'0.36 M (1.18 FT) BELOW THE GROUND SURFACE.  IT IS 32.0 M (105.0 FT)
 LG0846'NORTH-NORTHEAST FROM THE CENTERLINE OF THE FIELD ENTRANCE, 15.2 M
 LG0846'(49.9 FT) WEST FROM THE CENTERLINE OF THE ROAD, 12.58 M (41.27 FT)
 LG0846'SOUTHWEST FROM A WITNESS POST AND 8.70 M (28.54 FT) NORTHWEST FROM A
 LG0846'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0839 ***********************************************************************
 LG0839  DESIGNATION -  ALEXANDRIA MUNICIPAL TANK
 LG0839  PID         -  LG0839
 LG0839  STATE/COUNTY-  NE/THAYER
 LG0839  USGS QUAD   -  ALEXANDRIA (1980)
 LG0839
 LG0839                         *CURRENT SURVEY CONTROL
 LG0839  ___________________________________________________________________
 LG0839* NAD 83(1995)-  40 14 57.23167(N)    097 23 28.70875(W)     ADJUSTED  
 LG0839* NAVD 88     -                                                        
 LG0839  ___________________________________________________________________
 LG0839  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 LG0839  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 LG0839
 LG0839  HORZ ORDER  -  THIRD
 LG0839
 LG0839.The horizontal coordinates were established by classical geodetic methods
 LG0839.and adjusted by the National Geodetic Survey in August 1997..
 LG0839
 LG0839
 LG0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0839
 LG0839.The geoid height was determined by GEOID03.
 LG0839
 LG0839;                    North         East     Units Scale Factor Converg.
 LG0839;SPC NE       -    49,526.513   721,897.647   MT  0.99989663   +1 43 43.6
 LG0839;UTM  14      - 4,456,661.218   636,819.936   MT  0.99983044   +1 02 22.4
 LG0839
 LG0839                          SUPERSEDED SURVEY CONTROL
 LG0839
 LG0839  NAD 83(1986)-  40 14 57.23792(N)    097 23 28.70852(W) AD(       ) 4
 LG0839  NAD 27      -  40 14 57.24100(N)    097 23 27.57000(W) AD(       ) 3
 LG0839
 LG0839.Superseded values are not recommended for survey control.
 LG0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0839.See file dsdata.txt to determine how the superseded data were derived.
 LG0839
 LG0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3682056661(NAD 83)
 LG0839_MARKER: 53 = ELEVATED TANK
 LG0839
 LG0839  HISTORY     - Date     Condition        Report By
 LG0839  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0839  HISTORY     - 20050713 GOOD             USPSQD
 LG0839
 LG0839                          STATION DESCRIPTION
 LG0839
 LG0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0839'THIS STATION IS LOCATED 4 BLOCKS NORTH AND 1 BLOCK WEST OF THE
 LG0839'POST OFFICE IN ALEXANDRIA.  IT IS A 4 LEGGED STEEL STRUCTURE,
 LG0839'30 FEET SQUARE AT THE BASE, ABOUT 70 FEET HIGH, AND IS SILVER IN
 LG0839'COLOR.  THE NAME ALEXANDRIA IS PAINTED ON THE SIDE OF THE TANK
 LG0839'AND THERE IS A LIGHT ON THE TOP.
 LG0839'
 LG0839'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 LG0839
 LG0839                          STATION RECOVERY (2005)
 LG0839
 LG0839'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0839'STATION FOUND GOOD. TANK IS WEST OF AMANDA STREET AND ONE BLOCK NORTH
 LG0839'OF 6TH STREET. IT IS A CONICAL SHAPED TANK IN THE NORTHWEST CORNER OF
 LG0839'THE INTERSECTION OF AMANDA AND 7TH STREET EXTENDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0724 ***********************************************************************
 NP0724  DESIGNATION -  ALICE
 NP0724  PID         -  NP0724
 NP0724  STATE/COUNTY-  NE/SIOUX
 NP0724  USGS QUAD   -  UNIVERSITY LAKE SE (1983)
 NP0724
 NP0724                         *CURRENT SURVEY CONTROL
 NP0724  ___________________________________________________________________
 NP0724* NAD 83(1995)-  42 01 01.24269(N)    103 34 56.59753(W)     ADJUSTED  
 NP0724* NAVD 88     -      1373.     (meters)    4505.     (feet)  SCALED    
 NP0724  ___________________________________________________________________
 NP0724  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 NP0724  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 NP0724
 NP0724  HORZ ORDER  -  FIRST
 NP0724
 NP0724.The horizontal coordinates were established by classical geodetic methods
 NP0724.and adjusted by the National Geodetic Survey in August 1997..
 NP0724
 NP0724.The orthometric height was scaled from a topographic map.
 NP0724
 NP0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0724
 NP0724.The geoid height was determined by GEOID03.
 NP0724
 NP0724;                    North         East     Units Scale Factor Converg.
 NP0724;SPC NE       -   248,591.607   203,449.860   MT  0.99969833   -2 22 26.5
 NP0724;UTM  13      - 4,652,637.054   617,373.230   MT  0.99976952   +0 56 56.4
 NP0724
 NP0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0724!SPC NE       -   0.99978768  x   0.99969833  =   0.99948607
 NP0724!UTM  13      -   0.99978768  x   0.99976952  =   0.99955725
 NP0724
 NP0724|---------------------------------------------------------------------|
 NP0724| PID    Reference Object                     Distance      Geod. Az  |
 NP0724|                                                           dddmmss.s |
 NP0724| CP9473 ALICE RM 1                           11.770 METERS 25611     |
 NP0724| CP9472 ALICE AZ MK                                        3461655.0 |
 NP0724| CP9474 ALICE RM 2                           25.530 METERS 35305     |
 NP0724|---------------------------------------------------------------------|
 NP0724
 NP0724                          SUPERSEDED SURVEY CONTROL
 NP0724
 NP0724  NAD 83(1995)-  42 01 01.24258(N)    103 34 56.59777(W) AD(       ) 1
 NP0724  NAD 83(1986)-  42 01 01.23780(N)    103 34 56.60129(W) AD(       ) 1
 NP0724  NAD 27      -  42 01 01.36800(N)    103 34 54.81200(W) AD(       ) 1
 NP0724
 NP0724.Superseded values are not recommended for survey control.
 NP0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0724.See file dsdata.txt to determine how the superseded data were derived.
 NP0724
 NP0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1737352637(NAD 83)
 NP0724_MARKER: DS = TRIANGULATION STATION DISK
 NP0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0724
 NP0724  HISTORY     - Date     Condition        Report By
 NP0724  HISTORY     - 1934     MONUMENTED       CGS
 NP0724
 NP0724                          STATION DESCRIPTION
 NP0724
 NP0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0724'STATION IS 11 MILES, AIRLINE, NNE OF SCOTTSBLUFF ON A HIGH,
 NP0724'GRAVELLY KNOLL, IN PASTURE LAND AT THE S END OF THE DIVIDE W OF
 NP0724'WINTER CREEK.
 NP0724'
 NP0724'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0724'BRONZE DISKS SET IN CONCRETE.
 NP0724'
 NP0724'REFERENCE MARK NO. 1 IS WSW AND NO. 2, NNW OF THE STATION.
 NP0724'
 NP0724'AZIMUTH MARK IS NNW OF THE STATION ON A SMALL, GRAVELLY KNOLL,
 NP0724'SLIGHTLY LOWER THAN THE STATION, AND ON THE SAME RIDGE.
 NP0724'
 NP0724'THE STATION MAY BE REACHED FROM THE INTERSECTION OF BROADWAY
 NP0724'AND E OVERLAND STREETS IN SCOTTSBLUFF BY GOING E ON U.S. ROUTE
 NP0724'26 FOR 1.4 MILES.  LEAVE U.S. HIGHWAY NO. 26 AND GO N ON A
 NP0724'GRADED, GRAVELED ROAD FOR 10.8 MILES.  (THIS ROAD IS W OF THE
 NP0724'SUGAR MILL.) AT T-INTERSECTION TURN E ON SECTION-LINE ROAD
 NP0724'FOR 1.0 MILE.  (THERE IS A BOARD GATE JUST N OF THIS
 NP0724'T-INTERSECTION.) TURN N ON SAND ROAD AND GO 1.0 MILE.  LEAVE THE
 NP0724'MAIN ROAD, PASS THROUGH WIRE GATE TO N (WINDMILL VISIBLE TO
 NP0724'THE N AND ONE 30 YARDS TO THE NW) AND FOLLOW TRACKS N 0.1 MILE.
 NP0724'LEAVE TRAIL AND GO E ACROSS COUNTRY TO DRAW, 1.0 MILE.
 NP0724'PASS 50 YARDS N OF PUMP AND CONTINUE E 0.1 MILE.  TURN LEFT
 NP0724'UP GRASSY SLOPE TO TOP OF DIVIDE, AND THENCE ALONG
 NP0724'DIVIDE, HEADING GULLIES, IN A GENERAL EASTERLY DIRECTION FOR 1.1
 NP0724'MILES.  TURN S ALONG DIVIDE AND GO 0.4 MILE TO HIGH KNOLL AT
 NP0724'S END OF DIVIDE AND STATION.
 NP0724'
 NP0724'A 4 FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1737 ***********************************************************************
 NM1737  DESIGNATION -  ALLEN
 NM1737  PID         -  NM1737
 NM1737  STATE/COUNTY-  NE/DIXON
 NM1737  USGS QUAD   -  WAKEFIELD (1967)
 NM1737
 NM1737                         *CURRENT SURVEY CONTROL
 NM1737  ___________________________________________________________________
 NM1737* NAD 83(1995)-  42 21 04.72702(N)    096 50 57.76556(W)     ADJUSTED  
 NM1737* NAVD 88     -       484.     (meters)    1588.     (feet)  SCALED    
 NM1737  ___________________________________________________________________
 NM1737  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 NM1737  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 NM1737
 NM1737  HORZ ORDER  -  FIRST
 NM1737
 NM1737.The horizontal coordinates were established by classical geodetic methods
 NM1737.and adjusted by the National Geodetic Survey in August 1997..
 NM1737
 NM1737.The orthometric height was scaled from a topographic map.
 NM1737
 NM1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1737
 NM1737.The geoid height was determined by GEOID03.
 NM1737
 NM1737;                    North         East     Units Scale Factor Converg.
 NM1737;SPC NE       -   284,298.316   759,472.828   MT  0.99976751   +2 05 16.5
 NM1737;UTM  14      - 4,691,023.378   677,130.169   MT  0.99998605   +1 26 57.1
 NM1737
 NM1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1737!SPC NE       -   0.99992799  x   0.99976751  =   0.99969552
 NM1737!UTM  14      -   0.99992799  x   0.99998605  =   0.99991404
 NM1737
 NM1737:                Primary Azimuth Mark                     Grid Az
 NM1737:SPC NE       -  ALLEN TANK                               000 00 33.8
 NM1737:UTM  14      -  ALLEN TANK                               000 38 53.2
 NM1737
 NM1737|---------------------------------------------------------------------|
 NM1737| PID    Reference Object                     Distance      Geod. Az  |
 NM1737|                                                           dddmmss.s |
 NM1737| NM1735 ALLEN TANK                          APPROX. 7.3 KM 0020550.3 |
 NM1737| CO2073 ALLEN AZ MK                                        0920634.5 |
 NM1737| CO2074 ALLEN RM 1                                         09937     |
 NM1737| CO2075 ALLEN RM 2                                         26031     |
 NM1737|---------------------------------------------------------------------|
 NM1737
 NM1737                          SUPERSEDED SURVEY CONTROL
 NM1737
 NM1737  NAD 83(1986)-  42 21 04.73312(N)    096 50 57.76234(W) AD(       ) 1
 NM1737  NAD 27      -  42 21 04.73600(N)    096 50 56.61700(W) AD(       ) 1
 NM1737
 NM1737.Superseded values are not recommended for survey control.
 NM1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1737.See file dsdata.txt to determine how the superseded data were derived.
 NM1737
 NM1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM7713091023(NAD 83)
 NM1737_MARKER: DS = TRIANGULATION STATION DISK
 NM1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1737
 NM1737  HISTORY     - Date     Condition        Report By
 NM1737  HISTORY     - 1940     MONUMENTED       CGS
 NM1737  HISTORY     - 1951     GOOD             NEDR
 NM1737  HISTORY     - 1966     MARK NOT FOUND   USGS
 NM1737
 NM1737                          STATION DESCRIPTION
 NM1737
 NM1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1737'STATION ALLEN IS 4 MILES SOUTH OF ALLEN, 0.3 MILE WEST AND 0.1
 NM1737'MILE NORTH OF THE SOUTHEAST CORNER OF SEC. 33, T. 28 N., R. 5
 NM1737'E. IN AN OPEN FIELD ON THE PROPERTY OF F.A. LUNDIN.
 NM1737'
 NM1737'TO REACH FROM THE TOWN OF ALLEN GO SOUTH ON STATE HIGHWAY
 NM1737'9 FOR 4.2 MILES TO POINT WHERE THE HIGHWAY MAKES ITS FIRST
 NM1737'TURN TO THE WEST.  AZIMUTH MARK IS 200 FEET EAST ON SIDE
 NM1737'ROAD.  TURN RIGHT ON HIGHWAY AND GO 0.35 MILE TO STATION ON
 NM1737'NORTH SIDE OF ROAD.
 NM1737'
 NM1737'STATION MARK IS ON THE SOUTH SIDE OF A CULTIVATED FIELD,
 NM1737'ON THE HIGH POINT OF A LOW MEANDERING RIDGE, 13-1/2 FEET
 NM1737'NORTH OF AN EAST-WEST FENCE LINE, 13 FEET NORTH OF WHITE
 NM1737'REFERENCE POST, 45 FEET NORTH OF CENTERLINE OF STATE HIGHWAY
 NM1737'9, IS STAMPED ALLEN 1940 AND IS SET 16 INCHES UNDERGROUND.
 NM1737'SUB-SURFACE MARK IS 40 INCHES UNDERGROUND.
 NM1737'
 NM1737'REFERENCE MARK NO. 1 IS 18 INCHES NORTH OF EAST-WEST RIGHT-OF-WAY
 NM1737'FENCE, 33 FEET NORTH OF CENTERLINE OF STATE HIGHWAY 9, IS STAMPED
 NM1737'ALLEN NO. 1 1940, AND PROJECTS 3 INCHES.
 NM1737'
 NM1737'REFERENCE MARK NO. 2 IS 6 INCHES NORTH OF EAST-WEST RIGHT-OF-WAY
 NM1737'FENCE, 32 FEET NORTH OF CENTERLINE OF STATE HIGHWAY 9, IS
 NM1737'STAMPED ALLEN NO. 2 1940, AND PROJECTS 6 INCHES.
 NM1737'
 NM1737'AZIMUTH MARK IS 0.35 MILE EAST OF STATION ON NORTH EDGE OF
 NM1737'HAY FIELD, 200 FEET EAST OF RIGHT ANGLE TURN IN STATE HIGHWAY
 NM1737'9, 33 FEET SOUTH OF CENTERLINE OF SIDE ROAD, 4.5 FEET WEST OF
 NM1737'WHITE REFERENCE POST, 9 INCHES SOUTH OF RIGHT-OF-WAY FENCE,
 NM1737'IS STAMPED ALLEN 1940, AND PROJECTS 6 INCHES.
 NM1737'
 NM1737'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NM1737'AS DESCRIBED.
 NM1737'
 NM1737'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NM1737
 NM1737                          STATION RECOVERY (1951)
 NM1737
 NM1737'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1951 (HTB)
 NM1737'REFERENCE MARKS NO. 1 AND NO. 2 WERE DESTROYED DUE TO HIGHWAY
 NM1737'CONSTRUCTION.
 NM1737'
 NM1737'REFERENCE MARK DISKS STAMPED ALLEN NO 1 1940 AND ALLEN NO 2 1940
 NM1737'RESPECTIVELY RECEIVED AT THIS OFFICE 11/8/51.
 NM1737
 NM1737                          STATION RECOVERY (1966)
 NM1737
 NM1737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM1737'STATION MARK, R.M. 1 AND R.M. 2 WERE SEARCHED FOR, BUT WERE NOT
 NM1737'FOUND.  BELIEVED TO BE DESTROYED DUE TO HIGHWAY CONSTRUCTION.
 NM1737'
 NM1737'REVISED DESCRIPTION--CORNER OF SECTION 33, T. 28 N., R. 5 E.,
 NM1737'IN OPEN FIELD ON PROPERTY OF F.A. LUNDIN.  STATION MARK IS
 NM1737'ON S SIDE OF CULTIVATED FIELD, ON HIGH POINT OF LOW MEANDERING
 NM1737'RIDGE 13.5 FT. N OF E-W FENCE LINE, 13 FT. N OF WHITE REFERENCE
 NM1737'POST, 45 FT. N OF CENTER OF STATE HIGHWAY 9, IS STAMPED
 NM1737'ALLEN 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1735 ***********************************************************************
 NM1735  DESIGNATION -  ALLEN TANK
 NM1735  PID         -  NM1735
 NM1735  STATE/COUNTY-  NE/DIXON
 NM1735  USGS QUAD   -  ALLEN (1967)
 NM1735
 NM1735                         *CURRENT SURVEY CONTROL
 NM1735  ___________________________________________________________________
 NM1735* NAD 83(1995)-  42 24 59.75764(N)    096 50 46.14966(W)     ADJUSTED  
 NM1735* NAVD 88     -                                                        
 NM1735  ___________________________________________________________________
 NM1735  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 NM1735  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 NM1735
 NM1735  HORZ ORDER  -  THIRD
 NM1735
 NM1735.The horizontal coordinates were established by classical geodetic methods
 NM1735.and adjusted by the National Geodetic Survey in August 1997..
 NM1735
 NM1735
 NM1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1735
 NM1735.The geoid height was determined by GEOID03.
 NM1735
 NM1735;                    North         East     Units Scale Factor Converg.
 NM1735;SPC NE       -   291,553.607   759,474.020   MT  0.99978502   +2 05 24.2
 NM1735;UTM  14      - 4,698,279.731   677,212.139   MT  0.99998640   +1 27 11.5
 NM1735
 NM1735                          SUPERSEDED SURVEY CONTROL
 NM1735
 NM1735  NAD 83(1986)-  42 24 59.76294(N)    096 50 46.14581(W) AD(       ) 4
 NM1735  NAD 27      -  42 24 59.76600(N)    096 50 45.00400(W) AD(       ) 3
 NM1735
 NM1735.Superseded values are not recommended for survey control.
 NM1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1735.See file dsdata.txt to determine how the superseded data were derived.
 NM1735
 NM1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM7721298280(NAD 83)
 NM1735_MARKER: 53 = ELEVATED TANK
 NM1735
 NM1735  HISTORY     - Date     Condition        Report By
 NM1735  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1735  HISTORY     - 1940     GOOD             CGS
 NM1735
 NM1735                          STATION DESCRIPTION
 NM1735
 NM1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1735'POINT OBSERVED UPON IS THE FINIAL ATOP OF A LARGE BLACK WATER
 NM1735'TANK IN ALLEN, NEBRASKA.  PROBABLY MUNICIPAL WATER SUPPLY.  TOWN
 NM1735'WAS OFF SCHEME AND WAS NOT VISITED.  ONLY TANK IN VICINITY.
 NM1735'
 NM1735'OBSERVED FROM STATIONS THUN, GUINN, AXEL, BODEN AND RASMUSSEN.
 NM1735
 NM1735                          STATION RECOVERY (1940)
 NM1735
 NM1735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1735'STATION IS LOCATED IN THE WEST PART OF THE TOWN OF ALLEN, NEBRASKA
 NM1735'IT IS BOUNDED ON THE NORTH BY FIRST STREET, ON THE EAST BY
 NM1735'GROVE STREET, ON THE SOUTH BY SECOND STREET, AND ON THE WEST BY
 NM1735'CLARK STREET.
 NM1735'
 NM1735'THE TANK PROPER IS PAINTED SILVER AND IS SUPPORTED BY FOUR
 NM1735'STEEL TRUSSWORK LEGS THAT ARE PAINTED BLACK.  THE FEEDPIPE
 NM1735'IS SQUARE AND IS PAINTED SILVER.  THERE IS A LARGE BLACK BELL
 NM1735'ON THE SOUTHEAST LEG.
 NM1735'
 NM1735'THE TANK IS APPROXIMATELY 130 FEET HIGH, HAS A LIGHT JUST ABOVE
 NM1735'A BALL AT ITS APEX AND HAS THE LETTERS ALLEN IN BLACK LETTERS
 NM1735'ON ITS EAST AND WEST SIDES.
 NM1735'
 NM1735'THE EXACT DATE WHEN IT WAS BUILT COULD NOT BE DETERMINED BUT
 NM1735'IT IS BELIEVED TO HAVE BEEN BUILT IN 1907.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0648 ***********************************************************************
 NP0648  DESIGNATION -  ALLIANCE
 NP0648  PID         -  NP0648
 NP0648  STATE/COUNTY-  NE/BOX BUTTE
 NP0648  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0648
 NP0648                         *CURRENT SURVEY CONTROL
 NP0648  ___________________________________________________________________
 NP0648* NAD 83(1995)-  42 07 21.73719(N)    102 51 29.14747(W)     ADJUSTED  
 NP0648* NAVD 88     -      1203.     (meters)    3947.     (feet)  SCALED    
 NP0648  ___________________________________________________________________
 NP0648  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 NP0648  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 NP0648
 NP0648  HORZ ORDER  -  SECOND
 NP0648
 NP0648.The horizontal coordinates were established by classical geodetic methods
 NP0648.and adjusted by the National Geodetic Survey in August 1997..
 NP0648
 NP0648.The orthometric height was scaled from a topographic map.
 NP0648
 NP0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0648
 NP0648.The geoid height was determined by GEOID03.
 NP0648
 NP0648;                    North         East     Units Scale Factor Converg.
 NP0648;SPC NE       -   258,088.283   263,770.027   MT  0.99971650   -1 53 38.6
 NP0648;UTM  13      - 4,665,620.345   677,050.365   MT  0.99998572   +1 26 13.2
 NP0648
 NP0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0648!SPC NE       -   0.99981434  x   0.99971650  =   0.99953090
 NP0648!UTM  13      -   0.99981434  x   0.99998572  =   0.99980007
 NP0648
 NP0648|---------------------------------------------------------------------|
 NP0648| PID    Reference Object                     Distance      Geod. Az  |
 NP0648|                                                           dddmmss.s |
 NP0648| CP9489 ALLIANCE RM 1                        11.998 METERS 17714     |
 NP0648| CP9488 ALLIANCE AZ MK                                     1811427.9 |
 NP0648| CP9490 ALLIANCE RM 2                        21.108 METERS 26828     |
 NP0648|---------------------------------------------------------------------|
 NP0648
 NP0648                          SUPERSEDED SURVEY CONTROL
 NP0648
 NP0648  NAD 83(1995)-  42 07 21.73680(N)    102 51 29.14752(W) AD(       ) 2
 NP0648  NAD 83(1986)-  42 07 21.73394(N)    102 51 29.14543(W) AD(       ) 2
 NP0648  NAD 27      -  42 07 21.85500(N)    102 51 27.43200(W) AD(       ) 2
 NP0648
 NP0648.Superseded values are not recommended for survey control.
 NP0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0648.See file dsdata.txt to determine how the superseded data were derived.
 NP0648
 NP0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7705065620(NAD 83)
 NP0648_MARKER: DB = BENCH MARK DISK
 NP0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0648
 NP0648  HISTORY     - Date     Condition        Report By
 NP0648  HISTORY     - 1946     MONUMENTED       USGS
 NP0648
 NP0648                          STATION DESCRIPTION
 NP0648
 NP0648'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0648'STATION IS LOCATED ABOUT 1-3/4 MILES NNE OF THE CENTER OF THE CITY
 NP0648'OF ALLIANCE, NEBRASKA AND 9 MILES SE OF BEREA, NEBRASKA ON THE
 NP0648'SUMMIT OF A SMALL HILL WHICH IS .25 MILES SOUTH OF CALVARY
 NP0648'CEMETERY.  THE MARK, STAMPED ALLIANCE 1946 IS A USGS BENCH MARK
 NP0648'DISK SET IN THE TOP OF A 7 X 7-INCH CONCRETE POST THAT PROJECTS
 NP0648'ABOUT 3 INCHES, AND IS 35 FEET EAST OF THE CENTERLINE OF ST.
 NP0648'HIGHWAY NO. 19, 40 FEET NORTH OF A TELEPHONE POLE AND 6 INCHES
 NP0648'EAST OF A WIRE FENCE.
 NP0648'
 NP0648'REFERENCE MARK NO. 1, STAMPED ALLIANCE NO 1 USGS 1946, IS A
 NP0648'STANDARD DISK SET IN A 12 X 12-INCH CONCRETE POST THAT IS FLUSH
 NP0648'WITH THE GROUND AND IS 1 FOOT SOUTHEAST OF A TELEPHONE POLE.  THE
 NP0648'MARK IS 8 INCHES EAST OF A WIRE FENCE AND 35 FEET EAST OF THE
 NP0648'CENTER LINE OF ST. HIGHWAY NO. 19.
 NP0648'
 NP0648'REFERENCE MARK NO. 2, STAMPED ALLIANCE NO 2 USGS 1946, IS A
 NP0648'STANDARD DISK SET IN A 12 X 12-INCH CONCRETE POST THAT IS FLUSH
 NP0648'WITH THE GROUND AND 35 FEET WEST OF THE CENTER LINE OF STATE
 NP0648'HIGHWAY NO. 19.
 NP0648'
 NP0648'THE AZIMUTH MARK, STAMPED ALLIANCE USGS 1946 IS A STANDARD DISK
 NP0648'SET FLUSH IN THE TOP OF A CONCRETE CULVERT AT THE INTERSECTION
 NP0648'OF A DIRT ROAD AND STATE HIGHWAY NO. 19.  IT IS 24 FEET WEST
 NP0648'OF THE CENTER LINE OF THE STATE HIGHWAY AND 6 INCHES WEST OF
 NP0648'A 3 FOOT (HIGH) CONCRETE POST.
 NP0648'
 NP0648'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 2
 NP0648'AND NO 19 AT THE EAST EDGE OF THE CITY OF ALLIANCE.  GO NORTH ON
 NP0648'STATE HIGHWAY NO. 19 FOR 1.5 MILES TO A CROSSROAD.* CONTINUE
 NP0648'NORTH FOR 0.35 MILE TO SUMMIT OF A SMALL HILL AND THE STATION ON
 NP0648'RIGHT NEAR A TELEPHONE POLE.
 NP0648'
 NP0648'*AZIMUTH MARK IN CULVERT AT INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0646 ***********************************************************************
 NP0646  DESIGNATION -  ALLIANCE ARMY AIR BASE SPIPE
 NP0646  PID         -  NP0646
 NP0646  STATE/COUNTY-  NE/BOX BUTTE
 NP0646  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0646
 NP0646                         *CURRENT SURVEY CONTROL
 NP0646  ___________________________________________________________________
 NP0646* NAD 83(1995)-  42 04 19.12946(N)    102 48 28.47911(W)     ADJUSTED  
 NP0646* NAVD 88     -                                                        
 NP0646  ___________________________________________________________________
 NP0646  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 NP0646  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 NP0646
 NP0646  HORZ ORDER  -  THIRD
 NP0646
 NP0646.The horizontal coordinates were established by classical geodetic methods
 NP0646.and adjusted by the National Geodetic Survey in August 1997..
 NP0646
 NP0646
 NP0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0646
 NP0646.The geoid height was determined by GEOID03.
 NP0646
 NP0646;                    North         East     Units Scale Factor Converg.
 NP0646;SPC NE       -   252,322.740   267,733.648   MT  0.99970735   -1 51 38.9
 NP0646;UTM  13      - 4,660,093.245   681,343.463   MT  1.00000466   +1 28 09.3
 NP0646
 NP0646                          SUPERSEDED SURVEY CONTROL
 NP0646
 NP0646  NAD 83(1995)-  42 04 19.12902(N)    102 48 28.47922(W) AD(       ) 4
 NP0646  NAD 83(1986)-  42 04 19.12569(N)    102 48 28.47766(W) AD(       ) 4
 NP0646  NAD 27      -  42 04 19.23600(N)    102 48 26.75100(W) AD(       ) 3
 NP0646
 NP0646.Superseded values are not recommended for survey control.
 NP0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0646.See file dsdata.txt to determine how the superseded data were derived.
 NP0646
 NP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8134360093(NAD 83)
 NP0646_MARKER: 52 = STANDPIPE TANK
 NP0646
 NP0646  HISTORY     - Date     Condition        Report By
 NP0646  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0646  HISTORY     - 1963     GOOD             CGS
 NP0646  HISTORY     - 1967     GOOD             LOCSUR
 NP0646
 NP0646                          STATION DESCRIPTION
 NP0646
 NP0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0646'LOCATED ABOUT 5 MILES SOUTHEAST OF ALLIANCE.  IT IS IN THE NORTH
 NP0646'AND CENTER SECTION OF THE BASE, 122 FEET SOUTH OF THE CENTER
 NP0646'LINE OF AVENUE F AND ABOUT 251 FEET WEST OF THE CENTER LINE
 NP0646'OF LOON LANE.  IT IS A STEEL CYLINDRICAL STRUCTURE PAINTED ORANGE
 NP0646'AND WHITE CHECKERBOARD, AND IS 45 FEET IN DIAMETER.  THIS IS
 NP0646'THE LARGEST STANDPIPE ON THE BASE.  IT IS 100 FEET HIGH WITH
 NP0646'A BEACON LIGHT ABOUT 8 FEET HIGHER ON THE EXTREME TOP CENTER.
 NP0646'
 NP0646'THE POINT OBSERVED UPON WAS THE BEACON LIGHT.
 NP0646
 NP0646                          STATION RECOVERY (1963)
 NP0646
 NP0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 NP0646'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NP0646'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 NP0646
 NP0646                          STATION RECOVERY (1967)
 NP0646
 NP0646'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (RHR)
 NP0646'RECOVERED BY AERO PARTY 87.
 NP0646'
 NP0646'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NP0646'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0647 ***********************************************************************
 NP0647  DESIGNATION -  ALLIANCE ARMY AIR BASE OBS TWR
 NP0647  PID         -  NP0647
 NP0647  STATE/COUNTY-  NE/BOX BUTTE
 NP0647  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0647
 NP0647                         *CURRENT SURVEY CONTROL
 NP0647  ___________________________________________________________________
 NP0647* NAD 83(1995)-  42 03 43.18689(N)    102 48 45.13676(W)     ADJUSTED  
 NP0647* NAVD 88     -                                                        
 NP0647  ___________________________________________________________________
 NP0647  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 NP0647  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 NP0647
 NP0647  HORZ ORDER  -  THIRD
 NP0647
 NP0647.The horizontal coordinates were established by classical geodetic methods
 NP0647.and adjusted by the National Geodetic Survey in August 1997..
 NP0647
 NP0647
 NP0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0647
 NP0647.The geoid height was determined by GEOID03.
 NP0647
 NP0647;                    North         East     Units Scale Factor Converg.
 NP0647;SPC NE       -   251,227.119   267,314.976   MT  0.99970564   -1 51 49.9
 NP0647;UTM  13      - 4,658,974.823   680,989.031   MT  1.00000308   +1 27 57.1
 NP0647
 NP0647                          SUPERSEDED SURVEY CONTROL
 NP0647
 NP0647  NAD 83(1995)-  42 03 43.18647(N)    102 48 45.13692(W) AD(       ) 4
 NP0647  NAD 83(1986)-  42 03 43.18314(N)    102 48 45.13534(W) AD(       ) 4
 NP0647  NAD 27      -  42 03 43.29300(N)    102 48 43.41000(W) AD(       ) 3
 NP0647
 NP0647.Superseded values are not recommended for survey control.
 NP0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0647.See file dsdata.txt to determine how the superseded data were derived.
 NP0647
 NP0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8098958975(NAD 83)
 NP0647_MARKER: 55 = TOWER
 NP0647
 NP0647  HISTORY     - Date     Condition        Report By
 NP0647  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0647
 NP0647                          STATION DESCRIPTION
 NP0647
 NP0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0647'LOCATED ABOUT 5 MILES SOUTHEAST OF ALLIANCE, IN THE SOUTHWEST
 NP0647'SECTION OF THE ARMY AIR BASE, 96 FEET SOUTH OF THE CENTER LINE
 NP0647'OF AVENUE A, 74 FEET NORTH OF THE NORTH EDGE OF THE RUNWAY AND
 NP0647'55 FEET WEST OF AN OFFICE BUILDING.  IT IS A 4-LEGGED WOODEN
 NP0647'STRUCTURE 60 FEET IN HEIGHTH AND 24 FEET SQUARE AT THE BASE.
 NP0647'THE OBSERVATION BRIDGE HAS A PALE GREEN GLASS ENCLOSURE ABOUT
 NP0647'20 FEET SQUARE.  A RADIO AERIAL EXTENDS ABOUT 8 FEET HIGHER
 NP0647'THAN THE CENTER OF THE TOP OF THE OBSERVATION BRIDGE.  THE
 NP0647'POINT OBSERVED UPON WAS THE BASE OF THE AERIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0645 ***********************************************************************
 NP0645  DESIGNATION -  ALLIANCE BURLINGTON RR PWR STK
 NP0645  PID         -  NP0645
 NP0645  STATE/COUNTY-  NE/BOX BUTTE
 NP0645  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0645
 NP0645                         *CURRENT SURVEY CONTROL
 NP0645  ___________________________________________________________________
 NP0645* NAD 83(1995)-  42 05 33.17175(N)    102 52 16.65531(W)     ADJUSTED  
 NP0645* NAVD 88     -                                                        
 NP0645  ___________________________________________________________________
 NP0645  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 NP0645  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 NP0645
 NP0645  HORZ ORDER  -  THIRD
 NP0645
 NP0645.The horizontal coordinates were established by classical geodetic methods
 NP0645.and adjusted by the National Geodetic Survey in August 1997..
 NP0645
 NP0645
 NP0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0645
 NP0645.The geoid height was determined by GEOID03.
 NP0645
 NP0645;                    North         East     Units Scale Factor Converg.
 NP0645;SPC NE       -   254,777.521   262,568.497   MT  0.99971096   -1 54 10.1
 NP0645;UTM  13      - 4,662,244.459   676,042.936   MT  0.99998135   +1 25 38.3
 NP0645
 NP0645                          SUPERSEDED SURVEY CONTROL
 NP0645
 NP0645  NAD 83(1995)-  42 05 33.17140(N)    102 52 16.65537(W) AD(       ) 4
 NP0645  NAD 83(1986)-  42 05 33.16807(N)    102 52 16.65370(W) AD(       ) 4
 NP0645  NAD 27      -  42 05 33.28300(N)    102 52 14.92600(W) AD(       ) 3
 NP0645
 NP0645.Superseded values are not recommended for survey control.
 NP0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0645.See file dsdata.txt to determine how the superseded data were derived.
 NP0645
 NP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7604362244(NAD 83)
 NP0645_MARKER: 63 = STACK
 NP0645
 NP0645  HISTORY     - Date     Condition        Report By
 NP0645  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0645
 NP0645                          STATION DESCRIPTION
 NP0645
 NP0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0645'LOCATED IN THE SOUTH SECTION OF THE CITY, 85 FEET NORTH OF
 NP0645'THE MOST NORTHERLY RAILROAD SIDE TRACKS, 54 FEET WEST OF THE
 NP0645'ROUND HOUSE AND 18.5 FEET EAST OF THE EAST SIDE OF A BRICK
 NP0645'BUILDING.  IT IS A CYLINDRICAL CONCRETE STRUCTURE ERECTED IN
 NP0645'1922.  THE DIAMETER AT THE BASE IS 13 FEET AND THE HEIGHT IS
 NP0645'212 FEET.  THIS IS THE HIGHEST STACK IN THE CITY.  POINT
 NP0645'OBSERVED UPON IS THE EXTREME TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0644 ***********************************************************************
 NP0644  DESIGNATION -  ALLIANCE CITY WAREHOUSE STACK
 NP0644  PID         -  NP0644
 NP0644  STATE/COUNTY-  NE/BOX BUTTE
 NP0644  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0644
 NP0644                         *CURRENT SURVEY CONTROL
 NP0644  ___________________________________________________________________
 NP0644* NAD 83(1995)-  42 05 42.18444(N)    102 52 28.01837(W)     ADJUSTED  
 NP0644* NAVD 88     -                                                        
 NP0644  ___________________________________________________________________
 NP0644  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 NP0644  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 NP0644
 NP0644  HORZ ORDER  -  THIRD
 NP0644
 NP0644.The horizontal coordinates were established by classical geodetic methods
 NP0644.and adjusted by the National Geodetic Survey in August 1997..
 NP0644
 NP0644
 NP0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0644
 NP0644.The geoid height was determined by GEOID03.
 NP0644
 NP0644;                    North         East     Units Scale Factor Converg.
 NP0644;SPC NE       -   255,064.040   262,316.826   MT  0.99971141   -1 54 17.6
 NP0644;UTM  13      - 4,662,515.947   675,774.974   MT  0.99998019   +1 25 30.9
 NP0644
 NP0644                          SUPERSEDED SURVEY CONTROL
 NP0644
 NP0644  NAD 83(1995)-  42 05 42.18409(N)    102 52 28.01843(W) AD(       ) 4
 NP0644  NAD 83(1986)-  42 05 42.18073(N)    102 52 28.01660(W) AD(       ) 4
 NP0644  NAD 27      -  42 05 42.29700(N)    102 52 26.28900(W) AD(       ) 3
 NP0644
 NP0644.Superseded values are not recommended for survey control.
 NP0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0644.See file dsdata.txt to determine how the superseded data were derived.
 NP0644
 NP0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7577562516(NAD 83)
 NP0644_MARKER: 63 = STACK
 NP0644
 NP0644  HISTORY     - Date     Condition        Report By
 NP0644  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0644
 NP0644                          STATION DESCRIPTION
 NP0644
 NP0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0644'LOCATED 106 FEET EAST OF THE CENTER LINE OF BIGHORN STREET,
 NP0644'10 FEET EAST OF THE EAST SIDE OF THE WAREHOUSE BUILDING, AND
 NP0644'35 FEET NORTH OF THE CENTER LINE OF THE RAILROAD SIDE TRACKS.
 NP0644'IT IS A CONCRETE CYLINDRICAL STRUCTURE WITH A DESIGNED CROWN
 NP0644'TOP.  THIS STACK IS NOT IN USE AND WILL PROBABLY BE TORN DOWN.
 NP0644'IT WAS ERECTED PRIOR TO 1920.  THE HEIGHT IS 110 FEET AND
 NP0644'THE BASE IS APPROXIMATELY 9.0 FEET IN DIAMETER.  POINT OBSERVED
 NP0644'UPON IS THE EXTREME TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0643 ***********************************************************************
 NP0643  DESIGNATION -  ALLIANCE HOLY ROSARY CH CROSS
 NP0643  PID         -  NP0643
 NP0643  STATE/COUNTY-  NE/BOX BUTTE
 NP0643  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0643
 NP0643                         *CURRENT SURVEY CONTROL
 NP0643  ___________________________________________________________________
 NP0643* NAD 83(1995)-  42 06 11.58529(N)    102 52 26.58702(W)     ADJUSTED  
 NP0643* NAVD 88     -                                                        
 NP0643  ___________________________________________________________________
 NP0643  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 NP0643  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 NP0643
 NP0643  HORZ ORDER  -  THIRD
 NP0643
 NP0643.The horizontal coordinates were established by classical geodetic methods
 NP0643.and adjusted by the National Geodetic Survey in August 1997..
 NP0643
 NP0643
 NP0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0643
 NP0643.The geoid height was determined by GEOID03.
 NP0643
 NP0643;                    North         East     Units Scale Factor Converg.
 NP0643;SPC NE       -   255,969.325   262,379.831   MT  0.99971289   -1 54 16.7
 NP0643;UTM  13      - 4,663,423.607   675,785.287   MT  0.99998023   +1 25 32.7
 NP0643
 NP0643                          SUPERSEDED SURVEY CONTROL
 NP0643
 NP0643  NAD 83(1995)-  42 06 11.58493(N)    102 52 26.58702(W) AD(       ) 4
 NP0643  NAD 83(1986)-  42 06 11.58157(N)    102 52 26.58510(W) AD(       ) 4
 NP0643  NAD 27      -  42 06 11.69900(N)    102 52 24.85900(W) AD(       ) 3
 NP0643
 NP0643.Superseded values are not recommended for survey control.
 NP0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0643.See file dsdata.txt to determine how the superseded data were derived.
 NP0643
 NP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7578563424(NAD 83)
 NP0643_MARKER: 91 = CHURCH CROSS
 NP0643
 NP0643  HISTORY     - Date     Condition        Report By
 NP0643  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0643
 NP0643                          STATION DESCRIPTION
 NP0643
 NP0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0643'LOCATED 37 FEET NORTH OF WEST 9TH STREET AND 78 FEET WEST OF
 NP0643'CHEYENNE AVENUE.  THIS CHURCH WAS ERECTED IN 1911.  THERE IS
 NP0643'AN OCTAGON-SHAPED CUPOLA COVERED WITH COPPER-COLORED METAL
 NP0643'WITH A CROSS IN THE CENTER OF THE TOP, ERECTED ON THE SOUTHEAST
 NP0643'CORNER TOP OF THE TAN BRICK BUILDING.  THE HEIGHT IS
 NP0643'APPROXIMATELY 60 FEET.
 NP0643'
 NP0643'THE POINT OBSERVED UPON WAS THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0650 ***********************************************************************
 NP0650  DESIGNATION -  ALLIANCE MUNICIPAL TANK
 NP0650  PID         -  NP0650
 NP0650  STATE/COUNTY-  NE/BOX BUTTE
 NP0650  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0650
 NP0650                         *CURRENT SURVEY CONTROL
 NP0650  ___________________________________________________________________
 NP0650* NAD 83(1995)-  42 06 23.96614(N)    102 52 37.97568(W)     ADJUSTED  
 NP0650* NAVD 88     -                                                        
 NP0650  ___________________________________________________________________
 NP0650  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 NP0650  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 NP0650
 NP0650  HORZ ORDER  -  THIRD
 NP0650
 NP0650.The horizontal coordinates were established by classical geodetic methods
 NP0650.and adjusted by the National Geodetic Survey in August 1997..
 NP0650
 NP0650
 NP0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0650
 NP0650.The geoid height was determined by GEOID03.
 NP0650
 NP0650;                    North         East     Units Scale Factor Converg.
 NP0650;SPC NE       -   256,359.705   262,131.082   MT  0.99971352   -1 54 24.2
 NP0650;UTM  13      - 4,663,798.977   675,514.206   MT  0.99997906   +1 25 25.4
 NP0650
 NP0650                          SUPERSEDED SURVEY CONTROL
 NP0650
 NP0650  NAD 83(1995)-  42 06 23.96578(N)    102 52 37.97568(W) AD(       ) 4
 NP0650  NAD 83(1986)-  42 06 23.96254(N)    102 52 37.97394(W) AD(       ) 4
 NP0650  NAD 27      -  42 06 24.07900(N)    102 52 36.24100(W) AD(       ) 3
 NP0650
 NP0650.Superseded values are not recommended for survey control.
 NP0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0650.See file dsdata.txt to determine how the superseded data were derived.
 NP0650
 NP0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7551463799(NAD 83)
 NP0650_MARKER: 53 = ELEVATED TANK
 NP0650
 NP0650  HISTORY     - Date     Condition        Report By
 NP0650  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0650  HISTORY     - 1967     GOOD             LOCSUR
 NP0650  HISTORY     - 1977     GOOD             NGS
 NP0650  HISTORY     - 1980     GOOD             NGS
 NP0650
 NP0650                          STATION DESCRIPTION
 NP0650
 NP0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0650'LOCATED IN THE NORTHWEST SECTION OF THE CITY, 77 FEET NORTH
 NP0650'OF THE CENTER LINE OF 12TH STREET, AND 300 FEET EAST OF THE
 NP0650'CENTER LINE OF EMERSON STREET.  IT IS A STEEL CYLINDRICAL
 NP0650'TANK SUPPORTED BY A SIX-LEGGED STEEL STRUCTURE AND PAINTED
 NP0650'SILVER.  THE HEIGHT IS 157 FEET.  THE POINT OBSERVED UPON IS
 NP0650'A SMALL BALL ON THE EXTREME TOP.
 NP0650
 NP0650                          STATION RECOVERY (1967)
 NP0650
 NP0650'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (RHR)
 NP0650'RECOVERED BY AERO PARTY 87.
 NP0650'
 NP0650'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NP0650'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 NP0650
 NP0650                          STATION RECOVERY (1977)
 NP0650
 NP0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EEE)
 NP0650'RECOVERED AS DESCRIBED.
 NP0650'
 NP0650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ALLIANCE.
 NP0650
 NP0650                          STATION RECOVERY (1980)
 NP0650
 NP0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (MOC)
 NP0650'RECOVERED AS DESCRIBED.
 NP0650'
 NP0650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ALLIANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0642 ***********************************************************************
 NP0642  DESIGNATION -  ALLIANCE NEWBERRYS HDWE CO TK
 NP0642  PID         -  NP0642
 NP0642  STATE/COUNTY-  NE/BOX BUTTE
 NP0642  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0642
 NP0642                         *CURRENT SURVEY CONTROL
 NP0642  ___________________________________________________________________
 NP0642* NAD 83(1995)-  42 05 54.13135(N)    102 52 17.08422(W)     ADJUSTED  
 NP0642* NAVD 88     -                                                        
 NP0642  ___________________________________________________________________
 NP0642  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 NP0642  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 NP0642
 NP0642  HORZ ORDER  -  THIRD
 NP0642
 NP0642.The horizontal coordinates were established by classical geodetic methods
 NP0642.and adjusted by the National Geodetic Survey in August 1997..
 NP0642
 NP0642
 NP0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0642
 NP0642.The geoid height was determined by GEOID03.
 NP0642
 NP0642;                    North         East     Units Scale Factor Converg.
 NP0642;SPC NE       -   255,423.997   262,580.116   MT  0.99971201   -1 54 10.4
 NP0642;UTM  13      - 4,662,890.692   676,016.974   MT  0.99998123   +1 25 38.6
 NP0642
 NP0642                          SUPERSEDED SURVEY CONTROL
 NP0642
 NP0642  NAD 83(1995)-  42 05 54.13099(N)    102 52 17.08426(W) AD(       ) 4
 NP0642  NAD 83(1986)-  42 05 54.12766(N)    102 52 17.08255(W) AD(       ) 4
 NP0642  NAD 27      -  42 05 54.24400(N)    102 52 15.35600(W) AD(       ) 3
 NP0642
 NP0642.Superseded values are not recommended for survey control.
 NP0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0642.See file dsdata.txt to determine how the superseded data were derived.
 NP0642
 NP0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7601762891(NAD 83)
 NP0642_MARKER: 53 = ELEVATED TANK
 NP0642
 NP0642  HISTORY     - Date     Condition        Report By
 NP0642  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0642  HISTORY     - 1967     GOOD             LOCSUR
 NP0642
 NP0642                          STATION DESCRIPTION
 NP0642
 NP0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0642'LOCATED IN THE DOWNTOWN DISTRICT OF ALLIANCE ON THE NORTHWEST
 NP0642'CORNER OF 4TH STREET AND BOX BUTTE.  IT IS A CYLINDRICAL
 NP0642'STEEL STRUCTURE PAINTED ALUMINUM AND SUPPORTED BY A FOUR-LEGGED
 NP0642'STEEL STRUCTURE.  THE TANK IS SITUATED IN THE CENTER OF THE
 NP0642'SOUTH END OF THE BUILDING.  THE HEIGHT IS APPROXIMATELY
 NP0642'80 FEET.
 NP0642'
 NP0642'THE POINT OBSERVED UPON WAS THE EXTREME TOP.
 NP0642
 NP0642                          STATION RECOVERY (1967)
 NP0642
 NP0642'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (RHR)
 NP0642'RECOVERED BY AERO PARTY 87.
 NP0642'
 NP0642'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NP0642'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0500 ***********************************************************************
 LJ0500  DESIGNATION -  ALLSTON
 LJ0500  PID         -  LJ0500
 LJ0500  STATE/COUNTY-  NE/DUNDY
 LJ0500  USGS QUAD   -  HAIGLER NE (1973)
 LJ0500
 LJ0500                         *CURRENT SURVEY CONTROL
 LJ0500  ___________________________________________________________________
 LJ0500* NAD 83(1995)-  40 09 21.81551(N)    101 45 56.45314(W)     ADJUSTED  
 LJ0500* NAVD 88     -       832.     (meters)    2730.     (feet)  SCALED    
 LJ0500  ___________________________________________________________________
 LJ0500  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LJ0500  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 LJ0500
 LJ0500  HORZ ORDER  -  FIRST
 LJ0500
 LJ0500.The horizontal coordinates were established by classical geodetic methods
 LJ0500.and adjusted by the National Geodetic Survey in August 1997..
 LJ0500
 LJ0500.The orthometric height was scaled from a topographic map.
 LJ0500
 LJ0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0500
 LJ0500.The geoid height was determined by GEOID03.
 LJ0500
 LJ0500;                    North         East     Units Scale Factor Converg.
 LJ0500;SPC NE       -    37,369.875   349,585.980   MT  0.99993311   -1 10 12.4
 LJ0500;UTM  14      - 4,448,746.319   264,444.999   MT  1.00028310   -1 47 03.6
 LJ0500
 LJ0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0500!SPC NE       -   0.99987300  x   0.99993311  =   0.99980612
 LJ0500!UTM  14      -   0.99987300  x   1.00028310  =   1.00015607
 LJ0500
 LJ0500:                Primary Azimuth Mark                     Grid Az
 LJ0500:SPC NE       -  ALLSTON AZ MK                            033 03 02.1
 LJ0500:UTM  14      -  ALLSTON AZ MK                            033 39 53.3
 LJ0500
 LJ0500|---------------------------------------------------------------------|
 LJ0500| PID    Reference Object                     Distance      Geod. Az  |
 LJ0500|                                                           dddmmss.s |
 LJ0500| CP7285 ALLSTON AZ MK                                      0315249.7 |
 LJ0500| CP7286 ALLSTON RM 1                         39.555 METERS 15539     |
 LJ0500| CP7287 ALLSTON RM 2                        160.530 METERS 27430     |
 LJ0500|---------------------------------------------------------------------|
 LJ0500
 LJ0500                          SUPERSEDED SURVEY CONTROL
 LJ0500
 LJ0500  NAD 83(1986)-  40 09 21.81435(N)    101 45 56.45345(W) AD(       ) 1
 LJ0500  NAD 27      -  40 09 21.84300(N)    101 45 54.82800(W) AD(       ) 1
 LJ0500
 LJ0500.Superseded values are not recommended for survey control.
 LJ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0500.See file dsdata.txt to determine how the superseded data were derived.
 LJ0500
 LJ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK6444548746(NAD 83)
 LJ0500_MARKER: DS = TRIANGULATION STATION DISK
 LJ0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0500
 LJ0500  HISTORY     - Date     Condition        Report By
 LJ0500  HISTORY     - 1933     MONUMENTED       CGS
 LJ0500  HISTORY     - 1935     GOOD             CGS
 LJ0500
 LJ0500                          STATION DESCRIPTION
 LJ0500
 LJ0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0500'ABOUT 14 MILES NORTHWEST OF BENKELMAN AND 8 MILES NORTH OF
 LJ0500'PARKS ON A ROUND-TOPPED HILL COVERED WITH SAGE BRUSH AND
 LJ0500'GRASS AND KNOWN LOCALLY AS POTATO HILL.  NEAR THE CENTRAL
 LJ0500'PART OF SEC. 7, T. 2 N., R. 39 W., ON LAND OWNED BY EARL C.
 LJ0500'KRUTSINGER.
 LJ0500'
 LJ0500'STATION IS ON HIGHEST ROUND-TOPPED HILL IN VICINITY, 538 FEET
 LJ0500'EAST OF NORTH-AND-SOUTH MID-SECTION FENCE OF SECTION 7.
 LJ0500'
 LJ0500'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION
 LJ0500'ON SAME KNOLL.
 LJ0500'
 LJ0500'REFERENCE MARK NO. 2 IS WEST OF STATION AT WEST
 LJ0500'END OF RIDGE RUNNING EAST AND WEST, 10 FEET EAST OF
 LJ0500'NORTH-AND-SOUTH MID-SECTION FENCE OF SECTION 7.
 LJ0500'
 LJ0500'AZIMUTH MARK IS NORTHEAST OF STATION, 1 FOOT SOUTH
 LJ0500'OF EAST-AND-WEST FENCE, 3 FEET WEST OF FENCE CORNER, AND 5
 LJ0500'FEET SOUTH OF ROAD.
 LJ0500'
 LJ0500'REFERENCE MARK NO. 2 IS NOT VISIBLE FROM THE GROUND.
 LJ0500'
 LJ0500'REACHED FROM BENKELMAN BY GOING WEST ON STATE HIGHWAY 3 FOR
 LJ0500'10.5 MILES TO PARKS.  AT THE WEST EDGE OF PARKS LEAVE HIGHWAY
 LJ0500'3, TURN RIGHT (NORTH) 0.4 MILE, THEN LEFT (WEST) 0.4 MILE,
 LJ0500'THEN RIGHT (NORTH) 6.9 MILES, THEN LEFT (WEST) 1.0 MILE,
 LJ0500'THENCE NORTH 1.0 MILE, THENCE WEST 0.15 MILE TO FENCE CORNER,
 LJ0500'NORTHEAST CORNER SECTION 7.  FROM HERE WORK WAY OVER SMALL
 LJ0500'RIDGES TO HIGHEST ROUND-TOPPED HILL IN VICINITY, SOUTHWEST
 LJ0500'ABOUT 0.5 MILE.
 LJ0500'
 LJ0500'HEIGHT OF LIGHT ABOVE STATION MARK - 3.52 METERS.
 LJ0500
 LJ0500                          STATION RECOVERY (1935)
 LJ0500
 LJ0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0500'STATION IS 14 MILES NORTHWEST OF BENKELMAN AND 8 MILES NORTH
 LJ0500'OF PARKS, NEBRASKA, AND IS LOCATED NEAR THE CENTER OF SEC. 7,
 LJ0500'T. 2 N., R. 39 W., ON A ROUND-TOPPED HILL KNOWN AS POTATO
 LJ0500'HILL AND ON PROPERTY OWNED BY EARL C. KRUTSINGER.  THE STATION
 LJ0500'MARK IS STAMPED ALLSTON 1933,
 LJ0500'PROJECTS 4 INCHES, AND WAS RECOVERED IN GOOD CONDITION.
 LJ0500'
 LJ0500'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF AND ON THE SAME KNOLL
 LJ0500'AS THE STATION.  IT IS STAMPED
 LJ0500'ALLSTON 1933, WAS RECOVERED IN GOOD CONDITION, AND PROJECTS
 LJ0500'4 INCHES.
 LJ0500'
 LJ0500'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 10 FEET EAST OF
 LJ0500'A NORTH-SOUTH FENCE, AND PROJECTS 4 INCHES.  IT IS
 LJ0500'STAMPED ALLSTON 1933, AND WAS RECOVERED IN GOOD
 LJ0500'CONDITION.
 LJ0500'
 LJ0500'AZIMUTH MARK IS NORTHEAST OF THE STATION, IN THE SOUTHWEST
 LJ0500'CORNER OF A FENCE T-INTERSECTION, 94 FEET SOUTH OF ANOTHER
 LJ0500'FENCE CORNER, PROJECTS 4 INCHES, IS
 LJ0500'STAMPED ALLSTON 1933, AND WAS RECOVERED IN GOOD CONDITION.
 LJ0500'
 LJ0500'A 10-FOOT STAND CLEARS ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1362 ***********************************************************************
 LH1362  DESIGNATION -  ALMA MAG STATION
 LH1362  PID         -  LH1362
 LH1362  STATE/COUNTY-  NE/HARLAN
 LH1362  USGS QUAD   -  ALMA (1974)
 LH1362
 LH1362                         *CURRENT SURVEY CONTROL
 LH1362  ___________________________________________________________________
 LH1362* NAD 83(1995)-  40 06 16.31984(N)    099 21 38.06508(W)     ADJUSTED  
 LH1362* NAVD 88     -       610.     (meters)    2001.     (feet)  SCALED    
 LH1362  ___________________________________________________________________
 LH1362  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 LH1362  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 LH1362
 LH1362  HORZ ORDER  -  SECOND
 LH1362
 LH1362.The horizontal coordinates were established by classical geodetic methods
 LH1362.and adjusted by the National Geodetic Survey in August 1997..
 LH1362
 LH1362.The orthometric height was scaled from a topographic map.
 LH1362
 LH1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1362
 LH1362.The geoid height was determined by GEOID03.
 LH1362
 LH1362;                    North         East     Units Scale Factor Converg.
 LH1362;SPC NE       -    30,314.477   554,516.747   MT  0.99995439   +0 25 25.5
 LH1362;UTM  14      - 4,439,421.789   469,268.492   MT  0.99961163   -0 13 56.2
 LH1362
 LH1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1362!SPC NE       -   0.99990824  x   0.99995439  =   0.99986263
 LH1362!UTM  14      -   0.99990824  x   0.99961163  =   0.99951990
 LH1362
 LH1362|---------------------------------------------------------------------|
 LH1362| PID    Reference Object                     Distance      Geod. Az  |
 LH1362|                                                           dddmmss.s |
 LH1362| CN8557 ALMA MAG STA RM 1                    31.812 METERS 07109     |
 LH1362| LH1360 ALMA MUNICIPAL TANK                 APPROX. 0.9 KM 1753833.8 |
 LH1362| CN8558 ALMA MAG STA RM 2                    27.706 METERS 20027     |
 LH1362| CN8556 ALMA MAG STA AZ MK                                 2170841.7 |
 LH1362|---------------------------------------------------------------------|
 LH1362
 LH1362                          SUPERSEDED SURVEY CONTROL
 LH1362
 LH1362  NAD 83(1986)-  40 06 16.32412(N)    099 21 38.06597(W) AD(       ) 2
 LH1362  NAD 27      -  40 06 16.28700(N)    099 21 36.71200(W) AD(       ) 2
 LH1362
 LH1362.Superseded values are not recommended for survey control.
 LH1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1362.See file dsdata.txt to determine how the superseded data were derived.
 LH1362
 LH1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6926839422(NAD 83)
 LH1362_MARKER: DS = TRIANGULATION STATION DISK
 LH1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1362_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1362
 LH1362  HISTORY     - Date     Condition        Report By
 LH1362  HISTORY     - 1935     MONUMENTED       CGS
 LH1362  HISTORY     - 1980     MARK NOT FOUND   NGS
 LH1362
 LH1362                          STATION DESCRIPTION
 LH1362
 LH1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1362'STATION ALMA MAGNETIC LIES ON THE EXACT SITE OF AN OLD MAGNETIC
 LH1362'STATION, IN THE NORTHWESTERN CORNER OF THE HIGH SCHOOL GROUNDS
 LH1362'IN THE NORTHERN PART OF ALMA, 131.5 FEET NORTH OF THE NORTHWEST
 LH1362'CORNER OF HIGH SCHOOL BUILDING, 163 FEET NORTHWEST OF NORTHEAST
 LH1362'CORNER OF SCHOOL, 77 FEET EAST OF CENTER OF STREET, 67 FEET SOUTH
 LH1362'OF CENTER OF STREET, AND 0.6 MILE NORTH-NORTHEAST OF MAIN
 LH1362'STREET CORNER IN ALMA.  MARK IS FLUSH WITH THE GROUND.
 LH1362'
 LH1362'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, 32
 LH1362'FEET SOUTH OF CENTER OF STREET, AND 162 FEET NORTH OF NORTHEAST
 LH1362'CORNER OF SCHOOL.  MARK IS FLUSH WITH THE GROUND.
 LH1362'
 LH1362'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION,
 LH1362'43 FEET EAST OF CENTER OF STREET, 68 FEET NORTHWEST OF NORTHWEST
 LH1362'CORNER OF SCHOOL, 88 FEET NORTHWEST OF NORTH SIDE OF ENTRANCE TO
 LH1362'SCHOOL BUILDING, AND IS FLUSH WITH THE GROUND.
 LH1362'
 LH1362'AZIMUTH MARK IS SOUTHWEST OF STATION, 9 FEET EAST
 LH1362'OF EAST GUTTER OF A STREET, 21 FEET EAST OF CENTER OF STREET, AND
 LH1362'PROJECTS 5 INCHES.
 LH1362'
 LH1362'NO TRIANGULATION STATIONS ARE VISIBLE FROM GROUND.  A 60-FOOT
 LH1362'TOWER WAS USED.
 LH1362'
 LH1362'STATION IS REACHED FROM MAIN STREET CORNER IN ALMA BY DRIVING
 LH1362'EAST 2 BLOCKS, THEN NORTH 0.5 MILE TO SCHOOL GROUNDS AND
 LH1362'STATION.
 LH1362
 LH1362                          STATION RECOVERY (1980)
 LH1362
 LH1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1362'NO MARKS WERE FOUND FOR THIS STATION.  THE OLD HIGH SCHOOL BUILDING
 LH1362'HAS BEEN TORN DOWN AND A FIELD TRACK HAS BEEN BUILT AT THE
 LH1362'SITE.  CONSIDERABLE EARTHWORK HAS BEEN DONE AND IT IS POSSIBLE
 LH1362'THE STATION REMAINS UNDER ABOUT 4 FEET OF FILL.  THE STREET TO THE
 LH1362'NORTH OF THE STATION HAS BEEN ABANDONED AND IS NOT READILY
 LH1362'IDENTIFIABLE.  AN INTERVIEW WITH THE SCHOOL CUSTODIAN AND THE
 LH1362'CONTRACTOR WHO PERFORMED THE EARTHWORK IN 1967 PRODUCED NO
 LH1362'RESULTS.  AN INTERVIEW WITH THE PROPERTY OWNER WHERE THE AZIMUTH
 LH1362'MARK WAS LOCATED PRODUCED NO RESULTS.
 LH1362'
 LH1362'THIS STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1360 ***********************************************************************
 LH1360  DESIGNATION -  ALMA MUNICIPAL TANK
 LH1360  PID         -  LH1360
 LH1360  STATE/COUNTY-  NE/HARLAN
 LH1360  USGS QUAD   -  ALMA (1974)
 LH1360
 LH1360                         *CURRENT SURVEY CONTROL
 LH1360  ___________________________________________________________________
 LH1360* NAD 83(1995)-  40 05 48.58600(N)    099 21 35.31342(W)     ADJUSTED  
 LH1360* NAVD 88     -                                                        
 LH1360  ___________________________________________________________________
 LH1360  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LH1360  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 LH1360
 LH1360  HORZ ORDER  -  THIRD
 LH1360
 LH1360.The horizontal coordinates were established by classical geodetic methods
 LH1360.and adjusted by the National Geodetic Survey in August 1997..
 LH1360
 LH1360
 LH1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1360
 LH1360.The geoid height was determined by GEOID03.
 LH1360
 LH1360;                    North         East     Units Scale Factor Converg.
 LH1360;SPC NE       -    29,459.612   554,588.247   MT  0.99995764   +0 25 27.3
 LH1360;UTM  14      - 4,438,566.456   469,330.179   MT  0.99961158   -0 13 54.3
 LH1360
 LH1360                          SUPERSEDED SURVEY CONTROL
 LH1360
 LH1360  NAD 83(1986)-  40 05 48.59049(N)    099 21 35.31398(W) AD(       ) 4
 LH1360  NAD 27      -  40 05 48.55000(N)    099 21 33.95900(W) AD(       ) 3
 LH1360
 LH1360.Superseded values are not recommended for survey control.
 LH1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1360.See file dsdata.txt to determine how the superseded data were derived.
 LH1360
 LH1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6933038566(NAD 83)
 LH1360_MARKER: 51 = TANK
 LH1360
 LH1360  HISTORY     - Date     Condition        Report By
 LH1360  HISTORY     - 1935     FIRST OBSERVED   CGS
 LH1360
 LH1360                          STATION DESCRIPTION
 LH1360
 LH1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1360'THE ALMA WATER TANK IS A SILVER-COLORED TANK IN THE SOUTHEAST
 LH1360'SECTION OF THE CITY ABOUT SEVEN BLOCKS SOUTH OF HIGHWAY
 LH1360'89.  IT IS A MUNICIPAL TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1361 ***********************************************************************
 LH1361  DESIGNATION -  ALMA MUNICIPAL TANK
 LH1361  PID         -  LH1361
 LH1361  STATE/COUNTY-  NE/HARLAN
 LH1361  USGS QUAD   -  ALMA (1974)
 LH1361
 LH1361                         *CURRENT SURVEY CONTROL
 LH1361  ___________________________________________________________________
 LH1361* NAD 83(1995)-  40 06 25.17176(N)    099 21 44.95759(W)     ADJUSTED  
 LH1361* NAVD 88     -                                                        
 LH1361  ___________________________________________________________________
 LH1361  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 LH1361  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 LH1361
 LH1361  HORZ ORDER  -  THIRD
 LH1361
 LH1361.The horizontal coordinates were established by classical geodetic methods
 LH1361.and adjusted by the National Geodetic Survey in August 1997..
 LH1361
 LH1361
 LH1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1361
 LH1361.The geoid height was determined by GEOID03.
 LH1361
 LH1361;                    North         East     Units Scale Factor Converg.
 LH1361;SPC NE       -    30,586.276   554,351.501   MT  0.99995336   +0 25 20.9
 LH1361;UTM  14      - 4,439,695.368   469,106.425   MT  0.99961175   -0 14 00.7
 LH1361
 LH1361                          SUPERSEDED SURVEY CONTROL
 LH1361
 LH1361  NAD 83(1986)-  40 06 25.17629(N)    099 21 44.95795(W) AD(       ) 4
 LH1361  NAD 27      -  40 06 25.13400(N)    099 21 43.60200(W) AD(       ) 3
 LH1361
 LH1361.Superseded values are not recommended for survey control.
 LH1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1361.See file dsdata.txt to determine how the superseded data were derived.
 LH1361
 LH1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6910639695(NAD 83)
 LH1361_MARKER: 53 = ELEVATED TANK
 LH1361
 LH1361  HISTORY     - Date     Condition        Report By
 LH1361  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1361
 LH1361                          STATION DESCRIPTION
 LH1361
 LH1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1361'THE STATION IS LOCATED AT THE NORTH EDGE OF ALMA.  IT IS 220.0
 LH1361'FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD SIDING AND 125.0
 LH1361'FEET EAST OF THE CENTER OF U.S. HIGHWAY 183.  IT IS A 6 LEGGED
 LH1361'STEEL STRUCTURE SUPPORTING THE TANK PROPER AND HAS AN OVERALL
 LH1361'HEIGHT OF ABOUT 100.0 FEET.  THE TANK HAS A CONICAL SHAPED
 LH1361'ROOF WITH A BALL AT THE APEX.
 LH1361'
 LH1361'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.  THIS IS A
 LH1361'NEW TANK BUILT IN 1951, THE OLD TANK WAS TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1193 ***********************************************************************
 LG1193  SACS        -  This is a Secondary Airport Control Station.
 LG1193  DESIGNATION -  ALPHA
 LG1193  PID         -  LG1193
 LG1193  STATE/COUNTY-  NE/YORK
 LG1193  USGS QUAD   -  YORK NORTH (1980)
 LG1193
 LG1193                         *CURRENT SURVEY CONTROL
 LG1193  ___________________________________________________________________
 LG1193* NAD 83(1995)-  40 53 41.58104(N)    097 37 29.73599(W)     ADJUSTED  
 LG1193* NAVD 88     -       506.34   (meters)    1661.2    (feet)  GPS OBS   
 LG1193  ___________________________________________________________________
 LG1193  X           -    -640,695.964 (meters)                     COMP
 LG1193  Y           -  -4,785,909.392 (meters)                     COMP
 LG1193  Z           -   4,153,920.423 (meters)                     COMP
 LG1193  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 LG1193  ELLIP HEIGHT-         480.13  (meters)          (12/12/01) GPS OBS
 LG1193  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 LG1193
 LG1193  HORZ ORDER  -  FIRST
 LG1193  ELLP ORDER  -  FOURTH    CLASS I
 LG1193
 LG1193.This mark is at York Municipal Airport (JYR)
 LG1193
 LG1193.The horizontal coordinates were established by GPS observations
 LG1193.and adjusted by the National Geodetic Survey in August 1998..
 LG1193
 LG1193.The orthometric height was determined by GPS observations and a
 LG1193.high-resolution geoid model.
 LG1193
 LG1193.GPS derived orthometric heights for airport stations designated as
 LG1193.PACS or SACS are published to 2 decimal places.  This maintains
 LG1193.centimeter relative accuracy between the PACS and SACS.  It does
 LG1193.not indicate centimeter accuracy relative to other marks which are
 LG1193.part of the NAVD 88 network.
 LG1193
 LG1193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1193
 LG1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1193
 LG1193.The ellipsoidal height was determined by GPS observations
 LG1193.and is referenced to NAD 83.
 LG1193
 LG1193.The geoid height was determined by GEOID03.
 LG1193
 LG1193;                    North         East     Units Scale Factor Converg.
 LG1193;SPC NE       -   120,608.965   700,062.169   MT  0.99971504   +1 34 26.2
 LG1193;UTM  14      - 4,527,998.308   615,830.917   MT  0.99976513   +0 54 01.2
 LG1193
 LG1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1193!SPC NE       -   0.99992469  x   0.99971504  =   0.99963975
 LG1193!UTM  14      -   0.99992469  x   0.99976513  =   0.99968984
 LG1193
 LG1193:                Primary Azimuth Mark                     Grid Az
 LG1193:SPC NE       -  ALPHA AZ MK                              160 42 59.0
 LG1193:UTM  14      -  ALPHA AZ MK                              161 23 24.0
 LG1193
 LG1193|---------------------------------------------------------------------|
 LG1193| PID    Reference Object                     Distance      Geod. Az  |
 LG1193|                                                           dddmmss.s |
 LG1193| LG1194 ALPHA AZ MK                         APPROX. 0.7 KM 1621725.2 |
 LG1193|---------------------------------------------------------------------|
 LG1193
 LG1193                          SUPERSEDED SURVEY CONTROL
 LG1193
 LG1193  ELLIP H (08/07/98)  480.16   (m)                       GP(       ) 4 1
 LG1193  NAD 83(1995)-  40 53 41.58173(N)    097 37 29.73798(W) AD(       ) 1
 LG1193  NAD 83(1986)-  40 53 41.58870(N)    097 37 29.73729(W) AD(       ) 1
 LG1193  NGVD 29 (02/23/90)  506.1    (m)         1660.     (f) GPS OBS        
 LG1193
 LG1193.Superseded values are not recommended for survey control.
 LG1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1193.See file dsdata.txt to determine how the superseded data were derived.
 LG1193
 LG1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1583127998(NAD 83)
 LG1193_MARKER: I = METAL ROD
 LG1193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1193_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1193_STAMPING: ALPHA 1989
 LG1193_MARK LOGO: NGS   
 LG1193_PROJECTION: FLUSH
 LG1193_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1193+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 LG1193_ROD/PIPE-DEPTH: 9.14 meters
 LG1193_SLEEVE-DEPTH  : 0.95 meters
 LG1193
 LG1193  HISTORY     - Date     Condition        Report By
 LG1193  HISTORY     - 1989     MONUMENTED       NGS
 LG1193  HISTORY     - 19890615 GOOD             NGS
 LG1193  HISTORY     - 19950517 GOOD             NGS
 LG1193  HISTORY     - 19970604 GOOD             NGS
 LG1193  HISTORY     - 20040415 GOOD             NDA
 LG1193
 LG1193                          STATION DESCRIPTION
 LG1193
 LG1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1193'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF YORK, 0.8
 LG1193'KM (0.50 MI) NORTH OF US HIGHWAY 34, AT THE YORK MUNICIPAL AIRPORT.
 LG1193'OWNERSHIP--CITY OF YORK, 621 NEBRASKA AVENUE, YORK, NE 68467.  AIRPORT
 LG1193'MANAGER IS THE CITY ADMINISTRATOR, TELEPHONE 402-362-4407.
 LG1193'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 34 WEST
 LG1193'ON THE NORTH SIDE OF YORK, GO WEST ON U.S. HIGHWAY 34 (25TH STREET)
 LG1193'FOR 2.88 KM (1.80 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 LG1193'RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.48 KM (0.30 MI) TO A DRIVEWAY
 LG1193'ON THE LEFT JUST BEFORE REACHING THE OFFICE.  TURN LEFT AND GO NORTH
 LG1193'FOR 0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE, THEN TURN
 LG1193'RIGHT AND GO EAST FOR 0.40 KM (0.25 MI) TO AN APRON.  TURN LEFT AND GO
 LG1193'NORTHERLY ON THE APRON, THEN ALONG A GRASS RIDGE, A FUTURE TAXIWAY,
 LG1193'FOR 0.48 KM (0.30 MI) TO A CIRCLE WHICH ENCLOSES A WIND TEE AND THE
 LG1193'STATION.
 LG1193'THE STATION IS 9.5 M (31.2 FT) EAST-SOUTHEAST OF THE BASE OF THE WIND
 LG1193'TEE AND 5.9 M (19.4 FT) NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 LG1193'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1193'DESCRIBED BY R.D.BALL.
 LG1193
 LG1193                          STATION RECOVERY (1989)
 LG1193
 LG1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG1193'THE STATION IS LOCATED AT THE YORK MUNI AIRPORT AT THE MIDFIELD WIND
 LG1193'TEE.  THE STATION IS 32.8 FT (10.0 M) SOUTHEAST OF THE CENTER OF THE
 LG1193'WIND TEE, 19.7 FT (6.0 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 LG1193'31.8 FT (9.7 M) SOUTHWEST OF THE SOUTH END OF THE EAST SEGMENTED
 LG1193'CIRCLE MARKER.  THE STATION IS A STAINLESS STEEL ROD SET 0.3 BENEATH A
 LG1193'5 INCH LOGO CAP.  THE CAP IS STAMPED ALPHA 1989.
 LG1193
 LG1193                          STATION RECOVERY (1995)
 LG1193
 LG1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1193'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF BRADSHAW, 2.0 MI
 LG1193'(3.2 KM) NORTHWEST OF YORK AND AT THE YORK MUNICIPAL AIRPORT.
 LG1193'OWNERSHIP--CITY OF YORK, 621 NEBRASKA AVENUE, YORK NE 68467.  AIRPORT
 LG1193'MANAGER, JACK KIDDER, PHONE (402) 362-4407.  TO REACH THE STATION FROM
 LG1193'THE JUNCTION OF U.S. HIGHWAYS 81 AND 34 WEST ON THE NORTH SIDE OF
 LG1193'YORK, GO WEST ON U.S. HIGHWAY 34 FOR 1.8 MI (2.9 KM) TO THE AIRPORT
 LG1193'ENTRANCE ON THE RIGHT, TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.3
 LG1193'MI (0.5 KM) TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO NORTH FOR 0.05
 LG1193'MI (0.08 KM) TO A GATE, PASS THROUGH GATE, TURN RIGHT AND GO EAST FOR
 LG1193'0.25 MI (0.40 KM) TO A CONNECTOR TAXIWAY AHEAD AND A GRASS RIDGE LEFT
 LG1193'(FUTURE TAXIWAY), TURN LEFT AND GO NORTHERLY ON THE RIDGE FOR 0.3 MI
 LG1193'(0.5 KM) TO A WIND TEE WITH SEGMENTED CIRCLE AND THE STATION ON THE
 LG1193'LEFT.  THE STATION IS 31.2 FT (9.5 M) EAST-SOUTHEAST OF THE BASE OF
 LG1193'THE WIND TEE AND 19.4 FT (5.9 M) NORTH-NORTHWEST OF A WITNESS POST.
 LG1193'THIS STATION TO BE USED AS SACS.
 LG1193
 LG1193                          STATION RECOVERY (1997)
 LG1193
 LG1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1193'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE AIRPORT
 LG1193'MANAGER IS NOW ROB MARKISE, PHONE 402-363-2660.  THIS IS A SECONDARY
 LG1193'AIRPORT CONTROL STATION.
 LG1193
 LG1193                          STATION RECOVERY (2004)
 LG1193
 LG1193'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (JS)
 LG1193'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE AIRPORT IS
 LG1193'MANAGED BY THE CITY OF YORK.  ONCE YOU COME TO THE CONNECTOR TAXIWAY
 LG1193'TURN LEFT AND FOLLOW PARALLEL TAXIWAY FOR 0.3 MI (0.5 KM) TO A WIND
 LG1193'TEE WITH SEGMENTED CIRCLE AND THE STATION ON THE LEFT OF THE WIND TEE.
 LG1193'THE STATION IS 31.2 FT EAST-SOUTHEAST OF THE BASE OF THE WIND TEE AND
 LG1193'19.4 FT NORTH-NORTHWEST OF A WITNESS POST.  THIS STATION TO BE USED AS
 LG1193'SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1194 ***********************************************************************
 LG1194  SACS        -  This is a Secondary Airport Control Station.
 LG1194  DESIGNATION -  ALPHA AZ MK
 LG1194  PID         -  LG1194
 LG1194  STATE/COUNTY-  NE/YORK
 LG1194  USGS QUAD   -  YORK NORTH (1980)
 LG1194
 LG1194                         *CURRENT SURVEY CONTROL
 LG1194  ___________________________________________________________________
 LG1194* NAD 83(1995)-  40 53 18.98979(N)    097 37 20.23012(W)     ADJUSTED  
 LG1194* NAVD 88     -       508.40   (meters)    1668.0    (feet)  GPS OBS   
 LG1194  ___________________________________________________________________
 LG1194  X           -    -640,536.122 (meters)                     COMP
 LG1194  Y           -  -4,786,392.651 (meters)                     COMP
 LG1194  Z           -   4,153,394.907 (meters)                     COMP
 LG1194  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 LG1194  ELLIP HEIGHT-         482.17  (meters)          (12/12/01) GPS OBS
 LG1194  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 LG1194
 LG1194  HORZ ORDER  -  FIRST
 LG1194  ELLP ORDER  -  FOURTH    CLASS I
 LG1194
 LG1194.This mark is at York Municipal Airport (JYR)
 LG1194
 LG1194.The horizontal coordinates were established by GPS observations
 LG1194.and adjusted by the National Geodetic Survey in August 1998..
 LG1194
 LG1194.The orthometric height was determined by GPS observations and a
 LG1194.high-resolution geoid model.
 LG1194
 LG1194.GPS derived orthometric heights for airport stations designated as
 LG1194.PACS or SACS are published to 2 decimal places.  This maintains
 LG1194.centimeter relative accuracy between the PACS and SACS.  It does
 LG1194.not indicate centimeter accuracy relative to other marks which are
 LG1194.part of the NAVD 88 network.
 LG1194
 LG1194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1194
 LG1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1194
 LG1194.The ellipsoidal height was determined by GPS observations
 LG1194.and is referenced to NAD 83.
 LG1194
 LG1194.The geoid height was determined by GEOID03.
 LG1194
 LG1194;                    North         East     Units Scale Factor Converg.
 LG1194;SPC NE       -   119,918.652   700,303.692   MT  0.99971621   +1 34 32.5
 LG1194;UTM  14      - 4,527,305.168   616,064.319   MT  0.99976580   +0 54 07.0
 LG1194
 LG1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1194!SPC NE       -   0.99992437  x   0.99971621  =   0.99964060
 LG1194!UTM  14      -   0.99992437  x   0.99976580  =   0.99969019
 LG1194
 LG1194:                Primary Azimuth Mark                     Grid Az
 LG1194:SPC NE       -  ALPHA                                    340 42 58.9
 LG1194:UTM  14      -  ALPHA                                    341 23 24.4
 LG1194
 LG1194|---------------------------------------------------------------------|
 LG1194| PID    Reference Object                     Distance      Geod. Az  |
 LG1194|                                                           dddmmss.s |
 LG1194| LG1193 ALPHA                               APPROX. 0.7 KM 3421731.4 |
 LG1194|---------------------------------------------------------------------|
 LG1194
 LG1194                          SUPERSEDED SURVEY CONTROL
 LG1194
 LG1194  ELLIP H (08/07/98)  482.21   (m)                       GP(       ) 4 1
 LG1194  NAD 83(1995)-  40 53 18.99030(N)    097 37 20.23157(W) AD(       ) 3
 LG1194  NAD 83(1986)-  40 53 18.99729(N)    097 37 20.23089(W) AD(       ) 3
 LG1194  NGVD 29 (02/23/90)  508.3    (m)         1668.     (f) GPS OBS        
 LG1194
 LG1194.Superseded values are not recommended for survey control.
 LG1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1194.See file dsdata.txt to determine how the superseded data were derived.
 LG1194
 LG1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1606427305(NAD 83)
 LG1194_MARKER: I = METAL ROD
 LG1194_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1194_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1194_STAMPING: ALPHA AZ MK 1989
 LG1194_MARK LOGO: NGS   
 LG1194_PROJECTION: FLUSH
 LG1194_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1194+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 LG1194_ROD/PIPE-DEPTH: 9.08 meters
 LG1194_SLEEVE-DEPTH  : 0.95 meters
 LG1194
 LG1194  HISTORY     - Date     Condition        Report By
 LG1194  HISTORY     - 1989     MONUMENTED       NGS
 LG1194  HISTORY     - 19890615 GOOD             NGS
 LG1194  HISTORY     - 19950517 GOOD             NGS
 LG1194  HISTORY     - 19970604 GOOD             NGS
 LG1194  HISTORY     - 20040415 GOOD             NDA
 LG1194
 LG1194                          STATION DESCRIPTION
 LG1194
 LG1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1194'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF YORK, 0.8
 LG1194'KM (0.50 MI) NORTH OF U.S. HIGHWAY 34, AT THE YORK MUNICIPAL AIRPORT,
 LG1194'NEAR RUNWAY END 35.  OWNERSHIP--CITY OF YORK, 621 NEBRASKA AVENUE,
 LG1194'YORK, NE 68467.  AIRPORT MANAGER IS THE CITY ADMINISTRATOR, TELEPHONE
 LG1194'402-362-4407.
 LG1194'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 34 WEST
 LG1194'ON THE NORTH SIDE OF YORK, GO WEST ON U.S. HIGHWAY 34 (25TH STREET)
 LG1194'FOR 2.88 KM (1.80 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 LG1194'RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.48 KM (0.30 MI) TO A DRIVEWAY
 LG1194'ON THE LEFT JUST BEFORE REACHING THE OFFICE.  TURN LEFT AND GO NORTH
 LG1194'FOR 0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE, THEN TURN
 LG1194'RIGHT AND GO EAST FOR 0.40 KM (0.25 MI) TO AN APRON.  TURN RIGHT AND
 LG1194'GO SOUTHERLY ON THE APRON, THEN A TAXIWAY FOR 0.4 KM (0.25 MI) TO THE
 LG1194'STATION ON THE RIGHT NEAR THE NORTHEAST CORNER OF THE RUNUP PAD TO
 LG1194'RUNWAY END 35.
 LG1194'THE STATION IS 42.7 M (140.1 FT) WEST OF THE EXTENDED RUNWAY
 LG1194'CENTERLINE, 19.5 M (64.0 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 LG1194'RUNUP PAD, 10.9 M (35.8 FT) SOUTH OF THE TAXIWAY CENTERLINE AND 2.8 M
 LG1194'(9.2 FT) SOUTHEAST OF A TAXIWAY LIGHT.
 LG1194'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1194'DESCRIBED BY R.D.BALL.
 LG1194
 LG1194                          STATION RECOVERY (1989)
 LG1194
 LG1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG1194'THE STATION IS LOCATED AT YORK MUNI AIRPORT AT THE SOUTH END OF THE
 LG1194'NORTH-SOUTH RUNWAY AND ON THE WEST SIDE.  THE STATION IS 141.3 FT
 LG1194'(43.1 M) SOUTHWEST OF THE CENTERLINE END OF RUNWAY 35, 35.6 FT (10.9
 LG1194'M) SOUTH OF THE CENTERLINE OF THE TAXIWAY, 63.9 FT (19.5 M) NORTHEAST
 LG1194'OF THE SOUTHEAST CORNER OF THE RUNUP PAD, 20.6 FT (6.3 M) SOUTHEAST OF
 LG1194'THE TAXIWAY/RUNUP PAD EDGE CORNER, AND 9.2 FT (2.8 M) SOUTHEAST OF THE
 LG1194'TAXIWAY LIGHT IN THE CORNER OF THE TAXIWAY/RUNUP PAD.  THE STATION IS
 LG1194'A STAINLESS STEEL ROD SET IN THE CENTER AND 0.3 FOOT (9.1 CM) BENEATH
 LG1194'A 5 INCH LOGO CAP WHICH IS STAMPED ALPHA AZ MK 1989.
 LG1194
 LG1194                          STATION RECOVERY (1995)
 LG1194
 LG1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1194'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF BRADSHAW, 2.0 MI
 LG1194'(3.2 KM) NORTHWEST OF YORK AND AT THE YORK MUNICIPAL AIRPORT.
 LG1194'OWNERSHIP--CITY OF YORK, 621 NEBRASKA AVENUE, YORK NE 68467.  AIRPORT
 LG1194'MANAGER, JACK KIDDER, PHONE (402) 362-4407.  TO REACH THE STATION FROM
 LG1194'THE JUNCTION OF U.S. HIGHWAYS 81 AND 34 WEST ON THE NORTH SIDE OF
 LG1194'YORK, GO WEST ON U.S. HIGHWAY 34 FOR 1.8 MI (2.9 KM) TO THE AIRPORT
 LG1194'ENTRANCE ON THE RIGHT, TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.3
 LG1194'MI (0.5 KM) TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO NORTH FOR 0.05
 LG1194'MI (0.08 KM) TO A GATE, PASS THROUGH GATE, TURN RIGHT AND GO EAST FOR
 LG1194'0.25 MI (0.40 KM) TO AN APRON, TURN RIGHT AND GO SOUTHERLY ON THE
 LG1194'APRON, THEN A PARALLEL TAXIWAY FOR 0.25 MI (0.40 KM) TO THE STATION,
 LG1194'NEAR THE NORTHEAST CORNER OF THE AIRCRAFT HOLDING AREA.  THE STATION
 LG1194'IS 140.0 FT (42.7 M) WEST OF THE EXTENDED RUNWAY CENTER, 64.0 FT (19.5
 LG1194'M) NORTHEAST OF THE SOUTHEAST CORNER OF THE HOLDING AREA, 35.8 FT
 LG1194'(10.9 M) SOUTH OF THE TAXIWAY CENTER AND 9.2 FT (2.8 M) SOUTHEAST OF A
 LG1194'TAXIWAY LIGHT.  THIS STATION TO BE USED AS SACS.
 LG1194
 LG1194                          STATION RECOVERY (1997)
 LG1194
 LG1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1194'RECOVERED AS DESCRIBED.  THE AIRPORT MANAGER IS NOW ROB MARKISE, PHONE
 LG1194'402-363-2660.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 LG1194
 LG1194                          STATION RECOVERY (2004)
 LG1194
 LG1194'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (JS)
 LG1194'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1431 ***********************************************************************
 LG1431  DESIGNATION -  ALVO AZ MK
 LG1431  PID         -  LG1431
 LG1431  STATE/COUNTY-  NE/CASS
 LG1431  USGS QUAD   -  ELMWOOD (1966)
 LG1431
 LG1431                         *CURRENT SURVEY CONTROL
 LG1431  ___________________________________________________________________
 LG1431* NAD 83(1995)-  40 52 15.24313(N)    096 21 52.87395(W)     ADJUSTED  
 LG1431* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 LG1431  ___________________________________________________________________
 LG1431  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 LG1431  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 LG1431
 LG1431  HORZ ORDER  -  THIRD
 LG1431
 LG1431.The horizontal coordinates were established by classical geodetic methods
 LG1431.and adjusted by the National Geodetic Survey in August 1997..
 LG1431
 LG1431.The orthometric height was scaled from a topographic map.
 LG1431
 LG1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1431
 LG1431.The geoid height was determined by GEOID03.
 LG1431
 LG1431;                    North         East     Units Scale Factor Converg.
 LG1431;SPC NE       -   121,638.260   806,277.512   MT  0.99971956   +2 24 32.8
 LG1431;UTM  14      - 4,527,769.202   722,077.122   MT  1.00020706   +1 43 30.5
 LG1431
 LG1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1431!SPC NE       -   0.99994180  x   0.99971956  =   0.99966137
 LG1431!UTM  14      -   0.99994180  x   1.00020706  =   1.00014884
 LG1431
 LG1431                          SUPERSEDED SURVEY CONTROL
 LG1431
 LG1431  NAD 83(1986)-  40 52 15.25440(N)    096 21 52.87199(W) AD(       ) 3
 LG1431
 LG1431.Superseded values are not recommended for survey control.
 LG1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1431.See file dsdata.txt to determine how the superseded data were derived.
 LG1431
 LG1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2207727769(NAD 83)
 LG1431_MARKER: DZ = AZIMUTH MARK DISK
 LG1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1431_SP_SET: CONCRETE POST
 LG1431_STAMPING: ALVO 1961
 LG1431_MARK LOGO: CGS   
 LG1431_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1431+STABILITY: SURFACE MOTION
 LG1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1431+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1986
 LG1431
 LG1431  HISTORY     - Date     Condition        Report By
 LG1431  HISTORY     - 1961     MONUMENTED       CGS
 LG1431  HISTORY     - 19860513 GOOD             NGS
 LG1431
 LG1431                          STATION DESCRIPTION
 LG1431
 LG1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LG1431'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 6.4 KM (4.0 MI) NORTH
 LG1431'FROM U.S. HIGHWAY 34, 2.0 KM (1.2 MI) EAST FROM ALVO AND ON THE NORTH
 LG1431'RIGHT-OF-WAY OF A CASS COUNTY ROAD.
 LG1431'TO REACH THE STATION FROM THE ALVO POST OFFICE, GO SOUTH FOR 0.08 KM
 LG1431'(0.05 MI) TO A T-ROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR
 LG1431'2.09 KM (1.30 MI) TO THE MARK ON THE LEFT.
 LG1431'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 LG1431'0.010 M (0.033 FT) ABOVE THE GROUND SURFACE.  IT IS 10.67 M
 LG1431'(35.01 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 0.43 M (1.41 FT)
 LG1431'EAST-NORTHEAST FROM A WITNESS POST AND 0.15 M (0.49 FT) SOUTH FROM A
 LG1431'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0992 ***********************************************************************
 LG0992  DESIGNATION -  ALVO MUNICIPAL TANK
 LG0992  PID         -  LG0992
 LG0992  STATE/COUNTY-  NE/CASS
 LG0992  USGS QUAD   -  EAGLE (1966)
 LG0992
 LG0992                         *CURRENT SURVEY CONTROL
 LG0992  ___________________________________________________________________
 LG0992* NAD 83(1995)-  40 52 18.55784(N)    096 22 53.38931(W)     ADJUSTED  
 LG0992* NAVD 88     -                                                        
 LG0992  ___________________________________________________________________
 LG0992  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 LG0992  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 LG0992
 LG0992  HORZ ORDER  -  THIRD
 LG0992
 LG0992.The horizontal coordinates were established by classical geodetic methods
 LG0992.and adjusted by the National Geodetic Survey in August 1997..
 LG0992
 LG0992
 LG0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0992
 LG0992.The geoid height was determined by GEOID03.
 LG0992
 LG0992;                    North         East     Units Scale Factor Converg.
 LG0992;SPC NE       -   121,680.982   804,857.825   MT  0.99971938   +2 23 52.7
 LG0992;UTM  14      - 4,527,828.895   720,657.360   MT  1.00019932   +1 42 51.0
 LG0992
 LG0992                          SUPERSEDED SURVEY CONTROL
 LG0992
 LG0992  NAD 83(1986)-  40 52 18.56967(N)    096 22 53.38717(W) AD(       ) 4
 LG0992  NAD 27      -  40 52 18.57317(N)    096 22 52.35266(W) AD(       ) 3
 LG0992
 LG0992.Superseded values are not recommended for survey control.
 LG0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0992.See file dsdata.txt to determine how the superseded data were derived.
 LG0992
 LG0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2065727829(NAD 83)
 LG0992_MARKER: 53 = ELEVATED TANK
 LG0992
 LG0992  HISTORY     - Date     Condition        Report By
 LG0992  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0992  HISTORY     - 20040803 GOOD             USPSQD
 LG0992
 LG0992                          STATION DESCRIPTION
 LG0992
 LG0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0992'THE APEX OF THE WATER TANK WAS USED AS THE POINT OF INTERSECTION.
 LG0992'THE WATER TANK IS LOCATED AT THE EAST EDGE OF ALVO APPROXIMATELY
 LG0992'0.1 MILE SOUTHEAST OF ALVO HIGH SCHOOL.  THE WATER TANK IS PAINTED
 LG0992'SILVER AND HAS THE WORD (ALVO) PRINTED ON THE SIDE, THE WATER
 LG0992'TANK IS SUPPORTED BY FOUR LEGS AND IS APPROXIMATELY 130 FEET
 LG0992'HIGH.
 LG0992
 LG0992                          STATION RECOVERY (2004)
 LG0992
 LG0992'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0992'STATION FOUND GOOD.  TANK IS TWO BLOCKS EAST OF PAUL STREET JUST
 LG0992'INSIDE THE EASTERN EDGE OF THE CITY LIMITS OF THE TOWN OF ALVO, IN THE
 LG0992'NORTHEAST QUARTER OF THE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1408 ***********************************************************************
 LG1408  HT_MOD      -  This is a Height Modernization Survey Station.
 LG1408  DESIGNATION -  ALVO RESET
 LG1408  PID         -  LG1408
 LG1408  STATE/COUNTY-  NE/CASS
 LG1408  USGS QUAD   -  EAGLE (1966)
 LG1408
 LG1408                         *CURRENT SURVEY CONTROL
 LG1408  ___________________________________________________________________
 LG1408* NAD 83(1995)-  40 52 18.39563(N)    096 22 52.66463(W)     ADJUSTED  
 LG1408* NAVD 88     -       406.37   (meters)    1333.2    (feet)  GPS OBS   
 LG1408  ___________________________________________________________________
 LG1408  X           -    -536,851.165 (meters)                     COMP
 LG1408  Y           -  -4,800,281.851 (meters)                     COMP
 LG1408  Z           -   4,151,914.923 (meters)                     COMP
 LG1408  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 LG1408  ELLIP HEIGHT-         380.36  (meters)          (03/30/05) GPS OBS
 LG1408  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 LG1408
 LG1408  HORZ ORDER  -  FIRST
 LG1408  ELLP ORDER  -  THIRD     CLASS I
 LG1408
 LG1408.The horizontal coordinates were established by GPS observations
 LG1408.and adjusted by the National Geodetic Survey in March 2005..
 LG1408
 LG1408.The orthometric height was determined by GPS observations and a
 LG1408.high-resolution geoid model using precise GPS observation and
 LG1408.processing techniques.
 LG1408
 LG1408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1408
 LG1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1408
 LG1408.The ellipsoidal height was determined by GPS observations
 LG1408.and is referenced to NAD 83.
 LG1408
 LG1408.The geoid height was determined by GEOID03.
 LG1408
 LG1408;                    North         East     Units Scale Factor Converg.
 LG1408;SPC NE       -   121,676.694   804,874.984   MT  0.99971939   +2 23 53.2
 LG1408;UTM  14      - 4,527,824.400   720,674.474   MT  1.00019941   +1 42 51.4
 LG1408
 LG1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1408!SPC NE       -   0.99994034  x   0.99971939  =   0.99965975
 LG1408!UTM  14      -   0.99994034  x   1.00019941  =   1.00013974
 LG1408
 LG1408:                Primary Azimuth Mark                     Grid Az
 LG1408:SPC NE       -  ALVO AZ MK                               091 34 11.1
 LG1408:UTM  14      -  ALVO AZ MK                               092 15 12.9
 LG1408
 LG1408|---------------------------------------------------------------------|
 LG1408| PID    Reference Object                     Distance      Geod. Az  |
 LG1408|                                                           dddmmss.s |
 LG1408| LG1431 ALVO AZ MK                          APPROX. 1.4 KM 0935804.3 |
 LG1408| LG1432 ALVO RM 1                            28.325 METERS 14449     |
 LG1408| LG1433 ALVO RM 2                            33.589 METERS 23555     |
 LG1408| LG0992 ALVO MUNICIPAL TANK                  17.692 METERS 28626     |
 LG1408|---------------------------------------------------------------------|
 LG1408
 LG1408                          SUPERSEDED SURVEY CONTROL
 LG1408
 LG1408  NAD 83(1995)-  40 52 18.39508(N)    096 22 52.66610(W) AD(       ) 2
 LG1408  NAD 83(1986)-  40 52 18.40634(N)    096 22 52.66415(W) AD(       ) 2
 LG1408  NAD 27      -  40 52 18.41040(N)    096 22 51.62936(W) AD(       ) 2
 LG1408
 LG1408.Superseded values are not recommended for survey control.
 LG1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1408.See file dsdata.txt to determine how the superseded data were derived.
 LG1408
 LG1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2067427824(NAD 83)
 LG1408_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1408_SP_SET: CONCRETE POST
 LG1408_STAMPING: ALVO 1961 1986
 LG1408_MARK LOGO: NGS   
 LG1408_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1408+STABILITY: SURFACE MOTION
 LG1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1408+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1408
 LG1408  HISTORY     - Date     Condition        Report By
 LG1408  HISTORY     - 1986     MONUMENTED       NGS
 LG1408  HISTORY     - 2002     GOOD             NEDR
 LG1408
 LG1408                          STATION DESCRIPTION
 LG1408
 LG1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LG1408'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTH FROM U.S. HIGHWAY
 LG1408'34, IN THE EAST EDGE OF ALVO, AT THE SITE OF THE ALVO MUNICIPAL WATER
 LG1408'TANK. THE PROPERTY IS OWNED BY THE CITY OF ALVO.
 LG1408'TO REACH THE STATION FROM THE POST OFFICE, IN ALVO, GO NORTH FOR 0.08
 LG1408'KM (0.05 MI) TO A CROSS STREET.  TURN RIGHT AND GO EAST FOR 0.64 KM
 LG1408'(0.40 MI) TO THE END OF THE STREET, THE OLD WATER TANK AND THE
 LG1408'STATION ON THE RIGHT.
 LG1408'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1408'RECESSED 0.050 M (0.164 FT) BELOW THE GROUND SURFACE.  THE
 LG1408'UNDERGROUND DISK IS RECESSED 1.1 M (3.6 FT) BELOW THE GROUND SURFACE
 LG1408'AND IS STAMPED--ALVO 1961--. THE MARKS ARE 16.76 M (54.99 FT) WEST
 LG1408'FROM A NORTH-SOUTH FENCE, 12.37 M (40.58 FT) EAST FROM THE SOUTHEAST
 LG1408'LEG OF THE WATER TANK, 10.06 M (33.01 FT) SOUTH-SOUTHEAST FROM THE
 LG1408'SOUTHEAST CORNER OF A CEMENT BLOCK BUILDING AND 0.61 M (2.00 FT)
 LG1408'SOUTHWEST FROM A WITNESS POST.
 LG1408
 LG1408                          STATION RECOVERY (2002)
 LG1408
 LG1408'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1408'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0684 ***********************************************************************
 NN0684  DESIGNATION -  AMELIA
 NN0684  PID         -  NN0684
 NN0684  STATE/COUNTY-  NE/HOLT
 NN0684  USGS QUAD   -  AMELIA (1986)
 NN0684
 NN0684                         *CURRENT SURVEY CONTROL
 NN0684  ___________________________________________________________________
 NN0684* NAD 83(1995)-  42 13 00.91417(N)    098 55 11.59612(W)     ADJUSTED  
 NN0684* NAVD 88     -       693.     (meters)    2274.     (feet)  SCALED    
 NN0684  ___________________________________________________________________
 NN0684  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 NN0684  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 NN0684
 NN0684  HORZ ORDER  -  FIRST
 NN0684
 NN0684.The horizontal coordinates were established by classical geodetic methods
 NN0684.and adjusted by the National Geodetic Survey in August 1997..
 NN0684
 NN0684.The orthometric height was scaled from a topographic map.
 NN0684
 NN0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0684
 NN0684.The geoid height was determined by GEOID03.
 NN0684
 NN0684;                    North         East     Units Scale Factor Converg.
 NN0684;SPC NE       -   265,202.575   589,157.646   MT  0.99973558   +0 42 56.8
 NN0684;UTM  14      - 4,673,864.234   506,612.120   MT  0.99960054   +0 03 13.8
 NN0684
 NN0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0684!SPC NE       -   0.99989501  x   0.99973558  =   0.99963061
 NN0684!UTM  14      -   0.99989501  x   0.99960054  =   0.99949559
 NN0684
 NN0684:                Primary Azimuth Mark                     Grid Az
 NN0684:SPC NE       -  AMELIA AZ MK                             022 45 19.3
 NN0684:UTM  14      -  AMELIA AZ MK                             023 25 02.3
 NN0684
 NN0684|---------------------------------------------------------------------|
 NN0684| PID    Reference Object                     Distance      Geod. Az  |
 NN0684|                                                           dddmmss.s |
 NN0684| CO2082 AMELIA AZ MK                                       0232816.1 |
 NN0684| CO2083 AMELIA RM 1                          30.514 METERS 09535     |
 NN0684| CO2084 AMELIA RM 2                          17.038 METERS 33449     |
 NN0684|---------------------------------------------------------------------|
 NN0684
 NN0684                          SUPERSEDED SURVEY CONTROL
 NN0684
 NN0684  NAD 83(1986)-  42 13 00.91847(N)    098 55 11.60449(W) AD(       ) 1
 NN0684  NAD 27      -  42 13 00.90300(N)    098 55 10.25200(W) AD(       ) 1
 NN0684
 NN0684.Superseded values are not recommended for survey control.
 NN0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0684.See file dsdata.txt to determine how the superseded data were derived.
 NN0684
 NN0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0661273864(NAD 83)
 NN0684_MARKER: DS = TRIANGULATION STATION DISK
 NN0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0684
 NN0684  HISTORY     - Date     Condition        Report By
 NN0684  HISTORY     - 1949     MONUMENTED       CGS
 NN0684
 NN0684                          STATION DESCRIPTION
 NN0684
 NN0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0684'THE STATION IS LOCATED ABOUT 9.0 MILES WEST OF CHAMBERS AND
 NN0684'1.5 MILES SOUTH-SOUTHWEST OF AMELIA ON LAND OWNED BY MR.
 NN0684'ROBERT MC GINNIS AND LEASED BY MR. C.F. SMALL.  IT IS ON
 NN0684'THE SUMMIT OF THE LARGEST SAND HILL IN THE VICINITY, 126
 NN0684'FEET WEST OF THE WEST EDGE OF A LARGE SAND BLOW-OUT.  IT IS
 NN0684'STAMPED AMELIA 1949 AND SET FLUSH WITH THE SURFACE OF THE
 NN0684'GROUND.
 NN0684'
 NN0684'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 26 FEET WEST
 NN0684'OF THE WEST EDGE OF LARGE SAND BLOW-OUT, AND ON THE SAME
 NN0684'ELEVATION AS THE STATION.  IT IS STAMPED AMELIA NO 1 1949
 NN0684'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 NN0684'
 NN0684'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, ON
 NN0684'THE NORTH SLOPE OF THE HILL, AND ABOUT 3 FEET LOWER THAN THE
 NN0684'STATION.  IT IS STAMPED AMELIA NO 2 1949 AND SET FLUSH WITH
 NN0684'THE SURFACE OF THE GROUND.
 NN0684'
 NN0684'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, 53 FEET
 NN0684'EAST OF NORTH-SOUTH STREET IN AMELIA, 42 FEET NORTH OF FLAGPOLE,
 NN0684'10 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF SCHOOLHOUSE,
 NN0684'AND 4 FEET SOUTH OF THE SOUTH EDGE OF THE SCHOOLHOUSE.  IT
 NN0684'IS STAMPED AMELIA 1949 AND SET FLUSH WITH THE SURFACE OF THE
 NN0684'GROUND.
 NN0684'
 NN0684'TO REACH THE STATION FROM THE D-X SERVICE STATION IN THE
 NN0684'SOUTH PART OF AMELIA, GO EAST ON DIRT ROAD FOR 0.15 MILE
 NN0684'TO SCHOOLHOUSE ON THE LEFT AND AZIMUTH MARK JUST SOUTH AS
 NN0684'DESCRIBED, CONTINUE EAST FOR 0.3 MILE TO CROSSROADS, TURN
 NN0684'RIGHT AND GO SOUTH FOR 1.0 MILE TO CROSSROADS, TURN RIGHT AND
 NN0684'GO WEST FOR 0.35 MILE TO DRIVEWAY ON THE LEFT TO MR. SMALLS
 NN0684'RANCH HOUSE, CONTINUE WEST ON TRACK ROAD FOR 0.15 MILE TO
 NN0684'WIRE GATE STRAIGHT AHEAD WHERE TRACK ROAD TURNS RIGHT, GO
 NN0684'THROUGH WIRE GATE INTO NORTHEAST CORNER OF PASTURE AND GO
 NN0684'SOUTH-SOUTHWEST FOR 0.45 MILE TO HIGHEST POINT AND STATION
 NN0684'JUST WEST OF LARGE SAND BLOW-OUT AS DESCRIBED.
 NN0684'
 NN0684'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'A 47 FOOT SIGNAL AT STATION DUMAS IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'A 4 FOOT SIGNAL AT STATION CHAIN IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'A 4 FOOT SIGNAL AT STATION DRY IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'A 47 FOOT SIGNAL AT STATION SCHAFFER IS VISIBLE AT 4 FEET.
 NN0684'
 NN0684'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1168 ***********************************************************************
 LH1168  DESIGNATION -  AMERICAN LUTH SALEM CH SPIRE
 LH1168  PID         -  LH1168
 LH1168  STATE/COUNTY-  NE/NUCKOLLS
 LH1168  USGS QUAD   -  SUPERIOR (1983)
 LH1168
 LH1168                         *CURRENT SURVEY CONTROL
 LH1168  ___________________________________________________________________
 LH1168* NAD 83(1995)-  40 07 29.02731(N)    098 04 00.29762(W)     ADJUSTED  
 LH1168* NAVD 88     -                                                        
 LH1168  ___________________________________________________________________
 LH1168  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 LH1168  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 LH1168
 LH1168  HORZ ORDER  -  THIRD
 LH1168
 LH1168.The horizontal coordinates were established by classical geodetic methods
 LH1168.and adjusted by the National Geodetic Survey in August 1997..
 LH1168
 LH1168
 LH1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1168
 LH1168.The geoid height was determined by GEOID03.
 LH1168
 LH1168;                    North         East     Units Scale Factor Converg.
 LH1168;SPC NE       -    34,197.505   664,764.328   MT  0.99994596   +1 16 52.2
 LH1168;SPC KS N     -   198,882.207   394,309.985   MT  1.00007324   -0 02 32.0
 LH1168;UTM  14      - 4,442,018.527   579,517.467   MT  0.99967784   +0 36 05.3
 LH1168
 LH1168                          SUPERSEDED SURVEY CONTROL
 LH1168
 LH1168  NAD 83(1986)-  40 07 29.03249(N)    098 04 00.29729(W) AD(       ) 4
 LH1168  NAD 27      -  40 07 28.99300(N)    098 03 59.14800(W) AD(       ) 3
 LH1168
 LH1168.Superseded values are not recommended for survey control.
 LH1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1168.See file dsdata.txt to determine how the superseded data were derived.
 LH1168
 LH1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7951742019(NAD 83)
 LH1168_MARKER: 90 = CHURCH SPIRE
 LH1168
 LH1168  HISTORY     - Date     Condition        Report By
 LH1168  HISTORY     - 1947     FIRST OBSERVED   CGS
 LH1168
 LH1168                          STATION DESCRIPTION
 LH1168
 LH1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1168'IT IS LOCATED ABOUT 8 MILES NORTH OF SUPERIOR, 5 MILES SOUTH OF
 LH1168'NELSON, 1.0 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS NO. 14
 LH1168'AND NO. 3, AND 100 FEET EAST OF THE CENTER OF STATE HIGHWAY NO.
 LH1168'14.  IT IS ON THE WEST END OF A WHITE FRAME CHURCH BUILDING AND
 LH1168'HAS A CONE SHAPED ROOF WITH A CROSS AT ITS APEX.  THE OVERALL
 LH1168'HEIGHT IS ABOUT 60 FEET.  THE POINT OBSERVED UPON WAS THE CROSS
 LH1168'AT THE APEX OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2064 ***********************************************************************
 MK2064  DESIGNATION -  AMES
 MK2064  PID         -  MK2064
 MK2064  STATE/COUNTY-  NE/DODGE
 MK2064  USGS QUAD   -  MALMO NW (1968)
 MK2064
 MK2064                         *CURRENT SURVEY CONTROL
 MK2064  ___________________________________________________________________
 MK2064* NAD 83(1995)-  41 27 10.67166(N)    096 38 44.06404(W)     ADJUSTED  
 MK2064* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 MK2064  ___________________________________________________________________
 MK2064  LAPLACE CORR-          -6.98  (seconds)                    DEFLEC99
 MK2064  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 MK2064
 MK2064  HORZ ORDER  -  SECOND
 MK2064
 MK2064.The horizontal coordinates were established by classical geodetic methods
 MK2064.and adjusted by the National Geodetic Survey in August 1997..
 MK2064
 MK2064.The orthometric height was scaled from a topographic map.
 MK2064
 MK2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2064
 MK2064.The geoid height was determined by GEOID03.
 MK2064
 MK2064;                    North         East     Units Scale Factor Converg.
 MK2064;SPC NE       -   185,254.628   780,118.474   MT  0.99965902   +2 13 22.7
 MK2064;UTM  14      - 4,591,718.051   696,656.029   MT  1.00007596   +1 33 32.9
 MK2064
 MK2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2064!SPC NE       -   0.99994533  x   0.99965902  =   0.99960437
 MK2064!UTM  14      -   0.99994533  x   1.00007596  =   1.00002129
 MK2064
 MK2064:                Primary Azimuth Mark                     Grid Az
 MK2064:SPC NE       -  FREMONT                                  092 08 57.8
 MK2064:UTM  14      -  FREMONT                                  092 48 47.6
 MK2064
 MK2064|---------------------------------------------------------------------|
 MK2064| PID    Reference Object                     Distance      Geod. Az  |
 MK2064|                                                           dddmmss.s |
 MK2064| MK2056 FREMONT                             APPROX. 7.7 KM 0942220.5 |
 MK2064| CL6745 AMES RM 1                             9.274 METERS 26725     |
 MK2064| CL6746 AMES RM 2                            20.393 METERS 35021     |
 MK2064|---------------------------------------------------------------------|
 MK2064
 MK2064                          SUPERSEDED SURVEY CONTROL
 MK2064
 MK2064  NAD 83(1986)-  41 27 10.67980(N)    096 38 44.06528(W) AD(       ) 2
 MK2064  NAD 27      -  41 27 10.67210(N)    096 38 42.96460(W) AD(       ) 2
 MK2064
 MK2064.Superseded values are not recommended for survey control.
 MK2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2064.See file dsdata.txt to determine how the superseded data were derived.
 MK2064
 MK2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9665691718(NAD 83)
 MK2064_MARKER: DD = SURVEY DISK
 MK2064_SETTING: 0 = UNSPECIFIED SETTING
 MK2064
 MK2064  HISTORY     - Date     Condition        Report By
 MK2064  HISTORY     - 1967     MONUMENTED       USGS
 MK2064  HISTORY     - 1973     GOOD             NEDR
 MK2064
 MK2064                          STATION DESCRIPTION
 MK2064
 MK2064'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2064'THE STATION IS LOCATED ABOUT 1.0 MI W. OF AMES, T. 17 N., R. 7
 MK2064'E., NEAR THE QUARTER COR. SECS. 8 AND 17, 17 FT S. OF THE S. RAIL
 MK2064'OF A RR., 26 FT S., 27 FT W. OF THE CENTER OF RR. CROSSING (2
 MK2064'TRACKS), 11 FT N. OF TELEPHONE POLE, 10 FT N. OF USGS WITNESS
 MK2064'POST.  STAMPED ET AMES 1967.
 MK2064'
 MK2064'TO REACH THE STATION FROM THE CENTER OF AMES, AT A T-RD. N., GO W.
 MK2064'ALONG U.S. HWY. 30 FOR 1.0 MI TO A RR. CROSSING, TURN LEFT (S.)
 MK2064'AND GO ACROSS RR. TRACKS TO STATION ON THE RIGHT (W.)
 MK2064'
 MK2064'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLET CRIMPED
 MK2064'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2064'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 MK2064'
 MK2064'REFERENCE MARK 1 IS W. OF THE STATION, 28 FT S., 57 FT W. OF
 MK2064'CENTER OF RR. CROSSING, 21 FT S. OF S. RAIL STAMPED AMES NO 1
 MK2064'1967.
 MK2064'
 MK2064'REFERENCE MARK 2 IS N. OF THE STATION, 42 FT N., 37 FT W. OF
 MK2064'RR. CROSSING, 32 FT N. OF THE N. RAIL, STAMPED AMES NO 2 1967.
 MK2064'
 MK2064'AZIMUTH MARK - NONE SET.
 MK2064'
 MK2064'REFERENCE AZIMUTH, CROSS ON TOP OF CHURCH STEEPLE OF THE TRINITY
 MK2064'LUTHERAN CHURCH, LOCATED 1.0 MI E. AND 4.0 MI N. AMES.
 MK2064
 MK2064                          STATION RECOVERY (1973)
 MK2064
 MK2064'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1973 (HED)
 MK2064'REFER TO USC AND GS QUAD 410963 PAGE 1012.
 MK2064'
 MK2064'STATION WAS RECOVERED AS DESCRIBED.
 MK2064'
 MK2064'NEAREST TOWN--AMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0639 ***********************************************************************
 LH0639  DESIGNATION -  AMH X 1
 LH0639  PID         -  LH0639
 LH0639  STATE/COUNTY-  NE/BUFFALO
 LH0639  USGS QUAD   -  RIVERDALE (1962)
 LH0639
 LH0639                         *CURRENT SURVEY CONTROL
 LH0639  ___________________________________________________________________
 LH0639* NAD 83(1986)-  40 47 10.     (N)    099 10 05.     (W)     SCALED    
 LH0639* NAVD 88     -       666.967  (meters)    2188.21   (feet)  ADJUSTED  
 LH0639  ___________________________________________________________________
 LH0639  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 LH0639  DYNAMIC HT  -         666.591 (meters)    2186.97  (feet)  COMP
 LH0639  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 LH0639
 LH0639  VERT ORDER  -  SECOND    CLASS 0
 LH0639
 LH0639.The horizontal coordinates were scaled from a topographic map and have
 LH0639.an estimated accuracy of +/- 6 seconds.
 LH0639
 LH0639.The orthometric height was determined by differential leveling
 LH0639.and adjusted by the National Geodetic Survey in June 1991..
 LH0639
 LH0639.The geoid height was determined by GEOID03.
 LH0639
 LH0639.The dynamic height is computed by dividing the NAVD 88
 LH0639.geopotential number by the normal gravity value computed on the
 LH0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0639.degrees latitude (g = 980.6199 gals.).
 LH0639
 LH0639.The modeled gravity was interpolated from observed gravity values.
 LH0639
 LH0639;                    North         East    Units  Estimated Accuracy
 LH0639;SPC NE       -   106,120.      570,200.      MT  (+/- 180 meters Scaled)
 LH0639
 LH0639                          SUPERSEDED SURVEY CONTROL
 LH0639
 LH0639  NGVD 29 (??/??/92)  666.718  (m)         2187.39   (f) ADJ UNCH    2 0
 LH0639
 LH0639.Superseded values are not recommended for survey control.
 LH0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0639.See file dsdata.txt to determine how the superseded data were derived.
 LH0639
 LH0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML858150(NAD 83)
 LH0639_MARKER: DD = SURVEY DISK
 LH0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0639_STAMPING: AMH-X-1
 LH0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0639+STABILITY: SURFACE MOTION
 LH0639
 LH0639  HISTORY     - Date     Condition        Report By
 LH0639  HISTORY     - UNK      MONUMENTED       BOR
 LH0639  HISTORY     - 1950     GOOD             NGS
 LH0639  HISTORY     - 19930726 MARK NOT FOUND   NGS
 LH0639
 LH0639                          STATION DESCRIPTION
 LH0639
 LH0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LH0639'AT RIVERDALE.
 LH0639'AT RIVERDALE, AT THE NORTHWEST EDGE OF TOWN, 45.6 FEET SOUTH OF
 LH0639'THE CENTER LINE OF STATE HIGHWAY 40, 50.6 FEET EAST OF THE CENTER
 LH0639'LINE OF A NORTHWEST AND SOUTHEAST ROAD, 43.8 FEET NORTH OF THE
 LH0639'CENTER LINE OF THE UNION PACIFIC RAILROAD, SET IN THE TOP OF A
 LH0639'10 FOOT CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 LH0639
 LH0639                          STATION RECOVERY (1993)
 LH0639
 LH0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0630 ***********************************************************************
 LH0630  DESIGNATION -  AMH X 2
 LH0630  PID         -  LH0630
 LH0630  STATE/COUNTY-  NE/BUFFALO
 LH0630  USGS QUAD   -  AMHERST (1983)
 LH0630
 LH0630                         *CURRENT SURVEY CONTROL
 LH0630  ___________________________________________________________________
 LH0630* NAD 83(1986)-  40 49 36.     (N)    099 15 16.     (W)     SCALED    
 LH0630* NAVD 88     -       678.918  (meters)    2227.42   (feet)  ADJUSTED  
 LH0630  ___________________________________________________________________
 LH0630  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 LH0630  DYNAMIC HT  -         678.530 (meters)    2226.14  (feet)  COMP
 LH0630  MODELED GRAV-     980,031.1   (mgal)                       NAVD 88
 LH0630
 LH0630  VERT ORDER  -  SECOND    CLASS 0
 LH0630
 LH0630.The horizontal coordinates were scaled from a topographic map and have
 LH0630.an estimated accuracy of +/- 6 seconds.
 LH0630
 LH0630.The orthometric height was determined by differential leveling
 LH0630.and adjusted by the National Geodetic Survey in June 1991..
 LH0630
 LH0630.The geoid height was determined by GEOID03.
 LH0630
 LH0630.The dynamic height is computed by dividing the NAVD 88
 LH0630.geopotential number by the normal gravity value computed on the
 LH0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0630.degrees latitude (g = 980.6199 gals.).
 LH0630
 LH0630.The modeled gravity was interpolated from observed gravity values.
 LH0630
 LH0630;                    North         East    Units  Estimated Accuracy
 LH0630;SPC NE       -   110,560.      562,870.      MT  (+/- 180 meters Scaled)
 LH0630
 LH0630                          SUPERSEDED SURVEY CONTROL
 LH0630
 LH0630  NGVD 29 (??/??/92)  678.662  (m)         2226.58   (f) ADJ UNCH    2 0
 LH0630
 LH0630.Superseded values are not recommended for survey control.
 LH0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0630.See file dsdata.txt to determine how the superseded data were derived.
 LH0630
 LH0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML785195(NAD 83)
 LH0630_MARKER: DD = SURVEY DISK
 LH0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0630_STAMPING: AMH-X 2
 LH0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0630+STABILITY: SURFACE MOTION
 LH0630
 LH0630  HISTORY     - Date     Condition        Report By
 LH0630  HISTORY     - UNK      MONUMENTED       BOR
 LH0630  HISTORY     - 1950     GOOD             NGS
 LH0630
 LH0630                          STATION DESCRIPTION
 LH0630
 LH0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LH0630'6.3 MI NW FROM RIVERDALE.
 LH0630'6.3 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0630'RAILROAD STATION AT RIVERDALE, AT A Y ROAD JUNCTION, BETWEEN
 LH0630'THE HIGHWAY AND THE RAILROAD, 39.2 FEET NORTHEAST OF THE
 LH0630'NORTHEAST RAIL OF THE RAILROAD, 61.6 FEET WEST OF THE CENTER
 LH0630'LINE OF A ROAD LEADING SOUTH, 50.7 FEET SOUTHWEST OF THE CENTER
 LH0630'LINE OF THE HIGHWAY, 11.2 FEET WEST OF A TELEPHONE POLE, SET IN
 LH0630'THE TOP OF A 10 FOOT CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 LH0630'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0628 ***********************************************************************
 LH0628  DESIGNATION -  AMH X 3
 LH0628  PID         -  LH0628
 LH0628  STATE/COUNTY-  NE/BUFFALO
 LH0628  USGS QUAD   -  AMHERST (1983)
 LH0628
 LH0628                         *CURRENT SURVEY CONTROL
 LH0628  ___________________________________________________________________
 LH0628* NAD 83(1986)-  40 50 50.     (N)    099 15 17.     (W)     SCALED    
 LH0628* NAVD 88     -       709.159  (meters)    2326.63   (feet)  ADJUSTED  
 LH0628  ___________________________________________________________________
 LH0628  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 LH0628  DYNAMIC HT  -         708.755 (meters)    2325.31  (feet)  COMP
 LH0628  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 LH0628
 LH0628  VERT ORDER  -  SECOND    CLASS 0
 LH0628
 LH0628.The horizontal coordinates were scaled from a topographic map and have
 LH0628.an estimated accuracy of +/- 6 seconds.
 LH0628
 LH0628.The orthometric height was determined by differential leveling
 LH0628.and adjusted by the National Geodetic Survey in June 1991..
 LH0628
 LH0628.The geoid height was determined by GEOID03.
 LH0628
 LH0628.The dynamic height is computed by dividing the NAVD 88
 LH0628.geopotential number by the normal gravity value computed on the
 LH0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0628.degrees latitude (g = 980.6199 gals.).
 LH0628
 LH0628.The modeled gravity was interpolated from observed gravity values.
 LH0628
 LH0628;                    North         East    Units  Estimated Accuracy
 LH0628;SPC NE       -   112,840.      562,830.      MT  (+/- 180 meters Scaled)
 LH0628
 LH0628                          SUPERSEDED SURVEY CONTROL
 LH0628
 LH0628  NGVD 29 (??/??/92)  708.901  (m)         2325.79   (f) ADJ UNCH    2 0
 LH0628
 LH0628.Superseded values are not recommended for survey control.
 LH0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0628.See file dsdata.txt to determine how the superseded data were derived.
 LH0628
 LH0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML785218(NAD 83)
 LH0628_MARKER: DB = BENCH MARK DISK
 LH0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0628_STAMPING: AMH-X-3
 LH0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0628+STABILITY: SURFACE MOTION
 LH0628
 LH0628  HISTORY     - Date     Condition        Report By
 LH0628  HISTORY     - UNK      MONUMENTED       BOR
 LH0628  HISTORY     - 1950     GOOD             NGS
 LH0628
 LH0628                          STATION DESCRIPTION
 LH0628
 LH0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LH0628'8.4 MI NW FROM RIVERDALE.
 LH0628'7.2 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION
 LH0628'PACIFIC RAILROAD STATION AT RIVERDALE, THENCE 1.2 MILES NORTH
 LH0628'ALONG A DIRT ROAD, AT A ROAD JUNCTION, 40 FEET WEST OF THE CENTER
 LH0628'LINE OF THE NORTH-SOUTH ROAD, 13.6 FEET SOUTH OF THE CENTER
 LH0628'LINE OF A FIELD ROAD LEADING WEST, 5.7 FEET SOUTHWEST OF A FENCE
 LH0628'CORNER, AND SET IN THE TOP OF A 10-FOOT CONCRETE POST WHICH
 LH0628'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0563 ***********************************************************************
 LH0563  DESIGNATION -  AMH X 4
 LH0563  PID         -  LH0563
 LH0563  STATE/COUNTY-  NE/BUFFALO
 LH0563  USGS QUAD   -  AMHERST (1983)
 LH0563
 LH0563                         *CURRENT SURVEY CONTROL
 LH0563  ___________________________________________________________________
 LH0563* NAD 83(1986)-  40 48 54.     (N)    099 19 38.     (W)     SCALED    
 LH0563* NAVD 88     -       717.653  (meters)    2354.50   (feet)  ADJUSTED  
 LH0563  ___________________________________________________________________
 LH0563  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 LH0563  DYNAMIC HT  -         717.240 (meters)    2353.14  (feet)  COMP
 LH0563  MODELED GRAV-     980,026.1   (mgal)                       NAVD 88
 LH0563
 LH0563  VERT ORDER  -  SECOND    CLASS 0
 LH0563
 LH0563.The horizontal coordinates were scaled from a topographic map and have
 LH0563.an estimated accuracy of +/- 6 seconds.
 LH0563
 LH0563.The orthometric height was determined by differential leveling
 LH0563.and adjusted by the National Geodetic Survey in June 1991..
 LH0563
 LH0563.The geoid height was determined by GEOID03.
 LH0563
 LH0563.The dynamic height is computed by dividing the NAVD 88
 LH0563.geopotential number by the normal gravity value computed on the
 LH0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0563.degrees latitude (g = 980.6199 gals.).
 LH0563
 LH0563.The modeled gravity was interpolated from observed gravity values.
 LH0563
 LH0563;                    North         East    Units  Estimated Accuracy
 LH0563;SPC NE       -   109,210.      556,750.      MT  (+/- 180 meters Scaled)
 LH0563
 LH0563                          SUPERSEDED SURVEY CONTROL
 LH0563
 LH0563  NGVD 29 (??/??/92)  717.392  (m)         2353.64   (f) ADJ UNCH    2 0
 LH0563
 LH0563.Superseded values are not recommended for survey control.
 LH0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0563.See file dsdata.txt to determine how the superseded data were derived.
 LH0563
 LH0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML724182(NAD 83)
 LH0563_MARKER: DB = BENCH MARK DISK
 LH0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0563_STAMPING: AMH X-4
 LH0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0563+STABILITY: SURFACE MOTION
 LH0563
 LH0563  HISTORY     - Date     Condition        Report By
 LH0563  HISTORY     - UNK      MONUMENTED       BOR
 LH0563  HISTORY     - 1950     GOOD             NGS
 LH0563
 LH0563                          STATION DESCRIPTION
 LH0563
 LH0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LH0563'4.3 MI NW FROM RIVERDALE.
 LH0563'4.3 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION
 LH0563'PACIFIC RAILROAD STATION AT RIVERDALE, THENCE 5.1 MILES WEST
 LH0563'ALONG A COUNTY ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE
 LH0563'ROAD, 4 FEET SOUTH OF A FENCE, 0.2 MILE EAST OF A ROAD
 LH0563'INTERSECTION, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0563'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1335 ***********************************************************************
 LH1335  DESIGNATION -  AMHERST
 LH1335  PID         -  LH1335
 LH1335  STATE/COUNTY-  NE/BUFFALO
 LH1335  USGS QUAD   -  AMHERST (1983)
 LH1335
 LH1335                         *CURRENT SURVEY CONTROL
 LH1335  ___________________________________________________________________
 LH1335* NAD 83(1995)-  40 48 55.68141(N)    099 17 26.49902(W)     ADJUSTED  
 LH1335* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 LH1335  ___________________________________________________________________
 LH1335  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 LH1335  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 LH1335
 LH1335  HORZ ORDER  -  THIRD
 LH1335
 LH1335.The horizontal coordinates were established by classical geodetic methods
 LH1335.and adjusted by the National Geodetic Survey in August 1997..
 LH1335
 LH1335.The orthometric height was scaled from a topographic map.
 LH1335
 LH1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1335
 LH1335.The geoid height was determined by GEOID03.
 LH1335
 LH1335;                    North         East     Units Scale Factor Converg.
 LH1335;SPC NE       -   109,289.431   559,826.917   MT  0.99973064   +0 28 12.2
 LH1335;UTM  14      - 4,518,313.134   475,484.102   MT  0.99960740   -0 11 24.0
 LH1335
 LH1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1335!SPC NE       -   0.99989239  x   0.99973064  =   0.99962306
 LH1335!UTM  14      -   0.99989239  x   0.99960740  =   0.99949983
 LH1335
 LH1335:                Primary Azimuth Mark                     Grid Az
 LH1335:SPC NE       -  AMHERST AZ MK                            090 27 43.3
 LH1335:UTM  14      -  AMHERST AZ MK                            091 07 19.5
 LH1335
 LH1335|---------------------------------------------------------------------|
 LH1335| PID    Reference Object                     Distance      Geod. Az  |
 LH1335|                                                           dddmmss.s |
 LH1335| CN8569 AMHERST AZ MK                                      0905555.5 |
 LH1335| CN8570 AMHERST RM 1                         18.285 METERS 17927     |
 LH1335| CN8571 AMHERST RM 2                         15.820 METERS 27143     |
 LH1335|---------------------------------------------------------------------|
 LH1335
 LH1335                          SUPERSEDED SURVEY CONTROL
 LH1335
 LH1335  NAD 83(1986)-  40 48 55.68839(N)    099 17 26.50122(W) AD(       ) 3
 LH1335  NAD 27      -  40 48 55.65100(N)    099 17 25.15300(W) AD(       ) 3
 LH1335
 LH1335.Superseded values are not recommended for survey control.
 LH1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1335.See file dsdata.txt to determine how the superseded data were derived.
 LH1335
 LH1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7548418313(NAD 83)
 LH1335_MARKER: DS = TRIANGULATION STATION DISK
 LH1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1335_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1335
 LH1335  HISTORY     - Date     Condition        Report By
 LH1335  HISTORY     - 1950     MONUMENTED       CGS
 LH1335
 LH1335                          STATION DESCRIPTION
 LH1335
 LH1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1335'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF AMHERST ON
 LH1335'RIGHT OF WAY OF GRAVEL ROAD.  STATION IS 34 FEET NORTH OF THE
 LH1335'APPROXIMATE CENTERLINE OF ROAD, 10 FEET SOUTHEAST OF TELEPHONE POLE
 LH1335'WITH TRIANGLE BLAZE, 5 FEET SOUTHEAST OF WITNESS POST AND 3 FEET
 LH1335'SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 LH1335'STAMPED AMHERST 1950.
 LH1335'
 LH1335'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 LH1335'OF ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 6
 LH1335'INCHES AND THE DISK IS STAMPED AMHERST NO 1 1950.
 LH1335'
 LH1335'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF THE APPROXIMATE
 LH1335'CENTERLINE OF ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 LH1335'ABOUT 6 INCHES AND THE DISK IS STAMPED AMHERST NO 2 1950.
 LH1335'
 LH1335'AZIMUTH MARK IS 38 FOOT SOUTH OF THE APPROXIMATE CENTERLINE OF
 LH1335'ROAD, 26 FEET WEST OF TELEPHONE POLE AND 2 FEET WEST OF WITNESS
 LH1335'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LH1335'AMHERST 1950.
 LH1335'
 LH1335'TO REACH FROM THE RAILROAD DEPOT IN AMHERST GO NORTHWEST ON
 LH1335'STATE ROUTE 40 FOR 0.1 MILE TO CROSSROADS.  TURN LEFT AND GO SOUTH
 LH1335'ON GRAVEL ROAD FOR 1.5 MILES TO CROSSROADS.  TURN RIGHT AND GO
 LH1335'WEST FOR 0.05 MILE TO AZIMUTH MARK ON LEFT ON TOP OF CUT BANK.
 LH1335'CONTINUE WEST FOR 0.75 MILE TO STATION ON RIGHT OR NORTH SIDE OF
 LH1335'ROAD AS DESCRIBED.
 LH1335'
 LH1335'A 74 FOOT SIGNAL AT RUSCO IS V.G.
 LH1335'
 LH1335'A 4 FOOT SIGNAL AT STATION RIVERDALE IS V.G.
 LH1335'
 LH1335'A 74 FOOT SIGNAL AT STATION ODESSA IS V.G.
 LH1335'
 LH1335'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1948 ***********************************************************************
 MK1948  DESIGNATION -  ANDERSON
 MK1948  PID         -  MK1948
 MK1948  STATE/COUNTY-  NE/BOONE
 MK1948  USGS QUAD   -  NEWMAN GROVE (1985)
 MK1948
 MK1948                         *CURRENT SURVEY CONTROL
 MK1948  ___________________________________________________________________
 MK1948* NAD 83(1995)-  41 41 05.86058(N)    097 49 53.34117(W)     ADJUSTED  
 MK1948* NAVD 88     -       582.6    (meters)    1911.     (feet)  VERTCON   
 MK1948  ___________________________________________________________________
 MK1948  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 MK1948  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 MK1948
 MK1948  HORZ ORDER  -  FIRST
 MK1948
 MK1948.The horizontal coordinates were established by classical geodetic methods
 MK1948.and adjusted by the National Geodetic Survey in August 1997..
 MK1948
 MK1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1948
 MK1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1948
 MK1948.The geoid height was determined by GEOID03.
 MK1948
 MK1948;                    North         East     Units Scale Factor Converg.
 MK1948;SPC NE       -   207,841.186   680,466.998   MT  0.99966346   +1 26 13.4
 MK1948;UTM  14      - 4,615,458.352   597,250.398   MT  0.99971638   +0 46 37.8
 MK1948
 MK1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1948!SPC NE       -   0.99991247  x   0.99966346  =   0.99957596
 MK1948!UTM  14      -   0.99991247  x   0.99971638  =   0.99962887
 MK1948
 MK1948|---------------------------------------------------------------------|
 MK1948| PID    Reference Object                     Distance      Geod. Az  |
 MK1948|                                                           dddmmss.s |
 MK1948| CN8575 ANDERSON RM 1                        27.097 METERS 12206     |
 MK1948| MK1952 ST EDWARDS CORNHUSKER REA MAST      APPROX.13.8 KM 1594840.0 |
 MK1948| CN8577 ANDERSON RM 3 AZIMUTH                              1770325.2 |
 MK1948| CN8576 ANDERSON RM 2                        22.972 METERS 23137     |
 MK1948| ML1036 ALBION CORNHUSKER REA RAD MAST      APPROX.14.5 KM 2642926.3 |
 MK1948| MK1954 ALBION TV STA KHQL MAST             APPROX. 3.9 KM 2645524.6 |
 MK1948|---------------------------------------------------------------------|
 MK1948
 MK1948                          SUPERSEDED SURVEY CONTROL
 MK1948
 MK1948  NAD 83(1986)-  41 41 05.86902(N)    097 49 53.34728(W) AD(       ) 1
 MK1948  NAD 27      -  41 41 05.82877(N)    097 49 52.14717(W) AD(       ) 1
 MK1948  NGVD 29 (07/19/86)  582.4    (m)         1911.     (f) VERT ANG       
 MK1948
 MK1948.Superseded values are not recommended for survey control.
 MK1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1948.See file dsdata.txt to determine how the superseded data were derived.
 MK1948
 MK1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9725015458(NAD 83)
 MK1948_MARKER: DS = TRIANGULATION STATION DISK
 MK1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1948
 MK1948  HISTORY     - Date     Condition        Report By
 MK1948  HISTORY     - 1972     MONUMENTED       NGS
 MK1948
 MK1948                          STATION DESCRIPTION
 MK1948
 MK1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MK1948'THE STATION IS LOCATED ABOUT 9 MILES EAST OF ALBION, 6 MILES
 MK1948'NORTHEAST OF BOONE, 5.5 MILES NORTHWEST OF ROSENBURG, JUST WEST
 MK1948'OF THE BOONE-PLATTE COUNTY LINE AND ON PROPERTY OWNED BY MR. ELMER
 MK1948'ANDERSON, ST. EDWARD, PHONE NUMBER 678-2768.
 MK1948'
 MK1948'TO REACH THE STATION FROM THE POST OFFICE IN ALBION GO SOUTH ON
 MK1948'THIRD STREET FOR 0.5 MILE TO A CROSS STREET.  TURN LEFT AND GO
 MK1948'EAST ON STATE STREET FOR 0.25 MILE TO THE JUNCTION OF STATE
 MK1948'HIGHWAYS 14,39 AND 91.  TURN LEFT AND GO NORTH STATE HIGHWAYS 39
 MK1948'AND 91 FOR 8.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 MK1948'THE GRAVELED ROAD FOR 1.0 MILES TO A CROSSROAD.  (TO REACH
 MK1948'REFERENCE MARK 3 CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.4
 MK1948'MILE TO THE MARK ON THE RIGHT.) TURN RIGHT AND GO WEST FOR
 MK1948'ABOUT 200 FEET TO A GATE ON THE RIGHT.  TURN RIGHT, PASS
 MK1948'THROUGH THE GATE AND GO NORTH FOR ABOUT 50 FEET TO THE STATION ON
 MK1948'THE LEFT.
 MK1948'
 MK1948'THE STATION MARKS ARE STANDARD DISKS STAMPED ANDERSON 1972, THE
 MK1948'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 MK1948'IS 10-INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  THE
 MK1948'UNDERGROUND DISK WAS SET ABOUT 42-INCHES BELOW THE GROUND
 MK1948'SURFACE.  IT IS 90 FEET NORTHWEST OF A TELEPHONE POLE, 76 FEET
 MK1948'EAST-NORTHEAST OF A TELEPHONE POLE AND 55 FEET NORTHEAST OF THE
 MK1948'EAST GATE POST OF A GATE.
 MK1948'
 MK1948'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ANDERSON NO 1 1972,
 MK1948'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 MK1948'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 105 FEET
 MK1948'EAST-SOUTHEAST OF THE EAST GATE POST OF A GATE, 33 FEET NORTH OF
 MK1948'THE CENTER OF A GRAVELED ROAD AND 1 FOOT NORTH OF A TELEPHONE
 MK1948'POLE.
 MK1948'
 MK1948'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ANDERSON NO 2 1972,
 MK1948'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 MK1948'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET
 MK1948'NORTH OF THE CENTER OF THE GRAVELED ROAD, 13 FEET WEST OF THE
 MK1948'WEST GATE POST OF A GATE AND 1 FOOT NORTHEAST OF A TELEPHONE
 MK1948'POLE.
 MK1948'
 MK1948'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ANDERSON NO 3 1972,
 MK1948'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 MK1948'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET
 MK1948'WEST OF THE CENTER OF A GRAVELED ROAD, 1 FOOT NORTH OF A TELEPHONE
 MK1948'POLE AND 1 FOOT EAST OF A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0493 ***********************************************************************
 MN0493  DESIGNATION -  ANDERSON
 MN0493  PID         -  MN0493
 MN0493  STATE/COUNTY-  NE/CHEYENNE
 MN0493  USGS QUAD   -  FAIRCHILD RANCH (1972)
 MN0493
 MN0493                         *CURRENT SURVEY CONTROL
 MN0493  ___________________________________________________________________
 MN0493* NAD 83(1995)-  41 22 39.15454(N)    102 51 32.89981(W)     ADJUSTED  
 MN0493* NAVD 88     -      1284.     (meters)    4213.     (feet)  SCALED    
 MN0493  ___________________________________________________________________
 MN0493  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 MN0493  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 MN0493
 MN0493  HORZ ORDER  -  SECOND
 MN0493
 MN0493.The horizontal coordinates were established by classical geodetic methods
 MN0493.and adjusted by the National Geodetic Survey in August 1997..
 MN0493
 MN0493.The orthometric height was scaled from a topographic map.
 MN0493
 MN0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0493
 MN0493.The geoid height was determined by GEOID03.
 MN0493
 MN0493;                    North         East     Units Scale Factor Converg.
 MN0493;SPC NE       -   175,399.330   260,948.335   MT  0.99966109   -1 53 41.1
 MN0493;UTM  13      - 4,582,880.689   679,023.726   MT  0.99999444   +1 24 55.9
 MN0493
 MN0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0493!SPC NE       -   0.99980181  x   0.99966109  =   0.99946296
 MN0493!UTM  13      -   0.99980181  x   0.99999444  =   0.99979625
 MN0493
 MN0493:                Primary Azimuth Mark                     Grid Az
 MN0493:SPC NE       -  ANDERSON AZ MK                           005 26 01.4
 MN0493:UTM  13      -  ANDERSON AZ MK                           002 07 24.4
 MN0493
 MN0493|---------------------------------------------------------------------|
 MN0493| PID    Reference Object                     Distance      Geod. Az  |
 MN0493|                                                           dddmmss.s |
 MN0493| CP7294 ANDERSON AZ MK                                     0033220.3 |
 MN0493| CP7295 ANDERSON RM 1                        71.183 METERS 01655     |
 MN0493| MN0498 GURLEY PLATTE PLINE CO RAD MST      APPROX. 6.3 KM 1924007.1 |
 MN0493| CP7296 ANDERSON RM 2                        72.555 METERS 33826     |
 MN0493|---------------------------------------------------------------------|
 MN0493
 MN0493                          SUPERSEDED SURVEY CONTROL
 MN0493
 MN0493  NAD 83(1995)-  41 22 39.15434(N)    102 51 32.89998(W) AD(       ) 2
 MN0493  NAD 83(1986)-  41 22 39.14818(N)    102 51 32.90226(W) AD(       ) 2
 MN0493  NAD 27      -  41 22 39.21740(N)    102 51 31.17640(W) AD(       ) 2
 MN0493
 MN0493.Superseded values are not recommended for survey control.
 MN0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0493.See file dsdata.txt to determine how the superseded data were derived.
 MN0493
 MN0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7902482881(NAD 83)
 MN0493_MARKER: DS = TRIANGULATION STATION DISK
 MN0493_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MN0493
 MN0493  HISTORY     - Date     Condition        Report By
 MN0493  HISTORY     - 1963     MONUMENTED       CGS
 MN0493
 MN0493                          STATION DESCRIPTION
 MN0493
 MN0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0493'THE STATION IS LOCATED 7-1/2 MILES NORTHEAST OF GURLEY, 6-1/2
 MN0493'MILES EAST-SOUTHEAST OF DALTON, ON THE WEST SIDE OF A NORTH-SOUTH
 MN0493'GRAVELED ROAD, IN A CULTIVATED FIELD, ON PROPERTY OWNED BY
 MN0493'MRS. MARY ANDERSON.
 MN0493'
 MN0493'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DALTON,
 MN0493'0.05 MILE WEST OF THE POST OFFICE, GO SOUTH ON U.S. HIGHWAY
 MN0493'385 FOR 0.9 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 MN0493'GRAVELED ROAD FOR 6.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 MN0493'AND GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD
 MN0493'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 MN0493'STRAIGHT AHEAD AND GO SOUTH FOR 0.25 MILE TO THE STATION ON
 MN0493'THE RIGHT AS DESCRIBED.
 MN0493'
 MN0493'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A MASS
 MN0493'OF CONCRETE WHICH IS 15 INCHES BELOW THE SURFACE OF THE GROUND
 MN0493'AND IS STAMPED ANDERSON 1963.  IT IS 32 FEET WEST OF THE CENTER
 MN0493'OF A NORTH-SOUTH GRAVELED ROAD AND 4 FEET NORTH-NORTHEAST OF
 MN0493'A TEMPORARY FENCE CORNER.
 MN0493'
 MN0493'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0493'12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS
 MN0493'STAMPED ANDERSON NO 1 1963.  IT IS 34 FEET EAST OF THE CENTER
 MN0493'OF A NORTH-SOUTH GRAVELED ROAD AND 1 FOOT SOUTH OF A POWER POLE.
 MN0493'
 MN0493'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0493'12-INCH CONCRETE CYLINDER WHICH PROJECTS 10 INCHES AND IS
 MN0493'STAMPED ANDERSON NO 2 1963.  IT IS 122 FEET WEST OF THE
 MN0493'CENTER OF A GRAVELED ROAD, 1-1/2 FEET SOUTH-SOUTHWEST OF A
 MN0493'POWER POLE AND 1.2 FEET SOUTHWEST OF A METAL WITNESS POST.
 MN0493'
 MN0493'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0493'12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS
 MN0493'STAMPED ANDERSON 1963.  IT IS 154-1/2 FEET NORTH OF THE
 MN0493'CENTER OF AN EAST-WEST GRAVELED ROAD, 41 FEET EAST OF THE
 MN0493'CENTER OF A NORTH-SOUTH GRAVELED ROAD, 1.4 FEET SOUTHEAST
 MN0493'OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A POWER POLE.
 MN0493'
 MN0493'NOTE--ALL MARKS ARE SLOPE DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1111 ***********************************************************************
 LH1111  DESIGNATION -  ANDERSON
 LH1111  PID         -  LH1111
 LH1111  STATE/COUNTY-  NE/ADAMS
 LH1111  USGS QUAD   -  TRUMBULL (1969)
 LH1111
 LH1111                         *CURRENT SURVEY CONTROL
 LH1111  ___________________________________________________________________
 LH1111* NAD 83(1995)-  40 40 10.29519(N)    098 18 06.07456(W)     ADJUSTED  
 LH1111* NAVD 88     -       581.     (meters)    1906.     (feet)  SCALED    
 LH1111  ___________________________________________________________________
 LH1111  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 LH1111  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 LH1111
 LH1111  HORZ ORDER  -  SECOND
 LH1111
 LH1111.The horizontal coordinates were established by classical geodetic methods
 LH1111.and adjusted by the National Geodetic Survey in August 1997..
 LH1111
 LH1111.The orthometric height was scaled from a topographic map.
 LH1111
 LH1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1111
 LH1111.The geoid height was determined by GEOID03.
 LH1111
 LH1111;                    North         East     Units Scale Factor Converg.
 LH1111;SPC NE       -    94,251.559   643,556.057   MT  0.99976425   +1 07 31.7
 LH1111;UTM  14      - 4,502,306.821   559,021.738   MT  0.99964288   +0 27 18.4
 LH1111
 LH1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1111!SPC NE       -   0.99991281  x   0.99976425  =   0.99967708
 LH1111!UTM  14      -   0.99991281  x   0.99964288  =   0.99955572
 LH1111
 LH1111|---------------------------------------------------------------------|
 LH1111| PID    Reference Object                     Distance      Geod. Az  |
 LH1111|                                                           dddmmss.s |
 LH1111| CN8573 ANDERSON RM 1                        34.668 METERS 23638     |
 LH1111| CN8572 ANDERSON AZ MK                                     2674213.2 |
 LH1111| CN8574 ANDERSON RM 2                        17.075 METERS 28403     |
 LH1111|---------------------------------------------------------------------|
 LH1111
 LH1111                          SUPERSEDED SURVEY CONTROL
 LH1111
 LH1111  NAD 83(1986)-  40 40 10.30267(N)    098 18 06.07523(W) AD(       ) 2
 LH1111  NAD 27      -  40 40 10.25600(N)    098 18 04.86900(W) AD(       ) 2
 LH1111
 LH1111.Superseded values are not recommended for survey control.
 LH1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1111.See file dsdata.txt to determine how the superseded data were derived.
 LH1111
 LH1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5902202307(NAD 83)
 LH1111_MARKER: DS = TRIANGULATION STATION DISK
 LH1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1111
 LH1111  HISTORY     - Date     Condition        Report By
 LH1111  HISTORY     - 1951     MONUMENTED       CGS
 LH1111  HISTORY     - 1988     GOOD             USAF
 LH1111  HISTORY     - 20060111 POOR             INDIV
 LH1111
 LH1111                          STATION DESCRIPTION
 LH1111
 LH1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1111'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHEAST OF HASTINGS AND
 LH1111'ABOUT 1.5 MILES SOUTHWEST OF TRUMBULL ON THE ROAD RIGHT-OF-WAY,
 LH1111'JUST SOUTH OF A LARGE GROVE OF TREES, 30 FEET NORTH OF THE CENTER
 LH1111'OF AN EAST-WEST ROAD, 16 FEET WEST OF A TELEPHONE POLE AND 2
 LH1111'FEET WEST OF A WITNESS POST.  IT IS STAMPED ANDERSON 1951 AND
 LH1111'PROJECTS 3 INCHES.
 LH1111'
 LH1111'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 57 FEET WEST OF
 LH1111'THE CENTER OF A DRIVEWAY INTO FARMYARD, 30 FEET SOUTH OF THE
 LH1111'CENTER OF AN EAST-WEST ROAD AND 1 FOOT NORTH OF A POWER LINE POLE.
 LH1111'IT IS STAMPED ANDERSON NO 1 1951 AND PROJECTS 4 INCHES.
 LH1111'
 LH1111'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 35 FEET NORTH
 LH1111'OF THE CENTER OF AN EAST-WEST ROAD.  IT IS STAMPED ANDERSON NO
 LH1111'2 1951 AND PROJECTS 4 INCHES.
 LH1111'
 LH1111'THE DISTANCE BETWEEN R.M. NO. 1 AN R.M. NO. 2 IS 86.37 FEET.
 LH1111'
 LH1111'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET SOUTH OF THE
 LH1111'CENTER OF AN EAST-WEST ROAD, 1 FOOT EAST OF A WITNESS POST, 1 FOOT
 LH1111'NORTHWEST OF THE WEST END OF A WIRE GATE AND 1 FOOT NORTH OF AN
 LH1111'EAST-WEST FENCE LINE.  IT IS STAMPED ANDERSON 1951 AND PROJECTS
 LH1111'3 INCHES.
 LH1111'
 LH1111'TO REACH THE STATION FROM THE POST OFFICE IN TRUMBULL, GO WEST
 LH1111'FOR 0.3 MILE TO A T INTERSECTION, TURN LEFT AND GO SOUTH ON GRAVELED
 LH1111'ROAD FOR 0.7 MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON
 LH1111'GRAVELED ROAD FOR 1.25 MILES TO A DRIVEWAY INTO FARMYARD ON LEFT
 LH1111'AND STATION ON RIGHT AS DESCRIBED.
 LH1111'
 LH1111'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1111
 LH1111                          STATION RECOVERY (1988)
 LH1111
 LH1111'RECOVERY NOTE BY US AIR FORCE 1988 (WJ)
 LH1111'RECOVERED IN GOOD CONDITION.
 LH1111
 LH1111                          STATION RECOVERY (2006)
 LH1111
 LH1111'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JLB)
 LH1111'FOUND THE STATIONS CONCRETE CYLINDER.  THE STATION DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0477 ***********************************************************************
 LJ0477  DESIGNATION -  ANGLE
 LJ0477  PID         -  LJ0477
 LJ0477  STATE/COUNTY-  NE/HAYES
 LJ0477  USGS QUAD   -  CAMP HAYES LAKE NE (1956)
 LJ0477
 LJ0477                         *CURRENT SURVEY CONTROL
 LJ0477  ___________________________________________________________________
 LJ0477* NAD 83(1995)-  40 40 14.30886(N)    100 50 51.47169(W)     ADJUSTED  
 LJ0477* NAVD 88     -       978.     (meters)    3209.     (feet)  SCALED    
 LJ0477  ___________________________________________________________________
 LJ0477  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 LJ0477  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 LJ0477
 LJ0477  HORZ ORDER  -  SECOND
 LJ0477
 LJ0477.The horizontal coordinates were established by classical geodetic methods
 LJ0477.and adjusted by the National Geodetic Survey in August 1997..
 LJ0477
 LJ0477.The orthometric height was scaled from a topographic map.
 LJ0477
 LJ0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0477
 LJ0477.The geoid height was determined by GEOID03.
 LJ0477
 LJ0477;                    North         East     Units Scale Factor Converg.
 LJ0477;SPC NE       -    93,316.584   428,348.656   MT  0.99976396   -0 33 42.2
 LJ0477;UTM  14      - 4,503,837.438   343,836.347   MT  0.99990018   -1 12 15.7
 LJ0477
 LJ0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0477!SPC NE       -   0.99985014  x   0.99976396  =   0.99961413
 LJ0477!UTM  14      -   0.99985014  x   0.99990018  =   0.99975033
 LJ0477
 LJ0477|---------------------------------------------------------------------|
 LJ0477| PID    Reference Object                     Distance      Geod. Az  |
 LJ0477|                                                           dddmmss.s |
 LJ0477| CN8582 ANGLE RM 1                           23.537 METERS 00116     |
 LJ0477| CN8581 ANGLE AZ MK                                        0920057.8 |
 LJ0477| CN8583 ANGLE RM 2                           17.220 METERS 26206     |
 LJ0477|---------------------------------------------------------------------|
 LJ0477
 LJ0477                          SUPERSEDED SURVEY CONTROL
 LJ0477
 LJ0477  NAD 83(1986)-  40 40 14.31268(N)    100 50 51.47868(W) AD(       ) 2
 LJ0477  NAD 27      -  40 40 14.27204(N)    100 50 49.93515(W) AD(       ) 2
 LJ0477
 LJ0477.Superseded values are not recommended for survey control.
 LJ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0477.See file dsdata.txt to determine how the superseded data were derived.
 LJ0477
 LJ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4383603837(NAD 83)
 LJ0477_MARKER: DS = TRIANGULATION STATION DISK
 LJ0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0477
 LJ0477  HISTORY     - Date     Condition        Report By
 LJ0477  HISTORY     - 1951     MONUMENTED       CGS
 LJ0477  HISTORY     - 1954     SEE DESCRIPTION  USGS
 LJ0477  HISTORY     - 1973     MARK NOT FOUND   USGS
 LJ0477
 LJ0477                          STATION DESCRIPTION
 LJ0477
 LJ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0477'THE STATION IS LOCATED ABOUT 12.0 MILES WEST OF MAYWOOD, 8.0
 LJ0477'MILES SOUTHWEST OF WELLFLEET AND ON THE NORTH RIGHT-OF-WAY OF
 LJ0477'AN EAST-WEST GRADED ROAD AT A FENCE CORNER.  IT IS 29.0 FEET
 LJ0477'NORTH OF THE CENTER OF AN EAST-WEST GRADED ROAD AND 10.0 FEET
 LJ0477'SOUTH OF A FENCE CORNER.  IT PROJECTS 4 INCHES AND IS STAMPED
 LJ0477'ANGLE 1951.
 LJ0477'
 LJ0477'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE.  IT
 LJ0477'PROJECTS 3 INCHES AND IS STAMPED ANGLE NO 1 1951.
 LJ0477'
 LJ0477'REFERENCE MARK NO. 2 IS 23.0 FEET NORTH OF THE CENTER OF AN
 LJ0477'EAST-WEST GRADED ROAD AND SET IN AN EAST-WEST FENCE LINE.
 LJ0477'IT PROJECTS 4 INCHES AND IS STAMPED ANGLE NO 2 1951.
 LJ0477'
 LJ0477'THE DISTANCE BETWEEN REFERENCE MARKS IS 102.7 FEET.
 LJ0477'
 LJ0477'THE AZIMUTH MARK IS 35.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LJ0477'GRADED ROAD, 2.0 FEET NORTH OF AN EAST-WEST FENCE LINE AND ON A
 LJ0477'HIGH HILL JUST NORTH OF A SMALL POND.  IT PROJECTS 3 INCHES
 LJ0477'AND IS STAMPED ANGLE 1951.
 LJ0477'
 LJ0477'TO REACH THE STATION FROM THE DEPOT IN WELLFLEET, GO SOUTHWEST
 LJ0477'ON THE MAIN GRADED ROAD FOR 6.5 MILES TO FARM BUILDINGS ON
 LJ0477'THE LEFT AND A T ROAD SOUTH.  TURN LEFT, SOUTH, ON A GRADED ROAD
 LJ0477'FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT, WEST, ON A GRADED
 LJ0477'ROAD FOR 2.2 MILES TO THE TOP OF A HILL AND THE AZIMUTH MARK ON
 LJ0477'THE LEFT AS DESCRIBED.  CONTINUE WEST FOR 0.3 MILE TO A FENCE
 LJ0477'CORNER AND THE STATION ON THE RIGHT AS DESCRIBED.
 LJ0477'
 LJ0477'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LJ0477
 LJ0477                          STATION RECOVERY (1954)
 LJ0477
 LJ0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LJ0477'THE ENTIRE AREA FOR 1/4 MILE AROUND STATION HAS BEEN COVERED
 LJ0477'WITH SAND FROM 1-3 FOOT DEEP.
 LJ0477'
 LJ0477'REFERENCE MARK 1 FOUND AS DESCRIBED IN FENCE LINE, UNDER
 LJ0477'ABOUT 18 INCHES OF SAND.
 LJ0477'
 LJ0477'REFERENCE MARK 2 COULD NOT BE FOUND.  AZIMUTH MARK OKAY.
 LJ0477'
 LJ0477'THE STATION ITSELF FOUND AFTER MUCH DIGGING UNDER 2 FEET
 LJ0477'OF SAND, 10 FEET SOUTH AND 4 FEET W OF FENCE CORNER POST.
 LJ0477'TOP OF POST PROJECTS ABOUT 4 INCHES ABOVE SAND.
 LJ0477
 LJ0477                          STATION RECOVERY (1973)
 LJ0477
 LJ0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LJ0477'STATION MARK NOT FOUND AFTER SEARCH.  MUCH BLOWN SAND IN AREA.
 LJ0477'
 LJ0477'REFERENCE MARKS 1 AND 2 NOT FOUND.
 LJ0477'
 LJ0477'AZIMUTH MARK FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0366 ***********************************************************************
 MM0366  DESIGNATION -  ANSELMO LARGE CUPOLA
 MM0366  PID         -  MM0366
 MM0366  STATE/COUNTY-  NE/CUSTER
 MM0366  USGS QUAD   -  DAVENPORT TABLE (1972)
 MM0366
 MM0366                         *CURRENT SURVEY CONTROL
 MM0366  ___________________________________________________________________
 MM0366* NAD 83(1995)-  41 28 49.38632(N)    100 04 40.12172(W)     ADJUSTED  
 MM0366* NAVD 88     -                                                        
 MM0366  ___________________________________________________________________
 MM0366  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 MM0366  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 MM0366
 MM0366  HORZ ORDER  -  THIRD
 MM0366
 MM0366.The horizontal coordinates were established by classical geodetic methods
 MM0366.and adjusted by the National Geodetic Survey in August 1997..
 MM0366
 MM0366
 MM0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0366
 MM0366.The geoid height was determined by GEOID03.
 MM0366
 MM0366;                    North         East     Units Scale Factor Converg.
 MM0366;SPC NE       -   182,867.224   493,503.289   MT  0.99965869   -0 03 05.6
 MM0366;UTM  14      - 4,592,647.235   410,015.059   MT  0.99969965   -0 42 50.2
 MM0366
 MM0366                          SUPERSEDED SURVEY CONTROL
 MM0366
 MM0366  NAD 83(1986)-  41 28 49.39308(N)    100 04 40.12824(W) AD(       ) 4
 MM0366  NAD 27      -  41 28 49.38000(N)    100 04 38.67000(W) AD(       ) 3
 MM0366
 MM0366.Superseded values are not recommended for survey control.
 MM0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0366.See file dsdata.txt to determine how the superseded data were derived.
 MM0366
 MM0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1001592647(NAD 83)
 MM0366_MARKER: 89 = SPIRE
 MM0366
 MM0366  HISTORY     - Date     Condition        Report By
 MM0366  HISTORY     - 1934     FIRST OBSERVED   CGS
 MM0366
 MM0366                          STATION DESCRIPTION
 MM0366
 MM0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0366'POINT OBSERVED UPON WAS TIP OF CUPOLA ON WOODEN BUILDING IN
 MM0366'LOCALITY OF ANSELMO, 3-1/2 MILES FROM TRIANGULATION STATION
 MM0366'MC CANDLESS AND 8-1/2 MILES FROM TRIANGULATION STATION HALLIWILL.
 MM0366'
 MM0366'STATION WAS NOT VISITED.
 MM0366'
 MM0366'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS MC CANDLESS
 MM0366'AND HALLIWILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0365 ***********************************************************************
 MM0365  DESIGNATION -  ANSELMO SMALL CUPOLA
 MM0365  PID         -  MM0365
 MM0365  STATE/COUNTY-  NE/CUSTER
 MM0365  USGS QUAD   -  DAVENPORT TABLE (1972)
 MM0365
 MM0365                         *CURRENT SURVEY CONTROL
 MM0365  ___________________________________________________________________
 MM0365* NAD 83(1995)-  41 28 50.22332(N)    100 04 45.14260(W)     ADJUSTED  
 MM0365* NAVD 88     -                                                        
 MM0365  ___________________________________________________________________
 MM0365  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 MM0365  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 MM0365
 MM0365  HORZ ORDER  -  THIRD
 MM0365
 MM0365.The horizontal coordinates were established by classical geodetic methods
 MM0365.and adjusted by the National Geodetic Survey in August 1997..
 MM0365
 MM0365
 MM0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0365
 MM0365.The geoid height was determined by GEOID03.
 MM0365
 MM0365;                    North         East     Units Scale Factor Converg.
 MM0365;SPC NE       -   182,893.143   493,386.867   MT  0.99965869   -0 03 09.0
 MM0365;UTM  14      - 4,592,674.499   409,898.939   MT  0.99969990   -0 42 53.6
 MM0365
 MM0365                          SUPERSEDED SURVEY CONTROL
 MM0365
 MM0365  NAD 83(1986)-  41 28 50.23008(N)    100 04 45.14913(W) AD(       ) 4
 MM0365  NAD 27      -  41 28 50.22000(N)    100 04 43.69000(W) AD(       ) 3
 MM0365
 MM0365.Superseded values are not recommended for survey control.
 MM0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0365.See file dsdata.txt to determine how the superseded data were derived.
 MM0365
 MM0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0989992674(NAD 83)
 MM0365_MARKER: 89 = SPIRE
 MM0365
 MM0365  HISTORY     - Date     Condition        Report By
 MM0365  HISTORY     - 1934     FIRST OBSERVED   CGS
 MM0365
 MM0365                          STATION DESCRIPTION
 MM0365
 MM0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0365'POINT OBSERVED UPON WAS CUPOLA ON WOODEN FRAME BUILDING IN
 MM0365'LOCALITY OF ANSELMO, 3-1/2 MILES FROM TRIANGULATION STATION
 MM0365'MC CANDLESS AND 8-1/2 MILES FROM STATION HALLIWILL.  STATION
 MM0365'NOT VISITED.
 MM0365'
 MM0365'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS MC CANDLESS
 MM0365'AND HALLIWILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1154 ***********************************************************************
 ML1154  DESIGNATION -  ANSLEY
 ML1154  PID         -  ML1154
 ML1154  STATE/COUNTY-  NE/CUSTER
 ML1154  USGS QUAD   -  MASON CITY NW (1951)
 ML1154
 ML1154                         *CURRENT SURVEY CONTROL
 ML1154  ___________________________________________________________________
 ML1154* NAD 83(1995)-  41 12 02.97937(N)    099 24 27.76763(W)     ADJUSTED  
 ML1154* NAVD 88     -       776.     (meters)    2546.     (feet)  SCALED    
 ML1154  ___________________________________________________________________
 ML1154  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 ML1154  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ML1154
 ML1154  HORZ ORDER  -  SECOND
 ML1154
 ML1154.The horizontal coordinates were established by classical geodetic methods
 ML1154.and adjusted by the National Geodetic Survey in August 1997..
 ML1154
 ML1154.The orthometric height was scaled from a topographic map.
 ML1154
 ML1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1154
 ML1154.The geoid height was determined by GEOID03.
 ML1154
 ML1154;                    North         East     Units Scale Factor Converg.
 ML1154;SPC NE       -   151,997.061   549,663.945   MT  0.99967269   +0 23 33.0
 ML1154;UTM  14      - 4,561,131.339   465,814.944   MT  0.99961438   -0 16 06.8
 ML1154
 ML1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1154!SPC NE       -   0.99988193  x   0.99967269  =   0.99955466
 ML1154!UTM  14      -   0.99988193  x   0.99961438  =   0.99949635
 ML1154
 ML1154|---------------------------------------------------------------------|
 ML1154| PID    Reference Object                     Distance      Geod. Az  |
 ML1154|                                                           dddmmss.s |
 ML1154| CN7728 ANSLEY RM 1                          10.304 METERS 08010     |
 ML1154| CN7727 ANSLEY AZ MK                                       2451811.8 |
 ML1154| CN7729 ANSLEY RM 2                          17.754 METERS 34324     |
 ML1154|---------------------------------------------------------------------|
 ML1154
 ML1154                          SUPERSEDED SURVEY CONTROL
 ML1154
 ML1154  NAD 83(1986)-  41 12 02.98665(N)    099 24 27.77251(W) AD(       ) 2
 ML1154  NAD 27      -  41 12 02.95800(N)    099 24 26.40600(W) AD(       ) 2
 ML1154
 ML1154.Superseded values are not recommended for survey control.
 ML1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1154.See file dsdata.txt to determine how the superseded data were derived.
 ML1154
 ML1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6581561131(NAD 83)
 ML1154_MARKER: DS = TRIANGULATION STATION DISK
 ML1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1154
 ML1154  HISTORY     - Date     Condition        Report By
 ML1154  HISTORY     - 1951     MONUMENTED       CGS
 ML1154
 ML1154                          STATION DESCRIPTION
 ML1154
 ML1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1154'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF ANSLEY
 ML1154'AND 7 MILES WEST-SOUTHWEST OF MASON CITY.  IT IS 142 FEET WEST
 ML1154'OF THE SOUTHWEST CORNER OF A FARM HOUSE, 29 FEET SOUTH OF
 ML1154'THE CENTER OF A ROAD CURVE AND THE DRIVEWAY TO A FARM HOUSE,
 ML1154'11 FEET WEST OF THE WEST END OF A GATE, 5 FEET WEST OF A
 ML1154'WITNESS POST AND 4 FEET NORTH OF AN EAST-WEST FENCE LINE.
 ML1154'IT IS STAMPED ANSLEY 1951 AND PROJECTS 6 INCHES.
 ML1154'
 ML1154'REFERENCE MARK NO. 1 IS 16 FEET SOUTH OF THE DRIVEWAY TO
 ML1154'A FARM HOUSE, 8 FEET WEST OF A POWER LINE POLE AND 2 FEET
 ML1154'EAST OF THE EAST END OF A GATE.  IT IS STAMPED ANSLEY NO
 ML1154'1 1951 AND PROJECTS 5 INCHES.
 ML1154'
 ML1154'REFERENCE MARK NO. 2 IS 20 FEET WEST OF THE CENTER OF A
 ML1154'NORTH-SOUTH ROAD, 4 FEET NORTHEAST OF THE NORTH END OF A GATE
 ML1154'AND 2 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 ML1154'ANSLEY NO 2 1951 AND PROJECTS 6 INCHES.
 ML1154'
 ML1154'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 ML1154'NO. 2 IS 70.7 FEET.
 ML1154'
 ML1154'THE AZIMUTH MARK IS LOCATED UNDER A POWER LINE, 18 FEET SOUTH
 ML1154'OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT SOUTH OF A
 ML1154'WITNESS POST.  IT IS STAMPED ANSLEY 1951 AND IS SET FLUSH.
 ML1154'
 ML1154'TO REACH THE STATION FROM THE POST OFFICE IN ANSLEY, GO WEST
 ML1154'ON A PAVED STREET FOR 0.2 MILE TO STATE HIGHWAY 2 AND U.S.
 ML1154'HIGHWAY 183, TURN LEFT AND GO SOUTH ON THE HIGHWAYS FOR 0.15
 ML1154'MILE TO A FORK, STATE HIGHWAY 2 CURVES TO THE LEFT, CONTINUE
 ML1154'SOUTHERLY ON U.S. HIGHWAY 183 FOR 5.2 MILES TO A CROSSROAD.
 ML1154'TURN RIGHT AND GO WEST ON A DIRT ROAD FOR 0.7 MILES TO A
 ML1154'FORK, TAKE THE RIGHT FORK AND GO WEST AND SOUTH FOR 2.7 MILES
 ML1154'TO A CURVE AND THE STATION AS DESCRIBED.
 ML1154'
 ML1154'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 ML1154'DIRT ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 ML1154'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0637 ***********************************************************************
 NP0637  DESIGNATION -  ANTIOCH
 NP0637  PID         -  NP0637
 NP0637  STATE/COUNTY-  NE/SHERIDAN
 NP0637  USGS QUAD   -  ANTIOCH (1989)
 NP0637
 NP0637                         *CURRENT SURVEY CONTROL
 NP0637  ___________________________________________________________________
 NP0637* NAD 83(1995)-  42 04 12.44659(N)    102 35 03.79446(W)     ADJUSTED  
 NP0637* NAVD 88     -      1184.     (meters)    3885.     (feet)  SCALED    
 NP0637  ___________________________________________________________________
 NP0637  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 NP0637  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 NP0637
 NP0637  HORZ ORDER  -  SECOND
 NP0637
 NP0637.The horizontal coordinates were established by classical geodetic methods
 NP0637.and adjusted by the National Geodetic Survey in August 1997..
 NP0637
 NP0637.The orthometric height was scaled from a topographic map.
 NP0637
 NP0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0637
 NP0637.The geoid height was determined by GEOID03.
 NP0637
 NP0637;                    North         East     Units Scale Factor Converg.
 NP0637;SPC NE       -   251,540.107   286,211.286   MT  0.99970703   -1 42 45.6
 NP0637;UTM  13      - 4,660,385.628   699,841.650   MT  1.00009143   +1 37 08.7
 NP0637
 NP0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0637!SPC NE       -   0.99981735  x   0.99970703  =   0.99952444
 NP0637!UTM  13      -   0.99981735  x   1.00009143  =   0.99990877
 NP0637
 NP0637|---------------------------------------------------------------------|
 NP0637| PID    Reference Object                     Distance      Geod. Az  |
 NP0637|                                                           dddmmss.s |
 NP0637| CP9506 ANTIOCH RM 4                         17.529 METERS 03003     |
 NP0637| CP9503 ANTIOCH RM 1                         71.320 METERS 15759     |
 NP0637| CP9505 ANTIOCH RM 3                         67.375 METERS 16830     |
 NP0637| CP9504 ANTIOCH RM 2                         66.904 METERS 18258     |
 NP0637| NP0179 J 61                                 74.155 METERS 20956     |
 NP0637| CP9502 ANTIOCH AZ MK                                      2541020.7 |
 NP0637|---------------------------------------------------------------------|
 NP0637
 NP0637                          SUPERSEDED SURVEY CONTROL
 NP0637
 NP0637  NAD 83(1995)-  42 04 12.44554(N)    102 35 03.79488(W) AD(       ) 2
 NP0637  NAD 83(1986)-  42 04 12.44365(N)    102 35 03.79397(W) AD(       ) 2
 NP0637  NAD 27      -  42 04 12.53900(N)    102 35 02.08500(W) AD(       ) 2
 NP0637
 NP0637.Superseded values are not recommended for survey control.
 NP0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0637.See file dsdata.txt to determine how the superseded data were derived.
 NP0637
 NP0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG9984260386(NAD 83)
 NP0637_MARKER: DS = TRIANGULATION STATION DISK
 NP0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0637
 NP0637  HISTORY     - Date     Condition        Report By
 NP0637  HISTORY     - 1946     MONUMENTED       CGS
 NP0637  HISTORY     - 1960     GOOD             CBQRR
 NP0637
 NP0637                          STATION DESCRIPTION
 NP0637
 NP0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0637'THE STATION IS LOCATED IN THE VILLAGE OF ANTIOCH, IT IS 228.75
 NP0637'FEET NORTH OF THE NORTH RAIL OF THE CB AND Q RR, 202 FEET
 NP0637'NORTHEAST OF THE CENTER OF THE RAILROADS WATER TANK, AND 46.5
 NP0637'FEET WEST OF THE CENTER OF A CINDERED ROAD.  IT PROJECTS 8
 NP0637'INCHES AND IS STAMPED ANTIOCH 1946.
 NP0637'
 NP0637'REFERENCE MARK NO. 1 IS 13 FEET NORTH OF THE NORTH RAIL OF THE
 NP0637'MAIN RAILROAD LINE.  IT PROJECTS 8 INCHES AND IS STAMPED ANTIOCH
 NP0637'NO 1 1946, WITH THE ARROW POINTING TOWARDS R.M. NO. 3.
 NP0637'
 NP0637'REFERENCE MARK NO. 2 IS 11.5 FEET NORTH OF THE NORTH RAIL OF
 NP0637'THE MAIN RAILROAD LINE.  IT PROJECTS 10 INCHES AND IS STAMPED
 NP0637'ANTIOCH NO 2 1946, WITH THE ARROW POINTING TOWARDS R.M. NO. 3.
 NP0637'
 NP0637'REFERENCE MARK NO. 3 IS A STANDARD USC AND GS STATION MARK DISK
 NP0637'SET IN THE TOP OF A 10 X 10 INCH CONCRETE POST PROJECTING 6
 NP0637'INCHES.  IT IS STAMPED ANTIOCH NO 3 1946 AND HAS AN ARROW POINTING
 NP0637'TOWARDS THE STATION CHISELED THROUGH THE TRIANGLE.
 NP0637'
 NP0637'REFERENCE MARK NO. 4 18 FEET
 NP0637'WEST OF THE CENTER OF A CINDERED ROAD AND 1 FOOT WEST OF A
 NP0637'NORTH-SOUTH FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED
 NP0637'ANTIOCH NO 4 1946.
 NP0637'
 NP0637'USC AND GS BM J 61 1934 IS A 4 X 4 INCH CONCRETE POST PROJECTING
 NP0637'6 INCHES AND IS STAMPED J 61 1934.  IT IS 17 FEET NORTH OF THE
 NP0637'NORTH RAIL OF THE MAIN LINE OF THE RAILROAD AND 66 FEET SOUTH
 NP0637'OF THE RAILROADS WATER TANK.
 NP0637'
 NP0637'AZIMUTH MARK IS 0.2 MILE WEST OF THE VILLAGE OF ANTIOCH, 49.5
 NP0637'FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 2, AND 1.3 FEET
 NP0637'NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 8 INCHES AND
 NP0637'IS STAMPED ANTIOCH 1946.
 NP0637'
 NP0637'TO REACH THE STATION FROM ALLIANCE, GO EAST ON STATE HIGHWAY NO.
 NP0637'2 FOR 16.0 MILES TO THE VILLAGE OF ANTIOCH AND A DIRT T ROAD
 NP0637'NORTH.  TURN NORTH ON T ROAD CROSSING RAILROAD, JUST EAST OF
 NP0637'A LARGE RED WATER TANK.  CONTINUE NORTH FOR 228 FEET TO THE
 NP0637'STATION AS DESCRIBED.
 NP0637'
 NP0637'TO REACH THE AZIMUTH MARK FROM THE STATION GO BACK TO THE HIGHWAY,
 NP0637'TURN RIGHT, WEST, AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE
 NP0637'LEFT AS DESCRIBED.
 NP0637'
 NP0637'NOTE A 37 FOOT TOWER IS REQUIRED TO SEE ALL LIGHTS.
 NP0637
 NP0637                          STATION RECOVERY (1960)
 NP0637
 NP0637'RECOVERY NOTE BY BURLINGTON RAILROAD 1960 (DFM)
 NP0637'REFERENCE MARK NO. 2 WAS FOUND DESTROYED.  THE DISK WAS RETURNED
 NP0637'TO WASHINGTON OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0611 ***********************************************************************
 NP0611  DESIGNATION -  ANTON
 NP0611  PID         -  NP0611
 NP0611  STATE/COUNTY-  NE/SHERIDAN
 NP0611  USGS QUAD   -  CLINTON SW (1969)
 NP0611
 NP0611                         *CURRENT SURVEY CONTROL
 NP0611  ___________________________________________________________________
 NP0611* NAD 83(1995)-  42 48 38.80287(N)    102 28 52.97096(W)     ADJUSTED  
 NP0611* NAVD 88     -      1192.3    (meters)    3912.     (feet)  VERTCON   
 NP0611  ___________________________________________________________________
 NP0611  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 NP0611  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 NP0611
 NP0611  HORZ ORDER  -  SECOND
 NP0611
 NP0611.The horizontal coordinates were established by classical geodetic methods
 NP0611.and adjusted by the National Geodetic Survey in August 1997..
 NP0611
 NP0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0611
 NP0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0611
 NP0611.The geoid height was determined by GEOID03.
 NP0611
 NP0611;                    North         East     Units Scale Factor Converg.
 NP0611;SPC NE       -   333,513.316   297,090.389   MT  0.99991872   -1 38 39.9
 NP0611;UTM  13      - 4,742,879.232   705,922.493   MT  1.00012171   +1 42 43.9
 NP0611
 NP0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0611!SPC NE       -   0.99981587  x   0.99991872  =   0.99973461
 NP0611!UTM  13      -   0.99981587  x   1.00012171  =   0.99993756
 NP0611
 NP0611|---------------------------------------------------------------------|
 NP0611| PID    Reference Object                     Distance      Geod. Az  |
 NP0611|                                                           dddmmss.s |
 NP0611| CP9507 ANTON RM 1                           17.485 METERS 00250     |
 NP0611| CP9508 ANTON RM 2                           17.020 METERS 08738     |
 NP0611| NP0604 RUSHVILLE MUNICIPAL WATER TANK      APPROX.10.0 KM 1712848.5 |
 NP0611|---------------------------------------------------------------------|
 NP0611
 NP0611                          SUPERSEDED SURVEY CONTROL
 NP0611
 NP0611  NAD 83(1995)-  42 48 38.79794(N)    102 28 52.97338(W) AD(       ) 2
 NP0611  NAD 83(1986)-  42 48 38.79375(N)    102 28 52.96897(W) AD(       ) 2
 NP0611  NAD 27      -  42 48 38.84688(N)    102 28 51.35215(W) AD(       ) 2
 NP0611  NGVD 29 (07/19/86) 1191.8    (m)         3910.     (f) VERT ANG       
 NP0611
 NP0611.Superseded values are not recommended for survey control.
 NP0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0611.See file dsdata.txt to determine how the superseded data were derived.
 NP0611
 NP0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0592242879(NAD 83)
 NP0611_MARKER: DD = SURVEY DISK
 NP0611_SETTING: 0 = UNSPECIFIED SETTING
 NP0611
 NP0611  HISTORY     - Date     Condition        Report By
 NP0611  HISTORY     - 1968     MONUMENTED       USGS
 NP0611
 NP0611                          STATION DESCRIPTION
 NP0611
 NP0611'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0611'THE STATION IS ABOUT 6.6 MI N. AND 1.0 MI W. OF RUSHVILLE,
 NP0611'NEAR THE CENTER OF THE NE. QUARTER SEC. 27, T. 33 N., R.
 NP0611'44 W., ABOUT 0.15 MI N. OF STATE HWY. 87 ON S. SLOPE OF SMALL
 NP0611'KNOLL IN PASTURE GROUND OWNED BY ANTON DOLEZAL.
 NP0611'
 NP0611'TO REACH FROM THE CENTER OF RUSHVILLE, GO W. ON U.S. HWY. 20
 NP0611'FOR 0.8 MI TO JCT. OF U.S. HWY. 20 AND STATE HWY. 87, TURN
 NP0611'RIGHT (N.) ON STATE HWY. 87 AND GO 6.2 MI TO A CURVE IN HWY.,
 NP0611'CONTINUE NW. ALONG HWY. FOR 0.2 MI TO A WIRE GATE ON RIGHT, TURN
 NP0611'N. THROUGH GATE AND GO 0.15 MI NE. TO THE S. SLOPE OF A SMALL
 NP0611'KNOLL AND STATION.
 NP0611'
 NP0611'STATION MARK, A STANDARD TABLET, CRIMPED ON 1/2 IN. COPPER
 NP0611'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0611'WITH GRAVEL TO WITHIN 1 IN. OF CAP, IS 439 FT N. OF CENTER
 NP0611'OF STATE HWY. 87, 379 FT N. OF WITNESS POST, 224 FT N. OF NW.
 NP0611'LEG OF WINDMILL TOWER, STAMPED ET ANTON 1968, THE MARK IS FLUSH
 NP0611'WITH THE GROUND.
 NP0611'
 NP0611'REFERENCE MARK NO. 1 IS N. OF THE STATION, A STANDARD TABLET
 NP0611'CRIMPED ON 1/2 IN. COPPER COATED RODS, SET IN 6 IN. DIAMETER
 NP0611'TILE 12 IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP,
 NP0611'STAMPED ANTON NO 1 1968 IS FLUSH WITH THE GROUND.
 NP0611'
 NP0611'REFERENCE MARK NO. 2 IS E. OF THE STATION, A STANDARD TABLET
 NP0611'CRIMPED ON 1/2 IN. COPPER COATED RODS SET IN 6 IN. DIAMETER
 NP0611'TILE 12 IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP,
 NP0611'STAMPED ANTON NO 2 1968 IS FLUSH WITH THE GROUND.
 NP0611'
 NP0611'NO AZIMUTH MARK SET.
 NP0611'
 NP0611'REFERENCE AZIMUTH USED - RUSHVILLE MWT.
 NP0611'
 NP0611'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4104 ***********************************************************************
 AB4104  CBN         -  This is a Cooperative Base Network Control Station.
 AB4104  PACS        -  This is a Primary Airport Control Station.
 AB4104  DESIGNATION -  ANW A
 AB4104  PID         -  AB4104
 AB4104  STATE/COUNTY-  NE/BROWN
 AB4104  USGS QUAD   -  AINSWORTH SW (1954)
 AB4104
 AB4104                         *CURRENT SURVEY CONTROL
 AB4104  ___________________________________________________________________
 AB4104* NAD 83(1995)-  42 35 10.07132(N)    099 59 50.38898(W)     ADJUSTED  
 AB4104* NAVD 88     -       787.60   (meters)    2584.0    (feet)  GPS OBS   
 AB4104  ___________________________________________________________________
 AB4104  X           -    -816,581.877 (meters)                     COMP
 AB4104  Y           -  -4,632,328.125 (meters)                     COMP
 AB4104  Z           -   4,294,281.718 (meters)                     COMP
 AB4104  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 AB4104  ELLIP HEIGHT-         765.13  (meters)          (09/24/01) GPS OBS
 AB4104  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AB4104
 AB4104  HORZ ORDER  -  B
 AB4104  ELLP ORDER  -  FOURTH    CLASS I
 AB4104
 AB4104.This mark is at Ainsworth Municipal Airport (ANW)
 AB4104
 AB4104.The horizontal coordinates were established by GPS observations
 AB4104.and adjusted by the National Geodetic Survey in June 1996..
 AB4104
 AB4104.The orthometric height was determined by GPS observations and a
 AB4104.high-resolution geoid model.
 AB4104
 AB4104.GPS derived orthometric heights for airport stations designated as
 AB4104.PACS or SACS are published to 2 decimal places.  This maintains
 AB4104.centimeter relative accuracy between the PACS and SACS.  It does
 AB4104.not indicate centimeter accuracy relative to other marks which are
 AB4104.part of the NAVD 88 network.
 AB4104
 AB4104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4104
 AB4104.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4104
 AB4104.The ellipsoidal height was determined by GPS observations
 AB4104.and is referenced to NAD 83.
 AB4104
 AB4104.The geoid height was determined by GEOID03.
 AB4104
 AB4104;                    North         East     Units Scale Factor Converg.
 AB4104;SPC NE       -   305,649.022   500,219.112   MT  0.99983664   +0 00 06.4
 AB4104;UTM  14      - 4,715,338.999   418,165.435   MT  0.99968239   -0 40 29.7
 AB4104
 AB4104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4104!SPC NE       -   0.99988002  x   0.99983664  =   0.99971668
 AB4104!UTM  14      -   0.99988002  x   0.99968239  =   0.99956245
 AB4104
 AB4104                          SUPERSEDED SURVEY CONTROL
 AB4104
 AB4104  ELLIP H (06/25/96)  765.18   (m)                       GP(       ) 1 1
 AB4104
 AB4104.Superseded values are not recommended for survey control.
 AB4104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4104.See file dsdata.txt to determine how the superseded data were derived.
 AB4104
 AB4104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1816515339(NAD 83)
 AB4104_MARKER: I = METAL ROD
 AB4104_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4104_STAMPING: ANW A 1995
 AB4104_MARK LOGO: NGS   
 AB4104_PROJECTION: FLUSH
 AB4104_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4104+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997
 AB4104_ROD/PIPE-DEPTH: 17.8 meters
 AB4104_SLEEVE-DEPTH  : 1 meters
 AB4104
 AB4104  HISTORY     - Date     Condition        Report By
 AB4104  HISTORY     - 1995     MONUMENTED       NGS
 AB4104  HISTORY     - 19970715 GOOD             NGS
 AB4104
 AB4104                          STATION DESCRIPTION
 AB4104
 AB4104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4104'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF
 AB4104'AINSWORTH, 3.0 MI (4.8 KM) EAST OF JOHNSTOWN AND AT THE AINSWORTH
 AB4104'MUNICIPAL AIRPORT NEAR THE APPROACH END OF RUNWAY 17 AND IN LINE WITH
 AB4104'THE THRESHOLD LIGHTS.  OWNERSHIP--AINSWORTH AIRPORT AUTHORITY, PO BOX
 AB4104'165, AINSWORTH NE 69210.  AIRPORT MANAGER IS LANCE SCHIPPOREIT, PHONE
 AB4104'(402) 387-1491.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB4104'HIGHWAY 20 AND STATE HIGHWAY 7 SOUTH ON THE WEST SIDE OF AINSWORTH, GO
 AB4104'WEST ON U.S. HIGHWAY 20 FOR 7.6 MI (12.2 KM) TO A INTERSECTION, TURN
 AB4104'RIGHT AND GO NORTH ON A PAVED ROAD FOR 1.25 MI (2.01 KM) TO AN
 AB4104'INTERSECTION, TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 0.4 MI (0.6
 AB4104'KM) TO A FORK RIGHT, CONTINUE AHEAD AND GO EAST ON A DIRT ROAD FOR 0.1
 AB4104'MI (0.2 KM) (PASSING THROUGH A GATE) TO A PAVED TAXIWAY, TURN LEFT AND
 AB4104'GO NORTH ON THE PARALLEL TAXIWAY FOR 0.45 MI (0.72 KM) TO A CURVE
 AB4104'RIGHT, BEAR RIGHT FOLLOWING THE TAXIWAY NORTHEAST FOR 0.15 MI (0.24
 AB4104'KM) TO THE STATION ON THE RIGHT.  THE STATION IS 181.5 FT (55.3 M)
 AB4104'WEST OF THE RUNWAY CENTER, 87.2 FT (26.6 M) WEST OF THE MOST WESTERLY
 AB4104'THRESHOLD LIGHT, 30.4 FT (9.3 M) SOUTHEAST OF THE TAXIWAY CENTER AND
 AB4104'1.6 FT (0.5 M) NORTH OF A WITNESS POST.  NOTE--THIS STATION WAS USED
 AB4104'AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4104
 AB4104                          STATION RECOVERY (1997)
 AB4104
 AB4104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4104'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0080 ***********************************************************************
 MN0080  SACS        -  This is a Secondary Airport Control Station.
 MN0080  DESIGNATION -  AP STA A
 MN0080  PID         -  MN0080
 MN0080  STATE/COUNTY-  NE/CHEYENNE
 MN0080  USGS QUAD   -  SIDNEY MUNI AIRPORT (1972)
 MN0080
 MN0080                         *CURRENT SURVEY CONTROL
 MN0080  ___________________________________________________________________
 MN0080* NAD 83(1995)-  41 06 14.14863(N)    102 59 16.75677(W)     ADJUSTED  
 MN0080* NAVD 88     -      1308.178  (meters)    4291.91   (feet)  ADJUSTED  
 MN0080  ___________________________________________________________________
 MN0080  X           -  -1,081,926.868 (meters)                     COMP
 MN0080  Y           -  -4,690,826.643 (meters)                     COMP
 MN0080  Z           -   4,171,974.189 (meters)                     COMP
 MN0080  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MN0080  ELLIP HEIGHT-        1288.41  (meters)          (12/18/01) GPS OBS
 MN0080  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 MN0080  DYNAMIC HT  -        1307.241 (meters)    4288.84  (feet)  COMP
 MN0080  MODELED GRAV-     979,862.1   (mgal)                       NAVD 88
 MN0080
 MN0080  HORZ ORDER  -  FIRST
 MN0080  VERT ORDER  -  SECOND    CLASS 0
 MN0080  ELLP ORDER  -  FOURTH    CLASS II
 MN0080
 MN0080.This mark is at Sidney Municipal Airport (SNY)
 MN0080
 MN0080.The horizontal coordinates were established by GPS observations
 MN0080.and adjusted by the National Geodetic Survey in August 1998..
 MN0080
 MN0080.The orthometric height was determined by differential leveling
 MN0080.and adjusted by the National Geodetic Survey in June 1991..
 MN0080
 MN0080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0080
 MN0080.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0080
 MN0080.The ellipsoidal height was determined by GPS observations
 MN0080.and is referenced to NAD 83.
 MN0080
 MN0080.The geoid height was determined by GEOID03.
 MN0080
 MN0080.The dynamic height is computed by dividing the NAVD 88
 MN0080.geopotential number by the normal gravity value computed on the
 MN0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0080.degrees latitude (g = 980.6199 gals.).
 MN0080
 MN0080.The modeled gravity was interpolated from observed gravity values.
 MN0080
 MN0080;                    North         East     Units Scale Factor Converg.
 MN0080;SPC NE       -   145,404.735   249,129.881   MT  0.99968305   -1 58 48.5
 MN0080;UTM  13      - 4,552,245.076   668,951.990   MT  0.99995132   +1 19 23.0
 MN0080
 MN0080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0080!SPC NE       -   0.99979794  x   0.99968305  =   0.99948106
 MN0080!UTM  13      -   0.99979794  x   0.99995132  =   0.99974927
 MN0080
 MN0080|---------------------------------------------------------------------|
 MN0080| PID    Reference Object                     Distance      Geod. Az  |
 MN0080|                                                           dddmmss.s |
 MN0080| MN0656 ARP 2 SNY                           368.846 METERS 14643     |
 MN0080|---------------------------------------------------------------------|
 MN0080
 MN0080                          SUPERSEDED SURVEY CONTROL
 MN0080
 MN0080  ELLIP H (08/21/98) 1288.45   (m)                       GP(       ) 4 2
 MN0080  NAD 83(1995)-  41 06 14.14837(N)    102 59 16.75929(W) AD(       ) 1
 MN0080  ELLIP H (08/18/97) 1288.45   (m)                       GP(       ) 4 1
 MN0080  NAD 83(1995)-  41 06 14.14832(N)    102 59 16.75930(W) AD(       ) 1
 MN0080  NAD 83(1995)-  41 06 14.14323(N)    102 59 16.75952(W) AD(       ) 1
 MN0080  ELLIP H (01/07/93) 1288.57   (m)                       GP(       ) 4 2
 MN0080  NAD 83(1986)-  41 06 14.14116(N)    102 59 16.75930(W) AD(       ) 1
 MN0080  NAVD 88 (08/21/98) 1308.18   (m)         4291.9    (f) LEVELING    3  
 MN0080  NGVD 29 (??/??/92) 1307.573  (m)         4289.93   (f) ADJ UNCH    2 0
 MN0080
 MN0080.Superseded values are not recommended for survey control.
 MN0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0080.See file dsdata.txt to determine how the superseded data were derived.
 MN0080
 MN0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6895252245(NAD 83)
 MN0080_MARKER: DT = TOPOGRAPHIC STATION DISK
 MN0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0080_SP_SET: CONCRETE POST
 MN0080_STAMPING: AP 1965 STA A
 MN0080_MARK LOGO: CGS   
 MN0080_PROJECTION: FLUSH
 MN0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0080+STABILITY: SURFACE MOTION
 MN0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0080+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1997
 MN0080
 MN0080  HISTORY     - Date     Condition        Report By
 MN0080  HISTORY     - 1965     MONUMENTED       CGS
 MN0080  HISTORY     - 19800627 GOOD             NGS
 MN0080  HISTORY     - 19800915 GOOD             NGS
 MN0080  HISTORY     - 19890731 GOOD
 MN0080  HISTORY     - 19950818 GOOD             NGS
 MN0080  HISTORY     - 19970728 GOOD             NGS
 MN0080
 MN0080                          STATION DESCRIPTION
 MN0080
 MN0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MN0080'2.5 MI S FROM SIDNEY.
 MN0080'THE STATION IS LOCATED AT THE SIDNEY MUNICIPAL AIRPORT ABOUT
 MN0080'2.5 MILES SOUTH OF SIDNEY AND IS A STANDARD TOPOGRAPHIC DISK
 MN0080'SET IN THE TOP OF A 10 IN SQUARE CONCRETE MONUMENT SET FLUSH
 MN0080'WITH THE GROUND AND STAMPED AP 1965 STA. A.  IT IS LOCATED AT
 MN0080'THE NW END OF THE NW-SE RUNWAY AND IS 97.4 FEET NE OF THE N
 MN0080'CORNER OF THE RUNWAY AND ON LINE WITH THE RUNWAY END.  IT IS
 MN0080'ABOUT 3 FEET SW OF A ROW OF RUNWAY LIGHTS.
 MN0080
 MN0080                          STATION RECOVERY (1980)
 MN0080
 MN0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MN0080'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) SOUTH-SOUTHEAST OF
 MN0080'SIDNEY, AT THE SIDNEY MUNICIPAL AIRPORT, ALONG THE NORTHEAST SIDE OF
 MN0080'RUNWAY 12-30, ABOUT 359 M (1177.8 FT)  NORTHWEST OF THE NORTH EDGE OF
 MN0080'THE MAIN RAMP.  OWNERSHIP--SIDNEY AIRPORT AUTHORITY, SIDNEY NE 69162.
 MN0080'AIRPORT MANAGER IS ED NELSON, TELEPHONE 308-254-5668.
 MN0080'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND US
 MN0080'HIGHWAY 385 (EXIT 59) FOR THE EAST EXIT TO SIDNEY, GO SOUTH ON A PAVED
 MN0080'THEN GRAVEL ROAD FOR 0.83 KM (0.50 MI) TO A T-ROAD.  TURN RIGHT AND GO
 MN0080'WEST ALONG A GRAVEL ROAD FOR 2.04 KM (1.25 MI) TO A PAVED CROSSROAD.
 MN0080'CONTINUE WEST FOR 0.34 KM (0.20 MI) TO A REVERSE FORK RIGHT.  CONTINUE
 MN0080'WESTERLY ON A PAVED WINDING ROAD FOR 0.85 KM (0.55 MI) TO ROAD END
 MN0080'AT AN AIRPORT GATE JUST PAST A TERMIAL BUILDING.  PASS THROUGH THE
 MN0080'GATE AND GO SOUTHWEST FOR 0.36 KM (0.20 MI) TO THE RUNWAY.  TURN RIGHT
 MN0080'AND GO NORTHWEST ALONG THE SIDE OF THE RUNWAY FOR 0.36 KM (0.20 MI) TO
 MN0080'THE STATION ON THE RIGHT.
 MN0080'THE STATION MARK IS 53.7 M (176.2 FT) NORTH-NORTHWEST OF THE SIXTH
 MN0080'RUNWAY LIGHT, 29.6 M (97.1 FT) NORTH-NORTHEAST OF THE EDGE OF THE
 MN0080'RUNWAY, 27.4 M (89.9 FT) NORTHEAST OF THE SEVENTH RUNWAY LIGHT AND
 MN0080'RECESSED ABOUT 8 CM.
 MN0080'DESCRIBED BY R.D. BALL.
 MN0080
 MN0080                          STATION RECOVERY (1980)
 MN0080
 MN0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MN0080'LOCATED ON THE EAST SIDE OF THE NW/SE RUNWAY, 97 FT (29.6 M) NORTH
 MN0080'EAST OF THE SEAM WHERE THE OLD RUNWAY ENDED AND THE NEW RUNWAY
 MN0080'EXTENSION BEGINS, 89.9 FT (27.4 M) EAST OF THE SEVENTH RUNWAY LIGHT
 MN0080'NORTH OF THE TAXIWAY, AND 189.9 FT (57.9 M) NORTH OF THE SIXTH RUNWAY
 MN0080'LIGHT NORTH OF THE TAXIWAY.  A STANDARD TOPO DISK SET IN THE TOP OF A
 MN0080'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED AP 1965 STA A.
 MN0080
 MN0080                          STATION RECOVERY (1989)
 MN0080
 MN0080'RECOVERED 1989
 MN0080'RECOVERED IN GOOD CONDITION.
 MN0080
 MN0080                          STATION RECOVERY (1995)
 MN0080
 MN0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0080'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF LORENZO, 3.0
 MN0080'MI (4.8 KM) SOUTH-SOUTHWEST OF SIDNEY, AT THE SIDNEY MUNICIPAL
 MN0080'AIRPORT.  OWNERSHIP--SIDNEY AIRPORT AUTHORITY, ROUTE 2, BOX 7, SIDNEY
 MN0080'NE 69162.  AIRPORT MANAGER IS ED NELSON, PHONE (308) 254-5668.  TO
 MN0080'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80, US HIGHWAY 385
 MN0080'NORTH AND COUNTY ROAD 115 SOUTH (EXIT 59) SOUTHEAST OF SIDNEY, GO
 MN0080'SOUTH ON A PAVED THEN GRAVEL ROAD (CR115) FOR 0.5 MI (0.8 KM) TO A
 MN0080'T-JUNCTION, TURN RIGHT AND GO WEST ON A GRAVEL ROAD (CR16) FOR 1.25 MI
 MN0080'(2.01 KM) TO A PAVED INTERSECTION, CONTINUE AHEAD AND GO WEST ON
 MN0080'GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO A REVERSE FORK RIGHT, CONTINUE
 MN0080'AHEAD AND GO WEST THEN SOUTH FOLLOWING PAVED ROAD FOR 0.55 MI (0.89
 MN0080'KM) TO THE ROAD END AND A GATE JUST PAST THE TERMINAL BUILDING, PASS
 MN0080'THROUGH GATE AND GO SOUTHWEST ON THE APRON THEN A CONNECTOR TAXIWAY
 MN0080'FOR 0.15 MI (0.24 KM) TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON
 MN0080'THE RUNWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.  THE
 MN0080'STATION IS RECESSED 6 CM BELOW GROUND.  LOCATED 189.9 FT (57.9 M)
 MN0080'NORTH-NORTHWEST OF A RUNWAY LIGHT, 147.2 FT (44.9 M) NORTHEAST OF THE
 MN0080'RUNWAY CENTER, 105.0 FT (32.0 M) SOUTHWEST OF A WITNESS POST SET AT
 MN0080'THE EDGE OF A CULTIVATED FIELD AND 89.9 FT (27.4 M) EAST-NORTHEAST OF
 MN0080'A RUNWAY LIGHT.  THIS STATION TO BE USED AS SACS.
 MN0080
 MN0080                          STATION RECOVERY (1997)
 MN0080
 MN0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0080'THE STATION IS LOCATED AT THE SIDNEY MUNICIPAL AIRPORT, ALONG THE
 MN0080'NORTHEAST EDGE OF RUNWAY 12-30 AND NEAR MIDFIELD.  OWNERSHIP--SIDNEY
 MN0080'AIRPORT AUTHORITY, ED NELSON, AIRPORT MANAGER, 11149 RD 16, SIDNEY, NE
 MN0080'69162.  THE PHONE NUMBER IS (308) 254-5668.  TO REACH THE STATION FROM
 MN0080'THE INTERSECTION OF U S INTERSTATE HIGHWAY 80 AND U S HIGHWAY 385 ON
 MN0080'THE SOUTHEAST SIDE OF SIDNEY, GO NORTH FOR 0.25 MI (0.40 KM) ON THE U
 MN0080'S HIGHWAY TO THE INTERSECTION WITH A PAVED ROAD LEFT, TURN LEFT AND GO
 MN0080'EASTERLY FOR 1.5 MI (2.4 KM) ON OLD POST ROAD AND COUNTY ROAD 19A TO
 MN0080'THE INTERSECTION WITH COUNTY ROAD 113 LEFT, TURN LEFT AND GO EAST THEN
 MN0080'SOUTH FOR 0.2 MI (0.3 KM) ON COUNTY ROAD 113 TO A FORK RIGHT, TURN
 MN0080'RIGHT AND GO WESTERLY FOR 0.7 MI (1.1 KM) ON THE PAVED AIRPORT
 MN0080'ENTRANCE ROAD TO A PAVED ROAD LEFT, TURN LEFT AND GO SOUTHERLY FOR 0.2
 MN0080'MI (0.3 KM) CONTINUING ON THE PAVED AIRPORT ENTRANCE ROAD TO A GATE
 MN0080'AND THE AIRPORT OPERATIONS OFFICE ON THE LEFT, PASS THROUGH THE GATE
 MN0080'AND GO SOUTHWEST ACROSS THE APRON AND ON A CONNECTING TAXIWAY FOR 0.15
 MN0080'MI (0.24 KM) TO RUNWAY 12-30.  TURN RIGHT AND GO NORTHWEST FOR 0.2 MI
 MN0080'(0.3 KM) ALONG THE RUNWAY TO THE STATION ON THE RIGHT.  THE STATION IS
 MN0080'LOCATED 189.9 FT (57.9 M) NORTH-NORTHWEST OF A RUNWAY LIGHT, 147.2 FT
 MN0080'(44.9 M) NORTHEAST OF A THE RUNWAY CENTER, 105.0 FT (32.0 M) SOUTHWEST
 MN0080'OF A WITNESS POST, 89.9 FT (27.4 M) EAST-NORTHEAST OF A RUNWAY LIGHT,
 MN0080'AND THE MONUMENT IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND SURFACE.
 MN0080'THIS STATION USED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0097 ***********************************************************************
 MM0097  DESIGNATION -  AP STA A LBF
 MM0097  PID         -  MM0097
 MM0097  STATE/COUNTY-  NE/LINCOLN
 MM0097  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0097
 MM0097                         *CURRENT SURVEY CONTROL
 MM0097  ___________________________________________________________________
 MM0097* NAD 83(1995)-  41 07 59.77959(N)    100 42 24.58984(W)     ADJUSTED  
 MM0097* NAVD 88     -       847.711  (meters)    2781.20   (feet)  ADJUSTED  
 MM0097  ___________________________________________________________________
 MM0097  X           -    -893,896.637 (meters)                     COMP
 MM0097  Y           -  -4,727,724.860 (meters)                     COMP
 MM0097  Z           -   4,174,125.046 (meters)                     COMP
 MM0097  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 MM0097  ELLIP HEIGHT-         825.50  (meters)          (01/04/02) GPS OBS
 MM0097  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 MM0097  DYNAMIC HT  -         847.217 (meters)    2779.58  (feet)  COMP
 MM0097  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 MM0097
 MM0097  HORZ ORDER  -  FIRST
 MM0097  VERT ORDER  -  FIRST     CLASS II
 MM0097  ELLP ORDER  -  FOURTH    CLASS I
 MM0097
 MM0097.This mark is at North Platte Regional Airport (LBF)
 MM0097
 MM0097.The horizontal coordinates were established by GPS observations
 MM0097.and adjusted by the National Geodetic Survey in August 1997..
 MM0097
 MM0097.The orthometric height was determined by differential leveling
 MM0097.and adjusted by the National Geodetic Survey in June 1994..
 MM0097
 MM0097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0097
 MM0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0097
 MM0097.The ellipsoidal height was determined by GPS observations
 MM0097.and is referenced to NAD 83.
 MM0097
 MM0097.The geoid height was determined by GEOID03.
 MM0097
 MM0097.The dynamic height is computed by dividing the NAVD 88
 MM0097.geopotential number by the normal gravity value computed on the
 MM0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0097.degrees latitude (g = 980.6199 gals.).
 MM0097
 MM0097.The modeled gravity was interpolated from observed gravity values.
 MM0097
 MM0097;                    North         East     Units Scale Factor Converg.
 MM0097;SPC NE       -   144,569.381   440,670.308   MT  0.99967961   -0 28 06.3
 MM0097;UTM  14      - 4,554,955.599   356,739.577   MT  0.99985259   -1 07 22.7
 MM0097
 MM0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0097!SPC NE       -   0.99987053  x   0.99967961  =   0.99955018
 MM0097!UTM  14      -   0.99987053  x   0.99985259  =   0.99972314
 MM0097
 MM0097                          SUPERSEDED SURVEY CONTROL
 MM0097
 MM0097  ELLIP H (08/18/97)  825.53   (m)                       GP(       ) 4 1
 MM0097  ELLIP H (01/07/93)  825.32   (m)                       GP(       ) 4 2
 MM0097  NAD 83(1986)-  41 07 59.78037(N)    100 42 24.59071(W) AD(       ) 1
 MM0097  NAVD 88 (06/15/91)  847.713  (m)         2781.21   (f) UNKNOWN     1 2
 MM0097  NGVD 29 (02/14/92)  847.366  (m)         2780.07   (f) ADJUSTED    1 2
 MM0097
 MM0097.Superseded values are not recommended for survey control.
 MM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0097.See file dsdata.txt to determine how the superseded data were derived.
 MM0097
 MM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5674054956(NAD 83)
 MM0097_MARKER: DT = TOPOGRAPHIC STATION DISK
 MM0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0097_SP_SET: CONCRETE POST
 MM0097_STAMPING: AP 1963 STA A
 MM0097_MARK LOGO: CGS   
 MM0097_PROJECTION: FLUSH
 MM0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0097+STABILITY: SURFACE MOTION
 MM0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0097+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1999
 MM0097
 MM0097  HISTORY     - Date     Condition        Report By
 MM0097  HISTORY     - 1963     MONUMENTED       CGS
 MM0097  HISTORY     - 1967     GOOD             NGS
 MM0097  HISTORY     - 1981     GOOD             USGS
 MM0097  HISTORY     - 1986     GOOD             NGS
 MM0097  HISTORY     - 19890630 GOOD             NGS
 MM0097  HISTORY     - 19950802 GOOD             NGS
 MM0097  HISTORY     - 19970804 GOOD             NGS
 MM0097  HISTORY     - 19991015 GOOD             NGS
 MM0097
 MM0097                          STATION DESCRIPTION
 MM0097
 MM0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MM0097'2.8 MI E FROM NORTH PLATTE.
 MM0097'THE MARK IS LOCATED AT THE NORTH PLATTE AIRPORT (LEE BIRD FIELD)
 MM0097'NEAR THE PHYSICAL END OF RUNWAY 12, 509.0 FEET EAST OF
 MM0097'TRIANGULATION STATION CLINCH 1951, 132.4 FEET NORTH-EAST OF THE
 MM0097'NORTH-EAST EDGE OF THE RUNWAY, 58.8 FEET WEST-SOUTHWEST OF THE
 MM0097'SOUTHWEST CORNER OF AN OLD CONCRETE LIGHT STANDARD BASE AND
 MM0097'48.6 FEET SOUTH OF THE CENTER LINE OF AN ABANDONED ROAD.
 MM0097
 MM0097                          STATION RECOVERY (1981)
 MM0097
 MM0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MM0097'RECOVERED IN GOOD CONDITION.
 MM0097
 MM0097                          STATION RECOVERY (1986)
 MM0097
 MM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0097'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.8 KM (3.0
 MM0097'MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 83 AT
 MM0097'NORTH PLATTE, ON THE NORTHWEST PROPERTY CORNER OF THE LEE BIRD
 MM0097'AIRFIELD, 0.5 KM (0.3 MI) EAST OF THE EAST END OF THE BRIDGE OVER THE
 MM0097'NORTH PLATTE RIVER, 62.9 METERS (206.5 FT) SOUTH OF THE HIGHWAY
 MM0097'CENTERLINE, 40.4 METERS (132.5 FT) NORTHEAST OF THE NORTHEAST EDGE OF
 MM0097'THE NORTHWEST-SOUTHEAST CONCRETE RUNWAY, 18.0 METERS (59 FT)
 MM0097'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF AN ABANDON CONCRETE STREET
 MM0097'LIGHT FOUNDATION, 15.4 METERS (50.5 FT) EAST OF THE SOUTHEAST CORNER
 MM0097'OF A 3 BY 3 FOOT UTILITY BOX, 14.8 METERS (48.5 FT) SOUTH OF THE
 MM0097'CENTER OF THE OLD HIGHWAY, AND FLUSH WITH THE SURROUNDING AREA.
 MM0097'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 MM0097'THE MARK IS 0.5 M BELOW THE OLD HIGHWAY.
 MM0097
 MM0097                          STATION RECOVERY (1989)
 MM0097
 MM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MM0097'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) EAST OF NORTH PLATTE, AT
 MM0097'THE LEE BIRD FIELD AIRPORT, AT THE EXTREME NORTHWEST END OF A
 MM0097'RELOCATED THESHOLD OF RUNWAY 12 R, NEAR THE STOPWAY END.
 MM0097'OWNERSHIP--NORTH PLATTE AIRPORT AUTHORITY, P.O. BOX D 1517, NORTH
 MM0097'PLATTE NE 69103. AIRPORT MANAGER IS JOAN COOK, TELEPHONE 308-532-1900
 MM0097'OR 2547.  ESCORTS ARE REQUIRED.
 MM0097'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 83 AND US HIGHWAY
 MM0097'30 IN NORTH PLATTE, GO EAST ON US HIGHWAY 30 FOR 5.5 KM (3.40 MI) TO
 MM0097'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 MM0097'ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO THE AIRPORT OFFICE.  NOTE=A KEY
 MM0097'IS REQUIRED TO OPERN THE GATE LOCATED AT THE NORTHWEST CORNER OF THE
 MM0097'AIRPORT.  FROM THE AIRPORT OFFICE GO WEST ALONG THE OLD HIGHWAY TO THE
 MM0097'GATE.  PASS THROUGH THE GATE ALONG OLD HIGHWAY, THEN MAKE WAY SOUTH TO
 MM0097'THE JUNCTION OF RUNWAY 8-26, THEN GO WEST ALONG THE RUNWAY TO THE
 MM0097'JUNCTION OF RUNWAYS 12 R AND 30 L, THEN GO NORTHWEST ALONG RUNWAY 12 R
 MM0097'TO THE EXTREME END OF THE RELOCATED THRESHOLD END AND THE STATION ON
 MM0097'THE RIGHT, NEAR THE STOPWAY FOR RUNWAY END 12 R.
 MM0097'THE STATION MARK IS 40.4 M (132.5 FT) NORTHEAST OF THE NORTHEAST EDGE
 MM0097'OF THE STOPWAY, 15.5 M (50.9 FT) EAST OF THE SOUTHEAST CORNER OF A
 MM0097'GREEN BOX, 12.0 M (39.4 FT) SOUTH OF THE EDGE OF THE OLD HIGHWAY, 0.31
 MM0097'N SOUTH OF A CARSONITE WITNESS POST AND 3 CM BELOW THE GROUND.
 MM0097'STATION MARK IS A STANDARD CGS TOPOGRAPHIC DISK STAMPED AP 1963 STA A.
 MM0097'DESCRIBED BY R.D.BALL.
 MM0097
 MM0097                          STATION RECOVERY (1995)
 MM0097
 MM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MM0097'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF MAXWELL,
 MM0097'3.0 MI (4.8 KM) EAST OF NORTH PLATTE, AT THE NORTH PLATTE REGIONAL
 MM0097'AIRPORT AND NEAR THE EXTREME NORTHWEST END OF RUNWAY 12R.
 MM0097'OWNERSHIP--NORTH PLATTE AIRPORT AUTHORITY, PO BOX 1517, NORTH PLATTE
 MM0097'NE 69103.  AIRPORT MANAGER IS KENT PENNEY, PHONE (308) 532-1900.  TO
 MM0097'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE
 MM0097'HIGHWAY 56 G LINK (2.3 MI SOUTHEAST OF NORTH PLATTE) EXIT 179, GO
 MM0097'NORTH ON STATE HIGHWAY 56 G LINK FOR 1.85 MI (2.98 KM) TO A
 MM0097'T-JUNCTION, TURN RIGHT AND GO EAST ON US HIGHWAY 30 FOR 1.5 MI (2.4
 MM0097'KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTH ON THE AIRPORT
 MM0097'ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO AN INTERSECTION AND THE AIRPORT
 MM0097'OFFICE AHEAD, TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.2 MI (0.3
 MM0097'KM) TO A LOCKED GATE, PASS THROUGH GATE, CONTINUE AHEAD AND GO WEST ON
 MM0097'PAVED ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.  THE
 MM0097'STATION IS 132.5 FT (40.4 M) NORTHEAST OF THE NORTHEAST EDGE OF THE
 MM0097'STOPWAY, 58.9 FT (18.0 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 MM0097'3.7 FT (1.1 M) X 3.7 FT (1.1 M) CONCRETE PAD, 49.9 FT (15.2 M)
 MM0097'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF A GREEN ELECTRICAL BOX, 49.4
 MM0097'FT (15.1 M) SOUTH OF THE PAVED ROAD CENTER AND 1.3 FT (0.4 M) NORTH OF
 MM0097'A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 MM0097
 MM0097                          STATION RECOVERY (1997)
 MM0097
 MM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MM0097'RECOVERED AS DESCRIBED.
 MM0097
 MM0097                          STATION RECOVERY (1999)
 MM0097
 MM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 MM0097'OTHER ALIASES INCLUDE DOD 5857-2 AND NORTH PLATTE AP A. STATION IS AT
 MM0097'LEE BIRD FIELD (NORTH PLATTE MUNICIPAL AIRPORT) NEAR COMMUNITY OF
 MM0097'BECK, NEBRASKA.  STATION IS 2.9 MI (4.7 KM) EAST OF LINCOLN COUNTY
 MM0097'COURTHOUSE IN DOWNTOWN NORTH PLATTE, NEBRASKA.  TO ACCESS FROM EXIT
 MM0097'179 OF INTERSTATE 80, GO NORTH ON NE LINK HIGHWAY 56G (NEWBERRY
 MM0097'ACCESS) .  GO 1.8 MI (2.9 KM) AND TURN EAST (RIGHT) ONTO US ROUTE 30.
 MM0097'GO 1.45 MI (2.33 KM) AND TURN SSE (RIGHT) ONTO AIRPORT ROAD.  GO 0.05
 MM0097'MI (0.08 KM) TO TOWNSHIP LINE ROAD (SERVICE ROAD = OLD US 30) .  TURN
 MM0097'WEST (RIGHT) AND GO 0.45 MI (0.72 KM) TO STATION ON LEFT.  STATION IS
 MM0097'IN GRASS FIELD, 11.9 M (39.0 FT) SOUTH OF SOUTH SIDE OF SERVICE ROAD,
 MM0097'40.0 M (131.2 FT) NE OF NE SIDE OF NORTHWESTERN APPROACH AREA TO NW-SE
 MM0097'RUNWAY, 16 M (52.5 FT) EAST OF 0.9 M (3.0 FT) SQUARE GREEN BOX, AND
 MM0097'0.40 M (1.31 FT) NORTH OF FIBERGLASS WITNESS POST.  DISK IS SET IN TOP
 MM0097'OF 0.23 M (0.75 FT) SQUARE CONCRETE MONUMENT SET FLUSH WITH GROUND.
 MM0097'CHISELED ARROW POINTS NORTH.  DISK IS 6 MM BELOW MONUMENT TOP.
 MM0097'STATION IS ABOUT 160 M (524.9 FT) EAST OF TRIANGULATION STATION CLINCH
 MM0097'(1951) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4144 ***********************************************************************
 AB4144  SACS        -  This is a Secondary Airport Control Station.
 AB4144  DESIGNATION -  AP STA A OFK
 AB4144  PID         -  AB4144
 AB4144  STATE/COUNTY-  NE/MADISON
 AB4144  USGS QUAD   -  ENOLA (1976)
 AB4144
 AB4144                         *CURRENT SURVEY CONTROL
 AB4144  ___________________________________________________________________
 AB4144* NAD 83(1995)-  41 59 31.04452(N)    097 26 30.85190(W)     ADJUSTED  
 AB4144* NAVD 88     -       469.47   (meters)    1540.3    (feet)  GPS OBS   
 AB4144  ___________________________________________________________________
 AB4144  X           -    -614,955.428 (meters)                     COMP
 AB4144  Y           -  -4,707,933.974 (meters)                     COMP
 AB4144  Z           -   4,245,237.350 (meters)                     COMP
 AB4144  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AB4144  ELLIP HEIGHT-         444.63  (meters)          (11/06/01) GPS OBS
 AB4144  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AB4144
 AB4144  HORZ ORDER  -  FIRST
 AB4144  ELLP ORDER  -  FOURTH    CLASS II
 AB4144
 AB4144.This mark is at Karl Stefan Mem Airport (OFK)
 AB4144
 AB4144.The horizontal coordinates were established by GPS observations
 AB4144.and adjusted by the National Geodetic Survey in September 1997..
 AB4144
 AB4144.The orthometric height was determined by GPS observations and a
 AB4144.high-resolution geoid model.
 AB4144
 AB4144.GPS derived orthometric heights for airport stations designated as
 AB4144.PACS or SACS are published to 2 decimal places.  This maintains
 AB4144.centimeter relative accuracy between the PACS and SACS.  It does
 AB4144.not indicate centimeter accuracy relative to other marks which are
 AB4144.part of the NAVD 88 network.
 AB4144
 AB4144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4144
 AB4144.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4144
 AB4144.The ellipsoidal height was determined by GPS observations
 AB4144.and is referenced to NAD 83.
 AB4144
 AB4144.The geoid height was determined by GEOID03.
 AB4144
 AB4144;                    North         East     Units Scale Factor Converg.
 AB4144;SPC NE       -   242,799.487   711,871.280   MT  0.99969453   +1 41 42.9
 AB4144;UTM  14      - 4,650,057.338   629,055.809   MT  0.99980494   +1 02 33.2
 AB4144
 AB4144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4144!SPC NE       -   0.99993027  x   0.99969453  =   0.99962482
 AB4144!UTM  14      -   0.99993027  x   0.99980494  =   0.99973522
 AB4144
 AB4144                          SUPERSEDED SURVEY CONTROL
 AB4144
 AB4144  ELLIP H (09/23/97)  444.70   (m)                       GP(       ) 4 2
 AB4144
 AB4144.Superseded values are not recommended for survey control.
 AB4144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4144.See file dsdata.txt to determine how the superseded data were derived.
 AB4144
 AB4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2905650057(NAD 83)
 AB4144_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB4144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4144_STAMPING: AP 1963 STA A
 AB4144_MARK LOGO: CGS   
 AB4144_PROJECTION: FLUSH
 AB4144_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4144+STABILITY: SURFACE MOTION
 AB4144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4144+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2001
 AB4144
 AB4144  HISTORY     - Date     Condition        Report By
 AB4144  HISTORY     - 1963     MONUMENTED       CGS
 AB4144  HISTORY     - 19850615 GOOD             NGS
 AB4144  HISTORY     - 19950627 GOOD             NGS
 AB4144  HISTORY     - 19970616 GOOD             NGS
 AB4144  HISTORY     - 20011111 GOOD             NGS
 AB4144
 AB4144                          STATION DESCRIPTION
 AB4144
 AB4144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AB4144'THE STATION IS LOCATED IN THE NORTHWSTERN SECTION OF THE KARL STEFAN
 AB4144'MEMORIAL AIRPORT, NEAR RUNWAY END 13.  IT IS 258.37 FT (78.75 M) EAST
 AB4144'OF THE CENTERLINE END OF RUNWAY 13, 219.7 FT (67.0 M) NORTH OF THE
 AB4144'SECOND RUNWAY LIGHT, 56, 219.3 FT (66.8 M) SOUTHEAST OF THE NORTHEAST
 AB4144'THERSHOLD LIGHT, 90.4 FT (27.6 M) NORTHEAST OF AND IN LINE WITH
 AB4144'OPPOSITE RUNWAY LIGHTS.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF
 AB4144'A 10 INCH CONCRETE POST, ONE INCH BELOW THE SURFACE OF THE GROUND, AND
 AB4144'STAMPED AP 1963 STA A.
 AB4144
 AB4144                          STATION RECOVERY (1995)
 AB4144
 AB4144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4144'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF MADISON, 4.3
 AB4144'MI (6.9 KM) SOUTH OF NORFOLK AND AT THE KARL STEFAN MEMORIAL AIRPORT,
 AB4144'NEAR THE APPROACH END OF RUNWAY 13, IN THE GRASS AREA FORMED BY THE
 AB4144'RUNWAY AND TAXIWAY.  OWNERSHIP--CITY OF NORFOLK, BOX 380, NORFOLK NE
 AB4144'68701.  AIRPORT MANAGER IS RICK KROPF, PHONE (402) 371-7210.  TO REACH
 AB4144'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 275 BYPASS ON
 AB4144'THE SOUTH SIDE OF NORFOLK, GO SOUTH ON U.S. HIGHWAY 81 FOR 1.0 MI (1.6
 AB4144'KM) TO A BRIDGE OVER THE ELKHORN RIVER, CONTINUE AHEAD AND GO SOUTH ON
 AB4144'U.S. HIGHWAY 81 FOR 1.3 MI (2.1 KM) TO A ROAD RIGHT, TURN RIGHT AND GO
 AB4144'WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO THE
 AB4144'TERMINAL AHEAD AND A ROAD RIGHT, TURN RIGHT AND GO NORTH ON A PAVED
 AB4144'ROAD (THROUGH PARKING LOT) FOR 0.05 MI (0.08 KM) TO A GATE AHEAD, PASS
 AB4144'THROUGH GATE, TURN LEFT AND GO WEST ON PAVED ROAD/TAXIWAY FOR 0.05 MI
 AB4144'(0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTH-SOUTHWEST ON THE
 AB4144'PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO A T-JUNCTION, TURN RIGHT AND
 AB4144'GO NORTHWEST ON A PARALLEL TAXIWAY FOR 0.15 MI (0.24 KM) TO A RUNWAY,
 AB4144'CONTINUE AHEAD CROSSING THE RUNWAY AND GO NORTHWEST ON THE PARALLEL
 AB4144'TAXIWAY FOR 0.25 MI (0.40 KM) TO A CONNECTOR TAXIWAY LEFT, CONTINUE
 AB4144'AHEAD AND GO NORTHWEST ON THE PARALLEL TAXIWAY FOR 0.35 MI (0.56 KM)
 AB4144'TO THE STATION ON THE LEFT. THE STATION IS RECESSED 2 CM BELOW GROUND
 AB4144'LEVEL.  LOCATED 219.7 FT (67.0 M) NORTH OF THE SECOND RUNWAY LIGHT,
 AB4144'219.3 FT (66.8 M) SOUTHEAST OF THE MOST NORTHEASTERLY THRESHOLD LIGHT,
 AB4144'188.3 FT (57.4 M) SOUTHWEST FROM THE PARALLEL TAXIWAY CENTER, 166.4 FT
 AB4144'(50.7 M) NORTHEAST OF THE RUNWAY CENTER, 90.4 FT (27.6 M) NORTHEAST OF
 AB4144'THE FIRST RUNWAY LIGHT (IN LINE WITH OPPOSITE SIDE), 89.4 FT (27.2 M)
 AB4144'EAST OF THE EAST CORNER OF A CONCRETE PAD FOR A TAXIWAY INDICATOR SIGN
 AB4144'AND 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.  THIS STATION TO BE
 AB4144'USED AS SACS.
 AB4144
 AB4144                          STATION RECOVERY (1997)
 AB4144
 AB4144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4144'RECOVERED AS DESCRIBED.
 AB4144
 AB4144                          STATION RECOVERY (2001)
 AB4144
 AB4144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JDH)
 AB4144'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF MADISON, 4.3
 AB4144'MI (6.9 KM) SOUTH OF NORFOLK AND AT THE KARL STEFAN MEMORIAL AIRPORT,
 AB4144'NEAR THE APPROACH END OF RUNWAY 13, IN THE GRASS AREA FORMED BY THE
 AB4144'RUNWAY AND TAXIWAY.  OWNERSHIP--CITY OF NORFOLK,4100 S. 13TH ST. PO
 AB4144'BOX 1343, NORFOLK NE
 AB4144'68702.  AIRPORT MANAGER IS GERALD ADAMS, PHONE (402) 371-7210.  TO
 AB4144'REACH
 AB4144'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 275 BYPASS ON
 AB4144'THE SOUTH SIDE OF NORFOLK, GO SOUTH ON U.S. HIGHWAY 81 FOR 1.0 MI (1.6
 AB4144'KM) TO A BRIDGE OVER THE ELKHORN RIVER, CONTINUE AHEAD AND GO SOUTH ON
 AB4144'U.S. HIGHWAY 81 FOR 1.3 MI (2.1 KM) TO A ROAD RIGHT, TURN RIGHT AND GO
 AB4144'WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO THE
 AB4144'TERMINAL AHEAD AND A ROAD RIGHT, TURN RIGHT AND GO NORTH ON A PAVED
 AB4144'ROAD (THROUGH PARKING LOT) FOR 0.05 MI (0.08 KM) TO A GATE AHEAD, PASS
 AB4144'THROUGH GATE, TURN LEFT AND GO WEST ON PAVED ROAD/TAXIWAY FOR 0.05 MI
 AB4144'(0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTH-SOUTHWEST ON THE
 AB4144'PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO A T-JUNCTION, TURN RIGHT AND
 AB4144'GO NORTHWEST ON A PARALLEL TAXIWAY FOR 0.15 MI (0.24 KM) TO A RUNWAY,
 AB4144'CONTINUE AHEAD CROSSING THE RUNWAY AND GO NORTHWEST ON THE PARALLEL
 AB4144'TAXIWAY FOR 0.25 MI (0.40 KM) TO A CONNECTOR TAXIWAY LEFT, CONTINUE
 AB4144'AHEAD AND GO NORTHWEST ON THE PARALLEL TAXIWAY FOR 0.35 MI (0.56 KM)
 AB4144'TO THE STATION ON THE LEFT. THE STATION IS RECESSED 2 CM BELOW GROUND
 AB4144'LEVEL.  LOCATED 219.7 FT (67.0 M) NORTH OF THE SECOND RUNWAY LIGHT,
 AB4144'219.3 FT (66.8 M) SOUTHEAST OF THE MOST NORTHEASTERLY THRESHOLD LIGHT,
 AB4144'188.3 FT (57.4 M) SOUTHWEST FROM THE PARALLEL TAXIWAY CENTER, 166.4 FT
 AB4144'(50.7 M) NORTHEAST OF THE RUNWAY CENTER, 90.4 FT (27.6 M) NORTHEAST OF
 AB4144'THE FIRST RUNWAY LIGHT (IN LINE WITH OPPOSITE SIDE), 89.4 FT (27.2 M)
 AB4144'EAST OF THE EAST CORNER OF A CONCRETE PAD FOR A TAXIWAY INDICATOR SIGN
 AB4144'AND 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.  THIS STATION TO BE
 AB4144'USED AS SACS.
 AB4144'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2153 ***********************************************************************
 MK2153  SACS        -  This is a Secondary Airport Control Station.
 MK2153  DESIGNATION -  AP STA A OLU
 MK2153  PID         -  MK2153
 MK2153  STATE/COUNTY-  NE/BURT
 MK2153  USGS QUAD   -  COLUMBUS (1976)
 MK2153
 MK2153                         *CURRENT SURVEY CONTROL
 MK2153  ___________________________________________________________________
 MK2153* NAD 83(1995)-  41 27 09.81042(N)    097 20 45.06790(W)     ADJUSTED  
 MK2153* NAVD 88     -       439.53   (meters)    1442.0    (feet)  GPS OBS   
 MK2153  ___________________________________________________________________
 MK2153  X           -    -612,155.874 (meters)                     COMP
 MK2153  Y           -  -4,748,470.108 (meters)                     COMP
 MK2153  Z           -   4,200,512.649 (meters)                     COMP
 MK2153  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 MK2153  ELLIP HEIGHT-         414.22  (meters)          (12/10/01) GPS OBS
 MK2153  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 MK2153
 MK2153  HORZ ORDER  -  FIRST
 MK2153  ELLP ORDER  -  FOURTH    CLASS I
 MK2153
 MK2153.This mark is at Columbus Municipal Airport (OLU)
 MK2153
 MK2153.The horizontal coordinates were established by GPS observations
 MK2153.and adjusted by the National Geodetic Survey in September 1997..
 MK2153
 MK2153.The orthometric height was determined by GPS observations and a
 MK2153.high-resolution geoid model.
 MK2153
 MK2153.GPS derived orthometric heights for airport stations designated as
 MK2153.PACS or SACS are published to 2 decimal places.  This maintains
 MK2153.centimeter relative accuracy between the PACS and SACS.  It does
 MK2153.not indicate centimeter accuracy relative to other marks which are
 MK2153.part of the NAVD 88 network.
 MK2153
 MK2153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2153
 MK2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2153
 MK2153.The ellipsoidal height was determined by GPS observations
 MK2153.and is referenced to NAD 83.
 MK2153
 MK2153.The geoid height was determined by GEOID03.
 MK2153
 MK2153;                    North         East     Units Scale Factor Converg.
 MK2153;SPC NE       -   183,195.963   721,661.823   MT  0.99965902   +1 45 32.0
 MK2153;UTM  14      - 4,590,336.318   638,162.523   MT  0.99983492   +1 05 42.8
 MK2153
 MK2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2153!SPC NE       -   0.99993503  x   0.99965902  =   0.99959408
 MK2153!UTM  14      -   0.99993503  x   0.99983492  =   0.99976996
 MK2153
 MK2153                          SUPERSEDED SURVEY CONTROL
 MK2153
 MK2153  ELLIP H (09/22/97)  414.27   (m)                       GP(       ) 4 1
 MK2153  NAD 83(1995)-  41 27 09.81069(N)    097 20 45.07015(W) AD(       ) 1
 MK2153  ELLIP H (08/18/97)  414.30   (m)                       GP(       ) 4 1
 MK2153  NAD 83(1986)-  41 27 09.81999(N)    097 20 45.07439(W) AD(       ) 1
 MK2153  NGVD 29 (02/23/90)  439.3    (m)         1441.     (f) GPS OBS        
 MK2153
 MK2153.Superseded values are not recommended for survey control.
 MK2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2153.See file dsdata.txt to determine how the superseded data were derived.
 MK2153
 MK2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3816390336(NAD 83)
 MK2153_MARKER: DT = TOPOGRAPHIC STATION DISK
 MK2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2153_SP_SET: CONCRETE POST
 MK2153_STAMPING: AP 1969 STA A OLU
 MK2153_MARK LOGO: CGS   
 MK2153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MK2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2153+STABILITY: SURFACE MOTION
 MK2153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2153+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1997
 MK2153
 MK2153  HISTORY     - Date     Condition        Report By
 MK2153  HISTORY     - 1969     MONUMENTED       CGS
 MK2153  HISTORY     - 19860615 GOOD             NGS
 MK2153  HISTORY     - 19890418 GOOD             NGS
 MK2153  HISTORY     - 19950602 GOOD             NGS
 MK2153  HISTORY     - 19970612 GOOD             NGS
 MK2153
 MK2153                          STATION DESCRIPTION
 MK2153
 MK2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MK2153'LOCATED NEAR NW END OF RUNWAY 14-32, 250.91 FT (76.48 M) SE OF C/L
 MK2153'RUNWAY END 14, 57.0 FT (17.4 M) SE OF FIRST RUNWAY LIGHT SE OF RUNWAY
 MK2153'END, 50.5 FT (15.4 M) NE OF NE EDGE OF RUNWAY.  THE MARK IS SET IN A
 MK2153'CONCRETE POST ONE INCH BELOW THE GROUND AND IS STAMPED AP 1969 STA A
 MK2153'OLU.  NOTE, THE STATION IS ALSO 57.5 FT (17.5 M) SOUTH OF A REIL.
 MK2153
 MK2153                          STATION RECOVERY (1989)
 MK2153
 MK2153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2153'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF COLUMBUS, AT
 MK2153'THE COLUMBUS MUNICIPAL AIRPORT, NEAR RUNWAY END 14.
 MK2153'OWNERSHIP--COLUMBUS AIRPORT AUTHORITY, BOX 315, COLUMBUS, NE 68601.
 MK2153'AIRPORT MANAGER IS JERRY SHULTZ, TELEPHONE 402-564-7377.
 MK2153'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 81 IN
 MK2153'NORTHWEST COLUMBUS, GO EAST ON U.S. HIGHWAY 30 FOR 1.59 KM (1.00 MI)
 MK2153'TO A CROSS STREET (18TH AVENUE).  TURN LEFT AND GO NORTH ALONG 18TH
 MK2153'AVENUE FOR 0.36 KM (0.20 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 MK2153'AND GO EAST FOR 0.50 KM (0.30 MI) TO A GATE ON THE RIGHT WHERE THE
 MK2153'ROAD TURNS LEFT.  TURN RIGHT AND PASS THROUGH THE GATE, THEN GO SOUTH,
 MK2153'THEN EAST, THEN NORTH, THEN EAST FOR 0.28 KM (0.15 MI) TO A TAXIWAY.
 MK2153'TURN LEFT AND GO NORTHWEST ON THE TAXIWAY FOR 1.28 KM (0.80 MI) TO ITS
 MK2153'JUCTION WITH RUNWAY END 14.  CROSS THE RUNWAY END, THEN BEAR RIGHT AND
 MK2153'GO SOUTHEAST ON THE GRASS FOR 0.10 KM (0.05 MI) TO THE MARK.
 MK2153'THE STATION MARK IS SET 36.6 M (120.1 FT) NORTHWEST OF THE WEST LEG OF
 MK2153'THE SOUTHEAST ONE OF TWO VASI, 17.5 M (57.4 FT) SOUTH OF A REIL, 16.2
 MK2153'M (53.1 FT) SOUTHEAST OF THE MOST NORTHEASTERLY RUNWAY THRESHOLD LIGHT
 MK2153'AND 15.4 M (50.5 FT) NORTHEAST OF THE RUNWAY EDGE.
 MK2153'DESCRIBED BY G.R.HEID.
 MK2153
 MK2153                          STATION RECOVERY (1995)
 MK2153
 MK2153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2153'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF PLATTE
 MK2153'CENTER, 1.8 MI (2.9 KM) NORTHWEST OF COLUMBUS, ON THE COLUMBUS
 MK2153'MUNICIPAL AIRPORT, NEAR THE OLD THRESHOLD OF RUNWAY 14.
 MK2153'OWNERSHIP--COLUMBUS AIRPORT AUTHORITY, PO BOX 315, COLUMBUS NE 68601.
 MK2153'AIRPORT MANAGER IS JERRY SCHULTZ, PHONE (402) 564-7043.  TO REACH THE
 MK2153'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 81 IN NORTHWEST
 MK2153'COLUMBUS, GO EAST ON U.S. HIGHWAY 30 FOR 1.0 MI (1.6 KM) TO AN
 MK2153'INTERSECTION, TURN LEFT AND GO NORTH ON 18TH STREET FOR 0.2 MI (0.3
 MK2153'KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE AIRPORT
 MK2153'ENTRANCE ROAD FOR 0.25 MI (0.40 KM) TO A SLIGHT CURVE LEFT AND A PAVED
 MK2153'ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.1 MI (0.2
 MK2153'KM) TO A GATE AHEAD, PASS THROUGH GATE, TURN RIGHT AND GO NORTHEAST ON
 MK2153'A TAXIWAY, CROSSING THE APRON, FOR 0.15 MI (0.24 KM) TO A TAXIWAY
 MK2153'INTERSECTION, TURN LEFT AND GO NORTHWEST ON THE PARALLEL TAXIWAY FOR
 MK2153'0.25 MI (0.40 KM) TO A CONNECTOR TAXIWAY AND A ROAD LEADING TO A VOR
 MK2153'ON THE RIGHT, CONTINUE AHEAD AND GO NORTHWEST ON THE PARALLEL TAXIWAY
 MK2153'FOR 0.25 MI (0.40 KM) TO THE FIRST CONNECTOR TAXIWAY RIGHT, TURN RIGHT
 MK2153'AND GO NORTHEAST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 MK2153'JUNCTION WITH THE RUNWAY, BEAR LEFT AND GO NORTH-NORTHEAST, CROSSING
 MK2153'THE RUNWAY, THEN ON THE GRASS FOR 0.05 MI (0.08 KM) TO THE STATION.
 MK2153'THE STATION IS 124.7 FT (38.0 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A
 MK2153'NEW CONCRETE THRESHOLD BAR, 100.0 FT (30.5 M) NORTHEAST OF THE RUNWAY
 MK2153'CENTER, 57.4 FT (17.5 M) SOUTH OF A OLD REIL LIGHT BASE, 51.3 FT (15.6
 MK2153'M) SOUTHWEST OF A SHORT WITNESS POST SET AT THE EDGE OF A CULTIVATED
 MK2153'FIELD AND 43.2 FT (13.2 M) NORTH-NORTHEAST FROM A RUNWAY LIGHT BASE
 MK2153'CENTER.  NOTE--RUNWAY IS UNDER CONSTRUCTION, THE RUNWAY MARKING LIGHTS
 MK2153'ARE NOT MOUNTED AT THIS TIME.  THIS STATION TO BE USED AS SACS.
 MK2153
 MK2153                          STATION RECOVERY (1997)
 MK2153
 MK2153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 MK2153'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0654 ***********************************************************************
 MN0654  SACS        -  This is a Secondary Airport Control Station.
 MN0654  DESIGNATION -  AP STA B
 MN0654  PID         -  MN0654
 MN0654  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0654  USGS QUAD   -  LAKE ALICE (1965)
 MN0654
 MN0654                         *CURRENT SURVEY CONTROL
 MN0654  ___________________________________________________________________
 MN0654* NAD 83(1995)-  41 52 55.50381(N)    103 36 13.77049(W)     ADJUSTED  
 MN0654* NAVD 88     -      1207.22   (meters)    3960.7    (feet)  GPS OBS   
 MN0654  ___________________________________________________________________
 MN0654  X           -  -1,118,794.405 (meters)                     COMP
 MN0654  Y           -  -4,623,191.294 (meters)                     COMP
 MN0654  Z           -   4,236,655.036 (meters)                     COMP
 MN0654  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 MN0654  ELLIP HEIGHT-        1188.26  (meters)          (12/13/01) GPS OBS
 MN0654  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 MN0654
 MN0654  HORZ ORDER  -  FIRST
 MN0654  ELLP ORDER  -  FOURTH    CLASS II
 MN0654
 MN0654.This mark is at William B Heilig Fld Airport (BFF)
 MN0654
 MN0654.The horizontal coordinates were established by GPS observations
 MN0654.and adjusted by the National Geodetic Survey in August 1998..
 MN0654
 MN0654.The orthometric height was determined by GPS observations and a
 MN0654.high-resolution geoid model.
 MN0654
 MN0654.GPS derived orthometric heights for airport stations designated as
 MN0654.PACS or SACS are published to 2 decimal places.  This maintains
 MN0654.centimeter relative accuracy between the PACS and SACS.  It does
 MN0654.not indicate centimeter accuracy relative to other marks which are
 MN0654.part of the NAVD 88 network.
 MN0654
 MN0654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0654
 MN0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0654
 MN0654.The ellipsoidal height was determined by GPS observations
 MN0654.and is referenced to NAD 83.
 MN0654
 MN0654.The geoid height was determined by GEOID03.
 MN0654
 MN0654;                    North         East     Units Scale Factor Converg.
 MN0654;SPC NE       -   233,696.328   201,052.024   MT  0.99968011   -2 23 17.7
 MN0654;UTM  13      - 4,637,626.684   615,842.372   MT  0.99976513   +0 55 55.9
 MN0654
 MN0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0654!SPC NE       -   0.99981366  x   0.99968011  =   0.99949383
 MN0654!UTM  13      -   0.99981366  x   0.99976513  =   0.99957884
 MN0654
 MN0654                          SUPERSEDED SURVEY CONTROL
 MN0654
 MN0654  ELLIP H (08/21/98) 1188.31   (m)                       GP(       ) 4 2
 MN0654  NAD 83(1995)-  41 52 55.50355(N)    103 36 13.77025(W) AD(       ) 1
 MN0654  ELLIP H (08/18/97) 1188.32   (m)                       GP(       ) 4 1
 MN0654  NAD 83(1995)-  41 52 55.50355(N)    103 36 13.77025(W) AD(       ) 1
 MN0654  ELLIP H (01/07/93) 1188.53   (m)                       GP(       ) 4 2
 MN0654  NAD 83(1986)-  41 52 55.49416(N)    103 36 13.76943(W) AD(       ) 1
 MN0654  NGVD 29 (02/23/90) 1206.6    (m)         3959.     (f) GPS OBS        
 MN0654
 MN0654.Superseded values are not recommended for survey control.
 MN0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0654.See file dsdata.txt to determine how the superseded data were derived.
 MN0654
 MN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1584237627(NAD 83)
 MN0654_MARKER: DT = TOPOGRAPHIC STATION DISK
 MN0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0654_SP_SET: CONCRETE POST
 MN0654_STAMPING: AP 1962 STA B
 MN0654_MARK LOGO: CGS   
 MN0654_PROJECTION: FLUSH
 MN0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0654+STABILITY: SURFACE MOTION
 MN0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0654+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1997
 MN0654
 MN0654  HISTORY     - Date     Condition        Report By
 MN0654  HISTORY     - 1962     MONUMENTED       CGS
 MN0654  HISTORY     - 19890630 GOOD             NGS
 MN0654  HISTORY     - 19910615 GOOD             NGS
 MN0654  HISTORY     - 19950821 GOOD             NGS
 MN0654  HISTORY     - 19970724 GOOD             NGS
 MN0654
 MN0654                          STATION DESCRIPTION
 MN0654
 MN0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MN0654'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHEAST OF SCOTTSBLUFF,
 MN0654'AT THE SCOTTSBLUFF COUNTY, WILLIIAM B. HEILIG FIELD AIRPORT, IN THE
 MN0654'EAST ANGLE OF THE JUNCTION OF RUNWAYS 12-30 AND 17-35.
 MN0654'OWNERSHIP--SCOTTS BLUFF COUNTY, P.O. BOX 799, SCOTTSBLUFF, NE 69361.
 MN0654'AIRPORT MANAGER IS WILLIAM B. HEILIG, TELTPHONE 308-632-5331.
 MN0654'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 26 AND STATE
 MN0654'HIGHWAY 71 ABOUT 4 KM (2.50 MI) NORTHEAST OF SCOTTSBLUFF, GO EAST ON
 MN0654'US HIGHWAY 26 AND STATE HIGHWAY 71 FOR 1.61 KM (1.00 MI) TO THE
 MN0654'JUNCTION OF STATE HIGHWAY 71 BUSINESS.  CONTINUE EAST ON US HIGHWAY 26
 MN0654'FOR 5.78 KM (3.60 MI) TO A CROSSROAD AND GRAIN ELEVATOR ON THE RIGHT.
 MN0654'TURN LEFTAND GO NORTH ON A PAVED ROAD FOR 2.73 KM (1.70 MI) TO A ROAD
 MN0654'RIGHT, NEAR AN AIRPORT BEACON LIGHT.  TURN RIGHT AND GO EASTERLY ON A
 MN0654'PAVED ROAD FOR 0.24 KM (0.15 MI) TO A GATE ON THE LEFT BETWEEN THE
 MN0654'TERMIAL BUILDING AND FIRE HOUSE.  TURN LEFT AND GO NORTHEAST THROUGH
 MN0654'THE GATE THEN CROSSING AN APRON FOR 0.19 KM (0.10 MI) TO TAXIWAY B.
 MN0654'TURN LEFT AND GO NORTHWEST ON TAXIWAY B CROSSING RUNWAY 5-23 FOR 1.28
 MN0654'KM (0.80 MI) TO RUNWAY 17-35.  BEAR RIGHT AND GO NORTH ALONGSIDE THE
 MN0654'RUNWAY, CROSSING RUNWAY 12-30 FOR 0.29 KM (0.20 MI) TO THE STATION ON
 MN0654'THE RIGHT.
 MN0654'THE STATION MARK IS 32.8 M (107.6 FT) EAST OF THE CURVED PAVEMENT EDGE
 MN0654'AT THE RUNWAY JUNCTION, 28.4 M (93.2 FT) NORTHEAST OF THE EDGE OF
 MN0654'RUNWAY 12-30, 25.9 M (85.0 FT) EAST OF A RUNWAY LIGHT, 25.8 M
 MN0654'(84.6 FT) NORTH OF THE NORTH LEG OF THE NORTHEAST 1 OF 2 VASI LIGHTS,
 MN0654'0.4 M (1.3 FT) SOUTHWEST OF A CARSONITE WITNESS POST AND 10 CM BELOW
 MN0654'THE GROUND.
 MN0654'DESCRIBED BY R.D.BALL.
 MN0654
 MN0654                          STATION RECOVERY (1991)
 MN0654
 MN0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MN0654'STATION IS LOCATED AT THE SCOTTS BLUFF COUNTY AIRPORT NEAR RUNWAY END
 MN0654'12.  IT IS 189.6 FT (57.8 M) EAST OF THE CENTERLINE OF RUNWAY 17-35,
 MN0654'169.2 FT (51.6 M) NORTHEAST OF THE CENTERLINE OF RUNWAY 12-30 AND 84.9
 MN0654'FT (25.9 M) NORTH OF THE NORTH LEG OF THE NORTHEASTERLY OF TWO VASI.
 MN0654'STATION IS A STANDARD TOPOGRAPHICAL DISK STAMPED STATION B AP 1962 SET
 MN0654'IN A CONCRETE POST WHICH IS 0.3 FT (9.1 CM) BELOW THE SURFACE.
 MN0654
 MN0654                          STATION RECOVERY (1995)
 MN0654
 MN0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0654'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHWEST OF MINATARE,
 MN0654'4.0 MI (6.4 KM) NORTHEAST OF SCOTTSBLUFF, AT THE SCOTTSBLUFF
 MN0654'COUNTY/WILLIAM B. HEILIG FIELD AND NEAR THE APPROACH END OF RUNWAY 12.
 MN0654'OWNERSHIP--SCOTTS BLUFF COUNTY, BOX 690, GERING NE 69341. AIRPORT
 MN0654'MANAGER IS RICK METER, PHONE (308) 436-6700 OR FRANK MAGNETICO, (308)
 MN0654'635-4362 (PAGER).  TO REACH THE STATION FROM THE JUNCTION OF US
 MN0654'HIGHWAY 26, STATE HIGHWAY 71 NORTH AND STATE HIGHWAY 71 BUSINESS ROUTE
 MN0654'SOUTH (AVENUE I) ON THE NORTH SIDE OF SCOTTSBLUFF, GO EASTERLY ON US
 MN0654'HIGHWAY 26 FOR 2.9 MI (4.7 KM) TO AN INTERSECTION AND A GRAIN ELEVATOR
 MN0654'RIGHT, TURN LEFT AND GO EAST ON HIGHLAND ROAD FOR 1.7 MI (2.7 KM) TO
 MN0654'AN INTERSECTION, TURN LEFT AND GO NORTH ON COUNTY ROAD 25 FOR 0.7 MI
 MN0654'(1.1 KM) TO TO A ROAD RIGHT, TURN RIGHT AND GO EAST ON ROBERTSON ROAD
 MN0654'FOR 0.15 MI (0.24 KM) TO A GATE LEFT, PASS THROUGH GATE AND GO
 MN0654'NORTH-NORTHEAST ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO A PARALLEL
 MN0654'TAXIWAY (B), BEAR LEFT AND GO NORTHWEST ON THE PARALLEL TAXIWAY FOR
 MN0654'0.15 MI (0.24 KM) TO RUNWAY 05/23, CONTINUE AHEAD CROSSING THE RUNWAY
 MN0654'AND GO NORTHWEST ON THE PARALLEL TAXIWAY FOR 0.75 MI (1.21 KM) TO A
 MN0654'TAXIWAY TURN TO THE RIGHT, TURN RIGHT AND GO NORTHEAST ON THE TAXIWAY
 MN0654'THEN CROSSING RUNWAY 12/30 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 MN0654'RIGHT, NORTHWEST OF THE FIRST SET OF VASI LIGHTS.  THE STATION IS
 MN0654'RECESSED 6 CM BELOW GROUND.  LOCATED 168.5 FT (51.4 M) NORTHEAST OF
 MN0654'THE RUNWAY CENTER, 84.7 FT (25.8 M) EAST-NORTHEAST OF A RUNWAY LIGHT,
 MN0654'84.6 FT (25.8 M) NORTH-NORTHWEST OF THE NORTH LEG OF THE OUTER VASI
 MN0654'LIGHT AND 1.2 FT (0.4 M) SOUTHWEST OF A WITNESS POST.  THIS STATION TO
 MN0654'BE USED AS SACS.
 MN0654
 MN0654                          STATION RECOVERY (1997)
 MN0654
 MN0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0654'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1195 ***********************************************************************
 LG1195  DESIGNATION -  AP STA B 2 LNK
 LG1195  PID         -  LG1195
 LG1195  STATE/COUNTY-  NE/LANCASTER
 LG1195  USGS QUAD   -  EMERALD (1978)
 LG1195
 LG1195                         *CURRENT SURVEY CONTROL
 LG1195  ___________________________________________________________________
 LG1195* NAD 83(1995)-  40 49 38.75792(N)    096 45 47.39149(W)     ADJUSTED  
 LG1195* NAVD 88     -       357.1    (meters)    1172.     (feet)  VERTCON   
 LG1195  ___________________________________________________________________
 LG1195  X           -    -569,207.110 (meters)                     COMP
 LG1195  Y           -  -4,799,758.347 (meters)                     COMP
 LG1195  Z           -   4,148,157.008 (meters)                     COMP
 LG1195  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 LG1195  ELLIP HEIGHT-         330.32  (meters)          (06/27/02) GPS OBS
 LG1195  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 LG1195
 LG1195  HORZ ORDER  -  FIRST
 LG1195  ELLP ORDER  -  FOURTH    CLASS I
 LG1195
 LG1195.This mark is at Lincoln Municipal Airport (LNK)
 LG1195
 LG1195.The horizontal coordinates were established by GPS observations
 LG1195.and adjusted by the National Geodetic Survey in August 1997..
 LG1195
 LG1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1195
 LG1195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1195
 LG1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1195
 LG1195.The ellipsoidal height was determined by GPS observations
 LG1195.and is referenced to NAD 83.
 LG1195
 LG1195.The geoid height was determined by GEOID03.
 LG1195
 LG1195;                    North         East     Units Scale Factor Converg.
 LG1195;SPC NE       -   115,481.525   772,902.833   MT  0.99972817   +2 08 42.1
 LG1195;UTM  14      - 4,522,008.533   688,618.150   MT  1.00003791   +1 27 46.2
 LG1195
 LG1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1195!SPC NE       -   0.99994819  x   0.99972817  =   0.99967637
 LG1195!UTM  14      -   0.99994819  x   1.00003791  =   0.99998610
 LG1195
 LG1195                          SUPERSEDED SURVEY CONTROL
 LG1195
 LG1195  ELLIP H (08/18/97)  330.30   (m)                       GP(       ) 4 1
 LG1195  NAD 83(1986)-  40 49 38.76848(N)    096 45 47.39378(W) AD(       ) 1
 LG1195  NGVD 29 (02/23/90)  357.0    (m)         1171.     (f) GPS OBS        
 LG1195
 LG1195.Superseded values are not recommended for survey control.
 LG1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1195.See file dsdata.txt to determine how the superseded data were derived.
 LG1195
 LG1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8861822009(NAD 83)
 LG1195_MARKER: DT = TOPOGRAPHIC STATION DISK
 LG1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1195_SP_SET: CONCRETE POST
 LG1195_STAMPING: APP STA. B2 1966
 LG1195_MARK LOGO: NOS   
 LG1195_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1195+STABILITY: SURFACE MOTION
 LG1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1195+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1992
 LG1195
 LG1195  HISTORY     - Date     Condition        Report By
 LG1195  HISTORY     - UNK      MONUMENTED
 LG1195  HISTORY     - 19890320 GOOD             NGS
 LG1195  HISTORY     - 19920520 GOOD             NGS
 LG1195
 LG1195                          STATION DESCRIPTION
 LG1195
 LG1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1195'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTH-NORTHWEST OF
 LG1195'LINCOLN, AT THE LINCOLN MUNICIPAL AIRPORT.  OWNERSHIP--LINCLON AIRPORT
 LG1195'AUTHORITY, BOX 80407, LINCOLN, NE 68501.  AIRPORT MANAGER IS WAYNE
 LG1195'ANDERSON, TELEPHONE 402-474-2770.  CONTACT LARRY HICKOCK (OPERATIONS
 LG1195'MANAGER) TELEPHONE 402-470-3480.  ADVANCE NOTICE IS REQUIRED BY
 LG1195'AIRPORT AUTHORITY TO ARRANGE ESCORTS FOR PERSONNEL OCCUPYING THE
 LG1195'STATION.  PERSONNEL WILL MEET WITH THE ESCORTS AT THE FIRE, CRASH,
 LG1195'RESCUE AND MAINTENANCE BUILDING ON THE WEST SIDE OF THE AIRPORT AT AIR
 LG1195'PARK WEST.
 LG1195'TO REACH THE MAINTENANCE BUILDING AT AIR PARK WEST FROM THE
 LG1195'INTERSECTION OF INTERSTATE HIGHWAY 80 AND NW 48TH STREET (EXIT 395),
 LG1195'GO NORTH ON NW 48TH STREET FOR 3.37 KM (2.10 MI) TO THE JUNCTION WITH
 LG1195'WEST MATHIS STREET.  TURN RIGHT AND GO EAST ON WEST MATHIS STREET FOR
 LG1195'1.00 KM (0.60 MI) TO THE JUNCTION WITH NW 38TH STREET.  TURN LEFT AND
 LG1195'GO NORTH ON NW 38TH STREET FOR 0.32 KM (0.20 MI) TO THE JUNCTION WITH
 LG1195'WEST LUKE STREET.  TURN RIGHT AND GO EAST ON WEST LUKE STREET
 LG1195'FOLLOWING AIRPORT AUTHORITY MAINTENANCE SIGN FOR 0.31 KM (0.20 MI) TO
 LG1195'3401 WEST LUKE STREET AND THE BUILDING.
 LG1195'THE STATION IS AT THE NORTH CORNER OF A 0.5 M (1.6 FT) SQUARE PAD
 LG1195'SUPPORTING A BLUE REFLECTOR POST NEAR THE END OF RUNWAY 17R-35L.  THE
 LG1195'STATION MARK IS SET 77.8 M (255.2 FT) WEST OF THE SOUTHWEST CORNER OF
 LG1195'THE RUNWAY, 52.2 M (171.3 FT) NORTHEAST OF THE CENTER OF A DRAIN COVER
 LG1195'AT THE SOUTHERN CORNER OF AN APPROACH PAD, 34.2 M (112.2 FT) SOUTH OF
 LG1195'THE TAXIWAY CENTER, AND 4.2 M (13.8 FT) SOUTHEAST OF THE CONCRETE
 LG1195'EDGE.
 LG1195'DESCRIBED BY R.D.BALL.
 LG1195
 LG1195                          STATION RECOVERY (1992)
 LG1195
 LG1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG1195'IN LINCOLN, AT THE LINCOLN MUNICIPAL AIRPORT, 77.8 M (255.2 FT) WEST
 LG1195'OF THE SOUTHWEST CORNER OF RUNWAY 17R-35L, 52.2 M (171.3 FT)
 LG1195'NORTHEAST OF THE CENTER OF A DRAIN COVER AT THE SOUTH CORNER OF AN
 LG1195'APPROACH PAD, 4.2 M (13.8 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A
 LG1195'TAXIWAY, AT THE NORTH CORNER OF A 0.5 M (1.6 FT) SQUARE CONCRETE PAD
 LG1195'SUPPORTING A BLUE REFLECTOR, AND THE MONUMENT IS FLUSH WITH THE
 LG1195'GROUND SURFACE.  NOTE--FOR PERMISSION TO VISIT THE MARK SITE,
 LG1195'CONTACT--WAYNE ANDERSON--AIRPORT MANAGER, TELEPHONE NUMBER (402)
 LG1195'474-2770, OR LARRY HICKOCK--OPERATIONS MANAGER, TELEPHONE NUMBER
 LG1195'(402) 470-3480.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0742 ***********************************************************************
 NP0742  CBN         -  This is a Cooperative Base Network Control Station.
 NP0742  PACS        -  This is a Primary Airport Control Station.
 NP0742  DESIGNATION -  AP STA B CDR
 NP0742  PID         -  NP0742
 NP0742  STATE/COUNTY-  NE/DAWES
 NP0742  USGS QUAD   -  CHADRON WEST (1980)
 NP0742
 NP0742                         *CURRENT SURVEY CONTROL
 NP0742  ___________________________________________________________________
 NP0742* NAD 83(1995)-  42 49 59.50295(N)    103 06 02.91584(W)     ADJUSTED  
 NP0742* NAVD 88     -      1003.86   (meters)    3293.5    (feet)  GPS OBS   
 NP0742  ___________________________________________________________________
 NP0742  X           -  -1,061,992.606 (meters)                     COMP
 NP0742  Y           -  -4,563,349.110 (meters)                     COMP
 NP0742  Z           -   4,314,601.323 (meters)                     COMP
 NP0742  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 NP0742  ELLIP HEIGHT-         985.94  (meters)          (09/24/01) GPS OBS
 NP0742  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 NP0742
 NP0742  HORZ ORDER  -  B
 NP0742  ELLP ORDER  -  FOURTH    CLASS I
 NP0742
 NP0742.This mark is at Chadron Municipal Airport (CDR)
 NP0742
 NP0742.The horizontal coordinates were established by GPS observations
 NP0742.and adjusted by the National Geodetic Survey in June 1996..
 NP0742
 NP0742.The orthometric height was determined by GPS observations and a
 NP0742.high-resolution geoid model.
 NP0742
 NP0742.GPS derived orthometric heights for airport stations designated as
 NP0742.PACS or SACS are published to 2 decimal places.  This maintains
 NP0742.centimeter relative accuracy between the PACS and SACS.  It does
 NP0742.not indicate centimeter accuracy relative to other marks which are
 NP0742.part of the NAVD 88 network.
 NP0742
 NP0742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0742
 NP0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0742
 NP0742.The ellipsoidal height was determined by GPS observations
 NP0742.and is referenced to NAD 83.
 NP0742
 NP0742.The geoid height was determined by GEOID03.
 NP0742
 NP0742;                    North         East     Units Scale Factor Converg.
 NP0742;SPC NE       -   337,636.902   246,546.731   MT  0.99992777   -2 03 17.6
 NP0742;UTM  13      - 4,744,041.009   655,220.133   MT  0.99989641   +1 17 29.2
 NP0742
 NP0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0742!SPC NE       -   0.99984540  x   0.99992777  =   0.99977318
 NP0742!UTM  13      -   0.99984540  x   0.99989641  =   0.99974183
 NP0742
 NP0742                          SUPERSEDED SURVEY CONTROL
 NP0742
 NP0742  ELLIP H (06/25/96)  985.99   (m)                       GP(       ) 1 1
 NP0742  ELLIP H (01/07/93)  986.16   (m)                       GP(       ) 4 2
 NP0742  NAD 83(1986)-  42 49 59.49501(N)    103 06 02.91496(W) AD(       ) 1
 NP0742  NGVD 29 (02/23/90) 1003.2    (m)         3291.     (f) GPS OBS        
 NP0742
 NP0742.Superseded values are not recommended for survey control.
 NP0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0742.See file dsdata.txt to determine how the superseded data were derived.
 NP0742
 NP0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5522044041(NAD 83)
 NP0742_MARKER: DT = TOPOGRAPHIC STATION DISK
 NP0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0742_SP_SET: CONCRETE POST
 NP0742_STAMPING: STA B CDR AP 1969
 NP0742_MARK LOGO: CGS   
 NP0742_PROJECTION: FLUSH
 NP0742_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0742+STABILITY: SURFACE MOTION
 NP0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0742+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1997
 NP0742
 NP0742  HISTORY     - Date     Condition        Report By
 NP0742  HISTORY     - 1969     MONUMENTED       CGS
 NP0742  HISTORY     - 19890713 GOOD             NGS
 NP0742  HISTORY     - 19940615 GOOD             NGS
 NP0742  HISTORY     - 19950826 GOOD             NGS
 NP0742  HISTORY     - 19970718 GOOD             NGS
 NP0742
 NP0742                          STATION DESCRIPTION
 NP0742
 NP0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NP0742'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF CHADRON, 1.1 KM
 NP0742'(0.70 MI) NORTH OF THE NEW US HIGHWAY 20, AT THE CHADRON MUNICIPAL
 NP0742'AIRPORT, AT THE WEST SIDE OF RUNWAY END 2.  OWNERSHIP--CITY OF
 NP0742'CHADRON, CITY HALL, 234 MAIN STREET, CHADRON NE 69337.  AIRPORT
 NP0742'MAMAGER IS CARL DIERKS, TELEPHONE 308-432-4444 0R 4053.
 NP0742'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20 AND 385 ON
 NP0742'THE WEST SIDE OF CHADRON, GO WEST ON US HIGHWAY 20, 385 FOR 3.52 KM
 NP0742'(2.20 MI) TO A FORK.  KEEP LEFT AND GO WEST ON US HIGHWAY 20 FOR 1.38
 NP0742'KM (0.85 MI) TO A PAVED ROAD RIGHT JUST PAST CHADRON.  TURN RIGHT AND
 NP0742'GO WEST ON THE PAVED ROAD FOR 1.55 KM (0.95 MI) TO THE AIRPORT
 NP0742'ENTRANCE ON THE RIGHT.  TURN RIGHT, THEN LEFT ON A GRAVEL, THEN A DIRT
 NP0742'LANE PASSING SOUTH AND WEST OF A HANGAR FOR 0.14 KM (0.10 MI) TO AN
 NP0742'APRON.  BEAR RIGHT AND GO EAST ON THE APRON FOR 0.09 KM (0.05 MI) TO A
 NP0742'TAXIWAY.  TURN LEFT AND GO NORTHWEST ON THE TAXIWAY FOR 0.45 KM
 NP0742'(0.30 MI) TO RUNWAY 2-20.  CROSS THE RUNWAY TO THE STATION .
 NP0742'THE STATION MARK IS 30.7 M (100.7 FT) WEST-NORTHWEST OF THE WEST
 NP0742'CORNER OF RUNWAY END 2, 27.4 M (89.9 FT)  NORTHWEST OF THE NORTHWEST
 NP0742'THRESHOLD LIGHT, 11.8 M (38.7 FT) NORTH OF THE REIL AND 10 CM BELOW
 NP0742'THE GROUND.
 NP0742'DESCRIBED R.D.BALL.
 NP0742
 NP0742                          STATION RECOVERY (1994)
 NP0742
 NP0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 NP0742'THE STA IS LOCATED ON AIRPORT PROPERTY.  IT IS LOCATED AT THE SW END
 NP0742'OF RWY 2-20, 150 FT (45.7 M) NW OF CENTERLINE END OF RWY, 100 FT (30.5
 NP0742'M) NW OF THE W EDGE OF RWY, 91.0 FT (27.7 M) NW OF THE WESTERN MOST
 NP0742'THRESHOLD LT.  THE STATION IS STANDARD TOPO DISK SET IN A CONCRETE
 NP0742'MONUMENT ABOUT 4 INCHES BELOW THE GROUND AND STAMPED AP 1969 STA B
 NP0742'CDR.
 NP0742
 NP0742                          STATION RECOVERY (1995)
 NP0742
 NP0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NP0742'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF
 NP0742'WHITNEY, 5.0 MI (8.0 KM) WEST OF CHADRON, AT THE CHADRON MUNICIPAL
 NP0742'AIRPORT AND IN LINE WITH THE THRESHOLD LIGHTS AT THE APPROACH END OF
 NP0742'RUNWAY 02.  OWNERSHIP--CITY OF CHADRON, CITY HALL, 234 MAIN STREET,
 NP0742'CHADRON NE 69337.  AIRPORT MANAGER IS BUID KRAEMER, PHONE (308)
 NP0742'432-0505, AND CONTACT L AND D AERO SERVICES LES MITTLEIDER
 NP0742'308-432-4053.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 NP0742'385 SOUTH AND 20 ON THE WEST SIDE OF CHADRON, GO WEST ON U.S. HIGHWAY
 NP0742'20/385 FOR 2.2 MI (3.5 KM) TO A FORK RIGHT (U.S. 385 NORTH), CONTINUE
 NP0742'AHEAD AND GO WEST ON U.S. HIGHWAY 20 FOR 0.85 MI (1.37 KM) TO A PAVED
 NP0742'ROAD RIGHT (JUST AFTER CROSSING A BRIDGE), TURN RIGHT AND GO WEST
 NP0742'FOLLOWING THE PAVED ROAD FOR 0.95 MI (1.53 KM) TO THE AIRPORT ENTRANCE
 NP0742'RIGHT, TURN RIGHT, THEN LEFT AND GO WESTERLY ON A GRAVEL ROAD PASSING
 NP0742'SOUTH AND WEST OF A HANGAR FOR 0.1 MI (0.2 KM) TO A GATE AND THE APRON
 NP0742'AHEAD, PASS THROUGH GATE, BEAR RIGHT AND GO NORTHEAST ACROSS THE APRON
 NP0742'FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO NORTHWEST ON THE
 NP0742'TAXIWAY FOR 0.3 MI (0.5 KM) TO THE RUNWAY AND THE STATION AHEAD ON THE
 NP0742'FAR SIDE OF THE RUNWAY.  THE STATION IS RECESSED 0.2 FT (6.1 CM) BELOW
 NP0742'THE GROUND, 174.6 FT (53.2 M) WEST-SOUTHWEST OF THE FIRST RUNWAY LIGHT
 NP0742'(9), 150.2 FT (45.8 M) WEST-SOUTHWEST OF THE RUNWAY CENTER AT THE
 NP0742'SOUTHWEST END OF PAVEMENT, 100.7 FT (30.7 M) WEST-NORTHWEST OF THE
 NP0742'WEST CORNER OF THE RUNWAY PAVEMENT, 89.6 FT (27.3 M) NORTHWEST OF THE
 NP0742'NORTHWEST THRESHOLD LIGHT AND 1.4 FT (0.4 M) SOUTHEAST OF A WITNESS
 NP0742'POST. NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 NP0742'PRIMARY AIRPORT CONTROL STATION.
 NP0742
 NP0742                          STATION RECOVERY (1997)
 NP0742
 NP0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0742'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4146 ***********************************************************************
 AB4146  SACS        -  This is a Secondary Airport Control Station.
 AB4146  DESIGNATION -  AP STA B LBF
 AB4146  PID         -  AB4146
 AB4146  STATE/COUNTY-  NE/LINCOLN
 AB4146  USGS QUAD   -  MAXWELL SW (1983)
 AB4146
 AB4146                         *CURRENT SURVEY CONTROL
 AB4146  ___________________________________________________________________
 AB4146* NAD 83(1995)-  41 07 16.87513(N)    100 41 20.73632(W)     ADJUSTED  
 AB4146* NAVD 88     -       844.80   (meters)    2771.6    (feet)  GPS OBS   
 AB4146  ___________________________________________________________________
 AB4146  X           -    -892,594.101 (meters)                     COMP
 AB4146  Y           -  -4,728,854.693 (meters)                     COMP
 AB4146  Z           -   4,173,125.973 (meters)                     COMP
 AB4146  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AB4146  ELLIP HEIGHT-         822.50  (meters)          (01/04/02) GPS OBS
 AB4146  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 AB4146
 AB4146  HORZ ORDER  -  FIRST
 AB4146  ELLP ORDER  -  FOURTH    CLASS II
 AB4146
 AB4146.This mark is at North Platte Regional Airport (LBF)
 AB4146
 AB4146.The horizontal coordinates were established by GPS observations
 AB4146.and adjusted by the National Geodetic Survey in September 1998..
 AB4146
 AB4146.The orthometric height was determined by GPS observations and a
 AB4146.high-resolution geoid model.
 AB4146
 AB4146.GPS derived orthometric heights for airport stations designated as
 AB4146.PACS or SACS are published to 2 decimal places.  This maintains
 AB4146.centimeter relative accuracy between the PACS and SACS.  It does
 AB4146.not indicate centimeter accuracy relative to other marks which are
 AB4146.part of the NAVD 88 network.
 AB4146
 AB4146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4146
 AB4146.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4146
 AB4146.The ellipsoidal height was determined by GPS observations
 AB4146.and is referenced to NAD 83.
 AB4146
 AB4146.The geoid height was determined by GEOID03.
 AB4146
 AB4146;                    North         East     Units Scale Factor Converg.
 AB4146;SPC NE       -   143,234.268   442,148.540   MT  0.99968098   -0 27 24.0
 AB4146;UTM  14      - 4,553,603.459   358,202.711   MT  0.99984746   -1 06 39.7
 AB4146
 AB4146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4146!SPC NE       -   0.99987100  x   0.99968098  =   0.99955202
 AB4146!UTM  14      -   0.99987100  x   0.99984746  =   0.99971848
 AB4146
 AB4146                          SUPERSEDED SURVEY CONTROL
 AB4146
 AB4146  ELLIP H (09/17/98)  822.53   (m)                       GP(       ) 4 2
 AB4146
 AB4146.Superseded values are not recommended for survey control.
 AB4146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4146.See file dsdata.txt to determine how the superseded data were derived.
 AB4146
 AB4146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5820353603(NAD 83)
 AB4146_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB4146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4146_STAMPING: AP 1963 STA B
 AB4146_MARK LOGO: CGS   
 AB4146_PROJECTION: FLUSH
 AB4146_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4146+STABILITY: SURFACE MOTION
 AB4146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4146+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1997
 AB4146
 AB4146  HISTORY     - Date     Condition        Report By
 AB4146  HISTORY     - 1963     MONUMENTED       CGS
 AB4146  HISTORY     - 19950802 GOOD             NGS
 AB4146  HISTORY     - 19970804 GOOD             NGS
 AB4146
 AB4146                          STATION DESCRIPTION
 AB4146
 AB4146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4146'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF MAXWELL,
 AB4146'3.0 MI (4.8 KM) EAST OF NORTH PLATTE, AT THE NORTH PLATTE REGIONAL
 AB4146'AIRPORT AND IN LINE WITH THE SOUTHEAST END OF THE PAVEMENT AT THE
 AB4146'APPROACH END OF RUNWAY 30L.  OWNERSHIP--NORTH PLATTE AIRPORT
 AB4146'AUTHORITY, PO BOX 1517, NORTH PLATTE NE 69103.  AIRPORT MANAGER IS
 AB4146'KENT PENNEY, PHONE (308) 532-1900.  TO REACH THE STATION FROM THE
 AB4146'JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 56 G LINK (2.3 MI
 AB4146'SOUTHEAST OF NORTH PLATTE) EXIT 179, GO NORTH ON STATE HIGHWAY 56 G
 AB4146'LINK FOR 1.85 MI (2.98 KM) TO A T-JUNCTION, TURN RIGHT AND GO EAST ON
 AB4146'US HIGHWAY 30 FOR 1.5 MI (2.4 KM) TO A PAVED ROAD RIGHT, TURN RIGHT
 AB4146'AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO AN
 AB4146'INTERSECTION AND THE AIRPORT OFFICE AHEAD, TURN LEFT AND GO EAST ON A
 AB4146'PAVED ROAD FOR 0.05 MI (0.08 KM) TO A LOCKED GATE, PASS THROUGH GATE
 AB4146'CONTINUE AHEAD AND GO EAST ON A PAVED THEN GRAVEL ROAD FOR 0.15 MI
 AB4146'(0.24 KM) TO RUNWAY END 17 ON THE RIGHT, BEAR RIGHT FOLLOWING THE
 AB4146'GRAVEL ROAD SOUTHERLY (CROSSING TAXIWAYS) FOR 0.7 MI (1.1 KM) TO A
 AB4146'CURVE LEFT, BEAR LEFT FOLLOWING THE GRAVEL ROAD SOUTHEASTERLY FOR 0.2
 AB4146'MI (0.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 299.0 FT
 AB4146'(91.1 M) SOUTHWEST OF THE GRAVEL ROAD CENTER, 206.3 FT (62.9 M) EAST
 AB4146'OF THE FIRST RUNWAY LIGHT, 182.6 FT (55.7 M) NORTHEAST OF THE RUNWAY
 AB4146'CENTER AND A NGS PK NAIL AND 122.5 FT (37.3 M) NORTHEAST OF THE MOST
 AB4146'NORTHEASTERLY THRESHOLD LIGHT.  THIS STATION TO BE USED AS SACS.
 AB4146
 AB4146                          STATION RECOVERY (1997)
 AB4146
 AB4146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4146'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2156 ***********************************************************************
 MK2156  CBN         -  This is a Cooperative Base Network Control Station.
 MK2156  PACS        -  This is a Primary Airport Control Station.
 MK2156  DESIGNATION -  AP STA B OFK
 MK2156  PID         -  MK2156
 MK2156  STATE/COUNTY-  NE/MADISON
 MK2156  USGS QUAD   -  ENOLA (1976)
 MK2156
 MK2156                         *CURRENT SURVEY CONTROL
 MK2156  ___________________________________________________________________
 MK2156* NAD 83(1995)-  41 58 48.94905(N)    097 25 46.65456(W)     ADJUSTED  
 MK2156* NAVD 88     -       475.56   (meters)    1560.2    (feet)  GPS OBS   
 MK2156  ___________________________________________________________________
 MK2156  X           -    -614,059.565 (meters)                     COMP
 MK2156  Y           -  -4,708,931.736 (meters)                     COMP
 MK2156  Z           -   4,244,275.965 (meters)                     COMP
 MK2156  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 MK2156  ELLIP HEIGHT-         450.74  (meters)          (07/10/01) GPS OBS
 MK2156  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 MK2156
 MK2156  HORZ ORDER  -  B
 MK2156  ELLP ORDER  -  FOURTH    CLASS I
 MK2156
 MK2156.This mark is at Karl Stefan Mem Airport (OFK)
 MK2156
 MK2156.The horizontal coordinates were established by GPS observations
 MK2156.and adjusted by the National Geodetic Survey in June 1996..
 MK2156
 MK2156.The orthometric height was determined by GPS observations and a
 MK2156.high-resolution geoid model.
 MK2156
 MK2156.GPS derived orthometric heights for airport stations designated as
 MK2156.PACS or SACS are published to 2 decimal places.  This maintains
 MK2156.centimeter relative accuracy between the PACS and SACS.  It does
 MK2156.not indicate centimeter accuracy relative to other marks which are
 MK2156.part of the NAVD 88 network.
 MK2156
 MK2156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2156
 MK2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2156
 MK2156.The ellipsoidal height was determined by GPS observations
 MK2156.and is referenced to NAD 83.
 MK2156
 MK2156.The geoid height was determined by GEOID03.
 MK2156
 MK2156;                    North         East     Units Scale Factor Converg.
 MK2156;SPC NE       -   241,531.819   712,926.408   MT  0.99969282   +1 42 12.2
 MK2156;UTM  14      - 4,648,777.586   630,096.543   MT  0.99980826   +1 03 01.9
 MK2156
 MK2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2156!SPC NE       -   0.99992931  x   0.99969282  =   0.99962215
 MK2156!UTM  14      -   0.99992931  x   0.99980826  =   0.99973758
 MK2156
 MK2156:                Primary Azimuth Mark                     Grid Az
 MK2156:SPC NE       -  N 224                                    024 00 51.6
 MK2156:UTM  14      -  N 224                                    024 40 01.9
 MK2156
 MK2156|---------------------------------------------------------------------|
 MK2156| PID    Reference Object                     Distance      Geod. Az  |
 MK2156|                                                           dddmmss.s |
 MK2156| MK1216 N 224                               APPROX. 0.5 KM 0254303.8 |
 MK2156|---------------------------------------------------------------------|
 MK2156
 MK2156                          SUPERSEDED SURVEY CONTROL
 MK2156
 MK2156  ELLIP H (06/25/96)  450.80   (m)                       GP(       ) 1 1
 MK2156  NAD 83(1986)-  41 58 48.95867(N)    097 25 46.65358(W) AD(       ) 1
 MK2156  NGVD 29 (02/23/90)  475.2    (m)         1559.     (f) GPS OBS        
 MK2156
 MK2156.Superseded values are not recommended for survey control.
 MK2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2156.See file dsdata.txt to determine how the superseded data were derived.
 MK2156
 MK2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3009748778(NAD 83)
 MK2156_MARKER: DT = TOPOGRAPHIC STATION DISK
 MK2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2156_SP_SET: CONCRETE POST
 MK2156_STAMPING: AP 1963 STA B
 MK2156_MARK LOGO: CGS   
 MK2156_PROJECTION: FLUSH
 MK2156_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2156+STABILITY: SURFACE MOTION
 MK2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2156+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2001
 MK2156
 MK2156  HISTORY     - Date     Condition        Report By
 MK2156  HISTORY     - 1963     MONUMENTED       CGS
 MK2156  HISTORY     - 19850615 GOOD             NGS
 MK2156  HISTORY     - 19890501 GOOD             NGS
 MK2156  HISTORY     - 19950627 GOOD             NGS
 MK2156  HISTORY     - 19970616 GOOD             NGS
 MK2156  HISTORY     - 20000613 GOOD             NEDR
 MK2156  HISTORY     - 20011111 GOOD             NGS
 MK2156
 MK2156                          STATION DESCRIPTION
 MK2156
 MK2156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MK2156'THIS STATION IS LOCATED IN THE SOUTHEASTERN SECTION OF THE AIRPORT
 MK2156'NEAR RUNWAY END 31.  IT IS 122.0 FT (37.2 M) NORTH-NORTHWEST OF THE
 MK2156'EDGE OF THE TAXIWAY AT THE HOLD BAR, 100.6 FT (30.7 M) EAST-NORTHEAST
 MK2156'OF THE EAST EDGE OF THE RUNWAY, 92.4 FT (28.2 M) EAST OF THE FIRST
 MK2156'RUNWAY LIGHT (2-1) AND 91.1 FT (27.8 M) NORTHEAST OF THE INBOARD ONE
 MK2156'OF A DOUBLE SET OF TAXIWAY LIGHTS (3-54) .  A STANDARD TOPOGRAPHIC
 MK2156'DISK SET IN THE TOP OF A TEN-INCH CONCRETE POST FLUSH WITH THE GROUND
 MK2156'AND STAMPED AP 1963 STA B.
 MK2156
 MK2156                          STATION RECOVERY (1989)
 MK2156
 MK2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2156'THE STATION IS LOCATED ABOUT 7.0 KM (4.35 MI) SOUTH OF NORFOLK, 0.8 KM
 MK2156'(0.50 MI) WEST OF US HIGHWAY 81, AT THE KARL STEFAN MEMORIAL AIRPORT,
 MK2156'NEAR THE END OF RUNWAY 31, IN THE GRASS BETWEEN THE RUNWAY AND
 MK2156'TAXIWAY, IN THE SOUTHEAST 1/4 OF SECTION 9, T 23 N, R 1 W.
 MK2156'OWNERSHIP--CITY OF NORFOLK, BOX 380, NORFOLK, NEBRASKA 68701.  AIRPORT
 MK2156'MANAGER IS ROBERT E. TANNEHILL, TELEPHONE 402-371-7210.
 MK2156'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 81 AND 275
 MK2156'BYPASS ON THE SOUTH SIDE OF NORFOLK, GO SOUTH ON US HIGHWAY 81 FOR
 MK2156'1.62 KM (1.00 MI) TO THE BRIDGE OVER THE ELKHORN RIVER.  CONTINUE
 MK2156'AHEAD FOR 2.10 KM (1.30 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 MK2156'TURN RIGHT AND GO WEST FOR 0.25 KM (0.15 MI) TO THE ROAD,S END AT THE
 MK2156'TERMINAL BULIDING.  TURN RIGHT AND GO NORTH ACROSS THE PARKING LOT FOR
 MK2156'0.09 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE, THEN TURN LEFT
 MK2156'AND GO WEST ON A RAMP FOR 0.10 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT
 MK2156'AND GO SOUTH ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO A T-TAXIWAY.
 MK2156'TURN LEFT AND GO SOUTHEAST ON THE TAXIWAY FOR 0.55 KM (0.35 MI) TO
 MK2156'RUNWAY END 31 AND THE STATION ON THE RIGHT.
 MK2156'THE STATION IS 31.3 M (102.7 FT) NORTHWEST OF THE EDGE OF THE TAXIWAY,
 MK2156'30.6 M (100.4 FT) NORTHEAST OF THE RUNWAY EDGE, 28.2 M (92.5 FT)
 MK2156'EAST-NORTHEAST OF THE FIRST RUNWAY LIGHT FROM THE END, 27.8 M
 MK2156'(91.2 FT) NORTH OF THE SOUTHEAST ONE OF TWO TAXIWAY LIGHT AND 2 CM
 MK2156'BELOW THE SURFACE OF THE GROUND.
 MK2156'DESCRIBED BY G.R.HEID.  TYPED BY R.D.BALL.
 MK2156
 MK2156                          STATION RECOVERY (1995)
 MK2156
 MK2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2156'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF MADISON, 4.3
 MK2156'MI (6.9 KM) SOUTH OF NORFOLK AND AT THE KARL STEFAN MEMORIAL AIRPORT
 MK2156'NEAR THE APPROACH END OF RUNWAY 31 IN THE GRASS AREA FORMED BY THE
 MK2156'RUNWAY AND TAXIWAY.  OWNERSHIP--CITY OF NORFOLK, BOX 380, NORFOLK, NE.
 MK2156'68701.  AIRPORT MANAGER IS RICK KROPF, PHONE (402) 371-7210.  TO REACH
 MK2156'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 275 BYPASS ON
 MK2156'THE SOUTH SIDE OF NORFOLK, GO SOUTH ON U.S. HIGHWAY 81 FOR 1.0 MI (1.6
 MK2156'KM) TO A BRIDGE OVER THE ELKHORN RIVER, CONTINUE AHEAD AND GO SOUTH ON
 MK2156'U.S. HIGHWAY 81 FOR 1.3 MI (2.1 KM) TO A ROAD RIGHT, TURN RIGHT AND GO
 MK2156'WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO THE
 MK2156'TERMINAL AHEAD AND A ROAD RIGHT, TURN RIGHT AND GO NORTH ON A PAVED
 MK2156'ROAD (THROUGH PARKING LOT) FOR 0.05 MI (0.08 KM) TO A GATE AHEAD, PASS
 MK2156'THROUGH GATE, TURN LEFT AND GO WEST ON PAVED ROAD/TAXIWAY FOR 0.05 MI
 MK2156'(0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTH-SOUTHWEST ON THE
 MK2156'PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO A T-JUNCTION, TURN LEFT AND GO
 MK2156'SOUTHEAST THEN SOUTH-SOUTHEAST ON A TAXIWAY FOR 0.3 MI (0.5 KM) TO A
 MK2156'RUNWAY HOLD BAR AND THE STATION ON THE RIGHT.  THE STATION IS 175.5 FT
 MK2156'(53.5 M) NORTHEAST OF THE RUNWAY CENTER, 134.5 FT (41.0 M) NORTHWEST
 MK2156'OF THE TAXIWAY CENTER, 92.5 FT (28.2 M) EAST-NORTHEAST OF THE FIRST
 MK2156'RUNWAY LIGHT FROM THE END, 91.2 FT (27.8 M) NORTH OF THE SOUTHEAST ONE
 MK2156'OF TWO TAXIWAY LIGHTS AND RECESSED 0.1 FT (3.0 CM) BELOW GROUND LEVEL.
 MK2156'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 MK2156'AIRPORT CONTROL STATION.
 MK2156
 MK2156                          STATION RECOVERY (1997)
 MK2156
 MK2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 MK2156'RECOVERED AS DESCRIBED.
 MK2156
 MK2156                          STATION RECOVERY (2000)
 MK2156
 MK2156'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2156'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES--THE NEW AIRPORT
 MK2156'MANAGER IS JERRY ADAMS.
 MK2156
 MK2156                          STATION RECOVERY (2001)
 MK2156
 MK2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JDH)
 MK2156'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF MADISON, 4.3
 MK2156''MI (6.9 KM) SOUTH OF
 MK2156'NORFOLK AND AT THE KARL STEFAN MEMORIAL AIRPORT
 MK2156'NEAR THE APPROACH END OF RUNWAY 31 IN THE GRASS AREA FORMED BY THE
 MK2156'RUNWAY AND
 MK2156'TAXIWAY.  OWNERSHIP--CITY OF NORFOLK, 4100 S. 13TH ST. PO BOX 1343
 MK2156'NORFOLK, NE.
 MK2156'68701.  AIRPORT MANAGER IS GERALD ADAMS, PHONE (402) 371-7210.  TO
 MK2156'REACH
 MK2156'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 275 BYPASS ON
 MK2156'THE SOUTH SIDE OF NORFOLK, GO SOUTH ON U.S. HIGHWAY 81 FOR 1.0 MI (1.6
 MK2156''KM) TO A BRIDGE OVER THE ELKHORN RIVER, CONTINUE AHEAD AND GO SOUTH
 MK2156'ON
 MK2156' 'U.S. HIGHWAY 81 FOR 1.3 MI (2.1 KM) TO A ROAD RIGHT, TURN RIGHT AND
 MK2156'GO
 MK2156' 'WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO THE
 MK2156' 'TERMINAL AHEAD AND A ROAD RIGHT, TURN RIGHT AND GO NORTH ON A PAVED
 MK2156' 'ROAD (THROUGH PARKING LOT) FOR 0.05 MI (0.08 KM) TO A GATE AHEAD,
 MK2156'PASS
 MK2156' 'THROUGH GATE, TURN LEFT AND GO WEST ON PAVED ROAD/TAXIWAY FOR 0.05
 MK2156'MI
 MK2156' '(0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTH-SOUTHWEST ON THE
 MK2156' 'PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO A T-JUNCTION, TURN LEFT AND
 MK2156'GO
 MK2156' 'SOUTHEAST THEN SOUTH-SOUTHEAST ON A TAXIWAY FOR 0.3 MI (0.5 KM) TO A
 MK2156''RUNWAY HOLD BAR AND THE STATION ON THE RIGHT.  THE STATION IS 175.5
 MK2156'FT
 MK2156' '(53.5 M) NORTHEAST OF THE RUNWAY CENTER, 134.5 FT (41.0 M) NORTHWEST
 MK2156''OF THE TAXIWAY CENTER, 92.5 FT (28.2 M) EAST-NORTHEAST OF THE FIRST
 MK2156' 'RUNWAY LIGHT FROM THE END, 91.2 FT (27.8 M) NORTH OF THE SOUTHEAST
 MK2156'ONE
 MK2156' 'OF TWO TAXIWAY LIGHTS AND RECESSED 0.1 FT (3.0 CM) BELOW GROUND
 MK2156'LEVEL.
 MK2156' 'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 MK2156' 'AIRPORT CONTROL STATION
 MK2156' 
 MK2156' 
 MK2156'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0395 ***********************************************************************
 NO0395  DESIGNATION -  ARABIA
 NO0395  PID         -  NO0395
 NO0395  STATE/COUNTY-  NE/CHERRY
 NO0395  USGS QUAD   -  ARABIA NW (1985)
 NO0395
 NO0395                         *CURRENT SURVEY CONTROL
 NO0395  ___________________________________________________________________
 NO0395* NAD 83(1995)-  42 44 43.73207(N)    100 24 45.24075(W)     ADJUSTED  
 NO0395* NAVD 88     -       879.     (meters)    2884.     (feet)  SCALED    
 NO0395  ___________________________________________________________________
 NO0395  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 NO0395  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 NO0395
 NO0395  HORZ ORDER  -  SECOND
 NO0395
 NO0395.The horizontal coordinates were established by classical geodetic methods
 NO0395.and adjusted by the National Geodetic Survey in August 1997..
 NO0395
 NO0395.The orthometric height was scaled from a topographic map.
 NO0395
 NO0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0395
 NO0395.The geoid height was determined by GEOID03.
 NO0395
 NO0395;                    North         East     Units Scale Factor Converg.
 NO0395;SPC NE       -   323,428.817   466,224.111   MT  0.99989325   -0 16 24.3
 NO0395;UTM  14      - 4,733,518.941   384,388.977   MT  0.99976444   -0 57 32.0
 NO0395
 NO0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0395!SPC NE       -   0.99986555  x   0.99989325  =   0.99975882
 NO0395!UTM  14      -   0.99986555  x   0.99976444  =   0.99963003
 NO0395
 NO0395|---------------------------------------------------------------------|
 NO0395| PID    Reference Object                     Distance      Geod. Az  |
 NO0395|                                                           dddmmss.s |
 NO0395| CO2098 ARABIA RM 1                          34.366 METERS 08800     |
 NO0395| CO2097 ARABIA AZ MK                                       3252928.3 |
 NO0395| CO2099 ARABIA RM 2                          30.733 METERS 35958     |
 NO0395|---------------------------------------------------------------------|
 NO0395
 NO0395                          SUPERSEDED SURVEY CONTROL
 NO0395
 NO0395  NAD 83(1986)-  42 44 43.73416(N)    100 24 45.25183(W) AD(       ) 2
 NO0395  NAD 27      -  42 44 43.72000(N)    100 24 43.78700(W) AD(       ) 2
 NO0395
 NO0395.Superseded values are not recommended for survey control.
 NO0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0395.See file dsdata.txt to determine how the superseded data were derived.
 NO0395
 NO0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN8438933519(NAD 83)
 NO0395_MARKER: DS = TRIANGULATION STATION DISK
 NO0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0395
 NO0395  HISTORY     - Date     Condition        Report By
 NO0395  HISTORY     - 1949     MONUMENTED       CGS
 NO0395
 NO0395                          STATION DESCRIPTION
 NO0395
 NO0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0395'THE STATION IS LOCATED ABOUT 11.0 MILES SOUTHEAST OF VALENTINE,
 NO0395'2.0 MILES WEST AND 1-1/4 MILES NORTH OF ARABIA AND ABOUT 0.35
 NO0395'MILE SOUTH OF U.S. HIGHWAY NO 20 ON THE HIGHEST POINT OF A
 NO0395'PROMINENT HILL IN A PASTURE AND ON LAND OWNED BY THE HEELAN
 NO0395'BROTHERS.  IT IS 5 FEET NORTH OF WITNESS POST, STAMPED ARABIA
 NO0395'1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NO0395'
 NO0395'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, SET IN
 NO0395'THE OPEN AREA AND ON ABOUT THE SAME ELEVATION AS THE STATION
 NO0395'MARK.  IT IS STAMPED ARABIA NO 1 1949 AND SET FLUSH WITH THE
 NO0395'GROUND SURFACE.
 NO0395'
 NO0395'REFERENCE MARK NO 2 IS NORTH OF THE STATION, SET IN THE OPEN
 NO0395'AREA AND ON ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NO0395'IT IS STAMPED ARABIA NO 2 1949 AND PROJECTS 2 INCHES.
 NO0395'
 NO0395'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 NO0395'NO 2 IS 148.55 FEET.
 NO0395'
 NO0395'THE AZIMUTH MARK IS ABOUT 1.0 MILE NORTHWEST OF THE STATION,
 NO0395'40 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO 20, 8 FEET
 NO0395'SOUTH OF WITNESS POST AND FENCE LINE.  IT IS STAMPED ARABIA
 NO0395'1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NO0395'
 NO0395'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NO0395'AND 83 AT THE SOUTH END OF MAIN STREET IN VALENTINE, GO
 NO0395'SOUTH-SOUTHEAST ON HIGHWAYS 20 AND 83 FOR 5.5 MILES TO JUNCTION
 NO0395'OF HIGHWAYS, BEAR LEFT AND CONTINUE EAST ON U.S. HIGHWAY 20
 NO0395'FOR 6.2 MILES TO THE AZIMUTH MARK ON THE NORTH SIDE ON THE
 NO0395'HIGHWAY AS DESCRIBED, CONTINUE EAST-SOUTHEAST ON HIGHWAY FOR
 NO0395'0.4 MILE TO SIDE ROAD RIGHT ACROSS CATTLE GUARD AND SIGN WM
 NO0395'HEELAN SR RANCH, TURN RIGHT ACROSS CATTLE GUARD, THENCE LEFT
 NO0395'ALONG SOUTH SIDE OF FENCE LINE FOR ABOUT 50 FEET TO GATE IN
 NO0395'FENCE CORNER, PASS THROUGH GATE AND CONTINUE EAST ALONG
 NO0395'SOUTH SIDE OF FENCE LINE FOR 0.1 MILE TO ANOTHER GATE IN
 NO0395'FENCE CORNER, PASS THROUGH GATE AND CROSS LOOSE SAND
 NO0395'AND GO SOUTH-SOUTHEAST OVER HILLS FOR 0.6 MILE TO
 NO0395'THE HIGHEST POINT AND STATION AS DESCRIBED.
 NO0395'
 NO0395'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0721 ***********************************************************************
 LH0721  DESIGNATION -  ARAPAHOE
 LH0721  PID         -  LH0721
 LH0721  STATE/COUNTY-  NE/FURNAS
 LH0721  USGS QUAD   -  ARAPAHOE (1958)
 LH0721
 LH0721                         *CURRENT SURVEY CONTROL
 LH0721  ___________________________________________________________________
 LH0721* NAD 83(1986)-  40 18 06.     (N)    099 53 45.     (W)     SCALED    
 LH0721* NAVD 88     -       663.327  (meters)    2176.27   (feet)  ADJUSTED  
 LH0721  ___________________________________________________________________
 LH0721  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 LH0721  DYNAMIC HT  -         662.905 (meters)    2174.88  (feet)  COMP
 LH0721  MODELED GRAV-     979,967.4   (mgal)                       NAVD 88
 LH0721
 LH0721  VERT ORDER  -  FIRST     CLASS II
 LH0721
 LH0721.The horizontal coordinates were scaled from a topographic map and have
 LH0721.an estimated accuracy of +/- 6 seconds.
 LH0721
 LH0721.The orthometric height was determined by differential leveling
 LH0721.and adjusted by the National Geodetic Survey in June 1991..
 LH0721
 LH0721.The geoid height was determined by GEOID03.
 LH0721
 LH0721.The dynamic height is computed by dividing the NAVD 88
 LH0721.geopotential number by the normal gravity value computed on the
 LH0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0721.degrees latitude (g = 980.6199 gals.).
 LH0721
 LH0721.The modeled gravity was interpolated from observed gravity values.
 LH0721
 LH0721;                    North         East    Units  Estimated Accuracy
 LH0721;SPC NE       -    52,010.      508,860.      MT  (+/- 180 meters Scaled)
 LH0721
 LH0721                          SUPERSEDED SURVEY CONTROL
 LH0721
 LH0721  NGVD 29 (02/14/92)  663.029  (m)         2175.29   (f) ADJUSTED    1 2
 LH0721
 LH0721.Superseded values are not recommended for survey control.
 LH0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0721.See file dsdata.txt to determine how the superseded data were derived.
 LH0721
 LH0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK238616(NAD 83)
 LH0721_MARKER: DB = BENCH MARK DISK
 LH0721_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LH0721+WITH SETTING: PAVEMENT
 LH0721_SP_SET: WATER TOWER FOUNDATION
 LH0721_STAMPING: ARAPAHOE 1933
 LH0721_MARK LOGO: CGS   
 LH0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0721+STABILITY: SURFACE MOTION
 LH0721
 LH0721  HISTORY     - Date     Condition        Report By
 LH0721  HISTORY     - 1933     MONUMENTED       CGS
 LH0721  HISTORY     - 1934     GOOD             NGS
 LH0721  HISTORY     - 1986     GOOD             NGS
 LH0721
 LH0721                          STATION DESCRIPTION
 LH0721
 LH0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0721'AT ARAPAHOE.
 LH0721'AT ARAPAHOE, IN THE TOP OF THE NORTHWEST CONCRETE PIER OF THE
 LH0721'CITY WATER TANK.  A STANDARD DISK, STAMPED ARAPAHOE 1933.
 LH0721
 LH0721                          STATION RECOVERY (1986)
 LH0721
 LH0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1525 ***********************************************************************
 LH1525  DESIGNATION -  ARAPAHOE 2
 LH1525  PID         -  LH1525
 LH1525  STATE/COUNTY-  NE/FURNAS
 LH1525  USGS QUAD   -  EDISON (1958)
 LH1525
 LH1525                         *CURRENT SURVEY CONTROL
 LH1525  ___________________________________________________________________
 LH1525* NAD 83(1995)-  40 18 26.26984(N)    099 50 49.70882(W)     ADJUSTED  
 LH1525* NAVD 88     -       689.     (meters)    2260.     (feet)  SCALED    
 LH1525  ___________________________________________________________________
 LH1525  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 LH1525  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 LH1525
 LH1525  HORZ ORDER  -  THIRD
 LH1525
 LH1525.The horizontal coordinates were established by classical geodetic methods
 LH1525.and adjusted by the National Geodetic Survey in August 1997..
 LH1525
 LH1525.The orthometric height was scaled from a topographic map.
 LH1525
 LH1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1525
 LH1525.The geoid height was determined by GEOID03.
 LH1525
 LH1525;                    North         East     Units Scale Factor Converg.
 LH1525;SPC NE       -    52,637.041   512,992.861   MT  0.99987520   +0 06 04.7
 LH1525;UTM  14      - 4,462,209.380   428,013.028   MT  0.99966379   -0 32 52.9
 LH1525
 LH1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1525!SPC NE       -   0.99989582  x   0.99987520  =   0.99977103
 LH1525!UTM  14      -   0.99989582  x   0.99966379  =   0.99955964
 LH1525
 LH1525|---------------------------------------------------------------------|
 LH1525| PID    Reference Object                     Distance      Geod. Az  |
 LH1525|                                                           dddmmss.s |
 LH1525| LH1554 ARAPAHOE 2 RM 3                      13.569 METERS 08547     |
 LH1525| LH1035 EDISON MUNICIPAL TANK               APPROX. 7.1 KM 1195103.2 |
 LH1525| LH1033 ARAPAHOE                             62.634 METERS 13547     |
 LH1525| LH1036 ARAPAHOE MUNICIPAL TANK             APPROX. 4.2 KM 2612131.3 |
 LH1525| LH1526 ARAPAHOE 2 AZ MK                    APPROX. 0.9 KM 2631517.7 |
 LH1525| LH1555 ARAPAHOE 2 RM 4                      13.041 METERS 26615     |
 LH1525|---------------------------------------------------------------------|
 LH1525
 LH1525                          SUPERSEDED SURVEY CONTROL
 LH1525
 LH1525  NAD 83(1986)-  40 18 26.27458(N)    099 50 49.71269(W) AD(       ) 3
 LH1525
 LH1525.Superseded values are not recommended for survey control.
 LH1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1525.See file dsdata.txt to determine how the superseded data were derived.
 LH1525
 LH1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2801362209(NAD 83)
 LH1525_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1525_SP_SET: CONCRETE POST
 LH1525_STAMPING: ARAPAHOE 2 1981
 LH1525_MARK LOGO: NGS   
 LH1525_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1525+STABILITY: SURFACE MOTION
 LH1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1525+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1998
 LH1525
 LH1525  HISTORY     - Date     Condition        Report By
 LH1525  HISTORY     - 1981     MONUMENTED       NGS
 LH1525  HISTORY     - 19981111 GOOD             NEDR
 LH1525
 LH1525                          STATION DESCRIPTION
 LH1525
 LH1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LH1525'THE STATION IS ABOUT 4.25 MI (6.84 KM) NORTHWEST FROM EDISON, 2.5 MI
 LH1525'(4.0 KM) EAST FROM ARAPAHOE AND ON THE NORTH RIGHT-OF-WAY OF U.S.
 LH1525'HIGHWAY 6 AND 34.
 LH1525'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 283 AND 6 AND
 LH1525'34, AT ARAPAHOE, GO EAST ON ON HIGHWAY 6 AND 34 FOR 2.2 MI (3.5 KM)
 LH1525'TO THE AZIMUTH MARK ON THE RIGHT, ATOP A CUTBANK.  CONTINUE EAST ON
 LH1525'THE HIGHWAY FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT AND A SIDE
 LH1525'ROAD ON THE RIGHT.
 LH1525'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LH1525'PROJECTS 4 IN ABOVE THE GROUND.  THE UNDERGROUND MARK IS RECESSED 52
 LH1525'IN BELOW THE GROUND SURFACE.  THE MARKS ARE 203.5 FT (62.0 M) WEST OF
 LH1525'A GUYED POWER POLE NUMBERED 25, 186.0 FT (56.7 M) WEST FROM THE
 LH1525'EXTENDED CENTERLINE OF THE ROAD LEADING SOUTH, 139.0 FT (42.4 M) EAST
 LH1525'FROM A POWER POLE, 95.5 FT (29.1 M) NORTH FROM THE CENTERLINE OF THE
 LH1525'HIGHWAY, 2.3 FT (0.7 M) EAST-SOUTHEAST FROM A WITNESS POST AND 1.5 FT
 LH1525'(0.5 M) SOUTH FROM A FENCE.
 LH1525
 LH1525                          STATION RECOVERY (1998)
 LH1525
 LH1525'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH1525'2.8 MI (4.5 KM) EAST OF THE JUNCTION OF U.S.  HIGHWAY 6/34 WITH U.S.
 LH1525'HIGHWAY 283, IN ARAPAHOE, ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 6/34,
 LH1525'AT HIGHWAY REFERENCE POST 129+20 AND IN SEC 18, T4N, R22W.  OWNERSHIP,
 LH1525'NEBRASKA DEPARTMENT OF ROADS. TELEPHONE 402.479 4341.  IT IS A
 LH1525'STANDARD DISK, SET INTO THE TOP OF A ROUND CONCRETE MOMUMENT, RECESSED
 LH1525'10 CM, THAT IS 29.1 M (95.5 FT) NORTH OF THE CENTERLINE OF THE
 LH1525'HIGHWAY, 62.0 M (203.4 FT) WEST OF A GUYED POWER POLE NUMBERED 25,
 LH1525'56.7 M (186.0 FT) WEST OF THE CENTERLINE OF A COUNTY ROAD LEADING
 LH1525'SOUTH, 42.4 M (139.1 FT) EAST OF A POWER POLE, 0.7 M (2.3 FT)
 LH1525'SOUTH-SOUTHEAST OF A WITNESS POST AND 0.5 M (1.6 FT) SOUTH OF THE
 LH1525'NORTH RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1526 ***********************************************************************
 LH1526  DESIGNATION -  ARAPAHOE 2 AZ MK
 LH1526  PID         -  LH1526
 LH1526  STATE/COUNTY-  NE/FURNAS
 LH1526  USGS QUAD   -  EDISON (1958)
 LH1526
 LH1526                         *CURRENT SURVEY CONTROL
 LH1526  ___________________________________________________________________
 LH1526* NAD 83(1995)-  40 18 22.84865(N)    099 51 27.47378(W)     ADJUSTED  
 LH1526* NAVD 88     -       684.     (meters)    2244.     (feet)  SCALED    
 LH1526  ___________________________________________________________________
 LH1526  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 LH1526  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 LH1526
 LH1526  HORZ ORDER  -  THIRD
 LH1526
 LH1526.The horizontal coordinates were established by classical geodetic methods
 LH1526.and adjusted by the National Geodetic Survey in August 1997..
 LH1526
 LH1526.The orthometric height was scaled from a topographic map.
 LH1526
 LH1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1526
 LH1526.The geoid height was determined by GEOID03.
 LH1526
 LH1526;                    North         East     Units Scale Factor Converg.
 LH1526;SPC NE       -    52,530.007   512,101.371   MT  0.99987554   +0 05 39.6
 LH1526;UTM  14      - 4,462,112.475   427,120.571   MT  0.99966538   -0 33 17.3
 LH1526
 LH1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1526!SPC NE       -   0.99989660  x   0.99987554  =   0.99977216
 LH1526!UTM  14      -   0.99989660  x   0.99966538  =   0.99956202
 LH1526
 LH1526                          SUPERSEDED SURVEY CONTROL
 LH1526
 LH1526  NAD 83(1986)-  40 18 22.85357(N)    099 51 27.47765(W) AD(       ) 3
 LH1526
 LH1526.Superseded values are not recommended for survey control.
 LH1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1526.See file dsdata.txt to determine how the superseded data were derived.
 LH1526
 LH1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2712162112(NAD 83)
 LH1526_MARKER: DZ = AZIMUTH MARK DISK
 LH1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1526_SP_SET: CONCRETE POST
 LH1526_STAMPING: ARAPAHOE 2 1981
 LH1526_MARK LOGO: NGS   
 LH1526_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1526+STABILITY: SURFACE MOTION
 LH1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1526+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1998
 LH1526
 LH1526  HISTORY     - Date     Condition        Report By
 LH1526  HISTORY     - 1981     MONUMENTED       NGS
 LH1526  HISTORY     - 19981111 GOOD             NEDR
 LH1526
 LH1526                          STATION DESCRIPTION
 LH1526
 LH1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LH1526'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST FROM EDISON,
 LH1526'2.25 MI (3.62 KM) EAST FROM ARAPAHOE AND ON THE SOUTH RIGHT-OF-WAY OF
 LH1526'U.S. HIGHWAY 6 AND 34.
 LH1526'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND 34 WITH U.S. HIGHWAY
 LH1526'283, IN ARAPAHOE, GO EAST ON HIGHWAY 6 AND 34 FOR 2.2 MI (3.5 KM) TO
 LH1526'THE MARK ON THE RIGHT, ATOP A CUTBANK.
 LH1526'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 LH1526'IN ABOVE THE GROUND.  IT IS 110.5 FT (33.7 M)  SOUTH FROM THE
 LH1526'CENTERLINE OF THE HIGHWAY, 2.2 FT (0.7 M) EAST FROM A WITNESS POST
 LH1526'AND 2.0 FT (0.6 M) WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 LH1526
 LH1526                          STATION RECOVERY (1998)
 LH1526
 LH1526'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH1526'2.30 MI (3.70 KM) EAST OF THE JUNCTION OF U.S.  HIGHWAY 6/34 WITH U.S.
 LH1526'HIGHWAY 283, IN ARAPAHOE, ON THE SOUTH RIGHT-OF-WAY OF U.S.  HIGHWAY
 LH1526'6/34, ON TOP OF A CUTBANK, AT MILEPOST 128+61 AND IN THE NE1/4, SEC24,
 LH1526'T4N, R23W.  OWNERSHIP, NEBRASKA DEPARTMENT OF ROADS.  TELEPHONE
 LH1526'402.479 4341.  IT IS A STANDARD DISK, SET INTO THE TOP OF A ROUND
 LH1526'CONCRETE MONUMENT, RECESSED 7 CM BELOW THE GROUND, THAT IS 33.7 M
 LH1526'(110.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.7 M (2.3 FT) EAST
 LH1526'OF A WITNESS POST AND 0.6 M (2.0 FT) WEST OF A CONCRETE HIGHWAY
 LH1526'RIGHT-OF-WAY MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1038 ***********************************************************************
 LH1038  DESIGNATION -  ARAPAHOE CHURCH SPIRE
 LH1038  PID         -  LH1038
 LH1038  STATE/COUNTY-  NE/FURNAS
 LH1038  USGS QUAD   -  ARAPAHOE (1958)
 LH1038
 LH1038                         *CURRENT SURVEY CONTROL
 LH1038  ___________________________________________________________________
 LH1038* NAD 83(1995)-  40 18 23.87362(N)    099 54 14.50864(W)     ADJUSTED  
 LH1038* NAVD 88     -                                                        
 LH1038  ___________________________________________________________________
 LH1038  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LH1038  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 LH1038
 LH1038  HORZ ORDER  -  THIRD
 LH1038
 LH1038.The horizontal coordinates were established by classical geodetic methods
 LH1038.and adjusted by the National Geodetic Survey in August 1997..
 LH1038
 LH1038
 LH1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1038
 LH1038.The geoid height was determined by GEOID03.
 LH1038
 LH1038;                    North         East     Units Scale Factor Converg.
 LH1038;SPC NE       -    52,556.182   508,157.441   MT  0.99987544   +0 03 49.0
 LH1038;UTM  14      - 4,462,183.291   423,178.004   MT  0.99967265   -0 35 05.4
 LH1038
 LH1038                          SUPERSEDED SURVEY CONTROL
 LH1038
 LH1038  NAD 83(1986)-  40 18 23.87850(N)    099 54 14.51240(W) AD(       ) 4
 LH1038  NAD 27      -  40 18 23.86000(N)    099 54 13.05000(W) AD(       ) 3
 LH1038
 LH1038.Superseded values are not recommended for survey control.
 LH1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1038.See file dsdata.txt to determine how the superseded data were derived.
 LH1038
 LH1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2317862183(NAD 83)
 LH1038_MARKER: 90 = CHURCH SPIRE
 LH1038
 LH1038  HISTORY     - Date     Condition        Report By
 LH1038  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1038
 LH1038                          STATION DESCRIPTION
 LH1038
 LH1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1038'POINT OBSERVED UPON WAS TOP OF SPIRE ON EXTREME NORTH-WESTERLY
 LH1038'CHURCH IN THE TOWN OF ARAPAHOE, ALSO THE HIGHEST CHURCH IN TOWN,
 LH1038'APPROXIMATELY 50 FEET HIGH.
 LH1038'
 LH1038'STATION WAS OBSERVED FROM KELLY AND SINK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1036 ***********************************************************************
 LH1036  DESIGNATION -  ARAPAHOE MUNICIPAL TANK
 LH1036  PID         -  LH1036
 LH1036  STATE/COUNTY-  NE/FURNAS
 LH1036  USGS QUAD   -  ARAPAHOE (1958)
 LH1036
 LH1036                         *CURRENT SURVEY CONTROL
 LH1036  ___________________________________________________________________
 LH1036* NAD 83(1995)-  40 18 05.80539(N)    099 53 45.26760(W)     ADJUSTED  
 LH1036* NAVD 88     -                                                        
 LH1036  ___________________________________________________________________
 LH1036  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 LH1036  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 LH1036
 LH1036  HORZ ORDER  -  THIRD
 LH1036
 LH1036.The horizontal coordinates were established by classical geodetic methods
 LH1036.and adjusted by the National Geodetic Survey in August 1997..
 LH1036
 LH1036
 LH1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1036
 LH1036.The geoid height was determined by GEOID03.
 LH1036
 LH1036;                    North         East     Units Scale Factor Converg.
 LH1036;SPC NE       -    51,999.743   508,848.525   MT  0.99987725   +0 04 08.3
 LH1036;UTM  14      - 4,461,619.182   423,862.607   MT  0.99967136   -0 34 46.2
 LH1036
 LH1036                          SUPERSEDED SURVEY CONTROL
 LH1036
 LH1036  NAD 83(1986)-  40 18 05.81121(N)    099 53 45.27126(W) AD(       ) 4
 LH1036  NAD 27      -  40 18 05.78800(N)    099 53 43.81800(W) AD(       ) 3
 LH1036
 LH1036.Superseded values are not recommended for survey control.
 LH1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1036.See file dsdata.txt to determine how the superseded data were derived.
 LH1036
 LH1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2386361619(NAD 83)
 LH1036_MARKER: 53 = ELEVATED TANK
 LH1036_MARK LOGO: CGS   
 LH1036
 LH1036  HISTORY     - Date     Condition        Report By
 LH1036  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1036  HISTORY     - 1934     GOOD             CGS
 LH1036  HISTORY     - 1951     GOOD             CGS
 LH1036  HISTORY     - 1981     GOOD             NGS
 LH1036  HISTORY     - 19810407 GOOD             NGS
 LH1036
 LH1036                          STATION DESCRIPTION
 LH1036
 LH1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1036'MUNICIPAL WATER TANK, PAINTED BLACK, STEEL, ABOUT 90 FEET HIGH.
 LH1036'LOCATED IN SOUTHWEST PART OF TOWN.  OBSERVED UPON FINIAL.
 LH1036'
 LH1036'OBSERVED FROM KELLY, SINK, AND ELKREEK.
 LH1036
 LH1036                          STATION RECOVERY (1934)
 LH1036
 LH1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LH1036'RECOVERED IN GOOD CONDITION.
 LH1036
 LH1036                          STATION RECOVERY (1951)
 LH1036
 LH1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1036'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE TOWN OF
 LH1036'ARAPAHOE, 95 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 LH1036'STREET AND 31 FEET SOUTH OF THE CENTER OF AN EAST-WEST ALLEY.
 LH1036'
 LH1036'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 LH1036'OVERALL HEIGHT IS 110 FEET.
 LH1036'
 LH1036'THE POINT OBSERVED UPON WAS THE BALL ON THE TOP OF THE TANK.
 LH1036'
 LH1036'PROBABLY THE SAME STATION AS LOCATED IN 1934.
 LH1036
 LH1036                          STATION RECOVERY (1981)
 LH1036
 LH1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LH1036'RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 LH1036
 LH1036                          STATION RECOVERY (1981)
 LH1036
 LH1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0950 ***********************************************************************
 LG0950  DESIGNATION -  ARBOR
 LG0950  PID         -  LG0950
 LG0950  STATE/COUNTY-  NE/HAMILTON
 LG0950  USGS QUAD   -  HENDERSON NE (1968)
 LG0950
 LG0950                         *CURRENT SURVEY CONTROL
 LG0950  ___________________________________________________________________
 LG0950* NAD 83(1995)-  40 58 52.19635(N)    097 49 34.65025(W)     ADJUSTED  
 LG0950* NAVD 88     -       543.     (meters)    1781.     (feet)  SCALED    
 LG0950  ___________________________________________________________________
 LG0950  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 LG0950  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 LG0950
 LG0950  HORZ ORDER  -  THIRD
 LG0950
 LG0950.The horizontal coordinates were established by classical geodetic methods
 LG0950.and adjusted by the National Geodetic Survey in August 1997..
 LG0950
 LG0950.The orthometric height was scaled from a topographic map.
 LG0950
 LG0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0950
 LG0950.The geoid height was determined by GEOID03.
 LG0950
 LG0950;                    North         East     Units Scale Factor Converg.
 LG0950;SPC NE       -   129,738.784   682,863.295   MT  0.99970024   +1 26 25.8
 LG0950;UTM  14      - 4,537,329.575   598,739.736   MT  0.99971999   +0 46 11.3
 LG0950
 LG0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0950!SPC NE       -   0.99991885  x   0.99970024  =   0.99961911
 LG0950!UTM  14      -   0.99991885  x   0.99971999  =   0.99963886
 LG0950
 LG0950:                Primary Azimuth Mark                     Grid Az
 LG0950:SPC NE       -  POLK MUNICIPAL TANK                      018 08 01.3
 LG0950:UTM  14      -  POLK MUNICIPAL TANK                      018 48 15.8
 LG0950
 LG0950|---------------------------------------------------------------------|
 LG0950| PID    Reference Object                     Distance      Geod. Az  |
 LG0950|                                                           dddmmss.s |
 LG0950| MK1924 POLK MUNICIPAL TANK                 APPROX.10.7 KM 0193427.1 |
 LG0950| CN7731 ARBOR RM 1                           20.956 METERS 08555     |
 LG0950| CN7732 ARBOR RM 2                           14.172 METERS 17125     |
 LG0950| CN7730 ARBOR AZ MK                                        1770204.5 |
 LG0950| LG0949 EVAN LUTH ZION CHURCH BELFRY        APPROX. 7.5 KM 1933336.8 |
 LG0950| MK1927 HORDVILLE MUNICIPAL TANK            APPROX.12.1 KM 3343921.1 |
 LG0950| MK1928 HORDVILLE LUTH CH STEEPLE           APPROX.12.2 KM 3350649.4 |
 LG0950|---------------------------------------------------------------------|
 LG0950
 LG0950                          SUPERSEDED SURVEY CONTROL
 LG0950
 LG0950  NAD 83(1986)-  40 58 52.20474(N)    097 49 34.65270(W) AD(       ) 3
 LG0950  NAD 27      -  40 58 52.15100(N)    097 49 33.47500(W) AD(       ) 3
 LG0950
 LG0950.Superseded values are not recommended for survey control.
 LG0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0950.See file dsdata.txt to determine how the superseded data were derived.
 LG0950
 LG0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9874037330(NAD 83)
 LG0950_MARKER: DS = TRIANGULATION STATION DISK
 LG0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0950
 LG0950  HISTORY     - Date     Condition        Report By
 LG0950  HISTORY     - 1950     MONUMENTED       CGS
 LG0950
 LG0950                          STATION DESCRIPTION
 LG0950
 LG0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0950'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF BRADSHAW, 8 MILES
 LG0950'NORTHEAST OF HAMPTON AND 7 MILES SOUTH SOUTHWEST OF POLK IN THE
 LG0950'NORTHWEST CORNER OF A CULTIVATED FIELD.  STATION IS 37 FEET WEST
 LG0950'OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 9 FEET SOUTHWEST OF
 LG0950'FENCE CORNER AND 7 FEET NORTHWEST OF WITNESS POST.  THE MARK IS
 LG0950'ABOUT 12 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED ARBOR
 LG0950'1950.
 LG0950'
 LG0950'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE APPROXIMATE CENTERLINE
 LG0950'OF ROAD, 3.5 FEET SOUTHWEST OF GATE POST AND 2 FEET WEST OF FENCE.
 LG0950'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ARBOR
 LG0950'NO. 1 1950.
 LG0950'
 LG0950'REFERENCE MARK NO. 2 IS 29 FEET WEST OF THE APPROXIMATE CENTERLINE
 LG0950'OF ROAD AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES,
 LG0950'AND THE DISK IS STAMPED ARBOR NO 2 1950.
 LG0950'
 LG0950'AZIMUTH MARK IS 34 FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD,
 LG0950'3 FEET NORTHWEST OF POWER POLE, 2 FEET NORTH OF WITNESS POST AND 2
 LG0950'FEET WEST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 LG0950'DISK IS STAMPED ARBOR 1950.
 LG0950'
 LG0950'TO REACH FROM THE STANDARD SERVICE STATION AT THE INTERSECTION OF
 LG0950'U.S. HIGHWAY 34 AND THE MAIN STREET IN THE NORTH EDGE OF BRADSHAW
 LG0950'GO WEST ON U.S. HIGHWAY 34 FOR 3.2 MILES TO CROSSROADS.  TURN
 LG0950'RIGHT AND GO NORTH ON GRAVEL ROAD FOR 6.0 MILES TO CROSSROADS.
 LG0950'TURN LEFT AND GO WEST FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT
 LG0950'AND GO NORTH FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT OR EAST
 LG0950'SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.25 MILE TO
 LG0950'STATION ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 LG0950'
 LG0950'AN 87 FOOT SIGNAL AT STATION HORDVILLE IS V.G.
 LG0950'
 LG0950'AN 87 FOOT SIGNAL AT STATION HAMILTON IS V.G.
 LG0950'
 LG0950'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1076 ***********************************************************************
 ML1076  DESIGNATION -  ARCHER
 ML1076  PID         -  ML1076
 ML1076  STATE/COUNTY-  NE/HOWARD
 ML1076  USGS QUAD   -  ARCHER (1962)
 ML1076
 ML1076                         *CURRENT SURVEY CONTROL
 ML1076  ___________________________________________________________________
 ML1076* NAD 83(1995)-  41 08 51.99682(N)    098 07 32.08368(W)     ADJUSTED  
 ML1076* NAVD 88     -       533.5    (meters)    1750.     (feet)  VERTCON   
 ML1076  ___________________________________________________________________
 ML1076  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 ML1076  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 ML1076
 ML1076  HORZ ORDER  -  SECOND
 ML1076
 ML1076.The horizontal coordinates were established by classical geodetic methods
 ML1076.and adjusted by the National Geodetic Survey in August 1997..
 ML1076
 ML1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1076
 ML1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1076
 ML1076.The geoid height was determined by GEOID03.
 ML1076
 ML1076;                    North         East     Units Scale Factor Converg.
 ML1076;SPC NE       -   147,642.274   657,289.029   MT  0.99967801   +1 14 31.8
 ML1076;UTM  14      - 4,555,530.352   573,376.053   MT  0.99966626   +0 34 31.4
 ML1076
 ML1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1076!SPC NE       -   0.99992025  x   0.99967801  =   0.99959828
 ML1076!UTM  14      -   0.99992025  x   0.99966626  =   0.99958653
 ML1076
 ML1076|---------------------------------------------------------------------|
 ML1076| PID    Reference Object                     Distance      Geod. Az  |
 ML1076|                                                           dddmmss.s |
 ML1076| ML1077 ARCHER                                5.350 METERS 02813     |
 ML1076| CN7733 STA 6.6/34.14.7                                    0893938.9 |
 ML1076| CN7734 ARCHER RM 1                          18.400 METERS 22921     |
 ML1076| CN7735 ARCHER RM 2                          50.688 METERS 29439     |
 ML1076|---------------------------------------------------------------------|
 ML1076
 ML1076                          SUPERSEDED SURVEY CONTROL
 ML1076
 ML1076  NAD 83(1986)-  41 08 52.00367(N)    098 07 32.08629(W) AD(       ) 2
 ML1076  NAD 27      -  41 08 51.94640(N)    098 07 30.86170(W) AD(       ) 2
 ML1076  NGVD 29 (07/19/86)  533.3    (m)         1750.     (f) VERT ANG       
 ML1076
 ML1076.Superseded values are not recommended for survey control.
 ML1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1076.See file dsdata.txt to determine how the superseded data were derived.
 ML1076
 ML1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7337655530(NAD 83)
 ML1076_MARKER: DS = TRIANGULATION STATION DISK
 ML1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ML1076
 ML1076  HISTORY     - Date     Condition        Report By
 ML1076  HISTORY     - 1966     MONUMENTED       CGS
 ML1076
 ML1076                          STATION DESCRIPTION
 ML1076
 ML1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 ML1076'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF THE TOWN OF
 ML1076'CENTRAL CITY, 1-1/2 MILES SOUTHEAST OF THE TOWN OF ARCHER
 ML1076'AND IN SEC. 33, R 7 W, T 14 N.
 ML1076'
 ML1076'TO REACH STATION FROM THE POST OFFICE IN ARCHER, GO SOUTH
 ML1076'ON GRAVELED ROAD FOR 1.2 MILES TO CROSSROADS.  TURN LEFT AND GO
 ML1076'EAST ON GRAVELED ROAD FOR 0.55 MILE TO SMALL METAL SILOS AND
 ML1076'STATION ON THE RIGHT, SOUTH SIDE OF ROAD AS DESCRIBED.  AZIMUTH IS
 ML1076'REACHED BY CONTINUING EAST ON GRAVELED ROAD, PAST STATION,
 ML1076'FOR 0.45 MILE TO CROSSROADS AND AZIMUTH IN THE SOUTHEAST
 ML1076'ANGLE.
 ML1076'
 ML1076'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK,
 ML1076'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 14 INCHES
 ML1076'BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED ARCHER 1966
 ML1076'AND IS 143.5 FEET EAST OF A POWERLINE POLE, 86.1 FEET EAST OF
 ML1076'EAST EDGE OF EAST ONE OF TWO CONCRETE SILO BASES, 48 FEET
 ML1076'SOUTH OF CENTER OF GRAVELED ROAD AND 47.4 FEET NORTH-NORTHWEST
 ML1076'OF NORTHEAST ONE OF TWO 24 INCH TREES.
 ML1076'
 ML1076'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK,
 ML1076'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH
 ML1076'AND IS STAMPED ARCHER NO 1 1966.  IT IS 87 FEET SOUTH OF
 ML1076'CENTER OF GRAVELED ROAD, 52.6 FEET SOUTHEAST OF SOUTHEAST EDGE OF
 ML1076'EAST ONE OF TWO CONCRETE SILO BASES, AND 5.2 FEET NORTH OF WEST
 ML1076'ONE OF TWO 16 INCH TREES.
 ML1076'
 ML1076'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET
 ML1076'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH AND
 ML1076'IS STAMPED ARCHER NO 2 1966.  IT IS 60.6 FEET NORTHWEST OF
 ML1076'A POWERLINE POLE, 23 FEET NORTH OF CENTER OF THE GRAVELED ROAD,
 ML1076'4.8 FEET SOUTHWEST OF ANOTHER POWERLINE POLE AND 2.2 FEET
 ML1076'SOUTH OF A METAL WITNESS POST.
 ML1076'
 ML1076'AZIMUTH MARK IS A DEPARTMENT OF INTERIOR, BUREAU OF RECLAMATION,
 ML1076'BENCHMARK DISK, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 ML1076'THAT PROJECTS 2 INCHES AND IS STAMPED 6.6/34.14.7 IT IS 2.9
 ML1076'FEET WEST-SOUTHWEST OF A METAL WITNESS POST, 46 FEET SOUTHEAST
 ML1076'OF CENTER OF INTERSECTION OF TWO GRAVELED ROADS, 4.8 FEET
 ML1076'SOUTHWEST OF A POWERLINE SUPPORT POLE AND 2.2 FEET SOUTH OF
 ML1076'A WOOD WITNESS POST.
 ML1076'
 ML1076'THE DEPARTMENT OF INTERIOR, BUREAU OF RECLAMATION, STATION
 ML1076'ARCHER IS LOCATED ON THE SAME PROPERTY AS TRIANGULATION STATION
 ML1076'ARCHER.  IT IS A BRASS DISK, CEMENTED IN THE TOP OF A 6 INCH
 ML1076'DIAMETER CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS STAMPED
 ML1076'ARCHER.  IT IS 58.2 FEET NORTH-NORTHWEST OF WEST ONE OF TWO
 ML1076'24 INCH TREES AND 32 FEET SOUTH OF CENTER OF THE GRAVELED ROAD.
 ML1076'
 ML1076'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 26.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1077 ***********************************************************************
 ML1077  DESIGNATION -  ARCHER
 ML1077  PID         -  ML1077
 ML1077  STATE/COUNTY-  NE/HOWARD
 ML1077  USGS QUAD   -  ARCHER (1962)
 ML1077
 ML1077                         *CURRENT SURVEY CONTROL
 ML1077  ___________________________________________________________________
 ML1077* NAD 83(1995)-  41 08 52.14965(N)    098 07 31.97523(W)     ADJUSTED  
 ML1077* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 ML1077  ___________________________________________________________________
 ML1077  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 ML1077  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 ML1077
 ML1077  HORZ ORDER  -  SECOND
 ML1077
 ML1077.The horizontal coordinates were established by classical geodetic methods
 ML1077.and adjusted by the National Geodetic Survey in August 1997..
 ML1077
 ML1077.The orthometric height was scaled from a topographic map.
 ML1077
 ML1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1077
 ML1077.The geoid height was determined by GEOID03.
 ML1077
 ML1077;                    North         East     Units Scale Factor Converg.
 ML1077;SPC NE       -   147,647.041   657,291.454   MT  0.99967801   +1 14 31.9
 ML1077;UTM  14      - 4,555,535.090   573,378.534   MT  0.99966627   +0 34 31.5
 ML1077
 ML1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1077!SPC NE       -   0.99992030  x   0.99967801  =   0.99959833
 ML1077!UTM  14      -   0.99992030  x   0.99966627  =   0.99958659
 ML1077
 ML1077                          SUPERSEDED SURVEY CONTROL
 ML1077
 ML1077  NAD 83(1986)-  41 08 52.15650(N)    098 07 31.97784(W) AD(       ) 2
 ML1077  NAD 27      -  41 08 52.09920(N)    098 07 30.75330(W) AD(       ) 2
 ML1077
 ML1077.Superseded values are not recommended for survey control.
 ML1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1077.See file dsdata.txt to determine how the superseded data were derived.
 ML1077
 ML1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7337955535(NAD 83)
 ML1077_MARKER: DD = SURVEY DISK
 ML1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1077+STABILITY: SURFACE MOTION
 ML1077
 ML1077  HISTORY     - Date     Condition        Report By
 ML1077  HISTORY     - 1966     MONUMENTED       CGS
 ML1077
 ML1077                          STATION DESCRIPTION
 ML1077
 ML1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 ML1077'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF THE TOWN OF
 ML1077'CENTRAL CITY, 1-1/2 MILES SOUTHEAST OF THE TOWN OF ARCHER.
 ML1077'
 ML1077'THE DEPARTMENT OF INTERIOR, BUREAU OF RECLAMATION, STATION
 ML1077'ARCHER IS LOCATED ON THE SAME PROPERTY AS TRIANGULATION STATION
 ML1077'ARCHER.  IT IS A BRASS DISK, CEMENTED IN THE TOP OF A 6 INCH
 ML1077'DIAMETER CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS STAMPED
 ML1077'ARCHER.  IT IS 58.2 FEET NORTH-NORTHWEST OF WEST ONE OF TWO
 ML1077'24 INCH TREES AND 32 FEET SOUTH OF CENTER OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0685 ***********************************************************************
 NP0685  DESIGNATION -  ARISTOCRAT
 NP0685  PID         -  NP0685
 NP0685  STATE/COUNTY-  NE/DAWES
 NP0685  USGS QUAD   -  CHADRON EAST (1970)
 NP0685
 NP0685                         *CURRENT SURVEY CONTROL
 NP0685  ___________________________________________________________________
 NP0685* NAD 83(1995)-  42 47 16.13339(N)    102 58 27.36294(W)     ADJUSTED  
 NP0685* NAVD 88     -      1245.     (meters)    4085.     (feet)  SCALED    
 NP0685  ___________________________________________________________________
 NP0685  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 NP0685  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 NP0685
 NP0685  HORZ ORDER  -  FIRST
 NP0685
 NP0685.The horizontal coordinates were established by classical geodetic methods
 NP0685.and adjusted by the National Geodetic Survey in August 1997..
 NP0685
 NP0685.The orthometric height was scaled from a topographic map.
 NP0685
 NP0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0685
 NP0685.The geoid height was determined by GEOID03.
 NP0685
 NP0685;                    North         East     Units Scale Factor Converg.
 NP0685;SPC NE       -   332,235.633   256,712.486   MT  0.99990961   -1 58 15.7
 NP0685;UTM  13      - 4,739,242.448   665,683.861   MT  0.99993773   +1 22 34.9
 NP0685
 NP0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0685!SPC NE       -   0.99980767  x   0.99990961  =   0.99971730
 NP0685!UTM  13      -   0.99980767  x   0.99993773  =   0.99974542
 NP0685
 NP0685:                Primary Azimuth Mark                     Grid Az
 NP0685:SPC NE       -  ARISTOCRAT AZ MK                         080 05 04.7
 NP0685:UTM  13      -  ARISTOCRAT AZ MK                         076 44 14.1
 NP0685
 NP0685|---------------------------------------------------------------------|
 NP0685| PID    Reference Object                     Distance      Geod. Az  |
 NP0685|                                                           dddmmss.s |
 NP0685| CP9514 ARISTOCRAT AZ MK                                   0780649.0 |
 NP0685| CP9515 ARISTOCRAT RM 1                      13.800 METERS 10958     |
 NP0685| CP9516 ARISTOCRAT RM 2                      12.310 METERS 32502     |
 NP0685|---------------------------------------------------------------------|
 NP0685
 NP0685                          SUPERSEDED SURVEY CONTROL
 NP0685
 NP0685  NAD 83(1995)-  42 47 16.13191(N)    102 58 27.36276(W) AD(       ) 1
 NP0685  NAD 83(1986)-  42 47 16.12354(N)    102 58 27.35340(W) AD(       ) 1
 NP0685  NAD 27      -  42 47 16.22100(N)    102 58 25.69600(W) AD(       ) 1
 NP0685
 NP0685.Superseded values are not recommended for survey control.
 NP0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0685.See file dsdata.txt to determine how the superseded data were derived.
 NP0685
 NP0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6568439242(NAD 83)
 NP0685_MARKER: DS = TRIANGULATION STATION DISK
 NP0685_SETTING: 0 = UNSPECIFIED SETTING
 NP0685
 NP0685  HISTORY     - Date     Condition        Report By
 NP0685  HISTORY     - 1934     MONUMENTED       CGS
 NP0685  HISTORY     - 1974     GOOD             LOCSUR
 NP0685
 NP0685                          STATION DESCRIPTION
 NP0685
 NP0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0685'THIS STATION IS ON TOP OF THE HIGH BUTTE, WHICH LIES 2 MILES
 NP0685'SE OF CHADRON, AND IS PROMINENT AND EASILY DISTINGUISHED
 NP0685'FROM TOWN AS THE ONE HAVING A LARGE PROJECTION OF WHITE
 NP0685'CLAY ON THE NW END.  THERE ARE A FEW TREES ON TOP OF THE
 NP0685'BUTTE, WHICH IS KNOWN LOCALLY AS THE OLD ARISTOCRAT.  THERE
 NP0685'ARE A RED WINDMILL AND SHACKS IN A GULLY, ABOUT A THIRD OF
 NP0685'A MILE E.  THE BUTTE IS THE HIGHER AND SE END OF A LONG, ROUGH
 NP0685'RIDGE.
 NP0685'
 NP0685'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS
 NP0685'OF TILES WHICH ARE EMBEDDED IN THE GROUND.
 NP0685'
 NP0685'AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE.
 NP0685'
 NP0685'REFERENCE MARK NO. 1 IS E AND NO. 2 IS NW OF THE STATION.
 NP0685'
 NP0685'THE AZIMUTH MARK IS ENE OF THE STATION IN A FENCE CORNER.
 NP0685'IT IS 4 FEET W OF THIS (OBTUSE) FENCE CORNER, AND 19 FEET
 NP0685'E OF THE CENTER LINE OF A FARM ROAD.  THE ROAD MAKES A CURVE
 NP0685'TO THE W AT THIS POINT.
 NP0685'
 NP0685'THIS STATION MAY BE REACHED FROM THE CHADRON POST OFFICE BY
 NP0685'DRIVING E ON U.S. HIGHWAY 20 FOR 0.6 MILE, OR ABOUT 50 YARDS
 NP0685'BEYOND DAVES SERVICE STATION ON THE S SIDE OF THE ROAD.  TURN
 NP0685'RIGHT, OR S, BEYOND WRECKING YARD AND SERVICE STATION AND GO
 NP0685'1.0 MILE.  PASS THROUGH WIRE GATE STRAIGHT AHEAD.  (THERE
 NP0685'ARE A HOUSE AND TREES 30 YARDS SW).  CONTINUE S ON FARM ROAD
 NP0685'ABOUT 50 YARDS AND THEN TURN LEFT, OR E, AND GO E 0.4 MILE.
 NP0685'TURN RIGHT, OR SOUTHERLY, AND GO 1.2 MILES, KEEPING LEFT FORK
 NP0685'OF MAIN ROAD, OR 0.2 MILE BEYOND THE THIRD WIRE GATE PASSED
 NP0685'THROUGH ON THE WAY.  TAKE RIGHT FORK AND GO SOUTHERLY ON
 NP0685'TRACK ROAD ACROSS CORN FIELD 0.5 MILE TO ANOTHER GATE, THEN
 NP0685'CONTINUE 0.3 MILE MORE.  PASS THROUGH WIRE GATE IN E-W FENCE
 NP0685'AND TURN RIGHT, OR W AND DRIVE W OVER SANDY GROUND TO FOOT
 NP0685'OF BUTTE VISIBLE FROM GATE, ABOUT 1/3 MILE.
 NP0685'
 NP0685'LEAVE TRUCK AND PACK UP BUTTE TO TOP AND STATION.
 NP0685'
 NP0685'A 4-FOOT STAND WILL CLEAR ALL LINES.
 NP0685
 NP0685                          STATION RECOVERY (1974)
 NP0685
 NP0685'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (BC)
 NP0685'RECOVERED BY CHADRON STATE COLLEGE
 NP0685'
 NP0685'NO. 1 ARISTOCRAT 1934-EXCELLENT
 NP0685'
 NP0685'NO. 2 ARISTOCRAT 1934-EXCELLENT
 NP0685'
 NP0685'AZ. MK ARISTOCRAT 1934-EXCELLENT
 NP0685'
 NP0685'THIS STATION MAY BE REACHED FROM THE CHADRON POST OFFICE
 NP0685'BY DRIVING E ON U.S. HIGHWAY 20 FOR 0.6 MILE ON RIDGEVIEW,
 NP0685'TURN S AND GO 1.0 MILE.  TURN E AND PASS THROUGH N-S FENCE AND
 NP0685'GO 0.4 MILE E ALONG E-W FENCE.  TURN N ALONG N-S FENCE AND GO
 NP0685'100 YARDS.  HERE TURN BACK E ALONG E-W FENCE AND GO 0.1 MILE.
 NP0685'PASS THROUGH GATE IN CORNER OF FENCE LINE AND GO 0.2 MILE IN
 NP0685'A SE DIRECTION.  PASS THROUGH GATE IN E-W FENCE AND GO 0.3 MILE
 NP0685'IN SE DIRECTION.  PASS THROUGH GATE IN N-S FENCE AND GO
 NP0685'0.25 MILE IN S DIRECTION.  PASS THROUGH GATE IN E-W FENCE
 NP0685'(FOREST LAND PASTURE 27) AND GO 0.5 MILE IN S DIRECTION.
 NP0685'PASS THROUGH E-W FENCE (FOREST LAND PASTURE 28) AND GO 7.2
 NP0685'MILE IN S DIRECTION.  COMING TO BACK SIDE OF BUTTE.  WHERE IT
 NP0685'IS EASIEST TO PACK UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1027 ***********************************************************************
 LG1027  DESIGNATION -  ARKEKETA
 LG1027  PID         -  LG1027
 LG1027  STATE/COUNTY-  NE/PAWNEE
 LG1027  USGS QUAD   -  LIBERTY (1980)
 LG1027
 LG1027                         *CURRENT SURVEY CONTROL
 LG1027  ___________________________________________________________________
 LG1027* NAD 83(1995)-  40 04 25.02174(N)    096 24 25.38680(W)     ADJUSTED  
 LG1027* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 LG1027  ___________________________________________________________________
 LG1027  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 LG1027  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 LG1027
 LG1027  HORZ ORDER  -  SECOND
 LG1027
 LG1027.The horizontal coordinates were established by classical geodetic methods
 LG1027.and adjusted by the National Geodetic Survey in August 1997..
 LG1027
 LG1027.The orthometric height was scaled from a topographic map.
 LG1027
 LG1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1027
 LG1027.The geoid height was determined by GEOID03.
 LG1027
 LG1027;                    North         East     Units Scale Factor Converg.
 LG1027;SPC NE       -    33,047.381   806,387.807   MT  0.99996754   +2 22 51.7
 LG1027;SPC KS N     -   194,399.538   535,882.937   MT  1.00006000   +1 00 28.4
 LG1027;UTM  14      - 4,439,150.164   721,108.472   MT  1.00020188   +1 40 11.8
 LG1027
 LG1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1027!SPC NE       -   0.99993408  x   0.99996754  =   0.99990163
 LG1027!SPC KS N     -   0.99993408  x   1.00006000  =   0.99999408
 LG1027!UTM  14      -   0.99993408  x   1.00020188  =   1.00013595
 LG1027
 LG1027:                Primary Azimuth Mark                     Grid Az
 LG1027:SPC NE       -  BURCHARD MUNICIPAL STANDPIPE             027 37 03.8
 LG1027:SPC KS N     -  BURCHARD MUNICIPAL STANDPIPE             028 59 27.1
 LG1027:UTM  14      -  BURCHARD MUNICIPAL STANDPIPE             028 19 43.7
 LG1027
 LG1027|---------------------------------------------------------------------|
 LG1027| PID    Reference Object                     Distance      Geod. Az  |
 LG1027|                                                           dddmmss.s |
 LG1027| LG1018 BURCHARD MUNICIPAL STANDPIPE        APPROX.10.1 KM 0295955.5 |
 LG1027| CL6770 ARKEKETA RM 1                        26.341 METERS 12727     |
 LG1027| CL6771 ARKEKETA RM 2                        20.486 METERS 21846     |
 LG1027| LG1069 WYMORE MUNICIPAL TANK               APPROX.22.7 KM 2851645.4 |
 LG1027| LG1026 LIBERTY MUNICIPAL TANK              APPROX. 6.6 KM 2852034.1 |
 LG1027| CL6769 ARKEKETA AZ MK                                     3591549.6 |
 LG1027|---------------------------------------------------------------------|
 LG1027
 LG1027                          SUPERSEDED SURVEY CONTROL
 LG1027
 LG1027  NAD 83(1986)-  40 04 25.02787(N)    096 24 25.38286(W) AD(       ) 2
 LG1027  NAD 27      -  40 04 25.02400(N)    096 24 24.32500(W) AD(       ) 2
 LG1027
 LG1027.Superseded values are not recommended for survey control.
 LG1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1027.See file dsdata.txt to determine how the superseded data were derived.
 LG1027
 LG1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2110839150(NAD 83)
 LG1027_MARKER: DS = TRIANGULATION STATION DISK
 LG1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1027
 LG1027  HISTORY     - Date     Condition        Report By
 LG1027  HISTORY     - 1947     MONUMENTED       CGS
 LG1027  HISTORY     - 1960     GOOD             CGS
 LG1027
 LG1027                          STATION DESCRIPTION
 LG1027
 LG1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1027'THE STATION IS LOCATED 8.5 MILES NORTHWEST OF SUMMERFIELD, 6.0
 LG1027'MILES SOUTHWEST OF BURCHARD AND 5.0 MILES NORTH OF THE
 LG1027'KANSAS-NEBRASKA STATE LINE AND 0.3 MILE SOUTH OF ARKEKETA
 LG1027'CREEK.  IT IS 30 FEET NORTH OF THE CENTER OF EAST-WEST SECTION
 LG1027'LINE ROAD, 85 FEET EAST OF THE CENTER OF NORTH-SOUTH SECTION
 LG1027'LINE ROAD AND 11 FEET NORTH OF WHITE WITNESS POST.  IT IS
 LG1027'STAMPED ARKEKETA 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1027'
 LG1027'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 21 FEET SOUTH
 LG1027'OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD AND 1 FOOT NORTH
 LG1027'OF EAST-WEST FENCE LINE.  IT IS STAMPED ARKEKETA NO 1 1947 AND
 LG1027'PROJECTS 4 INCHES.
 LG1027'
 LG1027'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 21 FEET SOUTH
 LG1027'OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD, 15 FEET EAST
 LG1027'OF FENCE CORNER AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS
 LG1027'STAMPED ARKEKETA NO 2 1947 AND PROJECTS 5 INCHES.
 LG1027'
 LG1027'THE AZIMUTH MARK IS ABOUT 0.75 MILES NORTH-NORTHWEST OF THE
 LG1027'STATION, 30 FEET WEST OF THE CENTER OF THE NORTH-SOUTH SECTION
 LG1027'LINE ROAD AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS
 LG1027'STAMPED ARKEKETA 1947 AND PROJECTS 2 INCHES.  TO REACH FROM THE
 LG1027'STATION GO NORTH ON SECTION LINE ROAD FOR 0.75 MILE TO THE MARK
 LG1027'ON THE LEFT AS DESCRIBED.
 LG1027'
 LG1027'TO REACH THE STATION FROM THE RAILROAD CROSSING IN BURCHARD, GO
 LG1027'SOUTH ON STATE ROUTES 4 AND 65 FOR 2.5 MILES TO JUNCTION OF
 LG1027'ROUTES 4 AND 65, CONTINUE SOUTH ON 65 FOR 2.5 MILES TO CROSSROADS,
 LG1027'TURN RIGHT AND GO WEST FOR 3.0 MILES TO CROSSROADS AND STATION
 LG1027'ON THE RIGHT AS DESCRIBED.
 LG1027'
 LG1027'A 74 FOOT SIGNAL AT STATION SUMMERFIELD IS VISIBLE AT 50 FEET.
 LG1027'
 LG1027'A 74 FOOT SIGNAL AT STATION MALICKY IS VISIBLE AT 50 FEET.
 LG1027'
 LG1027'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1027
 LG1027                          STATION RECOVERY (1960)
 LG1027
 LG1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LG1027'THE DISK FOR REFERENCE MARK NO. 2 WAS RECOVERED IN AN AUTO PARTS
 LG1027'COMPANY YARD IN MARYSVILLE, KANSAS.  THE DISK WAS RETURNED TO
 LG1027'WASHINGTON OFFICE BY MR. D.O. HARTSOOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2037 ***********************************************************************
 MK2037  DESIGNATION -  ARLINGTON ATT MICROWAVE TOWER
 MK2037  PID         -  MK2037
 MK2037  STATE/COUNTY-  NE/DOUGLAS
 MK2037  USGS QUAD   -  ARLINGTON (1968)
 MK2037
 MK2037                         *CURRENT SURVEY CONTROL
 MK2037  ___________________________________________________________________
 MK2037* NAD 83(1995)-  41 25 31.84568(N)    096 18 37.16818(W)     ADJUSTED  
 MK2037* NAVD 88     -                                                        
 MK2037  ___________________________________________________________________
 MK2037  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 MK2037  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MK2037
 MK2037  HORZ ORDER  -  THIRD
 MK2037
 MK2037.The horizontal coordinates were established by classical geodetic methods
 MK2037.and adjusted by the National Geodetic Survey in August 1997..
 MK2037
 MK2037
 MK2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2037
 MK2037.The geoid height was determined by GEOID03.
 MK2037
 MK2037;                    North         East     Units Scale Factor Converg.
 MK2037;SPC NE       -   183,350.020   808,227.940   MT  0.99965957   +2 26 42.5
 MK2037;UTM  14      - 4,589,486.589   724,755.232   MT  1.00022171   +1 46 49.3
 MK2037
 MK2037                          SUPERSEDED SURVEY CONTROL
 MK2037
 MK2037  NAD 83(1986)-  41 25 31.85335(N)    096 18 37.17097(W) AD(       ) 4
 MK2037  NAD 27      -  41 25 31.85600(N)    096 18 36.06700(W) AD(       ) 3
 MK2037
 MK2037.Superseded values are not recommended for survey control.
 MK2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2037.See file dsdata.txt to determine how the superseded data were derived.
 MK2037
 MK2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2475589487(NAD 83)
 MK2037_MARKER: 45 = MICROWAVE TOWER
 MK2037_MARK LOGO: CGS   
 MK2037
 MK2037  HISTORY     - Date     Condition        Report By
 MK2037  HISTORY     - 1959     FIRST OBSERVED   CGS
 MK2037
 MK2037                          STATION DESCRIPTION
 MK2037
 MK2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MK2037'THIS TOWER WAS OBSERVED UPON FROM STATION JOURNEY FOR ADDITIONAL
 MK2037'GROUND AZIMUTH ONLY AND HAS NOT BEEN POSITIONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0984 ***********************************************************************
 MK0984  DESIGNATION -  ARMA
 MK0984  PID         -  MK0984
 MK0984  STATE/COUNTY-  NE/SAUNDERS
 MK0984  USGS QUAD   -  MEAD (1981)
 MK0984
 MK0984                         *CURRENT SURVEY CONTROL
 MK0984  ___________________________________________________________________
 MK0984* NAD 83(1995)-  41 12 50.84488(N)    096 29 43.03223(W)     ADJUSTED  
 MK0984* NAVD 88     -       367.297  (meters)    1205.04   (feet)  ADJUSTED  
 MK0984  ___________________________________________________________________
 MK0984  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 MK0984  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 MK0984  DYNAMIC HT  -         367.128 (meters)    1204.49  (feet)  COMP
 MK0984  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 MK0984
 MK0984  HORZ ORDER  -  SECOND
 MK0984  VERT ORDER  -  SECOND    CLASS 0
 MK0984
 MK0984.The horizontal coordinates were established by classical geodetic methods
 MK0984.and adjusted by the National Geodetic Survey in August 1997..
 MK0984
 MK0984.The orthometric height was determined by differential leveling
 MK0984.and adjusted by the National Geodetic Survey in June 1991..
 MK0984
 MK0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK0984
 MK0984.The geoid height was determined by GEOID03.
 MK0984
 MK0984.The dynamic height is computed by dividing the NAVD 88
 MK0984.geopotential number by the normal gravity value computed on the
 MK0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0984.degrees latitude (g = 980.6199 gals.).
 MK0984
 MK0984.The modeled gravity was interpolated from observed gravity values.
 MK0984
 MK0984;                    North         East     Units Scale Factor Converg.
 MK0984;SPC NE       -   159,257.404   793,736.349   MT  0.99967149   +2 19 21.2
 MK0984;UTM  14      - 4,565,552.261   709,975.969   MT  1.00014265   +1 39 03.2
 MK0984
 MK0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0984!SPC NE       -   0.99994663  x   0.99967149  =   0.99961813
 MK0984!UTM  14      -   0.99994663  x   1.00014265  =   1.00008927
 MK0984
 MK0984:                Primary Azimuth Mark                     Grid Az
 MK0984:SPC NE       -  MEAD ALMA LUTH CH SPIRE                  013 49 01.2
 MK0984:UTM  14      -  MEAD ALMA LUTH CH SPIRE                  014 29 19.2
 MK0984
 MK0984|---------------------------------------------------------------------|
 MK0984| PID    Reference Object                     Distance      Geod. Az  |
 MK0984|                                                           dddmmss.s |
 MK0984| MK2015 MEAD ALMA LUTH CH SPIRE             APPROX. 1.3 KM 0160822.4 |
 MK0984| MK2016 STORM                               APPROX. 4.5 KM 0715600.5 |
 MK0984| MK0982 ARMA RM 1                             6.102 METERS 08934     |
 MK0984| MK0983 ARMA RM 2                             6.398 METERS 26940     |
 MK0984| MK0985 ARMA RM 3                            24.000 METERS 27324     |
 MK0984| CL6772 ARMA AZ MK                                         3223354.9 |
 MK0984| MK0986 ARMA RM 4                            28.680 METERS 35830     |
 MK0984|---------------------------------------------------------------------|
 MK0984
 MK0984                          SUPERSEDED SURVEY CONTROL
 MK0984
 MK0984  NAD 83(1986)-  41 12 50.85544(N)    096 29 43.03477(W) AD(       ) 2
 MK0984  NGVD 29 (??/??/92)  367.160  (m)         1204.59   (f) ADJ UNCH    2 0
 MK0984
 MK0984.Superseded values are not recommended for survey control.
 MK0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0984.See file dsdata.txt to determine how the superseded data were derived.
 MK0984
 MK0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0997665552(NAD 83)
 MK0984_MARKER: DS = TRIANGULATION STATION DISK
 MK0984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0984_SP_SET: CONCRETE LOADING DOCK
 MK0984_STAMPING: ARMA 1961
 MK0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0984
 MK0984  HISTORY     - Date     Condition        Report By
 MK0984  HISTORY     - 1961     MONUMENTED       CGS
 MK0984
 MK0984                          STATION DESCRIPTION
 MK0984
 MK0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0984'1.4 MI SW FROM MEAD.
 MK0984'0.6 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT
 MK0984'MEAD, THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE
 MK0984'SOUTH ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST TO GUARD GATE,
 MK0984'THENCE 0.4 MILE SOUTH THROUGH THE GUARD GATE TO THE ARMA
 MK0984'BUILDING, 23 FEET EAST OF THE NORTHWEST CORNER OF THE ARMA
 MK0984'BUILDING, 7.2 FEET SOUTH OF THE NORTH EDGE OF A LOADING DOCK,
 MK0984'3.6 FEET NORTH OF THE CENTER OF THE DOOR A1, SET IN CONCRETE
 MK0984'OF THIS CONCRETE LOADING DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0981 ***********************************************************************
 MK0981  DESIGNATION -  ARMA AZ MK
 MK0981  PID         -  MK0981
 MK0981  STATE/COUNTY-  NE/SAUNDERS
 MK0981  USGS QUAD   -  MEAD (1981)
 MK0981
 MK0981                         *CURRENT SURVEY CONTROL
 MK0981  ___________________________________________________________________
 MK0981* NAD 83(1986)-  41 13 00.     (N)    096 29 51.     (W)     SCALED    
 MK0981* NAVD 88     -       366.909  (meters)    1203.77   (feet)  ADJUSTED  
 MK0981  ___________________________________________________________________
 MK0981  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 MK0981  DYNAMIC HT  -         366.739 (meters)    1203.21  (feet)  COMP
 MK0981  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 MK0981
 MK0981  VERT ORDER  -  SECOND    CLASS 0
 MK0981
 MK0981.The horizontal coordinates were scaled from a topographic map and have
 MK0981.an estimated accuracy of +/- 6 seconds.
 MK0981
 MK0981.The orthometric height was determined by differential leveling
 MK0981.and adjusted by the National Geodetic Survey in June 1991..
 MK0981
 MK0981.The geoid height was determined by GEOID03.
 MK0981
 MK0981.The dynamic height is computed by dividing the NAVD 88
 MK0981.geopotential number by the normal gravity value computed on the
 MK0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0981.degrees latitude (g = 980.6199 gals.).
 MK0981
 MK0981.The modeled gravity was interpolated from observed gravity values.
 MK0981
 MK0981;                    North         East    Units  Estimated Accuracy
 MK0981;SPC NE       -   159,530.      793,540.      MT  (+/- 180 meters Scaled)
 MK0981
 MK0981                          SUPERSEDED SURVEY CONTROL
 MK0981
 MK0981  NGVD 29 (??/??/92)  366.772  (m)         1203.32   (f) ADJ UNCH    2 0
 MK0981
 MK0981.Superseded values are not recommended for survey control.
 MK0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0981.See file dsdata.txt to determine how the superseded data were derived.
 MK0981
 MK0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL097658(NAD 83)
 MK0981_MARKER: DZ = AZIMUTH MARK DISK
 MK0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0981_STAMPING: ARMA 1961
 MK0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0981+STABILITY: SURFACE MOTION
 MK0981
 MK0981  HISTORY     - Date     Condition        Report By
 MK0981  HISTORY     - 1961     MONUMENTED       CGS
 MK0981
 MK0981                          STATION DESCRIPTION
 MK0981
 MK0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0981'1.4 MI SW FROM MEAD.
 MK0981'0.6 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT MEAD,
 MK0981'THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE SOUTH
 MK0981'ALONG A GRAVEL ROAD, THENCE 0.25 MILE WEST ALONG A GRAVEL ROAD,
 MK0981'THENCE 0.2 MILE SOUTH ALONG AN ABANDED ENTRANCE TO AIR BASE, 85.7
 MK0981'FEET NORTHWEST OF A FIRE HYDRANT, 18 FEET NORTHWEST OF A POLE
 MK0981'WITH GUY WIRES, 2.4 FEET WEST OF A METAL WITNESS POST WITH SIGN,
 MK0981'1 FOOT SOUTH OF A FENCE, SET IN TOP OF A SQUARE CONCRETE POST,
 MK0981'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0982 ***********************************************************************
 MK0982  DESIGNATION -  ARMA RM 1
 MK0982  PID         -  MK0982
 MK0982  STATE/COUNTY-  NE/SAUNDERS
 MK0982  USGS QUAD   -  MEAD (1981)
 MK0982
 MK0982                         *CURRENT SURVEY CONTROL
 MK0982  ___________________________________________________________________
 MK0982* NAD 83(1986)-  41 12 49.     (N)    096 29 44.     (W)     SCALED    
 MK0982* NAVD 88     -       367.305  (meters)    1205.07   (feet)  ADJUSTED  
 MK0982  ___________________________________________________________________
 MK0982  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 MK0982  DYNAMIC HT  -         367.135 (meters)    1204.51  (feet)  COMP
 MK0982  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 MK0982
 MK0982  VERT ORDER  -  SECOND    CLASS 0
 MK0982
 MK0982.The horizontal coordinates were scaled from a topographic map and have
 MK0982.an estimated accuracy of +/- 6 seconds.
 MK0982
 MK0982.The orthometric height was determined by differential leveling
 MK0982.and adjusted by the National Geodetic Survey in June 1991..
 MK0982
 MK0982.The geoid height was determined by GEOID03.
 MK0982
 MK0982.The dynamic height is computed by dividing the NAVD 88
 MK0982.geopotential number by the normal gravity value computed on the
 MK0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0982.degrees latitude (g = 980.6199 gals.).
 MK0982
 MK0982.The modeled gravity was interpolated from observed gravity values.
 MK0982
 MK0982;                    North         East    Units  Estimated Accuracy
 MK0982;SPC NE       -   159,200.      793,720.      MT  (+/- 180 meters Scaled)
 MK0982
 MK0982                          SUPERSEDED SURVEY CONTROL
 MK0982
 MK0982  NGVD 29 (??/??/92)  367.168  (m)         1204.62   (f) ADJ UNCH    2 0
 MK0982
 MK0982.Superseded values are not recommended for survey control.
 MK0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0982.See file dsdata.txt to determine how the superseded data were derived.
 MK0982
 MK0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL099654(NAD 83)
 MK0982_MARKER: DR = REFERENCE MARK DISK
 MK0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0982_SP_SET: CONCRETE LOADING DOCK
 MK0982_STAMPING: ARMA NO 1 1961
 MK0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0982
 MK0982  HISTORY     - Date     Condition        Report By
 MK0982  HISTORY     - 1961     MONUMENTED       CGS
 MK0982
 MK0982                          STATION DESCRIPTION
 MK0982
 MK0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0982'1.4 MI S FROM MEAD.
 MK0982'0.6 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT
 MK0982'MEAD, THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILES
 MK0982'ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST TO GUARD GATE, THENCE
 MK0982'0.4 MILE SOUTH THROUGH THE GUARD GATE TO THE ARMA BUILDING, 42.9
 MK0982'FEET EAST OF THE NORTHWEST CORNER OF THE ARMA BUILDING, 20 FEET
 MK0982'EAST OF THE STATION, 7 FEET SOUTH OF THE NORTH EDGE OF THE
 MK0982'LOADING DOCK, 31.7 FEET NORTHWEST OF THE CENTER DOOR 2, 3 FEET
 MK0982'NORTH OF THE NORTH SIDE OF THE BUILDING, SET IN CONCRETE IN THE
 MK0982'CONCRETE LOADING DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0983 ***********************************************************************
 MK0983  DESIGNATION -  ARMA RM 2
 MK0983  PID         -  MK0983
 MK0983  STATE/COUNTY-  NE/SAUNDERS
 MK0983  USGS QUAD   -  MEAD (1981)
 MK0983
 MK0983                         *CURRENT SURVEY CONTROL
 MK0983  ___________________________________________________________________
 MK0983* NAD 83(1986)-  41 12 48.     (N)    096 29 44.     (W)     SCALED    
 MK0983* NAVD 88     -       367.308  (meters)    1205.08   (feet)  ADJUSTED  
 MK0983  ___________________________________________________________________
 MK0983  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 MK0983  DYNAMIC HT  -         367.138 (meters)    1204.52  (feet)  COMP
 MK0983  MODELED GRAV-     980,151.8   (mgal)                       NAVD 88
 MK0983
 MK0983  VERT ORDER  -  SECOND    CLASS 0
 MK0983
 MK0983.The horizontal coordinates were scaled from a topographic map and have
 MK0983.an estimated accuracy of +/- 6 seconds.
 MK0983
 MK0983.The orthometric height was determined by differential leveling
 MK0983.and adjusted by the National Geodetic Survey in June 1991..
 MK0983
 MK0983.The geoid height was determined by GEOID03.
 MK0983
 MK0983.The dynamic height is computed by dividing the NAVD 88
 MK0983.geopotential number by the normal gravity value computed on the
 MK0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0983.degrees latitude (g = 980.6199 gals.).
 MK0983
 MK0983.The modeled gravity was interpolated from observed gravity values.
 MK0983
 MK0983;                    North         East    Units  Estimated Accuracy
 MK0983;SPC NE       -   159,170.      793,720.      MT  (+/- 180 meters Scaled)
 MK0983
 MK0983                          SUPERSEDED SURVEY CONTROL
 MK0983
 MK0983  NGVD 29 (??/??/92)  367.170  (m)         1204.62   (f) ADJ UNCH    2 0
 MK0983
 MK0983.Superseded values are not recommended for survey control.
 MK0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0983.See file dsdata.txt to determine how the superseded data were derived.
 MK0983
 MK0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL099654(NAD 83)
 MK0983_MARKER: DR = REFERENCE MARK DISK
 MK0983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0983_SP_SET: CONCRETE LOADING DOCK
 MK0983_STAMPING: ARMA NO 1 1961
 MK0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0983
 MK0983  HISTORY     - Date     Condition        Report By
 MK0983  HISTORY     - 1961     MONUMENTED       CGS
 MK0983
 MK0983                          STATION DESCRIPTION
 MK0983
 MK0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0983'1.4 MI S FROM MEAD.
 MK0983'0.6 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT
 MK0983'MEAD, THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE
 MK0983'SOUTH ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST TO GUARD GATE,
 MK0983'THENCE 0.4 MILE SOUTH THROUGH THE GUARD GATE TO THE ARMA
 MK0983'BUILDING, 42.9 FEET EAST OF THE NORTHWEST CORNER OF THE ARMA
 MK0983'BUILDING, 20 FEET EAST OF THE STATION, 7 FEET SOUTH OF THE NORTH
 MK0983'EDGE OF LOADING DOCK, 31.7 FEET NORTHWEST OF THE CENTER OF
 MK0983'DOOR 2, 3 FEET NORTH OF THE NORTH SIDE OF THE BUILDING, SET IN
 MK0983'CONCRETE IN THE CONCRETE LOADING DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0985 ***********************************************************************
 MK0985  DESIGNATION -  ARMA RM 3
 MK0985  PID         -  MK0985
 MK0985  STATE/COUNTY-  NE/SAUNDERS
 MK0985  USGS QUAD   -  MEAD (1981)
 MK0985
 MK0985                         *CURRENT SURVEY CONTROL
 MK0985  ___________________________________________________________________
 MK0985* NAD 83(1986)-  41 12 49.     (N)    096 29 45.     (W)     SCALED    
 MK0985* NAVD 88     -       367.048  (meters)    1204.22   (feet)  ADJUSTED  
 MK0985  ___________________________________________________________________
 MK0985  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 MK0985  DYNAMIC HT  -         366.878 (meters)    1203.67  (feet)  COMP
 MK0985  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 MK0985
 MK0985  VERT ORDER  -  SECOND    CLASS 0
 MK0985
 MK0985.The horizontal coordinates were scaled from a topographic map and have
 MK0985.an estimated accuracy of +/- 6 seconds.
 MK0985
 MK0985.The orthometric height was determined by differential leveling
 MK0985.and adjusted by the National Geodetic Survey in June 1991..
 MK0985
 MK0985.The geoid height was determined by GEOID03.
 MK0985
 MK0985.The dynamic height is computed by dividing the NAVD 88
 MK0985.geopotential number by the normal gravity value computed on the
 MK0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0985.degrees latitude (g = 980.6199 gals.).
 MK0985
 MK0985.The modeled gravity was interpolated from observed gravity values.
 MK0985
 MK0985;                    North         East    Units  Estimated Accuracy
 MK0985;SPC NE       -   159,200.      793,690.      MT  (+/- 180 meters Scaled)
 MK0985
 MK0985                          SUPERSEDED SURVEY CONTROL
 MK0985
 MK0985  NGVD 29 (??/??/92)  366.910  (m)         1203.77   (f) ADJ UNCH    2 0
 MK0985
 MK0985.Superseded values are not recommended for survey control.
 MK0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0985.See file dsdata.txt to determine how the superseded data were derived.
 MK0985
 MK0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL099654(NAD 83)
 MK0985_MARKER: DR = REFERENCE MARK DISK
 MK0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0985_STAMPING: ARMA NO 3 1961
 MK0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0985+STABILITY: SURFACE MOTION
 MK0985
 MK0985  HISTORY     - Date     Condition        Report By
 MK0985  HISTORY     - 1961     MONUMENTED       CGS
 MK0985
 MK0985                          STATION DESCRIPTION
 MK0985
 MK0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0985'1.4 MI S FROM MEAD.
 MK0985'0.6 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT
 MK0985'MEAD, THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE
 MK0985'SOUTH ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST TO GUARD GATE,
 MK0985'THENCE 0.4 MILE SOUTH THROUGH THE GUARD GATE TO THE ARMA
 MK0985'BUILDING, 78 FEET WEST OF THE STATION, 47 FEET WEST OF THE
 MK0985'NORTHWEST CORNER OF THE BUILDING 0.8, SET IN TOP OF A SQUARE
 MK0985'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0986 ***********************************************************************
 MK0986  DESIGNATION -  ARMA RM 4
 MK0986  PID         -  MK0986
 MK0986  STATE/COUNTY-  NE/SAUNDERS
 MK0986  USGS QUAD   -  MEAD (1981)
 MK0986
 MK0986                         *CURRENT SURVEY CONTROL
 MK0986  ___________________________________________________________________
 MK0986* NAD 83(1986)-  41 12 49.     (N)    096 29 44.     (W)     SCALED    
 MK0986* NAVD 88     -       366.909  (meters)    1203.77   (feet)  ADJUSTED  
 MK0986  ___________________________________________________________________
 MK0986  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 MK0986  DYNAMIC HT  -         366.740 (meters)    1203.21  (feet)  COMP
 MK0986  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 MK0986
 MK0986  VERT ORDER  -  SECOND    CLASS 0
 MK0986
 MK0986.The horizontal coordinates were scaled from a topographic map and have
 MK0986.an estimated accuracy of +/- 6 seconds.
 MK0986
 MK0986.The orthometric height was determined by differential leveling
 MK0986.and adjusted by the National Geodetic Survey in June 1991..
 MK0986
 MK0986.The geoid height was determined by GEOID03.
 MK0986
 MK0986.The dynamic height is computed by dividing the NAVD 88
 MK0986.geopotential number by the normal gravity value computed on the
 MK0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0986.degrees latitude (g = 980.6199 gals.).
 MK0986
 MK0986.The modeled gravity was interpolated from observed gravity values.
 MK0986
 MK0986;                    North         East    Units  Estimated Accuracy
 MK0986;SPC NE       -   159,200.      793,720.      MT  (+/- 180 meters Scaled)
 MK0986
 MK0986                          SUPERSEDED SURVEY CONTROL
 MK0986
 MK0986  NGVD 29 (??/??/92)  366.772  (m)         1203.32   (f) ADJ UNCH    2 0
 MK0986
 MK0986.Superseded values are not recommended for survey control.
 MK0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0986.See file dsdata.txt to determine how the superseded data were derived.
 MK0986
 MK0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL099654(NAD 83)
 MK0986_MARKER: DR = REFERENCE MARK DISK
 MK0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0986_STAMPING: ARMA NO 4 1961
 MK0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0986+STABILITY: SURFACE MOTION
 MK0986
 MK0986  HISTORY     - Date     Condition        Report By
 MK0986  HISTORY     - 1961     MONUMENTED       CGS
 MK0986
 MK0986                          STATION DESCRIPTION
 MK0986
 MK0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0986'1.4 MI S FROM MEAD.
 MK0986'0.6 MILE SOUTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT MEAD,
 MK0986'THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE
 MK0986'SOUTH ALONG A GRAVEL ROAD, THENCE 0.1 MILE WEST TO GUARD GATE,
 MK0986'THENCE 0.4 MILE SOUTH THROUGH THE GUARD GATE TO THE ARMA
 MK0986'BUILDING, 99 FEET NORTH OF THE NORTHWEST CORNER OF BUILDING
 MK0986'O-8, 96 FEET NORTH OF THE STATION, SET IN TOP OF A SQUARE
 MK0986'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0079 ***********************************************************************
 MN0079  DESIGNATION -  ARP
 MN0079  PID         -  MN0079
 MN0079  STATE/COUNTY-  NE/CHEYENNE
 MN0079  USGS QUAD   -  SIDNEY MUNI AIRPORT (1972)
 MN0079
 MN0079                         *CURRENT SURVEY CONTROL
 MN0079  ___________________________________________________________________
 MN0079* NAD 83(1986)-  41 05 59.     (N)    102 58 57.     (W)     SCALED    
 MN0079* NAVD 88     -      1307.457  (meters)    4289.55   (feet)  ADJUSTED  
 MN0079  ___________________________________________________________________
 MN0079  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 MN0079  DYNAMIC HT  -        1306.523 (meters)    4286.48  (feet)  COMP
 MN0079  MODELED GRAV-     979,864.0   (mgal)                       NAVD 88
 MN0079
 MN0079  VERT ORDER  -  SECOND    CLASS 0
 MN0079
 MN0079.This mark is at Sidney Municipal Airport (SNY)
 MN0079
 MN0079.The horizontal coordinates were scaled from a topographic map and have
 MN0079.an estimated accuracy of +/- 6 seconds.
 MN0079
 MN0079.The orthometric height was determined by differential leveling
 MN0079.and adjusted by the National Geodetic Survey in June 1991..
 MN0079
 MN0079.The geoid height was determined by GEOID03.
 MN0079
 MN0079.The dynamic height is computed by dividing the NAVD 88
 MN0079.geopotential number by the normal gravity value computed on the
 MN0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0079.degrees latitude (g = 980.6199 gals.).
 MN0079
 MN0079.The modeled gravity was interpolated from observed gravity values.
 MN0079
 MN0079;                    North         East    Units  Estimated Accuracy
 MN0079;SPC NE       -   144,920.      249,570.      MT  (+/- 180 meters Scaled)
 MN0079
 MN0079                          SUPERSEDED SURVEY CONTROL
 MN0079
 MN0079  NGVD 29 (??/??/92) 1306.855  (m)         4287.57   (f) ADJ UNCH    2 0
 MN0079
 MN0079.Superseded values are not recommended for survey control.
 MN0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0079.See file dsdata.txt to determine how the superseded data were derived.
 MN0079
 MN0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF694517(NAD 83)
 MN0079_MARKER: DT = TOPOGRAPHIC STATION DISK
 MN0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0079_STAMPING: ARP 1965
 MN0079_MARK LOGO: CGS   
 MN0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0079+STABILITY: SURFACE MOTION
 MN0079
 MN0079  HISTORY     - Date     Condition        Report By
 MN0079  HISTORY     - 1965     MONUMENTED       CGS
 MN0079  HISTORY     - 19890615 GOOD             NGS
 MN0079
 MN0079                          STATION DESCRIPTION
 MN0079
 MN0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MN0079'2.5 MI S FROM SIDNEY.
 MN0079'THE STATION IS LOCATED ON THE SIDNEY MUNICIPAL AIRPORT ABOUT
 MN0079'2.5 MILES SOUTH OF SIDNEY AND IS A STANDARD TOPOGRAPHIC DISK
 MN0079'SET IN THE TOP OF A 10 IN SQUARE CONCRETE MONUMENT SET FLUSH
 MN0079'WITH THE GROUND AND STAMPED ARP 1965.  IT IS LOCATED ABOUT 97
 MN0079'FEET NW OF THE N EDGE OF THE NW-SE RUNWAY JUST S OF THE
 MN0079'INTERSECTION OF THE RUNWAY LIGHTS ON THE NORTH SIDE OF THE E-W
 MN0079'AND NW-SE RUNWAYS.  IT IS 3 FEET S OF THE E END OF THE WESTERLY
 MN0079'OF TWO RUNWAY MARKERS.
 MN0079
 MN0079                          STATION RECOVERY (1989)
 MN0079
 MN0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0079'LOCATED 97 FT (29.6 M) NW OF THE NORTH EDGE OF THE NE/SW RUNWAY, ABOUT
 MN0079'5 FT (1.5 M) WEST OF THE LAST RUNWAY LIGHT ON THE EW UNPAVED RUNWAY
 MN0079'EAST OF THE PAVED NW/SE RUNWAY, BETWEEN TWO BOUNDARY MARKERS.  A
 MN0079'STANDARD TOPO DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 MN0079'THE GROUND AND STAMPED ARP 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0655 ***********************************************************************
 MN0655  CBN         -  This is a Cooperative Base Network Control Station.
 MN0655  PACS        -  This is a Primary Airport Control Station.
 MN0655  DESIGNATION -  ARP
 MN0655  PID         -  MN0655
 MN0655  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0655  USGS QUAD   -  LAKE ALICE (1965)
 MN0655
 MN0655                         *CURRENT SURVEY CONTROL
 MN0655  ___________________________________________________________________
 MN0655* NAD 83(1995)-  41 52 33.64101(N)    103 35 54.96198(W)     ADJUSTED  
 MN0655* NAVD 88     -      1204.43   (meters)    3951.5    (feet)  GPS OBS   
 MN0655  ___________________________________________________________________
 MN0655  X           -  -1,118,478.228 (meters)                     COMP
 MN0655  Y           -  -4,623,729.010 (meters)                     COMP
 MN0655  Z           -   4,236,150.839 (meters)                     COMP
 MN0655  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 MN0655  ELLIP HEIGHT-        1185.45  (meters)          (09/24/01) GPS OBS
 MN0655  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 MN0655
 MN0655  HORZ ORDER  -  B
 MN0655  ELLP ORDER  -  FOURTH    CLASS I
 MN0655
 MN0655.This mark is at William B Heilig Fld Airport (BFF)
 MN0655
 MN0655.The horizontal coordinates were established by GPS observations
 MN0655.and adjusted by the National Geodetic Survey in June 1996..
 MN0655
 MN0655.The orthometric height was determined by GPS observations and a
 MN0655.high-resolution geoid model.
 MN0655
 MN0655.GPS derived orthometric heights for airport stations designated as
 MN0655.PACS or SACS are published to 2 decimal places.  This maintains
 MN0655.centimeter relative accuracy between the PACS and SACS.  It does
 MN0655.not indicate centimeter accuracy relative to other marks which are
 MN0655.part of the NAVD 88 network.
 MN0655
 MN0655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0655
 MN0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0655
 MN0655.The ellipsoidal height was determined by GPS observations
 MN0655.and is referenced to NAD 83.
 MN0655
 MN0655.The geoid height was determined by GEOID03.
 MN0655
 MN0655;                    North         East     Units Scale Factor Converg.
 MN0655;SPC NE       -   233,004.542   201,457.110   MT  0.99967942   -2 23 05.2
 MN0655;UTM  13      - 4,636,959.464   616,286.884   MT  0.99976640   +0 56 08.0
 MN0655
 MN0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0655!SPC NE       -   0.99981410  x   0.99967942  =   0.99949358
 MN0655!UTM  13      -   0.99981410  x   0.99976640  =   0.99958055
 MN0655
 MN0655                          SUPERSEDED SURVEY CONTROL
 MN0655
 MN0655  ELLIP H (06/25/96) 1185.50   (m)                       GP(       ) 1 1
 MN0655  ELLIP H (01/07/93) 1185.77   (m)                       GP(       ) 4 2
 MN0655  NAD 83(1986)-  41 52 33.63161(N)    103 35 54.96081(W) AD(       ) 1
 MN0655  NGVD 29 (02/23/90) 1203.8    (m)         3949.     (f) GPS OBS        
 MN0655
 MN0655.Superseded values are not recommended for survey control.
 MN0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0655.See file dsdata.txt to determine how the superseded data were derived.
 MN0655
 MN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1628736959(NAD 83)
 MN0655_MARKER: DT = TOPOGRAPHIC STATION DISK
 MN0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0655_SP_SET: CONCRETE POST
 MN0655_STAMPING: ARP 1962
 MN0655_MARK LOGO: CGS   
 MN0655_PROJECTION: FLUSH
 MN0655_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0655+STABILITY: SURFACE MOTION
 MN0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0655+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1997
 MN0655
 MN0655  HISTORY     - Date     Condition        Report By
 MN0655  HISTORY     - 1962     MONUMENTED       CGS
 MN0655  HISTORY     - 19850915 GOOD             NGS
 MN0655  HISTORY     - 19890630 GOOD             NGS
 MN0655  HISTORY     - 19950821 GOOD             NGS
 MN0655  HISTORY     - 19970724 GOOD             NGS
 MN0655
 MN0655                          STATION DESCRIPTION
 MN0655
 MN0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0655'THIS STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE AIRPORT,
 MN0655'BETWEEN RUNWAY 12/30 AND THE PARALLEL TAXIWAY.  IT IS 289.3 FT (88.2
 MN0655'M) SOUTH OF RUNWAY 12/30 AND 147.6 FT (45.0 M) NORTH OF THE EDGE OF
 MN0655'THE PARALLEL TAXIWAY.  IT IS 288.6 FT (88.0 M) SOUTH OF THE 6TH RUNWAY
 MN0655'LIGHT AND 306.2 FT (93.3 M) SOUTH OF THE 5TH RUNWAY LIGHT WEST OF
 MN0655'RUNWAY 5/23.  IT IS ALSO 204.1 FT (62.2 M) NORTH OF THE 6TH TAXIWAY
 MN0655'LIGHT AND 143.4 FT (43.7 M) NORTH OF THE 5TH TAXIWAY LIGHT WEST OF
 MN0655'RUNWAY 5/23.  IT IS A STANDARD TOPO DISK STAMPED ARP 1962.
 MN0655
 MN0655                          STATION RECOVERY (1989)
 MN0655
 MN0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0655'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHEAST OF
 MN0655'SCOTTSBLUFF, AT THE SCOTTSBLUFF COUNTY, WILLIIAM B. HEILIG FIELD
 MN0655'AIRPORT, IN THE MEDIAN SEPERATING RUNWAY 12-30 AND TAXIWAY B, ABOUT
 MN0655'0.27 KM (0.15 MI) NORTHWEST OF RUNWAY 5-23.  OWNERSHIP--SCOTTS BLUFF
 MN0655'COUNTY, P.O. BOX 799, SCOTTSBLUFF NE 69361.  AIRPORT MANAGER IS
 MN0655'WILLIAM B. HEILIG, TELTPHONE 308-632-5331.
 MN0655'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 26 AND STATE
 MN0655'HIGHWAY 71 ABOUT 4 KM (2.50 MI) NORTHEAST OF SCOTTSBLUFF, GO EAST ON
 MN0655'US HIGHWAY 26 AND STATE HIGHWAY 71 FOR 1.61 KM (1.00 MI) TO THE
 MN0655'JUNCTION OF STATE HIGHWAY 71 BUSINESS.  CONTINUE EAST ON US HIGHWAY 26
 MN0655'FOR 5.78 KM (3.60 MI) TO A CROSSROAD AND GRAIN ELEVATOR ON THE RIGHT.
 MN0655'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 2.73 KM (1.70 MI) TO A ROAD
 MN0655'RIGHT, NEAR AN AIRPORT BEACON LIGHT.  TURN RIGHT AND GO EASTERLY ON A
 MN0655'PAVED ROAD FOR 0.24 KM (0.15 MI) TO A GATE ON THE LEFT BETWEEN THE
 MN0655'TERMIAL BUILDING AND FIRE HOUSE.  TURN LEFT AND GO NORTHEAST THROUGH
 MN0655'THE GATE THEN CROSSING AN APRON FOR 0.19 KM (0.10 MI) TO TAXIWAY B.
 MN0655'TURN LEFT AND GO NORTHWEST ON TAXIWAY B CROSSING RUNWAY 5-23 FOR 0.64
 MN0655'KM (0.40 MI) TO STATION ON THE RIGHT.
 MN0655'THE STATION MARK IS 87.5 M (287.1 FT) SOUTHEAST OF THE RUNWAY EDGE,
 MN0655'61.3 M (201.1 FT) NORTHEAST OF THE EDGE OF TAXIWAY B, 43.5 M
 MN0655'(142.7 FT) EAST-NORTHEAST OF THE FIFTH TAXIWAY LIGHT NORTHWEST OF
 MN0655'RUNWAY 5-23 SIGN, 45.0 M (147.6 FT) EAST OF THE SIXTH LIGHT, 0.4 M
 MN0655'(1.3 FT) SOUTHEAST OF A CARSONITE WITNESS POST AND FLUSH WTH THE
 MN0655'GROUND.
 MN0655'DESCRIBED BY R.D.BALL.
 MN0655
 MN0655                          STATION RECOVERY (1995)
 MN0655
 MN0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0655'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHWEST OF MINATARE,
 MN0655'4.0 MI (6.4 KM) NORTHEAST OF SCOTTSBLUFF, AT THE SCOTTSBLUFF
 MN0655'COUNTY/WILLIAM B. HEILIG FIELD AND IN THE GRASS MEDIAN NORTHWEST OF
 MN0655'THE INTERSECTION OF THE TWO RUNWAYS.  OWNERSHIP--SCOTTS BLUFF COUNTY,
 MN0655'BOX 690, GERING NE 69341.  AIRPORT MANAGER IS RICK METER, PHONE (308)
 MN0655'436-6700 OR FRANK MAGNETICO, (308) 635-4362 (PAGER).  TO REACH THE
 MN0655'STATION FROM THE JUNCTION OF U.S. HIGHWAY 26, STATE HIGHWAY 71 NORTH
 MN0655'AND STATE HIGHWAY 71 BUSINESS ROUTE SOUTH (AVENUE I) ON THE NORTH SIDE
 MN0655'OF SCOTTSBLUFF, GO EASTERLY ON U.S. HIGHWAY 26 FOR 2.9 MI (4.7 KM) TO
 MN0655'AN INTERSECTION AND A GRAIN ELEVATOR RIGHT, TURN LEFT AND GO EAST ON
 MN0655'HIGHLAND ROAD FOR 1.7 MI (2.7 KM) TO AN INTERSECTION, TURN LEFT AND GO
 MN0655'NORTH ON COUNTY ROAD 25 FOR 0.7 MI (1.1 KM) TO TO A ROAD RIGHT, TURN
 MN0655'RIGHT AND GO EAST ON ROBERTSON ROAD FOR 0.15 MI (0.24 KM) TO A GATE
 MN0655'LEFT, PASS THROUGH GATE AND GO NORTH-NORTHEAST ACROSS THE APRON FOR
 MN0655'0.1 MI (0.2 KM) TO A PARALLEL TAXIWAY (B), BEAR LEFT AND GO NORTHWEST
 MN0655'ON THE PARALLEL TAXIWAY FOR 0.15 MI (0.24 KM) TO RUNWAY 05/23,
 MN0655'CONTINUE AHEAD CROSSING THE RUNWAY AND GO NORTHWEST ON THE PARALLEL
 MN0655'TAXIWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT. THE STATION
 MN0655'IS 365.5 FT (111.4 M) SOUTHWEST OF THE RUNWAY CENTER, 204.3 FT (62.3
 MN0655'M) EAST OF A TAXIWAY LIGHT, 172.3 FT (52.5 M) NORTHEAST OF THE TAXIWAY
 MN0655'CENTER, 143.0 FT (43.6 M) NORTH-NORTHEAST OF A TAXIWAY LIGHT AND 1.4
 MN0655'FT (0.4 M) SOUTHEAST OF A WITNESS POST. NOTE--THIS STATION WAS USED AS
 MN0655'AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 MN0655
 MN0655                          STATION RECOVERY (1997)
 MN0655
 MN0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0655'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2155 ***********************************************************************
 MK2155  DESIGNATION -  ARP
 MK2155  PID         -  MK2155
 MK2155  STATE/COUNTY-  NE/PLATTE
 MK2155  USGS QUAD   -  COLUMBUS (1976)
 MK2155
 MK2155                         *CURRENT SURVEY CONTROL
 MK2155  ___________________________________________________________________
 MK2155* NAD 83(1995)-  41 26 49.47787(N)    097 20 32.39745(W)     ADJUSTED  
 MK2155* NAVD 88     -       438.7    (meters)    1439.     (feet)  VERTCON   
 MK2155  ___________________________________________________________________
 MK2155  X           -    -611,917.182 (meters)                     COMP
 MK2155  Y           -  -4,748,919.008 (meters)                     COMP
 MK2155  Z           -   4,200,041.964 (meters)                     COMP
 MK2155  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 MK2155  ELLIP HEIGHT-         413.48  (meters)          (06/27/02) GPS OBS
 MK2155  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 MK2155
 MK2155  HORZ ORDER  -  FIRST
 MK2155  ELLP ORDER  -  FOURTH    CLASS I
 MK2155
 MK2155.This mark is at Columbus Municipal Airport (OLU)
 MK2155
 MK2155.The horizontal coordinates were established by GPS observations
 MK2155.and adjusted by the National Geodetic Survey in August 1997..
 MK2155
 MK2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK2155
 MK2155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2155
 MK2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2155
 MK2155.The ellipsoidal height was determined by GPS observations
 MK2155.and is referenced to NAD 83.
 MK2155
 MK2155.The geoid height was determined by GEOID03.
 MK2155
 MK2155;                    North         East     Units Scale Factor Converg.
 MK2155;SPC NE       -   182,578.228   721,974.940   MT  0.99965912   +1 45 40.4
 MK2155;UTM  14      - 4,589,714.888   638,468.517   MT  0.99983596   +1 05 50.7
 MK2155
 MK2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2155!SPC NE       -   0.99993515  x   0.99965912  =   0.99959429
 MK2155!UTM  14      -   0.99993515  x   0.99983596  =   0.99977112
 MK2155
 MK2155                          SUPERSEDED SURVEY CONTROL
 MK2155
 MK2155  ELLIP H (03/16/99)  413.56   (m)                       GP(       ) 4 1
 MK2155  ELLIP H (08/18/97)  413.55   (m)                       GP(       ) 4 1
 MK2155  NAD 83(1986)-  41 26 49.48716(N)    097 20 32.40168(W) AD(       ) 1
 MK2155  NGVD 29 (02/23/90)  438.5    (m)         1439.     (f) GPS OBS        
 MK2155
 MK2155.Superseded values are not recommended for survey control.
 MK2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2155.See file dsdata.txt to determine how the superseded data were derived.
 MK2155
 MK2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3846989715(NAD 83)
 MK2155_MARKER: DT = TOPOGRAPHIC STATION DISK
 MK2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2155_SP_SET: CONCRETE POST
 MK2155_STAMPING: ARP 1969 OLU
 MK2155_MARK LOGO: CGS   
 MK2155_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2155+STABILITY: SURFACE MOTION
 MK2155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2155+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1989
 MK2155
 MK2155  HISTORY     - Date     Condition        Report By
 MK2155  HISTORY     - 1969     MONUMENTED       CGS
 MK2155  HISTORY     - 19860615 GOOD             NGS
 MK2155  HISTORY     - 19890418 GOOD             NGS
 MK2155
 MK2155                          STATION DESCRIPTION
 MK2155
 MK2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MK2155'THE STATION IS LOCATED IN THE GRASS AREA BETWEEN RUNWAY 14/32 AND A
 MK2155'PARALLELING NW/SE TAXIWAY, 725 FT (221.0 M) SE OF THE CENTERLINE OF A
 MK2155'PERPENDICULAR TAXIWAY, 275 FT (83.8 M) NE OF THE PARALLELING TAXIWAY,
 MK2155'125.8 FT (38.3 M) SOUTH OF THE THIRD RUNWAY LIGHT SOUTH OF THE
 MK2155'PERPENDICULAR TAXIWAY, 88.6 FT (27.0 M) NW OF THE FOURTH RUNWAY LIGHT,
 MK2155'AND 49.4 FT (15.1 M) SW OF THE SW EDGE OF THE RUNWAY.  STATION IS A
 MK2155'STANDARD CGS TOPOGRAPHIC DISK STAMPED ARP 1969 OLU, SET IN A CONCRETE
 MK2155'MONUMENT THAT IS ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 MK2155
 MK2155                          STATION RECOVERY (1989)
 MK2155
 MK2155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2155'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHEAST OF COLUMBUS,
 MK2155'AT THE COLUMBUS MUNICIPAL AIRPORT NEAR THE MIDPOINT AND ALONG THE EDGE
 MK2155'OF RUNWAY 14-32.  OWNERSHIP--COLUMBUS AIRPORT AUTHORITY, BOX 315,
 MK2155'COLUMBUS, NE 68601.  AIRPORT MANAGER IS JERRY SHULTZ, TELEPHONE
 MK2155'402-564-7377.
 MK2155'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 81, IN
 MK2155'NORTHWEST COLUMBUS, GO EAST ON U.S. HIGHWAY 30 FOR 1.59 KM (1.00 MI)
 MK2155'TO A CROSS STREET (18TH AVENUE).  TURN LEFT AND GO NORTH FOR 0.36 KM
 MK2155'(0.20 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.50 KM
 MK2155'(0.30 MI) TO A GATE ON THE RIGHT AND WHERE THE ROAD TURNS LEFT.  TURN
 MK2155'RIGHT AND PASS THROUGH THE GATE AND GO SOUTH, THEN EAST, THEN NORTH,
 MK2155'THEN EAST FOR 0.28 KM (0.15 MI) TO A TAXIWAY.  TURN LEFT AND GO
 MK2155'NORTHWEST ON THE TAXIWAY FOR 0.20 KM (0.10 MI) TO A CROSS TAXIWAY.
 MK2155'CONTINUE AHEAD FOR 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 MK2155'THE STATION MARK IS SET ABOUT 221 M (725.1 FT) SOUTHEAST OF THE CENTER
 MK2155'OF THE MID-FIELD CONNECTOR, 38.5 M (126.3 FT) SOUTH-SOUTHEAST OF
 MK2155'RUNWAY LIGHT 53 R, 27.0 M (88.6 FT) NORH-NORTHWEST OF RUNWAY LIGHT 54
 MK2155'R AND 15.1 M (49.5 FT) SOUTHWEST OF THE RUNWAY EDGE.
 MK2155'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0656 ***********************************************************************
 MN0656  SACS        -  This is a Secondary Airport Control Station.
 MN0656  DESIGNATION -  ARP 2 SNY
 MN0656  PID         -  MN0656
 MN0656  STATE/COUNTY-  NE/CHEYENNE
 MN0656  USGS QUAD   -  SIDNEY MUNI AIRPORT (1972)
 MN0656
 MN0656                         *CURRENT SURVEY CONTROL
 MN0656  ___________________________________________________________________
 MN0656* NAD 83(1995)-  41 06 04.15353(N)    102 59 08.08195(W)     ADJUSTED  
 MN0656* NAVD 88     -      1306.47   (meters)    4286.3    (feet)  GPS OBS   
 MN0656  ___________________________________________________________________
 MN0656  X           -  -1,081,774.858 (meters)                     COMP
 MN0656  Y           -  -4,691,068.460 (meters)                     COMP
 MN0656  Z           -   4,171,740.688 (meters)                     COMP
 MN0656  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MN0656  ELLIP HEIGHT-        1286.72  (meters)          (12/18/01) GPS OBS
 MN0656  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 MN0656
 MN0656  HORZ ORDER  -  FIRST
 MN0656  ELLP ORDER  -  FOURTH    CLASS II
 MN0656
 MN0656.This mark is at Sidney Municipal Airport (SNY)
 MN0656
 MN0656.The horizontal coordinates were established by GPS observations
 MN0656.and adjusted by the National Geodetic Survey in August 1998..
 MN0656
 MN0656.The orthometric height was determined by GPS observations and a
 MN0656.high-resolution geoid model.
 MN0656
 MN0656.GPS derived orthometric heights for airport stations designated as
 MN0656.PACS or SACS are published to 2 decimal places.  This maintains
 MN0656.centimeter relative accuracy between the PACS and SACS.  It does
 MN0656.not indicate centimeter accuracy relative to other marks which are
 MN0656.part of the NAVD 88 network.
 MN0656
 MN0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0656
 MN0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0656
 MN0656.The ellipsoidal height was determined by GPS observations
 MN0656.and is referenced to NAD 83.
 MN0656
 MN0656.The geoid height was determined by GEOID03.
 MN0656
 MN0656;                    North         East     Units Scale Factor Converg.
 MN0656;SPC NE       -   145,089.690   249,321.474   MT  0.99968339   -1 58 42.7
 MN0656;UTM  13      - 4,551,941.512   669,161.473   MT  0.99995220   +1 19 28.5
 MN0656
 MN0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0656!SPC NE       -   0.99979821  x   0.99968339  =   0.99948166
 MN0656!UTM  13      -   0.99979821  x   0.99995220  =   0.99975042
 MN0656
 MN0656|---------------------------------------------------------------------|
 MN0656| PID    Reference Object                     Distance      Geod. Az  |
 MN0656|                                                           dddmmss.s |
 MN0656| MN0080 AP STA A                            368.846 METERS 32643     |
 MN0656|---------------------------------------------------------------------|
 MN0656
 MN0656                          SUPERSEDED SURVEY CONTROL
 MN0656
 MN0656  ELLIP H (08/21/98) 1286.76   (m)                       GP(       ) 4 2
 MN0656  NAD 83(1995)-  41 06 04.15332(N)    102 59 08.08462(W) AD(       ) 1
 MN0656  ELLIP H (08/18/97) 1286.77   (m)                       GP(       ) 4 1
 MN0656  NAD 83(1995)-  41 06 04.15329(N)    102 59 08.08463(W) AD(       ) 1
 MN0656  NAD 83(1995)-  41 06 04.14755(N)    102 59 08.08485(W) AD(       ) 1
 MN0656  ELLIP H (01/07/93) 1286.92   (m)                       GP(       ) 4 2
 MN0656  NAD 83(1986)-  41 06 04.14590(N)    102 59 08.08458(W) AD(       ) 1
 MN0656  NGVD 29 (02/23/90) 1306.0    (m)         4285.     (f) GPS OBS        
 MN0656
 MN0656.Superseded values are not recommended for survey control.
 MN0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0656.See file dsdata.txt to determine how the superseded data were derived.
 MN0656
 MN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6916151942(NAD 83)
 MN0656_MARKER: DT = TOPOGRAPHIC STATION DISK
 MN0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0656_SP_SET: CONCRETE POST
 MN0656_STAMPING: ARP 2 SNY 1968
 MN0656_MARK LOGO: CGS   
 MN0656_PROJECTION: FLUSH
 MN0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0656+STABILITY: SURFACE MOTION
 MN0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0656+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1997
 MN0656
 MN0656  HISTORY     - Date     Condition        Report By
 MN0656  HISTORY     - 1968     MONUMENTED       CGS
 MN0656  HISTORY     - 19800627 GOOD             NGS
 MN0656  HISTORY     - 19890728 GOOD
 MN0656  HISTORY     - 19900615 GOOD             NGS
 MN0656  HISTORY     - 19950818 GOOD             NGS
 MN0656  HISTORY     - 19970728 GOOD             NGS
 MN0656
 MN0656                          STATION DESCRIPTION
 MN0656
 MN0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MN0656'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH-SOUTHEAST OF SIDNEY,
 MN0656'AT THE SIDNEY MUNICIPAL AIRPORT, ON THE SOUTHWEST SIDE OF RUNWAY
 MN0656'12-30, ON THE EXTENDED NORTH EDGE OF A RAMP THAT CONNECTS A RUNWAY AND
 MN0656'APRON.  OWNERSHIP--SIDNEY AIRPORT AUTHORITY, SIDNEY, NE 69162.
 MN0656'AIRPORT MANAGER IS ED NELSON, TELEPHONE 308-254-5668.
 MN0656'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND US
 MN0656'HIGHWAY 385 (EXIT 59) FOR THE EAST EXIT TO SIDNEY, GO SOUTH ON A PAVED
 MN0656'THEN GRAVEL ROAD FOR 0.83 KM (0.50 MI) TO A T-ROAD.  TURN RIGHT AND GO
 MN0656'WEST ALONG A GRAVEL ROAD FOR 2.04 KM (1.25 MI) TO A PAVED CROSSROAD.
 MN0656'CONTINUE WEST FOR 0.34 KM (0.20 MI) TO A REVERSE FORK RIGHT.  CONTINUE
 MN0656'WESTERLY ON A PAVED WINDING ROAD FOR 0.85 KM (0.55 MI) TO ROAD END
 MN0656'AT AN AIRPORT GATE JUST PAST A TERMIAL BUILDING.  PASS THROUGH THE
 MN0656'GATE AND GO SOUTHWEST FOR 0.36 KM (0.20 MI) TO RUNWAY 12-30.  CROSS
 MN0656'THE RUNWAY TO THE STATION ABOUT PARALLEL WITH THE NORTHWEST EDGE OF
 MN0656'THE RAMP.
 MN0656'THE STATION MARK IS 39.9 M (130.9 FT) WEST-NORTHWEST OF A RUNWAY
 MN0656'LIGHT, 23.5 M (77.1 FT) SOUTH-SOUTHEAST OF A RUNWAY LIGHT, 15.2 M
 MN0656'(49.9 FT) SOUTH-SOUTHWEST OF THE RUNWAY CENTERLINE AND RECESSED ABOUT
 MN0656'8 CM.
 MN0656'DESCRIBED BY R.D. BALL.
 MN0656
 MN0656                          STATION RECOVERY (1989)
 MN0656
 MN0656'RECOVERED 1989
 MN0656'RECOVERED IN GOOD CONDITION.
 MN0656
 MN0656                          STATION RECOVERY (1990)
 MN0656
 MN0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 MN0656'LOCATED AT THE APPROXIMATE CENTER OF THE FIELD 50 FT (15.2 M) SW OF
 MN0656'THE SOUTHERN EDGE OF THE NW/SE RUNWAY, DIRECTLY ACROSS FROM THE
 MN0656'NORTHERN EDGE OF THE NE/SW TAXIWAY.  A STANDARD TOPO DISK SET IN THE
 MN0656'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED ARP 2
 MN0656'1968 SNY.
 MN0656
 MN0656                          STATION RECOVERY (1995)
 MN0656
 MN0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0656'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF LORENZO, 3.0
 MN0656'MI (4.8 KM) SOUTH-SOUTHWEST OF SIDNEY, AT THE SIDNEY MUNICIPAL AIRPORT
 MN0656'AND IN LINE WITH THE EXTENDED NORTHWEST EDGE OF THE MIDFIELD CONNECTOR
 MN0656'TAXIWAY.  OWNERSHIP--SIDNEY AIRPORT AUTHORITY, ROUTE 2, BOX 7, SIDNEY
 MN0656'NE 69162.  AIRPORT MANAGER IS ED NELSON, PHONE (308) 254-5668.  TO
 MN0656'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80, US HIGHWAY 385
 MN0656'NORTH AND COUNTY ROAD 115 SOUTH (EXIT 59) SOUTHEAST OF SIDNEY, GO
 MN0656'SOUTH ON A PAVED THEN GRAVEL ROAD (CR115) FOR 0.5 MI (0.8 KM) TO A
 MN0656'T-JUNCTION, TURN RIGHT AND GO WEST ON A GRAVEL ROAD (CR16) FOR 1.25 MI
 MN0656'(2.01 KM) TO A PAVED INTERSECTION, CONTINUE AHEAD AND GO WEST ON
 MN0656'GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO A REVERSE FORK RIGHT, CONTINUE
 MN0656'AHEAD AND GO WEST THEN SOUTH FOLLOWING PAVED ROAD FOR 0.55 MI (0.89
 MN0656'KM) TO THE ROAD END AND A GATE JUST PAST THE TERMINAL BUILDING, PASS
 MN0656'THROUGH GATE AND GO SOUTHWEST ON THE APRON THEN A CONNECTOR TAXIWAY
 MN0656'FOR 0.15 MI (0.24 KM) TO THE RUNWAY AND THE STATION AHEAD IN THE GRASS
 MN0656'ON THE SOUTHWEST SIDE OF THE RUNWAY.  THE STATION IS RECESSED 6 CM
 MN0656'BELOW GROUND.  LOCATED 130.5 FT (39.8 M) WEST-NORTHWEST OF A RUNWAY
 MN0656'LIGHT, 98.9 FT (30.1 M) SOUTHWEST OF THE RUNWAY CENTER AND 76.3 FT
 MN0656'(23.3 M) SOUTH-SOUTHEAST OF A RUNWAY LIGHT.  THIS STATION TO BE USED
 MN0656'AS SACS.
 MN0656
 MN0656                          STATION RECOVERY (1997)
 MN0656
 MN0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0656'THE STATION IS LOCATED AT THE SIDNEY MUNICIPAL AIRPORT, IN LINE WITH
 MN0656'THE EXTENDED NORTHWEST EDGE OF THE MIDFIELD CONNECTING TAXIWAY FOR
 MN0656'RUNWAY 12-30.  OWNERSHIP--SIDNEY AIRPORT AUTHORITY, ED NELSON, AIRPORT
 MN0656'MANAGER, 11149 RD 16, SIDNEY, NE 69162.  THE PHONE NUMBER IS (308)
 MN0656'254-5668.  TO REACH THE STATION FROM THE INTERSECTION OF U S
 MN0656'INTERSTATE HIGHWAY 80 AND U S HIGHWAY 385 ON THE SOUTHEAST SIDE OF
 MN0656'SIDNEY, GO NORTH FOR 0.25 MI (0.40 KM) ON THE U S HIGHWAY TO THE
 MN0656'INTERSECTION WITH A PAVED ROAD LEFT, TURN LEFT AND GO EASTERLY FOR 1.5
 MN0656'MI (2.4 KM) ON OLD POST ROAD AND COUNTY ROAD 19A TO THE INTERSECTION
 MN0656'WITH COUNTY ROAD 113 LEFT, TURN LEFT AND GO EAST THEN SOUTH FOR 0.2 MI
 MN0656'(0.3 KM) ON COUNTY ROAD 113 TO A FORK RIGHT, TURN RIGHT AND GO
 MN0656'WESTERLY FOR 0.7 MI (1.1 KM) ON THE PAVED AIRPORT ENTRANCE ROAD TO A
 MN0656'PAVED ROAD LEFT, TURN LEFT AND GO SOUTHERLY FOR 0.2 MI (0.3 KM)
 MN0656'CONTINUING ON THE PAVED AIRPORT ENTRANCE ROAD TO A GATE AND THE
 MN0656'AIRPORT OPERATIONS OFFICE ON THE LEFT,PASS THROUGH THE GATE AND GO
 MN0656'SOUTHWEST ACCROSS THE APRON AND ON A CONNECTING TAXIWAY FOR 0.15 MI
 MN0656'(0.24 KM) TO THE STATION AHEAD AFTER CROSSING RUNWAY 12-30.  THE
 MN0656'STATION IS LOCATED 130.5 FT (39.8 M) WEST-NORTHWEST OF A RUNWAY LIGHT,
 MN0656'98.9 FT (30.1 M) SOUTHWEST OF THE RUNWAY CENTER, 76.3 FT (23.3 M)
 MN0656'SOUTH-SOUTHEAST OF A RUNWAY LIGHT, AND THE MONUMENT IS RECESSED 0.2 FT
 MN0656'(6.1 CM) BELOW THE GROUND SURFACE.  THIS STATION USED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0743 ***********************************************************************
 NP0743  SACS        -  This is a Secondary Airport Control Station.
 NP0743  DESIGNATION -  ARP CDR
 NP0743  PID         -  NP0743
 NP0743  STATE/COUNTY-  NE/DAWES
 NP0743  USGS QUAD   -  CHADRON WEST (1980)
 NP0743
 NP0743                         *CURRENT SURVEY CONTROL
 NP0743  ___________________________________________________________________
 NP0743* NAD 83(1995)-  42 50 15.05645(N)    103 05 43.15989(W)     ADJUSTED  
 NP0743* NAVD 88     -      1000.38   (meters)    3282.1    (feet)  GPS OBS   
 NP0743  ___________________________________________________________________
 NP0743  X           -  -1,061,481.000 (meters)                     COMP
 NP0743  Y           -  -4,563,130.434 (meters)                     COMP
 NP0743  Z           -   4,314,950.959 (meters)                     COMP
 NP0743  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 NP0743  ELLIP HEIGHT-         982.45  (meters)          (01/08/02) GPS OBS
 NP0743  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 NP0743
 NP0743  HORZ ORDER  -  FIRST
 NP0743  ELLP ORDER  -  FOURTH    CLASS I
 NP0743
 NP0743.This mark is at Chadron Municipal Airport (CDR)
 NP0743
 NP0743.The horizontal coordinates were established by GPS observations
 NP0743.and adjusted by the National Geodetic Survey in May 2004..
 NP0743
 NP0743.The orthometric height was determined by GPS observations and a
 NP0743.high-resolution geoid model.
 NP0743
 NP0743.GPS derived orthometric heights for airport stations designated as
 NP0743.PACS or SACS are published to 2 decimal places.  This maintains
 NP0743.centimeter relative accuracy between the PACS and SACS.  It does
 NP0743.not indicate centimeter accuracy relative to other marks which are
 NP0743.part of the NAVD 88 network.
 NP0743
 NP0743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0743
 NP0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0743
 NP0743.The ellipsoidal height was determined by GPS observations
 NP0743.and is referenced to NAD 83.
 NP0743
 NP0743.The geoid height was determined by GEOID03.
 NP0743
 NP0743;                    North         East     Units Scale Factor Converg.
 NP0743;SPC NE       -   338,100.440   247,012.275   MT  0.99992953   -2 03 04.5
 NP0743;UTM  13      - 4,744,530.917   655,657.811   MT  0.99989809   +1 17 43.0
 NP0743
 NP0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0743!SPC NE       -   0.99984595  x   0.99992953  =   0.99977549
 NP0743!UTM  13      -   0.99984595  x   0.99989809  =   0.99974406
 NP0743
 NP0743                          SUPERSEDED SURVEY CONTROL
 NP0743
 NP0743  NAD 83(1995)-  42 50 15.05226(N)    103 05 43.15883(W) AD(       ) 1
 NP0743  ELLIP H (08/18/97)  982.51   (m)                       GP(       ) 4 1
 NP0743  NAD 83(1995)-  42 50 15.05213(N)    103 05 43.15880(W) AD(       ) 1
 NP0743  NAD 83(1986)-  42 50 15.04437(N)    103 05 43.15808(W) AD(       ) 1
 NP0743  NGVD 29 (02/23/90)  999.8    (m)         3280.     (f) GPS OBS        
 NP0743
 NP0743.Superseded values are not recommended for survey control.
 NP0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0743.See file dsdata.txt to determine how the superseded data were derived.
 NP0743
 NP0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5565844531(NAD 83)
 NP0743_MARKER: DT = TOPOGRAPHIC STATION DISK
 NP0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0743_SP_SET: CONCRETE POST
 NP0743_STAMPING: ARP 1969 CDR
 NP0743_MARK LOGO: CGS   
 NP0743_PROJECTION: FLUSH
 NP0743_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0743+STABILITY: SURFACE MOTION
 NP0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0743+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1997
 NP0743
 NP0743  HISTORY     - Date     Condition        Report By
 NP0743  HISTORY     - 1969     MONUMENTED       CGS
 NP0743  HISTORY     - 19890713 GOOD             NGS
 NP0743  HISTORY     - 19910910 GOOD             NGS
 NP0743  HISTORY     - 19911001 GOOD             USFS
 NP0743  HISTORY     - 19940615 GOOD             NGS
 NP0743  HISTORY     - 19950826 GOOD             NGS
 NP0743  HISTORY     - 19970718 GOOD             NGS
 NP0743
 NP0743                          STATION DESCRIPTION
 NP0743
 NP0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NP0743'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF CHADRON, 1.1 KM
 NP0743'(0.70 MI) NORTH OF THE NEW US HIGHWAY 20, AT THE CHADRON MUNICIPAL
 NP0743'AIRPORT, ALONG RUNWAY 2-20.  OWNERSHIP--CITY OF CHADRON, CITY HALL,
 NP0743'234 MAIN STREET, CHADRON, NE 69337.  AIRPORT MAMAGER IS CARL DIERKS,
 NP0743'TELEPHONE 308-432-4444 0R 4053.
 NP0743'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20 AND 385 ON
 NP0743'THE WEST SIDE OF CHADRON, GO WEST ON US HIGHWAY 20, 385 FOR 3.52 KM
 NP0743'(2.20 MI) TO A FORK.  KEEP LEFT AND GO WEST ON US HIGHWAY 20 FOR 1.38
 NP0743'KM (0.85 MI) TO A PAVED ROAD RIGHT, JUST PAST CHADRON.  TURN RIGHT AND
 NP0743'GO WEST ON THE PAVED ROAD FOR 1.55 KM (0.95 MI) TO THE AIRPORT
 NP0743'ENTRANCE ON THE RIGHT.  TURN RIGHT, THEN LEFT ON A GRAVEL THEN DIRT
 NP0743'LANE PASSING SOUTH AND WEST OF A HANGAR FOR 0.14 KM (0.10 MI) TO AN
 NP0743'APRON.  BEAR RIGHT AND GO EAST ON THE APRON FOR 0.09 KM (0.05 MI) TO A
 NP0743'TAXIWAY.  TURN LEFT AND GO NORTHWEST ON THE TAXIWAY FOR 0.45 KM
 NP0743'(0.30 MI) TO RUNWAY 2-20.  TURN RIGHT AND GO NORTHEAST ALONG THE SIDE
 NP0743'OF THE RUNWAY FOR 0.28 KM (0.15 MI) TO A CROSS RUNWAY.  CONTINUE AHEAD
 NP0743'FOR 0.35 KM (0.20 MI) TO THE STATION .
 NP0743'THE STATION MARK IS 41.6 M (136.5 FT) SOUTH OF THE SEVENTH RUNWAY
 NP0743'LIGHT NORTHEAST OF THE JUNCTION OF THE RUNWAYS, 40.3 M (132.2 FT) EAST
 NP0743'OF THE SIXTH RUNWAY LIGHT, 34.4 M (112.9 FT) SOUTHEAST OF THE
 NP0743'SOUTHEAST EDGE OF RUNWAY 2-20, 0.2 M (0.7 FT) SOUTHWEST OF A CARSONITE
 NP0743'WITNESS AND 2 CM BELOW THE GROUND.
 NP0743'DESCRIBED R.D.BALL.
 NP0743
 NP0743                          STATION RECOVERY (1991)
 NP0743
 NP0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NP0743'RECOVERED IN GOOD CONDITION.
 NP0743
 NP0743                          STATION RECOVERY (1991)
 NP0743
 NP0743'RECOVERY NOTE BY US FOREST SERVICE 1991
 NP0743'RECOVERED IN GOOD CONDITION.
 NP0743
 NP0743                          STATION RECOVERY (1994)
 NP0743
 NP0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 NP0743'THE STA IS LOCATED ON AIRPORT PROPERTY AT THE CENTER OF THE AIRPORT,
 NP0743'132.3 FT (40.3 M) NE OF A RWY LT, 6TH ONE NE OF THE INTERSECTION OF
 NP0743'RWYS.  136.6 FT (41.6 M) SSE OF A RWY LT.  7TH ONE NE OF THE
 NP0743'INTERSECTION RWYS, 100 FT (30.5 M) SE OF THE E EDGE OF RWY 2-20.
 NP0743'STATION IS STANDARD TOPO DISK SET IN CONCRETE FLUSH WITH THE GROUND,
 NP0743'STAMPED ARP 1969 CDR.
 NP0743
 NP0743                          STATION RECOVERY (1995)
 NP0743
 NP0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NP0743'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF
 NP0743'WHITNEY, 5.0 MI (8.0 KM) WEST OF CHADRON AND AT THE CHADRON MUNICIPAL
 NP0743'AIRPORT.  OWNERSHIP--CITY OF CHADRON, CITY HALL, 234 MAIN STREET,
 NP0743'CHADRON NE 69337.  AIRPORT MANAGER IS BUID KRAEMER, PHONE (308)
 NP0743'432-4444.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 385
 NP0743'SOUTH AND 20 ON THE WEST SIDE OF CHADRON, GO WEST ON US HIGHWAY 20/385
 NP0743'FOR 2.2 MI (3.5 KM) TO A FORK RIGHT (US 385 NORTH), CONTINUE AHEAD AND
 NP0743'GO WEST ON US HIGHWAY 20 FOR 0.85 MI (1.37 KM) TO A PAVED ROAD RIGHT
 NP0743'(JUST AFTER CROSSING A BRIDGE), TURN RIGHT AND GO WEST FOLLOWING THE
 NP0743'PAVED ROAD FOR 0.95 MI (1.53 KM) TO THE AIRPORT ENTRANCE RIGHT, TURN
 NP0743'RIGHT, THEN LEFT AND GO WESTERLY ON A GRAVEL ROAD PASSING SOUTH AND
 NP0743'WEST OF A HANGAR FOR 0.1 MI (0.2 KM) TO A GATE AND THE APRON AHEAD,
 NP0743'PASS THROUGH GATE, BEAR RIGHT AND GO NORTHEAST ACROSS THE APRON FOR
 NP0743'0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO NORTHWEST ON THE
 NP0743'TAXIWAY FOR 0.3 MI (0.5 KM) TO THE RUNWAY, TURN RIGHT AND GO NORTHEAST
 NP0743'ON THE RUNWAY FOR 0.15 MI (0.24 KM) TO A CROSS RUNWAY, CONTINUE AHEAD
 NP0743'AND GO NORTHEAST ON THE RUNWAY FOR 0.25 MI (0.40 KM) TO THE STATION ON
 NP0743'THE RIGHT.  THE STATION IS RECESSED 3 CM BELOW GROUND.  LOCATED 150.0
 NP0743'FT (45.7 M) SOUTHEAST OF THE RUNWAY CENTER, 134.0 FT (40.8 M) EAST OF
 NP0743'THE SIXTH RUNWAY LIGHT (36) NORTHEAST OF THE RUNWAYS INTERSECTION,
 NP0743'133.8 FT (40.8 M) SOUTH OF THE SEVENTH RUNWAY LIGHT (38) NORTHEAST OF
 NP0743'THE RUNWAYS INTERSECTION, AND 1.4 FT (0.4 M) SOUTHWEST OF A WITNESS
 NP0743'POST.  THIS STATION TO BE USED AS SACS.
 NP0743
 NP0743                          STATION RECOVERY (1997)
 NP0743
 NP0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0743'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0500 ***********************************************************************
 MM0500  FBN         -  This is a Federal Base Network Control Station.
 MM0500  PACS        -  This is a Primary Airport Control Station.
 MM0500  DESIGNATION -  ARP LBF
 MM0500  PID         -  MM0500
 MM0500  STATE/COUNTY-  NE/LINCOLN
 MM0500  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0500
 MM0500                         *CURRENT SURVEY CONTROL
 MM0500  ___________________________________________________________________
 MM0500* NAD 83(1995)-  41 07 41.57757(N)    100 41 48.88482(W)     ADJUSTED  
 MM0500* NAVD 88     -       846.22   (meters)    2776.3    (feet)  GPS OBS   
 MM0500  ___________________________________________________________________
 MM0500  X           -    -893,146.588 (meters)                     COMP
 MM0500  Y           -  -4,728,241.345 (meters)                     COMP
 MM0500  Z           -   4,173,701.020 (meters)                     COMP
 MM0500  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 MM0500  ELLIP HEIGHT-         823.93  (meters)          (07/10/01) GPS OBS
 MM0500  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 MM0500
 MM0500  HORZ ORDER  -  B
 MM0500  ELLP ORDER  -  FOURTH    CLASS I
 MM0500
 MM0500.This mark is at North Platte Regional Airport (LBF)
 MM0500
 MM0500.The horizontal coordinates were established by GPS observations
 MM0500.and adjusted by the National Geodetic Survey in June 1996..
 MM0500
 MM0500.The orthometric height was determined by GPS observations and a
 MM0500.high-resolution geoid model.
 MM0500
 MM0500.GPS derived orthometric heights for airport stations designated as
 MM0500.PACS or SACS are published to 2 decimal places.  This maintains
 MM0500.centimeter relative accuracy between the PACS and SACS.  It does
 MM0500.not indicate centimeter accuracy relative to other marks which are
 MM0500.part of the NAVD 88 network.
 MM0500
 MM0500.Photographs are available for this station.
 MM0500
 MM0500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0500
 MM0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0500
 MM0500.The ellipsoidal height was determined by GPS observations
 MM0500.and is referenced to NAD 83.
 MM0500
 MM0500.The geoid height was determined by GEOID03.
 MM0500
 MM0500;                    North         East     Units Scale Factor Converg.
 MM0500;SPC NE       -   144,001.306   441,498.264   MT  0.99968019   -0 27 42.6
 MM0500;UTM  14      - 4,554,378.005   357,561.131   MT  0.99984971   -1 06 58.8
 MM0500
 MM0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0500!SPC NE       -   0.99987078  x   0.99968019  =   0.99955101
 MM0500!UTM  14      -   0.99987078  x   0.99984971  =   0.99972051
 MM0500
 MM0500                          SUPERSEDED SURVEY CONTROL
 MM0500
 MM0500  ELLIP H (06/25/96)  823.97   (m)                       GP(       ) 1 1
 MM0500  ELLIP H (01/07/93)  823.77   (m)                       GP(       ) 4 2
 MM0500  NAD 83(1986)-  41 07 41.57832(N)    100 41 48.88565(W) AD(       ) 1
 MM0500  NGVD 29 (02/23/90)  845.8    (m)         2775.     (f) GPS OBS        
 MM0500
 MM0500.Superseded values are not recommended for survey control.
 MM0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0500.See file dsdata.txt to determine how the superseded data were derived.
 MM0500
 MM0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5756154378(NAD 83)
 MM0500_MARKER: DT = TOPOGRAPHIC STATION DISK
 MM0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0500_SP_SET: CONCRETE POST
 MM0500_STAMPING: ARP 1963
 MM0500_MARK LOGO: CGS   
 MM0500_PROJECTION: FLUSH
 MM0500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MM0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0500+STABILITY: SURFACE MOTION
 MM0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0500+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 MM0500
 MM0500  HISTORY     - Date     Condition        Report By
 MM0500  HISTORY     - 1963     MONUMENTED       CGS
 MM0500  HISTORY     - 19890630 GOOD             NGS
 MM0500  HISTORY     - 19950802 GOOD             NGS
 MM0500  HISTORY     - 19970804 GOOD             NGS
 MM0500  HISTORY     - 20000501 GOOD             NGS
 MM0500
 MM0500                          STATION DESCRIPTION
 MM0500
 MM0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MM0500'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) EAST OF NORTH PLATTE, AT
 MM0500'THE LEE BIRD FIELD AIRPORT, IN THE MIDDLE OF THE AIRPORT, IN A
 MM0500'TRIANGLE FORMED BY THE RUNWAY INTERSECTIONS.  OWNERSHIP--NORTH PLATTE
 MM0500'AIRPORT AUTHORITY, P.O. BOX D 1517, NORTH PLATTE NE 69103. AIRPORT
 MM0500'MANAGER IS JOAN COOK, TELEPHONE 308-532-1900 OR 2547.  ESCORTS ARE
 MM0500'REQUIRED.
 MM0500'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 83 AND US HIGHWAY
 MM0500'30 IN NORTH PLATTE, GO EAST ON US HIGHWAY 30 FOR 5.5 KM (3.40 MI) TO
 MM0500'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 MM0500'ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO THE AIRPORT OFFICE.  NOTE=A KEY
 MM0500'IS REQUIRED TO OPEN THE GATE LOCATED AT THE NORTHWEST CORNER OF THE
 MM0500'AIRPORT.  FROM THE AIRPORT OFFICE GO WEST ALONG THE OLD HIGHWAY TO THE
 MM0500'GATE.  PASS THROUGH THE GATE ALONG OLD HIGHWAY, THEN MAKE WAY SOUTH TO
 MM0500'THE JUNCTION OF RUNWAY 8-26,THEN GO TO ABOUT THE MIDDLE OF THE RUNWAY
 MM0500'TO A TRACK ROAD.  THEN MAKE WAY SOUTH ALONG THE TRACK ROAD TO THE
 MM0500'MIDDLE OF A GRASSY TRIANGLE AREA AND THE STATION, ABOUT 85 M
 MM0500'(278.9 FT) SOUTHWEST OF A 10X10 FT. WHITE FIBERGLASS BUILDING TO THE
 MM0500'STATION.
 MM0500'THE STATION MARK IS 306.5 M (1003.9 FT) WEST OF RUNWAY LIGHT 3-43,
 MM0500'184.4 M (605.0 FT) NORTHEAST OF A RUNWAY LIGHT, 85.5 M (280.5 FT)
 MM0500'SOUTHWEST OF A CONCRETE BASE FOR AN ANTENNA, 1.0 M (3.3 FT) NORTH OF A
 MM0500'WOODEN FENCE POST, 0.18 M (0.6 FT) WEST OF A CARSONITE WITNESS POST
 MM0500'AND 3 CM BELOW THE GROUND.
 MM0500'STATION MARK IS A STANDARD CGS TOPOGRAPHIC DISK STAMPED --ARP 1963--.
 MM0500'DESCRIBED BY R.D.BALL.
 MM0500
 MM0500                          STATION RECOVERY (1995)
 MM0500
 MM0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MM0500'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF MAXWELL,
 MM0500'3.0 MI (4.8 KM) EAST OF NORTH PLATTE, AT THE NORTH PLATTE REGIONAL
 MM0500'AIRPORT AND NEAR THE CENTER OF A TRIANGLE FORMED BY RUNWAYS 12R/30L,
 MM0500'17/35 AND A EAST-WEST TAXIWAY (B).  OWNERSHIP--NORTH PLATTE AIRPORT
 MM0500'AUTHORITY, PO BOX 1517, NORTH PLATTE NE 69103.  AIRPORT MANAGER IS
 MM0500'KENT PENNEY, PHONE (308) 532-1900.  TO REACH THE STATION FROM THE
 MM0500'JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 56 G LINK (2.3 MI
 MM0500'SOUTHEAST OF NORTH PLATTE) EXIT 179, GO NORTH ON STATE HIGHWAY 56 G
 MM0500'LINK FOR 1.85 MI (2.98 KM) TO A T-JUNCTION, TURN RIGHT AND GO EAST ON
 MM0500'U.S. HIGHWAY 30 FOR 1.5 MI (2.4 KM) TO A PAVED ROAD RIGHT, TURN RIGHT
 MM0500'AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO AN
 MM0500'INTERSECTION AND THE AIRPORT OFFICE AHEAD, TURN LEFT AND GO EAST ON A
 MM0500'PAVED ROAD FOR 0.05 MI (0.08 KM) TO A LOCKED GATE, PASS THROUGH GATE
 MM0500'AND GO EAST ON A PAVED ROAD FOR ABOUT 150 FT (45.7 M) TO A FORK RIGHT,
 MM0500'BEAR RIGHT AND GO SOUTH ON THE APRON FOR 0.15 MI (0.24 KM) (CROSSING
 MM0500'TAXIWAY B) TO A CRUSHED ROCK ROAD LEADING SOUTH, CONTINUE AHEAD AND GO
 MM0500'SOUTH ON THE CRUSHED ROCK ROAD FOR 0.15 MI (0.24 KM) TO A WHITE
 MM0500'FIBERGLASS BUILDING ON THE RIGHT, PASS BY THE BUILDING THEN BEAR RIGHT
 MM0500'AND GO SOUTHWEST ACROSS THE GRASS FOR 0.05 MI (0.08 KM) TO THE
 MM0500'STATION.  THE STATION IS RECESSED 0.2 FT (6.1 CM) BELOW GROUND LEVEL,
 MM0500'280.5 FT (85.5 M) SOUTHWEST OF A CONCRETE ANTENNA BASE, 3.3 FT (1.0 M)
 MM0500'NORTH OF A WOODEN POST WITH A WITNESS POST PLAQUE AND 0.8 FT (24.4 CM)
 MM0500'WEST OF A WITNESS POST.  NOTE--THIS STATION WAS USED AS AN AREA
 MM0500'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 MM0500
 MM0500                          STATION RECOVERY (1997)
 MM0500
 MM0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MM0500'RECOVERED AS DESCRIBED.
 MM0500
 MM0500                          STATION RECOVERY (2000)
 MM0500
 MM0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 MM0500'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES--THE WHITE
 MM0500'FIBERGLASS BUILDING MENTIONED IN THE EARLIER TO REACH IS NO LONGER
 MM0500'THERE.  THE NEW AIRPORT MANAGER IS MIKE SHARKEY.  CALL IN ADVANCE TO
 MM0500'GET ACCESS TO THE FIELD.  PHONE 308-532-1900.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0524 ***********************************************************************
 LJ0524  SACS        -  This is a Secondary Airport Control Station.
 LJ0524  DESIGNATION -  ARP MCK
 LJ0524  PID         -  LJ0524
 LJ0524  STATE/COUNTY-  NE/RED WILLOW
 LJ0524  USGS QUAD   -  MC COOK EAST (1983)
 LJ0524
 LJ0524                         *CURRENT SURVEY CONTROL
 LJ0524  ___________________________________________________________________
 LJ0524* NAD 83(1995)-  40 12 21.84062(N)    100 35 25.65153(W)     ADJUSTED  
 LJ0524* NAVD 88     -       777.264  (meters)    2550.07   (feet)  ADJUSTED  
 LJ0524  ___________________________________________________________________
 LJ0524  X           -    -896,616.167 (meters)                     COMP
 LJ0524  Y           -  -4,795,442.527 (meters)                     COMP
 LJ0524  Z           -   4,095,973.180 (meters)                     COMP
 LJ0524  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 LJ0524  ELLIP HEIGHT-         753.26  (meters)          (01/07/02) GPS OBS
 LJ0524  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 LJ0524  DYNAMIC HT  -         776.751 (meters)    2548.39  (feet)  COMP
 LJ0524  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 LJ0524
 LJ0524  HORZ ORDER  -  FIRST
 LJ0524  VERT ORDER  -  SECOND    CLASS I
 LJ0524  ELLP ORDER  -  FOURTH    CLASS I
 LJ0524
 LJ0524.This mark is at Mccook Municipal Airport (MCK)
 LJ0524
 LJ0524.The horizontal coordinates were established by GPS observations
 LJ0524.and adjusted by the National Geodetic Survey in September 1998..
 LJ0524
 LJ0524.The orthometric height was determined by differential leveling
 LJ0524.and adjusted by the National Geodetic Survey in July 2002..
 LJ0524.No vertical observational check was made to the station.
 LJ0524
 LJ0524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0524
 LJ0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0524
 LJ0524.The ellipsoidal height was determined by GPS observations
 LJ0524.and is referenced to NAD 83.
 LJ0524
 LJ0524.The geoid height was determined by GEOID03.
 LJ0524
 LJ0524.The dynamic height is computed by dividing the NAVD 88
 LJ0524.geopotential number by the normal gravity value computed on the
 LJ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0524.degrees latitude (g = 980.6199 gals.).
 LJ0524
 LJ0524.The modeled gravity was interpolated from observed gravity values.
 LJ0524
 LJ0524;                    North         East     Units Scale Factor Converg.
 LJ0524;SPC NE       -    41,557.814   449,735.096   MT  0.99991321   -0 23 28.7
 LJ0524;UTM  14      - 4,451,841.937   364,644.960   MT  0.99982553   -1 01 36.7
 LJ0524
 LJ0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0524!SPC NE       -   0.99988185  x   0.99991321  =   0.99979507
 LJ0524!UTM  14      -   0.99988185  x   0.99982553  =   0.99970740
 LJ0524
 LJ0524:                Primary Azimuth Mark                     Grid Az
 LJ0524:SPC NE       -  ARP MCK AZ MK                            130 50 08.4
 LJ0524:UTM  14      -  ARP MCK AZ MK                            131 28 16.4
 LJ0524
 LJ0524|---------------------------------------------------------------------|
 LJ0524| PID    Reference Object                     Distance      Geod. Az  |
 LJ0524|                                                           dddmmss.s |
 LJ0524| LJ0525 ARP MCK AZ MK                       APPROX. 0.9 KM 1302639.7 |
 LJ0524|---------------------------------------------------------------------|
 LJ0524
 LJ0524                          SUPERSEDED SURVEY CONTROL
 LJ0524
 LJ0524  ELLIP H (09/17/98)  753.32   (m)                       GP(       ) 4 1
 LJ0524  NAD 83(1995)-  40 12 21.84223(N)    100 35 25.65017(W) AD(       ) 1
 LJ0524  ELLIP H (08/18/97)  753.25   (m)                       GP(       ) 4 1
 LJ0524  NAD 83(1986)-  40 12 21.84757(N)    100 35 25.65475(W) AD(       ) 1
 LJ0524  NAVD 88 (03/19/02)  777.26   (m)         2550.1    (f) LEVELING    3  
 LJ0524  NGVD 29 (02/23/90)  776.8    (m)         2549.     (f) GPS OBS        
 LJ0524
 LJ0524.Superseded values are not recommended for survey control.
 LJ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0524.See file dsdata.txt to determine how the superseded data were derived.
 LJ0524
 LJ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6464551842(NAD 83)
 LJ0524_MARKER: DT = TOPOGRAPHIC STATION DISK
 LJ0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0524_SP_SET: CONCRETE POST
 LJ0524_STAMPING: ARP 1967
 LJ0524_MARK LOGO: CGS   
 LJ0524_PROJECTION: FLUSH
 LJ0524_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0524+STABILITY: SURFACE MOTION
 LJ0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0524+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2001
 LJ0524
 LJ0524  HISTORY     - Date     Condition        Report By
 LJ0524  HISTORY     - 1967     MONUMENTED       CGS
 LJ0524  HISTORY     - 19890522 GOOD             NGS
 LJ0524  HISTORY     - 19930615 GOOD             NGS
 LJ0524  HISTORY     - 19950809 GOOD             NGS
 LJ0524  HISTORY     - 19970715 GOOD             NGS
 LJ0524  HISTORY     - 19991103 GOOD             NGS
 LJ0524  HISTORY     - 20011119 GOOD             NGS
 LJ0524
 LJ0524                          STATION DESCRIPTION
 LJ0524
 LJ0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0524'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF MCCOOK AND 1.04 KM
 LJ0524'(0.65 MI) NORTH OF US HIGHWAY 6 AND 34, AT THE MCCOOK MUNICIPAL
 LJ0524'AIRPORT, ALONG RUNWAY 12-30.  OWNERSHIP--CITY OF MCCOOK, MCCOOK, NE
 LJ0524'69001.  AIRPORT MANAGER IS THE CITY MANAGER, TELEPHONE 308-345-2022.
 LJ0524'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6, 34 AND 83
 LJ0524'SOUTH AT THE EAST END OF THE MCCOOK BUSINESS DISTRICT, GO EAST ON US
 LJ0524'HIGHWAY 6 AND 34 FOR 1.32 KM (0.80 MI) TO AIRPORT DRIVE ON THE LEFT.
 LJ0524'TURN LEFT AND GO NORTH ALONG AIRPORT DRIVE FOR 1.04 KM (0.65 MI) TO A
 LJ0524'PAVED ROAD RIGHT, LEADING TO THE RED WILLOW AVIATION BULIDING.  TURN
 LJ0524'RIGHT AND GO SOUTHEAST ALONG A GRAVEL LANE BEWTEEN THE RED WILLOW
 LJ0524'AVIATION BULIDING AND A HANGAR FOR 0.05 KM (0.05 MI) TO A TAXIWAY.
 LJ0524'TURN LEFT AND GO NORTHEAST ALONG THE TAXIWAY FOR 0.26 KM (0.15 MI) TO
 LJ0524'THE TERMINAL BULIDING ON THE LEFT.  TURN RIGHT AND GO EAST ACROSS AN
 LJ0524'APRON FOR 0.08 KM (0.05 MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND
 LJ0524'GO NORTHEAST ALONG THE TAXIWAY FOR 0.08 KM (0.05 MI) TO A TAXIWAY
 LJ0524'RIGHT.  TURN RIGHT AND GO SOUTHEAST ALONG THE TAXIWAY FOR 0.08 KM
 LJ0524'(0.05 MI) TO THE MIDDLE OF RUNWAY 3-21.  CONTINUE AHEAD ON THE TAXIWAY
 LJ0524'FOR 0.29 KM (0.20 MI) TO THE STATION ON THE LEFT, NEAR THE RUNWAY AND
 LJ0524'ABOUT 268 M (879.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 3-21.
 LJ0524'THE STATION MARK IS SET 49.4 M (162.1 FT) SOUTH OF THE FOURTH RUNWAY
 LJ0524'LIGHT SOUTHEAST OF THE JUNCTION OF RUNWAYS 12-30 AND 3-21, 31.8 M
 LJ0524'(104.3 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF RUNWAY 12-30, 25.3 M
 LJ0524'(83.0 FT) WEST-SOUTHWEST OF THE FIFTH RUNWAY LIGHT AND SET FLUSH WITH
 LJ0524'THE GROUND.
 LJ0524'DESCRIBED BY R.D.BALL.
 LJ0524
 LJ0524                          STATION RECOVERY (1993)
 LJ0524
 LJ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LJ0524'THE STATION IS LOCATED AT THE MIDWAY POINT OF RWY 12/30 ON THE SW SIDE
 LJ0524'OF THE RUNWAY.  IT IS 125.0 FT (38.1 M) SW OF THE RWY CENTERLINE,
 LJ0524'164.3 FT (50.1 M) SE OF THE 4TH RWY LIGHT SOUTH OF THE INTERSECTIONS
 LJ0524'OF THE RUNWAYS, 83.2 FT (25.4 M) SW OF THE 5TH RWY LIGHT.  THE STATION
 LJ0524'IS A STANDARD TOPO DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 LJ0524'POST WHICH IS SET FLUSH WITH THE GROUND AND STAMPED, ARP 1967.
 LJ0524
 LJ0524                          STATION RECOVERY (1995)
 LJ0524
 LJ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0524'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST-SOUTHWEST OF
 LJ0524'INDIANOLA, 1.8 MI (2.9 KM) EAST OF MCCOOK AND AT THE MCCOOK MUNICIPAL
 LJ0524'AIRPORT.  OWNERSHIP--CITY OF MCCOOK, BOX 1059, MCCOOK NE 69001.
 LJ0524'AIRPORT MANAGER IS JOHN CARTER, PHONE (308) 345-2022.  TO REACH THE
 LJ0524'STATION FROM THE JUNCTION OF US HIGHWAYS 6/34 AND 83 SOUTH ON THE EAST
 LJ0524'SIDE OF MCCOOK, GO EAST ON US HIGHWAY 6/34 FOR 0.8 MI (1.3 KM) TO
 LJ0524'AIRPORT DRIVE ON THE LEFT, TURN LEFT AND GO NORTHERLY FOLLOWING
 LJ0524'AIRPORT DRIVE FOR 0.6 MI (1.0 KM) TO AN EMERGENCY AND FREIGHT SIGN AND
 LJ0524'GATE TO THE RIGHT, TURN RIGHT AND GO SOUTHEAST ON A PAVED ROAD BETWEEN
 LJ0524'TWO HANGARS FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN LEFT AND GO
 LJ0524'NORTHEAST, THEN RIGHT AND GO SOUTHEAST ON THE TAXIWAYS FOR 0.1 MI (0.2
 LJ0524'KM) TO A T-JUNCTION WITH A PARALLEL TAXIWAY, TURN LEFT AND GO
 LJ0524'NORTHEAST ON THE PARALLEL TAXIWAY FOR 0.25 MI (0.40 KM) TO A TAXIWAY
 LJ0524'RIGHT, TURN RIGHT AND GO SOUTHEAST ON A PARALLEL TAXIWAY FOR 0.05 MI
 LJ0524'(0.08 KM) TO THE MIDDLE OF RUNWAY 03/21, CONTINUE AHEAD AND GO
 LJ0524'SOUTHEAST ON A PARALLEL TAXIWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON
 LJ0524'LEFT, NEAR THE RUNWAY.  THE STATION IS 275.0 FT (83.8 M) NORTHEAST OF
 LJ0524'THE TAXIWAY CENTER, 162.5 FT (49.5 M) SOUTH-SOUTHEAST OF THE FOURTH
 LJ0524'RUNWAY LIGHT SOUTHEAST OF THE RUNWAYS INTERSECTION, 125.0 FT (38.1 M)
 LJ0524'SOUTHWEST OF THE RUNWAY CENTER AND 82.8 FT (25.2 M) WEST OF THE FIFTH
 LJ0524'RUNWAY LIGHT SOUTHEAST OF THE RUNWAYS INTERSECTION.  THIS STATION TO
 LJ0524'BE USED AS SACS.
 LJ0524
 LJ0524                          STATION RECOVERY (1997)
 LJ0524
 LJ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0524'RECOVERED AS DESCRIBED.
 LJ0524
 LJ0524                          STATION RECOVERY (1999)
 LJ0524
 LJ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0524'1.3 KM (0.80 MI) EASTERLY ALONG U.S.  HIGHWAY 34 FROM THE EAST
 LJ0524'JUNCTION OF U.S.  HIGHWAY 83 IN MCCOOK, THENCE 1.3 KM (0.80 MI)
 LJ0524'NORTHERLY ALONG AIRPORT ROAD TO A GATE AT THE SOUTHWEST CORNER OF THE
 LJ0524'TERMINAL, THENCE 0.1 KM (0.05 MI) EASTERLY ACROSS AN APRON, THENCE 0.1
 LJ0524'KM (0.05 MI) NORTHEASTERLY ALONG A TAXIWAY, THENCE 0.4 KM (0.25 MI)
 LJ0524'SOUTHEASTERLY ALONG A TAXIWAY, 288.1 M (945.2 FT) SOUTHEAST OF THE
 LJ0524'CENTERLINE OF RUNWAY 3-21, 83.7 M (274.6 FT) NORTHEAST OF THE TAXIWAY
 LJ0524'CENTERLINE, 49.4 M (162.1 FT) SOUTH OF THE 4TH LIGHT FOR RUNWAY 21-30,
 LJ0524'31.8 M (104.3 FT) SOUTHWEST OF THE CENTERLINE OF RUNWAY 21-30, 25.3 M
 LJ0524'(83.0 FT) WEST OF THE 5TH RUNWAY LIGHT, 0.5 M (1.6 FT) BELOW THE LEVEL
 LJ0524'OF THE RUNWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LJ0524'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE CITY OF MCCOOK, P.O.
 LJ0524'BOX 1059, MCCOOK, NE 69001, TELEPHONE NUMBER (308) 345-2022.  THE
 LJ0524'MONUMENT IS A SECONDARY AIRPORT CONTROL STATION.
 LJ0524
 LJ0524                          STATION RECOVERY (2001)
 LJ0524
 LJ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (ED)
 LJ0524'RECOVERED AS DESCRIBED
 LJ0524'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0525 ***********************************************************************
 LJ0525  DESIGNATION -  ARP MCK AZ MK
 LJ0525  PID         -  LJ0525
 LJ0525  STATE/COUNTY-  NE/RED WILLOW
 LJ0525  USGS QUAD   -  MC COOK EAST (1983)
 LJ0525
 LJ0525                         *CURRENT SURVEY CONTROL
 LJ0525  ___________________________________________________________________
 LJ0525* NAD 83(1995)-  40 12 03.41962(N)    100 34 57.46959(W)     ADJUSTED  
 LJ0525* NAVD 88     -       774.935  (meters)    2542.43   (feet)  ADJUSTED  
 LJ0525  ___________________________________________________________________
 LJ0525  X           -    -896,027.993 (meters)                     COMP
 LJ0525  Y           -  -4,795,923.789 (meters)                     COMP
 LJ0525  Z           -   4,095,537.662 (meters)                     COMP
 LJ0525  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 LJ0525  ELLIP HEIGHT-         750.91  (meters)          (01/07/02) GPS OBS
 LJ0525  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 LJ0525  DYNAMIC HT  -         774.423 (meters)    2540.75  (feet)  COMP
 LJ0525  MODELED GRAV-     979,938.9   (mgal)                       NAVD 88
 LJ0525
 LJ0525  HORZ ORDER  -  THIRD
 LJ0525  VERT ORDER  -  SECOND    CLASS I
 LJ0525  ELLP ORDER  -  FOURTH    CLASS II
 LJ0525
 LJ0525.This mark is at Mccook Municipal Airport (MCK)
 LJ0525
 LJ0525.The horizontal coordinates were established by GPS observations
 LJ0525.and adjusted by the National Geodetic Survey in September 1998..
 LJ0525
 LJ0525.The orthometric height was determined by differential leveling
 LJ0525.and adjusted by the National Geodetic Survey in July 2002..
 LJ0525.No vertical observational check was made to the station.
 LJ0525
 LJ0525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0525
 LJ0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0525
 LJ0525.The ellipsoidal height was determined by GPS observations
 LJ0525.and is referenced to NAD 83.
 LJ0525
 LJ0525.The geoid height was determined by GEOID03.
 LJ0525
 LJ0525.The dynamic height is computed by dividing the NAVD 88
 LJ0525.geopotential number by the normal gravity value computed on the
 LJ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0525.degrees latitude (g = 980.6199 gals.).
 LJ0525
 LJ0525.The modeled gravity was interpolated from observed gravity values.
 LJ0525
 LJ0525;                    North         East     Units Scale Factor Converg.
 LJ0525;SPC NE       -    40,985.177   450,397.671   MT  0.99991521   -0 23 10.0
 LJ0525;UTM  14      - 4,451,262.037   365,301.083   MT  0.99982335   -1 01 18.1
 LJ0525
 LJ0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0525!SPC NE       -   0.99988222  x   0.99991521  =   0.99979744
 LJ0525!UTM  14      -   0.99988222  x   0.99982335  =   0.99970559
 LJ0525
 LJ0525:                Primary Azimuth Mark                     Grid Az
 LJ0525:SPC NE       -  ARP MCK                                  310 50 07.8
 LJ0525:UTM  14      -  ARP MCK                                  311 28 15.9
 LJ0525
 LJ0525|---------------------------------------------------------------------|
 LJ0525| PID    Reference Object                     Distance      Geod. Az  |
 LJ0525|                                                           dddmmss.s |
 LJ0525| LJ0524 ARP MCK                             APPROX. 0.9 KM 3102657.8 |
 LJ0525|---------------------------------------------------------------------|
 LJ0525
 LJ0525                          SUPERSEDED SURVEY CONTROL
 LJ0525
 LJ0525  ELLIP H (09/17/98)  750.97   (m)                       GP(       ) 4 2
 LJ0525  NAD 83(1995)-  40 12 03.42097(N)    100 34 57.46772(W) AD(       ) 3
 LJ0525  ELLIP H (08/18/97)  750.90   (m)                       GP(       ) 4 1
 LJ0525  ELLIP H (01/07/93)  750.49   (m)                       GP(       ) 4 2
 LJ0525  NAD 83(1986)-  40 12 03.42638(N)    100 34 57.47228(W) AD(       ) 3
 LJ0525  NGVD 29 (02/23/90)  774.5    (m)         2541.     (f) GPS OBS        
 LJ0525
 LJ0525.Superseded values are not recommended for survey control.
 LJ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0525.See file dsdata.txt to determine how the superseded data were derived.
 LJ0525
 LJ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6530151262(NAD 83)
 LJ0525_MARKER: DZ = AZIMUTH MARK DISK
 LJ0525_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LJ0525_SP_SET: APRON
 LJ0525_STAMPING: ARP MCK 1989
 LJ0525_MARK LOGO: NGS   
 LJ0525_PROJECTION: FLUSH
 LJ0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0525+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 LJ0525
 LJ0525  HISTORY     - Date     Condition        Report By
 LJ0525  HISTORY     - 1989     MONUMENTED       NGS
 LJ0525  HISTORY     - 19890615 GOOD             NGS
 LJ0525  HISTORY     - 19970803 GOOD             NGS
 LJ0525  HISTORY     - 19991103 GOOD             NGS
 LJ0525
 LJ0525                          STATION DESCRIPTION
 LJ0525
 LJ0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0525'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF MCCOOK AND 1.04 KM
 LJ0525'(0.65 MI) NORTH OF US HIGHWAY 6 AND 34, AT THE MCCOOK MUNICIPAL
 LJ0525'AIRPORT, AT THE SOUTHWEST CORNER OF A RUNUP PAD AT RUNWAY END 30.
 LJ0525'OWNERSHIP--CITY OF MCCOOK, MCCOOK, NE 69001.  AIRPORT MANAGER IS THE
 LJ0525'CITY MANAGER, TELEPHONE 308-345-2022.
 LJ0525'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6, 34 AND 83
 LJ0525'SOUTH AT THE EAST END OF THE MCCOOK BUSINESS DISTRICT, GO EAST ON US
 LJ0525'HIGHWAY 6 AND 34 FOR 1.32 KM (0.80 MI) TO AIRPORT DRIVE ON THE LEFT.
 LJ0525'TURN LEFT AND GO NORTH ALONG AIRPORT DRIVE FOR 1.04 KM (0.65 MI) TO A
 LJ0525'PAVED ROAD RIGHT LEADING TO THE RED WILLOW AVIATION BULIDING.  TURN
 LJ0525'RIGHT AND GO SOUTHEAST ALONG A GRAVEL LANE BEWTEEN THE RED WILLOW
 LJ0525'AVIATION BULIDING AND A HANGAR FOR 0.05 KM (0.05 MI) TO A TAXIWAY.
 LJ0525'TURN LEFT AND GO NORTHEAST ALONG THE TAXIWAY FOR 0.26 KM (0.15 MI) TO
 LJ0525'THE TERMINAL BULIDING ON THE LEFT.  TURN RIGHT AND GO EAST ACROSS AN
 LJ0525'APRON FOR 0.08 KM (0.05 MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND
 LJ0525'GO NORTHEAST ALONG THE TAXIWAY FOR 0.08 KM (0.05 MI) TO A TAXIWAY
 LJ0525'RIGHT.  TURN RIGHT AND GO SOUTHEAST ALONG THE TAXIWAY FOR 0.08 KM
 LJ0525'(0.05 MI) TO THE MIDDLE OF RUNWAY 3-21.  CONTINUE AHEAD ON THE TAXIWAY
 LJ0525'FOR 0.90 KM (0.55 MI) TO A RAMP ON THE LEFT.  TURN LEFT AND GO
 LJ0525'NORTHEAST ALONG THE RAMP FOR 0.09 KM (0.05 MI)  TO THE JUNCTION WITH
 LJ0525'RUNWAY 12-30.  TURN RIGHT AND GO SOUTHEAST ALONG THE RUNWAY FOR 0.55
 LJ0525'KM (0.35 MI) TO THE STATION ON THE RIGHT, SET IN THE WEST CORNER OF
 LJ0525'THE RUNUP PAD AT THE JUNCTION OF THE RUNUP PAD AND RUNWAY.
 LJ0525'THE STATION MARK IS SET 55.1 M (180.8 FT) WEST-NORTHWEST OF THE END OF
 LJ0525'THE RUNUP PAD ADJACENT TO THE RUNWAY END, 53.35 M (175.0 FT)
 LJ0525'EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE SIDEWALK LEADING TO
 LJ0525'VASIS, 7.2 M (23.6 FT) SOUTH-SOUTHWEST OF THE JUNCTION OF THE RUNWAY
 LJ0525'AND PAD, 5.8 M (19.0 FT) SOUTH-SOUTHEAST OF 1 OF 2 RUNWAY LIGHTS AND
 LJ0525'0.57 M (1.9 FT) EAST-NORTHEAST OF THE WEST CORNER OF THE RUNUP PAD.
 LJ0525'DESCRIBED BY R.D.BALL.
 LJ0525
 LJ0525                          STATION RECOVERY (1989)
 LJ0525
 LJ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0525'THIS STATION IS LOCATED AT THE SOUTHEAST END OF THE FIELD, NEAR RUNWAY
 LJ0525'30.  IT IS SET IN THE CONCRETE TAXIWAY.  17.2 FT (5.2 M) SOUTH OF A
 LJ0525'TAXIWAY LIGHT THE SOUTHEAST ONE OF TWO.  73.4 FT (22.4 M) SOUTHWEST OF
 LJ0525'THE CENTERLINE OF THE RUNWAY.  180 FT (54.9 M) NORTHWEST OF THE EDGE
 LJ0525'OF THE RUNWAY.  IT IS A STANDARD NGS AZIMUTH MARK DISK MOUNTED FLUSH
 LJ0525'WITH THE CONCRETE.
 LJ0525
 LJ0525                          STATION RECOVERY (1997)
 LJ0525
 LJ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0525'RECOVERED AS DESCRIBED.THE AIRPORT MANAGER IS DAN DEAN.PHONE NUMBER
 LJ0525'308-345-2022.
 LJ0525
 LJ0525                          STATION RECOVERY (1999)
 LJ0525
 LJ0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0525'1.3 KM (0.80 MI) EASTERLY ALONG U.S.  HIGHWAY 34 FROM THE EAST
 LJ0525'JUNCTION OF U.S.  HIGHWAY 83 IN MCCOOK, THENCE 1.3 KM (0.80 MI)
 LJ0525'NORTHERLY ALONG AIRPORT ROAD TO A GATE AT THE SOUTHWEST CORNER OF THE
 LJ0525'TERMINAL, THENCE 0.1 KM (0.05 MI) EASTERLY ACROSS AN APRON, THENCE 0.1
 LJ0525'KM (0.05 MI) NORTHEASTERLY ALONG A TAXIWAY, THENCE 1.4 KM (0.85 MI)
 LJ0525'SOUTHEASTERLY ALONG A TAXIWAY, NEAR THE WEST CORNER OF A CONCRETE
 LJ0525'APRON ALONG THE SOUTHWEST EDGE OF RUNWAY 12-30, 54.3 M (178.1 FT)
 LJ0525'NORTHWEST OF THE EXTENDED LINE OF A RUNWAY END, 43.2 M (141.7 FT)
 LJ0525'NORTHWEST OF THE EXTENDED TAXIWAY CENTERLINE, 22.5 M (73.8 FT)
 LJ0525'SOUTHWEST OF THE CENTER OF RUNWAY 12-30, AND LEVEL WITH THE RUNWAY.
 LJ0525'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE CITY OF MCCOOK, P.O.
 LJ0525'BOX 1059, MCCOOK, NE 69001, TELEPHONE NUMBER (308) 345-2022.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2154 ***********************************************************************
 MK2154  SACS        -  This is a Secondary Airport Control Station.
 MK2154  DESIGNATION -  ARP OFK
 MK2154  PID         -  MK2154
 MK2154  STATE/COUNTY-  NE/MADISON
 MK2154  USGS QUAD   -  ENOLA (1976)
 MK2154
 MK2154                         *CURRENT SURVEY CONTROL
 MK2154  ___________________________________________________________________
 MK2154* NAD 83(1995)-  41 59 08.66834(N)    097 26 11.78366(W)     ADJUSTED  
 MK2154* NAVD 88     -       469.95   (meters)    1541.8    (feet)  GPS OBS   
 MK2154  ___________________________________________________________________
 MK2154  X           -    -614,580.028 (meters)                     COMP
 MK2154  Y           -  -4,708,449.171 (meters)                     COMP
 MK2154  Z           -   4,244,724.495 (meters)                     COMP
 MK2154  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 MK2154  ELLIP HEIGHT-         445.12  (meters)          (11/06/01) GPS OBS
 MK2154  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 MK2154
 MK2154  HORZ ORDER  -  FIRST
 MK2154  ELLP ORDER  -  FOURTH    CLASS I
 MK2154
 MK2154.This mark is at Karl Stefan Mem Airport (OFK)
 MK2154
 MK2154.The horizontal coordinates were established by GPS observations
 MK2154.and adjusted by the National Geodetic Survey in August 1997..
 MK2154
 MK2154.The orthometric height was determined by GPS observations and a
 MK2154.high-resolution geoid model.
 MK2154
 MK2154.GPS derived orthometric heights for airport stations designated as
 MK2154.PACS or SACS are published to 2 decimal places.  This maintains
 MK2154.centimeter relative accuracy between the PACS and SACS.  It does
 MK2154.not indicate centimeter accuracy relative to other marks which are
 MK2154.part of the NAVD 88 network.
 MK2154
 MK2154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2154
 MK2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2154
 MK2154.The ellipsoidal height was determined by GPS observations
 MK2154.and is referenced to NAD 83.
 MK2154
 MK2154.The geoid height was determined by GEOID03.
 MK2154
 MK2154;                    North         East     Units Scale Factor Converg.
 MK2154;SPC NE       -   242,122.609   712,330.308   MT  0.99969361   +1 41 55.5
 MK2154;UTM  14      - 4,649,375.198   629,507.145   MT  0.99980638   +1 02 45.5
 MK2154
 MK2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2154!SPC NE       -   0.99993019  x   0.99969361  =   0.99962382
 MK2154!UTM  14      -   0.99993019  x   0.99980638  =   0.99973658
 MK2154
 MK2154                          SUPERSEDED SURVEY CONTROL
 MK2154
 MK2154  ELLIP H (03/16/99)  445.16   (m)                       GP(       ) 4 1
 MK2154  ELLIP H (08/18/97)  445.18   (m)                       GP(       ) 4 1
 MK2154  NAD 83(1986)-  41 59 08.67793(N)    097 26 11.78302(W) AD(       ) 1
 MK2154  NGVD 29 (02/23/90)  469.6    (m)         1541.     (f) GPS OBS        
 MK2154
 MK2154.Superseded values are not recommended for survey control.
 MK2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2154.See file dsdata.txt to determine how the superseded data were derived.
 MK2154
 MK2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2950749375(NAD 83)
 MK2154_MARKER: DT = TOPOGRAPHIC STATION DISK
 MK2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2154_SP_SET: CONCRETE POST
 MK2154_STAMPING: ARP 1953
 MK2154_MARK LOGO: CGS   
 MK2154_PROJECTION: FLUSH
 MK2154_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2154+STABILITY: SURFACE MOTION
 MK2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2154+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2001
 MK2154
 MK2154  HISTORY     - Date     Condition        Report By
 MK2154  HISTORY     - 1953     MONUMENTED       CGS
 MK2154  HISTORY     - 19850615 GOOD             NGS
 MK2154  HISTORY     - 19890501 GOOD             NGS
 MK2154  HISTORY     - 19950627 GOOD             NGS
 MK2154  HISTORY     - 19970616 GOOD             NGS
 MK2154  HISTORY     - 20011111 GOOD             NGS
 MK2154
 MK2154                          STATION DESCRIPTION
 MK2154
 MK2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MK2154'THE STATION IS LOCATED ABOUT 850 FT (259.1 M) NORTHWEST OF THE
 MK2154'INTERSECTION OF RUNWAYS 1-19 AND 13-31 IN THE GRASS WEST OF THE WEST
 MK2154'EDGE OF RUNWAY 13-31.  IT IS 125.5 FT (38.3 M) SOUTH OF THE FIFTH
 MK2154'RUNWAY LIGHT (2-49) NORTH OF THE INTERSECTION OF THE RUNWAYS, 70.8 FT
 MK2154'(21.6 M) NORTH OF THE FOURTH RUNWAY LIGHT (2-50) AND 11.9 FT (3.6 M)
 MK2154'WEST OF THE WEST EDGE OF RUNWAY 13-31.  THE STATION IS A STANDARD
 MK2154'TOPOGRAPHIC DISK STAMPED ARP 1953 AND SET IN THE TOP OF A CONCRETE
 MK2154'MONUMENT THAT IS ABOUT ONE INCH BELOW THE GROUND SURFACE.
 MK2154
 MK2154                          STATION RECOVERY (1989)
 MK2154
 MK2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2154'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTH OF NORFOLK, 0.8 KM
 MK2154'(0.50 MI) WEST OF US HIGHWAY 81, AT THE KARL STEFAN MEMORIAL AIRPORT,
 MK2154'ALONG THE EDGE OF RUNWAY 13-31, IN THE NORTH CENTRAL SECTION 9, T 23
 MK2154'N, R 1 W.  OWNERSHIP--CITY OF NORFOLK, BOX 380, NORFOLK, NEBRASKA
 MK2154'68701.  AIRPORT MANAGER IS ROBERT E. TANNEHILL, TELEPHONE
 MK2154'402-371-7210.
 MK2154'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 81 AND 275
 MK2154'BYPASS ON THE SOUTH SIDE OF NORFOLK, GO SOUTH ON US HIGHWAY 81 FOR
 MK2154'1.62 KM (1.00 MI) TO THE BRIDGE OVER THE ELKHORN RIVER.  CONTINUE
 MK2154'AHEAD FOR 2.10 KM (1.30 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 MK2154'TURN RIGHT AND GO WEST FOR 0.25 KM (0.15 MI) TO THE ROAD END AT THE
 MK2154'TERMINAL BULIDING.  TURN RIGHT AND GO NORTH ACROSS THE PARKING LOT FOR
 MK2154'0.09 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE, THEN TURN LEFT
 MK2154'AND GO WEST ON A RAMP FOR 0.10 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT
 MK2154'AND GO SOUTH ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO A T-TAXIWAY.
 MK2154'TURN LEFT AND GO SOUTHEAST, THEN SOUTHWEST ON THE TAXIWAY FOR 1.28 KM
 MK2154'(0.80 MI) TO RUNWAY END 1.  CROSS RUNWAY END, THEN TURN RIGHT AND GO
 MK2154'NORTHEAST ALONGSIDE THE RUNWAY FOR 0.79 KM (0.50 MI) TO THE JUNCTION
 MK2154'WITH RUNWAY 13-31.  TURN LEFT AND GO NORTHWEST ALONGSIDE RUNWAY 13-31
 MK2154'FOR 0.25 KM (0.15 MI) TO THE STATION.
 MK2154'THE STATION IS ABOUT 248 M (813.6 FT) NORTHWEST OF THE EDGE OF RUNWAY
 MK2154'1-19 AT THE JUNCTION WITH RUNWAY 13-31.  IT IS 38.3 M (125.7 FT)
 MK2154'SOUTHEAST OF THE FIFTH RUNWAY LIGHT FROM THE JUNCTION OF THE RUNWAYS,
 MK2154'21.6 M (70.9 FT) NORTHWEST OF THE FOURTH RUNWAY LIGHT, 3.5 M
 MK2154'(11.5 FT) SOUTHWEST OF THE EDGE OR RUNWAY 13-31 AND RECESSED 10 CM
 MK2154'BELOW THE SURFACE OF THE GROUND.
 MK2154'DESCRIBED BY G.R.HEID.  TYPED BY R.D.BALL.
 MK2154
 MK2154                          STATION RECOVERY (1995)
 MK2154
 MK2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2154'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF MADISON, 4.3
 MK2154'MI (6.9 KM) SOUTH OF NORFOLK AND AT THE KARL STEFAN MEMORIAL AIRPORT
 MK2154'ALONG SIDE OF THE SOUTHWEST EDGE OF RUNWAY 13/31.  OWNERSHIP--CITY OF
 MK2154'NORFOLK, BOX 380, NORFOLK NE 68701.  AIRPORT MANAGER IS RICK KROPF,
 MK2154'PHONE (402) 371-7210.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 MK2154'HIGHWAYS 81 AND 275 BYPASS ON THE SOUTH SIDE OF NORFOLK, GO SOUTH ON
 MK2154'U.S. HIGHWAY 81 FOR 1.0 MI (1.6 KM) TO A BRIDGE OVER THE ELKHORN
 MK2154'RIVER, CONTINUE AHEAD AND GO SOUTH ON U.S. HIGHWAY 81 FOR 1.3 MI (2.1
 MK2154'KM) TO A ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE
 MK2154'ROAD FOR 0.15 MI (0.24 KM) TO THE TERMINAL AHEAD AND A ROAD RIGHT,
 MK2154'TURN RIGHT AND GO NORTH ON A PAVED ROAD (THROUGH PARKING LOT) FOR 0.05
 MK2154'MI (0.08 KM) TO A GATE AHEAD, PASS THROUGH GATE, TURN LEFT AND GO WEST
 MK2154'ON PAVED ROAD/TAXIWAY FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT
 MK2154'AND GO SOUTH-SOUTHWEST ON THE PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO
 MK2154'A T-JUNCTION, TURN LEFT AND GO SOUTHEAST THEN SOUTH-SOUTHEAST ON A
 MK2154'TAXIWAY FOR 0.3 MI (0.5 KM) TO THE END OF RUNWAY 31, CROSS RUNWAY,
 MK2154'TURN RIGHT AND GO NORTHWEST ON THE SOUTHWEST EDGE OF THE RUNWAY FOR
 MK2154'0.3 MI (0.5 KM) TO A RUNWAY INTERSECTION, CONTINUE AHEAD, CROSSING
 MK2154'RUNWAY 01/19 AND GO NORTHWEST ON THE SOUTHWEST EDGE OF THE RUNWAY FOR
 MK2154'0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.  THE STATION IS RECESSED 2
 MK2154'CM BELOW GROUND. LOCATED 813.5 FT (248.0 M) NORTHWEST OF THE NORTHWEST
 MK2154'EDGE OF RUNWAY 01/19, 125.7 FT (38.3 M) SOUTHEAST OF THE FIFTH RUNWAY
 MK2154'LIGHT NORTHWEST FROM THE RUNWAY JUNCTION, 70.9 FT (21.6 M) NORTHWEST
 MK2154'OF THE FOURTH RUNWAY LIGHT AND 88.0 FT (26.8 M) SOUTHWEST OF THE
 MK2154'RUNWAY CENTER.  THIS STATION TO BE USED AS SACS.
 MK2154
 MK2154                          STATION RECOVERY (1997)
 MK2154
 MK2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 MK2154'RECOVERED AS DESCRIBED.
 MK2154
 MK2154                          STATION RECOVERY (2001)
 MK2154
 MK2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JDH)
 MK2154'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF MADISON, 4.3
 MK2154'MI (6.9 KM) SOUTH OF NORFOLK AND AT THE KARL STEFAN MEMORIAL AIRPORT
 MK2154'ALONG SIDE OF THE SOUTHWEST EDGE OF RUNWAY 13/31.  OWNERSHIP--CITY OF
 MK2154'NORFOLK, 4100 S. 13TH ST. PO BOX 1343, NORFOLK NE 68702.  AIRPORT
 MK2154'MANAGER IS GERALD ADAMS,
 MK2154'PHONE (402) 371-7210.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 MK2154'HIGHWAYS 81 AND 275 BYPASS ON THE SOUTH SIDE OF NORFOLK, GO SOUTH ON
 MK2154'U.S. HIGHWAY 81 FOR 1.0 MI (1.6 KM) TO A BRIDGE OVER THE ELKHORN
 MK2154'RIVER, CONTINUE AHEAD AND GO SOUTH ON U.S. HIGHWAY 81 FOR 1.3 MI (2.1
 MK2154'KM) TO A ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE
 MK2154'ROAD FOR 0.15 MI (0.24 KM) TO THE TERMINAL AHEAD AND A ROAD RIGHT,
 MK2154'TURN RIGHT AND GO NORTH ON A PAVED ROAD (THROUGH PARKING LOT) FOR 0.05
 MK2154'MI (0.08 KM) TO A GATE AHEAD, PASS THROUGH GATE, TURN LEFT AND GO WEST
 MK2154'ON PAVED ROAD/TAXIWAY FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT
 MK2154'AND GO SOUTH-SOUTHWEST ON THE PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO
 MK2154'A T-JUNCTION, TURN LEFT AND GO SOUTHEAST THEN SOUTH-SOUTHEAST ON A
 MK2154'TAXIWAY FOR 0.3 MI (0.5 KM) TO THE END OF RUNWAY 31, CROSS RUNWAY,
 MK2154'TURN RIGHT AND GO NORTHWEST ON THE SOUTHWEST EDGE OF THE RUNWAY FOR
 MK2154'0.3 MI (0.5 KM) TO A RUNWAY INTERSECTION, CONTINUE AHEAD, CROSSING
 MK2154'RUNWAY 01/19 AND GO NORTHWEST ON THE SOUTHWEST EDGE OF THE RUNWAY FOR
 MK2154'0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.  THE STATION IS RECESSED 2
 MK2154'CM BELOW GROUND. LOCATED 813.5 FT (248.0 M) NORTHWEST OF THE NORTHWEST
 MK2154'EDGE OF RUNWAY 01/19, 125.7 FT (38.3 M) SOUTHEAST OF THE FIFTH RUNWAY
 MK2154'LIGHT NORTHWEST FROM THE RUNWAY JUNCTION, 70.9 FT (21.6 M) NORTHWEST
 MK2154'OF THE FOURTH RUNWAY LIGHT AND 88.0 FT (26.8 M) SOUTHWEST OF THE
 MK2154'RUNWAY CENTER.  THIS STATION TO BE USED AS SACS.
 MK2154'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2157 ***********************************************************************
 MK2157  SACS        -  This is a Secondary Airport Control Station.
 MK2157  DESIGNATION -  ART PETERS
 MK2157  PID         -  MK2157
 MK2157  STATE/COUNTY-  NE/DODGE
 MK2157  USGS QUAD   -  FREMONT WEST (1983)
 MK2157
 MK2157                         *CURRENT SURVEY CONTROL
 MK2157  ___________________________________________________________________
 MK2157* NAD 83(1995)-  41 26 57.20398(N)    096 31 16.48425(W)     ADJUSTED  
 MK2157* NAVD 88     -       366.30   (meters)    1201.8    (feet)  GPS OBS   
 MK2157  ___________________________________________________________________
 MK2157  X           -    -543,777.255 (meters)                     COMP
 MK2157  Y           -  -4,756,988.350 (meters)                     COMP
 MK2157  Z           -   4,200,171.619 (meters)                     COMP
 MK2157  LAPLACE CORR-          -6.80  (seconds)                    DEFLEC99
 MK2157  ELLIP HEIGHT-         339.43  (meters)          (12/12/01) GPS OBS
 MK2157  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 MK2157
 MK2157  HORZ ORDER  -  FIRST
 MK2157  ELLP ORDER  -  FOURTH    CLASS I
 MK2157
 MK2157.This mark is at Fremont Municipal Airport (FET)
 MK2157
 MK2157.The horizontal coordinates were established by GPS observations
 MK2157.and adjusted by the National Geodetic Survey in August 1997..
 MK2157
 MK2157.The orthometric height was determined by GPS observations and a
 MK2157.high-resolution geoid model.
 MK2157
 MK2157.GPS derived orthometric heights for airport stations designated as
 MK2157.PACS or SACS are published to 2 decimal places.  This maintains
 MK2157.centimeter relative accuracy between the PACS and SACS.  It does
 MK2157.not indicate centimeter accuracy relative to other marks which are
 MK2157.part of the NAVD 88 network.
 MK2157
 MK2157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2157
 MK2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2157
 MK2157.The ellipsoidal height was determined by GPS observations
 MK2157.and is referenced to NAD 83.
 MK2157
 MK2157.The geoid height was determined by GEOID03.
 MK2157
 MK2157;                    North         East     Units Scale Factor Converg.
 MK2157;SPC NE       -   185,249.890   790,511.927   MT  0.99965908   +2 18 19.3
 MK2157;UTM  14      - 4,591,592.831   707,053.329   MT  1.00012762   +1 38 29.1
 MK2157
 MK2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2157!SPC NE       -   0.99994676  x   0.99965908  =   0.99960586
 MK2157!UTM  14      -   0.99994676  x   1.00012762  =   1.00007438
 MK2157
 MK2157:                Primary Azimuth Mark                     Grid Az
 MK2157:SPC NE       -  ART PETERS AZ MK                         138 32 43.7
 MK2157:UTM  14      -  ART PETERS AZ MK                         139 12 33.9
 MK2157
 MK2157|---------------------------------------------------------------------|
 MK2157| PID    Reference Object                     Distance      Geod. Az  |
 MK2157|                                                           dddmmss.s |
 MK2157| MK2158 ART PETERS AZ MK                    APPROX. 0.7 KM 1405103.0 |
 MK2157|---------------------------------------------------------------------|
 MK2157
 MK2157                          SUPERSEDED SURVEY CONTROL
 MK2157
 MK2157  ELLIP H (08/18/97)  339.50   (m)                       GP(       ) 4 1
 MK2157  NAD 83(1986)-  41 26 57.21382(N)    096 31 16.48946(W) AD(       ) 1
 MK2157  NGVD 29 (02/23/90)  366.3    (m)         1202.     (f) GPS OBS        
 MK2157
 MK2157.Superseded values are not recommended for survey control.
 MK2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2157.See file dsdata.txt to determine how the superseded data were derived.
 MK2157
 MK2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0705391593(NAD 83)
 MK2157_MARKER: I = METAL ROD
 MK2157_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2157_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MK2157_STAMPING: ART PETERS 1989
 MK2157_MARK LOGO: NGS   
 MK2157_PROJECTION: FLUSH
 MK2157_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MK2157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2157+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1997
 MK2157_ROD/PIPE-DEPTH: 19.3 meters
 MK2157_SLEEVE-DEPTH  : 1.00 meters
 MK2157
 MK2157  HISTORY     - Date     Condition        Report By
 MK2157  HISTORY     - 1989     MONUMENTED       NGS
 MK2157  HISTORY     - 19950602 GOOD             NGS
 MK2157  HISTORY     - 19970827 GOOD             NGS
 MK2157
 MK2157                          STATION DESCRIPTION
 MK2157
 MK2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2157'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHWEST OF FREMONT,
 MK2157'O.3 KM  SOUTH OF US HIGHWAY 30, AT THE FREMONT MUNICIPAL AIRPORT.
 MK2157'OWNERSHIP--CITY OF FREMONT, 725 NORTH PARK AVENUE, FREMONT, NE 68025.
 MK2157'AIRPORT MANAGER IS KYLE LANTZ, TELEPHONE 402-721-5760.
 MK2157'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 30 AND 77 IN THE
 MK2157'NORTH SECTION OF FREMONT, GO WEST ON HIGHWAY 30 FOR 1.12 KM (0.70 MI)
 MK2157'TO A PAVED ROAD LEFT, JUST PAST A RAILROAD CROSSING.  TURN LEFT AND GO
 MK2157'SOUTH ON AIRPORT ROAD FOR 0.16 KM (0.10 MI) TO A ROAD AND GATE ON THE
 MK2157'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, THEN GO WEST FOR 0.16 KM
 MK2157'(0.10 MI) ON A ROAD THEN APRON TO A TERMINAL BUILDING ON THE RIGHT.
 MK2157'CONTINUE AHEAD ALONG THE APRON THEN TAXIWAY FOR 0.24 KM (0.15 MI) TO
 MK2157'THE JUNCTION WITH RUNWAY END 18.  PASS AROUND THE RUNWAY END, TURN
 MK2157'LEFT AND GO SOUTH  ON THE GRASS AND ALONG THE RUNWAY EDGE FOR 0.08 KM
 MK2157'(0.05 MI) TO THE JUNCTION WITH A TAXIWAY RIGHT.  TURN RIGHT AND GO
 MK2157'EAST ALONG THE TAXIWAY FOR 0.56 KM (0.35 MI) TO THE JUNCTION WITH
 MK2157'RUNWAY 13-31 AND THE STATION ON THE LEFT.
 MK2157'THE STATION MARK IS SET 23.1 M (75.8 FT) NORTHEAST OF THE RUNWAY
 MK2157'CENTER, 15.7 M (51.5 FT) SOUTH OF THE TAXIWAY CENTER, 7.9 M (25.9 FT)
 MK2157'SOUTHEAST OF THE CURVED PAVEMENT EDGE AND 5.2 M (17.1 FT)
 MK2157'EAST-SOUTHEAST OF A TAXIWAY LIGHT.
 MK2157'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 MK2157'DESCRIBED BY R.D.BALL.
 MK2157
 MK2157                          STATION RECOVERY (1995)
 MK2157
 MK2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2157'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF NORTH BEND, 1.5
 MK2157'MI (2.4 KM) NORTHWEST OF FREMONT AND AT THE FREMONT MUNICIPAL AIRPORT.
 MK2157'OWNERSHIP CITY OF FREMONT, 725 NORTH PARK AVENUE, FREMONT NE 68025.
 MK2157'AIRPORT MANAGER IS TOM ANDERSON, PHONE (402) 727-2691.  TO REACH THE
 MK2157'STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 30 AND 77 IN THE NORTH
 MK2157'SECTION OF FREMONT, GO WEST ON U.S. HIGHWAY 30 FOR 0.7 MI (1.1 KM) TO
 MK2157'A PAVED ROAD LEFT (JUST PAST A RAILROAD CROSSING), TURN LEFT AND GO
 MK2157'SOUTH ON AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO A ROAD WITH A GATE ON THE
 MK2157'RIGHT, TURN RIGHT, PASS THROUGH GATE AND GO WESTERLY ON GRAVEL AIRPORT
 MK2157'ENTRANCE ROAD, THEN THE APRON FOR 0.1 MI (0.2 KM) TO THE AIRPORT
 MK2157'OFFICE ON THE RIGHT, CONTINUE AHEAD AND GO WEST ON THE APRON, THEN A
 MK2157'CONNECTOR TAXIWAY FOR 0.15 MI (0.24 KM) TO THE APPROACH END OF RUNWAY
 MK2157'18, TURN LEFT AND GO SOUTH-SOUTHWEST ON THE RUNWAY FOR 0.05 MI (0.08
 MK2157'KM) TO A TAXIWAY RIGHT, TURN RIGHT AND GO WEST ON THE TAXIWAY FOR 0.35
 MK2157'MI (0.56 KM) TO THE JUNCTION WITH RUNWAY 13/31 AND THE STATION ON THE
 MK2157'LEFT.  THE STATION IS 75.8 FT (23.1 M) NORTHEAST OF THE RUNWAY CENTER,
 MK2157'50.5 FT (15.4 M) SOUTH OF THE TAXIWAY CENTER, 26.5 FT (8.1 M)
 MK2157'SOUTHEAST OF THE CURVED PAVEMENT EDGE AND 7.2 FT (2.2 M)
 MK2157'EAST-SOUTHEAST OF THE MOST NORTHEASTERLY OF A PAIR OF TAXIWAY LIGHTS.
 MK2157'THIS STATION TO BE USED AS SACS.
 MK2157
 MK2157                          STATION RECOVERY (1997)
 MK2157
 MK2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MK2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 27AUG1997 (WCW) .  RECOVERED
 MK2157'AS DESCRIBED WITH NOTE.  THE 1995 TO REACH BEGINS AT THE JUNCTION OF
 MK2157'US HIGHWAY 30 BUSINESS (23RD STREET) AND US HIGHWAY 77 (BROAD STREET)
 MK2157', WHICH IS 3.2 KM (2.00 MI) SOUTH ALONG BROAD STREET FROM THE JUNCTION
 MK2157'OF US HIGHWAY 30 AND US HIGHWAY 77.  THE MARK IS A PUNCH AT TOP CENTER
 MK2157'OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A RECORD LENGTH OF 19.3
 MK2157'M (63.3 FT) IN A 2.5 CM (1 IN) NONFLUTED PLASTIC SLEEVE OF RECORD
 MK2157'LENGTH 1 M (3.3 FT) ENCASED IN A 12.5 CM (5 IN) DIA PVC PIPE WITH NGS
 MK2157'LOGO CAP SURROUNDED BY CONCRETE.  THE MARK IS RECESSED 10 CM BELOW THE
 MK2157'TOP OF THE LOGO CAP.  THE LOGO CAP AND CONCRETE ARE FLUSH WITH THE
 MK2157'GROUND. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 MK2157'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2158 ***********************************************************************
 MK2158  SACS        -  This is a Secondary Airport Control Station.
 MK2158  DESIGNATION -  ART PETERS AZ MK
 MK2158  PID         -  MK2158
 MK2158  STATE/COUNTY-  NE/DODGE
 MK2158  USGS QUAD   -  FREMONT WEST (1983)
 MK2158
 MK2158                         *CURRENT SURVEY CONTROL
 MK2158  ___________________________________________________________________
 MK2158* NAD 83(1995)-  41 26 40.60005(N)    096 30 58.51989(W)     ADJUSTED  
 MK2158* NAVD 88     -       366.24   (meters)    1201.6    (feet)  GPS OBS   
 MK2158  ___________________________________________________________________
 MK2158  X           -    -543,401.423 (meters)                     COMP
 MK2158  Y           -  -4,757,372.519 (meters)                     COMP
 MK2158  Z           -   4,199,787.577 (meters)                     COMP
 MK2158  LAPLACE CORR-          -6.68  (seconds)                    DEFLEC99
 MK2158  ELLIP HEIGHT-         339.34  (meters)          (12/12/01) GPS OBS
 MK2158  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 MK2158
 MK2158  HORZ ORDER  -  FIRST
 MK2158  ELLP ORDER  -  FOURTH    CLASS I
 MK2158
 MK2158.This mark is at Fremont Municipal Airport (FET)
 MK2158
 MK2158.The horizontal coordinates were established by GPS observations
 MK2158.and adjusted by the National Geodetic Survey in September 1997..
 MK2158
 MK2158.The orthometric height was determined by GPS observations and a
 MK2158.high-resolution geoid model.
 MK2158
 MK2158.GPS derived orthometric heights for airport stations designated as
 MK2158.PACS or SACS are published to 2 decimal places.  This maintains
 MK2158.centimeter relative accuracy between the PACS and SACS.  It does
 MK2158.not indicate centimeter accuracy relative to other marks which are
 MK2158.part of the NAVD 88 network.
 MK2158
 MK2158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2158
 MK2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2158
 MK2158.The ellipsoidal height was determined by GPS observations
 MK2158.and is referenced to NAD 83.
 MK2158
 MK2158.The geoid height was determined by GEOID03.
 MK2158
 MK2158;                    North         East     Units Scale Factor Converg.
 MK2158;SPC NE       -   184,755.017   790,949.054   MT  0.99965916   +2 18 31.2
 MK2158;UTM  14      - 4,591,092.690   707,484.895   MT  1.00012982   +1 38 40.4
 MK2158
 MK2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2158!SPC NE       -   0.99994678  x   0.99965916  =   0.99960595
 MK2158!UTM  14      -   0.99994678  x   1.00012982  =   1.00007659
 MK2158
 MK2158:                Primary Azimuth Mark                     Grid Az
 MK2158:SPC NE       -  FET A                                    006 31 52.6
 MK2158:UTM  14      -  FET A                                    007 11 43.4
 MK2158
 MK2158|---------------------------------------------------------------------|
 MK2158| PID    Reference Object                     Distance      Geod. Az  |
 MK2158|                                                           dddmmss.s |
 MK2158| AB4097 FET A                               APPROX. 0.5 KM 0085023.8 |
 MK2158| MK2157 ART PETERS                          APPROX. 0.7 KM 3205114.9 |
 MK2158|---------------------------------------------------------------------|
 MK2158
 MK2158                          SUPERSEDED SURVEY CONTROL
 MK2158
 MK2158  ELLIP H (09/23/97)  339.38   (m)                       GP(       ) 4 1
 MK2158  NAD 83(1995)-  41 26 40.59951(N)    096 30 58.52097(W) AD(       ) 3
 MK2158  ELLIP H (08/18/97)  339.41   (m)                       GP(       ) 4 1
 MK2158  NAD 83(1986)-  41 26 40.60936(N)    096 30 58.52619(W) AD(       ) 3
 MK2158  NGVD 29 (02/23/90)  366.2    (m)         1201.     (f) GPS OBS        
 MK2158
 MK2158.Superseded values are not recommended for survey control.
 MK2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2158.See file dsdata.txt to determine how the superseded data were derived.
 MK2158
 MK2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0748591093(NAD 83)
 MK2158_MARKER: I = METAL ROD
 MK2158_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2158_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MK2158_STAMPING: ART PETERS AZ MK 1989
 MK2158_MARK LOGO: NGS   
 MK2158_PROJECTION: FLUSH
 MK2158_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MK2158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2158+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1997
 MK2158_ROD/PIPE-DEPTH: 17.8 meters
 MK2158_SLEEVE-DEPTH  : 1.00 meters
 MK2158
 MK2158  HISTORY     - Date     Condition        Report By
 MK2158  HISTORY     - 1989     MONUMENTED       NGS
 MK2158  HISTORY     - 19950602 SEE DESCRIPTION  NGS
 MK2158  HISTORY     - 19970827 GOOD             NGS
 MK2158
 MK2158                          STATION DESCRIPTION
 MK2158
 MK2158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2158'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHWEST OF FREMONT,
 MK2158'O.3 KM SOUTH OF US HIGHWAY 30, AT THE FREMONT MUNICIPAL AIRPORT.
 MK2158'OWNERSHIP--CITY OF FREMONT, 725 NORTH PARK AVENUE, FREMONT, NE 68025.
 MK2158'AIRPORT MANAGER IS KYLE LANTZ, TELEPHONE 402-721-5760.
 MK2158'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 30 AND 77 IN THE
 MK2158'NORTH SECTION OF FREMONT, GO WEST ON HIGHWAY 30 FOR 1.12 KM (0.70 MI)
 MK2158'TO A PAVED ROAD LEFT, JUST PAST A RAILROAD CROSSING.  TURN LEFT AND GO
 MK2158'SOUTH ON AIRPORT ROAD FOR 0.16 KM (0.10 MI) TO A ROAD AND GATE ON THE
 MK2158'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, THEN GO WEST FOR 0.16 KM
 MK2158'(0.10 MI) ON A ROAD THEN APRON TO A TERMINAL BUILDING ON THE RIGHT.
 MK2158'CONTINUE AHEAD ALONG THE APRON THEN TAXIWAY FOR 0.24 KM (0.15 MI) TO
 MK2158'THE JUNCTION WITH RUNWAY END 18.  PASS AROUND THE RUNWAY END, TURN
 MK2158'LEFT AND GO SOUTH ON THE GRASS AND ALONG THE RUNWAY EDGE FOR 0.08 KM
 MK2158'(0.05 MI) TO THE JUNCTION WITH A TAXIWAY RIGHT.  TURN RIGHT AND GO
 MK2158'EAST ALONG THE TAXIWAY FOR 0.56 KM (0.35 MI) TO THE JUNCTION WITH
 MK2158'RUNWAY 13-31.  TURN LEFT AND GO SOUTHEAST ALONG THE RUNWAY EDGE FOR
 MK2158'0.64 KM (0.40 MI) TO THE STATION, NORTHWEST OF THE JUNCTION OF RUNWAY
 MK2158'18-36 AND RUNWAY 13-31.
 MK2158'THE STATION MARK IS SET 23.1 M (75.8 FT) NORTHEAST OF THE CENTER OF
 MK2158'RUNWAY 13-31, 16.2 M (53.1 FT) WEST OF THE CENTER OF RUNWAY 18-36, 8.3
 MK2158'M (27.2 FT) NORTH OF THE CURVED PAVEMENT EDGE, AND 5.2 M (17.1 FT)
 MK2158'NORTH-NORTHEAST OF A TAXIWAY LIGHT.
 MK2158'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 MK2158'DESCRIBED BY R.D.BALL.
 MK2158
 MK2158                          STATION RECOVERY (1995)
 MK2158
 MK2158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2158'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF NORTH BEND, 1.5
 MK2158'MI (2.4 KM) NORTHWEST OF FREMONT AND AT THE FREMONT MUNICIPAL AIRPORT.
 MK2158'OWNERSHIP CITY OF FREMONT, 725 NORTH PARK AVENUE, FREMONT NE 68025.
 MK2158'AIRPORT MANAGER IS TOM ANDERSON, PHONE (402) 727-2691.  TO REACH THE
 MK2158'STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 30 AND 77 IN THE NORTH
 MK2158'SECTION OF FREMONT, GO WEST ON U.S. HIGHWAY 30 FOR 0.7 MI (1.1 KM) TO
 MK2158'A PAVED ROAD LEFT (JUST PAST A RAILROAD CROSSING), TURN LEFT AND GO
 MK2158'SOUTH ON AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO A ROAD WITH A GATE ON THE
 MK2158'RIGHT, TURN RIGHT, PASS THROUGH GATE AND GO WESTERLY ON GRAVEL AIRPORT
 MK2158'ENTRANCE ROAD, THEN THE APRON FOR 0.1 MI (0.2 KM) TO THE AIRPORT
 MK2158'OFFICE ON THE RIGHT, CONTINUE AHEAD AND GO WEST ON THE APRON, THEN A
 MK2158'CONNECTOR TAXIWAY FOR 0.15 MI (0.24 KM) TO THE APPROACH END OF RUNWAY
 MK2158'18, TURN LEFT AND GO SOUTH-SOUTHWEST ON THE RUNWAY FOR 0.05 MI (0.08
 MK2158'KM) TO A TAXIWAY RIGHT, TURN RIGHT AND GO WEST ON THE TAXIWAY FOR 0.35
 MK2158'MI (0.56 KM) TO THE JUNCTION WITH RUNWAY 13/31.  TURN LEFT AND GO
 MK2158'SOUTHEAST ON THE RUNWAY FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT
 MK2158'JUST NORTHWEST OF THE JUNCTION OF THE TWO RUNWAYS.  THE STATION WAS
 MK2158'FOUND TO BE MISSING THE ACCESS COVER AND IS 75.5 FT (23.0 M) NORTHEAST
 MK2158'OF THE CENTER OF RUNWAY 13/31, 53.1 FT (16.2 M) WEST OF THE CENTER OF
 MK2158'RUNWAY 18/36, 27.2 FT (8.3 M) NORTH OF THE CURVED PAVEMENT EDGE AND
 MK2158'17.1 FT (5.2 M) NORTH-NORTHEAST OF A TAXIWAY LIGHT.  THIS STATION TO
 MK2158'BE USED AS SACS.
 MK2158
 MK2158                          STATION RECOVERY (1997)
 MK2158
 MK2158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MK2158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 27AUG1997 (WCW) .  RECOVERED
 MK2158'AS DESCRIBED WITH NOTE.  THE 1995 TO REACH BEGINS AT THE JUNCTION OF
 MK2158'US HIGHWAY 30 BUSINESS (23RD STREET) AND US HIGHWAY 77 (BROAD STREET)
 MK2158', WHICH IS 2.0 MI (3.2 KM) SOUTH ALONG BROAD STREET FROM THE JUNCTION
 MK2158'OF US HIGHWAY 30 AND US HIGHWAY 77.  THE STATION HAS A NEW LOGO CAP.
 MK2158'THE MARK IS A PUNCH AT TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 MK2158'REFUSAL AT A RECORD LENGTH OF 17.8 M (58.4 FT) IN A 2.5 CM (1 IN)
 MK2158'NONFLUTED PLASTIC SLEEVE OF LENGTH 1.0 M (3.3 FT) ENCASED IN A 12.5 CM
 MK2158'(5 IN) DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE
 MK2158'MARK IS RECESSED 9 CM BELOW THE TOP OF THE LOGO CAP.  THE LOGO CAP AND
 MK2158'CONCRETE ARE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0488 ***********************************************************************
 MM0488  DESIGNATION -  ARTHUR
 MM0488  PID         -  MM0488
 MM0488  STATE/COUNTY-  NE/ARTHUR
 MM0488  USGS QUAD   -  ARTHUR (1985)
 MM0488
 MM0488                         *CURRENT SURVEY CONTROL
 MM0488  ___________________________________________________________________
 MM0488* NAD 83(1995)-  41 33 26.81450(N)    101 41 38.03978(W)     ADJUSTED  
 MM0488* NAVD 88     -      1192.     (meters)    3911.     (feet)  SCALED    
 MM0488  ___________________________________________________________________
 MM0488  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 MM0488  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 MM0488
 MM0488  HORZ ORDER  -  THIRD
 MM0488
 MM0488.The horizontal coordinates were established by classical geodetic methods
 MM0488.and adjusted by the National Geodetic Survey in August 1997..
 MM0488
 MM0488.The orthometric height was scaled from a topographic map.
 MM0488
 MM0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0488
 MM0488.The geoid height was determined by GEOID03.
 MM0488
 MM0488;                    North         East     Units Scale Factor Converg.
 MM0488;SPC NE       -   192,804.095   358,748.131   MT  0.99965900   -1 07 21.2
 MM0488;UTM  14      - 4,604,146.953   275,348.391   MT  1.00022112   -1 47 16.1
 MM0488
 MM0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0488!SPC NE       -   0.99981618  x   0.99965900  =   0.99947525
 MM0488!UTM  14      -   0.99981618  x   1.00022112  =   1.00003726
 MM0488
 MM0488:                Primary Azimuth Mark                     Grid Az
 MM0488:SPC NE       -  ARTHUR AZ MK                             019 13 52.3
 MM0488:UTM  14      -  ARTHUR AZ MK                             019 53 47.2
 MM0488
 MM0488|---------------------------------------------------------------------|
 MM0488| PID    Reference Object                     Distance      Geod. Az  |
 MM0488|                                                           dddmmss.s |
 MM0488| CP7328 ARTHUR AZ MK                                       0180631.1 |
 MM0488| CP7329 ARTHUR RM 1                          12.540 METERS 13425     |
 MM0488| CP7330 ARTHUR RM 2                          11.410 METERS 25543     |
 MM0488|---------------------------------------------------------------------|
 MM0488
 MM0488                          SUPERSEDED SURVEY CONTROL
 MM0488
 MM0488  NAD 83(1986)-  41 33 26.81533(N)    101 41 38.04462(W) AD(       ) 3
 MM0488  NAD 27      -  41 33 26.87700(N)    101 41 36.40300(W) AD(       ) 3
 MM0488
 MM0488.Superseded values are not recommended for survey control.
 MM0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0488.See file dsdata.txt to determine how the superseded data were derived.
 MM0488
 MM0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7534804147(NAD 83)
 MM0488_MARKER: DS = TRIANGULATION STATION DISK
 MM0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0488
 MM0488  HISTORY     - Date     Condition        Report By
 MM0488  HISTORY     - 1946     MONUMENTED       CGS
 MM0488  HISTORY     - 20050927 GOOD             NEDR
 MM0488
 MM0488                          STATION DESCRIPTION
 MM0488
 MM0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0488'LOCATED ABOUT 1.5 MILES, AIR LINE, SOUTH OF ARTHUR, ON THE
 MM0488'NORTHWEST END OF A RIDGE RUNNING SOUTHEAST AND NORTHWEST.
 MM0488'IT IS ABOUT 100 YARDS NORTH OF THE HIGHEST PART OF THE HILL.
 MM0488'IT IS STAMPED ARTHUR 1946 AND PROJECTS 1 FOOT.
 MM0488'
 MM0488'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION.
 MM0488'IT IS STAMPED ARTHUR NO 1 1946 AND PROJECTS 6 INCHES.
 MM0488'
 MM0488'REFERENCE MARK NO 2 IS ON THE WEST SLOPE OF THE HILL AND ABOUT
 MM0488'2 FEET LOWER THAN THE STATION.  IT IS STAMPED ARTHUR NO 2 1946
 MM0488'AND PROJECTS 6 INCHES.
 MM0488'
 MM0488'AZIMUTH MARK IS 2 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH
 MM0488'OF AN EAST-WEST FENCE LINE, 0.1 MILE SOUTH OF A BARN AND 40
 MM0488'FEET EAST OF A LANE LEADING SOUTH FROM THE BARN.  IT IS A
 MM0488'STANDARD DISK, STAMPED ARTHUR 1946, CEMENTED IN THE TOP OF A
 MM0488'4-INCH IRON PIPE PROJECTING 6 INCHES.
 MM0488'
 MM0488'TO REACH FROM THE POST OFFICE IN ARTHUR, GO SOUTH ON STATE
 MM0488'HIGHWAY 61 FOR 0.15 TO A SIDE ROAD LEFT AND CORRAL ON THE LEFT.
 MM0488'TURN LEFT, PASSING TO THE LEFT OF THE CORRAL AND GO 0.1 MILE
 MM0488'TO A STUCCO HOUSE ON THE RIGHT, CONTINUE FOR 0.05 MILE TO A GATE
 MM0488'ON THE RIGHT, PASS THROUGH GATE, TURN RIGHT AND FOLLOW TRACK
 MM0488'ROAD FOR 0.15 MILE TO A WIRE GATE LEADING INTO A LANE, PASS
 MM0488'THROUGH GATE, TURN LEFT AND GO 0.1 MILE TO THE AZIMUTH MARK ON
 MM0488'THE LEFT.  CONTINUE FOR 0.2 MILE TO A FENCE CORNER, TURN RIGHT
 MM0488'AND FOLLOW FENCE LINE FOR 0.2 MILE.  TURN LEFT, KEEPING TO
 MM0488'THE RIGHT OF THE DRAW, AND WORK WAY UP TO THE TOP OF THE
 MM0488'HILL, A DISTANCE OF 0.5 MILE.
 MM0488
 MM0488                          STATION RECOVERY (2005)
 MM0488
 MM0488'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MM0488'FROM ARTHER CO. COURT HOUSE GO S.W. ON HWY 61 FOR 0.9 MILES TO PAVED
 MM0488' DRIVE ON LEFT OPPOSITE ENTRANCE TO ARTHER CEMETARY. TURN LEFT AND
 MM0488' GO 0.2 MILES TO A GATE IN A E-W FENCE. PASS THROUGH GATE AND BEAR
 MM0488' SSE ACROSS PASTURE FOR 0.3 MILETO GATE IN E-W FENCE.PASS THROUGH
 MM0488' GATE, TURN LEFT AND GO EAST ALONG SOUTH SIDE OF FENCE FOR 0.5 MILE
 MM0488' TO GATE IN N-S FENCE ABOUT 600 FEET SOUTH OF T FENCE CORNER, PASS
 MM0488' THROUGH GATE CONTINUE EAST FOR 0.1 MILE THEN LEFT NORTH 0.1 MILE TO
 MM0488' HIGHEST POINTAND STATION. BOTH RMS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0487 ***********************************************************************
 NO0487  DESIGNATION -  ASH
 NO0487  PID         -  NO0487
 NO0487  STATE/COUNTY-  NE/GRANT
 NO0487  USGS QUAD   -  ASHBY (1989)
 NO0487
 NO0487                         *CURRENT SURVEY CONTROL
 NO0487  ___________________________________________________________________
 NO0487* NAD 83(1995)-  42 00 38.93840(N)    101 53 33.25860(W)     ADJUSTED  
 NO0487* NAVD 88     -      1219.     (meters)    3999.     (feet)  SCALED    
 NO0487  ___________________________________________________________________
 NO0487  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 NO0487  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 NO0487
 NO0487  HORZ ORDER  -  SECOND
 NO0487
 NO0487.The horizontal coordinates were established by classical geodetic methods
 NO0487.and adjusted by the National Geodetic Survey in August 1997..
 NO0487
 NO0487.The orthometric height was scaled from a topographic map.
 NO0487
 NO0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0487
 NO0487.The geoid height was determined by GEOID03.
 NO0487
 NO0487;                    North         East     Units Scale Factor Converg.
 NO0487;SPC NE       -   243,474.325   343,285.499   MT  0.99969737   -1 15 15.1
 NO0487;UTM  14      - 4,655,025.524   260,473.884   MT  1.00030602   -1 56 12.6
 NO0487
 NO0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0487!SPC NE       -   0.99981178  x   0.99969737  =   0.99950921
 NO0487!UTM  14      -   0.99981178  x   1.00030602  =   1.00011775
 NO0487
 NO0487|---------------------------------------------------------------------|
 NO0487| PID    Reference Object                     Distance      Geod. Az  |
 NO0487|                                                           dddmmss.s |
 NO0487| CP9526 ASH RM 1                             16.465 METERS 14148     |
 NO0487| CP9527 ASH RM 2                             11.536 METERS 22814     |
 NO0487| CP9525 ASH AZ MK                                          3103500.5 |
 NO0487|---------------------------------------------------------------------|
 NO0487
 NO0487                          SUPERSEDED SURVEY CONTROL
 NO0487
 NO0487  NAD 83(1986)-  42 00 38.93657(N)    101 53 33.26236(W) AD(       ) 2
 NO0487  NAD 27      -  42 00 38.99600(N)    101 53 31.60500(W) AD(       ) 2
 NO0487
 NO0487.Superseded values are not recommended for survey control.
 NO0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0487.See file dsdata.txt to determine how the superseded data were derived.
 NO0487
 NO0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6047455026(NAD 83)
 NO0487_MARKER: DS = TRIANGULATION STATION DISK
 NO0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0487
 NO0487  HISTORY     - Date     Condition        Report By
 NO0487  HISTORY     - 1946     MONUMENTED       CGS
 NO0487
 NO0487                          STATION DESCRIPTION
 NO0487
 NO0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0487'THE STATION IS ON THE HIGHEST POINT AND NEAR THE CENTER OF
 NO0487'A HIGH, SAND RIDGE WHICH RUNS NORTH AND SOUTH.  IT IS 2.2 MILES
 NO0487'EAST SOUTHEAST OF ASHBY AND 0.6 MILE SOUTH OF STATE HIGHWAY
 NO0487'NO. 2, IN THE SW 1/4 S31, T24N, R39W.  IT PROJECTS 12 INCHES
 NO0487'AND IS STAMPED ASH 1946.
 NO0487'
 NO0487'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE FROM THE STATION
 NO0487'AND IS ABOUT 2 FEET BELOW STATION ELEVATION.  IT PROJECTS
 NO0487'11 INCHES AND IS STAMPED ASH NO 1 1946.
 NO0487'
 NO0487'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE FROM THE STATION AND
 NO0487'IS ABOUT 2.5 FEET BELOW STATION ELEVATION.  IT PROJECTS 11
 NO0487'INCHES AND IS STAMPED ASH NO 2 1946.
 NO0487'
 NO0487'AZIMUTH MARK IS 78 FEET SOUTH OF THE CENTERLINE OF STATE
 NO0487'HIGHWAY NO. 2, 46 FEET SOUTH OF A T FENCE INTERSECTION, 27
 NO0487'FEET NORTH OF THE CENTER OF DIRT ROAD AND CATTLE GUARD, AND
 NO0487'1 FOOT EAST OF A NORTH SOUTH FENCE LINE.  IT PROJECTS 8 INCHES
 NO0487'AND IS STAMPED ASH 1946.
 NO0487'
 NO0487'TO REACH THE STATION FROM A DIRT T ROAD NORTH AND STATE HIGHWAY
 NO0487'NO. 2 AT ASHBY, GO EAST ON STATE HIGHWAY NO. 2 FOR 1.45 MILES
 NO0487'TO A T ROAD RIGHT, SOUTH.  TURN RIGHT ON TO DIRT ROAD AND
 NO0487'GO 50 YARDS TO A CATTLE GUARD.  * CONTINUE ON ROAD SOUTH FOR
 NO0487'0.15 MILE TO A FORK.  HERE LEAVE THE ROAD AND DRIVE SOUTHEAST
 NO0487'ACROSS PASTURE AND UP STEEP SLOPE FOR 0.55 MILE TO THE HIGHEST
 NO0487'POINT AND THE STATION AS DESCRIBED.
 NO0487'
 NO0487'*THE AZIMUTH MARK IS AT THIS POINT MENTIONED IN THE ABOVE
 NO0487'DESCRIPTION.  IT IS 27 FEET NORTH OF CATTLE GUARD AS
 NO0487'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1074 ***********************************************************************
 LG1074  DESIGNATION -  ASH
 LG1074  PID         -  LG1074
 LG1074  STATE/COUNTY-  NE/GAGE
 LG1074  USGS QUAD   -  ODELL (1970)
 LG1074
 LG1074                         *CURRENT SURVEY CONTROL
 LG1074  ___________________________________________________________________
 LG1074* NAD 83(1995)-  40 05 20.21572(N)    096 49 37.22032(W)     ADJUSTED  
 LG1074* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 LG1074  ___________________________________________________________________
 LG1074  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 LG1074  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 LG1074
 LG1074  HORZ ORDER  -  SECOND
 LG1074
 LG1074.The horizontal coordinates were established by classical geodetic methods
 LG1074.and adjusted by the National Geodetic Survey in August 1997..
 LG1074
 LG1074.The orthometric height was scaled from a topographic map.
 LG1074
 LG1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1074
 LG1074.The geoid height was determined by GEOID03.
 LG1074
 LG1074;                    North         East     Units Scale Factor Converg.
 LG1074;SPC NE       -    33,347.258   770,531.033   MT  0.99996099   +2 06 09.8
 LG1074;SPC KS N     -   195,554.768   500,040.015   MT  1.00006389   +0 44 31.8
 LG1074;UTM  14      - 4,439,892.587   685,252.917   MT  1.00002249   +1 23 59.1
 LG1074
 LG1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1074!SPC NE       -   0.99993821  x   0.99996099  =   0.99989921
 LG1074!SPC KS N     -   0.99993821  x   1.00006389  =   1.00000210
 LG1074!UTM  14      -   0.99993821  x   1.00002249  =   0.99996070
 LG1074
 LG1074:                Primary Azimuth Mark                     Grid Az
 LG1074:SPC NE       -  ASH AZ MK                                077 55 59.7
 LG1074:SPC KS N     -  ASH AZ MK                                079 17 37.7
 LG1074:UTM  14      -  ASH AZ MK                                078 38 10.4
 LG1074
 LG1074|---------------------------------------------------------------------|
 LG1074| PID    Reference Object                     Distance      Geod. Az  |
 LG1074|                                                           dddmmss.s |
 LG1074| CL6776 ASH AZ MK                                          0800209.5 |
 LG1074| CL6777 ASH RM 1                             23.213 METERS 14734     |
 LG1074| LG1075 ODELL MUNICIPAL TANK                APPROX. 4.3 KM 1531601.6 |
 LG1074| CL6778 ASH RM 2                             32.436 METERS 23304     |
 LG1074|---------------------------------------------------------------------|
 LG1074
 LG1074                          SUPERSEDED SURVEY CONTROL
 LG1074
 LG1074  NAD 83(1986)-  40 05 20.22204(N)    096 49 37.21740(W) AD(       ) 2
 LG1074  NAD 27      -  40 05 20.21300(N)    096 49 36.12300(W) AD(       ) 2
 LG1074
 LG1074.Superseded values are not recommended for survey control.
 LG1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1074.See file dsdata.txt to determine how the superseded data were derived.
 LG1074
 LG1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8525339893(NAD 83)
 LG1074_MARKER: DS = TRIANGULATION STATION DISK
 LG1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1074
 LG1074  HISTORY     - Date     Condition        Report By
 LG1074  HISTORY     - 1947     MONUMENTED       CGS
 LG1074  HISTORY     - 1969     GOOD             CGS
 LG1074
 LG1074                          STATION DESCRIPTION
 LG1074
 LG1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1074'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF DILLER, 2.8
 LG1074'MILES NORTHEAST OF ODELL, 0.2 MILE WEST OF A CROSSROAD, 30.5 FEET
 LG1074'NORTH OF THE CENTER OF A GRAVELED ROAD, 4.5 FEET SOUTHWEST OF A
 LG1074'FENCE CORNER, AND 4 FEET WEST OF A WITNESS POST.  IT IS SET FLUSH
 LG1074'WITH THE GROUND AND IS STAMPED ASH 1947.
 LG1074'
 LG1074'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE AND IS 34
 LG1074'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 8
 LG1074'INCHES AND IS STAMPED ASH NO 1 1947.
 LG1074'
 LG1074'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE AND IS 34
 LG1074'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 8 INCHES
 LG1074'AND IS STAMPED ASH NO 2 1947.
 LG1074'
 LG1074'AZIMUTH MARK IS 266 FEET NORTH OF THE INTERSECTION OF A CROSSROAD,
 LG1074'29 FEET WEST OF THE CENTER OF A DIRT ROAD, 3 FEET SOUTH OF A
 LG1074'WITNESS POST, AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT
 LG1074'PROJECTS 8 INCHES AND IS STAMPED ASH 1947.
 LG1074'
 LG1074'TO REACH THE STATION FROM THE POST OFFICE IN DILLER, GO SOUTH ON
 LG1074'STATE HIGHWAY NO. 103 FOR 1.4 MILES TO A CROSSROAD, TURN LEFT,
 LG1074'EAST, AND GO 5.75 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LG1074'
 LG1074'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.2 MILE TO A
 LG1074'CROSSROAD, TURN LEFT, NORTH, AND GO 266 FEET TO THE AZIMUTH MARK
 LG1074'ON THE LEFT AS DESCRIBED.
 LG1074'
 LG1074'AN 87 FOOT SIGNAL AT ODELL IS VISIBLE AT 4 FEET.
 LG1074'
 LG1074'A 74 FOOT SIGNAL AT ROSEMAN IS VISIBLE AT 4 FEET.
 LG1074'
 LG1074'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LG1074
 LG1074                          STATION RECOVERY (1969)
 LG1074
 LG1074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1074'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG1074'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 LG1074'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE
 LG1074'FOR RECOVERY.
 LG1074'
 LG1074'THE STATION IS 1 FOOT SOUTHWEST OF THE EAST GATE POST FOR A WIRE
 LG1074'GATE AND 1 FOOT WEST OF A METAL WITNESS POST.
 LG1074'
 LG1074'THE AZIMUTH MARK IS 2.5 FEET EAST OF A NORTH-SOUTH FENCE AND 1
 LG1074'FOOT SOUTH OF A METAL WITNESS POST.
 LG1074'
 LG1074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2.8
 LG1074'MILES NORTHEAST OF ODELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1216 ***********************************************************************
 MJ1216  DESIGNATION -  ASH
 MJ1216  PID         -  MJ1216
 MJ1216  STATE/COUNTY-  NE/CASS
 MJ1216  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ1216
 MJ1216                         *CURRENT SURVEY CONTROL
 MJ1216  ___________________________________________________________________
 MJ1216* NAD 83(1995)-  41 02 40.67200(N)    095 58 59.07932(W)     ADJUSTED  
 MJ1216* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 MJ1216  ___________________________________________________________________
 MJ1216  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 MJ1216  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 MJ1216
 MJ1216  HORZ ORDER  -  FIRST
 MJ1216
 MJ1216.The horizontal coordinates were established by classical geodetic methods
 MJ1216.and adjusted by the National Geodetic Survey in August 1997..
 MJ1216
 MJ1216.The orthometric height was scaled from a topographic map.
 MJ1216
 MJ1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1216
 MJ1216.The geoid height was determined by GEOID03.
 MJ1216
 MJ1216;                    North         East     Units Scale Factor Converg.
 MJ1216;SPC NE       -   142,327.777   837,510.547   MT  0.99969079   +2 39 43.2
 MJ1216;SPC IA S     -   118,983.959   291,265.153   MT  0.99995207   -1 38 08.2
 MJ1216;UTM  15      - 4,547,999.586   249,272.121   MT  1.00037379   -1 57 35.4
 MJ1216;UTM  14      - 4,548,097.493   753,572.903   MT  1.00039145   +1 58 55.6
 MJ1216
 MJ1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1216!SPC NE       -   0.99994806  x   0.99969079  =   0.99963887
 MJ1216!SPC IA S     -   0.99994806  x   0.99995207  =   0.99990014
 MJ1216!UTM  15      -   0.99994806  x   1.00037379  =   1.00032183
 MJ1216!UTM  14      -   0.99994806  x   1.00039145  =   1.00033949
 MJ1216
 MJ1216:                Primary Azimuth Mark                     Grid Az
 MJ1216:SPC NE       -  AIRWAY BEACON 0                          020 29 04.9
 MJ1216:SPC IA S     -  AIRWAY BEACON 0                          024 46 56.3
 MJ1216:UTM  15      -  AIRWAY BEACON 0                          025 06 23.5
 MJ1216:UTM  14      -  AIRWAY BEACON 0                          021 09 52.5
 MJ1216
 MJ1216|---------------------------------------------------------------------|
 MJ1216| PID    Reference Object                     Distance      Geod. Az  |
 MJ1216|                                                           dddmmss.s |
 MJ1216| MJ1250 AIRWAY BEACON 0                     APPROX.29.5 KM 0230848.1 |
 MJ1216| MJ1205 AIRWAY BN 14 FLASH RED WHITE        APPROX.22.5 KM 1022155.1 |
 MJ1216| MJ1214 PLATTSMOUTH MUN STANDPIPE           APPROX. 8.6 KM 1091849.5 |
 MJ1216| MJ1217 PLATTSMOUTH CENTER HS CUPOLA        APPROX. 8.6 KM 1150437.1 |
 MJ1216| CL6774 ASH RM 1                             36.238 METERS 18044     |
 MJ1216| CL6773 ASH AZ MK                                          1844847.7 |
 MJ1216| MK1994 LOUISVILLE ASHEVILLE CEM STK        APPROX.15.0 KM 2534824.5 |
 MJ1216| MK1998 AIRWAY BN 87 FLASH RED WHITE        APPROX.23.9 KM 2981530.7 |
 MJ1216| CL6775 ASH RM 2                             38.142 METERS 30452     |
 MJ1216|---------------------------------------------------------------------|
 MJ1216
 MJ1216                          SUPERSEDED SURVEY CONTROL
 MJ1216
 MJ1216  NAD 83(1986)-  41 02 40.67976(N)    095 58 59.07692(W) AD(       ) 1
 MJ1216  NAD 27      -  41 02 40.68700(N)    095 58 58.02872(W) AD(       ) 1
 MJ1216
 MJ1216.Superseded values are not recommended for survey control.
 MJ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1216.See file dsdata.txt to determine how the superseded data were derived.
 MJ1216
 MJ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4927248000(NAD 83)
 MJ1216_MARKER: DS = TRIANGULATION STATION DISK
 MJ1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1216_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1216_STAMPING: ASH 1934
 MJ1216_MARK LOGO: CGS   
 MJ1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1216+STABILITY: SURFACE MOTION
 MJ1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1216+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1996
 MJ1216
 MJ1216  HISTORY     - Date     Condition        Report By
 MJ1216  HISTORY     - 1934     MONUMENTED       CGS
 MJ1216  HISTORY     - 1975     GOOD             NEDR
 MJ1216  HISTORY     - 19961031 GOOD             NEDR
 MJ1216
 MJ1216                          STATION DESCRIPTION
 MJ1216
 MJ1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ1216'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH AND 5 MILES WEST OF
 MJ1216'PLATTSMOUTH, IN THE NORTHWEST QUARTER OF SEC. 5, T. 12 N., R. 13
 MJ1216'E., ON LAND OWNED BY THE ASH GROVE CEMENT CO. AND RENTED BY
 MJ1216'FRANK SVOBODA WHO LIVES ABOUT ONE-HALF SOUTHEAST OF STATION, AND
 MJ1216'IS UNDER THE CHARGE OF SEARL S. DAVIS OF PLATTSMOUTH, IT IS ON
 MJ1216'HIGHEST POINT OF HILL, WHICH IS BARE AND SURROUNDED BY ABOUT
 MJ1216'20-FOOT OAK TREES, ABOUT 350 FEET SOUTH OF SECTION-LINE FENCE
 MJ1216'AND POWER LINE.
 MJ1216'
 MJ1216'REACHED FROM THE INTERSECTION OF THE MAIN STREET AND U.S. HIGHWAY
 MJ1216'75 IN PLATTSMOUTH BY GOING NORTH ON U.S. HIGHWAY 75 FOR 3.2
 MJ1216'MILES TO CROSSROADS JUST AFTER CROSSING ANOTHER ROAD, TURN LEFT
 MJ1216'AND GO WEST 2.1 MILES, THEN TURN LEFT AND GO SOUTH 0.5 MILE, THEN
 MJ1216'TURN RIGHT AND GO WEST 0.5 MILE TO CROSSROADS AT A SCHOOLHOUSE,
 MJ1216'THEN TURN RIGHT AND GO NORTH 0.5 MILE, THEN LEFT AND GO WEST
 MJ1216'ALONG POWER LINE 0.35 MILE TO MR. W.A. GALLOWAYS HOUSE, GO
 MJ1216'THROUGH GATE JUST WEST OF THE CORN CRIB, THEN THROUGH CORRALS
 MJ1216'AND A LANE TO A GATE IN AN EAST-AND-WEST SECTION-LINE FENCE
 MJ1216'AT TWO POWER-LINE POLES.  FROM GATE GO SOUTHWEST ON A DIM
 MJ1216'ROAD TO ANOTHER GATE IN A NORTH-AND-SOUTH WIRE FENCE,
 MJ1216'CONTINUE SOUTHWEST ON THIS DIM ROAD THROUGH TIMBER 0.2 MILE TO
 MJ1216'TOP OF BARE RIDGE, THEN RIGHT AND FOLLOW DIM ROAD NORTHWEST
 MJ1216'0.2 MILE TO THE HIGHEST POINT ON THE HILL AND STATION.
 MJ1216'
 MJ1216'REFERENCE MARK NO. 1 IS 36.238 METERS (118.90 FEET)
 MJ1216'SOUTH OF STATION AND PROJECTS ABOUT 6 INCHES.
 MJ1216'
 MJ1216'REFERENCE MARK NO. 2 IS 38.142 METERS (125.14 FEET)
 MJ1216'NORTHWEST OF STATION AND PROJECTS ABOUT 8 INCHES.
 MJ1216'
 MJ1216'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF STATION.  TO
 MJ1216'REACH FROM STATION, GO TO SCHOOLHOUSE AT CROSSROADS ABOUT 1.0
 MJ1216'MILE SOUTHEAST OF STATION (SEE DESCRIPTION ON HOW TO REACH
 MJ1216'STATION TO GET TO THE SCHOOLHOUSE).  FROM SCHOOLHOUSE, GO WEST
 MJ1216'0.8 MILE TO WHERE THE ROAD CURVES SOUTH AND MARK IS ABOUT 25
 MJ1216'FEET WEST OF THE CENTERLINE OF THE ROAD AT CURVE, ON A
 MJ1216'NORTH-AND-SOUTH FENCE LINE.  MARK PROJECTS ABOUT 6 INCHES ABOVE
 MJ1216'GROUND.
 MJ1216'
 MJ1216'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 MJ1216
 MJ1216                          STATION RECOVERY (1975)
 MJ1216
 MJ1216'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 MJ1216'STATION, REF 1, REF 2 FOUND IN GOOD CONDITION AS DESCRIBED.
 MJ1216'
 MJ1216'NEAREST TOWN--PLATTSMOUTH.
 MJ1216
 MJ1216                          STATION RECOVERY (1996)
 MJ1216
 MJ1216'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 MJ1216'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION, AS WERE THE
 MJ1216'REFERENCE MARKS.  THE AZIMUTH MARK WAS FOUND PROJECTING ABOUT 2 FT
 MJ1216'(0.6 M) OUT OF THE GROUND AND TILTED.  A NEW ROUTING TO THE MARK
 MJ1216'FOLLOWS.  TO REACH THE MARK FROM THE JUNCTION OF U.S.  HIGHWAY 75 WITH
 MJ1216'B STREET, IN PLATTSMOUTH, GO NORTH ON THE HIGHWAY FOR 2.4 MI (3.9 KM)
 MJ1216'TO A PAVED COUNTY ROAD GOING WEST.  TURN LEFT AND GO WEST FOR 2.1 MI
 MJ1216'(3.4 KM) TO A CURVE TO THE SOUTH.  CONTINUE SOUTH FOR 0.5 MI (0.8 KM)
 MJ1216'TO A CURVE WEST.  FOLLOW THE ROAD WEST FOR 0.95 MI (1.53 KM) TO A FARM
 MJ1216'DRIVE.  TURN RIGHT AND FOLLOW FARM DRIVE/FIELD ROAD NORTH FOR 0.45 MI
 MJ1216'(0.72 KM) TO A GATE.  TURN LEFT AND FOLLOW A PASTURE ROAD WESTERLY,
 MJ1216'ALONG A POWER LINE AND PAST A CONCRETE CISTERN, FOR 0.25 MI (0.40 KM)
 MJ1216'TO THE MARK, ON HIGHEST PART OF A HILL NORTH OF THE POWER LINE, IN THE
 MJ1216'NW 1/4, SEC5, T12N, R13E.  STATION VISIBILITY FOR GPS RESTRICTED BY
 MJ1216'TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0621 ***********************************************************************
 NP0621  DESIGNATION -  ASHBY
 NP0621  PID         -  NP0621
 NP0621  STATE/COUNTY-  NE/GRANT
 NP0621  USGS QUAD   -  BINGHAM (1989)
 NP0621
 NP0621                         *CURRENT SURVEY CONTROL
 NP0621  ___________________________________________________________________
 NP0621* NAD 83(1995)-  42 01 29.46972(N)    102 00 06.94965(W)     ADJUSTED  
 NP0621* NAVD 88     -      1287.     (meters)    4222.     (feet)  SCALED    
 NP0621  ___________________________________________________________________
 NP0621  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 NP0621  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 NP0621
 NP0621  HORZ ORDER  -  FIRST
 NP0621
 NP0621.The horizontal coordinates were established by classical geodetic methods
 NP0621.and adjusted by the National Geodetic Survey in August 1997..
 NP0621
 NP0621.The orthometric height was scaled from a topographic map.
 NP0621
 NP0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0621
 NP0621.The geoid height was determined by GEOID03.
 NP0621
 NP0621;                    North         East     Units Scale Factor Converg.
 NP0621;SPC NE       -   245,236.469   334,267.713   MT  0.99969956   -1 19 36.0
 NP0621;UTM  13      - 4,656,885.057   748,208.281   MT  1.00035814   +2 00 29.1
 NP0621;UTM  14      - 4,656,896.273   251,472.045   MT  1.00036009   -2 00 38.4
 NP0621
 NP0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0621!SPC NE       -   0.99980126  x   0.99969956  =   0.99950088
 NP0621!UTM  13      -   0.99980126  x   1.00035814  =   1.00015933
 NP0621!UTM  14      -   0.99980126  x   1.00036009  =   1.00016128
 NP0621
 NP0621:                Primary Azimuth Mark                     Grid Az
 NP0621:SPC NE       -  ASHBY CBQ RR WATER TANK                  094 27 18.0
 NP0621:UTM  13      -  ASHBY CBQ RR WATER TANK                  091 07 12.9
 NP0621:UTM  14      -  ASHBY CBQ RR WATER TANK                  095 08 20.4
 NP0621
 NP0621|---------------------------------------------------------------------|
 NP0621| PID    Reference Object                     Distance      Geod. Az  |
 NP0621|                                                           dddmmss.s |
 NP0621| NO0488 ASHBY CBQ RR WATER TANK             APPROX. 6.2 KM 0930742.0 |
 NP0621| CP9532 ASHBY RM 1                           10.284 METERS 11123     |
 NP0621| CP9533 ASHBY RM 2                            7.684 METERS 20921     |
 NP0621| CP9531 ASHBY AZ MK                                        2110941.4 |
 NP0621|---------------------------------------------------------------------|
 NP0621
 NP0621                          SUPERSEDED SURVEY CONTROL
 NP0621
 NP0621  NAD 83(1986)-  42 01 29.46776(N)    102 00 06.95226(W) AD(       ) 1
 NP0621  NAD 27      -  42 01 29.53200(N)    102 00 05.29300(W) AD(       ) 1
 NP0621
 NP0621.Superseded values are not recommended for survey control.
 NP0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0621.See file dsdata.txt to determine how the superseded data were derived.
 NP0621
 NP0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG4820856885(NAD 83)
 NP0621_MARKER: DS = TRIANGULATION STATION DISK
 NP0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0621
 NP0621  HISTORY     - Date     Condition        Report By
 NP0621  HISTORY     - 1946     MONUMENTED       CGS
 NP0621  HISTORY     - 1946     GOOD             CGS
 NP0621  HISTORY     - 1958     GOOD             CGS
 NP0621
 NP0621                          STATION DESCRIPTION
 NP0621
 NP0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0621'THE STATION IS ON THE SUMMIT OF A LARGE SAND HILL AND IS 4.5
 NP0621'MILES, AIR LINE, WEST OF ASHBY, 0.5 MILE, AIR LINE, NORTH OF
 NP0621'STATE HIGHWAY NO. 2, AND IS BELIEVED TO BE JUST EAST OF THE
 NP0621'SHERIDAN-GRANT COUNTY LINE, NEAR THE NW CORNER OF THE SW 1/4 S 30,
 NP0621'T 24 N, R 40 W AND IS ON A TANGENT WITH THE RAILROAD RUNNING
 NP0621'INTO ASHBY.  IT PROJECTS 12 INCHES AND IS STAMPED ASHBY 1946.
 NP0621'
 NP0621'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL AND
 NP0621'ABOUT 4 FEET BELOW THE STATION.  IT PROJECTS 12 INCHES AND IS
 NP0621'STAMPED ASHBY NO 1 1946.
 NP0621'
 NP0621'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL AND
 NP0621'ABOUT 1.5 FEET BELOW THE STATION.  IT PROJECTS 12 INCHES AND IS
 NP0621'STAMPED ASHBY NO 2 1946.
 NP0621'
 NP0621'AZIMUTH MARK IS 4.3 MILES, BY ROAD, WEST OF ASHBY, 29 FEET
 NP0621'SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO. 2, AND 0.5 FOOT
 NP0621'NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 8 INCHES AND IS
 NP0621'STAMPED ASHBY 1946.
 NP0621'
 NP0621'TO REACH THE STATION FROM ASHBY, GO WEST ON STATE HIGHWAY NO. 2
 NP0621'FOR 5.55 MILES TO A T ROAD RIGHT, NORTH.  TURN RIGHT, CROSSING
 NP0621'RAILROAD AND THROUGH A WIRE GATE AND CONTINUE ON TRACK ROAD FOR
 NP0621'1.2 MILES TO A RANCH HOUSE, GO THROUGH BARNYARD AND THROUGH A
 NP0621'WIRE GATE, CONTINUE EAST ON TRACK ROAD FOR 0.7 MILE TO A CATTLE
 NP0621'GUARD, CROSS OVER CATTLE GUARD, TURN RIGHT, SOUTH, AND FOLLOW
 NP0621'ALONG CATTLE TRAIL UP THE FIRST RIDGE EAST OF A NORTH-SOUTH
 NP0621'FENCE LINE FOR 0.85 MILE TO THE SUMMIT AND THE STATION AS
 NP0621'DESCRIBED.
 NP0621'
 NP0621'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE ABOVE
 NP0621'DESCRIPTION BACK TO STATE HIGHWAY NO. 2, TURN LEFT, EAST, AND
 NP0621'GO 1.2 MILES TO THE AZIMUTH MARK ON THE RIGHT, SOUTH, AS
 NP0621'DESCRIBED.
 NP0621'
 NP0621'A 77 FOOT TOWER IS REQUIRED TO SEE STATION JAMESON.
 NP0621'
 NP0621'A 77 FOOT TOWER IS REQUIRED TO SEE STATION MOTHER.
 NP0621'
 NP0621'ALL OTHER STATIONS CAN BE SEEN FROM A 4 FOOT TRIPOD.
 NP0621
 NP0621                          STATION RECOVERY (1946)
 NP0621
 NP0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (FRG)
 NP0621'ALL MARKS ARE IN GOOD CONDITION.  STATION IS 4 MILES WEST OF
 NP0621'ASHBY, NEBRASKA AND ABOUT 0.4 MILE NORTH OF STATE HIGHWAY 2
 NP0621'ON THE HIGHEST POINT OF A SAND HILL ON PROPERTY BELONGING TO
 NP0621'MR. GEORGE PETERSON.  STATION IS ABOUT HALF WAY BETWEEN THE
 NP0621'EXTENDED CENTER-LINES OF THE 2 MILE STRETCH OF STRAIGHT RAILROAD
 NP0621'TRACK AND HIGHWAY WEST OF ASHBY.
 NP0621'
 NP0621'TO REACH FROM ASHBY DRIVE WEST ON STATE HIGHWAY 2 FOR 5.55
 NP0621'MILES, TURN RIGHT ACROSS TRACK AND PASS THROUGH GATE FOR 1.2
 NP0621'MILES TO RANCH BUILDINGS.  CONTINUE EAST ALONG FARM ROAD 0.7
 NP0621'MILE AND PASS THROUGH CATTLE GUARD.  HERE TURN RIGHT UP RIDGE
 NP0621'TO EAST OF NORTH-SOUTH FENCE LINE 0.85 MILE TO HIGHEST POINT AND
 NP0621'STATION.
 NP0621
 NP0621                          STATION RECOVERY (1958)
 NP0621
 NP0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 NP0621'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NP0621'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH
 NP0621'MARK ALONG STATE HIGHWAY 2.  IT WAS MOVED ON LINE TOWARD THE
 NP0621'STATION.  A SHORT DESCRIPTION OF THE RESET AZIMUTH MARK FOLLOWS.
 NP0621'
 NP0621'AZIMUTH MARK (RESET) IS 0.7 MILE SOUTHWEST OF THE STATION, ABOUT
 NP0621'75 YARDS SOUTH OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0621'TRACKS, 120 FEET NORTH OF THE CENTER OF NEW STATE HIGHWAY 2,
 NP0621'10 FEET SOUTH OF THE SOUTH EDGE OF A DEEP CUT FOR THE RAILROAD
 NP0621'TRACKS, AND 2.5 FEET WEST-NORTHWEST OF A WITNESS POST.  THE
 NP0621'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ASHBY 1946 RESET
 NP0621'1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0488 ***********************************************************************
 NO0488  DESIGNATION -  ASHBY CBQ RR WATER TANK
 NO0488  PID         -  NO0488
 NO0488  STATE/COUNTY-  NE/GRANT
 NO0488  USGS QUAD   -  ASHBY (1989)
 NO0488
 NO0488                         *CURRENT SURVEY CONTROL
 NO0488  ___________________________________________________________________
 NO0488* NAD 83(1995)-  42 01 18.41251(N)    101 55 37.77861(W)     ADJUSTED  
 NO0488* NAVD 88     -                                                        
 NO0488  ___________________________________________________________________
 NO0488  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 NO0488  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 NO0488
 NO0488  HORZ ORDER  -  THIRD
 NO0488
 NO0488.The horizontal coordinates were established by classical geodetic methods
 NO0488.and adjusted by the National Geodetic Survey in August 1997..
 NO0488
 NO0488
 NO0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0488
 NO0488.The geoid height was determined by GEOID03.
 NO0488
 NO0488;                    North         East     Units Scale Factor Converg.
 NO0488;SPC NE       -   244,754.849   340,448.972   MT  0.99969908   -1 16 37.6
 NO0488;UTM  14      - 4,656,340.577   257,651.082   MT  1.00032276   -1 57 37.6
 NO0488;UTM  13      - 4,656,763.758   754,411.293   MT  1.00039651   +2 03 29.2
 NO0488
 NO0488                          SUPERSEDED SURVEY CONTROL
 NO0488
 NO0488  NAD 83(1986)-  42 01 18.41000(N)    101 55 37.78134(W) AD(       ) 4
 NO0488  NAD 27      -  42 01 18.47000(N)    101 55 36.13000(W) AD(       ) 3
 NO0488
 NO0488.Superseded values are not recommended for survey control.
 NO0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0488.See file dsdata.txt to determine how the superseded data were derived.
 NO0488
 NO0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM5765156341(NAD 83)
 NO0488_MARKER: 51 = TANK
 NO0488
 NO0488  HISTORY     - Date     Condition        Report By
 NO0488  HISTORY     - 1946     FIRST OBSERVED   CGS
 NO0488
 NO0488                          STATION DESCRIPTION
 NO0488
 NO0488'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0700 ***********************************************************************
 MK0700  DESIGNATION -  ASHLAND
 MK0700  PID         -  MK0700
 MK0700  STATE/COUNTY-  NE/SAUNDERS
 MK0700  USGS QUAD   -  ASHLAND EAST (1983)
 MK0700
 MK0700                         *CURRENT SURVEY CONTROL
 MK0700  ___________________________________________________________________
 MK0700* NAD 83(1986)-  41 02 21.     (N)    096 22 21.     (W)     SCALED    
 MK0700* NAVD 88     -       334.025  (meters)    1095.88   (feet)  ADJUSTED  
 MK0700  ___________________________________________________________________
 MK0700  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 MK0700  DYNAMIC HT  -         333.889 (meters)    1095.43  (feet)  COMP
 MK0700  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 MK0700
 MK0700  VERT ORDER  -  SECOND    CLASS 0
 MK0700
 MK0700.The horizontal coordinates were scaled from a topographic map and have
 MK0700.an estimated accuracy of +/- 6 seconds.
 MK0700
 MK0700.The orthometric height was determined by differential leveling
 MK0700.and adjusted by the National Geodetic Survey in June 1991..
 MK0700
 MK0700.The geoid height was determined by GEOID03.
 MK0700
 MK0700.The dynamic height is computed by dividing the NAVD 88
 MK0700.geopotential number by the normal gravity value computed on the
 MK0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0700.degrees latitude (g = 980.6199 gals.).
 MK0700
 MK0700.The modeled gravity was interpolated from observed gravity values.
 MK0700
 MK0700;                    North         East    Units  Estimated Accuracy
 MK0700;SPC NE       -   140,280.      804,840.      MT  (+/- 180 meters Scaled)
 MK0700
 MK0700                          SUPERSEDED SURVEY CONTROL
 MK0700
 MK0700  NGVD 29 (??/??/92)  333.922  (m)         1095.54   (f) ADJ UNCH    2 0
 MK0700
 MK0700.Superseded values are not recommended for survey control.
 MK0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0700.See file dsdata.txt to determine how the superseded data were derived.
 MK0700
 MK0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL208464(NAD 83)
 MK0700_MARKER: DB = BENCH MARK DISK
 MK0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0700_STAMPING: ASHLAND 1934
 MK0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0700+STABILITY: SURFACE MOTION
 MK0700
 MK0700  HISTORY     - Date     Condition        Report By
 MK0700  HISTORY     - 1934     MONUMENTED       CGS
 MK0700  HISTORY     - 1950     GOOD             NGS
 MK0700  HISTORY     - 1970     GOOD             LOCSUR
 MK0700  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 MK0700
 MK0700                          STATION DESCRIPTION
 MK0700
 MK0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0700'AT ASHLAND.
 MK0700'AT ASHLAND, AT THE CITY HALL, 9.2 FEET SOUTHWEST OF THE SOUTHEAST
 MK0700'CORNER OF THE BUILDING, 13.2 FEET NORTH OF THE NORTH CURB OF
 MK0700'SILVER STREET, 1.2 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE
 MK0700'SIDEWALK, 21.2 FEET EAST OF THE EAST EDGE OF A CONCRETE DRIVEWAY,
 MK0700'AT THE WEST EDGE OF THE BUSINESS DISTRICT, SET IN THE TOP OF A
 MK0700'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0700
 MK0700                          STATION RECOVERY (1970)
 MK0700
 MK0700'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 MK0700'RECOVERED IN GOOD CONDITION.
 MK0700
 MK0700                          STATION RECOVERY (2004)
 MK0700
 MK0700'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK0700'MARK NOT FOUND. THE CITY HALL REFERENCED IN THE 1950 DESCRIPTION WAS
 MK0700'AT N. 18TH AND SILVER STREETS IN THE NORTHEAST CORNER OF THE
 MK0700'INTERSECTION. MARK SEARCHED FOR AT LENGTH, BUT THE SPECIFIC SITE COULD
 MK0700'NOT BE DETERMINED.  9.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 MK0700'CURRENT BUILDING IS NOW COVERED OVER WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2011 ***********************************************************************
 MK2011  DESIGNATION -  ASHLAND RADIO MAST
 MK2011  PID         -  MK2011
 MK2011  STATE/COUNTY-  NE/SAUNDERS
 MK2011  USGS QUAD   -  ASHLAND EAST (1983)
 MK2011
 MK2011                         *CURRENT SURVEY CONTROL
 MK2011  ___________________________________________________________________
 MK2011* NAD 83(1995)-  41 01 45.78635(N)    096 21 01.25989(W)     ADJUSTED  
 MK2011* NAVD 88     -                                                        
 MK2011  ___________________________________________________________________
 MK2011  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 MK2011  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 MK2011
 MK2011  HORZ ORDER  -  THIRD
 MK2011
 MK2011.The horizontal coordinates were established by classical geodetic methods
 MK2011.and adjusted by the National Geodetic Survey in August 1997..
 MK2011
 MK2011
 MK2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2011
 MK2011.The geoid height was determined by GEOID03.
 MK2011
 MK2011;                    North         East     Units Scale Factor Converg.
 MK2011;SPC NE       -   139,268.435   806,742.207   MT  0.99969295   +2 25 07.0
 MK2011;UTM  14      - 4,545,401.477   722,751.746   MT  1.00021073   +1 44 24.2
 MK2011
 MK2011                          SUPERSEDED SURVEY CONTROL
 MK2011
 MK2011  NAD 83(1986)-  41 01 45.79819(N)    096 21 01.26252(W) AD(       ) 4
 MK2011  NAD 27      -  41 01 45.79711(N)    096 21 00.19932(W) AD(       ) 3
 MK2011
 MK2011.Superseded values are not recommended for survey control.
 MK2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2011.See file dsdata.txt to determine how the superseded data were derived.
 MK2011
 MK2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2275245401(NAD 83)
 MK2011_MARKER: 42 = RADIO/TV MAST
 MK2011
 MK2011  HISTORY     - Date     Condition        Report By
 MK2011  HISTORY     - 1967     FIRST OBSERVED   USGS
 MK2011
 MK2011                          STATION DESCRIPTION
 MK2011
 MK2011'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1111 ***********************************************************************
 ML1111  DESIGNATION -  ASHTON MUNICIPAL TANK
 ML1111  PID         -  ML1111
 ML1111  STATE/COUNTY-  NE/SHERMAN
 ML1111  USGS QUAD   -  ASHTON (1954)
 ML1111
 ML1111                         *CURRENT SURVEY CONTROL
 ML1111  ___________________________________________________________________
 ML1111* NAD 83(1995)-  41 14 48.65731(N)    098 48 03.79111(W)     ADJUSTED  
 ML1111* NAVD 88     -                                                        
 ML1111  ___________________________________________________________________
 ML1111  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 ML1111  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ML1111
 ML1111  HORZ ORDER  -  THIRD
 ML1111
 ML1111.The horizontal coordinates were established by classical geodetic methods
 ML1111.and adjusted by the National Geodetic Survey in August 1997..
 ML1111
 ML1111
 ML1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1111
 ML1111.The geoid height was determined by GEOID03.
 ML1111
 ML1111;                    North         East     Units Scale Factor Converg.
 ML1111;SPC NE       -   157,632.913   600,459.828   MT  0.99966876   +0 47 40.3
 ML1111;UTM  14      - 4,566,179.340   516,669.165   MT  0.99960342   +0 07 52.2
 ML1111
 ML1111                          SUPERSEDED SURVEY CONTROL
 ML1111
 ML1111  NAD 83(1986)-  41 14 48.66446(N)    098 48 03.79432(W) AD(       ) 4
 ML1111  NAD 27      -  41 14 48.62300(N)    098 48 02.50600(W) AD(       ) 3
 ML1111
 ML1111.Superseded values are not recommended for survey control.
 ML1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1111.See file dsdata.txt to determine how the superseded data were derived.
 ML1111
 ML1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1666966179(NAD 83)
 ML1111_MARKER: 53 = ELEVATED TANK
 ML1111
 ML1111  HISTORY     - Date     Condition        Report By
 ML1111  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1111  HISTORY     - 20040809 GOOD             USPSQD
 ML1111
 ML1111                          STATION DESCRIPTION
 ML1111
 ML1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1111'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF ASHTON, 45
 ML1111'FEET SOUTH FROM CENTER OF A EAST-WEST STREET.  IT IS A FOUR
 ML1111'LEGGED STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP AND
 ML1111'HAS AN OVERALL HEIGHT OF 80 FEET.
 ML1111'
 ML1111'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF.
 ML1111
 ML1111                          STATION RECOVERY (2004)
 ML1111
 ML1111'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 ML1111'STATION FOUND GOOD. TANK IS SILVER EXCEPT THE BOTTOM OF THE BOWL AND
 ML1111'THE LEGS OF THE STRUCTURE ARE BLACK. TANK HAS BLACK LETTERS ASHTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1025 ***********************************************************************
 NM1025  DESIGNATION -  ATEN AZ MK
 NM1025  PID         -  NM1025
 NM1025  STATE/COUNTY-  NE/CEDAR
 NM1025  USGS QUAD   -  GAVINS POINT DAM (1968)
 NM1025
 NM1025                         *CURRENT SURVEY CONTROL
 NM1025  ___________________________________________________________________
 NM1025* NAD 83(1986)-  42 50 19.     (N)    097 26 41.     (W)     SCALED    
 NM1025* NAVD 88     -       381.615  (meters)    1252.02   (feet)  ADJUSTED  
 NM1025  ___________________________________________________________________
 NM1025  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM1025  DYNAMIC HT  -         381.505 (meters)    1251.65  (feet)  COMP
 NM1025  MODELED GRAV-     980,322.3   (mgal)                       NAVD 88
 NM1025
 NM1025  VERT ORDER  -  FIRST     CLASS II
 NM1025
 NM1025.The horizontal coordinates were scaled from a topographic map and have
 NM1025.an estimated accuracy of +/- 6 seconds.
 NM1025
 NM1025.The orthometric height was determined by differential leveling
 NM1025.and adjusted by the National Geodetic Survey in June 1991..
 NM1025
 NM1025.The geoid height was determined by GEOID03.
 NM1025
 NM1025.The dynamic height is computed by dividing the NAVD 88
 NM1025.geopotential number by the normal gravity value computed on the
 NM1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1025.degrees latitude (g = 980.6199 gals.).
 NM1025
 NM1025.The modeled gravity was interpolated from observed gravity values.
 NM1025
 NM1025;                    North         East    Units  Estimated Accuracy
 NM1025;SPC NE       -   336,780.      708,860.      MT  (+/- 180 meters Scaled)
 NM1025
 NM1025                          SUPERSEDED SURVEY CONTROL
 NM1025
 NM1025  NGVD 29 (??/??/92)  381.412  (m)         1251.35   (f) ADJ UNCH    1 2
 NM1025
 NM1025.Superseded values are not recommended for survey control.
 NM1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1025.See file dsdata.txt to determine how the superseded data were derived.
 NM1025
 NM1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN271440(NAD 83)
 NM1025_MARKER: DZ = AZIMUTH MARK DISK
 NM1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1025_SP_SET: CONCRETE POST
 NM1025_STAMPING: ATEN 1948
 NM1025_MARK LOGO: CGS   
 NM1025_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1025+STABILITY: SURFACE MOTION
 NM1025
 NM1025  HISTORY     - Date     Condition        Report By
 NM1025  HISTORY     - 1948     MONUMENTED       CGS
 NM1025  HISTORY     - 1949     GOOD             NGS
 NM1025  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1025  HISTORY     - 19810609 SEE DESCRIPTION  NGS
 NM1025
 NM1025                          STATION DESCRIPTION
 NM1025
 NM1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1025'3.4 MI SW FROM YANKTON.
 NM1025'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF
 NM1025'THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE
 NM1025'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 81, 60 FEET NORTHWEST
 NM1025'OF THE NORTHWEST CORNER OF THE ATEN CHURCH, 28.0 FEET WEST OF
 NM1025'THE WEST END OF A CORRUGATED IRON CULVERT UNDER THE ENTRANCE
 NM1025'TO THE DRIVE LEADING TO THE CHURCH, 27 FEET SOUTH OF THE CENTER
 NM1025'LINE OF THE HIGHWAY, 3.6 FEET SOUTHWEST OF A REFERENCE POST,
 NM1025'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 NM1025'THE GROUND.
 NM1025
 NM1025                          STATION RECOVERY (1981)
 NM1025
 NM1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1025'MARK NOT FOUND.
 NM1025
 NM1025                          STATION RECOVERY (1981)
 NM1025
 NM1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1025'THE MARK WAS SEARCHED FOR BUT NOT FOUND.  THE DISK WAS NOT SALVAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM2009 ***********************************************************************
 NM2009  DESIGNATION -  ATEN AZ MK 2
 NM2009  PID         -  NM2009
 NM2009  STATE/COUNTY-  NE/CEDAR
 NM2009  USGS QUAD   -  GAVINS POINT DAM (1968)
 NM2009
 NM2009                         *CURRENT SURVEY CONTROL
 NM2009  ___________________________________________________________________
 NM2009* NAD 83(1995)-  42 50 20.18513(N)    097 26 42.44649(W)     ADJUSTED  
 NM2009* NAVD 88     -       381.1    (meters)    1250.     (feet)  VERTCON   
 NM2009  ___________________________________________________________________
 NM2009  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 NM2009  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM2009
 NM2009  HORZ ORDER  -  THIRD
 NM2009
 NM2009.The horizontal coordinates were established by classical geodetic methods
 NM2009.and adjusted by the National Geodetic Survey in August 1997..
 NM2009
 NM2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM2009
 NM2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM2009
 NM2009.The geoid height was determined by GEOID03.
 NM2009
 NM2009;                    North         East     Units Scale Factor Converg.
 NM2009;SPC NE       -   336,815.222   708,825.369   MT  0.99993011   +1 41 35.2
 NM2009;SPC SD S     -    60,274.264   836,073.670   MT  0.99999868   +1 59 32.8
 NM2009;SPC SD S     -   197,749.81  2,743,018.37   sFT  0.99999868   +1 59 32.8
 NM2009;UTM  14      - 4,744,102.116   627,067.098   MT  0.99979864   +1 03 26.5
 NM2009
 NM2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM2009!SPC NE       -   0.99994423  x   0.99993011  =   0.99987435
 NM2009!SPC SD S     -   0.99994423  x   0.99999868  =   0.99994291
 NM2009!UTM  14      -   0.99994423  x   0.99979864  =   0.99974288
 NM2009
 NM2009                          SUPERSEDED SURVEY CONTROL
 NM2009
 NM2009  NAD 83(1986)-  42 50 20.19453(N)    097 26 42.43754(W) AD(       ) 3
 NM2009  NGVD 29 (02/17/94)  380.9    (m)         1250.     (f) VERT ANG       
 NM2009
 NM2009.Superseded values are not recommended for survey control.
 NM2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2009.See file dsdata.txt to determine how the superseded data were derived.
 NM2009
 NM2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2706744102(NAD 83)
 NM2009_MARKER: DZ = AZIMUTH MARK DISK
 NM2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2009_SP_SET: CONCRETE POST
 NM2009_STAMPING: ATEN 1948 NO 2 1981
 NM2009_MARK LOGO: NGS   
 NM2009_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2009+STABILITY: SURFACE MOTION
 NM2009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2009+SATELLITE: SATELLITE OBSERVATIONS - 1981
 NM2009
 NM2009  HISTORY     - Date     Condition        Report By
 NM2009  HISTORY     - 1981     MONUMENTED       NGS
 NM2009
 NM2009                          STATION DESCRIPTION
 NM2009
 NM2009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NM2009'THE STATION IS LOCATED ABOUT 2.25 MI (3.62 KM) SOUTH-SOUTHWEST FROM
 NM2009'YANKTON, SD, 1.0 MI (1.6 KM) SOUTH FROM THE MISSOURI RIVER, 0.5 MI
 NM2009'(0.8 KM) EAST FROM THE ATEN CEMETERY AND ON ROAD RIGHT-OF-WAY.
 NM2009'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 121 AND U.S. HIGHWAY 81,
 NM2009'ABOUT 2.0 MI (3.2 KM) SOUTH FROM YANKTON, GO WEST ON HIGHWAY 121 FOR
 NM2009'2.0 MI (3.2 KM) TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 NM2009'ON A GRADED ROAD FOR 0.3 MI (0.5 KM) TO A SIDE ROAD ON THE RIGHT.
 NM2009'TURN RIGHT AND GO WESTERLY ON A GRADED ROAD FOR 0.25 MI (0.40 KM) TO
 NM2009'THE MARK ON THE LEFT AND THE TOP OF A HILL.
 NM2009'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 NM2009'PROJECTS 0.10 M (0.33 FT) ABOVE THE GROUND.  IT IS 8.55 M (28.05 FT)
 NM2009'SOUTH FROM THE CENTERLINE OF THE ROAD, 0.49 M (1.61 FT) EAST FROM A
 NM2009'WITNESS POST AND 0.25 M (0.82 FT) NORTH FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1590 ***********************************************************************
 NM1590  DESIGNATION -  ATEN RESET
 NM1590  PID         -  NM1590
 NM1590  STATE/COUNTY-  NE/CEDAR
 NM1590  USGS QUAD   -  GAVINS POINT DAM (1968)
 NM1590
 NM1590                         *CURRENT SURVEY CONTROL
 NM1590  ___________________________________________________________________
 NM1590* NAD 83(1995)-  42 50 14.45326(N)    097 27 03.62025(W)     ADJUSTED  
 NM1590* NAVD 88     -       392.83   (meters)    1288.8    (feet)  RESET     
 NM1590  ___________________________________________________________________
 NM1590  X           -    -607,481.718 (meters)                     COMP
 NM1590  Y           -  -4,644,971.383 (meters)                     COMP
 NM1590  Z           -   4,314,519.028 (meters)                     COMP
 NM1590  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 NM1590  ELLIP HEIGHT-         367.26  (meters)          (05/25/04) GPS OBS
 NM1590  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM1590
 NM1590  HORZ ORDER  -  FIRST
 NM1590  VERT ORDER  -  THIRD
 NM1590  ELLP ORDER  -  FOURTH    CLASS II
 NM1590
 NM1590.The horizontal coordinates were established by classical geodetic methods
 NM1590.and adjusted by the National Geodetic Survey in August 1997..
 NM1590
 NM1590.The orthometric height was computed from unverified reset data.
 NM1590.No vertical observational check was made to the station.
 NM1590
 NM1590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1590
 NM1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1590
 NM1590.The ellipsoidal height was determined by GPS observations
 NM1590.and is referenced to NAD 83.
 NM1590
 NM1590.The geoid height was determined by GEOID03.
 NM1590
 NM1590;                    North         East     Units Scale Factor Converg.
 NM1590;SPC NE       -   336,624.246   708,349.984   MT  0.99992946   +1 41 21.2
 NM1590;SPC SD S     -    60,080.794   835,599.255   MT  0.99999905   +1 59 18.2
 NM1590;SPC SD S     -   197,115.07  2,741,461.89   sFT  0.99999905   +1 59 18.2
 NM1590;UTM  14      - 4,743,916.452   626,589.686   MT  0.99979715   +1 03 12.0
 NM1590
 NM1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1590!SPC NE       -   0.99994241  x   0.99992946  =   0.99987187
 NM1590!SPC SD S     -   0.99994241  x   0.99999905  =   0.99994146
 NM1590!UTM  14      -   0.99994241  x   0.99979715  =   0.99973957
 NM1590
 NM1590:                Primary Azimuth Mark                     Grid Az
 NM1590:SPC NE       -  STATE HOSP TK NEAR YANKTON               021 19 08.5
 NM1590:SPC SD S     -  STATE HOSP TK NEAR YANKTON               021 01 11.5
 NM1590:UTM  14      -  STATE HOSP TK NEAR YANKTON               021 57 17.7
 NM1590
 NM1590|---------------------------------------------------------------------|
 NM1590| PID    Reference Object                     Distance      Geod. Az  |
 NM1590|                                                           dddmmss.s |
 NM1590| NM1879 STATE HOSP TK NEAR YANKTON          APPROX. 9.2 KM 0230029.7 |
 NM1590| NM1876 STATE HOSP STK NEAR YANKTON         APPROX. 9.2 KM 0232727.7 |
 NM1590| NM1864 YANKTON SAC HEART HOSP STK          APPROX. 5.1 KM 0395952.0 |
 NM1590| NM1865 YANKTON SAC HEART HOSP TANK         APPROX. 5.1 KM 0405034.4 |
 NM1590| NM1867 YANKTON SAC HEART HOSP STEEPLE      APPROX. 5.1 KM 0410400.3 |
 NM1590| NM1866 YANKTON SAC HEART HOSP PWR STK      APPROX. 5.1 KM 0425014.6 |
 NM1590| NM1872 YANKTON MUNICIPAL TANK              APPROX. 5.5 KM 0430043.8 |
 NM1590| NM1880 YANKTON COL MUSIC HALL STEEPLE      APPROX. 6.9 KM 0455051.1 |
 NM1590| NM1871 YANKTON SACRED HEART CATH CH        APPROX. 6.3 KM 0513003.2 |
 NM1590| NM1868 YANKTON NASH FINCH CO STACK         APPROX. 5.9 KM 0533200.2 |
 NM1590| NM1869 YANKTON NEW ENG DISTILL CO STK      APPROX. 5.8 KM 0541127.1 |
 NM1590| NM1870 YANKTON TOLL BRIDGE                 APPROX. 5.6 KM 0561717.5 |
 NM1590| NM1025 ATEN AZ MK                                         0692958.4 |
 NM1590| NM2009 ATEN AZ MK 2                        APPROX. 0.5 KM 0694808.8 |
 NM1590| NM1024 ATEN RM 1                            25.109 METERS 08649     |
 NM1590| NM1591 ATEN RM 3                            20.331 METERS 17806     |
 NM1590| NM1022 ATEN RM 2                            20.088 METERS 20535     |
 NM1590|---------------------------------------------------------------------|
 NM1590
 NM1590                          SUPERSEDED SURVEY CONTROL
 NM1590
 NM1590  ELLIP H (03/16/99)  367.31   (m)                       GP(       ) 4 1
 NM1590  NAD 83(1986)-  42 50 14.46269(N)    097 27 03.61136(W) AD(       ) 1
 NM1590  NGVD 29 (08/02/06)  392.63   (m)         1288.2    (f) RESET       3  
 NM1590
 NM1590.Superseded values are not recommended for survey control.
 NM1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1590.See file dsdata.txt to determine how the superseded data were derived.
 NM1590
 NM1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2659043916(NAD 83)
 NM1590_MARKER: DH = HORIZONTAL CONTROL DISK
 NM1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1590_SP_SET: CONCRETE POST
 NM1590_STAMPING: ATEN 1948 1981
 NM1590_MARK LOGO: NGS   
 NM1590_PROJECTION: FLUSH
 NM1590_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1590+STABILITY: SURFACE MOTION
 NM1590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1590+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 NM1590
 NM1590  HISTORY     - Date     Condition        Report By
 NM1590  HISTORY     - 1981     MONUMENTED       NGS
 NM1590  HISTORY     - 1981     GOOD             LOCENG
 NM1590  HISTORY     - 19810609 GOOD             NGS
 NM1590  HISTORY     - 1983     GOOD             LOCENG
 NM1590  HISTORY     - 19910920 GOOD             NGS
 NM1590  HISTORY     - 19911006 GOOD             NGS
 NM1590  HISTORY     - 19930604 GOOD             GEORES
 NM1590
 NM1590                          STATION DESCRIPTION
 NM1590
 NM1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NM1590'2.25 MI SW FROM YANKTON  SD.
 NM1590'THE MARK IS 1.0 FT ABOVE ROAD.
 NM1590'2.0 MILES WEST ALONG STATE HIGHWAY 121 FROM THE JUNCTION OFU.S.
 NM1590'HIGHWAY 81, ABOUT 2.0 MILES SOUTH OF YANKTON, SD, THENCE LEFT AND
 NM1590'SOUTH ALONG A GRAVELED ROAD FOR 0.3 MILE, THENCE RIGHT AND WESTERLY
 NM1590'ALONG A GRAVELED ROAD FOR 0.55 MILE TO THE MARK ON THE RIGHT, 0.15
 NM1590'MILE EAST OF THE ATEN CEMETERY, AT THE CREST OF THE HILL, 25.9
 NM1590'METERS (82.3 FEET) WEST OF ATEN RM 1, 20.33 METERS (66.7 FEET) NORTH
 NM1590'OF ATEN RM 3, 9.15 METERS (30.0 FEET) NORTH OF THE CENTERLINE OF
 NM1590'THE ROAD, 1.53 METERS (5.0 FEET) SOUTH OF A FENCE.
 NM1590'THE MARK IS 1.6 FT  W FROM A WITNESS POST.
 NM1590
 NM1590                          STATION RECOVERY (1981)
 NM1590
 NM1590'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DH)
 NM1590'ATEN 1948-1981 RECOVERED GOOD.
 NM1590'
 NM1590'REFERENCE MARK NO. 2 RECOVERED GOOD.
 NM1590'
 NM1590'REFERENCE MARK NO. 3, AZIMUTH RECOVERED GOOD.
 NM1590'
 NM1590'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST OF
 NM1590'YANKTON, S. DAK.
 NM1590
 NM1590                          STATION RECOVERY (1981)
 NM1590
 NM1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1590'THE STATION IS IN THE SAME HORIZONTAL POSITION AS WAS ATEN BUT IS NOT
 NM1590'THE SAME ELEVATION, THE ORIGINAL UNDERGROUND AND SURFACE MARK BEING
 NM1590'REPLACED THIS DATE.  IT IS LOCATED ABOUT 2.25 MI (3.62 KM) SOUTHWEST
 NM1590'FROM YANKTON, SD, 1.0 MI (1.6 KM) SOUTH FROM THE MISSOURI RIVER, 0.15
 NM1590'MI (0.24 KM) EAST FROM THE ATEN CEMETERY AND ON ROAD RIGHT-OF-WAY.
 NM1590'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 121 AND U.S. HIGHWAY 81,
 NM1590'ABOUT 2.0 MI (3.2 KM) SOUTH FROM YANKTON, GO WEST ON HIGHWAY 121 FOR
 NM1590'2.0 MI (3.2 KM) TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 NM1590'ON A GRAVELED ROAD FOR 0.3 MI (0.5 KM) TO A SIDE ROAD ON THE RIGHT.
 NM1590'TURN RIGHT AND GO WESTERLY ON A GRAVELED ROAD FOR 0.25 MI (0.40 KM)
 NM1590'TO THE AZIMUTH MARK ON THE LEFT. CONTINUE WESTERLY FOR 0.3 MI
 NM1590'(0.5 KM) TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 NM1590'THE SURFACE MARK PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND AND THE
 NM1590'UNDERGROUND MARK IS RECESSED 1.16 M (3.81 FT) BELOW THE GROUND
 NM1590'SURFACE.  THE MARKS ARE 9.15 M (30.02 FT) NORTH FROM THE CENTERLINE
 NM1590'OF THE ROAD, 1.53 M (5.02 FT) SOUTH FROM A FENCE AND 0.50 M
 NM1590'(1.64 FT) WEST FROM A WITNESS POST.
 NM1590
 NM1590                          STATION RECOVERY (1983)
 NM1590
 NM1590'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (DH)
 NM1590'ATEN 1948-1981 RECOVERED GOOD.
 NM1590'
 NM1590'REF. MARK 1, ATEN NO 1 1948 RECOVERED GOOD.
 NM1590'
 NM1590'REF. MARK 3, ATEN 1948 NO 3 1981 RECOVERED GOOD.
 NM1590'
 NM1590'AZIMUTH MARK, ATEN 1948 NO 2 1981.
 NM1590'
 NM1590'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST OF
 NM1590'YANKTON, S. D.
 NM1590
 NM1590                          STATION RECOVERY (1991)
 NM1590
 NM1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NM1590'STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTHWEST OF YANKTON, SD, 1.6
 NM1590'KM (1.0 MI) SOUTH OF THE SOUTH BANK OF THE MISSOURI RIVER, ON THE
 NM1590'NORTH RIGHT-OF-WAY OF OLD HIGHWAY 81, NEAR THE SOUTHWEST CORNER OF
 NM1590'ATEN AND 0.24 KM (0.15 MI) EAST OF THE ATEN CEMETERY.
 NM1590'OWNERSHIP--NEBRASKA DEPARTMENT OF TRANSPORTATION.
 NM1590'TO REACH THE STATION FROM THE SOUTH END OF THE YANKTON U.S. HIGHWAY 81
 NM1590'BRIDGE OVER THE MISSOURI RIVER, LOCATED ON THE SOUTH SIDE OF YANKTON,
 NM1590'GO SOUTH ON HIGHWAY 81 FOR 2.01 KM (1.25 MI) TO THE JUNCTION OF STATE
 NM1590'ROUTE 121 ON THE RIGHT.  TURN RIGHT, WEST, ON ROUTE 121 FOR 3.3 KM
 NM1590'(2.1 MI) TO THE ATEN RESORT ON THE RIGHT AND ATEN MARINA ON THE LEFT.
 NM1590'TURN LEFT, SOUTHERLY, ON GRAVEL ROAD FOR 0.48 KM (0.30 MI) TO A
 NM1590'GRAVEL ROAD ON THE RIGHT. TURN RIGHT, WESTERLY, ON GRAVEL ROAD FOR
 NM1590'0.88 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 NM1590'STATION IS 2.4 M (7.9 FT) SOUTHWEST FROM A 30-CM CEDAR TREE, 1.5 M
 NM1590'(4.9 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE, 25.0 M (82.0 FT) WEST
 NM1590'FROM A T-CORNER FENCE POST, 9.4 M (30.8 FT) NORTH FROM THE CENTER OF
 NM1590'GRAVEL ROAD (OLD HIGHWAY 81), 0.61 M (2.00 FT) WEST FROM A METAL
 NM1590'WITNESS POST AND ABOUT 0.61 M (2.00 FT) ABOVE THE ROAD SURFACE.
 NM1590
 NM1590                          STATION RECOVERY (1991)
 NM1590
 NM1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NM1590'STATION IS LOCATED ABOUT 8 KM (5.0 MI) SOUTHWEST OF YANKTON, 1.6 KM
 NM1590'(1.0 MI) SOUTH OF THE SOUTH BANK OF THE MISSOURI RIVER, ALONG THE
 NM1590'NORTH RIGHT-OF-WAY OF OLD HIGHWAY 81, NEAR THE SOUTHWEST CORNER OF
 NM1590'ATEN AND ABOUT 0.24 KM (0.15 MI) EAST OF THE ATEN CEMETERY.
 NM1590'OWNERSHIP--NEBRASKA DEPARTMENT OF TRANSPORTATION.
 NM1590'TO REACH THE STATION FROM THE SOUTH END OF THE YANKTON U.S. HIGHWAY 81
 NM1590'BRIDGE OVER THE MISSOURI RIVER, LOCATED AT THE SOUTH SIDE OF YANKTON,
 NM1590'SD, GO SOUTH ON HIGHWAY 81 FOR 2.01 KM (1.25 MI) TO THE JUNCTION OF
 NM1590'STATE ROUTE 121 ON THE RIGHT.  TURN RIGHT, WEST, ON ROUTE 121 FOR 3.3
 NM1590'KM (2.1 MI) TO THE ATEN RESORT ON THE RIGHT AND ATEN MARINE ON THE
 NM1590'LEFT.  TURN LEFT, SOUTHERLY, ON A GRAVEL ROAD FOR 0.48 KM (0.30 MI)
 NM1590'TO A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT, WESTERLY, ON THE GRAVEL
 NM1590'ROAD FOR 0.88 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 NM1590'STATION IS 2.4 M (7.9 FT) SOUTHWEST FROM A 30 CM CEDAR TREE, 1.5 M
 NM1590'(4.9 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE, 25 M (82.0 FT) WEST FROM
 NM1590'A T-CORNER FENCE POST, 9.4 M (30.8 FT) NORTH FROM THE CENTER OF
 NM1590'GRAVEL ROAD (OLD HIGHWAY 81), 0.61 M (2.00 FT) WEST FROM A METAL
 NM1590'WITNESS POST AND ABOUT 0.61 M (2.00 FT) ABOVE THE ROAD SURFACE.
 NM1590
 NM1590                          STATION RECOVERY (1993)
 NM1590
 NM1590'RECOVERY NOTE BY GEORESEARCH INCORPORATED 1993
 NM1590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1024 ***********************************************************************
 NM1024  DESIGNATION -  ATEN RM 1
 NM1024  PID         -  NM1024
 NM1024  STATE/COUNTY-  NE/CEDAR
 NM1024  USGS QUAD   -  GAVINS POINT DAM (1968)
 NM1024
 NM1024                         *CURRENT SURVEY CONTROL
 NM1024  ___________________________________________________________________
 NM1024* NAD 83(1995)-  42 50 14.49852(N)    097 27 02.51632(W)     ADJUSTED  
 NM1024* NAVD 88     -       392.234  (meters)    1286.85   (feet)  ADJUSTED  
 NM1024  ___________________________________________________________________
 NM1024  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 NM1024  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM1024  DYNAMIC HT  -         392.121 (meters)    1286.48  (feet)  COMP
 NM1024  MODELED GRAV-     980,320.9   (mgal)                       NAVD 88
 NM1024
 NM1024  HORZ ORDER  -  THIRD
 NM1024  VERT ORDER  -  FIRST     CLASS II
 NM1024
 NM1024.The horizontal coordinates were established by classical geodetic methods
 NM1024.and adjusted by the National Geodetic Survey in August 1997..
 NM1024
 NM1024.The orthometric height was determined by differential leveling
 NM1024.and adjusted by the National Geodetic Survey in June 1991..
 NM1024
 NM1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1024
 NM1024.The geoid height was determined by GEOID03.
 NM1024
 NM1024.The dynamic height is computed by dividing the NAVD 88
 NM1024.geopotential number by the normal gravity value computed on the
 NM1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1024.degrees latitude (g = 980.6199 gals.).
 NM1024
 NM1024.The modeled gravity was interpolated from observed gravity values.
 NM1024
 NM1024;                    North         East     Units Scale Factor Converg.
 NM1024;SPC NE       -   336,626.381   708,375.000   MT  0.99992947   +1 41 21.9
 NM1024;SPC SD S     -    60,083.060   835,624.262   MT  0.99999905   +1 59 18.9
 NM1024;SPC SD S     -   197,122.51  2,741,543.93   sFT  0.99999905   +1 59 18.9
 NM1024;UTM  14      - 4,743,918.309   626,614.721   MT  0.99979723   +1 03 12.7
 NM1024
 NM1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1024!SPC NE       -   0.99994249  x   0.99992947  =   0.99987197
 NM1024!SPC SD S     -   0.99994249  x   0.99999905  =   0.99994154
 NM1024!UTM  14      -   0.99994249  x   0.99979723  =   0.99973973
 NM1024
 NM1024                          SUPERSEDED SURVEY CONTROL
 NM1024
 NM1024  NAD 83(1986)-  42 50 14.50793(N)    097 27 02.50807(W) AD(       ) 3
 NM1024  NGVD 29 (??/??/92)  392.031  (m)         1286.19   (f) ADJ UNCH    1 2
 NM1024
 NM1024.Superseded values are not recommended for survey control.
 NM1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1024.See file dsdata.txt to determine how the superseded data were derived.
 NM1024
 NM1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2661543918(NAD 83)
 NM1024_MARKER: DR = REFERENCE MARK DISK
 NM1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1024_SP_SET: CONCRETE POST
 NM1024_STAMPING: ATEN NO 1 1948
 NM1024_MARK LOGO: CGS   
 NM1024_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1024+STABILITY: SURFACE MOTION
 NM1024
 NM1024  HISTORY     - Date     Condition        Report By
 NM1024  HISTORY     - 1948     MONUMENTED       CGS
 NM1024  HISTORY     - 1949     GOOD             NGS
 NM1024  HISTORY     - 1981     GOOD             NGS
 NM1024  HISTORY     - 19810609 GOOD             NGS
 NM1024
 NM1024                          STATION DESCRIPTION
 NM1024
 NM1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1024'3.8 MI SW FROM YANKTON.
 NM1024'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1024'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE 2.7
 NM1024'MILES SOUTHWEST ALONG U.S. HIGHWAY 81, 0.35 MILE WEST OF THE
 NM1024'ATEN CHURCH, 0.15 MILE EAST OF THE ATEN CEMETERY, 82 FEET
 NM1024'NORTHEAST OF TRIANGULATION STATION ATEN 1948, 33 FEET NORTH OF
 NM1024'THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTH OF A T-FENCE
 NM1024'CORNER, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 NM1024'FOOT ABOVE THE GROUND.
 NM1024
 NM1024                          STATION RECOVERY (1981)
 NM1024
 NM1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1024'2.0 MILES WEST ALONG STATE HIGHWAY 121 FROM THE JUNCTION OF U.S.
 NM1024'HIGHWAY 81, ABOUT 2 MILES SOUTH OF YANKTON, S.D. THENCE 0.3 MILE LEFT
 NM1024'AND SOUTH ALONG A GRAVELD THENCE 0.55 MILE RIGHT AND WESTERLY ALONG A
 NM1024'GRAVELED ROAD TO THE MARK ON THE RIGHT, 25.095 METERS EAST OF STATION
 NM1024'ATEN, 107.10 FEET NORTHEAST OF ATEN RM 3, 11.00 METERS NORTH OF
 NM1024'CENTERLINE OF THE ROAD, 0.55 METER SOUTHEAST OF A FENCE CORNER.
 NM1024
 NM1024                          STATION RECOVERY (1981)
 NM1024
 NM1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1024'THE MARK WAS FOUND IN GOOD CONDITION.  IT IS LOCATED ABOUT 2.25 MI
 NM1024'(3.62 KM) SOUTHWEST FROM YANKTON, SD, 1.0 MI (1.6 KM) SOUTH FROM THE
 NM1024'MISSOURI RIVER AND ON COUNTY ROAD RIGHT-OF-WAY.
 NM1024'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 121 AND U.S. HIGHWAY 81,
 NM1024'ABOUT 2.0 MI (3.2 KM) SOUTH FROM YANKTON, GO WEST ON HIGHWAY 121 FOR
 NM1024'2.0 MI (3.2 KM) TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 NM1024'ON A GRAVELED ROAD FOR FOR 0.3 MI (0.5 KM) TO A SIDE ROAD ON THE
 NM1024'RIGHT.  TURN RIGHT AND GO WESTERLY ON A GRADED ROAD FOR 0.55 MI
 NM1024'(0.89 KM) TO THE MARK ON THE RIGHT.
 NM1024'THE MARK IS SET INTO A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NM1024'GROUND.  IT IS 24.57 M (80.61 FT) EAST FROM A WITNESS POST, 11.0 M
 NM1024'(36.1 FT) NORTH FROM THE CENTERLINE OF THE ROAD AND 0.55 M (1.80 FT)
 NM1024'SOUTHEAST FROM A FENCE CORNER.  THE MARK IS A BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1022 ***********************************************************************
 NM1022  DESIGNATION -  ATEN RM 2
 NM1022  PID         -  NM1022
 NM1022  STATE/COUNTY-  NE/CEDAR
 NM1022  USGS QUAD   -  GAVINS POINT DAM (1968)
 NM1022
 NM1022                         *CURRENT SURVEY CONTROL
 NM1022  ___________________________________________________________________
 NM1022* NAD 83(1986)-  42 50 14.     (N)    097 27 03.     (W)     SCALED    
 NM1022* NAVD 88     -       393.740  (meters)    1291.80   (feet)  ADJUSTED  
 NM1022  ___________________________________________________________________
 NM1022  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM1022  DYNAMIC HT  -         393.626 (meters)    1291.42  (feet)  COMP
 NM1022  MODELED GRAV-     980,320.9   (mgal)                       NAVD 88
 NM1022
 NM1022  VERT ORDER  -  FIRST     CLASS II
 NM1022
 NM1022.The horizontal coordinates were scaled from a topographic map and have
 NM1022.an estimated accuracy of +/- 6 seconds.
 NM1022
 NM1022.The orthometric height was determined by differential leveling
 NM1022.and adjusted by the National Geodetic Survey in June 1991..
 NM1022
 NM1022.The geoid height was determined by GEOID03.
 NM1022
 NM1022.The dynamic height is computed by dividing the NAVD 88
 NM1022.geopotential number by the normal gravity value computed on the
 NM1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1022.degrees latitude (g = 980.6199 gals.).
 NM1022
 NM1022.The modeled gravity was interpolated from observed gravity values.
 NM1022
 NM1022;                    North         East    Units  Estimated Accuracy
 NM1022;SPC NE       -   336,610.      708,360.      MT  (+/- 180 meters Scaled)
 NM1022
 NM1022                          SUPERSEDED SURVEY CONTROL
 NM1022
 NM1022  NGVD 29 (??/??/92)  393.536  (m)         1291.13   (f) ADJ UNCH    1 2
 NM1022
 NM1022.Superseded values are not recommended for survey control.
 NM1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1022.See file dsdata.txt to determine how the superseded data were derived.
 NM1022
 NM1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN266439(NAD 83)
 NM1022_MARKER: DR = REFERENCE MARK DISK
 NM1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1022_SP_SET: CONCRETE POST
 NM1022_STAMPING: ATEN NO 2 1948
 NM1022_MARK LOGO: CGS   
 NM1022_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1022+STABILITY: SURFACE MOTION
 NM1022
 NM1022  HISTORY     - Date     Condition        Report By
 NM1022  HISTORY     - 1948     MONUMENTED       CGS
 NM1022  HISTORY     - 1949     GOOD             NGS
 NM1022  HISTORY     - 1967     MARK NOT FOUND   NGS
 NM1022  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1022  HISTORY     - 19810609 SEE DESCRIPTION  NGS
 NM1022
 NM1022                          STATION DESCRIPTION
 NM1022
 NM1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1022'3.8 MI SW FROM YANKTON.
 NM1022'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF
 NM1022'THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE
 NM1022'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 81, 0.35 MILE WEST OF
 NM1022'THE ATEN CHURCH, 0.15 MILE EAST OF THE ATEN CEMETERY, 66 FEET
 NM1022'SOUTHWEST OF TRIANGULATION STATION ATEN 1948, 33 FEET SOUTH OF
 NM1022'AND 4.0 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT
 NM1022'NORTH OF A RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE
 NM1022'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM1022
 NM1022                          STATION RECOVERY (1967)
 NM1022
 NM1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NM1022'MARK NOT FOUND.
 NM1022
 NM1022                          STATION RECOVERY (1981)
 NM1022
 NM1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1022'MARK NOT FOUND.
 NM1022
 NM1022                          STATION RECOVERY (1981)
 NM1022
 NM1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1022'THE MARK WAS SEARCHED FOR BUT NOT FOUND AND IS PROBABLY DESTROYED,
 NM1022'HOWEVER, THE DISK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1591 ***********************************************************************
 NM1591  DESIGNATION -  ATEN RM 3
 NM1591  PID         -  NM1591
 NM1591  STATE/COUNTY-  NE/CEDAR
 NM1591  USGS QUAD   -  GAVINS POINT DAM (1968)
 NM1591
 NM1591                         *CURRENT SURVEY CONTROL
 NM1591  ___________________________________________________________________
 NM1591* NAD 83(1986)-  42 50 14.     (N)    097 27 03.     (W)     SCALED    
 NM1591* NAVD 88     -       393.00   (meters)    1289.4    (feet)  RESET     
 NM1591  ___________________________________________________________________
 NM1591  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM1591
 NM1591  VERT ORDER  -  THIRD
 NM1591
 NM1591.The horizontal coordinates were scaled from a topographic map and have
 NM1591.an estimated accuracy of +/- 6 seconds.
 NM1591
 NM1591.The orthometric height was computed from unverified reset data.
 NM1591.No vertical observational check was made to the station.
 NM1591
 NM1591.The geoid height was determined by GEOID03.
 NM1591
 NM1591;                    North         East    Units  Estimated Accuracy
 NM1591;SPC NE       -   336,610.      708,360.      MT  (+/- 180 meters Scaled)
 NM1591
 NM1591                          SUPERSEDED SURVEY CONTROL
 NM1591
 NM1591  NGVD 29 (08/02/06)  392.80   (m)         1288.7    (f) RESET       3  
 NM1591
 NM1591.Superseded values are not recommended for survey control.
 NM1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1591.See file dsdata.txt to determine how the superseded data were derived.
 NM1591
 NM1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN266439(NAD 83)
 NM1591_MARKER: DR = REFERENCE MARK DISK
 NM1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1591_SP_SET: CONCRETE POST
 NM1591_STAMPING: ATEN 1948 1981
 NM1591_MARK LOGO: NGS   
 NM1591_PROJECTION: PROJECTING 10 CENTIMETERS
 NM1591_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1591+STABILITY: SURFACE MOTION
 NM1591
 NM1591  HISTORY     - Date     Condition        Report By
 NM1591  HISTORY     - 1981     MONUMENTED       NGS
 NM1591  HISTORY     - 19810609 GOOD             NGS
 NM1591
 NM1591                          STATION DESCRIPTION
 NM1591
 NM1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NM1591'2.25 MI SW FROM YANKTON.
 NM1591'2.0 MILES WEST ALONG STATE HIGHWAY 121 FROM THE JUNCTION OFU.S.
 NM1591'HIGHWAY 81, ABOUT 20 MILES SOUTH OF YANKTON, SD, THENCE LEFT AND
 NM1591'SOUTH ALONG A GRAVELED ROAD FOR 0.3 MILE, THENCE RIGHT AND WESTERLY
 NM1591'ALONG A GRAVELED ROAD FOR 0.55 MILE TO THE MARK ON THE LEFT, 0.15
 NM1591'MILE EAST OF THE ATEN CEMETERY, AT THE CREST OF A HILL, 20.331 METERS
 NM1591'(66.7 FEET) SOUTH OF STATION ATEN, 11.7 METERS (38.4 FEET) SOUTH OF
 NM1591'THE CENTERLINE OF THE ROAD, 0.30 METER (1.0 FEET) NORTH OF A FENCE,
 NM1591'AND 32.6 METERS (106.9 FEET) SOUTHWEST OF ATEN RM 1.
 NM1591'THE MARK IS 1.4 FT  E FROM A WITNESS POST.
 NM1591
 NM1591                          STATION RECOVERY (1981)
 NM1591
 NM1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1591'THE MARK WAS ESTABLISHED THIS DATE TO REPLACE RM 2 WHICH WAS NOT
 NM1591'FOUND.
 NM1591'IT IS LOCATED ABOUT 2.25 MI (3.62 KM) SOUTHWEST FROM YANKTON, SD, 1.0
 NM1591'MI (1.6 KM) SOUTH FROM THE MISSOURI RIVER AND ON COUNTY ROAD
 NM1591'RIGHT-OF-WAY.
 NM1591'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 121 AND U.S. HIGHWAY 81,
 NM1591'ABOUT 2.0 MI (3.2 KM) SOUTH FROM YANKTON, GO WEST ON HIGHWAY 121 FOR
 NM1591'2.0 MI (3.2 KM) TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 NM1591'ON A GRAVELED ROAD FOR FOR 0.3 MI (0.5 KM) TO A SIDE ROAD ON THE
 NM1591'RIGHT.  TURN RIGHT AND GO WESTERLY ON A GRADED ROAD FOR 0.55 MI
 NM1591'(0.89 KM) TO THE MARK ON THE RIGHT.
 NM1591'THE MARK IS SET INTO A ROUND CONCRETE MONUMENT THAT PROJECTS 0.10 M
 NM1591'(0.33 FT) ABOVE THE GROUND.  IT IS 11.70 SOUTH FROM THE CENTERLINE OF
 NM1591'THE ROAD, 0.30 M (0.98 FT) NORTH FROM A FENCE AND 0.34 M (1.12 FT)
 NM1591'EAST FROM A WITNESS POST.  THE MARK IS A BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0408 ***********************************************************************
 LJ0408  DESIGNATION -  ATKINSON
 LJ0408  PID         -  LJ0408
 LJ0408  STATE/COUNTY-  NE/LINCOLN
 LJ0408  USGS QUAD   -  JEFFREY RESERVOIR NE (1970)
 LJ0408
 LJ0408                         *CURRENT SURVEY CONTROL
 LJ0408  ___________________________________________________________________
 LJ0408* NAD 83(1995)-  40 54 27.91108(N)    100 18 02.84953(W)     ADJUSTED  
 LJ0408* NAVD 88     -       846.     (meters)    2776.     (feet)  SCALED    
 LJ0408  ___________________________________________________________________
 LJ0408  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LJ0408  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 LJ0408
 LJ0408  HORZ ORDER  -  THIRD
 LJ0408
 LJ0408.The horizontal coordinates were established by classical geodetic methods
 LJ0408.and adjusted by the National Geodetic Survey in August 1997..
 LJ0408
 LJ0408.The orthometric height was scaled from a topographic map.
 LJ0408
 LJ0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0408
 LJ0408.The geoid height was determined by GEOID03.
 LJ0408
 LJ0408;                    North         East     Units Scale Factor Converg.
 LJ0408;SPC NE       -   119,333.712   474,664.930   MT  0.99971269   -0 11 57.6
 LJ0408;UTM  14      - 4,529,331.291   390,447.698   MT  0.99974772   -0 51 06.8
 LJ0408
 LJ0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0408!SPC NE       -   0.99987087  x   0.99971269  =   0.99958360
 LJ0408!UTM  14      -   0.99987087  x   0.99974772  =   0.99961862
 LJ0408
 LJ0408:                Primary Azimuth Mark                     Grid Az
 LJ0408:SPC NE       -  GERMAN PRECINCT CHRIST LUTH CH           067 40 04.5
 LJ0408:UTM  14      -  GERMAN PRECINCT CHRIST LUTH CH           068 19 13.7
 LJ0408
 LJ0408|---------------------------------------------------------------------|
 LJ0408| PID    Reference Object                     Distance      Geod. Az  |
 LJ0408|                                                           dddmmss.s |
 LJ0408| LJ0377 GERMAN PRECINCT CHRIST LUTH CH      APPROX.15.7 KM 0672806.9 |
 LJ0408| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX.12.3 KM 0741537.4 |
 LJ0408| CN7760 ATKINSON RM 1                         6.803 METERS 15610     |
 LJ0408| CN7761 ATKINSON RM 2                        31.843 METERS 28256     |
 LJ0408| MM0375 BRADY MUNICIPAL TANK                APPROX.13.8 KM 3375028.6 |
 LJ0408| CN7759 ATKINSON AZ MK                                     3565343.0 |
 LJ0408|---------------------------------------------------------------------|
 LJ0408
 LJ0408                          SUPERSEDED SURVEY CONTROL
 LJ0408
 LJ0408  NAD 83(1986)-  40 54 27.91671(N)    100 18 02.85553(W) AD(       ) 3
 LJ0408  NAD 27      -  40 54 27.89015(N)    100 18 01.38336(W) AD(       ) 3
 LJ0408
 LJ0408.Superseded values are not recommended for survey control.
 LJ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0408.See file dsdata.txt to determine how the superseded data were derived.
 LJ0408
 LJ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9044829331(NAD 83)
 LJ0408_MARKER: DS = TRIANGULATION STATION DISK
 LJ0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0408
 LJ0408  HISTORY     - Date     Condition        Report By
 LJ0408  HISTORY     - 1951     MONUMENTED       CGS
 LJ0408  HISTORY     - 1967     GOOD             NEDR
 LJ0408
 LJ0408                          STATION DESCRIPTION
 LJ0408
 LJ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0408'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHWEST OF BRADY,
 LJ0408'8.0 MILES WEST-SOUTHWEST OF GOTHENBURG AND AT THE SUMMIT
 LJ0408'OF THE MOST NORTHERLY HILL OF A GROUP OF HILLS.  IT IS 103.0 FEET
 LJ0408'EAST OF A NORTH-SOUTH FENCE LINE AND 4.0 FEET SOUTH OF A WITNESS
 LJ0408'POST.  IT PROJECTS 3 INCHES AND IS STAMPED ATKINSON 1951.
 LJ0408'
 LJ0408'REFERENCE MARK NO. 1 IS ON THE SAME LEVEL AS THE STATION.
 LJ0408'IT PROJECTS 5 INCHES AND IS STAMPED ATKINSON NO 1 1951.
 LJ0408'
 LJ0408'REFERENCE MARK NO. 2 IS ABOUT 12.0 FEET BELOW THE LEVEL OF
 LJ0408'THE STATION AND SET IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 LJ0408'5 INCHES AND IS STAMPED ATKINSON NO 2 1951.
 LJ0408'
 LJ0408'THE AZIMUTH MARK IS 41.0 FEET NORTHWEST OF THE CENTER OF A
 LJ0408'CROSSROAD INTERSECTION, 7.0 FEET EAST OF A FENCE CORNER, 2.0
 LJ0408'FEET SOUTH OF A TELEPHONE POLE AND 2.0 FEET SOUTHEAST OF A
 LJ0408'WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED ATKINSON
 LJ0408'1951.
 LJ0408'
 LJ0408'TO REACH THE STATION FROM THE DEPOT IN GOTHENBURG, GO SOUTH
 LJ0408'ON STATE HIGHWAY 47 FOR 1.6 MILES TO A T ROAD WEST.  TURN
 LJ0408'RIGHT, WEST, ON A GRAVELED ROAD FOR 4.85 MILES TO A CROSSROAD,
 LJ0408'TURN RIGHT, NORTH, ON A GRAVELED ROAD FOR 1.0 MILE TO A
 LJ0408'CROSSROAD.  TURN LEFT, WEST, ON A GRAVELED ROAD FOR 2.0 MILES
 LJ0408'TO A CROSSROAD AND THE AZIMUTH MARK AS DESCRIBED.  TURN LEFT,
 LJ0408'SOUTH, ON A GRADED ROAD FOR 0.45 MILE TO WHERE ROAD TURNS
 LJ0408'WEST TOWARD A FARM YARD.  CONTINUE SOUTH ABOUT 200 YARDS
 LJ0408'TO A GATE AT A FENCE CORNER AND A WINDMILL ON THE LEFT.  PASS
 LJ0408'THROUGH THE GATE AND GO SOUTH ALONG THE EAST SIDE OF A
 LJ0408'NORTH-SOUTH FENCE LINE FOR 0.15 MILE TO THE SUMMIT OF THE HILL
 LJ0408'AND THE STATION AS DESCRIBED.
 LJ0408
 LJ0408                          STATION RECOVERY (1967)
 LJ0408
 LJ0408'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 LJ0408'STATION, AZIMUTH MARK, R.M. NO. 1 AND R.M. NO. 2 WERE FOUND
 LJ0408'TO BE IN GOOD CONDITION AS DESCRIBED.
 LJ0408'
 LJ0408'TO REACH IS ADEQUATE.  ROAD TO AZIMUTH MARK IS NOW OIL MAT
 LJ0408'IN PLACE OF GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0707 ***********************************************************************
 NN0707  DESIGNATION -  ATKINSON
 NN0707  PID         -  NN0707
 NN0707  STATE/COUNTY-  NE/HOLT
 NN0707  USGS QUAD   -  ATKINSON (1974)
 NN0707
 NN0707                         *CURRENT SURVEY CONTROL
 NN0707  ___________________________________________________________________
 NN0707* NAD 83(1995)-  42 34 49.33002(N)    098 56 44.86330(W)     ADJUSTED  
 NN0707* NAVD 88     -       647.     (meters)    2123.     (feet)  SCALED    
 NN0707  ___________________________________________________________________
 NN0707  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 NN0707  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 NN0707
 NN0707  HORZ ORDER  -  SECOND
 NN0707
 NN0707.The horizontal coordinates were established by classical geodetic methods
 NN0707.and adjusted by the National Geodetic Survey in August 1997..
 NN0707
 NN0707.The orthometric height was scaled from a topographic map.
 NN0707
 NN0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0707
 NN0707.The geoid height was determined by GEOID03.
 NN0707
 NN0707;                    North         East     Units Scale Factor Converg.
 NN0707;SPC NE       -   305,536.640   586,527.073   MT  0.99983474   +0 41 55.0
 NN0707;UTM  14      - 4,714,218.675   504,448.077   MT  0.99960024   +0 02 12.0
 NN0707
 NN0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0707!SPC NE       -   0.99990231  x   0.99983474  =   0.99973706
 NN0707!UTM  14      -   0.99990231  x   0.99960024  =   0.99950258
 NN0707
 NN0707|---------------------------------------------------------------------|
 NN0707| PID    Reference Object                     Distance      Geod. Az  |
 NN0707|                                                           dddmmss.s |
 NN0707| CO2112 ATKINSON RM 1                        18.481 METERS 04105     |
 NN0707| NN0708 ATKINSON MUNICIPAL TANK             APPROX. 5.9 KM 2060828.9 |
 NN0707| CO2113 ATKINSON RM 2                        21.361 METERS 30826     |
 NN0707| CO2111 ATKINSON AZ MK                                     3174506.6 |
 NN0707|---------------------------------------------------------------------|
 NN0707
 NN0707                          SUPERSEDED SURVEY CONTROL
 NN0707
 NN0707  NAD 83(1986)-  42 34 49.33613(N)    098 56 44.87085(W) AD(       ) 2
 NN0707  NAD 27      -  42 34 49.32900(N)    098 56 43.52600(W) AD(       ) 2
 NN0707
 NN0707.Superseded values are not recommended for survey control.
 NN0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0707.See file dsdata.txt to determine how the superseded data were derived.
 NN0707
 NN0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0444814219(NAD 83)
 NN0707_MARKER: DS = TRIANGULATION STATION DISK
 NN0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0707
 NN0707  HISTORY     - Date     Condition        Report By
 NN0707  HISTORY     - 1949     MONUMENTED       CGS
 NN0707
 NN0707                          STATION DESCRIPTION
 NN0707
 NN0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0707'THE STATION IS LOCATED ABOUT 3-1/4 MILES NORTH AND 1-1/2
 NN0707'MILES EAST OF ATKINSON ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST
 NN0707'SECTION LINE ROAD.  IT IS 23 FEET SOUTH OF THE CENTER OF
 NN0707'EAST-WEST ROAD, 14-1/2 FEET EAST OF WITNESS POST AND 1 FOOT
 NN0707'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED ATKINSON 1949
 NN0707'AND PROJECTS 2 INCHES.
 NN0707'
 NN0707'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 21 FEET
 NN0707'NORTH OF THE CENTER OF EAST-WEST SECTION LINE ROAD AND 1 FOOT
 NN0707'NORTH OF FENCE LINE.  IT IS STAMPED ATKINSON NO 1 1949 AND
 NN0707'PROJECTS 4 INCHES.
 NN0707'
 NN0707'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 20 FEET NORTH
 NN0707'OF THE CENTER OF EAST-WEST SECTION LINE ROAD AND 1 FOOT
 NN0707'SOUTH OF FENCE LINE.  IT IS STAMPED ATKINSON NO 2 1949 AND
 NN0707'PROJECTS 2 INCHES.
 NN0707'
 NN0707'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION,
 NN0707'30 FEET EAST OF THE CENTER OF NORTH-SOUTH SECTION LINE ROAD,
 NN0707'6 FEET NORTH OF WITNESS POST AND 1 FOOT SOUTH OF THE SOUTH
 NN0707'END OF WIRE GATE INTO FIELD.  IT IS STAMPED ATKINSON 1949
 NN0707'AND PROJECTS 2 INCHES.
 NN0707'
 NN0707'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO
 NN0707'20 AND STATE ROUTE NO 11 JUST SOUTH OF THE FORD GARAGE IN
 NN0707'THE SOUTHEAST EDGE OF ATKINSON, GO NORTH ON STATE ROUTE NO 11
 NN0707'FOR 2.5 MILES TO CROSSROAD, TURN RIGHT AND GO EAST ON SECTION
 NN0707'LINE ROAD FOR 1.0 MILE TO CROSSROAD, TURN LEFT AND GO NORTH
 NN0707'ON SECTION LINE ROAD FOR 1.0 MILE TO CROSSROAD, (CONTINUE
 NN0707'STRAIGHT AHEAD NORTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 NN0707'EAST SIDE AS DESCRIBED), TURN RIGHT AND GO EAST ON SECTION
 NN0707'LINE ROAD FOR 0.3 MILE TO THE STATION ON THE SOUTH SIDE AS
 NN0707'DESCRIBED.
 NN0707'
 NN0707'AN 87 FOOT SIGNAL AT STATION PLEASANT IS VISIBLE AT 4 FEET
 NN0707'
 NN0707'AN 87 FOOT SIGNAL AT STATION EMMET IS VISIBLE AT 4 FEET
 NN0707'
 NN0707'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 4 FEET
 NN0707'
 NN0707'A 74 FOOT SIGNAL AT STATION TINDALL IS VISIBLE AT 37 FEET
 NN0707'
 NN0707'A 4 FOOT SIGNAL AT STATION KRYSL IS VISIBLE AT 37 FEET
 NN0707'
 NN0707'A 74 FOOT SIGNAL AT STATION FLIGHT IS VISIBLE AT 50 FEET
 NN0707'
 NN0707'A 74 FOOT SIGNAL AT STATION STUART IS VISIBLE AT 37 FEET
 NN0707'
 NN0707'A 74 FOOT SIGNAL AT STATION BEAVER IS VISIBLE AT 4 FEET
 NN0707'
 NN0707'A 4 FOOT SIGNAL AT STATION BECK IS VISIBLE AT 4 FEET
 NN0707'
 NN0707'A 74 FOOT SIGNAL AT STATION SARATOGA 1940 IS VISIBLE AT 4
 NN0707'FEET
 NN0707'
 NN0707'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0708 ***********************************************************************
 NN0708  DESIGNATION -  ATKINSON MUNICIPAL TANK
 NN0708  PID         -  NN0708
 NN0708  STATE/COUNTY-  NE/HOLT
 NN0708  USGS QUAD   -  ATKINSON (1974)
 NN0708
 NN0708                         *CURRENT SURVEY CONTROL
 NN0708  ___________________________________________________________________
 NN0708* NAD 83(1995)-  42 31 58.65966(N)    098 58 38.11063(W)     ADJUSTED  
 NN0708* NAVD 88     -                                                        
 NN0708  ___________________________________________________________________
 NN0708  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 NN0708  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 NN0708
 NN0708  HORZ ORDER  -  THIRD
 NN0708
 NN0708.The horizontal coordinates were established by classical geodetic methods
 NN0708.and adjusted by the National Geodetic Survey in August 1997..
 NN0708
 NN0708
 NN0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0708
 NN0708.The geoid height was determined by GEOID03.
 NN0708
 NN0708;                    North         East     Units Scale Factor Converg.
 NN0708;SPC NE       -   300,240.583   584,007.502   MT  0.99981950   +0 40 40.0
 NN0708;UTM  14      - 4,708,953.285   501,868.055   MT  0.99960004   +0 00 55.4
 NN0708
 NN0708                          SUPERSEDED SURVEY CONTROL
 NN0708
 NN0708  NAD 83(1986)-  42 31 58.66391(N)    098 58 38.11900(W) AD(       ) 4
 NN0708  NAD 27      -  42 31 58.65300(N)    098 58 36.77100(W) AD(       ) 3
 NN0708
 NN0708.Superseded values are not recommended for survey control.
 NN0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0708.See file dsdata.txt to determine how the superseded data were derived.
 NN0708
 NN0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0186808953(NAD 83)
 NN0708_MARKER: 53 = ELEVATED TANK
 NN0708
 NN0708  HISTORY     - Date     Condition        Report By
 NN0708  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0708  HISTORY     - 1949     GOOD             CGS
 NN0708
 NN0708                          STATION DESCRIPTION
 NN0708
 NN0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0708'POINT OBSERVED UPON WAS FINIAL OF WATER TANK, PROBABLY MUNICIPAL.
 NN0708'STATION WAS NOT VISITED.
 NN0708'
 NN0708'OBSERVED UPON FROM STATIONS NEWPORT, LAY, SELDEN, AND BLAINE.
 NN0708
 NN0708                          STATION RECOVERY (1949)
 NN0708
 NN0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0708'THE STATION IS LOCATED IN THE TOWN OF ATKINSON, TWO BLOCKS
 NN0708'NORTH-NORTHEAST OF THE CENTER OF THE BUSINESS DISTRICT, 0.5
 NN0708'MILE EAST OF A PAVED STREET, 76 FEET NORTH OF THE CENTER OF A
 NN0708'GRADED STREET, 57 FEET WEST OF THE CENTER OF A GRADED STREET,
 NN0708'AND 55 FEET SOUTH OF THE CENTER OF A GRADED STREET.
 NN0708'
 NN0708'TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL ROOF WITH
 NN0708'A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR LEGGED STEEL
 NN0708'TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT 100 FEET.
 NN0708'
 NN0708'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1013 ***********************************************************************
 LH1013  DESIGNATION -  ATLANTA
 LH1013  PID         -  LH1013
 LH1013  STATE/COUNTY-  NE/PHELPS
 LH1013  USGS QUAD   -  MASCOT (1958)
 LH1013
 LH1013                         *CURRENT SURVEY CONTROL
 LH1013  ___________________________________________________________________
 LH1013* NAD 83(1995)-  40 21 24.36005(N)    099 30 12.84596(W)     ADJUSTED  
 LH1013* NAVD 88     -       728.     (meters)    2388.     (feet)  SCALED    
 LH1013  ___________________________________________________________________
 LH1013  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LH1013  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 LH1013
 LH1013  HORZ ORDER  -  THIRD
 LH1013
 LH1013.The horizontal coordinates were established by classical geodetic methods
 LH1013.and adjusted by the National Geodetic Survey in August 1997..
 LH1013
 LH1013.The orthometric height was scaled from a topographic map.
 LH1013
 LH1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1013
 LH1013.The geoid height was determined by GEOID03.
 LH1013
 LH1013;                    North         East     Units Scale Factor Converg.
 LH1013;SPC NE       -    58,239.017   542,164.539   MT  0.99985773   +0 19 44.3
 LH1013;UTM  14      - 4,467,477.734   457,240.008   MT  0.99962251   -0 19 33.9
 LH1013
 LH1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1013!SPC NE       -   0.99988966  x   0.99985773  =   0.99974741
 LH1013!UTM  14      -   0.99988966  x   0.99962251  =   0.99951221
 LH1013
 LH1013:                Primary Azimuth Mark                     Grid Az
 LH1013:SPC NE       -  ATLANTA PRISON CAMP WATER TWR            046 28 57.1
 LH1013:UTM  14      -  ATLANTA PRISON CAMP WATER TWR            047 08 15.3
 LH1013
 LH1013|---------------------------------------------------------------------|
 LH1013| PID    Reference Object                     Distance      Geod. Az  |
 LH1013|                                                           dddmmss.s |
 LH1013| LH1376 ATLANTA PRISON CAMP WATER TWR       APPROX. 5.3 KM 0464841.4 |
 LH1013| LH1562 ATLANTA RM 1                         13.609 METERS 06334     |
 LH1013| LH1563 ATLANTA RM 2                         30.648 METERS 15410     |
 LH1013| LH1015 OXFORD MUNICIPAL TANK               APPROX.15.9 KM 2234647.4 |
 LH1013| LH1561 ATLANTA AZ MK                                      2393657.4 |
 LH1013| LH1527 ATLANTA 2                            29.050 METERS 30847     |
 LH1013|---------------------------------------------------------------------|
 LH1013
 LH1013                          SUPERSEDED SURVEY CONTROL
 LH1013
 LH1013  NAD 83(1986)-  40 21 24.36509(N)    099 30 12.84720(W) AD(       ) 3
 LH1013  NAD 27      -  40 21 24.32900(N)    099 30 11.46400(W) AD(       ) 3
 LH1013
 LH1013.Superseded values are not recommended for survey control.
 LH1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1013.See file dsdata.txt to determine how the superseded data were derived.
 LH1013
 LH1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5724067478(NAD 83)
 LH1013_MARKER: DS = TRIANGULATION STATION DISK
 LH1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1013_SP_SET: CONCRETE POST
 LH1013_STAMPING: ATLANTA 1951
 LH1013_MARK LOGO: CGS   
 LH1013_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1013+STABILITY: SURFACE MOTION
 LH1013
 LH1013  HISTORY     - Date     Condition        Report By
 LH1013  HISTORY     - 1951     MONUMENTED       CGS
 LH1013  HISTORY     - 1951     GOOD             CGS
 LH1013  HISTORY     - 19830504 SEE DESCRIPTION  NGS
 LH1013
 LH1013                          STATION DESCRIPTION
 LH1013
 LH1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1013'THE STATION IS LOCATED 1.8 MILES SOUTHWEST OF THE RAILROAD
 LH1013'STATION IN ATLANTA ON THE RIGHT-OF-WAY OF U.S. HIGHWAYS 6
 LH1013'AND 34.  IT IS 51 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LH1013'ON THE NORTH BANK OF A CUT IN THE GRADE, 4 FEET SOUTH OF AN
 LH1013'EAST-WEST FENCE LINE, 5 FEET WEST-SOUTHWEST OF A WITNESS
 LH1013'POST AND 4 FEET WEST OF A RIGHT-OF-WAY MARKER.  IT IS STAMPED
 LH1013'ATLANTA 1951 AND PROJECTS 6 INCHES.
 LH1013'
 LH1013'REFERENCE MARK NO. 1 IS 55 FEET NORTH OF THE CENTERLINE OF THE
 LH1013'HIGHWAYS AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1013'STAMPED ATLANTA NO 1 1951 AND PROJECTS 2 INCHES.
 LH1013'
 LH1013'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF THE CENTERLINE OF THE
 LH1013'HIGHWAYS, ON THE SOUTH BANK OF THE CUT IN GRADE, 2 FEET NORTH
 LH1013'OF AN EAST-WEST FENCE LINE AND 2 FEET WEST OF A RIGHT-OF-WAY
 LH1013'MARKER.  IT IS STAMPED ATLANTA NO 2 1951 AND PROJECTS 4 INCHES.
 LH1013'
 LH1013'THE AZIMUTH MARK IS ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY
 LH1013'AND ON THE NORTH BANK OF THE RIGHT-OF-WAY.  IT IS 56 FEET
 LH1013'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET EAST OF A
 LH1013'RIGHT-OF-WAY MARKER.  IT IS STAMPED ATLANTA 1951 AND PROJECTS
 LH1013'2 INCHES.
 LH1013'
 LH1013'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 LH1013'THE HIGHWAY FOR 0.6 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LH1013'
 LH1013'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LH1013
 LH1013                          STATION RECOVERY (1951)
 LH1013
 LH1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1013'RECOVERED IN GOOD CONDITION.
 LH1013
 LH1013                          STATION RECOVERY (1983)
 LH1013
 LH1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1013'THE SURFACE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 LH1013'CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED AND REFERENCE MARK 2
 LH1013'WAS NOT FOUND.  THE STATION MARKS AND AZIMUTH MARK WILL BE DESTROYED
 LH1013'BY HIGHWAY CONSTRUCTION, THEREFORE, STATION--ATLANTA 2--WAS
 LH1013'ESTABLISHED NEARBY.
 LH1013'A CHECK ANGLE WAS OBTAINED BETWEEN THE OXFORD MUNICIPAL TANK AND THE
 LH1013'AZIMUTH MARK.
 LH1013'FOR FURTHER DETAILS SEE THE DESCRIPTION TO STATION ATLANTA 2 AND ITS
 LH1013'PERIPHERAL MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1527 ***********************************************************************
 LH1527  DESIGNATION -  ATLANTA 2
 LH1527  PID         -  LH1527
 LH1527  STATE/COUNTY-  NE/PHELPS
 LH1527  USGS QUAD   -  MASCOT (1958)
 LH1527
 LH1527                         *CURRENT SURVEY CONTROL
 LH1527  ___________________________________________________________________
 LH1527* NAD 83(1995)-  40 21 24.95006(N)    099 30 13.80554(W)     ADJUSTED  
 LH1527* NAVD 88     -       728.     (meters)    2388.     (feet)  SCALED    
 LH1527  ___________________________________________________________________
 LH1527  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LH1527  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 LH1527
 LH1527  HORZ ORDER  -  THIRD
 LH1527
 LH1527.The horizontal coordinates were established by classical geodetic methods
 LH1527.and adjusted by the National Geodetic Survey in August 1997..
 LH1527
 LH1527.The orthometric height was scaled from a topographic map.
 LH1527
 LH1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1527
 LH1527.The geoid height was determined by GEOID03.
 LH1527
 LH1527;                    North         East     Units Scale Factor Converg.
 LH1527;SPC NE       -    58,257.083   542,141.796   MT  0.99985768   +0 19 43.7
 LH1527;UTM  14      - 4,467,496.055   457,217.478   MT  0.99962253   -0 19 34.5
 LH1527
 LH1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1527!SPC NE       -   0.99988973  x   0.99985768  =   0.99974743
 LH1527!UTM  14      -   0.99988973  x   0.99962253  =   0.99951230
 LH1527
 LH1527|---------------------------------------------------------------------|
 LH1527| PID    Reference Object                     Distance      Geod. Az  |
 LH1527|                                                           dddmmss.s |
 LH1527| LH1013 ATLANTA                              29.050 METERS 12847     |
 LH1527| LH1015 OXFORD MUNICIPAL TANK               APPROX.15.9 KM 2234031.9 |
 LH1527| LH1528 ATLANTA 2 AZ MK                     APPROX. 1.2 KM 2340433.1 |
 LH1527| LH1559 ATLANTA 2 RM 3                        9.408 METERS 25259     |
 LH1527| LH1560 ATLANTA 2 RM 4                       13.675 METERS 31220     |
 LH1527|---------------------------------------------------------------------|
 LH1527
 LH1527                          SUPERSEDED SURVEY CONTROL
 LH1527
 LH1527  NAD 83(1986)-  40 21 24.95504(N)    099 30 13.80668(W) AD(       ) 3
 LH1527
 LH1527.Superseded values are not recommended for survey control.
 LH1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1527.See file dsdata.txt to determine how the superseded data were derived.
 LH1527
 LH1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5721767496(NAD 83)
 LH1527_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1527_SP_SET: CONCRETE POST
 LH1527_STAMPING: ATLANTA 2 1983
 LH1527_MARK LOGO: NGS   
 LH1527_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1527+STABILITY: SURFACE MOTION
 LH1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1527+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LH1527
 LH1527  HISTORY     - Date     Condition        Report By
 LH1527  HISTORY     - 1983     MONUMENTED       NGS
 LH1527
 LH1527                          STATION DESCRIPTION
 LH1527
 LH1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1527'THE STATION IS LOCATED ABOUT 15.9 KM (9.9 MI) NORTHEAST FROM OXFORD,
 LH1527'2.9 KM (1.8 MI) WEST-SOUTHWEST FROM ATLANTA AND ON THE NORTH
 LH1527'RIGHT-OF-WAY OF U.S. HIGHWAY 6,34.
 LH1527'TO REACH FROM THE POST OFFICE IN ATLANTA, GO SOUTH ON A GRADED STREET
 LH1527'FOR 0.16 KM (0.10 MI) TO U.S. HIGHWAY 6,34.  TURN RIGHT AND GO
 LH1527'SOUHTWEST AND WEST ON THE HIGHWAY FOR 2.9 KM (1.8 MI) TO THE STATION
 LH1527'ON THE RIGHT, ATOP A CUTBANK.
 LH1527'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1527'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.2 M
 LH1527'(3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 41.5 M (136.2 FT)
 LH1527'NORTH-NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 2.7 M (8.9 FT)
 LH1527'EAST FROM A FENCE AND 0.58 M (1.90 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1528 ***********************************************************************
 LH1528  DESIGNATION -  ATLANTA 2 AZ MK
 LH1528  PID         -  LH1528
 LH1528  STATE/COUNTY-  NE/PHELPS
 LH1528  USGS QUAD   -  MASCOT (1958)
 LH1528
 LH1528                         *CURRENT SURVEY CONTROL
 LH1528  ___________________________________________________________________
 LH1528* NAD 83(1995)-  40 21 02.05565(N)    099 30 55.10388(W)     ADJUSTED  
 LH1528* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 LH1528  ___________________________________________________________________
 LH1528  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 LH1528  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 LH1528
 LH1528  HORZ ORDER  -  THIRD
 LH1528
 LH1528.The horizontal coordinates were established by classical geodetic methods
 LH1528.and adjusted by the National Geodetic Survey in August 1997..
 LH1528
 LH1528.The orthometric height was scaled from a topographic map.
 LH1528
 LH1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1528
 LH1528.The geoid height was determined by GEOID03.
 LH1528
 LH1528;                    North         East     Units Scale Factor Converg.
 LH1528;SPC NE       -    57,545.493   541,171.410   MT  0.99985988   +0 19 16.3
 LH1528;UTM  14      - 4,466,795.768   456,239.252   MT  0.99962357   -0 20 01.1
 LH1528
 LH1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1528!SPC NE       -   0.99989270  x   0.99985988  =   0.99975259
 LH1528!UTM  14      -   0.99989270  x   0.99962357  =   0.99951631
 LH1528
 LH1528                          SUPERSEDED SURVEY CONTROL
 LH1528
 LH1528  NAD 83(1986)-  40 21 02.06072(N)    099 30 55.10500(W) AD(       ) 3
 LH1528
 LH1528.Superseded values are not recommended for survey control.
 LH1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1528.See file dsdata.txt to determine how the superseded data were derived.
 LH1528
 LH1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5623966796(NAD 83)
 LH1528_MARKER: DZ = AZIMUTH MARK DISK
 LH1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1528_SP_SET: CONCRETE POST
 LH1528_STAMPING: ATLANTA 2 1983
 LH1528_MARK LOGO: NGS   
 LH1528_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1528+STABILITY: SURFACE MOTION
 LH1528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1528+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LH1528
 LH1528  HISTORY     - Date     Condition        Report By
 LH1528  HISTORY     - 1983     MONUMENTED       NGS
 LH1528
 LH1528                          STATION DESCRIPTION
 LH1528
 LH1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1528'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) NORTHEAST FROM OXFORD,
 LH1528'4.1 KM (2.5 MI) WEST-SOUTHWEST FROM ATLANTA AND ON THE EAST
 LH1528'RIGHT-OF-WAY OF U.S. HIGHWAY 6, 34.
 LH1528'TO REACH FROM THE POST OFFICE IN ATLANTA, GO SOUTH ON A GRADED STREET
 LH1528'FOR 0.16 KM (0.10 MI) TO U.S. HIGHWAY 6, 34.  TURN RIGHT AND GO WEST
 LH1528'AND SOUTHWESTERLY ON THE HIGHWAY FOR 4.10 KM (2.55 MI) TO THE MARK ON
 LH1528'THE LEFT.
 LH1528'THE SURFACE DISK IS SET INT THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1528'FLUSH WITH THE THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED
 LH1528'1.1 M (3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 22.7 M
 LH1528'(74.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 0.51 M
 LH1528'(1.67 FT) NORTHWEST FROM A FENCE AND 0.5 M (1.6 FT) SOUTHWEST FROM A
 LH1528'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1376 ***********************************************************************
 LH1376  DESIGNATION -  ATLANTA PRISON CAMP WATER TWR
 LH1376  PID         -  LH1376
 LH1376  STATE/COUNTY-  NE/PHELPS
 LH1376  USGS QUAD   -  HOLDREGE WEST (1970)
 LH1376
 LH1376                         *CURRENT SURVEY CONTROL
 LH1376  ___________________________________________________________________
 LH1376* NAD 83(1995)-  40 23 22.57208(N)    099 27 28.10308(W)     ADJUSTED  
 LH1376* NAVD 88     -                                                        
 LH1376  ___________________________________________________________________
 LH1376  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 LH1376  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 LH1376
 LH1376  HORZ ORDER  -  THIRD
 LH1376
 LH1376.The horizontal coordinates were established by classical geodetic methods
 LH1376.and adjusted by the National Geodetic Survey in August 1997..
 LH1376
 LH1376
 LH1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1376
 LH1376.The geoid height was determined by GEOID03.
 LH1376
 LH1376;                    North         East     Units Scale Factor Converg.
 LH1376;SPC NE       -    61,907.996   546,028.426   MT  0.99984654   +0 21 33.5
 LH1376;UTM  14      - 4,471,101.428   461,144.714   MT  0.99961858   -0 17 48.0
 LH1376
 LH1376                          SUPERSEDED SURVEY CONTROL
 LH1376
 LH1376  NAD 83(1986)-  40 23 22.57725(N)    099 27 28.10381(W) AD(       ) 4
 LH1376  NAD 27      -  40 23 22.54200(N)    099 27 26.72600(W) AD(       ) 3
 LH1376
 LH1376.Superseded values are not recommended for survey control.
 LH1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1376.See file dsdata.txt to determine how the superseded data were derived.
 LH1376
 LH1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6114571101(NAD 83)
 LH1376_MARKER: 54 = WATER TOWER
 LH1376
 LH1376  HISTORY     - Date     Condition        Report By
 LH1376  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1376
 LH1376                          STATION DESCRIPTION
 LH1376
 LH1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1376'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF ATLANTA.
 LH1376'IT IS A CYLINDRICAL CONCRETE STRUCTURE 32 FEET IN DIAMETER
 LH1376'AND 130 FEET IN HEIGHT.  THE POINT OBSERVED UPON WAS THE
 LH1376'CENTER AND TOP OF THE WATER TOWER.
 LH1376'
 LH1376'TO REACH THE STATION FROM THE RAILROAD STATION IN ATLANTA, GO
 LH1376'NORTHEAST ON U.S. HIGHWAYS FOR 1.5 MILES, TURN LEFT AND GO
 LH1376'NORTHERLY FOR 0.5 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0492 ***********************************************************************
 LF0492  DESIGNATION -  AUBURN
 LF0492  PID         -  LF0492
 LF0492  STATE/COUNTY-  NE/NEMAHA
 LF0492  USGS QUAD   -  AUBURN (1966)
 LF0492
 LF0492                         *CURRENT SURVEY CONTROL
 LF0492  ___________________________________________________________________
 LF0492* NAD 83(1995)-  40 22 52.49731(N)    095 51 02.14158(W)     ADJUSTED  
 LF0492* NAVD 88     -       339.156  (meters)    1112.71   (feet)  ADJUSTED  
 LF0492  ___________________________________________________________________
 LF0492  LAPLACE CORR-          -6.86  (seconds)                    DEFLEC99
 LF0492  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LF0492  DYNAMIC HT  -         338.975 (meters)    1112.12  (feet)  COMP
 LF0492  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 LF0492
 LF0492  HORZ ORDER  -  FIRST
 LF0492  VERT ORDER  -  SECOND    CLASS 0
 LF0492
 LF0492.The horizontal coordinates were established by classical geodetic methods
 LF0492.and adjusted by the National Geodetic Survey in August 1997..
 LF0492
 LF0492.The orthometric height was determined by differential leveling
 LF0492.and adjusted by the National Geodetic Survey in June 1991..
 LF0492
 LF0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0492
 LF0492.The geoid height was determined by GEOID03.
 LF0492
 LF0492.The dynamic height is computed by dividing the NAVD 88
 LF0492.geopotential number by the normal gravity value computed on the
 LF0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0492.degrees latitude (g = 980.6199 gals.).
 LF0492
 LF0492.The modeled gravity was interpolated from observed gravity values.
 LF0492
 LF0492;                    North         East     Units Scale Factor Converg.
 LF0492;SPC NE       -    69,288.556   852,166.936   MT  0.99984936   +2 44 59.3
 LF0492;UTM  15      - 4,473,975.237   258,016.497   MT  1.00032086   -1 50 51.8
 LF0492
 LF0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0492!SPC NE       -   0.99995144  x   0.99984936  =   0.99980081
 LF0492!UTM  15      -   0.99995144  x   1.00032086  =   1.00027229
 LF0492
 LF0492:                Primary Azimuth Mark                     Grid Az
 LF0492:SPC NE       -  PERU MUNICIPAL TANK                      040 39 43.8
 LF0492:UTM  15      -  PERU MUNICIPAL TANK                      045 15 34.9
 LF0492
 LF0492|---------------------------------------------------------------------|
 LF0492| PID    Reference Object                     Distance      Geod. Az  |
 LF0492|                                                           dddmmss.s |
 LF0492| LF1367 PERU MUNICIPAL TANK                 APPROX.14.3 KM 0432443.1 |
 LF0492| LF0493 AUBURN RM 1                          39.837 METERS 05841     |
 LF0492| CL6787 AUBURN RM 3                          14.791 METERS 08114     |
 LF0492| LF1389 AUBURN ST JOSEPHS CATH CHURCH       APPROX. 0.6 KM 0865927.2 |
 LF0492| LF1388 AUBURN MUNICIPAL STANDPIPE           11.224 METERS 13028     |
 LF0492| LF1394 HICKORY GROVE LUTHERAN CHURCH       APPROX. 7.0 KM 2662656.3 |
 LF0492| CL6788 AUBURN RM 4                          10.688 METERS 28036     |
 LF0492| LF1393 JOHNSON MUNICIPAL TANK              APPROX.12.9 KM 2860107.2 |
 LF0492| LF0494 AUBURN RM 2                          39.191 METERS 30236     |
 LF0492| CL6784 AUBURN AZ MK                                       3331230.7 |
 LF0492| LF1414 PAUL ST JOSEPHS CATH CH SPIRE       APPROX.23.3 KM 3420709.2 |
 LF0492| CL6786 AUBURN AZ MK 3                                     3475625.7 |
 LF0492| CL6785 AUBURN AZ MK 2                                     3482039.8 |
 LF0492|---------------------------------------------------------------------|
 LF0492
 LF0492                          SUPERSEDED SURVEY CONTROL
 LF0492
 LF0492  NAD 83(1986)-  40 22 52.50437(N)    095 51 02.13716(W) AD(       ) 1
 LF0492  NAD 27      -  40 22 52.49800(N)    095 51 01.14500(W) AD(       ) 1
 LF0492  NGVD 29 (??/??/92)  339.070  (m)         1112.43   (f) ADJ UNCH    2 0
 LF0492
 LF0492.Superseded values are not recommended for survey control.
 LF0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0492.See file dsdata.txt to determine how the superseded data were derived.
 LF0492
 LF0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5801673975(NAD 83)
 LF0492_MARKER: DS = TRIANGULATION STATION DISK
 LF0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0492_STAMPING: AUBURN 1934
 LF0492_MARK LOGO: CGS   
 LF0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0492+STABILITY: SURFACE MOTION
 LF0492
 LF0492  HISTORY     - Date     Condition        Report By
 LF0492  HISTORY     - 1934     MONUMENTED       CGS
 LF0492  HISTORY     - 1947     GOOD             NGS
 LF0492  HISTORY     - 1967     GOOD             CGS
 LF0492  HISTORY     - 1968     GOOD             CGS
 LF0492  HISTORY     - 20041101 GOOD             NEDR
 LF0492  HISTORY     - 20041104 GOOD             NEDR
 LF0492
 LF0492                          STATION DESCRIPTION
 LF0492
 LF0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF0492'STATION IS ON A HIGH HILL JUST SOUTH AND WEST OF AUBURN ON
 LF0492'PROPERTY OWNED BY THE TOWN AND OCCUPIED BY ITS STANDPIPE.  IT IS
 LF0492'IN THE SOUTHWEST QUARTER OF SEC. 21, T. 5 N., R. 14 E., 39.5
 LF0492'FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST DIRT ROAD, 139.1
 LF0492'FEET EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH DIRT ROAD AND
 LF0492'27.9 FEET NORTHWEST OF EDGE OF STANDPIPE.  SURFACE AND
 LF0492'UNDERGROUND MARKS ARE SET AS DESCRIBED.
 LF0492'
 LF0492'TO REACH FROM AUBURN POST OFFICE, GO SOUTH 0.8 MILE ON U.S.
 LF0492'HIGHWAY 75, TURN WEST AND GO 0.6 MILE TO STANDPIPE AND STATION ON
 LF0492'SOUTH.
 LF0492'
 LF0492'REFERENCE MARK NO. 1 IS 130.70 FEET NORTHEAST OF
 LF0492'STATION, 1.0 FOOT SOUTH OF FENCE AND 26.0 FEET NORTH OF CENTERLINE
 LF0492'OF DIRT ROAD.
 LF0492'
 LF0492'REFERENCE MARK NO. 2 IS 128.58 FEET NORTHWEST OF
 LF0492'STATION, 1.0 FOOT SOUTH OF FENCE AND 24.6 FEET NORTH OF
 LF0492'CENTERLINE OF DIRT ROAD.
 LF0492'
 LF0492'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE NORTHWEST OF
 LF0492'STATION, 1.0 FOOT EAST OF NORTH-AND-SOUTH FENCE, 20 FEET WEST OF
 LF0492'A NORTH-AND-SOUTH ROAD AND 375 FEET SOUTH OF STATE HIGHWAY 3.
 LF0492'TO REACH FROM STATION, GO SOUTH 0.2 MILE, TURN WEST, GO 0.35 MILE,
 LF0492'TURN NORTH AND GO 0.95 MILE TO MARK ON LEFT NEAR CEMETERY.  IT
 LF0492'MAY ALSO BE REACHED BY STARTING AT THE NORTHWEST CORNER OF
 LF0492'NEMAHA COUNTY COURTHOUSE SQUARE AND GOING NORTH 0.4 MILE TO
 LF0492'STATE HIGHWAY 3.  TURN LEFT HERE AND GO 0.7 MILE TO CEMETERY.  MARK
 LF0492'IS IN WEST FENCE LINE OF DIRT ROAD 125 YARDS SOUTH OF
 LF0492'SOUTHEAST CORNER OF CEMETERY.
 LF0492'
 LF0492'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 LF0492
 LF0492                          STATION RECOVERY (1947)
 LF0492
 LF0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 LF0492'AT AUBURN.
 LF0492'AT AUBURN, 4 BLOCKS SOUTH ALONG O STREET AND 4 BLOCKS WEST ALONG
 LF0492'TWENTY THIRD STREET FROM THE COURT HOUSE WHICH IS IN THE PART OF
 LF0492'TOWN LOCALLY KNOWN AS SOUTH AUBURN, AT THE CITY WATER STAND PIPE
 LF0492'WHICH IS AT THE TOP OF A HILL, 130.7 FEET SOUTHWEST OF AND ACROSS
 LF0492'TWENTY THIRD STREET FROM AUBURN NO 1, 128.6 FEET SOUTHEAST OF AND
 LF0492'ACROSS TWENTY THIRD STREET FROM AUBURN R.M. 2, 44.0 FEET SOUTH OF
 LF0492'THE CENTER OF TWENTY THIRD STREET, 27.8 FEET NORTHWEST OF THE
 LF0492'NORTHWEST SIDE OF THE CITY WATER STAND PIPE, 1.5 FOOT NORTH OF A
 LF0492'REFERENCE POST, A TRIANGULATION STATION DISK SET IN A CONCRETE POST
 LF0492'ABOUT 3 FEET ABOVE THE STREET AND PROJECTING 0.1 FOOT.
 LF0492
 LF0492                          STATION RECOVERY (1967)
 LF0492
 LF0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LF0492'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LF0492'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 LF0492'CONDITION.  A REQUEST WAS RECEIVED TO MOVED THE REFERENCE MARKS,
 LF0492'THESE MARKS WERE RESET.  THE AZIMUTH MARK WAS NOT VISIBLE FROM
 LF0492'THE GROUND DUE TO A HOUSE THAT HAD BEEN BUILT ON LINE, THIS MARK
 LF0492'WAS LEFT INPLACE AND A NEW AZIMUTH MARK WAS SET.
 LF0492'
 LF0492'FOLLOWING IS A NEW DESCRIPTION.
 LF0492'
 LF0492'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 73, 75,
 LF0492'AND 136 IN AUBURN, GO SOUTH ON U.S. HIGHWAY 73 AND 75 FOR 0.8
 LF0492'MILE TO THE INTERSECTION WITH 23RD STREET.  TURN RIGHT AND GO
 LF0492'WEST ON 23RD STREET FOR 0.6 MILE TO THE AUBURN, MUNICIPAL
 LF0492'STANDPIPE AND THE STATION ON THE LEFT.
 LF0492'
 LF0492'STATION SURFACE MARK, A STANDARD DISK STAMPED AUBURN 1934, IS
 LF0492'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 LF0492'IT IS 61 FEET WEST OF THE CENTER OF A DRIVEWAY, 40 FEET SOUTH
 LF0492'OF THE CENTER OF 23RD STREET, AND 9 FEET NORTHWEST OF THE
 LF0492'NORTHWEST CORNER OF A SMALL WHITE BUILDING.  THE UNDERGROUND MARK
 LF0492'WAS NOT INSPECTED.
 LF0492'
 LF0492'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED AUBURN NO. 3 1934
 LF0492'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 LF0492'INCHES.  IT IS 33 FEET SOUTH OF THE CENTER OF 23RD STREET, 29 FEET
 LF0492'NORTHEAST OF THE NORTHEAST SIDE OF THE STANDPIPE, 13.5 FEET WEST
 LF0492'OF THE CENTER OF THE DRIVEWAY, AND 2 FEET WEST OF A POWERLINE
 LF0492'POLE.
 LF0492'
 LF0492'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED AUBURN NO. 4
 LF0492'1934 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LF0492'PROJECTS 4 INCHES.  IT IS 33 FEET SOUTH OF THE CENTER OF 23RD
 LF0492'STREET AND 2 FEET EAST OF A POWERLINE POLE.
 LF0492'
 LF0492'AZIMUTH MARK, A STANDARD DISK STAMPED AUBURN 1934 AZ. 2 1967, IS
 LF0492'CEMENTED IN A DRILL HOLE IN A CURB AND IS FLUSH WITH THE CURB.  IT
 LF0492'IS ABOUT 0.75 MILE NORTH-NORTHWEST OF THE STATION AT THE NEMAHA
 LF0492'COUNTY HOSPITAL, TO THE SOUTH OF THE CENTER OF THE SOUTH SIDE,
 LF0492'48 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE AMBULANCE
 LF0492'ENTRANCE, 30 FEET SOUTH OF A STREETLIGHT POLE, 20 FEET EAST OF A
 LF0492'FIRE HYDRANT, AND IN THE SOUTH CURB OF THE STREET.
 LF0492'
 LF0492'THE OLD DESCRIPTION TO THE 1934 AZIMUTH MARK IS ADEQUATE FOR
 LF0492'RECOVERY.
 LF0492'
 LF0492'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.6 MILE WEST
 LF0492'OF AUBURN
 LF0492
 LF0492                          STATION RECOVERY (1968)
 LF0492
 LF0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LF0492'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 LF0492'THE 1934 AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1967
 LF0492'DESCRIPTION AND ALL MARKS ARE IN GOOD CONDITION.  THE AZIMUTH
 LF0492'MARK 2 1967 WAS IN THE WAY OF CONSTRUCTION OF A NEW WING WHICH IS
 LF0492'BEING BUILT ON THE SOUTH SIDE OF THE NEMAHA COUNTY HOSPITAL, AND
 LF0492'HAD TO BE DESTROYED.
 LF0492'
 LF0492'A NEW AZIMUTH MARK WAS SET.
 LF0492'
 LF0492'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK.
 LF0492'
 LF0492'AZIMUTH MARK, A STANDARD DISK STAMPED AUBURN 1934 NO. 3 1968,
 LF0492'IS CEMENTED IN A DRILL HOLE IN A CONCRETE DRIVE AT THE SOUTH SIDE
 LF0492'OF THE HOSPITAL.  IT IS 105.5 FEET SOUTHEAST OF THE SOUTHWEST
 LF0492'CORNER OF THE NEMAHA COUNTY HOSPITAL, 47 FEET SOUTH-SOUTHEAST OF
 LF0492'THE SOUTHWEST CORNER OF THE AMBULANCE ENTRANCE, 6.5 FEET
 LF0492'WEST-NORTHWEST OF A FIRE HYDRANT, 4.5 FEET EAST OF THE EAST EDGE
 LF0492'OF A DRIVEWAY LEADING TO THE AMBULANCE ENTRANCE, 0.35 FEET NORTH OF
 LF0492'THE NORTH EDGE OF A DRIVE, AND ABOUT 0.75 MILE NORTH OF THE
 LF0492'STATION AND THE HOSPITAL IS IN THE NORTHWEST PART OF AUBURN.
 LF0492'
 LF0492'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 0.6 MILE WEST
 LF0492'OF AUBURN.
 LF0492
 LF0492                          STATION RECOVERY (2004)
 LF0492
 LF0492'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 LF0492'FROM THE INTERSECTION OF HIGHWAY 75 AND HIGHWAY 136 IN AUBURN, GO
 LF0492'SOUTH ON HIGHWAY 75 APPROXIMATELY 0.85 MILE (1.37 KM) (11 BLOCKS) TO
 LF0492'23RD STREET, TURN RIGHT (WEST) AND GO APPROXIMATELY 0.6 MILE (1.0 KM)
 LF0492'(8 1/2 BLOCKS) TO MARK BETWEEN R STREET AND S STREET IN FRONT YARD OF
 LF0492'JEFF ALLGOODS NEW HOUSE.  36.0 FEET (11.0 M) NORTH TO CENTERLINE 23RD
 LF0492'STREET, 61.5 FEET (18.7 M) EAST TO CENTERLINE ALLEY WAY (SOUTH) ,
 LF0492'51.25 FEET (15.62 M) EAST TO NAIL IN POWER POLE, 45.13 FEET (13.76 M)
 LF0492'SOUTH SOUTHEAST TO NORTHEAST CORNER OF NEW HOUSE, 3.05 FEET (0.93 M)
 LF0492'SOUTH TO BOTTOM OF ORANGE FIBERGLASS WITNESS SIGN.
 LF0492
 LF0492                          STATION RECOVERY (2004)
 LF0492
 LF0492'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 LF0492'REFERENCE MARK 4 WAS DESTROYED DUE TO NEW DRIVEWAY
 LF0492'AZIMUTH MARK WAS NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1388 ***********************************************************************
 LF1388  DESIGNATION -  AUBURN MUNICIPAL STANDPIPE
 LF1388  PID         -  LF1388
 LF1388  STATE/COUNTY-  NE/NEMAHA
 LF1388  USGS QUAD   -  AUBURN (1966)
 LF1388
 LF1388                         *CURRENT SURVEY CONTROL
 LF1388  ___________________________________________________________________
 LF1388* NAD 83(1995)-  40 22 52.26113(N)    095 51 01.77959(W)     ADJUSTED  
 LF1388* NAVD 88     -                                                        
 LF1388  ___________________________________________________________________
 LF1388  LAPLACE CORR-          -6.86  (seconds)                    DEFLEC99
 LF1388  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LF1388
 LF1388  HORZ ORDER  -  THIRD
 LF1388
 LF1388.The horizontal coordinates were established by classical geodetic methods
 LF1388.and adjusted by the National Geodetic Survey in August 1997..
 LF1388
 LF1388
 LF1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1388
 LF1388.The geoid height was determined by GEOID03.
 LF1388
 LF1388;                    North         East     Units Scale Factor Converg.
 LF1388;SPC NE       -    69,281.690   852,175.813   MT  0.99984938   +2 44 59.5
 LF1388;UTM  15      - 4,473,967.678   258,024.799   MT  1.00032081   -1 50 51.5
 LF1388
 LF1388                          SUPERSEDED SURVEY CONTROL
 LF1388
 LF1388  NAD 83(1986)-  40 22 52.26819(N)    095 51 01.77461(W) AD(       ) 4
 LF1388  NAD 27      -  40 22 52.26400(N)    095 51 00.78500(W) AD(       ) 3
 LF1388
 LF1388.Superseded values are not recommended for survey control.
 LF1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1388.See file dsdata.txt to determine how the superseded data were derived.
 LF1388
 LF1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5802573968(NAD 83)
 LF1388_MARKER: 52 = STANDPIPE TANK
 LF1388
 LF1388  HISTORY     - Date     Condition        Report By
 LF1388  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1388
 LF1388                          STATION DESCRIPTION
 LF1388
 LF1388'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0493 ***********************************************************************
 LF0493  DESIGNATION -  AUBURN RM 1
 LF0493  PID         -  LF0493
 LF0493  STATE/COUNTY-  NE/NEMAHA
 LF0493  USGS QUAD   -  AUBURN (1966)
 LF0493
 LF0493                         *CURRENT SURVEY CONTROL
 LF0493  ___________________________________________________________________
 LF0493* NAD 83(1986)-  40 22 52.     (N)    095 51 02.     (W)     SCALED    
 LF0493* NAVD 88     -       337.367  (meters)    1106.84   (feet)  ADJUSTED  
 LF0493  ___________________________________________________________________
 LF0493  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LF0493  DYNAMIC HT  -         337.186 (meters)    1106.25  (feet)  COMP
 LF0493  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 LF0493
 LF0493  VERT ORDER  -  SECOND    CLASS 0
 LF0493
 LF0493.The horizontal coordinates were scaled from a topographic map and have
 LF0493.an estimated accuracy of +/- 6 seconds.
 LF0493
 LF0493.The orthometric height was determined by differential leveling
 LF0493.and adjusted by the National Geodetic Survey in June 1991..
 LF0493.WARNING-Repeat measurements at this control monument indicate possible
 LF0493.vertical movement.
 LF0493
 LF0493.The geoid height was determined by GEOID03.
 LF0493
 LF0493.The dynamic height is computed by dividing the NAVD 88
 LF0493.geopotential number by the normal gravity value computed on the
 LF0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0493.degrees latitude (g = 980.6199 gals.).
 LF0493
 LF0493.The modeled gravity was interpolated from observed gravity values.
 LF0493
 LF0493;                    North         East    Units  Estimated Accuracy
 LF0493;SPC NE       -    69,270.      852,170.      MT  (+/- 180 meters Scaled)
 LF0493
 LF0493                          SUPERSEDED SURVEY CONTROL
 LF0493
 LF0493  NGVD 29 (??/??/92)  337.283  (m)         1106.57   (f) ADJ UNCH    2 0
 LF0493
 LF0493.Superseded values are not recommended for survey control.
 LF0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0493.See file dsdata.txt to determine how the superseded data were derived.
 LF0493
 LF0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE580739(NAD 83)
 LF0493_MARKER: DR = REFERENCE MARK DISK
 LF0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0493_STAMPING: AUBURN NO 1 1934
 LF0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0493+STABILITY: SURFACE MOTION
 LF0493
 LF0493  HISTORY     - Date     Condition        Report By
 LF0493  HISTORY     - 1934     MONUMENTED       CGS
 LF0493  HISTORY     - 1947     GOOD             NGS
 LF0493
 LF0493                          STATION DESCRIPTION
 LF0493
 LF0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0493'AT AUBURN.
 LF0493'AT AUBURN, 4 BLOCK SOUTH ALONG O STREET AND 4 BLOCKS WEST ALONG
 LF0493'TWENTY THIRD STREET FROM THE COURT HOUSE WHICH IS IN THE PART OF
 LF0493'TOWN LOCALLY KNOWN AS SOUTH AUBURN, AT THE CITY WATER STAND PIPE
 LF0493'WHICH IS AT THE TOP OF A HILL, 130.7 FEET NORTHEAST OF AND ACROSS
 LF0493'TWENTY THIRD STREET FROM AUBURN 1934, 116.6 FEET NORTHEAST OF AND
 LF0493'ACROSS TWENTY THIRD STREET FROM THE NORTHEAST SIDE OF THE CITY WATER
 LF0493'STAND PIPE, 100.1 FEET WEST OF THE TOP OF A FIRE HYDRANT, 28.0
 LF0493'FEET NORTH OF THE CENTER OF TWENTY THIRD STREET, 1.6 FOOT SOUTH OF
 LF0493'AN EAST-WEST FENCE LINE, 1.6 FOOT EAST OF A REFERENCE POST, A
 LF0493'BRONZE REFERENCE MARK DISK SET IN A CONCRETE POST ABOUT 2 FEET
 LF0493'ABOVE THE ROAD AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0494 ***********************************************************************
 LF0494  DESIGNATION -  AUBURN RM 2
 LF0494  PID         -  LF0494
 LF0494  STATE/COUNTY-  NE/NEMAHA
 LF0494  USGS QUAD   -  AUBURN (1966)
 LF0494
 LF0494                         *CURRENT SURVEY CONTROL
 LF0494  ___________________________________________________________________
 LF0494* NAD 83(1986)-  40 22 52.     (N)    095 51 02.     (W)     SCALED    
 LF0494* NAVD 88     -       338.952  (meters)    1112.05   (feet)  ADJUSTED  
 LF0494  ___________________________________________________________________
 LF0494  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LF0494  DYNAMIC HT  -         338.770 (meters)    1111.45  (feet)  COMP
 LF0494  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 LF0494
 LF0494  VERT ORDER  -  SECOND    CLASS 0
 LF0494
 LF0494.The horizontal coordinates were scaled from a topographic map and have
 LF0494.an estimated accuracy of +/- 6 seconds.
 LF0494
 LF0494.The orthometric height was determined by differential leveling
 LF0494.and adjusted by the National Geodetic Survey in June 1991..
 LF0494
 LF0494.The geoid height was determined by GEOID03.
 LF0494
 LF0494.The dynamic height is computed by dividing the NAVD 88
 LF0494.geopotential number by the normal gravity value computed on the
 LF0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0494.degrees latitude (g = 980.6199 gals.).
 LF0494
 LF0494.The modeled gravity was interpolated from observed gravity values.
 LF0494
 LF0494;                    North         East    Units  Estimated Accuracy
 LF0494;SPC NE       -    69,270.      852,170.      MT  (+/- 180 meters Scaled)
 LF0494
 LF0494                          SUPERSEDED SURVEY CONTROL
 LF0494
 LF0494  NGVD 29 (??/??/92)  338.865  (m)         1111.76   (f) ADJ UNCH    2 0
 LF0494
 LF0494.Superseded values are not recommended for survey control.
 LF0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0494.See file dsdata.txt to determine how the superseded data were derived.
 LF0494
 LF0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE580739(NAD 83)
 LF0494_MARKER: DR = REFERENCE MARK DISK
 LF0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0494_STAMPING: AUBURN NO 2 1934
 LF0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0494+STABILITY: SURFACE MOTION
 LF0494
 LF0494  HISTORY     - Date     Condition        Report By
 LF0494  HISTORY     - 1934     MONUMENTED       CGS
 LF0494  HISTORY     - 1947     GOOD             NGS
 LF0494
 LF0494                          STATION DESCRIPTION
 LF0494
 LF0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0494'AT AUBURN.
 LF0494'AT AUBURN, 4 BLOCKS SOUTH ALONG O STREET AND 4 BLOCKS WEST ALONG
 LF0494'TWENTY THIRD STREET FROM THE COURT HOUSE WHICH IS IN THE PART OF
 LF0494'TOWN LOCALLY KNOWN AS SOUTH AUBURN, AT THE CITY WATER STAND PIPE
 LF0494'WHICH IS AT THE TOP OF A HILL, 156.3 FEET NORTHWEST OF AND ACROSS
 LF0494'TWENTY THIRD STREET FROM THE NORTHWEST SIDE OF THE CITY WATER
 LF0494'STAND PIPE, 128.6 FEET NORTHWEST OF AND ACROSS TWENTY THIRD STREET
 LF0494'FROM AUBURN 1934, 28.0 FEET NORTH OF THE CENTER OF TWENTY THIRD
 LF0494'STREET, 26.0 FEET EAST OF A POINT IN LINE WITH THE CENTER OF A
 LF0494'STREET LEADING SOUTH, 2.0 FEET WEST OF A REFERENCE POST, A
 LF0494'REFERENCE MARK DISK SET IN A CONCRETE POST ABOUT THE SAME
 LF0494'ELEVATION AS THE STREET AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1389 ***********************************************************************
 LF1389  DESIGNATION -  AUBURN ST JOSEPHS CATH CHURCH
 LF1389  PID         -  LF1389
 LF1389  STATE/COUNTY-  NE/NEMAHA
 LF1389  USGS QUAD   -  AUBURN (1966)
 LF1389
 LF1389                         *CURRENT SURVEY CONTROL
 LF1389  ___________________________________________________________________
 LF1389* NAD 83(1995)-  40 22 53.47891(N)    095 50 37.70555(W)     ADJUSTED  
 LF1389* NAVD 88     -                                                        
 LF1389  ___________________________________________________________________
 LF1389  LAPLACE CORR-          -6.84  (seconds)                    DEFLEC99
 LF1389  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LF1389
 LF1389  HORZ ORDER  -  THIRD
 LF1389
 LF1389.The horizontal coordinates were established by classical geodetic methods
 LF1389.and adjusted by the National Geodetic Survey in August 1997..
 LF1389
 LF1389
 LF1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1389
 LF1389.The geoid height was determined by GEOID03.
 LF1389
 LF1389;                    North         East     Units Scale Factor Converg.
 LF1389;SPC NE       -    69,346.465   852,741.129   MT  0.99984927   +2 45 15.5
 LF1389;UTM  15      - 4,473,986.939   258,593.754   MT  1.00031742   -1 50 35.9
 LF1389
 LF1389                          SUPERSEDED SURVEY CONTROL
 LF1389
 LF1389  NAD 83(1986)-  40 22 53.48595(N)    095 50 37.70061(W) AD(       ) 4
 LF1389  NAD 27      -  40 22 53.47900(N)    095 50 36.71300(W) AD(       ) 3
 LF1389
 LF1389.Superseded values are not recommended for survey control.
 LF1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1389.See file dsdata.txt to determine how the superseded data were derived.
 LF1389
 LF1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5859473987(NAD 83)
 LF1389_MARKER: 90 = CHURCH SPIRE
 LF1389
 LF1389  HISTORY     - Date     Condition        Report By
 LF1389  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1389
 LF1389                          STATION DESCRIPTION
 LF1389
 LF1389'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0679 ***********************************************************************
 NP0679  DESIGNATION -  AUGUSTINE
 NP0679  PID         -  NP0679
 NP0679  STATE/COUNTY-  NE/DAWES
 NP0679  USGS QUAD   -  BORDEAUX (1969)
 NP0679
 NP0679                         *CURRENT SURVEY CONTROL
 NP0679  ___________________________________________________________________
 NP0679* NAD 83(1995)-  42 47 34.56581(N)    102 48 17.52956(W)     ADJUSTED  
 NP0679* NAVD 88     -      1266.     (meters)    4154.     (feet)  SCALED    
 NP0679  ___________________________________________________________________
 NP0679  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 NP0679  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 NP0679
 NP0679  HORZ ORDER  -  FIRST
 NP0679
 NP0679.The horizontal coordinates were established by classical geodetic methods
 NP0679.and adjusted by the National Geodetic Survey in January 1998..
 NP0679
 NP0679.The orthometric height was scaled from a topographic map.
 NP0679
 NP0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0679
 NP0679.The geoid height was determined by GEOID03.
 NP0679
 NP0679;                    North         East     Units Scale Factor Converg.
 NP0679;SPC NE       -   332,340.965   270,582.263   MT  0.99991163   -1 51 31.6
 NP0679;UTM  13      - 4,740,157.874   679,524.577   MT  0.99999652   +1 29 30.0
 NP0679
 NP0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0679!SPC NE       -   0.99980438  x   0.99991163  =   0.99971603
 NP0679!UTM  13      -   0.99980438  x   0.99999652  =   0.99980090
 NP0679
 NP0679|---------------------------------------------------------------------|
 NP0679| PID    Reference Object                     Distance      Geod. Az  |
 NP0679|                                                           dddmmss.s |
 NP0679| CP9536 AUGUSTINE RM 1                                     07602     |
 NP0679| NP0681 AUGUSTINE AZ MK                     APPROX. 1.3 KM 1311927.1 |
 NP0679| CP9537 AUGUSTINE RM 2                       30.221 METERS 20900     |
 NP0679|---------------------------------------------------------------------|
 NP0679
 NP0679                          SUPERSEDED SURVEY CONTROL
 NP0679
 NP0679  NAD 83(1995)-  42 47 34.56580(N)    102 48 17.52955(W) AD(       ) 1
 NP0679  NAD 83(1995)-  42 47 34.56364(N)    102 48 17.53045(W) AD(       ) 1
 NP0679  NAD 83(1986)-  42 47 34.55627(N)    102 48 17.52343(W) AD(       ) 1
 NP0679  NAD 27      -  42 47 34.65100(N)    102 48 15.90800(W) AD(       ) 1
 NP0679
 NP0679.Superseded values are not recommended for survey control.
 NP0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0679.See file dsdata.txt to determine how the superseded data were derived.
 NP0679
 NP0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7952540158(NAD 83)
 NP0679_MARKER: DS = TRIANGULATION STATION DISK
 NP0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0679
 NP0679  HISTORY     - Date     Condition        Report By
 NP0679  HISTORY     - 1934     MONUMENTED       CGS
 NP0679
 NP0679                          STATION DESCRIPTION
 NP0679
 NP0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0679'THIS STATION IS ABOUT 11 MILES ESE OF CHADRON, 3/4 MILE W OF A
 NP0679'N-S RIDGE, 1/2 MILE N OF A PROJECTION OF A 1.0 MILE E-W SEGMENT
 NP0679'OF THE BOUNDARY LINE BETWEEN DAWES AND SHERIDAN COUNTIES, ON
 NP0679'HIGHEST POINT IN NORTHWESTERN PART OF A HIGH ROUGH RIDGE,
 NP0679'EXTENDING GENERALLY SE AND NW, IN E 1/2 SEC. 36, T 33 N, R 47 W.
 NP0679'THE MARK PROJECTS 2 INCHES.
 NP0679'
 NP0679'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NP0679'BRONZE DISKS SET IN CONCRETE.
 NP0679'
 NP0679'REFERENCE MARK NO. 1 IS ENE OF STATION, NEAR END OF POINT,
 NP0679'PROJECTING E FROM STATION.  THE MARK PROJECTS 4 INCHES.
 NP0679'
 NP0679'REFERENCE MARK NO. 2 IS SW OF STATION AND PROJECTS 4 INCHES.
 NP0679'
 NP0679'THE AZIMUTH MARK IS SE OF STATION, 2 FEET W OF A N-S FENCE,
 NP0679'119.42 FEET N OF U.S.-G.L.O. PIPE MARKING THE LINE BETWEEN
 NP0679'DAWES AND SHERIDAN COUNTIES, AND PROJECTS 4 INCHES.
 NP0679'
 NP0679'THE U.S.-G.L.O. PIPE IS SE OF STATION AT SW FENCE CORNER
 NP0679'OF A 184.0 FEET JOG IN FENCE, 119.42 FEET S OF AZIMUTH MARK
 NP0679'AND PROJECTS 1 FOOT.
 NP0679'
 NP0679'THE STATION IS REACHED FROM CHADRON BY GOING E NORTHEASTERLY
 NP0679'FROM THE INTERSECTION ON MAIN STREET AND U.S. HIGHWAY 20,
 NP0679'FOR 11.7 MILES.  PASS UNDER RAILROAD TRACKS AND CONTINUE
 NP0679'ON NO. 20 FOR 2.0 MILES, LEAVE NO. 20 AND GO STRAIGHT AHEAD
 NP0679'ON TO GRADED ROAD WHERE NO. 20 TURNS RIGHT FOR 0.1 MILE
 NP0679'CROSS RAILROAD TRACKS AND GO 0.1 MILE TO MR. HARVEY ANDERSONS
 NP0679'LARGE, RED BARN, WITH HIS NAME ON.  TURN LEFT THROUGH WIRE
 NP0679'GATE AND TAKE ROAD AROUND W SIDE OF BARNS AND THENCE
 NP0679'NORTHEASTERLY UP HILLS ON MAIN TRACKS 1.6 MILES TO MR. MAMMENS
 NP0679'FARM.  PASS THROUGH BARNYARD AROUND E END OF SMALLER BARN
 NP0679'AND THENCE DUE N ALONG THE E SIDE OF FENCE FOR 0.7 MILE.
 NP0679'CROSS AN E-W FENCE WHERE IT IS DOWN 50 YARDS E OF FENCE
 NP0679'T-INTERSECTION AND TURN DUE W ALONG THE N SIDE OF FENCE AND
 NP0679'GO 0.2 MILE.  THEN RIGHT OR N, ALONG E SIDE OF FENCE TO
 NP0679'GATE 0.3 MILE.  PASS THROUGH WIRE GATE AND GO WESTERLY
 NP0679'ALONG DIVIDE FOR 1.3 MILES TO ANOTHER WIRE GATE (THIS GATE IS
 NP0679'100 FEET N OF AN IRON PIPE MARKING THE LINE BETWEEN DAWES
 NP0679'AND SHERIDAN COUNTIES).  PASS THROUGH THE GATE AND CONTINUE
 NP0679'WESTERLY ALONG TOP OF DIVIDE 0.6 MILE TO A RIDGE PROJECTING
 NP0679'TO THE N, AND A TRIANGULAR BLAZE ON A LARGE PINE TREE (THE
 NP0679'STATION BEARS 295 DEGREES MAGNETIC FROM HERE).  FOLLOW UP THE
 NP0679'RIDGE, NORTHERLY, 0.2 MILE TO END AND STATION.
 NP0679'
 NP0679'A 4-FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0681 ***********************************************************************
 NP0681  DESIGNATION -  AUGUSTINE AZ MK
 NP0681  PID         -  NP0681
 NP0681  STATE/COUNTY-  NE/DAWES
 NP0681  USGS QUAD   -  BORDEAUX (1969)
 NP0681
 NP0681                         *CURRENT SURVEY CONTROL
 NP0681  ___________________________________________________________________
 NP0681* NAD 83(1995)-  42 47 07.70621(N)    102 47 36.05973(W)     ADJUSTED  
 NP0681* NAVD 88     -      1258.     (meters)    4127.     (feet)  SCALED    
 NP0681  ___________________________________________________________________
 NP0681  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 NP0681  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 NP0681
 NP0681  HORZ ORDER  -  FIRST
 NP0681
 NP0681.The horizontal coordinates were established by classical geodetic methods
 NP0681.and adjusted by the National Geodetic Survey in January 1998..
 NP0681
 NP0681.The orthometric height was scaled from a topographic map.
 NP0681
 NP0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0681
 NP0681.The geoid height was determined by GEOID03.
 NP0681
 NP0681;                    North         East     Units Scale Factor Converg.
 NP0681;SPC NE       -   331,482.136   271,497.366   MT  0.99990869   -1 51 04.1
 NP0681;UTM  13      - 4,739,353.922   680,488.392   MT  1.00000079   +1 29 57.4
 NP0681
 NP0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0681!SPC NE       -   0.99980564  x   0.99990869  =   0.99971434
 NP0681!UTM  13      -   0.99980564  x   1.00000079  =   0.99980643
 NP0681
 NP0681|---------------------------------------------------------------------|
 NP0681| PID    Reference Object                     Distance      Geod. Az  |
 NP0681|                                                           dddmmss.s |
 NP0681| CP9534 AUGUSTINE AZ MK RM 1                 28.371 METERS 00130     |
 NP0681| NP0680 T32N R47W SECS 1 2 CC                63.842 METERS 12411     |
 NP0681| CP9535 AUGUSTINE AZ MK RM 2                 44.853 METERS 14300     |
 NP0681| NP0682 T33N R47W SEC 36 SE COR              36.333 METERS 18256     |
 NP0681| NP0677 BRICKNER                            APPROX. 8.5 KM 2084944.2 |
 NP0681|---------------------------------------------------------------------|
 NP0681
 NP0681                          SUPERSEDED SURVEY CONTROL
 NP0681
 NP0681  NAD 83(1995)-  42 47 07.70622(N)    102 47 36.05974(W) AD(       ) 1
 NP0681  NAD 83(1995)-  42 47 07.70407(N)    102 47 36.06077(W) AD(       ) 1
 NP0681  NAD 83(1986)-  42 47 07.69691(N)    102 47 36.05387(W) AD(       ) 1
 NP0681  NAD 27      -  42 47 07.79300(N)    102 47 34.44300(W) AD(       ) 1
 NP0681
 NP0681.Superseded values are not recommended for survey control.
 NP0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0681.See file dsdata.txt to determine how the superseded data were derived.
 NP0681
 NP0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8048839354(NAD 83)
 NP0681_MARKER: DS = TRIANGULATION STATION DISK
 NP0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0681
 NP0681  HISTORY     - Date     Condition        Report By
 NP0681  HISTORY     - 1934     MONUMENTED       CGS
 NP0681  HISTORY     - 1968     GOOD             CGS
 NP0681
 NP0681                          STATION DESCRIPTION
 NP0681
 NP0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0681'THIS STATION IS 11-1/2 MILES ESE OF CHADRON ON TOP OF A DIVIDE
 NP0681'RUNNING E AND W, 2 FEET W OF A N-S FENCE, 119.42 FEET N OF A
 NP0681'U.S.-G.L.O. PIPE MARKING THE LINE BETWEEN DAWES AND SHERIDAN
 NP0681'COUNTIES IN THE E 1/2 OF SEC. 36, T 33 N, R 47 W, THE MARK
 NP0681'PROJECTS 4 INCHES.
 NP0681'
 NP0681'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NP0681'DISKS SET IN CONCRETE.
 NP0681'
 NP0681'REFERENCE MARK NO. 1 IS N OF STATION 1 FOOT W OF A N-S FENCE
 NP0681'LINE AND PROJECTS 6 INCHES.
 NP0681'
 NP0681'REFERENCE MARK NO. 2 IS SSE OF STATION, 1-1/2 FEET N OF A
 NP0681'SHORT JOG IN FENCE LINE, 99.77 FEET E OF A COUNTY LINE PIPE,
 NP0681'84.69 FEET W OF A SECTION CORNER PIPE, AND PROJECTS 1 INCH.
 NP0681'
 NP0681'THE SECTION CORNER PIPE IS A U.S.-G.L.O. PIPE ESTABLISHED
 NP0681'IN 1908 SE OF THE STATION IN NE FENCE CORNER, 84.69 FEET E OF
 NP0681'REFERENCE MARK NO. 2 AND PROJECTS 1 FOOT.
 NP0681'
 NP0681'THE COUNTY LINE PIPE IS A U.S.-G.L.O. PIPE S OF STATION ON
 NP0681'THE OUTSIDE OF SW FENCE CORNER AT THE W END OF A 184.0-FOOT
 NP0681'JOG IN FENCE, 99.77 FEET W OF REFERENCE MARK NO. 2 AND IS AN
 NP0681'IRON PIPE 3 INCHES ACROSS, AND PROJECTS 1 FOOT.  IT IS ON S SLOPE
 NP0681'OF SAME RIDGE AS THE STATION, 1.62 METERS BELOW STATION MARK.
 NP0681'
 NP0681'THE STATION IS REACHED FROM CHADRON BY GOING E NORTHEASTERLY
 NP0681'FROM INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 20 FOR 11.7
 NP0681'MILES.  PASS UNDER RAILROAD TRACKS AND CONTINUE ON HIGHWAY
 NP0681'20 FOR 2.0 MILES.  LEAVE HIGHWAY 20 AND GO STRAIGHT AHEAD ON
 NP0681'TO GRADED ROAD WHERE NO. 20 TURNS RIGHT FOR 0.1 MILE, CROSS
 NP0681'RAILROAD TRACKS AND GO 0.1 MILE TO MR. HARVEY ANDERSONS LARGE
 NP0681'RED BARN WITH HIS NAME THEREON.  TURN LEFT THROUGH WIRE GATE
 NP0681'AND TAKE ROAD AROUND W SIDE OF BARNS AND THENCE NORTHEASTERLY
 NP0681'UP HILLS ON MAIN TRACKS 1.6 MILES TO MR. MAMMENS FARM,
 NP0681'PASS THROUGH BARNYARD AROUND E END OF SMALLER BARN AND
 NP0681'THENCE DUE N ALONG E SIDE OF FENCE FOR 0.7 MILE.  CROSS AN
 NP0681'E-W FENCE WHERE IT IS DOWN 50 YARDS E OF A FENCE
 NP0681'T-INTERSECTION AND TURN DUE W ALONG N SIDE OF FENCE AND GO
 NP0681'0.2 MILE.  THEN RIGHT OR N ALONG E SIDE OF FENCE TO GATE
 NP0681'0.3 MILE, PASS WIRE GATE AND GO WESTERLY ALONG DIVIDE FOR
 NP0681'1.3 MILES.  THE STATION IS N OF THIS GATE ABOUT 40 FEET AND
 NP0681'2 FEET W OF FENCE.
 NP0681'
 NP0681'A 4-FOOT STAND WILL CLEAR ALL LINES.
 NP0681
 NP0681                          STATION RECOVERY (1968)
 NP0681
 NP0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRB)
 NP0681'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 NP0681'AS DESCRIBED.
 NP0681'
 NP0681'OLD DESCRIPTION ADEQUATE EXCEPT FOR TO REACH STATEMENT.  CHANGED
 NP0681'AS FOLLOWS--
 NP0681'
 NP0681'THE STATION IS REACHED FROM HAY SPRINGS, AT THE JCT. OF U.S.
 NP0681'HWY. 20 AND STATE HWY. 87.  GO NW. ON HWY. 20 2.5 MI, TURN
 NP0681'RIGHT (N.) FOR 4.0 MI, TURN LEFT (W.) FOR ONE MILE.  TURN RIGHT
 NP0681'(N.) FOR 1/2 MI.  TURN LEFT (W.) FOR 0.9 MI, TURN RIGHT
 NP0681'(N.) AND FOLLOW TRAIL 0.3 MI TO GATE, GO THROUGH GATE FOLLOW
 NP0681'TRAIL (N.) 0.3 MI TO GATE, GO THROUGH GATE FOLLOW TRAIL
 NP0681'N. AND W. 0.3 MI TO GATE, GO THROUGH GATE (W.)
 NP0681'AND FOLLOW TRAIL 1.3 MI TO GATE AND STATION
 NP0681'ON THE RIGHT.
 NP0681'
 NP0681'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4147 ***********************************************************************
 AB4147  SACS        -  This is a Secondary Airport Control Station.
 AB4147  DESIGNATION -  AUH A
 AB4147  PID         -  AB4147
 AB4147  STATE/COUNTY-  NE/HAMILTON
 AB4147  USGS QUAD   -  HAMPTON (1968)
 AB4147
 AB4147                         *CURRENT SURVEY CONTROL
 AB4147  ___________________________________________________________________
 AB4147* NAD 83(1995)-  40 53 17.43991(N)    097 59 37.27071(W)     ADJUSTED  
 AB4147* NAVD 88     -       547.15   (meters)    1795.1    (feet)  GPS OBS   
 AB4147  ___________________________________________________________________
 AB4147  X           -    -671,557.082 (meters)                     COMP
 AB4147  Y           -  -4,782,200.536 (meters)                     COMP
 AB4147  Z           -   4,153,384.532 (meters)                     COMP
 AB4147  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 AB4147  ELLIP HEIGHT-         521.54  (meters)          (12/13/01) GPS OBS
 AB4147  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AB4147
 AB4147  HORZ ORDER  -  FIRST
 AB4147  ELLP ORDER  -  FOURTH    CLASS II
 AB4147
 AB4147.This mark is at Aurora Municipal Airport (AUH)
 AB4147
 AB4147.The horizontal coordinates were established by GPS observations
 AB4147.and adjusted by the National Geodetic Survey in August 1998..
 AB4147
 AB4147.The orthometric height was determined by GPS observations and a
 AB4147.high-resolution geoid model.
 AB4147
 AB4147.GPS derived orthometric heights for airport stations designated as
 AB4147.PACS or SACS are published to 2 decimal places.  This maintains
 AB4147.centimeter relative accuracy between the PACS and SACS.  It does
 AB4147.not indicate centimeter accuracy relative to other marks which are
 AB4147.part of the NAVD 88 network.
 AB4147
 AB4147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4147
 AB4147.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4147
 AB4147.The ellipsoidal height was determined by GPS observations
 AB4147.and is referenced to NAD 83.
 AB4147
 AB4147.The geoid height was determined by GEOID03.
 AB4147
 AB4147;                    North         East     Units Scale Factor Converg.
 AB4147;SPC NE       -   119,077.609   669,023.395   MT  0.99971629   +1 19 46.5
 AB4147;UTM  14      - 4,526,831.206   584,776.028   MT  0.99968846   +0 39 31.5
 AB4147
 AB4147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4147!SPC NE       -   0.99991820  x   0.99971629  =   0.99963451
 AB4147!UTM  14      -   0.99991820  x   0.99968846  =   0.99960668
 AB4147
 AB4147                          SUPERSEDED SURVEY CONTROL
 AB4147
 AB4147  ELLIP H (08/21/98)  521.63   (m)                       GP(       ) 4 2
 AB4147
 AB4147.Superseded values are not recommended for survey control.
 AB4147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4147.See file dsdata.txt to determine how the superseded data were derived.
 AB4147
 AB4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8477626831(NAD 83)
 AB4147_MARKER: I = METAL ROD
 AB4147_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4147_STAMPING: AUH A 1995
 AB4147_MARK LOGO: NGS   
 AB4147_PROJECTION: FLUSH
 AB4147_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4147+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 AB4147_ROD/PIPE-DEPTH: 8.38 meters
 AB4147_SLEEVE-DEPTH  : 1 meters
 AB4147
 AB4147  HISTORY     - Date     Condition        Report By
 AB4147  HISTORY     - 1995     MONUMENTED       NGS
 AB4147  HISTORY     - 19970612 GOOD             NGS
 AB4147  HISTORY     - 20040415 GOOD             NDA
 AB4147
 AB4147                          STATION DESCRIPTION
 AB4147
 AB4147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4147'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) EAST-SOUTHEAST OF GRAND
 AB4147'ISLAND, 1.6 MI (2.6 KM) NORTH OF AURORA AND AT THE AURORA MUNICIPAL
 AB4147'AIRPORT NEAR THE APPROACH END OF RUNWAY 34.  OWNERSHIP--AURORA AIRPORT
 AB4147'AUTHORITY, BOX 185, AURORA NE 68818.  AIRPORT MANAGER IS DALE TRAUDT,
 AB4147'PHONE (402) 694-3144.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB4147'US HIGHWAY 34 AND STATE HIGHWAY 14 IN AURORA, GO NORTH ON STATE
 AB4147'HIGHWAY 14 FOR 1.4 MI (2.3 KM) TO A ROAD RIGHT, TURN RIGHT AND GO EAST
 AB4147'ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO THE APRON, BEAR
 AB4147'RIGHT AND GO SOUTHEAST ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO THE
 AB4147'JUNCTION OF A CONNECTOR TAXIWAY AND A PARALLEL TAXIWAY, BEAR RIGHT AND
 AB4147'GO SOUTH ON THE PARALLEL TAXIWAY FOR 0.3 MI (0.5 KM) TO THE TAXIWAY
 AB4147'PAVEMENT END AND THE STATION JUST AHEAD AND IN LINE WITH THE
 AB4147'PROLONGATION OF THE WEST EDGE OF THE PARALLEL TAXIWAY PAVEMENT.  THE
 AB4147'STATION IS 70.7 FT (21.5 M) WEST-NORTHWEST OF THE SOUTH END OF A
 AB4147'CULVERT, 24.6 FT (7.5 M) SOUTHWEST OF A TAXIWAY LIGHT, 23.9 FT (7.3 M)
 AB4147'SOUTH OF THE SOUTHWEST CORNER OF THE TAXIWAY PAVEMENT, 16.8 FT (5.1 M)
 AB4147'SOUTHEAST OF A TAXIWAY LIGHT WITH A CONCRETE BASE AND 15.3 FT (4.7 M)
 AB4147'WEST OF THE EXTENDED CENTER OF THE PARALLEL TAXIWAY.  THIS STATION TO
 AB4147'BE USED AS SACS.
 AB4147
 AB4147                          STATION RECOVERY (1997)
 AB4147
 AB4147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4147'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) EAST SOUTHEAST OF GRAND
 AB4147'ISLAND, 1.6 MI (2.6 KM) NORTH OF AURORA AND AT THE AURORA MUNICIPAL
 AB4147'AIRPORT NEAR THE APPROACH END OF RUNWAY 34.  OWNERSHIP--AURORA AIRPORT
 AB4147'AUTHORITY, BOX 185, AURORA, NE 68818.  AIRPORT MANAGER IS DALE TRAUDT,
 AB4147'PHONE (402) 694-3144.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB4147'US HIGHWAY 34 AND STATE HIGHWAY 14 IN AURORA, GO NORTH ON STATE
 AB4147'HIGHWAY 14 FOR 1.4 MI (2.3 KM) TO A ROAD RIGHT, TURN RIGHT AND GO EAST
 AB4147'ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO THE APRON, BEAR
 AB4147'RIGHT AND GO SOUTHEAST ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO THE
 AB4147'JUNCTION OF A CONNECTOR TAXIWAY AND A PARALLEL TAXIWAY, BEAR RIGHT AND
 AB4147'GO SOUTH ON THE PARALLEL TAXIWAY FOR 0.3 MI (0.5 KM) TO THE TAXIWAY
 AB4147'PAVEMENT END AND THE STATION JUST AHEAD AND INLINE WITH THE
 AB4147'PROLONGATION OF THE WEST EDGE OF THE PARALLEL TAXIWAY PAVEMENT.  THE
 AB4147'STATION IS 70.7 FT (21.5 M) WEST NORTWEST OF THE SOUTH END OF A
 AB4147'CULVERT, 24.6 FT (7.5 M) SOUTHWEST OF A TAXIWAY LIGHT, 23.9 FT (7.3 M)
 AB4147'SOUTH OF THE SOUTHWEST CORNER OF THE TAXIWAY PAVEMENT, 16.8 FT (5.1 M)
 AB4147'SOUTHEAST OF A TAXIWAY LIGHT WITH A CONCRETE BASE AND 15.3 FT (4.7 M)
 AB4147'WEST OF THE EXTENDED CENTER OF THE PARALLEL TAXIWAY. THIS IS A
 AB4147'SECONDARY AIRPORT CONTROL STATION.
 AB4147
 AB4147                          STATION RECOVERY (2004)
 AB4147
 AB4147'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (JS)
 AB4147'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1093 ***********************************************************************
 LH1093  DESIGNATION -  AURORA
 LH1093  PID         -  LH1093
 LH1093  STATE/COUNTY-  NE/HAMILTON
 LH1093  USGS QUAD   -  AURORA WEST (1968)
 LH1093
 LH1093                         *CURRENT SURVEY CONTROL
 LH1093  ___________________________________________________________________
 LH1093* NAD 83(1995)-  40 52 21.25488(N)    098 04 25.41614(W)     ADJUSTED  
 LH1093* NAVD 88     -       558.5    (meters)    1832.     (feet)  VERTCON   
 LH1093  ___________________________________________________________________
 LH1093  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 LH1093  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 LH1093
 LH1093  HORZ ORDER  -  THIRD
 LH1093
 LH1093.The horizontal coordinates were established by classical geodetic methods
 LH1093.and adjusted by the National Geodetic Survey in August 1997..
 LH1093
 LH1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1093
 LH1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1093
 LH1093.The geoid height was determined by GEOID03.
 LH1093
 LH1093;                    North         East     Units Scale Factor Converg.
 LH1093;SPC NE       -   117,191.996   662,320.071   MT  0.99971924   +1 16 35.5
 LH1093;UTM  14      - 4,525,024.242   578,051.338   MT  0.99967498   +0 36 22.2
 LH1093
 LH1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1093!SPC NE       -   0.99991640  x   0.99971924  =   0.99963566
 LH1093!UTM  14      -   0.99991640  x   0.99967498  =   0.99959140
 LH1093
 LH1093:                Primary Azimuth Mark                     Grid Az
 LH1093:SPC NE       -  HAMILTON                                 054 35 52.5
 LH1093:UTM  14      -  HAMILTON                                 055 16 05.8
 LH1093
 LH1093|---------------------------------------------------------------------|
 LH1093| PID    Reference Object                     Distance      Geod. Az  |
 LH1093|                                                           dddmmss.s |
 LH1093| LG0961 HAMILTON                            APPROX.11.5 KM 0555228.0 |
 LH1093| LH1090 AURORA HAMILTON CTHSE SPIRE         APPROX. 6.1 KM 0945214.5 |
 LH1093| LH1091 AURORA MUNICIPAL STANDPIPE          APPROX. 6.1 KM 0971741.8 |
 LH1093| LH1521 AURORA 2                             43.265 METERS 18557     |
 LH1093| LH0137 C 338                                24.064 METERS 20253     |
 LH1093| LH1099 PHILLIPS MUNICIPAL TANK             APPROX.12.2 KM 2822151.6 |
 LH1093| LH1564 AURORA RM 1                          22.384 METERS 33329     |
 LH1093| CN7762 AURORA AZ MK                                       3565621.5 |
 LH1093|---------------------------------------------------------------------|
 LH1093
 LH1093                          SUPERSEDED SURVEY CONTROL
 LH1093
 LH1093  NAD 83(1986)-  40 52 21.26280(N)    098 04 25.41816(W) AD(       ) 3
 LH1093  NAD 27      -  40 52 21.20600(N)    098 04 24.20900(W) AD(       ) 3
 LH1093  NGVD 29 (02/17/94)  558.3    (m)         1832.     (f) H LEVEL        
 LH1093
 LH1093.Superseded values are not recommended for survey control.
 LH1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1093.See file dsdata.txt to determine how the superseded data were derived.
 LH1093
 LH1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7805125024(NAD 83)
 LH1093_MARKER: DS = TRIANGULATION STATION DISK
 LH1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1093_SP_SET: CONCRETE POST
 LH1093_STAMPING: AURORA 1950
 LH1093_MARK LOGO: CGS   
 LH1093_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1093+STABILITY: SURFACE MOTION
 LH1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1093+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1984
 LH1093
 LH1093  HISTORY     - Date     Condition        Report By
 LH1093  HISTORY     - 1950     MONUMENTED       CGS
 LH1093  HISTORY     - 1950     GOOD             CGS
 LH1093  HISTORY     - 1960     GOOD             USGS
 LH1093  HISTORY     - 1961     GOOD             CGS
 LH1093  HISTORY     - 1963     GOOD             CGS
 LH1093  HISTORY     - 19840821 SEE DESCRIPTION  NGS
 LH1093
 LH1093                          STATION DESCRIPTION
 LH1093
 LH1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1093'STATION IS LOCATED ABOUT 4 MILES WEST OF AURORA IN A SMALL
 LH1093'TRIANGLE FORMED U.S. HIGHWAY 34, THE BURLINGTON RAILROAD AND A
 LH1093'GRAVEL ROAD.  STATION IS 71 FEET SOUTHWEST OF THE APPROXIMATE
 LH1093'CENTERLINE OF GRAVEL ROAD AT CURVE, 65 FEET NORTH OF NORTH RAIL OF
 LH1093'RAILROAD TRACK AND 16 FEET NORTH OF FENCE.  THE MARK PROJECTS
 LH1093'ABOUT 2 INCHES AND THE DISK IS STAMPED AURORA 1950.
 LH1093'
 LH1093'REFERENCE MARK NO. 1 IS 54 FEET WEST OF THE APPROXIMATE CENTERLINE
 LH1093'OF GRAVEL ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LH1093'DISK IS STAMPED AURORA NO 1 1950.
 LH1093'
 LH1093'BENCH MARK C 338 WAS USED AS REFERENCE MARK NO. 2.  MARK IS SET
 LH1093'FLUSH IN THE SIDE OF A CONCRETE ABUTMENT OF OVERPASS, 7 FEET
 LH1093'SOUTH OF SOUTH RAIL OF RAILROAD TRACK AND ABOUT 4.5 FEET
 LH1093'FROM THE GROUND.  THE DISK IS STAMPED C 338 1950.  A TRAVERSE
 LH1093'CONNECTION WAS MADE TO THIS MARK.
 LH1093'
 LH1093'AZIMUTH MARK IS 38 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 LH1093'GRAVEL ROAD, 10 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 LH1093'DRIVEWAY INTO FIELD AND 4 FEET SOUTHWEST OF LARGE TREE.
 LH1093'THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED AURORA
 LH1093'1950.
 LH1093'
 LH1093'TO REACH FROM THE NORTHWEST CORNER OF THE COURT HOUSE SQUARE
 LH1093'IN AURORA GO NORTH FOR 0.2 MILE TO U.S. HIGHWAY 34.  TURN LEFT AND
 LH1093'GO WEST FOR 3.5 MILES TO SIDE ROAD RIGHT JUST BEFORE REACHING
 LH1093'OVERPASS.  TURN RIGHT AND GO WEST ON GRAVEL ROAD ALONG NORTH
 LH1093'SIDE OF HIGHWAY FOR 0.2 MILE TO CURVE AND STATION ON LEFT AS
 LH1093'DESCRIBED.  CONTINUE NORTH ON GRAVEL ROAD FOR 0.15 MILE TO
 LH1093'AZIMUTH MARK ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 LH1093'
 LH1093'AN 87 FOOT SIGNAL AT STATION PHILLIPS IS V.G.
 LH1093'
 LH1093'A 100 FOOT SIGNAL AT STATION HAMILTON IS V.G.
 LH1093'
 LH1093'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LH1093
 LH1093                          STATION RECOVERY (1950)
 LH1093
 LH1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1093'RECOVERED IN GOOD CONDITION.
 LH1093
 LH1093                          STATION RECOVERY (1960)
 LH1093
 LH1093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LH1093'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 LH1093'STATION CAP IS DAMAGED.  THE AZIMUTH MARK WAS NOT FOUND AFTER
 LH1093'A THOROUGH SEARCH.
 LH1093
 LH1093                          STATION RECOVERY (1961)
 LH1093
 LH1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WEW)
 LH1093'STATION WAS RECOVERED AS DESCRIBED BUT SURFACE DISK WAS DESTROYED.
 LH1093'ALL OTHER MARKS FOUND IN GOOD CONDITION.
 LH1093
 LH1093                          STATION RECOVERY (1963)
 LH1093
 LH1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LH1093'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LH1093'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD
 LH1093'BEEN DESTROYED AND THE STATION MARK WHICH HAD ONE CORNER OF
 LH1093'THE CONCRETE BLOCK KNOCKED OFF.  THE AZIMUTH MARK DISK WAS
 LH1093'RECOVERED AND BROKEN OUT OF THE CONCRETE BLOCK WHICH WAS FOUND
 LH1093'LYING IN A ROAD DITCH.  THE CONCRETE BLOCK FOR THE STATION
 LH1093'MARK WAS REPAIRED AND APPEARED TO BE IN ITS ORIGINAL POSITION.
 LH1093'MEASUREMENTS TO THE REFERENCE MARKS CHECKED.  STATION IS 22 FEET
 LH1093'EAST OF THE CENTERLINE OF NORTH-SOUTH GRAVEL ROAD
 LH1093'EXTENDED SOUTH, ON THE CENTERLINE OF AN EAST-WEST GRAVEL
 LH1093'ROAD EXTENDED WEST, 21.5 FEET WEST-SOUTHWEST OF A GAS PIPELINE
 LH1093'SIGNPOST, AND 1 FOOT NORTH OF A STEEL WITNESS POST WITH SIGN.
 LH1093'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LH1093'STAMPED AURORA 1950.
 LH1093
 LH1093                          STATION RECOVERY (1984)
 LH1093
 LH1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LH1093'THE SURFACE STATION MARK AND BENCH MARK C 338 WERE RECOVERED IN GOOD
 LH1093'CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND.  IT HAS
 LH1093'PROBABLY BEEN GRADED OUT DURING DITCHING OPERATIONS.  THE AZIMUTH
 LH1093'MARK HAD BEEN DESTROYED PRIOR TO 1963.  THE DIRECTION TO BENCH MARK C
 LH1093'338 AGREED WITH 1950 DATA.  DUE TO THE FACT THE BENCH MARK IS SET
 LH1093'VERTICALLY IN A BRIDGE PILLAR, THE 1950 TRAVERSE COULD NOT BE
 LH1093'CHECKED BY ONE PERSON AND WAS NOT VERIFIED THIS DATE.
 LH1093'A SANITARY SEWER WILL PASS THROUGH THE STATION SITE, RESULTING IN ITS
 LH1093'DESTRUCTION, THEREFORE, STATION--AURORA 2--, REFERENCE MARKS 3, 4 AND
 LH1093'AN AZIMUTH MARK FOR THE NEW STATION HAVE BEEN ESTABLISHED, JUST SOUTH
 LH1093'FROM THE OVERPASS BRIDGE OF U.S. HIGHWAY 34 WHICH CROSSES OVER 2
 LH1093'TRACKS OF THE BURLINGTON NORTHERN RAILROAD.  SINCE NO DISTANT OBJECTS
 LH1093'WERE GROUND VISIBLE, A POLARIS OBSERVATION WAS TAKEN FROM
 LH1093'STATION--AURORA--TO THE NEW AZIMUTH MARK.
 LH1093'BENCH MARK C 338 IS NOT DIRECTLY VISIBLE TO THE NEW STATION, HOWEVER,
 LH1093'A LEVEL TIE WAS MADE TO THE NEW SURFACE STATION MARK.
 LH1093'FOR FURTHER DETAILS, SEE THE DESCRIPTIONS TO THE NEW STATION AND THE
 LH1093'PERIPHERAL MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1529 ***********************************************************************
 LH1529  DESIGNATION -  AURORA 2 AZ MK
 LH1529  PID         -  LH1529
 LH1529  STATE/COUNTY-  NE/HAMILTON
 LH1529  USGS QUAD   -  AURORA WEST (1968)
 LH1529
 LH1529                         *CURRENT SURVEY CONTROL
 LH1529  ___________________________________________________________________
 LH1529* NAD 83(1995)-  40 51 53.80020(N)    098 04 25.06747(W)     ADJUSTED  
 LH1529* NAVD 88     -       557.     (meters)    1827.     (feet)  SCALED    
 LH1529  ___________________________________________________________________
 LH1529  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 LH1529  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 LH1529
 LH1529  HORZ ORDER  -  THIRD
 LH1529
 LH1529.The horizontal coordinates were established by classical geodetic methods
 LH1529.and adjusted by the National Geodetic Survey in August 1997..
 LH1529
 LH1529.The orthometric height was scaled from a topographic map.
 LH1529
 LH1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1529
 LH1529.The geoid height was determined by GEOID03.
 LH1529
 LH1529;                    North         East     Units Scale Factor Converg.
 LH1529;SPC NE       -   116,345.714   662,347.094   MT  0.99972070   +1 16 35.8
 LH1529;UTM  14      - 4,524,177.740   578,068.456   MT  0.99967501   +0 36 22.1
 LH1529
 LH1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1529!SPC NE       -   0.99991670  x   0.99972070  =   0.99963742
 LH1529!UTM  14      -   0.99991670  x   0.99967501  =   0.99959174
 LH1529
 LH1529                          SUPERSEDED SURVEY CONTROL
 LH1529
 LH1529  NAD 83(1986)-  40 51 53.80799(N)    098 04 25.07074(W) AD(       ) 3
 LH1529
 LH1529.Superseded values are not recommended for survey control.
 LH1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1529.See file dsdata.txt to determine how the superseded data were derived.
 LH1529
 LH1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7806824178(NAD 83)
 LH1529_MARKER: DZ = AZIMUTH MARK DISK
 LH1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1529_SP_SET: CONCRETE POST
 LH1529_STAMPING: AURORA 2 1984
 LH1529_MARK LOGO: NGS   
 LH1529_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1529+STABILITY: SURFACE MOTION
 LH1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1529+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1996
 LH1529
 LH1529  HISTORY     - Date     Condition        Report By
 LH1529  HISTORY     - 1984     MONUMENTED       NGS
 LH1529  HISTORY     - 19960923 GOOD             NGS
 LH1529
 LH1529                          STATION DESCRIPTION
 LH1529
 LH1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LH1529'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST FROM AURORA, 0.8 KM
 LH1529'(0.5 MI) SOUTH FROM THE U.S. HIGHWAY 34 OVERPASS BRIDGE OVER THE
 LH1529'BURLINGTON NORTHERN RAILROAD TRACKS AND ON THE EAST RIGHT-OF-WAY OF A
 LH1529'GRADED COUNTY ROAD.
 LH1529'TO REACH FROM THE NORTHWEST CORNER OF THE HAMILTON COUNTY COURTHOUSE
 LH1529'SQUARE, IN AURORA, GO NORTH ON 12TH STREET FOR 0.48 KM (0.30 MI) TO
 LH1529'U.S. HIGHWAY 34.  TURN LEFT AND GO WEST ON THE HIGHWAY FOR 6.76 KM
 LH1529'(4.20 MI) TO A SIDE ROAD ON THE LEFT, AT THE WEST END OF THE OVERPASS
 LH1529'BRIDGE FOR THE BURLINGTON NORTHERN RAILROAD.  TURN SHARP LEFT, MAKING
 LH1529'A U-TURN, AND GO EAST ON A GRADED ROAD FOR 0.24 KM (0.15 MI) TO A
 LH1529'CURVE SOUTH.  CONTINUE SOUTH FOR 0.80 KM (0.50 MI) TO THE STATION ON
 LH1529'THE LEFT, AT A FENCE CORNER AND A FIELD ENTRANCE.
 LH1529'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LH1529'PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.  THE UNDERGROUND
 LH1529'MARK IS RECESSED 0.9 M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS
 LH1529'ARE 9.75 M (31.99 FT) EAST FROM THE CENTERLINE OF THE ROAD, 8.54 M
 LH1529'(28.02 FT) SOUTH FROM THE FENCE CORNER, 4.0 M (13.1 FT) SOUTH FROM
 LH1529'THE CENTERLINE OF THE FIELD ENTRANCE AND 0.91 M (2.99 FT) NORTH FROM
 LH1529'A WITNESS POST.
 LH1529
 LH1529                          STATION RECOVERY (1996)
 LH1529
 LH1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAO)
 LH1529'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION BEING ADEQUATE.
 LH1529'STATION AURORA 2 IS NOW UNDER A 25 FOOT (7.6 M) DEEP FILL AND IS
 LH1529'LONGER USEABLE WITH THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1090 ***********************************************************************
 LH1090  DESIGNATION -  AURORA HAMILTON CTHSE SPIRE
 LH1090  PID         -  LH1090
 LH1090  STATE/COUNTY-  NE/HAMILTON
 LH1090  USGS QUAD   -  AURORA WEST (1968)
 LH1090
 LH1090                         *CURRENT SURVEY CONTROL
 LH1090  ___________________________________________________________________
 LH1090* NAD 83(1995)-  40 52 04.50668(N)    098 00 07.75162(W)     ADJUSTED  
 LH1090* NAVD 88     -                                                        
 LH1090  ___________________________________________________________________
 LH1090  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 LH1090  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 LH1090
 LH1090  HORZ ORDER  -  THIRD
 LH1090
 LH1090.The horizontal coordinates were established by classical geodetic methods
 LH1090.and adjusted by the National Geodetic Survey in August 1997..
 LH1090
 LH1090
 LH1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1090
 LH1090.The geoid height was determined by GEOID03.
 LH1090
 LH1090;                    North         East     Units Scale Factor Converg.
 LH1090;SPC NE       -   116,812.507   668,362.188   MT  0.99972013   +1 19 26.3
 LH1090;UTM  14      - 4,524,574.070   584,088.365   MT  0.99968703   +0 39 10.6
 LH1090
 LH1090                          SUPERSEDED SURVEY CONTROL
 LH1090
 LH1090  NAD 83(1986)-  40 52 04.51414(N)    098 00 07.75232(W) AD(       ) 4
 LH1090  NAD 27      -  40 52 04.45800(N)    098 00 06.54500(W) AD(       ) 3
 LH1090
 LH1090.Superseded values are not recommended for survey control.
 LH1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1090.See file dsdata.txt to determine how the superseded data were derived.
 LH1090
 LH1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8408824574(NAD 83)
 LH1090_MARKER: 89 = SPIRE
 LH1090
 LH1090  HISTORY     - Date     Condition        Report By
 LH1090  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1090  HISTORY     - 20020811 GOOD             USPSQD
 LH1090  HISTORY     - 20030814 GOOD             USPSQD
 LH1090
 LH1090                          STATION DESCRIPTION
 LH1090
 LH1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1090'STATION IS LOCATED IN THE TOWN OF AURORA IN THE CENTER OF THE
 LH1090'TOWN SQUARE.  THE BUILDING IS A BRICK AND COLORADO LIME STONE
 LH1090'STRUCTURE.  THE SPIRE IS APPROXIMATELY 115 FEET HIGH WITH
 LH1090'A SPEAR SHAPED METAL POINT ON TOP.
 LH1090'
 LH1090'THE POINT INTERSECTED WAS THE SPEAR SHAPED METAL POINT ON TOP
 LH1090'OF THE SPIRE.
 LH1090
 LH1090                          STATION RECOVERY (2002)
 LH1090
 LH1090'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LH1090'COURTHOUSE IS EAST OF 12TH ST. AND WEST OF 13TH ST. SOUTH OF 'M' ST.
 LH1090'AND NORTH OF 'L' ST.
 LH1090
 LH1090                          STATION RECOVERY (2003)
 LH1090
 LH1090'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1091 ***********************************************************************
 LH1091  DESIGNATION -  AURORA MUNICIPAL STANDPIPE
 LH1091  PID         -  LH1091
 LH1091  STATE/COUNTY-  NE/HAMILTON
 LH1091  USGS QUAD   -  AURORA WEST (1968)
 LH1091
 LH1091                         *CURRENT SURVEY CONTROL
 LH1091  ___________________________________________________________________
 LH1091* NAD 83(1995)-  40 51 55.96226(N)    098 00 05.99203(W)     ADJUSTED  
 LH1091* NAVD 88     -                                                        
 LH1091  ___________________________________________________________________
 LH1091  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 LH1091  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 LH1091
 LH1091  HORZ ORDER  -  THIRD
 LH1091
 LH1091.The horizontal coordinates were established by classical geodetic methods
 LH1091.and adjusted by the National Geodetic Survey in August 1997..
 LH1091
 LH1091
 LH1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1091
 LH1091.The geoid height was determined by GEOID03.
 LH1091
 LH1091;                    North         East     Units Scale Factor Converg.
 LH1091;SPC NE       -   116,550.028   668,409.461   MT  0.99972059   +1 19 27.4
 LH1091;UTM  14      - 4,524,311.064   584,132.558   MT  0.99968712   +0 39 11.6
 LH1091
 LH1091                          SUPERSEDED SURVEY CONTROL
 LH1091
 LH1091  NAD 83(1986)-  40 51 55.96971(N)    098 00 05.99276(W) AD(       ) 4
 LH1091  NAD 27      -  40 51 55.91300(N)    098 00 04.78600(W) AD(       ) 3
 LH1091
 LH1091.Superseded values are not recommended for survey control.
 LH1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1091.See file dsdata.txt to determine how the superseded data were derived.
 LH1091
 LH1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8413324311(NAD 83)
 LH1091_MARKER: 52 = STANDPIPE TANK
 LH1091
 LH1091  HISTORY     - Date     Condition        Report By
 LH1091  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1091  HISTORY     - 20030814 MARK NOT FOUND   USPSQD
 LH1091
 LH1091                          STATION DESCRIPTION
 LH1091
 LH1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1091'STATION IS LOCATED IN THE TOWN OF AURORA.  TO REACH STATION
 LH1091'FROM SW CORNER OF THE TOWN SQUARE, GO SOUTH FOR 0.15 MILE,
 LH1091'TURN LEFT (EAST) AND GO FOR 0.05 MILE TO STATION ON THE
 LH1091'LEFT (NORTH) SIDE OF STREET.  THE STATION IS ON THE EASTSIDE
 LH1091'OF BRICK BUILDING AURORA ELECTRIC CO.  STATION IS A STEEL PIPE,
 LH1091'10 FEET IN DIAMETER AND 105 FEET HIGH, MOUNTED ON A BLACK
 LH1091'CONCRETE BASE.  PAINTED SILVER AND HAS NO NAME STENCILED ON THE
 LH1091'SIDE.  POINT INTERSECTED WAS THE CENTER OF THE PIPE.
 LH1091
 LH1091                          STATION RECOVERY (2003)
 LH1091
 LH1091'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1091'STATION NOT FOUND. SITE LOCATED. STREET IN 1950 DESCRIPTION 0.15 MILE
 LH1091'SOUTH OF SW CORNER OF THE TOWN SQUARE IS 'J' ST. AURORA ELECTRIC CO.
 LH1091'BUILDING IS ON 'J' ST. STANDPIPE NO LONGER EXISTS AT THE SITE. NEW
 LH1091'CITY HALL BUILDING HAS BEEN BUILT ON THE SITE. PICTURES TAKEN VERIFY
 LH1091'THE STANDPIPE HAS BEEN DESTROYED. THIS STATION SHOULD BE DECLARED
 LH1091'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0083 ***********************************************************************
 LG0083  DESIGNATION -  AVOCA
 LG0083  PID         -  LG0083
 LG0083  STATE/COUNTY-  NE/CASS
 LG0083  USGS QUAD   -  AVOCA (1966)
 LG0083
 LG0083                         *CURRENT SURVEY CONTROL
 LG0083  ___________________________________________________________________
 LG0083* NAD 83(1986)-  40 48 26.     (N)    096 02 18.     (W)     SCALED    
 LG0083* NAVD 88     -       362.846  (meters)    1190.44   (feet)  ADJUSTED  
 LG0083  ___________________________________________________________________
 LG0083  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 LG0083  DYNAMIC HT  -         362.681 (meters)    1189.90  (feet)  COMP
 LG0083  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 LG0083
 LG0083  VERT ORDER  -  SECOND    CLASS 0
 LG0083
 LG0083.The horizontal coordinates were scaled from a topographic map and have
 LG0083.an estimated accuracy of +/- 6 seconds.
 LG0083
 LG0083.The orthometric height was determined by differential leveling
 LG0083.and adjusted by the National Geodetic Survey in June 1991..
 LG0083
 LG0083.The geoid height was determined by GEOID03.
 LG0083
 LG0083.The dynamic height is computed by dividing the NAVD 88
 LG0083.geopotential number by the normal gravity value computed on the
 LG0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0083.degrees latitude (g = 980.6199 gals.).
 LG0083
 LG0083.The modeled gravity was interpolated from observed gravity values.
 LG0083
 LG0083;                    North         East    Units  Estimated Accuracy
 LG0083;SPC NE       -   115,780.      834,080.      MT  (+/- 180 meters Scaled)
 LG0083
 LG0083                          SUPERSEDED SURVEY CONTROL
 LG0083
 LG0083  NGVD 29 (??/??/92)  362.746  (m)         1190.11   (f) ADJ UNCH    2 0
 LG0083
 LG0083.Superseded values are not recommended for survey control.
 LG0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0083.See file dsdata.txt to determine how the superseded data were derived.
 LG0083
 LG0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL498215(NAD 83)
 LG0083_MARKER: DS = TRIANGULATION STATION DISK
 LG0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0083_STAMPING: AVOCA 1961
 LG0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0083+STABILITY: SURFACE MOTION
 LG0083
 LG0083  HISTORY     - Date     Condition        Report By
 LG0083  HISTORY     - 1961     MONUMENTED       CGS
 LG0083
 LG0083                          STATION DESCRIPTION
 LG0083
 LG0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0083'4 MI SW FROM NEHAWKA.
 LG0083'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0083'RAILROAD STATION AT NEHAWKA, THENCE 2.4 MILES WEST ALONG U.S.
 LG0083'HIGHWAY 34 TO THE MISSILE ROAD, THENCE 0.45 MILE SOUTH ALONG
 LG0083'THE MISSILE ROAD THROUGH THE GUARD GATE TO THE SOUTH SIDE OF
 LG0083'THE MISSILE SITE, 76.1 FEET WEST OF R.M. 1, 72.6 FEET EAST OF
 LG0083'R.M. 2, 39.2 FEET EAST OF THE CORPS OF ENGINEERS BENCH MARK,
 LG0083'10.0 FEET NORTH OF THE RIGHT OF WAY FENCE, SET IN THE TOP OF A
 LG0083'SQUARE CONCRETE POST PROJECTING 4 INCHES, 1.8 FEET SOUTH OF A
 LG0083'METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0081 ***********************************************************************
 LG0081  DESIGNATION -  AVOCA AZ MK
 LG0081  PID         -  LG0081
 LG0081  STATE/COUNTY-  NE/CASS
 LG0081  USGS QUAD   -  AVOCA (1966)
 LG0081
 LG0081                         *CURRENT SURVEY CONTROL
 LG0081  ___________________________________________________________________
 LG0081* NAD 83(1995)-  40 48 47.83051(N)    096 02 35.10920(W)     ADJUSTED  
 LG0081* NAVD 88     -       371.567  (meters)    1219.05   (feet)  ADJUSTED  
 LG0081  ___________________________________________________________________
 LG0081  LAPLACE CORR-         -11.24  (seconds)                    DEFLEC99
 LG0081  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 LG0081  DYNAMIC HT  -         371.400 (meters)    1218.50  (feet)  COMP
 LG0081  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 LG0081
 LG0081  HORZ ORDER  -  THIRD
 LG0081  VERT ORDER  -  SECOND    CLASS 0
 LG0081
 LG0081.The horizontal coordinates were established by classical geodetic methods
 LG0081.and adjusted by the National Geodetic Survey in August 1997..
 LG0081
 LG0081.The orthometric height was determined by differential leveling
 LG0081.and adjusted by the National Geodetic Survey in June 1991..
 LG0081
 LG0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0081
 LG0081.The geoid height was determined by GEOID03.
 LG0081
 LG0081.The dynamic height is computed by dividing the NAVD 88
 LG0081.geopotential number by the normal gravity value computed on the
 LG0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0081.degrees latitude (g = 980.6199 gals.).
 LG0081
 LG0081.The modeled gravity was interpolated from observed gravity values.
 LG0081
 LG0081;                    North         East     Units Scale Factor Converg.
 LG0081;SPC NE       -   116,438.191   833,647.125   MT  0.99973110   +2 37 20.0
 LG0081;UTM  14      - 4,522,238.602   749,397.773   MT  1.00036564   +1 56 01.0
 LG0081;UTM  15      - 4,522,487.595   243,333.169   MT  1.00041093   -1 59 24.1
 LG0081
 LG0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0081!SPC NE       -   0.99994603  x   0.99973110  =   0.99967714
 LG0081!UTM  14      -   0.99994603  x   1.00036564  =   1.00031165
 LG0081!UTM  15      -   0.99994603  x   1.00041093  =   1.00035693
 LG0081
 LG0081                          SUPERSEDED SURVEY CONTROL
 LG0081
 LG0081  NAD 83(1986)-  40 48 47.84007(N)    096 02 35.10571(W) AD(       ) 3
 LG0081  NAD 27      -  40 48 47.83760(N)    096 02 34.07256(W) AD(       ) 3
 LG0081  NGVD 29 (??/??/92)  371.469  (m)         1218.73   (f) ADJ UNCH    2 0
 LG0081
 LG0081.Superseded values are not recommended for survey control.
 LG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0081.See file dsdata.txt to determine how the superseded data were derived.
 LG0081
 LG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4939822239(NAD 83)
 LG0081_MARKER: DZ = AZIMUTH MARK DISK
 LG0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0081_STAMPING: AVOCA 1961
 LG0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0081+STABILITY: SURFACE MOTION
 LG0081
 LG0081  HISTORY     - Date     Condition        Report By
 LG0081  HISTORY     - 1961     MONUMENTED       CGS
 LG0081  HISTORY     - 1961     GOOD             CGS
 LG0081
 LG0081                          STATION DESCRIPTION
 LG0081
 LG0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0081'STATION IS LOCATED, AIRLINE, ABOUT 12-1/2 MILES NE OF SYRACUSE,
 LG0081'7-1/2 MILES SE OF WEEPING WATER, 4-3/4 MILES ENE OF AVOCA, AND
 LG0081'2-1/2 MILES SW OF NEHAWKA.
 LG0081'
 LG0081'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AVOCA 1961, CEMENTED
 LG0081'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6
 LG0081'INCHES ABOVE GROUND.  IT IS 59.7 FEET N OF THE CENTERLINE OF THE
 LG0081'HIGHWAY AND ABOUT 6 FEET ABOVE THE HIGHWAY, 2.6 FEET S OF THE
 LG0081'N RIGHT-OF-WAY FENCE, AND 0.8 FOOT SE OF A METAL WITNESS POST.
 LG0081'
 LG0081'TO REACH FROM THE POST OFFICE IN NEHAWKA, GO W ABOUT 100 FEET TO A
 LG0081'JUNCTION WITH STATE SPUR 534, TURN LEFT AND GO S ON STATE SPUR
 LG0081'534 1.1 MILES TO THE JUNCTION WITH U.S. HWY 34.  TURN RIGHT AND
 LG0081'GO W ON U.S. HWY 34 2.5 MILES TO A SIDE ROAD ON THE LEFT.
 LG0081'CONTINUE W ON THE HIGHWAY 0.4 MILE TO THE MARK ON THE RIGHT
 LG0081'ON TOP OF THE BANK IN A LOW HIGHWAY CUT.
 LG0081
 LG0081                          STATION RECOVERY (1961)
 LG0081
 LG0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0081'4 MI SW FROM NEHAWKA.
 LG0081'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0081'RAILRAOD AT NEHAWKA, THENCE 2.8 MILES WEST ALONG U.S. HIGHWAY
 LG0081'34, 60.0 FEET NORTH OF CENTER LINE OF HIGHWAY, 6 FEET HIGHER THAN
 LG0081'THE HIGHWAY, 2.7 FEET SOUTH OF THE FENCE, 0.8 FEET SOUTHEAST
 LG0081'OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE
 LG0081'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0084 ***********************************************************************
 LG0084  DESIGNATION -  AVOCA RM 1
 LG0084  PID         -  LG0084
 LG0084  STATE/COUNTY-  NE/CASS
 LG0084  USGS QUAD   -  AVOCA (1966)
 LG0084
 LG0084                         *CURRENT SURVEY CONTROL
 LG0084  ___________________________________________________________________
 LG0084* NAD 83(1986)-  40 48 26.     (N)    096 02 18.     (W)     SCALED    
 LG0084* NAVD 88     -       361.995  (meters)    1187.65   (feet)  ADJUSTED  
 LG0084  ___________________________________________________________________
 LG0084  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 LG0084  DYNAMIC HT  -         361.831 (meters)    1187.11  (feet)  COMP
 LG0084  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 LG0084
 LG0084  VERT ORDER  -  SECOND    CLASS 0
 LG0084
 LG0084.The horizontal coordinates were scaled from a topographic map and have
 LG0084.an estimated accuracy of +/- 6 seconds.
 LG0084
 LG0084.The orthometric height was determined by differential leveling
 LG0084.and adjusted by the National Geodetic Survey in June 1991..
 LG0084
 LG0084.The geoid height was determined by GEOID03.
 LG0084
 LG0084.The dynamic height is computed by dividing the NAVD 88
 LG0084.geopotential number by the normal gravity value computed on the
 LG0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0084.degrees latitude (g = 980.6199 gals.).
 LG0084
 LG0084.The modeled gravity was interpolated from observed gravity values.
 LG0084
 LG0084;                    North         East    Units  Estimated Accuracy
 LG0084;SPC NE       -   115,780.      834,080.      MT  (+/- 180 meters Scaled)
 LG0084
 LG0084                          SUPERSEDED SURVEY CONTROL
 LG0084
 LG0084  NGVD 29 (??/??/92)  361.895  (m)         1187.32   (f) ADJ UNCH    2 0
 LG0084
 LG0084.Superseded values are not recommended for survey control.
 LG0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0084.See file dsdata.txt to determine how the superseded data were derived.
 LG0084
 LG0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL498215(NAD 83)
 LG0084_MARKER: DR = REFERENCE MARK DISK
 LG0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0084_STAMPING: AVOCA NO 1 1961
 LG0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0084+STABILITY: SURFACE MOTION
 LG0084
 LG0084  HISTORY     - Date     Condition        Report By
 LG0084  HISTORY     - 1961     MONUMENTED       CGS
 LG0084
 LG0084                          STATION DESCRIPTION
 LG0084
 LG0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0084'4 MI SW FROM NEHAWKA.
 LG0084'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0084'RAILROAD AT NEHAWKA, THENCE 2.4 MILES WEST ALONG U.S. HIGHWAY
 LG0084'34 TO THE MISSILE ROAD, THENCE 0.45 MILE SOUTH ALONG THE MISSILE
 LG0084'ROAD THROUGH THE GUARD GATE TO THE SOUTH SIDE OF THE MISSILE
 LG0084'SITE, 76.1 FEET EAST OF THE STATION, 83.3 FEET NORTHWEST OF
 LG0084'THE SOUTHEAST FENCE CORNER, 15.9 FEET NORTH OF THE FENCE, 3 FEET
 LG0084'LOWER THAN THE STATION, SET IN TOP OF A SQUARE CONCRETE POST
 LG0084'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0082 ***********************************************************************
 LG0082  DESIGNATION -  AVOCA RM 2
 LG0082  PID         -  LG0082
 LG0082  STATE/COUNTY-  NE/CASS
 LG0082  USGS QUAD   -  AVOCA (1966)
 LG0082
 LG0082                         *CURRENT SURVEY CONTROL
 LG0082  ___________________________________________________________________
 LG0082* NAD 83(1986)-  40 48 26.     (N)    096 02 18.     (W)     SCALED    
 LG0082* NAVD 88     -       363.485  (meters)    1192.53   (feet)  ADJUSTED  
 LG0082  ___________________________________________________________________
 LG0082  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 LG0082  DYNAMIC HT  -         363.320 (meters)    1191.99  (feet)  COMP
 LG0082  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 LG0082
 LG0082  VERT ORDER  -  SECOND    CLASS 0
 LG0082
 LG0082.The horizontal coordinates were scaled from a topographic map and have
 LG0082.an estimated accuracy of +/- 6 seconds.
 LG0082
 LG0082.The orthometric height was determined by differential leveling
 LG0082.and adjusted by the National Geodetic Survey in June 1991..
 LG0082
 LG0082.The geoid height was determined by GEOID03.
 LG0082
 LG0082.The dynamic height is computed by dividing the NAVD 88
 LG0082.geopotential number by the normal gravity value computed on the
 LG0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0082.degrees latitude (g = 980.6199 gals.).
 LG0082
 LG0082.The modeled gravity was interpolated from observed gravity values.
 LG0082
 LG0082;                    North         East    Units  Estimated Accuracy
 LG0082;SPC NE       -   115,780.      834,080.      MT  (+/- 180 meters Scaled)
 LG0082
 LG0082                          SUPERSEDED SURVEY CONTROL
 LG0082
 LG0082  NGVD 29 (??/??/92)  363.386  (m)         1192.21   (f) ADJ UNCH    2 0
 LG0082
 LG0082.Superseded values are not recommended for survey control.
 LG0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0082.See file dsdata.txt to determine how the superseded data were derived.
 LG0082
 LG0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL498215(NAD 83)
 LG0082_MARKER: DR = REFERENCE MARK DISK
 LG0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0082_STAMPING: AVOCA NO 2 1961
 LG0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0082+STABILITY: SURFACE MOTION
 LG0082
 LG0082  HISTORY     - Date     Condition        Report By
 LG0082  HISTORY     - 1961     MONUMENTED       CGS
 LG0082
 LG0082                          STATION DESCRIPTION
 LG0082
 LG0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0082'4 MI SW FROM NEHAWKA.
 LG0082'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0082'RAILROAD AT NEHAWKA, THENCE 2.4 MILES WEST ALONG U.S. HIGHWAY
 LG0082'34 TO THE MISSILE ROAD, THENCE 0.45 MILE SOUTH ALONG THE MISSILE
 LG0082'ROAD THROUGH THE GUARD GATE TO THE SOUTH SIDE OF THE MISSILE
 LG0082'SITE, 72.6 FEET WEST OF THE STATION, 33.4 FEET WEST OF THE
 LG0082'CORPS OF ENGINEERS BENCH MARK, 4 FEET NORTH OF THE FENCE, 2 FEET
 LG0082'HIGHER THAN THE STATION, SET IN TOP OF A SQUARE CONCRETE POST
 LG0082'PROJECTING 1.6 FEET ON THE NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1773 ***********************************************************************
 NM1773  DESIGNATION -  AXEL
 NM1773  PID         -  NM1773
 NM1773  STATE/COUNTY-  NE/WAYNE
 NM1773  USGS QUAD   -  NORFOLK NE (1976)
 NM1773
 NM1773                         *CURRENT SURVEY CONTROL
 NM1773  ___________________________________________________________________
 NM1773* NAD 83(1995)-  42 13 15.82340(N)    097 17 16.11584(W)     ADJUSTED  
 NM1773* NAVD 88     -       565.     (meters)    1854.     (feet)  SCALED    
 NM1773  ___________________________________________________________________
 NM1773  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 NM1773  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 NM1773
 NM1773  HORZ ORDER  -  FIRST
 NM1773
 NM1773.The horizontal coordinates were established by classical geodetic methods
 NM1773.and adjusted by the National Geodetic Survey in August 1997..
 NM1773
 NM1773.The orthometric height was scaled from a topographic map.
 NM1773
 NM1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1773
 NM1773.The geoid height was determined by GEOID03.
 NM1773
 NM1773;                    North         East     Units Scale Factor Converg.
 NM1773;SPC NE       -   268,616.626   723,831.870   MT  0.99973648   +1 47 50.5
 NM1773;UTM  14      - 4,675,740.038   641,309.740   MT  0.99984570   +1 09 02.8
 NM1773
 NM1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1773!SPC NE       -   0.99991527  x   0.99973648  =   0.99965177
 NM1773!UTM  14      -   0.99991527  x   0.99984570  =   0.99976098
 NM1773
 NM1773:                Primary Azimuth Mark                     Grid Az
 NM1773:SPC NE       -  ALLEN TANK                               057 14 06.2
 NM1773:UTM  14      -  ALLEN TANK                               057 52 53.9
 NM1773
 NM1773|---------------------------------------------------------------------|
 NM1773| PID    Reference Object                     Distance      Geod. Az  |
 NM1773|                                                           dddmmss.s |
 NM1773| NM1735 ALLEN TANK                          APPROX.42.4 KM 0590156.7 |
 NM1773| CO2125 AXEL RM 2                            39.687 METERS 06422     |
 NM1773| NM1766 WAYNE STATE TEACHERS COLL TANK      APPROX.22.6 KM 0835708.2 |
 NM1773| NM1765 WAYNE TANK                          APPROX.22.4 KM 0851951.6 |
 NM1773| CO2123 AXEL AZ MK                                         0883409.4 |
 NM1773| NM1771 WINSIDE TANK                        APPROX.10.3 KM 1154829.3 |
 NM1773| NM1783 NORFOLK ST HOSP INSANE SPIPE        APPROX.20.3 KM 2033236.5 |
 NM1773| NM1772 CHURCH SPIRE B                      APPROX. 6.8 KM 2414951.5 |
 NM1773| CO2124 AXEL RM 1                            42.613 METERS 29354     |
 NM1773|---------------------------------------------------------------------|
 NM1773
 NM1773                          SUPERSEDED SURVEY CONTROL
 NM1773
 NM1773  NAD 83(1986)-  42 13 15.83179(N)    097 17 16.11434(W) AD(       ) 1
 NM1773  NAD 27      -  42 13 15.82700(N)    097 17 14.92700(W) AD(       ) 1
 NM1773
 NM1773.Superseded values are not recommended for survey control.
 NM1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1773.See file dsdata.txt to determine how the superseded data were derived.
 NM1773
 NM1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4131075740(NAD 83)
 NM1773_MARKER: DS = TRIANGULATION STATION DISK
 NM1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1773_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1773
 NM1773  HISTORY     - Date     Condition        Report By
 NM1773  HISTORY     - 1935     MONUMENTED       CGS
 NM1773  HISTORY     - 1961     GOOD             USGS
 NM1773  HISTORY     - 1981     GOOD             LOCENG
 NM1773
 NM1773                          STATION DESCRIPTION
 NM1773
 NM1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1773'STATION IS LOCATED IN THE SOUTHEAST QUARTER SEC. 3, T. 26
 NM1773'N., R. 1 E., ON A KNOLL ON THE EAST SIDE OF A LARGE RIDGE,
 NM1773'ON SOUTH SIDE OF ROAD WHERE IT CROSSES OVER KNOLL, ABOUT 8
 NM1773'MILES NORTH OF HOSKINS.  A TELEPHONE LINE CROSSES OVER ROAD
 NM1773'AT THIS POINT.  MARK IS SET 36 FEET SOUTH OF CENTERLINE OF
 NM1773'ROAD, 11 FEET SOUTH OF AN EAST-WEST FENCE, 8 FEET EAST OF
 NM1773'A NORTH-SOUTH FENCE, AND IS ABOUT 18 INCHES BELOW SURFACE
 NM1773'OF GROUND.
 NM1773'
 NM1773'TO REACH FROM RAILROAD STATION IN HOSKINS, GO NORTH 0.15
 NM1773'MILE, THENCE EAST AND NORTH ON STATE HIGHWAY 35 FOR 4.7
 NM1773'MILES, CONTINUE STRAIGHT AHEAD (NORTH) WHERE STATE HIGHWAY
 NM1773'35 TURNS EAST AND GO 3 MILES, TURN RIGHT (EAST) AND GO 0.15
 NM1773'MILE TO TOP OF KNOLL AND STATION.
 NM1773'
 NM1773'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF CENTERLINE OF ROAD,
 NM1773'3 FEET SOUTH OF EAST-WEST FENCE LINE.
 NM1773'
 NM1773'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF CENTERLINE OF ROAD,
 NM1773'3 FEET SOUTH OF EAST-WEST FENCE LINE.
 NM1773'
 NM1773'AZIMUTH MARK IS 0.4 MILE EAST OF STATION, 22 FEET NORTH OF
 NM1773'CENTERLINE OF ROAD, 3 FEET SOUTH OF EAST-WEST FENCE LINE, AND
 NM1773'65 FEET WEST OF TELEPHONE POLE.
 NM1773'
 NM1773'REFERENCE AND AZIMUTH MARKS PROJECTS ABOUT 8 INCHES ABOVE
 NM1773'GROUND.
 NM1773'
 NM1773'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NM1773
 NM1773                          STATION RECOVERY (1961)
 NM1773
 NM1773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1773'STATION WAS FOUND 8 MI N AND 2 MI E OF HOSKINS.  T 26N,
 NM1773'R, 1E.  NEAR W 1/16TH CORNER, BETWEEN SECS. 14 AND 23.  30
 NM1773'FT S AND 825 FT E OF CROSSROADS.  IN THE E OF A FIELD DRIVE S.
 NM1773'IN A CONCRETE POST A STANDARD USC AND GS TABLET STAMPED
 NM1773'AXEL 1935.  TABLET IS 12 IN BELOW SURFACE OF GROUND.
 NM1773'
 NM1773'REFERENCE MARKS NO. 1 AND NO. 2 AND AZIMUTH MARK WERE FOUND
 NM1773'IN GOOD CONDITION.
 NM1773
 NM1773                          STATION RECOVERY (1981)
 NM1773
 NM1773'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DH)
 NM1773'AXEL 1935 RECOVERED GOOD.
 NM1773'
 NM1773'REFERENCE MARK NO. 1 RECOVERED GOOD.
 NM1773'
 NM1773'REFERENCE MARK NO. 2 RECOVERED GOOD.
 NM1773'
 NM1773'AZIMUTH MARK 1935 RECOVERED GOOD.
 NM1773'
 NM1773'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH AND 2 MILES
 NM1773'EAST OF HOSKINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1530 ***********************************************************************
 LH1530  DESIGNATION -  AXTELL AZ MK 2
 LH1530  PID         -  LH1530
 LH1530  STATE/COUNTY-  NE/KEARNEY
 LH1530  USGS QUAD   -  AXTELL WEST (1970)
 LH1530
 LH1530                         *CURRENT SURVEY CONTROL
 LH1530  ___________________________________________________________________
 LH1530* NAD 83(1995)-  40 29 19.60881(N)    099 09 40.26173(W)     ADJUSTED  
 LH1530* NAVD 88     -       673.     (meters)    2208.     (feet)  SCALED    
 LH1530  ___________________________________________________________________
 LH1530  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 LH1530  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 LH1530
 LH1530  HORZ ORDER  -  THIRD
 LH1530
 LH1530.The horizontal coordinates were established by classical geodetic methods
 LH1530.and adjusted by the National Geodetic Survey in August 1997..
 LH1530
 LH1530.The orthometric height was scaled from a topographic map.
 LH1530
 LH1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1530
 LH1530.The geoid height was determined by GEOID03.
 LH1530
 LH1530;                    North         East     Units Scale Factor Converg.
 LH1530;SPC NE       -    73,119.625   571,102.124   MT  0.99981471   +0 33 21.2
 LH1530;UTM  14      - 4,482,021.815   486,339.996   MT  0.99960230   -0 06 16.8
 LH1530
 LH1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1530!SPC NE       -   0.99989838  x   0.99981471  =   0.99971311
 LH1530!UTM  14      -   0.99989838  x   0.99960230  =   0.99950072
 LH1530
 LH1530                          SUPERSEDED SURVEY CONTROL
 LH1530
 LH1530  NAD 83(1986)-  40 29 19.61470(N)    099 09 40.26308(W) AD(       ) 3
 LH1530
 LH1530.Superseded values are not recommended for survey control.
 LH1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1530.See file dsdata.txt to determine how the superseded data were derived.
 LH1530
 LH1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8634082022(NAD 83)
 LH1530_MARKER: DZ = AZIMUTH MARK DISK
 LH1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1530_SP_SET: CONCRETE POST
 LH1530_STAMPING: AXTELL 1951 NO 2 1982
 LH1530_MARK LOGO: NGS   
 LH1530_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1530+STABILITY: SURFACE MOTION
 LH1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1530+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LH1530
 LH1530  HISTORY     - Date     Condition        Report By
 LH1530  HISTORY     - 1982     MONUMENTED       NGS
 LH1530
 LH1530                          STATION DESCRIPTION
 LH1530
 LH1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LH1530'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) NORTHEAST FROM MINDEN,
 LH1530'4 KM (2.5 MI) WEST FROM AXTELL AND ON THE WEST RIGHT-OF-WAY OF A
 LH1530'GRADED COUNTY ROAD.
 LH1530'TO REACH FROM THE AXTELL POST OFFICE, GO NORTH ON NORTH MAIN AVENUE
 LH1530'FOR 0.16 KM (0.10 MI) TO EAST 6TH STREET.  TURN LEFT AND GO WEST ON
 LH1530'EAST 6TH STREET AND A PAVED ROAD FOR 3.06 KM (1.90 MI) TO A
 LH1530'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 0.16 KM
 LH1530'(0.10 MI) TO A BRIDGE OVER AN IRRIGATION CANAL AND STATION AXTELL ON
 LH1530'THE LEFT. CONTINUE NORTH FOR 0.64 KM (0.40 MI) TO THE STATION ON THE
 LH1530'LEFT.
 LH1530'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LH1530'PROJECTS 10 CM ABOVE THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 LH1530'RECESSED 1.1 M (3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 13.0
 LH1530'M (42.7 FT) NORTH FROM THE CENTERLINE OF A FIELD ENTRANCE, 10.7 M
 LH1530'(35.1 FT) WEST FROM THE CENTERLINE OF THE ROAD, 0.74 M (2.43 FT)
 LH1530'SOUTH FROM A POWER POLE AND 0.53 M (1.74 FT) NORTH FROM A WITNESS
 LH1530'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1349 ***********************************************************************
 LH1349  DESIGNATION -  AXTELL MUNICIPAL TANK
 LH1349  PID         -  LH1349
 LH1349  STATE/COUNTY-  NE/KEARNEY
 LH1349  USGS QUAD   -  AXTELL WEST (1970)
 LH1349
 LH1349                         *CURRENT SURVEY CONTROL
 LH1349  ___________________________________________________________________
 LH1349* NAD 83(1995)-  40 28 43.28514(N)    099 07 34.15331(W)     ADJUSTED  
 LH1349* NAVD 88     -                                                        
 LH1349  ___________________________________________________________________
 LH1349  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 LH1349  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 LH1349
 LH1349  HORZ ORDER  -  THIRD
 LH1349
 LH1349.The horizontal coordinates were established by classical geodetic methods
 LH1349.and adjusted by the National Geodetic Survey in August 1997..
 LH1349
 LH1349
 LH1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1349
 LH1349.The geoid height was determined by GEOID03.
 LH1349
 LH1349;                    North         East     Units Scale Factor Converg.
 LH1349;SPC NE       -    72,028.875   574,082.669   MT  0.99981781   +0 34 44.7
 LH1349;UTM  14      - 4,480,897.007   489,307.128   MT  0.99960141   -0 04 54.8
 LH1349
 LH1349                          SUPERSEDED SURVEY CONTROL
 LH1349
 LH1349  NAD 83(1986)-  40 28 43.29072(N)    099 07 34.15342(W) AD(       ) 4
 LH1349  NAD 27      -  40 28 43.24500(N)    099 07 32.83500(W) AD(       ) 3
 LH1349
 LH1349.Superseded values are not recommended for survey control.
 LH1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1349.See file dsdata.txt to determine how the superseded data were derived.
 LH1349
 LH1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8930780897(NAD 83)
 LH1349_MARKER: 53 = ELEVATED TANK
 LH1349_MARK LOGO: CGS   
 LH1349
 LH1349  HISTORY     - Date     Condition        Report By
 LH1349  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1349  HISTORY     - 1951     GOOD             CGS
 LH1349  HISTORY     - 19821117 GOOD             NGS
 LH1349
 LH1349                          STATION DESCRIPTION
 LH1349
 LH1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1349'THE STATION IS LOCATED AT THE SOUTH END OF THE AXTELL BUSINESS
 LH1349'DISTRICT.  IT IS 150.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1349'STREET AND 40.0 FEET SOUTHEAST OF THE FIRE DEPARTMENT BUILDING.
 LH1349'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER AND
 LH1349'HAS AN OVERALL HEIGHT OF ABOUT 120.0 FEET.  THE TANK HAS A
 LH1349'CONICAL SHAPED ROOF WITH A BALL AT THE APEX.
 LH1349'
 LH1349'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 LH1349
 LH1349                          STATION RECOVERY (1951)
 LH1349
 LH1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1349'RECOVERED IN GOOD CONDITION.
 LH1349
 LH1349                          STATION RECOVERY (1982)
 LH1349
 LH1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LH1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1531 ***********************************************************************
 LH1531  DESIGNATION -  AXTELL RESET
 LH1531  PID         -  LH1531
 LH1531  STATE/COUNTY-  NE/KEARNEY
 LH1531  USGS QUAD   -  AXTELL WEST (1970)
 LH1531
 LH1531                         *CURRENT SURVEY CONTROL
 LH1531  ___________________________________________________________________
 LH1531* NAD 83(1995)-  40 28 58.91504(N)    099 09 40.34081(W)     ADJUSTED  
 LH1531* NAVD 88     -       681.     (meters)    2234.     (feet)  SCALED    
 LH1531  ___________________________________________________________________
 LH1531  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 LH1531  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 LH1531
 LH1531  HORZ ORDER  -  SECOND
 LH1531
 LH1531.The horizontal coordinates were established by classical geodetic methods
 LH1531.and adjusted by the National Geodetic Survey in August 1997..
 LH1531
 LH1531.The orthometric height was scaled from a topographic map.
 LH1531
 LH1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1531
 LH1531.The geoid height was determined by GEOID03.
 LH1531
 LH1531;                    North         East     Units Scale Factor Converg.
 LH1531;SPC NE       -    72,481.444   571,106.453   MT  0.99981647   +0 33 21.1
 LH1531;UTM  14      - 4,481,383.763   486,336.969   MT  0.99960230   -0 06 16.8
 LH1531
 LH1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1531!SPC NE       -   0.99989706  x   0.99981647  =   0.99971355
 LH1531!UTM  14      -   0.99989706  x   0.99960230  =   0.99949940
 LH1531
 LH1531:                Primary Azimuth Mark                     Grid Az
 LH1531:SPC NE       -  AXTELL AZ MK 2                           359 36 40.7
 LH1531:UTM  14      -  AXTELL AZ MK 2                           000 16 18.6
 LH1531
 LH1531|---------------------------------------------------------------------|
 LH1531| PID    Reference Object                     Distance      Geod. Az  |
 LH1531|                                                           dddmmss.s |
 LH1531| LH1530 AXTELL AZ MK 2                      APPROX. 0.6 KM 0001001.8 |
 LH1531| LH1567 AXTELL AZ MK                                       0014910.3 |
 LH1531| LH1572 AXTELL RM 3                          19.638 METERS 03729     |
 LH1531| LH1570 AXTELL RM 1                          36.329 METERS 05520     |
 LH1531| LH1349 AXTELL MUNICIPAL TANK               APPROX. 3.0 KM 0991208.6 |
 LH1531| LH1571 AXTELL RM 2                          21.593 METERS 14635     |
 LH1531| LH1573 AXTELL RM 4                          12.576 METERS 24314     |
 LH1531|---------------------------------------------------------------------|
 LH1531
 LH1531                          SUPERSEDED SURVEY CONTROL
 LH1531
 LH1531  NAD 83(1986)-  40 28 58.92112(N)    099 09 40.34214(W) AD(       ) 2
 LH1531  NAD 27      -  40 28 58.87500(N)    099 09 39.01500(W) AD(       ) 2
 LH1531
 LH1531.Superseded values are not recommended for survey control.
 LH1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1531.See file dsdata.txt to determine how the superseded data were derived.
 LH1531
 LH1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8633781384(NAD 83)
 LH1531_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1531_SP_SET: CONCRETE POST
 LH1531_STAMPING: AXTELL 1951 1982
 LH1531_MARK LOGO: NGS   
 LH1531_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1531+STABILITY: SURFACE MOTION
 LH1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1531+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LH1531
 LH1531  HISTORY     - Date     Condition        Report By
 LH1531  HISTORY     - 1982     MONUMENTED       NGS
 LH1531
 LH1531                          STATION DESCRIPTION
 LH1531
 LH1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LH1531'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) NORTHWEST OF HILDRETH,
 LH1531'18.5 KM (11.5 MI) EAST-NORTHEAST OF HOLDREGE, 3.2 KM (2.0 MI) WEST OF
 LH1531'AXTELL AND ON PROPERTY OF THE TRI-COUNTY DITCH COMPANY, NORTH HIGHWAY
 LH1531'10, MINDEN, NE 68959. PERMISSION FOR REPAIR OF THE STATION WAS
 LH1531'GRANTED BY WALT SCHNOOR. THE COMPANY POST OFFICE BOX IS 238 AND THE
 LH1531'TELEPHONE NUMBER IS 308 832 1980.
 LH1531'TO REACH FROM THE AXTELL POST OFFICE, GO NORTH ON NORTH MAIN AVENUE
 LH1531'FOR 0.16 KM (0.10 MI) TO EAST 6TH STREET.  TURN LEFT AND GO WEST ON
 LH1531'EAST 6TH STREET AND A PAVED ROAD FOR 3.06 KM (1.90 MI) TO A GRAVELED
 LH1531'CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 0.16 KM
 LH1531'(0.10 MI) TO A BRIDGE OVER AN IRRIGATION CANAL AND THE STATION ON THE
 LH1531'LEFT.
 LH1531'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1531'RECESSED 10 CM BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 LH1531'RECESSED 0.9 M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 22.7
 LH1531'M (74.5 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE CANAL BRIDGE,
 LH1531'21.6 M (70.9 FT) WEST FROM THE CENTERLINE OF THE ROAD, 9.3 M
 LH1531'(30.5 FT) SOUTH FROM THE SOUTH BANK OF THE IRRIGATION DITCH AND 0.42
 LH1531'M (1.38 FT) EAST FROM A WITNESS POST.
 LH1531'NOTE--THIS DESCRIPTION IS UPDATED AS OF MAY 06, 1983. AT THAT TIME RM
 LH1531'3 HAD BEEN DESTROYED WHEN THE BRIDGE WAS ENLARGED AND A RM 4
 LH1531'ESTABLISHED AND ALL REFERENCE TIES TO THE BRIDGE UPDATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1194 ***********************************************************************
 LH1194  DESIGNATION -  AYR
 LH1194  PID         -  LH1194
 LH1194  STATE/COUNTY-  NE/ADAMS
 LH1194  USGS QUAD   -  AYR (1969)
 LH1194
 LH1194                         *CURRENT SURVEY CONTROL
 LH1194  ___________________________________________________________________
 LH1194* NAD 83(1995)-  40 26 14.70129(N)    098 24 05.81468(W)     ADJUSTED  
 LH1194* NAVD 88     -       571.     (meters)    1873.     (feet)  SCALED    
 LH1194  ___________________________________________________________________
 LH1194  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 LH1194  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 LH1194
 LH1194  HORZ ORDER  -  SECOND
 LH1194
 LH1194.The horizontal coordinates were established by classical geodetic methods
 LH1194.and adjusted by the National Geodetic Survey in August 1997..
 LH1194
 LH1194.The orthometric height was scaled from a topographic map.
 LH1194
 LH1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1194
 LH1194.The geoid height was determined by GEOID03.
 LH1194
 LH1194;                    North         East     Units Scale Factor Converg.
 LH1194;SPC NE       -    68,325.519   635,586.667   MT  0.99983083   +1 03 33.3
 LH1194;UTM  14      - 4,476,479.966   550,750.688   MT  0.99963170   +0 23 17.3
 LH1194
 LH1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1194!SPC NE       -   0.99991440  x   0.99983083  =   0.99974525
 LH1194!UTM  14      -   0.99991440  x   0.99963170  =   0.99954613
 LH1194
 LH1194|---------------------------------------------------------------------|
 LH1194| PID    Reference Object                     Distance      Geod. Az  |
 LH1194|                                                           dddmmss.s |
 LH1194| CN7764 AYR RM 1                             27.623 METERS 18007     |
 LH1194| LH1187 BLUE HILL TRINITY LUTH CHURCH       APPROX.12.0 KM 1984522.2 |
 LH1194| LH1189 BLUE HILL MUNICIPAL STANDPIPE       APPROX.12.3 KM 1993931.4 |
 LH1194| LH1195 AYR SERVICE PIPE LINE CO TANK       APPROX. 3.3 KM 2585737.2 |
 LH1194| CN7765 AYR RM 2                             27.395 METERS 26814     |
 LH1194| CN7763 AYR AZ MK                                          3595704.5 |
 LH1194|---------------------------------------------------------------------|
 LH1194
 LH1194                          SUPERSEDED SURVEY CONTROL
 LH1194
 LH1194  NAD 83(1986)-  40 26 14.70842(N)    098 24 05.81402(W) AD(       ) 2
 LH1194  NAD 27      -  40 26 14.65300(N)    098 24 04.60800(W) AD(       ) 2
 LH1194
 LH1194.Superseded values are not recommended for survey control.
 LH1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1194.See file dsdata.txt to determine how the superseded data were derived.
 LH1194
 LH1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5075176480(NAD 83)
 LH1194_MARKER: DS = TRIANGULATION STATION DISK
 LH1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1194_STAMPING: AYR 1951
 LH1194_MARK LOGO: CGS   
 LH1194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1194+STABILITY: SURFACE MOTION
 LH1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1194+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1998
 LH1194
 LH1194  HISTORY     - Date     Condition        Report By
 LH1194  HISTORY     - 1951     MONUMENTED       CGS
 LH1194  HISTORY     - 1962     GOOD             CGS
 LH1194  HISTORY     - 19980715 GOOD             NEDR
 LH1194
 LH1194                          STATION DESCRIPTION
 LH1194
 LH1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1194'THE STATION IS LOCATED 2.0 MILES EAST OF THE DEPOT IN AYR, 0.1 MILE
 LH1194'SOUTH OF WHERE U.S. HIGHWAY 281 STARTS TO CURVE FROM NORTH TO WEST
 LH1194'AND ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 74.  IT IS 54.0 FEET
 LH1194'NORTH OF THE CENTER OF STATE HIGHWAY 74 AND 50.0 FEET EAST OF THE
 LH1194'CENTER OF A NORTH-SOUTH GRAVELED ROAD.  IT IS SET FLUSH AND
 LH1194'STAMPED AYR 1951.
 LH1194'
 LH1194'REFERENCE MARK NO. 1 IS 54.0 FEET EAST OF THE CENTER OF A
 LH1194'NORTH-SOUTH GRAVELED ROAD, 40.0 FEET SOUTH OF THE CENTER OF STATE
 LH1194'HIGHWAY 74, 18.0 FEET EAST OF A FENCE CORNER AND A POWER LINE POLE
 LH1194'AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3
 LH1194'INCHES AND IS STAMPED AYR NO 1 1951.
 LH1194'
 LH1194'REFERENCE MARK NO. 2 IS 54.0 FEET NORTH OF THE CENTER OF STATE
 LH1194'HIGHWAY 74, 40.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 LH1194'ROAD AND 10.0 FEET NORTH OF A POWER LINE POLE.  IT PROJECTS 4
 LH1194'INCHES AND IS STAMPED AYR NO 2 1951.
 LH1194'
 LH1194'THE DISTANCE BETWEEN REFERENCE MARKS IS 125.5 FEET.
 LH1194'
 LH1194'THE AZIMUTH MARK IS LOCATED AT THE SOUTHWEST CORNER OF A CEMETERY,
 LH1194'47.0 FEET EAST OF THE CENTER OF U.S. HIGHWAY 281, 10.0 FEET EAST OF
 LH1194'A BRICK CORNER POST AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 LH1194'
 LH1194'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.1 MILE TO
 LH1194'U.S. HIGHWAY 281, CONTINUE NORTH ON U.S. HIGHWAY 281 FOR 0.6 MILE
 LH1194'TO THE SOUTHWEST CORNER OF A CEMETERY AND THE AZIMUTH MARK ON THE
 LH1194'RIGHT AS DESCRIBED.
 LH1194'
 LH1194'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1194
 LH1194                          STATION RECOVERY (1962)
 LH1194
 LH1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LH1194'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LH1194'CONDITION, EXCEPT THE SURFACE STATION MARK WAS DESTROYED.  THE
 LH1194'UNDERGROUND STATION MARK WAS RECOVERED AND ALL MEASUREMENTS
 LH1194'CHECKED.  THE UNDERGROUND MARK WAS LOWERED AND A NEW SURFACE MARK
 LH1194'WAS SET WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND IS 1
 LH1194'FOOT NORTH OF A NEW STEEL WITNESS POST.  THE DISK IS STAMPED AYR
 LH1194'1951.  THE STATION IS ABOUT 10 MILES SOUTH OF HASTINGS AND A TO
 LH1194'REACH FOLLOWS.
 LH1194'
 LH1194'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 281
 LH1194'ABOUT 1 MILE SOUTHWEST OF THE CENTER OF THE TOWN OF HASTINGS, GO
 LH1194'SOUTH ON U.S. HIGHWAY 281 FOR 9.0 MILES TO CROSSROADS, STATE
 LH1194'HIGHWAY 74 AND THE STATION IN THE NORTHEAST ANGLE OF THE
 LH1194'INTERSECTION.
 LH1194
 LH1194                          STATION RECOVERY (1998)
 LH1194
 LH1194'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH1194'THE STATION WAS RECOVERED IN GOOD CONDITION JUST EAST OF THE EAST
 LH1194'JUNCTION OF U.S.  HIGHWAY 281 AND NEBRASKA STATE HIGHWAY 74, AT THE
 LH1194'INTERSECTION OF HIGHWAY 74 AND BALTIMORE ROAD AND IN THE NORTHEAST
 LH1194'ANGLE OF THE INTERSECTION, 2.0 MI (3.2 KM) EAST OF AYR, 9 MILES (14.5
 LH1194'KM) SOUTH OF HASTINGS, ON ROAD RIGHT-OF-WAY AND IN THE SW CORNER,
 LH1194'SEC36, T6N, R10W.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 LH1194'MONUMENT THAT IS FLUSH WITH THE GROUND AND 17.38 M (57.02 FT) NORTH
 LH1194'FROM THE CENTERLINE OF HIGHWAY 74, 15.45 M (50.69 FT) EAST FROM THE
 LH1194'CENTERLINE OF BALTIMORE ROAD AND 0.72 M (2.36 FT) WEST OF A WITNESS
 LH1194'POST.  A MAGNET WAS PLACED ALONG THE NORTH SIDE OF THE MARK.  THE
 LH1194'REFERENCE MARKS WERE SEARCHED FOR AND NOT FOUND.  THE AZIMUTH WAS
 LH1194'FOUND IN GOOD CONDITION, BUT WAS NOT USED AT THIS TIME.  STATION IS
 LH1194'SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0484 ***********************************************************************
 NO0484  DESIGNATION -  AYRES
 NO0484  PID         -  NO0484
 NO0484  STATE/COUNTY-  NE/CHERRY
 NO0484  USGS QUAD   -  WHITMAN NW (1987)
 NO0484
 NO0484                         *CURRENT SURVEY CONTROL
 NO0484  ___________________________________________________________________
 NO0484* NAD 83(1995)-  42 13 26.62606(N)    101 38 07.18928(W)     ADJUSTED  
 NO0484* NAVD 88     -      1191.03   (+/-2cm)    3907.6    (feet)  VERTCON   
 NO0484  ___________________________________________________________________
 NO0484  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 NO0484  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 NO0484
 NO0484  HORZ ORDER  -  FIRST
 NO0484  VERT ORDER  -  THIRD ? (See Below)
 NO0484
 NO0484.The horizontal coordinates were established by classical geodetic methods
 NO0484.and adjusted by the National Geodetic Survey in August 1997..
 NO0484
 NO0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0484.The vertical order pertains to the NGVD 29 superseded value.
 NO0484
 NO0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0484
 NO0484.The geoid height was determined by GEOID03.
 NO0484
 NO0484;                    North         East     Units Scale Factor Converg.
 NO0484;SPC NE       -   266,715.257   365,031.519   MT  0.99973713   -1 05 01.4
 NO0484;UTM  14      - 4,678,016.762   282,507.980   MT  1.00018206   -1 46 18.2
 NO0484
 NO0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0484!SPC NE       -   0.99981626  x   0.99973713  =   0.99955344
 NO0484!UTM  14      -   0.99981626  x   1.00018206  =   0.99999829
 NO0484
 NO0484:                Primary Azimuth Mark                     Grid Az
 NO0484:SPC NE       -  AYRES AZ MK                              057 30 41.2
 NO0484:UTM  14      -  AYRES AZ MK                              058 11 58.0
 NO0484
 NO0484|---------------------------------------------------------------------|
 NO0484| PID    Reference Object                     Distance      Geod. Az  |
 NO0484|                                                           dddmmss.s |
 NO0484| CP9538 AYRES AZ MK                                        0562539.8 |
 NO0484| CP9539 AYRES RM 1                           12.541 METERS 14030     |
 NO0484| CP9540 AYRES RM 2                           11.053 METERS 22433     |
 NO0484|---------------------------------------------------------------------|
 NO0484
 NO0484                          SUPERSEDED SURVEY CONTROL
 NO0484
 NO0484  NAD 83(1986)-  42 13 26.62350(N)    101 38 07.19408(W) AD(       ) 1
 NO0484  NAD 27      -  42 13 26.66300(N)    101 38 05.57100(W) AD(       ) 1
 NO0484  NGVD 29 (07/19/86) 1190.58   (m)         3906.1    (f) LEVELING    3  
 NO0484
 NO0484.Superseded values are not recommended for survey control.
 NO0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0484.See file dsdata.txt to determine how the superseded data were derived.
 NO0484
 NO0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM8250878017(NAD 83)
 NO0484_MARKER: DS = TRIANGULATION STATION DISK
 NO0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0484
 NO0484  HISTORY     - Date     Condition        Report By
 NO0484  HISTORY     - 1946     MONUMENTED       CGS
 NO0484
 NO0484                          STATION DESCRIPTION
 NO0484
 NO0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0484'LOCATED ABOUT 14 MILES NORTHWEST OF WHITMAN, 0.4 MILE WEST OF
 NO0484'A WIRE FENCE, 80 YARDS NORTH OF A WIRE FENCE AND 6 FEET
 NO0484'SOUTHEAST OF A REFERENCE POST ON THE HIGHEST POINT OF A PROMINENT
 NO0484'SAND HILL.  IT IS STAMPED AYRES 1946 AND PROJECTS 6 INCHES.
 NO0484'
 NO0484'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN THE STATION.
 NO0484'IT IS STAMPED AYRES NO 1 1946 AND PROJECTS 10 INCHES.
 NO0484'
 NO0484'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 NO0484'IT IS STAMPED AYRES NO 2 1946 AND PROJECTS 10 INCHES.
 NO0484'
 NO0484'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF A WIRE GATE, 30 YARDS
 NO0484'WEST OF A WIRE FENCE AND 3 FEET NORTH OF A REFERENCE POST.
 NO0484'IT IS STAMPED AYRES 1946 AND PROJECTS 6 INCHES.
 NO0484'
 NO0484'TO REACH THE STATION FROM A CROSSROAD ON STATE HIGHWAY NO. 2,
 NO0484'JUST NORTH OF THE HIGH SCHOOL IN WHITMAN, GO NORTH ON A NARROW
 NO0484'GRAVEL ROAD FOR 8.15 MILES TO A SMALL WOODEN BRIDGE.  CONTINUE
 NO0484'NORTHERLY FOR 0.45 MILE.  THEN LEAVE THE NARROW GRAVEL ROAD,
 NO0484'TURN LEFT ON A TRACK ROAD FOR 3.0 MILES TO AN AUTO GATE.
 NO0484'CONTINUE FOR 2.55 MILES.  THEN TAKE LEFT FORK FOR 1.65 MILES
 NO0484'TO ANOTHER SMALL WOODEN BRIDGE.  CROSS BRIDGE, GO
 NO0484'NORTHWESTERLY, FOR 0.3 MILE.  LEAVE DIM TRACK ROAD, TURN RIGHT
 NO0484'(NORTH) UP A SANDY RAVINE FOR 0.9 MILE TO A WIRE GATE.
 NO0484'THEN THROUGH GATE, TURN LEFT (SOUTH) FOR 0.15 MILE TO THE
 NO0484'AZIMUTH MARK.  TURN RIGHT (WEST) FOR 0.4 MILE TO THE
 NO0484'HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0259 ***********************************************************************
 LJ0259  DESIGNATION -  AZ
 LJ0259  PID         -  LJ0259
 LJ0259  STATE/COUNTY-  NE/PERKINS
 LJ0259  USGS QUAD   -  WILD HORSE SPRING (1973)
 LJ0259
 LJ0259                         *CURRENT SURVEY CONTROL
 LJ0259  ___________________________________________________________________
 LJ0259* NAD 83(1986)-  40 53 10.     (N)    101 43 36.     (W)     SCALED    
 LJ0259* NAVD 88     -      1036.271  (meters)    3399.83   (feet)  ADJUSTED  
 LJ0259  ___________________________________________________________________
 LJ0259  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 LJ0259  DYNAMIC HT  -        1035.592 (meters)    3397.60  (feet)  COMP
 LJ0259  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 LJ0259
 LJ0259  VERT ORDER  -  SECOND    CLASS 0
 LJ0259
 LJ0259.The horizontal coordinates were scaled from a topographic map and have
 LJ0259.an estimated accuracy of +/- 6 seconds.
 LJ0259
 LJ0259.The orthometric height was determined by differential leveling
 LJ0259.and adjusted by the National Geodetic Survey in June 1991..
 LJ0259
 LJ0259.The geoid height was determined by GEOID03.
 LJ0259
 LJ0259.The dynamic height is computed by dividing the NAVD 88
 LJ0259.geopotential number by the normal gravity value computed on the
 LJ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0259.degrees latitude (g = 980.6199 gals.).
 LJ0259
 LJ0259.The modeled gravity was interpolated from observed gravity values.
 LJ0259
 LJ0259;                    North         East    Units  Estimated Accuracy
 LJ0259;SPC NE       -   118,340.      354,530.      MT  (+/- 180 meters Scaled)
 LJ0259
 LJ0259                          SUPERSEDED SURVEY CONTROL
 LJ0259
 LJ0259  NGVD 29 (??/??/92) 1035.846  (m)         3398.44   (f) ADJ UNCH    2 0
 LJ0259
 LJ0259.Superseded values are not recommended for survey control.
 LJ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0259.See file dsdata.txt to determine how the superseded data were derived.
 LJ0259
 LJ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL702296(NAD 83)
 LJ0259_MARKER: DZ = AZIMUTH MARK DISK
 LJ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0259_STAMPING: 1933
 LJ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0259+STABILITY: SURFACE MOTION
 LJ0259
 LJ0259  HISTORY     - Date     Condition        Report By
 LJ0259  HISTORY     - 1933     MONUMENTED       RBNF
 LJ0259  HISTORY     - 1959     GOOD             NGS
 LJ0259
 LJ0259                          STATION DESCRIPTION
 LJ0259
 LJ0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LJ0259'3.3 MI N FROM GRANT.
 LJ0259'3.3 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO, BURLINGTON
 LJ0259'AND QUINCY RAILROAD WATER TANK AT GRANT, 10 FEET NORTH OF A
 LJ0259'GATE IN THE EAST PROPERTY-LINE FENCE, AND 45 FEET EAST OF THE
 LJ0259'CENTERLINE OF THE HIGHWAY.  A STANDARD REFERENCE MARK DISK,
 LJ0259'STAMPED 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0192 ***********************************************************************
 LH0192  DESIGNATION -  B
 LH0192  PID         -  LH0192
 LH0192  STATE/COUNTY-  NE/NUCKOLLS
 LH0192  USGS QUAD   -  SUPERIOR (1983)
 LH0192
 LH0192                         *CURRENT SURVEY CONTROL
 LH0192  ___________________________________________________________________
 LH0192* NAD 83(1986)-  40 01 01.     (N)    098 04 18.     (W)     SCALED    
 LH0192* NAVD 88     -       479.736  (meters)    1573.93   (feet)  POSTED    
 LH0192  ___________________________________________________________________
 LH0192  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 LH0192  DYNAMIC HT  -         479.460 (meters)    1573.03  (feet)  COMP
 LH0192  MODELED GRAV-     980,024.9   (mgal)                       NAVD 88
 LH0192
 LH0192  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LH0192
 LH0192.The horizontal coordinates were scaled from a topographic map and have
 LH0192.an estimated accuracy of +/- 6 seconds.
 LH0192
 LH0192.The orthometric height was determined by differential leveling
 LH0192.and adjusted by the National Geodetic Survey in 1992..
 LH0192.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LH0192.rate of 0.0 thru 1.0 mm/km.
 LH0192
 LH0192.The geoid height was determined by GEOID03.
 LH0192
 LH0192.The dynamic height is computed by dividing the NAVD 88
 LH0192.geopotential number by the normal gravity value computed on the
 LH0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0192.degrees latitude (g = 980.6199 gals.).
 LH0192
 LH0192.The modeled gravity was interpolated from observed gravity values.
 LH0192
 LH0192;                    North         East    Units  Estimated Accuracy
 LH0192;SPC NE       -    22,220.      664,610.      MT  (+/- 180 meters Scaled)
 LH0192
 LH0192                          SUPERSEDED SURVEY CONTROL
 LH0192
 LH0192  NGVD 29 (??/??/92)  479.59   (m)         1573.5    (f) COMPUTED    1 2
 LH0192
 LH0192.Superseded values are not recommended for survey control.
 LH0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0192.See file dsdata.txt to determine how the superseded data were derived.
 LH0192
 LH0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK792300(NAD 83)
 LH0192_MARKER: DB = BENCH MARK DISK
 LH0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0192_SP_SET: STONE POST
 LH0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0192+STABILITY: SURFACE MOTION
 LH0192
 LH0192  HISTORY     - Date     Condition        Report By
 LH0192  HISTORY     - UNK      MONUMENTED       CGS
 LH0192  HISTORY     - 1934     GOOD             NGS
 LH0192
 LH0192                          STATION DESCRIPTION
 LH0192
 LH0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0192'AT SUPERIOR.
 LH0192'A CRYSTALLIZED LIMESTONE POST 3 FEET WEST OF SOUTH ENTRANCE TO
 LH0192'WAITING ROOM OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0192'STATION AT SUPERIOR, NUCKOLLS COUNTY, NEBRASKA.  54 FEET NORTH
 LH0192'CENTER LINE OF MAIN TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0133 ***********************************************************************
 MN0133  DESIGNATION -  B 10
 MN0133  PID         -  MN0133
 MN0133  STATE/COUNTY-  NE/MORRILL
 MN0133  USGS QUAD   -  BRIDGEPORT (1965)
 MN0133
 MN0133                         *CURRENT SURVEY CONTROL
 MN0133  ___________________________________________________________________
 MN0133* NAD 83(1995)-  41 39 47.70638(N)    103 05 57.75990(W)     ADJUSTED  
 MN0133* NAVD 88     -      1118.237  (meters)    3668.75   (feet)  ADJUSTED  
 MN0133  ___________________________________________________________________
 MN0133  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 MN0133  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 MN0133  DYNAMIC HT  -        1117.534 (meters)    3666.44  (feet)  COMP
 MN0133  MODELED GRAV-     979,956.3   (mgal)                       NAVD 88
 MN0133
 MN0133  HORZ ORDER  -  SECOND
 MN0133  VERT ORDER  -  FIRST     CLASS II
 MN0133
 MN0133.The horizontal coordinates were established by classical geodetic methods
 MN0133.and adjusted by the National Geodetic Survey in August 1997..
 MN0133
 MN0133.The orthometric height was determined by differential leveling
 MN0133.and adjusted by the National Geodetic Survey in June 1991..
 MN0133
 MN0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0133
 MN0133.The geoid height was determined by GEOID03.
 MN0133
 MN0133.The dynamic height is computed by dividing the NAVD 88
 MN0133.geopotential number by the normal gravity value computed on the
 MN0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0133.degrees latitude (g = 980.6199 gals.).
 MN0133
 MN0133.The modeled gravity was interpolated from observed gravity values.
 MN0133
 MN0133;                    North         East     Units Scale Factor Converg.
 MN0133;SPC NE       -   207,792.251   242,007.211   MT  0.99966235   -2 03 14.2
 MN0133;UTM  13      - 4,614,133.539   658,235.604   MT  0.99990813   +1 15 49.3
 MN0133
 MN0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0133!SPC NE       -   0.99982769  x   0.99966235  =   0.99949010
 MN0133!UTM  13      -   0.99982769  x   0.99990813  =   0.99973584
 MN0133
 MN0133                          SUPERSEDED SURVEY CONTROL
 MN0133
 MN0133  NAD 83(1995)-  41 39 47.70603(N)    103 05 57.75980(W) AD(       ) 2
 MN0133  NAD 83(1986)-  41 39 47.69935(N)    103 05 57.76275(W) AD(       ) 2
 MN0133  NAD 27      -  41 39 47.79460(N)    103 05 56.00780(W) AD(       ) 2
 MN0133  NGVD 29 (??/??/92) 1117.694  (m)         3666.97   (f) ADJ UNCH    1 2
 MN0133
 MN0133.Superseded values are not recommended for survey control.
 MN0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0133.See file dsdata.txt to determine how the superseded data were derived.
 MN0133
 MN0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5823614134(NAD 83)
 MN0133_MARKER: DB = BENCH MARK DISK
 MN0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0133_SP_SET: CONCRETE POST
 MN0133_STAMPING: B 10 1933 3666.968
 MN0133_MARK LOGO: CGS   
 MN0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0133+STABILITY: SURFACE MOTION
 MN0133
 MN0133  HISTORY     - Date     Condition        Report By
 MN0133  HISTORY     - 1963     MONUMENTED       CGS
 MN0133  HISTORY     - 1934     GOOD             NGS
 MN0133  HISTORY     - 1985     GOOD             NGS
 MN0133
 MN0133                          STATION DESCRIPTION
 MN0133
 MN0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MN0133'LOCATED IN THE SOUTH PART OF BRIDGEPORT, ON THE WEST SIDE OF
 MN0133'STATE HIGHWAY 88 AND ON THE SOUTH SIDE OF THE CHICAGO, BURLINGTON
 MN0133'AND QUINCY RAILROAD TRACKS, ON STATE HIGHWAY PROPERTY.
 MN0133'
 MN0133'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 385, 26 AND STATE
 MN0133'HIGHWAY 88 AT THE SOUTH EDGE OF THE BUSINESS DISTRICT IN
 MN0133'BRIDGEPORT, GO SOUTH ON STATE HIGHWAY 88 FOR 0.05 MILE TO THE
 MN0133'STATION ON THE RIGHT AS DESCRIBED, JUST AFTER CROSSING DOUBLE
 MN0133'RAILROAD TRACKS.  TO REACH THE AZIMUTH MARK, CONTINUE SOUTH
 MN0133'ON STATE HIGHWAY 88 FOR 0.25 MILE TO THE AZIMUTH MARK AS
 MN0133'DESCRIBED, JUST AFTER CROSSING THIRD SET OF RAILROAD TRACKS.
 MN0133'
 MN0133'A COAST AND GEODETIC SURVEY BENCH MARK WAS USED AS REFERENCE
 MN0133'MARK NO. 2.  IT IS A STANDARD BENCH MARK DISK SET IN THE TOP
 MN0133'OF A 12-INCH SQUARE CONCRETE POST AND IS STAMPED B 10 1933
 MN0133'3666.968.  IT IS 71 FEET NORTHWEST OF THE SOUTHWEST CORNER
 MN0133'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD DEPOT, 41 FEET
 MN0133'EAST OF THE CENTER OF STATE HIGHWAY 88, 16.5 FEET NORTHEAST
 MN0133'OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF RAILROAD TRACKS,
 MN0133'AND 2 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK.  THE
 MN0133'MARK PROJECTS 3 INCHES ABOVE THE GROUND.
 MN0133
 MN0133                          STATION RECOVERY (1934)
 MN0133
 MN0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MN0133'AT BRIDGEPORT.
 MN0133'AT BRIDGEPORT, MORRILL COUNTY, AT THE MAIN STREET CROSSING OF
 MN0133'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 77 FEET WEST
 MN0133'OF THE SOUTHWEST CORNER OF THE STATION, 44 FEET EAST OF THE
 MN0133'CENTERLINE OF MAIN STREET, 38 FEET NORTH OF THE NORTH RAIL,
 MN0133'AND AT THE SOUTHWEST CORNER OF A PARK.  A STANDARD DISK, STAMPED
 MN0133'3666.968 B 10 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MN0133'3 INCHES ABOVE GROUND.
 MN0133
 MN0133                          STATION RECOVERY (1985)
 MN0133
 MN0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0332 ***********************************************************************
 NP0332  DESIGNATION -  B 11
 NP0332  PID         -  NP0332
 NP0332  STATE/COUNTY-  NE/BOX BUTTE
 NP0332  USGS QUAD   -  SCHOOL NO.7 (1948)
 NP0332
 NP0332                         *CURRENT SURVEY CONTROL
 NP0332  ___________________________________________________________________
 NP0332* NAD 83(1986)-  42 14 56.     (N)    103 00 23.     (W)     SCALED    
 NP0332* NAVD 88     -      1272.852  (meters)    4176.02   (feet)  ADJUSTED  
 NP0332  ___________________________________________________________________
 NP0332  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 NP0332  DYNAMIC HT  -        1272.108 (meters)    4173.57  (feet)  COMP
 NP0332  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 NP0332
 NP0332  VERT ORDER  -  FIRST     CLASS II
 NP0332
 NP0332.The horizontal coordinates were scaled from a topographic map and have
 NP0332.an estimated accuracy of +/- 6 seconds.
 NP0332
 NP0332.The orthometric height was determined by differential leveling
 NP0332.and adjusted by the National Geodetic Survey in June 1991..
 NP0332
 NP0332.The geoid height was determined by GEOID03.
 NP0332
 NP0332.The dynamic height is computed by dividing the NAVD 88
 NP0332.geopotential number by the normal gravity value computed on the
 NP0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0332.degrees latitude (g = 980.6199 gals.).
 NP0332
 NP0332.The modeled gravity was interpolated from observed gravity values.
 NP0332
 NP0332;                    North         East    Units  Estimated Accuracy
 NP0332;SPC NE       -   272,510.      252,010.      MT  (+/- 180 meters Scaled)
 NP0332
 NP0332                          SUPERSEDED SURVEY CONTROL
 NP0332
 NP0332  NGVD 29 (??/??/92) 1272.251  (m)         4174.04   (f) ADJ UNCH    1 2
 NP0332
 NP0332.Superseded values are not recommended for survey control.
 NP0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0332.See file dsdata.txt to determine how the superseded data were derived.
 NP0332
 NP0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG644793(NAD 83)
 NP0332_MARKER: DB = BENCH MARK DISK
 NP0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0332_STAMPING: B 11 1933 4173.597
 NP0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0332+STABILITY: SURFACE MOTION
 NP0332
 NP0332  HISTORY     - Date     Condition        Report By
 NP0332  HISTORY     - 1933     MONUMENTED       CGS
 NP0332  HISTORY     - 1956     GOOD             NGS
 NP0332  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0332
 NP0332                          STATION DESCRIPTION
 NP0332
 NP0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0332'6.2 MI SE FROM HEMINGFORD.
 NP0332'6.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0332'RAILROAD FROM THE STATION AT HEMINGFORD, 21 POLES SOUTHEAST OF
 NP0332'MILEPOST 379, AT A ROAD CROSSING, 43.4 FEET NORTHEAST OF THE
 NP0332'NORTHEAST RAIL, 36 FEET NORTH OF THE CENTER LINE OF A ROAD,
 NP0332'35.5 FEET SOUTHEAST OF A TELEPHONE POLE, 3.6 FEET SOUTHWEST OF
 NP0332'A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF
 NP0332'A CONCRETE POST WHICH IS 0.4 FOOT BELOW THE TOP OF THE GROUND,
 NP0332'IN SECTION 2, TOWNSHIP 26 NORTH, RANGE 49 WEST.
 NP0332
 NP0332                          STATION RECOVERY (1985)
 NP0332
 NP0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0332'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0745 ***********************************************************************
 ML0745  DESIGNATION -  B 116
 ML0745  PID         -  ML0745
 ML0745  STATE/COUNTY-  NE/CUSTER
 ML0745  USGS QUAD   -  BROKEN BOW NE (1978)
 ML0745
 ML0745                         *CURRENT SURVEY CONTROL
 ML0745  ___________________________________________________________________
 ML0745* NAD 83(1986)-  41 22 57.     (N)    099 35 37.     (W)     SCALED    
 ML0745* NAVD 88     -       742.884  (meters)    2437.28   (feet)  ADJUSTED  
 ML0745  ___________________________________________________________________
 ML0745  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 ML0745  DYNAMIC HT  -         742.501 (meters)    2436.02  (feet)  COMP
 ML0745  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 ML0745
 ML0745  VERT ORDER  -  SECOND    CLASS 0
 ML0745
 ML0745.The horizontal coordinates were scaled from a topographic map and have
 ML0745.an estimated accuracy of +/- 6 seconds.
 ML0745
 ML0745.The orthometric height was determined by differential leveling
 ML0745.and adjusted by the National Geodetic Survey in June 1991..
 ML0745
 ML0745.The geoid height was determined by GEOID03.
 ML0745
 ML0745.The dynamic height is computed by dividing the NAVD 88
 ML0745.geopotential number by the normal gravity value computed on the
 ML0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0745.degrees latitude (g = 980.6199 gals.).
 ML0745
 ML0745.The modeled gravity was interpolated from observed gravity values.
 ML0745
 ML0745;                    North         East    Units  Estimated Accuracy
 ML0745;SPC NE       -   172,080.      533,980.      MT  (+/- 180 meters Scaled)
 ML0745
 ML0745                          SUPERSEDED SURVEY CONTROL
 ML0745
 ML0745  NGVD 29 (??/??/92)  742.650  (m)         2436.51   (f) ADJ UNCH    2 0
 ML0745
 ML0745.Superseded values are not recommended for survey control.
 ML0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0745.See file dsdata.txt to determine how the superseded data were derived.
 ML0745
 ML0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML503813(NAD 83)
 ML0745_MARKER: DB = BENCH MARK DISK
 ML0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0745_STAMPING: B 116 1934
 ML0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0745+STABILITY: SURFACE MOTION
 ML0745
 ML0745  HISTORY     - Date     Condition        Report By
 ML0745  HISTORY     - 1934     MONUMENTED       CGS
 ML0745  HISTORY     - 1949     GOOD             NGS
 ML0745  HISTORY     - 1984     MARK NOT FOUND   NGS
 ML0745
 ML0745                          STATION DESCRIPTION
 ML0745
 ML0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0745'3.3 MI SE FROM BROKEN BOW.
 ML0745'3.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0745'RAILROAD FROM THE STATION AT BROKEN BOW, CUSTER COUNTY, 60 FEET
 ML0745'NORTH OF MILEPOST 173, 57 FEET SOUTH OF A TIMBER BRIDGE OVER A
 ML0745'RAVINE, AND 37 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.
 ML0745'A STANDARD DISK, STAMPED B 116 1934 AND SET IN THE TOP OF A
 ML0745'CONCRETE POST.
 ML0745
 ML0745                          STATION RECOVERY (1984)
 ML0745
 ML0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ML0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0357 ***********************************************************************
 ML0357  DESIGNATION -  B 117
 ML0357  PID         -  ML0357
 ML0357  STATE/COUNTY-  NE/SHERMAN
 ML0357  USGS QUAD   -  ASHTON (1954)
 ML0357
 ML0357                         *CURRENT SURVEY CONTROL
 ML0357  ___________________________________________________________________
 ML0357* NAD 83(1986)-  41 14 07.     (N)    098 45 19.     (W)     SCALED    
 ML0357* NAVD 88     -       619.816  (meters)    2033.51   (feet)  ADJUSTED  
 ML0357  ___________________________________________________________________
 ML0357  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ML0357  DYNAMIC HT  -         619.497 (meters)    2032.47  (feet)  COMP
 ML0357  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 ML0357
 ML0357  VERT ORDER  -  SECOND    CLASS 0
 ML0357
 ML0357.The horizontal coordinates were scaled from a topographic map and have
 ML0357.an estimated accuracy of +/- 6 seconds.
 ML0357
 ML0357.The orthometric height was determined by differential leveling
 ML0357.and adjusted by the National Geodetic Survey in June 1991..
 ML0357
 ML0357.The geoid height was determined by GEOID03.
 ML0357
 ML0357.The dynamic height is computed by dividing the NAVD 88
 ML0357.geopotential number by the normal gravity value computed on the
 ML0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0357.degrees latitude (g = 980.6199 gals.).
 ML0357
 ML0357.The modeled gravity was interpolated from observed gravity values.
 ML0357
 ML0357;                    North         East    Units  Estimated Accuracy
 ML0357;SPC NE       -   156,400.      604,310.      MT  (+/- 180 meters Scaled)
 ML0357
 ML0357                          SUPERSEDED SURVEY CONTROL
 ML0357
 ML0357  NGVD 29 (??/??/92)  619.569  (m)         2032.70   (f) ADJ UNCH    2 0
 ML0357
 ML0357.Superseded values are not recommended for survey control.
 ML0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0357.See file dsdata.txt to determine how the superseded data were derived.
 ML0357
 ML0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL205649(NAD 83)
 ML0357_MARKER: DB = BENCH MARK DISK
 ML0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0357_STAMPING: B 117 1935
 ML0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0357+STABILITY: SURFACE MOTION
 ML0357
 ML0357  HISTORY     - Date     Condition        Report By
 ML0357  HISTORY     - 1935     MONUMENTED       CGS
 ML0357  HISTORY     - 1959     GOOD             NGS
 ML0357  HISTORY     - 1979     GOOD             LOCENG
 ML0357
 ML0357                          STATION DESCRIPTION
 ML0357
 ML0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ML0357'2.2 MI SE FROM ASHTON.
 ML0357'2.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0357'RAILROAD FROM THE STATION AT ASHTON, SHERMAN COUNTY, 63.8 FEET
 ML0357'SOUTHEAST OF CULVERT 26.62, 52 FEET SOUTH OF THE CENTER OF A
 ML0357'ROAD CROSSING, 49.8 FEET NORTHEAST OF THE CENTERLINE OF STATE
 ML0357'HIGHWAY 92, AND 38.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 ML0357'MAIN TRACK.  A STANDARD DISK, STAMPED B 117 1935 AND SET IN THE
 ML0357'TOP OF A CONCRETE POST.
 ML0357
 ML0357                          STATION RECOVERY (1979)
 ML0357
 ML0357'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 ML0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0167 ***********************************************************************
 ML0167  DESIGNATION -  B 118
 ML0167  PID         -  ML0167
 ML0167  STATE/COUNTY-  NE/GREELEY
 ML0167  USGS QUAD   -  WOLBACH (1954)
 ML0167
 ML0167                         *CURRENT SURVEY CONTROL
 ML0167  ___________________________________________________________________
 ML0167* NAD 83(1986)-  41 23 39.     (N)    098 26 55.     (W)     SCALED    
 ML0167* NAVD 88     -       599.679  (meters)    1967.45   (feet)  ADJUSTED  
 ML0167  ___________________________________________________________________
 ML0167  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 ML0167  DYNAMIC HT  -         599.383 (meters)    1966.48  (feet)  COMP
 ML0167  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 ML0167
 ML0167  VERT ORDER  -  SECOND    CLASS 0
 ML0167
 ML0167.The horizontal coordinates were scaled from a topographic map and have
 ML0167.an estimated accuracy of +/- 6 seconds.
 ML0167
 ML0167.The orthometric height was determined by differential leveling
 ML0167.and adjusted by the National Geodetic Survey in June 1991..
 ML0167
 ML0167.The geoid height was determined by GEOID03.
 ML0167
 ML0167.The dynamic height is computed by dividing the NAVD 88
 ML0167.geopotential number by the normal gravity value computed on the
 ML0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0167.degrees latitude (g = 980.6199 gals.).
 ML0167
 ML0167.The modeled gravity was interpolated from observed gravity values.
 ML0167
 ML0167;                    North         East    Units  Estimated Accuracy
 ML0167;SPC NE       -   174,460.      629,700.      MT  (+/- 180 meters Scaled)
 ML0167
 ML0167                          SUPERSEDED SURVEY CONTROL
 ML0167
 ML0167  NGVD 29 (??/??/92)  599.435  (m)         1966.65   (f) ADJ UNCH    2 0
 ML0167
 ML0167.Superseded values are not recommended for survey control.
 ML0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0167.See file dsdata.txt to determine how the superseded data were derived.
 ML0167
 ML0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460826(NAD 83)
 ML0167_MARKER: DB = BENCH MARK DISK
 ML0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0167_STAMPING: B 118 1935
 ML0167_MARK LOGO: CGS   
 ML0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0167+STABILITY: SURFACE MOTION
 ML0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0167+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1998
 ML0167
 ML0167  HISTORY     - Date     Condition        Report By
 ML0167  HISTORY     - 1935     MONUMENTED       CGS
 ML0167  HISTORY     - 1951     MARK NOT FOUND   USGS
 ML0167  HISTORY     - 19980818 GOOD             NEDR
 ML0167
 ML0167                          STATION DESCRIPTION
 ML0167
 ML0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0167'12.4 MI N FROM ST PAUL.
 ML0167'12.45 MILES NORTH OF POST OFFICE.  ALONG U.S. HIGHWAY NO. 281
 ML0167'BETWEEN ST. PAUL AND SPALDING, AT THE NORTHWEST CORNER OF A
 ML0167'LARGE TRIANGULAR INTERSECTION, NORTH OF WHERE BOTH HIGHWAY AND
 ML0167'CROSS ROAD HAVE FILL, 68.2 FEET NORTH OF THE CENTER LINE OF CROSS
 ML0167'ROAD WHICH IS THE COUNTY LINE, 38.4 FEET EAST OF THE CENTER LINE
 ML0167'OF HIGHWAY, 3 FEET EAST OF THE RIGHT OF WAY FENCE.
 ML0167
 ML0167                          STATION RECOVERY (1951)
 ML0167
 ML0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 ML0167'MARK NOT FOUND.
 ML0167
 ML0167                          STATION RECOVERY (1998)
 ML0167
 ML0167'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 ML0167'RECOVERED IN GOOD CONDITION, 0.65 MI (1.05 KM) EAST ALONG STATE
 ML0167'HIGHWAY 22 FROM ITS JUNCTION WITH U.S.  HIGHWAY 281, ABOUT 3 MILES
 ML0167'(4.8 KM) EAST OF WOLBACH, ON THE NORTH RIGHT-OF-WAY OF THE HIGHWAY, IN
 ML0167'THE SE1//4 OF THE SW1/4, SEC35, T17N, R10W.  MARK IS A STANDARD DISK
 ML0167'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 CM
 ML0167'ABOVE THE GROUND SURFACE.  IT IS 22.20 M (72.83 FT) WEST OF THE
 ML0167'CENTERLINE OF THE WEST FORK OF A COUNTY ROAD, WHICH WAS THE OLD
 ML0167'HIGHWAY, 21.75 M (71.36 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 ML0167'23.29 M (76.41 FT) NORTHWEST OF A NAIL IN THE TOP GUARD POST BY A STOP
 ML0167'SIGN ISLAND, 12.44O M EAST-SOUTHEAST OF A UTILITY POLE AND 0.68 M
 ML0167'(2.23 FT) SOUTH OF A WITNESS POST AND THE NORTH RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1097 ***********************************************************************
 LF1097  DESIGNATION -  B 12
 LF1097  PID         -  LF1097
 LF1097  STATE/COUNTY-  NE/OTOE
 LF1097  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1097
 LF1097                         *CURRENT SURVEY CONTROL
 LF1097  ___________________________________________________________________
 LF1097* NAD 83(1986)-  40 40 11.     (N)    095 51 08.     (W)     SCALED    
 LF1097* NAVD 88     -       295.241  (meters)     968.64   (feet)  ADJUSTED  
 LF1097  ___________________________________________________________________
 LF1097  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LF1097  DYNAMIC HT  -         295.085 (meters)     968.12  (feet)  COMP
 LF1097  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 LF1097
 LF1097  VERT ORDER  -  FIRST     CLASS II
 LF1097
 LF1097.The horizontal coordinates were scaled from a topographic map and have
 LF1097.an estimated accuracy of +/- 6 seconds.
 LF1097
 LF1097.The orthometric height was determined by differential leveling
 LF1097.and adjusted by the National Geodetic Survey in May 1993..
 LF1097
 LF1097.The geoid height was determined by GEOID03.
 LF1097
 LF1097.The dynamic height is computed by dividing the NAVD 88
 LF1097.geopotential number by the normal gravity value computed on the
 LF1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1097.degrees latitude (g = 980.6199 gals.).
 LF1097
 LF1097.The modeled gravity was interpolated from observed gravity values.
 LF1097
 LF1097;                    North         East    Units  Estimated Accuracy
 LF1097;SPC NE       -   101,270.      850,490.      MT  (+/- 180 meters Scaled)
 LF1097
 LF1097                          SUPERSEDED SURVEY CONTROL
 LF1097
 LF1097  NAVD 88 (06/15/91)  295.215  (m)          968.55   (f) UNKNOWN     1 2
 LF1097  NGVD 29 (??/??/92)  295.109  (m)          968.20   (f) ADJ UNCH    1 2
 LF1097
 LF1097.Superseded values are not recommended for survey control.
 LF1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1097.See file dsdata.txt to determine how the superseded data were derived.
 LF1097
 LF1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF589060(NAD 83)
 LF1097_MARKER: DB = BENCH MARK DISK
 LF1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1097_SP_SET: CONCRETE POST
 LF1097_STAMPING: B 12 1933 967.682
 LF1097_MARK LOGO: CGS   
 LF1097_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1097+STABILITY: SURFACE MOTION
 LF1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1097+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 LF1097
 LF1097  HISTORY     - Date     Condition        Report By
 LF1097  HISTORY     - 1933     MONUMENTED       CGS
 LF1097  HISTORY     - 1934     GOOD             NGS
 LF1097  HISTORY     - 19911023 GOOD             NGS
 LF1097  HISTORY     - 20040405 GOOD             NEDR
 LF1097
 LF1097                          STATION DESCRIPTION
 LF1097
 LF1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LF1097'AT NEBRASKA CITY.
 LF1097'AT NEBRASKA CITY, OTOE COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF1097'QUINCY RAILROAD, 22 FEET EAST OF THE EAST END OF THE STATION,
 LF1097'40 FEET NORTH OF THE NORTH FACE, 103 FEET NORTH OF THE
 LF1097'CENTERLINE OF THE MAIN TRACK, IN THE STATION PARK, 68 FEET NORTH
 LF1097'OF A LARGE ROUGH-GRANITE MONUMENT, 1 FOOT EAST OF A BRICK WALL,
 LF1097'AND 1 FOOT EAST OF THE WEST IRON FENCE OF THE PARK.  A STANDARD
 LF1097'DISK, STAMPED 967.682 B 12 1933 AND SET IN THE TOP OF A CONCRETE
 LF1097'POST PROJECTING 4 INCHES ABOVE GROUND.
 LF1097
 LF1097                          STATION RECOVERY (1991)
 LF1097
 LF1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1097'IN NEBRASKA CITY, AT THE INTERSECTION OF 7TH CORSO AND 6TH STREET,
 LF1097'14.8 M (48.6 FT) EAST OF AND LEVEL WITH THE CENTER OF THE STREET,
 LF1097'14.0 M (45.9 FT) NORTH OF THE NORTH CORNER OF THE RAILROAD STATION
 LF1097'(ABANDONED), 5.0 M (16.4 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY
 LF1097'CABLE, 4.6 M (15.1 FT) SOUTH OF A CHAIN-LINK FENCE CORNER, 4.0 M
 LF1097'(13.1 FT) NORTH-NORTHWEST OF THE CENTER OF A MANHOLE COVER, 1.0 M
 LF1097'(3.3 FT) NORTH OF THE EXTENDED CENTER OF THE CORSO, 0.3 M (1.0 FT)
 LF1097'WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 LF1097'ABOVE THE GROUND SURFACE.
 LF1097
 LF1097                          STATION RECOVERY (2004)
 LF1097
 LF1097'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 LF1097'MARK HAS BEEN HIT BY A MOWER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0543 ***********************************************************************
 ML0543  DESIGNATION -  B 121
 ML0543  PID         -  ML0543
 ML0543  STATE/COUNTY-  NE/WHEELER
 ML0543  USGS QUAD   -  BARTLETT SE (1985)
 ML0543
 ML0543                         *CURRENT SURVEY CONTROL
 ML0543  ___________________________________________________________________
 ML0543* NAD 83(1986)-  41 52 09.     (N)    098 30 33.     (W)     SCALED    
 ML0543* NAVD 88     -       659.849  (meters)    2164.85   (feet)  ADJUSTED  
 ML0543  ___________________________________________________________________
 ML0543  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 ML0543  DYNAMIC HT  -         659.550 (meters)    2163.87  (feet)  COMP
 ML0543  MODELED GRAV-     980,147.6   (mgal)                       NAVD 88
 ML0543
 ML0543  VERT ORDER  -  SECOND    CLASS 0
 ML0543
 ML0543.The horizontal coordinates were scaled from a topographic map and have
 ML0543.an estimated accuracy of +/- 6 seconds.
 ML0543
 ML0543.The orthometric height was determined by differential leveling
 ML0543.and adjusted by the National Geodetic Survey in June 1991..
 ML0543.WARNING-Repeat measurements at this control monument indicate possible
 ML0543.vertical movement.
 ML0543
 ML0543.The geoid height was determined by GEOID03.
 ML0543
 ML0543.The dynamic height is computed by dividing the NAVD 88
 ML0543.geopotential number by the normal gravity value computed on the
 ML0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0543.degrees latitude (g = 980.6199 gals.).
 ML0543
 ML0543.The modeled gravity was interpolated from observed gravity values.
 ML0543
 ML0543;                    North         East    Units  Estimated Accuracy
 ML0543;SPC NE       -   227,100.      623,720.      MT  (+/- 180 meters Scaled)
 ML0543
 ML0543                          SUPERSEDED SURVEY CONTROL
 ML0543
 ML0543  NGVD 29 (??/??/92)  659.627  (m)         2164.13   (f) ADJ UNCH    2 0
 ML0543
 ML0543.Superseded values are not recommended for survey control.
 ML0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0543.See file dsdata.txt to determine how the superseded data were derived.
 ML0543
 ML0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM407353(NAD 83)
 ML0543_MARKER: DB = BENCH MARK DISK
 ML0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0543_STAMPING: B 121 1935
 ML0543_MARK LOGO: CGS   
 ML0543_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0543+STABILITY: SURFACE MOTION
 ML0543
 ML0543  HISTORY     - Date     Condition        Report By
 ML0543  HISTORY     - 1935     MONUMENTED       CGS
 ML0543  HISTORY     - 1938     GOOD             NGS
 ML0543  HISTORY     - 19950607 POOR             NGS
 ML0543
 ML0543                          STATION DESCRIPTION
 ML0543
 ML0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0543'3.2 MI SE FROM BARTLETT.
 ML0543'3.2 MILES SOUTHEAST OF THE COURT HOUSE AT BARTLETT, ALONG U.S.
 ML0543'HIGHWAY NO. 281 BETWEEN BARTLETT AND SPALDING, 300 FEET SOUTHWEST
 ML0543'OF A GROUP OF TREES, 275 FEET SOUTH OF THE SOUTH END OF A CURVE
 ML0543'IN THE HIGHWAY, 33 FEET EAST OF THE CENTER OF THE HIGHWAY, 2.0
 ML0543'FEET WEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK SET HORIZONTAL
 ML0543'IN A PRECAST CONCRETE POST.
 ML0543
 ML0543                          STATION RECOVERY (1995)
 ML0543
 ML0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0543'MARK WAS FOUND IN POOR CONDITION - LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0376 ***********************************************************************
 ML0376  DESIGNATION -  B 122
 ML0376  PID         -  ML0376
 ML0376  STATE/COUNTY-  NE/SHERMAN
 ML0376  USGS QUAD   -  ASHTON (1954)
 ML0376
 ML0376                         *CURRENT SURVEY CONTROL
 ML0376  ___________________________________________________________________
 ML0376* NAD 83(1986)-  41 07 47.     (N)    098 50 52.     (W)     SCALED    
 ML0376* NAVD 88     -       604.781  (meters)    1984.19   (feet)  ADJUSTED  
 ML0376  ___________________________________________________________________
 ML0376  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ML0376  DYNAMIC HT  -         604.470 (meters)    1983.17  (feet)  COMP
 ML0376  MODELED GRAV-     980,089.7   (mgal)                       NAVD 88
 ML0376
 ML0376  VERT ORDER  -  SECOND    CLASS 0
 ML0376
 ML0376.The horizontal coordinates were scaled from a topographic map and have
 ML0376.an estimated accuracy of +/- 6 seconds.
 ML0376
 ML0376.The orthometric height was determined by differential leveling
 ML0376.and adjusted by the National Geodetic Survey in June 1991..
 ML0376
 ML0376.The geoid height was determined by GEOID03.
 ML0376
 ML0376.The dynamic height is computed by dividing the NAVD 88
 ML0376.geopotential number by the normal gravity value computed on the
 ML0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0376.degrees latitude (g = 980.6199 gals.).
 ML0376
 ML0376.The modeled gravity was interpolated from observed gravity values.
 ML0376
 ML0376;                    North         East    Units  Estimated Accuracy
 ML0376;SPC NE       -   144,580.      596,720.      MT  (+/- 180 meters Scaled)
 ML0376
 ML0376                          SUPERSEDED SURVEY CONTROL
 ML0376
 ML0376  NGVD 29 (??/??/92)  604.539  (m)         1983.39   (f) ADJ UNCH    2 0
 ML0376
 ML0376.Superseded values are not recommended for survey control.
 ML0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0376.See file dsdata.txt to determine how the superseded data were derived.
 ML0376
 ML0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL127531(NAD 83)
 ML0376_MARKER: DB = BENCH MARK DISK
 ML0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0376_STAMPING: B 122 1935
 ML0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0376+STABILITY: SURFACE MOTION
 ML0376
 ML0376  HISTORY     - Date     Condition        Report By
 ML0376  HISTORY     - 1935     MONUMENTED       CGS
 ML0376  HISTORY     - 1949     GOOD             NGS
 ML0376  HISTORY     - 1985     GOOD             NGS
 ML0376
 ML0376                          STATION DESCRIPTION
 ML0376
 ML0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0376'1.1 MI NW FROM ROCKVILLE.
 ML0376'1.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0376'CROSSING OF THE UNION PACIFIC RAILROAD AND STATE HIGHWAY NO. 68
 ML0376'AT ROCKVILLE, 8 RAILS SOUTHEAST OF MILEPOST NO. 27, 130 FEET
 ML0376'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY NO. 58, 45 FEET
 ML0376'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 44.3 FEET NORTHWEST
 ML0376'OF A 3-WAY CORNER FENCE POST, 1.9 FEET NORTHEAST OF A FENCE,
 ML0376'1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0376'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0376
 ML0376                          STATION RECOVERY (1985)
 ML0376
 ML0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0376'0.24 KM (0.15 MI) NORTH ALONG MAIN STREET, FROM THE POST OFFICE IN
 ML0376'ROCKVILLE, THENCE 1.77 KM (1.1 MI) LEFT AND NORTHWEST ALONG STATE
 ML0376'HIGHWAY 58 TO THE MARK ON THE LEFT, ABOUT 76 M (250 FT) SOUTHWEST OF
 ML0376'THE HIGHWAY, 13.4 M (44 FT) NORTHWEST FROM A BRACED, CONCRETE FENCE
 ML0376'POST, 2.0 (0.61 MI) NORTHEAST FROM A FENCE, 0.3 M (1.0 FT) SOUTHEAST
 ML0376'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0230 ***********************************************************************
 NN0230  DESIGNATION -  B 123 RESET
 NN0230  PID         -  NN0230
 NN0230  STATE/COUNTY-  NE/HOLT
 NN0230  USGS QUAD   -  O'NEILL SW (1986)
 NN0230
 NN0230                         *CURRENT SURVEY CONTROL
 NN0230  ___________________________________________________________________
 NN0230* NAD 83(1986)-  42 18 48.     (N)    098 39 06.     (W)     SCALED    
 NN0230* NAVD 88     -       624.38   (meters)    2048.5    (feet)  RESET     
 NN0230  ___________________________________________________________________
 NN0230  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 NN0230
 NN0230  VERT ORDER  -  THIRD
 NN0230
 NN0230.The horizontal coordinates were scaled from a topographic map and have
 NN0230.an estimated accuracy of +/- 6 seconds.
 NN0230
 NN0230.The orthometric height was computed from unverified reset data.
 NN0230
 NN0230.The geoid height was determined by GEOID03.
 NN0230
 NN0230;                    North         East    Units  Estimated Accuracy
 NN0230;SPC NE       -   276,220.      611,130.      MT  (+/- 180 meters Scaled)
 NN0230
 NN0230                          SUPERSEDED SURVEY CONTROL
 NN0230
 NN0230  NGVD 29 (??/??/??)  624.17   (m)         2047.8    (f) RESET       3  
 NN0230
 NN0230.Superseded values are not recommended for survey control.
 NN0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0230.See file dsdata.txt to determine how the superseded data were derived.
 NN0230
 NN0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM287846(NAD 83)
 NN0230_MARKER: DB = BENCH MARK DISK
 NN0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0230_STAMPING: B 123 RESET 1964 1935
 NN0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0230+STABILITY: SURFACE MOTION
 NN0230
 NN0230  HISTORY     - Date     Condition        Report By
 NN0230  HISTORY     - 1964     MONUMENTED       CGS
 NN0230
 NN0230                          STATION DESCRIPTION
 NN0230
 NN0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0230'10 MI S FROM O NEILL.
 NN0230'10.0 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 NN0230'U.S. HIGHWAY 281, 275, AND 20 IN O NEILL, HOLT COUNTY, 2.2 MILES
 NN0230'NORTH OF BENCH MARK A 123 RESET, 185 FEET SOUTH OF A POWER
 NN0230'POLE, 93 FEET WEST OF THE CENTERLINE OF NEW U.S. HIGHWAY 281,
 NN0230'34 FEET WEST OF THE CENTERLINE OF OLD U.S. HIGHWAY 281, 2 FEET
 NN0230'NORTH-NORTHEAST OF A NEW STEEL WITNESS POST, AND 1 FOOT EAST
 NN0230'OF FENCE.  THE MARK IS SET IN THE TOP OF A CONCRETE POST
 NN0230'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0262 ***********************************************************************
 ML0262  DESIGNATION -  B 125
 ML0262  PID         -  ML0262
 ML0262  STATE/COUNTY-  NE/HOWARD
 ML0262  USGS QUAD   -  WOLBACH SW (1974)
 ML0262
 ML0262                         *CURRENT SURVEY CONTROL
 ML0262  ___________________________________________________________________
 ML0262* NAD 83(1986)-  41 15 31.     (N)    098 28 45.     (W)     SCALED    
 ML0262* NAVD 88     -       544.195  (meters)    1785.41   (feet)  ADJUSTED  
 ML0262  ___________________________________________________________________
 ML0262  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 ML0262  DYNAMIC HT  -         543.926 (meters)    1784.53  (feet)  COMP
 ML0262  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 ML0262
 ML0262  VERT ORDER  -  SECOND    CLASS 0
 ML0262
 ML0262.The horizontal coordinates were scaled from a topographic map and have
 ML0262.an estimated accuracy of +/- 6 seconds.
 ML0262
 ML0262.The orthometric height was determined by differential leveling
 ML0262.and adjusted by the National Geodetic Survey in June 1991..
 ML0262
 ML0262.The geoid height was determined by GEOID03.
 ML0262
 ML0262.The dynamic height is computed by dividing the NAVD 88
 ML0262.geopotential number by the normal gravity value computed on the
 ML0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0262.degrees latitude (g = 980.6199 gals.).
 ML0262
 ML0262.The modeled gravity was interpolated from observed gravity values.
 ML0262
 ML0262;                    North         East    Units  Estimated Accuracy
 ML0262;SPC NE       -   159,360.      627,410.      MT  (+/- 180 meters Scaled)
 ML0262
 ML0262                          SUPERSEDED SURVEY CONTROL
 ML0262
 ML0262  NGVD 29 (??/??/92)  543.956  (m)         1784.63   (f) ADJ UNCH    2 0
 ML0262
 ML0262.Superseded values are not recommended for survey control.
 ML0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0262.See file dsdata.txt to determine how the superseded data were derived.
 ML0262
 ML0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL436675(NAD 83)
 ML0262_MARKER: DB = BENCH MARK DISK
 ML0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0262_STAMPING: B-125 1935
 ML0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0262+STABILITY: SURFACE MOTION
 ML0262
 ML0262  HISTORY     - Date     Condition        Report By
 ML0262  HISTORY     - 1935     MONUMENTED       CGS
 ML0262
 ML0262                          STATION DESCRIPTION
 ML0262
 ML0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0262'3.8 MI N FROM ST PAUL.
 ML0262'3.8 MILES NORTH OF THE UNION PACIFIC STATION BY RAIL.  ALONG
 ML0262'THE UNION PACIFIC RAILROAD BETWEEN ST. PAUL AND ORD, NEAR
 ML0262'ROAD CROSSING, 0.7 MILE NORTHWEST OF MILEPOST 25, AT THE CORNER
 ML0262'OF RAILROAD RIGHT OF WAY FENCE, 61.3 FEET SOUTHWEST OF THE
 ML0262'CENTER OF CROSSING, 48.9 FEET WEST OF THE WEST RAIL, AND 21.2
 ML0262'FEET SOUTH OF THE CENTER LINE OF UNIMPROVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0257 ***********************************************************************
 NN0257  DESIGNATION -  B 127
 NN0257  PID         -  NN0257
 NN0257  STATE/COUNTY-  NE/HOLT
 NN0257  USGS QUAD   -  EMMET NW (1986)
 NN0257
 NN0257                         *CURRENT SURVEY CONTROL
 NN0257  ___________________________________________________________________
 NN0257* NAD 83(1986)-  42 24 27.     (N)    098 57 49.     (W)     SCALED    
 NN0257* NAVD 88     -       657.974  (meters)    2158.70   (feet)  ADJUSTED  
 NN0257  ___________________________________________________________________
 NN0257  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 NN0257  DYNAMIC HT  -         657.706 (meters)    2157.82  (feet)  COMP
 NN0257  MODELED GRAV-     980,192.8   (mgal)                       NAVD 88
 NN0257
 NN0257  VERT ORDER  -  SECOND    CLASS 0
 NN0257
 NN0257.The horizontal coordinates were scaled from a topographic map and have
 NN0257.an estimated accuracy of +/- 6 seconds.
 NN0257
 NN0257.The orthometric height was determined by differential leveling
 NN0257.and adjusted by the National Geodetic Survey in June 1991..
 NN0257
 NN0257.The geoid height was determined by GEOID03.
 NN0257
 NN0257.The dynamic height is computed by dividing the NAVD 88
 NN0257.geopotential number by the normal gravity value computed on the
 NN0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0257.degrees latitude (g = 980.6199 gals.).
 NN0257
 NN0257.The modeled gravity was interpolated from observed gravity values.
 NN0257
 NN0257;                    North         East    Units  Estimated Accuracy
 NN0257;SPC NE       -   286,320.      585,300.      MT  (+/- 180 meters Scaled)
 NN0257
 NN0257                          SUPERSEDED SURVEY CONTROL
 NN0257
 NN0257  NGVD 29 (??/??/92)  657.742  (m)         2157.94   (f) ADJ UNCH    2 0
 NN0257
 NN0257.Superseded values are not recommended for survey control.
 NN0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0257.See file dsdata.txt to determine how the superseded data were derived.
 NN0257
 NN0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM029950(NAD 83)
 NN0257_MARKER: DB = BENCH MARK DISK
 NN0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0257_STAMPING: B-127-1935
 NN0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0257+STABILITY: SURFACE MOTION
 NN0257
 NN0257  HISTORY     - Date     Condition        Report By
 NN0257  HISTORY     - 1935     MONUMENTED       CGS
 NN0257
 NN0257                          STATION DESCRIPTION
 NN0257
 NN0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0257'8.4 MI S FROM ATKINSON.
 NN0257'8.4 MILES SOUTH OF THE POST OFFICE BY HIGHWAY.  ALONG STATE
 NN0257'HIGHWAY 11 BETWEEN BURWELL AND ATKINSON, 38 FEET WEST OF THE
 NN0257'CENTER LINE OF HIGHWAY, 24.5 FEET WEST OF THE SOUTHWEST CORNER
 NN0257'OF WOODEN BRIDGE, 6.0 FEET WEST OF A ROW OF TREES, 3.5 FEET SOUTH
 NN0257'OF LINE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0258 ***********************************************************************
 NN0258  DESIGNATION -  B 127 RESET
 NN0258  PID         -  NN0258
 NN0258  STATE/COUNTY-  NE/HOLT
 NN0258  USGS QUAD   -  EMMET NW (1986)
 NN0258
 NN0258                         *CURRENT SURVEY CONTROL
 NN0258  ___________________________________________________________________
 NN0258* NAD 83(1986)-  42 24 27.     (N)    098 57 50.     (W)     SCALED    
 NN0258* NAVD 88     -       657.65   (meters)    2157.6    (feet)  RESET     
 NN0258  ___________________________________________________________________
 NN0258  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 NN0258
 NN0258  VERT ORDER  -  THIRD
 NN0258
 NN0258.The horizontal coordinates were scaled from a topographic map and have
 NN0258.an estimated accuracy of +/- 6 seconds.
 NN0258
 NN0258.The orthometric height was computed from unverified reset data.
 NN0258
 NN0258.The geoid height was determined by GEOID03.
 NN0258
 NN0258;                    North         East    Units  Estimated Accuracy
 NN0258;SPC NE       -   286,320.      585,270.      MT  (+/- 180 meters Scaled)
 NN0258
 NN0258                          SUPERSEDED SURVEY CONTROL
 NN0258
 NN0258  NGVD 29 (??/??/??)  657.41   (m)         2156.9    (f) RESET       3  
 NN0258
 NN0258.Superseded values are not recommended for survey control.
 NN0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0258.See file dsdata.txt to determine how the superseded data were derived.
 NN0258
 NN0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM029950(NAD 83)
 NN0258_MARKER: DB = BENCH MARK DISK
 NN0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0258_STAMPING: B 127 1935 RESET 1960
 NN0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0258+STABILITY: SURFACE MOTION
 NN0258
 NN0258  HISTORY     - Date     Condition        Report By
 NN0258  HISTORY     - 1960     MONUMENTED       CGS
 NN0258  HISTORY     - 1961     GOOD             NGS
 NN0258  HISTORY     - 1964     GOOD             NGS
 NN0258
 NN0258                          STATION DESCRIPTION
 NN0258
 NN0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NN0258'8.4 MI S FROM ATKINSON.
 NN0258'8.6 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 NN0258'ATKINSON, 70 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 38.1
 NN0258'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TWIN CONCRETE BOX
 NN0258'CULVERT, 5.8 FEET EAST OF A FENCE AND 38.7 FEET SOUTH OF A
 NN0258'CONCRETE RIGHT-OF-WAY MARKER, AND SET IN THE TOP OF A CONCRETE
 NN0258'POST.
 NN0258
 NN0258                          STATION RECOVERY (1964)
 NN0258
 NN0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NN0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0127 ***********************************************************************
 NN0127  DESIGNATION -  B 128
 NN0127  PID         -  NN0127
 NN0127  STATE/COUNTY-  NE/ANTELOPE
 NN0127  USGS QUAD   -  DELOIT NE (1986)
 NN0127
 NN0127                         *CURRENT SURVEY CONTROL
 NN0127  ___________________________________________________________________
 NN0127* NAD 83(1986)-  42 11 56.     (N)    098 15 43.     (W)     SCALED    
 NN0127* NAVD 88     -       556.941  (meters)    1827.23   (feet)  ADJUSTED  
 NN0127  ___________________________________________________________________
 NN0127  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 NN0127  DYNAMIC HT  -         556.720 (meters)    1826.51  (feet)  COMP
 NN0127  MODELED GRAV-     980,207.8   (mgal)                       NAVD 88
 NN0127
 NN0127  VERT ORDER  -  SECOND    CLASS 0
 NN0127
 NN0127.The horizontal coordinates were scaled from a topographic map and have
 NN0127.an estimated accuracy of +/- 6 seconds.
 NN0127
 NN0127.The orthometric height was determined by differential leveling
 NN0127.and adjusted by the National Geodetic Survey in June 1991..
 NN0127
 NN0127.The geoid height was determined by GEOID03.
 NN0127
 NN0127.The dynamic height is computed by dividing the NAVD 88
 NN0127.geopotential number by the normal gravity value computed on the
 NN0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0127.degrees latitude (g = 980.6199 gals.).
 NN0127
 NN0127.The modeled gravity was interpolated from observed gravity values.
 NN0127
 NN0127;                    North         East    Units  Estimated Accuracy
 NN0127;SPC NE       -   264,090.      643,500.      MT  (+/- 180 meters Scaled)
 NN0127
 NN0127                          SUPERSEDED SURVEY CONTROL
 NN0127
 NN0127  NGVD 29 (??/??/92)  556.734  (m)         1826.55   (f) ADJ UNCH    2 0
 NN0127
 NN0127.Superseded values are not recommended for survey control.
 NN0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0127.See file dsdata.txt to determine how the superseded data were derived.
 NN0127
 NN0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM609721(NAD 83)
 NN0127_MARKER: DB = BENCH MARK DISK
 NN0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0127_STAMPING: B 128 1935
 NN0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0127+STABILITY: SURFACE MOTION
 NN0127
 NN0127  HISTORY     - Date     Condition        Report By
 NN0127  HISTORY     - 1935     MONUMENTED       CGS
 NN0127  HISTORY     - 1961     MARK NOT FOUND   NGS
 NN0127
 NN0127                          STATION DESCRIPTION
 NN0127
 NN0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0127'4.2 MI NW FROM CLEARWATER.
 NN0127'4.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0127'FROM THE STATION AT CLEARWATER, ANTELOPE COUNTY, 6 POLES SOUTHWEST
 NN0127'OF CULVERT 251, 45.8 FEET SOUTH OF THE CENTER OF A ROAD CROSSING,
 NN0127'42.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 3.8
 NN0127'FEET NORTH OF A FENCE CORNER, AND IN LINE WITH A ROW OF POLES.
 NN0127'A STANDARD DISK, STAMPED B 128 1935 AND SET IN THE TOP OF A
 NN0127'CONCRETE POST.
 NN0127
 NN0127                          STATION RECOVERY (1961)
 NN0127
 NN0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NN0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0297 ***********************************************************************
 LG0297  DESIGNATION -  B 13
 LG0297  PID         -  LG0297
 LG0297  STATE/COUNTY-  NE/LANCASTER
 LG0297  USGS QUAD   -  BENNET (1972)
 LG0297
 LG0297                         *CURRENT SURVEY CONTROL
 LG0297  ___________________________________________________________________
 LG0297* NAD 83(1986)-  40 43 48.     (N)    096 37 25.     (W)     SCALED    
 LG0297* NAVD 88     -       400.338  (meters)    1313.44   (feet)  ADJUSTED  
 LG0297  ___________________________________________________________________
 LG0297  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 LG0297  DYNAMIC HT  -         400.164 (meters)    1312.87  (feet)  COMP
 LG0297  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 LG0297
 LG0297  VERT ORDER  -  FIRST     CLASS II
 LG0297
 LG0297.The horizontal coordinates were scaled from a topographic map and have
 LG0297.an estimated accuracy of +/- 6 seconds.
 LG0297
 LG0297.The orthometric height was determined by differential leveling
 LG0297.and adjusted by the National Geodetic Survey in June 1991..
 LG0297
 LG0297.The geoid height was determined by GEOID03.
 LG0297
 LG0297.The dynamic height is computed by dividing the NAVD 88
 LG0297.geopotential number by the normal gravity value computed on the
 LG0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0297.degrees latitude (g = 980.6199 gals.).
 LG0297
 LG0297.The modeled gravity was interpolated from observed gravity values.
 LG0297
 LG0297;                    North         East    Units  Estimated Accuracy
 LG0297;SPC NE       -   105,120.      785,090.      MT  (+/- 180 meters Scaled)
 LG0297
 LG0297                          SUPERSEDED SURVEY CONTROL
 LG0297
 LG0297  NGVD 29 (??/??/92)  400.237  (m)         1313.11   (f) ADJ UNCH    1 2
 LG0297
 LG0297.Superseded values are not recommended for survey control.
 LG0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0297.See file dsdata.txt to determine how the superseded data were derived.
 LG0297
 LG0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL006115(NAD 83)
 LG0297_MARKER: DB = BENCH MARK DISK
 LG0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0297_SP_SET: CONCRETE POST
 LG0297_STAMPING: B 13 1933 1312.622
 LG0297_MARK LOGO: CGS   
 LG0297_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0297+STABILITY: SURFACE MOTION
 LG0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0297+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG0297
 LG0297  HISTORY     - Date     Condition        Report By
 LG0297  HISTORY     - 1933     MONUMENTED       CGS
 LG0297  HISTORY     - 1940     GOOD             NGS
 LG0297  HISTORY     - 19911023 GOOD             NGS
 LG0297
 LG0297                          STATION DESCRIPTION
 LG0297
 LG0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0297'1.8 MI NW FROM CHENEY.
 LG0297'1.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0297'RAILROAD FROM THE STATION AT CHENEY, LANCASTER COUNTY, 5 POLES
 LG0297'NORTHWEST OF MILEPOST 54, 250 FEET NORTH OF A WHITE HOUSE, AT
 LG0297'A PRIVATE ROAD CROSSING, 50 FEET SOUTH OF THE CENTERLINE OF THE
 LG0297'TRACK, 25 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 3 FEET
 LG0297'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 LG0297'1312.622 B 13 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0297'0.3 FOOT ABOVE GROUND.
 LG0297
 LG0297                          STATION RECOVERY (1991)
 LG0297
 LG0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0297'7.3 KM (4.55 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG0297'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 1.7 KM (1.05
 LG0297'MI) SOUTHERLY ALONG SOUTH 70TH STREET, THENCE 0.3 KM (0.20 MI)
 LG0297'EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD, 44.7 M (146.7 FT)
 LG0297'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 15.3 M (50.2 FT)
 LG0297'SOUTH OF THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK,
 LG0297'0.7 M (2.3 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS
 LG0297'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 LG0297'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1230 ***********************************************************************
 MK1230  DESIGNATION -  B 130
 MK1230  PID         -  MK1230
 MK1230  STATE/COUNTY-  NE/PLATTE
 MK1230  USGS QUAD   -  COLUMBUS (1976)
 MK1230
 MK1230                         *CURRENT SURVEY CONTROL
 MK1230  ___________________________________________________________________
 MK1230* NAD 83(1986)-  41 25 40.     (N)    097 21 32.     (W)     SCALED    
 MK1230* NAVD 88     -       442.512  (meters)    1451.81   (feet)  ADJUSTED  
 MK1230  ___________________________________________________________________
 MK1230  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 MK1230  DYNAMIC HT  -         442.318 (meters)    1451.17  (feet)  COMP
 MK1230  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 MK1230
 MK1230  VERT ORDER  -  FIRST     CLASS II
 MK1230
 MK1230.The horizontal coordinates were scaled from a topographic map and have
 MK1230.an estimated accuracy of +/- 6 seconds.
 MK1230
 MK1230.The orthometric height was determined by differential leveling
 MK1230.and adjusted by the National Geodetic Survey in June 1991..
 MK1230
 MK1230.The geoid height was determined by GEOID03.
 MK1230
 MK1230.The dynamic height is computed by dividing the NAVD 88
 MK1230.geopotential number by the normal gravity value computed on the
 MK1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1230.degrees latitude (g = 980.6199 gals.).
 MK1230
 MK1230.The modeled gravity was interpolated from observed gravity values.
 MK1230
 MK1230;                    North         East    Units  Estimated Accuracy
 MK1230;SPC NE       -   180,390.      720,660.      MT  (+/- 180 meters Scaled)
 MK1230
 MK1230                          SUPERSEDED SURVEY CONTROL
 MK1230
 MK1230  NGVD 29 (??/??/92)  442.323  (m)         1451.19   (f) ADJ UNCH    1 2
 MK1230
 MK1230.Superseded values are not recommended for survey control.
 MK1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1230.See file dsdata.txt to determine how the superseded data were derived.
 MK1230
 MK1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL371875(NAD 83)
 MK1230_MARKER: DB = BENCH MARK DISK
 MK1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1230_SP_SET: WALL
 MK1230_STAMPING: B 130 1935
 MK1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1230
 MK1230  HISTORY     - Date     Condition        Report By
 MK1230  HISTORY     - 1935     MONUMENTED       CGS
 MK1230  HISTORY     - 1950     GOOD             NGS
 MK1230
 MK1230                          STATION DESCRIPTION
 MK1230
 MK1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1230'IN COLUMBUS.
 MK1230'IN THE SOUTH WALL OF THE UNION PACIFIC RAILROAD DEPOT, 35.4
 MK1230'FEET EAST OF THE SOUTHWEST CORNER OF THE DEPOT, 26.3 FEET NORTH
 MK1230'OF THE NORTH RAIL, 5.9 FEET WEST OF THE CENTER LINE OF THE
 MK1230'EXPRESS OFFICE DOORWAY, AND 4.7 FEET ABOVE SURFACE OF THE
 MK1230'PLATFORM.
 MK1230
 MK1230                          STATION RECOVERY (1950)
 MK1230
 MK1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0340 ***********************************************************************
 NO0340  DESIGNATION -  B 130 RESET
 NO0340  PID         -  NO0340
 NO0340  STATE/COUNTY-  NE/CHERRY
 NO0340  USGS QUAD   -  WILD MARE LAKE SW (1990)
 NO0340
 NO0340                         *CURRENT SURVEY CONTROL
 NO0340  ___________________________________________________________________
 NO0340* NAD 83(1986)-  42 36 02.     (N)    101 40 14.     (W)     SCALED    
 NO0340* NAVD 88     -      1066.48   (+/-2cm)    3498.9    (feet)  VERTCON   
 NO0340  ___________________________________________________________________
 NO0340  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 NO0340
 NO0340  VERT ORDER  -  THIRD (See Below)
 NO0340
 NO0340.The horizontal coordinates were scaled from a topographic map and have
 NO0340.an estimated accuracy of +/- 6 seconds.
 NO0340
 NO0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0340.The vertical order pertains to the NGVD 29 superseded value.
 NO0340
 NO0340.The geoid height was determined by GEOID03.
 NO0340
 NO0340;                    North         East    Units  Estimated Accuracy
 NO0340;SPC NE       -   308,580.      362,930.      MT  (+/- 180 meters Scaled)
 NO0340
 NO0340                          SUPERSEDED SURVEY CONTROL
 NO0340
 NO0340  NGVD 29 (??/??/??) 1066.04   (m)         3497.5    (f) RESET       3  
 NO0340
 NO0340.Superseded values are not recommended for survey control.
 NO0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0340.See file dsdata.txt to determine how the superseded data were derived.
 NO0340
 NO0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN809199(NAD 83)
 NO0340_MARKER: DB = BENCH MARK DISK
 NO0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0340_STAMPING: B 130 1934 RESET 1948
 NO0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0340+STABILITY: SURFACE MOTION
 NO0340
 NO0340  HISTORY     - Date     Condition        Report By
 NO0340  HISTORY     - 1948     MONUMENTED       USGS
 NO0340
 NO0340                          STATION DESCRIPTION
 NO0340
 NO0340'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NO0340'22.4 MI S FROM MERRIMAN.
 NO0340'22.4 MILES (AIR LINE) SOUTH OF MERRIMAN, 1.9 MILES NORTH OF
 NO0340'CLIFFORD BRIDGE OVER SNAKE RIVER, 3.7 MILES SOUTH OF HARRY FISHER
 NO0340'RANCH HOUSE, IN SOUTHWEST 1/4 SEC. 4, T. 30 N., R. 37 W., 0.7
 NO0340'MILES SOUTH-SOUTHWEST OF WINDMILL, 435 FEET NORTH OF T-FENCE
 NO0340'EAST, 2 FEET EAST OF NORTH AND SOUTH FENCE, PROJECTING 0.7 FOOT
 NO0340'ABOVE GROUND.  A STANDARD DISK, STAMPED B 130 1934 RESET 1948
 NO0340'SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0487 ***********************************************************************
 MK0487  DESIGNATION -  B 131
 MK0487  PID         -  MK0487
 MK0487  STATE/COUNTY-  NE/DODGE
 MK0487  USGS QUAD   -  FREMONT EAST (1983)
 MK0487
 MK0487                         *CURRENT SURVEY CONTROL
 MK0487  ___________________________________________________________________
 MK0487* NAD 83(1986)-  41 25 40.     (N)    096 27 10.     (W)     SCALED    
 MK0487* NAVD 88     -       357.897  (meters)    1174.20   (feet)  ADJUSTED  
 MK0487  ___________________________________________________________________
 MK0487  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 MK0487  DYNAMIC HT  -         357.734 (meters)    1173.67  (feet)  COMP
 MK0487  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 MK0487
 MK0487  VERT ORDER  -  SECOND    CLASS 0
 MK0487
 MK0487.The horizontal coordinates were scaled from a topographic map and have
 MK0487.an estimated accuracy of +/- 6 seconds.
 MK0487
 MK0487.The orthometric height was determined by differential leveling
 MK0487.and adjusted by the National Geodetic Survey in June 1991..
 MK0487
 MK0487.The geoid height was determined by GEOID03.
 MK0487
 MK0487.The dynamic height is computed by dividing the NAVD 88
 MK0487.geopotential number by the normal gravity value computed on the
 MK0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0487.degrees latitude (g = 980.6199 gals.).
 MK0487
 MK0487.The modeled gravity was interpolated from observed gravity values.
 MK0487
 MK0487;                    North         East    Units  Estimated Accuracy
 MK0487;SPC NE       -   183,100.      796,320.      MT  (+/- 180 meters Scaled)
 MK0487
 MK0487                          SUPERSEDED SURVEY CONTROL
 MK0487
 MK0487  NGVD 29 (??/??/92)  357.750  (m)         1173.72   (f) ADJ UNCH    2 0
 MK0487
 MK0487.Superseded values are not recommended for survey control.
 MK0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0487.See file dsdata.txt to determine how the superseded data were derived.
 MK0487
 MK0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL128893(NAD 83)
 MK0487_MARKER: DB = BENCH MARK DISK
 MK0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0487_STAMPING: B 131 1935
 MK0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0487+STABILITY: SURFACE MOTION
 MK0487
 MK0487  HISTORY     - Date     Condition        Report By
 MK0487  HISTORY     - 1935     MONUMENTED       CGS
 MK0487  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0487
 MK0487                          STATION DESCRIPTION
 MK0487
 MK0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0487'2.4 MI E FROM FREMONT.
 MK0487'2.4 MILES EAST OF C. AND N.W. DEPOT BY RAIL.  ALONG THE
 MK0487'CHICAGO AND NORTH WESTERN RAILROAD BETWEEN FREMONT AND
 MK0487'CALIFORNIA, IOWA.  85.6 FEET NORTH OF MILE POST 35, 15 RAILS
 MK0487'EAST OF ROAD CROSSING, 44.4 FEET NORTH OF NORTH RAIL, AND ABOUT
 MK0487'3 FEET BELOW THE LEVEL OF THE TRACK.
 MK0487
 MK0487                          STATION RECOVERY (1966)
 MK0487
 MK0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1092 ***********************************************************************
 MK1092  DESIGNATION -  B 133
 MK1092  PID         -  MK1092
 MK1092  STATE/COUNTY-  NE/COLFAX
 MK1092  USGS QUAD   -  DODGE (1966)
 MK1092
 MK1092                         *CURRENT SURVEY CONTROL
 MK1092  ___________________________________________________________________
 MK1092* NAD 83(1986)-  41 44 06.     (N)    096 55 31.     (W)     SCALED    
 MK1092* NAVD 88     -       442.005  (meters)    1450.14   (feet)  ADJUSTED  
 MK1092  ___________________________________________________________________
 MK1092  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 MK1092  DYNAMIC HT  -         441.831 (meters)    1449.57  (feet)  COMP
 MK1092  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 MK1092
 MK1092  VERT ORDER  -  SECOND    CLASS 0
 MK1092
 MK1092.The horizontal coordinates were scaled from a topographic map and have
 MK1092.an estimated accuracy of +/- 6 seconds.
 MK1092
 MK1092.The orthometric height was determined by differential leveling
 MK1092.and adjusted by the National Geodetic Survey in June 1991..
 MK1092
 MK1092.The geoid height was determined by GEOID03.
 MK1092
 MK1092.The dynamic height is computed by dividing the NAVD 88
 MK1092.geopotential number by the normal gravity value computed on the
 MK1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1092.degrees latitude (g = 980.6199 gals.).
 MK1092
 MK1092.The modeled gravity was interpolated from observed gravity values.
 MK1092
 MK1092;                    North         East    Units  Estimated Accuracy
 MK1092;SPC NE       -   215,680.      755,660.      MT  (+/- 180 meters Scaled)
 MK1092
 MK1092                          SUPERSEDED SURVEY CONTROL
 MK1092
 MK1092  NGVD 29 (??/??/92)  441.837  (m)         1449.59   (f) ADJ UNCH    2 0
 MK1092
 MK1092.Superseded values are not recommended for survey control.
 MK1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1092.See file dsdata.txt to determine how the superseded data were derived.
 MK1092
 MK1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM725224(NAD 83)
 MK1092_MARKER: DB = BENCH MARK DISK
 MK1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1092_STAMPING: B-133-1935
 MK1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1092+STABILITY: SURFACE MOTION
 MK1092
 MK1092  HISTORY     - Date     Condition        Report By
 MK1092  HISTORY     - 1935     MONUMENTED       CGS
 MK1092  HISTORY     - 1965     MARK NOT FOUND   NGS
 MK1092
 MK1092                          STATION DESCRIPTION
 MK1092
 MK1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1092'6 MI E FROM HOWELL.
 MK1092'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER
 MK1092'AND HUMPHREY, 44.3 FEET SOUTH OF THE SOUTH RAIL, 39 FEET WEST
 MK1092'OF THE CENTER LINE OF CROSS ROAD, IN-SIDE FENCE CORNER OF C. AND
 MK1092'N. W. RR. AND HIGHWAY RIGHT OF WAY FENCES, ABOUT 4 FEET FROM
 MK1092'EACH FENCE, 3 FEET ABOVE THE LEVEL OF TRACK.  NOTE-- THE RAILROAD
 MK1092'HAS BEEN REMOVED.  LOCATION NOW BEING FARMED.
 MK1092
 MK1092                          STATION RECOVERY (1965)
 MK1092
 MK1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MK1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0937 ***********************************************************************
 MK0937  DESIGNATION -  B 134
 MK0937  PID         -  MK0937
 MK0937  STATE/COUNTY-  NE/SAUNDERS
 MK0937  USGS QUAD   -  WAHOO EAST (1983)
 MK0937
 MK0937                         *CURRENT SURVEY CONTROL
 MK0937  ___________________________________________________________________
 MK0937* NAD 83(1986)-  41 12 53.     (N)    096 37 15.     (W)     SCALED    
 MK0937* NAVD 88     -       367.466  (meters)    1205.59   (feet)  ADJUSTED  
 MK0937  ___________________________________________________________________
 MK0937  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 MK0937  DYNAMIC HT  -         367.291 (meters)    1205.02  (feet)  COMP
 MK0937  MODELED GRAV-     980,137.2   (mgal)                       NAVD 88
 MK0937
 MK0937  VERT ORDER  -  SECOND    CLASS 0
 MK0937
 MK0937.The horizontal coordinates were scaled from a topographic map and have
 MK0937.an estimated accuracy of +/- 6 seconds.
 MK0937
 MK0937.The orthometric height was determined by differential leveling
 MK0937.and adjusted by the National Geodetic Survey in June 1991..
 MK0937
 MK0937.The geoid height was determined by GEOID03.
 MK0937
 MK0937.The dynamic height is computed by dividing the NAVD 88
 MK0937.geopotential number by the normal gravity value computed on the
 MK0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0937.degrees latitude (g = 980.6199 gals.).
 MK0937
 MK0937.The modeled gravity was interpolated from observed gravity values.
 MK0937
 MK0937;                    North         East    Units  Estimated Accuracy
 MK0937;SPC NE       -   158,910.      783,220.      MT  (+/- 180 meters Scaled)
 MK0937
 MK0937                          SUPERSEDED SURVEY CONTROL
 MK0937
 MK0937  NGVD 29 (??/??/92)  367.319  (m)         1205.11   (f) ADJ UNCH    2 0
 MK0937
 MK0937.Superseded values are not recommended for survey control.
 MK0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0937.See file dsdata.txt to determine how the superseded data were derived.
 MK0937
 MK0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL994653(NAD 83)
 MK0937_MARKER: DB = BENCH MARK DISK
 MK0937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0937_SP_SET: FOUNDATION
 MK0937_STAMPING: B 134 1935
 MK0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0937
 MK0937  HISTORY     - Date     Condition        Report By
 MK0937  HISTORY     - 1935     MONUMENTED       CGS
 MK0937  HISTORY     - 1950     GOOD             NGS
 MK0937  HISTORY     - 1968     MARK NOT FOUND   NGS
 MK0937
 MK0937                          STATION DESCRIPTION
 MK0937
 MK0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0937'AT WAHOO.
 MK0937'AT WAHOO, AT THE CHICAGO AND NORTH WESTERN RAILROAD STATION,
 MK0937'135 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RAILROAD
 MK0937'STATION, 49 FEET NORTH OF THE NORTH CURB OF 10TH STREET, 200
 MK0937'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAYS 77 AND 30A, 20
 MK0937'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, SET IN THE TOP
 MK0937'OF AN OLD WATER TOWER FOUNDATION.
 MK0937
 MK0937                          STATION RECOVERY (1968)
 MK0937
 MK0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MK0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0669 ***********************************************************************
 LG0669  DESIGNATION -  B 135
 LG0669  PID         -  LG0669
 LG0669  STATE/COUNTY-  NE/CLAY
 LG0669  USGS QUAD   -  SARONVILLE (1969)
 LG0669
 LG0669                         *CURRENT SURVEY CONTROL
 LG0669  ___________________________________________________________________
 LG0669* NAD 83(1986)-  40 36 42.     (N)    097 59 43.     (W)     SCALED    
 LG0669* NAVD 88     -       538.138  (meters)    1765.54   (feet)  ADJUSTED  
 LG0669  ___________________________________________________________________
 LG0669  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 LG0669  DYNAMIC HT  -         537.841 (meters)    1764.57  (feet)  COMP
 LG0669  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 LG0669
 LG0669  VERT ORDER  -  SECOND    CLASS 0
 LG0669
 LG0669.The horizontal coordinates were scaled from a topographic map and have
 LG0669.an estimated accuracy of +/- 6 seconds.
 LG0669
 LG0669.The orthometric height was determined by differential leveling
 LG0669.and adjusted by the National Geodetic Survey in June 1991..
 LG0669
 LG0669.The geoid height was determined by GEOID03.
 LG0669
 LG0669.The dynamic height is computed by dividing the NAVD 88
 LG0669.geopotential number by the normal gravity value computed on the
 LG0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0669.degrees latitude (g = 980.6199 gals.).
 LG0669
 LG0669.The modeled gravity was interpolated from observed gravity values.
 LG0669
 LG0669;                    North         East    Units  Estimated Accuracy
 LG0669;SPC NE       -    88,380.      669,600.      MT  (+/- 180 meters Scaled)
 LG0669
 LG0669                          SUPERSEDED SURVEY CONTROL
 LG0669
 LG0669  NGVD 29 (??/??/92)  537.927  (m)         1764.85   (f) ADJ UNCH    2 0
 LG0669
 LG0669.Superseded values are not recommended for survey control.
 LG0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0669.See file dsdata.txt to determine how the superseded data were derived.
 LG0669
 LG0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK849961(NAD 83)
 LG0669_MARKER: DB = BENCH MARK DISK
 LG0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0669_STAMPING: B 135 1935
 LG0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0669+STABILITY: SURFACE MOTION
 LG0669
 LG0669  HISTORY     - Date     Condition        Report By
 LG0669  HISTORY     - 1935     MONUMENTED       CGS
 LG0669  HISTORY     - 1944     POOR             NGS
 LG0669  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0669
 LG0669                          STATION DESCRIPTION
 LG0669
 LG0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0669'3 MI W FROM SARONVILLE.
 LG0669'3.0 MILES WEST ALONG U.S. HIGHWAY 6 (CITY ROUTE) FROM THE
 LG0669'JUNCTION OF MAIN STREET AT SARONVILLE, CLAY COUNTY, 250 FEET
 LG0669'NORTHEAST OF A FARMHOUSE, AT THE JUNCTION OF STATE HIGHWAY 14,
 LG0669'188 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 14, AND 36
 LG0669'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 6.  A STANDARD
 LG0669'DISK, STAMPED B 135 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0669
 LG0669                          STATION RECOVERY (1944)
 LG0669
 LG0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 LG0669'MARK RECOVERED IN POOR CONDITION.
 LG0669
 LG0669                          STATION RECOVERY (1991)
 LG0669
 LG0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0669'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1299 ***********************************************************************
 MK1299  DESIGNATION -  B 137
 MK1299  PID         -  MK1299
 MK1299  STATE/COUNTY-  NE/BUTLER
 MK1299  USGS QUAD   -  GARRISON (1965)
 MK1299
 MK1299                         *CURRENT SURVEY CONTROL
 MK1299  ___________________________________________________________________
 MK1299* NAD 83(1986)-  41 13 14.     (N)    097 10 57.     (W)     SCALED    
 MK1299* NAVD 88     -       484.377  (meters)    1589.16   (feet)  ADJUSTED  
 MK1299  ___________________________________________________________________
 MK1299  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 MK1299  DYNAMIC HT  -         484.152 (meters)    1588.42  (feet)  COMP
 MK1299  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 MK1299
 MK1299  VERT ORDER  -  SECOND    CLASS 0
 MK1299
 MK1299.The horizontal coordinates were scaled from a topographic map and have
 MK1299.an estimated accuracy of +/- 6 seconds.
 MK1299
 MK1299.The orthometric height was determined by differential leveling
 MK1299.and adjusted by the National Geodetic Survey in June 1991..
 MK1299
 MK1299.The geoid height was determined by GEOID03.
 MK1299
 MK1299.The dynamic height is computed by dividing the NAVD 88
 MK1299.geopotential number by the normal gravity value computed on the
 MK1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1299.degrees latitude (g = 980.6199 gals.).
 MK1299
 MK1299.The modeled gravity was interpolated from observed gravity values.
 MK1299
 MK1299;                    North         East    Units  Estimated Accuracy
 MK1299;SPC NE       -   157,870.      736,140.      MT  (+/- 180 meters Scaled)
 MK1299
 MK1299                          SUPERSEDED SURVEY CONTROL
 MK1299
 MK1299  NGVD 29 (??/??/92)  484.205  (m)         1588.60   (f) ADJ UNCH    2 0
 MK1299
 MK1299.Superseded values are not recommended for survey control.
 MK1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1299.See file dsdata.txt to determine how the superseded data were derived.
 MK1299
 MK1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL523648(NAD 83)
 MK1299_MARKER: DB = BENCH MARK DISK
 MK1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1299_STAMPING: B-137-1935
 MK1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1299+STABILITY: SURFACE MOTION
 MK1299
 MK1299  HISTORY     - Date     Condition        Report By
 MK1299  HISTORY     - 1935     MONUMENTED       CGS
 MK1299
 MK1299                          STATION DESCRIPTION
 MK1299
 MK1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1299'3 MI NE FROM MILLERTON.
 MK1299'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1299'AND YORK, 41.0 FEET SOUTHEAST OF CENTER OF CROSSING, 35.5 FEET
 MK1299'SOUTH OF THE SOUTH RAIL, 26.5 FEET EAST OF THE CENTER LINE OF
 MK1299'DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0712 ***********************************************************************
 LG0712  DESIGNATION -  B 138
 LG0712  PID         -  LG0712
 LG0712  STATE/COUNTY-  NE/YORK
 LG0712  USGS QUAD   -  HENDERSON NE (1968)
 LG0712
 LG0712                         *CURRENT SURVEY CONTROL
 LG0712  ___________________________________________________________________
 LG0712* NAD 83(1986)-  40 52 53.     (N)    097 47 17.     (W)     SCALED    
 LG0712* NAVD 88     -       526.907  (meters)    1728.69   (feet)  ADJUSTED  
 LG0712  ___________________________________________________________________
 LG0712  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 LG0712  DYNAMIC HT  -         526.622 (meters)    1727.76  (feet)  COMP
 LG0712  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 LG0712
 LG0712  VERT ORDER  -  SECOND    CLASS 0
 LG0712
 LG0712.The horizontal coordinates were scaled from a topographic map and have
 LG0712.an estimated accuracy of +/- 6 seconds.
 LG0712
 LG0712.The orthometric height was determined by differential leveling
 LG0712.and adjusted by the National Geodetic Survey in June 1991..
 LG0712
 LG0712.The geoid height was determined by GEOID03.
 LG0712
 LG0712.The dynamic height is computed by dividing the NAVD 88
 LG0712.geopotential number by the normal gravity value computed on the
 LG0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0712.degrees latitude (g = 980.6199 gals.).
 LG0712
 LG0712.The modeled gravity was interpolated from observed gravity values.
 LG0712
 LG0712;                    North         East    Units  Estimated Accuracy
 LG0712;SPC NE       -   118,750.      686,360.      MT  (+/- 180 meters Scaled)
 LG0712
 LG0712                          SUPERSEDED SURVEY CONTROL
 LG0712
 LG0712  NGVD 29 (??/??/92)  526.680  (m)         1727.95   (f) ADJ UNCH    2 0
 LG0712
 LG0712.Superseded values are not recommended for survey control.
 LG0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0712.See file dsdata.txt to determine how the superseded data were derived.
 LG0712
 LG0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL021262(NAD 83)
 LG0712_MARKER: DB = BENCH MARK DISK
 LG0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0712_STAMPING: B 138 1935
 LG0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0712+STABILITY: SURFACE MOTION
 LG0712
 LG0712  HISTORY     - Date     Condition        Report By
 LG0712  HISTORY     - 1935     MONUMENTED       CGS
 LG0712  HISTORY     - 1966     GOOD             NGS
 LG0712
 LG0712                          STATION DESCRIPTION
 LG0712
 LG0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LG0712'2.2 MI WSW FROM BRADSHAW.
 LG0712'TO REACH THE STATION FROM THE POST OFFICE IN BRADSHAW, GO NORTH
 LG0712'ON THE MAIN STREET FOR 0.3 MILE TO THE JUNCTION OF U.S. HIGHWAY
 LG0712'34.  TURN LEFT AND GO WEST ON U.S. HIGHWAY 34 FOR 2.15 MILE TO
 LG0712'A CROSSROAD.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.4
 LG0712'MILE TO STATION ON THE RIGHT, WEST SIDE OF ROAD.  THE MARK IS
 LG0712'51 FEET WEST OF THE APPROXIMATE CENTER OF GRAVEL ROAD, 44 FEET
 LG0712'NORTH OF THE MOST NORTHERLY RAIL OF RAILROAD, 16 FEET NORTHWEST
 LG0712'OF A TELEPHONE POLE, 0.5 FEET NORTH OF METAL WITNESS POST WITH
 LG0712'SIGN ATTACHED AND 3.7 FEET SOUTH OF FENCELINE.  IT IS MARKED BY
 LG0712'A STANDARD BENCH MARK DISK, SET IN THE TOP OF A 6 X 6 INCH CONCRETE
 LG0712'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 LG0712'THE DISK IS STAMPED B 138 1935.  THE MARK WAS USED AS AN AZIMUTH
 LG0712'MARK FOR TRIANGULATION STATION BRADSHAW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0597 ***********************************************************************
 ML0597  DESIGNATION -  B 14
 ML0597  PID         -  ML0597
 ML0597  STATE/COUNTY-  NE/CUSTER
 ML0597  USGS QUAD   -  SARGENT WEST (1978)
 ML0597
 ML0597                         *CURRENT SURVEY CONTROL
 ML0597  ___________________________________________________________________
 ML0597* NAD 83(1986)-  41 39 15.     (N)    099 25 32.     (W)     SCALED    
 ML0597* NAVD 88     -       717.770  (meters)    2354.88   (feet)  ADJUSTED  
 ML0597  ___________________________________________________________________
 ML0597  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 ML0597  DYNAMIC HT  -         717.413 (meters)    2353.71  (feet)  COMP
 ML0597  MODELED GRAV-     980,101.3   (mgal)                       NAVD 88
 ML0597
 ML0597  VERT ORDER  -  SECOND    CLASS 0
 ML0597
 ML0597.The horizontal coordinates were scaled from a topographic map and have
 ML0597.an estimated accuracy of +/- 6 seconds.
 ML0597
 ML0597.The orthometric height was determined by differential leveling
 ML0597.and adjusted by the National Geodetic Survey in June 1991..
 ML0597
 ML0597.The geoid height was determined by GEOID03.
 ML0597
 ML0597.The dynamic height is computed by dividing the NAVD 88
 ML0597.geopotential number by the normal gravity value computed on the
 ML0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0597.degrees latitude (g = 980.6199 gals.).
 ML0597
 ML0597.The modeled gravity was interpolated from observed gravity values.
 ML0597
 ML0597;                    North         East    Units  Estimated Accuracy
 ML0597;SPC NE       -   202,320.      547,830.      MT  (+/- 180 meters Scaled)
 ML0597
 ML0597                          SUPERSEDED SURVEY CONTROL
 ML0597
 ML0597  NGVD 29 (??/??/92)  717.512  (m)         2354.04   (f) ADJ UNCH    2 0
 ML0597
 ML0597.Superseded values are not recommended for survey control.
 ML0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0597.See file dsdata.txt to determine how the superseded data were derived.
 ML0597
 ML0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM645114(NAD 83)
 ML0597_MARKER: DD = SURVEY DISK
 ML0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0597_STAMPING: B 14
 ML0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0597+STABILITY: SURFACE MOTION
 ML0597
 ML0597  HISTORY     - Date     Condition        Report By
 ML0597  HISTORY     - UNK      MONUMENTED       BOR
 ML0597  HISTORY     - 1950     GOOD             NGS
 ML0597
 ML0597                          STATION DESCRIPTION
 ML0597
 ML0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0597'4 MI NW FROM SARGENT.
 ML0597'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0597'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 ML0597'2.2 MILES WEST ALONG A GRAVELED ROAD, 0.1 MILE WEST OF A DIRT
 ML0597'ROAD WHICH LEADS NORTH, 186 FEET EAST OF THE EXTENDED CENTER
 ML0597'LINE OF A PRIVATE DRIVEWAY LEADING NORTH, 126 FEET SOUTHEAST
 ML0597'OF A WOODEN WINDMILL, 36 FEET SOUTH OF THE CENTER LINE OF THE
 ML0597'GRAVELED ROAD, 5 FEET SOUTH OF A FENCE, 0.6 FOOT SOUTH OF A
 ML0597'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 ML0597'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0597 ***********************************************************************
 NM0597  DESIGNATION -  B 140
 NM0597  PID         -  NM0597
 NM0597  STATE/COUNTY-  NE/THURSTON
 NM0597  USGS QUAD   -  THURSTON (1966)
 NM0597
 NM0597                         *CURRENT SURVEY CONTROL
 NM0597  ___________________________________________________________________
 NM0597* NAD 83(1986)-  42 07 54.     (N)    096 43 30.     (W)     SCALED    
 NM0597* NAVD 88     -       406.079  (meters)    1332.28   (feet)  ADJUSTED  
 NM0597  ___________________________________________________________________
 NM0597  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 NM0597  DYNAMIC HT  -         405.936 (meters)    1331.81  (feet)  COMP
 NM0597  MODELED GRAV-     980,257.4   (mgal)                       NAVD 88
 NM0597
 NM0597  VERT ORDER  -  SECOND    CLASS 0
 NM0597
 NM0597.The horizontal coordinates were scaled from a topographic map and have
 NM0597.an estimated accuracy of +/- 6 seconds.
 NM0597
 NM0597.The orthometric height was determined by differential leveling
 NM0597.and adjusted by the National Geodetic Survey in June 1991..
 NM0597
 NM0597.The geoid height was determined by GEOID03.
 NM0597
 NM0597.The dynamic height is computed by dividing the NAVD 88
 NM0597.geopotential number by the normal gravity value computed on the
 NM0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0597.degrees latitude (g = 980.6199 gals.).
 NM0597
 NM0597.The modeled gravity was interpolated from observed gravity values.
 NM0597
 NM0597;                    North         East    Units  Estimated Accuracy
 NM0597;SPC NE       -   260,310.      770,640.      MT  (+/- 180 meters Scaled)
 NM0597
 NM0597                          SUPERSEDED SURVEY CONTROL
 NM0597
 NM0597  NGVD 29 (??/??/92)  405.924  (m)         1331.77   (f) ADJ UNCH    2 0
 NM0597
 NM0597.Superseded values are not recommended for survey control.
 NM0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0597.See file dsdata.txt to determine how the superseded data were derived.
 NM0597
 NM0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM880669(NAD 83)
 NM0597_MARKER: DB = BENCH MARK DISK
 NM0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0597_STAMPING: B 140 1935
 NM0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0597+STABILITY: SURFACE MOTION
 NM0597
 NM0597  HISTORY     - Date     Condition        Report By
 NM0597  HISTORY     - 1935     MONUMENTED       CGS
 NM0597  HISTORY     - 1947     GOOD             NGS
 NM0597
 NM0597                          STATION DESCRIPTION
 NM0597
 NM0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM0597'1.7 MI N FROM PENDER.
 NM0597'1.7 MILES NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS, AND
 NM0597'OMAHA RAILROAD FROM THE STATION AT PENDER, 33.7 FEET EAST OF THE
 NM0597'CENTER OF STATE HIGHWAY NO. 9, 24.5 FEET WEST OF THE WEST RAIL,
 NM0597'12.3 FEET NORTH OF MILEPOST 39-35, 1.0 FOOT SOUTH OF A
 NM0597'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST.
 NM0597'RECENT GRADING ALLOWS 2.5 FEET OF THE POST TO PROJECT ABOVE
 NM0597'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1212 ***********************************************************************
 NM1212  DESIGNATION -  B 141
 NM1212  PID         -  NM1212
 NM1212  STATE/COUNTY-  NE/STANTON
 NM1212  USGS QUAD   -  PILGER (1963)
 NM1212
 NM1212                         *CURRENT SURVEY CONTROL
 NM1212  ___________________________________________________________________
 NM1212* NAD 83(1986)-  42 00 25.     (N)    097 03 12.     (W)     SCALED    
 NM1212* NAVD 88     -       429.087  (meters)    1407.76   (feet)  ADJUSTED  
 NM1212  ___________________________________________________________________
 NM1212  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 NM1212  DYNAMIC HT  -         428.933 (meters)    1407.26  (feet)  COMP
 NM1212  MODELED GRAV-     980,251.5   (mgal)                       NAVD 88
 NM1212
 NM1212  VERT ORDER  -  SECOND    CLASS 0
 NM1212
 NM1212.The horizontal coordinates were scaled from a topographic map and have
 NM1212.an estimated accuracy of +/- 6 seconds.
 NM1212
 NM1212.The orthometric height was determined by differential leveling
 NM1212.and adjusted by the National Geodetic Survey in June 1991..
 NM1212
 NM1212.The geoid height was determined by GEOID03.
 NM1212
 NM1212.The dynamic height is computed by dividing the NAVD 88
 NM1212.geopotential number by the normal gravity value computed on the
 NM1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1212.degrees latitude (g = 980.6199 gals.).
 NM1212
 NM1212.The modeled gravity was interpolated from observed gravity values.
 NM1212
 NM1212;                    North         East    Units  Estimated Accuracy
 NM1212;SPC NE       -   245,490.      743,990.      MT  (+/- 180 meters Scaled)
 NM1212
 NM1212                          SUPERSEDED SURVEY CONTROL
 NM1212
 NM1212  NGVD 29 (??/??/92)  428.928  (m)         1407.24   (f) ADJ UNCH    2 0
 NM1212
 NM1212.Superseded values are not recommended for survey control.
 NM1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1212.See file dsdata.txt to determine how the superseded data were derived.
 NM1212
 NM1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM612523(NAD 83)
 NM1212_MARKER: DB = BENCH MARK DISK
 NM1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1212_SP_SET: CONCRETE POST
 NM1212_STAMPING: B 141 1935
 NM1212_MARK LOGO: CGS   
 NM1212_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1212+STABILITY: SURFACE MOTION
 NM1212
 NM1212  HISTORY     - Date     Condition        Report By
 NM1212  HISTORY     - 1935     MONUMENTED       CGS
 NM1212
 NM1212                          STATION DESCRIPTION
 NM1212
 NM1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1212'IN PILGER, ON THE CHICAGO AND NORTH WESTERN RAILWAY, 121 FEET
 NM1212'(36.9 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, 215 FEET
 NM1212'(65.5 M) WEST OF A SECTION HOUSE, AND 49.5 FEET (15.1 M) SOUTH OF THE
 NM1212'SOUTH RAIL OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0598 ***********************************************************************
 ML0598  DESIGNATION -  B 15
 ML0598  PID         -  ML0598
 ML0598  STATE/COUNTY-  NE/CUSTER
 ML0598  USGS QUAD   -  SARGENT WEST (1978)
 ML0598
 ML0598                         *CURRENT SURVEY CONTROL
 ML0598  ___________________________________________________________________
 ML0598* NAD 83(1986)-  41 39 17.     (N)    099 26 33.     (W)     SCALED    
 ML0598* NAVD 88     -       716.150  (meters)    2349.57   (feet)  ADJUSTED  
 ML0598  ___________________________________________________________________
 ML0598  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 ML0598  DYNAMIC HT  -         715.793 (meters)    2348.40  (feet)  COMP
 ML0598  MODELED GRAV-     980,101.1   (mgal)                       NAVD 88
 ML0598
 ML0598  VERT ORDER  -  SECOND    CLASS 0
 ML0598
 ML0598.The horizontal coordinates were scaled from a topographic map and have
 ML0598.an estimated accuracy of +/- 6 seconds.
 ML0598
 ML0598.The orthometric height was determined by differential leveling
 ML0598.and adjusted by the National Geodetic Survey in June 1991..
 ML0598
 ML0598.The geoid height was determined by GEOID03.
 ML0598
 ML0598.The dynamic height is computed by dividing the NAVD 88
 ML0598.geopotential number by the normal gravity value computed on the
 ML0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0598.degrees latitude (g = 980.6199 gals.).
 ML0598
 ML0598.The modeled gravity was interpolated from observed gravity values.
 ML0598
 ML0598;                    North         East    Units  Estimated Accuracy
 ML0598;SPC NE       -   202,370.      546,420.      MT  (+/- 180 meters Scaled)
 ML0598
 ML0598                          SUPERSEDED SURVEY CONTROL
 ML0598
 ML0598  NGVD 29 (??/??/92)  715.892  (m)         2348.72   (f) ADJ UNCH    2 0
 ML0598
 ML0598.Superseded values are not recommended for survey control.
 ML0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0598.See file dsdata.txt to determine how the superseded data were derived.
 ML0598
 ML0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM631115(NAD 83)
 ML0598_MARKER: DD = SURVEY DISK
 ML0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0598_STAMPING: B 15
 ML0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0598+STABILITY: SURFACE MOTION
 ML0598
 ML0598  HISTORY     - Date     Condition        Report By
 ML0598  HISTORY     - UNK      MONUMENTED       BOR
 ML0598  HISTORY     - 1950     GOOD             NGS
 ML0598
 ML0598                          STATION DESCRIPTION
 ML0598
 ML0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0598'4.8 MI NW FROM SARGENT.
 ML0598'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0598'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 ML0598'3.1 MILES WEST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 ML0598'AT THE SOUTH END OF A ROW OF COTTONWOOD TREES, 41 FEET NORTH
 ML0598'OF THE CENTER LINE OF THE GRAVELED ROAD, 37 FEET EAST OF THE
 ML0598'CENTER LINE OF A DIRT ROAD LEADING NORTH, 30 FEET SOUTH OF
 ML0598'A FORKED COTTONWOOD TREE, 1 FOOT SOUTH OF A WITNESS POST, SET
 ML0598'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0653 ***********************************************************************
 LG0653  DESIGNATION -  B 15
 LG0653  PID         -  LG0653
 LG0653  STATE/COUNTY-  NE/CLAY
 LG0653  USGS QUAD   -  SUTTON (1969)
 LG0653
 LG0653                         *CURRENT SURVEY CONTROL
 LG0653  ___________________________________________________________________
 LG0653* NAD 83(1986)-  40 36 27.     (N)    097 51 34.     (W)     SCALED    
 LG0653* NAVD 88     -       512.927  (meters)    1682.83   (feet)  ADJUSTED  
 LG0653  ___________________________________________________________________
 LG0653  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 LG0653  DYNAMIC HT  -         512.645 (meters)    1681.90  (feet)  COMP
 LG0653  MODELED GRAV-     980,058.8   (mgal)                       NAVD 88
 LG0653
 LG0653  VERT ORDER  -  FIRST     CLASS II
 LG0653
 LG0653.The horizontal coordinates were scaled from a topographic map and have
 LG0653.an estimated accuracy of +/- 6 seconds.
 LG0653
 LG0653.The orthometric height was determined by differential leveling
 LG0653.and adjusted by the National Geodetic Survey in June 1991..
 LG0653
 LG0653.The geoid height was determined by GEOID03.
 LG0653
 LG0653.The dynamic height is computed by dividing the NAVD 88
 LG0653.geopotential number by the normal gravity value computed on the
 LG0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0653.degrees latitude (g = 980.6199 gals.).
 LG0653
 LG0653.The modeled gravity was interpolated from observed gravity values.
 LG0653
 LG0653;                    North         East    Units  Estimated Accuracy
 LG0653;SPC NE       -    88,200.      681,100.      MT  (+/- 180 meters Scaled)
 LG0653
 LG0653                          SUPERSEDED SURVEY CONTROL
 LG0653
 LG0653  NGVD 29 (??/??/92)  512.731  (m)         1682.18   (f) ADJ UNCH    1 2
 LG0653
 LG0653.Superseded values are not recommended for survey control.
 LG0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0653.See file dsdata.txt to determine how the superseded data were derived.
 LG0653
 LG0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK964958(NAD 83)
 LG0653_MARKER: DB = BENCH MARK DISK
 LG0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0653_SP_SET: BUILDING
 LG0653_STAMPING: 1682.172 B 15 1933
 LG0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0653
 LG0653  HISTORY     - Date     Condition        Report By
 LG0653  HISTORY     - 1933     MONUMENTED       CGS
 LG0653  HISTORY     - 1934     GOOD             NGS
 LG0653  HISTORY     - 1967     POOR             USGS
 LG0653
 LG0653                          STATION DESCRIPTION
 LG0653
 LG0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LG0653'AT SUTTON.
 LG0653'AT SUTTON, CLAY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0653'RAILROAD, AT THE NORTHWEST CORNER OF THE MAIN STREET CROSSING,
 LG0653'IN THE SOUTH BRICK WALL OF THE CITY STATE BANK BUILDING, 11
 LG0653'FEET WEST OF THE SOUTHEAST CORNER, AND 3 FEET ABOVE THE CONCRETE
 LG0653'WALK.  A STANDARD DISK, STAMPED 1682.172 B 15 1933 AND SET
 LG0653'VERTICALLY.  NOTE-- BRICK WALL COVERED WITH A NEW MATERIAL.
 LG0653
 LG0653                          STATION RECOVERY (1967)
 LG0653
 LG0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0653'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0286 ***********************************************************************
 LJ0286  DESIGNATION -  B 158
 LJ0286  PID         -  LJ0286
 LJ0286  STATE/COUNTY-  NE/CHASE
 LJ0286  USGS QUAD   -  LAMAR (1973)
 LJ0286
 LJ0286                         *CURRENT SURVEY CONTROL
 LJ0286  ___________________________________________________________________
 LJ0286* NAD 83(1986)-  40 34 51.     (N)    101 58 07.     (W)     SCALED    
 LJ0286* NAVD 88     -      1071.067  (meters)    3513.99   (feet)  ADJUSTED  
 LJ0286  ___________________________________________________________________
 LJ0286  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 LJ0286  DYNAMIC HT  -        1070.317 (meters)    3511.53  (feet)  COMP
 LJ0286  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 LJ0286
 LJ0286  VERT ORDER  -  SECOND    CLASS 0
 LJ0286
 LJ0286.The horizontal coordinates were scaled from a topographic map and have
 LJ0286.an estimated accuracy of +/- 6 seconds.
 LJ0286
 LJ0286.The orthometric height was determined by differential leveling
 LJ0286.and adjusted by the National Geodetic Survey in June 1991..
 LJ0286
 LJ0286.The geoid height was determined by GEOID03.
 LJ0286
 LJ0286.The dynamic height is computed by dividing the NAVD 88
 LJ0286.geopotential number by the normal gravity value computed on the
 LJ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0286.degrees latitude (g = 980.6199 gals.).
 LJ0286
 LJ0286.The modeled gravity was interpolated from observed gravity values.
 LJ0286
 LJ0286;                    North         East    Units  Estimated Accuracy
 LJ0286;SPC NE       -    84,890.      333,380.      MT  (+/- 180 meters Scaled)
 LJ0286
 LJ0286                          SUPERSEDED SURVEY CONTROL
 LJ0286
 LJ0286  NGVD 29 (??/??/92) 1070.629  (m)         3512.56   (f) ADJ UNCH    2 0
 LJ0286
 LJ0286.Superseded values are not recommended for survey control.
 LJ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0286.See file dsdata.txt to determine how the superseded data were derived.
 LJ0286
 LJ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK487964(NAD 83)
 LJ0286_MARKER: DB = BENCH MARK DISK
 LJ0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0286_STAMPING: B 158 1934
 LJ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0286+STABILITY: SURFACE MOTION
 LJ0286
 LJ0286  HISTORY     - Date     Condition        Report By
 LJ0286  HISTORY     - 1934     MONUMENTED       CGS
 LJ0286  HISTORY     - 1968     POOR             NGS
 LJ0286
 LJ0286                          STATION DESCRIPTION
 LJ0286
 LJ0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LJ0286'17.8 MI E FROM HOLYOKE.
 LJ0286'IN CHASE COUNTY, NEBRASKA, 17.8 MILES EAST ALONG U.S. HIGHWAY 6
 LJ0286'FROM THE COURTHOUSE AT HOLYOKE, PHILLIPS COUNTY, COLORADO, ON
 LJ0286'THE OUTSIDE OF A CURVE FROM EAST TO SOUTH, 51 FEET SOUTH OF THE
 LJ0286'CENTER LINE OF A T-ROAD LEADING EAST, 33 FEET WEST OF THE CENTER
 LJ0286'LINE OF A T-ROAD LEADING NORTH, AND 15 FEET SOUTH AND 3 FEET
 LJ0286'EAST OF A POWER TRANSMISSION LINE POLE.  A STANDARD DISK,
 LJ0286'STAMPED B 158 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0286'NOTE-- LEANING DUE TO DIRT ERODING FROM AROUND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0208 ***********************************************************************
 LJ0208  DESIGNATION -  B 159
 LJ0208  PID         -  LJ0208
 LJ0208  STATE/COUNTY-  NE/HAYES
 LJ0208  USGS QUAD   -  PALISADE SW (1973)
 LJ0208
 LJ0208                         *CURRENT SURVEY CONTROL
 LJ0208  ___________________________________________________________________
 LJ0208* NAD 83(1986)-  40 22 04.     (N)    101 10 02.     (W)     SCALED    
 LJ0208* NAVD 88     -       855.410  (meters)    2806.46   (feet)  ADJUSTED  
 LJ0208  ___________________________________________________________________
 LJ0208  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 LJ0208  DYNAMIC HT  -         854.837 (meters)    2804.58  (feet)  COMP
 LJ0208  MODELED GRAV-     979,927.1   (mgal)                       NAVD 88
 LJ0208
 LJ0208  VERT ORDER  -  SECOND    CLASS 0
 LJ0208
 LJ0208.The horizontal coordinates were scaled from a topographic map and have
 LJ0208.an estimated accuracy of +/- 6 seconds.
 LJ0208
 LJ0208.The orthometric height was determined by differential leveling
 LJ0208.and adjusted by the National Geodetic Survey in June 1991..
 LJ0208
 LJ0208.The geoid height was determined by GEOID03.
 LJ0208
 LJ0208.The dynamic height is computed by dividing the NAVD 88
 LJ0208.geopotential number by the normal gravity value computed on the
 LJ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0208.degrees latitude (g = 980.6199 gals.).
 LJ0208
 LJ0208.The modeled gravity was interpolated from observed gravity values.
 LJ0208
 LJ0208;                    North         East    Units  Estimated Accuracy
 LJ0208;SPC NE       -    60,010.      400,880.      MT  (+/- 180 meters Scaled)
 LJ0208
 LJ0208                          SUPERSEDED SURVEY CONTROL
 LJ0208
 LJ0208  NGVD 29 (??/??/92)  855.069  (m)         2805.34   (f) ADJ UNCH    2 0
 LJ0208
 LJ0208.Superseded values are not recommended for survey control.
 LJ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0208.See file dsdata.txt to determine how the superseded data were derived.
 LJ0208
 LJ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK159708(NAD 83)
 LJ0208_MARKER: DB = BENCH MARK DISK
 LJ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0208_STAMPING: B 159 1934
 LJ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0208+STABILITY: SURFACE MOTION
 LJ0208
 LJ0208  HISTORY     - Date     Condition        Report By
 LJ0208  HISTORY     - 1934     MONUMENTED       CGS
 LJ0208  HISTORY     - 1941     GOOD             NGS
 LJ0208
 LJ0208                          STATION DESCRIPTION
 LJ0208
 LJ0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0208'3.5 MI W FROM PALISADE.
 LJ0208'3.5 MILES WEST OF RAILROAD STATION AT PALISADE ON U.S. HIGHWAY
 LJ0208'6 ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD.  IN NORTH
 LJ0208'HEAD WALL OF CULVERT ON HIGHWAY.  45 FEET SOUTH OF CENTERLINE
 LJ0208'OF TRACKS, AND 4 FEET BELOW TRACKS.
 LJ0208
 LJ0208                          STATION RECOVERY (1941)
 LJ0208
 LJ0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LJ0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0209 ***********************************************************************
 LJ0209  DESIGNATION -  B 159 RESET
 LJ0209  PID         -  LJ0209
 LJ0209  STATE/COUNTY-  NE/HAYES
 LJ0209  USGS QUAD   -  PALISADE SW (1973)
 LJ0209
 LJ0209                         *CURRENT SURVEY CONTROL
 LJ0209  ___________________________________________________________________
 LJ0209* NAD 83(1986)-  40 22 03.     (N)    101 10 01.     (W)     SCALED    
 LJ0209* NAVD 88     -       856.18   (meters)    2809.0    (feet)  RESET     
 LJ0209  ___________________________________________________________________
 LJ0209  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 LJ0209
 LJ0209  VERT ORDER  -  THIRD
 LJ0209
 LJ0209.The horizontal coordinates were scaled from a topographic map and have
 LJ0209.an estimated accuracy of +/- 6 seconds.
 LJ0209
 LJ0209.The orthometric height was computed from unverified reset data.
 LJ0209
 LJ0209.The geoid height was determined by GEOID03.
 LJ0209
 LJ0209;                    North         East    Units  Estimated Accuracy
 LJ0209;SPC NE       -    59,980.      400,900.      MT  (+/- 180 meters Scaled)
 LJ0209
 LJ0209                          SUPERSEDED SURVEY CONTROL
 LJ0209
 LJ0209.No superseded survey control is available for this station.
 LJ0209
 LJ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK160708(NAD 83)
 LJ0209_MARKER: DB = BENCH MARK DISK
 LJ0209_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LJ0209+WITH SETTING: INTO GROUND
 LJ0209_STAMPING: B 159 RESET 1973
 LJ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0209+STABILITY: SURFACE MOTION
 LJ0209
 LJ0209  HISTORY     - Date     Condition        Report By
 LJ0209  HISTORY     - 1973     MONUMENTED       NGS
 LJ0209  HISTORY     - 1973     GOOD             NGS
 LJ0209
 LJ0209                          STATION DESCRIPTION
 LJ0209
 LJ0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LJ0209'3.5 MI W FROM PALISADE.
 LJ0209'TO REACH THE BENCH MARK FROM THE VILLAGE OF PALISADE, GO WEST
 LJ0209'ON U.S. HIGHWAY 6 FOR 3.5 MILES TO THE BENCH MARK ON THE RIGHT.
 LJ0209'THE BENCH MARK IS A STANDARD DISK STAMPED B 159 RESET 1973,
 LJ0209'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A
 LJ0209'10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 LJ0209'PIPE AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LJ0209'20.5 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK AND 10
 LJ0209'INCHES EAST OF A METAL WITNESS POST.  THIS MARK WAS SET ABOUT
 LJ0209'100 FEET NORTHWEST OF THE ORIGINAL BENCH MARK.
 LJ0209
 LJ0209                          STATION RECOVERY (1973)
 LJ0209
 LJ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LJ0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0545 ***********************************************************************
 LH0545  DESIGNATION -  B 16
 LH0545  PID         -  LH0545
 LH0545  STATE/COUNTY-  NE/BUFFALO
 LH0545  USGS QUAD   -  MILLER (1962)
 LH0545
 LH0545                         *CURRENT SURVEY CONTROL
 LH0545  ___________________________________________________________________
 LH0545* NAD 83(1986)-  40 53 10.     (N)    099 24 06.     (W)     SCALED    
 LH0545* NAVD 88     -       722.050  (meters)    2368.93   (feet)  ADJUSTED  
 LH0545  ___________________________________________________________________
 LH0545  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 LH0545  DYNAMIC HT  -         721.640 (meters)    2367.58  (feet)  COMP
 LH0545  MODELED GRAV-     980,032.1   (mgal)                       NAVD 88
 LH0545
 LH0545  VERT ORDER  -  FIRST     CLASS II
 LH0545
 LH0545.The horizontal coordinates were scaled from a topographic map and have
 LH0545.an estimated accuracy of +/- 6 seconds.
 LH0545
 LH0545.The orthometric height was determined by differential leveling
 LH0545.and adjusted by the National Geodetic Survey in June 1991..
 LH0545
 LH0545.The geoid height was determined by GEOID03.
 LH0545
 LH0545.The dynamic height is computed by dividing the NAVD 88
 LH0545.geopotential number by the normal gravity value computed on the
 LH0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0545.degrees latitude (g = 980.6199 gals.).
 LH0545
 LH0545.The modeled gravity was interpolated from observed gravity values.
 LH0545
 LH0545;                    North         East    Units  Estimated Accuracy
 LH0545;SPC NE       -   117,060.      550,410.      MT  (+/- 180 meters Scaled)
 LH0545
 LH0545                          SUPERSEDED SURVEY CONTROL
 LH0545
 LH0545  NGVD 29 (??/??/92)  721.789  (m)         2368.07   (f) ADJ UNCH    1 2
 LH0545
 LH0545.Superseded values are not recommended for survey control.
 LH0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0545.See file dsdata.txt to determine how the superseded data were derived.
 LH0545
 LH0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML661261(NAD 83)
 LH0545_MARKER: DB = BENCH MARK DISK
 LH0545_SETTING: 0 = UNSPECIFIED SETTING
 LH0545_STAMPING: B 16 1933
 LH0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0545
 LH0545  HISTORY     - Date     Condition        Report By
 LH0545  HISTORY     - 1933     MONUMENTED       CGS
 LH0545  HISTORY     - 1967     GOOD             NGS
 LH0545
 LH0545                          STATION DESCRIPTION
 LH0545
 LH0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LH0545'3.6 MI SW FROM MILLER.
 LH0545'TO REACH FROM THE RAILROAD CROSSING AT MILLER, GO SOUTH ON
 LH0545'U.S. HIGHWAY 183 FOR 2.0 MILES TO A SIDE ROAD RIGHT.  TURN
 LH0545'RIGHT AND GO WEST AND SOUTH ON OLD U.S. HIGHWAY 183 FOR 1.55
 LH0545'MILES TO THE MARK ON THE RIGHT.  THE OLD FARMHOUSE AND BUILDINGS
 LH0545'MENTIONED IN THE ORIGINAL DESCRIPTION NO LONGER REMAINS.  THE
 LH0545'MARK IS 40 FEET WEST OF THE CENTER OF OLD HIGHWAY, 7 FEET
 LH0545'EAST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, AND
 LH0545'ABOUT 200 YARDS SOUTH OF A CROSSROAD AND A WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0244 ***********************************************************************
 MM0244  DESIGNATION -  B 160 RESET
 MM0244  PID         -  MM0244
 MM0244  STATE/COUNTY-  NE/KEITH
 MM0244  USGS QUAD   -  OGALLALA SW (1971)
 MM0244
 MM0244                         *CURRENT SURVEY CONTROL
 MM0244  ___________________________________________________________________
 MM0244* NAD 83(1986)-  41 04 09.     (N)    101 43 14.     (W)     SCALED    
 MM0244* NAVD 88     -      1043.84   (meters)    3424.7    (feet)  RESET     
 MM0244  ___________________________________________________________________
 MM0244  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 MM0244
 MM0244  VERT ORDER  -  THIRD
 MM0244
 MM0244.The horizontal coordinates were scaled from a topographic map and have
 MM0244.an estimated accuracy of +/- 6 seconds.
 MM0244
 MM0244.The orthometric height was computed from unverified reset data.
 MM0244
 MM0244.The geoid height was determined by GEOID03.
 MM0244
 MM0244;                    North         East    Units  Estimated Accuracy
 MM0244;SPC NE       -   138,650.      355,450.      MT  (+/- 180 meters Scaled)
 MM0244
 MM0244                          SUPERSEDED SURVEY CONTROL
 MM0244
 MM0244.No superseded survey control is available for this station.
 MM0244
 MM0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL714500(NAD 83)
 MM0244_MARKER: DB = BENCH MARK DISK
 MM0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0244_STAMPING: B 160 RESET 1972
 MM0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0244+STABILITY: SURFACE MOTION
 MM0244
 MM0244  HISTORY     - Date     Condition        Report By
 MM0244  HISTORY     - 1972     MONUMENTED       NGS
 MM0244  HISTORY     - 1986     GOOD             USPSQD
 MM0244
 MM0244                          STATION DESCRIPTION
 MM0244
 MM0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MM0244'3.9 MI S FROM OGALLALA.
 MM0244'TO REACH THE BENCH MARK FROM THE JUNCTION OF STATE HIGHWAY 61
 MM0244'AND INTERSTATE HIGHWAY 80 AT THE SOUTH SIDE OF OGALLALA, GO SOUTH
 MM0244'ON HIGHWAY 61 FOR 3.3 MILES TO THE BENCH MARK ON THE LEFT, 93
 MM0244'FEET EAST OF THE CENTER OF HIGHWAY 61, 3 FEET NORTH OF A POWER
 MM0244'POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE BENCH MARK
 MM0244'IS A STANDARD DISK STAMPED B 160 RESET 1972, SET IN THE TOP OF
 MM0244'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 MM0244'ABOVE THE GROUND SURFACE.
 MM0244
 MM0244                          STATION RECOVERY (1986)
 MM0244
 MM0244'RECOVERY NOTE BY US POWER SQUADRON 1986 (DR)
 MM0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0241 ***********************************************************************
 LJ0241  DESIGNATION -  B 162
 LJ0241  PID         -  LJ0241
 LJ0241  STATE/COUNTY-  NE/DUNDY
 LJ0241  USGS QUAD   -  OUGH (1973)
 LJ0241
 LJ0241                         *CURRENT SURVEY CONTROL
 LJ0241  ___________________________________________________________________
 LJ0241* NAD 83(1986)-  40 18 25.     (N)    101 30 45.     (W)     SCALED    
 LJ0241* NAVD 88     -      1008.727  (meters)    3309.47   (feet)  ADJUSTED  
 LJ0241  ___________________________________________________________________
 LJ0241  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 LJ0241  DYNAMIC HT  -        1008.012 (meters)    3307.12  (feet)  COMP
 LJ0241  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 LJ0241
 LJ0241  VERT ORDER  -  SECOND    CLASS 0
 LJ0241
 LJ0241.The horizontal coordinates were scaled from a topographic map and have
 LJ0241.an estimated accuracy of +/- 6 seconds.
 LJ0241
 LJ0241.The orthometric height was determined by differential leveling
 LJ0241.and adjusted by the National Geodetic Survey in June 1991..
 LJ0241
 LJ0241.The geoid height was determined by GEOID03.
 LJ0241
 LJ0241.The dynamic height is computed by dividing the NAVD 88
 LJ0241.geopotential number by the normal gravity value computed on the
 LJ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0241.degrees latitude (g = 980.6199 gals.).
 LJ0241
 LJ0241.The modeled gravity was interpolated from observed gravity values.
 LJ0241
 LJ0241;                    North         East    Units  Estimated Accuracy
 LJ0241;SPC NE       -    53,710.      371,450.      MT  (+/- 180 meters Scaled)
 LJ0241
 LJ0241                          SUPERSEDED SURVEY CONTROL
 LJ0241
 LJ0241  NGVD 29 (??/??/92) 1008.345  (m)         3308.21   (f) ADJ UNCH    2 0
 LJ0241
 LJ0241.Superseded values are not recommended for survey control.
 LJ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0241.See file dsdata.txt to determine how the superseded data were derived.
 LJ0241
 LJ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK864648(NAD 83)
 LJ0241_MARKER: DB = BENCH MARK DISK
 LJ0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0241_STAMPING: B 162 1934
 LJ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0241+STABILITY: SURFACE MOTION
 LJ0241
 LJ0241  HISTORY     - Date     Condition        Report By
 LJ0241  HISTORY     - 1934     MONUMENTED       CGS
 LJ0241  HISTORY     - 1941     GOOD             NGS
 LJ0241  HISTORY     - 1973     MARK NOT FOUND   USGS
 LJ0241
 LJ0241                          STATION DESCRIPTION
 LJ0241
 LJ0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0241'11.1 MI S FROM ENDERS.
 LJ0241'IN DUNDY COUNTY, 11.1 MILES SOUTH ALONG OLD STATE HIGHWAY 61 FROM
 LJ0241'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT ENDERS,
 LJ0241'CHASE COUNTY, ABOUT 1/2 MILE SOUTH OF A FARMHOUSE, 18 FEET
 LJ0241'SOUTH OF THE CENTERLINE OF A CROSS ROAD, AND 39 FEET EAST
 LJ0241'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LJ0241'B 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0241
 LJ0241                          STATION RECOVERY (1973)
 LJ0241
 LJ0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LJ0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0188 ***********************************************************************
 LJ0188  DESIGNATION -  B 163 RESET
 LJ0188  PID         -  LJ0188
 LJ0188  STATE/COUNTY-  NE/PERKINS
 LJ0188  USGS QUAD   -  GRAINTON (1973)
 LJ0188
 LJ0188                         *CURRENT SURVEY CONTROL
 LJ0188  ___________________________________________________________________
 LJ0188* NAD 83(1986)-  40 46 54.     (N)    101 17 03.     (W)     SCALED    
 LJ0188* NAVD 88     -       973.53   (meters)    3194.0    (feet)  RESET     
 LJ0188  ___________________________________________________________________
 LJ0188  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 LJ0188
 LJ0188  VERT ORDER  -  THIRD
 LJ0188
 LJ0188.The horizontal coordinates were scaled from a topographic map and have
 LJ0188.an estimated accuracy of +/- 6 seconds.
 LJ0188
 LJ0188.The orthometric height was computed from unverified reset data.
 LJ0188
 LJ0188.The geoid height was determined by GEOID03.
 LJ0188
 LJ0188;                    North         East    Units  Estimated Accuracy
 LJ0188;SPC NE       -   106,100.      391,630.      MT  (+/- 180 meters Scaled)
 LJ0188
 LJ0188                          SUPERSEDED SURVEY CONTROL
 LJ0188
 LJ0188  NGVD 29 (??/??/??)  973.13   (m)         3192.7    (f) RESET       3  
 LJ0188
 LJ0188.Superseded values are not recommended for survey control.
 LJ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0188.See file dsdata.txt to determine how the superseded data were derived.
 LJ0188
 LJ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL072170(NAD 83)
 LJ0188_MARKER: DB = BENCH MARK DISK
 LJ0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0188_SP_SET: BRIDGE
 LJ0188_STAMPING: B 163 RESET 1940
 LJ0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0188
 LJ0188  HISTORY     - Date     Condition        Report By
 LJ0188  HISTORY     - 1940     MONUMENTED       NEDR
 LJ0188
 LJ0188                          STATION DESCRIPTION
 LJ0188
 LJ0188'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1940
 LJ0188'2.9 MI S FROM GRAINTON.
 LJ0188'2.9 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE CHICAGO, BURLINGTON
 LJ0188'AND QUINCY RAILROAD STATION AT GRAINTON, ABOUT 0.8 MILE SOUTH OF
 LJ0188'A FARMHOUSE, AT A CONCRETE BRIDGE, AND IN THE TOP OF THE NORTHWEST
 LJ0188'CONCRETE WINGWALL.  31 FEET WEST AND 93 FEET SOUTH OF THE
 LJ0188'ORIGINAL BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0810 ***********************************************************************
 LH0810  DESIGNATION -  B 164
 LH0810  PID         -  LH0810
 LH0810  STATE/COUNTY-  NE/GOSPER
 LH0810  USGS QUAD   -  ELWOOD (1983)
 LH0810
 LH0810                         *CURRENT SURVEY CONTROL
 LH0810  ___________________________________________________________________
 LH0810* NAD 83(1986)-  40 34 58.     (N)    099 46 12.     (W)     SCALED    
 LH0810* NAVD 88     -       786.382  (meters)    2579.99   (feet)  ADJUSTED  
 LH0810  ___________________________________________________________________
 LH0810  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 LH0810  DYNAMIC HT  -         785.885 (meters)    2578.36  (feet)  COMP
 LH0810  MODELED GRAV-     979,966.4   (mgal)                       NAVD 88
 LH0810
 LH0810  VERT ORDER  -  SECOND    CLASS 0
 LH0810
 LH0810.The horizontal coordinates were scaled from a topographic map and have
 LH0810.an estimated accuracy of +/- 6 seconds.
 LH0810
 LH0810.The orthometric height was determined by differential leveling
 LH0810.and adjusted by the National Geodetic Survey in June 1991..
 LH0810
 LH0810.The geoid height was determined by GEOID03.
 LH0810
 LH0810.The dynamic height is computed by dividing the NAVD 88
 LH0810.geopotential number by the normal gravity value computed on the
 LH0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0810.degrees latitude (g = 980.6199 gals.).
 LH0810
 LH0810.The modeled gravity was interpolated from observed gravity values.
 LH0810
 LH0810;                    North         East    Units  Estimated Accuracy
 LH0810;SPC NE       -    83,240.      519,470.      MT  (+/- 180 meters Scaled)
 LH0810
 LH0810                          SUPERSEDED SURVEY CONTROL
 LH0810
 LH0810  NGVD 29 (??/??/92)  786.072  (m)         2578.97   (f) ADJ UNCH    2 0
 LH0810
 LH0810.Superseded values are not recommended for survey control.
 LH0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0810.See file dsdata.txt to determine how the superseded data were derived.
 LH0810
 LH0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK348927(NAD 83)
 LH0810_MARKER: DB = BENCH MARK DISK
 LH0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0810_STAMPING: B 164 1934
 LH0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0810+STABILITY: SURFACE MOTION
 LH0810
 LH0810  HISTORY     - Date     Condition        Report By
 LH0810  HISTORY     - 1934     MONUMENTED       CGS
 LH0810
 LH0810                          STATION DESCRIPTION
 LH0810
 LH0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0810'1.5 MI W FROM SMITHFIELD.
 LH0810'1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0810'FROM THE STATION AT SMITHFIELD, GOSPER COUNTY, 6 RAILS EAST
 LH0810'OF A ROAD CROSSING, 36 FEET NORTH OF THE CENTERLINE OF THE
 LH0810'TRACK, AND 30 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 23.
 LH0810'A STANDARD DISK, STAMPED B 164 1934 AND SET IN THE TOP OF A
 LH0810'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0127 ***********************************************************************
 LJ0127  DESIGNATION -  B 165
 LJ0127  PID         -  LJ0127
 LJ0127  STATE/COUNTY-  NE/LINCOLN
 LJ0127  USGS QUAD   -  CURTIS NW (1981)
 LJ0127
 LJ0127                         *CURRENT SURVEY CONTROL
 LJ0127  ___________________________________________________________________
 LJ0127* NAD 83(1986)-  40 44 13.     (N)    100 41 32.     (W)     SCALED    
 LJ0127* NAVD 88     -       836.761  (meters)    2745.27   (feet)  ADJUSTED  
 LJ0127  ___________________________________________________________________
 LJ0127  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 LJ0127  DYNAMIC HT  -         836.234 (meters)    2743.54  (feet)  COMP
 LJ0127  MODELED GRAV-     979,965.8   (mgal)                       NAVD 88
 LJ0127
 LJ0127  VERT ORDER  -  SECOND    CLASS 0
 LJ0127
 LJ0127.The horizontal coordinates were scaled from a topographic map and have
 LJ0127.an estimated accuracy of +/- 6 seconds.
 LJ0127
 LJ0127.The orthometric height was determined by differential leveling
 LJ0127.and adjusted by the National Geodetic Survey in June 1991..
 LJ0127
 LJ0127.The geoid height was determined by GEOID03.
 LJ0127
 LJ0127.The dynamic height is computed by dividing the NAVD 88
 LJ0127.geopotential number by the normal gravity value computed on the
 LJ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0127.degrees latitude (g = 980.6199 gals.).
 LJ0127
 LJ0127.The modeled gravity was interpolated from observed gravity values.
 LJ0127
 LJ0127;                    North         East    Units  Estimated Accuracy
 LJ0127;SPC NE       -   100,560.      441,540.      MT  (+/- 180 meters Scaled)
 LJ0127
 LJ0127                          SUPERSEDED SURVEY CONTROL
 LJ0127
 LJ0127  NGVD 29 (??/??/92)  836.396  (m)         2744.08   (f) ADJ UNCH    2 0
 LJ0127
 LJ0127.Superseded values are not recommended for survey control.
 LJ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0127.See file dsdata.txt to determine how the superseded data were derived.
 LJ0127
 LJ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL571109(NAD 83)
 LJ0127_MARKER: DB = BENCH MARK DISK
 LJ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0127_STAMPING: B 165 1934
 LJ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0127+STABILITY: SURFACE MOTION
 LJ0127
 LJ0127  HISTORY     - Date     Condition        Report By
 LJ0127  HISTORY     - 1934     MONUMENTED       CGS
 LJ0127  HISTORY     - 1939     GOOD             NGS
 LJ0127  HISTORY     - 1981     GOOD
 LJ0127
 LJ0127                          STATION DESCRIPTION
 LJ0127
 LJ0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LJ0127'2.4 MI E FROM WELLFLEET.
 LJ0127'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0127'FROM THE STATION AT WELLFLEET, LINCOLN COUNTY, 5 POLES EAST OF
 LJ0127'MILEPOST 86, AT A ROAD CROSSING, 65 FEET WEST OF THE CENTERLINE
 LJ0127'OF THE ROAD, 55 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 LJ0127'ABOUT 2 FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK,
 LJ0127'STAMPED B 165 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0127
 LJ0127                          STATION RECOVERY (1981)
 LJ0127
 LJ0127'RECOVERED 1981
 LJ0127'SHOULD BE 60' W OF CENTERLINE LANE OF RD 35' S OF CENTERLANE OF RR
 LJ0127'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0701 ***********************************************************************
 LH0701  DESIGNATION -  B 166
 LH0701  PID         -  LH0701
 LH0701  STATE/COUNTY-  NE/PHELPS
 LH0701  USGS QUAD   -  HOLDREGE WEST (1970)
 LH0701
 LH0701                         *CURRENT SURVEY CONTROL
 LH0701  ___________________________________________________________________
 LH0701* NAD 83(1986)-  40 23 57.     (N)    099 26 00.     (W)     SCALED    
 LH0701* NAVD 88     -       717.427  (meters)    2353.76   (feet)  ADJUSTED  
 LH0701  ___________________________________________________________________
 LH0701  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 LH0701  DYNAMIC HT  -         716.983 (meters)    2352.30  (feet)  COMP
 LH0701  MODELED GRAV-     979,983.6   (mgal)                       NAVD 88
 LH0701
 LH0701  VERT ORDER  -  SECOND    CLASS 0
 LH0701
 LH0701.The horizontal coordinates were scaled from a topographic map and have
 LH0701.an estimated accuracy of +/- 6 seconds.
 LH0701
 LH0701.The orthometric height was determined by differential leveling
 LH0701.and adjusted by the National Geodetic Survey in June 1991..
 LH0701
 LH0701.The geoid height was determined by GEOID03.
 LH0701
 LH0701.The dynamic height is computed by dividing the NAVD 88
 LH0701.geopotential number by the normal gravity value computed on the
 LH0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0701.degrees latitude (g = 980.6199 gals.).
 LH0701
 LH0701.The modeled gravity was interpolated from observed gravity values.
 LH0701
 LH0701;                    North         East    Units  Estimated Accuracy
 LH0701;SPC NE       -    62,980.      548,100.      MT  (+/- 180 meters Scaled)
 LH0701
 LH0701                          SUPERSEDED SURVEY CONTROL
 LH0701
 LH0701  NGVD 29 (??/??/92)  717.148  (m)         2352.84   (f) ADJ UNCH    2 0
 LH0701
 LH0701.Superseded values are not recommended for survey control.
 LH0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0701.See file dsdata.txt to determine how the superseded data were derived.
 LH0701
 LH0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK632721(NAD 83)
 LH0701_MARKER: DB = BENCH MARK DISK
 LH0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0701_STAMPING: B 166 1934
 LH0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0701+STABILITY: SURFACE MOTION
 LH0701
 LH0701  HISTORY     - Date     Condition        Report By
 LH0701  HISTORY     - 1934     MONUMENTED       CGS
 LH0701  HISTORY     - 1938     GOOD             USGS
 LH0701
 LH0701                          STATION DESCRIPTION
 LH0701
 LH0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0701'2.8 MI NE FROM ATLANTA.
 LH0701'2.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0701'RAILROAD FROM THE STATION AT ATLANTA, PHELPS COUNTY, 3 POLES
 LH0701'NORTH OF A ROAD CROSSING, 60 FEET WEST OF THE CENTER LINE OF THE
 LH0701'TRACK, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 5 FEET
 LH0701'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 166 1934 AND
 LH0701'SET IN THE TOP OF A CONCRETE POST.
 LH0701
 LH0701                          STATION RECOVERY (1938)
 LH0701
 LH0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 LH0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0344 ***********************************************************************
 LH0344  DESIGNATION -  B 169 RESET
 LH0344  PID         -  LH0344
 LH0344  STATE/COUNTY-  NE/FRANKLIN
 LH0344  USGS QUAD   -  FRANKLIN (1974)
 LH0344
 LH0344                         *CURRENT SURVEY CONTROL
 LH0344  ___________________________________________________________________
 LH0344* NAD 83(1986)-  40 06 11.     (N)    098 57 06.     (W)     SCALED    
 LH0344* NAVD 88     -       576.70   (meters)    1892.1    (feet)  RESET     
 LH0344  ___________________________________________________________________
 LH0344  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 LH0344
 LH0344  VERT ORDER  -  THIRD
 LH0344
 LH0344.The horizontal coordinates were scaled from a topographic map and have
 LH0344.an estimated accuracy of +/- 6 seconds.
 LH0344
 LH0344.The orthometric height was computed from unverified reset data.
 LH0344
 LH0344.The geoid height was determined by GEOID03.
 LH0344
 LH0344;                    North         East    Units  Estimated Accuracy
 LH0344;SPC NE       -    30,490.      589,380.      MT  (+/- 180 meters Scaled)
 LH0344
 LH0344                          SUPERSEDED SURVEY CONTROL
 LH0344
 LH0344  NGVD 29 (??/??/??)  576.45   (m)         1891.2    (f) RESET       3  
 LH0344
 LH0344.Superseded values are not recommended for survey control.
 LH0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0344.See file dsdata.txt to determine how the superseded data were derived.
 LH0344
 LH0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK041391(NAD 83)
 LH0344_MARKER: DB = BENCH MARK DISK
 LH0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0344_STAMPING: B 169 RESET 1947
 LH0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0344+STABILITY: SURFACE MOTION
 LH0344
 LH0344  HISTORY     - Date     Condition        Report By
 LH0344  HISTORY     - 1947     MONUMENTED       NEDR
 LH0344  HISTORY     - 1973     MARK NOT FOUND   USGS
 LH0344
 LH0344                          STATION DESCRIPTION
 LH0344
 LH0344'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1947
 LH0344'AT FRANKLIN.
 LH0344'AT FRANKLIN, FRANKLIN COUNTY, ON STATE HIGHWAY 10, 375 FEET
 LH0344'NORTH OF THE END OF THE PAVEMENT IN 1947, 155.8 FEET SOUTH OF
 LH0344'THE INTERSECTION OF A COUNTY ROAD, 42.4 FEET WEST OF THE CENTER
 LH0344'LINE OF THE HIGHWAY, AND NEAR A SECTION CORNER.  A STANDARD
 LH0344'DISK, STAMPED B 169 RESET 1947 AND SET IN THE TOP OF A CONCRETE
 LH0344'POST.
 LH0344
 LH0344                          STATION RECOVERY (1973)
 LH0344
 LH0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LH0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0554 ***********************************************************************
 ML0554  DESIGNATION -  B 17
 ML0554  PID         -  ML0554
 ML0554  STATE/COUNTY-  NE/CUSTER
 ML0554  USGS QUAD   -  SARGENT SW (1978)
 ML0554
 ML0554                         *CURRENT SURVEY CONTROL
 ML0554  ___________________________________________________________________
 ML0554* NAD 83(1986)-  41 30 19.     (N)    099 23 11.     (W)     SCALED    
 ML0554* NAVD 88     -       776.400  (meters)    2547.24   (feet)  ADJUSTED  
 ML0554  ___________________________________________________________________
 ML0554  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 ML0554  DYNAMIC HT  -         775.999 (meters)    2545.92  (feet)  COMP
 ML0554  MODELED GRAV-     980,081.4   (mgal)                       NAVD 88
 ML0554
 ML0554  VERT ORDER  -  FIRST     CLASS II
 ML0554
 ML0554.The horizontal coordinates were scaled from a topographic map and have
 ML0554.an estimated accuracy of +/- 6 seconds.
 ML0554
 ML0554.The orthometric height was determined by differential leveling
 ML0554.and adjusted by the National Geodetic Survey in June 1991..
 ML0554
 ML0554.The geoid height was determined by GEOID03.
 ML0554
 ML0554.The dynamic height is computed by dividing the NAVD 88
 ML0554.geopotential number by the normal gravity value computed on the
 ML0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0554.degrees latitude (g = 980.6199 gals.).
 ML0554
 ML0554.The modeled gravity was interpolated from observed gravity values.
 ML0554
 ML0554;                    North         East    Units  Estimated Accuracy
 ML0554;SPC NE       -   185,810.      551,210.      MT  (+/- 180 meters Scaled)
 ML0554
 ML0554                          SUPERSEDED SURVEY CONTROL
 ML0554
 ML0554  NGVD 29 (??/??/92)  776.145  (m)         2546.40   (f) ADJ UNCH    1 2
 ML0554
 ML0554.Superseded values are not recommended for survey control.
 ML0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0554.See file dsdata.txt to determine how the superseded data were derived.
 ML0554
 ML0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML677949(NAD 83)
 ML0554_MARKER: DB = BENCH MARK DISK
 ML0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0554+STABILITY: SURFACE MOTION
 ML0554
 ML0554  HISTORY     - Date     Condition        Report By
 ML0554  HISTORY     - UNK      MONUMENTED       CGS
 ML0554  HISTORY     - 1933     GOOD             NGS
 ML0554  HISTORY     - 1934     GOOD             NGS
 ML0554
 ML0554                          STATION DESCRIPTION
 ML0554
 ML0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0554'9.8 MI S FROM SARGENT.
 ML0554'9.8 MILES SOUTH.  MARK IS LOCATED ON TOP OF A HIGH HILL ABOUT
 ML0554'ONE-FOURTH OF A MILE NORTHEAST OF A PLASTERED HOUSE OWNED BY JOHN
 ML0554'FOLDER.  IT IS 38 FT. WEST OF CENTER OF HWY. 133, 100 FT. SOUTH OF
 ML0554'SOUTH END OF GUARD RAIL ON WEST SIDE OF THE HWY., 45 FT. NORTH OF
 ML0554'AN EAST AND WEST FENCE, 78 FT. NORTHEAST, OF A FENCE CORNER.  IT
 ML0554'IS 0.7 MILE NORTH OF DRY VALLEY SCHOOL.  THE MARK ALSO, IS 73
 ML0554'FEET NORTHWEST OF THE SOUTH END OF THE GUARD RAIL ON THE EAST SIDE
 ML0554'OF THE HIGHWAY.
 ML0554
 ML0554                          STATION RECOVERY (1934)
 ML0554
 ML0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ML0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0555 ***********************************************************************
 ML0555  DESIGNATION -  B 17 RESET
 ML0555  PID         -  ML0555
 ML0555  STATE/COUNTY-  NE/CUSTER
 ML0555  USGS QUAD   -  SARGENT SW (1978)
 ML0555
 ML0555                         *CURRENT SURVEY CONTROL
 ML0555  ___________________________________________________________________
 ML0555* NAD 83(1986)-  41 30 19.     (N)    099 23 11.     (W)     SCALED    
 ML0555* NAVD 88     -       774.90   (meters)    2542.3    (feet)  RESET     
 ML0555  ___________________________________________________________________
 ML0555  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 ML0555
 ML0555  VERT ORDER  -  THIRD
 ML0555
 ML0555.The horizontal coordinates were scaled from a topographic map and have
 ML0555.an estimated accuracy of +/- 6 seconds.
 ML0555
 ML0555.The orthometric height was computed from unverified reset data.
 ML0555
 ML0555.The geoid height was determined by GEOID03.
 ML0555
 ML0555;                    North         East    Units  Estimated Accuracy
 ML0555;SPC NE       -   185,810.      551,210.      MT  (+/- 180 meters Scaled)
 ML0555
 ML0555                          SUPERSEDED SURVEY CONTROL
 ML0555
 ML0555  NGVD 29 (??/??/??)  774.64   (m)         2541.5    (f) RESET       3  
 ML0555
 ML0555.Superseded values are not recommended for survey control.
 ML0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0555.See file dsdata.txt to determine how the superseded data were derived.
 ML0555
 ML0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML677949(NAD 83)
 ML0555_MARKER: DB = BENCH MARK DISK
 ML0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0555_STAMPING: B 17 RESET 1960
 ML0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0555+STABILITY: SURFACE MOTION
 ML0555
 ML0555  HISTORY     - Date     Condition        Report By
 ML0555  HISTORY     - 1960     MONUMENTED       NEDR
 ML0555
 ML0555                          STATION DESCRIPTION
 ML0555
 ML0555'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 ML0555'10 MI S FROM SARGENT.
 ML0555'THIS MARK IS LOCATED ABOUT 10 MILES SOUTH ALONG U.S. HIGHWAY 183
 ML0555'FROM SARGENT, ABOUT 0.7 MILE NORTH OF DRY VALLEY SCHOOL AT THE TOP
 ML0555'OF A HILL, 2.5 FEET SOUTH OF A RIGHT-OF-WAY MARKER, 3 FEET SOUTH
 ML0555'OF A CORNER FENCE POST, 20 FEET EAST OF A TELEPHONE POLE AND 96
 ML0555'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  SET IN THE TOP OF A
 ML0555'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0307 ***********************************************************************
 LH0307  DESIGNATION -  B 170 RESET
 LH0307  PID         -  LH0307
 LH0307  STATE/COUNTY-  NE/WEBSTER
 LH0307  USGS QUAD   -  LAWRENCE (1969)
 LH0307
 LH0307                         *CURRENT SURVEY CONTROL
 LH0307  ___________________________________________________________________
 LH0307* NAD 83(1986)-  40 17 14.     (N)    098 19 56.     (W)     SCALED    
 LH0307* NAVD 88     -       591.33   (+/-2cm)    1940.1    (feet)  VERTCON   
 LH0307  ___________________________________________________________________
 LH0307  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 LH0307
 LH0307  VERT ORDER  -  THIRD (See Below)
 LH0307
 LH0307.The horizontal coordinates were scaled from a topographic map and have
 LH0307.an estimated accuracy of +/- 6 seconds.
 LH0307
 LH0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0307.The vertical order pertains to the NGVD 29 superseded value.
 LH0307
 LH0307.The geoid height was determined by GEOID03.
 LH0307
 LH0307;                    North         East    Units  Estimated Accuracy
 LH0307;SPC NE       -    51,760.      641,790.      MT  (+/- 180 meters Scaled)
 LH0307
 LH0307                          SUPERSEDED SURVEY CONTROL
 LH0307
 LH0307  NGVD 29 (??/??/??)  591.10   (m)         1939.3    (f) RESET       3  
 LH0307
 LH0307.Superseded values are not recommended for survey control.
 LH0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0307.See file dsdata.txt to determine how the superseded data were derived.
 LH0307
 LH0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK567598(NAD 83)
 LH0307_MARKER: DB = BENCH MARK DISK
 LH0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0307_STAMPING: B 170 1934 RESET 1947
 LH0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0307+STABILITY: SURFACE MOTION
 LH0307
 LH0307  HISTORY     - Date     Condition        Report By
 LH0307  HISTORY     - 1947     MONUMENTED       CGS
 LH0307  HISTORY     - 1969     MARK NOT FOUND   USGS
 LH0307
 LH0307                          STATION DESCRIPTION
 LH0307
 LH0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0307'7.8 MI SE FROM BLUE HILL.
 LH0307'7.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0307'RAILROAD FROM THE STATION AT BLUE HILL, ABOUT 0.1 MILE SOUTH
 LH0307'ALONG STATE HIGHWAY NO. 78 FROM THE RAILROAD CROSSING, SET AT
 LH0307'THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 71 FEET EAST OF THE
 LH0307'CENTER LINE OF THE HIGHWAY, 3.1 FEET NORTHWEST OF THE NORTHWEST
 LH0307'CORNER OF THE BUILDING, 1.6 FEET WEST OF REFERENCE POST, A DISK
 LH0307'SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 LH0307'GROUND.
 LH0307
 LH0307                          STATION RECOVERY (1969)
 LH0307
 LH0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LH0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0609 ***********************************************************************
 LG0609  DESIGNATION -  B 171
 LG0609  PID         -  LG0609
 LG0609  STATE/COUNTY-  NE/THAYER
 LG0609  USGS QUAD   -  BRUNING (1960)
 LG0609
 LG0609                         *CURRENT SURVEY CONTROL
 LG0609  ___________________________________________________________________
 LG0609* NAD 83(1986)-  40 15 32.     (N)    097 30 23.     (W)     SCALED    
 LG0609* NAVD 88     -       445.788  (meters)    1462.56   (feet)  ADJUSTED  
 LG0609  ___________________________________________________________________
 LG0609  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0609  DYNAMIC HT  -         445.527 (meters)    1461.70  (feet)  COMP
 LG0609  MODELED GRAV-     980,027.6   (mgal)                       NAVD 88
 LG0609
 LG0609  VERT ORDER  -  SECOND    CLASS 0
 LG0609
 LG0609.The horizontal coordinates were scaled from a topographic map and have
 LG0609.an estimated accuracy of +/- 6 seconds.
 LG0609
 LG0609.The orthometric height was determined by differential leveling
 LG0609.and adjusted by the National Geodetic Survey in June 1991..
 LG0609
 LG0609.The geoid height was determined by GEOID03.
 LG0609
 LG0609.The dynamic height is computed by dividing the NAVD 88
 LG0609.geopotential number by the normal gravity value computed on the
 LG0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0609.degrees latitude (g = 980.6199 gals.).
 LG0609
 LG0609.The modeled gravity was interpolated from observed gravity values.
 LG0609
 LG0609;                    North         East    Units  Estimated Accuracy
 LG0609;SPC NE       -    50,310.      712,080.      MT  (+/- 180 meters Scaled)
 LG0609
 LG0609                          SUPERSEDED SURVEY CONTROL
 LG0609
 LG0609  NGVD 29 (??/??/92)  445.615  (m)         1461.99   (f) ADJ UNCH    2 0
 LG0609
 LG0609.Superseded values are not recommended for survey control.
 LG0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0609.See file dsdata.txt to determine how the superseded data were derived.
 LG0609
 LG0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK270575(NAD 83)
 LG0609_MARKER: DB = BENCH MARK DISK
 LG0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0609_SP_SET: BRIDGE HEADWALL
 LG0609_STAMPING: B 171 1934
 LG0609_MARK LOGO: CGS   
 LG0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0609
 LG0609  HISTORY     - Date     Condition        Report By
 LG0609  HISTORY     - 1934     MONUMENTED       CGS
 LG0609  HISTORY     - 1974     GOOD             NGS
 LG0609  HISTORY     - 1981     GOOD             LOCENG
 LG0609  HISTORY     - 19990902 GOOD             NEDR
 LG0609
 LG0609                          STATION DESCRIPTION
 LG0609
 LG0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0609'2.9 MI E FROM BELVIDERE.
 LG0609'2.9 MILES EAST OF UNION PACIFIC STATION AT BELVIDERE ON UNION
 LG0609'PACIFIC RAILROAD 11 POLES EAST OF MILEPOST 174 IN RAILROAD BRIDGE
 LG0609'173.67.  IN NORTH CONCRETE HEADWALL.
 LG0609
 LG0609                          STATION RECOVERY (1974)
 LG0609
 LG0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LG0609'RECOVERED IN GOOD CONDITION.
 LG0609
 LG0609                          STATION RECOVERY (1981)
 LG0609
 LG0609'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0609'RECOVERED IN GOOD CONDITION.
 LG0609
 LG0609                          STATION RECOVERY (1999)
 LG0609
 LG0609'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 LG0609'THE MARK WAS RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE
 LG0609'TO RAILROAD CONSTRUCTION.  BENCH MARK B 171 RESET, IN 1999, HAS BEEN
 LG0609'ESTABLISHED NEARBY.  FOR FURTHER DETAILS, SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0610 ***********************************************************************
 LG0610  DESIGNATION -  B 171 RESET
 LG0610  PID         -  LG0610
 LG0610  STATE/COUNTY-  NE/THAYER
 LG0610  USGS QUAD   -  BRUNING (1960)
 LG0610
 LG0610                         *CURRENT SURVEY CONTROL
 LG0610  ___________________________________________________________________
 LG0610* NAD 83(1986)-  40 15 32.     (N)    097 30 23.     (W)     SCALED    
 LG0610* NAVD 88     -       446.12   (+/-2cm)    1463.6    (feet)  VERTCON   
 LG0610  ___________________________________________________________________
 LG0610  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0610
 LG0610  VERT ORDER  -  THIRD (See Below)
 LG0610
 LG0610.The horizontal coordinates were scaled from a topographic map and have
 LG0610.an estimated accuracy of +/- 6 seconds.
 LG0610
 LG0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0610.The vertical order pertains to the NGVD 29 superseded value.
 LG0610
 LG0610.The geoid height was determined by GEOID03.
 LG0610
 LG0610;                    North         East    Units  Estimated Accuracy
 LG0610;SPC NE       -    50,310.      712,080.      MT  (+/- 180 meters Scaled)
 LG0610
 LG0610                          SUPERSEDED SURVEY CONTROL
 LG0610
 LG0610  NGVD 29 (??/??/??)  445.95   (m)         1463.1    (f) RESET       3  
 LG0610
 LG0610.Superseded values are not recommended for survey control.
 LG0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0610.See file dsdata.txt to determine how the superseded data were derived.
 LG0610
 LG0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK270575(NAD 83)
 LG0610_MARKER: DB = BENCH MARK DISK
 LG0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0610_SP_SET: CULVERT
 LG0610_STAMPING: B 171 1934 RESET 1958
 LG0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0610
 LG0610  HISTORY     - Date     Condition        Report By
 LG0610  HISTORY     - 1958     MONUMENTED       CGS
 LG0610  HISTORY     - 19990902 MARK NOT FOUND   NEDR
 LG0610
 LG0610                          STATION DESCRIPTION
 LG0610
 LG0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LG0610'2.9 MI E FROM BELVIDERE.
 LG0610'2.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0610'AT BELVIDERE, THAYER COUNTY, 11 POLES EAST OF MILEPOST 174, AND
 LG0610'IN THE TOP OF THE NEW CULVERT.
 LG0610
 LG0610                          STATION RECOVERY (1999)
 LG0610
 LG0610'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 LG0610'THE MARK WAS SEARCHED FOR BUT NOT FOUND, HOWEVER, THE OLD 1934 MARK
 LG0610'WAS RECOVERED.  IT IS BELIEVED THIS MARK, RESET IN 1958, IS NO LONGER
 LG0610'THERE.  THE 1934 MARK IS TO BE DESTROYED BY RAILROAD CONSTRUCTION,
 LG0610'ACCORDINGY, BENCH MARK B 171 RESET, IN 1999, WAS ESTABLISHED NEARBY.
 LG0610'FOR ADDTIONAL DETAILS, SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9325 ***********************************************************************
 AI9325  DESIGNATION -  B 171 RESET
 AI9325  PID         -  AI9325
 AI9325  STATE/COUNTY-  NE/THAYER
 AI9325  USGS QUAD   -  BRUNING (1960)
 AI9325
 AI9325                         *CURRENT SURVEY CONTROL
 AI9325  ___________________________________________________________________
 AI9325* NAD 83(1986)-  40 15 34.     (N)    097 30 10.     (W)     SCALED    
 AI9325* NAVD 88     -       444.94   (meters)    1459.8    (feet)  RESET     
 AI9325  ___________________________________________________________________
 AI9325  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AI9325
 AI9325  VERT ORDER  -  THIRD
 AI9325
 AI9325.The horizontal coordinates were scaled from a topographic map and have
 AI9325.an estimated accuracy of +/- 6 seconds.
 AI9325
 AI9325.The orthometric height was computed from unverified reset data.
 AI9325.No vertical observational check was made to the station.
 AI9325
 AI9325.The geoid height was determined by GEOID03.
 AI9325
 AI9325;                    North         East    Units  Estimated Accuracy
 AI9325;SPC NE       -    50,380.      712,390.      MT  (+/- 180 meters Scaled)
 AI9325
 AI9325                          SUPERSEDED SURVEY CONTROL
 AI9325
 AI9325.No superseded survey control is available for this station.
 AI9325
 AI9325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK273576(NAD 83)
 AI9325_MARKER: DV = VERTICAL CONTROL DISK
 AI9325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9325_STAMPING: B 171 RESET 1999
 AI9325_MARK LOGO: NGS   
 AI9325_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI9325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9325+STABILITY: SURFACE MOTION
 AI9325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9325+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9325
 AI9325  HISTORY     - Date     Condition        Report By
 AI9325  HISTORY     - 1999     MONUMENTED       NEDR
 AI9325
 AI9325                          STATION DESCRIPTION
 AI9325
 AI9325'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 AI9325'TO REACH THE MARK FROM THE POST OFFICE, IN BELVIDERE, GO NORTH IN MAIN
 AI9325'STREET FOR 0.25 MI (0.40 KM) TO A COUNTY ROAD INTERSECTION.  TURN
 AI9325'RIGHT AND GO EAST FOR 2.9 MI (4.7 KM) TO THE BENCH MARK ON THE NORTH
 AI9325'SIDE OF THE COUNTY ROAD, 553 FT (168.6 M) EAST , AND IN LINE WITH, A
 AI9325'CORRUGATED METAL PIPE CULVERT UNDER THE COUNTY ROAD, 3-1/2 POLES EAST
 AI9325'OF A RAILROAD MILEPOST 207 AND IN THE NE1/4, SEC2, T3N, R2W.  IT IS
 AI9325'SET INTO THE TOP OF A ROUND CONRETE MONUMENT THAT CONTAINS A MAGNET.
 AI9325'IT IS 39.84 FT (12.14 M) SOUTHWEST OF THE TOP OF A STEEL T-POST, 37.51
 AI9325'FT (11.43 M) SOUTHEAST OF A NAIL IN A BLAZED, 10-INCH, HACKBERRY TREE,
 AI9325'29.0 FT (8.8 M) NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 22.39 FT
 AI9325'(6.82 M) WEST OF A NAIL IN A BLAZED, 5-INCH, ELM TREE AND 2.2O FT
 AI9325'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0632 ***********************************************************************
 LG0632  DESIGNATION -  B 172
 LG0632  PID         -  LG0632
 LG0632  STATE/COUNTY-  NE/THAYER
 LG0632  USGS QUAD   -  HEBRON SW (1960)
 LG0632
 LG0632                         *CURRENT SURVEY CONTROL
 LG0632  ___________________________________________________________________
 LG0632* NAD 83(1986)-  40 00 09.     (N)    097 43 38.     (W)     SCALED    
 LG0632* NAVD 88     -       505.379  (meters)    1658.06   (feet)  ADJUSTED  
 LG0632  ___________________________________________________________________
 LG0632  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 LG0632  DYNAMIC HT  -         505.087 (meters)    1657.11  (feet)  COMP
 LG0632  MODELED GRAV-     980,032.5   (mgal)                       NAVD 88
 LG0632
 LG0632  VERT ORDER  -  SECOND    CLASS 0
 LG0632
 LG0632.The horizontal coordinates were scaled from a topographic map and have
 LG0632.an estimated accuracy of +/- 6 seconds.
 LG0632
 LG0632.The orthometric height was determined by differential leveling
 LG0632.and adjusted by the National Geodetic Survey in June 1991..
 LG0632
 LG0632.The geoid height was determined by GEOID03.
 LG0632
 LG0632.The dynamic height is computed by dividing the NAVD 88
 LG0632.geopotential number by the normal gravity value computed on the
 LG0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0632.degrees latitude (g = 980.6199 gals.).
 LG0632
 LG0632.The modeled gravity was interpolated from observed gravity values.
 LG0632
 LG0632;                    North         East    Units  Estimated Accuracy
 LG0632;SPC NE       -    21,340.      694,050.      MT  (+/- 180 meters Scaled)
 LG0632
 LG0632                          SUPERSEDED SURVEY CONTROL
 LG0632
 LG0632  NGVD 29 (??/??/92)  505.215  (m)         1657.53   (f) ADJ UNCH    2 0
 LG0632
 LG0632.Superseded values are not recommended for survey control.
 LG0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0632.See file dsdata.txt to determine how the superseded data were derived.
 LG0632
 LG0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK086288(NAD 83)
 LG0632_MARKER: DB = BENCH MARK DISK
 LG0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0632_STAMPING: B 172 1934
 LG0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0632+STABILITY: SURFACE MOTION
 LG0632
 LG0632  HISTORY     - Date     Condition        Report By
 LG0632  HISTORY     - 1934     MONUMENTED       CGS
 LG0632  HISTORY     - 1941     GOOD             NGS
 LG0632
 LG0632                          STATION DESCRIPTION
 LG0632
 LG0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0632'2 MI E FROM BYRON.
 LG0632'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0632'FROM THE STATION AT BYRON, THAYER COUNTY, 200 YARDS NORTHWEST
 LG0632'OF A FARMHOUSE, AT A ROAD CROSSING, 35 FEET WEST OF THE CENTERLINE
 LG0632'OF THE ROAD, AND 42 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 LG0632'A STANDARD DISK, STAMPED B 172 1934 AND SET IN THE TOP OF A CONCRETE
 LG0632'POST.
 LG0632
 LG0632                          STATION RECOVERY (1941)
 LG0632
 LG0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LG0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0677 ***********************************************************************
 LG0677  DESIGNATION -  B 173
 LG0677  PID         -  LG0677
 LG0677  STATE/COUNTY-  NE/FILLMORE
 LG0677  USGS QUAD   -  STRANG (1969)
 LG0677
 LG0677                         *CURRENT SURVEY CONTROL
 LG0677  ___________________________________________________________________
 LG0677* NAD 83(1986)-  40 29 44.     (N)    097 36 18.     (W)     SCALED    
 LG0677* NAVD 88     -       498.490  (meters)    1635.46   (feet)  ADJUSTED  
 LG0677  ___________________________________________________________________
 LG0677  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 LG0677  DYNAMIC HT  -         498.204 (meters)    1634.52  (feet)  COMP
 LG0677  MODELED GRAV-     980,035.9   (mgal)                       NAVD 88
 LG0677
 LG0677  VERT ORDER  -  SECOND    CLASS 0
 LG0677
 LG0677.The horizontal coordinates were scaled from a topographic map and have
 LG0677.an estimated accuracy of +/- 6 seconds.
 LG0677
 LG0677.The orthometric height was determined by differential leveling
 LG0677.and adjusted by the National Geodetic Survey in June 1991..
 LG0677
 LG0677.The geoid height was determined by GEOID03.
 LG0677
 LG0677.The dynamic height is computed by dividing the NAVD 88
 LG0677.geopotential number by the normal gravity value computed on the
 LG0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0677.degrees latitude (g = 980.6199 gals.).
 LG0677
 LG0677.The modeled gravity was interpolated from observed gravity values.
 LG0677
 LG0677;                    North         East    Units  Estimated Accuracy
 LG0677;SPC NE       -    76,340.      702,970.      MT  (+/- 180 meters Scaled)
 LG0677
 LG0677                          SUPERSEDED SURVEY CONTROL
 LG0677
 LG0677  NGVD 29 (??/??/92)  498.306  (m)         1634.86   (f) ADJ UNCH    2 0
 LG0677
 LG0677.Superseded values are not recommended for survey control.
 LG0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0677.See file dsdata.txt to determine how the superseded data were derived.
 LG0677
 LG0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK182836(NAD 83)
 LG0677_MARKER: DB = BENCH MARK DISK
 LG0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0677_STAMPING: B 173 1934
 LG0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0677+STABILITY: SURFACE MOTION
 LG0677
 LG0677  HISTORY     - Date     Condition        Report By
 LG0677  HISTORY     - 1934     MONUMENTED       CGS
 LG0677
 LG0677                          STATION DESCRIPTION
 LG0677
 LG0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0677'2 MI S FROM GENEVA.
 LG0677'2.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0677'RAILROAD FROM THE STATION AT GENEVA, FILLMORE COUNTY, AT A
 LG0677'ROAD CROSSING, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LG0677'AND 45 FEET EAST OF THE CENTER LINE OF THE TRACK.  SET IN THE
 LG0677'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0230 ***********************************************************************
 LG0230  DESIGNATION -  B 174
 LG0230  PID         -  LG0230
 LG0230  STATE/COUNTY-  NE/GAGE
 LG0230  USGS QUAD   -  BARNESTON (1970)
 LG0230
 LG0230                         *CURRENT SURVEY CONTROL
 LG0230  ___________________________________________________________________
 LG0230* NAD 83(1986)-  40 04 25.     (N)    096 35 07.     (W)     SCALED    
 LG0230* NAVD 88     -       364.786  (meters)    1196.80   (feet)  ADJUSTED  
 LG0230  ___________________________________________________________________
 LG0230  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 LG0230  DYNAMIC HT  -         364.588 (meters)    1196.15  (feet)  COMP
 LG0230  MODELED GRAV-     980,072.7   (mgal)                       NAVD 88
 LG0230
 LG0230  VERT ORDER  -  SECOND    CLASS 0
 LG0230
 LG0230.The horizontal coordinates were scaled from a topographic map and have
 LG0230.an estimated accuracy of +/- 6 seconds.
 LG0230
 LG0230.The orthometric height was determined by differential leveling
 LG0230.and adjusted by the National Geodetic Survey in June 1991..
 LG0230
 LG0230.The geoid height was determined by GEOID03.
 LG0230
 LG0230.The dynamic height is computed by dividing the NAVD 88
 LG0230.geopotential number by the normal gravity value computed on the
 LG0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0230.degrees latitude (g = 980.6199 gals.).
 LG0230
 LG0230.The modeled gravity was interpolated from observed gravity values.
 LG0230
 LG0230;                    North         East    Units  Estimated Accuracy
 LG0230;SPC NE       -    32,430.      791,200.      MT  (+/- 180 meters Scaled)
 LG0230
 LG0230                          SUPERSEDED SURVEY CONTROL
 LG0230
 LG0230  NGVD 29 (??/??/92)  364.679  (m)         1196.45   (f) ADJ UNCH    2 0
 LG0230
 LG0230.Superseded values are not recommended for survey control.
 LG0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0230.See file dsdata.txt to determine how the superseded data were derived.
 LG0230
 LG0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK059387(NAD 83)
 LG0230_MARKER: DB = BENCH MARK DISK
 LG0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0230_STAMPING: B 174 1934
 LG0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0230+STABILITY: SURFACE MOTION
 LG0230
 LG0230  HISTORY     - Date     Condition        Report By
 LG0230  HISTORY     - 1934     MONUMENTED       CGS
 LG0230
 LG0230                          STATION DESCRIPTION
 LG0230
 LG0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0230'5.7 MI S FROM BLUE SPRINGS.
 LG0230'5.7 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0230'STATION AT BLUE SPRINGS, GAGE COUNTY, 4 POLES SOUTH OF MILEPOST
 LG0230'116, 2 RAILS SOUTH OF A ROAD CROSSING, AND 48 FEET WEST OF
 LG0230'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED B 174
 LG0230'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0221 ***********************************************************************
 LG0221  DESIGNATION -  B 175
 LG0221  PID         -  LG0221
 LG0221  STATE/COUNTY-  NE/JOHNSON
 LG0221  USGS QUAD   -  TECUMSEH (1965)
 LG0221
 LG0221                         *CURRENT SURVEY CONTROL
 LG0221  ___________________________________________________________________
 LG0221* NAD 83(1986)-  40 18 23.     (N)    096 08 52.     (W)     SCALED    
 LG0221* NAVD 88     -       330.642  (meters)    1084.78   (feet)  ADJUSTED  
 LG0221  ___________________________________________________________________
 LG0221  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 LG0221  DYNAMIC HT  -         330.467 (meters)    1084.21  (feet)  COMP
 LG0221  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 LG0221
 LG0221  VERT ORDER  -  SECOND    CLASS 0
 LG0221
 LG0221.The horizontal coordinates were scaled from a topographic map and have
 LG0221.an estimated accuracy of +/- 6 seconds.
 LG0221
 LG0221.The orthometric height was determined by differential leveling
 LG0221.and adjusted by the National Geodetic Survey in June 1991..
 LG0221
 LG0221.The geoid height was determined by GEOID03.
 LG0221
 LG0221.The dynamic height is computed by dividing the NAVD 88
 LG0221.geopotential number by the normal gravity value computed on the
 LG0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0221.degrees latitude (g = 980.6199 gals.).
 LG0221
 LG0221.The modeled gravity was interpolated from observed gravity values.
 LG0221
 LG0221;                    North         East    Units  Estimated Accuracy
 LG0221;SPC NE       -    59,820.      827,330.      MT  (+/- 180 meters Scaled)
 LG0221
 LG0221                          SUPERSEDED SURVEY CONTROL
 LG0221
 LG0221  NGVD 29 (??/??/92)  330.557  (m)         1084.50   (f) ADJ UNCH    2 0
 LG0221
 LG0221.Superseded values are not recommended for survey control.
 LG0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0221.See file dsdata.txt to determine how the superseded data were derived.
 LG0221
 LG0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK423656(NAD 83)
 LG0221_MARKER: DB = BENCH MARK DISK
 LG0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0221_SP_SET: CULVERT
 LG0221_STAMPING: B 175 1934
 LG0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0221
 LG0221  HISTORY     - Date     Condition        Report By
 LG0221  HISTORY     - 1934     MONUMENTED       CGS
 LG0221
 LG0221                          STATION DESCRIPTION
 LG0221
 LG0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0221'1.8 MI NW FROM ELK CREEK.
 LG0221'1.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0221'RAILROAD FROM THE CITY WATER TOWER AT ELK CREEK, JOHNSON COUNTY,
 LG0221'8 RAILS NORTH OF MILEPOST 10, AT CONCRETE CULVERT 10.19, AND IN
 LG0221'THE NORTH END OF THE WEST HEAD WALL.  A STANDARD DISK, STAMPED
 LG0221'B 175 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0784 ***********************************************************************
 LF0784  DESIGNATION -  B 177
 LF0784  PID         -  LF0784
 LF0784  STATE/COUNTY-  NE/OTOE
 LF0784  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0784
 LF0784                         *CURRENT SURVEY CONTROL
 LF0784  ___________________________________________________________________
 LF0784* NAD 83(1986)-  40 39 58.     (N)    095 51 50.     (W)     SCALED    
 LF0784* NAVD 88     -       302.548  (meters)     992.61   (feet)  ADJUSTED  
 LF0784  ___________________________________________________________________
 LF0784  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LF0784  DYNAMIC HT  -         302.388 (meters)     992.08  (feet)  COMP
 LF0784  MODELED GRAV-     980,089.9   (mgal)                       NAVD 88
 LF0784
 LF0784  VERT ORDER  -  SECOND    CLASS 0
 LF0784
 LF0784.The horizontal coordinates were scaled from a topographic map and have
 LF0784.an estimated accuracy of +/- 6 seconds.
 LF0784
 LF0784.The orthometric height was determined by differential leveling
 LF0784.and adjusted by the National Geodetic Survey in June 1991..
 LF0784
 LF0784.The geoid height was determined by GEOID03.
 LF0784
 LF0784.The dynamic height is computed by dividing the NAVD 88
 LF0784.geopotential number by the normal gravity value computed on the
 LF0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0784.degrees latitude (g = 980.6199 gals.).
 LF0784
 LF0784.The modeled gravity was interpolated from observed gravity values.
 LF0784
 LF0784;                    North         East    Units  Estimated Accuracy
 LF0784;SPC NE       -   100,830.      849,530.      MT  (+/- 180 meters Scaled)
 LF0784
 LF0784                          SUPERSEDED SURVEY CONTROL
 LF0784
 LF0784  NGVD 29 (??/??/92)  302.441  (m)          992.26   (f) ADJ UNCH    2 0
 LF0784
 LF0784.Superseded values are not recommended for survey control.
 LF0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0784.See file dsdata.txt to determine how the superseded data were derived.
 LF0784
 LF0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF579056(NAD 83)
 LF0784_MARKER: DB = BENCH MARK DISK
 LF0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0784_STAMPING: B 177 1934
 LF0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0784+STABILITY: SURFACE MOTION
 LF0784
 LF0784  HISTORY     - Date     Condition        Report By
 LF0784  HISTORY     - 1934     MONUMENTED       CGS
 LF0784  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0784
 LF0784                          STATION DESCRIPTION
 LF0784
 LF0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0784'0.8 MI S FROM NEBRASKA.
 LF0784'0.8 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0784'COURTHOUSE AT NEBRASKA CITY, OTOE COUNTY, 0.3 MILE SOUTHEAST
 LF0784'OF THE MORTON WAREHOUSE, AT A ROAD CROSSING, 36 FEET EAST OF
 LF0784'THE CENTERLINE OF THE TRACK, AND 30 FEET SOUTH OF THE CENTERLINE
 LF0784'OF THE ROAD.  A STANDARD DISK, STAMPED B 177 1934 AND SET IN
 LF0784'THE TOP OF A CONCRETE POST.
 LF0784
 LF0784                          STATION RECOVERY (1964)
 LF0784
 LF0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0522 ***********************************************************************
 LF0522  DESIGNATION -  B 178
 LF0522  PID         -  LF0522
 LF0522  STATE/COUNTY-  NE/RICHARDSON
 LF0522  USGS QUAD   -  FALLS CITY (1984)
 LF0522
 LF0522                         *CURRENT SURVEY CONTROL
 LF0522  ___________________________________________________________________
 LF0522* NAD 83(1986)-  40 04 06.     (N)    095 36 51.     (W)     SCALED    
 LF0522* NAVD 88     -       288.418  (meters)     946.25   (feet)  ADJUSTED  
 LF0522  ___________________________________________________________________
 LF0522  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LF0522  DYNAMIC HT  -         288.258 (meters)     945.73  (feet)  COMP
 LF0522  MODELED GRAV-     980,063.3   (mgal)                       NAVD 88
 LF0522
 LF0522  VERT ORDER  -  SECOND    CLASS 0
 LF0522
 LF0522.The horizontal coordinates were scaled from a topographic map and have
 LF0522.an estimated accuracy of +/- 6 seconds.
 LF0522
 LF0522.The orthometric height was determined by differential leveling
 LF0522.and adjusted by the National Geodetic Survey in June 1991..
 LF0522
 LF0522.The geoid height was determined by GEOID03.
 LF0522
 LF0522.The dynamic height is computed by dividing the NAVD 88
 LF0522.geopotential number by the normal gravity value computed on the
 LF0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0522.degrees latitude (g = 980.6199 gals.).
 LF0522
 LF0522.The modeled gravity was interpolated from observed gravity values.
 LF0522
 LF0522;                    North         East    Units  Estimated Accuracy
 LF0522;SPC NE       -    35,580.      873,980.      MT  (+/- 180 meters Scaled)
 LF0522
 LF0522                          SUPERSEDED SURVEY CONTROL
 LF0522
 LF0522  NGVD 29 (??/??/92)  288.332  (m)          945.97   (f) ADJ UNCH    2 0
 LF0522
 LF0522.Superseded values are not recommended for survey control.
 LF0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0522.See file dsdata.txt to determine how the superseded data were derived.
 LF0522
 LF0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE770386(NAD 83)
 LF0522_MARKER: DB = BENCH MARK DISK
 LF0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0522_SP_SET: CULVERT
 LF0522_STAMPING: B 178 1934
 LF0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0522
 LF0522  HISTORY     - Date     Condition        Report By
 LF0522  HISTORY     - 1934     MONUMENTED       CGS
 LF0522  HISTORY     - 1948     GOOD             NGS
 LF0522
 LF0522                          STATION DESCRIPTION
 LF0522
 LF0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0522'AT FALLS CITY.
 LF0522'1.6 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0522'STATION AT FALLS CITY, RICHARDSON COUNTY, AT THE WEST EDGE OF
 LF0522'TOWN, 7 POLES SOUTH OF POLE 386/20, 100 YARDS SOUTH OF CRYSTAL
 LF0522'BEACH PARK, AT A CULVERT UNDER THE TRACK, AND IN THE TOP OF THE
 LF0522'WEST HEADWALL.  A STANDARD DISK, STAMPED B 178 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0439 ***********************************************************************
 NN0439  DESIGNATION -  B 18
 NN0439  PID         -  NN0439
 NN0439  STATE/COUNTY-  NE/LOUP
 NN0439  USGS QUAD   -  STONEHOUSE RANCH SW (1981)
 NN0439
 NN0439                         *CURRENT SURVEY CONTROL
 NN0439  ___________________________________________________________________
 NN0439* NAD 83(1986)-  42 06 00.     (N)    099 27 35.     (W)     SCALED    
 NN0439* NAVD 88     -       742.776  (meters)    2436.92   (feet)  ADJUSTED  
 NN0439  ___________________________________________________________________
 NN0439  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 NN0439  DYNAMIC HT  -         742.438 (meters)    2435.82  (feet)  COMP
 NN0439  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 NN0439
 NN0439  VERT ORDER  -  FIRST     CLASS II
 NN0439
 NN0439.The horizontal coordinates were scaled from a topographic map and have
 NN0439.an estimated accuracy of +/- 6 seconds.
 NN0439
 NN0439.The orthometric height was determined by differential leveling
 NN0439.and adjusted by the National Geodetic Survey in June 1991..
 NN0439
 NN0439.The geoid height was determined by GEOID03.
 NN0439
 NN0439.The dynamic height is computed by dividing the NAVD 88
 NN0439.geopotential number by the normal gravity value computed on the
 NN0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0439.degrees latitude (g = 980.6199 gals.).
 NN0439
 NN0439.The modeled gravity was interpolated from observed gravity values.
 NN0439
 NN0439;                    North         East    Units  Estimated Accuracy
 NN0439;SPC NE       -   251,800.      544,680.      MT  (+/- 180 meters Scaled)
 NN0439
 NN0439                          SUPERSEDED SURVEY CONTROL
 NN0439
 NN0439  NGVD 29 (??/??/92)  742.515  (m)         2436.07   (f) ADJ UNCH    1 2
 NN0439
 NN0439.Superseded values are not recommended for survey control.
 NN0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0439.See file dsdata.txt to determine how the superseded data were derived.
 NN0439
 NN0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM619609(NAD 83)
 NN0439_MARKER: DB = BENCH MARK DISK
 NN0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0439_STAMPING: 2436.068 B 18 1933
 NN0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0439+STABILITY: SURFACE MOTION
 NN0439
 NN0439  HISTORY     - Date     Condition        Report By
 NN0439  HISTORY     - 1933     MONUMENTED       CGS
 NN0439
 NN0439                          STATION DESCRIPTION
 NN0439
 NN0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0439'7.5 MI N FROM HARROP.
 NN0439'ABOUT 7-1/2 MILES NORTH ALONG U.S. HIGHWAY 183 FROM HARROP,
 NN0439'LOUP COUNTY, ABOUT 4-1/2 MILES SOUTHEAST OF SWINNEYS CASH STORE,
 NN0439'ABOUT 100 YARDS NORTHEAST OF A CURVE, 85 FEET EAST OF A CURVE
 NN0439'SIGN, 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 NN0439'EAST OF THE RIGHT-OF-WAY FENCE, AND 9 FEET NORTH OF TWO 6-INCH
 NN0439'COTTONWOOD TREES.  A STANDARD DISK, STAMPED 2436.068 B 18 1933
 NN0439'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 NN0439'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0245 ***********************************************************************
 NN0245  DESIGNATION -  B 19
 NN0245  PID         -  NN0245
 NN0245  STATE/COUNTY-  NE/HOLT
 NN0245  USGS QUAD   -  O'NEILL (1986)
 NN0245
 NN0245                         *CURRENT SURVEY CONTROL
 NN0245  ___________________________________________________________________
 NN0245* NAD 83(1986)-  42 27 50.     (N)    098 39 24.     (W)     SCALED    
 NN0245* NAVD 88     -       613.584  (meters)    2013.07   (feet)  ADJUSTED  
 NN0245  ___________________________________________________________________
 NN0245  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NN0245  DYNAMIC HT  -         613.354 (meters)    2012.31  (feet)  COMP
 NN0245  MODELED GRAV-     980,226.1   (mgal)                       NAVD 88
 NN0245
 NN0245  VERT ORDER  -  FIRST     CLASS II
 NN0245
 NN0245.The horizontal coordinates were scaled from a topographic map and have
 NN0245.an estimated accuracy of +/- 6 seconds.
 NN0245
 NN0245.The orthometric height was determined by differential leveling
 NN0245.and adjusted by the National Geodetic Survey in June 1991..
 NN0245
 NN0245.The geoid height was determined by GEOID03.
 NN0245
 NN0245.The dynamic height is computed by dividing the NAVD 88
 NN0245.geopotential number by the normal gravity value computed on the
 NN0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0245.degrees latitude (g = 980.6199 gals.).
 NN0245
 NN0245.The modeled gravity was interpolated from observed gravity values.
 NN0245
 NN0245;                    North         East    Units  Estimated Accuracy
 NN0245;SPC NE       -   292,930.      610,460.      MT  (+/- 180 meters Scaled)
 NN0245
 NN0245                          SUPERSEDED SURVEY CONTROL
 NN0245
 NN0245  NGVD 29 (??/??/92)  613.384  (m)         2012.41   (f) ADJ UNCH    1 2
 NN0245
 NN0245.Superseded values are not recommended for survey control.
 NN0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0245.See file dsdata.txt to determine how the superseded data were derived.
 NN0245
 NN0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN282013(NAD 83)
 NN0245_MARKER: DB = BENCH MARK DISK
 NN0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0245_STAMPING: 2012.411 B 19 1933
 NN0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0245+STABILITY: SURFACE MOTION
 NN0245
 NN0245  HISTORY     - Date     Condition        Report By
 NN0245  HISTORY     - 1933     MONUMENTED       CGS
 NN0245  HISTORY     - 1938     GOOD             NGS
 NN0245
 NN0245                          STATION DESCRIPTION
 NN0245
 NN0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0245'AT O NEILL.
 NN0245'AT O NEILL, HOLT COUNTY, 0.8 MILE NORTH OF ST. MARYS CONVENT, 200
 NN0245'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 281, ON THE NORTH
 NN0245'SIDE OF WEST WILLIAM STREET, AT CALVARY CEMETERY, 10 FEET WEST
 NN0245'OF THE MAIN GATE, AND 1 FOOT SOUTH OF THE IRON FENCE AROUND THE
 NN0245'NORTH SECTION OF THE CEMETERY.  A STANDARD DISK, STAMPED 2012.411
 NN0245'B 19 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NN0245'INCHES ABOVE GROUND.
 NN0245
 NN0245                          STATION RECOVERY (1938)
 NN0245
 NN0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 NN0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0288 ***********************************************************************
 NN0288  DESIGNATION -  B 20
 NN0288  PID         -  NN0288
 NN0288  STATE/COUNTY-  NE/BOYD
 NN0288  USGS QUAD   -  BUTTE NW (1951)
 NN0288
 NN0288                         *CURRENT SURVEY CONTROL
 NN0288  ___________________________________________________________________
 NN0288* NAD 83(1986)-  42 58 12.     (N)    098 52 48.     (W)     SCALED    
 NN0288* NAVD 88     -       570.079  (meters)    1870.33   (feet)  ADJUSTED  
 NN0288  ___________________________________________________________________
 NN0288  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 NN0288  DYNAMIC HT  -         569.871 (meters)    1869.65  (feet)  COMP
 NN0288  MODELED GRAV-     980,237.3   (mgal)                       NAVD 88
 NN0288
 NN0288  VERT ORDER  -  FIRST     CLASS II
 NN0288
 NN0288.The horizontal coordinates were scaled from a topographic map and have
 NN0288.an estimated accuracy of +/- 6 seconds.
 NN0288
 NN0288.The orthometric height was determined by differential leveling
 NN0288.and adjusted by the National Geodetic Survey in June 1991..
 NN0288
 NN0288.The geoid height was determined by GEOID03.
 NN0288
 NN0288.The dynamic height is computed by dividing the NAVD 88
 NN0288.geopotential number by the normal gravity value computed on the
 NN0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0288.degrees latitude (g = 980.6199 gals.).
 NN0288
 NN0288.The modeled gravity was interpolated from observed gravity values.
 NN0288
 NN0288;                    North         East    Units  Estimated Accuracy
 NN0288;SPC NE       -   348,880.      591,370.      MT  (+/- 180 meters Scaled)
 NN0288
 NN0288                          SUPERSEDED SURVEY CONTROL
 NN0288
 NN0288  NGVD 29 (??/??/92)  569.772  (m)         1869.33   (f) ADJ UNCH    1 2
 NN0288
 NN0288.Superseded values are not recommended for survey control.
 NN0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0288.See file dsdata.txt to determine how the superseded data were derived.
 NN0288
 NN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN097574(NAD 83)
 NN0288_MARKER: DB = BENCH MARK DISK
 NN0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0288_STAMPING: 1869.327 B 20 1933
 NN0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0288+STABILITY: SURFACE MOTION
 NN0288
 NN0288  HISTORY     - Date     Condition        Report By
 NN0288  HISTORY     - 1933     MONUMENTED       CGS
 NN0288  HISTORY     - 1946     GOOD             NGS
 NN0288
 NN0288                          STATION DESCRIPTION
 NN0288
 NN0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0288'3.8 MI S FROM FAIRFAX.
 NN0288'IN BOYD COUNTY, NEBRASKA, 3.8 MILES SOUTH OF FAIRFAX, GREGORY
 NN0288'COUNTY, SOUTH DAKOTA.  THIS BENCH MARK MAY BE REACHED FROM THE
 NN0288'HIGH SCHOOL AT FAIRFAX BY GOING 0.1 MILE SOUTH ALONG A GRAVEL
 NN0288'ROAD, THENCE 3.7 MILES SOUTH ALONG U.S. HIGHWAY 281.  IT IS AT
 NN0288'THE INTERSECTION OF A FARM DRIVE LEADING EAST, 36.5 FEET EAST OF
 NN0288'THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTH OF THE CENTER
 NN0288'LINE OF THE DRIVE, 19 FEET NORTH OF A FENCE CORNER, 2 FEET EAST
 NN0288'OF THE FENCE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 NN0288'A STANDARD DISK, STAMPED 1869.327 B 20 1933 AND SET IN THE TOP
 NN0288'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0288
 NN0288                          STATION RECOVERY (1946)
 NN0288
 NN0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 NN0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0096 ***********************************************************************
 LJ0096  DESIGNATION -  B 200
 LJ0096  PID         -  LJ0096
 LJ0096  STATE/COUNTY-  NE/RED WILLOW
 LJ0096  USGS QUAD   -  MC COOK SE (1957)
 LJ0096
 LJ0096                         *CURRENT SURVEY CONTROL
 LJ0096  ___________________________________________________________________
 LJ0096* NAD 83(1986)-  40 03 47.     (N)    100 34 23.     (W)     SCALED    
 LJ0096* NAVD 88     -       826.914  (meters)    2712.97   (feet)  ADJUSTED  
 LJ0096  ___________________________________________________________________
 LJ0096  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 LJ0096  DYNAMIC HT  -         826.348 (meters)    2711.11  (feet)  COMP
 LJ0096  MODELED GRAV-     979,914.4   (mgal)                       NAVD 88
 LJ0096
 LJ0096  VERT ORDER  -  SECOND    CLASS 0
 LJ0096
 LJ0096.The horizontal coordinates were scaled from a topographic map and have
 LJ0096.an estimated accuracy of +/- 6 seconds.
 LJ0096
 LJ0096.The orthometric height was determined by differential leveling
 LJ0096.and adjusted by the National Geodetic Survey in June 1991..
 LJ0096
 LJ0096.The geoid height was determined by GEOID03.
 LJ0096
 LJ0096.The dynamic height is computed by dividing the NAVD 88
 LJ0096.geopotential number by the normal gravity value computed on the
 LJ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0096.degrees latitude (g = 980.6199 gals.).
 LJ0096
 LJ0096.The modeled gravity was interpolated from observed gravity values.
 LJ0096
 LJ0096;                    North         East    Units  Estimated Accuracy
 LJ0096;SPC NE       -    25,670.      451,110.      MT  (+/- 180 meters Scaled)
 LJ0096
 LJ0096                          SUPERSEDED SURVEY CONTROL
 LJ0096
 LJ0096  NGVD 29 (??/??/92)  826.601  (m)         2711.94   (f) ADJ UNCH    2 0
 LJ0096
 LJ0096.Superseded values are not recommended for survey control.
 LJ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0096.See file dsdata.txt to determine how the superseded data were derived.
 LJ0096
 LJ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK658359(NAD 83)
 LJ0096_MARKER: DB = BENCH MARK DISK
 LJ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0096_STAMPING: B 200 1934
 LJ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0096+STABILITY: SURFACE MOTION
 LJ0096
 LJ0096  HISTORY     - Date     Condition        Report By
 LJ0096  HISTORY     - 1934     MONUMENTED       CGS
 LJ0096  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0096
 LJ0096                          STATION DESCRIPTION
 LJ0096
 LJ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0096'6.6 MI N FROM CEDAR BLUFFS.
 LJ0096'6.6 MILES NORTH OF BURLINGTON RR STATION AT CEDAR BLUFFS, ABOUT
 LJ0096'0.2 MILE NORTH OF A FENCE CORNER, 33 FEET EAST OF CENTERLINE
 LJ0096'OF U.S. HIGHWAY 183, AND 1 FOOT EAST OF FENCE LINE.
 LJ0096
 LJ0096                          STATION RECOVERY (1999)
 LJ0096
 LJ0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0096'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0062 ***********************************************************************
 LJ0062  DESIGNATION -  B 201
 LJ0062  PID         -  LJ0062
 LJ0062  STATE/COUNTY-  NE/RED WILLOW
 LJ0062  USGS QUAD   -  DANBURY (1983)
 LJ0062
 LJ0062                         *CURRENT SURVEY CONTROL
 LJ0062  ___________________________________________________________________
 LJ0062* NAD 83(1986)-  40 00 50.     (N)    100 28 50.     (W)     SCALED    
 LJ0062* NAVD 88     -       762.852  (meters)    2502.79   (feet)  ADJUSTED  
 LJ0062  ___________________________________________________________________
 LJ0062  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 LJ0062  DYNAMIC HT  -         762.329 (meters)    2501.07  (feet)  COMP
 LJ0062  MODELED GRAV-     979,915.8   (mgal)                       NAVD 88
 LJ0062
 LJ0062  VERT ORDER  -  SECOND    CLASS 0
 LJ0062
 LJ0062.The horizontal coordinates were scaled from a topographic map and have
 LJ0062.an estimated accuracy of +/- 6 seconds.
 LJ0062
 LJ0062.The orthometric height was determined by differential leveling
 LJ0062.and adjusted by the National Geodetic Survey in June 1991..
 LJ0062
 LJ0062.The geoid height was determined by GEOID03.
 LJ0062
 LJ0062.The dynamic height is computed by dividing the NAVD 88
 LJ0062.geopotential number by the normal gravity value computed on the
 LJ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0062.degrees latitude (g = 980.6199 gals.).
 LJ0062
 LJ0062.The modeled gravity was interpolated from observed gravity values.
 LJ0062
 LJ0062;                    North         East    Units  Estimated Accuracy
 LJ0062;SPC NE       -    20,160.      458,970.      MT  (+/- 180 meters Scaled)
 LJ0062
 LJ0062                          SUPERSEDED SURVEY CONTROL
 LJ0062
 LJ0062  NGVD 29 (??/??/92)  762.548  (m)         2501.79   (f) ADJ UNCH    2 0
 LJ0062
 LJ0062.Superseded values are not recommended for survey control.
 LJ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0062.See file dsdata.txt to determine how the superseded data were derived.
 LJ0062
 LJ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK736303(NAD 83)
 LJ0062_MARKER: DB = BENCH MARK DISK
 LJ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0062_STAMPING: B 201 1934
 LJ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0062+STABILITY: SURFACE MOTION
 LJ0062
 LJ0062  HISTORY     - Date     Condition        Report By
 LJ0062  HISTORY     - 1934     MONUMENTED       CGS
 LJ0062  HISTORY     - 1941     GOOD             NGS
 LJ0062
 LJ0062                          STATION DESCRIPTION
 LJ0062
 LJ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0062'AT MARION.
 LJ0062'AT MARION 200 FEET WEST OF BURLINGTON RAILROAD STATION AT MARION,
 LJ0062'40 FEET SOUTH OF C.B. AND Q. RR. TRACK, IN TELEPHONE LINE.
 LJ0062
 LJ0062                          STATION RECOVERY (1941)
 LJ0062
 LJ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LJ0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0425 ***********************************************************************
 NP0425  DESIGNATION -  B 206 RESET
 NP0425  PID         -  NP0425
 NP0425  STATE/COUNTY-  NE/SIOUX
 NP0425  USGS QUAD   -  ERDMAN RANCH (1963)
 NP0425
 NP0425                         *CURRENT SURVEY CONTROL
 NP0425  ___________________________________________________________________
 NP0425* NAD 83(1986)-  42 03 55.     (N)    103 48 53.     (W)     SCALED    
 NP0425* NAVD 88     -      1283.71   (+/-2cm)    4211.6    (feet)  VERTCON   
 NP0425  ___________________________________________________________________
 NP0425  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 NP0425
 NP0425  VERT ORDER  -  THIRD (See Below)
 NP0425
 NP0425.The horizontal coordinates were scaled from a topographic map and have
 NP0425.an estimated accuracy of +/- 6 seconds.
 NP0425
 NP0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0425.The vertical order pertains to the NGVD 29 superseded value.
 NP0425
 NP0425.The geoid height was determined by GEOID03.
 NP0425
 NP0425;                    North         East    Units  Estimated Accuracy
 NP0425;SPC NE       -   254,770.      184,470.      MT  (+/- 180 meters Scaled)
 NP0425
 NP0425                          SUPERSEDED SURVEY CONTROL
 NP0425
 NP0425  NGVD 29 (08/02/06) 1282.99   (m)         4209.3    (f) RESET       3  
 NP0425
 NP0425.Superseded values are not recommended for survey control.
 NP0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0425.See file dsdata.txt to determine how the superseded data were derived.
 NP0425
 NP0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG980577(NAD 83)
 NP0425_MARKER: DB = BENCH MARK DISK
 NP0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0425_SP_SET: ABUTMENT
 NP0425_STAMPING: B 206 RESET 1972
 NP0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0425
 NP0425  HISTORY     - Date     Condition        Report By
 NP0425  HISTORY     - 1972     MONUMENTED       NEDR
 NP0425  HISTORY     - 1973     GOOD             NEDR
 NP0425
 NP0425                          STATION DESCRIPTION
 NP0425
 NP0425'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1973
 NP0425'8 MI N FROM MITCHELL.
 NP0425'ABOUT 8 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE HIGH SCHOOL
 NP0425'AT MITCHELL, 98 YARDS NORTHWEST OF A ONE-STORY FARM HOUSE, SET
 NP0425'IN THE TOP OF THE SOUTHWEST WINGWALL OF THE SOUTH ABUTMENT OF A
 NP0425'BRIDGE, 19 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 12
 NP0425'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST DITCH BANK ROAD AND
 NP0425'ABOUT LEVEL WITH THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0863 ***********************************************************************
 ML0863  DESIGNATION -  B 207
 ML0863  PID         -  ML0863
 ML0863  STATE/COUNTY-  NE/CUSTER
 ML0863  USGS QUAD   -  ANSELMO (1978)
 ML0863
 ML0863                         *CURRENT SURVEY CONTROL
 ML0863  ___________________________________________________________________
 ML0863* NAD 83(1986)-  41 31 29.     (N)    099 46 49.     (W)     SCALED    
 ML0863* NAVD 88     -       805.680  (meters)    2643.30   (feet)  ADJUSTED  
 ML0863  ___________________________________________________________________
 ML0863  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 ML0863  DYNAMIC HT  -         805.257 (meters)    2641.91  (feet)  COMP
 ML0863  MODELED GRAV-     980,071.5   (mgal)                       NAVD 88
 ML0863
 ML0863  VERT ORDER  -  SECOND    CLASS 0
 ML0863
 ML0863.The horizontal coordinates were scaled from a topographic map and have
 ML0863.an estimated accuracy of +/- 6 seconds.
 ML0863
 ML0863.The orthometric height was determined by differential leveling
 ML0863.and adjusted by the National Geodetic Survey in June 1991..
 ML0863
 ML0863.The geoid height was determined by GEOID03.
 ML0863
 ML0863.The dynamic height is computed by dividing the NAVD 88
 ML0863.geopotential number by the normal gravity value computed on the
 ML0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0863.degrees latitude (g = 980.6199 gals.).
 ML0863
 ML0863.The modeled gravity was interpolated from observed gravity values.
 ML0863
 ML0863;                    North         East    Units  Estimated Accuracy
 ML0863;SPC NE       -   187,810.      518,330.      MT  (+/- 180 meters Scaled)
 ML0863
 ML0863                          SUPERSEDED SURVEY CONTROL
 ML0863
 ML0863  NGVD 29 (??/??/92)  805.391  (m)         2642.35   (f) ADJ UNCH    2 0
 ML0863
 ML0863.Superseded values are not recommended for survey control.
 ML0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0863.See file dsdata.txt to determine how the superseded data were derived.
 ML0863
 ML0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML349973(NAD 83)
 ML0863_MARKER: DB = BENCH MARK DISK
 ML0863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0863_SP_SET: CULVERT
 ML0863_STAMPING: B 207 1939
 ML0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0863
 ML0863  HISTORY     - Date     Condition        Report By
 ML0863  HISTORY     - 1939     MONUMENTED       CGS
 ML0863  HISTORY     - 1949     GOOD             NGS
 ML0863
 ML0863                          STATION DESCRIPTION
 ML0863
 ML0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0863'3 MI NW FROM MERNA.
 ML0863'3.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0863'RAILROAD FROM THE STATION AT MERNA, CUSTER COUNTY, 18 YARDS
 ML0863'SOUTHEAST OF A ROAD CROSSING, 27 YARDS EAST OF A HIGHWAY, IN THE
 ML0863'TOP OF CULVERT 187.74, 6 FEET NORTHWEST OF THE SOUTHEAST CORNER,
 ML0863'AND 7 FEET SOUTH OF THE SOUTHEAST RAIL.  A STANDARD DISK,
 ML0863'STAMPED B 207 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0007 ***********************************************************************
 LG0007  DESIGNATION -  B 208
 LG0007  PID         -  LG0007
 LG0007  STATE/COUNTY-  NE/OTOE
 LG0007  USGS QUAD   -  DUNBAR (1966)
 LG0007
 LG0007                         *CURRENT SURVEY CONTROL
 LG0007  ___________________________________________________________________
 LG0007* NAD 83(1986)-  40 40 10.     (N)    096 04 37.     (W)     SCALED    
 LG0007* NAVD 88     -       341.355  (meters)    1119.93   (feet)  ADJUSTED  
 LG0007  ___________________________________________________________________
 LG0007  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 LG0007  DYNAMIC HT  -         341.179 (meters)    1119.35  (feet)  COMP
 LG0007  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 LG0007
 LG0007  VERT ORDER  -  FIRST     CLASS II
 LG0007
 LG0007.The horizontal coordinates were scaled from a topographic map and have
 LG0007.an estimated accuracy of +/- 6 seconds.
 LG0007
 LG0007.The orthometric height was determined by differential leveling
 LG0007.and adjusted by the National Geodetic Survey in June 1991..
 LG0007
 LG0007.The geoid height was determined by GEOID03.
 LG0007
 LG0007.The dynamic height is computed by dividing the NAVD 88
 LG0007.geopotential number by the normal gravity value computed on the
 LG0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0007.degrees latitude (g = 980.6199 gals.).
 LG0007
 LG0007.The modeled gravity was interpolated from observed gravity values.
 LG0007
 LG0007;                    North         East    Units  Estimated Accuracy
 LG0007;SPC NE       -   100,360.      831,520.      MT  (+/- 180 meters Scaled)
 LG0007
 LG0007                          SUPERSEDED SURVEY CONTROL
 LG0007
 LG0007  NGVD 29 (??/??/92)  341.235  (m)         1119.54   (f) ADJ UNCH    1 2
 LG0007
 LG0007.Superseded values are not recommended for survey control.
 LG0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0007.See file dsdata.txt to determine how the superseded data were derived.
 LG0007
 LG0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL470061(NAD 83)
 LG0007_MARKER: DB = BENCH MARK DISK
 LG0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0007_STAMPING: B 208 1940
 LG0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0007+STABILITY: SURFACE MOTION
 LG0007
 LG0007  HISTORY     - Date     Condition        Report By
 LG0007  HISTORY     - 1940     MONUMENTED       CGS
 LG0007  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0007
 LG0007                          STATION DESCRIPTION
 LG0007
 LG0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0007'3.1 MI W FROM DUNBAR.
 LG0007'3.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0007'FROM THE STATION AT DUNBAR, OTOE COUNTY, AT A FARM-ROAD CROSSING,
 LG0007'51 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 48 FEET SOUTH OF
 LG0007'THE CENTERLINE OF THE TRACK, 25 FEET WEST OF THE CENTER OF A GATE
 LG0007'IN THE RIGHT-OF-WAY FENCE, AND 3 FEET WEST OF A WHITE WOODEN
 LG0007'WITNESS POST.  A STANDARD DISK, STAMPED B 208 1940 AND SET IN THE
 LG0007'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 LG0007
 LG0007                          STATION RECOVERY (1991)
 LG0007
 LG0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0007'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0331 ***********************************************************************
 LG0331  DESIGNATION -  B 209
 LG0331  PID         -  LG0331
 LG0331  STATE/COUNTY-  NE/LANCASTER
 LG0331  USGS QUAD   -  CRETE NORTH (1972)
 LG0331
 LG0331                         *CURRENT SURVEY CONTROL
 LG0331  ___________________________________________________________________
 LG0331* NAD 83(1986)-  40 40 35.     (N)    096 53 35.     (W)     SCALED    
 LG0331* NAVD 88     -       419.214  (meters)    1375.37   (feet)  ADJUSTED  
 LG0331  ___________________________________________________________________
 LG0331  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 LG0331  DYNAMIC HT  -         419.009 (meters)    1374.70  (feet)  COMP
 LG0331  MODELED GRAV-     980,124.1   (mgal)                       NAVD 88
 LG0331
 LG0331  VERT ORDER  -  FIRST     CLASS II
 LG0331
 LG0331.The horizontal coordinates were scaled from a topographic map and have
 LG0331.an estimated accuracy of +/- 6 seconds.
 LG0331
 LG0331.The orthometric height was determined by differential leveling
 LG0331.and adjusted by the National Geodetic Survey in June 1991..
 LG0331
 LG0331.The geoid height was determined by GEOID03.
 LG0331
 LG0331.The dynamic height is computed by dividing the NAVD 88
 LG0331.geopotential number by the normal gravity value computed on the
 LG0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0331.degrees latitude (g = 980.6199 gals.).
 LG0331
 LG0331.The modeled gravity was interpolated from observed gravity values.
 LG0331
 LG0331;                    North         East    Units  Estimated Accuracy
 LG0331;SPC NE       -    98,320.      762,560.      MT  (+/- 180 meters Scaled)
 LG0331
 LG0331                          SUPERSEDED SURVEY CONTROL
 LG0331
 LG0331  NGVD 29 (??/??/92)  419.091  (m)         1374.97   (f) ADJ UNCH    1 2
 LG0331
 LG0331.Superseded values are not recommended for survey control.
 LG0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0331.See file dsdata.txt to determine how the superseded data were derived.
 LG0331
 LG0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL780049(NAD 83)
 LG0331_MARKER: DB = BENCH MARK DISK
 LG0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0331_SP_SET: SEMAPHORE BASE
 LG0331_STAMPING: B 209 1940
 LG0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0331
 LG0331  HISTORY     - Date     Condition        Report By
 LG0331  HISTORY     - 1940     MONUMENTED       CGS
 LG0331
 LG0331                          STATION DESCRIPTION
 LG0331
 LG0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0331'5 MI SW FROM DENTON.
 LG0331'5.0 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0331'RAILROAD FROM THE STATION AT DENTON, LANCASTER COUNTY, MIDWAY
 LG0331'BETWEEN MILEPOSTS 74 AND 75, 29 FEET SOUTHWEST OF A SIGNAL
 LG0331'BATTERY BOX, AT A SEMAPHORE, IN THE TOP OF THE NORTHEAST CORNER
 LG0331'OF THE CONCRETE BASE, AND 10 FEET EAST OF THE CENTERLINE OF THE
 LG0331'TRACK.  A STANDARD DISK, STAMPED B 209 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0176 ***********************************************************************
 NO0176  DESIGNATION -  B 21
 NO0176  PID         -  NO0176
 NO0176  STATE/COUNTY-  NE/CHERRY
 NO0176  USGS QUAD   -  KENNEDY (1985)
 NO0176
 NO0176                         *CURRENT SURVEY CONTROL
 NO0176  ___________________________________________________________________
 NO0176* NAD 83(1986)-  42 31 57.     (N)    100 49 44.     (W)     SCALED    
 NO0176* NAVD 88     -       926.327  (meters)    3039.12   (feet)  ADJUSTED  
 NO0176  ___________________________________________________________________
 NO0176  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 NO0176  DYNAMIC HT  -         925.898 (meters)    3037.72  (feet)  COMP
 NO0176  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 NO0176
 NO0176  VERT ORDER  -  FIRST     CLASS II
 NO0176
 NO0176.The horizontal coordinates were scaled from a topographic map and have
 NO0176.an estimated accuracy of +/- 6 seconds.
 NO0176
 NO0176.The orthometric height was determined by differential leveling
 NO0176.and adjusted by the National Geodetic Survey in June 1991..
 NO0176
 NO0176.The geoid height was determined by GEOID03.
 NO0176
 NO0176.The dynamic height is computed by dividing the NAVD 88
 NO0176.geopotential number by the normal gravity value computed on the
 NO0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0176.degrees latitude (g = 980.6199 gals.).
 NO0176
 NO0176.The modeled gravity was interpolated from observed gravity values.
 NO0176
 NO0176;                    North         East    Units  Estimated Accuracy
 NO0176;SPC NE       -   300,020.      431,920.      MT  (+/- 180 meters Scaled)
 NO0176
 NO0176                          SUPERSEDED SURVEY CONTROL
 NO0176
 NO0176  NGVD 29 (02/14/92)  926.027  (m)         3038.14   (f) ADJUSTED    1 2
 NO0176
 NO0176.Superseded values are not recommended for survey control.
 NO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0176.See file dsdata.txt to determine how the superseded data were derived.
 NO0176
 NO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN498105(NAD 83)
 NO0176_MARKER: DB = BENCH MARK DISK
 NO0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0176_SP_SET: CONCRETE POST
 NO0176_STAMPING: B 21 1933 3038.091
 NO0176_MARK LOGO: CGS   
 NO0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0176+STABILITY: SURFACE MOTION
 NO0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0176+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1991
 NO0176
 NO0176  HISTORY     - Date     Condition        Report By
 NO0176  HISTORY     - 1933     MONUMENTED       CGS
 NO0176  HISTORY     - 1934     GOOD             NGS
 NO0176  HISTORY     - 19910804 GOOD             NGS
 NO0176
 NO0176                          STATION DESCRIPTION
 NO0176
 NO0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0176'36.3 MI SW FROM VALENTINE.
 NO0176'1.4 MILES SOUTHWEST ALONG A ROAD FROM KENNEDY, CHERRY COUNTY,
 NO0176'1.5 MILES SOUTH OF THE L.C. BEEL RANCH IN 1933, AT TINY TOWN,
 NO0176'AT THE JUNCTION OF ROADS LEADING TO MULLEN AND KENNEDY, 125 FEET
 NO0176'EAST OF AN ELK SERVICE STATION IN 1933, 45 FEET EAST OF THE
 NO0176'ROAD, AND AT A SECTION-LINE FENCE.  A STANDARD DISK, STAMPED
 NO0176'3038.091 B 21 1933 AND SET IN THE TOP OF A CONCRETE POST
 NO0176'PROJECTION 6 INCHES ABOVE GROUND.
 NO0176
 NO0176                          STATION RECOVERY (1991)
 NO0176
 NO0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0176'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0176'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 34.0 KM (21.10 MI) WESTERLY
 NO0176'ALONG STATE HIGHWAY SPUR 16B, AT AN AREA KNOWN LOCALLY AS TINY TOWN,
 NO0176'76.5 M (251.0 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTER, 26.0 M
 NO0176'(85.3 FT) NORTHEAST OF A UTILITY POLE WITH 3 GUY CABLES, 13.9 M (45.6
 NO0176'FT) NORTH OF A UTILITY BRACE POLE WITH 3 GUY CABLES, 9.5 M (31.2 FT)
 NO0176'EAST OF A FENCE CORNER, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 NO0176'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 NO0176'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0418 ***********************************************************************
 LG0418  DESIGNATION -  B 210
 LG0418  PID         -  LG0418
 LG0418  STATE/COUNTY-  NE/SALINE
 LG0418  USGS QUAD   -  DORCHESTER (1964)
 LG0418
 LG0418                         *CURRENT SURVEY CONTROL
 LG0418  ___________________________________________________________________
 LG0418* NAD 83(1986)-  40 38 24.     (N)    097 05 20.     (W)     SCALED    
 LG0418* NAVD 88     -       449.283  (meters)    1474.02   (feet)  ADJUSTED  
 LG0418  ___________________________________________________________________
 LG0418  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0418  DYNAMIC HT  -         449.035 (meters)    1473.21  (feet)  COMP
 LG0418  MODELED GRAV-     980,059.7   (mgal)                       NAVD 88
 LG0418
 LG0418  VERT ORDER  -  FIRST     CLASS II
 LG0418
 LG0418.The horizontal coordinates were scaled from a topographic map and have
 LG0418.an estimated accuracy of +/- 6 seconds.
 LG0418
 LG0418.The orthometric height was determined by differential leveling
 LG0418.and adjusted by the National Geodetic Survey in June 1991..
 LG0418.WARNING-Repeat measurements at this control monument indicate possible
 LG0418.vertical movement.
 LG0418
 LG0418.The geoid height was determined by GEOID03.
 LG0418
 LG0418.The dynamic height is computed by dividing the NAVD 88
 LG0418.geopotential number by the normal gravity value computed on the
 LG0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0418.degrees latitude (g = 980.6199 gals.).
 LG0418
 LG0418.The modeled gravity was interpolated from observed gravity values.
 LG0418
 LG0418;                    North         East    Units  Estimated Accuracy
 LG0418;SPC NE       -    93,710.      746,150.      MT  (+/- 180 meters Scaled)
 LG0418
 LG0418                          SUPERSEDED SURVEY CONTROL
 LG0418
 LG0418  NGVD 29 (??/??/92)  449.124  (m)         1473.50   (f) ADJ UNCH    1 2
 LG0418
 LG0418.Superseded values are not recommended for survey control.
 LG0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0418.See file dsdata.txt to determine how the superseded data were derived.
 LG0418
 LG0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL616005(NAD 83)
 LG0418_MARKER: DB = BENCH MARK DISK
 LG0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0418_STAMPING: B 210 1940
 LG0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0418+STABILITY: SURFACE MOTION
 LG0418
 LG0418  HISTORY     - Date     Condition        Report By
 LG0418  HISTORY     - 1940     MONUMENTED       CGS
 LG0418  HISTORY     - 1961     GOOD             NGS
 LG0418  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0418
 LG0418                          STATION DESCRIPTION
 LG0418
 LG0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0418'1.7 MI E FROM DORCHESTER.
 LG0418'1.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0418'FROM THE STATION AT DORCHESTER, 117 FEET WEST OF A WHISTLE POST,
 LG0418'110 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 33, 26.5 FEET
 LG0418'SOUTH OF THE SOUTH RAIL, 1.5 FEET NORTH OF A METAL WITNESS POST
 LG0418'WITH SIGN, AT THE WEST END OF A SMALL CUT, SET IN TOP OF A
 LG0418'SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.
 LG0418
 LG0418                          STATION RECOVERY (1991)
 LG0418
 LG0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0418'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1392 ***********************************************************************
 MK1392  DESIGNATION -  B 211
 MK1392  PID         -  MK1392
 MK1392  STATE/COUNTY-  NE/MERRICK
 MK1392  USGS QUAD   -  SILVER CREEK (1958)
 MK1392
 MK1392                         *CURRENT SURVEY CONTROL
 MK1392  ___________________________________________________________________
 MK1392* NAD 83(1986)-  41 18 58.     (N)    097 39 48.     (W)     SCALED    
 MK1392* NAVD 88     -       472.516  (meters)    1550.25   (feet)  ADJUSTED  
 MK1392  ___________________________________________________________________
 MK1392  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 MK1392  DYNAMIC HT  -         472.298 (meters)    1549.53  (feet)  COMP
 MK1392  MODELED GRAV-     980,147.8   (mgal)                       NAVD 88
 MK1392
 MK1392  VERT ORDER  -  FIRST     CLASS II
 MK1392
 MK1392.The horizontal coordinates were scaled from a topographic map and have
 MK1392.an estimated accuracy of +/- 6 seconds.
 MK1392
 MK1392.The orthometric height was determined by differential leveling
 MK1392.and adjusted by the National Geodetic Survey in June 1991..
 MK1392
 MK1392.The geoid height was determined by GEOID03.
 MK1392
 MK1392.The dynamic height is computed by dividing the NAVD 88
 MK1392.geopotential number by the normal gravity value computed on the
 MK1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1392.degrees latitude (g = 980.6199 gals.).
 MK1392
 MK1392.The modeled gravity was interpolated from observed gravity values.
 MK1392
 MK1392;                    North         East    Units  Estimated Accuracy
 MK1392;SPC NE       -   167,270.      695,560.      MT  (+/- 180 meters Scaled)
 MK1392
 MK1392                          SUPERSEDED SURVEY CONTROL
 MK1392
 MK1392  NGVD 29 (??/??/92)  472.316  (m)         1549.59   (f) ADJ UNCH    1 2
 MK1392
 MK1392.Superseded values are not recommended for survey control.
 MK1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1392.See file dsdata.txt to determine how the superseded data were derived.
 MK1392
 MK1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL118747(NAD 83)
 MK1392_MARKER: DB = BENCH MARK DISK
 MK1392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1392_SP_SET: CONCRETE FOOTING
 MK1392_STAMPING: B 211 1940
 MK1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1392
 MK1392  HISTORY     - Date     Condition        Report By
 MK1392  HISTORY     - 1940     MONUMENTED       CGS
 MK1392  HISTORY     - 1958     MARK NOT FOUND   USGS
 MK1392
 MK1392                          STATION DESCRIPTION
 MK1392
 MK1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1392'AT SILVER CREEK.
 MK1392'AT SILVER CREEK BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 MK1392'UNION PACIFIC RR., 312 FEET WEST OF RR STATION, 84 FEET NORTH
 MK1392'OF CENTERLINE OF NORTH MAIN TRACK, B.M. IS SET FLUSH AND
 MK1392'HORIZONTALLY IN TOP OF THE EAST MOST FOOTING OF THE TWO SOUTH
 MK1392'CONCRETE FOOTINGS OF RR. WATER TANK.  NO 4 X 4 INCH WOODEN POST
 MK1392'WAS SET BECAUSE WATER TANK SERVES AS LANDMARK.
 MK1392
 MK1392                          STATION RECOVERY (1958)
 MK1392
 MK1392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MK1392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1368 ***********************************************************************
 MK1368  DESIGNATION -  B 212
 MK1368  PID         -  MK1368
 MK1368  STATE/COUNTY-  NE/MERRICK
 MK1368  USGS QUAD   -  POLK NW (1962)
 MK1368
 MK1368                         *CURRENT SURVEY CONTROL
 MK1368  ___________________________________________________________________
 MK1368* NAD 83(1986)-  41 08 30.     (N)    097 57 34.     (W)     SCALED    
 MK1368* NAVD 88     -       510.615  (meters)    1675.24   (feet)  ADJUSTED  
 MK1368  ___________________________________________________________________
 MK1368  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 MK1368  DYNAMIC HT  -         510.364 (meters)    1674.42  (feet)  COMP
 MK1368  MODELED GRAV-     980,116.7   (mgal)                       NAVD 88
 MK1368
 MK1368  VERT ORDER  -  FIRST     CLASS II
 MK1368
 MK1368.The horizontal coordinates were scaled from a topographic map and have
 MK1368.an estimated accuracy of +/- 6 seconds.
 MK1368
 MK1368.The orthometric height was determined by differential leveling
 MK1368.and adjusted by the National Geodetic Survey in June 1991..
 MK1368
 MK1368.The geoid height was determined by GEOID03.
 MK1368
 MK1368.The dynamic height is computed by dividing the NAVD 88
 MK1368.geopotential number by the normal gravity value computed on the
 MK1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1368.degrees latitude (g = 980.6199 gals.).
 MK1368
 MK1368.The modeled gravity was interpolated from observed gravity values.
 MK1368
 MK1368;                    North         East    Units  Estimated Accuracy
 MK1368;SPC NE       -   147,280.      671,240.      MT  (+/- 180 meters Scaled)
 MK1368
 MK1368                          SUPERSEDED SURVEY CONTROL
 MK1368
 MK1368  NGVD 29 (??/??/92)  510.400  (m)         1674.54   (f) ADJ UNCH    1 2
 MK1368
 MK1368.Superseded values are not recommended for survey control.
 MK1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1368.See file dsdata.txt to determine how the superseded data were derived.
 MK1368
 MK1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL873550(NAD 83)
 MK1368_MARKER: DB = BENCH MARK DISK
 MK1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1368_STAMPING: B 212 1940
 MK1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1368+STABILITY: SURFACE MOTION
 MK1368
 MK1368  HISTORY     - Date     Condition        Report By
 MK1368  HISTORY     - 1940     MONUMENTED       CGS
 MK1368  HISTORY     - 1950     GOOD             NGS
 MK1368
 MK1368                          STATION DESCRIPTION
 MK1368
 MK1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1368'3 MI NE FROM CENTRAL CITY.
 MK1368'3.0 MILES NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT
 MK1368'CENTRAL CITY.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION
 MK1368'PACIFIC RR., 590 FEET NORTHEAST OF MILEPOST NO. 122, 55 FEET NORTH
 MK1368'OF CENTERLINE OF U.S. HIGHWAY NO. 30, 42 FEET SOUTH OF CENTERLINE
 MK1368'OF SOUTH MAIN TRACK, 11 FEET SOUTHWEST OF THE SIXTH TELEGRAPH
 MK1368'POLE NORTHEAST OF MILEPOST NO. 122, 3.0 FEET NORTHEAST OF 4 X 4
 MK1368'INCH WHITE WOODEN POST PROJECTING 2.0 FEET, IN LINE WITH TELEGRAPH
 MK1368'POLES.  MONUMENT PROJECTS 0.5 FOOT.
 MK1368
 MK1368                          STATION RECOVERY (1950)
 MK1368
 MK1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK1368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1139 ***********************************************************************
 MK1139  DESIGNATION -  B 213
 MK1139  PID         -  MK1139
 MK1139  STATE/COUNTY-  NE/MADISON
 MK1139  USGS QUAD   -  MADISON (1976)
 MK1139
 MK1139                         *CURRENT SURVEY CONTROL
 MK1139  ___________________________________________________________________
 MK1139* NAD 83(1986)-  41 48 03.     (N)    097 28 31.     (W)     SCALED    
 MK1139* NAVD 88     -       488.039  (meters)    1601.17   (feet)  ADJUSTED  
 MK1139  ___________________________________________________________________
 MK1139  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 MK1139  DYNAMIC HT  -         487.842 (meters)    1600.53  (feet)  COMP
 MK1139  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 MK1139
 MK1139  VERT ORDER  -  FIRST     CLASS II
 MK1139
 MK1139.The horizontal coordinates were scaled from a topographic map and have
 MK1139.an estimated accuracy of +/- 6 seconds.
 MK1139
 MK1139.The orthometric height was determined by differential leveling
 MK1139.and adjusted by the National Geodetic Survey in June 1991..
 MK1139
 MK1139.The geoid height was determined by GEOID03.
 MK1139
 MK1139.The dynamic height is computed by dividing the NAVD 88
 MK1139.geopotential number by the normal gravity value computed on the
 MK1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1139.degrees latitude (g = 980.6199 gals.).
 MK1139
 MK1139.The modeled gravity was interpolated from observed gravity values.
 MK1139
 MK1139;                    North         East    Units  Estimated Accuracy
 MK1139;SPC NE       -   221,510.      709,730.      MT  (+/- 180 meters Scaled)
 MK1139
 MK1139                          SUPERSEDED SURVEY CONTROL
 MK1139
 MK1139  NGVD 29 (??/??/92)  487.859  (m)         1600.58   (f) ADJ UNCH    1 2
 MK1139
 MK1139.Superseded values are not recommended for survey control.
 MK1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1139.See file dsdata.txt to determine how the superseded data were derived.
 MK1139
 MK1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM266287(NAD 83)
 MK1139_MARKER: DB = BENCH MARK DISK
 MK1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1139_STAMPING: B 213 1940
 MK1139_MARK LOGO: CGS   
 MK1139_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1139+STABILITY: SURFACE MOTION
 MK1139
 MK1139  HISTORY     - Date     Condition        Report By
 MK1139  HISTORY     - 1940     MONUMENTED       CGS
 MK1139  HISTORY     - 19891103 GOOD             NEDR
 MK1139
 MK1139                          STATION DESCRIPTION
 MK1139
 MK1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1139'2 MI SW FROM MADISON.
 MK1139'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 86
 MK1139'FEET NORTHEAST OF CENTER OF INTERSECTION OF EAST-WEST GRADED
 MK1139'DIRT ROAD AND TRACK, 57 FEET NORTH OF CENTERLINE OF ROAD, 49
 MK1139'FEET EAST OF CENTERLINE OF TRACK, 3.0 FEET SOUTH OF 4 X 4 INCH
 MK1139'WHITE WOODEN POST PROJECTING 2.0 FEET, 1.0 FOOT WEST OF
 MK1139'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT.
 MK1139
 MK1139                          STATION RECOVERY (1989)
 MK1139
 MK1139'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1989 (HED)
 MK1139'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 32, AT
 MK1139'MADISON, PROCEED SOUTH ON HIGHWAY 81 FOR 2.4 MI (3.9 KM) TO A COUNTY
 MK1139'ROAD INTERSECTION.  TURN RIGHT AND GO WEST FOR 0.55 MI (0.89 KM) TO
 MK1139'THE MARK, 86 FT (26.2 M) NORTHEAST OF A RAILROAD CROSSING, 58.4 FT
 MK1139'(17.8 M) NORTH FROM THE CENTERLINE OF THE EAST/WEST COUNTY ROAD, 46 FT
 MK1139'(14.0 M) EAST OF INSIDE OF THE EAST RAIL, 1 FT (0.3 M) WEST OF THE
 MK1139'EAST RAILROAD RIGHT-OF-WAY FENCE AND SET INTO THE TOP OF A CONCRETE
 MK1139'POST THAT IS RECESSED 0.4 FT (12.2 CM) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1150 ***********************************************************************
 NM1150  DESIGNATION -  B 214 RESET
 NM1150  PID         -  NM1150
 NM1150  STATE/COUNTY-  NE/PIERCE
 NM1150  USGS QUAD   -  WEE TOWN (1976)
 NM1150
 NM1150                         *CURRENT SURVEY CONTROL
 NM1150  ___________________________________________________________________
 NM1150* NAD 83(1986)-  42 09 57.     (N)    097 29 37.     (W)     SCALED    
 NM1150* NAVD 88     -       479.68   (meters)    1573.8    (feet)  RESET     
 NM1150  ___________________________________________________________________
 NM1150  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 NM1150
 NM1150  VERT ORDER  -  THIRD
 NM1150
 NM1150.The horizontal coordinates were scaled from a topographic map and have
 NM1150.an estimated accuracy of +/- 6 seconds.
 NM1150
 NM1150.The orthometric height was computed from unverified reset data.
 NM1150.No vertical observational check was made to the station.
 NM1150
 NM1150.The geoid height was determined by GEOID03.
 NM1150
 NM1150;                    North         East    Units  Estimated Accuracy
 NM1150;SPC NE       -   261,970.      707,030.      MT  (+/- 180 meters Scaled)
 NM1150
 NM1150                          SUPERSEDED SURVEY CONTROL
 NM1150
 NM1150  NGVD 29 (08/02/06)  479.50   (m)         1573.2    (f) RESET       3  
 NM1150
 NM1150.Superseded values are not recommended for survey control.
 NM1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1150.See file dsdata.txt to determine how the superseded data were derived.
 NM1150
 NM1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM244692(NAD 83)
 NM1150_MARKER: DB = BENCH MARK DISK
 NM1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1150_STAMPING: B 214 RESET 1974
 NM1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1150+STABILITY: SURFACE MOTION
 NM1150
 NM1150  HISTORY     - Date     Condition        Report By
 NM1150  HISTORY     - 1974     MONUMENTED       NEDR
 NM1150
 NM1150                          STATION DESCRIPTION
 NM1150
 NM1150'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1974
 NM1150'2.8 MI SE FROM PIERCE.
 NM1150'2.8 MILES SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 NM1150'FROM THE STATION IN PIERCE, PIERCE COUNTY, 0.2 MILE NORTH OF THE
 NM1150'CROSSING OF A SECTION LINE ROAD, 181 FEET WEST OF THE CENTERLINE
 NM1150'OF THE TRACK, 71 FEET WEST OF THE CENTERLINE OF NEBRASKA
 NM1150'HIGHWAY 13 (STA. 683+08), 23 FEET SOUTHEAST OF AN 18 INCH TREE,
 NM1150'24.5 FEET EAST OF A 12 INCH TREE AND 2.5 FEET SOUTHWEST OF A
 NM1150'WHITE WOODEN WITNESS POST.  SET IN TOP OF A CONCRETE POST
 NM1150'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0103 ***********************************************************************
 NP0103  DESIGNATION -  B 215
 NP0103  PID         -  NP0103
 NP0103  STATE/COUNTY-  NE/SHERIDAN
 NP0103  USGS QUAD   -  ELLSWORTH (1989)
 NP0103
 NP0103                         *CURRENT SURVEY CONTROL
 NP0103  ___________________________________________________________________
 NP0103* NAD 83(1986)-  42 03 51.     (N)    102 19 54.     (W)     SCALED    
 NP0103* NAVD 88     -      1197.004  (meters)    3927.17   (feet)  ADJUSTED  
 NP0103  ___________________________________________________________________
 NP0103  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 NP0103  DYNAMIC HT  -        1196.304 (meters)    3924.87  (feet)  COMP
 NP0103  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 NP0103
 NP0103  VERT ORDER  -  SECOND    CLASS 0
 NP0103
 NP0103.The horizontal coordinates were scaled from a topographic map and have
 NP0103.an estimated accuracy of +/- 6 seconds.
 NP0103
 NP0103.The orthometric height was determined by differential leveling
 NP0103.and adjusted by the National Geodetic Survey in June 1991..
 NP0103
 NP0103.The geoid height was determined by GEOID03.
 NP0103
 NP0103.The dynamic height is computed by dividing the NAVD 88
 NP0103.geopotential number by the normal gravity value computed on the
 NP0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0103.degrees latitude (g = 980.6199 gals.).
 NP0103
 NP0103.The modeled gravity was interpolated from observed gravity values.
 NP0103
 NP0103;                    North         East    Units  Estimated Accuracy
 NP0103;SPC NE       -   250,280.      307,090.      MT  (+/- 180 meters Scaled)
 NP0103
 NP0103                          SUPERSEDED SURVEY CONTROL
 NP0103
 NP0103  NGVD 29 (??/??/92) 1196.436  (m)         3925.31   (f) ADJ UNCH    2 0
 NP0103
 NP0103.Superseded values are not recommended for survey control.
 NP0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0103.See file dsdata.txt to determine how the superseded data were derived.
 NP0103
 NP0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG207603(NAD 83)
 NP0103_MARKER: DB = BENCH MARK DISK
 NP0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0103_STAMPING: B 215 1940
 NP0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0103+STABILITY: SURFACE MOTION
 NP0103
 NP0103  HISTORY     - Date     Condition        Report By
 NP0103  HISTORY     - 1940     MONUMENTED       CGS
 NP0103
 NP0103                          STATION DESCRIPTION
 NP0103
 NP0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0103'2.6 MI E FROM ELLSWORTH.
 NP0103'2.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0103'FROM THE STATION AT ELLSWORTH, SHERIDAN COUNTY, 585 FEET WEST
 NP0103'OF MILEPOST 337, 115 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 NP0103'43 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 2, AT THE
 NP0103'EAST SIDE OF A SMALL HILL, SOUTH OF A SMALL POND, AND 3.0 FEET
 NP0103'WEST OF A 4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE
 NP0103'GROUND.  A STANDARD DISK, B 215 1940 AND SET IN THE TOP OF A
 NP0103'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0555 ***********************************************************************
 LF0555  DESIGNATION -  B 216
 LF0555  PID         -  LF0555
 LF0555  STATE/COUNTY-  NE/RICHARDSON
 LF0555  USGS QUAD   -  HUMBOLDT (1965)
 LF0555
 LF0555                         *CURRENT SURVEY CONTROL
 LF0555  ___________________________________________________________________
 LF0555* NAD 83(1986)-  40 08 49.     (N)    095 59 47.     (W)     SCALED    
 LF0555* NAVD 88     -       303.849  (meters)     996.88   (feet)  ADJUSTED  
 LF0555  ___________________________________________________________________
 LF0555  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LF0555  DYNAMIC HT  -         303.682 (meters)     996.33  (feet)  COMP
 LF0555  MODELED GRAV-     980,066.2   (mgal)                       NAVD 88
 LF0555
 LF0555  VERT ORDER  -  SECOND    CLASS 0
 LF0555
 LF0555.The horizontal coordinates were scaled from a topographic map and have
 LF0555.an estimated accuracy of +/- 6 seconds.
 LF0555
 LF0555.The orthometric height was determined by differential leveling
 LF0555.and adjusted by the National Geodetic Survey in June 1991..
 LF0555
 LF0555.The geoid height was determined by GEOID03.
 LF0555
 LF0555.The dynamic height is computed by dividing the NAVD 88
 LF0555.geopotential number by the normal gravity value computed on the
 LF0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0555.degrees latitude (g = 980.6199 gals.).
 LF0555
 LF0555.The modeled gravity was interpolated from observed gravity values.
 LF0555
 LF0555;                    North         East    Units  Estimated Accuracy
 LF0555;SPC NE       -    42,720.      841,010.      MT  (+/- 180 meters Scaled)
 LF0555
 LF0555                          SUPERSEDED SURVEY CONTROL
 LF0555
 LF0555  NGVD 29 (??/??/92)  303.764  (m)          996.60   (f) ADJ UNCH    2 0
 LF0555
 LF0555.Superseded values are not recommended for survey control.
 LF0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0555.See file dsdata.txt to determine how the superseded data were derived.
 LF0555
 LF0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE447483(NAD 83)
 LF0555_MARKER: DB = BENCH MARK DISK
 LF0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0555_SP_SET: CULVERT
 LF0555_STAMPING: B 216 1945
 LF0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0555
 LF0555  HISTORY     - Date     Condition        Report By
 LF0555  HISTORY     - 1945     MONUMENTED       CGS
 LF0555  HISTORY     - 1981     GOOD             LOCSUR
 LF0555
 LF0555                          STATION DESCRIPTION
 LF0555
 LF0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0555'2.9 MI W FROM HUMBOLDT.
 LF0555'2.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0555'FROM THE STATION AT HUMBOLDT, 5 POLES WEST OF MILEPOST 43, 130
 LF0555'FEET WEST SOUTH-WEST ACROSS THE TRACK FROM SEMAPHORE 43.07,
 LF0555'89 FEET SOUTHEAST OF THE EAST END OF A SWITCH TRACK, AT A CONCRETE
 LF0555'CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 18
 LF0555'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 5 FEET
 LF0555'LOWER THAN THE TRACK.  AN IRON BENCH-MARK DISK, STAMPED B 216 1945.
 LF0555
 LF0555                          STATION RECOVERY (1981)
 LF0555
 LF0555'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0169 ***********************************************************************
 NN0169  DESIGNATION -  B 217
 NN0169  PID         -  NN0169
 NN0169  STATE/COUNTY-  NE/HOLT
 NN0169  USGS QUAD   -  PAGE (1986)
 NN0169
 NN0169                         *CURRENT SURVEY CONTROL
 NN0169  ___________________________________________________________________
 NN0169* NAD 83(1986)-  42 23 38.     (N)    098 25 02.     (W)     SCALED    
 NN0169* NAVD 88     -       593.771  (meters)    1948.06   (feet)  ADJUSTED  
 NN0169  ___________________________________________________________________
 NN0169  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 NN0169  DYNAMIC HT  -         593.536 (meters)    1947.29  (feet)  COMP
 NN0169  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 NN0169
 NN0169  VERT ORDER  -  FIRST     CLASS II
 NN0169
 NN0169.The horizontal coordinates were scaled from a topographic map and have
 NN0169.an estimated accuracy of +/- 6 seconds.
 NN0169
 NN0169.The orthometric height was determined by differential leveling
 NN0169.and adjusted by the National Geodetic Survey in June 1991..
 NN0169
 NN0169.The geoid height was determined by GEOID03.
 NN0169
 NN0169.The dynamic height is computed by dividing the NAVD 88
 NN0169.geopotential number by the normal gravity value computed on the
 NN0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0169.degrees latitude (g = 980.6199 gals.).
 NN0169
 NN0169.The modeled gravity was interpolated from observed gravity values.
 NN0169
 NN0169;                    North         East    Units  Estimated Accuracy
 NN0169;SPC NE       -   285,490.      630,290.      MT  (+/- 180 meters Scaled)
 NN0169
 NN0169                          SUPERSEDED SURVEY CONTROL
 NN0169
 NN0169  NGVD 29 (??/??/92)  593.566  (m)         1947.39   (f) ADJ UNCH    1 2
 NN0169
 NN0169.Superseded values are not recommended for survey control.
 NN0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0169.See file dsdata.txt to determine how the superseded data were derived.
 NN0169
 NN0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM479936(NAD 83)
 NN0169_MARKER: DB = BENCH MARK DISK
 NN0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0169_STAMPING: B 217 1946
 NN0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0169+STABILITY: SURFACE MOTION
 NN0169
 NN0169  HISTORY     - Date     Condition        Report By
 NN0169  HISTORY     - 1946     MONUMENTED       CGS
 NN0169  HISTORY     - 1964     GOOD             NGS
 NN0169
 NN0169                          STATION DESCRIPTION
 NN0169
 NN0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0169'0.6 MI S FROM PAGE.
 NN0169'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0169'PAGE, HOLT COUNTY, AT THE INTERSECTION OF AN EAST-AND-WEST DIRT
 NN0169'ROAD, 54 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 42.6
 NN0169'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET EAST OF THE
 NN0169'NORTH END OF THE EAST HEADWALL OF A CULVERT, 1 FOOT SOUTH OF A
 NN0169'WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE HIGHWAY.
 NN0169'A STANDARD DISK, STAMPED B 217 1946 AND SET IN THE TOP OF A
 NN0169'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THE
 NN0169'STATE HIGHWAY 108 SHOULD BE CHANGED TO READ STATE SPUR 320.
 NN0169'A STEEL POST IS ONE FOOT SOUTH OF THE B.M.
 NN0169
 NN0169                          STATION RECOVERY (1964)
 NN0169
 NN0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NN0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0212 ***********************************************************************
 NN0212  DESIGNATION -  B 218
 NN0212  PID         -  NN0212
 NN0212  STATE/COUNTY-  NE/HOLT
 NN0212  USGS QUAD   -  EMMET (1986)
 NN0212
 NN0212                         *CURRENT SURVEY CONTROL
 NN0212  ___________________________________________________________________
 NN0212* NAD 83(1986)-  42 28 53.     (N)    098 52 23.     (W)     SCALED    
 NN0212* NAVD 88     -       624.652  (meters)    2049.38   (feet)  ADJUSTED  
 NN0212  ___________________________________________________________________
 NN0212  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 NN0212  DYNAMIC HT  -         624.404 (meters)    2048.57  (feet)  COMP
 NN0212  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 NN0212
 NN0212  VERT ORDER  -  FIRST     CLASS II
 NN0212
 NN0212.The horizontal coordinates were scaled from a topographic map and have
 NN0212.an estimated accuracy of +/- 6 seconds.
 NN0212
 NN0212.The orthometric height was determined by differential leveling
 NN0212.and adjusted by the National Geodetic Survey in June 1991..
 NN0212
 NN0212.The geoid height was determined by GEOID03.
 NN0212
 NN0212.The dynamic height is computed by dividing the NAVD 88
 NN0212.geopotential number by the normal gravity value computed on the
 NN0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0212.degrees latitude (g = 980.6199 gals.).
 NN0212
 NN0212.The modeled gravity was interpolated from observed gravity values.
 NN0212
 NN0212;                    North         East    Units  Estimated Accuracy
 NN0212;SPC NE       -   294,620.      592,640.      MT  (+/- 180 meters Scaled)
 NN0212
 NN0212                          SUPERSEDED SURVEY CONTROL
 NN0212
 NN0212  NGVD 29 (??/??/92)  624.429  (m)         2048.65   (f) ADJ UNCH    1 2
 NN0212
 NN0212.Superseded values are not recommended for survey control.
 NN0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0212.See file dsdata.txt to determine how the superseded data were derived.
 NN0212
 NN0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN104032(NAD 83)
 NN0212_MARKER: DB = BENCH MARK DISK
 NN0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0212_STAMPING: B 218 1946
 NN0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0212+STABILITY: SURFACE MOTION
 NN0212
 NN0212  HISTORY     - Date     Condition        Report By
 NN0212  HISTORY     - 1946     MONUMENTED       CGS
 NN0212  HISTORY     - 1982     GOOD             LOCSUR
 NN0212
 NN0212                          STATION DESCRIPTION
 NN0212
 NN0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0212'3.4 MI W FROM EMMET.
 NN0212'3.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0212'THE STATION AT EMMET, HOLT COUNTY, 10 POLES WEST OF MILEPOST
 NN0212'167, AT A SECTION-LINE ROAD CROSSING, 64 FEET WEST OF THE
 NN0212'CENTERLINE OF THE ROAD, 48 FEET SOUTH OF THE CENTERLINE OF THE
 NN0212'TRACK, 35 FEET WEST OF A FENCE CORNER, 23 FEET NORTHEAST OF A
 NN0212'20-INCH COTTONWOOD TREE, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE,
 NN0212'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER
 NN0212'THAN THE TRACK.  A STANDARD DISK, STAMPED B 218 1946 AND SET IN
 NN0212'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0212
 NN0212                          STATION RECOVERY (1982)
 NN0212
 NN0212'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0407 ***********************************************************************
 NN0407  DESIGNATION -  B 219
 NN0407  PID         -  NN0407
 NN0407  STATE/COUNTY-  NE/HOLT
 NN0407  USGS QUAD   -  DUSTIN (1951)
 NN0407
 NN0407                         *CURRENT SURVEY CONTROL
 NN0407  ___________________________________________________________________
 NN0407* NAD 83(1986)-  42 49 29.     (N)    099 06 45.     (W)     SCALED    
 NN0407* NAVD 88     -       576.007  (meters)    1889.78   (feet)  ADJUSTED  
 NN0407  ___________________________________________________________________
 NN0407  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 NN0407  DYNAMIC HT  -         575.797 (meters)    1889.09  (feet)  COMP
 NN0407  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 NN0407
 NN0407  VERT ORDER  -  SECOND    CLASS 0
 NN0407
 NN0407.The horizontal coordinates were scaled from a topographic map and have
 NN0407.an estimated accuracy of +/- 6 seconds.
 NN0407
 NN0407.The orthometric height was determined by differential leveling
 NN0407.and adjusted by the National Geodetic Survey in June 1991..
 NN0407
 NN0407.The geoid height was determined by GEOID03.
 NN0407
 NN0407.The dynamic height is computed by dividing the NAVD 88
 NN0407.geopotential number by the normal gravity value computed on the
 NN0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0407.degrees latitude (g = 980.6199 gals.).
 NN0407
 NN0407.The modeled gravity was interpolated from observed gravity values.
 NN0407
 NN0407;                    North         East    Units  Estimated Accuracy
 NN0407;SPC NE       -   332,520.      572,570.      MT  (+/- 180 meters Scaled)
 NN0407
 NN0407                          SUPERSEDED SURVEY CONTROL
 NN0407
 NN0407  NGVD 29 (??/??/92)  575.763  (m)         1888.98   (f) ADJ UNCH    2 0
 NN0407
 NN0407.Superseded values are not recommended for survey control.
 NN0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0407.See file dsdata.txt to determine how the superseded data were derived.
 NN0407
 NN0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN908413(NAD 83)
 NN0407_MARKER: DB = BENCH MARK DISK
 NN0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0407_STAMPING: B 219 1946
 NN0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0407+STABILITY: SURFACE MOTION
 NN0407
 NN0407  HISTORY     - Date     Condition        Report By
 NN0407  HISTORY     - 1946     MONUMENTED       CGS
 NN0407
 NN0407                          STATION DESCRIPTION
 NN0407
 NN0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0407'9.1 MI N FROM STUART.
 NN0407'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0407'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0407'NO. 20, THENCE NORTH 16.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0407'MARK, BENCH MARK IS AT A CURVE IN THE ROAD, 31.0 FEET EAST OF AND
 NN0407'ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 21.0 FEET
 NN0407'SOUTH OF THE EXTENDED LINE OF A FENCE LEADING WEST FROM THE
 NN0407'ROAD, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT NORTH OF A 4 IN X
 NN0407'4 IN MARKER POST.  A BRONZE DISK STAMPED B 219 1946 SET IN THE
 NN0407'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 NN0407'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0190 ***********************************************************************
 MM0190  DESIGNATION -  B 22
 MM0190  PID         -  MM0190
 MM0190  STATE/COUNTY-  NE/HOOKER
 MM0190  USGS QUAD   -  DISMAL RIVER RANCH NE (1985)
 MM0190
 MM0190                         *CURRENT SURVEY CONTROL
 MM0190  ___________________________________________________________________
 MM0190* NAD 83(1986)-  41 57 14.     (N)    101 02 35.     (W)     SCALED    
 MM0190* NAVD 88     -       994.164  (meters)    3261.69   (feet)  ADJUSTED  
 MM0190  ___________________________________________________________________
 MM0190  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 MM0190  DYNAMIC HT  -         993.640 (meters)    3259.97  (feet)  COMP
 MM0190  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 MM0190
 MM0190  VERT ORDER  -  FIRST     CLASS II
 MM0190
 MM0190.The horizontal coordinates were scaled from a topographic map and have
 MM0190.an estimated accuracy of +/- 6 seconds.
 MM0190
 MM0190.The orthometric height was determined by differential leveling
 MM0190.and adjusted by the National Geodetic Survey in June 1994..
 MM0190
 MM0190.The geoid height was determined by GEOID03.
 MM0190
 MM0190.The dynamic height is computed by dividing the NAVD 88
 MM0190.geopotential number by the normal gravity value computed on the
 MM0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0190.degrees latitude (g = 980.6199 gals.).
 MM0190
 MM0190.The modeled gravity was interpolated from observed gravity values.
 MM0190
 MM0190;                    North         East    Units  Estimated Accuracy
 MM0190;SPC NE       -   235,960.      413,550.      MT  (+/- 180 meters Scaled)
 MM0190
 MM0190                          SUPERSEDED SURVEY CONTROL
 MM0190
 MM0190  NAVD 88 (06/15/91)  994.189  (m)         3261.77   (f) UNKNOWN     1 2
 MM0190  NGVD 29 (02/14/92)  993.854  (m)         3260.67   (f) ADJUSTED    1 2
 MM0190
 MM0190.Superseded values are not recommended for survey control.
 MM0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0190.See file dsdata.txt to determine how the superseded data were derived.
 MM0190
 MM0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM306466(NAD 83)
 MM0190_MARKER: DB = BENCH MARK DISK
 MM0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0190_SP_SET: CONCRETE POST
 MM0190_STAMPING: B 22 1933 3260.669
 MM0190_MARK LOGO: CGS   
 MM0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0190+STABILITY: SURFACE MOTION
 MM0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0190+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1991
 MM0190
 MM0190  HISTORY     - Date     Condition        Report By
 MM0190  HISTORY     - 1933     MONUMENTED       CGS
 MM0190  HISTORY     - 1984     GOOD             USGS
 MM0190  HISTORY     - 19910817 GOOD             NGS
 MM0190
 MM0190                          STATION DESCRIPTION
 MM0190
 MM0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0190'6.4 MI S FROM MULLEN.
 MM0190'6.4 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0190'MULLEN, HOOKER COUNTY, 1.0 MILE SOUTH OF PERKINS RANCH, 300
 MM0190'FEET SOUTH OF A CATTLEGUARD, 350 FEET WEST OF THE CENTERLINE
 MM0190'OF THE OLD HIGHWAY, AND 50 FEET NORTH OF A TRAIL LEADING WEST.
 MM0190'A STANDARD DISK, STAMPED 3260.669 B 22 1933 AND SET IN THE
 MM0190'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0190
 MM0190                          STATION RECOVERY (1984)
 MM0190
 MM0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0190'6.4 MILES SOUTH ALONG STATE HIGHWAY 97 FROM MULLEN, HOOKER CO., 1.0
 MM0190'MILES SOUTH OF PERKINS RANCH, 350 FEET WEST OF THE CENTERLINE OF THE
 MM0190'OLD HIGHWAY, AND 50 FEET NORTH OF A TRAIL LEADING WEST 190 FEET SOUTH
 MM0190'OF A FENCE CORNER. A STANDARD DISK, STAMPED '3260 669 B 22 1933' AND
 MM0190'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 FEET ABOVE THE GROUND.
 MM0190
 MM0190                          STATION RECOVERY (1991)
 MM0190
 MM0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0190'9.9 KM (6.15 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0190'OF STATE HIGHWAY 2 IN MULLEN, 155.0 M (508.5 FT) SOUTHWEST OF THE
 MM0190'CENTER OF A FIELD ENTRANCE, 113.9 M (373.7 FT) WEST OF THE HIGHWAY
 MM0190'CENTERLINE, 101.6 M (333.3 FT) WEST OF A WITNESS POST AND FENCE, 1.5
 MM0190'M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 MM0190'0.8 M (2.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0361 ***********************************************************************
 NN0361  DESIGNATION -  B 220
 NN0361  PID         -  NN0361
 NN0361  STATE/COUNTY-  NE/ROCK
 NN0361  USGS QUAD   -  NEWPORT (1954)
 NN0361
 NN0361                         *CURRENT SURVEY CONTROL
 NN0361  ___________________________________________________________________
 NN0361* NAD 83(1986)-  42 35 40.     (N)    099 20 00.     (W)     SCALED    
 NN0361* NAVD 88     -       680.359  (meters)    2232.14   (feet)  ADJUSTED  
 NN0361  ___________________________________________________________________
 NN0361  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 NN0361  DYNAMIC HT  -         680.087 (meters)    2231.25  (feet)  COMP
 NN0361  MODELED GRAV-     980,199.0   (mgal)                       NAVD 88
 NN0361
 NN0361  VERT ORDER  -  FIRST     CLASS II
 NN0361
 NN0361.The horizontal coordinates were scaled from a topographic map and have
 NN0361.an estimated accuracy of +/- 6 seconds.
 NN0361
 NN0361.The orthometric height was determined by differential leveling
 NN0361.and adjusted by the National Geodetic Survey in June 1991..
 NN0361
 NN0361.The geoid height was determined by GEOID03.
 NN0361
 NN0361.The dynamic height is computed by dividing the NAVD 88
 NN0361.geopotential number by the normal gravity value computed on the
 NN0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0361.degrees latitude (g = 980.6199 gals.).
 NN0361
 NN0361.The modeled gravity was interpolated from observed gravity values.
 NN0361
 NN0361;                    North         East    Units  Estimated Accuracy
 NN0361;SPC NE       -   306,780.      554,710.      MT  (+/- 180 meters Scaled)
 NN0361
 NN0361                          SUPERSEDED SURVEY CONTROL
 NN0361
 NN0361  NGVD 29 (??/??/92)  680.120  (m)         2231.36   (f) ADJ UNCH    1 2
 NN0361
 NN0361.Superseded values are not recommended for survey control.
 NN0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0361.See file dsdata.txt to determine how the superseded data were derived.
 NN0361
 NN0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN726158(NAD 83)
 NN0361_MARKER: DB = BENCH MARK DISK
 NN0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0361_STAMPING: B 220 1946
 NN0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0361+STABILITY: SURFACE MOTION
 NN0361
 NN0361  HISTORY     - Date     Condition        Report By
 NN0361  HISTORY     - 1946     MONUMENTED       CGS
 NN0361  HISTORY     - 1982     GOOD             LOCSUR
 NN0361
 NN0361                          STATION DESCRIPTION
 NN0361
 NN0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0361'0.5 MI S FROM NEWPORT.
 NN0361'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0361'NEWPORT, ROCK COUNTY, THENCE 0.3 MILE WEST ALONG U.S. HIGHWAY
 NN0361'20, AT THE INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 110 FEET
 NN0361'NORTH OF THE CENTERLINE OF THE HIGHWAY, 34 FEET WEST OF THE
 NN0361'CENTERLINE OF THE DIRT ROAD, 50 FEET NORTH OF A FENCE CORNER,
 NN0361'45 FEET NORTHEAST OF A 20-INCH COTTONWOOD TREE, 1 FOOT EAST OF
 NN0361'A FENCE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL
 NN0361'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED B 220 1946 AND SET
 NN0361'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NN0361
 NN0361                          STATION RECOVERY (1982)
 NN0361
 NN0361'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1239 ***********************************************************************
 NM1239  DESIGNATION -  B 221
 NM1239  PID         -  NM1239
 NM1239  STATE/COUNTY-  NE/PIERCE
 NM1239  USGS QUAD   -  PIERCE (1976)
 NM1239
 NM1239                         *CURRENT SURVEY CONTROL
 NM1239  ___________________________________________________________________
 NM1239* NAD 83(1986)-  42 12 58.     (N)    097 32 57.     (W)     SCALED    
 NM1239* NAVD 88     -       484.707  (meters)    1590.24   (feet)  ADJUSTED  
 NM1239  ___________________________________________________________________
 NM1239  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 NM1239  DYNAMIC HT  -         484.522 (meters)    1589.64  (feet)  COMP
 NM1239  MODELED GRAV-     980,225.2   (mgal)                       NAVD 88
 NM1239
 NM1239  VERT ORDER  -  SECOND    CLASS I
 NM1239
 NM1239.The horizontal coordinates were scaled from a topographic map and have
 NM1239.an estimated accuracy of +/- 6 seconds.
 NM1239
 NM1239.The orthometric height was determined by differential leveling
 NM1239.and adjusted by the National Geodetic Survey in July 2002..
 NM1239
 NM1239.The geoid height was determined by GEOID03.
 NM1239
 NM1239.The dynamic height is computed by dividing the NAVD 88
 NM1239.geopotential number by the normal gravity value computed on the
 NM1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1239.degrees latitude (g = 980.6199 gals.).
 NM1239
 NM1239.The modeled gravity was interpolated from observed gravity values.
 NM1239
 NM1239;                    North         East    Units  Estimated Accuracy
 NM1239;SPC NE       -   267,420.      702,280.      MT  (+/- 180 meters Scaled)
 NM1239
 NM1239                          SUPERSEDED SURVEY CONTROL
 NM1239
 NM1239  NAVD 88 (06/15/91)  484.714  (m)         1590.27   (f) UNKNOWN     1 2
 NM1239  NGVD 29 (??/??/92)  484.542  (m)         1589.70   (f) ADJ UNCH    1 2
 NM1239
 NM1239.Superseded values are not recommended for survey control.
 NM1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1239.See file dsdata.txt to determine how the superseded data were derived.
 NM1239
 NM1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM197747(NAD 83)
 NM1239_MARKER: DB = BENCH MARK DISK
 NM1239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1239_SP_SET: CULVERT HEADWALL
 NM1239_STAMPING: B 221 1946
 NM1239_MARK LOGO: CGS   
 NM1239_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1239+STABILITY: SURFACE MOTION
 NM1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1239+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1239
 NM1239  HISTORY     - Date     Condition        Report By
 NM1239  HISTORY     - 1946     MONUMENTED       CGS
 NM1239  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NM1239  HISTORY     - 19991025 GOOD             NGS
 NM1239
 NM1239                          STATION DESCRIPTION
 NM1239
 NM1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1239'1.7 MI NW FROM PIERCE.
 NM1239'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COUNTY
 NM1239'COURTHOUSE AT PIERCE, PIERCE COUNTY, 2 POLES SOUTHEAST OF
 NM1239'CHICAGO AND NORTH WESTERN RAILWAY MILEPOST 16, 78 FEET SOUTHWEST
 NM1239'OF THE CENTERLINE OF THE TRACK, AT A 4-BY 8-FOOT CONCRETE CULVERT
 NM1239'UNDER THE HIGHWAY, IN THE TOP OF THE SOUTHEAST END OF THE
 NM1239'NORTHEAST HEADWALL, 19 FEET NORTHEAST OF THE CENTERLINE OF THE
 NM1239'HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 NM1239'B 221 1946.
 NM1239
 NM1239                          STATION RECOVERY (1983)
 NM1239
 NM1239'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1239'MARK NOT FOUND.
 NM1239
 NM1239                          STATION RECOVERY (1999)
 NM1239
 NM1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1239'2.5 KM (1.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 NM1239'IN PIERCE, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END
 NM1239'OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 7.5
 NM1239'M (24.6 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW
 NM1239'THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTHWEST OF A REFLECTOR
 NM1239'POST.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1272 ***********************************************************************
 NM1272  DESIGNATION -  B 222
 NM1272  PID         -  NM1272
 NM1272  STATE/COUNTY-  NE/ANTELOPE
 NM1272  USGS QUAD   -  BRUNSWICK (1963)
 NM1272
 NM1272                         *CURRENT SURVEY CONTROL
 NM1272  ___________________________________________________________________
 NM1272* NAD 83(1986)-  42 20 57.     (N)    097 58 12.     (W)     SCALED    
 NM1272* NAVD 88     -       553.983  (meters)    1817.53   (feet)  ADJUSTED  
 NM1272  ___________________________________________________________________
 NM1272  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 NM1272  DYNAMIC HT  -         553.770 (meters)    1816.83  (feet)  COMP
 NM1272  MODELED GRAV-     980,219.9   (mgal)                       NAVD 88
 NM1272
 NM1272  VERT ORDER  -  FIRST     CLASS II
 NM1272
 NM1272.The horizontal coordinates were scaled from a topographic map and have
 NM1272.an estimated accuracy of +/- 6 seconds.
 NM1272
 NM1272.The orthometric height was determined by differential leveling
 NM1272.and adjusted by the National Geodetic Survey in June 1991..
 NM1272
 NM1272.The geoid height was determined by GEOID03.
 NM1272
 NM1272.The dynamic height is computed by dividing the NAVD 88
 NM1272.geopotential number by the normal gravity value computed on the
 NM1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1272.degrees latitude (g = 980.6199 gals.).
 NM1272
 NM1272.The modeled gravity was interpolated from observed gravity values.
 NM1272
 NM1272;                    North         East    Units  Estimated Accuracy
 NM1272;SPC NE       -   281,300.      667,210.      MT  (+/- 180 meters Scaled)
 NM1272
 NM1272                          SUPERSEDED SURVEY CONTROL
 NM1272
 NM1272  NGVD 29 (??/??/92)  553.788  (m)         1816.89   (f) ADJ UNCH    1 2
 NM1272
 NM1272.Superseded values are not recommended for survey control.
 NM1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1272.See file dsdata.txt to determine how the superseded data were derived.
 NM1272
 NM1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM848890(NAD 83)
 NM1272_MARKER: DB = BENCH MARK DISK
 NM1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1272_STAMPING: B 222 1946
 NM1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1272+STABILITY: SURFACE MOTION
 NM1272
 NM1272  HISTORY     - Date     Condition        Report By
 NM1272  HISTORY     - 1946     MONUMENTED       CGS
 NM1272
 NM1272                          STATION DESCRIPTION
 NM1272
 NM1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1272'0.8 MI N FROM BRUNSWICK.
 NM1272'0.8 MILE NORTH ALONG A PAVED ROAD FROM THE CHICAGO, BURLINGTON
 NM1272'AND QUINCY RAILROAD STATION AT BRUNSWICK, ANTELOPE COUNTY, AT THE
 NM1272'INTERSECTION OF U.S. HIGHWAY 20, 100 YARDS SOUTH OF THE
 NM1272'HIGHWAY, 40 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, AT
 NM1272'A U.S. GOVERNMENT GRAIN STORAGE DEPOT, 33 FEET NORTHWEST OF THE
 NM1272'NORTHWEST STEEL BIN, 9 FEET NORTHEAST OF THE SOUTHWEST TREE IN
 NM1272'A CEDAR GROVE, 6 FEET EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 NM1272'SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE PAVED
 NM1272'ROAD.  A STANDARD DISK, STAMPED B 222 1946 AND SET IN THE
 NM1272'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0377 ***********************************************************************
 NN0377  DESIGNATION -  B 223
 NN0377  PID         -  NN0377
 NN0377  STATE/COUNTY-  NE/KEYA PAHA
 NN0377  USGS QUAD   -  JAMISON (1964)
 NN0377
 NN0377                         *CURRENT SURVEY CONTROL
 NN0377  ___________________________________________________________________
 NN0377* NAD 83(1986)-  42 58 49.     (N)    099 18 49.     (W)     SCALED    
 NN0377* NAVD 88     -       638.867  (meters)    2096.02   (feet)  ADJUSTED  
 NN0377  ___________________________________________________________________
 NN0377  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 NN0377  DYNAMIC HT  -         638.621 (meters)    2095.21  (feet)  COMP
 NN0377  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 NN0377
 NN0377  VERT ORDER  -  SECOND    CLASS 0
 NN0377
 NN0377.The horizontal coordinates were scaled from a topographic map and have
 NN0377.an estimated accuracy of +/- 6 seconds.
 NN0377
 NN0377.The orthometric height was determined by differential leveling
 NN0377.and adjusted by the National Geodetic Survey in June 1991..
 NN0377
 NN0377.The geoid height was determined by GEOID03.
 NN0377
 NN0377.The dynamic height is computed by dividing the NAVD 88
 NN0377.geopotential number by the normal gravity value computed on the
 NN0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0377.degrees latitude (g = 980.6199 gals.).
 NN0377
 NN0377.The modeled gravity was interpolated from observed gravity values.
 NN0377
 NN0377;                    North         East    Units  Estimated Accuracy
 NN0377;SPC NE       -   349,650.      555,990.      MT  (+/- 180 meters Scaled)
 NN0377
 NN0377                          SUPERSEDED SURVEY CONTROL
 NN0377
 NN0377  NGVD 29 (??/??/92)  638.564  (m)         2095.02   (f) ADJ UNCH    2 0
 NN0377
 NN0377.Superseded values are not recommended for survey control.
 NN0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0377.See file dsdata.txt to determine how the superseded data were derived.
 NN0377
 NN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN744586(NAD 83)
 NN0377_MARKER: DB = BENCH MARK DISK
 NN0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0377_STAMPING: B 223 1946
 NN0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0377+STABILITY: SURFACE MOTION
 NN0377
 NN0377  HISTORY     - Date     Condition        Report By
 NN0377  HISTORY     - 1946     MONUMENTED       CGS
 NN0377
 NN0377                          STATION DESCRIPTION
 NN0377
 NN0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0377'14.7 MI S FROM BURKE.
 NN0377'ALONG A GRADED COUNTY ROAD, 11.7 MILES SOUTH THENCE 1.0 MILE
 NN0377'WEST THENCE 1.2 MILES SOUTH OF THE CHICAGO AND NORTHWESTERN
 NN0377'RAILROAD STATION IN BURKE, SOUTH DAKOTA, 32 FEET EAST OF THE
 NN0377'CENTER OF THE ROAD TO JAMISON, 42 FEET NORTH OF THE CENTER OF
 NN0377'A ROAD LEADING EAST, 12 FEET NORTH OF A CORNER FENCE POST,
 NN0377'2 FEET SOUTH OF WITNESS POST, 2 FEET WEST OF A FENCE.  A BRONZE
 NN0377'DISK STAMPED B223 1946 SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0555 ***********************************************************************
 NN0555  DESIGNATION -  B 224
 NN0555  PID         -  NN0555
 NN0555  STATE/COUNTY-  NE/KEYA PAHA
 NN0555  USGS QUAD   -  SPRINGVIEW NW (1964)
 NN0555
 NN0555                         *CURRENT SURVEY CONTROL
 NN0555  ___________________________________________________________________
 NN0555* NAD 83(1986)-  42 54 41.     (N)    099 37 49.     (W)     SCALED    
 NN0555* NAVD 88     -       669.380  (meters)    2196.12   (feet)  ADJUSTED  
 NN0555  ___________________________________________________________________
 NN0555  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 NN0555  DYNAMIC HT  -         669.122 (meters)    2195.28  (feet)  COMP
 NN0555  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 NN0555
 NN0555  VERT ORDER  -  FIRST     CLASS II
 NN0555
 NN0555.The horizontal coordinates were scaled from a topographic map and have
 NN0555.an estimated accuracy of +/- 6 seconds.
 NN0555
 NN0555.The orthometric height was determined by differential leveling
 NN0555.and adjusted by the National Geodetic Survey in June 1991..
 NN0555
 NN0555.The geoid height was determined by GEOID03.
 NN0555
 NN0555.The dynamic height is computed by dividing the NAVD 88
 NN0555.geopotential number by the normal gravity value computed on the
 NN0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0555.degrees latitude (g = 980.6199 gals.).
 NN0555
 NN0555.The modeled gravity was interpolated from observed gravity values.
 NN0555
 NN0555;                    North         East    Units  Estimated Accuracy
 NN0555;SPC NE       -   341,840.      530,190.      MT  (+/- 180 meters Scaled)
 NN0555
 NN0555                          SUPERSEDED SURVEY CONTROL
 NN0555
 NN0555  NGVD 29 (??/??/92)  669.094  (m)         2195.19   (f) ADJ UNCH    1 2
 NN0555
 NN0555.Superseded values are not recommended for survey control.
 NN0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0555.See file dsdata.txt to determine how the superseded data were derived.
 NN0555
 NN0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN485511(NAD 83)
 NN0555_MARKER: DB = BENCH MARK DISK
 NN0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0555_STAMPING: B 224 1946
 NN0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0555+STABILITY: SURFACE MOTION
 NN0555
 NN0555  HISTORY     - Date     Condition        Report By
 NN0555  HISTORY     - 1946     MONUMENTED       CGS
 NN0555
 NN0555                          STATION DESCRIPTION
 NN0555
 NN0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0555'12 MI NE FROM SPRINGVIEW.
 NN0555'ALONG A GRADED COUNTY ROAD, 5.0 MILES NORTH THENCE 5.0 MILES
 NN0555'EAST THENCE 1.0 MILES NORTH THENCE 1.0 MILE EAST OF THE COURT
 NN0555'HOUSE IN SPRINGVIEW, 2.0 MILES WEST OF BURTON POST OFFICE, 36
 NN0555'FEET SOUTH OF THE CENTER OF THE ROAD, 11 FEET EAST OF 5
 NN0555'COTTONWOOD TREES GROWING FROM A SINGLE BASE, 2 FEET SOUTH OF A
 NN0555'FENCE, 2 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0556 ***********************************************************************
 NN0556  DESIGNATION -  B 224 RESET
 NN0556  PID         -  NN0556
 NN0556  STATE/COUNTY-  NE/KEYA PAHA
 NN0556  USGS QUAD   -  SPRINGVIEW NW (1964)
 NN0556
 NN0556                         *CURRENT SURVEY CONTROL
 NN0556  ___________________________________________________________________
 NN0556* NAD 83(1986)-  42 54 41.     (N)    099 37 49.     (W)     SCALED    
 NN0556* NAVD 88     -       669.34   (meters)    2196.0    (feet)  RESET     
 NN0556  ___________________________________________________________________
 NN0556  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 NN0556
 NN0556  VERT ORDER  -  THIRD
 NN0556
 NN0556.The horizontal coordinates were scaled from a topographic map and have
 NN0556.an estimated accuracy of +/- 6 seconds.
 NN0556
 NN0556.The orthometric height was computed from unverified reset data.
 NN0556
 NN0556.The geoid height was determined by GEOID03.
 NN0556
 NN0556;                    North         East    Units  Estimated Accuracy
 NN0556;SPC NE       -   341,840.      530,190.      MT  (+/- 180 meters Scaled)
 NN0556
 NN0556                          SUPERSEDED SURVEY CONTROL
 NN0556
 NN0556.No superseded survey control is available for this station.
 NN0556
 NN0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN485511(NAD 83)
 NN0556_MARKER: DB = BENCH MARK DISK
 NN0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0556_STAMPING: B 224 RESET 1958
 NN0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0556+STABILITY: SURFACE MOTION
 NN0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0556+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 NN0556
 NN0556  HISTORY     - Date     Condition        Report By
 NN0556  HISTORY     - 1958     MONUMENTED       NEDR
 NN0556  HISTORY     - 20050505 GOOD             NEDR
 NN0556
 NN0556                          STATION DESCRIPTION
 NN0556
 NN0556'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 NN0556'2 MI W FROM BURTON.
 NN0556'2 MILES WEST ALONG A GRADED STATE HIGHWAY FROM THE BURTON POST
 NN0556'OFFICE, 125 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1.0 FOOT
 NN0556'EAST OF A FENCE LINE, 1.0 FOOT NORTH OF A WITNESS POST, ON THE
 NN0556'EAST BORDER OF A GROVE OF TREES, AND SET IN THE TOP OF A CONCRETE
 NN0556'POST.  5 MILES NORTH, THENCE 5 MILES EAST, THENCE 1.0 MILE NORTH,
 NN0556'THENCE 1.0 MILE EAST OF THE COURTHOUSE IN SPRINGFIELD.
 NN0556
 NN0556                          STATION RECOVERY (2005)
 NN0556
 NN0556'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (GLH)
 NN0556'2 MILES WEST OF BURTON, NE. ALONG STATE HIGHWAY 12, 135 FEET SOUTH OF
 NN0556'THE CENTER OF THE HIGHWAY, 2 FEET EAST OF A NORTH SOUTH FENCELINE,
 NN0556'MARK IS ON THE EAST EDGE OF A GROVE OF COTTONWOOD TREES, SET IN A
 NN0556'CONCRETE POST, PLACED MAGNET ALONG SOUTH SIDE OF MARK. APRX. NAD
 NN0556'1983(1995) COORD. FOR LOCATING MARK ARE NORTHING 1121538. EASTING
 NN0556'1739436.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1179 ***********************************************************************
 NM1179  DESIGNATION -  B 225
 NM1179  PID         -  NM1179
 NM1179  STATE/COUNTY-  NE/WAYNE
 NM1179  USGS QUAD   -  NORFOLK NE (1976)
 NM1179
 NM1179                         *CURRENT SURVEY CONTROL
 NM1179  ___________________________________________________________________
 NM1179* NAD 83(1986)-  42 09 34.     (N)    097 15 42.     (W)     SCALED    
 NM1179* NAVD 88     -       531.322  (meters)    1743.18   (feet)  ADJUSTED  
 NM1179  ___________________________________________________________________
 NM1179  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 NM1179  DYNAMIC HT  -         531.122 (meters)    1742.52  (feet)  COMP
 NM1179  MODELED GRAV-     980,229.6   (mgal)                       NAVD 88
 NM1179
 NM1179  VERT ORDER  -  FIRST     CLASS II
 NM1179
 NM1179.The horizontal coordinates were scaled from a topographic map and have
 NM1179.an estimated accuracy of +/- 6 seconds.
 NM1179
 NM1179.The orthometric height was determined by differential leveling
 NM1179.and adjusted by the National Geodetic Survey in June 1991..
 NM1179
 NM1179.The geoid height was determined by GEOID03.
 NM1179
 NM1179.The dynamic height is computed by dividing the NAVD 88
 NM1179.geopotential number by the normal gravity value computed on the
 NM1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1179.degrees latitude (g = 980.6199 gals.).
 NM1179
 NM1179.The modeled gravity was interpolated from observed gravity values.
 NM1179
 NM1179;                    North         East    Units  Estimated Accuracy
 NM1179;SPC NE       -   261,850.      726,210.      MT  (+/- 180 meters Scaled)
 NM1179
 NM1179                          SUPERSEDED SURVEY CONTROL
 NM1179
 NM1179  NGVD 29 (??/??/92)  531.123  (m)         1742.53   (f) ADJ UNCH    1 2
 NM1179
 NM1179.Superseded values are not recommended for survey control.
 NM1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1179.See file dsdata.txt to determine how the superseded data were derived.
 NM1179
 NM1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM436689(NAD 83)
 NM1179_MARKER: DB = BENCH MARK DISK
 NM1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1179+STABILITY: SURFACE MOTION
 NM1179
 NM1179  HISTORY     - Date     Condition        Report By
 NM1179  HISTORY     - UNK      MONUMENTED       CGS
 NM1179  HISTORY     - 1947     GOOD             NGS
 NM1179
 NM1179                          STATION DESCRIPTION
 NM1179
 NM1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM1179'4.8 MI NE FROM HOSKINS.
 NM1179'4.85 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM1179'AND OMAHA RAILWAY FROM THE STATION AT HOSKINS, AT THE EAST END OF
 NM1179'A SHORT HIGH FILL AND AT THE WEST END OF A CUT, 54.0 FEET SOUTHEAST
 NM1179'OF THE CENTER OF A PRIVATE DIRT ROAD CROSSING, 39.0 FEET SOUTH OF
 NM1179'THE SOUTH RAIL OF THE TRACK, 37.0 FEET WEST OF TELEPHONE POLE
 NM1179'NO. 33/10, 21.0 FEET EAST OF THE CENTER OF A PRIVATE DIRT ROAD,
 NM1179'4.7 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 2.2 FEET EAST OF A
 NM1179'REFERENCE POST, SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE TRACK
 NM1179'AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0497 ***********************************************************************
 NN0497  DESIGNATION -  B 226
 NN0497  PID         -  NN0497
 NN0497  STATE/COUNTY-  NE/ROCK
 NN0497  USGS QUAD   -  LONG PINE (1954)
 NN0497
 NN0497                         *CURRENT SURVEY CONTROL
 NN0497  ___________________________________________________________________
 NN0497* NAD 83(1986)-  42 32 08.     (N)    099 39 24.     (W)     SCALED    
 NN0497* NAVD 88     -       746.032  (meters)    2447.61   (feet)  ADJUSTED  
 NN0497  ___________________________________________________________________
 NN0497  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 NN0497  DYNAMIC HT  -         745.723 (meters)    2446.59  (feet)  COMP
 NN0497  MODELED GRAV-     980,181.8   (mgal)                       NAVD 88
 NN0497
 NN0497  VERT ORDER  -  FIRST     CLASS II
 NN0497
 NN0497.The horizontal coordinates were scaled from a topographic map and have
 NN0497.an estimated accuracy of +/- 6 seconds.
 NN0497
 NN0497.The orthometric height was determined by differential leveling
 NN0497.and adjusted by the National Geodetic Survey in June 1991..
 NN0497
 NN0497.The geoid height was determined by GEOID03.
 NN0497
 NN0497.The dynamic height is computed by dividing the NAVD 88
 NN0497.geopotential number by the normal gravity value computed on the
 NN0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0497.degrees latitude (g = 980.6199 gals.).
 NN0497
 NN0497.The modeled gravity was interpolated from observed gravity values.
 NN0497
 NN0497;                    North         East    Units  Estimated Accuracy
 NN0497;SPC NE       -   300,090.      528,200.      MT  (+/- 180 meters Scaled)
 NN0497
 NN0497                          SUPERSEDED SURVEY CONTROL
 NN0497
 NN0497  NGVD 29 (??/??/92)  745.758  (m)         2446.71   (f) ADJ UNCH    1 2
 NN0497
 NN0497.Superseded values are not recommended for survey control.
 NN0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0497.See file dsdata.txt to determine how the superseded data were derived.
 NN0497
 NN0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN460094(NAD 83)
 NN0497_MARKER: DB = BENCH MARK DISK
 NN0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0497_STAMPING: B 226 1946
 NN0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0497+STABILITY: SURFACE MOTION
 NN0497
 NN0497  HISTORY     - Date     Condition        Report By
 NN0497  HISTORY     - 1946     MONUMENTED       CGS
 NN0497
 NN0497                          STATION DESCRIPTION
 NN0497
 NN0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0497'2.3 MI E FROM LONG PINE.
 NN0497'IN ROCK COUNTY, 2.3 MILES EAST OF LONG PINE, BROWN COUNTY.
 NN0497'THIS BENCH MARK MAY BE REACHED BY GOING 0.3 MILE NORTHEAST ALONG
 NN0497'THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION, THENCE
 NN0497'2.0 MILES EAST ALONG A DIRT ROAD.  IT IS AT THE INTERSECTION OF
 NN0497'ANOTHER DIRT ROAD, 42 FEET NORTH OF THE CENTERLINE OF THE
 NN0497'EAST-AND-WEST ROAD, 27 FEET EAST OF THE CENTERLINE OF THE
 NN0497'NORTH-AND-SOUTH ROAD, 15 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 NN0497'CORNER, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET
 NN0497'HIGHER THAN THE EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED
 NN0497'B 226 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0497'5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0010 ***********************************************************************
 NO0010  DESIGNATION -  B 227
 NO0010  PID         -  NO0010
 NO0010  STATE/COUNTY-  NE/BROWN
 NO0010  USGS QUAD   -  JOHNSTOWN (1985)
 NO0010
 NO0010                         *CURRENT SURVEY CONTROL
 NO0010  ___________________________________________________________________
 NO0010* NAD 83(1995)-  42 34 13.90561(N)    100 05 07.95401(W)     ADJUSTED  
 NO0010* NAVD 88     -       794.838  (meters)    2607.73   (feet)  ADJUSTED  
 NO0010  ___________________________________________________________________
 NO0010  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 NO0010  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 NO0010  DYNAMIC HT  -         794.502 (meters)    2606.63  (feet)  COMP
 NO0010  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 NO0010
 NO0010  HORZ ORDER  -  THIRD
 NO0010  VERT ORDER  -  FIRST     CLASS II
 NO0010
 NO0010.The horizontal coordinates were established by classical geodetic methods
 NO0010.and adjusted by the National Geodetic Survey in August 1997..
 NO0010.No horizontal observational check was made to the station.
 NO0010
 NO0010.The orthometric height was determined by differential leveling
 NO0010.and adjusted by the National Geodetic Survey in June 1991..
 NO0010
 NO0010.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0010
 NO0010.The geoid height was determined by GEOID03.
 NO0010
 NO0010.The dynamic height is computed by dividing the NAVD 88
 NO0010.geopotential number by the normal gravity value computed on the
 NO0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0010.degrees latitude (g = 980.6199 gals.).
 NO0010
 NO0010.The modeled gravity was interpolated from observed gravity values.
 NO0010
 NO0010;                    North         East     Units Scale Factor Converg.
 NO0010;SPC NE       -   303,919.686   492,977.560   MT  0.99983152   -0 03 24.1
 NO0010;UTM  14      - 4,713,695.611   410,904.997   MT  0.99969766   -0 44 03.9
 NO0010
 NO0010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0010!SPC NE       -   0.99987885  x   0.99983152  =   0.99971039
 NO0010!UTM  14      -   0.99987885  x   0.99969766  =   0.99957654
 NO0010
 NO0010                          SUPERSEDED SURVEY CONTROL
 NO0010
 NO0010  NAD 83(1986)-  42 34 13.91254(N)    100 05 07.96873(W) AD(       ) 3
 NO0010  NAD 27      -  42 34 13.91000(N)    100 05 06.50400(W) AD(       ) 3
 NO0010  NGVD 29 (??/??/92)  794.544  (m)         2606.77   (f) ADJ UNCH    1 2
 NO0010
 NO0010.Superseded values are not recommended for survey control.
 NO0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0010.See file dsdata.txt to determine how the superseded data were derived.
 NO0010
 NO0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1090513696(NAD 83)
 NO0010_MARKER: DB = BENCH MARK DISK
 NO0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0010_STAMPING: B 227 1946
 NO0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0010+STABILITY: SURFACE MOTION
 NO0010
 NO0010  HISTORY     - Date     Condition        Report By
 NO0010  HISTORY     - 1946     MONUMENTED       CGS
 NO0010  HISTORY     - 1960     GOOD             CGS
 NO0010
 NO0010                          STATION DESCRIPTION
 NO0010
 NO0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0010'1.7 MI W FROM JOHNSTOWN.
 NO0010'1.7 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0010'WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY, AT THE
 NO0010'EAST END OF A CUT, 56 FEET EAST OF A POWER-TRANSMISSION LINE
 NO0010'POLE, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 NO0010'EAST OF A WHITE WOODEN WITNESS POST, IN LINE WITH THE
 NO0010'RIGHT-OF-WAY FENCE, AND 2 FEET HIGHER THAN THE HIGHWAY.  A
 NO0010'STANDARD DISK, STAMPED B 227 1946 AND SET IN THE TOP OF A
 NO0010'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0010
 NO0010                          STATION RECOVERY (1960)
 NO0010
 NO0010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NO0010'TO REACH THE STATION FROM THE NEW BROWN COUNTY COURTHOUSE IN
 NO0010'AINSWORTH, GO WEST ON U.S. HIGHWAY 20 FOR 11.0 MILES TO THE
 NO0010'WEST SIDE OF JOHNSTOWN AND THE AZIMUTH ON THE LEFT AS DESCRIBED.
 NO0010'CONTINUE WEST ON U.S. HIGHWAY 20 FOR 0.8 MILE TO WHERE THE
 NO0010'HIGHWAY CROSSES THE RAILROAD TRACKS.  THE STATION IS 0.25 MILE
 NO0010'WEST OF THIS CROSSING ON THE NORTH SIDE OF THE TRACKS AS
 NO0010'DESCRIBED.
 NO0010'
 NO0010'USC AND GS BENCH MARK B 227 RESET 1960 IS 0.5 MILE SOUTHWEST
 NO0010'OF THE STATION AT THE END OF A CUT AND ABOUT 0.6 MILE WEST
 NO0010'OF WHERE U.S. HIGHWAY 20 CROSSES THE RAILROAD TRACKS, 85 FEET
 NO0010'SOUTH OF THE CENTER OF U.S. HIGHWAY 20, 1 FOOT NORTH OF FENCE,
 NO0010'AND 1 FOOT EAST OF STEEL WITNESS POST.  A STANDARD DISK,
 NO0010'STAMPED B 227 1946 RESET 1960 AND SET IN THE TOP OF A CONCRETE
 NO0010'POST WHICH PROJECTS 4 INCHES.  THE NEW ELEVATION OF THIS MARK
 NO0010'IS 2606.325 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0011 ***********************************************************************
 NO0011  DESIGNATION -  B 227 RESET
 NO0011  PID         -  NO0011
 NO0011  STATE/COUNTY-  NE/BROWN
 NO0011  USGS QUAD   -  JOHNSTOWN (1985)
 NO0011
 NO0011                         *CURRENT SURVEY CONTROL
 NO0011  ___________________________________________________________________
 NO0011* NAD 83(1986)-  42 34 17.     (N)    100 05 07.     (W)     SCALED    
 NO0011* NAVD 88     -       794.70   (meters)    2607.3    (feet)  RESET     
 NO0011  ___________________________________________________________________
 NO0011  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 NO0011
 NO0011  VERT ORDER  -  THIRD
 NO0011
 NO0011.The horizontal coordinates were scaled from a topographic map and have
 NO0011.an estimated accuracy of +/- 6 seconds.
 NO0011
 NO0011.The orthometric height was computed from unverified reset data.
 NO0011
 NO0011.The geoid height was determined by GEOID03.
 NO0011
 NO0011;                    North         East    Units  Estimated Accuracy
 NO0011;SPC NE       -   304,020.      493,000.      MT  (+/- 180 meters Scaled)
 NO0011
 NO0011                          SUPERSEDED SURVEY CONTROL
 NO0011
 NO0011  NGVD 29 (??/??/??)  794.41   (m)         2606.3    (f) RESET       3  
 NO0011
 NO0011.Superseded values are not recommended for survey control.
 NO0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0011.See file dsdata.txt to determine how the superseded data were derived.
 NO0011
 NO0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN109137(NAD 83)
 NO0011_MARKER: DB = BENCH MARK DISK
 NO0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0011_STAMPING: B 227 1946 RESET 1960
 NO0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0011+STABILITY: SURFACE MOTION
 NO0011
 NO0011  HISTORY     - Date     Condition        Report By
 NO0011  HISTORY     - 1960     MONUMENTED       CGS
 NO0011  HISTORY     - 1975     GOOD             NGS
 NO0011
 NO0011                          STATION DESCRIPTION
 NO0011
 NO0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NO0011'1.7 MI W FROM JOHNSTOWN.
 NO0011'THIS MARK IS LOCATED ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 20
 NO0011'FROM THE CHICAGO AND NORTHWESTERN RAILROAD STATION AT JOHNSTOWN,
 NO0011'AT THE EAST END OF A CUT, ABOUT 0.6 MILE WEST OF WHERE U.S.
 NO0011'HIGHWAY 20 CROSSES THE CHICAGO AND NORTHWESTERN RAILROAD TRACK,
 NO0011'85 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 20, ONE FOOT NORTH
 NO0011'OF A FENCE, ONE FOOT EAST OF A STEEL WITNESS POST AND SET IN
 NO0011'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NO0011
 NO0011                          STATION RECOVERY (1975)
 NO0011
 NO0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0066 ***********************************************************************
 NO0066  DESIGNATION -  B 228
 NO0066  PID         -  NO0066
 NO0066  STATE/COUNTY-  NE/BROWN
 NO0066  USGS QUAD   -  NORDEN (1983)
 NO0066
 NO0066                         *CURRENT SURVEY CONTROL
 NO0066  ___________________________________________________________________
 NO0066* NAD 83(1986)-  42 45 49.     (N)    100 03 32.     (W)     SCALED    
 NO0066* NAVD 88     -       746.702  (meters)    2449.80   (feet)  ADJUSTED  
 NO0066  ___________________________________________________________________
 NO0066  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 NO0066  DYNAMIC HT  -         746.414 (meters)    2448.86  (feet)  COMP
 NO0066  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 NO0066
 NO0066  VERT ORDER  -  SECOND    CLASS 0
 NO0066
 NO0066.The horizontal coordinates were scaled from a topographic map and have
 NO0066.an estimated accuracy of +/- 6 seconds.
 NO0066
 NO0066.The orthometric height was determined by differential leveling
 NO0066.and adjusted by the National Geodetic Survey in June 1991..
 NO0066
 NO0066.The geoid height was determined by GEOID03.
 NO0066
 NO0066.The dynamic height is computed by dividing the NAVD 88
 NO0066.geopotential number by the normal gravity value computed on the
 NO0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0066.degrees latitude (g = 980.6199 gals.).
 NO0066
 NO0066.The modeled gravity was interpolated from observed gravity values.
 NO0066
 NO0066;                    North         East    Units  Estimated Accuracy
 NO0066;SPC NE       -   325,360.      495,180.      MT  (+/- 180 meters Scaled)
 NO0066
 NO0066                          SUPERSEDED SURVEY CONTROL
 NO0066
 NO0066  NGVD 29 (??/??/92)  746.413  (m)         2448.86   (f) ADJ UNCH    2 0
 NO0066
 NO0066.Superseded values are not recommended for survey control.
 NO0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0066.See file dsdata.txt to determine how the superseded data were derived.
 NO0066
 NO0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN133351(NAD 83)
 NO0066_MARKER: DB = BENCH MARK DISK
 NO0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0066_STAMPING: B 228 1946
 NO0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0066+STABILITY: SURFACE MOTION
 NO0066
 NO0066  HISTORY     - Date     Condition        Report By
 NO0066  HISTORY     - 1946     MONUMENTED       CGS
 NO0066
 NO0066                          STATION DESCRIPTION
 NO0066
 NO0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0066'15.2 MI N FROM JOHNSTOWN.
 NO0066'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0066'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 14.8
 NO0066'MILES NORTH ALONG A DIRT ROAD LEADING TO NORDEN, AND AT A CURVE
 NO0066'IN THE ROAD, 25 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 NO0066'LINE OF THE ROAD, 23 FEET SOUTH OF A FENCE CORNER POST, 1 FOOT
 NO0066'WEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A 4 IN X 4 IN
 NO0066'MARKER POST.  A BRONZE DISC STAMPED B 228 1946 AND SET IN THE
 NO0066'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 NO0066'STAMPED B 228 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0062 ***********************************************************************
 NO0062  DESIGNATION -  B 229
 NO0062  PID         -  NO0062
 NO0062  STATE/COUNTY-  NE/KEYA PAHA
 NO0062  USGS QUAD   -  NORDEN (1983)
 NO0062
 NO0062                         *CURRENT SURVEY CONTROL
 NO0062  ___________________________________________________________________
 NO0062* NAD 83(1986)-  42 47 58.     (N)    100 03 14.     (W)     SCALED    
 NO0062* NAVD 88     -       667.065  (meters)    2188.53   (feet)  ADJUSTED  
 NO0062  ___________________________________________________________________
 NO0062  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 NO0062  DYNAMIC HT  -         666.809 (meters)    2187.69  (feet)  COMP
 NO0062  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 NO0062
 NO0062  VERT ORDER  -  SECOND    CLASS 0
 NO0062
 NO0062.The horizontal coordinates were scaled from a topographic map and have
 NO0062.an estimated accuracy of +/- 6 seconds.
 NO0062
 NO0062.The orthometric height was determined by differential leveling
 NO0062.and adjusted by the National Geodetic Survey in June 1991..
 NO0062
 NO0062.The geoid height was determined by GEOID03.
 NO0062
 NO0062.The dynamic height is computed by dividing the NAVD 88
 NO0062.geopotential number by the normal gravity value computed on the
 NO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0062.degrees latitude (g = 980.6199 gals.).
 NO0062
 NO0062.The modeled gravity was interpolated from observed gravity values.
 NO0062
 NO0062;                    North         East    Units  Estimated Accuracy
 NO0062;SPC NE       -   329,340.      495,590.      MT  (+/- 180 meters Scaled)
 NO0062
 NO0062                          SUPERSEDED SURVEY CONTROL
 NO0062
 NO0062  NGVD 29 (??/??/92)  666.772  (m)         2187.57   (f) ADJ UNCH    2 0
 NO0062
 NO0062.Superseded values are not recommended for survey control.
 NO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0062.See file dsdata.txt to determine how the superseded data were derived.
 NO0062
 NO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN138390(NAD 83)
 NO0062_MARKER: DB = BENCH MARK DISK
 NO0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0062_STAMPING: B 229 1946
 NO0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0062+STABILITY: SURFACE MOTION
 NO0062
 NO0062  HISTORY     - Date     Condition        Report By
 NO0062  HISTORY     - 1946     MONUMENTED       CGS
 NO0062
 NO0062                          STATION DESCRIPTION
 NO0062
 NO0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0062'5.3 MI S FROM NORDEN.
 NO0062'ABOUT 5.3 MILES SOUTH ALONG A DIRT ROAD FROM THE NORDEN SCHOOL
 NO0062'BUILDING AT NORDEN, AND AT A FARM ROAD LEADING WEST, 24 FEET
 NO0062'WEST OF AND ABOUT 2 FEET LOWER THAN THE CENTER LINE OF THE ROAD,
 NO0062'15 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 5 FEET NORTH
 NO0062'OF AN 18 INCH ELM TREE, 1 FOOT NORTH OF A CONCRETE POST WHICH
 NO0062'PROJECTS 6 INCHES ABOVE THE GROUND.  STAMPED B 229 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0118 ***********************************************************************
 MM0118  DESIGNATION -  B 23
 MM0118  PID         -  MM0118
 MM0118  STATE/COUNTY-  NE/LINCOLN
 MM0118  USGS QUAD   -  NORTH OF HERSHEY (1972)
 MM0118
 MM0118                         *CURRENT SURVEY CONTROL
 MM0118  ___________________________________________________________________
 MM0118* NAD 83(1986)-  41 21 01.     (N)    100 53 16.     (W)     SCALED    
 MM0118* NAVD 88     -       932.591  (meters)    3059.68   (feet)  ADJUSTED  
 MM0118  ___________________________________________________________________
 MM0118  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 MM0118  DYNAMIC HT  -         932.028 (meters)    3057.83  (feet)  COMP
 MM0118  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 MM0118
 MM0118  VERT ORDER  -  FIRST     CLASS II
 MM0118
 MM0118.The horizontal coordinates were scaled from a topographic map and have
 MM0118.an estimated accuracy of +/- 6 seconds.
 MM0118
 MM0118.The orthometric height was determined by differential leveling
 MM0118.and adjusted by the National Geodetic Survey in June 1994..
 MM0118.WARNING-Repeat measurements at this control monument indicate possible
 MM0118.vertical movement.
 MM0118
 MM0118.The geoid height was determined by GEOID03.
 MM0118
 MM0118.The dynamic height is computed by dividing the NAVD 88
 MM0118.geopotential number by the normal gravity value computed on the
 MM0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0118.degrees latitude (g = 980.6199 gals.).
 MM0118
 MM0118.The modeled gravity was interpolated from observed gravity values.
 MM0118
 MM0118;                    North         East    Units  Estimated Accuracy
 MM0118;SPC NE       -   168,800.      425,730.      MT  (+/- 180 meters Scaled)
 MM0118
 MM0118                          SUPERSEDED SURVEY CONTROL
 MM0118
 MM0118  NAVD 88 (06/15/91)  932.572  (m)         3059.61   (f) UNKNOWN     1 2
 MM0118  NGVD 29 (02/14/92)  932.222  (m)         3058.47   (f) ADJUSTED    1 2
 MM0118
 MM0118.Superseded values are not recommended for survey control.
 MM0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0118.See file dsdata.txt to determine how the superseded data were derived.
 MM0118
 MM0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL420793(NAD 83)
 MM0118_MARKER: DB = BENCH MARK DISK
 MM0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0118_SP_SET: CONCRETE POST
 MM0118_STAMPING: B 23 1933 3058.409
 MM0118_MARK LOGO: CGS   
 MM0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0118+STABILITY: SURFACE MOTION
 MM0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0118+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0118
 MM0118  HISTORY     - Date     Condition        Report By
 MM0118  HISTORY     - 1933     MONUMENTED       CGS
 MM0118  HISTORY     - 1972     GOOD             USGS
 MM0118  HISTORY     - 19910820 GOOD             NGS
 MM0118
 MM0118                          STATION DESCRIPTION
 MM0118
 MM0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0118'17.6 MI N FROM NORTH PLATTE.
 MM0118'IN LINCOLN COUNTY, 17.6 MILES NORTH ALONG THE 1948 ROUTE OF U.S.
 MM0118'HIGHWAY 83 FROM THE INTERSECTION OF U.S. HIGHWAY 30 AT NORTH
 MM0118'PLATTE, LINCOLN COUNTY, 18.2 MILES SOUTH OF TRYON, MC PHERSON
 MM0118'COUNTY, 88 FEET EAST AND 94 FEET SOUTH OF THE SOUTHEAST CORNER
 MM0118'OF THE PROPERTY OF ROSEDALE SCHOOL, 67 FEET WEST OF THE
 MM0118'CENTERLINE OF THE OLD HIGHWAY, 31 FEET WEST OF A FENCE CORNER,
 MM0118'AND 1 FOOT NORTH OF THE FENCE.  A STANDARD DISK, STAMPED 3058.409
 MM0118'B 23 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 MM0118'INCHES ABOVE GROUND.
 MM0118
 MM0118                          STATION RECOVERY (1972)
 MM0118
 MM0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0118'RECOVERED IN GOOD CONDITION.
 MM0118
 MM0118                          STATION RECOVERY (1991)
 MM0118
 MM0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0118'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0118'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0118'21.9 KM (13.60 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 20.1 M (65.9
 MM0118'FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 3.4 M (11.2 FT)
 MM0118'WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.4 M
 MM0118'(1.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0626 ***********************************************************************
 NM0626  DESIGNATION -  B 230
 NM0626  PID         -  NM0626
 NM0626  STATE/COUNTY-  NE/WAYNE
 NM0626  USGS QUAD   -  WAKEFIELD (1967)
 NM0626
 NM0626                         *CURRENT SURVEY CONTROL
 NM0626  ___________________________________________________________________
 NM0626* NAD 83(1986)-  42 15 03.     (N)    096 49 40.     (W)     SCALED    
 NM0626* NAVD 88     -       417.760  (meters)    1370.60   (feet)  ADJUSTED  
 NM0626  ___________________________________________________________________
 NM0626  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 NM0626  DYNAMIC HT  -         417.620 (meters)    1370.14  (feet)  COMP
 NM0626  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 NM0626
 NM0626  VERT ORDER  -  FIRST     CLASS II
 NM0626
 NM0626.The horizontal coordinates were scaled from a topographic map and have
 NM0626.an estimated accuracy of +/- 6 seconds.
 NM0626
 NM0626.The orthometric height was determined by differential leveling
 NM0626.and adjusted by the National Geodetic Survey in June 1991..
 NM0626
 NM0626.The geoid height was determined by GEOID03.
 NM0626
 NM0626.The dynamic height is computed by dividing the NAVD 88
 NM0626.geopotential number by the normal gravity value computed on the
 NM0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0626.degrees latitude (g = 980.6199 gals.).
 NM0626
 NM0626.The modeled gravity was interpolated from observed gravity values.
 NM0626
 NM0626;                    North         East    Units  Estimated Accuracy
 NM0626;SPC NE       -   273,210.      761,660.      MT  (+/- 180 meters Scaled)
 NM0626
 NM0626                          SUPERSEDED SURVEY CONTROL
 NM0626
 NM0626  NGVD 29 (??/??/92)  417.593  (m)         1370.05   (f) ADJ UNCH    1 2
 NM0626
 NM0626.Superseded values are not recommended for survey control.
 NM0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0626.See file dsdata.txt to determine how the superseded data were derived.
 NM0626
 NM0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM791799(NAD 83)
 NM0626_MARKER: DB = BENCH MARK DISK
 NM0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0626_STAMPING: B 230 1947
 NM0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0626+STABILITY: SURFACE MOTION
 NM0626
 NM0626  HISTORY     - Date     Condition        Report By
 NM0626  HISTORY     - 1947     MONUMENTED       CGS
 NM0626
 NM0626                          STATION DESCRIPTION
 NM0626
 NM0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0626'2.3 MI SE FROM WAKEFIELD.
 NM0626'2.3 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0626'AND OMAHA RAILWAY FROM THE STATION AT WAKEFIELD, 0.35 MILE
 NM0626'NORTHWEST OF A STEEL RAILROAD BRIDGE OVER LOGAN CREEK, 0.3 MILE
 NM0626'NORTHWEST OF THE WAYNE-THURSTON COUNTY LINE DIRT ROAD, 525.0 FEET
 NM0626'SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 78.8 FEET
 NM0626'NORTHWEST OF MILE POST EMR 7, 45.4 FEET NORTHEAST OF THE
 NM0626'NORTHEAST RAIL OF THE TRACK, 2.0 FEET NORTHWEST OF A REFERENCE
 NM0626'POST, 0.7 FOOT SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE,
 NM0626'SET IN A CONCRETE POST ABOUT 4 FEET BELOW THE TRACK AND
 NM0626'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0359 ***********************************************************************
 MK0359  DESIGNATION -  B 231
 MK0359  PID         -  MK0359
 MK0359  STATE/COUNTY-  NE/BURT
 MK0359  USGS QUAD   -  OAKLAND (1966)
 MK0359
 MK0359                         *CURRENT SURVEY CONTROL
 MK0359  ___________________________________________________________________
 MK0359* NAD 83(1986)-  41 45 22.     (N)    096 25 30.     (W)     SCALED    
 MK0359* NAVD 88     -       396.655  (meters)    1301.36   (feet)  ADJUSTED  
 MK0359  ___________________________________________________________________
 MK0359  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 MK0359  DYNAMIC HT  -         396.508 (meters)    1300.88  (feet)  COMP
 MK0359  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 MK0359
 MK0359  VERT ORDER  -  SECOND    CLASS 0
 MK0359
 MK0359.The horizontal coordinates were scaled from a topographic map and have
 MK0359.an estimated accuracy of +/- 6 seconds.
 MK0359
 MK0359.The orthometric height was determined by differential leveling
 MK0359.and adjusted by the National Geodetic Survey in June 1991..
 MK0359
 MK0359.The geoid height was determined by GEOID03.
 MK0359
 MK0359.The dynamic height is computed by dividing the NAVD 88
 MK0359.geopotential number by the normal gravity value computed on the
 MK0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0359.degrees latitude (g = 980.6199 gals.).
 MK0359
 MK0359.The modeled gravity was interpolated from observed gravity values.
 MK0359
 MK0359;                    North         East    Units  Estimated Accuracy
 MK0359;SPC NE       -   219,620.      797,140.      MT  (+/- 180 meters Scaled)
 MK0359
 MK0359                          SUPERSEDED SURVEY CONTROL
 MK0359
 MK0359  NGVD 29 (??/??/92)  396.520  (m)         1300.92   (f) ADJ UNCH    2 0
 MK0359
 MK0359.Superseded values are not recommended for survey control.
 MK0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0359.See file dsdata.txt to determine how the superseded data were derived.
 MK0359
 MK0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM140259(NAD 83)
 MK0359_MARKER: DB = BENCH MARK DISK
 MK0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0359_STAMPING: B 231 1947
 MK0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0359+STABILITY: SURFACE MOTION
 MK0359
 MK0359  HISTORY     - Date     Condition        Report By
 MK0359  HISTORY     - 1947     MONUMENTED       CGS
 MK0359
 MK0359                          STATION DESCRIPTION
 MK0359
 MK0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0359'5.2 MI SW FROM CRAIG.
 MK0359'0.15 MILE WEST AND 2.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE
 MK0359'HIGH SCHOOL AT CRAIG, THENCE 3.0 MILES WEST ALONG A DIRT ROAD,
 MK0359'AT THE ENTRANCE TO A SMALL SCHOOL HOUSE, 110.0 FEET WEST OF THE
 MK0359'CENTER OF A NORTH-SOUTH ROAD, 81.0 FEET NORTH OF THE NORTHWEST
 MK0359'CORNER OF THE SCHOOL BUILDING, 37.0 FEET SOUTH OF THE CENTER OF
 MK0359'THE EAST-WEST ROAD, 13.0 FEET EAST OF THE CENTER OF THE ENTRANCE
 MK0359'GATE TO THE SCHOOL YARD, 4.6 FEET SOUTH OF THE SOUTH RIGHT OF
 MK0359'WAY FENCE, 2.0 FEET EAST OF A REFERENCE POST, SET IN A CONCRETE
 MK0359'POST ABOUT 4 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0888 ***********************************************************************
 MJ0888  DESIGNATION -  B 232
 MJ0888  PID         -  MJ0888
 MJ0888  STATE/COUNTY-  NE/SARPY
 MJ0888  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0888
 MJ0888                         *CURRENT SURVEY CONTROL
 MJ0888  ___________________________________________________________________
 MJ0888* NAD 83(1986)-  41 07 53.     (N)    095 55 04.     (W)     SCALED    
 MJ0888* NAVD 88     -       325.097  (meters)    1066.59   (feet)  ADJUSTED  
 MJ0888  ___________________________________________________________________
 MJ0888  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 MJ0888  DYNAMIC HT  -         324.965 (meters)    1066.16  (feet)  COMP
 MJ0888  MODELED GRAV-     980,206.0   (mgal)                       NAVD 88
 MJ0888
 MJ0888  VERT ORDER  -  SECOND    CLASS 0
 MJ0888
 MJ0888.The horizontal coordinates were scaled from a topographic map and have
 MJ0888.an estimated accuracy of +/- 6 seconds.
 MJ0888
 MJ0888.The orthometric height was determined by differential leveling
 MJ0888.and adjusted by the National Geodetic Survey in June 1991..
 MJ0888
 MJ0888.The geoid height was determined by GEOID03.
 MJ0888
 MJ0888.The dynamic height is computed by dividing the NAVD 88
 MJ0888.geopotential number by the normal gravity value computed on the
 MJ0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0888.degrees latitude (g = 980.6199 gals.).
 MJ0888
 MJ0888.The modeled gravity was interpolated from observed gravity values.
 MJ0888
 MJ0888;                    North         East    Units  Estimated Accuracy
 MJ0888;SPC NE       -   152,210.      842,540.      MT  (+/- 180 meters Scaled)
 MJ0888
 MJ0888                          SUPERSEDED SURVEY CONTROL
 MJ0888
 MJ0888  NGVD 29 (??/??/92)  324.992  (m)         1066.24   (f) ADJ UNCH    2 0
 MJ0888
 MJ0888.Superseded values are not recommended for survey control.
 MJ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0888.See file dsdata.txt to determine how the superseded data were derived.
 MJ0888
 MJ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF550574(NAD 83)
 MJ0888_MARKER: DB = BENCH MARK DISK
 MJ0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0888_STAMPING: B 232 1947
 MJ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0888+STABILITY: SURFACE MOTION
 MJ0888
 MJ0888  HISTORY     - Date     Condition        Report By
 MJ0888  HISTORY     - 1947     MONUMENTED       CGS
 MJ0888
 MJ0888                          STATION DESCRIPTION
 MJ0888
 MJ0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0888'AT FT CROOK.
 MJ0888'AT OFFUT ARMY AIR FIELD IN FT. CROOK, 70.0 FEET NORTH OF FIRE
 MJ0888'HYDRANT NUMBER 100, 10.0 FEET EAST OF THE EAST EDGE OF A MANHOLE,
 MJ0888'7.0 FEET SOUTHEAST OF A DOORWAY, 6.0 FEET NORTHWEST OF THE SOUTH
 MJ0888'CORNER OF THE SOUTHWEST SHED OF THE AIRCRAFT MANUFACTURING
 MJ0888'AND ASSEMBLING BUILDING, 1.0 FOOT SOUTHEAST OF THE SOUTHEAST WALL
 MJ0888'OF THE BUILDING, SET IN THE TOP OF A CONCRETE POST AND FLUSH
 MJ0888'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0506 ***********************************************************************
 MK0506  DESIGNATION -  B 233
 MK0506  PID         -  MK0506
 MK0506  STATE/COUNTY-  NE/WASHINGTON
 MK0506  USGS QUAD   -  KENNARD (1968)
 MK0506
 MK0506                         *CURRENT SURVEY CONTROL
 MK0506  ___________________________________________________________________
 MK0506* NAD 83(1986)-  41 28 21.     (N)    096 12 04.     (W)     SCALED    
 MK0506* NAVD 88     -       348.730  (meters)    1144.12   (feet)  ADJUSTED  
 MK0506  ___________________________________________________________________
 MK0506  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 MK0506  DYNAMIC HT  -         348.563 (meters)    1143.58  (feet)  COMP
 MK0506  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 MK0506
 MK0506  VERT ORDER  -  SECOND    CLASS 0
 MK0506
 MK0506.The horizontal coordinates were scaled from a topographic map and have
 MK0506.an estimated accuracy of +/- 6 seconds.
 MK0506
 MK0506.The orthometric height was determined by differential leveling
 MK0506.and adjusted by the National Geodetic Survey in June 1991..
 MK0506
 MK0506.The geoid height was determined by GEOID03.
 MK0506
 MK0506.The dynamic height is computed by dividing the NAVD 88
 MK0506.geopotential number by the normal gravity value computed on the
 MK0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0506.degrees latitude (g = 980.6199 gals.).
 MK0506
 MK0506.The modeled gravity was interpolated from observed gravity values.
 MK0506
 MK0506;                    North         East    Units  Estimated Accuracy
 MK0506;SPC NE       -   188,960.      817,120.      MT  (+/- 180 meters Scaled)
 MK0506
 MK0506                          SUPERSEDED SURVEY CONTROL
 MK0506
 MK0506  NGVD 29 (??/??/92)  348.580  (m)         1143.63   (f) ADJ UNCH    2 0
 MK0506
 MK0506.Superseded values are not recommended for survey control.
 MK0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0506.See file dsdata.txt to determine how the superseded data were derived.
 MK0506
 MK0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL337949(NAD 83)
 MK0506_MARKER: DB = BENCH MARK DISK
 MK0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0506_STAMPING: B 233 1947
 MK0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0506+STABILITY: SURFACE MOTION
 MK0506
 MK0506  HISTORY     - Date     Condition        Report By
 MK0506  HISTORY     - 1947     MONUMENTED       CGS
 MK0506  HISTORY     - 1966     GOOD             USGS
 MK0506  HISTORY     - 1986     GOOD             USPSQD
 MK0506  HISTORY     - 20011126 MARK NOT FOUND   INDIV
 MK0506
 MK0506                          STATION DESCRIPTION
 MK0506
 MK0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0506'AT KENNARD.
 MK0506'66 FEET NORTHWEST OF THE NORTH CORNER OF THE CHICAGO AND
 MK0506'NORTHWESTERN RAILWAY STATION AT KENNARD, 35 FEET SOUTHWEST OF
 MK0506'THE CENTER LINE OF A GRAVELED STREET, SET BETWEEN TWO 36-INCH
 MK0506'MAPLE TREES, 8 FEET NORTHWEST OF ONE OF THE TREES AND 7 FEET
 MK0506'SOUTHEAST OF THE OTHER, 4 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 MK0506'OF A SIDEWALK, AND 2 FEET NORTHWEST OF A 4 X 4 MARKER POST.
 MK0506'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 MK0506'1 INCH ABOVE THE SURFACE OF THE GROUND.
 MK0506
 MK0506                          STATION RECOVERY (1966)
 MK0506
 MK0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0506'RECOVERED IN GOOD CONDITION.
 MK0506
 MK0506                          STATION RECOVERY (1986)
 MK0506
 MK0506'RECOVERY NOTE BY US POWER SQUADRON 1986 (MRB)
 MK0506'RECOVERED IN GOOD CONDITION.
 MK0506
 MK0506                          STATION RECOVERY (2001)
 MK0506
 MK0506'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 MK0506'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0656 ***********************************************************************
 MK0656  DESIGNATION -  B 234
 MK0656  PID         -  MK0656
 MK0656  STATE/COUNTY-  NE/DOUGLAS
 MK0656  USGS QUAD   -  IRVINGTON (1984)
 MK0656
 MK0656                         *CURRENT SURVEY CONTROL
 MK0656  ___________________________________________________________________
 MK0656* NAD 83(1986)-  41 17 48.     (N)    096 01 17.     (W)     SCALED    
 MK0656* NAVD 88     -       340.004  (meters)    1115.50   (feet)  ADJUSTED  
 MK0656  ___________________________________________________________________
 MK0656  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 MK0656  DYNAMIC HT  -         339.855 (meters)    1115.01  (feet)  COMP
 MK0656  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 MK0656
 MK0656  VERT ORDER  -  FIRST     CLASS II
 MK0656
 MK0656.The horizontal coordinates were scaled from a topographic map and have
 MK0656.an estimated accuracy of +/- 6 seconds.
 MK0656
 MK0656.The orthometric height was determined by differential leveling
 MK0656.and adjusted by the National Geodetic Survey in June 1991..
 MK0656
 MK0656.The geoid height was determined by GEOID03.
 MK0656
 MK0656.The dynamic height is computed by dividing the NAVD 88
 MK0656.geopotential number by the normal gravity value computed on the
 MK0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0656.degrees latitude (g = 980.6199 gals.).
 MK0656
 MK0656.The modeled gravity was interpolated from observed gravity values.
 MK0656
 MK0656;                    North         East    Units  Estimated Accuracy
 MK0656;SPC NE       -   170,130.      833,010.      MT  (+/- 180 meters Scaled)
 MK0656
 MK0656                          SUPERSEDED SURVEY CONTROL
 MK0656
 MK0656  NGVD 29 (??/??/92)  339.875  (m)         1115.07   (f) ADJ UNCH    1 2
 MK0656
 MK0656.Superseded values are not recommended for survey control.
 MK0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0656.See file dsdata.txt to determine how the superseded data were derived.
 MK0656
 MK0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL493759(NAD 83)
 MK0656_MARKER: DB = BENCH MARK DISK
 MK0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0656_STAMPING: B 234 1947
 MK0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0656+STABILITY: SURFACE MOTION
 MK0656
 MK0656  HISTORY     - Date     Condition        Report By
 MK0656  HISTORY     - 1947     MONUMENTED       CGS
 MK0656  HISTORY     - 1976     GOOD             LOCSUR
 MK0656
 MK0656                          STATION DESCRIPTION
 MK0656
 MK0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0656'AT OMAHA.
 MK0656'THE MARK IS LOCATED IN THE BENSON SUBURB OF OMAHA, NEAR THE
 MK0656'INTERSECTION OF SEVENTIETH STREET AND MILITARY AVENUE, IN THE
 MK0656'BENSON PARK, ABOUT 90 YARDS SOUTH OF THE LARGE DINING HALL IN THE
 MK0656'PARK, 142 FEET NORTHEAST OF THE CENTER LINE OF MILITARY AVENUE AND
 MK0656'5 FEET LOWER, IN LINE WITH A ROW OF WALNUT TREES AND 9 FEET SOUTH
 MK0656'OF THE LAST TREE AT THE SOUTH END OF THE ROW, AND 6 FEET WEST OF
 MK0656'THE WEST CURB OF SEVENTIETH STREET.  A BRONZE DISK SET IN THE TOP
 MK0656'OF A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 MK0656
 MK0656                          STATION RECOVERY (1976)
 MK0656
 MK0656'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0196 ***********************************************************************
 NM0196  DESIGNATION -  B 235
 NM0196  PID         -  NM0196
 NM0196  STATE/COUNTY-  NE/DAKOTA
 NM0196  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0196
 NM0196                         *CURRENT SURVEY CONTROL
 NM0196  ___________________________________________________________________
 NM0196* NAD 83(1986)-  42 24 55.     (N)    096 27 13.     (W)     SCALED    
 NM0196* NAVD 88     -       334.195  (meters)    1096.44   (feet)  ADJUSTED  
 NM0196  ___________________________________________________________________
 NM0196  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 NM0196  DYNAMIC HT  -         334.089 (meters)    1096.09  (feet)  COMP
 NM0196  MODELED GRAV-     980,293.1   (mgal)                       NAVD 88
 NM0196
 NM0196  VERT ORDER  -  FIRST     CLASS II
 NM0196
 NM0196.The horizontal coordinates were scaled from a topographic map and have
 NM0196.an estimated accuracy of +/- 6 seconds.
 NM0196
 NM0196.The orthometric height was determined by differential leveling
 NM0196.and adjusted by the National Geodetic Survey in June 1991..
 NM0196
 NM0196.The geoid height was determined by GEOID03.
 NM0196
 NM0196.The dynamic height is computed by dividing the NAVD 88
 NM0196.geopotential number by the normal gravity value computed on the
 NM0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0196.degrees latitude (g = 980.6199 gals.).
 NM0196
 NM0196.The modeled gravity was interpolated from observed gravity values.
 NM0196
 NM0196;                    North         East    Units  Estimated Accuracy
 NM0196;SPC NE       -   292,660.      791,760.      MT  (+/- 180 meters Scaled)
 NM0196
 NM0196                          SUPERSEDED SURVEY CONTROL
 NM0196
 NM0196  NGVD 29 (??/??/92)  334.037  (m)         1095.92   (f) ADJ UNCH    1 2
 NM0196
 NM0196.Superseded values are not recommended for survey control.
 NM0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0196.See file dsdata.txt to determine how the superseded data were derived.
 NM0196
 NM0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM095990(NAD 83)
 NM0196_MARKER: DB = BENCH MARK DISK
 NM0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0196_STAMPING: B 235 1947
 NM0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0196+STABILITY: SURFACE MOTION
 NM0196
 NM0196  HISTORY     - Date     Condition        Report By
 NM0196  HISTORY     - 1947     MONUMENTED       CGS
 NM0196  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0196
 NM0196                          STATION DESCRIPTION
 NM0196
 NM0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0196'1.7 MI W FROM DAKOTA CITY.
 NM0196'TO REACH FROM THE COURT HOUSE AT DAKOTA CITY GO WEST 0.3 MILE
 NM0196'ALONG U.S. HIGHWAY NO. 77, THENCE WEST 1.4 MILES ALONG STATE
 NM0196'HIGHWAY NO. 35 TO SITE OF MARK.  BENCH MARK IS 34.4 FEET SOUTH
 NM0196'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 16.6
 NM0196'FEET NORTH OF A POWER POLE WITH GUY WIRE TO NORTH, 4.0 FEET EAST
 NM0196'OF A FENCE CORNER, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT WEST
 NM0196'OF A 4 IN X 4 IN MARKER POST, SET IN TOP OF A CONCRETE POST
 NM0196'WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 NM0196
 NM0196                          STATION RECOVERY (1962)
 NM0196
 NM0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0197 ***********************************************************************
 NM0197  DESIGNATION -  B 235 RESET
 NM0197  PID         -  NM0197
 NM0197  STATE/COUNTY-  NE/DAKOTA
 NM0197  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0197
 NM0197                         *CURRENT SURVEY CONTROL
 NM0197  ___________________________________________________________________
 NM0197* NAD 83(1986)-  42 24 55.     (N)    096 27 13.     (W)     SCALED    
 NM0197* NAVD 88     -       333.98   (meters)    1095.7    (feet)  RESET     
 NM0197  ___________________________________________________________________
 NM0197  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 NM0197
 NM0197  VERT ORDER  -  THIRD
 NM0197
 NM0197.The horizontal coordinates were scaled from a topographic map and have
 NM0197.an estimated accuracy of +/- 6 seconds.
 NM0197
 NM0197.The orthometric height was computed from unverified reset data.
 NM0197
 NM0197.The geoid height was determined by GEOID03.
 NM0197
 NM0197;                    North         East    Units  Estimated Accuracy
 NM0197;SPC NE       -   292,660.      791,760.      MT  (+/- 180 meters Scaled)
 NM0197
 NM0197                          SUPERSEDED SURVEY CONTROL
 NM0197
 NM0197  NGVD 29 (??/??/??)  333.82   (m)         1095.2    (f) RESET       3  
 NM0197
 NM0197.Superseded values are not recommended for survey control.
 NM0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0197.See file dsdata.txt to determine how the superseded data were derived.
 NM0197
 NM0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM095990(NAD 83)
 NM0197_MARKER: DB = BENCH MARK DISK
 NM0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0197+STABILITY: SURFACE MOTION
 NM0197
 NM0197  HISTORY     - Date     Condition        Report By
 NM0197  HISTORY     - 1959     MONUMENTED       NEDR
 NM0197  HISTORY     - 1959     GOOD             NEDR
 NM0197
 NM0197                          STATION DESCRIPTION
 NM0197
 NM0197'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM0197'1.7 MI W FROM DAKOTA CITY.
 NM0197'TO REACH FROM THE COURTHOUSE AT DAKOTA CITY GO WEST 0.3 MILE
 NM0197'ALONG U.S. HIGHWAY NO. 77, THENCE WEST 1.4 MILES ALONG STATE
 NM0197'HIGHWAY NO. 35 TO SITE OF MARK.  BENCH MARK IS 85.7 FEET SOUTH OF
 NM0197'THE CENTERLINE OF THE HIGHWAY STATION 2009+53, 21 FEET EAST OF A
 NM0197'TELEPHONE POLE, 3 FEET WEST OF A CONCRETE RIGHT OF WAY MARKER
 NM0197'POST, 9 FEET NORTHWEST OF ANOTHER CONCRETE RIGHT OF WAY MARKER
 NM0197'POST, 1 FOOT EAST OF A STEEL POST, A BRONZE DISK SET IN THE TOP OF
 NM0197'A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0425 ***********************************************************************
 NM0425  DESIGNATION -  B 237 RESET
 NM0425  PID         -  NM0425
 NM0425  STATE/COUNTY-  NE/DAKOTA
 NM0425  USGS QUAD   -  HOMER (1976)
 NM0425
 NM0425                         *CURRENT SURVEY CONTROL
 NM0425  ___________________________________________________________________
 NM0425* NAD 83(1986)-  42 16 35.     (N)    096 29 11.     (W)     SCALED    
 NM0425* NAVD 88     -       346.06   (+/-2cm)    1135.4    (feet)  VERTCON   
 NM0425  ___________________________________________________________________
 NM0425  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 NM0425
 NM0425  VERT ORDER  -  THIRD (See Below)
 NM0425
 NM0425.The horizontal coordinates were scaled from a topographic map and have
 NM0425.an estimated accuracy of +/- 6 seconds.
 NM0425
 NM0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM0425.The vertical order pertains to the NGVD 29 superseded value.
 NM0425
 NM0425.The geoid height was determined by GEOID03.
 NM0425
 NM0425;                    North         East    Units  Estimated Accuracy
 NM0425;SPC NE       -   277,140.      789,690.      MT  (+/- 180 meters Scaled)
 NM0425
 NM0425                          SUPERSEDED SURVEY CONTROL
 NM0425
 NM0425  NGVD 29 (08/02/06)  345.90   (m)         1134.8    (f) RESET       3  
 NM0425
 NM0425.Superseded values are not recommended for survey control.
 NM0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0425.See file dsdata.txt to determine how the superseded data were derived.
 NM0425
 NM0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM072835(NAD 83)
 NM0425_MARKER: DV = VERTICAL CONTROL DISK
 NM0425_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM0425+WITH SETTING: INTO GROUND
 NM0425_STAMPING: B 237 RESET 1975
 NM0425_MARK LOGO: NGS   
 NM0425_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NM0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0425
 NM0425  HISTORY     - Date     Condition        Report By
 NM0425  HISTORY     - 1975     MONUMENTED       NGS
 NM0425  HISTORY     - 19920414 GOOD             NEDR
 NM0425
 NM0425                          STATION DESCRIPTION
 NM0425
 NM0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NM0425'3.2 MI S FROM HOMER.
 NM0425'TO REACH THE BENCH MARK FROM THE POST OFFICE IN HOMER, GO
 NM0425'EAST ON MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY
 NM0425'77, TURN RIGHT AND GO SOUTH ON HIGHWAY 77 FOR 3.15 MILES TO THE
 NM0425'BENCH MARK ON THE LEFT, 32 FEET EAST OF A CORNER FENCE POST, 2 FEET
 NM0425'SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, 1 FOOT SOUTHEAST OF A
 NM0425'METAL WITNESS POST, 6 INCHES SOUTH OF AN EAST-WEST FENCE AND ON
 NM0425'THE EAST RIGHT-OF-WAY OF HIGHWAY 77.  A 4-INCH CAST ALUMINUM
 NM0425'BENCH MARK STAMPED B 237 RESET 1975 AND SET FLUSH WITH THE GROUND
 NM0425'SURFACE.
 NM0425
 NM0425                          STATION RECOVERY (1992)
 NM0425
 NM0425'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (HED)
 NM0425'TO REACH THE BENCH MARK FROM THE POST OFFICE IN HOMER, GO EAST ON MAIN
 NM0425'STREET FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF U.S.  HIGHWAY 77, TURN
 NM0425'RIGHT AND GO SOUTH ON THE HIGHWAY FOR 3.15 MI (5.07 KM) TO THE BENCH
 NM0425'MARK ON THE LEFT, 10 FT (3.0 M) WEST OF A DIRT RIDGE AND IN AN
 NM0425'EAST/WEST FENCE LINE, 1.O FT NORTH OF A MTEAL WITNESS POST, AT HIGHWAY
 NM0425'STATIONING 550+00 AND ON THE EAST RIGHT-OF-WAY OF HIGHWAY 77.  THE
 NM0425'BENCH MARK IS A STANDARD DISK, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 NM0425'CLAD METAL ROD, WITH A 10-INCH STEEL PLATE BOLTED TO THE BOTTOM,
 NM0425'ENCASED IN A PLASTIC PIPE THAT IS LEVEL WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0427 ***********************************************************************
 NM0427  DESIGNATION -  B 237 RESET
 NM0427  PID         -  NM0427
 NM0427  STATE/COUNTY-  NE/DAKOTA
 NM0427  USGS QUAD   -  HOMER (1976)
 NM0427
 NM0427                         *CURRENT SURVEY CONTROL
 NM0427  ___________________________________________________________________
 NM0427* NAD 83(1986)-  42 16 36.     (N)    096 29 04.     (W)     SCALED    
 NM0427* NAVD 88     -       346.11   (+/-2cm)    1135.5    (feet)  VERTCON   
 NM0427  ___________________________________________________________________
 NM0427  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 NM0427
 NM0427  VERT ORDER  -  THIRD (See Below)
 NM0427
 NM0427.The horizontal coordinates were scaled from a topographic map and have
 NM0427.an estimated accuracy of +/- 6 seconds.
 NM0427
 NM0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM0427.The vertical order pertains to the NGVD 29 superseded value.
 NM0427
 NM0427.The geoid height was determined by GEOID03.
 NM0427
 NM0427;                    North         East    Units  Estimated Accuracy
 NM0427;SPC NE       -   277,170.      789,850.      MT  (+/- 180 meters Scaled)
 NM0427
 NM0427                          SUPERSEDED SURVEY CONTROL
 NM0427
 NM0427  NGVD 29 (??/??/??)  345.95   (m)         1135.0    (f) RESET       3  
 NM0427
 NM0427.Superseded values are not recommended for survey control.
 NM0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0427.See file dsdata.txt to determine how the superseded data were derived.
 NM0427
 NM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM074835(NAD 83)
 NM0427_MARKER: DB = BENCH MARK DISK
 NM0427_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM0427+WITH SETTING: INTO GROUND
 NM0427_STAMPING: B 237 RESET 1973
 NM0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0427+STABILITY: SURFACE MOTION
 NM0427
 NM0427  HISTORY     - Date     Condition        Report By
 NM0427  HISTORY     - 1973     MONUMENTED       NGS
 NM0427
 NM0427                          STATION DESCRIPTION
 NM0427
 NM0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM0427'3.2 MI S FROM HOMER.
 NM0427'TO REACH THE STATION FROM THE POST OFFICE IN HOMER, GO EAST ON
 NM0427'MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 77,
 NM0427'TURN RIGHT AND GO SOUTH ON HIGHWAY 77 FOR 3.15 MILES TO THE
 NM0427'BENCH MARK ON THE LEFT, 10 FEET SOUTH OF A DIRT RIDGE AND
 NM0427'EAST-WEST FENCE LINE, 1 FOOT NORTH OF A METAL WITNESS POST AT
 NM0427'HIGHWAY STATIONING 550+00 AND ON THE EAST RIGHT-OF-WAY EDGE FOR
 NM0427'HIGHWAY 77.  THE BENCH MARK IS A STANDARD DISK STAMPED B 237
 NM0427'RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 NM0427'WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A
 NM0427'PLASTIC PIPE AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0713 ***********************************************************************
 NM0713  DESIGNATION -  B 238
 NM0713  PID         -  NM0713
 NM0713  STATE/COUNTY-  NE/THURSTON
 NM0713  USGS QUAD   -  EMERSON SE (1967)
 NM0713
 NM0713                         *CURRENT SURVEY CONTROL
 NM0713  ___________________________________________________________________
 NM0713* NAD 83(1986)-  42 15 49.     (N)    096 34 12.     (W)     SCALED    
 NM0713* NAVD 88     -       436.699  (meters)    1432.74   (feet)  ADJUSTED  
 NM0713  ___________________________________________________________________
 NM0713  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 NM0713  DYNAMIC HT  -         436.551 (meters)    1432.25  (feet)  COMP
 NM0713  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 NM0713
 NM0713  VERT ORDER  -  SECOND    CLASS 0
 NM0713
 NM0713.The horizontal coordinates were scaled from a topographic map and have
 NM0713.an estimated accuracy of +/- 6 seconds.
 NM0713
 NM0713.The orthometric height was determined by differential leveling
 NM0713.and adjusted by the National Geodetic Survey in June 1991..
 NM0713
 NM0713.The geoid height was determined by GEOID03.
 NM0713
 NM0713.The dynamic height is computed by dividing the NAVD 88
 NM0713.geopotential number by the normal gravity value computed on the
 NM0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0713.degrees latitude (g = 980.6199 gals.).
 NM0713
 NM0713.The modeled gravity was interpolated from observed gravity values.
 NM0713
 NM0713;                    North         East    Units  Estimated Accuracy
 NM0713;SPC NE       -   275,440.      782,860.      MT  (+/- 180 meters Scaled)
 NM0713
 NM0713                          SUPERSEDED SURVEY CONTROL
 NM0713
 NM0713  NGVD 29 (??/??/92)  436.536  (m)         1432.20   (f) ADJ UNCH    2 0
 NM0713
 NM0713.Superseded values are not recommended for survey control.
 NM0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0713.See file dsdata.txt to determine how the superseded data were derived.
 NM0713
 NM0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM004819(NAD 83)
 NM0713_MARKER: DB = BENCH MARK DISK
 NM0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0713_STAMPING: B 238 1947
 NM0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0713+STABILITY: SURFACE MOTION
 NM0713
 NM0713  HISTORY     - Date     Condition        Report By
 NM0713  HISTORY     - 1947     MONUMENTED       CGS
 NM0713
 NM0713                          STATION DESCRIPTION
 NM0713
 NM0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0713'9 MI E FROM EMERSON.
 NM0713'0.9 MILE SOUTH ALONG STATE HIGHWAY NO. 9 FROM THE RAILROAD
 NM0713'STATION AT EMERSON TO A DIRT CROSS ROAD, THENCE EAST 8.1 MILES
 NM0713'TO A DIRT CROSS ROAD AND THE DISTRICT NO. 36 SCHOOL HOUSE,
 NM0713'145.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL, 31.5
 NM0713'FEET SOUTH OF THE EAST-WEST ROAD, 21.8 FEET WEST OF THE
 NM0713'NORTH-SOUTH ROAD, 11.4 FEET SOUTH OF A FENCE CORNER POST, 1.0
 NM0713'FOOT EAST OF A BARBED WIRE FENCE, 1.0 FOOT NORTH OF A 4 IN X
 NM0713'4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0726 ***********************************************************************
 NM0726  DESIGNATION -  B 239
 NM0726  PID         -  NM0726
 NM0726  STATE/COUNTY-  NE/THURSTON
 NM0726  USGS QUAD   -  THURSTON (1966)
 NM0726
 NM0726                         *CURRENT SURVEY CONTROL
 NM0726  ___________________________________________________________________
 NM0726* NAD 83(1986)-  42 09 46.     (N)    096 40 04.     (W)     SCALED    
 NM0726* NAVD 88     -       451.266  (meters)    1480.53   (feet)  ADJUSTED  
 NM0726  ___________________________________________________________________
 NM0726  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 NM0726  DYNAMIC HT  -         451.108 (meters)    1480.01  (feet)  COMP
 NM0726  MODELED GRAV-     980,258.1   (mgal)                       NAVD 88
 NM0726
 NM0726  VERT ORDER  -  SECOND    CLASS 0
 NM0726
 NM0726.The horizontal coordinates were scaled from a topographic map and have
 NM0726.an estimated accuracy of +/- 6 seconds.
 NM0726
 NM0726.The orthometric height was determined by differential leveling
 NM0726.and adjusted by the National Geodetic Survey in June 1991..
 NM0726
 NM0726.The geoid height was determined by GEOID03.
 NM0726
 NM0726.The dynamic height is computed by dividing the NAVD 88
 NM0726.geopotential number by the normal gravity value computed on the
 NM0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0726.degrees latitude (g = 980.6199 gals.).
 NM0726
 NM0726.The modeled gravity was interpolated from observed gravity values.
 NM0726
 NM0726;                    North         East    Units  Estimated Accuracy
 NM0726;SPC NE       -   263,940.      775,230.      MT  (+/- 180 meters Scaled)
 NM0726
 NM0726                          SUPERSEDED SURVEY CONTROL
 NM0726
 NM0726  NGVD 29 (??/??/92)  451.109  (m)         1480.01   (f) ADJ UNCH    2 0
 NM0726
 NM0726.Superseded values are not recommended for survey control.
 NM0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0726.See file dsdata.txt to determine how the superseded data were derived.
 NM0726
 NM0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM926704(NAD 83)
 NM0726_MARKER: DB = BENCH MARK DISK
 NM0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0726_STAMPING: B 239 1947
 NM0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0726+STABILITY: SURFACE MOTION
 NM0726
 NM0726  HISTORY     - Date     Condition        Report By
 NM0726  HISTORY     - 1947     MONUMENTED       CGS
 NM0726  HISTORY     - 1965     POOR             NGS
 NM0726
 NM0726                          STATION DESCRIPTION
 NM0726
 NM0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0726'3 MI SE FROM THURSTON.
 NM0726'0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE WATER TOWER AT THURSTON,
 NM0726'THENCE SOUTH 1.0 MILE TO A DIRT CROSS ROAD, THENCE EAST 2.0
 NM0726'MILES TO A DIRT CROSS ROAD, 45.6 FEET NORTHWEST OF THE CENTER
 NM0726'OF THE INTERSECTION, 34.8 FEET NORTH OF THE EAST-WEST ROAD,
 NM0726'25.6 FEET WEST OF THE NORTH-SOUTH ROAD, 11.5 FEET NORTH OF A
 NM0726'POWER POLE, 2.0 FEET EAST OF A BARBED WIRE FENCE, 2.0 FEET
 NM0726'SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A
 NM0726'CONCRETE POST AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0726
 NM0726                          STATION RECOVERY (1965)
 NM0726
 NM0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0726'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0441 ***********************************************************************
 NM0441  DESIGNATION -  B 240
 NM0441  PID         -  NM0441
 NM0441  STATE/COUNTY-  NE/THURSTON
 NM0441  USGS QUAD   -  ALBATON (1969)
 NM0441
 NM0441                         *CURRENT SURVEY CONTROL
 NM0441  ___________________________________________________________________
 NM0441* NAD 83(1986)-  42 11 33.     (N)    096 22 08.     (W)     SCALED    
 NM0441* NAVD 88     -       424.170  (meters)    1391.63   (feet)  ADJUSTED  
 NM0441  ___________________________________________________________________
 NM0441  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 NM0441  DYNAMIC HT  -         424.027 (meters)    1391.16  (feet)  COMP
 NM0441  MODELED GRAV-     980,273.1   (mgal)                       NAVD 88
 NM0441
 NM0441  VERT ORDER  -  SECOND    CLASS 0
 NM0441
 NM0441.The horizontal coordinates were scaled from a topographic map and have
 NM0441.an estimated accuracy of +/- 6 seconds.
 NM0441
 NM0441.The orthometric height was determined by differential leveling
 NM0441.and adjusted by the National Geodetic Survey in June 1991..
 NM0441
 NM0441.The geoid height was determined by GEOID03.
 NM0441
 NM0441.The dynamic height is computed by dividing the NAVD 88
 NM0441.geopotential number by the normal gravity value computed on the
 NM0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0441.degrees latitude (g = 980.6199 gals.).
 NM0441
 NM0441.The modeled gravity was interpolated from observed gravity values.
 NM0441
 NM0441;                    North         East    Units  Estimated Accuracy
 NM0441;SPC NE       -   268,230.      799,760.      MT  (+/- 180 meters Scaled)
 NM0441
 NM0441                          SUPERSEDED SURVEY CONTROL
 NM0441
 NM0441  NGVD 29 (??/??/92)  424.019  (m)         1391.14   (f) ADJ UNCH    2 0
 NM0441
 NM0441.Superseded values are not recommended for survey control.
 NM0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0441.See file dsdata.txt to determine how the superseded data were derived.
 NM0441
 NM0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM172745(NAD 83)
 NM0441_MARKER: DB = BENCH MARK DISK
 NM0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0441_STAMPING: B 240 1947
 NM0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0441+STABILITY: SURFACE MOTION
 NM0441
 NM0441  HISTORY     - Date     Condition        Report By
 NM0441  HISTORY     - 1947     MONUMENTED       CGS
 NM0441  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0441
 NM0441                          STATION DESCRIPTION
 NM0441
 NM0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0441'8.6 MI SE FROM WINNEBAGO.
 NM0441'5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 73 E FROM THE JUNCTION
 NM0441'WITH U.S. HIGHWAY NO. 77 AT WINNEBAGO, THENCE EAST 0.8 MILE
 NM0441'ALONG A DIRT ROAD FROM THE DISTRICT NO. 35 SCHOOL, THENCE NORTH
 NM0441'1.0 MILE ALONG A DIRT ROAD, THENCE EAST 1.0 MILE ALONG A NARROW
 NM0441'UNIMPROVED DIRT ROAD, AT A POINT WHERE THE ROAD TURNS SOUTH,
 NM0441'40.2 FEET NORTH OF AN ELM TREE 2.0 FEET IN DIAMETER, 23.1 FEET
 NM0441'EAST OF THE CENTER OF THE ROAD, 9.9 FEET SOUTH OF A FENCE CORNER,
 NM0441'9.0 FEET NORTH OF THE CENTER OF A FARM DRIVEWAY, 2.0 FEET WEST OF
 NM0441'A BARBED WIRE FENCE, 2.0 FEET SOUTH OF A 4 IN X 4 IN MARKER POST
 NM0441'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 NM0441'GROUND.
 NM0441
 NM0441                          STATION RECOVERY (1965)
 NM0441
 NM0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0327 ***********************************************************************
 MK0327  DESIGNATION -  B 241
 MK0327  PID         -  MK0327
 MK0327  STATE/COUNTY-  NE/BURT
 MK0327  USGS QUAD   -  WEST POINT SE (1966)
 MK0327
 MK0327                         *CURRENT SURVEY CONTROL
 MK0327  ___________________________________________________________________
 MK0327* NAD 83(1986)-  41 49 45.     (N)    096 30 30.     (W)     SCALED    
 MK0327* NAVD 88     -       391.306  (meters)    1283.81   (feet)  ADJUSTED  
 MK0327  ___________________________________________________________________
 MK0327  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 MK0327  DYNAMIC HT  -         391.162 (meters)    1283.34  (feet)  COMP
 MK0327  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 MK0327
 MK0327  VERT ORDER  -  SECOND    CLASS 0
 MK0327
 MK0327.The horizontal coordinates were scaled from a topographic map and have
 MK0327.an estimated accuracy of +/- 6 seconds.
 MK0327
 MK0327.The orthometric height was determined by differential leveling
 MK0327.and adjusted by the National Geodetic Survey in June 1991..
 MK0327
 MK0327.The geoid height was determined by GEOID03.
 MK0327
 MK0327.The dynamic height is computed by dividing the NAVD 88
 MK0327.geopotential number by the normal gravity value computed on the
 MK0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0327.degrees latitude (g = 980.6199 gals.).
 MK0327
 MK0327.The modeled gravity was interpolated from observed gravity values.
 MK0327
 MK0327;                    North         East    Units  Estimated Accuracy
 MK0327;SPC NE       -   227,440.      789,890.      MT  (+/- 180 meters Scaled)
 MK0327
 MK0327                          SUPERSEDED SURVEY CONTROL
 MK0327
 MK0327  NGVD 29 (??/??/92)  391.171  (m)         1283.37   (f) ADJ UNCH    2 0
 MK0327
 MK0327.Superseded values are not recommended for survey control.
 MK0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0327.See file dsdata.txt to determine how the superseded data were derived.
 MK0327
 MK0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM069338(NAD 83)
 MK0327_MARKER: DB = BENCH MARK DISK
 MK0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0327_STAMPING: B 241 1947
 MK0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0327+STABILITY: SURFACE MOTION
 MK0327
 MK0327  HISTORY     - Date     Condition        Report By
 MK0327  HISTORY     - 1947     MONUMENTED       CGS
 MK0327  HISTORY     - 1957     GOOD             NGS
 MK0327
 MK0327                          STATION DESCRIPTION
 MK0327
 MK0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0327'2.4 MI SW FROM OAKLAND.
 MK0327'0.4 MILE SOUTH AND 2.05 MILES WEST ALONG STATE HIGHWAY NO. 9
 MK0327'FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT
 MK0327'OAKLAND, AT THE OAKLAND AIRPORT, AT THE SOUTHWEST CORNER OF THE
 MK0327'MAIN HANGAR AND OFFICE BUILDING, 1.5 FOOT SOUTHWEST OF THE
 MK0327'SOUTHWEST CORNER OF THE BUILDING, 0.8 FOOT WEST OF THE WEST
 MK0327'EDGE OF THE CONCRETE WALK LEADING TO THE ENTRANCE DOOR, SET IN A
 MK0327'CONCRETE POST ABOUT FLUSH WITH THE GROUND AND THE CONCRETE
 MK0327'WALK.  THIS IS THE HIGH POINT OF THE FIELD.  NOTE-- RUNWAY AREA
 MK0327'IS UNDER CULTIVATION.
 MK0327
 MK0327                          STATION RECOVERY (1957)
 MK0327
 MK0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0285 ***********************************************************************
 MK0285  DESIGNATION -  B 242
 MK0285  PID         -  MK0285
 MK0285  STATE/COUNTY-  NE/BURT
 MK0285  USGS QUAD   -  BERTHA (1970)
 MK0285
 MK0285                         *CURRENT SURVEY CONTROL
 MK0285  ___________________________________________________________________
 MK0285* NAD 83(1986)-  41 58 07.     (N)    096 17 23.     (W)     SCALED    
 MK0285* NAVD 88     -       349.218  (meters)    1145.73   (feet)  ADJUSTED  
 MK0285  ___________________________________________________________________
 MK0285  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 MK0285  DYNAMIC HT  -         349.093 (meters)    1145.32  (feet)  COMP
 MK0285  MODELED GRAV-     980,254.2   (mgal)                       NAVD 88
 MK0285
 MK0285  VERT ORDER  -  SECOND    CLASS 0
 MK0285
 MK0285.The horizontal coordinates were scaled from a topographic map and have
 MK0285.an estimated accuracy of +/- 6 seconds.
 MK0285
 MK0285.The orthometric height was determined by differential leveling
 MK0285.and adjusted by the National Geodetic Survey in June 1991..
 MK0285
 MK0285.The geoid height was determined by GEOID03.
 MK0285
 MK0285.The dynamic height is computed by dividing the NAVD 88
 MK0285.geopotential number by the normal gravity value computed on the
 MK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0285.degrees latitude (g = 980.6199 gals.).
 MK0285
 MK0285.The modeled gravity was interpolated from observed gravity values.
 MK0285
 MK0285;                    North         East    Units  Estimated Accuracy
 MK0285;SPC NE       -   243,670.      807,360.      MT  (+/- 180 meters Scaled)
 MK0285
 MK0285                          SUPERSEDED SURVEY CONTROL
 MK0285
 MK0285  NGVD 29 (??/??/92)  349.071  (m)         1145.24   (f) ADJ UNCH    2 0
 MK0285
 MK0285.Superseded values are not recommended for survey control.
 MK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0285.See file dsdata.txt to determine how the superseded data were derived.
 MK0285
 MK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM245498(NAD 83)
 MK0285_MARKER: DB = BENCH MARK DISK
 MK0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0285_STAMPING: B 242 1947
 MK0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0285+STABILITY: SURFACE MOTION
 MK0285
 MK0285  HISTORY     - Date     Condition        Report By
 MK0285  HISTORY     - 1947     MONUMENTED       CGS
 MK0285
 MK0285                          STATION DESCRIPTION
 MK0285
 MK0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0285'4.7 MI SW FROM DECATUR.
 MK0285'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE AT
 MK0285'DECATUR, THENCE 3.4 MILES WEST AND SOUTHWEST ALONG STATE HIGHWAY
 MK0285'NO. 118, 0.25 MILE SOUTHWEST OF THE JUNCTION OF A GRAVEL ROAD
 MK0285'LEADING WEST, AT THE TOP OF A HILL, 79.0 FEET NORTHEAST OF A
 MK0285'3-FOOT BOXELDER TREE, 61.0 FEET NORTHEAST OF POWER LINE POLE
 MK0285'NO. C13 26, 31.0 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY,
 MK0285'1.5 FOOT SOUTHWEST OF A REFERENCE POST, 1.5 FOOT SOUTHEAST OF
 MK0285'THE NORTHWEST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT
 MK0285'3 FEET BELOW THE HIGHWAY AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0286 ***********************************************************************
 MK0286  DESIGNATION -  B 242 RESET
 MK0286  PID         -  MK0286
 MK0286  STATE/COUNTY-  NE/BURT
 MK0286  USGS QUAD   -  BERTHA (1970)
 MK0286
 MK0286                         *CURRENT SURVEY CONTROL
 MK0286  ___________________________________________________________________
 MK0286* NAD 83(1986)-  41 58 07.     (N)    096 17 24.     (W)     SCALED    
 MK0286* NAVD 88     -       349.80   (meters)    1147.6    (feet)  RESET     
 MK0286  ___________________________________________________________________
 MK0286  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 MK0286
 MK0286  VERT ORDER  -  THIRD
 MK0286
 MK0286.The horizontal coordinates were scaled from a topographic map and have
 MK0286.an estimated accuracy of +/- 6 seconds.
 MK0286
 MK0286.The orthometric height was computed from unverified reset data.
 MK0286
 MK0286.The geoid height was determined by GEOID03.
 MK0286
 MK0286;                    North         East    Units  Estimated Accuracy
 MK0286;SPC NE       -   243,670.      807,340.      MT  (+/- 180 meters Scaled)
 MK0286
 MK0286                          SUPERSEDED SURVEY CONTROL
 MK0286
 MK0286  NGVD 29 (??/??/??)  348.49   (m)         1143.3    (f) RESET       3  
 MK0286
 MK0286.Superseded values are not recommended for survey control.
 MK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0286.See file dsdata.txt to determine how the superseded data were derived.
 MK0286
 MK0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM245498(NAD 83)
 MK0286_MARKER: DB = BENCH MARK DISK
 MK0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0286_STAMPING: B 242 RESET 1948
 MK0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0286+STABILITY: SURFACE MOTION
 MK0286
 MK0286  HISTORY     - Date     Condition        Report By
 MK0286  HISTORY     - 1948     MONUMENTED       NEDR
 MK0286
 MK0286                          STATION DESCRIPTION
 MK0286
 MK0286'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1948
 MK0286'4.7 MI SW FROM DECATUR.
 MK0286'1.3 MILES SOUTH ALONG U.S. HIGHWAY 73 E FROM THE POST OFFICE AT
 MK0286'DECATUR, THENCE 3.4 MILES WEST AND SOUTHWEST ALONG STATE HIGHWAY
 MK0286'118, ABOUT 1/4 MILE SOUTHWEST OF THE JUNCTION OF A GRAVEL ROAD
 MK0286'LEADING WEST, AT THE TOP OF A HILL, ABOUT 692 FEET SOUTHWEST OF A
 MK0286'48-INCH PIPE CULVERT, ABOUT 380 FEET NORTHEAST OF A 36-INCH PIPE
 MK0286'CULVERT, 98 FEET WEST OF A POWER-TRANSMISSION LINE POLE AT THE
 MK0286'SOUTHEAST SIDE OF THE HIGHWAY, 40 FEET NORTHWEST OF THE CENTER
 MK0286'LINE OF THE HIGHWAY, 11.5 FEET SOUTHWEST OF A POWER-TRANSMISSION
 MK0286'LINE POLE, AND 0.6 FOOT NORTHEAST OF A WHITE WOODEN WITNESS
 MK0286'POST.  (1.899 FEET LOWER THAN B 242).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0626 ***********************************************************************
 MK0626  DESIGNATION -  B 243
 MK0626  PID         -  MK0626
 MK0626  STATE/COUNTY-  NE/DOUGLAS
 MK0626  USGS QUAD   -  ELKHORN (1983)
 MK0626
 MK0626                         *CURRENT SURVEY CONTROL
 MK0626  ___________________________________________________________________
 MK0626* NAD 83(1986)-  41 21 00.     (N)    096 11 15.     (W)     SCALED    
 MK0626* NAVD 88     -       363.179  (meters)    1191.53   (feet)  ADJUSTED  
 MK0626  ___________________________________________________________________
 MK0626  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MK0626  DYNAMIC HT  -         363.011 (meters)    1190.98  (feet)  COMP
 MK0626  MODELED GRAV-     980,150.9   (mgal)                       NAVD 88
 MK0626
 MK0626  VERT ORDER  -  SECOND    CLASS 0
 MK0626
 MK0626.The horizontal coordinates were scaled from a topographic map and have
 MK0626.an estimated accuracy of +/- 6 seconds.
 MK0626
 MK0626.The orthometric height was determined by differential leveling
 MK0626.and adjusted by the National Geodetic Survey in June 1991..
 MK0626
 MK0626.The geoid height was determined by GEOID03.
 MK0626
 MK0626.The dynamic height is computed by dividing the NAVD 88
 MK0626.geopotential number by the normal gravity value computed on the
 MK0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0626.degrees latitude (g = 980.6199 gals.).
 MK0626
 MK0626.The modeled gravity was interpolated from observed gravity values.
 MK0626
 MK0626;                    North         East    Units  Estimated Accuracy
 MK0626;SPC NE       -   175,420.      818,850.      MT  (+/- 180 meters Scaled)
 MK0626
 MK0626                          SUPERSEDED SURVEY CONTROL
 MK0626
 MK0626  NGVD 29 (??/??/92)  363.044  (m)         1191.09   (f) ADJ UNCH    2 0
 MK0626
 MK0626.Superseded values are not recommended for survey control.
 MK0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0626.See file dsdata.txt to determine how the superseded data were derived.
 MK0626
 MK0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL352814(NAD 83)
 MK0626_MARKER: DB = BENCH MARK DISK
 MK0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0626_SP_SET: CULVERT
 MK0626_STAMPING: B 243 1947
 MK0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0626+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2006
 MK0626
 MK0626  HISTORY     - Date     Condition        Report By
 MK0626  HISTORY     - 1947     MONUMENTED       CGS
 MK0626  HISTORY     - 1976     GOOD             LOCSUR
 MK0626  HISTORY     - 20060226 GOOD             INDIV
 MK0626
 MK0626                          STATION DESCRIPTION
 MK0626
 MK0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0626'5 MI SE FROM ELK CITY.
 MK0626'5.05 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 8 FROM THE PUBLIC
 MK0626'SCHOOL AT ELK CITY, AT THE CROSSING OF A CREEK, 178.0 FEET EAST
 MK0626'OF AND ACROSS THE HIGHWAY FROM THE CENTER OF A PRIVATE GRAVEL
 MK0626'ROAD LEADING SOUTH TO A FARM HOUSE, 16.6 FEET NORTH OF THE CENTER
 MK0626'OF THE HIGHWAY, SET IN THE TOP OF AND 1.5 FOOT EAST OF THE WEST
 MK0626'END OF THE NORTH HEAD WALL OF A 5-FOOT ARCHED CONCRETE CULVERT
 MK0626'UNDER THE HIGHWAY, ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 MK0626
 MK0626                          STATION RECOVERY (1976)
 MK0626
 MK0626'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0626'RECOVERED IN GOOD CONDITION.
 MK0626
 MK0626                          STATION RECOVERY (2006)
 MK0626
 MK0626'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MTC)
 MK0626'THE REFERENCED STATE HWY NO 8 IS LOCALLY MILITARY ROAD. THE MARK IS
 MK0626'LOCATED APPROXIMATELY 1/2 MILE WEST OF 168TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0134 ***********************************************************************
 MK0134  DESIGNATION -  B 245
 MK0134  PID         -  MK0134
 MK0134  STATE/COUNTY-  NE/WASHINGTON
 MK0134  USGS QUAD   -  BLAIR (1983)
 MK0134
 MK0134                         *CURRENT SURVEY CONTROL
 MK0134  ___________________________________________________________________
 MK0134* NAD 83(1986)-  41 33 10.     (N)    096 07 34.     (W)     SCALED    
 MK0134* NAVD 88     -       325.189  (meters)    1066.89   (feet)  ADJUSTED  
 MK0134  ___________________________________________________________________
 MK0134  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 MK0134  DYNAMIC HT  -         325.041 (meters)    1066.41  (feet)  COMP
 MK0134  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 MK0134
 MK0134  VERT ORDER  -  SECOND    CLASS 0
 MK0134
 MK0134.The horizontal coordinates were scaled from a topographic map and have
 MK0134.an estimated accuracy of +/- 6 seconds.
 MK0134
 MK0134.The orthometric height was determined by differential leveling
 MK0134.and adjusted by the National Geodetic Survey in June 1991..
 MK0134
 MK0134.The geoid height was determined by GEOID03.
 MK0134
 MK0134.The dynamic height is computed by dividing the NAVD 88
 MK0134.geopotential number by the normal gravity value computed on the
 MK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0134.degrees latitude (g = 980.6199 gals.).
 MK0134
 MK0134.The modeled gravity was interpolated from observed gravity values.
 MK0134
 MK0134;                    North         East    Units  Estimated Accuracy
 MK0134;SPC NE       -   198,140.      822,970.      MT  (+/- 180 meters Scaled)
 MK0134
 MK0134                          SUPERSEDED SURVEY CONTROL
 MK0134
 MK0134  NGVD 29 (??/??/92)  325.045  (m)         1066.42   (f) ADJ UNCH    2 0
 MK0134
 MK0134.Superseded values are not recommended for survey control.
 MK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0134.See file dsdata.txt to determine how the superseded data were derived.
 MK0134
 MK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM396041(NAD 83)
 MK0134_MARKER: DB = BENCH MARK DISK
 MK0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0134_STAMPING: B 245 1947
 MK0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0134+STABILITY: SURFACE MOTION
 MK0134
 MK0134  HISTORY     - Date     Condition        Report By
 MK0134  HISTORY     - 1947     MONUMENTED       CGS
 MK0134  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0134
 MK0134                          STATION DESCRIPTION
 MK0134
 MK0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0134'1 MI NE FROM BLAIR.
 MK0134'0.3 MILE EAST ALONG U.S. HIGHWAY NO. 30 FROM THE UNION RAILROAD
 MK0134'STATION AT BLAIR, THENCE 0.65 MILE NORTH ALONG A GRAVEL ROAD, IN
 MK0134'THE NORTHEAST ANGLE OF A CROSS ROAD, 67.0 FEET EAST OF THE
 MK0134'CENTER OF THE NORTH-SOUTH ROAD, 50.0 FEET NORTHEAST OF A FENCE
 MK0134'CORNER POST, 50.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 MK0134'30.5 FEET WEST OF A POWER LINE POLE, 2.0 FEET NORTH OF A REFERENCE
 MK0134'POST, SET IN A CONCRETE POST ABOUT 6 FEET ABOVE THE NORTH-SOUTH
 MK0134'ROAD AND ABOUT 3 FEET BELOW THE EAST-WEST ROAD, PROJECTING 0.6
 MK0134'FOOT.  NOTE-- ROAD CHANGED AND FENCE HAS BEEN RESET.
 MK0134
 MK0134                          STATION RECOVERY (1965)
 MK0134
 MK0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0422 ***********************************************************************
 MK0422  DESIGNATION -  B 247
 MK0422  PID         -  MK0422
 MK0422  STATE/COUNTY-  NE/WASHINGTON
 MK0422  USGS QUAD   -  ORUM (1969)
 MK0422
 MK0422                         *CURRENT SURVEY CONTROL
 MK0422  ___________________________________________________________________
 MK0422* NAD 83(1986)-  41 32 44.     (N)    096 15 03.     (W)     SCALED    
 MK0422* NAVD 88     -       385.263  (meters)    1263.98   (feet)  ADJUSTED  
 MK0422  ___________________________________________________________________
 MK0422  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 MK0422  DYNAMIC HT  -         385.087 (meters)    1263.41  (feet)  COMP
 MK0422  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 MK0422
 MK0422  VERT ORDER  -  SECOND    CLASS 0
 MK0422
 MK0422.The horizontal coordinates were scaled from a topographic map and have
 MK0422.an estimated accuracy of +/- 6 seconds.
 MK0422
 MK0422.The orthometric height was determined by differential leveling
 MK0422.and adjusted by the National Geodetic Survey in June 1991..
 MK0422
 MK0422.The geoid height was determined by GEOID03.
 MK0422
 MK0422.The dynamic height is computed by dividing the NAVD 88
 MK0422.geopotential number by the normal gravity value computed on the
 MK0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0422.degrees latitude (g = 980.6199 gals.).
 MK0422
 MK0422.The modeled gravity was interpolated from observed gravity values.
 MK0422
 MK0422;                    North         East    Units  Estimated Accuracy
 MK0422;SPC NE       -   196,880.      812,620.      MT  (+/- 180 meters Scaled)
 MK0422
 MK0422                          SUPERSEDED SURVEY CONTROL
 MK0422
 MK0422  NGVD 29 (??/??/92)  385.114  (m)         1263.49   (f) ADJ UNCH    2 0
 MK0422
 MK0422.Superseded values are not recommended for survey control.
 MK0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0422.See file dsdata.txt to determine how the superseded data were derived.
 MK0422
 MK0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM293029(NAD 83)
 MK0422_MARKER: DB = BENCH MARK DISK
 MK0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0422_STAMPING: B 247 1947
 MK0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0422+STABILITY: SURFACE MOTION
 MK0422
 MK0422  HISTORY     - Date     Condition        Report By
 MK0422  HISTORY     - 1947     MONUMENTED       CGS
 MK0422
 MK0422                          STATION DESCRIPTION
 MK0422
 MK0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0422'1 MI E FROM ORUM.
 MK0422'1.0 MILE EAST ALONG STATE HIGHWAY NO. 91 FROM THE SCHOOL AT
 MK0422'ORUM, AT THE SOUTHEAST CORNER OF THE YARD AROUND THE LINCOLN
 MK0422'SCHOOL, 244.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVEL
 MK0422'ROAD, 119.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MK0422'SCHOOL BUILDING, 40.0 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 MK0422'9.0 FEET SOUTHEAST OF A 2 FOOT ELDER TREE, 8.0 FEET NORTH OF A
 MK0422'TELEPHONE POLE, 2.0 FEET EAST OF A REFERENCE POST, SET IN A
 MK0422'CONCRETE POST ABOUT 2 FEET BELOW THE HIGHWAY AND PROJECTING 0.2
 MK0422'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0514 ***********************************************************************
 MK0514  DESIGNATION -  B 248
 MK0514  PID         -  MK0514
 MK0514  STATE/COUNTY-  NE/WASHINGTON
 MK0514  USGS QUAD   -  KENNARD (1968)
 MK0514
 MK0514                         *CURRENT SURVEY CONTROL
 MK0514  ___________________________________________________________________
 MK0514* NAD 83(1986)-  41 28 22.     (N)    096 09 55.     (W)     SCALED    
 MK0514* NAVD 88     -       406.023  (meters)    1332.09   (feet)  ADJUSTED  
 MK0514  ___________________________________________________________________
 MK0514  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 MK0514  DYNAMIC HT  -         405.827 (meters)    1331.45  (feet)  COMP
 MK0514  MODELED GRAV-     980,130.8   (mgal)                       NAVD 88
 MK0514
 MK0514  VERT ORDER  -  SECOND    CLASS 0
 MK0514
 MK0514.The horizontal coordinates were scaled from a topographic map and have
 MK0514.an estimated accuracy of +/- 6 seconds.
 MK0514
 MK0514.The orthometric height was determined by differential leveling
 MK0514.and adjusted by the National Geodetic Survey in June 1991..
 MK0514
 MK0514.The geoid height was determined by GEOID03.
 MK0514
 MK0514.The dynamic height is computed by dividing the NAVD 88
 MK0514.geopotential number by the normal gravity value computed on the
 MK0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0514.degrees latitude (g = 980.6199 gals.).
 MK0514
 MK0514.The modeled gravity was interpolated from observed gravity values.
 MK0514
 MK0514;                    North         East    Units  Estimated Accuracy
 MK0514;SPC NE       -   189,120.      820,100.      MT  (+/- 180 meters Scaled)
 MK0514
 MK0514                          SUPERSEDED SURVEY CONTROL
 MK0514
 MK0514  NGVD 29 (??/??/92)  405.872  (m)         1331.60   (f) ADJ UNCH    2 0
 MK0514
 MK0514.Superseded values are not recommended for survey control.
 MK0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0514.See file dsdata.txt to determine how the superseded data were derived.
 MK0514
 MK0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL367951(NAD 83)
 MK0514_MARKER: DB = BENCH MARK DISK
 MK0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0514_STAMPING: B 248 1947
 MK0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0514+STABILITY: SURFACE MOTION
 MK0514
 MK0514  HISTORY     - Date     Condition        Report By
 MK0514  HISTORY     - 1947     MONUMENTED       CGS
 MK0514  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 MK0514
 MK0514                          STATION DESCRIPTION
 MK0514
 MK0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0514'1.9 MI E FROM KENNARD.
 MK0514'0.1 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 30 FROM THE RAILROAD
 MK0514'STATION AT KENNARD, THENCE EAST 1.8 MILES ALONG A GRAVEL ROAD,
 MK0514'AT THE TOP OF A LONG HILL, 29.4 FEET SOUTH OF THE CENTER OF THE
 MK0514'ROAD, 18.9 FEET WEST OF THE CENTER OF A FIELD ENTRANCE, 8.7 FEET
 MK0514'WEST OF A FENCE CORNER POST, 1.0 FOOT NORTH OF A BARBED WIRE
 MK0514'FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET IN
 MK0514'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 MK0514
 MK0514                          STATION RECOVERY (1986)
 MK0514
 MK0514'RECOVERY NOTE BY US POWER SQUADRON 1986 (MRB)
 MK0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0545 ***********************************************************************
 NM0545  DESIGNATION -  B 249
 NM0545  PID         -  NM0545
 NM0545  STATE/COUNTY-  NE/THURSTON
 NM0545  USGS QUAD   -  WALTHILL SW (1966)
 NM0545
 NM0545                         *CURRENT SURVEY CONTROL
 NM0545  ___________________________________________________________________
 NM0545* NAD 83(1986)-  42 01 53.     (N)    096 24 17.     (W)     SCALED    
 NM0545* NAVD 88     -       403.716  (meters)    1324.52   (feet)  ADJUSTED  
 NM0545  ___________________________________________________________________
 NM0545  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 NM0545  DYNAMIC HT  -         403.573 (meters)    1324.06  (feet)  COMP
 NM0545  MODELED GRAV-     980,255.3   (mgal)                       NAVD 88
 NM0545
 NM0545  VERT ORDER  -  SECOND    CLASS 0
 NM0545
 NM0545.The horizontal coordinates were scaled from a topographic map and have
 NM0545.an estimated accuracy of +/- 6 seconds.
 NM0545
 NM0545.The orthometric height was determined by differential leveling
 NM0545.and adjusted by the National Geodetic Survey in June 1991..
 NM0545
 NM0545.The geoid height was determined by GEOID03.
 NM0545
 NM0545.The dynamic height is computed by dividing the NAVD 88
 NM0545.geopotential number by the normal gravity value computed on the
 NM0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0545.degrees latitude (g = 980.6199 gals.).
 NM0545
 NM0545.The modeled gravity was interpolated from observed gravity values.
 NM0545
 NM0545;                    North         East    Units  Estimated Accuracy
 NM0545;SPC NE       -   250,230.      797,550.      MT  (+/- 180 meters Scaled)
 NM0545
 NM0545                          SUPERSEDED SURVEY CONTROL
 NM0545
 NM0545  NGVD 29 (??/??/92)  403.568  (m)         1324.04   (f) ADJ UNCH    2 0
 NM0545
 NM0545.Superseded values are not recommended for survey control.
 NM0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0545.See file dsdata.txt to determine how the superseded data were derived.
 NM0545
 NM0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM148565(NAD 83)
 NM0545_MARKER: DB = BENCH MARK DISK
 NM0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0545_STAMPING: B 249 1947
 NM0545_MARK LOGO: CGS   
 NM0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0545+STABILITY: SURFACE MOTION
 NM0545
 NM0545  HISTORY     - Date     Condition        Report By
 NM0545  HISTORY     - 1947     MONUMENTED       CGS
 NM0545  HISTORY     - 19910703 GOOD             NEDR
 NM0545
 NM0545                          STATION DESCRIPTION
 NM0545
 NM0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0545'7 MI SE FROM ROSALIE.
 NM0545'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0545'THENCE EAST 5.5 MILES ALONG A DIRT AND GRAVEL ROAD, THENCE SOUTH
 NM0545'1.0 MILE ALONG A DIRT ROAD, AT A DIRT CROSS ROAD, 1.0 MILE SOUTH OF
 NM0545'BENCH MARK K 248, 0.1 MILE WEST OF A FARM HOUSE, 37.0 FEET EAST OF
 NM0545'THE CENTER OF THE NORTH-SOUTH ROAD, 22.8 FEET SOUTH OF THE CENTER
 NM0545'OF THE EAST-WEST ROAD, 9.0 FEET EAST OF A POWER POLE AND A FENCE
 NM0545'CORNER, 2.0 FEET NORTH OF A WIRE FENCE, 2.0 FEET WEST OF A
 NM0545'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0545'PROJECTING 0.3 FOOT ABOVE GROUND.
 NM0545
 NM0545                          STATION RECOVERY (1991)
 NM0545
 NM0545'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 NM0545'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0727 ***********************************************************************
 LH0727  DESIGNATION -  B 25
 LH0727  PID         -  LH0727
 LH0727  STATE/COUNTY-  NE/FURNAS
 LH0727  USGS QUAD   -  HENDLEY (1958)
 LH0727
 LH0727                         *CURRENT SURVEY CONTROL
 LH0727  ___________________________________________________________________
 LH0727* NAD 83(1986)-  40 10 30.     (N)    099 53 30.     (W)     SCALED    
 LH0727* NAVD 88     -       718.272  (meters)    2356.53   (feet)  ADJUSTED  
 LH0727  ___________________________________________________________________
 LH0727  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 LH0727  DYNAMIC HT  -         717.814 (meters)    2355.03  (feet)  COMP
 LH0727  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 LH0727
 LH0727  VERT ORDER  -  FIRST     CLASS II
 LH0727
 LH0727.The horizontal coordinates were scaled from a topographic map and have
 LH0727.an estimated accuracy of +/- 6 seconds.
 LH0727
 LH0727.The orthometric height was determined by differential leveling
 LH0727.and adjusted by the National Geodetic Survey in June 1991..
 LH0727
 LH0727.The geoid height was determined by GEOID03.
 LH0727
 LH0727.The dynamic height is computed by dividing the NAVD 88
 LH0727.geopotential number by the normal gravity value computed on the
 LH0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0727.degrees latitude (g = 980.6199 gals.).
 LH0727
 LH0727.The modeled gravity was interpolated from observed gravity values.
 LH0727
 LH0727;                    North         East    Units  Estimated Accuracy
 LH0727;SPC NE       -    37,940.      509,230.      MT  (+/- 180 meters Scaled)
 LH0727
 LH0727                          SUPERSEDED SURVEY CONTROL
 LH0727
 LH0727  NGVD 29 (??/??/92)  717.993  (m)         2355.62   (f) ADJ UNCH    1 2
 LH0727
 LH0727.Superseded values are not recommended for survey control.
 LH0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0727.See file dsdata.txt to determine how the superseded data were derived.
 LH0727
 LH0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240475(NAD 83)
 LH0727_MARKER: DB = BENCH MARK DISK
 LH0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0727_STAMPING: B 25 1933
 LH0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0727+STABILITY: SURFACE MOTION
 LH0727
 LH0727  HISTORY     - Date     Condition        Report By
 LH0727  HISTORY     - 1933     MONUMENTED       CGS
 LH0727  HISTORY     - 1941     GOOD             NGS
 LH0727
 LH0727                          STATION DESCRIPTION
 LH0727
 LH0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0727'8.8 MI S FROM ARAPAHOE.
 LH0727'LOCATD 8.8 MILES SOUTH OF THE C.B. AND Q. RAILROAD STATION
 LH0727'AT ARAPAHOE, 33 FT. SOUTH OF CENTER OF SECTION ROAD RUNNING
 LH0727'WEST, 36 FT. NORTHEAST OF NE. CORNER OF SCHOOL HOUSE 37 FT.
 LH0727'WEST OF CENTER OF HIGHWAY.  STANDARD TABLET SET IN TOP OF
 LH0727'CONCRETE POST 4 IN HIGH.
 LH0727
 LH0727                          STATION RECOVERY (1941)
 LH0727
 LH0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LH0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0728 ***********************************************************************
 LH0728  DESIGNATION -  B 25 RESET
 LH0728  PID         -  LH0728
 LH0728  STATE/COUNTY-  NE/FURNAS
 LH0728  USGS QUAD   -  HENDLEY (1958)
 LH0728
 LH0728                         *CURRENT SURVEY CONTROL
 LH0728  ___________________________________________________________________
 LH0728* NAD 83(1986)-  40 10 30.     (N)    099 53 32.     (W)     SCALED    
 LH0728* NAVD 88     -       718.338  (meters)    2356.75   (feet)  ADJUSTED  
 LH0728  ___________________________________________________________________
 LH0728  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 LH0728  DYNAMIC HT  -         717.879 (meters)    2355.24  (feet)  COMP
 LH0728  MODELED GRAV-     979,963.5   (mgal)                       NAVD 88
 LH0728
 LH0728  VERT ORDER  -  FIRST     CLASS II
 LH0728
 LH0728.The horizontal coordinates were scaled from a topographic map and have
 LH0728.an estimated accuracy of +/- 6 seconds.
 LH0728
 LH0728.The orthometric height was determined by differential leveling
 LH0728.and adjusted by the National Geodetic Survey in June 1991..
 LH0728
 LH0728.The geoid height was determined by GEOID03.
 LH0728
 LH0728.The dynamic height is computed by dividing the NAVD 88
 LH0728.geopotential number by the normal gravity value computed on the
 LH0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0728.degrees latitude (g = 980.6199 gals.).
 LH0728
 LH0728.The modeled gravity was interpolated from observed gravity values.
 LH0728
 LH0728;                    North         East    Units  Estimated Accuracy
 LH0728;SPC NE       -    37,940.      509,180.      MT  (+/- 180 meters Scaled)
 LH0728
 LH0728                          SUPERSEDED SURVEY CONTROL
 LH0728
 LH0728  NGVD 29 (02/14/92)  718.054  (m)         2355.82   (f) ADJUSTED    1 2
 LH0728
 LH0728.Superseded values are not recommended for survey control.
 LH0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0728.See file dsdata.txt to determine how the superseded data were derived.
 LH0728
 LH0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240475(NAD 83)
 LH0728_MARKER: DB = BENCH MARK DISK
 LH0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0728_SP_SET: CONCRETE POST
 LH0728_STAMPING: B 25 RESET 1953
 LH0728_MARK LOGO: CGS   
 LH0728_PROJECTION: PROJECTING 3 CENTIMETERS
 LH0728_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0728+STABILITY: SURFACE MOTION
 LH0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0728+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1998
 LH0728
 LH0728  HISTORY     - Date     Condition        Report By
 LH0728  HISTORY     - 1953     MONUMENTED       NEDR
 LH0728  HISTORY     - 1954     GOOD             NGS
 LH0728  HISTORY     - 1958     MARK NOT FOUND   USGS
 LH0728  HISTORY     - 1986     GOOD             NGS
 LH0728  HISTORY     - 19980611 GOOD             NEDR
 LH0728
 LH0728                          STATION DESCRIPTION
 LH0728
 LH0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LH0728'8.8 MI S FROM ARAPAHOE.
 LH0728'8.8 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THE CHICAGO,
 LH0728'BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE, 29 FEET
 LH0728'NORTHEAST OF THE NORTHEAST CORNER OF A SCHOOLHOUSE, 33 FEET
 LH0728'SOUTH OF THE CENTERLINE OF A SECTION-LINE ROAD LEADING WEST
 LH0728'AND 51 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 LH0728'DISK, STAMPED B 25 RESET 1953 AND SET IN THE TOP OF A CONCRETE
 LH0728'POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- SEVERAL PIECES
 LH0728'OF CONCRETE WERE FOUND NEAR LOCATION WHICH SEEMED TO BE PART
 LH0728'OF THE POST.
 LH0728
 LH0728                          STATION RECOVERY (1958)
 LH0728
 LH0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LH0728'MARK NOT FOUND.
 LH0728
 LH0728                          STATION RECOVERY (1986)
 LH0728
 LH0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0728'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.7 KM (9.2
 LH0728'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0728'34 AT ARAPAHOE, 23.9 METERS (78.5 FT) WEST ACROSS THE HIGHWAY FROM
 LH0728'MILEPOST 12, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD,
 LH0728'15.8 METERS (52 FT) WEST OF THE HIGHWAY CENTERLINE, 9.4 METERS (31 FT)
 LH0728'SOUTH OF THE CENTER OF THE ROAD, 2.9 METERS (9.5 FT) NORTH-NORTHEAST
 LH0728'OF A POWER POLE WITH 2 GUY WIRES.
 LH0728'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LH0728'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 LH0728
 LH0728                          STATION RECOVERY (1998)
 LH0728
 LH0728'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998
 LH0728'RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF ROAD CONSTRUCTION.
 LH0728'BENCH MARK B 25 RESET, IN 1998, HAS BEEN ESTABLISHED NEARBY.  FOR
 LH0728'FURTHER DETAILS SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9612 ***********************************************************************
 AG9612  DESIGNATION -  B 25 RESET
 AG9612  PID         -  AG9612
 AG9612  STATE/COUNTY-  NE/FURNAS
 AG9612  USGS QUAD   -  HENDLEY (1958)
 AG9612
 AG9612                         *CURRENT SURVEY CONTROL
 AG9612  ___________________________________________________________________
 AG9612* NAD 83(1986)-  40 10 31.     (N)    099 53 33.     (W)     SCALED    
 AG9612* NAVD 88     -       718.15   (meters)    2356.1    (feet)  RESET     
 AG9612  ___________________________________________________________________
 AG9612  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AG9612
 AG9612  VERT ORDER  -  THIRD
 AG9612
 AG9612.The horizontal coordinates were scaled from a topographic map and have
 AG9612.an estimated accuracy of +/- 6 seconds.
 AG9612
 AG9612.The orthometric height was computed from unverified reset data.
 AG9612
 AG9612.The geoid height was determined by GEOID03.
 AG9612
 AG9612;                    North         East    Units  Estimated Accuracy
 AG9612;SPC NE       -    37,970.      509,160.      MT  (+/- 180 meters Scaled)
 AG9612
 AG9612                          SUPERSEDED SURVEY CONTROL
 AG9612
 AG9612.No superseded survey control is available for this station.
 AG9612
 AG9612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240475(NAD 83)
 AG9612_MARKER: DD = SURVEY DISK
 AG9612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9612_STAMPING: B 25 RESET 1998
 AG9612_MARK LOGO: NEDR  
 AG9612_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9612+STABILITY: SURFACE MOTION
 AG9612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9612+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AG9612
 AG9612  HISTORY     - Date     Condition        Report By
 AG9612  HISTORY     - 1998     MONUMENTED       NEDR
 AG9612
 AG9612                          STATION DESCRIPTION
 AG9612
 AG9612'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1998
 AG9612'THE MARK IS ABOUT 14.7 KM (9.15 MI) SOUTH OF ARAPAHOE, ON THE WEST
 AG9612'RIGHT-OF-WAY OF U.S.  HIGHWAY 283 AND IN THE SE CORNER, SEC34, T3N,
 AG9612'R23W.  TO REACH THE MARK FROM THE JUNCTION OF U.S.  HIGHWAYS 6, 34 AND
 AG9612'283, AT ARAPAHOE, GO SOUTH ON HIGHWAY 283 FOR 14.7 KM (9.15 MI) TO
 AG9612'MILEPOST 12, A DIRT CROSSROAD AND THE MARK IN THE NORTHWEST ANGLE OF
 AG9612'THE INTERSECTION.  IT IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 AG9612'SURVEY DISK, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 182
 AG9612'WEST OF THE CENTERLINE OF THE HIGHWAY, AT STATIONING NUMBER 160+29, 35
 AG9612'FT (10.7 M) NORTH OF THE CENTERLINE OF THE DIRT ROAD AND 2 FT (0.6 M)
 AG9612'SOUTH OF A UTILITY POLE.  THE ELEVATION OF THIS MARKER IS 2357.38 FT
 AG9612'(718.53 M) ON THE NAVD88.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0231 ***********************************************************************
 LH0231  DESIGNATION -  B 251
 LH0231  PID         -  LH0231
 LH0231  STATE/COUNTY-  NE/WEBSTER
 LH0231  USGS QUAD   -  GUIDE ROCK (1974)
 LH0231
 LH0231                         *CURRENT SURVEY CONTROL
 LH0231  ___________________________________________________________________
 LH0231* NAD 83(1986)-  40 04 17.     (N)    098 20 39.     (W)     SCALED    
 LH0231* NAVD 88     -       502.260  (meters)    1647.83   (feet)  ADJUSTED  
 LH0231  ___________________________________________________________________
 LH0231  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 LH0231  DYNAMIC HT  -         501.962 (meters)    1646.85  (feet)  COMP
 LH0231  MODELED GRAV-     980,015.5   (mgal)                       NAVD 88
 LH0231
 LH0231  VERT ORDER  -  FIRST     CLASS II
 LH0231
 LH0231.The horizontal coordinates were scaled from a topographic map and have
 LH0231.an estimated accuracy of +/- 6 seconds.
 LH0231
 LH0231.The orthometric height was determined by differential leveling
 LH0231.and adjusted by the National Geodetic Survey in June 1991..
 LH0231
 LH0231.The geoid height was determined by GEOID03.
 LH0231
 LH0231.The dynamic height is computed by dividing the NAVD 88
 LH0231.geopotential number by the normal gravity value computed on the
 LH0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0231.degrees latitude (g = 980.6199 gals.).
 LH0231
 LH0231.The modeled gravity was interpolated from observed gravity values.
 LH0231
 LH0231;                    North         East    Units  Estimated Accuracy
 LH0231;SPC NE       -    27,790.      641,240.      MT  (+/- 180 meters Scaled)
 LH0231
 LH0231                          SUPERSEDED SURVEY CONTROL
 LH0231
 LH0231  NGVD 29 (??/??/92)  502.057  (m)         1647.17   (f) ADJ UNCH    1 2
 LH0231
 LH0231.Superseded values are not recommended for survey control.
 LH0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0231.See file dsdata.txt to determine how the superseded data were derived.
 LH0231
 LH0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK559358(NAD 83)
 LH0231_MARKER: DB = BENCH MARK DISK
 LH0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0231_SP_SET: UNDERPASS
 LH0231_STAMPING: B 251 1947
 LH0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0231
 LH0231  HISTORY     - Date     Condition        Report By
 LH0231  HISTORY     - 1947     MONUMENTED       CGS
 LH0231
 LH0231                          STATION DESCRIPTION
 LH0231
 LH0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0231'0.7 MI W FROM GUIDE ROCK.
 LH0231'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0231'FROM THE STATION AT GUIDE ROCK, SET IN THE EAST END OF THE
 LH0231'NORTH HEADWALL OF A CATTLE UNDERPASS, 10.0 FEET NORTH OF AND
 LH0231'ABOUT 2.0 FEET LOWER THAN THE NORTH RAIL OF THE TRACK, 1.3
 LH0231'FEET WEST OF THE EAST END AND 0.5 FOOT SOUTH OF THE NORTH
 LH0231'SIDE OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0001 ***********************************************************************
 LH0001  DESIGNATION -  B 252
 LH0001  PID         -  LH0001
 LH0001  STATE/COUNTY-  NE/ADAMS
 LH0001  USGS QUAD   -  HASTINGS WEST (1983)
 LH0001
 LH0001                         *CURRENT SURVEY CONTROL
 LH0001  ___________________________________________________________________
 LH0001* NAD 83(1986)-  40 30 35.     (N)    098 25 55.     (W)     SCALED    
 LH0001* NAVD 88     -       568.102  (meters)    1863.85   (feet)  ADJUSTED  
 LH0001  ___________________________________________________________________
 LH0001  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 LH0001  DYNAMIC HT  -         567.780 (meters)    1862.79  (feet)  COMP
 LH0001  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 LH0001
 LH0001  VERT ORDER  -  FIRST     CLASS II
 LH0001
 LH0001.The horizontal coordinates were scaled from a topographic map and have
 LH0001.an estimated accuracy of +/- 6 seconds.
 LH0001
 LH0001.The orthometric height was determined by differential leveling
 LH0001.and adjusted by the National Geodetic Survey in June 1991..
 LH0001
 LH0001.The geoid height was determined by GEOID03.
 LH0001
 LH0001.The dynamic height is computed by dividing the NAVD 88
 LH0001.geopotential number by the normal gravity value computed on the
 LH0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0001.degrees latitude (g = 980.6199 gals.).
 LH0001
 LH0001.The modeled gravity was interpolated from observed gravity values.
 LH0001
 LH0001;                    North         East    Units  Estimated Accuracy
 LH0001;SPC NE       -    76,310.      632,870.      MT  (+/- 180 meters Scaled)
 LH0001
 LH0001                          SUPERSEDED SURVEY CONTROL
 LH0001
 LH0001  NGVD 29 (??/??/92)  567.873  (m)         1863.10   (f) ADJ UNCH    1 2
 LH0001
 LH0001.Superseded values are not recommended for survey control.
 LH0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0001.See file dsdata.txt to determine how the superseded data were derived.
 LH0001
 LH0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK481844(NAD 83)
 LH0001_MARKER: DB = BENCH MARK DISK
 LH0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0001_STAMPING: B 252 1947
 LH0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0001+STABILITY: SURFACE MOTION
 LH0001
 LH0001  HISTORY     - Date     Condition        Report By
 LH0001  HISTORY     - 1947     MONUMENTED       CGS
 LH0001
 LH0001                          STATION DESCRIPTION
 LH0001
 LH0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0001'5.5 MI N FROM AYR.
 LH0001'5.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0001'FROM THE STATION AT AYR, ABOUT 0.2 MILE SOUTH OF MILEPOST 6,
 LH0001'IN THE SOUTHEAST QUARTER OF A ROAD CROSSING, 64.0 FEET SOUTH
 LH0001'OF THE CENTER LINE OF THE ROAD, 42.2 FEET EAST OF THE EAST RAIL
 LH0001'OF THE TRACK, 2.0 FEET WEST OF A FENCE, 1.0 FOOT NORTH OF A
 LH0001'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0001'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0759 ***********************************************************************
 MJ0759  DESIGNATION -  B 253
 MJ0759  PID         -  MJ0759
 MJ0759  STATE/COUNTY-  NE/DOUGLAS
 MJ0759  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0759
 MJ0759                         *CURRENT SURVEY CONTROL
 MJ0759  ___________________________________________________________________
 MJ0759* NAD 83(1986)-  41 22 29.     (N)    095 57 08.     (W)     SCALED    
 MJ0759* NAVD 88     -       307.538  (meters)    1008.98   (feet)  ADJUSTED  
 MJ0759  ___________________________________________________________________
 MJ0759  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 MJ0759  DYNAMIC HT  -         307.401 (meters)    1008.53  (feet)  COMP
 MJ0759  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 MJ0759
 MJ0759  VERT ORDER  -  SECOND    CLASS 0
 MJ0759
 MJ0759.The horizontal coordinates were scaled from a topographic map and have
 MJ0759.an estimated accuracy of +/- 6 seconds.
 MJ0759
 MJ0759.The orthometric height was determined by differential leveling
 MJ0759.and adjusted by the National Geodetic Survey in June 1991..
 MJ0759
 MJ0759.The geoid height was determined by GEOID03.
 MJ0759
 MJ0759.The dynamic height is computed by dividing the NAVD 88
 MJ0759.geopotential number by the normal gravity value computed on the
 MJ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0759.degrees latitude (g = 980.6199 gals.).
 MJ0759
 MJ0759.The modeled gravity was interpolated from observed gravity values.
 MJ0759
 MJ0759;                    North         East    Units  Estimated Accuracy
 MJ0759;SPC NE       -   179,060.      838,390.      MT  (+/- 180 meters Scaled)
 MJ0759
 MJ0759                          SUPERSEDED SURVEY CONTROL
 MJ0759
 MJ0759  NGVD 29 (??/??/92)  307.401  (m)         1008.53   (f) ADJ UNCH    2 0
 MJ0759
 MJ0759.Superseded values are not recommended for survey control.
 MJ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0759.See file dsdata.txt to determine how the superseded data were derived.
 MJ0759
 MJ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF531845(NAD 83)
 MJ0759_MARKER: DB = BENCH MARK DISK
 MJ0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0759_STAMPING: B 253 1947
 MJ0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0759+STABILITY: SURFACE MOTION
 MJ0759
 MJ0759  HISTORY     - Date     Condition        Report By
 MJ0759  HISTORY     - 1947     MONUMENTED       CGS
 MJ0759  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0759
 MJ0759                          STATION DESCRIPTION
 MJ0759
 MJ0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0759'8.9 MI N FROM OMAHA.
 MJ0759'FROM THE DOUGLAS COUNTY COURT HOUSE AT OMAHA GO 1 BLOCK WEST
 MJ0759'ALONG FARNAM STREET TO 19TH STREET, THENCE 4.9 MILES NORTH ALONG
 MJ0759'19TH STREET (CHANGES TO FLORENCE BOULEVARD A FEW BLOCKS NORTH OF
 MJ0759'FARNAM STREET), THENCE 4.0 MILES NORTH ALONG JOHN H. PERSHING
 MJ0759'DRIVE (ALSO KNOWN AS RIVER DRIVE), THENCE ABOUT 65 YARDS
 MJ0759'NORTHEAST ALONG A GRAVELED ROAD TO THE SITE OF THE MARK.  THE
 MJ0759'MARK IS 59 FEET WEST OF THE WEST CORNER OF A HOUSE, 26 FEET
 MJ0759'SOUTHEAST OF AND 1 FOOT HIGHER THAN THE CENTER LINE OF THE
 MJ0759'ROAD, 25 FEET NORTHWEST OF A 20-INCH BOXELDER TREE, 18 FEET
 MJ0759'SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A 4 X 4 MARKER
 MJ0759'POST, AND 1 FOOT NORTHWEST OF A FENCE.  A BRONZE DISK SET IN
 MJ0759'THE TOP OF A CONCRETE POST AND PROJECTS 4 INCHES ABOVE THE
 MJ0759'SURFACE OF THE GROUND.
 MJ0759
 MJ0759                          STATION RECOVERY (1976)
 MJ0759
 MJ0759'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0749 ***********************************************************************
 MJ0749  DESIGNATION -  B 254
 MJ0749  PID         -  MJ0749
 MJ0749  STATE/COUNTY-  NE/DOUGLAS
 MJ0749  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0749
 MJ0749                         *CURRENT SURVEY CONTROL
 MJ0749  ___________________________________________________________________
 MJ0749* NAD 83(1986)-  41 17 57.     (N)    095 58 49.     (W)     SCALED    
 MJ0749* NAVD 88     -       341.977  (meters)    1121.97   (feet)  ADJUSTED  
 MJ0749  ___________________________________________________________________
 MJ0749  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MJ0749  DYNAMIC HT  -         341.830 (meters)    1121.49  (feet)  COMP
 MJ0749  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 MJ0749
 MJ0749  VERT ORDER  -  FIRST     CLASS II
 MJ0749
 MJ0749.The horizontal coordinates were scaled from a topographic map and have
 MJ0749.an estimated accuracy of +/- 6 seconds.
 MJ0749
 MJ0749.The orthometric height was determined by differential leveling
 MJ0749.and adjusted by the National Geodetic Survey in June 1991..
 MJ0749
 MJ0749.The geoid height was determined by GEOID03.
 MJ0749
 MJ0749.The dynamic height is computed by dividing the NAVD 88
 MJ0749.geopotential number by the normal gravity value computed on the
 MJ0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0749.degrees latitude (g = 980.6199 gals.).
 MJ0749
 MJ0749.The modeled gravity was interpolated from observed gravity values.
 MJ0749
 MJ0749;                    North         East    Units  Estimated Accuracy
 MJ0749;SPC NE       -   170,570.      836,430.      MT  (+/- 180 meters Scaled)
 MJ0749
 MJ0749                          SUPERSEDED SURVEY CONTROL
 MJ0749
 MJ0749  NGVD 29 (??/??/92)  341.848  (m)         1121.55   (f) ADJ UNCH    1 2
 MJ0749
 MJ0749.Superseded values are not recommended for survey control.
 MJ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0749.See file dsdata.txt to determine how the superseded data were derived.
 MJ0749
 MJ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF504762(NAD 83)
 MJ0749_MARKER: DB = BENCH MARK DISK
 MJ0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0749_STAMPING: B 254 1947
 MJ0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0749+STABILITY: SURFACE MOTION
 MJ0749
 MJ0749  HISTORY     - Date     Condition        Report By
 MJ0749  HISTORY     - 1947     MONUMENTED       CGS
 MJ0749  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0749
 MJ0749                          STATION DESCRIPTION
 MJ0749
 MJ0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0749'AT OMAHA.
 MJ0749'AT OMAHA, IN FONTENNELLE PARK, NEAR THE JUNCTION OF 45TH STREET
 MJ0749'AND AMES STREET, 12.6 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK
 MJ0749'ALONG THE SOUTH SIDE OF AMES STREET MEASURED FROM A POINT 236.7
 MJ0749'FEET WEST OF THE JUNCTION OF THE SOUTH EDGE OF THE SIDEWALK AND
 MJ0749'FONTENNELLE BOULEVARD, 51.0 FEET WEST OF THE EXTENSION TO THE SOUTH
 MJ0749'OF THE CENTER LINE OF 45TH STREET, 68.1 FEET WEST OF THE WEST ONE
 MJ0749'AND THE SMALLER OF TWO HONEY LOCUST TREES, 5.0 FEET NORTH OF THE
 MJ0749'JUNCTION OF LINES ON TOP OF A CONCRETE REFERENCE BLOCK SET FLUSH
 MJ0749'WITH THE GROUND AND MARKED USBM 5 AND WITH A LINE STENCILED ON TOP
 MJ0749'POINTING TOWARDS THE BENCH MARK, SET IN THE TOP OF A CONCRETE POST
 MJ0749'0.3 FOOT UNDERGROUND.
 MJ0749
 MJ0749                          STATION RECOVERY (1976)
 MJ0749
 MJ0749'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0896 ***********************************************************************
 MJ0896  DESIGNATION -  B 255
 MJ0896  PID         -  MJ0896
 MJ0896  STATE/COUNTY-  NE/DOUGLAS
 MJ0896  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0896
 MJ0896                         *CURRENT SURVEY CONTROL
 MJ0896  ___________________________________________________________________
 MJ0896* NAD 83(1986)-  41 16 19.     (N)    095 57 46.     (W)     SCALED    
 MJ0896* NAVD 88     -       355.094  (meters)    1165.00   (feet)  ADJUSTED  
 MJ0896  ___________________________________________________________________
 MJ0896  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 MJ0896  DYNAMIC HT  -         354.943 (meters)    1164.51  (feet)  COMP
 MJ0896  MODELED GRAV-     980,188.5   (mgal)                       NAVD 88
 MJ0896
 MJ0896  VERT ORDER  -  FIRST     CLASS II
 MJ0896
 MJ0896.The horizontal coordinates were scaled from a topographic map and have
 MJ0896.an estimated accuracy of +/- 6 seconds.
 MJ0896
 MJ0896.The orthometric height was determined by differential leveling
 MJ0896.and adjusted by the National Geodetic Survey in June 1991..
 MJ0896
 MJ0896.The geoid height was determined by GEOID03.
 MJ0896
 MJ0896.The dynamic height is computed by dividing the NAVD 88
 MJ0896.geopotential number by the normal gravity value computed on the
 MJ0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0896.degrees latitude (g = 980.6199 gals.).
 MJ0896
 MJ0896.The modeled gravity was interpolated from observed gravity values.
 MJ0896
 MJ0896;                    North         East    Units  Estimated Accuracy
 MJ0896;SPC NE       -   167,620.      838,040.      MT  (+/- 180 meters Scaled)
 MJ0896
 MJ0896                          SUPERSEDED SURVEY CONTROL
 MJ0896
 MJ0896  NGVD 29 (??/??/92)  354.970  (m)         1164.60   (f) ADJ UNCH    1 2
 MJ0896
 MJ0896.Superseded values are not recommended for survey control.
 MJ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0896.See file dsdata.txt to determine how the superseded data were derived.
 MJ0896
 MJ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF518731(NAD 83)
 MJ0896_MARKER: DB = BENCH MARK DISK
 MJ0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0896_STAMPING: B 255 1947
 MJ0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0896+STABILITY: SURFACE MOTION
 MJ0896
 MJ0896  HISTORY     - Date     Condition        Report By
 MJ0896  HISTORY     - 1947     MONUMENTED       CGS
 MJ0896  HISTORY     - 1976     GOOD             LOCSUR
 MJ0896
 MJ0896                          STATION DESCRIPTION
 MJ0896
 MJ0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0896'AT OMAHA.
 MJ0896'AT OMAHA, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF NORTH
 MJ0896'34TH STREET AND HAMILTON STREET, 23.5 FEET SOUTH OF THE SOUTH
 MJ0896'EDGE OF THE SOUTH CURB OF HAMILTON STREET, 14.9 FEET WEST OF THE
 MJ0896'WEST EDGE OF THE CONCRETE CURB ALONG THE WEST SIDE OF A BRICK
 MJ0896'DRIVE-WAY LEADING SOUTH TO A GARAGE AT THE BACK SIDE OF HOUSE
 MJ0896'NO. 3323 WHICH IS ON THE SOUTH SIDE OF HAMILTON STREET, 10.7
 MJ0896'FEET EAST OF THE EAST EDGE OF THE EAST CURB OF NORTH 34TH STREET,
 MJ0896'3.2 FEET SOUTH OF THE SOUTH EDGE OF A SHORT SECTION OF EAST-WEST
 MJ0896'CONCRETE WALK, 2.8 FEET WEST OF THE WEST SIDE OF A CONCRETE
 MJ0896'RETAINING WALL ALONG THE WEST SIDE OF THE LOT UPON WHICH IS
 MJ0896'LOCATED HOUSE NO. 3323, 2.4 FEET EAST OF THE EAST EDGE OF A
 MJ0896'NORTH-SOUTH CONCRETE WALK, 5.0 FEET NORTH OF THE JUNCTION
 MJ0896'POINT OF TWO LINES MADE ON TOP OF A 1 FOOT REFERENCE BLOCK
 MJ0896'WHICH HAS USBM 5 STENCILED ON TOP AND WHICH IS FLUSH WITH THE
 MJ0896'GROUND, SET IN A CONCRETE POST 0.2 FOOT UNDERGROUND.
 MJ0896
 MJ0896                          STATION RECOVERY (1976)
 MJ0896
 MJ0896'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0880 ***********************************************************************
 MJ0880  DESIGNATION -  B 256
 MJ0880  PID         -  MJ0880
 MJ0880  STATE/COUNTY-  NE/CASS
 MJ0880  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0880
 MJ0880                         *CURRENT SURVEY CONTROL
 MJ0880  ___________________________________________________________________
 MJ0880* NAD 83(1986)-  41 00 27.     (N)    095 52 46.     (W)     SCALED    
 MJ0880* NAVD 88     -       303.254  (meters)     994.93   (feet)  ADJUSTED  
 MJ0880  ___________________________________________________________________
 MJ0880  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 MJ0880  DYNAMIC HT  -         303.126 (meters)     994.51  (feet)  COMP
 MJ0880  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 MJ0880
 MJ0880  VERT ORDER  -  SECOND    CLASS 0
 MJ0880
 MJ0880.The horizontal coordinates were scaled from a topographic map and have
 MJ0880.an estimated accuracy of +/- 6 seconds.
 MJ0880
 MJ0880.The orthometric height was determined by differential leveling
 MJ0880.and adjusted by the National Geodetic Survey in June 1991..
 MJ0880
 MJ0880.The geoid height was determined by GEOID03.
 MJ0880
 MJ0880.The dynamic height is computed by dividing the NAVD 88
 MJ0880.geopotential number by the normal gravity value computed on the
 MJ0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0880.degrees latitude (g = 980.6199 gals.).
 MJ0880
 MJ0880.The modeled gravity was interpolated from observed gravity values.
 MJ0880
 MJ0880;                    North         East    Units  Estimated Accuracy
 MJ0880;SPC NE       -   138,620.      846,410.      MT  (+/- 180 meters Scaled)
 MJ0880
 MJ0880                          SUPERSEDED SURVEY CONTROL
 MJ0880
 MJ0880  NGVD 29 (??/??/92)  303.156  (m)          994.60   (f) ADJ UNCH    2 0
 MJ0880
 MJ0880.Superseded values are not recommended for survey control.
 MJ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0880.See file dsdata.txt to determine how the superseded data were derived.
 MJ0880
 MJ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF578435(NAD 83)
 MJ0880_MARKER: DB = BENCH MARK DISK
 MJ0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0880_STAMPING: B 256 1947
 MJ0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0880+STABILITY: SURFACE MOTION
 MJ0880
 MJ0880  HISTORY     - Date     Condition        Report By
 MJ0880  HISTORY     - 1947     MONUMENTED       CGS
 MJ0880
 MJ0880                          STATION DESCRIPTION
 MJ0880
 MJ0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0880'0.5 MI SE FROM PLATTSMOUTH.
 MJ0880'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 34 FROM THE COURTHOUSE AT
 MJ0880'PLATTSMOUTH, 40 YARDS NORTHWEST OF THE WEST END OF A CONCRETE
 MJ0880'CULVERT, 46.8 FEET SOUTHWEST OF AND 1.0 FOOT LOWER THAN THE
 MJ0880'CENTER LINE OF THE HIGHWAY, 38.2 FEET EAST OF THE SOUTHEAST
 MJ0880'CORNER OF A HOUSE, 20.0 FEET EAST OF AN 8 INCH COTTONWOOD TREE,
 MJ0880'10.1 FEET SOUTHEAST OF A 24 INCH FORKED COTTONWOOD TREE, AND
 MJ0880'2.0 FEET NORTHEAST OF A 4 X 4 MARKER POST, SET IN THE TOP OF A
 MJ0880'CONCRETE POST AND PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1070 ***********************************************************************
 LF1070  DESIGNATION -  B 257
 LF1070  PID         -  LF1070
 LF1070  STATE/COUNTY-  NE/CASS
 LF1070  USGS QUAD   -  NEHAWKA (1966)
 LF1070
 LF1070                         *CURRENT SURVEY CONTROL
 LF1070  ___________________________________________________________________
 LF1070* NAD 83(1986)-  40 49 16.     (N)    095 55 51.     (W)     SCALED    
 LF1070* NAVD 88     -       294.901  (meters)     967.52   (feet)  ADJUSTED  
 LF1070  ___________________________________________________________________
 LF1070  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 LF1070  DYNAMIC HT  -         294.763 (meters)     967.07  (feet)  COMP
 LF1070  MODELED GRAV-     980,150.4   (mgal)                       NAVD 88
 LF1070
 LF1070  VERT ORDER  -  SECOND    CLASS 0
 LF1070
 LF1070.The horizontal coordinates were scaled from a topographic map and have
 LF1070.an estimated accuracy of +/- 6 seconds.
 LF1070
 LF1070.The orthometric height was determined by differential leveling
 LF1070.and adjusted by the National Geodetic Survey in June 1991..
 LF1070
 LF1070.The geoid height was determined by GEOID03.
 LF1070
 LF1070.The dynamic height is computed by dividing the NAVD 88
 LF1070.geopotential number by the normal gravity value computed on the
 LF1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1070.degrees latitude (g = 980.6199 gals.).
 LF1070
 LF1070.The modeled gravity was interpolated from observed gravity values.
 LF1070
 LF1070;                    North         East    Units  Estimated Accuracy
 LF1070;SPC NE       -   117,750.      843,060.      MT  (+/- 180 meters Scaled)
 LF1070
 LF1070                          SUPERSEDED SURVEY CONTROL
 LF1070
 LF1070  NGVD 29 (??/??/92)  294.805  (m)          967.21   (f) ADJ UNCH    2 0
 LF1070
 LF1070.Superseded values are not recommended for survey control.
 LF1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1070.See file dsdata.txt to determine how the superseded data were derived.
 LF1070
 LF1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF528230(NAD 83)
 LF1070_MARKER: DB = BENCH MARK DISK
 LF1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1070_STAMPING: B 257 1947
 LF1070_MARK LOGO: CGS   
 LF1070_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LF1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1070+STABILITY: SURFACE MOTION
 LF1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1070+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 LF1070
 LF1070  HISTORY     - Date     Condition        Report By
 LF1070  HISTORY     - 1947     MONUMENTED       CGS
 LF1070  HISTORY     - 19970722 GOOD             NEDR
 LF1070  HISTORY     - 20060215 GOOD             NEDR
 LF1070
 LF1070                          STATION DESCRIPTION
 LF1070
 LF1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1070'0.7 MI NW FROM UNION.
 LF1070'0.7 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 LF1070'STATION AT UNION, AT A ROAD CROSSING, 4 POLES NORTHWEST OF
 LF1070'MILEPOST 448, 282.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LF1070'RAILWAY BRIDGE (NO. 36), 54.0 FEET EAST OF THE CENTER LINE OF THE
 LF1070'ROAD, 51.0 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF THE
 LF1070'TRACK, 46.0 FEET NORTHWEST OF A TELEGRAPH POLE, 2.0 FEET WEST OF
 LF1070'A 4X4 MARKER POST, 0.5 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A
 LF1070'CONCRETE POST AND PROJECTS 2 INCHES ABOVE THE GROUND.
 LF1070
 LF1070                          STATION RECOVERY (1997)
 LF1070
 LF1070'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LF1070'RECOVERED IN GOOD CONDITION.  TO REACH FROM THE POST OFFICE, IN UNION,
 LF1070'GO WEST ON U.S.  HIGHWAY 34 FOR 0.45 MI (0.72 KM) TO A GRAVELED ROAD
 LF1070'ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON WEST 12TH STREET FOR
 LF1070'0.55 MI (0.89 KM) TO A RAILROAD CROSSING, NEHAWKA ROAD LEADING WEST
 LF1070'AND THE BENCH MARK ON THE RIGHT, NORTHEAST OF THE CENTER OF THE
 LF1070'RAILROAD CROSSING, ON RIGHT-OF-WAY AND IN THE NW1/4, SEC23, T10N,
 LF1070'R13E.  THE DISK IS SET INTO THE TOP OF A CONCRETE POST THAT IS
 LF1070'RECESSED 21 CM BELOW THE GROUND SURFACE.  IT IS 15.55 M (51.02 FT)
 LF1070'EAST OF THE CENTERLINE OF 12TH STREET, 15.45 M (50.69 FT) NORTH OF THE
 LF1070'CENTERLINE OF THE RAILROAD TRACKS, 19.96 M (65.49 FT) NORTHEAST OF THE
 LF1070'CENTER OF THE CROSSING, 13.87 M (45.51 FT) WEST-NORTHWEST OF A VERY
 LF1070'OLD TELEPHONE LINE POLE, 12.34 M (40.49 FT) SOUTH OF THE EXTENDED
 LF1070'CENTERLINE OF NEHAWKA ROAD, 11.49 M (37.70 FT) NORTH-NORTHEAST OF A
 LF1070'LIGHT POLE, 10.55 M (34.61 FT) SOUTHEAST OF A POWER POLE, WITH A
 LF1070'TRANSFORMER AND NUMBERED J-90, AND 0.62 M (2.03 FT) WEST OF A WITNESS
 LF1070'POST.  REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE MARK.  THE MARK
 LF1070'COULD BE USED FOR SATELLITE OBSERVATIONS, WITH PRE-PLANNING.
 LF1070
 LF1070                          STATION RECOVERY (2006)
 LF1070
 LF1070'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1055 ***********************************************************************
 LF1055  DESIGNATION -  B 258
 LF1055  PID         -  LF1055
 LF1055  STATE/COUNTY-  NE/OTOE
 LF1055  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1055
 LF1055                         *CURRENT SURVEY CONTROL
 LF1055  ___________________________________________________________________
 LF1055* NAD 83(1986)-  40 42 30.     (N)    095 53 33.     (W)     SCALED    
 LF1055* NAVD 88     -       297.407  (meters)     975.74   (feet)  ADJUSTED  
 LF1055  ___________________________________________________________________
 LF1055  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 LF1055  DYNAMIC HT  -         297.253 (meters)     975.24  (feet)  COMP
 LF1055  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 LF1055
 LF1055  VERT ORDER  -  SECOND    CLASS 0
 LF1055
 LF1055.The horizontal coordinates were scaled from a topographic map and have
 LF1055.an estimated accuracy of +/- 6 seconds.
 LF1055
 LF1055.The orthometric height was determined by differential leveling
 LF1055.and adjusted by the National Geodetic Survey in June 1991..
 LF1055
 LF1055.The geoid height was determined by GEOID03.
 LF1055
 LF1055.The dynamic height is computed by dividing the NAVD 88
 LF1055.geopotential number by the normal gravity value computed on the
 LF1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1055.degrees latitude (g = 980.6199 gals.).
 LF1055
 LF1055.The modeled gravity was interpolated from observed gravity values.
 LF1055
 LF1055;                    North         East    Units  Estimated Accuracy
 LF1055;SPC NE       -   105,390.      846,890.      MT  (+/- 180 meters Scaled)
 LF1055
 LF1055                          SUPERSEDED SURVEY CONTROL
 LF1055
 LF1055  NGVD 29 (??/??/92)  297.291  (m)          975.36   (f) ADJ UNCH    2 0
 LF1055
 LF1055.Superseded values are not recommended for survey control.
 LF1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1055.See file dsdata.txt to determine how the superseded data were derived.
 LF1055
 LF1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF556104(NAD 83)
 LF1055_MARKER: DB = BENCH MARK DISK
 LF1055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF1055_SP_SET: BRIDGE
 LF1055_STAMPING: B 258 1947
 LF1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1055
 LF1055  HISTORY     - Date     Condition        Report By
 LF1055  HISTORY     - 1947     MONUMENTED       CGS
 LF1055  HISTORY     - 1977     GOOD             LOCSUR
 LF1055  HISTORY     - 20060221 MARK NOT FOUND   NEDR
 LF1055
 LF1055                          STATION DESCRIPTION
 LF1055
 LF1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1055'4.8 MI N FROM NEBRASKA CITY.
 LF1055'3.0 MILES NORTHWEST ALONG U.S. HIGHWAYS 73-75 FROM THE COURTHOUSE
 LF1055'AT NEBRASKA CITY, THENCE 1.8 MILES NORTH ALONG A GRAVELED ROAD,
 LF1055'8.5 FEET WEST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD,
 LF1055'SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A CONCRETE
 LF1055'BRIDGE.
 LF1055
 LF1055                          STATION RECOVERY (1977)
 LF1055
 LF1055'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1055'RECOVERED IN GOOD CONDITION.
 LF1055
 LF1055                          STATION RECOVERY (2006)
 LF1055
 LF1055'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0730 ***********************************************************************
 LF0730  DESIGNATION -  B 260
 LF0730  PID         -  LF0730
 LF0730  STATE/COUNTY-  NE/NEMAHA
 LF0730  USGS QUAD   -  PERU (1966)
 LF0730
 LF0730                         *CURRENT SURVEY CONTROL
 LF0730  ___________________________________________________________________
 LF0730* NAD 83(1986)-  40 23 33.     (N)    095 42 56.     (W)     SCALED    
 LF0730* NAVD 88     -       333.107  (meters)    1092.87   (feet)  ADJUSTED  
 LF0730  ___________________________________________________________________
 LF0730  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LF0730  DYNAMIC HT  -         332.930 (meters)    1092.29  (feet)  COMP
 LF0730  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 LF0730
 LF0730  VERT ORDER  -  SECOND    CLASS 0
 LF0730
 LF0730.The horizontal coordinates were scaled from a topographic map and have
 LF0730.an estimated accuracy of +/- 6 seconds.
 LF0730
 LF0730.The orthometric height was determined by differential leveling
 LF0730.and adjusted by the National Geodetic Survey in June 1991..
 LF0730
 LF0730.The geoid height was determined by GEOID03.
 LF0730
 LF0730.The dynamic height is computed by dividing the NAVD 88
 LF0730.geopotential number by the normal gravity value computed on the
 LF0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0730.degrees latitude (g = 980.6199 gals.).
 LF0730
 LF0730.The modeled gravity was interpolated from observed gravity values.
 LF0730
 LF0730;                    North         East    Units  Estimated Accuracy
 LF0730;SPC NE       -    71,100.      863,560.      MT  (+/- 180 meters Scaled)
 LF0730
 LF0730                          SUPERSEDED SURVEY CONTROL
 LF0730
 LF0730  NGVD 29 (??/??/92)  333.027  (m)         1092.61   (f) ADJ UNCH    2 0
 LF0730
 LF0730.Superseded values are not recommended for survey control.
 LF0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0730.See file dsdata.txt to determine how the superseded data were derived.
 LF0730
 LF0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE695748(NAD 83)
 LF0730_MARKER: DB = BENCH MARK DISK
 LF0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0730_SP_SET: BUILDING
 LF0730_STAMPING: B 260 1947
 LF0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0730
 LF0730  HISTORY     - Date     Condition        Report By
 LF0730  HISTORY     - 1947     MONUMENTED       CGS
 LF0730  HISTORY     - 1974     GOOD             NGS
 LF0730
 LF0730                          STATION DESCRIPTION
 LF0730
 LF0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0730'3.5 MI W FROM BROWNVILLE.
 LF0730'3.5 MILES WEST ALONG STATE HIGHWAY NO. 3 FROM THE SOUTHWEST END
 LF0730'OF THE TOLL BRIDGE OVER THE MISSOURI RIVER AT BROWNVILLE, AT THE
 LF0730'LOCUST GROVE SCHOOL, 66.5 FEET SOUTH OF THE CENTER OF THE
 LF0730'HIGHWAY, 4.5 FEET ABOVE THE GROUND, 2.1 FEET BELOW THE BOTTOM
 LF0730'OF THE CORNER STONE, 0.7 FOOT WEST OF THE NORTHEAST CORNER OF
 LF0730'THE BUILDING, SET VERTICALLY IN THE NORTH WALL OF THE SCHOOL
 LF0730'BUILDING.
 LF0730
 LF0730                          STATION RECOVERY (1974)
 LF0730
 LF0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0851 ***********************************************************************
 NM0851  DESIGNATION -  B 261
 NM0851  PID         -  NM0851
 NM0851  STATE/COUNTY-  NE/DIXON
 NM0851  USGS QUAD   -  PONCA (1994)
 NM0851
 NM0851                         *CURRENT SURVEY CONTROL
 NM0851  ___________________________________________________________________
 NM0851* NAD 83(1986)-  42 36 14.     (N)    096 42 52.     (W)     SCALED    
 NM0851* NAVD 88     -       343.452  (meters)    1126.81   (feet)  ADJUSTED  
 NM0851  ___________________________________________________________________
 NM0851  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 NM0851  DYNAMIC HT  -         343.346 (meters)    1126.46  (feet)  COMP
 NM0851  MODELED GRAV-     980,303.3   (mgal)                       NAVD 88
 NM0851
 NM0851  VERT ORDER  -  SECOND    CLASS 0
 NM0851
 NM0851.The horizontal coordinates were scaled from a topographic map and have
 NM0851.an estimated accuracy of +/- 6 seconds.
 NM0851
 NM0851.The orthometric height was determined by differential leveling
 NM0851.and adjusted by the National Geodetic Survey in June 1991..
 NM0851
 NM0851.The geoid height was determined by GEOID03.
 NM0851
 NM0851.The dynamic height is computed by dividing the NAVD 88
 NM0851.geopotential number by the normal gravity value computed on the
 NM0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0851.degrees latitude (g = 980.6199 gals.).
 NM0851
 NM0851.The modeled gravity was interpolated from observed gravity values.
 NM0851
 NM0851;                    North         East    Units  Estimated Accuracy
 NM0851;SPC NE       -   312,740.      769,520.      MT  (+/- 180 meters Scaled)
 NM0851
 NM0851                          SUPERSEDED SURVEY CONTROL
 NM0851
 NM0851  NGVD 29 (??/??/92)  343.276  (m)         1126.23   (f) ADJ UNCH    2 0
 NM0851
 NM0851.Superseded values are not recommended for survey control.
 NM0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0851.See file dsdata.txt to determine how the superseded data were derived.
 NM0851
 NM0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN874193(NAD 83)
 NM0851_MARKER: DB = BENCH MARK DISK
 NM0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0851_STAMPING: B 261 1948
 NM0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0851+STABILITY: SURFACE MOTION
 NM0851
 NM0851  HISTORY     - Date     Condition        Report By
 NM0851  HISTORY     - 1948     MONUMENTED       CGS
 NM0851
 NM0851                          STATION DESCRIPTION
 NM0851
 NM0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0851'2.8 MI N FROM PONCA.
 NM0851'2.8 MILES NORTH ALONG STATE HIGHWAY NO. 9 FROM THE NORTHEAST
 NM0851'CORNER OF THE CITY PARK AT PONCA, ON THE WEST BANK OF THE
 NM0851'MISSOURI RIVER, ABOUT 100.0 FEET NORTHWEST OF THE CONCRETE BASE
 NM0851'OF THE NORTHERN NATURAL GAS COMPANY SUSPENSION BRIDGE, 20.0 FEET
 NM0851'WEST OF THE CENTER LINE OF THE ROAD, 6.4 FEET EAST OF THE
 NM0851'NORTHEAST CORNER OF THE STONE BASE OF THE DRINKING FOUNTAIN, 1.2
 NM0851'FEET EAST OF A LOG GUARD FENCE, 1.6 FEET SOUTH OF A REFERENCE
 NM0851'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 NM0851'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0663 ***********************************************************************
 NM0663  CBN         -  This is a Cooperative Base Network Control Station.
 NM0663  DESIGNATION -  B 262
 NM0663  PID         -  NM0663
 NM0663  STATE/COUNTY-  NE/DAKOTA
 NM0663  USGS QUAD   -  JACKSON (1993)
 NM0663
 NM0663                         *CURRENT SURVEY CONTROL
 NM0663  ___________________________________________________________________
 NM0663* NAD 83(1995)-  42 28 15.93420(N)    096 34 18.66668(W)     ADJUSTED  
 NM0663* NAVD 88     -       394.155  (meters)    1293.16   (feet)  ADJUSTED  
 NM0663  ___________________________________________________________________
 NM0663  X           -    -539,295.321 (meters)                     COMP
 NM0663  Y           -  -4,681,134.263 (meters)                     COMP
 NM0663  Z           -   4,284,595.424 (meters)                     COMP
 NM0663  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 NM0663  ELLIP HEIGHT-         368.33  (meters)          (07/10/01) GPS OBS
 NM0663  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 NM0663  DYNAMIC HT  -         394.030 (meters)    1292.75  (feet)  COMP
 NM0663  MODELED GRAV-     980,291.7   (mgal)                       NAVD 88
 NM0663
 NM0663  HORZ ORDER  -  B
 NM0663  VERT ORDER  -  SECOND    CLASS 0
 NM0663  ELLP ORDER  -  FOURTH    CLASS I
 NM0663
 NM0663.The horizontal coordinates were established by GPS observations
 NM0663.and adjusted by the National Geodetic Survey in June 1996..
 NM0663
 NM0663.The orthometric height was determined by differential leveling
 NM0663.and adjusted by the National Geodetic Survey in June 1991..
 NM0663
 NM0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM0663
 NM0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0663
 NM0663.The ellipsoidal height was determined by GPS observations
 NM0663.and is referenced to NAD 83.
 NM0663
 NM0663.The geoid height was determined by GEOID03.
 NM0663
 NM0663.The dynamic height is computed by dividing the NAVD 88
 NM0663.geopotential number by the normal gravity value computed on the
 NM0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0663.degrees latitude (g = 980.6199 gals.).
 NM0663
 NM0663.The modeled gravity was interpolated from observed gravity values.
 NM0663
 NM0663;                    North         East     Units Scale Factor Converg.
 NM0663;SPC NE       -   298,459.833   781,790.100   MT  0.99980065   +2 16 18.6
 NM0663;UTM  14      - 4,704,940.098   699,608.787   MT  1.00009024   +1 38 24.3
 NM0663
 NM0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0663!SPC NE       -   0.99994224  x   0.99980065  =   0.99974290
 NM0663!UTM  14      -   0.99994224  x   1.00009024  =   1.00003247
 NM0663
 NM0663                          SUPERSEDED SURVEY CONTROL
 NM0663
 NM0663  ELLIP H (06/25/96)  368.39   (m)                       GP(       ) 1 1
 NM0663  NAVD 88 (06/25/96)  394.15   (m)         1293.1    (f) LEVELING    3  
 NM0663  NGVD 29 (??/??/92)  393.987  (m)         1292.61   (f) ADJ UNCH    2 0
 NM0663
 NM0663.Superseded values are not recommended for survey control.
 NM0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0663.See file dsdata.txt to determine how the superseded data were derived.
 NM0663
 NM0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9960904940(NAD 83)
 NM0663_MARKER: DB = BENCH MARK DISK
 NM0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0663_STAMPING: B 262 1948
 NM0663_MARK LOGO: CGS   
 NM0663_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0663+STABILITY: SURFACE MOTION
 NM0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0663+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 NM0663
 NM0663  HISTORY     - Date     Condition        Report By
 NM0663  HISTORY     - 1948     MONUMENTED       CGS
 NM0663  HISTORY     - 19950623 GOOD             NGS
 NM0663  HISTORY     - 19960611 GOOD             NGS
 NM0663  HISTORY     - 19970113 GOOD             NGS
 NM0663  HISTORY     - 20000613 GOOD             NEDR
 NM0663  HISTORY     - 20010327 GOOD             NEDR
 NM0663  HISTORY     - 20010327 GOOD             NEDR
 NM0663  HISTORY     - 20030205 GOOD             NEDR
 NM0663
 NM0663                          STATION DESCRIPTION
 NM0663
 NM0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0663'2.2 MI NW FROM JACKSON.
 NM0663'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE
 NM0663'AT JACKSON, THENCE 1.3 MILES NORTH ALONG A DIRT ROAD, THENCE
 NM0663'0.7 MILE WEST ALONG A DIRT ROAD, 3.45 MILES EAST OF THE JUNCTION
 NM0663'OF STATE HIGHWAY NO. 12 AND U.S. HIGHWAY NO. 20 AT WILLIS,
 NM0663'1.0 MILE EAST OF BENCH MARK A 262, 0.2 MILE EAST OF A ROAD
 NM0663'CROSSING, AT THE SUMMIT OF A HILL, ON THE OUTSIDE OF A CURVE
 NM0663'WITH TANGENTS LEADING WEST AND SOUTHEAST, 25.0 FEET NORTH OF
 NM0663'THE CENTER LINE OF THE ROAD, 10.0 FEET SOUTH OF A FENCE, 1.6
 NM0663'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM0663'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0663
 NM0663                          STATION RECOVERY (1995)
 NM0663
 NM0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NM0663'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) EAST OF THE JUNCTION OF U.S.
 NM0663'HIGHWAY 20 AND STATE HIGHWAY 12, 1.75 MI (2.82 KM) NORTH OF U.S.
 NM0663'HIGHWAY 20 AND JACKSON, ON THE NORTH RIGHT-OF-WAY OF A GRAVELED COUNTY
 NM0663'ROAD, 0.25 MI (0.40 KM) WEST OF THE SAINT JOHN CEMETERY AND IN THE
 NM0663'SE1/4, SEC23, T29N, R7E.  TO REACH THE MARK FROM THE SAINT PATRICKS
 NM0663'CATHOLIC CHURCH AT THE INTERSECTION OF EAST ELK STREET, WHICH IS ALSO
 NM0663'U.S. HIGHWAY 20, AND NORTH JOHN STREET IN JACKSON, GO NORTH ON NORTH
 NM0663'JOHN STREET FOR 0.1 MI (0.2 KM) TO THE END OF PAVEMENT.  CONTINUE
 NM0663'NORTHERLY ON A GRAVELED ROAD, L AVENUE, FOR 1.2 MI (1.9 KM) TO A
 NM0663'GRAVELED SIDE ROAD, MOODY ROAD, ON THE LEFT.  TURN LEFT AND GO
 NM0663'WESTERLY ON MOODY ROAD FOR 0.7 MI (1.1 KM) TO THE TOP OF A HILL AND
 NM0663'THE MARK ON THE LEFT, ACROSS THE ROAD AND EAST OF A FIELD ENTRANCE.
 NM0663'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 NM0663'PROJECTS ABOUT 0.6 FT (18.3 CM) ABOVE THE GROUND.  IT IS 118.3 FT
 NM0663'(36.1 M) NORTHWEST OF A GUYED UTILITY POLE, 177.5 FT (54.1 M) EAST OF
 NM0663'THE PROJECTED CENTERLINE OF THE FIELD ENTRANCE ON THE SOUTH SIDE OF
 NM0663'THE ROAD, 42.5 FT (13.0 M) NORTH OF THE CENTERLINE OF THE ROAD, 2.8 FT
 NM0663'(0.9 M) WEST-NORTHWEST OF A WITNESS POST, 2.0 FT (0.6 M) SOUTH OF THE
 NM0663'NORTH RIGHT-OF-WAY FENCE AND ABOUT 3 FT (0.9 M) HIGHER THAN THE ROAD.
 NM0663
 NM0663                          STATION RECOVERY (1996)
 NM0663
 NM0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM0663'RECOVERED AS DESCRIBED.
 NM0663
 NM0663                          STATION RECOVERY (1997)
 NM0663
 NM0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 NM0663'RECOVERED AS DESCRIBED.
 NM0663
 NM0663                          STATION RECOVERY (2000)
 NM0663
 NM0663'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 NM0663'RECOVERED AS DESCRIBED.
 NM0663
 NM0663                          STATION RECOVERY (2001)
 NM0663
 NM0663'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (JC)
 NM0663'RECOVERED AS DESCRIBED.
 NM0663
 NM0663                          STATION RECOVERY (2001)
 NM0663
 NM0663'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (JC)
 NM0663'RECOVERED AS DESCRIBED.
 NM0663
 NM0663                          STATION RECOVERY (2003)
 NM0663
 NM0663'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003
 NM0663'MARK IS ON THE RIGHT, NOT THE LEFT, AS ONE APPROACHES IT DRIVING WEST
 NM0663'ON MOODY ROAD AT
 NM0663'TOP OF THE HILL.
 NM0663'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1006 ***********************************************************************
 LF1006  DESIGNATION -  B 263
 LF1006  PID         -  LF1006
 LF1006  STATE/COUNTY-  NE/NEMAHA
 LF1006  USGS QUAD   -  HAMBURG (1984)
 LF1006
 LF1006                         *CURRENT SURVEY CONTROL
 LF1006  ___________________________________________________________________
 LF1006* NAD 83(1986)-  40 32 42.     (N)    095 41 46.     (W)     SCALED    
 LF1006* NAVD 88     -       275.740  (meters)     904.66   (feet)  ADJUSTED  
 LF1006  ___________________________________________________________________
 LF1006  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LF1006  DYNAMIC HT  -         275.594 (meters)     904.18  (feet)  COMP
 LF1006  MODELED GRAV-     980,089.4   (mgal)                       NAVD 88
 LF1006
 LF1006  VERT ORDER  -  SECOND    CLASS 0
 LF1006
 LF1006.The horizontal coordinates were scaled from a topographic map and have
 LF1006.an estimated accuracy of +/- 6 seconds.
 LF1006
 LF1006.The orthometric height was determined by differential leveling
 LF1006.and adjusted by the National Geodetic Survey in June 1991..
 LF1006
 LF1006.The geoid height was determined by GEOID03.
 LF1006
 LF1006.The dynamic height is computed by dividing the NAVD 88
 LF1006.geopotential number by the normal gravity value computed on the
 LF1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1006.degrees latitude (g = 980.6199 gals.).
 LF1006
 LF1006.The modeled gravity was interpolated from observed gravity values.
 LF1006
 LF1006;                    North         East    Units  Estimated Accuracy
 LF1006;SPC NE       -    88,090.      864,360.      MT  (+/- 180 meters Scaled)
 LF1006
 LF1006                          SUPERSEDED SURVEY CONTROL
 LF1006
 LF1006  NGVD 29 (??/??/92)  275.643  (m)          904.34   (f) ADJ UNCH    2 0
 LF1006
 LF1006.Superseded values are not recommended for survey control.
 LF1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1006.See file dsdata.txt to determine how the superseded data were derived.
 LF1006
 LF1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE716917(NAD 83)
 LF1006_MARKER: DB = BENCH MARK DISK
 LF1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1006_STAMPING: B 263 1948
 LF1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1006+STABILITY: SURFACE MOTION
 LF1006
 LF1006  HISTORY     - Date     Condition        Report By
 LF1006  HISTORY     - 1948     MONUMENTED       CGS
 LF1006  HISTORY     - 1961     GOOD             NGS
 LF1006
 LF1006                          STATION DESCRIPTION
 LF1006
 LF1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1006'8.6 MI W FROM WATSON.
 LF1006'2.0 MILES WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF1006'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, THENCE
 LF1006'3.7 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 LF1006'A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, THENCE 0.9
 LF1006'MILE WEST ALONG A DIRT ROAD, AT A POINT WHERE THE ROAD FROM
 LF1006'THE ESAT MAKES A TURN TO THE NORTH AND THE JUNCTION OF A FARM
 LF1006'ROAD LEADING SOUTH, 41.0 FEET SOUTH OF THE CENTER LINE OF THE
 LF1006'ROAD LEADING EAST, 40.0 FEET EAST OF THE CENTER LINE OF THE
 LF1006'FARM ROAD LEADING SOUTH (NEBRASKA- MISSOURI STATE LINE ROAD),
 LF1006'0.8 FOOT NORTHWEST OF A FENCE LINE, 1.0 FOOT NORTH OF A 4 X 4
 LF1006'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF1006'0.3 FOOT ABOVE THE GROUND.  MARK IS 0.3 MILE EAST AND 0.3 MILE
 LF1006'SOUTH OF K 211.  NOTE-- THE WITNESS POST IS GONE.
 LF1006
 LF1006                          STATION RECOVERY (1961)
 LF1006
 LF1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0096 ***********************************************************************
 MM0096  DESIGNATION -  B 264
 MM0096  PID         -  MM0096
 MM0096  STATE/COUNTY-  NE/LINCOLN
 MM0096  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0096
 MM0096                         *CURRENT SURVEY CONTROL
 MM0096  ___________________________________________________________________
 MM0096* NAD 83(1986)-  41 07 58.     (N)    100 41 53.     (W)     SCALED    
 MM0096* NAVD 88     -       848.081  (meters)    2782.41   (feet)  ADJUSTED  
 MM0096  ___________________________________________________________________
 MM0096  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 MM0096  DYNAMIC HT  -         847.587 (meters)    2780.79  (feet)  COMP
 MM0096  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 MM0096
 MM0096  VERT ORDER  -  FIRST     CLASS II
 MM0096
 MM0096.This mark is at North Platte Regional Airport (LBF)
 MM0096
 MM0096.The horizontal coordinates were scaled from a topographic map and have
 MM0096.an estimated accuracy of +/- 6 seconds.
 MM0096
 MM0096.The orthometric height was determined by differential leveling
 MM0096.and adjusted by the National Geodetic Survey in June 1994..
 MM0096.WARNING-Repeat measurements at this control monument indicate possible
 MM0096.vertical movement.
 MM0096
 MM0096.The geoid height was determined by GEOID03.
 MM0096
 MM0096.The dynamic height is computed by dividing the NAVD 88
 MM0096.geopotential number by the normal gravity value computed on the
 MM0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0096.degrees latitude (g = 980.6199 gals.).
 MM0096
 MM0096.The modeled gravity was interpolated from observed gravity values.
 MM0096
 MM0096;                    North         East    Units  Estimated Accuracy
 MM0096;SPC NE       -   144,510.      441,410.      MT  (+/- 180 meters Scaled)
 MM0096
 MM0096                          SUPERSEDED SURVEY CONTROL
 MM0096
 MM0096  NAVD 88 (06/15/91)  848.084  (m)         2782.42   (f) UNKNOWN     1 2
 MM0096  NGVD 29 (02/14/92)  847.736  (m)         2781.28   (f) ADJUSTED    1 2
 MM0096
 MM0096.Superseded values are not recommended for survey control.
 MM0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0096.See file dsdata.txt to determine how the superseded data were derived.
 MM0096
 MM0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL574548(NAD 83)
 MM0096_MARKER: DB = BENCH MARK DISK
 MM0096_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MM0096_SP_SET: BUILDING
 MM0096_STAMPING: B 264 1963
 MM0096_MARK LOGO: CGS   
 MM0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0096+STABILITY: POSITION/ELEVATION WELL
 MM0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0096+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1999
 MM0096
 MM0096  HISTORY     - Date     Condition        Report By
 MM0096  HISTORY     - 1963     MONUMENTED       CGS
 MM0096  HISTORY     - 1967     GOOD             NGS
 MM0096  HISTORY     - 1986     GOOD             NGS
 MM0096  HISTORY     - 19991015 GOOD             NGS
 MM0096
 MM0096                          STATION DESCRIPTION
 MM0096
 MM0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MM0096'3 MI E FROM NORTH PLATTE.
 MM0096'LOCATED AT THE NORTH PLATTE MUNICIPAL AIRPORT, IN THE NORTH FACE
 MM0096'OF THE TERMINAL BUILDING, 18 FEET WEST OF THE NORTH ENTRANCE,
 MM0096'2 FEET WEST OF THE CORNER IN THE BUILDING, AND SET VERTICALLY
 MM0096'ABOUT 3 FEET ABOVE THE GROUND LEVEL.  NOTE-- A DECORATIVE BLOCK
 MM0096'WALL HAS BEEN ERECTED IN FRONT OF THE TERMINAL BUILDING AND
 MM0096'APPROXIMATELY 3 FEET IN FRONT OF THE OLD WALL.  THE MARK CAN
 MM0096'BE REACHED BY GOING THROUGH THE BOILER ROOM AND CAN BE SIGHTED
 MM0096'ON THROUGH OPENINGS IN THE NEW WALL.
 MM0096
 MM0096                          STATION RECOVERY (1967)
 MM0096
 MM0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MM0096'RECOVERED IN GOOD CONDITION.
 MM0096
 MM0096                          STATION RECOVERY (1986)
 MM0096
 MM0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0096'RECOVERED IN GOOD CONDITION.  THE 1967 DESCRIPTION IS ADEQUATE.
 MM0096
 MM0096                          STATION RECOVERY (1999)
 MM0096
 MM0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 MM0096'STATION IS NOW ACCESSIBLE FROM EXTERIOR OF TERMINAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0599 ***********************************************************************
 LF0599  DESIGNATION -  B 266
 LF0599  PID         -  LF0599
 LF0599  STATE/COUNTY-  NE/RICHARDSON
 LF0599  USGS QUAD   -  DAWSON (1965)
 LF0599
 LF0599                         *CURRENT SURVEY CONTROL
 LF0599  ___________________________________________________________________
 LF0599* NAD 83(1986)-  40 13 59.     (N)    095 45 16.     (W)     SCALED    
 LF0599* NAVD 88     -       311.289  (meters)    1021.29   (feet)  ADJUSTED  
 LF0599  ___________________________________________________________________
 LF0599  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LF0599  DYNAMIC HT  -         311.120 (meters)    1020.73  (feet)  COMP
 LF0599  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 LF0599
 LF0599  VERT ORDER  -  SECOND    CLASS 0
 LF0599
 LF0599.The horizontal coordinates were scaled from a topographic map and have
 LF0599.an estimated accuracy of +/- 6 seconds.
 LF0599
 LF0599.The orthometric height was determined by differential leveling
 LF0599.and adjusted by the National Geodetic Survey in June 1991..
 LF0599
 LF0599.The geoid height was determined by GEOID03.
 LF0599
 LF0599.The dynamic height is computed by dividing the NAVD 88
 LF0599.geopotential number by the normal gravity value computed on the
 LF0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0599.degrees latitude (g = 980.6199 gals.).
 LF0599
 LF0599.The modeled gravity was interpolated from observed gravity values.
 LF0599
 LF0599;                    North         East    Units  Estimated Accuracy
 LF0599;SPC NE       -    53,250.      861,130.      MT  (+/- 180 meters Scaled)
 LF0599
 LF0599                          SUPERSEDED SURVEY CONTROL
 LF0599
 LF0599  NGVD 29 (??/??/92)  311.213  (m)         1021.04   (f) ADJ UNCH    2 0
 LF0599
 LF0599.Superseded values are not recommended for survey control.
 LF0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0599.See file dsdata.txt to determine how the superseded data were derived.
 LF0599
 LF0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE656572(NAD 83)
 LF0599_MARKER: DB = BENCH MARK DISK
 LF0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0599_STAMPING: B 266 1947
 LF0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0599+STABILITY: SURFACE MOTION
 LF0599
 LF0599  HISTORY     - Date     Condition        Report By
 LF0599  HISTORY     - 1947     MONUMENTED       CGS
 LF0599
 LF0599                          STATION DESCRIPTION
 LF0599
 LF0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0599'1.5 MI E FROM STELLA.
 LF0599'0.25 MILE NORTHWEST ALONG THE TRACK AND 1.25 MILE EAST ALONG
 LF0599'STATE HIGHWAY NO. 62 FROM THE MISSOURI PACIFIC RAILROAD STATION
 LF0599'AT STELLA, 0.15 MILE WEST OF A BRIDGE OVER HOOSIER CREEK, 52.0
 LF0599'FEET WEST OF THE CENTER OF A PRIVATE DRIVE-WAY LEADING NORTH TO
 LF0599'THE GEORGE H. TIMMERMAN FARM HOUSE, 50.0 FEET NORTH OF THE
 LF0599'CENTER OF THE HIGHWAY, 48.6 FEET SOUTH OF THE CENTER OF THE
 LF0599'SOUTH WALL OF THE TIMMERMAN FARM HOUSE, 1.2 FOOT NORTH OF A
 LF0599'REFERENCE POST, SET IN A CONCRETE POST MIDWAY BETWEEN AND IN LINE
 LF0599'WITH TWO 2-FOOT CEDAR TREES WHICH ARE 16.5 FEET APART, ABOUT THE
 LF0599'SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0632 ***********************************************************************
 LF0632  DESIGNATION -  B 267
 LF0632  PID         -  LF0632
 LF0632  STATE/COUNTY-  NE/RICHARDSON
 LF0632  USGS QUAD   -  FALLS CITY (1984)
 LF0632
 LF0632                         *CURRENT SURVEY CONTROL
 LF0632  ___________________________________________________________________
 LF0632* NAD 83(1986)-  40 06 28.     (N)    095 31 13.     (W)     SCALED    
 LF0632* NAVD 88     -       314.009  (meters)    1030.21   (feet)  ADJUSTED  
 LF0632  ___________________________________________________________________
 LF0632  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LF0632  DYNAMIC HT  -         313.835 (meters)    1029.64  (feet)  COMP
 LF0632  MODELED GRAV-     980,062.6   (mgal)                       NAVD 88
 LF0632
 LF0632  VERT ORDER  -  SECOND    CLASS 0
 LF0632
 LF0632.The horizontal coordinates were scaled from a topographic map and have
 LF0632.an estimated accuracy of +/- 6 seconds.
 LF0632
 LF0632.The orthometric height was determined by differential leveling
 LF0632.and adjusted by the National Geodetic Survey in June 1991..
 LF0632
 LF0632.The geoid height was determined by GEOID03.
 LF0632
 LF0632.The dynamic height is computed by dividing the NAVD 88
 LF0632.geopotential number by the normal gravity value computed on the
 LF0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0632.degrees latitude (g = 980.6199 gals.).
 LF0632
 LF0632.The modeled gravity was interpolated from observed gravity values.
 LF0632
 LF0632;                    North         East    Units  Estimated Accuracy
 LF0632;SPC NE       -    40,370.      881,750.      MT  (+/- 180 meters Scaled)
 LF0632
 LF0632                          SUPERSEDED SURVEY CONTROL
 LF0632
 LF0632  NGVD 29 (??/??/92)  313.940  (m)         1029.98   (f) ADJ UNCH    2 0
 LF0632
 LF0632.Superseded values are not recommended for survey control.
 LF0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0632.See file dsdata.txt to determine how the superseded data were derived.
 LF0632
 LF0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE851427(NAD 83)
 LF0632_MARKER: DB = BENCH MARK DISK
 LF0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0632_SP_SET: CULVERT
 LF0632_STAMPING: B 267 1947
 LF0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0632
 LF0632  HISTORY     - Date     Condition        Report By
 LF0632  HISTORY     - 1947     MONUMENTED       CGS
 LF0632  HISTORY     - 1982     GOOD             LOCSUR
 LF0632
 LF0632                          STATION DESCRIPTION
 LF0632
 LF0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0632'4.9 MI N FROM PRESTON.
 LF0632'4.9 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0632'AND QUINCY RAILROAD STATION AT PRESTON, AT THE CROSSING OF A
 LF0632'RAVINE, 15.0 FEET EAST OF THE CENTER OF THE ROAD, SET IN THE
 LF0632'TOP OF AND 4.0 FEET SOUTH OF THE NORTH END OF THE EAST HEADWALL
 LF0632'OF A 3 X 4 X 8-FOOT CONCRETE CULVERT UNDER THE ROAD AND ABOUT
 LF0632'1 1/2 FOOT ABOVE THE ROAD.
 LF0632
 LF0632                          STATION RECOVERY (1982)
 LF0632
 LF0632'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LF0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0661 ***********************************************************************
 LF0661  DESIGNATION -  B 269
 LF0661  PID         -  LF0661
 LF0661  STATE/COUNTY-  NE/NEMAHA
 LF0661  USGS QUAD   -  AUBURN (1966)
 LF0661
 LF0661                         *CURRENT SURVEY CONTROL
 LF0661  ___________________________________________________________________
 LF0661* NAD 83(1986)-  40 29 42.     (N)    095 45 22.     (W)     SCALED    
 LF0661* NAVD 88     -       279.675  (meters)     917.57   (feet)  ADJUSTED  
 LF0661  ___________________________________________________________________
 LF0661  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LF0661  DYNAMIC HT  -         279.528 (meters)     917.08  (feet)  COMP
 LF0661  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 LF0661
 LF0661  VERT ORDER  -  SECOND    CLASS 0
 LF0661
 LF0661.The horizontal coordinates were scaled from a topographic map and have
 LF0661.an estimated accuracy of +/- 6 seconds.
 LF0661
 LF0661.The orthometric height was determined by differential leveling
 LF0661.and adjusted by the National Geodetic Survey in June 1991..
 LF0661
 LF0661.The geoid height was determined by GEOID03.
 LF0661
 LF0661.The dynamic height is computed by dividing the NAVD 88
 LF0661.geopotential number by the normal gravity value computed on the
 LF0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0661.degrees latitude (g = 980.6199 gals.).
 LF0661
 LF0661.The modeled gravity was interpolated from observed gravity values.
 LF0661
 LF0661;                    North         East    Units  Estimated Accuracy
 LF0661;SPC NE       -    82,290.      859,560.      MT  (+/- 180 meters Scaled)
 LF0661
 LF0661                          SUPERSEDED SURVEY CONTROL
 LF0661
 LF0661  NGVD 29 (??/??/92)  279.583  (m)          917.27   (f) ADJ UNCH    2 0
 LF0661
 LF0661.Superseded values are not recommended for survey control.
 LF0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0661.See file dsdata.txt to determine how the superseded data were derived.
 LF0661
 LF0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE664863(NAD 83)
 LF0661_MARKER: DB = BENCH MARK DISK
 LF0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0661_STAMPING: B 269 1947
 LF0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0661+STABILITY: SURFACE MOTION
 LF0661
 LF0661  HISTORY     - Date     Condition        Report By
 LF0661  HISTORY     - 1947     MONUMENTED       CGS
 LF0661
 LF0661                          STATION DESCRIPTION
 LF0661
 LF0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0661'1.5 MI NW FROM PERU.
 LF0661'1.5 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE CHICAGO,
 LF0661'BURLINGTON AND QUINCY RAILROAD STATION AT PERU, AT THE MAIN
 LF0661'ENTRANCE TO A FARM YARD, 32.0 FEET SOUTH OF THE CENTER OF THE MAIN
 LF0661'ROAD, 29.0 FEE EAST OF THE CENTER OF THE FARM DRIVE-WAY LEADING
 LF0661'SOUTH, 2.0 FEET WEST OF A REFERENCE POST, 1.8 FOOT NORTHEAST
 LF0661'OF THE NORTHEAST CORNER OF AN 8-FOOT SQUARE CONCRETE WELL
 LF0661'CURB AND FOUNDATION FOR A STEEL WIND MILL AND TOWER, 0.8
 LF0661'FOOT BELOW THE TOP OF THE CONCRETE FOUNDATION, SET IN A
 LF0661'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 LF0661'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0090 ***********************************************************************
 LJ0090  DESIGNATION -  B 27
 LJ0090  PID         -  LJ0090
 LJ0090  STATE/COUNTY-  NE/FRONTIER
 LJ0090  USGS QUAD   -  QUICK (1970)
 LJ0090
 LJ0090                         *CURRENT SURVEY CONTROL
 LJ0090  ___________________________________________________________________
 LJ0090* NAD 83(1986)-  40 26 15.     (N)    100 38 53.     (W)     SCALED    
 LJ0090* NAVD 88     -       863.380  (meters)    2832.61   (feet)  ADJUSTED  
 LJ0090  ___________________________________________________________________
 LJ0090  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 LJ0090  DYNAMIC HT  -         862.820 (meters)    2830.77  (feet)  COMP
 LJ0090  MODELED GRAV-     979,947.9   (mgal)                       NAVD 88
 LJ0090
 LJ0090  VERT ORDER  -  SECOND    CLASS 0
 LJ0090
 LJ0090.The horizontal coordinates were scaled from a topographic map and have
 LJ0090.an estimated accuracy of +/- 6 seconds.
 LJ0090
 LJ0090.The orthometric height was determined by differential leveling
 LJ0090.and adjusted by the National Geodetic Survey in June 1991..
 LJ0090
 LJ0090.The geoid height was determined by GEOID03.
 LJ0090
 LJ0090.The dynamic height is computed by dividing the NAVD 88
 LJ0090.geopotential number by the normal gravity value computed on the
 LJ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0090.degrees latitude (g = 980.6199 gals.).
 LJ0090
 LJ0090.The modeled gravity was interpolated from observed gravity values.
 LJ0090
 LJ0090;                    North         East    Units  Estimated Accuracy
 LJ0090;SPC NE       -    67,290.      445,030.      MT  (+/- 180 meters Scaled)
 LJ0090
 LJ0090                          SUPERSEDED SURVEY CONTROL
 LJ0090
 LJ0090  NGVD 29 (??/??/92)  863.046  (m)         2831.51   (f) ADJ UNCH    2 0
 LJ0090
 LJ0090.Superseded values are not recommended for survey control.
 LJ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0090.See file dsdata.txt to determine how the superseded data were derived.
 LJ0090
 LJ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK602776(NAD 83)
 LJ0090_MARKER: DB = BENCH MARK DISK
 LJ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0090_STAMPING: B-27 1934
 LJ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0090+STABILITY: SURFACE MOTION
 LJ0090
 LJ0090  HISTORY     - Date     Condition        Report By
 LJ0090  HISTORY     - 1934     MONUMENTED       CGS
 LJ0090  HISTORY     - 1957     SEE DESCRIPTION  NGS
 LJ0090
 LJ0090                          STATION DESCRIPTION
 LJ0090
 LJ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0090'15.6 MI S FROM MAYWOOD.
 LJ0090'15.6 MILES S OF AND ALONG U.S. HWY 183, IN FENCE CORNER 47 FT
 LJ0090'E OF CENTER OF HIGHWAY, 5 FT E OF R/W FENCE, 4 FT N OF T
 LJ0090'FENCE RUNNING E AND W, MARK IS 142 FT N OF QUICK POST OFFICE.
 LJ0090
 LJ0090                          STATION RECOVERY (1957)
 LJ0090
 LJ0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LJ0090'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0091 ***********************************************************************
 LJ0091  DESIGNATION -  B 27 RESET
 LJ0091  PID         -  LJ0091
 LJ0091  STATE/COUNTY-  NE/FRONTIER
 LJ0091  USGS QUAD   -  QUICK (1970)
 LJ0091
 LJ0091                         *CURRENT SURVEY CONTROL
 LJ0091  ___________________________________________________________________
 LJ0091* NAD 83(1986)-  40 26 15.     (N)    100 38 53.     (W)     SCALED    
 LJ0091* NAVD 88     -       862.07   (meters)    2828.3    (feet)  RESET     
 LJ0091  ___________________________________________________________________
 LJ0091  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 LJ0091
 LJ0091  VERT ORDER  -  THIRD
 LJ0091
 LJ0091.The horizontal coordinates were scaled from a topographic map and have
 LJ0091.an estimated accuracy of +/- 6 seconds.
 LJ0091
 LJ0091.The orthometric height was computed from unverified reset data.
 LJ0091
 LJ0091.The geoid height was determined by GEOID03.
 LJ0091
 LJ0091;                    North         East    Units  Estimated Accuracy
 LJ0091;SPC NE       -    67,290.      445,030.      MT  (+/- 180 meters Scaled)
 LJ0091
 LJ0091                          SUPERSEDED SURVEY CONTROL
 LJ0091
 LJ0091  NGVD 29 (??/??/??)  861.73   (m)         2827.2    (f) RESET       3  
 LJ0091
 LJ0091.Superseded values are not recommended for survey control.
 LJ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0091.See file dsdata.txt to determine how the superseded data were derived.
 LJ0091
 LJ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK602776(NAD 83)
 LJ0091_MARKER: DB = BENCH MARK DISK
 LJ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0091_STAMPING: B 27 RESET 1957
 LJ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0091+STABILITY: SURFACE MOTION
 LJ0091
 LJ0091  HISTORY     - Date     Condition        Report By
 LJ0091  HISTORY     - 1957     MONUMENTED       CGS
 LJ0091
 LJ0091                          STATION DESCRIPTION
 LJ0091
 LJ0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LJ0091'16.3 MI N FROM MC COOK.
 LJ0091'IN FRONTIER COUNTY, ABOUT 16.3 MILES NORTH ALONG U.S. HIGHWAY 83
 LJ0091'FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34, AND 83 AT THE WEST
 LJ0091'EDGE OF MC COOK, 151 FEET EAST OF TELEPHONE POLE NO. 8, 90
 LJ0091'FEET EAST OF THE CENTER OF U.S. HIGHWAY 83, 66 FEET NORTH OF A
 LJ0091'POWER POLE, 28 FEET NORTH OF THE EXTENDED CENTERLINE OF A T-ROAD
 LJ0091'GOING WEST FROM THE HIGHWAY, AND 13 FEET NORTH OF AN EAST-WEST
 LJ0091'ROW OF TREES.  THIS IS NEAR THE FORMER SITE OF THE QUICK POST
 LJ0091'OFFICE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LJ0091'B 27 RESET 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0041 ***********************************************************************
 LH0041  DESIGNATION -  B 270
 LH0041  PID         -  LH0041
 LH0041  STATE/COUNTY-  NE/HALL
 LH0041  USGS QUAD   -  DONIPHAN (1993)
 LH0041
 LH0041                         *CURRENT SURVEY CONTROL
 LH0041  ___________________________________________________________________
 LH0041* NAD 83(1986)-  40 46 24.     (N)    098 22 10.     (W)     SCALED    
 LH0041* NAVD 88     -       593.478  (meters)    1947.10   (feet)  ADJUSTED  
 LH0041  ___________________________________________________________________
 LH0041  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 LH0041  DYNAMIC HT  -         593.159 (meters)    1946.06  (feet)  COMP
 LH0041  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 LH0041
 LH0041  VERT ORDER  -  FIRST     CLASS II
 LH0041
 LH0041.The horizontal coordinates were scaled from a topographic map and have
 LH0041.an estimated accuracy of +/- 6 seconds.
 LH0041
 LH0041.The orthometric height was determined by differential leveling
 LH0041.and adjusted by the National Geodetic Survey in May 1993..
 LH0041
 LH0041.The geoid height was determined by GEOID03.
 LH0041
 LH0041.The dynamic height is computed by dividing the NAVD 88
 LH0041.geopotential number by the normal gravity value computed on the
 LH0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0041.degrees latitude (g = 980.6199 gals.).
 LH0041
 LH0041.The modeled gravity was interpolated from observed gravity values.
 LH0041
 LH0041;                    North         East    Units  Estimated Accuracy
 LH0041;SPC NE       -   105,660.      637,610.      MT  (+/- 180 meters Scaled)
 LH0041
 LH0041                          SUPERSEDED SURVEY CONTROL
 LH0041
 LH0041  NAVD 88 (06/15/91)  593.469  (m)         1947.07   (f) UNKNOWN     1 2
 LH0041  NGVD 29 (02/14/92)  593.238  (m)         1946.32   (f) ADJUSTED    1 2
 LH0041
 LH0041.Superseded values are not recommended for survey control.
 LH0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0041.See file dsdata.txt to determine how the superseded data were derived.
 LH0041
 LH0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL532137(NAD 83)
 LH0041_MARKER: DB = BENCH MARK DISK
 LH0041_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH0041_SP_SET: FOOTING
 LH0041_STAMPING: B 270 1947
 LH0041_MARK LOGO: CGS   
 LH0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0041+STABILITY: SURFACE MOTION
 LH0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0041+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0041
 LH0041  HISTORY     - Date     Condition        Report By
 LH0041  HISTORY     - 1947     MONUMENTED       CGS
 LH0041  HISTORY     - 1950     GOOD             NGS
 LH0041  HISTORY     - 1990     GOOD             USPSQD
 LH0041  HISTORY     - 19910924 GOOD             NGS
 LH0041  HISTORY     - 20010810 MARK NOT FOUND   USPSQD
 LH0041
 LH0041                          STATION DESCRIPTION
 LH0041
 LH0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LH0041'AT DONIPHAN.
 LH0041'AT DONIPHAN, SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE
 LH0041'BASE OF THE SOUTHWEST LEG OF THE CITY WATER TOWER, 0.6 FOOT ABOVE
 LH0041'THE GROUND.
 LH0041
 LH0041                          STATION RECOVERY (1990)
 LH0041
 LH0041'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0041'RECOVERED IN GOOD CONDITION.
 LH0041
 LH0041                          STATION RECOVERY (1991)
 LH0041
 LH0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0041'IN DONAPHAN, AT THE INTERSECTION OF WEST CEDAR AND FIRST STREETS,
 LH0041'NEAR THE SOUTH CORNER OF A CONCRETE FOOTING FOR THE SOUTHWEST LEG OF
 LH0041'A WATER TOWER, 47.8 M (156.8 FT) WEST OF AND LEVEL WITH THE CENTER OF
 LH0041'FIRST STREET, 42.8 M (140.4 FT) NORTH OF THE CENTER OF WEST CEDAR
 LH0041'STREET, AND THE FOOTING PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 LH0041'SURFACE.
 LH0041
 LH0041                          STATION RECOVERY (2001)
 LH0041
 LH0041'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LH0041'THE MARK NO LONGER EXISTS.  THE WATER TOWER HAS BEEN DEMOLISHED.  THE
 LH0041'CONCRETE FOOTING NO LONGER EXISTS.  THE SITE IS NOW OCCUPIED BY THE
 LH0041'MAINTENANCE DEPT OF THE DONIPHAN FIRE DEPARTMENT.  THIS MARK SHOULD BE
 LH0041'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1412 ***********************************************************************
 NM1412  DESIGNATION -  B 271
 NM1412  PID         -  NM1412
 NM1412  STATE/COUNTY-  NE/KNOX
 NM1412  USGS QUAD   -  BON HOMME COLONY (1974)
 NM1412
 NM1412                         *CURRENT SURVEY CONTROL
 NM1412  ___________________________________________________________________
 NM1412* NAD 83(1986)-  42 46 55.     (N)    097 39 46.     (W)     SCALED    
 NM1412* NAVD 88     -       489.354  (meters)    1605.49   (feet)  ADJUSTED  
 NM1412  ___________________________________________________________________
 NM1412  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 NM1412  DYNAMIC HT  -         489.196 (meters)    1604.97  (feet)  COMP
 NM1412  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 NM1412
 NM1412  VERT ORDER  -  SECOND    CLASS 0
 NM1412
 NM1412.The horizontal coordinates were scaled from a topographic map and have
 NM1412.an estimated accuracy of +/- 6 seconds.
 NM1412
 NM1412.The orthometric height was determined by differential leveling
 NM1412.and adjusted by the National Geodetic Survey in June 1991..
 NM1412
 NM1412.The geoid height was determined by GEOID03.
 NM1412
 NM1412.The dynamic height is computed by dividing the NAVD 88
 NM1412.geopotential number by the normal gravity value computed on the
 NM1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1412.degrees latitude (g = 980.6199 gals.).
 NM1412
 NM1412.The modeled gravity was interpolated from observed gravity values.
 NM1412
 NM1412;                    North         East    Units  Estimated Accuracy
 NM1412;SPC NE       -   329,980.      691,210.      MT  (+/- 180 meters Scaled)
 NM1412
 NM1412                          SUPERSEDED SURVEY CONTROL
 NM1412
 NM1412  NGVD 29 (??/??/92)  489.132  (m)         1604.76   (f) ADJ UNCH    2 0
 NM1412
 NM1412.Superseded values are not recommended for survey control.
 NM1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1412.See file dsdata.txt to determine how the superseded data were derived.
 NM1412
 NM1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN093374(NAD 83)
 NM1412_MARKER: DB = BENCH MARK DISK
 NM1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1412_STAMPING: B 271 1949
 NM1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1412+STABILITY: SURFACE MOTION
 NM1412
 NM1412  HISTORY     - Date     Condition        Report By
 NM1412  HISTORY     - 1949     MONUMENTED       CGS
 NM1412
 NM1412                          STATION DESCRIPTION
 NM1412
 NM1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1412'11.7 MI NW FROM CROFTON.
 NM1412'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH STATE
 NM1412'HIGHWAY 12 AT CROFTON, THENCE 7.0 MILES WEST ALONG STATE HIGHWAY
 NM1412'12, THENCE 3.7 MILES NORTH ALONG A DIRT ROAD, 75 YARDS (PACED)
 NM1412'SOUTH OF A T-FENCE CORNER POST, 166 FEET SOUTHWEST OF THE SOUTH
 NM1412'GATE POST WHICH IS ON THE INSIDE OF THE CURVE IN THE ROAD, 25
 NM1412'FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET HIGHER THAN THE
 NM1412'ROAD, 2.0 FEET EAST OF A FENCE LINE, 1.5 FEET NORTH OF A
 NM1412'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 NM1412'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1377 ***********************************************************************
 NM1377  DESIGNATION -  B 272
 NM1377  PID         -  NM1377
 NM1377  STATE/COUNTY-  NE/KNOX
 NM1377  USGS QUAD   -  SPRINGFIELD (1978)
 NM1377
 NM1377                         *CURRENT SURVEY CONTROL
 NM1377  ___________________________________________________________________
 NM1377* NAD 83(1986)-  42 46 10.     (N)    097 55 22.     (W)     SCALED    
 NM1377* NAVD 88     -       375.190  (meters)    1230.94   (feet)  ADJUSTED  
 NM1377  ___________________________________________________________________
 NM1377  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 NM1377  DYNAMIC HT  -         375.065 (meters)    1230.53  (feet)  COMP
 NM1377  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 NM1377
 NM1377  VERT ORDER  -  SECOND    CLASS 0
 NM1377
 NM1377.The horizontal coordinates were scaled from a topographic map and have
 NM1377.an estimated accuracy of +/- 6 seconds.
 NM1377
 NM1377.The orthometric height was determined by differential leveling
 NM1377.and adjusted by the National Geodetic Survey in June 1991..
 NM1377
 NM1377.The geoid height was determined by GEOID03.
 NM1377
 NM1377.The dynamic height is computed by dividing the NAVD 88
 NM1377.geopotential number by the normal gravity value computed on the
 NM1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1377.degrees latitude (g = 980.6199 gals.).
 NM1377
 NM1377.The modeled gravity was interpolated from observed gravity values.
 NM1377
 NM1377;                    North         East    Units  Estimated Accuracy
 NM1377;SPC NE       -   328,050.      669,980.      MT  (+/- 180 meters Scaled)
 NM1377
 NM1377                          SUPERSEDED SURVEY CONTROL
 NM1377
 NM1377  NGVD 29 (??/??/92)  374.973  (m)         1230.22   (f) ADJ UNCH    2 0
 NM1377
 NM1377.Superseded values are not recommended for survey control.
 NM1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1377.See file dsdata.txt to determine how the superseded data were derived.
 NM1377
 NM1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN881357(NAD 83)
 NM1377_MARKER: DB = BENCH MARK DISK
 NM1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1377_STAMPING: B 272 1949
 NM1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1377+STABILITY: SURFACE MOTION
 NM1377
 NM1377  HISTORY     - Date     Condition        Report By
 NM1377  HISTORY     - 1949     MONUMENTED       CGS
 NM1377  HISTORY     - 1970     MARK NOT FOUND   NGS
 NM1377
 NM1377                          STATION DESCRIPTION
 NM1377
 NM1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1377'7.2 MI NE FROM NIOBRARA.
 NM1377'5.45 MILES EAST ALONG STATE HIGHWAY 12 FROM THE CHICAGO AND
 NM1377'NORTH WESTERN RAILWAY STATION AT NIOBRARA, THENCE 1.7 MILES
 NM1377'NORTHEAST ALONG A WINDING GRAVELED ROAD, 85 YARDS (PACED) NORTH
 NM1377'NORTHEAST OF A 120 FOOT WOODEN BRIDGE OVER BAZILE CREEK, AND ON
 NM1377'THE OUTSIDE OF A CURVE IN THE ROAD, 43 FEET NORTHWEST OF THE
 NM1377'CENTER LINE OF THE ROAD, 11 FEET SOUTHWEST OF THE CENTER LINE OF
 NM1377'A DIRT ROAD LEADING TO A FIELD, 2.0 FEET SOUTH OF A GATE POST,
 NM1377'1.0 FOOT NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 NM1377'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1377
 NM1377                          STATION RECOVERY (1970)
 NM1377
 NM1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0091 ***********************************************************************
 NN0091  DESIGNATION -  B 273
 NN0091  PID         -  NN0091
 NN0091  STATE/COUNTY-  NE/BOYD
 NN0091  USGS QUAD   -  MARTY (1974)
 NN0091
 NN0091                         *CURRENT SURVEY CONTROL
 NN0091  ___________________________________________________________________
 NN0091* NAD 83(1986)-  42 54 56.     (N)    098 25 42.     (W)     SCALED    
 NN0091* NAVD 88     -       379.076  (meters)    1243.69   (feet)  ADJUSTED  
 NN0091  ___________________________________________________________________
 NN0091  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 NN0091  DYNAMIC HT  -         378.947 (meters)    1243.26  (feet)  COMP
 NN0091  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 NN0091
 NN0091  VERT ORDER  -  SECOND    CLASS 0
 NN0091
 NN0091.The horizontal coordinates were scaled from a topographic map and have
 NN0091.an estimated accuracy of +/- 6 seconds.
 NN0091
 NN0091.The orthometric height was determined by differential leveling
 NN0091.and adjusted by the National Geodetic Survey in June 1991..
 NN0091
 NN0091.The geoid height was determined by GEOID03.
 NN0091
 NN0091.The dynamic height is computed by dividing the NAVD 88
 NN0091.geopotential number by the normal gravity value computed on the
 NN0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0091.degrees latitude (g = 980.6199 gals.).
 NN0091
 NN0091.The modeled gravity was interpolated from observed gravity values.
 NN0091
 NN0091;                    North         East    Units  Estimated Accuracy
 NN0091;SPC NE       -   343,410.      628,320.      MT  (+/- 180 meters Scaled)
 NN0091
 NN0091                          SUPERSEDED SURVEY CONTROL
 NN0091
 NN0091  NGVD 29 (??/??/92)  378.806  (m)         1242.80   (f) ADJ UNCH    2 0
 NN0091
 NN0091.Superseded values are not recommended for survey control.
 NN0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0091.See file dsdata.txt to determine how the superseded data were derived.
 NN0091
 NN0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN466515(NAD 83)
 NN0091_MARKER: DB = BENCH MARK DISK
 NN0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0091_STAMPING: B 273 1949
 NN0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0091+STABILITY: SURFACE MOTION
 NN0091
 NN0091  HISTORY     - Date     Condition        Report By
 NN0091  HISTORY     - 1949     MONUMENTED       CGS
 NN0091  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 NN0091
 NN0091                          STATION DESCRIPTION
 NN0091
 NN0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0091'10.5 NE FROM LYNCH.
 NN0091'7.5 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT LYNCH,
 NN0091'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, THENCE 1.9 MILES
 NN0091'SOUTHEAST ALONG A DIRT ROAD, AT A T-JUNCTION, ABOUT 300.0 FEET
 NN0091'WEST OF A CURVE WITH TANGENTS LEADING SOUTH AND WEST, 44.3 FEET
 NN0091'SOUTHWEST OF THE CENTER LINE OF THE SOUTH END OF A PIPE CULVERT,
 NN0091'19.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 23.0 FEET WEST OF
 NN0091'THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 1.0 FOOT NORTH
 NN0091'OF A FENCE, 1.3 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 NN0091'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 NN0091'BENCH MARK IS LOCATED 1.0 MILE WEST OF BENCH MARK A 273.
 NN0091
 NN0091                          STATION RECOVERY (1973)
 NN0091
 NN0091'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 NN0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0312 ***********************************************************************
 NN0312  DESIGNATION -  B 274
 NN0312  PID         -  NN0312
 NN0312  STATE/COUNTY-  NE/BOYD
 NN0312  USGS QUAD   -  GROSS (1964)
 NN0312
 NN0312                         *CURRENT SURVEY CONTROL
 NN0312  ___________________________________________________________________
 NN0312* NAD 83(1986)-  42 58 32.     (N)    098 33 53.     (W)     SCALED    
 NN0312* NAVD 88     -       542.827  (meters)    1780.92   (feet)  ADJUSTED  
 NN0312  ___________________________________________________________________
 NN0312  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 NN0312  DYNAMIC HT  -         542.637 (meters)    1780.30  (feet)  COMP
 NN0312  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 NN0312
 NN0312  VERT ORDER  -  SECOND    CLASS 0
 NN0312
 NN0312.The horizontal coordinates were scaled from a topographic map and have
 NN0312.an estimated accuracy of +/- 6 seconds.
 NN0312
 NN0312.The orthometric height was determined by differential leveling
 NN0312.and adjusted by the National Geodetic Survey in June 1991..
 NN0312
 NN0312.The geoid height was determined by GEOID03.
 NN0312
 NN0312.The dynamic height is computed by dividing the NAVD 88
 NN0312.geopotential number by the normal gravity value computed on the
 NN0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0312.degrees latitude (g = 980.6199 gals.).
 NN0312
 NN0312.The modeled gravity was interpolated from observed gravity values.
 NN0312
 NN0312;                    North         East    Units  Estimated Accuracy
 NN0312;SPC NE       -   349,880.      617,070.      MT  (+/- 180 meters Scaled)
 NN0312
 NN0312                          SUPERSEDED SURVEY CONTROL
 NN0312
 NN0312  NGVD 29 (??/??/92)  542.536  (m)         1779.97   (f) ADJ UNCH    2 0
 NN0312
 NN0312.Superseded values are not recommended for survey control.
 NN0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0312.See file dsdata.txt to determine how the superseded data were derived.
 NN0312
 NN0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN354581(NAD 83)
 NN0312_MARKER: DB = BENCH MARK DISK
 NN0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0312_STAMPING: B 274 1949
 NN0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0312+STABILITY: SURFACE MOTION
 NN0312
 NN0312  HISTORY     - Date     Condition        Report By
 NN0312  HISTORY     - 1949     MONUMENTED       CGS
 NN0312
 NN0312                          STATION DESCRIPTION
 NN0312
 NN0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0312'9.9 MI NE FROM BRISTOW.
 NN0312'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0312'THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.7 MILE NORTH ALONG
 NN0312'A DIRT ROAD, THENCE 1.0 MILE NORTHEAST ALONG A DIRT ROAD, ON THE
 NN0312'OUTSIDE OF A CURVE WITH TANGENTS LEADING WEST AND NORTH, ABOUT
 NN0312'ON THE PROJECTED CENTER LINE OF THE WEST TANGENT, 18.0 FEET EAST
 NN0312'OF THE CENTER LINE OF A FIELD ROAD LEADING SOUTH, 81.0 FEET
 NN0312'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT WEST OF A FENCE,
 NN0312'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1058 ***********************************************************************
 NM1058  DESIGNATION -  B 275
 NM1058  PID         -  NM1058
 NM1058  STATE/COUNTY-  NE/CEDAR
 NM1058  USGS QUAD   -  ST HELENA (1994)
 NM1058
 NM1058                         *CURRENT SURVEY CONTROL
 NM1058  ___________________________________________________________________
 NM1058* NAD 83(1986)-  42 45 26.     (N)    097 08 37.     (W)     SCALED    
 NM1058* NAVD 88     -       399.986  (meters)    1312.29   (feet)  ADJUSTED  
 NM1058  ___________________________________________________________________
 NM1058  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM1058  DYNAMIC HT  -         399.866 (meters)    1311.89  (feet)  COMP
 NM1058  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 NM1058
 NM1058  VERT ORDER  -  SECOND    CLASS 0
 NM1058
 NM1058.The horizontal coordinates were scaled from a topographic map and have
 NM1058.an estimated accuracy of +/- 6 seconds.
 NM1058
 NM1058.The orthometric height was determined by differential leveling
 NM1058.and adjusted by the National Geodetic Survey in June 1991..
 NM1058
 NM1058.The geoid height was determined by GEOID03.
 NM1058
 NM1058.The dynamic height is computed by dividing the NAVD 88
 NM1058.geopotential number by the normal gravity value computed on the
 NM1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1058.degrees latitude (g = 980.6199 gals.).
 NM1058
 NM1058.The modeled gravity was interpolated from observed gravity values.
 NM1058
 NM1058;                    North         East    Units  Estimated Accuracy
 NM1058;SPC NE       -   328,510.      733,760.      MT  (+/- 180 meters Scaled)
 NM1058
 NM1058                          SUPERSEDED SURVEY CONTROL
 NM1058
 NM1058  NGVD 29 (??/??/92)  399.781  (m)         1311.61   (f) ADJ UNCH    2 0
 NM1058
 NM1058.Superseded values are not recommended for survey control.
 NM1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1058.See file dsdata.txt to determine how the superseded data were derived.
 NM1058
 NM1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN519355(NAD 83)
 NM1058_MARKER: DB = BENCH MARK DISK
 NM1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1058_STAMPING: B 275 1949
 NM1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1058+STABILITY: SURFACE MOTION
 NM1058
 NM1058  HISTORY     - Date     Condition        Report By
 NM1058  HISTORY     - 1949     MONUMENTED       CGS
 NM1058
 NM1058                          STATION DESCRIPTION
 NM1058
 NM1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1058'3 MI E FROM WYNOT.
 NM1058'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1058'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1058'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1058'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1058'ROAD, THENCE 0.5 MILE EAST ALONG A GRADED DIRT ROAD, AT THE FARM
 NM1058'HOME OF CLARENCE BURBAK AND OCCUPIED BY N.P. ALBRECHT, 136 FEET
 NM1058'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 54.0 FEET
 NM1058'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 2.0 FEET NORTHEAST
 NM1058'OF THE SOUTHEAST LEG OF A WINDMILL, SET IN THE TOP OF A 5.5
 NM1058'FOOT CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0871 ***********************************************************************
 NM0871  DESIGNATION -  B 276
 NM0871  PID         -  NM0871
 NM0871  STATE/COUNTY-  NE/DIXON
 NM0871  USGS QUAD   -  PONCA (1994)
 NM0871
 NM0871                         *CURRENT SURVEY CONTROL
 NM0871  ___________________________________________________________________
 NM0871* NAD 83(1986)-  42 36 29.     (N)    096 44 10.     (W)     SCALED    
 NM0871* NAVD 88     -       408.687  (meters)    1340.83   (feet)  ADJUSTED  
 NM0871  ___________________________________________________________________
 NM0871  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 NM0871  DYNAMIC HT  -         408.562 (meters)    1340.42  (feet)  COMP
 NM0871  MODELED GRAV-     980,302.7   (mgal)                       NAVD 88
 NM0871
 NM0871  VERT ORDER  -  SECOND    CLASS 0
 NM0871
 NM0871.The horizontal coordinates were scaled from a topographic map and have
 NM0871.an estimated accuracy of +/- 6 seconds.
 NM0871
 NM0871.The orthometric height was determined by differential leveling
 NM0871.and adjusted by the National Geodetic Survey in June 1991..
 NM0871
 NM0871.The geoid height was determined by GEOID03.
 NM0871
 NM0871.The dynamic height is computed by dividing the NAVD 88
 NM0871.geopotential number by the normal gravity value computed on the
 NM0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0871.degrees latitude (g = 980.6199 gals.).
 NM0871
 NM0871.The modeled gravity was interpolated from observed gravity values.
 NM0871
 NM0871;                    North         East    Units  Estimated Accuracy
 NM0871;SPC NE       -   313,140.      767,720.      MT  (+/- 180 meters Scaled)
 NM0871
 NM0871                          SUPERSEDED SURVEY CONTROL
 NM0871
 NM0871  NGVD 29 (??/??/92)  408.510  (m)         1340.25   (f) ADJ UNCH    2 0
 NM0871
 NM0871.Superseded values are not recommended for survey control.
 NM0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0871.See file dsdata.txt to determine how the superseded data were derived.
 NM0871
 NM0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN856197(NAD 83)
 NM0871_MARKER: DB = BENCH MARK DISK
 NM0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0871_STAMPING: B 276 1949
 NM0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0871+STABILITY: SURFACE MOTION
 NM0871
 NM0871  HISTORY     - Date     Condition        Report By
 NM0871  HISTORY     - 1949     MONUMENTED       CGS
 NM0871
 NM0871                          STATION DESCRIPTION
 NM0871
 NM0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0871'3.9 MI NW FROM PONCA.
 NM0871'1.9 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE NORTHEAST CORNER
 NM0871'OF THE CITY PARK AT PONCA, THENCE 0.3 MILE WEST ALONG A GRAVELED
 NM0871'ROAD, THENCE 1.55 MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE
 NM0871'0.15 MILE WEST ALONG A GRADED DIRT ROAD, AT A VACANT FARM HOUSE
 NM0871'OWNED BY HAROLD C. RAHN, 114 FEET NORTH OF THE CENTER LINE OF
 NM0871'AN EAST-WEST ROAD, 34.4 FEET EAST OF THE NORTHEAST CORNER OF THE
 NM0871'HOUSE, 33.4 FEET SOUTH OF THE SOUTHWEST LEG OF A WINDMILL, 7.7
 NM0871'FEET EAST OF THE EAST EDGE OF THE ENTRANCE TO THE STORM CAVE,
 NM0871'7.7 FEET WEST OF A FENCE, AND SET IN THE TOP OF A 6-FOOT CONCRETE
 NM0871'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0094 ***********************************************************************
 NN0094  DESIGNATION -  B 277
 NN0094  PID         -  NN0094
 NN0094  STATE/COUNTY-  NE/KNOX
 NN0094  USGS QUAD   -  VERDEL (1950)
 NN0094
 NN0094                         *CURRENT SURVEY CONTROL
 NN0094  ___________________________________________________________________
 NN0094* NAD 83(1986)-  42 49 41.     (N)    098 13 56.     (W)     SCALED    
 NN0094* NAVD 88     -       435.419  (meters)    1428.54   (feet)  ADJUSTED  
 NN0094  ___________________________________________________________________
 NN0094  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 NN0094  DYNAMIC HT  -         435.272 (meters)    1428.05  (feet)  COMP
 NN0094  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 NN0094
 NN0094  VERT ORDER  -  SECOND    CLASS 0
 NN0094
 NN0094.The horizontal coordinates were scaled from a topographic map and have
 NN0094.an estimated accuracy of +/- 6 seconds.
 NN0094
 NN0094.The orthometric height was determined by differential leveling
 NN0094.and adjusted by the National Geodetic Survey in June 1991..
 NN0094
 NN0094.The geoid height was determined by GEOID03.
 NN0094
 NN0094.The dynamic height is computed by dividing the NAVD 88
 NN0094.geopotential number by the normal gravity value computed on the
 NN0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0094.degrees latitude (g = 980.6199 gals.).
 NN0094
 NN0094.The modeled gravity was interpolated from observed gravity values.
 NN0094
 NN0094;                    North         East    Units  Estimated Accuracy
 NN0094;SPC NE       -   334,000.      644,530.      MT  (+/- 180 meters Scaled)
 NN0094
 NN0094                          SUPERSEDED SURVEY CONTROL
 NN0094
 NN0094  NGVD 29 (??/??/92)  435.180  (m)         1427.75   (f) ADJ UNCH    2 0
 NN0094
 NN0094.Superseded values are not recommended for survey control.
 NN0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0094.See file dsdata.txt to determine how the superseded data were derived.
 NN0094
 NN0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN627420(NAD 83)
 NN0094_MARKER: DB = BENCH MARK DISK
 NN0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0094_STAMPING: B 277 1949
 NN0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0094+STABILITY: SURFACE MOTION
 NN0094
 NN0094  HISTORY     - Date     Condition        Report By
 NN0094  HISTORY     - 1949     MONUMENTED       CGS
 NN0094
 NN0094                          STATION DESCRIPTION
 NN0094
 NN0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0094'3 MI NW FROM VERDEL.
 NN0094'2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0094'THE STATION AT VERDEL, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD,
 NN0094'AT A T-JUNCTION OF ROADS, AT A POINT WHERE THE TELEPHONE LINE
 NN0094'CROSSES THE ROAD, 23 FEET SOUTH OF THE CENTER LINE OF A ROAD
 NN0094'LEADING WEST, 29 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NN0094'ROAD, 11.0 FEET SOUTH OF A CORNER FENCE POST, 1.0 FOOT EAST OF A
 NN0094'FENCE, 1.6 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 NN0094'CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0488 ***********************************************************************
 NM0488  DESIGNATION -  B 278
 NM0488  PID         -  NM0488
 NM0488  STATE/COUNTY-  NE/THURSTON
 NM0488  USGS QUAD   -  WALTHILL (1966)
 NM0488
 NM0488                         *CURRENT SURVEY CONTROL
 NM0488  ___________________________________________________________________
 NM0488* NAD 83(1986)-  42 14 55.     (N)    096 22 34.     (W)     SCALED    
 NM0488* NAVD 88     -       341.930  (meters)    1121.82   (feet)  ADJUSTED  
 NM0488  ___________________________________________________________________
 NM0488  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 NM0488  DYNAMIC HT  -         341.816 (meters)    1121.44  (feet)  COMP
 NM0488  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 NM0488
 NM0488  VERT ORDER  -  SECOND    CLASS 0
 NM0488
 NM0488.The horizontal coordinates were scaled from a topographic map and have
 NM0488.an estimated accuracy of +/- 6 seconds.
 NM0488
 NM0488.The orthometric height was determined by differential leveling
 NM0488.and adjusted by the National Geodetic Survey in June 1991..
 NM0488
 NM0488.The geoid height was determined by GEOID03.
 NM0488
 NM0488.The dynamic height is computed by dividing the NAVD 88
 NM0488.geopotential number by the normal gravity value computed on the
 NM0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0488.degrees latitude (g = 980.6199 gals.).
 NM0488
 NM0488.The modeled gravity was interpolated from observed gravity values.
 NM0488
 NM0488;                    North         East    Units  Estimated Accuracy
 NM0488;SPC NE       -   274,430.      798,910.      MT  (+/- 180 meters Scaled)
 NM0488
 NM0488                          SUPERSEDED SURVEY CONTROL
 NM0488
 NM0488  NGVD 29 (??/??/92)  341.777  (m)         1121.31   (f) ADJ UNCH    2 0
 NM0488
 NM0488.Superseded values are not recommended for survey control.
 NM0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0488.See file dsdata.txt to determine how the superseded data were derived.
 NM0488
 NM0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM164807(NAD 83)
 NM0488_MARKER: DB = BENCH MARK DISK
 NM0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0488_STAMPING: B 278 1949
 NM0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0488+STABILITY: SURFACE MOTION
 NM0488
 NM0488  HISTORY     - Date     Condition        Report By
 NM0488  HISTORY     - 1949     MONUMENTED       CGS
 NM0488
 NM0488                          STATION DESCRIPTION
 NM0488
 NM0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0488'5.7 MI NE FROM WINNEBAGO.
 NM0488'0.1 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE HOSPITAL AT
 NM0488'WINNEBAGO, THENCE 3.6 MILES EAST ALONG A GRADED DIRT ROAD,
 NM0488'THENCE 2.0 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 230.0 FEET
 NM0488'WEST OF THE SOUTHWEST CORNER OF A VACANT HOUSE, 50 FEET EAST
 NM0488'OF THE CENTER LINE OF THE MAIN ROAD, 40 FEET NORTH OF THE CENTER
 NM0488'LINE OF A PRIVATE ROAD LEADING EAST, 16.3 FEET NORTHEAST OF A
 NM0488'20-INCH ELM WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE,
 NM0488'10.0 FEET SOUTHEAST OF A 20-INCH ELM WITH A TRIANGULAR BLAZE ON
 NM0488'THE WEST SIDE OF THE TREE, 2.0 FEET EAST OF A REFERENCE POST,
 NM0488'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5
 NM0488'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0072 ***********************************************************************
 LH0072  DESIGNATION -  B 279
 LH0072  PID         -  LH0072
 LH0072  STATE/COUNTY-  NE/HALL
 LH0072  USGS QUAD   -  ABBOTT (1993)
 LH0072
 LH0072                         *CURRENT SURVEY CONTROL
 LH0072  ___________________________________________________________________
 LH0072* NAD 83(1986)-  40 54 38.     (N)    098 22 42.     (W)     SCALED    
 LH0072* NAVD 88     -       573.110  (meters)    1880.28   (feet)  ADJUSTED  
 LH0072  ___________________________________________________________________
 LH0072  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 LH0072  DYNAMIC HT  -         572.808 (meters)    1879.29  (feet)  COMP
 LH0072  MODELED GRAV-     980,078.6   (mgal)                       NAVD 88
 LH0072
 LH0072  VERT ORDER  -  FIRST     CLASS II
 LH0072
 LH0072.The horizontal coordinates were scaled from a topographic map and have
 LH0072.an estimated accuracy of +/- 6 seconds.
 LH0072
 LH0072.The orthometric height was determined by differential leveling
 LH0072.and adjusted by the National Geodetic Survey in June 1991..
 LH0072
 LH0072.The geoid height was determined by GEOID03.
 LH0072
 LH0072.The dynamic height is computed by dividing the NAVD 88
 LH0072.geopotential number by the normal gravity value computed on the
 LH0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0072.degrees latitude (g = 980.6199 gals.).
 LH0072
 LH0072.The modeled gravity was interpolated from observed gravity values.
 LH0072
 LH0072;                    North         East    Units  Estimated Accuracy
 LH0072;SPC NE       -   120,880.      636,580.      MT  (+/- 180 meters Scaled)
 LH0072
 LH0072                          SUPERSEDED SURVEY CONTROL
 LH0072
 LH0072  NGVD 29 (02/14/92)  572.863  (m)         1879.47   (f) ADJUSTED    1 2
 LH0072
 LH0072.Superseded values are not recommended for survey control.
 LH0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0072.See file dsdata.txt to determine how the superseded data were derived.
 LH0072
 LH0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL523290(NAD 83)
 LH0072_MARKER: DB = BENCH MARK DISK
 LH0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0072_SP_SET: CONCRETE POST
 LH0072_STAMPING: B 279 1949
 LH0072_MARK LOGO: CGS   
 LH0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0072+STABILITY: SURFACE MOTION
 LH0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0072+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0072
 LH0072  HISTORY     - Date     Condition        Report By
 LH0072  HISTORY     - 1949     MONUMENTED       CGS
 LH0072  HISTORY     - 1990     GOOD             USPSQD
 LH0072  HISTORY     - 19910924 GOOD             NGS
 LH0072
 LH0072                          STATION DESCRIPTION
 LH0072
 LH0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0072'2.1 MI SW FROM GRAND ISLAND.
 LH0072'2.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0072'STATION AT GRAND ISLAND, 46 FEET WEST OF THE CENTER LINE OF A
 LH0072'NORTH AND SOUTH ROAD, 29.0 FEET SOUTHEAST OF THE NORTHEAST
 LH0072'CORNER OF A LOADING CHUTE AT THE WEBB SALES BARN, 14.0 FEET
 LH0072'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS,
 LH0072'4.7 FEET SOUTHWEST OF A POWER POLE, 2.0 FEET SOUTHWEST OF A
 LH0072'WITNESS POST, SET IN THE TOP OF A 5.5 FOOT CONCRETE POST WHICH
 LH0072'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LH0072
 LH0072                          STATION RECOVERY (1990)
 LH0072
 LH0072'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0072'RECOVERED IN GOOD CONDITION.
 LH0072
 LH0072                          STATION RECOVERY (1991)
 LH0072
 LH0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0072'IN GRAND ISLAND, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 LH0072'AND WEBB ROAD, 17.1 M (56.1 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LH0072'MAIN TRACK, 12.9 M (42.3 FT) WEST OF THE CENTERLINE OF THE ROAD, 6.7
 LH0072'M (22.0 FT) NORTHWEST OF A FIRE HYDRANT, 3.9 M (12.8 FT) SOUTHEAST OF
 LH0072'THE NEAR RAIL OF A SIDE TRACK, 1.5 M (4.9 FT) SOUTHWEST OF A UTILITY
 LH0072'BRACE POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0
 LH0072'FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 LH0072'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0144 ***********************************************************************
 LJ0144  DESIGNATION -  B 28
 LJ0144  PID         -  LJ0144
 LJ0144  STATE/COUNTY-  NE/LINCOLN
 LJ0144  USGS QUAD   -  CURTIS (1956)
 LJ0144
 LJ0144                         *CURRENT SURVEY CONTROL
 LJ0144  ___________________________________________________________________
 LJ0144* NAD 83(1986)-  40 42 53.     (N)    100 37 04.     (W)     SCALED    
 LJ0144* NAVD 88     -       869.627  (meters)    2853.10   (feet)  ADJUSTED  
 LJ0144  ___________________________________________________________________
 LJ0144  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 LJ0144  DYNAMIC HT  -         869.079 (meters)    2851.30  (feet)  COMP
 LJ0144  MODELED GRAV-     979,965.6   (mgal)                       NAVD 88
 LJ0144
 LJ0144  VERT ORDER  -  SECOND    CLASS 0
 LJ0144
 LJ0144.The horizontal coordinates were scaled from a topographic map and have
 LJ0144.an estimated accuracy of +/- 6 seconds.
 LJ0144
 LJ0144.The orthometric height was determined by differential leveling
 LJ0144.and adjusted by the National Geodetic Survey in June 1991..
 LJ0144
 LJ0144.The geoid height was determined by GEOID03.
 LJ0144
 LJ0144.The dynamic height is computed by dividing the NAVD 88
 LJ0144.geopotential number by the normal gravity value computed on the
 LJ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0144.degrees latitude (g = 980.6199 gals.).
 LJ0144
 LJ0144.The modeled gravity was interpolated from observed gravity values.
 LJ0144
 LJ0144;                    North         East    Units  Estimated Accuracy
 LJ0144;SPC NE       -    98,050.      447,810.      MT  (+/- 180 meters Scaled)
 LJ0144
 LJ0144                          SUPERSEDED SURVEY CONTROL
 LJ0144
 LJ0144  NGVD 29 (??/??/92)  869.268  (m)         2851.92   (f) ADJ UNCH    2 0
 LJ0144
 LJ0144.Superseded values are not recommended for survey control.
 LJ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0144.See file dsdata.txt to determine how the superseded data were derived.
 LJ0144
 LJ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL633083(NAD 83)
 LJ0144_MARKER: DB = BENCH MARK DISK
 LJ0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0144_STAMPING: B 28 1934
 LJ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0144+STABILITY: SURFACE MOTION
 LJ0144
 LJ0144  HISTORY     - Date     Condition        Report By
 LJ0144  HISTORY     - 1934     MONUMENTED       CGS
 LJ0144  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0144
 LJ0144                          STATION DESCRIPTION
 LJ0144
 LJ0144'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0144'4.3 MI N FROM MAYWOOD.
 LJ0144'IN LINCOLN COUNTY, 4.3 MILES NORTH ALONG U.S. HIGHWAY 83 FROM
 LJ0144'MAYWOOD, FRONTIER COUNTY, AT THE FOOT OF A LONG SLOPE TO THE
 LJ0144'NORTH, AT A ROAD CROSSING, 74 FEET NORTH OF THE CENTERLINE OF THE
 LJ0144'ROAD, 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 LJ0144'WEST OF A ROW OF TELEPHONE POLES.  A STANDARD DISK, STAMPED
 LJ0144'B 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0302 ***********************************************************************
 NN0302  DESIGNATION -  B 280
 NN0302  PID         -  NN0302
 NN0302  STATE/COUNTY-  NE/BOYD
 NN0302  USGS QUAD   -  BRISTOW (1951)
 NN0302
 NN0302                         *CURRENT SURVEY CONTROL
 NN0302  ___________________________________________________________________
 NN0302* NAD 83(1986)-  42 49 49.     (N)    098 30 22.     (W)     SCALED    
 NN0302* NAVD 88     -       432.549  (meters)    1419.12   (feet)  POSTED    
 NN0302  ___________________________________________________________________
 NN0302  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 NN0302  DYNAMIC HT  -         432.390 (meters)    1418.60  (feet)  COMP
 NN0302  MODELED GRAV-     980,242.6   (mgal)                       NAVD 88
 NN0302
 NN0302  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NN0302
 NN0302.The horizontal coordinates were scaled from a topographic map and have
 NN0302.an estimated accuracy of +/- 6 seconds.
 NN0302
 NN0302.The orthometric height was determined by differential leveling
 NN0302.and adjusted by the National Geodetic Survey in 1992..
 NN0302.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NN0302.rate of 3.1 thru 4.0 mm/km.
 NN0302
 NN0302.The geoid height was determined by GEOID03.
 NN0302
 NN0302.The dynamic height is computed by dividing the NAVD 88
 NN0302.geopotential number by the normal gravity value computed on the
 NN0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0302.degrees latitude (g = 980.6199 gals.).
 NN0302
 NN0302.The modeled gravity was interpolated from observed gravity values.
 NN0302
 NN0302;                    North         East    Units  Estimated Accuracy
 NN0302;SPC NE       -   333,820.      622,130.      MT  (+/- 180 meters Scaled)
 NN0302
 NN0302                          SUPERSEDED SURVEY CONTROL
 NN0302
 NN0302  NGVD 29 (??/??/92)  432.269  (m)         1418.20   (f) ADJ UNCH    2 0
 NN0302
 NN0302.Superseded values are not recommended for survey control.
 NN0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0302.See file dsdata.txt to determine how the superseded data were derived.
 NN0302
 NN0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN403420(NAD 83)
 NN0302_MARKER: DB = BENCH MARK DISK
 NN0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0302_STAMPING: B 280 1949
 NN0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0302+STABILITY: SURFACE MOTION
 NN0302
 NN0302  HISTORY     - Date     Condition        Report By
 NN0302  HISTORY     - 1949     MONUMENTED       CGS
 NN0302
 NN0302                          STATION DESCRIPTION
 NN0302
 NN0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0302'1.9 MI W FROM LYNCH.
 NN0302'1.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0302'FROM THE STATION AT LYNCH, BOYD COUNTY, 0.1 MILE WEST OF RAILROAD
 NN0302'BRIDGE F 209, AT A ROAD CROSSING, 130 FEET SOUTH OF THE SOUTH RAIL,
 NN0302'18 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 2 FEET NORTH
 NN0302'OF A POWER-TRANSMISSION LINE POLE, AND 1 FOOT SOUTH OF A WHITE
 NN0302'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 280 1949 AND
 NN0302'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 NN0302'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0335 ***********************************************************************
 ML0335  DESIGNATION -  B 281
 ML0335  PID         -  ML0335
 ML0335  STATE/COUNTY-  NE/HOWARD
 ML0335  USGS QUAD   -  BOELUS (1978)
 ML0335
 ML0335                         *CURRENT SURVEY CONTROL
 ML0335  ___________________________________________________________________
 ML0335* NAD 83(1986)-  41 03 40.     (N)    098 43 46.     (W)     SCALED    
 ML0335* NAVD 88     -       586.990  (meters)    1925.82   (feet)  ADJUSTED  
 ML0335  ___________________________________________________________________
 ML0335  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 ML0335  DYNAMIC HT  -         586.689 (meters)    1924.83  (feet)  COMP
 ML0335  MODELED GRAV-     980,091.7   (mgal)                       NAVD 88
 ML0335
 ML0335  VERT ORDER  -  FIRST     CLASS II
 ML0335
 ML0335.The horizontal coordinates were scaled from a topographic map and have
 ML0335.an estimated accuracy of +/- 6 seconds.
 ML0335
 ML0335.The orthometric height was determined by differential leveling
 ML0335.and adjusted by the National Geodetic Survey in June 1991..
 ML0335
 ML0335.The geoid height was determined by GEOID03.
 ML0335
 ML0335.The dynamic height is computed by dividing the NAVD 88
 ML0335.geopotential number by the normal gravity value computed on the
 ML0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0335.degrees latitude (g = 980.6199 gals.).
 ML0335
 ML0335.The modeled gravity was interpolated from observed gravity values.
 ML0335
 ML0335;                    North         East    Units  Estimated Accuracy
 ML0335;SPC NE       -   137,100.      606,760.      MT  (+/- 180 meters Scaled)
 ML0335
 ML0335                          SUPERSEDED SURVEY CONTROL
 ML0335
 ML0335  NGVD 29 (??/??/92)  586.754  (m)         1925.04   (f) ADJ UNCH    1 2
 ML0335
 ML0335.Superseded values are not recommended for survey control.
 ML0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0335.See file dsdata.txt to determine how the superseded data were derived.
 ML0335
 ML0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL227455(NAD 83)
 ML0335_MARKER: DB = BENCH MARK DISK
 ML0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0335_STAMPING: B 281 1949
 ML0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0335+STABILITY: SURFACE MOTION
 ML0335
 ML0335  HISTORY     - Date     Condition        Report By
 ML0335  HISTORY     - 1949     MONUMENTED       CGS
 ML0335
 ML0335                          STATION DESCRIPTION
 ML0335
 ML0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0335'1.6 MI SW FROM BOELUS.
 ML0335'0.85 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT BOELUS,
 ML0335'THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, IN THE NORTHEAST QUARTER
 ML0335'OF A ROAD CROSSING, AT THE SOUTHWEST CORNER OF SECTION 29, T. 13 N.,
 ML0335'R. 12 W., 64 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN
 ML0335'BRIDGE OVER A CANAL, 32 FEET NORTH OF THE CENTER LINE OF THE
 ML0335'EAST-WEST ROAD, 30 FEET EAST OF THE CENTER LINE OF THE ROAD
 ML0335'LEADING NORTH, 2.5 FEET EAST OF A TELEPHONE POLE, 1.6 FEET WEST OF
 ML0335'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0335'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1030 ***********************************************************************
 ML1030  DESIGNATION -  B 283 RESET
 ML1030  PID         -  ML1030
 ML1030  STATE/COUNTY-  NE/HOWARD
 ML1030  USGS QUAD   -  NYSTED (1974)
 ML1030
 ML1030                         *CURRENT SURVEY CONTROL
 ML1030  ___________________________________________________________________
 ML1030* NAD 83(1986)-  41 13 13.     (N)    098 36 20.     (W)     SCALED    
 ML1030* NAVD 88     -       609.69   (+/-2cm)    2000.3    (feet)  VERTCON   
 ML1030  ___________________________________________________________________
 ML1030  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 ML1030
 ML1030  VERT ORDER  -  THIRD (See Below)
 ML1030
 ML1030.The horizontal coordinates were scaled from a topographic map and have
 ML1030.an estimated accuracy of +/- 6 seconds.
 ML1030
 ML1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1030.The vertical order pertains to the NGVD 29 superseded value.
 ML1030
 ML1030.The geoid height was determined by GEOID03.
 ML1030
 ML1030;                    North         East    Units  Estimated Accuracy
 ML1030;SPC NE       -   154,930.      616,890.      MT  (+/- 180 meters Scaled)
 ML1030
 ML1030                          SUPERSEDED SURVEY CONTROL
 ML1030
 ML1030  NGVD 29 (08/02/06)  609.44   (m)         1999.5    (f) RESET       3  
 ML1030
 ML1030.Superseded values are not recommended for survey control.
 ML1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1030.See file dsdata.txt to determine how the superseded data were derived.
 ML1030
 ML1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL330632(NAD 83)
 ML1030_MARKER: DB = BENCH MARK DISK
 ML1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML1030_STAMPING: B 283 RESET 1979
 ML1030_PROJECTION: PROJECTING 13 CENTIMETERS
 ML1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1030+STABILITY: SURFACE MOTION
 ML1030
 ML1030  HISTORY     - Date     Condition        Report By
 ML1030  HISTORY     - 1979     MONUMENTED       NGS
 ML1030
 ML1030                          STATION DESCRIPTION
 ML1030
 ML1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ML1030'1.2 MI EAST FROM FARWELL.
 ML1030'0.15 MILE NORTH ALONG STATE ROAD 47A FROM THE CROSSING IN FARWELL,
 ML1030'THENCE RIGHT AND EAST ALONG STATE HIGHWAY 92 FOR 1.2 MILES TO THE
 ML1030'MARK ON THE RIGHT, 75 YARDS SOUTH OF THE HIGHWAY, ON A CUTBANK
 ML1030'ABOVE THE SOUTH SIDE OF THE TRACKS, 15.5 FEET NORTH OF A FENCE, 3.5
 ML1030'FEET EAST OF A POWER POLE, AND 3.0 FEET SOUTH OF THE EDGE OF THE
 ML1030'CUTBANK.
 ML1030'THE MARK IS 2.0 FT  W FROM A WITNESS POST.
 ML1030'THE MARK IS 15 FT ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0337 ***********************************************************************
 ML0337  DESIGNATION -  B 284
 ML0337  PID         -  ML0337
 ML0337  STATE/COUNTY-  NE/BUFFALO
 ML0337  USGS QUAD   -  BOELUS (1978)
 ML0337
 ML0337                         *CURRENT SURVEY CONTROL
 ML0337  ___________________________________________________________________
 ML0337* NAD 83(1986)-  41 02 27.     (N)    098 44 27.     (W)     SCALED    
 ML0337* NAVD 88     -       591.559  (meters)    1940.81   (feet)  ADJUSTED  
 ML0337  ___________________________________________________________________
 ML0337  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 ML0337  DYNAMIC HT  -         591.251 (meters)    1939.80  (feet)  COMP
 ML0337  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 ML0337
 ML0337  VERT ORDER  -  FIRST     CLASS II
 ML0337
 ML0337.The horizontal coordinates were scaled from a topographic map and have
 ML0337.an estimated accuracy of +/- 6 seconds.
 ML0337
 ML0337.The orthometric height was determined by differential leveling
 ML0337.and adjusted by the National Geodetic Survey in June 1991..
 ML0337
 ML0337.The geoid height was determined by GEOID03.
 ML0337
 ML0337.The dynamic height is computed by dividing the NAVD 88
 ML0337.geopotential number by the normal gravity value computed on the
 ML0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0337.degrees latitude (g = 980.6199 gals.).
 ML0337
 ML0337.The modeled gravity was interpolated from observed gravity values.
 ML0337
 ML0337;                    North         East    Units  Estimated Accuracy
 ML0337;SPC NE       -   134,840.      605,840.      MT  (+/- 180 meters Scaled)
 ML0337
 ML0337                          SUPERSEDED SURVEY CONTROL
 ML0337
 ML0337  NGVD 29 (??/??/92)  591.318  (m)         1940.02   (f) ADJ UNCH    1 2
 ML0337
 ML0337.Superseded values are not recommended for survey control.
 ML0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0337.See file dsdata.txt to determine how the superseded data were derived.
 ML0337
 ML0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL217433(NAD 83)
 ML0337_MARKER: DB = BENCH MARK DISK
 ML0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0337_STAMPING: B 284 1949
 ML0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0337+STABILITY: SURFACE MOTION
 ML0337
 ML0337  HISTORY     - Date     Condition        Report By
 ML0337  HISTORY     - 1949     MONUMENTED       CGS
 ML0337
 ML0337                          STATION DESCRIPTION
 ML0337
 ML0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0337'1.6 MI N FROM ST MICHAEL.
 ML0337'0.45 MILE EAST ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT ST.
 ML0337'MICHAEL, THENCE 1.1 MILES NORTH ALONG A COUNTY ROAD, 0.4 MILE
 ML0337'SOUTH OF THE NORTHEAST CORNER OF SECTION 2, T. 12 N., R. 13 W.,
 ML0337'0.6 MILE NORTH OF A STEEL BRIDGE OVER THE SOUTH LOUP RIVER, 0.2
 ML0337'MILE NORTH OF A FARMHOUSE ON THE WEST SIDE OF THE ROAD, AT THE
 ML0337'SUMMIT OF A RISE, 30 FEET WEST OF THE CENTER LINE OF THE ROAD,
 ML0337'28 FEET NORTH OF THE CENTER LINE OF A GATE, 4 FEET NORTHWEST OF A
 ML0337'POWER LINE POLE, 1.3 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A
 ML0337'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0337'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 ML0337'MARK IS LOCATED 0.6 WEST AND 0.4 MILE SOUTH OF BENCH MARK A 281.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0102 ***********************************************************************
 LH0102  DESIGNATION -  B 286
 LH0102  PID         -  LH0102
 LH0102  STATE/COUNTY-  NE/HALL
 LH0102  USGS QUAD   -  ALDA (1993)
 LH0102
 LH0102                         *CURRENT SURVEY CONTROL
 LH0102  ___________________________________________________________________
 LH0102* NAD 83(1986)-  40 46 16.     (N)    098 24 34.     (W)     SCALED    
 LH0102* NAVD 88     -       581.598  (meters)    1908.13   (feet)  ADJUSTED  
 LH0102  ___________________________________________________________________
 LH0102  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 LH0102  DYNAMIC HT  -         581.284 (meters)    1907.10  (feet)  COMP
 LH0102  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 LH0102
 LH0102  VERT ORDER  -  SECOND    CLASS 0
 LH0102
 LH0102.The horizontal coordinates were scaled from a topographic map and have
 LH0102.an estimated accuracy of +/- 6 seconds.
 LH0102
 LH0102.The orthometric height was determined by differential leveling
 LH0102.and adjusted by the National Geodetic Survey in June 1991..
 LH0102
 LH0102.The geoid height was determined by GEOID03.
 LH0102
 LH0102.The dynamic height is computed by dividing the NAVD 88
 LH0102.geopotential number by the normal gravity value computed on the
 LH0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0102.degrees latitude (g = 980.6199 gals.).
 LH0102
 LH0102.The modeled gravity was interpolated from observed gravity values.
 LH0102
 LH0102;                    North         East    Units  Estimated Accuracy
 LH0102;SPC NE       -   105,350.      634,240.      MT  (+/- 180 meters Scaled)
 LH0102
 LH0102                          SUPERSEDED SURVEY CONTROL
 LH0102
 LH0102  NGVD 29 (??/??/92)  581.357  (m)         1907.34   (f) ADJ UNCH    2 0
 LH0102
 LH0102.Superseded values are not recommended for survey control.
 LH0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0102.See file dsdata.txt to determine how the superseded data were derived.
 LH0102
 LH0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL498135(NAD 83)
 LH0102_MARKER: DB = BENCH MARK DISK
 LH0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0102_STAMPING: B 286 1949
 LH0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0102+STABILITY: SURFACE MOTION
 LH0102
 LH0102  HISTORY     - Date     Condition        Report By
 LH0102  HISTORY     - 1949     MONUMENTED       CGS
 LH0102
 LH0102                          STATION DESCRIPTION
 LH0102
 LH0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0102'2.2 MI W FROM DONIPHAN.
 LH0102'0.35 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE UNION PACIFIC
 LH0102'RAILROAD STATION AT DONIPHAN, THENCE 1.8 MILES WEST ALONG A
 LH0102'GRAVELED ROAD, AT THE FARM HOME OF AMELIA GRAHAM, 138 FEET NORTH
 LH0102'OF THE CENTER LINE OF AN EAST-WEST ROAD, 46.0 FEET NORTHEAST
 LH0102'OF THE NORTHEAST CORNER OF THE HOUSE, 7.3 FEET SOUTH OF A
 LH0102'WELL, 5.5 FEET NORTH OF A POWER TRANSMISSION LINE POLE BEARING
 LH0102'LIGHT METER AND A YARD LIGHT, AND SET IN THE TOP OF A 5.5-FOOT
 LH0102'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0484 ***********************************************************************
 LH0484  DESIGNATION -  B 287 RESET
 LH0484  PID         -  LH0484
 LH0484  STATE/COUNTY-  NE/BUFFALO
 LH0484  USGS QUAD   -  SHELTON (1974)
 LH0484
 LH0484                         *CURRENT SURVEY CONTROL
 LH0484  ___________________________________________________________________
 LH0484* NAD 83(1986)-  40 45 26.     (N)    098 44 24.     (W)     SCALED    
 LH0484* NAVD 88     -       616.60   (meters)    2023.0    (feet)  RESET     
 LH0484  ___________________________________________________________________
 LH0484  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 LH0484
 LH0484  VERT ORDER  -  THIRD
 LH0484
 LH0484.The horizontal coordinates were scaled from a topographic map and have
 LH0484.an estimated accuracy of +/- 6 seconds.
 LH0484
 LH0484.The orthometric height was computed from unverified reset data.
 LH0484
 LH0484.The geoid height was determined by GEOID03.
 LH0484
 LH0484;                    North         East    Units  Estimated Accuracy
 LH0484;SPC NE       -   103,350.      606,370.      MT  (+/- 180 meters Scaled)
 LH0484
 LH0484                          SUPERSEDED SURVEY CONTROL
 LH0484
 LH0484.No superseded survey control is available for this station.
 LH0484
 LH0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL219118(NAD 83)
 LH0484_MARKER: DB = BENCH MARK DISK
 LH0484_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LH0484+WITH SETTING: INTO GROUND
 LH0484_STAMPING: B 287 RESET 1973
 LH0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0484+STABILITY: SURFACE MOTION
 LH0484
 LH0484  HISTORY     - Date     Condition        Report By
 LH0484  HISTORY     - 1973     MONUMENTED       NGS
 LH0484
 LH0484                          STATION DESCRIPTION
 LH0484
 LH0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LH0484'1.6 MI SW FROM SHELTON.
 LH0484'TO REACH THE BENCH MARK FROM THE SHELTON HIGH SCHOOL, GO WEST AND
 LH0484'SOUTH ON HIGHWAY 10 D LINK FOR 1.25 MILE TO THE BRUCE MC LEOD
 LH0484'HOME ON THE LEFT AND THE BENCH MARK ON THE LEFT AS DESCRIBED.
 LH0484'THE BENCH MARK IS A STANDARD DISK STAMPED B 287 RESET 1973,
 LH0484'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10
 LH0484'INCH STEEL PLATED BOLTED TO THE BOTTOM, ENCASED IN A PLASTIC
 LH0484'PIPE AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 46
 LH0484'FEET NORTH OF THE CENTER OF A COUNTY ROAD, 15 FEET NORTHEAST OF
 LH0484'THE EAST END GATE POST AT ENTRANCE INTO THE MC LEOD YARD, 1 FOOT
 LH0484'EAST OF A METAL WITNESS POST AND ABOUT 100 FEET SOUTHEAST OF THE
 LH0484'SOUTHEAST CORNER OF THE MC LEOD HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0445 ***********************************************************************
 LH0445  DESIGNATION -  B 288
 LH0445  PID         -  LH0445
 LH0445  STATE/COUNTY-  NE/HALL
 LH0445  USGS QUAD   -  DENMAN (1993)
 LH0445
 LH0445                         *CURRENT SURVEY CONTROL
 LH0445  ___________________________________________________________________
 LH0445* NAD 83(1986)-  40 42 06.     (N)    098 42 50.     (W)     SCALED    
 LH0445* NAVD 88     -       613.701  (meters)    2013.45   (feet)  ADJUSTED  
 LH0445  ___________________________________________________________________
 LH0445  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 LH0445  DYNAMIC HT  -         613.360 (meters)    2012.33  (feet)  COMP
 LH0445  MODELED GRAV-     980,049.1   (mgal)                       NAVD 88
 LH0445
 LH0445  VERT ORDER  -  SECOND    CLASS 0
 LH0445
 LH0445.The horizontal coordinates were scaled from a topographic map and have
 LH0445.an estimated accuracy of +/- 6 seconds.
 LH0445
 LH0445.The orthometric height was determined by differential leveling
 LH0445.and adjusted by the National Geodetic Survey in June 1991..
 LH0445
 LH0445.The geoid height was determined by GEOID03.
 LH0445
 LH0445.The dynamic height is computed by dividing the NAVD 88
 LH0445.geopotential number by the normal gravity value computed on the
 LH0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0445.degrees latitude (g = 980.6199 gals.).
 LH0445
 LH0445.The modeled gravity was interpolated from observed gravity values.
 LH0445
 LH0445;                    North         East    Units  Estimated Accuracy
 LH0445;SPC NE       -    97,220.      608,660.      MT  (+/- 180 meters Scaled)
 LH0445
 LH0445                          SUPERSEDED SURVEY CONTROL
 LH0445
 LH0445  NGVD 29 (??/??/92)  613.448  (m)         2012.62   (f) ADJ UNCH    2 0
 LH0445
 LH0445.Superseded values are not recommended for survey control.
 LH0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0445.See file dsdata.txt to determine how the superseded data were derived.
 LH0445
 LH0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL241056(NAD 83)
 LH0445_MARKER: DB = BENCH MARK DISK
 LH0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0445_STAMPING: B 288 1949
 LH0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0445+STABILITY: SURFACE MOTION
 LH0445
 LH0445  HISTORY     - Date     Condition        Report By
 LH0445  HISTORY     - 1949     MONUMENTED       CGS
 LH0445
 LH0445                          STATION DESCRIPTION
 LH0445
 LH0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0445'0.6 MI E FROM DENMAN.
 LH0445'0.6 MILE EAST ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0445'AT DENMAN, AT THE FARM HOME OF C.G. WESTING, 184.0 FEET WEST
 LH0445'OF THE SOUTHWEST CORNER OF THE BARN, 151.0 FEET SOUTHWEST OF
 LH0445'AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF THE GARAGE,
 LH0445'59 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 26.0 FEET SOUTH
 LH0445'OF THE RIGHT-OF-WAY FENCE, 1.5 FEET NORTH OF A REFERENCE POST,
 LH0445'AND SET IN THE TOP OF A 6-FOOT CONCRETE POST PROJECTING 1.0
 LH0445'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0455 ***********************************************************************
 LH0455  DESIGNATION -  B 289
 LH0455  PID         -  LH0455
 LH0455  STATE/COUNTY-  NE/KEARNEY
 LH0455  USGS QUAD   -  GIBBON SOUTH (1993)
 LH0455
 LH0455                         *CURRENT SURVEY CONTROL
 LH0455  ___________________________________________________________________
 LH0455* NAD 83(1986)-  40 38 52.     (N)    098 50 50.     (W)     SCALED    
 LH0455* NAVD 88     -       629.193  (meters)    2064.28   (feet)  ADJUSTED  
 LH0455  ___________________________________________________________________
 LH0455  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 LH0455  DYNAMIC HT  -         628.836 (meters)    2063.11  (feet)  COMP
 LH0455  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 LH0455
 LH0455  VERT ORDER  -  SECOND    CLASS 0
 LH0455
 LH0455.The horizontal coordinates were scaled from a topographic map and have
 LH0455.an estimated accuracy of +/- 6 seconds.
 LH0455
 LH0455.The orthometric height was determined by differential leveling
 LH0455.and adjusted by the National Geodetic Survey in June 1991..
 LH0455
 LH0455.The geoid height was determined by GEOID03.
 LH0455
 LH0455.The dynamic height is computed by dividing the NAVD 88
 LH0455.geopotential number by the normal gravity value computed on the
 LH0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0455.degrees latitude (g = 980.6199 gals.).
 LH0455
 LH0455.The modeled gravity was interpolated from observed gravity values.
 LH0455
 LH0455;                    North         East    Units  Estimated Accuracy
 LH0455;SPC NE       -    91,080.      597,480.      MT  (+/- 180 meters Scaled)
 LH0455
 LH0455                          SUPERSEDED SURVEY CONTROL
 LH0455
 LH0455  NGVD 29 (??/??/92)  628.934  (m)         2063.43   (f) ADJ UNCH    2 0
 LH0455
 LH0455.Superseded values are not recommended for survey control.
 LH0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0455.See file dsdata.txt to determine how the superseded data were derived.
 LH0455
 LH0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK129996(NAD 83)
 LH0455_MARKER: DB = BENCH MARK DISK
 LH0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0455_STAMPING: B 289 1949
 LH0455_MARK LOGO: CGS   
 LH0455_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0455+STABILITY: SURFACE MOTION
 LH0455
 LH0455  HISTORY     - Date     Condition        Report By
 LH0455  HISTORY     - 1949     MONUMENTED       CGS
 LH0455  HISTORY     - 1973     GOOD             LOCENG
 LH0455  HISTORY     - 20040512 GOOD             NEDR
 LH0455
 LH0455                          STATION DESCRIPTION
 LH0455
 LH0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0455'6.9 MI S FROM GIBBON.
 LH0455'6.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0455'GIBBON, AT LOWELL, 122 FEET NORTH OF THE CENTER LINE OF AN
 LH0455'EAST-WEST ROAD, 56 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 LH0455'ROAD, 46.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE METHODIST
 LH0455'CHURCH, 11.0 FEET WEST OF A FENCE CORNER POST, 1.0 FOOT NORTH
 LH0455'OF A FENCE, 2.0 FEET EAST OF A REFERENCE POST, AND SET IN THE
 LH0455'TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LH0455'GROUND.
 LH0455
 LH0455                          STATION RECOVERY (1973)
 LH0455
 LH0455'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 LH0455'RECOVERED IN GOOD CONDITION.
 LH0455
 LH0455                          STATION RECOVERY (2004)
 LH0455
 LH0455'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004
 LH0455'MARK WAS FOUND IN GOOD CONDITION 1.3 FEET (0.4 M) SOUTH OF STEEL
 LH0455'WITNESS SIGN POST AND 0.3 FOOT (9.1 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0336 ***********************************************************************
 NO0336  DESIGNATION -  B 29
 NO0336  PID         -  NO0336
 NO0336  STATE/COUNTY-  NE/CHERRY
 NO0336  USGS QUAD   -  WILD MARE LAKE SW (1990)
 NO0336
 NO0336                         *CURRENT SURVEY CONTROL
 NO0336  ___________________________________________________________________
 NO0336* NAD 83(1986)-  42 32 01.     (N)    101 42 40.     (W)     SCALED    
 NO0336* NAVD 88     -      1087.407  (meters)    3567.60   (feet)  ADJUSTED  
 NO0336  ___________________________________________________________________
 NO0336  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 NO0336  DYNAMIC HT  -        1086.874 (meters)    3565.85  (feet)  COMP
 NO0336  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 NO0336
 NO0336  VERT ORDER  -  SECOND    CLASS 0
 NO0336
 NO0336.The horizontal coordinates were scaled from a topographic map and have
 NO0336.an estimated accuracy of +/- 6 seconds.
 NO0336
 NO0336.The orthometric height was determined by differential leveling
 NO0336.and adjusted by the National Geodetic Survey in June 1991..
 NO0336
 NO0336.The geoid height was determined by GEOID03.
 NO0336
 NO0336.The dynamic height is computed by dividing the NAVD 88
 NO0336.geopotential number by the normal gravity value computed on the
 NO0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0336.degrees latitude (g = 980.6199 gals.).
 NO0336
 NO0336.The modeled gravity was interpolated from observed gravity values.
 NO0336
 NO0336;                    North         East    Units  Estimated Accuracy
 NO0336;SPC NE       -   301,210.      359,460.      MT  (+/- 180 meters Scaled)
 NO0336
 NO0336                          SUPERSEDED SURVEY CONTROL
 NO0336
 NO0336  NGVD 29 (??/??/92) 1086.964  (m)         3566.15   (f) ADJ UNCH    2 0
 NO0336
 NO0336.Superseded values are not recommended for survey control.
 NO0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0336.See file dsdata.txt to determine how the superseded data were derived.
 NO0336
 NO0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN773125(NAD 83)
 NO0336_MARKER: DB = BENCH MARK DISK
 NO0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0336_STAMPING: B 29 1934
 NO0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0336+STABILITY: SURFACE MOTION
 NO0336
 NO0336  HISTORY     - Date     Condition        Report By
 NO0336  HISTORY     - 1934     MONUMENTED       CGS
 NO0336  HISTORY     - 1948     GOOD             NGS
 NO0336
 NO0336                          STATION DESCRIPTION
 NO0336
 NO0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0336'32.6 MI S FROM MERRIMAN.
 NO0336'32.6 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0336'COUNTY, 0.5 MILE NORTH OF A WINDMILL, ON A HIGH HILL, AND 20
 NO0336'YARDS WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 NO0336'STAMPED B 29 1934 AND SET IN THE TOP OF A CONCRETE POST.  27.6
 NO0336'MILES (AIR LINE) SOUTH OF MERRIMAN IN SOUTHWEST 1/4 SEC. 31, T.
 NO0336'30 N., R. 37 W., 0.6 MILES NORTHEAST OF WINDMILL, 0.6 MILES
 NO0336'SOUTH-SOUTHEAST OF ANOTHER WINDMILL, 0.2 MILES NORTH OF
 NO0336'EAST-AND-WEST TRAIL, ON A HIGH HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0386 ***********************************************************************
 ML0386  DESIGNATION -  B 290
 ML0386  PID         -  ML0386
 ML0386  STATE/COUNTY-  NE/SHERMAN
 ML0386  USGS QUAD   -  RAVENNA (1953)
 ML0386
 ML0386                         *CURRENT SURVEY CONTROL
 ML0386  ___________________________________________________________________
 ML0386* NAD 83(1986)-  41 05 52.     (N)    098 52 54.     (W)     SCALED    
 ML0386* NAVD 88     -       637.130  (meters)    2090.32   (feet)  ADJUSTED  
 ML0386  ___________________________________________________________________
 ML0386  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ML0386  DYNAMIC HT  -         636.796 (meters)    2089.22  (feet)  COMP
 ML0386  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 ML0386
 ML0386  VERT ORDER  -  SECOND    CLASS 0
 ML0386
 ML0386.The horizontal coordinates were scaled from a topographic map and have
 ML0386.an estimated accuracy of +/- 6 seconds.
 ML0386
 ML0386.The orthometric height was determined by differential leveling
 ML0386.and adjusted by the National Geodetic Survey in June 1991..
 ML0386
 ML0386.The geoid height was determined by GEOID03.
 ML0386
 ML0386.The dynamic height is computed by dividing the NAVD 88
 ML0386.geopotential number by the normal gravity value computed on the
 ML0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0386.degrees latitude (g = 980.6199 gals.).
 ML0386
 ML0386.The modeled gravity was interpolated from observed gravity values.
 ML0386
 ML0386;                    North         East    Units  Estimated Accuracy
 ML0386;SPC NE       -   140,990.      593,920.      MT  (+/- 180 meters Scaled)
 ML0386
 ML0386                          SUPERSEDED SURVEY CONTROL
 ML0386
 ML0386  NGVD 29 (??/??/92)  636.885  (m)         2089.51   (f) ADJ UNCH    2 0
 ML0386
 ML0386.Superseded values are not recommended for survey control.
 ML0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0386.See file dsdata.txt to determine how the superseded data were derived.
 ML0386
 ML0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL099496(NAD 83)
 ML0386_MARKER: DB = BENCH MARK DISK
 ML0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0386_STAMPING: B 290 1949
 ML0386_MARK LOGO: CGS   
 ML0386_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0386+STABILITY: SURFACE MOTION
 ML0386
 ML0386  HISTORY     - Date     Condition        Report By
 ML0386  HISTORY     - 1949     MONUMENTED       CGS
 ML0386  HISTORY     - 19950606 GOOD             NGS
 ML0386
 ML0386                          STATION DESCRIPTION
 ML0386
 ML0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0386'3.8 MI SW FROM ROCKVILLE.
 ML0386'3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 ML0386'AT ROCKVILLE, 0.25 MILE NORTH OF A FARMHOUSE, 33.5 FEET WEST
 ML0386'OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET SOUTH OF A T FENCE
 ML0386'CORNER, 2.0 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0386'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 ML0386
 ML0386                          STATION RECOVERY (1995)
 ML0386
 ML0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0386'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1200 ***********************************************************************
 ML1200  DESIGNATION -  B 291 RESET
 ML1200  PID         -  ML1200
 ML1200  STATE/COUNTY-  NE/BUFFALO
 ML1200  USGS QUAD   -  RAVENNA (1953)
 ML1200
 ML1200                         *CURRENT SURVEY CONTROL
 ML1200  ___________________________________________________________________
 ML1200* NAD 83(1986)-  41 02 21.     (N)    098 54 43.     (W)     SCALED    
 ML1200* NAVD 88     -       638.97   (meters)    2096.4    (feet)  RESET     
 ML1200  ___________________________________________________________________
 ML1200  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ML1200
 ML1200  VERT ORDER  -  THIRD
 ML1200
 ML1200.The horizontal coordinates were scaled from a topographic map and have
 ML1200.an estimated accuracy of +/- 6 seconds.
 ML1200
 ML1200.The orthometric height was computed from unverified reset data.
 ML1200.No vertical observational check was made to the station.
 ML1200
 ML1200.The geoid height was determined by GEOID03.
 ML1200
 ML1200;                    North         East    Units  Estimated Accuracy
 ML1200;SPC NE       -   134,460.      591,460.      MT  (+/- 180 meters Scaled)
 ML1200
 ML1200                          SUPERSEDED SURVEY CONTROL
 ML1200
 ML1200  NGVD 29 (08/02/06)  638.72   (m)         2095.5    (f) RESET       3  
 ML1200
 ML1200.Superseded values are not recommended for survey control.
 ML1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1200.See file dsdata.txt to determine how the superseded data were derived.
 ML1200
 ML1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL074431(NAD 83)
 ML1200_MARKER: DV = VERTICAL CONTROL DISK
 ML1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1200_SP_SET: CONCRETE POST
 ML1200_STAMPING: B 291 RESET 1992
 ML1200_MARK LOGO: NGS   
 ML1200_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1200+STABILITY: SURFACE MOTION
 ML1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1200+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1200
 ML1200  HISTORY     - Date     Condition        Report By
 ML1200  HISTORY     - 1992     MONUMENTED       NGS
 ML1200
 ML1200                          STATION DESCRIPTION
 ML1200
 ML1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ML1200'1.5 MI (2.4 KM) NORTH OF RAVENNA AND ON THE EAST RIGHT-OF-WAY OF
 ML1200'STATE HIGHWAY 68, JUST NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE
 ML1200'ON THE EAST SIDE OF THE HIGHWAY, AT HIGHWAY STATION 124+21.5 AND NEAR
 ML1200'THE WEST 1/4 CORNER, SEC4, T12N, R14W, FROM THE JUNCTION OF STATE
 ML1200'HIGHWAYS 2 AND 68, AT THE SOUTH EDGE OF RAVENNA, GO NORTH ON HIGHWAY
 ML1200'68 FOR 1.5 MI (2.4 KM) TO THE MARK ON THE RIGHT, IN TOP OF A 12-IN
 ML1200'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 ML1200'56.0 FT (17.1 M) EAST FROM THE CENTERLINE OF THE HIGHWAY, 46.0 FT
 ML1200'(14.0 M) SOUTH FROM THE CENTERLINE OF A DRIVEWAY, 57.7 FT (17.6 M)
 ML1200'NORTHWEST FROM THE NORTHWEST CORNER OF THE HOUSE AND 16.4 FT (5.0 M)
 ML1200'SOUTH-SOUTHWEST FROM A UTILITY POLE NUMBERED 409.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0416 ***********************************************************************
 LH0416  DESIGNATION -  B 292
 LH0416  PID         -  LH0416
 LH0416  STATE/COUNTY-  NE/BUFFALO
 LH0416  USGS QUAD   -  CAMERON (1962)
 LH0416
 LH0416                         *CURRENT SURVEY CONTROL
 LH0416  ___________________________________________________________________
 LH0416* NAD 83(1986)-  40 55 00.     (N)    098 44 25.     (W)     SCALED    
 LH0416* NAVD 88     -       646.195  (meters)    2120.06   (feet)  ADJUSTED  
 LH0416  ___________________________________________________________________
 LH0416  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 LH0416  DYNAMIC HT  -         645.843 (meters)    2118.90  (feet)  COMP
 LH0416  MODELED GRAV-     980,057.9   (mgal)                       NAVD 88
 LH0416
 LH0416  VERT ORDER  -  FIRST     CLASS II
 LH0416
 LH0416.The horizontal coordinates were scaled from a topographic map and have
 LH0416.an estimated accuracy of +/- 6 seconds.
 LH0416
 LH0416.The orthometric height was determined by differential leveling
 LH0416.and adjusted by the National Geodetic Survey in June 1991..
 LH0416
 LH0416.The geoid height was determined by GEOID03.
 LH0416
 LH0416.The dynamic height is computed by dividing the NAVD 88
 LH0416.geopotential number by the normal gravity value computed on the
 LH0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0416.degrees latitude (g = 980.6199 gals.).
 LH0416
 LH0416.The modeled gravity was interpolated from observed gravity values.
 LH0416
 LH0416;                    North         East    Units  Estimated Accuracy
 LH0416;SPC NE       -   121,050.      606,090.      MT  (+/- 180 meters Scaled)
 LH0416
 LH0416                          SUPERSEDED SURVEY CONTROL
 LH0416
 LH0416  NGVD 29 (??/??/92)  645.940  (m)         2119.22   (f) ADJ UNCH    1 2
 LH0416
 LH0416.Superseded values are not recommended for survey control.
 LH0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0416.See file dsdata.txt to determine how the superseded data were derived.
 LH0416
 LH0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218295(NAD 83)
 LH0416_MARKER: DB = BENCH MARK DISK
 LH0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0416_STAMPING: B 292 1949
 LH0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0416+STABILITY: SURFACE MOTION
 LH0416
 LH0416  HISTORY     - Date     Condition        Report By
 LH0416  HISTORY     - 1949     MONUMENTED       CGS
 LH0416
 LH0416                          STATION DESCRIPTION
 LH0416
 LH0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0416'8.6 MI S FROM ST MICHAEL.
 LH0416'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0416'ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2,
 LH0416'THENCE 6.2 MILES SOUTHERLY ALONG A COUNTY ROAD, AT THE NORTHWEST
 LH0416'CORNER OF SECTION 24, T. 11 N., R. 13 W., IN THE SOUTHEAST
 LH0416'QUARTER OF A PUBLIC ROAD CROSSING, IN A GROVE OF TREES, 81 FEET
 LH0416'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 28 FEET SOUTH
 LH0416'OF THE CENTER LINE OF THE EAST-WEST ROAD, 28 FEET EAST OF THE
 LH0416'CENTER LINE OF THE EAST END OF A PIPE CULVERT, 1 FOOT NORTH
 LH0416'OF A FENCE, 1.8 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 LH0416'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0416'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE
 LH0416'NORTH OF BENCH MARK A 292.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0637 ***********************************************************************
 LH0637  DESIGNATION -  B 293
 LH0637  PID         -  LH0637
 LH0637  STATE/COUNTY-  NE/BUFFALO
 LH0637  USGS QUAD   -  RIVERDALE (1962)
 LH0637
 LH0637                         *CURRENT SURVEY CONTROL
 LH0637  ___________________________________________________________________
 LH0637* NAD 83(1986)-  40 47 16.     (N)    099 10 22.     (W)     SCALED    
 LH0637* NAVD 88     -       668.259  (meters)    2192.45   (feet)  ADJUSTED  
 LH0637  ___________________________________________________________________
 LH0637  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 LH0637  DYNAMIC HT  -         667.882 (meters)    2191.21  (feet)  COMP
 LH0637  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 LH0637
 LH0637  VERT ORDER  -  SECOND    CLASS 0
 LH0637
 LH0637.The horizontal coordinates were scaled from a topographic map and have
 LH0637.an estimated accuracy of +/- 6 seconds.
 LH0637
 LH0637.The orthometric height was determined by differential leveling
 LH0637.and adjusted by the National Geodetic Survey in June 1991..
 LH0637
 LH0637.The geoid height was determined by GEOID03.
 LH0637
 LH0637.The dynamic height is computed by dividing the NAVD 88
 LH0637.geopotential number by the normal gravity value computed on the
 LH0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0637.degrees latitude (g = 980.6199 gals.).
 LH0637
 LH0637.The modeled gravity was interpolated from observed gravity values.
 LH0637
 LH0637;                    North         East    Units  Estimated Accuracy
 LH0637;SPC NE       -   106,300.      569,800.      MT  (+/- 180 meters Scaled)
 LH0637
 LH0637                          SUPERSEDED SURVEY CONTROL
 LH0637
 LH0637  NGVD 29 (??/??/92)  668.010  (m)         2191.63   (f) ADJ UNCH    2 0
 LH0637
 LH0637.Superseded values are not recommended for survey control.
 LH0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0637.See file dsdata.txt to determine how the superseded data were derived.
 LH0637
 LH0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML854152(NAD 83)
 LH0637_MARKER: DB = BENCH MARK DISK
 LH0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0637_STAMPING: B 293 1949
 LH0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0637+STABILITY: SURFACE MOTION
 LH0637
 LH0637  HISTORY     - Date     Condition        Report By
 LH0637  HISTORY     - 1949     MONUMENTED       CGS
 LH0637
 LH0637                          STATION DESCRIPTION
 LH0637
 LH0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0637'0.6 MI NW FROM RIVERDALE.
 LH0637'0.6 MILE NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0637'PACIFIC RAILROAD STATION AT RIVERDALE, BETWEEN THE HIGHWAY AND
 LH0637'THE TRACKS, 49 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LH0637'TRACK, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LH0637'6 FEET EAST OF A TELEPHONE POLE, 1.2 FEET NORTHEAST OF A FENCE,
 LH0637'ON TOP OF A CUT BANK, 1.5 FEET NORTHWEST OF A REFERENCE POST,
 LH0637'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0637'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0638 ***********************************************************************
 LH0638  DESIGNATION -  B 293 RESET
 LH0638  PID         -  LH0638
 LH0638  STATE/COUNTY-  NE/BUFFALO
 LH0638  USGS QUAD   -  RIVERDALE (1962)
 LH0638
 LH0638                         *CURRENT SURVEY CONTROL
 LH0638  ___________________________________________________________________
 LH0638* NAD 83(1986)-  40 47 16.     (N)    099 10 22.     (W)     SCALED    
 LH0638* NAVD 88     -       668.40   (meters)    2192.9    (feet)  RESET     
 LH0638  ___________________________________________________________________
 LH0638  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 LH0638
 LH0638  VERT ORDER  -  THIRD
 LH0638
 LH0638.The horizontal coordinates were scaled from a topographic map and have
 LH0638.an estimated accuracy of +/- 6 seconds.
 LH0638
 LH0638.The orthometric height was computed from unverified reset data.
 LH0638
 LH0638.The geoid height was determined by GEOID03.
 LH0638
 LH0638;                    North         East    Units  Estimated Accuracy
 LH0638;SPC NE       -   106,300.      569,800.      MT  (+/- 180 meters Scaled)
 LH0638
 LH0638                          SUPERSEDED SURVEY CONTROL
 LH0638
 LH0638  NGVD 29 (??/??/??)  668.15   (m)         2192.1    (f) RESET       3  
 LH0638
 LH0638.Superseded values are not recommended for survey control.
 LH0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0638.See file dsdata.txt to determine how the superseded data were derived.
 LH0638
 LH0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML854152(NAD 83)
 LH0638_MARKER: DB = BENCH MARK DISK
 LH0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0638_STAMPING: B 293 RESET 1958
 LH0638_MARK LOGO: CGS   
 LH0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0638+STABILITY: SURFACE MOTION
 LH0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0638+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 LH0638
 LH0638  HISTORY     - Date     Condition        Report By
 LH0638  HISTORY     - 1958     MONUMENTED       NEDR
 LH0638  HISTORY     - 1960     GOOD             NGS
 LH0638  HISTORY     - 1984     GOOD             LOCSUR
 LH0638  HISTORY     - 19930726 GOOD             NGS
 LH0638
 LH0638                          STATION DESCRIPTION
 LH0638
 LH0638'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 LH0638'0.6 MI NW FROM RIVERDALE.
 LH0638'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0638'RAILROAD STATION AT RIVERDALE, BETWEEN THE HIGHWAY AND THE
 LH0638'TRACKS, 47.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 LH0638'40 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET
 LH0638'SOUTHWEST OF A TELEPHONE POLE, 134 FEET NORTHWEST OF A TELEPHONE
 LH0638'POLE, 101 FEET NORTHEAST OF THE SOUTHWEST RAILROAD RIGHT-OF-WAY
 LH0638'FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, SET IN
 LH0638'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0638'0.2 FOOT ABOVE GROUND.
 LH0638
 LH0638                          STATION RECOVERY (1960)
 LH0638
 LH0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LH0638'RECOVERED IN GOOD CONDITION.
 LH0638
 LH0638                          STATION RECOVERY (1984)
 LH0638
 LH0638'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0638'RECOVERED IN GOOD CONDITION.
 LH0638
 LH0638                          STATION RECOVERY (1993)
 LH0638
 LH0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0638'MARK IS LOCATED 0.55 MI (0.89 KM) NORTHWEST ALONG STATE HIGHWAY 40,
 LH0638'FROM THE JUNCTION WITH ELM STREET AND 3RD AVENUE, IN RIVERDALE, IN THE
 LH0638'SW1/4 OF THE EAST HALF OF SEC31, A 2 MILE (3.2 KM) SECTION, T10N,
 LH0638'R16W.  IT IS 40 FT (12.2 M) SOUTHWEST FROM THE CENTERLINE OF THE
 LH0638'HIGHWAY, 2.0 FT (0.6 M) NORTHWEST FROM A CONCRETE, HIGHWAY
 LH0638'RIGHT-OF-WAY MARKER, 2.0 FT (0.6 M) SOUTHWEST FROM A WITNESS POST AND
 LH0638'SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS ABOPUT 0.2 FT
 LH0638'(6.1 CM) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0622 ***********************************************************************
 LH0622  DESIGNATION -  B 294
 LH0622  PID         -  LH0622
 LH0622  STATE/COUNTY-  NE/BUFFALO
 LH0622  USGS QUAD   -  MILLER NE (1962)
 LH0622
 LH0622                         *CURRENT SURVEY CONTROL
 LH0622  ___________________________________________________________________
 LH0622* NAD 83(1986)-  40 55 00.     (N)    099 15 17.     (W)     SCALED    
 LH0622* NAVD 88     -       709.469  (meters)    2327.65   (feet)  ADJUSTED  
 LH0622  ___________________________________________________________________
 LH0622  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 LH0622  DYNAMIC HT  -         709.071 (meters)    2326.34  (feet)  COMP
 LH0622  MODELED GRAV-     980,040.3   (mgal)                       NAVD 88
 LH0622
 LH0622  VERT ORDER  -  SECOND    CLASS 0
 LH0622
 LH0622.The horizontal coordinates were scaled from a topographic map and have
 LH0622.an estimated accuracy of +/- 6 seconds.
 LH0622
 LH0622.The orthometric height was determined by differential leveling
 LH0622.and adjusted by the National Geodetic Survey in June 1991..
 LH0622
 LH0622.The geoid height was determined by GEOID03.
 LH0622
 LH0622.The dynamic height is computed by dividing the NAVD 88
 LH0622.geopotential number by the normal gravity value computed on the
 LH0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0622.degrees latitude (g = 980.6199 gals.).
 LH0622
 LH0622.The modeled gravity was interpolated from observed gravity values.
 LH0622
 LH0622;                    North         East    Units  Estimated Accuracy
 LH0622;SPC NE       -   120,550.      562,760.      MT  (+/- 180 meters Scaled)
 LH0622
 LH0622                          SUPERSEDED SURVEY CONTROL
 LH0622
 LH0622  NGVD 29 (??/??/92)  709.215  (m)         2326.82   (f) ADJ UNCH    2 0
 LH0622
 LH0622.Superseded values are not recommended for survey control.
 LH0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0622.See file dsdata.txt to determine how the superseded data were derived.
 LH0622
 LH0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML785295(NAD 83)
 LH0622_MARKER: DB = BENCH MARK DISK
 LH0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0622_STAMPING: B 294 1949
 LH0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0622+STABILITY: SURFACE MOTION
 LH0622
 LH0622  HISTORY     - Date     Condition        Report By
 LH0622  HISTORY     - 1949     MONUMENTED       CGS
 LH0622
 LH0622                          STATION DESCRIPTION
 LH0622
 LH0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0622'5.9 MI N FROM AMHERST.
 LH0622'5.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0622'AMHERST, AT THE SOUTHEAST CORNER OF SECTION 16, T. 11 N.,
 LH0622'R. 17 W., IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING,
 LH0622'68 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 29 FEET
 LH0622'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 26 FEET NORTH
 LH0622'OF A CORNER FENCE POST, 1.1 FEET WEST OF A FENCE, 2.2 FEET
 LH0622'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0622'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 LH0622'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0548 ***********************************************************************
 LH0548  DESIGNATION -  B 295
 LH0548  PID         -  LH0548
 LH0548  STATE/COUNTY-  NE/BUFFALO
 LH0548  USGS QUAD   -  MILLER (1962)
 LH0548
 LH0548                         *CURRENT SURVEY CONTROL
 LH0548  ___________________________________________________________________
 LH0548* NAD 83(1986)-  40 56 35.     (N)    099 23 16.     (W)     SCALED    
 LH0548* NAVD 88     -       714.065  (meters)    2342.73   (feet)  ADJUSTED  
 LH0548  ___________________________________________________________________
 LH0548  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 LH0548  DYNAMIC HT  -         713.664 (meters)    2341.41  (feet)  COMP
 LH0548  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 LH0548
 LH0548  VERT ORDER  -  SECOND    CLASS 0
 LH0548
 LH0548.The horizontal coordinates were scaled from a topographic map and have
 LH0548.an estimated accuracy of +/- 6 seconds.
 LH0548
 LH0548.The orthometric height was determined by differential leveling
 LH0548.and adjusted by the National Geodetic Survey in June 1991..
 LH0548
 LH0548.The geoid height was determined by GEOID03.
 LH0548
 LH0548.The dynamic height is computed by dividing the NAVD 88
 LH0548.geopotential number by the normal gravity value computed on the
 LH0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0548.degrees latitude (g = 980.6199 gals.).
 LH0548
 LH0548.The modeled gravity was interpolated from observed gravity values.
 LH0548
 LH0548;                    North         East    Units  Estimated Accuracy
 LH0548;SPC NE       -   123,390.      551,540.      MT  (+/- 180 meters Scaled)
 LH0548
 LH0548                          SUPERSEDED SURVEY CONTROL
 LH0548
 LH0548  NGVD 29 (??/??/92)  713.808  (m)         2341.89   (f) ADJ UNCH    2 0
 LH0548
 LH0548.Superseded values are not recommended for survey control.
 LH0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0548.See file dsdata.txt to determine how the superseded data were derived.
 LH0548
 LH0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML673325(NAD 83)
 LH0548_MARKER: DB = BENCH MARK DISK
 LH0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0548_STAMPING: B 295 1949
 LH0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0548+STABILITY: SURFACE MOTION
 LH0548
 LH0548  HISTORY     - Date     Condition        Report By
 LH0548  HISTORY     - 1949     MONUMENTED       CGS
 LH0548
 LH0548                          STATION DESCRIPTION
 LH0548
 LH0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0548'1 MI N FROM MILLER.
 LH0548'1.0 MILE NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE JUNCTION
 LH0548'OF U.S. HIGHWAY NO. 183 WITH STATE HIGHWAY NO. 40 AT MILLER
 LH0548'AT THE SUMMIT OF A HILL, NEAR THE NORTHWEST CORNER OF A CEMETERY,
 LH0548'59 FEET NORTH OF THE CENTER LINE OF THE MOST SOUTHERLY GATE,
 LH0548'33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 LH0548'SOUTH OF THE CENTER LINE OF THE MOST NORTHERLY GATE, 1.4 FEET
 LH0548'WEST OF A FENCE, 1.4 FEET NORTH OF A REFERENCE POST, SET IN
 LH0548'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0548'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0549 ***********************************************************************
 LH0549  DESIGNATION -  B 295 RESET
 LH0549  PID         -  LH0549
 LH0549  STATE/COUNTY-  NE/BUFFALO
 LH0549  USGS QUAD   -  MILLER (1962)
 LH0549
 LH0549                         *CURRENT SURVEY CONTROL
 LH0549  ___________________________________________________________________
 LH0549* NAD 83(1986)-  40 56 35.     (N)    099 23 12.     (W)     SCALED    
 LH0549* NAVD 88     -       712.04   (meters)    2336.1    (feet)  RESET     
 LH0549  ___________________________________________________________________
 LH0549  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 LH0549
 LH0549  VERT ORDER  -  THIRD
 LH0549
 LH0549.The horizontal coordinates were scaled from a topographic map and have
 LH0549.an estimated accuracy of +/- 6 seconds.
 LH0549
 LH0549.The orthometric height was computed from unverified reset data.
 LH0549
 LH0549.The geoid height was determined by GEOID03.
 LH0549
 LH0549;                    North         East    Units  Estimated Accuracy
 LH0549;SPC NE       -   123,390.      551,630.      MT  (+/- 180 meters Scaled)
 LH0549
 LH0549                          SUPERSEDED SURVEY CONTROL
 LH0549
 LH0549  NGVD 29 (??/??/??)  711.79   (m)         2335.3    (f) RESET       3  
 LH0549
 LH0549.Superseded values are not recommended for survey control.
 LH0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0549.See file dsdata.txt to determine how the superseded data were derived.
 LH0549
 LH0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML674325(NAD 83)
 LH0549_MARKER: DB = BENCH MARK DISK
 LH0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0549_STAMPING: B 295 RESET 1967
 LH0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0549+STABILITY: SURFACE MOTION
 LH0549
 LH0549  HISTORY     - Date     Condition        Report By
 LH0549  HISTORY     - 1967     MONUMENTED       LOCSUR
 LH0549  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0549
 LH0549                          STATION DESCRIPTION
 LH0549
 LH0549'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967
 LH0549'1 MI N FROM MILLER.
 LH0549'1 MILE NORTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF STATE
 LH0549'HIGHWAY 40 AT MILLER, AT THE SUMMIT OF A HILL, 83 FEET NORTH
 LH0549'OF THE CENTERLINE OF THE NORTH GATE A CEMETERY, 59 FEET EAST
 LH0549'OF THE CENTERLINE OF THE HIGHWAY, 1.4 FEET WEST OF A
 LH0549'FENCE, 0.5 FOOT SOUTH OF A STEEL WITNESS POST, AND SET IN
 LH0549'THE TOP OF A CONCRETE POST.
 LH0549
 LH0549                          STATION RECOVERY (1983)
 LH0549
 LH0549'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0930 ***********************************************************************
 MJ0930  DESIGNATION -  B 296
 MJ0930  PID         -  MJ0930
 MJ0930  STATE/COUNTY-  NE/CASS
 MJ0930  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0930
 MJ0930                         *CURRENT SURVEY CONTROL
 MJ0930  ___________________________________________________________________
 MJ0930* NAD 83(1986)-  41 00 07.     (N)    095 54 41.     (W)     SCALED    
 MJ0930* NAVD 88     -       350.339  (meters)    1149.40   (feet)  ADJUSTED  
 MJ0930  ___________________________________________________________________
 MJ0930  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 MJ0930  DYNAMIC HT  -         350.191 (meters)    1148.92  (feet)  COMP
 MJ0930  MODELED GRAV-     980,191.9   (mgal)                       NAVD 88
 MJ0930
 MJ0930  VERT ORDER  -  SECOND    CLASS 0
 MJ0930
 MJ0930.The horizontal coordinates were scaled from a topographic map and have
 MJ0930.an estimated accuracy of +/- 6 seconds.
 MJ0930
 MJ0930.The orthometric height was determined by differential leveling
 MJ0930.and adjusted by the National Geodetic Survey in June 1991..
 MJ0930
 MJ0930.The geoid height was determined by GEOID03.
 MJ0930
 MJ0930.The dynamic height is computed by dividing the NAVD 88
 MJ0930.geopotential number by the normal gravity value computed on the
 MJ0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0930.degrees latitude (g = 980.6199 gals.).
 MJ0930
 MJ0930.The modeled gravity was interpolated from observed gravity values.
 MJ0930
 MJ0930;                    North         East    Units  Estimated Accuracy
 MJ0930;SPC NE       -   137,880.      843,750.      MT  (+/- 180 meters Scaled)
 MJ0930
 MJ0930                          SUPERSEDED SURVEY CONTROL
 MJ0930
 MJ0930  NGVD 29 (??/??/92)  350.240  (m)         1149.08   (f) ADJ UNCH    2 0
 MJ0930
 MJ0930.Superseded values are not recommended for survey control.
 MJ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0930.See file dsdata.txt to determine how the superseded data were derived.
 MJ0930
 MJ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF551430(NAD 83)
 MJ0930_MARKER: DB = BENCH MARK DISK
 MJ0930_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MJ0930_SP_SET: OVERPASS WINGWALL
 MJ0930_STAMPING: B 296 1949
 MJ0930_MARK LOGO: CGS   
 MJ0930_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0930
 MJ0930  HISTORY     - Date     Condition        Report By
 MJ0930  HISTORY     - 1949     MONUMENTED       CGS
 MJ0930  HISTORY     - 1957     GOOD             NGS
 MJ0930  HISTORY     - 1975     GOOD             LOCSUR
 MJ0930  HISTORY     - 19980526 GOOD             NEDR
 MJ0930
 MJ0930                          STATION DESCRIPTION
 MJ0930
 MJ0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0930'1.8 MI SW FROM PLATTSMOUTH.
 MJ0930'0.1 MILE WEST ALONG MAIN STREET FROM THE COURTHOUSE AT PLATTSMOUTH,
 MJ0930'THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAYS 75, 73, AND 34, THENCE
 MJ0930'0.85 MILE WEST ALONG THE PLATTSMOUTH-LOUISVILLE ROAD, SET IN
 MJ0930'THE TOP OF THE SOUTHWEST WINGWALL OF A 120 FOOT OVERPASS OVER THE
 MJ0930'MISSOURI PACIFIC RAILROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE
 MJ0930'ROAD, 0.6 FOOT ABOVE THE ROAD.
 MJ0930
 MJ0930                          STATION RECOVERY (1957)
 MJ0930
 MJ0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MJ0930'RECOVERED IN GOOD CONDITION.
 MJ0930
 MJ0930                          STATION RECOVERY (1975)
 MJ0930
 MJ0930'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 MJ0930'RECOVERED IN GOOD CONDITION.
 MJ0930
 MJ0930                          STATION RECOVERY (1998)
 MJ0930
 MJ0930'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 MJ0930'THE MARK WAS RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED
 MJ0930'BECAUSE THE BRIDGE IS BEING REPLACED WITH A NEW STRUCTURE.  SEE THE
 MJ0930'DESCRIPTION TO B 296 RESET IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1434 ***********************************************************************
 AI1434  DESIGNATION -  B 296 RESET
 AI1434  PID         -  AI1434
 AI1434  STATE/COUNTY-  NE/CASS
 AI1434  USGS QUAD   -  PLATTSMOUTH (1994)
 AI1434
 AI1434                         *CURRENT SURVEY CONTROL
 AI1434  ___________________________________________________________________
 AI1434* NAD 83(1986)-  41 00 08.     (N)    095 54 41.     (W)     SCALED    
 AI1434* NAVD 88     -       357.77   (meters)    1173.8    (feet)  RESET     
 AI1434  ___________________________________________________________________
 AI1434  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AI1434
 AI1434  VERT ORDER  -  THIRD
 AI1434
 AI1434.The horizontal coordinates were scaled from a topographic map and have
 AI1434.an estimated accuracy of +/- 6 seconds.
 AI1434
 AI1434.The orthometric height was computed from unverified reset data.
 AI1434.No vertical observational check was made to the station.
 AI1434
 AI1434.The geoid height was determined by GEOID03.
 AI1434
 AI1434;                    North         East    Units  Estimated Accuracy
 AI1434;SPC NE       -   137,910.      843,750.      MT  (+/- 180 meters Scaled)
 AI1434
 AI1434                          SUPERSEDED SURVEY CONTROL
 AI1434
 AI1434.No superseded survey control is available for this station.
 AI1434
 AI1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF551430(NAD 83)
 AI1434_MARKER: DM = MAGNETIC STATION DISK
 AI1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1434_STAMPING: B 296 RESET 1998
 AI1434_MARK LOGO: NGS   
 AI1434_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1434+STABILITY: SURFACE MOTION
 AI1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1434+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1434
 AI1434  HISTORY     - Date     Condition        Report By
 AI1434  HISTORY     - 1998     MONUMENTED       NEDR
 AI1434
 AI1434                          STATION DESCRIPTION
 AI1434
 AI1434'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 AI1434'THE MARK IS LOCATED 0.25 MI (0.40 KM) WEST ALONG STATE HIGHWAY 66 FROM
 AI1434'ITS JUNCTION WITH U.S.  HIGHWAYS 34 AND 75, AT PLATTSMOUTH, ON THE
 AI1434'NORTH RIGHT-OF-WAY OF HIGHWAY 66 AND IN THE SE1/4, SEC14, T12N, R13E.
 AI1434'IT IS 23.60 M (77.43 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 AI1434'12.83 M (42.09 FT) SOUTHEAST FROM THE CENTER OF A WATER VALVE COVER,
 AI1434'12.7 M (41.7 FT) EAST FROM THE CENTERLINE OF A FARM DRIVE LEADING TO
 AI1434'THE NORTH, 4.945 M (16.224 FT) EAST-SOUTHEAST FROM THE CENTER OF THE
 AI1434'TOP OF A FIRE HYDRANT, 3.25 M (10.66 FT) WEST-SOUTHWEST FROM A NAIL IN
 AI1434'A UTILITY POLE AND 0.81 M (2.66 FT) SOUTH FROM A WITNESS POST.  THE
 AI1434'MONUMENT CONTAINS A MAGNET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1111 ***********************************************************************
 LF1111  DESIGNATION -  B 297
 LF1111  PID         -  LF1111
 LF1111  STATE/COUNTY-  NE/CASS
 LF1111  USGS QUAD   -  MURRAY (1984)
 LF1111
 LF1111                         *CURRENT SURVEY CONTROL
 LF1111  ___________________________________________________________________
 LF1111* NAD 83(1986)-  40 54 55.     (N)    095 57 50.     (W)     SCALED    
 LF1111* NAVD 88     -       373.521  (meters)    1225.46   (feet)  ADJUSTED  
 LF1111  ___________________________________________________________________
 LF1111  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 LF1111  DYNAMIC HT  -         373.363 (meters)    1224.94  (feet)  COMP
 LF1111  MODELED GRAV-     980,188.1   (mgal)                       NAVD 88
 LF1111
 LF1111  VERT ORDER  -  SECOND    CLASS 0
 LF1111
 LF1111.The horizontal coordinates were scaled from a topographic map and have
 LF1111.an estimated accuracy of +/- 6 seconds.
 LF1111
 LF1111.The orthometric height was determined by differential leveling
 LF1111.and adjusted by the National Geodetic Survey in June 1991..
 LF1111
 LF1111.The geoid height was determined by GEOID03.
 LF1111
 LF1111.The dynamic height is computed by dividing the NAVD 88
 LF1111.geopotential number by the normal gravity value computed on the
 LF1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1111.degrees latitude (g = 980.6199 gals.).
 LF1111
 LF1111.The modeled gravity was interpolated from observed gravity values.
 LF1111
 LF1111;                    North         East    Units  Estimated Accuracy
 LF1111;SPC NE       -   128,060.      839,790.      MT  (+/- 180 meters Scaled)
 LF1111
 LF1111                          SUPERSEDED SURVEY CONTROL
 LF1111
 LF1111  NGVD 29 (??/??/92)  373.420  (m)         1225.13   (f) ADJ UNCH    2 0
 LF1111
 LF1111.Superseded values are not recommended for survey control.
 LF1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1111.See file dsdata.txt to determine how the superseded data were derived.
 LF1111
 LF1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF503335(NAD 83)
 LF1111_MARKER: DB = BENCH MARK DISK
 LF1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1111_STAMPING: B 297 1949
 LF1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1111+STABILITY: SURFACE MOTION
 LF1111
 LF1111  HISTORY     - Date     Condition        Report By
 LF1111  HISTORY     - 1949     MONUMENTED       CGS
 LF1111
 LF1111                          STATION DESCRIPTION
 LF1111
 LF1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LF1111'2 MI W FROM MURRAY.
 LF1111'2.05 MILES WEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI PACIFIC
 LF1111'RAILROAD STATION AT MURRAY, ON THE EAST SLOPE OF A HILL, AT THE
 LF1111'FRANK MRASEK FARM HOME, 90 FEET NORTH OF THE CENTER LINE OF THE
 LF1111'HIGHWAY, 63 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 LF1111'14 FEET EAST OF THE CENTER LINE OF A DRIVEWAY WHICH LEADS NORTH,
 LF1111'1.7 FEET WEST OF A YARD FENCE, 1.4 FEET SOUTH OF A WITNESS POST,
 LF1111'SET IN THE TOP OF A 5 FOOT CONCRETE POST WHICH PROJECTS 0.5 FOOT
 LF1111'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1010 ***********************************************************************
 MK1010  DESIGNATION -  B 298
 MK1010  PID         -  MK1010
 MK1010  STATE/COUNTY-  NE/SAUNDERS
 MK1010  USGS QUAD   -  WAHOO EAST (1983)
 MK1010
 MK1010                         *CURRENT SURVEY CONTROL
 MK1010  ___________________________________________________________________
 MK1010* NAD 83(1986)-  41 13 13.     (N)    096 33 49.     (W)     SCALED    
 MK1010* NAVD 88     -       366.993  (meters)    1204.04   (feet)  ADJUSTED  
 MK1010  ___________________________________________________________________
 MK1010  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 MK1010  DYNAMIC HT  -         366.820 (meters)    1203.48  (feet)  COMP
 MK1010  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 MK1010
 MK1010  VERT ORDER  -  SECOND    CLASS 0
 MK1010
 MK1010.The horizontal coordinates were scaled from a topographic map and have
 MK1010.an estimated accuracy of +/- 6 seconds.
 MK1010
 MK1010.The orthometric height was determined by differential leveling
 MK1010.and adjusted by the National Geodetic Survey in June 1991..
 MK1010
 MK1010.The geoid height was determined by GEOID03.
 MK1010
 MK1010.The dynamic height is computed by dividing the NAVD 88
 MK1010.geopotential number by the normal gravity value computed on the
 MK1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1010.degrees latitude (g = 980.6199 gals.).
 MK1010
 MK1010.The modeled gravity was interpolated from observed gravity values.
 MK1010
 MK1010;                    North         East    Units  Estimated Accuracy
 MK1010;SPC NE       -   159,710.      787,990.      MT  (+/- 180 meters Scaled)
 MK1010
 MK1010                          SUPERSEDED SURVEY CONTROL
 MK1010
 MK1010  NGVD 29 (??/??/92)  366.852  (m)         1203.58   (f) ADJ UNCH    2 0
 MK1010
 MK1010.Superseded values are not recommended for survey control.
 MK1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1010.See file dsdata.txt to determine how the superseded data were derived.
 MK1010
 MK1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL042660(NAD 83)
 MK1010_MARKER: DB = BENCH MARK DISK
 MK1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1010_STAMPING: B 298 1950
 MK1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1010+STABILITY: SURFACE MOTION
 MK1010
 MK1010  HISTORY     - Date     Condition        Report By
 MK1010  HISTORY     - 1950     MONUMENTED       CGS
 MK1010  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MK1010
 MK1010                          STATION DESCRIPTION
 MK1010
 MK1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1010'3.8 MI E FROM WAHOO.
 MK1010'1.0 MILE NORTHEAST ALONG U.S. HIGHWAYS 77 AND 30 A FROM THE COURTHOUSE
 MK1010'AT WAHOO, THENCE 2.85 MILES EAST ALONG A GRAVELED ROAD, AT A ROAD
 MK1010'INTERSECTION, 0.2 MILE NORTHEAST OF A FARMHOUSE, IN LINE WITH A
 MK1010'NORTH AND SOUTH ROW OF TELEPHONE POLES, 55 FEET NORTH OF THE CENTER
 MK1010'LINE OF THE EAST AND WEST ROAD, 28 FEET WEST OF THE CENTER LINE OF
 MK1010'THE NORTH AND SOUTH ROAD, 11 FEET SOUTH OF THE FIRST TELEPHONE
 MK1010'POLE NORTH OF THE ROAD INTERSECTION, 1.5 FEET SOUTHWEST OF A
 MK1010'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 MK1010'FOOT ABOVE THE GROUND.  THIS MARK IS 1.25 MILES WEST OF BENCH
 MK1010'MARK R 298.
 MK1010
 MK1010                          STATION RECOVERY (1984)
 MK1010
 MK1010'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0709 ***********************************************************************
 MK0709  DESIGNATION -  B 299
 MK0709  PID         -  MK0709
 MK0709  STATE/COUNTY-  NE/SAUNDERS
 MK0709  USGS QUAD   -  WANN (1981)
 MK0709
 MK0709                         *CURRENT SURVEY CONTROL
 MK0709  ___________________________________________________________________
 MK0709* NAD 83(1995)-  41 08 46.29696(N)    096 22 04.52585(W)     ADJUSTED  
 MK0709* NAVD 88     -       329.627  (meters)    1081.45   (feet)  ADJUSTED  
 MK0709  ___________________________________________________________________
 MK0709  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 MK0709  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 MK0709  DYNAMIC HT  -         329.488 (meters)    1081.00  (feet)  COMP
 MK0709  MODELED GRAV-     980,191.9   (mgal)                       NAVD 88
 MK0709
 MK0709  HORZ ORDER  -  SECOND
 MK0709  VERT ORDER  -  SECOND    CLASS 0
 MK0709
 MK0709.The horizontal coordinates were established by classical geodetic methods
 MK0709.and adjusted by the National Geodetic Survey in August 1997..
 MK0709
 MK0709.The orthometric height was determined by differential leveling
 MK0709.and adjusted by the National Geodetic Survey in June 1991..
 MK0709
 MK0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK0709
 MK0709.The geoid height was determined by GEOID03.
 MK0709
 MK0709.The dynamic height is computed by dividing the NAVD 88
 MK0709.geopotential number by the normal gravity value computed on the
 MK0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0709.degrees latitude (g = 980.6199 gals.).
 MK0709
 MK0709.The modeled gravity was interpolated from observed gravity values.
 MK0709
 MK0709;                    North         East     Units Scale Factor Converg.
 MK0709;SPC NE       -   152,162.950   804,721.421   MT  0.99967818   +2 24 25.1
 MK0709;UTM  14      - 4,558,325.676   720,882.366   MT  1.00020050   +1 43 57.2
 MK0709
 MK0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0709!SPC NE       -   0.99995248  x   0.99967818  =   0.99963068
 MK0709!UTM  14      -   0.99995248  x   1.00020050  =   1.00015297
 MK0709
 MK0709                          SUPERSEDED SURVEY CONTROL
 MK0709
 MK0709  NAD 83(1986)-  41 08 46.30802(N)    096 22 04.52841(W) AD(       ) 2
 MK0709  NAD 27      -  41 08 46.31076(N)    096 22 03.43432(W) AD(       ) 2
 MK0709  NGVD 29 (??/??/92)  329.513  (m)         1081.08   (f) ADJ UNCH    2 0
 MK0709
 MK0709.Superseded values are not recommended for survey control.
 MK0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0709.See file dsdata.txt to determine how the superseded data were derived.
 MK0709
 MK0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2088258326(NAD 83)
 MK0709_MARKER: DB = BENCH MARK DISK
 MK0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0709_STAMPING: B 299 1950
 MK0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0709+STABILITY: SURFACE MOTION
 MK0709
 MK0709  HISTORY     - Date     Condition        Report By
 MK0709  HISTORY     - 1950     MONUMENTED       CGS
 MK0709  HISTORY     - 1967     GOOD             CGS
 MK0709  HISTORY     - 20060615 MARK NOT FOUND   INDIV
 MK0709
 MK0709                          STATION DESCRIPTION
 MK0709
 MK0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0709'0.6 MI W FROM WANN.
 MK0709'0.6 MILE WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0709'AND QUINCY RAILROAD STATION AT WANN, AT A T ROAD JUNCTION, 191
 MK0709'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 94 FEET
 MK0709'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ALBIN ANDERSON
 MK0709'FARMHOUSE, 52 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 MK0709'SOUTH, 1.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A BARN, 25.4
 MK0709'FEET NORTH OF THE SOUTHWEST CORNER OF THE BARN, SET IN THE
 MK0709'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0709
 MK0709                          STATION RECOVERY (1967)
 MK0709
 MK0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MK0709'USC AND GS DESCRIPTION AS FOLLOWS--WANN, 0.6 MI W. ALONG GRAVEL
 MK0709'RD. FROM THE CHICAGO, BURLINGTON AND QUINCY RR. STATION AT.
 MK0709'AT A T-RD. JCT., 191 FT S. OF THE CENTER OF E.-W. RD..  94 FT
 MK0709'SW. OF THE SW. CORNER OF THE ALBIN ANDERSON FARMHOUSE, 52 FT E.
 MK0709'OF CENTER OF RD. LEADING S..  1.6 FT SW. OF THE NW. CORNER OF
 MK0709'BARN, 25.4 FT N. OF THE SW. CORNER OF BARN.  SET IN TOP OF
 MK0709'CONCRETE POST WHICH IS FLUSH WITH GROUND.  USC AND GS STANDARD
 MK0709'DISK STAMPED B 299 1950.
 MK0709
 MK0709                          STATION RECOVERY (2006)
 MK0709
 MK0709'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TDD)
 MK0709'MARK IS BELIEVED TO BE DESTROYED.  CURRENT OCCUPANT OF THE FARM HOUSE
 MK0709'IS THE GRANDSON OF MR. ANDERSON. HE HAS STATED THAT THE MARK WAS
 MK0709'REMOVED ACCIDENTALLY WHEN THE REMAINS OF THE BLOWN DOWN BARN WERE
 MK0709'EXCAVATED MANY YEARS AGO.  MEASUREMENTS WERE MADE FROM THE HOUSE AND
 MK0709'ROAD AND BY HANDHELD GPS AND METAL DETECTOR WHICH COULD TURN UP NO
 MK0709'EVIDENCE OF THE MARK. SEE MARK ET NORMAN FOR A NEARBY HZ REFERENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0784 ***********************************************************************
 MK0784  DESIGNATION -  B 300
 MK0784  PID         -  MK0784
 MK0784  STATE/COUNTY-  NE/DOUGLAS
 MK0784  USGS QUAD   -  WANN (1981)
 MK0784
 MK0784                         *CURRENT SURVEY CONTROL
 MK0784  ___________________________________________________________________
 MK0784* NAD 83(1986)-  41 14 00.     (N)    096 20 13.     (W)     SCALED    
 MK0784* NAVD 88     -       340.421  (meters)    1116.86   (feet)  ADJUSTED  
 MK0784  ___________________________________________________________________
 MK0784  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 MK0784  DYNAMIC HT  -         340.269 (meters)    1116.37  (feet)  COMP
 MK0784  MODELED GRAV-     980,167.1   (mgal)                       NAVD 88
 MK0784
 MK0784  VERT ORDER  -  SECOND    CLASS 0
 MK0784
 MK0784.The horizontal coordinates were scaled from a topographic map and have
 MK0784.an estimated accuracy of +/- 6 seconds.
 MK0784
 MK0784.The orthometric height was determined by differential leveling
 MK0784.and adjusted by the National Geodetic Survey in June 1991..
 MK0784
 MK0784.The geoid height was determined by GEOID03.
 MK0784
 MK0784.The dynamic height is computed by dividing the NAVD 88
 MK0784.geopotential number by the normal gravity value computed on the
 MK0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0784.degrees latitude (g = 980.6199 gals.).
 MK0784
 MK0784.The modeled gravity was interpolated from observed gravity values.
 MK0784
 MK0784;                    North         East    Units  Estimated Accuracy
 MK0784;SPC NE       -   161,940.      806,910.      MT  (+/- 180 meters Scaled)
 MK0784
 MK0784                          SUPERSEDED SURVEY CONTROL
 MK0784
 MK0784  NGVD 29 (??/??/92)  340.293  (m)         1116.44   (f) ADJ UNCH    2 0
 MK0784
 MK0784.Superseded values are not recommended for survey control.
 MK0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0784.See file dsdata.txt to determine how the superseded data were derived.
 MK0784
 MK0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL231680(NAD 83)
 MK0784_MARKER: DB = BENCH MARK DISK
 MK0784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0784_SP_SET: BRIDGE
 MK0784_STAMPING: B 300 1950
 MK0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0784
 MK0784  HISTORY     - Date     Condition        Report By
 MK0784  HISTORY     - 1950     MONUMENTED       CGS
 MK0784
 MK0784                          STATION DESCRIPTION
 MK0784
 MK0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0784'3.6 MI E FROM YUTAN.
 MK0784'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0784'YUTAN, THENCE 3.1 MILES EAST ALONG U.S. HIGHWAY 30 A AND STATE
 MK0784'HIGHWAY 92, 23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MK0784'LEVEL WITH THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST
 MK0784'WINGWALL OF CONCRETE BRIDGE 2124.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0795 ***********************************************************************
 MK0795  DESIGNATION -  B 301
 MK0795  PID         -  MK0795
 MK0795  STATE/COUNTY-  NE/SARPY
 MK0795  USGS QUAD   -  ASHLAND EAST (1983)
 MK0795
 MK0795                         *CURRENT SURVEY CONTROL
 MK0795  ___________________________________________________________________
 MK0795* NAD 83(1986)-  41 07 02.     (N)    096 16 53.     (W)     SCALED    
 MK0795* NAVD 88     -       337.823  (meters)    1108.34   (feet)  ADJUSTED  
 MK0795  ___________________________________________________________________
 MK0795  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 MK0795  DYNAMIC HT  -         337.682 (meters)    1107.88  (feet)  COMP
 MK0795  MODELED GRAV-     980,196.8   (mgal)                       NAVD 88
 MK0795
 MK0795  VERT ORDER  -  SECOND    CLASS 0
 MK0795
 MK0795.The horizontal coordinates were scaled from a topographic map and have
 MK0795.an estimated accuracy of +/- 6 seconds.
 MK0795
 MK0795.The orthometric height was determined by differential leveling
 MK0795.and adjusted by the National Geodetic Survey in June 1991..
 MK0795
 MK0795.The geoid height was determined by GEOID03.
 MK0795
 MK0795.The dynamic height is computed by dividing the NAVD 88
 MK0795.geopotential number by the normal gravity value computed on the
 MK0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0795.degrees latitude (g = 980.6199 gals.).
 MK0795
 MK0795.The modeled gravity was interpolated from observed gravity values.
 MK0795
 MK0795;                    North         East    Units  Estimated Accuracy
 MK0795;SPC NE       -   149,260.      812,120.      MT  (+/- 180 meters Scaled)
 MK0795
 MK0795                          SUPERSEDED SURVEY CONTROL
 MK0795
 MK0795  NGVD 29 (??/??/92)  337.714  (m)         1107.98   (f) ADJ UNCH    2 0
 MK0795
 MK0795.Superseded values are not recommended for survey control.
 MK0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0795.See file dsdata.txt to determine how the superseded data were derived.
 MK0795
 MK0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL282553(NAD 83)
 MK0795_MARKER: DB = BENCH MARK DISK
 MK0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0795_STAMPING: B 301 1950
 MK0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0795+STABILITY: SURFACE MOTION
 MK0795
 MK0795  HISTORY     - Date     Condition        Report By
 MK0795  HISTORY     - 1950     MONUMENTED       CGS
 MK0795
 MK0795                          STATION DESCRIPTION
 MK0795
 MK0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0795'3.2 MI SW FROM GRETNA.
 MK0795'1.8 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0795'GRETNA, THENCE 1.45 MILES SOUTH ALONG A GRAVELED ROAD, AT A
 MK0795'SCHOOLHOUSE, 201 FEET EAST OF THE CENTER LINE OF A NORTH AND
 MK0795'SOUTH ROAD, 93 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 MK0795'WEST ROAD, 49 FEET EAST OF THE SOUTHEAST CORNER OF THE
 MK0795'SCHOOLHOUSE, 2 FEET WEST OF A FENCE, 1.6 FEET NORTH OF A
 MK0795'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0795'0.5 FOOT ABOVE THE GROUND.  THIS MARK IS 0.55 MILE WEST OF
 MK0795'BENCH MARK M 79.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0561 ***********************************************************************
 MK0561  DESIGNATION -  B 302
 MK0561  PID         -  MK0561
 MK0561  STATE/COUNTY-  NE/DOUGLAS
 MK0561  USGS QUAD   -  ELKHORN (1983)
 MK0561
 MK0561                         *CURRENT SURVEY CONTROL
 MK0561  ___________________________________________________________________
 MK0561* NAD 83(1986)-  41 16 51.     (N)    096 14 04.     (W)     SCALED    
 MK0561* NAVD 88     -       354.492  (meters)    1163.03   (feet)  ADJUSTED  
 MK0561  ___________________________________________________________________
 MK0561  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 MK0561  DYNAMIC HT  -         354.331 (meters)    1162.50  (feet)  COMP
 MK0561  MODELED GRAV-     980,159.9   (mgal)                       NAVD 88
 MK0561
 MK0561  VERT ORDER  -  SECOND    CLASS 0
 MK0561
 MK0561.The horizontal coordinates were scaled from a topographic map and have
 MK0561.an estimated accuracy of +/- 6 seconds.
 MK0561
 MK0561.The orthometric height was determined by differential leveling
 MK0561.and adjusted by the National Geodetic Survey in June 1991..
 MK0561
 MK0561.The geoid height was determined by GEOID03.
 MK0561
 MK0561.The dynamic height is computed by dividing the NAVD 88
 MK0561.geopotential number by the normal gravity value computed on the
 MK0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0561.degrees latitude (g = 980.6199 gals.).
 MK0561
 MK0561.The modeled gravity was interpolated from observed gravity values.
 MK0561
 MK0561;                    North         East    Units  Estimated Accuracy
 MK0561;SPC NE       -   167,580.      815,260.      MT  (+/- 180 meters Scaled)
 MK0561
 MK0561                          SUPERSEDED SURVEY CONTROL
 MK0561
 MK0561  NGVD 29 (??/??/92)  354.360  (m)         1162.60   (f) ADJ UNCH    2 0
 MK0561
 MK0561.Superseded values are not recommended for survey control.
 MK0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0561.See file dsdata.txt to determine how the superseded data were derived.
 MK0561
 MK0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL316736(NAD 83)
 MK0561_MARKER: DB = BENCH MARK DISK
 MK0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0561_SP_SET: PILLAR
 MK0561_STAMPING: B 302 1950
 MK0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0561
 MK0561  HISTORY     - Date     Condition        Report By
 MK0561  HISTORY     - 1950     MONUMENTED       CGS
 MK0561  HISTORY     - 1976     GOOD             LOCSUR
 MK0561  HISTORY     - 1977     GOOD             NGS
 MK0561  HISTORY     - 1985     GOOD             USGS
 MK0561
 MK0561                          STATION DESCRIPTION
 MK0561
 MK0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0561'AT ELKHORN.
 MK0561'AT ELKHORN, 197 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF
 MK0561'THE UNION PACIFIC RAILROAD, 2.8 FEET ABOVE THE GROUND, SET
 MK0561'VERTICALLY IN THE NORTH FACE OF THE WEST PILLAR OF THE THIRD
 MK0561'SET OF PILLARS NORTH OF THE SOUTH END OF THE OVERPASS ON STATE
 MK0561'HIGHWAY 31.
 MK0561
 MK0561                          STATION RECOVERY (1976)
 MK0561
 MK0561'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0561'RECOVERED IN GOOD CONDITION.
 MK0561
 MK0561                          STATION RECOVERY (1977)
 MK0561
 MK0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MK0561'DUE TO CONSTRUCTION OF OVERPASS THIS MARK WILL BE DESTROYED. BENCH
 MK0561'MARK B 302 RESET 1977 WAS ESTABLISHED THIS DATE.
 MK0561
 MK0561                          STATION RECOVERY (1985)
 MK0561
 MK0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 MK0561'AT ELKHORN 197' SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE
 MK0561'UNION PACIFIC RAILROD. 2.8' ABOVE THE GROUND SET VERTICALLY IN NORTH
 MK0561'FACE OF THE 2ND PEER FROM THE WEST FO OF THE 3RD SET OF PEERS FROM
 MK0561'THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1821 ***********************************************************************
 MK1821  DESIGNATION -  B 302 RESET
 MK1821  PID         -  MK1821
 MK1821  STATE/COUNTY-  NE/DOUGLAS
 MK1821  USGS QUAD   -  ELKHORN (1983)
 MK1821
 MK1821                         *CURRENT SURVEY CONTROL
 MK1821  ___________________________________________________________________
 MK1821* NAD 83(1986)-  41 16 51.     (N)    096 14 04.     (W)     SCALED    
 MK1821* NAVD 88     -       353.48   (+/-2cm)    1159.7    (feet)  VERTCON   
 MK1821  ___________________________________________________________________
 MK1821  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 MK1821
 MK1821  VERT ORDER  -  THIRD (See Below)
 MK1821
 MK1821.The horizontal coordinates were scaled from a topographic map and have
 MK1821.an estimated accuracy of +/- 6 seconds.
 MK1821
 MK1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1821.The vertical order pertains to the NGVD 29 superseded value.
 MK1821
 MK1821.The geoid height was determined by GEOID03.
 MK1821
 MK1821;                    North         East    Units  Estimated Accuracy
 MK1821;SPC NE       -   167,580.      815,260.      MT  (+/- 180 meters Scaled)
 MK1821
 MK1821                          SUPERSEDED SURVEY CONTROL
 MK1821
 MK1821  NGVD 29 (08/02/06)  353.35   (m)         1159.3    (f) RESET       3  
 MK1821
 MK1821.Superseded values are not recommended for survey control.
 MK1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1821.See file dsdata.txt to determine how the superseded data were derived.
 MK1821
 MK1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL316736(NAD 83)
 MK1821_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MK1821_SETTING: 0 = UNSPECIFIED SETTING
 MK1821_STAMPING: B 302 RESET 1977
 MK1821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1821
 MK1821  HISTORY     - Date     Condition        Report By
 MK1821  HISTORY     - 1977     MONUMENTED       NGS
 MK1821
 MK1821                          STATION DESCRIPTION
 MK1821
 MK1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 MK1821'IN ELKHORN.
 MK1821'IN ELKHORN AT NORTHEAST ANGLE OF HIGHWAY 31 OVERPASS AND OLD LINCOLN
 MK1821'HIGHWAY, 36.5 FEET NORTH OF THE CENTER OF OLD LINCOLN HIGHWAY STREET,
 MK1821'AND 3.7 FEET NORTHWEST OF A POWER POLE.  A 4-INCH CAST ALUMINUM
 MK1821'BENCH MARK.
 MK1821'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 MK1821'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0558 ***********************************************************************
 MK0558  DESIGNATION -  B 303
 MK0558  PID         -  MK0558
 MK0558  STATE/COUNTY-  NE/DOUGLAS
 MK0558  USGS QUAD   -  ELKHORN (1983)
 MK0558
 MK0558                         *CURRENT SURVEY CONTROL
 MK0558  ___________________________________________________________________
 MK0558* NAD 83(1986)-  41 16 04.     (N)    096 11 00.     (W)     SCALED    
 MK0558* NAVD 88     -       339.336  (meters)    1113.30   (feet)  ADJUSTED  
 MK0558  ___________________________________________________________________
 MK0558  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 MK0558  DYNAMIC HT  -         339.186 (meters)    1112.81  (feet)  COMP
 MK0558  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 MK0558
 MK0558  VERT ORDER  -  SECOND    CLASS 0
 MK0558
 MK0558.The horizontal coordinates were scaled from a topographic map and have
 MK0558.an estimated accuracy of +/- 6 seconds.
 MK0558
 MK0558.The orthometric height was determined by differential leveling
 MK0558.and adjusted by the National Geodetic Survey in June 1991..
 MK0558
 MK0558.The geoid height was determined by GEOID03.
 MK0558
 MK0558.The dynamic height is computed by dividing the NAVD 88
 MK0558.geopotential number by the normal gravity value computed on the
 MK0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0558.degrees latitude (g = 980.6199 gals.).
 MK0558
 MK0558.The modeled gravity was interpolated from observed gravity values.
 MK0558
 MK0558;                    North         East    Units  Estimated Accuracy
 MK0558;SPC NE       -   166,320.      819,600.      MT  (+/- 180 meters Scaled)
 MK0558
 MK0558                          SUPERSEDED SURVEY CONTROL
 MK0558
 MK0558  NGVD 29 (??/??/92)  339.210  (m)         1112.89   (f) ADJ UNCH    2 0
 MK0558
 MK0558.Superseded values are not recommended for survey control.
 MK0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0558.See file dsdata.txt to determine how the superseded data were derived.
 MK0558
 MK0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL359723(NAD 83)
 MK0558_MARKER: DB = BENCH MARK DISK
 MK0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0558_SP_SET: BRIDGE ABUTMENT
 MK0558_STAMPING: B 303 1950
 MK0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0558+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 MK0558
 MK0558  HISTORY     - Date     Condition        Report By
 MK0558  HISTORY     - 1950     MONUMENTED       CGS
 MK0558  HISTORY     - 1976     GOOD             LOCSUR
 MK0558  HISTORY     - 1985     GOOD             NEDR
 MK0558  HISTORY     - 20041104 GOOD             SKW
 MK0558
 MK0558                          STATION DESCRIPTION
 MK0558
 MK0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0558'2.8 MI SE FROM ELKHORN.
 MK0558'2.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0558'STATION AT ELKHORN, 6.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 MK0558'THE SOUTHWEST SET OF TRACKS, 1 FOOT BELOW THE TOP OF THE RAILS,
 MK0558'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT
 MK0558'OF BRIDGE 18.82.
 MK0558
 MK0558                          STATION RECOVERY (1976)
 MK0558
 MK0558'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0558'RECOVERED IN GOOD CONDITION.
 MK0558
 MK0558                          STATION RECOVERY (1985)
 MK0558
 MK0558'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 MK0558'NOTE: THE B ON CAP HAS BEEN MARRED.
 MK0558
 MK0558                          STATION RECOVERY (2004)
 MK0558
 MK0558'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2004 (CMC)
 MK0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9615 ***********************************************************************
 AG9615  DESIGNATION -  B 304 RESET
 AG9615  PID         -  AG9615
 AG9615  STATE/COUNTY-  NE/SAUNDERS
 AG9615  USGS QUAD   -  COLON (1969)
 AG9615
 AG9615                         *CURRENT SURVEY CONTROL
 AG9615  ___________________________________________________________________
 AG9615* NAD 83(1986)-  41 18 27.     (N)    096 35 59.     (W)     SCALED    
 AG9615* NAVD 88     -       382.24   (meters)    1254.1    (feet)  RESET     
 AG9615  ___________________________________________________________________
 AG9615  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AG9615
 AG9615  VERT ORDER  -  THIRD
 AG9615
 AG9615.The horizontal coordinates were scaled from a topographic map and have
 AG9615.an estimated accuracy of +/- 6 seconds.
 AG9615
 AG9615.The orthometric height was computed from unverified reset data.
 AG9615
 AG9615.The geoid height was determined by GEOID03.
 AG9615
 AG9615;                    North         East    Units  Estimated Accuracy
 AG9615;SPC NE       -   169,270.      784,580.      MT  (+/- 180 meters Scaled)
 AG9615
 AG9615                          SUPERSEDED SURVEY CONTROL
 AG9615
 AG9615.No superseded survey control is available for this station.
 AG9615
 AG9615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL009756(NAD 83)
 AG9615_MARKER: DV = VERTICAL CONTROL DISK
 AG9615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9615_STAMPING: B 304 RESET 1997
 AG9615_MARK LOGO: NGS   
 AG9615_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9615+STABILITY: SURFACE MOTION
 AG9615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9615+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9615
 AG9615  HISTORY     - Date     Condition        Report By
 AG9615  HISTORY     - 1997     MONUMENTED       NEDR
 AG9615
 AG9615                          STATION DESCRIPTION
 AG9615
 AG9615'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 AG9615'LOCATED 17.70 KM (11.00 MI) EAST OF PRAGUE, 9.66 KM (6.00 MI) SOUTH OF
 AG9615'CEDAR BLUFFS, 1.21 KM (0.75 MI) NORTH OF COLON, ON THE EAST
 AG9615'RIGHT-OF-WAY OF STATE HIGHWAY 109, AT THE JUNCTION WITH COUNTY ROAD R
 AG9615'AND 167.80 FT (51.15 M) NORTH-NORTHEAST FROM THE SOUTHWEST CORNER OF
 AG9615'SEC35, T16N, R7E.  TO REACH FROM THE BANK AND POST OFFICE, IN COLON,
 AG9615'GO EAST ON SPRUCE STREET FOR 0.35 MI (0.56 KM) TO STATE HIGHWAY 109.
 AG9615'TURN LEFT AND GO NORTH ON THE HIGHWAY FOR 0.7 MI (1.1 KM) TO COUNTY
 AG9615'ROAD R AND THE MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION.  THE
 AG9615'DISK IS SET INTO THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT
 AG9615'PROJECTS 0.1 FT (3.0 CM) ABOVE THE GROUND SURFACE.  IT IS 159.0 FT
 AG9615'(48.5 M) NORTH OF THE CENTERLINE OF ROAD R, 56.0 FT (17.1 M) EAST OF
 AG9615'THE CENTERLINE OF THE HIGHWAY, 4.5 FT (1.4 M) SOUTHEAST OF A UTILITY
 AG9615'POLE, 2.0 FT (0.6 M) NORTH-NORTHWEST OF A WITNESS POST AND 1.4 FT (0.4
 AG9615'M) WEST OF A WITNESS POST.  A MAGNET WAS PLACED INTO THE NORTH SIDE OF
 AG9615'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0591 ***********************************************************************
 MK0591  DESIGNATION -  B 305
 MK0591  PID         -  MK0591
 MK0591  STATE/COUNTY-  NE/DOUGLAS
 MK0591  USGS QUAD   -  VALLEY (1983)
 MK0591
 MK0591                         *CURRENT SURVEY CONTROL
 MK0591  ___________________________________________________________________
 MK0591* NAD 83(1986)-  41 19 42.     (N)    096 18 39.     (W)     SCALED    
 MK0591* NAVD 88     -       345.037  (meters)    1132.01   (feet)  ADJUSTED  
 MK0591  ___________________________________________________________________
 MK0591  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 MK0591  DYNAMIC HT  -         344.876 (meters)    1131.48  (feet)  COMP
 MK0591  MODELED GRAV-     980,146.0   (mgal)                       NAVD 88
 MK0591
 MK0591  VERT ORDER  -  SECOND    CLASS 0
 MK0591
 MK0591.The horizontal coordinates were scaled from a topographic map and have
 MK0591.an estimated accuracy of +/- 6 seconds.
 MK0591
 MK0591.The orthometric height was determined by differential leveling
 MK0591.and adjusted by the National Geodetic Survey in June 1991..
 MK0591
 MK0591.The geoid height was determined by GEOID03.
 MK0591
 MK0591.The dynamic height is computed by dividing the NAVD 88
 MK0591.geopotential number by the normal gravity value computed on the
 MK0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0591.degrees latitude (g = 980.6199 gals.).
 MK0591
 MK0591.The modeled gravity was interpolated from observed gravity values.
 MK0591
 MK0591;                    North         East    Units  Estimated Accuracy
 MK0591;SPC NE       -   172,570.      808,650.      MT  (+/- 180 meters Scaled)
 MK0591
 MK0591                          SUPERSEDED SURVEY CONTROL
 MK0591
 MK0591  NGVD 29 (??/??/92)  344.899  (m)         1131.56   (f) ADJ UNCH    2 0
 MK0591
 MK0591.Superseded values are not recommended for survey control.
 MK0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0591.See file dsdata.txt to determine how the superseded data were derived.
 MK0591
 MK0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL250786(NAD 83)
 MK0591_MARKER: DB = BENCH MARK DISK
 MK0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0591_STAMPING: B 305 1950
 MK0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0591+STABILITY: SURFACE MOTION
 MK0591
 MK0591  HISTORY     - Date     Condition        Report By
 MK0591  HISTORY     - 1950     MONUMENTED       CGS
 MK0591  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0591
 MK0591                          STATION DESCRIPTION
 MK0591
 MK0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0591'3.6 MI NW FROM WATERLOO.
 MK0591'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 130 FROM THE UNION
 MK0591'PACIFIC RAILROAD STATION AT WATERLOO, THENCE 1.0 MILE NORTHWEST
 MK0591'ALONG U.S. HIGHWAY 275, THENCE 2.0 MILES NORTH ALONG A
 MK0591'GRAVELED ROAD, AT THE FARM HOME OF C.H. NOYES, 213 FEET EAST
 MK0591'OF THE CENTER LINE OF THE ROAD, 82 FEET EAST OF THE SOUTHEAST
 MK0591'CORNER OF THE FARMHOUSE, 31 FEET NORTHEAST OF THE NORTHWEST
 MK0591'CORNER OF A CORN CRIB, 12 FEET EAST OF THE SOUTHWEST CORNER
 MK0591'OF A BARN, 12.4 FEET WEST OF THE SOUTHEAST CORNER OF THE
 MK0591'BARN, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MK0591'THE GROUND.
 MK0591
 MK0591                          STATION RECOVERY (1976)
 MK0591
 MK0591'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0153 ***********************************************************************
 ML0153  DESIGNATION -  B 306
 ML0153  PID         -  ML0153
 ML0153  STATE/COUNTY-  NE/HOWARD
 ML0153  USGS QUAD   -  WOLBACH SW (1974)
 ML0153
 ML0153                         *CURRENT SURVEY CONTROL
 ML0153  ___________________________________________________________________
 ML0153* NAD 83(1986)-  41 15 47.     (N)    098 26 57.     (W)     SCALED    
 ML0153* NAVD 88     -       539.174  (meters)    1768.94   (feet)  ADJUSTED  
 ML0153  ___________________________________________________________________
 ML0153  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 ML0153  DYNAMIC HT  -         538.904 (meters)    1768.05  (feet)  COMP
 ML0153  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 ML0153
 ML0153  VERT ORDER  -  SECOND    CLASS 0
 ML0153
 ML0153.The horizontal coordinates were scaled from a topographic map and have
 ML0153.an estimated accuracy of +/- 6 seconds.
 ML0153
 ML0153.The orthometric height was determined by differential leveling
 ML0153.and adjusted by the National Geodetic Survey in June 1991..
 ML0153
 ML0153.The geoid height was determined by GEOID03.
 ML0153
 ML0153.The dynamic height is computed by dividing the NAVD 88
 ML0153.geopotential number by the normal gravity value computed on the
 ML0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0153.degrees latitude (g = 980.6199 gals.).
 ML0153
 ML0153.The modeled gravity was interpolated from observed gravity values.
 ML0153
 ML0153;                    North         East    Units  Estimated Accuracy
 ML0153;SPC NE       -   159,900.      629,910.      MT  (+/- 180 meters Scaled)
 ML0153
 ML0153                          SUPERSEDED SURVEY CONTROL
 ML0153
 ML0153  NGVD 29 (??/??/92)  538.931  (m)         1768.14   (f) ADJ UNCH    2 0
 ML0153
 ML0153.Superseded values are not recommended for survey control.
 ML0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0153.See file dsdata.txt to determine how the superseded data were derived.
 ML0153
 ML0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL461681(NAD 83)
 ML0153_MARKER: DD = SURVEY DISK
 ML0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0153_STAMPING: B 306 1950
 ML0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0153+STABILITY: SURFACE MOTION
 ML0153
 ML0153  HISTORY     - Date     Condition        Report By
 ML0153  HISTORY     - 1950     MONUMENTED       USGS
 ML0153  HISTORY     - 1950     GOOD             NGS
 ML0153  HISTORY     - 1956     GOOD             USGS
 ML0153
 ML0153                          STATION DESCRIPTION
 ML0153
 ML0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0153'3.8 MI N FROM ST PAUL.
 ML0153'0.3 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 ML0153'ST. PAUL, THENCE 3.5 MILES NORTH ALONG U.S. HIGHWAY 281, NEAR
 ML0153'THE NORTH LOUP RIVER, 72 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 ML0153'OF THE BRIDGE, 63 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 ML0153'54 FEET SOUTH OF THE SOUTHWEST CORNER OF A GAUGING STATION,
 ML0153'18 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET
 ML0153'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 ML0153
 ML0153                          STATION RECOVERY (1956)
 ML0153
 ML0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 ML0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0218 ***********************************************************************
 ML0218  DESIGNATION -  B 307
 ML0218  PID         -  ML0218
 ML0218  STATE/COUNTY-  NE/NANCE
 ML0218  USGS QUAD   -  BELGRADE SW (1955)
 ML0218
 ML0218                         *CURRENT SURVEY CONTROL
 ML0218  ___________________________________________________________________
 ML0218* NAD 83(1986)-  41 17 34.     (N)    098 12 49.     (W)     SCALED    
 ML0218* NAVD 88     -       536.030  (meters)    1758.63   (feet)  ADJUSTED  
 ML0218  ___________________________________________________________________
 ML0218  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 ML0218  DYNAMIC HT  -         535.771 (meters)    1757.78  (feet)  COMP
 ML0218  MODELED GRAV-     980,123.5   (mgal)                       NAVD 88
 ML0218
 ML0218  VERT ORDER  -  SECOND    CLASS 0
 ML0218
 ML0218.The horizontal coordinates were scaled from a topographic map and have
 ML0218.an estimated accuracy of +/- 6 seconds.
 ML0218
 ML0218.The orthometric height was determined by differential leveling
 ML0218.and adjusted by the National Geodetic Survey in June 1991..
 ML0218
 ML0218.The geoid height was determined by GEOID03.
 ML0218
 ML0218.The dynamic height is computed by dividing the NAVD 88
 ML0218.geopotential number by the normal gravity value computed on the
 ML0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0218.degrees latitude (g = 980.6199 gals.).
 ML0218
 ML0218.The modeled gravity was interpolated from observed gravity values.
 ML0218
 ML0218;                    North         East    Units  Estimated Accuracy
 ML0218;SPC NE       -   163,580.      649,570.      MT  (+/- 180 meters Scaled)
 ML0218
 ML0218                          SUPERSEDED SURVEY CONTROL
 ML0218
 ML0218  NGVD 29 (??/??/92)  535.800  (m)         1757.87   (f) ADJ UNCH    2 0
 ML0218
 ML0218.Superseded values are not recommended for survey control.
 ML0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0218.See file dsdata.txt to determine how the superseded data were derived.
 ML0218
 ML0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL658715(NAD 83)
 ML0218_MARKER: DB = BENCH MARK DISK
 ML0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0218_STAMPING: B 307 1950
 ML0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0218+STABILITY: SURFACE MOTION
 ML0218
 ML0218  HISTORY     - Date     Condition        Report By
 ML0218  HISTORY     - 1950     MONUMENTED       CGS
 ML0218
 ML0218                          STATION DESCRIPTION
 ML0218
 ML0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0218'9.3 MI E FROM CUSHING.
 ML0218'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0218'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 2.4 MILES
 ML0218'EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, ALONG THE
 ML0218'WEST EDGE OF A SCHOOL YARD, ALONG THE EAST EDGE OF A CEMETERY,
 ML0218'172 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 ML0218'77 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SCHOOLHOUSE,
 ML0218'138 FEET SOUTHWEST OF BENCH MARK 10-60 (U.S.B.R.), 77 FEET
 ML0218'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 1 FOOT EAST
 ML0218'OF A FENCE, 2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 ML0218'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1565 ***********************************************************************
 MK1565  DESIGNATION -  B 308
 MK1565  PID         -  MK1565
 MK1565  STATE/COUNTY-  NE/NANCE
 MK1565  USGS QUAD   -  MERCHISTON (1958)
 MK1565
 MK1565                         *CURRENT SURVEY CONTROL
 MK1565  ___________________________________________________________________
 MK1565* NAD 83(1986)-  41 23 14.     (N)    097 56 37.     (W)     SCALED    
 MK1565* NAVD 88     -       508.016  (meters)    1666.72   (feet)  ADJUSTED  
 MK1565  ___________________________________________________________________
 MK1565  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 MK1565  DYNAMIC HT  -         507.780 (meters)    1665.94  (feet)  COMP
 MK1565  MODELED GRAV-     980,142.0   (mgal)                       NAVD 88
 MK1565
 MK1565  VERT ORDER  -  SECOND    CLASS 0
 MK1565
 MK1565.The horizontal coordinates were scaled from a topographic map and have
 MK1565.an estimated accuracy of +/- 6 seconds.
 MK1565
 MK1565.The orthometric height was determined by differential leveling
 MK1565.and adjusted by the National Geodetic Survey in June 1991..
 MK1565
 MK1565.The geoid height was determined by GEOID03.
 MK1565
 MK1565.The dynamic height is computed by dividing the NAVD 88
 MK1565.geopotential number by the normal gravity value computed on the
 MK1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1565.degrees latitude (g = 980.6199 gals.).
 MK1565
 MK1565.The modeled gravity was interpolated from observed gravity values.
 MK1565
 MK1565;                    North         East    Units  Estimated Accuracy
 MK1565;SPC NE       -   174,570.      671,920.      MT  (+/- 180 meters Scaled)
 MK1565
 MK1565                          SUPERSEDED SURVEY CONTROL
 MK1565
 MK1565  NGVD 29 (??/??/92)  507.796  (m)         1665.99   (f) ADJ UNCH    2 0
 MK1565
 MK1565.Superseded values are not recommended for survey control.
 MK1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1565.See file dsdata.txt to determine how the superseded data were derived.
 MK1565
 MK1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL883822(NAD 83)
 MK1565_MARKER: DB = BENCH MARK DISK
 MK1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1565_STAMPING: B 308 1950
 MK1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1565+STABILITY: SURFACE MOTION
 MK1565
 MK1565  HISTORY     - Date     Condition        Report By
 MK1565  HISTORY     - 1950     MONUMENTED       CGS
 MK1565
 MK1565                          STATION DESCRIPTION
 MK1565
 MK1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1565'3.3 MI NE FROM FULLERTON.
 MK1565'3.3 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1565'AT FULLERTON, IN THE RIVERVIEW SCHOOL YARD, 112 FEET EAST OF THE
 MK1565'CENTER LINE OF A NORTH AND SOUTH ROAD, 59 FEET NORTH OF THE
 MK1565'CENTER LINE OF THE HIGHWAY, 21 FEET SOUTHEAST OF THE SOUTHWEST
 MK1565'CORNER OF THE SCHOOL BUILDING, 23 FEET SOUTHWEST OF THE SOUTHEAST
 MK1565'CORNER OF THE SCHOOL BUILDING, SET IN THE TOP OF A CONCRETE
 MK1565'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1599 ***********************************************************************
 MK1599  DESIGNATION -  B 309
 MK1599  PID         -  MK1599
 MK1599  STATE/COUNTY-  NE/PLATTE
 MK1599  USGS QUAD   -  MONROE (1958)
 MK1599
 MK1599                         *CURRENT SURVEY CONTROL
 MK1599  ___________________________________________________________________
 MK1599* NAD 83(1986)-  41 28 32.     (N)    097 34 49.     (W)     SCALED    
 MK1599* NAVD 88     -       460.704  (meters)    1511.49   (feet)  ADJUSTED  
 MK1599  ___________________________________________________________________
 MK1599  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 MK1599  DYNAMIC HT  -         460.498 (meters)    1510.82  (feet)  COMP
 MK1599  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 MK1599
 MK1599  VERT ORDER  -  SECOND    CLASS 0
 MK1599
 MK1599.The horizontal coordinates were scaled from a topographic map and have
 MK1599.an estimated accuracy of +/- 6 seconds.
 MK1599
 MK1599.The orthometric height was determined by differential leveling
 MK1599.and adjusted by the National Geodetic Survey in June 1991..
 MK1599
 MK1599.The geoid height was determined by GEOID03.
 MK1599
 MK1599.The dynamic height is computed by dividing the NAVD 88
 MK1599.geopotential number by the normal gravity value computed on the
 MK1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1599.degrees latitude (g = 980.6199 gals.).
 MK1599
 MK1599.The modeled gravity was interpolated from observed gravity values.
 MK1599
 MK1599;                    North         East    Units  Estimated Accuracy
 MK1599;SPC NE       -   185,160.      702,020.      MT  (+/- 180 meters Scaled)
 MK1599
 MK1599                          SUPERSEDED SURVEY CONTROL
 MK1599
 MK1599  NGVD 29 (??/??/92)  460.514  (m)         1510.87   (f) ADJ UNCH    2 0
 MK1599
 MK1599.Superseded values are not recommended for survey control.
 MK1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1599.See file dsdata.txt to determine how the superseded data were derived.
 MK1599
 MK1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL185925(NAD 83)
 MK1599_MARKER: DB = BENCH MARK DISK
 MK1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1599_STAMPING: B 309 1950
 MK1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1599+STABILITY: SURFACE MOTION
 MK1599
 MK1599  HISTORY     - Date     Condition        Report By
 MK1599  HISTORY     - 1950     MONUMENTED       CGS
 MK1599  HISTORY     - 1979     GOOD             NGS
 MK1599
 MK1599                          STATION DESCRIPTION
 MK1599
 MK1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1599'1.1 MI E FROM MONROE.
 MK1599'0.1 MILE NORTH ALONG A MAIN STREET FROM THE UNION PACIFIC
 MK1599'RAILROAD STATION AT MONROE, THENCE 1.0 MILE EAST ALONG STATE
 MK1599'HIGHWAY 22, AT A T ROAD JUNCTION, 157 FEET NORTH OF THE CENTER
 MK1599'LINE OF THE HIGHWAY, 33 FEET EAST OF THE CENTER LINE OF A ROAD
 MK1599'LEADING NORTH, 23 FEET WEST OF A POWER POLE, 2 FEET NORTHWEST
 MK1599'OF A FENCE CORNER, 1.5 FEET WEST OF A FENCE, 2 FEET NORTH OF A
 MK1599'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1599'0.5 FOOT ABOVE THE GROUND.
 MK1599
 MK1599                          STATION RECOVERY (1979)
 MK1599
 MK1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MK1599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0118 ***********************************************************************
 ML0118  DESIGNATION -  B 310
 ML0118  PID         -  ML0118
 ML0118  STATE/COUNTY-  NE/GREELEY
 ML0118  USGS QUAD   -  SPALDING NW (1985)
 ML0118
 ML0118                         *CURRENT SURVEY CONTROL
 ML0118  ___________________________________________________________________
 ML0118* NAD 83(1986)-  41 42 41.     (N)    098 25 31.     (W)     SCALED    
 ML0118* NAVD 88     -       589.182  (meters)    1933.01   (feet)  ADJUSTED  
 ML0118  ___________________________________________________________________
 ML0118  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML0118  DYNAMIC HT  -         588.903 (meters)    1932.09  (feet)  COMP
 ML0118  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 ML0118
 ML0118  VERT ORDER  -  SECOND    CLASS 0
 ML0118
 ML0118.The horizontal coordinates were scaled from a topographic map and have
 ML0118.an estimated accuracy of +/- 6 seconds.
 ML0118
 ML0118.The orthometric height was determined by differential leveling
 ML0118.and adjusted by the National Geodetic Survey in June 1991..
 ML0118
 ML0118.The geoid height was determined by GEOID03.
 ML0118
 ML0118.The dynamic height is computed by dividing the NAVD 88
 ML0118.geopotential number by the normal gravity value computed on the
 ML0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0118.degrees latitude (g = 980.6199 gals.).
 ML0118
 ML0118.The modeled gravity was interpolated from observed gravity values.
 ML0118
 ML0118;                    North         East    Units  Estimated Accuracy
 ML0118;SPC NE       -   209,710.      631,000.      MT  (+/- 180 meters Scaled)
 ML0118
 ML0118                          SUPERSEDED SURVEY CONTROL
 ML0118
 ML0118  NGVD 29 (??/??/92)  588.941  (m)         1932.22   (f) ADJ UNCH    2 0
 ML0118
 ML0118.Superseded values are not recommended for survey control.
 ML0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0118.See file dsdata.txt to determine how the superseded data were derived.
 ML0118
 ML0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM478178(NAD 83)
 ML0118_MARKER: DB = BENCH MARK DISK
 ML0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0118_STAMPING: B 310 1950
 ML0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0118+STABILITY: SURFACE MOTION
 ML0118
 ML0118  HISTORY     - Date     Condition        Report By
 ML0118  HISTORY     - 1950     MONUMENTED       CGS
 ML0118
 ML0118                          STATION DESCRIPTION
 ML0118
 ML0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0118'4.2 MI NW FROM SPALDING.
 ML0118'4.2 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0118'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, ON THE OUTSIDE OF A
 ML0118'CURVE IN THE HIGHWAY, 300 FEET NORTHEAST OF THE CENTER LINE
 ML0118'OF THE HIGHWAY, 68 FEET WEST OF THE CENTER LINE OF A NORTH
 ML0118'AND SOUTH DIRT ROAD, 72 FEET SOUTH OF THE CENTER LINE OF AN
 ML0118'EAST AND WEST DIRT ROAD, 4 FEET EAST OF THE SOUTHEAST CORNER
 ML0118'OF DISTRICT 10 SCHOOLHOUSE, IN LINE WITH THE SOUTH SIDE OF THE
 ML0118'BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0118'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0114 ***********************************************************************
 ML0114  DESIGNATION -  B 311
 ML0114  PID         -  ML0114
 ML0114  STATE/COUNTY-  NE/GREELEY
 ML0114  USGS QUAD   -  SPALDING NW (1985)
 ML0114
 ML0114                         *CURRENT SURVEY CONTROL
 ML0114  ___________________________________________________________________
 ML0114* NAD 83(1986)-  41 41 56.     (N)    098 23 57.     (W)     SCALED    
 ML0114* NAVD 88     -       584.381  (meters)    1917.26   (feet)  ADJUSTED  
 ML0114  ___________________________________________________________________
 ML0114  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 ML0114  DYNAMIC HT  -         584.103 (meters)    1916.34  (feet)  COMP
 ML0114  MODELED GRAV-     980,128.7   (mgal)                       NAVD 88
 ML0114
 ML0114  VERT ORDER  -  SECOND    CLASS 0
 ML0114
 ML0114.The horizontal coordinates were scaled from a topographic map and have
 ML0114.an estimated accuracy of +/- 6 seconds.
 ML0114
 ML0114.The orthometric height was determined by differential leveling
 ML0114.and adjusted by the National Geodetic Survey in June 1991..
 ML0114
 ML0114.The geoid height was determined by GEOID03.
 ML0114
 ML0114.The dynamic height is computed by dividing the NAVD 88
 ML0114.geopotential number by the normal gravity value computed on the
 ML0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0114.degrees latitude (g = 980.6199 gals.).
 ML0114
 ML0114.The modeled gravity was interpolated from observed gravity values.
 ML0114
 ML0114;                    North         East    Units  Estimated Accuracy
 ML0114;SPC NE       -   208,360.      633,200.      MT  (+/- 180 meters Scaled)
 ML0114
 ML0114                          SUPERSEDED SURVEY CONTROL
 ML0114
 ML0114  NGVD 29 (??/??/92)  584.140  (m)         1916.47   (f) ADJ UNCH    2 0
 ML0114
 ML0114.Superseded values are not recommended for survey control.
 ML0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0114.See file dsdata.txt to determine how the superseded data were derived.
 ML0114
 ML0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM499165(NAD 83)
 ML0114_MARKER: DB = BENCH MARK DISK
 ML0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0114_STAMPING: B 311 1950
 ML0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0114+STABILITY: SURFACE MOTION
 ML0114
 ML0114  HISTORY     - Date     Condition        Report By
 ML0114  HISTORY     - 1950     MONUMENTED       CGS
 ML0114
 ML0114                          STATION DESCRIPTION
 ML0114
 ML0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0114'2 MI NW FROM SPALDING.
 ML0114'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0114'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, 300 FEET NORTH OF THE
 ML0114'CENTER LINE OF THE HIGHWAY, AT THE SPALDING AIRPORT, 150 FEET
 ML0114'NORTHWEST OF A FARMHOUSE, IN LINE WITH THE EAST SIDE OF THE
 ML0114'HANGAR, 13.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HANGAR,
 ML0114'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0027 ***********************************************************************
 ML0027  DESIGNATION -  B 312
 ML0027  PID         -  ML0027
 ML0027  STATE/COUNTY-  NE/BOONE
 ML0027  USGS QUAD   -  PETERSBURG (1985)
 ML0027
 ML0027                         *CURRENT SURVEY CONTROL
 ML0027  ___________________________________________________________________
 ML0027* NAD 83(1986)-  41 51 02.     (N)    098 05 00.     (W)     SCALED    
 ML0027* NAVD 88     -       578.489  (meters)    1897.93   (feet)  ADJUSTED  
 ML0027  ___________________________________________________________________
 ML0027  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 ML0027  DYNAMIC HT  -         578.233 (meters)    1897.09  (feet)  COMP
 ML0027  MODELED GRAV-     980,161.0   (mgal)                       NAVD 88
 ML0027
 ML0027  VERT ORDER  -  SECOND    CLASS 0
 ML0027
 ML0027.The horizontal coordinates were scaled from a topographic map and have
 ML0027.an estimated accuracy of +/- 6 seconds.
 ML0027
 ML0027.The orthometric height was determined by differential leveling
 ML0027.and adjusted by the National Geodetic Survey in June 1991..
 ML0027
 ML0027.The geoid height was determined by GEOID03.
 ML0027
 ML0027.The dynamic height is computed by dividing the NAVD 88
 ML0027.geopotential number by the normal gravity value computed on the
 ML0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0027.degrees latitude (g = 980.6199 gals.).
 ML0027
 ML0027.The modeled gravity was interpolated from observed gravity values.
 ML0027
 ML0027;                    North         East    Units  Estimated Accuracy
 ML0027;SPC NE       -   225,730.      659,100.      MT  (+/- 180 meters Scaled)
 ML0027
 ML0027                          SUPERSEDED SURVEY CONTROL
 ML0027
 ML0027  NGVD 29 (??/??/92)  578.258  (m)         1897.17   (f) ADJ UNCH    2 0
 ML0027
 ML0027.Superseded values are not recommended for survey control.
 ML0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0027.See file dsdata.txt to determine how the superseded data were derived.
 ML0027
 ML0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM760335(NAD 83)
 ML0027_MARKER: DB = BENCH MARK DISK
 ML0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0027_STAMPING: B 312 1950
 ML0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0027+STABILITY: SURFACE MOTION
 ML0027
 ML0027  HISTORY     - Date     Condition        Report By
 ML0027  HISTORY     - 1950     MONUMENTED       CGS
 ML0027  HISTORY     - 1972     GOOD             NGS
 ML0027
 ML0027                          STATION DESCRIPTION
 ML0027
 ML0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0027'AT PETERSBURG.
 ML0027'AT PETERSBURG, 0.3 MILE SOUTHWEST OF THE WATER TOWER, 176 FEET
 ML0027'EAST OF THE CENTER LINE OF STATE HIGHWAY 14, 71 FEET SOUTHEAST
 ML0027'OF THE SOUTHEAST RAIL OF THE CHICAGO AND NORTH WESTERN RAILROAD,
 ML0027'49 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST STREET,
 ML0027'26 FEET NORTHWEST OF THE CENTER LINE OF A NORTHEAST AND SOUTHWEST
 ML0027'STREET, 13.5 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK, 1 FOOT
 ML0027'SOUTHEAST OF A FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST,
 ML0027'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0027'THE GROUND.
 ML0027
 ML0027                          STATION RECOVERY (1972)
 ML0027
 ML0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ML0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0028 ***********************************************************************
 ML0028  DESIGNATION -  B 312 RESET
 ML0028  PID         -  ML0028
 ML0028  STATE/COUNTY-  NE/BOONE
 ML0028  USGS QUAD   -  PETERSBURG (1985)
 ML0028
 ML0028                         *CURRENT SURVEY CONTROL
 ML0028  ___________________________________________________________________
 ML0028* NAD 83(1986)-  41 51 02.     (N)    098 05 00.     (W)     SCALED    
 ML0028* NAVD 88     -       578.94   (meters)    1899.4    (feet)  RESET     
 ML0028  ___________________________________________________________________
 ML0028  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 ML0028
 ML0028  VERT ORDER  -  THIRD
 ML0028
 ML0028.The horizontal coordinates were scaled from a topographic map and have
 ML0028.an estimated accuracy of +/- 6 seconds.
 ML0028
 ML0028.The orthometric height was computed from unverified reset data.
 ML0028
 ML0028.The geoid height was determined by GEOID03.
 ML0028
 ML0028;                    North         East    Units  Estimated Accuracy
 ML0028;SPC NE       -   225,730.      659,100.      MT  (+/- 180 meters Scaled)
 ML0028
 ML0028                          SUPERSEDED SURVEY CONTROL
 ML0028
 ML0028.No superseded survey control is available for this station.
 ML0028
 ML0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM760335(NAD 83)
 ML0028_MARKER: DB = BENCH MARK DISK
 ML0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0028_STAMPING: B 312 RESET 1972
 ML0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0028+STABILITY: SURFACE MOTION
 ML0028
 ML0028  HISTORY     - Date     Condition        Report By
 ML0028  HISTORY     - 1972     MONUMENTED       NGS
 ML0028
 ML0028                          STATION DESCRIPTION
 ML0028
 ML0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ML0028'AT PETERSBURG.
 ML0028'AT PETERSBURG, 0.2 MILE WEST OF THE PETERSBURG SCHOOL, 106 FEET
 ML0028'WEST OF THE SOUTHWEST CORNER OF A HOUSE, 23 FEET WEST OF THE
 ML0028'CENTER OF A PAVED ROAD, 2.6 FEET SOUTH-SOUTHWEST OF A POWER
 ML0028'POLE AND 2 FEET NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 ML0028'BENCH MARK DISK STAMPED B 312 RESET 1972, SET IN THE TOP OF A
 ML0028'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 ML0028'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0102 ***********************************************************************
 ML0102  DESIGNATION -  B 313
 ML0102  PID         -  ML0102
 ML0102  STATE/COUNTY-  NE/BOONE
 ML0102  USGS QUAD   -  MUD CREEK (1985)
 ML0102
 ML0102                         *CURRENT SURVEY CONTROL
 ML0102  ___________________________________________________________________
 ML0102* NAD 83(1986)-  41 46 12.     (N)    098 15 29.     (W)     SCALED    
 ML0102* NAVD 88     -       635.955  (meters)    2086.46   (feet)  ADJUSTED  
 ML0102  ___________________________________________________________________
 ML0102  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML0102  DYNAMIC HT  -         635.662 (meters)    2085.50  (feet)  COMP
 ML0102  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 ML0102
 ML0102  VERT ORDER  -  SECOND    CLASS 0
 ML0102
 ML0102.The horizontal coordinates were scaled from a topographic map and have
 ML0102.an estimated accuracy of +/- 6 seconds.
 ML0102
 ML0102.The orthometric height was determined by differential leveling
 ML0102.and adjusted by the National Geodetic Survey in June 1991..
 ML0102
 ML0102.The geoid height was determined by GEOID03.
 ML0102
 ML0102.The dynamic height is computed by dividing the NAVD 88
 ML0102.geopotential number by the normal gravity value computed on the
 ML0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0102.degrees latitude (g = 980.6199 gals.).
 ML0102
 ML0102.The modeled gravity was interpolated from observed gravity values.
 ML0102
 ML0102;                    North         East    Units  Estimated Accuracy
 ML0102;SPC NE       -   216,480.      644,780.      MT  (+/- 180 meters Scaled)
 ML0102
 ML0102                          SUPERSEDED SURVEY CONTROL
 ML0102
 ML0102  NGVD 29 (??/??/92)  635.715  (m)         2085.68   (f) ADJ UNCH    2 0
 ML0102
 ML0102.Superseded values are not recommended for survey control.
 ML0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0102.See file dsdata.txt to determine how the superseded data were derived.
 ML0102
 ML0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM616245(NAD 83)
 ML0102_MARKER: DB = BENCH MARK DISK
 ML0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0102_STAMPING: B 313 1950
 ML0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0102+STABILITY: SURFACE MOTION
 ML0102
 ML0102  HISTORY     - Date     Condition        Report By
 ML0102  HISTORY     - 1950     MONUMENTED       CGS
 ML0102
 ML0102                          STATION DESCRIPTION
 ML0102
 ML0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0102'9.7 MI W FROM LORETTO.
 ML0102'1.25 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0102'LORETTO, THENCE 8.45 MILES WEST ALONG A SAND ROAD, AT A ROAD
 ML0102'INTERSECTION, 0.1 MILE EAST OF A FARMHOUSE WHICH IS ON THE NORTH
 ML0102'SIDE OF THE ROAD, 74 FEET SOUTH OF THE CENTER LINE OF AN EAST
 ML0102'AND WEST ROAD, 31 FEET SOUTH OF THE CENTER OF A GATE, 25 FEET
 ML0102'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1.3 FEET
 ML0102'WEST OF A FENCE, 2.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 ML0102'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0940 ***********************************************************************
 ML0940  DESIGNATION -  B 314
 ML0940  PID         -  ML0940
 ML0940  STATE/COUNTY-  NE/BLAINE
 ML0940  USGS QUAD   -  BREWSTER SW (1974)
 ML0940
 ML0940                         *CURRENT SURVEY CONTROL
 ML0940  ___________________________________________________________________
 ML0940* NAD 83(1986)-  41 48 43.     (N)    099 59 44.     (W)     SCALED    
 ML0940* NAVD 88     -       795.562  (meters)    2610.11   (feet)  ADJUSTED  
 ML0940  ___________________________________________________________________
 ML0940  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 ML0940  DYNAMIC HT  -         795.157 (meters)    2608.78  (feet)  COMP
 ML0940  MODELED GRAV-     980,087.5   (mgal)                       NAVD 88
 ML0940
 ML0940  VERT ORDER  -  SECOND    CLASS 0
 ML0940
 ML0940.The horizontal coordinates were scaled from a topographic map and have
 ML0940.an estimated accuracy of +/- 6 seconds.
 ML0940
 ML0940.The orthometric height was determined by differential leveling
 ML0940.and adjusted by the National Geodetic Survey in June 1991..
 ML0940
 ML0940.The geoid height was determined by GEOID03.
 ML0940
 ML0940.The dynamic height is computed by dividing the NAVD 88
 ML0940.geopotential number by the normal gravity value computed on the
 ML0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0940.degrees latitude (g = 980.6199 gals.).
 ML0940
 ML0940.The modeled gravity was interpolated from observed gravity values.
 ML0940
 ML0940;                    North         East    Units  Estimated Accuracy
 ML0940;SPC NE       -   219,680.      500,370.      MT  (+/- 180 meters Scaled)
 ML0940
 ML0940                          SUPERSEDED SURVEY CONTROL
 ML0940
 ML0940  NGVD 29 (??/??/92)  795.273  (m)         2609.16   (f) ADJ UNCH    2 0
 ML0940
 ML0940.Superseded values are not recommended for survey control.
 ML0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0940.See file dsdata.txt to determine how the superseded data were derived.
 ML0940
 ML0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM173293(NAD 83)
 ML0940_MARKER: DB = BENCH MARK DISK
 ML0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0940_STAMPING: B 314 1950
 ML0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0940+STABILITY: SURFACE MOTION
 ML0940
 ML0940  HISTORY     - Date     Condition        Report By
 ML0940  HISTORY     - 1950     MONUMENTED       CGS
 ML0940
 ML0940                          STATION DESCRIPTION
 ML0940
 ML0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0940'6.4 MI E FROM DUNNING.
 ML0940'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0940'RAILROAD FROM THE STATION AT DUNNING, THENCE 3.3 MILES EAST ALONG
 ML0940'A WINDING SAND ROAD, THENCE 1.0 MILE EAST ALONG A TELEPHONE
 ML0940'LINE, THENCE 1.0 MILE EAST ALONG A SAND ROAD, AT A CATTLE GUARD,
 ML0940'31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25 FEET NORTHWEST
 ML0940'OF THE CENTER OF THE CATTLE GUARD, 18 FEET WEST OF A FENCE
 ML0940'CORNER, 4.5 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A
 ML0940'FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0940'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0552 ***********************************************************************
 LH0552  DESIGNATION -  B 315
 LH0552  PID         -  LH0552
 LH0552  STATE/COUNTY-  NE/BUFFALO
 LH0552  USGS QUAD   -  ALFALFA CENTER (1974)
 LH0552
 LH0552                         *CURRENT SURVEY CONTROL
 LH0552  ___________________________________________________________________
 LH0552* NAD 83(1986)-  40 42 50.     (N)    099 14 09.     (W)     SCALED    
 LH0552* NAVD 88     -       695.720  (meters)    2282.54   (feet)  ADJUSTED  
 LH0552  ___________________________________________________________________
 LH0552  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 LH0552  DYNAMIC HT  -         695.323 (meters)    2281.24  (feet)  COMP
 LH0552  MODELED GRAV-     980,030.1   (mgal)                       NAVD 88
 LH0552
 LH0552  VERT ORDER  -  SECOND    CLASS 0
 LH0552
 LH0552.The horizontal coordinates were scaled from a topographic map and have
 LH0552.an estimated accuracy of +/- 6 seconds.
 LH0552
 LH0552.The orthometric height was determined by differential leveling
 LH0552.and adjusted by the National Geodetic Survey in June 1991..
 LH0552
 LH0552.The geoid height was determined by GEOID03.
 LH0552
 LH0552.The dynamic height is computed by dividing the NAVD 88
 LH0552.geopotential number by the normal gravity value computed on the
 LH0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0552.degrees latitude (g = 980.6199 gals.).
 LH0552
 LH0552.The modeled gravity was interpolated from observed gravity values.
 LH0552
 LH0552;                    North         East    Units  Estimated Accuracy
 LH0552;SPC NE       -    98,050.      564,550.      MT  (+/- 180 meters Scaled)
 LH0552
 LH0552                          SUPERSEDED SURVEY CONTROL
 LH0552
 LH0552  NGVD 29 (??/??/92)  695.468  (m)         2281.71   (f) ADJ UNCH    2 0
 LH0552
 LH0552.Superseded values are not recommended for survey control.
 LH0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0552.See file dsdata.txt to determine how the superseded data were derived.
 LH0552
 LH0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML800070(NAD 83)
 LH0552_MARKER: DB = BENCH MARK DISK
 LH0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0552_STAMPING: B 315 1950
 LH0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0552+STABILITY: SURFACE MOTION
 LH0552
 LH0552  HISTORY     - Date     Condition        Report By
 LH0552  HISTORY     - 1950     MONUMENTED       CGS
 LH0552
 LH0552                          STATION DESCRIPTION
 LH0552
 LH0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0552'2.1 MI NE FROM ODESSA.
 LH0552'1.0 MILE EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0552'AT ODESSA, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD, AT THE
 LH0552'JUNCTION OF A DIRT ROAD LEADING WEST, AND ON THE SOUTH SLOPE
 LH0552'OF A HILL, 49 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 LH0552'WEST, 46 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 LH0552'NORTH, 12.8 FEET SOUTH OF A 4-INCH PIPE MARKING A GAS LINE,
 LH0552'1.4 FEET EAST OF A FENCE LINE, 1.4 FEET SOUTH OF A REFERENCE
 LH0552'POST, AND SET IN THE TOP OF A 5 FOOT CONCRETE POST PROJECTING
 LH0552'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0821 ***********************************************************************
 ML0821  DESIGNATION -  B 316 RESET
 ML0821  PID         -  ML0821
 ML0821  STATE/COUNTY-  NE/DAWSON
 ML0821  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0821
 ML0821                         *CURRENT SURVEY CONTROL
 ML0821  ___________________________________________________________________
 ML0821* NAD 83(1986)-  41 00 09.     (N)    099 39 32.     (W)     SCALED    
 ML0821* NAVD 88     -       770.17   (meters)    2526.8    (feet)  RESET     
 ML0821  ___________________________________________________________________
 ML0821  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 ML0821
 ML0821  VERT ORDER  -  THIRD
 ML0821
 ML0821.The horizontal coordinates were scaled from a topographic map and have
 ML0821.an estimated accuracy of +/- 6 seconds.
 ML0821
 ML0821.The orthometric height was computed from unverified reset data.
 ML0821.No vertical observational check was made to the station.
 ML0821
 ML0821.The geoid height was determined by GEOID03.
 ML0821
 ML0821;                    North         East    Units  Estimated Accuracy
 ML0821;SPC NE       -   129,870.      528,690.      MT  (+/- 180 meters Scaled)
 ML0821
 ML0821                          SUPERSEDED SURVEY CONTROL
 ML0821
 ML0821  NGVD 29 (08/02/06)  769.89   (m)         2525.9    (f) RESET       3  
 ML0821
 ML0821.Superseded values are not recommended for survey control.
 ML0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0821.See file dsdata.txt to determine how the superseded data were derived.
 ML0821
 ML0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML445392(NAD 83)
 ML0821_MARKER: DB = BENCH MARK DISK
 ML0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0821_STAMPING: B 316 RESET 1974
 ML0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0821+STABILITY: SURFACE MOTION
 ML0821
 ML0821  HISTORY     - Date     Condition        Report By
 ML0821  HISTORY     - 1974     MONUMENTED       BLM
 ML0821
 ML0821                          STATION DESCRIPTION
 ML0821
 ML0821'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1974
 ML0821'0.5 MI S FROM EDDYVILLE.
 ML0821'0.5 MILE SOUTH ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0821'POST OFFICE AT EDDYVILLE, THENCE 1.85 MILES WEST ALONG A
 ML0821'GRAVELED ROAD, ON THE WEST SLOPE OF A HILL, ABOUT 200 FEET
 ML0821'EAST OF THE CENTER LINE OF A TRAIL ROAD LEADING SOUTHEAST
 ML0821'THROUGH AN ALFALFA FIELD, 68 FEET SOUTH OF THE CENTERLINE
 ML0821'OF THE GRAVEL ROAD, 1 FOOT NORTH OF A FENCE LINE, 1 FOOT EAST
 ML0821'OF A FENCE POST, SET IN THE TOP OF A 4 FOOT CONCRETE POST
 ML0821'PROJECTING 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0805 ***********************************************************************
 ML0805  DESIGNATION -  B 318
 ML0805  PID         -  ML0805
 ML0805  STATE/COUNTY-  NE/CUSTER
 ML0805  USGS QUAD   -  CALLAWAY NW (1951)
 ML0805
 ML0805                         *CURRENT SURVEY CONTROL
 ML0805  ___________________________________________________________________
 ML0805* NAD 83(1986)-  41 28 01.     (N)    099 56 35.     (W)     SCALED    
 ML0805* NAVD 88     -       906.641  (meters)    2974.54   (feet)  ADJUSTED  
 ML0805  ___________________________________________________________________
 ML0805  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 ML0805  DYNAMIC HT  -         906.147 (meters)    2972.92  (feet)  COMP
 ML0805  MODELED GRAV-     980,047.0   (mgal)                       NAVD 88
 ML0805
 ML0805  VERT ORDER  -  SECOND    CLASS 0
 ML0805
 ML0805.The horizontal coordinates were scaled from a topographic map and have
 ML0805.an estimated accuracy of +/- 6 seconds.
 ML0805
 ML0805.The orthometric height was determined by differential leveling
 ML0805.and adjusted by the National Geodetic Survey in June 1991..
 ML0805
 ML0805.The geoid height was determined by GEOID03.
 ML0805
 ML0805.The dynamic height is computed by dividing the NAVD 88
 ML0805.geopotential number by the normal gravity value computed on the
 ML0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0805.degrees latitude (g = 980.6199 gals.).
 ML0805
 ML0805.The modeled gravity was interpolated from observed gravity values.
 ML0805
 ML0805;                    North         East    Units  Estimated Accuracy
 ML0805;SPC NE       -   181,370.      504,760.      MT  (+/- 180 meters Scaled)
 ML0805
 ML0805                          SUPERSEDED SURVEY CONTROL
 ML0805
 ML0805  NGVD 29 (??/??/92)  906.390  (m)         2973.71   (f) ADJ UNCH    2 0
 ML0805
 ML0805.Superseded values are not recommended for survey control.
 ML0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0805.See file dsdata.txt to determine how the superseded data were derived.
 ML0805
 ML0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML212910(NAD 83)
 ML0805_MARKER: DB = BENCH MARK DISK
 ML0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0805_STAMPING: B 318 1950
 ML0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0805+STABILITY: SURFACE MOTION
 ML0805
 ML0805  HISTORY     - Date     Condition        Report By
 ML0805  HISTORY     - 1950     MONUMENTED       CGS
 ML0805
 ML0805                          STATION DESCRIPTION
 ML0805
 ML0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0805'10.9 MI W FROM MERNA.
 ML0805'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0805'MERNA, THENCE 0.2 MILE SOUTH ALONG STATE HIGHWAY 2, THENCE 9.2
 ML0805'MILES WEST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92, THENCE
 ML0805'1.0 MILE SOUTH ALONG A DIRT ROAD, AT THE NORTH EDGE OF A GROVE
 ML0805'OF TREES WHICH SURROUND A LARGE WHITE HOUSE, 264 FEET NORTH OF
 ML0805'THE CENTER OF A ROAD INTERSECTION, 40 FEET EAST OF THE CENTER
 ML0805'LINE OF THE DIRT ROAD, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 ML0805'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0911 ***********************************************************************
 ML0911  DESIGNATION -  B 319
 ML0911  PID         -  ML0911
 ML0911  STATE/COUNTY-  NE/CUSTER
 ML0911  USGS QUAD   -  MILBURN (1978)
 ML0911
 ML0911                         *CURRENT SURVEY CONTROL
 ML0911  ___________________________________________________________________
 ML0911* NAD 83(1986)-  41 42 20.     (N)    099 42 09.     (W)     SCALED    
 ML0911* NAVD 88     -       759.467  (meters)    2491.68   (feet)  ADJUSTED  
 ML0911  ___________________________________________________________________
 ML0911  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 ML0911  DYNAMIC HT  -         759.078 (meters)    2490.41  (feet)  COMP
 ML0911  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 ML0911
 ML0911  VERT ORDER  -  SECOND    CLASS 0
 ML0911
 ML0911.The horizontal coordinates were scaled from a topographic map and have
 ML0911.an estimated accuracy of +/- 6 seconds.
 ML0911
 ML0911.The orthometric height was determined by differential leveling
 ML0911.and adjusted by the National Geodetic Survey in June 1991..
 ML0911
 ML0911.The geoid height was determined by GEOID03.
 ML0911
 ML0911.The dynamic height is computed by dividing the NAVD 88
 ML0911.geopotential number by the normal gravity value computed on the
 ML0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0911.degrees latitude (g = 980.6199 gals.).
 ML0911
 ML0911.The modeled gravity was interpolated from observed gravity values.
 ML0911
 ML0911;                    North         East    Units  Estimated Accuracy
 ML0911;SPC NE       -   207,910.      524,750.      MT  (+/- 180 meters Scaled)
 ML0911
 ML0911                          SUPERSEDED SURVEY CONTROL
 ML0911
 ML0911  NGVD 29 (??/??/92)  759.184  (m)         2490.76   (f) ADJ UNCH    2 0
 ML0911
 ML0911.Superseded values are not recommended for survey control.
 ML0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0911.See file dsdata.txt to determine how the superseded data were derived.
 ML0911
 ML0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM415173(NAD 83)
 ML0911_MARKER: DB = BENCH MARK DISK
 ML0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0911_STAMPING: B 319 1950
 ML0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0911+STABILITY: SURFACE MOTION
 ML0911
 ML0911  HISTORY     - Date     Condition        Report By
 ML0911  HISTORY     - 1950     MONUMENTED       CGS
 ML0911  HISTORY     - 1984     GOOD             LOCSUR
 ML0911
 ML0911                          STATION DESCRIPTION
 ML0911
 ML0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0911'2.4 MI SE FROM MILBURN.
 ML0911'0.5 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT MILBURN,
 ML0911'THENCE 0.45 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE EAST
 ML0911'ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, AT
 ML0911'A ROAD INTERSECTION, 87 FEET WEST OF THE WEST END OF A GROVE OF
 ML0911'TREES, 95 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 ML0911'WEST, 51 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 ML0911'12 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST, SET IN
 ML0911'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0911
 ML0911                          STATION RECOVERY (1984)
 ML0911
 ML0911'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0911'PLACED WITNESS POST 1' WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0262 ***********************************************************************
 MM0262  DESIGNATION -  B 32
 MM0262  PID         -  MM0262
 MM0262  STATE/COUNTY-  NE/GRANT
 MM0262  USGS QUAD   -  SPRING VALLEY (1985)
 MM0262
 MM0262                         *CURRENT SURVEY CONTROL
 MM0262  ___________________________________________________________________
 MM0262* NAD 83(1986)-  41 47 29.     (N)    101 42 30.     (W)     SCALED    
 MM0262* NAVD 88     -      1119.558  (meters)    3673.08   (feet)  ADJUSTED  
 MM0262  ___________________________________________________________________
 MM0262  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 MM0262  DYNAMIC HT  -        1118.919 (meters)    3670.99  (feet)  COMP
 MM0262  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 MM0262
 MM0262  VERT ORDER  -  SECOND    CLASS 0
 MM0262
 MM0262.The horizontal coordinates were scaled from a topographic map and have
 MM0262.an estimated accuracy of +/- 6 seconds.
 MM0262
 MM0262.The orthometric height was determined by differential leveling
 MM0262.and adjusted by the National Geodetic Survey in June 1991..
 MM0262
 MM0262.The geoid height was determined by GEOID03.
 MM0262
 MM0262.The dynamic height is computed by dividing the NAVD 88
 MM0262.geopotential number by the normal gravity value computed on the
 MM0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0262.degrees latitude (g = 980.6199 gals.).
 MM0262
 MM0262.The modeled gravity was interpolated from observed gravity values.
 MM0262
 MM0262;                    North         East    Units  Estimated Accuracy
 MM0262;SPC NE       -   218,800.      358,060.      MT  (+/- 180 meters Scaled)
 MM0262
 MM0262                          SUPERSEDED SURVEY CONTROL
 MM0262
 MM0262  NGVD 29 (??/??/92) 1119.096  (m)         3671.57   (f) ADJ UNCH    2 0
 MM0262
 MM0262.Superseded values are not recommended for survey control.
 MM0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0262.See file dsdata.txt to determine how the superseded data were derived.
 MM0262
 MM0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM749301(NAD 83)
 MM0262_MARKER: DB = BENCH MARK DISK
 MM0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0262_STAMPING: B 32 1934
 MM0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0262+STABILITY: SURFACE MOTION
 MM0262
 MM0262  HISTORY     - Date     Condition        Report By
 MM0262  HISTORY     - 1934     MONUMENTED       CGS
 MM0262  HISTORY     - 1984     GOOD             USGS
 MM0262
 MM0262                          STATION DESCRIPTION
 MM0262
 MM0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0262'19.3 MI SE FROM HAYANNIS.
 MM0262'19.3 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0262'COUNTY, 300 YARDS NORTHEAST OVER A HILL FROM A WHITE SCHOOLHOUSE,
 MM0262'AND 65 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 MM0262'DISK, STAMPED B 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0262
 MM0262                          STATION RECOVERY (1984)
 MM0262
 MM0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0262'HYANNIS, ABOUT 14.3 MILES SOUTH AND 2.5 MILES EAST OF, T. 21 N., R .
 MM0262'38 W., ABOUT 500 FEET SOUTH OF THE CENTER OF SECTION 15, ABOUT 1000
 MM0262'FEET NORTH OF A WINDMILL, 68 FEET NORTH AND 127 FEET EAST OF A
 MM0262'Y-TRAIL NORTH NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0835 ***********************************************************************
 LH0835  DESIGNATION -  B 320 RESET
 LH0835  PID         -  LH0835
 LH0835  STATE/COUNTY-  NE/DAWSON
 LH0835  USGS QUAD   -  LEXINGTON WEST (1983)
 LH0835
 LH0835                         *CURRENT SURVEY CONTROL
 LH0835  ___________________________________________________________________
 LH0835* NAD 83(1986)-  40 51 33.     (N)    099 47 12.     (W)     SCALED    
 LH0835* NAVD 88     -       743.98   (meters)    2440.9    (feet)  RESET     
 LH0835  ___________________________________________________________________
 LH0835  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 LH0835
 LH0835  VERT ORDER  -  THIRD
 LH0835
 LH0835.The horizontal coordinates were scaled from a topographic map and have
 LH0835.an estimated accuracy of +/- 6 seconds.
 LH0835
 LH0835.The orthometric height was computed from unverified reset data.
 LH0835
 LH0835.The geoid height was determined by GEOID03.
 LH0835
 LH0835;                    North         East    Units  Estimated Accuracy
 LH0835;SPC NE       -   113,920.      517,980.      MT  (+/- 180 meters Scaled)
 LH0835
 LH0835                          SUPERSEDED SURVEY CONTROL
 LH0835
 LH0835  NGVD 29 (??/??/??)  743.69   (m)         2439.9    (f) RESET       3  
 LH0835
 LH0835.Superseded values are not recommended for survey control.
 LH0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0835.See file dsdata.txt to determine how the superseded data were derived.
 LH0835
 LH0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML336234(NAD 83)
 LH0835_MARKER: DB = BENCH MARK DISK
 LH0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0835_STAMPING: B 320 RESET 1958
 LH0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0835+STABILITY: SURFACE MOTION
 LH0835
 LH0835  HISTORY     - Date     Condition        Report By
 LH0835  HISTORY     - 1958     MONUMENTED       LOCENG
 LH0835
 LH0835                          STATION DESCRIPTION
 LH0835
 LH0835'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 LH0835'7.8 MI NW FROM LEXINGTON.
 LH0835'0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0835'RAILROAD STATION AT LEXINGTON, THENCE 5.5 MILES NORTH ALONG
 LH0835'STATE HIGHWAY 21, THENCE 2 MILES WEST ALONG A GRAVELED ROAD,
 LH0835'150 FEET SOUTH AND 33 FEET EAST OF THE NORTHWEST CORNER OF SEC.
 LH0835'12, T 10 N, R 22 W OF THE 6TH PM, 7 FEET NORTH OF A POWER POLE,
 LH0835'18 INCHES NORTH OF A 4 IN X 4 IN POST AND SET IN THE TOP OF A
 LH0835'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0814 ***********************************************************************
 ML0814  DESIGNATION -  B 322
 ML0814  PID         -  ML0814
 ML0814  STATE/COUNTY-  NE/CUSTER
 ML0814  USGS QUAD   -  CALLAWAY (1978)
 ML0814
 ML0814                         *CURRENT SURVEY CONTROL
 ML0814  ___________________________________________________________________
 ML0814* NAD 83(1986)-  41 20 19.     (N)    099 55 19.     (W)     SCALED    
 ML0814* NAVD 88     -       829.976  (meters)    2723.01   (feet)  ADJUSTED  
 ML0814  ___________________________________________________________________
 ML0814  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 ML0814  DYNAMIC HT  -         829.529 (meters)    2721.55  (feet)  COMP
 ML0814  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 ML0814
 ML0814  VERT ORDER  -  SECOND    CLASS 0
 ML0814
 ML0814.The horizontal coordinates were scaled from a topographic map and have
 ML0814.an estimated accuracy of +/- 6 seconds.
 ML0814
 ML0814.The orthometric height was determined by differential leveling
 ML0814.and adjusted by the National Geodetic Survey in June 1991..
 ML0814
 ML0814.The geoid height was determined by GEOID03.
 ML0814
 ML0814.The dynamic height is computed by dividing the NAVD 88
 ML0814.geopotential number by the normal gravity value computed on the
 ML0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0814.degrees latitude (g = 980.6199 gals.).
 ML0814
 ML0814.The modeled gravity was interpolated from observed gravity values.
 ML0814
 ML0814;                    North         East    Units  Estimated Accuracy
 ML0814;SPC NE       -   167,130.      506,530.      MT  (+/- 180 meters Scaled)
 ML0814
 ML0814                          SUPERSEDED SURVEY CONTROL
 ML0814
 ML0814  NGVD 29 (??/??/92)  829.728  (m)         2722.20   (f) ADJ UNCH    2 0
 ML0814
 ML0814.Superseded values are not recommended for survey control.
 ML0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0814.See file dsdata.txt to determine how the superseded data were derived.
 ML0814
 ML0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML228767(NAD 83)
 ML0814_MARKER: DB = BENCH MARK DISK
 ML0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0814_STAMPING: B 322 1950
 ML0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0814+STABILITY: SURFACE MOTION
 ML0814
 ML0814  HISTORY     - Date     Condition        Report By
 ML0814  HISTORY     - 1950     MONUMENTED       CGS
 ML0814
 ML0814                          STATION DESCRIPTION
 ML0814
 ML0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0814'3.7 MI N FROM CALLAWAY.
 ML0814'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0814'RAILROAD STATION AT CALLAWAY, THENCE 1.5 MILES NORTH ALONG A
 ML0814'GRAVELED ROAD, THENCE 1.0 MILE NORTHEAST ALONG A WINDING GRAVELED
 ML0814'ROAD, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, AT THE FARM
 ML0814'HOME OF OCAR BONDE, 157 FEET WEST OF THE CENTER LINE OF THE
 ML0814'ROAD, 55 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE,
 ML0814'8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 25 FEET
 ML0814'WEST OF THE CENTER OF A GATE, 3.4 FEET WEST OF A POWER POLE,
 ML0814'1.2 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 ML0814'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0681 ***********************************************************************
 ML0681  DESIGNATION -  B 323
 ML0681  PID         -  ML0681
 ML0681  STATE/COUNTY-  NE/VALLEY
 ML0681  USGS QUAD   -  ARCADIA WEST (1978)
 ML0681
 ML0681                         *CURRENT SURVEY CONTROL
 ML0681  ___________________________________________________________________
 ML0681* NAD 83(1986)-  41 26 39.     (N)    099 08 49.     (W)     SCALED    
 ML0681* NAVD 88     -       666.623  (meters)    2187.08   (feet)  ADJUSTED  
 ML0681  ___________________________________________________________________
 ML0681  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ML0681  DYNAMIC HT  -         666.288 (meters)    2185.98  (feet)  COMP
 ML0681  MODELED GRAV-     980,098.6   (mgal)                       NAVD 88
 ML0681
 ML0681  VERT ORDER  -  FIRST     CLASS II
 ML0681
 ML0681.The horizontal coordinates were scaled from a topographic map and have
 ML0681.an estimated accuracy of +/- 6 seconds.
 ML0681
 ML0681.The orthometric height was determined by differential leveling
 ML0681.and adjusted by the National Geodetic Survey in June 1991..
 ML0681
 ML0681.The geoid height was determined by GEOID03.
 ML0681
 ML0681.The dynamic height is computed by dividing the NAVD 88
 ML0681.geopotential number by the normal gravity value computed on the
 ML0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0681.degrees latitude (g = 980.6199 gals.).
 ML0681
 ML0681.The modeled gravity was interpolated from observed gravity values.
 ML0681
 ML0681;                    North         East    Units  Estimated Accuracy
 ML0681;SPC NE       -   179,200.      571,260.      MT  (+/- 180 meters Scaled)
 ML0681
 ML0681                          SUPERSEDED SURVEY CONTROL
 ML0681
 ML0681  NGVD 29 (??/??/92)  666.376  (m)         2186.27   (f) ADJ UNCH    1 2
 ML0681
 ML0681.Superseded values are not recommended for survey control.
 ML0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0681.See file dsdata.txt to determine how the superseded data were derived.
 ML0681
 ML0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML877880(NAD 83)
 ML0681_MARKER: DB = BENCH MARK DISK
 ML0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0681_STAMPING: B 323 1950
 ML0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0681+STABILITY: SURFACE MOTION
 ML0681
 ML0681  HISTORY     - Date     Condition        Report By
 ML0681  HISTORY     - 1950     MONUMENTED       CGS
 ML0681
 ML0681                          STATION DESCRIPTION
 ML0681
 ML0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0681'1.3 MI NW FROM ARCADIA.
 ML0681'1.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0681'RAILROAD FROM THE STATION AT ARCADIA, 60 FEET SOUTHWEST OF
 ML0681'MILEPOST 55, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 30 FEET
 ML0681'NORTHWEST OF THE CENTER OF A GATE, 6 FEET SOUTHEAST OF A
 ML0681'TELEGRAPH POLE, 2 FEET NORTHEAST OF A FENCE, 1.4 FEET NORTHWEST
 ML0681'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0681'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0947 ***********************************************************************
 ML0947  DESIGNATION -  B 324
 ML0947  PID         -  ML0947
 ML0947  STATE/COUNTY-  NE/BLAINE
 ML0947  USGS QUAD   -  ALMERIA NW (1978)
 ML0947
 ML0947                         *CURRENT SURVEY CONTROL
 ML0947  ___________________________________________________________________
 ML0947* NAD 83(1986)-  41 55 17.     (N)    099 42 20.     (W)     SCALED    
 ML0947* NAVD 88     -       738.899  (meters)    2424.20   (feet)  ADJUSTED  
 ML0947  ___________________________________________________________________
 ML0947  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 ML0947  DYNAMIC HT  -         738.545 (meters)    2423.04  (feet)  COMP
 ML0947  MODELED GRAV-     980,119.7   (mgal)                       NAVD 88
 ML0947
 ML0947  VERT ORDER  -  SECOND    CLASS 0
 ML0947
 ML0947.The horizontal coordinates were scaled from a topographic map and have
 ML0947.an estimated accuracy of +/- 6 seconds.
 ML0947
 ML0947.The orthometric height was determined by differential leveling
 ML0947.and adjusted by the National Geodetic Survey in June 1991..
 ML0947
 ML0947.The geoid height was determined by GEOID03.
 ML0947
 ML0947.The dynamic height is computed by dividing the NAVD 88
 ML0947.geopotential number by the normal gravity value computed on the
 ML0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0947.degrees latitude (g = 980.6199 gals.).
 ML0947
 ML0947.The modeled gravity was interpolated from observed gravity values.
 ML0947
 ML0947;                    North         East    Units  Estimated Accuracy
 ML0947;SPC NE       -   231,870.      524,420.      MT  (+/- 180 meters Scaled)
 ML0947
 ML0947                          SUPERSEDED SURVEY CONTROL
 ML0947
 ML0947  NGVD 29 (??/??/92)  738.626  (m)         2423.31   (f) ADJ UNCH    2 0
 ML0947
 ML0947.Superseded values are not recommended for survey control.
 ML0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0947.See file dsdata.txt to determine how the superseded data were derived.
 ML0947
 ML0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM414412(NAD 83)
 ML0947_MARKER: DB = BENCH MARK DISK
 ML0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0947_STAMPING: B 324 1950
 ML0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0947+STABILITY: SURFACE MOTION
 ML0947
 ML0947  HISTORY     - Date     Condition        Report By
 ML0947  HISTORY     - 1950     MONUMENTED       CGS
 ML0947
 ML0947                          STATION DESCRIPTION
 ML0947
 ML0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0947'9.2 MI E FROM BREWSTER.
 ML0947'8.7 MILES EAST ALONG STATE HIGHWAY 91 FROM THE COURTHOUSE AT
 ML0947'BREWSTER, THENCE 0.5 MILE SOUTH ALONG A SAND ROAD, AT A T ROAD
 ML0947'JUNCTION, 0.1 MILE SOUTH OF A WOODEN BRIDGE OVER THE NORTH
 ML0947'LOUP RIVER, ON THE EXTENDED CENTER LINE OF A ROAD LEADING WEST,
 ML0947'37 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 18 FEET
 ML0947'NORTH OF A TELEPHONE POLE, 1.2 FEET WEST OF A FENCE, 2.1 FEET SOUTH
 ML0947'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0947'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1498 ***********************************************************************
 MK1498  DESIGNATION -  B 326
 MK1498  PID         -  MK1498
 MK1498  STATE/COUNTY-  NE/POLK
 MK1498  USGS QUAD   -  STROMSBURG (1965)
 MK1498
 MK1498                         *CURRENT SURVEY CONTROL
 MK1498  ___________________________________________________________________
 MK1498* NAD 83(1986)-  41 07 09.     (N)    097 35 54.     (W)     SCALED    
 MK1498* NAVD 88     -       513.155  (meters)    1683.58   (feet)  ADJUSTED  
 MK1498  ___________________________________________________________________
 MK1498  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 MK1498  DYNAMIC HT  -         512.902 (meters)    1682.75  (feet)  COMP
 MK1498  MODELED GRAV-     980,115.6   (mgal)                       NAVD 88
 MK1498
 MK1498  VERT ORDER  -  SECOND    CLASS 0
 MK1498
 MK1498.The horizontal coordinates were scaled from a topographic map and have
 MK1498.an estimated accuracy of +/- 6 seconds.
 MK1498
 MK1498.The orthometric height was determined by differential leveling
 MK1498.and adjusted by the National Geodetic Survey in June 1991..
 MK1498
 MK1498.The geoid height was determined by GEOID03.
 MK1498
 MK1498.The dynamic height is computed by dividing the NAVD 88
 MK1498.geopotential number by the normal gravity value computed on the
 MK1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1498.degrees latitude (g = 980.6199 gals.).
 MK1498
 MK1498.The modeled gravity was interpolated from observed gravity values.
 MK1498
 MK1498;                    North         East    Units  Estimated Accuracy
 MK1498;SPC NE       -   145,560.      701,610.      MT  (+/- 180 meters Scaled)
 MK1498
 MK1498                          SUPERSEDED SURVEY CONTROL
 MK1498
 MK1498  NGVD 29 (??/??/92)  512.952  (m)         1682.91   (f) ADJ UNCH    2 0
 MK1498
 MK1498.Superseded values are not recommended for survey control.
 MK1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1498.See file dsdata.txt to determine how the superseded data were derived.
 MK1498
 MK1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL176529(NAD 83)
 MK1498_MARKER: DB = BENCH MARK DISK
 MK1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1498_STAMPING: B 326 1950
 MK1498_MARK LOGO: CGS   
 MK1498_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1498+STABILITY: SURFACE MOTION
 MK1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1498+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1997
 MK1498
 MK1498  HISTORY     - Date     Condition        Report By
 MK1498  HISTORY     - 1950     MONUMENTED       CGS
 MK1498  HISTORY     - 19971001 GOOD             NEDR
 MK1498
 MK1498                          STATION DESCRIPTION
 MK1498
 MK1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1498'AT STROMSBURG.
 MK1498'AT STROMSBURG, 0.4 MILE NORTH ALONG U.S. HIGHWAY 81 FROM THE
 MK1498'POST OFFICE, AT A ROAD INTERSECTION, 55.7 FEET NORTHEAST OF A
 MK1498'FIRE HYDRANT WHICH IS ON THE WEST SIDE OF THE HIGHWAY, 32 FEET
 MK1498'EAST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET NORTH OF THE
 MK1498'CENTER LINE OF AN EAST AND WEST STREET, 6 FEET NORTHEAST OF A
 MK1498'TELEPHONE POLE, 5 FEET NORTHWEST OF A WALNUT TREE, SET IN THE
 MK1498'TOP OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE
 MK1498'GROUND.
 MK1498
 MK1498                          STATION RECOVERY (1997)
 MK1498
 MK1498'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 MK1498'RECOVERED IN GOOD CONDITION, IN STROMSBURG, AT THE INTERSECTION OF
 MK1498'U.S.  HIGHWAY 81 WITH NINTH STREET, 371 FT (113.1 M) SOUTH OF HIGHWAY
 MK1498'MILE MARKER 79, 34.05 M (111.71 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 MK1498'CORNER OF A HOUSE, 22.28 M (73.10 FT) EAST-NORTHEAST OF THE TOP OF A
 MK1498'FIRE HYDRANT, 11.96 M (39.24 FT) NORTH OF THE CENTERLINE OF 9TH
 MK1498'STREET, 9.20 M (30.18 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 5.55
 MK1498'M (18.21 FT) NORTH OF A CHISELED X ON TOP OF A GAS VALVE, 2.03 M (6.66
 MK1498'FT) EAST-SOUTHEAST OF A NAIL IN A UTILITY POLE AND SET INTO THE TOP OF
 MK1498'A SQUARE CONCRETE POST THAT IS RECESSED 6 CM BELOW THE GROUND SURFACE.
 MK1498'THE MARK IS SUITABLE FOR GPS SURVEYS, WITH PLANNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1494 ***********************************************************************
 MK1494  DESIGNATION -  B 327
 MK1494  PID         -  MK1494
 MK1494  STATE/COUNTY-  NE/POLK
 MK1494  USGS QUAD   -  SILVER CREEK (1958)
 MK1494
 MK1494                         *CURRENT SURVEY CONTROL
 MK1494  ___________________________________________________________________
 MK1494* NAD 83(1986)-  41 15 52.     (N)    097 39 19.     (W)     SCALED    
 MK1494* NAVD 88     -       474.271  (meters)    1556.00   (feet)  ADJUSTED  
 MK1494  ___________________________________________________________________
 MK1494  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 MK1494  DYNAMIC HT  -         474.048 (meters)    1555.27  (feet)  COMP
 MK1494  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 MK1494
 MK1494  VERT ORDER  -  SECOND    CLASS 0
 MK1494
 MK1494.The horizontal coordinates were scaled from a topographic map and have
 MK1494.an estimated accuracy of +/- 6 seconds.
 MK1494
 MK1494.The orthometric height was determined by differential leveling
 MK1494.and adjusted by the National Geodetic Survey in June 1991..
 MK1494
 MK1494.The geoid height was determined by GEOID03.
 MK1494
 MK1494.The dynamic height is computed by dividing the NAVD 88
 MK1494.geopotential number by the normal gravity value computed on the
 MK1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1494.degrees latitude (g = 980.6199 gals.).
 MK1494
 MK1494.The modeled gravity was interpolated from observed gravity values.
 MK1494
 MK1494;                    North         East    Units  Estimated Accuracy
 MK1494;SPC NE       -   161,550.      696,390.      MT  (+/- 180 meters Scaled)
 MK1494
 MK1494                          SUPERSEDED SURVEY CONTROL
 MK1494
 MK1494  NGVD 29 (??/??/92)  474.070  (m)         1555.34   (f) ADJ UNCH    2 0
 MK1494
 MK1494.Superseded values are not recommended for survey control.
 MK1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1494.See file dsdata.txt to determine how the superseded data were derived.
 MK1494
 MK1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL126689(NAD 83)
 MK1494_MARKER: DB = BENCH MARK DISK
 MK1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1494_STAMPING: B 327 1950
 MK1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1494+STABILITY: SURFACE MOTION
 MK1494
 MK1494  HISTORY     - Date     Condition        Report By
 MK1494  HISTORY     - 1950     MONUMENTED       CGS
 MK1494  HISTORY     - 1969     GOOD             NGS
 MK1494
 MK1494                          STATION DESCRIPTION
 MK1494
 MK1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1494'3.6 MI S FROM SILVER CREEK.
 MK1494'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1494'AT SILVER CREEK, AT A ROAD INTERSECTION, 151 FEET EAST OF THE
 MK1494'CENTER LINE OF THE HIGHWAY, 35 FEET NORTH OF THE CENTER LINE
 MK1494'OF AN EAST AND WEST ROAD, 18 FEET EAST OF THE CENTER OF A WIRE
 MK1494'GATE, 1.6 FEET NORTH OF A FENCE, 2.7 FEET NORTHEAST OF A WITNESS
 MK1494'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 MK1494'FOOT ABOVE THE GROUND.
 MK1494
 MK1494                          STATION RECOVERY (1969)
 MK1494
 MK1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MK1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0676 ***********************************************************************
 ML0676  DESIGNATION -  B 328
 ML0676  PID         -  ML0676
 ML0676  STATE/COUNTY-  NE/VALLEY
 ML0676  USGS QUAD   -  ARCADIA WEST (1978)
 ML0676
 ML0676                         *CURRENT SURVEY CONTROL
 ML0676  ___________________________________________________________________
 ML0676* NAD 83(1986)-  41 29 02.     (N)    099 11 52.     (W)     SCALED    
 ML0676* NAVD 88     -       672.493  (meters)    2206.34   (feet)  ADJUSTED  
 ML0676  ___________________________________________________________________
 ML0676  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ML0676  DYNAMIC HT  -         672.154 (meters)    2205.23  (feet)  COMP
 ML0676  MODELED GRAV-     980,097.2   (mgal)                       NAVD 88
 ML0676
 ML0676  VERT ORDER  -  FIRST     CLASS II
 ML0676
 ML0676.The horizontal coordinates were scaled from a topographic map and have
 ML0676.an estimated accuracy of +/- 6 seconds.
 ML0676
 ML0676.The orthometric height was determined by differential leveling
 ML0676.and adjusted by the National Geodetic Survey in June 1991..
 ML0676
 ML0676.The geoid height was determined by GEOID03.
 ML0676
 ML0676.The dynamic height is computed by dividing the NAVD 88
 ML0676.geopotential number by the normal gravity value computed on the
 ML0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0676.degrees latitude (g = 980.6199 gals.).
 ML0676
 ML0676.The modeled gravity was interpolated from observed gravity values.
 ML0676
 ML0676;                    North         East    Units  Estimated Accuracy
 ML0676;SPC NE       -   183,560.      566,980.      MT  (+/- 180 meters Scaled)
 ML0676
 ML0676                          SUPERSEDED SURVEY CONTROL
 ML0676
 ML0676  NGVD 29 (??/??/92)  672.243  (m)         2205.52   (f) ADJ UNCH    1 2
 ML0676
 ML0676.Superseded values are not recommended for survey control.
 ML0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0676.See file dsdata.txt to determine how the superseded data were derived.
 ML0676
 ML0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML834924(NAD 83)
 ML0676_MARKER: DB = BENCH MARK DISK
 ML0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0676_STAMPING: B 328 1950
 ML0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0676+STABILITY: SURFACE MOTION
 ML0676
 ML0676  HISTORY     - Date     Condition        Report By
 ML0676  HISTORY     - 1950     MONUMENTED       CGS
 ML0676
 ML0676                          STATION DESCRIPTION
 ML0676
 ML0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0676'5.1 MI NW FROM ARCADIA.
 ML0676'5.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0676'RAILROAD FROM THE STATION AT ARCADIA, AT A ROAD CROSSING, 0.2
 ML0676'MILE SOUTHEAST OF MILEPOST 59, 50 FEET SOUTHWEST OF THE
 ML0676'SOUTHWEST RAIL, 15 FEET EAST OF THE CENTER LINE OF A ROAD, 18
 ML0676'FEET SOUTHEAST OF THE CENTER OF A GATE, 1 FOOT NORTHEAST OF A
 ML0676'FENCE, 1 FOOT NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0676'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0676'NOTE-- THIS MARK IS 1.1 MILES SOUTHEAST OF BENCH MARK TT 4 EV
 ML0676'(U.S.G.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0505 ***********************************************************************
 ML0505  DESIGNATION -  B 329
 ML0505  PID         -  ML0505
 ML0505  STATE/COUNTY-  NE/VALLEY
 ML0505  USGS QUAD   -  ORD (1985)
 ML0505
 ML0505                         *CURRENT SURVEY CONTROL
 ML0505  ___________________________________________________________________
 ML0505* NAD 83(1986)-  41 34 48.     (N)    098 58 53.     (W)     SCALED    
 ML0505* NAVD 88     -       641.625  (meters)    2105.06   (feet)  ADJUSTED  
 ML0505  ___________________________________________________________________
 ML0505  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 ML0505  DYNAMIC HT  -         641.309 (meters)    2104.03  (feet)  COMP
 ML0505  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 ML0505
 ML0505  VERT ORDER  -  SECOND    CLASS 0
 ML0505
 ML0505.The horizontal coordinates were scaled from a topographic map and have
 ML0505.an estimated accuracy of +/- 6 seconds.
 ML0505
 ML0505.The orthometric height was determined by differential leveling
 ML0505.and adjusted by the National Geodetic Survey in June 1991..
 ML0505
 ML0505.The geoid height was determined by GEOID03.
 ML0505
 ML0505.The dynamic height is computed by dividing the NAVD 88
 ML0505.geopotential number by the normal gravity value computed on the
 ML0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0505.degrees latitude (g = 980.6199 gals.).
 ML0505
 ML0505.The modeled gravity was interpolated from observed gravity values.
 ML0505
 ML0505;                    North         East    Units  Estimated Accuracy
 ML0505;SPC NE       -   194,420.      584,910.      MT  (+/- 180 meters Scaled)
 ML0505
 ML0505                          SUPERSEDED SURVEY CONTROL
 ML0505
 ML0505  NGVD 29 (??/??/92)  641.372  (m)         2104.23   (f) ADJ UNCH    2 0
 ML0505
 ML0505.Superseded values are not recommended for survey control.
 ML0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0505.See file dsdata.txt to determine how the superseded data were derived.
 ML0505
 ML0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM015031(NAD 83)
 ML0505_MARKER: DB = BENCH MARK DISK
 ML0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0505_STAMPING: B 329 1950
 ML0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0505+STABILITY: SURFACE MOTION
 ML0505
 ML0505  HISTORY     - Date     Condition        Report By
 ML0505  HISTORY     - 1950     MONUMENTED       CGS
 ML0505
 ML0505                          STATION DESCRIPTION
 ML0505
 ML0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0505'3.8 MI SW FROM ORD.
 ML0505'3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 ML0505'AT ORD, IN LINE WITH A ROW OF COTTONWOOD TREES, 94 FEET EAST
 ML0505'OF THE CENTER LINE OF THE HIGHWAY, 27 FEET NORTH OF THE CENTER
 ML0505'LINE OF A PRIVATE DRIVEWAY LEADING EAST OF A FARMHOUSE, 1 FOOT
 ML0505'SOUTH OF A FENCE, 1.3 FEET WEST OF A WITNESS POST, SET IN THE
 ML0505'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0231 ***********************************************************************
 LJ0231  DESIGNATION -  B 33
 LJ0231  PID         -  LJ0231
 LJ0231  STATE/COUNTY-  NE/DUNDY
 LJ0231  USGS QUAD   -  ROCK CREEK LAKE (1961)
 LJ0231
 LJ0231                         *CURRENT SURVEY CONTROL
 LJ0231  ___________________________________________________________________
 LJ0231* NAD 83(1986)-  40 01 42.     (N)    101 46 38.     (W)     SCALED    
 LJ0231* NAVD 88     -       958.476  (meters)    3144.60   (feet)  POSTED    
 LJ0231  ___________________________________________________________________
 LJ0231  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 LJ0231  DYNAMIC HT  -         957.770 (meters)    3142.28  (feet)  COMP
 LJ0231  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 LJ0231
 LJ0231  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LJ0231
 LJ0231.The horizontal coordinates were scaled from a topographic map and have
 LJ0231.an estimated accuracy of +/- 6 seconds.
 LJ0231
 LJ0231.The orthometric height was determined by differential leveling
 LJ0231.and adjusted by the National Geodetic Survey in 1992..
 LJ0231.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LJ0231.rate of 2.1 thru 3.0 mm/km.
 LJ0231
 LJ0231.The geoid height was determined by GEOID03.
 LJ0231
 LJ0231.The dynamic height is computed by dividing the NAVD 88
 LJ0231.geopotential number by the normal gravity value computed on the
 LJ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0231.degrees latitude (g = 980.6199 gals.).
 LJ0231
 LJ0231.The modeled gravity was interpolated from observed gravity values.
 LJ0231
 LJ0231;                    North         East    Units  Estimated Accuracy
 LJ0231;SPC NE       -    23,210.      348,310.      MT  (+/- 180 meters Scaled)
 LJ0231
 LJ0231                          SUPERSEDED SURVEY CONTROL
 LJ0231
 LJ0231  NGVD 29 (??/??/92)  958.056  (m)         3143.22   (f) ADJ UNCH    1 2
 LJ0231
 LJ0231.Superseded values are not recommended for survey control.
 LJ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0231.See file dsdata.txt to determine how the superseded data were derived.
 LJ0231
 LJ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK630345(NAD 83)
 LJ0231_MARKER: DB = BENCH MARK DISK
 LJ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0231_STAMPING: B 33 1933 3143.222
 LJ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0231+STABILITY: SURFACE MOTION
 LJ0231
 LJ0231  HISTORY     - Date     Condition        Report By
 LJ0231  HISTORY     - 1933     MONUMENTED       CGS
 LJ0231  HISTORY     - 1960     GOOD             USGS
 LJ0231
 LJ0231                          STATION DESCRIPTION
 LJ0231
 LJ0231'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LJ0231'3 MI W FROM PARKS.
 LJ0231'3 MILES WEST ALONG CHICAGO, BURLINGTON AND QUINCY RR FROM THE
 LJ0231'STATION AT PARKS, DUNDY COUNTY, ON THE RAILROAD RIGHT-OF-WAY,
 LJ0231'2 TELEGRAPH POLES EAST OF RAILROAD SIGNAL TOWER, 49.3 FT. SOUTH
 LJ0231'OF SOUTH RAIL OF TRACK 82 FT. NORTH OF CENTER OF STATE HIGHWAY
 LJ0231'NO. 3.  NOTE-- MARKED WITH ONE IRON POST AND ONE WOODEN FENCE
 LJ0231'POST AND PAINTED UP ON TELEGRAPH POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0890 ***********************************************************************
 MK0890  DESIGNATION -  B 330
 MK0890  PID         -  MK0890
 MK0890  STATE/COUNTY-  NE/BUTLER
 MK0890  USGS QUAD   -  ROGERS (1968)
 MK0890
 MK0890                         *CURRENT SURVEY CONTROL
 MK0890  ___________________________________________________________________
 MK0890* NAD 83(1986)-  41 23 39.     (N)    096 59 02.     (W)     SCALED    
 MK0890* NAVD 88     -       415.483  (meters)    1363.13   (feet)  ADJUSTED  
 MK0890  ___________________________________________________________________
 MK0890  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 MK0890  DYNAMIC HT  -         415.300 (meters)    1362.53  (feet)  COMP
 MK0890  MODELED GRAV-     980,169.6   (mgal)                       NAVD 88
 MK0890
 MK0890  VERT ORDER  -  SECOND    CLASS 0
 MK0890
 MK0890.The horizontal coordinates were scaled from a topographic map and have
 MK0890.an estimated accuracy of +/- 6 seconds.
 MK0890
 MK0890.The orthometric height was determined by differential leveling
 MK0890.and adjusted by the National Geodetic Survey in June 1991..
 MK0890
 MK0890.The geoid height was determined by GEOID03.
 MK0890
 MK0890.The dynamic height is computed by dividing the NAVD 88
 MK0890.geopotential number by the normal gravity value computed on the
 MK0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0890.degrees latitude (g = 980.6199 gals.).
 MK0890
 MK0890.The modeled gravity was interpolated from observed gravity values.
 MK0890
 MK0890;                    North         East    Units  Estimated Accuracy
 MK0890;SPC NE       -   177,690.      752,110.      MT  (+/- 180 meters Scaled)
 MK0890
 MK0890                          SUPERSEDED SURVEY CONTROL
 MK0890
 MK0890  NGVD 29 (??/??/92)  415.316  (m)         1362.58   (f) ADJ UNCH    2 0
 MK0890
 MK0890.Superseded values are not recommended for survey control.
 MK0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0890.See file dsdata.txt to determine how the superseded data were derived.
 MK0890
 MK0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL685844(NAD 83)
 MK0890_MARKER: DB = BENCH MARK DISK
 MK0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0890_STAMPING: B 330 1950
 MK0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0890+STABILITY: SURFACE MOTION
 MK0890
 MK0890  HISTORY     - Date     Condition        Report By
 MK0890  HISTORY     - 1950     MONUMENTED       CGS
 MK0890
 MK0890                          STATION DESCRIPTION
 MK0890
 MK0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0890'3.9 MI SW FROM LINWOOD.
 MK0890'0.4 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0890'LINWOOD, THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.35
 MK0890'MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 1.2 MILES WEST
 MK0890'ALONG A GRAVELED ROAD, THENCE 0.8 MILE WEST ALONG A GRADED DIRT
 MK0890'ROAD, AT THE FARM HOME OF HARVEY D. WELCH, 29 FEET SOUTH OF THE
 MK0890'CENTER LINE OF THE ROAD, 133 FEET NORTHWEST OF THE NORTHWEST CORNER
 MK0890'OF THE FARMHOUSE, 14 FEET WEST OF THE CENTER LINE OF A PRIVATE
 MK0890'DRIVEWAY, 21 FEET NORTH OF A 40 INCH COTTONWOOD TREE, 13 FEET
 MK0890'SOUTH OF THE WEST END OF A STEEL PIPE CULVERT, 1.4 FEET SOUTH OF
 MK0890'A FENCE, 1.3 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 MK0890'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 MK0890'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0921 ***********************************************************************
 MK0921  DESIGNATION -  B 331
 MK0921  PID         -  MK0921
 MK0921  STATE/COUNTY-  NE/SAUNDERS
 MK0921  USGS QUAD   -  FREMONT WEST (1983)
 MK0921
 MK0921                         *CURRENT SURVEY CONTROL
 MK0921  ___________________________________________________________________
 MK0921* NAD 83(1986)-  41 24 28.     (N)    096 37 01.     (W)     SCALED    
 MK0921* NAVD 88     -       399.334  (meters)    1310.15   (feet)  ADJUSTED  
 MK0921  ___________________________________________________________________
 MK0921  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 MK0921  DYNAMIC HT  -         399.154 (meters)    1309.56  (feet)  COMP
 MK0921  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 MK0921
 MK0921  VERT ORDER  -  SECOND    CLASS 0
 MK0921
 MK0921.The horizontal coordinates were scaled from a topographic map and have
 MK0921.an estimated accuracy of +/- 6 seconds.
 MK0921
 MK0921.The orthometric height was determined by differential leveling
 MK0921.and adjusted by the National Geodetic Survey in June 1991..
 MK0921
 MK0921.The geoid height was determined by GEOID03.
 MK0921
 MK0921.The dynamic height is computed by dividing the NAVD 88
 MK0921.geopotential number by the normal gravity value computed on the
 MK0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0921.degrees latitude (g = 980.6199 gals.).
 MK0921
 MK0921.The modeled gravity was interpolated from observed gravity values.
 MK0921
 MK0921;                    North         East    Units  Estimated Accuracy
 MK0921;SPC NE       -   180,340.      782,700.      MT  (+/- 180 meters Scaled)
 MK0921
 MK0921                          SUPERSEDED SURVEY CONTROL
 MK0921
 MK0921  NGVD 29 (??/??/92)  399.181  (m)         1309.65   (f) ADJ UNCH    2 0
 MK0921
 MK0921.Superseded values are not recommended for survey control.
 MK0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0921.See file dsdata.txt to determine how the superseded data were derived.
 MK0921
 MK0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL991867(NAD 83)
 MK0921_MARKER: DB = BENCH MARK DISK
 MK0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0921_STAMPING: B 331 1950
 MK0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0921+STABILITY: SURFACE MOTION
 MK0921
 MK0921  HISTORY     - Date     Condition        Report By
 MK0921  HISTORY     - 1950     MONUMENTED       CGS
 MK0921
 MK0921                          STATION DESCRIPTION
 MK0921
 MK0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0921'1 MI NW FROM CEDAR BLUFFS.
 MK0921'0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT CEDAR
 MK0921'BLUFFS, THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD, 47 FEET
 MK0921'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 32 FEET WEST
 MK0921'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 11 FEET SOUTHEAST
 MK0921'OF THE CENTER OF AN ENTRANCE TO A FIELD, 2.3 FEET NORTHWEST OF
 MK0921'A TELEPHONE POLE, 1.3 FEET NORTH OF A WITNESS POST, SET IN THE
 MK0921'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0974 ***********************************************************************
 ML0974  DESIGNATION -  B 332
 ML0974  PID         -  ML0974
 ML0974  STATE/COUNTY-  NE/CUSTER
 ML0974  USGS QUAD   -  ANSELMO NE (1978)
 ML0974
 ML0974                         *CURRENT SURVEY CONTROL
 ML0974  ___________________________________________________________________
 ML0974* NAD 83(1986)-  41 42 07.     (N)    099 45 26.     (W)     SCALED    
 ML0974* NAVD 88     -       763.489  (meters)    2504.88   (feet)  ADJUSTED  
 ML0974  ___________________________________________________________________
 ML0974  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 ML0974  DYNAMIC HT  -         763.098 (meters)    2503.60  (feet)  COMP
 ML0974  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 ML0974
 ML0974  VERT ORDER  -  SECOND    CLASS 0
 ML0974
 ML0974.The horizontal coordinates were scaled from a topographic map and have
 ML0974.an estimated accuracy of +/- 6 seconds.
 ML0974
 ML0974.The orthometric height was determined by differential leveling
 ML0974.and adjusted by the National Geodetic Survey in June 1991..
 ML0974
 ML0974.The geoid height was determined by GEOID03.
 ML0974
 ML0974.The dynamic height is computed by dividing the NAVD 88
 ML0974.geopotential number by the normal gravity value computed on the
 ML0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0974.degrees latitude (g = 980.6199 gals.).
 ML0974
 ML0974.The modeled gravity was interpolated from observed gravity values.
 ML0974
 ML0974;                    North         East    Units  Estimated Accuracy
 ML0974;SPC NE       -   207,490.      520,200.      MT  (+/- 180 meters Scaled)
 ML0974
 ML0974                          SUPERSEDED SURVEY CONTROL
 ML0974
 ML0974  NGVD 29 (??/??/92)  763.203  (m)         2503.94   (f) ADJ UNCH    2 0
 ML0974
 ML0974.Superseded values are not recommended for survey control.
 ML0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0974.See file dsdata.txt to determine how the superseded data were derived.
 ML0974
 ML0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM369169(NAD 83)
 ML0974_MARKER: DB = BENCH MARK DISK
 ML0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0974_STAMPING: B 332 1950
 ML0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0974+STABILITY: SURFACE MOTION
 ML0974
 ML0974  HISTORY     - Date     Condition        Report By
 ML0974  HISTORY     - 1950     MONUMENTED       CGS
 ML0974
 ML0974                          STATION DESCRIPTION
 ML0974
 ML0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0974'2.6 MI SW FROM MILBURN.
 ML0974'1.1 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 ML0974'AT MILBURN, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE
 ML0974'0.45 MILE SOUTHWEST ALONG A WINDING GRADED DIRT ROAD, 84 FEET
 ML0974'SOUTH OF TWO SMALL WILLOW TREES, 79 FEET NORTHEAST OF A TELEPHONE
 ML0974'POLE THAT IS USED FOR A FENCE CORNER POST, 27 FEET NORTHWEST
 ML0974'OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHWEST OF A FENCE,
 ML0974'1.2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0974'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0176 ***********************************************************************
 ML0176  DESIGNATION -  B 333
 ML0176  PID         -  ML0176
 ML0176  STATE/COUNTY-  NE/MERRICK
 ML0176  USGS QUAD   -  HORD (1962)
 ML0176
 ML0176                         *CURRENT SURVEY CONTROL
 ML0176  ___________________________________________________________________
 ML0176* NAD 83(1986)-  41 08 15.     (N)    098 01 13.     (W)     SCALED    
 ML0176* NAVD 88     -       516.702  (meters)    1695.21   (feet)  ADJUSTED  
 ML0176  ___________________________________________________________________
 ML0176  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 ML0176  DYNAMIC HT  -         516.448 (meters)    1694.38  (feet)  COMP
 ML0176  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 ML0176
 ML0176  VERT ORDER  -  SECOND    CLASS 0
 ML0176
 ML0176.The horizontal coordinates were scaled from a topographic map and have
 ML0176.an estimated accuracy of +/- 6 seconds.
 ML0176
 ML0176.The orthometric height was determined by differential leveling
 ML0176.and adjusted by the National Geodetic Survey in June 1991..
 ML0176
 ML0176.The geoid height was determined by GEOID03.
 ML0176
 ML0176.The dynamic height is computed by dividing the NAVD 88
 ML0176.geopotential number by the normal gravity value computed on the
 ML0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0176.degrees latitude (g = 980.6199 gals.).
 ML0176
 ML0176.The modeled gravity was interpolated from observed gravity values.
 ML0176
 ML0176;                    North         East    Units  Estimated Accuracy
 ML0176;SPC NE       -   146,700.      666,150.      MT  (+/- 180 meters Scaled)
 ML0176
 ML0176                          SUPERSEDED SURVEY CONTROL
 ML0176
 ML0176  NGVD 29 (??/??/92)  516.477  (m)         1694.47   (f) ADJ UNCH    2 0
 ML0176
 ML0176.Superseded values are not recommended for survey control.
 ML0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0176.See file dsdata.txt to determine how the superseded data were derived.
 ML0176
 ML0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL822544(NAD 83)
 ML0176_MARKER: DB = BENCH MARK DISK
 ML0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0176_STAMPING: B 333 1950
 ML0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0176+STABILITY: SURFACE MOTION
 ML0176
 ML0176  HISTORY     - Date     Condition        Report By
 ML0176  HISTORY     - 1950     MONUMENTED       CGS
 ML0176
 ML0176                          STATION DESCRIPTION
 ML0176
 ML0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0176'2.4 MI NW FROM CENTRAL CITY.
 ML0176'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0176'AT CENTRAL CITY, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 14,
 ML0176'THENCE 1.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 ML0176'QUINCY RAILROAD, AT A ROAD CROSSING, 58 FEET NORTH OF THE NORTH
 ML0176'RAIL, 47 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 ML0176'GRAVELED ROAD, 2 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A
 ML0176'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0176'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0166 ***********************************************************************
 LH0166  DESIGNATION -  B 334
 LH0166  PID         -  LH0166
 LH0166  STATE/COUNTY-  NE/HAMILTON
 LH0166  USGS QUAD   -  MURPHY (1969)
 LH0166
 LH0166                         *CURRENT SURVEY CONTROL
 LH0166  ___________________________________________________________________
 LH0166* NAD 83(1986)-  40 58 28.     (N)    098 02 14.     (W)     SCALED    
 LH0166* NAVD 88     -       557.903  (meters)    1830.39   (feet)  ADJUSTED  
 LH0166  ___________________________________________________________________
 LH0166  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 LH0166  DYNAMIC HT  -         557.614 (meters)    1829.44  (feet)  COMP
 LH0166  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 LH0166
 LH0166  VERT ORDER  -  SECOND    CLASS 0
 LH0166
 LH0166.The horizontal coordinates were scaled from a topographic map and have
 LH0166.an estimated accuracy of +/- 6 seconds.
 LH0166
 LH0166.The orthometric height was determined by differential leveling
 LH0166.and adjusted by the National Geodetic Survey in June 1991..
 LH0166
 LH0166.The geoid height was determined by GEOID03.
 LH0166
 LH0166.The dynamic height is computed by dividing the NAVD 88
 LH0166.geopotential number by the normal gravity value computed on the
 LH0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0166.degrees latitude (g = 980.6199 gals.).
 LH0166
 LH0166.The modeled gravity was interpolated from observed gravity values.
 LH0166
 LH0166;                    North         East    Units  Estimated Accuracy
 LH0166;SPC NE       -   128,570.      665,140.      MT  (+/- 180 meters Scaled)
 LH0166
 LH0166                          SUPERSEDED SURVEY CONTROL
 LH0166
 LH0166  NGVD 29 (??/??/92)  557.669  (m)         1829.62   (f) ADJ UNCH    2 0
 LH0166
 LH0166.Superseded values are not recommended for survey control.
 LH0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0166.See file dsdata.txt to determine how the superseded data were derived.
 LH0166
 LH0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL810363(NAD 83)
 LH0166_MARKER: DB = BENCH MARK DISK
 LH0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0166_STAMPING: B 334 1950
 LH0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0166+STABILITY: SURFACE MOTION
 LH0166
 LH0166  HISTORY     - Date     Condition        Report By
 LH0166  HISTORY     - 1950     MONUMENTED       CGS
 LH0166
 LH0166                          STATION DESCRIPTION
 LH0166
 LH0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0166'3.5 MI SW FROM MARQUETTE.
 LH0166'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0166'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, AT A
 LH0166'ROAD INTERSECTION, 72 FEET WEST OF THE CENTER LINE OF A NORTH AND
 LH0166'SOUTH ROAD, 50 FEET SOUTH OF THE SOUTHEAST CORNER OF A VACANT
 LH0166'TWO STORY WHITE HOUSE, 30 FEET NORTH OF THE CENTER LINE OF A
 LH0166'DIRT ROAD LEADING WEST, 12.6 FEET EAST OF A 16 INCH ASH TREE, 1
 LH0166'FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LH0166'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1333 ***********************************************************************
 MK1333  DESIGNATION -  B 335
 MK1333  PID         -  MK1333
 MK1333  STATE/COUNTY-  NE/BUTLER
 MK1333  USGS QUAD   -  COLUMBUS SE (1976)
 MK1333
 MK1333                         *CURRENT SURVEY CONTROL
 MK1333  ___________________________________________________________________
 MK1333* NAD 83(1986)-  41 20 14.     (N)    097 15 17.     (W)     SCALED    
 MK1333* NAVD 88     -       444.615  (meters)    1458.71   (feet)  ADJUSTED  
 MK1333  ___________________________________________________________________
 MK1333  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 MK1333  DYNAMIC HT  -         444.416 (meters)    1458.05  (feet)  COMP
 MK1333  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 MK1333
 MK1333  VERT ORDER  -  SECOND    CLASS 0
 MK1333
 MK1333.The horizontal coordinates were scaled from a topographic map and have
 MK1333.an estimated accuracy of +/- 6 seconds.
 MK1333
 MK1333.The orthometric height was determined by differential leveling
 MK1333.and adjusted by the National Geodetic Survey in June 1991..
 MK1333
 MK1333.The geoid height was determined by GEOID03.
 MK1333
 MK1333.The dynamic height is computed by dividing the NAVD 88
 MK1333.geopotential number by the normal gravity value computed on the
 MK1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1333.degrees latitude (g = 980.6199 gals.).
 MK1333
 MK1333.The modeled gravity was interpolated from observed gravity values.
 MK1333
 MK1333;                    North         East    Units  Estimated Accuracy
 MK1333;SPC NE       -   170,620.      729,680.      MT  (+/- 180 meters Scaled)
 MK1333
 MK1333                          SUPERSEDED SURVEY CONTROL
 MK1333
 MK1333  NGVD 29 (??/??/92)  444.440  (m)         1458.13   (f) ADJ UNCH    2 0
 MK1333
 MK1333.Superseded values are not recommended for survey control.
 MK1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1333.See file dsdata.txt to determine how the superseded data were derived.
 MK1333
 MK1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL460776(NAD 83)
 MK1333_MARKER: DB = BENCH MARK DISK
 MK1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1333_STAMPING: B 335 1950
 MK1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1333+STABILITY: SURFACE MOTION
 MK1333
 MK1333  HISTORY     - Date     Condition        Report By
 MK1333  HISTORY     - 1950     MONUMENTED       CGS
 MK1333  HISTORY     - 1966     MARK NOT FOUND   NGS
 MK1333
 MK1333                          STATION DESCRIPTION
 MK1333
 MK1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1333'1.2 MI W FROM BELLWOOD.
 MK1333'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1333'BELLWOOD, THENCE 0.85 MILE WEST ALONG STATE HIGHWAY 64, AT A
 MK1333'ROAD INTERSECTION, AT THE EAST END OF A WINDBREAK, 75 FEET
 MK1333'NORTHWEST OF AN ABANDONED FARMHOUSE, 188 FEET WEST OF THE CENTER
 MK1333'LINE OF A NORTH AND SOUTH ROAD, 43 FEET SOUTH OF THE CENTER
 MK1333'LINE OF THE HIGHWAY, 1.8 FEET EAST OF A WITNESS POST, SET IN THE
 MK1333'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1333
 MK1333                          STATION RECOVERY (1966)
 MK1333
 MK1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MK1333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1334 ***********************************************************************
 MK1334  DESIGNATION -  B 335 RESET
 MK1334  PID         -  MK1334
 MK1334  STATE/COUNTY-  NE/BUTLER
 MK1334  USGS QUAD   -  COLUMBUS SE (1976)
 MK1334
 MK1334                         *CURRENT SURVEY CONTROL
 MK1334  ___________________________________________________________________
 MK1334* NAD 83(1986)-  41 20 14.     (N)    097 15 17.     (W)     SCALED    
 MK1334* NAVD 88     -       444.38   (meters)    1457.9    (feet)  RESET     
 MK1334  ___________________________________________________________________
 MK1334  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 MK1334
 MK1334  VERT ORDER  -  THIRD
 MK1334
 MK1334.The horizontal coordinates were scaled from a topographic map and have
 MK1334.an estimated accuracy of +/- 6 seconds.
 MK1334
 MK1334.The orthometric height was computed from unverified reset data.
 MK1334
 MK1334.The geoid height was determined by GEOID03.
 MK1334
 MK1334;                    North         East    Units  Estimated Accuracy
 MK1334;SPC NE       -   170,620.      729,680.      MT  (+/- 180 meters Scaled)
 MK1334
 MK1334                          SUPERSEDED SURVEY CONTROL
 MK1334
 MK1334.No superseded survey control is available for this station.
 MK1334
 MK1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL460776(NAD 83)
 MK1334_MARKER: DB = BENCH MARK DISK
 MK1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1334_STAMPING: B 335 RESET 1961
 MK1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1334+STABILITY: SURFACE MOTION
 MK1334
 MK1334  HISTORY     - Date     Condition        Report By
 MK1334  HISTORY     - 1961     MONUMENTED       NEDR
 MK1334
 MK1334                          STATION DESCRIPTION
 MK1334
 MK1334'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MK1334'1.2 MI SW FROM BELLWOOD.
 MK1334'THIS MARK IS LOCATED 0.35 MILE SOUTH ALONG A GRAVELED STREET,
 MK1334'FROM THE POST OFFICE AT BELLWOOD, THENCE 0.85 MILE WEST ALONG
 MK1334'STATE HIGHWAY 64, AT A ROAD INTERSECTION, 60.0 FEET SOUTH OF
 MK1334'THE CENTERLINE OF THE HIGHWAY, 204.4 FEET WEST OF THE CENTERLINE
 MK1334'OF A NORTH AND SOUTH ROAD, 29.8 FEET WEST OF THE CENTER OF A
 MK1334'WOOD FENCE POST AND 14.6 FEET EAST OF THE CENTER OF A TELEPHONE
 MK1334'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1334'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0255 ***********************************************************************
 ML0255  DESIGNATION -  B 336
 ML0255  PID         -  ML0255
 ML0255  STATE/COUNTY-  NE/MERRICK
 ML0255  USGS QUAD   -  HORD (1962)
 ML0255
 ML0255                         *CURRENT SURVEY CONTROL
 ML0255  ___________________________________________________________________
 ML0255* NAD 83(1986)-  41 10 35.     (N)    098 00 05.     (W)     SCALED    
 ML0255* NAVD 88     -       513.177  (meters)    1683.65   (feet)  ADJUSTED  
 ML0255  ___________________________________________________________________
 ML0255  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 ML0255  DYNAMIC HT  -         512.929 (meters)    1682.83  (feet)  COMP
 ML0255  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 ML0255
 ML0255  VERT ORDER  -  SECOND    CLASS 0
 ML0255
 ML0255.The horizontal coordinates were scaled from a topographic map and have
 ML0255.an estimated accuracy of +/- 6 seconds.
 ML0255
 ML0255.The orthometric height was determined by differential leveling
 ML0255.and adjusted by the National Geodetic Survey in June 1991..
 ML0255
 ML0255.The geoid height was determined by GEOID03.
 ML0255
 ML0255.The dynamic height is computed by dividing the NAVD 88
 ML0255.geopotential number by the normal gravity value computed on the
 ML0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0255.degrees latitude (g = 980.6199 gals.).
 ML0255
 ML0255.The modeled gravity was interpolated from observed gravity values.
 ML0255
 ML0255;                    North         East    Units  Estimated Accuracy
 ML0255;SPC NE       -   151,050.      667,640.      MT  (+/- 180 meters Scaled)
 ML0255
 ML0255                          SUPERSEDED SURVEY CONTROL
 ML0255
 ML0255  NGVD 29 (??/??/92)  512.949  (m)         1682.90   (f) ADJ UNCH    2 0
 ML0255
 ML0255.Superseded values are not recommended for survey control.
 ML0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0255.See file dsdata.txt to determine how the superseded data were derived.
 ML0255
 ML0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL837588(NAD 83)
 ML0255_MARKER: DB = BENCH MARK DISK
 ML0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0255_SP_SET: CULVERT
 ML0255_STAMPING: B 336 1950
 ML0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0255
 ML0255  HISTORY     - Date     Condition        Report By
 ML0255  HISTORY     - 1950     MONUMENTED       CGS
 ML0255  HISTORY     - 1975     GOOD             NGS
 ML0255
 ML0255                          STATION DESCRIPTION
 ML0255
 ML0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0255'4.3 MI NE FROM CENTRAL CITY.
 ML0255'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0255'AT CENTRAL CITY, THENCE 4.1 MILES NORTH ALONG STATE HIGHWAY 14,
 ML0255'AT A ROAD INTERSECTION, AT THE NORTHWEST CORNER OF A GROVE
 ML0255'OF TREES, 35 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 ML0255'ROAD, 28 FEET EAST OF AND 1.0 FOOT LOWER THAN THE CENTER LINE
 ML0255'OF THE HIGHWAY, AND SET IN THE CENTER OF THE TOP OF THE EAST
 ML0255'HEADWALL OF A 13-FOOT CONCRETE BOX CULVERT.
 ML0255
 ML0255                          STATION RECOVERY (1975)
 ML0255
 ML0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 ML0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0254 ***********************************************************************
 ML0254  DESIGNATION -  B 336 RESET
 ML0254  PID         -  ML0254
 ML0254  STATE/COUNTY-  NE/MERRICK
 ML0254  USGS QUAD   -  HORD (1962)
 ML0254
 ML0254                         *CURRENT SURVEY CONTROL
 ML0254  ___________________________________________________________________
 ML0254* NAD 83(1986)-  41 10 34.     (N)    098 00 07.     (W)     SCALED    
 ML0254* NAVD 88     -       513.89   (+/-2cm)    1686.0    (feet)  VERTCON   
 ML0254  ___________________________________________________________________
 ML0254  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 ML0254
 ML0254  VERT ORDER  -  THIRD (See Below)
 ML0254
 ML0254.The horizontal coordinates were scaled from a topographic map and have
 ML0254.an estimated accuracy of +/- 6 seconds.
 ML0254
 ML0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0254.The vertical order pertains to the NGVD 29 superseded value.
 ML0254
 ML0254.The geoid height was determined by GEOID03.
 ML0254
 ML0254;                    North         East    Units  Estimated Accuracy
 ML0254;SPC NE       -   151,020.      667,590.      MT  (+/- 180 meters Scaled)
 ML0254
 ML0254                          SUPERSEDED SURVEY CONTROL
 ML0254
 ML0254  NGVD 29 (08/02/06)  513.67   (m)         1685.3    (f) RESET       3  
 ML0254
 ML0254.Superseded values are not recommended for survey control.
 ML0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0254.See file dsdata.txt to determine how the superseded data were derived.
 ML0254
 ML0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL837587(NAD 83)
 ML0254_MARKER: DB = BENCH MARK DISK
 ML0254_SETTING: 0 = UNSPECIFIED SETTING
 ML0254_STAMPING: B 336 RESET 1975
 ML0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0254
 ML0254  HISTORY     - Date     Condition        Report By
 ML0254  HISTORY     - 1975     MONUMENTED       NGS
 ML0254
 ML0254                          STATION DESCRIPTION
 ML0254
 ML0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 ML0254'4.3 MI N FROM CENTRAL CITY.
 ML0254'3.85 MILE NORTH ALONG STATE HIGHWAY 14 FROM THE INTERSECTION
 ML0254'OF HIGHWAY 14 AND 10TH STREET AT THE NORTH EDGE OF CENTRAL CITY,
 ML0254'31 FEET NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST, 2 FEET
 ML0254'SOUTHEAST OF A POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST
 ML0254'AND ABOUT 200 FEET EAST OF HIGHWAY 14.  A 4-INCH CAST
 ML0254'ALUMINUM BENCH MARK, STAMPED B 336 RESET 1975 AND SET FLUSH
 ML0254'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0119 ***********************************************************************
 LH0119  DESIGNATION -  B 337 RESET
 LH0119  PID         -  LH0119
 LH0119  STATE/COUNTY-  NE/HAMILTON
 LH0119  USGS QUAD   -  GILTNER (1967)
 LH0119
 LH0119                         *CURRENT SURVEY CONTROL
 LH0119  ___________________________________________________________________
 LH0119* NAD 83(1986)-  40 46 14.     (N)    098 12 09.     (W)     SCALED    
 LH0119* NAVD 88     -       564.67   (meters)    1852.6    (feet)  RESET     
 LH0119  ___________________________________________________________________
 LH0119  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 LH0119
 LH0119  VERT ORDER  -  THIRD
 LH0119
 LH0119.The horizontal coordinates were scaled from a topographic map and have
 LH0119.an estimated accuracy of +/- 6 seconds.
 LH0119
 LH0119.The orthometric height was computed from unverified reset data.
 LH0119
 LH0119.The geoid height was determined by GEOID03.
 LH0119
 LH0119;                    North         East    Units  Estimated Accuracy
 LH0119;SPC NE       -   105,640.      651,710.      MT  (+/- 180 meters Scaled)
 LH0119
 LH0119                          SUPERSEDED SURVEY CONTROL
 LH0119
 LH0119.No superseded survey control is available for this station.
 LH0119
 LH0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL673135(NAD 83)
 LH0119_MARKER: DB = BENCH MARK DISK
 LH0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0119_STAMPING: B 337 RESET 1971
 LH0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0119+STABILITY: SURFACE MOTION
 LH0119
 LH0119  HISTORY     - Date     Condition        Report By
 LH0119  HISTORY     - 1971     MONUMENTED       NGS
 LH0119
 LH0119                          STATION DESCRIPTION
 LH0119
 LH0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LH0119'8.7 MI E FROM DONIPHAN.
 LH0119'ABOUT 1.5 MILES EAST ALONG OLD U.S. HIGHWAYS 281 AND 34 FROM
 LH0119'THE UNION PACIFIC RAILROAD STATION AT DONIPHAN, THENCE 7.55
 LH0119'MILES EAST ALONG A SURFACED AND GRAVELED ROAD, 0.3 MILE EAST OF
 LH0119'A ROAD INTERSECTION, AT A PRIVATE DRIVEWAY LEADING SOUTH TO THE
 LH0119'MELVIN SPRINGER FARMHOUSE, 59 FEET SOUTH OF THE CENTER OF ROAD,
 LH0119'20 FEET EAST OF THE CENTER OF THE DRIVEWAY, 3.5 FEET SOUTH OF A
 LH0119'POWERLINE POLE, 1 FOOT NORTH OF A METAL WITNESS POST, AND SET
 LH0119'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 LH0119'SEC 11, T 9 N, R 8 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0138 ***********************************************************************
 LH0138  DESIGNATION -  B 338
 LH0138  PID         -  LH0138
 LH0138  STATE/COUNTY-  NE/HAMILTON
 LH0138  USGS QUAD   -  MURPHY (1969)
 LH0138
 LH0138                         *CURRENT SURVEY CONTROL
 LH0138  ___________________________________________________________________
 LH0138* NAD 83(1986)-  40 52 33.     (N)    098 05 35.     (W)     SCALED    
 LH0138* NAVD 88     -       561.323  (meters)    1841.61   (feet)  ADJUSTED  
 LH0138  ___________________________________________________________________
 LH0138  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 LH0138  DYNAMIC HT  -         561.031 (meters)    1840.65  (feet)  COMP
 LH0138  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 LH0138
 LH0138  VERT ORDER  -  SECOND    CLASS 0
 LH0138
 LH0138.The horizontal coordinates were scaled from a topographic map and have
 LH0138.an estimated accuracy of +/- 6 seconds.
 LH0138
 LH0138.The orthometric height was determined by differential leveling
 LH0138.and adjusted by the National Geodetic Survey in June 1991..
 LH0138
 LH0138.The geoid height was determined by GEOID03.
 LH0138
 LH0138.The dynamic height is computed by dividing the NAVD 88
 LH0138.geopotential number by the normal gravity value computed on the
 LH0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0138.degrees latitude (g = 980.6199 gals.).
 LH0138
 LH0138.The modeled gravity was interpolated from observed gravity values.
 LH0138
 LH0138;                    North         East    Units  Estimated Accuracy
 LH0138;SPC NE       -   117,520.      660,680.      MT  (+/- 180 meters Scaled)
 LH0138
 LH0138                          SUPERSEDED SURVEY CONTROL
 LH0138
 LH0138  NGVD 29 (??/??/92)  561.088  (m)         1840.84   (f) ADJ UNCH    2 0
 LH0138
 LH0138.Superseded values are not recommended for survey control.
 LH0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0138.See file dsdata.txt to determine how the superseded data were derived.
 LH0138
 LH0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL764253(NAD 83)
 LH0138_MARKER: DB = BENCH MARK DISK
 LH0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0138_STAMPING: B 338 1950
 LH0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0138+STABILITY: SURFACE MOTION
 LH0138
 LH0138  HISTORY     - Date     Condition        Report By
 LH0138  HISTORY     - 1950     MONUMENTED       CGS
 LH0138
 LH0138                          STATION DESCRIPTION
 LH0138
 LH0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0138'1.2 MI E FROM MURPHY.
 LH0138'1.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0138'FROM THE AURORA CO-OP ELEVATOR AT MURPHY, AT A ROAD CROSSING,
 LH0138'58 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 46 FEET
 LH0138'NORTH OF THE NORTH RAIL OF THE TRACK, 1.0 FOOT SOUTH OF THE
 LH0138'NORTH RAILWAY RIGHT-OF-WAY FENCE, 2.3 FEET EAST OF A REFERENCE
 LH0138'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 LH0138'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0162 ***********************************************************************
 NP0162  DESIGNATION -  B 339
 NP0162  PID         -  NP0162
 NP0162  STATE/COUNTY-  NE/BOX BUTTE
 NP0162  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0162
 NP0162                         *CURRENT SURVEY CONTROL
 NP0162  ___________________________________________________________________
 NP0162* NAD 83(1986)-  42 04 35.     (N)    102 49 06.     (W)     SCALED    
 NP0162* NAVD 88     -      1206.176  (meters)    3957.26   (feet)  POSTED    
 NP0162  ___________________________________________________________________
 NP0162  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 NP0162  DYNAMIC HT  -        1205.470 (meters)    3954.95  (feet)  COMP
 NP0162  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 NP0162
 NP0162  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 NP0162
 NP0162.The horizontal coordinates were scaled from a topographic map and have
 NP0162.an estimated accuracy of +/- 6 seconds.
 NP0162
 NP0162.The orthometric height was determined by differential leveling
 NP0162.and adjusted by the National Geodetic Survey in 1992..
 NP0162.No vertical observational check was made to the station.
 NP0162.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 NP0162.was located on a no-check spur therefore a value was not computed.
 NP0162
 NP0162.The geoid height was determined by GEOID03.
 NP0162
 NP0162.The dynamic height is computed by dividing the NAVD 88
 NP0162.geopotential number by the normal gravity value computed on the
 NP0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0162.degrees latitude (g = 980.6199 gals.).
 NP0162
 NP0162.The modeled gravity was interpolated from observed gravity values.
 NP0162
 NP0162;                    North         East    Units  Estimated Accuracy
 NP0162;SPC NE       -   252,840.      266,890.      MT  (+/- 180 meters Scaled)
 NP0162
 NP0162                          SUPERSEDED SURVEY CONTROL
 NP0162
 NP0162  NGVD 29 (??/??/92) 1205.626  (m)         3955.46   (f) ADJ UNCH    2 0
 NP0162
 NP0162.Superseded values are not recommended for survey control.
 NP0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0162.See file dsdata.txt to determine how the superseded data were derived.
 NP0162
 NP0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG804605(NAD 83)
 NP0162_MARKER: DB = BENCH MARK DISK
 NP0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0162_SP_SET: CONCRETE POST
 NP0162_STAMPING: B 339 1967
 NP0162_MARK LOGO: CGS   
 NP0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0162+STABILITY: SURFACE MOTION
 NP0162
 NP0162  HISTORY     - Date     Condition        Report By
 NP0162  HISTORY     - 1967     MONUMENTED       CGS
 NP0162  HISTORY     - 1971     GOOD             NGS
 NP0162  HISTORY     - 1977     GOOD             NGS
 NP0162  HISTORY     - 1985     GOOD             NGS
 NP0162
 NP0162                          STATION DESCRIPTION
 NP0162
 NP0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NP0162'3.2 MI SE FROM ALLIANCE.
 NP0162'THE MARK IS SITUATED 3.2 MILES SOUTHEAST OF ALLIANCE, 1.0 MILES
 NP0162'SOUTH OF STATE HIGHWAY NO. 2 ON THE NORTH-SOUTH ROAD LEADING TO THE
 NP0162'ALLIANCE MUNICIPAL AIRPORT TERMINAL BUILDING, 58.0 FT. EAST OF
 NP0162'THE CENTERLINE OF THE SAME NORTH-SOUTH ROAD, 131.5 FT. NORTH OF A
 NP0162'EAST-WEST ROAD, 44.3 FT SOUTH OF A DOUBLE STANDARD POWER
 NP0162'POLE, 28.5 FT NORTH OF A SINGLE STANDARD POWER POLE AND 2.7 FT
 NP0162'SOUTH OF A C AND GS WITNESS POST SIGN.  THE MARK IS A STANDARD
 NP0162'USC AND GS BENCH MARK DISK STAMPED B 339 1967 SET IN AN 8 IN X 8 IN
 NP0162'CONCRETE POST PROJECTING APPROXIMATELY 0.1 FT. ABOVE THE GROUND.
 NP0162
 NP0162                          STATION RECOVERY (1971)
 NP0162
 NP0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NP0162'RECOVERED IN GOOD CONDITION.
 NP0162
 NP0162                          STATION RECOVERY (1977)
 NP0162
 NP0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NP0162'RECOVERED IN GOOD CONDITION.
 NP0162
 NP0162                          STATION RECOVERY (1985)
 NP0162
 NP0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0876 ***********************************************************************
 MK0876  DESIGNATION -  B 340
 MK0876  PID         -  MK0876
 MK0876  STATE/COUNTY-  NE/DODGE
 MK0876  USGS QUAD   -  MALMO NW (1968)
 MK0876
 MK0876                         *CURRENT SURVEY CONTROL
 MK0876  ___________________________________________________________________
 MK0876* NAD 83(1986)-  41 27 16.     (N)    096 40 23.     (W)     SCALED    
 MK0876* NAVD 88     -       379.179  (meters)    1244.02   (feet)  ADJUSTED  
 MK0876  ___________________________________________________________________
 MK0876  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 MK0876  DYNAMIC HT  -         379.017 (meters)    1243.49  (feet)  COMP
 MK0876  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 MK0876
 MK0876  VERT ORDER  -  SECOND    CLASS 0
 MK0876
 MK0876.The horizontal coordinates were scaled from a topographic map and have
 MK0876.an estimated accuracy of +/- 6 seconds.
 MK0876
 MK0876.The orthometric height was determined by differential leveling
 MK0876.and adjusted by the National Geodetic Survey in June 1991..
 MK0876
 MK0876.The geoid height was determined by GEOID03.
 MK0876
 MK0876.The dynamic height is computed by dividing the NAVD 88
 MK0876.geopotential number by the normal gravity value computed on the
 MK0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0876.degrees latitude (g = 980.6199 gals.).
 MK0876
 MK0876.The modeled gravity was interpolated from observed gravity values.
 MK0876
 MK0876;                    North         East    Units  Estimated Accuracy
 MK0876;SPC NE       -   185,330.      777,820.      MT  (+/- 180 meters Scaled)
 MK0876
 MK0876                          SUPERSEDED SURVEY CONTROL
 MK0876
 MK0876  NGVD 29 (??/??/92)  379.032  (m)         1243.54   (f) ADJ UNCH    2 0
 MK0876
 MK0876.Superseded values are not recommended for survey control.
 MK0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0876.See file dsdata.txt to determine how the superseded data were derived.
 MK0876
 MK0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL943918(NAD 83)
 MK0876_MARKER: DB = BENCH MARK DISK
 MK0876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0876_SP_SET: BRIDGE ABUTMENT
 MK0876_STAMPING: B 340 1950
 MK0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0876+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 MK0876
 MK0876  HISTORY     - Date     Condition        Report By
 MK0876  HISTORY     - 1950     MONUMENTED       CGS
 MK0876  HISTORY     - 1967     GOOD             NGS
 MK0876  HISTORY     - 20050105 GOOD             NEDR
 MK0876
 MK0876                          STATION DESCRIPTION
 MK0876
 MK0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0876'2.4 MI W FROM AMES.
 MK0876'2.45 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0876'FARMERS CO-OP ELEVATOR AT AMES, 7 POLES EAST OF MILEPOST 49, 110
 MK0876'YARDS EAST OF A ROAD CROSSING, 120 FEET NORTHWEST OF THE
 MK0876'NORTHWEST CORNER OF A STEEL HIGHWAY BRIDGE OVER A CANAL, 4.2
 MK0876'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, SET IN THE TOP
 MK0876'OF THE NORTH END OF THE WEST ABUTMENT OF BRIDGE 48.75.
 MK0876
 MK0876                          STATION RECOVERY (1967)
 MK0876
 MK0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MK0876'RECOVERED IN GOOD CONDITION.
 MK0876
 MK0876                          STATION RECOVERY (2005)
 MK0876
 MK0876'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (AB)
 MK0876'THE BRIDGE WAS RAISED BY THE RAIL ROAD AND THE DEPARTMENT OF ROADS
 MK0876'PUT A NEW ELEVATION ON THE BM WHEN THE DEPARTMENT WAS DOING WORK IN
 MK0876'THE AREA.THE NEW ELEVATION IS 1247.100
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0315 ***********************************************************************
 NP0315  DESIGNATION -  B 341
 NP0315  PID         -  NP0315
 NP0315  STATE/COUNTY-  NE/DAWES
 NP0315  USGS QUAD   -  CRAWFORD (1980)
 NP0315
 NP0315                         *CURRENT SURVEY CONTROL
 NP0315  ___________________________________________________________________
 NP0315* NAD 83(1986)-  42 40 51.     (N)    103 25 06.     (W)     SCALED    
 NP0315* NAVD 88     -      1126.203  (meters)    3694.88   (feet)  ADJUSTED  
 NP0315  ___________________________________________________________________
 NP0315  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 NP0315  DYNAMIC HT  -        1125.598 (meters)    3692.90  (feet)  COMP
 NP0315  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 NP0315
 NP0315  VERT ORDER  -  FIRST     CLASS II
 NP0315
 NP0315.The horizontal coordinates were scaled from a topographic map and have
 NP0315.an estimated accuracy of +/- 6 seconds.
 NP0315
 NP0315.The orthometric height was determined by differential leveling
 NP0315.and adjusted by the National Geodetic Survey in June 1991..
 NP0315
 NP0315.The geoid height was determined by GEOID03.
 NP0315
 NP0315.The dynamic height is computed by dividing the NAVD 88
 NP0315.geopotential number by the normal gravity value computed on the
 NP0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0315.degrees latitude (g = 980.6199 gals.).
 NP0315
 NP0315.The modeled gravity was interpolated from observed gravity values.
 NP0315
 NP0315;                    North         East    Units  Estimated Accuracy
 NP0315;SPC NE       -   321,710.      219,940.      MT  (+/- 180 meters Scaled)
 NP0315
 NP0315                          SUPERSEDED SURVEY CONTROL
 NP0315
 NP0315  NGVD 29 (??/??/92) 1125.626  (m)         3692.99   (f) ADJ UNCH    1 2
 NP0315
 NP0315.Superseded values are not recommended for survey control.
 NP0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0315.See file dsdata.txt to determine how the superseded data were derived.
 NP0315
 NP0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH295265(NAD 83)
 NP0315_MARKER: DB = BENCH MARK DISK
 NP0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0315_SP_SET: CONCRETE POST
 NP0315_STAMPING: B 341 1954
 NP0315_MARK LOGO: CGS   
 NP0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0315+STABILITY: SURFACE MOTION
 NP0315
 NP0315  HISTORY     - Date     Condition        Report By
 NP0315  HISTORY     - 1954     MONUMENTED       CGS
 NP0315  HISTORY     - 1985     GOOD             NGS
 NP0315
 NP0315                          STATION DESCRIPTION
 NP0315
 NP0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0315'0.5 MI S FROM CRAWFORD.
 NP0315'0.5 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0315'FROM THE STATION AT CRAWFORD, 38 FEET EAST OF THE EAST RAIL OF
 NP0315'THE MAIN TRACK, 12 FEET NORTH OF A TELEPHONE POLE, 2 FEET WEST
 NP0315'OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 NP0315'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NP0315
 NP0315                          STATION RECOVERY (1985)
 NP0315
 NP0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0122 ***********************************************************************
 NP0122  DESIGNATION -  B 342
 NP0122  PID         -  NP0122
 NP0122  STATE/COUNTY-  NE/BOX BUTTE
 NP0122  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0122
 NP0122                         *CURRENT SURVEY CONTROL
 NP0122  ___________________________________________________________________
 NP0122* NAD 83(1986)-  42 02 50.     (N)    102 54 45.     (W)     SCALED    
 NP0122* NAVD 88     -      1207.958  (meters)    3963.11   (feet)  ADJUSTED  
 NP0122  ___________________________________________________________________
 NP0122  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 NP0122  DYNAMIC HT  -        1207.238 (meters)    3960.75  (feet)  COMP
 NP0122  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 NP0122
 NP0122  VERT ORDER  -  FIRST     CLASS II
 NP0122
 NP0122.The horizontal coordinates were scaled from a topographic map and have
 NP0122.an estimated accuracy of +/- 6 seconds.
 NP0122
 NP0122.The orthometric height was determined by differential leveling
 NP0122.and adjusted by the National Geodetic Survey in June 1991..
 NP0122
 NP0122.The geoid height was determined by GEOID03.
 NP0122
 NP0122.The dynamic height is computed by dividing the NAVD 88
 NP0122.geopotential number by the normal gravity value computed on the
 NP0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0122.degrees latitude (g = 980.6199 gals.).
 NP0122
 NP0122.The modeled gravity was interpolated from observed gravity values.
 NP0122
 NP0122;                    North         East    Units  Estimated Accuracy
 NP0122;SPC NE       -   249,860.      258,990.      MT  (+/- 180 meters Scaled)
 NP0122
 NP0122                          SUPERSEDED SURVEY CONTROL
 NP0122
 NP0122  NGVD 29 (??/??/92) 1207.364  (m)         3961.16   (f) ADJ UNCH    1 2
 NP0122
 NP0122.Superseded values are not recommended for survey control.
 NP0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0122.See file dsdata.txt to determine how the superseded data were derived.
 NP0122
 NP0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG727571(NAD 83)
 NP0122_MARKER: DB = BENCH MARK DISK
 NP0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0122_SP_SET: CONCRETE POST
 NP0122_STAMPING: B 342 1956
 NP0122_MARK LOGO: CGS   
 NP0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0122+STABILITY: SURFACE MOTION
 NP0122
 NP0122  HISTORY     - Date     Condition        Report By
 NP0122  HISTORY     - 1956     MONUMENTED       CGS
 NP0122  HISTORY     - 1985     GOOD             NGS
 NP0122
 NP0122                          STATION DESCRIPTION
 NP0122
 NP0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0122'4.2 MI SW FROM ALLIANCE.
 NP0122'4.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0122'RAILROAD FROM THE STATION AT ALLIANCE, 114 FEET SOUTHEAST OF THE
 NP0122'CENTER OF A PRIVATE ROAD CROSSING, 50 FEET EAST OF THE EAST
 NP0122'RAIL, 5.5 FEET NORTHWEST OF THE 7TH POLE SOUTH OF MILEPOST 4,
 NP0122'1.8 FEET EAST OF A FENCE, 2.4 FEET SOUTH OF A WITNESS POST, SET
 NP0122'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 NP0122'GROUND, IN THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 24 NORTH,
 NP0122'RANGE 48 WEST.
 NP0122
 NP0122                          STATION RECOVERY (1985)
 NP0122
 NP0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0122'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0122'OMIT--50 FEET EAST OF THE EAST RAIL.  ADD--10.39 METERS (35 FT)
 NP0122'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS.
 NP0122'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0359 ***********************************************************************
 NP0359  DESIGNATION -  B 343
 NP0359  PID         -  NP0359
 NP0359  STATE/COUNTY-  NE/BOX BUTTE
 NP0359  USGS QUAD   -  BOX BUTTE RESERVOIR WEST (1974)
 NP0359
 NP0359                         *CURRENT SURVEY CONTROL
 NP0359  ___________________________________________________________________
 NP0359* NAD 83(1986)-  42 24 45.     (N)    103 13 50.     (W)     SCALED    
 NP0359* NAVD 88     -      1310.612  (meters)    4299.90   (feet)  ADJUSTED  
 NP0359  ___________________________________________________________________
 NP0359  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 NP0359  DYNAMIC HT  -        1309.829 (meters)    4297.33  (feet)  COMP
 NP0359  MODELED GRAV-     979,978.3   (mgal)                       NAVD 88
 NP0359
 NP0359  VERT ORDER  -  FIRST     CLASS II
 NP0359
 NP0359.The horizontal coordinates were scaled from a topographic map and have
 NP0359.an estimated accuracy of +/- 6 seconds.
 NP0359
 NP0359.The orthometric height was determined by differential leveling
 NP0359.and adjusted by the National Geodetic Survey in June 1991..
 NP0359
 NP0359.The geoid height was determined by GEOID03.
 NP0359
 NP0359.The dynamic height is computed by dividing the NAVD 88
 NP0359.geopotential number by the normal gravity value computed on the
 NP0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0359.degrees latitude (g = 980.6199 gals.).
 NP0359
 NP0359.The modeled gravity was interpolated from observed gravity values.
 NP0359
 NP0359;                    North         East    Units  Estimated Accuracy
 NP0359;SPC NE       -   291,330.      234,200.      MT  (+/- 180 meters Scaled)
 NP0359
 NP0359                          SUPERSEDED SURVEY CONTROL
 NP0359
 NP0359  NGVD 29 (??/??/92) 1309.931  (m)         4297.67   (f) ADJ UNCH    1 2
 NP0359
 NP0359.Superseded values are not recommended for survey control.
 NP0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0359.See file dsdata.txt to determine how the superseded data were derived.
 NP0359
 NP0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG455970(NAD 83)
 NP0359_MARKER: DB = BENCH MARK DISK
 NP0359_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0359_SP_SET: COPPER-CLAD STEEL ROD
 NP0359_STAMPING: B 343 1956
 NP0359_MARK LOGO: CGS   
 NP0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0359
 NP0359  HISTORY     - Date     Condition        Report By
 NP0359  HISTORY     - 1956     MONUMENTED       CGS
 NP0359  HISTORY     - 1985     GOOD             NGS
 NP0359
 NP0359                          STATION DESCRIPTION
 NP0359
 NP0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0359'5.6 MI SE FROM MARSLAND.
 NP0359'5.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0359'RAILROAD FROM THE STATION SIGN AT MARSLAND, 41 FEET EAST OF
 NP0359'MILEPOST 395, 45.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 14.4
 NP0359'FEET NORTH OF A TELEPHONE POLE, 2.5 FEET SOUTHWEST OF A FENCE,
 NP0359'2 FEET SOUTHEAST OF A WITNESS POST, CLAMPED ON THE TOP OF A
 NP0359'1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 20 FEET IN
 NP0359'THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 28
 NP0359'NORTH, RANGE 15 WEST, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS
 NP0359'0.3 FOOT ABOVE THE GROUND.
 NP0359
 NP0359                          STATION RECOVERY (1985)
 NP0359
 NP0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0359'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0359'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 8.85 KM
 NP0359'(5.5 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD AND 7.5
 NP0359'METERS (24.5 FT) SOUTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0397 ***********************************************************************
 NP0397  DESIGNATION -  B 344
 NP0397  PID         -  NP0397
 NP0397  STATE/COUNTY-  NE/BOX BUTTE
 NP0397  USGS QUAD   -  NONPAREIL (1946)
 NP0397
 NP0397                         *CURRENT SURVEY CONTROL
 NP0397  ___________________________________________________________________
 NP0397* NAD 83(1986)-  42 19 17.     (N)    103 10 12.     (W)     SCALED    
 NP0397* NAVD 88     -      1319.765  (meters)    4329.93   (feet)  POSTED    
 NP0397  ___________________________________________________________________
 NP0397  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 NP0397  DYNAMIC HT  -        1318.970 (meters)    4327.32  (feet)  COMP
 NP0397  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 NP0397
 NP0397  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NP0397
 NP0397.The horizontal coordinates were scaled from a topographic map and have
 NP0397.an estimated accuracy of +/- 6 seconds.
 NP0397
 NP0397.The orthometric height was determined by differential leveling
 NP0397.and adjusted by the National Geodetic Survey in 1992..
 NP0397.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NP0397.rate of 0.0 thru 1.0 mm/km.
 NP0397
 NP0397.The geoid height was determined by GEOID03.
 NP0397
 NP0397.The dynamic height is computed by dividing the NAVD 88
 NP0397.geopotential number by the normal gravity value computed on the
 NP0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0397.degrees latitude (g = 980.6199 gals.).
 NP0397
 NP0397.The modeled gravity was interpolated from observed gravity values.
 NP0397
 NP0397;                    North         East    Units  Estimated Accuracy
 NP0397;SPC NE       -   281,040.      238,810.      MT  (+/- 180 meters Scaled)
 NP0397
 NP0397                          SUPERSEDED SURVEY CONTROL
 NP0397
 NP0397  NGVD 29 (??/??/92) 1319.114  (m)         4327.79   (f) ADJ UNCH    2 0
 NP0397
 NP0397.Superseded values are not recommended for survey control.
 NP0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0397.See file dsdata.txt to determine how the superseded data were derived.
 NP0397
 NP0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG507870(NAD 83)
 NP0397_MARKER: DB = BENCH MARK DISK
 NP0397_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0397_SP_SET: 15 FEET
 NP0397_STAMPING: B 344 1956
 NP0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0397
 NP0397  HISTORY     - Date     Condition        Report By
 NP0397  HISTORY     - 1956     MONUMENTED       CGS
 NP0397
 NP0397                          STATION DESCRIPTION
 NP0397
 NP0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0397'5 MI W FROM HEMINGFORD.
 NP0397'5.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE
 NP0397'AT HEMINGFORD, 131 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 NP0397'88 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 2
 NP0397'FEET NORTH OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH
 NP0397'COPPER COATED STEEL ROAD WHICH IS DRIVEN 15 FEET IN THE GROUND,
 NP0397'INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE
 NP0397'GROUND, IN THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 27 NORTH,
 NP0397'RANGE 50 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0167 ***********************************************************************
 MN0167  DESIGNATION -  B 345
 MN0167  PID         -  MN0167
 MN0167  STATE/COUNTY-  NE/MORRILL
 MN0167  USGS QUAD   -  ANGORA NE (1965)
 MN0167
 MN0167                         *CURRENT SURVEY CONTROL
 MN0167  ___________________________________________________________________
 MN0167* NAD 83(1986)-  41 55 34.     (N)    103 02 27.     (W)     SCALED    
 MN0167* NAVD 88     -      1279.175  (meters)    4196.76   (feet)  ADJUSTED  
 MN0167  ___________________________________________________________________
 MN0167  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 MN0167  DYNAMIC HT  -        1278.382 (meters)    4194.16  (feet)  COMP
 MN0167  MODELED GRAV-     979,957.3   (mgal)                       NAVD 88
 MN0167
 MN0167  VERT ORDER  -  FIRST     CLASS II
 MN0167
 MN0167.The horizontal coordinates were scaled from a topographic map and have
 MN0167.an estimated accuracy of +/- 6 seconds.
 MN0167
 MN0167.The orthometric height was determined by differential leveling
 MN0167.and adjusted by the National Geodetic Survey in June 1991..
 MN0167
 MN0167.The geoid height was determined by GEOID03.
 MN0167
 MN0167.The dynamic height is computed by dividing the NAVD 88
 MN0167.geopotential number by the normal gravity value computed on the
 MN0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0167.degrees latitude (g = 980.6199 gals.).
 MN0167
 MN0167.The modeled gravity was interpolated from observed gravity values.
 MN0167
 MN0167;                    North         East    Units  Estimated Accuracy
 MN0167;SPC NE       -   236,790.      247,910.      MT  (+/- 180 meters Scaled)
 MN0167
 MN0167                          SUPERSEDED SURVEY CONTROL
 MN0167
 MN0167  NGVD 29 (??/??/92) 1278.549  (m)         4194.71   (f) ADJ UNCH    1 2
 MN0167
 MN0167.Superseded values are not recommended for survey control.
 MN0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0167.See file dsdata.txt to determine how the superseded data were derived.
 MN0167
 MN0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG624434(NAD 83)
 MN0167_MARKER: DB = BENCH MARK DISK
 MN0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0167_SP_SET: CONCRETE POST
 MN0167_STAMPING: B 345 1956
 MN0167_MARK LOGO: CGS   
 MN0167_PROJECTION: PROJECTING 10 CENTIMETERS
 MN0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0167+STABILITY: SURFACE MOTION
 MN0167
 MN0167  HISTORY     - Date     Condition        Report By
 MN0167  HISTORY     - 1956     MONUMENTED       CGS
 MN0167  HISTORY     - 1985     GOOD             NGS
 MN0167
 MN0167                          STATION DESCRIPTION
 MN0167
 MN0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0167'6.8 MI NE FROM ANGORA.
 MN0167'6.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0167'RAILROAD FROM THE STATION AT ANGORA, 78.8 FEET NORTHWEST OF THE
 MN0167'NORTHWEST RAIL, 51 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 MN0167'HIGHWAY 19, 43.5 FEET NORTHWEST OF THE 1ST POLE NORTHEAST OF
 MN0167'MILEPOST 15, 2.8 FEET SOUTHEAST OF A WITNESS POST, ON TOP OF A
 MN0167'SANDY KNOLL, 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE
 MN0167'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND,
 MN0167'IN THE NORTHEAST 1/4 OF SECTION 31, TOWNSHIP 23 NORTH, RANGE
 MN0167'49 WEST.
 MN0167
 MN0167                          STATION RECOVERY (1985)
 MN0167
 MN0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0167'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM (0.10
 MN0167'MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT ANGORA, THENCE
 MN0167'10.78 KM (6.7 MI) NORTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD, ON
 MN0167'TOP OF A SANDY KNOLL, 24.02 METERS (78.8 FT) NORTHWEST OF THE
 MN0167'NORTHWEST RAIL, 60.4 METERS (198 FT) SOUTHEAST OF THE CENTER OF US
 MN0167'HIGHWAY 385, 52.1 METERS (171 FT) NORTH OF MILEPOLE 15, 15.5 METERS
 MN0167'(51 FT) SOUTHEAST OF THE CENTER OF OLD STATE HIGHWAY 19 AND 0.9 METER
 MN0167'(2.8 FT) SOUTHEAST OF A WOODEN WITNESS POST.
 MN0167'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 MN0167'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1701 ***********************************************************************
 MK1701  DESIGNATION -  B 346
 MK1701  PID         -  MK1701
 MK1701  STATE/COUNTY-  NE/PLATTE
 MK1701  USGS QUAD   -  TARNOV (1985)
 MK1701
 MK1701                         *CURRENT SURVEY CONTROL
 MK1701  ___________________________________________________________________
 MK1701* NAD 83(1986)-  41 32 25.     (N)    097 31 20.     (W)     SCALED    
 MK1701* NAVD 88     -       468.485  (meters)    1537.02   (feet)  ADJUSTED  
 MK1701  ___________________________________________________________________
 MK1701  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 MK1701  DYNAMIC HT  -         468.278 (meters)    1536.34  (feet)  COMP
 MK1701  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 MK1701
 MK1701  VERT ORDER  -  SECOND    CLASS 0
 MK1701
 MK1701.The horizontal coordinates were scaled from a topographic map and have
 MK1701.an estimated accuracy of +/- 6 seconds.
 MK1701
 MK1701.The orthometric height was determined by differential leveling
 MK1701.and adjusted by the National Geodetic Survey in June 1991..
 MK1701
 MK1701.The geoid height was determined by GEOID03.
 MK1701
 MK1701.The dynamic height is computed by dividing the NAVD 88
 MK1701.geopotential number by the normal gravity value computed on the
 MK1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1701.degrees latitude (g = 980.6199 gals.).
 MK1701
 MK1701.The modeled gravity was interpolated from observed gravity values.
 MK1701
 MK1701;                    North         East    Units  Estimated Accuracy
 MK1701;SPC NE       -   192,480.      706,660.      MT  (+/- 180 meters Scaled)
 MK1701
 MK1701                          SUPERSEDED SURVEY CONTROL
 MK1701
 MK1701  NGVD 29 (??/??/92)  468.294  (m)         1536.39   (f) ADJ UNCH    2 0
 MK1701
 MK1701.Superseded values are not recommended for survey control.
 MK1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1701.See file dsdata.txt to determine how the superseded data were derived.
 MK1701
 MK1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL232997(NAD 83)
 MK1701_MARKER: DB = BENCH MARK DISK
 MK1701_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1701_SP_SET: CULVERT HEADWALL
 MK1701_STAMPING: B 346 1957
 MK1701_MARK LOGO: CGS   
 MK1701_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1701+STABILITY: SURFACE MOTION
 MK1701
 MK1701  HISTORY     - Date     Condition        Report By
 MK1701  HISTORY     - 1957     MONUMENTED       CGS
 MK1701  HISTORY     - 1989     GOOD             LOCSUR
 MK1701  HISTORY     - 19910321 GOOD             NEDR
 MK1701
 MK1701                          STATION DESCRIPTION
 MK1701
 MK1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1701'2 MI W FROM PLATTE CENTER.
 MK1701'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1701'STATION AT PLATTE CENTER, THENCE 1.8 MILE WEST ALONG A ROAD,
 MK1701'IN SECTION 10, T. 18 N., R. 2 W., 20 FEET NORTH OF THE CENTER
 MK1701'LINE OF THE ROAD, 57 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 MK1701'ROAD, 59 FEET WEST-NORTHWEST OF THE CENTER OF THE INTERSECTION,
 MK1701'ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF THE EAST END OF THE
 MK1701'NORTH HEADWALL OF A 4-FOOT PIPE CULVERT.
 MK1701
 MK1701                          STATION RECOVERY (1989)
 MK1701
 MK1701'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1701'RECOVERED IN GOOD CONDITION.
 MK1701
 MK1701                          STATION RECOVERY (1991)
 MK1701
 MK1701'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MK1701'TO REACH FROM THE WATER TOWER IN PLATTE CENTER, GO WEST ALONG A
 MK1701'BLACKTOP ROAD FOR 2.1 MI (3.4 KM) TO A 4-WAY COUNTY ROAD INTERSECTION
 MK1701'AND THE MARK, 59 FT (18.0 M) NORTHWEST FROM THE CENTER OF THE
 MK1701'INTERSECTION, 57 FT (17.4 M) WEST OF THE NORTH/SOUTH GRAVELED ROAD, 20
 MK1701'FT (6.1 M) NORTH OF THE CENTERLINE OF THE BLACKTOP ROAD, 2 FT (0.6 M)
 MK1701'LOWER THAN THE ROAD AND SET INTO THE WEST END OF THE TOP OF THE NORTH
 MK1701'HEADWALL OF A CONCRETE CULVERET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0197 ***********************************************************************
 NO0197  DESIGNATION -  B 347
 NO0197  PID         -  NO0197
 NO0197  STATE/COUNTY-  NE/CHERRY
 NO0197  USGS QUAD   -  NENZEL (1985)
 NO0197
 NO0197                         *CURRENT SURVEY CONTROL
 NO0197  ___________________________________________________________________
 NO0197* NAD 83(1986)-  42 55 21.     (N)    101 04 11.     (W)     SCALED    
 NO0197* NAVD 88     -       950.946  (meters)    3119.90   (feet)  ADJUSTED  
 NO0197  ___________________________________________________________________
 NO0197  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NO0197  DYNAMIC HT  -         950.546 (meters)    3118.58  (feet)  COMP
 NO0197  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 NO0197
 NO0197  VERT ORDER  -  FIRST     CLASS II
 NO0197
 NO0197.The horizontal coordinates were scaled from a topographic map and have
 NO0197.an estimated accuracy of +/- 6 seconds.
 NO0197
 NO0197.The orthometric height was determined by differential leveling
 NO0197.and adjusted by the National Geodetic Survey in June 1991..
 NO0197
 NO0197.The geoid height was determined by GEOID03.
 NO0197
 NO0197.The dynamic height is computed by dividing the NAVD 88
 NO0197.geopotential number by the normal gravity value computed on the
 NO0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0197.degrees latitude (g = 980.6199 gals.).
 NO0197
 NO0197.The modeled gravity was interpolated from observed gravity values.
 NO0197
 NO0197;                    North         East    Units  Estimated Accuracy
 NO0197;SPC NE       -   343,550.      412,670.      MT  (+/- 180 meters Scaled)
 NO0197
 NO0197                          SUPERSEDED SURVEY CONTROL
 NO0197
 NO0197  NGVD 29 (??/??/92)  950.590  (m)         3118.73   (f) ADJ UNCH    1 2
 NO0197
 NO0197.Superseded values are not recommended for survey control.
 NO0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0197.See file dsdata.txt to determine how the superseded data were derived.
 NO0197
 NO0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN310542(NAD 83)
 NO0197_MARKER: DB = BENCH MARK DISK
 NO0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0197_STAMPING: B 347 1957
 NO0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0197+STABILITY: SURFACE MOTION
 NO0197
 NO0197  HISTORY     - Date     Condition        Report By
 NO0197  HISTORY     - 1957     MONUMENTED       CGS
 NO0197
 NO0197                          STATION DESCRIPTION
 NO0197
 NO0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0197'6.2 MI W FROM KILGORE.
 NO0197'ABOUT 6.25 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN
 NO0197'RAILWAY FROM THE STATION AT KILGORE, IN SECTION 15, T.34 N.,
 NO0197'R.32 W., 7 FEET EAST OF THE FIRST POLE WEST OF MILEPOST 298,
 NO0197'61 FEET SOUTH OF THE SOUTH RAIL, 69 FEET NORTH OF THE CENTER
 NO0197'LINE OF THE ABANDONED GRADE OF U.S. HIGHWAY 20, 294 FEET EAST
 NO0197'OF THE CENTER LINE OF A RANCH ROAD NORTH, 2 1/2 FEET NORTH OF
 NO0197'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN
 NO0197'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0258 ***********************************************************************
 NP0258  DESIGNATION -  B 348
 NP0258  PID         -  NP0258
 NP0258  STATE/COUNTY-  NE/DAWES
 NP0258  USGS QUAD   -  TRUNK BUTTE (1980)
 NP0258
 NP0258                         *CURRENT SURVEY CONTROL
 NP0258  ___________________________________________________________________
 NP0258* NAD 83(1986)-  42 47 25.     (N)    103 14 47.     (W)     SCALED    
 NP0258* NAVD 88     -      1036.390  (meters)    3400.22   (feet)  ADJUSTED  
 NP0258  ___________________________________________________________________
 NP0258  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 NP0258  DYNAMIC HT  -        1035.864 (meters)    3398.50  (feet)  COMP
 NP0258  MODELED GRAV-     980,078.0   (mgal)                       NAVD 88
 NP0258
 NP0258  VERT ORDER  -  FIRST     CLASS II
 NP0258
 NP0258.The horizontal coordinates were scaled from a topographic map and have
 NP0258.an estimated accuracy of +/- 6 seconds.
 NP0258
 NP0258.The orthometric height was determined by differential leveling
 NP0258.and adjusted by the National Geodetic Survey in June 1991..
 NP0258
 NP0258.The geoid height was determined by GEOID03.
 NP0258
 NP0258.The dynamic height is computed by dividing the NAVD 88
 NP0258.geopotential number by the normal gravity value computed on the
 NP0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0258.degrees latitude (g = 980.6199 gals.).
 NP0258
 NP0258.The modeled gravity was interpolated from observed gravity values.
 NP0258
 NP0258;                    North         East    Units  Estimated Accuracy
 NP0258;SPC NE       -   333,310.      234,470.      MT  (+/- 180 meters Scaled)
 NP0258
 NP0258                          SUPERSEDED SURVEY CONTROL
 NP0258
 NP0258  NGVD 29 (??/??/92) 1035.827  (m)         3398.38   (f) ADJ UNCH    1 2
 NP0258
 NP0258.Superseded values are not recommended for survey control.
 NP0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0258.See file dsdata.txt to determine how the superseded data were derived.
 NP0258
 NP0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH434390(NAD 83)
 NP0258_MARKER: DB = BENCH MARK DISK
 NP0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0258_STAMPING: B 348 1957
 NP0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0258+STABILITY: SURFACE MOTION
 NP0258
 NP0258  HISTORY     - Date     Condition        Report By
 NP0258  HISTORY     - 1957     MONUMENTED       CGS
 NP0258
 NP0258                          STATION DESCRIPTION
 NP0258
 NP0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0258'0.8 MI NE FROM WHITNEY.
 NP0258'ABOUT 0.8 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0258'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 32, T. 33 N.,
 NP0258'R. 50 W., 7 FEET SOUTHEAST OF MILEPOST 421, 46 FEET SOUTHEAST
 NP0258'OF THE SOUTHEAST RAIL, 87 FEET NORTHWEST OF THE CENTER LINE
 NP0258'OF U.S. HIGHWAY 20, 140 FEET SOUTHWEST OF A SWITCH STAND,
 NP0258'195 FEET EAST OF THE CENTER OF THE CROSSING OF THE MAIN TRACK
 NP0258'AND A NORTH-SOUTH ROAD, 2 1/2 FEET NORTHEAST OF A WHITE WOODEN
 NP0258'WITNESS POST, ABOUT 3 FEET BELOW THE TRACK AND IN THE TOP OF A
 NP0258'CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0248 ***********************************************************************
 NP0248  DESIGNATION -  B 349
 NP0248  PID         -  NP0248
 NP0248  STATE/COUNTY-  NE/DAWES
 NP0248  USGS QUAD   -  CHADRON WEST (1980)
 NP0248
 NP0248                         *CURRENT SURVEY CONTROL
 NP0248  ___________________________________________________________________
 NP0248* NAD 83(1986)-  42 49 45.     (N)    103 05 49.     (W)     SCALED    
 NP0248* NAVD 88     -      1006.684  (meters)    3302.76   (feet)  ADJUSTED  
 NP0248  ___________________________________________________________________
 NP0248  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 NP0248  DYNAMIC HT  -        1006.183 (meters)    3301.12  (feet)  COMP
 NP0248  MODELED GRAV-     980,089.4   (mgal)                       NAVD 88
 NP0248
 NP0248  VERT ORDER  -  FIRST     CLASS II
 NP0248
 NP0248.This mark is at Chadron Municipal Airport (CDR)
 NP0248
 NP0248.The horizontal coordinates were scaled from a topographic map and have
 NP0248.an estimated accuracy of +/- 6 seconds.
 NP0248
 NP0248.The orthometric height was determined by differential leveling
 NP0248.and adjusted by the National Geodetic Survey in June 1991..
 NP0248
 NP0248.The geoid height was determined by GEOID03.
 NP0248
 NP0248.The dynamic height is computed by dividing the NAVD 88
 NP0248.geopotential number by the normal gravity value computed on the
 NP0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0248.degrees latitude (g = 980.6199 gals.).
 NP0248
 NP0248.The modeled gravity was interpolated from observed gravity values.
 NP0248
 NP0248;                    North         East    Units  Estimated Accuracy
 NP0248;SPC NE       -   337,180.      246,850.      MT  (+/- 180 meters Scaled)
 NP0248
 NP0248                          SUPERSEDED SURVEY CONTROL
 NP0248
 NP0248  NGVD 29 (??/??/92) 1006.135  (m)         3300.96   (f) ADJ UNCH    1 2
 NP0248
 NP0248.Superseded values are not recommended for survey control.
 NP0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0248.See file dsdata.txt to determine how the superseded data were derived.
 NP0248
 NP0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH555436(NAD 83)
 NP0248_MARKER: DB = BENCH MARK DISK
 NP0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0248_SP_SET: HANGAR DOOR
 NP0248_STAMPING: B 349 1957
 NP0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0248
 NP0248  HISTORY     - Date     Condition        Report By
 NP0248  HISTORY     - 1957     MONUMENTED       CGS
 NP0248  HISTORY     - 1969     GOOD             NGS
 NP0248  HISTORY     - 1977     GOOD             NGS
 NP0248
 NP0248                          STATION DESCRIPTION
 NP0248
 NP0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0248'5.1 MI W FROM CHADRON.
 NP0248'ABOUT 5.1 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 NP0248'AT CHADRON, IN SECTION 16, T. 33 N., R. 49 W., AT CHADRON
 NP0248'AIRPORT, 10 FEET NORTH OF THE SOUTHWEST CORNER OF THE BRICK
 NP0248'HANGAR, 1 1/2 FEET WEST OF THE WEST FACE OF THE HANGAR, ABOUT
 NP0248'2 FEET LOWER THAN THE WINDOW SILL OF THE WEST WINDOW IN
 NP0248'WESTERN AIRLINES OFFICE AND IN THE TOP OF THE CONCRETE TRACK
 NP0248'FOR HANGAR DOOR.
 NP0248
 NP0248                          STATION RECOVERY (1969)
 NP0248
 NP0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NP0248'RECOVERED IN GOOD CONDITION.
 NP0248
 NP0248                          STATION RECOVERY (1977)
 NP0248
 NP0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NP0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0053 ***********************************************************************
 NP0053  DESIGNATION -  B 35
 NP0053  PID         -  NP0053
 NP0053  STATE/COUNTY-  NE/SHERIDAN
 NP0053  USGS QUAD   -  GORDON NW (1969)
 NP0053
 NP0053                         *CURRENT SURVEY CONTROL
 NP0053  ___________________________________________________________________
 NP0053* NAD 83(1986)-  42 56 42.     (N)    102 13 17.     (W)     SCALED    
 NP0053* NAVD 88     -      1118.144  (meters)    3668.44   (feet)  ADJUSTED  
 NP0053  ___________________________________________________________________
 NP0053  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 NP0053  DYNAMIC HT  -        1117.626 (meters)    3666.74  (feet)  COMP
 NP0053  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 NP0053
 NP0053  VERT ORDER  -  SECOND    CLASS 0
 NP0053
 NP0053.The horizontal coordinates were scaled from a topographic map and have
 NP0053.an estimated accuracy of +/- 6 seconds.
 NP0053
 NP0053.The orthometric height was determined by differential leveling
 NP0053.and adjusted by the National Geodetic Survey in June 1991..
 NP0053
 NP0053.The geoid height was determined by GEOID03.
 NP0053
 NP0053.The dynamic height is computed by dividing the NAVD 88
 NP0053.geopotential number by the normal gravity value computed on the
 NP0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0053.degrees latitude (g = 980.6199 gals.).
 NP0053
 NP0053.The modeled gravity was interpolated from observed gravity values.
 NP0053
 NP0053;                    North         East    Units  Estimated Accuracy
 NP0053;SPC NE       -   347,840.      318,730.      MT  (+/- 180 meters Scaled)
 NP0053
 NP0053                          SUPERSEDED SURVEY CONTROL
 NP0053
 NP0053  NGVD 29 (??/??/92) 1117.637  (m)         3666.78   (f) ADJ UNCH    2 0
 NP0053
 NP0053.Superseded values are not recommended for survey control.
 NP0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0053.See file dsdata.txt to determine how the superseded data were derived.
 NP0053
 NP0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH266584(NAD 83)
 NP0053_MARKER: DB = BENCH MARK DISK
 NP0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0053_STAMPING: B 35 1934
 NP0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0053+STABILITY: SURFACE MOTION
 NP0053
 NP0053  HISTORY     - Date     Condition        Report By
 NP0053  HISTORY     - 1934     MONUMENTED       CGS
 NP0053  HISTORY     - 1941     POOR             NGS
 NP0053  HISTORY     - 1969     MARK NOT FOUND   USGS
 NP0053
 NP0053                          STATION DESCRIPTION
 NP0053
 NP0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NP0053'10.8 MI N FROM GORDON.
 NP0053'10.8 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0053'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, 100
 NP0053'YARDS SOUTHEAST OF A HIGHWAY GUARDRAIL, AT THE INTERSECTION OF
 NP0053'A SECTION-LINE ROAD, 28 FEET SOUTH OF THE CENTERLINE OF THE
 NP0053'CROSS ROAD, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 NP0053'10 FEET SOUTH OF A FENCE CORNER, AND 2 FEET WEST OF THE FENCE.
 NP0053'A STANDARD DISK, STAMPED B 35 1934 AND SET IN THE TOP OF A
 NP0053'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NP0053
 NP0053                          STATION RECOVERY (1969)
 NP0053
 NP0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0319 ***********************************************************************
 NO0319  DESIGNATION -  B 350
 NO0319  PID         -  NO0319
 NO0319  STATE/COUNTY-  NE/CHERRY
 NO0319  USGS QUAD   -  TRUMBULL LAKE (1990)
 NO0319
 NO0319                         *CURRENT SURVEY CONTROL
 NO0319  ___________________________________________________________________
 NO0319* NAD 83(1986)-  42 55 32.     (N)    101 45 29.     (W)     SCALED    
 NO0319* NAVD 88     -      1007.069  (meters)    3304.03   (feet)  ADJUSTED  
 NO0319  ___________________________________________________________________
 NO0319  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 NO0319  DYNAMIC HT  -        1006.623 (meters)    3302.56  (feet)  COMP
 NO0319  MODELED GRAV-     980,142.8   (mgal)                       NAVD 88
 NO0319
 NO0319  VERT ORDER  -  FIRST     CLASS II
 NO0319
 NO0319.The horizontal coordinates were scaled from a topographic map and have
 NO0319.an estimated accuracy of +/- 6 seconds.
 NO0319
 NO0319.The orthometric height was determined by differential leveling
 NO0319.and adjusted by the National Geodetic Survey in June 1991..
 NO0319
 NO0319.The geoid height was determined by GEOID03.
 NO0319
 NO0319.The dynamic height is computed by dividing the NAVD 88
 NO0319.geopotential number by the normal gravity value computed on the
 NO0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0319.degrees latitude (g = 980.6199 gals.).
 NO0319
 NO0319.The modeled gravity was interpolated from observed gravity values.
 NO0319
 NO0319;                    North         East    Units  Estimated Accuracy
 NO0319;SPC NE       -   344,810.      356,490.      MT  (+/- 180 meters Scaled)
 NO0319
 NO0319                          SUPERSEDED SURVEY CONTROL
 NO0319
 NO0319  NGVD 29 (??/??/92) 1006.639  (m)         3302.61   (f) ADJ UNCH    1 2
 NO0319
 NO0319.Superseded values are not recommended for survey control.
 NO0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0319.See file dsdata.txt to determine how the superseded data were derived.
 NO0319
 NO0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN749562(NAD 83)
 NO0319_MARKER: DB = BENCH MARK DISK
 NO0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0319_STAMPING: B 350 1957
 NO0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0319+STABILITY: SURFACE MOTION
 NO0319
 NO0319  HISTORY     - Date     Condition        Report By
 NO0319  HISTORY     - 1957     MONUMENTED       CGS
 NO0319
 NO0319                          STATION DESCRIPTION
 NO0319
 NO0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0319'2.8 MI W FROM MERRIMAN.
 NO0319'ABOUT 2.85 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0319'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 38 W., SECTION
 NO0319'14., 0.2 MILE EAST OF A SMALL HIGHWAY BRIDGE, 0.1 MILE EAST OF
 NO0319'A RAILROAD TRESTLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1 1/2
 NO0319'TELEPHONE POLES EAST OF THE CREST OF A SMALL SANDY KNOLL, 14 FEET
 NO0319'WEST OF MILEPOST 335, 41 FEET NORTH OF THE CENTER LINE OF U.S.
 NO0319'HIGHWAY 20, 39 FEET SOUTH OF THE SOUTH RAIL, 1 1/2 FEET EAST OF
 NO0319'A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 NO0319'WHICH PROJECTS 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0008 ***********************************************************************
 NP0008  DESIGNATION -  B 351
 NP0008  PID         -  NP0008
 NP0008  STATE/COUNTY-  NE/SHERIDAN
 NP0008  USGS QUAD   -  GORDON SE (1969)
 NP0008
 NP0008                         *CURRENT SURVEY CONTROL
 NP0008  ___________________________________________________________________
 NP0008* NAD 83(1986)-  42 50 04.     (N)    102 06 18.     (W)     SCALED    
 NP0008* NAVD 88     -      1086.990  (meters)    3566.23   (feet)  ADJUSTED  
 NP0008  ___________________________________________________________________
 NP0008  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 NP0008  DYNAMIC HT  -        1086.475 (meters)    3564.54  (feet)  COMP
 NP0008  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 NP0008
 NP0008  VERT ORDER  -  FIRST     CLASS II
 NP0008
 NP0008.The horizontal coordinates were scaled from a topographic map and have
 NP0008.an estimated accuracy of +/- 6 seconds.
 NP0008
 NP0008.The orthometric height was determined by differential leveling
 NP0008.and adjusted by the National Geodetic Survey in June 1991..
 NP0008
 NP0008.The geoid height was determined by GEOID03.
 NP0008
 NP0008.The dynamic height is computed by dividing the NAVD 88
 NP0008.geopotential number by the normal gravity value computed on the
 NP0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0008.degrees latitude (g = 980.6199 gals.).
 NP0008
 NP0008.The modeled gravity was interpolated from observed gravity values.
 NP0008
 NP0008;                    North         East    Units  Estimated Accuracy
 NP0008;SPC NE       -   335,330.      327,930.      MT  (+/- 180 meters Scaled)
 NP0008
 NP0008                          SUPERSEDED SURVEY CONTROL
 NP0008
 NP0008  NGVD 29 (??/??/92) 1086.510  (m)         3564.66   (f) ADJ UNCH    1 2
 NP0008
 NP0008.Superseded values are not recommended for survey control.
 NP0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0008.See file dsdata.txt to determine how the superseded data were derived.
 NP0008
 NP0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH366464(NAD 83)
 NP0008_MARKER: DB = BENCH MARK DISK
 NP0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0008_STAMPING: B 351 1957
 NP0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0008+STABILITY: SURFACE MOTION
 NP0008
 NP0008  HISTORY     - Date     Condition        Report By
 NP0008  HISTORY     - 1957     MONUMENTED       CGS
 NP0008
 NP0008                          STATION DESCRIPTION
 NP0008
 NP0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0008'5.1 MI NE FROM GORDON.
 NP0008'ABOUT 5.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0008'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 41 W., SECTION
 NP0008'14., AT A ROAD CROSSING, 0.4 MILES SOUTHWEST OF MILEPOST 354,
 NP0008'108 FEET WEST-NORTHWEST OF THE CENTER LINE OF A ROAD CROSSING,
 NP0008'104 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 73 FEET
 NP0008'SOUTHWEST OF A POWER POLE, 85 FEET NORTHWEST OF THE NORTHWEST
 NP0008'RAIL, 2 FEET SOUTH EAST OF A FENCE LINE, 1 1/2 FEET NORTHEAST
 NP0008'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND
 NP0008'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0042 ***********************************************************************
 NP0042  DESIGNATION -  B 352
 NP0042  PID         -  NP0042
 NP0042  STATE/COUNTY-  NE/SHERIDAN
 NP0042  USGS QUAD   -  RUSHVILLE (1966)
 NP0042
 NP0042                         *CURRENT SURVEY CONTROL
 NP0042  ___________________________________________________________________
 NP0042* NAD 83(1986)-  42 43 23.     (N)    102 26 24.     (W)     SCALED    
 NP0042* NAVD 88     -      1142.168  (meters)    3747.26   (feet)  ADJUSTED  
 NP0042  ___________________________________________________________________
 NP0042  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 NP0042  DYNAMIC HT  -        1141.592 (meters)    3745.37  (feet)  COMP
 NP0042  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 NP0042
 NP0042  VERT ORDER  -  FIRST     CLASS II
 NP0042
 NP0042.The horizontal coordinates were scaled from a topographic map and have
 NP0042.an estimated accuracy of +/- 6 seconds.
 NP0042
 NP0042.The orthometric height was determined by differential leveling
 NP0042.and adjusted by the National Geodetic Survey in June 1991..
 NP0042
 NP0042.The geoid height was determined by GEOID03.
 NP0042
 NP0042.The dynamic height is computed by dividing the NAVD 88
 NP0042.geopotential number by the normal gravity value computed on the
 NP0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0042.degrees latitude (g = 980.6199 gals.).
 NP0042
 NP0042.The modeled gravity was interpolated from observed gravity values.
 NP0042
 NP0042;                    North         East    Units  Estimated Accuracy
 NP0042;SPC NE       -   323,680.      300,200.      MT  (+/- 180 meters Scaled)
 NP0042
 NP0042                          SUPERSEDED SURVEY CONTROL
 NP0042
 NP0042  NGVD 29 (??/??/92) 1141.644  (m)         3745.54   (f) ADJ UNCH    1 2
 NP0042
 NP0042.Superseded values are not recommended for survey control.
 NP0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0042.See file dsdata.txt to determine how the superseded data were derived.
 NP0042
 NP0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH096332(NAD 83)
 NP0042_MARKER: DB = BENCH MARK DISK
 NP0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0042_STAMPING: B 352 1957
 NP0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0042+STABILITY: SURFACE MOTION
 NP0042
 NP0042  HISTORY     - Date     Condition        Report By
 NP0042  HISTORY     - 1957     MONUMENTED       CGS
 NP0042  HISTORY     - 1982     GOOD             LOCSUR
 NP0042
 NP0042                          STATION DESCRIPTION
 NP0042
 NP0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0042'1.2 MI NE FROM RUSHVILLE.
 NP0042'ABOUT 1.2 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0042'RAILWAY FROM THE STATION AT RUSHVILLE, 252 FEET SOUTHWEST OF
 NP0042'THE CENTER LINE OF A ROAD CROSSING, 235 FEET SOUTHWEST OF A
 NP0042'SECTION LINE ROAD, 155 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 NP0042'HIGHWAY 20, 70 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD,
 NP0042'52 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN T. 32 N., R. 44
 NP0042'W., SECTION 27., 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 NP0042'POST, ABOUT 3 FEET BELOW THE TOP OF THE RAILS, AND IN THE TOP
 NP0042'OF A CONCRETE POST WHICH PROJECTS 9 INCHES.
 NP0042
 NP0042                          STATION RECOVERY (1982)
 NP0042
 NP0042'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NP0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0308 ***********************************************************************
 NO0308  DESIGNATION -  B 353
 NO0308  PID         -  NO0308
 NO0308  STATE/COUNTY-  NE/CHERRY
 NO0308  USGS QUAD   -  MERRIMAN NE (1990)
 NO0308
 NO0308                         *CURRENT SURVEY CONTROL
 NO0308  ___________________________________________________________________
 NO0308* NAD 83(1986)-  42 55 55.     (N)    101 37 17.     (W)     SCALED    
 NO0308* NAVD 88     -       980.077  (meters)    3215.47   (feet)  ADJUSTED  
 NO0308  ___________________________________________________________________
 NO0308  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 NO0308  DYNAMIC HT  -         979.657 (meters)    3214.09  (feet)  COMP
 NO0308  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 NO0308
 NO0308  VERT ORDER  -  FIRST     CLASS II
 NO0308
 NO0308.The horizontal coordinates were scaled from a topographic map and have
 NO0308.an estimated accuracy of +/- 6 seconds.
 NO0308
 NO0308.The orthometric height was determined by differential leveling
 NO0308.and adjusted by the National Geodetic Survey in June 1991..
 NO0308
 NO0308.The geoid height was determined by GEOID03.
 NO0308
 NO0308.The dynamic height is computed by dividing the NAVD 88
 NO0308.geopotential number by the normal gravity value computed on the
 NO0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0308.degrees latitude (g = 980.6199 gals.).
 NO0308
 NO0308.The modeled gravity was interpolated from observed gravity values.
 NO0308
 NO0308;                    North         East    Units  Estimated Accuracy
 NO0308;SPC NE       -   345,300.      367,660.      MT  (+/- 180 meters Scaled)
 NO0308
 NO0308                          SUPERSEDED SURVEY CONTROL
 NO0308
 NO0308  NGVD 29 (??/??/92)  979.673  (m)         3214.14   (f) ADJ UNCH    1 2
 NO0308
 NO0308.Superseded values are not recommended for survey control.
 NO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0308.See file dsdata.txt to determine how the superseded data were derived.
 NO0308
 NO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN860565(NAD 83)
 NO0308_MARKER: DB = BENCH MARK DISK
 NO0308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0308_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NO0308_STAMPING: B 353 1957
 NO0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0308
 NO0308  HISTORY     - Date     Condition        Report By
 NO0308  HISTORY     - 1957     MONUMENTED       CGS
 NO0308
 NO0308                          STATION DESCRIPTION
 NO0308
 NO0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0308'4.2 MI E FROM MERRIMAN.
 NO0308'ABOUT 4.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0308'FROM THE STATION AT MERRIMAN, IN SECTION 12, T. 34 N., R. 37 W.,
 NO0308'28 FEET EAST OF THE 4TH POLE EAST OF MILEPOST 328, 40 FEET SOUTH
 NO0308'OF THE SOUTH RAIL, 182 FEET WEST OF THE CENTER LINE OF A PRIVATE
 NO0308'ROAD, 189 FEET WEST-SOUTHWEST OF THE CENTER OF THE CROSSING, 11
 NO0308'FEET NORTH OF THE FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 NO0308'WITNESS POST, ABOUT 2 FEET ABOVE THE TRACK, A DISK ON THE TOP
 NO0308'OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0487 ***********************************************************************
 NP0487  DESIGNATION -  B 354
 NP0487  PID         -  NP0487
 NP0487  STATE/COUNTY-  NE/SIOUX
 NP0487  USGS QUAD   -  MONTROSE (1980)
 NP0487
 NP0487                         *CURRENT SURVEY CONTROL
 NP0487  ___________________________________________________________________
 NP0487* NAD 83(1986)-  42 59 27.     (N)    103 38 33.     (W)     SCALED    
 NP0487* NAVD 88     -      1094.181  (meters)    3589.83   (feet)  ADJUSTED  
 NP0487  ___________________________________________________________________
 NP0487  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 NP0487  DYNAMIC HT  -        1093.673 (meters)    3588.16  (feet)  COMP
 NP0487  MODELED GRAV-     980,118.5   (mgal)                       NAVD 88
 NP0487
 NP0487  VERT ORDER  -  FIRST     CLASS II
 NP0487
 NP0487.The horizontal coordinates were scaled from a topographic map and have
 NP0487.an estimated accuracy of +/- 6 seconds.
 NP0487
 NP0487.The orthometric height was determined by differential leveling
 NP0487.and adjusted by the National Geodetic Survey in June 1991..
 NP0487.WARNING-Repeat measurements at this control monument indicate possible
 NP0487.vertical movement.
 NP0487
 NP0487.The geoid height was determined by GEOID03.
 NP0487
 NP0487.The dynamic height is computed by dividing the NAVD 88
 NP0487.geopotential number by the normal gravity value computed on the
 NP0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0487.degrees latitude (g = 980.6199 gals.).
 NP0487
 NP0487.The modeled gravity was interpolated from observed gravity values.
 NP0487
 NP0487;                    North         East    Units  Estimated Accuracy
 NP0487;SPC NE       -   356,860.      203,030.      MT  (+/- 180 meters Scaled)
 NP0487
 NP0487                          SUPERSEDED SURVEY CONTROL
 NP0487
 NP0487  NGVD 29 (??/??/92) 1093.631  (m)         3588.02   (f) ADJ UNCH    1 2
 NP0487
 NP0487.Superseded values are not recommended for survey control.
 NP0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0487.See file dsdata.txt to determine how the superseded data were derived.
 NP0487
 NP0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH106606(NAD 83)
 NP0487_MARKER: DB = BENCH MARK DISK
 NP0487_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0487_SP_SET: CULVERT HEADWALL
 NP0487_STAMPING: B 354 1957
 NP0487_MARK LOGO: CGS   
 NP0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0487+STABILITY: SURFACE MOTION
 NP0487
 NP0487  HISTORY     - Date     Condition        Report By
 NP0487  HISTORY     - 1957     MONUMENTED       CGS
 NP0487  HISTORY     - 1985     GOOD             NGS
 NP0487
 NP0487                          STATION DESCRIPTION
 NP0487
 NP0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0487'25.2 MI NW FROM CRAWFORD.
 NP0487'ABOUT 25.15 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0487'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 23,
 NP0487'T. 35 N., R. 54 W., 1 1/2 POLE NORTHWEST OF MILEPOST 448, 10 1/2
 NP0487'RAILS NORTHWEST OF THE CENTER OF A ROAD CROSSING, 8 1/2 FEET
 NP0487'SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT LOWER THAN THE RAIL
 NP0487'AND IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEAD WALL
 NP0487'OF A 5 X 6-FOOT CONCRETE CULVERT.
 NP0487
 NP0487                          STATION RECOVERY (1985)
 NP0487
 NP0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0487'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0487'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0487'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0487'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0487'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0487'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD, THENCE 35.1
 NP0487'KM (21.75 MI) NORTH-NORTHWEST ALONG THE NORTHEAST SIDE OF THE TRACKS
 NP0487'TO A POINT WHERE THE ROAD TURNS NORTH, BETWEEN THE FIRST AND SECOND
 NP0487'POLE NORTHWEST OF MILEPOLE 448, IN TOP OF THE NORTHWEST END OF THE
 NP0487'SOUTHWEST HEADWALL OF A 5 BY 6 FOOT RAILROAD CULVERT, 2.6 METERS (8.5
 NP0487'FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 NP0487'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0833 ***********************************************************************
 NN0833  DESIGNATION -  B 36 RESET
 NN0833  PID         -  NN0833
 NN0833  STATE/COUNTY-  NE/KEYA PAHA
 NN0833  USGS QUAD   -  SPRINGVIEW (1964)
 NN0833
 NN0833                         *CURRENT SURVEY CONTROL
 NN0833  ___________________________________________________________________
 NN0833* NAD 83(1986)-  42 47 44.     (N)    099 39 01.     (W)     SCALED    
 NN0833* NAVD 88     -       737.91   (meters)    2421.0    (feet)  RESET     
 NN0833  ___________________________________________________________________
 NN0833  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 NN0833
 NN0833  VERT ORDER  -  THIRD
 NN0833
 NN0833.The horizontal coordinates were scaled from a topographic map and have
 NN0833.an estimated accuracy of +/- 6 seconds.
 NN0833
 NN0833.The orthometric height was computed from unverified reset data.
 NN0833.No vertical observational check was made to the station.
 NN0833
 NN0833.The geoid height was determined by GEOID03.
 NN0833
 NN0833;                    North         East    Units  Estimated Accuracy
 NN0833;SPC NE       -   328,970.      528,610.      MT  (+/- 180 meters Scaled)
 NN0833
 NN0833                          SUPERSEDED SURVEY CONTROL
 NN0833
 NN0833  NGVD 29 (08/02/06)  737.63   (m)         2420.0    (f) RESET       3  
 NN0833
 NN0833.Superseded values are not recommended for survey control.
 NN0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0833.See file dsdata.txt to determine how the superseded data were derived.
 NN0833
 NN0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN468383(NAD 83)
 NN0833_MARKER: DV = VERTICAL CONTROL DISK
 NN0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0833_SP_SET: CONCRETE POST
 NN0833_STAMPING: B 36 RESET 1990
 NN0833_MARK LOGO: NGS   
 NN0833_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NN0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0833+STABILITY: SURFACE MOTION
 NN0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0833+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NN0833
 NN0833  HISTORY     - Date     Condition        Report By
 NN0833  HISTORY     - 1990     MONUMENTED       NEDR
 NN0833
 NN0833                          STATION DESCRIPTION
 NN0833
 NN0833'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1990
 NN0833'ABOUT 5.4 MI (8.7 KM) EAST-SOUTHEAST FROM SPRINGVIEW, 5 MI (8.0 KM)
 NN0833'EAST FROM THE JUNCTION OF STATE HIGHWAY 7 WITH U.S. HIGHWAY 183, ON
 NN0833'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 7 AND IN SEC 26, T33N, R20W.
 NN0833'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 12 WITH U.S.
 NN0833'HIGHWAY 183, IN SPRINGVIEW, GO SOUTH ON HIGHWAY 183 FOR 2.0 MI (3.2
 NN0833'KM) TO STATE HIGHWAY 7.  TURN LEFT AND GO EAST ON HIGHWAY 7 FOR 5.1
 NN0833'MI (8.2 KM) TO THE BENCH MARK ON THE LEFT, IN THE NORTHEAST ANGLE OF
 NN0833'A CROSSROAD, IN THE TOP OF A ROUND CONCRETE MONUMENT, THAT IS FLUSH
 NN0833'WITH THE GROUND SURFACE.  IT IS 89.0 FT (27.1 M) NORTH FROM THE
 NN0833'CENTERLINE OF THE HIGHWAY, 85.0 FT (25.9 M) EAST FROM THE CENTERLINE
 NN0833'OF THE COUNTY ROAD, 66.2 FT (20.2 M) EAST-NORTHEAST FROM THE CENTER
 NN0833'OF THE EAST END OF A CORRUGATED METAL CULVERT, 4.1 FT (1.2 M)
 NN0833'EAST-SOUTHEAST FROM A FENCE CORNER POST AND 1.2 FT (0.4 M) SOUTH FROM
 NN0833'A WITNESS POST AND A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0472 ***********************************************************************
 MK0472  DESIGNATION -  B 360
 MK0472  PID         -  MK0472
 MK0472  STATE/COUNTY-  NE/WASHINGTON
 MK0472  USGS QUAD   -  ARLINGTON (1968)
 MK0472
 MK0472                         *CURRENT SURVEY CONTROL
 MK0472  ___________________________________________________________________
 MK0472* NAD 83(1986)-  41 28 48.     (N)    096 18 36.     (W)     SCALED    
 MK0472* NAVD 88     -       394.555  (meters)    1294.47   (feet)  ADJUSTED  
 MK0472  ___________________________________________________________________
 MK0472  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MK0472  DYNAMIC HT  -         394.373 (meters)    1293.87  (feet)  COMP
 MK0472  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 MK0472
 MK0472  VERT ORDER  -  SECOND    CLASS 0
 MK0472
 MK0472.The horizontal coordinates were scaled from a topographic map and have
 MK0472.an estimated accuracy of +/- 6 seconds.
 MK0472
 MK0472.The orthometric height was determined by differential leveling
 MK0472.and adjusted by the National Geodetic Survey in June 1991..
 MK0472
 MK0472.The geoid height was determined by GEOID03.
 MK0472
 MK0472.The dynamic height is computed by dividing the NAVD 88
 MK0472.geopotential number by the normal gravity value computed on the
 MK0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0472.degrees latitude (g = 980.6199 gals.).
 MK0472
 MK0472.The modeled gravity was interpolated from observed gravity values.
 MK0472
 MK0472;                    North         East    Units  Estimated Accuracy
 MK0472;SPC NE       -   189,400.      808,000.      MT  (+/- 180 meters Scaled)
 MK0472
 MK0472                          SUPERSEDED SURVEY CONTROL
 MK0472
 MK0472  NGVD 29 (??/??/92)  394.408  (m)         1293.99   (f) ADJ UNCH    2 0
 MK0472
 MK0472.Superseded values are not recommended for survey control.
 MK0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0472.See file dsdata.txt to determine how the superseded data were derived.
 MK0472
 MK0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL245955(NAD 83)
 MK0472_MARKER: DB = BENCH MARK DISK
 MK0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0472_STAMPING: B 360 1959
 MK0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0472+STABILITY: SURFACE MOTION
 MK0472
 MK0472  HISTORY     - Date     Condition        Report By
 MK0472  HISTORY     - 1959     MONUMENTED       CGS
 MK0472  HISTORY     - 1960     GOOD             NGS
 MK0472
 MK0472                          STATION DESCRIPTION
 MK0472
 MK0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0472'2.5 MI NE FROM ARLINGTON.
 MK0472'2.2 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE CHICAGO AND
 MK0472'NORTH WESTERN RAILROAD STATION IN ARLINGTON, WASHINGTON COUNTY,
 MK0472'THENCE 1.9 MILES NORTH ON A GRAVELED ROAD IN THE SOUTHWEST
 MK0472'CORNER OF A ROAD INTERSECTION, 34 FEET WEST OF THE CENTER LINE
 MK0472'OF A NORTH-SOUTH ROAD, 32 FEET SOUTH OF THE CENTER LINE OF AN
 MK0472'EAST-WEST ROAD, 4 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET
 MK0472'SOUTH OF A METAL WITNESS POST.  A STANDARD DISK, STAMPED B
 MK0472'360 1959 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0472'2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0267 ***********************************************************************
 MN0267  DESIGNATION -  B 361
 MN0267  PID         -  MN0267
 MN0267  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0267  USGS QUAD   -  MINATARE (1965)
 MN0267
 MN0267                         *CURRENT SURVEY CONTROL
 MN0267  ___________________________________________________________________
 MN0267* NAD 83(1986)-  41 52 12.     (N)    103 35 42.     (W)     SCALED    
 MN0267* NAVD 88     -      1203.449  (meters)    3948.32   (feet)  ADJUSTED  
 MN0267  ___________________________________________________________________
 MN0267  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 MN0267  DYNAMIC HT  -        1202.674 (meters)    3945.77  (feet)  COMP
 MN0267  MODELED GRAV-     979,937.2   (mgal)                       NAVD 88
 MN0267
 MN0267  VERT ORDER  -  SECOND    CLASS 0
 MN0267
 MN0267.This mark is at William B Heilig Fld Airport (BFF)
 MN0267
 MN0267.The horizontal coordinates were scaled from a topographic map and have
 MN0267.an estimated accuracy of +/- 6 seconds.
 MN0267
 MN0267.The orthometric height was determined by differential leveling
 MN0267.and adjusted by the National Geodetic Survey in June 1991..
 MN0267
 MN0267.The geoid height was determined by GEOID03.
 MN0267
 MN0267.The dynamic height is computed by dividing the NAVD 88
 MN0267.geopotential number by the normal gravity value computed on the
 MN0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0267.degrees latitude (g = 980.6199 gals.).
 MN0267
 MN0267.The modeled gravity was interpolated from observed gravity values.
 MN0267
 MN0267;                    North         East    Units  Estimated Accuracy
 MN0267;SPC NE       -   232,330.      201,730.      MT  (+/- 180 meters Scaled)
 MN0267
 MN0267                          SUPERSEDED SURVEY CONTROL
 MN0267
 MN0267  NGVD 29 (??/??/92) 1202.796  (m)         3946.17   (f) ADJ UNCH    2 0
 MN0267
 MN0267.Superseded values are not recommended for survey control.
 MN0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0267.See file dsdata.txt to determine how the superseded data were derived.
 MN0267
 MN0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG165362(NAD 83)
 MN0267_MARKER: DB = BENCH MARK DISK
 MN0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0267_SP_SET: FLOOR
 MN0267_STAMPING: B 361 1962
 MN0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0267
 MN0267  HISTORY     - Date     Condition        Report By
 MN0267  HISTORY     - 1962     MONUMENTED       CGS
 MN0267  HISTORY     - 1973     GOOD             NGS
 MN0267  HISTORY     - 1976     POOR             NGS
 MN0267
 MN0267                          STATION DESCRIPTION
 MN0267
 MN0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MN0267'3 MI NE FROM SCOTTSBLUFF.
 MN0267'THE MARK IS LOCATED AT THE SCOTTSBLUFF MUNICIPAL AIRPORT, IN
 MN0267'THE FRONT OF THE MAIN HANGER, 1.3 FEET IN SIDE OF THE SLIDING
 MN0267'DOOR TRACK AND MIDWAY BETWEEN THE SIDES, SET IN THE FLOOR OF THE
 MN0267'HANGER.
 MN0267
 MN0267                          STATION RECOVERY (1973)
 MN0267
 MN0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MN0267'RECOVERED IN GOOD CONDITION.
 MN0267
 MN0267                          STATION RECOVERY (1976)
 MN0267
 MN0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MN0267'A NEW DESCRIPTION FOLLOWS-- THE MARK IS LOCATED AT THE SCOTTS BLUFF
 MN0267'COUNTY AIRPORT ABOUT 400 FEET NORTH OF THE NORTHEAST END OF THE
 MN0267'TERMINAL BUILDING. IT IS 5.2 FEET EAST OF THE CENTER OF THE EAST
 MN0267'SLIDING DOORS OF THE SOUTHWESTERN MOST HANGAR OWNED BY SCOTTSBLUFF
 MN0267'AVIATION (A LIGHT GREEN STEEL BUILDING). IT IS SET IN A DRILL HOLE IN
 MN0267'THE CONCRETE BETWEEN THE TRACKS FOR THE SLIDING DOORS AND TRACKS FOR
 MN0267'THE DOORS OF A BUILDING PREVIOUSLY ON THIS SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0396 ***********************************************************************
 LG0396  DESIGNATION -  B 361
 LG0396  PID         -  LG0396
 LG0396  STATE/COUNTY-  NE/LANCASTER
 LG0396  USGS QUAD   -  EMERALD (1978)
 LG0396
 LG0396                         *CURRENT SURVEY CONTROL
 LG0396  ___________________________________________________________________
 LG0396* NAD 83(1986)-  40 50 35.     (N)    096 47 14.     (W)     SCALED    
 LG0396* NAVD 88     -       361.893  (meters)    1187.31   (feet)  ADJUSTED  
 LG0396  ___________________________________________________________________
 LG0396  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 LG0396  DYNAMIC HT  -         361.726 (meters)    1186.76  (feet)  COMP
 LG0396  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 LG0396
 LG0396  VERT ORDER  -  SECOND    CLASS 0
 LG0396
 LG0396.The horizontal coordinates were scaled from a topographic map and have
 LG0396.an estimated accuracy of +/- 6 seconds.
 LG0396
 LG0396.The orthometric height was determined by differential leveling
 LG0396.and adjusted by the National Geodetic Survey in June 1991..
 LG0396
 LG0396.The geoid height was determined by GEOID03.
 LG0396
 LG0396.The dynamic height is computed by dividing the NAVD 88
 LG0396.geopotential number by the normal gravity value computed on the
 LG0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0396.degrees latitude (g = 980.6199 gals.).
 LG0396
 LG0396.The modeled gravity was interpolated from observed gravity values.
 LG0396
 LG0396;                    North         East    Units  Estimated Accuracy
 LG0396;SPC NE       -   117,140.      770,810.      MT  (+/- 180 meters Scaled)
 LG0396
 LG0396                          SUPERSEDED SURVEY CONTROL
 LG0396
 LG0396  NGVD 29 (??/??/92)  361.755  (m)         1186.86   (f) ADJ UNCH    2 0
 LG0396
 LG0396.Superseded values are not recommended for survey control.
 LG0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0396.See file dsdata.txt to determine how the superseded data were derived.
 LG0396
 LG0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL865236(NAD 83)
 LG0396_MARKER: DB = BENCH MARK DISK
 LG0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0396_SP_SET: CONCRETE PAD
 LG0396_STAMPING: B 361 1959
 LG0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0396+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1987
 LG0396
 LG0396  HISTORY     - Date     Condition        Report By
 LG0396  HISTORY     - 1959     MONUMENTED       CGS
 LG0396  HISTORY     - 1966     GOOD             NGS
 LG0396  HISTORY     - 1976     POOR             NGS
 LG0396  HISTORY     - 19870310 MARK NOT FOUND   NGS
 LG0396  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0396
 LG0396                          STATION DESCRIPTION
 LG0396
 LG0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LG0396'6 MI NW FROM LINCOLN.
 LG0396'MARK IS LOCATED ON AIR BASE ROAD ON THE WEST SIDE OF THE LINCOLN
 LG0396'AFB PROPERTY.  FROM THE INTERSECTION OF 9TH. ST. AND U.S. HIGHWAY
 LG0396'6 CITY ROUTE (0 ST.) PROCEED WEST ON HIGHWAY 6 FOR 4.05 MILES TO THE
 LG0396'INTERSECTION OF THE HIGHWAY AND AIR BASE ROAD (BAKER AVE.).
 LG0396'TURN NORTH FOR 2.0 MILES.  MARK IS 48.5 FT. EAST OF THE CENTERLINE
 LG0396'OF BAKER AVE., 100.6 FT. NORTHEAST OF THE INTERSECTION OF BAKER
 LG0396'AVE. AND A GRADED ROAD, SET IN THE NORTHWEST CORNER OF A 16 X 26
 LG0396'FT. CONCRETE PAD PROJECTING 4 IN. ABOVE THE GROUND.  A STANDARD
 LG0396'BRONZE DISK STAMPED B 361 1959.
 LG0396
 LG0396                          STATION RECOVERY (1966)
 LG0396
 LG0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LG0396'RECOVERED IN GOOD CONDITION.
 LG0396
 LG0396                          STATION RECOVERY (1976)
 LG0396
 LG0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LG0396'DESCRIPTION ADEQUATE FOR RECOVERY, EXCEPT BAKER AVE IS NOW NW 48TH
 LG0396'ST. AND THE GRADED ROAD IS NOW W. ADAMS ST. THE CONCRETE PAD IS BADLY
 LG0396'BROKEN AND THE MARK MAY BE LOST IN THE NEAR FUTURE.
 LG0396
 LG0396                          STATION RECOVERY (1987)
 LG0396
 LG0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LG0396'MARK NOT FOUND.
 LG0396
 LG0396                          STATION RECOVERY (1990)
 LG0396
 LG0396'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0514 ***********************************************************************
 LG0514  DESIGNATION -  B 363
 LG0514  PID         -  LG0514
 LG0514  STATE/COUNTY-  NE/SEWARD
 LG0514  USGS QUAD   -  STAPLEHURST (1964)
 LG0514
 LG0514                         *CURRENT SURVEY CONTROL
 LG0514  ___________________________________________________________________
 LG0514* NAD 83(1986)-  40 54 06.     (N)    097 08 21.     (W)     SCALED    
 LG0514* NAVD 88     -       444.330  (meters)    1457.77   (feet)  ADJUSTED  
 LG0514  ___________________________________________________________________
 LG0514  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 LG0514  DYNAMIC HT  -         444.097 (meters)    1457.01  (feet)  COMP
 LG0514  MODELED GRAV-     980,086.4   (mgal)                       NAVD 88
 LG0514
 LG0514  VERT ORDER  -  SECOND    CLASS 0
 LG0514
 LG0514.The horizontal coordinates were scaled from a topographic map and have
 LG0514.an estimated accuracy of +/- 6 seconds.
 LG0514
 LG0514.The orthometric height was determined by differential leveling
 LG0514.and adjusted by the National Geodetic Survey in June 1991..
 LG0514
 LG0514.The geoid height was determined by GEOID03.
 LG0514
 LG0514.The dynamic height is computed by dividing the NAVD 88
 LG0514.geopotential number by the normal gravity value computed on the
 LG0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0514.degrees latitude (g = 980.6199 gals.).
 LG0514
 LG0514.The modeled gravity was interpolated from observed gravity values.
 LG0514
 LG0514;                    North         East    Units  Estimated Accuracy
 LG0514;SPC NE       -   122,600.      740,940.      MT  (+/- 180 meters Scaled)
 LG0514
 LG0514                          SUPERSEDED SURVEY CONTROL
 LG0514
 LG0514  NGVD 29 (??/??/92)  444.152  (m)         1457.19   (f) ADJ UNCH    2 0
 LG0514
 LG0514.Superseded values are not recommended for survey control.
 LG0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0514.See file dsdata.txt to determine how the superseded data were derived.
 LG0514
 LG0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL567295(NAD 83)
 LG0514_MARKER: DB = BENCH MARK DISK
 LG0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0514_STAMPING: B 363 1961
 LG0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0514+STABILITY: SURFACE MOTION
 LG0514
 LG0514  HISTORY     - Date     Condition        Report By
 LG0514  HISTORY     - 1961     MONUMENTED       CGS
 LG0514  HISTORY     - 1975     GOOD             NGS
 LG0514
 LG0514                          STATION DESCRIPTION
 LG0514
 LG0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0514'2.2 MI NW FROM SEWARD.
 LG0514'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0514'FROM THE STATION AT SEWARD, THENCE 1.7 MILES WEST ALONG U.S.
 LG0514'HIGHWAY 34 AND STATE HIGHWAY 2, 36.6 FEET EAST OF THE CENTER
 LG0514'OF A GRAVEL ROAD, 2.4 FEET SOUTHWEST OF A POWER POLE WITH ONE
 LG0514'GUY WIRE, 2 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN,
 LG0514'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE
 LG0514'GROUND AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LG0514
 LG0514                          STATION RECOVERY (1975)
 LG0514
 LG0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LG0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0515 ***********************************************************************
 LG0515  DESIGNATION -  B 363 RESET
 LG0515  PID         -  LG0515
 LG0515  STATE/COUNTY-  NE/SEWARD
 LG0515  USGS QUAD   -  STAPLEHURST (1964)
 LG0515
 LG0515                         *CURRENT SURVEY CONTROL
 LG0515  ___________________________________________________________________
 LG0515* NAD 83(1986)-  40 54 06.     (N)    097 08 20.     (W)     SCALED    
 LG0515* NAVD 88     -       443.92   (meters)    1456.4    (feet)  RESET     
 LG0515  ___________________________________________________________________
 LG0515  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 LG0515
 LG0515  VERT ORDER  -  THIRD
 LG0515
 LG0515.The horizontal coordinates were scaled from a topographic map and have
 LG0515.an estimated accuracy of +/- 6 seconds.
 LG0515
 LG0515.The orthometric height was computed from unverified reset data.
 LG0515.No vertical observational check was made to the station.
 LG0515
 LG0515.The geoid height was determined by GEOID03.
 LG0515
 LG0515;                    North         East    Units  Estimated Accuracy
 LG0515;SPC NE       -   122,600.      740,970.      MT  (+/- 180 meters Scaled)
 LG0515
 LG0515                          SUPERSEDED SURVEY CONTROL
 LG0515
 LG0515  NGVD 29 (08/02/06)  443.74   (m)         1455.8    (f) RESET       3  
 LG0515
 LG0515.Superseded values are not recommended for survey control.
 LG0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0515.See file dsdata.txt to determine how the superseded data were derived.
 LG0515
 LG0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL567295(NAD 83)
 LG0515_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LG0515_SETTING: 0 = UNSPECIFIED SETTING
 LG0515_STAMPING: B 363 RESET 1975
 LG0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0515
 LG0515  HISTORY     - Date     Condition        Report By
 LG0515  HISTORY     - 1975     MONUMENTED       NGS
 LG0515
 LG0515                          STATION DESCRIPTION
 LG0515
 LG0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LG0515'2.2 MI NW FROM SEWARD.
 LG0515'FROM THE COURTHOUSE IN SEWARD, AT THE JUNCTION OF U.S. HIGHWAY
 LG0515'37 AND 34 AND STATE HIGHWAY 15, GO WEST ALONG HIGHWAY 34 FOR
 LG0515'2.25 MILES TO A GRAVELED ROAD NORTH AND THE BENCH MARK ON THE
 LG0515'RIGHT, 116 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 5 FEET
 LG0515'WEST OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST AND
 LG0515'ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 34.  A 4-INCH CAST ALUMINUM
 LG0515'BENCH MARK STAMPED B 363 RESET 1975, SET FLUSH WITH THE GROUND
 LG0515'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0060 ***********************************************************************
 LG0060  DESIGNATION -  B 364
 LG0060  PID         -  LG0060
 LG0060  STATE/COUNTY-  NE/CASS
 LG0060  USGS QUAD   -  ELMWOOD (1966)
 LG0060
 LG0060                         *CURRENT SURVEY CONTROL
 LG0060  ___________________________________________________________________
 LG0060* NAD 83(1986)-  40 48 46.     (N)    096 17 39.     (W)     SCALED    
 LG0060* NAVD 88     -       383.591  (meters)    1258.50   (feet)  ADJUSTED  
 LG0060  ___________________________________________________________________
 LG0060  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 LG0060  DYNAMIC HT  -         383.427 (meters)    1257.96  (feet)  COMP
 LG0060  MODELED GRAV-     980,184.7   (mgal)                       NAVD 88
 LG0060
 LG0060  VERT ORDER  -  SECOND    CLASS 0
 LG0060
 LG0060.The horizontal coordinates were scaled from a topographic map and have
 LG0060.an estimated accuracy of +/- 6 seconds.
 LG0060
 LG0060.The orthometric height was determined by differential leveling
 LG0060.and adjusted by the National Geodetic Survey in June 1991..
 LG0060
 LG0060.The geoid height was determined by GEOID03.
 LG0060
 LG0060.The dynamic height is computed by dividing the NAVD 88
 LG0060.geopotential number by the normal gravity value computed on the
 LG0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0060.degrees latitude (g = 980.6199 gals.).
 LG0060
 LG0060.The modeled gravity was interpolated from observed gravity values.
 LG0060
 LG0060;                    North         East    Units  Estimated Accuracy
 LG0060;SPC NE       -   115,440.      812,490.      MT  (+/- 180 meters Scaled)
 LG0060
 LG0060                          SUPERSEDED SURVEY CONTROL
 LG0060
 LG0060  NGVD 29 (??/??/92)  383.496  (m)         1258.19   (f) ADJ UNCH    2 0
 LG0060
 LG0060.Superseded values are not recommended for survey control.
 LG0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0060.See file dsdata.txt to determine how the superseded data were derived.
 LG0060
 LG0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL282214(NAD 83)
 LG0060_MARKER: DB = BENCH MARK DISK
 LG0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0060_SP_SET: CULVERT
 LG0060_STAMPING: B 364 1961
 LG0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0060
 LG0060  HISTORY     - Date     Condition        Report By
 LG0060  HISTORY     - 1961     MONUMENTED       CGS
 LG0060  HISTORY     - 1964     GOOD             NGS
 LG0060
 LG0060                          STATION DESCRIPTION
 LG0060
 LG0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0060'7 MI E FROM EAGLE.
 LG0060'0.15 MILE SOUTH ALONG THE DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0060'EAGLE, THENCE 6.9 MILES EAST ALONG U.S. HIGHWAY 34, ABOUT 206
 LG0060'FEET NORTHWEST FROM THE NORTHWEST CORNER OF A SERVICE STATION,
 LG0060'177 FEET WEST OF THE CENTER OF STATE HIGHWAY 1, 98.0 FEET NORTH
 LG0060'OF THE CENTER LINE OF U.S. HIGHWAY 34, 8 INCHES SOUTHWEST OF THE
 LG0060'NORTHWEST END OF BRIDGE ABUTMENT, SET IN TOP OF THE NORTHEAST
 LG0060'END OF THE NORTHWEST CONCRETE HEADWALL OF A CONCRETE CULVERT
 LG0060'UNDER THE HIGHWAY.
 LG0060
 LG0060                          STATION RECOVERY (1964)
 LG0060
 LG0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LG0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0007 ***********************************************************************
 NN0007  DESIGNATION -  B 37
 NN0007  PID         -  NN0007
 NN0007  STATE/COUNTY-  NE/BOYD
 NN0007  USGS QUAD   -  LYNCH (1950)
 NN0007
 NN0007                         *CURRENT SURVEY CONTROL
 NN0007  ___________________________________________________________________
 NN0007* NAD 83(1986)-  42 49 42.     (N)    098 25 29.     (W)     SCALED    
 NN0007* NAVD 88     -       418.772  (meters)    1373.92   (feet)  ADJUSTED  
 NN0007  ___________________________________________________________________
 NN0007  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 NN0007  DYNAMIC HT  -         418.624 (meters)    1373.44  (feet)  COMP
 NN0007  MODELED GRAV-     980,255.7   (mgal)                       NAVD 88
 NN0007
 NN0007  VERT ORDER  -  SECOND    CLASS 0
 NN0007
 NN0007.The horizontal coordinates were scaled from a topographic map and have
 NN0007.an estimated accuracy of +/- 6 seconds.
 NN0007
 NN0007.The orthometric height was determined by differential leveling
 NN0007.and adjusted by the National Geodetic Survey in June 1991..
 NN0007.WARNING-Repeat measurements at this control monument indicate possible
 NN0007.vertical movement.
 NN0007
 NN0007.The geoid height was determined by GEOID03.
 NN0007
 NN0007.The dynamic height is computed by dividing the NAVD 88
 NN0007.geopotential number by the normal gravity value computed on the
 NN0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0007.degrees latitude (g = 980.6199 gals.).
 NN0007
 NN0007.The modeled gravity was interpolated from observed gravity values.
 NN0007
 NN0007;                    North         East    Units  Estimated Accuracy
 NN0007;SPC NE       -   333,730.      628,790.      MT  (+/- 180 meters Scaled)
 NN0007
 NN0007                          SUPERSEDED SURVEY CONTROL
 NN0007
 NN0007  NGVD 29 (??/??/92)  418.514  (m)         1373.07   (f) ADJ UNCH    2 0
 NN0007
 NN0007.Superseded values are not recommended for survey control.
 NN0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0007.See file dsdata.txt to determine how the superseded data were derived.
 NN0007
 NN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN470419(NAD 83)
 NN0007_MARKER: DB = BENCH MARK DISK
 NN0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0007_STAMPING: B 37 1934
 NN0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0007+STABILITY: SURFACE MOTION
 NN0007
 NN0007  HISTORY     - Date     Condition        Report By
 NN0007  HISTORY     - 1934     MONUMENTED       CGS
 NN0007  HISTORY     - 1949     GOOD             NGS
 NN0007
 NN0007                          STATION DESCRIPTION
 NN0007
 NN0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NN0007'2.3 MI E FROM LYNCH.
 NN0007'2.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0007'THE STATION AT LYNCH, 42 FEET NORTH OF THE CENTER LINE OF STATE
 NN0007'HIGHWAY 12, 43.9 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 5.7
 NN0007'FEET WEST OF MILEPOST 86, AND SET IN THE TOP OF A CONCRETE
 NN0007'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS
 NN0007'172.6 FEET NORTHWEST OF BENCH MARK Q 273.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1297 ***********************************************************************
 NM1297  DESIGNATION -  B 38
 NM1297  PID         -  NM1297
 NM1297  STATE/COUNTY-  NE/KNOX
 NM1297  USGS QUAD   -  CREIGHTON (1974)
 NM1297
 NM1297                         *CURRENT SURVEY CONTROL
 NM1297  ___________________________________________________________________
 NM1297* NAD 83(1986)-  42 27 50.     (N)    097 53 48.     (W)     SCALED    
 NM1297* NAVD 88     -       487.424  (meters)    1599.16   (feet)  ADJUSTED  
 NM1297  ___________________________________________________________________
 NM1297  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 NM1297  DYNAMIC HT  -         487.247 (meters)    1598.58  (feet)  COMP
 NM1297  MODELED GRAV-     980,242.7   (mgal)                       NAVD 88
 NM1297
 NM1297  VERT ORDER  -  SECOND    CLASS 0
 NM1297
 NM1297.The horizontal coordinates were scaled from a topographic map and have
 NM1297.an estimated accuracy of +/- 6 seconds.
 NM1297
 NM1297.The orthometric height was determined by differential leveling
 NM1297.and adjusted by the National Geodetic Survey in June 1991..
 NM1297
 NM1297.The geoid height was determined by GEOID03.
 NM1297
 NM1297.The dynamic height is computed by dividing the NAVD 88
 NM1297.geopotential number by the normal gravity value computed on the
 NM1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1297.degrees latitude (g = 980.6199 gals.).
 NM1297
 NM1297.The modeled gravity was interpolated from observed gravity values.
 NM1297
 NM1297;                    North         East    Units  Estimated Accuracy
 NM1297;SPC NE       -   294,180.      672,940.      MT  (+/- 180 meters Scaled)
 NM1297
 NM1297                          SUPERSEDED SURVEY CONTROL
 NM1297
 NM1297  NGVD 29 (??/??/92)  487.228  (m)         1598.51   (f) ADJ UNCH    2 0
 NM1297
 NM1297.Superseded values are not recommended for survey control.
 NM1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1297.See file dsdata.txt to determine how the superseded data were derived.
 NM1297
 NM1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN907018(NAD 83)
 NM1297_MARKER: DB = BENCH MARK DISK
 NM1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1297_STAMPING: B-38--1934
 NM1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1297+STABILITY: SURFACE MOTION
 NM1297
 NM1297  HISTORY     - Date     Condition        Report By
 NM1297  HISTORY     - 1934     MONUMENTED       CGS
 NM1297
 NM1297                          STATION DESCRIPTION
 NM1297
 NM1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1297'0.3 MI SE FROM CREIGHTON.
 NM1297'LOCATED 0.3 OF MILE SOUTHEAST OF STATION AT CREIGHTON, ALONG
 NM1297'CHICAGO AND NORTH WESTERN RWY. 41 FEET NORTHEAST OF NORTHEAST
 NM1297'RAIL OF MAIN TRACK, 30 FEET WEST OF CENTERLINE OF STATE HWY. 14,
 NM1297'14.5 FEET NORTH OF POWER LINE POST.  STANDARD TABLET SET IN TOP OF
 NM1297'CONCRETE POST 3 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1432 ***********************************************************************
 NM1432  DESIGNATION -  B 39
 NM1432  PID         -  NM1432
 NM1432  STATE/COUNTY-  NE/KNOX
 NM1432  USGS QUAD   -  BLOOMFIELD SE (1968)
 NM1432
 NM1432                         *CURRENT SURVEY CONTROL
 NM1432  ___________________________________________________________________
 NM1432* NAD 83(1986)-  42 34 07.     (N)    097 31 29.     (W)     SCALED    
 NM1432* NAVD 88     -       571.211  (meters)    1874.05   (feet)  ADJUSTED  
 NM1432  ___________________________________________________________________
 NM1432  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 NM1432  DYNAMIC HT  -         570.999 (meters)    1873.35  (feet)  COMP
 NM1432  MODELED GRAV-     980,233.4   (mgal)                       NAVD 88
 NM1432
 NM1432  VERT ORDER  -  SECOND    CLASS 0
 NM1432
 NM1432.The horizontal coordinates were scaled from a topographic map and have
 NM1432.an estimated accuracy of +/- 6 seconds.
 NM1432
 NM1432.The orthometric height was determined by differential leveling
 NM1432.and adjusted by the National Geodetic Survey in June 1991..
 NM1432
 NM1432.The geoid height was determined by GEOID03.
 NM1432
 NM1432.The dynamic height is computed by dividing the NAVD 88
 NM1432.geopotential number by the normal gravity value computed on the
 NM1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1432.degrees latitude (g = 980.6199 gals.).
 NM1432
 NM1432.The modeled gravity was interpolated from observed gravity values.
 NM1432
 NM1432;                    North         East    Units  Estimated Accuracy
 NM1432;SPC NE       -   306,610.      703,180.      MT  (+/- 180 meters Scaled)
 NM1432
 NM1432                          SUPERSEDED SURVEY CONTROL
 NM1432
 NM1432  NGVD 29 (??/??/92)  570.989  (m)         1873.32   (f) ADJ UNCH    2 0
 NM1432
 NM1432.Superseded values are not recommended for survey control.
 NM1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1432.See file dsdata.txt to determine how the superseded data were derived.
 NM1432
 NM1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN210139(NAD 83)
 NM1432_MARKER: DB = BENCH MARK DISK
 NM1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1432_STAMPING: B-39-1934
 NM1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1432+STABILITY: SURFACE MOTION
 NM1432
 NM1432  HISTORY     - Date     Condition        Report By
 NM1432  HISTORY     - 1934     MONUMENTED       CGS
 NM1432  HISTORY     - 1977     GOOD             LOCSUR
 NM1432
 NM1432                          STATION DESCRIPTION
 NM1432
 NM1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1432'5.5 MI N FROM WAUSA.
 NM1432'5.5 MILES NORTH OF THE WAUSA HIGH SCHOOL, 38 FEET SOUTH OF
 NM1432'CENTERLINE OF SECTION CROSS ROAD, 30 FEET WEST OF CENTERLINE
 NM1432'OF HIGHWAY, 25 FEET SOUTH OF SOUTH END OF CONCRETE CULVERT,
 NM1432'8.8 FEET SOUTH OF TELEGRAPH POLE IN NORTH-EAST CORNER OF FIELD.
 NM1432'STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH, STAMPED
 NM1432'B 39 1934.
 NM1432
 NM1432                          STATION RECOVERY (1977)
 NM1432
 NM1432'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NM1432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0232 ***********************************************************************
 NP0232  DESIGNATION -  B 4
 NP0232  PID         -  NP0232
 NP0232  STATE/COUNTY-  NE/DAWES
 NP0232  USGS QUAD   -  CHADRON WEST (1980)
 NP0232
 NP0232                         *CURRENT SURVEY CONTROL
 NP0232  ___________________________________________________________________
 NP0232* NAD 83(1986)-  42 49 38.     (N)    103 00 05.     (W)     SCALED    
 NP0232* NAVD 88     -      1034.407  (meters)    3393.72   (feet)  POSTED    
 NP0232  ___________________________________________________________________
 NP0232  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0232  DYNAMIC HT  -        1033.900 (meters)    3392.05  (feet)  COMP
 NP0232  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 NP0232
 NP0232  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0232
 NP0232.The horizontal coordinates were scaled from a topographic map and have
 NP0232.an estimated accuracy of +/- 6 seconds.
 NP0232
 NP0232.The orthometric height was determined by differential leveling
 NP0232.and adjusted by the National Geodetic Survey in 1992..
 NP0232.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0232.rate of 1.1 thru 2.0 mm/km.
 NP0232
 NP0232.The geoid height was determined by GEOID03.
 NP0232
 NP0232.The dynamic height is computed by dividing the NAVD 88
 NP0232.geopotential number by the normal gravity value computed on the
 NP0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0232.degrees latitude (g = 980.6199 gals.).
 NP0232
 NP0232.The modeled gravity was interpolated from observed gravity values.
 NP0232
 NP0232;                    North         East    Units  Estimated Accuracy
 NP0232;SPC NE       -   336,690.      254,650.      MT  (+/- 180 meters Scaled)
 NP0232
 NP0232                          SUPERSEDED SURVEY CONTROL
 NP0232
 NP0232  NGVD 29 (??/??/92) 1033.83   (m)         3391.8    (f) COMPUTED    1 2
 NP0232
 NP0232.Superseded values are not recommended for survey control.
 NP0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0232.See file dsdata.txt to determine how the superseded data were derived.
 NP0232
 NP0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH633435(NAD 83)
 NP0232_MARKER: DB = BENCH MARK DISK
 NP0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0232_SP_SET: BUILDING
 NP0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0232
 NP0232  HISTORY     - Date     Condition        Report By
 NP0232  HISTORY     - UNK      MONUMENTED       CGS
 NP0232  HISTORY     - 1934     GOOD             NGS
 NP0232  HISTORY     - 1941     MARK NOT FOUND   LOCENG
 NP0232
 NP0232                          STATION DESCRIPTION
 NP0232
 NP0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NP0232'AT CHADRON.
 NP0232'AT CHADRON, IN THE NORTH AND FRONT ENTRANCE TO THE COURT HOUSE,
 NP0232'IN THE WEST STONE SUPPORTING TWO IRON COLUMNS, BETWEEN THE COLUMNS
 NP0232'AND THE WALL, 20 CENTIMETERS FROM THE EAST SIDE OF THE STONE AND
 NP0232'73 CENTIMETERS FROM THE NORTH EDGE, 19 1/2 CENTIMETERS FROM THE
 NP0232'BRICK COLUMNS PROJECTING BEYOND THE MAIN WALL AND 41 1/2 CENTIMETERS
 NP0232'FROM THE MAIN ENTRANCE WALL.  COPPER BOLT LEADED INTO STONE.
 NP0232
 NP0232                          STATION RECOVERY (1941)
 NP0232
 NP0232'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 NP0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0233 ***********************************************************************
 NP0233  DESIGNATION -  B 4 RESET
 NP0233  PID         -  NP0233
 NP0233  STATE/COUNTY-  NE/DAWES
 NP0233  USGS QUAD   -  CHADRON WEST (1980)
 NP0233
 NP0233                         *CURRENT SURVEY CONTROL
 NP0233  ___________________________________________________________________
 NP0233* NAD 83(1986)-  42 49 38.     (N)    103 00 05.     (W)     SCALED    
 NP0233* NAVD 88     -      1034.445  (meters)    3393.84   (feet)  ADJUSTED  
 NP0233  ___________________________________________________________________
 NP0233  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0233  DYNAMIC HT  -        1033.934 (meters)    3392.17  (feet)  COMP
 NP0233  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 NP0233
 NP0233  VERT ORDER  -  FIRST     CLASS II
 NP0233
 NP0233.The horizontal coordinates were scaled from a topographic map and have
 NP0233.an estimated accuracy of +/- 6 seconds.
 NP0233
 NP0233.The orthometric height was determined by differential leveling
 NP0233.and adjusted by the National Geodetic Survey in June 1991..
 NP0233
 NP0233.The geoid height was determined by GEOID03.
 NP0233
 NP0233.The dynamic height is computed by dividing the NAVD 88
 NP0233.geopotential number by the normal gravity value computed on the
 NP0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0233.degrees latitude (g = 980.6199 gals.).
 NP0233
 NP0233.The modeled gravity was interpolated from observed gravity values.
 NP0233
 NP0233;                    North         East    Units  Estimated Accuracy
 NP0233;SPC NE       -   336,690.      254,650.      MT  (+/- 180 meters Scaled)
 NP0233
 NP0233                          SUPERSEDED SURVEY CONTROL
 NP0233
 NP0233  NGVD 29 (??/??/92) 1033.904  (m)         3392.07   (f) ADJ UNCH    1 2
 NP0233
 NP0233.Superseded values are not recommended for survey control.
 NP0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0233.See file dsdata.txt to determine how the superseded data were derived.
 NP0233
 NP0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH633435(NAD 83)
 NP0233_MARKER: Z = SEE DESCRIPTION
 NP0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0233_SP_SET: BRASS ROD
 NP0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0233
 NP0233  HISTORY     - Date     Condition        Report By
 NP0233  HISTORY     - 1941     MONUMENTED       LOCENG
 NP0233  HISTORY     - 1957     GOOD             NGS
 NP0233
 NP0233                          STATION DESCRIPTION
 NP0233
 NP0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0233'AT CHADRON.
 NP0233'AT CHADRON, IN SECTION 20, T. 33 N., R. 48 W., IN THE NORTH
 NP0233'WALL OF THE COUNTY COURTHOUSE, 11.8 FEET WEST OF THE NORTHEAST
 NP0233'CORNER OF THE BUILDING, 3 FEET ABOVE THE GROUND, A DIM CROSS CUT
 NP0233'ON THE TOP OF A 1-INCH BRASS ROD WHICH PROJECTS ABOUT 1/2 INCH
 NP0233'FROM THE FACE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1123 ***********************************************************************
 NM1123  DESIGNATION -  B 40
 NM1123  PID         -  NM1123
 NM1123  STATE/COUNTY-  NE/CEDAR
 NM1123  USGS QUAD   -  FORDYCE (1968)
 NM1123
 NM1123                         *CURRENT SURVEY CONTROL
 NM1123  ___________________________________________________________________
 NM1123* NAD 83(1986)-  42 37 38.     (N)    097 16 07.     (W)     SCALED    
 NM1123* NAVD 88     -       419.651  (meters)    1376.81   (feet)  ADJUSTED  
 NM1123  ___________________________________________________________________
 NM1123  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NM1123  DYNAMIC HT  -         419.508 (meters)    1376.34  (feet)  COMP
 NM1123  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 NM1123
 NM1123  VERT ORDER  -  SECOND    CLASS 0
 NM1123
 NM1123.The horizontal coordinates were scaled from a topographic map and have
 NM1123.an estimated accuracy of +/- 6 seconds.
 NM1123
 NM1123.The orthometric height was determined by differential leveling
 NM1123.and adjusted by the National Geodetic Survey in June 1991..
 NM1123
 NM1123.The geoid height was determined by GEOID03.
 NM1123
 NM1123.The dynamic height is computed by dividing the NAVD 88
 NM1123.geopotential number by the normal gravity value computed on the
 NM1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1123.degrees latitude (g = 980.6199 gals.).
 NM1123
 NM1123.The modeled gravity was interpolated from observed gravity values.
 NM1123
 NM1123;                    North         East    Units  Estimated Accuracy
 NM1123;SPC NE       -   313,750.      723,990.      MT  (+/- 180 meters Scaled)
 NM1123
 NM1123                          SUPERSEDED SURVEY CONTROL
 NM1123
 NM1123  NGVD 29 (??/??/92)  419.450  (m)         1376.15   (f) ADJ UNCH    2 0
 NM1123
 NM1123.Superseded values are not recommended for survey control.
 NM1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1123.See file dsdata.txt to determine how the superseded data were derived.
 NM1123
 NM1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN419208(NAD 83)
 NM1123_MARKER: DB = BENCH MARK DISK
 NM1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1123_STAMPING: B-40--1934
 NM1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1123+STABILITY: SURFACE MOTION
 NM1123
 NM1123  HISTORY     - Date     Condition        Report By
 NM1123  HISTORY     - 1934     MONUMENTED       CGS
 NM1123  HISTORY     - 1968     MARK NOT FOUND   NGS
 NM1123
 NM1123                          STATION DESCRIPTION
 NM1123
 NM1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1123'0.4 MI NW FROM HARTINGTON.
 NM1123'IS LOCATED 0.4 OF MILE NORTHWEST OF STATION ALONG C.ST. P.M.
 NM1123'AND O. RWY. AT HARTINGTON, 30 YARDS NORTHWEST OF NORTHWEST END
 NM1123'OF SWITCH, 88 FEET EAST OF INTERSECTION OF STATE HWY, 15 AND
 NM1123'RAILROAD, 46 FEET NORTHEAST OF NORTHEAST RAIL OF TRACK, 1.5
 NM1123'FEET SOUTHWEST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF
 NM1123'CONCRETE POST 5 INCHES HIGH.
 NM1123
 NM1123                          STATION RECOVERY (1968)
 NM1123
 NM1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NM1123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0545 ***********************************************************************
 NP0545  DESIGNATION -  B 416
 NP0545  PID         -  NP0545
 NP0545  STATE/COUNTY-  NE/DAWES
 NP0545  USGS QUAD   -  CRAWFORD (1980)
 NP0545
 NP0545                         *CURRENT SURVEY CONTROL
 NP0545  ___________________________________________________________________
 NP0545* NAD 83(1986)-  42 41 11.     (N)    103 25 00.     (W)     SCALED    
 NP0545* NAVD 88     -      1121.079  (meters)    3678.07   (feet)  ADJUSTED  
 NP0545  ___________________________________________________________________
 NP0545  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 NP0545  DYNAMIC HT  -        1120.477 (meters)    3676.10  (feet)  COMP
 NP0545  MODELED GRAV-     980,046.0   (mgal)                       NAVD 88
 NP0545
 NP0545  VERT ORDER  -  FIRST     CLASS II
 NP0545
 NP0545.The horizontal coordinates were scaled from a topographic map and have
 NP0545.an estimated accuracy of +/- 6 seconds.
 NP0545
 NP0545.The orthometric height was determined by differential leveling
 NP0545.and adjusted by the National Geodetic Survey in June 1991..
 NP0545
 NP0545.The geoid height was determined by GEOID03.
 NP0545
 NP0545.The dynamic height is computed by dividing the NAVD 88
 NP0545.geopotential number by the normal gravity value computed on the
 NP0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0545.degrees latitude (g = 980.6199 gals.).
 NP0545
 NP0545.The modeled gravity was interpolated from observed gravity values.
 NP0545
 NP0545;                    North         East    Units  Estimated Accuracy
 NP0545;SPC NE       -   322,320.      220,100.      MT  (+/- 180 meters Scaled)
 NP0545
 NP0545                          SUPERSEDED SURVEY CONTROL
 NP0545
 NP0545.No superseded survey control is available for this station.
 NP0545
 NP0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH297272(NAD 83)
 NP0545_MARKER: F = FLANGE-ENCASED ROD
 NP0545_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0545_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NP0545_STAMPING: B 416 1985
 NP0545_MARK LOGO: NGS   
 NP0545_PROJECTION: FLUSH
 NP0545_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0545+STABILITY: POSITION/ELEVATION WELL
 NP0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NP0545+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NP0545_ROD/PIPE-DEPTH: 9.1  meters
 NP0545_SLEEVE-DEPTH  : 7.0 meters
 NP0545
 NP0545  HISTORY     - Date     Condition        Report By
 NP0545  HISTORY     - 1985     MONUMENTED       NGS
 NP0545  HISTORY     - 19991006 GOOD             NGS
 NP0545
 NP0545                          STATION DESCRIPTION
 NP0545
 NP0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0545'IN CRAWFORD.
 NP0545'IN CRAWFORD, AT THE ENTRANCE TO THE CITY PARK AND FISH HATCHERY, IN
 NP0545'THE NORTHEAST CORNER AND IN THE LAWN OF THE AMERICAN LEGION HOUSE,
 NP0545'9.5 METERS (31 FT) SOUTH OF THE CENTER OF THE PARK ENTRANCE ROAD, 3.5
 NP0545'METERS (11.5 FT) SOUTHEAST OF A FLAGPOLE, 4.8 METERS (15.7 FT)
 NP0545'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH ONE OF THREE STONE
 NP0545'PILLARS, 3.2 METERS (10.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 NP0545'THE AMERICAN LEGION BUILDING AND 5.1 METERS (16.7 FT) WEST OF
 NP0545'TELEPHONE JUNCTION BOX.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NP0545'5-INCH LOGO CAP.
 NP0545'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 NP0545
 NP0545                          STATION RECOVERY (1999)
 NP0545
 NP0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0545'0.2 KM (0.10 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NP0545'CRAWFORD, 9.2 M (30.2 FT) SOUTH OF THE STREET CENTER AND THE ENTRANCE
 NP0545'ROAD LEADING TO THE CRAWFORD NATIONAL FISH HATCHERY, 4.7 M (15.4 FT)
 NP0545'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOST SOUTHERLY OF 3 STONE
 NP0545'PILLARS, 3.4 M (11.2 FT) SOUTHEAST OF A FLAGPOLE, AND 3.1 M (10.2 FT)
 NP0545'NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING.  NOTE--ACCESS TON THE
 NP0545'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE MONUMENT IS A BASIC NET
 NP0545'A JUNCTION MARK.  THE MONUMENT IS ON CITY PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0569 ***********************************************************************
 NP0569  DESIGNATION -  B 417
 NP0569  PID         -  NP0569
 NP0569  STATE/COUNTY-  NE/BOX BUTTE
 NP0569  USGS QUAD   -  HEMINGFORD (1948)
 NP0569
 NP0569                         *CURRENT SURVEY CONTROL
 NP0569  ___________________________________________________________________
 NP0569* NAD 83(1986)-  42 16 55.     (N)    103 02 01.     (W)     SCALED    
 NP0569* NAVD 88     -      1282.258  (meters)    4206.87   (feet)  ADJUSTED  
 NP0569  ___________________________________________________________________
 NP0569  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 NP0569  DYNAMIC HT  -        1281.508 (meters)    4204.41  (feet)  COMP
 NP0569  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 NP0569
 NP0569  VERT ORDER  -  FIRST     CLASS II
 NP0569
 NP0569.The horizontal coordinates were scaled from a topographic map and have
 NP0569.an estimated accuracy of +/- 6 seconds.
 NP0569
 NP0569.The orthometric height was determined by differential leveling
 NP0569.and adjusted by the National Geodetic Survey in June 1991..
 NP0569
 NP0569.The geoid height was determined by GEOID03.
 NP0569
 NP0569.The dynamic height is computed by dividing the NAVD 88
 NP0569.geopotential number by the normal gravity value computed on the
 NP0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0569.degrees latitude (g = 980.6199 gals.).
 NP0569
 NP0569.The modeled gravity was interpolated from observed gravity values.
 NP0569
 NP0569;                    North         East    Units  Estimated Accuracy
 NP0569;SPC NE       -   276,260.      249,890.      MT  (+/- 180 meters Scaled)
 NP0569
 NP0569                          SUPERSEDED SURVEY CONTROL
 NP0569
 NP0569.No superseded survey control is available for this station.
 NP0569
 NP0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG621829(NAD 83)
 NP0569_MARKER: I = METAL ROD
 NP0569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0569_SP_SET: STAINLESS STEEL ROD
 NP0569_STAMPING: B 417 1985
 NP0569_MARK LOGO: NGS   
 NP0569_PROJECTION: RECESSED 2 CENTIMETERS
 NP0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0569_ROD/PIPE-DEPTH: 4.8  meters
 NP0569
 NP0569  HISTORY     - Date     Condition        Report By
 NP0569  HISTORY     - 1985     MONUMENTED       NGS
 NP0569
 NP0569                          STATION DESCRIPTION
 NP0569
 NP0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0569'5.4 KM (3.35 MI) SE FROM HEMINGFORD.
 NP0569'5.39 KM (3.35 MI) SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 NP0569'STATE HIGHWAY 87 AT HEMINGFORD, AT A DIRT ROAD CROSSING AND A POWER
 NP0569'LINE CROSSING, 4 1/2 POLES NORTHWEST OF MILEPOLE 381, 23.78 METERS (78
 NP0569'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 12.20 METERS (40 FT)
 NP0569'NORTHWEST OF THE CENTER OF THE ROAD, 8.99 METERS (29.5 FT) SOUTHWEST
 NP0569'OF THE SOUTHWEST RAIL AND 1.53 METERS (5 FT) SOUTHEAST OF A POWER
 NP0569'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0569'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NP0569'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0364 ***********************************************************************
 MN0364  DESIGNATION -  B 418
 MN0364  PID         -  MN0364
 MN0364  STATE/COUNTY-  NE/MORRILL
 MN0364  USGS QUAD   -  BROADWATER SW (1965)
 MN0364
 MN0364                         *CURRENT SURVEY CONTROL
 MN0364  ___________________________________________________________________
 MN0364* NAD 83(1986)-  41 30 04.     (N)    102 59 03.     (W)     SCALED    
 MN0364* NAVD 88     -      1208.811  (meters)    3965.91   (feet)  ADJUSTED  
 MN0364  ___________________________________________________________________
 MN0364  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 MN0364  DYNAMIC HT  -        1208.010 (meters)    3963.28  (feet)  COMP
 MN0364  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 MN0364
 MN0364  VERT ORDER  -  FIRST     CLASS II
 MN0364
 MN0364.The horizontal coordinates were scaled from a topographic map and have
 MN0364.an estimated accuracy of +/- 6 seconds.
 MN0364
 MN0364.The orthometric height was determined by differential leveling
 MN0364.and adjusted by the National Geodetic Survey in June 1991..
 MN0364
 MN0364.The geoid height was determined by GEOID03.
 MN0364
 MN0364.The dynamic height is computed by dividing the NAVD 88
 MN0364.geopotential number by the normal gravity value computed on the
 MN0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0364.degrees latitude (g = 980.6199 gals.).
 MN0364
 MN0364.The modeled gravity was interpolated from observed gravity values.
 MN0364
 MN0364;                    North         East    Units  Estimated Accuracy
 MN0364;SPC NE       -   189,460.      250,970.      MT  (+/- 180 meters Scaled)
 MN0364
 MN0364                          SUPERSEDED SURVEY CONTROL
 MN0364
 MN0364.No superseded survey control is available for this station.
 MN0364
 MN0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF682963(NAD 83)
 MN0364_MARKER: I = METAL ROD
 MN0364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0364_SP_SET: STAINLESS STEEL ROD
 MN0364_STAMPING: B 418 1985
 MN0364_MARK LOGO: NGS   
 MN0364_PROJECTION: FLUSH
 MN0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0364_ROD/PIPE-DEPTH: 5.5  meters
 MN0364
 MN0364  HISTORY     - Date     Condition        Report By
 MN0364  HISTORY     - 1985     MONUMENTED       NGS
 MN0364
 MN0364                          STATION DESCRIPTION
 MN0364
 MN0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0364'11.1 KM (6.9 MI) NORTH FROM DALTON.
 MN0364'11.1 KM (6.9 MI) NORTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0364'DALTON, AT A GAS PIPE LINE CROSSING THE HIGHWAY, 33.4 METERS (109.5
 MN0364'FT) EAST OF THE HIGHWAY CENTERLINE (SLOPE DISTANT), 39.6 METERS (130
 MN0364'FT) NORTH OF A GAS PIPE LINE WARNING SIGN AND VENT PIPE, 32.3 METERS
 MN0364'(106 FT) NORTH OF THE CENTER OF A SAND FIELD ROAD AND 0.3 METER (1 FT)
 MN0364'WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MN0364'LOGO CAP.
 MN0364'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 MN0364'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0386 ***********************************************************************
 MN0386  DESIGNATION -  B 419
 MN0386  PID         -  MN0386
 MN0386  STATE/COUNTY-  NE/CHEYENNE
 MN0386  USGS QUAD   -  LORENZO (1972)
 MN0386
 MN0386                         *CURRENT SURVEY CONTROL
 MN0386  ___________________________________________________________________
 MN0386* NAD 83(1986)-  41 05 10.     (N)    103 02 52.     (W)     SCALED    
 MN0386* NAVD 88     -      1331.794  (meters)    4369.39   (feet)  ADJUSTED  
 MN0386  ___________________________________________________________________
 MN0386  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 MN0386  DYNAMIC HT  -        1330.843 (meters)    4366.27  (feet)  COMP
 MN0386  MODELED GRAV-     979,863.3   (mgal)                       NAVD 88
 MN0386
 MN0386  VERT ORDER  -  FIRST     CLASS II
 MN0386
 MN0386.The horizontal coordinates were scaled from a topographic map and have
 MN0386.an estimated accuracy of +/- 6 seconds.
 MN0386
 MN0386.The orthometric height was determined by differential leveling
 MN0386.and adjusted by the National Geodetic Survey in June 1991..
 MN0386
 MN0386.The geoid height was determined by GEOID03.
 MN0386
 MN0386.The dynamic height is computed by dividing the NAVD 88
 MN0386.geopotential number by the normal gravity value computed on the
 MN0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0386.degrees latitude (g = 980.6199 gals.).
 MN0386
 MN0386.The modeled gravity was interpolated from observed gravity values.
 MN0386
 MN0386;                    North         East    Units  Estimated Accuracy
 MN0386;SPC NE       -   143,600.      244,040.      MT  (+/- 180 meters Scaled)
 MN0386
 MN0386                          SUPERSEDED SURVEY CONTROL
 MN0386
 MN0386.No superseded survey control is available for this station.
 MN0386
 MN0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF639501(NAD 83)
 MN0386_MARKER: I = METAL ROD
 MN0386_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0386_SP_SET: STAINLESS STEEL ROD
 MN0386_STAMPING: B 419 1985
 MN0386_MARK LOGO: NGS   
 MN0386_PROJECTION: FLUSH
 MN0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0386_ROD/PIPE-DEPTH: 4.3  meters
 MN0386
 MN0386  HISTORY     - Date     Condition        Report By
 MN0386  HISTORY     - 1985     MONUMENTED       NGS
 MN0386
 MN0386                          STATION DESCRIPTION
 MN0386
 MN0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0386'11.3 KM (7.0 MI) SW FROM SIDNEY.
 MN0386'0.08 KM (0.05 MI) WEST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0386'SIDNEY, THENCE 3.7 KM (2.3 MI) SOUTH ALONG 10TH AVENUE, THENCE 7.4 KM
 MN0386'(4.6 MI) SOUTHWEST ALONG STATE HIGHWAY 19, AT THE SOUTHWEST END OF A
 MN0386'FENCE, 0.27 KM (0.17 MI) NORTHEAST OF MILEPOST 6, 29.6 METERS (97 FT)
 MN0386'NORTHWEST OF THE HIGHWAY CENTERLINE, 15.8 METERS (52 FT) NORTHWEST OF
 MN0386'THE SOUTH CORNER OF THE FENCE, 0.6 METER (2 FT) SOUTHEAST OF A WOODEN
 MN0386'FENCED CORRAL EXTENSION OF THE FENCED AREA AND 0.6 METER (2 FT)
 MN0386'SOUTHWEST OF THE NORTHWEST-SOUTHEAST PORTION OF THE FENCE.
 MN0386'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0386'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 MN0386'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0399 ***********************************************************************
 MN0399  DESIGNATION -  B 422
 MN0399  PID         -  MN0399
 MN0399  STATE/COUNTY-  NE/DEUEL
 MN0399  USGS QUAD   -  BARTON (1961)
 MN0399
 MN0399                         *CURRENT SURVEY CONTROL
 MN0399  ___________________________________________________________________
 MN0399* NAD 83(1986)-  41 00 54.     (N)    102 12 35.     (W)     SCALED    
 MN0399* NAVD 88     -      1046.326  (meters)    3432.82   (feet)  ADJUSTED  
 MN0399  ___________________________________________________________________
 MN0399  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 MN0399  DYNAMIC HT  -        1045.644 (meters)    3430.58  (feet)  COMP
 MN0399  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 MN0399
 MN0399  VERT ORDER  -  FIRST     CLASS II
 MN0399
 MN0399.The horizontal coordinates were scaled from a topographic map and have
 MN0399.an estimated accuracy of +/- 6 seconds.
 MN0399
 MN0399.The orthometric height was determined by differential leveling
 MN0399.and adjusted by the National Geodetic Survey in June 1991..
 MN0399
 MN0399.The geoid height was determined by GEOID03.
 MN0399
 MN0399.The dynamic height is computed by dividing the NAVD 88
 MN0399.geopotential number by the normal gravity value computed on the
 MN0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0399.degrees latitude (g = 980.6199 gals.).
 MN0399
 MN0399.The modeled gravity was interpolated from observed gravity values.
 MN0399
 MN0399;                    North         East    Units  Estimated Accuracy
 MN0399;SPC NE       -   133,570.      314,200.      MT  (+/- 180 meters Scaled)
 MN0399
 MN0399                          SUPERSEDED SURVEY CONTROL
 MN0399
 MN0399  NGVD 29 (02/14/92) 1045.862  (m)         3431.30   (f) ADJUSTED    1 2
 MN0399
 MN0399.Superseded values are not recommended for survey control.
 MN0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0399.See file dsdata.txt to determine how the superseded data were derived.
 MN0399
 MN0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF346441(NAD 83)
 MN0399_MARKER: I = METAL ROD
 MN0399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0399_SP_SET: STAINLESS STEEL ROD
 MN0399_STAMPING: B 422 1986
 MN0399_MARK LOGO: NGS   
 MN0399_PROJECTION: FLUSH
 MN0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0399_ROD/PIPE-DEPTH: 7.6  meters
 MN0399
 MN0399  HISTORY     - Date     Condition        Report By
 MN0399  HISTORY     - 1986     MONUMENTED       NGS
 MN0399
 MN0399                          STATION DESCRIPTION
 MN0399
 MN0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0399'5.6 KM (3.5 MI) NE FROM JULESBURG CO.
 MN0399'5.6 KM (3.45 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE JUNCTION OF
 MN0399'US HIGHWAY 385 SOUTH IN JULESBURG COLORADO, 2.5 KM (1.55 MI) NORTHEAST
 MN0399'OF THE COLORADO-NEBRASKA STATE LINE, AT AN IRON GATE AND A TRACK ROAD
 MN0399'LEADING NORTH TO A PASTURE, 17.6 METERS (57.7 FT) NORTHWEST OF THE
 MN0399'HIGHWAY CENTERLINE, 5.8 METERS (19 FT) SOUTHWEST OF THE CENTER OF THE
 MN0399'GATE AND 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 MN0399'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0399'THE MARK IS 0.15 METERS  NE FROM  A WITNESS POST
 MN0399'THE MARK IS 0.91 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0951 ***********************************************************************
 LH0951  DESIGNATION -  B 423
 LH0951  PID         -  LH0951
 LH0951  STATE/COUNTY-  NE/FURNAS
 LH0951  USGS QUAD   -  BEAVER CITY SW (1957)
 LH0951
 LH0951                         *CURRENT SURVEY CONTROL
 LH0951  ___________________________________________________________________
 LH0951* NAD 83(1986)-  40 01 48.     (N)    099 53 27.     (W)     SCALED    
 LH0951* NAVD 88     -       671.202  (meters)    2202.10   (feet)  ADJUSTED  
 LH0951  ___________________________________________________________________
 LH0951  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 LH0951  DYNAMIC HT  -         670.770 (meters)    2200.68  (feet)  COMP
 LH0951  MODELED GRAV-     979,959.4   (mgal)                       NAVD 88
 LH0951
 LH0951  VERT ORDER  -  FIRST     CLASS II
 LH0951
 LH0951.The horizontal coordinates were scaled from a topographic map and have
 LH0951.an estimated accuracy of +/- 6 seconds.
 LH0951
 LH0951.The orthometric height was determined by differential leveling
 LH0951.and adjusted by the National Geodetic Survey in June 1991..
 LH0951
 LH0951.The geoid height was determined by GEOID03.
 LH0951
 LH0951.The dynamic height is computed by dividing the NAVD 88
 LH0951.geopotential number by the normal gravity value computed on the
 LH0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0951.degrees latitude (g = 980.6199 gals.).
 LH0951
 LH0951.The modeled gravity was interpolated from observed gravity values.
 LH0951
 LH0951;                    North         East    Units  Estimated Accuracy
 LH0951;SPC NE       -    21,840.      509,320.      MT  (+/- 180 meters Scaled)
 LH0951
 LH0951                          SUPERSEDED SURVEY CONTROL
 LH0951
 LH0951  NGVD 29 (02/14/92)  670.928  (m)         2201.20   (f) ADJUSTED    1 2
 LH0951
 LH0951.Superseded values are not recommended for survey control.
 LH0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0951.See file dsdata.txt to determine how the superseded data were derived.
 LH0951
 LH0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK239314(NAD 83)
 LH0951_MARKER: I = METAL ROD
 LH0951_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0951_SP_SET: STAINLESS STEEL ROD
 LH0951_STAMPING: B 423 1986
 LH0951_MARK LOGO: NGS   
 LH0951_PROJECTION: FLUSH
 LH0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0951_ROD/PIPE-DEPTH: 14.6 meters
 LH0951
 LH0951  HISTORY     - Date     Condition        Report By
 LH0951  HISTORY     - 1986     MONUMENTED       NGS
 LH0951
 LH0951                          STATION DESCRIPTION
 LH0951
 LH0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0951'31.0 KM (19.25 MI) SOUTH FROM ARAPAHOE.
 LH0951'31.0 KM (19.35 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0951'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE SOUTHEAST CORNER OF THE T
 LH0951'JUNCTION OF A DIRT FIELD ROAD AT MILEPOST 2, 25.7 METERS (84.5 FT)
 LH0951'EAST OF THE HIGHWAY CENTERLINE, 17.8 METERS (58.5 FT) EAST OF MILEPOST
 LH0951'2, 7.9 METERS (26 FT) SOUTH OF THE CENTER OF THE ROAD, 1.7 METERS (5.5
 LH0951'FT) SOUTH OF A RIGHT OF WAY POST, 0.9 METER (3 FT) SOUTH OF A FENCE
 LH0951'CORNER AND 0.3 METER (1 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM
 LH0951'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0951'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0951'THE MARK IS 2.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0322 ***********************************************************************
 MM0322  DESIGNATION -  B 424
 MM0322  PID         -  MM0322
 MM0322  STATE/COUNTY-  NE/KEITH
 MM0322  USGS QUAD   -  PAXTON SW (1971)
 MM0322
 MM0322                         *CURRENT SURVEY CONTROL
 MM0322  ___________________________________________________________________
 MM0322* NAD 83(1986)-  41 07 17.     (N)    101 24 09.     (W)     SCALED    
 MM0322* NAVD 88     -       939.849  (meters)    3083.49   (feet)  ADJUSTED  
 MM0322  ___________________________________________________________________
 MM0322  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 MM0322  DYNAMIC HT  -         939.267 (meters)    3081.58  (feet)  COMP
 MM0322  MODELED GRAV-     979,972.3   (mgal)                       NAVD 88
 MM0322
 MM0322  VERT ORDER  -  FIRST     CLASS II
 MM0322
 MM0322.The horizontal coordinates were scaled from a topographic map and have
 MM0322.an estimated accuracy of +/- 6 seconds.
 MM0322
 MM0322.The orthometric height was determined by differential leveling
 MM0322.and adjusted by the National Geodetic Survey in June 1991..
 MM0322
 MM0322.Photographs are available for this station.
 MM0322
 MM0322.The geoid height was determined by GEOID03.
 MM0322
 MM0322.The dynamic height is computed by dividing the NAVD 88
 MM0322.geopotential number by the normal gravity value computed on the
 MM0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0322.degrees latitude (g = 980.6199 gals.).
 MM0322
 MM0322.The modeled gravity was interpolated from observed gravity values.
 MM0322
 MM0322;                    North         East    Units  Estimated Accuracy
 MM0322;SPC NE       -   143,960.      382,260.      MT  (+/- 180 meters Scaled)
 MM0322
 MM0322                          SUPERSEDED SURVEY CONTROL
 MM0322
 MM0322  NGVD 29 (02/14/92)  939.432  (m)         3082.12   (f) ADJUSTED    1 2
 MM0322
 MM0322.Superseded values are not recommended for survey control.
 MM0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0322.See file dsdata.txt to determine how the superseded data were derived.
 MM0322
 MM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL983550(NAD 83)
 MM0322_MARKER: I = METAL ROD
 MM0322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0322_SP_SET: STAINLESS STEEL ROD
 MM0322_STAMPING: B 424 1986
 MM0322_MARK LOGO: NGS   
 MM0322_PROJECTION: FLUSH
 MM0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0322_ROD/PIPE-DEPTH: 15.5 meters
 MM0322
 MM0322  HISTORY     - Date     Condition        Report By
 MM0322  HISTORY     - 1986     MONUMENTED       NGS
 MM0322
 MM0322                          STATION DESCRIPTION
 MM0322
 MM0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0322'3.8 KM (2.35 MI) WEST FROM PAXTON.
 MM0322'3.85 KM (2.40 MI) WEST ALONG US HIGHWAY 30 FROM THE T JUNCTION OF
 MM0322'STATE ROUTE 51 C AT PAXTON, 22.7 METERS (74.5 FT) SOUTHEAST OF
 MM0322'MILEPOST 143, 27.0 METERS (88.5 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MM0322'15.2 METERS (50 FT) NORTHWEST OF THE UNION PACIFIC RAILROAD SIGNAL
 MM0322'LIGHT 3180-1, 12.8 METERS (42 FT) NORTH OF THE NORTH RAIL, 10.6 METERS
 MM0322'(35 FT) WEST OF THE NORTHWEST CORNER OF A 6 BY 10 FOOT SIGNAL CONTROL
 MM0322'BOX AND 0.6 METER (2 FT) NORTH OF THE NORTH 1 OF 2 POLES OF A 2 POLE
 MM0322'TELEPHONE LINE STRUCTURE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 MM0322'A 5-INCH LOGO CAP.
 MM0322'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0322'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0977 ***********************************************************************
 LH0977  DESIGNATION -  B 425
 LH0977  PID         -  LH0977
 LH0977  STATE/COUNTY-  NE/GOSPER
 LH0977  USGS QUAD   -  ELWOOD SW (1971)
 LH0977
 LH0977                         *CURRENT SURVEY CONTROL
 LH0977  ___________________________________________________________________
 LH0977* NAD 83(1986)-  40 33 41.     (N)    099 52 38.     (W)     SCALED    
 LH0977* NAVD 88     -       796.735  (meters)    2613.95   (feet)  ADJUSTED  
 LH0977  ___________________________________________________________________
 LH0977  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 LH0977  DYNAMIC HT  -         796.223 (meters)    2612.28  (feet)  COMP
 LH0977  MODELED GRAV-     979,956.1   (mgal)                       NAVD 88
 LH0977
 LH0977  VERT ORDER  -  FIRST     CLASS II
 LH0977
 LH0977.The horizontal coordinates were scaled from a topographic map and have
 LH0977.an estimated accuracy of +/- 6 seconds.
 LH0977
 LH0977.The orthometric height was determined by differential leveling
 LH0977.and adjusted by the National Geodetic Survey in June 1991..
 LH0977
 LH0977.The geoid height was determined by GEOID03.
 LH0977
 LH0977.The dynamic height is computed by dividing the NAVD 88
 LH0977.geopotential number by the normal gravity value computed on the
 LH0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0977.degrees latitude (g = 980.6199 gals.).
 LH0977
 LH0977.The modeled gravity was interpolated from observed gravity values.
 LH0977
 LH0977;                    North         East    Units  Estimated Accuracy
 LH0977;SPC NE       -    80,840.      510,400.      MT  (+/- 180 meters Scaled)
 LH0977
 LH0977                          SUPERSEDED SURVEY CONTROL
 LH0977
 LH0977  NGVD 29 (02/14/92)  796.427  (m)         2612.94   (f) ADJUSTED    1 2
 LH0977
 LH0977.Superseded values are not recommended for survey control.
 LH0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0977.See file dsdata.txt to determine how the superseded data were derived.
 LH0977
 LH0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK257904(NAD 83)
 LH0977_MARKER: I = METAL ROD
 LH0977_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0977_SP_SET: STAINLESS STEEL ROD
 LH0977_STAMPING: B 425 1986
 LH0977_MARK LOGO: NGS   
 LH0977_PROJECTION: FLUSH
 LH0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0977+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH0977_ROD/PIPE-DEPTH: 15.8 meters
 LH0977
 LH0977  HISTORY     - Date     Condition        Report By
 LH0977  HISTORY     - 1986     MONUMENTED       NGS
 LH0977  HISTORY     - 20060513 GOOD             GEOCAC
 LH0977
 LH0977                          STATION DESCRIPTION
 LH0977
 LH0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0977'3.3 KM (2.05 MI) SOUTH FROM ELWOOD.
 LH0977'3.33 KM (2.08 MI) SOUTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0977'COURTHOUSE AT ELWOOD, SOUTHEAST ACROSS THE HIGHWAY FROM THE Y JUNCTION
 LH0977'OF A DIRT ROAD, 23.3 METERS (76.5 FT) SOUTHEAST OF THE HIGHWAY
 LH0977'CENTERLINE, 46.3 METERS (152 FT) SOUTH OF MILEPOST 39, 12.4 METERS (41
 LH0977'FT) EAST OF THE CENTER OF A TRACK ROAD, 6.0 METERS (20 FT) NORTH OF
 LH0977'THE NORTH CORNER OF A SMALL WOOD SHED, 1.9 METERS (6.5 FT) NORTHWEST
 LH0977'OF A FENCE AND 1.0 METER (3.5 FT) NORTHEAST OF A RIGHT OF WAY MARKER.
 LH0977'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0977'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LH0977'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 LH0977
 LH0977                          STATION RECOVERY (2006)
 LH0977
 LH0977'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0977'HANDHELD COORDINATES ARE N40-33-39.54 W099-52-38.94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0998 ***********************************************************************
 LH0998  DESIGNATION -  B 426
 LH0998  PID         -  LH0998
 LH0998  STATE/COUNTY-  NE/DAWSON
 LH0998  USGS QUAD   -  LEXINGTON WEST (1983)
 LH0998
 LH0998                         *CURRENT SURVEY CONTROL
 LH0998  ___________________________________________________________________
 LH0998* NAD 83(1986)-  40 47 45.     (N)    099 49 23.     (W)     SCALED    
 LH0998* NAVD 88     -       740.281  (meters)    2428.74   (feet)  ADJUSTED  
 LH0998  ___________________________________________________________________
 LH0998  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 LH0998  DYNAMIC HT  -         739.845 (meters)    2427.31  (feet)  COMP
 LH0998  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 LH0998
 LH0998  VERT ORDER  -  FIRST     CLASS II
 LH0998
 LH0998.The horizontal coordinates were scaled from a topographic map and have
 LH0998.an estimated accuracy of +/- 6 seconds.
 LH0998
 LH0998.The orthometric height was determined by differential leveling
 LH0998.and adjusted by the National Geodetic Survey in June 1991..
 LH0998
 LH0998.The geoid height was determined by GEOID03.
 LH0998
 LH0998.The dynamic height is computed by dividing the NAVD 88
 LH0998.geopotential number by the normal gravity value computed on the
 LH0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0998.degrees latitude (g = 980.6199 gals.).
 LH0998
 LH0998.The modeled gravity was interpolated from observed gravity values.
 LH0998
 LH0998;                    North         East    Units  Estimated Accuracy
 LH0998;SPC NE       -   106,880.      514,930.      MT  (+/- 180 meters Scaled)
 LH0998
 LH0998                          SUPERSEDED SURVEY CONTROL
 LH0998
 LH0998  NGVD 29 (02/14/92)  739.998  (m)         2427.81   (f) ADJUSTED    1 2
 LH0998
 LH0998.Superseded values are not recommended for survey control.
 LH0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0998.See file dsdata.txt to determine how the superseded data were derived.
 LH0998
 LH0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML305164(NAD 83)
 LH0998_MARKER: I = METAL ROD
 LH0998_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0998_SP_SET: STAINLESS STEEL ROD
 LH0998_STAMPING: B 426 1986
 LH0998_MARK LOGO: NGS   
 LH0998_PROJECTION: FLUSH
 LH0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0998_ROD/PIPE-DEPTH: 15.5 meters
 LH0998
 LH0998  HISTORY     - Date     Condition        Report By
 LH0998  HISTORY     - 1986     MONUMENTED       NGS
 LH0998
 LH0998                          STATION DESCRIPTION
 LH0998
 LH0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0998'7.2 KM (4.5 MI) NW FROM LEXINGTON.
 LH0998'7.2 KM (4.45 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE US HIGHWAY 283
 LH0998'OVERPASS BRIDGE AT LEXINGTON, 0.49 KM (0.3 MI) SOUTHEAST OF MILEPOST
 LH0998'233, 27.6 METERS (90.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 12.8
 LH0998'METERS (42 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF
 LH0998'TRACKS OF THE UNION PACIFIC RAILROAD AND 2,3 METERS (7.7 FT) NORTHWEST
 LH0998'OF A TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0998'5-INCH LOGO CAP.
 LH0998'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LH0998'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0347 ***********************************************************************
 MM0347  DESIGNATION -  B 427
 MM0347  PID         -  MM0347
 MM0347  STATE/COUNTY-  NE/LINCOLN
 MM0347  USGS QUAD   -  MAXWELL (1970)
 MM0347
 MM0347                         *CURRENT SURVEY CONTROL
 MM0347  ___________________________________________________________________
 MM0347* NAD 83(1986)-  41 04 39.     (N)    100 31 08.     (W)     SCALED    
 MM0347* NAVD 88     -       827.565  (meters)    2715.10   (feet)  ADJUSTED  
 MM0347  ___________________________________________________________________
 MM0347  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 MM0347  DYNAMIC HT  -         827.071 (meters)    2713.48  (feet)  COMP
 MM0347  MODELED GRAV-     979,999.0   (mgal)                       NAVD 88
 MM0347
 MM0347  VERT ORDER  -  FIRST     CLASS II
 MM0347
 MM0347.The horizontal coordinates were scaled from a topographic map and have
 MM0347.an estimated accuracy of +/- 6 seconds.
 MM0347
 MM0347.The orthometric height was determined by differential leveling
 MM0347.and adjusted by the National Geodetic Survey in June 1991..
 MM0347
 MM0347.The geoid height was determined by GEOID03.
 MM0347
 MM0347.The dynamic height is computed by dividing the NAVD 88
 MM0347.geopotential number by the normal gravity value computed on the
 MM0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0347.degrees latitude (g = 980.6199 gals.).
 MM0347
 MM0347.The modeled gravity was interpolated from observed gravity values.
 MM0347
 MM0347;                    North         East    Units  Estimated Accuracy
 MM0347;SPC NE       -   138,270.      456,410.      MT  (+/- 180 meters Scaled)
 MM0347
 MM0347                          SUPERSEDED SURVEY CONTROL
 MM0347
 MM0347  NGVD 29 (02/14/92)  827.219  (m)         2713.97   (f) ADJUSTED    1 2
 MM0347
 MM0347.Superseded values are not recommended for survey control.
 MM0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0347.See file dsdata.txt to determine how the superseded data were derived.
 MM0347
 MM0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL724484(NAD 83)
 MM0347_MARKER: DB = BENCH MARK DISK
 MM0347_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MM0347_SP_SET: BUILDING
 MM0347_STAMPING: B 427 1986
 MM0347_MARK LOGO: NGS   
 MM0347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0347+STABILITY: POSITION/ELEVATION WELL
 MM0347
 MM0347  HISTORY     - Date     Condition        Report By
 MM0347  HISTORY     - 1986     MONUMENTED       NGS
 MM0347
 MM0347                          STATION DESCRIPTION
 MM0347
 MM0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0347'IN MAXWELL.
 MM0347'IN MAXWELL, IN THE SOUTHWEST FACE OF THE EAST CORNER OF THE TWO STORY
 MM0347'BRICK MAXWELL PUBLIC SCHOOL, 21.9 METERS (72.5 FT) NORTHEAST OF THE
 MM0347'HIGHWAY CENTERLINE AND 9.7 METERS (32 FT) SOUTHWEST OF THE CENTER OF
 MM0347'THE EAST ENTRANCE.
 MM0347'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2119 ***********************************************************************
 MK2119  DESIGNATION -  B 428
 MK2119  PID         -  MK2119
 MK2119  STATE/COUNTY-  NE/DOUGLAS
 MK2119  USGS QUAD   -  IRVINGTON (1984)
 MK2119
 MK2119                         *CURRENT SURVEY CONTROL
 MK2119  ___________________________________________________________________
 MK2119* NAD 83(1986)-  41 20 44.     (N)    096 00 16.     (W)     SCALED    
 MK2119* NAVD 88     -       333.461  (meters)    1094.03   (feet)  ADJUSTED  
 MK2119  ___________________________________________________________________
 MK2119  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 MK2119  DYNAMIC HT  -         333.312 (meters)    1093.54  (feet)  COMP
 MK2119  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 MK2119
 MK2119  VERT ORDER  -  FIRST     CLASS II
 MK2119
 MK2119.The horizontal coordinates were scaled from a topographic map and have
 MK2119.an estimated accuracy of +/- 6 seconds.
 MK2119
 MK2119.The orthometric height was determined by differential leveling
 MK2119.and adjusted by the National Geodetic Survey in June 1991..
 MK2119
 MK2119.The geoid height was determined by GEOID03.
 MK2119
 MK2119.The dynamic height is computed by dividing the NAVD 88
 MK2119.geopotential number by the normal gravity value computed on the
 MK2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2119.degrees latitude (g = 980.6199 gals.).
 MK2119
 MK2119.The modeled gravity was interpolated from observed gravity values.
 MK2119
 MK2119;                    North         East    Units  Estimated Accuracy
 MK2119;SPC NE       -   175,620.      834,170.      MT  (+/- 180 meters Scaled)
 MK2119
 MK2119                          SUPERSEDED SURVEY CONTROL
 MK2119
 MK2119.No superseded survey control is available for this station.
 MK2119
 MK2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL506814(NAD 83)
 MK2119_MARKER: I = METAL ROD
 MK2119_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2119_SP_SET: STAINLESS STEEL ROD
 MK2119_STAMPING: B 428 1989
 MK2119_MARK LOGO: NGS   
 MK2119_PROJECTION: FLUSH
 MK2119_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2119+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2119_ROD/PIPE-DEPTH: 11.3 meters
 MK2119
 MK2119  HISTORY     - Date     Condition        Report By
 MK2119  HISTORY     - 1989     MONUMENTED       NGS
 MK2119
 MK2119                          STATION DESCRIPTION
 MK2119
 MK2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2119'IN OMAHA, AT THE INTERSECTION OF 60TH STREET AND GARVIN ROAD, 44.0 M
 MK2119'(144.4 FT) (SLOPE DISTANCE) SOUTH OF THE SOUTHEAST END OF THE STREET
 MK2119'OVERPASS OF INTERSTATE HIGHWAY 680, 26.8 M (87.9 FT) EAST OF THE
 MK2119'CENTERLINE OF THE STREET, 8.6 M (28.2 FT) SOUTH OF THE EXTENDED
 MK2119'CENTER OF THE ROAD, 1.6 M (5.2 FT) NORTH OF A FENCE CORNER, AND 1.0 M
 MK2119'(3.3 FT) BELOW THE LEVEL OF THE STREET.  NOTE--ACCESS TO DATUM POINT
 MK2119'IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0576 ***********************************************************************
 NO0576  DESIGNATION -  B 431
 NO0576  PID         -  NO0576
 NO0576  STATE/COUNTY-  NE/CHERRY
 NO0576  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0576
 NO0576                         *CURRENT SURVEY CONTROL
 NO0576  ___________________________________________________________________
 NO0576* NAD 83(1986)-  42 52 32.     (N)    100 32 23.     (W)     SCALED    
 NO0576* NAVD 88     -       784.162  (meters)    2572.70   (feet)  ADJUSTED  
 NO0576  ___________________________________________________________________
 NO0576  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 NO0576  DYNAMIC HT  -         783.850 (meters)    2571.68  (feet)  COMP
 NO0576  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 NO0576
 NO0576  VERT ORDER  -  FIRST     CLASS II
 NO0576
 NO0576.The horizontal coordinates were scaled from a topographic map and have
 NO0576.an estimated accuracy of +/- 6 seconds.
 NO0576
 NO0576.The orthometric height was determined by differential leveling
 NO0576.and adjusted by the National Geodetic Survey in June 1994..
 NO0576
 NO0576.The geoid height was determined by GEOID03.
 NO0576
 NO0576.The dynamic height is computed by dividing the NAVD 88
 NO0576.geopotential number by the normal gravity value computed on the
 NO0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0576.degrees latitude (g = 980.6199 gals.).
 NO0576
 NO0576.The modeled gravity was interpolated from observed gravity values.
 NO0576
 NO0576;                    North         East    Units  Estimated Accuracy
 NO0576;SPC NE       -   337,940.      455,910.      MT  (+/- 180 meters Scaled)
 NO0576
 NO0576                          SUPERSEDED SURVEY CONTROL
 NO0576
 NO0576.No superseded survey control is available for this station.
 NO0576
 NO0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN742481(NAD 83)
 NO0576_MARKER: I = METAL ROD
 NO0576_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0576_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0576_STAMPING: B 431 1992
 NO0576_MARK LOGO: NGS   
 NO0576_PROJECTION: FLUSH
 NO0576_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0576+STABILITY: POSITION/ELEVATION WELL
 NO0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0576+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0576_ROD/PIPE-DEPTH: 11.9 meters
 NO0576_SLEEVE-DEPTH  : 7.9 meters
 NO0576
 NO0576  HISTORY     - Date     Condition        Report By
 NO0576  HISTORY     - 1991     MONUMENTED       NGS
 NO0576  HISTORY     - 19920723 GOOD             NGS
 NO0576
 NO0576                          STATION DESCRIPTION
 NO0576
 NO0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0576'IN VALENTINE, AT 431 NORTH GREEN STREET, 81.5 M (267.4 FT) SOUTH OF
 NO0576'THE SOUTHEAST CORNER OF THE VALENTINE RURAL HIGH SCHOOL AT 431 NORTH
 NO0576'GREEN STREET, 54.2 M (177.8 FT) WEST OF THE CENTERLINE OF NORTH GREEN
 NO0576'STREET, 28.3 M (92.8 FT) EAST OF A CHAIN-LINK FENCE CORNER, 0.9 M
 NO0576'(3.0 FT) NORTH OF THE FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 NO0576'THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NO0576'CAP.
 NO0576
 NO0576                          STATION RECOVERY (1992)
 NO0576
 NO0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NO0576'IN VALENTINE, AT THE INTERSECTION OF 3RD AND GREEN STREETS, 160.4 M
 NO0576'(526.2 FT) NORTH OF THE CENTER OF 3RD STREET, 54.0 M (177.2 FT) WEST
 NO0576'OF THE CENTERLINE OF GREEN STREET, 28.0 M (91.9 FT) SOUTH-SOUTHWEST
 NO0576'OF THE SOUTHEAST CORNER OF A PARKING LOT, AND 0.9 M (3.0 FT) NORTH OF
 NO0576'A CHAIN-LINK FENCE SURROUNDING THE BADGER MEMORIAL ATHLETIC FIELD AT
 NO0576'THE HIGH SCHOOL.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NO0576'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0547 ***********************************************************************
 NO0547  DESIGNATION -  B 432
 NO0547  PID         -  NO0547
 NO0547  STATE/COUNTY-  NE/CHERRY
 NO0547  USGS QUAD   -  SQUARE LAKE (1987)
 NO0547
 NO0547                         *CURRENT SURVEY CONTROL
 NO0547  ___________________________________________________________________
 NO0547* NAD 83(1986)-  42 28 02.     (N)    100 56 03.     (W)     SCALED    
 NO0547* NAVD 88     -       948.144  (meters)    3110.70   (feet)  ADJUSTED  
 NO0547  ___________________________________________________________________
 NO0547  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NO0547  DYNAMIC HT  -         947.704 (meters)    3109.26  (feet)  COMP
 NO0547  MODELED GRAV-     980,124.8   (mgal)                       NAVD 88
 NO0547
 NO0547  VERT ORDER  -  FIRST     CLASS II
 NO0547
 NO0547.The horizontal coordinates were scaled from a topographic map and have
 NO0547.an estimated accuracy of +/- 6 seconds.
 NO0547
 NO0547.The orthometric height was determined by differential leveling
 NO0547.and adjusted by the National Geodetic Survey in June 1994..
 NO0547
 NO0547.The geoid height was determined by GEOID03.
 NO0547
 NO0547.The dynamic height is computed by dividing the NAVD 88
 NO0547.geopotential number by the normal gravity value computed on the
 NO0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0547.degrees latitude (g = 980.6199 gals.).
 NO0547
 NO0547.The modeled gravity was interpolated from observed gravity values.
 NO0547
 NO0547;                    North         East    Units  Estimated Accuracy
 NO0547;SPC NE       -   292,860.      423,190.      MT  (+/- 180 meters Scaled)
 NO0547
 NO0547                          SUPERSEDED SURVEY CONTROL
 NO0547
 NO0547  NGVD 29 (02/14/92)  947.851  (m)         3109.74   (f) ADJUSTED    1 2
 NO0547
 NO0547.Superseded values are not recommended for survey control.
 NO0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0547.See file dsdata.txt to determine how the superseded data were derived.
 NO0547
 NO0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN409034(NAD 83)
 NO0547_MARKER: I = METAL ROD
 NO0547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0547_SP_SET: STAINLESS STEEL ROD
 NO0547_STAMPING: B 432 1991
 NO0547_MARK LOGO: NGS   
 NO0547_PROJECTION: FLUSH
 NO0547_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0547+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0547_ROD/PIPE-DEPTH: 18.0 meters
 NO0547
 NO0547  HISTORY     - Date     Condition        Report By
 NO0547  HISTORY     - 1991     MONUMENTED       NGS
 NO0547
 NO0547                          STATION DESCRIPTION
 NO0547
 NO0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0547'54.3 KM (33.75 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0547'OF STATE HIGHWAY 2 IN MULLEN, 20.7 M (67.9 FT) NORTHWEST OF THE
 NO0547'HIGHWAY CENTERLINE, 10.5 M (34.4 FT) NORTHEAST OF A BRACED FENCE
 NO0547'POST, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 NO0547'FT) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 NO0547'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0567 ***********************************************************************
 NO0567  DESIGNATION -  B 433
 NO0567  PID         -  NO0567
 NO0567  STATE/COUNTY-  NE/CHERRY
 NO0567  USGS QUAD   -  MULLEN NE (1987)
 NO0567
 NO0567                         *CURRENT SURVEY CONTROL
 NO0567  ___________________________________________________________________
 NO0567* NAD 83(1986)-  42 08 01.     (N)    101 02 05.     (W)     SCALED    
 NO0567* NAVD 88     -       987.541  (meters)    3239.96   (feet)  ADJUSTED  
 NO0567  ___________________________________________________________________
 NO0567  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NO0567  DYNAMIC HT  -         987.023 (meters)    3238.26  (feet)  COMP
 NO0567  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 NO0567
 NO0567  VERT ORDER  -  FIRST     CLASS II
 NO0567
 NO0567.The horizontal coordinates were scaled from a topographic map and have
 NO0567.an estimated accuracy of +/- 6 seconds.
 NO0567
 NO0567.The orthometric height was determined by differential leveling
 NO0567.and adjusted by the National Geodetic Survey in June 1994..
 NO0567
 NO0567.The geoid height was determined by GEOID03.
 NO0567
 NO0567.The dynamic height is computed by dividing the NAVD 88
 NO0567.geopotential number by the normal gravity value computed on the
 NO0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0567.degrees latitude (g = 980.6199 gals.).
 NO0567
 NO0567.The modeled gravity was interpolated from observed gravity values.
 NO0567
 NO0567;                    North         East    Units  Estimated Accuracy
 NO0567;SPC NE       -   255,910.      414,480.      MT  (+/- 180 meters Scaled)
 NO0567
 NO0567                          SUPERSEDED SURVEY CONTROL
 NO0567
 NO0567  NGVD 29 (02/14/92)  987.223  (m)         3238.91   (f) ADJUSTED    1 2
 NO0567
 NO0567.Superseded values are not recommended for survey control.
 NO0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0567.See file dsdata.txt to determine how the superseded data were derived.
 NO0567
 NO0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM318666(NAD 83)
 NO0567_MARKER: I = METAL ROD
 NO0567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0567_SP_SET: STAINLESS STEEL ROD
 NO0567_STAMPING: B 433 1991
 NO0567_MARK LOGO: NGS   
 NO0567_PROJECTION: FLUSH
 NO0567_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0567+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0567_ROD/PIPE-DEPTH: 11.3 meters
 NO0567
 NO0567  HISTORY     - Date     Condition        Report By
 NO0567  HISTORY     - 1991     MONUMENTED       NGS
 NO0567
 NO0567                          STATION DESCRIPTION
 NO0567
 NO0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0567'10.4 KM (6.45 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0567'OF STATE HIGHWAY 2 IN MULLEN, 32.0 M (105.0 FT) NORTH OF THE CENTER
 NO0567'OF A PAVED ROAD, 31.6 M (103.7 FT) SOUTH OF UTILITY POLE NUMBER 212
 NO0567'15 01, 22.0 M (72.2 FT) NORTH OF A FENCE CORNER, 19.7 M (64.6 FT)
 NO0567'WEST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 NO0567'HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 NO0567'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0529 ***********************************************************************
 MM0529  DESIGNATION -  B 434
 MM0529  PID         -  MM0529
 MM0529  STATE/COUNTY-  NE/MCPHERSON
 MM0529  USGS QUAD   -  TRYON NW (1985)
 MM0529
 MM0529                         *CURRENT SURVEY CONTROL
 MM0529  ___________________________________________________________________
 MM0529* NAD 83(1986)-  41 40 44.     (N)    100 57 43.     (W)     SCALED    
 MM0529* NAVD 88     -      1031.407  (meters)    3383.87   (feet)  ADJUSTED  
 MM0529  ___________________________________________________________________
 MM0529  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 MM0529  DYNAMIC HT  -        1030.811 (meters)    3381.92  (feet)  COMP
 MM0529  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 MM0529
 MM0529  VERT ORDER  -  FIRST     CLASS II
 MM0529
 MM0529.The horizontal coordinates were scaled from a topographic map and have
 MM0529.an estimated accuracy of +/- 6 seconds.
 MM0529
 MM0529.The orthometric height was determined by differential leveling
 MM0529.and adjusted by the National Geodetic Survey in June 1994..
 MM0529
 MM0529.The geoid height was determined by GEOID03.
 MM0529
 MM0529.The dynamic height is computed by dividing the NAVD 88
 MM0529.geopotential number by the normal gravity value computed on the
 MM0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0529.degrees latitude (g = 980.6199 gals.).
 MM0529
 MM0529.The modeled gravity was interpolated from observed gravity values.
 MM0529
 MM0529;                    North         East    Units  Estimated Accuracy
 MM0529;SPC NE       -   205,350.      419,930.      MT  (+/- 180 meters Scaled)
 MM0529
 MM0529                          SUPERSEDED SURVEY CONTROL
 MM0529
 MM0529  NGVD 29 (02/14/92) 1031.046  (m)         3382.69   (f) ADJUSTED    1 2
 MM0529
 MM0529.Superseded values are not recommended for survey control.
 MM0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0529.See file dsdata.txt to determine how the superseded data were derived.
 MM0529
 MM0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM366159(NAD 83)
 MM0529_MARKER: I = METAL ROD
 MM0529_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0529_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MM0529_STAMPING: B 434 1991
 MM0529_MARK LOGO: NGS   
 MM0529_PROJECTION: FLUSH
 MM0529_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0529+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0529_ROD/PIPE-DEPTH: 29.0 meters
 MM0529_SLEEVE-DEPTH  : 0.9 meters
 MM0529
 MM0529  HISTORY     - Date     Condition        Report By
 MM0529  HISTORY     - 1991     MONUMENTED       NGS
 MM0529
 MM0529                          STATION DESCRIPTION
 MM0529
 MM0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0529'14.3 KM (8.90 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0529'COURTHOUSE IN TRYON, 14.7 M (48.2 FT) EAST OF AND LEVEL WITH THE
 MM0529'HIGHWAY CENTERLINE, 1.6 M (5.2 FT) NORTH OF A T-FENCE CORNER, AND 0.3
 MM0529'M (1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 MM0529'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 MM0529'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1437 ***********************************************************************
 LH1437  DESIGNATION -  B 435
 LH1437  PID         -  LH1437
 LH1437  STATE/COUNTY-  NE/DAWSON
 LH1437  USGS QUAD   -  ELM CREEK WEST (1961)
 LH1437
 LH1437                         *CURRENT SURVEY CONTROL
 LH1437  ___________________________________________________________________
 LH1437* NAD 83(1986)-  40 43 19.     (N)    099 24 44.     (W)     SCALED    
 LH1437* NAVD 88     -       691.153  (meters)    2267.56   (feet)  ADJUSTED  
 LH1437  ___________________________________________________________________
 LH1437  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 LH1437  DYNAMIC HT  -         690.745 (meters)    2266.22  (feet)  COMP
 LH1437  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 LH1437
 LH1437  VERT ORDER  -  FIRST     CLASS II
 LH1437
 LH1437.The horizontal coordinates were scaled from a topographic map and have
 LH1437.an estimated accuracy of +/- 6 seconds.
 LH1437
 LH1437.The orthometric height was determined by differential leveling
 LH1437.and adjusted by the National Geodetic Survey in May 1993..
 LH1437
 LH1437.The geoid height was determined by GEOID03.
 LH1437
 LH1437.The dynamic height is computed by dividing the NAVD 88
 LH1437.geopotential number by the normal gravity value computed on the
 LH1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1437.degrees latitude (g = 980.6199 gals.).
 LH1437
 LH1437.The modeled gravity was interpolated from observed gravity values.
 LH1437
 LH1437;                    North         East    Units  Estimated Accuracy
 LH1437;SPC NE       -    98,830.      549,650.      MT  (+/- 180 meters Scaled)
 LH1437
 LH1437                          SUPERSEDED SURVEY CONTROL
 LH1437
 LH1437  NGVD 29 (02/14/92)  690.886  (m)         2266.68   (f) ADJUSTED    1 2
 LH1437
 LH1437.Superseded values are not recommended for survey control.
 LH1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1437.See file dsdata.txt to determine how the superseded data were derived.
 LH1437
 LH1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML651079(NAD 83)
 LH1437_MARKER: I = METAL ROD
 LH1437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1437_SP_SET: STAINLESS STEEL ROD
 LH1437_STAMPING: B 435 1991
 LH1437_MARK LOGO: NGS   
 LH1437_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1437_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1437+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1437_ROD/PIPE-DEPTH: 9.6  meters
 LH1437
 LH1437  HISTORY     - Date     Condition        Report By
 LH1437  HISTORY     - 1991     MONUMENTED       NGS
 LH1437
 LH1437                          STATION DESCRIPTION
 LH1437
 LH1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1437'2.4 KM (1.50 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1437'U.S. HIGHWAY 183 IN ELM CREEK, 29.5 M (96.8 FT) SOUTH OF THE
 LH1437'CENTERLINE OF THE HIGHWAY, 17.8 M (58.4 FT) WEST-NORTHWEST OF THE
 LH1437'CENTER OF A GRAVELED ROAD, 12.8 M (42.0 FT) NORTH OF THE NEAR RAIL OF
 LH1437'THE UNION PACIFIC RAILROAD, 2.1 M (6.9 FT) BELOW THE LEVEL OF THE
 LH1437'HIGHWAY, 1.8 M (5.9 FT) WEST OF A UTILITY POLE, AND 0.5 M (1.6 FT)
 LH1437'SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LH1437'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1463 ***********************************************************************
 LH1463  CBN         -  This is a Cooperative Base Network Control Station.
 LH1463  DESIGNATION -  B 436
 LH1463  PID         -  LH1463
 LH1463  STATE/COUNTY-  NE/HALL
 LH1463  USGS QUAD   -  ALDA (1993)
 LH1463
 LH1463                         *CURRENT SURVEY CONTROL
 LH1463  ___________________________________________________________________
 LH1463* NAD 83(1995)-  40 50 39.95982(N)    098 22 44.36968(W)     ADJUSTED  
 LH1463* NAVD 88     -       571.551  (meters)    1875.16   (feet)  ADJUSTED  
 LH1463  ___________________________________________________________________
 LH1463  X           -    -704,167.171 (meters)                     COMP
 LH1463  Y           -  -4,780,739.800 (meters)                     COMP
 LH1463  Z           -   4,149,726.819 (meters)                     COMP
 LH1463  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 LH1463  ELLIP HEIGHT-         546.47  (meters)          (07/10/01) GPS OBS
 LH1463  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 LH1463  DYNAMIC HT  -         571.247 (meters)    1874.17  (feet)  COMP
 LH1463  MODELED GRAV-     980,073.4   (mgal)                       NAVD 88
 LH1463
 LH1463  HORZ ORDER  -  B
 LH1463  VERT ORDER  -  FIRST     CLASS II
 LH1463  ELLP ORDER  -  FOURTH    CLASS I
 LH1463
 LH1463.The horizontal coordinates were established by GPS observations
 LH1463.and adjusted by the National Geodetic Survey in June 1996..
 LH1463
 LH1463.The orthometric height was determined by differential leveling
 LH1463.and adjusted by the National Geodetic Survey in May 1993..
 LH1463
 LH1463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1463
 LH1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1463
 LH1463.The ellipsoidal height was determined by GPS observations
 LH1463.and is referenced to NAD 83.
 LH1463
 LH1463.The geoid height was determined by GEOID03.
 LH1463
 LH1463.The dynamic height is computed by dividing the NAVD 88
 LH1463.geopotential number by the normal gravity value computed on the
 LH1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1463.degrees latitude (g = 980.6199 gals.).
 LH1463
 LH1463.The modeled gravity was interpolated from observed gravity values.
 LH1463
 LH1463;                    North         East     Units Scale Factor Converg.
 LH1463;SPC NE       -   113,541.000   636,658.370   MT  0.99972473   +1 04 27.3
 LH1463;UTM  14      - 4,521,673.463   552,350.515   MT  0.99963373   +0 24 22.2
 LH1463
 LH1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1463!SPC NE       -   0.99991429  x   0.99972473  =   0.99963904
 LH1463!UTM  14      -   0.99991429  x   0.99963373  =   0.99954805
 LH1463
 LH1463                          SUPERSEDED SURVEY CONTROL
 LH1463
 LH1463  ELLIP H (06/25/96)  546.56   (m)                       GP(       ) 1 1
 LH1463  NAVD 88 (06/25/96)  571.55   (m)         1875.2    (f) LEVELING    3  
 LH1463  NGVD 29 (02/14/92)  571.306  (m)         1874.36   (f) ADJUSTED    1 2
 LH1463
 LH1463.Superseded values are not recommended for survey control.
 LH1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1463.See file dsdata.txt to determine how the superseded data were derived.
 LH1463
 LH1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5235121673(NAD 83)
 LH1463_MARKER: I = METAL ROD
 LH1463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1463_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LH1463_STAMPING: B 436 1991
 LH1463_MARK LOGO: NGS   
 LH1463_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1463_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1463+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 LH1463_ROD/PIPE-DEPTH: 7.8  meters
 LH1463_SLEEVE-DEPTH  : 0.9 meters
 LH1463
 LH1463  HISTORY     - Date     Condition        Report By
 LH1463  HISTORY     - 1991     MONUMENTED       NGS
 LH1463  HISTORY     - 19950511 GOOD             NGS
 LH1463  HISTORY     - 20000605 GOOD             NEDR
 LH1463  HISTORY     - 20060511 GOOD             USGS
 LH1463
 LH1463                          STATION DESCRIPTION
 LH1463
 LH1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1463'7.8 KM (4.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1463'OF U.S. HIGHWAY 30 IN GRAND ISLAND, 30.2 M (99.1 FT) WEST OF THE
 LH1463'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 13.2 M (43.3 FT)
 LH1463'SOUTH OF THE CENTER OF A GRAVELED ROAD, 3.4 M (11.2 FT)
 LH1463'SOUTH-SOUTHEAST OF A UTILITY POLE, 0.5 M (1.6 FT) NORTHEAST OF A
 LH1463'WITNESS POST, AND 0.4 M (1.3 FT) EAST OF A FENCE.  NOTE--ACCESS TO
 LH1463'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 LH1463'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 LH1463
 LH1463                          STATION RECOVERY (1995)
 LH1463
 LH1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LH1463'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF GRAND ISLAND, 1.75
 LH1463'MI (2.82 KM) NORTH OF INTERSTATE HIGHWAY 80, ON THE WEST RIGHT-OF-WAY
 LH1463'OF U.S. HIGHWAY 281, AT THE INTERSECTION WITH GUENTER ROAD AND IN THE
 LH1463'NORTHEAST CORNER OF SEC13, T10N, R10W.  TO REACH THE MARK FROM WHERE
 LH1463'U.S. HIGHWAY 281 CROSSES OVER INTERSTATE HIGHWAY 80, ABOUT 6.5 MI
 LH1463'(10.5 KM) SOUTH OF GRAND ISLAND, GO NORTH ON HIGHWAY 281 FOR 1.70 MI
 LH1463'(2.74 KM) TO GUENTER ROAD, WHICH IS GRAVELED ON THE RIGHT AND PAVED ON
 LH1463'THE LEFT, AND THE MARK ON THE LEFT, IN THE SOUTHWEST ANGLE OF THE
 LH1463'SOUTHBOUND LANES OF HIGHWAY 281 AND GUENTER ROAD.  THE MARK IS A
 LH1463'STAINLESS STEEL ROD WITH A GREASE FILLED SLEEVE SET WITHIN A 5-INCH
 LH1463'PVC PIPE WITH A LOGO CAP THAT IS FLUSH.  IT IS 99.5 FT (30.3 M) WEST
 LH1463'FROM THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 44.5 FT
 LH1463'(13.6 M) SOUTH OF THE CENTERLINE OF GUENTER ROAD, 56.8 FT (17.3 M)
 LH1463'WEST-NORTHWEST OF THE CENTER OF THE TOP OF A FLARED-END, TUBULAR
 LH1463'CONCRETE CULVERT UNDER THE HIGHWAY, 11.2 FT (3.4 M) SOUTH-SOUTHWEST
 LH1463'FROM A GUYED UTILITY POLE, 13.7 FT (4.2 M) SOUTH FROM A NATURAL GAS
 LH1463'REGULATOR, 1.5 FT (0.5 M) NORTHEAST FROM A FIBERGLASS WITNESS POST AND
 LH1463'1.0 FT (0.3 M) EAST FROM A FENCE.
 LH1463
 LH1463                          STATION RECOVERY (2000)
 LH1463
 LH1463'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LH1463'RECOVERED AS DESCRIBED.
 LH1463
 LH1463                          STATION RECOVERY (2006)
 LH1463
 LH1463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (BKW)
 LH1463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1258 ***********************************************************************
 LG1258  DESIGNATION -  B 437
 LG1258  PID         -  LG1258
 LG1258  STATE/COUNTY-  NE/CLAY
 LG1258  USGS QUAD   -  SARONVILLE (1969)
 LG1258
 LG1258                         *CURRENT SURVEY CONTROL
 LG1258  ___________________________________________________________________
 LG1258* NAD 83(1986)-  40 34 57.     (N)    097 56 56.     (W)     SCALED    
 LG1258* NAVD 88     -       522.334  (meters)    1713.69   (feet)  ADJUSTED  
 LG1258  ___________________________________________________________________
 LG1258  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 LG1258  DYNAMIC HT  -         522.044 (meters)    1712.74  (feet)  COMP
 LG1258  MODELED GRAV-     980,054.0   (mgal)                       NAVD 88
 LG1258
 LG1258  VERT ORDER  -  FIRST     CLASS II
 LG1258
 LG1258.The horizontal coordinates were scaled from a topographic map and have
 LG1258.an estimated accuracy of +/- 6 seconds.
 LG1258
 LG1258.The orthometric height was determined by differential leveling
 LG1258.and adjusted by the National Geodetic Survey in May 1993..
 LG1258
 LG1258.The geoid height was determined by GEOID03.
 LG1258
 LG1258.The dynamic height is computed by dividing the NAVD 88
 LG1258.geopotential number by the normal gravity value computed on the
 LG1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1258.degrees latitude (g = 980.6199 gals.).
 LG1258
 LG1258.The modeled gravity was interpolated from observed gravity values.
 LG1258
 LG1258;                    North         East    Units  Estimated Accuracy
 LG1258;SPC NE       -    85,240.      673,600.      MT  (+/- 180 meters Scaled)
 LG1258
 LG1258                          SUPERSEDED SURVEY CONTROL
 LG1258
 LG1258.No superseded survey control is available for this station.
 LG1258
 LG1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK889929(NAD 83)
 LG1258_MARKER: I = METAL ROD
 LG1258_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1258_SP_SET: STAINLESS STEEL ROD
 LG1258_STAMPING: B 437 1991
 LG1258_MARK LOGO: NGS   
 LG1258_PROJECTION: PROJECTING 4 CENTIMETERS
 LG1258_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1258+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1258_ROD/PIPE-DEPTH: 12.1 meters
 LG1258
 LG1258  HISTORY     - Date     Condition        Report By
 LG1258  HISTORY     - 1991     MONUMENTED       NGS
 LG1258
 LG1258                          STATION DESCRIPTION
 LG1258
 LG1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1258'32.4 KM (20.15 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1258'OF U.S. HIGHWAY 81 IN FAIRMONT, 20.4 M (66.9 FT) SOUTH OF AND LEVEL
 LG1258'WITH THE CENTERLINE OF THE HIGHWAY, 12.7 M (41.7 FT) SOUTHWEST OF THE
 LG1258'CENTER OF AN ENTRANCE ROAD TO A ROADSIDE PARK, 3.6 M (11.8 FT)
 LG1258'SOUTHEAST OF A RIGHT-OF-WAY MARKER AND A FENCE CORNER, AND 0.4 M (1.3
 LG1258'FT) NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 LG1258'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1290 ***********************************************************************
 LG1290  DESIGNATION -  B 438
 LG1290  PID         -  LG1290
 LG1290  STATE/COUNTY-  NE/SALINE
 LG1290  USGS QUAD   -  DORCHESTER (1964)
 LG1290
 LG1290                         *CURRENT SURVEY CONTROL
 LG1290  ___________________________________________________________________
 LG1290* NAD 83(1986)-  40 38 19.     (N)    097 05 02.     (W)     SCALED    
 LG1290* NAVD 88     -       444.394  (meters)    1457.98   (feet)  ADJUSTED  
 LG1290  ___________________________________________________________________
 LG1290  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 LG1290  DYNAMIC HT  -         444.149 (meters)    1457.18  (feet)  COMP
 LG1290  MODELED GRAV-     980,060.5   (mgal)                       NAVD 88
 LG1290
 LG1290  VERT ORDER  -  FIRST     CLASS II
 LG1290
 LG1290.The horizontal coordinates were scaled from a topographic map and have
 LG1290.an estimated accuracy of +/- 6 seconds.
 LG1290
 LG1290.The orthometric height was determined by differential leveling
 LG1290.and adjusted by the National Geodetic Survey in May 1993..
 LG1290
 LG1290.The geoid height was determined by GEOID03.
 LG1290
 LG1290.The dynamic height is computed by dividing the NAVD 88
 LG1290.geopotential number by the normal gravity value computed on the
 LG1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1290.degrees latitude (g = 980.6199 gals.).
 LG1290
 LG1290.The modeled gravity was interpolated from observed gravity values.
 LG1290
 LG1290;                    North         East    Units  Estimated Accuracy
 LG1290;SPC NE       -    93,570.      746,580.      MT  (+/- 180 meters Scaled)
 LG1290
 LG1290                          SUPERSEDED SURVEY CONTROL
 LG1290
 LG1290.No superseded survey control is available for this station.
 LG1290
 LG1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL620004(NAD 83)
 LG1290_MARKER: I = METAL ROD
 LG1290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1290_SP_SET: STAINLESS STEEL ROD
 LG1290_STAMPING: B 438 1991
 LG1290_MARK LOGO: NGS   
 LG1290_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1290_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1290+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1290_ROD/PIPE-DEPTH: 6.3  meters
 LG1290
 LG1290  HISTORY     - Date     Condition        Report By
 LG1290  HISTORY     - 1991     MONUMENTED       NGS
 LG1290
 LG1290                          STATION DESCRIPTION
 LG1290
 LG1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1290'10.9 KM (6.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1290'IN CRETE, 26.3 M (86.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LG1290'22.1 M (72.5 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG1290'RAILROAD, 15.4 M (50.5 FT) EAST OF THE CENTER OF COUNTY ROAD 1600,
 LG1290'2.3 M (7.5 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) NORTH
 LG1290'OF A UTILITY POLE, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.
 LG1290'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9332 ***********************************************************************
 AI9332  DESIGNATION -  B 439 RESET
 AI9332  PID         -  AI9332
 AI9332  STATE/COUNTY-  NE/LANCASTER
 AI9332  USGS QUAD   -  BENNET (1972)
 AI9332
 AI9332                         *CURRENT SURVEY CONTROL
 AI9332  ___________________________________________________________________
 AI9332* NAD 83(1986)-  40 44 33.     (N)    096 37 19.     (W)     SCALED    
 AI9332* NAVD 88     -       397.65   (meters)    1304.6    (feet)  RESET     
 AI9332  ___________________________________________________________________
 AI9332  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AI9332
 AI9332  VERT ORDER  -  THIRD
 AI9332
 AI9332.The horizontal coordinates were scaled from a topographic map and have
 AI9332.an estimated accuracy of +/- 6 seconds.
 AI9332
 AI9332.The orthometric height was computed from unverified reset data.
 AI9332.No vertical observational check was made to the station.
 AI9332
 AI9332.The geoid height was determined by GEOID03.
 AI9332
 AI9332;                    North         East    Units  Estimated Accuracy
 AI9332;SPC NE       -   106,520.      785,170.      MT  (+/- 180 meters Scaled)
 AI9332
 AI9332                          SUPERSEDED SURVEY CONTROL
 AI9332
 AI9332.No superseded survey control is available for this station.
 AI9332
 AI9332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL007128(NAD 83)
 AI9332_MARKER: DD = SURVEY DISK
 AI9332_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI9332_SP_SET: CULVERT HEADWALL
 AI9332_STAMPING: B 439 RESET 2000
 AI9332_MARK LOGO: NEDR  
 AI9332_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9332+STABILITY: SURFACE MOTION
 AI9332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9332+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9332
 AI9332  HISTORY     - Date     Condition        Report By
 AI9332  HISTORY     - 2000     MONUMENTED       NEDR
 AI9332
 AI9332                          STATION DESCRIPTION
 AI9332
 AI9332'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2000 (TWR)
 AI9332'THE MARK IS LOCATED IN THE SOUTHEAST PART OF LINCOLN, SET INTO THE TOP
 AI9332'OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A LARGE CULVERT
 AI9332'UNDER NEBRASKA HIGHWAY 2.  TO REACH THE MARK FROM THE INTERSECTION OF
 AI9332'SOUTH 70TH STREET AND STATE HIGHWAY 2, GO SOUTHEAST ON HIGHWAY 2 FOR
 AI9332'0.3 MI (0.5 KM) TO THE MARK ON THE LEFT, IN THE SOUTHEAST END OF THE
 AI9332'NORTHEAST HEADWALL OF A 2.5 M (8.2 FT) BY 7.0 M (23.0 FT) CONCRETE BOX
 AI9332'CULVERT UNDER THE HIGHWAY.  IT IS A 3-INCH DIAMETER BRASS DISK OF THE
 AI9332'NEBRASKA DEPARTMENT OF ROADS, THAT IS 12.7 M (41.7 FT) NORTHEAST OF
 AI9332'THE CENTERLINE OF THE WEST-BOUND LANES OF THE HIGHWAY, 0.8 M (2.6 FT)
 AI9332'WEST OF A METAL REFLECTOR POST AND IS ABOUT 1.0 M (3.3 FT) BELOW THE
 AI9332'HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1516 ***********************************************************************
 LF1516  DESIGNATION -  B 440
 LF1516  PID         -  LF1516
 LF1516  STATE/COUNTY-  NE/OTOE
 LF1516  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1516
 LF1516                         *CURRENT SURVEY CONTROL
 LF1516  ___________________________________________________________________
 LF1516* NAD 83(1986)-  40 40 05.     (N)    095 58 43.     (W)     SCALED    
 LF1516* NAVD 88     -       333.208  (meters)    1093.20   (feet)  ADJUSTED  
 LF1516  ___________________________________________________________________
 LF1516  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 LF1516  DYNAMIC HT  -         333.031 (meters)    1092.62  (feet)  COMP
 LF1516  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 LF1516
 LF1516  VERT ORDER  -  FIRST     CLASS II
 LF1516
 LF1516.The horizontal coordinates were scaled from a topographic map and have
 LF1516.an estimated accuracy of +/- 6 seconds.
 LF1516
 LF1516.The orthometric height was determined by differential leveling
 LF1516.and adjusted by the National Geodetic Survey in May 1993..
 LF1516
 LF1516.The geoid height was determined by GEOID03.
 LF1516
 LF1516.The dynamic height is computed by dividing the NAVD 88
 LF1516.geopotential number by the normal gravity value computed on the
 LF1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1516.degrees latitude (g = 980.6199 gals.).
 LF1516
 LF1516.The modeled gravity was interpolated from observed gravity values.
 LF1516
 LF1516;                    North         East    Units  Estimated Accuracy
 LF1516;SPC NE       -   100,580.      839,830.      MT  (+/- 180 meters Scaled)
 LF1516
 LF1516                          SUPERSEDED SURVEY CONTROL
 LF1516
 LF1516.No superseded survey control is available for this station.
 LF1516
 LF1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF482061(NAD 83)
 LF1516_MARKER: I = METAL ROD
 LF1516_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1516_SP_SET: STAINLESS STEEL ROD
 LF1516_STAMPING: B 440 1991
 LF1516_MARK LOGO: NGS   
 LF1516_PROJECTION: FLUSH
 LF1516_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1516+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LF1516_ROD/PIPE-DEPTH: 9.9  meters
 LF1516
 LF1516  HISTORY     - Date     Condition        Report By
 LF1516  HISTORY     - 1991     MONUMENTED       NGS
 LF1516  HISTORY     - 20060117 GOOD             GEOCAC
 LF1516
 LF1516                          STATION DESCRIPTION
 LF1516
 LF1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1516'10.4 KM (6.45 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1516'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, 24.4 M (80.1
 LF1516'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.3 M (37.1 FT) EAST OF
 LF1516'THE CENTER OF A TRACK ROAD, 7.0 M (23.0 FT) WEST OF AN UNDERGROUND
 LF1516'CABLE JUNCTION BOX, 6.6 M (21.7 FT) EAST OF A UTILITY POLE AND FENCE
 LF1516'CORNER, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 LF1516'SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 LF1516'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LF1516
 LF1516                          STATION RECOVERY (2006)
 LF1516
 LF1516'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF1516'ON THE NORTH SIDE OF CR-I (OLD SH-2) ABOUT 0.4 KM WEST OF CR-52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1390 ***********************************************************************
 LG1390  DESIGNATION -  B 441
 LG1390  PID         -  LG1390
 LG1390  STATE/COUNTY-  NE/LANCASTER
 LG1390  USGS QUAD   -  WALTON (1980)
 LG1390
 LG1390                         *CURRENT SURVEY CONTROL
 LG1390  ___________________________________________________________________
 LG1390* NAD 83(1986)-  40 46 25.     (N)    096 36 22.     (W)     SCALED    
 LG1390* NAVD 88     -       415.033  (meters)    1361.65   (feet)  ADJUSTED  
 LG1390  ___________________________________________________________________
 LG1390  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 LG1390  DYNAMIC HT  -         414.856 (meters)    1361.07  (feet)  COMP
 LG1390  MODELED GRAV-     980,182.7   (mgal)                       NAVD 88
 LG1390
 LG1390  VERT ORDER  -  FIRST     CLASS II
 LG1390
 LG1390.The horizontal coordinates were scaled from a topographic map and have
 LG1390.an estimated accuracy of +/- 6 seconds.
 LG1390
 LG1390.The orthometric height was determined by differential leveling
 LG1390.and adjusted by the National Geodetic Survey in May 1993..
 LG1390
 LG1390.The geoid height was determined by GEOID03.
 LG1390
 LG1390.The dynamic height is computed by dividing the NAVD 88
 LG1390.geopotential number by the normal gravity value computed on the
 LG1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1390.degrees latitude (g = 980.6199 gals.).
 LG1390
 LG1390.The modeled gravity was interpolated from observed gravity values.
 LG1390
 LG1390;                    North         East    Units  Estimated Accuracy
 LG1390;SPC NE       -   110,020.      786,370.      MT  (+/- 180 meters Scaled)
 LG1390
 LG1390                          SUPERSEDED SURVEY CONTROL
 LG1390
 LG1390.No superseded survey control is available for this station.
 LG1390
 LG1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL020163(NAD 83)
 LG1390_MARKER: I = METAL ROD
 LG1390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1390_SP_SET: STAINLESS STEEL ROD
 LG1390_STAMPING: B 441 1992
 LG1390_MARK LOGO: NGS   
 LG1390_PROJECTION: FLUSH
 LG1390_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1390+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1390_ROD/PIPE-DEPTH: 6.1  meters
 LG1390
 LG1390  HISTORY     - Date     Condition        Report By
 LG1390  HISTORY     - 1992     MONUMENTED       NGS
 LG1390
 LG1390                          STATION DESCRIPTION
 LG1390
 LG1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1390'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1390'OFFICE IN LINCOLN, THENCE 4.4 KM (2.75 MI) SOUTHERLY ALONG SOUTH 84TH
 LG1390'STREET, 14.9 M (48.9 FT) WEST OF AND LEVEL WITH THE STREET
 LG1390'CENTERLINE, 14.5 M (47.6 FT) SOUTHWEST OF A UTILITY POLE, 8.4 M
 LG1390'(27.6 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING TO A HOUSE AT
 LG1390'3801 SOUTH 84TH STREET, 3.0 M (9.8 FT) NORTH OF A WOODEN FENCE
 LG1390'CORNER, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 LG1390'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2463 ***********************************************************************
 AI2463  DESIGNATION -  B 442
 AI2463  PID         -  AI2463
 AI2463  STATE/COUNTY-  NE/PIERCE
 AI2463  USGS QUAD   -  PIERCE (1976)
 AI2463
 AI2463                         *CURRENT SURVEY CONTROL
 AI2463  ___________________________________________________________________
 AI2463* NAD 83(1986)-  42 12 24.     (N)    097 37 15.     (W)     SCALED    
 AI2463* NAVD 88     -       508.356  (meters)    1667.83   (feet)  ADJUSTED  
 AI2463  ___________________________________________________________________
 AI2463  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AI2463  DYNAMIC HT  -         508.162 (meters)    1667.19  (feet)  COMP
 AI2463  MODELED GRAV-     980,224.0   (mgal)                       NAVD 88
 AI2463
 AI2463  VERT ORDER  -  SECOND    CLASS I
 AI2463
 AI2463.The horizontal coordinates were scaled from a topographic map and have
 AI2463.an estimated accuracy of +/- 6 seconds.
 AI2463
 AI2463.The orthometric height was determined by differential leveling
 AI2463.and adjusted by the National Geodetic Survey in July 2002..
 AI2463.No vertical observational check was made to the station.
 AI2463
 AI2463.The geoid height was determined by GEOID03.
 AI2463
 AI2463.The dynamic height is computed by dividing the NAVD 88
 AI2463.geopotential number by the normal gravity value computed on the
 AI2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2463.degrees latitude (g = 980.6199 gals.).
 AI2463
 AI2463.The modeled gravity was interpolated from observed gravity values.
 AI2463
 AI2463;                    North         East    Units  Estimated Accuracy
 AI2463;SPC NE       -   266,210.      696,400.      MT  (+/- 180 meters Scaled)
 AI2463
 AI2463                          SUPERSEDED SURVEY CONTROL
 AI2463
 AI2463.No superseded survey control is available for this station.
 AI2463
 AI2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM138736(NAD 83)
 AI2463_MARKER: F = FLANGE-ENCASED ROD
 AI2463_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2463_STAMPING: B 442 1999
 AI2463_MARK LOGO: NGS   
 AI2463_PROJECTION: FLUSH
 AI2463_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2463+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2463_ROD/PIPE-DEPTH: 19.5 meters
 AI2463_SLEEVE-DEPTH  : 0.9 meters
 AI2463
 AI2463  HISTORY     - Date     Condition        Report By
 AI2463  HISTORY     - 1999     MONUMENTED       NGS
 AI2463
 AI2463                          STATION DESCRIPTION
 AI2463
 AI2463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2463'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2463'IN PIERCE, THENCE 7.0 KM (4.35 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2463'21.5 M (70.5 FT) NORTH OF THE ROAD CENTER, 7.4 M (24.3 FT) EAST OF THE
 AI2463'CENTER OF 545 AVENUE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND
 AI2463'0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AI2463'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AI2463'MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON COUNTY
 AI2463'ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0400 ***********************************************************************
 LH0400  DESIGNATION -  B 5
 LH0400  PID         -  LH0400
 LH0400  STATE/COUNTY-  NE/BUFFALO
 LH0400  USGS QUAD   -  GIBBON NORTH (1962)
 LH0400
 LH0400                         *CURRENT SURVEY CONTROL
 LH0400  ___________________________________________________________________
 LH0400* NAD 83(1986)-  40 46 21.     (N)    098 45 34.     (W)     SCALED    
 LH0400* NAVD 88     -       617.786  (meters)    2026.85   (feet)  ADJUSTED  
 LH0400  ___________________________________________________________________
 LH0400  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 LH0400  DYNAMIC HT  -         617.445 (meters)    2025.73  (feet)  COMP
 LH0400  MODELED GRAV-     980,052.8   (mgal)                       NAVD 88
 LH0400
 LH0400  VERT ORDER  -  FIRST     CLASS II
 LH0400
 LH0400.The horizontal coordinates were scaled from a topographic map and have
 LH0400.an estimated accuracy of +/- 6 seconds.
 LH0400
 LH0400.The orthometric height was determined by differential leveling
 LH0400.and adjusted by the National Geodetic Survey in June 1991..
 LH0400
 LH0400.The geoid height was determined by GEOID03.
 LH0400
 LH0400.The dynamic height is computed by dividing the NAVD 88
 LH0400.geopotential number by the normal gravity value computed on the
 LH0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0400.degrees latitude (g = 980.6199 gals.).
 LH0400
 LH0400.The modeled gravity was interpolated from observed gravity values.
 LH0400
 LH0400;                    North         East    Units  Estimated Accuracy
 LH0400;SPC NE       -   105,030.      604,700.      MT  (+/- 180 meters Scaled)
 LH0400
 LH0400                          SUPERSEDED SURVEY CONTROL
 LH0400
 LH0400  NGVD 29 (02/14/92)  617.529  (m)         2026.01   (f) ADJUSTED    1 2
 LH0400
 LH0400.Superseded values are not recommended for survey control.
 LH0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0400.See file dsdata.txt to determine how the superseded data were derived.
 LH0400
 LH0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL203135(NAD 83)
 LH0400_MARKER: DB = BENCH MARK DISK
 LH0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0400_SP_SET: CONCRETE POST
 LH0400_STAMPING: B 5 1933 2026.010
 LH0400_MARK LOGO: CGS   
 LH0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0400+STABILITY: SURFACE MOTION
 LH0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0400+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0400
 LH0400  HISTORY     - Date     Condition        Report By
 LH0400  HISTORY     - 1933     MONUMENTED       CGS
 LH0400  HISTORY     - 1949     GOOD             NGS
 LH0400  HISTORY     - 1984     GOOD             LOCSUR
 LH0400  HISTORY     - 19910924 GOOD             NGS
 LH0400
 LH0400                          STATION DESCRIPTION
 LH0400
 LH0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0400'1.4 MI SW FROM SHELTON.
 LH0400'ABOUT 1.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0400'SHELTON, BUFFALO COUNTY, ABOUT 1,464 FEET SOUTHWEST OF MILEPOST
 LH0400'171, ABOUT 120 FEET WEST OF SEMAPHORES 171.3 AND 171.2, AT
 LH0400'A COUNTY-ROAD CROSSING, 58 FEET EAST OF THE CENTER LINE OF THE
 LH0400'ROAD, ABOUT 174 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 LH0400'30, 43.1 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK,
 LH0400'20 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE ROAD, AND 5
 LH0400'FEET NORTH OF THE SOUTH RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD
 LH0400'DISK, STAMPED 2026.010 B 5 1933 AND SET IN THE TOP OF A CONCRETE
 LH0400'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 LH0400
 LH0400                          STATION RECOVERY (1949)
 LH0400
 LH0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 LH0400'RECOVERED IN GOOD CONDITION.
 LH0400
 LH0400                          STATION RECOVERY (1984)
 LH0400
 LH0400'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0400'RECOVERED IN GOOD CONDITION.
 LH0400
 LH0400                          STATION RECOVERY (1991)
 LH0400
 LH0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0400'28.7 KM (17.85 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0400'OF STATE HIGHWAY 44 IN KEARNEY, 57.1 M (187.3 FT) SOUTHEAST OF THE
 LH0400'HIGHWAY CENTERLINE, 15.9 M (52.2 FT) EAST OF THE CENTER OF A GRAVELED
 LH0400'ROAD, 13.2 M (43.3 FT) SOUTHEAST OF THE NEAR RAIL OF THE UNION
 LH0400'PACIFIC RAILROAD, 2.8 M (9.2 FT) WEST-NORTHWEST OF A UTILITY POLE,
 LH0400'1.6 M (5.2 FT) NORTHWEST OF A WITNESS POST AND FENCE, 1.3 M (4.3 FT)
 LH0400'BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 LH0400'FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0770 ***********************************************************************
 MO0770  DESIGNATION -  B 50
 MO0770  PID         -  MO0770
 MO0770  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO0770  USGS QUAD   -  LYMAN (1990)
 MO0770
 MO0770                         *CURRENT SURVEY CONTROL
 MO0770  ___________________________________________________________________
 MO0770* NAD 83(1986)-  41 58 50.     (N)    104 01 40.     (W)     SCALED    
 MO0770* NAVD 88     -      1229.855  (meters)    4034.95   (feet)  ADJUSTED  
 MO0770  ___________________________________________________________________
 MO0770  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 MO0770  DYNAMIC HT  -        1229.070 (meters)    4032.37  (feet)  COMP
 MO0770  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 MO0770
 MO0770  VERT ORDER  -  SECOND    CLASS 0
 MO0770
 MO0770.The horizontal coordinates were scaled from a topographic map and have
 MO0770.an estimated accuracy of +/- 6 seconds.
 MO0770
 MO0770.The orthometric height was determined by differential leveling
 MO0770.and adjusted by the National Geodetic Survey in June 1991..
 MO0770
 MO0770.The geoid height was determined by GEOID03.
 MO0770
 MO0770.The dynamic height is computed by dividing the NAVD 88
 MO0770.geopotential number by the normal gravity value computed on the
 MO0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0770.degrees latitude (g = 980.6199 gals.).
 MO0770
 MO0770.The modeled gravity was interpolated from observed gravity values.
 MO0770
 MO0770;                    North         East    Units  Estimated Accuracy
 MO0770;SPC NE       -   246,170.      166,420.      MT  (+/- 180 meters Scaled)
 MO0770
 MO0770                          SUPERSEDED SURVEY CONTROL
 MO0770
 MO0770  NGVD 29 (??/??/92) 1229.143  (m)         4032.61   (f) ADJ UNCH    2 0
 MO0770
 MO0770.Superseded values are not recommended for survey control.
 MO0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0770.See file dsdata.txt to determine how the superseded data were derived.
 MO0770
 MO0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG805480(NAD 83)
 MO0770_MARKER: DB = BENCH MARK DISK
 MO0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0770_STAMPING: B 50 1934
 MO0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0770+STABILITY: SURFACE MOTION
 MO0770
 MO0770  HISTORY     - Date     Condition        Report By
 MO0770  HISTORY     - 1934     MONUMENTED       CGS
 MO0770
 MO0770                          STATION DESCRIPTION
 MO0770
 MO0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0770'1.7 MI SE FROM HENRY.
 MO0770'ABOUT 1.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MO0770'RAILROAD FROM THE STATION AT HENRY, SCOTTS BLUFF COUNTY, ABOUT
 MO0770'9 RAILS WEST OF MILEPOST 52, ABOUT 85 FEET NORTHWEST OF THE
 MO0770'CENTER LINE OF A HANDCAR SET-OFF, ON THE HUMP BETWEEN THE TRACK
 MO0770'AND A HIGHWAY, 54.0 FEET NORTH OF THE NORTH RAIL, AND 11.2 FEET
 MO0770'NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED B 50 1934 AND SET
 MO0770'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0177 ***********************************************************************
 MN0177  DESIGNATION -  B 51
 MN0177  PID         -  MN0177
 MN0177  STATE/COUNTY-  NE/MORRILL
 MN0177  USGS QUAD   -  SOUTH BAYARD (1965)
 MN0177
 MN0177                         *CURRENT SURVEY CONTROL
 MN0177  ___________________________________________________________________
 MN0177* NAD 83(1986)-  41 44 30.     (N)    103 17 35.     (W)     SCALED    
 MN0177* NAVD 88     -      1140.466  (meters)    3741.68   (feet)  ADJUSTED  
 MN0177  ___________________________________________________________________
 MN0177  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 MN0177  DYNAMIC HT  -        1139.738 (meters)    3739.29  (feet)  COMP
 MN0177  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 MN0177
 MN0177  VERT ORDER  -  SECOND    CLASS 0
 MN0177
 MN0177.The horizontal coordinates were scaled from a topographic map and have
 MN0177.an estimated accuracy of +/- 6 seconds.
 MN0177
 MN0177.The orthometric height was determined by differential leveling
 MN0177.and adjusted by the National Geodetic Survey in June 1991..
 MN0177
 MN0177.The geoid height was determined by GEOID03.
 MN0177
 MN0177.The dynamic height is computed by dividing the NAVD 88
 MN0177.geopotential number by the normal gravity value computed on the
 MN0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0177.degrees latitude (g = 980.6199 gals.).
 MN0177
 MN0177.The modeled gravity was interpolated from observed gravity values.
 MN0177
 MN0177;                    North         East    Units  Estimated Accuracy
 MN0177;SPC NE       -   217,090.      226,230.      MT  (+/- 180 meters Scaled)
 MN0177
 MN0177                          SUPERSEDED SURVEY CONTROL
 MN0177
 MN0177  NGVD 29 (??/??/92) 1139.868  (m)         3739.72   (f) ADJ UNCH    2 0
 MN0177
 MN0177.Superseded values are not recommended for survey control.
 MN0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0177.See file dsdata.txt to determine how the superseded data were derived.
 MN0177
 MN0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG419225(NAD 83)
 MN0177_MARKER: DB = BENCH MARK DISK
 MN0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0177_STAMPING: B 51 1934
 MN0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0177+STABILITY: SURFACE MOTION
 MN0177
 MN0177  HISTORY     - Date     Condition        Report By
 MN0177  HISTORY     - 1934     MONUMENTED       CGS
 MN0177
 MN0177                          STATION DESCRIPTION
 MN0177
 MN0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0177'1.8 MI SE FROM BAYARD.
 MN0177'ABOUT 1.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 MN0177'QUINCY RAILROAD FROM THE STATION AT BAYARD, MORRILL COUNTY, NEAR
 MN0177'MILEPOST 10, 69.2 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING,
 MN0177'21.4 FEET EAST OF THE ROAD, 44.3 FEET SOUTH OF THE SOUTH RAIL,
 MN0177'AND 2.8 FEET WEST OF A CORNER FENCE POST.  A STANDARD DISK,
 MN0177'STAMPED B 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0053 ***********************************************************************
 MN0053  DESIGNATION -  B 52
 MN0053  PID         -  MN0053
 MN0053  STATE/COUNTY-  NE/GARDEN
 MN0053  USGS QUAD   -  COUMBE BLUFF (1971)
 MN0053
 MN0053                         *CURRENT SURVEY CONTROL
 MN0053  ___________________________________________________________________
 MN0053* NAD 83(1986)-  41 26 30.     (N)    102 27 00.     (W)     SCALED    
 MN0053* NAVD 88     -      1047.599  (meters)    3437.00   (feet)  ADJUSTED  
 MN0053  ___________________________________________________________________
 MN0053  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 MN0053  DYNAMIC HT  -        1046.951 (meters)    3434.87  (feet)  COMP
 MN0053  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 MN0053
 MN0053  VERT ORDER  -  SECOND    CLASS 0
 MN0053
 MN0053.The horizontal coordinates were scaled from a topographic map and have
 MN0053.an estimated accuracy of +/- 6 seconds.
 MN0053
 MN0053.The orthometric height was determined by differential leveling
 MN0053.and adjusted by the National Geodetic Survey in June 1991..
 MN0053
 MN0053.The geoid height was determined by GEOID03.
 MN0053
 MN0053.The dynamic height is computed by dividing the NAVD 88
 MN0053.geopotential number by the normal gravity value computed on the
 MN0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0053.degrees latitude (g = 980.6199 gals.).
 MN0053
 MN0053.The modeled gravity was interpolated from observed gravity values.
 MN0053
 MN0053;                    North         East    Units  Estimated Accuracy
 MN0053;SPC NE       -   181,470.      295,350.      MT  (+/- 180 meters Scaled)
 MN0053
 MN0053                          SUPERSEDED SURVEY CONTROL
 MN0053
 MN0053  NGVD 29 (??/??/92) 1047.095  (m)         3435.34   (f) ADJ UNCH    2 0
 MN0053
 MN0053.Superseded values are not recommended for survey control.
 MN0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0053.See file dsdata.txt to determine how the superseded data were derived.
 MN0053
 MN0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF130909(NAD 83)
 MN0053_MARKER: DB = BENCH MARK DISK
 MN0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0053_STAMPING: B 52 1934
 MN0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0053+STABILITY: SURFACE MOTION
 MN0053
 MN0053  HISTORY     - Date     Condition        Report By
 MN0053  HISTORY     - 1934     MONUMENTED       CGS
 MN0053  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0053
 MN0053                          STATION DESCRIPTION
 MN0053
 MN0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0053'6 MI W FROM OSHKOSH.
 MN0053'ABOUT 6.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0053'STATION AT OSHKOSH, GARDEN COUNTY, ABOUT 6-1/2 POLES EAST OF
 MN0053'MILEPOST 77, 44 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND
 MN0053'35 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 26.  A STANDARD
 MN0053'DISK, STAMPED B 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0053'NOTE-- VERY POSSIBLE THAT BM HAS BEEN COVERED UP WITH BLOW SAND.
 MN0053
 MN0053                          STATION RECOVERY (1971)
 MN0053
 MN0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0028 ***********************************************************************
 MN0028  DESIGNATION -  B 53
 MN0028  PID         -  MN0028
 MN0028  STATE/COUNTY-  NE/DEUEL
 MN0028  USGS QUAD   -  CHAPPELL (1961)
 MN0028
 MN0028                         *CURRENT SURVEY CONTROL
 MN0028  ___________________________________________________________________
 MN0028* NAD 83(1986)-  41 05 29.     (N)    102 25 45.     (W)     SCALED    
 MN0028* NAVD 88     -      1149.157  (meters)    3770.19   (feet)  ADJUSTED  
 MN0028  ___________________________________________________________________
 MN0028  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 MN0028  DYNAMIC HT  -        1148.397 (meters)    3767.70  (feet)  COMP
 MN0028  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 MN0028
 MN0028  VERT ORDER  -  SECOND    CLASS 0
 MN0028
 MN0028.The horizontal coordinates were scaled from a topographic map and have
 MN0028.an estimated accuracy of +/- 6 seconds.
 MN0028
 MN0028.The orthometric height was determined by differential leveling
 MN0028.and adjusted by the National Geodetic Survey in June 1991..
 MN0028
 MN0028.The geoid height was determined by GEOID03.
 MN0028
 MN0028.The dynamic height is computed by dividing the NAVD 88
 MN0028.geopotential number by the normal gravity value computed on the
 MN0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0028.degrees latitude (g = 980.6199 gals.).
 MN0028
 MN0028.The modeled gravity was interpolated from observed gravity values.
 MN0028
 MN0028;                    North         East    Units  Estimated Accuracy
 MN0028;SPC NE       -   142,540.      296,000.      MT  (+/- 180 meters Scaled)
 MN0028
 MN0028                          SUPERSEDED SURVEY CONTROL
 MN0028
 MN0028  NGVD 29 (??/??/92) 1148.660  (m)         3768.56   (f) ADJ UNCH    2 0
 MN0028
 MN0028.Superseded values are not recommended for survey control.
 MN0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0028.See file dsdata.txt to determine how the superseded data were derived.
 MN0028
 MN0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF159520(NAD 83)
 MN0028_MARKER: DB = BENCH MARK DISK
 MN0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0028_STAMPING: B 53 1934
 MN0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0028+STABILITY: SURFACE MOTION
 MN0028
 MN0028  HISTORY     - Date     Condition        Report By
 MN0028  HISTORY     - 1934     MONUMENTED       CGS
 MN0028
 MN0028                          STATION DESCRIPTION
 MN0028
 MN0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0028'2.3 MI E FROM CHAPPELL.
 MN0028'2.3 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0028'CHAPPELL, DEUEL COUNTY, 0.1 MILE NORTHEAST OF A FARMHOUSE, 55
 MN0028'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTH
 MN0028'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 53 1934
 MN0028'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0277 ***********************************************************************
 MN0277  DESIGNATION -  B 54
 MN0277  PID         -  MN0277
 MN0277  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0277  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0277
 MN0277                         *CURRENT SURVEY CONTROL
 MN0277  ___________________________________________________________________
 MN0277* NAD 83(1986)-  41 47 33.     (N)    103 40 29.     (W)     SCALED    
 MN0277* NAVD 88     -      1202.284  (meters)    3944.49   (feet)  ADJUSTED  
 MN0277  ___________________________________________________________________
 MN0277  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 MN0277  DYNAMIC HT  -        1201.494 (meters)    3941.90  (feet)  COMP
 MN0277  MODELED GRAV-     979,924.2   (mgal)                       NAVD 88
 MN0277
 MN0277  VERT ORDER  -  SECOND    CLASS 0
 MN0277
 MN0277.The horizontal coordinates were scaled from a topographic map and have
 MN0277.an estimated accuracy of +/- 6 seconds.
 MN0277
 MN0277.The orthometric height was determined by differential leveling
 MN0277.and adjusted by the National Geodetic Survey in June 1991..
 MN0277
 MN0277.The geoid height was determined by GEOID03.
 MN0277
 MN0277.The dynamic height is computed by dividing the NAVD 88
 MN0277.geopotential number by the normal gravity value computed on the
 MN0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0277.degrees latitude (g = 980.6199 gals.).
 MN0277
 MN0277.The modeled gravity was interpolated from observed gravity values.
 MN0277
 MN0277;                    North         East    Units  Estimated Accuracy
 MN0277;SPC NE       -   224,010.      194,750.      MT  (+/- 180 meters Scaled)
 MN0277
 MN0277                          SUPERSEDED SURVEY CONTROL
 MN0277
 MN0277  NGVD 29 (??/??/92) 1201.628  (m)         3942.34   (f) ADJ UNCH    2 0
 MN0277
 MN0277.Superseded values are not recommended for survey control.
 MN0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0277.See file dsdata.txt to determine how the superseded data were derived.
 MN0277
 MN0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG101275(NAD 83)
 MN0277_MARKER: DB = BENCH MARK DISK
 MN0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0277_STAMPING: B 54 1934
 MN0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0277+STABILITY: SURFACE MOTION
 MN0277
 MN0277  HISTORY     - Date     Condition        Report By
 MN0277  HISTORY     - 1934     MONUMENTED       CGS
 MN0277  HISTORY     - 1963     GOOD             NGS
 MN0277
 MN0277                          STATION DESCRIPTION
 MN0277
 MN0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0277'3 MI SW FROM GERING.
 MN0277'ABOUT 3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE
 MN0277'COURTHOUSE AT GERING, SCOTTS BLUFF COUNTY, 25 FEET NORTHWEST
 MN0277'OF THE NORTHWEST CORNER OF A BRIDGE OVER AN IRRIGATION DITCH, 33
 MN0277'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT WEST OF
 MN0277'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 54 1934
 MN0277'AND SET IN THE TOP OF A CONCRETE POST.
 MN0277
 MN0277                          STATION RECOVERY (1963)
 MN0277
 MN0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MN0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0239 ***********************************************************************
 MN0239  DESIGNATION -  B 55
 MN0239  PID         -  MN0239
 MN0239  STATE/COUNTY-  NE/KIMBALL
 MN0239  USGS QUAD   -  BENNETT RESERVOIR WEST (1979)
 MN0239
 MN0239                         *CURRENT SURVEY CONTROL
 MN0239  ___________________________________________________________________
 MN0239* NAD 83(1986)-  41 16 26.     (N)    103 39 47.     (W)     SCALED    
 MN0239* NAVD 88     -      1459.960  (meters)    4789.89   (feet)  ADJUSTED  
 MN0239  ___________________________________________________________________
 MN0239  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 MN0239  DYNAMIC HT  -        1458.906 (meters)    4786.43  (feet)  COMP
 MN0239  MODELED GRAV-     979,850.0   (mgal)                       NAVD 88
 MN0239
 MN0239  VERT ORDER  -  SECOND    CLASS 0
 MN0239
 MN0239.The horizontal coordinates were scaled from a topographic map and have
 MN0239.an estimated accuracy of +/- 6 seconds.
 MN0239
 MN0239.The orthometric height was determined by differential leveling
 MN0239.and adjusted by the National Geodetic Survey in June 1991..
 MN0239
 MN0239.The geoid height was determined by GEOID03.
 MN0239
 MN0239.The dynamic height is computed by dividing the NAVD 88
 MN0239.geopotential number by the normal gravity value computed on the
 MN0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0239.degrees latitude (g = 980.6199 gals.).
 MN0239
 MN0239.The modeled gravity was interpolated from observed gravity values.
 MN0239
 MN0239;                    North         East    Units  Estimated Accuracy
 MN0239;SPC NE       -   166,440.      193,280.      MT  (+/- 180 meters Scaled)
 MN0239
 MN0239                          SUPERSEDED SURVEY CONTROL
 MN0239
 MN0239  NGVD 29 (??/??/92) 1459.278  (m)         4787.65   (f) ADJ UNCH    2 0
 MN0239
 MN0239.Superseded values are not recommended for survey control.
 MN0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0239.See file dsdata.txt to determine how the superseded data were derived.
 MN0239
 MN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF119700(NAD 83)
 MN0239_MARKER: DB = BENCH MARK DISK
 MN0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0239_STAMPING: B 55 1934
 MN0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0239+STABILITY: SURFACE MOTION
 MN0239
 MN0239  HISTORY     - Date     Condition        Report By
 MN0239  HISTORY     - 1934     MONUMENTED       CGS
 MN0239  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0239
 MN0239                          STATION DESCRIPTION
 MN0239
 MN0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0239'2.7 MI N FROM KIMBALL.
 MN0239'ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 MN0239'AT KIMBALL, KIMBALL COUNTY, ABOUT 0.3 MILE SOUTH OF A FARMHOUSE,
 MN0239'ABOUT 300 FEET SOUTH OF THE TOP OF A HILL, 81 FEET NORTH OF A
 MN0239'POWER-TRANSMISSION LINE POLE, 35 FEET WEST OF CENTER LINE OF THE
 MN0239'HIGHWAY, AND 3 FEET WEST OF AN EAST-AND-WEST RIGHT-OF-WAY FENCE
 MN0239'LINE.  A STANDARD DISK, STAMPED B 55 1934 AND SET IN THE TOP OF A
 MN0239'CONCRETE POST.
 MN0239
 MN0239                          STATION RECOVERY (1974)
 MN0239
 MN0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0013 ***********************************************************************
 MN0013  DESIGNATION -  B 56
 MN0013  PID         -  MN0013
 MN0013  STATE/COUNTY-  NE/GARDEN
 MN0013  USGS QUAD   -  MUMPER (1986)
 MN0013
 MN0013                         *CURRENT SURVEY CONTROL
 MN0013  ___________________________________________________________________
 MN0013* NAD 83(1986)-  41 48 15.     (N)    102 24 52.     (W)     SCALED    
 MN0013* NAVD 88     -      1171.580  (meters)    3843.76   (feet)  ADJUSTED  
 MN0013  ___________________________________________________________________
 MN0013  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 MN0013  DYNAMIC HT  -        1170.873 (meters)    3841.44  (feet)  COMP
 MN0013  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 MN0013
 MN0013  VERT ORDER  -  SECOND    CLASS 0
 MN0013
 MN0013.The horizontal coordinates were scaled from a topographic map and have
 MN0013.an estimated accuracy of +/- 6 seconds.
 MN0013
 MN0013.The orthometric height was determined by differential leveling
 MN0013.and adjusted by the National Geodetic Survey in June 1991..
 MN0013
 MN0013.The geoid height was determined by GEOID03.
 MN0013
 MN0013.The dynamic height is computed by dividing the NAVD 88
 MN0013.geopotential number by the normal gravity value computed on the
 MN0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0013.degrees latitude (g = 980.6199 gals.).
 MN0013
 MN0013.The modeled gravity was interpolated from observed gravity values.
 MN0013
 MN0013;                    North         East    Units  Estimated Accuracy
 MN0013;SPC NE       -   221,610.      299,440.      MT  (+/- 180 meters Scaled)
 MN0013
 MN0013                          SUPERSEDED SURVEY CONTROL
 MN0013
 MN0013  NGVD 29 (??/??/92) 1171.044  (m)         3842.00   (f) ADJ UNCH    2 0
 MN0013
 MN0013.Superseded values are not recommended for survey control.
 MN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0013.See file dsdata.txt to determine how the superseded data were derived.
 MN0013
 MN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG147312(NAD 83)
 MN0013_MARKER: DB = BENCH MARK DISK
 MN0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0013_STAMPING: B 56 1934
 MN0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0013+STABILITY: SURFACE MOTION
 MN0013
 MN0013  HISTORY     - Date     Condition        Report By
 MN0013  HISTORY     - 1934     MONUMENTED       CGS
 MN0013  HISTORY     - 1938     GOOD             NGS
 MN0013
 MN0013                          STATION DESCRIPTION
 MN0013
 MN0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0013'32.6 MI N FROM OSHKOSH.
 MN0013'32.6 MILES NORTH ALONG STATE HIGHWAY 27 AND ROADS LEADING TO
 MN0013'ELLSWORTH VIA MUMPER FROM THE COURTHOUSE AT OSHKOSH, GARDEN
 MN0013'COUNTY, 33 FEET EAST OF THE CENTERLINE OF THE ROAD, 25 FEET
 MN0013'NORTH OF A FENCE CORNER, AND 5 FEET EAST OF THE RIGHT-OF-WAY
 MN0013'FENCE.  A STANDARD DISK, STAMPED B 56 1934 AND SET IN THE TOP
 MN0013'OF A CONCRETE POST.
 MN0013
 MN0013                          STATION RECOVERY (1938)
 MN0013
 MN0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MN0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0374 ***********************************************************************
 NP0374  DESIGNATION -  B 57
 NP0374  PID         -  NP0374
 NP0374  STATE/COUNTY-  NE/SIOUX
 NP0374  USGS QUAD   -  WHISTLE CREEK SE (1983)
 NP0374
 NP0374                         *CURRENT SURVEY CONTROL
 NP0374  ___________________________________________________________________
 NP0374* NAD 83(1986)-  42 17 36.     (N)    103 30 59.     (W)     SCALED    
 NP0374* NAVD 88     -      1415.753  (meters)    4644.85   (feet)  POSTED    
 NP0374  ___________________________________________________________________
 NP0374  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 NP0374  DYNAMIC HT  -        1414.860 (meters)    4641.92  (feet)  COMP
 NP0374  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 NP0374
 NP0374  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0374
 NP0374.The horizontal coordinates were scaled from a topographic map and have
 NP0374.an estimated accuracy of +/- 6 seconds.
 NP0374
 NP0374.The orthometric height was determined by differential leveling
 NP0374.and adjusted by the National Geodetic Survey in 1992..
 NP0374.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0374.rate of 1.1 thru 2.0 mm/km.
 NP0374
 NP0374.The geoid height was determined by GEOID03.
 NP0374
 NP0374.The dynamic height is computed by dividing the NAVD 88
 NP0374.geopotential number by the normal gravity value computed on the
 NP0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0374.degrees latitude (g = 980.6199 gals.).
 NP0374
 NP0374.The modeled gravity was interpolated from observed gravity values.
 NP0374
 NP0374;                    North         East    Units  Estimated Accuracy
 NP0374;SPC NE       -   279,030.      210,160.      MT  (+/- 180 meters Scaled)
 NP0374
 NP0374                          SUPERSEDED SURVEY CONTROL
 NP0374
 NP0374  NGVD 29 (??/??/92) 1415.027  (m)         4642.47   (f) ADJ UNCH    2 0
 NP0374
 NP0374.Superseded values are not recommended for survey control.
 NP0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0374.See file dsdata.txt to determine how the superseded data were derived.
 NP0374
 NP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG223834(NAD 83)
 NP0374_MARKER: DB = BENCH MARK DISK
 NP0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0374_STAMPING: B-57 1934
 NP0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0374+STABILITY: SURFACE MOTION
 NP0374
 NP0374  HISTORY     - Date     Condition        Report By
 NP0374  HISTORY     - 1934     MONUMENTED       CGS
 NP0374  HISTORY     - 1938     GOOD             NGS
 NP0374  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0374
 NP0374                          STATION DESCRIPTION
 NP0374
 NP0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NP0374'24.2 MI W FROM HEMINGFORD.
 NP0374'ALONG A COUNTY ROAD RUNNING INTO STATE HIGHWAY NO. 29 AT A
 NP0374'POINT 1 MILE NORTH OF ALDINE, 24.2 MILES WEST OF THE POST
 NP0374'OFFICE AT HEMINGFORD, 56 FEET SOUTH OF THE CENTER OF THE ROAD,
 NP0374'1 FOOT NORTH OF A RIGHT OF WAY FENCE, 150 FEET EAST OF THE
 NP0374'NORTHEAST CORNER OF A BARN, 250 FEET EAST OF A JOG IN THE ROAD.
 NP0374'SET IN THE TOP OF A PRECAST POST.
 NP0374
 NP0374                          STATION RECOVERY (1981)
 NP0374
 NP0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0406 ***********************************************************************
 NP0406  DESIGNATION -  B 58
 NP0406  PID         -  NP0406
 NP0406  STATE/COUNTY-  NE/SIOUX
 NP0406  USGS QUAD   -  HARRISON SE (1979)
 NP0406
 NP0406                         *CURRENT SURVEY CONTROL
 NP0406  ___________________________________________________________________
 NP0406* NAD 83(1986)-  42 30 35.     (N)    103 50 01.     (W)     SCALED    
 NP0406* NAVD 88     -      1421.100  (meters)    4662.39   (feet)  POSTED    
 NP0406  ___________________________________________________________________
 NP0406  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 NP0406  DYNAMIC HT  -        1420.240 (meters)    4659.57  (feet)  COMP
 NP0406  MODELED GRAV-     979,963.7   (mgal)                       NAVD 88
 NP0406
 NP0406  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0406
 NP0406.The horizontal coordinates were scaled from a topographic map and have
 NP0406.an estimated accuracy of +/- 6 seconds.
 NP0406
 NP0406.The orthometric height was determined by differential leveling
 NP0406.and adjusted by the National Geodetic Survey in 1992..
 NP0406.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0406.rate of 1.1 thru 2.0 mm/km.
 NP0406
 NP0406.The geoid height was determined by GEOID03.
 NP0406
 NP0406.The dynamic height is computed by dividing the NAVD 88
 NP0406.geopotential number by the normal gravity value computed on the
 NP0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0406.degrees latitude (g = 980.6199 gals.).
 NP0406
 NP0406.The modeled gravity was interpolated from observed gravity values.
 NP0406
 NP0406;                    North         East    Units  Estimated Accuracy
 NP0406;SPC NE       -   304,150.      185,090.      MT  (+/- 180 meters Scaled)
 NP0406
 NP0406                          SUPERSEDED SURVEY CONTROL
 NP0406
 NP0406  NGVD 29 (??/??/92) 1420.388  (m)         4660.06   (f) ADJ UNCH    2 0
 NP0406
 NP0406.Superseded values are not recommended for survey control.
 NP0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0406.See file dsdata.txt to determine how the superseded data were derived.
 NP0406
 NP0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH958070(NAD 83)
 NP0406_MARKER: DB = BENCH MARK DISK
 NP0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0406_STAMPING: B 58 1934
 NP0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0406+STABILITY: SURFACE MOTION
 NP0406
 NP0406  HISTORY     - Date     Condition        Report By
 NP0406  HISTORY     - 1934     MONUMENTED       CGS
 NP0406  HISTORY     - 1974     GOOD             USGS
 NP0406
 NP0406                          STATION DESCRIPTION
 NP0406
 NP0406'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0406'15 MI SE FROM HARRISON.
 NP0406'15.0 MILES SOUTH AND EAST ALONG HWY. 29 TO THE BEGINNING OF A
 NP0406'BEND IN THE HWY., A RANCH ON THE LEFT AND A TRACK ROAD RIGHT,
 NP0406'TURN RIGHT (WEST) ON THE TRACK ROAD AND CONTINUE 1.1 MI. TO A
 NP0406'CATTLEGUARD AND THE SCAR OF THE OLD HWY.  THE BENCHMARK IS 198
 NP0406'FT. NORTH OF THE CENTER OF THE CATTLEGUARD AND 2 FT. EAST OF A
 NP0406'NORTH-SOUTH FENCE.  A STANDARD DISK, STAMPED B 58 1934 AND SET
 NP0406'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0066 ***********************************************************************
 MN0066  DESIGNATION -  B 59
 MN0066  PID         -  MN0066
 MN0066  STATE/COUNTY-  NE/DEUEL
 MN0066  USGS QUAD   -  CHAPPELL (1961)
 MN0066
 MN0066                         *CURRENT SURVEY CONTROL
 MN0066  ___________________________________________________________________
 MN0066* NAD 83(1986)-  41 02 57.     (N)    102 24 43.     (W)     SCALED    
 MN0066* NAVD 88     -      1105.611  (meters)    3627.33   (feet)  ADJUSTED  
 MN0066  ___________________________________________________________________
 MN0066  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 MN0066  DYNAMIC HT  -        1104.887 (meters)    3624.95  (feet)  COMP
 MN0066  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 MN0066
 MN0066  VERT ORDER  -  SECOND    CLASS 0
 MN0066
 MN0066.The horizontal coordinates were scaled from a topographic map and have
 MN0066.an estimated accuracy of +/- 6 seconds.
 MN0066
 MN0066.The orthometric height was determined by differential leveling
 MN0066.and adjusted by the National Geodetic Survey in June 1991..
 MN0066
 MN0066.The geoid height was determined by GEOID03.
 MN0066
 MN0066.The dynamic height is computed by dividing the NAVD 88
 MN0066.geopotential number by the normal gravity value computed on the
 MN0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0066.degrees latitude (g = 980.6199 gals.).
 MN0066
 MN0066.The modeled gravity was interpolated from observed gravity values.
 MN0066
 MN0066;                    North         East    Units  Estimated Accuracy
 MN0066;SPC NE       -   137,820.      297,310.      MT  (+/- 180 meters Scaled)
 MN0066
 MN0066                          SUPERSEDED SURVEY CONTROL
 MN0066
 MN0066  NGVD 29 (??/??/92) 1105.136  (m)         3625.77   (f) ADJ UNCH    2 0
 MN0066
 MN0066.Superseded values are not recommended for survey control.
 MN0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0066.See file dsdata.txt to determine how the superseded data were derived.
 MN0066
 MN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF175474(NAD 83)
 MN0066_MARKER: DB = BENCH MARK DISK
 MN0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0066_STAMPING: B 59 1934
 MN0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0066+STABILITY: SURFACE MOTION
 MN0066
 MN0066  HISTORY     - Date     Condition        Report By
 MN0066  HISTORY     - 1934     MONUMENTED       CGS
 MN0066
 MN0066                          STATION DESCRIPTION
 MN0066
 MN0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0066'4.5 MI SE FROM CHAPPELL.
 MN0066'4.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0066'STATION AT CHAPPELL, DEUEL COUNTY, 8 POLES SOUTH OF MILEPOST
 MN0066'376, 84 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 27 PARALLELING
 MN0066'THE TRACK, AND 78 FEET WEST OF THE WEST RAIL OF THE DOUBLE TRACK.
 MN0066'A STANDARD DISK, STAMPED B 59 1934 AND SET IN THE TOP OF A CONCRETE
 MN0066'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0766 ***********************************************************************
 LH0766  DESIGNATION -  B 6
 LH0766  PID         -  LH0766
 LH0766  STATE/COUNTY-  NE/DAWSON
 LH0766  USGS QUAD   -  LEXINGTON EAST (1983)
 LH0766
 LH0766                         *CURRENT SURVEY CONTROL
 LH0766  ___________________________________________________________________
 LH0766* NAD 83(1986)-  40 45 45.     (N)    099 40 52.     (W)     SCALED    
 LH0766* NAVD 88     -       724.419  (meters)    2376.70   (feet)  ADJUSTED  
 LH0766  ___________________________________________________________________
 LH0766  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 LH0766  DYNAMIC HT  -         723.995 (meters)    2375.31  (feet)  COMP
 LH0766  MODELED GRAV-     980,014.8   (mgal)                       NAVD 88
 LH0766
 LH0766  VERT ORDER  -  FIRST     CLASS II
 LH0766
 LH0766.The horizontal coordinates were scaled from a topographic map and have
 LH0766.an estimated accuracy of +/- 6 seconds.
 LH0766
 LH0766.The orthometric height was determined by differential leveling
 LH0766.and adjusted by the National Geodetic Survey in May 1993..
 LH0766
 LH0766.The geoid height was determined by GEOID03.
 LH0766
 LH0766.The dynamic height is computed by dividing the NAVD 88
 LH0766.geopotential number by the normal gravity value computed on the
 LH0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0766.degrees latitude (g = 980.6199 gals.).
 LH0766
 LH0766.The modeled gravity was interpolated from observed gravity values.
 LH0766
 LH0766;                    North         East    Units  Estimated Accuracy
 LH0766;SPC NE       -   103,210.      526,920.      MT  (+/- 180 meters Scaled)
 LH0766
 LH0766                          SUPERSEDED SURVEY CONTROL
 LH0766
 LH0766  NAVD 88 (06/15/91)  724.429  (m)         2376.73   (f) UNKNOWN     1 2
 LH0766  NGVD 29 (02/14/92)  724.156  (m)         2375.84   (f) ADJUSTED    1 2
 LH0766
 LH0766.Superseded values are not recommended for survey control.
 LH0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0766.See file dsdata.txt to determine how the superseded data were derived.
 LH0766
 LH0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML425126(NAD 83)
 LH0766_MARKER: DB = BENCH MARK DISK
 LH0766_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0766_SP_SET: CULVERT WINGWALL
 LH0766_STAMPING: B 6 1933 2375.835
 LH0766_MARK LOGO: CGS   
 LH0766_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0766+STABILITY: SURFACE MOTION
 LH0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0766+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1991
 LH0766
 LH0766  HISTORY     - Date     Condition        Report By
 LH0766  HISTORY     - 1933     MONUMENTED       CGS
 LH0766  HISTORY     - 1974     GOOD             NGS
 LH0766  HISTORY     - 1986     GOOD             NGS
 LH0766  HISTORY     - 19910920 GOOD             NGS
 LH0766  HISTORY     - 19980205 GOOD             LOCSUR
 LH0766
 LH0766                          STATION DESCRIPTION
 LH0766
 LH0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0766'3.4 MI SE FROM LEXINGTON.
 LH0766'ABOUT 3.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0766'THE STATION AT LEXINGTON, DAWSON COUNTY, AT MILEPOST 221, ABOUT
 LH0766'140 YARDS WEST OF THE SOUTH ENTRANCE TO EVERGREEN CEMETERY,
 LH0766'110 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 19.7 FEET
 LH0766'NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AT AN IRRIGATION
 LH0766'FLUME, IN THE TOP OF THE EAST CONCRETE WING WALL OF THE NORTH
 LH0766'CONCRETE ABUTMENT, AND 27.5 FEET SOUTH OF THE NORTH RAILROAD
 LH0766'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2375.835 B 6 1933.
 LH0766
 LH0766                          STATION RECOVERY (1974)
 LH0766
 LH0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LH0766'RECOVERED IN GOOD CONDITION.
 LH0766
 LH0766                          STATION RECOVERY (1986)
 LH0766
 LH0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0766'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 LH0766'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.1 KM (3.2
 LH0766'MI) SOUTH ALONG US HIGHWAY 30 FROM THE US HIGHWAY OVERPASS BRIDGE AT
 LH0766'LEXINGTON, IN TOP OF AND 0.3 METER (1 FT) SOUTHWEST OF THE NORTHEAST
 LH0766'END OF THE NORTHEAST WINGWALL FOR AN IRRIGATION FLUME UNDER THE UNION
 LH0766'PACIFIC RAILROAD, 0.19 KM (0.12 MI) SOUTHEAST OF MILEPOST 241, 33.5
 LH0766'METERS (110 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND 5.9 METERS
 LH0766'(19.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF
 LH0766'TRACKS.
 LH0766
 LH0766                          STATION RECOVERY (1991)
 LH0766
 LH0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0766'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0766'U.S. HIGHWAY 283 IN LEXINGTON, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF
 LH0766'THE NORTH END OF THE EAST CONCRETE WINGWALL OF A CULVERT UNDER THE
 LH0766'UNION PACIFIC RAILROAD, 132.0 M (433.1 FT) WEST OF THE EXTENDED
 LH0766'CENTER OF THE EVERGREEN CEMETERY ENTRANCE ROAD, 33.4 M (109.6 FT)
 LH0766'SOUTH OF THE HIGHWAY CENTERLINE, 5.9 M (19.4 FT) NORTH OF THE NEAR
 LH0766'RAIL, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LH0766
 LH0766                          STATION RECOVERY (1998)
 LH0766
 LH0766'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998 (RD)
 LH0766'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LH0766'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1126 ***********************************************************************
 AI1126  DESIGNATION -  B 6 RESET
 AI1126  PID         -  AI1126
 AI1126  STATE/COUNTY-  NE/DAWSON
 AI1126  USGS QUAD   -  LEXINGTON EAST (1983)
 AI1126
 AI1126                         *CURRENT SURVEY CONTROL
 AI1126  ___________________________________________________________________
 AI1126* NAD 83(1986)-  40 45 45.     (N)    099 40 52.     (W)     SCALED    
 AI1126* NAVD 88     -       723.90   (meters)    2375.0    (feet)  RESET     
 AI1126  ___________________________________________________________________
 AI1126  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AI1126
 AI1126  VERT ORDER  -  THIRD
 AI1126
 AI1126.The horizontal coordinates were scaled from a topographic map and have
 AI1126.an estimated accuracy of +/- 6 seconds.
 AI1126
 AI1126.The orthometric height was computed from unverified reset data.
 AI1126.No vertical observational check was made to the station.
 AI1126
 AI1126.The geoid height was determined by GEOID03.
 AI1126
 AI1126;                    North         East    Units  Estimated Accuracy
 AI1126;SPC NE       -   103,210.      526,920.      MT  (+/- 180 meters Scaled)
 AI1126
 AI1126                          SUPERSEDED SURVEY CONTROL
 AI1126
 AI1126.No superseded survey control is available for this station.
 AI1126
 AI1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML425126(NAD 83)
 AI1126_MARKER: DV = VERTICAL CONTROL DISK
 AI1126_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI1126_SP_SET: BRIDGE HEADWALL
 AI1126_STAMPING: B-6 RESET 1997
 AI1126_MARK LOGO: NGS   
 AI1126_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1126
 AI1126  HISTORY     - Date     Condition        Report By
 AI1126  HISTORY     - 1998     MONUMENTED       LOCSUR
 AI1126
 AI1126                          STATION DESCRIPTION
 AI1126
 AI1126'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998 (RD)
 AI1126'3.15 MI (5.07 KM) EAST ALONG U.S.  HIGHWAY 30 FROM THE JUNCTION WITH
 AI1126'U.S.  HIGHWAY 283, IN LEXINGTON, TO THE MARK, ON THE RIGHT, NEAR THE
 AI1126'CENTER OF SEC11, T9N, R21W, IN THE NORTHEAST CORNER OF THE HEADWALL OF
 AI1126'BRIDGE OVER THE SPRING CREEK IRRIGATION CANAL, OPPOSITE THE EVERGREEN
 AI1126'CEMETERY, 128 M (419.9 FT) WEST OF THE SOUTH ENTRANCE TO THE CEMETERY,
 AI1126'38 M (124.7 FT) EAST OF THE EXTENSION OF THE WEST EDGE OF THE
 AI1126'CEMETERY, 32.4 M (106.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AI1126'26.09 M (85.60 FT) EAST-SOUTHEAST OF A NAIL ON THE SOUTH SIDE OF A
 AI1126'POLE NUMBERED 221 AND 7.6 M (24.9 FT) NORTH OF THE NORTH RAIL OF THE
 AI1126'NORTH MAIN TRACKS OF THE UNION PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0819 ***********************************************************************
 LH0819  DESIGNATION -  B 60 RESET
 LH0819  PID         -  LH0819
 LH0819  STATE/COUNTY-  NE/DAWSON
 LH0819  USGS QUAD   -  LEXINGTON EAST (1983)
 LH0819
 LH0819                         *CURRENT SURVEY CONTROL
 LH0819  ___________________________________________________________________
 LH0819* NAD 83(1986)-  40 50 14.     (N)    099 44 56.     (W)     SCALED    
 LH0819* NAVD 88     -       739.00   (meters)    2424.5    (feet)  RESET     
 LH0819  ___________________________________________________________________
 LH0819  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 LH0819
 LH0819  VERT ORDER  -  THIRD
 LH0819
 LH0819.The horizontal coordinates were scaled from a topographic map and have
 LH0819.an estimated accuracy of +/- 6 seconds.
 LH0819
 LH0819.The orthometric height was computed from unverified reset data.
 LH0819
 LH0819.The geoid height was determined by GEOID03.
 LH0819
 LH0819;                    North         East    Units  Estimated Accuracy
 LH0819;SPC NE       -   111,490.      521,170.      MT  (+/- 180 meters Scaled)
 LH0819
 LH0819                          SUPERSEDED SURVEY CONTROL
 LH0819
 LH0819  NGVD 29 (??/??/??)  738.72   (m)         2423.6    (f) RESET       3  
 LH0819
 LH0819.Superseded values are not recommended for survey control.
 LH0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0819.See file dsdata.txt to determine how the superseded data were derived.
 LH0819
 LH0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML368209(NAD 83)
 LH0819_MARKER: DB = BENCH MARK DISK
 LH0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0819_SP_SET: CONCRETE SIPHON
 LH0819_STAMPING: B 60 RESET 1956
 LH0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0819
 LH0819  HISTORY     - Date     Condition        Report By
 LH0819  HISTORY     - 1956     MONUMENTED       NEDR
 LH0819
 LH0819                          STATION DESCRIPTION
 LH0819
 LH0819'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1956
 LH0819'4.2 MI N FROM LEXINGTON.
 LH0819'4.2 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0819'AT LEXINGTON, 0.5 MILE NORTH OF THE CROSSING OF AN EAST-AND-WEST
 LH0819'ROAD, 222 FEET NORTH OF THE NORTH END OF THE FLOOR OF A BRIDGE
 LH0819'OVER BUFFALO CREEK, 63 FEET EAST OF THE CENTERLINE OF THE
 LH0819'HIGHWAY, 15 FEET NORTH OF A FIELD ENTRANCE, 8 FEET NORTH OF AN
 LH0819'EAST-AND-WEST FENCE, 3 FEET OF THE RIGHT-OF-WAY FENCE, AT A
 LH0819'CONCRETE SIPHON, AND IN THE TOP OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0160 ***********************************************************************
 NP0160  DESIGNATION -  B 61
 NP0160  PID         -  NP0160
 NP0160  STATE/COUNTY-  NE/BOX BUTTE
 NP0160  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0160
 NP0160                         *CURRENT SURVEY CONTROL
 NP0160  ___________________________________________________________________
 NP0160* NAD 83(1986)-  42 05 44.     (N)    102 49 10.     (W)     SCALED    
 NP0160* NAVD 88     -      1205.853  (meters)    3956.20   (feet)  ADJUSTED  
 NP0160  ___________________________________________________________________
 NP0160  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 NP0160  DYNAMIC HT  -        1205.155 (meters)    3953.91  (feet)  COMP
 NP0160  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 NP0160
 NP0160  VERT ORDER  -  FIRST     CLASS II
 NP0160
 NP0160.The horizontal coordinates were scaled from a topographic map and have
 NP0160.an estimated accuracy of +/- 6 seconds.
 NP0160
 NP0160.The orthometric height was determined by differential leveling
 NP0160.and adjusted by the National Geodetic Survey in June 1991..
 NP0160
 NP0160.The geoid height was determined by GEOID03.
 NP0160
 NP0160.The dynamic height is computed by dividing the NAVD 88
 NP0160.geopotential number by the normal gravity value computed on the
 NP0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0160.degrees latitude (g = 980.6199 gals.).
 NP0160
 NP0160.The modeled gravity was interpolated from observed gravity values.
 NP0160
 NP0160;                    North         East    Units  Estimated Accuracy
 NP0160;SPC NE       -   254,970.      266,870.      MT  (+/- 180 meters Scaled)
 NP0160
 NP0160                          SUPERSEDED SURVEY CONTROL
 NP0160
 NP0160  NGVD 29 (??/??/92) 1205.310  (m)         3954.42   (f) ADJ UNCH    1 2
 NP0160
 NP0160.Superseded values are not recommended for survey control.
 NP0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0160.See file dsdata.txt to determine how the superseded data were derived.
 NP0160
 NP0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG803626(NAD 83)
 NP0160_MARKER: DB = BENCH MARK DISK
 NP0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0160_SP_SET: CONCRETE POST
 NP0160_STAMPING: B 61 1934
 NP0160_MARK LOGO: CGS   
 NP0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0160+STABILITY: SURFACE MOTION
 NP0160
 NP0160  HISTORY     - Date     Condition        Report By
 NP0160  HISTORY     - 1934     MONUMENTED       CGS
 NP0160  HISTORY     - 1967     GOOD             NGS
 NP0160  HISTORY     - 1985     GOOD             NGS
 NP0160
 NP0160                          STATION DESCRIPTION
 NP0160
 NP0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NP0160'2.6 MI E FROM ALLIANCE.
 NP0160'THE STATION IS SITUATED 2.6 MILES EAST ALONG THE CHICAGO
 NP0160'BURLINGTON, AND QUINCY RAILROAD FROM THE STATION AT ALLIANCE,
 NP0160'40.5 FT. NORTH OF THE NORTH RAIL, 45.5 FT. WEST OF THE
 NP0160'CENTERLINE OF THE ROAD, 13.0 FT. SOUTHWEST OF A 10 IN X 10 IN
 NP0160'CONCRETE FENCE POST, 6.9 FEET SOUTH OF THE RIGHT OF WAY FENCE,
 NP0160'AND 2.5 FT. EAST OF A C AND GS WITNESS POST SIGN PROJECTING 3.1
 NP0160'FT. ABOVE THE GROUND.  THE STATION IS A STANDARD DISK, STAMPED
 NP0160'B 61 1934, SET IN THE TOP OF A CONCRETE POST BURIED ABOUT 0.8 FT.
 NP0160'BELOW THE GROUND SURFACE.
 NP0160
 NP0160                          STATION RECOVERY (1985)
 NP0160
 NP0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0160'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0160'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
 NP0160'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0107 ***********************************************************************
 NO0107  DESIGNATION -  B 63
 NO0107  PID         -  NO0107
 NO0107  STATE/COUNTY-  NE/HOOKER
 NO0107  USGS QUAD   -  SENECA SW (1988)
 NO0107
 NO0107                         *CURRENT SURVEY CONTROL
 NO0107  ___________________________________________________________________
 NO0107* NAD 83(1986)-  42 02 52.     (N)    100 58 17.     (W)     SCALED    
 NO0107* NAVD 88     -       955.131  (meters)    3133.63   (feet)  ADJUSTED  
 NO0107  ___________________________________________________________________
 NO0107  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 NO0107  DYNAMIC HT  -         954.628 (meters)    3131.98  (feet)  COMP
 NO0107  MODELED GRAV-     980,063.3   (mgal)                       NAVD 88
 NO0107
 NO0107  VERT ORDER  -  SECOND    CLASS 0
 NO0107
 NO0107.The horizontal coordinates were scaled from a topographic map and have
 NO0107.an estimated accuracy of +/- 6 seconds.
 NO0107
 NO0107.The orthometric height was determined by differential leveling
 NO0107.and adjusted by the National Geodetic Survey in June 1991..
 NO0107
 NO0107.The geoid height was determined by GEOID03.
 NO0107
 NO0107.The dynamic height is computed by dividing the NAVD 88
 NO0107.geopotential number by the normal gravity value computed on the
 NO0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0107.degrees latitude (g = 980.6199 gals.).
 NO0107
 NO0107.The modeled gravity was interpolated from observed gravity values.
 NO0107
 NO0107;                    North         East    Units  Estimated Accuracy
 NO0107;SPC NE       -   246,320.      419,610.      MT  (+/- 180 meters Scaled)
 NO0107
 NO0107                          SUPERSEDED SURVEY CONTROL
 NO0107
 NO0107  NGVD 29 (??/??/92)  954.793  (m)         3132.52   (f) ADJ UNCH    2 0
 NO0107
 NO0107.Superseded values are not recommended for survey control.
 NO0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0107.See file dsdata.txt to determine how the superseded data were derived.
 NO0107
 NO0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM368569(NAD 83)
 NO0107_MARKER: DB = BENCH MARK DISK
 NO0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0107_STAMPING: B 63 1934
 NO0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0107+STABILITY: SURFACE MOTION
 NO0107
 NO0107  HISTORY     - Date     Condition        Report By
 NO0107  HISTORY     - 1934     MONUMENTED       CGS
 NO0107  HISTORY     - 19851008 MARK NOT FOUND   USPSQD
 NO0107
 NO0107                          STATION DESCRIPTION
 NO0107
 NO0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0107'3.7 MI E FROM MULLEN.
 NO0107'3.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NO0107'RAILROAD FROM THE STATION AT MULLEN, HOOKER COUNTY, AT THE
 NO0107'CROSSING OF STATE HIGHWAY 2, 93 FEET SOUTH OF THE SOUTH RAIL,
 NO0107'42 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.0 FEET
 NO0107'NORTHEAST OF A FENCE CORNER, AND 3.3 FEET NORTH OF THE FENCE.
 NO0107'A STANDARD DISK, STAMPED B 63 1934 AND SET IN THE TOP OF A
 NO0107'CONCRETE POST.
 NO0107
 NO0107                          STATION RECOVERY (1985)
 NO0107
 NO0107'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 NO0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0009 ***********************************************************************
 MM0009  DESIGNATION -  B 64
 MM0009  PID         -  MM0009
 MM0009  STATE/COUNTY-  NE/BLAINE
 MM0009  USGS QUAD   -  DUNNING NW (1986)
 MM0009
 MM0009                         *CURRENT SURVEY CONTROL
 MM0009  ___________________________________________________________________
 MM0009* NAD 83(1986)-  41 53 32.     (N)    100 14 07.     (W)     SCALED    
 MM0009* NAVD 88     -       818.451  (meters)    2685.20   (feet)  ADJUSTED  
 MM0009  ___________________________________________________________________
 MM0009  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 MM0009  DYNAMIC HT  -         818.044 (meters)    2683.87  (feet)  COMP
 MM0009  MODELED GRAV-     980,097.7   (mgal)                       NAVD 88
 MM0009
 MM0009  VERT ORDER  -  SECOND    CLASS 0
 MM0009
 MM0009.The horizontal coordinates were scaled from a topographic map and have
 MM0009.an estimated accuracy of +/- 6 seconds.
 MM0009
 MM0009.The orthometric height was determined by differential leveling
 MM0009.and adjusted by the National Geodetic Survey in June 1991..
 MM0009
 MM0009.The geoid height was determined by GEOID03.
 MM0009
 MM0009.The dynamic height is computed by dividing the NAVD 88
 MM0009.geopotential number by the normal gravity value computed on the
 MM0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0009.degrees latitude (g = 980.6199 gals.).
 MM0009
 MM0009.The modeled gravity was interpolated from observed gravity values.
 MM0009
 MM0009;                    North         East    Units  Estimated Accuracy
 MM0009;SPC NE       -   228,620.      480,480.      MT  (+/- 180 meters Scaled)
 MM0009
 MM0009                          SUPERSEDED SURVEY CONTROL
 MM0009
 MM0009  NGVD 29 (??/??/92)  818.166  (m)         2684.27   (f) ADJ UNCH    2 0
 MM0009
 MM0009.Superseded values are not recommended for survey control.
 MM0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0009.See file dsdata.txt to determine how the superseded data were derived.
 MM0009
 MM0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM975385(NAD 83)
 MM0009_MARKER: DB = BENCH MARK DISK
 MM0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0009_STAMPING: B 64 1934
 MM0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0009+STABILITY: SURFACE MOTION
 MM0009
 MM0009  HISTORY     - Date     Condition        Report By
 MM0009  HISTORY     - 1934     MONUMENTED       CGS
 MM0009  HISTORY     - 19850920 MARK NOT FOUND   USPSQD
 MM0009
 MM0009                          STATION DESCRIPTION
 MM0009
 MM0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0009'1.9 MI SE FROM HALSEY.
 MM0009'IN BLAINE COUNTY, 1.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON
 MM0009'AND QUINCY RAILROAD FROM THE STATION AT HALSEY, THOMAS COUNTY,
 MM0009'AT MILEAGE 223.35, OPPOSITE A STATION-ONE-MILE SIGN, 61 FEET
 MM0009'WEST OF A POLE, 37.0 FEET NORTH OF THE NORTH RAIL, AND IN LINE
 MM0009'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED B 64 1934 AND
 MM0009'SET IN THE TOP OF A CONCRETE POST.
 MM0009
 MM0009                          STATION RECOVERY (1985)
 MM0009
 MM0009'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 MM0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0174 ***********************************************************************
 MM0174  DESIGNATION -  B 65
 MM0174  PID         -  MM0174
 MM0174  STATE/COUNTY-  NE/LOGAN
 MM0174  USGS QUAD   -  HAPPY HOLLOW (1986)
 MM0174
 MM0174                         *CURRENT SURVEY CONTROL
 MM0174  ___________________________________________________________________
 MM0174* NAD 83(1986)-  41 38 05.     (N)    100 31 44.     (W)     SCALED    
 MM0174* NAVD 88     -       917.864  (meters)    3011.36   (feet)  ADJUSTED  
 MM0174  ___________________________________________________________________
 MM0174  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 MM0174  DYNAMIC HT  -         917.360 (meters)    3009.71  (feet)  COMP
 MM0174  MODELED GRAV-     980,041.7   (mgal)                       NAVD 88
 MM0174
 MM0174  VERT ORDER  -  SECOND    CLASS 0
 MM0174
 MM0174.The horizontal coordinates were scaled from a topographic map and have
 MM0174.an estimated accuracy of +/- 6 seconds.
 MM0174
 MM0174.The orthometric height was determined by differential leveling
 MM0174.and adjusted by the National Geodetic Survey in June 1991..
 MM0174
 MM0174.The geoid height was determined by GEOID03.
 MM0174
 MM0174.The dynamic height is computed by dividing the NAVD 88
 MM0174.geopotential number by the normal gravity value computed on the
 MM0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0174.degrees latitude (g = 980.6199 gals.).
 MM0174
 MM0174.The modeled gravity was interpolated from observed gravity values.
 MM0174
 MM0174;                    North         East    Units  Estimated Accuracy
 MM0174;SPC NE       -   200,140.      455,950.      MT  (+/- 180 meters Scaled)
 MM0174
 MM0174                          SUPERSEDED SURVEY CONTROL
 MM0174
 MM0174  NGVD 29 (??/??/92)  917.550  (m)         3010.33   (f) ADJ UNCH    2 0
 MM0174
 MM0174.Superseded values are not recommended for survey control.
 MM0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0174.See file dsdata.txt to determine how the superseded data were derived.
 MM0174
 MM0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM726103(NAD 83)
 MM0174_MARKER: DB = BENCH MARK DISK
 MM0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0174_STAMPING: B 65 1934
 MM0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0174+STABILITY: SURFACE MOTION
 MM0174
 MM0174  HISTORY     - Date     Condition        Report By
 MM0174  HISTORY     - 1934     MONUMENTED       CGS
 MM0174  HISTORY     - 19851031 MARK NOT FOUND   USPSQD
 MM0174
 MM0174                          STATION DESCRIPTION
 MM0174
 MM0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0174'12.1 MI N FROM STAPLETON.
 MM0174'ABOUT 12.1 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0174'PACIFIC RAILROAD STATION AT STAPLETON, LOGAN COUNTY, ABOUT 12.9
 MM0174'MILES SOUTH OF THE BRIDGE OVER DISMAL RIVER, AT THE SOUTH END
 MM0174'OF A SMALL CURVE TO THE EAST, 18 FEET NORTHEAST OF THE CENTER
 MM0174'LINE OF THE HIGHWAY, 26 FEET SOUTHWEST OF A FENCE CORNER, 24 FEET
 MM0174'WEST OF THE NORTH-AND-SOUTH FENCE, AND 15.3 FEET SOUTH OF THE
 MM0174'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED B 65 1934 AND
 MM0174'SET IN THE TOP OF A CONCRETE POST.
 MM0174
 MM0174                          STATION RECOVERY (1985)
 MM0174
 MM0174'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0890 ***********************************************************************
 ML0890  DESIGNATION -  B 67
 ML0890  PID         -  ML0890
 ML0890  STATE/COUNTY-  NE/BLAINE
 ML0890  USGS QUAD   -  BREWSTER (1978)
 ML0890
 ML0890                         *CURRENT SURVEY CONTROL
 ML0890  ___________________________________________________________________
 ML0890* NAD 83(1986)-  41 57 43.     (N)    099 51 06.     (W)     SCALED    
 ML0890* NAVD 88     -       766.634  (meters)    2515.20   (feet)  ADJUSTED  
 ML0890  ___________________________________________________________________
 ML0890  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 ML0890  DYNAMIC HT  -         766.266 (meters)    2513.99  (feet)  COMP
 ML0890  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 ML0890
 ML0890  VERT ORDER  -  SECOND    CLASS 0
 ML0890
 ML0890.The horizontal coordinates were scaled from a topographic map and have
 ML0890.an estimated accuracy of +/- 6 seconds.
 ML0890
 ML0890.The orthometric height was determined by differential leveling
 ML0890.and adjusted by the National Geodetic Survey in June 1991..
 ML0890
 ML0890.The geoid height was determined by GEOID03.
 ML0890
 ML0890.The dynamic height is computed by dividing the NAVD 88
 ML0890.geopotential number by the normal gravity value computed on the
 ML0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0890.degrees latitude (g = 980.6199 gals.).
 ML0890
 ML0890.The modeled gravity was interpolated from observed gravity values.
 ML0890
 ML0890;                    North         East    Units  Estimated Accuracy
 ML0890;SPC NE       -   236,340.      512,290.      MT  (+/- 180 meters Scaled)
 ML0890
 ML0890                          SUPERSEDED SURVEY CONTROL
 ML0890
 ML0890  NGVD 29 (??/??/92)  766.348  (m)         2514.26   (f) ADJ UNCH    2 0
 ML0890
 ML0890.Superseded values are not recommended for survey control.
 ML0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0890.See file dsdata.txt to determine how the superseded data were derived.
 ML0890
 ML0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM294459(NAD 83)
 ML0890_MARKER: DB = BENCH MARK DISK
 ML0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0890_SP_SET: CONCRETE POST
 ML0890_STAMPING: B 67 1935
 ML0890_MARK LOGO: CGS   
 ML0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0890+STABILITY: SURFACE MOTION
 ML0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0890+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1988
 ML0890
 ML0890  HISTORY     - Date     Condition        Report By
 ML0890  HISTORY     - 1935     MONUMENTED       CGS
 ML0890  HISTORY     - 1949     MARK NOT FOUND   USGS
 ML0890  HISTORY     - 19880525 GOOD             NGS
 ML0890
 ML0890                          STATION DESCRIPTION
 ML0890
 ML0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0890'2 MI N FROM BREWSTER.
 ML0890'2.05 MILES NORTH OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0890'HIGHWAY 7 BETWEEN BREWSTER AND AINSWORTH, ABOUT 450 FEET SOUTH OF
 ML0890'POINT WHERE TELEPHONE LINE CROSSES THE HIGHWAY, 52 FEET EAST OF
 ML0890'THE CENTER LINE OF THE HIGHWAY, 4.0 FEET EAST OF RIGHT OF WAY
 ML0890'FENCE, 2.2 FEET SOUTH OF LINE FENCE, AND ABOUT 1.5 FEET ABOVE
 ML0890'THE ROAD SURFACE BESIDE THE MARK.
 ML0890
 ML0890                          STATION RECOVERY (1949)
 ML0890
 ML0890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 ML0890'MARK NOT FOUND.
 ML0890
 ML0890                          STATION RECOVERY (1988)
 ML0890
 ML0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ML0890'PREVIOUSLY REPORTED NOT FOUND, BUT RECOVERED IN GOOD CONDITION, 0.4 KM
 ML0890'(0.25 MI) NORTH ALONG LINCOLN AVENUE, FROM THE COURTHOUSE IN
 ML0890'BREWSTER, THEN 0.32 KM (0.20 MI) EAST ON RAILWAY STREET, THEN 2.57 KM
 ML0890'(1.60 MI) NORTH ALONG STATE HIGHWAY 7 TO THE MARK ON THE RIGHT, 61.4
 ML0890'M (201.4 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 21.18 M
 ML0890'(69.5 FT) EAST FROM A NORTH/SOUTH FENCE AND A WITNESS POST, 0.15 M
 ML0890'(0.5 FT) NORTHWEST FROM A U-POST WHICH PROJECTS 0.46 M (1.5 FT) ABOVE
 ML0890'THE GROUND, 1.2 M (3.9 FT) BELOW HIGHWAY AND PROJECTS 0.15 M (0.5 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0520 ***********************************************************************
 NN0520  DESIGNATION -  B 68
 NN0520  PID         -  NN0520
 NN0520  STATE/COUNTY-  NE/BROWN
 NN0520  USGS QUAD   -  AINSWORTH SW (1954)
 NN0520
 NN0520                         *CURRENT SURVEY CONTROL
 NN0520  ___________________________________________________________________
 NN0520* NAD 83(1986)-  42 33 28.     (N)    099 56 59.     (W)     SCALED    
 NN0520* NAVD 88     -       784.075  (meters)    2572.42   (feet)  ADJUSTED  
 NN0520  ___________________________________________________________________
 NN0520  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 NN0520  DYNAMIC HT  -         783.745 (meters)    2571.34  (feet)  COMP
 NN0520  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 NN0520
 NN0520  VERT ORDER  -  FIRST     CLASS II
 NN0520
 NN0520.The horizontal coordinates were scaled from a topographic map and have
 NN0520.an estimated accuracy of +/- 6 seconds.
 NN0520
 NN0520.The orthometric height was determined by differential leveling
 NN0520.and adjusted by the National Geodetic Survey in June 1991..
 NN0520
 NN0520.The geoid height was determined by GEOID03.
 NN0520
 NN0520.The dynamic height is computed by dividing the NAVD 88
 NN0520.geopotential number by the normal gravity value computed on the
 NN0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0520.degrees latitude (g = 980.6199 gals.).
 NN0520
 NN0520.The modeled gravity was interpolated from observed gravity values.
 NN0520
 NN0520;                    North         East    Units  Estimated Accuracy
 NN0520;SPC NE       -   302,500.      504,130.      MT  (+/- 180 meters Scaled)
 NN0520
 NN0520                          SUPERSEDED SURVEY CONTROL
 NN0520
 NN0520  NGVD 29 (??/??/92)  783.779  (m)         2571.45   (f) ADJ UNCH    1 2
 NN0520
 NN0520.Superseded values are not recommended for survey control.
 NN0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0520.See file dsdata.txt to determine how the superseded data were derived.
 NN0520
 NN0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN220121(NAD 83)
 NN0520_MARKER: DB = BENCH MARK DISK
 NN0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0520_STAMPING: B 68 1935
 NN0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0520+STABILITY: SURFACE MOTION
 NN0520
 NN0520  HISTORY     - Date     Condition        Report By
 NN0520  HISTORY     - 1935     MONUMENTED       CGS
 NN0520  HISTORY     - 1946     GOOD             NGS
 NN0520
 NN0520                          STATION DESCRIPTION
 NN0520
 NN0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0520'4.4 MI W FROM AINSWORTH.
 NN0520'4.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0520'FROM THE STATION AT AINSWORTH, BROWN COUNTY, 0.4 MILE EAST
 NN0520'OF MILEPOST 228, 99.7 FEET SOUTH OF THE CENTERLINE OF U.S.
 NN0520'HIGHWAY 20, 61 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 NN0520'48 FEET NORTHEAST OF THE EAST END OF SIDING 25, 42.4 FEET
 NN0520'NORTHEAST OF A SWITCH, 45.3 FEET NORTH OF THE NORTH RAIL OF THE
 NN0520'MAIN TRACK AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 NN0520'STAMPED B 68 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0086 ***********************************************************************
 MM0086  DESIGNATION -  B 7
 MM0086  PID         -  MM0086
 MM0086  STATE/COUNTY-  NE/LINCOLN
 MM0086  USGS QUAD   -  MAXWELL (1970)
 MM0086
 MM0086                         *CURRENT SURVEY CONTROL
 MM0086  ___________________________________________________________________
 MM0086* NAD 83(1986)-  41 04 42.     (N)    100 31 25.     (W)     SCALED    
 MM0086* NAVD 88     -       825.846  (meters)    2709.46   (feet)  ADJUSTED  
 MM0086  ___________________________________________________________________
 MM0086  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 MM0086  DYNAMIC HT  -         825.353 (meters)    2707.85  (feet)  COMP
 MM0086  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 MM0086
 MM0086  VERT ORDER  -  FIRST     CLASS II
 MM0086
 MM0086.The horizontal coordinates were scaled from a topographic map and have
 MM0086.an estimated accuracy of +/- 6 seconds.
 MM0086
 MM0086.The orthometric height was determined by differential leveling
 MM0086.and adjusted by the National Geodetic Survey in June 1991..
 MM0086
 MM0086.The geoid height was determined by GEOID03.
 MM0086
 MM0086.The dynamic height is computed by dividing the NAVD 88
 MM0086.geopotential number by the normal gravity value computed on the
 MM0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0086.degrees latitude (g = 980.6199 gals.).
 MM0086
 MM0086.The modeled gravity was interpolated from observed gravity values.
 MM0086
 MM0086;                    North         East    Units  Estimated Accuracy
 MM0086;SPC NE       -   138,360.      456,010.      MT  (+/- 180 meters Scaled)
 MM0086
 MM0086                          SUPERSEDED SURVEY CONTROL
 MM0086
 MM0086  NGVD 29 (02/14/92)  825.500  (m)         2708.33   (f) ADJUSTED    1 2
 MM0086
 MM0086.Superseded values are not recommended for survey control.
 MM0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0086.See file dsdata.txt to determine how the superseded data were derived.
 MM0086
 MM0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL720485(NAD 83)
 MM0086_MARKER: DB = BENCH MARK DISK
 MM0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0086_SP_SET: CONCRETE POST
 MM0086_STAMPING: B 7 1933 2708.403
 MM0086_MARK LOGO: CGS   
 MM0086_PROJECTION: RECESSED 50 CENTIMETERS
 MM0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0086+STABILITY: SURFACE MOTION
 MM0086
 MM0086  HISTORY     - Date     Condition        Report By
 MM0086  HISTORY     - 1933     MONUMENTED       CGS
 MM0086  HISTORY     - 1934     GOOD             NGS
 MM0086  HISTORY     - 1985     GOOD             NGS
 MM0086  HISTORY     - 1986     GOOD             NGS
 MM0086
 MM0086                          STATION DESCRIPTION
 MM0086
 MM0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0086'AT MAXWELL.
 MM0086'AT MAXWELL, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD 82.6
 MM0086'FEET NORTH OF THE OPERATORS WINDOW AT THE STATION, 36.8 FEET
 MM0086'NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AND 107.7 FEET
 MM0086'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30.  A STANDARD DISK,
 MM0086'STAMPED 2708.403 B 7 1933 AND SET IN THE TOP OF A CONCRETE
 MM0086'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MM0086
 MM0086                          STATION RECOVERY (1934)
 MM0086
 MM0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MM0086'RECOVERED IN GOOD CONDITION.
 MM0086
 MM0086                          STATION RECOVERY (1985)
 MM0086
 MM0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MM0086'AT MAXWELL, 0.16 KM (0.1 MI) EAST ALONG U.S. HIGHWAY 30 AND THE UNION
 MM0086'PACIFIC RAILROAD. FROM THE CROSSING OF STATE HIGHWAY 56 A SPUR AND
 MM0086'PINE STREET, AT MAXWELL, 32.9 M (108 FT) SOUTH FROM THE CENTERLINE OF
 MM0086'U.S. HIGHWAY 30, 23.93 M (78.5 FT) WEST-SOUTHWEST FROM A POWERLINE
 MM0086'POLE, 19.20 M (63.0 FT) NORTH FROM THE NORTH RAIL OF THE SOUTH SET OF
 MM0086'2 TRACKS, 16.92 M (55.5 FT) EAST-SOUTHEAST FROM A POWERLINE POLE,
 MM0086'11.28 M (37.0 FT) NORTH FROM THE NORTH RAIL OF THE NORTH SET OF 2
 MM0086'TRACKS, WITHIN THE APPROXIMATE CENTER OF 4 METAL POSTS AND RECESSED
 MM0086'0.38 M (15 INCHES), NOTE: THE OLD STATION HAS BEEN TORN DOWN.
 MM0086
 MM0086                          STATION RECOVERY (1986)
 MM0086
 MM0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0086'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25
 MM0086'MI) NORTHWEST ALONG US HGIHWAY 30 FROM THE PUBLIC SCHOOL AT MAXWELL,
 MM0086'0.6 KM (0.4 MI) NORTHWEST OF MILEPOST 192, 0.12 KM (0.07 MI) SOUTHEAST
 MM0086'OF THE INTERSECTION OF PINE STREET, 32.7 METERS (107.5 FT) SOUTHWEST
 MM0086'OF THE HIGHWAY CENTERLINE, 16.7 METERS (55 FT) SOUTHEAST OF THE 3RD
 MM0086'UTILITY POLE SOUTHEAST OF PINE STREET AND 11.3 METERS (37 FT)
 MM0086'NORTHEAST OF THE NORTHEAST RAIL OF THE UNION PACIFIC RAILROAD.
 MM0086'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 MM0086'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0180 ***********************************************************************
 NN0180  DESIGNATION -  B 70
 NN0180  PID         -  NN0180
 NN0180  STATE/COUNTY-  NE/ANTELOPE
 NN0180  USGS QUAD   -  NELIGH SE (1986)
 NN0180
 NN0180                         *CURRENT SURVEY CONTROL
 NN0180  ___________________________________________________________________
 NN0180* NAD 83(1986)-  42 03 37.     (N)    098 01 30.     (W)     SCALED    
 NN0180* NAVD 88     -       574.953  (meters)    1886.33   (feet)  ADJUSTED  
 NN0180  ___________________________________________________________________
 NN0180  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 NN0180  DYNAMIC HT  -         574.722 (meters)    1885.57  (feet)  COMP
 NN0180  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 NN0180
 NN0180  VERT ORDER  -  SECOND    CLASS 0
 NN0180
 NN0180.The horizontal coordinates were scaled from a topographic map and have
 NN0180.an estimated accuracy of +/- 6 seconds.
 NN0180
 NN0180.The orthometric height was determined by differential leveling
 NN0180.and adjusted by the National Geodetic Survey in June 1991..
 NN0180
 NN0180.The geoid height was determined by GEOID03.
 NN0180
 NN0180.The dynamic height is computed by dividing the NAVD 88
 NN0180.geopotential number by the normal gravity value computed on the
 NN0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0180.degrees latitude (g = 980.6199 gals.).
 NN0180
 NN0180.The modeled gravity was interpolated from observed gravity values.
 NN0180
 NN0180;                    North         East    Units  Estimated Accuracy
 NN0180;SPC NE       -   249,120.      663,410.      MT  (+/- 180 meters Scaled)
 NN0180
 NN0180                          SUPERSEDED SURVEY CONTROL
 NN0180
 NN0180  NGVD 29 (??/??/92)  574.734  (m)         1885.61   (f) ADJ UNCH    2 0
 NN0180
 NN0180.Superseded values are not recommended for survey control.
 NN0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0180.See file dsdata.txt to determine how the superseded data were derived.
 NN0180
 NN0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM806569(NAD 83)
 NN0180_MARKER: DB = BENCH MARK DISK
 NN0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0180_STAMPING: B 70 1935
 NN0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0180+STABILITY: SURFACE MOTION
 NN0180
 NN0180  HISTORY     - Date     Condition        Report By
 NN0180  HISTORY     - 1935     MONUMENTED       CGS
 NN0180  HISTORY     - 1962     MARK NOT FOUND   NGS
 NN0180
 NN0180                          STATION DESCRIPTION
 NN0180
 NN0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0180'3.5 MI SW FROM OAKDALE.
 NN0180'ABOUT 3.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NN0180'RAILWAY FROM THE STATION AT OAKDALE, ANTELOPE COUNTY, AT THE
 NN0180'CROSSING OF A ROW OF POLES, 81 FEET NORTHEAST OF THE CENTER OF
 NN0180'A ROAD CROSSING, 38.6 FEET EAST OF THE EAST RAIL OF THE MAIN
 NN0180'TRACK, AND 31 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER.  A
 NN0180'STANDARD DISK, STAMPED B 70 1935 AND SET IN THE TOP OF A
 NN0180'CONCRETE POST.
 NN0180
 NN0180                          STATION RECOVERY (1962)
 NN0180
 NN0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NN0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0524 ***********************************************************************
 ML0524  DESIGNATION -  B 71
 ML0524  PID         -  ML0524
 ML0524  STATE/COUNTY-  NE/GARFIELD
 ML0524  USGS QUAD   -  GABLES SE (1985)
 ML0524
 ML0524                         *CURRENT SURVEY CONTROL
 ML0524  ___________________________________________________________________
 ML0524* NAD 83(1986)-  41 46 34.     (N)    098 49 40.     (W)     SCALED    
 ML0524* NAVD 88     -       657.554  (meters)    2157.33   (feet)  ADJUSTED  
 ML0524  ___________________________________________________________________
 ML0524  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 ML0524  DYNAMIC HT  -         657.234 (meters)    2156.28  (feet)  COMP
 ML0524  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 ML0524
 ML0524  VERT ORDER  -  SECOND    CLASS 0
 ML0524
 ML0524.The horizontal coordinates were scaled from a topographic map and have
 ML0524.an estimated accuracy of +/- 6 seconds.
 ML0524
 ML0524.The orthometric height was determined by differential leveling
 ML0524.and adjusted by the National Geodetic Survey in June 1991..
 ML0524
 ML0524.The geoid height was determined by GEOID03.
 ML0524
 ML0524.The dynamic height is computed by dividing the NAVD 88
 ML0524.geopotential number by the normal gravity value computed on the
 ML0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0524.degrees latitude (g = 980.6199 gals.).
 ML0524
 ML0524.The modeled gravity was interpolated from observed gravity values.
 ML0524
 ML0524;                    North         East    Units  Estimated Accuracy
 ML0524;SPC NE       -   216,360.      597,420.      MT  (+/- 180 meters Scaled)
 ML0524
 ML0524                          SUPERSEDED SURVEY CONTROL
 ML0524
 ML0524  NGVD 29 (??/??/92)  657.292  (m)         2156.47   (f) ADJ UNCH    2 0
 ML0524
 ML0524.Superseded values are not recommended for survey control.
 ML0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0524.See file dsdata.txt to determine how the superseded data were derived.
 ML0524
 ML0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM143249(NAD 83)
 ML0524_MARKER: DB = BENCH MARK DISK
 ML0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0524_STAMPING: B 71 1935
 ML0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0524+STABILITY: SURFACE MOTION
 ML0524
 ML0524  HISTORY     - Date     Condition        Report By
 ML0524  HISTORY     - 1935     MONUMENTED       CGS
 ML0524  HISTORY     - 1972     GOOD             NGS
 ML0524
 ML0524                          STATION DESCRIPTION
 ML0524
 ML0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ML0524'7.6 MI W FROM ERICSON.
 ML0524'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 91, WHICH
 ML0524'IS ABOUT 7 MILES WEST ERICSON, GO WEST ON STATE HIGHWAY 91 FOR
 ML0524'1.1 MILE TO A SIDE ROAD, THENCE SOUTH ON DIRT ROAD PASSING MR.
 ML0524'GENE SWANSON HOUSE FOR 0.35 MILE TO A FORK, KEEP LEFT FORK AND
 ML0524'CONTINUE SOUTH FOR 0.15 MILE TO A GATE, PASS THROUGH THE GATE
 ML0524'AND CONTINUE SOUTH-EAST ALONG TOP OF THE RIDGE FOR 0.15 MILE
 ML0524'TO A SMALL DUMP, FROM HERE CONTINUE SOUTH ACROSS FIELD TO THE
 ML0524'FENCE LINE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 ML0524'THAT PROJECTS 4 INCHES, 5 FEET SOUTH OF THE CENTER OF THE OLD
 ML0524'ROADBED, 4 FEET EAST OF A NORTH-SOUTH FENCE, 2 FEET NORTH OF A
 ML0524'EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0867 ***********************************************************************
 ML0867  DESIGNATION -  B 72
 ML0867  PID         -  ML0867
 ML0867  STATE/COUNTY-  NE/LOUP
 ML0867  USGS QUAD   -  ALMERIA (1978)
 ML0867
 ML0867                         *CURRENT SURVEY CONTROL
 ML0867  ___________________________________________________________________
 ML0867* NAD 83(1986)-  41 49 42.     (N)    099 33 14.     (W)     SCALED    
 ML0867* NAVD 88     -       744.968  (meters)    2444.12   (feet)  ADJUSTED  
 ML0867  ___________________________________________________________________
 ML0867  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 ML0867  DYNAMIC HT  -         744.610 (meters)    2442.94  (feet)  COMP
 ML0867  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 ML0867
 ML0867  VERT ORDER  -  SECOND    CLASS 0
 ML0867
 ML0867.The horizontal coordinates were scaled from a topographic map and have
 ML0867.an estimated accuracy of +/- 6 seconds.
 ML0867
 ML0867.The orthometric height was determined by differential leveling
 ML0867.and adjusted by the National Geodetic Survey in June 1991..
 ML0867
 ML0867.The geoid height was determined by GEOID03.
 ML0867
 ML0867.The dynamic height is computed by dividing the NAVD 88
 ML0867.geopotential number by the normal gravity value computed on the
 ML0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0867.degrees latitude (g = 980.6199 gals.).
 ML0867
 ML0867.The modeled gravity was interpolated from observed gravity values.
 ML0867
 ML0867;                    North         East    Units  Estimated Accuracy
 ML0867;SPC NE       -   221,590.      537,050.      MT  (+/- 180 meters Scaled)
 ML0867
 ML0867                          SUPERSEDED SURVEY CONTROL
 ML0867
 ML0867  NGVD 29 (??/??/92)  744.700  (m)         2443.24   (f) ADJ UNCH    2 0
 ML0867
 ML0867.Superseded values are not recommended for survey control.
 ML0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0867.See file dsdata.txt to determine how the superseded data were derived.
 ML0867
 ML0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM540308(NAD 83)
 ML0867_MARKER: DB = BENCH MARK DISK
 ML0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0867_STAMPING: B 72 1935
 ML0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0867+STABILITY: SURFACE MOTION
 ML0867
 ML0867  HISTORY     - Date     Condition        Report By
 ML0867  HISTORY     - 1935     MONUMENTED       CGS
 ML0867  HISTORY     - 1950     GOOD             NGS
 ML0867
 ML0867                          STATION DESCRIPTION
 ML0867
 ML0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0867'1.8 MI W FROM ALMERIA.
 ML0867'1.75 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0867'ALMERIA, 600 FEET NORTHWEST OF A FORKED TREE WHICH IS 300 FEET
 ML0867'SOUTH OF THE HIGHWAY, 300 FEET WEST OF A WINDMILL, 94 FEET
 ML0867'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL WOODEN BRIDGE, 34
 ML0867'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A
 ML0867'FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0867'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0181 ***********************************************************************
 NO0181  DESIGNATION -  B 73
 NO0181  PID         -  NO0181
 NO0181  STATE/COUNTY-  NE/CHERRY
 NO0181  USGS QUAD   -  SIMEON (1985)
 NO0181
 NO0181                         *CURRENT SURVEY CONTROL
 NO0181  ___________________________________________________________________
 NO0181* NAD 83(1986)-  42 31 52.     (N)    100 40 26.     (W)     SCALED    
 NO0181* NAVD 88     -       898.128  (meters)    2946.61   (feet)  ADJUSTED  
 NO0181  ___________________________________________________________________
 NO0181  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 NO0181  DYNAMIC HT  -         897.707 (meters)    2945.23  (feet)  COMP
 NO0181  MODELED GRAV-     980,122.2   (mgal)                       NAVD 88
 NO0181
 NO0181  VERT ORDER  -  SECOND    CLASS 0
 NO0181
 NO0181.The horizontal coordinates were scaled from a topographic map and have
 NO0181.an estimated accuracy of +/- 6 seconds.
 NO0181
 NO0181.The orthometric height was determined by differential leveling
 NO0181.and adjusted by the National Geodetic Survey in June 1991..
 NO0181
 NO0181.The geoid height was determined by GEOID03.
 NO0181
 NO0181.The dynamic height is computed by dividing the NAVD 88
 NO0181.geopotential number by the normal gravity value computed on the
 NO0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0181.degrees latitude (g = 980.6199 gals.).
 NO0181
 NO0181.The modeled gravity was interpolated from observed gravity values.
 NO0181
 NO0181;                    North         East    Units  Estimated Accuracy
 NO0181;SPC NE       -   299,750.      444,650.      MT  (+/- 180 meters Scaled)
 NO0181
 NO0181                          SUPERSEDED SURVEY CONTROL
 NO0181
 NO0181  NGVD 29 (??/??/92)  897.810  (m)         2945.57   (f) ADJ UNCH    2 0
 NO0181
 NO0181.Superseded values are not recommended for survey control.
 NO0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0181.See file dsdata.txt to determine how the superseded data were derived.
 NO0181
 NO0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN625101(NAD 83)
 NO0181_MARKER: DB = BENCH MARK DISK
 NO0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0181_STAMPING: B 73 1934
 NO0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0181+STABILITY: SURFACE MOTION
 NO0181
 NO0181  HISTORY     - Date     Condition        Report By
 NO0181  HISTORY     - 1934     MONUMENTED       CGS
 NO0181  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0181
 NO0181                          STATION DESCRIPTION
 NO0181
 NO0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0181'10.6 MI N FROM CONTERRA.
 NO0181'ABOUT 10.6 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST
 NO0181'OFFICE AT CONTERRA, CHERRY COUNTY, ABOUT 2.6 MILES NORTH OF THE
 NO0181'PELICAN LAKE RESORT, ABOUT 0.3 MILE SOUTH OF THE NORTH END OF
 NO0181'THE LAKE, AT THE TOP OF A SMALL KNOLL, ABOUT 325 FEET EAST OF
 NO0181'THE LAKE SHORE, AND 26.6 FEET EAST OF THE CENTER LINE OF THE
 NO0181'ROAD.  A STANDARD DISK, STAMPED B 73 1934 AND SET IN THE TOP OF
 NO0181'A CONCRETE POST.
 NO0181
 NO0181                          STATION RECOVERY (1984)
 NO0181
 NO0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0159 ***********************************************************************
 MM0159  DESIGNATION -  B 74
 MM0159  PID         -  MM0159
 MM0159  STATE/COUNTY-  NE/THOMAS
 MM0159  USGS QUAD   -  THEDFORD (1986)
 MM0159
 MM0159                         *CURRENT SURVEY CONTROL
 MM0159  ___________________________________________________________________
 MM0159* NAD 83(1986)-  41 59 56.     (N)    100 35 34.     (W)     SCALED    
 MM0159* NAVD 88     -       896.33   (+/-2cm)    2940.7    (feet)  VERTCON   
 MM0159  ___________________________________________________________________
 MM0159  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 MM0159
 MM0159  VERT ORDER  -  ? (See Below)
 MM0159
 MM0159.The horizontal coordinates were scaled from a topographic map and have
 MM0159.an estimated accuracy of +/- 6 seconds.
 MM0159
 MM0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0159.The vertical order pertains to the NGVD 29 superseded value.
 MM0159
 MM0159.The geoid height was determined by GEOID03.
 MM0159
 MM0159;                    North         East    Units  Estimated Accuracy
 MM0159;SPC NE       -   240,600.      450,900.      MT  (+/- 180 meters Scaled)
 MM0159
 MM0159                          SUPERSEDED SURVEY CONTROL
 MM0159
 MM0159  NGVD 29 (??/??/92)  896.011  (m)         2939.66   (f) ADJ UNCH    ?  
 MM0159
 MM0159.Superseded values are not recommended for survey control.
 MM0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0159.See file dsdata.txt to determine how the superseded data were derived.
 MM0159
 MM0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM680508(NAD 83)
 MM0159_MARKER: DB = BENCH MARK DISK
 MM0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0159_STAMPING: B 74 1934
 MM0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0159+STABILITY: SURFACE MOTION
 MM0159
 MM0159  HISTORY     - Date     Condition        Report By
 MM0159  HISTORY     - 1934     MONUMENTED       CGS
 MM0159  HISTORY     - 1984     MARK NOT FOUND   USGS
 MM0159
 MM0159                          STATION DESCRIPTION
 MM0159
 MM0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0159'2.1 MI N FROM THEDFORD.
 MM0159'ABOUT 2.1 MILES NORTH ALONG THE SIMEON ROAD FROM THE COUNTY
 MM0159'COURTHOUSE AT THEDFORD, THOMAS COUNTY, NEAR THE FIRST CURVE
 MM0159'IN THE ROAD, 47 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 MM0159'9.5 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED B 74 1934
 MM0159'AND SET IN THE TOP OF A CONCRETE POST.
 MM0159
 MM0159                          STATION RECOVERY (1984)
 MM0159
 MM0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0084 ***********************************************************************
 NP0084  DESIGNATION -  B 75
 NP0084  PID         -  NP0084
 NP0084  STATE/COUNTY-  NE/SHERIDAN
 NP0084  USGS QUAD   -  ARGO HILL (1989)
 NP0084
 NP0084                         *CURRENT SURVEY CONTROL
 NP0084  ___________________________________________________________________
 NP0084* NAD 83(1986)-  42 19 03.     (N)    102 09 06.     (W)     SCALED    
 NP0084* NAVD 88     -      1212.355  (meters)    3977.53   (feet)  ADJUSTED  
 NP0084  ___________________________________________________________________
 NP0084  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 NP0084  DYNAMIC HT  -        1211.707 (meters)    3975.41  (feet)  COMP
 NP0084  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 NP0084
 NP0084  VERT ORDER  -  SECOND    CLASS 0
 NP0084
 NP0084.The horizontal coordinates were scaled from a topographic map and have
 NP0084.an estimated accuracy of +/- 6 seconds.
 NP0084
 NP0084.The orthometric height was determined by differential leveling
 NP0084.and adjusted by the National Geodetic Survey in June 1991..
 NP0084
 NP0084.The geoid height was determined by GEOID03.
 NP0084
 NP0084.The dynamic height is computed by dividing the NAVD 88
 NP0084.geopotential number by the normal gravity value computed on the
 NP0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0084.degrees latitude (g = 980.6199 gals.).
 NP0084
 NP0084.The modeled gravity was interpolated from observed gravity values.
 NP0084
 NP0084;                    North         East    Units  Estimated Accuracy
 NP0084;SPC NE       -   278,020.      322,680.      MT  (+/- 180 meters Scaled)
 NP0084
 NP0084                          SUPERSEDED SURVEY CONTROL
 NP0084
 NP0084  NGVD 29 (??/??/92) 1211.832  (m)         3975.82   (f) ADJ UNCH    2 0
 NP0084
 NP0084.Superseded values are not recommended for survey control.
 NP0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0084.See file dsdata.txt to determine how the superseded data were derived.
 NP0084
 NP0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG347889(NAD 83)
 NP0084_MARKER: DB = BENCH MARK DISK
 NP0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0084_STAMPING: B 75 1934
 NP0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0084+STABILITY: SURFACE MOTION
 NP0084
 NP0084  HISTORY     - Date     Condition        Report By
 NP0084  HISTORY     - 1934     MONUMENTED       CGS
 NP0084
 NP0084                          STATION DESCRIPTION
 NP0084
 NP0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0084'23.2 MI N FROM ELLSWORTH.
 NP0084'23.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0084'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0084'COUNTY, NEAR THE CENTER OF SEC. 19, T. 27 N., R. 41 W., 15 FEET
 NP0084'WEST OF THE CENTER OF AN AUTO GATE, AND 1-1/2 FEET NORTH OF AN
 NP0084'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED B 75 1934 AND
 NP0084'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0229 ***********************************************************************
 MN0229  DESIGNATION -  B 76
 MN0229  PID         -  MN0229
 MN0229  STATE/COUNTY-  NE/KIMBALL
 MN0229  USGS QUAD   -  BUSHNELL (1972)
 MN0229
 MN0229                         *CURRENT SURVEY CONTROL
 MN0229  ___________________________________________________________________
 MN0229* NAD 83(1986)-  41 11 52.     (N)    103 58 30.     (W)     SCALED    
 MN0229* NAVD 88     -      1507.714  (meters)    4946.56   (feet)  ADJUSTED  
 MN0229  ___________________________________________________________________
 MN0229  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 MN0229  DYNAMIC HT  -        1506.563 (meters)    4942.78  (feet)  COMP
 MN0229  MODELED GRAV-     979,807.5   (mgal)                       NAVD 88
 MN0229
 MN0229  VERT ORDER  -  SECOND    CLASS 0
 MN0229
 MN0229.The horizontal coordinates were scaled from a topographic map and have
 MN0229.an estimated accuracy of +/- 6 seconds.
 MN0229
 MN0229.The orthometric height was determined by differential leveling
 MN0229.and adjusted by the National Geodetic Survey in June 1991..
 MN0229
 MN0229.The geoid height was determined by GEOID03.
 MN0229
 MN0229.The dynamic height is computed by dividing the NAVD 88
 MN0229.geopotential number by the normal gravity value computed on the
 MN0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0229.degrees latitude (g = 980.6199 gals.).
 MN0229
 MN0229.The modeled gravity was interpolated from observed gravity values.
 MN0229
 MN0229;                    North         East    Units  Estimated Accuracy
 MN0229;SPC NE       -   159,150.      166,790.      MT  (+/- 180 meters Scaled)
 MN0229
 MN0229                          SUPERSEDED SURVEY CONTROL
 MN0229
 MN0229  NGVD 29 (??/??/92) 1506.943  (m)         4944.03   (f) ADJ UNCH    2 0
 MN0229
 MN0229.Superseded values are not recommended for survey control.
 MN0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0229.See file dsdata.txt to determine how the superseded data were derived.
 MN0229
 MN0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF859612(NAD 83)
 MN0229_MARKER: DB = BENCH MARK DISK
 MN0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0229_STAMPING: B 76 1934
 MN0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0229+STABILITY: SURFACE MOTION
 MN0229
 MN0229  HISTORY     - Date     Condition        Report By
 MN0229  HISTORY     - 1934     MONUMENTED       CGS
 MN0229  HISTORY     - 1941     GOOD             NGS
 MN0229
 MN0229                          STATION DESCRIPTION
 MN0229
 MN0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0229'4.9 MI E FROM PINE BLUFFS.
 MN0229'IN KIMBALL COUNTY, NEBRASKA, 4.9 MILES EAST ALONG THE UNION
 MN0229'PACIFIC RAILROAD FROM THE STATION AT PINE BLUFFS, LARAMIE COUNTY,
 MN0229'WYOMING, 24 POLES WEST OF MILEPOST 461, 63.9 FEET SOUTHEAST OF
 MN0229'THE SOUTHEAST RAIL, 25 FEET WEST OF A POLE, 15.7 FEET NORTHWEST
 MN0229'OF A FENCE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 MN0229'DISK, STAMPED B 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0229
 MN0229                          STATION RECOVERY (1941)
 MN0229
 MN0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MN0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0209 ***********************************************************************
 MN0209  DESIGNATION -  B 77
 MN0209  PID         -  MN0209
 MN0209  STATE/COUNTY-  NE/CHEYENNE
 MN0209  USGS QUAD   -  BROWNSON (1972)
 MN0209
 MN0209                         *CURRENT SURVEY CONTROL
 MN0209  ___________________________________________________________________
 MN0209* NAD 83(1986)-  41 10 27.     (N)    103 05 10.     (W)     SCALED    
 MN0209* NAVD 88     -      1274.416  (meters)    4181.15   (feet)  ADJUSTED  
 MN0209  ___________________________________________________________________
 MN0209  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 MN0209  DYNAMIC HT  -        1273.509 (meters)    4178.17  (feet)  COMP
 MN0209  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 MN0209
 MN0209  VERT ORDER  -  SECOND    CLASS 0
 MN0209
 MN0209.The horizontal coordinates were scaled from a topographic map and have
 MN0209.an estimated accuracy of +/- 6 seconds.
 MN0209
 MN0209.The orthometric height was determined by differential leveling
 MN0209.and adjusted by the National Geodetic Survey in June 1991..
 MN0209
 MN0209.The geoid height was determined by GEOID03.
 MN0209
 MN0209.The dynamic height is computed by dividing the NAVD 88
 MN0209.geopotential number by the normal gravity value computed on the
 MN0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0209.degrees latitude (g = 980.6199 gals.).
 MN0209
 MN0209.The modeled gravity was interpolated from observed gravity values.
 MN0209
 MN0209;                    North         East    Units  Estimated Accuracy
 MN0209;SPC NE       -   153,490.      241,170.      MT  (+/- 180 meters Scaled)
 MN0209
 MN0209                          SUPERSEDED SURVEY CONTROL
 MN0209
 MN0209  NGVD 29 (??/??/92) 1273.805  (m)         4179.14   (f) ADJ UNCH    2 0
 MN0209
 MN0209.Superseded values are not recommended for survey control.
 MN0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0209.See file dsdata.txt to determine how the superseded data were derived.
 MN0209
 MN0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF605598(NAD 83)
 MN0209_MARKER: DB = BENCH MARK DISK
 MN0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0209_SP_SET: CONCRETE POST
 MN0209_STAMPING: B 77 1934
 MN0209_MARK LOGO: CGS   
 MN0209_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0209+STABILITY: SURFACE MOTION
 MN0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0209+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1996
 MN0209
 MN0209  HISTORY     - Date     Condition        Report By
 MN0209  HISTORY     - 1934     MONUMENTED       CGS
 MN0209  HISTORY     - 1985     GOOD             DMA
 MN0209  HISTORY     - 1985     GOOD             NGS
 MN0209  HISTORY     - 19961106 GOOD             NEDR
 MN0209
 MN0209                          STATION DESCRIPTION
 MN0209
 MN0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0209'1.7 MI E FROM BROWNSON.
 MN0209'1.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0209'AT BROWNSON, CHEYENNE COUNTY, NEAR MILEAGE 413.79, 70.1 FEET
 MN0209'SOUTH OF THE SOUTH RAIL, 28.7 FEET SOUTH OF A FENCE, AND ABOUT
 MN0209'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 77
 MN0209'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0209
 MN0209                          STATION RECOVERY (1985)
 MN0209
 MN0209'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0209'RECOVERED IN GOOD CONDITION.
 MN0209
 MN0209                          STATION RECOVERY (1985)
 MN0209
 MN0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0209'RECOVERED IN GOOD CONDITION.
 MN0209
 MN0209                          STATION RECOVERY (1996)
 MN0209
 MN0209'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 MN0209'RECOVERED IN GOOD CONDITION, 2.05 MI (3.30 KM) EAST ALONG U.S. HIGHWAY
 MN0209'30, FROM THE JUNCTION WITH STATE ROAD 17A SPUR, WHICH IS ABOUT 7 MI
 MN0209'(11.3 KM) WEST OF SIDNEY, TO THE MARK ON THE LEFT, 38.26 M (125.52 FT)
 MN0209'NORTH OF THE CENTERLINE OF THE HIGHWAY, 28.59 M (93.80 FT) WEST OF A
 MN0209'WITNESS POST FOR A FIBER OPTIC CABLE, 28.87 M (94.72 FT) SOUTHWEST OF
 MN0209'THE SOUTHWEST WING OF RAILROAD BRIDGE 413.77, 21.530 M (70.636 FT)
 MN0209'SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF TRACKS FOR THE UNION
 MN0209'PACIFIC RAILROAD, 0.32 M (1.05 FT) WEST OF A WITNESS POST AND IN THE
 MN0209'NW 1/4, SEC20, T14N, R50W.  REBAR WAS DRIVEN AT THE NORTH SIDE OF THE
 MN0209'MARK.  THE MARK PROJECTS 0.11 M (0.36 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0806 ***********************************************************************
 MJ0806  DESIGNATION -  B 79
 MJ0806  PID         -  MJ0806
 MJ0806  STATE/COUNTY-  NE/DOUGLAS
 MJ0806  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0806
 MJ0806                         *CURRENT SURVEY CONTROL
 MJ0806  ___________________________________________________________________
 MJ0806* NAD 83(1986)-  41 12 45.     (N)    095 58 07.     (W)     SCALED    
 MJ0806* NAVD 88     -       354.457  (meters)    1162.91   (feet)  ADJUSTED  
 MJ0806  ___________________________________________________________________
 MJ0806  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 MJ0806  DYNAMIC HT  -         354.309 (meters)    1162.43  (feet)  COMP
 MJ0806  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 MJ0806
 MJ0806  VERT ORDER  -  FIRST     CLASS II
 MJ0806
 MJ0806.The horizontal coordinates were scaled from a topographic map and have
 MJ0806.an estimated accuracy of +/- 6 seconds.
 MJ0806
 MJ0806.The orthometric height was determined by differential leveling
 MJ0806.and adjusted by the National Geodetic Survey in June 1991..
 MJ0806
 MJ0806.The geoid height was determined by GEOID03.
 MJ0806
 MJ0806.The dynamic height is computed by dividing the NAVD 88
 MJ0806.geopotential number by the normal gravity value computed on the
 MJ0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0806.degrees latitude (g = 980.6199 gals.).
 MJ0806
 MJ0806.The modeled gravity was interpolated from observed gravity values.
 MJ0806
 MJ0806;                    North         East    Units  Estimated Accuracy
 MJ0806;SPC NE       -   161,000.      837,860.      MT  (+/- 180 meters Scaled)
 MJ0806
 MJ0806                          SUPERSEDED SURVEY CONTROL
 MJ0806
 MJ0806  NGVD 29 (??/??/92)  354.336  (m)         1162.52   (f) ADJ UNCH    1 2
 MJ0806
 MJ0806.Superseded values are not recommended for survey control.
 MJ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0806.See file dsdata.txt to determine how the superseded data were derived.
 MJ0806
 MJ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF511665(NAD 83)
 MJ0806_MARKER: DB = BENCH MARK DISK
 MJ0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0806_STAMPING: B 79 1935
 MJ0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0806+STABILITY: SURFACE MOTION
 MJ0806
 MJ0806  HISTORY     - Date     Condition        Report By
 MJ0806  HISTORY     - 1935     MONUMENTED       CGS
 MJ0806  HISTORY     - 1950     GOOD             NGS
 MJ0806
 MJ0806                          STATION DESCRIPTION
 MJ0806
 MJ0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0806'AT OMAHA.
 MJ0806'AT SOUTH OMAHA, AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MJ0806'STATION, AT THE L STREET OVERPASS, 85 FEET NORTH OF THE NORTH
 MJ0806'EDGE OF THE OVERPASS, 56 FEET NORTH OF THE NORTHEAST CORNER OF
 MJ0806'THE RAILROAD STATION, 29 FEET WEST OF THE WEST RAIL OF THE MAIN
 MJ0806'TRACK, 3.7 FEET SOUTHEAST OF A TELEGRAPH POLE, SET IN THE TOP
 MJ0806'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0210 ***********************************************************************
 MM0210  DESIGNATION -  B 8
 MM0210  PID         -  MM0210
 MM0210  STATE/COUNTY-  NE/KEITH
 MM0210  USGS QUAD   -  PAXTON SW (1971)
 MM0210
 MM0210                         *CURRENT SURVEY CONTROL
 MM0210  ___________________________________________________________________
 MM0210* NAD 83(1986)-  41 07 26.     (N)    101 25 35.     (W)     SCALED    
 MM0210* NAVD 88     -       942.859  (meters)    3093.36   (feet)  POSTED    
 MM0210  ___________________________________________________________________
 MM0210  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 MM0210  DYNAMIC HT  -         942.270 (meters)    3091.43  (feet)  COMP
 MM0210  MODELED GRAV-     979,972.8   (mgal)                       NAVD 88
 MM0210
 MM0210  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MM0210
 MM0210.The horizontal coordinates were scaled from a topographic map and have
 MM0210.an estimated accuracy of +/- 6 seconds.
 MM0210
 MM0210.The orthometric height was determined by differential leveling
 MM0210.and adjusted by the National Geodetic Survey in 1992..
 MM0210.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MM0210.rate of 2.1 thru 3.0 mm/km.
 MM0210
 MM0210.The geoid height was determined by GEOID03.
 MM0210
 MM0210.The dynamic height is computed by dividing the NAVD 88
 MM0210.geopotential number by the normal gravity value computed on the
 MM0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0210.degrees latitude (g = 980.6199 gals.).
 MM0210
 MM0210.The modeled gravity was interpolated from observed gravity values.
 MM0210
 MM0210;                    North         East    Units  Estimated Accuracy
 MM0210;SPC NE       -   144,270.      380,260.      MT  (+/- 180 meters Scaled)
 MM0210
 MM0210                          SUPERSEDED SURVEY CONTROL
 MM0210
 MM0210  NGVD 29 (??/??/92)  942.462  (m)         3092.06   (f) ADJ UNCH    1 2
 MM0210
 MM0210.Superseded values are not recommended for survey control.
 MM0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0210.See file dsdata.txt to determine how the superseded data were derived.
 MM0210
 MM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL963553(NAD 83)
 MM0210_MARKER: DB = BENCH MARK DISK
 MM0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MM0210_SP_SET: CULVERT
 MM0210_STAMPING: 3092.061 B 8 1933
 MM0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0210
 MM0210  HISTORY     - Date     Condition        Report By
 MM0210  HISTORY     - 1933     MONUMENTED       CGS
 MM0210  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0210
 MM0210                          STATION DESCRIPTION
 MM0210
 MM0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0210'3.8 MI W FROM PAXTON.
 MM0210'ABOUT 3.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0210'PAXTON, KEITH COUNTY, ABOUT 16 POLES WEST OF MILEPOST 319, AT
 MM0210'DOUBLE 4-BY 4-FOOT CONCRETE CULVERT 319.32, IN THE TOP OF THE
 MM0210'EAST END OF THE NORTH CONCRETE HEAD WALL, 5.1 FEET NORTH OF THE
 MM0210'NORTH RAIL OF THE NORTH MAIN TRACK, AND 43 FEET SOUTH OF THE
 MM0210'NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 3092.061
 MM0210'B 8 1933.
 MM0210
 MM0210                          STATION RECOVERY (1986)
 MM0210
 MM0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0210'NOT RECOVERED.  INACCESSABLE AT THIS TIME DUE TO RAILROAD
 MM0210'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0370 ***********************************************************************
 LG0370  DESIGNATION -  B 80
 LG0370  PID         -  LG0370
 LG0370  STATE/COUNTY-  NE/LANCASTER
 LG0370  USGS QUAD   -  WAVERLY (1972)
 LG0370
 LG0370                         *CURRENT SURVEY CONTROL
 LG0370  ___________________________________________________________________
 LG0370* NAD 83(1986)-  40 54 19.     (N)    096 32 58.     (W)     SCALED    
 LG0370* NAVD 88     -       342.330  (meters)    1123.13   (feet)  ADJUSTED  
 LG0370  ___________________________________________________________________
 LG0370  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LG0370  DYNAMIC HT  -         342.188 (meters)    1122.66  (feet)  COMP
 LG0370  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 LG0370
 LG0370  VERT ORDER  -  SECOND    CLASS 0
 LG0370
 LG0370.The horizontal coordinates were scaled from a topographic map and have
 LG0370.an estimated accuracy of +/- 6 seconds.
 LG0370
 LG0370.The orthometric height was determined by differential leveling
 LG0370.and adjusted by the National Geodetic Survey in June 1991..
 LG0370
 LG0370.The geoid height was determined by GEOID03.
 LG0370
 LG0370.The dynamic height is computed by dividing the NAVD 88
 LG0370.geopotential number by the normal gravity value computed on the
 LG0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0370.degrees latitude (g = 980.6199 gals.).
 LG0370
 LG0370.The modeled gravity was interpolated from observed gravity values.
 LG0370
 LG0370;                    North         East    Units  Estimated Accuracy
 LG0370;SPC NE       -   124,810.      790,570.      MT  (+/- 180 meters Scaled)
 LG0370
 LG0370                          SUPERSEDED SURVEY CONTROL
 LG0370
 LG0370  NGVD 29 (??/??/92)  342.232  (m)         1122.81   (f) ADJ UNCH    2 0
 LG0370
 LG0370.Superseded values are not recommended for survey control.
 LG0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0370.See file dsdata.txt to determine how the superseded data were derived.
 LG0370
 LG0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL063311(NAD 83)
 LG0370_MARKER: DB = BENCH MARK DISK
 LG0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0370_STAMPING: B 80 1935
 LG0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0370+STABILITY: SURFACE MOTION
 LG0370
 LG0370  HISTORY     - Date     Condition        Report By
 LG0370  HISTORY     - 1935     MONUMENTED       CGS
 LG0370  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LG0370
 LG0370                          STATION DESCRIPTION
 LG0370
 LG0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0370'1.5 MI SW FROM WAVERLY.
 LG0370'1.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0370'RAILROAD FROM THE STATION AT WAVERLY, LANCASTER COUNTY, 73.7
 LG0370'FEET SOUTHEAST OF MILEPOST 49, 42.8 FEET SOUTHEAST OF THE SOUTHEAST
 LG0370'RAIL, AND 7.3 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 LG0370'B 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0370
 LG0370                          STATION RECOVERY (1984)
 LG0370
 LG0370'RECOVERY NOTE BY US POWER SQUADRON 1984
 LG0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0509 ***********************************************************************
 LG0509  DESIGNATION -  B 81
 LG0509  PID         -  LG0509
 LG0509  STATE/COUNTY-  NE/SEWARD
 LG0509  USGS QUAD   -  SEWARD (1964)
 LG0509
 LG0509                         *CURRENT SURVEY CONTROL
 LG0509  ___________________________________________________________________
 LG0509* NAD 83(1986)-  40 54 16.     (N)    097 06 22.     (W)     SCALED    
 LG0509* NAVD 88     -       438.556  (meters)    1438.83   (feet)  ADJUSTED  
 LG0509  ___________________________________________________________________
 LG0509  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0509  DYNAMIC HT  -         438.325 (meters)    1438.07  (feet)  COMP
 LG0509  MODELED GRAV-     980,085.6   (mgal)                       NAVD 88
 LG0509
 LG0509  VERT ORDER  -  SECOND    CLASS 0
 LG0509
 LG0509.The horizontal coordinates were scaled from a topographic map and have
 LG0509.an estimated accuracy of +/- 6 seconds.
 LG0509
 LG0509.The orthometric height was determined by differential leveling
 LG0509.and adjusted by the National Geodetic Survey in June 1991..
 LG0509.WARNING-Repeat measurements at this control monument indicate possible
 LG0509.vertical movement.
 LG0509
 LG0509.The geoid height was determined by GEOID03.
 LG0509
 LG0509.The dynamic height is computed by dividing the NAVD 88
 LG0509.geopotential number by the normal gravity value computed on the
 LG0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0509.degrees latitude (g = 980.6199 gals.).
 LG0509
 LG0509.The modeled gravity was interpolated from observed gravity values.
 LG0509
 LG0509;                    North         East    Units  Estimated Accuracy
 LG0509;SPC NE       -   123,000.      743,710.      MT  (+/- 180 meters Scaled)
 LG0509
 LG0509                          SUPERSEDED SURVEY CONTROL
 LG0509
 LG0509  NGVD 29 (??/??/92)  438.377  (m)         1438.24   (f) ADJ UNCH    2 0
 LG0509
 LG0509.Superseded values are not recommended for survey control.
 LG0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0509.See file dsdata.txt to determine how the superseded data were derived.
 LG0509
 LG0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL595298(NAD 83)
 LG0509_MARKER: DB = BENCH MARK DISK
 LG0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0509_STAMPING: B 81 1935
 LG0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0509+STABILITY: SURFACE MOTION
 LG0509
 LG0509  HISTORY     - Date     Condition        Report By
 LG0509  HISTORY     - 1935     MONUMENTED       CGS
 LG0509  HISTORY     - 1961     GOOD             NGS
 LG0509
 LG0509                          STATION DESCRIPTION
 LG0509
 LG0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0509'AT SEWARD.
 LG0509'0.4 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0509'FROM THE STATION AT SEWARD, SEWARD COUNTY, AT THE CROSSING OF
 LG0509'THE CHICAGO AND NORTH WESTERN RAILWAY, 61.4 FEET EAST OF THE
 LG0509'EAST RAIL OF THE C. AND N.W. RY., AND 34.8 FEET NORTH OF THE
 LG0509'NORTH RAIL OF THE C.B. AND Q.R.R.  A STANDARD DISK, STAMPED
 LG0509'B 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0973 ***********************************************************************
 MK0973  DESIGNATION -  B 82
 MK0973  PID         -  MK0973
 MK0973  STATE/COUNTY-  NE/SAUNDERS
 MK0973  USGS QUAD   -  LOMA (1969)
 MK0973
 MK0973                         *CURRENT SURVEY CONTROL
 MK0973  ___________________________________________________________________
 MK0973* NAD 83(1986)-  41 12 21.     (N)    096 53 56.     (W)     SCALED    
 MK0973* NAVD 88     -       478.986  (meters)    1571.47   (feet)  ADJUSTED  
 MK0973  ___________________________________________________________________
 MK0973  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 MK0973  DYNAMIC HT  -         478.754 (meters)    1570.71  (feet)  COMP
 MK0973  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 MK0973
 MK0973  VERT ORDER  -  SECOND    CLASS 0
 MK0973
 MK0973.The horizontal coordinates were scaled from a topographic map and have
 MK0973.an estimated accuracy of +/- 6 seconds.
 MK0973
 MK0973.The orthometric height was determined by differential leveling
 MK0973.and adjusted by the National Geodetic Survey in June 1991..
 MK0973
 MK0973.The geoid height was determined by GEOID03.
 MK0973
 MK0973.The dynamic height is computed by dividing the NAVD 88
 MK0973.geopotential number by the normal gravity value computed on the
 MK0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0973.degrees latitude (g = 980.6199 gals.).
 MK0973
 MK0973.The modeled gravity was interpolated from observed gravity values.
 MK0973
 MK0973;                    North         East    Units  Estimated Accuracy
 MK0973;SPC NE       -   157,050.      759,960.      MT  (+/- 180 meters Scaled)
 MK0973
 MK0973                          SUPERSEDED SURVEY CONTROL
 MK0973
 MK0973  NGVD 29 (??/??/92)  478.814  (m)         1570.91   (f) ADJ UNCH    2 0
 MK0973
 MK0973.Superseded values are not recommended for survey control.
 MK0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0973.See file dsdata.txt to determine how the superseded data were derived.
 MK0973
 MK0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL761637(NAD 83)
 MK0973_MARKER: DB = BENCH MARK DISK
 MK0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0973_STAMPING: B 82 1935
 MK0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0973+STABILITY: SURFACE MOTION
 MK0973
 MK0973  HISTORY     - Date     Condition        Report By
 MK0973  HISTORY     - 1935     MONUMENTED       CGS
 MK0973  HISTORY     - 1968     MARK NOT FOUND   NGS
 MK0973
 MK0973                          STATION DESCRIPTION
 MK0973
 MK0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0973'6.8 MI NE FROM BRAINARD.
 MK0973'6.8 MILES NORTHEAST OF BRAINARD BY HIGHWAY.  ALONG NEBRASKA STATE
 MK0973'HIGHWAY NUMBER 16 BETWEEN BRAINARD AND WAHOO, ON LONG HILL, 3.3
 MK0973'MILES WEST OF JUNCTION WITH STATE HIGHWAY NUMBER 79 WHERE 79
 MK0973'GOES SOUTH TO LINCOLN.  44.7 FEET WEST OF CORNER FENCE POST, 39.3
 MK0973'FEET SOUTH OF CENTER LINE OF HIGHWAY 16, AND 3.1 FEET NORTH OF
 MK0973'FENCE.
 MK0973
 MK0973                          STATION RECOVERY (1968)
 MK0973
 MK0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MK0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0488 ***********************************************************************
 LG0488  DESIGNATION -  B 83
 LG0488  PID         -  LG0488
 LG0488  STATE/COUNTY-  NE/SEWARD
 LG0488  USGS QUAD   -  BEAVER CROSSING (1966)
 LG0488
 LG0488                         *CURRENT SURVEY CONTROL
 LG0488  ___________________________________________________________________
 LG0488* NAD 83(1986)-  40 46 15.     (N)    097 17 45.     (W)     SCALED    
 LG0488* NAVD 88     -       447.534  (meters)    1468.28   (feet)  ADJUSTED  
 LG0488  ___________________________________________________________________
 LG0488  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 LG0488  DYNAMIC HT  -         447.290 (meters)    1467.48  (feet)  COMP
 LG0488  MODELED GRAV-     980,067.2   (mgal)                       NAVD 88
 LG0488
 LG0488  VERT ORDER  -  SECOND    CLASS 0
 LG0488
 LG0488.The horizontal coordinates were scaled from a topographic map and have
 LG0488.an estimated accuracy of +/- 6 seconds.
 LG0488
 LG0488.The orthometric height was determined by differential leveling
 LG0488.and adjusted by the National Geodetic Survey in June 1991..
 LG0488.WARNING-Repeat measurements at this control monument indicate possible
 LG0488.vertical movement.
 LG0488
 LG0488.The geoid height was determined by GEOID03.
 LG0488
 LG0488.The dynamic height is computed by dividing the NAVD 88
 LG0488.geopotential number by the normal gravity value computed on the
 LG0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0488.degrees latitude (g = 980.6199 gals.).
 LG0488
 LG0488.The modeled gravity was interpolated from observed gravity values.
 LG0488
 LG0488;                    North         East    Units  Estimated Accuracy
 LG0488;SPC NE       -   107,660.      728,210.      MT  (+/- 180 meters Scaled)
 LG0488
 LG0488                          SUPERSEDED SURVEY CONTROL
 LG0488
 LG0488  NGVD 29 (??/??/92)  447.360  (m)         1467.71   (f) ADJ UNCH    2 0
 LG0488
 LG0488.Superseded values are not recommended for survey control.
 LG0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0488.See file dsdata.txt to determine how the superseded data were derived.
 LG0488
 LG0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL438147(NAD 83)
 LG0488_MARKER: DB = BENCH MARK DISK
 LG0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0488_STAMPING: B 83 1935
 LG0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0488+STABILITY: SURFACE MOTION
 LG0488
 LG0488  HISTORY     - Date     Condition        Report By
 LG0488  HISTORY     - 1935     MONUMENTED       CGS
 LG0488  HISTORY     - 1938     GOOD             NGS
 LG0488
 LG0488                          STATION DESCRIPTION
 LG0488
 LG0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0488'0.7 MI SW FROM BEAVER CROSSING.
 LG0488'0.7 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0488'FROM THE STATION AT BEAVER CROSSING, SEWARD COUNTY, 500 FEET
 LG0488'SOUTH OF THE BRIDGE OVER BLUE RIVER, 210 FEET NORTHEAST OF
 LG0488'BRIDGE C 84, AT A GRAVEL-ROAD CROSSING, 64.7 FEET SOUTHEAST OF
 LG0488'THE CENTER OF THE CROSSING, 49.2 FEET EAST OF THE EAST RAIL,
 LG0488'AND 8.2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED B 83
 LG0488'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0488
 LG0488                          STATION RECOVERY (1938)
 LG0488
 LG0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 LG0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0043 ***********************************************************************
 ML0043  DESIGNATION -  B 84
 ML0043  PID         -  ML0043
 ML0043  STATE/COUNTY-  NE/BOONE
 ML0043  USGS QUAD   -  ALBION WEST (1985)
 ML0043
 ML0043                         *CURRENT SURVEY CONTROL
 ML0043  ___________________________________________________________________
 ML0043* NAD 83(1986)-  41 42 20.     (N)    098 01 01.     (W)     SCALED    
 ML0043* NAVD 88     -       536.325  (meters)    1759.59   (feet)  ADJUSTED  
 ML0043  ___________________________________________________________________
 ML0043  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 ML0043  DYNAMIC HT  -         536.089 (meters)    1758.82  (feet)  COMP
 ML0043  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 ML0043
 ML0043  VERT ORDER  -  SECOND    CLASS 0
 ML0043
 ML0043.The horizontal coordinates were scaled from a topographic map and have
 ML0043.an estimated accuracy of +/- 6 seconds.
 ML0043
 ML0043.The orthometric height was determined by differential leveling
 ML0043.and adjusted by the National Geodetic Survey in June 1991..
 ML0043
 ML0043.The geoid height was determined by GEOID03.
 ML0043
 ML0043.The dynamic height is computed by dividing the NAVD 88
 ML0043.geopotential number by the normal gravity value computed on the
 ML0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0043.degrees latitude (g = 980.6199 gals.).
 ML0043
 ML0043.The modeled gravity was interpolated from observed gravity values.
 ML0043
 ML0043;                    North         East    Units  Estimated Accuracy
 ML0043;SPC NE       -   209,760.      664,980.      MT  (+/- 180 meters Scaled)
 ML0043
 ML0043                          SUPERSEDED SURVEY CONTROL
 ML0043
 ML0043  NGVD 29 (??/??/92)  536.111  (m)         1758.89   (f) ADJ UNCH    2 0
 ML0043
 ML0043.Superseded values are not recommended for survey control.
 ML0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0043.See file dsdata.txt to determine how the superseded data were derived.
 ML0043
 ML0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM817175(NAD 83)
 ML0043_MARKER: DB = BENCH MARK DISK
 ML0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0043_STAMPING: B 84 1935
 ML0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0043+STABILITY: SURFACE MOTION
 ML0043
 ML0043  HISTORY     - Date     Condition        Report By
 ML0043  HISTORY     - 1935     MONUMENTED       CGS
 ML0043  HISTORY     - 1939     GOOD             NGS
 ML0043
 ML0043                          STATION DESCRIPTION
 ML0043
 ML0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0043'1.4 MI N FROM ALBION.
 ML0043'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 ML0043'THE STATION AT ALBION, BOONE COUNTY, 0.3 MILE SOUTH OF THE C.H.
 ML0043'BROW FARMHOUSE, AT A DIM-ROAD CROSSING, 48.6 FEET WEST OF THE
 ML0043'WEST RAIL, 13 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 ML0043'2.5 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED B 84 1935 AND
 ML0043'SET IN THE TOP OF A CONCRETE POST.
 ML0043
 ML0043                          STATION RECOVERY (1939)
 ML0043
 ML0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 ML0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1644 ***********************************************************************
 MK1644  DESIGNATION -  B 85
 MK1644  PID         -  MK1644
 MK1644  STATE/COUNTY-  NE/BOONE
 MK1644  USGS QUAD   -  ALBION EAST (1985)
 MK1644
 MK1644                         *CURRENT SURVEY CONTROL
 MK1644  ___________________________________________________________________
 MK1644* NAD 83(1986)-  41 38 55.     (N)    097 56 32.     (W)     SCALED    
 MK1644* NAVD 88     -       525.729  (meters)    1724.83   (feet)  ADJUSTED  
 MK1644  ___________________________________________________________________
 MK1644  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 MK1644  DYNAMIC HT  -         525.500 (meters)    1724.08  (feet)  COMP
 MK1644  MODELED GRAV-     980,170.3   (mgal)                       NAVD 88
 MK1644
 MK1644  VERT ORDER  -  SECOND    CLASS 0
 MK1644
 MK1644.The horizontal coordinates were scaled from a topographic map and have
 MK1644.an estimated accuracy of +/- 6 seconds.
 MK1644
 MK1644.The orthometric height was determined by differential leveling
 MK1644.and adjusted by the National Geodetic Survey in June 1991..
 MK1644
 MK1644.The geoid height was determined by GEOID03.
 MK1644
 MK1644.The dynamic height is computed by dividing the NAVD 88
 MK1644.geopotential number by the normal gravity value computed on the
 MK1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1644.degrees latitude (g = 980.6199 gals.).
 MK1644
 MK1644.The modeled gravity was interpolated from observed gravity values.
 MK1644
 MK1644;                    North         East    Units  Estimated Accuracy
 MK1644;SPC NE       -   203,580.      671,350.      MT  (+/- 180 meters Scaled)
 MK1644
 MK1644                          SUPERSEDED SURVEY CONTROL
 MK1644
 MK1644  NGVD 29 (??/??/92)  525.520  (m)         1724.14   (f) ADJ UNCH    2 0
 MK1644
 MK1644.Superseded values are not recommended for survey control.
 MK1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1644.See file dsdata.txt to determine how the superseded data were derived.
 MK1644
 MK1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM880113(NAD 83)
 MK1644_MARKER: DB = BENCH MARK DISK
 MK1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1644_STAMPING: B 85 1935
 MK1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1644+STABILITY: SURFACE MOTION
 MK1644
 MK1644  HISTORY     - Date     Condition        Report By
 MK1644  HISTORY     - 1935     MONUMENTED       CGS
 MK1644  HISTORY     - 1950     GOOD             NGS
 MK1644
 MK1644                          STATION DESCRIPTION
 MK1644
 MK1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1644'2.3 MI NW FROM BOONE.
 MK1644'2.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1644'STATION AT BOONE, AT A PRIVATE ROAD CROSSING, 146 FEET SOUTH OF THE
 MK1644'2ND POLE SOUTHEAST OF MILEPOST 29.5, 241 FEET SOUTHEAST OF THE
 MK1644'CENTER OF A GATE, 84 FEET WEST OF THE 3RD POLE SOUTHEAST OF
 MK1644'MILEPOST 29.5, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.2 FEET
 MK1644'NORTHEAST OF A FENCE, 1.4 FEET NORTHWEST OF A WITNESS POST, SET
 MK1644'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0063 ***********************************************************************
 ML0063  DESIGNATION -  B 86
 ML0063  PID         -  ML0063
 ML0063  STATE/COUNTY-  NE/BOONE
 ML0063  USGS QUAD   -  CEDAR RAPIDS (1985)
 ML0063
 ML0063                         *CURRENT SURVEY CONTROL
 ML0063  ___________________________________________________________________
 ML0063* NAD 83(1986)-  41 35 30.     (N)    098 11 42.     (W)     SCALED    
 ML0063* NAVD 88     -       547.391  (meters)    1795.90   (feet)  ADJUSTED  
 ML0063  ___________________________________________________________________
 ML0063  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 ML0063  DYNAMIC HT  -         547.136 (meters)    1795.06  (feet)  COMP
 ML0063  MODELED GRAV-     980,139.0   (mgal)                       NAVD 88
 ML0063
 ML0063  VERT ORDER  -  SECOND    CLASS 0
 ML0063
 ML0063.The horizontal coordinates were scaled from a topographic map and have
 ML0063.an estimated accuracy of +/- 6 seconds.
 ML0063
 ML0063.The orthometric height was determined by differential leveling
 ML0063.and adjusted by the National Geodetic Survey in June 1991..
 ML0063
 ML0063.The geoid height was determined by GEOID03.
 ML0063
 ML0063.The dynamic height is computed by dividing the NAVD 88
 ML0063.geopotential number by the normal gravity value computed on the
 ML0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0063.degrees latitude (g = 980.6199 gals.).
 ML0063
 ML0063.The modeled gravity was interpolated from observed gravity values.
 ML0063
 ML0063;                    North         East    Units  Estimated Accuracy
 ML0063;SPC NE       -   196,790.      650,440.      MT  (+/- 180 meters Scaled)
 ML0063
 ML0063                          SUPERSEDED SURVEY CONTROL
 ML0063
 ML0063  NGVD 29 (??/??/92)  547.161  (m)         1795.14   (f) ADJ UNCH    2 0
 ML0063
 ML0063.Superseded values are not recommended for survey control.
 ML0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0063.See file dsdata.txt to determine how the superseded data were derived.
 ML0063
 ML0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM670047(NAD 83)
 ML0063_MARKER: DB = BENCH MARK DISK
 ML0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0063_STAMPING: B 86 1935
 ML0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0063+STABILITY: SURFACE MOTION
 ML0063
 ML0063  HISTORY     - Date     Condition        Report By
 ML0063  HISTORY     - 1935     MONUMENTED       CGS
 ML0063  HISTORY     - 1951     POOR             USGS
 ML0063
 ML0063                          STATION DESCRIPTION
 ML0063
 ML0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0063'3.1 MI SE FROM PRIMROSE.
 ML0063'3.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0063'STATION AT PRIMROSE, BOONE COUNTY, 55.7 FEET NORTHEAST OF BRIDGE
 ML0063'33.51, AT A ROAD CROSSING, 49.4 FEET NORTHEAST OF THE CENTER OF
 ML0063'THE CROSSING, 43.6 FEET EAST OF THE EAST RAIL, AND 5.2 FEET WEST
 ML0063'OF THE FENCE.  A STANDARD DISK, STAMPED B 86 1935 AND SET IN THE
 ML0063'TOP OF A CONCRETE POST.  NOTE-- MARK IS LOOSE AS IF IT WAS BROKEN
 ML0063'OFF ABOUT 1 FT. UNDER THE GROUND.
 ML0063
 ML0063                          STATION RECOVERY (1951)
 ML0063
 ML0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 ML0063'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1239 ***********************************************************************
 MK1239  DESIGNATION -  B 87
 MK1239  PID         -  MK1239
 MK1239  STATE/COUNTY-  NE/PLATTE
 MK1239  USGS QUAD   -  DUNCAN (1976)
 MK1239
 MK1239                         *CURRENT SURVEY CONTROL
 MK1239  ___________________________________________________________________
 MK1239* NAD 83(1986)-  41 28 04.     (N)    097 27 52.     (W)     SCALED    
 MK1239* NAVD 88     -       450.717  (meters)    1478.73   (feet)  ADJUSTED  
 MK1239  ___________________________________________________________________
 MK1239  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 MK1239  DYNAMIC HT  -         450.520 (meters)    1478.08  (feet)  COMP
 MK1239  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 MK1239
 MK1239  VERT ORDER  -  SECOND    CLASS 0
 MK1239
 MK1239.The horizontal coordinates were scaled from a topographic map and have
 MK1239.an estimated accuracy of +/- 6 seconds.
 MK1239
 MK1239.The orthometric height was determined by differential leveling
 MK1239.and adjusted by the National Geodetic Survey in June 1991..
 MK1239
 MK1239.The geoid height was determined by GEOID03.
 MK1239
 MK1239.The dynamic height is computed by dividing the NAVD 88
 MK1239.geopotential number by the normal gravity value computed on the
 MK1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1239.degrees latitude (g = 980.6199 gals.).
 MK1239
 MK1239.The modeled gravity was interpolated from observed gravity values.
 MK1239
 MK1239;                    North         East    Units  Estimated Accuracy
 MK1239;SPC NE       -   184,570.      711,710.      MT  (+/- 180 meters Scaled)
 MK1239
 MK1239                          SUPERSEDED SURVEY CONTROL
 MK1239
 MK1239  NGVD 29 (??/??/92)  450.537  (m)         1478.14   (f) ADJ UNCH    2 0
 MK1239
 MK1239.Superseded values are not recommended for survey control.
 MK1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1239.See file dsdata.txt to determine how the superseded data were derived.
 MK1239
 MK1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL282918(NAD 83)
 MK1239_MARKER: DB = BENCH MARK DISK
 MK1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1239_STAMPING: B-87-1935
 MK1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1239+STABILITY: SURFACE MOTION
 MK1239
 MK1239  HISTORY     - Date     Condition        Report By
 MK1239  HISTORY     - 1935     MONUMENTED       CGS
 MK1239  HISTORY     - 1957     MARK NOT FOUND   NGS
 MK1239
 MK1239                          STATION DESCRIPTION
 MK1239
 MK1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1239'2.9 MI E FROM OCONEE.
 MK1239'ALONG THE UNION PACIFIC RAILWAY BETWEEN COLUMBUS AND HUMPHREY,
 MK1239'0.4 MILES WEST OF MILE POST NO. 6, 63.2 FEET NORTHEAST OF
 MK1239'CROSSING, 45.6 FEET NORTH OF THE NORTH RAIL, 5.7 FEET SOUTH OF
 MK1239'FENCE.
 MK1239
 MK1239                          STATION RECOVERY (1957)
 MK1239
 MK1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1071 ***********************************************************************
 LF1071  DESIGNATION -  B 88
 LF1071  PID         -  LF1071
 LF1071  STATE/COUNTY-  NE/CASS
 LF1071  USGS QUAD   -  NEHAWKA (1966)
 LF1071
 LF1071                         *CURRENT SURVEY CONTROL
 LF1071  ___________________________________________________________________
 LF1071* NAD 83(1986)-  40 48 54.     (N)    095 55 30.     (W)     SCALED    
 LF1071* NAVD 88     -       294.311  (meters)     965.59   (feet)  ADJUSTED  
 LF1071  ___________________________________________________________________
 LF1071  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 LF1071  DYNAMIC HT  -         294.172 (meters)     965.13  (feet)  COMP
 LF1071  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 LF1071
 LF1071  VERT ORDER  -  SECOND    CLASS 0
 LF1071
 LF1071.The horizontal coordinates were scaled from a topographic map and have
 LF1071.an estimated accuracy of +/- 6 seconds.
 LF1071
 LF1071.The orthometric height was determined by differential leveling
 LF1071.and adjusted by the National Geodetic Survey in June 1991..
 LF1071
 LF1071.The geoid height was determined by GEOID03.
 LF1071
 LF1071.The dynamic height is computed by dividing the NAVD 88
 LF1071.geopotential number by the normal gravity value computed on the
 LF1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1071.degrees latitude (g = 980.6199 gals.).
 LF1071
 LF1071.The modeled gravity was interpolated from observed gravity values.
 LF1071
 LF1071;                    North         East    Units  Estimated Accuracy
 LF1071;SPC NE       -   117,090.      843,590.      MT  (+/- 180 meters Scaled)
 LF1071
 LF1071                          SUPERSEDED SURVEY CONTROL
 LF1071
 LF1071  NGVD 29 (??/??/92)  294.214  (m)          965.27   (f) ADJ UNCH    2 0
 LF1071
 LF1071.Superseded values are not recommended for survey control.
 LF1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1071.See file dsdata.txt to determine how the superseded data were derived.
 LF1071
 LF1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF533223(NAD 83)
 LF1071_MARKER: DB = BENCH MARK DISK
 LF1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1071_STAMPING: B 88 1935
 LF1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1071+STABILITY: SURFACE MOTION
 LF1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1071+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 LF1071
 LF1071  HISTORY     - Date     Condition        Report By
 LF1071  HISTORY     - 1935     MONUMENTED       CGS
 LF1071  HISTORY     - 1947     GOOD             NGS
 LF1071  HISTORY     - 1977     GOOD             LOCSUR
 LF1071  HISTORY     - 20060215 GOOD             NEDR
 LF1071
 LF1071                          STATION DESCRIPTION
 LF1071
 LF1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF1071'0.3 MI N FROM UNION.
 LF1071'0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 LF1071'STATION AT UNION, 229.0 FEET SOUTH OF MILEPOST 477-30, 47.0 FEET
 LF1071'NORTHEAST OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE
 LF1071'CULVERT, 30.0 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE
 LF1071'TRACK, 20.0 FEET EAST OF A RAILWAY SWITCH, 2.0 FEET WEST OF A
 LF1071'FENCE, 1.0 FOOT SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 LF1071'CONCRETE POST AND PROJECTS 4 INCHES ABOVE THE GROUND.
 LF1071
 LF1071                          STATION RECOVERY (1977)
 LF1071
 LF1071'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1071'RECOVERED IN GOOD CONDITION.
 LF1071
 LF1071                          STATION RECOVERY (2006)
 LF1071
 LF1071'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0200 ***********************************************************************
 MN0200  DESIGNATION -  B 9
 MN0200  PID         -  MN0200
 MN0200  STATE/COUNTY-  NE/CHEYENNE
 MN0200  USGS QUAD   -  LORENZO (1972)
 MN0200
 MN0200                         *CURRENT SURVEY CONTROL
 MN0200  ___________________________________________________________________
 MN0200* NAD 83(1986)-  41 02 51.     (N)    103 04 06.     (W)     SCALED    
 MN0200* NAVD 88     -      1338.807  (meters)    4392.40   (feet)  ADJUSTED  
 MN0200  ___________________________________________________________________
 MN0200  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 MN0200  DYNAMIC HT  -        1337.846 (meters)    4389.25  (feet)  COMP
 MN0200  MODELED GRAV-     979,859.6   (mgal)                       NAVD 88
 MN0200
 MN0200  VERT ORDER  -  FIRST     CLASS II
 MN0200
 MN0200.The horizontal coordinates were scaled from a topographic map and have
 MN0200.an estimated accuracy of +/- 6 seconds.
 MN0200
 MN0200.The orthometric height was determined by differential leveling
 MN0200.and adjusted by the National Geodetic Survey in June 1991..
 MN0200
 MN0200.The geoid height was determined by GEOID03.
 MN0200
 MN0200.The dynamic height is computed by dividing the NAVD 88
 MN0200.geopotential number by the normal gravity value computed on the
 MN0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0200.degrees latitude (g = 980.6199 gals.).
 MN0200
 MN0200.The modeled gravity was interpolated from observed gravity values.
 MN0200
 MN0200;                    North         East    Units  Estimated Accuracy
 MN0200;SPC NE       -   139,380.      242,170.      MT  (+/- 180 meters Scaled)
 MN0200
 MN0200                          SUPERSEDED SURVEY CONTROL
 MN0200
 MN0200  NGVD 29 (??/??/92) 1338.174  (m)         4390.33   (f) ADJ UNCH    1 2
 MN0200
 MN0200.Superseded values are not recommended for survey control.
 MN0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0200.See file dsdata.txt to determine how the superseded data were derived.
 MN0200
 MN0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF623458(NAD 83)
 MN0200_MARKER: DB = BENCH MARK DISK
 MN0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0200_STAMPING: 4390.526 B 9 1933
 MN0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0200+STABILITY: SURFACE MOTION
 MN0200
 MN0200  HISTORY     - Date     Condition        Report By
 MN0200  HISTORY     - 1933     MONUMENTED       CGS
 MN0200  HISTORY     - 1958     GOOD             NGS
 MN0200  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MN0200
 MN0200                          STATION DESCRIPTION
 MN0200
 MN0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MN0200'AT LORENZO.
 MN0200'AT LORENZO, CHEYENNE COUNTY, ON THE CHICAGO, BURLINGTON AND
 MN0200'QUINCY RAILROAD, 8-1/2 POLES NORTH OF MILEPOST 84, 167 FEET NORTH
 MN0200'OF THE CENTERLINE OF STATE HIGHWAY 19, 38 FEET SOUTHWEST OF THE
 MN0200'FOUNDATION OF THE ABANDONED DEPOT, AND 19 FEET EAST OF THE
 MN0200'EAST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 4390.326
 MN0200'B 9 1933 AND SET IN THE TOP OF A CONCRETE POST.
 MN0200
 MN0200                          STATION RECOVERY (1984)
 MN0200
 MN0200'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MN0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0481 ***********************************************************************
 MK0481  DESIGNATION -  B LE 1 M
 MK0481  PID         -  MK0481
 MK0481  STATE/COUNTY-  NE/WASHINGTON
 MK0481  USGS QUAD   -  ARLINGTON (1968)
 MK0481
 MK0481                         *CURRENT SURVEY CONTROL
 MK0481  ___________________________________________________________________
 MK0481* NAD 83(1986)-  41 29 19.     (N)    096 18 07.     (W)     SCALED    
 MK0481* NAVD 88     -       388.170  (meters)    1273.52   (feet)  ADJUSTED  
 MK0481  ___________________________________________________________________
 MK0481  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MK0481  DYNAMIC HT  -         387.990 (meters)    1272.93  (feet)  COMP
 MK0481  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 MK0481
 MK0481  VERT ORDER  -  SECOND    CLASS 0
 MK0481
 MK0481.The horizontal coordinates were scaled from a topographic map and have
 MK0481.an estimated accuracy of +/- 6 seconds.
 MK0481
 MK0481.The orthometric height was determined by differential leveling
 MK0481.and adjusted by the National Geodetic Survey in June 1991..
 MK0481
 MK0481.The geoid height was determined by GEOID03.
 MK0481
 MK0481.The dynamic height is computed by dividing the NAVD 88
 MK0481.geopotential number by the normal gravity value computed on the
 MK0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0481.degrees latitude (g = 980.6199 gals.).
 MK0481
 MK0481.The modeled gravity was interpolated from observed gravity values.
 MK0481
 MK0481;                    North         East    Units  Estimated Accuracy
 MK0481;SPC NE       -   190,380.      808,630.      MT  (+/- 180 meters Scaled)
 MK0481
 MK0481                          SUPERSEDED SURVEY CONTROL
 MK0481
 MK0481  NGVD 29 (??/??/92)  388.022  (m)         1273.04   (f) ADJ UNCH    2 0
 MK0481
 MK0481.Superseded values are not recommended for survey control.
 MK0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0481.See file dsdata.txt to determine how the superseded data were derived.
 MK0481
 MK0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL252965(NAD 83)
 MK0481_MARKER: DB = BENCH MARK DISK
 MK0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0481_SP_SET: FLOOR OF LAUNCHER
 MK0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0481
 MK0481  HISTORY     - Date     Condition        Report By
 MK0481  HISTORY     - UNK      MONUMENTED       CGS
 MK0481  HISTORY     - 1960     GOOD             NGS
 MK0481
 MK0481                          STATION DESCRIPTION
 MK0481
 MK0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0481'4 MI NE FROM ARLINGTON.
 MK0481'THE STATION IS LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE B,
 MK0481'(SQUADRON 566-B).  THE MARK IS A FLAT TOPPED, UNSTAMPED, BRONZE
 MK0481'DISK CEMENTED IN A DRILLHOLE IN THE FLOOR OF LAUNCHER NO. 1.
 MK0481'IT IS THE CENTER ONE OF THREE MARKS SET ON THE CENTER LINE OF
 MK0481'THE BUILDING, 18.7 FEET SOUTH OF THE NORTH WALL OF THE LAUNCHER
 MK0481'AND 11 FEET EAST OF THE EAST EDGE OF THE FIRING PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0474 ***********************************************************************
 MK0474  DESIGNATION -  B LE 1 NE PLATE
 MK0474  PID         -  MK0474
 MK0474  STATE/COUNTY-  NE/WASHINGTON
 MK0474  USGS QUAD   -  ARLINGTON (1968)
 MK0474
 MK0474                         *CURRENT SURVEY CONTROL
 MK0474  ___________________________________________________________________
 MK0474* NAD 83(1986)-  41 29 22.     (N)    096 18 09.     (W)     SCALED    
 MK0474* NAVD 88     -       388.188  (meters)    1273.58   (feet)  ADJUSTED  
 MK0474  ___________________________________________________________________
 MK0474  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MK0474  DYNAMIC HT  -         388.008 (meters)    1272.99  (feet)  COMP
 MK0474  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 MK0474
 MK0474  VERT ORDER  -  SECOND    CLASS 0
 MK0474
 MK0474.The horizontal coordinates were scaled from a topographic map and have
 MK0474.an estimated accuracy of +/- 6 seconds.
 MK0474
 MK0474.The orthometric height was determined by differential leveling
 MK0474.and adjusted by the National Geodetic Survey in June 1991..
 MK0474
 MK0474.The geoid height was determined by GEOID03.
 MK0474
 MK0474.The dynamic height is computed by dividing the NAVD 88
 MK0474.geopotential number by the normal gravity value computed on the
 MK0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0474.degrees latitude (g = 980.6199 gals.).
 MK0474
 MK0474.The modeled gravity was interpolated from observed gravity values.
 MK0474
 MK0474;                    North         East    Units  Estimated Accuracy
 MK0474;SPC NE       -   190,470.      808,580.      MT  (+/- 180 meters Scaled)
 MK0474
 MK0474                          SUPERSEDED SURVEY CONTROL
 MK0474
 MK0474  NGVD 29 (??/??/92)  388.040  (m)         1273.09   (f) ADJ UNCH    2 0
 MK0474
 MK0474.Superseded values are not recommended for survey control.
 MK0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0474.See file dsdata.txt to determine how the superseded data were derived.
 MK0474
 MK0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL251966(NAD 83)
 MK0474_MARKER: Z = SEE DESCRIPTION
 MK0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0474_SP_SET: FIRING PIT
 MK0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0474
 MK0474  HISTORY     - Date     Condition        Report By
 MK0474  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0474  HISTORY     - 1960     GOOD             NGS
 MK0474
 MK0474                          STATION DESCRIPTION
 MK0474
 MK0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0474'4 MI NE FROM ARLINGTON.
 MK0474'4 MILES NORTHEAST CONVAIR ASTRONAUTICS.  THE STATION IS LOCATED
 MK0474'AT OFFUTT AIR FORCE BASE, MISSILE SITE B, (SQUADRON 566-B).
 MK0474'THE MARKS ARE 1 FOOT SQUARE METAL PLATES ON WHICH THE MISSILE
 MK0474'IS MOUNTED AND IS AT THE SOUTHEAST AND THE NORTHEAST EDGE OF THE
 MK0474'FIRING PIT OF LAUNCHER NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0473 ***********************************************************************
 MK0473  DESIGNATION -  B LE 1 SE PLATE
 MK0473  PID         -  MK0473
 MK0473  STATE/COUNTY-  NE/WASHINGTON
 MK0473  USGS QUAD   -  ARLINGTON (1968)
 MK0473
 MK0473                         *CURRENT SURVEY CONTROL
 MK0473  ___________________________________________________________________
 MK0473* NAD 83(1986)-  41 29 21.     (N)    096 18 07.     (W)     SCALED    
 MK0473* NAVD 88     -       388.190  (meters)    1273.59   (feet)  ADJUSTED  
 MK0473  ___________________________________________________________________
 MK0473  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MK0473  DYNAMIC HT  -         388.011 (meters)    1273.00  (feet)  COMP
 MK0473  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 MK0473
 MK0473  VERT ORDER  -  SECOND    CLASS 0
 MK0473
 MK0473.The horizontal coordinates were scaled from a topographic map and have
 MK0473.an estimated accuracy of +/- 6 seconds.
 MK0473
 MK0473.The orthometric height was determined by differential leveling
 MK0473.and adjusted by the National Geodetic Survey in June 1991..
 MK0473
 MK0473.The geoid height was determined by GEOID03.
 MK0473
 MK0473.The dynamic height is computed by dividing the NAVD 88
 MK0473.geopotential number by the normal gravity value computed on the
 MK0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0473.degrees latitude (g = 980.6199 gals.).
 MK0473
 MK0473.The modeled gravity was interpolated from observed gravity values.
 MK0473
 MK0473;                    North         East    Units  Estimated Accuracy
 MK0473;SPC NE       -   190,440.      808,630.      MT  (+/- 180 meters Scaled)
 MK0473
 MK0473                          SUPERSEDED SURVEY CONTROL
 MK0473
 MK0473  NGVD 29 (??/??/92)  388.043  (m)         1273.10   (f) ADJ UNCH    2 0
 MK0473
 MK0473.Superseded values are not recommended for survey control.
 MK0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0473.See file dsdata.txt to determine how the superseded data were derived.
 MK0473
 MK0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL252965(NAD 83)
 MK0473_MARKER: Z = SEE DESCRIPTION
 MK0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0473_SP_SET: FIRING PIT
 MK0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0473
 MK0473  HISTORY     - Date     Condition        Report By
 MK0473  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0473  HISTORY     - 1960     GOOD             NGS
 MK0473
 MK0473                          STATION DESCRIPTION
 MK0473
 MK0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0473'4 MI NE FROM ARLINGTON.
 MK0473'4 MILES NORTHEAST CONVAIR ASTRONAUTICS.  THE STATION IS LOCATED
 MK0473'AT OFFUTT AIR FORCE BASE, MISSILE SITE B, (SQUADRON 566-B).  THE
 MK0473'MARKS ARE 1 FOOT SQUARE METAL PLATES ON WHICH THE MISSILE
 MK0473'IS MOUNTED AND IS AT THE SOUTHEAST AND THE NORTHEAST EDGE OF THE
 MK0473'FIRING PIT OF LAUNCHER NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0479 ***********************************************************************
 MK0479  DESIGNATION -  B LE 2 E
 MK0479  PID         -  MK0479
 MK0479  STATE/COUNTY-  NE/WASHINGTON
 MK0479  USGS QUAD   -  ARLINGTON (1968)
 MK0479
 MK0479                         *CURRENT SURVEY CONTROL
 MK0479  ___________________________________________________________________
 MK0479* NAD 83(1986)-  41 29 24.     (N)    096 17 54.     (W)     SCALED    
 MK0479* NAVD 88     -       380.903  (meters)    1249.68   (feet)  ADJUSTED  
 MK0479  ___________________________________________________________________
 MK0479  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 MK0479  DYNAMIC HT  -         380.727 (meters)    1249.10  (feet)  COMP
 MK0479  MODELED GRAV-     980,149.7   (mgal)                       NAVD 88
 MK0479
 MK0479  VERT ORDER  -  SECOND    CLASS 0
 MK0479
 MK0479.The horizontal coordinates were scaled from a topographic map and have
 MK0479.an estimated accuracy of +/- 6 seconds.
 MK0479
 MK0479.The orthometric height was determined by differential leveling
 MK0479.and adjusted by the National Geodetic Survey in June 1991..
 MK0479
 MK0479.The geoid height was determined by GEOID03.
 MK0479
 MK0479.The dynamic height is computed by dividing the NAVD 88
 MK0479.geopotential number by the normal gravity value computed on the
 MK0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0479.degrees latitude (g = 980.6199 gals.).
 MK0479
 MK0479.The modeled gravity was interpolated from observed gravity values.
 MK0479
 MK0479;                    North         East    Units  Estimated Accuracy
 MK0479;SPC NE       -   190,550.      808,920.      MT  (+/- 180 meters Scaled)
 MK0479
 MK0479                          SUPERSEDED SURVEY CONTROL
 MK0479
 MK0479  NGVD 29 (??/??/92)  380.756  (m)         1249.20   (f) ADJ UNCH    2 0
 MK0479
 MK0479.Superseded values are not recommended for survey control.
 MK0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0479.See file dsdata.txt to determine how the superseded data were derived.
 MK0479
 MK0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL255966(NAD 83)
 MK0479_MARKER: DB = BENCH MARK DISK
 MK0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0479_SP_SET: FLOOR OF LAUNCHER
 MK0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0479
 MK0479  HISTORY     - Date     Condition        Report By
 MK0479  HISTORY     - UNK      MONUMENTED       CGS
 MK0479  HISTORY     - 1960     GOOD             NGS
 MK0479
 MK0479                          STATION DESCRIPTION
 MK0479
 MK0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0479'4 MI NE FROM ARLINGTON.
 MK0479'THE STATION IS LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE
 MK0479'B, (SQUADRON 566-B).  THE MARK IS A FLAT TOPPED, UNSTAMPED,
 MK0479'BRONZE DISK CEMENTED IN A DRILLHOLE IN THE FLOOR OF LAUNCHER
 MK0479'NO. 2.  IT IS THE EAST ONE OF THREE MARKS SET ON THE CENTER
 MK0479'LINE OF THE BUILDING, 12.7 FEET SOUTH OF THE NORTH WALL OF THE
 MK0479'LAUNCHER AND 8.1 FEET WEST OF THE CENTER OF THE EAST DOOR
 MK0479'OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0480 ***********************************************************************
 MK0480  DESIGNATION -  B LE 2 M
 MK0480  PID         -  MK0480
 MK0480  STATE/COUNTY-  NE/WASHINGTON
 MK0480  USGS QUAD   -  ARLINGTON (1968)
 MK0480
 MK0480                         *CURRENT SURVEY CONTROL
 MK0480  ___________________________________________________________________
 MK0480* NAD 83(1986)-  41 29 24.     (N)    096 17 54.     (W)     SCALED    
 MK0480* NAVD 88     -       380.883  (meters)    1249.61   (feet)  ADJUSTED  
 MK0480  ___________________________________________________________________
 MK0480  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 MK0480  DYNAMIC HT  -         380.707 (meters)    1249.04  (feet)  COMP
 MK0480  MODELED GRAV-     980,149.7   (mgal)                       NAVD 88
 MK0480
 MK0480  VERT ORDER  -  SECOND    CLASS 0
 MK0480
 MK0480.The horizontal coordinates were scaled from a topographic map and have
 MK0480.an estimated accuracy of +/- 6 seconds.
 MK0480
 MK0480.The orthometric height was determined by differential leveling
 MK0480.and adjusted by the National Geodetic Survey in June 1991..
 MK0480
 MK0480.The geoid height was determined by GEOID03.
 MK0480
 MK0480.The dynamic height is computed by dividing the NAVD 88
 MK0480.geopotential number by the normal gravity value computed on the
 MK0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0480.degrees latitude (g = 980.6199 gals.).
 MK0480
 MK0480.The modeled gravity was interpolated from observed gravity values.
 MK0480
 MK0480;                    North         East    Units  Estimated Accuracy
 MK0480;SPC NE       -   190,550.      808,920.      MT  (+/- 180 meters Scaled)
 MK0480
 MK0480                          SUPERSEDED SURVEY CONTROL
 MK0480
 MK0480  NGVD 29 (??/??/92)  380.736  (m)         1249.13   (f) ADJ UNCH    2 0
 MK0480
 MK0480.Superseded values are not recommended for survey control.
 MK0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0480.See file dsdata.txt to determine how the superseded data were derived.
 MK0480
 MK0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL255966(NAD 83)
 MK0480_MARKER: DB = BENCH MARK DISK
 MK0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0480_SP_SET: FLOOR OF LAUNCHER
 MK0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0480
 MK0480  HISTORY     - Date     Condition        Report By
 MK0480  HISTORY     - UNK      MONUMENTED       CGS
 MK0480  HISTORY     - 1960     GOOD             NGS
 MK0480
 MK0480                          STATION DESCRIPTION
 MK0480
 MK0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0480'4 MI NE FROM ARLINGTON.
 MK0480'THE STATION IS LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE
 MK0480'B, (SQUADON 566-B).  THE MARK IS A FLAT TOPPED, UNSTAMPED,
 MK0480'BRONZE DISK CEMENTED IN A DRILLHOLE IN THE FLOOR OF LAUNCHER
 MK0480'NO. 2.  IT IS THE CENTER ONE OF THREE MARKS SET ON THE CENTER
 MK0480'LINE OF THE BUILDING, 18.7 FEET SOUTH OF THE NORTH WALL OF THE
 MK0480'LAUNCHER AND 11 FEET EAST OF THE EAST EDGE OF THE FIRING PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0476 ***********************************************************************
 MK0476  DESIGNATION -  B LE 2 NE PLATE
 MK0476  PID         -  MK0476
 MK0476  STATE/COUNTY-  NE/WASHINGTON
 MK0476  USGS QUAD   -  ARLINGTON (1968)
 MK0476
 MK0476                         *CURRENT SURVEY CONTROL
 MK0476  ___________________________________________________________________
 MK0476* NAD 83(1986)-  41 29 24.     (N)    096 17 55.     (W)     SCALED    
 MK0476* NAVD 88     -       380.897  (meters)    1249.66   (feet)  ADJUSTED  
 MK0476  ___________________________________________________________________
 MK0476  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 MK0476  DYNAMIC HT  -         380.720 (meters)    1249.08  (feet)  COMP
 MK0476  MODELED GRAV-     980,149.7   (mgal)                       NAVD 88
 MK0476
 MK0476  VERT ORDER  -  SECOND    CLASS 0
 MK0476
 MK0476.The horizontal coordinates were scaled from a topographic map and have
 MK0476.an estimated accuracy of +/- 6 seconds.
 MK0476
 MK0476.The orthometric height was determined by differential leveling
 MK0476.and adjusted by the National Geodetic Survey in June 1991..
 MK0476
 MK0476.The geoid height was determined by GEOID03.
 MK0476
 MK0476.The dynamic height is computed by dividing the NAVD 88
 MK0476.geopotential number by the normal gravity value computed on the
 MK0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0476.degrees latitude (g = 980.6199 gals.).
 MK0476
 MK0476.The modeled gravity was interpolated from observed gravity values.
 MK0476
 MK0476;                    North         East    Units  Estimated Accuracy
 MK0476;SPC NE       -   190,550.      808,900.      MT  (+/- 180 meters Scaled)
 MK0476
 MK0476                          SUPERSEDED SURVEY CONTROL
 MK0476
 MK0476  NGVD 29 (??/??/92)  380.749  (m)         1249.17   (f) ADJ UNCH    2 0
 MK0476
 MK0476.Superseded values are not recommended for survey control.
 MK0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0476.See file dsdata.txt to determine how the superseded data were derived.
 MK0476
 MK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL255966(NAD 83)
 MK0476_MARKER: Z = SEE DESCRIPTION
 MK0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0476_SP_SET: FIRING PIT
 MK0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0476
 MK0476  HISTORY     - Date     Condition        Report By
 MK0476  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0476  HISTORY     - 1960     GOOD             NGS
 MK0476
 MK0476                          STATION DESCRIPTION
 MK0476
 MK0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0476'4 MI NE FROM ARLINGTON.
 MK0476'4 MILES NORTHEAST CONVAIR ASTRONAUTICS.  THE STATIONS ARE
 MK0476'LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE B, (SQUADRON
 MK0476'566-B).  THE MARKS ARE 1 FOOT SQUARE METAL PLATES ON WHICH
 MK0476'THE MISSILE IS MOUNTED AND IS AT THE SOUTHEAST AND THE
 MK0476'NORTHEAST EDGE OF THE FIRING PIT OF LAUNCHER NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0475 ***********************************************************************
 MK0475  DESIGNATION -  B LE 2 SE PLATE
 MK0475  PID         -  MK0475
 MK0475  STATE/COUNTY-  NE/WASHINGTON
 MK0475  USGS QUAD   -  ARLINGTON (1968)
 MK0475
 MK0475                         *CURRENT SURVEY CONTROL
 MK0475  ___________________________________________________________________
 MK0475* NAD 83(1986)-  41 29 23.     (N)    096 17 55.     (W)     SCALED    
 MK0475* NAVD 88     -       380.897  (meters)    1249.66   (feet)  ADJUSTED  
 MK0475  ___________________________________________________________________
 MK0475  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 MK0475  DYNAMIC HT  -         380.720 (meters)    1249.08  (feet)  COMP
 MK0475  MODELED GRAV-     980,149.7   (mgal)                       NAVD 88
 MK0475
 MK0475  VERT ORDER  -  SECOND    CLASS 0
 MK0475
 MK0475.The horizontal coordinates were scaled from a topographic map and have
 MK0475.an estimated accuracy of +/- 6 seconds.
 MK0475
 MK0475.The orthometric height was determined by differential leveling
 MK0475.and adjusted by the National Geodetic Survey in June 1991..
 MK0475
 MK0475.The geoid height was determined by GEOID03.
 MK0475
 MK0475.The dynamic height is computed by dividing the NAVD 88
 MK0475.geopotential number by the normal gravity value computed on the
 MK0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0475.degrees latitude (g = 980.6199 gals.).
 MK0475
 MK0475.The modeled gravity was interpolated from observed gravity values.
 MK0475
 MK0475;                    North         East    Units  Estimated Accuracy
 MK0475;SPC NE       -   190,510.      808,900.      MT  (+/- 180 meters Scaled)
 MK0475
 MK0475                          SUPERSEDED SURVEY CONTROL
 MK0475
 MK0475  NGVD 29 (??/??/92)  380.749  (m)         1249.17   (f) ADJ UNCH    2 0
 MK0475
 MK0475.Superseded values are not recommended for survey control.
 MK0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0475.See file dsdata.txt to determine how the superseded data were derived.
 MK0475
 MK0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL255966(NAD 83)
 MK0475_MARKER: Z = SEE DESCRIPTION
 MK0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0475_SP_SET: FIRING PIT
 MK0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0475
 MK0475  HISTORY     - Date     Condition        Report By
 MK0475  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0475  HISTORY     - 1960     GOOD             NGS
 MK0475
 MK0475                          STATION DESCRIPTION
 MK0475
 MK0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0475'4 MI NE FROM ARLINGTON.
 MK0475'4 MILES NORTHEAST CONVAIR ASTRONAUTICS.  THE STATIONS ARE
 MK0475'LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE B, (SQUADRON
 MK0475'566-B).  THE MARKS ARE 1 FOOT SQUARE METAL PLATES ON WHICH THE
 MK0475'MISSILE IS MOUNTED AND IS AT THE SOUTHEAST AND THE NORTHEAST
 MK0475'EDGE OF THE FIRING PIT OF LAUNCHER NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0477 ***********************************************************************
 MK0477  DESIGNATION -  B LE 3 E
 MK0477  PID         -  MK0477
 MK0477  STATE/COUNTY-  NE/WASHINGTON
 MK0477  USGS QUAD   -  ARLINGTON (1968)
 MK0477
 MK0477                         *CURRENT SURVEY CONTROL
 MK0477  ___________________________________________________________________
 MK0477* NAD 83(1986)-  41 29 15.     (N)    096 17 46.     (W)     SCALED    
 MK0477* NAVD 88     -       383.006  (meters)    1256.58   (feet)  ADJUSTED  
 MK0477  ___________________________________________________________________
 MK0477  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MK0477  DYNAMIC HT  -         382.829 (meters)    1256.00  (feet)  COMP
 MK0477  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 MK0477
 MK0477  VERT ORDER  -  SECOND    CLASS 0
 MK0477
 MK0477.The horizontal coordinates were scaled from a topographic map and have
 MK0477.an estimated accuracy of +/- 6 seconds.
 MK0477
 MK0477.The orthometric height was determined by differential leveling
 MK0477.and adjusted by the National Geodetic Survey in June 1991..
 MK0477
 MK0477.The geoid height was determined by GEOID03.
 MK0477
 MK0477.The dynamic height is computed by dividing the NAVD 88
 MK0477.geopotential number by the normal gravity value computed on the
 MK0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0477.degrees latitude (g = 980.6199 gals.).
 MK0477
 MK0477.The modeled gravity was interpolated from observed gravity values.
 MK0477
 MK0477;                    North         East    Units  Estimated Accuracy
 MK0477;SPC NE       -   190,280.      809,120.      MT  (+/- 180 meters Scaled)
 MK0477
 MK0477                          SUPERSEDED SURVEY CONTROL
 MK0477
 MK0477  NGVD 29 (??/??/92)  382.858  (m)         1256.09   (f) ADJ UNCH    2 0
 MK0477
 MK0477.Superseded values are not recommended for survey control.
 MK0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0477.See file dsdata.txt to determine how the superseded data were derived.
 MK0477
 MK0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL257964(NAD 83)
 MK0477_MARKER: DB = BENCH MARK DISK
 MK0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0477_SP_SET: FLOOR OF LAUNCHER
 MK0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0477
 MK0477  HISTORY     - Date     Condition        Report By
 MK0477  HISTORY     - UNK      MONUMENTED       CGS
 MK0477  HISTORY     - 1960     GOOD             NGS
 MK0477
 MK0477                          STATION DESCRIPTION
 MK0477
 MK0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0477'4 MI NE FROM ARLINGTON.
 MK0477'4 MILES NORTHEAST, THE STATION IS LOCATED AT OFFUTT AIR
 MK0477'FORCE BASE, MISSILE SITE B, (SQUADRON 566-B).  THE MARK IS
 MK0477'A FLAT TOPPED, UNSTAMPED, BRONZE DISK CEMENTED IN A DRILLHOLE
 MK0477'IN THE FLOOR OF LAUNCHER NO. 3.  IT IS THE EAST ONE OF THREE
 MK0477'MARKS SET ON THE CENTER LINE OF THE BUILDING, 12.7 FEET
 MK0477'SOUTH OF THE NORTH WALL OF THE LAUNCHER AND 8.1 FEET WEST
 MK0477'OF THE CENTER OF THE EAST DOOR OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0478 ***********************************************************************
 MK0478  DESIGNATION -  B LE 3 M
 MK0478  PID         -  MK0478
 MK0478  STATE/COUNTY-  NE/WASHINGTON
 MK0478  USGS QUAD   -  ARLINGTON (1968)
 MK0478
 MK0478                         *CURRENT SURVEY CONTROL
 MK0478  ___________________________________________________________________
 MK0478* NAD 83(1986)-  41 29 15.     (N)    096 17 45.     (W)     SCALED    
 MK0478* NAVD 88     -       383.007  (meters)    1256.58   (feet)  ADJUSTED  
 MK0478  ___________________________________________________________________
 MK0478  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MK0478  DYNAMIC HT  -         382.829 (meters)    1256.00  (feet)  COMP
 MK0478  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 MK0478
 MK0478  VERT ORDER  -  SECOND    CLASS 0
 MK0478
 MK0478.The horizontal coordinates were scaled from a topographic map and have
 MK0478.an estimated accuracy of +/- 6 seconds.
 MK0478
 MK0478.The orthometric height was determined by differential leveling
 MK0478.and adjusted by the National Geodetic Survey in June 1991..
 MK0478
 MK0478.The geoid height was determined by GEOID03.
 MK0478
 MK0478.The dynamic height is computed by dividing the NAVD 88
 MK0478.geopotential number by the normal gravity value computed on the
 MK0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0478.degrees latitude (g = 980.6199 gals.).
 MK0478
 MK0478.The modeled gravity was interpolated from observed gravity values.
 MK0478
 MK0478;                    North         East    Units  Estimated Accuracy
 MK0478;SPC NE       -   190,280.      809,140.      MT  (+/- 180 meters Scaled)
 MK0478
 MK0478                          SUPERSEDED SURVEY CONTROL
 MK0478
 MK0478  NGVD 29 (??/??/92)  382.859  (m)         1256.10   (f) ADJ UNCH    2 0
 MK0478
 MK0478.Superseded values are not recommended for survey control.
 MK0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0478.See file dsdata.txt to determine how the superseded data were derived.
 MK0478
 MK0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL257964(NAD 83)
 MK0478_MARKER: DB = BENCH MARK DISK
 MK0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0478_SP_SET: FLOOR OF LAUNCHER
 MK0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0478
 MK0478  HISTORY     - Date     Condition        Report By
 MK0478  HISTORY     - UNK      MONUMENTED       CGS
 MK0478  HISTORY     - 1960     GOOD             NGS
 MK0478
 MK0478                          STATION DESCRIPTION
 MK0478
 MK0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0478'4 MI NE FROM ARLINGTON.
 MK0478'4 MILES NORTHEAST, THE STATION IS LOCATED AT OFFUTT AIR FORCE
 MK0478'BASE, MISSILE SITE B, (SQUADRON 566-B).  THE MARK IS A FLAT
 MK0478'TOPPED, UNSTAMPED, BRONZE DISK CEMENTED IN A DRILLHOLE IN THE
 MK0478'FLOOR OF LAUNCHER NO. 3.  IT IS THE MIDDLE ONE OF THREE MARKS
 MK0478'SET ON THE CENTER LINE OF THE BUILDING, 18.7 FEET SOUTH OF THE
 MK0478'NORTH WALL OF THE LAUNCHER AND 11 FEET EAST OF THE EAST EDGE
 MK0478'OF THE FIRING PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0483 ***********************************************************************
 MK0483  DESIGNATION -  B LE 3 NE PLATE
 MK0483  PID         -  MK0483
 MK0483  STATE/COUNTY-  NE/WASHINGTON
 MK0483  USGS QUAD   -  ARLINGTON (1968)
 MK0483
 MK0483                         *CURRENT SURVEY CONTROL
 MK0483  ___________________________________________________________________
 MK0483* NAD 83(1986)-  41 29 14.     (N)    096 17 46.     (W)     SCALED    
 MK0483* NAVD 88     -       383.006  (meters)    1256.58   (feet)  ADJUSTED  
 MK0483  ___________________________________________________________________
 MK0483  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MK0483  DYNAMIC HT  -         382.828 (meters)    1255.99  (feet)  COMP
 MK0483  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 MK0483
 MK0483  VERT ORDER  -  SECOND    CLASS 0
 MK0483
 MK0483.The horizontal coordinates were scaled from a topographic map and have
 MK0483.an estimated accuracy of +/- 6 seconds.
 MK0483
 MK0483.The orthometric height was determined by differential leveling
 MK0483.and adjusted by the National Geodetic Survey in June 1991..
 MK0483
 MK0483.The geoid height was determined by GEOID03.
 MK0483
 MK0483.The dynamic height is computed by dividing the NAVD 88
 MK0483.geopotential number by the normal gravity value computed on the
 MK0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0483.degrees latitude (g = 980.6199 gals.).
 MK0483
 MK0483.The modeled gravity was interpolated from observed gravity values.
 MK0483
 MK0483;                    North         East    Units  Estimated Accuracy
 MK0483;SPC NE       -   190,250.      809,120.      MT  (+/- 180 meters Scaled)
 MK0483
 MK0483                          SUPERSEDED SURVEY CONTROL
 MK0483
 MK0483  NGVD 29 (??/??/92)  382.858  (m)         1256.09   (f) ADJ UNCH    2 0
 MK0483
 MK0483.Superseded values are not recommended for survey control.
 MK0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0483.See file dsdata.txt to determine how the superseded data were derived.
 MK0483
 MK0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL257963(NAD 83)
 MK0483_MARKER: Z = SEE DESCRIPTION
 MK0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0483_SP_SET: FIRING PIT
 MK0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0483
 MK0483  HISTORY     - Date     Condition        Report By
 MK0483  HISTORY     - UNK      MONUMENTED       CGS
 MK0483  HISTORY     - 1960     GOOD             NGS
 MK0483
 MK0483                          STATION DESCRIPTION
 MK0483
 MK0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0483'4 MI NE FROM ARLINGTON.
 MK0483'THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE B,
 MK0483'(SQUADRON 566-B).  THE MARKS ARE 1 FOOT SQUARE METAL PLATES
 MK0483'ON WHICH THE MISSILE IS MOUNTED AND IS AT THE SOUTHEAST AND
 MK0483'NORTHEAST EDGE OF THE FIRING PIT OF LAUNCHER NO. 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0482 ***********************************************************************
 MK0482  DESIGNATION -  B LE 3 SE PLATE
 MK0482  PID         -  MK0482
 MK0482  STATE/COUNTY-  NE/WASHINGTON
 MK0482  USGS QUAD   -  ARLINGTON (1968)
 MK0482
 MK0482                         *CURRENT SURVEY CONTROL
 MK0482  ___________________________________________________________________
 MK0482* NAD 83(1986)-  41 29 14.     (N)    096 17 46.     (W)     SCALED    
 MK0482* NAVD 88     -       383.005  (meters)    1256.58   (feet)  ADJUSTED  
 MK0482  ___________________________________________________________________
 MK0482  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MK0482  DYNAMIC HT  -         382.827 (meters)    1255.99  (feet)  COMP
 MK0482  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 MK0482
 MK0482  VERT ORDER  -  SECOND    CLASS 0
 MK0482
 MK0482.The horizontal coordinates were scaled from a topographic map and have
 MK0482.an estimated accuracy of +/- 6 seconds.
 MK0482
 MK0482.The orthometric height was determined by differential leveling
 MK0482.and adjusted by the National Geodetic Survey in June 1991..
 MK0482
 MK0482.The geoid height was determined by GEOID03.
 MK0482
 MK0482.The dynamic height is computed by dividing the NAVD 88
 MK0482.geopotential number by the normal gravity value computed on the
 MK0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0482.degrees latitude (g = 980.6199 gals.).
 MK0482
 MK0482.The modeled gravity was interpolated from observed gravity values.
 MK0482
 MK0482;                    North         East    Units  Estimated Accuracy
 MK0482;SPC NE       -   190,250.      809,120.      MT  (+/- 180 meters Scaled)
 MK0482
 MK0482                          SUPERSEDED SURVEY CONTROL
 MK0482
 MK0482  NGVD 29 (??/??/92)  382.857  (m)         1256.09   (f) ADJ UNCH    2 0
 MK0482
 MK0482.Superseded values are not recommended for survey control.
 MK0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0482.See file dsdata.txt to determine how the superseded data were derived.
 MK0482
 MK0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL257963(NAD 83)
 MK0482_MARKER: Z = SEE DESCRIPTION
 MK0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0482_SP_SET: FIRING PIT
 MK0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0482
 MK0482  HISTORY     - Date     Condition        Report By
 MK0482  HISTORY     - UNK      MONUMENTED       LOCENG
 MK0482  HISTORY     - 1960     GOOD             NGS
 MK0482
 MK0482                          STATION DESCRIPTION
 MK0482
 MK0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK0482'4 MI NE FROM ARLINGTON.
 MK0482'THE STATIONS ARE LOCATED AT OFFUTT AIR FORCE BASE, MISSILE SITE B,
 MK0482'(SQUADRON 566-B).  THE MARKS ARE 1 FOOT SQUARE METAL PLATES
 MK0482'ON WHICH THE MISSILE IS MOUNTED AND IS AT THE SOUTHEAST AND
 MK0482'NORTHEAST EDGE OF THE FIRING PIT OF LAUNCHER NO. 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0193 ***********************************************************************
 LH0193  DESIGNATION -  B RESET
 LH0193  PID         -  LH0193
 LH0193  STATE/COUNTY-  NE/NUCKOLLS
 LH0193  USGS QUAD   -  SUPERIOR (1983)
 LH0193
 LH0193                         *CURRENT SURVEY CONTROL
 LH0193  ___________________________________________________________________
 LH0193* NAD 83(1986)-  40 01 01.     (N)    098 04 17.     (W)     SCALED    
 LH0193* NAVD 88     -       480.226  (meters)    1575.54   (feet)  ADJUSTED  
 LH0193  ___________________________________________________________________
 LH0193  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 LH0193  DYNAMIC HT  -         479.945 (meters)    1574.62  (feet)  COMP
 LH0193  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 LH0193
 LH0193  VERT ORDER  -  FIRST     CLASS II
 LH0193
 LH0193.The horizontal coordinates were scaled from a topographic map and have
 LH0193.an estimated accuracy of +/- 6 seconds.
 LH0193
 LH0193.The orthometric height was determined by differential leveling
 LH0193.and adjusted by the National Geodetic Survey in June 1991..
 LH0193
 LH0193.The geoid height was determined by GEOID03.
 LH0193
 LH0193.The dynamic height is computed by dividing the NAVD 88
 LH0193.geopotential number by the normal gravity value computed on the
 LH0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0193.degrees latitude (g = 980.6199 gals.).
 LH0193
 LH0193.The modeled gravity was interpolated from observed gravity values.
 LH0193
 LH0193;                    North         East    Units  Estimated Accuracy
 LH0193;SPC NE       -    22,220.      664,640.      MT  (+/- 180 meters Scaled)
 LH0193
 LH0193                          SUPERSEDED SURVEY CONTROL
 LH0193
 LH0193  NGVD 29 (??/??/92)  480.050  (m)         1574.96   (f) ADJ UNCH    1 2
 LH0193
 LH0193.Superseded values are not recommended for survey control.
 LH0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0193.See file dsdata.txt to determine how the superseded data were derived.
 LH0193
 LH0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK792300(NAD 83)
 LH0193_MARKER: DB = BENCH MARK DISK
 LH0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0193_SP_SET: STONE POST
 LH0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0193+STABILITY: SURFACE MOTION
 LH0193
 LH0193  HISTORY     - Date     Condition        Report By
 LH0193  HISTORY     - UNK      MONUMENTED       CBQRR
 LH0193  HISTORY     - 1947     GOOD             NGS
 LH0193
 LH0193                          STATION DESCRIPTION
 LH0193
 LH0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0193'AT SUPERIOR.
 LH0193'AT SUPERIOR, NUCKOLLS COUNTY, AT THE CHICAGO, BURLINGTON AND
 LH0193'QUINCY RAILROAD STATION, AT THE SOUTHEAST ANGLE OF THE WALL,
 LH0193'46 FEET WEST OF THE EAST END OF THE STATION, 54 FEET NORTH OF
 LH0193'THE CENTER LINE OF THE MAIN TRACK, AND 3 FEET WEST OF THE SOUTH
 LH0193'ENTRANCE TO THE WAITING ROOM.  THE BOTTOM OF A SQUARE HOLE,
 LH0193'SURROUNDED BY THE LETTERS USBM CUT IN THE TOP OF A LIMESTONE
 LH0193'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0723 ***********************************************************************
 NP0723  DESIGNATION -  BACA
 NP0723  PID         -  NP0723
 NP0723  STATE/COUNTY-  NE/SIOUX
 NP0723  USGS QUAD   -  UNIVERSITY LAKE SE (1983)
 NP0723
 NP0723                         *CURRENT SURVEY CONTROL
 NP0723  ___________________________________________________________________
 NP0723* NAD 83(1995)-  42 05 19.26960(N)    103 34 45.85001(W)     ADJUSTED  
 NP0723* NAVD 88     -      1441.     (meters)    4728.     (feet)  SCALED    
 NP0723  ___________________________________________________________________
 NP0723  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 NP0723  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 NP0723
 NP0723  HORZ ORDER  -  FIRST
 NP0723
 NP0723.The horizontal coordinates were established by classical geodetic methods
 NP0723.and adjusted by the National Geodetic Survey in August 1997..
 NP0723
 NP0723.The orthometric height was scaled from a topographic map.
 NP0723
 NP0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0723
 NP0723.The geoid height was determined by GEOID03.
 NP0723
 NP0723;                    North         East     Units Scale Factor Converg.
 NP0723;SPC NE       -   256,533.352   204,026.255   MT  0.99971028   -2 22 19.4
 NP0723;UTM  13      - 4,660,599.380   617,488.224   MT  0.99976985   +0 57 08.3
 NP0723
 NP0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0723!SPC NE       -   0.99977698  x   0.99971028  =   0.99948733
 NP0723!UTM  13      -   0.99977698  x   0.99976985  =   0.99954688
 NP0723
 NP0723|---------------------------------------------------------------------|
 NP0723| PID    Reference Object                     Distance      Geod. Az  |
 NP0723|                                                           dddmmss.s |
 NP0723| CP9542 BACA RM 1                            21.037 METERS 05316     |
 NP0723| CP9541 BACA AZ MK                                         1042158.1 |
 NP0723| CP9543 BACA RM 2                            23.701 METERS 34031     |
 NP0723|---------------------------------------------------------------------|
 NP0723
 NP0723                          SUPERSEDED SURVEY CONTROL
 NP0723
 NP0723  NAD 83(1995)-  42 05 19.26946(N)    103 34 45.85029(W) AD(       ) 1
 NP0723  NAD 83(1986)-  42 05 19.26750(N)    103 34 45.85388(W) AD(       ) 1
 NP0723  NAD 27      -  42 05 19.39700(N)    103 34 44.06800(W) AD(       ) 1
 NP0723
 NP0723.Superseded values are not recommended for survey control.
 NP0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0723.See file dsdata.txt to determine how the superseded data were derived.
 NP0723
 NP0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1748860599(NAD 83)
 NP0723_MARKER: DS = TRIANGULATION STATION DISK
 NP0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0723
 NP0723  HISTORY     - Date     Condition        Report By
 NP0723  HISTORY     - 1934     MONUMENTED       CGS
 NP0723
 NP0723                          STATION DESCRIPTION
 NP0723
 NP0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0723'THE STATION IS LOCATED ABOUT 17 MILES NNE OF SCOTTSBLUFF AND
 NP0723'IS ON THE SW END AND HIGHEST POINT OF A GROUP OF SANDHILLS
 NP0723'THAT SLOPE TO THE S AND W AND ARE GRASS-COVERED.
 NP0723'
 NP0723'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0723'BRONZE DISKS SET IN CONCRETE.
 NP0723'
 NP0723'REFERENCE MARK NO. 1 IS NE, AND NO. 2, NW OF THE STATION.
 NP0723'THEY BOTH PROJECT 4 INCHES.
 NP0723'
 NP0723'THE AZIMUTH MARK PROJECTS 5 INCHES AND IS ENE OF THE STATION,
 NP0723'ON THE HIGHEST POINT OF A SMALL, GRASS-COVERED KNOLL.
 NP0723'
 NP0723'THE STATION MARK PROJECTS 4 INCHES AND IS 150 YARDS S OF AN
 NP0723'E-W FENCE AND 150 YARDS E OF A N-S FENCE.
 NP0723'
 NP0723'TO REACH STATION FROM THE INTERSECTION OF SCOTTSBLUFF OF
 NP0723'STATE ROUTE 29 AND U.S. HIGHWAY 26, AT A POINT WHERE NO. 29
 NP0723'CROSSES THE RAILROAD TRACKS, GO E ON U.S. HIGHWAY 26, 1.3
 NP0723'MILES TO A GRADED CROSSROADS.  (THERE IS A LARGE SUGAR REFINERY
 NP0723'IN THE SE ANGLE OF THIS INTERSECTION.) HERE LEAVE U.S. HIGHWAY
 NP0723'26, TURN LEFT, N AND FOLLOW MAIN GRADED ROAD 6.3 MILES TO A
 NP0723'GRADE CROSSING.  CROSS RAILROAD TRACKS AND CONTINUE N ON MAIN
 NP0723'ROAD 2.7 MILES TO A STEEL BRIDGE.  CROSS BRIDGE AND CONTINUE
 NP0723'N ON MAIN ROAD 0.3 MILE TO A T-INTERSECTION.  HERE TURN RIGHT
 NP0723'AND GO E 1.0 MILE TO A LEFT TURN IN THE ROAD.  (THERE IS A
 NP0723'HIGH WOVEN WIRE FENCE ON THE N SIDE OF THE ROAD AT THIS
 NP0723'POINT.) TURN LEFT AND GO N IN LANE 2.0 MILES TO A GATE IN
 NP0723'THE FENCE ON THE RIGHT SIDE OF THE ROAD.  (THIS POINT IS A
 NP0723'HUNDRED YARDS S OF THE END OF THE LANE, WHICH
 NP0723'TERMINATES AT THE S TOE OF A GROUP OF SMALL CLAY
 NP0723'BUTTES.) HERE TURN RIGHT, PASS THROUGH GATE AND GO E 50
 NP0723'YARDS, THEN N 0.1 MILE TO A FORK.  TAKE LEFT FORK, MAIN
 NP0723'ROAD, AND GO IN A GENERAL NORTHERLY DIRECTION 1.0 MILE
 NP0723'TO A GATE IN AN E-W FENCE.  PASS THROUGH GATE AND GO ENE
 NP0723'0.1 MILE TO A GATE IN A N-S FENCE.  (THERE IS A
 NP0723'TUMBLE-DOWN HOUSE 100 YARDS N OF THIS POINT).  PASS THROUGH
 NP0723'GATE AND FOLLOW MAIN ROAD IN A GENERAL NORTHEASTERLY DIRECTION
 NP0723'1.0 MILE TO A POINT WHERE THE ROAD GOES THROUGH A SAND HOLE
 NP0723'TO THE RIGHT OF A SE FENCE CORNER, WHICH IS 100 YARDS SW OF AN
 NP0723'OLD RANCH HOUSE).  CONTINUE NE ON ONLY ROAD 0.7 MILE TO A GATE
 NP0723'IN A N-S FENCE.  (THE STATION IS ON THE HIGHEST POINT OF THE
 NP0723'HILLS 1 MILE DUE N OF THIS POINT.) PASS THROUGH GATE AND
 NP0723'CONTINUE E 0.7 MILE TO A SE FENCE CORNER ON THE LEFT SIDE OF
 NP0723'THE ROAD.  CONTINUE E 0.6 MILE TO A WHITE RANCH HOUSE AND
 NP0723'UNPAINTED BUILDINGS.  HERE TURN LEFT ON THE E SIDE OF THE
 NP0723'BUILDINGS AND GO N 1.0 MILE ALONG THE E SIDE OF A N-S FENCE
 NP0723'TO A GATE IN THE SAME FENCE.  (THERE IS A WINDMILL AND
 NP0723'TANKS 50 YARDS NW OF THE GATE.) HERE TURN LEFT, W PASS
 NP0723'THROUGH GATE AND GO UP HILL IN A GENERAL WESTERLY
 NP0723'DIRECTION 1.0 MILE TO THE HIGHEST POINT OF THE HILLS AND
 NP0723'STATION.
 NP0723'
 NP0723'A 48 FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0458 ***********************************************************************
 NO0458  DESIGNATION -  BACHELOR
 NO0458  PID         -  NO0458
 NO0458  STATE/COUNTY-  NE/CHERRY
 NO0458  USGS QUAD   -  CHESTERFIELD FLATS (1985)
 NO0458
 NO0458                         *CURRENT SURVEY CONTROL
 NO0458  ___________________________________________________________________
 NO0458* NAD 83(1995)-  42 31 47.61536(N)    101 07 13.12494(W)     ADJUSTED  
 NO0458* NAVD 88     -      1029.     (meters)    3376.     (feet)  SCALED    
 NO0458  ___________________________________________________________________
 NO0458  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 NO0458  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 NO0458
 NO0458  HORZ ORDER  -  SECOND
 NO0458
 NO0458.The horizontal coordinates were established by classical geodetic methods
 NO0458.and adjusted by the National Geodetic Survey in August 1997..
 NO0458
 NO0458.The orthometric height was scaled from a topographic map.
 NO0458
 NO0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0458
 NO0458.The geoid height was determined by GEOID03.
 NO0458
 NO0458;                    North         East     Units Scale Factor Converg.
 NO0458;SPC NE       -   299,999.205   407,974.577   MT  0.99981853   -0 44 32.7
 NO0458;UTM  14      - 4,710,790.975   325,861.640   MT  0.99997310   -1 26 01.1
 NO0458
 NO0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0458!SPC NE       -   0.99984178  x   0.99981853  =   0.99966033
 NO0458!UTM  14      -   0.99984178  x   0.99997310  =   0.99981488
 NO0458
 NO0458:                Primary Azimuth Mark                     Grid Az
 NO0458:SPC NE       -  BACHELOR AZ MK                           069 51 01.7
 NO0458:UTM  14      -  BACHELOR AZ MK                           070 32 30.1
 NO0458
 NO0458|---------------------------------------------------------------------|
 NO0458| PID    Reference Object                     Distance      Geod. Az  |
 NO0458|                                                           dddmmss.s |
 NO0458| CP9544 BACHELOR AZ MK                                     0690629.0 |
 NO0458| CP9545 BACHELOR RM 1                        16.592 METERS 10122     |
 NO0458| CP9546 BACHELOR RM 2                        14.683 METERS 31541     |
 NO0458|---------------------------------------------------------------------|
 NO0458
 NO0458                          SUPERSEDED SURVEY CONTROL
 NO0458
 NO0458  NAD 83(1986)-  42 31 47.61343(N)    101 07 13.13214(W) AD(       ) 2
 NO0458  NAD 27      -  42 31 47.61000(N)    101 07 11.57600(W) AD(       ) 2
 NO0458
 NO0458.Superseded values are not recommended for survey control.
 NO0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0458.See file dsdata.txt to determine how the superseded data were derived.
 NO0458
 NO0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2586210791(NAD 83)
 NO0458_MARKER: DS = TRIANGULATION STATION DISK
 NO0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0458
 NO0458  HISTORY     - Date     Condition        Report By
 NO0458  HISTORY     - 1949     MONUMENTED       CGS
 NO0458
 NO0458                          STATION DESCRIPTION
 NO0458
 NO0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0458'THE STATION IS LOCATED ABOUT 27-1/2 MILES SOUTH OF NENZEL,
 NO0458'ABOUT 16-1/2 MILES WEST OF THE KENNEDY POST OFFICE, 7 FEET
 NO0458'NORTHWEST OF A WITNESS POST, AND IS ON THE HIGHEST POINT
 NO0458'OF A PROMINENT SANDY RIDGE THAT LIES BETWEEN GORDON AND
 NO0458'BOARDSMAN CREEKS.  THE STATION SITE IS ON LAND OWNED BY MR.
 NO0458'EARL BACHELOR.  THE MARK IS STAMPED BACHELOR 1949 AND PROJECTS
 NO0458'3 INCHES.
 NO0458'
 NO0458'REFERENCE MARK NO. 1 IS 6 INCHES BELOW THE STATION LEVEL.
 NO0458'IT PROJECTS 1 INCH AND IS STAMPED BACHELOR NO 1 1949.
 NO0458'
 NO0458'REFERENCE MARK NO. 2 IS LOCATED ALONG THE CREST OF THE RIDGE.
 NO0458'IT IS SET FLUSH AND IS STAMPED BACHELOR NO 2 1949.
 NO0458'
 NO0458'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0458'NO. 2 IS 97.99 FEET.
 NO0458'
 NO0458'THE AZIMUTH MARK IS SET IN A FENCE LINE, 0.1 MILE EAST OF THE
 NO0458'BACHELOR RANCH HOUSE, 3 FEET EAST OF A TELEPHONE POLE AND
 NO0458'2-1/2 FEET WEST OF A WITNESS POST.  IT PROJECTS 3 INCHES
 NO0458'AND IS STAMPED BACHELOR 1949.
 NO0458'
 NO0458'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NO0458'AND 83 (5.4 MILES EAST-SOUTHEAST OF VALENTINE) GO SOUTH ON
 NO0458'U.S. HIGHWAY 83 FOR 11.85 MILES TO A MACADAM T-ROAD ON THE
 NO0458'RIGHT, TURN RIGHT AND GO WESTERLY ON THE MACADAM ROAD FOR
 NO0458'13.7 MILES TO THE WILDLIFE REFUGE HEADQUARTERS ON THE LEFT,
 NO0458'CONTINUE ON THE MACADAM AND SAND ROAD FOR 0.65 MILE TO FORKS,
 NO0458'TAKE LEFT FORK, CROSSING A SMALL BRIDGE, FOR 0.15 MILE TO
 NO0458'FORKS, TAKE RIGHT FORK AND GO FOR 1.4 MILES TO A T-ROAD LEFT,
 NO0458'CONTINUE ON MAIN TRAVELED ROAD AS PER SIGN KENNEDY FOR 0.9
 NO0458'MILE TO A CATTLE GUARD, CONTINUE FOR 0.15 MILE TO FORKS,
 NO0458'TAKE RIGHT FORK AND GO WEST, SOUTH AND WEST FOR 0.6 MILE
 NO0458'TO A RANCH HOUSE ON THE RIGHT, CONTINUE WEST ON MAIN TRACK
 NO0458'ROAD FOR 0.3 MILE TO A T-ROAD LEFT, TURN LEFT AND FOLLOW
 NO0458'THE MAIN ROAD SOUTH AND WEST FOR 1.95 MILES TO A
 NO0458'WINDMILL ON THE RIGHT, CONTINUE WESTERLY ON MAIN ROAD
 NO0458'FOR 3.2 MILES TO A FORK, TAKE RIGHT FORK AND GO NORTHWEST
 NO0458'FOR 0.45 MILE TO FORKS AND SIGN WITH AN ARROW POINTING
 NO0458'NORTH TO KENNEDY, TAKE LEFT FORK AND FOLLOW MAIN ROAD
 NO0458'WESTERLY FOR 4.9 MILES TO FORKS JUST BEFORE REACHING A
 NO0458'RANCH HOUSE ON THE RIGHT, TAKE LEFT FORK AND FOLLOW
 NO0458'TRACK ROAD SOUTH AND WEST FOR 1.3 MILES TO A CATTLE
 NO0458'GUARD, CONTINUE WESTERLY ON MAIN ROAD FOR 3.1 MILES TO A
 NO0458'WOODEN BRIDGE, CONTINUE WESTERLY ON MAIN ROAD FOR 3.6
 NO0458'MILES TO FORKS JUST BEFORE REACHING RANCH HOUSES ON THE
 NO0458'RIGHT AND LEFT, TAKE RIGHT FORK, PASSING BETWEEN THE
 NO0458'HOUSES AND CONTINUE SOUTHWESTERLY FOR 3.5 MILES TO THE AZIMUTH
 NO0458'MARK ON THE RIGHT, CONTINUE FOR 0.15 MILE TO A REVERSE FORK
 NO0458'JUST SOUTHWEST OF THE BACHELOR RANCH HOUSE ON THE RIGHT, TURN
 NO0458'SHARP LEFT AND GO SOUTH FOR 0.35 MILE TO A GATE ON THE LEFT,
 NO0458'TURN RIGHT AND FOLLOW MAIN TRACK ROAD WESTERLY ACROSS A MEADOW
 NO0458'FOR 0.8 MILE TO A WIRE GATE IN THE NORTH-SOUTH FENCE LINE,
 NO0458'PASS THROUGH GATE AND CONTINUE WESTERLY ON TRACK ROAD FOR
 NO0458'0.1 MILE TO A WIRE GATE ON THE LEFT, TURN LEFT THROUGH THE
 NO0458'GATE AND PICK ROAD SOUTH-SOUTHWEST UP THE RIDGE FOR ABOUT
 NO0458'0.4 MILE TO THE SUMMIT OF THE HILL AND THE STATION AS
 NO0458'DESCRIBED.
 NO0458'
 NO0458'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0624 ***********************************************************************
 MN0624  DESIGNATION -  BADGER
 MN0624  PID         -  MN0624
 MN0624  STATE/COUNTY-  NE/BANNER
 MN0624  USGS QUAD   -  SOUTH OF GABE ROCK (1979)
 MN0624
 MN0624                         *CURRENT SURVEY CONTROL
 MN0624  ___________________________________________________________________
 MN0624* NAD 83(1995)-  41 26 27.57962(N)    103 46 24.16070(W)     ADJUSTED  
 MN0624* NAVD 88     -      1525.     (meters)    5003.     (feet)  SCALED    
 MN0624  ___________________________________________________________________
 MN0624  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 MN0624  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 MN0624
 MN0624  HORZ ORDER  -  SECOND
 MN0624
 MN0624.The horizontal coordinates were established by classical geodetic methods
 MN0624.and adjusted by the National Geodetic Survey in August 1997..
 MN0624
 MN0624.The orthometric height was scaled from a topographic map.
 MN0624
 MN0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0624
 MN0624.The geoid height was determined by GEOID03.
 MN0624
 MN0624;                    North         East     Units Scale Factor Converg.
 MN0624;SPC NE       -   185,369.011   184,859.111   MT  0.99965923   -2 30 02.2
 MN0624;UTM  13      - 4,588,439.526   602,471.131   MT  0.99972922   +0 48 42.9
 MN0624
 MN0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0624!SPC NE       -   0.99976383  x   0.99965923  =   0.99942314
 MN0624!UTM  13      -   0.99976383  x   0.99972922  =   0.99949311
 MN0624
 MN0624|---------------------------------------------------------------------|
 MN0624| PID    Reference Object                     Distance      Geod. Az  |
 MN0624|                                                           dddmmss.s |
 MN0624| CP7345 BADGER RM 1                          20.425 METERS 07349     |
 MN0624| MN0584 HARRISBURG MOTOROLA COMMUN MST      APPROX. 4.0 KM 1120641.7 |
 MN0624| CP7344 BADGER AZ MK                                       1723625.5 |
 MN0624| CP7346 BADGER RM 2                          16.430 METERS 34723     |
 MN0624|---------------------------------------------------------------------|
 MN0624
 MN0624                          SUPERSEDED SURVEY CONTROL
 MN0624
 MN0624  NAD 83(1995)-  41 26 27.57928(N)    103 46 24.16061(W) AD(       ) 2
 MN0624  NAD 83(1986)-  41 26 27.56937(N)    103 46 24.16095(W) AD(       ) 2
 MN0624  NAD 27      -  41 26 27.65290(N)    103 46 22.35620(W) AD(       ) 2
 MN0624
 MN0624.Superseded values are not recommended for survey control.
 MN0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0624.See file dsdata.txt to determine how the superseded data were derived.
 MN0624
 MN0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0247188440(NAD 83)
 MN0624_MARKER: DS = TRIANGULATION STATION DISK
 MN0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0624
 MN0624  HISTORY     - Date     Condition        Report By
 MN0624  HISTORY     - 1963     MONUMENTED       CGS
 MN0624
 MN0624                          STATION DESCRIPTION
 MN0624
 MN0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0624'THE STATION IS ON THE WESTERN END OF A ROCK AND GRASS COVERED
 MN0624'RIDGE, 8-1/4 MILES SOUTH AND 1-1/2 MILES WEST OF HARRISBURG.
 MN0624'IN THE SOUTHWEST CORNER OF SECTION 15, T 17 N, R 56 W, ON LAND
 MN0624'OWNED BY MR. WALTER SCHUEMAKER OF HARRISBURG.
 MN0624'
 MN0624'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0624'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0624'11.65 MILES TO A BRIDGE OVER ROCKY HOLLOW CREEK.  CONTINUE
 MN0624'NORTH ON HIGHWAY 71 FOR 1.2 MILES TO A CROSSROAD.  TURN LEFT
 MN0624'AND GO WEST ON A GRAVEL ROAD FOR 5.65 MILES TO A SIDE ROAD
 MN0624'AND A CATTLE GUARD ON THE RIGHT.  TURN RIGHT, CROSS THE CATTLE
 MN0624'GUARD, AND GO NORTHERLY ON A FARM DRIVE FOR 0.75 MILE TO THE
 MN0624'HOME OF MR. BLAKE.  FROM MR. BLAKES HOME, GO WEST ON A FIELD
 MN0624'ROAD FOR 0.2 MILE TO A ROAD FORK.  THE AZIMUTH MARK IS 30
 MN0624'FEET SOUTH OF THE CENTER OF THE FIELD ROAD AND IN A FENCE
 MN0624'LINE.  TAKE THE RIGHT FORK AND GO NORTHERLY ACROSS A
 MN0624'PASTURE ON A TRACK ROAD FOR 0.6 MILE TO THE TOP OF A LOW
 MN0624'HILL.  THE STATION IS 195 FEET EAST OF A FENCE WHICH IS
 MN0624'PARALLEL WITH THE TRACK ROAD.
 MN0624'
 MN0624'STATION MARKS ARE STANDARD DISKS STAMPED BADGER 1963.  THE SURFACE
 MN0624'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 MN0624'SURFACE OF THE GROUND.  IT IS 7.3 FEET SOUTHWEST OF A METAL WITNESS
 MN0624'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MN0624'CONCRETE 35 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0624'
 MN0624'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BADGER NO 1
 MN0624'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0624'OF THE GROUND.  IT IS 262 FEET EAST OF THE FENCE, AND 61.5
 MN0624'FEET EAST OF THE METAL WITNESS POST.
 MN0624'
 MN0624'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BADGER NO 2
 MN0624'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0624'OF THE GROUND.  IT IS 190 FEET EAST OF THE FENCE, AND 49.1
 MN0624'FEET NORTH OF THE METAL WITNESS POST.
 MN0624'
 MN0624'AZIMUTH MARK, A STANDARD DISK STAMPED BADGER 1963, IS SET
 MN0624'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 30
 MN0624'FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 2.2 FEET WEST OF
 MN0624'A METAL WITNESS POST, AND 1 FOOT NORTH OF A FENCE.
 MN0624'
 MN0624'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0589 ***********************************************************************
 MN0589  DESIGNATION -  BAG
 MN0589  PID         -  MN0589
 MN0589  STATE/COUNTY-  NE/KIMBALL
 MN0589  USGS QUAD   -  OWASCO (1972)
 MN0589
 MN0589                         *CURRENT SURVEY CONTROL
 MN0589  ___________________________________________________________________
 MN0589* NAD 83(1995)-  41 13 17.64383(N)    103 31 49.04738(W)     ADJUSTED  
 MN0589* NAVD 88     -      1449.     (meters)    4754.     (feet)  SCALED    
 MN0589  ___________________________________________________________________
 MN0589  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 MN0589  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 MN0589
 MN0589  HORZ ORDER  -  SECOND
 MN0589
 MN0589.The horizontal coordinates were established by classical geodetic methods
 MN0589.and adjusted by the National Geodetic Survey in August 1997..
 MN0589
 MN0589.The orthometric height was scaled from a topographic map.
 MN0589
 MN0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0589
 MN0589.The geoid height was determined by GEOID03.
 MN0589
 MN0589;                    North         East     Units Scale Factor Converg.
 MN0589;SPC NE       -   160,170.392   204,154.864   MT  0.99967084   -2 20 22.2
 MN0589;UTM  13      - 4,564,394.963   623,191.737   MT  0.99978678   +0 58 07.0
 MN0589
 MN0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0589!SPC NE       -   0.99977579  x   0.99967084  =   0.99944670
 MN0589!UTM  13      -   0.99977579  x   0.99978678  =   0.99956262
 MN0589
 MN0589:                Primary Azimuth Mark                     Grid Az
 MN0589:SPC NE       -  DIX MUNICIPAL TANK                       071 43 41.7
 MN0589:UTM  13      -  DIX MUNICIPAL TANK                       068 25 12.5
 MN0589
 MN0589|---------------------------------------------------------------------|
 MN0589| PID    Reference Object                     Distance      Geod. Az  |
 MN0589|                                                           dddmmss.s |
 MN0589| MN0568 DIX MUNICIPAL TANK                  APPROX. 3.9 KM 0692319.5 |
 MN0589| CP7348 BAG RM 1                             10.790 METERS 09529     |
 MN0589| MN0594 BAG 2 RM 5                          APPROX. 0.8 KM 1710205.5 |
 MN0589| CP7347 BAG AZ MK                                          1714500.6 |
 MN0589| MN0595 BAG 2                               428.638 METERS 2765257.5 |
 MN0589| CP7349 BAG RM 2                             11.357 METERS 27740     |
 MN0589|---------------------------------------------------------------------|
 MN0589
 MN0589                          SUPERSEDED SURVEY CONTROL
 MN0589
 MN0589  NAD 83(1995)-  41 13 17.64260(N)    103 31 49.04666(W) AD(       ) 2
 MN0589  NAD 83(1986)-  41 13 17.63629(N)    103 31 49.04665(W) AD(       ) 2
 MN0589  NAD 27      -  41 13 17.70590(N)    103 31 47.27200(W) AD(       ) 2
 MN0589
 MN0589.Superseded values are not recommended for survey control.
 MN0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0589.See file dsdata.txt to determine how the superseded data were derived.
 MN0589
 MN0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2319264395(NAD 83)
 MN0589_MARKER: DS = TRIANGULATION STATION DISK
 MN0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0589
 MN0589  HISTORY     - Date     Condition        Report By
 MN0589  HISTORY     - 1963     MONUMENTED       CGS
 MN0589  HISTORY     - 1972     SEE DESCRIPTION  NGS
 MN0589
 MN0589                          STATION DESCRIPTION
 MN0589
 MN0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0589'THE STATION IS LOCATED ABOUT 7 MILES EAST AND 1 MILE SOUTH
 MN0589'OF KIMBALL, 2 MILES WEST AND 1/2 MILE SOUTH OF DIX, ON TOP OF
 MN0589'A CUT BANK IN THE SOUTHEAST 1/4 OF SECTION 32, T. 15 N., R. 34 W.,
 MN0589'AND ON THE RIGHT-OF-WAY PROPERTY OF U.S. HIGHWAY 30.
 MN0589'
 MN0589'TO REACH THE STATION FROM THE POST OFFICE IN DIX, GO SOUTH FOR
 MN0589'0.05 MILE THENCE GO WEST FOR 0.1 MILE TO A T-INTERSECTION.
 MN0589'TURN LEFT AND GO SOUTH FOR 0.9 MILE TO U.S. HIGHWAY 30.  TURN
 MN0589'RIGHT AND GO WEST ON U.S. HIGHWAY 30 FOR 2.0 MILES TO A
 MN0589'CROSSROAD.  (TURN LEFT, SOUTH, FOR 0.5 MILE TO THE AZIMUTH
 MN0589'MARK ON THE LEFT, EAST, SIDE OF THE ROAD.) AT THIS POINT
 MN0589'LEAVE THE HIGHWAY AND GO WEST ALONG THE SOUTH SIDE OF THE
 MN0589'NORTH RIGHT-OF-WAY FENCE FOR 0.05 MILE TO THE TOP OF A CUT
 MN0589'BANK AND THE STATION.
 MN0589'
 MN0589'THE STATION MARK IS A STANDARD DISK, STAMPED BAG 1963, AND
 MN0589'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS
 MN0589'FLUSH WITH THE GROUND.  IT IS 15 FEET SOUTH OF THE RIGHT-OF-WAY
 MN0589'FENCE, 11.3 FEET SOUTHEAST OF A WITNESS POST, AND 13.5 FEET
 MN0589'SOUTH OF A CONCRETE RIGHT-OF-WAY POST THAT IS PAINTED YELLOW.
 MN0589'
 MN0589'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BAG NO 1 1963,
 MN0589'AND SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 MN0589'IS FLUSH WITH THE GROUND.  IT IS 19 FEET SOUTH OF THE RIGHT-OF-WAY
 MN0589'FENCE AND 44.7 FEET EAST-SOUTHEAST OF THE WITNESS POST.
 MN0589'
 MN0589'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BAG NO 2 1963,
 MN0589'AND SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 MN0589'IS FLUSH WITH THE GROUND.  IT IS 28.4 FEET WEST OF THE WITNESS
 MN0589'POST AND 10 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 MN0589'
 MN0589'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BAG 1963, AND
 MN0589'IS CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP.  THE ROCK OUTCROP
 MN0589'IS FLUSH WITH THE GROUND ON THE EAST SIDE AND PROJECTS 4
 MN0589'INCHES ON THE WEST SIDE.  IT IS 32 FEET EAST OF THE CENTER
 MN0589'OF THE ROAD, 9 FEET SOUTH- SOUTHWEST OF A POWER POLE, 5 FEET
 MN0589'WEST OF A FENCE, AND 4.8 FEET WEST-SOUTHWEST OF A WITNESS POST.
 MN0589
 MN0589                          STATION RECOVERY (1972)
 MN0589
 MN0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MN0589'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 MN0589'IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN PREVIOUSLY DESTROYED
 MN0589'BY ROAD GRADING.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 MN0589'MARKS COMPARE FAVORABLY WITH THE PREVIOUS DATA.  DUE TO
 MN0589'CONSTRUCTION OF INTERSTATE HIGHWAY 80 THIS STATION HAD TO BE MOVED
 MN0589'ABOUT 0.25 MILE WEST.  STATION BAG 2 WAS ESTABLISHED AND THE
 MN0589'DISTANCE BETWEEN THE STATION MARKS WAS MEASURED WITH A LASER
 MN0589'RANGER INSTRUMENT, REFERENCE MARKS 3, 4 AND 5 WERE
 MN0589'ESTABLISHED AND THE DISTANCE BETWEEN BAG 2 AND REFERENCE
 MN0589'MARK 5 WAS MEASURED WITH THE LASER RANGER INSTRUMENT.
 MN0589'
 MN0589'NOTE--SEE DESCRIPTION FOR STATION BAG 2 FOR DESCRIPTION OF MARKS.
 MN0589'
 MN0589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 MN0589'SOUTHWEST OF DIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0595 ***********************************************************************
 MN0595  DESIGNATION -  BAG 2
 MN0595  PID         -  MN0595
 MN0595  STATE/COUNTY-  NE/KIMBALL
 MN0595  USGS QUAD   -  OWASCO (1972)
 MN0595
 MN0595                         *CURRENT SURVEY CONTROL
 MN0595  ___________________________________________________________________
 MN0595* NAD 83(1995)-  41 13 19.30849(N)    103 32 07.31736(W)     ADJUSTED  
 MN0595* NAVD 88     -      1449.0    (meters)    4754.     (feet)  VERTCON   
 MN0595  ___________________________________________________________________
 MN0595  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 MN0595  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 MN0595
 MN0595  HORZ ORDER  -  THIRD
 MN0595
 MN0595.The horizontal coordinates were established by classical geodetic methods
 MN0595.and adjusted by the National Geodetic Survey in August 1997..
 MN0595.No horizontal observational check was made to the station.
 MN0595
 MN0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0595
 MN0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0595
 MN0595.The geoid height was determined by GEOID03.
 MN0595
 MN0595;                    North         East     Units Scale Factor Converg.
 MN0595;SPC NE       -   160,239.065   203,731.906   MT  0.99967080   -2 20 34.4
 MN0595;UTM  13      - 4,564,439.119   622,765.472   MT  0.99978549   +0 57 55.0
 MN0595
 MN0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0595!SPC NE       -   0.99977574  x   0.99967080  =   0.99944661
 MN0595!UTM  13      -   0.99977574  x   0.99978549  =   0.99956128
 MN0595
 MN0595:                Primary Azimuth Mark                     Grid Az
 MN0595:SPC NE       -  DIX MUNICIPAL TANK                       074 22 32.9
 MN0595:UTM  13      -  DIX MUNICIPAL TANK                       071 04 03.5
 MN0595
 MN0595|---------------------------------------------------------------------|
 MN0595| PID    Reference Object                     Distance      Geod. Az  |
 MN0595|                                                           dddmmss.s |
 MN0595| MN0568 DIX MUNICIPAL TANK                  APPROX. 4.3 KM 0720158.5 |
 MN0595| CP7351 BAG 2 RM 4                           12.198 METERS 07716     |
 MN0595| MN0589 BAG                                 428.638 METERS 0965245.5 |
 MN0595| MN0594 BAG 2 RM 5                          APPROX. 1.0 KM 1474328.0 |
 MN0595| CP7350 BAG 2 RM 3                           11.774 METERS 35611     |
 MN0595|---------------------------------------------------------------------|
 MN0595
 MN0595                          SUPERSEDED SURVEY CONTROL
 MN0595
 MN0595  NAD 83(1995)-  41 13 19.30727(N)    103 32 07.31664(W) AD(       ) 3
 MN0595  NAD 83(1986)-  41 13 19.30095(N)    103 32 07.31664(W) AD(       ) 3
 MN0595  NAD 27      -  41 13 19.37087(N)    103 32 05.54104(W) AD(       ) 3
 MN0595  NGVD 29 (07/19/86) 1448.3    (m)         4752.     (f) VERT ANG       
 MN0595
 MN0595.Superseded values are not recommended for survey control.
 MN0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0595.See file dsdata.txt to determine how the superseded data were derived.
 MN0595
 MN0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2276564439(NAD 83)
 MN0595_MARKER: DS = TRIANGULATION STATION DISK
 MN0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0595_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0595
 MN0595  HISTORY     - Date     Condition        Report By
 MN0595  HISTORY     - 1972     MONUMENTED       NGS
 MN0595
 MN0595                          STATION DESCRIPTION
 MN0595
 MN0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MN0595'THE STATION IS LOCATED ABOUT 7 MILES EAST AND 1 MILE SOUTH OF
 MN0595'KIMBALL, 2-1/4 MILES WEST AND 1/2 MILE SOUTH OF DIX, IN SECTION 32,
 MN0595'T 15 N, R 34 W AND ON THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY
 MN0595'80.
 MN0595'
 MN0595'TO REACH THE STATION FROM THE POST OFFICE IN DIX, GO SOUTH FOR
 MN0595'0.05 MILE THENCE GO WEST FOR 0.1 MILE TO A T-INTERSECTION.  TURN
 MN0595'LEFT AND GO SOUTH FOR 0.9 MILE TO THE DIX INTERCHANGE FOR
 MN0595'INTERSTATE HIGHWAY 80.  GO WEST ON INTERSTATE 80 FOR 2.3 MILE
 MN0595'TO TOP OF A HILL AND THE STATION ON THE RIGHT.
 MN0595'
 MN0595'THE STATION MARKS ARE STANDARD DISKS STAMPED BAG 2 1972.  THE
 MN0595'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 MN0595'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 305 FEET
 MN0595'NORTH OF THE CENTER OF INTERSTATE 80 AND 2.5 FEET EAST OF A METAL
 MN0595'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MN0595'OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 MN0595'
 MN0595'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BAG 2 1972, SET IN
 MN0595'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 MN0595'WITH THE GROUND SURFACE.  IT IS 344 FEET NORTH OF THE MEDIAN
 MN0595'OF INTERSTATE 80 AND 1.5 FEET WEST OF A METAL WITNESS POST.
 MN0595'DISK IS ALSO STAMPED NO 3.
 MN0595'
 MN0595'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BAG 2 1972, SET IN
 MN0595'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 MN0595'WITH THE GROUND SURFACE.  IT IS ABOUT 307 FEET NORTH OF THE MEDIAN
 MN0595'OF INTERSTATE 80 AND 1.5 FEET WEST OF A METAL WITNESS POST.
 MN0595'DISK IS ALSO STAMPED NO 4.
 MN0595'
 MN0595'REFERENCE MARK 5 IS A STANDARD DISK STAMPED BAG 2 NO 5 1972,
 MN0595'CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK THAT IS FLUSH
 MN0595'WITH THE GROUND SURFACE.  IT IS 59 FEET EAST OF THE CENTER OF A
 MN0595'GRAVELED ROAD, 41 FEET NORTHEAST OF A METAL WITNESS POST AND 24
 MN0595'FEET EAST OF A NORTH-SOUTH FENCE.
 MN0595'
 MN0595'TO REACH THE REFERENCE MARK 5 FROM THE STATION, GO EAST ON
 MN0595'INTERSTATE HIGHWAY 80 FOR 0.3 MILE TO A GRAVELED ROAD ON THE
 MN0595'RIGHT.  GO SOUTH ON THE GRAVELED ROAD FOR 0.5 MILE TO THE REFERENCE
 MN0595'MARK 5 ON THE LEFT IN PASTURE LAND.
 MN0595'
 MN0595'NEAREST TOWN--DIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0594 ***********************************************************************
 MN0594  DESIGNATION -  BAG 2 RM 5
 MN0594  PID         -  MN0594
 MN0594  STATE/COUNTY-  NE/KIMBALL
 MN0594  USGS QUAD   -  OWASCO (1972)
 MN0594
 MN0594                         *CURRENT SURVEY CONTROL
 MN0594  ___________________________________________________________________
 MN0594* NAD 83(1995)-  41 12 50.74496(N)    103 31 43.42764(W)     ADJUSTED  
 MN0594* NAVD 88     -      1448.1    (meters)    4751.     (feet)  VERTCON   
 MN0594  ___________________________________________________________________
 MN0594  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 MN0594  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 MN0594
 MN0594  HORZ ORDER  -  THIRD
 MN0594
 MN0594.The horizontal coordinates were established by classical geodetic methods
 MN0594.and adjusted by the National Geodetic Survey in August 1997..
 MN0594.No horizontal observational check was made to the station.
 MN0594
 MN0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0594
 MN0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0594
 MN0594.The geoid height was determined by GEOID03.
 MN0594
 MN0594;                    North         East     Units Scale Factor Converg.
 MN0594;SPC NE       -   159,336.199   204,251.762   MT  0.99967149   -2 20 18.5
 MN0594;UTM  13      - 4,563,567.656   623,336.627   MT  0.99978722   +0 58 10.2
 MN0594
 MN0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0594!SPC NE       -   0.99977588  x   0.99967149  =   0.99944745
 MN0594!UTM  13      -   0.99977588  x   0.99978722  =   0.99956315
 MN0594
 MN0594:                Primary Azimuth Mark                     Grid Az
 MN0594:SPC NE       -  BAG 2                                    330 04 02.2
 MN0594:UTM  13      -  BAG 2                                    326 45 33.5
 MN0594
 MN0594|---------------------------------------------------------------------|
 MN0594| PID    Reference Object                     Distance      Geod. Az  |
 MN0594|                                                           dddmmss.s |
 MN0594| MN0595 BAG 2                               APPROX. 1.0 KM 3274343.7 |
 MN0594|---------------------------------------------------------------------|
 MN0594
 MN0594                          SUPERSEDED SURVEY CONTROL
 MN0594
 MN0594  NAD 83(1995)-  41 12 50.74372(N)    103 31 43.42695(W) AD(       ) 3
 MN0594  NAD 83(1986)-  41 12 50.73742(N)    103 31 43.42690(W) AD(       ) 3
 MN0594  NAD 27      -  41 12 50.80706(N)    103 31 41.65332(W) AD(       ) 3
 MN0594  NGVD 29 (07/19/86) 1447.4    (m)         4749.     (f) VERT ANG       
 MN0594
 MN0594.Superseded values are not recommended for survey control.
 MN0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0594.See file dsdata.txt to determine how the superseded data were derived.
 MN0594
 MN0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2333763568(NAD 83)
 MN0594_MARKER: DR = REFERENCE MARK DISK
 MN0594_SETTING: 66 = SET IN ROCK OUTCROP
 MN0594_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MN0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MN0594+STABILITY: POSITION/ELEVATION WELL
 MN0594
 MN0594  HISTORY     - Date     Condition        Report By
 MN0594  HISTORY     - 1972     MONUMENTED       NGS
 MN0594
 MN0594                          STATION DESCRIPTION
 MN0594
 MN0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MN0594'THE STATION IS LOCATED ABOUT 7 MILES EAST AND 1 MILE SOUTH OF
 MN0594'KIMBALL, 2-1/4 MILES WEST AND 1/2 MILE SOUTH OF DIX, IN SECTION
 MN0594'32, T 15 N, R 34 W.
 MN0594'
 MN0594'TO REACH STATION BAG 2 FROM THE POST OFFICE IN DIX, GO SOUTH FOR
 MN0594'0.05 MILE THENCE GO WEST FOR 0.1 MILE TO A T-INTERSECTION.  TURN
 MN0594'LEFT AND GO SOUTH FOR 0.9 MILE TO THE DIX INTERCHANGE FOR
 MN0594'INTERSTATE HIGHWAY 80.  GO WEST ON INTERSTATE 80 FOR 2.3 MILE
 MN0594'TO TOP OF A HILL AND THE STATION ON THE RIGHT.
 MN0594'
 MN0594'TO REACH THE REFERENCE MARK 5 FROM THE STATION, GO EAST ON
 MN0594'INTERSTATE HIGHWAY 80 FOR 0.3 MILE TO A GRAVELED ROAD ON THE
 MN0594'RIGHT.  GO SOUTH ON THE GRAVELED ROAD FOR 0.5 MILE TO THE REFERENCE
 MN0594'MARK 5 ON THE LEFT IN PASTURE LAND.
 MN0594'
 MN0594'REFERENCE MARK 5 IS A STANDARD DISK STAMPED BAG 2 NO 5 1972,
 MN0594'CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK THAT IS FLUSH WITH
 MN0594'THE GROUND SURFACE.  IT IS 59 FEET EAST OF THE CENTER OF A GRAVELED
 MN0594'ROAD, 41 FEET NORTHEAST OF A METAL WITNESS POST AND 24 FEET
 MN0594'EAST OF A NORTH-SOUTH FENCE.
 MN0594'
 MN0594'NEAREST TOWN--DIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1717 ***********************************************************************
 NM1717  DESIGNATION -  BAGO
 NM1717  PID         -  NM1717
 NM1717  STATE/COUNTY-  NE/THURSTON
 NM1717  USGS QUAD   -  SALIX (1976)
 NM1717
 NM1717                         *CURRENT SURVEY CONTROL
 NM1717  ___________________________________________________________________
 NM1717* NAD 83(1995)-  42 16 00.20553(N)    096 22 26.36409(W)     ADJUSTED  
 NM1717* NAVD 88     -       420.     (meters)    1378.     (feet)  SCALED    
 NM1717  ___________________________________________________________________
 NM1717  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 NM1717  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 NM1717
 NM1717  HORZ ORDER  -  FIRST
 NM1717
 NM1717.The horizontal coordinates were established by classical geodetic methods
 NM1717.and adjusted by the National Geodetic Survey in August 1997..
 NM1717
 NM1717.The orthometric height was scaled from a topographic map.
 NM1717
 NM1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1717
 NM1717.The geoid height was determined by GEOID03.
 NM1717
 NM1717;                    North         East     Units Scale Factor Converg.
 NM1717;SPC NE       -   276,447.025   798,996.440   MT  0.99974676   +2 24 10.6
 NM1717;SPC IA N     - 1,089,194.663 1,262,937.543   MT  0.99996971   -1 56 52.2
 NM1717;UTM  14      - 4,682,730.296   716,576.687   MT  1.00017717   +1 46 00.8
 NM1717
 NM1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1717!SPC NE       -   0.99993820  x   0.99974676  =   0.99968498
 NM1717!SPC IA N     -   0.99993820  x   0.99996971  =   0.99990791
 NM1717!UTM  14      -   0.99993820  x   1.00017717  =   1.00011536
 NM1717
 NM1717:                Primary Azimuth Mark                     Grid Az
 NM1717:SPC NE       -  SALIX MUNICIPAL TANK                     054 05 57.9
 NM1717:SPC IA N     -  SALIX MUNICIPAL TANK                     058 27 00.7
 NM1717:UTM  14      -  SALIX MUNICIPAL TANK                     054 44 07.7
 NM1717
 NM1717|---------------------------------------------------------------------|
 NM1717| PID    Reference Object                     Distance      Geod. Az  |
 NM1717|                                                           dddmmss.s |
 NM1717| NM1679 SALIX MUNICIPAL TANK                APPROX. 8.6 KM 0563008.5 |
 NM1717| CO2162 BAGO RM 1                            26.275 METERS 06739     |
 NM1717| NM1665 SLOAN MUNICIPAL TANK                APPROX.12.5 KM 1070356.1 |
 NM1717| NM1666 OMAHA/SIOUX FALLS AMB 4 AWY 6       APPROX. 6.7 KM 1125258.0 |
 NM1717| NM1713 WINNEBAGO LOOKOUT TOWER             APPROX. 4.3 KM 1692510.9 |
 NM1717| NM1733 HOMER                               APPROX.14.0 KM 3105843.3 |
 NM1717| CO2164 BAGO RM 3                                          32639     |
 NM1717| CO2163 BAGO RM 2                            30.464 METERS 32707     |
 NM1717| NM1718 WINNEBAGO 2                           6.375 METERS 33147     |
 NM1717|---------------------------------------------------------------------|
 NM1717
 NM1717                          SUPERSEDED SURVEY CONTROL
 NM1717
 NM1717  NAD 83(1986)-  42 16 00.20648(N)    096 22 26.36190(W) AD(       ) 1
 NM1717  NAD 27      -  42 16 00.23400(N)    096 22 25.24500(W) AD(       ) 1
 NM1717
 NM1717.Superseded values are not recommended for survey control.
 NM1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1717.See file dsdata.txt to determine how the superseded data were derived.
 NM1717
 NM1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1657782730(NAD 83)
 NM1717_MARKER: DS = TRIANGULATION STATION DISK
 NM1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1717_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1717
 NM1717  HISTORY     - Date     Condition        Report By
 NM1717  HISTORY     - 1934     MONUMENTED       CGS
 NM1717  HISTORY     - 1943     GOOD             CGS
 NM1717  HISTORY     - 1945     GOOD             CGS
 NM1717  HISTORY     - 1948     GOOD             CGS
 NM1717
 NM1717                          STATION DESCRIPTION
 NM1717
 NM1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM1717'ABOUT 7-1/2 MILES NORTHEAST OF WINNEBAGO IN THE SOUTHERN PART
 NM1717'OF SEC. 35, T. 27 N., R. 9 E., ON LAND OWNED BY OWEN LESTER.
 NM1717'MARK IS ON THE HIGHEST BLUFF IN THE VICINITY, IN UNCULTIVATED
 NM1717'WOODY LAND.  SURFACE AND UNDERGROUND MARKS ARE SET AS DESCRIBED.
 NM1717'
 NM1717'TO REACH FROM HOMER, FROM MAIN CORNER OF TOWN GO EAST ACROSS
 NM1717'RAILROAD TRACKS AND BRIDGE, TURN LEFT 50 YARDS, THEN RIGHT (EAST)
 NM1717'0.35 MILE, THEN RIGHT FORK 2.2 MILES, THEN RIGHT FORK 0.8 MILE,
 NM1717'THEN STRAIGHT AHEAD ON LEFT FORK 1.25 MILES, THEN LEFT 0.85 MILE,
 NM1717'RIGHT 0.45 MILE, THEN LEFT (EAST) 0.5 MILE, RIGHT 0.45 MILE, LEFT
 NM1717'0.55 MILE TO GATE AT THE LESTER HOUSE.  PASS THROUGH GATE GO
 NM1717'SOUTH UP VALLEY 50 YARDS, THEN LEFT AND GO UP DRAW 0.1 MILE TO
 NM1717'GATE.  PASS THROUGH GATE AND GO LEFT ALONG FENCE 0.5 MILE,
 NM1717'BEAR RIGHT UP RIDGE 0.3 MILE TO HIGHEST POINT AND STATION.
 NM1717'
 NM1717'A 2-INCH IRON PIPE MARKED U.S. WITH NO NUMBER, IS 6.375 METERS
 NM1717'(20.92 FEET) NORTHWEST OF STATION.  THIS IS A STATION OF THE
 NM1717'MISSOURI RIVER COMMISSION AND WAS FOUND IN GOOD CONDITION.
 NM1717'
 NM1717'REFERENCE MARK NO. 1 IS 26.275 METERS (86.20 FEET)
 NM1717'NORTHEAST OF STATION.
 NM1717'
 NM1717'REFERENCE MARK NO. 2 IS 30.464 METERS (99.95 FEET)
 NM1717'NORTHWEST OF STATION.
 NM1717'
 NM1717'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS APPROXIMATELY
 NM1717'110 YARDS NORTHWEST OF STATION.
 NM1717'
 NM1717'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 NM1717
 NM1717                          STATION RECOVERY (1943)
 NM1717
 NM1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SCM)
 NM1717'THE ORIGINAL DESCRIPTION OF HOW TO REACH THE STATION IS ADEQUATE.
 NM1717'IT MIGHT BE ADDED THAT THE BLUFF AND STATION IS SOUTHEAST OF THE
 NM1717'LESTER HOUSE.
 NM1717'
 NM1717'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 NM1717'AS DESCRIBED IN GOOD CONDITION.  THE MISSOURI RIVER COMMISSION
 NM1717'STATION 20.92 FT NORTHWEST OF THE STATION BAGO WAS ALSO RECOVERED
 NM1717'IN GOOD CONDITION.
 NM1717
 NM1717                          STATION RECOVERY (1945)
 NM1717
 NM1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 NM1717'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION, AS
 NM1717'DESCRIBED.  A NEW ROUTE TO THE STATION IS AS FOLLOWS--GO E FROM
 NM1717'THE WHITE ROSE GASOLINE STATION ON THE HIGHWAY IN HOMER, FOLLOWING
 NM1717'A MAIN GRADED ROAD E AND SE 2.4 MILES.  TAKE THE RIGHT FORK
 NM1717'AND CONTINUE SE 0.8 MILE.  THEN TAKE THE LEFT FORK AND FOLLOW THE
 NM1717'MAIN GRADED ROAD 3.9 MILES TO THE OLD LESTER FARM ON THE RIGHT.
 NM1717'THIS FARM IS NOW VACANT.  TURN IN THROUGH A GATE ON THE RIGHT,
 NM1717'THEN TURN TO THE LEFT, PASSING TO THE LEFT OF A CRIB, GO SW
 NM1717'UP A SMALL CANYON KEEPING TO THE LEFT BANK AND PASS AS CLOSE
 NM1717'TO THE HOUSE AS POSSIBLE, FOLLOWING THE OLD TRAIL UP THE SIDE
 NM1717'OF THE CANYON TO THE SW OF THE MAIN DRAW, AND GO ABOUT 0.4
 NM1717'MILE TO A T-FENCE CORNER ON THE PASTURE BENCH.  FROM HERE
 NM1717'CONTINUE SW UP ALONG THE RIDGE, THROUGH THE TIMBER ABOUT 1/2
 NM1717'MILE TO THE STATION (WHICH IS ON A BALD KNOB IN THE TIMBER),
 NM1717'AND IS ABOUT 1/4 MILE S FROM THE MAIN DRAW THAT LEADS W FROM
 NM1717'THE OLD LESTER HOUSE.
 NM1717
 NM1717                          STATION RECOVERY (1948)
 NM1717
 NM1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1717'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN
 NM1717'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 NM1717'
 NM1717'STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF HOMER, 5.5
 NM1717'MILES NORTHEAST OF WINNEBAGO, ON THE SOUTHEAST END OF RIDGE, TOP
 NM1717'OF WHICH WAS UNDER CULTIVATION A FEW YEARS AGO.  THE MARK
 NM1717'PROJECTS 4 INCHES AND THE DISK IS STAMPED BAGO 1934.
 NM1717'
 NM1717'REFERENCE MARK NO. 1 IS 86.20 FEET EAST-NORTHEAST OF THE STATION,
 NM1717'IN WOODS.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BAGO
 NM1717'NO 1 1934.
 NM1717'
 NM1717'REFERENCE MARK NO. 2 IS 99.95 FEET NORTHWEST OF THE STATION,
 NM1717'IN NARROW CLEARING ALONG THE TOP OF THE RIDGE.  THE MARK
 NM1717'PROJECTS 4 INCHES AND THE DISK IS STAMPED BAGO NO 2 1934.
 NM1717'
 NM1717'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 0.05 MILE NORTHWEST
 NM1717'OF THE STATION, ALONG THE TOP OF RIDGE.  THE MARK PROJECTS 4 INCHES
 NM1717'AND THE DISK IS STAMPED BAGO AZI 1934.
 NM1717'
 NM1717'(MRC) MARK IS 20.92 FEET NORTHWEST OF THE STATION.  IT IS A 2
 NM1717'INCH PIPE (NO CAP) SET IN CONCRETE AND PROJECTS ABOUT 6 INCHES.
 NM1717'THIS IS ALSO THE SAME TYPE MARK AS THE U.S.E.D.  THE APPROXIMATE
 NM1717'CENTER OF THE PIPE WAS USED FOR MEASUREMENTS.
 NM1717'
 NM1717'TO REACH FROM THE POST OFFICE IN HOMER, GO EAST 0.1 MILE, JOG
 NM1717'LEFT ON U.S. HIGHWAY 77 FOR 50 YARDS, TURN RIGHT (EAST) ON DIRT
 NM1717'ROAD FOR 2.55 MILES TO FORKS, TAKE RIGHT FORK FOR 0.85 MILE, TAKE
 NM1717'LEFT FORK, STRAIGHT AHEAD FOLLOWING MAIN ROAD FOR 4.0 MILES TO
 NM1717'DESERTED FARM BUILDINGS ON THE RIGHT, TURN RIGHT THROUGH BARN
 NM1717'YARD TO A POINT - ABOUT 40 YARDS SOUTHWEST OF THE HOUSE WHERE
 NM1717'MAIN WASH GOES SOUTHWEST AND ANOTHER SOUTHEAST, BEAR LEFT
 NM1717'OUT OF WASH AND FOLLOW RIDGE BETWEEN THE TWO WASHES ABOUT
 NM1717'0.2 MILE TO AN EAST-WEST FENCE, TURN LEFT ALONG THE SOUTH
 NM1717'SIDE OF FENCE FOR ABOUT 0.1 MILE, BEAR RIGHT AWAY FROM THE
 NM1717'FENCE AND ACROSS HEAD OF DRAW ABOUT 0.1 MILE TO POINT OF
 NM1717'RIDGE, THEN RIGHT UP RIDGE THROUGH TIMBER ABOUT 0.4 MILE TO
 NM1717'THE HIGHEST POINT AND THE STATION.
 NM1717'
 NM1717'A 4 FOOT SIGNAL AT HOMER IS VISIBLE AT 20 FEET.
 NM1717'
 NM1717'AN 87 FOOT SIGNAL AT BLUE IS VISIBLE AT 37 FEET.
 NM1717'
 NM1717'A 74 FOOT SIGNAL AT 397 (MRC) IS VISIBLE AT 37 FEET.
 NM1717'
 NM1717'A 4 FOOT SIGNAL AT SERG 1934 IS VISIBLE AT 20 FEET.
 NM1717'
 NM1717'A 4 FOOT SIGNAL AT BROWN IS VISIBLE AT 37 FEET.
 NM1717'
 NM1717'A 100 FOOT SIGNAL AT SALIX IS VISIBLE AT 37 FEET.
 NM1717'
 NM1717'A 100 FOOT SIGNAL AT SLOAN IS VISIBLE AT 20 FEET.
 NM1717'
 NM1717'A 74 FOOT SIGNAL AT ALBATON IS VISIBLE AT 20 FEET.
 NM1717'
 NM1717'A 74 FOOT SIGNAL AT 392 (MRC) IS VISIBLE AT 77 FEET.
 NM1717'
 NM1717'NOTE-THE 1948 DIRECTION TO R.M. NO. 3 (AZIMUTH MARK) WAS
 NM1717'CHECKED AND FOUND TO BE CORRECT.
 NM1717'
 NM1717'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0498 ***********************************************************************
 NO0498  DESIGNATION -  BAILEY
 NO0498  PID         -  NO0498
 NO0498  STATE/COUNTY-  NE/CHERRY
 NO0498  USGS QUAD   -  WILD MARE LAKE (1990)
 NO0498
 NO0498                         *CURRENT SURVEY CONTROL
 NO0498  ___________________________________________________________________
 NO0498* NAD 83(1995)-  42 42 54.54357(N)    101 36 55.94546(W)     ADJUSTED  
 NO0498* NAVD 88     -      1099.     (meters)    3606.     (feet)  SCALED    
 NO0498  ___________________________________________________________________
 NO0498  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 NO0498  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 NO0498
 NO0498  HORZ ORDER  -  SECOND
 NO0498
 NO0498.The horizontal coordinates were established by classical geodetic methods
 NO0498.and adjusted by the National Geodetic Survey in August 1997..
 NO0498
 NO0498.The orthometric height was scaled from a topographic map.
 NO0498
 NO0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0498
 NO0498.The geoid height was determined by GEOID03.
 NO0498
 NO0498;                    North         East     Units Scale Factor Converg.
 NO0498;SPC NE       -   321,215.560   367,683.719   MT  0.99988187   -1 04 14.2
 NO0498;UTM  14      - 4,732,500.967   285,823.415   MT  1.00016439   -1 46 29.8
 NO0498
 NO0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0498!SPC NE       -   0.99983065  x   0.99988187  =   0.99971254
 NO0498!UTM  14      -   0.99983065  x   1.00016439  =   0.99999501
 NO0498
 NO0498:                Primary Azimuth Mark                     Grid Az
 NO0498:SPC NE       -  BAILEY AZ MK                             015 33 57.0
 NO0498:UTM  14      -  BAILEY AZ MK                             016 16 12.6
 NO0498
 NO0498|---------------------------------------------------------------------|
 NO0498| PID    Reference Object                     Distance      Geod. Az  |
 NO0498|                                                           dddmmss.s |
 NO0498| CP9555 BAILEY AZ MK                                       0142942.8 |
 NO0498| CP9556 BAILEY RM 1                          19.833 METERS 16340     |
 NO0498| CP9557 BAILEY RM 2                          17.195 METERS 32723     |
 NO0498|---------------------------------------------------------------------|
 NO0498
 NO0498                          SUPERSEDED SURVEY CONTROL
 NO0498
 NO0498  NAD 83(1986)-  42 42 54.53808(N)    101 36 55.95157(W) AD(       ) 2
 NO0498  NAD 27      -  42 42 54.56000(N)    101 36 54.39200(W) AD(       ) 2
 NO0498
 NO0498.Superseded values are not recommended for survey control.
 NO0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0498.See file dsdata.txt to determine how the superseded data were derived.
 NO0498
 NO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN8582332501(NAD 83)
 NO0498_MARKER: DS = TRIANGULATION STATION DISK
 NO0498_SETTING: 0 = UNSPECIFIED SETTING
 NO0498
 NO0498  HISTORY     - Date     Condition        Report By
 NO0498  HISTORY     - 1946     MONUMENTED       CGS
 NO0498  HISTORY     - 1949     GOOD             CGS
 NO0498
 NO0498                          STATION DESCRIPTION
 NO0498
 NO0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0498'LOCATED ABOUT 14-3/4 MILES SOUTH-SOUTHEAST OF MERRIMAN ON
 NO0498'THE HIGHEST POINT OF A PROMINENT NORTH-SOUTH SAND RIDGE AND
 NO0498'55 FEET NORTHEAST OF A LARGE SAND PIT.  IT IS A STANDARD DISK
 NO0498'WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.
 NO0498'IT IS STAMPED BAILEY 1946.
 NO0498'
 NO0498'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE LARGE SAND PIT
 NO0498'AND 15 FEET WEST OF THE EAST EDGE OF THE SAND RIDGE.  IT IS
 NO0498'AT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK
 NO0498'WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.
 NO0498'IT IS STAMPED BAILEY NO 1 1946.
 NO0498'
 NO0498'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE SAND RIDGE
 NO0498'AND ABOUT 8 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 NO0498'DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS
 NO0498'10 INCHES.  IT IS STAMPED BAILEY NO 2 1946.
 NO0498'
 NO0498'THE AZIMUTH MARK IS NEAR THE CENTER OF A LOW NORTHWEST-SOUTHEAST
 NO0498'SAND RIDGE AND 3 FEET SOUTHEAST OF A REFERENCE POST.  IT IS
 NO0498'A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT
 NO0498'PROJECTS 18 INCHES.  IT IS STAMPED BAILEY 1946.
 NO0498'
 NO0498'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NO0498'AND STATE HIGHWAY NO. 61 AT THE NORTH EDGE OF THE MAIN STREET
 NO0498'OF MERRIMAN, GO SOUTH ON THE MAIN STREET PAST THE WATER TANK
 NO0498'FOR 5.5 MILES.  THEN LEFT FORK, SOUTHEAST, FOR 4.25 MILES TO
 NO0498'THE BRIDGE OVER THE NIOBRARA RIVER.  CONTINUE SOUTHERLY FOR
 NO0498'0.7 MILE.  THEN RIGHT FORK, SOUTH, FOR 1.0 MILE TO A CROSSROAD.
 NO0498'CONTINUE SOUTH ON THE MAIN TRAVELED ROAD FOR 0.85 MILE TO A
 NO0498'DIM TRACK ROAD THAT CROSSES THE MAIN TRAVELED ROAD DIAGONALLY.
 NO0498'CONTINUE SOUTH ON THE MAIN TRAVELED ROAD FOR 0.9 MILE.  THEN
 NO0498'LEFT FORK, EASTERLY, FOR 0.4 MILE.  THEN RIGHT ON THE MAIN
 NO0498'TRAVELED ROAD FOR 2.0 MILES.  THEN RIGHT FORK, SOUTHERLY, FOR
 NO0498'0.5 MILE TO A POINT ABOUT 50 YARDS EAST OF A WINDMILL.
 NO0498'CONTINUE, SOUTHERLY, FOR 1.45 MILES.  THEN RIGHT FORK,
 NO0498'SOUTH, FOR 0.15 MILE.  THEN RIGHT FORK, WESTERLY, FOR 0.65
 NO0498'MILE TO A WINDMILL.  TURN LEFT, SOUTHERLY, ACROSS COUNTRY FOR
 NO0498'0.7 MILE TO THE AZIMUTH MARK.  CONTINUE SOUTHERLY FOR 0.25 MILE
 NO0498'TO THE HIGHEST POINT AND THE STATION.
 NO0498
 NO0498                          STATION RECOVERY (1949)
 NO0498
 NO0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0498'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 NO0498'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 NO0498'
 NO0498'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 NO0498'
 NO0498'THE STATION IS LOCATED ABOUT 15.0 MILES SOUTH-SOUTHEAST OF
 NO0498'MERRIMAN.  IT IS ON THE SOUTH END OF NORTH-SOUTH RIDGE AT ITS
 NO0498'HIGHEST POINT AND 55 FEET NORTHEAST OF A LARGE SAND BLOW-OUT.
 NO0498'IT IS A STANDARD DISK STAMPED BAILEY 1946 WELDED TO THE TOP
 NO0498'OF A 3 INCH IRON PIPE THAT PROJECTS 10 INCHES.
 NO0498'
 NO0498'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 30
 NO0498'FEET EAST OF LARGE SAND BLOW-OUT, AND 15 FEET WEST OF THE
 NO0498'EAST EDGE OF RIDGE.  IT IS A STANDARD DISK STAMPED BAILEY NO 1
 NO0498'1946 WELDED TO THE TOP OF A 3 INCH IRON PIPE.  IT PROJECTS 4
 NO0498'INCHES.
 NO0498'
 NO0498'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, ON THE NORTH
 NO0498'SLOPE OF THE HILL, AND ABOUT 8 FEET LOWER THAN THE STATION IN
 NO0498'ELEVATION.  IT IS A STANDARD DISK STAMPED BAILEY NO 2 1946
 NO0498'WELDED TO THE TOP OF A 3 INCH IRON PIPE.  IT PROJECTS 14 INCHES.
 NO0498'
 NO0498'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, ON THE
 NO0498'TOP OF A SMALL KNOLL.  IT IS A STANDARD DISK STAMPED BAILEY
 NO0498'1946 WELDED TO THE TOP OF A 3 INCH IRON PIPE.  IT PROJECTS
 NO0498'18 INCHES.
 NO0498'
 NO0498'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NO0498'STATE HIGHWAY 61 IN MERRIMAN, GO SOUTH ON MAIN ROAD, PASSING
 NO0498'TO THE LEFT OF WATER TANK FOR 7.5 MILES TO FORKS, TAKE EXTREME
 NO0498'LEFT FORK FOR 3.0 MILES TO T-ROAD, TURN RIGHT ON MAIN ROAD AND
 NO0498'GO SOUTH FOR 1.0 MILE TO BRIDGE OVER THE NIOBRARA RIVER, CROSS
 NO0498'BRIDGE AND CONTINUE ON MAIN ROAD FOR 0.6 MILE TO FORKS, TAKE
 NO0498'RIGHT FORK ON MAIN ROAD FOR 0.9 MILE TO CROSSROADS, CONTINUE
 NO0498'SOUTH ON MAIN ROAD FOR 0.85 MILE TO FORKS, TAKE RIGHT FORK
 NO0498'STRAIGHT AHEAD FOR 2.4 MILES TO A CATTLE GUARD, CONTINUE ON
 NO0498'MAIN ROAD FOR 0.9 MILE TO FORKS, TAKE RIGHT FORK FOR 0.55
 NO0498'MILE TO A WINDMILL ON THE RIGHT, CONTINUE ON MAIN ROAD FOR
 NO0498'0.6 MILE TO A CATTLE GUARD, CONTINUE ON MAIN ROAD FOR 0.9
 NO0498'MILE TO A CATTLE GUARD, CROSS GUARD AND GO 0.05 MILE TO
 NO0498'DIM TRACK ROAD RIGHT, TURN RIGHT ON DIM TRACK ROAD AND GO WEST
 NO0498'FOR 0.7 MILE TO A WINDMILL, TURN LEFT OFF TRACK ROAD AND
 NO0498'PICK WAY SOUTHERLY FOR 0.7 MILE TO THE AZIMUTH MARK ON
 NO0498'KNOLL AS DESCRIBED, CONTINUE SOUTHERLY FOR 0.25 MILE TO THE
 NO0498'HIGHEST POINT OF RIDGE AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1734 ***********************************************************************
 NM1734  DESIGNATION -  BAIRD RESET
 NM1734  PID         -  NM1734
 NM1734  STATE/COUNTY-  NE/DAKOTA
 NM1734  USGS QUAD   -  EMERSON SE (1967)
 NM1734
 NM1734                         *CURRENT SURVEY CONTROL
 NM1734  ___________________________________________________________________
 NM1734* NAD 83(1995)-  42 21 01.68995(N)    096 30 13.47663(W)     ADJUSTED  
 NM1734* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 NM1734  ___________________________________________________________________
 NM1734  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 NM1734  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 NM1734
 NM1734  HORZ ORDER  -  THIRD
 NM1734
 NM1734.The horizontal coordinates were established by classical geodetic methods
 NM1734.and adjusted by the National Geodetic Survey in August 1997..
 NM1734
 NM1734.The orthometric height was scaled from a topographic map.
 NM1734
 NM1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1734
 NM1734.The geoid height was determined by GEOID03.
 NM1734
 NM1734;                    North         East     Units Scale Factor Converg.
 NM1734;SPC NE       -   285,298.871   787,927.082   MT  0.99976729   +2 19 01.1
 NM1734;SPC IA N     - 1,098,862.938 1,252,569.613   MT  0.99996061   -2 02 08.8
 NM1734;UTM  14      - 4,691,707.861   705,601.871   MT  1.00012014   +1 40 56.0
 NM1734
 NM1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1734!SPC NE       -   0.99993848  x   0.99976729  =   0.99970578
 NM1734!SPC IA N     -   0.99993848  x   0.99996061  =   0.99989909
 NM1734!UTM  14      -   0.99993848  x   1.00012014  =   1.00005861
 NM1734
 NM1734:                Primary Azimuth Mark                     Grid Az
 NM1734:SPC NE       -  SERG                                     060 07 32.9
 NM1734:SPC IA N     -  SERG                                     064 28 42.8
 NM1734:UTM  14      -  SERG                                     060 45 38.0
 NM1734
 NM1734|---------------------------------------------------------------------|
 NM1734| PID    Reference Object                     Distance      Geod. Az  |
 NM1734|                                                           dddmmss.s |
 NM1734| NM1668 SERG                                APPROX.14.2 KM 0622634.0 |
 NM1734| CO2165 BAIRD RM 1                            8.436 METERS 07346     |
 NM1734| NM1733 HOMER                               203.630 METERS 13600     |
 NM1734| CO2166 BAIRD RM 2                            6.362 METERS 18820     |
 NM1734|---------------------------------------------------------------------|
 NM1734
 NM1734                          SUPERSEDED SURVEY CONTROL
 NM1734
 NM1734  NAD 83(1986)-  42 21 01.69284(N)    096 30 13.47867(W) AD(       ) 3
 NM1734  NAD 27      -  42 21 01.71000(N)    096 30 12.34200(W) AD(       ) 3
 NM1734
 NM1734.Superseded values are not recommended for survey control.
 NM1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1734.See file dsdata.txt to determine how the superseded data were derived.
 NM1734
 NM1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM0560291708(NAD 83)
 NM1734_MARKER: DD = SURVEY DISK
 NM1734_SETTING: 0 = UNSPECIFIED SETTING
 NM1734
 NM1734  HISTORY     - Date     Condition        Report By
 NM1734  HISTORY     - 1948     MONUMENTED       MORC
 NM1734
 NM1734                          STATION DESCRIPTION
 NM1734
 NM1734'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (MEW)
 NM1734'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF HOMER, ON A
 NM1734'HIGH POINT OF THE BLUFFS OVERLOOKING THE MISSOURI RIVER
 NM1734'VALLEY.  IT IS ABOUT 0.1 MILE NORTHWEST OF TRIANGULATION
 NM1734'STATION HOMER, AND ABOUT 0.4 MILE NORTHWEST OF THE HOME OF
 NM1734'MR. S.L. STUBBLEFIELD, WHO LIVES AT THE FOOT OF THE BLUFFS.
 NM1734'IT IS 56 FEET SOUTHWEST OF A TRIANGLE-BLAZED 14 INCH OAK TREE,
 NM1734'AND 8 FEET SOUTH OF AN EAST-WEST FENCE LINE.  THE DISK IS
 NM1734'STAMPED BAIRD MRC 1948 AND PROJECTS 4 INCHES.  THIS STATION IS
 NM1734'THE SAME AS MRC STATION BAIRD 1890.  THE DISK IS SET IN
 NM1734'THE TOP OF A MRC STATION PIPE.
 NM1734'
 NM1734'REFERENCE MARK NO. 1 IS 27.67 FEET EAST OF THE STATION, AND
 NM1734'6 INCHES SOUTH OF THE FENCE LINE.  THE DISK IS STAMPED BAIRD
 NM1734'MRC NO 1 1948 AND PROJECTS 2 INCHES.
 NM1734'
 NM1734'REFERENCE MARK NO. 2 IS 20.87 FEET SOUTHWEST OF THE STATION.
 NM1734'THE DISK IS STAMPED BAIRD MRC NO 2 1948 AND PROJECTS 4 INCHES.
 NM1734'
 NM1734'TRIANGULATION STATION HOMER WAS USED AS THE AZIMUTH MARK.  IT
 NM1734'IS ABOUT 0.1 MILE SOUTHEAST OF THE STATION, ON THE FIRST BARE
 NM1734'KNOLL.
 NM1734'
 NM1734'TO REACH THE STATION FROM THE POST OFFICE IN HOMER, GO EAST ON
 NM1734'THE MAIN STREET FOR 1 BLOCK TO THE WEST END OF A CONCRETE
 NM1734'BRIDGE.  TURN LEFT AND FOLLOW THE DIRT ROAD FOR 1.55 MILES
 NM1734'TO A FORK.  TAKE THE LEFT FORK, NORTH, FOR 0.6 MILE TO THE HOME OF
 NM1734'MR. S.L. STUBBLEFIED ON THE LEFT AND THE END OF TRUCK TRAVEL.
 NM1734'FROM HERE PACK NORTHWESTERLY ALONG AN OLD ROAD FOR ABOUT 0.3
 NM1734'MILE TO THE TOP OF THE RIDGE.  BEAR RIGHT ALONG THE TOP OF THE
 NM1734'RIDGE FOR ABOUT 40 YARDS TO TRIANGULATION STATION HOMER.
 NM1734'CONTINUE NORTHWESTERLY ALONG THE TOP OF THE RIDGE FOR
 NM1734'ABOUT 0.1 MILE TO THE TOP OF A SMALL KNOLL AND THE STATION
 NM1734'AS DESCRIBED.
 NM1734'
 NM1734'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0437 ***********************************************************************
 NO0437  DESIGNATION -  BAKER
 NO0437  PID         -  NO0437
 NO0437  STATE/COUNTY-  NE/CHERRY
 NO0437  USGS QUAD   -  ELL LAKE (1985)
 NO0437
 NO0437                         *CURRENT SURVEY CONTROL
 NO0437  ___________________________________________________________________
 NO0437* NAD 83(1995)-  42 38 38.08227(N)    100 35 17.13734(W)     ADJUSTED  
 NO0437* NAVD 88     -       925.8    (meters)    3037.     (feet)  VERTCON   
 NO0437  ___________________________________________________________________
 NO0437  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 NO0437  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 NO0437
 NO0437  HORZ ORDER  -  FIRST
 NO0437
 NO0437.The horizontal coordinates were established by classical geodetic methods
 NO0437.and adjusted by the National Geodetic Survey in August 1997..
 NO0437
 NO0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0437
 NO0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0437
 NO0437.The geoid height was determined by GEOID03.
 NO0437
 NO0437;                    North         East     Units Scale Factor Converg.
 NO0437;SPC NE       -   312,230.635   451,777.590   MT  0.99985626   -0 23 23.0
 NO0437;UTM  14      - 4,722,495.475   369,810.727   MT  0.99980853   -1 04 33.6
 NO0437
 NO0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0437!SPC NE       -   0.99985820  x   0.99985626  =   0.99971448
 NO0437!UTM  14      -   0.99985820  x   0.99980853  =   0.99966676
 NO0437
 NO0437:                Primary Azimuth Mark                     Grid Az
 NO0437:SPC NE       -  VALENTINE MUNICIPAL TANK                 006 29 03.0
 NO0437:UTM  14      -  VALENTINE MUNICIPAL TANK                 007 10 13.6
 NO0437
 NO0437|---------------------------------------------------------------------|
 NO0437| PID    Reference Object                     Distance      Geod. Az  |
 NO0437|                                                           dddmmss.s |
 NO0437| NO0432 VALENTINE MUNICIPAL TANK            APPROX.27.3 KM 0060540.0 |
 NO0437| CO2168 BAKER RM 1                           14.510 METERS 09508     |
 NO0437| CO2169 BAKER RM 2                           16.339 METERS 19347     |
 NO0437| CO2167 BAKER RM 3 AZIMUTH                                 3120102.3 |
 NO0437| OS0706 LAKEVIEW CH SPIRE SW PART           APPROX.48.7 KM 3462914.1 |
 NO0437|---------------------------------------------------------------------|
 NO0437
 NO0437                          SUPERSEDED SURVEY CONTROL
 NO0437
 NO0437  NAD 83(1986)-  42 38 38.08337(N)    100 35 17.14601(W) AD(       ) 1
 NO0437  NAD 27      -  42 38 38.06900(N)    100 35 15.67000(W) AD(       ) 1
 NO0437  NGVD 29 (07/19/86)  925.5    (m)         3036.     (f) VERT ANG       
 NO0437
 NO0437.Superseded values are not recommended for survey control.
 NO0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0437.See file dsdata.txt to determine how the superseded data were derived.
 NO0437
 NO0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6981122495(NAD 83)
 NO0437_MARKER: DS = TRIANGULATION STATION DISK
 NO0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0437
 NO0437  HISTORY     - Date     Condition        Report By
 NO0437  HISTORY     - 1933     MONUMENTED       CGS
 NO0437  HISTORY     - 1949     GOOD             CGS
 NO0437
 NO0437                          STATION DESCRIPTION
 NO0437
 NO0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0437'ABOUT 16 MILES SOUTH OF VALENTINE IN SOUTHEAST QUARTER SEC.
 NO0437'22, T. 31 N., R. 28 W., ON SUMMIT OF LARGE SAND RIDGE IN
 NO0437'PASTURE.
 NO0437'
 NO0437'REACHED FROM VALENTINE BY FOLLOWING U.S. HIGHWAY 20 SOUTHEAST
 NO0437'5.3 MILES TO JUNCTION WITH U.S. HIGHWAY 183.  TURN RIGHT,
 NO0437'WEST, ON U.S. HIGHWAY 183 AND FOLLOW SOUTHWEST 14.0 MILES TO
 NO0437'POINT WHERE MAIN ROAD TURNS SOUTHWEST, JUST SOUTH OF RANCH IN
 NO0437'GROVE ON LEFT.  FOLLOW TRAIL LEADING SOUTH 0.1 MILE, KEEP
 NO0437'RIGHTHAND STRAIGHT-AHEAD FORK 1.7 MILES, TAKE LEFT FORK,
 NO0437'EAST, 1.0 MILE.  FROM HERE FOLLOW TRAILS AND PICK WAY UP LONG
 NO0437'RIDGE, 0.5 MILE, SOUTHEAST TO HIGHEST POINT AND STATION.
 NO0437'
 NO0437'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NO0437'TABLETS SET IN CONCRETE AND DESCRIBED.
 NO0437'
 NO0437'REFERENCE MARK NO. 1 IS EAST AND SOUTH OF STATION ON POINT
 NO0437'WHERE HILL DROPS OFF TO SOUTHEAST.
 NO0437'
 NO0437'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION ON NARROW RIDGE
 NO0437'WHICH RUNS EAST AND WEST.
 NO0437'
 NO0437'REFERENCE MARK NO. 3 (AZIMUTH) IS NORTHWEST OF STATION IN
 NO0437'VALLEY AT WEST BASE OF RIDGE THAT STATION IS ON, IN EAST-AND-WEST
 NO0437'FENCE AND 12 FEET WEST OF NORTH-AND-SOUTH FENCE.
 NO0437'
 NO0437'HEIGHT OF LIGHT ABOVE STATION MARK - 1.13 METERS.
 NO0437
 NO0437                          STATION RECOVERY (1949)
 NO0437
 NO0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0437'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NO0437'AND AZIMUTH MARK, RECOVERED AND FOUND
 NO0437'IN GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NO0437'
 NO0437'THE STATION IS LOCATED ABOUT 16.0 MILES SOUTH OF VALENTINE,
 NO0437'2-3/4 MILES WEST OF U.S. HIGHWAY 83 AND 0.6 MILE SOUTH OF
 NO0437'A HARD SURFACED ROAD ALONG SECTION LINE TO THE NORTH, ON
 NO0437'THE HIGHEST POINT OF A LARGE SAND RIDGE IN A PASTURE.  IT IS
 NO0437'55 FEET NORTH OF THE SOUTH END OF THE RIDGE AND 1 FOOT NORTHWEST
 NO0437'OF WITNESS POST, STAMPED BAKER 1933 AND PROJECTS 8 INCHES.
 NO0437'
 NO0437'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, SET
 NO0437'ON THE EAST SLOPE OF THE RIDGE AND ABOUT 2-1/2 FEET LOWER IN
 NO0437'ELEVATION THAN STATION MARK.  IT IS STAMPED BAKER NO 1 1933
 NO0437'AND PROJECTS 5 INCHES.
 NO0437'
 NO0437'REFERENCE MARK NO 2 IS SOUTH OF THE STATION ABOUT 5 FEET
 NO0437'NORTH OF THE SOUTH EDGE OF THE RIDGE AND ON ABOUT THE SAME
 NO0437'ELEVATION AS THE STATION MARK.  IT IS STAMPED BAKER NO 2 1933
 NO0437'AND PROJECTS 4 INCHES.
 NO0437'
 NO0437'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 NO0437'NO 2 IS 76.99 FEET.
 NO0437'
 NO0437'THE AZIMUTH MARK IS ABOUT 3/4 MILE NORTHWEST OF THE STATION,
 NO0437'0.2 MILE SOUTH OF THE HARD SURFACED ROAD, 18 FEET WEST OF
 NO0437'FENCE CORNER, 2 FEET SOUTH OF EAST-WEST FENCE LINE AND 1
 NO0437'FOOT EAST OF WITNESS POST.  IT IS STAMPED BAKER NO 3 1933
 NO0437'AND PROJECTS 4 INCHES.
 NO0437'
 NO0437'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 NO0437'20 AND 83 ABOUT 5.5 MILES EAST OF VALENTINE, GO SOUTHWEST
 NO0437'AND SOUTH ON U.S. HIGHWAY 83 TOWARDS THEDFORD FOR 11.5 MILES
 NO0437'TO HARD SURFACED T-ROAD RIGHT AND SIGN BY THE WAY RANCH,
 NO0437'TURN RIGHT AND GO WEST ON HARD SURFACED ROAD FOR 2.4 MILES
 NO0437'TO GATE IN FENCE LINE ON THE SOUTH SIDE OF ROAD, (CONTINUE
 NO0437'WEST ON HARD SURFACED ROAD FOR 0.65 MILE, TURN LEFT AND GO
 NO0437'SOUTH ACROSS PASTURE ON WEST SIDE OF FENCE LINE FOR 0.2 MILE
 NO0437'TO THE AZIMUTH MARK AS DESCRIBED), TURN LEFT THROUGH GATE,
 NO0437'THENCE RIGHT ALONG THE SOUTH SIDE OF FENCE LINE AND GO WEST
 NO0437'FOR ABOUT 0.25 MILE, THENCE ANGLE LEFT AND FOLLOW RIDGE
 NO0437'SOUTH FOR 0.5 MILE TO TRIANGLE BLAZED FENCE POST IN
 NO0437'EAST-WEST FENCE LINE, LET FENCE LINE DOWN AND CONTINUE SOUTH
 NO0437'ALONG RIDGE FOR ABOUT 600 FEET TO THE STATION AS DESCRIBED.
 NO0437'
 NO0437'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0499 ***********************************************************************
 NO0499  DESIGNATION -  BALFE
 NO0499  PID         -  NO0499
 NO0499  STATE/COUNTY-  NE/CHERRY
 NO0499  USGS QUAD   -  WILD MARE LAKE SE (1990)
 NO0499
 NO0499                         *CURRENT SURVEY CONTROL
 NO0499  ___________________________________________________________________
 NO0499* NAD 83(1995)-  42 30 17.52826(N)    101 34 12.06497(W)     ADJUSTED  
 NO0499* NAVD 88     -      1145.     (meters)    3757.     (feet)  SCALED    
 NO0499  ___________________________________________________________________
 NO0499  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 NO0499  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 NO0499
 NO0499  HORZ ORDER  -  SECOND
 NO0499
 NO0499.The horizontal coordinates were established by classical geodetic methods
 NO0499.and adjusted by the National Geodetic Survey in August 1997..
 NO0499
 NO0499.The orthometric height was scaled from a topographic map.
 NO0499
 NO0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0499
 NO0499.The geoid height was determined by GEOID03.
 NO0499
 NO0499;                    North         East     Units Scale Factor Converg.
 NO0499;SPC NE       -   297,795.131   370,987.588   MT  0.99981079   -1 02 25.6
 NO0499;UTM  14      - 4,709,034.595   288,841.662   MT  1.00014862   -1 44 13.5
 NO0499
 NO0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0499!SPC NE       -   0.99982342  x   0.99981079  =   0.99963425
 NO0499!UTM  14      -   0.99982342  x   1.00014862  =   0.99997202
 NO0499
 NO0499|---------------------------------------------------------------------|
 NO0499| PID    Reference Object                     Distance      Geod. Az  |
 NO0499|                                                           dddmmss.s |
 NO0499| CP9560 BALFE RM 2                           68.027 METERS 01144     |
 NO0499| CP9558 BALFE AZ MK                                        2542741.3 |
 NO0499| CP9559 BALFE RM 1                           21.385 METERS 31648     |
 NO0499|---------------------------------------------------------------------|
 NO0499
 NO0499                          SUPERSEDED SURVEY CONTROL
 NO0499
 NO0499  NAD 83(1986)-  42 30 17.52431(N)    101 34 12.07001(W) AD(       ) 2
 NO0499  NAD 27      -  42 30 17.56000(N)    101 34 10.47100(W) AD(       ) 2
 NO0499
 NO0499.Superseded values are not recommended for survey control.
 NO0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0499.See file dsdata.txt to determine how the superseded data were derived.
 NO0499
 NO0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN8884209035(NAD 83)
 NO0499_MARKER: DS = TRIANGULATION STATION DISK
 NO0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0499
 NO0499  HISTORY     - Date     Condition        Report By
 NO0499  HISTORY     - 1946     MONUMENTED       CGS
 NO0499  HISTORY     - 1949     GOOD             CGS
 NO0499
 NO0499                          STATION DESCRIPTION
 NO0499
 NO0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0499'THE STATION IS ON A SHARP SANDY RIDGE (NUMEROUS BLOWOUTS ON
 NO0499'WEST SIDE) WHICH IS THE HIGHEST POINT IN THE VICINITY.  IT
 NO0499'IS IN SECTION 8, T 29 N, R 36 W, AND IS ABOUT 29.5 MILES SOUTH
 NO0499'OF MERRIMAN.  IT IS STAMPED BALFE 1946 AND PROJECTS 10 INCHES.
 NO0499'
 NO0499'REFERENCE MARK NO. 1 IS ON THE WEST-SOUTHWEST END OF THE SAME
 NO0499'RIDGE AS THE STATION AND IS APPROXIMATELY AT THE SAME ELEVATION.
 NO0499'IT IS STAMPED BALFE NO 1 1946 AND PROJECTS 8 INCHES.
 NO0499'
 NO0499'REFERENCE MARK NO. 2 IS ON THE NORTHEAST SLOPE OF THE MAIN
 NO0499'RIDGE AND IS ABOUT 30 FEET BELOW STATION ELEVATION.  IT IS
 NO0499'STAMPED BALFE NO 2 1946 AND PROJECTS 6 INCHES.
 NO0499'
 NO0499'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE WEST-SOUTHWEST OF THE
 NO0499'STATION ON LEVEL GROUND OF A CATTLE PASTURE.  IT IS 5.5 FEET
 NO0499'NORTH OF AN EAST-WEST FENCE, 22 FEET EAST OF A WIRE GATE, AND
 NO0499'2 FEET EAST OF A 4 X 4-INCH WITNESS POST.  IT IS STAMPED BALFE
 NO0499'1946 AND PROJECTS 9 INCHES.
 NO0499'
 NO0499'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NO0499'AND STATE HIGHWAY NO. 27, WHICH IS 0.4 MILE SOUTH OF THE POST
 NO0499'OFFICE IN GORDON, GO SOUTH ON STATE HIGHWAY NO. 27 FOR 9.5
 NO0499'MILES TO A ROAD LEFT.  TURN LEFT, EAST, (THERE ARE SEVERAL SIGNS
 NO0499'ON A POLE AND A MAILBOX BEARING THE NAME, WILMER RUSSELL AT
 NO0499'THIS POINT).  CONTINUE EAST ON TRACK ROAD FOR 3.9 MILES.  TAKE
 NO0499'RIGHT FORK, STRAIGHT AHEAD, ON MAIN ROAD FOR 1.4 MILES.  TAKE
 NO0499'LEFT FORK FOR 2.75 MILES TO A FORK AND A SIGN ON A TALL METAL
 NO0499'POLE ON THE RIGHT.  TAKE LEFT FORK, STRAIGHT AHEAD, FOR 0.1
 NO0499'MILE THEN STRAIGHT AHEAD ON RIGHT FORK FOR 3.85 MILES.  TAKE
 NO0499'LEFT FORK FOR 3.85 MILES.  TAKE LEFT FORK FOR 0.1 MILE TO
 NO0499'A CROSSROAD.  CONTINUE EAST ON THE MAIN TRAVELED ROAD FOR
 NO0499'2.15 MILES TO A FORK AT A CATTLE GUARD.  CONTINUE STRAIGHT
 NO0499'AHEAD, EASTERLY, FOR 1.35 MILES TO ANOTHER FORK AT A CATTLE
 NO0499'GUARD, CONTINUE EASTERLY ON RIGHT FORK FOR 0.6 MILE, THEN
 NO0499'TAKE LEFT FORK FOR 1.7 MILES TO A CATTLE GUARD AND A SHED
 NO0499'TO THE LEFT.  CONTINUE EASTERLY FOR 1.7 MILES TO A FORK,
 NO0499'TAKE RIGHT FORK, STRAIGHT AHEAD, FOR 1.2 MILES TO A FORK
 NO0499'AT A CATTLE GUARD, THEN STRAIGHT AHEAD ON LEFT FORK FOR
 NO0499'1.25 MILES TO A WINDMILL.  CONTINUE EASTERLY ON MAIN TRAVELED
 NO0499'ROAD FOR 0.95 MILE TO A CATTLE GUARD AND A MAIL BOX WHICH
 NO0499'BEARS THE NAME, C.A. GEISLER.  FOLLOW THE MAIN TRAVELED ROAD
 NO0499'FOR 4.15 MILES TO A FORK, CONTINUE ON RIGHT FORK FOR 0.6 MILE
 NO0499'TO A FORK, TAKE LEFT FORK FOR 1.8 MILES TO A BRIDGE,
 NO0499'CONTINUE FOR 1.0 MILE TO A REVERSE Y ON THE RIGHT, CONTINUE 0.4 MILE
 NO0499'TO A RANCH ON THE LEFT.  CONTINUE EASTERLY ON THE MAIN
 NO0499'TRAVELED ROAD FOR 4.2 MILES TO SAULTS RANCH, PASS
 NO0499'THROUGH THE RANCH YARD, CROSSING TWO CATTLE GUARDS AND
 NO0499'THROUGH A BOARD GATE, FOR 0.1 MILE TO A DIM FORK LEFT, TAKE
 NO0499'TWO CATTLE GUARDS AND THROUGH A BOARD GATE, FOR 0.1 MILE TO
 NO0499'A DIM FORK LEFT, TAKE LEFT FORK AND DRIVE ACROSS MEADOW FOR
 NO0499'0.25 MILE TO A WIRE GATE IN AN EAST-WEST FENCE LINE, TURN LEFT
 NO0499'THROUGH GATE AND FOLLOW A VERY SANDY ROAD NORTHERLY, THROUGH
 NO0499'A PASS, FOR 0.55 MILE TO AN ABANDONDED RANCH.  PASS THROUGH
 NO0499'A WIRE GATE JUST LEFT OF A WINDMILL AND FOLLOW THE ROAD
 NO0499'NORTHERLY FOR ABOUT 0.15 MILE, HERE LEAVE THE ROAD TURNING
 NO0499'RIGHT, NORTHERLY, ALONG A FENCE LINE FOR 0.15 MILE TO A GATE IN A
 NO0499'NORTH-SOUTH FENCE, ABOUT 75 YARDS SOUTH OF A FENCE CORNER,
 NO0499'PASS THROUGH GATE AND FOLLOW A DIM ROAD EAST FOR 0.55 MILE
 NO0499'TO A GATE, PASS THROUGH GATE AND CONTINUE EAST ON A DIM ROAD
 NO0499'FOR 1.15 MILES, TAKE RIGHT FORK SOUTH AND EAST ACROSS FLATS
 NO0499'FOR 0.35 MILE TO A GATE.  *TURN LEFT THROUGH GATE AND PICK
 NO0499'WAY SOUTHEAST THEN NORTHEAST UP HILL FOR 1.0 MILE TO THE
 NO0499'HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0499'
 NO0499'*THE AZIMUTH MARK IS AT THIS POINT AS DESCRIBED IN THE ABOVE
 NO0499'DESCRIPTION.
 NO0499
 NO0499                          STATION RECOVERY (1949)
 NO0499
 NO0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0499'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 NO0499'AZIMUTH MARK WERE FOUND AS DESCRIBED AND ARE IN EXCELLENT
 NO0499'CONDITION.  THE DIRECTION TO THE AZIMUTH MARK AND REFERENCE
 NO0499'MARK NO. 1 COULD NOT BE CHECKED.  THE DISTANCE TO REFERENCE
 NO0499'MARK NO. 2 COULD NOT BE CHECKED.
 NO0499'
 NO0499'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 NO0499'
 NO0499'THE STATION IS LOCATED ABOUT 29.5 MILES SOUTH OF MERRIMAN
 NO0499'ON THE TOP OF A NARROW NORTHWEST-SOUTHEAST SAND RIDGE WHICH IS
 NO0499'THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT PROJECTS 12
 NO0499'INCHES AND IS STAMPED BALFE 1946.
 NO0499'
 NO0499'REFERENCE MARK NO. 1 IS LOCATED NEAR THE NORTHWEST END OF THE
 NO0499'RIDGE ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE STATION.  IT
 NO0499'PROJECTS 8 INCHES AND IS STAMPED BALFE NO 1 1946.
 NO0499'
 NO0499'REFERENCE MARK NO. 2 IS LOCATED NORTH OF THE STATION ON THE
 NO0499'TOP OF A SMALL SAND KNOLL AND IS ABOUT 30.0 FEET BELOW THE
 NO0499'ELEVATION OF THE STATION.  IT PROJECTS 7 INCHES AND IS STAMPED
 NO0499'BALFE NO 2 1946.
 NO0499'
 NO0499'THE AZIMUTH MARK IS LOCATED ON LEVEL GROUND TO THE WEST OF THE
 NO0499'STATION, ABOUT 0.2 OF A MILE WEST OF A SMALL LAKE, 21.0 FEET
 NO0499'EAST-NORTHEAST OF THE CENTER OF A WIRE GATE IN AN EAST-WEST
 NO0499'FENCE, AND 5.5 FEET NORTH OF A FENCE, AND 2.0 FEET EAST OF
 NO0499'A WITNESS POST.  IT PROJECTS 12 INCHES AND IS STAMPED BALFE
 NO0499'1946.
 NO0499'
 NO0499'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0499'WEST AND SOUTH ON A GRAVELED ROAD FOR 9.4 MILES TO A BRIDGE
 NO0499'OVER THE NIOBRARA RIVER, CONTINUE SOUTH ON THE MAIN ROAD LEFT
 NO0499'FOR 0.95 OF A MILE TO A FORK, TAKE RIGHT FORK FOR 0.75 OF
 NO0499'A MILE TO THE ENTRANCE TO THE NEBRASKA NATIONAL FOREST, CONTINUE
 NO0499'SOUTH AND WEST ON A GRAVELED ROAD FOR 8.9 MILES TO A CATTLE
 NO0499'GUARD AT THE NEBRASKA NATIONAL FOREST BOUNDRY, CONTINUE WEST,
 NO0499'SOUTH AND WEST ON A MAIN TRAVELED TRACK ROAD FOR 1.55 MILES TO
 NO0499'THE DIAMOND BAR RANCH ON THE RIGHT, CONTINUE WEST PASSING
 NO0499'BETWEEN A BARN AND HOUSE FOR 0.4 OF A MILE TO A FORK, TAKE THE
 NO0499'LEFT FORK AND FOLLOW THE MAIN TRACK ROAD SOUTHERLY FOR 0.9
 NO0499'OF A MILE TO A CATTLE GUARD, CONTINUE SOUTH AND WEST FOR
 NO0499'0.8 OF A MILE TO A CATTLE GUARD, CONTINUE WEST AND SOUTH
 NO0499'FOR 1.85 MILES TO A CATTLE GUARD, CONTINUE WEST AND SOUTH
 NO0499'ON MAIN TRACK ROAD FOR 3.0 MILES TO A CATTLE GUARD, CONTINUE
 NO0499'FOR 1.85 MILES TO A BRIDGE OVER THE SNAKE RIVER, CONTINUE
 NO0499'SOUTH FOR 0.1 MILE TO A RANCH ON THE LEFT, CONTINUE SOUTH
 NO0499'AND WEST FOR 0.7 OF A MILE TO A CATTLE GUARD, CONTINUE ON
 NO0499'MAIN TRACK ROAD FOR 0.4 OF A MILE TO A CATTLE GUARD, CROSS
 NO0499'CATTLE GUARD AND TAKE THE LEFT FORK AND GO SOUTHEAST AND
 NO0499'SOUTH FOR 2.15 MILES TO A CATTLE GUARD, CONTINUE ON MAIN ROAD
 NO0499'FOR 0.95 OF A MILE TO A CATTLE GUARD, CONTINUE SOUTH AND
 NO0499'SOUTHEAST FOR 1.45 MILES TO A CROSSROAD BETWEEN TWO RANCHES,
 NO0499'CONTINUE STRAIGHT AHEAD AND FOLLOW TRACK ROAD SOUTH AND WEST
 NO0499'FOR 0.15 OF A MILE TO A CATTLE GUARD ON THE LEFT JUST
 NO0499'SOUTHEAST OF A LARGE RED BARN AT THE GEORGE BRANDIES
 NO0499'RANCH, TURN LEFT ACROSS CATTLE GUARD AND FOLLOW A TRACK
 NO0499'ROAD SOUTHWEST AND WEST FOR 1.3 MILES TO A FORK, TAKE THE
 NO0499'LEFT FORK FOR 0.35 OF A MILE TO A CATTLE GUARD, CONTINUE
 NO0499'WESTERLY FOR 0.5 OF A MILE TO A WINDMILL ON THE LEFT AND A
 NO0499'FORK JUST AFTER PASSING THIS WINDMILL, TAKE THE RIGHT FORK
 NO0499'WEST AND SOUTH FOR 1.05 MILES TO A CATTLE GUARD AND LARGE
 NO0499'MAIL BOX JUST AFTER PASSING A REVERSE Y, CONTINUE SOUTH AND
 NO0499'WEST ON TRACK ROAD FOR 2.5 MILES TO A WINDMILL ON THE RIGHT
 NO0499'JUST BEFORE CROSSING A SMALL WOODEN BRIDGE, CONTINUE WESTERLY
 NO0499'ON MAIN TRACK ROAD FOR 0.75 OF A MILE TO A FORK, TAKE LEFT
 NO0499'FORK FOR 0.55 OF A MILE TO A CROSS TRAIL, PASS ACROSS THIS
 NO0499'TRAIL AND CONTINUE SOUTHWEST ON MAIN TRACK ROAD FOR 0.3 OF
 NO0499'A MILE TO A CATTLE GUARD ABOUT 100 YARDS SOUTH OF A
 NO0499'WINDMILL, CONTINUE WESTERLY FOR 1.05 MILES TO A CATTLE GUARD
 NO0499'JUST SOUTHWEST OF A SCHOOL HOUSE, CONTINUE WEST FOR
 NO0499'0.55 OF A MILE TO KIMES RANCH STRAIGHT AHEAD, HERE TURN
 NO0499'LEFT ON A DIRT ROAD AND GO SOUTH FOR 0.65 OF A MILE TO
 NO0499'A FORK JUST AFTER CROSSING A CATTLE GUARD, TAKE RIGHT
 NO0499'FORK AND GO WESTERLY FOR 2.75 MILES TO A FORK.  TAKE LEFT
 NO0499'FORK AND GO SOUTH AND WEST FOR 1.3 MILES TO A CATTLE
 NO0499'GUARD, CROSS CATTLE GUARD AND TURN LEFT ACROSS A SMALL
 NO0499'BRIDGE OVER A DRAINAGE DITCH AND FOLLOW MAIN TRACK ROAD
 NO0499'FOR 0.6 OF A MILE TO A FORK, TAKE RIGHT FORK WESTERLY
 NO0499'FOR 0.75 OF A MILE TO A CATTLE GUARD AT A FENCE
 NO0499'CORNER, CROSS CATTLE GUARD AND CONTINUE WESTERLY FOR
 NO0499'0.7 OF A MILE TO A CATTLE GUARD SOUTHWEST OF A WINDMILL,
 NO0499'CONTINUE WESTERLY ON THE MAIN TRACK ROAD FOR 1.55 MILES TO
 NO0499'A CATTLE GUARD, CONTINUE WEST AND SOUTH FOR 1.5 MILES TO A
 NO0499'WIRE GATE AND A CATTLE GUARD ON THE RIGHT, TURN RIGHT
 NO0499'ACROSS CATTLE GUARD AND GO SOUTHWEST ON TRACK ROAD FOR 0.25 OF
 NO0499'A MILE TO A T INTERSECTION AT THE BASE OF A LARGE HILL ABOUT
 NO0499'0.1 OF A MILE AFTER CROSSING A SMALL WOODEN BRIDGE, HERE TURN
 NO0499'SHARP RIGHT AND FOLLOW TRACK ROAD NORTH AND WEST AROUND THE
 NO0499'BASE OF THE HILL FOR 0.55 OF A MILE TO A WIRE GATE ON THE RIGHT,
 NO0499'CONTINUE WEST ON THE SOUTH SIDE OF THE FENCE (NO ROAD) FOR
 NO0499'0.45 OF A MILE TO A WIRE GATE IN A FENCE CORNER, PASS THROUGH
 NO0499'WIRE GATE AND CONTINUE WEST-SOUTHWEST ALONG THE SOUTH SIDE OF
 NO0499'THE FENCE FOR 0.35 OF A MILE TO A WIRE GATE ON THE RIGHT JUST
 NO0499'AFTER PASSING A T FENCE CORNER, TURN RIGHT THROUGH THIS GATE
 NO0499'THEN LEFT AND GO WESTERLY TOWARD THE SOUTHWEST POINT OF A
 NO0499'RIDGE FOR 0.3 OF A MILE TO A POINT ABOUT 0.1 OF A MILE
 NO0499'BEFORE REACHING A WINDMILL STRAIGHT AHEAD, HERE TURN RIGHT
 NO0499'AND PICK TRAIL NORTH AND NORTHEASTERLY ALONG THE RIDGE FOR
 NO0499'ABOUT 1.0 MILE TO THE HIGHEST POINT AND THE STATION AS
 NO0499'DESCRIBED.
 NO0499'
 NO0499'TO REACH THE AZIMUTH MARK FROM THE STATION PICK TRAIL WEST
 NO0499'AND SOUTHWEST TOWARD A SMALL LAKE TO LEVEL PASTURE LAND FOR
 NO0499'ABOUT 1.2 MILES TO AN EAST-WEST FENCE AND THE AZIMUTH MARK AS
 NO0499'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0625 ***********************************************************************
 MN0625  DESIGNATION -  BALL
 MN0625  PID         -  MN0625
 MN0625  STATE/COUNTY-  NE/KIMBALL
 MN0625  USGS QUAD   -  NORTH OF OLIVER RESERVOIR (1979)
 MN0625
 MN0625                         *CURRENT SURVEY CONTROL
 MN0625  ___________________________________________________________________
 MN0625* NAD 83(1995)-  41 16 34.66799(N)    103 46 26.82623(W)     ADJUSTED  
 MN0625* NAVD 88     -      1510.     (meters)    4954.     (feet)  SCALED    
 MN0625  ___________________________________________________________________
 MN0625  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 MN0625  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 MN0625
 MN0625  HORZ ORDER  -  SECOND
 MN0625
 MN0625.The horizontal coordinates were established by classical geodetic methods
 MN0625.and adjusted by the National Geodetic Survey in August 1997..
 MN0625
 MN0625.The orthometric height was scaled from a topographic map.
 MN0625
 MN0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0625
 MN0625.The geoid height was determined by GEOID03.
 MN0625
 MN0625;                    North         East     Units Scale Factor Converg.
 MN0625;SPC NE       -   167,103.844   183,999.370   MT  0.99966658   -2 30 03.9
 MN0625;UTM  13      - 4,570,153.964   602,667.817   MT  0.99972972   +0 48 31.6
 MN0625
 MN0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0625!SPC NE       -   0.99976616  x   0.99966658  =   0.99943282
 MN0625!UTM  13      -   0.99976616  x   0.99972972  =   0.99949594
 MN0625
 MN0625|---------------------------------------------------------------------|
 MN0625| PID    Reference Object                     Distance      Geod. Az  |
 MN0625|                                                           dddmmss.s |
 MN0625| CP7357 BALL RM 1                            19.712 METERS 02320     |
 MN0625| MN0581 SCHLUMBERGER RAD KAJ 629 MAST       APPROX.11.4 KM 0530241.7 |
 MN0625| MN0582 KIMBALL MOTOROLA COMMUM MAST        APPROX. 9.4 KM 0854446.2 |
 MN0625| MN0604 KIMBALL NEFF TRUCKING RAD MAST      APPROX.11.1 KM 1221657.7 |
 MN0625| CP7358 BALL RM 2                            18.348 METERS 13258     |
 MN0625| CP7356 BALL AZ MK                                         2213200.4 |
 MN0625|---------------------------------------------------------------------|
 MN0625
 MN0625                          SUPERSEDED SURVEY CONTROL
 MN0625
 MN0625  NAD 83(1995)-  41 16 34.66742(N)    103 46 26.82604(W) AD(       ) 2
 MN0625  NAD 83(1986)-  41 16 34.65973(N)    103 46 26.82545(W) AD(       ) 2
 MN0625  NAD 27      -  41 16 34.73160(N)    103 46 25.02640(W) AD(       ) 2
 MN0625
 MN0625.Superseded values are not recommended for survey control.
 MN0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0625.See file dsdata.txt to determine how the superseded data were derived.
 MN0625
 MN0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0266870154(NAD 83)
 MN0625_MARKER: DS = TRIANGULATION STATION DISK
 MN0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0625
 MN0625  HISTORY     - Date     Condition        Report By
 MN0625  HISTORY     - 1963     MONUMENTED       CGS
 MN0625
 MN0625                          STATION DESCRIPTION
 MN0625
 MN0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0625'THE STATION IS ON THE HIGHEST PART OF A LOW HILL WHICH IS
 MN0625'6-1/2 MILES NORTHWEST OF KIMBALL, 3-1/2 MILES NORTH OF U.S.
 MN0625'HIGHWAY 30, IN THE NORTHWEST QUARTER OF SECTION 17, T 15 N,
 MN0625'R 56 W, AND ON PROPERTY OWNED BY MR. WAYNE E. LUKASSEN.
 MN0625'
 MN0625'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0625'AND STATE HIGHWAY 71 IN KIMBALL, GO WEST ON HIGHWAY 30 FOR
 MN0625'6.15 MILES TO A SIDE ROAD ON THE RIGHT AND A SMALL WHITE PUMP
 MN0625'HOUSE ON THE LEFT.  TURN RIGHT, CROSS THE RAILROAD TRACKS,
 MN0625'AND GO NORTH ON A GRAVEL ROAD FOR 3.0 MILES TO A FENCE CORNER
 MN0625'AND FARM ROAD ON THE RIGHT, 0.05 MILE NORTH OF A SIDE ROAD
 MN0625'AND CATTLE GUARD ON THE LEFT.  (THE AZIMUTH MARK IS 162 FEET
 MN0625'NORTH OF THE FENCE CORNER.) TURN RIGHT AND GO EAST ALONG
 MN0625'THE SOUTH SIDE OF THE FENCE ON THE FARM ROAD FOR 0.25 MILE
 MN0625'TO A WIRE GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE
 MN0625'GATE, AND GO NORTH AND NORTHWEST ACROSS A PASTURE TO THE
 MN0625'HIGHEST PART OF THE HILL AND THE STATION.
 MN0625'
 MN0625'STATION MARKS ARE STANDARD DISKS STAMPED BALL 1963.  THE
 MN0625'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0625'SURFACE OF THE GROUND.  THE UNDERGROUND DISK IS SET IN AN
 MN0625'IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE
 MN0625'GROUND.
 MN0625'
 MN0625'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BALL NO 1 1963,
 MN0625'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0625'THE GROUND.  IT IS APPROXIMATELY 1-1/2 FEET HIGHER IN ELEVATION
 MN0625'THAN THE STATION.
 MN0625'
 MN0625'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BALL NO 2 1963,
 MN0625'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0625'THE GROUND.  IT IS AT THE SAME ELEVATION AS THE STATION.
 MN0625'
 MN0625'AZIMUTH MARK, A STANDARD DISK STAMPED BALL 1963, IS SET IN
 MN0625'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MN0625'IT IS 43 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 42 FEET
 MN0625'SOUTHWEST OF A POWER POLE, 2.5 FEET SOUTH OF A METAL WITNESS
 MN0625'POST AND 1 FOOT WEST OF THE FENCE.
 MN0625'
 MN0625'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0683 ***********************************************************************
 NN0683  DESIGNATION -  BALLAGH
 NN0683  PID         -  NN0683
 NN0683  STATE/COUNTY-  NE/GARFIELD
 NN0683  USGS QUAD   -  CHAIN LAKE (1986)
 NN0683
 NN0683                         *CURRENT SURVEY CONTROL
 NN0683  ___________________________________________________________________
 NN0683* NAD 83(1995)-  42 03 08.58998(N)    098 58 35.26900(W)     ADJUSTED  
 NN0683* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 NN0683  ___________________________________________________________________
 NN0683  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 NN0683  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 NN0683
 NN0683  HORZ ORDER  -  SECOND
 NN0683
 NN0683.The horizontal coordinates were established by classical geodetic methods
 NN0683.and adjusted by the National Geodetic Survey in August 1997..
 NN0683
 NN0683.The orthometric height was scaled from a topographic map.
 NN0683
 NN0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0683
 NN0683.The geoid height was determined by GEOID03.
 NN0683
 NN0683;                    North         East     Units Scale Factor Converg.
 NN0683;SPC NE       -   246,876.357   584,704.124   MT  0.99970403   +0 40 41.9
 NN0683;UTM  14      - 4,655,592.889   501,947.628   MT  0.99960005   +0 00 56.8
 NN0683
 NN0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0683!SPC NE       -   0.99989246  x   0.99970403  =   0.99959652
 NN0683!UTM  14      -   0.99989246  x   0.99960005  =   0.99949255
 NN0683
 NN0683|---------------------------------------------------------------------|
 NN0683| PID    Reference Object                     Distance      Geod. Az  |
 NN0683|                                                           dddmmss.s |
 NN0683| CO2171 BALLAGH RM 1                         10.385 METERS 02020     |
 NN0683| CO2172 BALLAGH RM 2                          5.737 METERS 12745     |
 NN0683| CO2170 BALLAGH AZ MK                                      1884522.7 |
 NN0683|---------------------------------------------------------------------|
 NN0683
 NN0683                          SUPERSEDED SURVEY CONTROL
 NN0683
 NN0683  NAD 83(1986)-  42 03 08.59406(N)    098 58 35.27987(W) AD(       ) 2
 NN0683  NAD 27      -  42 03 08.57900(N)    098 58 33.91700(W) AD(       ) 2
 NN0683
 NN0683.Superseded values are not recommended for survey control.
 NN0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0683.See file dsdata.txt to determine how the superseded data were derived.
 NN0683
 NN0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0194855593(NAD 83)
 NN0683_MARKER: DS = TRIANGULATION STATION DISK
 NN0683_SETTING: 0 = UNSPECIFIED SETTING
 NN0683
 NN0683  HISTORY     - Date     Condition        Report By
 NN0683  HISTORY     - 1949     MONUMENTED       CGS
 NN0683
 NN0683                          STATION DESCRIPTION
 NN0683
 NN0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0683'THE STATION IS LOCATED ABOUT 12-1/4 MILES SOUTH AND 3-1/2
 NN0683'MILES WEST OF AMELIA AND ABOUT 3/4 MILE NORTHEAST OF THE
 NN0683'OLD BALLAGH CHURCH ON THE HIGHEST POINT OF A SAND HILL AND
 NN0683'ON LAND LEASED BY MR. H.B. BALLAGH.  IT IS ON THE NORTHEAST SIDE
 NN0683'OF THE SAND HILL NEAR THE NORTH END AND ABOUT 0.05 MILE NORTHEAST
 NN0683'OF A SMALL GROVE OF TREES.  THE DISK IS SET IN CONCRETE IN
 NN0683'THE TOP OF A 4 INCH GALVANIZED IRON PIPE.  IT IS STAMPED
 NN0683'BALLAGH 1949 AND PROJECTS 1 FOOT.
 NN0683'
 NN0683'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION AND ABOUT
 NN0683'2 FEET LOWER IN ELEVATION THAN THE STATION.  THE DISK IS
 NN0683'SET IN CONCRETE IN THE TOP OF A 4 INCH GALVANIZED IRON PIPE.
 NN0683'IT IS STAMPED BALLAGH NO 1 1949 AND PROJECTS 1 FOOT.
 NN0683'
 NN0683'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION AND ABOUT
 NN0683'1 FOOT LOWER IN ELEVATION THAN THE STATION.  THE DISK IS
 NN0683'SET IN CONCRETE IN THE TOP OF A 4 INCH GALVANIZED IRON PIPE.
 NN0683'IT IS STAMPED BALLAGH NO 2 1949 AND PROJECTS 1 FOOT.
 NN0683'
 NN0683'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH OF THE STATION,
 NN0683'40 FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 4 FEET WEST
 NN0683'OF WEST END OF GATE INTO PASTURE, 1 FOOT NORTH OF FENCE LINE
 NN0683'AND 1 FOOT EAST OF WITNESS POST.  IT IS STAMPED BALLAGH
 NN0683'1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0683'
 NN0683'TO REACH THE STATION FROM THE T-INTERSECTION AT SKELLY SERVICE
 NN0683'STATION IN THE EAST EDGE OF BURWELL, GO NORTH ON STATE ROUTE
 NN0683'11 FOR 20.2 MILES TO SIDE ROAD RIGHT ABOUT 0.2 MILE WEST OF
 NN0683'A SMALL WHITE SCHOOL HOUSE ON NORTH SIDE OF EAST-WEST ROAD,
 NN0683'TURN RIGHT AND FOLLOW MAIN ROAD EAST FOR 4.4 MILES TO DRIVEWAY
 NN0683'RIGHT LEADING TO THE BALLAGH FARM HOUSE ON SOUTH SIDE OF
 NN0683'ROAD, CONTINUE EAST FOR 0.4 MILE TO GATE IN FENCE LINE ON
 NN0683'THE LEFT AND AZIMUTH MARK JUST WEST OF THE WEST END OF GATE
 NN0683'AS DESCRIBED, PASS THROUGH GATE AND PICK WAY NORTHERLY ACROSS
 NN0683'PASTURE FOR ABOUT 0.6 MILE TO THE HIGHEST POINT AND STATION
 NN0683'AS DESCRIBED.
 NN0683'
 NN0683'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET
 NN0683'
 NN0683'A 4 FOOT SIGNAL AT STATION HOLT IS VISIBLE AT 4 FEET
 NN0683'
 NN0683'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET
 NN0683'
 NN0683'A 74 FOOT SIGNAL AT STATION DUMAS IS VISIBLE AT 4 FEET
 NN0683'
 NN0683'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0432 ***********************************************************************
 LJ0432  DESIGNATION -  BAMESBERGER
 LJ0432  PID         -  LJ0432
 LJ0432  STATE/COUNTY-  NE/RED WILLOW
 LJ0432  USGS QUAD   -  LEBANON (1983)
 LJ0432
 LJ0432                         *CURRENT SURVEY CONTROL
 LJ0432  ___________________________________________________________________
 LJ0432* NAD 83(1995)-  40 07 28.85860(N)    100 20 04.62608(W)     ADJUSTED  
 LJ0432* NAVD 88     -       811.55   (+/-2cm)    2662.6    (feet)  VERTCON   
 LJ0432  ___________________________________________________________________
 LJ0432  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 LJ0432  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 LJ0432
 LJ0432  HORZ ORDER  -  FIRST
 LJ0432  VERT ORDER  -  THIRD ? (See Below)
 LJ0432
 LJ0432.The horizontal coordinates were established by classical geodetic methods
 LJ0432.and adjusted by the National Geodetic Survey in August 1997..
 LJ0432
 LJ0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0432.The vertical order pertains to the NGVD 29 superseded value.
 LJ0432
 LJ0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0432
 LJ0432.The geoid height was determined by GEOID03.
 LJ0432
 LJ0432;                    North         East     Units Scale Factor Converg.
 LJ0432;SPC NE       -    32,405.314   471,479.299   MT  0.99994598   -0 13 18.3
 LJ0432;UTM  14      - 4,442,449.574   386,283.086   MT  0.99975919   -0 51 36.7
 LJ0432
 LJ0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0432!SPC NE       -   0.99987653  x   0.99994598  =   0.99982251
 LJ0432!UTM  14      -   0.99987653  x   0.99975919  =   0.99963574
 LJ0432
 LJ0432:                Primary Azimuth Mark                     Grid Az
 LJ0432:SPC NE       -  BAMESBERGER AZ MK                        000 20 12.0
 LJ0432:UTM  14      -  BAMESBERGER AZ MK                        000 58 30.4
 LJ0432
 LJ0432|---------------------------------------------------------------------|
 LJ0432| PID    Reference Object                     Distance      Geod. Az  |
 LJ0432|                                                           dddmmss.s |
 LJ0432| CN7790 BAMESBERGER AZ MK                                  0000653.7 |
 LJ0432| LJ0440 BARTLEY MUNICIPAL TANK              APPROX.14.7 KM 0093630.9 |
 LJ0432| CN7793 BAMESBERGER RM 2                     45.610 METERS 18050     |
 LJ0432| CN7792 BAMESBERGER RM 1                    124.173 METERS 23145     |
 LJ0432| CN7791 BAMESBERGER AZ MK 2                                2651555.7 |
 LJ0432| LJ0435 INDIANOLA MUNICIPAL TANK            APPROX.14.6 KM 3311649.6 |
 LJ0432| LJ0441 INDIANOLA USBR HQ WATER TOWER       APPROX.16.6 KM 3340057.0 |
 LJ0432|---------------------------------------------------------------------|
 LJ0432
 LJ0432                          SUPERSEDED SURVEY CONTROL
 LJ0432
 LJ0432  NAD 83(1986)-  40 07 28.86385(N)    100 20 04.63059(W) AD(       ) 1
 LJ0432  NAD 27      -  40 07 28.84462(N)    100 20 03.11324(W) AD(       ) 1
 LJ0432  NGVD 29 (07/19/86)  811.24   (m)         2661.5    (f) LEVELING    3  
 LJ0432
 LJ0432.Superseded values are not recommended for survey control.
 LJ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0432.See file dsdata.txt to determine how the superseded data were derived.
 LJ0432
 LJ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK8628342450(NAD 83)
 LJ0432_MARKER: DS = TRIANGULATION STATION DISK
 LJ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0432
 LJ0432  HISTORY     - Date     Condition        Report By
 LJ0432  HISTORY     - 1935     MONUMENTED       CGS
 LJ0432  HISTORY     - 1951     GOOD             CGS
 LJ0432
 LJ0432                          STATION DESCRIPTION
 LJ0432
 LJ0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0432'STATION IS 4 MILES EAST AND 5-1/2 MILES NORTH OF DANBURY,
 LJ0432'NEBRASKA, IN THE CENTER OF SEC. 23, T. 2 N., R. 27 W., ON
 LJ0432'THE HIGHDIVIDE BETWEEN THE REPUBLICAN RIVER AND BEAVER
 LJ0432'CREEK, 1/4 MILE SOUTH-SOUTHEAST OF THE FARM BUILDINGS OF
 LJ0432'CARL BAMESBERGER, 250 FEET NORTH OF A GRADED T-INTERSECTION
 LJ0432'OF ROADS, 4 FEET EAST OF A NORTH-SOUTH FENCE, 36 FEET WEST
 LJ0432'OF THE CENTERLINE OF A NORTH-SOUTH GRADED ROAD AND PROJECTS
 LJ0432'10 INCHES.
 LJ0432'
 LJ0432'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION,
 LJ0432'27 FEET NORTH OF THE CENTERLINE OF A GRADED EAST-WEST ROAD,
 LJ0432'2 FEET SOUTH OF AN EAST-WEST FENCE AND PROJECTS 4 INCHES.
 LJ0432'
 LJ0432'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION,
 LJ0432'38 FEET WEST OF THE CENTERLINE OF A GRADED NORTH-SOUTH ROAD,
 LJ0432'3 FEET EAST OF A NORTH-SOUTH FENCE AND PROJECTS 2 INCHES.
 LJ0432'
 LJ0432'AZIMUTH MARK IS NORTH OF THE STATION, 20 FEET
 LJ0432'EAST OF THE CENTERLINE OF THE SAME GRADED NORTH-SOUTH ROAD
 LJ0432'THAT PASSES THE STATION, ON THE FIRST HILL NORTH OF THE STATION
 LJ0432'AND PROJECTS 8 INCHES.
 LJ0432'
 LJ0432'STATION IS REACHED FROM DANBURY, NEBRASKA, BY DRIVING EAST ON
 LJ0432'STATE HIGHWAY 89 FOR 3.9 MILES TO POINT WHERE HIGHWAY TURNS
 LJ0432'FROM NORTH TO EAST.  LEAVE THE HIGHWAY, CONTINUE NORTH ON
 LJ0432'A GRADED ROAD THAT CROSSES THE RAILROAD TRACKS AND BY STAYING
 LJ0432'ON THE MAIN-TRAVELED GRADED ROAD, GO NORTH 3.3 MILES, WEST FOR
 LJ0432'0.7 MILE, NORTH 0.8 MILE, WEST 0.3 MILE, NORTH 0.7 MILE
 LJ0432'TO A LARGE GRAY BARN WITH A CUPOLA.  CONTINUE NORTH 0.2 MILE,
 LJ0432'TURN EAST AND GO 1.5 MILES TO CROSSROADS, TURN NORTH AND GO
 LJ0432'250 FEET TO STATION.
 LJ0432'
 LJ0432'A 15-FOOT STAND CLEARS ALL LINES.
 LJ0432
 LJ0432                          STATION RECOVERY (1951)
 LJ0432
 LJ0432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0432'THE STATION, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 LJ0432'NUMBER 2 WERE RECOVERED AND ARE IN GOOD CONDITION.  THE
 LJ0432'AZIMUTH MARK WAS DESTROYED WHEN THE ROAD WAS WIDENED AND A
 LJ0432'NEW ONE WAS ESTABLISHED BY THIS PARTY.  A DIFFERENCE WAS
 LJ0432'FOUND IN THE DIRECTION OF THE REFERENCE MARKS.
 LJ0432'
 LJ0432'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LJ0432'
 LJ0432'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF DUNBURY
 LJ0432'AND 10 MILES SOUTHEAST OF INDIANOLA.  IT IS 30 FEET WEST OF
 LJ0432'THE CENTER OF A NORTH-SOUTH DIRT ROAD AND 5 FEET EAST OF A
 LJ0432'NORTH-SOUTH FENCE LINE.  IT IS STAMPED BAMESBERGER 1935 AND
 LJ0432'PROJECTS 4 INCHES.
 LJ0432'
 LJ0432'REFERENCE MARK NO. 1 IS 35 FEET WEST OF A POWER LINE POLE,
 LJ0432'28 FEET NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD AND
 LJ0432'2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LJ0432'BAMESBERGER NO 1 1935 AND PROJECTS 4 INCHES.
 LJ0432'
 LJ0432'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE AND
 LJ0432'32 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.  IT
 LJ0432'IS STAMPED BAMESBERGER NO 2 1935 AND PROJECTS 2 INCHES.
 LJ0432'
 LJ0432'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0432'NO. 2 IS 333.8 FEET.
 LJ0432'
 LJ0432'THE AZIMUTH MARK IS LOCATED 30 FEET NORTH OF THE CENTER OF
 LJ0432'AN EAST-WEST DIRT ROAD, 2 FEET EAST OF THE EAST END OF A WIRE GATE,
 LJ0432'1 FOOT EAST OF A WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST
 LJ0432'FENCE LINE.  IT IS STAMPED BAMESBERGER 1935 RESET 1951 AND
 LJ0432'PROJECTS 3 INCHES.
 LJ0432'
 LJ0432'TO REACH THE STATION FROM THE POST OFFICE IN INDIANOLA, GO
 LJ0432'SOUTH FOR 0.05 MILE TO U.S. HIGHWAYS 6 AND 34.  CROSS THE
 LJ0432'HIGHWAYS AND CONTINUE SOUTH ON A GRAVELED ROAD FOR 1.0 MILE
 LJ0432'TO A FORK JUST SOUTH OF A BRIDGE, TAKE THE LEFT FORK AND GO
 LJ0432'EAST FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 LJ0432'SOUTHERLY ON A WINDING GRAVELED ROAD FOR 7.3 MILES TO A
 LJ0432'CROSSROAD, TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR
 LJ0432'3.6 MILES TO A T ROAD LEFT.  TURN LEFT AND GO NORTH ON A
 LJ0432'DIRT ROAD FOR 0.5 MILE TO A T ROAD LEFT, CONTINUE NORTH FOR
 LJ0432'0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LJ0432'
 LJ0432'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR
 LJ0432'0.05 MILE TO A T ROAD RIGHT.  TURN RIGHT AND GO WEST ON A
 LJ0432'DIRT ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LJ0432'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1174 ***********************************************************************
 LH1174  DESIGNATION -  BANGERT
 LH1174  PID         -  LH1174
 LH1174  STATE/COUNTY-  NE/WEBSTER
 LH1174  USGS QUAD   -  GUIDE ROCK NE (1974)
 LH1174
 LH1174                         *CURRENT SURVEY CONTROL
 LH1174  ___________________________________________________________________
 LH1174* NAD 83(1995)-  40 13 11.38619(N)    098 16 36.43711(W)     ADJUSTED  
 LH1174* NAVD 88     -       587.     (meters)    1926.     (feet)  SCALED    
 LH1174  ___________________________________________________________________
 LH1174  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 LH1174  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 LH1174
 LH1174  HORZ ORDER  -  FIRST
 LH1174
 LH1174.The horizontal coordinates were established by classical geodetic methods
 LH1174.and adjusted by the National Geodetic Survey in August 1997..
 LH1174
 LH1174.The orthometric height was scaled from a topographic map.
 LH1174
 LH1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1174
 LH1174.The geoid height was determined by GEOID03.
 LH1174
 LH1174;                    North         East     Units Scale Factor Converg.
 LH1174;SPC NE       -    44,375.776   646,655.524   MT  0.99990786   +1 08 31.1
 LH1174;UTM  14      - 4,452,407.387   561,535.009   MT  0.99964661   +0 28 01.2
 LH1174
 LH1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1174!SPC NE       -   0.99991198  x   0.99990786  =   0.99981985
 LH1174!UTM  14      -   0.99991198  x   0.99964661  =   0.99955862
 LH1174
 LH1174:                Primary Azimuth Mark                     Grid Az
 LH1174:SPC NE       -  LAWRENCE MUNICIPAL TANK                  008 58 08.5
 LH1174:UTM  14      -  LAWRENCE MUNICIPAL TANK                  009 38 38.4
 LH1174
 LH1174|---------------------------------------------------------------------|
 LH1174| PID    Reference Object                     Distance      Geod. Az  |
 LH1174|                                                           dddmmss.s |
 LH1174| LH1185 LAWRENCE MUNICIPAL TANK             APPROX. 7.9 KM 0100639.6 |
 LH1174| LH1175 BANGERT AZ MK                       APPROX. 0.8 KM 0181417.8 |
 LH1174| CN7796 BANGERT RM 3                         11.994 METERS 07937     |
 LH1174| CN7794 BANGERT RM 1                         32.475 METERS 08226     |
 LH1174| LH1189 BLUE HILL MUNICIPAL STANDPIPE       APPROX.19.4 KM 3102825.2 |
 LH1174| CN7795 BANGERT RM 2                         22.564 METERS 35918     |
 LH1174|---------------------------------------------------------------------|
 LH1174
 LH1174                          SUPERSEDED SURVEY CONTROL
 LH1174
 LH1174  NAD 83(1986)-  40 13 11.39248(N)    098 16 36.43621(W) AD(       ) 1
 LH1174  NAD 27      -  40 13 11.34800(N)    098 16 35.26500(W) AD(       ) 1
 LH1174
 LH1174.Superseded values are not recommended for survey control.
 LH1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1174.See file dsdata.txt to determine how the superseded data were derived.
 LH1174
 LH1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6153552407(NAD 83)
 LH1174_MARKER: DS = TRIANGULATION STATION DISK
 LH1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1174
 LH1174  HISTORY     - Date     Condition        Report By
 LH1174  HISTORY     - 1947     MONUMENTED       CGS
 LH1174  HISTORY     - 1951     GOOD             CGS
 LH1174  HISTORY     - 1975     GOOD             NGS
 LH1174  HISTORY     - 1988     GOOD             USAF
 LH1174
 LH1174                          STATION DESCRIPTION
 LH1174
 LH1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1174'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHWEST OF MT CLARE AND
 LH1174'5.0 MILES SOUTH OF LAWRENCE, ON LAND OWNED AND OCCUPIED BY MR.
 LH1174'HERBERT BANGERT WHO LIVES ABOUT 0.2 MILE SOUTH.  IT IS 43 FEET
 LH1174'SOUTH OF THE CENTER OF EAST-WEST ROAD, 27 FEET WEST OF THE CENTER
 LH1174'OF NORTH-SOUTH DRIVEWAY TO FARM HOUSE AND 13 FEET SOUTH OF
 LH1174'WITNESS POST.  IT IS STAMPED BANGERT 1947 AND SET 12 INCHES BELOW
 LH1174'THE GROUND SURFACE.
 LH1174'
 LH1174'REFERENCE MARK NO 1 IS EAST OF THE STATION, 35 FEET SOUTH OF THE
 LH1174'CENTER OF THE EAST-WEST ROAD AND 80 FEET EAST OF THE CENTER OF THE
 LH1174'DRIVEWAY.  IT IS STAMPED BANGERT NO 1 1947 AND PROJECTS 2 INCHES.
 LH1174'
 LH1174'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 35 FEET NORTH OF THE
 LH1174'CENTER OF EAST-WEST ROAD AND 7 FEET WEST OF TELEPHONE POLE.  IT IS
 LH1174'STAMPED BANGERT NO 2 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LH1174'
 LH1174'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH-NORTHEAST OF THE STATION,
 LH1174'40 FEET WEST OF NORTH-SOUTH ROAD, 48 FEET SOUTHWEST OF FENCE CORNER
 LH1174'AND 1 FOOT SOUTH OF POWER LINE POLE.  IT IS STAMPED BANGERT 1947
 LH1174'AND PROJECTS 2 INCHES.  TO REACH FROM THE STATION, GO EAST FOR 0.2
 LH1174'MILE TO CROSSROADS, TURN LEFT AND GO NORTH FOR 0.5 MILE TO THE
 LH1174'MARK ON THE WEST SIDE IN CULTIVATED FIELD AS DESCRIBED.
 LH1174'
 LH1174'TO REACH THE STATION FROM LAWRENCE, GO WEST ON STATE ROUTE NO 4 FOR
 LH1174'0.5 MILE TO COUNTY LINE, THENCE SOUTH FOR 5.0 MILES TO CROSSROADS,
 LH1174'THENCE WEST FOR 0.2 MILE TO STATION ON SOUTH SIDE AS DESCRIBED.
 LH1174'
 LH1174'A 74 FOOT SIGNAL AT STATION JACKSON IS V.G.
 LH1174'
 LH1174'A 74 FOOT SIGNAL AT STATION SKULLY IS V.G.
 LH1174'
 LH1174'A 4 FOOT SIGNAL AT STATION CLARA IS V.G
 LH1174'
 LH1174'A 74 FOOT SIGNAL AT STATION KLINKER IS VISIBLE AT 37 FEET
 LH1174'
 LH1174'A 4 FOOT SIGNAL AT STATION CAMPBELL IS VISIBLE AT 37 FEET
 LH1174'
 LH1174'A 74 FOOT SIGNAL AT STATION DARWIN IS VISIBLE AT 37 FEET
 LH1174'
 LH1174'A 4 FOOT SIGNAL AT STATION GUIDE IS V.G.
 LH1174'
 LH1174'AN 87 FOOT SIGNAL AT STATION BEEMAN IS V.G
 LH1174'
 LH1174'A 74 FOOT SIGNAL AT STATION COOPER 1889 IS V.G.
 LH1174'
 LH1174'A 47 FOOT SIGNAL AT STATION REIHER IS V.G.
 LH1174'
 LH1174'A 4 FOOT SIGNAL AT STATION COWLES IS V.G.
 LH1174'
 LH1174'A 74 FOOT SIGNAL AT STATION BLUE HILL 1889 IS V.G.
 LH1174'
 LH1174'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1174
 LH1174                          STATION RECOVERY (1951)
 LH1174
 LH1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1174'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2 AND
 LH1174'THE AZIMUTH WERE RECOVERED AND ARE IN GOOD CONDITION.
 LH1174'
 LH1174'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1174'
 LH1174'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF LAWRENCE AND 4 MILES
 LH1174'NORTHWEST OF MT CLARE.  IT IS 43 FEET SOUTH FROM THE CENTER OF AN
 LH1174'EAST-WEST ROAD, 27 FEET WEST FROM THE CENTER OF A DRIVEWAY AND 13
 LH1174'FEET SOUTH OF A WITNESS POST.  IT IS STAMPED BANGERT 1947 AND IS
 LH1174'12 INCHES BELOW THE SURFACE OF THE GROUND.
 LH1174'
 LH1174'REFERENCE MARK NO. 1 IS SET UNDER A POWER LINE, 35 FEET SOUTH FROM
 LH1174'THE CENTER OF AN EAST-WEST ROAD AND 68 FEET EAST OF A POWER LINE
 LH1174'POLE.  IT IS STAMPED BANGERT NO 1 1947 AND PROJECTS 2 INCHES.
 LH1174'
 LH1174'REFERENCE MARK NO. 2 IS 35 FEET NORTH FROM THE CENTER OF AN
 LH1174'EAST-WEST ROAD AND 7 FEET WEST OF A TELEPHONE POLE.  IT IS STAMPED
 LH1174'BANGERT NO 2 1947 AND IS SET FLUSH.
 LH1174'
 LH1174'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LH1174'IS 121.1 FEET.
 LH1174'
 LH1174'THE AZIMUTH MARK IS 55 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 40
 LH1174'FEET WEST FROM THE CENTER OF A NORTH-SOUTH ROAD AND 1 FOOT SOUTH OF
 LH1174'A POWER LINE POLE.  IT IS STAMPED BANGERT 1947 AND IS SET FLUSH.
 LH1174'
 LH1174'TO REACH THE STATION FROM THE POST OFFICE IN LAWRENCE, GO NORTH FOR
 LH1174'0.05 MILE TO STATE HIGHWAY 4, TURN RIGHT AND GO EAST ON STATE
 LH1174'HIGHWAY 4 FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 LH1174'A GRAVELED ROAD FOR 5.0 MILES TO A CROSSROAD, TURN RIGHT AND GO
 LH1174'WEST ON A DIRT ROAD FOR 1.0 MILE TO A CROSSROAD, CONTINUE WEST
 LH1174'FOR 0.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LH1174'
 LH1174'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A DIRT ROAD
 LH1174'FOR 0.2 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH ON A DIRT ROAD
 LH1174'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LH1174
 LH1174                          STATION RECOVERY (1975)
 LH1174
 LH1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1174'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LH1174'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND
 LH1174'LYING ON TOP OF THE GROUND AND THE PROPERTY OWNER STATED THE MARK
 LH1174'WAS DESTROYED WHEN THE ROAD WAS WIDENED.  THE DISTANCE AND
 LH1174'DIRECTION TO REFERENCE MARK 2 COMPARED FAVORABLY WITH THE PREVIOUS
 LH1174'DATA.  REFERENCE MARK 3 WAS SET THIS DATE.  FOLLOWING IS A NEW
 LH1174'COMPLETE DESCRIPTION--
 LH1174'
 LH1174'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHWEST OF MT CLARE AND
 LH1174'5.0 MILES SOUTH OF LAWRENCE, IN THE NORTHEAST CORNER OF A FIELD
 LH1174'UNDER CULTIVATION OWNED BY MR. GERHARDT BANGERT WHO LIVES 0.1 MILE
 LH1174'SOUTH OF THE STATION.
 LH1174'
 LH1174'TO REACH THE STATION FROM THE POST OFFICE IN LAWRENCE, GO NORTH FOR
 LH1174'0.05 MILE TO STATE HIGHWAY 4.  TURN RIGHT AND GO EAST ON HIGHWAY 4
 LH1174'FOR 0.2 MILE TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 LH1174'ON THE PAVED ROAD FOR 2.7 MILES TO THE END OF PAVEMENT.  CONTINUE
 LH1174'SOUTH ON GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT
 LH1174'AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.
 LH1174'CONTINUE WEST ON A GRAVELED ROAD FOR 0.2 MILE TO A DRIVEWAY AND
 LH1174'STATION ON THE LEFT.
 LH1174'
 LH1174'THE SURFACE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 LH1174'CONCRETE MONUMENT THAT IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS
 LH1174'45 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 40 FEET
 LH1174'WEST-SOUTHWEST OF THE METAL WITNESS POST SET AT REFERENCE MARK 3,
 LH1174'39.5 FEET WEST-SOUTHWEST OF A POWER POLE, 25 FEET WEST OF THE
 LH1174'CENTER OF THE DRIVEWAY AND 12.5 FEET WEST-SOUTHWEST OF A TELEPHONE
 LH1174'POLE.  UNDERGROUND STATION MARK NOT INSPECTED THIS DATE.
 LH1174'
 LH1174'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BANGERT NO 2 1947, SET
 LH1174'IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LH1174'THE GROUND SURFACE.  IT IS 37 FEET WEST OF A TELEPHONE POLE, 30
 LH1174'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT NORTH OF A
 LH1174'FENCELINE.
 LH1174'
 LH1174'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LH1174'BANGERT 1947 NO 3 1975 AND PROJECTS 2 INCHES ABOVE THE GROUND
 LH1174'SURFACE.  IT IS 37 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 LH1174'14 FEET EAST OF THE CENTER OF THE DRIVEWAY, 2 FEET SOUTH-SOUTHEAST
 LH1174'OF THE POWER POLE AND 0.5 FOOT WEST OF THE METAL WITNESS POST.
 LH1174'
 LH1174'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BANGERT 1947, SET IN THE
 LH1174'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LH1174'GROUND SURFACE.  IT IS 46 FEET SOUTH OF A CORNER FENCE POST, 30
 LH1174'FEET WEST OF THE CENTER OF A DIRT ROAD, 1 FOOT SOUTH OF A POWER
 LH1174'POLE, 1 FOOT WEST OF A NORTH-SOUTH FENCELINE AND 1.5 FEET
 LH1174'NORTH-NORTHWEST OF A METAL WITNESS POST.
 LH1174'
 LH1174'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 LH1174'ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A DIRT
 LH1174'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LH1174'
 LH1174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES SOUTH
 LH1174'OF LAWRENCE.
 LH1174
 LH1174                          STATION RECOVERY (1988)
 LH1174
 LH1174'RECOVERY NOTE BY US AIR FORCE 1988 (JC)
 LH1174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1175 ***********************************************************************
 LH1175  DESIGNATION -  BANGERT AZ MK
 LH1175  PID         -  LH1175
 LH1175  STATE/COUNTY-  NE/WEBSTER
 LH1175  USGS QUAD   -  GUIDE ROCK NE (1974)
 LH1175
 LH1175                         *CURRENT SURVEY CONTROL
 LH1175  ___________________________________________________________________
 LH1175* NAD 83(1995)-  40 13 37.47871(N)    098 16 25.21956(W)     ADJUSTED  
 LH1175* NAVD 88     -       577.     (meters)    1893.     (feet)  SCALED    
 LH1175  ___________________________________________________________________
 LH1175  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LH1175  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 LH1175
 LH1175  HORZ ORDER  -  SECOND
 LH1175
 LH1175.The horizontal coordinates were established by classical geodetic methods
 LH1175.and adjusted by the National Geodetic Survey in August 1997..
 LH1175
 LH1175.The orthometric height was scaled from a topographic map.
 LH1175
 LH1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1175
 LH1175.The geoid height was determined by GEOID03.
 LH1175
 LH1175;                    North         East     Units Scale Factor Converg.
 LH1175;SPC NE       -    45,185.632   646,904.610   MT  0.99990507   +1 08 38.5
 LH1175;UTM  14      - 4,453,214.043   561,793.551   MT  0.99964700   +0 28 08.7
 LH1175
 LH1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1175!SPC NE       -   0.99991355  x   0.99990507  =   0.99981862
 LH1175!UTM  14      -   0.99991355  x   0.99964700  =   0.99956058
 LH1175
 LH1175                          SUPERSEDED SURVEY CONTROL
 LH1175
 LH1175  NAD 83(1986)-  40 13 37.48499(N)    098 16 25.21864(W) AD(       ) 2
 LH1175  NAD 27      -  40 13 37.44079(N)    098 16 24.04753(W) AD(       ) 2
 LH1175
 LH1175.Superseded values are not recommended for survey control.
 LH1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1175.See file dsdata.txt to determine how the superseded data were derived.
 LH1175
 LH1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6179453214(NAD 83)
 LH1175_MARKER: DS = TRIANGULATION STATION DISK
 LH1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1175_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1175+STABILITY: SURFACE MOTION
 LH1175
 LH1175  HISTORY     - Date     Condition        Report By
 LH1175  HISTORY     - 1975     MONUMENTED       NGS
 LH1175
 LH1175                          STATION DESCRIPTION
 LH1175
 LH1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1175'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BANGERT 1947, SET IN THE
 LH1175'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LH1175'GROUND SURFACE.  IT IS 46 FEET SOUTH OF A CORNER FENCE POST, 30
 LH1175'FEET WEST OF THE CENTER OF A DIRT ROAD, 1 FOOT SOUTH OF A POWER
 LH1175'POLE, 1 FOOT WEST OF A NORTH-SOUTH FENCELINE AND 1.5 FEET
 LH1175'NORTH-NORTHWEST OF A METAL WITNESS POST.
 LH1175'
 LH1175'TO REACH THE AZIMUTH MARK FROM STATION, BANGERT GO EAST ON THE
 LH1175'GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH
 LH1175'ON A DIRT ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1017 ***********************************************************************
 MO1017  DESIGNATION -  BANNER
 MO1017  PID         -  MO1017
 MO1017  STATE/COUNTY-  NE/BANNER
 MO1017  USGS QUAD   -  ALBIN (1991)
 MO1017
 MO1017                         *CURRENT SURVEY CONTROL
 MO1017  ___________________________________________________________________
 MO1017* NAD 83(1995)-  41 26 11.48370(N)    104 00 13.37845(W)     ADJUSTED  
 MO1017* NAVD 88     -      1616.     (meters)    5302.     (feet)  SCALED    
 MO1017  ___________________________________________________________________
 MO1017  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 MO1017  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 MO1017
 MO1017  HORZ ORDER  -  SECOND
 MO1017
 MO1017.The horizontal coordinates were established by classical geodetic methods
 MO1017.and adjusted by the National Geodetic Survey in August 1997..
 MO1017
 MO1017.The orthometric height was scaled from a topographic map.
 MO1017
 MO1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1017
 MO1017.The geoid height was determined by GEOID03.
 MO1017
 MO1017;                    North         East     Units Scale Factor Converg.
 MO1017;SPC NE       -   185,738.332   165,612.348   MT  0.99965932   -2 39 11.7
 MO1017;SPC WY E     -   104,650.308   297,191.430   MT  1.00005371   +0 46 10.9
 MO1017;UTM  13      - 4,587,696.060   583,234.277   MT  0.99968526   +0 39 33.7
 MO1017
 MO1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1017!SPC NE       -   0.99974947  x   0.99965932  =   0.99940888
 MO1017!SPC WY E     -   0.99974947  x   1.00005371  =   0.99980317
 MO1017!UTM  13      -   0.99974947  x   0.99968526  =   0.99943481
 MO1017
 MO1017:                Primary Azimuth Mark                     Grid Az
 MO1017:SPC NE       -  BANNER AZ MK                             183 13 42.8
 MO1017:SPC WY E     -  BANNER AZ MK                             179 48 20.2
 MO1017:UTM  13      -  BANNER AZ MK                             179 54 57.4
 MO1017
 MO1017|---------------------------------------------------------------------|
 MO1017| PID    Reference Object                     Distance      Geod. Az  |
 MO1017|                                                           dddmmss.s |
 MO1017| CP9562 BANNER AZ MK                                       1803431.1 |
 MO1017| CP9563 BANNER RM 1                          27.726 METERS 22523     |
 MO1017| CP9564 BANNER RM 2                          26.548 METERS 31015     |
 MO1017| MO1020 TREMAIN W UNION MICROWAVE           APPROX. 9.2 KM 3115703.3 |
 MO1017|---------------------------------------------------------------------|
 MO1017
 MO1017                          SUPERSEDED SURVEY CONTROL
 MO1017
 MO1017  NAD 83(1995)-  41 26 11.48361(N)    104 00 13.37849(W) AD(       ) 2
 MO1017  NAD 83(1986)-  41 26 11.47236(N)    104 00 13.37940(W) AD(       ) 2
 MO1017  NAD 27      -  41 26 11.55280(N)    104 00 11.55560(W) AD(       ) 2
 MO1017
 MO1017.Superseded values are not recommended for survey control.
 MO1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1017.See file dsdata.txt to determine how the superseded data were derived.
 MO1017
 MO1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8323487696(NAD 83)
 MO1017_MARKER: DS = TRIANGULATION STATION DISK
 MO1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1017
 MO1017  HISTORY     - Date     Condition        Report By
 MO1017  HISTORY     - 1963     MONUMENTED       CGS
 MO1017
 MO1017                          STATION DESCRIPTION
 MO1017
 MO1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1017'THE STATION IS 5 MILES EAST AND 1 MILE NORTH OF ALBIN, WYOMING,
 MO1017'ON THE SUMMIT OF A RIDGE, ON THE EAST SIDE OF A GRAVEL ROAD,
 MO1017'IN THE NORTHWEST CORNER OF SECTION 22, T 17 N, R 58 W.
 MO1017'
 MO1017'TO REACH THE STATION FROM THE POST OFFICE IN ALBIN, WYOMING,
 MO1017'GO EAST ON A BLACKTOP ROAD FOR 2.45 MILES TO A T-INTERSECTION
 MO1017'AT THE WYOMING - NEBRASKA STATE LINE.  TURN LEFT AND GO NORTH
 MO1017'ON THE BLACKTOP ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE
 MO1017'RIGHT.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 2.5 MILES
 MO1017'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON THE
 MO1017'GRAVEL ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT
 MO1017'AT THE CREST OF A HILL.  CONTINUE NORTH ON THE GRAVEL ROAD
 MO1017'FOR 0.55 MILE TO THE SUMMIT OF A RIDGE AND THE STATION ON
 MO1017'THE RIGHT.
 MO1017'
 MO1017'STATION MARKS ARE STANDARD DISKS STAMPED BANNER 1963.  THE
 MO1017'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MO1017'5 INCHES.  IT IS 35 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 MO1017'AND 19.5 FEET SOUTH OF A 5 BY 6 INCH WOODEN POST WITH A
 MO1017'TRIANGLE BLAZE ON THE WEST SIDE.  THE UNDERGROUND DISK IS
 MO1017'SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE
 MO1017'SURFACE OF THE GROUND.
 MO1017'
 MO1017'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BANNER NO 1
 MO1017'1963, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 MO1017'INCHES.  IT IS 35 FEET SOUTH OF A TELEPHONE POLE, 30 FEET
 MO1017'WEST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT EAST OF A
 MO1017'FENCE.
 MO1017'
 MO1017'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BANNER NO 2
 MO1017'1963, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MO1017'IT IS 85 FEET NORTH OF A TELEPHONE POLE, 31.5 FEET WEST OF
 MO1017'THE CENTER OF THE GRAVEL ROAD, 19.5 FEET SOUTH OF A TELEPHONE
 MO1017'POLE AND 1 FOOT EAST OF THE FENCE.
 MO1017'
 MO1017'STATE HIGHWAY DEPT. R.O.W. MARKER, A BRASS DISK STAMPED
 MO1017'22 17 58, IS SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST
 MO1017'WHICH PROJECTS 1 FOOT ABOVE THE SURFACE OF THE GROUND.  IT
 MO1017'IS 33.5 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 14.5
 MO1017'FEET NORTH OF A 5 BY 6 INCH WOODEN POST WITH A TRIANGLE BLAZE
 MO1017'ON THE WEST SIDE.
 MO1017'
 MO1017'AZIMUTH MARK, A STANDARD DISK STAMPED BANNER 1963, IS SET
 MO1017'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 MO1017'29 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 2.5 FEET
 MO1017'NORTHEAST OF A METAL WITNESS POST AND 2 FEET EAST OF A TELEPHONE
 MO1017'POLE.
 MO1017'
 MO1017'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1847 ***********************************************************************
 MK1847  DESIGNATION -  BAPTIST CHURCH SPIRE
 MK1847  PID         -  MK1847
 MK1847  STATE/COUNTY-  NE/PLATTE
 MK1847  USGS QUAD   -  PLATTE CENTER (1966)
 MK1847
 MK1847                         *CURRENT SURVEY CONTROL
 MK1847  ___________________________________________________________________
 MK1847* NAD 83(1995)-  41 36 00.81565(N)    097 25 19.71138(W)     ADJUSTED  
 MK1847* NAVD 88     -                                                        
 MK1847  ___________________________________________________________________
 MK1847  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 MK1847  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 MK1847
 MK1847  HORZ ORDER  -  THIRD
 MK1847
 MK1847.The horizontal coordinates were established by classical geodetic methods
 MK1847.and adjusted by the National Geodetic Survey in August 1997..
 MK1847
 MK1847
 MK1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1847
 MK1847.The geoid height was determined by GEOID03.
 MK1847
 MK1847;                    North         East     Units Scale Factor Converg.
 MK1847;SPC NE       -   199,372.431   714,804.160   MT  0.99965995   +1 42 30.0
 MK1847;UTM  14      - 4,606,593.632   631,491.150   MT  0.99981277   +1 02 51.8
 MK1847
 MK1847                          SUPERSEDED SURVEY CONTROL
 MK1847
 MK1847  NAD 83(1986)-  41 36 00.82460(N)    097 25 19.71644(W) AD(       ) 4
 MK1847  NAD 27      -  41 36 00.79000(N)    097 25 18.57000(W) AD(       ) 3
 MK1847
 MK1847.Superseded values are not recommended for survey control.
 MK1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1847.See file dsdata.txt to determine how the superseded data were derived.
 MK1847
 MK1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3149106594(NAD 83)
 MK1847_MARKER: 90 = CHURCH SPIRE
 MK1847
 MK1847  HISTORY     - Date     Condition        Report By
 MK1847  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1847
 MK1847                          STATION DESCRIPTION
 MK1847
 MK1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1847'OBJECT OBSERVED UPON WAS TIP OF SPIRE ON A BAPTIST CHURCH
 MK1847'LOCATED ABOUT 5 MILES WEST-NORTHWEST OF STATION JANSSEN.
 MK1847'INTERSECTION STATION WAS IN MIDDLE OF SCHEME AND NOT VISITED, SO
 MK1847'FURTHER DETAILS WERE NOT OBTAINED.
 MK1847'
 MK1847'OBSERVED UPON FROM STATIONS JANSSEN AND MONROE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1418 ***********************************************************************
 LF1418  DESIGNATION -  BAR
 LF1418  PID         -  LF1418
 LF1418  STATE/COUNTY-  NE/OTOE
 LF1418  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1418
 LF1418                         *CURRENT SURVEY CONTROL
 LF1418  ___________________________________________________________________
 LF1418* NAD 83(1995)-  40 41 49.75838(N)    095 58 18.64543(W)     ADJUSTED  
 LF1418* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 LF1418  ___________________________________________________________________
 LF1418  LAPLACE CORR-         -10.06  (seconds)                    DEFLEC99
 LF1418  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 LF1418
 LF1418  HORZ ORDER  -  SECOND
 LF1418
 LF1418.The horizontal coordinates were established by classical geodetic methods
 LF1418.and adjusted by the National Geodetic Survey in August 1997..
 LF1418
 LF1418.The orthometric height was scaled from a topographic map.
 LF1418
 LF1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1418
 LF1418.The geoid height was determined by GEOID03.
 LF1418
 LF1418;                    North         East     Units Scale Factor Converg.
 LF1418;SPC NE       -   103,836.606   840,250.244   MT  0.99975739   +2 40 10.0
 LF1418;SPC IA S     -    80,386.242   291,112.678   MT  0.99998677   -1 37 41.5
 LF1418;UTM  15      - 4,509,387.536   248,905.659   MT  1.00037611   -1 56 19.8
 LF1418;UTM  14      - 4,509,550.139   755,852.533   MT  1.00040581   +1 58 32.2
 LF1418
 LF1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1418!SPC NE       -   0.99994548  x   0.99975739  =   0.99970289
 LF1418!SPC IA S     -   0.99994548  x   0.99998677  =   0.99993226
 LF1418!UTM  15      -   0.99994548  x   1.00037611  =   1.00032157
 LF1418!UTM  14      -   0.99994548  x   1.00040581  =   1.00035127
 LF1418
 LF1418|---------------------------------------------------------------------|
 LF1418| PID    Reference Object                     Distance      Geod. Az  |
 LF1418|                                                           dddmmss.s |
 LF1418| CL6825 BAR RM 1                             30.230 METERS 13004     |
 LF1418| CL6824 BAR AZ MK                                          1960615.6 |
 LF1418| CL6826 BAR RM 2                             26.765 METERS 22332     |
 LF1418|---------------------------------------------------------------------|
 LF1418
 LF1418                          SUPERSEDED SURVEY CONTROL
 LF1418
 LF1418  NAD 83(1986)-  40 41 49.76574(N)    095 58 18.64238(W) AD(       ) 2
 LF1418  NAD 27      -  40 41 49.75171(N)    095 58 17.62023(W) AD(       ) 2
 LF1418
 LF1418.Superseded values are not recommended for survey control.
 LF1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1418.See file dsdata.txt to determine how the superseded data were derived.
 LF1418
 LF1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4890609388(NAD 83)
 LF1418_MARKER: DS = TRIANGULATION STATION DISK
 LF1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1418
 LF1418  HISTORY     - Date     Condition        Report By
 LF1418  HISTORY     - 1961     MONUMENTED       CGS
 LF1418
 LF1418                          STATION DESCRIPTION
 LF1418
 LF1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LF1418'THE STATION IS 6 MILES NORTHWEST OF NEBRASKA CITY, 3 MILES
 LF1418'NORTHEAST OF DUNBAR AND UPON THE NORTH RIGHT-OF-WAY OF AN
 LF1418'EAST-WEST ROAD.
 LF1418'
 LF1418'TO REACH THE STATION FROM THE POST OFFICE IN DUNBAR, DRIVE EAST
 LF1418'ON STATE HIGHWAY 2 FOR 2.0 MILES TO A CROSS ROAD.  TURN LEFT
 LF1418'AND CONTINUE NORTH FOR 2.0 MILES TO A T-ROAD INTERSECTION.
 LF1418'TURN RIGHT AND DRIVE EAST FOR 1.05 MILES TO THE STATION ON THE
 LF1418'LEFT.
 LF1418'
 LF1418'SURFACE-STATION MARK, A STANDARD DISK STAMPED BAR 1961, IS SET
 LF1418'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 LF1418'WITH THE SURFACE OF THE GROUND.  IT IS 70.4 FEET SOUTH OF THE
 LF1418'SOUTHWEST CORNER OF FARM HOUSE, 47.0 FEET WEST OF A POWERLINE
 LF1418'POLE WITH A TRANSFORMER AND 35.0 FEET NORTH OF THE CENTER OF THE
 LF1418'ROAD.
 LF1418'
 LF1418'UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED BAR 1961, IS SET
 LF1418'IN THE TOP OF A MASS OF CONCRETE 41 INCHES BELOW THE SURFACE OF
 LF1418'THE GROUND.
 LF1418'
 LF1418'REFERENCE MARK 1, A STANDARD DISK STAMPED BAR NO 1 1961, IS SET
 LF1418'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 4
 LF1418'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 27.0 FEET SOUTH
 LF1418'OF THE CENTER OF THE ROAD, 12.0 FEET EAST OF THE CENTER OF AN
 LF1418'ENTRANCE DRIVE INTO A FIELD, 1.0 FOOT NORTH OF THE SOUTH
 LF1418'RIGHT-OF-WAY FENCE AND 1.0 FOOT SOUTH OF A METAL WITNESS POST
 LF1418'WITH SIGN.
 LF1418'
 LF1418'REFERENCE MARK 2, A STANDARD DISK STAMPED BAR NO 2 1961, IS SET
 LF1418'IN THE TOP OF A CONCRETE POST, 12 INCHES SQUARE AT THE TOP,
 LF1418'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 30.0
 LF1418'FEET SOUTH OF THE CENTER OF THE ROAD AND 1.0 FOOT NORTH OF THE
 LF1418'SOUTH RIGHT-OF-WAY FENCE.
 LF1418'
 LF1418'THE PICTURE POINT IS THE SOUTHWEST CORNER OF THE FARM HOUSE.
 LF1418'
 LF1418'THE AZIMUTH MARK, A STANDARD DISK STAMPED BAR 1961, IS SET IN THE
 LF1418'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 LF1418'ABOVE THE SURFACE OF THE GROUND.  IT IS 81.0 FEET NORTH OF AN
 LF1418'ENTRANCE DRIVE INTO A FIELD, 28.0 FEET EAST OF THE CENTER OF
 LF1418'THE ROAD, 1.5 FEET NORTH OF A TELEPHONE POLE AND 1.0 FOOT EAST
 LF1418'OF A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1062 ***********************************************************************
 LG1062  DESIGNATION -  BAR RESET
 LG1062  PID         -  LG1062
 LG1062  STATE/COUNTY-  NE/GAGE
 LG1062  USGS QUAD   -  WYMORE (1970)
 LG1062
 LG1062                         *CURRENT SURVEY CONTROL
 LG1062  ___________________________________________________________________
 LG1062* NAD 83(1995)-  40 00 05.64858(N)    096 44 05.16234(W)     ADJUSTED  
 LG1062* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 LG1062  ___________________________________________________________________
 LG1062  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 LG1062  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 LG1062
 LG1062  HORZ ORDER  -  SECOND
 LG1062
 LG1062.The horizontal coordinates were established by classical geodetic methods
 LG1062.and adjusted by the National Geodetic Survey in August 1997..
 LG1062
 LG1062.The orthometric height was scaled from a topographic map.
 LG1062
 LG1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1062
 LG1062.The geoid height was determined by GEOID03.
 LG1062
 LG1062;                    North         East     Units Scale Factor Converg.
 LG1062;SPC NE       -    23,944.925   778,757.956   MT  0.99999929   +2 09 49.9
 LG1062;SPC KS N     -   185,958.850   508,041.723   MT  1.00004270   +0 48 01.9
 LG1062;UTM  14      - 4,430,389.139   693,364.006   MT  1.00006031   +1 27 23.6
 LG1062
 LG1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1062!SPC NE       -   0.99993918  x   0.99999929  =   0.99993847
 LG1062!SPC KS N     -   0.99993918  x   1.00004270  =   0.99998188
 LG1062!UTM  14      -   0.99993918  x   1.00006031  =   0.99999949
 LG1062
 LG1062|---------------------------------------------------------------------|
 LG1062| PID    Reference Object                     Distance      Geod. Az  |
 LG1062|                                                           dddmmss.s |
 LG1062| CL6820 BAR RM 1                             38.079 METERS 04311     |
 LG1062| LG1066 WYMORE IMMANUELS FRIEDHOF CH        APPROX. 6.6 KM 0900108.8 |
 LG1062| CL6818 BAR AZ MK                                          0902224.4 |
 LG1062| CL6819 BAR AZ MK RESET                                    0902220.0 |
 LG1062| CL6822 BAR RM 3                             18.990 METERS 10954     |
 LG1062| CL6823 BAR RM 4                             24.117 METERS 17849     |
 LG1062| KF1176 BREMEN ST IMMANUELS LUTH CH         APPROX. 8.1 KM 2005821.0 |
 LG1062| KF1143 BETHLEHEM EVAN LUTH CH SPIRE        APPROX. 2.1 KM 2180648.2 |
 LG1062| KF1174 TRINITY LUTHERAN CHURCH SPIRE       APPROX. 9.9 KM 2405322.5 |
 LG1062| CL6821 BAR RM 2                             19.633 METERS 32012     |
 LG1062|---------------------------------------------------------------------|
 LG1062
 LG1062                          SUPERSEDED SURVEY CONTROL
 LG1062
 LG1062  NAD 83(1986)-  40 00 05.65431(N)    096 44 05.15874(W) AD(       ) 2
 LG1062  NAD 27      -  40 00 05.64200(N)    096 44 04.07200(W) AD(       ) 2
 LG1062
 LG1062.Superseded values are not recommended for survey control.
 LG1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1062.See file dsdata.txt to determine how the superseded data were derived.
 LG1062
 LG1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9336430389(NAD 83)
 LG1062_MARKER: DS = TRIANGULATION STATION DISK
 LG1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1062
 LG1062  HISTORY     - Date     Condition        Report By
 LG1062  HISTORY     - 1947     MONUMENTED       CGS
 LG1062  HISTORY     - 1965     GOOD             CGS
 LG1062  HISTORY     - 1966     GOOD             CGS
 LG1062
 LG1062                          STATION DESCRIPTION
 LG1062
 LG1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1062'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF ODELL, 8 MILES
 LG1062'SOUTH-SOUTHWEST OF WYMORE AND 7 MILES NORTH-NORTHWEST OF HERKIMER
 LG1062'ON THE NORTH SIDE OF THE KANSAS-NEBRASKA STATE LINE ROAD.  IT IS
 LG1062'48 FEET NORTH OF THE CENTER OF THE STATE LINE ROAD, 21 FEET NORTH
 LG1062'OF AN EAST-WEST FENCE LINE, 22.5 FEET EAST OF THE CENTER OF THE
 LG1062'LANE LEADING INTO A FARM HOUSE, AND 20.5 FEET NORTH OF A 4-INCH
 LG1062'SQUARE WHITE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS
 LG1062'STAMPED BAR 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1062'
 LG1062'REFERENCE MARK NO. 1 IS 87 FEET SOUTH OF THE SOUTHEAST CORNER OF
 LG1062'A BARN AND 1 FOOT WEST OF A FENCE CORNER.  IT IS STAMPED BAR
 LG1062'NO 1 1947 AND PROJECTS 6 INCHES.
 LG1062'
 LG1062'REFERENCE MARK NO. 2 IS 96 FEET NORTH OF THE CENTER OF THE STATE
 LG1062'LINE ROAD AND 1 FOOT EAST OF A FENCE LINE ON THE EAST SIDE OF A
 LG1062'FARM HOUSE.  IT IS STAMPED BAR NO 2 1947 AND IS FLUSH WITH THE
 LG1062'SURFACE OF THE GROUND.
 LG1062'
 LG1062'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF THE STATE LINE
 LG1062'ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 2 FEET WEST OF
 LG1062'A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 2.5 FEET.  IT
 LG1062'IS STAMPED BAR 1947 AND PROJECTS 6 INCHES.
 LG1062'
 LG1062'TO REACH THE STATION FROM THE POST OFFICE IN HERKIMER, GO NORTH
 LG1062'ON GRAVELED ROAD FOR 7.6 MILES TO THE STATE LINE ROAD, TURN LEFT
 LG1062'AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LG1062'CONTINUE ON THE STATE LINE ROAD, WEST, FOR 1.05 MILE TO THE
 LG1062'STATION ON THE RIGHT AS DESCRIBED.
 LG1062'
 LG1062'A 74 FOOT SIGNAL AT HORSESHOE IS V.G.
 LG1062'
 LG1062'A 47 FOOT SIGNAL AT LANHAM IS VISIBLE AT 50 FEET.
 LG1062'
 LG1062'A 74 FOOT SIGNAL AT ROSEMAN IS VISIBLE AT 10 FEET.
 LG1062'
 LG1062'AN 87 FOOT SIGNAL AT ODELL IS VISIBLE AT 20 FEET.
 LG1062'
 LG1062'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1062
 LG1062                          STATION RECOVERY (1965)
 LG1062
 LG1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LG1062'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LG1062'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 LG1062'FOUND DISPLACED.
 LG1062'
 LG1062'AT THE REQUEST OF THE PROPERTY OWNER, THE SURFACE STATION MARK
 LG1062'WAS LOWERED, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 LG1062'DESTROYED.
 LG1062'
 LG1062'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND AN AZIMUTH MARK
 LG1062'WERE SET BY THIS PARTY.
 LG1062'
 LG1062'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LG1062'
 LG1062'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF ODELL, 8 MILES
 LG1062'SOUTH-SOUTHWEST OF WYMORE, 7 MILES NORTH-NORTHWEST OF HERKIMER,
 LG1062'ON THE NORTH SIDE OF THE KANSAS-NEBRASKA STATE LINE ROAD, AND AT
 LG1062'THE SOUTHWEST CORNER OF A CULTIVATED FIELD.
 LG1062'
 LG1062'TO REACH THE STATION FROM THE POST OFFICE IN HERKIMER, GO NORTH
 LG1062'ON A GRAVELED ROAD FOR 7.6 MILES TO THE STATE LINE ROAD.  TURN LEFT
 LG1062'AND GO WEST ON A GRAVELED ROAD FOR 0.05 MILE TO THE AZIMUTH MARK
 LG1062'ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 1.05 MILES TO
 LG1062'A FIELD ENTRANCE AND THE STATION ON THE RIGHT.
 LG1062'
 LG1062'THE STATION MARK, A STANDARD DISK STAMPED BAR 1947 1965, IS SET
 LG1062'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 12 INCHES BELOW THE
 LG1062'SURFACE OF THE GROUND.  IT IS 51 FEET NORTH OF THE CENTER OF
 LG1062'THE STATE LINE ROAD, 28 FEET EAST OF THE CENTER OF A FIELD
 LG1062'ENTRANCE, AND 23.5 FEET NORTH OF A METAL WITNESS POST.  THE
 LG1062'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 LG1062'40 INCHES BELOW THE SURFACE OF THE GROUND, THE DISK IS STAMPED
 LG1062'BAR 1947.
 LG1062'
 LG1062'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BAR NO 3 1947, IS SET
 LG1062'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 LG1062'IS 87 FEET EAST OF THE CENTER OF THE FIELD ENTRANCE, AND 29 FEET
 LG1062'NORTH OF THE CENTER OF THE STATE LINE ROAD.
 LG1062'
 LG1062'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BAR NO 4 1947, IS
 LG1062'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 LG1062'IT IS 29 FEET SOUTH OF THE CENTER OF THE STATE LINE ROAD AND IN
 LG1062'AN OLD EAST-WEST FENCELINE.
 LG1062'
 LG1062'AZIMUTH MARK, A STANDARD DISK STAMPED BAR 1947 RESET 1965, IS SET
 LG1062'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 LG1062'IS 27 FEET SOUTH OF THE CENTER OF THE STATE LINE ROAD, 2 FEET
 LG1062'WEST OF A METAL WITNESS POST, AND ABOUT 0.1 MILE WEST OF A POINT
 LG1062'WHERE THE ROAD CURVES TO THE SOUTH.
 LG1062
 LG1062                          STATION RECOVERY (1966)
 LG1062
 LG1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1062'THE STATION WAS VISITED IN 1966 TO LOCATE THE NEW AZIMUTH MARK
 LG1062'WHICH WAS SET IN 1965.  THE REFERENCE MARKS WERE NOT CHECKED AT
 LG1062'THIS TIME BECAUSE THEY WERE ESTABLISHED IN 1965.  THE 1965
 LG1062'DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0494 ***********************************************************************
 NO0494  DESIGNATION -  BARE
 NO0494  PID         -  NO0494
 NO0494  STATE/COUNTY-  NE/CHERRY
 NO0494  USGS QUAD   -  MERRIMAN NE (1990)
 NO0494
 NO0494                         *CURRENT SURVEY CONTROL
 NO0494  ___________________________________________________________________
 NO0494* NAD 83(1995)-  42 54 34.76912(N)    101 34 40.62942(W)     ADJUSTED  
 NO0494* NAVD 88     -      1042.     (meters)    3419.     (feet)  SCALED    
 NO0494  ___________________________________________________________________
 NO0494  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 NO0494  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 NO0494
 NO0494  HORZ ORDER  -  SECOND
 NO0494
 NO0494.The horizontal coordinates were established by classical geodetic methods
 NO0494.and adjusted by the National Geodetic Survey in August 1997..
 NO0494
 NO0494.The orthometric height was scaled from a topographic map.
 NO0494
 NO0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0494
 NO0494.The geoid height was determined by GEOID03.
 NO0494
 NO0494;                    North         East     Units Scale Factor Converg.
 NO0494;SPC NE       -   342,760.989   371,156.202   MT  0.99995981   -1 02 44.5
 NO0494;SPC SD S     -    64,786.656   498,369.531   MT  0.99998280   -0 51 31.0
 NO0494;SPC SD S     -   212,554.22  1,635,067.37   sFT  0.99998280   -0 51 31.0
 NO0494;UTM  14      - 4,754,006.940   289,562.454   MT  1.00014483   -1 45 21.0
 NO0494
 NO0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0494!SPC NE       -   0.99983962  x   0.99995981  =   0.99979943
 NO0494!SPC SD S     -   0.99983962  x   0.99998280  =   0.99982242
 NO0494!UTM  14      -   0.99983962  x   1.00014483  =   0.99998442
 NO0494
 NO0494:                Primary Azimuth Mark                     Grid Az
 NO0494:SPC NE       -  BARE AZ MK                               010 34 26.4
 NO0494:SPC SD S     -  BARE AZ MK                               010 23 12.9
 NO0494:UTM  14      -  BARE AZ MK                               011 17 02.9
 NO0494
 NO0494|---------------------------------------------------------------------|
 NO0494| PID    Reference Object                     Distance      Geod. Az  |
 NO0494|                                                           dddmmss.s |
 NO0494| CP9571 BARE AZ MK                                         0093141.9 |
 NO0494| CP9572 BARE RM 1                            23.869 METERS 13930     |
 NO0494| CP9573 BARE RM 2                            12.744 METERS 26927     |
 NO0494| NO0496 MERRIMAN MUNICIPAL TANK             APPROX.10.1 KM 2740846.4 |
 NO0494|---------------------------------------------------------------------|
 NO0494
 NO0494                          SUPERSEDED SURVEY CONTROL
 NO0494
 NO0494  NAD 83(1986)-  42 54 34.76335(N)    101 34 40.63701(W) AD(       ) 2
 NO0494  NAD 27      -  42 54 34.76000(N)    101 34 39.10400(W) AD(       ) 2
 NO0494
 NO0494.Superseded values are not recommended for survey control.
 NO0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0494.See file dsdata.txt to determine how the superseded data were derived.
 NO0494
 NO0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN8956254007(NAD 83)
 NO0494_MARKER: DS = TRIANGULATION STATION DISK
 NO0494_SETTING: 0 = UNSPECIFIED SETTING
 NO0494
 NO0494  HISTORY     - Date     Condition        Report By
 NO0494  HISTORY     - 1946     MONUMENTED       CGS
 NO0494  HISTORY     - 1949     GOOD             CGS
 NO0494
 NO0494                          STATION DESCRIPTION
 NO0494
 NO0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0494'LOCATED ABOUT 6-1/4 MILES EAST OF MERRIMAN, 1.0 MILE SOUTH OF
 NO0494'U.S. HIGHWAY NO. 20, 75 YARDS NORTH OF A WIRE FENCE, 5 FEET
 NO0494'WEST OF THE SHARP EAST SLOPE OF THE HILL AND 10 FEET SOUTH OF
 NO0494'A REFERENCE POST ON THE HIGHEST POINT OF A PROMINENT NORTH-SOUTH
 NO0494'SAND RIDGE.  IT IS A STANDARD DISK STAMPED BARE 1946 WELDED TO
 NO0494'THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 16 INCHES.
 NO0494'
 NO0494'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF THE RIDGE AND
 NO0494'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK
 NO0494'STAMPED BARE NO 1 1946 WELDED TO THE TOP OF A 3-INCH SOIL
 NO0494'PIPE THAT PROJECTS 14 INCHES.
 NO0494'
 NO0494'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF A SMALL NORTH-SOUTH
 NO0494'SAND RIDGE THAT IS PARALLEL TO THE STATION RIDGE AND IS AT THE
 NO0494'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK STAMPED
 NO0494'BARE NO 2 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT
 NO0494'PROJECTS 16 INCHES.
 NO0494'
 NO0494'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTERLINE OF U.S.
 NO0494'HIGHWAY NO. 20, 23 FEET WEST OF THE WEST GATE POST OF A WIRE
 NO0494'GATE AND 10 INCHES SOUTH OF A WIRE FENCE.  IT IS A STANDARD DISK
 NO0494'STAMPED BARE 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT
 NO0494'PROJECTS 16 INCHES.
 NO0494'
 NO0494'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO.
 NO0494'61 AND U.S. HIGHWAY NO. 20 AT THE NORTH EDGE OF MERRIMAN, GO
 NO0494'EAST ON NO. 20 FOR 5.55 MILES TO THE O.M. RANCH ON THE LEFT.
 NO0494'CONTINUE EAST ON NO. 20 FOR 1.1 MILE TO A WIRE GATE AND THE
 NO0494'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT, SOUTHERLY, FOR 1.0
 NO0494'MILE TO THE HIGHEST POINT OF THE SAND RIDGE AND THE STATION.
 NO0494
 NO0494                          STATION RECOVERY (1949)
 NO0494
 NO0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0494'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 NO0494'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 NO0494'
 NO0494'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 NO0494'
 NO0494'THE STATION IS LOCATED ABOUT 18.0 MILES WEST OF CODY, 6.5
 NO0494'MILES EAST OF MERRIMAN, AND 1.0 MILE SOUTH OF U.S. HIGHWAY
 NO0494'20.  IT IS ON THE HIGHEST POINT OF A PROMINENT NORTH-SOUTH
 NO0494'SAND RIDGE, 10 FEET EAST OF THE EAST EDGE OF SAND BLOW-OUT.
 NO0494'IT IS A STANDARD DISK STAMPED BARE 1946 WELDED TO THE TOP OF
 NO0494'A 3 INCH IRON PIPE THAT PROJECTS 16 INCHES.
 NO0494'
 NO0494'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, ON A SMALL
 NO0494'KNOLL SOUTH OF THE STATION, AND ABOUT 4 FEET LOWER THAN THE
 NO0494'STATION IN ELEVATION.  IT IS A STANDARD DISK STAMPED BARE NO
 NO0494'1 1946 WELDED TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS
 NO0494'12 INCHES.
 NO0494'
 NO0494'REFERENCE MARK NO. 2 IS WEST OF THE STATION, ABOUT 2 FEET
 NO0494'LOWER THAN THE STATION IN ELEVATION.  IT IS A STANDARD DISK
 NO0494'STAMPED BARE NO 2 1946 WELDED TO THE TOP OF A 3 INCH IRON PIPE.
 NO0494'
 NO0494'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, 43 FEET SOUTH
 NO0494'OF THE CENTER OF U.S. HIGHWAY 20, 23 FEET WEST OF THE WEST
 NO0494'END OF WIRE GATE, AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.
 NO0494'IT IS A STANDARD DISK STAMPED BARE 1946 WELDED TO THE TOP OF
 NO0494'A 3 INCH IRON PIPE THAT PROJECTS 16 INCHES.
 NO0494'
 NO0494'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NO0494'AND THE SOUTH END OF MAIN STREET IN CODY, GO WEST ON U.S.
 NO0494'HIGHWAY 20 FOR 14.1 MILES TO SURFACED T-ROAD RIGHT, CONTINUE
 NO0494'WEST ON U.S. HIGHWAY 20 FOR 3.8 MILES TO WIRE GATE ON THE LEFT
 NO0494'AND AZIMUTH MARK JUST WEST AS DESCRIBED, GO THROUGH GATE
 NO0494'AND PICK WAY SOUTH ACROSS PASTURE FOR 1.0 MILE TO HIGHEST POINT
 NO0494'IN PASTURE AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0397 ***********************************************************************
 NO0397  DESIGNATION -  BARNETT
 NO0397  PID         -  NO0397
 NO0397  STATE/COUNTY-  NE/CHERRY
 NO0397  USGS QUAD   -  SPARKS (1983)
 NO0397
 NO0397                         *CURRENT SURVEY CONTROL
 NO0397  ___________________________________________________________________
 NO0397* NAD 83(1995)-  42 58 18.77102(N)    100 17 43.56591(W)     ADJUSTED  
 NO0397* NAVD 88     -       810.     (meters)    2657.     (feet)  SCALED    
 NO0397  ___________________________________________________________________
 NO0397  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 NO0397  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 NO0397
 NO0397  HORZ ORDER  -  FIRST
 NO0397
 NO0397.The horizontal coordinates were established by classical geodetic methods
 NO0397.and adjusted by the National Geodetic Survey in August 1997..
 NO0397
 NO0397.The orthometric height was scaled from a topographic map.
 NO0397
 NO0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0397
 NO0397.The geoid height was determined by GEOID03.
 NO0397
 NO0397;                    North         East     Units Scale Factor Converg.
 NO0397;SPC NE       -   348,538.611   475,899.319   MT  0.99998722   -0 11 44.8
 NO0397;SPC SD S     -    70,938.118   603,091.585   MT  0.99997008   +0 01 34.1
 NO0397;SPC SD S     -   232,736.14  1,978,642.98   sFT  0.99997008   +0 01 34.1
 NO0397;UTM  14      - 4,758,506.313   394,362.441   MT  0.99973728   -0 52 59.2
 NO0397
 NO0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0397!SPC NE       -   0.99987652  x   0.99998722  =   0.99986374
 NO0397!SPC SD S     -   0.99987652  x   0.99997008  =   0.99984660
 NO0397!UTM  14      -   0.99987652  x   0.99973728  =   0.99961383
 NO0397
 NO0397:                Primary Azimuth Mark                     Grid Az
 NO0397:SPC NE       -  BARNETT AZ MK                            189 52 12.3
 NO0397:SPC SD S     -  BARNETT AZ MK                            189 38 53.4
 NO0397:UTM  14      -  BARNETT AZ MK                            190 33 26.7
 NO0397
 NO0397|---------------------------------------------------------------------|
 NO0397| PID    Reference Object                     Distance      Geod. Az  |
 NO0397|                                                           dddmmss.s |
 NO0397| CO2184 BARNETT AZ MK                                      1894027.5 |
 NO0397| CO2185 BARNETT RM 1                         24.249 METERS 23206     |
 NO0397| CO2186 BARNETT RM 2                         20.074 METERS 31943     |
 NO0397|---------------------------------------------------------------------|
 NO0397
 NO0397                          SUPERSEDED SURVEY CONTROL
 NO0397
 NO0397  NAD 83(1986)-  42 58 18.77403(N)    100 17 43.57897(W) AD(       ) 1
 NO0397  NAD 27      -  42 58 18.74800(N)    100 17 42.11700(W) AD(       ) 1
 NO0397
 NO0397.Superseded values are not recommended for survey control.
 NO0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0397.See file dsdata.txt to determine how the superseded data were derived.
 NO0397
 NO0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9436258506(NAD 83)
 NO0397_MARKER: DS = TRIANGULATION STATION DISK
 NO0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0397
 NO0397  HISTORY     - Date     Condition        Report By
 NO0397  HISTORY     - 1936     MONUMENTED       CGS
 NO0397  HISTORY     - 1949     GOOD             CGS
 NO0397
 NO0397                          STATION DESCRIPTION
 NO0397
 NO0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0397'ON A LONE FLAT-TOPPED BUTTE 12.8 MILES NORTHEAST OF VALENTINE,
 NO0397'NEBR., 1.3 MILES SOUTH OF THE STATE LINE, 0.8 MILE SOUTH OF
 NO0397'MR. BARNETTS RANCH, ON PROPERTY OWNED BY ALBERT BARNETT.
 NO0397'
 NO0397'TO REACH STATION FROM VALENTINE, TAKE STATE HIGHWAY 7 NORTH
 NO0397'FROM THE INTERSECTION WITH U.S. HIGHWAY 183 IN VALENTINE, GO
 NO0397'0.1 MILE, TURN RIGHT (EAST) ON STATE 7, GO NORTH AND EAST 17.6
 NO0397'MILES TO DIRT CROSSROADS, TURN LEFT (NORTH) ON DIRT ROAD AND
 NO0397'GO 3.1 MILES (PAST BUTTE AND STATION ON RIGHT) TO SCHOOLHOUSE
 NO0397'ON RIGHT AND LANE LEADING (EAST) TO THE BARNETT HOUSE, TURN
 NO0397'RIGHT ON LANE AND GO TO CORRALS AND BARN ON RIGHT, GO THROUGH
 NO0397'CORRAL GATES AND FOLLOW DIM TRAILS SOUTH AND EAST TO SOUTHEAST
 NO0397'SLOPE OF BUTTE, FROM THIS POINT DRIVE UP GENTLEST SLOPE TO
 NO0397'STATION ON THE HIGHEST POINT AND THE APPROXIMATE CENTER OF
 NO0397'BUTTE.  MARK PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 NO0397'
 NO0397'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION ON SAME BUTTE.
 NO0397'MARK PROJECTS ABOUT 3 INCHES.
 NO0397'
 NO0397'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, ON THE SAME BUTTE.
 NO0397'MARK PROJECTS ABOUT 3 INCHES, AND IS 30.83 METERS (NORTH)
 NO0397'OF REFERENCE MARK NO. 1.
 NO0397'
 NO0397'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE SOUTHWEST OF STATION,
 NO0397'8 PACES WEST OF THE CENTER OF SECTION-LINE ROAD RUNNING PAST
 NO0397'WEST FACE OF BUTTE, AND 0.5 MILE SOUTH OF THE CROSSROADS WHICH
 NO0397'IS SOUTHWEST OF THE BUTTE.
 NO0397'
 NO0397'ALL LIGHTS VISIBLE FROM 4-FOOT STAND.
 NO0397'
 NO0397'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0397'BRONZE DISKS SET AS DESCRIBED.
 NO0397
 NO0397                          STATION RECOVERY (1949)
 NO0397
 NO0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0397'THE STATION AND UNDERGROUND MARK, REFERENCE MARK NO. 1,
 NO0397'REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE FOUND AS
 NO0397'DESCRIBED AND ARE IN GOOD CONDITION.  FOLLOWING IS A NEW AND
 NO0397'COMPLETE DESCRIPTION--
 NO0397'
 NO0397'THE STATION IS LOCATED ON TOP AND NEAR THE CENTER
 NO0397'OF A PROMINENT BUTTE KNOWN LOCALLY AS FLAT TOP BUTTE, ABOUT
 NO0397'12.8 MILES NORTHEAST OF VALENTINE, AND ABOUT 1.3 MILES SOUTH
 NO0397'OF THE NEBRASKA-SOUTH DAKOTA STATE LINES.  IT IS 3.5 FEET
 NO0397'SOUTH OF A WITNESS POST AND PROJECTS 3 INCHES ABOVE THE GROUND.
 NO0397'IT IS STAMPED BARNETT 1936
 NO0397'
 NO0397'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION
 NO0397'AS THE STATION AND PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 NO0397'STAMPED BARNETT NO 1 1936.
 NO0397'
 NO0397'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION
 NO0397'AS THE STATION AND PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 NO0397'STAMPED BARNETT NO 2 1936.
 NO0397'
 NO0397'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0397'NO. 2 IS 100.83 FEET.
 NO0397'
 NO0397'THE AZIMUTH MARK IS 61.0 FEET SOUTH OF A T FENCE
 NO0397'CORNER, 27.0 FEET WEST OF THE CENTER OF A SECTION-LINE ROAD,
 NO0397'AND 5.0 FEET EAST OF A FENCE, AND 1.7 FEET NORTHEAST OF A
 NO0397'WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED BARNETT
 NO0397'1936
 NO0397'
 NO0397'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO
 NO0397'NORTH ON STATE ROUTE NO. 7 FOR 0.1 OF A MILE TO WHERE STATE
 NO0397'ROUTE NO. 7 TURNS RIGHT, TURN RIGHT ON STATE ROUTE NO. 7 AND
 NO0397'GO EAST AND NORTH FOR 15.0 MILES TO WHERE STATE ROUTE NO. 7
 NO0397'TURNS TO THE RIGHT AT A SCHOOL HOUSE ON THE LEFT, TURN RIGHT
 NO0397'AND CONTINUE ON STATE ROUTE NO. 7 FOR 3.05 MILES TO A CROSSROAD
 NO0397'LEFT, TURN LEFT AND GO NORTH FOR 1.5 MILES TO THE AZIMUTH MARK
 NO0397'ON THE LEFT AS DESCRIBED, CONTINUE NORTH FOR 0.5 OF A MILE
 NO0397'TO A CROSSROAD JUST NORTH OF A FARM HOME, TURN RIGHT AND GO
 NO0397'EAST FOR ABOUT 50.0 FEET TO A GATE ON THE LEFT IN AN
 NO0397'EAST-WEST FENCE, TURN LEFT THROUGH THIS GATE AND GO
 NO0397'NORTHEASTERLY ACROSS PASTURE FOR 0.2 OF A MILE TO THE EASTERN
 NO0397'END OF A BUTTE, THEN TURN SHARP LEFT AND GO WEST UP A STEEP
 NO0397'SLOPE TO THE TOP OF THE BUTTE AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1409 ***********************************************************************
 LF1409  DESIGNATION -  BARNEY
 LF1409  PID         -  LF1409
 LF1409  STATE/COUNTY-  NE/NEMAHA
 LF1409  USGS QUAD   -  JULIAN (1984)
 LF1409
 LF1409                         *CURRENT SURVEY CONTROL
 LF1409  ___________________________________________________________________
 LF1409* NAD 83(1995)-  40 31 16.53089(N)    095 45 17.02511(W)     ADJUSTED  
 LF1409* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 LF1409  ___________________________________________________________________
 LF1409  LAPLACE CORR-          -6.59  (seconds)                    DEFLEC99
 LF1409  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LF1409
 LF1409  HORZ ORDER  -  THIRD
 LF1409
 LF1409.The horizontal coordinates were established by classical geodetic methods
 LF1409.and adjusted by the National Geodetic Survey in August 1997..
 LF1409
 LF1409.The orthometric height was scaled from a topographic map.
 LF1409
 LF1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1409
 LF1409.The geoid height was determined by GEOID03.
 LF1409
 LF1409;                    North         East     Units Scale Factor Converg.
 LF1409;SPC NE       -    85,209.218   859,533.799   MT  0.99980492   +2 48 48.0
 LF1409;SPC IA S     -    60,361.594   308,949.912   MT  1.00001821   -1 29 06.7
 LF1409;SPC MO W     -   484,101.340   743,677.906   MT  1.00008028   -0 48 55.1
 LF1409;UTM  15      - 4,489,260.850   266,640.696   MT  1.00027037   -1 47 26.3
 LF1409
 LF1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1409!SPC NE       -   0.99996121  x   0.99980492  =   0.99976614
 LF1409!SPC IA S     -   0.99996121  x   1.00001821  =   0.99997942
 LF1409!SPC MO W     -   0.99996121  x   1.00008028  =   1.00004149
 LF1409!UTM  15      -   0.99996121  x   1.00027037  =   1.00023157
 LF1409
 LF1409:                Primary Azimuth Mark                     Grid Az
 LF1409:SPC NE       -  PERU MUNICIPAL TANK                      158 45 14.8
 LF1409:SPC IA S     -  PERU MUNICIPAL TANK                      163 03 09.5
 LF1409:SPC MO W     -  PERU MUNICIPAL TANK                      162 22 57.9
 LF1409:UTM  15      -  PERU MUNICIPAL TANK                      163 21 29.1
 LF1409
 LF1409|---------------------------------------------------------------------|
 LF1409| PID    Reference Object                     Distance      Geod. Az  |
 LF1409|                                                           dddmmss.s |
 LF1409| LF1367 PERU MUNICIPAL TANK                 APPROX. 5.4 KM 1613402.8 |
 LF1409| CL6831 BARNEY AZ MK                                       1802052.7 |
 LF1409| CL6832 BARNEY RM 1                          15.905 METERS 24913     |
 LF1409| CL6833 BARNEY RM 2                          19.858 METERS 35438     |
 LF1409|---------------------------------------------------------------------|
 LF1409
 LF1409                          SUPERSEDED SURVEY CONTROL
 LF1409
 LF1409  NAD 83(1986)-  40 31 16.53743(N)    095 45 17.02044(W) AD(       ) 3
 LF1409  NAD 27      -  40 31 16.53500(N)    095 45 16.03400(W) AD(       ) 3
 LF1409
 LF1409.Superseded values are not recommended for survey control.
 LF1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1409.See file dsdata.txt to determine how the superseded data were derived.
 LF1409
 LF1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6664189261(NAD 83)
 LF1409_MARKER: DS = TRIANGULATION STATION DISK
 LF1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1409
 LF1409  HISTORY     - Date     Condition        Report By
 LF1409  HISTORY     - 1947     MONUMENTED       CGS
 LF1409  HISTORY     - 1975     POOR             LOCENG
 LF1409  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LF1409
 LF1409                          STATION DESCRIPTION
 LF1409
 LF1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1409'THE STATION IS LOCATED IN THE MISSOURI RIVER VALLEY, ABOUT 3
 LF1409'MILES NORTH-NORTHWEST OF PERU, ABOUT 2 MILES SOUTHEAST OF BARNEY,
 LF1409'ABOUT 0.15 MILE SOUTH OF THE OTOE-NEMAHA COUNTY LINE, ON THE
 LF1409'RIGHT-OF-WAY OF A NORTH-SOUTH DIRT ROAD.  IT IS 48 YARDS SOUTH OF
 LF1409'A DRIVEWAY LEADING TO A HOUSE, 26 FEET WEST OF THE CENTERLINE OF
 LF1409'THE ROAD, 6 FEET SOUTHEAST OF A WITNESS POST, AND 4 FEET EAST
 LF1409'OF THE RIGHT-OF-WAY FENCE.  THE DISK IS STAMPED BARNEY 1947 AND
 LF1409'PROJECTS 4 INCHES.
 LF1409'
 LF1409'REFERENCE MARK NO. 1 IS 52.18 FEET WEST-SOUTHWEST OF THE STATION,
 LF1409'72 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE BARN, AND IS
 LF1409'SET IN AN EAST-WEST FENCE LINE.  THE DISK IS STAMPED BARNEY NO 1
 LF1409'1947 AND PROJECTS 4 INCHES.
 LF1409'
 LF1409'REFERENCE MARK NO. 2 IS 65.15 FEET NORTH OF THE STATION, 95 FEET
 LF1409'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE BARN, 32 FEET WEST
 LF1409'OF THE CENTERLINE OF THE ROAD, AND IS SET IN THE RIGHT-OF-WAY
 LF1409'FENCE LINE.  THE DISK IS STAMPED BARNEY NO 2 1947 AND PROJECTS 4
 LF1409'INCHES.
 LF1409'
 LF1409'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SOUTH OF THE STATION,
 LF1409'57 FEET NORTHWEST OF THE CENTER OF A CROSS ROAD, 17 FEET NORTH OF
 LF1409'THE CENTERLINE OF AN EAST-WEST DIRT ROAD, 2.5 FEET EAST OF A
 LF1409'WITNESS POST, AND IS SET IN THE RIGHT-OF-WAY FENCE LINE.  THE
 LF1409'DISK IS STAMPED BARNEY 1947 AND PROJECTS 4 INCHES.
 LF1409'
 LF1409'TO REACH THE STATION FROM THE POST OFFICE IN PERU, GO NORTH ON
 LF1409'THE MAIN STREET FOR 0.3 MILE TO THE DEPOT.  BEAR LEFT AND FOLLOW
 LF1409'THE ROAD NORTH AND WEST, ALONG THE EDGE OF THE FOOT HILLS, FOR 1.4
 LF1409'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 1.5 MILES TO THE
 LF1409'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD,
 LF1409'NORTH, FOR 0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LF1409'
 LF1409'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 LF1409'
 LF1409'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LF1409
 LF1409                          STATION RECOVERY (1975)
 LF1409
 LF1409'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (RDP)
 LF1409'BARNEY 1947 DISTURBED--STA. HAS AN APPARENT SHIFT TO SE OF ABOUT
 LF1409'0.2 FT.  TOP OF CONCRETE IS NO LONGER LEVEL.
 LF1409'
 LF1409'DID NOT OK FOR AZ MK OR R.M.S.
 LF1409'
 LF1409'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI NNW OF PERU, NEB.
 LF1409
 LF1409                          STATION RECOVERY (1975)
 LF1409
 LF1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LF1409'THE SUB-SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 LF1409'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 LF1409'MARK WAS FOUND TILTED OUT OF POSITION.  THE AZIMUTH MARK WAS
 LF1409'SEARCHED FOR AND COULD NOT BE FOUND.  A SURFACE STATION MARK WAS SET
 LF1409'DIRECTLY ABOVE THE SUB-SURFACE STATION MARK THIS DATE AND STAMPED
 LF1409'BARNEY 1947 1975.  DUE TO THE TREES, TALL BRUSH AND WEEDS A NEW
 LF1409'AZIMUTH MARK COULD NOT BE ESTABLISHED AND THE DISTANCES AND
 LF1409'DIRECTIONS TO THE REFERENCE MARKS COULD NOT BE CHECKED.  THE
 LF1409'FARMER AT THE STATION SITE WOULD HAVE TRIED TO CLEAR THE AREA
 LF1409'WITH HIS FARM EQUIPMENT, BUT HIS BRUSH-HOG WAS BROKE DOWN THIS
 LF1409'DATE.  FOLLOWING ARE ADDITIONAL NOTES FOR THE MARKS AND A NEW
 LF1409'DESCRIPTION OF A ROUTE TO REACH THE STATION.
 LF1409'
 LF1409'THE STATION MARK IS FLUSH WITH THE GROUND SURFACE AND 4 FEET EAST OF
 LF1409'A METAL WITNESS POST IN A FENCELINE.
 LF1409'
 LF1409'REFERENCE MARK 1 IS UNDER A STOCK LOADING SHUTE.
 LF1409'
 LF1409'REFERENCE MARK 2 IS IN THE NORTH-SOUTH FENCELINE BY TREES.
 LF1409'
 LF1409'TO REACH THE STATION FROM THE POST OFFICE IN PERU, GO NORTH ON THE
 LF1409'MAIN STREET FOR 0.25 MILE TO ROAD FORKS, CONTINUE STRAIGHT AHEAD FOR
 LF1409'1.4 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHERLY
 LF1409'FOR 1.5 MILES TO A CROSSROAD, CONTINUE NORTHERLY FOR 0.35 MILE TO
 LF1409'THE STATION ON THE LEFT, JUST BEFORE REACHING A FARM HOUSE ON THE
 LF1409'LEFT AND A LEVEE THAT CROSSES THE ROAD.
 LF1409'
 LF1409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES
 LF1409'NORTHWEST OF PERU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1169 ***********************************************************************
 ML1169  DESIGNATION -  BARRETT
 ML1169  PID         -  ML1169
 ML1169  STATE/COUNTY-  NE/CUSTER
 ML1169  USGS QUAD   -  MERNA (1978)
 ML1169
 ML1169                         *CURRENT SURVEY CONTROL
 ML1169  ___________________________________________________________________
 ML1169* NAD 83(1986)-  41 23 16.     (N)    099 49 29.     (W)     SCALED    
 ML1169* NAVD 88     -       889.74   (+/-2cm)    2919.1    (feet)  VERTCON   
 ML1169  ___________________________________________________________________
 ML1169  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 ML1169
 ML1169  VERT ORDER  -  THIRD ? (See Below)
 ML1169
 ML1169.The horizontal coordinates were scaled from a topographic map and have
 ML1169.an estimated accuracy of +/- 6 seconds.
 ML1169
 ML1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1169.The vertical order pertains to the NGVD 29 superseded value.
 ML1169
 ML1169.The geoid height was determined by GEOID03.
 ML1169
 ML1169;                    North         East    Units  Estimated Accuracy
 ML1169;SPC NE       -   172,600.      514,660.      MT  (+/- 180 meters Scaled)
 ML1169
 ML1169                          SUPERSEDED SURVEY CONTROL
 ML1169
 ML1169  NGVD 29 (07/19/86)  889.48   (m)         2918.2    (f) LEVELING    3  
 ML1169
 ML1169.Superseded values are not recommended for survey control.
 ML1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1169.See file dsdata.txt to determine how the superseded data were derived.
 ML1169
 ML1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML310821(NAD 83)
 ML1169_MARKER: DS = TRIANGULATION STATION DISK
 ML1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1169_SP_SET: CONCRETE POST
 ML1169_STAMPING: BARRETT 1933
 ML1169_MARK LOGO: CGS   
 ML1169_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1169+STABILITY: SURFACE MOTION
 ML1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML1169+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1984
 ML1169
 ML1169  HISTORY     - Date     Condition        Report By
 ML1169  HISTORY     - 1933     MONUMENTED       CGS
 ML1169  HISTORY     - 1933     GOOD             CGS
 ML1169  HISTORY     - 19840418 SEE DESCRIPTION  NGS
 ML1169
 ML1169                          STATION DESCRIPTION
 ML1169
 ML1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1169'ABOUT 10 MILES WEST OF BROKEN BOW ON SOUTHERN END OF WEST TABLE,
 ML1169'ON LAND OWNED BY DAN BARRETT OF BROKEN BOW AND FARMED BY ART
 ML1169'J. BAYLESS.
 ML1169'
 ML1169'REACHED FROM BROKEN BOW VIA STATE HIGHWAY 16 WEST AND NORTH
 ML1169'2.1 MILES TO GRADED ROAD TURNING WEST AT CALLAWAY SIGN.  FOLLOW
 ML1169'THIS ROAD WEST 8.2 MILES TO FORK, KEEP LEFT-HAND FORK SOUTH
 ML1169'AND WEST 1.2 MILES TO STATION.  STATION IS IN SOUTH END OF THICK
 ML1169'GROVE OF SMALL TREES ACROSS THE ROAD FROM SMALL GRAVEYARD, 44.2
 ML1169'FEET NORTH OF CENTERLINE OF ROAD, 15 FEET NORTH OF WIRE FENCE.
 ML1169'MARK IS FLUSH WITH THE GROUND.
 ML1169'
 ML1169'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION IN FENCE
 ML1169'LINE ON NORTH SIDE OF HIGHWAY, 25 FEET NORTH OF CENTERLINE OF ROAD.
 ML1169'
 ML1169'REFERENCE MARK NO. 2 IS SOUTH OF STATION IN FENCE LINE ON SOUTH
 ML1169'SIDE OF HIGHWAY, 30.5 FEET SOUTH OF CENTERLINE OF ROAD.
 ML1169'
 ML1169'REFERENCE MARK NO. 3 IS SOUTHWEST OF STATION IN FENCE LINE
 ML1169'APPROXIMATELY 15 FEET EAST OF ROAD.  ALL REFERENCE
 ML1169'MARKS SET 4 INCHES ABOVE GROUND.
 ML1169'
 ML1169'HEIGHT OF SIGNAL ABOVE STATION MARK - 7.40 METERS.
 ML1169
 ML1169                          STATION RECOVERY (1933)
 ML1169
 ML1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 ML1169'RECOVERED IN GOOD CONDITION.
 ML1169
 ML1169                          STATION RECOVERY (1984)
 ML1169
 ML1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ML1169'THE SURFACE STATION MARK, RM 1 AND RM 3, WHICH HAD SERVED AS THE
 ML1169'AZIMUTH MARK WERE ALL FOUND DESTROYED.  THE UNDERGROUND STATION MARK
 ML1169'AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.  A NEW SURFACE
 ML1169'MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK AND IS RECESSED 18 IN
 ML1169'BELOW THE GROUND SURFACE DUE TO THE STATION MARKS NOW BEING IN A
 ML1169'CULTIVATED FIELD.  A REFERENCE MARK 4 AND A NEW AZIMUTH MARK WERE
 ML1169'ALSO ESTABLISHED.  THE DISTANCE AND DIRECTION TO RM 2 AGREED WITH
 ML1169'1933 DATA.  A POLARIS OBSERVATION WAS MADE TO THE NEW AZIMUTH MARK.
 ML1169'FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR BARRETT RESET AND
 ML1169'ACCESORY MARKS.
 ML1169'THE SURFACE STATION MARK HAD ALSO BEEN A USGS BENCH MARK IN THEIR BOOK
 ML1169'160, CALLAWAY QUAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1224 ***********************************************************************
 ML1224  DESIGNATION -  BARRETT AZ MK 2
 ML1224  PID         -  ML1224
 ML1224  STATE/COUNTY-  NE/CUSTER
 ML1224  USGS QUAD   -  MERNA (1978)
 ML1224
 ML1224                         *CURRENT SURVEY CONTROL
 ML1224  ___________________________________________________________________
 ML1224* NAD 83(1995)-  41 23 26.70276(N)    099 49 42.93096(W)     ADJUSTED  
 ML1224* NAVD 88     -       886.     (meters)    2907.     (feet)  SCALED    
 ML1224  ___________________________________________________________________
 ML1224  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 ML1224  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 ML1224
 ML1224  HORZ ORDER  -  THIRD
 ML1224
 ML1224.The horizontal coordinates were established by classical geodetic methods
 ML1224.and adjusted by the National Geodetic Survey in August 1997..
 ML1224
 ML1224.The orthometric height was scaled from a topographic map.
 ML1224
 ML1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1224
 ML1224.The geoid height was determined by GEOID03.
 ML1224
 ML1224;                    North         East     Units Scale Factor Converg.
 ML1224;SPC NE       -   172,926.899   514,331.068   MT  0.99966060   +0 06 48.9
 ML1224;UTM  14      - 4,582,466.783   430,727.015   MT  0.99965906   -0 32 52.4
 ML1224
 ML1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1224!SPC NE       -   0.99986452  x   0.99966060  =   0.99952516
 ML1224!UTM  14      -   0.99986452  x   0.99965906  =   0.99952362
 ML1224
 ML1224                          SUPERSEDED SURVEY CONTROL
 ML1224
 ML1224  NAD 83(1986)-  41 23 26.70970(N)    099 49 42.93613(W) AD(       ) 3
 ML1224
 ML1224.Superseded values are not recommended for survey control.
 ML1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1224.See file dsdata.txt to determine how the superseded data were derived.
 ML1224
 ML1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3072782467(NAD 83)
 ML1224_MARKER: DZ = AZIMUTH MARK DISK
 ML1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1224_SP_SET: CONCRETE POST
 ML1224_STAMPING: BARRETT 1933 NO 2 1984
 ML1224_MARK LOGO: NGS   
 ML1224_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ML1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1224+STABILITY: SURFACE MOTION
 ML1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1224+SATELLITE: SATELLITE OBSERVATIONS - 1984
 ML1224
 ML1224  HISTORY     - Date     Condition        Report By
 ML1224  HISTORY     - 1984     MONUMENTED       NGS
 ML1224
 ML1224                          STATION DESCRIPTION
 ML1224
 ML1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ML1224'THE STATION IS LOCATED ABOUT 21.3 KM (13.2 MI) NORTHEAST FROM
 ML1224'CALLAWAY, 16.5 KM (10.3 MI) WEST FROM BROKEN BOW, 12.5 KM (7.8 MI)
 ML1224'SOUTHWEST FROM MERNA AND ON COUNTY ROAD RIGHT-OF-WAY.
 ML1224'TO REACH FROM THE CUSTER COUNTY COURTHOUSE IN BROKEN BOW, GO WEST AND
 ML1224'NORTHWEST ON STATE HIGHWAY 2 AND 92 FOR 3.30 KM (2.05 MI) TO A PAVED
 ML1224'COUNTY ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON THE COUNTY ROAD,
 ML1224'WHICH LEADS TO CALLAWAY, FOR 14.40 KM (8.95 MI) TO THE STATION ON THE
 ML1224'RIGHT.
 ML1224'THE SURFACE STATION DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST
 ML1224'THAT IS FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS 1.07 M
 ML1224'(3.51 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 13.1 M (43.0 FT)
 ML1224'WEST FROM THE CENTERLINE OF THE ROAD, 0.46 M (1.51 FT) SOUTH FROM A
 ML1224'WITNESS POST AND 0.30 M (0.98 FT) EAST FROM A FENCE.
 ML1224'THE MARK WAS POSITIONED BY AN ELECTRONIC TRAVERSE AND A POLARIS
 ML1224'OBSERVATION FROM STATION-BARRETT RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1225 ***********************************************************************
 ML1225  DESIGNATION -  BARRETT RESET
 ML1225  PID         -  ML1225
 ML1225  STATE/COUNTY-  NE/CUSTER
 ML1225  USGS QUAD   -  MERNA (1978)
 ML1225
 ML1225                         *CURRENT SURVEY CONTROL
 ML1225  ___________________________________________________________________
 ML1225* NAD 83(1995)-  41 23 16.15739(N)    099 49 29.78577(W)     ADJUSTED  
 ML1225* NAVD 88     -       889.     (meters)    2917.     (feet)  SCALED    
 ML1225  ___________________________________________________________________
 ML1225  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 ML1225  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 ML1225
 ML1225  HORZ ORDER  -  FIRST
 ML1225
 ML1225.The horizontal coordinates were established by classical geodetic methods
 ML1225.and adjusted by the National Geodetic Survey in August 1997..
 ML1225
 ML1225.The orthometric height was scaled from a topographic map.
 ML1225
 ML1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1225
 ML1225.The geoid height was determined by GEOID03.
 ML1225
 ML1225;                    North         East     Units Scale Factor Converg.
 ML1225;SPC NE       -   172,602.293   514,637.016   MT  0.99966071   +0 06 57.6
 ML1225;UTM  14      - 4,582,138.667   431,029.194   MT  0.99965854   -0 32 43.6
 ML1225
 ML1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1225!SPC NE       -   0.99986407  x   0.99966071  =   0.99952482
 ML1225!UTM  14      -   0.99986407  x   0.99965854  =   0.99952265
 ML1225
 ML1225|---------------------------------------------------------------------|
 ML1225| PID    Reference Object                     Distance      Geod. Az  |
 ML1225|                                                           dddmmss.s |
 ML1225| ML1227 BARRETT RM 1                         20.110 METERS 10051     |
 ML1225| ML1228 BARRETT RM 2                         22.800 METERS 17741     |
 ML1225| ML1229 BARRETT RM 3                                       2233755.4 |
 ML1225| ML1230 BARRETT RM 4                         39.679 METERS 27125     |
 ML1225| ML1224 BARRETT AZ MK 2                     446.215 METERS 3164839.4 |
 ML1225|---------------------------------------------------------------------|
 ML1225
 ML1225                          SUPERSEDED SURVEY CONTROL
 ML1225
 ML1225  NAD 83(1986)-  41 23 16.16420(N)    099 49 29.79107(W) AD(       ) 1
 ML1225  NAD 27      -  41 23 16.14400(N)    099 49 28.36200(W) AD(       ) 1
 ML1225
 ML1225.Superseded values are not recommended for survey control.
 ML1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1225.See file dsdata.txt to determine how the superseded data were derived.
 ML1225
 ML1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3102982139(NAD 83)
 ML1225_MARKER: DH = HORIZONTAL CONTROL DISK
 ML1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1225_SP_SET: CONCRETE POST
 ML1225_STAMPING: BARRETT 1933 1984
 ML1225_MARK LOGO: NGS   
 ML1225_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ML1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1225+STABILITY: SURFACE MOTION
 ML1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1225+SATELLITE: SATELLITE OBSERVATIONS - 1984
 ML1225
 ML1225  HISTORY     - Date     Condition        Report By
 ML1225  HISTORY     - 1984     MONUMENTED       NGS
 ML1225
 ML1225                          STATION DESCRIPTION
 ML1225
 ML1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ML1225'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI) NORTHEAST FROM
 ML1225'CALLAWAY, 16.1 KM (10.0 MI) WEST FROM BROKEN BOW, 12.9 KM (8.0 MI)
 ML1225'SOUTHWEST FROM MERNA AND IN A CULTIVATED FIELD ON PROPERTY OWNED BY
 ML1225'ROBERT NICHELSON, BROKEN BOW STAR ROUTE, CALLAWAY, NE 68825.
 ML1225'TELEPHONE 308-872 5470.
 ML1225'TO REACH FROM THE COURTHOUSE IN BROKEN BOW, GO WEST AND NORTHWEST ON
 ML1225'STATE HIGHWAY 2 AND 92 FOR 3.30 KM (2.05 MI) TO A PAVED COUNTY ROAD
 ML1225'ON THE LEFT, LEADING TO CALLAWAY.  TURN LEFT AND AND GO WEST ON THE
 ML1225'PAVED COUNTY ROAD FOR 14.40 KM (8.95 MI) TO THE AZIMUTH MARK ON THE
 ML1225'RIGHT.  CONTINUE SOUTH AND WEST FOR 0.4 KM (0.2 MI) TO A DRIVEWAY ON
 ML1225'THE LEFT.  TURN LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.16 KM
 ML1225'(0.10 MI) TO A TRACK ROAD ON THE LEFT. TURN LEFT AND GO NORTHEAST AND
 ML1225'EAST ON THE TRACK ROAD, ALONG THE NORTH SIDE OF A FENCE AND PASTURE
 ML1225'FOR 0.4 KM (0.2 MI) TO A GATE IN A NORTH/SOUTH FENCE, AN OLD CEMETERY
 ML1225'ON THE RIGHT AND THE STATION, IMMEDIATELY AHEAD, THROUGH THE GATE.
 ML1225'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 ML1225'RECESSED 18 IN BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 ML1225'STAMPED-BARRETT 1933-AND IS SET INTO AN IRREGULAR MASS OF CONCRETE
 ML1225'1.1 M (3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 38.40 M
 ML1225'(125.98 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A FENCE AROUND THE
 ML1225'CEMETERY, 39.40 M (129.26 FT) EAST FROM THE NORTH/SOUTH FENCE, 31.73
 ML1225'M (104.10 FT) NORTH FROM A POWER POLE AND 22.71 M (74.51 FT) NORTH
 ML1225'FROM THE EAST/WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1118 ***********************************************************************
 ML1118  DESIGNATION -  BARTLETT BISHOPS WINDMILL
 ML1118  PID         -  ML1118
 ML1118  STATE/COUNTY-  NE/WHEELER
 ML1118  USGS QUAD   -  BARTLETT (1985)
 ML1118
 ML1118                         *CURRENT SURVEY CONTROL
 ML1118  ___________________________________________________________________
 ML1118* NAD 83(1995)-  41 52 56.08055(N)    098 33 09.03191(W)     ADJUSTED  
 ML1118* NAVD 88     -                                                        
 ML1118  ___________________________________________________________________
 ML1118  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 ML1118  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ML1118
 ML1118  HORZ ORDER  -  THIRD
 ML1118
 ML1118.The horizontal coordinates were established by classical geodetic methods
 ML1118.and adjusted by the National Geodetic Survey in August 1997..
 ML1118
 ML1118
 ML1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1118
 ML1118.The geoid height was determined by GEOID03.
 ML1118
 ML1118;                    North         East     Units Scale Factor Converg.
 ML1118;SPC NE       -   228,488.136   620,102.548   MT  0.99968012   +0 57 33.3
 ML1118;UTM  14      - 4,636,798.909   537,128.441   MT  0.99961696   +0 17 55.5
 ML1118
 ML1118                          SUPERSEDED SURVEY CONTROL
 ML1118
 ML1118  NAD 83(1986)-  41 52 56.08498(N)    098 33 09.03722(W) AD(       ) 4
 ML1118  NAD 27      -  41 52 56.05600(N)    098 33 07.75300(W) AD(       ) 3
 ML1118
 ML1118.Superseded values are not recommended for survey control.
 ML1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1118.See file dsdata.txt to determine how the superseded data were derived.
 ML1118
 ML1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3712836799(NAD 83)
 ML1118_MARKER: 66 = WINDMILL
 ML1118
 ML1118  HISTORY     - Date     Condition        Report By
 ML1118  HISTORY     - 1900     FIRST OBSERVED   CGS
 ML1118  HISTORY     - 1935     SEE DESCRIPTION  CGS
 ML1118
 ML1118                          STATION DESCRIPTION
 ML1118
 ML1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1118'THIS POINT WAS LOCATED ON A HILL JUST SOUTH OF THE TOWN OF
 ML1118'BARTLETT.  A NEW WELL AND WINDMILL WERE MADE ABOUT 18 YEARS
 ML1118'AGO AT A POINT ABOUT 8 OR 10 FEET SOUTH OF THE ORIGINAL SITE.  THE
 ML1118'ELDER MR. BISHOP IS NOW DEAD BUT HIS TWO SONS OPERATE THE BANK
 ML1118'AT BARTLETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0439 ***********************************************************************
 LJ0439  DESIGNATION -  BARTLEY
 LJ0439  PID         -  LJ0439
 LJ0439  STATE/COUNTY-  NE/RED WILLOW
 LJ0439  USGS QUAD   -  BARTLEY (1983)
 LJ0439
 LJ0439                         *CURRENT SURVEY CONTROL
 LJ0439  ___________________________________________________________________
 LJ0439* NAD 83(1995)-  40 17 29.25701(N)    100 16 55.87537(W)     ADJUSTED  
 LJ0439* NAVD 88     -       754.     (meters)    2474.     (feet)  SCALED    
 LJ0439  ___________________________________________________________________
 LJ0439  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 LJ0439  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 LJ0439
 LJ0439  HORZ ORDER  -  SECOND
 LJ0439
 LJ0439.The horizontal coordinates were established by classical geodetic methods
 LJ0439.and adjusted by the National Geodetic Survey in August 1997..
 LJ0439
 LJ0439.The orthometric height was scaled from a topographic map.
 LJ0439
 LJ0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0439
 LJ0439.The geoid height was determined by GEOID03.
 LJ0439
 LJ0439;                    North         East     Units Scale Factor Converg.
 LJ0439;SPC NE       -    50,906.387   476,008.576   MT  0.99988094   -0 11 13.2
 LJ0439;UTM  14      - 4,460,895.917   391,018.093   MT  0.99974620   -0 49 45.3
 LJ0439
 LJ0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0439!SPC NE       -   0.99988548  x   0.99988094  =   0.99976643
 LJ0439!UTM  14      -   0.99988548  x   0.99974620  =   0.99963171
 LJ0439
 LJ0439:                Primary Azimuth Mark                     Grid Az
 LJ0439:SPC NE       -  BARTLEY AZ MK                            089 12 50.1
 LJ0439:UTM  14      -  BARTLEY AZ MK                            089 51 22.2
 LJ0439
 LJ0439|---------------------------------------------------------------------|
 LJ0439| PID    Reference Object                     Distance      Geod. Az  |
 LJ0439|                                                           dddmmss.s |
 LJ0439| CN7810 BARTLEY AZ MK                                      0890136.9 |
 LJ0439| CN7812 BARTLEY RM 2                         19.176 METERS 09412     |
 LJ0439| LJ0422 CAMBRIDGE REA RADIO MAST            APPROX. 8.2 KM 0952243.8 |
 LJ0439| LJ0440 BARTLEY MUNICIPAL TANK              APPROX. 4.5 KM 2064001.9 |
 LJ0439| LJ0435 INDIANOLA MUNICIPAL TANK            APPROX.12.8 KM 2434502.1 |
 LJ0439| LJ0441 INDIANOLA USBR HQ WATER TOWER       APPROX.12.3 KM 2524752.5 |
 LJ0439| CN7811 BARTLEY RM 1                         17.262 METERS 35930     |
 LJ0439|---------------------------------------------------------------------|
 LJ0439
 LJ0439                          SUPERSEDED SURVEY CONTROL
 LJ0439
 LJ0439  NAD 83(1986)-  40 17 29.26184(N)    100 16 55.87978(W) AD(       ) 2
 LJ0439  NAD 27      -  40 17 29.23810(N)    100 16 54.36654(W) AD(       ) 2
 LJ0439
 LJ0439.Superseded values are not recommended for survey control.
 LJ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0439.See file dsdata.txt to determine how the superseded data were derived.
 LJ0439
 LJ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK9101860896(NAD 83)
 LJ0439_MARKER: DS = TRIANGULATION STATION DISK
 LJ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0439
 LJ0439  HISTORY     - Date     Condition        Report By
 LJ0439  HISTORY     - 1951     MONUMENTED       CGS
 LJ0439
 LJ0439                          STATION DESCRIPTION
 LJ0439
 LJ0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0439'THE STATION IS LOCATED ABOUT 6.0 MILES WEST OF CAMBRIDGE AND
 LJ0439'ABOUT 3.0 MILES NORTH-NORTHEAST OF BARTLEY IN THE SOUTHWEST
 LJ0439'CORNER OF A SCHOOLYARD, 150 FEET SOUTHWEST OF THE SOUTHWEST
 LJ0439'CORNER OF SCHOOLHOUSE, 31 FEET NORTH OF THE CENTER OF AN
 LJ0439'EAST-WEST ROAD AND 10 FEET EAST OF A FENCE CORNER.  IT IS
 LJ0439'STAMPED BARTLEY 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LJ0439'
 LJ0439'REFERENCE MARK NO. 1 IS NEAR THE WEST EDGE OF SCHOOLYARD, 11
 LJ0439'FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED BARTLEY
 LJ0439'NO 1 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LJ0439'
 LJ0439'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF SCHOOLYARD, 27
 LJ0439'FEET NORTH OF THE CENTER OF ROAD.  IT IS STAMPED BARTLEY NO 2 1951
 LJ0439'AND IS FLUSH WITH THE GROUND SURFACE.
 LJ0439'
 LJ0439'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 88.51 FEET.
 LJ0439'
 LJ0439'THE AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF A CULTIVATED
 LJ0439'FIELD, 25 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 3
 LJ0439'FEET NORTH OF A FENCE CORNER AND 1 FOOT WEST OF A NORTH-SOUTH
 LJ0439'FENCE LINE.  IT IS STAMPED BARTLEY 1951 AND PROJECTS 2 INCHES.
 LJ0439'
 LJ0439'TO REACH THE STATION FROM THE INTERSECTION 2 BLOCKS SOUTH OF
 LJ0439'THE POST OFFICE IN BARTLEY, GO EAST ON U.S. HIGHWAYS 34 AND
 LJ0439'6 FOR 0.85 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH ON
 LJ0439'GRAVELED ROAD FOR 2.6 MILES TO A CROSSROAD, TURN RIGHT AND GO
 LJ0439'EAST ON DIRT ROAD FOR 0.5 MILE TO STATION ON LEFT IN SOUTHWEST
 LJ0439'CORNER OF SCHOOLYARD AS DESCRIBED.  CONTINUE EAST FOR 0.6
 LJ0439'MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 LJ0439'
 LJ0439'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0440 ***********************************************************************
 LJ0440  DESIGNATION -  BARTLEY MUNICIPAL TANK
 LJ0440  PID         -  LJ0440
 LJ0440  STATE/COUNTY-  NE/RED WILLOW
 LJ0440  USGS QUAD   -  BARTLEY (1983)
 LJ0440
 LJ0440                         *CURRENT SURVEY CONTROL
 LJ0440  ___________________________________________________________________
 LJ0440* NAD 83(1995)-  40 15 20.18010(N)    100 18 20.48143(W)     ADJUSTED  
 LJ0440* NAVD 88     -                                                        
 LJ0440  ___________________________________________________________________
 LJ0440  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 LJ0440  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 LJ0440
 LJ0440  HORZ ORDER  -  THIRD
 LJ0440
 LJ0440.The horizontal coordinates were established by classical geodetic methods
 LJ0440.and adjusted by the National Geodetic Survey in August 1997..
 LJ0440
 LJ0440
 LJ0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0440
 LJ0440.The geoid height was determined by GEOID03.
 LJ0440
 LJ0440;                    North         East     Units Scale Factor Converg.
 LJ0440;SPC NE       -    46,932.351   473,996.410   MT  0.99989422   -0 12 09.3
 LJ0440;UTM  14      - 4,456,945.214   388,961.828   MT  0.99975177   -0 50 37.8
 LJ0440
 LJ0440                          SUPERSEDED SURVEY CONTROL
 LJ0440
 LJ0440  NAD 83(1986)-  40 15 20.18501(N)    100 18 20.48521(W) AD(       ) 4
 LJ0440  NAD 27      -  40 15 20.16089(N)    100 18 18.96713(W) AD(       ) 3
 LJ0440
 LJ0440.Superseded values are not recommended for survey control.
 LJ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0440.See file dsdata.txt to determine how the superseded data were derived.
 LJ0440
 LJ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK8896256945(NAD 83)
 LJ0440_MARKER: 53 = ELEVATED TANK
 LJ0440
 LJ0440  HISTORY     - Date     Condition        Report By
 LJ0440  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0440
 LJ0440                          STATION DESCRIPTION
 LJ0440
 LJ0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0440'THE STATION IS LOCATED AT THE EXTREME NORTH END OF THE MAIN
 LJ0440'STREET IN BARTLEY.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 LJ0440'SUPPORTING THE TANK PROPER, HAS A CONICAL ROOF WITH A BALL
 LJ0440'AT THE APEX AND AN OVER-ALL HEIGHT OF 100.0 FEET.
 LJ0440'
 LJ0440'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0428 ***********************************************************************
 MN0428  DESIGNATION -  BARTON
 MN0428  PID         -  MN0428
 MN0428  STATE/COUNTY-  NE/DEUEL
 MN0428  USGS QUAD   -  BARTON (1961)
 MN0428
 MN0428                         *CURRENT SURVEY CONTROL
 MN0428  ___________________________________________________________________
 MN0428* NAD 83(1995)-  41 02 46.40810(N)    102 09 51.05226(W)     ADJUSTED  
 MN0428* NAVD 88     -      1066.     (meters)    3497.     (feet)  SCALED    
 MN0428  ___________________________________________________________________
 MN0428  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 MN0428  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 MN0428
 MN0428  HORZ ORDER  -  THIRD
 MN0428
 MN0428.The horizontal coordinates were established by classical geodetic methods
 MN0428.and adjusted by the National Geodetic Survey in August 1997..
 MN0428
 MN0428.The orthometric height was scaled from a topographic map.
 MN0428
 MN0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0428
 MN0428.The geoid height was determined by GEOID03.
 MN0428
 MN0428;                    North         East     Units Scale Factor Converg.
 MN0428;SPC NE       -   136,939.267   318,118.783   MT  0.99969057   -1 26 03.1
 MN0428;SPC CO N     -   500,271.047 1,194,814.178   MT  1.00005325   +2 09 19.4
 MN0428;SPC CO N     - 1,641,305.93  3,919,986.18   sFT  1.00005325   +2 09 19.4
 MN0428;UTM  13      - 4,547,763.385   738,343.572   MT  1.00029923   +1 51 47.0
 MN0428
 MN0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0428!SPC NE       -   0.99983596  x   0.99969057  =   0.99952658
 MN0428!SPC CO N     -   0.99983596  x   1.00005325  =   0.99988920
 MN0428!UTM  13      -   0.99983596  x   1.00029923  =   1.00013514
 MN0428
 MN0428|---------------------------------------------------------------------|
 MN0428| PID    Reference Object                     Distance      Geod. Az  |
 MN0428|                                                           dddmmss.s |
 MN0428| CP7375 BARTON RM 1                          22.485 METERS 17753     |
 MN0428| CP7374 BARTON AZ MK                                       1801005.1 |
 MN0428| CP7376 BARTON RM 2                          24.832 METERS 33617     |
 MN0428|---------------------------------------------------------------------|
 MN0428
 MN0428                          SUPERSEDED SURVEY CONTROL
 MN0428
 MN0428  NAD 83(1995)-  41 02 46.40824(N)    102 09 51.05273(W) AD(       ) 3
 MN0428  NAD 83(1986)-  41 02 46.40781(N)    102 09 51.05273(W) AD(       ) 3
 MN0428  NAD 27      -  41 02 46.43800(N)    102 09 49.38840(W) AD(       ) 3
 MN0428
 MN0428.Superseded values are not recommended for survey control.
 MN0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0428.See file dsdata.txt to determine how the superseded data were derived.
 MN0428
 MN0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3834447763(NAD 83)
 MN0428_MARKER: DS = TRIANGULATION STATION DISK
 MN0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0428_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0428
 MN0428  HISTORY     - Date     Condition        Report By
 MN0428  HISTORY     - 1963     MONUMENTED       CGS
 MN0428
 MN0428                          STATION DESCRIPTION
 MN0428
 MN0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0428'THE STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF BIG SPRINGS,
 MN0428'2-3/4 MILES NORTH OF THE COLORADO-NEBRASKA STATE LINE AND 0.4
 MN0428'MILE NORTH OF U.S. HIGHWAY 138.
 MN0428'
 MN0428'TO REACH THE STATION FROM THE MAIN STREET AND U.S. HIGHWAY 138
 MN0428'IN THE SMALL TOWN OF BIG SPRINGS, GO WEST-SOUTHWEST ON U.S.
 MN0428'HIGHWAY 138 FOR 4.9 MILES TO A STATE WEIGH STATION ON THE RIGHT,
 MN0428'NORTH SIDE OF THE ROAD.  CONTINUE WEST ON U.S. HIGHWAY 138 FOR 0.1
 MN0428'MILE TO A SIDE ROAD RIGHT, NORTH.  TURN RIGHT, NORTH ON GRAVELED
 MN0428'ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT, EAST SIDE OF THE
 MN0428'ROAD AS DESCRIBED.
 MN0428'
 MN0428'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED
 MN0428'ROAD FOR 0.4 MILE TO U.S. HIGHWAY 138.  TURN RIGHT, WEST ON U.S.
 MN0428'HIGHWAY 138 FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT,
 MN0428'SOUTH SIDE OF THE ROAD AS DESCRIBED.
 MN0428'
 MN0428'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0428'CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE GROUND AND
 MN0428'IS STAMPED BARTON 1963.  IT IS 41 FEET EAST OF THE CENTER OF A
 MN0428'GRAVELED ROAD, 6 FEET NORTHWEST OF A METAL WITNESS POST AND
 MN0428'4 FEET WEST OF A WIRE FENCE.
 MN0428'
 MN0428'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0428'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 2 INCHES AND IS STAMPED
 MN0428'BARTON NO 1 1963.  IT IS 35 FEET EAST OF THE CENTER OF A GRAVELED
 MN0428'ROAD AND 2 FEET WEST OF A WIRE FENCE.
 MN0428'
 MN0428'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0428'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND IS
 MN0428'STAMPED BARTON NO 2 1963.  IT IS 34 FEET EAST OF THE CENTER
 MN0428'OF A GRAVELED ROAD AND 2 FEET WEST OF A WIRE FENCE.
 MN0428'
 MN0428'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0428'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND IS STAMPED
 MN0428'BARTON 1963.  IT IS 91 FEET SOUTH OF THE CENTER LINE OF U.S.
 MN0428'HIGHWAY 138 AND 2 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1303 ***********************************************************************
 LH1303  DESIGNATION -  BASE RESET
 LH1303  PID         -  LH1303
 LH1303  STATE/COUNTY-  NE/BUFFALO
 LH1303  USGS QUAD   -  KEARNEY (1983)
 LH1303
 LH1303                         *CURRENT SURVEY CONTROL
 LH1303  ___________________________________________________________________
 LH1303* NAD 83(1995)-  40 44 59.44253(N)    099 01 01.07345(W)     ADJUSTED  
 LH1303* NAVD 88     -       652.5    (meters)    2141.     (feet)  VERTCON   
 LH1303  ___________________________________________________________________
 LH1303  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 LH1303  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 LH1303
 LH1303  HORZ ORDER  -  SECOND
 LH1303
 LH1303.This mark is at Kearney Municipal Airport (EAR)
 LH1303
 LH1303.The horizontal coordinates were established by classical geodetic methods
 LH1303.and adjusted by the National Geodetic Survey in August 1997..
 LH1303
 LH1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1303
 LH1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1303
 LH1303.The geoid height was determined by GEOID03.
 LH1303
 LH1303;                    North         East     Units Scale Factor Converg.
 LH1303;SPC NE       -   102,230.479   582,996.793   MT  0.99974496   +0 39 05.2
 LH1303;UTM  14      - 4,510,988.243   498,567.850   MT  0.99960003   -0 00 39.9
 LH1303
 LH1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1303!SPC NE       -   0.99990148  x   0.99974496  =   0.99964646
 LH1303!UTM  14      -   0.99990148  x   0.99960003  =   0.99950155
 LH1303
 LH1303|---------------------------------------------------------------------|
 LH1303| PID    Reference Object                     Distance      Geod. Az  |
 LH1303|                                                           dddmmss.s |
 LH1303| LH1418 BASE RM 1                            21.294 METERS 07632     |
 LH1303| LH1407 KEARNEY MUNICIPAL APT BCN           APPROX. 2.6 KM 1724350.9 |
 LH1303| LH1419 BASE RM 2                            19.298 METERS 19255     |
 LH1303| LH1311 KEARNEY ROCKWELL MFG CO TANK        APPROX. 4.8 KM 1983755.6 |
 LH1303| LH1309 KEARNEY RADIO MAST                  APPROX.10.6 KM 2105919.9 |
 LH1303| LH1310 KEARNEY BUFFALO CO CTHSE DOME       APPROX. 8.7 KM 2194701.4 |
 LH1303| LH1307 KEARNEY CON PWR ELEC RAD MAST       APPROX. 8.2 KM 2371706.3 |
 LH1303| LH1314 KEARNEY BOYS TRAIN SCH SPIPE        APPROX.10.3 KM 2413639.6 |
 LH1303| CN7813 BASE AZ MK                                         2723916.7 |
 LH1303|---------------------------------------------------------------------|
 LH1303
 LH1303                          SUPERSEDED SURVEY CONTROL
 LH1303
 LH1303  NAD 83(1986)-  40 44 59.44978(N)    099 01 01.07494(W) AD(       ) 2
 LH1303  NAD 27      -  40 44 59.40300(N)    099 00 59.76600(W) AD(       ) 2
 LH1303  NGVD 29 (01/31/91)  652.2    (m)         2140.     (f) VERT ANG       
 LH1303
 LH1303.Superseded values are not recommended for survey control.
 LH1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1303.See file dsdata.txt to determine how the superseded data were derived.
 LH1303
 LH1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9856810988(NAD 83)
 LH1303_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1303_SP_SET: CONCRETE POST
 LH1303_STAMPING: BASE 1950 1986
 LH1303_MARK LOGO: NGS   
 LH1303_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LH1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1303+STABILITY: SURFACE MOTION
 LH1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1303+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 LH1303
 LH1303  HISTORY     - Date     Condition        Report By
 LH1303  HISTORY     - 1986     MONUMENTED       NGS
 LH1303  HISTORY     - 1950     GOOD             CGS
 LH1303  HISTORY     - 1967     GOOD             CGS
 LH1303  HISTORY     - 19860516 GOOD             NGS
 LH1303  HISTORY     - 19970715 GOOD             NGS
 LH1303  HISTORY     - 20050308 GOOD             NEDR
 LH1303
 LH1303                          STATION DESCRIPTION
 LH1303
 LH1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (JCT)
 LH1303'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF KEARNEY AND
 LH1303'IN THE NORTHWEST CORNER OF THE KEARNEY ARMY AIRFIELD.  IT IS 55
 LH1303'FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 23 FEET WEST
 LH1303'OF THE CENTERLINE OF A TRACK ROAD, 18 FEET SOUTH OF THE
 LH1303'RIGHT-OF-WAY FENCE AND 15 FEET EAST OF THE WEST BOUNDARY FENCE.
 LH1303'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BASE 1950.
 LH1303'
 LH1303'REFERENCE MARK NO. 1 IS 40.5 FEET EAST OF THE EAST GATE POST, 38
 LH1303'FEET SOUTH OF THE CENTERLINE OF THE EAST AND WEST ROAD AND 1 FOOT
 LH1303'SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES
 LH1303'AND THE DISK IS STAMPED BASE NO 1 1950.
 LH1303'
 LH1303'REFERENCE MARK NO. 2 IS 79 FEET SOUTH OF THE NORTHWEST CORNER OF
 LH1303'THE AIRFIELD, 36 FEET WEST OF THE CENTERLINE OF A TRACK ROAD
 LH1303'AND 1 FOOT EAST OF THE WEST BOUNDARY FENCE OF AIRFIELD.  THE
 LH1303'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BASE NO 2 1950.
 LH1303'
 LH1303'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF AN EAST AND
 LH1303'WEST ROAD, 28 FEET WEST OF THE SOUTHWEST CORNER OF A FARM YARD
 LH1303'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6
 LH1303'INCHES AND THE DISK IS STAMPED BASE 1950.
 LH1303'
 LH1303'TO REACH FROM THE INTERSECTION OF US HIGHWAY 30 AND STATE HIGHWAY
 LH1303'10 IN KEARNEY, GO NORTH ON HIGHWAY 10 0.4 MILE TO HOSPITAL, TURN
 LH1303'LEFT (WEST) 2 BLOCKS, TURN RIGHT (NORTH) WITH HIGHWAY 10 FOR
 LH1303'2.9 MILES TO RAILROAD CROSSING, CONTINUE NORTH 0.15 MILE TO
 LH1303'CROSSROADS, TURN RIGHT (EAST) 3.2 MILES TO THE AZIMUTH MARK ON
 LH1303'THE LEFT JUST BEFORE REACHING A FARM HOUSE.  HERE CONTINUE EAST
 LH1303'0.4 MILE TO THE STATION ON THE RIGHT IN THE NORTHWEST CORNER
 LH1303'OF THE AIRFIELD.
 LH1303'
 LH1303'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1303
 LH1303                          STATION RECOVERY (1950)
 LH1303
 LH1303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1303'RECOVERED IN GOOD CONDITION.
 LH1303
 LH1303                          STATION RECOVERY (1967)
 LH1303
 LH1303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 LH1303'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LH1303'CONDITION.
 LH1303'
 LH1303'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS
 LH1303'LOCATED IN THE NORTHWEST CORNER OF THE KEARNEY MUNICIPAL AIRPORT
 LH1303'PROPERTY.
 LH1303
 LH1303                          STATION RECOVERY (1986)
 LH1303
 LH1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH1303'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LH1303'IN GOOD CONDITION.  THE SURFACE STATION MARK AND THE AZIMUTH MARK WERE
 LH1303'FOUND DESTROYED.  A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 LH1303'UNDERGROUND MARK AND THE 1400 METER MARK OF THE KEARNEY EDMI
 LH1303'CALIBRATION BASELINE NOW SERVES AS THE AZIMUTH MARK.  THE DISTANCES
 LH1303'AND DIRECTIONS TO THE REFERENCE MARKS AGREED WITH 1950 DATA.  A CHECK
 LH1303'ANGLE WAS ALSO OBTAINED BETWEEN DISTANT LANDMARKS.  THE KEARNEY ARMY
 LH1303'AIRFIELD IS NOW THE KEARNEY MUNICIPAL AIRPORT.  DUE TO THE ABOVE AND
 LH1303'OTHER CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 LH1303'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF KEARNEY, 5.6
 LH1303'KM (3.50 MI) NORTH OF U.S. HIGHWAY 30, 5.6 KM (3.50 MI) EAST OF THE
 LH1303'JUNCTION OF STATE HIGHWAYS 10 AND 40 AND AT THE NORTHWEST CORNER OF
 LH1303'THE KEARNEY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF KEARNEY, KEARNEY
 LH1303'MUNICIPAL AIRPORT, RODNEY A JOHNSON, AIRPORT MANAGER, P.O. BOX 484,
 LH1303'KEARNEY, NEBRASKA 68847.  TELEPHONE 308-234-2318.
 LH1303'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30, WITH STATE
 LH1303'HIGHWAYS 10 AND 44 IN KEARNEY, GO NORTH ON STATE HIGHWAY 10 FOR 5.71
 LH1303'KM (3.55 MI) TO STATE HIGHWAY 40 ON THE LEFT AND A GRAVELED ROAD ON
 LH1303'THE RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 5.79 KM
 LH1303'(3.60 MI) TO THE STATION ON THE RIGHT, AT A TRACK ROAD LEADING SOUTH.
 LH1303'THE SURFACE STATION MARK IS A STANDARD DISK SET INTO THE TOP OF A 30
 LH1303'CM (12 IN) ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 LH1303'UNDERGROUND STATION MARK IS SET INTO AN IRREGULAR MASS OF CONCRETE
 LH1303'THAT IS 1.1 M (3.6 FT) BELOW THE GROUND SURFACE.  THIS DISK IS STAMPED
 LH1303'BASE 1950.
 LH1303'THE MARKS ARE 16.76 M (55.0 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 LH1303'7.01 M (23.0 FT) WEST FROM THE CENTERLINE OF THE TRACK ROAD, 6.71 M
 LH1303'(22.0 FT) SOUTHEAST FROM A FENCE CORNER, 4.57 M (15.0 FT) EAST FROM A
 LH1303'NORTH/SOUTH FENCE AND 0.61 M (2.0 FT) NORTH FROM A WITNESS POST.
 LH1303'REFERENCE MARK 1 IS 21.314 M (69.9 FT) NORTHEAST FROM THE STATION MARK
 LH1303'AND REFERENCE MARK 2 IS 19.323 M (63.4 FT) SOUTH-SOUTHWEST FROM THE
 LH1303'STATION MARK.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 113.34
 LH1303'FEET.DESCRIBED BY J.A. ODUM.
 LH1303
 LH1303                          STATION RECOVERY (1997)
 LH1303
 LH1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 LH1303'RECOVERED AS PER THE 1986 DESCRIPTION, AT THE NORTHWEST CORNER OF THE
 LH1303'KEARNEY MUNICIPAL AIRPORT, NEAR THE CENTER OF SEC16, T9N, R15W.  THE
 LH1303'DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS RECESSED 2
 LH1303'CM BELOW THE GROUND SURFACE.  IT IS 16.8 M (55.1 FT) SOUTH OF THE
 LH1303'CENTERLINE OF A GRADED ROAD, 21.314 M (69.928 FT) SOUTHWEST OF
 LH1303'REFERENCE MARK 1, 19.323 M (63.396 FT) NORTH-NORTHEAST OF REFERENCE
 LH1303'MARK 2, 7.0 M (23.0 FT) EAST OF THE CENTERLINE OF A TRACK ROAD, 6.71 M
 LH1303'(22.01 FT) SOUTHEAST OF THE FENCE CORNER AT THE NORTHWEST CORNER OF
 LH1303'THE AIRPORT PROPERTY, 4.57 M (14.99 FT) EAST OF THE NORTH-SOUTH FENCE
 LH1303'AND 0.61 M (2.00 FT) NORTH OF A WITNESS POST.
 LH1303
 LH1303                          STATION RECOVERY (2005)
 LH1303
 LH1303'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1418 ***********************************************************************
 LH1418  DESIGNATION -  BASE RM 1
 LH1418  PID         -  LH1418
 LH1418  STATE/COUNTY-  NE/BUFFALO
 LH1418  USGS QUAD   -  KEARNEY (1983)
 LH1418
 LH1418                         *CURRENT SURVEY CONTROL
 LH1418  ___________________________________________________________________
 LH1418* NAD 83(1995)-  40 44 59.60335(N)    099 01 00.19072(W)     ADJUSTED  
 LH1418* NAVD 88     -       654.     (meters)    2146.     (feet)  SCALED    
 LH1418  ___________________________________________________________________
 LH1418  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 LH1418  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 LH1418
 LH1418  HORZ ORDER  -  THIRD
 LH1418
 LH1418.This mark is at Kearney Municipal Airport (EAR)
 LH1418
 LH1418.The horizontal coordinates were established by classical geodetic methods
 LH1418.and adjusted by the National Geodetic Survey in August 1997..
 LH1418
 LH1418.The orthometric height was scaled from a topographic map.
 LH1418
 LH1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1418
 LH1418.The geoid height was determined by GEOID03.
 LH1418
 LH1418;                    North         East     Units Scale Factor Converg.
 LH1418;SPC NE       -   102,235.674   583,017.438   MT  0.99974495   +0 39 05.8
 LH1418;UTM  14      - 4,510,993.198   498,588.550   MT  0.99960002   -0 00 39.3
 LH1418
 LH1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1418!SPC NE       -   0.99990125  x   0.99974495  =   0.99964623
 LH1418!UTM  14      -   0.99990125  x   0.99960002  =   0.99950131
 LH1418
 LH1418                          SUPERSEDED SURVEY CONTROL
 LH1418
 LH1418  NAD 83(1986)-  40 44 59.61043(N)    099 01 00.19131(W) AD(       ) 3
 LH1418
 LH1418.Superseded values are not recommended for survey control.
 LH1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1418.See file dsdata.txt to determine how the superseded data were derived.
 LH1418
 LH1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9858910993(NAD 83)
 LH1418_MARKER: DR = REFERENCE MARK DISK
 LH1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1418_SP_SET: SQUARE CONCRETE MONUMENT
 LH1418_STAMPING: BASE NO 1 1950
 LH1418_MARK LOGO: NGS   
 LH1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1418+STABILITY: SURFACE MOTION
 LH1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1418+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 LH1418
 LH1418  HISTORY     - Date     Condition        Report By
 LH1418  HISTORY     - UNK      MONUMENTED
 LH1418  HISTORY     - 19860516 GOOD             NGS
 LH1418  HISTORY     - 20050308 GOOD             NEDR
 LH1418
 LH1418                          STATION DESCRIPTION
 LH1418
 LH1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1418'THE MARK WAS RECOVERED IN GOOD CONDITION.  THERE HAS BEEN NO SEPARATE
 LH1418'STAND ALONE DESCRIPTION FOR THIS MARK. DUE TO THE ABOVE AND OTHER
 LH1418'CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 LH1418'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF KEARNEY, 5.6
 LH1418'KM (3.50 MI) NORTH OF U.S. HIGHWAY 30, 5.6 KM (3.50 MI) EAST OF THE
 LH1418'JUNCTION OF STATE HIGHWAYS 10 AND 40 AND AT THE NORTHWEST CORNER OF
 LH1418'THE KEARNEY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF KEARNEY, KEARNEY
 LH1418'MUNICIPAL AIRPORT, RODNEY A JOHNSON, AIRPORT MANAGER, P.O. BOX 484,
 LH1418'KEARNEY, NEBRASKA 68847.  TELEPHONE 308-234-2318.
 LH1418'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30, WITH STATE
 LH1418'HIGHWAYS 10 AND 44 IN KEARNEY, GO NORTH ON STATE HIGHWAY 10 FOR 5.71
 LH1418'KM (3.55 MI) TO STATE HIGHWAY 40 ON THE LEFT AND A GRAVELED ROAD ON
 LH1418'THE RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 5.79 KM
 LH1418'(3.60 MI) TO THE STATION ON THE RIGHT, AT A TRACK ROAD LEADING SOUTH.
 LH1418'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A 30 CM (12 IN) SQUARE
 LH1418'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 LH1418'THE MARK IS 15.39 M (50.5 FT) EAST FROM THE CENTERLINE OF THE TRACK
 LH1418'ROAD, 11.58 M (38.0 FT) SOUTH FROM THE CENTERLINE OF THE GRAVEDLED
 LH1418'ROAD AND 0.3 M (1.0 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE.
 LH1418'DESCRIBED BY J.A. ODUM
 LH1418
 LH1418                          STATION RECOVERY (2005)
 LH1418
 LH1418'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1419 ***********************************************************************
 LH1419  DESIGNATION -  BASE RM 2
 LH1419  PID         -  LH1419
 LH1419  STATE/COUNTY-  NE/BUFFALO
 LH1419  USGS QUAD   -  KEARNEY (1983)
 LH1419
 LH1419                         *CURRENT SURVEY CONTROL
 LH1419  ___________________________________________________________________
 LH1419* NAD 83(1995)-  40 44 58.83276(N)    099 01 01.25728(W)     ADJUSTED  
 LH1419* NAVD 88     -       654.     (meters)    2146.     (feet)  SCALED    
 LH1419  ___________________________________________________________________
 LH1419  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 LH1419  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 LH1419
 LH1419  HORZ ORDER  -  THIRD
 LH1419
 LH1419.This mark is at Kearney Municipal Airport (EAR)
 LH1419
 LH1419.The horizontal coordinates were established by classical geodetic methods
 LH1419.and adjusted by the National Geodetic Survey in August 1997..
 LH1419
 LH1419.The orthometric height was scaled from a topographic map.
 LH1419
 LH1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1419
 LH1419.The geoid height was determined by GEOID03.
 LH1419
 LH1419;                    North         East     Units Scale Factor Converg.
 LH1419;SPC NE       -   102,211.627   582,992.696   MT  0.99974500   +0 39 05.1
 LH1419;UTM  14      - 4,510,969.442   498,563.535   MT  0.99960003   -0 00 40.0
 LH1419
 LH1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1419!SPC NE       -   0.99990125  x   0.99974500  =   0.99964628
 LH1419!UTM  14      -   0.99990125  x   0.99960003  =   0.99950132
 LH1419
 LH1419                          SUPERSEDED SURVEY CONTROL
 LH1419
 LH1419  NAD 83(1986)-  40 44 58.83918(N)    099 01 01.25877(W) AD(       ) 3
 LH1419
 LH1419.Superseded values are not recommended for survey control.
 LH1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1419.See file dsdata.txt to determine how the superseded data were derived.
 LH1419
 LH1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9856410969(NAD 83)
 LH1419_MARKER: DR = REFERENCE MARK DISK
 LH1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1419_SP_SET: SQUARE CONCRETE MONUMENT
 LH1419_STAMPING: BASE NO 2 1950
 LH1419_MARK LOGO: NGS   
 LH1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1419+STABILITY: SURFACE MOTION
 LH1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1419+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1986
 LH1419
 LH1419  HISTORY     - Date     Condition        Report By
 LH1419  HISTORY     - UNK      MONUMENTED
 LH1419  HISTORY     - 19860516 GOOD             NGS
 LH1419
 LH1419                          STATION DESCRIPTION
 LH1419
 LH1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1419'THE MARK WAS RECOVERED IN GOOD CONDITION.  THERE HAS BEEN NO SEPARATE
 LH1419'STAND ALONE DESCRIPTION FOR THIS MARK. DUE TO THE ABOVE AND OTHER
 LH1419'CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 LH1419'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF KEARNEY, 5.6
 LH1419'KM (3.50 MI) NORTH OF U.S. HIGHWAY 30, 5.6 KM (3.50 MI) EAST OF THE
 LH1419'JUNCTION OF STATE HIGHWAYS 10 AND 40 AND AT THE NORTHWEST CORNER OF
 LH1419'THE KEARNEY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF KEARNEY, KEARNEY
 LH1419'MUNICIPAL AIRPORT, RODNEY A JOHNSON, AIRPORT MANAGER, P.O. BOX 484,
 LH1419'KEARNEY, NEBRASKA 68847.  TELEPHONE 308-234-2318.
 LH1419'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30, WITH STATE
 LH1419'HIGHWAYS 10 AND 44 IN KEARNEY, GO NORTH ON STATE HIGHWAY 10 FOR 5.71
 LH1419'KM (3.55 MI) TO STATE HIGHWAY 40 ON THE LEFT AND A GRAVELED ROAD ON
 LH1419'THE RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 5.79 KM
 LH1419'(3.60 MI) TO THE STATION ON THE RIGHT, AT A TRACK ROAD LEADING SOUTH.
 LH1419'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A 30 CM (12 IN) SQUARE
 LH1419'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 LH1419'THE MARK IS 36.58 M (120.0 FT) SOUTH FROM THE CENTERLINE OF THE
 LH1419'GRAVELED ROAD, 10.97 M (36.0 FT) WEST FROM THE CENTERLINE OF THE TRACK
 LH1419'ROAD AND  0.3 M (1.0 FT) EAST FROM THE FENCE ALONG THE WEST SIDE OF
 LH1419'THE AIRPORT.
 LH1419'DESCRIBED BY J.A. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0716 ***********************************************************************
 NN0716  DESIGNATION -  BASIN
 NN0716  PID         -  NN0716
 NN0716  STATE/COUNTY-  NE/BOYD
 NN0716  USGS QUAD   -  NAPER (1951)
 NN0716
 NN0716                         *CURRENT SURVEY CONTROL
 NN0716  ___________________________________________________________________
 NN0716* NAD 83(1995)-  42 55 54.17904(N)    099 01 10.32702(W)     ADJUSTED  
 NN0716* NAVD 88     -       633.     (meters)    2077.     (feet)  SCALED    
 NN0716  ___________________________________________________________________
 NN0716  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 NN0716  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 NN0716
 NN0716  HORZ ORDER  -  FIRST
 NN0716
 NN0716.The horizontal coordinates were established by classical geodetic methods
 NN0716.and adjusted by the National Geodetic Survey in August 1997..
 NN0716
 NN0716.The orthometric height was scaled from a topographic map.
 NN0716
 NN0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0716
 NN0716.The geoid height was determined by GEOID03.
 NN0716
 NN0716;                    North         East     Units Scale Factor Converg.
 NN0716;SPC NE       -   344,489.391   580,032.350   MT  0.99996939   +0 38 59.1
 NN0716;SPC SD S     -    67,323.788   707,240.102   MT  0.99997816   +0 54 22.8
 NN0716;SPC SD S     -   220,878.13  2,320,336.90   sFT  0.99997816   +0 54 22.8
 NN0716;UTM  14      - 4,753,232.249   498,405.949   MT  0.99960003   -0 00 47.9
 NN0716
 NN0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0716!SPC NE       -   0.99990468  x   0.99996939  =   0.99987407
 NN0716!SPC SD S     -   0.99990468  x   0.99997816  =   0.99988284
 NN0716!UTM  14      -   0.99990468  x   0.99960003  =   0.99950475
 NN0716
 NN0716:                Primary Azimuth Mark                     Grid Az
 NN0716:SPC NE       -  BONESTEEL MUNICIPAL TANK                 018 38 48.9
 NN0716:SPC SD S     -  BONESTEEL MUNICIPAL TANK                 018 23 25.2
 NN0716:UTM  14      -  BONESTEEL MUNICIPAL TANK                 019 18 35.9
 NN0716
 NN0716|---------------------------------------------------------------------|
 NN0716| PID    Reference Object                     Distance      Geod. Az  |
 NN0716|                                                           dddmmss.s |
 NN0716| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.17.1 KM 0191748.0 |
 NN0716| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.15.2 KM 0423830.3 |
 NN0716| CO2190 BASIN RM 1                            6.467 METERS 08644     |
 NN0716| NN0711 BUTTE MUNICIPAL TANK                APPROX.14.2 KM 0982323.4 |
 NN0716| CO2189 BASIN AZ MK                                        1135257.1 |
 NN0716| CO2191 BASIN RM 2                            8.930 METERS 19553     |
 NN0716|---------------------------------------------------------------------|
 NN0716
 NN0716                          SUPERSEDED SURVEY CONTROL
 NN0716
 NN0716  NAD 83(1986)-  42 55 54.18626(N)    099 01 10.33457(W) AD(       ) 1
 NN0716  NAD 27      -  42 55 54.19000(N)    099 01 08.99700(W) AD(       ) 1
 NN0716
 NN0716.Superseded values are not recommended for survey control.
 NN0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0716.See file dsdata.txt to determine how the superseded data were derived.
 NN0716
 NN0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9840653232(NAD 83)
 NN0716_MARKER: DS = TRIANGULATION STATION DISK
 NN0716_SETTING: 66 = SET IN ROCK OUTCROP
 NN0716
 NN0716  HISTORY     - Date     Condition        Report By
 NN0716  HISTORY     - 1940     MONUMENTED       CGS
 NN0716  HISTORY     - 1949     GOOD             CGS
 NN0716
 NN0716                          STATION DESCRIPTION
 NN0716
 NN0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0716'STATION IS LOCATED ON THE HIGHEST AND MOST SOUTHERN OF TWO
 NN0716'HIGH ROCKY BUTTES, IN THE SOUTHEAST CORNER OF SEC. 12, T. 34 N.,
 NN0716'R. 15 W., 2-1/2 MILES SOUTH AND 4 MILES EAST OF NAPER, ON LAND
 NN0716'OWNED BY J.A. GRIFFEN.
 NN0716'
 NN0716'TO REACH FROM BUTTE GO WEST ON STATE HIGHWAY 12 FOR 9.2 MILES
 NN0716'TO THE AZIMUTH MARK ON THE SOUTH SIDE OF HIGHWAY, CONTINUE
 NN0716'0.2 MILE TO A SHARP TURN TO RIGHT, CONTINUE STRAIGHT AHEAD
 NN0716'0.1 MILE TO A GATE IN A SOUTHEAST FENCE CORNER, TURN RIGHT
 NN0716'THROUGH GATE AND GO 0.2 MILE NORTH UP HILL TO TOP OF BUTTE AND
 NN0716'STATION NEAR SOUTH EDGE.
 NN0716'
 NN0716'STATION MARK IS SET FLUSH IN BEDROCK, STAMPED BASIN 1940, AND
 NN0716'IS 30 FEET NORTH OF THE SOUTH EDGE OF BUTTE.
 NN0716'
 NN0716'REFERENCE MARK NO. 1 IS SET FLUSH IN BEDROCK AT THE EAST EDGE
 NN0716'OF THE BUTTE.  THE MARK IS STAMPED BASIN NO. 1 1940.
 NN0716'
 NN0716'REFERENCE MARK NO. 2 IS SET FLUSH IN BEDROCK AT THE SOUTH
 NN0716'EDGE OF THE BUTTE.  THE MARK IS STAMPED BASIN NO. 2 1940.
 NN0716'
 NN0716'THE AZIMUTH MARK IS STAMPED BASIN 1940 AND PROJECTS 4 INCHES.
 NN0716'IT IS 38 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 12 AND
 NN0716'1 FOOT NORTH OF A FENCE.
 NN0716'
 NN0716'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 NN0716
 NN0716                          STATION RECOVERY (1949)
 NN0716
 NN0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0716'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 NN0716'AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 NN0716'
 NN0716'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NN0716'
 NN0716'THE STATION IS LOCATED ABOUT 10.0 MILES WEST OF BUTTE AND 6.0
 NN0716'MILES SOUTHEAST OF NAPER ON LAND OWNED BY MR. E.J. PETERSON.
 NN0716'IT IS ON THE HIGHEST AND MOST SOUTHERN OF TWO ROCKY BUTTES,
 NN0716'30 FEET NORTH OF THE SOUTH EDGE OF THE BUTTE.  IT IS STAMPED
 NN0716'BASIN 1940 AND SET FLUSH WITH THE BEDROCK SURFACE.
 NN0716'
 NN0716'REFERENCE MARK NO. 1 IS EAST OF THE STATION, ON THE EAST
 NN0716'EDGE OF THE BUTTE.  IT IS STAMPED BASIN R.M. 1 1940 AND SET
 NN0716'FLUSH WITH THE SURFACE OF OUTCROPPING BEDROCK.
 NN0716'
 NN0716'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, ON THE
 NN0716'SOUTH SLOPE OF THE BUTTE AND ABOUT 8 FEET LOWER THAN THE STATION
 NN0716'IN ELEVATION.  IT IS STAMPED BASIN R.M. 2 1940 AND SET FLUSH
 NN0716'WITH THE SURFACE OF OUTCROPPING BEDROCK.
 NN0716'
 NN0716'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 38 FEET
 NN0716'SOUTH OF THE CENTER OF STATE HIGHWAY 12, 15 FEET SOUTHWEST OF
 NN0716'POWER LINE POLE, 2 FEET WEST OF WITNESS POST AND 1 FOOT NORTH
 NN0716'OF EAST-WEST FENCE LINE.  IT IS STAMPED BASIN 1940 AND PROJECTS
 NN0716'4 INCHES.
 NN0716'
 NN0716'TO REACH THE STATION FROM THE JUNCTION OF THE NORTH END OF
 NN0716'MAIN STREET AND STATE HIGHWAY 12 IN BUTTE, GO WEST ON STATE
 NN0716'HIGHWAY 12 FOR 8.8 MILES TO CROSSROADS AT SCHOOL HOUSE ON
 NN0716'THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 12 FOR 0.8 MILE TO
 NN0716'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST ON STATE
 NN0716'HIGHWAY 12 FOR 0.15 MILE TO FORKS, TAKE RIGHT FORK AND GO NORTH
 NN0716'ON STATE HIGHWAY 12 FOR 0.2 MILE TO POINT STRAIGHT EAST OF
 NN0716'HIGH BUTTE AND END OF TRUCK TRAVEL, PACK WEST FOR ABOUT 0.2
 NN0716'MILE TO TOP OF BUTTE AND STATION AS DESCRIBED.
 NN0716'
 NN0716'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NN0716'
 NN0716'A 4 FOOT SIGNAL AT STATION BOYD IS VISIBLE AT 4 FEET.
 NN0716'
 NN0716'A 74 FOOT SIGNAL AT STATION SARATOGA 1940 IS VISIBLE AT 4 FEET.
 NN0716'
 NN0716'A 4 FOOT SIGNAL AT STATION SANDY IS VISIBLE AT 4 FEET.
 NN0716'
 NN0716'A 74 FOOT SIGNAL AT STATION BEAVER IS VISIBLE AT 4 FEET.
 NN0716'
 NN0716'A 4 FOOT SIGNAL AT STATION CLAY IS VISIBLE AT 4 FEET.
 NN0716'
 NN0716'A 74 FOOT SIGNAL AT STATION HIGGINS 1934 IS VISIBLE AT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0487 ***********************************************************************
 NN0487  DESIGNATION -  BASSETT
 NN0487  PID         -  NN0487
 NN0487  STATE/COUNTY-  NE/ROCK
 NN0487  USGS QUAD   -  BASSETT (1954)
 NN0487
 NN0487                         *CURRENT SURVEY CONTROL
 NN0487  ___________________________________________________________________
 NN0487* NAD 83(1995)-  42 34 22.65097(N)    099 31 48.69488(W)     ADJUSTED  
 NN0487* NAVD 88     -       739.460  (meters)    2426.05   (feet)  ADJUSTED  
 NN0487  ___________________________________________________________________
 NN0487  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 NN0487  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 NN0487  DYNAMIC HT  -         739.159 (meters)    2425.06  (feet)  COMP
 NN0487  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 NN0487
 NN0487  HORZ ORDER  -  FIRST
 NN0487  VERT ORDER  -  FIRST     CLASS II
 NN0487
 NN0487.The horizontal coordinates were established by classical geodetic methods
 NN0487.and adjusted by the National Geodetic Survey in August 1997..
 NN0487
 NN0487.The orthometric height was determined by differential leveling
 NN0487.and adjusted by the National Geodetic Survey in June 1991..
 NN0487
 NN0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0487
 NN0487.The geoid height was determined by GEOID03.
 NN0487
 NN0487.The dynamic height is computed by dividing the NAVD 88
 NN0487.geopotential number by the normal gravity value computed on the
 NN0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0487.degrees latitude (g = 980.6199 gals.).
 NN0487
 NN0487.The modeled gravity was interpolated from observed gravity values.
 NN0487
 NN0487;                    North         East     Units Scale Factor Converg.
 NN0487;SPC NE       -   304,290.803   538,566.084   MT  0.99983231   +0 18 40.8
 NN0487;UTM  14      - 4,713,530.556   456,486.718   MT  0.99962329   -0 21 31.3
 NN0487
 NN0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0487!SPC NE       -   0.99988769  x   0.99983231  =   0.99972001
 NN0487!UTM  14      -   0.99988769  x   0.99962329  =   0.99951102
 NN0487
 NN0487|---------------------------------------------------------------------|
 NN0487| PID    Reference Object                     Distance      Geod. Az  |
 NN0487|                                                           dddmmss.s |
 NN0487| NN0488 BASSETT RM 1                         35.067 METERS 04553     |
 NN0487| NN0731 NEWPORT STACK                       APPROX.16.6 KM 0784345.3 |
 NN0487| NN0732 NEWPORT MUNICIPAL TANK              APPROX.17.0 KM 0785126.1 |
 NN0487| NN0489 BASSETT RM 2                         35.235 METERS 16807     |
 NN0487| CO2193 BASSETT AZ MK RESET                                2560404.6 |
 NN0487| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.27.7 KM 2644528.1 |
 NN0487| NN0486 BASSETT AZ MK                                      3171444.4 |
 NN0487| NN0782 BASSETT COURTHOUSE CUPOLA FLAG      APPROX. 1.2 KM 3363034.3 |
 NN0487| NN0781 BASSETT MUNICIPAL TANK              APPROX. 1.7 KM 3403103.9 |
 NN0487| NN0783 BASSETT HIGH SCHOOL CHIMNEY         APPROX. 0.7 KM 3560142.5 |
 NN0487|---------------------------------------------------------------------|
 NN0487
 NN0487                          SUPERSEDED SURVEY CONTROL
 NN0487
 NN0487  NAD 83(1986)-  42 34 22.65710(N)    099 31 48.70505(W) AD(       ) 1
 NN0487  NAD 27      -  42 34 22.65700(N)    099 31 47.28200(W) AD(       ) 1
 NN0487  NGVD 29 (??/??/92)  739.213  (m)         2425.23   (f) ADJ UNCH    1 2
 NN0487
 NN0487.Superseded values are not recommended for survey control.
 NN0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0487.See file dsdata.txt to determine how the superseded data were derived.
 NN0487
 NN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5648713531(NAD 83)
 NN0487_MARKER: DB = BENCH MARK DISK
 NN0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0487_STAMPING: BASSETT 1934
 NN0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0487+STABILITY: SURFACE MOTION
 NN0487
 NN0487  HISTORY     - Date     Condition        Report By
 NN0487  HISTORY     - 1934     MONUMENTED       CGS
 NN0487  HISTORY     - 1934     GOOD             CGS
 NN0487  HISTORY     - 1935     GOOD             CGS
 NN0487  HISTORY     - 1949     GOOD             CGS
 NN0487  HISTORY     - 1956     GOOD             CGS
 NN0487
 NN0487                          STATION DESCRIPTION
 NN0487
 NN0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0487'STATION IS LOCATED NEAR THE CENTER OF SEC. 15 ON THE
 NN0487'SOUTHWESTERNMOST OF TWO HIGH SAND HILLS APPROXIMATELY 1.0 MILE
 NN0487'SOUTHEAST OF BASSETT, 80 YARDS WEST OF HALF-SECTION LINE,
 NN0487'T. 30 N., R. 19 W., 240 FEET WEST OF NORTH-SOUTH FENCE LINE,
 NN0487'440 FEET NORTH OF EAST-WEST FENCE-LINE, 20 FEET SOUTHEAST OF
 NN0487'LARGE CONCRETE SLAB (SQUARE MARK).
 NN0487'
 NN0487'STATION IS REACHED FROM THE POST OFFICE IN BASSETT BY GOING
 NN0487'EAST TWO BLOCKS TO COURTHOUSE, TURN RIGHT (SOUTH), GO SOUTH
 NN0487'0.4 MILE TO U.S. HIGHWAY 20 AND CONOCO GAS STATION IN SOUTHEAST
 NN0487'CORNER.  CONTINUE SOUTH 1/4 MILE AND PASS THROUGH GATE, TURN
 NN0487'LEFT (EAST) AND GO 0.5 MILE TO SECOND GATE, ENTER SAME AND
 NN0487'FOLLOW ROAD TO STUCCO HOUSE ON LEFT.  DRIVE SOUTHEAST UP SAND
 NN0487'HILL TO TOP AND STATION.
 NN0487'
 NN0487'REFERENCE MARK NO. 1 IS ON TOP OF SMALL RIDGE RUNNING
 NN0487'NORTH-NORTHEAST FROM STATION HILL, 163 FEET WEST OF NORTH-SOUTH
 NN0487'FENCE LINE 115.03 FEET NORTHEAST OF STATION (SQUARE MARK).
 NN0487'
 NN0487'REFERENCE MARK NO. 2 IS LOCATED ON SOUTH SLOPE OF STATION
 NN0487'HILL, 295 FEET NORTH OF EAST-WEST FENCE-LINE, 237 FEET WEST
 NN0487'OF NORTH-SOUTH FENCE-LINE 115.60 FEET SOUTH BY EAST OF STATION
 NN0487'(SQUARE MARK).
 NN0487'
 NN0487'AZIMUTH MARK IS 0.7 MILE NORTHWEST OF STATION, 34 FEET NORTH
 NN0487'OF CENTERLINE OF U.S. HIGHWAY 83, 4 FEET EAST OF FENCE CORNER.
 NN0487'REACHED FROM STATION BY FOLLOWING DESCRIPTION BACK TO U.S.
 NN0487'HIGHWAY 83, THENCE TURN LEFT (WEST) AND GO 100 FEET BEYOND
 NN0487'INTERSECTION OF U.S. HIGHWAY 83 WITH MAIN GRAVEL HIGHWAY OF
 NN0487'BASSETT.
 NN0487'
 NN0487'WITNESS MARK IS A METAL SPIKE SET IN BLOCK OF GRANITE (A
 NN0487'GRAVESTONE MARKED BERRY).  SPIKE PROJECTS 2 INCHES AND WAS
 NN0487'USED AS A CONNECTION FOR THE BASE AND SHAFT OF GRAVESTONE,
 NN0487'SHAFT IS NOW LAYING ON THE GROUND.  MARK IS 82 FEET NORTH OF
 NN0487'FENCE, 454.4 FT SOUTHEAST BY SOUTH OF STATION.
 NN0487'
 NN0487'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 NN0487
 NN0487                          STATION RECOVERY (1934)
 NN0487
 NN0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NN0487'0.4 MI S FROM BASSETT.
 NN0487'0.4 MILE SOUTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE
 NN0487'AT BASSETT, ROCK COUNTY, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 NN0487'20, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, AND THENCE 0.4
 NN0487'MILE SOUTHEAST ALONG A FARM TRACK ROAD, ON THE TOP OF THE
 NN0487'HIGHEST SAND HILL IN THE LOCALITY, AND 1 FOOT SOUTH OF A WHITE
 NN0487'WOODEN WITNESS POST.  A STANDARD TRIANGULATION-STATION DISK,
 NN0487'STAMPED BASSETT 1934 AND SET IN THE TOP OF A CONCRETE POST
 NN0487'PROJECTING 8 INCHES ABOVE GROUND.
 NN0487
 NN0487                          STATION RECOVERY (1935)
 NN0487
 NN0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAW)
 NN0487'A PART OF THE DESCRIPTION READS AND PASS THROUGH GATE, TURN
 NN0487'LEFT (EAST) AND GO 0.5 MILE TO SECOND GATE.  THIS DISTANCE
 NN0487'IS 0.05 MILE.
 NN0487
 NN0487                          STATION RECOVERY (1949)
 NN0487
 NN0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0487'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 NN0487'WERE RECOVERED AND ARE IN GOOD CONDITION.  THE OLD AZIMUTH
 NN0487'MARK WAS DESTROYED AFTER BEING TILTED OUT OF POSITION BY
 NN0487'ROAD MAINTAINER AND A NEW AZIMUTH MARK SET.
 NN0487'
 NN0487'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 NN0487'
 NN0487'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTHEAST OF BASSETT
 NN0487'ON THE SOUTHWEST OF TWO HIGH SAND HILLS.  IT IS ON THE HIGHEST
 NN0487'POINT OF HILL, 440 FEET NORTH OF EAST-WEST FENCE LINE, 240 FEET
 NN0487'WEST OF NORTH-SOUTH FENCE LINE AND 6 FEET NORTHEAST OF WITNESS
 NN0487'POST.  IT IS STAMPED BASSETT 1934 AND PROJECTS 6 INCHES.
 NN0487'
 NN0487'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, ON THE
 NN0487'TOP OF SMALL RIDGE RUNNING NORTHEAST FROM STATION AND 1 FOOT
 NN0487'SOUTH OF WITNESS POST.  IT IS STAMPED BASSETT NO 1 1934 AND
 NN0487'PROJECTS 6 INCHES.
 NN0487'
 NN0487'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, ON
 NN0487'THE SOUTH SLOPE OF THE HILL AND 1 FOOT NORTH OF WITNESS POST.
 NN0487'IT IS STAMPED BASSETT NO 2 1934 AND PROJECTS 6 INCHES.
 NN0487'
 NN0487'THE AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 34 FEET
 NN0487'EAST OF THE CENTER OF U.S. HIGHWAY 183, 6 FEET NORTH OF
 NN0487'T-FENCE CORNER AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.
 NN0487'IT IS STAMPED BASSETT 1934 RESET 1949 AND PROJECTS 2 INCHES.
 NN0487'
 NN0487'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS
 NN0487'20 AND 183 IN THE SOUTHWEST EDGE OF BASSETT, GO SOUTH ON
 NN0487'U.S. HIGHWAY 183 FOR 0.55 MILE TO T-FENCE INTERSECTION ON THE
 NN0487'LEFT AND AZIMUTH MARK JUST NORTH AS DESCRIBED.
 NN0487'
 NN0487'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NN0487'AND 183 IN THE SOUTHWEST EDGE OF BASSETT, GO EAST ON U.S.
 NN0487'HIGHWAYS 20 AND 183 FOR 2 BLOCKS TO CROSSROADS AT THE THOMPSON
 NN0487'MOTEL, TURN RIGHT AND GO SOUTH ON GRAVELED STREET FOR 0.25
 NN0487'MILE TO T-ROAD LEFT, TURN LEFT AND GO EAST ON TRACK ROAD
 NN0487'FOR 0.1 MILE TO FENCE LINE WITH GATE ABOUT 300 FEET
 NN0487'NORTH-NORTHWEST OF BARN, GO THROUGH GATE AND CONTINUE UPHILL
 NN0487'ON DIM TRACK ROAD FOR 0.1 MILE TO OPENING IN FENCE JUST
 NN0487'SOUTHEAST OF WINDMILL, CONTINUE SOUTHEAST ON TRACK ROAD FOR
 NN0487'0.15 MILE TO HIGHEST POINT OF HILL AND STATION AS DESCRIBED.
 NN0487'
 NN0487'A 4 FOOT SIGNAL AT STATION MINNIG IS VISIBLE AT 4 FEET.
 NN0487'
 NN0487'A 74 FOOT SIGNAL AT STATION SELDEN 1934 IS VISIBLE AT 4 FEET.
 NN0487'
 NN0487'A 4 FOOT SIGNAL AT STATION LONE PINE IS VISIBLE AT 4 FEET.
 NN0487'
 NN0487'A 4 FOOT SIGNAL AT STATION MID IS VISIBLE AT 4 FEET.
 NN0487'
 NN0487'A 74 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 4 FEET.
 NN0487'
 NN0487'A 74 FOOT SIGNAL AT STATION LAMB 1934 IS VISIBLE AT 4 FEET.
 NN0487'
 NN0487'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NN0487
 NN0487                          STATION RECOVERY (1956)
 NN0487
 NN0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 NN0487'STATION WAS RECOVERED AS DESCRIBED BY R.L. ENGDAHL IN 1949
 NN0487'AND ALL MARKS WERE FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH
 NN0487'MARK WHICH WILL BE DESTROYED BY ROAD WORK ON U.S. HIGHWAY
 NN0487'183.  THE AZIMUTH MARK WAS RESET ON LINE AWAY FROM THE STATION.
 NN0487'THE DESCRIPTION BY R.L.E. IN 1949 IS ADEQUATE.  A BRIEF
 NN0487'DESCRIPTION OF THE RESET AZIMUTH MARK FOLLOWS.
 NN0487'
 NN0487'AZIMUTH MARK (RESET) IS 0.5 MILE WEST-SOUTHWEST OF THE STATION,
 NN0487'104 FEET WEST OF THE CENTER OF NEW U.S. HIGHWAY 183, 29 FEET
 NN0487'NORTH-NORTHWEST OF A POWER POLE, 2 FEET SOUTH OF A WITNESS
 NN0487'POST, AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH WITH THE
 NN0487'SURFACE OF THE GROUND AND THE DISK IS STAMPED BASSETT 1934
 NN0487'RESET 1956.
 NN0487'
 NN0487'TO REACH THE AZIMUTH FROM THE JUNCTION OF U.S. HIGHWAYS
 NN0487'20 AND 183 IN BASSETT, GO SOUTH ON U.S. HIGHWAY 183 FOR 0.55
 NN0487'MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0486 ***********************************************************************
 NN0486  DESIGNATION -  BASSETT AZ MK
 NN0486  PID         -  NN0486
 NN0486  STATE/COUNTY-  NE/ROCK
 NN0486  USGS QUAD   -  BASSETT (1954)
 NN0486
 NN0486                         *CURRENT SURVEY CONTROL
 NN0486  ___________________________________________________________________
 NN0486* NAD 83(1986)-  42 34 47.     (N)    099 32 21.     (W)     SCALED    
 NN0486* NAVD 88     -       708.753  (meters)    2325.30   (feet)  ADJUSTED  
 NN0486  ___________________________________________________________________
 NN0486  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 NN0486  DYNAMIC HT  -         708.465 (meters)    2324.36  (feet)  COMP
 NN0486  MODELED GRAV-     980,190.9   (mgal)                       NAVD 88
 NN0486
 NN0486  VERT ORDER  -  FIRST     CLASS II
 NN0486
 NN0486.The horizontal coordinates were scaled from a topographic map and have
 NN0486.an estimated accuracy of +/- 6 seconds.
 NN0486
 NN0486.The orthometric height was determined by differential leveling
 NN0486.and adjusted by the National Geodetic Survey in June 1991..
 NN0486
 NN0486.The geoid height was determined by GEOID03.
 NN0486
 NN0486.The dynamic height is computed by dividing the NAVD 88
 NN0486.geopotential number by the normal gravity value computed on the
 NN0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0486.degrees latitude (g = 980.6199 gals.).
 NN0486
 NN0486.The modeled gravity was interpolated from observed gravity values.
 NN0486
 NN0486;                    North         East    Units  Estimated Accuracy
 NN0486;SPC NE       -   305,040.      537,830.      MT  (+/- 180 meters Scaled)
 NN0486
 NN0486                          SUPERSEDED SURVEY CONTROL
 NN0486
 NN0486  NGVD 29 (??/??/92)  708.505  (m)         2324.49   (f) ADJ UNCH    1 2
 NN0486
 NN0486.Superseded values are not recommended for survey control.
 NN0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0486.See file dsdata.txt to determine how the superseded data were derived.
 NN0486
 NN0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN557142(NAD 83)
 NN0486_MARKER: DZ = AZIMUTH MARK DISK
 NN0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0486_STAMPING: BASSETT AZI 1934
 NN0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0486+STABILITY: SURFACE MOTION
 NN0486
 NN0486  HISTORY     - Date     Condition        Report By
 NN0486  HISTORY     - 1934     MONUMENTED       CGS
 NN0486
 NN0486                          STATION DESCRIPTION
 NN0486
 NN0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0486'0.4 MI S FROM BASSETT.
 NN0486'0.4 MILE SOUTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE AT
 NN0486'BASSETT, ROCK COUNTY, 61 YARDS NORTHWEST OF A LARGE BASSETT
 NN0486'SIGN, NEAR THE INTERSECTION OF U.S. HIGHWAY 20, 50 YARDS WEST OF
 NN0486'THE CENTERLINE OF U.S. HIGHWAY 183, 34 FEET NORTH OF THE
 NN0486'CENTERLINE OF U.S. HIGHWAY 20, 1 FOOT NORTH OF A WHITE WOODEN
 NN0486'WITNESS POST, AND LEVEL WITH U.S. HIGHWAY 20.  A STANDARD
 NN0486'REFERENCE-MARK DISK, STAMPED BASSETT AZI 1934 AND SET IN THE
 NN0486'TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0782 ***********************************************************************
 NN0782  DESIGNATION -  BASSETT COURTHOUSE CUPOLA FLAG
 NN0782  PID         -  NN0782
 NN0782  STATE/COUNTY-  NE/ROCK
 NN0782  USGS QUAD   -  BASSETT (1954)
 NN0782
 NN0782                         *CURRENT SURVEY CONTROL
 NN0782  ___________________________________________________________________
 NN0782* NAD 83(1995)-  42 34 57.48942(N)    099 32 09.18428(W)     ADJUSTED  
 NN0782* NAVD 88     -                                                        
 NN0782  ___________________________________________________________________
 NN0782  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 NN0782  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 NN0782
 NN0782  HORZ ORDER  -  THIRD
 NN0782
 NN0782.The horizontal coordinates were established by classical geodetic methods
 NN0782.and adjusted by the National Geodetic Survey in August 1997..
 NN0782
 NN0782
 NN0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0782
 NN0782.The geoid height was determined by GEOID03.
 NN0782
 NN0782;                    North         East     Units Scale Factor Converg.
 NN0782;SPC NE       -   305,363.088   538,093.108   MT  0.99983549   +0 18 27.2
 NN0782;UTM  14      - 4,714,608.074   456,026.412   MT  0.99962379   -0 21 45.4
 NN0782
 NN0782                          SUPERSEDED SURVEY CONTROL
 NN0782
 NN0782  NAD 83(1986)-  42 34 57.49598(N)    099 32 09.19364(W) AD(       ) 4
 NN0782  NAD 27      -  42 34 57.49100(N)    099 32 07.76700(W) AD(       ) 3
 NN0782
 NN0782.Superseded values are not recommended for survey control.
 NN0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0782.See file dsdata.txt to determine how the superseded data were derived.
 NN0782
 NN0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5602614608(NAD 83)
 NN0782_MARKER: 62 = FLAGPOLE
 NN0782
 NN0782  HISTORY     - Date     Condition        Report By
 NN0782  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0782
 NN0782                          STATION DESCRIPTION
 NN0782
 NN0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0782'POINT OBSERVED UPON IS BASE OF FLAGPOLE ATOP CUPOLA ON WHITE
 NN0782'TWO-STORY COURTHOUSE BUILDING IN BASSETT, APPROXIMATELY 60
 NN0782'FEET HIGH, BUILT IN 1910, LOCATED IN SOUTHEAST PART OF CITY.
 NN0782'
 NN0782'INTERSECTION STATION OBSERVED FROM STATION BASSETT, SELDEN,
 NN0782'LAY, AND LAMB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0783 ***********************************************************************
 NN0783  DESIGNATION -  BASSETT HIGH SCHOOL CHIMNEY
 NN0783  PID         -  NN0783
 NN0783  STATE/COUNTY-  NE/ROCK
 NN0783  USGS QUAD   -  BASSETT (1954)
 NN0783
 NN0783                         *CURRENT SURVEY CONTROL
 NN0783  ___________________________________________________________________
 NN0783* NAD 83(1995)-  42 34 44.12181(N)    099 31 50.71192(W)     ADJUSTED  
 NN0783* NAVD 88     -                                                        
 NN0783  ___________________________________________________________________
 NN0783  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 NN0783  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 NN0783
 NN0783  HORZ ORDER  -  THIRD
 NN0783
 NN0783.The horizontal coordinates were established by classical geodetic methods
 NN0783.and adjusted by the National Geodetic Survey in August 1997..
 NN0783
 NN0783
 NN0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0783
 NN0783.The geoid height was determined by GEOID03.
 NN0783
 NN0783;                    North         East     Units Scale Factor Converg.
 NN0783;SPC NE       -   304,952.954   538,516.496   MT  0.99983426   +0 18 39.5
 NN0783;UTM  14      - 4,714,193.103   456,444.885   MT  0.99962334   -0 21 32.8
 NN0783
 NN0783                          SUPERSEDED SURVEY CONTROL
 NN0783
 NN0783  NAD 83(1986)-  42 34 44.12858(N)    099 31 50.72141(W) AD(       ) 4
 NN0783  NAD 27      -  42 34 44.12700(N)    099 31 49.29900(W) AD(       ) 3
 NN0783
 NN0783.Superseded values are not recommended for survey control.
 NN0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0783.See file dsdata.txt to determine how the superseded data were derived.
 NN0783
 NN0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5644514193(NAD 83)
 NN0783_MARKER: 85 = CHIMNEY
 NN0783
 NN0783  HISTORY     - Date     Condition        Report By
 NN0783  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0783
 NN0783                          STATION DESCRIPTION
 NN0783
 NN0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0783'POINT OBSERVED UPON IS CENTER OF STACK, BASSETT HIGH SCHOOL.
 NN0783'APPROX, 6 FT HIGH OF RED BRICK ATOP HIGH SCHOOL BLDG.  LOCATED
 NN0783'SE OF BASSETT ON U.S. 83.  BLDG. BUILT IN 1925.
 NN0783'
 NN0783'INTERSECTION STATION OBSERVED UPON FROM.  BASSETT, SELDEN,
 NN0783'LAY, NEWPORT, LAMB,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0574 ***********************************************************************
 NN0574  DESIGNATION -  BASSETT MAG STATION
 NN0574  PID         -  NN0574
 NN0574  STATE/COUNTY-  NE/ROCK
 NN0574  USGS QUAD   -  BASSETT (1954)
 NN0574
 NN0574                         *CURRENT SURVEY CONTROL
 NN0574  ___________________________________________________________________
 NN0574* NAD 83(1986)-  42 35 07.     (N)    099 32 11.     (W)     SCALED    
 NN0574* NAVD 88     -       712.381  (meters)    2337.20   (feet)  ADJUSTED  
 NN0574  ___________________________________________________________________
 NN0574  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 NN0574  DYNAMIC HT  -         712.092 (meters)    2336.26  (feet)  COMP
 NN0574  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 NN0574
 NN0574  VERT ORDER  -  FIRST     CLASS II
 NN0574
 NN0574.The horizontal coordinates were scaled from a topographic map and have
 NN0574.an estimated accuracy of +/- 6 seconds.
 NN0574
 NN0574.The orthometric height was determined by differential leveling
 NN0574.and adjusted by the National Geodetic Survey in June 1991..
 NN0574
 NN0574.The geoid height was determined by GEOID03.
 NN0574
 NN0574.The dynamic height is computed by dividing the NAVD 88
 NN0574.geopotential number by the normal gravity value computed on the
 NN0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0574.degrees latitude (g = 980.6199 gals.).
 NN0574
 NN0574.The modeled gravity was interpolated from observed gravity values.
 NN0574
 NN0574;                    North         East    Units  Estimated Accuracy
 NN0574;SPC NE       -   305,660.      538,050.      MT  (+/- 180 meters Scaled)
 NN0574
 NN0574                          SUPERSEDED SURVEY CONTROL
 NN0574
 NN0574  NGVD 29 (??/??/92)  712.132  (m)         2336.39   (f) ADJ UNCH    1 2
 NN0574
 NN0574.Superseded values are not recommended for survey control.
 NN0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0574.See file dsdata.txt to determine how the superseded data were derived.
 NN0574
 NN0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN559149(NAD 83)
 NN0574_MARKER: DM = MAGNETIC STATION DISK
 NN0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0574_MARK LOGO: CGS   
 NN0574_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NN0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0574+STABILITY: SURFACE MOTION
 NN0574
 NN0574  HISTORY     - Date     Condition        Report By
 NN0574  HISTORY     - UNK      MONUMENTED       CGS
 NN0574  HISTORY     - 1939     GOOD             NGS
 NN0574  HISTORY     - 19971128 GOOD             LOCSUR
 NN0574
 NN0574                          STATION DESCRIPTION
 NN0574
 NN0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NN0574'AT BASSETT.
 NN0574'AT BASSETT, ROCK COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 NN0574'NORTHEAST PART OF THE COURTHOUSE GROUNDS, ABOUT 40 YARDS
 NN0574'NORTHEAST OF THE NORTH ENTRANCE TO THE BUILDING, 65.3 FEET WEST
 NN0574'OF THE CONCRETE SIDEWALK ALONG THE EAST EDGE OF THE GROUNDS,
 NN0574'AND 21 FEET SOUTH OF THE SECOND LARGE PINE TREE FROM THE EAST
 NN0574'END OF THE NORTH ROW IN THE GROUNDS.  A STANDARD MAGNETIC-STATION
 NN0574'DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NN0574
 NN0574                          STATION RECOVERY (1997)
 NN0574
 NN0574'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0574'STATION IS LOCATED IN THE NORTHEASTERLY PART OF THE ROCK COUNTY
 NN0574'COURTHOUSE GROUNDS IN BASSETT.  THE COURTHOUSE SQUARE BEING BORDERED
 NN0574'BY BERTHA STREET ON THE NORTH SIDE, AND PARK STREET ON THE EAST SIDE.
 NN0574'STATION IS 148 FEET (45.1 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 NN0574'MAIN COURTHOUSE BUILDING, 46.5 FEET (14.2 M) SOUTH OF THE SOUTH CURB
 NN0574'LINE OF BERTHA STREET, 85.0 FEET (25.9 M) WEST OF THE WEST CURB LINE
 NN0574'OF PARK STREET, 65.5 FEET (20.0 M) WEST OF THE WEST EDGE OF A
 NN0574'NORTH-SOUTH CONCRETE SIDEWALK, 29.1 FEET (8.9 M) SOUTHEAST OF A 1 INCH
 NN0574'PINE TREE, 34.6 FEET (10.5 M) SOUTHWEST OF A 1 INCH COTTONWOOD TREE,
 NN0574'54.0 FEET (16.5 M) WEST-SOUTHWEST OF A 1 INCH SPRUCE TREE, 28.3 FEET
 NN0574'(8.6 M) NORTH-NORTHWEST OF A 1 INCH MAPLE TREE, 106.0 FEET (32.3 M)
 NN0574'NORTH OF THE NORTHWEST CORNER OF A STUCCO BUILDING, 107.7 FEET (32.8
 NN0574'M) NORTH OF THE NORTHEAST CORNER OF A STUCCO BUILDING. STATION IS A
 NN0574'STANDARD USC AND GS MAGNETIC STATION BRASS DISK SET IN A CONCRETE POST
 NN0574'FLUSH WITH THE GRASS SURFACE OF THE COURTHOUSE GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0781 ***********************************************************************
 NN0781  DESIGNATION -  BASSETT MUNICIPAL TANK
 NN0781  PID         -  NN0781
 NN0781  STATE/COUNTY-  NE/ROCK
 NN0781  USGS QUAD   -  BASSETT (1954)
 NN0781
 NN0781                         *CURRENT SURVEY CONTROL
 NN0781  ___________________________________________________________________
 NN0781* NAD 83(1995)-  42 35 14.10014(N)    099 32 13.32675(W)     ADJUSTED  
 NN0781* NAVD 88     -                                                        
 NN0781  ___________________________________________________________________
 NN0781  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 NN0781  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 NN0781
 NN0781  HORZ ORDER  -  THIRD
 NN0781
 NN0781.The horizontal coordinates were established by classical geodetic methods
 NN0781.and adjusted by the National Geodetic Survey in August 1997..
 NN0781
 NN0781
 NN0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0781
 NN0781.The geoid height was determined by GEOID03.
 NN0781
 NN0781;                    North         East     Units Scale Factor Converg.
 NN0781;SPC NE       -   305,875.045   537,995.920   MT  0.99983701   +0 18 24.5
 NN0781;UTM  14      - 4,715,121.023   455,935.238   MT  0.99962389   -0 21 48.3
 NN0781
 NN0781                          SUPERSEDED SURVEY CONTROL
 NN0781
 NN0781  NAD 83(1986)-  42 35 14.10687(N)    099 32 13.33619(W) AD(       ) 4
 NN0781  NAD 27      -  42 35 14.10000(N)    099 32 11.91200(W) AD(       ) 3
 NN0781
 NN0781.Superseded values are not recommended for survey control.
 NN0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0781.See file dsdata.txt to determine how the superseded data were derived.
 NN0781
 NN0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5593515121(NAD 83)
 NN0781_MARKER: 53 = ELEVATED TANK
 NN0781
 NN0781  HISTORY     - Date     Condition        Report By
 NN0781  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0781  HISTORY     - 1949     GOOD             CGS
 NN0781
 NN0781                          STATION DESCRIPTION
 NN0781
 NN0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0781'POINT OBSERVED UPON IS FINIAL MUNICIPAL WATER TANK IN BASSETT.
 NN0781'125 FT HIGH WAS BUILT IN 1924.  LOCATED IN NORTH PART OF TOWN
 NN0781'ON HIGHWAY 20.
 NN0781'
 NN0781'INTERSECTION STATION OBSERVED UPON FROM STATIONS, BASSETT,
 NN0781'BLAINE, LAY, SELDEN NEWPORT, LAMB, KIRKWOOD, HIGGINS.
 NN0781
 NN0781                          STATION RECOVERY (1949)
 NN0781
 NN0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0781'THE WATER TANK IS LOCATED AT THE NORTH EDGE OF BASSETT, 200.0
 NN0781'FEET EAST OF THE MAIN STREET, 150.0 FEET NORTH OF THE CENTER
 NN0781'OF AN EAST-WEST STREET AND 150.0 FEET SOUTHEAST OF A RAILROAD
 NN0781'TRACK.
 NN0781'
 NN0781'THE TANK PROPER IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE
 NN0781'AND HAS A CONICAL ROOF WITH A BALL AT THE APEX.  THE POINT
 NN0781'OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.  THE
 NN0781'OVERALL HEIGHT IS ABOUT 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0488 ***********************************************************************
 NN0488  DESIGNATION -  BASSETT RM 1
 NN0488  PID         -  NN0488
 NN0488  STATE/COUNTY-  NE/ROCK
 NN0488  USGS QUAD   -  BASSETT (1954)
 NN0488
 NN0488                         *CURRENT SURVEY CONTROL
 NN0488  ___________________________________________________________________
 NN0488* NAD 83(1986)-  42 34 22.     (N)    099 31 48.     (W)     SCALED    
 NN0488* NAVD 88     -       737.281  (meters)    2418.90   (feet)  ADJUSTED  
 NN0488  ___________________________________________________________________
 NN0488  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 NN0488  DYNAMIC HT  -         736.982 (meters)    2417.92  (feet)  COMP
 NN0488  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 NN0488
 NN0488  VERT ORDER  -  FIRST     CLASS II
 NN0488
 NN0488.The horizontal coordinates were scaled from a topographic map and have
 NN0488.an estimated accuracy of +/- 6 seconds.
 NN0488
 NN0488.The orthometric height was determined by differential leveling
 NN0488.and adjusted by the National Geodetic Survey in June 1991..
 NN0488
 NN0488.The geoid height was determined by GEOID03.
 NN0488
 NN0488.The dynamic height is computed by dividing the NAVD 88
 NN0488.geopotential number by the normal gravity value computed on the
 NN0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0488.degrees latitude (g = 980.6199 gals.).
 NN0488
 NN0488.The modeled gravity was interpolated from observed gravity values.
 NN0488
 NN0488;                    North         East    Units  Estimated Accuracy
 NN0488;SPC NE       -   304,270.      538,580.      MT  (+/- 180 meters Scaled)
 NN0488
 NN0488                          SUPERSEDED SURVEY CONTROL
 NN0488
 NN0488  NGVD 29 (??/??/92)  737.035  (m)         2418.09   (f) ADJ UNCH    1 2
 NN0488
 NN0488.Superseded values are not recommended for survey control.
 NN0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0488.See file dsdata.txt to determine how the superseded data were derived.
 NN0488
 NN0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN565135(NAD 83)
 NN0488_MARKER: DR = REFERENCE MARK DISK
 NN0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0488_STAMPING: BASSETT NO 1 1934
 NN0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0488+STABILITY: SURFACE MOTION
 NN0488
 NN0488  HISTORY     - Date     Condition        Report By
 NN0488  HISTORY     - 1934     MONUMENTED       CGS
 NN0488
 NN0488                          STATION DESCRIPTION
 NN0488
 NN0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0488'0.4 MI S FROM BASSETT.
 NN0488'0.4 MILE SOUTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE AT
 NN0488'BASSETT, ROCK COUNTY, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 NN0488'20, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, AND THENCE 0.4 MILE
 NN0488'SOUTHEAST ALONG A FARM TRACK ROAD, 115.0 FEET NORTHEAST OF
 NN0488'TRIANGULATION STATION BASSETT, DESCRIBED ABOVE, 54 YARDS WEST
 NN0488'OF A FENCE, ON THE TOP OF A SMALL RIDGE, AND 1 FOOT SOUTH OF A
 NN0488'WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK DISK, STAMPED
 NN0488'BASSETT NO 1 1934 AND SET IN THE TOP OF A CONCRETE POST
 NN0488'PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0489 ***********************************************************************
 NN0489  DESIGNATION -  BASSETT RM 2
 NN0489  PID         -  NN0489
 NN0489  STATE/COUNTY-  NE/ROCK
 NN0489  USGS QUAD   -  BASSETT (1954)
 NN0489
 NN0489                         *CURRENT SURVEY CONTROL
 NN0489  ___________________________________________________________________
 NN0489* NAD 83(1986)-  42 34 22.     (N)    099 31 48.     (W)     SCALED    
 NN0489* NAVD 88     -       738.248  (meters)    2422.07   (feet)  ADJUSTED  
 NN0489  ___________________________________________________________________
 NN0489  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 NN0489  DYNAMIC HT  -         737.948 (meters)    2421.08  (feet)  COMP
 NN0489  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 NN0489
 NN0489  VERT ORDER  -  FIRST     CLASS II
 NN0489
 NN0489.The horizontal coordinates were scaled from a topographic map and have
 NN0489.an estimated accuracy of +/- 6 seconds.
 NN0489
 NN0489.The orthometric height was determined by differential leveling
 NN0489.and adjusted by the National Geodetic Survey in June 1991..
 NN0489
 NN0489.The geoid height was determined by GEOID03.
 NN0489
 NN0489.The dynamic height is computed by dividing the NAVD 88
 NN0489.geopotential number by the normal gravity value computed on the
 NN0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0489.degrees latitude (g = 980.6199 gals.).
 NN0489
 NN0489.The modeled gravity was interpolated from observed gravity values.
 NN0489
 NN0489;                    North         East    Units  Estimated Accuracy
 NN0489;SPC NE       -   304,270.      538,580.      MT  (+/- 180 meters Scaled)
 NN0489
 NN0489                          SUPERSEDED SURVEY CONTROL
 NN0489
 NN0489  NGVD 29 (??/??/92)  738.001  (m)         2421.26   (f) ADJ UNCH    1 2
 NN0489
 NN0489.Superseded values are not recommended for survey control.
 NN0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0489.See file dsdata.txt to determine how the superseded data were derived.
 NN0489
 NN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN565135(NAD 83)
 NN0489_MARKER: DB = BENCH MARK DISK
 NN0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0489_STAMPING: BASSETT NO 2 1934
 NN0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0489+STABILITY: SURFACE MOTION
 NN0489
 NN0489  HISTORY     - Date     Condition        Report By
 NN0489  HISTORY     - 1934     MONUMENTED       CGS
 NN0489
 NN0489                          STATION DESCRIPTION
 NN0489
 NN0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0489'0.4 MI S FROM BASSETT.
 NN0489'0.4 MILE SOUTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE AT
 NN0489'BASSETT, ROCK COUNTY, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 NN0489'20, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, AND THENCE 0.4
 NN0489'MILE SOUTHEAST ALONG A FARM TRACK ROAD, 98 YARDS NORTH OF AN
 NN0489'EAST-AND-WEST FENCE LINE, 80 YARDS WEST OF A NORTH-AND-SOUTH
 NN0489'FENCE LINE, ON THE SOUTH SLOPE OF A HILL, AND 1 FOOT NORTH OF A
 NN0489'WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK DISK,
 NN0489'STAMPED BASSETT NO 2 1934 AND SET IN THE TOP OF A CONCRETE
 NN0489'POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1338 ***********************************************************************
 LH1338  DESIGNATION -  BATIE
 LH1338  PID         -  LH1338
 LH1338  STATE/COUNTY-  NE/DAWSON
 LH1338  USGS QUAD   -  MILLER SW (1983)
 LH1338
 LH1338                         *CURRENT SURVEY CONTROL
 LH1338  ___________________________________________________________________
 LH1338* NAD 83(1995)-  40 45 23.01491(N)    099 28 37.92724(W)     ADJUSTED  
 LH1338* NAVD 88     -       750.     (meters)    2461.     (feet)  SCALED    
 LH1338  ___________________________________________________________________
 LH1338  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 LH1338  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 LH1338
 LH1338  HORZ ORDER  -  SECOND
 LH1338
 LH1338.The horizontal coordinates were established by classical geodetic methods
 LH1338.and adjusted by the National Geodetic Survey in August 1997..
 LH1338
 LH1338.The orthometric height was scaled from a topographic map.
 LH1338
 LH1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1338
 LH1338.The geoid height was determined by GEOID03.
 LH1338
 LH1338;                    North         East     Units Scale Factor Converg.
 LH1338;SPC NE       -   102,619.028   544,135.661   MT  0.99974348   +0 20 47.2
 LH1338;UTM  14      - 4,511,824.463   459,719.110   MT  0.99961997   -0 18 41.6
 LH1338
 LH1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1338!SPC NE       -   0.99988611  x   0.99974348  =   0.99962962
 LH1338!UTM  14      -   0.99988611  x   0.99961997  =   0.99950612
 LH1338
 LH1338|---------------------------------------------------------------------|
 LH1338| PID    Reference Object                     Distance      Geod. Az  |
 LH1338|                                                           dddmmss.s |
 LH1338| CN7818 BATIE RM 1                           18.348 METERS 06841     |
 LH1338| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX.13.2 KM 0923421.4 |
 LH1338| LH1323 ELM CREEK MUNICIPAL TANK            APPROX. 9.6 KM 1130750.7 |
 LH1338| CN7817 BATIE AZ MK                                        1702451.5 |
 LH1338| CN7819 BATIE RM 2                           21.398 METERS 18431     |
 LH1338| LH1054 OVERTON MUNICIPAL TANK              APPROX. 5.3 KM 2525557.2 |
 LH1338|---------------------------------------------------------------------|
 LH1338
 LH1338                          SUPERSEDED SURVEY CONTROL
 LH1338
 LH1338  NAD 83(1986)-  40 45 23.02154(N)    099 28 37.93017(W) AD(       ) 2
 LH1338  NAD 27      -  40 45 22.98800(N)    099 28 36.56300(W) AD(       ) 2
 LH1338
 LH1338.Superseded values are not recommended for survey control.
 LH1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1338.See file dsdata.txt to determine how the superseded data were derived.
 LH1338
 LH1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5971911824(NAD 83)
 LH1338_MARKER: DS = TRIANGULATION STATION DISK
 LH1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1338
 LH1338  HISTORY     - Date     Condition        Report By
 LH1338  HISTORY     - 1951     MONUMENTED       CGS
 LH1338  HISTORY     - 1959     GOOD             CGS
 LH1338
 LH1338                          STATION DESCRIPTION
 LH1338
 LH1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1338'THE STATION IS LOCATED ABOUT 6.0 MILES WEST-NORTHWEST OF ELM
 LH1338'CREEK AND ABOUT 3.5 MILES EAST-NORTHEAST OF OVERTON ON THE HIGHEST
 LH1338'POINT AND NEAR THE SOUTH END OF A VERY PROMINENT NORTH-SOUTH
 LH1338'RIDGE.  IT IS STAMPED BATIE 1951 AND PROJECTS 1 INCH.
 LH1338'
 LH1338'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF HILL ABOUT 6 FEET
 LH1338'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED BATIE NO 1
 LH1338'1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LH1338'
 LH1338'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF HILL ABOUT 3 FEET
 LH1338'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED BATIE NO 2
 LH1338'1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LH1338'
 LH1338'THE AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF A T INTERSECTION,
 LH1338'35 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 12 FEET WEST
 LH1338'OF THE CENTER OF A NORTH-SOUTH TRACK ROAD AND 1 FOOT EAST OF A
 LH1338'POWER LINE POLE.  IT IS STAMPED BATIE 1951 AND PROJECTS 2 INCHES.
 LH1338'
 LH1338'TO REACH THE STATION FROM THE POST OFFICE IN OVERTON, GO EAST
 LH1338'ON U.S. HIGHWAY 30 FOR 2.8 MILES TO A CROSSROAD, TURN LEFT AND
 LH1338'GO NORTH ON DIRT ROAD FOR 0.75 MILE TO A CROSSROAD, TURN RIGHT AND
 LH1338'GO EAST ON DIRT ROAD FOR 0.5 MILE TO A T ROAD LEFT AND AZIMUTH
 LH1338'MARK IN NORTHWEST ANGLE AS DESCRIBED.  TURN LEFT AND GO NORTH
 LH1338'ON TRACK ROAD FOR 0.6 MILE TO A FARMYARD, CONTINUE NORTH THROUGH
 LH1338'FARMYARD TO A GATE JUST WEST OF A LARGE WHITE BARN, PASS
 LH1338'THROUGH GATE AND GO NORTH FOR ABOUT 100 YARDS TO A FENCE CORNER
 LH1338'AND TWO GATES IN EAST-WEST FENCE LINE, PASS THROUGH WEST GATE
 LH1338'AND GO NORTHWEST ACROSS PASTURE FOR 0.35 MILE TO HIGHEST
 LH1338'POINT OF HILL AND STATION AS DESCRIBED.
 LH1338'
 LH1338'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1338
 LH1338                          STATION RECOVERY (1959)
 LH1338
 LH1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1338'STATION RECOVERED AND ALL MARKS FOUND INTACT, THE ORIGINAL
 LH1338'DESCRIPTION IS ADEQUATE IN ALL RESPECTS.  THE REFERENCE MARKS WERE
 LH1338'REMEASURED FROM A GROUND SET-UP, WITH RESULTS AS SHOWN BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0504 ***********************************************************************
 NO0504  DESIGNATION -  BAY
 NO0504  PID         -  NO0504
 NO0504  STATE/COUNTY-  NE/CHERRY
 NO0504  USGS QUAD   -  IRWIN SE (1990)
 NO0504
 NO0504                         *CURRENT SURVEY CONTROL
 NO0504  ___________________________________________________________________
 NO0504* NAD 83(1995)-  42 52 28.28628(N)    101 51 38.29879(W)     ADJUSTED  
 NO0504* NAVD 88     -      1072.     (meters)    3517.     (feet)  SCALED    
 NO0504  ___________________________________________________________________
 NO0504  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 NO0504  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 NO0504
 NO0504  HORZ ORDER  -  SECOND
 NO0504
 NO0504.The horizontal coordinates were established by classical geodetic methods
 NO0504.and adjusted by the National Geodetic Survey in August 1997..
 NO0504
 NO0504.The orthometric height was scaled from a topographic map.
 NO0504
 NO0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0504
 NO0504.The geoid height was determined by GEOID03.
 NO0504
 NO0504;                    North         East     Units Scale Factor Converg.
 NO0504;SPC NE       -   339,318.007   347,993.492   MT  0.99994486   -1 13 58.9
 NO0504;UTM  14      - 4,750,851.323   266,352.825   MT  1.00027165   -1 56 50.1
 NO0504
 NO0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0504!SPC NE       -   0.99983483  x   0.99994486  =   0.99977970
 NO0504!UTM  14      -   0.99983483  x   1.00027165  =   1.00010643
 NO0504
 NO0504|---------------------------------------------------------------------|
 NO0504| PID    Reference Object                     Distance      Geod. Az  |
 NO0504|                                                           dddmmss.s |
 NO0504| CP9581 BAY RM 1                              5.959 METERS 16040     |
 NO0504| CP9582 BAY RM 2                              5.403 METERS 28027     |
 NO0504| CP9580 BAY AZ MK                                          3564234.6 |
 NO0504|---------------------------------------------------------------------|
 NO0504
 NO0504                          SUPERSEDED SURVEY CONTROL
 NO0504
 NO0504  NAD 83(1986)-  42 52 28.27891(N)    101 51 38.30456(W) AD(       ) 2
 NO0504  NAD 27      -  42 52 28.27700(N)    101 51 36.75600(W) AD(       ) 2
 NO0504
 NO0504.Superseded values are not recommended for survey control.
 NO0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0504.See file dsdata.txt to determine how the superseded data were derived.
 NO0504
 NO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN6635350851(NAD 83)
 NO0504_MARKER: DS = TRIANGULATION STATION DISK
 NO0504_SETTING: 0 = UNSPECIFIED SETTING
 NO0504
 NO0504  HISTORY     - Date     Condition        Report By
 NO0504  HISTORY     - 1946     MONUMENTED       CGS
 NO0504
 NO0504                          STATION DESCRIPTION
 NO0504
 NO0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0504'LOCATED NEAR THE SOUTHEAST EDGE OF A PROMINENT SAND HILL, 8
 NO0504'1/2 MILES WEST-SOUTHWEST OF MERRIMAN AND 0.5 MILE SOUTH OF
 NO0504'U.S. HIGHWAY NO. 20.  IT IS A STANDARD DISK STAMPED BAY 1946
 NO0504'WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 6 INCHES.
 NO0504'
 NO0504'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 NO0504'IT IS A STANDARD DISK STAMPED BAY NO 1 1946 WELDED TO THE TOP
 NO0504'OF A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.
 NO0504'
 NO0504'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NO0504'IT IS A STANDARD DISK STAMPED BAY NO 2 1946 WELDED TO THE
 NO0504'TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 12 INCHES.
 NO0504'
 NO0504'THE AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTERLINE OF U.S.
 NO0504'HIGHWAY NO. 20, 30 FEET EAST OF THE EAST EDGE OF A CATTLE
 NO0504'GUARD, 15 FEET WEST OF A FENCE CORNER, AND 2 FEET SOUTH OF
 NO0504'A WIRE FENCE.  IT IS A STANDARD DISK STAMPED BAY 1946 WELDED
 NO0504'TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 12 INCHES.
 NO0504'
 NO0504'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO.
 NO0504'61 AND U.S. HIGHWAY NO. 20 AT THE NORTH EDGE OF MERRIMAN, GO
 NO0504'WEST ON U.S. HIGHWAY NO. 20 FOR 9.15 MILES TO A MINIATURE BARN
 NO0504'MAIL BOX ON THE LEFT.  THEN TURN LEFT, SOUTH, CROSSING A CATTLE
 NO0504'GUARD AND THE AZIMUTH MARK ON THE LEFT.  GO SOUTHERLY ON A SAND
 NO0504'ROAD FOR 0.15 MILE TO WHERE THE ROAD TURNS SOUTHEAST AT A
 NO0504'FENCE CORNER.  LEAVE THE ROAD AND CONTINUE SOUTHERLY ACROSS
 NO0504'PASTURE LAND FOR 0.35 MILE TO THE HIGHEST POINT AND THE
 NO0504'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0527 ***********************************************************************
 MN0527  DESIGNATION -  BAYARD
 MN0527  PID         -  MN0527
 MN0527  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0527  USGS QUAD   -  BAYARD NE (1965)
 MN0527
 MN0527                         *CURRENT SURVEY CONTROL
 MN0527  ___________________________________________________________________
 MN0527* NAD 83(1995)-  41 55 10.10305(N)    103 21 52.66304(W)     ADJUSTED  
 MN0527* NAVD 88     -      1358.4    (meters)    4457.     (feet)  VERTCON   
 MN0527  ___________________________________________________________________
 MN0527  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 MN0527  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 MN0527
 MN0527  HORZ ORDER  -  FIRST
 MN0527
 MN0527.The horizontal coordinates were established by classical geodetic methods
 MN0527.and adjusted by the National Geodetic Survey in August 1997..
 MN0527
 MN0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0527
 MN0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0527
 MN0527.The geoid height was determined by GEOID03.
 MN0527
 MN0527;                    North         East     Units Scale Factor Converg.
 MN0527;SPC NE       -   237,045.039   221,045.229   MT  0.99968460   -2 13 47.0
 MN0527;UTM  13      - 4,642,128.630   635,610.203   MT  0.99982629   +1 05 33.8
 MN0527
 MN0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0527!SPC NE       -   0.99979000  x   0.99968460  =   0.99947467
 MN0527!UTM  13      -   0.99979000  x   0.99982629  =   0.99961633
 MN0527
 MN0527:                Primary Azimuth Mark                     Grid Az
 MN0527:SPC NE       -  BAYARD RM 1 AZIMUTH                      067 39 37.2
 MN0527:UTM  13      -  BAYARD RM 1 AZIMUTH                      064 20 16.4
 MN0527
 MN0527|---------------------------------------------------------------------|
 MN0527| PID    Reference Object                     Distance      Geod. Az  |
 MN0527|                                                           dddmmss.s |
 MN0527| CP7382 BAYARD RM 1 AZIMUTH                                0652550.2 |
 MN0527| MN0530 BAYARD SUGAR MILL WATER TANK        APPROX.17.9 KM 1714647.9 |
 MN0527| MN0529 BAYARD SUGAR MILL CHIMNEY           APPROX.17.9 KM 1720830.9 |
 MN0527| CP7383 BAYARD RM 2                          24.381 METERS 20347     |
 MN0527| CP7384 BAYARD RM 3                          24.277 METERS 33355     |
 MN0527|---------------------------------------------------------------------|
 MN0527
 MN0527                          SUPERSEDED SURVEY CONTROL
 MN0527
 MN0527  NAD 83(1995)-  41 55 10.10295(N)    103 21 52.66319(W) AD(       ) 1
 MN0527  NAD 83(1986)-  41 55 10.09808(N)    103 21 52.66536(W) AD(       ) 1
 MN0527  NAD 27      -  41 55 10.22100(N)    103 21 50.89000(W) AD(       ) 1
 MN0527  NGVD 29 (07/19/86) 1357.7    (m)         4454.     (f) VERT ANG       
 MN0527
 MN0527.Superseded values are not recommended for survey control.
 MN0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0527.See file dsdata.txt to determine how the superseded data were derived.
 MN0527
 MN0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3561042129(NAD 83)
 MN0527_MARKER: DS = TRIANGULATION STATION DISK
 MN0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0527
 MN0527  HISTORY     - Date     Condition        Report By
 MN0527  HISTORY     - 1933     MONUMENTED       CGS
 MN0527  HISTORY     - 1934     GOOD             CGS
 MN0527  HISTORY     - 1946     GOOD             CGS
 MN0527
 MN0527                          STATION DESCRIPTION
 MN0527
 MN0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0527'STATION IS ABOUT 11 MILES W OF N OF BAYARD AND 10 MILES NE OF
 MN0527'MINATARE, IN SE 1/4 SEC. 32, T 23 N, R 52 W, ON LAND OWNED BY
 MN0527'THE JURGENS RANCH.
 MN0527'
 MN0527'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MN0527'DISKS SET IN CONCRETE.
 MN0527'
 MN0527'REFERENCE MARK NO. 1 IS NE OF STATION IN E-W FENCE LINE, REFERENCE
 MN0527'MARK NO. 2 IS S AND NO. 3 NW OF STATION.
 MN0527'
 MN0527'REACHED FROM SCOTTSBLUFF BY U.S. HIGHWAY 26 E, 8.3 MILES TO
 MN0527'POINT WHERE PAVEMENT TURNS S.  CONTINUE STRAIGHT E ON SANDY
 MN0527'DIRT ROAD 7.0 MILES, THENCE N 2.5 MILES TO CANAL BRIDGE.  CROSS
 MN0527'BRIDGE AND PASS THROUGH GATE TO N 0.1 MILE AND KEEP RIGHT-HAND
 MN0527'TRAIL N 0.4 MILE TO GATE.  KEEP RIGHT-HAND TRAIL E OF N 1.0
 MN0527'MILE TO GATE IN E-W FENCE.  THENCE BEAR NW ACROSS PASTURE 0.3
 MN0527'MILE TO STATION WHICH IS ON HIGHEST POINT OF HILL IN OPEN
 MN0527'PASTURE.
 MN0527'
 MN0527'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.15 METERS.
 MN0527
 MN0527                          STATION RECOVERY (1934)
 MN0527
 MN0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0527'STATION IS ABOUT 15 MILES ENE OF SCOTTSBLUFF, 11 MILES NNW OF
 MN0527'BAYARD ON THE HIGHEST HILL IN VICINITY, IN A PASTURE OWNED
 MN0527'BY THE JURGENS RANCH, IN SE 1/4 OF SEC. 32, T 23 N, R 52 W, THE
 MN0527'MARK PROJECTS 4 INCHES.
 MN0527'
 MN0527'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0527'BRONZE DISKS SET IN CONCRETE.
 MN0527'
 MN0527'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS ENE OF STATION, 0.1
 MN0527'MILE E OF A T-FENCE INTERSECTION IN E-W FENCE LINE AND PROJECTS
 MN0527'4 INCHES.
 MN0527'
 MN0527'REFERENCE MARK NO. 2 IS SSW AND NO. 3 NNW OF STATION.  BOTH
 MN0527'MARKS PROJECT 2 INCHES.
 MN0527'
 MN0527'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 MN0527
 MN0527                          STATION RECOVERY (1946)
 MN0527
 MN0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0527'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 MN0527'CONDITION, EXCEPTION--THE DIRECTION TO REFERENCE MARK NO. 1 DID
 MN0527'NOT CHECK THE 1933 DIRECTION BY 20 SECONDS, A SECOND RUN WAS TAKEN
 MN0527'ON THIS MARK AND CHECKED THE 1946 DIRECTIONS, SO IT IS ASSUMED
 MN0527'THAT THE 1946 DIRECTIONS ARE CORRECT.
 MN0527'
 MN0527'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MN0527'
 MN0527'LOCATED ON THE SUMMIT OF A HIGH GRASSY HILL ABOUT 11 MILES,
 MN0527'NORTHWEST OF BAYARD AND ABOUT 10 MILES, NORTHEAST OF MINATARE,
 MN0527'IN THE SE 1/4 SEC. 32, T 23 N, R 52 W, ON LAND OWNED BY THE
 MN0527'JURGENS RANCH.  IT IS DESCRIBED, PROJECTS
 MN0527'6 INCHES AND IS STAMPED BAYARD 1933.
 MN0527'
 MN0527'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION.  IT
 MN0527'IS DESCRIBED, PROJECTS 7 INCHES AND IS STAMPED
 MN0527'BAYARD NO 2 1933.
 MN0527'
 MN0527'REFERENCE MARK NO. 3 IS ABOUT 2.5 FEET BELOW THE STATION
 MN0527'ELEVATION.  IT IS DESCRIBED, PROJECTS 6 INCHES
 MN0527'AND IS STAMPED BAYARD NO 3 1933.
 MN0527'
 MN0527'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS LOCATED IN AN EAST-WEST
 MN0527'FENCE LINE, 0.15 MILE EAST OF A FENCE CORNER AND 0.7 FOOT
 MN0527'NORTH OF A FENCE.  IT IS DESCRIBED, PROJECTS 6
 MN0527'INCHES AND IS STAMPED BAYARD NO 1 1933.
 MN0527'
 MN0527'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NOS. 2
 MN0527'AND 19, 1.5 MILES WEST OF THE BUSINESS DISTRICT OF ALLIANCE, GO
 MN0527'SOUTHERLY ON STATE HIGHWAY NO. 19 FOR 23 MILES TO THE JUNCTION
 MN0527'OF STATE HIGHWAY NO. 19 AND U.S. HIGHWAY NO. 26 N, TURN RIGHT,
 MN0527'WEST, AND GO 9.05 MILES TO A CROSSROAD AND MOOMAWS STORE ON
 MN0527'THE RIGHT.  TURN RIGHT, NORTH, ON TO A GRAVELED ROAD AND GO 4
 MN0527'MILES TO A CROSSROAD, TURN LEFT, WEST, AND GO 2 MILES TO A
 MN0527'CROSSROAD, TURN RIGHT, NORTH, AND CONTINUE FOR 1.5 MILES TO
 MN0527'WHERE THE MAIN ROAD TURNS LEFT AND TRACK ROAD, STRAIGHT
 MN0527'AHEAD, CONTINUE STRAIGHT AHEAD, NORTH, ON TRACK ROAD,
 MN0527'CROSSING OVER IRRIGATION-CANAL BRIDGE AND THROUGH A WIRE
 MN0527'GATE AT A T FENCE CORNER AND GO 0.1 MILE TO FORK, KEEP
 MN0527'RIGHT FORK, NORTHERLY, ALONG WEST SIDE OF FENCE LINE FOR 0.45
 MN0527'MILE TO A WIRE GATE AT THE NORTHEAST FENCE CORNER, PASS
 MN0527'THROUGH GATE AND FOLLOW TRACK ROAD NORTHEAST AND
 MN0527'NORTHERLY FOR 0.6 MILE, PASS TO THE LEFT OF A SOUTHWEST FENCE
 MN0527'CORNER AND CONTINUE NORTH ON TRACK ROAD FOR 0.45 MILE TO A
 MN0527'WIRE GATE IN AN EAST-WEST FENCE, PASS THROUGH GATE AND CONTINUE
 MN0527'NORTH-NORTHWEST CROSS-COUNTRY FOR 0.3 MILE TO THE HIGHEST
 MN0527'POINT AND THE STATION AS DESCRIBED.
 MN0527'
 MN0527'TO REACH REFERENCE MARK NO. 1 (AZIMUTH MARK) FROM THE STATION,
 MN0527'GO EAST-NORTHEAST FOR 0.3 MILE TO THE MARK AS DESCRIBED.
 MN0527'
 MN0527'OBSERVATIONS MADE FROM A 4-FOOT WOOD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0531 ***********************************************************************
 MN0531  DESIGNATION -  BAYARD MUNICIPAL TANK
 MN0531  PID         -  MN0531
 MN0531  STATE/COUNTY-  NE/MORRILL
 MN0531  USGS QUAD   -  BAYARD (1965)
 MN0531
 MN0531                         *CURRENT SURVEY CONTROL
 MN0531  ___________________________________________________________________
 MN0531* NAD 83(1995)-  41 45 43.80726(N)    103 19 20.58411(W)     ADJUSTED  
 MN0531* NAVD 88     -                                                        
 MN0531  ___________________________________________________________________
 MN0531  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 MN0531  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 MN0531
 MN0531  HORZ ORDER  -  THIRD
 MN0531
 MN0531.The horizontal coordinates were established by classical geodetic methods
 MN0531.and adjusted by the National Geodetic Survey in August 1997..
 MN0531
 MN0531
 MN0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0531
 MN0531.The geoid height was determined by GEOID03.
 MN0531
 MN0531;                    North         East     Units Scale Factor Converg.
 MN0531;SPC NE       -   219,456.322   223,874.857   MT  0.99966857   -2 12 06.2
 MN0531;UTM  13      - 4,624,730.635   639,454.560   MT  0.99983932   +1 07 03.1
 MN0531
 MN0531                          SUPERSEDED SURVEY CONTROL
 MN0531
 MN0531  NAD 83(1995)-  41 45 43.80717(N)    103 19 20.58390(W) AD(       ) 4
 MN0531  NAD 83(1986)-  41 45 43.80103(N)    103 19 20.58806(W) AD(       ) 4
 MN0531  NAD 27      -  41 45 43.91200(N)    103 19 18.81800(W) AD(       ) 3
 MN0531
 MN0531.Superseded values are not recommended for survey control.
 MN0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0531.See file dsdata.txt to determine how the superseded data were derived.
 MN0531
 MN0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3945524731(NAD 83)
 MN0531_MARKER: 51 = TANK
 MN0531
 MN0531  HISTORY     - Date     Condition        Report By
 MN0531  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0531  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 MN0531
 MN0531                          STATION DESCRIPTION
 MN0531
 MN0531'DESCRIBED BY US POWER SQUADRON 2004 (AMM)
 MN0531'TANK NOT FOUND. THE ONLY OLD 1933 TANK IN BAYARD IS THE TANK AT THE
 MN0531'SUGAR MILL.  A NEW WATER TANK HAS BEEN BUILT IN EAST BAYARD. THIS
 MN0531'STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0529 ***********************************************************************
 MN0529  DESIGNATION -  BAYARD SUGAR MILL CHIMNEY
 MN0529  PID         -  MN0529
 MN0529  STATE/COUNTY-  NE/MORRILL
 MN0529  USGS QUAD   -  BAYARD (1965)
 MN0529
 MN0529                         *CURRENT SURVEY CONTROL
 MN0529  ___________________________________________________________________
 MN0529* NAD 83(1995)-  41 45 36.79676(N)    103 20 06.98560(W)     ADJUSTED  
 MN0529* NAVD 88     -                                                        
 MN0529  ___________________________________________________________________
 MN0529  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MN0529  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 MN0529
 MN0529  HORZ ORDER  -  THIRD
 MN0529
 MN0529.The horizontal coordinates were established by classical geodetic methods
 MN0529.and adjusted by the National Geodetic Survey in August 1997..
 MN0529
 MN0529
 MN0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0529
 MN0529.The geoid height was determined by GEOID03.
 MN0529
 MN0529;                    North         East     Units Scale Factor Converg.
 MN0529;SPC NE       -   219,281.509   222,795.812   MT  0.99966842   -2 12 37.0
 MN0529;UTM  13      - 4,624,493.599   638,387.266   MT  0.99983567   +1 06 32.1
 MN0529
 MN0529                          SUPERSEDED SURVEY CONTROL
 MN0529
 MN0529  NAD 83(1995)-  41 45 36.79659(N)    103 20 06.98545(W) AD(       ) 4
 MN0529  NAD 83(1986)-  41 45 36.79030(N)    103 20 06.98958(W) AD(       ) 4
 MN0529  NAD 27      -  41 45 36.89700(N)    103 20 05.21000(W) AD(       ) 3
 MN0529
 MN0529.Superseded values are not recommended for survey control.
 MN0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0529.See file dsdata.txt to determine how the superseded data were derived.
 MN0529
 MN0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3838724494(NAD 83)
 MN0529_MARKER: 85 = CHIMNEY
 MN0529
 MN0529  HISTORY     - Date     Condition        Report By
 MN0529  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0529  HISTORY     - 1958     GOOD             CGS
 MN0529  HISTORY     - 1973     GOOD             NGS
 MN0529  HISTORY     - 20040810 GOOD             USPSQD
 MN0529
 MN0529                          STATION DESCRIPTION
 MN0529
 MN0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0529'THE CHIMNEY IS A TALL CONCRETE STACK LOCATED AT THE SUGAR
 MN0529'MILL IN BAYARD, 0.4 MILE WEST OF THE POST OFFICE.  IT IS
 MN0529'VERY PROMINENT.
 MN0529
 MN0529                          STATION RECOVERY (1973)
 MN0529
 MN0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0529'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED IN 1958.
 MN0529
 MN0529                          STATION RECOVERY (2004)
 MN0529
 MN0529'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MN0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0530 ***********************************************************************
 MN0530  DESIGNATION -  BAYARD SUGAR MILL WATER TANK
 MN0530  PID         -  MN0530
 MN0530  STATE/COUNTY-  NE/MORRILL
 MN0530  USGS QUAD   -  BAYARD (1965)
 MN0530
 MN0530                         *CURRENT SURVEY CONTROL
 MN0530  ___________________________________________________________________
 MN0530* NAD 83(1995)-  41 45 35.16171(N)    103 20 01.73764(W)     ADJUSTED  
 MN0530* NAVD 88     -                                                        
 MN0530  ___________________________________________________________________
 MN0530  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 MN0530  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 MN0530
 MN0530  HORZ ORDER  -  THIRD
 MN0530
 MN0530.The horizontal coordinates were established by classical geodetic methods
 MN0530.and adjusted by the National Geodetic Survey in August 1997..
 MN0530
 MN0530
 MN0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0530
 MN0530.The geoid height was determined by GEOID03.
 MN0530
 MN0530;                    North         East     Units Scale Factor Converg.
 MN0530;SPC NE       -   219,226.445   222,914.967   MT  0.99966839   -2 12 33.5
 MN0530;UTM  13      - 4,624,445.518   638,509.430   MT  0.99983608   +1 06 35.5
 MN0530
 MN0530                          SUPERSEDED SURVEY CONTROL
 MN0530
 MN0530  NAD 83(1995)-  41 45 35.16139(N)    103 20 01.73752(W) AD(       ) 4
 MN0530  NAD 83(1986)-  41 45 35.15420(N)    103 20 01.74134(W) AD(       ) 4
 MN0530  NAD 27      -  41 45 35.26800(N)    103 19 59.96900(W) AD(       ) 3
 MN0530
 MN0530.Superseded values are not recommended for survey control.
 MN0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0530.See file dsdata.txt to determine how the superseded data were derived.
 MN0530
 MN0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3850924446(NAD 83)
 MN0530_MARKER: 53 = ELEVATED TANK
 MN0530
 MN0530  HISTORY     - Date     Condition        Report By
 MN0530  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0530  HISTORY     - 1944     GOOD             CGS
 MN0530  HISTORY     - 1958     GOOD             CGS
 MN0530  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 MN0530
 MN0530                          STATION DESCRIPTION
 MN0530
 MN0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (WB)
 MN0530'STATION IS LOCATED 0.4 MILE W OF POST OFFICE IN BAYARD, 200
 MN0530'YARDS N OF DIRT ROAD, AND AT THE BAYARD SUGAR MILL PLANT.
 MN0530'
 MN0530'THE STATION IS A STRUCTURAL STEEL, SILVER WATER TANK 160
 MN0530'FEET HIGH.
 MN0530
 MN0530                          STATION RECOVERY (1958)
 MN0530
 MN0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0530'THE TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.B.
 MN0530'IN 1944.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 MN0530
 MN0530                          STATION RECOVERY (2004)
 MN0530
 MN0530'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MN0530'TANK NOT FOUND. NO TANK EXISTS AT THE SUGAR MILL PLANT IN BAYARD.
 MN0530'THIS STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4148 ***********************************************************************
 AB4148  SACS        -  This is a Secondary Airport Control Station.
 AB4148  DESIGNATION -  BBW A
 AB4148  PID         -  AB4148
 AB4148  STATE/COUNTY-  NE/CUSTER
 AB4148  USGS QUAD   -  BROKEN BOW (1978)
 AB4148
 AB4148                         *CURRENT SURVEY CONTROL
 AB4148  ___________________________________________________________________
 AB4148* NAD 83(1995)-  41 26 10.65338(N)    099 38 32.97476(W)     ADJUSTED  
 AB4148* NAVD 88     -       770.35   (meters)    2527.4    (feet)  GPS OBS   
 AB4148  ___________________________________________________________________
 AB4148  X           -    -802,194.818 (meters)                     COMP
 AB4148  Y           -  -4,721,562.253 (meters)                     COMP
 AB4148  Z           -   4,199,365.171 (meters)                     COMP
 AB4148  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 AB4148  ELLIP HEIGHT-         747.64  (meters)          (12/31/01) GPS OBS
 AB4148  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AB4148
 AB4148  HORZ ORDER  -  FIRST
 AB4148  ELLP ORDER  -  FOURTH    CLASS I
 AB4148
 AB4148.This mark is at Broken Bow Municipal Airport (BBW)
 AB4148
 AB4148.The horizontal coordinates were established by GPS observations
 AB4148.and adjusted by the National Geodetic Survey in September 1998..
 AB4148
 AB4148.The orthometric height was determined by GPS observations and a
 AB4148.high-resolution geoid model.
 AB4148
 AB4148.GPS derived orthometric heights for airport stations designated as
 AB4148.PACS or SACS are published to 2 decimal places.  This maintains
 AB4148.centimeter relative accuracy between the PACS and SACS.  It does
 AB4148.not indicate centimeter accuracy relative to other marks which are
 AB4148.part of the NAVD 88 network.
 AB4148
 AB4148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4148
 AB4148.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4148
 AB4148.The ellipsoidal height was determined by GPS observations
 AB4148.and is referenced to NAD 83.
 AB4148
 AB4148.The geoid height was determined by GEOID03.
 AB4148
 AB4148;                    North         East     Units Scale Factor Converg.
 AB4148;SPC NE       -   178,030.692   529,869.437   MT  0.99965933   +0 14 12.9
 AB4148;UTM  14      - 4,587,390.693   446,323.094   MT  0.99963546   -0 25 30.7
 AB4148
 AB4148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4148!SPC NE       -   0.99988274  x   0.99965933  =   0.99954211
 AB4148!UTM  14      -   0.99988274  x   0.99963546  =   0.99951825
 AB4148
 AB4148                          SUPERSEDED SURVEY CONTROL
 AB4148
 AB4148  ELLIP H (09/17/98)  747.65   (m)                       GP(       ) 4 1
 AB4148
 AB4148.Superseded values are not recommended for survey control.
 AB4148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4148.See file dsdata.txt to determine how the superseded data were derived.
 AB4148
 AB4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4632387391(NAD 83)
 AB4148_MARKER: I = METAL ROD
 AB4148_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4148_STAMPING: BBW A 1995
 AB4148_MARK LOGO: NGS   
 AB4148_PROJECTION: FLUSH
 AB4148_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4148+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 AB4148_ROD/PIPE-DEPTH: 10.7 meters
 AB4148_SLEEVE-DEPTH  : 1 meters
 AB4148
 AB4148  HISTORY     - Date     Condition        Report By
 AB4148  HISTORY     - 1995     MONUMENTED       NGS
 AB4148  HISTORY     - 19970520 GOOD             NGS
 AB4148
 AB4148                          STATION DESCRIPTION
 AB4148
 AB4148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4148'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF MERNA, 2.2
 AB4148'MI (3.5 KM) NORTH OF BROKEN BOW AND AT THE BROKEN BOW MUNICIPAL
 AB4148'AIRPORT, SOUTHWEST OF THE RUNWAY AND NEAR MIDFIELD. OWNERSHIP--BROKEN
 AB4148'BOW AIRPORT AUTHORITY, BOX 672, BROKEN BOW NE 68822.  AIRPORT MANAGER
 AB4148'IS MIKE MITCHELL, PHONE (308) 872-2875.  TO REACH THE STATION FROM THE
 AB4148'JUNCTION OF STATE HIGHWAYS 2/92 AND 21 SOUTH IN BROKEN BOW, GO EAST ON
 AB4148'STATE HIGHWAY 2/92 FOR 0.2 MI (0.3 KM) TO AN INTERSECTION, TURN LEFT
 AB4148'AND GO NORTH ON 5TH AVENUE FOR 2.15 MI (3.46 KM) TO A PAVED ROAD LEFT,
 AB4148'TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08
 AB4148'KM) TO A PAVED LANE RIGHT, TURN RIGHT AND GO NORTH ON A PAVED LANE FOR
 AB4148'0.05 MI (0.08 KM) TO AN APRON, TURN LEFT AND GO WEST ON THE APRON FOR
 AB4148'0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTHEAST THEN
 AB4148'SOUTHWEST ON A TAXIWAY FOR 0.1 MI (0.2 KM) TO THE JUNCTION WITH THE
 AB4148'RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE RUNWAY FOR 0.4 MI (0.6 KM)
 AB4148'TO THE ONLY SET OF CLEAR RUNWAY LIGHTS (ALL THE OTHERS IN THE AREA ARE
 AB4148'HALF AMBER/HALF CLEAR) AND THE STATION ON THE LEFT AND IN LINE WITH
 AB4148'THE OPPOSITE SIDE CLEAR RUNWAY LIGHT.  THE STATION IS 106.1 FT (32.3
 AB4148'M) SOUTHWEST OF THE RUNWAY CENTER, 58.6 FT (17.9 M) SOUTHWEST OF A
 AB4148'RUNWAY LIGHT (48), 5.5 FT (1.7 M) NORTHEAST OF THE APPROXIMATE
 AB4148'NORTHEAST EDGE OF A CULTIVATED FIELD, 1.5 FT (0.5 M) NORTH OF A
 AB4148'WITNESS POST AND 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.  THIS STATION
 AB4148'TO BE USED AS SACS.
 AB4148
 AB4148                          STATION RECOVERY (1997)
 AB4148
 AB4148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4148'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0434 ***********************************************************************
 MM0434  DESIGNATION -  BEALL
 MM0434  PID         -  MM0434
 MM0434  STATE/COUNTY-  NE/LINCOLN
 MM0434  USGS QUAD   -  GOOD HOPE CEMETERY (1972)
 MM0434
 MM0434                         *CURRENT SURVEY CONTROL
 MM0434  ___________________________________________________________________
 MM0434* NAD 83(1995)-  41 21 47.53722(N)    100 47 42.19882(W)     ADJUSTED  
 MM0434* NAVD 88     -      1009.     (meters)    3310.     (feet)  VERTCON   
 MM0434  ___________________________________________________________________
 MM0434  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 MM0434  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 MM0434
 MM0434  HORZ ORDER  -  FIRST
 MM0434
 MM0434.The horizontal coordinates were established by classical geodetic methods
 MM0434.and adjusted by the National Geodetic Survey in August 1997..
 MM0434
 MM0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0434
 MM0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0434
 MM0434.The geoid height was determined by GEOID03.
 MM0434
 MM0434;                    North         East     Units Scale Factor Converg.
 MM0434;SPC NE       -   170,160.203   433,499.873   MT  0.99966168   -0 31 36.8
 MM0434;UTM  14      - 4,580,631.984   349,861.714   MT  0.99987742   -1 11 11.2
 MM0434
 MM0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0434!SPC NE       -   0.99984514  x   0.99966168  =   0.99950688
 MM0434!UTM  14      -   0.99984514  x   0.99987742  =   0.99972258
 MM0434
 MM0434:                Primary Azimuth Mark                     Grid Az
 MM0434:SPC NE       -  BEALL RM 1 AZIMUTH                       068 11 45.9
 MM0434:UTM  14      -  BEALL RM 1 AZIMUTH                       068 51 20.3
 MM0434
 MM0434|---------------------------------------------------------------------|
 MM0434| PID    Reference Object                     Distance      Geod. Az  |
 MM0434|                                                           dddmmss.s |
 MM0434| CN7826 BEALL RM 1 AZIMUTH                                 0674009.1 |
 MM0434| CN7827 BEALL RM 2                           13.386 METERS 10636     |
 MM0434| CN7828 BEALL RM 3                           46.247 METERS 14842     |
 MM0434| MM0455 HERSHEY WATER TK=AIRWAY BN 62       APPROX.28.7 KM 2174501.6 |
 MM0434|---------------------------------------------------------------------|
 MM0434
 MM0434                          SUPERSEDED SURVEY CONTROL
 MM0434
 MM0434  NAD 83(1986)-  41 21 47.54189(N)    100 47 42.20743(W) AD(       ) 1
 MM0434  NAD 27      -  41 21 47.55700(N)    100 47 40.67300(W) AD(       ) 1
 MM0434  NGVD 29 (07/19/86) 1009.     (m)         3310.     (f) VERT ANG       
 MM0434
 MM0434.Superseded values are not recommended for survey control.
 MM0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0434.See file dsdata.txt to determine how the superseded data were derived.
 MM0434
 MM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4986280632(NAD 83)
 MM0434_MARKER: DS = TRIANGULATION STATION DISK
 MM0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0434
 MM0434  HISTORY     - Date     Condition        Report By
 MM0434  HISTORY     - 1933     MONUMENTED       CGS
 MM0434  HISTORY     - 1973     GOOD             NGS
 MM0434
 MM0434                          STATION DESCRIPTION
 MM0434
 MM0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0434'ABOUT 15 MILES NORTH AND 2 MILES WEST OF NORTH PLATTE, IN
 MM0434'NORTHEAST QUARTER SEC. 18, T. 16 N., R. 30 W., ON SUMMIT
 MM0434'OF HIGH SAND HILL IN PASTURE LEASED BY JOHN BEALL.
 MM0434'
 MM0434'REACHED FROM NORTH PLATTE VIA U.S. HIGHWAY 183, NORTH 1-1/2
 MM0434'MILES TO JUNCTION WITH STATE HIGHWAY 16, CONTINUE ON U.S.
 MM0434'HIGHWAY 183 FOR 8.6 MILES TO POINT WHERE HIGHWAY TURNS LEFT
 MM0434'(WEST), KEEP STRAIGHT NORTH BETWEEN GRAVEYARD AND SCHOOL
 MM0434'1.7 MILES, KEEP RIGHT FORK 0.7 MILE TO FENCE CORNER, THEN
 MM0434'NORTH FOLLOWING FENCE 0.05 MILE, KEEP LEFT ALONG FENCE NORTH
 MM0434'0.8 MILE TO GATE, KEEP LEFT FORK (NORTH) 1.1 MILES TO SWINGING
 MM0434'IRON GATE, CONTINUE NORTH 0.7 MILE TO RANCH, PASS THROUGH
 MM0434'CORRALS AND CONTINUE NORTH, EAST AND NORTH 0.9 MILE, TURN
 MM0434'WEST 0.1 MILE TO FENCE CORNER, THE BEALL HOUSE TO WEST, TURN
 MM0434'NORTH ALONG FENCE, (PASSING OLD SODDY AT 0.9), 1.7 MILES
 MM0434'TO GATE AT TOP OF HILL.  PASS THROUGH GATE AND FOLLOW
 MM0434'TRAIL 0.4 MILE TO POINT WHERE DIM TRAIL TAKES OFF TO THE
 MM0434'LEFT THROUGH VALLEY ABOUT 1 MILE TO STATION.  STATION
 MM0434'IS ON HIGHEST POINT OF POINTED SAND HILL.
 MM0434'
 MM0434'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION.
 MM0434'
 MM0434'REFERENCE MARK NO. 2 IS EAST OF STATION.
 MM0434'
 MM0434'REFERENCE MARK NO. 3 IS SOUTHEAST OF STATION.
 MM0434'
 MM0434'ALL MARKS SET 4 INCHES ABOVE GROUND.
 MM0434'
 MM0434'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.17 METERS.
 MM0434
 MM0434                          STATION RECOVERY (1973)
 MM0434
 MM0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0434'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 MM0434'THERE HAS BEEN SOME WIND EROSION AT THE STATION MARK BUT IT
 MM0434'APPEARS TO BE SOLID.  THE DISTANCE TO REFERENCE MARK 2 WAS
 MM0434'0.2 FOOT SHORTER THAN IN 1933 AND THE ANGLE 08 IN SMALLER
 MM0434'AND WAS DOUBLE CHECKED.  THE DISTANCE TO REFERENCE MARK 3
 MM0434'WAS 17.6 FEET LONGER THAN IN 1933 AND THE ANGLE 40 IN SMALLER.
 MM0434'THE DISTANCE WAS REDUCED TO HORIZONTAL AT THIS TIME BUT THERE
 MM0434'IS NO OBVIOUS REASON FOR THE DISCREPANCY.  A COMPLETE
 MM0434'DESCRIPTION FOLLOWS--
 MM0434'
 MM0434'THE STATION IS LOCATED ABOUT 17 MILES SOUTH-SOUTHWEST OF
 MM0434'STAPLETON, 15.5 MILES SOUTH-SOUTHEAST OF TRYON, AND 15 MILES
 MM0434'NORTH OF NORTH PLATTE ON A HIGH GRASSY SANDHILL ON PROPERTY
 MM0434'OF MR. MARTIN VIERSEN.
 MM0434'
 MM0434'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER
 MM0434'THE NORTH PLATTE RIVER ON U.S. HIGHWAY 83 GO NORTH ON U.S.
 MM0434'HIGHWAY 83 FOR 2.8 MILES TO A FORK WHERE STATE HIGHWAY 97
 MM0434'GOES LEFT.  TAKE LEFT FORK AND GO NORTHWEST ON STATE HIGHWAY
 MM0434'97 FOR 5.2 MILES TO A GRADED SIDE ROAD ON THE RIGHT.  TURN
 MM0434'RIGHT AND GO NORTH ON GRADED ROAD 1.0 MILE TO CATTLEGUARD
 MM0434'AND FORK BEYOND.  CROSS CATTLEGUARD AND TAKE LEFT FORK STRAIGHT
 MM0434'AHEAD AND GO NORTH FOR 5.5 MILES ON TRACK ROAD TO RANCH HOUSE
 MM0434'OF MR. VIERSEN ON RIGHT.  CONTINUE NORTH BETWEEN TWO BARNS
 MM0434'0.2 MILE TO GATE AT NORTHEAST CORNER OF THE LARGER BARN.
 MM0434'PASS THROUGH GATE NORTH 100 FEET TO FORK AT FENCE CORNER.
 MM0434'TAKE RIGHT FORK EAST THEN NORTH 0.3 MILE ALONG WEST SIDE
 MM0434'OF WIRE FENCE TO GATE.  CONTINUE NORTH ALONG WEST SIDE OF
 MM0434'FENCE IN 4-WHEEL-DRIVE 1.35 MILES TO 4-WAY FENCE CORNER.
 MM0434'(REFERENCE MARK 1 WHICH SERVES AS AZIMUTH MARK IS
 MM0434'APPROXIMATELY 0.1 MILE EAST OF THIS POINT ON NORTH SIDE
 MM0434'OF FENCE AND WAS REACHED ON FOOT.) TURN LEFT AND PICK WAY
 MM0434'WEST-SOUTHWEST 0.3 MILE TO HIGHEST POINT AND STATION.
 MM0434'
 MM0434'THE STATION MARK IS A STANDARD DISK STAMPED BEALL 1933 CEMENTED
 MM0434'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 MM0434'18 INCHES ABOVE GROUND.
 MM0434'
 MM0434'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEALL NO 1 1933
 MM0434'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MM0434'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 31.0 FEET NORTH
 MM0434'OF AN EAST-WEST FENCE LINE.
 MM0434'
 MM0434'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEALL NO 2 1933
 MM0434'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MM0434'PROJECTING 5 INCHES ABOVE GROUND.  IT IS ABOUT 3 FEET LOWER
 MM0434'THAN THE STATION MARK.
 MM0434'
 MM0434'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEALL NO 3 1933
 MM0434'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MM0434'PROJECTING 5 INCHES ABOVE GROUND.  IT IS ABOUT 15 FEET LOWER
 MM0434'THAN THE STATION MARK.
 MM0434'
 MM0434'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 MM0434'SOUTH OF RINGGOLD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1198 ***********************************************************************
 LG1198  SACS        -  This is a Secondary Airport Control Station.
 LG1198  DESIGNATION -  BEAPORT
 LG1198  PID         -  LG1198
 LG1198  STATE/COUNTY-  NE/GAGE
 LG1198  USGS QUAD   -  BEATRICE WEST (1980)
 LG1198
 LG1198                         *CURRENT SURVEY CONTROL
 LG1198  ___________________________________________________________________
 LG1198* NAD 83(1995)-  40 18 23.93567(N)    096 45 11.73872(W)     ADJUSTED  
 LG1198* NAVD 88     -       401.93   (meters)    1318.7    (feet)  GPS OBS   
 LG1198  ___________________________________________________________________
 LG1198  X           -    -572,804.328 (meters)                     COMP
 LG1198  Y           -  -4,837,240.806 (meters)                     COMP
 LG1198  Z           -   4,104,252.874 (meters)                     COMP
 LG1198  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 LG1198  ELLIP HEIGHT-         374.93  (meters)          (01/09/02) GPS OBS
 LG1198  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 LG1198
 LG1198  HORZ ORDER  -  FIRST
 LG1198  ELLP ORDER  -  FOURTH    CLASS I
 LG1198
 LG1198.This mark is at Beatrice Municipal Airport (BIE)
 LG1198
 LG1198.The horizontal coordinates were established by GPS observations
 LG1198.and adjusted by the National Geodetic Survey in August 1998..
 LG1198
 LG1198.The orthometric height was determined by GPS observations and a
 LG1198.high-resolution geoid model.
 LG1198
 LG1198.GPS derived orthometric heights for airport stations designated as
 LG1198.PACS or SACS are published to 2 decimal places.  This maintains
 LG1198.centimeter relative accuracy between the PACS and SACS.  It does
 LG1198.not indicate centimeter accuracy relative to other marks which are
 LG1198.part of the NAVD 88 network.
 LG1198
 LG1198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1198
 LG1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1198
 LG1198.The ellipsoidal height was determined by GPS observations
 LG1198.and is referenced to NAD 83.
 LG1198
 LG1198.The geoid height was determined by GEOID03.
 LG1198
 LG1198;                    North         East     Units Scale Factor Converg.
 LG1198;SPC NE       -    57,734.708   775,908.163   MT  0.99987543   +2 09 05.8
 LG1198;UTM  14      - 4,464,215.365   690,928.440   MT  1.00004875   +1 27 13.7
 LG1198
 LG1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1198!SPC NE       -   0.99994119  x   0.99987543  =   0.99981662
 LG1198!UTM  14      -   0.99994119  x   1.00004875  =   0.99998993
 LG1198
 LG1198:                Primary Azimuth Mark                     Grid Az
 LG1198:SPC NE       -  BEATRICE GAS CO MW TWR                   024 35 50.7
 LG1198:UTM  14      -  BEATRICE GAS CO MW TWR                   025 17 42.8
 LG1198
 LG1198|---------------------------------------------------------------------|
 LG1198| PID    Reference Object                     Distance      Geod. Az  |
 LG1198|                                                           dddmmss.s |
 LG1198| LG1206 BEATRICE GAS CO MW TWR              APPROX. 1.3 KM 0264456.5 |
 LG1198| LG1192 25 A                                426.279 METERS 0943220.0 |
 LG1198| LG1049 BEATRICE ST JOSEPH CATH CHURCH      APPROX. 4.2 KM 1721232.8 |
 LG1198| LG1203 BEAPORT AZ MK                       APPROX. 0.7 KM 1792930.8 |
 LG1198| LG1204 BEAPORT RM 1                         21.135 METERS 22509     |
 LG1198| LG1205 BEAPORT RM 2                         19.519 METERS 30901     |
 LG1198|---------------------------------------------------------------------|
 LG1198
 LG1198                          SUPERSEDED SURVEY CONTROL
 LG1198
 LG1198  ELLIP H (08/21/98)  375.01   (m)                       GP(       ) 4 1
 LG1198  NAD 83(1995)-  40 18 23.93329(N)    096 45 11.74235(W) AD(       ) 1
 LG1198  ELLIP H (08/18/97)  374.95   (m)                       GP(       ) 4 1
 LG1198  NAD 83(1986)-  40 18 23.94273(N)    096 45 11.73741(W) AD(       ) 1
 LG1198  NGVD 29 (02/23/90)  401.8    (m)         1318.     (f) GPS OBS        
 LG1198
 LG1198.Superseded values are not recommended for survey control.
 LG1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1198.See file dsdata.txt to determine how the superseded data were derived.
 LG1198
 LG1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9092864215(NAD 83)
 LG1198_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1198_SP_SET: CONCRETE POST
 LG1198_STAMPING: BEAPORT 1988
 LG1198_MARK LOGO: NGS   
 LG1198_PROJECTION: FLUSH
 LG1198_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1198+STABILITY: SURFACE MOTION
 LG1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1198+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1997
 LG1198
 LG1198  HISTORY     - Date     Condition        Report By
 LG1198  HISTORY     - 1988     MONUMENTED       NGS
 LG1198  HISTORY     - 19890321 GOOD             NGS
 LG1198  HISTORY     - 19890626 GOOD             NGS
 LG1198  HISTORY     - 19900615 GOOD             NGS
 LG1198  HISTORY     - 19950511 GOOD             NGS
 LG1198  HISTORY     - 19970522 GOOD             NGS
 LG1198
 LG1198                          STATION DESCRIPTION
 LG1198
 LG1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1198'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF BEATRICE, AT THE
 LG1198'BEATRICE MUNICIPAL AIRPORT, ALONG RUNWAY 17-35.  OWNERSHIP--BEATRICE
 LG1198'AIRPORT AUTHORITY, BOX 277, BEATRICE, NE 68310.  AIRPORT MANAGER IS
 LG1198'DONALD FITZWATER, TELEPHONE 402-223-5349.
 LG1198'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 77 AND 136 IN
 LG1198'BEATRICE, GO NORTH ON US HIGHWAY 77 FOR 3.9 KM (2.40 MI) TO THE
 LG1198'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.3 KM
 LG1198'(0.20 MI) TO THE TERMINAL BUILDING.  BEAR LEFT AND GO SOUTH FOR 0.1 KM
 LG1198'(0.05 MI) TO A GATE IN A CHAIN LINK FENCE.  PASS THROUGH GATE, THEN
 LG1198'TURN SHARP RIGHT ON PAVED LANE TO THE WEST SIDE OF THE TERMINAL
 LG1198'BUILDING.  TURN LEFT AND GO WEST ON A TAXIWAY FOR 0.24 KM (0.15 MI) TO
 LG1198'RUNWAY 17-35. TURN RIGHT AND GO NORTH ALONG THE SIDE OF THE RUNWAY FOR
 LG1198'0.7 KM (0.45 MI) TO AN OLD EAST-WEST ROAD AND THE STATION.
 LG1198'THE STATION IS SET 32.9 M (107.9 FT) NORTH OF THE EXTENDED FENCELINE
 LG1198'ON THE SOUTH SIDE OF THE OLD ROAD, 30.16 M (98.9 FT) EAST OF THE
 LG1198'RUNWAY CENTERLINE, 21.3 M (69.9 FT) NORTH OF THE APPROXIMATE CENTER OF
 LG1198'THE OLD ROAD 14.94 M (49.0 FT) EAST OF THE EAST EDGE OF THE CONCRETE
 LG1198'RUNWAY AND RECESSED 3 CM BELOW THE SURFACE.
 LG1198'DESCRIBED BY J.A. ODUM, TYPED BY E.A. RICE.
 LG1198
 LG1198                          STATION RECOVERY (1989)
 LG1198
 LG1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG1198'RECOVERED IN GOOD CONDITION.
 LG1198
 LG1198                          STATION RECOVERY (1990)
 LG1198
 LG1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (RAH)
 LG1198'THE STATION IS LOCATED NEAR THE NORTH END OF BEATRICE MUNI AIRPORT,
 LG1198'APPROXIMATELY 1200 FT (365.8 M) SOUTH OF RUNWAY END 17.  THE STATION
 LG1198'IS 170.9 FT (52.1 M) SOUTHEAST OF THE FIFTH RUNWAY LIGHT SOUTH OF THE
 LG1198'RUNWAY END, 52.7 FT (16.1 M) NORTHEAST OF THE SIXTH RUNWAY LIGHT, 98.9
 LG1198'FT (30.1 M) EAST OF THE CENTERLINE OF RUNWAY 17-35, 301.2 FT (91.8 M)
 LG1198'WEST OF THE CENTER OF THE PARALLEL TAXIWAY, AND 69.7 FT (21.2 M) NORTH
 LG1198'OF A DIM EAST-WEST TRACK ROAD.  THE STATION IS A NGS TRIANGULATION
 LG1198'DISK SET FLUSH WITH THE GROUND AND STAMPED BEAPORT 1988.
 LG1198
 LG1198                          STATION RECOVERY (1995)
 LG1198
 LG1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1198'THE STATION IS LOCATED ABOUT 39.0 MI (62.8 KM) SOUTH OF LINCOLN, 2.5
 LG1198'MI (4.0 KM) NORTH OF BEATRICE AND AT THE BEATRICE MUNICIPAL AIRPORT.
 LG1198'OWNERSHIP--BEATRICE AIRPORT AUTHORITY, BOX 277, BEATRICE NE 68310.
 LG1198'AIRPORT MANAGER, DON FRITZWATER, PHONE (402) 223-5349, FBO (402)
 LG1198'223-5349.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 LG1198'AND STATE HIGHWAYS 4 AND 136 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77
 LG1198'FOR 2.4 MI (3.9 KM) TO A ROAD LEFT, TURN LEFT AND GO WESTERLY
 LG1198'FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO THE AIRPORT
 LG1198'OFFICE ON THE RIGHT, CONTINUE AHEAD AND FOLLOW AIRPORT ENTRANCE ROAD
 LG1198'SOUTHERLY FOR 0.05 MI (0.08 KM) TO A GATE ON THE RIGHT, TURN RIGHT,
 LG1198'PASS THROUGH GATE, TURN RIGHT THEN RIGHT AGAIN AND GO WESTERLY ON A
 LG1198'PAVED TAXIWAY FOR 0.1 MI (0.2 KM) TO THE APRON ON THE WEST SIDE OF THE
 LG1198'OFFICE BUILDING, BEAR LEFT AND GO WEST ON THE APRON, THEN A CONNECTOR
 LG1198'TAXIWAY FOR 0.1 MI (0.2 KM) TO A TAXIWAY INTERSECTION, TURN RIGHT AND
 LG1198'GO NORTH ON THE PARALLEL TAXIWAY FOR 0.45 MI (0.72 KM) TO AN OLD
 LG1198'EAST-WEST ROAD BED AND THE STATION ON THE LEFT.  THE STATION IS 302.0
 LG1198'FT (92.0 M) WEST OF THE TAXIWAY CENTER, 98.9 FT (30.1 M) EAST OF THE
 LG1198'RUNWAY CENTER, 69.9 FT (21.3 M) NORTH OF THE APPROXIMATE CENTER OF THE
 LG1198'OLD ROAD BED AND 51.5 FT (15.7 M) NORTHEAST OF A RUNWAY LIGHT (JUST
 LG1198'NORTH OF THE OLD ROAD BED).  THIS STATION TO BE USED AS SACS.
 LG1198
 LG1198                          STATION RECOVERY (1997)
 LG1198
 LG1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1198'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1203 ***********************************************************************
 LG1203  SACS        -  This is a Secondary Airport Control Station.
 LG1203  DESIGNATION -  BEAPORT AZ MK
 LG1203  PID         -  LG1203
 LG1203  STATE/COUNTY-  NE/GAGE
 LG1203  USGS QUAD   -  BEATRICE WEST (1980)
 LG1203
 LG1203                         *CURRENT SURVEY CONTROL
 LG1203  ___________________________________________________________________
 LG1203* NAD 83(1995)-  40 17 59.90566(N)    096 45 11.46039(W)     ADJUSTED  
 LG1203* NAVD 88     -       396.91   (meters)    1302.2    (feet)  GPS OBS   
 LG1203  ___________________________________________________________________
 LG1203  X           -    -572,853.731 (meters)                     COMP
 LG1203  Y           -  -4,837,713.901 (meters)                     COMP
 LG1203  Z           -   4,103,684.328 (meters)                     COMP
 LG1203  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 LG1203  ELLIP HEIGHT-         369.90  (meters)          (01/09/02) GPS OBS
 LG1203  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 LG1203
 LG1203  HORZ ORDER  -  FIRST
 LG1203  ELLP ORDER  -  FOURTH    CLASS I
 LG1203
 LG1203.This mark is at Beatrice Municipal Airport (BIE)
 LG1203
 LG1203.The horizontal coordinates were established by GPS observations
 LG1203.and adjusted by the National Geodetic Survey in August 1998..
 LG1203
 LG1203.The orthometric height was determined by GPS observations and a
 LG1203.high-resolution geoid model.
 LG1203
 LG1203.GPS derived orthometric heights for airport stations designated as
 LG1203.PACS or SACS are published to 2 decimal places.  This maintains
 LG1203.centimeter relative accuracy between the PACS and SACS.  It does
 LG1203.not indicate centimeter accuracy relative to other marks which are
 LG1203.part of the NAVD 88 network.
 LG1203
 LG1203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1203
 LG1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1203
 LG1203.The ellipsoidal height was determined by GPS observations
 LG1203.and is referenced to NAD 83.
 LG1203
 LG1203.The geoid height was determined by GEOID03.
 LG1203
 LG1203;                    North         East     Units Scale Factor Converg.
 LG1203;SPC NE       -    56,994.373   775,942.555   MT  0.99987784   +2 09 06.0
 LG1203;UTM  14      - 4,463,474.538   690,953.816   MT  1.00004887   +1 27 13.2
 LG1203
 LG1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1203!SPC NE       -   0.99994198  x   0.99987784  =   0.99981982
 LG1203!UTM  14      -   0.99994198  x   1.00004887  =   0.99999084
 LG1203
 LG1203:                Primary Azimuth Mark                     Grid Az
 LG1203:SPC NE       -  BEATRICE GAS CO MW TWR                   014 47 18.2
 LG1203:UTM  14      -  BEATRICE GAS CO MW TWR                   015 29 11.0
 LG1203
 LG1203|---------------------------------------------------------------------|
 LG1203| PID    Reference Object                     Distance      Geod. Az  |
 LG1203|                                                           dddmmss.s |
 LG1203| LG1206 BEATRICE GAS CO MW TWR              APPROX. 2.0 KM 0165624.2 |
 LG1203| LG1050 AIR                                 458.588 METERS 0912845.4 |
 LG1203| LG1049 BEATRICE ST JOSEPH CATH CHURCH      APPROX. 3.5 KM 1703918.0 |
 LG1203| AB4128 BIE A                               APPROX. 0.6 KM 1724335.7 |
 LG1203| LG1198 BEAPORT                             APPROX. 0.7 KM 3592931.0 |
 LG1203|---------------------------------------------------------------------|
 LG1203
 LG1203                          SUPERSEDED SURVEY CONTROL
 LG1203
 LG1203  ELLIP H (08/21/98)  369.98   (m)                       GP(       ) 4 1
 LG1203  NAD 83(1995)-  40 17 59.90381(N)    096 45 11.46425(W) AD(       ) 3
 LG1203  NAD 83(1986)-  40 17 59.91317(N)    096 45 11.45893(W) AD(       ) 3
 LG1203  NGVD 29 (02/23/90)  396.8    (m)         1302.     (f) GPS OBS        
 LG1203
 LG1203.Superseded values are not recommended for survey control.
 LG1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1203.See file dsdata.txt to determine how the superseded data were derived.
 LG1203
 LG1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9095463475(NAD 83)
 LG1203_MARKER: DZ = AZIMUTH MARK DISK
 LG1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1203_SP_SET: CONCRETE POST
 LG1203_STAMPING: BEAPORT 1988
 LG1203_MARK LOGO: NGS   
 LG1203_PROJECTION: FLUSH
 LG1203_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1203+STABILITY: SURFACE MOTION
 LG1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1203+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1997
 LG1203
 LG1203  HISTORY     - Date     Condition        Report By
 LG1203  HISTORY     - 1988     MONUMENTED       NGS
 LG1203  HISTORY     - 19890321 GOOD             NGS
 LG1203  HISTORY     - 19900820 GOOD             NGS
 LG1203  HISTORY     - 19950511 GOOD             NGS
 LG1203  HISTORY     - 19970522 GOOD             NGS
 LG1203
 LG1203                          STATION DESCRIPTION
 LG1203
 LG1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1203'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF BEATRICE, AT THE
 LG1203'BEATRICE MUNICIPAL AIRPORT, AT THE JUNCTION OF THE TAXIWAY LEADING TO
 LG1203'THE TERMINAL BUILDING AND RUNWAY 17-35.  OWNERSHIP--BEATRICE AIRPORT
 LG1203'AUTHORITY, BOX 277, BEATRICE, NE 68310.  AIRPORT MANAGER IS DONALD
 LG1203'FITZWATER, TELEPHONE 402-223-5349.
 LG1203'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 77 AND 136 IN
 LG1203'BEATRICE, GO NORTH ON US HIGHWAY 77 FOR 3.9 KM (2.40 MI) TO THE
 LG1203'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.3 KM
 LG1203'(0.20 MI) TO THE TERMINAL BUILDING.  BEAR LEFT AND GO SOUTH FOR 0.1 KM
 LG1203'(0.05 MI) TO A GATE IN A CHAIN LINK FENCE.  PASS THROUGH GATE, THEN
 LG1203'TURN SHARP RIGHT ON PAVED LANE TO THE WEST SIDE OF THE TERMINAL
 LG1203'BUILDING.  TURN LEFT AND GO WEST ON A TAXIWAY FOR 0.24 KM (0.15 MI) TO
 LG1203'RUNWAY 17-35 AND THE STATION ON THE RIGHT.
 LG1203'THE STATION IS SET 31.9 M (104.7 FT)  EAST OF THE RUNWAY CENTERLINE,
 LG1203'22.7 M (74.5 FT) NORTH OF THE TAXIWAY CENTERLINE AND RECESSED 5 CM
 LG1203'BELOW THE GROUND SURFACE.
 LG1203'DESCRIBED BY J.A. ODUM, TYPED BY E.A.RICE.
 LG1203
 LG1203                          STATION RECOVERY (1990)
 LG1203
 LG1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LG1203'THE STATION IS LOCATED AT BEATRICE MUNI AIRPORT APPROXIMATELY
 LG1203'MIDFIELD.  THE STATION IS LOCATED 104.8 FT (31.9 M) EAST OF THE CENTER
 LG1203'RUNWAY 17-35, 74.6 FT (22.7 M) NORTH OF THE CENTER OF A EAST-WEST
 LG1203'TAXIWAY LEADING TO RAMP, 152.8 FT (46.6 M) WEST OF THE MANHOLE COVER,
 LG1203'168.6 FT (51.4 M) NORTHWEST OF THE CENTER OF THE TAXIWAY AND THE
 LG1203'TAXIWAY HOLDBAR, 41.8 FT (12.7 M) NORTHEAST OF THE TAXIWAY LIGHT AT
 LG1203'THE CORNER OF TAXIWAY AND RUNWAY, 44.8 FT (13.7 M) EAST OF THE FIRST
 LG1203'RUNWAY LIGHT NORTH OF THE TXY AND RWY INTERSECTION, AND 54.8 FT (16.7
 LG1203'M) EAST OF THE EAST EDGE OF THE RUNWAY.  THE STATION IS A NGS AZIMUTH
 LG1203'STATION MARK SET FLUSH WITH THE GROUND AND STAMPED BEAPORT AZ MK 1988.
 LG1203
 LG1203                          STATION RECOVERY (1995)
 LG1203
 LG1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1203'THE STATION IS LOCATED ABOUT 39.0 MI (62.8 KM) SOUTH OF LINCOLN, 2.5
 LG1203'MI (4.0 KM) NORTH OF BEATRICE AND AT THE BEATRICE MUNICIPAL AIRPORT.
 LG1203'OWNERSHIP--BEATRICE AIRPORT AUTHORITY, BOX 277, BEATRICE NE 68310.
 LG1203'AIRPORT MANAGER, DON FRITZWATER, PHONE (402) 223-5349, FBO (402)
 LG1203'223-5349.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 LG1203'AND STATE HIGHWAYS 4 AND 136 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77
 LG1203'FOR 2.4 MI (3.9 KM) TO A ROAD LEFT, TURN LEFT AND GO WESTERLY
 LG1203'FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO THE AIRPORT
 LG1203'OFFICE ON THE RIGHT, CONTINUE AHEAD AND FOLLOW AIRPORT ENTRANCE ROAD
 LG1203'SOUTHERLY FOR 0.05 MI (0.08 KM) TO A GATE ON THE RIGHT, TURN RIGHT,
 LG1203'PASS THROUGH GATE, TURN RIGHT THEN RIGHT AGAIN AND GO WESTERLY ON A
 LG1203'PAVED TAXIWAY FOR 0.1 MI (0.2 KM) TO THE APRON ON THE WEST SIDE OF THE
 LG1203'OFFICE BUILDING, BEAR LEFT AND GO WEST ON THE APRON, THEN A CONNECTOR
 LG1203'TAXIWAY FOR 0.1 MI (0.2 KM) TO A TAXIWAY INTERSECTION, CONTINUE AHEAD
 LG1203'AND GO WEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 LG1203'STATION ON THE RIGHT.  THE STATION IS 153.0 FT (46.6 M) WEST OF A
 LG1203'MANHOLE COVER CENTER, 105.0 FT (32.0 M) EAST OF THE RUNWAY CENTER,
 LG1203'74.7 FT (22.8 M) NORTH OF THE CONNECTOR TAXIWAY CENTER, 42.9 FT (13.1
 LG1203'M) NORTHEAST OF A TAXIWAY LIGHT (18) AND 33.7 FT (10.3 M) EAST OF THE
 LG1203'NORTHEAST CORNER OF A CONCRETE PAD FOR A TAXIWAY IDENTIFIER SIGN.
 LG1203'THIS STATION TO BE USED AS SACS.
 LG1203
 LG1203                          STATION RECOVERY (1997)
 LG1203
 LG1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1203'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1204 ***********************************************************************
 LG1204  DESIGNATION -  BEAPORT RM 1
 LG1204  PID         -  LG1204
 LG1204  STATE/COUNTY-  NE/GAGE
 LG1204  USGS QUAD   -  BEATRICE WEST (1980)
 LG1204
 LG1204                         *CURRENT SURVEY CONTROL
 LG1204  ___________________________________________________________________
 LG1204* NAD 83(1995)-  40 18 23.45237(N)    096 45 12.37320(W)     ADJUSTED  
 LG1204* NAVD 88     -       402.0    (meters)    1319.     (feet)  GPS OBS   
 LG1204  ___________________________________________________________________
 LG1204  X           -    -572,820.346 (meters)                     COMP
 LG1204  Y           -  -4,837,248.658 (meters)                     COMP
 LG1204  Z           -   4,104,241.537 (meters)                     COMP
 LG1204  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 LG1204  ELLIP HEIGHT-         374.98  (meters)          (01/09/02) GPS OBS
 LG1204  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 LG1204
 LG1204  HORZ ORDER  -  THIRD
 LG1204  ELLP ORDER  -  FOURTH    CLASS I
 LG1204
 LG1204.This mark is at Beatrice Municipal Airport (BIE)
 LG1204
 LG1204.The horizontal coordinates were established by GPS observations
 LG1204.and adjusted by the National Geodetic Survey in August 1998..
 LG1204
 LG1204.The orthometric height was determined by GPS observations and a
 LG1204.high-resolution geoid model.
 LG1204
 LG1204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1204
 LG1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1204
 LG1204.The ellipsoidal height was determined by GPS observations
 LG1204.and is referenced to NAD 83.
 LG1204
 LG1204.The geoid height was determined by GEOID03.
 LG1204
 LG1204;                    North         East     Units Scale Factor Converg.
 LG1204;SPC NE       -    57,719.251   775,893.753   MT  0.99987548   +2 09 05.4
 LG1204;UTM  14      - 4,464,200.081   690,913.840   MT  1.00004869   +1 27 13.3
 LG1204
 LG1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1204!SPC NE       -   0.99994118  x   0.99987548  =   0.99981667
 LG1204!UTM  14      -   0.99994118  x   1.00004869  =   0.99998987
 LG1204
 LG1204                          SUPERSEDED SURVEY CONTROL
 LG1204
 LG1204  ELLIP H (08/21/98)  375.07   (m)                       GP(       ) 4 1
 LG1204  NAD 83(1995)-  40 18 23.45453(N)    096 45 12.37136(W) AD(       ) 3
 LG1204  NAD 83(1986)-  40 18 23.46244(N)    096 45 12.36842(W) AD(       ) 3
 LG1204
 LG1204.Superseded values are not recommended for survey control.
 LG1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1204.See file dsdata.txt to determine how the superseded data were derived.
 LG1204
 LG1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9091464200(NAD 83)
 LG1204_MARKER: DR = REFERENCE MARK DISK
 LG1204_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LG1204_SP_SET: RUNWAY
 LG1204_STAMPING: BEAPORT NO 1 1988
 LG1204_MARK LOGO: NGS   
 LG1204_PROJECTION: FLUSH
 LG1204_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1204+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1997
 LG1204
 LG1204  HISTORY     - Date     Condition        Report By
 LG1204  HISTORY     - 1988     MONUMENTED       NGS
 LG1204  HISTORY     - 19970522 GOOD             NGS
 LG1204
 LG1204                          STATION DESCRIPTION
 LG1204
 LG1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LG1204'THE MARK IS LOCATED ON THE BEATRICE MUNICPAL AIRPORT, ABOUT 0.8 KM
 LG1204'(0.50 MI) NORTH FROM THE TERMINAL BUILDING AND 21.144 M (69.4 FT)
 LG1204'SOUTHWEST FROM STATION BEAPORT.
 LG1204'TO REACH THE STATION FROM THE WEST SIDE OF THE TERMINAL BUILDING, GO
 LG1204'WEST ON A TAXIWAY FOR 0.24 KM (0.15 MI) TO A NORTH/SOUTH RUNWAY.  TURN
 LG1204'RIGHT AND GO NORTH ALONG THE EAST SIDE OF THE RUNWAY FOR 0.72 KM
 LG1204'(0.45 MI) TO THE MARK ON THE RIGHT, CEMENTED INTO A DRILLED HOLE IN
 LG1204'THE CONCRETE RUNWAY.
 LG1204'DESCRIBED BY J.A. ODUM.
 LG1204
 LG1204                          STATION RECOVERY (1997)
 LG1204
 LG1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1204'THE STATION IS LOCATED ABOUT 39.0 MI (62.8 KM) SOUTH OF LINCOLN, 2.5
 LG1204'MI (4.0 KM) NORTH OF BEATRICE, AT THE BEATRICE MUNICIPAL AIRPORT AND
 LG1204'SET INTO THE EAST EDGE OF THE NORTH-SOUTH RUNWAY. OWNERSHIP--BEATRICE
 LG1204'AIRPORT AUTHORITY, BOX 277, BEATRICE, NE 68310. AIRPORT MANAGER, DON
 LG1204'FRITZWATER, PHONE (402) 223-5349.  FBO (402) 223-5349.  TO REACH THE
 LG1204'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 77 AND STATE HIGHWAYS 4 AND
 LG1204'136 IN BEATRICE, GO NORTH ON U.S.  HIGHWAY 77 FOR 2.4 MI (3.9 KM) TO A
 LG1204'ROAD LEFT, TURN LEFT AND GO WESTERLY FOLLOWING THE AIRPORT ENTRANCE
 LG1204'ROAD FOR 0.2 MI (0.3 KM) TO THE AIRPORT OFFICE ON THE RIGHT, CONTINUE
 LG1204'AHEAD AND FOLLOW AIRPORT ENTRANCE ROAD SOUTHERLY FOR 0.05 MI (0.08 KM)
 LG1204'TO A GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH GATE, TURN RIGHT THEN
 LG1204'RIGHT AGAIN AND GO WESTERLY ON A PAVED TAXIWAY FOR 0.1 MI (0.2 KM) TO
 LG1204'THE APRON ON THE WEST SIDE OF THE OFFICE BUILDING, BEAR LEFT AND GO
 LG1204'WEST ON THE APRON, THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO A
 LG1204'TAXIWAY INTERSECTION, TURN RIGHT AND GO NORTH ON THE PARALLEL TAXIWAY
 LG1204'FOR 0.45 MI (0.72 KM) TO A OLD EAST-WEST ROAD BED AND THE STATION ON
 LG1204'THE LEFT.  THE STATION IS SET FLUSH WITH THE SURFACE OF THE RUNWAY,
 LG1204'69.4 FT (21.2 M) SOUTHWEST OF STATION BEAPORT AND 0.5 FT (15.2 CM)
 LG1204'WEST OF THE EAST EDGE OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1205 ***********************************************************************
 LG1205  DESIGNATION -  BEAPORT RM 2
 LG1205  PID         -  LG1205
 LG1205  STATE/COUNTY-  NE/GAGE
 LG1205  USGS QUAD   -  BEATRICE WEST (1980)
 LG1205
 LG1205                         *CURRENT SURVEY CONTROL
 LG1205  ___________________________________________________________________
 LG1205* NAD 83(1995)-  40 18 24.33404(N)    096 45 12.38099(W)     ADJUSTED  
 LG1205* NAVD 88     -       402.2    (meters)    1320.     (feet)  GPS OBS   
 LG1205  ___________________________________________________________________
 LG1205  X           -    -572,818.476 (meters)                     COMP
 LG1205  Y           -  -4,837,231.302 (meters)                     COMP
 LG1205  Z           -   4,104,262.393 (meters)                     COMP
 LG1205  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 LG1205  ELLIP HEIGHT-         375.16  (meters)          (01/09/02) GPS OBS
 LG1205  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 LG1205
 LG1205  HORZ ORDER  -  THIRD
 LG1205  ELLP ORDER  -  FOURTH    CLASS I
 LG1205
 LG1205.This mark is at Beatrice Municipal Airport (BIE)
 LG1205
 LG1205.The horizontal coordinates were established by GPS observations
 LG1205.and adjusted by the National Geodetic Survey in August 1998..
 LG1205
 LG1205.The orthometric height was determined by GPS observations and a
 LG1205.high-resolution geoid model.
 LG1205
 LG1205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1205
 LG1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1205
 LG1205.The ellipsoidal height was determined by GPS observations
 LG1205.and is referenced to NAD 83.
 LG1205
 LG1205.The geoid height was determined by GEOID03.
 LG1205
 LG1205;                    North         East     Units Scale Factor Converg.
 LG1205;SPC NE       -    57,746.416   775,892.548   MT  0.99987539   +2 09 05.3
 LG1205;UTM  14      - 4,464,227.264   690,912.966   MT  1.00004868   +1 27 13.3
 LG1205
 LG1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1205!SPC NE       -   0.99994115  x   0.99987539  =   0.99981655
 LG1205!UTM  14      -   0.99994115  x   1.00004868  =   0.99998983
 LG1205
 LG1205                          SUPERSEDED SURVEY CONTROL
 LG1205
 LG1205  ELLIP H (08/21/98)  375.24   (m)                       GP(       ) 4 1
 LG1205  NAD 83(1995)-  40 18 24.32737(N)    096 45 12.37809(W) AD(       ) 3
 LG1205  NAD 83(1986)-  40 18 24.33828(N)    096 45 12.37555(W) AD(       ) 3
 LG1205
 LG1205.Superseded values are not recommended for survey control.
 LG1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1205.See file dsdata.txt to determine how the superseded data were derived.
 LG1205
 LG1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9091364227(NAD 83)
 LG1205_MARKER: DR = REFERENCE MARK DISK
 LG1205_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LG1205_SP_SET: RUNWAY
 LG1205_STAMPING: BEAPORT NO 2 1988
 LG1205_MARK LOGO: NGS   
 LG1205_PROJECTION: FLUSH
 LG1205_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1205+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1997
 LG1205
 LG1205  HISTORY     - Date     Condition        Report By
 LG1205  HISTORY     - 1988     MONUMENTED       NGS
 LG1205  HISTORY     - 19970522 GOOD             NGS
 LG1205
 LG1205                          STATION DESCRIPTION
 LG1205
 LG1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LG1205'THE MARK IS LOCATED ON THE BEATRICE MUNICPAL AIRPORT, ABOUT 0.8 KM
 LG1205'(0.50 MI) NORTH FROM THE TERMINAL BUILDING AND 19.532 M (64.1 FT)
 LG1205'NORTHWEST FROM STATION BEAPORT.
 LG1205'TO REACH THE STATION FROM THE WEST SIDE OF THE TERMINAL BUILDING, GO
 LG1205'WEST ON A TAXIWAY FOR 0.24 KM (0.15 MI) TO A NORTH/SOUTH RUNWAY.  TURN
 LG1205'RIGHT AND GO NORTH ALONG THE EAST SIDE OF THE RUNWAY FOR 0.72 KM
 LG1205'(0.45 MI) TO THE MARK ON THE RIGHT, CEMENTED INTO A DRILLED HOLE IN
 LG1205'THE CONCRETE RUNWAY.
 LG1205'DESCRIBED BY J.A. ODUM.
 LG1205
 LG1205                          STATION RECOVERY (1997)
 LG1205
 LG1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1205'THE STATION IS LOCATED ABOUT 39.0 MI (62.8 KM) SOUTH OF LINCOLN, 2.5
 LG1205'MI (4.0 KM) NORTH OF BEATRICE, AT THE BEATRICE MUNICIPAL AIRPORT AND
 LG1205'SET INTO THE EAST EDGE OF THE NORTH-SOUTH RUNWAY. OWNERSHIP--BEATRICE
 LG1205'AIRPORT AUTHORITY, BOX 277, BEATRICE, NE 68310. AIRPORT MANAGER, DON
 LG1205'FRITZWATER, PHONE (402) 223-5349.  FBO (402) 223-5349.  TO REACH THE
 LG1205'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 77 AND STATE HIGHWAYS 4 AND
 LG1205'136 IN BEATRICE, GO NORTH ON U.S.  HIGHWAY 77 FOR 2.4 MI (3.9 KM) TO A
 LG1205'ROAD LEFT, TURN LEFT AND GO WESTERLY FOLLOWING THE AIRPORT ENTRANCE
 LG1205'ROAD FOR 0.2 MI (0.3 KM) TO THE AIRPORT OFFICE ON THE RIGHT, CONTINUE
 LG1205'AHEAD AND FOLLOW AIRPORT ENTRANCE ROAD SOUTHERLY FOR 0.05 MI (0.08 KM)
 LG1205'TO A GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH GATE, TURN RIGHT THEN
 LG1205'RIGHT AGAIN AND GO WESTERLY ON A PAVED TAXIWAY FOR 0.1 MI (0.2 KM) TO
 LG1205'THE APRON ON THE WEST SIDE OF THE OFFICE BUILDING, BEAR LEFT AND GO
 LG1205'WEST ON THE APRON, THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO A
 LG1205'TAXIWAY INTERSECTION, TURN RIGHT AND GO NORTH ON THE PARALLEL TAXIWAY
 LG1205'FOR 0.45 MI (0.72 KM) TO A OLD EAST-WEST ROAD BED AND THE STATION ON
 LG1205'THE LEFT.  THE STATION IS SET FLUSH WITH THE SURFACE OF THE RUNWAY,
 LG1205'64.0 FT (19.5 M) NORTHEAST OF STATION BEAPORT AND 0.5 FT (15.2 CM)
 LG1205'WEST OF THE EAST EDGE OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0482 ***********************************************************************
 MM0482  DESIGNATION -  BEAR
 MM0482  PID         -  MM0482
 MM0482  STATE/COUNTY-  NE/ARTHUR
 MM0482  USGS QUAD   -  BEAR HILL (1971)
 MM0482
 MM0482                         *CURRENT SURVEY CONTROL
 MM0482  ___________________________________________________________________
 MM0482* NAD 83(1995)-  41 25 38.90675(N)    101 48 31.68508(W)     ADJUSTED  
 MM0482* NAVD 88     -      1175.     (meters)    3855.     (feet)  SCALED    
 MM0482  ___________________________________________________________________
 MM0482  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 MM0482  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 MM0482
 MM0482  HORZ ORDER  -  FIRST
 MM0482
 MM0482.The horizontal coordinates were established by classical geodetic methods
 MM0482.and adjusted by the National Geodetic Survey in August 1997..
 MM0482
 MM0482.The orthometric height was scaled from a topographic map.
 MM0482
 MM0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0482
 MM0482.The geoid height was determined by GEOID03.
 MM0482
 MM0482;                    North         East     Units Scale Factor Converg.
 MM0482;SPC NE       -   178,570.863   348,866.139   MT  0.99965953   -1 11 55.3
 MM0482;UTM  14      - 4,590,020.681   265,296.430   MT  1.00027797   -1 51 33.7
 MM0482
 MM0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0482!SPC NE       -   0.99981886  x   0.99965953  =   0.99947845
 MM0482!UTM  14      -   0.99981886  x   1.00027797  =   1.00009678
 MM0482
 MM0482|---------------------------------------------------------------------|
 MM0482| PID    Reference Object                     Distance      Geod. Az  |
 MM0482|                                                           dddmmss.s |
 MM0482| CP7386 BEAR RM 2                            50.094 METERS 08225     |
 MM0482| CP7387 BEAR RM 3 AZIMUTH                                  2432842.8 |
 MM0482| CP7385 BEAR RM 1                            33.144 METERS 32828     |
 MM0482|---------------------------------------------------------------------|
 MM0482
 MM0482                          SUPERSEDED SURVEY CONTROL
 MM0482
 MM0482  NAD 83(1986)-  41 25 38.90755(N)    101 48 31.68938(W) AD(       ) 1
 MM0482  NAD 27      -  41 25 38.96000(N)    101 48 30.04900(W) AD(       ) 1
 MM0482
 MM0482.Superseded values are not recommended for survey control.
 MM0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0482.See file dsdata.txt to determine how the superseded data were derived.
 MM0482
 MM0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6529690021(NAD 83)
 MM0482_MARKER: DS = TRIANGULATION STATION DISK
 MM0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0482
 MM0482  HISTORY     - Date     Condition        Report By
 MM0482  HISTORY     - 1933     MONUMENTED       CGS
 MM0482  HISTORY     - 1946     GOOD             CGS
 MM0482
 MM0482                          STATION DESCRIPTION
 MM0482
 MM0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0482'ABOUT 12 MILES DUE NORTH OF LEMOYNE, IN WEST HALF SEC. 22, T. 17
 MM0482'N., R. 39 W., ON A LARGE SAND HILL KNOWN LOCALLY AS BEAR HILL,
 MM0482'IN PASTURE.
 MM0482'
 MM0482'REACHED FROM LEMOYNE ON U.S. HIGHWAY 26 VIA ROAD NORTH FROM
 MM0482'HIGHWAY 26 BY RAILROAD STATION, THENCE EAST NORTH OF TRACK 0.2
 MM0482'MILE TO A GRADED ROAD LEADING NORTH.  FOLLOW THIS ROAD NORTH 1.4
 MM0482'MILES TO FORK, MAIN GRADED ROAD BEARS TO LEFT ACROSS A VALLEY.
 MM0482'FOLLOW LEFT-HAND ROAD NORTHWEST AND NORTH 4.8 MILES TO END OF
 MM0482'GRADE NEAR LAKE AND HAY MEADOWS.  KEEP MAIN WELL-TRAVELED ROAD
 MM0482'FORWARD IN NORTHERLY DIRECTION 5.2 MILES TO A WIRE GATE ON EAST
 MM0482'SIDE OF ROAD, WHICH IS FENCED ON BOTH SIDES, JUST NORTH OF
 MM0482'MAIL BOX AND 50 YARDS SOUTH OF AUTO GATE THROUGH WHICH MAIN
 MM0482'ROAD PASSES INTO LARGE PASTURE AND BEARS OFF NORTHWEST.
 MM0482'THERE IS A HOUSE TO THE EASTWARD AT THIS POINT.  PASS THROUGH
 MM0482'GATE AND FOLLOW MAIN TRAIL IN A NORTHEASTERLY DIRECTION
 MM0482'0.5 MILE TO A HOUSE.  PASS THROUGH LOTS AND KEEP TRAIL
 MM0482'NORTHEAST THROUGH DROP GATE 0.6 MILE TO POINT WHERE MAIN TRAIL
 MM0482'BEARS TO LEFT UP A SANDY HILL AND THERE IS A VALLEY TO THE
 MM0482'EASTWARD.  LEAVE ROAD AND FOLLOW THIS VALLEY ABOUT 250
 MM0482'YARDS AND BEAR TO RIGHT UP RIDGE, AND TO ANOTHER VALLEY WITH
 MM0482'TWO PLOUGHED FIRE-BREAKS.  FOLLOW UP THIS VALLEY SOUTHEAST
 MM0482'TO HEAD AT NORTH-SOUTH FENCE BETWEEN SECTION 21 AND 22 TO
 MM0482'LEFT, A DISTANCE OF 0.6 MILE FROM TRAIL.  TAKE DOWN FENCE AND
 MM0482'DRIVE SOUTHEAST 400 YARDS TO STATION.  STATION IS ON A
 MM0482'HIGH-ROUNDED HILL 300 YARDS SOUTH OF HIGHEST PEAK, AND
 MM0482'ABOUT 25 FEET LOWER IN ELEVATION.  MARK IS 4 INCHES ABOVE GROUND.
 MM0482'
 MM0482'REFERENCE MARK NO. 1 IS NORTHWEST OF STATION AT POINT WHERE
 MM0482'RIDGE BEGINS TO BREAK AWAY TO NORTHWEST.
 MM0482'
 MM0482'REFERENCE MARK NO. 2 IS EAST OF STATION ON SMALL ROUNDED KNOLL.
 MM0482'
 MM0482'REFERENCE MARK NO. 3 IS SOUTHWEST OF STATION IN FENCE LINE, 12
 MM0482'FEET EAST OF CENTERLINE OF ROAD.
 MM0482'
 MM0482'ALL MARKS 4 INCHES ABOVE GROUND.
 MM0482'
 MM0482'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.16 METERS.
 MM0482
 MM0482                          STATION RECOVERY (1946)
 MM0482
 MM0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0482'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED.
 MM0482'ALL MARKS WERE FOUND IN GOOD CONDITION WITH THE EXCEPTION OF THE
 MM0482'STATION MARK, WHICH NOW PROJECTS 30 INCHES, BUT SEEMS TO BE
 MM0482'SOLID.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MM0482'
 MM0482'LOCATED ABOUT 13 MILES, AIRLINE, SOUTH-SOUTHWEST OF ARTHUR ON
 MM0482'THE TOP OF A HILLY RIDGE, ABOUT 0.1 MILE SOUTH OF THE HIGHEST
 MM0482'POINT, LOCALLY KNOWN AS BEAR HILL.  IT IS
 MM0482'STAMPED BEAR 1933 AND PROJECTS 30 INCHES.
 MM0482'
 MM0482'REFERENCE MARK NO. 1 IS ON THE NORTHWEST SLOPE OF THE HILL
 MM0482'AND IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS
 MM0482'STAMPED BEAR NO 1 1933 AND PROJECT 6 INCHES.
 MM0482'
 MM0482'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL AND IS
 MM0482'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS
 MM0482'STAMPED BEAR NO 2 1933 AND PROJECTS 1 FOOT.
 MM0482'
 MM0482'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS SOUTHWEST OF THE STATION
 MM0482'ABOUT 1.5 MILE.  IT IS ABOUT 0.2 MILE SOUTHWEST OF A FARMHOUSE,
 MM0482'0.35 MILE SOUTH OF A FENCE CORNER AND 12 FEET EAST OF THE
 MM0482'CENTER LINE OF A NORTH-SOUTH TRACK ROAD.  IT IS SET IN A
 MM0482'NORTH-SOUTH FENCE LINE.  IT IS STAMPED BEAR NO 3 1933 AND
 MM0482'PROJECTS 6 INCHES.
 MM0482'
 MM0482'REACHED FROM THE POST OFFICE IN ARTHUR GO SOUTH ON HIGHWAY 61
 MM0482'FOR 12.75 MILE TO A FARMHOUSE AND A LARGE RED BARN ON THE
 MM0482'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A SIDE ROAD
 MM0482'RIGHT.  TURN RIGHT, PASSING OVER CATTLE GUARD AND GO WEST FOR
 MM0482'2.1 MILES TO A FORK.  TAKE RIGHT FORK AND GO 1.2 MILES TO A RED
 MM0482'BARN ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.7 MILES TO A
 MM0482'FENCE CORNER.  *HERE LEAVE ROAD AND TURN RIGHT ON DIM TRACK
 MM0482'ROAD FOLLOWING ALONG THE WEST SIDE OF A NORTH-SOUTH FENCE
 MM0482'LINE FOR 0.3 MILE TO A GATE.  PASS THROUGH GATE AND TURN LEFT
 MM0482'AND FOLLOW ALONG THE NORTH SIDE OF AN EAST-WEST FENCE LINE
 MM0482'FOR 0.5 MILE.  HERE TURN RIGHT, NORTHEASTERLY, AND CONTINUE
 MM0482'TO THE TOP OF THE HILL AND THE STATION A DISTANCE OF 0.5
 MM0482'MILE.
 MM0482'
 MM0482'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON THE
 MM0482'MAIN TRAVELED ROAD FOR 1.2 MILES TO A FENCE LINE AND GATE.
 MM0482'PASS THROUGH THE GATE AND CONTINUE ON ROAD FOR 0.5 MILE TO A
 MM0482'FENCE LINE AND GATE.  PASS THROUGH GATE AND TURN SHARP LEFT
 MM0482'AND FOLLOW ALONG THE WEST SIDE OF THE FENCE LINE FOR 0.5 MILE
 MM0482'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1045 ***********************************************************************
 LG1045  DESIGNATION -  BEAR
 LG1045  PID         -  LG1045
 LG1045  STATE/COUNTY-  NE/GAGE
 LG1045  USGS QUAD   -  FILLEY (1980)
 LG1045
 LG1045                         *CURRENT SURVEY CONTROL
 LG1045  ___________________________________________________________________
 LG1045* NAD 83(1995)-  40 19 10.93463(N)    096 36 53.14521(W)     ADJUSTED  
 LG1045* NAVD 88     -       440.00   (+/-2cm)    1443.6    (feet)  VERTCON   
 LG1045  ___________________________________________________________________
 LG1045  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 LG1045  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 LG1045
 LG1045  HORZ ORDER  -  SECOND
 LG1045  VERT ORDER  -  THIRD ? (See Below)
 LG1045
 LG1045.The horizontal coordinates were established by classical geodetic methods
 LG1045.and adjusted by the National Geodetic Survey in August 1997..
 LG1045
 LG1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1045.The vertical order pertains to the NGVD 29 superseded value.
 LG1045
 LG1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1045
 LG1045.The geoid height was determined by GEOID03.
 LG1045
 LG1045;                    North         East     Units Scale Factor Converg.
 LG1045;SPC NE       -    59,634.479   787,615.120   MT  0.99987075   +2 14 36.2
 LG1045;UTM  14      - 4,465,972.605   702,660.082   MT  1.00010560   +1 32 38.0
 LG1045
 LG1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1045!SPC NE       -   0.99993524  x   0.99987075  =   0.99980600
 LG1045!UTM  14      -   0.99993524  x   1.00010560  =   1.00004084
 LG1045
 LG1045:                Primary Azimuth Mark                     Grid Az
 LG1045:SPC NE       -  EVANGELICAL ZION LUTHERAN CH             357 55 34.7
 LG1045:UTM  14      -  EVANGELICAL ZION LUTHERAN CH             358 37 32.9
 LG1045
 LG1045|---------------------------------------------------------------------|
 LG1045| PID    Reference Object                     Distance      Geod. Az  |
 LG1045|                                                           dddmmss.s |
 LG1045| LG1044 EVANGELICAL ZION LUTHERAN CH        APPROX. 3.3 KM 0001010.9 |
 LG1045| CL6840 BEAR RM 1                            33.528 METERS 01222     |
 LG1045| CL6841 BEAR RM 2                             7.279 METERS 09146     |
 LG1045| CL6839 BEAR AZ MK                                         1790352.7 |
 LG1045|---------------------------------------------------------------------|
 LG1045
 LG1045                          SUPERSEDED SURVEY CONTROL
 LG1045
 LG1045  NAD 83(1986)-  40 19 10.94285(N)    096 36 53.14150(W) AD(       ) 2
 LG1045  NAD 27      -  40 19 10.93800(N)    096 36 52.05800(W) AD(       ) 2
 LG1045  NGVD 29 (07/19/86)  439.89   (m)         1443.2    (f) LEVELING    3  
 LG1045
 LG1045.Superseded values are not recommended for survey control.
 LG1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1045.See file dsdata.txt to determine how the superseded data were derived.
 LG1045
 LG1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0266065973(NAD 83)
 LG1045_MARKER: DS = TRIANGULATION STATION DISK
 LG1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1045
 LG1045  HISTORY     - Date     Condition        Report By
 LG1045  HISTORY     - 1947     MONUMENTED       CGS
 LG1045  HISTORY     - 1969     GOOD             CGS
 LG1045
 LG1045                          STATION DESCRIPTION
 LG1045
 LG1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1045'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF BEATRICE, 260
 LG1045'FEET SOUTH OF THE CENTER OF INTERSECTION OF A CROSSROAD, 57 FEET
 LG1045'WEST OF THE CENTER OF A DIRT ROAD, AND 7.5 FEET WEST OF A WITNESS
 LG1045'POST.  IT PROJECTS 3 INCHES AND IS STAMPED BEAR 1947.
 LG1045'
 LG1045'REFERENCE MARK NO. 1 IS 150 FEET SOUTH OF THE CENTER OF
 LG1045'INTERSECTION OF A CROSSROAD, 35 FEET WEST OF THE CENTER OF A DIRT
 LG1045'ROAD AND AT THE EAST EDGE OF A SMALL CULTIVATED FIELD.  IT
 LG1045'PROJECTS 4 INCHES AND IS STAMPED BEAR NO 1 1947.
 LG1045'
 LG1045'REFERENCE MARK NO. 2 IS AT THE SOUTHEAST CORNER OF A HEDGE ROW
 LG1045'AND 34 FEET WEST OF THE CENTER OF A DIRT ROAD.  IT PROJECTS 2
 LG1045'INCHES AND IS STAMPED BEAR NO 2 1947.
 LG1045'
 LG1045'AZIMUTH MARK IS AT THE NORTHWEST CORNER OF A GROUP OF EVERGREEN
 LG1045'TREES, 42 FEET SOUTHEAST OF THE CENTER OF INTERSECTION OF A
 LG1045'CROSSROAD, 1 FOOT NORTHWEST OF A TELEPHONE POLE, AND 1 FOOT NORTH
 LG1045'OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED BEAR 1947.
 LG1045'
 LG1045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 77 AND
 LG1045'STATE HIGHWAYS NO. 3 AND NO. 4 IN BEATRICE, GO EAST ON STATE
 LG1045'HIGHWAYS NO. 3 AND 4 FOR 6.2 MILES TO A GRAVELED ROAD NORTH, TURN
 LG1045'LEFT, NORTH AND GO 4 MILES TO A CROSSROAD, TURN RIGHT, EAST, AND
 LG1045'GO 1 MILE TO A CROSSROAD, TURN RIGHT, SOUTH, AND GO 260 FEET TO
 LG1045'THE STATION ON THE RIGHT AS DESCRIBED.
 LG1045'
 LG1045'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A DIRT
 LG1045'ROAD FOR 0.95 MILE TO A CROSSROAD AND THE AZIMUTH MARK AS
 LG1045'DESCRIBED.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT JAKES IS VISIBLE AT 37 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT WOLKEN IS VISIBLE AT 50 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT VIRGINIA IS VISIBLE AT 15 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT CRAB IS VISIBLE AT 37 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT BLOODY IS VISIBLE AT 15 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 4 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT HUNT IS VISIBLE AT 4 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT AIR IS VISIBLE AT 37 FEET.
 LG1045'
 LG1045'A 47 FOOT SIGNAL AT PICKRELL IS VISIBLE AT 37 FEET.
 LG1045'
 LG1045'A 74 FOOT SIGNAL AT SNAKE IS VISIBLE AT 15 FEET.
 LG1045'
 LG1045'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1045
 LG1045                          STATION RECOVERY (1969)
 LG1045
 LG1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1045'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG1045'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 LG1045'CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LG1045'
 LG1045'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF REFERENCE MARK
 LG1045'NO. 2.
 LG1045'
 LG1045'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 LG1045'
 LG1045'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN, ABOUT 8 MILES
 LG1045'NE OF BEATRICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0573 ***********************************************************************
 MN0573  DESIGNATION -  BEARD
 MN0573  PID         -  MN0573
 MN0573  STATE/COUNTY-  NE/BANNER
 MN0573  USGS QUAD   -  SINGLETON RANCH (1979)
 MN0573
 MN0573                         *CURRENT SURVEY CONTROL
 MN0573  ___________________________________________________________________
 MN0573* NAD 83(1995)-  41 23 46.91931(N)    103 27 35.25526(W)     ADJUSTED  
 MN0573* NAVD 88     -      1464.     (meters)    4803.     (feet)  SCALED    
 MN0573  ___________________________________________________________________
 MN0573  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 MN0573  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 MN0573
 MN0573  HORZ ORDER  -  FIRST
 MN0573
 MN0573.The horizontal coordinates were established by classical geodetic methods
 MN0573.and adjusted by the National Geodetic Survey in August 1997..
 MN0573
 MN0573.The orthometric height was scaled from a topographic map.
 MN0573
 MN0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0573
 MN0573.The geoid height was determined by GEOID03.
 MN0573
 MN0573;                    North         East     Units Scale Factor Converg.
 MN0573;SPC NE       -   179,322.655   210,835.914   MT  0.99966041   -2 17 34.1
 MN0573;UTM  13      - 4,583,903.549   628,756.634   MT  0.99980402   +1 01 07.0
 MN0573
 MN0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0573!SPC NE       -   0.99977347  x   0.99966041  =   0.99943396
 MN0573!UTM  13      -   0.99977347  x   0.99980402  =   0.99957754
 MN0573
 MN0573|---------------------------------------------------------------------|
 MN0573| PID    Reference Object                     Distance      Geod. Az  |
 MN0573|                                                           dddmmss.s |
 MN0573| CP7393 BEARD RM 1                           33.729 METERS 09302     |
 MN0573| CP7392 BEARD AZ MK                                        1920526.6 |
 MN0573| CP7394 BEARD RM 2                           69.192 METERS 22353     |
 MN0573|---------------------------------------------------------------------|
 MN0573
 MN0573                          SUPERSEDED SURVEY CONTROL
 MN0573
 MN0573  NAD 83(1995)-  41 23 46.91862(N)    103 27 35.25444(W) AD(       ) 1
 MN0573  NAD 83(1986)-  41 23 46.91066(N)    103 27 35.25602(W) AD(       ) 1
 MN0573  NAD 27      -  41 23 46.99100(N)    103 27 33.48170(W) AD(       ) 1
 MN0573
 MN0573.Superseded values are not recommended for survey control.
 MN0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0573.See file dsdata.txt to determine how the superseded data were derived.
 MN0573
 MN0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2875783904(NAD 83)
 MN0573_MARKER: DS = TRIANGULATION STATION DISK
 MN0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0573
 MN0573  HISTORY     - Date     Condition        Report By
 MN0573  HISTORY     - 1934     MONUMENTED       CGS
 MN0573  HISTORY     - 1963     GOOD             CGS
 MN0573
 MN0573                          STATION DESCRIPTION
 MN0573
 MN0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0573'THE STATION IS LOCATED ABOUT 11 MILES NORTH OF DIX AND IS ON
 MN0573'THE HIGHEST POINT OF A ROUND GRASSY HILL WHICH IS CULTIVATED
 MN0573'ON THE SOUTHEAST SIDE AND IS ON BLUFFS OVERLOOKING THE LAWRENCE
 MN0573'FORK VALLEY TO THE NORTH.  IT IS IN SOUTHWEST QUARTER SEC.
 MN0573'32, T 53 N., R 17 W., AND IS ON LAND OWNED BY A.B. BEARD.
 MN0573'
 MN0573'THE STATION MARK IS 12 FEET NORTH OF AN EAST-WEST FENCE, 180
 MN0573'FEET EAST OF A NORTHWEST FENCE CORNER IN THE SAME FENCE AND
 MN0573'PROJECTS 4 INCHES.
 MN0573'
 MN0573'TO REACH THE STATION FROM DIX, A SMALL TOWN ON U.S. HIGHWAY
 MN0573'30 AND THE UNION PACIFIC RAILROAD, GO NORTH ON GRADED ROAD
 MN0573'FROM THE INTERSECTION WITH U.S. HIGHWAY 30 (75 YARDS SOUTHEAST
 MN0573'OF A STEEL ELEVATOR AND 50 YARDS SOUTH OF THE RAILROAD TRACKS
 MN0573'IN THE NORTHWEST EDGE OF THE TOWN), FOR 10.0 MILES TO A
 MN0573'POINT WHERE THE MAIN ROAD TURNS SHARP RIGHT AND A LESS-TRAVELED
 MN0573'ROAD CONTINUES NORTH DOWN INTO THE LAWRENCE FORK VALLEY.
 MN0573'HERE TURN RIGHT, (EAST) AND FOLLOW MAIN ROAD 2.0 MILES TO
 MN0573'A CROSS ROAD.  (THERE ARE 3 GREEN MAIL BOXES IN THE SOUTHWEST
 MN0573'ANGLE OF THIS INTERSECTION.  ONE OF THEM SET ON A PIPE WHICH
 MN0573'RESTS IN A GREEN MILK CAN.) HERE LEAVE MAIN ROAD, TURN
 MN0573'LEFT AND GO NORTH ON GRADED SECTION-LINE ROAD 1.0 MILE TO
 MN0573'A GATE.  PASS THROUGH GATE AND CONTINUE NORTH FOR 50
 MN0573'YARDS.  THEN LEAVE ROAD AND GO NORTH AND WEST ALONG NORTH
 MN0573'EDGE OF FIELD 0.5 MILE TO A GATE IN NORTHWEST CORNER OF
 MN0573'FIELD.  PASS THROUGH GATE, TURN BACK EAST AND GO 60 YARDS
 MN0573'EAST ALONG FENCE TO THE STATION.
 MN0573'
 MN0573'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0573'BRONZE DISKS SET AS DESCRIBED.
 MN0573'
 MN0573'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  IT IS IN THE
 MN0573'ABOVE-MENTIONED FENCE AND PROJECTS 6 INCHES.
 MN0573'
 MN0573'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  IT IS 5
 MN0573'FEET EAST OF A NORTH-SOUTH FENCE, 150 FEET SOUTH OF THE
 MN0573'ABOVE MENTIONED FENCE CORNER AND PROJECTS 4 INCHES.
 MN0573'
 MN0573'AZIMUTH MARK IS SOUTH OF THE STATION.  IT IS IN AN EAST-WEST
 MN0573'FENCE AT A POINT 10 FEET EAST OF A NORTHWEST FENCE CORNER AND
 MN0573'PROJECTS 4 INCHES.
 MN0573'
 MN0573'A 35-FOOT STAND WILL CLEAR ALL LINES FROM THE STATION.
 MN0573
 MN0573                          STATION RECOVERY (1963)
 MN0573
 MN0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0573'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 MN0573'AND THE AZIMUTH MARK WERE RECOVERED AND IN GOOD CONDITION.
 MN0573'THE DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.  THE
 MN0573'DISTANCE TO REFERENCE MARK NO. 1 WAS VERIFIED, HOWEVER THE
 MN0573'DISTANCE TO REFERENCE MARK NO 2 MISSED THE PREVIOUS DISTANCE
 MN0573'BY 0.21 FEET.  THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 MN0573'
 MN0573'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MN0573'
 MN0573'THE STATION IS 11 MILES NORTH AND 2 MILES EAST OF DIX, IN
 MN0573'THE SOUTHWEST QUARTER OF SECTION 32, T 17 N, R 53 W, AND ON
 MN0573'PROPERTY OWNED BY MR. CHARLES SINGLETON, WHO LIVES 2 MILES
 MN0573'NORTHWEST OF THE STATION.
 MN0573'
 MN0573'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0573'STATE HIGHWAY SPUR 130, 1 MILE SOUTH OF DIX, GO NORTH ON SPUR
 MN0573'130 AND A GRAVEL ROAD FOR 1.0 MILE TO THE RAILROAD CROSSING
 MN0573'IN DIX.  CONTINUE NORTH ON A GRAVEL ROAD FOR 9.9 MILES TO
 MN0573'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON A GRAVEL
 MN0573'ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH
 MN0573'ON A GRAVEL ROAD FOR 1.0 MILE TO A POINT WHERE THE MAIN
 MN0573'ROAD TURNS SHARP RIGHT.  CONTINUE STRAIGHT AHEAD ON A FIELD
 MN0573'ROAD AND GO NORTH AND NORTHWEST FOR 0.35 MILE TO A WIRE
 MN0573'GATE IN AN EAST-WEST FENCE.  PASS THROUGH THE GATE, TURN
 MN0573'LEFT AND GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR 0.2
 MN0573'MILE TO THE STATION.
 MN0573'
 MN0573'STATION MARK IS A STANDARD DISK STAMPED BEARD 1934, SET IN A
 MN0573'SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS 181 FEET
 MN0573'EAST OF A FENCE CORNER, 19 FEET NORTH OF A FIELD ROAD, 10.5
 MN0573'FEET NORTH OF THE EAST-WEST FENCE, AND 1.5 FEET EAST OF A
 MN0573'METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 MN0573'
 MN0573'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEARD NO 1 1934,
 MN0573'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 MN0573'IT IS 8 FEET NORTH OF THE FIELD ROAD AND 1 FOOT NORTH OF THE
 MN0573'FENCE.
 MN0573'
 MN0573'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEARD NO 2 1934,
 MN0573'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0573'IT IS 150 FEET SOUTH OF THE FENCE CORNER, 5.5 FEET EAST OF
 MN0573'A NORTH-SOUTH FENCE, AND 1.5 FEET EAST OF A METAL WITNESS
 MN0573'POST.
 MN0573'
 MN0573'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BEARD
 MN0573'AZIMUTH 1934, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0573'4 INCHES.  IT IS 300 FEET NORTHEAST OF THE ENTRANCE OF A FENCED
 MN0573'LANE WHICH LEADS SOUTH AND 35 FEET NORTH OF AN EAST-WEST
 MN0573'FENCE.
 MN0573'
 MN0573'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG THE
 MN0573'SOUTH OF THE FENCE 180 FEET TO A GATE.  PASS THROUGH THE GATE,
 MN0573'TURN LEFT AND GO SOUTH ALONG THE WEST SIDE OF A FENCE FOR 0.15
 MN0573'MILE TO AN EAST-WEST FENCE.  FROM HERE PACK SOUTHERLY ACROSS
 MN0573'A WASH AND UP A SLOPE FOR 0.15 MILE TO THE MARK ON A SMALL
 MN0573'ROCKY KNOLL.
 MN0573'
 MN0573'NOTE--REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE PULLING
 MN0573'7 KG. TAPE TENSION.
 MN0573'
 MN0573'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0276 ***********************************************************************
 LG0276  DESIGNATION -  BEATRICE
 LG0276  PID         -  LG0276
 LG0276  STATE/COUNTY-  NE/GAGE
 LG0276  USGS QUAD   -  BEATRICE EAST (1980)
 LG0276
 LG0276                         *CURRENT SURVEY CONTROL
 LG0276  ___________________________________________________________________
 LG0276* NAD 83(1986)-  40 16 03.     (N)    096 44 50.     (W)     SCALED    
 LG0276* NAVD 88     -       391.923  (meters)    1285.83   (feet)  ADJUSTED  
 LG0276  ___________________________________________________________________
 LG0276  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 LG0276  DYNAMIC HT  -         391.716 (meters)    1285.15  (feet)  COMP
 LG0276  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 LG0276
 LG0276  VERT ORDER  -  SECOND    CLASS 0
 LG0276
 LG0276.The horizontal coordinates were scaled from a topographic map and have
 LG0276.an estimated accuracy of +/- 6 seconds.
 LG0276
 LG0276.The orthometric height was determined by differential leveling
 LG0276.and adjusted by the National Geodetic Survey in June 1991..
 LG0276
 LG0276.The geoid height was determined by GEOID03.
 LG0276
 LG0276.The dynamic height is computed by dividing the NAVD 88
 LG0276.geopotential number by the normal gravity value computed on the
 LG0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0276.degrees latitude (g = 980.6199 gals.).
 LG0276
 LG0276.The modeled gravity was interpolated from observed gravity values.
 LG0276
 LG0276;                    North         East    Units  Estimated Accuracy
 LG0276;SPC NE       -    53,410.      776,590.      MT  (+/- 180 meters Scaled)
 LG0276
 LG0276                          SUPERSEDED SURVEY CONTROL
 LG0276
 LG0276  NGVD 29 (??/??/92)  391.813  (m)         1285.47   (f) ADJ UNCH    2 0
 LG0276
 LG0276.Superseded values are not recommended for survey control.
 LG0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0276.See file dsdata.txt to determine how the superseded data were derived.
 LG0276
 LG0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK915598(NAD 83)
 LG0276_MARKER: DB = BENCH MARK DISK
 LG0276_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LG0276_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LG0276_STAMPING: BEATRICE 1934
 LG0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0276
 LG0276  HISTORY     - Date     Condition        Report By
 LG0276  HISTORY     - 1934     MONUMENTED       CGS
 LG0276  HISTORY     - 1963     GOOD             NGS
 LG0276  HISTORY     - 1963     GOOD             NGPCA
 LG0276  HISTORY     - 20040603 MARK NOT FOUND   USPSQD
 LG0276
 LG0276                          STATION DESCRIPTION
 LG0276
 LG0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LG0276'AT BEATRICE.
 LG0276'AT BEATRICE, GAGE COUNTY, IN CHARLES PARK, BETWEEN FIFTH AND
 LG0276'SIXTH STREETS, 200 FEET SOUTH OF THE SOUTH ENTRANCE TO THE
 LG0276'JUNIOR HIGH SCHOOL, 80 FEET EAST OF THE EAST SIDE OF THE PUBLIC
 LG0276'LIBRARY, 27 FEET SOUTH OF A FLAGPOLE, AND 9 FEET NORTH OF A
 LG0276'LAMPPOST.  A STANDARD DISK, STAMPED BEATRICE 1934 AND SET IN THE
 LG0276'TOP OF AN IRON PIPE FILLED WITH CONCRETE.
 LG0276
 LG0276                          STATION RECOVERY (1963)
 LG0276
 LG0276'RECOVERY NOTE BY NATURAL GAS CO 1963
 LG0276'RECOVERED IN GOOD CONDITION.
 LG0276
 LG0276                          STATION RECOVERY (2004)
 LG0276
 LG0276'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0276'STATION NOT FOUND.  STATION SEARCHED FOR BUT NOT FOUND ON GROUNDS OF
 LG0276'CHARLES PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1190 ***********************************************************************
 LG1190  DESIGNATION -  BEATRICE
 LG1190  PID         -  LG1190
 LG1190  STATE/COUNTY-  NE/GAGE
 LG1190  USGS QUAD   -  BEATRICE EAST (1980)
 LG1190
 LG1190                         *CURRENT SURVEY CONTROL
 LG1190  ___________________________________________________________________
 LG1190* NAD 83(1995)-  40 16 19.22234(N)    096 44 47.38412(W)     ADJUSTED  
 LG1190* NAVD 88     -       396.14   (+/-2cm)    1299.7    (feet)  VERTCON   
 LG1190  ___________________________________________________________________
 LG1190  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 LG1190  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 LG1190
 LG1190  HORZ ORDER  -  THIRD
 LG1190  VERT ORDER  -  THIRD ? (See Below)
 LG1190
 LG1190.The horizontal coordinates were established by classical geodetic methods
 LG1190.and adjusted by the National Geodetic Survey in August 1997..
 LG1190
 LG1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1190.The vertical order pertains to the NGVD 29 superseded value.
 LG1190
 LG1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1190
 LG1190.The geoid height was determined by GEOID03.
 LG1190
 LG1190;                    North         East     Units Scale Factor Converg.
 LG1190;SPC NE       -    53,912.777   776,627.500   MT  0.99988810   +2 09 21.9
 LG1190;UTM  14      - 4,460,384.304   691,601.253   MT  1.00005193   +1 27 25.7
 LG1190
 LG1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1190!SPC NE       -   0.99994211  x   0.99988810  =   0.99983022
 LG1190!UTM  14      -   0.99994211  x   1.00005193  =   0.99999404
 LG1190
 LG1190:                Primary Azimuth Mark                     Grid Az
 LG1190:SPC NE       -  BEATRICE ST HOME PWR PLT STACK           080 43 16.6
 LG1190:UTM  14      -  BEATRICE ST HOME PWR PLT STACK           081 25 12.8
 LG1190
 LG1190|---------------------------------------------------------------------|
 LG1190| PID    Reference Object                     Distance      Geod. Az  |
 LG1190|                                                           dddmmss.s |
 LG1190| LG1047 BEATRICE ST HOME PWR PLT STACK      APPROX. 3.3 KM 0825238.5 |
 LG1190| LG1048 BEATRICE STATE HOME STANDPIPE       APPROX. 3.2 KM 0843054.4 |
 LG1190| LG1051 BEATRICE GAGE CO CTHSE DOME         106.044 METERS 15531     |
 LG1190| LG1049 BEATRICE ST JOSEPH CATH CHURCH      313.015 METERS 18109     |
 LG1190| CL6845 BEATRICE RM 3                        25.883 METERS 18350     |
 LG1190| CL6842 BEATRICE AZ MK                                     1850301.8 |
 LG1190| CL6843 BEATRICE RM 1                        23.088 METERS 19452     |
 LG1190| CL6844 BEATRICE RM 2                        22.817 METERS 28414     |
 LG1190| CL6846 BEATRICE RM 4                         7.778 METERS 30609     |
 LG1190| LG1050 AIR                                 APPROX. 3.1 KM 3575738.4 |
 LG1190|---------------------------------------------------------------------|
 LG1190
 LG1190                          SUPERSEDED SURVEY CONTROL
 LG1190
 LG1190  NAD 83(1986)-  40 16 19.23146(N)    096 44 47.37904(W) AD(       ) 3
 LG1190  NAD 27      -  40 16 19.23500(N)    096 44 46.28600(W) AD(       ) 3
 LG1190  NGVD 29 (07/19/86)  396.03   (m)         1299.3    (f) LEVELING    3  
 LG1190
 LG1190.Superseded values are not recommended for survey control.
 LG1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1190.See file dsdata.txt to determine how the superseded data were derived.
 LG1190
 LG1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9160160384(NAD 83)
 LG1190_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LG1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1190
 LG1190  HISTORY     - Date     Condition        Report By
 LG1190  HISTORY     - 1947     MONUMENTED       CGS
 LG1190  HISTORY     - 1969     GOOD             CGS
 LG1190  HISTORY     - 1975     GOOD             USE
 LG1190  HISTORY     - 1975     GOOD             NGS
 LG1190
 LG1190                          STATION DESCRIPTION
 LG1190
 LG1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1190'THE STATION IS LOCATED IN THE CITY OF BEATRICE, ABOUT 0.4 MILE
 LG1190'NORTH OF THE MAIN INTERSECTION ON THE WEST EDGE OF THE BLOCK
 LG1190'OCCUPIED BY THE COUNTY JAIL.  IT IS 125 FEET WEST OF THE WEST
 LG1190'ENTRANCE TO THE JAIL, 120 FEET NORTH OF THE INTERSECTION OF 6TH
 LG1190'AND LINCOLN STREETS AND 25 FEET EAST OF THE EAST CURB OF 6TH
 LG1190'STREET.  IT IS STAMPED BEATRICE 1947 AND SET FLUSH WITH THE
 LG1190'GROUND SURFACE.
 LG1190'
 LG1190'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, SET IN THE
 LG1190'CONCRETE SIDEWALK IN THE NORTHEAST ANGLE OF 6TH AND LINCOLN
 LG1190'STREETS.  IT IS STAMPED BEATRICE NO 1 1947 AND SET FLUSH WITH THE
 LG1190'CONCRETE SURFACE.
 LG1190'
 LG1190'REFERENCE MARK NO 2 IS WEST OF THE STATION, SET IN THE WEST EDGE
 LG1190'OF THE CONCRETE SIDEWALK ON THE WEST SIDE OF 6TH STREET.  IT IS
 LG1190'STAMPED BEATRICE NO 2 1947 AND SET FLUSH WITH THE CONCRETE
 LG1190'SURFACE.
 LG1190'
 LG1190'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF THE STATION, SET IN
 LG1190'THE SOUTHWEST ANGLE OF 6TH AND HIGH STREETS.  IT IS 30 FEET SOUTH
 LG1190'OF THE CENTER OF HIGH STREET, 30 FEET WEST OF THE CENTER OF 6TH
 LG1190'STREET AND 10 FEET NORTHEAST OF WIRE FENCE CORNER AROUND SCHOOL
 LG1190'YARD.  IT IS STAMPED BEATRICE 1947 AND SET FLUSH WITH THE
 LG1190'CONCRETE SURFACE.  TO REACH FROM THE STATION, GO SOUTH ON 6TH
 LG1190'STREET (U.S.  HIGHWAY 77) FOR 0.2 MILE TO THE MARK ON THE RIGHT
 LG1190'AS DESCRIBED.
 LG1190'
 LG1190'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND 6TH
 LG1190'STREET (U.S. HIGHWAY 77) IN BEATRICE, GO NORTH ON 6TH STREET
 LG1190'(HIGHWAY 77) FOR 0.4 MILE TO THE COUNTY JAIL ON THE RIGHT
 LG1190'AND STATION AS DESCRIBED.
 LG1190'
 LG1190'A 74 FOOT SIGNAL AT STATION AIR IS VISIBLE AT 50 FEET.
 LG1190'
 LG1190'A 74 FOOT SIGNAL AT STATION HUNT IS VISIBLE AT 64 FEET.
 LG1190'
 LG1190'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1190
 LG1190                          STATION RECOVERY (1969)
 LG1190
 LG1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1190'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 LG1190'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 LG1190'WERE SEARCHED FOR BUT NOT FOUND AND ALL INDICATIONS FROM OLD TIES
 LG1190'SHOW ALL MARKS WERE DESTROYED WHEN THE STREET WAS WIDENED.  NO
 LG1190'OBJECTS WERE VISIBLE AT STATION SITE SO A NEW AZIMUTH MARK WAS
 LG1190'NOT SET.
 LG1190'
 LG1190'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 LG1190'
 LG1190'FOLLOWING IS A NEW DESCRIPTION.
 LG1190'
 LG1190'STATION MARK, A STANDARD DISK STAMPED BEATRICE 1947, IS SET IN THE
 LG1190'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 LG1190'THE GROUND.  IT IS 131 FEET WEST-NORTHWEST OF THE SOUTHWEST
 LG1190'CORNER OF THE GAGE COUNTY JAIL, 92 FEET NORTH OF THE NORTH EDGE
 LG1190'OF THE CURB ON LINCOLN BLVD., 68 FEET NORTH-NORTHEAST OF A STREET
 LG1190'LIGHT POLE IN THE NORTHEAST CORNER OF A INTERSECTION, 20 FEET
 LG1190'EAST OF THE EAST EDGE OF THE CURB ON U.S. HIGHWAY 77, 4 FEET
 LG1190'WEST-SOUTHWEST OF A TREE, AND AT THE WEST SIDE OF THE JAIL
 LG1190'YARD AT THE INTERSECTION OF U.S. HIGHWAY 77 (6TH STREET) AND
 LG1190'LINCOLN BLVD.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LG1190'
 LG1190'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BEATRICE 1947
 LG1190'NO. 3 1969, CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 LG1190'SIDEWALK AND IS FLUSH WITH THE WALK.  IT IS 37 FEET EAST OF THE
 LG1190'CENTER OF U.S. HIGHWAY 77 (6TH STREET), 28.5 FEET NORTH OF THE
 LG1190'CENTER OF LINCOLN BLVD., AND 1 FOOT NORTH OF THE SOUTH EDGE OF
 LG1190'THE SIDEWALK AT THE NORTH SIDE OF LINCOLN BLVD.
 LG1190'
 LG1190'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BEATRICE 1947
 LG1190'NO. 4 1969, IS CEMENTED IN A DRILL HOLE IN A CURB AT THE
 LG1190'EAST SIDE OF U.S. HIGHWAY 77, AND FLUSH WITH THE TOP OF THE CURB.
 LG1190'IT IS 57 FEET SOUTH OF THE CENTER OF AN ALLEY, 24 FEET EAST OF THE
 LG1190'CENTER OF U.S. HIGHWAY 77, AND 0.2 FEET WEST OF THE WEST EDGE
 LG1190'OF A SIDEWALK.
 LG1190
 LG1190                          STATION RECOVERY (1975)
 LG1190
 LG1190'RECOVERY NOTE BY US ENGINEERS 1975 (MCB)
 LG1190'BEATRICE 1947 RECOVERED GOOD.
 LG1190'
 LG1190'COUNTY SHERIFF TOLD US THAT THE STATION MAY BE DESTROYED DUE TO
 LG1190'CONSTR. OF NEW JAIL.  BIDS ARE GOING TO BE LET ON 15 MAY 1975.
 LG1190'
 LG1190'DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS LOCATED IN
 LG1190'THE CITY OF BEATRICE.
 LG1190
 LG1190                          STATION RECOVERY (1975)
 LG1190
 LG1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG1190'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 LG1190'RECOVERED THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4
 LG1190'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 LG1190'MARK WAS SEARCHED FOR AND WAS NOT FOUND.  THE 1947 DESCRIPTION WAS
 LG1190'USED TO RECOVER THIS STATION.
 LG1190'
 LG1190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY OF
 LG1190'BEATRICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1051 ***********************************************************************
 LG1051  DESIGNATION -  BEATRICE GAGE CO CTHSE DOME
 LG1051  PID         -  LG1051
 LG1051  STATE/COUNTY-  NE/GAGE
 LG1051  USGS QUAD   -  BEATRICE EAST (1980)
 LG1051
 LG1051                         *CURRENT SURVEY CONTROL
 LG1051  ___________________________________________________________________
 LG1051* NAD 83(1995)-  40 16 16.09354(N)    096 44 45.52378(W)     ADJUSTED  
 LG1051* NAVD 88     -                                                        
 LG1051  ___________________________________________________________________
 LG1051  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 LG1051  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 LG1051
 LG1051  HORZ ORDER  -  THIRD
 LG1051
 LG1051.The horizontal coordinates were established by classical geodetic methods
 LG1051.and adjusted by the National Geodetic Survey in August 1997..
 LG1051
 LG1051
 LG1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1051
 LG1051.The geoid height was determined by GEOID03.
 LG1051
 LG1051;                    North         East     Units Scale Factor Converg.
 LG1051;SPC NE       -    53,818.004   776,675.048   MT  0.99988842   +2 09 23.1
 LG1051;UTM  14      - 4,460,288.942   691,647.649   MT  1.00005215   +1 27 26.8
 LG1051
 LG1051                          SUPERSEDED SURVEY CONTROL
 LG1051
 LG1051  NAD 83(1986)-  40 16 16.10199(N)    096 44 45.51913(W) AD(       ) 4
 LG1051  NAD 27      -  40 16 16.10300(N)    096 44 44.44100(W) AD(       ) 3
 LG1051
 LG1051.Superseded values are not recommended for survey control.
 LG1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1051.See file dsdata.txt to determine how the superseded data were derived.
 LG1051
 LG1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9164860289(NAD 83)
 LG1051_MARKER: 87 = DOME
 LG1051
 LG1051  HISTORY     - Date     Condition        Report By
 LG1051  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1051  HISTORY     - 1959     GOOD             CGS
 LG1051  HISTORY     - 20040603 GOOD             USPSQD
 LG1051
 LG1051                          STATION DESCRIPTION
 LG1051
 LG1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1051'THE STATION IS THE POINT OF THE CENTER PART OF THE DOME ON
 LG1051'THE GAGE COUNTY COURT HOUSE, LOCATED ON LINCOLN STREET BETWEEN
 LG1051'6TH AND 7TH STREETS ABOUT 0.4 MILE NORTH OF THE MAIN PART
 LG1051'OF TOWN.  IT IS A LARGE STONE STRUCTURE WITH SHORT SPIRES
 LG1051'ON THE EAST AND WEST SIDES OF THE DOME.  POINT OBSERVED
 LG1051'UPON THE POINT OF THE DOME BETWEEN THE TWO SPIRES.
 LG1051
 LG1051                          STATION RECOVERY (1959)
 LG1051
 LG1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG1051'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED, AND
 LG1051'IT WAS OBSERVED UPON FROM TRIANGULATION STATION AIR.
 LG1051
 LG1051                          STATION RECOVERY (2004)
 LG1051
 LG1051'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1206 ***********************************************************************
 LG1206  DESIGNATION -  BEATRICE GAS CO MW TWR
 LG1206  PID         -  LG1206
 LG1206  STATE/COUNTY-  NE/GAGE
 LG1206  USGS QUAD   -  BEATRICE EAST (1980)
 LG1206
 LG1206                         *CURRENT SURVEY CONTROL
 LG1206  ___________________________________________________________________
 LG1206* NAD 83(1995)-  40 19 01.70330(N)    096 44 46.87007(W)     ADJUSTED  
 LG1206* NAVD 88     -                                                        
 LG1206  ___________________________________________________________________
 LG1206  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LG1206  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 LG1206
 LG1206  HORZ ORDER  -  THIRD
 LG1206
 LG1206.The horizontal coordinates were established by classical geodetic methods
 LG1206.and adjusted by the National Geodetic Survey in August 1997..
 LG1206
 LG1206
 LG1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1206
 LG1206.The geoid height was determined by GEOID03.
 LG1206
 LG1206;                    North         East     Units Scale Factor Converg.
 LG1206;SPC NE       -    58,920.732   776,451.102   MT  0.99987166   +2 09 22.3
 LG1206;UTM  14      - 4,465,394.898   691,485.879   MT  1.00005138   +1 27 30.9
 LG1206
 LG1206                          SUPERSEDED SURVEY CONTROL
 LG1206
 LG1206  NAD 83(1986)-  40 19 01.71284(N)    096 44 46.86509(W) AD(       ) 4
 LG1206
 LG1206.Superseded values are not recommended for survey control.
 LG1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1206.See file dsdata.txt to determine how the superseded data were derived.
 LG1206
 LG1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9148665395(NAD 83)
 LG1206_MARKER: 44 = MICROWAVE MAST
 LG1206
 LG1206  HISTORY     - Date     Condition        Report By
 LG1206  HISTORY     - 1988     FIRST OBSERVED   NGS
 LG1206
 LG1206                          STATION DESCRIPTION
 LG1206
 LG1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LG1206'THE STATION IS LOCATED ABOUT 5.63 KM (3.50 MI) NORTH OF BEATRICE,
 LG1206'ALONG U.S. HIGHWAY 77 AND AT THE SOUTHEAST ANGLE OF A GRADED ROAD
 LG1206'CROSSING THE HIGHWAY AND AT A NATURAL GAS PUMPING STATION.
 LG1206'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND U.S.
 LG1206'HIGHWAY 136 AND STATE HIGHWAY 4, IN BEATRICE, GO NORTH ON HIGHWAY 77
 LG1206'FOR 5.63 KM (3.50 MI) TO A NATURAL GA PUMPING STATION AND THE TOWER ON
 LG1206'THE RIGHT.  IT IS A TRIANGULAR, STEEL, GUYED MICROWAVE MAST THAT HAS
 LG1206'AN OVERALL ESTIMATED HEIGHT OF ABOUT 250 FEET.
 LG1206'DESCRIBED BY J.A. ODUM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1071 ***********************************************************************
 LG1071  DESIGNATION -  BEATRICE NORRIS PWR RADIO MAST
 LG1071  PID         -  LG1071
 LG1071  STATE/COUNTY-  NE/GAGE
 LG1071  USGS QUAD   -  ODELL NE (1970)
 LG1071
 LG1071                         *CURRENT SURVEY CONTROL
 LG1071  ___________________________________________________________________
 LG1071* NAD 83(1995)-  40 14 56.39797(N)    096 47 40.26976(W)     ADJUSTED  
 LG1071* NAVD 88     -                                                        
 LG1071  ___________________________________________________________________
 LG1071  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 LG1071  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 LG1071
 LG1071  HORZ ORDER  -  THIRD
 LG1071
 LG1071.The horizontal coordinates were established by classical geodetic methods
 LG1071.and adjusted by the National Geodetic Survey in August 1997..
 LG1071
 LG1071
 LG1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1071
 LG1071.The geoid height was determined by GEOID03.
 LG1071
 LG1071;                    North         East     Units Scale Factor Converg.
 LG1071;SPC NE       -    51,207.623   772,640.871   MT  0.99989671   +2 07 27.3
 LG1071;UTM  14      - 4,457,727.581   687,581.320   MT  1.00003316   +1 25 31.4
 LG1071
 LG1071                          SUPERSEDED SURVEY CONTROL
 LG1071
 LG1071  NAD 83(1986)-  40 14 56.40691(N)    096 47 40.26644(W) AD(       ) 4
 LG1071  NAD 27      -  40 14 56.41600(N)    096 47 39.17500(W) AD(       ) 3
 LG1071
 LG1071.Superseded values are not recommended for survey control.
 LG1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1071.See file dsdata.txt to determine how the superseded data were derived.
 LG1071
 LG1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8758157728(NAD 83)
 LG1071_MARKER: 42 = RADIO/TV MAST
 LG1071
 LG1071  HISTORY     - Date     Condition        Report By
 LG1071  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG1071
 LG1071                          STATION DESCRIPTION
 LG1071
 LG1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1071'A GUYED MAST OF STRUCTURAL STEEL, TRIANGULAR IN CROSS SECTION,
 LG1071'PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND LIGHTED WITH
 LG1071'FIXED RED LIGHTS AT 75-FOOT INTERVALS WITH A FLASHING RED LIGHT
 LG1071'AT THE TOP.  LOCATED 1.9 MILES WEST AND 0.2 MILE SOUTH OF THE
 LG1071'JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 136 IN THE CENTER
 LG1071'OF BEATRICE.
 LG1071'
 LG1071'THE FLASHING RED LIGHT AT THE TOP CENTER WAS THE POINT OBSERVED
 LG1071'ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1047 ***********************************************************************
 LG1047  DESIGNATION -  BEATRICE ST HOME PWR PLT STACK
 LG1047  PID         -  LG1047
 LG1047  STATE/COUNTY-  NE/GAGE
 LG1047  USGS QUAD   -  BEATRICE EAST (1980)
 LG1047
 LG1047                         *CURRENT SURVEY CONTROL
 LG1047  ___________________________________________________________________
 LG1047* NAD 83(1995)-  40 16 32.65113(N)    096 42 26.82885(W)     ADJUSTED  
 LG1047* NAVD 88     -                                                        
 LG1047  ___________________________________________________________________
 LG1047  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 LG1047  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 LG1047
 LG1047  HORZ ORDER  -  THIRD
 LG1047
 LG1047.The horizontal coordinates were established by classical geodetic methods
 LG1047.and adjusted by the National Geodetic Survey in August 1997..
 LG1047
 LG1047
 LG1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1047
 LG1047.The geoid height was determined by GEOID03.
 LG1047
 LG1047;                    North         East     Units Scale Factor Converg.
 LG1047;SPC NE       -    54,452.303   779,929.758   MT  0.99988672   +2 10 55.1
 LG1047;UTM  14      - 4,460,883.579   694,910.420   MT  1.00006767   +1 28 57.1
 LG1047
 LG1047                          SUPERSEDED SURVEY CONTROL
 LG1047
 LG1047  NAD 83(1986)-  40 16 32.65961(N)    096 42 26.82466(W) AD(       ) 4
 LG1047  NAD 27      -  40 16 32.65900(N)    096 42 25.74800(W) AD(       ) 3
 LG1047
 LG1047.Superseded values are not recommended for survey control.
 LG1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1047.See file dsdata.txt to determine how the superseded data were derived.
 LG1047
 LG1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9491060884(NAD 83)
 LG1047_MARKER: 63 = STACK
 LG1047
 LG1047  HISTORY     - Date     Condition        Report By
 LG1047  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1047  HISTORY     - 20040603 MARK NOT FOUND   USPSQD
 LG1047
 LG1047                          STATION DESCRIPTION
 LG1047
 LG1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1047'THE STATION IS THE LARGE RED BRICK STACK OF THE BEATRICE
 LG1047'STATE HOME POWER PLANT, LOCATED ABOUT 2 MILES NORTHEAST
 LG1047'OF BEATRICE ON THE NORTHEAST EDGE OF THE STATE HOME GROUNDS.
 LG1047'IT IS A LARGE RED BRICK STRUCTURE ABOUT 210 FEET HIGH AND
 LG1047'30 FEET IN DIAMETER ON THE WEST END OF THE POWER PLANT.
 LG1047'POINT OBSERVED UPON.  THE APPROXIMATE CENTER OF THE TOP OF
 LG1047'THE STACK.
 LG1047
 LG1047                          STATION RECOVERY (2004)
 LG1047
 LG1047'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1047'STATION NOT FOUND.  SITE LOCATED. THE POWER PLANT AND RED BRICK STACK
 LG1047'AT THE BEATRICE STATE HOME HAS BEEN TORN DOWN. THIS STATION SHOULD BE
 LG1047'DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1049 ***********************************************************************
 LG1049  DESIGNATION -  BEATRICE ST JOSEPH CATH CHURCH
 LG1049  PID         -  LG1049
 LG1049  STATE/COUNTY-  NE/GAGE
 LG1049  USGS QUAD   -  BEATRICE EAST (1980)
 LG1049
 LG1049                         *CURRENT SURVEY CONTROL
 LG1049  ___________________________________________________________________
 LG1049* NAD 83(1995)-  40 16 09.07620(N)    096 44 47.65087(W)     ADJUSTED  
 LG1049* NAVD 88     -                                                        
 LG1049  ___________________________________________________________________
 LG1049  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 LG1049  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 LG1049
 LG1049  HORZ ORDER  -  THIRD
 LG1049
 LG1049.The horizontal coordinates were established by classical geodetic methods
 LG1049.and adjusted by the National Geodetic Survey in August 1997..
 LG1049
 LG1049
 LG1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1049
 LG1049.The geoid height was determined by GEOID03.
 LG1049
 LG1049;                    North         East     Units Scale Factor Converg.
 LG1049;SPC NE       -    53,599.845   776,632.976   MT  0.99988915   +2 09 21.7
 LG1049;UTM  14      - 4,460,071.277   691,602.911   MT  1.00005193   +1 27 25.2
 LG1049
 LG1049                          SUPERSEDED SURVEY CONTROL
 LG1049
 LG1049  NAD 83(1986)-  40 16 09.08321(N)    096 44 47.64757(W) AD(       ) 4
 LG1049  NAD 27      -  40 16 09.08700(N)    096 44 46.55700(W) AD(       ) 3
 LG1049
 LG1049.Superseded values are not recommended for survey control.
 LG1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1049.See file dsdata.txt to determine how the superseded data were derived.
 LG1049
 LG1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9160360071(NAD 83)
 LG1049_MARKER: 91 = CHURCH CROSS
 LG1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1049+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1988
 LG1049
 LG1049  HISTORY     - Date     Condition        Report By
 LG1049  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1049  HISTORY     - 1947     GOOD             CGS
 LG1049  HISTORY     - 1959     GOOD             CGS
 LG1049  HISTORY     - 19880322 GOOD             NGS
 LG1049  HISTORY     - 20040603 GOOD             USPSQD
 LG1049
 LG1049                          STATION DESCRIPTION
 LG1049
 LG1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1049'THE STATION IS THE CROSS ON THE ST JOSEPH CATHOLIC CHURCH BELFRY,
 LG1049'LOCATED ON THE NORTHEAST ANGLE OF 6TH AND HIGH STREETS.  IT IS A
 LG1049'LARGE RED BRICK STRUCTURE WITH A WHITE PAINTED BELFRY OVER THE
 LG1049'WEST WING OF THE CHURCH.  POINT OBSERVED UPON.  THE CROSS ON THE
 LG1049'TOP OF THE BELFRY.
 LG1049
 LG1049                          STATION RECOVERY (1947)
 LG1049
 LG1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1049'RECOVERED IN GOOD CONDITION.
 LG1049
 LG1049                          STATION RECOVERY (1959)
 LG1049
 LG1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG1049'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED, AND IT WAS
 LG1049'OBSERVED UPON FROM TRIANGULATION STATION AIR.
 LG1049
 LG1049                          STATION RECOVERY (1988)
 LG1049
 LG1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LG1049'RECOVERED IN GOOD CONDITION.
 LG1049
 LG1049                          STATION RECOVERY (2004)
 LG1049
 LG1049'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1048 ***********************************************************************
 LG1048  DESIGNATION -  BEATRICE STATE HOME STANDPIPE
 LG1048  PID         -  LG1048
 LG1048  STATE/COUNTY-  NE/GAGE
 LG1048  USGS QUAD   -  BEATRICE EAST (1980)
 LG1048
 LG1048                         *CURRENT SURVEY CONTROL
 LG1048  ___________________________________________________________________
 LG1048* NAD 83(1995)-  40 16 29.20680(N)    096 42 31.32846(W)     ADJUSTED  
 LG1048* NAVD 88     -                                                        
 LG1048  ___________________________________________________________________
 LG1048  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 LG1048  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 LG1048
 LG1048  HORZ ORDER  -  THIRD
 LG1048
 LG1048.The horizontal coordinates were established by classical geodetic methods
 LG1048.and adjusted by the National Geodetic Survey in August 1997..
 LG1048
 LG1048
 LG1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1048
 LG1048.The geoid height was determined by GEOID03.
 LG1048
 LG1048;                    North         East     Units Scale Factor Converg.
 LG1048;SPC NE       -    54,342.107   779,827.588   MT  0.99988707   +2 10 52.1
 LG1048;UTM  14      - 4,460,774.619   694,806.893   MT  1.00006718   +1 28 54.1
 LG1048
 LG1048                          SUPERSEDED SURVEY CONTROL
 LG1048
 LG1048  NAD 83(1986)-  40 16 29.21524(N)    096 42 31.32439(W) AD(       ) 4
 LG1048  NAD 27      -  40 16 29.22600(N)    096 42 30.24900(W) AD(       ) 3
 LG1048
 LG1048.Superseded values are not recommended for survey control.
 LG1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1048.See file dsdata.txt to determine how the superseded data were derived.
 LG1048
 LG1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9480760775(NAD 83)
 LG1048_MARKER: 52 = STANDPIPE TANK
 LG1048
 LG1048  HISTORY     - Date     Condition        Report By
 LG1048  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1048  HISTORY     - 20040603 MARK NOT FOUND   USPSQD
 LG1048
 LG1048                          STATION DESCRIPTION
 LG1048
 LG1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1048'THE STATION IS THE STAND PIPE OF THE STATE HOME WATER SUPPLY,
 LG1048'LOCATED ABOUT 2 MILES NORTHEAST OF BEATRICE ON THE GROUNDS
 LG1048'OF THE STATE HOME.  IT IS AN ALL STEEL STRUCTURE ABOUT 80 FEET
 LG1048'HIGH AND 30 FEET IN DIAMETER.  THE ENTIRE STRUCTURE IS PAINTED
 LG1048'ALUMNINUM.  POINT OBSERVED UPON THE POINT ON THE APEX OF
 LG1048'THE ROOF.
 LG1048
 LG1048                          STATION RECOVERY (2004)
 LG1048
 LG1048'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1048'STATION NOT FOUND.  SITE LOCATED. THE STANDPIPE AT THE BEATRICE STATE
 LG1048'HOME HAS BEEN TORN DOWN. THIS STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0718 ***********************************************************************
 NN0718  DESIGNATION -  BEAVER
 NN0718  PID         -  NN0718
 NN0718  STATE/COUNTY-  NE/HOLT
 NN0718  USGS QUAD   -  DUSTIN (1951)
 NN0718
 NN0718                         *CURRENT SURVEY CONTROL
 NN0718  ___________________________________________________________________
 NN0718* NAD 83(1995)-  42 45 18.50752(N)    099 06 01.50132(W)     ADJUSTED  
 NN0718* NAVD 88     -       642.     (meters)    2106.     (feet)  SCALED    
 NN0718  ___________________________________________________________________
 NN0718  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 NN0718  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 NN0718
 NN0718  HORZ ORDER  -  SECOND
 NN0718
 NN0718.The horizontal coordinates were established by classical geodetic methods
 NN0718.and adjusted by the National Geodetic Survey in August 1997..
 NN0718
 NN0718.The orthometric height was scaled from a topographic map.
 NN0718
 NN0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0718
 NN0718.The geoid height was determined by GEOID03.
 NN0718
 NN0718;                    North         East     Units Scale Factor Converg.
 NN0718;SPC NE       -   324,804.289   573,634.548   MT  0.99989694   +0 35 46.1
 NN0718;UTM  14      - 4,733,629.090   491,782.747   MT  0.99960083   -0 04 05.4
 NN0718
 NN0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0718!SPC NE       -   0.99990313  x   0.99989694  =   0.99980008
 NN0718!UTM  14      -   0.99990313  x   0.99960083  =   0.99950400
 NN0718
 NN0718|---------------------------------------------------------------------|
 NN0718| PID    Reference Object                     Distance      Geod. Az  |
 NN0718|                                                           dddmmss.s |
 NN0718| CO2206 BEAVER RM 1                          21.590 METERS 09318     |
 NN0718| CO2207 BEAVER RM 2                          19.251 METERS 21813     |
 NN0718| NN0415 W 218                                              2564031.2 |
 NN0718|---------------------------------------------------------------------|
 NN0718
 NN0718                          SUPERSEDED SURVEY CONTROL
 NN0718
 NN0718  NAD 83(1986)-  42 45 18.51406(N)    099 06 01.50880(W) AD(       ) 2
 NN0718  NAD 27      -  42 45 18.51200(N)    099 06 00.15800(W) AD(       ) 2
 NN0718
 NN0718.Superseded values are not recommended for survey control.
 NN0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0718.See file dsdata.txt to determine how the superseded data were derived.
 NN0718
 NN0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9178333629(NAD 83)
 NN0718_MARKER: DS = TRIANGULATION STATION DISK
 NN0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0718
 NN0718  HISTORY     - Date     Condition        Report By
 NN0718  HISTORY     - 1949     MONUMENTED       CGS
 NN0718
 NN0718                          STATION DESCRIPTION
 NN0718
 NN0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0718'THE STATION IS LOCATED ON THE SUMMIT OF A SAND HILL ABOUT 10.75
 NN0718'MILES NORTH AND 2.5 MILES EAST OF STUART, ABOUT 7.0 MILES SOUTH
 NN0718'OF THE NIOBRARA RIVER, 1.7 MILES EAST OF BEAVER CREEK, 0.2 MILE
 NN0718'NORTHWEST OF A FENCE CORNER, AND 2.0 FEET EAST-SOUTHEAST OF A
 NN0718'WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED, BEAVER
 NN0718'1949.
 NN0718'
 NN0718'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 NN0718'STATION, PROJECTS 7 INCHES AND IS STAMPED, BEAVER NO 1 1949.
 NN0718'
 NN0718'REFERENCE MARK NO. 2 IS ABOUT 1.0 FOOT BELOW THE ELEVATION OF
 NN0718'THE STATION, PROJECTS 3 INCHES AND IS STAMPED, BEAVER NO 2 1949.
 NN0718'
 NN0718'AZIMUTH MARK IS A USC AND GS BENCH MARK DISK SET IN THE TOP
 NN0718'OF A SIX-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 NN0718'IT IS 66.0 FEET SOUTHWEST OF THE INTERSECTION OF A T-ROAD, 26.5
 NN0718'FEET WEST OF A TELEPHONE POLE, 23.5 FEET WEST OF A FENCE CORNER,
 NN0718'1.4 FEET NORTH OF A FENCE, AND 1.2 FEET EAST OF A WITNESS
 NN0718'POST.  IT IS STAMPED W 218 1946.
 NN0718'
 NN0718'TO REACH THE STATION FROM THE POST OFFICE IN STUART, GO NORTH FOR
 NN0718'0.7 MILE TO A T-INTERSECTION, TURN RIGHT AND GO EAST FOR 1.7
 NN0718'MILES TO A FORK, TAKE LEFT FORK AND GO NORTH ON MAIN TRAVELED
 NN0718'ROAD FOR 4.2 MILES TO A CROSSROAD, CONTINUE NORTH ON MAIN ROAD
 NN0718'FOR 6.25 MILES TO A T-ROAD LEFT (AZIMUTH MARK ON LEFT AS
 NN0718'DESCRIBED), TURN RIGHT THROUGH A WIRE GATE AND THEN TURN SHARP LEFT
 NN0718'THROUGH ANOTHER WIRE GATE, TURN RIGHT AND GO EAST-NORTHEAST
 NN0718'ACROSS PASTURE FOR 0.45 MILE TO THE HIGHEST POINT AND THE
 NN0718'STATION.
 NN0718'
 NN0718'A 74 FOOT SIGNAL AT SARATOGA 1940 IS VISIBLE AT 37 FEET.
 NN0718'
 NN0718'AN 87 FOOT SIGNAL AT ATKINSON IS VISIBLE AT 4 FEET.
 NN0718'
 NN0718'A 74 FOOT SIGNAL AT STUART, KIRKWOOD 1934, AND HIGGINS 1940
 NN0718'ARE VISIBLE AT 4 FEET.
 NN0718'
 NN0718'A 4 FOOT SIGNAL AT LONE TREE IS VISIBLE AT 4 FEET.
 NN0718'
 NN0718'A 4 FOOT SIGNAL AT CLAY IS VISIBLE AT 4 FEET.
 NN0718'
 NN0718'A 4 FOOT SIGNAL AT BASIN 1940 IS VISIBLE AT 20 FEET.
 NN0718'
 NN0718'A 4 FOOT SIGNAL AT SANDY IS VISIBLE AT 50 FEET.
 NN0718'
 NN0718'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0797 ***********************************************************************
 LG0797  DESIGNATION -  BEAVER
 LG0797  PID         -  LG0797
 LG0797  STATE/COUNTY-  NE/SEWARD
 LG0797  USGS QUAD   -  BEAVER CROSSING (1966)
 LG0797
 LG0797                         *CURRENT SURVEY CONTROL
 LG0797  ___________________________________________________________________
 LG0797* NAD 83(1995)-  40 48 03.78773(N)    097 17 49.98127(W)     ADJUSTED  
 LG0797* NAVD 88     -       475.12   (+/-2cm)    1558.8    (feet)  VERTCON   
 LG0797  ___________________________________________________________________
 LG0797  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 LG0797  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 LG0797
 LG0797  HORZ ORDER  -  FIRST
 LG0797  VERT ORDER  -  THIRD ? (See Below)
 LG0797
 LG0797.The horizontal coordinates were established by classical geodetic methods
 LG0797.and adjusted by the National Geodetic Survey in August 1997..
 LG0797
 LG0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0797.The vertical order pertains to the NGVD 29 superseded value.
 LG0797
 LG0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0797
 LG0797.The geoid height was determined by GEOID03.
 LG0797
 LG0797;                    North         East     Units Scale Factor Converg.
 LG0797;SPC NE       -   111,007.463   727,983.649   MT  0.99973368   +1 47 28.1
 LG0797;UTM  14      - 4,518,067.273   643,639.525   MT  0.99985395   +1 06 46.2
 LG0797
 LG0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0797!SPC NE       -   0.99992968  x   0.99973368  =   0.99966338
 LG0797!UTM  14      -   0.99992968  x   0.99985395  =   0.99978364
 LG0797
 LG0797:                Primary Azimuth Mark                     Grid Az
 LG0797:SPC NE       -  BEAVER AZ MK RESET                       045 05 45.5
 LG0797:UTM  14      -  BEAVER AZ MK RESET                       045 46 27.4
 LG0797
 LG0797|---------------------------------------------------------------------|
 LG0797| PID    Reference Object                     Distance      Geod. Az  |
 LG0797|                                                           dddmmss.s |
 LG0797| CN7834 BEAVER AZ MK RESET                                 0465313.6 |
 LG0797| CN7833 BEAVER AZ MK                                       0471143.5 |
 LG0797| LG0760 SEWARD COUNTY CTHSE CUPOLA          APPROX.20.5 KM 0544610.3 |
 LG0797| LG0768 GOEHNER TV STATION KOLN MAST        APPROX. 9.8 KM 0884841.9 |
 LG0797| LG0764 MILFORD MUNICIPAL TANK              APPROX.20.4 KM 0985008.8 |
 LG0797| LG0775 DORCHESTER MUNICIPAL TANK           APPROX.23.1 KM 1375639.4 |
 LG0797| CN7835 BEAVER RM 1                          40.046 METERS 16608     |
 LG0797| LG0786 FRIEND STANDPIPE                    APPROX.16.1 KM 1764617.9 |
 LG0797| LG0785 FRIEND ST JOSEPHS CHURCH SPIRE      APPROX.16.6 KM 1772743.2 |
 LG0797| CN7837 BEAVER RM 3                           7.846 METERS 18108     |
 LG0797| CN7836 BEAVER RM 2                         121.637 METERS 19736     |
 LG0797| LG0790 EXETER TANK                         APPROX.21.8 KM 2164114.7 |
 LG0797| CN7838 BEAVER RM 4                           8.778 METERS 22741     |
 LG0797| LG0798 BEAVER 1                            APPROX. 1.0 KM 2635129.3 |
 LG0797| LG0902 YORK COUNTY COURTHOUSE DOME         APPROX.25.9 KM 2862042.9 |
 LG0797| LG0904 YORK MUNICIPAL TANK                 APPROX.25.3 KM 2874244.3 |
 LG0797| LG0801 EVAN LUTH ST JOHNS STEEPLE          APPROX.11.6 KM 2902840.2 |
 LG0797| LG0806 WACO TANK                           APPROX.17.5 KM 3070034.5 |
 LG0797| LG0795 UTICA ST MARYS CHURCH SPIRE         APPROX.11.5 KM 3373719.5 |
 LG0797|---------------------------------------------------------------------|
 LG0797
 LG0797                          SUPERSEDED SURVEY CONTROL
 LG0797
 LG0797  NAD 83(1986)-  40 48 03.79640(N)    097 17 49.98175(W) AD(       ) 1
 LG0797  NAD 27      -  40 48 03.76700(N)    097 17 48.80900(W) AD(       ) 1
 LG0797  NGVD 29 (07/19/86)  474.94   (m)         1558.2    (f) LEVELING    3  
 LG0797
 LG0797.Superseded values are not recommended for survey control.
 LG0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0797.See file dsdata.txt to determine how the superseded data were derived.
 LG0797
 LG0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4364018067(NAD 83)
 LG0797_MARKER: DS = TRIANGULATION STATION DISK
 LG0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0797
 LG0797  HISTORY     - Date     Condition        Report By
 LG0797  HISTORY     - 1935     MONUMENTED       CGS
 LG0797  HISTORY     - 1950     GOOD             CGS
 LG0797  HISTORY     - 1964     GOOD             CGS
 LG0797  HISTORY     - 1966     GOOD             NEDR
 LG0797  HISTORY     - 1973     GOOD             NGS
 LG0797
 LG0797                          STATION DESCRIPTION
 LG0797
 LG0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0797'STATION IS LOCATED IN THE SOUTHEAST QUARTER SEC. 27, T. 10 N., R.
 LG0797'1 E., IN THE BARNYARD OF MR. BECKLERS HOUSE, ABOUT 1 MILE WEST AND
 LG0797'1-1/2 MILES NORTH OF BEAVER CROSSING.  MARK IS SET IN THE
 LG0797'NORTHWEST CORNER OF BARNYARD, 170 FEET NORTH OF NORTH SIDE OF THE
 LG0797'BECKLER HOUSE, 15 FEET SOUTH OF NORTH FENCE OF BARNYARD, FLUSH
 LG0797'WITH GROUND.
 LG0797'
 LG0797'REACHED FROM POST OFFICE IN BEAVER CROSSING BY GOING WEST ON MAIN
 LG0797'STREET 0.5 MILE, THEN NORTH ON GRAVELED ROAD FOR 1.5 MILES TO
 LG0797'CROSSROADS, TURN LEFT (WEST) ONTO DIRT ROAD AND GO 0.2 MILE TO THE
 LG0797'BECKLER HOUSE AND STATION.
 LG0797'
 LG0797'REFERENCE MARK NO. 1 IS SET AT NORTHWEST CORNER OF WESTERLY OF TWO
 LG0797'SMALL BARNS JUST NORTH OF HOUSE.
 LG0797'
 LG0797'REFERENCE MARK NO. 2 IS SET ON SOUTH SIDE OF ROAD WHICH IS IN
 LG0797'FRONT (SOUTH) OF THE BECKLER HOUSE, 30 FEET SOUTH OF CENTERLINE
 LG0797'OF ROAD, 3 FEET WEST OF TELEPHONE POLE, AND 18 FEET EAST OF A
 LG0797'NORTHWEST FENCE CORNER.
 LG0797'
 LG0797'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF STATION, SET IN FENCE
 LG0797'LINE, 30 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.  REACHED
 LG0797'FROM THE BECKLER HOUSE BY GOING EAST FOR 0.2 MILE TO CROSSROADS,
 LG0797'THENCE LEFT (NORTH) FOR 0.3 MILE TO MARK ON WEST SIDE OF ROAD
 LG0797'AZIMUTH AND REFERENCE MARKS PROJECT ABOUT 8 INCHES.
 LG0797'
 LG0797'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LG0797
 LG0797                          STATION RECOVERY (1950)
 LG0797
 LG0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0797'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 LG0797'CONDITION.  THE 1950 DIRECTION THE AZIMUTH MARK AND THE REFERENCE
 LG0797'MARKS DID NOT CHECK WITH THE 1935.  A SLIGHT DIFFERENCE WAS FOUND
 LG0797'IN THE DISTANCE TO REFERENCE MARK NO. 1 AND NO. 2 WAS NOT CHECKED,
 LG0797'DUE TO A CORN FIELD ON LINE.
 LG0797'
 LG0797'A NEW DESCRIPTION FOLLOWS.
 LG0797'
 LG0797'THE STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHWEST OF THE TOWN
 LG0797'OF BEAVER CROSSING AND IN THE NORTHWEST CORNER OF A FARM YARD.
 LG0797'IT IS 182 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 LG0797'HOUSE, 72 FEET NORTHWEST OF THE NORTHWEST CORNER OF A METAL
 LG0797'CHICKEN HOUSE, 12 FEET EAST OF THE WEST LOT FENCE AND 19 FEET
 LG0797'SOUTH OF THE NORTH LOT FENCE.  THE MARK IS FLUSH WITH THE
 LG0797'SURFACE OF THE GROUND AND THE DISK IS STAMPED BEAVER 1935.
 LG0797'
 LG0797'REFERENCE MARK NO. 1 IS SET AT THE NORTHWEST CORNER OF A SMALL
 LG0797'BUILDING WHICH SETS JUST NORTH OF THE HOUSE.  THE MARK PROJECTS
 LG0797'8 INCHES AND THE DISK IS STAMPED BEAVER NO 1 1935.
 LG0797'
 LG0797'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF THE CENTERLINE OF AN
 LG0797'EAST AND WEST ROAD, 19 FEET EAST OF A PASTURE FENCE CORNER AND 1
 LG0797'FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 8 INCHES
 LG0797'AND THE DISK IS STAMPED BEAVER NO 2 1935.
 LG0797'
 LG0797'AZIMUTH MARK IS 29 FEET WEST OF THE CENTERLINE OF A NORTH AND
 LG0797'SOUTH ROAD AND 1 FOOT SOUTH OF THE NORTH POST TO GATE.  THE MARK
 LG0797'PROJECTS 3 INCHES AND THE DISK IS STAMPED BEAVER 1935.
 LG0797'
 LG0797'THE 1935 TO REACH DESCRIPTION BY C.I.A. IS ADEQUATE.
 LG0797'
 LG0797'OBSERVATIONS TAKEN FROM A 77 FT. STEEL TOWER AND A 4 FT. STAND.
 LG0797
 LG0797                          STATION RECOVERY (1964)
 LG0797
 LG0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG0797'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0797'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD BEEN
 LG0797'DISPLACED.  THE AZIMUTH MARK WAS RESET AND THE EXETER, MUNICIPAL
 LG0797'WATER TANK WAS USED AS AN INITIAL TO DETERMINE THE NEW BEARING TO
 LG0797'THE RESET AZIMUTH MARK.  THE 1950 DESCRIPTION BY JCT JR. IS
 LG0797'ADEQUATE.  A SHORT DESCRIPTION FOR THE RESET AZIMUTH MARK
 LG0797'FOLLOWS.
 LG0797'
 LG0797'THE AZIMUTH MARK IS 0.35 MILE NORTHEAST OF THE STATION, 60 FEET
 LG0797'WEST OF THE CENTERLINE OF HARD-SURFACED ROAD, 16 FEET NORTH OF THE
 LG0797'CENTER OF FIELD ENTRANCE, 13 FEET SOUTH OF A POWER POLE, 4.5
 LG0797'FEET SOUTH OF CONCRETE RIGHT-OF-WAY POST, AND 1.5 FEET NORTH OF A
 LG0797'NEW STEEL WITNESS POST WITH SIGN.  THE MARK PROJECTS 8 INCHES AND
 LG0797'THE DISK IS STAMPED BEAVER 1935 RESET 1964.
 LG0797'
 LG0797'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRADED
 LG0797'ROAD FOR 0.2 MILE TO HARD-SURFACED ROAD.  TURN LEFT AND GO
 LG0797'NORTH ON HARD-SURFACED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 LG0797'THE LEFT.
 LG0797'
 LG0797'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0797
 LG0797                          STATION RECOVERY (1966)
 LG0797
 LG0797'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1966 (HED)
 LG0797'THE STATION, R.M. NO. 1 AND R.M. NO. 2 AND BEAVER AZIMUTH WERE
 LG0797'RECOVERED IN GOOD CONDITION.
 LG0797'
 LG0797'AZIMUTH MARK IS STAMPED BEAVER 1935, RESET 1964.
 LG0797'
 LG0797'R.M. NO. 2, THE ANGLE AND THE DISTANCE COULD NOT BE CHECKED, A
 LG0797'LARGE TIN BUILDING WAS IN THE LINE OF SIGHT.
 LG0797'
 LG0797'THE 1935 DESCRIPTION AND RECOVERY NOTE OF 1950 DESCRIPTION ARE
 LG0797'ADEQUATE.
 LG0797'
 LG0797'ADDITIONAL DESCRIPTION- TO REACH THE STATION FROM THE I-80
 LG0797'NEBRASKA INTERSTATE AT BEAVER CROSSING INTERCHANGE FROM THE TOP
 LG0797'OF THE OVERPASS, PROCEED SOUTH ON SECTION LINE ROAD FOR 1.5 MILES
 LG0797'TO AN EAST-WEST SECTION LINE ROAD, TURN RIGHT (WEST) AND PROCEED
 LG0797'ALONG SECTION LINE ROAD FOR 0.2 MILE TO THE BECKLER HOUSE AND THE
 LG0797'STATION ON THE RIGHT.
 LG0797
 LG0797                          STATION RECOVERY (1973)
 LG0797
 LG0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LG0797'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LG0797'RECOVERED AND FOUND IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 LG0797'REFERENCE MARK 1 WAS REMOVED THIS DATE BY REQUEST OF THE PROPERTY
 LG0797'OWNER.  REFERENCE MARK 3 AND REFERENCE MARK 4 WERE ESTABLISHED
 LG0797'THIS DATE.  REFERENCE MARK 2 AND THE EXETER MUNICIPAL WATER TANK
 LG0797'ARE OBSTRUCTED BY A GRAIN BIN.  FOLLOWING ARE ADDITIONAL NOTES
 LG0797'FOR THE STATION MARK AND DESCRIPTION FOR REFERENCE MARKS 3 AND 4.
 LG0797'
 LG0797'THE STATION MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND A
 LG0797'METAL WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
 LG0797'
 LG0797'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEAVER 1935 NO 3 1973,
 LG0797'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION FOR THE NORTH
 LG0797'ONE OF TWO GRAIN BINS AND AT THE EAST SIDE OF THE BIN AND THE
 LG0797'FOUNDATION PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 LG0797'
 LG0797'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BEAVER 1935 NO 4 1973,
 LG0797'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION FOR THE NORTH
 LG0797'ONE OF TWO STEEL GRAIN BINS AND AT THE NORTHWEST SIDE OF THE BIN AND
 LG0797'THE FOUNDATION PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 LG0797'
 LG0797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 LG0797'NORTH-NORTHWEST OF BEAVER CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0798 ***********************************************************************
 LG0798  DESIGNATION -  BEAVER 1
 LG0798  PID         -  LG0798
 LG0798  STATE/COUNTY-  NE/SEWARD
 LG0798  USGS QUAD   -  BEAVER CROSSING (1966)
 LG0798
 LG0798                         *CURRENT SURVEY CONTROL
 LG0798  ___________________________________________________________________
 LG0798* NAD 83(1995)-  40 48 00.43556(N)    097 18 30.95006(W)     ADJUSTED  
 LG0798* NAVD 88     -       478.95   (+/-2cm)    1571.4    (feet)  VERTCON   
 LG0798  ___________________________________________________________________
 LG0798  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 LG0798  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 LG0798
 LG0798  HORZ ORDER  -  SECOND
 LG0798  VERT ORDER  -  THIRD ? (See Below)
 LG0798
 LG0798.The horizontal coordinates were established by classical geodetic methods
 LG0798.and adjusted by the National Geodetic Survey in August 1997..
 LG0798
 LG0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0798.The vertical order pertains to the NGVD 29 superseded value.
 LG0798
 LG0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0798
 LG0798.The geoid height was determined by GEOID03.
 LG0798
 LG0798;                    North         East     Units Scale Factor Converg.
 LG0798;SPC NE       -   110,874.190   727,027.239   MT  0.99973388   +1 47 00.9
 LG0798;UTM  14      - 4,517,945.316   642,681.491   MT  0.99985058   +1 06 19.4
 LG0798
 LG0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0798!SPC NE       -   0.99992908  x   0.99973388  =   0.99966298
 LG0798!UTM  14      -   0.99992908  x   0.99985058  =   0.99977967
 LG0798
 LG0798|---------------------------------------------------------------------|
 LG0798| PID    Reference Object                     Distance      Geod. Az  |
 LG0798|                                                           dddmmss.s |
 LG0798| CN7829 BEAVER 1 RM 1                                      05242     |
 LG0798| LG0768 GOEHNER TV STATION KOLN MAST        APPROX.10.7 KM 0882133.1 |
 LG0798| CN7830 BEAVER 1 RM 1 OLD                                  19719     |
 LG0798| CN7831 BEAVER 1 RM 2                                      29922     |
 LG0798| LG0800 STUHR 5                             APPROX. 4.0 KM 3015838.4 |
 LG0798| CN7832 BEAVER 1 RM 2 OLD                                  31931     |
 LG0798|---------------------------------------------------------------------|
 LG0798
 LG0798                          SUPERSEDED SURVEY CONTROL
 LG0798
 LG0798  NAD 83(1986)-  40 48 00.44422(N)    097 18 30.95036(W) AD(       ) 2
 LG0798  NAD 27      -  40 48 00.41434(N)    097 18 29.77487(W) AD(       ) 2
 LG0798  NGVD 29 (07/19/86)  478.77   (m)         1570.8    (f) LEVELING    3  
 LG0798
 LG0798.Superseded values are not recommended for survey control.
 LG0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0798.See file dsdata.txt to determine how the superseded data were derived.
 LG0798
 LG0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4268117945(NAD 83)
 LG0798_MARKER: DS = TRIANGULATION STATION DISK
 LG0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0798_STAMPING: BEAVER 1 1961
 LG0798_MARK LOGO: NEDR  
 LG0798_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0798+STABILITY: SURFACE MOTION
 LG0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0798+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1997
 LG0798
 LG0798  HISTORY     - Date     Condition        Report By
 LG0798  HISTORY     - 1961     MONUMENTED       NEDR
 LG0798  HISTORY     - 19971023 GOOD             NEDR
 LG0798
 LG0798                          STATION DESCRIPTION
 LG0798
 LG0798'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0798'THE STATION IS LOCATED 1.5 MILES NORTH AND 1.5 MILES WEST FROM
 LG0798'POST OFFICE IN BEAVER CROSSING, ON SECTION LINE BETWEEN SECTIONS
 LG0798'27 AND 34, T 10 N, R 1 E.
 LG0798'
 LG0798'TO REACH STATION, PROCEED 0.6 MILE WEST FROM POST OFFICE IN
 LG0798'BEAVER CROSSING TO T INTERSECTION, TURN RIGHT (NORTH) AND PROCEED
 LG0798'1.5 MILE ALONG COUNTY ROAD TO INTERSECTION WITH A COUNTY ROAD,
 LG0798'TURN LEFT (WEST) AND CONTINUE 0.9 MILE TO STATION WHICH IS IN
 LG0798'CENTER OF COUNTY ROAD.
 LG0798'
 LG0798'THE STATION IS A NEBRASKA DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LG0798'DISK STAMPED BEAVER 1-1961 AND IS SET 0.9 FT. BELOW GROUND
 LG0798'ELEVATION.  IT IS IN THE CENTER OF THE COUNTY ROAD, 132.2
 LG0798'FEET NORTHEAST TO A NAIL IN A TELEPHONE POLE, 73.5 FEET
 LG0798'NORTHWEST TO A NAIL IN A TELEPHONE POLE AND 679.0 FT. WEST TO
 LG0798'THE NORTH-SOUTH SECTION LINE FENCE.
 LG0798'
 LG0798'REFERENCE MARK NO. 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 LG0798'REFERENCE MARK DISK STAMPED BEAVER 1-1961, R.M. 1, 1961 AND IS
 LG0798'53.90 FT. NORTHEAST OF THE STATION.
 LG0798'
 LG0798'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 LG0798'REFERENCE MARK DISK STAMPED BEAVER 1, 1961, R.M. 2, 1961 AND IS
 LG0798'66.13 FT. WEST-NORTHWEST OF THE STATION.
 LG0798'
 LG0798'THERE IS NO AZIMUTH MARK.
 LG0798
 LG0798                          STATION RECOVERY (1997)
 LG0798
 LG0798'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LG0798'RECOVERED IN GOOD CONDITION ABOUT 1.5 MI (2.4 KM) NORTHWEST OF BEAVER
 LG0798'CROSSING, NEAR, AND BENEATH, THE CENTERLINE OF A COUNTY ROAD (A
 LG0798'STREET) AND NEAR THE NW CORNER, SEC34, T10N, R1E.  TO REACH THE MARK
 LG0798'FROM THE LINK 80F OVERPASS BRIDGE, OVER INTERSTATE HIGHWAY 80, GO
 LG0798'SOUTH ON ROAD LINK 80F (462ND STREET) FOR 1.4 MI (2.3 KM) TO A COUNTY
 LG0798'ROAD (-A- STREET) .  TURN LEFT AND GO EAST ON -A- STREET FOR 2.15 MI
 LG0798'(3.46 KM) TO THE STATION.  IT IS 207.0 M (679.1 FT) EAST OF A
 LG0798'NORTH-SOUTH FENCE LINE, 32.3 M (106.0 FT) WEST OF THE CENTERLINE OF A
 LG0798'FIELD ROAD, NORTH, 20.16 M (66.14 FT) SOUTHEAST OF REFERENCE MARK 4,
 LG0798'16.43 M (53.90 FT) SOUTHWEST OF REFERENCE MARK 1, 9.14 M (29.99 FT)
 LG0798'SOUTH OF A WITNESS POST AND IS RECESSED 0.2 M (0.7 FT) BELOW THE ROAD
 LG0798'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1756 ***********************************************************************
 NM1756  DESIGNATION -  BEAVER CREEK
 NM1756  PID         -  NM1756
 NM1756  STATE/COUNTY-  NE/CEDAR
 NM1756  USGS QUAD   -  GAVINS POINT DAM (1968)
 NM1756
 NM1756                         *CURRENT SURVEY CONTROL
 NM1756  ___________________________________________________________________
 NM1756* NAD 83(1995)-  42 49 39.16202(N)    097 23 42.44051(W)     ADJUSTED  
 NM1756* NAVD 88     -       400.     (meters)    1312.     (feet)  SCALED    
 NM1756  ___________________________________________________________________
 NM1756  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 NM1756  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 NM1756
 NM1756  HORZ ORDER  -  SECOND
 NM1756
 NM1756.The horizontal coordinates were established by classical geodetic methods
 NM1756.and adjusted by the National Geodetic Survey in August 1997..
 NM1756
 NM1756.The orthometric height was scaled from a topographic map.
 NM1756
 NM1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1756
 NM1756.The geoid height was determined by GEOID03.
 NM1756
 NM1756;                    North         East     Units Scale Factor Converg.
 NM1756;SPC NE       -   335,671.940   712,949.212   MT  0.99992547   +1 43 34.5
 NM1756;SPC SD S     -    59,152.510   840,203.741   MT  1.00000138   +2 01 37.0
 NM1756;SPC SD S     -   194,069.53  2,756,568.44   sFT  1.00000138   +2 01 37.0
 NM1756;UTM  14      - 4,742,913.317   631,177.504   MT  0.99981170   +1 05 28.1
 NM1756
 NM1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1756!SPC NE       -   0.99994124  x   0.99992547  =   0.99986672
 NM1756!SPC SD S     -   0.99994124  x   1.00000138  =   0.99994262
 NM1756!UTM  14      -   0.99994124  x   0.99981170  =   0.99975295
 NM1756
 NM1756:                Primary Azimuth Mark                     Grid Az
 NM1756:SPC NE       -  YANKTON TOLL BRIDGE                      359 32 56.2
 NM1756:SPC SD S     -  YANKTON TOLL BRIDGE                      359 14 53.7
 NM1756:UTM  14      -  YANKTON TOLL BRIDGE                      000 11 02.6
 NM1756
 NM1756|---------------------------------------------------------------------|
 NM1756| PID    Reference Object                     Distance      Geod. Az  |
 NM1756|                                                           dddmmss.s |
 NM1756| NM1870 YANKTON TOLL BRIDGE                 APPROX. 4.2 KM 0011630.7 |
 NM1756| NM1868 YANKTON NASH FINCH CO STACK         APPROX. 4.6 KM 0015000.5 |
 NM1756| NM1869 YANKTON NEW ENG DISTILL CO STK      APPROX. 4.5 KM 0020218.2 |
 NM1756| NM1877 YANKTON COLL FORBES H STEEPLE       APPROX. 5.8 KM 0032535.4 |
 NM1756| NM1874 YANKTON COLL POWER PLANT STACK      APPROX. 5.5 KM 0034740.0 |
 NM1756| NM1871 YANKTON SACRED HEART CATH CH        APPROX. 5.0 KM 0040304.2 |
 NM1756| NM1861 RADIO STA WNAX MAST SHORT OF 3      APPROX.11.6 KM 0335806.2 |
 NM1756| NM1860 RADIO STA WNAX MAST TALL OF 3       APPROX.11.5 KM 0340535.9 |
 NM1756| NM1862 RADIO STA WNAX RAD MAST C OF 3      APPROX.11.4 KM 0344721.1 |
 NM1756| CO2208 BEAVER CREEK AZ MK                                 0993626.1 |
 NM1756| CO2209 BEAVER CREEK RM 1                    18.790 METERS 11602     |
 NM1756| CO2210 BEAVER CREEK RM 2                    20.229 METERS 31600     |
 NM1756| NM1864 YANKTON SAC HEART HOSP STK          APPROX. 5.2 KM 3455246.9 |
 NM1756| NM1867 YANKTON SAC HEART HOSP STEEPLE      APPROX. 5.1 KM 3460054.8 |
 NM1756| NM1865 YANKTON SAC HEART HOSP TANK         APPROX. 5.1 KM 3461620.2 |
 NM1756| NM1866 YANKTON SAC HEART HOSP PWR STK      APPROX. 5.0 KM 3471958.5 |
 NM1756| NM1872 YANKTON MUNICIPAL TANK              APPROX. 5.2 KM 3510854.3 |
 NM1756| NM1863 YANKTON CO CTHSE CLOCK TOWER        APPROX. 4.7 KM 3583736.4 |
 NM1756|---------------------------------------------------------------------|
 NM1756
 NM1756                          SUPERSEDED SURVEY CONTROL
 NM1756
 NM1756  NAD 83(1986)-  42 49 39.17082(N)    097 23 42.43223(W) AD(       ) 2
 NM1756  NAD 27      -  42 49 39.18200(N)    097 23 41.22600(W) AD(       ) 2
 NM1756
 NM1756.Superseded values are not recommended for survey control.
 NM1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1756.See file dsdata.txt to determine how the superseded data were derived.
 NM1756
 NM1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3117842913(NAD 83)
 NM1756_MARKER: I = METAL ROD
 NM1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1756
 NM1756  HISTORY     - Date     Condition        Report By
 NM1756  HISTORY     - 1948     MONUMENTED       MORC
 NM1756
 NM1756                          STATION DESCRIPTION
 NM1756
 NM1756'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (MEW)
 NM1756'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH OF YANKTON AND
 NM1756'IN THE NORTHEAST QUARTER OF SEC. 23, T. 33 N., R. 1 W..  IT
 NM1756'IS ON LAND OWNED BY MR. FRANK BOLLICH AND ABOUT 0.1 MILE
 NM1756'NORTHWEST OF HIS BARN.  THE MARK IS A 1-1/2 INCH PIPE SET
 NM1756'IN A 12X12 INCH CONCRETE BLOCK.  THE PIPE PROJECTS 6 INCHES
 NM1756'AND BEAVER CREEK IS CUT IN THE CONCRETE.
 NM1756'
 NM1756'REFERENCE MARK NO. 1 IS 61.65 FEET EAST-SOUTHEAST OF THE
 NM1756'STATION, ON SLOPE OF HILL (SLOPE MEASUREMENT).  THE MARK
 NM1756'PROJECTS 2 INCHES AND THE DISK IS STAMPED BEAVER CREEK MRC NO 1
 NM1756'1948.
 NM1756'
 NM1756'REFERENCE MARK NO. 2 IS 66.36 FEET NORTHWEST OF THE STATION
 NM1756'AND ON SLIGHTLY HIGHER POINT OF HILL.  THE MARK PROJECTS 2
 NM1756'INCHES AND THE DISK IS STAMPED BEAVER CREEK MRC NO 2 1948.
 NM1756'
 NM1756'AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF THE STATION, 37 FEET
 NM1756'NORTH OF A FENCE CORNER AND 1 FOOT EAST OF THE FENCE.  THE MARK
 NM1756'PROJECTS 4 INCHES AND THE DISK IS STAMPED BEAVER CREEK.MRC 1948.
 NM1756'
 NM1756'TO REACH FROM THE SOUTH END OF THE YANKTON TOLL BRIDGE,
 NM1756'GO SOUTH ON HIGHWAY 81 FOR 1.0 MILE, TURN LEFT (EAST) ON HIGHWAY
 NM1756'15 FOR 0.55 MILE TO A T ROAD RIGHT JUST AFTER CROSSING BRIDGE,
 NM1756'TURN RIGHT ON DIRT ROAD FOR 1.35 MILE TO A T ROAD RIGHT JUST
 NM1756'BEFORE REACHING TO OF HILL, TURN RIGHT (WEST) 0.1 MILE TO
 NM1756'THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON WEST 0.2 MILE
 NM1756'TO FORKS IN DRIVEWAY, TAKE RIGHT FORK STRAIGHT AHEAD 0.05
 NM1756'MILE PASSING TO THE LEFT OF BARN TO GATE JUST WEST OF BARN,
 NM1756'PASS THROUGH GATE AND GO WEST-NORTH FOR 0.05 MILE TO GATE
 NM1756'AT END OF WIDE LANE, PASS THROUGH GATE AND BEAR LEFT TO TOP
 NM1756'OF HILL AND THE STATION.
 NM1756'
 NM1756'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0709 ***********************************************************************
 NN0709  DESIGNATION -  BECK
 NN0709  PID         -  NN0709
 NN0709  STATE/COUNTY-  NE/HOLT
 NN0709  USGS QUAD   -  ATKINSON NW (1974)
 NN0709
 NN0709                         *CURRENT SURVEY CONTROL
 NN0709  ___________________________________________________________________
 NN0709* NAD 83(1995)-  42 41 45.78105(N)    098 59 02.66600(W)     ADJUSTED  
 NN0709* NAVD 88     -       635.     (meters)    2083.     (feet)  SCALED    
 NN0709  ___________________________________________________________________
 NN0709  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 NN0709  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 NN0709
 NN0709  HORZ ORDER  -  THIRD
 NN0709
 NN0709.The horizontal coordinates were established by classical geodetic methods
 NN0709.and adjusted by the National Geodetic Survey in August 1997..
 NN0709
 NN0709.The orthometric height was scaled from a topographic map.
 NN0709
 NN0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0709
 NN0709.The geoid height was determined by GEOID03.
 NN0709
 NN0709;                    North         East     Units Scale Factor Converg.
 NN0709;SPC NE       -   318,346.756   583,234.419   MT  0.99987485   +0 40 23.7
 NN0709;UTM  14      - 4,727,062.720   501,304.491   MT  0.99960002   +0 00 38.9
 NN0709
 NN0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0709!SPC NE       -   0.99990423  x   0.99987485  =   0.99977909
 NN0709!UTM  14      -   0.99990423  x   0.99960002  =   0.99950429
 NN0709
 NN0709|---------------------------------------------------------------------|
 NN0709| PID    Reference Object                     Distance      Geod. Az  |
 NN0709|                                                           dddmmss.s |
 NN0709| CO2213 BECK RM 1                             9.226 METERS 08430     |
 NN0709| CO2212 BECK AZ MK                                         1264559.2 |
 NN0709| CO2214 BECK RM 2                            16.264 METERS 18103     |
 NN0709|---------------------------------------------------------------------|
 NN0709
 NN0709                          SUPERSEDED SURVEY CONTROL
 NN0709
 NN0709  NAD 83(1986)-  42 41 45.78771(N)    098 59 02.67388(W) AD(       ) 3
 NN0709  NAD 27      -  42 41 45.78200(N)    098 59 01.32600(W) AD(       ) 3
 NN0709
 NN0709.Superseded values are not recommended for survey control.
 NN0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0709.See file dsdata.txt to determine how the superseded data were derived.
 NN0709
 NN0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0130427063(NAD 83)
 NN0709_MARKER: DS = TRIANGULATION STATION DISK
 NN0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0709
 NN0709  HISTORY     - Date     Condition        Report By
 NN0709  HISTORY     - 1949     MONUMENTED       CGS
 NN0709
 NN0709                          STATION DESCRIPTION
 NN0709
 NN0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0709'THE STATION IS LOCATED ABOUT 11.0 MILES NORTH OF ATKINSON
 NN0709'ON THE RIGHT-OF-WAY OF A SECTION LINE ROAD.  IT IS 26.0
 NN0709'FEET NORTH OF THE CENTER OF A SECTION LINE ROAD, 5.5 FEET
 NN0709'EAST-SOUTHEAST OF A WITNESS POST AND 3.3 FEET SOUTH OF A
 NN0709'FENCE.  IT IS SET FLUSH WITH THE TOP OF THE GROUND AND IS
 NN0709'STAMPED BECK 1949.
 NN0709'
 NN0709'REFERENCE MARK NO. 1 IS 28.0 FEET NORTH OF THE CENTER OF A
 NN0709'SECTION LINE ROAD AND 0.5 OF A FOOT SOUTH OF A FENCE.  IT
 NN0709'IS SET FLUSH WITH THE TOP OF THE GROUND AND IS STAMPED BECK
 NN0709'NO 1 1949.
 NN0709'
 NN0709'REFERENCE MARK NO. 2 IS 28.5 FEET SOUTH OF THE CENTER OF A
 NN0709'SECTION LINE ROAD AND 0.5 OF A FOOT NORTH OF A FENCE.  IT
 NN0709'PROJECTS 2 INCHES AND IS STAMPED BECK NO 2 1949.
 NN0709'
 NN0709'THE AZIMUTH MARK IS 38.0 FEET EAST OF THE CENTER OF A GRADED
 NN0709'ROAD, 22.0 FEET NORTH OF A TELEPHONE POLE, 19.0 FEET SOUTH
 NN0709'OF THE CENTER OF A FARM DRIVE, AND 7.5 FEET WEST OF THE
 NN0709'WEST END OF A ROW OF TREES, AND 2.0 FEET EAST-NORTHEAST OF
 NN0709'A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED BECK
 NN0709'1949.
 NN0709'
 NN0709'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NN0709'20 AND STATE HIGHWAY NO. 11 AT THE NORTHEAST EDGE OF ATKINSON,
 NN0709'GO NORTH ON STATE HIGHWAY NO. 11 FOR 8.25 MILES TO A FORK WHERE
 NN0709'STATE HIGHWAY NO. 11 TURNS TO THE RIGHT AND A GRADED ROAD
 NN0709'CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON GRADED
 NN0709'ROAD AND GO NORTH FOR 3.2 MILES TO A CROSSROAD, TURN LEFT
 NN0709'AND GO WEST FOR 0.65 OF A MILE TO THE TOP OF A HILL AND THE
 NN0709'STATION ON THE RIGHT AS DESCRIBED.
 NN0709'
 NN0709'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON SECTION
 NN0709'LINE ROAD FOR 0.65 OF A MILE TO A CROSSROAD, TURN RIGHT AND
 NN0709'GO SOUTH FOR 0.5 OF A MILE TO A FARM DRIVE ON THE LEFT AND
 NN0709'THE AZIMUTH MARK AS DESCRIBED.
 NN0709'
 NN0709'A 74 FOOT SIGNAL AT STATION SARATOGA 1940 IS VISIBLE AT 4 FEET.
 NN0709'
 NN0709'AN 87 FOOT SIGNAL AT STATION ATKINSON IS VISIBLE AT 4 FEET.
 NN0709'
 NN0709'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2055 ***********************************************************************
 MK2055  DESIGNATION -  BECK
 MK2055  PID         -  MK2055
 MK2055  STATE/COUNTY-  NE/SAUNDERS
 MK2055  USGS QUAD   -  FREMONT WEST (1983)
 MK2055
 MK2055                         *CURRENT SURVEY CONTROL
 MK2055  ___________________________________________________________________
 MK2055* NAD 83(1995)-  41 23 35.64666(N)    096 32 57.52119(W)     ADJUSTED  
 MK2055* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 MK2055  ___________________________________________________________________
 MK2055  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 MK2055  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 MK2055
 MK2055  HORZ ORDER  -  FIRST
 MK2055
 MK2055.The horizontal coordinates were established by classical geodetic methods
 MK2055.and adjusted by the National Geodetic Survey in August 1997..
 MK2055
 MK2055.The orthometric height was scaled from a topographic map.
 MK2055
 MK2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2055
 MK2055.The geoid height was determined by GEOID03.
 MK2055
 MK2055;                    North         East     Units Scale Factor Converg.
 MK2055;SPC NE       -   178,944.873   788,417.417   MT  0.99966052   +2 17 12.3
 MK2055;UTM  14      - 4,585,309.638   704,884.797   MT  1.00011663   +1 37 15.7
 MK2055
 MK2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2055!SPC NE       -   0.99993818  x   0.99966052  =   0.99959872
 MK2055!UTM  14      -   0.99993818  x   1.00011663  =   1.00005480
 MK2055
 MK2055|---------------------------------------------------------------------|
 MK2055| PID    Reference Object                     Distance      Geod. Az  |
 MK2055|                                                           dddmmss.s |
 MK2055| MK0995 BECK RM 3                            35.204 METERS 00424     |
 MK2055| MK1768 BECK RM 1                            28.170 METERS 00528     |
 MK2055| MK2037 ARLINGTON ATT MICROWAVE TOWER       APPROX.20.3 KM 0794501.3 |
 MK2055| MK0996 BECK RM 4                                          0880256.5 |
 MK2055| MK1769 BECK RM 2                                          08836     |
 MK2055| CL6847 BECK RM 5                            74.382 METERS 27334     |
 MK2055|---------------------------------------------------------------------|
 MK2055
 MK2055                          SUPERSEDED SURVEY CONTROL
 MK2055
 MK2055  NAD 83(1986)-  41 23 35.65487(N)    096 32 57.52251(W) AD(       ) 1
 MK2055  NAD 27      -  41 23 35.64583(N)    096 32 56.42986(W) AD(       ) 1
 MK2055
 MK2055.Superseded values are not recommended for survey control.
 MK2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2055.See file dsdata.txt to determine how the superseded data were derived.
 MK2055
 MK2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0488585310(NAD 83)
 MK2055_MARKER: DS = TRIANGULATION STATION DISK
 MK2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2055
 MK2055  HISTORY     - Date     Condition        Report By
 MK2055  HISTORY     - 1930     MONUMENTED       CGS
 MK2055  HISTORY     - 1935     GOOD             NEGS
 MK2055  HISTORY     - 1959     GOOD             CGS
 MK2055  HISTORY     - 1959     GOOD             CGS
 MK2055  HISTORY     - 1968     GOOD             CGS
 MK2055  HISTORY     - 1968     GOOD             USGS
 MK2055  HISTORY     - 1974     GOOD             NEDR
 MK2055
 MK2055                          STATION DESCRIPTION
 MK2055
 MK2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK2055'STATION IS ABOUT 4 MILES SW OF FREMONT AND 3 MILES E OF CEDAR
 MK2055'BLUFFS ON LAND OWNED AND OCCUPIED BY A MR. BECK.  THE HOUSE
 MK2055'OF MR. BECK IS LOCATED ON THE S SIDE OF ROUTE 77, WHICH IS
 MK2055'THE MAIN ROAD TO LINCOLN, IN A SMALL GROVE OF TREES AND WITH
 MK2055'A CONSIDERABLE GROVE OF TREES ON THE N SIDE OF THE ROAD
 MK2055'OPPOSITE THE HOUSE.  THE STATION IS ABOUT 80 YARDS NE OF THE
 MK2055'HOUSE AND THE MARK IS 12 INCHES BELOW THE SURFACE OF THE
 MK2055'GROUND ABOUT 75 METERS E OF THE LANE TO THE HOUSE, AND 18.7
 MK2055'METERS S OF THE CENTER LINE OF THE HIGHWAY ABOUT 0.425 MILE
 MK2055'W OF A SECTION-LINE ROAD.
 MK2055'
 MK2055'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK2055'DISKS SET IN CONCRETE.
 MK2055'
 MK2055'REFERENCE MARK NO. 1 IS NEAR A FENCE CORNER JUST ACROSS THE
 MK2055'HIGHWAY FROM THE STATION AS DESCRIBED ABOVE.  THE MARK IS FLUSH
 MK2055'WITH THE SURFACE 9.55 METERS N OF THE CENTER LINE OF THE
 MK2055'HIGHWAY, 6.75 METERS E OF A FENCE LINE AND 0.6 METER S OF ANOTHER
 MK2055'FENCE.  REFERENCE MARK NO. 2 IS LOCATED ON THE N SIDE OF THE
 MK2055'HIGHWAY AS IT GOES OVER A RIDGE ABOUT 0.175 MILE E OF THE
 MK2055'AFORE-MENTIONED SECTION-LINE ROAD.  THE MARK IS FLUSH WITH
 MK2055'THE SURFACE IN A FENCE LINE 7.92 METERS N OF THE CENTER LINE
 MK2055'OF THE HIGHWAY.  THE DISTANCE TO THE STATION IS 0.6 MILE
 MK2055'APPROXIMATELY.
 MK2055'
 MK2055'TO REACH THE STATION FROM FREMONT TAKE HIGHWAY 77.  GO S ABOUT
 MK2055'3 MILES TO THE PLATTE RIVER BRIDGE, THENCE S 1/2 MILE AND W
 MK2055'2-1/2 MILES TO THE BECK FARM.
 MK2055'
 MK2055'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MK2055
 MK2055                          STATION RECOVERY (1935)
 MK2055
 MK2055'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK2055'STATION RECOVERED IN GOOD CONDITION.  STANDARD STATION DISK
 MK2055'IN CONCRETE BURIED ABOUT 12 INCHES BELOW SURFACE.
 MK2055'
 MK2055'STATION IS IN SEC. 5, T 16 N, R 8 E, ON LAND OWNED AND OCCUPIED
 MK2055'BY MR. BECK, ABOUT 225 FEET E OF ENTRANCE DRIVE TO MR. BECKS
 MK2055'HOME, 63 FEET S OF CENTER LINE OF U.S. HIGHWAY 77, AND 30 FEET
 MK2055'S OF ROW OF LARGE MAPLE TREES ON S SIDE OF HIGHWAY.
 MK2055'
 MK2055'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND TO
 MK2055'BE AS DESCRIBED.
 MK2055
 MK2055                          STATION RECOVERY (1959)
 MK2055
 MK2055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 MK2055'THE STATION MARK WAS RECOVERED AS DESCRIBED ABOUT 12 INCHES
 MK2055'BELOW THE SURFACE OF A CULTIVATED FIELD AND REFERENCE MARKS
 MK2055'NO. 3 AND NO. 4 WHICH WERE MOVED BY THE NEBRASKA STATE
 MK2055'HIGHWAY WERE RECOVERED.  REFERENCE MARK NO. 5 WAS SET.  A
 MK2055'COMPLETE NEW DESCRIPTION FOLLOWS.
 MK2055'
 MK2055'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF FREMONT
 MK2055'AND 3 MILES EAST OF CEDAR BLUFFS ON LAND OWNED BY MR. ED BECK
 MK2055'WHOSE FARM BUILDINGS ARE ABOUT 150 YARDS WEST-SOUTHWEST OF
 MK2055'THE STATION.  THE MARK IS IN A CULTIVATED FIELD, 238 FEET
 MK2055'EAST OF THE NORTHEAST FENCE CORNER AROUND THE FARM BUILDINGS,
 MK2055'159 FEET EAST OF A POWER POLE, 63 FEET SOUTH OF THE CENTER OF
 MK2055'STATE HIGHWAY 109 (FORMERLY U.S. HIGHWAY 77), AND 60 FEET
 MK2055'EAST-SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER POST.  THE
 MK2055'MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 MK2055'DISK IS STAMPED BECK 1930.
 MK2055'
 MK2055'REFERENCE MARK NO. 3 IS 115.50 FEET NORTH OF THE STATION AT
 MK2055'A FIELD ENTRANCE, 52 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 MK2055'109, 24 FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER POST,
 MK2055'AND 19 FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 1
 MK2055'INCH AND THE DISK IS STAMPED BECK NO 3 1930.
 MK2055'
 MK2055'REFERENCE MARK NO. 4 IS 0.6 MILE EAST OF THE STATION AND ABOUT
 MK2055'240 FEET WEST OF A FIELD ENTRANCE, 94 FEET EAST OF A TELEPHONE
 MK2055'POLE, 85 FEET WEST OF THE 1ST POLE WEST OF FIELD ENTRANCE, 50
 MK2055'FEET NORTH OF THE CENTER OF STATE HIGHWAY 109, AND 48 FEET
 MK2055'WEST OF A CONCRETE RIGHT-OF-WAY MARKER POST.  THE MARK IS
 MK2055'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MK2055'BECK NO 4 1930.
 MK2055'
 MK2055'REFERENCE MARK NO. 5 IS 244.19 FEET WEST OF THE STATION, 49
 MK2055'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 109, 6 FEET WEST
 MK2055'OF A NORTHEAST FENCE CORNER, 2 FEET EAST OF A NEW WITNESS POST
 MK2055'SIGN, AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 6 INCHES
 MK2055'AND THE DISK IS STAMPED BECK NO 5 1930.
 MK2055'
 MK2055'TO REACH THE STATION FROM THE PLATTE RIVER BRIDGE WHICH IS
 MK2055'ABOUT 2 AND 1/2 MILES SOUTH OF FREMONT, GO SOUTH ON U.S. HIGHWAY
 MK2055'77 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 109 WEST.
 MK2055'TURN RIGHT AND GO WEST ON STATE HIGHWAY 109 FOR 1.8 MILES TO
 MK2055'REFERENCE MARK NO. 4 ON THE RIGHT AS DESCRIBED.  CONTINUE
 MK2055'WEST ON STATE HIGHWAY 109 FOR 0.6 MILE TO THE STATION ON
 MK2055'THE LEFT AS DESCRIBED.
 MK2055'
 MK2055'NOTE--THE ABOVE DIRECTIONS HAVE NO AZIMUTH BEARINGS, WHICH
 MK2055'ARE CONNECTED TO OUR GEODETIC DATA.
 MK2055
 MK2055                          STATION RECOVERY (1959)
 MK2055
 MK2055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK2055'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MK2055'FOUND IN GOOD CONDITION.
 MK2055'
 MK2055'THE 1959 DESCRIPTION OF MR. LEON SMITH WAS FOUND COMPLETELY
 MK2055'ADEQUATE.
 MK2055
 MK2055                          STATION RECOVERY (1968)
 MK2055
 MK2055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MK2055'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4
 MK2055'(AZIMUTH MARK), AND REFERENCE MARK NO. 5 WERE RECOVERED
 MK2055'AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 MK2055'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT
 MK2055'CHECKED AT THIS TIME.
 MK2055'
 MK2055'SINCE REFERENCE MARK NO. 4 (AZIMUTH MARK) HAD NO GEODETIC TIE,
 MK2055'OBSERVATIONS WERE TAKEN ON POLARIS AND REFERENCE MARK NO. 4
 MK2055'(AZIMUTH MARK).
 MK2055'
 MK2055'A METAL WITNESS POST WAS SET 1.5 FEET EAST OF REFERENCE MARK
 MK2055'NO. 4.
 MK2055'
 MK2055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 MK2055'MILES SOUTHWEST OF FREMONT.
 MK2055
 MK2055                          STATION RECOVERY (1968)
 MK2055
 MK2055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 MK2055'THE STATION MARK, R.M. 3, AND R.M. 5 WERE FOUND IN GOOD
 MK2055'CONDITION THE AZIMUTH MARK AND R.M. 1, R.M. 2, AND R.M. 4
 MK2055'WERE NOT FOUND.  DESCRIPTION IS ADEQUATE.
 MK2055
 MK2055                          STATION RECOVERY (1974)
 MK2055
 MK2055'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974 (HED)
 MK2055'REFER TO USC AND GS QUAD 410963 PAGE 1001.  STATION, REFERENCE
 MK2055'NO. 3 REF. 5 AND REF. 4 (AZIMUTH) FOUND IN GOOD CONDITION.
 MK2055'
 MK2055'NEAREST TOWN--CEDAR BLUFFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0383 ***********************************************************************
 MM0383  DESIGNATION -  BECKWITH
 MM0383  PID         -  MM0383
 MM0383  STATE/COUNTY-  NE/LOGAN
 MM0383  USGS QUAD   -  LOGAN (1972)
 MM0383
 MM0383                         *CURRENT SURVEY CONTROL
 MM0383  ___________________________________________________________________
 MM0383* NAD 83(1995)-  41 24 51.38670(N)    100 17 28.34446(W)     ADJUSTED  
 MM0383* NAVD 88     -       930.     (meters)    3051.     (feet)  SCALED    
 MM0383  ___________________________________________________________________
 MM0383  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 MM0383  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 MM0383
 MM0383  HORZ ORDER  -  FIRST
 MM0383
 MM0383.The horizontal coordinates were established by classical geodetic methods
 MM0383.and adjusted by the National Geodetic Survey in August 1997..
 MM0383
 MM0383.The orthometric height was scaled from a topographic map.
 MM0383
 MM0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0383
 MM0383.The geoid height was determined by GEOID03.
 MM0383
 MM0383;                    North         East     Units Scale Factor Converg.
 MM0383;SPC NE       -   175,565.333   475,661.638   MT  0.99965987   -0 11 34.7
 MM0383;UTM  14      - 4,585,551.483   392,089.149   MT  0.99974331   -0 51 15.2
 MM0383
 MM0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0383!SPC NE       -   0.99985755  x   0.99965987  =   0.99951746
 MM0383!UTM  14      -   0.99985755  x   0.99974331  =   0.99960089
 MM0383
 MM0383:                Primary Azimuth Mark                     Grid Az
 MM0383:SPC NE       -  BECKWITH RM 1 AZIMUTH                    091 47 27.8
 MM0383:UTM  14      -  BECKWITH RM 1 AZIMUTH                    092 27 08.3
 MM0383
 MM0383|---------------------------------------------------------------------|
 MM0383| PID    Reference Object                     Distance      Geod. Az  |
 MM0383|                                                           dddmmss.s |
 MM0383| CN7842 BECKWITH RM 1 AZIMUTH                              0913553.1 |
 MM0383| MM0373 TALLINE CHURCH BELFRY               APPROX.21.0 KM 1511213.2 |
 MM0383| CN7843 BECKWITH RM 2                        26.673 METERS 15238     |
 MM0383| CN7844 BECKWITH RM 3                        17.992 METERS 24655     |
 MM0383|---------------------------------------------------------------------|
 MM0383
 MM0383                          SUPERSEDED SURVEY CONTROL
 MM0383
 MM0383  NAD 83(1986)-  41 24 51.39317(N)    100 17 28.35180(W) AD(       ) 1
 MM0383  NAD 27      -  41 24 51.39100(N)    100 17 26.86800(W) AD(       ) 1
 MM0383
 MM0383.Superseded values are not recommended for survey control.
 MM0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0383.See file dsdata.txt to determine how the superseded data were derived.
 MM0383
 MM0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9208985551(NAD 83)
 MM0383_MARKER: DS = TRIANGULATION STATION DISK
 MM0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0383
 MM0383  HISTORY     - Date     Condition        Report By
 MM0383  HISTORY     - 1933     MONUMENTED       CGS
 MM0383  HISTORY     - 1934     GOOD             CGS
 MM0383
 MM0383                          STATION DESCRIPTION
 MM0383
 MM0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0383'ABOUT 5 MILES WEST OF ARNOLD, IN SOUTHEAST QUARTER OF SEC. 27,
 MM0383'T. 17 N., R. 26 W., IN PASTURE OWNED BY W.J. BECKWITH.  REACHED
 MM0383'FROM ARNOLD BY STATE HIGHWAY 16 WEST 5.0 MILES TO A WIRE GATE
 MM0383'ON SOUTH SIDE OF ROAD, JUST WEST OF SMALL CULVERT.  THIS GATE
 MM0383'IS 0.2 MILE WEST OF YELLOW SCHOOL NORTH OF ROAD, AND 0.1 MILE
 MM0383'EAST OF BECKWITHS SOD HOUSE ON SOUTH SIDE OF ROAD.  ENTER GATE
 MM0383'AND FOLLOW STEEP FARM ROAD SOUTH 0.5 MILE TO FENCE, PASS
 MM0383'THROUGH GATE, TURN WEST ALONG FENCE AND FOLLOW 0.2 MILE TO
 MM0383'FENCE CORNER, LET DOWN FENCE, ENTER FIELD TO WEST AND
 MM0383'BEAR NORTHWEST 150 YARDS TO EAST AND WEST FENCE NORTH OF
 MM0383'FIELD.  LET DOWN THIS FENCE AND DRIVE 100 YARDS NORTH
 MM0383'ACROSS PASTURE TO STATION.
 MM0383'
 MM0383'STATION IS ON POINT OF RIDGE AT EDGE OF BREAKS OF SOUTH
 MM0383'LOUP RIVER, OVERLOOKING STATE HIGHWAY 16, APPROXIMATELY 100 YARDS
 MM0383'NORTH OF WIRE FENCE, AND IS 4 INCHES ABOVE GROUND.
 MM0383'
 MM0383'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION IN NORTHWEST
 MM0383'CORNER OF FIELD AND IS 4 INCHES ABOVE GROUND.
 MM0383'
 MM0383'REFERENCE MARK NO. 2 IS SOUTH OF STATION, AND IS 4 INCHES ABOVE
 MM0383'GROUND.
 MM0383'
 MM0383'REFERENCE MARK NO. 3 IS WEST OF STATION, AND IS 4 INCHES ABOVE
 MM0383'GROUND.
 MM0383'
 MM0383'HEIGHT OF SIGNAL ABOVE STATION MARK - 1,095 METERS.
 MM0383
 MM0383                          STATION RECOVERY (1934)
 MM0383
 MM0383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0383'ALL MARKS RECOVERED IN GOOD CONDITION.  STATION IS LOCATED IN
 MM0383'SOUTHEAST QUARTER OF SEC. 27, T. 17 N., R. 26 W., ABOUT 5.0
 MM0383'MILES WEST OF ARNOLD, ON LAND OWNED BY MR. W.J. BECKWITH.  IT IS
 MM0383'ON A HIGH PROMONTORY OVERLOOKING STATE HIGHWAY 16, ABOUT 0.1
 MM0383'MILE NORTH OF FENCE SEPARATING CULTIVATED FIELD FROM PASTURE ON
 MM0383'EDGE OF HILL.
 MM0383'
 MM0383'TO REACH FROM CUSTER HOTEL IN ARNOLD, GO WEST ON STATE HIGHWAY
 MM0383'16 FOR 5.0 MILES TO FIRST OF TWO SMALL BRIDGES.  TURN LEFT
 MM0383'(SOUTH) THROUGH GATE AND GO 0.4 MILE UP STEEP TRAIL TO GATE IN
 MM0383'FENCE AT TOP OF HILL.  STATION IS 0.2 MILE WEST OF THIS POINT,
 MM0383'BETWEEN FENCE AND EDGE OF A CLIFF.  A TRUCK MAY BE DRIVEN TO
 MM0383'STATION BY LOWERING TWO FENCES.
 MM0383'
 MM0383'REFERENCE MARK NO. 1 IS 0.4 MILE EAST OF STATION, NEAR EDGE
 MM0383'OF CLIFF, 1 FOOT NORTH OF FENCE LINE, 52 FEET WEST OF FENCE
 MM0383'CORNER (NORTHEAST CORNER OF FIELD), AND PROJECTS 4 INCHES.
 MM0383'TO REACH FROM STATION, GO EAST 0.4 MILE ALONG EDGE OF CLIFF TO
 MM0383'MARK.
 MM0383'
 MM0383'REFERENCE MARK NO. 2 IS 87.51 FEET SOUTHEAST OF STATION, AND
 MM0383'PROJECTS 2 INCHES ABOVE GROUND.
 MM0383'
 MM0383'REFERENCE MARK NO. 3 IS 59.03 FEET SOUTHWEST BY WEST OF STATION,
 MM0383'AND PROJECTS 2 INCHES ABOVE GROUND.
 MM0383'
 MM0383'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 MM0383'IN SQUARE CONCRETE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1874 ***********************************************************************
 MK1874  DESIGNATION -  BEE
 MK1874  PID         -  MK1874
 MK1874  STATE/COUNTY-  NE/SEWARD
 MK1874  USGS QUAD   -  DWIGHT (1966)
 MK1874
 MK1874                         *CURRENT SURVEY CONTROL
 MK1874  ___________________________________________________________________
 MK1874* NAD 83(1995)-  41 00 13.41240(N)    097 06 03.78167(W)     ADJUSTED  
 MK1874* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 MK1874  ___________________________________________________________________
 MK1874  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 MK1874  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 MK1874
 MK1874  HORZ ORDER  -  SECOND
 MK1874
 MK1874.The horizontal coordinates were established by classical geodetic methods
 MK1874.and adjusted by the National Geodetic Survey in August 1997..
 MK1874
 MK1874.The orthometric height was scaled from a topographic map.
 MK1874
 MK1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1874
 MK1874.The geoid height was determined by GEOID03.
 MK1874
 MK1874;                    North         East     Units Scale Factor Converg.
 MK1874;SPC NE       -   134,031.726   743,770.278   MT  0.99969674   +1 55 16.0
 MK1874;UTM  14      - 4,540,907.351   659,699.695   MT  0.99991390   +1 14 46.2
 MK1874
 MK1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1874!SPC NE       -   0.99992965  x   0.99969674  =   0.99962641
 MK1874!UTM  14      -   0.99992965  x   0.99991390  =   0.99984356
 MK1874
 MK1874:                Primary Azimuth Mark                     Grid Az
 MK1874:SPC NE       -  GARLAND MUNICIPAL TANK                   121 08 24.2
 MK1874:UTM  14      -  GARLAND MUNICIPAL TANK                   121 48 54.0
 MK1874
 MK1874|---------------------------------------------------------------------|
 MK1874| PID    Reference Object                     Distance      Geod. Az  |
 MK1874|                                                           dddmmss.s |
 MK1874| LG1186 GARLAND MUNICIPAL TANK              APPROX.11.9 KM 1230340.2 |
 MK1874| MK1877 KEE 15                               69.545 METERS 17621     |
 MK1874| CN7845 BEE RM 1                             43.670 METERS 25148     |
 MK1874|---------------------------------------------------------------------|
 MK1874
 MK1874                          SUPERSEDED SURVEY CONTROL
 MK1874
 MK1874  NAD 83(1986)-  41 00 13.42160(N)    097 06 03.78096(W) AD(       ) 2
 MK1874  NAD 27      -  41 00 13.38068(N)    097 06 02.64492(W) AD(       ) 2
 MK1874
 MK1874.Superseded values are not recommended for survey control.
 MK1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1874.See file dsdata.txt to determine how the superseded data were derived.
 MK1874
 MK1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5970040907(NAD 83)
 MK1874_MARKER: DD = SURVEY DISK
 MK1874_SETTING: 0 = UNSPECIFIED SETTING
 MK1874
 MK1874  HISTORY     - Date     Condition        Report By
 MK1874  HISTORY     - 1967     MONUMENTED       USGS
 MK1874
 MK1874                          STATION DESCRIPTION
 MK1874
 MK1874'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK1874'THE STATION IS LOCATED APPROX. 6.5 MI N. OF SEWARD, T. 12 N., R.
 MK1874'3 E., NEAR THE COR. SECS. 16, 17, 20 AND 21, 253 FT N., 69 FT
 MK1874'E. OF CENTER CROSSROADS, 69 FT E. CENTER HWY. 15, 3 FT W. OF
 MK1874'FENCE, 3 FT W. USGS WITNESS POST.
 MK1874'
 MK1874'TO REACH THE STATION FROM THE NW. COR. OF THE SQUARE IN SEWARD,
 MK1874'GO N. AND W. ON STATE HWY. 15 FOR 6.7 MI TO STATION ON RIGHT
 MK1874'(E.) SIDE OF RD.
 MK1874'
 MK1874'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLET CRIMPED
 MK1874'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. TILES, 12 IN.
 MK1874'LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK1874'
 MK1874'THE STATION MARK IS STAMPED ET BEE 1967.
 MK1874'
 MK1874'REFERENCE MARK NO. 1 IS W. OF THE STATION, 209 FT N., 68 FT W.
 MK1874'OF CENTER OF CROSSROADS, 3 FT E. OF POLE, STAMPED BEE NO 1 1967.
 MK1874'
 MK1874'REFERENCE MARK NO. 2 IS NOT SET, BM 15 KEE USED.
 MK1874'
 MK1874'A TRAVERSE TIE WAS MADE TO BM 15 KEE
 MK1874'
 MK1874'AZIMUTH MARK MWT IN GARLAND (USC AND GS POSITION)
 MK1874'
 MK1874'B.M. 15 KEE IS 26 FEET N, 83 FEET E AND 0.9 FOOT LOWER THAN
 MK1874'CENTER OF HWY 15 AT GRAVEL ROAD CROSSING, IN CENTER OF N HEADWALL
 MK1874'OF CONCRETE BOX CULVERT, STAMPED 15 KEE 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0468 ***********************************************************************
 MM0468  DESIGNATION -  BEEKEN
 MM0468  PID         -  MM0468
 MM0468  STATE/COUNTY-  NE/ARTHUR
 MM0468  USGS QUAD   -  PACKARD RANCH (1971)
 MM0468
 MM0468                         *CURRENT SURVEY CONTROL
 MM0468  ___________________________________________________________________
 MM0468* NAD 83(1995)-  41 29 30.18332(N)    101 43 55.90965(W)     ADJUSTED  
 MM0468* NAVD 88     -      1097.     (meters)    3599.     (feet)  SCALED    
 MM0468  ___________________________________________________________________
 MM0468  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 MM0468  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 MM0468
 MM0468  HORZ ORDER  -  THIRD
 MM0468
 MM0468.The horizontal coordinates were established by classical geodetic methods
 MM0468.and adjusted by the National Geodetic Survey in August 1997..
 MM0468
 MM0468.The orthometric height was scaled from a topographic map.
 MM0468
 MM0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0468
 MM0468.The geoid height was determined by GEOID03.
 MM0468
 MM0468;                    North         East     Units Scale Factor Converg.
 MM0468;SPC NE       -   185,570.988   355,408.804   MT  0.99965863   -1 08 52.5
 MM0468;UTM  14      - 4,596,948.921   271,923.492   MT  1.00024021   -1 48 39.2
 MM0468
 MM0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0468!SPC NE       -   0.99983109  x   0.99965863  =   0.99948978
 MM0468!UTM  14      -   0.99983109  x   1.00024021  =   1.00007126
 MM0468
 MM0468:                Primary Azimuth Mark                     Grid Az
 MM0468:SPC NE       -  BEEKEN AZ MK                             110 45 50.8
 MM0468:UTM  14      -  BEEKEN AZ MK                             111 25 37.5
 MM0468
 MM0468|---------------------------------------------------------------------|
 MM0468| PID    Reference Object                     Distance      Geod. Az  |
 MM0468|                                                           dddmmss.s |
 MM0468| CP7407 BEEKEN AZ MK                                       1093658.3 |
 MM0468| CP7408 BEEKEN RM 1                          12.162 METERS 12455     |
 MM0468| CP7409 BEEKEN RM 2                          12.984 METERS 24220     |
 MM0468|---------------------------------------------------------------------|
 MM0468
 MM0468                          SUPERSEDED SURVEY CONTROL
 MM0468
 MM0468  NAD 83(1986)-  41 29 30.18428(N)    101 43 55.91411(W) AD(       ) 3
 MM0468  NAD 27      -  41 29 30.24100(N)    101 43 54.27400(W) AD(       ) 3
 MM0468
 MM0468.Superseded values are not recommended for survey control.
 MM0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0468.See file dsdata.txt to determine how the superseded data were derived.
 MM0468
 MM0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7192396949(NAD 83)
 MM0468_MARKER: DS = TRIANGULATION STATION DISK
 MM0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0468
 MM0468  HISTORY     - Date     Condition        Report By
 MM0468  HISTORY     - 1946     MONUMENTED       CGS
 MM0468
 MM0468                          STATION DESCRIPTION
 MM0468
 MM0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0468'LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF ARTHUR, 0.75 MILE
 MM0468'WEST OF STATE HIGHWAY NO. 61 AND 6.5 FEET EAST-SOUTHEAST OF
 MM0468'A WHITE REFERENCE POST ON THE HIGHEST POINT OF A PROMINENT
 MM0468'SAND HILL.  IT IS STAMPED BEEKEN 1946 AND PROJECTS 5 INCHES.
 MM0468'
 MM0468'REFERENCE MARK NO. 1 IS ABOUT FOUR FEET LOWER THAN THE STATION.
 MM0468'IT IS STAMPED BEEKEN NO 1 1946 AND PROJECTS 3 INCHES.
 MM0468'
 MM0468'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN THE STATION.
 MM0468'IT IS STAMPED BEEKEN NO 2 1946 AND PROJECTS 3 INCHES.
 MM0468'
 MM0468'THE AZIMUTH MARK IS IN A NORTH-SOUTH FENCE LINE, 40 FEET
 MM0468'EAST OF THE CENTER LINE OF STATE HIGHWAY NO. 61 AND 4 FEET
 MM0468'NORTH OF A REFERENCE POST.  IT IS STAMPED BEEKEN 1946 AND
 MM0468'PROJECTS 4 INCHES.
 MM0468'
 MM0468'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO
 MM0468'SOUTH ON STATE HIGHWAY NO. 61 FOR 5.65 MILES TO A SMALL
 MM0468'FARM HOME ON THE LEFT.  CONTINUE SOUTH FOR 1.35 MILES TO THE
 MM0468'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.5 MILE TO
 MM0468'A REVERSE Y INTERSECTION.  THEN SHARP RIGHT, NORTH, FOR
 MM0468'0.5 MILE TO A WIRE GATE ON THE LEFT.  THEN LEFT, THROUGH GATE
 MM0468'(NORTHWESTERLY) ON A VERY DIM TRACK ROAD FOR 0.2 MILE.  LEAVE
 MM0468'THE ROAD, TURN LEFT, (SOUTHWEST) FOR 0.4 MILE TO THE HIGHEST
 MM0468'POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1762 ***********************************************************************
 NM1762  DESIGNATION -  BELDEN MUNICIPAL STANDPIPE
 NM1762  PID         -  NM1762
 NM1762  STATE/COUNTY-  NE/CEDAR
 NM1762  USGS QUAD   -  BELDEN (1971)
 NM1762
 NM1762                         *CURRENT SURVEY CONTROL
 NM1762  ___________________________________________________________________
 NM1762* NAD 83(1995)-  42 24 37.42158(N)    097 12 37.35038(W)     ADJUSTED  
 NM1762* NAVD 88     -                                                        
 NM1762  ___________________________________________________________________
 NM1762  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 NM1762  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 NM1762
 NM1762  HORZ ORDER  -  THIRD
 NM1762
 NM1762.The horizontal coordinates were established by classical geodetic methods
 NM1762.and adjusted by the National Geodetic Survey in August 1997..
 NM1762
 NM1762
 NM1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1762
 NM1762.The geoid height was determined by GEOID03.
 NM1762
 NM1762;                    North         East     Units Scale Factor Converg.
 NM1762;SPC NE       -   289,834.925   729,541.940   MT  0.99978330   +1 50 55.2
 NM1762;UTM  14      - 4,696,894.867   647,258.537   MT  0.99986681   +1 12 25.9
 NM1762
 NM1762                          SUPERSEDED SURVEY CONTROL
 NM1762
 NM1762  NAD 83(1986)-  42 24 37.43085(N)    097 12 37.34496(W) AD(       ) 4
 NM1762  NAD 27      -  42 24 37.43000(N)    097 12 36.15000(W) AD(       ) 3
 NM1762
 NM1762.Superseded values are not recommended for survey control.
 NM1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1762.See file dsdata.txt to determine how the superseded data were derived.
 NM1762
 NM1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4725996895(NAD 83)
 NM1762_MARKER: 52 = STANDPIPE TANK
 NM1762
 NM1762  HISTORY     - Date     Condition        Report By
 NM1762  HISTORY     - 1940     FIRST OBSERVED   CGS
 NM1762
 NM1762                          STATION DESCRIPTION
 NM1762
 NM1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1762'STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE VILLAGE
 NM1762'OF BELDEN, NEBRASKA, IN A SMALL PUBLIC PARK.
 NM1762'
 NM1762'THE STRUCTURE IS PAINTED SILVER AND IS ABOUT 60 FEET HIGH.
 NM1762'THE BASE IS SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1265 ***********************************************************************
 LH1265  DESIGNATION -  BELFRY AND SPIRE
 LH1265  PID         -  LH1265
 LH1265  STATE/COUNTY-  NE/ADAMS
 LH1265  USGS QUAD   -  KENESAW (1969)
 LH1265
 LH1265                         *CURRENT SURVEY CONTROL
 LH1265  ___________________________________________________________________
 LH1265* NAD 83(1995)-  40 32 12.45616(N)    098 44 34.19495(W)     ADJUSTED  
 LH1265* NAVD 88     -                                                        
 LH1265  ___________________________________________________________________
 LH1265  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 LH1265  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 LH1265
 LH1265  HORZ ORDER  -  THIRD
 LH1265
 LH1265.The horizontal coordinates were established by classical geodetic methods
 LH1265.and adjusted by the National Geodetic Survey in August 1997..
 LH1265
 LH1265
 LH1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1265
 LH1265.The geoid height was determined by GEOID03.
 LH1265
 LH1265;                    North         East     Units Scale Factor Converg.
 LH1265;SPC NE       -    78,879.469   606,484.065   MT  0.99980035   +0 49 59.2
 LH1265;UTM  14      - 4,487,370.571   521,778.944   MT  0.99960584   +0 10 01.7
 LH1265
 LH1265                          SUPERSEDED SURVEY CONTROL
 LH1265
 LH1265  NAD 83(1986)-  40 32 12.46272(N)    098 44 34.19492(W) AD(       ) 4
 LH1265  NAD 27      -  40 32 12.41000(N)    098 44 32.93300(W) AD(       ) 3
 LH1265
 LH1265.Superseded values are not recommended for survey control.
 LH1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1265.See file dsdata.txt to determine how the superseded data were derived.
 LH1265
 LH1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2177987371(NAD 83)
 LH1265_MARKER: 89 = SPIRE
 LH1265
 LH1265  HISTORY     - Date     Condition        Report By
 LH1265  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1265
 LH1265                          STATION DESCRIPTION
 LH1265
 LH1265'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4115 ***********************************************************************
 AB4115  CBN         -  This is a Cooperative Base Network Control Station.
 AB4115  DESIGNATION -  BELMAR
 AB4115  PID         -  AB4115
 AB4115  STATE/COUNTY-  NE/KEITH
 AB4115  USGS QUAD   -  RUTHTON (1971)
 AB4115
 AB4115                         *CURRENT SURVEY CONTROL
 AB4115  ___________________________________________________________________
 AB4115* NAD 83(1995)-  41 19 19.05487(N)    102 01 28.22870(W)     ADJUSTED  
 AB4115* NAVD 88     -      1051.1    (meters)    3448.     (feet)  GPS OBS   
 AB4115  ___________________________________________________________________
 AB4115  X           -    -999,532.531 (meters)                     COMP
 AB4115  Y           -  -4,692,560.078 (meters)                     COMP
 AB4115  Z           -   4,190,022.933 (meters)                     COMP
 AB4115  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AB4115  ELLIP HEIGHT-        1030.57  (meters)          (09/24/01) GPS OBS
 AB4115  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 AB4115
 AB4115  HORZ ORDER  -  B
 AB4115  ELLP ORDER  -  FOURTH    CLASS I
 AB4115
 AB4115.The horizontal coordinates were established by GPS observations
 AB4115.and adjusted by the National Geodetic Survey in June 1996..
 AB4115
 AB4115.The orthometric height was determined by GPS observations and a
 AB4115.high-resolution geoid model.
 AB4115
 AB4115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4115
 AB4115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4115
 AB4115.The ellipsoidal height was determined by GPS observations
 AB4115.and is referenced to NAD 83.
 AB4115
 AB4115.The geoid height was determined by GEOID03.
 AB4115
 AB4115;                    North         East     Units Scale Factor Converg.
 AB4115;SPC NE       -   167,259.036   330,571.677   MT  0.99966372   -1 20 29.9
 AB4115;UTM  13      - 4,578,770.459   749,036.301   MT  1.00036333   +1 57 56.5
 AB4115;UTM  14      - 4,578,912.438   246,860.779   MT  1.00038869   -1 59 53.2
 AB4115
 AB4115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4115!SPC NE       -   0.99983838  x   0.99966372  =   0.99950215
 AB4115!UTM  13      -   0.99983838  x   1.00036333  =   1.00020165
 AB4115!UTM  14      -   0.99983838  x   1.00038869  =   1.00022700
 AB4115
 AB4115                          SUPERSEDED SURVEY CONTROL
 AB4115
 AB4115  ELLIP H (06/25/96) 1030.61   (m)                       GP(       ) 1 1
 AB4115
 AB4115.Superseded values are not recommended for survey control.
 AB4115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4115.See file dsdata.txt to determine how the superseded data were derived.
 AB4115
 AB4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4903678770(NAD 83)
 AB4115_MARKER: I = METAL ROD
 AB4115_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4115_STAMPING: BELMAR 1995
 AB4115_MARK LOGO: NGS   
 AB4115_PROJECTION: FLUSH
 AB4115_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4115+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4115_ROD/PIPE-DEPTH: 8.04 meters
 AB4115_SLEEVE-DEPTH  : 1 meters
 AB4115
 AB4115  HISTORY     - Date     Condition        Report By
 AB4115  HISTORY     - 1995     MONUMENTED       NGS
 AB4115
 AB4115                          STATION DESCRIPTION
 AB4115
 AB4115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4115'THE MARK IS LOCATED ABOUT 12.0 MI (19.3 KM) WEST-NORTHWEST OF LEMOYNE,
 AB4115'6.5 MI (10.5 KM) EAST OF LEWELLEN, 2.0 MI (3.2 KM) NORTH OF THE WEST
 AB4115'END OF LAKE MCCONAUGHY, ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 92
 AB4115'AND NEAR THE NORTH 1/4 CORNER, SEC33, T16N, R41W.  TO REACH THE MARK
 AB4115'FROM THE JUNCTION OF U.S. HIGHWAY 26 AND STATE HIGHWAY 92 AT THE EAST
 AB4115'EDGE OF LEWELLEN, GO EAST ON HIGHWAY 92 FOR 5.3 MI (8.5 KM) TO THE
 AB4115'MARK ON THE RIGHT, AT THE WEST END OF A CURVE TO THE RIGHT, OPPOSITE A
 AB4115'FENCE CORNER ON THE LEFT.  THE MARK IS A STAINLESS STEEL ROD, WITH A 1
 AB4115'METER (3.3 FT) SLEEVE, THAT IS SET WITHIN A 5-INCH PVC PIPE WITH A
 AB4115'LOGO CAP THAT IS FLUSH WITH THE GROUND.  IT IS 79.2 FT (24.1 M) SOUTH
 AB4115'OF THE CENTERLINE OF THE HIGHWAY, 9.0 FT (2.7 M) EAST OF A WOODEN
 AB4115'FENCE POST, 6.7 FT (2.0 M) WEST-NORTHWEST OF A WOODEN FENCE POST, 2.0
 AB4115'FT (0.6 M) NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND A WITNESS POST,
 AB4115'AND ABOUT 12 FT (3.7 M) HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0691 ***********************************************************************
 NN0691  DESIGNATION -  BELT
 NN0691  PID         -  NN0691
 NN0691  STATE/COUNTY-  NE/HOLT
 NN0691  USGS QUAD   -  EMMET NW (1986)
 NN0691
 NN0691                         *CURRENT SURVEY CONTROL
 NN0691  ___________________________________________________________________
 NN0691* NAD 83(1995)-  42 29 36.45630(N)    098 53 58.90207(W)     ADJUSTED  
 NN0691* NAVD 88     -       636.     (meters)    2087.     (feet)  SCALED    
 NN0691  ___________________________________________________________________
 NN0691  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 NN0691  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 NN0691
 NN0691  HORZ ORDER  -  THIRD
 NN0691
 NN0691.The horizontal coordinates were established by classical geodetic methods
 NN0691.and adjusted by the National Geodetic Survey in August 1997..
 NN0691
 NN0691.The orthometric height was scaled from a topographic map.
 NN0691
 NN0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0691
 NN0691.The geoid height was determined by GEOID03.
 NN0691
 NN0691;                    North         East     Units Scale Factor Converg.
 NN0691;SPC NE       -   295,932.081   590,433.537   MT  0.99980732   +0 43 45.0
 NN0691;UTM  14      - 4,704,571.771   508,242.531   MT  0.99960084   +0 04 03.9
 NN0691
 NN0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0691!SPC NE       -   0.99990401  x   0.99980732  =   0.99971135
 NN0691!UTM  14      -   0.99990401  x   0.99960084  =   0.99950489
 NN0691
 NN0691|---------------------------------------------------------------------|
 NN0691| PID    Reference Object                     Distance      Geod. Az  |
 NN0691|                                                           dddmmss.s |
 NN0691| CO2221 BELT RM 1                            19.417 METERS 18249     |
 NN0691| CO2220 BELT AZ MK                                         2302953.2 |
 NN0691| CO2222 BELT RM 2                            19.076 METERS 26639     |
 NN0691|---------------------------------------------------------------------|
 NN0691
 NN0691                          SUPERSEDED SURVEY CONTROL
 NN0691
 NN0691  NAD 83(1986)-  42 29 36.46230(N)    098 53 58.90936(W) AD(       ) 3
 NN0691  NAD 27      -  42 29 36.44900(N)    098 53 57.55800(W) AD(       ) 3
 NN0691
 NN0691.Superseded values are not recommended for survey control.
 NN0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0691.See file dsdata.txt to determine how the superseded data were derived.
 NN0691
 NN0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0824304572(NAD 83)
 NN0691_MARKER: DS = TRIANGULATION STATION DISK
 NN0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0691
 NN0691  HISTORY     - Date     Condition        Report By
 NN0691  HISTORY     - 1949     MONUMENTED       CGS
 NN0691
 NN0691                          STATION DESCRIPTION
 NN0691
 NN0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0691'THE STATION IS LOCATED ABOUT 4.0 MILES EAST AND 3.0 MILES
 NN0691'SOUTH OF ATKINSON, 5.0 MILES WEST AND 1-1/2 MILES NORTH OF
 NN0691'EMMET AND 0.25 MILE NORTH OF U.S. HIGHWAY 20, ON THE NORTH
 NN0691'SIDE OF EAST-WEST SECTION LINE ROAD.  IT IS 25-1/2 FEET NORTH
 NN0691'OF THE CENTER OF EAST-WEST ROAD AND 63.7 FEET NORTH OF POWER
 NN0691'LINE POLE NO 4.  IT IS STAMPED BELT 1949 AND PROJECTS 2 INCHES.
 NN0691'
 NN0691'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 32 FEET SOUTH
 NN0691'OF THE CENTER OF EAST-WEST ROAD AND 6 INCHES WEST OF POWER
 NN0691'LINE POLE NO 4.  IT IS STAMPED BELT NO 1 1949 AND PROJECTS
 NN0691'2 INCHES.
 NN0691'
 NN0691'REFERENCE MARK NO 2 IS WEST OF THE STATION, 25 FEET NORTH OF
 NN0691'THE CENTER OF EAST-WEST ROAD.  IT IS STAMPED BELT NO 2 1949
 NN0691'AND PROJECTS 3 INCHES.
 NN0691'
 NN0691'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION,
 NN0691'80 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO 20, 10 FEET
 NN0691'EAST OF THE CENTER OF DRIVEWAY ACROSS RAILROAD TRACK, 8 FEET
 NN0691'NORTH OF NORTH RAIL OF RAILROAD TRACK AND 4 FEET WEST OF
 NN0691'WITNESS POST.  IT IS STAMPED BELT 1949 AND PROJECTS 2 INCHES.
 NN0691'
 NN0691'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NN0691'STATE ROUTE NO 11 JUST SOUTH OF THE FORD GARAGE IN THE SOUTHEAST
 NN0691'EDGE OF ATKINSON, GO SOUTHEAST ON U.S. HIGHWAY 20 FOR 4.0
 NN0691'MILES TO SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD ON U.S.
 NN0691'HIGHWAY NO 20 FOR 0.2 MILE TO DRIVEWAY ACROSS RAILROAD TRACKS
 NN0691'AND AZIMUTH MARK AS DESCRIBED, BEAR LEFT ON TRACK ROAD AND GO
 NN0691'EAST FOR 0.35 MILE TO THE STATION ON THE NORTH SIDE AS
 NN0691'DESCRIBED.
 NN0691'
 NN0691'AN 87 FOOT SIGNAL AT STATION EMMET IS VISIBLE AT 37 FEET
 NN0691'
 NN0691'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 4 FEET
 NN0691'
 NN0691'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0851 ***********************************************************************
 LG0851  DESIGNATION -  BELVIDERE
 LG0851  PID         -  LG0851
 LG0851  STATE/COUNTY-  NE/THAYER
 LG0851  USGS QUAD   -  BRUNING (1960)
 LG0851
 LG0851                         *CURRENT SURVEY CONTROL
 LG0851  ___________________________________________________________________
 LG0851* NAD 83(1995)-  40 16 41.52299(N)    097 34 01.24867(W)     ADJUSTED  
 LG0851* NAVD 88     -       484.     (meters)    1588.     (feet)  SCALED    
 LG0851  ___________________________________________________________________
 LG0851  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 LG0851  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 LG0851
 LG0851  HORZ ORDER  -  THIRD
 LG0851
 LG0851.The horizontal coordinates were established by classical geodetic methods
 LG0851.and adjusted by the National Geodetic Survey in August 1997..
 LG0851
 LG0851.The orthometric height was scaled from a topographic map.
 LG0851
 LG0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0851
 LG0851.The geoid height was determined by GEOID03.
 LG0851
 LG0851;                    North         East     Units Scale Factor Converg.
 LG0851;SPC NE       -    52,305.919   706,865.567   MT  0.99988581   +1 36 44.4
 LG0851;UTM  14      - 4,459,620.538   621,823.563   MT  0.99978269   +0 55 35.5
 LG0851
 LG0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0851!SPC NE       -   0.99992826  x   0.99988581  =   0.99981408
 LG0851!UTM  14      -   0.99992826  x   0.99978269  =   0.99971097
 LG0851
 LG0851:                Primary Azimuth Mark                     Grid Az
 LG0851:SPC NE       -  BRUNING MUNICIPAL TANK                   359 04 42.9
 LG0851:UTM  14      -  BRUNING MUNICIPAL TANK                   359 45 51.8
 LG0851
 LG0851|---------------------------------------------------------------------|
 LG0851| PID    Reference Object                     Distance      Geod. Az  |
 LG0851|                                                           dddmmss.s |
 LG0851| LG0852 BRUNING MUNICIPAL TANK              APPROX. 6.3 KM 0004127.3 |
 LG0851| CN7877 BELVIDERE RM 2                                     12258     |
 LG0851| LG0854 BELVIDERE MUNICIPAL TANK            APPROX. 2.7 KM 1630216.0 |
 LG0851| CN7875 BELVIDERE AZ MK                                    2675634.9 |
 LG0851| CN7876 BELVIDERE RM 1                       12.933 METERS 35801     |
 LG0851|---------------------------------------------------------------------|
 LG0851
 LG0851                          SUPERSEDED SURVEY CONTROL
 LG0851
 LG0851  NAD 83(1986)-  40 16 41.52908(N)    097 34 01.24982(W) AD(       ) 3
 LG0851  NAD 27      -  40 16 41.52500(N)    097 34 00.10800(W) AD(       ) 3
 LG0851
 LG0851.Superseded values are not recommended for survey control.
 LG0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0851.See file dsdata.txt to determine how the superseded data were derived.
 LG0851
 LG0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2182459621(NAD 83)
 LG0851_MARKER: DS = TRIANGULATION STATION DISK
 LG0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0851
 LG0851  HISTORY     - Date     Condition        Report By
 LG0851  HISTORY     - 1950     MONUMENTED       CGS
 LG0851
 LG0851                          STATION DESCRIPTION
 LG0851
 LG0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0851'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF BELVIDERE AND
 LG0851'4 MILES SOUTH OF BRUNING, ON A SMALL KNOLL MADE BY THE EXCAVATION
 LG0851'OF A CUT MADE IN A RAILROAD BED.  IT IS 64 FEET NORTH OF THE
 LG0851'CENTERLINE OF A DIRT ROAD, 62 FEET EAST OF THE EAST RAIL OF A
 LG0851'RAILROAD TRACK, 46 FEET NORTHWEST OF A POWERLINE POLE, 37 FEET
 LG0851'EAST SOUTHEAST OF A TELEPHONE POLE, 16 FEET EAST OF A
 LG0851'RIGHT-OF-WAY FENCELINE AND 7 FEET SOUTHEAST OF A WHITE WITNESS
 LG0851'POST.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 LG0851'IS STAMPED BELVIDERE 1950.
 LG0851'
 LG0851'REFERENCE MARK NO. 1 IS 63 FEET EAST OF THE EAST RAIL OF A
 LG0851'RAILROAD TRACK AND 16 FEET EAST OF A RIGHT-OF-WAY FENCELINE.
 LG0851'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LG0851'BELVIDERE NO 1 1950.
 LG0851'
 LG0851'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE CENTERLINE OF A
 LG0851'DIRT ROAD, 4 FEET NORTHEAST OF A POWERLINE POLE AND 2 FEET WEST
 LG0851'OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 LG0851'DISK IS STAMPED BELVIDERE NO 2 1950.
 LG0851'
 LG0851'AZIMUTH MARK IS 50 FEET SOUTH SOUTHWEST OF A TELEPHONE POLE,
 LG0851'46 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 81, 19 FEET SOUTH
 LG0851'OF CENTERLINE OF A DIRT ROAD, 2 FEET EAST OF THE SOUTH END OF
 LG0851'A CONCRETE CULVERT, AND 1.5 FEET EAST OF A WHITE WITNESS POST.
 LG0851'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LG0851'BELVIDERE 1950.
 LG0851'
 LG0851'NOTE- A 3-FOOT BENCH AT AZIMUTH MARK IS NEEDED TO SHOW STATION.
 LG0851'
 LG0851'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THE SMALL
 LG0851'TOWN OF BRUNING, GO WEST ON THE MAIN STREET FOR 0.45 MILE TO
 LG0851'ITS JUNCTION WITH U.S. HIGHWAY 81.  TURN LEFT (SOUTH) ON U.S.
 LG0851'HIGHWAY 81 AND GO 3.9 MILES TO A CROSSROADS.  (AZIMUTH MARK IS
 LG0851'SOUTHEAST ANGLE OF CROSSROADS AS DESCRIBED.) TURN LEFT (EAST)
 LG0851'ON DIRT ROAD AND GO 0.55 MILE TO STATION ON LEFT JUST AFTER
 LG0851'CROSSING RAILROAD TRACKS.
 LG0851'
 LG0851'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0854 ***********************************************************************
 LG0854  DESIGNATION -  BELVIDERE MUNICIPAL TANK
 LG0854  PID         -  LG0854
 LG0854  STATE/COUNTY-  NE/THAYER
 LG0854  USGS QUAD   -  BRUNING (1960)
 LG0854
 LG0854                         *CURRENT SURVEY CONTROL
 LG0854  ___________________________________________________________________
 LG0854* NAD 83(1995)-  40 15 17.33504(N)    097 33 27.73438(W)     ADJUSTED  
 LG0854* NAVD 88     -                                                        
 LG0854  ___________________________________________________________________
 LG0854  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 LG0854  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 LG0854
 LG0854  HORZ ORDER  -  THIRD
 LG0854
 LG0854.The horizontal coordinates were established by classical geodetic methods
 LG0854.and adjusted by the National Geodetic Survey in August 1997..
 LG0854
 LG0854
 LG0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0854
 LG0854.The geoid height was determined by GEOID03.
 LG0854
 LG0854;                    North         East     Units Scale Factor Converg.
 LG0854;SPC NE       -    49,732.833   707,730.237   MT  0.99989452   +1 37 06.6
 LG0854;UTM  14      - 4,457,037.557   622,657.272   MT  0.99978520   +0 55 55.6
 LG0854
 LG0854                          SUPERSEDED SURVEY CONTROL
 LG0854
 LG0854  NAD 83(1986)-  40 15 17.33319(N)    097 33 27.73283(W) AD(       ) 4
 LG0854  NAD 27      -  40 15 17.33200(N)    097 33 26.59600(W) AD(       ) 3
 LG0854
 LG0854.Superseded values are not recommended for survey control.
 LG0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0854.See file dsdata.txt to determine how the superseded data were derived.
 LG0854
 LG0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2265757038(NAD 83)
 LG0854_MARKER: 53 = ELEVATED TANK
 LG0854
 LG0854  HISTORY     - Date     Condition        Report By
 LG0854  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0854  HISTORY     - 20050713 GOOD             USPSQD
 LG0854
 LG0854                          STATION DESCRIPTION
 LG0854
 LG0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0854'IT IS LOCATED IN THE NORTH EDGE OF THE TOWN, 0.2 MILE NORTH
 LG0854'OF THE CENTER OF THE BUSINESS DISTRICT, 65 FEET SOUTH OF THE
 LG0854'CENTER OF AN EAST-WEST GRAVELED STREET, AND 57 FEET EAST OF
 LG0854'THE CENTER OF A NORTH-SOUTH GRAVELED STREET.  TANK PROPER IS
 LG0854'SUPPORTED BY A FOUR LEGGED STEEL TRUSWORK STRUCTURE.  IT HAS
 LG0854'A CONICAL SHAPED ROOF WITH A BALL AT ITS APEX.  THE OVERALL
 LG0854'HEIGHT IS APPROXIMATELY 65 FEET.  THE BALL AT THE APEX OF
 LG0854'THE ROOF WAS THE POINT OBSERVED UPON.
 LG0854
 LG0854                          STATION RECOVERY (2005)
 LG0854
 LG0854'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0854'STATION FOUND GOOD. THE EAST-WEST ROAD REFERENCED IN THE 1947
 LG0854'DESCRIPTION IS 9TH STREET, THE NORTH-SOUTH ROAD IS 'C' STREET. TANK IS
 LG0854'IN THE SOUTHEAST CORNER OF THE INTERSECTION OF 9TH AND 'C' STREETS.
 LG0854'TANK HAS A GREEN ROOF, SILVER BOWL AND LEGS AND HAS BLACK LETTERS
 LG0854'BELVEDERE ON THE BOWL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2065 ***********************************************************************
 MK2065  DESIGNATION -  BEND
 MK2065  PID         -  MK2065
 MK2065  STATE/COUNTY-  NE/DODGE
 MK2065  USGS QUAD   -  MALMO NW (1968)
 MK2065
 MK2065                         *CURRENT SURVEY CONTROL
 MK2065  ___________________________________________________________________
 MK2065* NAD 83(1995)-  41 27 34.20680(N)    096 43 56.10210(W)     ADJUSTED  
 MK2065* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 MK2065  ___________________________________________________________________
 MK2065  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 MK2065  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 MK2065
 MK2065  HORZ ORDER  -  SECOND
 MK2065
 MK2065.The horizontal coordinates were established by classical geodetic methods
 MK2065.and adjusted by the National Geodetic Survey in August 1997..
 MK2065
 MK2065.The orthometric height was scaled from a topographic map.
 MK2065
 MK2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2065
 MK2065.The geoid height was determined by GEOID03.
 MK2065
 MK2065;                    North         East     Units Scale Factor Converg.
 MK2065;SPC NE       -   185,702.738   772,856.375   MT  0.99965892   +2 09 55.9
 MK2065;UTM  14      - 4,592,250.467   689,396.706   MT  1.00004146   +1 30 06.8
 MK2065
 MK2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2065!SPC NE       -   0.99994403  x   0.99965892  =   0.99960297
 MK2065!UTM  14      -   0.99994403  x   1.00004146  =   0.99998549
 MK2065
 MK2065|---------------------------------------------------------------------|
 MK2065| PID    Reference Object                     Distance      Geod. Az  |
 MK2065|                                                           dddmmss.s |
 MK2065| CL6862 BEND RM 2                            24.214 METERS 09404     |
 MK2065| MK0905 INDIAN                              APPROX. 5.3 KM 2333729.3 |
 MK2065| CL6861 BEND RM 1                            12.905 METERS 27117     |
 MK2065|---------------------------------------------------------------------|
 MK2065
 MK2065                          SUPERSEDED SURVEY CONTROL
 MK2065
 MK2065  NAD 83(1986)-  41 27 34.21487(N)    096 43 56.10330(W) AD(       ) 2
 MK2065  NAD 27      -  41 27 34.20092(N)    096 43 55.00134(W) AD(       ) 2
 MK2065
 MK2065.Superseded values are not recommended for survey control.
 MK2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2065.See file dsdata.txt to determine how the superseded data were derived.
 MK2065
 MK2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8939792250(NAD 83)
 MK2065_MARKER: DB = BENCH MARK DISK
 MK2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2065_STAMPING: BEND 1967
 MK2065_MARK LOGO: CGS   
 MK2065_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2065+STABILITY: SURFACE MOTION
 MK2065
 MK2065  HISTORY     - Date     Condition        Report By
 MK2065  HISTORY     - 1967     MONUMENTED       USGS
 MK2065  HISTORY     - 19961026 GOOD             NGS
 MK2065
 MK2065                          STATION DESCRIPTION
 MK2065
 MK2065'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2065'THE STATION IS LOCATED ABOUT 2.5 MI E. OF N. BEND, T. 17 N., R.
 MK2065'6 E., NEAR THE QUARTER COR. SECS. 9 AND 10, 60 FT N., 43 FT W. OF
 MK2065'CENTER OF CROSSROADS, ON U.S. HWY. 30, 60 FT N. OF CENTER OF U.S.
 MK2065'HWY. 30, 12 FT S. OF CENTER OF E.-W. DIRT FIELD RD., 12 FT S.,
 MK2065'43 FT W. OF CENTER OF DIRT CROSSROADS, ON N. SIDE OF HWY. 30,
 MK2065'13 FT W. OF TELEPHONE POLE, 6.5 FT W. OF USGS WITNESS POST
 MK2065'STAMPED ET BEND 1967.
 MK2065'
 MK2065'TO REACH THE STATION FROM THE JCT. OF STATE HWY. 79 AND U.S. HWY.
 MK2065'30, AT N. BEND, GO E. ALONG U.S. HWY. 30 FOR 2.5 MI TO A CROSSROADS
 MK2065'AND STATION ON THE LEFT (NW. CORNER OF CROSSROADS) SIDE OF U.S.
 MK2065'HWY. 30.
 MK2065'
 MK2065'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED ON
 MK2065'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES 12 IN.
 MK2065'LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 MK2065'
 MK2065'REFERENCE MARK 1 IS W. OF THE STATION, 60 FT N. OF CENTER OF
 MK2065'U.S. HWY. 30, 60 FT N., 85 FT W. OF CENTER OF CROSSROADS, ON
 MK2065'HWY. 30, STAMPED BEND NO 1 1967.
 MK2065'
 MK2065'REFERENCE MARK 2 IS E. OF THE STATION, 54 FT N., 38 FT E. OF
 MK2065'CENTER OF CROSSROADS, ON HWY. 30, 14 FT S. OF DIRT E.-W. RD..
 MK2065'STAMPED BEND NO 2 1967.
 MK2065'
 MK2065'AZIMUTH MARK=NONE SET.
 MK2065'
 MK2065'REFERENCE AZIMUTH - NONE OBSERVED.
 MK2065
 MK2065                          STATION RECOVERY (1996)
 MK2065
 MK2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JC)
 MK2065'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2212 ***********************************************************************
 MK2212  DESIGNATION -  BENEDICT AZ MK 3
 MK2212  PID         -  MK2212
 MK2212  STATE/COUNTY-  NE/YORK
 MK2212  USGS QUAD   -  STROMSBURG (1965)
 MK2212
 MK2212                         *CURRENT SURVEY CONTROL
 MK2212  ___________________________________________________________________
 MK2212* NAD 83(1995)-  41 00 01.50904(N)    097 35 50.61260(W)     ADJUSTED  
 MK2212* NAVD 88     -       511.     (meters)    1677.     (feet)  SCALED    
 MK2212  ___________________________________________________________________
 MK2212  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 MK2212  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 MK2212
 MK2212  HORZ ORDER  -  THIRD
 MK2212
 MK2212.The horizontal coordinates were established by classical geodetic methods
 MK2212.and adjusted by the National Geodetic Survey in August 1997..
 MK2212
 MK2212.The orthometric height was scaled from a topographic map.
 MK2212
 MK2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2212
 MK2212.The geoid height was determined by GEOID03.
 MK2212
 MK2212;                    North         East     Units Scale Factor Converg.
 MK2212;SPC NE       -   132,385.106   702,055.348   MT  0.99969725   +1 35 31.9
 MK2212;UTM  14      - 4,539,750.966   617,962.365   MT  0.99977126   +0 55 13.1
 MK2212
 MK2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2212!SPC NE       -   0.99992401  x   0.99969725  =   0.99962128
 MK2212!UTM  14      -   0.99992401  x   0.99977126  =   0.99969529
 MK2212
 MK2212                          SUPERSEDED SURVEY CONTROL
 MK2212
 MK2212  NAD 83(1986)-  41 00 01.51797(N)    097 35 50.61433(W) AD(       ) 3
 MK2212
 MK2212.Superseded values are not recommended for survey control.
 MK2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2212.See file dsdata.txt to determine how the superseded data were derived.
 MK2212
 MK2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1796239751(NAD 83)
 MK2212_MARKER: DZ = AZIMUTH MARK DISK
 MK2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2212_SP_SET: CONCRETE POST
 MK2212_STAMPING: BENEDICT 1950 NO 3 1983
 MK2212_MARK LOGO: NGS   
 MK2212_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MK2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2212+STABILITY: SURFACE MOTION
 MK2212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2212+SATELLITE: SATELLITE OBSERVATIONS - 1983
 MK2212
 MK2212  HISTORY     - Date     Condition        Report By
 MK2212  HISTORY     - 1983     MONUMENTED       NGS
 MK2212
 MK2212                          STATION DESCRIPTION
 MK2212
 MK2212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MK2212'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) NORTH FROM YORK, 0.8 KM
 MK2212'(0.5 MI) EAST-SOUTHEAST FROM BENEDICT AND ON THE EAST RIGHT-OF-WAY OF
 MK2212'U.S. HIGHWAY 81.
 MK2212'TO REACH FROM THE POST OFFICE IN BENEDICT, GO SOUTH FOR 0.32 KM
 MK2212'(0.20 MI) TO A T-ROAD.  TURN LEFT AND GO EAST FOR 0.72 KM (0.45 MI)
 MK2212'TO U.S. HIGHWAY 81.  TURN RIGHT AND GO SOUTH ON THE HIGHWAY FOR 0.24
 MK2212'KM (0.15 MI) TO THE MARK ON THE LEFT.
 MK2212'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 MK2212'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED 0.76
 MK2212'M (2.49 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 21.33 M
 MK2212'(69.98 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY AND 0.61 M
 MK2212'(2.00 FT) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1409 ***********************************************************************
 LG1409  DESIGNATION -  BENEDICT RESET
 LG1409  PID         -  LG1409
 LG1409  STATE/COUNTY-  NE/YORK
 LG1409  USGS QUAD   -  YORK NORTH (1980)
 LG1409
 LG1409                         *CURRENT SURVEY CONTROL
 LG1409  ___________________________________________________________________
 LG1409* NAD 83(1995)-  40 59 43.51529(N)    097 35 52.83691(W)     ADJUSTED  
 LG1409* NAVD 88     -       510.     (meters)    1673.     (feet)  SCALED    
 LG1409  ___________________________________________________________________
 LG1409  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 LG1409  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 LG1409
 LG1409  HORZ ORDER  -  THIRD
 LG1409
 LG1409.The horizontal coordinates were established by classical geodetic methods
 LG1409.and adjusted by the National Geodetic Survey in August 1997..
 LG1409
 LG1409.The orthometric height was scaled from a topographic map.
 LG1409
 LG1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1409
 LG1409.The geoid height was determined by GEOID03.
 LG1409
 LG1409;                    North         East     Units Scale Factor Converg.
 LG1409;SPC NE       -   131,828.968   702,018.815   MT  0.99969802   +1 35 30.4
 LG1409;UTM  14      - 4,539,195.254   617,919.308   MT  0.99977114   +0 55 11.3
 LG1409
 LG1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1409!SPC NE       -   0.99992406  x   0.99969802  =   0.99962211
 LG1409!UTM  14      -   0.99992406  x   0.99977114  =   0.99969522
 LG1409
 LG1409:                Primary Azimuth Mark                     Grid Az
 LG1409:SPC NE       -  BENEDICT AZ MK 3                         003 45 30.4
 LG1409:UTM  14      -  BENEDICT AZ MK 3                         004 25 49.5
 LG1409
 LG1409|---------------------------------------------------------------------|
 LG1409| PID    Reference Object                     Distance      Geod. Az  |
 LG1409|                                                           dddmmss.s |
 LG1409| MK2212 BENEDICT AZ MK 3                    APPROX. 0.6 KM 0052100.8 |
 LG1409| MK2215 CP 72 NW E                                         02845     |
 LG1409| LG1439 BENEDICT RM 4                        15.490 METERS 03942     |
 LG1409| MK2214 CP 71 NW E                                         04129     |
 LG1409| LG1436 BENEDICT RM 1                        24.640 METERS 04911     |
 LG1409| LG1440 BENEDICT RM 5                         9.965 METERS 08438     |
 LG1409| LG1438 BENEDICT RM 3                        53.313 METERS 16442     |
 LG1409| LG0909 YORK RADIO STA KAA 639 MAST         APPROX.17.7 KM 1744555.3 |
 LG1409| LG1434 BENEDICT AZ MK                                     1781436.0 |
 LG1409| LG1435 BENEDICT AZ MK 2                                   17838     |
 LG1409| LG1437 BENEDICT RM 2                        21.020 METERS 27012     |
 LG1409|---------------------------------------------------------------------|
 LG1409
 LG1409                          SUPERSEDED SURVEY CONTROL
 LG1409
 LG1409  NAD 83(1986)-  40 59 43.52422(N)    097 35 52.83902(W) AD(       ) 3
 LG1409  NAD 27      -  40 59 43.47000(N)    097 35 51.64400(W) AD(       ) 3
 LG1409
 LG1409.Superseded values are not recommended for survey control.
 LG1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1409.See file dsdata.txt to determine how the superseded data were derived.
 LG1409
 LG1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1791939195(NAD 83)
 LG1409_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1409_SP_SET: CONCRETE POST
 LG1409_STAMPING: BENEDICT 1950 1977
 LG1409_MARK LOGO: NGS   
 LG1409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LG1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1409+STABILITY: SURFACE MOTION
 LG1409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1409+SATELLITE: SATELLITE OBSERVATIONS - 1977
 LG1409
 LG1409  HISTORY     - Date     Condition        Report By
 LG1409  HISTORY     - 1977     MONUMENTED       NGS
 LG1409
 LG1409                          STATION DESCRIPTION
 LG1409
 LG1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 LG1409'THE STATION, WHICH IS IN THE SAME HORIZONTAL POSITION AS
 LG1409'STATION-BENEDICT-IS LOCATED ABOUT 0.75 MI (1.21 KM) SOUTH-SOUTHEAST
 LG1409'FROM BENEDICT, 11 MI (17.7 KM) SOUTH FROM STROMSBURG, ON THE WEST
 LG1409'SIDE OF U.S. HIGHWAY 81 AND IN THE FARM YARD OWNED BY MR. FRANCES
 LG1409'LEIF, RURAL ROUTE 1, BENEDICT, NEBRASKA  68316.  TELEPHONE
 LG1409'402-732-6762.
 LG1409'TO REACH FROM THE POST OFFICE IN BENEDICT, GO SOUTH ON A STREET FOR
 LG1409'0.32 KM (0.20 MI) TO A T-ROAD.  TURN LEFT AND GO EAST ON A PAVED
 LG1409'STREET FOR 0.72 KM (0.45 MI) TO U.S. HIGHWAY 81.  TURN RIGHT AND GO
 LG1409'SOUTH ON THE HIGHWAY FOR 0.80 KM (0.50 MI) TO THE STATION ON THE
 LG1409'RIGHT, AT A FARM HOUSE.
 LG1409'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1409'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  THE UNDERGROUND
 LG1409'MARK IS RECESSED 1.02 M (3.35 FT) BELOW THE GROUND SURFACE.  THE
 LG1409'MARKS ARE 30.8 M (101.0 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 LG1409'20.12 M (66.01 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A GARAGE
 LG1409'ATTACHED TO THE HOUSE, 20.00 M (65.62 FT) WEST-NORTHWEST FROM THE
 LG1409'WEST END OF A CULVERT UNDER THE HIGHWAY, 15.79 M (51.80 FT) SOUTHWEST
 LG1409'FROM A WITNESS POST AND 30.84 M (101.18 FT) WEST FROM AND END POWER
 LG1409'POLE, WHICH IS GUYED.
 LG1409'THE STATION WAS VISITED IN 1982 IN ORDER TO VERIFY THE NEW AZIMUTH
 LG1409'MARK, HOWEVER CROPS PREVENTED ANY OBSERVATIONS BEING TAKEN.  THE
 LG1409'STATION WAS RE-VISITED ON JULY 26, 1983 AT WHICH TIME THE 1977
 LG1409'AZIMUTH MARK WAS FOUND DESTROYED AND RM 1 WAS SEARCHED FOR BUT NOT
 LG1409'FOUND AND PRESUMED DESTROYED BY RECENT ROAD CONSTRUCTION.  RM 3 WAS
 LG1409'RECOVERED BUT WAS OBSTRUCTED TO THE STATION AND WAS IN THE WAY OF
 LG1409'ROAD CONSTRUCTION.  IT WAS DESTROYED THIS DATE.  REFERENCE MARKS 4
 LG1409'AND 5 AND ANOTHER AZIMUTH WERE ESTABLISHED AT THIS TIME.
 LG1409'THIS DESCRIPTION ALSO REFLECTS THE LATEST VISIT TO THE STATION AND
 LG1409'MEASUREMENTS TO LOCAL OBJECTS ARE THE MOST RECENT, 1983, VALUES. FOR
 LG1409'ADDTIONAL INFORMATION SEE THE RECOVERY NOTES AND DESCRIPTIONS TO ALL
 LG1409'THE VARIOUS ACCESSORY MARKS FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0497 ***********************************************************************
 LJ0497  DESIGNATION -  BENKELMAN
 LJ0497  PID         -  LJ0497
 LJ0497  STATE/COUNTY-  NE/DUNDY
 LJ0497  USGS QUAD   -  BENKELMAN (1961)
 LJ0497
 LJ0497                         *CURRENT SURVEY CONTROL
 LJ0497  ___________________________________________________________________
 LJ0497* NAD 83(1995)-  40 02 59.90174(N)    101 32 25.29368(W)     ADJUSTED  
 LJ0497* NAVD 88     -       942.     (meters)    3091.     (feet)  SCALED    
 LJ0497  ___________________________________________________________________
 LJ0497  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 LJ0497  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 LJ0497
 LJ0497  HORZ ORDER  -  FIRST
 LJ0497
 LJ0497.The horizontal coordinates were established by classical geodetic methods
 LJ0497.and adjusted by the National Geodetic Survey in August 1997..
 LJ0497
 LJ0497.The orthometric height was scaled from a topographic map.
 LJ0497
 LJ0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0497
 LJ0497.The geoid height was determined by GEOID03.
 LJ0497
 LJ0497;                    North         East     Units Scale Factor Converg.
 LJ0497;SPC NE       -    25,225.724   368,568.583   MT  0.99997779   -1 01 14.8
 LJ0497;SPC KS N     -   196,483.938    97,956.163   MT  1.00005414   -2 14 24.1
 LJ0497;UTM  14      - 4,436,395.960   283,301.492   MT  1.00017811   -1 38 06.9
 LJ0497
 LJ0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0497!SPC NE       -   0.99985583  x   0.99997779  =   0.99983362
 LJ0497!SPC KS N     -   0.99985583  x   1.00005414  =   0.99990996
 LJ0497!UTM  14      -   0.99985583  x   1.00017811  =   1.00003391
 LJ0497
 LJ0497|---------------------------------------------------------------------|
 LJ0497| PID    Reference Object                     Distance      Geod. Az  |
 LJ0497|                                                           dddmmss.s |
 LJ0497| CP7423 BENKELMAN RM 1                       21.990 METERS 11016     |
 LJ0497| LJ0498 BENKELMAN 2                          30.335 METERS 15750     |
 LJ0497| CP7424 BENKELMAN RM 2                       29.420 METERS 19404     |
 LJ0497| CU8884 BENKELMAN AZ MK                                    3544216.6 |
 LJ0497|---------------------------------------------------------------------|
 LJ0497
 LJ0497                          SUPERSEDED SURVEY CONTROL
 LJ0497
 LJ0497  NAD 83(1986)-  40 02 59.90111(N)    101 32 25.29529(W) AD(       ) 1
 LJ0497  NAD 27      -  40 02 59.92100(N)    101 32 23.69700(W) AD(       ) 1
 LJ0497
 LJ0497.Superseded values are not recommended for survey control.
 LJ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0497.See file dsdata.txt to determine how the superseded data were derived.
 LJ0497
 LJ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8330136396(NAD 83)
 LJ0497_MARKER: DS = TRIANGULATION STATION DISK
 LJ0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0497
 LJ0497  HISTORY     - Date     Condition        Report By
 LJ0497  HISTORY     - 1935     MONUMENTED       CGS
 LJ0497  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LJ0497
 LJ0497                          STATION DESCRIPTION
 LJ0497
 LJ0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0497'THE STATION IS LOCATED ON HIGH GROUND IN THE WESTERN PART OF
 LJ0497'THE TOWN OF BENKELMAN, IN A VACANT LOT NEAR THE MUNICIPAL
 LJ0497'STANDPIPE.
 LJ0497'
 LJ0497'THE STATION MARK PROJECTS 3 INCHES AND IS
 LJ0497'122 FEET NORTH-NORTHWEST OF THE MUNICIPAL STANDPIPE.
 LJ0497'
 LJ0497'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE
 LJ0497'STATION, 94 FEET NORTH OF THE STANDPIPE, AND PROJECTS 4 INCHES.
 LJ0497'
 LJ0497'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE
 LJ0497'STATION, 66.6 FEET WEST OF THE STANDPIPE, AND PROJECTS 5 INCHES.
 LJ0497'
 LJ0497'THE AZIMUTH MARK PROJECTS 5 INCHES AND IS NORTH
 LJ0497'OF THE STATION.  IT IS LOCATED IN THE RIGHT-OF-WAY FENCE ON
 LJ0497'THE EAST SIDE OF A NORTH-AND-SOUTH GRADED ROAD AND IS AT A
 LJ0497'POINT 22 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 LJ0497'ROAD AND 45 FEET SOUTHEAST OF THE CENTER OF A T-INTERSECTION
 LJ0497'OF ROADS (STEM WEST).
 LJ0497'
 LJ0497'NOTE--THE DISTANCES FROM THE MARKS TO THE STANDPIPE ARE
 LJ0497'MEASURED TO THE CENTER OF THE STANDPIPE.
 LJ0497
 LJ0497                          STATION RECOVERY (1948)
 LJ0497
 LJ0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MZB)
 LJ0497'STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1935 AND ALL
 LJ0497'MARKS WERE IN GOOD CONDITION.  ALL MARKS AT THIS STATION,
 LJ0497'EXCEPT THE AZIMUTH MARK, WERE DUG OUT, RESET AND RESTAMPED
 LJ0497'IN THE ESTABLISHMENT OF A NEW STATION, BENKELMAN 2, 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0498 ***********************************************************************
 LJ0498  DESIGNATION -  BENKELMAN 2
 LJ0498  PID         -  LJ0498
 LJ0498  STATE/COUNTY-  NE/DUNDY
 LJ0498  USGS QUAD   -  BENKELMAN (1961)
 LJ0498
 LJ0498                         *CURRENT SURVEY CONTROL
 LJ0498  ___________________________________________________________________
 LJ0498* NAD 83(1995)-  40 02 58.99094(N)    101 32 24.81072(W)     ADJUSTED  
 LJ0498* NAVD 88     -       942.     (meters)    3091.     (feet)  SCALED    
 LJ0498  ___________________________________________________________________
 LJ0498  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 LJ0498  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 LJ0498
 LJ0498  HORZ ORDER  -  THIRD
 LJ0498
 LJ0498.The horizontal coordinates were established by classical geodetic methods
 LJ0498.and adjusted by the National Geodetic Survey in August 1997..
 LJ0498.No horizontal observational check was made to the station.
 LJ0498
 LJ0498.The orthometric height was scaled from a topographic map.
 LJ0498
 LJ0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0498
 LJ0498.The geoid height was determined by GEOID03.
 LJ0498
 LJ0498;                    North         East     Units Scale Factor Converg.
 LJ0498;SPC NE       -    25,197.433   368,579.528   MT  0.99997790   -1 01 14.5
 LJ0498;SPC KS N     -   196,455.418    97,966.505   MT  1.00005408   -2 14 23.8
 LJ0498;UTM  14      - 4,436,367.548   283,312.135   MT  1.00017806   -1 38 06.5
 LJ0498
 LJ0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0498!SPC NE       -   0.99985583  x   0.99997790  =   0.99983373
 LJ0498!SPC KS N     -   0.99985583  x   1.00005408  =   0.99990990
 LJ0498!UTM  14      -   0.99985583  x   1.00017806  =   1.00003386
 LJ0498
 LJ0498|---------------------------------------------------------------------|
 LJ0498| PID    Reference Object                     Distance      Geod. Az  |
 LJ0498|                                                           dddmmss.s |
 LJ0498| CP7425 BENKELMAN 2 RM 3                      6.386 METERS 14705     |
 LJ0498| CP7426 BENKELMAN 2 RM 4                      8.812 METERS 20207     |
 LJ0498| LJ0497 BENKELMAN                            30.335 METERS 33750     |
 LJ0498| CU8884 BENKELMAN AZ MK                                    3533442.0 |
 LJ0498|---------------------------------------------------------------------|
 LJ0498
 LJ0498                          SUPERSEDED SURVEY CONTROL
 LJ0498
 LJ0498  NAD 83(1986)-  40 02 58.99031(N)    101 32 24.81233(W) AD(       ) 3
 LJ0498  NAD 27      -  40 02 59.01000(N)    101 32 23.21400(W) AD(       ) 3
 LJ0498
 LJ0498.Superseded values are not recommended for survey control.
 LJ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0498.See file dsdata.txt to determine how the superseded data were derived.
 LJ0498
 LJ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8331236368(NAD 83)
 LJ0498_MARKER: DS = TRIANGULATION STATION DISK
 LJ0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0498_STAMPING: BENKELMAN 2 1948
 LJ0498_MARK LOGO: CGS   
 LJ0498_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0498+STABILITY: SURFACE MOTION
 LJ0498
 LJ0498  HISTORY     - Date     Condition        Report By
 LJ0498  HISTORY     - 1948     MONUMENTED       CGS
 LJ0498  HISTORY     - 1951     GOOD             CGS
 LJ0498  HISTORY     - 1959     GOOD             USGS
 LJ0498  HISTORY     - 19950425 GOOD             NGS
 LJ0498
 LJ0498                          STATION DESCRIPTION
 LJ0498
 LJ0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CAS)
 LJ0498'STATION IS LOCATED ON HIGH GROUND IN THE W PART OF THE TOWN OF
 LJ0498'BENKELMAN, ON THE TOWN PROPERTY, ABOUT 15 FEET N OF THE MUNICIPAL
 LJ0498'STANDPIPE, AND 133 FEET S OF AN E-W STREET.  MARK IS FLUSH
 LJ0498'WITH GROUND AND DISK IS STAMPED BENKELMAN 2 1948.
 LJ0498'
 LJ0498'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 LJ0498'IN CONCRETE.
 LJ0498'
 LJ0498'REFERENCE MARK 3 IS LOCATED AT THE NE SIDE OF THE STANDPIPE,
 LJ0498'2 FEET NE OF THE CONCRETE BASE.  IT IS A BRONZE REFERENCE
 LJ0498'DISK, STAMPED BENKELMAN 2 NO 3 1948, AND PROJECTS 2 INCHES.
 LJ0498'IT IS SET IN CONCRETE.
 LJ0498'
 LJ0498'REFERENCE MARK 4 IS LOCATED WSW OF THE STANDPIPE, 3 FEET W
 LJ0498'OF THE CONCRETE BASE.  IT IS A BRONZE REFERENCE DISK, STAMPED
 LJ0498'BENKELMAN 2 NO 4 1948, AND PROJECTS 5 INCHES.  IT IS SET IN
 LJ0498'CONCRETE.
 LJ0498'
 LJ0498'AZIMUTH MARK IS 0.4 MILE N OF THE STATION, 22 FEET E OF THE
 LJ0498'CENTER LINE OF A N-S ROAD, AND 45 FEET SE OF THE CENTER OF A
 LJ0498'RIGHT-ANGLE TURN W IN THE ROAD.  THE 1935 MARK WAS NOT DISTURBED
 LJ0498'IN POSITION BUT WAS STAMPED BENKELMAN 2 1948.  IT IS SET IN
 LJ0498'CONCRETE.
 LJ0498
 LJ0498                          STATION RECOVERY (1951)
 LJ0498
 LJ0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 LJ0498'THE TWO REFERENCE MARKS FOR THIS STATION WERE RECOVERED IN
 LJ0498'GOOD CONDITION.  NO DESCRIPTION FOR THIS STATION WAS FURNISHED
 LJ0498'THE RECONNAISSANCE PARTY AND THE STATION MARK WAS NOT LOCATED.
 LJ0498
 LJ0498                          STATION RECOVERY (1959)
 LJ0498
 LJ0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0498'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 LJ0498'IN GOOD CONDITION.
 LJ0498'
 LJ0498'THE AZIMUTH MARK IS HIDDEN BY NEW CONSTRUCTION BETWEEN MARK
 LJ0498'AND THE STATION AND IS USELESS WITHOUT AN ELEVATED SIGNAL.
 LJ0498
 LJ0498                          STATION RECOVERY (1995)
 LJ0498
 LJ0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 LJ0498'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0499 ***********************************************************************
 LJ0499  DESIGNATION -  BENKELMAN MUNICIPAL STANDPIPE
 LJ0499  PID         -  LJ0499
 LJ0499  STATE/COUNTY-  NE/DUNDY
 LJ0499  USGS QUAD   -  BENKELMAN (1961)
 LJ0499
 LJ0499                         *CURRENT SURVEY CONTROL
 LJ0499  ___________________________________________________________________
 LJ0499* NAD 83(1995)-  40 02 58.76320(N)    101 32 24.78213(W)     ADJUSTED  
 LJ0499* NAVD 88     -                                                        
 LJ0499  ___________________________________________________________________
 LJ0499  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 LJ0499  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 LJ0499
 LJ0499  HORZ ORDER  -  THIRD
 LJ0499
 LJ0499.The horizontal coordinates were established by classical geodetic methods
 LJ0499.and adjusted by the National Geodetic Survey in August 1997..
 LJ0499
 LJ0499
 LJ0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0499
 LJ0499.The geoid height was determined by GEOID03.
 LJ0499
 LJ0499;                    North         East     Units Scale Factor Converg.
 LJ0499;SPC NE       -    25,190.398   368,580.080   MT  0.99997793   -1 01 14.5
 LJ0499;SPC KS N     -   196,448.373    97,966.907   MT  1.00005407   -2 14 23.8
 LJ0499;UTM  14      - 4,436,360.506   283,312.612   MT  1.00017806   -1 38 06.5
 LJ0499
 LJ0499                          SUPERSEDED SURVEY CONTROL
 LJ0499
 LJ0499  NAD 83(1986)-  40 02 58.76204(N)    101 32 24.78291(W) AD(       ) 4
 LJ0499  NAD 27      -  40 02 58.78300(N)    101 32 23.18100(W) AD(       ) 3
 LJ0499
 LJ0499.Superseded values are not recommended for survey control.
 LJ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0499.See file dsdata.txt to determine how the superseded data were derived.
 LJ0499
 LJ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8331336361(NAD 83)
 LJ0499_MARKER: 52 = STANDPIPE TANK
 LJ0499
 LJ0499  HISTORY     - Date     Condition        Report By
 LJ0499  HISTORY     - 1935     FIRST OBSERVED   CGS
 LJ0499
 LJ0499                          STATION DESCRIPTION
 LJ0499
 LJ0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0499'THE BENKELMAN STANDPIPE, SILVER-COLORED, IS IN THE NORTHWESTERN
 LJ0499'PART OF THE CITY, ABOUT 35 YARDS SOUTH-SOUTHEAST OF STATION
 LJ0499'BENKELMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1143 ***********************************************************************
 LG1143  DESIGNATION -  BENNET AZ MK 2
 LG1143  PID         -  LG1143
 LG1143  STATE/COUNTY-  NE/LANCASTER
 LG1143  USGS QUAD   -  BENNET (1972)
 LG1143
 LG1143                         *CURRENT SURVEY CONTROL
 LG1143  ___________________________________________________________________
 LG1143* NAD 83(1995)-  40 41 49.83934(N)    096 30 23.09274(W)     ADJUSTED  
 LG1143* NAVD 88     -       414.614  (meters)    1360.28   (feet)  ADJUSTED  
 LG1143  ___________________________________________________________________
 LG1143  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 LG1143  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 LG1143  DYNAMIC HT  -         414.432 (meters)    1359.68  (feet)  COMP
 LG1143  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 LG1143
 LG1143  HORZ ORDER  -  THIRD
 LG1143  VERT ORDER  -  FIRST     CLASS II
 LG1143
 LG1143.The horizontal coordinates were established by classical geodetic methods
 LG1143.and adjusted by the National Geodetic Survey in August 1997..
 LG1143.No horizontal observational check was made to the station.
 LG1143
 LG1143.The orthometric height was determined by differential leveling
 LG1143.and adjusted by the National Geodetic Survey in May 1993..
 LG1143
 LG1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1143
 LG1143.The geoid height was determined by GEOID03.
 LG1143
 LG1143.The dynamic height is computed by dividing the NAVD 88
 LG1143.geopotential number by the normal gravity value computed on the
 LG1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1143.degrees latitude (g = 980.6199 gals.).
 LG1143
 LG1143.The modeled gravity was interpolated from observed gravity values.
 LG1143
 LG1143;                    North         East     Units Scale Factor Converg.
 LG1143;SPC NE       -   101,874.855   795,122.638   MT  0.99975739   +2 18 54.7
 LG1143;UTM  14      - 4,508,132.222   710,681.308   MT  1.00014637   +1 37 35.6
 LG1143
 LG1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1143!SPC NE       -   0.99993906  x   0.99975739  =   0.99969647
 LG1143!UTM  14      -   0.99993906  x   1.00014637  =   1.00008542
 LG1143
 LG1143                          SUPERSEDED SURVEY CONTROL
 LG1143
 LG1143  NAD 83(1986)-  40 41 49.84813(N)    096 30 23.09026(W) AD(       ) 3
 LG1143  NAD 27      -  40 41 49.85076(N)    096 30 22.04398(W) AD(       ) 3
 LG1143
 LG1143.Superseded values are not recommended for survey control.
 LG1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1143.See file dsdata.txt to determine how the superseded data were derived.
 LG1143
 LG1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1068108132(NAD 83)
 LG1143_MARKER: DZ = AZIMUTH MARK DISK
 LG1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1143_SP_SET: CONCRETE POST
 LG1143_STAMPING: BENNET 1961 AZ 2 1976
 LG1143_MARK LOGO: NGS   
 LG1143_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1143+STABILITY: SURFACE MOTION
 LG1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1143+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1999
 LG1143
 LG1143  HISTORY     - Date     Condition        Report By
 LG1143  HISTORY     - 1976     MONUMENTED       NGS
 LG1143  HISTORY     - 19911023 GOOD             NGS
 LG1143  HISTORY     - 19991014 GOOD             NEDR
 LG1143
 LG1143                          STATION DESCRIPTION
 LG1143
 LG1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1143'18.5 KM (11.50 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1143'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 1.6 KM
 LG1143'(1.00 MI) SOUTHERLY ALONG STATE HIGHWAY 43, 45.7 M (149.9 FT) SOUTH
 LG1143'OF THE CENTER OF A DRIVEWAY, 18.6 M (61.0 FT) EAST OF THE CENTERLINE
 LG1143'OF THE HIGHWAY, 12.5 M (41.0 FT) NORTH OF AND LEVEL WITH THE CENTER
 LG1143'OF SALTILLO ROAD, 1.9 M (6.2 FT) NORTH OF A RIGHT-OF-WAY POST, 0.5 M
 LG1143'(1.6 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 LG1143'GROUND SURFACE.
 LG1143
 LG1143                          STATION RECOVERY (1999)
 LG1143
 LG1143'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 LG1143'TO REACH THE MARK FROM THE INTERSECTION OF BENNET ROAD WITH STATE
 LG1143'HIGHWAY 43, IN BENNET, GO NORTH ON THE HIGHWAY FOR 1.61 KM (1.00 MI)
 LG1143'TO SALTILLO ROAD AND THE MARK IN THE NORTHEAST ANGLE OF THE
 LG1143'INTERSECTION, ON THE EAST RIGHT-OF-WAY OF THE HIGHWAY AND IN THE
 LG1143'SE1/4, SEC34, T9N, R8E.  IT IS SET INTO THE TOP OF A ROUND CONCRETE
 LG1143'POST THAT IS FLUSH WITH THE GROUND SURFACE, 149.9 FT (45.7 M) SOUTH OF
 LG1143'THE CENTERLINE OF A DRIVEWAY, 61.0 FT (18.6 M) EAST OF THE CENTERLINE
 LG1143'OF THE HIGHWAY, 41.0 FT (12.5 M) NORTH OF THE CENTERLINE OF SALTILLO
 LG1143'ROAD AND 1.6 FT (0.5 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1141 ***********************************************************************
 LG1141  DESIGNATION -  BENNET RESET
 LG1141  PID         -  LG1141
 LG1141  STATE/COUNTY-  NE/LANCASTER
 LG1141  USGS QUAD   -  BENNET (1972)
 LG1141
 LG1141                         *CURRENT SURVEY CONTROL
 LG1141  ___________________________________________________________________
 LG1141* NAD 83(1995)-  40 42 37.15319(N)    096 30 24.85853(W)     ADJUSTED  
 LG1141* NAVD 88     -       420.844  (meters)    1380.72   (feet)  ADJUSTED  
 LG1141  ___________________________________________________________________
 LG1141  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 LG1141  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 LG1141  DYNAMIC HT  -         420.661 (meters)    1380.12  (feet)  COMP
 LG1141  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 LG1141
 LG1141  HORZ ORDER  -  SECOND
 LG1141  VERT ORDER  -  FIRST     CLASS II
 LG1141
 LG1141.The horizontal coordinates were established by classical geodetic methods
 LG1141.and adjusted by the National Geodetic Survey in August 1997..
 LG1141
 LG1141.The orthometric height was determined by differential leveling
 LG1141.and adjusted by the National Geodetic Survey in May 1993..
 LG1141
 LG1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1141
 LG1141.The geoid height was determined by GEOID03.
 LG1141
 LG1141.The dynamic height is computed by dividing the NAVD 88
 LG1141.geopotential number by the normal gravity value computed on the
 LG1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1141.degrees latitude (g = 980.6199 gals.).
 LG1141
 LG1141.The modeled gravity was interpolated from observed gravity values.
 LG1141
 LG1141;                    North         East     Units Scale Factor Converg.
 LG1141;SPC NE       -   103,331.110   795,022.290   MT  0.99975421   +2 18 53.5
 LG1141;UTM  14      - 4,509,590.148   710,598.431   MT  1.00014594   +1 37 36.0
 LG1141
 LG1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1141!SPC NE       -   0.99993808  x   0.99975421  =   0.99969230
 LG1141!UTM  14      -   0.99993808  x   1.00014594  =   1.00008401
 LG1141
 LG1141|---------------------------------------------------------------------|
 LG1141| PID    Reference Object                     Distance      Geod. Az  |
 LG1141|                                                           dddmmss.s |
 LG1141| LG1331 BENNET RM 2                          38.009 METERS 06450     |
 LG1141| LG1143 BENNET AZ MK 2                      APPROX. 1.5 KM 1782222.6 |
 LG1141| LG1138 BENNET MUNICIPAL TANK               APPROX. 3.0 KM 1834035.2 |
 LG1141| CL6863 BENNET AZ MK                                       2801611.2 |
 LG1141| LG1330 BENNET RM 3                          24.950 METERS 35539     |
 LG1141| CL6864 BENNET RM 1                          24.916 METERS 35541     |
 LG1141|---------------------------------------------------------------------|
 LG1141
 LG1141                          SUPERSEDED SURVEY CONTROL
 LG1141
 LG1141  NAD 83(1986)-  40 42 37.16198(N)    096 30 24.85612(W) AD(       ) 2
 LG1141  NAD 27      -  40 42 37.16520(N)    096 30 23.81011(W) AD(       ) 2
 LG1141
 LG1141.Superseded values are not recommended for survey control.
 LG1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1141.See file dsdata.txt to determine how the superseded data were derived.
 LG1141
 LG1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1059809590(NAD 83)
 LG1141_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1141_SP_SET: CONCRETE POST
 LG1141_STAMPING: BENNET 1961 1976
 LG1141_MARK LOGO: NGS   
 LG1141_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1141+STABILITY: SURFACE MOTION
 LG1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1141+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG1141
 LG1141  HISTORY     - Date     Condition        Report By
 LG1141  HISTORY     - 1961     MONUMENTED       CGS
 LG1141  HISTORY     - 1976     GOOD             NGS
 LG1141  HISTORY     - 1976     GOOD             NGS
 LG1141  HISTORY     - 19911023 GOOD             NGS
 LG1141  HISTORY     - 19991014 GOOD             NEDR
 LG1141
 LG1141                          STATION DESCRIPTION
 LG1141
 LG1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1141'THE STATION IS ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 43,
 LG1141'ABOUT 2 MILES NORTH OF BENNET AND 453.7 FEET SOUTH OF THE
 LG1141'JUNCTION OF STATE HIGHWAYS 43 AND 2.
 LG1141'
 LG1141'TO REACH THE STATION FROM THE POST OFFICE IN BENNET, DRIVE EAST
 LG1141'FOR 0.1 MILE TO STATE HIGHWAY 43.  TURN LEFT AND DRIVE NORTH ON
 LG1141'THE HIGHWAY FOR 2.1 MILES TO THE STATION ON THE LEFT.
 LG1141'
 LG1141'SURFACE-STATION MARK, A STANDARD DISK STAMPED BENNET 1961, IS
 LG1141'SET IN THE TOP OF A 12 INCHES SQUARE CONCRETE POST, FLUSH WITH
 LG1141'THE SURFACE.  IT IS 54.0 FEET WEST OF THE CENTER OF THE HIGHWAY,
 LG1141'50.5 FEET NORTH OF A CONCRETE RIGHT-OF-WAY POST, 7.0 FEET EAST OF
 LG1141'THE WEST RIGHT-OF-WAY FENCE AND 6.5 FEET EAST OF A METAL
 LG1141'WITNESS POST WITH SIGN.
 LG1141'
 LG1141'UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED BENNET 1961,
 LG1141'IS SET IN THE TOP OF A MASS OF CONCRETE 40 INCHES BELOW THE
 LG1141'SURFACE OF THE GROUND.
 LG1141'
 LG1141'REFERENCE MARK 1, A STANDARD DISK STAMPED BENNET NO 1 1961, IS
 LG1141'SET IN THE TOP OF A 12 INCHES SQUARE CONCRETE MONUMENT PROJECTING
 LG1141'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 59.5 FEET WEST OF THE
 LG1141'CENTER OF THE HIGHWAY AND 1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY
 LG1141'FENCE.
 LG1141'
 LG1141'REFERENCE MARK 2, A STANDARD DISK STAMPED BENNET NO 2 1961, IS
 LG1141'SET IN THE TOP OF A 12 INCHES SQUARE CONCRETE MONUMENT PROJECTING
 LG1141'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 59.0 FEET EAST OF THE
 LG1141'CENTER OF THE HIGHWAY, 3.5 FEET NORTH OF A CONCRETE RIGHT-OF-WAY
 LG1141'POST AND 1.5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.
 LG1141'
 LG1141'THE PICTURE POINT IS THE CENTER OF THE INTERSECTION OF STATE
 LG1141'HIGHWAYS 43 AND 2.
 LG1141'
 LG1141'THE AZIMUTH MARK, A STANDARD DISK STAMPED BENNET 1961, IS SET IN
 LG1141'THE TOP OF A 12 INCHES SQUARE CONCRETE MONUMENT PROJECTING 6
 LG1141'INCHES ABOVE THE GROUND SURFACE.  IT IS 90.0 FEET NORTH OF THE
 LG1141'CENTER OF STATE HIGHWAY 2, 1.5 FEET NORTHEAST OF A METAL WITNESS
 LG1141'POST WITH SIGN AND 0.5 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 LG1141'FENCE.
 LG1141'
 LG1141'TO REACH THE AZIMUTH FROM THE STATION, DRIVE NORTH TO THE
 LG1141'INTERSECTION OF STATE HIGHWAYS 43 AND 2.  TURN LEFT AND CONTINUE
 LG1141'WEST ON STATE HIGHWAY 2 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 LG1141
 LG1141                          STATION RECOVERY (1976)
 LG1141
 LG1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1141'THE SUB-SURFACE STATION MARK, THE AZIMUTH MARK AND REFERENCE MARK
 LG1141'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE TOP OF THE
 LG1141'SURFACE STATION HAD BEEN BROKEN OFF AND NOT FOUND.  THE TOP OF
 LG1141'REFERENCE MARK 1 HAD BEEN BROKEN OFF AND FOUND LYING NEAR A
 LG1141'FENCELINE.  A NEW SURFACE STATION MARK WAS SET DIRECTLY ABOVE THE
 LG1141'UNDERGROUND STATION MARK AND REFERENCE MARK 3 AND AZIMUTH MARK
 LG1141'NO. 2 WERE ESTABLISHED THIS DATE.  THE 1961 AZIMUTH MARK WAS
 LG1141'NOT FOUND UNTIL AFTER THE STATION WAS REPAIRED AND A NEW
 LG1141'AZIMUTH MARK SET AND ANOTHER SEARCH MADE AND THEN THE 1961
 LG1141'AZIMUTH MARK WAS FOUND 0.2 MILE FURTHER FROM THE STATION THAN
 LG1141'LISTED IN THE PREVIOUS DESCRIPTION.  THE ANGLE BETWEEN THE
 LG1141'AZIMUTH MARK 1961 AND REFERENCE MARK 2 WAS VERIFIED.  A
 LG1141'LONGER DISTANCE OF 0.05 FOOT WAS MEASURED THIS DATE TO
 LG1141'REFERENCE MARK 2 FROM THE STATION MARK.
 LG1141'
 LG1141'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG1141'
 LG1141'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH OF BENNET AND ON THE
 LG1141'WEST RIGHT-OF-WAY OF STATE HIGHWAY 43.
 LG1141'
 LG1141'TO REACH THE STATION FROM THE POST OFFICE IN BENNET, GO EAST ON
 LG1141'MONROE STREET FOR 1 BLOCK, TURN LEFT AND GO NORTH ON HIGHWAY 43
 LG1141'FOR 1.2 MILES TO A CROSSROAD AND AZIMUTH MARK NO. 2 ON THE RIGHT,
 LG1141'IN THE NORTHEAST ANGLE OF THE INTERSECTION, CONTINUE NORTH ON
 LG1141'HIGHWAY 43 FOR 0.9 MILE TO THE STATION ON THE LEFT, ABOUT 0.1
 LG1141'MILE BEFORE REACHING STATE HIGHWAY 2.
 LG1141'
 LG1141'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BENNET 1961
 LG1141'1976, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 2
 LG1141'INCHES BELOW THE GROUND SURFACE.  IT IS 55 FEET WEST OF THE
 LG1141'CENTERLINE OF HIGHWAY 43, 50.8 FEET NORTH-NORTHEAST OF A CONCRETE
 LG1141'HIGHWAY RIGHT-OF-WAY MARKER, 7 FEET EAST OF THE NORTH-SOUTH
 LG1141'BOUNDARY FENCELINE AND 6.8 FEET EAST-NORTHEAST OF A METAL WITNESS
 LG1141'POST IN THE FENCELINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 LG1141'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND AND STAMPED
 LG1141'BENNET 1961.
 LG1141'
 LG1141'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BENNET NO 2 1961, SET
 LG1141'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 LG1141'ABOVE THE GROUND SURFACE.  IT IS 58 FEET EAST OF THE CENTERLINE OF
 LG1141'HIGHWAY 43, 5 FEET SOUTH OF A TELEPHONE JUNCTION BOX, 3.7 FEET
 LG1141'NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER AND 1 FOOT WEST
 LG1141'OF A NORTH-SOUTH BOUNDARY FENCE.
 LG1141'
 LG1141'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, BENNET 1961 NO 3 1976,
 LG1141'CEMENTED IN A DRILL HOLE IN THE TOP OF THE REMAINS OF THE ORIGINAL
 LG1141'REFERENCE MARK 1 CONCRETE MONUMENT AND IS ABOUT 6 INCHES BELOW THE
 LG1141'GROUND SURFACE.  IT IS 61 FEET WEST OF THE CENTERLINE OF HIGHWAY
 LG1141'43, 3.4 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF THE
 LG1141'NORTH-SOUTH BOUNDARY FENCELINE.
 LG1141'
 LG1141'THE 1961 AZIMUTH MARK IS A STANDARD DISK STAMPED BENNET 1961, SET
 LG1141'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 LG1141'ABOVE THE GROUND SURFACE.  IT IS 90 FEET NORTH OF THE CENTER OF
 LG1141'STATE HIGHWAY 2, 2 FEET NORTHEAST OF A METAL WITNESS POST AND
 LG1141'NORTH OF THE WEST EDGE OF A FIELD APPROACH.
 LG1141'
 LG1141'TO REACH THE 1961 AZIMUTH MARK FROM THE STATION, GO NORTH ON
 LG1141'HIGHWAY 43 TO THE JUNCTION OF STATE HIGHWAY 2, TURN LEFT AND GO WEST
 LG1141'ON HIGHWAY 2 FOR 0.6 MILE TO TOP OF HILL AND THE AZIMUTH MARK 1961
 LG1141'ON THE RIGHT.
 LG1141'
 LG1141'AZIMUTH MARK NO. 2 IS A STANDARD DISK STAMPED BENNET 1961 AZ 2
 LG1141'1976, SET IN THE TOP OF A 1I INCH ROUND CONCRETE POST THAT IS FLUSH
 LG1141'WITH THE GROUND SURFACE.  IT IS 68 FEET NORTH OF A CONCRETE HIGHWAY
 LG1141'RIGHT-OF-WAY MARKER, 60 FEET EAST OF THE CENTERLINE OF HIGHWAY 43,
 LG1141'42 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 10 FEET NORTH OF
 LG1141'A TELEPHONE POLE AND 2 FEET NORTH-NORTHWEST OF A METAL WITNESS
 LG1141'POST.
 LG1141'
 LG1141'NOTE--A 3/4 INCH RE-BAR, 3 FOOT LONG WAS PLACED IN THE STATION
 LG1141'MARK AND AZIMUTH MARK NO. 2 CONCRETE MONUMENT AND A 3 FOOT LENGTH
 LG1141'WAS DRIVEN INTO THE GROUND BESIDE THE AZIMUTH MARK 1961.
 LG1141'
 LG1141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES
 LG1141'NORTH OF BENNET.
 LG1141
 LG1141                          STATION RECOVERY (1976)
 LG1141
 LG1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LG1141'RECOVERED IN GOOD CONDITION.
 LG1141
 LG1141                          STATION RECOVERY (1991)
 LG1141
 LG1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1141'18.5 KM (11.50 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1141'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 1.0 KM
 LG1141'(0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 43, 109.9 M (360.6 FT) SOUTH
 LG1141'OF A FENCE CORNER, 24.9 M (81.7 FT) SOUTH OF REFERENCE MARK 3, 16.6 M
 LG1141'(54.5 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 15.2 M (49.9
 LG1141'FT) NORTH OF A RIGHT-OF-WAY POST, 2.0 M (6.6 FT) EAST OF A WITNESS
 LG1141'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LG1141
 LG1141                          STATION RECOVERY (1999)
 LG1141
 LG1141'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 LG1141'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION BUT WAS
 LG1141'BURIED 3.75 FEET (1.14 M) BENEATH A FILL FOR AN APPROACH OF AN
 LG1141'OVERPASS BRIDGE AT THE INTERSECTION OF STATE HIGHWAY 43 AND STATE
 LG1141'HIGHWAY 2.  SINCE THE MARK IS NOW RECESSSED TOO DEEP TO BE READILY
 LG1141'ACCESSIBLE, THE POINT WAS HELD FIXED, OPTICALLY, AND THEN A NEW MARK
 LG1141'WAS ESTABLISHED DIRECTLY OVER THE SURFACE MARK SET IN 1976.  THE
 LG1141'STATION NOW CONSISTS OF THE ORIGINAL, 1961 UNDERGROUND MARK, THE 1976
 LG1141'SURFACE MARK, WHICH IS NOW RECESSED 3.75 FEET, (1.14 M) AND THE 1999
 LG1141'SURFACE MARK WHICH IS NEAR THE GROUND SURFACE.  FOR ADDITIONAL
 LG1141'DETAILS, SEE THE DESCRIPTION TO THE 1999 MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9331 ***********************************************************************
 AI9331  DESIGNATION -  BENNET RESET
 AI9331  PID         -  AI9331
 AI9331  STATE/COUNTY-  NE/LANCASTER
 AI9331  USGS QUAD   -  BENNET (1972)
 AI9331
 AI9331                         *CURRENT SURVEY CONTROL
 AI9331  ___________________________________________________________________
 AI9331* NAD 83(1986)-  40 42 37.     (N)    096 30 26.     (W)     SCALED    
 AI9331* NAVD 88     -       421.99   (meters)    1384.5    (feet)  RESET     
 AI9331  ___________________________________________________________________
 AI9331  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AI9331
 AI9331  VERT ORDER  -  THIRD
 AI9331
 AI9331.The horizontal coordinates were scaled from a topographic map and have
 AI9331.an estimated accuracy of +/- 6 seconds.
 AI9331
 AI9331.The orthometric height was computed from unverified reset data.
 AI9331.No vertical observational check was made to the station.
 AI9331
 AI9331.The geoid height was determined by GEOID03.
 AI9331
 AI9331;                    North         East    Units  Estimated Accuracy
 AI9331;SPC NE       -   103,330.      795,000.      MT  (+/- 180 meters Scaled)
 AI9331
 AI9331                          SUPERSEDED SURVEY CONTROL
 AI9331
 AI9331.No superseded survey control is available for this station.
 AI9331
 AI9331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL105095(NAD 83)
 AI9331_MARKER: DH = HORIZONTAL CONTROL DISK
 AI9331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9331_STAMPING: BENNET 1961 1999
 AI9331_MARK LOGO: NGS   
 AI9331_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI9331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9331+STABILITY: SURFACE MOTION
 AI9331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9331+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9331
 AI9331  HISTORY     - Date     Condition        Report By
 AI9331  HISTORY     - 1999     MONUMENTED       NEDR
 AI9331
 AI9331                          STATION DESCRIPTION
 AI9331
 AI9331'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1999 (TRW)
 AI9331'TO REACH THE MARK FROM THE JUNCTION OF BENNET ROAD AND STATE HIGHWAY
 AI9331'43, IN BENNET, GO NORTH ON THE HIGWAY FOR 1.9 MI (3.1 KM) TO THE MARK
 AI9331'ON THE LEFT, JUST SOUTH OF STATE HIGHWAY 2, ACROSS THE HIGHWAY FROM
 AI9331'THE BENNET TRUCK STOP, ON HIGHWAY RIGHT-OF-WAY AND IN THE NE1/4,
 AI9331'SEC34, T9N, R8E.  IT IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 AI9331'IS FLUSH WITH THE GROUND AND 83.72 M (274.67 FT) SOUTH OF THE
 AI9331'CENTERLINE OF AN OFF RAMP OF HIGHWAY 2, EASTBOUND, 81.3 M (266.7 FT)
 AI9331'NORTH OF THE EXTENDED CENTERLINE OF THE ENTRANCE INTO THE TRUCK STOP,
 AI9331'63.66 M (208.86 FT) SOUTH-SOUTHEAST OF A UTILITY POLE WITH A
 AI9331'TRANSFORMER, 58.48 M (191.86 FT) NORTH-NORTHWEST OF THE TOP OF THE
 AI9331'NORTHWEST BASE OF A LIGHT POLE, 55.92 M (183.46 FT) SOUTH-SOUTHWEST OF
 AI9331'THE TOP OF THE SOUTHWEST BASE OF A LIGHT POLE, 26.96 M (88.45 FT)
 AI9331'SOUTHWEST OF STAMPED HIGHWAY STATION 9619, 18.22 M (59.78 FT) WEST OF
 AI9331'THE CENTER OF A CONCRETE MEDIAN OF THE HIGHWAY, 10.02 M (32.87 FT)
 AI9331'NORTHWEST OF STAMPED HIGHWAY STATION 9620, 9.6 M (31.5 FT) EAST OF THE
 AI9331'EAST EDGE OF A CULTIVATED FIELD AND 0.324 M (1.063 FT) NORTH OF A
 AI9331'WITNESS POST.  A LENGTH OF REBAR AND 2 MAGNETS WERE PLACED INTO THE
 AI9331'MARK.  THIS MARK WAS ESTABLISHED BY OPTICALLY CENTERING OVER THE 1976
 AI9331'SURFACE MARK WHICH IS RECESSED 1.14 M (3.74 FT) BELOW THE GROUND
 AI9331'SURFACE.  THE 1961 UNDERGROUND MARK IS BELOW THAT MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1331 ***********************************************************************
 LG1331  DESIGNATION -  BENNET RM 2
 LG1331  PID         -  LG1331
 LG1331  STATE/COUNTY-  NE/LANCASTER
 LG1331  USGS QUAD   -  BENNET (1972)
 LG1331
 LG1331                         *CURRENT SURVEY CONTROL
 LG1331  ___________________________________________________________________
 LG1331* NAD 83(1986)-  40 42 39.     (N)    096 30 19.     (W)     SCALED    
 LG1331* NAVD 88     -       421.284  (meters)    1382.16   (feet)  ADJUSTED  
 LG1331  ___________________________________________________________________
 LG1331  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 LG1331  DYNAMIC HT  -         421.101 (meters)    1381.56  (feet)  COMP
 LG1331  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 LG1331
 LG1331  VERT ORDER  -  FIRST     CLASS II
 LG1331
 LG1331.The horizontal coordinates were scaled from a topographic map and have
 LG1331.an estimated accuracy of +/- 6 seconds.
 LG1331
 LG1331.The orthometric height was determined by differential leveling
 LG1331.and adjusted by the National Geodetic Survey in May 1993..
 LG1331
 LG1331.The geoid height was determined by GEOID03.
 LG1331
 LG1331.The dynamic height is computed by dividing the NAVD 88
 LG1331.geopotential number by the normal gravity value computed on the
 LG1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1331.degrees latitude (g = 980.6199 gals.).
 LG1331
 LG1331.The modeled gravity was interpolated from observed gravity values.
 LG1331
 LG1331;                    North         East    Units  Estimated Accuracy
 LG1331;SPC NE       -   103,390.      795,160.      MT  (+/- 180 meters Scaled)
 LG1331
 LG1331                          SUPERSEDED SURVEY CONTROL
 LG1331
 LG1331.No superseded survey control is available for this station.
 LG1331
 LG1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL107096(NAD 83)
 LG1331_MARKER: DR = REFERENCE MARK DISK
 LG1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1331_SP_SET: CONCRETE POST
 LG1331_STAMPING: BENNET NO 2 1961
 LG1331_MARK LOGO: CGS   
 LG1331_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1331+STABILITY: SURFACE MOTION
 LG1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1331+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG1331
 LG1331  HISTORY     - Date     Condition        Report By
 LG1331  HISTORY     - 1961     MONUMENTED       CGS
 LG1331  HISTORY     - 19911023 GOOD             NGS
 LG1331
 LG1331                          STATION DESCRIPTION
 LG1331
 LG1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1331'18.5 KM (11.50 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1331'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 1.0 KM
 LG1331'(0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 43, 65.0 M (213.3 FT) NORTH
 LG1331'OF THE CENTER OF THE ENTRANCE TO THE BENNET CORNER SHOP, 38.0 M
 LG1331'(124.7 FT) NORTHEAST OF TRIANGULATION STATION BENNET RESET, 37.3
 LG1331'SOUTH OF REFERENCE MARK 3, 17.7 M (58.1 FT) EAST OF THE HIGHWAY
 LG1331'CENTERLINE, 1.4 M (4.6 FT) SOUTH OF A UNDERGROUND CABLE JUNCTION BOX,
 LG1331'1.0 M (3.3 FT) NORTH OF A RIGHT-OF-WAY POST, 0.6 M (2.0 FT) ABOVE THE
 LG1331'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 LG1331'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1330 ***********************************************************************
 LG1330  DESIGNATION -  BENNET RM 3
 LG1330  PID         -  LG1330
 LG1330  STATE/COUNTY-  NE/LANCASTER
 LG1330  USGS QUAD   -  BENNET (1972)
 LG1330
 LG1330                         *CURRENT SURVEY CONTROL
 LG1330  ___________________________________________________________________
 LG1330* NAD 83(1986)-  40 42 36.     (N)    096 30 25.     (W)     SCALED    
 LG1330* NAVD 88     -       420.931  (meters)    1381.00   (feet)  ADJUSTED  
 LG1330  ___________________________________________________________________
 LG1330  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 LG1330  DYNAMIC HT  -         420.748 (meters)    1380.40  (feet)  COMP
 LG1330  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 LG1330
 LG1330  VERT ORDER  -  FIRST     CLASS II
 LG1330
 LG1330.The horizontal coordinates were scaled from a topographic map and have
 LG1330.an estimated accuracy of +/- 6 seconds.
 LG1330
 LG1330.The orthometric height was determined by differential leveling
 LG1330.and adjusted by the National Geodetic Survey in May 1993..
 LG1330
 LG1330.The geoid height was determined by GEOID03.
 LG1330
 LG1330.The dynamic height is computed by dividing the NAVD 88
 LG1330.geopotential number by the normal gravity value computed on the
 LG1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1330.degrees latitude (g = 980.6199 gals.).
 LG1330
 LG1330.The modeled gravity was interpolated from observed gravity values.
 LG1330
 LG1330;                    North         East    Units  Estimated Accuracy
 LG1330;SPC NE       -   103,300.      795,020.      MT  (+/- 180 meters Scaled)
 LG1330
 LG1330                          SUPERSEDED SURVEY CONTROL
 LG1330
 LG1330.No superseded survey control is available for this station.
 LG1330
 LG1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL105095(NAD 83)
 LG1330_MARKER: DR = REFERENCE MARK DISK
 LG1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1330_SP_SET: CONCRETE POST
 LG1330_STAMPING: BENNET 1961 NO 3 1976
 LG1330_MARK LOGO: NGS   
 LG1330_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1330+STABILITY: SURFACE MOTION
 LG1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1330+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG1330
 LG1330  HISTORY     - Date     Condition        Report By
 LG1330  HISTORY     - 1976     MONUMENTED       NGS
 LG1330  HISTORY     - 19911023 GOOD             NGS
 LG1330  HISTORY     - 19991014 SEE DESCRIPTION  NEDR
 LG1330
 LG1330                          STATION DESCRIPTION
 LG1330
 LG1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1330'18.5 KM (11.50 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1330'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 1.0 KM
 LG1330'(0.60 MI) SOUTHERLY ALONG STATE HIGHWAY 43, 85.0 M (278.9 FT) SOUTH
 LG1330'OF A FENCE CORNER, 24.9 M (81.7 FT) NORTH OF TRIANGULATION STATION
 LG1330'BENNET RESET, 18.5 M (60.7 FT) WEST OF THE HIGHWAY CENTERLINE, 1.0 M
 LG1330'(3.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 LG1330'THE HIGHWAY, 0.2 M (0.7 FT) EAST OF A FENCE, AND THE MONUMENT IS
 LG1330'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 LG1330
 LG1330                          STATION RECOVERY (1999)
 LG1330
 LG1330'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 LG1330'THE SITE WAS VISITED AND THE MARK IS BELIEVED TO STILL BE IN PLACE,
 LG1330'HOWEVER, IT IS UNDER APPROXIMATELY 4 FEET (1.2 M) OF FILL OF THE
 LG1330'APPROACH OF AN OVERPASS BRIDGE AT THE JUNCTION OF STATE HIGHWAYS 43
 LG1330'AND 2, ABOUT 1.9 MI (3.1 KM) NORTH OF BENNET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0680 ***********************************************************************
 MJ0680  DESIGNATION -  BENSON
 MJ0680  PID         -  MJ0680
 MJ0680  STATE/COUNTY-  NE/DOUGLAS
 MJ0680  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0680
 MJ0680                         *CURRENT SURVEY CONTROL
 MJ0680  ___________________________________________________________________
 MJ0680* NAD 83(1995)-  41 17 04.92740(N)    095 59 43.08623(W)     ADJUSTED  
 MJ0680* NAVD 88     -       387.208  (meters)    1270.36   (feet)  ADJUSTED  
 MJ0680  ___________________________________________________________________
 MJ0680  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 MJ0680  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ0680  DYNAMIC HT  -         387.042 (meters)    1269.82  (feet)  COMP
 MJ0680  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 MJ0680
 MJ0680  HORZ ORDER  -  FIRST
 MJ0680  VERT ORDER  -  FIRST     CLASS II
 MJ0680
 MJ0680.The horizontal coordinates were established by classical geodetic methods
 MJ0680.and adjusted by the National Geodetic Survey in August 1997..
 MJ0680
 MJ0680.The orthometric height was determined by differential leveling
 MJ0680.and adjusted by the National Geodetic Survey in June 1991..
 MJ0680
 MJ0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0680
 MJ0680.The geoid height was determined by GEOID03.
 MJ0680
 MJ0680.The dynamic height is computed by dividing the NAVD 88
 MJ0680.geopotential number by the normal gravity value computed on the
 MJ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0680.degrees latitude (g = 980.6199 gals.).
 MJ0680
 MJ0680.The modeled gravity was interpolated from observed gravity values.
 MJ0680
 MJ0680;                    North         East     Units Scale Factor Converg.
 MJ0680;SPC NE       -   168,904.511   835,250.078   MT  0.99966601   +2 39 14.0
 MJ0680;SPC IA S     -   145,662.625   291,002.541   MT  0.99994944   -1 38 37.2
 MJ0680;UTM  15      - 4,574,690.654   249,162.636   MT  1.00037442   -1 58 38.4
 MJ0680;UTM  14      - 4,574,717.868   751,624.358   MT  1.00037929   +1 59 00.7
 MJ0680
 MJ0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0680!SPC NE       -   0.99994359  x   0.99966601  =   0.99960962
 MJ0680!SPC IA S     -   0.99994359  x   0.99994944  =   0.99989304
 MJ0680!UTM  15      -   0.99994359  x   1.00037442  =   1.00031799
 MJ0680!UTM  14      -   0.99994359  x   1.00037929  =   1.00032286
 MJ0680
 MJ0680|---------------------------------------------------------------------|
 MJ0680| PID    Reference Object                     Distance      Geod. Az  |
 MJ0680|                                                           dddmmss.s |
 MJ0680| MJ0681 BENSON RM 1                          15.737 METERS 00801     |
 MJ0680| CL6866 BENSON 2 AZ MK                                     0220355.7 |
 MJ0680| MJ1268 OMAHA BENSON HS CEN OF STK          202.443 METERS 05007     |
 MJ0680| MJ1270 OMAHA NEBR DEAF SCH C OF STK        APPROX. 1.5 KM 0805104.3 |
 MJ0680| MJ0682 BENSON RM 2                          14.468 METERS 08913     |
 MJ0680| MJ1231 COUNCIL BLUFF OMAHA ELEV C STK      APPROX.10.9 KM 1151310.7 |
 MJ0680| MJ1273 OMAHA CREIGHTON UNIV C OF STK       APPROX. 4.4 KM 1165203.1 |
 MJ0680| MJ1225 OMAHA KRUG BREWING CO C OF STK      APPROX. 7.2 KM 1482127.0 |
 MJ0680| MJ1226 OMAHA DOUGLAS CO HOSP C OF STK      APPROX. 4.7 KM 1554640.6 |
 MJ0680| MJ1236 S OMAHA UN STOCK YDS TALL STK       APPROX. 9.4 KM 1582652.7 |
 MJ0680| MK1987 RALSTON MUNICIPAL STANDPIPE         APPROX. 9.6 KM 2031152.7 |
 MJ0680|---------------------------------------------------------------------|
 MJ0680
 MJ0680                          SUPERSEDED SURVEY CONTROL
 MJ0680
 MJ0680  NAD 83(1986)-  41 17 04.93542(N)    095 59 43.08643(W) AD(       ) 1
 MJ0680  NAD 27      -  41 17 04.94100(N)    095 59 42.03000(W) AD(       ) 1
 MJ0680  NGVD 29 (??/??/92)  387.082  (m)         1269.95   (f) ADJ UNCH    1 2
 MJ0680
 MJ0680.Superseded values are not recommended for survey control.
 MJ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0680.See file dsdata.txt to determine how the superseded data were derived.
 MJ0680
 MJ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4916374691(NAD 83)
 MJ0680_MARKER: DB = BENCH MARK DISK
 MJ0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0680_STAMPING: BENSON 1934
 MJ0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0680+STABILITY: SURFACE MOTION
 MJ0680
 MJ0680  HISTORY     - Date     Condition        Report By
 MJ0680  HISTORY     - 1934     MONUMENTED       CGS
 MJ0680  HISTORY     - 1939     GOOD             CGS
 MJ0680  HISTORY     - 1947     GOOD             CGS
 MJ0680  HISTORY     - 1947     GOOD             NGS
 MJ0680  HISTORY     - 1950     GOOD             CGS
 MJ0680  HISTORY     - 1953     GOOD             CGS
 MJ0680
 MJ0680                          STATION DESCRIPTION
 MJ0680
 MJ0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ0680'STATION IS LOCATED IN THE BENSON SUBURB OF OMAHA, NEBR., ABOUT
 MJ0680'4 MILES WEST AND NORTH OF DOWNTOWN OMAHA, ON A TRIANGULAR
 MJ0680'TREE-DOTTED PLOT OF GROUND AT THE INTERSECTION OF MILITARY
 MJ0680'AVENUE, FIFTY-SECOND STREET AND MAPLE AVENUE, IS FLUSH WITH
 MJ0680'GROUND, 23.7 FEET NORTHEAST OF CURB OF MILITARY AVENUE, 62.4
 MJ0680'FEET SOUTH OF CURB OF MAPLE AVENUE, 49.4 FEET WEST OF CURB OF
 MJ0680'FIFTY-SECOND STREET, ABOUT 100 YARDS SOUTHWEST OF BENSON HIGH
 MJ0680'SCHOOL AND ACROSS STREET FROM KRUG PARK.
 MJ0680'
 MJ0680'REFERENCE MARK NO. 1 IS 15.730 METERS (51.61 FEET)
 MJ0680'NORTH OF STATION, 8.5 FEET SOUTH OF SOUTH CURB OF MAPLE AVENUE,
 MJ0680'AND IS FLUSH WITH GROUND.
 MJ0680'
 MJ0680'REFERENCE MARK NO. 2 IS 14.460 METERS (47.44 FEET)
 MJ0680'EAST OF STATION, 2 FEET WEST OF WEST CURB OF FIFTY-SECOND STREET
 MJ0680'AND IS FLUSH WITH GROUND.
 MJ0680'
 MJ0680'AZIMUTH MARK IS ABOUT 0.2 MILE NORTHEAST OF STATION
 MJ0680'AT NORTH END OF FOOTBALL FIELD OF BENSON HIGH SCHOOL.  MARK
 MJ0680'PROJECTS ABOUT 3 INCHES ABOVE GROUND AND IS SET ABOUT 5 PACES
 MJ0680'EAST OF EAST POST OF NORTH GOAL POSTS OF FOOTBALL FIELD.
 MJ0680'
 MJ0680'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 MJ0680
 MJ0680                          STATION RECOVERY (1939)
 MJ0680
 MJ0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RAE)
 MJ0680'STATION IS LOCATED IN THE BENSON SUBURB OF OMAHA, NEBR., AT THE
 MJ0680'INTERSECTION OF MILITARY AVENUE, FIFTY-SECOND STREET AND MAPLE
 MJ0680'AVENUE, ON A TRIANGULAR TREE-DOTTED PLOT OF GROUND.
 MJ0680'
 MJ0680'MARK IS SET FLUSH WITH THE GROUND, 23.7 FEET NORTHEAST OF CURB
 MJ0680'OF MILITARY AVENUE, 62.4 FEET SOUTH OF CURB OF MAPLE AVENUE
 MJ0680'AND 49.4 FEET WEST OF THE CURB OF FIFTY-SECOND STREET.  IT LIES
 MJ0680'100 YARDS SOUTHWEST OF BENSON HIGH SCHOOL AND ACROSS THE STREET
 MJ0680'FROM KRUG PARK.
 MJ0680'
 MJ0680'REFERENCE MARK NO. 1 WHICH IS FLUSH WITH THE GROUND, LIES 15.730
 MJ0680'METERS NORTH OF THE STATION AND 2 FEET WEST OF THE CURB OF
 MJ0680'FIFTY-SECOND STREET.
 MJ0680'
 MJ0680'REFERENCE MARK NO. 2 WHICH IS FLUSH WITH THE GROUND, IS 14.460
 MJ0680'METERS EAST OF THE STATION AND 2 FEET WEST AND 2 INCHES BELOW
 MJ0680'THE WEST CURB OF FIFTY-SECOND STREET.
 MJ0680'
 MJ0680'THE AZIMUTH MARK WHICH LIES IN THE NORTHEAST QUARTER OF THE
 MJ0680'BENSON HIGH SCHOOL ATHLETIC FIELD, IS ABOUT 0.2 MILE NORTHEAST
 MJ0680'OF THE STATION.  IT IS 200.5 FEET SOUTH OF THE SOUTHEAST CORNER
 MJ0680'OF THE MONROE JUNIOR HIGH SCHOOL, 190.2 FEET WEST-SOUTHWEST OF
 MJ0680'THE NORTHWEST CORNER OF THE RED BRICK WALL OF THE BENSON HIGH
 MJ0680'SCHOOL STADIUM AND 342.3 FEET EAST OF THE EAST EDGE OF THE CURB
 MJ0680'OF FIFTY-SECOND STREET.  THIS MARK WILL BE COVERED BY A MANHOLE
 MJ0680'PLATE SHOULD THIS PART OF THE ATHLETIC FIELD BE REGRADED.
 MJ0680'
 MJ0680'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MJ0680'TABLETS SET IN CONCRETE.
 MJ0680'
 MJ0680'ALL MARKS WERE IN EXCELLENT SHAPE WHEN RECOVERED.
 MJ0680
 MJ0680                          STATION RECOVERY (1947)
 MJ0680
 MJ0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ0680'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 MJ0680'BE IN GOOD CONDITION.  THE DISTANCES TO REFERENCE MARKS WERE
 MJ0680'CHECKED AND FOUND TO BE IN ERROR.  A COMPLETE NEW DESCRIPTION
 MJ0680'FOLLOWS.
 MJ0680'
 MJ0680'STATION IS LOCATED IN THE BENSON SUBURB OF OMAHA ABOUT 4 MILES
 MJ0680'NORTHWEST OF DOWNTOWN OMAHA ON A TRIANGULAR TREE DOTTED PLOT
 MJ0680'OF GROUND AT THE INTERSECTION OF MILITARY AVENUE.  FIFTY-SECOND
 MJ0680'STREET AND MAPLE AVENUE AND SOUTHWEST ACROSS STREET FROM BENSON
 MJ0680'HIGH SCHOOL.  STATION IS 62 FEET SOUTH OF CURB OF MAPLE AVENUE,
 MJ0680'49 FEET WEST OF CURB OF FIFTY-SECOND STREET AND 24 FEET
 MJ0680'NORTHEAST OF CURB OF MILITARY AVENUE.  THE MARK IS FLUSH WITH
 MJ0680'THE GROUND AND THE DISK IS STAMPED BENSON 1934.
 MJ0680'
 MJ0680'REFERENCE MARK NO. 1 IS 51.63 FEET NORTH OF STATION AND 8.5
 MJ0680'FEET SOUTH OF CURB OF MAPLE AVENUE.  THE MARK IS FLUSH WITH THE
 MJ0680'GROUND AND THE DISK IS STAMPED BENSON NO 1 1934.
 MJ0680'
 MJ0680'REFERENCE MARK NO. 2 IS 47.44 FEET EAST OF STATION, 4 FEET SOUTH
 MJ0680'OF POWER POLE AND 2 FEET WEST OF CURB OF FIFTY-SECOND STREET.  THE
 MJ0680'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BENSON
 MJ0680'NO 2 1934.
 MJ0680'
 MJ0680'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTHEAST OF STATION, 200
 MJ0680'FEET SOUTH OF SOUTH EAST CORNER OF MONROE JUNIOR HIGH SCHOOL AND
 MJ0680'190 FEET WEST SOUTHWEST OF THE NORTHWEST CORNER OF BRICK WALL
 MJ0680'OF THE BENSON HIGH SCHOOL STADIUM.  THE DISK IS SET IN CONCRETE
 MJ0680'AT THE BOTTOM OF AN 8 INCH TILE ABOUT 8 INCHES BELOW THE GROUND
 MJ0680'AND THE DISK IS STAMPED BENSON 1934.
 MJ0680'
 MJ0680'TO REACH AZIMUTH FROM STATION GO NORTH ON FIFTY-SECOND STREET
 MJ0680'FOR 0.2 MILE TO AZIMUTH ON RIGHT OR EAST SIDE OF STREET ON
 MJ0680'SCHOOL PLAYGROUND AS DESCRIBED.
 MJ0680'
 MJ0680'1934 OBSERVATIONS TAKEN FROM A 77 FOOT TOWER.
 MJ0680'
 MJ0680'1947 OBSERVATION TAKEN FROM A 77 FOOT TOWER.
 MJ0680'
 MJ0680'A 113 FOOT LIGHT AT OMAHA LONG 1882 REMARK 1945 IS VISIBLE AT
 MJ0680'70 FEET.
 MJ0680'
 MJ0680'A 100 FOOT LIGHT AT HANSCOM 1934 IS VISIBLE AT 70 FEET.
 MJ0680'
 MJ0680'A 87 FOOT LIGHT AT CAMENZIND 1934 IS VISIBLE AT 70 FEET.
 MJ0680'
 MJ0680'A 87 FOOT LIGHT AT ELMWOOD IS VISIBLE AT 65 FEET.
 MJ0680'
 MJ0680'A 87 FOOT LIGHT AT ELKHORN S. BASE IS VISIBLE AT 65 FEET.
 MJ0680'
 MJ0680'A 100 FOOT LIGHT AT ELKHORN N. BASE IS VISIBLE AT 70 FEET.
 MJ0680
 MJ0680                          STATION RECOVERY (1947)
 MJ0680
 MJ0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MJ0680'AT OMAHA.
 MJ0680'THE MARK IS LOCATED IN THE BENSON SUBURB OF OMAHA, ON A
 MJ0680'TRIANGULAR TREE-DOTTED PLOT OF GROUND AT THE INTERSECTION OF
 MJ0680'MILITARY AVENUE, FIFTY-SECOND STREET AND MAPLE AVENUE, ABOUT 100
 MJ0680'YARDS SOUTHWEST OF THE BENSON HIGH SCHOOL, 60 FEET SOUTH OF THE
 MJ0680'SOUTH CURB OF MAPLE STREET, 50 FEET WEST OF THE WEST CURB OF
 MJ0680'FIFTY-SECOND STREET, AND 24 FEET NORTHEAST OF THE NORTHEAST
 MJ0680'CURB OF MILITARY AVENUE.  A BRONZE DISK SET IN THE TOP OF A
 MJ0680'CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0680
 MJ0680                          STATION RECOVERY (1950)
 MJ0680
 MJ0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MJ0680'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 MJ0680'CONDITION.  THE 1934 DESCRIPTION BY C.I.A. IS ADEQUATE, EXCEPT
 MJ0680'THAT A FILL HAS BEEN MADE ON THE ATHLETIC FIELD AND THE AZIMUTH
 MJ0680'MARK IS NOW COVERED BY A MAN HOLE PLATE.  IT IS 190 FEET
 MJ0680'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A RED BRICK WALL AND
 MJ0680'200 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MONROE JUNIOR
 MJ0680'HIGH SCHOOL.
 MJ0680'
 MJ0680'THIS STATION WAS NOT VISITED BY AN OBSERVING PARTY IN 1950.
 MJ0680
 MJ0680                          STATION RECOVERY (1953)
 MJ0680
 MJ0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 MJ0680'THE STATION MARKS, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 MJ0680'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION MARK AND
 MJ0680'REFERENCE MARK 2 WERE REMOVED AS REQUESTED BY THE NEBRASKA ROADS
 MJ0680'AND IRRIGATION COMMISSION.  THE UNDERGROUND STATION MARK WAS LEFT
 MJ0680'BUT WILL BE UNDER A PROPOSED HIGHWAY IN THE NEAR FUTURE.  A
 MJ0680'NEW STATION BENSON 2 1953 WAS ESTABLISHED.  BENSON RM 1 1934
 MJ0680'WAS RESTAMPED BENSON 2 NO 4 1953 AND THE AZIMUTH MARK
 MJ0680'BENSON 1934 WAS RESTAMPED BENSON 2 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1284 ***********************************************************************
 MJ1284  DESIGNATION -  BENSON 2
 MJ1284  PID         -  MJ1284
 MJ1284  STATE/COUNTY-  NE/DOUGLAS
 MJ1284  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1284
 MJ1284                         *CURRENT SURVEY CONTROL
 MJ1284  ___________________________________________________________________
 MJ1284* NAD 83(1995)-  41 17 05.34714(N)    095 59 42.86068(W)     ADJUSTED  
 MJ1284* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 MJ1284  ___________________________________________________________________
 MJ1284  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 MJ1284  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ1284
 MJ1284  HORZ ORDER  -  SECOND
 MJ1284
 MJ1284.The horizontal coordinates were established by classical geodetic methods
 MJ1284.and adjusted by the National Geodetic Survey in August 1997..
 MJ1284.No horizontal observational check was made to the station.
 MJ1284
 MJ1284.The orthometric height was scaled from a topographic map.
 MJ1284
 MJ1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1284
 MJ1284.The geoid height was determined by GEOID03.
 MJ1284
 MJ1284;                    North         East     Units Scale Factor Converg.
 MJ1284;SPC NE       -   168,917.684   835,254.719   MT  0.99966600   +2 39 14.2
 MJ1284;SPC IA S     -   145,675.418   291,008.158   MT  0.99994944   -1 38 37.0
 MJ1284;UTM  15      - 4,574,703.419   249,168.330   MT  1.00037438   -1 58 38.3
 MJ1284;UTM  14      - 4,574,730.996   751,629.157   MT  1.00037932   +1 59 00.9
 MJ1284
 MJ1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1284!SPC NE       -   0.99994361  x   0.99966600  =   0.99960962
 MJ1284!SPC IA S     -   0.99994361  x   0.99994944  =   0.99989305
 MJ1284!UTM  15      -   0.99994361  x   1.00037438  =   1.00031796
 MJ1284!UTM  14      -   0.99994361  x   1.00037932  =   1.00032290
 MJ1284
 MJ1284:                Primary Azimuth Mark                     Grid Az
 MJ1284:SPC NE       -  BENSON 2 AZ MK                           019 25 05.2
 MJ1284:SPC IA S     -  BENSON 2 AZ MK                           023 42 56.4
 MJ1284:UTM  15      -  BENSON 2 AZ MK                           024 02 57.7
 MJ1284:UTM  14      -  BENSON 2 AZ MK                           020 05 18.5
 MJ1284
 MJ1284|---------------------------------------------------------------------|
 MJ1284| PID    Reference Object                     Distance      Geod. Az  |
 MJ1284|                                                           dddmmss.s |
 MJ1284| CL6866 BENSON 2 AZ MK                                     0220419.4 |
 MJ1284| CL6867 BENSON 2 RM 3                        43.305 METERS 02814     |
 MJ1284| MJ0680 BENSON                               13.972 METERS 20204     |
 MJ1284| CL6868 BENSON 2 RM 4                         4.041 METERS 31055     |
 MJ1284|---------------------------------------------------------------------|
 MJ1284
 MJ1284                          SUPERSEDED SURVEY CONTROL
 MJ1284
 MJ1284  NAD 83(1986)-  41 17 05.35516(N)    095 59 42.86089(W) AD(       ) 2
 MJ1284  NAD 27      -  41 17 05.36100(N)    095 59 41.80400(W) AD(       ) 2
 MJ1284
 MJ1284.Superseded values are not recommended for survey control.
 MJ1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1284.See file dsdata.txt to determine how the superseded data were derived.
 MJ1284
 MJ1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4916874703(NAD 83)
 MJ1284_MARKER: DS = TRIANGULATION STATION DISK
 MJ1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1284_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1284
 MJ1284  HISTORY     - Date     Condition        Report By
 MJ1284  HISTORY     - 1953     MONUMENTED       CGS
 MJ1284
 MJ1284                          STATION DESCRIPTION
 MJ1284
 MJ1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 MJ1284'THE STATION IS ABOUT 4.0 MILES NORTHWEST OF DOWNTOWN OMAHA IN
 MJ1284'THE BENSON SUBURB, IN A NEW TRIANGULAR PLOT OF GROUND FORMED BY
 MJ1284'THE INTERSECTION OF MILITARY AVENUE, FIFTY-SECOND STREET, AND
 MJ1284'MAPLE AVENUE, 95 FEET SOUTHWEST OF THE INTERSECTION OF MAPLE
 MJ1284'AVENUE AND FIFTY-SECOND STREET.  THE STATION MARK IS SET FLUSH
 MJ1284'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BENSON
 MJ1284'2 1953.
 MJ1284'
 MJ1284'REFERENCE MARK 4 IS IN THE SAME TRIANGULAR PLOT OF GROUND AS THE
 MJ1284'STATION WITH THE ARROW POINTING TO THE OLD STATION.  THE MARK
 MJ1284'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 MJ1284'STAMPED BENSON 2 NO 4 1953.
 MJ1284'
 MJ1284'REFERENCE MARK 3 IS 52 FEET NORTH OF THE CENTER OF MAPLE AVENUE,
 MJ1284'18 FEET EAST OF THE CENTER OF FIFTY-SECOND STREET, AND 3 FEET
 MJ1284'NORTH OF A TELEPHONE OLE.  THE MARK IS SET FLUSH WITH THE SURFACE
 MJ1284'OF THE GROUND AND THE DISK IS STAMPED BENSON 2 NO 3 1953.
 MJ1284'
 MJ1284'THE AZIMUTH MARK IS 200 FEET SOUTH OF THE SOUTHEAST CORNER OF
 MJ1284'MONROE JUNIOR HIGH SCHOOL AND 190 FEET WEST SOUTHWEST OF THE
 MJ1284'NORTHWEST CORNER OF A BRICK WALL OF THE BENSON HIGH SCHOOL
 MJ1284'STADIUM.  THE MARK IS 8 INCHES UNDER THE SURFACE OF THE GROUND
 MJ1284'AND THE DISK IS STAMPED BENSON 2 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0683 ***********************************************************************
 MJ0683  DESIGNATION -  BENSON AZ MK
 MJ0683  PID         -  MJ0683
 MJ0683  STATE/COUNTY-  NE/DOUGLAS
 MJ0683  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0683
 MJ0683                         *CURRENT SURVEY CONTROL
 MJ0683  ___________________________________________________________________
 MJ0683* NAD 83(1986)-  41 17 15.     (N)    095 59 39.     (W)     SCALED    
 MJ0683* NAVD 88     -       386.844  (meters)    1269.17   (feet)  ADJUSTED  
 MJ0683  ___________________________________________________________________
 MJ0683  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MJ0683  DYNAMIC HT  -         386.678 (meters)    1268.63  (feet)  COMP
 MJ0683  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 MJ0683
 MJ0683  VERT ORDER  -  FIRST     CLASS II
 MJ0683
 MJ0683.The horizontal coordinates were scaled from a topographic map and have
 MJ0683.an estimated accuracy of +/- 6 seconds.
 MJ0683
 MJ0683.The orthometric height was determined by differential leveling
 MJ0683.and adjusted by the National Geodetic Survey in June 1991..
 MJ0683
 MJ0683.The geoid height was determined by GEOID03.
 MJ0683
 MJ0683.The dynamic height is computed by dividing the NAVD 88
 MJ0683.geopotential number by the normal gravity value computed on the
 MJ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0683.degrees latitude (g = 980.6199 gals.).
 MJ0683
 MJ0683.The modeled gravity was interpolated from observed gravity values.
 MJ0683
 MJ0683;                    North         East    Units  Estimated Accuracy
 MJ0683;SPC NE       -   169,220.      835,330.      MT  (+/- 180 meters Scaled)
 MJ0683
 MJ0683                          SUPERSEDED SURVEY CONTROL
 MJ0683
 MJ0683.No superseded survey control is available for this station.
 MJ0683
 MJ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF492749(NAD 83)
 MJ0683_MARKER: DZ = AZIMUTH MARK DISK
 MJ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0683_STAMPING: BENSON AZI 1934
 MJ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0683+STABILITY: SURFACE MOTION
 MJ0683
 MJ0683  HISTORY     - Date     Condition        Report By
 MJ0683  HISTORY     - 1934     MONUMENTED       CGS
 MJ0683  HISTORY     - 1947     GOOD             NGS
 MJ0683
 MJ0683                          STATION DESCRIPTION
 MJ0683
 MJ0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0683'AT OMAHA.
 MJ0683'IN THE BENSON SUBURB OF OMAHA, ABOUT 0.2 MILE NORTHEAST OF THE
 MJ0683'INTERSECTION OF MILITARY AVENUE, FIFTY-SECOND STREET AND MAPLE
 MJ0683'AVENUE, IN THE NORTHEAST SECTION OF THE BENSON HIGH SCHOOL
 MJ0683'ATHLETIC FIELD, 342 FEET EAST OF THE EAST CURB OF FIFTY-SECOND
 MJ0683'STREET, 200.3 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MONROE
 MJ0683'JUNIOR HIGH SCHOOL, 191 FEET SOUTHWEST OF THE NORTH END OF A
 MJ0683'BRICK WALL OF THE BENSON HIGH SCHOOL STADIUM, SET IN THE TOP OF A
 MJ0683'CONCRETE POST WHICH IS 1 FOOT BELOW THE SURFACE OF THE GROUND
 MJ0683'AND COVERED BY A MANHOLE PLATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0681 ***********************************************************************
 MJ0681  DESIGNATION -  BENSON RM 1
 MJ0681  PID         -  MJ0681
 MJ0681  STATE/COUNTY-  NE/DOUGLAS
 MJ0681  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0681
 MJ0681                         *CURRENT SURVEY CONTROL
 MJ0681  ___________________________________________________________________
 MJ0681* NAD 83(1986)-  41 17 04.     (N)    095 59 43.     (W)     SCALED    
 MJ0681* NAVD 88     -       387.106  (meters)    1270.03   (feet)  ADJUSTED  
 MJ0681  ___________________________________________________________________
 MJ0681  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ0681  DYNAMIC HT  -         386.941 (meters)    1269.49  (feet)  COMP
 MJ0681  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 MJ0681
 MJ0681  VERT ORDER  -  FIRST     CLASS II
 MJ0681
 MJ0681.The horizontal coordinates were scaled from a topographic map and have
 MJ0681.an estimated accuracy of +/- 6 seconds.
 MJ0681
 MJ0681.The orthometric height was determined by differential leveling
 MJ0681.and adjusted by the National Geodetic Survey in June 1991..
 MJ0681
 MJ0681.The geoid height was determined by GEOID03.
 MJ0681
 MJ0681.The dynamic height is computed by dividing the NAVD 88
 MJ0681.geopotential number by the normal gravity value computed on the
 MJ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0681.degrees latitude (g = 980.6199 gals.).
 MJ0681
 MJ0681.The modeled gravity was interpolated from observed gravity values.
 MJ0681
 MJ0681;                    North         East    Units  Estimated Accuracy
 MJ0681;SPC NE       -   168,880.      835,250.      MT  (+/- 180 meters Scaled)
 MJ0681
 MJ0681                          SUPERSEDED SURVEY CONTROL
 MJ0681
 MJ0681  NGVD 29 (??/??/92)  386.980  (m)         1269.62   (f) ADJ UNCH    1 2
 MJ0681
 MJ0681.Superseded values are not recommended for survey control.
 MJ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0681.See file dsdata.txt to determine how the superseded data were derived.
 MJ0681
 MJ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF491746(NAD 83)
 MJ0681_MARKER: DR = REFERENCE MARK DISK
 MJ0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0681_STAMPING: BENSON NO 1 1934
 MJ0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0681+STABILITY: SURFACE MOTION
 MJ0681
 MJ0681  HISTORY     - Date     Condition        Report By
 MJ0681  HISTORY     - 1934     MONUMENTED       CGS
 MJ0681  HISTORY     - 1947     GOOD             NGS
 MJ0681
 MJ0681                          STATION DESCRIPTION
 MJ0681
 MJ0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0681'AT OMAHA.
 MJ0681'THE MARK IS LOCATED IN THE BENSON SUBURB OF OMAHA, ON A
 MJ0681'TRIANGULAR TREE-DOTTED PLOT OF GROUND AT THE INTERSECTION OF
 MJ0681'MILITARY AVENUE, FIFTH-SECOND STREET AND MAPLE AVENUE, ABOUT
 MJ0681'100 YARDS SOUTHWEST OF THE BENSON HIGH SCHOOL, 67 FEET NORTHEAST
 MJ0681'OF THE NORTHEAST CURB OF MILITARY AVENUE, 52 FEET NORTH OF THE
 MJ0681'STATION MARK, 25 FEET WEST OF A STREET MARKER POST, AND 8.5 FEET
 MJ0681'SOUTH OF THE SOUTH CURB OF MAPLE AVENUE.  A BRONZE DISK SET IN
 MJ0681'THE TOP OF A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE
 MJ0681'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0682 ***********************************************************************
 MJ0682  DESIGNATION -  BENSON RM 2
 MJ0682  PID         -  MJ0682
 MJ0682  STATE/COUNTY-  NE/DOUGLAS
 MJ0682  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0682
 MJ0682                         *CURRENT SURVEY CONTROL
 MJ0682  ___________________________________________________________________
 MJ0682* NAD 83(1986)-  41 17 04.     (N)    095 59 43.     (W)     SCALED    
 MJ0682* NAVD 88     -       387.270  (meters)    1270.57   (feet)  ADJUSTED  
 MJ0682  ___________________________________________________________________
 MJ0682  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MJ0682  DYNAMIC HT  -         387.104 (meters)    1270.02  (feet)  COMP
 MJ0682  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 MJ0682
 MJ0682  VERT ORDER  -  FIRST     CLASS II
 MJ0682
 MJ0682.The horizontal coordinates were scaled from a topographic map and have
 MJ0682.an estimated accuracy of +/- 6 seconds.
 MJ0682
 MJ0682.The orthometric height was determined by differential leveling
 MJ0682.and adjusted by the National Geodetic Survey in June 1991..
 MJ0682
 MJ0682.The geoid height was determined by GEOID03.
 MJ0682
 MJ0682.The dynamic height is computed by dividing the NAVD 88
 MJ0682.geopotential number by the normal gravity value computed on the
 MJ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0682.degrees latitude (g = 980.6199 gals.).
 MJ0682
 MJ0682.The modeled gravity was interpolated from observed gravity values.
 MJ0682
 MJ0682;                    North         East    Units  Estimated Accuracy
 MJ0682;SPC NE       -   168,880.      835,250.      MT  (+/- 180 meters Scaled)
 MJ0682
 MJ0682                          SUPERSEDED SURVEY CONTROL
 MJ0682
 MJ0682  NGVD 29 (??/??/92)  387.144  (m)         1270.15   (f) ADJ UNCH    1 2
 MJ0682
 MJ0682.Superseded values are not recommended for survey control.
 MJ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0682.See file dsdata.txt to determine how the superseded data were derived.
 MJ0682
 MJ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF491746(NAD 83)
 MJ0682_MARKER: DR = REFERENCE MARK DISK
 MJ0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0682_STAMPING: BENSON NO 2 1934
 MJ0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0682+STABILITY: SURFACE MOTION
 MJ0682
 MJ0682  HISTORY     - Date     Condition        Report By
 MJ0682  HISTORY     - 1934     MONUMENTED       CGS
 MJ0682  HISTORY     - 1947     GOOD             NGS
 MJ0682
 MJ0682                          STATION DESCRIPTION
 MJ0682
 MJ0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0682'AT OMAHA.
 MJ0682'THE MARK IS LOCATED IN THE BENSON SUBURB OF OMAHA, ON A
 MJ0682'TRIANGULAR TREE-DOTTED PLOT OF GROUND AT THE INTERSECTION OF
 MJ0682'MILITARY AVENUE, FIFTY-SECOND STREET AND MAPLE AVENUE, ABOUT 100
 MJ0682'YARDS SOUTHWEST OF THE BENSON HIGH SCHOOL, 54 FEET NORTHEAST OF
 MJ0682'THE NORTHEAST CURB OF MILITARY AVENUE, 47 FEET EAST OF THE
 MJ0682'STATION MARK, 3 FEET SOUTH OF A POWER POLE, AND 2 FEET WEST OF
 MJ0682'THE WEST CURB OF FIFTY-SECOND STREET.  A BRONZE DISK SET IN THE
 MJ0682'TOP OF A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0712 ***********************************************************************
 NP0712  DESIGNATION -  BEREA
 NP0712  PID         -  NP0712
 NP0712  STATE/COUNTY-  NE/BOX BUTTE
 NP0712  USGS QUAD   -  SCHOOL NO.7 (1948)
 NP0712
 NP0712                         *CURRENT SURVEY CONTROL
 NP0712  ___________________________________________________________________
 NP0712* NAD 83(1995)-  42 14 56.10864(N)    103 00 12.69905(W)     ADJUSTED  
 NP0712* NAVD 88     -      1275.     (meters)    4183.     (feet)  SCALED    
 NP0712  ___________________________________________________________________
 NP0712  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 NP0712  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 NP0712
 NP0712  HORZ ORDER  -  SECOND
 NP0712
 NP0712.The horizontal coordinates were established by classical geodetic methods
 NP0712.and adjusted by the National Geodetic Survey in August 1997..
 NP0712
 NP0712.The orthometric height was scaled from a topographic map.
 NP0712
 NP0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0712
 NP0712.The geoid height was determined by GEOID03.
 NP0712
 NP0712;                    North         East     Units Scale Factor Converg.
 NP0712;SPC NE       -   272,502.987   252,241.253   MT  0.99974267   -1 59 25.5
 NP0712;UTM  13      - 4,679,343.750   664,700.408   MT  0.99993377   +1 20 33.5
 NP0712
 NP0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0712!SPC NE       -   0.99980302  x   0.99974267  =   0.99954574
 NP0712!UTM  13      -   0.99980302  x   0.99993377  =   0.99973680
 NP0712
 NP0712|---------------------------------------------------------------------|
 NP0712| PID    Reference Object                     Distance      Geod. Az  |
 NP0712|                                                           dddmmss.s |
 NP0712| CP9633 BEREA RM 1                           10.898 METERS 09024     |
 NP0712| NP0651 BEREA DEAVER ELEVATOR CO ELEV       APPROX. 4.5 KM 1511126.2 |
 NP0712| CP9634 BEREA RM 2                           18.299 METERS 17017     |
 NP0712| CP9632 BEREA AZ MK                                        2673521.5 |
 NP0712| NP0367 M 11                                               2703616.6 |
 NP0712| NP0708 HEMINGFORD MUNICIPAL STANDPIPE      APPROX.10.2 KM 3231352.5 |
 NP0712|---------------------------------------------------------------------|
 NP0712
 NP0712                          SUPERSEDED SURVEY CONTROL
 NP0712
 NP0712  NAD 83(1995)-  42 14 56.10850(N)    103 00 12.69896(W) AD(       ) 2
 NP0712  NAD 83(1986)-  42 14 56.10645(N)    103 00 12.69603(W) AD(       ) 2
 NP0712  NAD 27      -  42 14 56.24300(N)    103 00 10.98100(W) AD(       ) 2
 NP0712
 NP0712.Superseded values are not recommended for survey control.
 NP0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0712.See file dsdata.txt to determine how the superseded data were derived.
 NP0712
 NP0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6470079344(NAD 83)
 NP0712_MARKER: DB = BENCH MARK DISK
 NP0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0712
 NP0712  HISTORY     - Date     Condition        Report By
 NP0712  HISTORY     - 1946     MONUMENTED       USGS
 NP0712  HISTORY     - 1967     GOOD             USAF
 NP0712
 NP0712                          STATION DESCRIPTION
 NP0712
 NP0712'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0712'LOCATED ABOUT 3 MILES, AIR LINE, NORTHWEST OF BEREA AND ABOUT
 NP0712'6 MILES, AIR LINE, SOUTHEAST OF HEMINGFORD.  IT IS ON A
 NP0712'SMALL RIDGE AT THE NORTH EDGE OF AN EAST-WEST ROAD BETWEEN
 NP0712'TWO CULTIVATED FIELDS.  IT IS 0.2 MILE EAST OF STATE HIGHWAY
 NP0712'NO. 2 AND 1 FOOT SOUTH OF A FENCE LINE.  IT IS A USGS BM DISK
 NP0712'CEMENTED IN A 7 BY 7 INCH CONCRETE POST THAT PROJECTS 3 INCHES
 NP0712'AND IS STAMPED BEREA 1946.
 NP0712'
 NP0712'REFERENCE MARK NO. 1 IS AT THE SOUTH END OF A CULTIVATED FIELD
 NP0712'AND ON THE NORTH SIDE OF AN EAST-WEST ROAD AND 1 FOOT SOUTH OF
 NP0712'A FENCE LINE.  IT IS STAMPED BEREA NO 1 1946 AND PROJECTS
 NP0712'3 INCHES.
 NP0712'
 NP0712'REFERENCE MARK NO. 2 IS AT THE NORTH END OF A CULTIVATED
 NP0712'FIELD AND ON THE SOUTH SIDE OF AN EAST-WEST ROAD AND 1 FOOT
 NP0712'NORTH OF A FENCE LINE.  IT IS STAMPED BEREA NO 2 1946 AND
 NP0712'PROJECTS 2 INCHES.
 NP0712'
 NP0712'USC AND GS BM M 11 IS SET IN THE TOP OF A SQUARE CONCRETE
 NP0712'POST THAT IS FLUSH WITH THE GROUND.  IT IS 43.5 FEET EAST OF
 NP0712'THE EAST RAIL OF THE RAILROAD, 33 FEET NORTH OF THE CENTERLINE
 NP0712'OF A TRACK ROAD AND 4.5 FEET NORTHWEST OF A FENCE CORNER.
 NP0712'IT IS STAMPED BM M 11 1933.
 NP0712'
 NP0712'AZIMUTH MARK IS 0.1 MILE WEST OF STATE HIGHWAY NO. 2, 26 FEET
 NP0712'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND 1 FOOT NORTH
 NP0712'OF A FENCE LINE.  IT IS STAMPED BEREA USGS 1946 AND PROJECTS
 NP0712'6 INCHES.
 NP0712'
 NP0712'TO REACH FROM THE JUNCTION OF ROUTES NO. 19 AND NO. 2, WHICH
 NP0712'IS 1.5 MILES WEST OF THE BUSINESS DISTRICT OF ALLIANCE, GO
 NP0712'NORTHWEST ON STATE HIGHWAY NO. 2 TOWARD HEMINGFORD FOR 9.65
 NP0712'MILES TO A SCHOOL HOUSE ON THE LEFT IN THE VILLAGE OF BEREA.
 NP0712'CONTINUE NORTHWEST ON STATE HIGHWAY FOR 2.55 MILES TO CROSSROAD
 NP0712'AT SIGN ON THE LEFT FARM SHELTERBELT.  TURN RIGHT ACROSS
 NP0712'RAILROAD TRACKS AND GO 0.2 MILE TO THE STATION ON THE LEFT.
 NP0712'
 NP0712'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.2 MILE,
 NP0712'CROSS HIGHWAY AND CONTINUE WEST FOR 0.1 MILE TO THE AZIMUTH
 NP0712'MARK ON THE LEFT.
 NP0712
 NP0712                          STATION RECOVERY (1967)
 NP0712
 NP0712'RECOVERY NOTE BY US AIR FORCE 1967
 NP0712'STATION, REFERENCE MARKS, AND BM M11 WERE RECOVERED IN GOOD
 NP0712'CONDITION.  A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK
 NP0712'BUT NOT LOCATED.  POSSIBLY DESTROYED DURING WIDENING OF THE
 NP0712'GRAVEL ROAD.
 NP0712'
 NP0712'THE 1946 ROUTE DESCRIPTION IS ADEQUATE EXCEPT THE TO REACH
 NP0712'PORTION SHOULD READ--FROM THE JUNCTION OF U.S. HWY 385 AND
 NP0712'STATE HWY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0651 ***********************************************************************
 NP0651  DESIGNATION -  BEREA DEAVER ELEVATOR CO ELEV
 NP0651  PID         -  NP0651
 NP0651  STATE/COUNTY-  NE/BOX BUTTE
 NP0651  USGS QUAD   -  BEREA CREEK WEST (1948)
 NP0651
 NP0651                         *CURRENT SURVEY CONTROL
 NP0651  ___________________________________________________________________
 NP0651* NAD 83(1995)-  42 12 48.35743(N)    102 58 38.19441(W)     ADJUSTED  
 NP0651* NAVD 88     -                                                        
 NP0651  ___________________________________________________________________
 NP0651  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 NP0651  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 NP0651
 NP0651  HORZ ORDER  -  THIRD
 NP0651
 NP0651.The horizontal coordinates were established by classical geodetic methods
 NP0651.and adjusted by the National Geodetic Survey in August 1997..
 NP0651
 NP0651
 NP0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0651
 NP0651.The geoid height was determined by GEOID03.
 NP0651
 NP0651;                    North         East     Units Scale Factor Converg.
 NP0651;SPC NE       -   268,489.700   254,270.167   MT  0.99973482   -1 58 22.9
 NP0651;UTM  13      - 4,675,454.423   666,959.651   MT  0.99994300   +1 21 33.7
 NP0651
 NP0651                          SUPERSEDED SURVEY CONTROL
 NP0651
 NP0651  NAD 83(1995)-  42 12 48.35730(N)    102 58 38.19435(W) AD(       ) 4
 NP0651  NAD 83(1986)-  42 12 48.35410(N)    102 58 38.19141(W) AD(       ) 4
 NP0651  NAD 27      -  42 12 48.48000(N)    102 58 36.46600(W) AD(       ) 3
 NP0651
 NP0651.Superseded values are not recommended for survey control.
 NP0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0651.See file dsdata.txt to determine how the superseded data were derived.
 NP0651
 NP0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6696075454(NAD 83)
 NP0651_MARKER: 65 = GRAIN ELEVATOR
 NP0651
 NP0651  HISTORY     - Date     Condition        Report By
 NP0651  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0651
 NP0651                          STATION DESCRIPTION
 NP0651
 NP0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NP0651'LOCATED IN BEREA, 350 FEET EAST OF STATE HIGHWAY NO. 2, 9 FEET
 NP0651'EAST OF THE EAST RAIL OF THE RAILROAD SIDE-TRACKS, 150 FEET
 NP0651'WEST-NORTHWEST OF AN OLD WINDMILL AND 195 FEET NORTH OF THE
 NP0651'FARMERS UNION OIL TANKS.  THE ELEVATOR IS CONSTRUCTED IN THREE
 NP0651'SECTIONS, THE MIDDLE SECTION BEING THE HIGHER AND IS 22 FEET
 NP0651'SQUARE WITH A CUPOLA ON TOP.  IT IS APPROXIMATELY 50 FEET HIGH,
 NP0651'A WOODEN STRUCTURE COVERED WITH GALVANIZED TIN, UNPAINTED, AND
 NP0651'WAS BUILT 25 YEARS AGO.
 NP0651'
 NP0651'THE POINT OBSERVED UPON WAS THE EXTREME TOP OF THE CUPOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0956 ***********************************************************************
 LG0956  DESIGNATION -  BERGEN
 LG0956  PID         -  LG0956
 LG0956  STATE/COUNTY-  NE/HAMILTON
 LG0956  USGS QUAD   -  AURORA EAST (1968)
 LG0956
 LG0956                         *CURRENT SURVEY CONTROL
 LG0956  ___________________________________________________________________
 LG0956* NAD 83(1995)-  40 47 07.90406(N)    097 53 55.68569(W)     ADJUSTED  
 LG0956* NAVD 88     -       538.30   (+/-2cm)    1766.1    (feet)  VERTCON   
 LG0956  ___________________________________________________________________
 LG0956  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 LG0956  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 LG0956
 LG0956  HORZ ORDER  -  FIRST
 LG0956  VERT ORDER  -  THIRD ? (See Below)
 LG0956
 LG0956.The horizontal coordinates were established by classical geodetic methods
 LG0956.and adjusted by the National Geodetic Survey in August 1997..
 LG0956
 LG0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0956.The vertical order pertains to the NGVD 29 superseded value.
 LG0956
 LG0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0956
 LG0956.The geoid height was determined by GEOID03.
 LG0956
 LG0956;                    North         East     Units Scale Factor Converg.
 LG0956;SPC NE       -   107,874.743   677,292.423   MT  0.99973702   +1 23 32.8
 LG0956;UTM  14      - 4,515,532.469   592,912.874   MT  0.99970625   +0 43 09.8
 LG0956
 LG0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0956!SPC NE       -   0.99991963  x   0.99973702  =   0.99965667
 LG0956!UTM  14      -   0.99991963  x   0.99970625  =   0.99962591
 LG0956
 LG0956|---------------------------------------------------------------------|
 LG0956| PID    Reference Object                     Distance      Geod. Az  |
 LG0956|                                                           dddmmss.s |
 LG0956| CN7890 BERGEN RM 1                          23.820 METERS 06207     |
 LG0956| LG0954 HENDERSON MUNICIPAL STANDPIPE       APPROX. 7.3 KM 0952555.0 |
 LG0956| CN7891 BERGEN RM 2                          58.138 METERS 26646     |
 LG0956| LH1091 AURORA MUNICIPAL STANDPIPE          APPROX.12.4 KM 3154251.6 |
 LG0956| LH1090 AURORA HAMILTON CTHSE SPIRE         APPROX.12.6 KM 3162458.1 |
 LG0956| CN7889 BERGEN AZ MK                                       3200239.5 |
 LG0956|---------------------------------------------------------------------|
 LG0956
 LG0956                          SUPERSEDED SURVEY CONTROL
 LG0956
 LG0956  NAD 83(1986)-  40 47 07.91225(N)    097 53 55.68689(W) AD(       ) 1
 LG0956  NAD 27      -  40 47 07.87500(N)    097 53 54.50500(W) AD(       ) 1
 LG0956  NGVD 29 (07/19/86)  538.08   (m)         1765.4    (f) LEVELING    3  
 LG0956
 LG0956.Superseded values are not recommended for survey control.
 LG0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0956.See file dsdata.txt to determine how the superseded data were derived.
 LG0956
 LG0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9291315532(NAD 83)
 LG0956_MARKER: DS = TRIANGULATION STATION DISK
 LG0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0956
 LG0956  HISTORY     - Date     Condition        Report By
 LG0956  HISTORY     - 1950     MONUMENTED       CGS
 LG0956  HISTORY     - 1961     GOOD             CGS
 LG0956  HISTORY     - 1963     GOOD             CGS
 LG0956  HISTORY     - 1966     GOOD             CGS
 LG0956
 LG0956                          STATION DESCRIPTION
 LG0956
 LG0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0956'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF AURORA AND ABOUT
 LG0956'4-1/2 MILES WEST OF HENDERSON.  IT IS ABOUT 300 FEET SOUTHWEST
 LG0956'OF A FARM HOME, 43 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD,
 LG0956'28 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 11 FEET NORTH OF A
 LG0956'TELEPHONE POLE, 11 FEET NORTH NORTHEAST OF A FENCE CORNER, 6 FEET
 LG0956'NORTH NORTHEAST OF A WHITE WITNESS POST AND 3 FEET EAST OF A
 LG0956'FENCELINE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 LG0956'IS STAMPED BERGEN 1950.
 LG0956'
 LG0956'REFERENCE MARK NO. 1 IS 78 FEET NORTH OF THE CENTERLINE OF A DIRT
 LG0956'ROAD, 40 FEET EAST OF THE CENTERLINE OF A DRIVEWAY AND 1.5 FEET
 LG0956'SOUTH SOUTHWEST OF A POWERLINE POLE.  THE MARK PROJECTS ABOUT 6
 LG0956'INCHES AND THE DISK IS STAMPED BERGEN NO 1 1950.
 LG0956'
 LG0956'REFERENCE MARK NO. 2 IS 39 FEET EAST OF A TELEPHONE POLE, 31 FEET
 LG0956'NORTH OF THE CENTERLINE OF A ROAD AND 1 FOOT NORTH OF A FENCELINE.
 LG0956'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BERGEN NO 2
 LG0956'1950.
 LG0956'
 LG0956'AZIMUTH MARK IS 30 FEET WEST OF THE CENTERLINE OF A DIRT ROAD,
 LG0956'5 FEET SOUTH OF A POWERLINE POLE AND 2 FOOT NORTH OF A WHITE WITNESS
 LG0956'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LG0956'BERGEN 1950.
 LG0956'
 LG0956'TO REACH FROM THE HENDERSON STATE BANK IN HENDERSON, GO SOUTH
 LG0956'FOR 0.15 MILE.  TURN EAST FOR 0.05 MILE.  TURN SOUTH FOR 0.4 MILE
 LG0956'TO CROSSROADS.  TURN WEST AND GO 1.75 MILES TO STATE ROUTE 5.
 LG0956'CONTINUE WEST FOR 3 MILES TO A CROSSROADS.  TURN NORTH FOR 1 MILE
 LG0956'TO CROSSROADS.  (AZIMUTH MARK REACHED FROM THIS POINT BY
 LG0956'CONTINUEING NORTH FOR 0.2 MILE TO MARK ON WEST SIDE OF ROAD AS
 LG0956'DESCRIBED.) TURN EAST AND GO 0.2 MILE TO DRIVEWAY AND STATION
 LG0956'ON NORTH SIDE OF ROAD AS DESCRIBED.
 LG0956'
 LG0956'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0956
 LG0956                          STATION RECOVERY (1961)
 LG0956
 LG0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WEW)
 LG0956'STATION WAS SEARCHED AND DUG FOR BUT NOT RECOVERED.  R.M.S FOUND
 LG0956'IN GOOD CONDITION.
 LG0956
 LG0956                          STATION RECOVERY (1963)
 LG0956
 LG0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0956'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0956'IN GOOD CONDITION, EXCEPT THE STATION MARK IS ABOUT 14 INCHES BELOW
 LG0956'THE SURFACE OF AN ELEVATED CONTOUR USED FOR IRRIGATION.  THE LINE
 LG0956'OF SIGHT TO REFERENCE MARK NO. 2 WAS OBSTRUCTED TEMPORARILY BY
 LG0956'FARM MACHINERY, SO AN ANGLE TO IT WAS NOT MEASURED.  A COMPLETE
 LG0956'DESCRIPTION FOLLOWS.
 LG0956'
 LG0956'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF THE TOWN OF AURORA
 LG0956'AND 4 AND 1/2 MILES WEST OF THE SMALL TOWN OF HENDERSON, 131.5
 LG0956'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF FARMHOUSE WHICH IS OWNED
 LG0956'AND OCCUPIED BY MR. LEVI GOERTZEN, 108 FEET SOUTH-SOUTHEAST OF THE
 LG0956'SOUTHWEST CORNER OF METAL QUONSET-TYPE GRAIN STORAGE BIN, 43 FEET
 LG0956'NORTH OF THE CENTER OF GRAVEL ROAD, 28 FEET WEST OF THE CENTER
 LG0956'OF FARM DRIVEWAY, 11.5 FEET NORTH OF A LARGE FENCE CORNER POST,
 LG0956'AND 10 FEET NORTH OF A NEW STEEL WITNESS POST WITH SIGN.  THE
 LG0956'MARK IS 14 INCHES BELOW THE SURFACE OF THE CONTOUR GROUND AND THE
 LG0956'DISK IS STAMPED BERGEN 1950.
 LG0956'
 LG0956'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 LG0956'SQUARE IN AURORA, GO EAST FOR 0.25 MILE TO STATE HIGHWAY 14.
 LG0956'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 14 FOR 4.6 MILES TO
 LG0956'CROSSROADS.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 5.0 MILES TO
 LG0956'A CROSSROADS.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.8
 LG0956'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON GRAVEL
 LG0956'ROAD FOR 0.2 MILE TO CROSSROADS.  TURN LEFT AND GO EAST ON
 LG0956'GRAVEL ROAD FOR 0.2 MILE TO FARM ENTRANCE ON LEFT AND THE
 LG0956'STATION AS DESCRIBED.
 LG0956'
 LG0956'REFERENCE MARK NO. 1 IS 78.15 FEET NORTHEAST OF THE STATION, 78
 LG0956'FEET NORTH OF THE CENTER OF GRAVEL ROAD, 57 FEET SOUTHWEST OF THE
 LG0956'SOUTHWEST CORNER OF FARMHOUSE, 40 FEET EAST OF THE CENTER OF
 LG0956'DRIVEWAY, AND 1.5 FEET SOUTHWEST OF A POWER POLE.  THE MARK
 LG0956'PROJECTS 6 INCHES AND THE DISK IS STAMPED BERGEN NO 1 1950.
 LG0956'
 LG0956'REFERENCE MARK NO. 2 IS 190.74 FEET WEST OF THE STATION, 33 FEET
 LG0956'EAST OF A TELEPHONE POLE, 33 FEET NORTH OF THE CENTER OF GRAVEL
 LG0956'ROAD, AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 4 INCHES
 LG0956'AND THE DISK IS STAMPED BERGEN NO 2 1950.
 LG0956'
 LG0956'AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION, 122 FEET SOUTH
 LG0956'OF A POWER POLE, 85 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE,
 LG0956'33 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD, AND 1
 LG0956'FOOT SOUTH OF A NEW STEEL WITNESS POST WITH SIGN.  THE MARK
 LG0956'PROJECTS 4 INCHES AND THE DISK IS STAMPED BERGEN 1950.
 LG0956'
 LG0956'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 LG0956'ROAD FOR 0.2 MILE TO CROSSROADS.  TURN RIGHT AND GO NORTH ON GRAVEL
 LG0956'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LG0956'
 LG0956'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LG0956
 LG0956                          STATION RECOVERY (1966)
 LG0956
 LG0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 LG0956'ALL MARKS WERE RECOVERED AND ARE IN GOOD CONDITION.  THE LOCATION OF
 LG0956'THE STATION IS ADEQUATELY DESCRIBED.  DISTANCE AND ANGLE
 LG0956'MEASUREMENTS WERE MADE TO THE MARKS AND ALL CHECKED THE 1950 DATA.
 LG0956'
 LG0956'A NEW DESCRIPTION OF HOW TO REACH THE STATION FOLLOWS--STATION IS
 LG0956'REACHED FROM THE SOUTHEAST CORNER OF THE SQUARE IN AURORA, GO EAST
 LG0956'FOR 0.25 MILE TO STATE HIGHWAY 14.  TURN RIGHT AND GO SOUTH ON
 LG0956'STATE HIGHWAY 14 FOR 4.6 MILES TO A CROSSROADS.  TURN LEFT AND GO
 LG0956'EAST ON A GRAVELED ROAD FOR 5.0 MILES TO A CROSSROADS.  TURN RIGHT
 LG0956'AND GO SOUTH FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT, WEST
 LG0956'SIDE OF ROAD.  CONTINUE SOUTH ON GRAVELED ROAD FOR 0.2 MILE TO A
 LG0956'CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.2 MILE
 LG0956'TO AN ENTRANCE ROAD TO FARM YARD AND STATION MARK ON THE LEFT,
 LG0956'NORTH SIDE OF THE ROAD.
 LG0956'
 LG0956'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 LG0956'WEST OF HENDERSON.
 LG0956'
 LG0956'HEIGHT OF LIGHT ABOVE STATION MARK 87.37 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1018 ***********************************************************************
 LH1018  DESIGNATION -  BERTRAND
 LH1018  PID         -  LH1018
 LH1018  STATE/COUNTY-  NE/PHELPS
 LH1018  USGS QUAD   -  OXFORD NW (1971)
 LH1018
 LH1018                         *CURRENT SURVEY CONTROL
 LH1018  ___________________________________________________________________
 LH1018* NAD 83(1995)-  40 25 38.93873(N)    099 38 23.16811(W)     ADJUSTED  
 LH1018* NAVD 88     -       758.52   (+/-2cm)    2488.6    (feet)  VERTCON   
 LH1018  ___________________________________________________________________
 LH1018  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 LH1018  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 LH1018
 LH1018  HORZ ORDER  -  SECOND
 LH1018  VERT ORDER  -  THIRD ? (See Below)
 LH1018
 LH1018.The horizontal coordinates were established by classical geodetic methods
 LH1018.and adjusted by the National Geodetic Survey in August 1997..
 LH1018
 LH1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1018.The vertical order pertains to the NGVD 29 superseded value.
 LH1018
 LH1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1018
 LH1018.The geoid height was determined by GEOID03.
 LH1018
 LH1018;                    North         East     Units Scale Factor Converg.
 LH1018;SPC NE       -    66,032.919   530,563.677   MT  0.99983404   +0 14 19.4
 LH1018;UTM  14      - 4,475,401.890   445,731.402   MT  0.99963625   -0 24 53.6
 LH1018
 LH1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1018!SPC NE       -   0.99988490  x   0.99983404  =   0.99971896
 LH1018!UTM  14      -   0.99988490  x   0.99963625  =   0.99952119
 LH1018
 LH1018:                Primary Azimuth Mark                     Grid Az
 LH1018:SPC NE       -  BERTRAND MUNICIPAL TANK                  002 07 41.9
 LH1018:UTM  14      -  BERTRAND MUNICIPAL TANK                  002 46 54.9
 LH1018
 LH1018|---------------------------------------------------------------------|
 LH1018| PID    Reference Object                     Distance      Geod. Az  |
 LH1018|                                                           dddmmss.s |
 LH1018| LH1057 BERTRAND MUNICIPAL TANK             APPROX.11.4 KM 0022201.3 |
 LH1018| CN7893 BERTRAND RM 1                        22.585 METERS 25029     |
 LH1018| CN7894 BERTRAND RM 2                        20.243 METERS 34123     |
 LH1018| CN7892 BERTRAND AZ MK                                     3481801.3 |
 LH1018|---------------------------------------------------------------------|
 LH1018
 LH1018                          SUPERSEDED SURVEY CONTROL
 LH1018
 LH1018  NAD 83(1986)-  40 25 38.94415(N)    099 38 23.17067(W) AD(       ) 2
 LH1018  NAD 27      -  40 25 38.91700(N)    099 38 21.76200(W) AD(       ) 2
 LH1018  NGVD 29 (07/19/86)  758.23   (m)         2487.6    (f) LEVELING    3  
 LH1018
 LH1018.Superseded values are not recommended for survey control.
 LH1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1018.See file dsdata.txt to determine how the superseded data were derived.
 LH1018
 LH1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4573175402(NAD 83)
 LH1018_MARKER: DS = TRIANGULATION STATION DISK
 LH1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1018
 LH1018  HISTORY     - Date     Condition        Report By
 LH1018  HISTORY     - 1951     MONUMENTED       CGS
 LH1018
 LH1018                          STATION DESCRIPTION
 LH1018
 LH1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1018'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHWEST OF LOOMIS AND
 LH1018'ABOUT 7.0 MILES SOUTH OF BERTRAND IN THE SOUTHEAST ANGLE OF A T
 LH1018'INTERSECTION, 47 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD,
 LH1018'42 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD AND 3 FEET
 LH1018'NORTHWEST OF A WITNESS POST.  IT IS STAMPED BERTRAND 1951 AND
 LH1018'PROJECTS 2 INCHES.
 LH1018'
 LH1018'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 57 FEET
 LH1018'SOUTH OF THE SOUTH END OF A WIRE GATE, 26 FEET WEST OF THE
 LH1018'CENTER OF A NORTH-SOUTH ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 LH1018'FENCE LINE.  IT IS STAMPED BERTRAND NO 1 1951 AND PROJECTS
 LH1018'3 INCHES.
 LH1018'
 LH1018'REFERENCE MARK NO. 2 IS IN THE NORTHEAST ANGLE OF A T
 LH1018'INTERSECTION, 39 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD
 LH1018'AND 22 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD.  IT IS
 LH1018'STAMPED BERTRAND NO 2 1951 AND PROJECTS 3 INCHES.
 LH1018'
 LH1018'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 100.28 FEET.
 LH1018'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET WEST
 LH1018'OF THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET SOUTH OF A WITNESS
 LH1018'POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 LH1018'STAMPED BERTRAND 1951 AND PROJECTS 3 INCHES.
 LH1018'
 LH1018'TO REACH THE STATION FROM THE POST OFFICE IN BERTRAND, GO SOUTH
 LH1018'FOR 0.15 MILE TO AN INTERSECTION, TURN RIGHT AND GO WEST ON
 LH1018'STATE HIGHWAY 23 FOR 0.5 MILE TO A CROSSROAD AND POINT WHERE
 LH1018'HIGHWAY TURNS NORTH.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR
 LH1018'5.9 MILES TO AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE
 LH1018'SOUTH FOR 0.8 MILE TO A T ROAD LEFT AND STATION JUST SOUTH AS
 LH1018'DESCRIBED.
 LH1018'
 LH1018'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1058 ***********************************************************************
 LH1058  DESIGNATION -  BERTRAND IMMAN LUTH CH CROSS
 LH1058  PID         -  LH1058
 LH1058  STATE/COUNTY-  NE/PHELPS
 LH1058  USGS QUAD   -  BERTRAND (1971)
 LH1058
 LH1058                         *CURRENT SURVEY CONTROL
 LH1058  ___________________________________________________________________
 LH1058* NAD 83(1995)-  40 31 31.70516(N)    099 37 57.82560(W)     ADJUSTED  
 LH1058* NAVD 88     -                                                        
 LH1058  ___________________________________________________________________
 LH1058  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 LH1058  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 LH1058
 LH1058  HORZ ORDER  -  THIRD
 LH1058
 LH1058.The horizontal coordinates were established by classical geodetic methods
 LH1058.and adjusted by the National Geodetic Survey in August 1997..
 LH1058
 LH1058
 LH1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1058
 LH1058.The geoid height was determined by GEOID03.
 LH1058
 LH1058;                    North         East     Units Scale Factor Converg.
 LH1058;SPC NE       -    76,914.617   531,114.730   MT  0.99980367   +0 14 36.2
 LH1058;UTM  14      - 4,486,274.600   446,406.516   MT  0.99963535   -0 24 40.1
 LH1058
 LH1058                          SUPERSEDED SURVEY CONTROL
 LH1058
 LH1058  NAD 83(1986)-  40 31 31.71050(N)    099 37 57.82839(W) AD(       ) 4
 LH1058  NAD 27      -  40 31 31.68500(N)    099 37 56.42600(W) AD(       ) 3
 LH1058
 LH1058.Superseded values are not recommended for survey control.
 LH1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1058.See file dsdata.txt to determine how the superseded data were derived.
 LH1058
 LH1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4640786275(NAD 83)
 LH1058_MARKER: 91 = CHURCH CROSS
 LH1058
 LH1058  HISTORY     - Date     Condition        Report By
 LH1058  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1058  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH1058
 LH1058                          STATION DESCRIPTION
 LH1058
 LH1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1058'THE STATION IS LOCATED NEAR THE SOUTHEAST PART OF THE TOWN OF
 LH1058'BERTRAND, 62 FEET SOUTH OF AN EAST-WEST GRAVELED STREET AND 60
 LH1058'FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED STREET.
 LH1058'
 LH1058'IT IS A CROSS ON THE TOP OF THE BELFRY WHICH IS AT THE EAST END OF
 LH1058'A WHITE FRAME CHURCH.  THE OVERALL HEIGHT IS 75 FEET.
 LH1058'
 LH1058'THE POINT OBSERVED UPON WAS THE CROSS AT THE APEX OF THE BELFRY.
 LH1058
 LH1058                          STATION RECOVERY (2006)
 LH1058
 LH1058'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1058'THE WHITE FRAMED CHURCH WITH A BELFRY ON THE EAST END HAS BEEN
 LH1058'REPLACED WITH A BRICK CHURCH BUILDING WITH A SPIRE AT THE
 LH1058'SOUTH-CENTRAL PORTION OF THE BUILDING.  THE CURRENT SPIRE IS LOCATED
 LH1058'ABOUT 200 FEET EAST-SOUTHEAST OF THE LOCATION OF THE PUBLISHED
 LH1058'COORDINATES FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1057 ***********************************************************************
 LH1057  DESIGNATION -  BERTRAND MUNICIPAL TANK
 LH1057  PID         -  LH1057
 LH1057  STATE/COUNTY-  NE/PHELPS
 LH1057  USGS QUAD   -  BERTRAND (1971)
 LH1057
 LH1057                         *CURRENT SURVEY CONTROL
 LH1057  ___________________________________________________________________
 LH1057* NAD 83(1995)-  40 31 47.68232(N)    099 38 03.19205(W)     ADJUSTED  
 LH1057* NAVD 88     -                                                        
 LH1057  ___________________________________________________________________
 LH1057  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 LH1057  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH1057
 LH1057  HORZ ORDER  -  THIRD
 LH1057
 LH1057.The horizontal coordinates were established by classical geodetic methods
 LH1057.and adjusted by the National Geodetic Survey in August 1997..
 LH1057
 LH1057
 LH1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1057
 LH1057.The geoid height was determined by GEOID03.
 LH1057
 LH1057;                    North         East     Units Scale Factor Converg.
 LH1057;SPC NE       -    77,406.808   530,986.358   MT  0.99980236   +0 14 32.6
 LH1057;UTM  14      - 4,486,768.143   446,283.795   MT  0.99963552   -0 24 43.8
 LH1057
 LH1057                          SUPERSEDED SURVEY CONTROL
 LH1057
 LH1057  NAD 83(1986)-  40 31 47.68776(N)    099 38 03.19477(W) AD(       ) 4
 LH1057  NAD 27      -  40 31 47.66000(N)    099 38 01.79200(W) AD(       ) 3
 LH1057
 LH1057.Superseded values are not recommended for survey control.
 LH1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1057.See file dsdata.txt to determine how the superseded data were derived.
 LH1057
 LH1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4628486768(NAD 83)
 LH1057_MARKER: 53 = ELEVATED TANK
 LH1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1057+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH1057
 LH1057  HISTORY     - Date     Condition        Report By
 LH1057  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1057  HISTORY     - 1951     GOOD             CGS
 LH1057  HISTORY     - 20060513 GOOD             GEOCAC
 LH1057
 LH1057                          STATION DESCRIPTION
 LH1057
 LH1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1057'STEEL WATER TANK IN BERTRAND, SILVER PAINTED, PROBABLY MUNICIPAL
 LH1057'WATER SUPPLY.  TOWN OFF SCHEME AND NOT VISITED.  OBSERVED UPON
 LH1057'FINIAL.
 LH1057'
 LH1057'OBSERVED FROM GOLD AND BRACE
 LH1057
 LH1057                          STATION RECOVERY (1951)
 LH1057
 LH1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1057'THE STATION IS LOCATED IN THE NORTH EDGE OF THE TOWN OF BERTRAND,
 LH1057'108 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED STREET AND
 LH1057'17 FEET WEST OF THE WEST SIDE OF A RED BRICK BUILDING.
 LH1057'
 LH1057'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 LH1057'THE OVERALL HEIGHT IS 100 FEET.
 LH1057'
 LH1057'THE POINT OBSERVED UPON WAS THE TOP OF THE TANK.
 LH1057'
 LH1057'PROBABLY THE SAME STATION AS LOCATED IN 1934.
 LH1057
 LH1057                          STATION RECOVERY (2006)
 LH1057
 LH1057'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1057'THE TANK IS NOW DARK BLUE WITH THE WORD BERTRAND IN WHITE.  IT HAS
 LH1057'FOUR BLACK LEGS, AND THE TOP IS FLAT SUGGESTING THAT THE POINT
 LH1057'OBSERVED IN 1951 HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1342 ***********************************************************************
 LH1342  DESIGNATION -  BETHANY LUTHERAN CHURCH CROSS
 LH1342  PID         -  LH1342
 LH1342  STATE/COUNTY-  NE/KEARNEY
 LH1342  USGS QUAD   -  AXTELL EAST (1970)
 LH1342
 LH1342                         *CURRENT SURVEY CONTROL
 LH1342  ___________________________________________________________________
 LH1342* NAD 83(1995)-  40 28 02.26965(N)    099 05 06.13366(W)     ADJUSTED  
 LH1342* NAVD 88     -                                                        
 LH1342  ___________________________________________________________________
 LH1342  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LH1342  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 LH1342
 LH1342  HORZ ORDER  -  THIRD
 LH1342
 LH1342.The horizontal coordinates were established by classical geodetic methods
 LH1342.and adjusted by the National Geodetic Survey in August 1997..
 LH1342
 LH1342
 LH1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1342
 LH1342.The geoid height was determined by GEOID03.
 LH1342
 LH1342;                    North         East     Units Scale Factor Converg.
 LH1342;SPC NE       -    70,800.091   577,581.695   MT  0.99982135   +0 36 22.8
 LH1342;UTM  14      - 4,479,628.200   492,790.978   MT  0.99960064   -0 03 18.7
 LH1342
 LH1342                          SUPERSEDED SURVEY CONTROL
 LH1342
 LH1342  NAD 83(1986)-  40 28 02.27551(N)    099 05 06.13456(W) AD(       ) 4
 LH1342  NAD 27      -  40 28 02.23100(N)    099 05 04.82600(W) AD(       ) 3
 LH1342
 LH1342.Superseded values are not recommended for survey control.
 LH1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1342.See file dsdata.txt to determine how the superseded data were derived.
 LH1342
 LH1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9279179628(NAD 83)
 LH1342_MARKER: 91 = CHURCH CROSS
 LH1342
 LH1342  HISTORY     - Date     Condition        Report By
 LH1342  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1342
 LH1342                          STATION DESCRIPTION
 LH1342
 LH1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1342'THE STATION IS LOCATED ABOUT 3.0 MILES EAST-SOUTHEAST OF AXTELL.
 LH1342'IT IS 200.0 FEET NORTH OF THE CENTER OF AN EAST-WEST GRADED
 LH1342'ROAD AND 75.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 LH1342'ROAD.  IT IS A SILVER COLORED SPIRE WITH A 6 FOOT HIGH CROSS
 LH1342'AT ITS TOP.  IT HAS AN OVERALL HEIGHT OF 90.0 FEET.
 LH1342'
 LH1342'THE CROSS AT THE TOP OF THE SPIRE WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1063 ***********************************************************************
 LG1063  DESIGNATION -  BETHEL WELCH C M CHURCH SPIRE
 LG1063  PID         -  LG1063
 LG1063  STATE/COUNTY-  NE/GAGE
 LG1063  USGS QUAD   -  WYMORE (1970)
 LG1063
 LG1063                         *CURRENT SURVEY CONTROL
 LG1063  ___________________________________________________________________
 LG1063* NAD 83(1995)-  40 03 32.79982(N)    096 39 06.85934(W)     ADJUSTED  
 LG1063* NAVD 88     -                                                        
 LG1063  ___________________________________________________________________
 LG1063  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 LG1063  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 LG1063
 LG1063  HORZ ORDER  -  THIRD
 LG1063
 LG1063.The horizontal coordinates were established by classical geodetic methods
 LG1063.and adjusted by the National Geodetic Survey in August 1997..
 LG1063
 LG1063
 LG1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1063
 LG1063.The geoid height was determined by GEOID03.
 LG1063
 LG1063;                    North         East     Units Scale Factor Converg.
 LG1063;SPC NE       -    30,599.788   785,581.160   MT  0.99997381   +2 13 07.6
 LG1063;SPC KS N     -   192,449.747   515,021.911   MT  1.00005639   +0 51 10.7
 LG1063;UTM  14      - 4,436,959.873   700,269.455   MT  1.00009377   +1 30 42.1
 LG1063
 LG1063                          SUPERSEDED SURVEY CONTROL
 LG1063
 LG1063  NAD 83(1986)-  40 03 32.80593(N)    096 39 06.85496(W) AD(       ) 4
 LG1063  NAD 27      -  40 03 32.80000(N)    096 39 05.74000(W) AD(       ) 3
 LG1063
 LG1063.Superseded values are not recommended for survey control.
 LG1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1063.See file dsdata.txt to determine how the superseded data were derived.
 LG1063
 LG1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0026936960(NAD 83)
 LG1063_MARKER: 90 = CHURCH SPIRE
 LG1063
 LG1063  HISTORY     - Date     Condition        Report By
 LG1063  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1063  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LG1063
 LG1063                          STATION DESCRIPTION
 LG1063
 LG1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1063'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF THE KANSAS-NEBRASKA
 LG1063'STATE LINE, 3 MILES SOUTH OF WYMORE, 150 FEET SOUTHEAST
 LG1063'OF THE INTERSECTION OF A CROSSROAD AND 100 FEET EAST OF THE
 LG1063'CENTER OF U.S. HIGHWAY 77.  IT IS A SMALL SPIRE AT THE NORTHWEST
 LG1063'CORNER OF THE CHURCH BUILDING AND ABOUT 30 FEET IN HEIGHT.
 LG1063'
 LG1063'THE POINT OBSERVED UPON WAS THE FINIAL AT THE APEX OF THE
 LG1063'SPIRE.
 LG1063
 LG1063                          STATION RECOVERY (2004)
 LG1063
 LG1063'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1063'STATION NOT FOUND. SITE LOCATED. CHURCH NO LONGER EXISTS. SITE IS
 LG1063'SOUTH OF E. SYCAMORE ROAD AND EAST OF U.S. HIGHWAY 77. THE BETHEL
 LG1063'CEMETERY HAS BEEN EXPANDED TO INCLUDE THE OLD CHURCH SITE. A MONUMENT
 LG1063'TO THE BETHEL CHURCH WITH THE OLD CHURCH BUILDING ETCHED INTO THE
 LG1063'MONUMENT EXISTS AT THE CEMETERY. THIS STATION SHOULD BE DECLARED
 LG1063'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0574 ***********************************************************************
 MN0574  DESIGNATION -  BETTY
 MN0574  PID         -  MN0574
 MN0574  STATE/COUNTY-  NE/BANNER
 MN0574  USGS QUAD   -  SINGLETON RANCH (1979)
 MN0574
 MN0574                         *CURRENT SURVEY CONTROL
 MN0574  ___________________________________________________________________
 MN0574* NAD 83(1995)-  41 23 40.02881(N)    103 23 21.75276(W)     ADJUSTED  
 MN0574* NAVD 88     -      1441.     (meters)    4728.     (feet)  SCALED    
 MN0574  ___________________________________________________________________
 MN0574  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 MN0574  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 MN0574
 MN0574  HORZ ORDER  -  THIRD
 MN0574
 MN0574.The horizontal coordinates were established by classical geodetic methods
 MN0574.and adjusted by the National Geodetic Survey in August 1997..
 MN0574
 MN0574.The orthometric height was scaled from a topographic map.
 MN0574
 MN0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0574
 MN0574.The geoid height was determined by GEOID03.
 MN0574
 MN0574;                    North         East     Units Scale Factor Converg.
 MN0574;SPC NE       -   178,877.197   216,709.911   MT  0.99966048   -2 14 46.1
 MN0574;UTM  13      - 4,583,798.112   634,647.457   MT  0.99982312   +1 03 54.6
 MN0574
 MN0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0574!SPC NE       -   0.99977710  x   0.99966048  =   0.99943765
 MN0574!UTM  13      -   0.99977710  x   0.99982312  =   0.99960026
 MN0574
 MN0574|---------------------------------------------------------------------|
 MN0574| PID    Reference Object                     Distance      Geod. Az  |
 MN0574|                                                           dddmmss.s |
 MN0574| CP7436 BETTY RM 1                           17.650 METERS 08830     |
 MN0574| CP7435 BETTY AZ MK                                        0894158.7 |
 MN0574| CP7437 BETTY RM 2                           17.365 METERS 34730     |
 MN0574|---------------------------------------------------------------------|
 MN0574
 MN0574                          SUPERSEDED SURVEY CONTROL
 MN0574
 MN0574  NAD 83(1995)-  41 23 40.02814(N)    103 23 21.75224(W) AD(       ) 3
 MN0574  NAD 83(1986)-  41 23 40.02048(N)    103 23 21.75328(W) AD(       ) 3
 MN0574  NAD 27      -  41 23 40.09970(N)    103 23 19.99650(W) AD(       ) 3
 MN0574
 MN0574.Superseded values are not recommended for survey control.
 MN0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0574.See file dsdata.txt to determine how the superseded data were derived.
 MN0574
 MN0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF3464783798(NAD 83)
 MN0574_MARKER: DS = TRIANGULATION STATION DISK
 MN0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0574
 MN0574  HISTORY     - Date     Condition        Report By
 MN0574  HISTORY     - 1963     MONUMENTED       CGS
 MN0574
 MN0574                          STATION DESCRIPTION
 MN0574
 MN0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0574'THE STATION IS 12-1/4 MILES NORTH AND 3-1/2 MILES WEST OF
 MN0574'POTTER, 1 MILE WEST OF THE SOUTHEAST CORNER OF BANNER COUNTY,
 MN0574'ON THE BANNER-KIMBALL COUNTY LINE, IN THE SOUTHWEST CORNER
 MN0574'OF SECTION 36, T 17 N, R 53 W, ON THE NORTH RIGHT-OF-WAY
 MN0574'OF A SECTION LINE ROAD.
 MN0574'
 MN0574'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0574'AND STATE HIGHWAY SPUR 130, 1 MILE SOUTH OF DIX, GO NORTH ON SPUR
 MN0574'130 AND A GRAVEL ROAD FOR 1.0 MILE TO A RAILROAD CROSSING
 MN0574'IN DIX.  CROSS THE TRACKS AND CONTINUE NORTH ON A GRAVEL
 MN0574'ROAD FOR 9.9 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 MN0574'AND GO EAST ON A GRAVEL ROAD FOR 6.0 MILES TO A CROSSROAD.
 MN0574'TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 1.0 MILE TO A
 MN0574'FENCE CORNER AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 MN0574'STRAIGHT AHEAD FOR 100 FEET TO A SECTION LINE ROAD ON THE
 MN0574'LEFT.  TURN SHARP LEFT AND GO WEST ON A TRACK ROAD FOR 0.5
 MN0574'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE
 MN0574'WEST ON THE TRACK ROAD FOR 0.1 MILE TO A FENCE CORNER AND
 MN0574'THE STATION ON THE RIGHT.
 MN0574'
 MN0574'STATION MARKS ARE STANDARD DISKS STAMPED BETTY 1963.  THE
 MN0574'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0574'2 INCHES.  IT IS 66.5 FEET NORTHEAST OF A POWER POLE, 13
 MN0574'FEET NORTH OF THE CENTER OF THE TRACK ROAD, 10 FEET EAST OF
 MN0574'A FENCE CORNER, 5.5 FEET EAST OF A METAL WITNESS POST AND 1
 MN0574'FOOT SOUTH OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN
 MN0574'IRREGULAR MASS ON CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 MN0574'GROUND.
 MN0574'
 MN0574'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BETTY NO 1 1963,
 MN0574'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 MN0574'IT IS 15 FEET NORTH OF THE CENTER OF THE TRACK ROAD, AND
 MN0574'1 FOOT SOUTH OF A FENCE.
 MN0574'
 MN0574'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BETTY NO 2
 MN0574'1963, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0574'IT IS 56 FEET NORTH OF THE METAL WITNESS POST, AND 2 FEET
 MN0574'SOUTHWEST OF A T-FENCE CORNER.
 MN0574'
 MN0574'AZIMUTH MARK IS A STANDARD DISK STAMPED BETTY 1963, SET IN
 MN0574'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 30
 MN0574'FEET EAST OF THE CENTER OF A GRAVEL ROAD, 3.5 FEET SOUTHEAST
 MN0574'OF A FENCE CORNER, 3 FEET NORTH OF A POWER POLE, AND 1.5
 MN0574'FEET SOUTH OF A METAL WITNESS POST.
 MN0574'
 MN0574'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4128 ***********************************************************************
 AB4128  CBN         -  This is a Cooperative Base Network Control Station.
 AB4128  PACS        -  This is a Primary Airport Control Station.
 AB4128  DESIGNATION -  BIE A
 AB4128  PID         -  AB4128
 AB4128  STATE/COUNTY-  NE/GAGE
 AB4128  USGS QUAD   -  BEATRICE WEST (1980)
 AB4128
 AB4128                         *CURRENT SURVEY CONTROL
 AB4128  ___________________________________________________________________
 AB4128* NAD 83(1995)-  40 17 41.60166(N)    096 45 08.40944(W)     ADJUSTED  
 AB4128* NAVD 88     -       397.31   (meters)    1303.5    (feet)  GPS OBS   
 AB4128  ___________________________________________________________________
 AB4128  X           -    -572,825.140 (meters)                     COMP
 AB4128  Y           -  -4,838,085.264 (meters)                     COMP
 AB4128  Z           -   4,103,253.921 (meters)                     COMP
 AB4128  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 AB4128  ELLIP HEIGHT-         370.24  (meters)          (07/10/01) GPS OBS
 AB4128  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AB4128
 AB4128  HORZ ORDER  -  B
 AB4128  ELLP ORDER  -  FOURTH    CLASS I
 AB4128
 AB4128.This mark is at Beatrice Municipal Airport (BIE)
 AB4128
 AB4128.The horizontal coordinates were established by GPS observations
 AB4128.and adjusted by the National Geodetic Survey in June 1996..
 AB4128
 AB4128.The orthometric height was determined by GPS observations and a
 AB4128.high-resolution geoid model.
 AB4128
 AB4128.GPS derived orthometric heights for airport stations designated as
 AB4128.PACS or SACS are published to 2 decimal places.  This maintains
 AB4128.centimeter relative accuracy between the PACS and SACS.  It does
 AB4128.not indicate centimeter accuracy relative to other marks which are
 AB4128.part of the NAVD 88 network.
 AB4128
 AB4128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4128
 AB4128.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4128
 AB4128.The ellipsoidal height was determined by GPS observations
 AB4128.and is referenced to NAD 83.
 AB4128
 AB4128.The geoid height was determined by GEOID03.
 AB4128
 AB4128;                    North         East     Units Scale Factor Converg.
 AB4128;SPC NE       -    56,432.966   776,035.747   MT  0.99987969   +2 09 08.0
 AB4128;UTM  14      - 4,462,911.942   691,040.176   MT  1.00004928   +1 27 14.6
 AB4128
 AB4128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4128!SPC NE       -   0.99994192  x   0.99987969  =   0.99982162
 AB4128!UTM  14      -   0.99994192  x   1.00004928  =   0.99999120
 AB4128
 AB4128:                Primary Azimuth Mark                     Grid Az
 AB4128:SPC NE       -  BEAPORT AZ MK                            350 34 29.7
 AB4128:UTM  14      -  BEAPORT AZ MK                            351 16 23.1
 AB4128
 AB4128|---------------------------------------------------------------------|
 AB4128| PID    Reference Object                     Distance      Geod. Az  |
 AB4128|                                                           dddmmss.s |
 AB4128| LG1203 BEAPORT AZ MK                       APPROX. 0.6 KM 3524337.7 |
 AB4128|---------------------------------------------------------------------|
 AB4128
 AB4128                          SUPERSEDED SURVEY CONTROL
 AB4128
 AB4128  ELLIP H (06/25/96)  370.32   (m)                       GP(       ) 1 1
 AB4128
 AB4128.Superseded values are not recommended for survey control.
 AB4128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4128.See file dsdata.txt to determine how the superseded data were derived.
 AB4128
 AB4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9104062912(NAD 83)
 AB4128_MARKER: I = METAL ROD
 AB4128_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4128_STAMPING: BIE A 1995
 AB4128_MARK LOGO: NGS   
 AB4128_PROJECTION: FLUSH
 AB4128_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4128+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 AB4128_ROD/PIPE-DEPTH: 9.54 meters
 AB4128_SLEEVE-DEPTH  : 1 meters
 AB4128
 AB4128  HISTORY     - Date     Condition        Report By
 AB4128  HISTORY     - 1995     MONUMENTED       NGS
 AB4128  HISTORY     - 19970522 GOOD             NGS
 AB4128  HISTORY     - 20000605 GOOD             NEDR
 AB4128
 AB4128                          STATION DESCRIPTION
 AB4128
 AB4128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4128'THE STATION IS LOCATED ABOUT 39.0 MI (62.8 KM) SOUTH OF LINCOLN, 2.5
 AB4128'MI (4.0 KM) NORTH OF BEATRICE AND AT THE BEATRICE MUNICIPAL AIRPORT.
 AB4128'OWNERSHIP--BEATRICE AIRPORT AUTHORITY, BOX 277, BEATRICE NE 68310.
 AB4128'AIRPORT MANAGER, DON FRITZWATER, PHONE (402) 223-5349.  FBO (402)
 AB4128'223-5349.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 AB4128'AND STATE HIGHWAYS 4 AND 136 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77
 AB4128'FOR 2.4 MI (3.9 KM) TO A ROAD LEFT, TURN LEFT AND GO WESTERLY
 AB4128'FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO THE AIRPORT
 AB4128'OFFICE ON THE RIGHT, CONTINUE AHEAD AND FOLLOW AIRPORT ENTRANCE ROAD
 AB4128'SOUTHERLY FOR 0.05 MI (0.08 KM) TO A GATE ON THE RIGHT, TURN RIGHT,
 AB4128'PASS THROUGH GATE, TURN RIGHT THEN RIGHT AGAIN AND GO WESTERLY ON A
 AB4128'PAVED TAXIWAY FOR 0.1 MI (0.2 KM) TO THE APRON ON THE WEST SIDE OF THE
 AB4128'OFFICE BUILDING, BEAR LEFT AND GO WEST ON THE APRON, THEN A CONNECTOR
 AB4128'TAXIWAY FOR 0.1 MI (0.2 KM) TO A TAXIWAY INTERSECTION, TURN LEFT AND
 AB4128'GO SOUTH ON THE PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO A RUNWAY
 AB4128'INTERSECTION, CONTINUE AHEAD AND GO SOUTH ON THE PARALLEL TAXIWAY FOR
 AB4128'0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 324.0 FT
 AB4128'(98.8 M) EAST OF THE RUNWAY CENTER, 157.9 FT (48.1 M) EAST OF THE EAST
 AB4128'EDGE OF A CONCRETE PAD FOR A TAXIWAY IDENTIFIER SIGN, 101.0 FT (30.8
 AB4128'M) NORTH OF A TAXIWAY LIGHT (23), 73.0 FT (22.3 M) WEST OF THE
 AB4128'PARALLEL TAXIWAY CENTER, 51.8 FT (15.8 M) WEST-SOUTHWEST OF A TAXIWAY
 AB4128'LIGHT (20), 49.5 FT (15.1 M) WEST-NORTHWEST OF A TAXIWAY LIGHT (21)
 AB4128'AND 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.  NOTE--THIS STATION WAS
 AB4128'USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4128
 AB4128                          STATION RECOVERY (1997)
 AB4128
 AB4128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4128'RECOVERED AS DESCRIBED.
 AB4128
 AB4128                          STATION RECOVERY (2000)
 AB4128
 AB4128'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4128'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0429 ***********************************************************************
 MN0429  DESIGNATION -  BIG
 MN0429  PID         -  MN0429
 MN0429  STATE/COUNTY-  NE/DEUEL
 MN0429  USGS QUAD   -  BARTON (1961)
 MN0429
 MN0429                         *CURRENT SURVEY CONTROL
 MN0429  ___________________________________________________________________
 MN0429* NAD 83(1995)-  41 05 28.94627(N)    102 10 13.44409(W)     ADJUSTED  
 MN0429* NAVD 88     -      1097.     (meters)    3599.     (feet)  SCALED    
 MN0429  ___________________________________________________________________
 MN0429  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 MN0429  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 MN0429
 MN0429  HORZ ORDER  -  THIRD
 MN0429
 MN0429.The horizontal coordinates were established by classical geodetic methods
 MN0429.and adjusted by the National Geodetic Survey in August 1997..
 MN0429
 MN0429.The orthometric height was scaled from a topographic map.
 MN0429
 MN0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0429
 MN0429.The geoid height was determined by GEOID03.
 MN0429
 MN0429;                    North         East     Units Scale Factor Converg.
 MN0429;SPC NE       -   141,963.312   317,721.976   MT  0.99968460   -1 26 17.9
 MN0429;SPC CO N     -   505,262.244 1,194,103.330   MT  1.00006452   +2 09 04.9
 MN0429;SPC CO N     - 1,657,681.21  3,917,654.01   sFT  1.00006452   +2 09 04.9
 MN0429;UTM  13      - 4,552,759.325   737,657.965   MT  1.00029520   +1 51 38.4
 MN0429
 MN0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0429!SPC NE       -   0.99983109  x   0.99968460  =   0.99951574
 MN0429!SPC CO N     -   0.99983109  x   1.00006452  =   0.99989560
 MN0429!UTM  13      -   0.99983109  x   1.00029520  =   1.00012624
 MN0429
 MN0429|---------------------------------------------------------------------|
 MN0429| PID    Reference Object                     Distance      Geod. Az  |
 MN0429|                                                           dddmmss.s |
 MN0429| CP7439 BIG RM 1                             36.735 METERS 03211     |
 MN0429| CP7440 BIG RM 2                             19.505 METERS 09134     |
 MN0429| CP7438 BIG AZ MK                                          0925216.8 |
 MN0429|---------------------------------------------------------------------|
 MN0429
 MN0429                          SUPERSEDED SURVEY CONTROL
 MN0429
 MN0429  NAD 83(1995)-  41 05 28.94603(N)    102 10 13.44525(W) AD(       ) 3
 MN0429  NAD 83(1986)-  41 05 28.94564(N)    102 10 13.44518(W) AD(       ) 3
 MN0429  NAD 27      -  41 05 28.97990(N)    102 10 11.78430(W) AD(       ) 3
 MN0429
 MN0429.Superseded values are not recommended for survey control.
 MN0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0429.See file dsdata.txt to determine how the superseded data were derived.
 MN0429
 MN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3765852759(NAD 83)
 MN0429_MARKER: DS = TRIANGULATION STATION DISK
 MN0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0429_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0429
 MN0429  HISTORY     - Date     Condition        Report By
 MN0429  HISTORY     - 1963     MONUMENTED       CGS
 MN0429
 MN0429                          STATION DESCRIPTION
 MN0429
 MN0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0429'THE STATION IS LOCATED ABOUT 16 MILES EAST OF CHAPELL AND 6 MILES
 MN0429'NORTHWEST OF BIG SPRINGS.  IT IS NEAR THE NORTH RIGHT-OF-WAY
 MN0429'LINE ALONG U.S. HIGHWAY 30.
 MN0429'
 MN0429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND
 MN0429'385 IN CHAPELL, DRIVE EAST ON U.S. HIGHWAY 30 FOR 6.9 MILES
 MN0429'TO THE JUNCTION OF STATE HIGHWAY 27.  CONTINUE EAST ON U.S.
 MN0429'HIGHWAY 30 FOR 9.0 MILE TO A CROSS ROAD AND THE STATION ON
 MN0429'THE NORTH SIDE OF THE HIGHWAY.
 MN0429'
 MN0429'THE STATION MARK IS A STANDARD DISK, STAMPED BIG 1963, SET
 MN0429'IN THE TOP OF CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES
 MN0429'IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 MN0429'SURFACE.  IT IS 42.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 MN0429'30, 36.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 MN0429'ROAD, 3.8 FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN
 MN0429'ATTACHED AND 3.0 FEET NORTH OF A POWER LINE POLE.
 MN0429'
 MN0429'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIG NO 1 1963,
 MN0429'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0429'10 INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE
 MN0429'GROUND SURFACE.  IT IS 145 FEET NORTH OF THE CENTER OF U.S.
 MN0429'HIGHWAY 30, 31.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 MN0429'GRAVELED ROAD AND 0.4 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE
 MN0429'ALONG THE GRAVELED ROAD.
 MN0429'
 MN0429'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIG NO 2 1963,
 MN0429'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 10
 MN0429'INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 MN0429'SURFACE.  IT IS 41.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 MN0429'30, 31.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 MN0429'ROAD, 2.5 FEET NORTHWEST OF A POWER LINE POLE AND 1.0
 MN0429'NORTHWEST OF A FENCE CORNER POST.
 MN0429'
 MN0429'TO REACH THE AZIMUTH MARK FROM THE STATION AND CROSS ROAD,
 MN0429'DRIVE EAST ON U.S. HIGHWAY 30 FOR 0.3 MILE TO THE AZIMUTH MARK
 MN0429'ON THE SOUTH SIDE OF THE HIGHWAY.
 MN0429'
 MN0429'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BIG 1963, SET IN
 MN0429'THE TOP OF CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES
 MN0429'IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
 MN0429'IT IS 31.6 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 30, 1.6
 MN0429'FEET SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0429'AND 1.0 FOOT WEST OF A TELEPHONE POLE WITH A GUY CABLE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0469 ***********************************************************************
 NO0469  DESIGNATION -  BIG CREEK
 NO0469  PID         -  NO0469
 NO0469  STATE/COUNTY-  NE/CHERRY
 NO0469  USGS QUAD   -  MAYHEW LAKE (1987)
 NO0469
 NO0469                         *CURRENT SURVEY CONTROL
 NO0469  ___________________________________________________________________
 NO0469* NAD 83(1995)-  42 18 55.49957(N)    101 02 17.76326(W)     ADJUSTED  
 NO0469* NAVD 88     -      1068.0    (meters)    3504.     (feet)  VERTCON   
 NO0469  ___________________________________________________________________
 NO0469  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 NO0469  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 NO0469
 NO0469  HORZ ORDER  -  FIRST
 NO0469
 NO0469.The horizontal coordinates were established by classical geodetic methods
 NO0469.and adjusted by the National Geodetic Survey in August 1997..
 NO0469
 NO0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0469
 NO0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0469
 NO0469.The geoid height was determined by GEOID03.
 NO0469
 NO0469;                    North         East     Units Scale Factor Converg.
 NO0469;SPC NE       -   276,097.477   414,427.590   MT  0.99975843   -0 41 17.0
 NO0469;UTM  14      - 4,686,809.365   332,028.338   MT  0.99994716   -1 22 21.0
 NO0469
 NO0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0469!SPC NE       -   0.99983573  x   0.99975843  =   0.99959420
 NO0469!UTM  14      -   0.99983573  x   0.99994716  =   0.99978290
 NO0469
 NO0469|---------------------------------------------------------------------|
 NO0469| PID    Reference Object                     Distance      Geod. Az  |
 NO0469|                                                           dddmmss.s |
 NO0469| CP9649 BIG CREEK RM 1                       39.545 METERS 12031     |
 NO0469| CP9650 BIG CREEK RM 2                       35.092 METERS 21236     |
 NO0469| CP9648 BIG CREEK AZ MK                                    3291512.2 |
 NO0469|---------------------------------------------------------------------|
 NO0469
 NO0469                          SUPERSEDED SURVEY CONTROL
 NO0469
 NO0469  NAD 83(1986)-  42 18 55.49850(N)    101 02 17.76970(W) AD(       ) 1
 NO0469  NAD 27      -  42 18 55.49500(N)    101 02 16.19800(W) AD(       ) 1
 NO0469  NGVD 29 (07/19/86) 1067.7    (m)         3503.     (f) VERT ANG       
 NO0469
 NO0469.Superseded values are not recommended for survey control.
 NO0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0469.See file dsdata.txt to determine how the superseded data were derived.
 NO0469
 NO0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3202886809(NAD 83)
 NO0469_MARKER: DS = TRIANGULATION STATION DISK
 NO0469_SETTING: 0 = UNSPECIFIED SETTING
 NO0469
 NO0469  HISTORY     - Date     Condition        Report By
 NO0469  HISTORY     - 1933     MONUMENTED       CGS
 NO0469  HISTORY     - 1946     GOOD             CGS
 NO0469  HISTORY     - 1949     GOOD             CGS
 NO0469
 NO0469                          STATION DESCRIPTION
 NO0469
 NO0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0469'STATION IS ABOUT 19 MILES NORTH OF MULLEN, SOUTH OF BIG CREEK
 NO0469'NEAR QUARTER CORNER SECTIONS 15 AND 14 T. 27 N., R. 32 W.
 NO0469'FROM MULLEN FOLLOW G.P. HIGHWAY NORTH 19.3 MILE TO TOP OF
 NO0469'HEAVY GRADE.  STATION IS WEST OF THIS POINT ABOUT 1/2 MILE.
 NO0469'TRUCK CAN BE DRIVEN UP BY GOING UP FROM THE NORTHWEST SIDE
 NO0469'OF HILL.  IT IS ON THE NORTHEASTERLY OF TWO HIGHEST SUMMITS.
 NO0469'
 NO0469'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION.
 NO0469'
 NO0469'REFERENCE MARK NO. 2 IS WEST OF STATION AT BREAK IN SMALL
 NO0469'HILL.
 NO0469'
 NO0469'AZIMUTH MARK IS NORTHWEST BY NORTH FROM STATION IN FENCE
 NO0469'LINE, WHICH IS THE QUARTER FENCE DIVIDING SECTION 15.  FENCE
 NO0469'RUNS EAST AND WEST.  ALL MARKS ARE CAST-IRON, CONCRETE FILLED
 NO0469'PIPES WITH STANDARD BRONZE DISKS IN TOP.  PIPE SET FIVE
 NO0469'FEET IN GROUND AND PROTRUDING ABOUT 0.5 FEET.
 NO0469'
 NO0469'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NO0469
 NO0469                          STATION RECOVERY (1946)
 NO0469
 NO0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0469'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 NO0469'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 NO0469'
 NO0469'LOCATED ABOUT 19 MILES, AIRLINE, NORTH OF MULLEN ON THE
 NO0469'NORTHEASTERLY SUMMIT OF AN EAST-WEST RIDGE AND ABOUT 1.5 MILES
 NO0469'SOUTHWEST OF A SMALL SCHOOL HOUSE.  IT IS 6 FEET SOUTHEAST
 NO0469'OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING 3 FEET.
 NO0469'IT IS A STANDARD DISK STAMPED BIG CREEK 1933, CEMENTED IN
 NO0469'THE TOP OF A 4-INCH IRON SOIL PIPE PROJECTING 8 INCHES.
 NO0469'
 NO0469'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL.  IT IS
 NO0469'A STANDARD DISK, STAMPED BIG GREER NO 1 1933 CEMENTED IN THE TOP OF
 NO0469'A 4-INCH IRON SOIL PIPE PROJECTING 8 INCHES.
 NO0469'
 NO0469'REFERENCE MARK NO. 2 IS ON A SMALL ROUNDED KNOLL SOUTHWEST
 NO0469'OF THE STATION.  IT IS A STANDARD DISK, STAMPED BIG CREEK
 NO0469'NO 2 1946, CEMENTED IN THE TOP OF A 4-INCH IRON SOIL PIPE
 NO0469'PROJECTING 6 INCHES.
 NO0469'
 NO0469'AZIMUTH MARK IS 0.2 MILE NORTHWEST OF THE STATION, 3 FEET
 NO0469'SOUTH OF AN EAST-WEST FENCE LINE AND 1.5 FEET SOUTHEAST OF
 NO0469'A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING 3 FEET.  IT
 NO0469'IS A STANDARD REFERENCE MARK DISK, STAMPED BIG CREEK AZIMUTH
 NO0469'1933, CEMENTED IN THE TOP OF A 4-INCH IRON SOIL PIPE PROJECTING
 NO0469'6 INCHES.
 NO0469'
 NO0469'REACHED FROM THE JUNCTION OF STATE HIGHWAY 2 AND MAIN STREET
 NO0469'IN MULLEN, GO NORTH ON MAIN STREET FOR 0.2 MILE, TURN RIGHT
 NO0469'AND GO 0.05 MILE AND TURN LEFT.  FOLLOW THE MAIN TRAVELED
 NO0469'ROAD DUE NORTH FOR 20.25 MILES TO A SIDE ROAD LEFT AT MAILBOXES.
 NO0469'THIS POINT IS 0.3 MILES BEFORE REACHING A SMALL SCHOOL ON
 NO0469'THE RIGHT AND JUST AFTER PASSING OVER A RIDGE.  TURN LEFT
 NO0469'ON SIDE ROAD AND GO 0.4 MILE, HERE TURN LEFT, SOUTHWEST AND
 NO0469'GO 0.65 MILE, UP HILL, TO THE AZIMUTH MARK.  TAKE DOWN FENCE
 NO0469'AND GO 0.2 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 NO0469'STATION AS DESCRIBED.
 NO0469
 NO0469                          STATION RECOVERY (1949)
 NO0469
 NO0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0469'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 NO0469'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 NO0469'THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND TO BE IN ERROR.
 NO0469'
 NO0469'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 NO0469'
 NO0469'THE STATION IS LOCATED ABOUT 19.0 MILES NORTH OF MULLEN, 1.5
 NO0469'MILES SOUTHWEST OF SMALL SCHOOL HOUSE AND ON THE SUMMIT OF
 NO0469'A LARGE SAND HILL.  IT IS NEAR THE CENTER OF HILL SET IN
 NO0469'THE CENTER OF SMALL SAND BLOWOUT, 7 FEET NORTHEAST OF WITNESS
 NO0469'POST.  IT IS A STANDARD DISK STAMPED BIG CREEK 1933, CEMENTED
 NO0469'IN THE TOP OF A 4 INCH IRON SOIL PIPE PROJECTING 18 INCHES.
 NO0469'
 NO0469'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, ON THE
 NO0469'SOUTHEAST EDGE OF THE HILL.  IT IS A STANDARD DISK STAMPED
 NO0469'BIG CREEK NO 1 1933, CEMENTED IN THE TOP OF A 4 INCH IRON
 NO0469'SOIL PIPE PROJECTING 4 INCHES.
 NO0469'
 NO0469'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, ON
 NO0469'THE SOUTHWEST EDGE OF THE HILL.  IT IS A STANDARD DISK STAMPED
 NO0469'BIG CREEK NO 2 1933, CEMENTED IN THE TOP OF A 4 INCH IRON
 NO0469'SOIL PIPE PROJECTING 4 INCHES.
 NO0469'
 NO0469'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 3 FEET SOUTH
 NO0469'OF EAST-WEST FENCE LINE AND 1.5 FEET SOUTHEAST OF WITNESS
 NO0469'POST.  IT IS A STANDARD DISK STAMPED BIG CREEK AZIMUTH 1933,
 NO0469'CEMENTED IN THE TOP OF A 4 INCH IRON SOIL PIPE PROJECTING
 NO0469'4 INCHES.
 NO0469'
 NO0469'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2
 NO0469'AND THE MAIN STREET IN MULLEN, GO NORTH ON MAIN STREET FOR
 NO0469'0.2 MILE, TURN RIGHT AND GO EAST FOR 0.05 MILE TO T-ROAD
 NO0469'LEFT, TURN LEFT AND GO NORTH ON MAIN TRAVELED ROAD FOR 20.5
 NO0469'MILES TO SIDE ROAD LEFT ABOUT 0.3 MILE BEFORE REACHING SCHOOL
 NO0469'HOUSE ON THE RIGHT, TURN LEFT AND GO WEST FOR 0.4 MILE, TURN
 NO0469'LEFT AND LEAVE TRACK ROAD GOING SOUTHWEST FOR 0.65 MILE TO
 NO0469'FENCE LINE RUNNING EAST-WEST ALONG THE TOP OF RIDGE AND
 NO0469'AZIMUTH MARK JUST SOUTH OF FENCE AS DESCRIBED, TAKE DOWN
 NO0469'FENCE AND GO 0.2 MILE SOUTHEAST TO HIGHEST POINT AND STATION
 NO0469'AS DESCRIBED.
 NO0469'
 NO0469'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NO0469'
 NO0469'A 4 FOOT SIGNAL AT STATION DANIELS 1933 IS VISIBLE AT 4 FEET.
 NO0469'
 NO0469'A 74 FOOT SIGNAL AT STATION HANNA IS VISIBLE AT 4 FEET.
 NO0469'
 NO0469'A 4 FOOT SIGNAL AT STATION ROBINSON 1933 IS VISIBLE AT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0642 ***********************************************************************
 MN0642  DESIGNATION -  BIG HORN
 MN0642  PID         -  MN0642
 MN0642  STATE/COUNTY-  NE/BANNER
 MN0642  USGS QUAD   -  INDIAN SPRINGS (1979)
 MN0642
 MN0642                         *CURRENT SURVEY CONTROL
 MN0642  ___________________________________________________________________
 MN0642* NAD 83(1995)-  41 32 45.93366(N)    103 33 42.35625(W)     ADJUSTED  
 MN0642* NAVD 88     -      1434.     (meters)    4705.     (feet)  SCALED    
 MN0642  ___________________________________________________________________
 MN0642  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 MN0642  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 MN0642
 MN0642  HORZ ORDER  -  SECOND
 MN0642
 MN0642.The horizontal coordinates were established by classical geodetic methods
 MN0642.and adjusted by the National Geodetic Survey in August 1997..
 MN0642
 MN0642.The orthometric height was scaled from a topographic map.
 MN0642
 MN0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0642
 MN0642.The geoid height was determined by GEOID03.
 MN0642
 MN0642;                    North         East     Units Scale Factor Converg.
 MN0642;SPC NE       -   196,278.002   203,002.592   MT  0.99965884   -2 21 37.3
 MN0642;UTM  13      - 4,600,380.044   619,955.413   MT  0.99977708   +0 57 14.3
 MN0642
 MN0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0642!SPC NE       -   0.99977819  x   0.99965884  =   0.99943710
 MN0642!UTM  13      -   0.99977819  x   0.99977708  =   0.99955532
 MN0642
 MN0642|---------------------------------------------------------------------|
 MN0642| PID    Reference Object                     Distance      Geod. Az  |
 MN0642|                                                           dddmmss.s |
 MN0642| CP7442 BIG HORN RM 1                        16.340 METERS 05917     |
 MN0642| CP7443 BIG HORN RM 2                        15.922 METERS 13855     |
 MN0642| CP7441 BIG HORN AZ MK                                     2912751.7 |
 MN0642|---------------------------------------------------------------------|
 MN0642
 MN0642                          SUPERSEDED SURVEY CONTROL
 MN0642
 MN0642  NAD 83(1995)-  41 32 45.93354(N)    103 33 42.35595(W) AD(       ) 2
 MN0642  NAD 83(1986)-  41 32 45.92326(N)    103 33 42.35799(W) AD(       ) 2
 MN0642  NAD 27      -  41 32 46.01840(N)    103 33 40.57400(W) AD(       ) 2
 MN0642
 MN0642.Superseded values are not recommended for survey control.
 MN0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0642.See file dsdata.txt to determine how the superseded data were derived.
 MN0642
 MN0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1995500380(NAD 83)
 MN0642_MARKER: DS = TRIANGULATION STATION DISK
 MN0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0642
 MN0642  HISTORY     - Date     Condition        Report By
 MN0642  HISTORY     - 1963     MONUMENTED       CGS
 MN0642
 MN0642                          STATION DESCRIPTION
 MN0642
 MN0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0642'THE STATION IS ON THE TOP OF A SMALL CONE SHAPED KNOLL,
 MN0642'9-1/2 MILES EAST OF HARRISBURG, AND ON PROPERTY OWNED BY
 MN0642'MR. GEORGE CASHLER.
 MN0642'
 MN0642'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0642'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0642'24.3 MILES TO STATE HIGHWAY 88 ON THE RIGHT.  TURN RIGHT AND
 MN0642'GO EAST ON HIGHWAY 88 FOR 6.05 MILES TO A SIDE ROAD ON THE
 MN0642'RIGHT WHICH IS AT THE WEST BASE OF A HILL.  TURN RIGHT AND
 MN0642'GO SOUTH ON A SECTION LINE ROAD FOR 1.0 MILE TO A T-ROAD.
 MN0642'TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 1.0 MILE TO A
 MN0642'TRACK ROAD ON THE LEFT.  BEAR LEFT FOR ABOUT 100 FEET TO A
 MN0642'FORK.  BEAR LEFT AND GO SOUTH ON A TRACK ROAD FOR 1.2 MILES
 MN0642'TO A GATE AT THE SOUTH END OF A LANE AND THE AZIMUTH MARK
 MN0642'ON THE RIGHT.  PASS THROUGH THE GATE, BEAR LEFT, AND GO
 MN0642'EASTERLY ON THE TRACK ROAD FOR 0.8 MILE TO A WIRE GATE ON
 MN0642'THE RIGHT, IN THE EAST-WEST FENCE.  CONTINUE EAST AND
 MN0642'SOUTH ON THE TRACK ROAD FOR 0.35 MILE TO A WIRE GATE NEAR
 MN0642'THE TOP OF A HILL.  TURN RIGHT AND GO WEST FOR 147 FEET TO
 MN0642'THE STATION AT THE TOP OF THE HILL.
 MN0642'
 MN0642'STATION MARKS ARE STANDARD DISKS STAMPED BIG HORN 1963.  THE
 MN0642'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0642'SURFACE OF THE GROUND.  IT IS 32 FEET NORTH OF THE FENCE.
 MN0642'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MN0642'42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0642'
 MN0642'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BIG HORN NO 1
 MN0642'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0642'OF THE GROUND.  IT IS ON THE NORTHEAST SLOPE OF THE HILL AND
 MN0642'ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION.
 MN0642'
 MN0642'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BIG HORN NO 2
 MN0642'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0642'OF THE GROUND.  IT IS ON THE SOUTHEAST SLOPE OF THE HILL,
 MN0642'99 FEET WEST OF THE CENTER OF THE WIRE GATE, 2 FEET NORTH
 MN0642'OF THE FENCE, AND ABOUT 8 FEET LOWER IN ELEVATION THAN THE
 MN0642'STATION.
 MN0642'
 MN0642'AZIMUTH MARK, A STANDARD DISK STAMPED BIG HORN 1963, IS SET
 MN0642'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0642'GROUND.  IT IS 29 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 MN0642'9 FEET SOUTH OF A FENCE CORNER, 2.5 FEET SOUTHEAST OF A METAL
 MN0642'WITNESS POST, AND 2 FEET EAST OF THE FENCE.
 MN0642'
 MN0642'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0426 ***********************************************************************
 MN0426  DESIGNATION -  BIG SPRINGS K N NAT GAS MAST
 MN0426  PID         -  MN0426
 MN0426  STATE/COUNTY-  NE/DEUEL
 MN0426  USGS QUAD   -  BARTON (1961)
 MN0426
 MN0426                         *CURRENT SURVEY CONTROL
 MN0426  ___________________________________________________________________
 MN0426* NAD 83(1995)-  41 05 30.48762(N)    102 10 06.84626(W)     ADJUSTED  
 MN0426* NAVD 88     -                                                        
 MN0426  ___________________________________________________________________
 MN0426  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 MN0426  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 MN0426
 MN0426  HORZ ORDER  -  THIRD
 MN0426
 MN0426.The horizontal coordinates were established by classical geodetic methods
 MN0426.and adjusted by the National Geodetic Survey in August 1997..
 MN0426
 MN0426
 MN0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0426
 MN0426.The geoid height was determined by GEOID03.
 MN0426
 MN0426;                    North         East     Units Scale Factor Converg.
 MN0426;SPC NE       -   142,006.969   317,877.055   MT  0.99968455   -1 26 13.6
 MN0426;SPC CO N     -   505,315.545 1,194,255.429   MT  1.00006463   +2 09 09.2
 MN0426;SPC CO N     - 1,657,856.08  3,918,153.02   sFT  1.00006463   +2 09 09.2
 MN0426;UTM  13      - 4,552,811.866   737,810.368   MT  1.00029609   +1 51 42.8
 MN0426
 MN0426                          SUPERSEDED SURVEY CONTROL
 MN0426
 MN0426  NAD 83(1995)-  41 05 30.48730(N)    102 10 06.84729(W) AD(       ) 4
 MN0426  NAD 83(1986)-  41 05 30.48672(N)    102 10 06.84645(W) AD(       ) 4
 MN0426  NAD 27      -  41 05 30.52200(N)    102 10 05.18500(W) AD(       ) 3
 MN0426
 MN0426.Superseded values are not recommended for survey control.
 MN0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0426.See file dsdata.txt to determine how the superseded data were derived.
 MN0426
 MN0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3781052812(NAD 83)
 MN0426
 MN0426  HISTORY     - Date     Condition        Report By
 MN0426  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0426
 MN0426                          STATION DESCRIPTION
 MN0426
 MN0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0426'THE STATION IS THE CENTER OF A RED LIGHT LOCATED ATOP THE BIG
 MN0426'SPRINGS, KANSAS-NEBRASKA NATURAL GAS CO. SHORT-WAVE MAST.  THE
 MN0426'MAST IS A 1 COLUMN, 12-INCH SQUARE MAST AND IS PAINTED SILVER.
 MN0426'THE MAST IS 250 FEET IN HEIGHT AND IS LOCATED 5 MILES WEST AND
 MN0426'2 MILES NORTH OF BIG SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0427 ***********************************************************************
 MN0427  DESIGNATION -  BIG SPRINGS K N NAT GAS TANK
 MN0427  PID         -  MN0427
 MN0427  STATE/COUNTY-  NE/DEUEL
 MN0427  USGS QUAD   -  BARTON (1961)
 MN0427
 MN0427                         *CURRENT SURVEY CONTROL
 MN0427  ___________________________________________________________________
 MN0427* NAD 83(1995)-  41 05 32.43884(N)    102 10 03.23018(W)     ADJUSTED  
 MN0427* NAVD 88     -                                                        
 MN0427  ___________________________________________________________________
 MN0427  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 MN0427  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 MN0427
 MN0427  HORZ ORDER  -  THIRD
 MN0427
 MN0427.The horizontal coordinates were established by classical geodetic methods
 MN0427.and adjusted by the National Geodetic Survey in August 1997..
 MN0427
 MN0427
 MN0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0427
 MN0427.The geoid height was determined by GEOID03.
 MN0427
 MN0427;                    North         East     Units Scale Factor Converg.
 MN0427;SPC NE       -   142,065.008   317,962.904   MT  0.99968448   -1 26 11.2
 MN0427;SPC CO N     -   505,378.870 1,194,337.507   MT  1.00006477   +2 09 11.5
 MN0427;SPC CO N     - 1,658,063.84  3,918,422.30   sFT  1.00006477   +2 09 11.5
 MN0427;UTM  13      - 4,552,874.788   737,892.785   MT  1.00029657   +1 51 45.2
 MN0427
 MN0427                          SUPERSEDED SURVEY CONTROL
 MN0427
 MN0427  NAD 83(1995)-  41 05 32.43859(N)    102 10 03.23124(W) AD(       ) 4
 MN0427  NAD 83(1986)-  41 05 32.43799(N)    102 10 03.23041(W) AD(       ) 4
 MN0427  NAD 27      -  41 05 32.47400(N)    102 10 01.56900(W) AD(       ) 3
 MN0427
 MN0427.Superseded values are not recommended for survey control.
 MN0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0427.See file dsdata.txt to determine how the superseded data were derived.
 MN0427
 MN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3789352875(NAD 83)
 MN0427_MARKER: 53 = ELEVATED TANK
 MN0427_MARK LOGO: CGS   
 MN0427
 MN0427  HISTORY     - Date     Condition        Report By
 MN0427  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0427  HISTORY     - 1963     GOOD             CGS
 MN0427  HISTORY     - 19850724 GOOD             NGS
 MN0427
 MN0427                          STATION DESCRIPTION
 MN0427
 MN0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0427'THE STATION IS THE CENTER OF A BALL LOCATED ATOP THE BIG
 MN0427'SPRINGS, KANSAS-NEBRASKA NATURAL GAS CO. WATER TANK.  THE
 MN0427'WATER TANK IS A SIX LEGGED STRUCTURE PAINTED SILVER WITH A CENTER
 MN0427'STANDPIPE.  THE TANK IS 100 FEET IN HEIGHT AND IS LOCATED 5
 MN0427'MILES WEST AND 2 MILES NORTH OF BIG SPRINGS.
 MN0427
 MN0427                          STATION RECOVERY (1963)
 MN0427
 MN0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0427'RECOVERED IN GOOD CONDITION.
 MN0427
 MN0427                          STATION RECOVERY (1985)
 MN0427
 MN0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0424 ***********************************************************************
 MN0424  DESIGNATION -  BIG SPRINGS MUNICIPAL TANK
 MN0424  PID         -  MN0424
 MN0424  STATE/COUNTY-  NE/DEUEL
 MN0424  USGS QUAD   -  BIG SPRINGS (1961)
 MN0424
 MN0424                         *CURRENT SURVEY CONTROL
 MN0424  ___________________________________________________________________
 MN0424* NAD 83(1995)-  41 03 56.75933(N)    102 04 18.84459(W)     ADJUSTED  
 MN0424* NAVD 88     -                                                        
 MN0424  ___________________________________________________________________
 MN0424  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 MN0424  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 MN0424
 MN0424  HORZ ORDER  -  THIRD
 MN0424
 MN0424.The horizontal coordinates were established by classical geodetic methods
 MN0424.and adjusted by the National Geodetic Survey in August 1997..
 MN0424
 MN0424
 MN0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0424
 MN0424.The geoid height was determined by GEOID03.
 MN0424
 MN0424;                    North         East     Units Scale Factor Converg.
 MN0424;SPC NE       -   138,918.218   325,924.602   MT  0.99968791   -1 22 23.0
 MN0424;SPC CO N     -   502,735.630 1,202,483.625   MT  1.00005805   +2 12 54.0
 MN0424;SPC CO N     - 1,649,391.81  3,945,148.36   sFT  1.00005805   +2 12 54.0
 MN0424;UTM  13      - 4,550,189.575   746,027.502   MT  1.00034504   +1 55 28.2
 MN0424;UTM  14      - 4,550,605.615   241,888.219   MT  1.00042003   -2 01 08.8
 MN0424
 MN0424                          SUPERSEDED SURVEY CONTROL
 MN0424
 MN0424  NAD 83(1995)-  41 03 56.75840(N)    102 04 18.84459(W) AD(       ) 4
 MN0424  NAD 83(1986)-  41 03 56.75636(N)    102 04 18.84697(W) AD(       ) 4
 MN0424  NAD 27      -  41 03 56.78400(N)    102 04 17.18800(W) AD(       ) 3
 MN0424
 MN0424.Superseded values are not recommended for survey control.
 MN0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0424.See file dsdata.txt to determine how the superseded data were derived.
 MN0424
 MN0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4602850190(NAD 83)
 MN0424_MARKER: 53 = ELEVATED TANK
 MN0424_MARK LOGO: CGS   
 MN0424
 MN0424  HISTORY     - Date     Condition        Report By
 MN0424  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0424  HISTORY     - 1963     GOOD             CGS
 MN0424  HISTORY     - 19780321 GOOD             NGS
 MN0424
 MN0424                          STATION DESCRIPTION
 MN0424
 MN0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0424'THE STATION IS THE CENTER OF A BALL LOCATED ATOP THE BIG
 MN0424'SPRINGS, MUNICIPAL WATER TANK.  THE WATER TANK IS A FOUR LEGGED
 MN0424'STRUCTURE PAINTED SILVER WITH A CENTER STANDPIPE.  THE TANK IS
 MN0424'75 FEET IN HEIGHT AND IS LOCATED IN THE NORTHEAST PART OF BIG
 MN0424'SPRINGS.
 MN0424
 MN0424                          STATION RECOVERY (1978)
 MN0424
 MN0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MN0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0657 ***********************************************************************
 MN0657  CBN         -  This is a Cooperative Base Network Control Station.
 MN0657  PACS        -  This is a Primary Airport Control Station.
 MN0657  DESIGNATION -  BILLIE RAY
 MN0657  PID         -  MN0657
 MN0657  STATE/COUNTY-  NE/DEUEL
 MN0657  USGS QUAD   -  CHAPPELL (1961)
 MN0657
 MN0657                         *CURRENT SURVEY CONTROL
 MN0657  ___________________________________________________________________
 MN0657* NAD 83(1995)-  41 04 32.56281(N)    102 27 39.19819(W)     ADJUSTED  
 MN0657* NAVD 88     -      1121.13   (meters)    3678.2    (feet)  GPS OBS   
 MN0657  ___________________________________________________________________
 MN0657  X           -  -1,039,141.880 (meters)                     COMP
 MN0657  Y           -  -4,702,454.926 (meters)                     COMP
 MN0657  Z           -   4,169,488.689 (meters)                     COMP
 MN0657  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 MN0657  ELLIP HEIGHT-        1101.00  (meters)          (09/24/01) GPS OBS
 MN0657  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 MN0657
 MN0657  HORZ ORDER  -  B
 MN0657  ELLP ORDER  -  FOURTH    CLASS I
 MN0657
 MN0657.This mark is at Billy G Ray Field Airport (CNP)
 MN0657
 MN0657.The horizontal coordinates were established by GPS observations
 MN0657.and adjusted by the National Geodetic Survey in June 1996..
 MN0657
 MN0657.The orthometric height was determined by GPS observations and a
 MN0657.high-resolution geoid model.
 MN0657
 MN0657.GPS derived orthometric heights for airport stations designated as
 MN0657.PACS or SACS are published to 2 decimal places.  This maintains
 MN0657.centimeter relative accuracy between the PACS and SACS.  It does
 MN0657.not indicate centimeter accuracy relative to other marks which are
 MN0657.part of the NAVD 88 network.
 MN0657
 MN0657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0657
 MN0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0657
 MN0657.The ellipsoidal height was determined by GPS observations
 MN0657.and is referenced to NAD 83.
 MN0657
 MN0657.The geoid height was determined by GEOID03.
 MN0657
 MN0657;                    North         East     Units Scale Factor Converg.
 MN0657;SPC NE       -   140,878.604   293,282.535   MT  0.99968660   -1 37 51.0
 MN0657;UTM  13      - 4,550,268.504   713,308.297   MT  1.00016003   +1 40 08.3
 MN0657
 MN0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0657!SPC NE       -   0.99982733  x   0.99968660  =   0.99951398
 MN0657!UTM  13      -   0.99982733  x   1.00016003  =   0.99998733
 MN0657
 MN0657:                Primary Azimuth Mark                     Grid Az
 MN0657:SPC NE       -  BILLIE RAY AZ MK                         311 25 41.3
 MN0657:UTM  13      -  BILLIE RAY AZ MK                         308 07 42.0
 MN0657
 MN0657|---------------------------------------------------------------------|
 MN0657| PID    Reference Object                     Distance      Geod. Az  |
 MN0657|                                                           dddmmss.s |
 MN0657| MN0658 BILLIE RAY AZ MK                    APPROX. 0.9 KM 3094750.3 |
 MN0657| AB4154 CNP A                               451.047 METERS 3115652.2 |
 MN0657|---------------------------------------------------------------------|
 MN0657
 MN0657                          SUPERSEDED SURVEY CONTROL
 MN0657
 MN0657  ELLIP H (06/25/96) 1101.04   (m)                       GP(       ) 1 1
 MN0657  NAD 83(1995)-  41 04 32.55895(N)    102 27 39.20088(W) AD(       ) 1
 MN0657  ELLIP H (01/07/93) 1101.02   (m)                       GP(       ) 4 2
 MN0657  NAD 83(1986)-  41 04 32.55846(N)    102 27 39.20106(W) AD(       ) 1
 MN0657  NGVD 29 (02/23/90) 1120.7    (m)         3677.     (f) GPS OBS        
 MN0657
 MN0657.Superseded values are not recommended for survey control.
 MN0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0657.See file dsdata.txt to determine how the superseded data were derived.
 MN0657
 MN0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1330850269(NAD 83)
 MN0657_MARKER: I = METAL ROD
 MN0657_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MN0657_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MN0657_STAMPING: BILLIE RAY 1989
 MN0657_MARK LOGO: NGS   
 MN0657_PROJECTION: FLUSH
 MN0657_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0657+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 MN0657_ROD/PIPE-DEPTH: 8.47 meters
 MN0657_SLEEVE-DEPTH  : 0.9 meters
 MN0657
 MN0657  HISTORY     - Date     Condition        Report By
 MN0657  HISTORY     - 1989     MONUMENTED       NGS
 MN0657  HISTORY     - 19890615 GOOD             NGS
 MN0657  HISTORY     - 19950818 GOOD             NGS
 MN0657  HISTORY     - 19970801 GOOD             NGS
 MN0657  HISTORY     - 20060111 GOOD             NDA
 MN0657
 MN0657                          STATION DESCRIPTION
 MN0657
 MN0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MN0657'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) SOUTH OF CHAPPELL, 0.96
 MN0657'KM (0.60 MI) NORTHEAST OF EXIT 85 OF INTERSTATE HIGHWAY 80, AT THE
 MN0657'CHAPPELL MUNICIPAL AIRPORT, AT THE JUNCTION OF THE TAXIWAY AND RUNWAY.
 MN0657'OWNERSHIP--CHAPPELL AIRPORT AUTHORITY, CHAPPELL, NE 69129.  AIRPORT
 MN0657'MANAGER IS DON MILBURN, TELEPHONE 308-874-2401 OR 2647.
 MN0657'TO REACH THE STATION FROM THE JUNCTION OF EXIT 85 AND A PAVED ROAD,
 MN0657'ABOUT 1.61 KM (1.00 MI) SOUTH OF CHAPPELL, GO NORTH ALONG THE PAVED
 MN0657'ROAD FOR 0.16 KM (0.10 MI) TO A LAKE AND A DIRT ROAD RIGHT.  TURN
 MN0657'RIGHT AND GO EASTERLY ALONG THE DIRT ROAD FOR 1.1 KM (0.70 MI) TO A
 MN0657'GATE.  PASS THROUGH THE GATE AND CONTINUE AHEAD FOR 0.16 KM (0.10 MI)
 MN0657'TO A RAMP LEADING TO THE RUNWAY.  TURN RIGHT AND GO SOUTHWEST ALONG
 MN0657'THE RAMP FOR 0.08 KM (0.05 MI) TO THE RUNWAY AND THE STATION ON THE
 MN0657'RIGHT.
 MN0657'THE STATION MARK IS 19.7 M (64.6 FT) NORTH-NORTHEAST OF THE RUNWAY
 MN0657'CENTERLINE, 15.3 M (50.2 FT) WEST-NORTHWEST OF THE RAMP CENTERLINE,
 MN0657'3.9 M (12.8 FT) SOUTH-SOUTHWEST OF A LIGHT CONE AND SET BETWEEN 2
 MN0657'CARSONITE WITNESS POST.
 MN0657'DESCRIBED BY R.D.BALL
 MN0657'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0657
 MN0657                          STATION RECOVERY (1989)
 MN0657
 MN0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0657'THE STATION IS LOCATED AT CHAPPELL MUNI AIRPORT NEAR THE TAXIWAY
 MN0657'LEADING TO THE HANGAR.  THE STATION IS 61.2 FT (18.7 M) NORTHEAST OF
 MN0657'THE CENTERLINE OF THE RUNWAY, 50.4 FT (15.4 M) NORTHWEST OF THE
 MN0657'TAXIWAY CENTERLINE, 12.7 FT (3.9 M) SOUTHWEST OF A TAXIWAY LIGHTED
 MN0657'CONE, AND 81.5 FT (24.8 M) SOUTHEAST OF A RUNWAY LIGHTED CONE.  THE
 MN0657'STATION IS A STAINLESS STEEL ROD SET IN THE CENTER OF A 5 INCH NGS
 MN0657'LOGO CAP FLUSH WITH THE GROUND.  THE CAP IS STAMPED BILLIE RAY 1989.
 MN0657'NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL)
 MN0657'STABILITY.
 MN0657
 MN0657                          STATION RECOVERY (1995)
 MN0657
 MN0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0657'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF LODGEPOLE,
 MN0657'0.7 MI (1.1 KM) SOUTH OF CHAPPELL, AND AT THE CHAPPELL/BILLY G. RAY
 MN0657'FIELD NEAR THE JUNCTION OF A CONNECTOR TAXIWAY AND THE RUNWAY.
 MN0657'OWNERSHIP--CHAPPELL AIRPORT AUTHORITY, PO BOX 546, CHAPPELL NE 69129.
 MN0657'AIRPORT MANAGER IS DON MILBURN, PHONE (308) 874-2647.  TO REACH THE
 MN0657'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY
 MN0657'25A LINK (EXIT 85), GO NORTH ON STATE HIGHWAY 25A LINK FOR 0.1 MI (0.2
 MN0657'KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST-SOUTHEAST ON
 MN0657'AIRPORT ROAD FOR 0.7 MI (1.1 KM) TO A GATE, PASS THROUGH GATE AND GO
 MN0657'EAST-SOUTHEAST ON THE ROAD FOR 0.1 MI (0.2 KM) TO A PAVED TAXIWAY,
 MN0657'TURN RIGHT AND GO SOUTHWEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08
 MN0657'KM) TO THE RUNWAY AND THE STATION ON THE RIGHT. THE STATION IS 68.8 FT
 MN0657'(21.0 M) NORTHEAST OF THE RUNWAY CENTER, 50.6 FT (15.4 M) NORTHWEST OF
 MN0657'THE CONNECTOR TAXIWAY CENTER, 30.9 FT (9.4 M) NORTH OF A TAXIWAY LIGHT
 MN0657'(70) AND 29.4 FT (9.0 M) EAST-NORTHEAST OF THE MOST NORTHEASTERLY OF
 MN0657'TWO TAXIWAY LIGHTS (69). NOTE--THIS STATION WAS USED AS AN AREA
 MN0657'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 MN0657
 MN0657                          STATION RECOVERY (1997)
 MN0657
 MN0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0657'RECOVERED AS DESCRIBED.
 MN0657
 MN0657                          STATION RECOVERY (2006)
 MN0657
 MN0657'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 MN0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0658 ***********************************************************************
 MN0658  SACS        -  This is a Secondary Airport Control Station.
 MN0658  DESIGNATION -  BILLIE RAY AZ MK
 MN0658  PID         -  MN0658
 MN0658  STATE/COUNTY-  NE/DEUEL
 MN0658  USGS QUAD   -  CHAPPELL (1961)
 MN0658
 MN0658                         *CURRENT SURVEY CONTROL
 MN0658  ___________________________________________________________________
 MN0658* NAD 83(1995)-  41 04 51.29467(N)    102 28 08.91542(W)     ADJUSTED  
 MN0658* NAVD 88     -      1121.53   (meters)    3679.6    (feet)  GPS OBS   
 MN0658  ___________________________________________________________________
 MN0658  X           -  -1,039,737.436 (meters)                     COMP
 MN0658  Y           -  -4,701,934.657 (meters)                     COMP
 MN0658  Z           -   4,169,924.627 (meters)                     COMP
 MN0658  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 MN0658  ELLIP HEIGHT-        1101.41  (meters)          (12/19/01) GPS OBS
 MN0658  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 MN0658
 MN0658  HORZ ORDER  -  FIRST
 MN0658  ELLP ORDER  -  FOURTH    CLASS II
 MN0658
 MN0658.This mark is at Billy G Ray Field Airport (CNP)
 MN0658
 MN0658.The horizontal coordinates were established by GPS observations
 MN0658.and adjusted by the National Geodetic Survey in September 1998..
 MN0658
 MN0658.The orthometric height was determined by GPS observations and a
 MN0658.high-resolution geoid model.
 MN0658
 MN0658.GPS derived orthometric heights for airport stations designated as
 MN0658.PACS or SACS are published to 2 decimal places.  This maintains
 MN0658.centimeter relative accuracy between the PACS and SACS.  It does
 MN0658.not indicate centimeter accuracy relative to other marks which are
 MN0658.part of the NAVD 88 network.
 MN0658
 MN0658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0658
 MN0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0658
 MN0658.The ellipsoidal height was determined by GPS observations
 MN0658.and is referenced to NAD 83.
 MN0658
 MN0658.The geoid height was determined by GEOID03.
 MN0658
 MN0658;                    North         East     Units Scale Factor Converg.
 MN0658;SPC NE       -   141,475.811   292,605.807   MT  0.99968593   -1 38 10.7
 MN0658;UTM  13      - 4,550,826.030   712,597.979   MT  1.00015631   +1 39 49.4
 MN0658
 MN0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0658!SPC NE       -   0.99982726  x   0.99968593  =   0.99951325
 MN0658!UTM  13      -   0.99982726  x   1.00015631  =   0.99998355
 MN0658
 MN0658:                Primary Azimuth Mark                     Grid Az
 MN0658:SPC NE       -  BILLIE RAY                               131 25 41.5
 MN0658:UTM  13      -  BILLIE RAY                               128 07 41.4
 MN0658
 MN0658|---------------------------------------------------------------------|
 MN0658| PID    Reference Object                     Distance      Geod. Az  |
 MN0658|                                                           dddmmss.s |
 MN0658| MN0657 BILLIE RAY                          APPROX. 0.9 KM 1294730.8 |
 MN0658|---------------------------------------------------------------------|
 MN0658
 MN0658                          SUPERSEDED SURVEY CONTROL
 MN0658
 MN0658  ELLIP H (09/17/98) 1101.45   (m)                       GP(       ) 4 2
 MN0658  NAD 83(1995)-  41 04 51.29449(N)    102 28 08.91537(W) AD(       ) 3
 MN0658  ELLIP H (08/18/97) 1101.43   (m)                       GP(       ) 4 1
 MN0658  NAD 83(1995)-  41 04 51.29436(N)    102 28 08.91568(W) AD(       ) 3
 MN0658  NAD 83(1995)-  41 04 51.29073(N)    102 28 08.91816(W) AD(       ) 3
 MN0658  ELLIP H (01/07/93) 1101.42   (m)                       GP(       ) 4 2
 MN0658  NAD 83(1986)-  41 04 51.29024(N)    102 28 08.91834(W) AD(       ) 3
 MN0658  NGVD 29 (02/23/90) 1121.0    (m)         3678.     (f) GPS OBS        
 MN0658
 MN0658.Superseded values are not recommended for survey control.
 MN0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0658.See file dsdata.txt to determine how the superseded data were derived.
 MN0658
 MN0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1259850826(NAD 83)
 MN0658_MARKER: I = METAL ROD
 MN0658_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MN0658_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MN0658_STAMPING: BILLIE RAY AZ MK 1989
 MN0658_MARK LOGO: NGS   
 MN0658_PROJECTION: FLUSH
 MN0658_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0658+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 MN0658_ROD/PIPE-DEPTH: 8.96 meters
 MN0658_SLEEVE-DEPTH  : 0.93 meters
 MN0658
 MN0658  HISTORY     - Date     Condition        Report By
 MN0658  HISTORY     - 1989     MONUMENTED       NGS
 MN0658  HISTORY     - 19890615 GOOD             NGS
 MN0658  HISTORY     - 19950818 GOOD             NGS
 MN0658  HISTORY     - 19970801 GOOD             NGS
 MN0658  HISTORY     - 20060111 GOOD             NDA
 MN0658
 MN0658                          STATION DESCRIPTION
 MN0658
 MN0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MN0658'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) SOUTH OF CHAPPELL, 0.96
 MN0658'KM (0.60 MI) NORTHEAST OF EXIT 85 OF INTERSTATE HIGHWAY 80, AT THE
 MN0658'CHAPPELL MUNICIPAL AIRPORT, NEAR THE JUNCTION OF A TURN-AROUND AND
 MN0658'RUNWAY END 12. OWNERSHIP--CHAPPELL AIRPORT AUTHORITY, CHAPPELL NE
 MN0658'69129.  AIRPORT MANAGER IS DON MILBURN, TELEPHONE 308-874-2401 OR
 MN0658'2647.
 MN0658'TO REACH THE STATION FROM THE JUNCTION OF EXIT 85 AND A PAVED ROAD,
 MN0658'ABOUT 1.61 KM (1.00 MI) SOUTH OF CHAPPELL, GO NORTH ALONG THE PAVED
 MN0658'ROAD FOR 0.16 KM (0.10 MI) TO A LAKE AND A DIRT ROAD RIGHT.  TURN
 MN0658'RIGHT AND GO EASTERLY ALONG THE DIRT ROAD FOR 1.1 KM (0.70 MI) TO A
 MN0658'GATE.  PASS THROUGH THE GATE AND CONTINUE AHEAD FOR 0.16 KM (0.10 MI)
 MN0658'TO A RAMP LEADING TO THE RUNWAY.  TURN RIGHT AND GO SOUTHWEST ALONG
 MN0658'THE RAMP FOR 0.08 KM (0.05 MI) TO THE RUNWAY.  TURN RIGHT AND GO
 MN0658'NORTHWEST ALONG THE NORTHEAST SIDE OF THE RUNWAY FOR 0.96 KM
 MN0658'(0.60 MI) TO THE STATION ON THE RIGHT.
 MN0658'THE AZIMUTH MARK IS 25.3 M (83.0 FT)  WEST-NORTHWEST OF THE MOST
 MN0658'NORTHWEST CONE RUNWAY LIGHT, 22.3 M (73.2 FT) SOUTHEAST OF THE
 MN0658'APPROXIMATE CENTER OF THE TURN-AROUND, AND 19.5 M (64.0 FT)
 MN0658'NORTH-NORTHEAST OF THE RUNWAY CENTERLINE AND SET BETWEEN 2 CARSONITE
 MN0658'WITNESS POST.
 MN0658'DESCRIBED BY R.D.BALL
 MN0658'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0658
 MN0658                          STATION RECOVERY (1989)
 MN0658
 MN0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0658'THE STATION IS LOCATED AT THE NORTHWEST END OF CHAPPELL MUNI AIRPORT
 MN0658'NEAR THE RUNWAY END OF 12.  THE STATION IS 63.3 FT (19.3 M) NORTHEAST
 MN0658'OF THE CENTERLINE END OF THE RUNWAY, 118.4 FT (36.1 M) SOUTHEAST OF
 MN0658'THE NORTHEASTERLYMOST THRESHOLD LIGHT, AND 83.3 FT (25.4 M) NORTHWEST
 MN0658'OF THE FIRST RUNWAY LIGHT CONE SOUTHEAST OF THE END.  THE STATION IS A
 MN0658'STAINLESS STEEL ROD SET IN A 5 INCH NGS LOGO CAP FLUSH WITH THE
 MN0658'GROUND.  THE CAP IS STAMPED BILLIE RAY AZ MK 1989.9 NOTE, 1-METER PVC
 MN0658'SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 MN0658
 MN0658                          STATION RECOVERY (1995)
 MN0658
 MN0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0658'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF LODGEPOLE,
 MN0658'0.7 MI (1.1 KM) SOUTH OF CHAPPELL, AND AT THE CHAPPELL/BILLY G.  RAY
 MN0658'FIELD, NEAR THE TURNAROUND AT THE APPROACH END OF RUNWAY 12.
 MN0658'OWNERSHIP--CHAPPELL AIRPORT AUTHORITY, PO BOX 546, CHAPPELL NE 69129.
 MN0658'AIRPORT MANAGER IS DON MILBURN, PHONE (308) 874-2647.  TO REACH THE
 MN0658'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY
 MN0658'25A LINK (EXIT 85), GO NORTH ON STATE HIGHWAY 25A LINK FOR 0.1 MI (0.2
 MN0658'KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST-SOUTHEAST ON
 MN0658'AIRPORT ROAD FOR 0.7 MI (1.1 KM) TO A GATE, PASS THROUGH GATE AND GO
 MN0658'EAST-SOUTHEAST ON THE ROAD FOR 0.1 MI (0.2 KM) TO A PAVED TAXIWAY,
 MN0658'TURN RIGHT AND GO SOUTHWEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08
 MN0658'KM) TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE RUNWAY FOR 0.6
 MN0658'MI (1.0 KM) TO THE STATION ON THE RIGHT.  LOCATED 81.5 FT (24.8 M)
 MN0658'NORTH-NORTHWEST OF A RUNWAY LIGHT (53), 67.7 FT (20.6 M) NORTHEAST OF
 MN0658'THE RUNWAY CENTER, 38.5 FT (11.7 M) SOUTH-SOUTHEAST OF THE MOST
 MN0658'SOUTHEASTERLY OF THREE REFLECTIVE TURNAROUND MARKERS, 27.3 FT (8.3 M)
 MN0658'SOUTHEAST OF THE SOUTHEAST EDGE OF THE TURNAROUND PAVEMENT AND 25.3 FT
 MN0658'(7.7 M) NORTHEAST OF THE MOST NORTHEASTERLY OF TWO TAXIWAY LIGHTS.
 MN0658'THIS STATION TO BE USED AS SACS.
 MN0658
 MN0658                          STATION RECOVERY (1997)
 MN0658
 MN0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0658'RECOVERED AS DESCRIBED.
 MN0658
 MN0658                          STATION RECOVERY (2006)
 MN0658
 MN0658'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 MN0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1067 ***********************************************************************
 LG1067  DESIGNATION -  BILLS
 LG1067  PID         -  LG1067
 LG1067  STATE/COUNTY-  NE/GAGE
 LG1067  USGS QUAD   -  BLUE SPRINGS (1964)
 LG1067
 LG1067                         *CURRENT SURVEY CONTROL
 LG1067  ___________________________________________________________________
 LG1067* NAD 83(1995)-  40 08 28.77619(N)    096 44 48.16816(W)     ADJUSTED  
 LG1067* NAVD 88     -       410.67   (+/-2cm)    1347.3    (feet)  VERTCON   
 LG1067  ___________________________________________________________________
 LG1067  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 LG1067  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 LG1067
 LG1067  HORZ ORDER  -  SECOND
 LG1067  VERT ORDER  -  THIRD ? (See Below)
 LG1067
 LG1067.The horizontal coordinates were established by classical geodetic methods
 LG1067.and adjusted by the National Geodetic Survey in August 1997..
 LG1067
 LG1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1067.The vertical order pertains to the NGVD 29 superseded value.
 LG1067
 LG1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1067
 LG1067.The geoid height was determined by GEOID03.
 LG1067
 LG1067;                    North         East     Units Scale Factor Converg.
 LG1067;SPC NE       -    39,413.143   777,154.820   MT  0.99993911   +2 09 21.4
 LG1067;SPC KS N     -   201,462.238   506,806.905   MT  1.00007771   +0 47 34.7
 LG1067;UTM  14      - 4,445,877.279   691,951.212   MT  1.00005359   +1 27 11.1
 LG1067
 LG1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1067!SPC NE       -   0.99993986  x   0.99993911  =   0.99987897
 LG1067!SPC KS N     -   0.99993986  x   1.00007771  =   1.00001756
 LG1067!UTM  14      -   0.99993986  x   1.00005359  =   0.99999344
 LG1067
 LG1067:                Primary Azimuth Mark                     Grid Az
 LG1067:SPC NE       -  BLUE SPRINGS MUN STANDPIPE               089 15 06.6
 LG1067:SPC KS N     -  BLUE SPRINGS MUN STANDPIPE               090 36 53.3
 LG1067:UTM  14      -  BLUE SPRINGS MUN STANDPIPE               089 57 16.9
 LG1067
 LG1067|---------------------------------------------------------------------|
 LG1067| PID    Reference Object                     Distance      Geod. Az  |
 LG1067|                                                           dddmmss.s |
 LG1067| LG1070 BLUE SPRINGS MUN STANDPIPE          APPROX. 7.3 KM 0912428.0 |
 LG1067| LG1065 WYMORE ST MARYS CATHOLIC CH         APPROX. 7.0 KM 1064102.1 |
 LG1067| CL6892 BILLS RM 1                           23.536 METERS 14415     |
 LG1067| CL6894 BILLS RM 3                           40.151 METERS 23250     |
 LG1067| CL6893 BILLS RM 2                           26.204 METERS 24419     |
 LG1067| CL6891 BILLS AZ MK                                        2553113.1 |
 LG1067| CL6895 BILLS RM 4                           35.290 METERS 28517     |
 LG1067|---------------------------------------------------------------------|
 LG1067
 LG1067                          SUPERSEDED SURVEY CONTROL
 LG1067
 LG1067  NAD 83(1986)-  40 08 28.78302(N)    096 44 48.16481(W) AD(       ) 2
 LG1067  NAD 27      -  40 08 28.77800(N)    096 44 47.07900(W) AD(       ) 2
 LG1067  NGVD 29 (07/19/86)  410.55   (m)         1346.9    (f) LEVELING    3  
 LG1067
 LG1067.Superseded values are not recommended for survey control.
 LG1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1067.See file dsdata.txt to determine how the superseded data were derived.
 LG1067
 LG1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9195145877(NAD 83)
 LG1067_MARKER: DS = TRIANGULATION STATION DISK
 LG1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1067
 LG1067  HISTORY     - Date     Condition        Report By
 LG1067  HISTORY     - 1947     MONUMENTED       CGS
 LG1067  HISTORY     - 1959     GOOD             CGS
 LG1067  HISTORY     - 1969     GOOD             CGS
 LG1067
 LG1067                          STATION DESCRIPTION
 LG1067
 LG1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1067'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF BEATRICE AND 4.5
 LG1067'MILES WEST-NORTHWEST OF WYMORE AT THE JUNCTION OF U.S. HIGHWAY 77
 LG1067'AND STATE HIGHWAY 112.  IT IS 37 FEET WEST OF THE CENTER OF
 LG1067'U.S. HIGHWAY 77, 47 FEET EAST OF THE CENTER OF STATE HIGHWAY
 LG1067'112 AND 21 FEET SOUTHEAST OF A POWER LINE POLE WITH A TRIANGLE
 LG1067'BLAZE ON THE NORTH SIDE.  IT IS STAMPED BILLS 1947 AND IS
 LG1067'FLUSH WITH THE SURFACE OF THE GROUND.
 LG1067'
 LG1067'REFERENCE MARK NO. 1 IS 18.5 FEET WEST OF THE CENTER OF U.S.
 LG1067'HIGHWAY 77.  IT IS STAMPED BILLS NO 1 1947 AND IS FLUSH WITH THE
 LG1067'SURFACE OF THE GROUND.
 LG1067'
 LG1067'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY AND 30 FEET WEST OF THE
 LG1067'CENTER OF STATE HIGHWAY 112, 1 FOOT EAST OF THE NORTH-SOUTH FENCE
 LG1067'LINE AND 2 FEET SOUTH OF A 4-INCH SQUARE WHITE WOODEN WITNESS
 LG1067'POST PROJECTING 2 FEET.  IT IS STAMPED BILLS NO 2 1947 AND
 LG1067'PROJECTS 8 INCHES.
 LG1067'
 LG1067'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 28 FEET SOUTH OF THE CENTER
 LG1067'OF AN EAST-WEST GRAVELED ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE
 LG1067'LINE AND 1 FOOT EAST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST
 LG1067'PROJECTING 1.5 FEET.  IT IS 3 FEET EAST OF A TELEPHONE POLE.  IT
 LG1067'IS STAMPED BILLS 1947 AND PROJECTS 8 INCHES.
 LG1067'
 LG1067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 LG1067'HIGHWAY 3 IN BEATRICE, GO SOUTH ON U.S. HIGHWAY 77 FOR 9.2 MILES TO
 LG1067'THE STATION ON THE RIGHT AS DESCRIBED.
 LG1067'
 LG1067'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.1 MILE
 LG1067'TO A CROSSROAD, TURN RIGHT, WEST, AND GO 0.5 MILE TO THE MARK ON THE
 LG1067'LEFT AS DESCRIBED.
 LG1067'
 LG1067'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 10 FEET.
 LG1067'
 LG1067'A 74 FOOT SIGNAL AT RICE IS VISIBLE AT 20 FEET.
 LG1067'
 LG1067'A 74 FOOT SIGNAL AT WYMORE IS VISIBLE AT 50 FEET.
 LG1067'
 LG1067'AN 87 FOOT SIGNAL AT ODELL IS VISIBLE FROM THE GROUND.
 LG1067'
 LG1067'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1067
 LG1067                          STATION RECOVERY (1959)
 LG1067
 LG1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG1067'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1067'IN GOOD CONDITION EXCEPT THE REFERENCE MARKS WHICH HAD BEEN
 LG1067'DISPLACED BY ROAD CONSTRUCTION.  TWO NEW REFERENCE MARKS WERE
 LG1067'ESTABLISHED.
 LG1067'
 LG1067'A COMPLETE DESCRIPTION FOLLOWS, STATION IS LOCATED ABOUT 9 MILES
 LG1067'SOUTH OF BEATRICE AND 4 AND 1/2 MILES WEST-NORTHWEST OF WYMORE AT
 LG1067'THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 112, 211 FEET
 LG1067'SOUTH-SOUTHEAST OF THE NORTH POINT OF A TRIANGLE FORMED BY THE
 LG1067'CONCRETE PAVEMENT FOR U.S. HIGHWAY 77 AND STATE HIGHWAY 112, 48
 LG1067'FEET EAST OF THE EAST EDGE OF PAVEMENT FOR STATE HIGHWAY 112,
 LG1067'24 FEET WEST-SOUTHWEST OF THE WEST EDGE OF PAVEMENT FOR U.S.
 LG1067'HIGHWAY 77, AND 1.5 FEET SOUTH OF A NEW WITNESS POST SIGN.
 LG1067'THE MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 LG1067'DISK IS STAMPED BILLS 1947.
 LG1067'
 LG1067'REFERENCE MARK NO. 3 IS 131.73 FEET SOUTHWEST OF THE STATION, 78
 LG1067'FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST, 42 FEET WEST OF THE
 LG1067'WEST EDGE OF PAVEMENT FOR STATE HIGHWAY 112, 3 FEET NORTH OF A
 LG1067'TELEPHONE POLE, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 6
 LG1067'INCHES AND THE DISK IS STAMPED BILLS NO 3 1947.
 LG1067'
 LG1067'REFERENCE MARK NO. 4 IS 115.78 FEET WEST-NORTHWEST OF THE STATION,
 LG1067'48 FEET WEST OF THE WEST EDGE OF PAVEMENT FOR STATE HIGHWAY 112,
 LG1067'32 FEET NORTH OF A CONCRETE RIGHT-OF-WAY POST, 2 FEET SOUTH
 LG1067'OF A TELEPHONE POLE, AND 1 FOOT EAST OF A FENCE.  THE MARK
 LG1067'PROJECTS 6 INCHES AND THE DISK IS STAMPED BILLS NO 4 1947.
 LG1067'
 LG1067'AZIMUTH MARK IS 0.55 MILE WEST-SOUTHWEST OF THE STATION, 30 FEET
 LG1067'SOUTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET EAST OF A TELEPHONE
 LG1067'POLE, 1.5 FEET EAST OF A WHITE WITNESS POST, AND 1 FOOT NORTH OF A
 LG1067'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BILLS
 LG1067'1947.
 LG1067'
 LG1067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 LG1067'HIGHWAY 3 IN BEATRICE, GO SOUTH ON U.S. HIGHWAY 77 FOR 9.2 MILES TO
 LG1067'WHERE U.S. HIGHWAY 77 CURVES LEFT AND THE STATION ON THE RIGHT.
 LG1067'
 LG1067'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 LG1067'HIGHWAY 112 FOR 0.1 MILE TO CROSSROADS.  TURN RIGHT AND GO WEST ON
 LG1067'GRAVEL ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT OR SOUTH
 LG1067'SIDE OF THE ROAD.
 LG1067
 LG1067                          STATION RECOVERY (1969)
 LG1067
 LG1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1067'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 LG1067'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 LG1067'GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LG1067'
 LG1067'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF REFERENCE MARK NO. 3.
 LG1067'
 LG1067'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 LG1067'
 LG1067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 LG1067'WNW OF WYMORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0622 ***********************************************************************
 NP0622  DESIGNATION -  BING
 NP0622  PID         -  NP0622
 NP0622  STATE/COUNTY-  NE/SHERIDAN
 NP0622  USGS QUAD   -  GAUNT LAKE (1989)
 NP0622
 NP0622                         *CURRENT SURVEY CONTROL
 NP0622  ___________________________________________________________________
 NP0622* NAD 83(1995)-  42 01 28.20564(N)    102 07 57.05216(W)     ADJUSTED  
 NP0622* NAVD 88     -      1272.     (meters)    4173.     (feet)  SCALED    
 NP0622  ___________________________________________________________________
 NP0622  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 NP0622  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 NP0622
 NP0622  HORZ ORDER  -  SECOND
 NP0622
 NP0622.The horizontal coordinates were established by classical geodetic methods
 NP0622.and adjusted by the National Geodetic Survey in August 1997..
 NP0622
 NP0622.The orthometric height was scaled from a topographic map.
 NP0622
 NP0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0622
 NP0622.The geoid height was determined by GEOID03.
 NP0622
 NP0622;                    North         East     Units Scale Factor Converg.
 NP0622;SPC NE       -   245,455.970   323,458.317   MT  0.99969951   -1 24 47.6
 NP0622;UTM  13      - 4,656,475.247   737,397.650   MT  1.00029353   +1 55 13.9
 NP0622
 NP0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0622!SPC NE       -   0.99980360  x   0.99969951  =   0.99950317
 NP0622!UTM  13      -   0.99980360  x   1.00029353  =   1.00009708
 NP0622
 NP0622|---------------------------------------------------------------------|
 NP0622| PID    Reference Object                     Distance      Geod. Az  |
 NP0622|                                                           dddmmss.s |
 NP0622| CP9661 BING RM 1                            12.515 METERS 03944     |
 NP0622| CP9662 BING RM 2                            18.223 METERS 26147     |
 NP0622| CP9660 BING AZ MK                                         3104312.7 |
 NP0622|---------------------------------------------------------------------|
 NP0622
 NP0622                          SUPERSEDED SURVEY CONTROL
 NP0622
 NP0622  NAD 83(1986)-  42 01 28.20357(N)    102 07 57.05521(W) AD(       ) 2
 NP0622  NAD 27      -  42 01 28.27100(N)    102 07 55.37800(W) AD(       ) 2
 NP0622
 NP0622.Superseded values are not recommended for survey control.
 NP0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0622.See file dsdata.txt to determine how the superseded data were derived.
 NP0622
 NP0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3739856475(NAD 83)
 NP0622_MARKER: DS = TRIANGULATION STATION DISK
 NP0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0622
 NP0622  HISTORY     - Date     Condition        Report By
 NP0622  HISTORY     - 1946     MONUMENTED       CGS
 NP0622
 NP0622                          STATION DESCRIPTION
 NP0622
 NP0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0622'LOCATED 2.5 MILES WEST OF BINGHAM, ABOUT 0.5 MILE SOUTH OF STATE
 NP0622'HIGHWAY NO. 2 AND 75 FEET NORTHWEST OF THE SOUTHEAST EDGE OF A
 NP0622'SAND RIDGE.  IT IS STAMPED BING 1946 AND PROJECTS 2 INCHES.
 NP0622'
 NP0622'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN THE STATION.
 NP0622'IT IS STAMPED BING NO 1 1946 AND PROJECTS 2 INCHES.
 NP0622'
 NP0622'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER THAN THE STATION.  IT
 NP0622'IS STAMPED BING NO 2 1946 AND PROJECTS 2 INCHES.
 NP0622'
 NP0622'THE AZIMUTH MARK IS 40 FEET EAST OF TELEPHONE POLE NO. 6, 30
 NP0622'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY NO. 2, 4-1/2 FEET
 NP0622'WEST OF A 3-INCH IRON PIPE THAT PROJECTS 2 FEET AND 2 FEET NORTH
 NP0622'OF A WIRE FENCE.  IT IS STAMPED BING 1946 AND PROJECTS 6 INCHES.
 NP0622'
 NP0622'TO REACH THE STATION FROM THE CENTER OF BINGHAM, GO WEST ON
 NP0622'STATE HIGHWAY NO. 2 FOR 2.55 MILES TO A WIRE GATE ON THE LEFT*.
 NP0622'THEN LEFT, THROUGH GATE, SOUTHEASTERLY FOR 0.1 MILE TO A FIRE
 NP0622'LANE.  THEN CROSS FIRE LANE AND BEAR RIGHT, SOUTH, FOR 0.45 MILE
 NP0622'TO THE HIGHEST POINT AND THE STATION.
 NP0622'
 NP0622'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON
 NP0622'HIGHWAY NO. 2 FOR 0.4 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0522 ***********************************************************************
 MN0522  DESIGNATION -  BIRDCAGE
 MN0522  PID         -  MN0522
 MN0522  STATE/COUNTY-  NE/MORRILL
 MN0522  USGS QUAD   -  ROUNDHOUSE ROCK (1979)
 MN0522
 MN0522                         *CURRENT SURVEY CONTROL
 MN0522  ___________________________________________________________________
 MN0522* NAD 83(1995)-  41 36 47.65889(N)    103 13 31.04944(W)     ADJUSTED  
 MN0522* NAVD 88     -      1182.     (meters)    3878.     (feet)  SCALED    
 MN0522  ___________________________________________________________________
 MN0522  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 MN0522  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 MN0522
 MN0522  HORZ ORDER  -  SECOND
 MN0522
 MN0522.The horizontal coordinates were established by classical geodetic methods
 MN0522.and adjusted by the National Geodetic Survey in August 1997..
 MN0522
 MN0522.The orthometric height was scaled from a topographic map.
 MN0522
 MN0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0522
 MN0522.The geoid height was determined by GEOID03.
 MN0522
 MN0522;                    North         East     Units Scale Factor Converg.
 MN0522;SPC NE       -   202,626.573   231,323.793   MT  0.99966034   -2 08 14.6
 MN0522;UTM  13      - 4,608,357.076   647,866.607   MT  0.99986907   +1 10 43.7
 MN0522
 MN0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0522!SPC NE       -   0.99981776  x   0.99966034  =   0.99947816
 MN0522!UTM  13      -   0.99981776  x   0.99986907  =   0.99968685
 MN0522
 MN0522:                Primary Azimuth Mark                     Grid Az
 MN0522:SPC NE       -  BIRDCAGE AZ MK                           018 20 42.9
 MN0522:UTM  13      -  BIRDCAGE AZ MK                           015 01 44.6
 MN0522
 MN0522|---------------------------------------------------------------------|
 MN0522| PID    Reference Object                     Distance      Geod. Az  |
 MN0522|                                                           dddmmss.s |
 MN0522| CP7454 BIRDCAGE AZ MK                                     0161228.3 |
 MN0522| MN0521 BIRDCAGE GAP NEB GAME FISH MST      APPROX. 0.6 KM 0804752.5 |
 MN0522| CP7456 BIRDCAGE RM 2                        20.654 METERS 27704     |
 MN0522| CP7455 BIRDCAGE RM 1                        23.109 METERS 35305     |
 MN0522|---------------------------------------------------------------------|
 MN0522
 MN0522                          SUPERSEDED SURVEY CONTROL
 MN0522
 MN0522  NAD 83(1995)-  41 36 47.65866(N)    103 13 31.04919(W) AD(       ) 2
 MN0522  NAD 83(1986)-  41 36 47.65117(N)    103 13 31.05269(W) AD(       ) 2
 MN0522  NAD 27      -  41 36 47.74720(N)    103 13 29.28840(W) AD(       ) 2
 MN0522
 MN0522.Superseded values are not recommended for survey control.
 MN0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0522.See file dsdata.txt to determine how the superseded data were derived.
 MN0522
 MN0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4786708357(NAD 83)
 MN0522_MARKER: DS = TRIANGULATION STATION DISK
 MN0522_SETTING: 66 = SET IN ROCK OUTCROP
 MN0522
 MN0522  HISTORY     - Date     Condition        Report By
 MN0522  HISTORY     - 1963     MONUMENTED       CGS
 MN0522
 MN0522                          STATION DESCRIPTION
 MN0522
 MN0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0522'THE STATION IS LOCATED ON THE PROPERTY OF MR. TOM NERUD, WHICH
 MN0522'IS ABOUT 6-1/2 MILES WEST AND 3-3/4 MILES SOUTH OF BRIDGEPORT,
 MN0522'2-1/2 MILES EAST AND 2 MILES NORTH OF REDINGTON AND JUST EAST
 MN0522'OF BIRDCAGE GAP.
 MN0522'
 MN0522'TO REACH THE STATION FROM THE BURLINGTON RAILROAD DEPOT AT
 MN0522'THE SOUTH EDGE OF BRIDGEPORT, GO SOUTH ON STATE HIGHWAY 88 FOR
 MN0522'5.5 MILES TO WHERE THE HIGHWAY TURNS RIGHT, WEST.  TURN RIGHT,
 MN0522'WEST ON STATE HIGHWAY 88 FOR 5.0 MILES TO A CROSSROAD AND A
 MN0522'OLD SCHOOL HOUSE IN THE NORTHWEST ANGLE.  TURN RIGHT, NORTH
 MN0522'ON GRAVELED ROAD FOR 1.05 MILES TO THE END OF THE GRAVELED
 MN0522'ROAD AND A WIRE GATE ON THE LEFT.  TURN LEFT, NORTH THROUGH
 MN0522'GATE AND STAY ON THE WEST SIDE OF A WIRE FENCE ON A TRACK ROAD
 MN0522'FOR 1.0 MILE TO A DIM FORK.  TURN LEFT, WEST ON DIM TRACK
 MN0522'ROAD FOR 1.1 MILES TO A LARGE STEEL TOWER AND THE END OF THE
 MN0522'TRACK ROAD.  CONTINUE WEST ACROSS THE TOP OF THE RIDGE FOR
 MN0522'0.4 MILE TO THE STATION AS DESCRIBED.
 MN0522'
 MN0522'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.1
 MN0522'MILE.  TURN LEFT, NORTH AND NORTHWEST FOR 0.2 MILE TO THE AZIMUTH
 MN0522'MARK ON THE LEFT AS DESCRIBED.
 MN0522'
 MN0522'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MN0522'IN OUTCROPPING BEDROCK.  IT IS STAMPED BIRDCAGE 1963.  IT IS
 MN0522'50 FEET NORTH OF AN EAST-WEST FENCE LINE AND 3 FEET SOUTH OF
 MN0522'THE NORTH EDGE OF THE HILL.
 MN0522'
 MN0522'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 MN0522'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED BIRDCAGE NO 1 1963.
 MN0522'IT IS ABOUT 15 FEET LOWER THAN THE STATION.
 MN0522'
 MN0522'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 MN0522'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED BIRDCAGE NO 2
 MN0522'1963.  IT IS 23 FEET NORTH OF AN EAST-WEST FENCE LINE AND IS
 MN0522'ABOUT 3 FEET LOWER THAN THE STATION.
 MN0522'
 MN0522'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MN0522'IN OUTCROPPING BEDROCK.  IT IS STAMPED BIRDCAGE 1963.  IT IS
 MN0522'5 INCHES NORTH OF THE SOUTH EDGE OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0521 ***********************************************************************
 MN0521  DESIGNATION -  BIRDCAGE GAP NEB GAME FISH MST
 MN0521  PID         -  MN0521
 MN0521  STATE/COUNTY-  NE/MORRILL
 MN0521  USGS QUAD   -  ROUNDHOUSE ROCK (1979)
 MN0521
 MN0521                         *CURRENT SURVEY CONTROL
 MN0521  ___________________________________________________________________
 MN0521* NAD 83(1995)-  41 36 50.82469(N)    103 13 05.00267(W)     ADJUSTED  
 MN0521* NAVD 88     -                                                        
 MN0521  ___________________________________________________________________
 MN0521  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MN0521  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 MN0521
 MN0521  HORZ ORDER  -  THIRD
 MN0521
 MN0521.The horizontal coordinates were established by classical geodetic methods
 MN0521.and adjusted by the National Geodetic Survey in August 1997..
 MN0521
 MN0521
 MN0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0521
 MN0521.The geoid height was determined by GEOID03.
 MN0521
 MN0521;                    North         East     Units Scale Factor Converg.
 MN0521;SPC NE       -   202,701.684   231,929.862   MT  0.99966037   -2 07 57.3
 MN0521;UTM  13      - 4,608,467.143   648,467.442   MT  0.99987126   +1 11 01.0
 MN0521
 MN0521                          SUPERSEDED SURVEY CONTROL
 MN0521
 MN0521  NAD 83(1995)-  41 36 50.82452(N)    103 13 05.00247(W) AD(       ) 4
 MN0521  NAD 83(1986)-  41 36 50.81725(N)    103 13 05.00298(W) AD(       ) 4
 MN0521  NAD 27      -  41 36 50.91300(N)    103 13 03.24000(W) AD(       ) 3
 MN0521
 MN0521.Superseded values are not recommended for survey control.
 MN0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0521.See file dsdata.txt to determine how the superseded data were derived.
 MN0521
 MN0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4846708467(NAD 83)
 MN0521_MARKER: 42 = RADIO/TV MAST
 MN0521
 MN0521  HISTORY     - Date     Condition        Report By
 MN0521  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0521
 MN0521                          STATION DESCRIPTION
 MN0521
 MN0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0521'THE STATION IS 7 MILES SOUTHWEST OF BRIDGEPORT, 2 MILES NORTH
 MN0521'OF STATE HIGHWAY 88, 1-1/4 MILES NORTH OF PUMPKIN CREEK
 MN0521'AND 3/4 MILE EAST OF BIRDCAGE GAP.  IT IS ON THE CREST OF
 MN0521'AN EAST-WEST RIDGE.
 MN0521'
 MN0521'THE STATION IS A RED LIGHT AT THE TOP OF A TRIANGULAR SHAPED
 MN0521'STEEL MAST WHICH IS ALTERNATELY PAINTED RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0450 ***********************************************************************
 MM0450  DESIGNATION -  BIRDWOOD
 MM0450  PID         -  MM0450
 MM0450  STATE/COUNTY-  NE/LINCOLN
 MM0450  USGS QUAD   -  APPLEGATE RANCH (1972)
 MM0450
 MM0450                         *CURRENT SURVEY CONTROL
 MM0450  ___________________________________________________________________
 MM0450* NAD 83(1995)-  41 21 09.08974(N)    101 12 44.84889(W)     ADJUSTED  
 MM0450* NAVD 88     -      1045.5    (meters)    3430.     (feet)  VERTCON   
 MM0450  ___________________________________________________________________
 MM0450  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 MM0450  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 MM0450
 MM0450  HORZ ORDER  -  FIRST
 MM0450
 MM0450.The horizontal coordinates were established by classical geodetic methods
 MM0450.and adjusted by the National Geodetic Survey in August 1997..
 MM0450
 MM0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0450
 MM0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0450
 MM0450.The geoid height was determined by GEOID03.
 MM0450
 MM0450;                    North         East     Units Scale Factor Converg.
 MM0450;SPC NE       -   169,379.926   398,572.674   MT  0.99966216   -0 48 12.6
 MM0450;UTM  14      - 4,580,253.441   314,917.888   MT  1.00002159   -1 27 43.8
 MM0450
 MM0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0450!SPC NE       -   0.99983940  x   0.99966216  =   0.99950161
 MM0450!UTM  14      -   0.99983940  x   1.00002159  =   0.99986098
 MM0450
 MM0450|---------------------------------------------------------------------|
 MM0450| PID    Reference Object                     Distance      Geod. Az  |
 MM0450|                                                           dddmmss.s |
 MM0450| CP7457 BIRDWOOD RM 1                        18.280 METERS 00640     |
 MM0450| CP7458 BIRDWOOD RM 2                        15.853 METERS 11405     |
 MM0450| CP7459 BIRDWOOD RM 3 AZIMUTH                              1783832.5 |
 MM0450|---------------------------------------------------------------------|
 MM0450
 MM0450                          SUPERSEDED SURVEY CONTROL
 MM0450
 MM0450  NAD 83(1986)-  41 21 09.09290(N)    101 12 44.85556(W) AD(       ) 1
 MM0450  NAD 27      -  41 21 09.12300(N)    101 12 43.26300(W) AD(       ) 1
 MM0450  NGVD 29 (07/19/86) 1045.1    (m)         3429.     (f) VERT ANG       
 MM0450
 MM0450.Superseded values are not recommended for survey control.
 MM0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0450.See file dsdata.txt to determine how the superseded data were derived.
 MM0450
 MM0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL1491880253(NAD 83)
 MM0450_MARKER: DS = TRIANGULATION STATION DISK
 MM0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0450
 MM0450  HISTORY     - Date     Condition        Report By
 MM0450  HISTORY     - 1933     MONUMENTED       CGS
 MM0450  HISTORY     - 1933     GOOD             CGS
 MM0450  HISTORY     - 1946     GOOD             CGS
 MM0450
 MM0450                          STATION DESCRIPTION
 MM0450
 MM0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0450'ABOUT 13 MILES NORTH AND 4-1/2 MILES WEST OF SUTHERLAND, IN
 MM0450'SOUTHWEST CORNER SEC. 15, T. 16 N., R. 34 W., IN PASTURE
 MM0450'OWNED BY JOHN HARSHFIELD.  TO REACH FROM SUTHERLAND, GO EAST ON
 MM0450'U.S. HIGHWAY 30 FOR 1/2 MILE TO GRAVELED ROAD LEADING NORTH.
 MM0450'FOLLOW THIS ROAD NORTH ACROSS NORTH PLATTE RIVER 4.5 MILES
 MM0450'AND KEEP MAIN SANDY ROAD WHICH BEARS NORTHWEST 2.0 MILES TO
 MM0450'FORKS IN HEAVY SAND.  KEEP RIGHT HAND, MAIN FORK NORTH 6.2
 MM0450'MILES TO WIRE GATE ON WEST SIDE OF ROAD OPPOSITE GROVE OF
 MM0450'TREES ON RIGHT.  PASS THROUGH GATE AND KEEP TRAIL NORTH, WEST
 MM0450'OF FENCE LINE 0.15 MILE TO NORTHEAST CORNER OF CULTIVATED
 MM0450'FIELD.  THENCE WEST ON DIM TRAIL ALONG SOUTH SIDE OF HAY
 MM0450'FIELD 0.35 MILE, AND BEAR NORTHWEST ON DIM TRAIL 0.7 MILE
 MM0450'TO GATE IN NORTH-AND-SOUTH FENCE.  PASS THROUGH GATE AND
 MM0450'KEEP LEFT FORK, PASSING 100 YARDS NORTH OF WINDMILL, WEST
 MM0450'0.95 MILE TO POINT ON TRAIL OPPOSITE MOUTH OF SMALL VALLEY TO
 MM0450'NORTH.  TURN NORTH UP RIDGE TO MOUTH OF VALLEY, THENCE
 MM0450'FOLLOW VALLEY TO HEAD AND NORTHWEST TO STATION, DISTANT,
 MM0450'0.55 MILE FROM TRAIL.
 MM0450'
 MM0450'STATION IS ON NORTHWEST OF TWO KNOLLS OF EQUAL HEIGHT ON TOP OF
 MM0450'SAND HILL, APPROXIMATELY 110 FEET EAST OF NORTH AND SOUTH
 MM0450'SECTION-LINE FENCE.  MARK IS 4 INCHES ABOVE GROUND.  REFERENCE
 MM0450'MARK NO. 1 IS NORTH OF STATION.  REFERENCE MARK NO. 2 IS
 MM0450'SOUTHEAST OF STATION.  REFERENCE MARK NO. 3 IS SOUTH OF STATION
 MM0450'IN SECTION-LINE FENCE.  ALL MARKS SET 4 INCHES ABOVE GROUND.
 MM0450'
 MM0450'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MM0450'DISKS SET IN SQUARE CONCRETE POSTS.
 MM0450'
 MM0450'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.17 METERS.
 MM0450
 MM0450                          STATION RECOVERY (1933)
 MM0450
 MM0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0450'STATION RECOVERED IN GOOD CONDITION.  MARKS UNDISTURBED AND
 MM0450'INSTRUMENT STAND IN GOOD CONDITION.  A CHECK ON THE DIRECTION
 MM0450'OF THE REFERENCE MARKS REVEALED THAT THE DISTANCE AND DIRECTIONS
 MM0450'WERE CORRECT.
 MM0450'
 MM0450'STATION REACHED FROM SUTHERLAND BY GOING EAST 1/2 MILE TO
 MM0450'GRAVELED ROAD LEADING NORTH.  FOLLOW NORTH 4.5 MILES AND KEEP
 MM0450'MAIN SANDY ROAD WHICH BEARS NORTHWEST 2.65 MILES TO FORKS.
 MM0450'KEEP RIGHT FORK 6.2 MILES TO A GATE ON WEST SIDE ROAD OPPOSITE
 MM0450'GROVE OF TREES ON RIGHT.  ENTER GATE AND GO NORTH 0.15 MILE
 MM0450'AND BEAR NORTHWEST ACROSS HAY FIELD 0.7 MILE TO GATE IN
 MM0450'NORTH-AND-SOUTH FENCE.  GO WEST 0.95 MILE, TURN NORTH AND
 MM0450'NORTHWEST TO STATION ON TOP OF HILL WHICH IS THE NORTHWESTERLY
 MM0450'OF TWO HIGH POINTS.
 MM0450
 MM0450                          STATION RECOVERY (1946)
 MM0450
 MM0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0450'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE IN
 MM0450'GOOD CONDITION.  DESCRIPTION FOLLOWS--
 MM0450'
 MM0450'LOCATED ABOUT 13 MILES NORTH AND 4-1/2 MILES WEST OF SUTHERLAND
 MM0450'AND 100 FEET EAST OF A WIRE FENCE ON THE HIGHEST POINT OF A
 MM0450'PROMINENT SAND HILL.  IT IS STAMPED BIRDWOOD 1933 AND PROJECTS
 MM0450'6 INCHES.
 MM0450'
 MM0450'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 MM0450'IT IS STAMPED BIRDWOOD NO 1 1933.
 MM0450'
 MM0450'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 MM0450'IT IS STAMPED BIRDWOOD NO 2 1933.
 MM0450'
 MM0450'THE AZIMUTH MARK IS NEAR THE SOUTH EDGE OF A PASTURE AND NEAR THE
 MM0450'NORTH EDGE AND FOOT OF A SAND HILL ON WHICH THERE ARE TWO VERY
 MM0450'LARGE SAND PITS.  IT IS IN THE CENTER OF A CIRCULAR SAND
 MM0450'PIT THAT IS APPROXIMATELY 15 FEET IN DIAMETER AND 2-1/2 FEET
 MM0450'DEEP.  IT IS A REFERENCE MARK DISK STAMPED BIRDWOOD NO 3 1933
 MM0450'AND PROJECTS 36 INCHES.
 MM0450'
 MM0450'TO REACH THE STATION FROM SUTHERLAND, GO EAST ON U.S. HIGHWAY
 MM0450'NO. 30 FOR 0.5 MILE.  THEN LEFT (NORTH) ON A GRAVEL ROAD FOR
 MM0450'4.4 MILES.  THEN LEFT FORK FOR 3.85 MILES.  THEN RIGHT FORK FOR
 MM0450'5.75 MILES.  LEAVE THE MAIN TRAVELED ROAD, TAKE THE LEFT FORK
 MM0450'THROUGH A PASTURE (NORTHWEST) FOR 0.85 MILE TO A POINT ABOUT 300
 MM0450'YARDS EAST-SOUTHEAST OF A LARGE BARN.  TURN LEFT, SOUTHWESTERLY,
 MM0450'FOR 0.25 MILE TO A DIM TRACK ROAD AND A FORK.  THEN RIGHT FORK
 MM0450'FOR 0.5 MILE TO A GATE*.  PASS THROUGH GATE, CONTINUE WESTERLY
 MM0450'FOR 0.9 MILE.  TURN RIGHT, NORTH, FOR 0.5 MILE TO THE HIGHEST
 MM0450'POINT AND THE STATION.
 MM0450'
 MM0450'*TO REACH THE AZIMUTH MARK FROM THIS POINT, PASS THROUGH THE
 MM0450'GATE, TURN LEFT FOR 0.1 MILE TO ANOTHER GATE (THIS GATE IS
 MM0450'ABOUT 100 YARDS EAST OF A SMALL GROVE OF TREES AND A WINDMILL).
 MM0450'THEN THROUGH GATE, TURN RIGHT, WESTERLY, FOLLOWING A FENCE
 MM0450'LINE FOR 0.9 MILE.  THEN TURN LEFT, SOUTH, FOR 0.8 MILE TO THE
 MM0450'MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0432 ***********************************************************************
 MM0432  DESIGNATION -  BIRDWOOD RAD STA KNBR TALL MST
 MM0432  PID         -  MM0432
 MM0432  STATE/COUNTY-  NE/LINCOLN
 MM0432  USGS QUAD   -  HERSHEY EAST (1970)
 MM0432
 MM0432                         *CURRENT SURVEY CONTROL
 MM0432  ___________________________________________________________________
 MM0432* NAD 83(1995)-  41 09 40.12626(N)    100 52 44.81292(W)     ADJUSTED  
 MM0432* NAVD 88     -                                                        
 MM0432  ___________________________________________________________________
 MM0432  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 MM0432  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 MM0432
 MM0432  HORZ ORDER  -  THIRD
 MM0432
 MM0432.The horizontal coordinates were established by classical geodetic methods
 MM0432.and adjusted by the National Geodetic Survey in August 1997..
 MM0432
 MM0432
 MM0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0432
 MM0432.The geoid height was determined by GEOID03.
 MM0432
 MM0432;                    North         East     Units Scale Factor Converg.
 MM0432;SPC NE       -   147,796.462   426,241.093   MT  0.99967659   -0 34 57.3
 MM0432;UTM  14      - 4,558,347.973   342,345.276   MT  0.99990590   -1 14 13.4
 MM0432
 MM0432                          SUPERSEDED SURVEY CONTROL
 MM0432
 MM0432  NAD 83(1986)-  41 09 40.13045(N)    100 52 44.82061(W) AD(       ) 4
 MM0432  NAD 27      -  41 09 40.13875(N)    100 52 43.26830(W) AD(       ) 3
 MM0432
 MM0432.Superseded values are not recommended for survey control.
 MM0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0432.See file dsdata.txt to determine how the superseded data were derived.
 MM0432
 MM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4234558348(NAD 83)
 MM0432_MARKER: 42 = RADIO/TV MAST
 MM0432
 MM0432  HISTORY     - Date     Condition        Report By
 MM0432  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0432
 MM0432                          STATION DESCRIPTION
 MM0432
 MM0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0432'THE STATION IS LOCATED JUST SOUTH OF U.S. HIGHWAY NO. 30 ABOUT
 MM0432'7.0 MILES WEST OF NORTH PLATTE AND 2.0 MILES EAST OF BIRDWOOD.
 MM0432'IT IS A STEEL TRUSS STRUCTURE SUPPORTED BY GUY CABLES, IS PAINTED
 MM0432'ALTERNATELY RED AND WHITE WITH A RED FLASHING LIGHT AT THE
 MM0432'TOP OF THE MAST AND HAS AN OVER-ALL HEIGHT OF 325.0 FEET.
 MM0432'
 MM0432'THE POINT OBSERVED UPON WAS THE RED FLASHING LIGHT AT THE
 MM0432'TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0438 ***********************************************************************
 MM0438  DESIGNATION -  BIRNBAUM
 MM0438  PID         -  MM0438
 MM0438  STATE/COUNTY-  NE/LOGAN
 MM0438  USGS QUAD   -  CODY LAKE SW (1986)
 MM0438
 MM0438                         *CURRENT SURVEY CONTROL
 MM0438  ___________________________________________________________________
 MM0438* NAD 83(1995)-  41 32 51.29912(N)    100 38 10.03848(W)     ADJUSTED  
 MM0438* NAVD 88     -       998.3    (meters)    3275.     (feet)  VERTCON   
 MM0438  ___________________________________________________________________
 MM0438  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MM0438  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 MM0438
 MM0438  HORZ ORDER  -  FIRST
 MM0438
 MM0438.The horizontal coordinates were established by classical geodetic methods
 MM0438.and adjusted by the National Geodetic Survey in August 1997..
 MM0438
 MM0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0438
 MM0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0438
 MM0438.The geoid height was determined by GEOID03.
 MM0438
 MM0438;                    North         East     Units Scale Factor Converg.
 MM0438;SPC NE       -   190,520.205   446,943.748   MT  0.99965886   -0 25 17.6
 MM0438;UTM  14      - 4,600,839.274   363,542.479   MT  0.99982915   -1 05 07.1
 MM0438
 MM0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0438!SPC NE       -   0.99984686  x   0.99965886  =   0.99950577
 MM0438!UTM  14      -   0.99984686  x   0.99982915  =   0.99967604
 MM0438
 MM0438:                Primary Azimuth Mark                     Grid Az
 MM0438:SPC NE       -  BIRNBAUM RM 3                            294 19 47.2
 MM0438:UTM  14      -  BIRNBAUM RM 3                            294 59 36.7
 MM0438
 MM0438|---------------------------------------------------------------------|
 MM0438| PID    Reference Object                     Distance      Geod. Az  |
 MM0438|                                                           dddmmss.s |
 MM0438| CN7900 BIRNBAUM RM 3                                      2935429.6 |
 MM0438| CN7898 BIRNBAUM RM 1                                      29509     |
 MM0438| CN7899 BIRNBAUM RM 2                                      34554     |
 MM0438|---------------------------------------------------------------------|
 MM0438
 MM0438                          SUPERSEDED SURVEY CONTROL
 MM0438
 MM0438  NAD 83(1986)-  41 32 51.30459(N)    100 38 10.04635(W) AD(       ) 1
 MM0438  NAD 27      -  41 32 51.31728(N)    100 38 08.51977(W) AD(       ) 1
 MM0438  NGVD 29 (07/19/86)  998.0    (m)         3274.     (f) VERT ANG       
 MM0438
 MM0438.Superseded values are not recommended for survey control.
 MM0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0438.See file dsdata.txt to determine how the superseded data were derived.
 MM0438
 MM0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6354200839(NAD 83)
 MM0438_MARKER: DB = BENCH MARK DISK
 MM0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0438
 MM0438  HISTORY     - Date     Condition        Report By
 MM0438  HISTORY     - 1973     MONUMENTED       USGS
 MM0438
 MM0438                          STATION DESCRIPTION
 MM0438
 MM0438'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (WMJ)
 MM0438'THE STATION IS LOCATED ABOUT 4 MILES EAST OF THE LOGAN-MC PHERSON
 MM0438'COUNTY LINE, 7 MILES WEST OF U.S. HIGHWAY 83 AND 10 MILES
 MM0438'NORTH-NORTHWEST OF STAPLETON IN PASTURE LAND OWNED BY MR. WAYNE
 MM0438'SAILISBURY, TELEPHONE NUMBER (308) 636-2460.
 MM0438'
 MM0438'TO REACH FROM THE POST OFFICE IN STAPLETON GO WEST ON STATE
 MM0438'HIGHWAY 92 FOR 4.8 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 MM0438'NORTH FOR 0.1 MILE TO A RANCH HOUSE.  BEAR LEFT ON MAIN TRACK ROAD
 MM0438'AROUND CORRAL FOR 0.05 MILE TO A GATE, PASS THROUGH GATE AND
 MM0438'GO NORTHERLY ON TRACK ROAD FOR 1.05 MILE TO A GATE, PASS THROUGH
 MM0438'GATE AND CONTINUE NORTHERLY ON MAIN TRACK ROAD FOR 1.5 MILE TO A
 MM0438'GATE, PASS THROUGH GATE AND CONTINUE NORTHWESTERLY ON MAIN
 MM0438'TRACK ROAD FOR 1.2 MILE TO A FORK.  TAKE LEFT FORK AND GO
 MM0438'NORTHWESTERLY FOR 0.2 MILE TO A DIM FORK, KEEP RIGHT FORK AND GO
 MM0438'NORTHERLY ON DIM TRACK ROAD FOR 0.5 MILE TO A WINDMILL.  BEAR
 MM0438'RIGHT AND GO NORTHERLY ON DIM TRACK ROAD FOR 1.0 MILE TO
 MM0438'A WINDMILL.  BEAR RIGHT OF THE WINDMILL AND GO NORTH-NORTHEASTERLY
 MM0438'OVER SAND HILLS FOR 0.5 MILE TO REFERENCE MARK 3 ON TOP OF A
 MM0438'RIDGE.  FROM THIS POINT GO EAST, OVER SAND HILLS FOR 0.6
 MM0438'MILE TO THE STATION ON HIGHEST SAND HILL IN IMMEDIATE AREA.
 MM0438'
 MM0438'THE STATION IS A U.S. GEOLOGICAL SURVEY, BENCH MARK DISK STAMPED
 MM0438'BIRNBAUM 1946, CEMENTED IN THE TOP OF A 8-INCH SQUARE CONCRETE
 MM0438'POST THAT PROJECTS 4 INCHES.  IT IS ON THE TOP OF THE HIGHEST
 MM0438'SAND HILL IN THE IMMEDIATE AREA.
 MM0438'
 MM0438'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY, REFERENCE MARK
 MM0438'DISK STAMPED BIRNBAUM NO 1 1946, CEMENTED IN THE TOP OF AN 8-INCH
 MM0438'SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS WEST OF THE
 MM0438'STATION AND ABOUT 20 FEET LOWER THAN THE STATION.
 MM0438'
 MM0438'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY, REFERENCE MARK DISK
 MM0438'STAMPED BIRNBAUM NO 2 1946, CEMENTED IN THE TOP OF AN 8-INCH
 MM0438'SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS NORTH OF THE
 MM0438'STATION AND ABOUT 8 FEET LOWER THAN THE STATION.
 MM0438'
 MM0438'REFERENCE MARK 3 (AZIMUTH MARK) IS A STANDARD REFERENCE MARK DISK,
 MM0438'STAMPED BIRNBAUM USGS NO 3 1973, CEMENTED IN THE TOP OF A 4-INCH,
 MM0438'ROUND PIPE FILLED WITH CEMENT AND PROJECTING 6 INCHES.  IT IS
 MM0438'APPROXIMATELY 0.5 MILE WEST OF THE STATION AND APPROXIMATELY 200
 MM0438'FEET LOWER THAN THE STATION.
 MM0438'
 MM0438'THE MEASUREMENTS TO REFERENCE MARKS 1 AND 2 WERE MADE TO THE POINTS
 MM0438'OF THE ARROWS ON THE DISKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0701 ***********************************************************************
 NN0701  DESIGNATION -  BLACK
 NN0701  PID         -  NN0701
 NN0701  STATE/COUNTY-  NE/HOLT
 NN0701  USGS QUAD   -  MEEK SW (1954)
 NN0701
 NN0701                         *CURRENT SURVEY CONTROL
 NN0701  ___________________________________________________________________
 NN0701* NAD 83(1995)-  42 35 43.60337(N)    098 39 55.79659(W)     ADJUSTED  
 NN0701* NAVD 88     -       609.     (meters)    1998.     (feet)  SCALED    
 NN0701  ___________________________________________________________________
 NN0701  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 NN0701  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 NN0701
 NN0701  HORZ ORDER  -  THIRD
 NN0701
 NN0701.The horizontal coordinates were established by classical geodetic methods
 NN0701.and adjusted by the National Geodetic Survey in August 1997..
 NN0701
 NN0701.The orthometric height was scaled from a topographic map.
 NN0701
 NN0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0701
 NN0701.The geoid height was determined by GEOID03.
 NN0701
 NN0701;                    North         East     Units Scale Factor Converg.
 NN0701;SPC NE       -   307,528.683   609,505.771   MT  0.99983973   +0 53 03.7
 NN0701;UTM  14      - 4,715,945.505   527,442.823   MT  0.99960927   +0 13 35.0
 NN0701
 NN0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0701!SPC NE       -   0.99990834  x   0.99983973  =   0.99974809
 NN0701!UTM  14      -   0.99990834  x   0.99960927  =   0.99951765
 NN0701
 NN0701|---------------------------------------------------------------------|
 NN0701| PID    Reference Object                     Distance      Geod. Az  |
 NN0701|                                                           dddmmss.s |
 NN0701| CO2250 BLACK RM 1                           20.294 METERS 02740     |
 NN0701| CO2249 BLACK AZ MK                                        0882943.0 |
 NN0701| CO2251 BLACK RM 2                           14.936 METERS 09328     |
 NN0701|---------------------------------------------------------------------|
 NN0701
 NN0701                          SUPERSEDED SURVEY CONTROL
 NN0701
 NN0701  NAD 83(1986)-  42 35 43.61016(N)    098 39 55.80228(W) AD(       ) 3
 NN0701  NAD 27      -  42 35 43.60400(N)    098 39 54.48800(W) AD(       ) 3
 NN0701
 NN0701.Superseded values are not recommended for survey control.
 NN0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0701.See file dsdata.txt to determine how the superseded data were derived.
 NN0701
 NN0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2744315946(NAD 83)
 NN0701_MARKER: DS = TRIANGULATION STATION DISK
 NN0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0701
 NN0701  HISTORY     - Date     Condition        Report By
 NN0701  HISTORY     - 1949     MONUMENTED       CGS
 NN0701
 NN0701                          STATION DESCRIPTION
 NN0701
 NN0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0701'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH AND 1.0 MILE
 NN0701'WEST OF O NEILL, 1-1/2 MILES WEST OF BLACKBIRD CREEK AND 0.4
 NN0701'MILE WEST OF U.S. HIGHWAY 281, ON THE SOUTH RIGHT-OF-WAY
 NN0701'OF AN EAST-WEST SECTION LINE ROAD.  IT IS 18-1/2 FEET SOUTH
 NN0701'OF THE CENTER OF EAST-WEST ROAD, 4 FEET NORTHEAST OF WITNESS
 NN0701'POST AND 3.7 FEET NORTH OF EAST-WEST FENCE LINE.  IT IS
 NN0701'STAMPED BLACK 1949 AND PROJECTS 2 INCHES.
 NN0701'
 NN0701'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 35 FEET
 NN0701'NORTH OF THE CENTER OF EAST-WEST ROAD, 22 FEET EAST OF TRIANGULAR
 NN0701'BLAZED FENCE POST AND 1 FOOT SOUTH OF FENCE LINE.  IT IS
 NN0701'STAMPED BLACK NO 1 1949 AND PROJECTS 4 INCHES.
 NN0701'
 NN0701'REFERENCE MARK NO 2 IS EAST OF THE STATION, 19 FEET SOUTH OF
 NN0701'THE CENTER OF EAST-WEST ROAD AND 1 FOOT NORTH OF EAST-WEST
 NN0701'FENCE LINE.  IT IS STAMPED BLACK NO 2 1949 AND PROJECTS 4
 NN0701'INCHES.
 NN0701'
 NN0701'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 40
 NN0701'FEET NORTH OF THE CENTER OF EAST-WEST SECTION LINE ROAD, 3
 NN0701'FEET WEST OF TELEPHONE POLE AND 5 FEET WEST OF WITNESS POST.
 NN0701'IT IS STAMPED BLACK 1949 AND PROJECTS 4 INCHES.
 NN0701'
 NN0701'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20,
 NN0701'275 AND 281 AT THE TRAFFIC LIGHT IN THE CENTER OF O NEILL, GO
 NN0701'WEST AND NORTH ON U.S. HIGHWAYS 20 AND 281 FOR 2.0 MILES TO
 NN0701'JUNCTION OF U.S. HIGHWAY 20 LEFT, CONTINUE NORTH ON U.S. HIGHWAY
 NN0701'281 FOR 8.0 MILES TO CROSSROAD, TURN LEFT AND GO WEST ON
 NN0701'SECTION LINE ROAD FOR ABOUT 150 FEET TO THE AZIMUTH MARK ON
 NN0701'THE NORTH SIDE AS DESCRIBED, CONTINUE WEST ON SECTION LINE
 NN0701'ROAD FOR 0.4 MILE TO THE STATION ON THE SOUTH SIDE AS
 NN0701'DESCRIBED.
 NN0701'
 NN0701'AN 87 FOOT SIGNAL AT STATION PLEASANT IS VISIBLE AT 4 FEET
 NN0701'
 NN0701'A 47 FOOT SIGNAL AT STATION MEEK 1940 IS VISIBLE AT 4 FEET
 NN0701'
 NN0701'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0454 ***********************************************************************
 NM0454  DESIGNATION -  BLACK BIRD
 NM0454  PID         -  NM0454
 NM0454  STATE/COUNTY-  NE/THURSTON
 NM0454  USGS QUAD   -  MACY (1966)
 NM0454
 NM0454                         *CURRENT SURVEY CONTROL
 NM0454  ___________________________________________________________________
 NM0454* NAD 83(1995)-  42 04 48.32080(N)    096 17 53.99937(W)     ADJUSTED  
 NM0454* NAVD 88     -       427.780  (meters)    1403.47   (feet)  ADJUSTED  
 NM0454  ___________________________________________________________________
 NM0454  LAPLACE CORR-          -8.12  (seconds)                    DEFLEC99
 NM0454  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 NM0454  DYNAMIC HT  -         427.632 (meters)    1402.99  (feet)  COMP
 NM0454  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 NM0454
 NM0454  HORZ ORDER  -  SECOND
 NM0454  VERT ORDER  -  SECOND    CLASS 0
 NM0454
 NM0454.The horizontal coordinates were established by classical geodetic methods
 NM0454.and adjusted by the National Geodetic Survey in August 1997..
 NM0454
 NM0454.The orthometric height was determined by differential leveling
 NM0454.and adjusted by the National Geodetic Survey in June 1991..
 NM0454
 NM0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0454
 NM0454.The geoid height was determined by GEOID03.
 NM0454
 NM0454.The dynamic height is computed by dividing the NAVD 88
 NM0454.geopotential number by the normal gravity value computed on the
 NM0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0454.degrees latitude (g = 980.6199 gals.).
 NM0454
 NM0454.The modeled gravity was interpolated from observed gravity values.
 NM0454
 NM0454;                    North         East     Units Scale Factor Converg.
 NM0454;SPC NE       -   256,005.297   806,118.302   MT  0.99970876   +2 27 11.1
 NM0454;SPC IA N     - 1,068,266.260 1,268,489.752   MT  0.99999759   -1 53 47.6
 NM0454;UTM  14      - 4,662,200.805   723,473.409   MT  1.00021454   +1 48 40.8
 NM0454
 NM0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0454!SPC NE       -   0.99993705  x   0.99970876  =   0.99964583
 NM0454!SPC IA N     -   0.99993705  x   0.99999759  =   0.99993464
 NM0454!UTM  14      -   0.99993705  x   1.00021454  =   1.00015158
 NM0454
 NM0454                          SUPERSEDED SURVEY CONTROL
 NM0454
 NM0454  NAD 83(1986)-  42 04 48.32168(N)    096 17 53.99521(W) AD(       ) 2
 NM0454  NAD 27      -  42 04 48.36400(N)    096 17 52.89700(W) AD(       ) 2
 NM0454  NGVD 29 (??/??/92)  427.634  (m)         1403.00   (f) ADJ UNCH    2 0
 NM0454
 NM0454.Superseded values are not recommended for survey control.
 NM0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0454.See file dsdata.txt to determine how the superseded data were derived.
 NM0454
 NM0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2347362201(NAD 83)
 NM0454_MARKER: P = PIPE CAP
 NM0454_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0454_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0454
 NM0454  HISTORY     - Date     Condition        Report By
 NM0454  HISTORY     - 1934     MONUMENTED       MORC
 NM0454  HISTORY     - 1947     GOOD             NGS
 NM0454  HISTORY     - 1948     GOOD             CGS
 NM0454  HISTORY     - 1961     GOOD             NGS
 NM0454  HISTORY     - 20050921 POOR             BLMCHY
 NM0454
 NM0454                          STATION DESCRIPTION
 NM0454
 NM0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM0454'7.4 MI NW FROM DECATUR.
 NM0454'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0454'DECATUR, THENCE NORTHWEST 6.0 MILES ALONG U.S. HIGHWAY NO. 73,
 NM0454'THENCE EAST 1.2 MILE ALONG A DIRT ROAD, THENCE NORTH 0.3 MILE
 NM0454'ALONG A FARM DRIVE, ABOUT 600.0 FEET NORTH-NORTHWEST OF THE
 NM0454'CHARLIE GRANT HOUSE, IN A CULTIVATED FIELD AND ON THE HIGHEST
 NM0454'GROUND IN THE VICINITY, 140.0 FEET SOUTHEAST OF A PRIVATE
 NM0454'CEMETERY, 9.0 FEET NORTH OF TRIANGULATION STATION MACY, A
 NM0454'CAST IRON CAP ON TOP OF A METAL PIPE AND PROJECTING 0.5
 NM0454'FOOT ABOVE THE GROUND.
 NM0454
 NM0454                          STATION RECOVERY (1948)
 NM0454
 NM0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0454'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH-NORTHWEST OF
 NM0454'DECATUR, ABOUT 3-1/2 MILES SOUTHEAST OF MACY, ON THE HIGHEST
 NM0454'PART OF A CULTIVATED FIELD OVERLOOKING THE MISSOURI RIVER
 NM0454'VALLEY.  IT IS ABOUT 150 YARDS NORTHWEST OF A SMALL WHITE
 NM0454'HOUSE, AND 87 FEET SOUTHEAST OF A SMALL BURIAL PLOT.  IT
 NM0454'IS A 4 INCH IRON PIPE, BURIED IN THE GROUND, AND HAS A MRC
 NM0454'STATION DISK BOLTED ON THE TOP.  THERE IS NO STAMPING ON
 NM0454'THE DISK.  IT PROJECTS 4 INCHES.
 NM0454'
 NM0454'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM STATION
 NM0454'MACY 1934, WHICH IS JUST SOUTH OF THIS MARK.  THE DISTANCE
 NM0454'IS 8.789 FEET OR 2.679 METERS.
 NM0454'
 NM0454'NOTE--THIS MARK IS IN A SLIGHT LEANING POSITION AND MAY
 NM0454'HAVE BEEN MOVED.
 NM0454'
 NM0454'TO REACH THE STATION FROM THE POST OFFICE IN DECATUR, GO
 NM0454'WEST FOR 0.1 MILE TO U.S. HIGHWAY 73E.  TURN RIGHT ON THE
 NM0454'HIGHWAY AND GO 6.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 NM0454'ON THE DIRT ROAD AND GO 1.4 MILES TO A DESERTED HOUSE ON
 NM0454'THE LEFT.  FROM HERE THE MARK IS 0.3 MILE NORTH, ON THE
 NM0454'HIGHEST POINT OF THE CULTIVATED FIELD.
 NM0454
 NM0454                          STATION RECOVERY (1961)
 NM0454
 NM0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NM0454'RECOVERED IN GOOD CONDITION.
 NM0454
 NM0454                          STATION RECOVERY (2005)
 NM0454
 NM0454'RECOVERY NOTE BY BLM, CHEYENNE, WY 2005 (RRL)
 NM0454'MONUMENT IS AS DESCRIBED ON DATASHEETS. HOWEVER, MONUMENT CURRENTLY
 NM0454'PROJECTS APPROXIMATELY 18 INCHES AND DEFINATELY LEANS TOWARDS THE
 NM0454'WEST, PROBABLY DUE TO EROSION CAUSED BY SURROUNDING AGRICULTURAL FIELD
 NM0454'(CURRENTLY IDLE ACRES SEEDED TO GRASS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0999 ***********************************************************************
 MO0999  DESIGNATION -  BLACK HILLS VIDEO CO MICROWAVE
 MO0999  PID         -  MO0999
 MO0999  STATE/COUNTY-  NE/BANNER
 MO0999  USGS QUAD   -  TREMAIN (1990)
 MO0999
 MO0999                         *CURRENT SURVEY CONTROL
 MO0999  ___________________________________________________________________
 MO0999* NAD 83(1995)-  41 33 14.16671(N)    104 02 41.80684(W)     ADJUSTED  
 MO0999* NAVD 88     -                                                        
 MO0999  ___________________________________________________________________
 MO0999  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 MO0999  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 MO0999
 MO0999  HORZ ORDER  -  THIRD
 MO0999
 MO0999.The horizontal coordinates were established by classical geodetic methods
 MO0999.and adjusted by the National Geodetic Survey in August 1997..
 MO0999
 MO0999
 MO0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0999
 MO0999.The geoid height was determined by GEOID03.
 MO0999
 MO0999;                    North         East     Units Scale Factor Converg.
 MO0999;SPC NE       -   198,920.082   162,780.989   MT  0.99965895   -2 40 50.1
 MO0999;SPC WY E     -   117,644.513   293,576.479   MT  1.00004522   +0 44 38.8
 MO0999;UTM  13      - 4,600,692.428   579,645.702   MT  0.99967806   +0 38 00.8
 MO0999
 MO0999                          SUPERSEDED SURVEY CONTROL
 MO0999
 MO0999  NAD 83(1995)-  41 33 14.16691(N)    104 02 41.80691(W) AD(       ) 4
 MO0999  NAD 83(1986)-  41 33 14.15540(N)    104 02 41.80707(W) AD(       ) 4
 MO0999  NAD 27      -  41 33 14.24600(N)    104 02 39.98600(W) AD(       ) 3
 MO0999
 MO0999.Superseded values are not recommended for survey control.
 MO0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0999.See file dsdata.txt to determine how the superseded data were derived.
 MO0999
 MO0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7964600692(NAD 83)
 MO0999_MARKER: 45 = MICROWAVE TOWER
 MO0999
 MO0999  HISTORY     - Date     Condition        Report By
 MO0999  HISTORY     - 1960     FIRST OBSERVED   CGS
 MO0999  HISTORY     - 1963     GOOD             CGS
 MO0999
 MO0999                          STATION DESCRIPTION
 MO0999
 MO0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO0999'THE STATION IS THE RED LIGHT ATOP THE TOWER WHICH IS LOCATED
 MO0999'9 MILES NORTH AND 2-1/2 MILES EAST OF ALBIN AND 0.3 MILE
 MO0999'EAST OF THE WYOMING-NEBRASKA STATE LINE.
 MO0999'
 MO0999'THE TOWER IS A SLENDER, GUYED STEEL STRUCTURE, PAINTED
 MO0999'ALTERNATELY RED AND WHITE WITH TWO SHIELD TYPE REFLECTORS
 MO0999'NEAR THE TOP AND FACING SOUTH AND NORTHEAST AND 325 FEET
 MO0999'IN HEIGHT.
 MO0999'
 MO0999'THE SINGLE RED LIGHT ON THE TOP WAS THE POINT INTERSECTED.
 MO0999'
 MO0999'THIS STATION WAS NOT PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1200 ***********************************************************************
 LH1200  DESIGNATION -  BLADEN CONGREGATIONAL CH SPIRE
 LH1200  PID         -  LH1200
 LH1200  STATE/COUNTY-  NE/WEBSTER
 LH1200  USGS QUAD   -  BLADEN (1969)
 LH1200
 LH1200                         *CURRENT SURVEY CONTROL
 LH1200  ___________________________________________________________________
 LH1200* NAD 83(1995)-  40 19 26.19580(N)    098 35 36.90208(W)     ADJUSTED  
 LH1200* NAVD 88     -                                                        
 LH1200  ___________________________________________________________________
 LH1200  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 LH1200  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 LH1200
 LH1200  HORZ ORDER  -  THIRD
 LH1200
 LH1200.The horizontal coordinates were established by classical geodetic methods
 LH1200.and adjusted by the National Geodetic Survey in August 1997..
 LH1200
 LH1200
 LH1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1200
 LH1200.The geoid height was determined by GEOID03.
 LH1200
 LH1200;                    North         East     Units Scale Factor Converg.
 LH1200;SPC NE       -    55,445.758   619,508.942   MT  0.99986924   +0 55 55.3
 LH1200;UTM  14      - 4,463,792.005   534,527.113   MT  0.99961467   +0 15 46.8
 LH1200
 LH1200                          SUPERSEDED SURVEY CONTROL
 LH1200
 LH1200  NAD 83(1986)-  40 19 26.20180(N)    098 35 36.90119(W) AD(       ) 4
 LH1200  NAD 27      -  40 19 26.15000(N)    098 35 35.67000(W) AD(       ) 3
 LH1200
 LH1200.Superseded values are not recommended for survey control.
 LH1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1200.See file dsdata.txt to determine how the superseded data were derived.
 LH1200
 LH1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK3452763792(NAD 83)
 LH1200_MARKER: 90 = CHURCH SPIRE
 LH1200
 LH1200  HISTORY     - Date     Condition        Report By
 LH1200  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1200  HISTORY     - 1935     MARK NOT FOUND   CGS
 LH1200
 LH1200                          STATION DESCRIPTION
 LH1200
 LH1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1200'THE BUILDING WAS ERECTED ABOUT 1857 AND IS NOW OCCUPIED BY THE
 LH1200'PILGRIMS OF HOLINESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1199 ***********************************************************************
 LH1199  DESIGNATION -  BLADEN MUNICIPAL TANK
 LH1199  PID         -  LH1199
 LH1199  STATE/COUNTY-  NE/WEBSTER
 LH1199  USGS QUAD   -  BLADEN (1969)
 LH1199
 LH1199                         *CURRENT SURVEY CONTROL
 LH1199  ___________________________________________________________________
 LH1199* NAD 83(1995)-  40 19 15.13795(N)    098 35 49.79629(W)     ADJUSTED  
 LH1199* NAVD 88     -                                                        
 LH1199  ___________________________________________________________________
 LH1199  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 LH1199  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 LH1199
 LH1199  HORZ ORDER  -  THIRD
 LH1199
 LH1199.The horizontal coordinates were established by classical geodetic methods
 LH1199.and adjusted by the National Geodetic Survey in August 1997..
 LH1199
 LH1199
 LH1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1199
 LH1199.The geoid height was determined by GEOID03.
 LH1199
 LH1199;                    North         East     Units Scale Factor Converg.
 LH1199;SPC NE       -    55,099.827   619,210.148   MT  0.99987033   +0 55 46.8
 LH1199;UTM  14      - 4,463,449.674   534,224.377   MT  0.99961442   +0 15 38.4
 LH1199
 LH1199                          SUPERSEDED SURVEY CONTROL
 LH1199
 LH1199  NAD 83(1986)-  40 19 15.14387(N)    098 35 49.79540(W) AD(       ) 4
 LH1199  NAD 27      -  40 19 15.08600(N)    098 35 48.56000(W) AD(       ) 3
 LH1199
 LH1199.Superseded values are not recommended for survey control.
 LH1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1199.See file dsdata.txt to determine how the superseded data were derived.
 LH1199
 LH1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK3422463450(NAD 83)
 LH1199_MARKER: 53 = ELEVATED TANK
 LH1199
 LH1199  HISTORY     - Date     Condition        Report By
 LH1199  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1199  HISTORY     - 1980     GOOD             NGS
 LH1199
 LH1199                          STATION DESCRIPTION
 LH1199
 LH1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1199'THE STATION IS LOCATED 0.15 MILE WEST OF THE DEPOT AND AT THE
 LH1199'SOUTH EDGE OF BLADEN.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING
 LH1199'THE TANK PROPER AND HAS AN OVERALL HEIGHT OF ABOUT 110 FEET.
 LH1199'THE TANK IS PAINTED SILVER AND HAS THE BLACK LETTERING BLADEN
 LH1199'ON THE EAST SIDE.  THERE IS A STEEL PICKET FENCE ENCIRCLING THE
 LH1199'TOP OF THE TANK.
 LH1199'
 LH1199'THE TOP AND CENTER OF THE TANK WAS OBSERVED.
 LH1199
 LH1199                          STATION RECOVERY (1980)
 LH1199
 LH1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1199'THE STATION, BLADEN MUNICIPAL WATER TANK, WAS RECOVERED IN GOOD
 LH1199'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0760 ***********************************************************************
 NN0760  DESIGNATION -  BLAINE
 NN0760  PID         -  NN0760
 NN0760  STATE/COUNTY-  NE/ROCK
 NN0760  USGS QUAD   -  LINKE LAKE (1982)
 NN0760
 NN0760                         *CURRENT SURVEY CONTROL
 NN0760  ___________________________________________________________________
 NN0760* NAD 83(1995)-  42 22 59.77665(N)    099 27 58.03843(W)     ADJUSTED  
 NN0760* NAVD 88     -       800.     (meters)    2625.     (feet)  SCALED    
 NN0760  ___________________________________________________________________
 NN0760  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 NN0760  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 NN0760
 NN0760  HORZ ORDER  -  FIRST
 NN0760
 NN0760.The horizontal coordinates were established by classical geodetic methods
 NN0760.and adjusted by the National Geodetic Survey in August 1997..
 NN0760
 NN0760.The orthometric height was scaled from a topographic map.
 NN0760
 NN0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0760
 NN0760.The geoid height was determined by GEOID03.
 NN0760
 NN0760;                    North         East     Units Scale Factor Converg.
 NN0760;SPC NE       -   283,254.925   543,955.665   MT  0.99977592   +0 21 13.7
 NN0760;UTM  14      - 4,692,437.036   461,629.378   MT  0.99961811   -0 18 51.2
 NN0760
 NN0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0760!SPC NE       -   0.99987810  x   0.99977592  =   0.99965405
 NN0760!UTM  14      -   0.99987810  x   0.99961811  =   0.99949626
 NN0760
 NN0760:                Primary Azimuth Mark                     Grid Az
 NN0760:SPC NE       -  NEWPORT MUNICIPAL TANK                   024 47 19.0
 NN0760:UTM  14      -  NEWPORT MUNICIPAL TANK                   025 27 23.9
 NN0760
 NN0760|---------------------------------------------------------------------|
 NN0760| PID    Reference Object                     Distance      Geod. Az  |
 NN0760|                                                           dddmmss.s |
 NN0760| NN0732 NEWPORT MUNICIPAL TANK              APPROX.26.9 KM 0250832.7 |
 NN0760| NN0724 STUART MUNICIPAL TANK               APPROX.35.8 KM 0474541.8 |
 NN0760| CO2254 BLAINE RM 1                          39.340 METERS 12644     |
 NN0760| CO2253 BLAINE AZ MK                                       2343800.8 |
 NN0760| CO2255 BLAINE RM 2                          35.345 METERS 26636     |
 NN0760| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.37.7 KM 2992731.0 |
 NN0760| NN0781 BASSETT MUNICIPAL TANK              APPROX.23.4 KM 3453538.0 |
 NN0760|---------------------------------------------------------------------|
 NN0760
 NN0760                          SUPERSEDED SURVEY CONTROL
 NN0760
 NN0760  NAD 83(1986)-  42 22 59.78174(N)    099 27 58.04933(W) AD(       ) 1
 NN0760  NAD 27      -  42 22 59.78400(N)    099 27 56.63500(W) AD(       ) 1
 NN0760
 NN0760.Superseded values are not recommended for survey control.
 NN0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0760.See file dsdata.txt to determine how the superseded data were derived.
 NN0760
 NN0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6162992437(NAD 83)
 NN0760_MARKER: DS = TRIANGULATION STATION DISK
 NN0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NN0760
 NN0760  HISTORY     - Date     Condition        Report By
 NN0760  HISTORY     - 1934     MONUMENTED       CGS
 NN0760  HISTORY     - 1949     GOOD             CGS
 NN0760
 NN0760                          STATION DESCRIPTION
 NN0760
 NN0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0760'STATION IS LOCATED ABOUT 300 YARDS EAST OF THE CENTER OF WEST
 NN0760'SIDE OF SEC. 19, T. 28 N., R. 18 W., ABOUT 14.5 MILES SOUTH BY
 NN0760'EAST OF BASSETT.  IT IS ON THE HIGHEST GROUND IN THE VICINITY.
 NN0760'
 NN0760'TO REACH FROM JUNCTION OF U.S. HIGHWAYS 20 AND 83 (ABOUT 2.5
 NN0760'MILES SOUTH OF BASSETT), GO SOUTH ON U.S. HIGHWAY 83 FOR 11.0
 NN0760'MILES, THENCE LEFT (EAST) ON DIM PRAIRIE ROAD 1.4 MILES TO GATE,
 NN0760'FOLLOW ROAD 1.0 MILE TO SECOND GATE, CONTINUE ON ROAD 1.1 MILES
 NN0760'TO CATTLE GAP IN NORTH-SOUTH FENCE, THENCE RIGHT (SOUTH) ALONG
 NN0760'EAST SIDE OF FENCE 0.3 MILE TO TOP OF HILL, THENCE LEFT (EAST)
 NN0760'0.3 MILE TO STATION.  STATION MARK PROJECTS 6 INCHES ABOVE
 NN0760'GROUND.
 NN0760'
 NN0760'REFERENCE MARK NO. 1 IS 129.07 FEET (39.340 METERS) SOUTHEAST
 NN0760'BY EAST OF STATION, AND PROJECTS 6 INCHES ABOVE GROUND.
 NN0760'
 NN0760'REFERENCE MARK NO. 2 IS 115.98 FEET (35.350 METERS) WEST BY
 NN0760'NORTH OF STATION, AND PROJECTS 6 INCHES ABOVE GROUND.
 NN0760'
 NN0760'AZIMUTH MARK IS 3.0 MILES SOUTHWEST BY WEST OF STATION, 36 FEET
 NN0760'NORTH OF CENTERLINE OF U.S. HIGHWAY 83, 1 FOOT NORTH OF FENCE AND
 NN0760'IS FLUSH WITH GROUND.  TO REACH FROM STATION, GO WEST 0.3
 NN0760'MILE TO FENCE, THENCE RIGHT (NORTH) 0.3 MILE TO CATTLE GAP,
 NN0760'THENCE LEFT (WEST) OVER TRAIL TO U.S. HIGHWAY 83, THENCE LEFT
 NN0760'(SOUTH AND EAST) 2.6 MILES TO MARK ON NORTH SIDE OF ROAD.
 NN0760'
 NN0760'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NN0760
 NN0760                          STATION RECOVERY (1949)
 NN0760
 NN0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0760'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NN0760'AND AZIMUTH MARK, RECOVERED AND FOUND IN
 NN0760'GOOD CONDITION.  SANDBLOWS REQUIRED THE LOWERING OF REFERENCE
 NN0760'MARKS NOS 1 AND 2.
 NN0760'
 NN0760'U.S. HIGHWAY NO 83 MENTIONED IN THE 1934 DESCRIPTION IS NOW
 NN0760'U.S. HIGHWAY 183.
 NN0760'
 NN0760'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0760'
 NN0760'THE STATION IS LOCATED ABOUT 14.5 MILES SOUTH EAST OF BASSETT AND
 NN0760'ABOUT 3.0 MILES EAST-SOUTHEAST OF U.S. HIGHWAY 183 ON THE HIGH
 NN0760'POINT OF A PROMINENT SAND HILL.  IT IS 4 FEET NORTH OF WITNESS
 NN0760'POST, STAMPED BLAINE 1934 AND PROJECTS 8 INCHES.
 NN0760'
 NN0760'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, SET
 NN0760'ON THE SOUTHEAST SLOPE OF THE SAND HILL.  IT IS STAMPED BLAINE
 NN0760'NO 1 1934 AND PROJECTS 4 INCHES.
 NN0760'
 NN0760'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, SET ON
 NN0760'THE WEST SLOPE OF THE SAND HILL.  IT IS STAMPED BLAINE NO 2 1934
 NN0760'AND PROJECTS 4 INCHES.
 NN0760'
 NN0760'THE AZIMUTH MARK IS ABOUT 3.0 MILES SOUTHWEST OF THE STATION,
 NN0760'36.5 FEET EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 183
 NN0760'AND 16.5 FEET WEST-SOUTHWEST OF FENCE LINE AND WITNESS POST.
 NN0760'IT IS STAMPED BLAINE AZI 1934 AND SET FLUSH WITH THE GROUND
 NN0760'SURFACE.
 NN0760'
 NN0760'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NN0760'AND 183 IN THE SOUTHWEST EDGE OF BASSETT, GO SOUTH ON U.S. HIGHWAY
 NN0760'183 FOR 13.1 MILES TO CATTLE GUARD IN FENCE LINE ON LEFT,
 NN0760'(CONTINUE SOUTH AND SOUTHEAST ON HIGHWAY FOR 2.6 MILES TO THE
 NN0760'AZIMUTH MARK ON THE LEFT SIDE AS DESCRIBED), TURN LEFT ACROSS
 NN0760'CATTLE GUARD AND FOLLOW MAIN TRACK ROAD EASTERLY FOR 1.3 MILES
 NN0760'TO WIRE GATE AND CATTLE GUARD, CONTINUE EASTERLY ON TRACK ROAD
 NN0760'FOR 0.9 MILE TO ANOTHER WIRE GATE AND CATTLE GUARD, CONTINUE
 NN0760'EASTERLY ON TRACK ROAD PASSING TO THE RIGHT OF RED WINDMILL
 NN0760'FOR 1.1 MILES TO CATTLE GUARD, CROSS CATTLE GUARD TURN RIGHT
 NN0760'AND GO SOUTH ALONG EAST SIDE OF FENCE LINE FOR ABOUT 0.4
 NN0760'MILE, TURN LEFT AND GO EAST-SOUTHEAST ACROSS PASTURE FOR
 NN0760'ABOUT 0.2 MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 NN0760'
 NN0760'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 NN0760'
 NN0760'A 74 FOOT SIGNAL AT STATION LAY 1934 IS VISIBLE AT 37 FEET
 NN0760'
 NN0760'A 4 FOOT SIGNAL AT STATION KRYSL IS VISIBLE AT 37 FEET
 NN0760'
 NN0760'A 74 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 37 FEET
 NN0760'
 NN0760'A 4 FOOT SIGNAL AT STATION SHAW IS VISIBLE AT 37 FEET
 NN0760'
 NN0760'A 74 FOOT SIGNAL AT STATION DUFF 1934 IS VISIBLE AT 37 FEET
 NN0760'
 NN0760'A 4 FOOT SIGNAL AT STATION TWIN IS VISIBLE AT 4 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1317 ***********************************************************************
 LH1317  DESIGNATION -  BLAINE
 LH1317  PID         -  LH1317
 LH1317  STATE/COUNTY-  NE/KEARNEY
 LH1317  USGS QUAD   -  KEARNEY SW (1970)
 LH1317
 LH1317                         *CURRENT SURVEY CONTROL
 LH1317  ___________________________________________________________________
 LH1317* NAD 83(1995)-  40 36 43.98706(N)    099 09 35.84295(W)     ADJUSTED  
 LH1317* NAVD 88     -       677.     (meters)    2221.     (feet)  SCALED    
 LH1317  ___________________________________________________________________
 LH1317  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 LH1317  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 LH1317
 LH1317  HORZ ORDER  -  THIRD
 LH1317
 LH1317.The horizontal coordinates were established by classical geodetic methods
 LH1317.and adjusted by the National Geodetic Survey in August 1997..
 LH1317
 LH1317.The orthometric height was scaled from a topographic map.
 LH1317
 LH1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1317
 LH1317.The geoid height was determined by GEOID03.
 LH1317
 LH1317;                    North         East     Units Scale Factor Converg.
 LH1317;SPC NE       -    86,824.446   571,073.012   MT  0.99977919   +0 33 24.1
 LH1317;UTM  14      - 4,495,723.397   486,468.887   MT  0.99960225   -0 06 14.8
 LH1317
 LH1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1317!SPC NE       -   0.99989763  x   0.99977919  =   0.99967685
 LH1317!UTM  14      -   0.99989763  x   0.99960225  =   0.99949992
 LH1317
 LH1317:                Primary Azimuth Mark                     Grid Az
 LH1317:SPC NE       -  KEARNEY BOYS TRAIN SCH STACK             015 18 24.8
 LH1317:UTM  14      -  KEARNEY BOYS TRAIN SCH STACK             015 58 03.7
 LH1317
 LH1317|---------------------------------------------------------------------|
 LH1317| PID    Reference Object                     Distance      Geod. Az  |
 LH1317|                                                           dddmmss.s |
 LH1317| LH1304 KEARNEY BOYS TRAIN SCH STACK        APPROX.10.9 KM 0155148.9 |
 LH1317| LH1314 KEARNEY BOYS TRAIN SCH SPIPE        APPROX.10.8 KM 0161531.4 |
 LH1317| LH1306 KEARNEY ST TB HOSPITAL TANK         APPROX.10.9 KM 0234920.2 |
 LH1317| LH1305 KEARNEY ST TB HOSPITAL STACK        APPROX.10.9 KM 0235809.1 |
 LH1317| LH1307 KEARNEY CON PWR ELEC RAD MAST       APPROX.12.0 KM 0252840.1 |
 LH1317| LH1310 KEARNEY BUFFALO CO CTHSE DOME       APPROX.10.8 KM 0371042.7 |
 LH1317| LH1309 KEARNEY RADIO MAST                  APPROX. 9.1 KM 0465500.7 |
 LH1317| CN7902 BLAINE RM 1                          18.979 METERS 08932     |
 LH1317| CN7901 BLAINE AZ MK                                       1905536.1 |
 LH1317| CN7903 BLAINE RM 2                          19.150 METERS 27250     |
 LH1317|---------------------------------------------------------------------|
 LH1317
 LH1317                          SUPERSEDED SURVEY CONTROL
 LH1317
 LH1317  NAD 83(1986)-  40 36 43.99391(N)    099 09 35.84450(W) AD(       ) 3
 LH1317  NAD 27      -  40 36 43.94800(N)    099 09 34.52200(W) AD(       ) 3
 LH1317
 LH1317.Superseded values are not recommended for survey control.
 LH1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1317.See file dsdata.txt to determine how the superseded data were derived.
 LH1317
 LH1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8646995723(NAD 83)
 LH1317_MARKER: DS = TRIANGULATION STATION DISK
 LH1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1317_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1317
 LH1317  HISTORY     - Date     Condition        Report By
 LH1317  HISTORY     - 1950     MONUMENTED       CGS
 LH1317
 LH1317                          STATION DESCRIPTION
 LH1317
 LH1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1317'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF KEARNEY, 8 MILES
 LH1317'SOUTHEAST OF ODESSA AND 9 MILES NORTH-NORTHWEST OF AXTELL, ON A
 LH1317'SMALL SAND HILL AND ON THE RIGHT-OF-WAY OF A LITTLE-USED SECTION
 LH1317'LINE ROAD.  IT IS 3-1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 LH1317'ABOUT 42 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 LH1317'RIGHT-OF-WAY, AND 6-1/2 FEET SOUTHEAST OF A WHITE WITNESS POST.
 LH1317'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED, BLAINE
 LH1317'1950.
 LH1317'
 LH1317'REFERENCE MARK NO. 1 IS ALONG THE NORTH SIDE OF THE RIGHT-OF-WAY,
 LH1317'1-1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE AND 44 FEET
 LH1317'SOUTH OF THE APPROXIMATE CENTER OF THE RIGHT-OF-WAY, AND ABOUT
 LH1317'8 FOOT LOWER THEN THE STATION MARK.  THE MARK PROJECTS ABOUT 3
 LH1317'INCHES AND THE DISK IS STAMPED, BLAINE NO 1 1950.
 LH1317'
 LH1317'REFERENCE MARK NO. 2 IS ALONG THE NORTH SIDE OF THE RIGHT-OF-WAY,
 LH1317'45 FEET NORTH OF THE APPROXIMATE CENTER OF THE RIGHT-OF-WAY, 1 FOOT
 LH1317'SOUTH OF THE FENCE AND ABOUT 8 FEET LOWER THEN THE STATION MARK.
 LH1317'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BLAINE
 LH1317'NO 2 1950.
 LH1317'
 LH1317'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE
 LH1317'ROAD, ON THE SUMMIT OF A SMALL SANDHILL, THE FIRST HILL SOUTH OF
 LH1317'THE STATION, ABOUT 18 FEET EAST OF THE LITTLE USED ROAD AND 1
 LH1317'FOOT WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS ABOUT 6
 LH1317'INCHES AND THE DISK IS STAMPED, BLAINE 1950.
 LH1317'
 LH1317'THE STATION WAS REACHED FROM THE BUFFALO COUNTY COURT HOUSE IN
 LH1317'KEARNEY, BY GOING SOUTH ON STATE ROUTE 44 FOR 3.3 MILES TO THE
 LH1317'JUNCTION OF STATE ROUTES 44 AND 10.  (CROSSING THE PLATTE RIVER
 LH1317'AT ABOUT 2.1 MILES).  CONTINUE SOUTH ON STATE ROUTE 44 FOR 4.1
 LH1317'MILES TO A CROSSROADS.  TURN RIGHT OR WEST ON GRAVELED ROAD AND
 LH1317'GO 4.0 MILES TO A CROSSROADS, THENCE RIGHT OR NORTH ON A GRADED
 LH1317'DIRT ROAD THAT FINALLY DWINDLES TO A SINGLE TRACK ROAD, FOR 1.8
 LH1317'MILES TO THE TOP OF A SMALL GRADE AND THE AZIMUTH MARK ON THE
 LH1317'RIGHT AS DESCRIBED ABOVE.  CONTINUE NORTH FOR 0.2 MILE TO A
 LH1317'CROSSROADS, THENCE RIGHT OR EAST FOR ABOUT 0.05 MILES TO THE
 LH1317'TOP OF THE SMALL HILL AND THE STATION SITE AS DESCRIBED
 LH1317'ABOVE.
 LH1317'
 LH1317'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0091 ***********************************************************************
 MK0091  DESIGNATION -  BLAIR
 MK0091  PID         -  MK0091
 MK0091  STATE/COUNTY-  NE/WASHINGTON
 MK0091  USGS QUAD   -  BLAIR (1983)
 MK0091
 MK0091                         *CURRENT SURVEY CONTROL
 MK0091  ___________________________________________________________________
 MK0091* NAD 83(1986)-  41 32 33.     (N)    096 08 09.     (W)     SCALED    
 MK0091* NAVD 88     -       333.467  (meters)    1094.05   (feet)  ADJUSTED  
 MK0091  ___________________________________________________________________
 MK0091  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 MK0091  DYNAMIC HT  -         333.313 (meters)    1093.54  (feet)  COMP
 MK0091  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 MK0091
 MK0091  VERT ORDER  -  SECOND    CLASS 0
 MK0091
 MK0091.The horizontal coordinates were scaled from a topographic map and have
 MK0091.an estimated accuracy of +/- 6 seconds.
 MK0091
 MK0091.The orthometric height was determined by differential leveling
 MK0091.and adjusted by the National Geodetic Survey in June 1991..
 MK0091
 MK0091.The geoid height was determined by GEOID03.
 MK0091
 MK0091.The dynamic height is computed by dividing the NAVD 88
 MK0091.geopotential number by the normal gravity value computed on the
 MK0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0091.degrees latitude (g = 980.6199 gals.).
 MK0091
 MK0091.The modeled gravity was interpolated from observed gravity values.
 MK0091
 MK0091;                    North         East    Units  Estimated Accuracy
 MK0091;SPC NE       -   196,960.      822,220.      MT  (+/- 180 meters Scaled)
 MK0091
 MK0091                          SUPERSEDED SURVEY CONTROL
 MK0091
 MK0091  NGVD 29 (??/??/92)  333.322  (m)         1093.57   (f) ADJ UNCH    2 0
 MK0091
 MK0091.Superseded values are not recommended for survey control.
 MK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0091.See file dsdata.txt to determine how the superseded data were derived.
 MK0091
 MK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM389029(NAD 83)
 MK0091_MARKER: DS = TRIANGULATION STATION DISK
 MK0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0091_SP_SET: CORNER STONE
 MK0091_STAMPING: BLAIR 1934
 MK0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0091
 MK0091  HISTORY     - Date     Condition        Report By
 MK0091  HISTORY     - 1934     MONUMENTED       CGS
 MK0091  HISTORY     - 1947     GOOD             NGS
 MK0091  HISTORY     - 20040603 GOOD             USPSQD
 MK0091
 MK0091                          STATION DESCRIPTION
 MK0091
 MK0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0091'AT BLAIR.
 MK0091'AT BLAIR, AT THE INTERSECTION OF WALKER AVENUE AND LINCOLN STREET,
 MK0091'AT THE NORTHWEST CORNER OF THE CITY HALL, 2 FEET SOUTH OF THE
 MK0091'NORTHWEST CORNER OF THE BUILDING, SET VERTICALLY IN THE WEST
 MK0091'FACE OF THE CORNERSTONE, 4 FEET ABOVE THE GROUND.
 MK0091
 MK0091                          STATION RECOVERY (2004)
 MK0091
 MK0091'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK0091'STATION FOUND GOOD. WALKER AVENUE DESCRIBED IN THE 1947 DESCRIPTION IS
 MK0091'NOW 16TH STREET. THE REMAINDER OF THE 1947 DESCRIPTION IS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2118 ***********************************************************************
 MK2118  DESIGNATION -  BLAIR
 MK2118  PID         -  MK2118
 MK2118  STATE/COUNTY-  NE/WASHINGTON
 MK2118  USGS QUAD   -  BLAIR (1983)
 MK2118
 MK2118                         *CURRENT SURVEY CONTROL
 MK2118  ___________________________________________________________________
 MK2118* NAD 83(1995)-  41 31 51.69061(N)    096 08 10.90941(W)     ADJUSTED  
 MK2118* NAVD 88     -       333.40   (+/-2cm)    1093.8    (feet)  VERTCON   
 MK2118  ___________________________________________________________________
 MK2118  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 MK2118  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 MK2118
 MK2118  HORZ ORDER  -  FIRST
 MK2118  VERT ORDER  -  THIRD ? (See Below)
 MK2118
 MK2118.The horizontal coordinates were established by classical geodetic methods
 MK2118.and adjusted by the National Geodetic Survey in August 1997..
 MK2118
 MK2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK2118.The vertical order pertains to the NGVD 29 superseded value.
 MK2118
 MK2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2118
 MK2118.The geoid height was determined by GEOID03.
 MK2118
 MK2118;                    North         East     Units Scale Factor Converg.
 MK2118;SPC NE       -   195,687.665   822,227.487   MT  0.99965869   +2 33 37.5
 MK2118;SPC IA S     -   173,354.449   280,020.220   MT  0.99996494   -1 44 11.7
 MK2118;UTM  14      - 4,601,668.791   738,905.102   MT  1.00030244   +1 53 58.4
 MK2118
 MK2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2118!SPC NE       -   0.99995212  x   0.99965869  =   0.99961083
 MK2118!SPC IA S     -   0.99995212  x   0.99996494  =   0.99991707
 MK2118!UTM  14      -   0.99995212  x   1.00030244  =   1.00025455
 MK2118
 MK2118:                Primary Azimuth Mark                     Grid Az
 MK2118:SPC NE       -  BLAIR AZ MK                              359 25 28.6
 MK2118:SPC IA S     -  BLAIR AZ MK                              003 43 17.8
 MK2118:UTM  14      -  BLAIR AZ MK                              000 05 07.7
 MK2118
 MK2118|---------------------------------------------------------------------|
 MK2118| PID    Reference Object                     Distance      Geod. Az  |
 MK2118|                                                           dddmmss.s |
 MK2118| CL6902 BLAIR AZ MK                                        0015906.1 |
 MK2118| MK1969 BLAIR WASHINGTON CO CTHSE DOME      APPROX. 1.0 KM 0042619.1 |
 MK2118| CL6903 BLAIR RM 1                           20.900 METERS 16922     |
 MK2118| CL6904 BLAIR RM 2                           12.263 METERS 35319     |
 MK2118|---------------------------------------------------------------------|
 MK2118
 MK2118                          SUPERSEDED SURVEY CONTROL
 MK2118
 MK2118  NAD 83(1986)-  41 31 51.69591(N)    096 08 10.91183(W) AD(       ) 1
 MK2118  NAD 27      -  41 31 51.71800(N)    096 08 09.85800(W) AD(       ) 1
 MK2118  NGVD 29 (07/19/86)  333.25   (m)         1093.3    (f) LEVELING    3  
 MK2118
 MK2118.Superseded values are not recommended for survey control.
 MK2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2118.See file dsdata.txt to determine how the superseded data were derived.
 MK2118
 MK2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3890501669(NAD 83)
 MK2118_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MK2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2118
 MK2118  HISTORY     - Date     Condition        Report By
 MK2118  HISTORY     - 1934     MONUMENTED       CGS
 MK2118  HISTORY     - 1947     SEE DESCRIPTION  CGS
 MK2118
 MK2118                          STATION DESCRIPTION
 MK2118
 MK2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MK2118'STATION IS ON A HIGH HILL JUST SOUTH OF BLAIR ON PROPERTY OWNED
 MK2118'BY THE TOWN AND OCCUPIED BY THE TOWN RESERVOIR.
 MK2118'
 MK2118'TO REACH FROM BLAIR, GO SOUTH ON WALKER AVENUE (U.S. HIGHWAY 73)
 MK2118'FROM MAIN CORNER IN TOWN 0.6 MILE TO T-ROAD, TURN RIGHT (WEST) AND
 MK2118'GO 0.15 MILE TO END OF STREET.  TURN LEFT (SOUTH) AND GO 2 BLOCKS
 MK2118'TO GATE ACROSS STREET.  GO THROUGH GATE AND CONTINUE TO TOP OF
 MK2118'HILL.  TURN LEFT (EAST) AND GO 0.1 MILE ACROSS FIELD TO FENCE JUST
 MK2118'WEST OF RESERVOIR AND END OF TRUCK TRAVEL.  MARK IS 125.4 FEET
 MK2118'EAST OF THIS FENCE, 41.8 FEET SOUTH OF ANOTHER FENCE, AND
 MK2118'51.5 FEET NORTH BY EAST OF EAST VENTILATOR OF RESERVOIR.
 MK2118'
 MK2118'REFERENCE MARK NO. 1 IS 68.56 FEET SOUTH OF STATION, 20.6 FEET
 MK2118'NORTH OF FENCE, 28.8 FEET NORTHWEST OF FENCE CORNER AND 39.8
 MK2118'FEET SOUTHEAST OF EAST VENTILATOR OF RESERVOIR.
 MK2118'
 MK2118'REFERENCE MARK NO. 2 IS 40.23 FEET NORTH OF STATION, 1.8 FEET
 MK2118'SOUTH OF FENCE AND 26.6 FEET WEST OF FENCE CORNER.
 MK2118'
 MK2118'AZIMUTH MARK IS 0.5 MILE NORTH OF STATION.  TO REACH GO WEST
 MK2118'ACROSS FIELD 0.1 MILE TO ROAD, TURN RIGHT (NORTH) AND GO 0.2 MILE,
 MK2118'TURN RIGHT (EAST) AND GO 0.15 MILE, TURN LEFT (NORTH) ONTO SOUTH
 MK2118'WALKER AVENUE AND GO 0.3 MILE TO MARK ON EAST, 35.6 FEET EAST OF
 MK2118'CENTERLINE OF SOUTH WALKER AVENUE AND 4.3 FEET WEST OF WEST EDGE
 MK2118'OF WALK.
 MK2118'
 MK2118'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 MK2118
 MK2118                          STATION RECOVERY (1947)
 MK2118
 MK2118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK2118'THIS STATION WAS NOT RECOVERED AS IT AND THE REFERENCE MARKS
 MK2118'WERE DESTROYED.  THE ENTIRE TOP OF THE HILL WAS LEVELED OFF AND A
 MK2118'NEW RESERVOIR BUILT ON TOP.  THE POSITION OF THE OLD STATION
 MK2118'AND REFERENCE MARKS IS ON THE EAST SLOPE OF THE RESERVOIR.  THE
 MK2118'1934 AZIMUTH MARK WAS RECOVERED AND WAS RESTAMPED BLAIR 2 1947.
 MK2118'IT WAS USED AS THE AZIMUTH MARK FOR THE NEW STATION.  A
 MK2118'DESCRIPTION FOR BLAIR 2 1947 WAS WRITTEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1971 ***********************************************************************
 MK1971  DESIGNATION -  BLAIR 2
 MK1971  PID         -  MK1971
 MK1971  STATE/COUNTY-  NE/WASHINGTON
 MK1971  USGS QUAD   -  BLAIR (1983)
 MK1971
 MK1971                         *CURRENT SURVEY CONTROL
 MK1971  ___________________________________________________________________
 MK1971* NAD 83(1995)-  41 31 52.36256(N)    096 08 11.51002(W)     ADJUSTED  
 MK1971* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 MK1971  ___________________________________________________________________
 MK1971  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 MK1971  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 MK1971
 MK1971  HORZ ORDER  -  SECOND
 MK1971
 MK1971.The horizontal coordinates were established by classical geodetic methods
 MK1971.and adjusted by the National Geodetic Survey in August 1997..
 MK1971
 MK1971.The orthometric height was scaled from a topographic map.
 MK1971
 MK1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1971
 MK1971.The geoid height was determined by GEOID03.
 MK1971
 MK1971;                    North         East     Units Scale Factor Converg.
 MK1971;SPC NE       -   195,707.746   822,212.656   MT  0.99965869   +2 33 37.1
 MK1971;SPC IA S     -   173,375.591   280,006.931   MT  0.99996495   -1 44 12.1
 MK1971;UTM  14      - 4,601,689.055   738,890.494   MT  1.00030236   +1 53 58.0
 MK1971
 MK1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1971!SPC NE       -   0.99994181  x   0.99965869  =   0.99960052
 MK1971!SPC IA S     -   0.99994181  x   0.99996495  =   0.99990676
 MK1971!UTM  14      -   0.99994181  x   1.00030236  =   1.00024416
 MK1971
 MK1971:                Primary Azimuth Mark                     Grid Az
 MK1971:SPC NE       -  BLAIR 2 AZ MK                            000 25 51.8
 MK1971:SPC IA S     -  BLAIR 2 AZ MK                            004 43 41.0
 MK1971:UTM  14      -  BLAIR 2 AZ MK                            001 05 30.9
 MK1971
 MK1971|---------------------------------------------------------------------|
 MK1971| PID    Reference Object                     Distance      Geod. Az  |
 MK1971|                                                           dddmmss.s |
 MK1971| CL6905 BLAIR 2 AZ MK                                      0025928.9 |
 MK1971| MK1969 BLAIR WASHINGTON CO CTHSE DOME      APPROX. 1.0 KM 0051926.5 |
 MK1971| MK1834 OMAHA/SIOUX FALLS AMBER 4 BN 2      APPROX.12.8 KM 0404236.8 |
 MK1971| MK1833 MODALE MUNICIPAL TANK               APPROX.14.6 KM 0464843.7 |
 MK1971| CL6906 BLAIR 2 RM 1                         21.215 METERS 17112     |
 MK1971| CL6907 BLAIR 2 RM 2                         18.612 METERS 27459     |
 MK1971|---------------------------------------------------------------------|
 MK1971
 MK1971                          SUPERSEDED SURVEY CONTROL
 MK1971
 MK1971  NAD 83(1986)-  41 31 52.36724(N)    096 08 11.51203(W) AD(       ) 2
 MK1971  NAD 27      -  41 31 52.39100(N)    096 08 10.46300(W) AD(       ) 2
 MK1971
 MK1971.Superseded values are not recommended for survey control.
 MK1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1971.See file dsdata.txt to determine how the superseded data were derived.
 MK1971
 MK1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3889001689(NAD 83)
 MK1971_MARKER: DS = TRIANGULATION STATION DISK
 MK1971_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MK1971
 MK1971  HISTORY     - Date     Condition        Report By
 MK1971  HISTORY     - 1947     MONUMENTED       CGS
 MK1971
 MK1971                          STATION DESCRIPTION
 MK1971
 MK1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1971'THE STATION IS LOCATED AT THE SOUTH EDGE OF BLAIR, ON TOP OF AN
 MK1971'EARTH COVERED RESERVOIR WHICH IS ON TOP OF A HIGH HILL OVERLOOKING
 MK1971'THE TOWN OF BLAIR.  IT IS 17 FEET SOUTHWEST OF THE NORTHEAST
 MK1971'CORNER OF THE RESERVOIR, AND 10.5 FEET WEST OF THE CENTER OF A
 MK1971'LARGE MAN HOLE.  THE DISK IS STAMPED BLAIR 2 1947 AND PROJECTS 2
 MK1971'INCHES.
 MK1971'
 MK1971'THIS STATION IS IN THE IMMEDIATE VICINITY OF STATION BLAIR 1934
 MK1971'WHICH WAS DESTROYED BY CONSTRUCTION OF THE NEW RESERVOIR.
 MK1971'
 MK1971'REFERENCE MARK NO. 1 IS 69.60 FEET SOUTH OF THE STATION, 15 FEET
 MK1971'SOUTH-SOUTHWEST OF A MANHOLE, AND 6.5 FEET SOUTHEAST OF AN 8
 MK1971'INCH VENT PIPE.  THE DISK IS STAMPED BLAIR 2 NO 1 1947 AND PROJECTS
 MK1971'4 INCHES.
 MK1971'
 MK1971'REFERENCE MARK NO. 2 IS 61.06 FEET WEST OF THE STATION, ON THE
 MK1971'NORTHWEST CORNER OF THE RESERVOIR, AND 7 FEET NORTHWEST OF AN 8
 MK1971'INCH VENT PIPE.  THE DISK IS STAMPED BLAIR 2 NO 2 1947 AND PROJECTS
 MK1971'4 INCHES.
 MK1971'
 MK1971'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTH-NORTHEAST OF
 MK1971'THE STATION, 35 FEET EAST OF THE CENTERLINE OF SOUTH WALKER AVENUE,
 MK1971'39 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AT 710
 MK1971'SOUTH WALKER AVENUE, AND 4 FEET WEST OF THE WEST EDGE OF THE
 MK1971'SIDEWALK.  THE DISK IS STAMPED BLAIR 2 1947 AND PROJECTS 1 INCH.
 MK1971'(THIS IS THE 1934 AZIMUTH MARK.  IT WAS REMARKED.)
 MK1971'
 MK1971'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 MK1971'
 MK1971'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1969 ***********************************************************************
 MK1969  DESIGNATION -  BLAIR WASHINGTON CO CTHSE DOME
 MK1969  PID         -  MK1969
 MK1969  STATE/COUNTY-  NE/WASHINGTON
 MK1969  USGS QUAD   -  BLAIR (1983)
 MK1969
 MK1969                         *CURRENT SURVEY CONTROL
 MK1969  ___________________________________________________________________
 MK1969* NAD 83(1995)-  41 32 24.70248(N)    096 08 07.49871(W)     ADJUSTED  
 MK1969* NAVD 88     -                                                        
 MK1969  ___________________________________________________________________
 MK1969  LAPLACE CORR-          -7.45  (seconds)                    DEFLEC99
 MK1969  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 MK1969
 MK1969  HORZ ORDER  -  THIRD
 MK1969
 MK1969.The horizontal coordinates were established by classical geodetic methods
 MK1969.and adjusted by the National Geodetic Survey in August 1997..
 MK1969
 MK1969
 MK1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1969
 MK1969.The geoid height was determined by GEOID03.
 MK1969
 MK1969;                    North         East     Units Scale Factor Converg.
 MK1969;SPC NE       -   196,708.287   822,260.956   MT  0.99965877   +2 33 39.8
 MK1969;SPC IA S     -   174,370.006   280,130.100   MT  0.99996587   -1 44 09.4
 MK1969;UTM  14      - 4,602,689.617   738,950.367   MT  1.00030271   +1 54 01.9
 MK1969
 MK1969                          SUPERSEDED SURVEY CONTROL
 MK1969
 MK1969  NAD 83(1986)-  41 32 24.70735(N)    096 08 07.50035(W) AD(       ) 4
 MK1969  NAD 27      -  41 32 24.72200(N)    096 08 06.45100(W) AD(       ) 3
 MK1969
 MK1969.Superseded values are not recommended for survey control.
 MK1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1969.See file dsdata.txt to determine how the superseded data were derived.
 MK1969
 MK1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3895002690(NAD 83)
 MK1969_MARKER: 87 = DOME
 MK1969
 MK1969  HISTORY     - Date     Condition        Report By
 MK1969  HISTORY     - 1934     FIRST OBSERVED   CGS
 MK1969  HISTORY     - 1947     GOOD             CGS
 MK1969  HISTORY     - 1961     GOOD             CGS
 MK1969  HISTORY     - 20040603 GOOD             USPSQD
 MK1969
 MK1969                          STATION DESCRIPTION
 MK1969
 MK1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1969'STATION IS LOCATED IN THE SOUTH PART OF THE CITY OF BLAIR, THREE
 MK1969'BLOCKS SOUTH AND ONE BLOCK EAST OF THE BUSINESS SECTION OF
 MK1969'THE CITY.  THE BUILDING IS OF RED BRICK WITH A METAL DOME
 MK1969'ON THE TOP, SILVER IN COLOR.  ON THE TOP OF THE DOME IS A FOUR
 MK1969'FOOT STEEL ROD TOPPED WITH A ROUND METAL DISC.  THE TOTAL
 MK1969'HEIGHT OF THE STRUCTURE IS ABOUT 175 FEET.
 MK1969'
 MK1969'THE POINT INTERSECTED WAS THE METAL DISC AS DESCRIBED ABOVE.
 MK1969'
 MK1969'STATION MAY BE REACHED FROM THE POST OFFICE IN BLAIR BY GOING
 MK1969'SOUTH ON WALKER AVE. FOR 0.2 MILE TO COURT HOUSE ON THE
 MK1969'LEFT IN THE CENTER OF THE BLOCK.
 MK1969'
 MK1969'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1934.
 MK1969
 MK1969                          STATION RECOVERY (1961)
 MK1969
 MK1969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MK1969'THE STATION IS THE DOME, OCTAGON IN SHAPE, ON TOP OF THE
 MK1969'WASHINGTON COUNTY COURTHOUSE.  THE COURTHOUSE IS IN A BAD NEED
 MK1969'OF REPAIR.
 MK1969
 MK1969                          STATION RECOVERY (2004)
 MK1969
 MK1969'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1969'STATION FOUND GOOD. WALKER AVENUE DESCRIBED IN THE 1947 DESCRIPTION IS
 MK1969'NOW 16TH STREET. THE WASHINGTON COUNTY COURT HOUSE IS NORTH OF SOUTH
 MK1969'STREET, SOUTH OF COLFAX STREET, EAST OF 16TH STREET, AND WEST OF 15TH
 MK1969'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0528 ***********************************************************************
 LG0528  DESIGNATION -  BLAST
 LG0528  PID         -  LG0528
 LG0528  STATE/COUNTY-  NE/SEWARD
 LG0528  USGS QUAD   -  STAPLEHURST (1964)
 LG0528
 LG0528                         *CURRENT SURVEY CONTROL
 LG0528  ___________________________________________________________________
 LG0528* NAD 83(1995)-  40 55 32.84192(N)    097 11 12.35919(W)     ADJUSTED  
 LG0528* NAVD 88     -       471.737  (meters)    1547.69   (feet)  ADJUSTED  
 LG0528  ___________________________________________________________________
 LG0528  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 LG0528  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 LG0528  DYNAMIC HT  -         471.493 (meters)    1546.89  (feet)  COMP
 LG0528  MODELED GRAV-     980,092.3   (mgal)                       NAVD 88
 LG0528
 LG0528  HORZ ORDER  -  SECOND
 LG0528  VERT ORDER  -  SECOND    CLASS 0
 LG0528
 LG0528.The horizontal coordinates were established by classical geodetic methods
 LG0528.and adjusted by the National Geodetic Survey in August 1997..
 LG0528
 LG0528.The orthometric height was determined by differential leveling
 LG0528.and adjusted by the National Geodetic Survey in June 1991..
 LG0528
 LG0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0528
 LG0528.The geoid height was determined by GEOID03.
 LG0528
 LG0528.The dynamic height is computed by dividing the NAVD 88
 LG0528.geopotential number by the normal gravity value computed on the
 LG0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0528.degrees latitude (g = 980.6199 gals.).
 LG0528
 LG0528.The modeled gravity was interpolated from observed gravity values.
 LG0528
 LG0528;                    North         East     Units Scale Factor Converg.
 LG0528;SPC NE       -   125,145.701   736,846.565   MT  0.99970949   +1 51 51.6
 LG0528;UTM  14      - 4,532,101.847   652,670.295   MT  0.99988688   +1 11 17.0
 LG0528
 LG0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0528!SPC NE       -   0.99993020  x   0.99970949  =   0.99963971
 LG0528!UTM  14      -   0.99993020  x   0.99988688  =   0.99981709
 LG0528
 LG0528:                Primary Azimuth Mark                     Grid Az
 LG0528:SPC NE       -  STAPLEHURST MUNICIPAL TANK               006 35 15.8
 LG0528:UTM  14      -  STAPLEHURST MUNICIPAL TANK               007 15 50.4
 LG0528
 LG0528|---------------------------------------------------------------------|
 LG0528| PID    Reference Object                     Distance      Geod. Az  |
 LG0528|                                                           dddmmss.s |
 LG0528| LG0771 STAPLEHURST MUNICIPAL TANK          APPROX. 5.4 KM 0082707.4 |
 LG0528| LG0529 BLAST RM 1                           12.870 METERS 09241     |
 LG0528| LG0756 SEWARD MUNICIPAL TANK               APPROX. 7.5 KM 1042454.7 |
 LG0528| LG0760 SEWARD COUNTY CTHSE CUPOLA          APPROX. 7.7 KM 1052141.3 |
 LG0528| LG0524 SOUND                               APPROX. 1.2 KM 1534106.8 |
 LG0528| LG0768 GOEHNER TV STATION KOLN MAST        APPROX.13.7 KM 1780558.1 |
 LG0528| CN7904 BLAST AZ MK                                        2400802.6 |
 LG0528| LG0527 BLAST RM 2                            8.402 METERS 26640     |
 LG0528|---------------------------------------------------------------------|
 LG0528
 LG0528                          SUPERSEDED SURVEY CONTROL
 LG0528
 LG0528  NAD 83(1986)-  40 55 32.85082(N)    097 11 12.35864(W) AD(       ) 2
 LG0528  NGVD 29 (??/??/92)  471.560  (m)         1547.11   (f) ADJ UNCH    2 0
 LG0528
 LG0528.Superseded values are not recommended for survey control.
 LG0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0528.See file dsdata.txt to determine how the superseded data were derived.
 LG0528
 LG0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5267032102(NAD 83)
 LG0528_MARKER: DS = TRIANGULATION STATION DISK
 LG0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0528_STAMPING: BLAST 1961
 LG0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0528+STABILITY: SURFACE MOTION
 LG0528
 LG0528  HISTORY     - Date     Condition        Report By
 LG0528  HISTORY     - 1961     MONUMENTED       CGS
 LG0528
 LG0528                          STATION DESCRIPTION
 LG0528
 LG0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0528'6.9 MI NW FROM SEWARD.
 LG0528'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0528'FROM THE STATION AT SEWARD, THENCE 4.35 MILES WEST ALONG U.S.
 LG0528'HIGHWAY 34 AND STATE HIGHWAY 2, THENCE 1.9 MILES NORTH ALONG A
 LG0528'PAVED ROAD LEADING TO THE MISSILE SITE, THENCE 0.6 MILE WEST
 LG0528'ALONG THE MISSILE ROAD, THENCE 0.2 MILE SOUTH THROUGH THE GUARD
 LG0528'GATE TO THE SOUTH SIDE OF THE SITE, 2.5 FEET NORTH OF A FENCE,
 LG0528'2.9 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN
 LG0528'TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0529 ***********************************************************************
 LG0529  DESIGNATION -  BLAST RM 1
 LG0529  PID         -  LG0529
 LG0529  STATE/COUNTY-  NE/SEWARD
 LG0529  USGS QUAD   -  STAPLEHURST (1964)
 LG0529
 LG0529                         *CURRENT SURVEY CONTROL
 LG0529  ___________________________________________________________________
 LG0529* NAD 83(1986)-  40 55 35.     (N)    097 11 20.     (W)     SCALED    
 LG0529* NAVD 88     -       471.795  (meters)    1547.88   (feet)  ADJUSTED  
 LG0529  ___________________________________________________________________
 LG0529  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 LG0529  DYNAMIC HT  -         471.551 (meters)    1547.08  (feet)  COMP
 LG0529  MODELED GRAV-     980,092.5   (mgal)                       NAVD 88
 LG0529
 LG0529  VERT ORDER  -  SECOND    CLASS 0
 LG0529
 LG0529.The horizontal coordinates were scaled from a topographic map and have
 LG0529.an estimated accuracy of +/- 6 seconds.
 LG0529
 LG0529.The orthometric height was determined by differential leveling
 LG0529.and adjusted by the National Geodetic Survey in June 1991..
 LG0529
 LG0529.The geoid height was determined by GEOID03.
 LG0529
 LG0529.The dynamic height is computed by dividing the NAVD 88
 LG0529.geopotential number by the normal gravity value computed on the
 LG0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0529.degrees latitude (g = 980.6199 gals.).
 LG0529
 LG0529.The modeled gravity was interpolated from observed gravity values.
 LG0529
 LG0529;                    North         East    Units  Estimated Accuracy
 LG0529;SPC NE       -   125,210.      736,670.      MT  (+/- 180 meters Scaled)
 LG0529
 LG0529                          SUPERSEDED SURVEY CONTROL
 LG0529
 LG0529  NGVD 29 (??/??/92)  471.618  (m)         1547.30   (f) ADJ UNCH    2 0
 LG0529
 LG0529.Superseded values are not recommended for survey control.
 LG0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0529.See file dsdata.txt to determine how the superseded data were derived.
 LG0529
 LG0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL524321(NAD 83)
 LG0529_MARKER: DR = REFERENCE MARK DISK
 LG0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0529_STAMPING: BLAST NO 1 1961
 LG0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0529+STABILITY: SURFACE MOTION
 LG0529
 LG0529  HISTORY     - Date     Condition        Report By
 LG0529  HISTORY     - 1961     MONUMENTED       CGS
 LG0529
 LG0529                          STATION DESCRIPTION
 LG0529
 LG0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0529'6.9 MI NW FROM SEWARD.
 LG0529'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0529'FROM THE STATION AT SEWARD, THENCE 4.35 MILES ALONG U.S. HIGHWAY
 LG0529'34 AND STATE HIGHWAY 2, THENCE 1.9 MILES NORTH ALONG A PAVED
 LG0529'ROAD LEADING TO MISSILE SITE, THENCE 0.6 MILE WEST ALONG THE
 LG0529'SITE ROAD, THENCE 0.2 MILE SOUTH THROUGH THE GUARD GATE TO THE
 LG0529'SOUTH SIDE OF THE SITE, 42.23 FEET EAST OF THE STATION, 2 FEET
 LG0529'SOUTHWEST OF A TELEPHONE POLE, 1.7 FEET NORTHWEST OF A FENCE
 LG0529'CORNER, 1 FOOT NORTH OF A FENCE, SET IN TOP OF A SQUARE CONCRETE
 LG0529'POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0527 ***********************************************************************
 LG0527  DESIGNATION -  BLAST RM 2
 LG0527  PID         -  LG0527
 LG0527  STATE/COUNTY-  NE/SEWARD
 LG0527  USGS QUAD   -  STAPLEHURST (1964)
 LG0527
 LG0527                         *CURRENT SURVEY CONTROL
 LG0527  ___________________________________________________________________
 LG0527* NAD 83(1986)-  40 55 35.     (N)    097 11 20.     (W)     SCALED    
 LG0527* NAVD 88     -       471.847  (meters)    1548.05   (feet)  ADJUSTED  
 LG0527  ___________________________________________________________________
 LG0527  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 LG0527  DYNAMIC HT  -         471.603 (meters)    1547.25  (feet)  COMP
 LG0527  MODELED GRAV-     980,092.5   (mgal)                       NAVD 88
 LG0527
 LG0527  VERT ORDER  -  SECOND    CLASS 0
 LG0527
 LG0527.The horizontal coordinates were scaled from a topographic map and have
 LG0527.an estimated accuracy of +/- 6 seconds.
 LG0527
 LG0527.The orthometric height was determined by differential leveling
 LG0527.and adjusted by the National Geodetic Survey in June 1991..
 LG0527
 LG0527.The geoid height was determined by GEOID03.
 LG0527
 LG0527.The dynamic height is computed by dividing the NAVD 88
 LG0527.geopotential number by the normal gravity value computed on the
 LG0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0527.degrees latitude (g = 980.6199 gals.).
 LG0527
 LG0527.The modeled gravity was interpolated from observed gravity values.
 LG0527
 LG0527;                    North         East    Units  Estimated Accuracy
 LG0527;SPC NE       -   125,210.      736,670.      MT  (+/- 180 meters Scaled)
 LG0527
 LG0527                          SUPERSEDED SURVEY CONTROL
 LG0527
 LG0527  NGVD 29 (??/??/92)  471.670  (m)         1547.47   (f) ADJ UNCH    2 0
 LG0527
 LG0527.Superseded values are not recommended for survey control.
 LG0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0527.See file dsdata.txt to determine how the superseded data were derived.
 LG0527
 LG0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL524321(NAD 83)
 LG0527_MARKER: DR = REFERENCE MARK DISK
 LG0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0527_STAMPING: BLAST NO 2 1961
 LG0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0527+STABILITY: SURFACE MOTION
 LG0527
 LG0527  HISTORY     - Date     Condition        Report By
 LG0527  HISTORY     - 1961     MONUMENTED       CGS
 LG0527
 LG0527                          STATION DESCRIPTION
 LG0527
 LG0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0527'6.9 MI NW FROM SEWARD.
 LG0527'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0527'FROM THE STATION AT SEWARD, THENCE 4.35 MILES WEST ALONG U.S.
 LG0527'HIGHWAY 34 AND STATE HIGHWAY 2, THENCE 1.9 MILES NORTH ALONG
 LG0527'A PAVED ROAD LEADING TO THE MISSILE SITE, THENCE 0.6 MILE WEST
 LG0527'ALONG THE MISSILE ROAD, THENCE 0.2 MILE SOUTH THROUGH THE GUARD
 LG0527'GATE TO THE SOUTH SIDE OF THE SITE, 27.6 FEET WEST OF THE STATION,
 LG0527'0.7 FOOT NORTH OF A FENCE, SET IN TOP OF A SQUARE CONCRETE POST
 LG0527'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0679 ***********************************************************************
 NN0679  DESIGNATION -  BLISS
 NN0679  PID         -  NN0679
 NN0679  STATE/COUNTY-  NE/HOLT
 NN0679  USGS QUAD   -  CHAMBERS EAST (1986)
 NN0679
 NN0679                         *CURRENT SURVEY CONTROL
 NN0679  ___________________________________________________________________
 NN0679* NAD 83(1995)-  42 08 47.84932(N)    098 39 01.24217(W)     ADJUSTED  
 NN0679* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 NN0679  ___________________________________________________________________
 NN0679  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 NN0679  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 NN0679
 NN0679  HORZ ORDER  -  SECOND
 NN0679
 NN0679.The horizontal coordinates were established by classical geodetic methods
 NN0679.and adjusted by the National Geodetic Survey in August 1997..
 NN0679
 NN0679.The orthometric height was scaled from a topographic map.
 NN0679
 NN0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0679
 NN0679.The geoid height was determined by GEOID03.
 NN0679
 NN0679;                    North         East     Units Scale Factor Converg.
 NN0679;SPC NE       -   257,710.053   611,527.225   MT  0.99972108   +0 53 39.9
 NN0679;UTM  14      - 4,666,115.174   528,891.037   MT  0.99961027   +0 14 04.7
 NN0679
 NN0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0679!SPC NE       -   0.99990462  x   0.99972108  =   0.99962572
 NN0679!UTM  14      -   0.99990462  x   0.99961027  =   0.99951492
 NN0679
 NN0679|---------------------------------------------------------------------|
 NN0679| PID    Reference Object                     Distance      Geod. Az  |
 NN0679|                                                           dddmmss.s |
 NN0679| CO2258 BLISS RM 2                           32.455 METERS 26408     |
 NN0679| CO2256 BLISS AZ MK                                        3543446.3 |
 NN0679| CO2257 BLISS RM 1                           25.220 METERS 35744     |
 NN0679|---------------------------------------------------------------------|
 NN0679
 NN0679                          SUPERSEDED SURVEY CONTROL
 NN0679
 NN0679  NAD 83(1986)-  42 08 47.85294(N)    098 39 01.24929(W) AD(       ) 2
 NN0679  NAD 27      -  42 08 47.83400(N)    098 38 59.94200(W) AD(       ) 2
 NN0679
 NN0679.Superseded values are not recommended for survey control.
 NN0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0679.See file dsdata.txt to determine how the superseded data were derived.
 NN0679
 NN0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2889166115(NAD 83)
 NN0679_MARKER: DS = TRIANGULATION STATION DISK
 NN0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0679
 NN0679  HISTORY     - Date     Condition        Report By
 NN0679  HISTORY     - 1949     MONUMENTED       CGS
 NN0679
 NN0679                          STATION DESCRIPTION
 NN0679
 NN0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0679'THE STATION IS LOCATED ABOUT 5.0 MILES EAST AND 4.0 MILES
 NN0679'SOUTH OF CHAMBERS AND ABOUT 2.0 MILES NORTH OF THE OLD BLISS
 NN0679'POST OFFICE ALONG THE RIGHT-OF-WAY OF A SECTION-LINE ROAD.
 NN0679'IT IS ABOUT 75 YARDS EAST OF THE CENTER OF U.S. HIGHWAY NO.
 NN0679'281, 34.0 FEET SOUTH OF THE CENTER OF A SECTION-LINE ROAD,
 NN0679'AND 13.0 FEET NORTH-NORTHEAST OF A WITNESS POST, AND 12.0
 NN0679'FEET NORTH OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED
 NN0679'BLISS 1949.
 NN0679'
 NN0679'REFERENCE MARK NO. 1 IS 48.0 FEET NORTH OF THE CENTER OF
 NN0679'A SECTION-LINE ROAD AND 1.5 FEET SOUTH OF A FENCE.  IT PROJECTS
 NN0679'4 INCHES AND IS STAMPED BLISS NO 1 1949.
 NN0679'
 NN0679'REFERENCE MARK NO. 2 IS 52.5 FEET SOUTH OF THE CENTER OF A
 NN0679'SECTION-LINE ROAD AND 0.6 OF A FOOT NORTH OF A FENCE.  IT
 NN0679'PROJECTS 4 INCHES AND IS STAMPED BLISS NO 2 1949.
 NN0679'
 NN0679'THE AZIMUTH MARK IS 33.4 FEET EAST OF THE CENTER OF U.S.
 NN0679'HIGHWAY NO. 281, 4.7 FEET SOUTH OF A WITNESS POST AND 0.6
 NN0679'OF A FOOT EAST OF A FENCE.  IT PROJECTS 3 INCHES AND IS
 NN0679'STAMPED BLISS 1949.
 NN0679'
 NN0679'TO REACH THE STATION FROM CUMMINSVILLE, FROM THE JUNCTION
 NN0679'OF U.S. HIGHWAY NO. 281 AND STATE ROUTE NO. 53 AT THE BEAVER
 NN0679'VALLEY STORE AND BUS STATION, GO NORTHWEST ON U.S. HIGHWAY
 NN0679'NO. 281 FOR 13.3 MILES TO A CROSSROAD, TURN RIGHT ON TRAIL
 NN0679'ROAD FOR ABOUT 75 YARDS AND THE STATION ON THE RIGHT AS
 NN0679'DESCRIBED.
 NN0679'
 NN0679'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON TRAIL
 NN0679'ROAD FOR ABOUT 75 YARDS TO U.S. HIGHWAY NO. 281, TURN RIGHT
 NN0679'ON U.S. HIGHWAY NO. 281 FOR 0.35 OF A MILE AND THE AZIMUTH
 NN0679'MARK ON THE RIGHT AS DESCRIBED.
 NN0679'
 NN0679'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 37 FEET.
 NN0679'
 NN0679'A 47 FOOT SIGNAL AT STATION MC CLURE 1900 IS VISIBLE AT 50 FEET.
 NN0679'
 NN0679'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0368 ***********************************************************************
 MM0368  DESIGNATION -  BLIXT
 MM0368  PID         -  MM0368
 MM0368  STATE/COUNTY-  NE/CUSTER
 MM0368  USGS QUAD   -  ROTEN VALLEY NORTH (1972)
 MM0368
 MM0368                         *CURRENT SURVEY CONTROL
 MM0368  ___________________________________________________________________
 MM0368* NAD 83(1995)-  41 13 04.05622(N)    100 06 09.51351(W)     ADJUSTED  
 MM0368* NAVD 88     -       937.     (meters)    3074.     (feet)  SCALED    
 MM0368  ___________________________________________________________________
 MM0368  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 MM0368  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 MM0368
 MM0368  HORZ ORDER  -  FIRST
 MM0368
 MM0368.The horizontal coordinates were established by classical geodetic methods
 MM0368.and adjusted by the National Geodetic Survey in August 1997..
 MM0368
 MM0368.The orthometric height was scaled from a topographic map.
 MM0368
 MM0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0368
 MM0368.The geoid height was determined by GEOID03.
 MM0368
 MM0368;                    North         East     Units Scale Factor Converg.
 MM0368;SPC NE       -   153,715.623   491,395.464   MT  0.99967117   -0 04 04.9
 MM0368;UTM  14      - 4,563,520.728   407,571.228   MT  0.99970514   -0 43 35.8
 MM0368
 MM0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0368!SPC NE       -   0.99985652  x   0.99967117  =   0.99952773
 MM0368!UTM  14      -   0.99985652  x   0.99970514  =   0.99956170
 MM0368
 MM0368|---------------------------------------------------------------------|
 MM0368| PID    Reference Object                     Distance      Geod. Az  |
 MM0368|                                                           dddmmss.s |
 MM0368| CN7905 BLIXT RM 1                           45.700 METERS 13140     |
 MM0368| CN7906 BLIXT RM 2                           20.711 METERS 23122     |
 MM0368| CN7907 BLIXT RM 3 AZIMUTH                                 3533658.2 |
 MM0368|---------------------------------------------------------------------|
 MM0368
 MM0368                          SUPERSEDED SURVEY CONTROL
 MM0368
 MM0368  NAD 83(1986)-  41 13 04.06296(N)    100 06 09.51959(W) AD(       ) 1
 MM0368  NAD 27      -  41 13 04.04469(N)    100 06 08.06961(W) AD(       ) 1
 MM0368
 MM0368.Superseded values are not recommended for survey control.
 MM0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0368.See file dsdata.txt to determine how the superseded data were derived.
 MM0368
 MM0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0757163521(NAD 83)
 MM0368_MARKER: DS = TRIANGULATION STATION DISK
 MM0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0368
 MM0368  HISTORY     - Date     Condition        Report By
 MM0368  HISTORY     - 1933     MONUMENTED       CGS
 MM0368  HISTORY     - 1934     GOOD             CGS
 MM0368  HISTORY     - 1951     GOOD             CGS
 MM0368  HISTORY     - 1962     GOOD             CGS
 MM0368
 MM0368                          STATION DESCRIPTION
 MM0368
 MM0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0368'ABOUT 11 MILES SOUTHWEST OF CALLAWAY, IN NORTHEAST QUARTER
 MM0368'SEC. 6, T. 14 N., R. 24 W., IN PASTURE OWNED BY ELOF E. BLIXT WHO
 MM0368'LIVES 1 MILE WEST.
 MM0368'
 MM0368'REACHED FROM CALLAWAY VIA STATE HIGHWAY 40 WEST 11.3 MILES TO
 MM0368'A SANDY ROAD LEADING SOUTH.  FOLLOW THIS ROAD SOUTH 3.0 MILES,
 MM0368'THENCE LEFT 100 YARDS, AND RIGHT (SOUTH) 0.15 MILE.  STATION
 MM0368'WILL BE 100 YARDS WEST OF ROAD ON HIGHEST POINT OF KNOLL AND
 MM0368'JUST NORTH OF HEAD OF A DEEP RAVINE.  TRUCK TO STATION.
 MM0368'
 MM0368'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION ALONG RIDGE EAST OF
 MM0368'RAVINE.
 MM0368'
 MM0368'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION IN SAME PASTURE.
 MM0368'
 MM0368'REFERENCE MARK NO. 3, AZIMUTH MARK, IS NORTH OF STATION IN
 MM0368'FENCE LINE EAST OF NORTH-SOUTH ROAD WHICH LEADS TO STATION, AT
 MM0368'POINT WHERE IT CROSSES OVER RIDGE.
 MM0368'
 MM0368'ALL MARKS PROJECT 4 INCHES ABOVE GROUND.
 MM0368
 MM0368                          STATION RECOVERY (1934)
 MM0368
 MM0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0368'THIS IS AN OLD UNITED STATES COAST AND GEODETIC SURVEY STATION.
 MM0368'IT IS LOCATED ABOUT 11 MILES SOUTHWEST OF CALLAWAY IN THE NORTHEAST
 MM0368'QUARTER OF SEC. 6, T. 14 N., R. 24 W., IN PASTURE LAND OWNED
 MM0368'BY ELOF E. BLIXT WHO LIVES 1 MILE WEST.  MARKS WERE FOUND IN
 MM0368'VERY GOOD CONDITION, AND ORIGINAL DESCRIPTION AS TO LOCATION
 MM0368'AND HOW TO REACH IS ADEQUATE.  REFERENCE MARK MEASUREMENTS
 MM0368'WERE CHECKED AND FOUND CORRECT.
 MM0368'
 MM0368'REFERENCE MARK NO. 1 IS SET 8 FEET EAST OF EAST EDGE OF RAVINE,
 MM0368'HEAD OF WHICH IS 25 FEET SOUTH OF STATION MARK.
 MM0368'
 MM0368'REFERENCE MARK NO. 2 IS SET 14 FEET NORTH-NORTHWEST OF
 MM0368'NORTH-NORTHWEST EDGE OF RAVINE SOUTH OF STATION.
 MM0368'
 MM0368'AZIMUTH MARK IS 0.35 MILE NORTH OF STATION, SET IN NORTH-SOUTH
 MM0368'FENCE LINE AT WEST EDGE OF PASTURE LAND, 30 FEET EAST OF CENTERLINE
 MM0368'OF ROAD.
 MM0368
 MM0368                          STATION RECOVERY (1951)
 MM0368
 MM0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0368'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 MM0368'REFERENCE MARK NO. 3 (AZIMUTH MARK) WERE RECOVERED AND ARE IN
 MM0368'GOOD CONDITION.
 MM0368'
 MM0368'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 MM0368'
 MM0368'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF CALLAWAY
 MM0368'AND 20 MILES NORTH OF GOTHENBURG.  IT IS ABOUT 100 YARDS WEST OF
 MM0368'A NORTH-SOUTH DIRT ROAD, ON THE HIGHEST POINT OF A GRASS
 MM0368'COVERED KNOLL AND JUST NORTH OF THE NORTH END OF A DEEP RAVINE.
 MM0368'IT IS ON LAND OWNED BY MR. ELOF E. BLIXT.  IT IS STAMPED BLIXT
 MM0368'1933 AND PROJECTS 3 INCHES.
 MM0368'
 MM0368'REFERENCE MARK NO. 1 IS ON ABOUT THE SAME ELEVATION AS THE STATION
 MM0368'AND IS 15 FEET EAST OF THE EAST SIDE OF A DEEP RAVINE.  IT IS
 MM0368'STAMPED BLIXT NO 1 1933 AND PROJECTS 3 INCHES.
 MM0368'
 MM0368'REFERENCE MARK NO. 2 IS ABOUT THREE FEET LOWER IN ELEVATION THAN
 MM0368'THE STATION AND 14 FEET NORTH-NORTHWEST OF THE NORTH END OF A
 MM0368'DEEP RAVINE.  IT IS STAMPED BLIXT NO 2 1933 AND PROJECTS
 MM0368'3 INCHES.
 MM0368'
 MM0368'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS LOCATED IN A NORTH-SOUTH
 MM0368'FENCE LINE AND 30 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 MM0368'DIRT ROAD.  IT IS STAMPED BLIXT NO 3 1933 AND IS SET FLUSH.
 MM0368'
 MM0368'TO REACH THE STATION FROM THE POST OFFICE IN GOTHENBURG, GO
 MM0368'NORTHERLY ON STATE HIGHWAY 47 FOR 8.25 MILES TO A T ROAD
 MM0368'INTERSECTION.  TURN LEFT AND GO WEST AND NORTH ON STATE
 MM0368'HIGHWAY 47 FOR 7.55 MILES TO A T ROAD INTERSECTION, TURN LEFT AND
 MM0368'GO WEST AND NORTH ON STATE HIGHWAY 47 FOR 2.55 MILES TO A FORK.
 MM0368'TAKE THE RIGHT FORK AND CONTINUE NORTH ON STATE HIGHWAY 47 FOR
 MM0368'2.5 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO EAST ON A DIRT
 MM0368'ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON
 MM0368'A DIRT ROAD FOR 1.5 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO
 MM0368'EASTERLY ON A DIRT ROAD FOR 1.8 MILES TO THE S L RANCH ON
 MM0368'THE LEFT, ELOF E. BLIXT PAINTED ON THE SOUTH SIDE OF THE
 MM0368'BARN, CONTINUE EASTERLY FOR 1.1 MILES TO A T ROAD LEFT
 MM0368'(TURN LEFT AND GO NORTH FOR 0.2 MILE TO THE AZIMUTH MARK
 MM0368'ON THE RIGHT AS DESCRIBED).  CONTINUE EASTERLY FOR 0.1
 MM0368'MILE TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHEAST FOR
 MM0368'ABOUT 50 YARDS TO A WIRE GATE ON THE RIGHT.  PASS THROUGH
 MM0368'THE GATE AND GO SOUTHWEST ACROSS HAY FIELD FOR 0.15 MILE TO THE
 MM0368'TOP OF THE KNOLL AND THE STATION AS DESCRIBED.
 MM0368
 MM0368                          STATION RECOVERY (1962)
 MM0368
 MM0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 MM0368'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 MM0368'CONDITION.  AN ALTERNATE TO REACH FOLLOWS.
 MM0368'
 MM0368'TO REACH THE STATION FROM THE POST OFFICE IN CALLAWAY, GO
 MM0368'WESTERLY ON STATE HIGHWAY NO. 40 FOR 8.1 MILES TO A Y INTERSECTION.
 MM0368'CONTINUE ON STATE HIGHWAY NO. 40 FOR 3.25 MILES TO A SIGN ON THE
 MM0368'RIGHT SHETLAND PONIES AND A DIRT SIDE ROAD LEADING SOUTH.  TURN
 MM0368'LEFT AND GO SOUTH, WEST, AND SOUTH ON A DIRT ROAD FOR 3.0
 MM0368'MILES TO A T INTERSECTION.  TURN LEFT AND GO EASTERLY FOR 0.8
 MM0368'MILE TO THE SL RANCH ON THE LEFT.  CONTINUE EASTERLY ON A DIRT
 MM0368'ROAD FOR 1.1 MILE TO A FORK IN THE ROAD.  TAKE THE RIGHT FORK
 MM0368'AND GO .05 MILE TO A GATE ON THE RIGHT.  GO THROUGH THE GATE AND
 MM0368'GO SOUTHWEST ACROSS THE FIELD FOR 0.15 MILE TO THE TOP OF THE
 MM0368'KNOLL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1056 ***********************************************************************
 LG1056  DESIGNATION -  BLOODY
 LG1056  PID         -  LG1056
 LG1056  STATE/COUNTY-  NE/GAGE
 LG1056  USGS QUAD   -  WYMORE NE (1970)
 LG1056
 LG1056                         *CURRENT SURVEY CONTROL
 LG1056  ___________________________________________________________________
 LG1056* NAD 83(1995)-  40 11 21.94442(N)    096 32 22.11736(W)     ADJUSTED  
 LG1056* NAVD 88     -       447.     (meters)    1467.     (feet)  SCALED    
 LG1056  ___________________________________________________________________
 LG1056  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LG1056  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 LG1056
 LG1056  HORZ ORDER  -  FIRST
 LG1056
 LG1056.The horizontal coordinates were established by classical geodetic methods
 LG1056.and adjusted by the National Geodetic Survey in August 1997..
 LG1056
 LG1056.The orthometric height was scaled from a topographic map.
 LG1056
 LG1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1056
 LG1056.The geoid height was determined by GEOID03.
 LG1056
 LG1056;                    North         East     Units Scale Factor Converg.
 LG1056;SPC NE       -    45,435.134   794,586.894   MT  0.99991974   +2 17 35.8
 LG1056;UTM  14      - 4,451,685.632   709,458.872   MT  1.00014011   +1 35 18.2
 LG1056
 LG1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1056!SPC NE       -   0.99993417  x   0.99991974  =   0.99985391
 LG1056!UTM  14      -   0.99993417  x   1.00014011  =   1.00007427
 LG1056
 LG1056|---------------------------------------------------------------------|
 LG1056| PID    Reference Object                     Distance      Geod. Az  |
 LG1056|                                                           dddmmss.s |
 LG1056| CL6913 BLOODY RM 1                          17.016 METERS 00056     |
 LG1056| CL6912 BLOODY AZ MK                                       0010543.7 |
 LG1056| LG1029 VIRGINIA FIRST CHRISTIAN CH         APPROX. 7.3 KM 0301738.3 |
 LG1056| CL6914 BLOODY RM 2                          20.719 METERS 09210     |
 LG1056| LG1026 LIBERTY MUNICIPAL TANK              APPROX.12.2 KM 1555610.0 |
 LG1056| LG1069 WYMORE MUNICIPAL TANK               APPROX.12.7 KM 2370624.3 |
 LG1056|---------------------------------------------------------------------|
 LG1056
 LG1056                          SUPERSEDED SURVEY CONTROL
 LG1056
 LG1056  NAD 83(1986)-  40 11 21.95178(N)    096 32 22.11302(W) AD(       ) 1
 LG1056  NAD 27      -  40 11 21.95300(N)    096 32 21.04300(W) AD(       ) 1
 LG1056
 LG1056.Superseded values are not recommended for survey control.
 LG1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1056.See file dsdata.txt to determine how the superseded data were derived.
 LG1056
 LG1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0945951686(NAD 83)
 LG1056_MARKER: DS = TRIANGULATION STATION DISK
 LG1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1056
 LG1056  HISTORY     - Date     Condition        Report By
 LG1056  HISTORY     - 1947     MONUMENTED       CGS
 LG1056  HISTORY     - 1969     GOOD             CGS
 LG1056
 LG1056                          STATION DESCRIPTION
 LG1056
 LG1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1056'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF BEATRICE, 8.5
 LG1056'MILES NORTHEAST OF WYMORE AND 4.5 MILES SOUTH-SOUTHWEST OF VIRGINIA,
 LG1056'IN THE SOUTHWEST ANGLE OF A CROSSROADS.  IT IS 35 FEET WEST OF THE
 LG1056'CENTER OF A NORTH-SOUTH GRAVELED ROAD, 88 FEET SOUTH OF THE CENTER
 LG1056'OF AN EAST-WEST DIRT ROAD, 10 FEET EAST OF A NORTH-SOUTH
 LG1056'HEDGE ROW AND 5 FEET SOUTHEAST OF A 4-INCH SQUARE WHITE WOODEN
 LG1056'WITNESS POST PROJECTING 1 FOOT.  IT IS STAMPED BLOODY 1947 AND
 LG1056'PROJECTS 4 INCHES.
 LG1056'
 LG1056'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF AN EAST-WEST DIRT ROAD, 35
 LG1056'FEET WEST OF A NORTH-SOUTH GRAVELED ROAD, 2 FEET SOUTHEAST OF A
 LG1056'FENCE CORNER AND 3.5 FEET SOUTH OF A TELEPHONE POLE WITH A TRIANGLE
 LG1056'BLAZE ON THE NORTHEAST SIDE.  IT IS STAMPED BLOODY NO 1 1947
 LG1056'AND PROJECTS 6 INCHES.
 LG1056'
 LG1056'REFERENCE MARK NO. 2 IS 32 FEET EAST OF THE CENTER OF A
 LG1056'NORTH-SOUTH GRAVELED ROAD, 89 FEET SOUTH OF THE CENTER OF AN
 LG1056'EAST-WEST DIRT ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 LG1056'IT IS STAMPED BLOODY NO 2 1947 AND PROJECTS 6 INCHES.
 LG1056'
 LG1056'THE AZIMUTH MARK IS AT THE SUMMIT OF A SMALL GRADE, ON THE
 LG1056'RIGHT-OF-WAY AND 31.5 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LG1056'GRAVELED ROAD, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND 2 FEET
 LG1056'SOUTHEAST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING
 LG1056'2 FEET.  IT IS STAMPED BLOODY 1947 AND PROJECTS 6 INCHES.
 LG1056'
 LG1056'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTIONS
 LG1056'OF U.S. HIGHWAY 77 AND STATE HIGHWAYS 3 AND 4 IN BEATRICE, GO EAST
 LG1056'ON STATE HIGHWAYS 3 AND 4 FOR 8.25 MILES.  TURN RIGHT ON STATE
 LG1056'HIGHWAY 4/STATE HIGHWAY 3 TURNS LEFT) AND GO 1.0 MILE TO WHERE
 LG1056'STATE HIGHWAY 4 TURNS EAST, KEEP STRAIGHT AHEAD AND GO 3 MILES TO
 LG1056'A CROSSROAD, TURN LEFT, EAST, AND GO 3 MILES TO A CROSSROAD.
 LG1056'TURN SOUTH, RIGHT, AND GO 0.4 MILES TO THE AZIMUTH MARK ON THE
 LG1056'LEFT.  CONTINUE SOUTH FOR 0.6 MILE TO THE STATION ON THE RIGHT
 LG1056'AS DESCRIBED.
 LG1056'
 LG1056'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1056'
 LG1056'A 74 FOOT SIGNAL AT VIRGINA IS V.G.
 LG1056'
 LG1056'A 74 FOOT SIGNAL AT BURCHARD IS VISIBLE AT 20 FEET.
 LG1056'
 LG1056'A 74 FOOT SIGNAL AT SUMMERFIELD IS V.G.
 LG1056'
 LG1056'AT 74 FOOT SIGNAL AT MALICKY IS V.G.
 LG1056'
 LG1056'A 74 FOOT SIGNAL AT ODELL IS VISIBLE AT 20 FEET.
 LG1056'
 LG1056'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 20 FEET.
 LG1056'
 LG1056'A 74 FOOT SIGNAL AT HUNT IS VISIBLE AT 20 FEET.
 LG1056'
 LG1056'A 74 FOOT SIGNAL AT BEAR IS VISIBLE AT 20 FEET.
 LG1056
 LG1056                          STATION RECOVERY (1969)
 LG1056
 LG1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1056'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LG1056'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 LG1056'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 LG1056'ADEQUATE FOR RECOVERY.
 LG1056'
 LG1056'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 LG1056'
 LG1056'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 LG1056'
 LG1056'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77, 136 AND
 LG1056'STATE HIGHWAY 4 IN BEATRICE, GO EAST ON U.S. HIGHWAY 136 AND STATE
 LG1056'HIGHWAY 4 FOR 8.2 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 LG1056'AND GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILES TO A CROSSROAD.
 LG1056'CONTINUE SOUTH ON A GRAVELED ROAD FOR 3.0 MILES TO A CROSSROAD.
 LG1056'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 3.0 MILES TO A
 LG1056'CROSSROAD. TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO
 LG1056'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE GRAVELED
 LG1056'ROAD FOR 0.6 MILE TO A CROSSROAD AND THE STATION IN THE SOUTHWEST
 LG1056'ANGLE.
 LG1056'
 LG1056'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN, ABOUT 8-1/2
 LG1056'MILES NORTHEAST OF WYMORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1822 ***********************************************************************
 NM1822  DESIGNATION -  BLOOMFIELD MUNICIPAL STANDPIPE
 NM1822  PID         -  NM1822
 NM1822  STATE/COUNTY-  NE/KNOX
 NM1822  USGS QUAD   -  BLOOMFIELD (1974)
 NM1822
 NM1822                         *CURRENT SURVEY CONTROL
 NM1822  ___________________________________________________________________
 NM1822* NAD 83(1995)-  42 35 25.26003(N)    097 38 50.79594(W)     ADJUSTED  
 NM1822* NAVD 88     -                                                        
 NM1822  ___________________________________________________________________
 NM1822  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 NM1822  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 NM1822
 NM1822  HORZ ORDER  -  THIRD
 NM1822
 NM1822.The horizontal coordinates were established by classical geodetic methods
 NM1822.and adjusted by the National Geodetic Survey in August 1997..
 NM1822
 NM1822
 NM1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1822
 NM1822.The geoid height was determined by GEOID03.
 NM1822
 NM1822;                    North         East     Units Scale Factor Converg.
 NM1822;SPC NE       -   308,744.169   693,044.090   MT  0.99983804   +1 33 32.5
 NM1822;UTM  14      - 4,716,212.039   610,975.099   MT  0.99975152   +0 54 55.6
 NM1822
 NM1822                          SUPERSEDED SURVEY CONTROL
 NM1822
 NM1822  NAD 83(1986)-  42 35 25.26624(N)    097 38 50.78892(W) AD(       ) 4
 NM1822  NAD 27      -  42 35 25.25500(N)    097 38 49.55000(W) AD(       ) 3
 NM1822
 NM1822.Superseded values are not recommended for survey control.
 NM1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1822.See file dsdata.txt to determine how the superseded data were derived.
 NM1822
 NM1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1097516212(NAD 83)
 NM1822_MARKER: 52 = STANDPIPE TANK
 NM1822
 NM1822  HISTORY     - Date     Condition        Report By
 NM1822  HISTORY     - 1940     FIRST OBSERVED   CGS
 NM1822
 NM1822                          STATION DESCRIPTION
 NM1822
 NM1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1822'BLOOMFIELD MUNICIPAL STANDPIPE IS ON THE SOUTH SIDE OF THE
 NM1822'CITY OF BLOOMFIELD, 0.65 MILE SOUTH OF THE INTERSECTION OF
 NM1822'MAIN STREET AND BROADWAY, AT THE VERY END OF BROADWAY.
 NM1822'
 NM1822'THE STANDPIPE IS BUILT OF STRUCTURAL STEEL, PAINTED ALUMINUM,
 NM1822'AND IS 60 FEET HIGH AND 12 FEET IN DIAMETER.
 NM1822'
 NM1822'OBJECT SIGHTED UPON--BODY OF STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1350 ***********************************************************************
 LH1350  DESIGNATION -  BLOOMINGTON MUNICIPAL TANK
 LH1350  PID         -  LH1350
 LH1350  STATE/COUNTY-  NE/FRANKLIN
 LH1350  USGS QUAD   -  BLOOMINGTON (1973)
 LH1350
 LH1350                         *CURRENT SURVEY CONTROL
 LH1350  ___________________________________________________________________
 LH1350* NAD 83(1995)-  40 06 04.81823(N)    099 02 04.45187(W)     ADJUSTED  
 LH1350* NAVD 88     -                                                        
 LH1350  ___________________________________________________________________
 LH1350  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 LH1350  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 LH1350
 LH1350  HORZ ORDER  -  THIRD
 LH1350
 LH1350.The horizontal coordinates were established by classical geodetic methods
 LH1350.and adjusted by the National Geodetic Survey in August 1997..
 LH1350
 LH1350
 LH1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1350
 LH1350.The geoid height was determined by GEOID03.
 LH1350
 LH1350;                    North         East     Units Scale Factor Converg.
 LH1350;SPC NE       -    30,217.729   582,314.440   MT  0.99995574   +0 38 23.2
 LH1350;UTM  14      - 4,439,005.461   497,053.485   MT  0.99960011   -0 01 20.2
 LH1350
 LH1350                          SUPERSEDED SURVEY CONTROL
 LH1350
 LH1350  NAD 83(1986)-  40 06 04.82258(N)    099 02 04.45193(W) AD(       ) 4
 LH1350  NAD 27      -  40 06 04.77900(N)    099 02 03.16000(W) AD(       ) 3
 LH1350
 LH1350.Superseded values are not recommended for survey control.
 LH1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1350.See file dsdata.txt to determine how the superseded data were derived.
 LH1350
 LH1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9705339005(NAD 83)
 LH1350_MARKER: 51 = TANK
 LH1350
 LH1350  HISTORY     - Date     Condition        Report By
 LH1350  HISTORY     - 1935     FIRST OBSERVED   CGS
 LH1350
 LH1350                          STATION DESCRIPTION
 LH1350
 LH1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1350'THE BLOOMINGTON WATER TANK, DARK-COLORED, IS LOCATED AT THE
 LH1350'NORTH EDGE OF THE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0484 ***********************************************************************
 LJ0484  DESIGNATION -  BLOW
 LJ0484  PID         -  LJ0484
 LJ0484  STATE/COUNTY-  NE/LINCOLN
 LJ0484  USGS QUAD   -  WALLACE NE (1973)
 LJ0484
 LJ0484                         *CURRENT SURVEY CONTROL
 LJ0484  ___________________________________________________________________
 LJ0484* NAD 83(1995)-  40 57 42.18954(N)    101 00 03.29710(W)     ADJUSTED  
 LJ0484* NAVD 88     -       969.32   (+/-2cm)    3180.2    (feet)  VERTCON   
 LJ0484  ___________________________________________________________________
 LJ0484  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LJ0484  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 LJ0484
 LJ0484  HORZ ORDER  -  SECOND
 LJ0484  VERT ORDER  -  THIRD ? (See Below)
 LJ0484
 LJ0484.The horizontal coordinates were established by classical geodetic methods
 LJ0484.and adjusted by the National Geodetic Survey in August 1997..
 LJ0484
 LJ0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0484.The vertical order pertains to the NGVD 29 superseded value.
 LJ0484
 LJ0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0484
 LJ0484.The geoid height was determined by GEOID03.
 LJ0484
 LJ0484;                    North         East     Units Scale Factor Converg.
 LJ0484;SPC NE       -   125,768.572   415,765.930   MT  0.99970338   -0 39 47.9
 LJ0484;UTM  14      - 4,536,435.422   331,617.710   MT  0.99994897   -1 18 43.3
 LJ0484
 LJ0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0484!SPC NE       -   0.99985146  x   0.99970338  =   0.99955489
 LJ0484!UTM  14      -   0.99985146  x   0.99994897  =   0.99980044
 LJ0484
 LJ0484|---------------------------------------------------------------------|
 LJ0484| PID    Reference Object                     Distance      Geod. Az  |
 LJ0484|                                                           dddmmss.s |
 LJ0484| LJ0551 BLOW RM 1                            21.202 METERS 12840     |
 LJ0484| LJ0552 BLOW RM 2                            16.864 METERS 21211     |
 LJ0484| LJ0553 BLOW RM 3                            11.906 METERS 21524     |
 LJ0484| LJ0550 BLOW AZ MK                          APPROX. 0.9 KM 3583127.9 |
 LJ0484|---------------------------------------------------------------------|
 LJ0484
 LJ0484                          SUPERSEDED SURVEY CONTROL
 LJ0484
 LJ0484  NAD 83(1986)-  40 57 42.19437(N)    101 00 03.30594(W) AD(       ) 2
 LJ0484  NAD 27      -  40 57 42.19201(N)    101 00 01.77104(W) AD(       ) 2
 LJ0484  NGVD 29 (07/19/86)  968.92   (m)         3178.9    (f) LEVELING    3  
 LJ0484
 LJ0484.Superseded values are not recommended for survey control.
 LJ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0484.See file dsdata.txt to determine how the superseded data were derived.
 LJ0484
 LJ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3161836435(NAD 83)
 LJ0484_MARKER: DS = TRIANGULATION STATION DISK
 LJ0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0484_SP_SET: CONCRETE POST
 LJ0484_STAMPING: BLOW 1951
 LJ0484_MARK LOGO: CGS   
 LJ0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0484+STABILITY: SURFACE MOTION
 LJ0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0484+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1981
 LJ0484
 LJ0484  HISTORY     - Date     Condition        Report By
 LJ0484  HISTORY     - 1951     MONUMENTED       CGS
 LJ0484  HISTORY     - 1951     GOOD             CGS
 LJ0484  HISTORY     - 1971     GOOD             USGS
 LJ0484  HISTORY     - 1973     GOOD             NGS
 LJ0484  HISTORY     - 1977     GOOD             LOCENG
 LJ0484  HISTORY     - 1980     GOOD             LOCENG
 LJ0484  HISTORY     - 19810617 GOOD             NGS
 LJ0484
 LJ0484                          STATION DESCRIPTION
 LJ0484
 LJ0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0484'THE STATION IS LOCATED ABOUT 13.0 MILES SOUTH OF HERSHEY ON
 LJ0484'THE ROAD RIGHT-OF-WAY, 60 FEET WEST OF A NORTH-SOUTH FENCE
 LJ0484'LINE, 55 FEET EAST OF THE CENTER OF ROAD AND 2 FEET SOUTHWEST
 LJ0484'OF A WITNESS POST.  IT IS STAMPED BLOW 1951 AND PROJECTS 3
 LJ0484'INCHES.
 LJ0484'
 LJ0484'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 115 FEET
 LJ0484'EAST OF THE CENTER OF ROAD AND 2 FEET WEST OF A NORTH-SOUTH
 LJ0484'FENCE LINE.  IT IS STAMPED BLOW NO 1 1951 AND PROJECTS 3 INCHES.
 LJ0484'
 LJ0484'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 30 FEET EAST
 LJ0484'OF THE CENTER OF ROAD.  IT IS STAMPED BLOW NO 2 1951 AND PROJECTS
 LJ0484'4 INCHES.
 LJ0484'
 LJ0484'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 85.05 FEET.
 LJ0484'
 LJ0484'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET WEST
 LJ0484'OF THE CENTER OF ROAD, 2 FEET SOUTH OF A WITNESS POST AND FENCE
 LJ0484'CORNER AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 LJ0484'STAMPED BLOW 1951 AND PROJECTS 4 INCHES.
 LJ0484'
 LJ0484'TO REACH THE STATION FROM THE POST OFFICE IN HERSHEY, GO SOUTH
 LJ0484'ON GRAVELED ROAD FOR 12.8 MILES TO AZIMUTH MARK ON RIGHT AS
 LJ0484'DESCRIBED, CONTINUE SOUTH FOR 0.6 MILE TO STATION ON LEFT
 LJ0484'AS DESCRIBED.
 LJ0484'
 LJ0484'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LJ0484
 LJ0484                          STATION RECOVERY (1951)
 LJ0484
 LJ0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LJ0484'RECOVERED IN GOOD CONDITION.
 LJ0484
 LJ0484                          STATION RECOVERY (1971)
 LJ0484
 LJ0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JFS)
 LJ0484'STA. MK., REF. MK. 1 AND AZ. MK. FOUND AS DESCRIBED.
 LJ0484'
 LJ0484'REF. MK. 2 HAS APPARENTLY BEEN RESET NEAR THE ORIGINAL LOCATION.
 LJ0484'THE ARROW DOES NOT POINT TO THE STATION.
 LJ0484
 LJ0484                          STATION RECOVERY (1973)
 LJ0484
 LJ0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LJ0484'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THIS
 LJ0484'STATION WAS OCCUPIED THIS DATE TO VERIFY THE REPORTED MOVEMENT
 LJ0484'OF THE REFERENCE MARKS.  THE DISTANCE TO REFERENCE MARK 1 CHECKS
 LJ0484'THE PREVIOUS DISTANCE.  THE DIRECTIONS TO THE REFERENCE MARKS
 LJ0484'DO NOT CHECK THE PREVIOUS DIRECTIONS AND THE DISTANCE TO
 LJ0484'REFERENCE MARK 2 DOES NOT CHECK THE PREVIOUS DISTANCE.  LISTED
 LJ0484'ABOVE ARE NEW DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS.
 LJ0484'THE ROUTE TO REACH THE STATION AND AZIMUTH MARK ARE ADEQUATE
 LJ0484'FOR RECOVERY.  FOLLOWING ARE ADDITIONAL NOTES FOR THE MARKS.
 LJ0484'
 LJ0484'THE STATION MARK IS LOCATED ON THE TOP OF A SAND KNOLL IN A
 LJ0484'PASTURE, 58 FEET EAST OF THE CENTER OF A SAND ROAD THROUGH ABOUT
 LJ0484'A 20 FOOT CUT, 25 FEET WEST-NORTHWEST OF A WITNESS SIGN NAILED
 LJ0484'TO A FENCE POST, 23 FEET EAST OF A NORTH-SOUTH FENCE, 1.7 FEET
 LJ0484'SOUTHWEST OF A WOODEN WITNESS POST AND THE MARK PROJECTS 2 INCHES
 LJ0484'ABOVE THE GROUND SURFACE.
 LJ0484'
 LJ0484'REFERENCE MARK 1 IS 113 FEET EAST OF THE CENTER OF THE SAND
 LJ0484'ROAD, 78 FEET EAST OF THE NORTH-SOUTH FENCE AND THE MARK
 LJ0484'PROJECTS 14 INCHES ABOVE THE GROUND SURFACE.
 LJ0484'
 LJ0484'REFERENCE MARK 2 IS 35 FEET EAST OF THE CENTER OF THE SAND
 LJ0484'ROAD, 6 FEET WEST OF THE NORTH-SOUTH FENCE AND THE MARK PROJECTS
 LJ0484'14 INCHES ABOVE THE GROUND SURFACE AND THE ARROW ON THE DISK
 LJ0484'POINTS WEST-NORTHWEST INSTEAD OF NORTHWEST TOWARD THE STATION
 LJ0484'MARK.
 LJ0484'
 LJ0484'THE AZIMUTH MARK IS 1.5 FEET NORTHEAST OF A METAL WITNESS POST
 LJ0484'AND THE MARK PROJECTS 14 INCHES ABOVE THE GROUND SURFACE.
 LJ0484'
 LJ0484'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 LJ0484'SOUTH OF HERSHEY.
 LJ0484
 LJ0484                          STATION RECOVERY (1977)
 LJ0484
 LJ0484'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JEM)
 LJ0484'RM NO. 3 AZ. RM NO. 2 RIGHT ON EDGE OF ERODED BANK AND WILL NOT
 LJ0484'LAST MUCH LONGER.  ALL OTHER MARKS IN GOOD CONDITION.
 LJ0484'
 LJ0484'DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES SOUTH OF
 LJ0484'HERSHEY.
 LJ0484
 LJ0484                          STATION RECOVERY (1980)
 LJ0484
 LJ0484'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JNO)
 LJ0484'STA RECOVERED OK.
 LJ0484'
 LJ0484'AZIM. MARK APPEARS OK BUT BELIEVE IT HAS BEEN DISTURBED.  IS AT TOP
 LJ0484'EDGE OF SLOPE ON BACKSIDE OR COUNTY ROAD DITCH BY ASTRONOMIC
 LJ0484'OBSERVATION (POLARIS) AT STA. SUTHERLAND AND NEAR SW COR. OF SEC.
 LJ0484'1, T 11 N, R 34 W AND USING AZIMUTH MARK AT STA. SCHINLEY
 LJ0484'DETERMINED THAT ABOVE AZIM MARK HAD AN ERROR OF -(000 DEG 00 MIN
 LJ0484'27 SEC).  OBSERVATION WERE 4 DIRECT AND 4 REVERSED WITH WILD
 LJ0484'T-2 AND WWV TIME.
 LJ0484'DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MIS SW OF SUTHERLAND.
 LJ0484
 LJ0484                          STATION RECOVERY (1981)
 LJ0484
 LJ0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LJ0484'THE SURFACE STATION MARK AND RM 1 WERE FOUND IN GOOD CONDITION.  RM 2
 LJ0484'WAS FOUND DESTROYED.  THE AZIMUTH MARK WAS FOUND BUT APPEARED TO BE
 LJ0484'LEANING SLIGHTLY EASTWARD, THEREFORE A POLARIS OBSERVATION WAS TAKEN
 LJ0484'TO THE MARK.  RM 3 WAS ESTABLISHED.  THE OBSERVED AZIMUTH TO THE
 LJ0484'AZIMUTH MARK WAS 44 SECONDS LARGER THAN THE 1951 DATA.  THE DISTANCE
 LJ0484'AND DIRECTION TO RM 1 COMPARED FAVORABLY WITH 1951 DATA.  A NEW
 LJ0484'DESCRIPTION FOLLOWS.
 LJ0484'THE STATION IS ABOUT 20.9 KM (13.0 MI) SOUTH FROM HERSHEY, 15.3 KM
 LJ0484'(9.5 MI) SOUTHEAST FROM SUTHERLAND, 15.3 KM (9.5 MI) NORTH FROM
 LJ0484'DICKENS AND ON PROPERTY OF THE GEORGE FREDERICK ESTATE.  CONTACT MRS.
 LJ0484'GEORGE FREDERICK, DICKENS ROUTE, NORTH PLATTE, NE 69101.  TELEPHONE
 LJ0484'308-532 2627.
 LJ0484'TO REACH FROM THE HERSHEY EXIT, EXIT NUMBER 164, OF INTERSTATE HIGHWAY
 LJ0484'80, GO SOUTH ON A PAVED ROAD FOR 18.43 KM (11.45 MI) TO THE AZIMUTH
 LJ0484'MARK ON THE RIGHT.  CONTINUE SOUTH ON THE PAVED ROAD FOR 0.93 KM
 LJ0484'(0.58 MI) TO THE STATION ON THE LEFT, ABOUT 6 M (19.7 FT) HIGHER THAN
 LJ0484'THE ROAD.
 LJ0484'THE SURFACE STATION MARK IS SET INTO THE TOP OF A SQUARE CONCRETE POST
 LJ0484'THAT PROJECTS 0.08 M (0.26 FT)  ABOVE THE GROUND.  IT IS 17.8 M
 LJ0484'(58.4 FT) EAST FROM THE CENTERLINE OF THE ROAD, 12.30 M (40.35 FT)
 LJ0484'NORTHEAST FROM A WITNESS POST, 7.1 M (23.3 FT) EAST FROM A FENCE AND
 LJ0484'0.6 M (2.0 FT) SOUHTWEST FROM A WITNESS POST.  THE UNDERGROUND MARK
 LJ0484'WAS NOT INSPECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0550 ***********************************************************************
 LJ0550  DESIGNATION -  BLOW AZ MK
 LJ0550  PID         -  LJ0550
 LJ0550  STATE/COUNTY-  NE/LINCOLN
 LJ0550  USGS QUAD   -  WALLACE NE (1973)
 LJ0550
 LJ0550                         *CURRENT SURVEY CONTROL
 LJ0550  ___________________________________________________________________
 LJ0550* NAD 83(1995)-  40 58 12.31896(N)    101 00 04.32107(W)     ADJUSTED  
 LJ0550* NAVD 88     -       964.5    (meters)    3164.     (feet)  VERTCON   
 LJ0550  ___________________________________________________________________
 LJ0550  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LJ0550  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 LJ0550
 LJ0550  HORZ ORDER  -  THIRD
 LJ0550
 LJ0550.The horizontal coordinates were established by classical geodetic methods
 LJ0550.and adjusted by the National Geodetic Survey in August 1997..
 LJ0550
 LJ0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0550
 LJ0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0550
 LJ0550.The geoid height was determined by GEOID03.
 LJ0550
 LJ0550;                    North         East     Units Scale Factor Converg.
 LJ0550;SPC NE       -   126,697.947   415,752.753   MT  0.99970202   -0 39 48.6
 LJ0550;UTM  14      - 4,537,365.115   331,615.058   MT  0.99994898   -1 18 44.7
 LJ0550
 LJ0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0550!SPC NE       -   0.99985222  x   0.99970202  =   0.99955428
 LJ0550!UTM  14      -   0.99985222  x   0.99994898  =   0.99980121
 LJ0550
 LJ0550                          SUPERSEDED SURVEY CONTROL
 LJ0550
 LJ0550  NAD 83(1986)-  40 58 12.32381(N)    101 00 04.32939(W) AD(       ) 3
 LJ0550  NGVD 29 (02/17/94)  964.1    (m)         3163.     (f) VERT ANG       
 LJ0550
 LJ0550.Superseded values are not recommended for survey control.
 LJ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0550.See file dsdata.txt to determine how the superseded data were derived.
 LJ0550
 LJ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3161537365(NAD 83)
 LJ0550_MARKER: DZ = AZIMUTH MARK DISK
 LJ0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0550_SP_SET: CONCRETE POST
 LJ0550_STAMPING: BLOW 1951
 LJ0550_MARK LOGO: CGS   
 LJ0550_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0550+STABILITY: SURFACE MOTION
 LJ0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0550+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1981
 LJ0550
 LJ0550  HISTORY     - Date     Condition        Report By
 LJ0550  HISTORY     - 1951     MONUMENTED       CGS
 LJ0550  HISTORY     - 19810617 POOR             NGS
 LJ0550
 LJ0550                          STATION DESCRIPTION
 LJ0550
 LJ0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LJ0550'THE STATION IS LOCATED ABOUT 20.3 KM (12.6 MI) SOUTH FROM HERSHEY,
 LJ0550'16.1 KM (10.0 MI) NORTH FROM DICKENS AND ON ROAD RIGHT-OF-WAY.
 LJ0550'TO REACH FROM EXIT NUMBER 164, THE HERSHEY EXIT, OF INTERSTATE HIGHWAY
 LJ0550'80, GO SOUTH ON A PAVED COUNTY ROAD FOR 18.43 KM (11.45 MI) TO THE
 LJ0550'MARK ON THE LEFT.
 LJ0550'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 LJ0550'0.6 M (2.0 FT) ABOVE THE GROUND SURFACE.  IT IS 10.1 M (33.1 FT) WEST
 LJ0550'FROM THE CENTERLINE OF THE ROAD, 0.35 M (1.15 FT) EAST FROM A FENCE
 LJ0550'AND 0.3 M (1.0 FT) SOUTHWEST FROM A WITNESS POST.
 LJ0550'NOTE--THIS MARK APPEARED TO BE LEANING SLIGHTLY TO THE EAST.  A
 LJ0550'POLARIS OBSERVATION WAS TAKEN AT STATION BLOW WHICH CONFIRMED THIS,
 LJ0550'THE OBSERVED AZIMUTH BEING 44 SECONDS LARGER THAN THE PUBLISHED
 LJ0550'AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0469 ***********************************************************************
 NM0469  DESIGNATION -  BLUE
 NM0469  PID         -  NM0469
 NM0469  STATE/COUNTY-  NE/DAKOTA
 NM0469  USGS QUAD   -  HOMER (1976)
 NM0469
 NM0469                         *CURRENT SURVEY CONTROL
 NM0469  ___________________________________________________________________
 NM0469* NAD 83(1995)-  42 20 20.53539(N)    096 26 54.65361(W)     ADJUSTED  
 NM0469* NAVD 88     -       332.760  (meters)    1091.73   (feet)  ADJUSTED  
 NM0469  ___________________________________________________________________
 NM0469  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 NM0469  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 NM0469  DYNAMIC HT  -         332.652 (meters)    1091.38  (feet)  COMP
 NM0469  MODELED GRAV-     980,287.4   (mgal)                       NAVD 88
 NM0469
 NM0469  HORZ ORDER  -  SECOND
 NM0469  VERT ORDER  -  SECOND    CLASS 0
 NM0469
 NM0469.The horizontal coordinates were established by classical geodetic methods
 NM0469.and adjusted by the National Geodetic Survey in August 1997..
 NM0469
 NM0469.The orthometric height was determined by differential leveling
 NM0469.and adjusted by the National Geodetic Survey in June 1991..
 NM0469
 NM0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0469
 NM0469.The geoid height was determined by GEOID03.
 NM0469
 NM0469.The dynamic height is computed by dividing the NAVD 88
 NM0469.geopotential number by the normal gravity value computed on the
 NM0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0469.degrees latitude (g = 980.6199 gals.).
 NM0469
 NM0469.The modeled gravity was interpolated from observed gravity values.
 NM0469
 NM0469;                    North         East     Units Scale Factor Converg.
 NM0469;SPC NE       -   284,215.768   792,524.919   MT  0.99976436   +2 21 12.8
 NM0469;SPC IA N     - 1,097,433.754 1,257,072.875   MT  0.99996173   -1 59 54.0
 NM0469;UTM  14      - 4,690,573.487   710,189.109   MT  1.00014361   +1 43 08.7
 NM0469
 NM0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0469!SPC NE       -   0.99995189  x   0.99976436  =   0.99971626
 NM0469!SPC IA N     -   0.99995189  x   0.99996173  =   0.99991362
 NM0469!UTM  14      -   0.99995189  x   1.00014361  =   1.00009549
 NM0469
 NM0469:                Primary Azimuth Mark                     Grid Az
 NM0469:SPC NE       -  BLUE AZ MK                               359 41 32.3
 NM0469:SPC IA N     -  BLUE AZ MK                               004 02 39.1
 NM0469:UTM  14      -  BLUE AZ MK                               000 19 36.4
 NM0469
 NM0469|---------------------------------------------------------------------|
 NM0469| PID    Reference Object                     Distance      Geod. Az  |
 NM0469|                                                           dddmmss.s |
 NM0469| NM0472 BLUE AZ MK                          APPROX. 0.5 KM 0020245.1 |
 NM0469| CO2259 BLUE AZ MK                                         0020259.3 |
 NM0469| NM0470 BLUE RM 1                            34.637 METERS 23244     |
 NM0469| NM2004 BLUE RM 4                            20.677 METERS 27414     |
 NM0469| NM0471 BLUE RM 2                            50.524 METERS 35119     |
 NM0469| NM2003 BLUE RM 3                            37.884 METERS 35801     |
 NM0469|---------------------------------------------------------------------|
 NM0469
 NM0469                          SUPERSEDED SURVEY CONTROL
 NM0469
 NM0469  NAD 83(1986)-  42 20 20.53771(N)    096 26 54.65411(W) AD(       ) 2
 NM0469  NAD 27      -  42 20 20.55800(N)    096 26 53.52600(W) AD(       ) 2
 NM0469  NGVD 29 (??/??/92)  332.603  (m)         1091.21   (f) ADJ UNCH    2 0
 NM0469
 NM0469.Superseded values are not recommended for survey control.
 NM0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0469.See file dsdata.txt to determine how the superseded data were derived.
 NM0469
 NM0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1018990573(NAD 83)
 NM0469_MARKER: DS = TRIANGULATION STATION DISK
 NM0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0469_SP_SET: CONCRETE POST
 NM0469_STAMPING: BLUE 1948
 NM0469_MARK LOGO: CGS   
 NM0469_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NM0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0469+STABILITY: SURFACE MOTION
 NM0469
 NM0469  HISTORY     - Date     Condition        Report By
 NM0469  HISTORY     - 1948     MONUMENTED       CGS
 NM0469  HISTORY     - 1949     GOOD             NGS
 NM0469  HISTORY     - 19850325 GOOD             NGS
 NM0469  HISTORY     - 19850326 GOOD             NGS
 NM0469
 NM0469                          STATION DESCRIPTION
 NM0469
 NM0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0469'STATION IS LOCATED IN A FARMYARD ABOUT 5-1/2 MILES SOUTH
 NM0469'SOUTHWEST OF DAKOTA CITY AND 2 MILES EAST NORTHEAST OF HOMER.
 NM0469'STATION IS 61 FEET WEST OF THE APPROXIMATE CENTERLINE OF DIRT
 NM0469'ROAD, 57 FEET NORTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY
 NM0469'AND 33.5 FEET WEST OF WITNESS POST.  THE MARK IS FLUSH WITH THE
 NM0469'GROUND AND THE DISK IS STAMPED BLUE 1948.
 NM0469'
 NM0469'REFERENCE MARK NO. 1 IS 113.64 FEET SOUTHWEST OF STATION, 11
 NM0469'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY AND 1 FOOT
 NM0469'NORTH OF FENCE.  THE MARK PROPJECTS ABOUT 5 INCHES AND THE DISK
 NM0469'IS STAMPED BLUE NO 1 1948.
 NM0469'
 NM0469'REFERENCE MARK NO. 2 IS 165.76 FEET NORTH NORTHWEST OF STATION,
 NM0469'42 FEET WEST SOUTHWEST OF FENCECORNER AND 13 FEET SOUTH OF
 NM0469'FENCELINE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 NM0469'STAMPED BLUE NO 2 1948.
 NM0469'
 NM0469'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH OF STATION, 29
 NM0469'FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD, 2 FEET SOUTH
 NM0469'SOUTHEAST OF POWER POLE, 1 FOOT SOUTH SOUTHWEST OF WITNESS POST
 NM0469'AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 NM0469'THE DISK IS STAMPED BLUE 1948.
 NM0469'
 NM0469'TO REACH STATION FROM THE POST OFFICE IN HOMER GO EAST ABOUT
 NM0469'0.05 MILE TO U.S. HIGHWAY 73 AND 77.  TURN LEFT AND GO NORTH
 NM0469'ON HIGHWAY FOR 0.9 MILE TO DIRT T ROAD RIGHT.  TURN RIGHT AND
 NM0469'GO EAST FOR 0.8 MILE TO T INTERSECTION.  TURN LEFT AND GO NORTH
 NM0469'0.25 MILE TO T ROAD RIGHT.  TURN RIGHT AND GO EAST 0.75 MILE TO
 NM0469'CROSS ROADS.  TURN LEFT AND GO NORTH 0.25 MILE TO FARM BUILDINGS
 NM0469'AND STATION ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 NM0469'
 NM0469'TO REACH AZIMUTH FROM STATION CONTINUE NORTH FOR 0.3 MILE TO
 NM0469'AZIMUTH MARK ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 NM0469'
 NM0469'A 74 FOOT SIGNAL AT STATION 397 (MRC) IS VISIBLE AT 37 FEET.
 NM0469'
 NM0469'A 74 FOOT SIGNAL AT STATION BAGO 1934 IS VISIBLE AT 37 FEET.
 NM0469'
 NM0469'A 4 FOOT SIGNAL AT STATION HOMER IS VISIBLE AT 50 FEET.
 NM0469'
 NM0469'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NM0469
 NM0469                          STATION RECOVERY (1949)
 NM0469
 NM0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0469'5 MI NE FROM HOMER.
 NM0469'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0469'THENCE 2.6 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.3 MILES
 NM0469'NORTH ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF MARRY K.
 NM0469'LEBAHN, 62 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 NM0469'57 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 33.0
 NM0469'FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 NM0469'POST WHICH IS 0.1 FOOT BELOW THE SURFACE OF THE GROUND.
 NM0469
 NM0469                          STATION RECOVERY (1985)
 NM0469
 NM0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NM0469'THE SURFACE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 NM0469'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT
 NM0469'NOT FOUND AND IS PRESUMED TO BE DESTROYED.  REFERENCE MARK 2 IS NOW
 NM0469'OBSTRUCTED TO THE STATION MARK, BUT SINCE IT A BENCH MARK, IT WAS
 NM0469'LEFT IN PLACE.  A POLARIS OBSERVATION WAS TAKEN TO THE AZIMUTH MARK
 NM0469'AND A CHECK ANGLE OBTAINED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED
 NM0469'AT THIS TIME.  LEVELS WERE RUN TO THESE MARKS.
 NM0469'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTH FROM DAKOTA CITY,
 NM0469'5.6 KM (3.5 MI) WEST FROM THE MISSOURI RIVER, 3.6 KM (2.2 MI)
 NM0469'NORTHEAST FROM HOMER, 2.4 KM (1.5 MI) EAST FROM U.S. HIGHWAY 77 AND IN
 NM0469'A FARM YARD ON PROPERTY OWNED BY MR. AND MRS. WILBUR QUICK, RURAL
 NM0469'ROUTE 1, BOX 707, DAKOTA CITY, NEBRASKA 68731.  TELEPHONE 402 987
 NM0469'3897.
 NM0469'TO REACH FROM THE POST OFFICE IN HOMER, GO EAST ON THE MAIN STREET FOR
 NM0469'0.08 KM (0.05 MI) TO U.S. HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE
 NM0469'HIGHWAY FOR 1.45 KM (0.90 MI) TO A GRADED ROAD ON THE RIGHT.  TURN
 NM0469'RIGHT AND GO EAST FOR 1.29 KM (0.80 MI) TO A CURVE LEFT AND NORTH.
 NM0469'CONTINUE NORTH FOR 0.4 KM (0.2 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 NM0469'AND GO EAST FOR 1.21 KM (0.75 MI) TO A CROSSROAD.  TURN LEFT AND GO
 NM0469'NORTH FOR 0.32 KM (0.20 MI) TO THE DRIVEWAY TO THE QUICK HOUSE AND
 NM0469'THE STATION ON THE LEFT.
 NM0469'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 NM0469'RECESSED 0.020 M (0.066 FT) BELOW THE GROUND SURFACE.  IT IS 35.6 M
 NM0469'(116.8 FT) SOUTH FROM THE LEADING EDGE OF A ROUND, METAL GRAIN BIN,
 NM0469'17.1 M (56.1 FT) WEST FROM THE CENTERLINE OF THE ROAD, 20.6 M
 NM0469'(67.6 FT) EAST FROM THE LEADING EDGE OF A ROUND CORN CRIB AND 15.7 M
 NM0469'(51.5 FT) NORTH FROM THE CENTERLINE OF THE DRIVEWAY.  THE UNDERGROUND
 NM0469'MARK WAS NOT INSPECTED.
 NM0469
 NM0469                          STATION RECOVERY (1985)
 NM0469
 NM0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NM0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0418 ***********************************************************************
 MN0418  DESIGNATION -  BLUE
 MN0418  PID         -  MN0418
 MN0418  STATE/COUNTY-  NE/GARDEN
 MN0418  USGS QUAD   -  TWIN BUTTES (1971)
 MN0418
 MN0418                         *CURRENT SURVEY CONTROL
 MN0418  ___________________________________________________________________
 MN0418* NAD 83(1995)-  41 25 30.23694(N)    102 13 21.14456(W)     ADJUSTED  
 MN0418* NAVD 88     -      1181.     (meters)    3875.     (feet)  SCALED    
 MN0418  ___________________________________________________________________
 MN0418  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 MN0418  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 MN0418
 MN0418  HORZ ORDER  -  FIRST
 MN0418
 MN0418.The horizontal coordinates were established by classical geodetic methods
 MN0418.and adjusted by the National Geodetic Survey in August 1997..
 MN0418
 MN0418.The orthometric height was scaled from a topographic map.
 MN0418
 MN0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0418
 MN0418.The geoid height was determined by GEOID03.
 MN0418
 MN0418;                    North         East     Units Scale Factor Converg.
 MN0418;SPC NE       -   179,109.510   314,296.355   MT  0.99965959   -1 28 22.3
 MN0418;UTM  13      - 4,589,668.728   732,092.991   MT  1.00026297   +1 50 18.6
 MN0418
 MN0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0418!SPC NE       -   0.99981803  x   0.99965959  =   0.99947768
 MN0418!UTM  13      -   0.99981803  x   1.00026297  =   1.00008095
 MN0418
 MN0418|---------------------------------------------------------------------|
 MN0418| PID    Reference Object                     Distance      Geod. Az  |
 MN0418|                                                           dddmmss.s |
 MN0418| CP7483 BLUE RM 1                            20.845 METERS 00742     |
 MN0418| CP7484 BLUE RM 2 AZIMUTH                                  0482034.2 |
 MN0418| MN0415 LEWELLEN CHURCH SPIRE               APPROX.12.4 KM 1483523.8 |
 MN0418| MN0417 LEWELLEN SCHOOLHOUSE CHIMNEY        APPROX.11.8 KM 1490805.5 |
 MN0418| CP7485 BLUE RM 3                            22.560 METERS 16627     |
 MN0418| MN0445 OSHKOSH PUMPING STA WATER TANK      APPROX. 9.9 KM 2562913.6 |
 MN0418| MN0444 OSHKOSH WATER TANK                  APPROX.10.3 KM 2584231.3 |
 MN0418|---------------------------------------------------------------------|
 MN0418
 MN0418                          SUPERSEDED SURVEY CONTROL
 MN0418
 MN0418  NAD 83(1986)-  41 25 30.23608(N)    102 13 21.14784(W) AD(       ) 1
 MN0418  NAD 27      -  41 25 30.29800(N)    102 13 19.47500(W) AD(       ) 1
 MN0418
 MN0418.Superseded values are not recommended for survey control.
 MN0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0418.See file dsdata.txt to determine how the superseded data were derived.
 MN0418
 MN0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3209389669(NAD 83)
 MN0418_MARKER: P = PIPE CAP
 MN0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0418
 MN0418  HISTORY     - Date     Condition        Report By
 MN0418  HISTORY     - 1933     MONUMENTED       USGS
 MN0418
 MN0418                          STATION DESCRIPTION
 MN0418
 MN0418'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 MN0418'ABOUT 6-1/2 MILES EAST BY NORTH OF OSHKOSH, AND 8 MILES
 MN0418'NORTHWEST OF LEWELLEN, ON HIGHEST POINT OF BLUE HILL, BETTER
 MN0418'KNOWN LOCALLY AS TWIN BUTTES, IN NORTHEAST QUARTER SEC. 25,
 MN0418'T. 17 N., R. 43 W., ON LAND OWNED BY FRANK O ROURKE OF ST.
 MN0418'JOSEPH, MISSOURI, AND LEASED BY O.E. CAMPBELL.  UNDERGROUND
 MN0418'MARK SET IN AN IRREGULAR MASS OF CONCRETE.
 MN0418'
 MN0418'REACHED FROM OSHKOSH VIA U.S. HIGHWAY 26 ON MAIN STREET, TO
 MN0418'WHERE IT TURNS WEST.  TURN EAST AND FOLLOW ROAD 6.8 MILES
 MN0418'TO ROAD LEADING NORTH, 1 MILE EAST OF DONNELLY SCHOOL.  TURN
 MN0418'NORTH 0.5 MILE TO GATE ON LEFT, AND FOLLOW TRAIL THROUGH GATE
 MN0418'NORTHWEST 0.35 MILE TO THE CAMPBELLS HOUSE.  PASS THROUGH
 MN0418'BARNLOT INTO SANDY PASTURE WEST OF HOUSE, AND BEAR NORTHWEST
 MN0418'UP SAND HILL 0.5 MILE TO STATION.  FROM LEWELLEN FOLLOW U.S.
 MN0418'HIGHWAY 26 WEST 1.5 MILES, THENCE NORTH 2.6 MILES AND BEAR
 MN0418'NORTHWEST, FOLLOWING MAIN-TRAVELED ROAD WHICH CROSSES BLUE
 MN0418'CREEK 3.5 MILES, THENCE NORTH 0.5 MILE TO THE CAMPBELL HOUSE
 MN0418'AS ABOVE.  THE STATION IS ON THE HIGHEST POINT OF BLUE HILL
 MN0418'IN PASTURE.  MARK IS A STANDARD U.S. GEOLOGICAL SURVEY CAP
 MN0418'ON IRON PIPE EMBEDDED IN A SQUARE BLOCK OF CONCRETE.
 MN0418'THERE IS A TRIANGLE AND ALSO A CROSS MARKED ON CAP.  CROSS
 MN0418'MARKS CENTER AS USED.
 MN0418'
 MN0418'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION.
 MN0418'
 MN0418'REFERENCE MARK NO. 2 IS NORTHEAST OF STATION IN FENCE LINE.
 MN0418'
 MN0418'REFERENCE MARK NO. 3 IS SOUTH OF STATION.
 MN0418'
 MN0418'ALL MARKS SET 4 INCHES ABOVE GROUND.
 MN0418'
 MN0418'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.04 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0472 ***********************************************************************
 NM0472  DESIGNATION -  BLUE AZ MK
 NM0472  PID         -  NM0472
 NM0472  STATE/COUNTY-  NE/DAKOTA
 NM0472  USGS QUAD   -  HOMER (1976)
 NM0472
 NM0472                         *CURRENT SURVEY CONTROL
 NM0472  ___________________________________________________________________
 NM0472* NAD 83(1995)-  42 20 37.07926(N)    096 26 53.85696(W)     ADJUSTED  
 NM0472* NAVD 88     -       333.559  (meters)    1094.35   (feet)  ADJUSTED  
 NM0472  ___________________________________________________________________
 NM0472  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 NM0472  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 NM0472  DYNAMIC HT  -         333.451 (meters)    1094.00  (feet)  COMP
 NM0472  MODELED GRAV-     980,287.9   (mgal)                       NAVD 88
 NM0472
 NM0472  HORZ ORDER  -  THIRD
 NM0472  VERT ORDER  -  SECOND    CLASS 0
 NM0472
 NM0472.The horizontal coordinates were established by classical geodetic methods
 NM0472.and adjusted by the National Geodetic Survey in August 1997..
 NM0472
 NM0472.The orthometric height was determined by differential leveling
 NM0472.and adjusted by the National Geodetic Survey in June 1991..
 NM0472
 NM0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0472
 NM0472.The geoid height was determined by GEOID03.
 NM0472
 NM0472.The dynamic height is computed by dividing the NAVD 88
 NM0472.geopotential number by the normal gravity value computed on the
 NM0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0472.degrees latitude (g = 980.6199 gals.).
 NM0472
 NM0472.The modeled gravity was interpolated from observed gravity values.
 NM0472
 NM0472;                    North         East     Units Scale Factor Converg.
 NM0472;SPC NE       -   284,726.437   792,522.177   MT  0.99976553   +2 21 13.3
 NM0472;SPC IA N     - 1,097,943.258 1,257,108.898   MT  0.99996127   -1 59 53.5
 NM0472;UTM  14      - 4,691,084.347   710,192.022   MT  1.00014363   +1 43 09.8
 NM0472
 NM0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0472!SPC NE       -   0.99995176  x   0.99976553  =   0.99971730
 NM0472!SPC IA N     -   0.99995176  x   0.99996127  =   0.99991303
 NM0472!UTM  14      -   0.99995176  x   1.00014363  =   1.00009538
 NM0472
 NM0472                          SUPERSEDED SURVEY CONTROL
 NM0472
 NM0472  NAD 83(1986)-  42 20 37.08158(N)    096 26 53.85691(W) AD(       ) 3
 NM0472  NGVD 29 (??/??/92)  333.402  (m)         1093.84   (f) ADJ UNCH    2 0
 NM0472
 NM0472.Superseded values are not recommended for survey control.
 NM0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0472.See file dsdata.txt to determine how the superseded data were derived.
 NM0472
 NM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1019291084(NAD 83)
 NM0472_MARKER: DZ = AZIMUTH MARK DISK
 NM0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0472_SP_SET: CONCRETE POST
 NM0472_STAMPING: BLUE 1948
 NM0472_MARK LOGO: CGS   
 NM0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0472+STABILITY: SURFACE MOTION
 NM0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0472+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1985
 NM0472
 NM0472  HISTORY     - Date     Condition        Report By
 NM0472  HISTORY     - 1948     MONUMENTED       CGS
 NM0472  HISTORY     - 1949     GOOD             NGS
 NM0472  HISTORY     - 19850326 GOOD             NGS
 NM0472
 NM0472                          STATION DESCRIPTION
 NM0472
 NM0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0472'5.3 MI NE FROM HOMER.
 NM0472'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0472'THENCE 2.6 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.6 MILES
 NM0472'NORTH ALONG A GRADED DIRT ROAD, 0.1 MILE SOUTH OF A FARMHOUSE,
 NM0472'184.0 FEET NORTH OF THE CENTER OF A WIRE GATE, 30 FEET EAST OF
 NM0472'THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTH OF A POWER TRANSMISSION
 NM0472'LINE POLE, 1.4 FEET WEST OF THE RIGHT-OF-WAY FENCE, 1.4 FEET SOUTH
 NM0472'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 NM0472'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0472
 NM0472                          STATION RECOVERY (1985)
 NM0472
 NM0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NM0472'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 8.4 KM (5.2 MI) SOUTH
 NM0472'FROM DAKOTA CITY, 5.6 KM (3.5 MI) WEST FROM THE MISSOURI RIVER, 4.4
 NM0472'KM (2.7 MI) NORTHEAST FROM HOMER, 2.4 KM (1.5 MI) EAST FROM U.S.
 NM0472'HIGHWAY 77 AND ON THE EAST RIGHT-OF-WAY OF A GRADED COUNTY ROAD.
 NM0472'TO REACH FROM THE HOMER POST OFFICE, GO EAST ON THE MAIN STREET FOR
 NM0472'0.08 KM (0.05 MI) TO U.S. HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE
 NM0472'HIGHWAY FOR 1.45 KM (0.90 MI) TO A GRADED ROAD ON THE RIGHT.  TURN
 NM0472'RIGHT AND GO EAST FOR 1.29 KM (0.80 MI) TO A CURVE, LEFT AND NORTH.
 NM0472'CONTINUE NORTH FOR 0.4 KM (0.2 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 NM0472'AND GO EAST FOR 1.21 KM (0.75 MI) TO A CROSSROAD. TURN LEFT AND GO
 NM0472'NORTH FOR 0.80 KM (0.50 MI) TO THE MARK ON THE RIGHT.
 NM0472'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 NM0472'WITH THE GROUND SURFACE.  IT IS 22.25 M (73.00 FT) SOUTH FROM A POWER
 NM0472'POLE, 8.45 M (27.72 FT) EAST FROM THE CENTERLINE OF THE ROAD AND 0.23
 NM0472'M (0.75 FT) WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0384 ***********************************************************************
 LH0384  DESIGNATION -  BLUE HILL
 LH0384  PID         -  LH0384
 LH0384  STATE/COUNTY-  NE/WEBSTER
 LH0384  USGS QUAD   -  BLADEN (1969)
 LH0384
 LH0384                         *CURRENT SURVEY CONTROL
 LH0384  ___________________________________________________________________
 LH0384* NAD 83(1995)-  40 17 33.26437(N)    098 30 36.83476(W)     ADJUSTED  
 LH0384* NAVD 88     -       621.751  (meters)    2039.86   (feet)  ADJUSTED  
 LH0384  ___________________________________________________________________
 LH0384  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 LH0384  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 LH0384  DYNAMIC HT  -         621.375 (meters)    2038.63  (feet)  COMP
 LH0384  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 LH0384
 LH0384  HORZ ORDER  -  FIRST
 LH0384  VERT ORDER  -  FIRST     CLASS II
 LH0384
 LH0384.The horizontal coordinates were established by classical geodetic methods
 LH0384.and adjusted by the National Geodetic Survey in August 1997..
 LH0384
 LH0384.The orthometric height was determined by differential leveling
 LH0384.and adjusted by the National Geodetic Survey in June 1991..
 LH0384
 LH0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0384
 LH0384.The geoid height was determined by GEOID03.
 LH0384
 LH0384.The dynamic height is computed by dividing the NAVD 88
 LH0384.geopotential number by the normal gravity value computed on the
 LH0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0384.degrees latitude (g = 980.6199 gals.).
 LH0384
 LH0384.The modeled gravity was interpolated from observed gravity values.
 LH0384
 LH0384;                    North         East     Units Scale Factor Converg.
 LH0384;SPC NE       -    52,082.015   626,651.036   MT  0.99988053   +0 59 14.2
 LH0384;SPC KS N     -   217,641.286   356,610.776   MT  1.00012237   -0 19 22.2
 LH0384;UTM  14      - 4,460,345.890   541,627.572   MT  0.99962133   +0 19 00.2
 LH0384
 LH0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0384!SPC NE       -   0.99990651  x   0.99988053  =   0.99978705
 LH0384!SPC KS N     -   0.99990651  x   1.00012237  =   1.00002887
 LH0384!UTM  14      -   0.99990651  x   0.99962133  =   0.99952788
 LH0384
 LH0384:                Primary Azimuth Mark                     Grid Az
 LH0384:SPC NE       -  BLUE HILL MUNICIPAL STANDPIPE            047 34 05.1
 LH0384:SPC KS N     -  BLUE HILL MUNICIPAL STANDPIPE            048 52 41.5
 LH0384:UTM  14      -  BLUE HILL MUNICIPAL STANDPIPE            048 14 19.1
 LH0384
 LH0384|---------------------------------------------------------------------|
 LH0384| PID    Reference Object                     Distance      Geod. Az  |
 LH0384|                                                           dddmmss.s |
 LH0384| LH1189 BLUE HILL MUNICIPAL STANDPIPE       APPROX. 6.8 KM 0483319.3 |
 LH0384| LH1187 BLUE HILL TRINITY LUTH CHURCH       APPROX. 7.1 KM 0484910.8 |
 LH0384| CN7882 L 250 RESET                                        0922541.3 |
 LH0384| CN7881 L 250                                              0924803.3 |
 LH0384| CN7915 BLUE HILL RM 3                       46.248 METERS 19624     |
 LH0384| CN7914 BLUE HILL RM 1                       13.160 METERS 26915     |
 LH0384| LH1203 CAMPBELL MUNICIPAL STANDPIPE        APPROX.18.8 KM 2711146.0 |
 LH0384| LH1199 BLADEN MUNICIPAL TANK               APPROX. 8.0 KM 2930345.5 |
 LH0384|---------------------------------------------------------------------|
 LH0384
 LH0384                          SUPERSEDED SURVEY CONTROL
 LH0384
 LH0384  NAD 83(1986)-  40 17 33.27073(N)    098 30 36.83382(W) AD(       ) 1
 LH0384  NAD 27      -  40 17 33.21500(N)    098 30 35.61100(W) AD(       ) 1
 LH0384  NGVD 29 (??/??/92)  621.518  (m)         2039.10   (f) ADJ UNCH    1 2
 LH0384
 LH0384.Superseded values are not recommended for survey control.
 LH0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0384.See file dsdata.txt to determine how the superseded data were derived.
 LH0384
 LH0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4162860346(NAD 83)
 LH0384_MARKER: DS = TRIANGULATION STATION DISK
 LH0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0384_STAMPING: BLUE HILL 1898
 LH0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0384+STABILITY: SURFACE MOTION
 LH0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0384+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 LH0384
 LH0384  HISTORY     - Date     Condition        Report By
 LH0384  HISTORY     - 1898     MONUMENTED       CGS
 LH0384  HISTORY     - 1934     GOOD             NEGS
 LH0384  HISTORY     - 1935     GOOD             CGS
 LH0384  HISTORY     - 1947     GOOD             CGS
 LH0384  HISTORY     - 1947     GOOD             NGS
 LH0384  HISTORY     - 1951     GOOD             CGS
 LH0384  HISTORY     - 1959     GOOD             CGS
 LH0384  HISTORY     - 1962     GOOD             CGS
 LH0384  HISTORY     - 20051105 GOOD             NEDR
 LH0384
 LH0384                          STATION DESCRIPTION
 LH0384
 LH0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH0384'THIS STATION IS NEAR THE SOUTH CENTER OF SEC. 24, T. 4 N., R.
 LH0384'11 W., ON LAND OWNED BY PETER PAUGH.  IT IS ABOUT 2-1/2 MILES
 LH0384'SOUTH AND 3 MILES WEST OF THE TOWN OF BLUE HILL.  THE BEARINGS
 LH0384'AND DISTANCES TO CERTAIN POINTS ARE- TO THE STANDPIPE AT BLUE
 LH0384'HILL, N 58 DEG 33 MIN E, TO W.W. HOGATES WINDMILL,
 LH0384'S 20 DEG 36 MIN E, TO HOGATES HOUSE, S 11 DEG 49 MIN E, TO THE STONE
 LH0384'MARKING THE SOUTH CENTER OF SECTION 24, S 09 DEG 50 MIN E, 251.085
 LH0384'FEET, TO THE STONE MARKING NORTHWEST CORNER OF SECTION 24,
 LH0384'N 27 DEG 51 MIN W, TO THE WIRE FENCE, S 90 DEG W, 43.7 FEET.
 LH0384'SURFACE MARK IS A MARBLE POST 8 INCHES SQUARE AND ABOUT 2-1/2
 LH0384'FEET LONG, PLACED WITH ITS TOP FLUSH WITH THE GROUND, AND
 LH0384'HAVING TWO V-SHAPED GROOVES AT RIGHT ANGLES AND THE
 LH0384'LETTERS U.S.C.S. CUT IN ITS TOP.  UNDERGROUND MARK IS A STONE
 LH0384'MILK CROCK BURIED BOTTOM UPWARD ABOUT 3 FEET BELOW THE
 LH0384'SURFACE AND MARKED WITH A SMALL DRILL HOLE.
 LH0384
 LH0384                          STATION RECOVERY (1934)
 LH0384
 LH0384'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH0384'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 LH0384'
 LH0384'STATION IS 250 FEET NORTH OF APPROXIMATE LOCATION OF STONE
 LH0384'MARKING SOUTH CENTER OF SECTION 24, AND 43.7 FEET EAST OF STONE.
 LH0384'
 LH0384'THE VERMONT MARBLE SURFACE STONE WAS FOUND LYING ON ITS SIDE
 LH0384'ABOUT 1.3 FEET BELOW SURFACE OF GROUND, HEAD OF STONE
 LH0384'POINTING NORTH.  THE LETTERS R.P. WERE CHISELED ON SOUTH SIDE
 LH0384'OF STONE.  IT WAS THEN SET IN CONCRETE ALONG THE FENCE ROW,
 LH0384'43.12 FEET WEST OF TRIANGULATION POINT, AND IS NOW KNOWN AS
 LH0384'BM G-4.  THE CROCK MARKING THIS STATION WAS FOUND UNDISTURBED
 LH0384'3.5 FEET BELOW THE SURFACE.  FOUR IRON PIPE REFERENCE STAKES
 LH0384'WERE SET, MARKING THE TRIANGULATION POINT, AND 1 FOOT OF DIRT
 LH0384'WAS PLACED OVER THE CROCK.  A 2-FOOT WOODEN 4 BY 4 WAS SET IN
 LH0384'CONCRETE, AND THE EXACT POINT MARKED ON IT BY MEANS OF THE
 LH0384'REFERENCE STAKES.  A TACK NEAR THE CENTER OF THE 4 BY 4
 LH0384'MARKS THE TRIANGULATION POINT.
 LH0384
 LH0384                          STATION RECOVERY (1935)
 LH0384
 LH0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH0384'IN THE SW 1/4 SE 1/4 SEC. 24, T. 4 N., R. 11 W., A FEW YARDS
 LH0384'EAST OF THE TOP OF THE HIGHEST HILL IN THE VICINITY, ON LAND
 LH0384'OWNED BY MR. FRED WADEMAN AND FARMED BY HIS SON-IN-LAW, ALBERT
 LH0384'JESSKA, WHO LIVES 1/2 MILE EAST.  THE STATION WAS RE-MARKED WITH
 LH0384'SURFACE MARK 85 YARDS NORTH OF THE CENTER LINE OF THE ROAD,
 LH0384'AND 42.5 FEET DUE EAST OF THE RE-SET STONE POST THAT FORMERLY
 LH0384'MARKED THE STATION.  THIS STONE POST IS NOW IN THE FENCE LINE
 LH0384'85 YARDS NORTH OF THE CENTER LINE OF STATE HIGHWAY 4, SET
 LH0384'FLUSH WITH THE GROUND.
 LH0384'
 LH0384'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 281 AND STATE
 LH0384'HIGHWAY 3 IN RED CLOUD, GO NORTH ON U.S. HIGHWAY 281 FOR 6.0
 LH0384'MILES TO POINT WHERE U.S. HIGHWAY 281 TURNS RIGHT, OR EAST,
 LH0384'CONTINUE STRAIGHT AHEAD, NORTH, FOR 8.0 MILES TO CROSSROADS,
 LH0384'WITH CONOCO GASOLINE STATION IN NORTHEAST ANGLE, HERE TURN
 LH0384'RIGHT, OR EAST, ONTO STATE HIGHWAY 4 AND GO 0.5 MILE TO THE
 LH0384'STATION ON THE LEFT.
 LH0384'
 LH0384'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LH0384'CONCRETE.
 LH0384
 LH0384                          STATION RECOVERY (1947)
 LH0384
 LH0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH0384'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 LH0384'ONE REFERENCE MARK WAS PUT IN AT THE STATION AND A DIRECTION
 LH0384'WAS TAKEN TO A USC AND GS BENCH MARK WHICH WILL SERVE AS
 LH0384'AN AZIMUTH MARK FOR THE STATION.  A COMPLETE DESCRIPTION FOLLOWS.
 LH0384'
 LH0384'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH AND 3 MILES WEST
 LH0384'OF BLUE HILL ON THE SUMMIT OF A HIGH HILL.  THE MARK, STAMPED BLUE
 LH0384'HILL 1898, IS A STANDARD DISC SET IN CONCRETE 1 FOOT BELOW THE
 LH0384'SURFACE OF THE GROUND.  THE MARK IS 248.5 FEET NORTH OF THE
 LH0384'CENTER LINE OF U.S. HIGHWAY NO. 281 AND 43.2 FEET EAST OF A
 LH0384'NORTH-SOUTH WIRE FENCE IN AN AREA THAT IS NOW UNDER CULTIVATION.
 LH0384'
 LH0384'AN 8 INCH SQUARE MARBLE POST WITH THE LETTERS USCS CHISELED ON
 LH0384'THE TOP SERVES AS REFERENCE MARK NO 1.  THE MARK IS SET ALONG
 LH0384'A WIRE FENCE LINE AND IS 209 FEET NORTH OF A WIRE FENCE CORNER,
 LH0384'2 FEET SOUTH OF A WITNESS POST AND FLUSH WITH THE GROUND.
 LH0384'
 LH0384'REFERENCE MARK NO. 3, STAMPED BLUE HILL NO 3 1947, IS A STANDARD
 LH0384'REFERENCE MARK DISC SET IN CONCRETE THAT PROJECTS ABOUT 6 INCHES.
 LH0384'IT IS 103.5 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY NO.
 LH0384'281, 64 FEET NORTH OF A WIRE FENCE CORNER AND 1 FOOT EAST OF
 LH0384'A NORTH-SOUTH WIRE FENCE.
 LH0384'
 LH0384'A STANDARD USC AND GS BENCH MARK SERVES AS AN AZIMUTH MARK FOR
 LH0384'THE STATION.  THE MARK, STAMPED L 250, IS ABOUT 0.75 MILE EAST
 LH0384'OF THE STATION, 35 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 LH0384'NO. 281, 30 FEET EAST OF THE EAST END OF A WIRE GATE, 2 FEET
 LH0384'EAST OF A WITNESS POST, 1 FOOT SOUTH OF AN EAST-WEST WIRE
 LH0384'FENCE AND IS FLUSH WITH THE GROUND.
 LH0384'
 LH0384'TO REACH THE STATION FROM BLUE HILL, GO SOUTH ON U.S. HIGHWAY
 LH0384'NO. 281 FOR 3.0 MILES TO THE JUNCTION OF STATE HIGHWAY NO. 4.
 LH0384'TURN RIGHT, WEST, AND GO 2.5 MILES TO THE AZIMUTH MARK (BM L-250)
 LH0384'ON THE RIGHT, NORTH, SIDE OF ROAD, CONTINUE AHEAD FOR 0.75 MILE
 LH0384'TO THE STATION ON THE RIGHT, NORTH, SIDE OF ROAD IN CULTIVATED
 LH0384'FIELD.
 LH0384'
 LH0384'A 74 FOOT SIGNAL AT STATION BANGERT IS VG.
 LH0384'
 LH0384'A 4 FOOT SIGNAL AT STATION COWLES IS VG.
 LH0384'
 LH0384'A 74 FOOT SIGNAL AT STATION DARWIN IS VISIBLE AT 10 FEET.
 LH0384'
 LH0384'A 74 FOOT SIGNAL AT STATION BEEMAN IS VISIBLE AT 10 FEET.
 LH0384'
 LH0384'A 74 FOOT SIGNAL AT STATION COOPER 1898 IS VG.
 LH0384'
 LH0384'A 47 FOOT SIGNAL AT STATION REIHER IS V.G.
 LH0384'
 LH0384'A 74 FOOT SIGNAL AT STATION HERRICK 1898 IS VG.
 LH0384
 LH0384                          STATION RECOVERY (1947)
 LH0384
 LH0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 LH0384'6.5 MI SW FROM BLUE HILL.
 LH0384'0.4 MILE EAST ALONG A PAVED STREET FROM THE CHICAGO, BURLINGTON
 LH0384'AND QUINCY RAILWAY STATION AT BLUE HILL, THENCE 3.0 MILES SOUTH
 LH0384'ALONG U.S. HIGHWAY 281, THENCE 3.5 MILES WEST ALONG U.S.
 LH0384'HIGHWAY 281 AND STATE HIGHWAY 4, NORTH OF AND ACROSS THE HIGHWAY
 LH0384'FROM A LARGE FARMHOUSE OWNED BY W.E. LAMBORN, 249.0 FEET NORTH
 LH0384'OF THE CENTER LINE OF THE HIGHWAY, 43.3 FEET EAST OF A STONE
 LH0384'POST WITH A CROSS ON THE TOP (THIS POST FORMERLY MARKED THE
 LH0384'TRIANGULATION STATION BUT HAS BEEN RESET AND IS KNOWN AS BENCH
 LH0384'MARK G 4), SET IN THE TOP OF A CONCRETE POST APPROXIMATELY
 LH0384'14 INCHES BELOW THE SURFACE OF THE GROUND.
 LH0384
 LH0384                          STATION RECOVERY (1951)
 LH0384
 LH0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH0384'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3 AND
 LH0384'BENCH MARK L 250 (AZIMUTH MARK) WERE RECOVERED AND FOUND IN
 LH0384'GOOD CONDITION.
 LH0384'
 LH0384'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH0384'
 LH0384'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHWEST OF BLUE HILL.
 LH0384'IT IS 250.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 281, 43.0
 LH0384'FEET EAST OF A NORTH-SOUTH FENCE LINE, 42.0 FEET EAST OF A
 LH0384'WITNESS POST AND IN A CULTIVATED FIELD.  IT IS SET 14 INCHES
 LH0384'UNDERGROUND AND STAMPED BLUE HILL 1898.
 LH0384'
 LH0384'AN 8 INCH SQUARE MARBLE POST WITH THE LETTERS USCS AND A CROSS
 LH0384'CHISELED ON THE TOP SERVES AS REFERENCE MARK NO. 1.  IT IS 250.0
 LH0384'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 281, 2.0 FEET SOUTH OF
 LH0384'A WITNESS POST AND SET IN A NORTH-SOUTH FENCE LINE.  THE POST
 LH0384'IS SET FLUSH.
 LH0384'
 LH0384'REFERENCE MARK NO. 3 IS 105.0 FEET NORTH OF THE CENTER OF U.S.
 LH0384'HIGHWAY 281 AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 LH0384'IT PROJECTS 4 INCHES AND IS STAMPED BLUE HILL NO 3 1947.
 LH0384'
 LH0384'BENCH MARK L 250 WAS USED AS THE AZIMUTH MARK.  IT IS A STANDARD
 LH0384'U.S.C. AND G.S. BENCH MARK SET IN AN 8 INCH SQUARE CONCRETE
 LH0384'POST AND SET FLUSH.  IT IS 60.0 FEET EAST OF A POWER LINE POLE,
 LH0384'47.0 FEET EAST OF THE CENTER OF A WIRE GATE, 38.0 FEET NORTH
 LH0384'OF THE CENTER OF U.S. HIGHWAY 281 AND 3.0 FEET EAST OF A WITNESS
 LH0384'POST.  IT IS STAMPED L 250 1947.
 LH0384'
 LH0384'TO REACH THE STATION FROM THE POST OFFICE IN BLUE HILL, GO EAST
 LH0384'FOR 0.3 MILE TO U.S. HIGHWAY 281.  TURN RIGHT, SOUTH, FOR 2.7
 LH0384'MILES TO WHERE U.S. HIGHWAY 281 CURVES TO THE WEST.  TURN RIGHT,
 LH0384'WEST, ON U.S. HIGHWAY 281 FOR 2.6 MILES TO A WIRE GATE AND THE
 LH0384'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST FOR 0.8
 LH0384'MILE TO A NORTH-SOUTH FENCE LINE AND THE STATION ON THE RIGHT
 LH0384'AS DESCRIBED.
 LH0384
 LH0384                          STATION RECOVERY (1959)
 LH0384
 LH0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LH0384'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH0384'IN GOOD CONDITION.  THE 1947 DESCRIPTION BY R.L.E. IS ADEQUATE.
 LH0384'A NEW WITNESS POST SIGN WAS SET BY BENCH MARK L 250 WHICH
 LH0384'IS USED AS THE AZIMUTH MARK FOR THIS STATION.  A SHORT DESCRIPTION
 LH0384'FOR THIS MARK FOLLOWS.
 LH0384'
 LH0384'BENCH MARK L 250 USED AS THE AZIMUTH MARK IS 0.8 MILE EAST OF
 LH0384'THE STATION, 61 FEET EAST OF A POWER POLE, 43 FEET EAST OF THE
 LH0384'CENTER OF DRIVEWAY LEADING SOUTH TO FARM BUILDINGS, 38 FEET NORTH
 LH0384'OF THE CENTER OF U.S. HIGHWAY 281 AND STATE HIGHWAY 4, 30 FEET
 LH0384'EAST OF THE EAST END OF WIRE GATE, 1.5 FEET WEST OF A NEW
 LH0384'WITNESS SIGN POST, AND 1 FOOT SOUTH OF FENCE.  THE MARK IS FLUSH
 LH0384'WITH THE SURFACE OF THE GROUND AND THE STANDARD USC AND GS
 LH0384'BENCH MARK DISK IS STAMPED L 250 1947.  (NOTE- THIS MARK IS
 LH0384'2.2 MILES WEST ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY 4
 LH0384'FROM A POINT WHERE THE CHICAGO, BURLINGTON AND QUINCY RR
 LH0384'CROSSES THESE SAME HIGHWAYS.)
 LH0384
 LH0384                          STATION RECOVERY (1962)
 LH0384
 LH0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LH0384'STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1951 RECOVERY
 LH0384'NOTE AND ALL MARKS WERE FOUND IN GOOD CONDITION EXCEPT THE
 LH0384'AZIMUTH MARK (BENCH MARK L 250) WHICH HAD TO BE RESET DUE TO
 LH0384'ROAD CONSTRUCTION ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY 4.
 LH0384'A NEW DESCRIPTION FOR THE RESET MARK FOLLOWS-
 LH0384'
 LH0384'BENCH MARK L 250 RESET WAS USED AS THE AZIMUTH MARK FOR THIS
 LH0384'STATION, AND IS 0.75 MILE EAST OF THE STATION, NORTH ACROSS THE
 LH0384'HIGHWAY FROM A FARM DRIVEWAY TO THE SOUTH, 70 FEET NORTH OF THE
 LH0384'CENTERLINE OF U.S. HIGHWAY 281 AND STATE HIGHWAY 4, 5.5 FEET
 LH0384'WEST OF A POWER POLE WITH A GUY WIRE, AND 1 FOOT EAST OF A
 LH0384'WITNESS POST SIGN.  THE MARK 4 INCHES AND THE DISK IS STAMPED
 LH0384'L 250 1947 RESET 1962.
 LH0384
 LH0384                          STATION RECOVERY (2005)
 LH0384
 LH0384'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (GAT)
 LH0384'STATION WAS FOUND BY JERRY PENRY AND GENE THOMSEN IN GOOD CONDITION
 LH0384'1.5 FEET BELOW THE SURFACE OF A CULTIVATED FIELD, 250.4 FEET NORTH OF
 LH0384'THE CENTERLINE OF US HIGHWAY 284/4 AND 43 FEET EAST OF AN OLD
 LH0384'NORTH-SOUTH FENCE LINE RIDGE DIVIDING THE SE AND SW QUARTERS OF
 LH0384'SECTION 24, T4N, R11W.
 LH0384'THE STATION IS A STANDARD USC AND GS BRONZE DISK STAMPED BLUE HILL
 LH0384'1898 AND SET IN THE CENTER OF A 16 INCH DIAMETER CONCRETE MONUMENT. A
 LH0384'ONE-HALF INCH REINFORCING ROD 24 INCHES LONG WAS DRIVEN ON THE NORTH
 LH0384'SIDE OF THE MONUMENT.
 LH0384' 
 LH0384'TO REACH STATION BLUE HILL, FROM THE INTERSECTION OF NORTH-SOUTH US
 LH0384'HIGHWAY 281 AND EAST-WEST CASS STREET, LOCATED IN THE NORTHEASTERN
 LH0384'CORNER OF BLUE HILL NEBRASKA, GO SOUTH ON HIGHWAY 281 FOR 3.0 MILES TO
 LH0384'THE JUNCTION WITH STATE HIGHWAY 4. GO WEST 3.5 MILES ON US HIGHWAY
 LH0384'281/4 TO THE STATION LOCATED ON A SMALL HILL 250.4 FEET NORTH OF THE
 LH0384'CENTERLINE OF THE HIGHWAY.
 LH0384' 
 LH0384'SETTING ON THE MARK BLUE HILL, WE MEASURED DISTANCES USING A EDM AND
 LH0384'TURNED ANGLES TO NEARBY STATIONS WITH AN ASSUMED ANGLE OF 00 DEGREES
 LH0384'00 MINUTES, 00 SECONDS TO BENCHMARK L-250 RESET WHICH IS EASTERLY
 LH0384'4107.49 FEET TO L-250 RESET, ANGLE 0 DEGREES 0 MIN. 0 SECONDS.
 LH0384' 
 LH0384'THENCE SSW 151.78 FEET TO REFERENCE MARK NO. 3 ANGLE BENING 103 DEG.
 LH0384'58 MIN. 38 SEC. THENCE WEST 43.27 FEET TO BENCMARK G 4 ANGLE 176 DEG.
 LH0384'49 MIN. 53 SEC. THENCE NW 4277.50 FEET TO USC AND GS AND SS BENCHMARK
 LH0384'NO 361 ANGEL 229 DEG. 34 MIN. 47 SEC.
 LH0384' 
 LH0384' 
 LH0384'REFERENCE MARK NO.1 IS AN 8 INCH SQUARE WHITE MARBLE POST DESIGNATED
 LH0384'AS USC AND GS GENCHMARK G4 AND ENGRAVED WITH CROSSCUT LINES AND THE
 LH0384'LETTERS USCS ON THE TOP.
 LH0384'IT WAS FOUND IN GOOD CONDITION 1 FOOT BELOW THE SURFACE IN A RIDGE
 LH0384'WHERE THE FORMER NORTH-SOUTH FENCE WAS LOCATED AND 250 FEET NORTH OF
 LH0384'THE CENTERLINE OF THE HIGHWAY. MEASURED DISTANCES BY EDM TO NEARBY
 LH0384'STATIONS ARE EAST 43.27 FEET TO TRIANGULATION STATION BLUE HILL AND
 LH0384'SOUTH 145.04 FEET TO REFERENCE MARK NO. 3.
 LH0384' 
 LH0384' 
 LH0384' 
 LH0384' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1189 ***********************************************************************
 LH1189  DESIGNATION -  BLUE HILL MUNICIPAL STANDPIPE
 LH1189  PID         -  LH1189
 LH1189  STATE/COUNTY-  NE/WEBSTER
 LH1189  USGS QUAD   -  BLUE HILL (1969)
 LH1189
 LH1189                         *CURRENT SURVEY CONTROL
 LH1189  ___________________________________________________________________
 LH1189* NAD 83(1995)-  40 19 58.90874(N)    098 27 01.22179(W)     ADJUSTED  
 LH1189* NAVD 88     -                                                        
 LH1189  ___________________________________________________________________
 LH1189  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 LH1189  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 LH1189
 LH1189  HORZ ORDER  -  THIRD
 LH1189
 LH1189.The horizontal coordinates were established by classical geodetic methods
 LH1189.and adjusted by the National Geodetic Survey in August 1997..
 LH1189
 LH1189
 LH1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1189
 LH1189.The geoid height was determined by GEOID03.
 LH1189
 LH1189;                    North         East     Units Scale Factor Converg.
 LH1189;SPC NE       -    56,662.569   631,661.692   MT  0.99986602   +1 01 37.0
 LH1189;UTM  14      - 4,464,866.335   546,690.254   MT  0.99962683   +0 21 20.7
 LH1189
 LH1189                          SUPERSEDED SURVEY CONTROL
 LH1189
 LH1189  NAD 83(1986)-  40 19 58.91503(N)    098 27 01.22074(W) AD(       ) 4
 LH1189  NAD 27      -  40 19 58.86100(N)    098 27 00.01100(W) AD(       ) 3
 LH1189
 LH1189.Superseded values are not recommended for survey control.
 LH1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1189.See file dsdata.txt to determine how the superseded data were derived.
 LH1189
 LH1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4669064866(NAD 83)
 LH1189_MARKER: 52 = STANDPIPE TANK
 LH1189
 LH1189  HISTORY     - Date     Condition        Report By
 LH1189  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1189  HISTORY     - 1935     GOOD             CGS
 LH1189  HISTORY     - 1947     GOOD             CGS
 LH1189  HISTORY     - 1951     GOOD             CGS
 LH1189  HISTORY     - 1980     GOOD             NGS
 LH1189
 LH1189                          STATION DESCRIPTION
 LH1189
 LH1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1189'THE ORIGINAL STANDPIPE, ERECTED BEFORE 1890, IS STILL STANDING.
 LH1189
 LH1189                          STATION RECOVERY (1947)
 LH1189
 LH1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1189'IT IS LOCATED IN THE NORTHWEST SECTION OF THE BUSINESS DISTRICT,
 LH1189'145 FEET NORTH OF THE WEST END OF MAIN ST. AND 141 FEET
 LH1189'NORTHEAST OF THE NORTHEAST CORNER OF THE DEPOT.  IT IS A
 LH1189'CYLINDRICAL STEEL STRUCTURE WITH A STEEL DESIGNED RAILING AROUND
 LH1189'THE TOP.  IT IS 12 FEET IN DIAMETER AND 112 FEET IN HEIGHT.  THE
 LH1189'CENTER OF THE STANDPIPE WAS THE POINT OBSERVED UPON.
 LH1189'
 LH1189'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LH1189
 LH1189                          STATION RECOVERY (1951)
 LH1189
 LH1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1189'THE STATION IS LOCATED 150 FEET NORTHEAST OF THE DEPOT AND AT THE
 LH1189'WEST EDGE OF BLUE HILL.  IT IS A CYLINDRICAL STEEL STRUCTURE WITH
 LH1189'A FLAT TOP ROOF AND SET ON AN 8 SIDED CONCRETE BASE.  IT HAS AN
 LH1189'OVERALL HEIGHT OF ABOUT 110 FEET AND 12 FEET IN DIAMETER.
 LH1189'THE TANK IS PAINTED SILVER AND HAS THE BLACK LETTERING BLUE HILL
 LH1189'ON THE EAST SIDE.
 LH1189'
 LH1189'THE TOP AND CENTER OF THE TANK WAS OBSERVED.
 LH1189
 LH1189                          STATION RECOVERY (1980)
 LH1189
 LH1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1189'THE STATION, BLUE HILL MUNICIPAL STANDPIPE, WAS RECOVERED IN GOOD
 LH1189'CONDITION AND AS PREVIOUSLY DESCRIBED IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1188 ***********************************************************************
 LH1188  DESIGNATION -  BLUE HILL SCHOOLHOUSE CUPOLA
 LH1188  PID         -  LH1188
 LH1188  STATE/COUNTY-  NE/WEBSTER
 LH1188  USGS QUAD   -  BLUE HILL (1969)
 LH1188
 LH1188                         *CURRENT SURVEY CONTROL
 LH1188  ___________________________________________________________________
 LH1188* NAD 83(1995)-  40 19 43.74024(N)    098 27 00.52417(W)     ADJUSTED  
 LH1188* NAVD 88     -                                                        
 LH1188  ___________________________________________________________________
 LH1188  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 LH1188  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 LH1188
 LH1188  HORZ ORDER  -  THIRD
 LH1188
 LH1188.The horizontal coordinates were established by classical geodetic methods
 LH1188.and adjusted by the National Geodetic Survey in August 1997..
 LH1188
 LH1188
 LH1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1188
 LH1188.The geoid height was determined by GEOID03.
 LH1188
 LH1188;                    North         East     Units Scale Factor Converg.
 LH1188;SPC NE       -    56,195.133   631,686.539   MT  0.99986751   +1 01 37.5
 LH1188;UTM  14      - 4,464,398.753   546,709.620   MT  0.99962686   +0 21 21.1
 LH1188
 LH1188                          SUPERSEDED SURVEY CONTROL
 LH1188
 LH1188  NAD 83(1986)-  40 19 43.74645(N)    098 27 00.52297(W) AD(       ) 4
 LH1188  NAD 27      -  40 19 43.70000(N)    098 26 59.30700(W) AD(       ) 3
 LH1188
 LH1188.Superseded values are not recommended for survey control.
 LH1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1188.See file dsdata.txt to determine how the superseded data were derived.
 LH1188
 LH1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4671064399(NAD 83)
 LH1188_MARKER: 86 = CUPOLA
 LH1188
 LH1188  HISTORY     - Date     Condition        Report By
 LH1188  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1188  HISTORY     - 1935     GOOD             CGS
 LH1188
 LH1188                          STATION DESCRIPTION
 LH1188
 LH1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1188'THE OLD SCHOOL BUILDING AT BLUE HILL WAS REMOVED AND A NEW
 LH1188'BUILDING ERECTED IN 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1187 ***********************************************************************
 LH1187  DESIGNATION -  BLUE HILL TRINITY LUTH CHURCH
 LH1187  PID         -  LH1187
 LH1187  STATE/COUNTY-  NE/WEBSTER
 LH1187  USGS QUAD   -  BLUE HILL (1969)
 LH1187
 LH1187                         *CURRENT SURVEY CONTROL
 LH1187  ___________________________________________________________________
 LH1187* NAD 83(1995)-  40 20 05.23004(N)    098 26 49.74962(W)     ADJUSTED  
 LH1187* NAVD 88     -                                                        
 LH1187  ___________________________________________________________________
 LH1187  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 LH1187  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 LH1187
 LH1187  HORZ ORDER  -  THIRD
 LH1187
 LH1187.The horizontal coordinates were established by classical geodetic methods
 LH1187.and adjusted by the National Geodetic Survey in August 1997..
 LH1187
 LH1187
 LH1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1187
 LH1187.The geoid height was determined by GEOID03.
 LH1187
 LH1187;                    North         East     Units Scale Factor Converg.
 LH1187;SPC NE       -    56,862.348   631,928.910   MT  0.99986540   +1 01 44.6
 LH1187;UTM  14      - 4,465,062.923   546,959.730   MT  0.99962714   +0 21 28.2
 LH1187
 LH1187                          SUPERSEDED SURVEY CONTROL
 LH1187
 LH1187  NAD 83(1986)-  40 20 05.23649(N)    098 26 49.74849(W) AD(       ) 4
 LH1187  NAD 27      -  40 20 05.18300(N)    098 26 48.53500(W) AD(       ) 3
 LH1187
 LH1187.Superseded values are not recommended for survey control.
 LH1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1187.See file dsdata.txt to determine how the superseded data were derived.
 LH1187
 LH1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4696065063(NAD 83)
 LH1187_MARKER: 91 = CHURCH CROSS
 LH1187
 LH1187  HISTORY     - Date     Condition        Report By
 LH1187  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1187
 LH1187                          STATION DESCRIPTION
 LH1187
 LH1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1187'THE STATION IS LOCATED AT THE NORTH EDGE OF BLUE HILL, 50 FEET
 LH1187'NORTH OF AN EAST-WEST STREET AND 50 FEET EAST OF A NORTH-SOUTH
 LH1187'STREET.  THE OVERALL HEIGHT IS ABOUT 75 FEET.
 LH1187'
 LH1187'THE CROSS AT THE APEX OF THE SPIRE WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0470 ***********************************************************************
 NM0470  DESIGNATION -  BLUE RM 1
 NM0470  PID         -  NM0470
 NM0470  STATE/COUNTY-  NE/DAKOTA
 NM0470  USGS QUAD   -  HOMER (1976)
 NM0470
 NM0470                         *CURRENT SURVEY CONTROL
 NM0470  ___________________________________________________________________
 NM0470* NAD 83(1986)-  42 20 20.     (N)    096 26 54.     (W)     SCALED    
 NM0470* NAVD 88     -       332.912  (meters)    1092.23   (feet)  ADJUSTED  
 NM0470  ___________________________________________________________________
 NM0470  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 NM0470  DYNAMIC HT  -         332.804 (meters)    1091.87  (feet)  COMP
 NM0470  MODELED GRAV-     980,287.4   (mgal)                       NAVD 88
 NM0470
 NM0470  VERT ORDER  -  SECOND    CLASS 0
 NM0470
 NM0470.The horizontal coordinates were scaled from a topographic map and have
 NM0470.an estimated accuracy of +/- 6 seconds.
 NM0470
 NM0470.The orthometric height was determined by differential leveling
 NM0470.and adjusted by the National Geodetic Survey in June 1991..
 NM0470
 NM0470.The geoid height was determined by GEOID03.
 NM0470
 NM0470.The dynamic height is computed by dividing the NAVD 88
 NM0470.geopotential number by the normal gravity value computed on the
 NM0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0470.degrees latitude (g = 980.6199 gals.).
 NM0470
 NM0470.The modeled gravity was interpolated from observed gravity values.
 NM0470
 NM0470;                    North         East    Units  Estimated Accuracy
 NM0470;SPC NE       -   284,200.      792,540.      MT  (+/- 180 meters Scaled)
 NM0470
 NM0470                          SUPERSEDED SURVEY CONTROL
 NM0470
 NM0470  NGVD 29 (??/??/92)  332.755  (m)         1091.71   (f) ADJ UNCH    2 0
 NM0470
 NM0470.Superseded values are not recommended for survey control.
 NM0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0470.See file dsdata.txt to determine how the superseded data were derived.
 NM0470
 NM0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM102905(NAD 83)
 NM0470_MARKER: DR = REFERENCE MARK DISK
 NM0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0470_SP_SET: CONCRETE POST
 NM0470_STAMPING: BLUE NO 1 1948
 NM0470_MARK LOGO: CGS   
 NM0470_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0470+STABILITY: SURFACE MOTION
 NM0470
 NM0470  HISTORY     - Date     Condition        Report By
 NM0470  HISTORY     - 1948     MONUMENTED       CGS
 NM0470  HISTORY     - 1949     GOOD             NGS
 NM0470  HISTORY     - 19850325 SEE DESCRIPTION  NGS
 NM0470
 NM0470                          STATION DESCRIPTION
 NM0470
 NM0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0470'5 MI NE FROM HOMER.
 NM0470'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0470'THENCE 2.6 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.3 MILES
 NM0470'NORTH ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF MARRY K.
 NM0470'LEBAHN, 154 FEET WEST OF THE CENER LINE OF THE NORTH-SOUTH ROAD,
 NM0470'9 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 113.5
 NM0470'FEET SOUTHWEST OF TRIANGULATION STATION BLUE 1948, 1.0 FOOT SOUTH
 NM0470'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 NM0470'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 NM0470
 NM0470                          STATION RECOVERY (1985)
 NM0470
 NM0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NM0470'THE MARK WAS SEARCHED FOR AND NOT FOUND.  A DIRECT ANGLE WAS TURNED TO
 NM0470'THE MARKS LOCATION AND THE DISTANCE MEASURED TO IT, WITH NO RESULTS.
 NM0470'IT IS PRESUMED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0471 ***********************************************************************
 NM0471  DESIGNATION -  BLUE RM 2
 NM0471  PID         -  NM0471
 NM0471  STATE/COUNTY-  NE/DAKOTA
 NM0471  USGS QUAD   -  HOMER (1976)
 NM0471
 NM0471                         *CURRENT SURVEY CONTROL
 NM0471  ___________________________________________________________________
 NM0471* NAD 83(1986)-  42 20 20.     (N)    096 26 54.     (W)     SCALED    
 NM0471* NAVD 88     -       333.194  (meters)    1093.15   (feet)  ADJUSTED  
 NM0471  ___________________________________________________________________
 NM0471  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 NM0471  DYNAMIC HT  -         333.086 (meters)    1092.80  (feet)  COMP
 NM0471  MODELED GRAV-     980,287.4   (mgal)                       NAVD 88
 NM0471
 NM0471  VERT ORDER  -  SECOND    CLASS 0
 NM0471
 NM0471.The horizontal coordinates were scaled from a topographic map and have
 NM0471.an estimated accuracy of +/- 6 seconds.
 NM0471
 NM0471.The orthometric height was determined by differential leveling
 NM0471.and adjusted by the National Geodetic Survey in June 1991..
 NM0471
 NM0471.The geoid height was determined by GEOID03.
 NM0471
 NM0471.The dynamic height is computed by dividing the NAVD 88
 NM0471.geopotential number by the normal gravity value computed on the
 NM0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0471.degrees latitude (g = 980.6199 gals.).
 NM0471
 NM0471.The modeled gravity was interpolated from observed gravity values.
 NM0471
 NM0471;                    North         East    Units  Estimated Accuracy
 NM0471;SPC NE       -   284,200.      792,540.      MT  (+/- 180 meters Scaled)
 NM0471
 NM0471                          SUPERSEDED SURVEY CONTROL
 NM0471
 NM0471  NGVD 29 (??/??/92)  333.037  (m)         1092.64   (f) ADJ UNCH    2 0
 NM0471
 NM0471.Superseded values are not recommended for survey control.
 NM0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0471.See file dsdata.txt to determine how the superseded data were derived.
 NM0471
 NM0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM102905(NAD 83)
 NM0471_MARKER: DR = REFERENCE MARK DISK
 NM0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0471_SP_SET: CONCRETE POST
 NM0471_STAMPING: BLUE NO 2 1948
 NM0471_MARK LOGO: CGS   
 NM0471_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0471+STABILITY: SURFACE MOTION
 NM0471
 NM0471  HISTORY     - Date     Condition        Report By
 NM0471  HISTORY     - 1948     MONUMENTED       CGS
 NM0471  HISTORY     - 1949     GOOD             NGS
 NM0471  HISTORY     - 19850325 GOOD             NGS
 NM0471
 NM0471                          STATION DESCRIPTION
 NM0471
 NM0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0471'5 MI NE FROM HOMER.
 NM0471'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0471'THENCE 2.6 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.3 MILES
 NM0471'NORTH ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF MARRY K.
 NM0471'LEBAHN, 81 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0471'ROAD, 43.0 FEET SOUTHWEST OF A FENCE CORNER POST, 14.0 FEET
 NM0471'SOUTH OF A FENCE, 165.3 FEET NORTH OF TRIANGULATION STATION BLUE
 NM0471'1948, 1.2 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF
 NM0471'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0471
 NM0471                          STATION RECOVERY (1985)
 NM0471
 NM0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NM0471'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 8.8 KM (5.5 MI) SOUTH
 NM0471'FROM DAKOTA CITY, 3.6 KM (2.2 MI) NORTHEAST FROM HOMER, 2.4 KM
 NM0471'(1.5 MI) EAST FROM U.S. HIGHWAY 77 AND ON PROPERTY OWNED BY MR. AND
 NM0471'MRS. WILBUR QUICK, RURAL ROUTE 1, BOX 707, DAKOTA CITY, NEBRASKA
 NM0471'68731.  TELEPHONE 402 987 3879.
 NM0471'TO REACH FROM THE HOMER POST OFFICE, GO EAST ON THE MAIN STREET FOR
 NM0471'0.08 KM (0.05 MI) TO U.S. HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE
 NM0471'HIGHWAY FOR 1.45 KM (0.90 MI) TO A GRADED ROAD ON THE RIGHT.  TURN
 NM0471'RIGHT AND GO EAST FOR 1.29 KM (0.80 MI) TO A CURVE LEFT AND NORTH.
 NM0471'CONTINUE NORTH FOR 0.40 KM (0.25 MI) TO A SIDE ROAD RIGHT.  TURN
 NM0471'RIGHT AND GO EAST FOR 1.21 KM (0.75 MI) TO A CROSSROAD. TURN LEFT AND
 NM0471'GO NORTH FOR 0.32 KM (0.20 MI) TO THE DRIVEWAY TO THE QUICK HOUSE AND
 NM0471'THE MARK ON THE LEFT.
 NM0471'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 NM0471'ABOUT 0.010 M (0.033 FT) ABOVE THE GROUND SURFACE.  IT IS 65.4 M
 NM0471'(214.6 FT) NORTH FROM THE CENTERLINE OF THE DRIVEWAY AND 22.2 M
 NM0471'(72.8 FT) WEST FROM THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM2003 ***********************************************************************
 NM2003  DESIGNATION -  BLUE RM 3
 NM2003  PID         -  NM2003
 NM2003  STATE/COUNTY-  NE/DAKOTA
 NM2003  USGS QUAD   -  HOMER (1976)
 NM2003
 NM2003                         *CURRENT SURVEY CONTROL
 NM2003  ___________________________________________________________________
 NM2003* NAD 83(1986)-  42 20 20.     (N)    096 26 54.     (W)     SCALED    
 NM2003* NAVD 88     -       333.07   (meters)    1092.7    (feet)  RESET     
 NM2003  ___________________________________________________________________
 NM2003  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 NM2003
 NM2003  VERT ORDER  -  THIRD
 NM2003
 NM2003.The horizontal coordinates were scaled from a topographic map and have
 NM2003.an estimated accuracy of +/- 6 seconds.
 NM2003
 NM2003.The orthometric height was computed from unverified reset data.
 NM2003.No vertical observational check was made to the station.
 NM2003
 NM2003.The geoid height was determined by GEOID03.
 NM2003
 NM2003;                    North         East    Units  Estimated Accuracy
 NM2003;SPC NE       -   284,200.      792,540.      MT  (+/- 180 meters Scaled)
 NM2003
 NM2003                          SUPERSEDED SURVEY CONTROL
 NM2003
 NM2003  NGVD 29 (08/02/06)  332.91   (m)         1092.2    (f) RESET       3  
 NM2003
 NM2003.Superseded values are not recommended for survey control.
 NM2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2003.See file dsdata.txt to determine how the superseded data were derived.
 NM2003
 NM2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM102905(NAD 83)
 NM2003_MARKER: DR = REFERENCE MARK DISK
 NM2003_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM2003_SP_SET: CONCRETE FOUNDATION, GRAIN BIN
 NM2003_STAMPING: BLUE 1948 NO 3 1985
 NM2003_MARK LOGO: NGS   
 NM2003_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2003+STABILITY: SURFACE MOTION
 NM2003
 NM2003  HISTORY     - Date     Condition        Report By
 NM2003  HISTORY     - 1985     MONUMENTED       NGS
 NM2003
 NM2003                          STATION DESCRIPTION
 NM2003
 NM2003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NM2003'53.6 M (175.9 FT) NORTH FROM THE CENTERLINE OF THE DRIVEWAY TO THE
 NM2003'WILBUR QUICK FARM HOUSE, 37.88 M (124.28 FT) NORTH FROM THE
 NM2003'TRIANGULATION STATION, 17.4 M (57.1 FT) WEST FROM THE CENTERLINE OF
 NM2003'THE COUNTY ROAD AND, IN THE EAST EDGE OF THE CONCRETE FOUNDATION FOR
 NM2003'A ROUND METAL GRAIN STORAGE BIN.
 NM2003'THE MARK IS LOCATED, ABOUT 8.8 KM (5.5 MI) SOUTH FROM DAKOTA CITY, 3.6
 NM2003'KM (2.2 MI) NORTHEAST FROM HOMER, 2.4 KM (1.5 MI) EAST FROM U.S.
 NM2003'HIGHWAY 77 AND ON PROPERTY OWNED BY MR. AND MRS. WILBUR QUICK, RURAL
 NM2003'ROUTE 1, BOX 707, DAKOTA CITY, NEBRASKA  68731. TELEPHONE 402 987
 NM2003'3879.
 NM2003'TO REACH FROM THE HOMER POST OFFICE, GO EAST ON THE MAIN STREET FOR
 NM2003'0.08 KM (0.05 MI) TO U.S. HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE
 NM2003'HIGHWAY FOR 1.45 KM (0.90 MI) TO A GRADED ROAD ON THE RIGHT.  TURN
 NM2003'RIGHT AND GO EAST FOR 1.29 KM (0.80 MI) TO A CURVE LEFT AND NORTH.
 NM2003'CONTINUE NORTH FOR 0.40 KM (0.25 MI) TO A SIDE ROAD RIGHT.  TURN
 NM2003'RIGHT AND GO EAST FOR 1.21 KM (0.75 MI) TO A CROSSROAD. TURN LEFT AND
 NM2003'GO NORTH FOR 0.32 KM (0.20 MI) TO THE DRIVEWAY TO THE QUICK HOUSE AND
 NM2003'THE MARK ON THE LEFT.
 NM2003'THE DISK IS CEMENTED INTO A DRILLED HOLE IN THE EAST SIDE OF THE
 NM2003'CONCRETE FOUNDATION FOR A ROUND, METAL GRAIN BIN.  IT IS 53.6 M
 NM2003'(175.9 FT) NORTH FROM THE CENTERLINE OF THE DRIVEWAY AND 17.4 M
 NM2003'(57.1 FT) WEST FROM THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM2004 ***********************************************************************
 NM2004  DESIGNATION -  BLUE RM 4
 NM2004  PID         -  NM2004
 NM2004  STATE/COUNTY-  NE/DAKOTA
 NM2004  USGS QUAD   -  HOMER (1976)
 NM2004
 NM2004                         *CURRENT SURVEY CONTROL
 NM2004  ___________________________________________________________________
 NM2004* NAD 83(1986)-  42 20 20.     (N)    096 26 54.     (W)     SCALED    
 NM2004* NAVD 88     -       333.16   (meters)    1093.0    (feet)  RESET     
 NM2004  ___________________________________________________________________
 NM2004  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 NM2004
 NM2004  VERT ORDER  -  THIRD
 NM2004
 NM2004.The horizontal coordinates were scaled from a topographic map and have
 NM2004.an estimated accuracy of +/- 6 seconds.
 NM2004
 NM2004.The orthometric height was computed from unverified reset data.
 NM2004.No vertical observational check was made to the station.
 NM2004
 NM2004.The geoid height was determined by GEOID03.
 NM2004
 NM2004;                    North         East    Units  Estimated Accuracy
 NM2004;SPC NE       -   284,200.      792,540.      MT  (+/- 180 meters Scaled)
 NM2004
 NM2004                          SUPERSEDED SURVEY CONTROL
 NM2004
 NM2004  NGVD 29 (08/02/06)  333.00   (m)         1092.5    (f) RESET       3  
 NM2004
 NM2004.Superseded values are not recommended for survey control.
 NM2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2004.See file dsdata.txt to determine how the superseded data were derived.
 NM2004
 NM2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM102905(NAD 83)
 NM2004_MARKER: DR = REFERENCE MARK DISK
 NM2004_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM2004_SP_SET: CONCRETE FOUNDATION, CORN CRIB
 NM2004_STAMPING: BLUE 1948 NO 4 1985
 NM2004_MARK LOGO: NGS   
 NM2004_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2004+STABILITY: SURFACE MOTION
 NM2004
 NM2004  HISTORY     - Date     Condition        Report By
 NM2004  HISTORY     - 1985     MONUMENTED       NGS
 NM2004
 NM2004                          STATION DESCRIPTION
 NM2004
 NM2004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NM2004'AT THE SITE OF TRIANGULATION STATION BLUE 1948, 37.8 M (124.0 FT)
 NM2004'WEST FROM THE CENTERLINE OF THE COUNTY ROAD, 20.68 M (67.85 FT) WEST
 NM2004'FROM THE TRIANGULATION STATION, 17.7 M (58.1 FT) NORTH FROM THE
 NM2004'CENTERLINE OF THE DRIVEWAY TO THE WILBUR QUICK FARM HOUSE, IN THE
 NM2004'EAST EDGE OF THE CONCRETE FOUNDATION FOR A ROUND WIRE MESH CORN CRIB.
 NM2004'THE MARK IS LOCATED, ABOUT 8.8 KM (5.5 MI) SOUTH FROM DAKOTA CITY, 3.6
 NM2004'KM (2.2 MI) NORTHEAST FROM HOMER, 2.4 KM (1.5 MI) EAST FROM U.S.
 NM2004'HIGHWAY 77 AND ON PROPERTY OWNED BY MR. AND MRS. WILBUR QUICK, RURAL
 NM2004'ROUTE 1, BOX 707, DAKOTA CITY, NEBRASKA  68731. TELEPHONE 402 987
 NM2004'3879.
 NM2004'TO REACH FROM THE HOMER POST OFFICE, GO EAST ON THE MAIN STREET FOR
 NM2004'0.08 KM (0.05 MI) TO U.S. HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE
 NM2004'HIGHWAY FOR 1.45 KM (0.90 MI) TO A GRADED ROAD ON THE RIGHT.  TURN
 NM2004'RIGHT AND GO EAST FOR 1.29 KM (0.80 MI) TO A CURVE LEFT AND NORTH.
 NM2004'CONTINUE NORTH FOR 0.40 KM (0.25 MI) TO A SIDE ROAD RIGHT.  TURN
 NM2004'RIGHT AND GO EAST FOR 1.21 KM (0.75 MI) TO A CROSSROAD. TURN LEFT AND
 NM2004'GO NORTH FOR 0.32 KM (0.20 MI) TO THE DRIVEWAY TO THE QUICK HOUSE AND
 NM2004'THE MARK ON THE LEFT.
 NM2004'THE DISK IS CEMENTED INTO A DRILLED HOLE IN THE EAST SIDE OF THE
 NM2004'CONCRETE FOUNDATION FOR A ROUND, WIRE-MESHED CORN CRIB.  IT IS 37.8 M
 NM2004'(124.0 FT) WEST FROM THE CENTERLINE OF THE ROAD AND 17.7 M (58.1 FT)
 NM2004'NORTH FROM THE CENTERLINE OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1933 ***********************************************************************
 MK1933  DESIGNATION -  BLUFF
 MK1933  PID         -  MK1933
 MK1933  STATE/COUNTY-  NE/NANCE
 MK1933  USGS QUAD   -  FULLERTON (1958)
 MK1933
 MK1933                         *CURRENT SURVEY CONTROL
 MK1933  ___________________________________________________________________
 MK1933* NAD 83(1995)-  41 22 09.41648(N)    097 59 16.10175(W)     ADJUSTED  
 MK1933* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 MK1933  ___________________________________________________________________
 MK1933  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 MK1933  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 MK1933
 MK1933  HORZ ORDER  -  THIRD
 MK1933
 MK1933.The horizontal coordinates were established by classical geodetic methods
 MK1933.and adjusted by the National Geodetic Survey in August 1997..
 MK1933
 MK1933.The orthometric height was scaled from a topographic map.
 MK1933
 MK1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1933
 MK1933.The geoid height was determined by GEOID03.
 MK1933
 MK1933;                    North         East     Units Scale Factor Converg.
 MK1933;SPC NE       -   172,487.466   668,275.701   MT  0.99966142   +1 20 00.5
 MK1933;UTM  14      - 4,580,246.431   584,650.735   MT  0.99968819   +0 40 08.4
 MK1933
 MK1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1933!SPC NE       -   0.99991760  x   0.99966142  =   0.99957905
 MK1933!UTM  14      -   0.99991760  x   0.99968819  =   0.99960582
 MK1933
 MK1933|---------------------------------------------------------------------|
 MK1933| PID    Reference Object                     Distance      Geod. Az  |
 MK1933|                                                           dddmmss.s |
 MK1933| CN7918 BLUFF RM 1                           15.483 METERS 12741     |
 MK1933| MK1934 PEREGRINE                           APPROX. 8.1 KM 1793757.5 |
 MK1933| CN7919 BLUFF RM 2                           13.878 METERS 28509     |
 MK1933| CN7916 BLUFF AZ MK                                        3013510.2 |
 MK1933|---------------------------------------------------------------------|
 MK1933
 MK1933                          SUPERSEDED SURVEY CONTROL
 MK1933
 MK1933  NAD 83(1986)-  41 22 09.42255(N)    097 59 16.10616(W) AD(       ) 3
 MK1933  NAD 27      -  41 22 09.36600(N)    097 59 14.89400(W) AD(       ) 3
 MK1933
 MK1933.Superseded values are not recommended for survey control.
 MK1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1933.See file dsdata.txt to determine how the superseded data were derived.
 MK1933
 MK1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8465180246(NAD 83)
 MK1933_MARKER: DD = SURVEY DISK
 MK1933_SETTING: 0 = UNSPECIFIED SETTING
 MK1933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1933
 MK1933  HISTORY     - Date     Condition        Report By
 MK1933  HISTORY     - 1950     MONUMENTED       CGS
 MK1933
 MK1933                          STATION DESCRIPTION
 MK1933
 MK1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1933'THE STATION IS LOCATED ABOUT 1 MILE WEST OF FULLERTON AND ABOUT
 MK1933'1/2 MILE EAST OF CEDAR RIVER.  IT IS 18 FEET NORTH OF THE
 MK1933'CENTERLINE OF A DIRT ROAD, 7 FEET SOUTHWEST OF A WHITE WITNESS
 MK1933'POST AND 3 FEET SOUTH OF A FENCELINE.  THE MARK IS SET FLUSH
 MK1933'WITH THE GROUND AND THE DISK IS STAMPED BLUFF 1950.
 MK1933'
 MK1933'REFERENCE MARK NO. 1 IS 20 FEET NORTHEAST OF THE CENTERLINE OF A
 MK1933'DIRT ROAD, AND 2 FEET EAST OF A FENCELINE.  THE MARK PROJECTS
 MK1933'ABOUT 6 INCHES AND THE DISK IS STAMPED BLUFF NO 1 1950.
 MK1933'
 MK1933'REFERENCE MARK NO. 2 IS 20 FEET NORTH OF THE CENTERLINE OF A
 MK1933'DIRT ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS
 MK1933'ABOUT 5 INCHES AND THE DISK IS STAMPED BLUFF NO 2 1950.
 MK1933'
 MK1933'AZIMUTH MARK IS 25 FEET EAST OF THE CENTERLINE OF A DIRT ROAD,
 MK1933'16 FEET WEST OF THE EDGE OF A HIGH BLUFF AND 3 FEET SOUTH OF A
 MK1933'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 MK1933'DISK IS STAMPED BLUFF 1950.
 MK1933'
 MK1933'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN FULLERTON,
 MK1933'GO NORTH ON STATE ROUTE 22 FOR 0.3 MILE TO A CROSS STREETS.
 MK1933'(THIS IS ONE BLOCK NORTH OF A PHILLIPS SERVICE STATION).  TURN
 MK1933'LEFT (WEST) ON A DIRT ROAD AND GO 0.45 MILE TO A T-ROAD.  TURN
 MK1933'RIGHT (NORTH) FOR ABOUT 100 YARDS TO WHERE MAIN ROAD TURNS WEST.
 MK1933'TURN LEFT (WEST) AND FOLLOW WINDING ROAD FOR 0.5 MILE TO STATION
 MK1933'ON RIGHT JUST AFTER MAKING A SHARP TURN.
 MK1933'
 MK1933'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON A WINDING
 MK1933'ROAD FOR 0.6 MILE TO MARK ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0707 ***********************************************************************
 NP0707  DESIGNATION -  BLUNDELL
 NP0707  PID         -  NP0707
 NP0707  STATE/COUNTY-  NE/DAWES
 NP0707  USGS QUAD   -  BOX BUTTE RESERVOIR EAST (1948)
 NP0707
 NP0707                         *CURRENT SURVEY CONTROL
 NP0707  ___________________________________________________________________
 NP0707* NAD 83(1995)-  42 28 13.55918(N)    103 01 12.64684(W)     ADJUSTED  
 NP0707* NAVD 88     -      1274.     (meters)    4180.     (feet)  SCALED    
 NP0707  ___________________________________________________________________
 NP0707  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 NP0707  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 NP0707
 NP0707  HORZ ORDER  -  FIRST
 NP0707
 NP0707.The horizontal coordinates were established by classical geodetic methods
 NP0707.and adjusted by the National Geodetic Survey in August 1997..
 NP0707
 NP0707.The orthometric height was scaled from a topographic map.
 NP0707
 NP0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0707
 NP0707.The geoid height was determined by GEOID03.
 NP0707
 NP0707;                    North         East     Units Scale Factor Converg.
 NP0707;SPC NE       -   297,136.019   251,727.348   MT  0.99980045   -2 00 05.3
 NP0707;UTM  13      - 4,703,909.060   662,753.714   MT  0.99992591   +1 20 13.5
 NP0707
 NP0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0707!SPC NE       -   0.99980315  x   0.99980045  =   0.99960364
 NP0707!UTM  13      -   0.99980315  x   0.99992591  =   0.99972907
 NP0707
 NP0707|---------------------------------------------------------------------|
 NP0707| PID    Reference Object                     Distance      Geod. Az  |
 NP0707|                                                           dddmmss.s |
 NP0707| CP9683 BLUNDELL RM 2                        44.352 METERS 14352     |
 NP0707| NP0353 HUCKE                               APPROX.18.3 KM 2221843.7 |
 NP0707| CP9681 BLUNDELL AZ MK                                     2345722.6 |
 NP0707| CP9682 BLUNDELL RM 1                        37.097 METERS 35224     |
 NP0707|---------------------------------------------------------------------|
 NP0707
 NP0707                          SUPERSEDED SURVEY CONTROL
 NP0707
 NP0707  NAD 83(1995)-  42 28 13.55936(N)    103 01 12.64701(W) AD(       ) 1
 NP0707  NAD 83(1986)-  42 28 13.55561(N)    103 01 12.64053(W) AD(       ) 1
 NP0707  NAD 27      -  42 28 13.68800(N)    103 01 10.97000(W) AD(       ) 1
 NP0707
 NP0707.Superseded values are not recommended for survey control.
 NP0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0707.See file dsdata.txt to determine how the superseded data were derived.
 NP0707
 NP0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6275403909(NAD 83)
 NP0707_MARKER: DS = TRIANGULATION STATION DISK
 NP0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0707
 NP0707  HISTORY     - Date     Condition        Report By
 NP0707  HISTORY     - 1934     MONUMENTED       CGS
 NP0707  HISTORY     - 1946     GOOD             CGS
 NP0707  HISTORY     - 1967     GOOD             USAF
 NP0707
 NP0707                          STATION DESCRIPTION
 NP0707
 NP0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0707'THIS STATION IS ON A GRASSY KNOLL 10 MILES, AIRLINE, NNE OF
 NP0707'HEMINGFORD, 4-1/2 MILES W OF DUNLAP, 1-1/4 MILES N OF HIGHWAY
 NP0707'ALONG THE N SIDE OF NIOBRARA RIVER, AND ABOUT ONE MILE E OF
 NP0707'THE HIGHEST POINT OF THE RIDGE.  THE LAND IS OWNED BY MR.
 NP0707'JAMES C. BLUNDELL, WHO LIVES ABOUT 1 MILE NNW.
 NP0707'
 NP0707'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0707'DISKS SET IN CONCRETE.
 NP0707'
 NP0707'REFERENCE MARK NO. 1 IS NNW AND NO. 2 IS SE OF THE STATION.
 NP0707'
 NP0707'AZIMUTH MARK IS SW OF THE STATION, 24 FEET S OF FENCE
 NP0707'T-INTERSECTION.  THE MARK IS 5.4 FEET E OF THE N-S FENCE.
 NP0707'THERE ARE TWO FENCE T-INTERSECTIONS HERE, THE E-W FENCE BEING
 NP0707'THE CONTINOUS FENCE.  THE N-S FENCES ARE 11 PACES APART.  THE
 NP0707'AZIMUTH MARK IS IN THE MORE EASTERLY OF THESE TWO INTERSECTIONS.
 NP0707'
 NP0707'STATION IS REACHED FROM THE DUNLAP POST OFFICE AND STORE AT
 NP0707'BRIDGE ACROSS NIOBRARA RIVER ON STATE ROUTE 19 BY GOING N
 NP0707'ON MAIN HIGHWAY 0.2 MILE.  TURN LEFT TO SCHOOL HOUSE ABOUT
 NP0707'0.1 MILE, THENCE DUE W 1.5 MILES.  TURN LEFT, OR S AND THENCE
 NP0707'KEEP THE MAIN ROAD, GOING S 0.5 MILE, W 0.6 MILE, S 0.5 MILE,
 NP0707'AND W 2.5 MILES, OR FOR A TOTAL DISTANCE OF 4.1 MILES.  TURN
 NP0707'RIGHT, OR N, THROUGH WIRE GATE ON TO TRACK ROAD UPHILL AND
 NP0707'GO 1.0 MILE.  (THERE IS A WHITE SCHOOLHOUSE 1/2 MILE W OF THIS
 NP0707'TURN).  PASS THROUGH WIRE GATE AND CONTINUE NORTHERLY ON
 NP0707'TRACKS 0.3 MILE.  TURN DUE W AND GO 0.1 MILE TO STATION.
 NP0707'
 NP0707'A 20-FOOT STAND WILL CLEAR ALL LINES.
 NP0707
 NP0707                          STATION RECOVERY (1946)
 NP0707
 NP0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0707'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED AND ALL MARKS
 NP0707'WERE FOUND IN GOOD CONDITION.  THE DIRECTION TO THE REFERENCE
 NP0707'MARKS DID NOT CHECK WITH THE 1934 VALUES.  A DOUBLE CHECK
 NP0707'WAS MADE IN THE FIELD SO THE 1946 VALUES ARE ASSUMED TO BE
 NP0707'CORRECT.
 NP0707'
 NP0707'A COMPLETE NEW DESCRIPTION FOLLOWS.
 NP0707'
 NP0707'LOCATED ON A GRASSY KNOLL ABOUT 10 MILES NORTH-NORTHEAST OF
 NP0707'HEMINGFORD, 4.5 MILES WEST OF DUNLAP, 1.3 MILES NORTH OF THE
 NP0707'HIGHWAY ALONG THE NORTH SIDE OF THE NIOBRARA RIVER AND ABOUT
 NP0707'1 MILE EAST OF THE HIGHEST POINT OF RIDGE.
 NP0707'IT PROJECTS 6 INCHES.  IT IS STAMPED BLUNDELL 1934.
 NP0707'
 NP0707'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF STATION,
 NP0707'PROJECTS 8 INCHES AND IS STAMPED BLUNDELL NO 1 1934.
 NP0707'
 NP0707'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION,
 NP0707'PROJECTS 8 INCHES AND IS STAMPED BLUNDELL NO 2 1934.
 NP0707'
 NP0707'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHWEST
 NP0707'OF STATION, 24 FEET SOUTH AND 5.5 FEET EAST OF A T FENCE
 NP0707'INTERSECTION (STEM SOUTH).  THERE IS ANOTHER T FENCE INTERSECTION
 NP0707'(STEM NORTH) 11 PACES WEST.  THE MARK PROJECTS 18 INCHES AND
 NP0707'IS STAMPED BLUNDELL AZIMUTH 1934.
 NP0707'
 NP0707'TO REACH FROM THE BUSINESS DISTRICT IN ALLIANCE, GO NORTH ON
 NP0707'STATE HIGHWAY NO. 19 FOR 31 MILES TO DUNLAP STORE, WHICH IS
 NP0707'0.15 MILE NORTH OF A BRIDGE OVER THE NIOBRARA RIVER.  HERE
 NP0707'TURN LEFT ONTO A GRAVEL ROAD AND GO WEST FOR 2.6 MILES TO
 NP0707'TWO WIRE GATES, ONE ON EACH SIDE OF THE ROAD.  TURN RIGHT
 NP0707'THROUGH GATE AND GO NORTH ON TRACK ROAD FOR 1.0 MILE TO TWO
 NP0707'WIRE GATES IN FENCE LINE.  PASS THROUGH GATE AND CONTINUE
 NP0707'ON TRACK ROAD FOR 0.2 MILE.  LEAVE TRACK ROAD AND GO LEFT, UP
 NP0707'HILL FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION AS
 NP0707'DESCRIBED.
 NP0707'
 NP0707'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST FOR
 NP0707'0.35 MILE TO A WIRE FENCE.  TURN RIGHT, WEST, ALONG FENCE
 NP0707'AND GO 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NP0707
 NP0707                          STATION RECOVERY (1967)
 NP0707
 NP0707'RECOVERY NOTE BY US AIR FORCE 1967
 NP0707'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NP0707'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED BY WIND EROSION.
 NP0707'THE COMPLETE MONUMENT WAS FOUND LAYING ON ITS SIDE IN A
 NP0707'SAUCER-SHAPED HOLE APPROXIMATELY TEN (10) FEET IN DIAMETER.
 NP0707'
 NP0707'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 NP0707'
 NP0707'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87,
 NP0707'AND U.S. HIGHWAY 385 (ABOUT FIVE (5) MILES EAST OF HEMINGFORD,
 NP0707'NEBRASKA, GO NORTH ON HIGHWAY 385 FOR 8.95 MILES TO THE DUNLAP
 NP0707'STORE.  CONTINUE NORTH ACROSS THE NIOBRARA RIVER BRIDGE FOR
 NP0707'0.15 MILE TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT (WEST) ON
 NP0707'THE GRAVEL ROAD FOR 2.5 MILES TO TWO WIRE GATES, ONE ON EACH
 NP0707'SIDE OF THE ROAD.  TURN RIGHT (NORTH) THROUGH THE GATE, AND GO
 NP0707'1.0 MILE ON TRACK ROAD THROUGH THE PASTURE TO A GATE IN AN
 NP0707'EAST-WEST FENCELINE.  CONTINUE NORTH ON THE TRACK ROAD
 NP0707'THROUGH THE GATE FOR 0.2 MILE TO A STEEP GRADE.  CONTINUE
 NP0707'WEST-NORTHWEST FOR 0.15 MILE TO TOP OF THE GRADE AND THE
 NP0707'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0493 ***********************************************************************
 NM0493  DESIGNATION -  BM
 NM0493  PID         -  NM0493
 NM0493  STATE/COUNTY-  NE/THURSTON
 NM0493  USGS QUAD   -  ALBATON (1969)
 NM0493
 NM0493                         *CURRENT SURVEY CONTROL
 NM0493  ___________________________________________________________________
 NM0493* NAD 83(1986)-  42 10 01.     (N)    096 20 57.     (W)     SCALED    
 NM0493* NAVD 88     -       333.179  (meters)    1093.10   (feet)  ADJUSTED  
 NM0493  ___________________________________________________________________
 NM0493  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 NM0493  DYNAMIC HT  -         333.065 (meters)    1092.73  (feet)  COMP
 NM0493  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 NM0493
 NM0493  VERT ORDER  -  SECOND    CLASS 0
 NM0493
 NM0493.The horizontal coordinates were scaled from a topographic map and have
 NM0493.an estimated accuracy of +/- 6 seconds.
 NM0493
 NM0493.The orthometric height was determined by differential leveling
 NM0493.and adjusted by the National Geodetic Survey in June 1991..
 NM0493
 NM0493.The geoid height was determined by GEOID03.
 NM0493
 NM0493.The dynamic height is computed by dividing the NAVD 88
 NM0493.geopotential number by the normal gravity value computed on the
 NM0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0493.degrees latitude (g = 980.6199 gals.).
 NM0493
 NM0493.The modeled gravity was interpolated from observed gravity values.
 NM0493
 NM0493;                    North         East    Units  Estimated Accuracy
 NM0493;SPC NE       -   265,460.      801,510.      MT  (+/- 180 meters Scaled)
 NM0493
 NM0493                          SUPERSEDED SURVEY CONTROL
 NM0493
 NM0493  NGVD 29 (??/??/92)  333.031  (m)         1092.62   (f) ADJ UNCH    2 0
 NM0493
 NM0493.Superseded values are not recommended for survey control.
 NM0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0493.See file dsdata.txt to determine how the superseded data were derived.
 NM0493
 NM0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM189717(NAD 83)
 NM0493_MARKER: DD = SURVEY DISK
 NM0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0493_STAMPING: BM 1948
 NM0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0493+STABILITY: SURFACE MOTION
 NM0493
 NM0493  HISTORY     - Date     Condition        Report By
 NM0493  HISTORY     - 1948     MONUMENTED       DOD
 NM0493  HISTORY     - 1948     GOOD             NGS
 NM0493
 NM0493                          STATION DESCRIPTION
 NM0493
 NM0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0493'10.4 MI NE FROM WALTHILL.
 NM0493'8.2 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0493'AT WALTHILL, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.5
 NM0493'MILE EAST ALONG A DIRT ROAD, THENCE 1.5 MILES NORTH ALONG A WOODS
 NM0493'ROAD, ON THE WEST BANK OF THE MISSOURI RIVER, ABOUT 500.0 FEET
 NM0493'WEST OF A SMALL BLUFF, 7.0 FEET EAST OF THE CENTER LINE OF THE
 NM0493'WOODS ROAD, 1.8 FEET SOUTH OF A REFERENCE POST, A U.S. ENGINEERS
 NM0493'DISK SET IN TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 NM0493'NOTE-- THE DISK WAS STAMPED B.M. 1948 BY THE U.S. COAST AND
 NM0493'GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0149 ***********************************************************************
 ML0149  DESIGNATION -  BM
 ML0149  PID         -  ML0149
 ML0149  STATE/COUNTY-  NE/HOWARD
 ML0149  USGS QUAD   -  ST PAUL (1974)
 ML0149
 ML0149                         *CURRENT SURVEY CONTROL
 ML0149  ___________________________________________________________________
 ML0149* NAD 83(1986)-  41 12 07.     (N)    098 26 40.     (W)     SCALED    
 ML0149* NAVD 88     -       544.606  (meters)    1786.76   (feet)  ADJUSTED  
 ML0149  ___________________________________________________________________
 ML0149  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 ML0149  DYNAMIC HT  -         544.331 (meters)    1785.86  (feet)  COMP
 ML0149  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 ML0149
 ML0149  VERT ORDER  -  SECOND    CLASS 0
 ML0149
 ML0149.The horizontal coordinates were scaled from a topographic map and have
 ML0149.an estimated accuracy of +/- 6 seconds.
 ML0149
 ML0149.The orthometric height was determined by differential leveling
 ML0149.and adjusted by the National Geodetic Survey in June 1991..
 ML0149
 ML0149.The geoid height was determined by GEOID03.
 ML0149
 ML0149.The dynamic height is computed by dividing the NAVD 88
 ML0149.geopotential number by the normal gravity value computed on the
 ML0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0149.degrees latitude (g = 980.6199 gals.).
 ML0149
 ML0149.The modeled gravity was interpolated from observed gravity values.
 ML0149
 ML0149;                    North         East    Units  Estimated Accuracy
 ML0149;SPC NE       -   153,120.      630,430.      MT  (+/- 180 meters Scaled)
 ML0149
 ML0149                          SUPERSEDED SURVEY CONTROL
 ML0149
 ML0149  NGVD 29 (??/??/92)  544.359  (m)         1785.95   (f) ADJ UNCH    2 0
 ML0149
 ML0149.Superseded values are not recommended for survey control.
 ML0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0149.See file dsdata.txt to determine how the superseded data were derived.
 ML0149
 ML0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL465613(NAD 83)
 ML0149_MARKER: P = PIPE CAP
 ML0149_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ML0149_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ML0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0149
 ML0149  HISTORY     - Date     Condition        Report By
 ML0149  HISTORY     - UNK      MONUMENTED       USGS
 ML0149  HISTORY     - 1935     GOOD             NGS
 ML0149  HISTORY     - 1956     GOOD             USGS
 ML0149
 ML0149                          STATION DESCRIPTION
 ML0149
 ML0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ML0149'0.9 MI SE FROM ST PAUL.
 ML0149'0.9 MILES SOUTHEAST OF DEPOT.  ALONG THE UNION PACIFIC RAILWAY
 ML0149'BETWEEN GRAND ISLAND AND ST. PAUL, 104.9 FEET EAST OF THE EAST
 ML0149'RAIL OF THE MAIN TRACK, 41.3 FEET EAST OF THE CENTER LINE
 ML0149'OF U.S. HIGHWAY 281, 39 FEET SOUTHEAST OF THE HIGHWAY BRIDGE
 ML0149'OVER THE MIDDLE LOUP RIVER.
 ML0149
 ML0149                          STATION RECOVERY (1956)
 ML0149
 ML0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 ML0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0319 ***********************************************************************
 LH0319  DESIGNATION -  BM
 LH0319  PID         -  LH0319
 LH0319  STATE/COUNTY-  NE/ADAMS
 LH0319  USGS QUAD   -  AYR (1969)
 LH0319
 LH0319                         *CURRENT SURVEY CONTROL
 LH0319  ___________________________________________________________________
 LH0319* NAD 83(1986)-  40 28 01.     (N)    098 28 37.     (W)     SCALED    
 LH0319* NAVD 88     -       565.733  (meters)    1856.08   (feet)  ADJUSTED  
 LH0319  ___________________________________________________________________
 LH0319  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 LH0319  DYNAMIC HT  -         565.412 (meters)    1855.02  (feet)  COMP
 LH0319  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 LH0319
 LH0319  VERT ORDER  -  FIRST     CLASS II
 LH0319
 LH0319.The horizontal coordinates were scaled from a topographic map and have
 LH0319.an estimated accuracy of +/- 6 seconds.
 LH0319
 LH0319.The orthometric height was determined by differential leveling
 LH0319.and adjusted by the National Geodetic Survey in June 1991..
 LH0319
 LH0319.The geoid height was determined by GEOID03.
 LH0319
 LH0319.The dynamic height is computed by dividing the NAVD 88
 LH0319.geopotential number by the normal gravity value computed on the
 LH0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0319.degrees latitude (g = 980.6199 gals.).
 LH0319
 LH0319.The modeled gravity was interpolated from observed gravity values.
 LH0319
 LH0319;                    North         East    Units  Estimated Accuracy
 LH0319;SPC NE       -    71,490.      629,140.      MT  (+/- 180 meters Scaled)
 LH0319
 LH0319                          SUPERSEDED SURVEY CONTROL
 LH0319
 LH0319  NGVD 29 (??/??/92)  565.506  (m)         1855.33   (f) ADJ UNCH    1 2
 LH0319
 LH0319.Superseded values are not recommended for survey control.
 LH0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0319.See file dsdata.txt to determine how the superseded data were derived.
 LH0319
 LH0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK443797(NAD 83)
 LH0319_MARKER: R = RIVET
 LH0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0319_SP_SET: BRIDGE
 LH0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0319
 LH0319  HISTORY     - Date     Condition        Report By
 LH0319  HISTORY     - UNK      MONUMENTED       CBQRR
 LH0319  HISTORY     - 1947     GOOD             NGS
 LH0319
 LH0319                          STATION DESCRIPTION
 LH0319
 LH0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0319'4 MI NW FROM AYR.
 LH0319'1.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0319'FROM THE STATION AT AYR, THENCE WEST 2.6 MILES ALONG THE CHICAGO,
 LH0319'BURLINGTON AND QUINCY BRANCH LINE.  AT THE INTERSECTION OF RR
 LH0319'WITH A COUNTY ROAD.  100 FEET SOUTH OF CENTERLINE OF TRACKS.
 LH0319'THE NORTHWESTMOST RIVET IN STEEL BRIDGE A-13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1362 ***********************************************************************
 LG1362  DESIGNATION -  BM 1
 LG1362  PID         -  LG1362
 LG1362  STATE/COUNTY-  NE/LANCASTER
 LG1362  USGS QUAD   -  LINCOLN (1980)
 LG1362
 LG1362                         *CURRENT SURVEY CONTROL
 LG1362  ___________________________________________________________________
 LG1362* NAD 83(1986)-  40 49 25.     (N)    096 43 00.     (W)     SCALED    
 LG1362* NAVD 88     -       351.325  (meters)    1152.64   (feet)  ADJUSTED  
 LG1362  ___________________________________________________________________
 LG1362  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 LG1362  DYNAMIC HT  -         351.168 (meters)    1152.12  (feet)  COMP
 LG1362  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 LG1362
 LG1362  VERT ORDER  -  FIRST     CLASS II
 LG1362
 LG1362.The horizontal coordinates were scaled from a topographic map and have
 LG1362.an estimated accuracy of +/- 6 seconds.
 LG1362
 LG1362.The orthometric height was determined by differential leveling
 LG1362.and adjusted by the National Geodetic Survey in May 1993..
 LG1362
 LG1362.The geoid height was determined by GEOID03.
 LG1362
 LG1362.The dynamic height is computed by dividing the NAVD 88
 LG1362.geopotential number by the normal gravity value computed on the
 LG1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1362.degrees latitude (g = 980.6199 gals.).
 LG1362
 LG1362.The modeled gravity was interpolated from observed gravity values.
 LG1362
 LG1362;                    North         East    Units  Estimated Accuracy
 LG1362;SPC NE       -   115,210.      776,840.      MT  (+/- 180 meters Scaled)
 LG1362
 LG1362                          SUPERSEDED SURVEY CONTROL
 LG1362
 LG1362.No superseded survey control is available for this station.
 LG1362
 LG1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL925216(NAD 83)
 LG1362_MARKER: DD = SURVEY DISK
 LG1362_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG1362_SP_SET: WINGWALL
 LG1362_STAMPING: CITY BM 1
 LG1362_MARK LOGO: NONE  
 LG1362_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1362+STABILITY: SURFACE MOTION
 LG1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1362+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 LG1362
 LG1362  HISTORY     - Date     Condition        Report By
 LG1362  HISTORY     - UNK      MONUMENTED       RBNF
 LG1362  HISTORY     - 19920519 GOOD             NGS
 LG1362  HISTORY     - 20050418 GOOD             GEOCAC
 LG1362
 LG1362                          STATION DESCRIPTION
 LG1362
 LG1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1362'IN LINCOLN, AT THE INTERSECTION OF CHARLESTON STREET AND SALT CREEK,
 LG1362'IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 LG1362'SOUTHWEST WINGWALL OF THE STREET BRIDGE SPANNING THE CREEK, AND 4.5 M
 LG1362'(14.8 FT) SOUTHWEST OF THE STREET CENTER.
 LG1362
 LG1362                          STATION RECOVERY (2005)
 LG1362
 LG1362'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1362'IN LINCOLN, AT THE INTERSECTION OF SALT CREEK AND A HIKER-BIKER TRAIL
 LG1362'(FORMERLY CHARLESTON STREET) BRIDGE ON THE NORTH SIDE OF THE HAYMARKET
 LG1362'PARK BASEBALL FACILITY, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE
 LG1362'SOUTHWEST END OF THE SOUTH WINGWALL AT THE SOUTHEAST END OF THE BRIDGE
 LG1362'SPANNING THE CREEK, AND 4.5 M (14.8 FT) SOUTHWEST OF THE STREET
 LG1362'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1363 ***********************************************************************
 LG1363  DESIGNATION -  BM 2
 LG1363  PID         -  LG1363
 LG1363  STATE/COUNTY-  NE/LANCASTER
 LG1363  USGS QUAD   -  LINCOLN (1980)
 LG1363
 LG1363                         *CURRENT SURVEY CONTROL
 LG1363  ___________________________________________________________________
 LG1363* NAD 83(1986)-  40 51 27.     (N)    096 43 13.     (W)     SCALED    
 LG1363* NAVD 88     -       373.631  (meters)    1225.82   (feet)  ADJUSTED  
 LG1363  ___________________________________________________________________
 LG1363  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 LG1363  DYNAMIC HT  -         373.463 (meters)    1225.27  (feet)  COMP
 LG1363  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 LG1363
 LG1363  VERT ORDER  -  FIRST     CLASS II
 LG1363
 LG1363.The horizontal coordinates were scaled from a topographic map and have
 LG1363.an estimated accuracy of +/- 6 seconds.
 LG1363
 LG1363.The orthometric height was determined by differential leveling
 LG1363.and adjusted by the National Geodetic Survey in May 1993..
 LG1363
 LG1363.The geoid height was determined by GEOID03.
 LG1363
 LG1363.The dynamic height is computed by dividing the NAVD 88
 LG1363.geopotential number by the normal gravity value computed on the
 LG1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1363.degrees latitude (g = 980.6199 gals.).
 LG1363
 LG1363.The modeled gravity was interpolated from observed gravity values.
 LG1363
 LG1363;                    North         East    Units  Estimated Accuracy
 LG1363;SPC NE       -   118,950.      776,390.      MT  (+/- 180 meters Scaled)
 LG1363
 LG1363                          SUPERSEDED SURVEY CONTROL
 LG1363
 LG1363.No superseded survey control is available for this station.
 LG1363
 LG1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL921254(NAD 83)
 LG1363_MARKER: DD = SURVEY DISK
 LG1363_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG1363_SP_SET: BRIDGE RAIL
 LG1363_STAMPING: CITY BM 2
 LG1363_MARK LOGO: NONE  
 LG1363_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1363+STABILITY: SURFACE MOTION
 LG1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1363+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1992
 LG1363
 LG1363  HISTORY     - Date     Condition        Report By
 LG1363  HISTORY     - UNK      MONUMENTED       RBNF
 LG1363  HISTORY     - 19920520 GOOD             NGS
 LG1363
 LG1363                          STATION DESCRIPTION
 LG1363
 LG1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1363'IN LINCOLN, AT THE INTERSECTION OF SUPERIOR STREET AND INTERSTATE
 LG1363'HIGHWAY 80, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST
 LG1363'END OF THE SOUTHWEST CONCRETE RAIL OF THE STREET OVERPASS OF THE
 LG1363'HIGHWAY, 5.1 M (16.7 FT) SOUTHWEST OF THE CENTER OF THE STREET, AND
 LG1363'0.1 M (0.3 FT) ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0152 ***********************************************************************
 ML0152  DESIGNATION -  BM RESET
 ML0152  PID         -  ML0152
 ML0152  STATE/COUNTY-  NE/HOWARD
 ML0152  USGS QUAD   -  ST PAUL (1974)
 ML0152
 ML0152                         *CURRENT SURVEY CONTROL
 ML0152  ___________________________________________________________________
 ML0152* NAD 83(1986)-  41 12 07.     (N)    098 26 40.     (W)     SCALED    
 ML0152* NAVD 88     -       544.42   (+/-2cm)    1786.2    (feet)  VERTCON   
 ML0152  ___________________________________________________________________
 ML0152  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 ML0152
 ML0152  VERT ORDER  -  THIRD (See Below)
 ML0152
 ML0152.The horizontal coordinates were scaled from a topographic map and have
 ML0152.an estimated accuracy of +/- 6 seconds.
 ML0152
 ML0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0152.The vertical order pertains to the NGVD 29 superseded value.
 ML0152
 ML0152.The geoid height was determined by GEOID03.
 ML0152
 ML0152;                    North         East    Units  Estimated Accuracy
 ML0152;SPC NE       -   153,120.      630,430.      MT  (+/- 180 meters Scaled)
 ML0152
 ML0152                          SUPERSEDED SURVEY CONTROL
 ML0152
 ML0152  NGVD 29 (??/??/??)  544.17   (m)         1785.3    (f) RESET       3  
 ML0152
 ML0152.Superseded values are not recommended for survey control.
 ML0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0152.See file dsdata.txt to determine how the superseded data were derived.
 ML0152
 ML0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL465613(NAD 83)
 ML0152_MARKER: P = PIPE CAP
 ML0152_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ML0152_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ML0152_STAMPING: RESET 1956
 ML0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0152
 ML0152  HISTORY     - Date     Condition        Report By
 ML0152  HISTORY     - 1956     MONUMENTED       CGS
 ML0152
 ML0152                          STATION DESCRIPTION
 ML0152
 ML0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ML0152'0.9 MI SE FROM ST PAUL.
 ML0152'0.9 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0152'STATION AT ST. PAUL, 100 YARDS EAST OF THE RAILROAD BRIDGE OVER
 ML0152'THE MIDDLE LOUP RIVER, 200 FEET EAST AND 55 FEET SOUTH OF THE
 ML0152'SOUTH ABUTMENT OF THE NEW HIGHWAY BRIDGE, 22 FEET NORTHWEST OF A
 ML0152'24-INCH COTTONWOOD TREE, 18 FEET SOUTHWEST OF A 24-INCH
 ML0152'COTTONWOOD TREE, AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  A
 ML0152'U.S. GEOLOGICAL SURVEY STANDARD CAP RIVETED ON THE TOP OF A
 ML0152'3-1/2 INCH IRON PIPE AND PROJECTING 4 INCHES.  THERE WAS NO
 ML0152'PREVIOUS STAMPING ON THE CAP.  RESET 1956 WAS STAMPED N THE
 ML0152'CAP WHEN IT WAS MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1761 ***********************************************************************
 NM1761  DESIGNATION -  BODEN
 NM1761  PID         -  NM1761
 NM1761  STATE/COUNTY-  NE/WAYNE
 NM1761  USGS QUAD   -  CARROLL (1971)
 NM1761
 NM1761                         *CURRENT SURVEY CONTROL
 NM1761  ___________________________________________________________________
 NM1761* NAD 83(1995)-  42 20 58.45639(N)    097 13 46.35024(W)     ADJUSTED  
 NM1761* NAVD 88     -       525.     (meters)    1722.     (feet)  SCALED    
 NM1761  ___________________________________________________________________
 NM1761  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 NM1761  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 NM1761
 NM1761  HORZ ORDER  -  FIRST
 NM1761
 NM1761.The horizontal coordinates were established by classical geodetic methods
 NM1761.and adjusted by the National Geodetic Survey in August 1997..
 NM1761
 NM1761.The orthometric height was scaled from a topographic map.
 NM1761
 NM1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1761
 NM1761.The geoid height was determined by GEOID03.
 NM1761
 NM1761;                    North         East     Units Scale Factor Converg.
 NM1761;SPC NE       -   283,032.868   728,181.785   MT  0.99976706   +1 50 09.5
 NM1761;UTM  14      - 4,690,107.879   645,822.090   MT  0.99986163   +1 11 34.4
 NM1761
 NM1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1761!SPC NE       -   0.99992157  x   0.99976706  =   0.99968865
 NM1761!UTM  14      -   0.99992157  x   0.99986163  =   0.99978321
 NM1761
 NM1761:                Primary Azimuth Mark                     Grid Az
 NM1761:SPC NE       -  ALLEN TANK                               074 45 56.7
 NM1761:UTM  14      -  ALLEN TANK                               075 24 31.8
 NM1761
 NM1761|---------------------------------------------------------------------|
 NM1761| PID    Reference Object                     Distance      Geod. Az  |
 NM1761|                                                           dddmmss.s |
 NM1761| NM1735 ALLEN TANK                          APPROX.32.4 KM 0763606.2 |
 NM1761| CO2271 BODEN RM 1                           22.845 METERS 17923     |
 NM1761| CO2270 BODEN AZ MK                                        2892339.8 |
 NM1761| CO2272 BODEN RM 2                           18.077 METERS 35856     |
 NM1761|---------------------------------------------------------------------|
 NM1761
 NM1761                          SUPERSEDED SURVEY CONTROL
 NM1761
 NM1761  NAD 83(1986)-  42 20 58.46408(N)    097 13 46.34631(W) AD(       ) 1
 NM1761  NAD 27      -  42 20 58.46400(N)    097 13 45.15600(W) AD(       ) 1
 NM1761
 NM1761.Superseded values are not recommended for survey control.
 NM1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1761.See file dsdata.txt to determine how the superseded data were derived.
 NM1761
 NM1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4582290108(NAD 83)
 NM1761_MARKER: DS = TRIANGULATION STATION DISK
 NM1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1761_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1761
 NM1761  HISTORY     - Date     Condition        Report By
 NM1761  HISTORY     - 1935     MONUMENTED       CGS
 NM1761  HISTORY     - 1971     SEE DESCRIPTION  USGS
 NM1761
 NM1761                          STATION DESCRIPTION
 NM1761
 NM1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1761'STATION IS LOCATED IN THE NORTHWEST QUARTER SEC. 5, T. 27 N.,
 NM1761'R. 2 E., ABOUT 5 MILES SOUTH-SOUTHWEST OF BELDEN, 7 MILES
 NM1761'EAST-SOUTHEAST OF RANDOLPH, ON A LARGE FLAT-TOPPED RIDGE, ON
 NM1761'PROPERTY OWNED BY MR. BODENSTEDT.
 NM1761'
 NM1761'REACHED FROM THE BELDEN RAILROAD DEPOT BY GOING WEST ON U.S.
 NM1761'HIGHWAY 20 FOR 0.3 MILE, TURN LEFT (SOUTH) AND GO 4.15 MILES,
 NM1761'TURN RIGHT (WEST) AND GO 1.0 MILE, TURN LEFT (SOUTH) AND
 NM1761'GO 0.25 MILE, TURN LEFT (EAST) PASSING BETWEEN THE BODENSTEDT
 NM1761'HOUSE AND BARN AND GO 0.2 MILE, TURN LEFT (NORTH) ALONG THE
 NM1761'EAST SIDE OF FENCE AND GO 0.05 MILE TO TOP OF RIDGE AND STATION,
 NM1761'IN NORTH-SOUTH FENCE LINE.  MARK IS FLUSH WITH GROUND.
 NM1761'AND 7A).
 NM1761'
 NM1761'REFERENCE MARK NO. 1 IS 74.95 FEET (22.845 METERS) SOUTH
 NM1761'OF STATION IN NORTH-SOUTH FENCE LINE.  MARK IS FLUSH WITH
 NM1761'GROUND.
 NM1761'
 NM1761'REFERENCE MARK NO. 2 IS 59.31 FEET (18.077 METERS) NORTH OF
 NM1761'STATION IN NORTH-SOUTH FENCE LINE.  MARK IS FLUSH WITH GROUND
 NM1761'
 NM1761'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST OF STATION.
 NM1761'REACHED FROM THE BODENSTEDT HOME BY GOING NORTH 0.25 MILE, TURN
 NM1761'LEFT (WEST) AND GO 0.3 MILE TO MARK IN NORTH RIGHT-OF-WAY
 NM1761'FENCE LINE, 30 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.
 NM1761'MARK PROJECTS ABOUT 5 INCHES.
 NM1761'
 NM1761'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NM1761
 NM1761                          STATION RECOVERY (1971)
 NM1761
 NM1761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DLH)
 NM1761'THE DESCRIBED AREA OF THIS STATION IS NOW UNDER CULTIVATION AND
 NM1761'ALL THE MARKS ARE ASSUMED TO BE DESTROYED.  THE AZIMUTH MARK
 NM1761'WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1106 ***********************************************************************
 ML1106  DESIGNATION -  BOELUS
 ML1106  PID         -  ML1106
 ML1106  STATE/COUNTY-  NE/HOWARD
 ML1106  USGS QUAD   -  FARWELL (1978)
 ML1106
 ML1106                         *CURRENT SURVEY CONTROL
 ML1106  ___________________________________________________________________
 ML1106* NAD 83(1995)-  41 09 45.67307(N)    098 43 02.13937(W)     ADJUSTED  
 ML1106* NAVD 88     -       639.     (meters)    2096.     (feet)  SCALED    
 ML1106  ___________________________________________________________________
 ML1106  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 ML1106  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 ML1106
 ML1106  HORZ ORDER  -  THIRD
 ML1106
 ML1106.The horizontal coordinates were established by classical geodetic methods
 ML1106.and adjusted by the National Geodetic Survey in August 1997..
 ML1106
 ML1106.The orthometric height was scaled from a topographic map.
 ML1106
 ML1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1106
 ML1106.The geoid height was determined by GEOID03.
 ML1106
 ML1106;                    North         East     Units Scale Factor Converg.
 ML1106;SPC NE       -   148,390.882   607,618.903   MT  0.99967643   +0 51 00.2
 ML1106;UTM  14      - 4,556,855.636   523,720.237   MT  0.99960692   +0 11 10.0
 ML1106
 ML1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1106!SPC NE       -   0.99990356  x   0.99967643  =   0.99958002
 ML1106!UTM  14      -   0.99990356  x   0.99960692  =   0.99951051
 ML1106
 ML1106:                Primary Azimuth Mark                     Grid Az
 ML1106:SPC NE       -  FARWELL MUNICIPAL TANK                   052 56 48.8
 ML1106:UTM  14      -  FARWELL MUNICIPAL TANK                   053 36 39.0
 ML1106
 ML1106|---------------------------------------------------------------------|
 ML1106| PID    Reference Object                     Distance      Geod. Az  |
 ML1106|                                                           dddmmss.s |
 ML1106| ML1107 FARWELL MUNICIPAL TANK              APPROX. 9.5 KM 0534749.0 |
 ML1106| ML1081 CLEVELAND TWP KAC 37 ATT CO TR      APPROX.22.8 KM 1055717.1 |
 ML1106| CN7921 BOELUS RM 1                          17.078 METERS 17956     |
 ML1106| ML0409 M 281                                              2690920.0 |
 ML1106| CN7922 BOELUS RM 2                           9.079 METERS 27945     |
 ML1106|---------------------------------------------------------------------|
 ML1106
 ML1106                          SUPERSEDED SURVEY CONTROL
 ML1106
 ML1106  NAD 83(1986)-  41 09 45.68108(N)    098 43 02.14311(W) AD(       ) 3
 ML1106  NAD 27      -  41 09 45.63700(N)    098 43 00.87000(W) AD(       ) 3
 ML1106
 ML1106.Superseded values are not recommended for survey control.
 ML1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1106.See file dsdata.txt to determine how the superseded data were derived.
 ML1106
 ML1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2372056856(NAD 83)
 ML1106_MARKER: DS = TRIANGULATION STATION DISK
 ML1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1106
 ML1106  HISTORY     - Date     Condition        Report By
 ML1106  HISTORY     - 1951     MONUMENTED       CGS
 ML1106  HISTORY     - 1953     SEE DESCRIPTION  BOR
 ML1106  HISTORY     - 1966     SEE DESCRIPTION  CGS
 ML1106
 ML1106                          STATION DESCRIPTION
 ML1106
 ML1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1106'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHWEST OF FARWELL, 6.0
 ML1106'MILES NORTH OF BOELUS AND ON THE NORTH RIGHT-OF-WAY OF AN EAST-WEST
 ML1106'DIRT ROAD.  IT IS 24.0 FEET NORTH OF THE CENTER OF AN EAST-WEST
 ML1106'DIRT ROAD AND 5.0 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 ML1106'A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED BOELUS 1951.
 ML1106'
 ML1106'REFERENCE MARK NO. 1 IS 32.0 FEET SOUTH OF THE CENTER OF AN
 ML1106'EAST-WEST DIRT ROAD AND SET IN AN EAST-WEST FENCE LINE.  IT
 ML1106'PROJECTS 1 INCH AND IS STAMPED BOELUS NO 1 1951.
 ML1106'
 ML1106'REFERENCE MARK NO. 2 IS 29.0 FEET NORTH OF THE CENTER OF AN
 ML1106'EAST-WEST DIRT ROAD AND SET IN AN EAST-WEST FENCE LINE.  IT
 ML1106'PROJECTS 1 INCH AND IS STAMPED BOELUS NO 2 1951.
 ML1106'
 ML1106'THE DISTANCE BETWEEN REFERENCE MARKS IS 67.8 FEET.
 ML1106'
 ML1106'BENCH MARK M 281 WAS USED AS THE AZIMUTH MARK.  IT IS 86.0
 ML1106'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 50.0
 ML1106'FEET EAST OF A POWER LINE POLE, 30.0 FEET SOUTH OF THE CENTER
 ML1106'OF AN EAST-WEST DIRT ROAD, 2.0 FEET EAST OF A WITNESS POST AND
 ML1106'1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS A STANDARD
 ML1106'U.S.C. AND G.S. BENCH MARK DISK SET IN A 10 INCH ROUND CONCRETE
 ML1106'POST PROJECTING 1 INCH AND IS STAMPED M 281 1949.
 ML1106'
 ML1106'TO REACH THE STATION FROM THE CROSSROAD JUST NORTHWEST OF THE
 ML1106'DEPOT IN BOELUS, GO WEST ON A GRAVELED ROAD FOR 0.7 MILES TO
 ML1106'A CROSSROAD.  TURN RIGHT, NORTH, ON A GRAVELED ROAD FOR 6.0
 ML1106'MILES TO A CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT AS
 ML1106'DESCRIBED.  TURN RIGHT, EAST, ON A DIRT ROAD FOR 0.6 MILE TO THE
 ML1106'STATION ON THE LEFT AS DESCRIBED.
 ML1106'
 ML1106'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ML1106
 ML1106                          STATION RECOVERY (1953)
 ML1106
 ML1106'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1953 (HMR)
 ML1106'THE SURFACE MONUMENT, INSIDE ROW, WAS REMOVED BY BULLDOZER MAKING
 ML1106'A WIDER DITCH.  THE UNDERGROUND MARK WAS FOUND IN GOOD SHAPE.
 ML1106'A NEW CONCRETE MONUMENT (STANDARD SIZE) WAS SET OVER THE
 ML1106'UNDERGROUND MARK WITH A BRONZE DISK MARKED BOELUS 1951.  THE
 ML1106'MONUMENT IS NOW 3 INCHES ABOVE GROUND LEVEL AND IS MARKED WITH
 ML1106'A WHITE 4 X 4-INCH GUARD POST 30 INCHES HIGH.
 ML1106
 ML1106                          STATION RECOVERY (1966)
 ML1106
 ML1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 ML1106'THIS STATION HAS BEEN DESTROYED.  THE DISKS WERE REMOVED FROM
 ML1106'THE CONCRETE POSTS.  THE AZIMUTH MARK (BM M 281) WAS RECOVERED
 ML1106'AND FOUND IN GOOD CONDITION.  IT IS 83 FEET EAST OF THE CENTERLINE
 ML1106'OF THE NORTH-SOUTH ROAD, 50 FEET WEST OF A POWERLINE POLE, 31
 ML1106'FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD AND 1 FOOT
 ML1106'EAST-SOUTHEAST OF A METAL WITNESS POST.  THE BENCH MARK PROJECTS
 ML1106'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0202 ***********************************************************************
 NM0202  DESIGNATION -  BOLT
 NM0202  PID         -  NM0202
 NM0202  STATE/COUNTY-  NE/DAKOTA
 NM0202  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0202
 NM0202                         *CURRENT SURVEY CONTROL
 NM0202  ___________________________________________________________________
 NM0202* NAD 83(1986)-  42 24 59.     (N)    096 25 07.     (W)     SCALED    
 NM0202* NAVD 88     -       333.297  (meters)    1093.49   (feet)  ADJUSTED  
 NM0202  ___________________________________________________________________
 NM0202  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 NM0202  DYNAMIC HT  -         333.191 (meters)    1093.14  (feet)  COMP
 NM0202  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 NM0202
 NM0202  VERT ORDER  -  FIRST     CLASS II
 NM0202
 NM0202.The horizontal coordinates were scaled from a topographic map and have
 NM0202.an estimated accuracy of +/- 6 seconds.
 NM0202
 NM0202.The orthometric height was determined by differential leveling
 NM0202.and adjusted by the National Geodetic Survey in June 1991..
 NM0202
 NM0202.The geoid height was determined by GEOID03.
 NM0202
 NM0202.The dynamic height is computed by dividing the NAVD 88
 NM0202.geopotential number by the normal gravity value computed on the
 NM0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0202.degrees latitude (g = 980.6199 gals.).
 NM0202
 NM0202.The modeled gravity was interpolated from observed gravity values.
 NM0202
 NM0202;                    North         East    Units  Estimated Accuracy
 NM0202;SPC NE       -   292,900.      794,630.      MT  (+/- 180 meters Scaled)
 NM0202
 NM0202                          SUPERSEDED SURVEY CONTROL
 NM0202
 NM0202  NGVD 29 (??/??/92)  333.140  (m)         1092.98   (f) ADJ UNCH    1 2
 NM0202
 NM0202.Superseded values are not recommended for survey control.
 NM0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0202.See file dsdata.txt to determine how the superseded data were derived.
 NM0202
 NM0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM123992(NAD 83)
 NM0202_MARKER: B = BOLT
 NM0202_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0202_SP_SET: STONE
 NM0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0202
 NM0202  HISTORY     - Date     Condition        Report By
 NM0202  HISTORY     - UNK      MONUMENTED       MORC
 NM0202  HISTORY     - 1947     GOOD             NGS
 NM0202
 NM0202                          STATION DESCRIPTION
 NM0202
 NM0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM0202'AT DAKOTA CITY.
 NM0202'AT DAKOTA CITY, AT THE NORTHEAST CORNER OF THE COURT HOUSE LAWN,
 NM0202'122.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE COURT HOUSE,
 NM0202'41.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH STREET, 40.5
 NM0202'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST STREET, 1.5 FEET
 NM0202'NORTHEAST OF A 24-INCH ELM TREE AND LEADED IN THE TOP OF A STONE
 NM0202'SET ABOUT 3.5 FEET BELOW GROUND ACCESS TO WHICH IS HAD THROUGH
 NM0202'A FOUR INCH IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0213 ***********************************************************************
 LJ0213  DESIGNATION -  BOLT HEAD
 LJ0213  PID         -  LJ0213
 LJ0213  STATE/COUNTY-  NE/HITCHCOCK
 LJ0213  USGS QUAD   -  PALISADE (1973)
 LJ0213
 LJ0213                         *CURRENT SURVEY CONTROL
 LJ0213  ___________________________________________________________________
 LJ0213* NAD 83(1986)-  40 18 34.     (N)    101 02 20.     (W)     SCALED    
 LJ0213* NAVD 88     -       830.873  (meters)    2725.96   (feet)  ADJUSTED  
 LJ0213  ___________________________________________________________________
 LJ0213  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 LJ0213  DYNAMIC HT  -         830.314 (meters)    2724.12  (feet)  COMP
 LJ0213  MODELED GRAV-     979,924.7   (mgal)                       NAVD 88
 LJ0213
 LJ0213  VERT ORDER  -  SECOND    CLASS 0
 LJ0213
 LJ0213.The horizontal coordinates were scaled from a topographic map and have
 LJ0213.an estimated accuracy of +/- 6 seconds.
 LJ0213
 LJ0213.The orthometric height was determined by differential leveling
 LJ0213.and adjusted by the National Geodetic Survey in June 1991..
 LJ0213
 LJ0213.The geoid height was determined by GEOID03.
 LJ0213
 LJ0213.The dynamic height is computed by dividing the NAVD 88
 LJ0213.geopotential number by the normal gravity value computed on the
 LJ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0213.degrees latitude (g = 980.6199 gals.).
 LJ0213
 LJ0213.The modeled gravity was interpolated from observed gravity values.
 LJ0213
 LJ0213;                    North         East    Units  Estimated Accuracy
 LJ0213;SPC NE       -    53,390.      411,700.      MT  (+/- 180 meters Scaled)
 LJ0213
 LJ0213                          SUPERSEDED SURVEY CONTROL
 LJ0213
 LJ0213  NGVD 29 (??/??/92)  830.539  (m)         2724.86   (f) ADJ UNCH    2 0
 LJ0213
 LJ0213.Superseded values are not recommended for survey control.
 LJ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0213.See file dsdata.txt to determine how the superseded data were derived.
 LJ0213
 LJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK267640(NAD 83)
 LJ0213_MARKER: DB = BENCH MARK DISK
 LJ0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0213_SP_SET: BRIDGE
 LJ0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0213
 LJ0213  HISTORY     - Date     Condition        Report By
 LJ0213  HISTORY     - UNK      MONUMENTED       CGS
 LJ0213  HISTORY     - 1934     GOOD             NGS
 LJ0213
 LJ0213                          STATION DESCRIPTION
 LJ0213
 LJ0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LJ0213'4.1 MI W FROM BEVERLY.
 LJ0213'ON CHICAGO, BURLINGTON AND QUINCY RAILROAD BRIDGE 13.14.  THE
 LJ0213'EAST-MOST BOLT-HEAD AT NORTHEAST CORNER OF BRIDGE.  2 FEET
 LJ0213'NORTH OF NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0356 ***********************************************************************
 MM0356  DESIGNATION -  BOND
 MM0356  PID         -  MM0356
 MM0356  STATE/COUNTY-  NE/BLAINE
 MM0356  USGS QUAD   -  DUNNING NE (1986)
 MM0356
 MM0356                         *CURRENT SURVEY CONTROL
 MM0356  ___________________________________________________________________
 MM0356* NAD 83(1995)-  41 53 20.99112(N)    100 01 57.65918(W)     ADJUSTED  
 MM0356* NAVD 88     -       877.8    (meters)    2880.     (feet)  VERTCON   
 MM0356  ___________________________________________________________________
 MM0356  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 MM0356  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 MM0356
 MM0356  HORZ ORDER  -  FIRST
 MM0356
 MM0356.The horizontal coordinates were established by classical geodetic methods
 MM0356.and adjusted by the National Geodetic Survey in August 1997..
 MM0356
 MM0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0356
 MM0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0356
 MM0356.The geoid height was determined by GEOID03.
 MM0356
 MM0356;                    North         East     Units Scale Factor Converg.
 MM0356;SPC NE       -   228,251.567   497,288.352   MT  0.99968092   -0 01 18.0
 MM0356;UTM  14      - 4,637,985.909   414,326.878   MT  0.99969032   -0 41 22.4
 MM0356
 MM0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0356!SPC NE       -   0.99986584  x   0.99968092  =   0.99954680
 MM0356!UTM  14      -   0.99986584  x   0.99969032  =   0.99955620
 MM0356
 MM0356:                Primary Azimuth Mark                     Grid Az
 MM0356:SPC NE       -  BOND AZ MK                               118 25 15.8
 MM0356:UTM  14      -  BOND AZ MK                               119 05 20.2
 MM0356
 MM0356|---------------------------------------------------------------------|
 MM0356| PID    Reference Object                     Distance      Geod. Az  |
 MM0356|                                                           dddmmss.s |
 MM0356| CN7928 BOND AZ MK                                         1182357.8 |
 MM0356| CN7931 BOND RM 3                                          1274705.7 |
 MM0356| CN7929 BOND RM 1                            24.473 METERS 24755     |
 MM0356| CN7930 BOND RM 2                            25.657 METERS 29336     |
 MM0356| MM0355 T22N R24 23W SECS 7 12 1/4 COR      272.859 METERS 33817     |
 MM0356|---------------------------------------------------------------------|
 MM0356
 MM0356                          SUPERSEDED SURVEY CONTROL
 MM0356
 MM0356  NAD 83(1986)-  41 53 20.99850(N)    100 01 57.66636(W) AD(       ) 1
 MM0356  NAD 27      -  41 53 21.00100(N)    100 01 56.18500(W) AD(       ) 1
 MM0356  NGVD 29 (07/19/86)  877.5    (m)         2879.     (f) VERT ANG       
 MM0356
 MM0356.Superseded values are not recommended for survey control.
 MM0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0356.See file dsdata.txt to determine how the superseded data were derived.
 MM0356
 MM0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1432737986(NAD 83)
 MM0356_MARKER: DS = TRIANGULATION STATION DISK
 MM0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0356_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MM0356
 MM0356  HISTORY     - Date     Condition        Report By
 MM0356  HISTORY     - 1934     MONUMENTED       CGS
 MM0356  HISTORY     - 1973     GOOD             NGS
 MM0356
 MM0356                          STATION DESCRIPTION
 MM0356
 MM0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0356'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SEC. 7, T. 22
 MM0356'N., R. 23 W., ABOUT 900 YARDS SOUTH-SOUTHEAST FROM THE
 MM0356'QUARTER-SECTION MARK BETWEEN SEC. 7 AND SEC. 12, ABOUT 5-3/4
 MM0356'MILES NORTH-NORTHEAST OF DUNNING AND 12 MILES A LITTLE SOUTH
 MM0356'OF EAST FROM HOLSEY, IN PASTURE LAND, ON A VERY PROMINENT
 MM0356'SAND HILL, THE HIGHEST IN THE IMMEDIATE VICINITY.  LAND IS
 MM0356'OWNED BY THE NEBRASKA BOND AND MANUFACTURING COMPANY.
 MM0356'
 MM0356'STATION IS REACHED FROM THE ROAD JUNCTION JUST SOUTH OF THE
 MM0356'COUNTY COURTHOUSE IN BREWSTER.  GO SOUTH ON STATE HIGHWAY 7
 MM0356'FOR 10.0 MILES, OR 1.0 MILE BEYOND A SOD HOUSE ON RIGHT WITH
 MM0356'WINDMILL ON SIDE OF ROAD AND MAIL BOX (C. DURYEA) TO A SIDE
 MM0356'ROAD RIGHT, TURN SHARP RIGHT (NORTH) ON A GOOD DIRT ROAD, GO
 MM0356'0.6 MILE, TURN SHARP LEFT THROUGH WIRE GATE, GO WEST ACROSS
 MM0356'PASTURE AND GO UP LARGE DRAW WHICH IS DUE WEST OF THE GATE
 MM0356'FOR 0.5 MILE TO THE HIGHEST POINT OF HILL AND STATION.
 MM0356'
 MM0356'REFERENCE MARK NO. 1 IS 80 FEET WEST-SOUTHWEST OF SUMMIT OF
 MM0356'HILL, ON WEST SLOPE OF HILL, 80.43 FEET (24.518 METERS) FROM
 MM0356'STATION.
 MM0356'
 MM0356'REFERENCE MARK NO. 2 IS 85 FEET SOUTH OF HILL SUMMIT, 84.35
 MM0356'FEET (25.810 METERS) SOUTH OF STATION.
 MM0356'
 MM0356'AZIMUTH MARK IS 0.7 MILE EAST-SOUTHEAST OF STATION, 40 FEET
 MM0356'NORTH OF EAST-WEST FENCE LINE IN NORTH-SOUTH FENCE LINE, 32
 MM0356'FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD.  REACHED FROM
 MM0356'STATION BY FOLLOWING DESCRIPTION BACK TO MAIN ROAD, THENCE
 MM0356'TURN RIGHT (SOUTH) AND GO 0.2 MILE TO MARK ON LEFT.
 MM0356'
 MM0356'G.L.O. MARK IS 895.2 FEET NORTHWEST STATION, 2 FEET WEST OF
 MM0356'NORTH-SOUTH FENCE LINE IN EAST-WEST FENCE LINE.  MARK IS BRONZE
 MM0356'CAP SET ON IRON PIPE, ESTABLISHED BY THE GENERAL LAND OFFICE
 MM0356'SURVEY.  MARKED--G.L.O. S 12, 1/2, S. 7., 1911.
 MM0356'
 MM0356'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 MM0356
 MM0356                          STATION RECOVERY (1973)
 MM0356
 MM0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0356'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 MM0356'DESCRIBED.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED
 MM0356'TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  THEREFORE
 MM0356'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE DIRECTIONS
 MM0356'TO REFERENCE MARKS 1 AND 2 COMPARED FAVORABLY TO THE 1934
 MM0356'DATA BUT THE DIRECTION TO THE GENERAL LAND OFFICE MARK DID
 MM0356'NOT COMPARE FAVORABLY (DIFFERENCE OF 1 DEG 39.6 SEC).  SHORTER
 MM0356'DISTANCES TO REFERENCE MARKS 1 AND 2, FROM THE 1934 DATA,
 MM0356'WERE NOTED AND VERIFIED AT THIS TIME.  A COMPLETE NEW
 MM0356'DESCRIPTION FOLLOWS.
 MM0356'
 MM0356'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF BREWSTER,
 MM0356'6 MILES NORTHEAST OF DUNNING IN PASTURE LAND AND ON THE HIGHEST
 MM0356'POINT OF A SAND HILL OWNED BY MR. FRED WARREN, PHONE NUMBER
 MM0356'(308) 538-2651.
 MM0356'
 MM0356'TO REACH FROM THE POST OFFICE IN DUNNING GO EAST ON GRAVEL
 MM0356'AND PAVED STREET FOR 0.25 MILE TO A T-ROAD, STATE HIGHWAY 2.
 MM0356'TURN LEFT AND GO NORTH ON STATE HIGHWAY 2 FOR 0.35 MILE TO THE
 MM0356'JUNCTION OF STATE HIGHWAY 91, TURN RIGHT AND GO EAST AND
 MM0356'NORTHEAST ON STATE HIGHWAY 91 FOR 6.0 MILES TO A GRAVELED
 MM0356'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR
 MM0356'0.1 MILE TO REFERENCE MARK 3 (AZIMUTH MARK) ON THE LEFT.
 MM0356'CONTINUE NORTH ON GRAVELED ROAD FOR 0.75 MILE TO A GATE ON THE
 MM0356'LEFT, TURN LEFT PASSING THROUGH THE GATE AND GO NORTHWEST,
 MM0356'UPHILL THENCE WEST ACROSS COUNTRY IN PASTURE FOR 0.5 MILE TO
 MM0356'THE STATION ON HIGHEST POINT.
 MM0356'
 MM0356'THE STATION MARK IS A STANDARD DISK STAMPED BOND 1934, CEMENTED
 MM0356'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MM0356'4 INCHES ABOVE THE GROUND.  IT IS ON THE HIGHEST POINT OF A
 MM0356'PROMINENT HILL.
 MM0356'
 MM0356'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOND NO 1 1934,
 MM0356'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MM0356'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY
 MM0356'6 FEET LOWER THAN THE STATION.
 MM0356'
 MM0356'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOND NO 2 1934,
 MM0356'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MM0356'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY
 MM0356'6 FEET LOWER THAN THE STATION.
 MM0356'
 MM0356'REFERENCE MARK 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 MM0356'BOND 1934 NO 3 1973, CEMENTED IN THE TOP OF A 12-INCH ROUND
 MM0356'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND.
 MM0356'IT IS 44 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 2.5 FEET
 MM0356'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1 FOOT
 MM0356'EAST OF A WIRE FENCE.
 MM0356'
 MM0356'THE GLO MARK IS A GENERAL LAND OFFICE SURVEY DISK STAMPED S 12
 MM0356'1/4 S7 1911, ATTACHED TO THE TOP OF A 1-INCH IRON PIPE THAT
 MM0356'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 6 INCHES WEST OF
 MM0356'A NORTH-SOUTH FENCE, IN AN EAST-WEST FENCE.  TO REACH FROM THE
 MM0356'STATION GO NORTH-NORTHWEST ACROSS PASTURE FOR 0.2 MILE TO THE
 MM0356'MARK AT THE JUNCTION OF NORTH-SOUTH AND EAST-WEST FENCES.
 MM0356'
 MM0356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 MM0356'NORTHEAST OF DUNNING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0793 ***********************************************************************
 NN0793  DESIGNATION -  BONE RESET
 NN0793  PID         -  NN0793
 NN0793  STATE/COUNTY-  NE/BROWN
 NN0793  USGS QUAD   -  AINSWORTH SW (1954)
 NN0793
 NN0793                         *CURRENT SURVEY CONTROL
 NN0793  ___________________________________________________________________
 NN0793* NAD 83(1995)-  42 33 14.00348(N)    099 54 41.76257(W)     ADJUSTED  
 NN0793* NAVD 88     -       781.     (meters)    2562.     (feet)  SCALED    
 NN0793  ___________________________________________________________________
 NN0793  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 NN0793  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 NN0793
 NN0793  HORZ ORDER  -  SECOND
 NN0793
 NN0793.The horizontal coordinates were established by classical geodetic methods
 NN0793.and adjusted by the National Geodetic Survey in August 1997..
 NN0793
 NN0793.The orthometric height was scaled from a topographic map.
 NN0793
 NN0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0793
 NN0793.The geoid height was determined by GEOID03.
 NN0793
 NN0793;                    North         East     Units Scale Factor Converg.
 NN0793;SPC NE       -   302,071.856   507,258.828   MT  0.99982614   +0 03 30.9
 NN0793;UTM  14      - 4,711,679.609   425,161.373   MT  0.99966891   -0 36 59.5
 NN0793
 NN0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0793!SPC NE       -   0.99988101  x   0.99982614  =   0.99970718
 NN0793!UTM  14      -   0.99988101  x   0.99966891  =   0.99954996
 NN0793
 NN0793:                Primary Azimuth Mark                     Grid Az
 NN0793:SPC NE       -  AINSWORTH MUNICIPAL TANK                 097 05 48.1
 NN0793:UTM  14      -  AINSWORTH MUNICIPAL TANK                 097 46 18.5
 NN0793
 NN0793|---------------------------------------------------------------------|
 NN0793| PID    Reference Object                     Distance      Geod. Az  |
 NN0793|                                                           dddmmss.s |
 NN0793| NN0791 AINSWORTH MUNICIPAL TANK            APPROX. 3.8 KM 0970919.0 |
 NN0793| CO2288 BONE AZ MK                                         1013107.1 |
 NN0793| CO2293 BONE RM 5 AZIMUTH                                  1015447.1 |
 NN0793| CO2291 BONE RM 3                            12.228 METERS 13300     |
 NN0793| CO2289 BONE RM 1                             9.968 METERS 13349     |
 NN0793| CO2292 BONE RM 4                            13.021 METERS 25112     |
 NN0793| CO2290 BONE RM 2                            10.778 METERS 26122     |
 NN0793|---------------------------------------------------------------------|
 NN0793
 NN0793                          SUPERSEDED SURVEY CONTROL
 NN0793
 NN0793  NAD 83(1986)-  42 33 14.01048(N)    099 54 41.77463(W) AD(       ) 2
 NN0793  NAD 27      -  42 33 14.01000(N)    099 54 40.32600(W) AD(       ) 2
 NN0793
 NN0793.Superseded values are not recommended for survey control.
 NN0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0793.See file dsdata.txt to determine how the superseded data were derived.
 NN0793
 NN0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2516111680(NAD 83)
 NN0793_MARKER: DS = TRIANGULATION STATION DISK
 NN0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0793
 NN0793  HISTORY     - Date     Condition        Report By
 NN0793  HISTORY     - 1949     MONUMENTED       CGS
 NN0793  HISTORY     - 1967     GOOD             USAF
 NN0793  HISTORY     - 1972     SEE DESCRIPTION  NGS
 NN0793
 NN0793                          STATION DESCRIPTION
 NN0793
 NN0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0793'THE STATION IS LOCATED ABOUT 3.0 MILES WEST OF AINSWORTH ON THE
 NN0793'RAILROAD RIGHT-OF-WAY BETWEEN U.S. HIGHWAY 20 AND THE NORTHWESTERN
 NN0793'RAILROAD.  IT IS 82 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 NN0793'20, 63 FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 49 FEET
 NN0793'NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 15 FEET NORTHEAST
 NN0793'OF TRIANGULAR BLAZED TELEPHONE POLE AND 9.5 FEET NORTH-NORTHEAST
 NN0793'OF WITNESS POST.  IT IS STAMPED BONE 1949 AND PROJECTS 2
 NN0793'INCHES.
 NN0793'
 NN0793'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 94 FEET SOUTH OF
 NN0793'THE CENTER OF U.S. HIGHWAY 20, 36 FEET NORTH OF THE NORTH
 NN0793'RAIL OF RAILROAD TRACKS AND 29 FEET WEST OF THE CENTER OF
 NN0793'NORTH-SOUTH ROAD.  IT IS STAMPED BONE NO 1 1949 AND PROJECTS
 NN0793'4 INCHES.
 NN0793'
 NN0793'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 93 FEET
 NN0793'SOUTH OF THE CENTER OF U.S. HIGHWAY 20, 37 FEET NORTH OF THE
 NN0793'NORTH RAIL OF RAILROAD TRACKS AND 21 FEET WEST OF TRIANGULAR
 NN0793'BLAZED TELEPHONE POLE.  IT IS STAMPED BONE NO 2 1949 AND
 NN0793'PROJECTS 1 INCH.
 NN0793'
 NN0793'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 61.1 FEET.
 NN0793'
 NN0793'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 98 FEET
 NN0793'SOUTH OF THE CENTER OF U.S. HIGHWAY 20, 102 FEET EAST OF THE
 NN0793'CENTER OF DRIVEWAY TO HOUSE, 30 FEET NORTH OF THE NORTH RAIL
 NN0793'OF RAILROAD TRACKS AND 1 FOOT NORTH OF WITNESS POST.  IT IS
 NN0793'STAMPED BONE 1949 AND PROJECTS 1 INCH.
 NN0793'
 NN0793'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NN0793'THE NORTH END OF MAIN STREET IN AINSWORTH, GO WEST ON U.S.
 NN0793'HIGHWAY 20 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 NN0793'DESCRIBED, CONTINUE WEST ON U.S. HIGHWAY 20 FOR 0.4 MILE TO
 NN0793'T-ROAD SOUTH AND STATION JUST WEST AS DESCRIBED.
 NN0793'
 NN0793'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0793
 NN0793                          STATION RECOVERY (1967)
 NN0793
 NN0793'RECOVERY NOTE BY US AIR FORCE 1967
 NN0793'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NN0793'CONDITION.  FOLLOWING A THOROUGH SEARCH, THE AZIMUTH MARK
 NN0793'COULD NOT BE FOUND.  POSSIBLY DESTROYED DURING THE LAYING OF
 NN0793'AN UNDERGROUND CABLE NEARBY.  THE ROUTE DESCRIPTION ADEQUATE.
 NN0793
 NN0793                          STATION RECOVERY (1972)
 NN0793
 NN0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NN0793'THE SUB-SURFACE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED
 NN0793'AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK AND
 NN0793'REFERENCE MARK 2 HAD BEEN HIT BY A BULLDOZER WHEN AN UNDERGROUND
 NN0793'PHONE CABLE WAS PLOWED INTO THE GROUND IN THIS AREA AND THE
 NN0793'AZIMUTH MARK WAS SEARCHED FOR AND COULD NOT BE FOUND AND IT
 NN0793'IS BELIEVED IT WAS DESTROYED WHEN DIRT IN THE AREA WAS REMOVED.
 NN0793'BEING THE HILL THE STATION WAS LOCATED ON HAD TO BE LOWERED
 NN0793'ABOUT THREE FEET, THE SUB-SURFACE STATION POINT WAS HELD AND
 NN0793'THE HILL REMOVED, THEN THE STATION MARK WAS SET BACK IN ITS
 NN0793'ORIGINAL POSITION AND REFERENCE MARKS 3, 4 AND 5 WERE
 NN0793'ESTABLISHED AS REFERENCE MARKS 1 AND 2 WERE ALSO REMOVED.
 NN0793'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 NN0793'
 NN0793'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF AINSWORTH, ON
 NN0793'THE RAILROAD RIGHT-OF-WAY BETWEEN U.S. HIGHWAY 20 AND THE
 NN0793'NORTHWESTERN RAILROAD.
 NN0793'
 NN0793'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NN0793'THE NORTH END OF MAIN STREET IN AINSWORTH, GO WEST ON HIGHWAY
 NN0793'20 FOR 2.2 MILES TO REFERENCE MARK 5 ON THE LEFT.  CONTINUE
 NN0793'WEST ON HIGHWAY 20 FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT
 NN0793'AND THE STATION ON THE LEFT IN THE SOUTHWEST ANGLE OF THE
 NN0793'INTERSECTION.
 NN0793'
 NN0793'THE STATION MARKS ARE STANDARD DISKS STAMPED BONE 1949 1972.
 NN0793'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 NN0793'POST THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 NN0793'83 FEET SOUTH OF THE CENTER OF HIGHWAY 20, 63 FEET WEST OF THE
 NN0793'CENTER OF A GRAVELED ROAD, 49 FEET NORTH OF THE NORTH RAIL
 NN0793'OF THE RAILROAD TRACK AND 1.5 FEET WEST OF A METAL WITNESS
 NN0793'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 NN0793'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 NN0793'
 NN0793'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BONE 1949 NO 3
 NN0793'1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 NN0793'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 104.5 FEET
 NN0793'SOUTH OF THE CENTER OF HIGHWAY 20, 28 FEET NORTH OF THE
 NN0793'NORTH RAIL OF THE RAILROAD TRACK, 33 FEET WEST OF THE CENTER OF
 NN0793'A GRAVELED ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.
 NN0793'
 NN0793'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BONE 1949 NO
 NN0793'4 1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 NN0793'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 104 FEET
 NN0793'SOUTH OF THE CENTER OF HIGHWAY 20 AND 27.5 FEET NORTH OF THE
 NN0793'NORTH RAIL OF THE RAILROAD TRACK.
 NN0793'
 NN0793'REFERENCE MARK 5 IS A STANDARD DISK STAMPED BONE 1949 NO 5 1972,
 NN0793'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NN0793'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 103 FEET
 NN0793'SOUTH OF THE CENTER OF HIGHWAY 20, 97 FEET EAST OF THE CENTER
 NN0793'OF AN OLD DRIVEWAY, 27.5 FEET NORTH OF THE NORTH RAIL OF THE
 NN0793'RAILROAD TRACK AND 1.5 FEET WEST OF A METAL WITNESS POST.
 NN0793'
 NN0793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 NN0793'2-1/2 MILES WEST OF AINSWORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0515 ***********************************************************************
 MN0515  DESIGNATION -  BONNER
 MN0515  PID         -  MN0515
 MN0515  STATE/COUNTY-  NE/MORRILL
 MN0515  USGS QUAD   -  ANGORA NE (1965)
 MN0515
 MN0515                         *CURRENT SURVEY CONTROL
 MN0515  ___________________________________________________________________
 MN0515* NAD 83(1995)-  41 59 19.46396(N)    103 03 17.29192(W)     ADJUSTED  
 MN0515* NAVD 88     -      1315.     (meters)    4314.     (feet)  SCALED    
 MN0515  ___________________________________________________________________
 MN0515  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 MN0515  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 MN0515
 MN0515  HORZ ORDER  -  SECOND
 MN0515
 MN0515.The horizontal coordinates were established by classical geodetic methods
 MN0515.and adjusted by the National Geodetic Survey in August 1997..
 MN0515
 MN0515.The orthometric height was scaled from a topographic map.
 MN0515
 MN0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0515
 MN0515.The geoid height was determined by GEOID03.
 MN0515
 MN0515;                    North         East     Units Scale Factor Converg.
 MN0515;SPC NE       -   243,777.855   246,992.702   MT  0.99969405   -2 01 27.9
 MN0515;UTM  13      - 4,650,356.192   661,128.266   MT  0.99991947   +1 18 05.7
 MN0515
 MN0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0515!SPC NE       -   0.99979681  x   0.99969405  =   0.99949092
 MN0515!UTM  13      -   0.99979681  x   0.99991947  =   0.99971630
 MN0515
 MN0515|---------------------------------------------------------------------|
 MN0515| PID    Reference Object                     Distance      Geod. Az  |
 MN0515|                                                           dddmmss.s |
 MN0515| CP7493 BONNER RM 1                           7.413 METERS 00815     |
 MN0515| CP7494 BONNER RM 2                           9.495 METERS 12118     |
 MN0515| CP7492 BONNER AZ MK                                       1252340.0 |
 MN0515|---------------------------------------------------------------------|
 MN0515
 MN0515                          SUPERSEDED SURVEY CONTROL
 MN0515
 MN0515  NAD 83(1995)-  41 59 19.46374(N)    103 03 17.29209(W) AD(       ) 2
 MN0515  NAD 83(1986)-  41 59 19.46052(N)    103 03 17.29202(W) AD(       ) 2
 MN0515  NAD 27      -  41 59 19.58100(N)    103 03 15.55200(W) AD(       ) 2
 MN0515
 MN0515.Superseded values are not recommended for survey control.
 MN0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0515.See file dsdata.txt to determine how the superseded data were derived.
 MN0515
 MN0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6112850356(NAD 83)
 MN0515_MARKER: DS = TRIANGULATION STATION DISK
 MN0515_SETTING: 0 = UNSPECIFIED SETTING
 MN0515
 MN0515  HISTORY     - Date     Condition        Report By
 MN0515  HISTORY     - 1946     MONUMENTED       CGS
 MN0515
 MN0515                          STATION DESCRIPTION
 MN0515
 MN0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0515'LOCATED ABOUT 12 MILES, AIR LINE, SOUTHWEST OF ALLIANCE ON
 MN0515'THE TOP OF A PROMINENT, POINTED SAND HILL NEAR THE SOUTHEAST
 MN0515'CORNER OF SECTION 1, TOWNSHIP 23 N, RANGE 50 WEST.  IT IS 76
 MN0515'FEET NORTH OF AN EAST-WEST FENCE LINE AND ABOUT 150 FEET WEST
 MN0515'OF A NORTH-SOUTH FENCE LINE.  IT IS A STANDARD DISK WELDED
 MN0515'ON TOP OF A 3-INCH IRON PIPE PROJECTING 15 INCHES.  IT IS
 MN0515'STAMPED BONNER 1946.
 MN0515'
 MN0515'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE HILL, 3 FEET
 MN0515'LOWER THAN THE STATION IT IS A STANDARD DISK WELDED ON TOP
 MN0515'OF A 3-INCH IRON PIPE PROJECTING 14 INCHES.  IT IS STAMPED
 MN0515'BONNER NO 1 1946.
 MN0515'
 MN0515'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL, 6 FEET
 MN0515'LOWER THAN THE STATION.  IT IS A STANDARD DISK WELDED ON TOP
 MN0515'OF A 3-INCH IRON PIPE PROJECTING 14 INCHES.  IT IS 59 FEET
 MN0515'NORTH OF AN EAST-WEST FENCE LINE AND 108 FEET NORTHWEST OF
 MN0515'A FENCE CORNER.  IT IS STAMPED BONNER NO 2 1946.
 MN0515'
 MN0515'THE AZIMUTH MARK IS ON THE NORTHEAST END OF THE FIRST LOW
 MN0515'RIDGE EAST OF THE STATION.  IT IS STAMPED BONNER 1946 AND
 MN0515'PROJECTS 8 INCHES.
 MN0515'
 MN0515'REACHED FROM THE STOP LIGHT IN THE CENTER OF ALLIANCE, GO
 MN0515'WEST ON STATE HIGHWAY 19 FOR 1.4 MILES TO THE JUNCTION OF
 MN0515'STATE HIGHWAYS 19 AND 2.  TURN LEFT, SOUTH, AND GO 6.25 MILES
 MN0515'TO A CROSSROAD.  TURN RIGHT AND GO 4.9 MILES TO A DIM TRACK
 MN0515'ROAD LEFT.  TURN LEFT SOUTH, AND GO 0.55 MILE TO THE SECOND
 MN0515'WIRE GATE.  PASS THROUGH WIRE GATE AND CONTINUE FOR 1.05 MILE
 MN0515'TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.55 MILE.
 MN0515'HERE TURN RIGHT, WEST, CROSS-COUNTRY, FOR 1.25 MILE, HERE
 MN0515'TURN RIGHT AND CONTINUE UP GRASSY SLOPE, NORTHWEST, FOR 0.2
 MN0515'MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTHWEST
 MN0515'FOR 150 YARDS TO THE HIGHEST POINT OF THE HILL AND THE
 MN0515'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0687 ***********************************************************************
 NP0687  DESIGNATION -  BOUNDARY MON 165 ECC
 NP0687  PID         -  NP0687
 NP0687  STATE/COUNTY-  NE/DAWES
 NP0687  USGS QUAD   -  ISINGLASS BUTTES (1970)
 NP0687
 NP0687                         *CURRENT SURVEY CONTROL
 NP0687  ___________________________________________________________________
 NP0687* NAD 83(1995)-  42 59 56.80850(N)    102 53 19.27853(W)     ADJUSTED  
 NP0687* NAVD 88     -      1013.     (meters)    3323.     (feet)  SCALED    
 NP0687  ___________________________________________________________________
 NP0687  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 NP0687  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 NP0687
 NP0687  HORZ ORDER  -  FIRST
 NP0687
 NP0687.The horizontal coordinates were established by classical geodetic methods
 NP0687.and adjusted by the National Geodetic Survey in January 1998..
 NP0687
 NP0687.The orthometric height was scaled from a topographic map.
 NP0687
 NP0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0687
 NP0687.The geoid height was determined by GEOID03.
 NP0687
 NP0687;                    North         East     Units Scale Factor Converg.
 NP0687;SPC NE       -   355,457.396   264,494.077   MT  0.99999959   -1 54 51.6
 NP0687;SPC SD S     -    77,167.731   391,671.063   MT  0.99996487   -1 45 46.1
 NP0687;SPC SD S     -   253,174.46  1,285,007.48   sFT  0.99996487   -1 45 46.1
 NP0687;UTM  13      - 4,762,879.296   672,094.781   MT  0.99996436   +1 26 24.9
 NP0687
 NP0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0687!SPC NE       -   0.99984404  x   0.99999959  =   0.99984363
 NP0687!SPC SD S     -   0.99984404  x   0.99996487  =   0.99980892
 NP0687!UTM  13      -   0.99984404  x   0.99996436  =   0.99980841
 NP0687
 NP0687:                Primary Azimuth Mark                     Grid Az
 NP0687:SPC NE       -  BOUNDARY MON 165 ECC AZ MK               127 25 45.6
 NP0687:SPC SD S     -  BOUNDARY MON 165 ECC AZ MK               127 16 40.1
 NP0687:UTM  13      -  BOUNDARY MON 165 ECC AZ MK               124 04 29.1
 NP0687
 NP0687|---------------------------------------------------------------------|
 NP0687| PID    Reference Object                     Distance      Geod. Az  |
 NP0687|                                                           dddmmss.s |
 NP0687| CP9707 BOUNDARY MON 165 ECC AZ MK                         1253054.0 |
 NP0687| CP9708 BOUNDARY MON 165 ECC RM 1            46.561 METERS 20948     |
 NP0687| OT0766 BOUNDARY MON 165 NE SD              208.367 METERS 31754     |
 NP0687|---------------------------------------------------------------------|
 NP0687
 NP0687                          SUPERSEDED SURVEY CONTROL
 NP0687
 NP0687  NAD 83(1995)-  42 59 56.80836(N)    102 53 19.27839(W) AD(       ) 1
 NP0687  NAD 83(1995)-  42 59 56.80420(N)    102 53 19.27700(W) AD(       ) 1
 NP0687  NAD 83(1986)-  42 59 56.79459(N)    102 53 19.27330(W) AD(       ) 1
 NP0687  NAD 27      -  42 59 56.87100(N)    102 53 17.62300(W) AD(       ) 1
 NP0687
 NP0687.Superseded values are not recommended for survey control.
 NP0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0687.See file dsdata.txt to determine how the superseded data were derived.
 NP0687
 NP0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7209562879(NAD 83)
 NP0687_MARKER: DS = TRIANGULATION STATION DISK
 NP0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0687
 NP0687  HISTORY     - Date     Condition        Report By
 NP0687  HISTORY     - 1934     MONUMENTED       CGS
 NP0687
 NP0687                          STATION DESCRIPTION
 NP0687
 NP0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0687'THE STATION IS LOCATED 15 MILES, AIRLINE, SW OF OGLALA POST
 NP0687'OFFICE ON A SMALL HILL 300 YARDS SE OF NEBRASKA-SOUTH DAKOTA
 NP0687'STATE BOUNDARY MONUMENT NO. 165, AND ONE MILE W OF GRADED ROAD
 NP0687'FROM OGLALA TO CHADRON.
 NP0687'
 NP0687'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0687'BRONZE DISKS SET IN CONCRETE.
 NP0687'
 NP0687'REFERENCE MARK NO. 1 IS SSW OF STATION.
 NP0687'
 NP0687'AZIMUTH MARK IS SE OF STATION AND 40 FEET NW OF CENTER LINE OF
 NP0687'HIGHWAY.
 NP0687'
 NP0687'BOUNDARY MONUMENT NO. 165 IS NW OF STATION, AND 4 FEET S OF E-W
 NP0687'FENCE LINE.  THE MONUMENT CONSISTS OF A RED GRANITE POST 10 BY
 NP0687'10 INCHES, BY 3-1/2 FEET HIGH.  IT HAS A CROSS CHISELED IN ITS
 NP0687'TOP.  ON THE S SIDE IS THE LETTER N, ON THE N S.D.
 NP0687'
 NP0687'THE STATION MAY BE REACHED FROM THE STATE LINE ON THE
 NP0687'OGLALA-CHADRON ROAD BY DRIVING S ON THE MAIN ROAD 0.3 MILE TO
 NP0687'A WOODEN BRIDGE.  CROSS BRIDGE AND AT S END LEAVE THE GRADED
 NP0687'ROAD.  TURN RIGHT OR W, AND WORK WAY OVERLAND AROUND COULEES,
 NP0687'IN A GENERALLY WESTERLY DIRECTION FOR 1.1 MILES.  AT A FENCE
 NP0687'T-INTERSECTION WITH THE STATE BOUNDARY FENCE, CROSS N-S FENCE
 NP0687'AND DRIVE SW TO TOP OF HILL AND STATION, 0.2 MILE.
 NP0687'
 NP0687'A 4-FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0720 ***********************************************************************
 NN0720  DESIGNATION -  BOUNDARY MON 26 1/2 NE SD
 NN0720  PID         -  NN0720
 NN0720  STATE/COUNTY-  NE/BOYD
 NN0720  USGS QUAD   -  NAPER NW (1964)
 NN0720
 NN0720                         *CURRENT SURVEY CONTROL
 NN0720  ___________________________________________________________________
 NN0720* NAD 83(1995)-  42 59 53.47485(N)    099 07 40.27796(W)     ADJUSTED  
 NN0720* NAVD 88     -       636.     (meters)    2087.     (feet)  SCALED    
 NN0720  ___________________________________________________________________
 NN0720  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 NN0720  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NN0720
 NN0720  HORZ ORDER  -  FIRST
 NN0720
 NN0720.The horizontal coordinates were established by classical geodetic methods
 NN0720.and adjusted by the National Geodetic Survey in August 1997..
 NN0720
 NN0720.The orthometric height was scaled from a topographic map.
 NN0720
 NN0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0720
 NN0720.The geoid height was determined by GEOID03.
 NN0720
 NN0720;                    North         East     Units Scale Factor Converg.
 NN0720;SPC NE       -   351,778.575   571,116.373   MT  0.99999917   +0 34 40.7
 NN0720;UTM  14      - 4,760,621.446   489,578.444   MT  0.99960134   -0 05 13.9
 NN0720
 NN0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0720!SPC NE       -   0.99990422  x   0.99999917  =   0.99990339
 NN0720!UTM  14      -   0.99990422  x   0.99960134  =   0.99950560
 NN0720
 NN0720:                Primary Azimuth Mark                     Grid Az
 NN0720:SPC NE       -  BONESTEEL MUNICIPAL TANK                 058 14 58.0
 NN0720:UTM  14      -  BONESTEEL MUNICIPAL TANK                 058 54 52.6
 NN0720
 NN0720|---------------------------------------------------------------------|
 NN0720| PID    Reference Object                     Distance      Geod. Az  |
 NN0720|                                                           dddmmss.s |
 NN0720| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.16.9 KM 0584938.7 |
 NN0720| CO2199 BOUNDARY MON 26 1/2 RM 1             18.452 METERS 06745     |
 NN0720| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.19.5 KM 0784536.7 |
 NN0720| CO2198 BOUNDARY MON 26 1/2 AZ MK                          0875132.5 |
 NN0720| CO2200 BOUNDARY MON 26 1/2 RM 2             20.186 METERS 29038     |
 NN0720| OR0894 HERRICK MUNICIPAL TANK              APPROX.13.7 KM 3391548.5 |
 NN0720|---------------------------------------------------------------------|
 NN0720
 NN0720                          SUPERSEDED SURVEY CONTROL
 NN0720
 NN0720  NAD 83(1986)-  42 59 53.48182(N)    099 07 40.28568(W) AD(       ) 1
 NN0720  NAD 27      -  42 59 53.48600(N)    099 07 38.93900(W) AD(       ) 1
 NN0720
 NN0720.Superseded values are not recommended for survey control.
 NN0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0720.See file dsdata.txt to determine how the superseded data were derived.
 NN0720
 NN0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8957860621(NAD 83)
 NN0720_MARKER: DS = TRIANGULATION STATION DISK
 NN0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0720
 NN0720  HISTORY     - Date     Condition        Report By
 NN0720  HISTORY     - 1940     MONUMENTED       CGS
 NN0720
 NN0720                          STATION DESCRIPTION
 NN0720
 NN0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0720'STATION IS ON THE NEBRASKA-SOUTH DAKOTA STATE LINE BOUNDARY
 NN0720'MONUMENT 26-1/2, 2-1/2 MILES NORTH-NORTHWEST OF NAPER, 100
 NN0720'YARDS WEST OF THE CENTER OF THE NORTH SIDE OF SEC. 19, T. 35 N.,
 NN0720'R. 15 W., NEBRASKA.
 NN0720'
 NN0720'TO REACH FROM THE NAPER POST OFFICE GO NORTH ON STATE HIGHWAY
 NN0720'12 FOR 0.6 MILE AND KEEP STRAIGHT AHEAD (NORTH) WHERE THE HIGHWAY
 NN0720'TURNS WEST, GO 1.0 MILE AND TURN LEFT (WEST), GO 1.0 MILE AND TURN
 NN0720'RIGHT (NORTH) GO 0.7 MILE AND TURN LEFT (WEST) AT STATE LINE,
 NN0720'GO 0.45 MILE TO THE AZIMUTH MARK AT FENCE LINE, CONTINUE 0.15
 NN0720'MILE WEST ON FARM LANE TO BOUNDARY MONUMENT AND STATION.
 NN0720'
 NN0720'STATION MARK IS ON THE EAST SLOPE OF A SMALL NORTH-SOUTH RIDGE,
 NN0720'ABOUT 50 FEET EAST OF THE TOP OF THE RIDGE, 24 FEET SOUTH OF
 NN0720'FENCE LINE AND 0.6 MILE WEST OF FARMHOUSE.  MARK IS A STANDARD
 NN0720'STATION DISK SET AT THE TOP OF THE BOUNDARY MONUMENT WHICH IS AN
 NN0720'8-INCH SQUARE GRANITE ROCK POST WHICH PROJECTS 3 FEET ABOVE THE
 NN0720'SURFACE OF THE GROUND, AND HAS THE FOLLOWING INSCRIPTIONS ON THE
 NN0720'SIDES--26-1/2M ON THE WEST SIDE, S.D. ON THE NORTH SIDE, N ON
 NN0720'THE SOUTH SIDE.  THE STATION DISK IS STAMPED BOUNDARY MON.
 NN0720'26-1/2 1940.
 NN0720'
 NN0720'REFERENCE MARK NO. 1 IS ABOUT 4 FEET LOWER THAN THE STATION
 NN0720'MARK, 15 INCHES SOUTH OF THE FENCE LINE, IS STAMPED BOUNDARY
 NN0720'MON. 26-1/2 NO. 1 1940, AND PROJECTS 6 INCHES.
 NN0720'
 NN0720'REFERENCE MARK NO. 2 IS LEVEL WITH STATION, 1 FOOT SOUTH OF FENCE
 NN0720'LINE, IS STAMPED BOUNDARY MON. 26-1/2 NO. 2 1940, AND PROJECTS
 NN0720'4 INCHES.
 NN0720'
 NN0720'AZIMUTH MARK IS 0.15 MILE EAST OF THE STATION, 2 FEET NORTH OF
 NN0720'SAME EAST-WEST FENCE LINE WHICH IS NEAR STATION, IS STAMPED
 NN0720'BOUNDARY MON. 26-1/2 1940, AND PROJECTS 6 INCHES.
 NN0720'
 NN0720'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0582 ***********************************************************************
 NO0582  DESIGNATION -  BOUNDARY MON 49 ECC RM 2
 NO0582  PID         -  NO0582
 NO0582  STATE/COUNTY-  NE/CHERRY
 NO0582  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0582
 NO0582                         *CURRENT SURVEY CONTROL
 NO0582  ___________________________________________________________________
 NO0582* NAD 83(1986)-  42 59 48.     (N)    100 36 54.     (W)     SCALED    
 NO0582* NAVD 88     -       859.268  (meters)    2819.12   (feet)  ADJUSTED  
 NO0582  ___________________________________________________________________
 NO0582  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 NO0582  DYNAMIC HT  -         858.923 (meters)    2817.98  (feet)  COMP
 NO0582  MODELED GRAV-     980,190.2   (mgal)                       NAVD 88
 NO0582
 NO0582  VERT ORDER  -  FIRST     CLASS II
 NO0582
 NO0582.The horizontal coordinates were scaled from a topographic map and have
 NO0582.an estimated accuracy of +/- 6 seconds.
 NO0582
 NO0582.The orthometric height was determined by differential leveling
 NO0582.and adjusted by the National Geodetic Survey in June 1994..
 NO0582
 NO0582.The geoid height was determined by GEOID03.
 NO0582
 NO0582.The dynamic height is computed by dividing the NAVD 88
 NO0582.geopotential number by the normal gravity value computed on the
 NO0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0582.degrees latitude (g = 980.6199 gals.).
 NO0582
 NO0582.The modeled gravity was interpolated from observed gravity values.
 NO0582
 NO0582;                    North         East    Units  Estimated Accuracy
 NO0582;SPC NE       -   351,430.      449,850.      MT  (+/- 180 meters Scaled)
 NO0582
 NO0582                          SUPERSEDED SURVEY CONTROL
 NO0582
 NO0582.No superseded survey control is available for this station.
 NO0582
 NO0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN683617(NAD 83)
 NO0582_MARKER: DR = REFERENCE MARK DISK
 NO0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0582_SP_SET: CONCRETE POST
 NO0582_STAMPING: BDY. MON. NO. 2. 49 ECC 1933
 NO0582_MARK LOGO: CGS   
 NO0582_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0582+STABILITY: SURFACE MOTION
 NO0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0582+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 NO0582
 NO0582  HISTORY     - Date     Condition        Report By
 NO0582  HISTORY     - 1933     MONUMENTED       CGS
 NO0582  HISTORY     - 19920723 GOOD             NGS
 NO0582
 NO0582                          STATION DESCRIPTION
 NO0582
 NO0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0582'13.7 KM (8.50 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE
 NO0582'COURTHOUSE IN VALENTINE, THENCE 3.4 KM (2.10 MI) WESTERLY ALONG A
 NO0582'ROAD (ABANDONED) AND THE NE-SD STATE LINE, 136.0 M (446.2 FT)
 NO0582'WEST-SOUTHWEST OF A RED STONE BOUNDARY MONUMENT, 53.9 M (176.8 FT)
 NO0582'SOUTH OF TRIANGULATION STATION BOUNDARY MON 49 ECC, 50.4 M (165.4 FT)
 NO0582'SOUTHWEST OF A WELL, 45.8 M (150.3 FT) WEST OF THE NORTH LEG OF A
 NO0582'DOUBLE UTILITY POLE, 8.0 M (26.2 FT) SOUTH OF THE CENTER OF THE ROAD,
 NO0582'0.8 M (2.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS
 NO0582'0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0563 ***********************************************************************
 MN0563  DESIGNATION -  BOUNDARY MON CO NE
 MN0563  PID         -  MN0563
 MN0563  STATE/COUNTY-  NE/CHEYENNE
 MN0563  USGS QUAD   -  POTTER SE (1972)
 MN0563
 MN0563                         *CURRENT SURVEY CONTROL
 MN0563  ___________________________________________________________________
 MN0563* NAD 83(1995)-  41 00 07.22114(N)    103 18 57.60315(W)     ADJUSTED  
 MN0563* NAVD 88     -      1418.     (meters)    4652.     (feet)  SCALED    
 MN0563  ___________________________________________________________________
 MN0563  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 MN0563  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 MN0563
 MN0563  HORZ ORDER  -  SECOND
 MN0563
 MN0563.The horizontal coordinates were established by classical geodetic methods
 MN0563.and adjusted by the National Geodetic Survey in August 1997..
 MN0563
 MN0563.The orthometric height was scaled from a topographic map.
 MN0563
 MN0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0563
 MN0563.The geoid height was determined by GEOID03.
 MN0563
 MN0563;                    North         East     Units Scale Factor Converg.
 MN0563;SPC NE       -   135,101.360   221,169.013   MT  0.99969701   -2 11 51.0
 MN0563;SPC CO N     -   492,347.912 1,098,136.717   MT  1.00004281   +1 24 40.2
 MN0563;SPC CO N     - 1,615,311.44  3,602,803.55   sFT  1.00004281   +1 24 40.2
 MN0563;UTM  13      - 4,540,345.442   641,625.490   MT  0.99984687   +1 06 18.1
 MN0563
 MN0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0563!SPC NE       -   0.99978070  x   0.99969701  =   0.99947777
 MN0563!SPC CO N     -   0.99978070  x   1.00004281  =   0.99982350
 MN0563!UTM  13      -   0.99978070  x   0.99984687  =   0.99962760
 MN0563
 MN0563                          SUPERSEDED SURVEY CONTROL
 MN0563
 MN0563  NAD 83(1995)-  41 00 07.21578(N)    103 18 57.60489(W) AD(       ) 2
 MN0563  NAD 83(1995)-  41 00 07.21573(N)    103 18 57.60488(W) AD(       ) 2
 MN0563  NAD 83(1986)-  41 00 07.21306(N)    103 18 57.60376(W) AD(       ) 2
 MN0563  NAD 27      -  41 00 07.26890(N)    103 18 55.85700(W) AD(       ) 2
 MN0563
 MN0563.Superseded values are not recommended for survey control.
 MN0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0563.See file dsdata.txt to determine how the superseded data were derived.
 MN0563
 MN0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4162540345(NAD 83)
 MN0563_MARKER: V = STONE MONUMENT
 MN0563_SETTING: 0 = UNSPECIFIED SETTING
 MN0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0563
 MN0563  HISTORY     - Date     Condition        Report By
 MN0563  HISTORY     - 1934     MONUMENTED       CGS
 MN0563  HISTORY     - 1963     GOOD             CGS
 MN0563
 MN0563                          STATION DESCRIPTION
 MN0563
 MN0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0563'LOCALITY--STATE LINE, 15 MILES SOUTH OF POTTER.  THIS MONUMENT
 MN0563'CONSISTS OF A 6-INCH SQUARE STONE POST PROJECTING ABOUT 2
 MN0563'INCHES ABOVE THE SURFACE OF THE GROUND.  IT HAS A DIAGONAL
 MN0563'CRACK ACROSS ITS TOP.  IT IS 150 YARDS SOUTH OF WINDMILL ON
 MN0563'MR. ANDERSONS FARM, 20 YARDS EAST OF A FENCE CORNER, AND 1-1/2
 MN0563'FEET SOUTH OF AN EAST-WEST FENCE LINE.  THIS MONUMENT IS
 MN0563'1194.692 METERS WEST-SOUTHWEST OF STATION COLONEB, HORIZONTAL
 MN0563'DISTANCE.
 MN0563'
 MN0563'THIS MONUMENT MAY BE REACHED FROM POTTER BY DRIVING SOUTH FROM
 MN0563'U.S. HIGHWAY 30 ON A GOOD, GRADED, GRAVELED COUNTRY ROAD
 MN0563'FOR 2.9 MILES TO A T-INTERSECTION.  THEN PROCEED AS FOLLOWS--EAST
 MN0563'0.5 MILE.  SOUTH 7.0 MILES TO T-INTERSECTION.  AND EAST 1.0
 MN0563'MILE.  AFTER WINDING SOUTHEASTERLY DOWN A HILL, FOLLOW THE
 MN0563'GRADED ROAD SOUTH 1.9 MILES TO A T-INTERSECTION, GO WEST 0.4
 MN0563'MILE, LEAVE THE GRADE AND DRIVE SOUTH ON A POOR SECTION-LINE
 MN0563'ROAD FOR 3.0 MILES.  (A SMALL BRIDGE WITH WHITE RAILINGS
 MN0563'IS CROSSED JUST AFTER LEAVING MAIN GRADED ROAD.) AT A FARM
 MN0563'CROSS ROAD AT TWO DIAGONAL FENCE CORNERS TURN RIGHT (WEST)
 MN0563'AND GO ONE-HALF MILE ON TRACK ROAD TO THE FARM BUILDINGS,
 MN0563'PASS THROUGH TWO WIRE GATES AT SIDE OF HOUSE AND GO 150
 MN0563'YARDS DUE SOUTH OF WINDMILL TO MONUMENT.
 MN0563
 MN0563                          STATION RECOVERY (1963)
 MN0563
 MN0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0563'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0700 ***********************************************************************
 NN0700  DESIGNATION -  BOUNDARY MP 46 1/2 NE SD
 NN0700  PID         -  NN0700
 NN0700  STATE/COUNTY-  NE/BOYD
 NN0700  USGS QUAD   -  SPENCER NORTH (1964)
 NN0700
 NN0700                         *CURRENT SURVEY CONTROL
 NN0700  ___________________________________________________________________
 NN0700* NAD 83(1995)-  42 59 54.11416(N)    098 44 01.61830(W)     ADJUSTED  
 NN0700* NAVD 88     -       559.     (meters)    1834.     (feet)  SCALED    
 NN0700  ___________________________________________________________________
 NN0700  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 NN0700  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 NN0700
 NN0700  HORZ ORDER  -  SECOND
 NN0700
 NN0700.The horizontal coordinates were established by classical geodetic methods
 NN0700.and adjusted by the National Geodetic Survey in August 1997..
 NN0700
 NN0700.The orthometric height was scaled from a topographic map.
 NN0700
 NN0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0700
 NN0700.The geoid height was determined by GEOID03.
 NN0700
 NN0700;                    North         East     Units Scale Factor Converg.
 NN0700;SPC NE       -   352,195.672   603,247.540   MT  0.99999925   +0 50 20.8
 NN0700;SPC SD S     -    75,135.421   730,419.726   MT  0.99996501   +1 06 12.4
 NN0700;SPC SD S     -   246,506.79  2,396,385.38   sFT  0.99996501   +1 06 12.4
 NN0700;UTM  14      - 4,760,667.617   521,699.501   MT  0.99960579   +0 10 53.6
 NN0700
 NN0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0700!SPC NE       -   0.99991637  x   0.99999925  =   0.99991562
 NN0700!SPC SD S     -   0.99991637  x   0.99996501  =   0.99988138
 NN0700!UTM  14      -   0.99991637  x   0.99960579  =   0.99952219
 NN0700
 NN0700                          SUPERSEDED SURVEY CONTROL
 NN0700
 NN0700  NAD 83(1986)-  42 59 54.12273(N)    098 44 01.62606(W) AD(       ) 2
 NN0700  NAD 27      -  42 59 54.13800(N)    098 44 00.31300(W) AD(       ) 2
 NN0700
 NN0700.Superseded values are not recommended for survey control.
 NN0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0700.See file dsdata.txt to determine how the superseded data were derived.
 NN0700
 NN0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2170060668(NAD 83)
 NN0700_MARKER: X = CHISELED CROSS
 NN0700_SETTING: 0 = UNSPECIFIED SETTING
 NN0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0700
 NN0700  HISTORY     - Date     Condition        Report By
 NN0700  HISTORY     - 1945     MONUMENTED       CGS
 NN0700  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NN0700
 NN0700                          STATION DESCRIPTION
 NN0700
 NN0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 NN0700'THE STATION IS LOCATED ABOUT 7.0 MILES N OF THE VILLAGE OF
 NN0700'SPENCER, NEBRASKA AND IS ON THE NEBRASKA-SOUTH DAKOTA STATE
 NN0700'LINE.  IT IS 19 FEET S OF THE APPROXIMATE CENTER LINE OF A
 NN0700'GRADED DIRT ROAD.
 NN0700'
 NN0700'THE MONUMENT IS A 10-INCH SQUARE AND 4-FOOT HIGH GRANITE
 NN0700'MARKER.  ON THE TOP OF THE MONUMENT WAS FOUND A CHISELED CROSS
 NN0700'NEAR THE CENTER OF THE STONE AND THIS POINT WAS MEASURED AND
 NN0700'OBSERVED.  ON THE N SIDE OF THE MONUMENT THERE WAS CHISELED
 NN0700'IN THE STONE S D WHILE ON THE S SIDE THERE WAS CHISELED AN
 NN0700'N, AND ON THE W SIDE THERE WAS CHISELED 46-1/2 M.
 NN0700'
 NN0700'A TRAVERSE CONNECTION WAS MADE FROM STATION WARE 1940 TO
 NN0700'NEBRASKA-SOUTH DAKOTA STATE LINE MONUMENT 46-1/2 M.  IT IS
 NN0700'486.806 METERS (1,597.13 FEET) NE OF STATION WARE 1940.
 NN0700'
 NN0700'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 NN0700'AND STATE HIGHWAY 54 IN THE SE SECTION OF THE VILLAGE OF
 NN0700'FAIRFAX, GO E ON STATE HIGHWAY 54 FOR 9.6 MILES TO THE
 NN0700'NEBRASKA-SOUTH DAKOTA STATE LINE, THENCE TURN RIGHT ON A
 NN0700'GRADED DIRT ROAD AND GO 0.3 MILE TO THE MONUMENT ON THE LEFT
 NN0700'AS DESCRIBED.
 NN0700'
 NN0700'THIS IS A TRAVERSE STATION.
 NN0700
 NN0700                          STATION RECOVERY (1948)
 NN0700
 NN0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0700'THE STATION IS LOCATED ON THE NEBRASKA AND SOUTH DAKOTA STATE
 NN0700'LINE, 8.0 MILES EAST-SOUTHEAST OF FAIRFAX AND ALONG THE SOUTH
 NN0700'SIDE OF THE ROAD.  IT IS A STONE POST ABOUT 8 INCHES SQUARE AND
 NN0700'4.5 FEET HIGH.  IT HAS THE LETTER N ON THE SOUTH SIDE, S D ON THE
 NN0700'NORTH AND 46-1/2 M ON THE WEST.
 NN0700'
 NN0700'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WARE
 NN0700'1940 TO 46-1/2 M.  IT IS 486.806 METERS (1597.13 FEET) NORTHEAST
 NN0700'OF THE STATION.  TRAVERSED BY J.C.P. IN 1945.
 NN0700'
 NN0700'TO REACH FROM THE JUNCTION OF HIGHWAY 281 AND HIGHWAY 54 IN
 NN0700'THE SOUTHEAST EDGE OF FAIRFAX, GO EAST ON HIGHWAY 54 9.9
 NN0700'MILES TO THE NEBRASKA AND SOUTH DAKOTA STATE LINE, TURN RIGHT
 NN0700'(WEST) ON DIRT ROAD 0.4 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0698 ***********************************************************************
 NN0698  DESIGNATION -  BOUNDARY MP 46 NE SD
 NN0698  PID         -  NN0698
 NN0698  STATE/COUNTY-  NE/BOYD
 NN0698  USGS QUAD   -  SPENCER NORTH (1964)
 NN0698
 NN0698                         *CURRENT SURVEY CONTROL
 NN0698  ___________________________________________________________________
 NN0698* NAD 83(1995)-  42 59 54.08819(N)    098 44 37.13463(W)     ADJUSTED  
 NN0698* NAVD 88     -       560.     (meters)    1837.     (feet)  SCALED    
 NN0698  ___________________________________________________________________
 NN0698  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 NN0698  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 NN0698
 NN0698  HORZ ORDER  -  SECOND
 NN0698
 NN0698.The horizontal coordinates were established by classical geodetic methods
 NN0698.and adjusted by the National Geodetic Survey in August 1997..
 NN0698
 NN0698.The orthometric height was scaled from a topographic map.
 NN0698
 NN0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0698
 NN0698.The geoid height was determined by GEOID03.
 NN0698
 NN0698;                    North         East     Units Scale Factor Converg.
 NN0698;SPC NE       -   352,183.135   602,443.162   MT  0.99999925   +0 49 57.3
 NN0698;SPC SD S     -    75,119.175   729,615.442   MT  0.99996501   +1 05 47.9
 NN0698;SPC SD S     -   246,453.49  2,393,746.66   sFT  0.99996501   +1 05 47.9
 NN0698;UTM  14      - 4,760,664.315   520,895.349   MT  0.99960537   +0 10 29.4
 NN0698
 NN0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0698!SPC NE       -   0.99991621  x   0.99999925  =   0.99991546
 NN0698!SPC SD S     -   0.99991621  x   0.99996501  =   0.99988122
 NN0698!UTM  14      -   0.99991621  x   0.99960537  =   0.99952161
 NN0698
 NN0698                          SUPERSEDED SURVEY CONTROL
 NN0698
 NN0698  NAD 83(1986)-  42 59 54.09668(N)    098 44 37.14213(W) AD(       ) 2
 NN0698  NAD 27      -  42 59 54.11100(N)    098 44 35.83200(W) AD(       ) 2
 NN0698
 NN0698.Superseded values are not recommended for survey control.
 NN0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0698.See file dsdata.txt to determine how the superseded data were derived.
 NN0698
 NN0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2089560664(NAD 83)
 NN0698_MARKER: H = DRILL HOLE
 NN0698_SETTING: 0 = UNSPECIFIED SETTING
 NN0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0698
 NN0698  HISTORY     - Date     Condition        Report By
 NN0698  HISTORY     - 1940     MONUMENTED       CGS
 NN0698  HISTORY     - 1945     GOOD             CGS
 NN0698  HISTORY     - 1948     GOOD             CGS
 NN0698
 NN0698                          STATION DESCRIPTION
 NN0698
 NN0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0698'THE STATION IS MARKED BY A SMALL DRILL HOLE IN THE TOP OF A
 NN0698'10-INCH SQUARE RED GRANITE POST WHICH MARKS THE BOUNDARY
 NN0698'BETWEEN NEBRASKA AND SOUTH DAKOTA.  THE POST PROJECTS 3-1/2
 NN0698'FEET ABOVE THE GROUND, AND BEARS THE FOLLOWING INSCRIPTION--S.D.
 NN0698'ON NORTH FACE AND N ON SOUTH FACE, AND 46M ON WEST FACE.  IT
 NN0698'IS 14 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, AND
 NN0698'325 FEET WEST OF THE INTERSECTION OF A T-ROAD SOUTH, THE
 NN0698'STATION WAS CONNECTED BY TRAVERSE TO STATION WARE WHICH IS ON
 NN0698'THE TOP OF A SMALL HILL TO THE EASTWARD.
 NN0698
 NN0698                          STATION RECOVERY (1945)
 NN0698
 NN0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 NN0698'THE STATION IS LOCATED ABOUT 7.0 MILES N OF THE VILLAGE OF
 NN0698'SPENCER, NEBRASKA, AND IS ON THE NEBRASKA-SOUTH DAKOTA STATE
 NN0698'LINE.  IT IS ON THE N EDGE OF A CULTIVATED FIELD, 19 FEET S
 NN0698'OF THE APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD.
 NN0698'
 NN0698'THE MONUMENT IS A 10-INCH SQUARE AND 4-FOOT HIGH GRANITE MARKER.
 NN0698'ON THE TOP WAS FOUND A DRILLED HOLE ABOUT 3 MILLIMETERS IN
 NN0698'DIAMETER IN THE CENTER OF THE STONE AND THIS POINT WAS MEASURED
 NN0698'AND OBSERVED.  ON THE N SIDE OF THE MONUMENT THERE WAS CHISELED
 NN0698'IN STONE S D WHILE ON THE S SIDE THERE WAS CHISELED AN N,
 NN0698'AND ON THE W SIDE THERE WAS CHISELED 46 M.
 NN0698'
 NN0698'A TRAVERSE CONNECTION WAS MADE FROM STATION WARE 1940 TO
 NN0698'NEBRASKA-SOUTH DAKOTA STATE LINE MONUMENT 46 M.  IT IS 331.382
 NN0698'METERS (1,087.21 FEET) NW OF STATION WARE 1940.
 NN0698'
 NN0698'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 NN0698'AND STATE HIGHWAY 54 IN THE SE SECTION OF THE VILLAGE OF
 NN0698'FAIRFAX, GO E ON HIGHWAY 54 FOR 9.6 MILES TO THE NEBRASKA-SOUTH
 NN0698'DAKOTA LINE, THENCE RIGHT FOR 0.8 MILE TO MONUMENT ON LEFT
 NN0698'AS DESCRIBED.
 NN0698'
 NN0698'THIS IS A TRAVERSE STATION.
 NN0698
 NN0698                          STATION RECOVERY (1948)
 NN0698
 NN0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0698'THE STATION IS LOCATED ON THE NEBRASKA AND SOUTH DAKOTA STATE
 NN0698'LINE, 8.0 MILES EAST-SOUTHEAST OF FAIRFAX AND ALONG THE SOUTH
 NN0698'EDGE OF THE ROAD.  IT IS A STONE POST ABOUT 8 INCHES SQUARE
 NN0698'AND 4.5 FEET HIGH.  IT HAS THE LETTER N ON THE SOUTH SIDE, S D
 NN0698'ON THE NORTH AND 46 M ON THE WEST.
 NN0698'
 NN0698'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NN0698'WARE 1940 TO 46 M.  IT IS 331.382 METERS (1087.21 FEET) NORTHWEST
 NN0698'OF THE STATION.  TRAVERSED BY J.C.P. IN 1945.
 NN0698'
 NN0698'TO REACH FROM THE JUNCTION OF HIGHWAY 281 AND HIGHWAY 54 IN
 NN0698'THE SOUTHEAST EDGE OF FAIRFAX, GO EAST ON HIGHWAY 54 9.9
 NN0698'MILES TO-THE NEBRASKA AND SOUTH DAKOTA STATE LINE, TURN RIGHT
 NN0698'(WEST) ON DIRT ROAD 0.9 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0692 ***********************************************************************
 NN0692  DESIGNATION -  BOUNDARY MP 55 NE SD
 NN0692  PID         -  NN0692
 NN0692  STATE/COUNTY-  NE/BOYD
 NN0692  USGS QUAD   -  GROSS (1964)
 NN0692
 NN0692                         *CURRENT SURVEY CONTROL
 NN0692  ___________________________________________________________________
 NN0692* NAD 83(1995)-  42 59 54.87094(N)    098 33 59.54023(W)     ADJUSTED  
 NN0692* NAVD 88     -       530.     (meters)    1739.     (feet)  SCALED    
 NN0692  ___________________________________________________________________
 NN0692  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 NN0692  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 NN0692
 NN0692  HORZ ORDER  -  SECOND
 NN0692
 NN0692.The horizontal coordinates were established by classical geodetic methods
 NN0692.and adjusted by the National Geodetic Survey in August 1997..
 NN0692
 NN0692.The orthometric height was scaled from a topographic map.
 NN0692
 NN0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0692
 NN0692.The geoid height was determined by GEOID03.
 NN0692
 NN0692;                    North         East     Units Scale Factor Converg.
 NN0692;SPC NE       -   352,431.931   616,883.070   MT  0.99999935   +0 56 59.8
 NN0692;SPC SD S     -    75,435.115   744,053.541   MT  0.99996497   +1 13 07.8
 NN0692;SPC SD S     -   247,490.04  2,441,115.66   sFT  0.99996497   +1 13 07.8
 NN0692;UTM  14      - 4,760,747.727   535,331.536   MT  0.99961536   +0 17 44.2
 NN0692
 NN0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0692!SPC NE       -   0.99992094  x   0.99999935  =   0.99992029
 NN0692!SPC SD S     -   0.99992094  x   0.99996497  =   0.99988591
 NN0692!UTM  14      -   0.99992094  x   0.99961536  =   0.99953633
 NN0692
 NN0692                          SUPERSEDED SURVEY CONTROL
 NN0692
 NN0692  NAD 83(1986)-  42 59 54.88053(N)    098 33 59.54754(W) AD(       ) 2
 NN0692  NAD 27      -  42 59 54.89800(N)    098 33 58.24800(W) AD(       ) 2
 NN0692
 NN0692.Superseded values are not recommended for survey control.
 NN0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0692.See file dsdata.txt to determine how the superseded data were derived.
 NN0692
 NN0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3533260748(NAD 83)
 NN0692_MARKER: H = DRILL HOLE
 NN0692_SETTING: 0 = UNSPECIFIED SETTING
 NN0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0692
 NN0692  HISTORY     - Date     Condition        Report By
 NN0692  HISTORY     - 1940     MONUMENTED       CGS
 NN0692
 NN0692                          STATION DESCRIPTION
 NN0692
 NN0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0692'MONUMENT IS ON THE NEBRASKA-SOUTH DAKOTA STATE LINE ABOUT 3-1/2
 NN0692'MILES NORTH OF GROSS, NEAR THE NORTHEAST CORNER OF SEC. 23,
 NN0692'T. 35 N., R. 11 W., NEBRASKA.  MONUMENT IS 266.312 METERS
 NN0692'EAST OF TRIANGULATION STATION MORTON, (1940) ABOUT 50 YARDS
 NN0692'EAST OF A RIGHT-ANGLE TURN IN ROAD, ABOUT 75 FEET EAST OF A FENCE
 NN0692'CORNER, ABOUT 31 FEET SOUTH OF AN EAST-WEST FENCE.  MONUMENT
 NN0692'IS OF GRANITE, 10 INCHES SQUARE AND PROJECTS 3-1/2 FEET FROM
 NN0692'THE GROUND.  IT IS LETTERED S.D. ON THE NORTH SIDE, N ON THE
 NN0692'SOUTH AND 55 M. ON THE WEST SIDE.  POINT LOCATED BY TRAVERSE
 NN0692'FROM TRIANGULATION STATION MORTON, (1940) IS A SMALL DRILL
 NN0692'HOLE IN THE CENTER OF THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1157 ***********************************************************************
 ML1157  DESIGNATION -  BOW
 ML1157  PID         -  ML1157
 ML1157  STATE/COUNTY-  NE/CUSTER
 ML1157  USGS QUAD   -  BROKEN BOW NE (1978)
 ML1157
 ML1157                         *CURRENT SURVEY CONTROL
 ML1157  ___________________________________________________________________
 ML1157* NAD 83(1995)-  41 27 24.64772(N)    099 34 58.40405(W)     ADJUSTED  
 ML1157* NAVD 88     -       842.     (meters)    2762.     (feet)  SCALED    
 ML1157  ___________________________________________________________________
 ML1157  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 ML1157  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 ML1157
 ML1157  HORZ ORDER  -  FIRST
 ML1157
 ML1157.The horizontal coordinates were established by classical geodetic methods
 ML1157.and adjusted by the National Geodetic Survey in August 1997..
 ML1157
 ML1157.The orthometric height was scaled from a topographic map.
 ML1157
 ML1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1157
 ML1157.The geoid height was determined by GEOID03.
 ML1157
 ML1157;                    North         East     Units Scale Factor Converg.
 ML1157;SPC NE       -   180,334.973   534,838.175   MT  0.99965896   +0 16 35.1
 ML1157;UTM  14      - 4,589,637.332   451,317.998   MT  0.99962916   -0 23 09.3
 ML1157
 ML1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1157!SPC NE       -   0.99987148  x   0.99965896  =   0.99953048
 ML1157!UTM  14      -   0.99987148  x   0.99962916  =   0.99950069
 ML1157
 ML1157:                Primary Azimuth Mark                     Grid Az
 ML1157:SPC NE       -  BOW RM 1                                 146 29 57.2
 ML1157:UTM  14      -  BOW RM 1                                 147 09 41.6
 ML1157
 ML1157|---------------------------------------------------------------------|
 ML1157| PID    Reference Object                     Distance      Geod. Az  |
 ML1157|                                                           dddmmss.s |
 ML1157| CN7938 BOW RM 1                                           1464632.3 |
 ML1157| CN7939 BOW RM 2                                           16528     |
 ML1157| CN7940 BOW RM 3                                           23552     |
 ML1157|---------------------------------------------------------------------|
 ML1157
 ML1157                          SUPERSEDED SURVEY CONTROL
 ML1157
 ML1157  NAD 83(1986)-  41 27 24.65417(N)    099 34 58.40917(W) AD(       ) 1
 ML1157  NAD 27      -  41 27 24.63000(N)    099 34 57.01000(W) AD(       ) 1
 ML1157
 ML1157.Superseded values are not recommended for survey control.
 ML1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1157.See file dsdata.txt to determine how the superseded data were derived.
 ML1157
 ML1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5131889637(NAD 83)
 ML1157_MARKER: DS = TRIANGULATION STATION DISK
 ML1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1157
 ML1157  HISTORY     - Date     Condition        Report By
 ML1157  HISTORY     - 1933     MONUMENTED       CGS
 ML1157
 ML1157                          STATION DESCRIPTION
 ML1157
 ML1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1157'ABOUT 4-1/2 MILES NORTHEAST OF BROKEN BOW IN SOUTHEAST QUARTER
 ML1157'SEC. 11, T. 17 N., R. 20 W., ON LAND OWNED BY A BANK AND IN
 ML1157'CHARGE OF F.D. SKILLMAN OF BROKEN BOW.
 ML1157'
 ML1157'REACHED FROM BROKEN BOW VIA STATE HIGHWAY 16 EAST FROM SQUARE,
 ML1157'1/4 MILE TO STREET TURNING NORTH.  FOLLOW THIS ROAD NORTH FOR
 ML1157'2.5 MILES TO TAPPAN VALLEY SCHOOL, THENCE EAST ON ROAD WHICH
 ML1157'LEADS UP DEEP VALLEY 3.6 MILES TO TOP OF STEEP GRADE.  TURN
 ML1157'SHARPLY TO LEFT (NORTHWEST) ON FARM ROAD ALONG EDGE OF CULTIVATED
 ML1157'FIELD, FOLLOW THIS ROAD NORTHWEST 0.4 MILE TO STATION.  STATION
 ML1157'IS ON THE HIGHEST SUMMIT OF PROMINENT HILL IN NATURAL HAYFIELD,
 ML1157'APPROXIMATELY 25 FEET NORTHEAST OF FARM ROAD, AND 200 FEET
 ML1157'SOUTHWEST OF LONE COTTONWOOD.  MARK IS 4 INCHES ABOVE GROUND.
 ML1157'
 ML1157'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION
 ML1157'IN EAST-WEST FENCE LINE, PROJECTS 4 INCHES.
 ML1157'
 ML1157'REFERENCE MARK NO. 2 IS SOUTH OF STATION, PROJECTS
 ML1157'4 INCHES.
 ML1157'
 ML1157'REFERENCE MARK NO. 3 IS SOUTHWEST OF STATION, PROJECTS
 ML1157'4 INCHES.
 ML1157'
 ML1157'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0653 ***********************************************************************
 NP0653  DESIGNATION -  BOX BUTTE
 NP0653  PID         -  NP0653
 NP0653  STATE/COUNTY-  NE/BOX BUTTE
 NP0653  USGS QUAD   -  BOX BUTTE (1976)
 NP0653
 NP0653                         *CURRENT SURVEY CONTROL
 NP0653  ___________________________________________________________________
 NP0653* NAD 83(1995)-  42 15 36.13889(N)    102 50 41.46168(W)     ADJUSTED  
 NP0653* NAVD 88     -      1236.     (meters)    4055.     (feet)  SCALED    
 NP0653  ___________________________________________________________________
 NP0653  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 NP0653  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 NP0653
 NP0653  HORZ ORDER  -  SECOND
 NP0653
 NP0653.The horizontal coordinates were established by classical geodetic methods
 NP0653.and adjusted by the National Geodetic Survey in August 1997..
 NP0653
 NP0653.The orthometric height was scaled from a topographic map.
 NP0653
 NP0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0653
 NP0653.The geoid height was determined by GEOID03.
 NP0653
 NP0653;                    North         East     Units Scale Factor Converg.
 NP0653;SPC NE       -   273,294.434   265,366.172   MT  0.99974521   -1 53 07.0
 NP0653;UTM  13      - 4,680,897.497   677,759.918   MT  0.99998881   +1 26 59.0
 NP0653
 NP0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0653!SPC NE       -   0.99980915  x   0.99974521  =   0.99955441
 NP0653!UTM  13      -   0.99980915  x   0.99998881  =   0.99979796
 NP0653
 NP0653|---------------------------------------------------------------------|
 NP0653| PID    Reference Object                     Distance      Geod. Az  |
 NP0653|                                                           dddmmss.s |
 NP0653| CP9718 BOX BUTTE RM 1                        6.118 METERS 10320     |
 NP0653| CP9717 BOX BUTTE AZ MK                                    1880152.5 |
 NP0653| CP9719 BOX BUTTE RM 2                        6.767 METERS 20703     |
 NP0653|---------------------------------------------------------------------|
 NP0653
 NP0653                          SUPERSEDED SURVEY CONTROL
 NP0653
 NP0653  NAD 83(1995)-  42 15 36.13848(N)    102 50 41.46139(W) AD(       ) 2
 NP0653  NAD 83(1986)-  42 15 36.13579(N)    102 50 41.45922(W) AD(       ) 2
 NP0653  NAD 27      -  42 15 36.26200(N)    102 50 39.75400(W) AD(       ) 2
 NP0653
 NP0653.Superseded values are not recommended for survey control.
 NP0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0653.See file dsdata.txt to determine how the superseded data were derived.
 NP0653
 NP0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7776080897(NAD 83)
 NP0653_MARKER: DB = BENCH MARK DISK
 NP0653_SETTING: 0 = UNSPECIFIED SETTING
 NP0653
 NP0653  HISTORY     - Date     Condition        Report By
 NP0653  HISTORY     - 1946     MONUMENTED       USGS
 NP0653  HISTORY     - 1967     GOOD             USAF
 NP0653
 NP0653                          STATION DESCRIPTION
 NP0653
 NP0653'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0653'LOCATED 11 MILES NORTH-NORTHEAST OF ALLIANCE ON THE HIGHEST
 NP0653'POINT OF A PROMINENT BUTTE THAT IS ABOUT 50 FEET HIGHER THAN
 NP0653'THE SURROUNDING TERRITORY AND IS KNOWN LOCALLY AS BOX BUTTE.
 NP0653'MARKED BY A USGS BM DISK STAMPED BOX BUTTE 1946 SET IN A 4-INCH
 NP0653'BY 4-INCH CONCRETE POST THAT PROJECTS 2 INCHES.
 NP0653'
 NP0653'REFERENCE MARK NO. 1 IS 2 FEET LOWER THAN THE STATION.  IT IS
 NP0653'STAMPED BOX BUTTE USGS NO 1 1946 AND PROJECTS 3 INCHES.
 NP0653'
 NP0653'REFERENCE MARK NO. 2 IS 2 FEET LOWER THAN THE STATION.  IT IS
 NP0653'STAMPED BOX BUTTE USGS NO 2 1946 AND PROJECTS 3 INCHES.
 NP0653'
 NP0653'THE AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTERLINE OF A GRADED
 NP0653'DIRT ROAD AND 14 FEET WEST OF THE CENTERLINE OF A SECTION LINE
 NP0653'TRACK ROAD.  IT IS STAMPED BOX BUTTE USGS 1946 AND PROJECTS 4
 NP0653'INCHES.
 NP0653'
 NP0653'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS NO. 19 AND 2
 NP0653'AT THE EAST EDGE OF ALLIANCE, GO NORTH ON NO. 19 FOR 10.9 MILES
 NP0653'TO A CROSSROAD.  THEN RIGHT, EAST, FOR 1.0 MILE TO A CROSSROAD
 NP0653'AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT, NORTH, FOR 0.5
 NP0653'MILE AND THE STATION ON THE RIGHT.
 NP0653
 NP0653                          STATION RECOVERY (1967)
 NP0653
 NP0653'RECOVERY NOTE BY US AIR FORCE 1967
 NP0653'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 NP0653'IN GOOD CONDITION.
 NP0653'
 NP0653'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 NP0653'
 NP0653'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2
 NP0653'AND 87 IN HEMINGFORD, NEBRASKA, GO EAST ON HIGHWAY 87 FOR 4.85
 NP0653'MILES TO ITS JUNCTION WITH U.S. HIGHWAY 385.  CONTINUE EAST
 NP0653'ON HIGHWAY 87/385 FOR 5.4 MILES TO THEIR SEPARATION.  TURN SOUTH
 NP0653'ON U.S. HIGHWAY 385 FOR 5.1 MILES TO A GRAVEL ROAD LEFT.  TURN
 NP0653'LEFT (EAST) ON GRAVEL ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON
 NP0653'THE RIGHT.  THENCE, LEFT (NORTH) ACROSS PASTURELAND TO A
 NP0653'PROMINENT HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1069 ***********************************************************************
 ML1069  DESIGNATION -  BOXELDER
 ML1069  PID         -  ML1069
 ML1069  STATE/COUNTY-  NE/MERRICK
 ML1069  USGS QUAD   -  HORD (1962)
 ML1069
 ML1069                         *CURRENT SURVEY CONTROL
 ML1069  ___________________________________________________________________
 ML1069* NAD 83(1995)-  41 12 20.44293(N)    098 02 08.40187(W)     ADJUSTED  
 ML1069* NAVD 88     -       522.     (meters)    1713.     (feet)  SCALED    
 ML1069  ___________________________________________________________________
 ML1069  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 ML1069  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 ML1069
 ML1069  HORZ ORDER  -  THIRD
 ML1069
 ML1069.The horizontal coordinates were established by classical geodetic methods
 ML1069.and adjusted by the National Geodetic Survey in August 1997..
 ML1069
 ML1069.The orthometric height was scaled from a topographic map.
 ML1069
 ML1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1069
 ML1069.The geoid height was determined by GEOID03.
 ML1069
 ML1069;                    North         East     Units Scale Factor Converg.
 ML1069;SPC NE       -   154,236.427   664,686.510   MT  0.99967224   +1 18 06.3
 ML1069;UTM  14      - 4,562,037.979   580,849.740   MT  0.99968045   +0 38 07.1
 ML1069
 ML1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1069!SPC NE       -   0.99992202  x   0.99967224  =   0.99959428
 ML1069!UTM  14      -   0.99992202  x   0.99968045  =   0.99960249
 ML1069
 ML1069|---------------------------------------------------------------------|
 ML1069| PID    Reference Object                     Distance      Geod. Az  |
 ML1069|                                                           dddmmss.s |
 ML1069| CN7946 BOXELDER RM 1                        27.216 METERS 13000     |
 ML1069| ML1072 CENTRAL CITY MUN STANDPIPE          APPROX.10.6 KM 1664541.2 |
 ML1069| CN7945 BOXELDER AZ MK                                     2450637.0 |
 ML1069| CN7947 BOXELDER RM 2                        21.391 METERS 27152     |
 ML1069| ML1075 SANDY                               APPROX.10.3 KM 2825859.5 |
 ML1069|---------------------------------------------------------------------|
 ML1069
 ML1069                          SUPERSEDED SURVEY CONTROL
 ML1069
 ML1069  NAD 83(1986)-  41 12 20.45004(N)    098 02 08.40518(W) AD(       ) 3
 ML1069  NAD 27      -  41 12 20.39300(N)    098 02 07.18700(W) AD(       ) 3
 ML1069
 ML1069.Superseded values are not recommended for survey control.
 ML1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1069.See file dsdata.txt to determine how the superseded data were derived.
 ML1069
 ML1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8085062038(NAD 83)
 ML1069_MARKER: DS = TRIANGULATION STATION DISK
 ML1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1069_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ML1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1069+STABILITY: SURFACE MOTION
 ML1069
 ML1069  HISTORY     - Date     Condition        Report By
 ML1069  HISTORY     - 1950     MONUMENTED       CGS
 ML1069
 ML1069                          STATION DESCRIPTION
 ML1069
 ML1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1069'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF CENTRAL
 ML1069'CITY ON THE NORTH SIDE OF A TRACK ROAD.  IT IS 28 FEET NORTH
 ML1069'OF THE CENTERLINE OF A TRACK ROAD AND 1 FOOT SOUTH OF A FENCELINE.
 ML1069'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 ML1069'BOXELDER 1950.
 ML1069'
 ML1069'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE CENTERLINE OF A
 ML1069'TRACK ROAD AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS
 ML1069'ABOUT 4 INCHES AND THE DISK IS STAMPED BOXELDER NO 1 1950.
 ML1069'
 ML1069'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTERLINE OF A
 ML1069'TRACK ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS
 ML1069'ABOUT 4 INCHES AND THE DISK IS STAMPED BOXELDER NO 2 1950.
 ML1069'
 ML1069'AZIMUTH MARK IS 33 FEET EAST OF THE CENTERLINE OF A GRAVEL
 ML1069'ROAD, 19 FEET NORTH OF A TELEPHONE POLE AND 2.9 FEET NORTH OF
 ML1069'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND
 ML1069'THE DISK IS STAMPED BOXELDER 1950.
 ML1069'
 ML1069'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 ML1069'STATE ROUTE 14 IN CENTRAL CITY, GO NORTH ON STATE ROUTE 14
 ML1069'FOR 5.0 MILES TO ITS JUNCTION WITH STATE ROUTE 92.  TURN
 ML1069'LEFT (WEST) ON STATE ROUTE 92 FOR 2.0 MILES TO A CROSSROADS.
 ML1069'TURN RIGHT (NORTH) AND FOLLOW GRAVEL ROAD FOR 0.9 MILE TO AZIMUTH
 ML1069'MARK ON RIGHT AS DESCRIBED.  CONTINUE NORTH FOR 0.1 MILE TO A
 ML1069'CROSSROADS.  TURN RIGHT (EAST) FOR 0.3 MILE TO STATION MARK
 ML1069'ON NORTH SIDE OF ROAD.
 ML1069'
 ML1069'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0712 ***********************************************************************
 NN0712  DESIGNATION -  BOYD
 NN0712  PID         -  NN0712
 NN0712  STATE/COUNTY-  NE/BOYD
 NN0712  USGS QUAD   -  BUTTE SE (1952)
 NN0712
 NN0712                         *CURRENT SURVEY CONTROL
 NN0712  ___________________________________________________________________
 NN0712* NAD 83(1995)-  42 50 59.72637(N)    098 48 06.93082(W)     ADJUSTED  
 NN0712* NAVD 88     -       587.     (meters)    1926.     (feet)  SCALED    
 NN0712  ___________________________________________________________________
 NN0712  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 NN0712  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 NN0712
 NN0712  HORZ ORDER  -  SECOND
 NN0712
 NN0712.The horizontal coordinates were established by classical geodetic methods
 NN0712.and adjusted by the National Geodetic Survey in August 1997..
 NN0712
 NN0712.The orthometric height was scaled from a topographic map.
 NN0712
 NN0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0712
 NN0712.The geoid height was determined by GEOID03.
 NN0712
 NN0712;                    North         East     Units Scale Factor Converg.
 NN0712;SPC NE       -   335,628.121   597,920.064   MT  0.99993462   +0 47 38.3
 NN0712;UTM  14      - 4,744,168.355   516,183.988   MT  0.99960322   +0 08 04.9
 NN0712
 NN0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0712!SPC NE       -   0.99991190  x   0.99993462  =   0.99984653
 NN0712!UTM  14      -   0.99991190  x   0.99960322  =   0.99951516
 NN0712
 NN0712:                Primary Azimuth Mark                     Grid Az
 NN0712:SPC NE       -  BOYD AZ MK                               004 51 09.2
 NN0712:UTM  14      -  BOYD AZ MK                               005 30 42.6
 NN0712
 NN0712|---------------------------------------------------------------------|
 NN0712| PID    Reference Object                     Distance      Geod. Az  |
 NN0712|                                                           dddmmss.s |
 NN0712| CO2300 BOYD AZ MK                                         0053847.5 |
 NN0712| CO2301 BOYD RM 1                                          09524     |
 NN0712| CO2302 BOYD RM 2                                          19643     |
 NN0712| NN0711 BUTTE MUNICIPAL TANK                APPROX. 8.0 KM 3314601.1 |
 NN0712|---------------------------------------------------------------------|
 NN0712
 NN0712                          SUPERSEDED SURVEY CONTROL
 NN0712
 NN0712  NAD 83(1986)-  42 50 59.73393(N)    098 48 06.93769(W) AD(       ) 2
 NN0712  NAD 27      -  42 50 59.73300(N)    098 48 05.60800(W) AD(       ) 2
 NN0712
 NN0712.Superseded values are not recommended for survey control.
 NN0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0712.See file dsdata.txt to determine how the superseded data were derived.
 NN0712
 NN0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1618444168(NAD 83)
 NN0712_MARKER: DS = TRIANGULATION STATION DISK
 NN0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0712
 NN0712  HISTORY     - Date     Condition        Report By
 NN0712  HISTORY     - 1949     MONUMENTED       CGS
 NN0712
 NN0712                          STATION DESCRIPTION
 NN0712
 NN0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0712'THE STATION IS LOCATED ABOUT 4-1/4 MILES SOUTH AND 2-1/4
 NN0712'MILES EAST OF BUTTE AND ABOUT 1-1/2 MILES NORTH OF THE NIOBRARA
 NN0712'RIVER, ON THE HIGH POINT OF A SMALL SAND RIDGE JUST WEST OF A
 NN0712'SMALL RURAL SCHOOL HOUSE.  IT IS 67 FEET WEST OF THE NORTHWEST
 NN0712'CORNER OF THE SCHOOL HOUSE, 8-1/2 FEET EAST OF NORTH-SOUTH
 NN0712'FENCE LINE AND 8-1/2 FEET EAST-NORTHEAST OF WITNESS POST.
 NN0712'IT IS STAMPED BOYD 1949 AND PROJECTS 3 INCHES.
 NN0712'
 NN0712'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 6-1/2 FEET WEST
 NN0712'OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE.  IT IS STAMPED
 NN0712'BOYD NO 1 1949 AND PROJECTS 3 INCHES.
 NN0712'
 NN0712'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, SET
 NN0712'UNDER THE NORTH-SOUTH FENCE LINE.  IT IS STAMPED BOYD NO 2
 NN0712'1949 AND PROJECTS 3 INCHES.
 NN0712'
 NN0712'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION, 20
 NN0712'FEET EAST OF THE CENTER OF NORTH-SOUTH SECTION LINE ROAD, 1 FOOT
 NN0712'WEST OF NORTH-SOUTH FENCE LINE AND 2 FEET NORTH OF WITNESS
 NN0712'POST.  IT IS STAMPED BOYD 1949 AND PROJECTS 4 INCHES.
 NN0712'
 NN0712'TO REACH THE STATION FROM THE NORTH END OF MAIN STREET IN
 NN0712'BUTTE, GO EAST FOR 0.4 MILE TO JUNCTION WITH U.S. HIGHWAY
 NN0712'281 AND STATE ROUTE NO 12, TURN RIGHT AND GO SOUTH AND EAST ON
 NN0712'HIGHWAYS FOR 2.5 MILES TO CROSSROAD, TURN RIGHT AND GO SOUTH
 NN0712'ON SECTION LINE ROAD FOR 2.1 MILES TO THE AZIMUTH MARK ON
 NN0712'THE EAST SIDE AS DESCRIBED, CONTINUE SOUTH ON SECTION LINE
 NN0712'ROAD FOR 0.4 MILE TO SMALL SCHOOL HOUSE ON THE WEST SIDE
 NN0712'AND STATION JUST WEST AS DESCRIBED.
 NN0712'
 NN0712'A 4 FOOT SIGNAL AT STATION PADDOCK IS VISIBLE AT 4 FEET
 NN0712'
 NN0712'A 74 FOOT SIGNAL AT STATION SARATOGA 1940 IS VISIBLE AT 4
 NN0712'FEET
 NN0712'
 NN0712'A 4 FOOT SIGNAL AT STATION BASIN 1940 IS VISIBLE AT 4 FEET
 NN0712'
 NN0712'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1069 ***********************************************************************
 LH1069  DESIGNATION -  BRACE
 LH1069  PID         -  LH1069
 LH1069  STATE/COUNTY-  NE/GOSPER
 LH1069  USGS QUAD   -  ELWOOD SW (1971)
 LH1069
 LH1069                         *CURRENT SURVEY CONTROL
 LH1069  ___________________________________________________________________
 LH1069* NAD 83(1995)-  40 37 29.82827(N)    099 57 40.22321(W)     ADJUSTED  
 LH1069* NAVD 88     -       835.     (meters)    2739.     (feet)  SCALED    
 LH1069  ___________________________________________________________________
 LH1069  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 LH1069  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 LH1069
 LH1069  HORZ ORDER  -  FIRST
 LH1069
 LH1069.The horizontal coordinates were established by classical geodetic methods
 LH1069.and adjusted by the National Geodetic Survey in August 1997..
 LH1069
 LH1069.The orthometric height was scaled from a topographic map.
 LH1069
 LH1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1069
 LH1069.The geoid height was determined by GEOID03.
 LH1069
 LH1069;                    North         East     Units Scale Factor Converg.
 LH1069;SPC NE       -    87,893.618   503,284.417   MT  0.99977578   +0 01 32.6
 LH1069;UTM  14      - 4,497,568.560   418,706.810   MT  0.99968134   -0 37 33.1
 LH1069
 LH1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1069!SPC NE       -   0.99987275  x   0.99977578  =   0.99964856
 LH1069!UTM  14      -   0.99987275  x   0.99968134  =   0.99955413
 LH1069
 LH1069:                Primary Azimuth Mark                     Grid Az
 LH1069:SPC NE       -  CENTRAL NEBR PUB PWR RAD TWR 1           057 17 15.8
 LH1069:UTM  14      -  CENTRAL NEBR PUB PWR RAD TWR 1           057 56 21.5
 LH1069
 LH1069|---------------------------------------------------------------------|
 LH1069| PID    Reference Object                     Distance      Geod. Az  |
 LH1069|                                                           dddmmss.s |
 LH1069| LH1064 CENTRAL NEBR PUB PWR RAD TWR 1      APPROX.13.8 KM 0571848.4 |
 LH1069| CN7948 BRACE AZ MK                                        0695947.1 |
 LH1069| LH1060 CENTRAL NEBR PUB PWR RAD TWR 2      APPROX.18.9 KM 0711547.6 |
 LH1069| CN7949 BRACE RM 1                           33.628 METERS 08636     |
 LH1069| LH1057 BERTRAND MUNICIPAL TANK             APPROX.29.6 KM 1104544.2 |
 LH1069| LH1067 ELWOOD MUNICIPAL STANDPIPE          APPROX. 9.4 KM 1135409.2 |
 LH1069| LH1066 ELWOOD GRADE SCHOOL BELFRY          APPROX. 9.5 KM 1162140.4 |
 LH1069| LH1032 IMMANUELS LUTHERAN CH CROSS         APPROX.24.0 KM 1604039.5 |
 LH1069| CN7950 BRACE RM 2                           32.272 METERS 17657     |
 LH1069| LJ0393 FARNAM MUNICIPAL STANDPIPE          APPROX.23.4 KM 2935022.6 |
 LH1069|---------------------------------------------------------------------|
 LH1069
 LH1069                          SUPERSEDED SURVEY CONTROL
 LH1069
 LH1069  NAD 83(1986)-  40 37 29.83388(N)    099 57 40.22767(W) AD(       ) 1
 LH1069  NAD 27      -  40 37 29.81400(N)    099 57 38.78200(W) AD(       ) 1
 LH1069
 LH1069.Superseded values are not recommended for survey control.
 LH1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1069.See file dsdata.txt to determine how the superseded data were derived.
 LH1069
 LH1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1870797569(NAD 83)
 LH1069_MARKER: DS = TRIANGULATION STATION DISK
 LH1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1069_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1069
 LH1069  HISTORY     - Date     Condition        Report By
 LH1069  HISTORY     - 1934     MONUMENTED       CGS
 LH1069  HISTORY     - 1951     GOOD             CGS
 LH1069
 LH1069                          STATION DESCRIPTION
 LH1069
 LH1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1069'STATION IS LOCATED ON PROPERTY OF GOTLEB KUGLER, IN THE NORTHWEST
 LH1069'CORNER OF SEC. 32, T. 8 N., R. 23 W., BRACE TOWNSHIP.  MARK IS
 LH1069'ABOUT 0.2 MILE SOUTH OF NORTHWEST CORNER OF SEC. 32, 100 YARDS
 LH1069'EAST OF WEST FENCE LINE, 53 PACES EAST OF HEAD OF RAVINE RUNNING
 LH1069'NORTHWEST, 20 FEET WEST OF DIM TRAIL ACROSS PASTURE.
 LH1069'
 LH1069'REACHED FROM STANDARD OIL STATION IN EUSTIS BY GOING NORTH ON
 LH1069'CONCRETE STREET 0.6 MILE, THENCE EAST ON STATE HIGHWAY 23 N, FOR
 LH1069'4.15 MILES TO DIRT ROAD LEADING SOUTH AND SCHOOL NO. 49 IN
 LH1069'SOUTHWEST ANGLE.  GO SOUTH ON DIRT ROAD 1 MILE AND KEEP TO MAIN
 LH1069'ROAD LEFT ACROSS RAILROAD TRACKS AND KEEP RIGHT FOR 0.1 MILE
 LH1069'AND TURN LEFT THROUGH GATE FOLLOWING DIM ROAD ALONG EAST SIDE OF
 LH1069'FENCE FOR 0.25 MILE TO ANOTHER GATE.  PASS THROUGH THIS GATE
 LH1069'AND CONTINUE SOUTH ALONG BOTTOM OF CANYON FOR 0.2 MILE, THENCE
 LH1069'RIGHT THROUGH 2 GATES IN DOUBLE FENCE LINE.  CONTINUE SOUTH
 LH1069'ALONG WEST SIDE OF FENCE 0.45 MILE TO SOUTHEAST CORNER OF FIELD.
 LH1069'PASS THROUGH GATE AND FOLLOW DIM ROAD A LITTLE EAST OF SOUTH
 LH1069'FOR 0.2 MILE TO HIGHEST GROUND AND STATION.  MARK PROJECTS
 LH1069'ABOUT 6 INCHES.
 LH1069'
 LH1069'REFERENCE MARK NO. 1 IS 90 FEET EAST OF DIM ROAD LEADING PAST
 LH1069'STATION, AND PROJECTS ABOUT 6 INCHES.
 LH1069'
 LH1069'REFERENCE MARK NO. 2 IS 15 FEET WEST OF DIM ROAD LEADING PAST
 LH1069'STATION, AND PROJECTS ABOUT 6 INCHES.
 LH1069'
 LH1069'AZIMUTH MARK IS ABOUT 0.4 MILE EAST-NORTHEAST OF STATION, ACROSS
 LH1069'ONE VALLEY TO MAIN RIDGE SLOPING SOUTH AND ANOTHER VALLEY
 LH1069'JUST EAST OF THIS.  MARK IS SET ON SPINE OF RIDGE, 80 PACES
 LH1069'NORTH OF NORTH FENCE LINE OF SECTION 32.
 LH1069'
 LH1069'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 LH1069'153.43 FEET.
 LH1069'
 LH1069'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LH1069
 LH1069                          STATION RECOVERY (1951)
 LH1069
 LH1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1069'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 LH1069'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LH1069'
 LH1069'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1069'
 LH1069'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHWEST OF ELWOOD ON THE
 LH1069'HIGHEST POINT OF A PROMINENT NORTH-SOUTH RIDGE.  IT IS STAMPED
 LH1069'BRACE 1934 AND PROJECTS 4 INCHES.
 LH1069'
 LH1069'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE ON THE SAME ELEVATION
 LH1069'AS THE STATION.  IT IS STAMPED BRACE NO 1 1934 AND PROJECTS
 LH1069'7 INCHES.
 LH1069'
 LH1069'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE ON THE SAME ELEVATION
 LH1069'AS THE STATION.  IT IS STAMPED BRACE NO 2 1934 AND PROJECTS
 LH1069'6 INCHES.  NOTE 11B.
 LH1069'
 LH1069'THE AZIMUTH MARK IS ON THE SOUTH SLOPE OF A NORTH-SOUTH RIDGE, 250
 LH1069'FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED BRACE AZI
 LH1069'1934 AND PROJECTS 12 INCHES.
 LH1069'
 LH1069'TO REACH THE STATION FROM THE INTERSECTION JUST WEST OF THE POST
 LH1069'OFFICE IN ELWOOD, GO NORTHWEST ON STATE HIGHWAY 23N FOR 7.7
 LH1069'MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR
 LH1069'1.0 MILE TO A FORK JUST AFTER CROSSING RAILROAD TRACK, TAKE
 LH1069'RIGHT FORK AND GO WEST ON TRACK ROAD FOR 0.15 MILE.  FROM THIS
 LH1069'POINT TURN LEFT AND FOLLOW TRACK ROAD UP RIDGE, PASSING THROUGH
 LH1069'TWO GATES FOR 0.5 MILE TO A DIM FORK ON THE SUMMIT OF RIDGE,
 LH1069'TAKE LEFT FORK AND GO SOUTHEAST ON DIM TRACK ROAD FOR 0.2 MILE
 LH1069'TO A WINDMILL, TURN RIGHT, PASSING TO THE EAST OF WINDMILL,
 LH1069'AND GO SOUTH UP RIDGE FOR 0.4 MILE TO A FENCE CORNER AND
 LH1069'DOUBLE FENCE LINE.  (FROM THIS POINT AZIMUTH MARK IS
 LH1069'0.3 MILE EAST ON SOUTH SLOPE OF RIDGE AS DESCRIBED.) PASS
 LH1069'THROUGH GATES IN DOUBLE FENCE LINE AND CONTINUE SOUTH FOR
 LH1069'0.2 MILE TO HIGHEST POINT OF RIDGE AND STATION AS
 LH1069'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0921 ***********************************************************************
 LG0921  DESIGNATION -  BRAD
 LG0921  PID         -  LG0921
 LG0921  STATE/COUNTY-  NE/YORK
 LG0921  USGS QUAD   -  BRADSHAW (1969)
 LG0921
 LG0921                         *CURRENT SURVEY CONTROL
 LG0921  ___________________________________________________________________
 LG0921* NAD 83(1995)-  40 54 26.87534(N)    097 41 33.44770(W)     ADJUSTED  
 LG0921* NAVD 88     -       520.     (meters)    1706.     (feet)  SCALED    
 LG0921  ___________________________________________________________________
 LG0921  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LG0921  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 LG0921
 LG0921  HORZ ORDER  -  SECOND
 LG0921
 LG0921.The horizontal coordinates were established by classical geodetic methods
 LG0921.and adjusted by the National Geodetic Survey in August 1997..
 LG0921
 LG0921.The orthometric height was scaled from a topographic map.
 LG0921
 LG0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0921
 LG0921.The geoid height was determined by GEOID03.
 LG0921
 LG0921;                    North         East     Units Scale Factor Converg.
 LG0921;SPC NE       -   121,850.878   694,323.814   MT  0.99971275   +1 31 44.7
 LG0921;UTM  14      - 4,529,307.619   610,107.304   MT  0.99974922   +0 51 22.3
 LG0921
 LG0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0921!SPC NE       -   0.99992250  x   0.99971275  =   0.99963527
 LG0921!UTM  14      -   0.99992250  x   0.99974922  =   0.99967174
 LG0921
 LG0921|---------------------------------------------------------------------|
 LG0921| PID    Reference Object                     Distance      Geod. Az  |
 LG0921|                                                           dddmmss.s |
 LG0921| CN7952 BRAD RM 1                            11.627 METERS 09232     |
 LG0921| LG0904 YORK MUNICIPAL TANK                 APPROX.10.1 KM 1141432.2 |
 LG0921| LG0911 YORK ST REFORM FOR WOMEN TANK       APPROX. 7.2 KM 1320138.4 |
 LG0921| CN7951 BRAD AZ MK                                         1815940.1 |
 LG0921| CN7953 BRAD RM 2                            23.685 METERS 18416     |
 LG0921| LG0919 BRADSHAW RASMUSSEN GRAIN ELEV       APPROX. 5.1 KM 2355754.9 |
 LG0921| LG0923 BRADSHAW COOP GRAIN ELEVATOR        APPROX. 5.3 KM 2374105.0 |
 LG0921|---------------------------------------------------------------------|
 LG0921
 LG0921                          SUPERSEDED SURVEY CONTROL
 LG0921
 LG0921  NAD 83(1986)-  40 54 26.88352(N)    097 41 33.44903(W) AD(       ) 2
 LG0921  NAD 27      -  40 54 26.84350(N)    097 41 32.24560(W) AD(       ) 2
 LG0921
 LG0921.Superseded values are not recommended for survey control.
 LG0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0921.See file dsdata.txt to determine how the superseded data were derived.
 LG0921
 LG0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1010729308(NAD 83)
 LG0921_MARKER: DS = TRIANGULATION STATION DISK
 LG0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0921
 LG0921  HISTORY     - Date     Condition        Report By
 LG0921  HISTORY     - 1961     MONUMENTED       CGS
 LG0921
 LG0921                          STATION DESCRIPTION
 LG0921
 LG0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0921'THE STATION IS 2-3/4 MILES EAST AND 1-3/4 MILES NORTH OF
 LG0921'BRADSHAW, IN THE SW 1/4 OF SEC. 20, T. 11 N., R. 3 W.  IT IS
 LG0921'ALONG THE EAST SIDE OF A NORTH-SOUTH GRAVELED COUNTY ROAD,
 LG0921'AT THE SOUTHWEST CORNER OF A FARM YARD AND JUST SOUTH OF THE
 LG0921'WEST END OF AN EAST-WEST ROW OF CEDAR AND ELM TREES.
 LG0921'
 LG0921'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 34
 LG0921'AT THE NORTH SIDE OF YORK, DRIVE WEST ON U.S. HIGHWAY 34
 LG0921'FOR 5.25 MILES TO A CROSS ROAD.  TURN RIGHT AND DRIVE NORTH ON
 LG0921'THE GRAVELED ROAD FOR 1.0 MILE TO A CROSS ROAD AND THE AZIMUTH
 LG0921'MARK IN THE NORTHWEST QUADRANT.  CONTINUE NORTH FOR 0.4 MILE
 LG0921'TO THE STATION ON THE RIGHT.
 LG0921'
 LG0921'THE SURFACE-STATION MARK, A STANDARD DISK STAMPED BRAD 1961,
 LG0921'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE
 LG0921'TOP, PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LG0921'36.5 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 6.0 FEET
 LG0921'NORTHEAST OF A NORTHWEST FENCE CORNER, 5.5 FEET EAST-NORTHEAST
 LG0921'OF A METAL WITNESS POST WITH SIGN ATTACHED AND 4.5 FEET
 LG0921'SOUTHEAST OF THE MOST WESTERLY ONE OF THE ROW OF ELM TREES.
 LG0921'
 LG0921'THE UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED BRAD 1961,
 LG0921'IS SET IN THE TOP OF A MASS OF CONCRETE 44 INCHES BELOW THE
 LG0921'SURFACE OF THE GROUND.
 LG0921'
 LG0921'REFERENCE MARK 1, A STANDARD DISK STAMPED BRAD NO 1 1961,
 LG0921'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE
 LG0921'AT THE TOP, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 LG0921'IT IS 17.0 FEET SOUTH OF THE ROW OF CEDAR TREES AND 1.5 FEET
 LG0921'NORTH OF AN EAST-WEST FENCE.
 LG0921'
 LG0921'REFERENCE MARK 2, A STANDARD DISK STAMPED BRAD NO 2 1961,
 LG0921'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE
 LG0921'TOP, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 LG0921'IT IS 30.0 FEET EAST OF THE CENTER OF THE GRAVELED ROAD,
 LG0921'2.0 FEET NORTH OF A TELEPHONE POLE AND 6 INCHES WEST OF THE
 LG0921'EAST RIGHT-OF-WAY FENCE.
 LG0921'
 LG0921'THE AZIMUTH MARK, A STANDARD DISK STAMPED BRAD 1961, IS SET
 LG0921'IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE TOP,
 LG0921'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 40.0 FEET
 LG0921'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 32.0 FEET WEST
 LG0921'OF THE CENTER OF THE NORTH-SOUTH ROAD, 1.5 FEET NORTH OF A
 LG0921'POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 LG0921'AND 1.0 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0951 ***********************************************************************
 LG0951  DESIGNATION -  BRADSHAW
 LG0951  PID         -  LG0951
 LG0951  STATE/COUNTY-  NE/YORK
 LG0951  USGS QUAD   -  HENDERSON NE (1968)
 LG0951
 LG0951                         *CURRENT SURVEY CONTROL
 LG0951  ___________________________________________________________________
 LG0951* NAD 83(1995)-  40 53 40.32424(N)    097 47 16.48736(W)     ADJUSTED  
 LG0951* NAVD 88     -       527.93   (+/-2cm)    1732.1    (feet)  VERTCON   
 LG0951  ___________________________________________________________________
 LG0951  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 LG0951  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 LG0951
 LG0951  HORZ ORDER  -  FIRST
 LG0951  VERT ORDER  -  THIRD ? (See Below)
 LG0951
 LG0951.The horizontal coordinates were established by classical geodetic methods
 LG0951.and adjusted by the National Geodetic Survey in August 1997..
 LG0951
 LG0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0951.The vertical order pertains to the NGVD 29 superseded value.
 LG0951
 LG0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0951
 LG0951.The geoid height was determined by GEOID03.
 LG0951
 LG0951;                    North         East     Units Scale Factor Converg.
 LG0951;SPC NE       -   120,206.012   686,337.246   MT  0.99971511   +1 27 57.4
 LG0951;UTM  14      - 4,527,756.583   602,101.779   MT  0.99972831   +0 47 36.9
 LG0951
 LG0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0951!SPC NE       -   0.99992128  x   0.99971511  =   0.99963641
 LG0951!UTM  14      -   0.99992128  x   0.99972831  =   0.99964961
 LG0951
 LG0951|---------------------------------------------------------------------|
 LG0951| PID    Reference Object                     Distance      Geod. Az  |
 LG0951|                                                           dddmmss.s |
 LG0951| CN7954 BRADSHAW RM 1                        30.145 METERS 17249     |
 LG0951| LG0712 B 138                                              1815111.9 |
 LG0951| CN7955 BRADSHAW RM 2                        26.712 METERS 28617     |
 LG0951| LG0952 BRADSHAW RM A                        29.833 METERS 32357     |
 LG0951|---------------------------------------------------------------------|
 LG0951
 LG0951                          SUPERSEDED SURVEY CONTROL
 LG0951
 LG0951  NAD 83(1986)-  40 53 40.33282(N)    097 47 16.48924(W) AD(       ) 1
 LG0951  NAD 27      -  40 53 40.28548(N)    097 47 15.29867(W) AD(       ) 1
 LG0951  NGVD 29 (07/19/86)  527.70   (m)         1731.3    (f) LEVELING    3  
 LG0951
 LG0951.Superseded values are not recommended for survey control.
 LG0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0951.See file dsdata.txt to determine how the superseded data were derived.
 LG0951
 LG0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0210227757(NAD 83)
 LG0951_MARKER: DS = TRIANGULATION STATION DISK
 LG0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0951
 LG0951  HISTORY     - Date     Condition        Report By
 LG0951  HISTORY     - 1966     MONUMENTED       CGS
 LG0951
 LG0951                          STATION DESCRIPTION
 LG0951
 LG0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LG0951'STATION IS LOCATED ABOUT 12 MILES EAST OF AURORA, 11 MILES WEST OF
 LG0951'YORK, ABOUT 5 MILES EAST OF HAMPTON AND ABOUT 2-1/2 MILES EAST OF
 LG0951'BRADSHAW.  STATION IS IN THE WEST 1/2 OF SEC. 28, T 11 N, R 4 W.
 LG0951'THE STATION MARK IS 77.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LG0951'GARAGE, 77 FEET NORTHEAST OF AN UTILITY POLE, 38 FEET SOUTHWEST OF A
 LG0951'COVERED WELL, 31 FEET NORTH OF APPROXIMATE CENTER OF GRAVELED
 LG0951'DRIVEWAY AND 25 FEET WEST-SOUTHWEST OF AN 18 INCH ELM TREE.  STATION
 LG0951'IS MARKED BY A STANDARD TRIANGULATION STATION DISK, SET IN THE TOP
 LG0951'OF AN 18 INCH CONCRETE CYLINDER MONUMENT THAT IS 2 INCHES BELOW
 LG0951'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED BRADSHAW 1966.
 LG0951'
 LG0951'TO REACH THE STATION FROM THE POST OFFICE IN BRADSHAW, GO NORTH ON
 LG0951'THE MAIN STREET FOR 0.3 MILE TO THE JUNCTION OF US HIGHWAY 34.  TURN
 LG0951'LEFT AND GO WESTERLY ON US HIGHWAY 34 FOR 2.15 MILE TO A CROSSROAD.
 LG0951'(TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO BENCH
 LG0951'MARK B 138 1935 (AZIMUTH MARK) ON THE RIGHT, WEST SIDE OF ROAD AS
 LG0951'DESCRIBED).  TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.5 MILE
 LG0951'TO THE STATION ON THE RIGHT, EAST SIDE OF ROAD AS DESCRIBED.
 LG0951'
 LG0951'BENCH MARK B 138 1935 (AZIMUTH MARK) IS 51 FEET WEST OF THE
 LG0951'APPROXIMATE CENTER OF GRAVEL ROAD, 44 FEET NORTH OF THE NORTH RAIL
 LG0951'OF RAILROAD TRACK, 16 FEET NORTHWEST OF TELEPHONE POLE, 3.7 FEET
 LG0951'SOUTH OF FENCELINE AND 0.5 FEET NORTH OF METAL WITNESS POST WITH SIGN
 LG0951'ATTACHED.  IT IS MARKED BY A STANDARD BENCH MARK DISK SET
 LG0951'IN THE TOP OF A 6X6 INCH CONCRETE CYLINDER MONUMENT, THAT PROJECTS
 LG0951'6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED B 138
 LG0951'1935.
 LG0951'
 LG0951'REFERENCE MARK NO. 1 IS 68-1/2 FEET SOUTH OF THE APPROXIMATE CENTER
 LG0951'OF ROAD, 37 FEET WEST-SOUTHWEST OF AN 18 INCH ELM TREE, 21 FEET
 LG0951'EAST-SOUTHEAST OF A 10 INCH ELM TREE AND 1 FOOT NORTH OF
 LG0951'FENCELINE.  IT IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 12
 LG0951'INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF
 LG0951'THE GROUND.  THE DISK IS STAMPED BRADSHAW NO 1 1966.
 LG0951'
 LG0951'REFERENCE MARK NO. 2 IS 59-1/2 FEET NORTH OF THE APPROXIMATE CENTER
 LG0951'OF OF DRIVEWAY, 32 FEET EAST OF GRAVELED ROAD AND 1.5 FEET NORTHEAST
 LG0951'OF AN UTILITY POLE.  IT IS MARKED BY A STANDARD DISK, SET IN THE
 LG0951'TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE
 LG0951'SURFACE OF THE GROUND.  THE DISK IS STAMPED BRADSHAW NO 2 1966.
 LG0951'
 LG0951'HEIGHT OF LIGHT ABOVE STATION MARK 29.10 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0922 ***********************************************************************
 LG0922  DESIGNATION -  BRADSHAW COOP
 LG0922  PID         -  LG0922
 LG0922  STATE/COUNTY-  NE/YORK
 LG0922  USGS QUAD   -  BRADSHAW (1969)
 LG0922
 LG0922                         *CURRENT SURVEY CONTROL
 LG0922  ___________________________________________________________________
 LG0922* NAD 83(1995)-  40 52 54.77839(N)    097 44 45.06446(W)     ADJUSTED  
 LG0922* NAVD 88     -       577.59   (+/-2cm)    1895.0    (feet)  VERTCON   
 LG0922  ___________________________________________________________________
 LG0922  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LG0922  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 LG0922
 LG0922  HORZ ORDER  -  SECOND
 LG0922  VERT ORDER  -  THIRD ? (See Below)
 LG0922
 LG0922.The horizontal coordinates were established by classical geodetic methods
 LG0922.and adjusted by the National Geodetic Survey in August 1997..
 LG0922
 LG0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0922.The vertical order pertains to the NGVD 29 superseded value.
 LG0922
 LG0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0922
 LG0922.The geoid height was determined by GEOID03.
 LG0922
 LG0922;                    North         East     Units Scale Factor Converg.
 LG0922;SPC NE       -   118,893.417   689,916.193   MT  0.99971747   +1 29 37.7
 LG0922;UTM  14      - 4,526,402.042   605,665.129   MT  0.99973742   +0 49 15.3
 LG0922
 LG0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0922!SPC NE       -   0.99991350  x   0.99971747  =   0.99963099
 LG0922!UTM  14      -   0.99991350  x   0.99973742  =   0.99965094
 LG0922
 LG0922:                Primary Azimuth Mark                     Grid Az
 LG0922:SPC NE       -  REGIER                                   243 36 18.5
 LG0922:UTM  14      -  REGIER                                   244 16 40.9
 LG0922
 LG0922|---------------------------------------------------------------------|
 LG0922| PID    Reference Object                     Distance      Geod. Az  |
 LG0922|                                                           dddmmss.s |
 LG0922| LG0953 REGIER                              APPROX.10.1 KM 2450556.2 |
 LG0922|---------------------------------------------------------------------|
 LG0922
 LG0922                          SUPERSEDED SURVEY CONTROL
 LG0922
 LG0922  NAD 83(1986)-  40 52 54.78717(N)    097 44 45.06552(W) AD(       ) 2
 LG0922  NAD 27      -  40 52 54.75775(N)    097 44 43.88838(W) AD(       ) 2
 LG0922  NGVD 29 (07/19/86)  577.37   (m)         1894.3    (f) LEVELING    3  
 LG0922
 LG0922.Superseded values are not recommended for survey control.
 LG0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0922.See file dsdata.txt to determine how the superseded data were derived.
 LG0922
 LG0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0566526402(NAD 83)
 LG0922_MARKER: DD = SURVEY DISK
 LG0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0922_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0922_STAMPING: BRADSHAW CO-OP 1961
 LG0922_MARK LOGO: NEDR  
 LG0922_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0922+STABILITY: SURFACE MOTION
 LG0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0922+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1970
 LG0922
 LG0922  HISTORY     - Date     Condition        Report By
 LG0922  HISTORY     - 1961     MONUMENTED       NEDR
 LG0922  HISTORY     - 19700521 GOOD             NEDR
 LG0922
 LG0922                          STATION DESCRIPTION
 LG0922
 LG0922'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0922'THE STATION IS LOCATED IN BRADSHAW ON TOP OF BRADSHAW CO-OP
 LG0922'ELEVATOR, THE CENTER OF THREE ELEVATORS IN BRADSHAW.  IT
 LG0922'IS LOCATED IN SECTION 35, T11N, R4W.
 LG0922'
 LG0922'TO REACH THE STATION FROM THE POST OFFICE IN BRADSHAW, GO
 LG0922'SOUTH ABOUT 200 FEET, TURN LEFT AND GO EAST 0.1 MILE TO THE
 LG0922'ELEVATOR AND THE STATION ON TOP OF THE ELEVATOR.  USE SELF-OPERATED
 LG0922'MAN LIFT TO THE TOP FLOOR OF THE ELEVATOR AND PROCEED TO
 LG0922'THE ROOF BY MEANS OF THE LADDER MOUNTED TO THE INSIDE WALL
 LG0922'OF THE ELEVATOR.  THE STATION IS IN THE SOUTH HALF OF THE ROOF.
 LG0922'
 LG0922'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LG0922'DISK STAMPED BRADSHAW CO-OP, 1961. SET IN THE TOP OF A 10-INCH
 LG0922'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE
 LG0922'THE ROOF.
 LG0922'
 LG0922'THERE ARE NO REFERENCE MARKS.
 LG0922'
 LG0922'THERE IS NO AZIMUTH MARK.
 LG0922
 LG0922                          STATION RECOVERY (1970)
 LG0922
 LG0922'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1970 (HED)
 LG0922'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0923 ***********************************************************************
 LG0923  DESIGNATION -  BRADSHAW COOP GRAIN ELEVATOR
 LG0923  PID         -  LG0923
 LG0923  STATE/COUNTY-  NE/YORK
 LG0923  USGS QUAD   -  BRADSHAW (1969)
 LG0923
 LG0923                         *CURRENT SURVEY CONTROL
 LG0923  ___________________________________________________________________
 LG0923* NAD 83(1995)-  40 52 54.85227(N)    097 44 45.03637(W)     ADJUSTED  
 LG0923* NAVD 88     -                                                        
 LG0923  ___________________________________________________________________
 LG0923  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LG0923  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 LG0923
 LG0923  HORZ ORDER  -  THIRD
 LG0923
 LG0923.The horizontal coordinates were established by classical geodetic methods
 LG0923.and adjusted by the National Geodetic Survey in August 1997..
 LG0923
 LG0923
 LG0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0923
 LG0923.The geoid height was determined by GEOID03.
 LG0923
 LG0923;                    North         East     Units Scale Factor Converg.
 LG0923;SPC NE       -   118,895.712   689,916.791   MT  0.99971746   +1 29 37.8
 LG0923;UTM  14      - 4,526,404.330   605,665.754   MT  0.99973742   +0 49 15.3
 LG0923
 LG0923                          SUPERSEDED SURVEY CONTROL
 LG0923
 LG0923  NAD 83(1986)-  40 52 54.86034(N)    097 44 45.03697(W) AD(       ) 4
 LG0923  NAD 27      -  40 52 54.81937(N)    097 44 43.83180(W) AD(       ) 3
 LG0923
 LG0923.Superseded values are not recommended for survey control.
 LG0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0923.See file dsdata.txt to determine how the superseded data were derived.
 LG0923
 LG0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0566626404(NAD 83)
 LG0923_MARKER: 65 = GRAIN ELEVATOR
 LG0923
 LG0923  HISTORY     - Date     Condition        Report By
 LG0923  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0923
 LG0923                          STATION DESCRIPTION
 LG0923
 LG0923'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0920 ***********************************************************************
 LG0920  DESIGNATION -  BRADSHAW MUNICIPAL STANDPIPE
 LG0920  PID         -  LG0920
 LG0920  STATE/COUNTY-  NE/YORK
 LG0920  USGS QUAD   -  BRADSHAW (1969)
 LG0920
 LG0920                         *CURRENT SURVEY CONTROL
 LG0920  ___________________________________________________________________
 LG0920* NAD 83(1995)-  40 53 01.30763(N)    097 44 48.34484(W)     ADJUSTED  
 LG0920* NAVD 88     -                                                        
 LG0920  ___________________________________________________________________
 LG0920  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LG0920  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 LG0920
 LG0920  HORZ ORDER  -  THIRD
 LG0920
 LG0920.The horizontal coordinates were established by classical geodetic methods
 LG0920.and adjusted by the National Geodetic Survey in August 1997..
 LG0920
 LG0920
 LG0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0920
 LG0920.The geoid height was determined by GEOID03.
 LG0920
 LG0920;                    North         East     Units Scale Factor Converg.
 LG0920;SPC NE       -   119,092.702   689,834.191   MT  0.99971713   +1 29 35.6
 LG0920;UTM  14      - 4,526,602.281   605,585.472   MT  0.99973721   +0 49 13.3
 LG0920
 LG0920                          SUPERSEDED SURVEY CONTROL
 LG0920
 LG0920  NAD 83(1986)-  40 53 01.31603(N)    097 44 48.34629(W) AD(       ) 4
 LG0920  NAD 27      -  40 53 01.29200(N)    097 44 47.11900(W) AD(       ) 3
 LG0920
 LG0920.Superseded values are not recommended for survey control.
 LG0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0920.See file dsdata.txt to determine how the superseded data were derived.
 LG0920
 LG0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0558526602(NAD 83)
 LG0920_MARKER: 52 = STANDPIPE TANK
 LG0920
 LG0920  HISTORY     - Date     Condition        Report By
 LG0920  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0920  HISTORY     - 1978     GOOD             NGS
 LG0920
 LG0920                          STATION DESCRIPTION
 LG0920
 LG0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0920'THE STATION IS LOCATED IN THE TOWN OF BRADSHAW.  TO REACH THE
 LG0920'STATION FROM THE POST OFFICE IN BRADSHAW, GO NORTH ON THE MAIN
 LG0920'STREET FOR 0.05 MILE TO STATION ON THE RIGHT (EAST) SIDE OF
 LG0920'STREET, DIRECTLY BEHIND THE BRADSHAW VOLUNTEER FIRE DEPT.
 LG0920'BUILDING.  STATION IS A STEEL PIPE, PAINTED SILVER, APPROXIMATELY
 LG0920'100 FEET HIGH AND 10 FEET IN DIAMETER.  PIPE RESTS ON A CONCRETE
 LG0920'BASE, PAINTED BLACK.  THERE IS NO NAME STENCILED ON THE SIDE OF
 LG0920'THE STANDPIPE.
 LG0920'
 LG0920'THE POINT INTERSECTED WAS THE CENTER OF THE STANDPIPE.
 LG0920
 LG0920                          STATION RECOVERY (1978)
 LG0920
 LG0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LG0920'RECOVERED AS DESCRIBED IN 1950 BY J.C. TISON, JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0919 ***********************************************************************
 LG0919  DESIGNATION -  BRADSHAW RASMUSSEN GRAIN ELEV
 LG0919  PID         -  LG0919
 LG0919  STATE/COUNTY-  NE/YORK
 LG0919  USGS QUAD   -  BRADSHAW (1969)
 LG0919
 LG0919                         *CURRENT SURVEY CONTROL
 LG0919  ___________________________________________________________________
 LG0919* NAD 83(1995)-  40 52 54.95300(N)    097 44 32.69697(W)     ADJUSTED  
 LG0919* NAVD 88     -                                                        
 LG0919  ___________________________________________________________________
 LG0919  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LG0919  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 LG0919
 LG0919  HORZ ORDER  -  THIRD
 LG0919
 LG0919.The horizontal coordinates were established by classical geodetic methods
 LG0919.and adjusted by the National Geodetic Survey in August 1997..
 LG0919
 LG0919
 LG0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0919
 LG0919.The geoid height was determined by GEOID03.
 LG0919
 LG0919;                    North         East     Units Scale Factor Converg.
 LG0919;SPC NE       -   118,906.352   690,205.426   MT  0.99971746   +1 29 45.9
 LG0919;UTM  14      - 4,526,411.580   605,954.500   MT  0.99973817   +0 49 23.4
 LG0919
 LG0919                          SUPERSEDED SURVEY CONTROL
 LG0919
 LG0919  NAD 83(1986)-  40 52 54.96097(N)    097 44 32.69778(W) AD(       ) 4
 LG0919  NAD 27      -  40 52 54.92300(N)    097 44 31.48400(W) AD(       ) 3
 LG0919
 LG0919.Superseded values are not recommended for survey control.
 LG0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0919.See file dsdata.txt to determine how the superseded data were derived.
 LG0919
 LG0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0595526412(NAD 83)
 LG0919_MARKER: 65 = GRAIN ELEVATOR
 LG0919
 LG0919  HISTORY     - Date     Condition        Report By
 LG0919  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0919
 LG0919                          STATION DESCRIPTION
 LG0919
 LG0919'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0952 ***********************************************************************
 LG0952  DESIGNATION -  BRADSHAW RM A
 LG0952  PID         -  LG0952
 LG0952  STATE/COUNTY-  NE/YORK
 LG0952  USGS QUAD   -  HENDERSON NE (1968)
 LG0952
 LG0952                         *CURRENT SURVEY CONTROL
 LG0952  ___________________________________________________________________
 LG0952* NAD 83(1995)-  40 53 41.10620(N)    097 47 17.23728(W)     ADJUSTED  
 LG0952* NAVD 88     -       527.58   (+/-2cm)    1730.9    (feet)  VERTCON   
 LG0952  ___________________________________________________________________
 LG0952  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 LG0952  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 LG0952
 LG0952  HORZ ORDER  -  FIRST
 LG0952  VERT ORDER  -  THIRD ? (See Below)
 LG0952
 LG0952.The horizontal coordinates were established by classical geodetic methods
 LG0952.and adjusted by the National Geodetic Survey in August 1997..
 LG0952
 LG0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0952.The vertical order pertains to the NGVD 29 superseded value.
 LG0952
 LG0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0952
 LG0952.The geoid height was determined by GEOID03.
 LG0952
 LG0952;                    North         East     Units Scale Factor Converg.
 LG0952;SPC NE       -   120,229.670   686,319.086   MT  0.99971507   +1 27 56.9
 LG0952;UTM  14      - 4,527,780.453   602,083.897   MT  0.99972826   +0 47 36.4
 LG0952
 LG0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0952!SPC NE       -   0.99992133  x   0.99971507  =   0.99963642
 LG0952!UTM  14      -   0.99992133  x   0.99972826  =   0.99964961
 LG0952
 LG0952:                Primary Azimuth Mark                     Grid Az
 LG0952:SPC NE       -  CEDAR RM 3                               029 54 11.7
 LG0952:UTM  14      -  CEDAR RM 3                               030 34 32.2
 LG0952
 LG0952|---------------------------------------------------------------------|
 LG0952| PID    Reference Object                     Distance      Geod. Az  |
 LG0952|                                                           dddmmss.s |
 LG0952| MK1917 CEDAR RM 3                          APPROX.16.0 KM 0312208.6 |
 LG0952| LG0951 BRADSHAW                             29.833 METERS 14357     |
 LG0952|---------------------------------------------------------------------|
 LG0952
 LG0952                          SUPERSEDED SURVEY CONTROL
 LG0952
 LG0952  NAD 83(1986)-  40 53 41.11478(N)    097 47 17.23916(W) AD(       ) 1
 LG0952  NAD 27      -  40 53 41.06748(N)    097 47 16.04853(W) AD(       ) 1
 LG0952  NGVD 29 (07/19/86)  527.35   (m)         1730.1    (f) LEVELING    3  
 LG0952
 LG0952.Superseded values are not recommended for survey control.
 LG0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0952.See file dsdata.txt to determine how the superseded data were derived.
 LG0952
 LG0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0208427780(NAD 83)
 LG0952_MARKER: DS = TRIANGULATION STATION DISK
 LG0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0952+STABILITY: SURFACE MOTION
 LG0952
 LG0952  HISTORY     - Date     Condition        Report By
 LG0952  HISTORY     - 1966     MONUMENTED       CGS
 LG0952
 LG0952                          STATION DESCRIPTION
 LG0952
 LG0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LG0952'STATION IS AT THE SAME LOCATION AND ON THE SAME PROPERTY AS
 LG0952'TRIANGULATION STATION BRADSHAW.
 LG0952'
 LG0952'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 LG0952'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE
 LG0952'SURFACE OF THE GROUND AND IS STAMPED BRADSHAW RMA 1966.  IT IS
 LG0952'117.2 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF A WOOD GARAGE,
 LG0952'60-1/2 FEET EAST OF CENTER OF A GRAVELED ROAD, 60.0 FEET NORTHEAST
 LG0952'OF A TELEPHONE POLE AND 28.3 FEET EAST OF A NORTH-SOUTH FENCELINE.
 LG0952'
 LG0952'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BRADSHAW,
 LG0952'DISTANCE BEING SHOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0032 ***********************************************************************
 MM0032  DESIGNATION -  BRADY
 MM0032  PID         -  MM0032
 MM0032  STATE/COUNTY-  NE/LINCOLN
 MM0032  USGS QUAD   -  BRADY (1970)
 MM0032
 MM0032                         *CURRENT SURVEY CONTROL
 MM0032  ___________________________________________________________________
 MM0032* NAD 83(1986)-  41 01 26.     (N)    100 21 51.     (W)     SCALED    
 MM0032* NAVD 88     -       809.248  (meters)    2655.01   (feet)  ADJUSTED  
 MM0032  ___________________________________________________________________
 MM0032  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 MM0032  DYNAMIC HT  -         808.770 (meters)    2653.44  (feet)  COMP
 MM0032  MODELED GRAV-     980,006.7   (mgal)                       NAVD 88
 MM0032
 MM0032  VERT ORDER  -  FIRST     CLASS II
 MM0032
 MM0032.The horizontal coordinates were scaled from a topographic map and have
 MM0032.an estimated accuracy of +/- 6 seconds.
 MM0032
 MM0032.The orthometric height was determined by differential leveling
 MM0032.and adjusted by the National Geodetic Survey in June 1991..
 MM0032.WARNING-Repeat measurements at this control monument indicate possible
 MM0032.vertical movement.
 MM0032
 MM0032.The geoid height was determined by GEOID03.
 MM0032
 MM0032.The dynamic height is computed by dividing the NAVD 88
 MM0032.geopotential number by the normal gravity value computed on the
 MM0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0032.degrees latitude (g = 980.6199 gals.).
 MM0032
 MM0032.The modeled gravity was interpolated from observed gravity values.
 MM0032
 MM0032;                    North         East    Units  Estimated Accuracy
 MM0032;SPC NE       -   132,250.      469,380.      MT  (+/- 180 meters Scaled)
 MM0032
 MM0032                          SUPERSEDED SURVEY CONTROL
 MM0032
 MM0032  NGVD 29 (02/14/92)  808.918  (m)         2653.93   (f) ADJUSTED    1 2
 MM0032
 MM0032.Superseded values are not recommended for survey control.
 MM0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0032.See file dsdata.txt to determine how the superseded data were derived.
 MM0032
 MM0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL853423(NAD 83)
 MM0032_MARKER: DB = BENCH MARK DISK
 MM0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0032_SP_SET: CONCRETE POST
 MM0032_STAMPING: BRADY 1933 2653.925
 MM0032_MARK LOGO: CGS   
 MM0032_PROJECTION: FLUSH
 MM0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0032+STABILITY: SURFACE MOTION
 MM0032
 MM0032  HISTORY     - Date     Condition        Report By
 MM0032  HISTORY     - 1933     MONUMENTED       CGS
 MM0032  HISTORY     - 1981     GOOD             NEDR
 MM0032  HISTORY     - 1986     POOR             NGS
 MM0032
 MM0032                          STATION DESCRIPTION
 MM0032
 MM0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0032'AT BRADY.
 MM0032'AT BRADY, LINCOLN COUNTY, AT THE NORTHWEST CORNER OF THE
 MM0032'INTERSECTION OF POPPELTON AVENUE AND MAIN STREET, 89 FEET
 MM0032'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PUBLIC SCHOOL BUILDING,
 MM0032'40 FEET WEST OF THE CENTER LINE OF MAIN STREET, 40 FEET NORTH
 MM0032'OF THE CENTER LINE OF POPPELTON AVENUE, AND AT THE SOUTHEAST
 MM0032'CORNER OF THE SCHOOL LAWN.  A STANDARD DISK, STAMPED 2653.925
 MM0032'BRADY 1933 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 MM0032'WITH THE GROUND.
 MM0032
 MM0032                          STATION RECOVERY (1981)
 MM0032
 MM0032'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1981
 MM0032'RECOVERED IN GOOD CONDITION.
 MM0032
 MM0032                          STATION RECOVERY (1986)
 MM0032
 MM0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0032'RECOVERED IN POOR CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT
 MM0032'BENCH MARK HAS APPARENTLY BEEN DISTURBED BY THE INSTALATION OF A FENCE
 MM0032'CORNER POST AND IS LEANING TO THE SOUTHEAST.
 MM0032'THE MARK IS 0.1 METERS  SE FROM  A WITNESS POST
 MM0032'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0497 ***********************************************************************
 MM0497  DESIGNATION -  BRADY
 MM0497  PID         -  MM0497
 MM0497  STATE/COUNTY-  NE/LINCOLN
 MM0497  USGS QUAD   -  BRADY (1970)
 MM0497
 MM0497                         *CURRENT SURVEY CONTROL
 MM0497  ___________________________________________________________________
 MM0497* NAD 83(1995)-  41 00 41.86702(N)    100 20 33.56154(W)     ADJUSTED  
 MM0497* NAVD 88     -       850.     (meters)    2789.     (feet)  SCALED    
 MM0497  ___________________________________________________________________
 MM0497  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 MM0497  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 MM0497
 MM0497  HORZ ORDER  -  SECOND
 MM0497
 MM0497.The horizontal coordinates were established by classical geodetic methods
 MM0497.and adjusted by the National Geodetic Survey in August 1997..
 MM0497
 MM0497.The orthometric height was scaled from a topographic map.
 MM0497
 MM0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0497
 MM0497.The geoid height was determined by GEOID03.
 MM0497
 MM0497;                    North         East     Units Scale Factor Converg.
 MM0497;SPC NE       -   130,879.153   471,184.494   MT  0.99969555   -0 13 37.5
 MM0497;UTM  14      - 4,540,916.228   387,098.971   MT  0.99975688   -0 52 52.2
 MM0497
 MM0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0497!SPC NE       -   0.99987021  x   0.99969555  =   0.99956580
 MM0497!UTM  14      -   0.99987021  x   0.99975688  =   0.99962712
 MM0497
 MM0497:                Primary Azimuth Mark                     Grid Az
 MM0497:SPC NE       -  GERMAN PRECINCT CHRIST LUTH CH           107 15 26.2
 MM0497:UTM  14      -  GERMAN PRECINCT CHRIST LUTH CH           107 54 40.9
 MM0497
 MM0497|---------------------------------------------------------------------|
 MM0497| PID    Reference Object                     Distance      Geod. Az  |
 MM0497|                                                           dddmmss.s |
 MM0497| LJ0377 GERMAN PRECINCT CHRIST LUTH CH      APPROX.18.8 KM 1070148.7 |
 MM0497| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX.17.4 KM 1175856.8 |
 MM0497| CN7957 BRADY RM 1                           23.802 METERS 16929     |
 MM0497| CN7958 BRADY RM 2                           17.480 METERS 27301     |
 MM0497| CN7956 BRADY AZ MK                                        2812217.0 |
 MM0497| MM0375 BRADY MUNICIPAL TANK                APPROX. 2.1 KM 3063215.4 |
 MM0497| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX.20.0 KM 3113511.2 |
 MM0497| MM0377 BRADY RADIO MAST                    APPROX. 2.2 KM 3271845.7 |
 MM0497|---------------------------------------------------------------------|
 MM0497
 MM0497                          SUPERSEDED SURVEY CONTROL
 MM0497
 MM0497  NAD 83(1986)-  41 00 41.87298(N)    100 20 33.56826(W) AD(       ) 2
 MM0497  NAD 27      -  41 00 41.85483(N)    100 20 32.09043(W) AD(       ) 2
 MM0497
 MM0497.Superseded values are not recommended for survey control.
 MM0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0497.See file dsdata.txt to determine how the superseded data were derived.
 MM0497
 MM0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8709940916(NAD 83)
 MM0497_MARKER: DS = TRIANGULATION STATION DISK
 MM0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0497
 MM0497  HISTORY     - Date     Condition        Report By
 MM0497  HISTORY     - 1951     MONUMENTED       CGS
 MM0497  HISTORY     - 1967     GOOD             CGS
 MM0497
 MM0497                          STATION DESCRIPTION
 MM0497
 MM0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0497'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF BRADY
 MM0497'ON THE HIGHEST POINT OF A PROMINENT SAND HILL.  IT IS STAMPED
 MM0497'BRADY 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 MM0497'
 MM0497'REFERENCE MARK NO. 1 IS NEAR THE SOUTH END OF SUMMIT OF HILL
 MM0497'AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 MM0497'IT IS STAMPED BRADY NO 1 1951 AND IS FLUSH WITH THE GROUND
 MM0497'SURFACE.
 MM0497'
 MM0497'REFERENCE MARK NO. 2 IS NEAR THE WEST END OF SUMMIT OF HILL
 MM0497'AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 MM0497'IT IS STAMPED BRADY NO 2 1951 AND IS FLUSH WITH THE GROUND
 MM0497'SURFACE.
 MM0497'
 MM0497'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 107.16
 MM0497'FEET.
 MM0497'
 MM0497'THE AZIMUTH MARK IS IN THE SOUTHWEST CORNER OF A PASTURE,
 MM0497'64 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30, 2 FEET NORTHWEST
 MM0497'OF A WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE CORNER.
 MM0497'IT IS STAMPED BRADY 1951 AND PROJECTS 4 INCHES.
 MM0497'
 MM0497'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD STATION
 MM0497'IN BRADY, GO SOUTHEAST ON U.S. HIGHWAY 30 FOR 0.8 MILE TO
 MM0497'A FENCE CORNER AND AZIMUTH MARK ON LEFT AS DESCRIBED.  TURN
 MM0497'LEFT THROUGH GATE IN EAST-WEST FENCE LINE AND GO NORTHEAST
 MM0497'ACROSS PASTURE FOR 0.8 MILE TO HIGHEST POINT OF HILL AND
 MM0497'STATION AS DESCRIBED.
 MM0497'
 MM0497'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MM0497
 MM0497                          STATION RECOVERY (1967)
 MM0497
 MM0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HED)
 MM0497'STATION, AZIMUTH MARK, R.M. NO. 1 AND R.M. NO. 2 WERE FOUND
 MM0497'AS DESCRIBED AND TO BE IN GOOD CONDITION.
 MM0497'
 MM0497'TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0375 ***********************************************************************
 MM0375  DESIGNATION -  BRADY MUNICIPAL TANK
 MM0375  PID         -  MM0375
 MM0375  STATE/COUNTY-  NE/LINCOLN
 MM0375  USGS QUAD   -  BRADY (1970)
 MM0375
 MM0375                         *CURRENT SURVEY CONTROL
 MM0375  ___________________________________________________________________
 MM0375* NAD 83(1995)-  41 01 22.37147(N)    100 21 45.75083(W)     ADJUSTED  
 MM0375* NAVD 88     -                                                        
 MM0375  ___________________________________________________________________
 MM0375  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 MM0375  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 MM0375
 MM0375  HORZ ORDER  -  THIRD
 MM0375
 MM0375.The horizontal coordinates were established by classical geodetic methods
 MM0375.and adjusted by the National Geodetic Survey in August 1997..
 MM0375
 MM0375
 MM0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0375
 MM0375.The geoid height was determined by GEOID03.
 MM0375
 MM0375;                    North         East     Units Scale Factor Converg.
 MM0375;SPC NE       -   132,135.137   469,503.431   MT  0.99969389   -0 14 25.3
 MM0375;UTM  14      - 4,542,191.404   385,432.248   MT  0.99976155   -0 53 40.3
 MM0375
 MM0375                          SUPERSEDED SURVEY CONTROL
 MM0375
 MM0375  NAD 83(1986)-  41 01 22.37664(N)    100 21 45.75749(W) AD(       ) 4
 MM0375  NAD 27      -  41 01 22.36366(N)    100 21 44.29059(W) AD(       ) 3
 MM0375
 MM0375.Superseded values are not recommended for survey control.
 MM0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0375.See file dsdata.txt to determine how the superseded data were derived.
 MM0375
 MM0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8543242191(NAD 83)
 MM0375_MARKER: 53 = ELEVATED TANK
 MM0375
 MM0375  HISTORY     - Date     Condition        Report By
 MM0375  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0375
 MM0375                          STATION DESCRIPTION
 MM0375
 MM0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0375'THE STATION IS LOCATED AT THE NORTH EDGE OF BRADY ON TOP
 MM0375'OF A LOW HILL.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING
 MM0375'THE TANK PROPER, HAS A CONICAL ROOF WITH A BALL AT THE APEX
 MM0375'AND AN OVER-ALL HEIGHT OF 100.0 FEET.
 MM0375'
 MM0375'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0377 ***********************************************************************
 MM0377  DESIGNATION -  BRADY RADIO MAST
 MM0377  PID         -  MM0377
 MM0377  STATE/COUNTY-  NE/LINCOLN
 MM0377  USGS QUAD   -  BRADY (1970)
 MM0377
 MM0377                         *CURRENT SURVEY CONTROL
 MM0377  ___________________________________________________________________
 MM0377* NAD 83(1995)-  41 01 42.86035(N)    100 21 25.24675(W)     ADJUSTED  
 MM0377* NAVD 88     -                                                        
 MM0377  ___________________________________________________________________
 MM0377  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 MM0377  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 MM0377
 MM0377  HORZ ORDER  -  THIRD
 MM0377
 MM0377.The horizontal coordinates were established by classical geodetic methods
 MM0377.and adjusted by the National Geodetic Survey in August 1997..
 MM0377
 MM0377
 MM0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0377
 MM0377.The geoid height was determined by GEOID03.
 MM0377
 MM0377;                    North         East     Units Scale Factor Converg.
 MM0377;SPC NE       -   132,764.995   469,984.922   MT  0.99969307   -0 14 11.7
 MM0377;UTM  14      - 4,542,815.765   385,920.933   MT  0.99976017   -0 53 27.2
 MM0377
 MM0377                          SUPERSEDED SURVEY CONTROL
 MM0377
 MM0377  NAD 83(1986)-  41 01 42.86563(N)    100 21 25.25348(W) AD(       ) 4
 MM0377  NAD 27      -  41 01 42.84680(N)    100 21 23.77290(W) AD(       ) 3
 MM0377
 MM0377.Superseded values are not recommended for survey control.
 MM0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0377.See file dsdata.txt to determine how the superseded data were derived.
 MM0377
 MM0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8592142816(NAD 83)
 MM0377_MARKER: 42 = RADIO/TV MAST
 MM0377
 MM0377  HISTORY     - Date     Condition        Report By
 MM0377  HISTORY     - 1961     FIRST OBSERVED   NEDR
 MM0377
 MM0377                          STATION DESCRIPTION
 MM0377
 MM0377'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 MM0377'THE STATION IS LOCATED ABOUT 3/4 OF A MILE NORTHEAST OF THE
 MM0377'RAILROAD STATION IN BRADY IN THE NORTHEAST CORNER OF THE NE
 MM0377'1/4 OF SECTION 11, T12N R27W.
 MM0377'
 MM0377'TO REACH THE STATION FROM THE RAILROAD STATION, PROCEED
 MM0377'NORTHEAST THROUGH BRADY ON STATE SECONDARY ROAD FOR ABOUT
 MM0377'3/4 OF A MILE TO THE STATION ON THE RIGHT.  THE STATION IS
 MM0377'APPROXIMATELY 200 FEET EAST OF THE CENTERLINE OF THE ROAD.
 MM0377'THE LIGHT ON TOP WAS USED FOR THE SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2100 ***********************************************************************
 MK2100  CBN         -  This is a Cooperative Base Network Control Station.
 MK2100  DESIGNATION -  BRAIN
 MK2100  PID         -  MK2100
 MK2100  STATE/COUNTY-  NE/BUTLER
 MK2100  USGS QUAD   -  LOMA (1969)
 MK2100
 MK2100                         *CURRENT SURVEY CONTROL
 MK2100  ___________________________________________________________________
 MK2100* NAD 83(1995)-  41 12 20.65335(N)    096 54 46.40719(W)     ADJUSTED  
 MK2100* NAVD 88     -       496.9    (meters)    1630.     (feet)  GPS OBS   
 MK2100  ___________________________________________________________________
 MK2100  X           -    -578,441.965 (meters)                     COMP
 MK2100  Y           -  -4,770,986.450 (meters)                     COMP
 MK2100  Z           -   4,179,949.960 (meters)                     COMP
 MK2100  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 MK2100  ELLIP HEIGHT-         470.38  (meters)          (07/10/01) GPS OBS
 MK2100  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 MK2100
 MK2100  HORZ ORDER  -  B
 MK2100  ELLP ORDER  -  FOURTH    CLASS I
 MK2100
 MK2100.The horizontal coordinates were established by GPS observations
 MK2100.and adjusted by the National Geodetic Survey in June 1996..
 MK2100
 MK2100.The orthometric height was determined by GPS observations and a
 MK2100.high-resolution geoid model.
 MK2100
 MK2100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2100
 MK2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2100
 MK2100.The ellipsoidal height was determined by GPS observations
 MK2100.and is referenced to NAD 83.
 MK2100
 MK2100.The geoid height was determined by GEOID03.
 MK2100
 MK2100;                    North         East     Units Scale Factor Converg.
 MK2100;SPC NE       -   156,992.619   758,785.311   MT  0.99967224   +2 02 44.9
 MK2100;UTM  14      - 4,563,696.299   674,987.317   MT  0.99997686   +1 22 30.9
 MK2100
 MK2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2100!SPC NE       -   0.99992622  x   0.99967224  =   0.99959849
 MK2100!UTM  14      -   0.99992622  x   0.99997686  =   0.99990309
 MK2100
 MK2100|---------------------------------------------------------------------|
 MK2100| PID    Reference Object                     Distance      Geod. Az  |
 MK2100|                                                           dddmmss.s |
 MK2100| CL6943 BRAIN RM 1                           15.280 METERS 09000     |
 MK2100| CL6944 BRAIN RM 2                           14.838 METERS 18252     |
 MK2100| CL8254 RED LIGHT RAD MAST                                 2763919.3 |
 MK2100|---------------------------------------------------------------------|
 MK2100
 MK2100                          SUPERSEDED SURVEY CONTROL
 MK2100
 MK2100  ELLIP H (06/25/96)  470.48   (m)                       GP(       ) 1 1
 MK2100  NAD 83(1986)-  41 12 20.66275(N)    096 54 46.40823(W) AD(       ) 2
 MK2100  NAD 27      -  41 12 20.63172(N)    096 54 45.30354(W) AD(       ) 2
 MK2100
 MK2100.Superseded values are not recommended for survey control.
 MK2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2100.See file dsdata.txt to determine how the superseded data were derived.
 MK2100
 MK2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7498763696(NAD 83)
 MK2100_MARKER: DB = BENCH MARK DISK
 MK2100_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MK2100_STAMPING: ET BRAIN 1967
 MK2100_MARK LOGO: USGS  
 MK2100_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2100+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 MK2100
 MK2100  HISTORY     - Date     Condition        Report By
 MK2100  HISTORY     - 1967     MONUMENTED       USGS
 MK2100  HISTORY     - 19950419 GOOD             NGS
 MK2100  HISTORY     - 20000601 GOOD             NEDR
 MK2100
 MK2100                          STATION DESCRIPTION
 MK2100
 MK2100'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2100'THE STATION IS LOCATED APPROX. 16.0 MI W. OF WAHOO, T. 14 N.,
 MK2100'R. 4 E., NEAR COR. SECS. 1, 6, 7 AND 12, 58 FT S. OF CENTER OF
 MK2100'HWY. AT A T-FENCE S., 2 FT N. OF USGS WITNESS POST.
 MK2100'
 MK2100'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2100'6TH ST. FOR 0.2 MI TO HWY. 92, TURN LEFT (S.) AND GO ALONG HWY.
 MK2100'92 FOR 15.6 MI TO STATION ON LEFT (S.) SIDE OF RD.
 MK2100'
 MK2100'ALL MARKS ARE FLUSH WITH GROUND, STANDARD TABLETS CRIMPED ON 0.5
 MK2100'IN. RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN. LONG, FILLED
 MK2100'WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2100'
 MK2100'THE STATION MARK IS STAMPED ET BRAIN 1967.
 MK2100'
 MK2100'REFERENCE MARK 1 IS E. OF THE STATION, 2 FT N., 51 FT E. OF
 MK2100'CORNER POST OF T-FENCE S., 60 FT S. OF CENTER OF HWY., STAMPED
 MK2100'BRAIN NO 1 1967
 MK2100'
 MK2100'REFERENCE MARK 2 IS S. OF THE STATION, 51 FT S., 1 FT E. OF
 MK2100'CORNER POST OF T-FENCE S., 106 FT S. OF CENTER OF HWY., STAMPED
 MK2100'BRAIN NO 2 1967
 MK2100'
 MK2100'AZIMUTH MARK = CENTER OF RED LIGHT TOP RADIO MAST, APPROX. 0.5
 MK2100'MI W. OF STATION.
 MK2100
 MK2100                          STATION RECOVERY (1995)
 MK2100
 MK2100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MK2100'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD S12F SPUR AND STATE
 MK2100'HIGHWAY 92, ABOUT 1.5 MI (2.4 KM) NORTH FROM BRAINARD, GO EAST ON
 MK2100'HIGHWAY 92 FOR 4.8 MI (7.7 KM) TO A FENCE CORNER AND THE STATION ON
 MK2100'THE RIGHT, ON THE SOUTH RIGHT-OF-WAY OF THE HIGHWAY, IN THE NE1/4,
 MK2100'SEC12, T14N, R4E.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 MK2100'CRIMPED TO THE TOP OF A 1/2 INCH COPPER-CLAD ROD, CENTERED WITHIN A
 MK2100'CLAY TILE PIPE THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS AT THE
 MK2100'CORNER OF A FENCE LEADING EAST AND A FENCE LEADING SOUTH, 58.0 FT
 MK2100'(17.7 M) SOUTH FROM THE CENTERLINE OF THE HIGHWAY AND 2.0 FT (0.6 M)
 MK2100'NORTH FROM A WITNESS POST AND THE FENCE CORNER POST.
 MK2100
 MK2100                          STATION RECOVERY (2000)
 MK2100
 MK2100'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2100'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1867 ***********************************************************************
 MK1867  DESIGNATION -  BRAINARD HOLY TRINITY CH SPIRE
 MK1867  PID         -  MK1867
 MK1867  STATE/COUNTY-  NE/BUTLER
 MK1867  USGS QUAD   -  BRAINARD (1965)
 MK1867
 MK1867                         *CURRENT SURVEY CONTROL
 MK1867  ___________________________________________________________________
 MK1867* NAD 83(1995)-  41 11 17.36809(N)    097 00 11.18475(W)     ADJUSTED  
 MK1867* NAVD 88     -                                                        
 MK1867  ___________________________________________________________________
 MK1867  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 MK1867  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 MK1867
 MK1867  HORZ ORDER  -  THIRD
 MK1867
 MK1867.The horizontal coordinates were established by classical geodetic methods
 MK1867.and adjusted by the National Geodetic Survey in August 1997..
 MK1867
 MK1867
 MK1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1867
 MK1867.The geoid height was determined by GEOID03.
 MK1867
 MK1867;                    North         East     Units Scale Factor Converg.
 MK1867;SPC NE       -   154,776.031   751,293.423   MT  0.99967388   +1 59 09.7
 MK1867;UTM  14      - 4,561,566.939   667,467.833   MT  0.99994517   +1 18 55.2
 MK1867
 MK1867                          SUPERSEDED SURVEY CONTROL
 MK1867
 MK1867  NAD 83(1986)-  41 11 17.37631(N)    097 00 11.18389(W) AD(       ) 4
 MK1867  NAD 27      -  41 11 17.33500(N)    097 00 10.07000(W) AD(       ) 3
 MK1867
 MK1867.Superseded values are not recommended for survey control.
 MK1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1867.See file dsdata.txt to determine how the superseded data were derived.
 MK1867
 MK1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6746861567(NAD 83)
 MK1867_MARKER: 90 = CHURCH SPIRE
 MK1867
 MK1867  HISTORY     - Date     Condition        Report By
 MK1867  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1867  HISTORY     - 20030819 GOOD             USPSQD
 MK1867
 MK1867                          STATION DESCRIPTION
 MK1867
 MK1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1867'OBJECT OBSERVED UPON WAS THE TIP OF SPIRE OF THE HOLY TRINITY
 MK1867'CHURCH.  THIS IS LOCATED IN THE TOWN OF BRAINARD, 0.5 MILE
 MK1867'NORTH OF POST OFFICE AND 1/2 BLOCK EAST OF RAILROAD.  SPIRE IS
 MK1867'ABOUT 90 FEET TALL, AND BUILDING IS OF RED BRICK, BUILT IN 1906.
 MK1867'
 MK1867'OBSERVED UPON FROM STATIONS SABATA, RUTH, AND HROMAS.
 MK1867
 MK1867                          STATION RECOVERY (2003)
 MK1867
 MK1867'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MK1867'STATION FOUND GOOD. CHURCH IS NORTH OF W. BRAINARD ST. AND EAST OF N.
 MK1867'MADISON ST. IN THE NORTHWEST CORNER OF THE T-INTERSECTION. FROM STATE
 MK1867'HWY 92 AND SPUR ROAD 12F ABOUT 10 MILES SOUTHEAST OF DAVID CITY, GO 2
 MK1867'MILES SOUTH TO BRAINARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1868 ***********************************************************************
 MK1868  DESIGNATION -  BRAINARD MUNICIPAL TANK
 MK1868  PID         -  MK1868
 MK1868  STATE/COUNTY-  NE/BUTLER
 MK1868  USGS QUAD   -  BRAINARD (1965)
 MK1868
 MK1868                         *CURRENT SURVEY CONTROL
 MK1868  ___________________________________________________________________
 MK1868* NAD 83(1995)-  41 11 04.70195(N)    097 00 06.82762(W)     ADJUSTED  
 MK1868* NAVD 88     -                                                        
 MK1868  ___________________________________________________________________
 MK1868  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 MK1868  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 MK1868
 MK1868  HORZ ORDER  -  THIRD
 MK1868
 MK1868.The horizontal coordinates were established by classical geodetic methods
 MK1868.and adjusted by the National Geodetic Survey in August 1997..
 MK1868
 MK1868
 MK1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1868
 MK1868.The geoid height was determined by GEOID03.
 MK1868
 MK1868;                    North         East     Units Scale Factor Converg.
 MK1868;SPC NE       -   154,389.170   751,408.411   MT  0.99967422   +1 59 12.6
 MK1868;UTM  14      - 4,561,178.653   667,578.315   MT  0.99994563   +1 18 57.7
 MK1868
 MK1868                          SUPERSEDED SURVEY CONTROL
 MK1868
 MK1868  NAD 83(1986)-  41 11 04.71079(N)    097 00 06.82719(W) AD(       ) 4
 MK1868  NAD 27      -  41 11 04.65914(N)    097 00 05.70967(W) AD(       ) 3
 MK1868
 MK1868.Superseded values are not recommended for survey control.
 MK1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1868.See file dsdata.txt to determine how the superseded data were derived.
 MK1868
 MK1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6757861179(NAD 83)
 MK1868_MARKER: 51 = TANK
 MK1868
 MK1868  HISTORY     - Date     Condition        Report By
 MK1868  HISTORY     - 1961     FIRST OBSERVED   CGS
 MK1868  HISTORY     - 20030819 GOOD             USPSQD
 MK1868
 MK1868                          STATION DESCRIPTION
 MK1868
 MK1868'DESCRIBED BY US POWER SQUADRON 2003 (AMM)
 MK1868'STATION FOUND GOOD. TANK IS LOCATED IN THE TOWN OF BRAINARD, NE, NORTH
 MK1868'OF WASHINGTON ST., SOUTH OF JEFFERSON ST., EAST OF MADISON ST., AND
 MK1868'WEST OF N. LINCOLN ST. DIRECTLY BEHIND AMERICAN LEGION REJDA POST NO
 MK1868'273. TANK HAS 4 LEGS WITH A CONICAL TOP ALL PAINTED SILVER WITH BLACK
 MK1868'LETTERS 'BRAINARD' ON THE BOWL OF TANK. ABOUT 10 MILES SE OF DAVID
 MK1868'CITY, AT STATE HWY 92 AND SPUR ROAD 12F, GO 2 MILES TO BRAINARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0519 ***********************************************************************
 LJ0519  DESIGNATION -  BRANDON
 LJ0519  PID         -  LJ0519
 LJ0519  STATE/COUNTY-  NE/PERKINS
 LJ0519  USGS QUAD   -  BRANDON (1961)
 LJ0519
 LJ0519                         *CURRENT SURVEY CONTROL
 LJ0519  ___________________________________________________________________
 LJ0519* NAD 83(1995)-  40 47 31.51718(N)    101 53 40.35462(W)     ADJUSTED  
 LJ0519* NAVD 88     -      1094.3    (meters)    3590.     (feet)  VERTCON   
 LJ0519  ___________________________________________________________________
 LJ0519  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 LJ0519  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 LJ0519
 LJ0519  HORZ ORDER  -  FIRST
 LJ0519
 LJ0519.The horizontal coordinates were established by classical geodetic methods
 LJ0519.and adjusted by the National Geodetic Survey in August 1997..
 LJ0519
 LJ0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0519
 LJ0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0519
 LJ0519.The geoid height was determined by GEOID03.
 LJ0519
 LJ0519;                    North         East     Units Scale Factor Converg.
 LJ0519;SPC NE       -   108,199.841   340,157.519   MT  0.99973560   -1 15 19.8
 LJ0519;UTM  14      - 4,519,709.295   255,785.759   MT  1.00033414   -1 53 31.1
 LJ0519
 LJ0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0519!SPC NE       -   0.99983170  x   0.99973560  =   0.99956734
 LJ0519!UTM  14      -   0.99983170  x   1.00033414  =   1.00016578
 LJ0519
 LJ0519:                Primary Azimuth Mark                     Grid Az
 LJ0519:SPC NE       -  GRANT MUNICIPAL STANDPIPE                071 07 02.6
 LJ0519:UTM  14      -  GRANT MUNICIPAL STANDPIPE                071 45 13.9
 LJ0519
 LJ0519|---------------------------------------------------------------------|
 LJ0519| PID    Reference Object                     Distance      Geod. Az  |
 LJ0519|                                                           dddmmss.s |
 LJ0519| LJ0505 GRANT MUNICIPAL STANDPIPE           APPROX.15.6 KM 0695142.8 |
 LJ0519| CP7526 BRANDON RM 1                         55.951 METERS 08628     |
 LJ0519| LJ0514 STEPHENSON                          APPROX.12.1 KM 1274823.8 |
 LJ0519| LK0487 VENANGO MUNICIPAL TANK              APPROX.12.6 KM 2562856.5 |
 LJ0519| CP7525 BRANDON AZ MK                                      2655427.8 |
 LJ0519| LJ0518 BRANDON FITZGERALD ELEV N GAB       APPROX. 2.0 KM 3101111.1 |
 LJ0519| LJ0520 BRANDON FARMERS UN ELEV N GAB       APPROX. 2.0 KM 3130528.2 |
 LJ0519| CP7527 BRANDON RM 2                         99.631 METERS 31319     |
 LJ0519|---------------------------------------------------------------------|
 LJ0519
 LJ0519                          SUPERSEDED SURVEY CONTROL
 LJ0519
 LJ0519  NAD 83(1995)-  40 47 31.51763(N)    101 53 40.35493(W) AD(       ) 1
 LJ0519  NAD 83(1986)-  40 47 31.51759(N)    101 53 40.35490(W) AD(       ) 1
 LJ0519  NAD 27      -  40 47 31.52700(N)    101 53 38.71600(W) AD(       ) 1
 LJ0519  NGVD 29 (07/19/86) 1093.9    (m)         3589.     (f) VERT ANG       
 LJ0519
 LJ0519.Superseded values are not recommended for survey control.
 LJ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0519.See file dsdata.txt to determine how the superseded data were derived.
 LJ0519
 LJ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5578619709(NAD 83)
 LJ0519_MARKER: DS = TRIANGULATION STATION DISK
 LJ0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0519
 LJ0519  HISTORY     - Date     Condition        Report By
 LJ0519  HISTORY     - 1933     MONUMENTED       CGS
 LJ0519  HISTORY     - 1949     GOOD             USGS
 LJ0519  HISTORY     - 1971     GOOD             USGS
 LJ0519
 LJ0519                          STATION DESCRIPTION
 LJ0519
 LJ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0519'THE STATION IS LOCATED ABOUT 10 MILES SW OF GRANT AND 1.5
 LJ0519'MILES SSE OF BRANDON ON A STABLE SAND HILL IN SW 1/4 SEC.
 LJ0519'33, T 10 N, R 40 W, AND IS ON LAND OWNED BY MARK WHITE OF
 LJ0519'LOS ANGELES, CALIFORNIA AND LEASED BY S.A. YOUNG.
 LJ0519'
 LJ0519'THE STATION MARK PROJECTS 3 INCHES AND IS ON THE HIGHEST
 LJ0519'PART OF A FAIRLY FLAT TOPPED SAND HILL WHICH IS THE FIRST
 LJ0519'HILL SE OF YOUNGS HOUSE.
 LJ0519'
 LJ0519'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0519'BRONZE DISKS SET IN CONCRETE.
 LJ0519'
 LJ0519'REFERENCE MARK NO. 1 PROJECTS 2 INCHES AND IS E OF THE STATION
 LJ0519'AND IS ON THE E SLOPE OF THE HILL.
 LJ0519'
 LJ0519'REFERENCE MARK NO. 2 PROJECTS 2 INCHES AND IS NW OF THE STATION
 LJ0519'AND IS ON THE NW SLOPE OF THE HILL.
 LJ0519'
 LJ0519'THE AZIMUTH MARK PROJECTS 2 INCHES AND IS W OF THE STATION.
 LJ0519'IT IS IN A N AND S FENCE 10 FEET N OF THE PLACE WHERE THE
 LJ0519'FENCE CURVES TO THE SE AND 0.35 MILE S OF A FENCE CORNER
 LJ0519'WHICH IS ABOUT 0.2 MILE SSE OF YOUNGS HOUSE.
 LJ0519'
 LJ0519'TO REACH THE STATION FROM GRANT FOLLOW HIGHWAY 17 10 MILES
 LJ0519'TO A FILLING STATION IN BRANDON.  TURN LEFT, S, AT THIS
 LJ0519'STATION AND GO 0.2 MILE TO A DIRT ROAD TO THE LEFT.  FOLLOW
 LJ0519'THIS ROAD 0.35 MILE TO YOUNGS HOUSE.  GO THROUGH THE CORRALS
 LJ0519'AND FOLLOW FARM ROAD ALONG FENCE FOR 0.8 MILE.  THEN GO NE
 LJ0519'UP RIDGE 0.15 MILE TO TOP OF HILL AND STATION.
 LJ0519'
 LJ0519'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 LJ0519
 LJ0519                          STATION RECOVERY (1949)
 LJ0519
 LJ0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 LJ0519'STATION WAS RECOVERED IN GOOD CONDITION.
 LJ0519
 LJ0519                          STATION RECOVERY (1971)
 LJ0519
 LJ0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (EEM)
 LJ0519'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LJ0519'
 LJ0519'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LJ0519'DISKS, SET IN CONCRETE POSTS.
 LJ0519'
 LJ0519'STATION MARK--DISK PROJECTING 0.3 FEET ABOVE GROUND, AND STAMPED
 LJ0519'BRANDON 1933.
 LJ0519'
 LJ0519'REFERENCE MARK NO. 1--DISK PROJECTING 0.2 FEET ABOVE GROUND,
 LJ0519'AND STAMPED BRANDON NO. 1 1933.
 LJ0519'
 LJ0519'REFERENCE MARK NO. 2--DISK PROJECTING 0.2 FEET ABOVE GROUND,
 LJ0519'AND STAMPED BRANDON NO. 2 1933.
 LJ0519'
 LJ0519'STATION STEPHENSON USC AND GS 1933 IS VISIBLE FROM THE GROUND
 LJ0519'AT THIS STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL
 LJ0519'OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0520 ***********************************************************************
 LJ0520  DESIGNATION -  BRANDON FARMERS UN ELEV N GAB
 LJ0520  PID         -  LJ0520
 LJ0520  STATE/COUNTY-  NE/PERKINS
 LJ0520  USGS QUAD   -  BRANDON (1961)
 LJ0520
 LJ0520                         *CURRENT SURVEY CONTROL
 LJ0520  ___________________________________________________________________
 LJ0520* NAD 83(1995)-  40 48 15.62817(N)    101 54 42.41471(W)     ADJUSTED  
 LJ0520* NAVD 88     -                                                        
 LJ0520  ___________________________________________________________________
 LJ0520  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 LJ0520  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 LJ0520
 LJ0520  HORZ ORDER  -  THIRD
 LJ0520
 LJ0520.The horizontal coordinates were established by classical geodetic methods
 LJ0520.and adjusted by the National Geodetic Survey in August 1997..
 LJ0520
 LJ0520
 LJ0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0520
 LJ0520.The geoid height was determined by GEOID03.
 LJ0520
 LJ0520;                    North         East     Units Scale Factor Converg.
 LJ0520;SPC NE       -   109,591.864   338,733.386   MT  0.99973298   -1 16 01.0
 LJ0520;SPC CO N     -   474,258.907 1,217,106.639   MT  1.00000348   +2 19 06.5
 LJ0520;SPC CO N     - 1,555,964.43  3,993,124.03   sFT  1.00000348   +2 19 06.5
 LJ0520;UTM  14      - 4,521,117.907   254,376.330   MT  1.00034264   -1 54 13.4
 LJ0520
 LJ0520                          SUPERSEDED SURVEY CONTROL
 LJ0520
 LJ0520  NAD 83(1995)-  40 48 15.62861(N)    101 54 42.41506(W) AD(       ) 4
 LJ0520  NAD 83(1986)-  40 48 15.62771(N)    101 54 42.41377(W) AD(       ) 4
 LJ0520  NAD 27      -  40 48 15.63600(N)    101 54 40.76900(W) AD(       ) 3
 LJ0520
 LJ0520.Superseded values are not recommended for survey control.
 LJ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0520.See file dsdata.txt to determine how the superseded data were derived.
 LJ0520
 LJ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5437621118(NAD 83)
 LJ0520_MARKER: 81 = GABLE
 LJ0520
 LJ0520  HISTORY     - Date     Condition        Report By
 LJ0520  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0520
 LJ0520                          STATION DESCRIPTION
 LJ0520
 LJ0520'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0518 ***********************************************************************
 LJ0518  DESIGNATION -  BRANDON FITZGERALD ELEV N GAB
 LJ0518  PID         -  LJ0518
 LJ0518  STATE/COUNTY-  NE/PERKINS
 LJ0518  USGS QUAD   -  BRANDON (1961)
 LJ0518
 LJ0518                         *CURRENT SURVEY CONTROL
 LJ0518  ___________________________________________________________________
 LJ0518* NAD 83(1995)-  40 48 14.27821(N)    101 54 46.98610(W)     ADJUSTED  
 LJ0518* NAVD 88     -                                                        
 LJ0518  ___________________________________________________________________
 LJ0518  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 LJ0518  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 LJ0518
 LJ0518  HORZ ORDER  -  THIRD
 LJ0518
 LJ0518.The horizontal coordinates were established by classical geodetic methods
 LJ0518.and adjusted by the National Geodetic Survey in August 1997..
 LJ0518
 LJ0518
 LJ0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0518
 LJ0518.The geoid height was determined by GEOID03.
 LJ0518
 LJ0518;                    North         East     Units Scale Factor Converg.
 LJ0518;SPC NE       -   109,552.612   338,625.367   MT  0.99973306   -1 16 04.0
 LJ0518;SPC CO N     -   474,212.965 1,217,001.258   MT  1.00000341   +2 19 03.5
 LJ0518;SPC CO N     - 1,555,813.70  3,992,778.29   sFT  1.00000341   +2 19 03.5
 LJ0518;UTM  14      - 4,521,079.835   254,267.815   MT  1.00034330   -1 54 16.4
 LJ0518
 LJ0518                          SUPERSEDED SURVEY CONTROL
 LJ0518
 LJ0518  NAD 83(1995)-  40 48 14.27863(N)    101 54 46.98644(W) AD(       ) 4
 LJ0518  NAD 83(1986)-  40 48 14.27775(N)    101 54 46.98511(W) AD(       ) 4
 LJ0518  NAD 27      -  40 48 14.28800(N)    101 54 45.34300(W) AD(       ) 3
 LJ0518
 LJ0518.Superseded values are not recommended for survey control.
 LJ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0518.See file dsdata.txt to determine how the superseded data were derived.
 LJ0518
 LJ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5426821080(NAD 83)
 LJ0518_MARKER: 81 = GABLE
 LJ0518
 LJ0518  HISTORY     - Date     Condition        Report By
 LJ0518  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0518
 LJ0518                          STATION DESCRIPTION
 LJ0518
 LJ0518'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1743 ***********************************************************************
 NM1743  FBN         -  This is a Federal Base Network Control Station.
 NM1743  DESIGNATION -  BRANDT
 NM1743  PID         -  NM1743
 NM1743  STATE/COUNTY-  NE/DIXON
 NM1743  USGS QUAD   -  BURBANK (1994)
 NM1743
 NM1743                         *CURRENT SURVEY CONTROL
 NM1743  ___________________________________________________________________
 NM1743* NAD 83(1995)-  42 41 15.52029(N)    096 52 06.62399(W)     ADJUSTED  
 NM1743* NAVD 88     -       457.5    (meters)    1501.     (feet)  GPS OBS   
 NM1743  ___________________________________________________________________
 NM1743  X           -    -561,584.030 (meters)                     COMP
 NM1743  Y           -  -4,662,165.373 (meters)                     COMP
 NM1743  Z           -   4,302,352.680 (meters)                     COMP
 NM1743  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 NM1743  ELLIP HEIGHT-         431.99  (meters)          (07/10/01) GPS OBS
 NM1743  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 NM1743
 NM1743  HORZ ORDER  -  B
 NM1743  ELLP ORDER  -  FOURTH    CLASS I
 NM1743
 NM1743.The horizontal coordinates were established by GPS observations
 NM1743.and adjusted by the National Geodetic Survey in June 1996..
 NM1743
 NM1743.The orthometric height was determined by GPS observations and a
 NM1743.high-resolution geoid model.
 NM1743
 NM1743.Photographs are available for this station.
 NM1743
 NM1743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1743
 NM1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1743
 NM1743.The ellipsoidal height was determined by GPS observations
 NM1743.and is referenced to NAD 83.
 NM1743
 NM1743.The geoid height was determined by GEOID03.
 NM1743
 NM1743;                    North         East     Units Scale Factor Converg.
 NM1743;SPC NE       -   321,570.578   756,545.614   MT  0.99987180   +2 04 30.8
 NM1743;UTM  14      - 4,728,331.869   674,615.272   MT  0.99997513   +1 26 43.9
 NM1743
 NM1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1743!SPC NE       -   0.99993226  x   0.99987180  =   0.99980406
 NM1743!UTM  14      -   0.99993226  x   0.99997513  =   0.99990739
 NM1743
 NM1743|---------------------------------------------------------------------|
 NM1743| PID    Reference Object                     Distance      Geod. Az  |
 NM1743|                                                           dddmmss.s |
 NM1743| CO2307 BRANDT RM 1                          20.950 METERS 02819     |
 NM1743| CO2306 BRANDT AZ MK                                       1704309.5 |
 NM1743| CO2308 BRANDT RM 2                          28.085 METERS 30914     |
 NM1743|---------------------------------------------------------------------|
 NM1743
 NM1743                          SUPERSEDED SURVEY CONTROL
 NM1743
 NM1743  ELLIP H (06/25/96)  432.04   (m)                       GP(       ) 1 1
 NM1743  NAD 83(1986)-  42 41 15.52464(N)    096 52 06.61528(W) AD(       ) 1
 NM1743  NAD 27      -  42 41 15.52835(N)    096 52 05.46612(W) AD(       ) 1
 NM1743  NGVD 29 (07/19/86)  458.0    (m)         1503.     (f) VERT ANG       
 NM1743
 NM1743.Superseded values are not recommended for survey control.
 NM1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1743.See file dsdata.txt to determine how the superseded data were derived.
 NM1743
 NM1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7461528332(NAD 83)
 NM1743_MARKER: DS = TRIANGULATION STATION DISK
 NM1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1743_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1743_STAMPING: BRANDT 1966
 NM1743_MARK LOGO: CGS   
 NM1743_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1743+STABILITY: SURFACE MOTION
 NM1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1743+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2000
 NM1743
 NM1743  HISTORY     - Date     Condition        Report By
 NM1743  HISTORY     - 1966     MONUMENTED       CGS
 NM1743  HISTORY     - 19950622 GOOD             NGS
 NM1743  HISTORY     - 19960611 GOOD             NGS
 NM1743  HISTORY     - 20000510 GOOD             NGS
 NM1743
 NM1743                          STATION DESCRIPTION
 NM1743
 NM1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1743'STATION IS LOCATED ABOUT 9 MILES WEST OF ELK POINT, ABOUT 9 MILES
 NM1743'SOUTHEAST OF VERMILLION, ABOUT 5 MILES SOUTHWEST OF BURBANK, ABOUT
 NM1743'2-1/2 MILES NORTH OF NEWCASTLE AND ABOUT 2 MILES NORTH OF THE SOUTH
 NM1743'BANK OF THE MISSOURI RIVER.  IT IS LOCATED ON THE HIGH HILL ON
 NM1743'PROPERTY OWNED BY MR. RANDOLPH BRANDT AND IN THE SOUTHEAST
 NM1743'QUARTER OF SECTION 5, TOWNSHIP 31 NORTH, RANGE 5 EAST.  THE STATION
 NM1743'MARK IS 64 FEET NORTHEAST OF AN ELM TREE, 62-1/2 FEET SOUTHEAST OF
 NM1743'A MULBERRY TREE AND 61 FEET SOUTH OF FENCELINE.  THE STATION IS
 NM1743'MARKED BY A STANDARD TRIANGULATION STATION DISK SET IN THE TOP
 NM1743'OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS 3 INCHES BELOW
 NM1743'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED BRANDT 1966.
 NM1743'
 NM1743'TO REACH THE STATION FROM THE SCHOOLHOUSE IN NEWCASTLE, GO EAST ON
 NM1743'STATE HIGHWAY 12 FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO
 NM1743'NORTH AND EAST ON A GRAVELED ROAD FOR 0.35 MILE TO A SIDE ROAD LEFT.
 NM1743'TURN LEFT ON MAIN TRAVELED DIRT AND GRAVELED ROAD AND GO NORTHEAST
 NM1743'FOR 2.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON
 NM1743'DIRT ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT, ON THE TOP
 NM1743'OF HILL AND IN THE FENCELINE.  CONTINUE NORTHWESTERLY ON DIRT ROAD
 NM1743'FOR 0.1 MILE TO WHERE POWERLINE CROSSES THE ROAD.  TURN RIGHT AND GO
 NM1743'NORTH TO A LONE LARGE TREE AND GATE IN FENCELINE.  PASS THROUGH
 NM1743'GATE AND GO NORTHERLY FOLLOWING FENCELINE FOR 0.2 MILE TO THE TOP OF
 NM1743'HILL.  TURN RIGHT AND GO NORTH EAST FOLLOWING RIDGE LINE FOR 0.2
 NM1743'MILE TO THE TOP OF HILL AND STATION AS DESCRIBED.
 NM1743'
 NM1743'AZIMUTH MARK IS 2.2 FEET NORTHEAST OF METAL WITNESS POST WITH SIGN
 NM1743'ATTACHED AND 1-1/2 FEET NORTH OF FENCELINE.  IT IS MARKED BY A
 NM1743'STANDARD DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 NM1743'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS
 NM1743'STAMPED BRANDT 1966.
 NM1743'
 NM1743'REFERENCE MARK NO. 1 IS 48 FEET EAST OF MULBERRY TREE, 36 FEET WEST
 NM1743'OF A MULBERRY TREE AND 2 FEET SOUTH OF FENCELINE.  IT IS MARKED BY A
 NM1743'STANDARD DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 NM1743'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 NM1743'THE DISK IS STAMPED BRANDT NO 1 1966.
 NM1743'
 NM1743'REFERENCE MARK NO. 2 IS 100 FEET NORTH OF AN ELM TREE AND 1-1/2 FEET
 NM1743'SOUTH OF FENCELINE.  IT IS MARKED BY A STANDARD DISK SET IN THE TOP
 NM1743'OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE
 NM1743'SURFACE OF THE GROUND.  THE DISK IS STAMPED BRANDT NO 2 1966.
 NM1743'
 NM1743'A MEASUREMENT COULD NOT BE MADE BETWEEN REFERENCE MARKS DUE TO A
 NM1743'TREE IN THE FENCELINE.
 NM1743'
 NM1743'THIS IS A PACK STATION IN WET WEATHER, PACK FROM POWERLINE.
 NM1743'
 NM1743'HEIGHT OF LIGHT ABOVE STATION MARK 18.54 METERS.
 NM1743
 NM1743                          STATION RECOVERY (1995)
 NM1743
 NM1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NM1743'THE MARK IS LOCATED ABOUT 5.75 MI (9.25 KM) EAST OF MASKELL, 3.0 MI
 NM1743'(4.8 KM) NORTH OF NEWCASTLE, 2 MI (3.2 KM) SOUTH OF THE MISSOURI
 NM1743'RIVER, NEAR THE CENTER OF SEC5, T31N, R5E, ATOP A HIGH HILL IN A
 NM1743'PASTURE ON PROPERTY OWNED BY EUGENE BRANDT, RURAL ROUTE 1, BOX 104,
 NM1743'NEWCASTLE, NEBRASKA 68757,  TELEPHONE 402-355-2220.  TO REACH THE MARK
 NM1743'FROM THE SAINT PETERS CATHOLIC CHURCH IN NEWCASTLE, GO EAST ON STATE
 NM1743'HIGHWAY 12 FOR 1 BLOCK TO MARTHA STREET.  TURN LEFT AND GO NORTH ON
 NM1743'MARTHA STREET FOR 0.1 MI (0.2 KM) TO A CURVE TO THE RIGHT. CONTINUE
 NM1743'EAST ON A GRAVELED STREET FOR 0.25 MI (0.40 KM), PASSING THE NEWCASTLE
 NM1743'CEMETERY, TO A CURVE LEFT, AND NORTH.  CONTINUE NORTH ON A GRAVELED
 NM1743'COUNTY ROAD FOR 2.1 MI (3.4 KM) TO A PRIVATE DRIVEWAY ON THE LEFT.
 NM1743'TURN LEFT AND GO WESTERLY ON THE DRIVEWAY FOR 0.50 MI (0.80 KM), TO A
 NM1743'POINT JUST BEFORE REACHING AN OLD FARMSTEAD.  AT THIS POINT BEAR RIGHT
 NM1743'AND GO NORTHWEST FOR 0.05 MI (0.08 KM) TO AN OLD EAST-WEST FENCE.
 NM1743'CROSS THE FENCE BETWEEN A TWIN-TRUNKED BOX ELDER TREE AND A T-FENCE
 NM1743'CORNER.  BEAR RIGHT AND CONTINUE NORTHERLY, ACROSS A PASTURE AND ALONG
 NM1743'THE EAST SIDE OF A FENCE FOR 0.2 MI (0.3 KM) TO THE CREST OF A LOW
 NM1743'HILL.  BEAR RIGHT AND CONTINUE NORTHEAST, ALONG THE EAST SIDE OF THE
 NM1743'FENCE, FOR 0.1 MI (0.2 KM) TO A T-FENCE CORNER AND THE MARK, ON THE
 NM1743'HIGHEST POINT OF A HIGH HILL. THE DISK IS SET INTO THE TOP OF A ROUND
 NM1743'CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.3 FT (9.1 CM) BELOW THE
 NM1743'GROUND SURFACE.  IT IS 75.4 FT (23.0 M) SOUTHEAST OF A T-FENCE CORNER
 NM1743'AND A FIBERGLASS WITNESS POST, 62.0 FT (18.9 M) SOUTH OF THE EAST-WEST
 NM1743'FENCE, 69.2 FT (21.1 M) EAST OF THE NORTH-SOUTH FENCE AND 2.7 FT (0.8
 NM1743'M) NORTH OF A PLASTIC WITNESS POST.  REBAR WAS DRIVEN ALONG THE SOUTH
 NM1743'SIDE OF THE MARK.
 NM1743
 NM1743                          STATION RECOVERY (1996)
 NM1743
 NM1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM1743'RECOVERED AS DESCRIBED.
 NM1743
 NM1743                          STATION RECOVERY (2000)
 NM1743
 NM1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 NM1743'RECOVERED AS DESCRIBED WITH NEW TO REACH AS FOLLOWS--TO REACH THE
 NM1743'STATION FROM THE SAINT PETERS CATHOLIC CHURCH IN NEWCASTLE, GO EAST ON
 NM1743'STATE HIGHWAY 12 FOR 0.10 MI (0.16 KM) TO A SIDE ROAD ON THE LEFT
 NM1743'MARTHA STREET, TURN LEFT AND GO NORTH ON MARTHA STREET FOR 0.1 MI (0.2
 NM1743'KM) TO A CURVE TO THE RIGHT, CONTINUE EAST ON GRAVELED ROAD FOR 0.25
 NM1743'MI, (0.40 KM) PASSING THE NEWCASTLE CEMETARY, TO A CURVE LEFT AND
 NM1743'NORTH, CONTINUE NORTH ON ROAD FOR 2.1 MI (3.4 KM) TO A DRIVEWAY ON THE
 NM1743'LEFT, TURN LEFT AND GO WESTERLY ON THE DRIVE FOR 0.5 MI (0.8 KM) TO A
 NM1743'GRAVELED ROAD ON THE RIGHT AND AN OLD FARMSTEAD AHEAD, TURN RIGHT ON
 NM1743'GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A SHARP TURN TO THE LEFT (ROAD
 NM1743'LEADS TO MR. BRANDT HOUSE) AND A TRACK ROAD AHEAD, CONTINUE NORTH ON
 NM1743'THE TRACK ROAD THROUGH A FIELD FOR 0.01 MI (0.02 KM) TO AN ELECTRIC
 NM1743'FENCE GATE, PASS THROUGH THE GATE (CLOSE IT BEHIND YOU CATTLE IN AREA)
 NM1743'AND CONTINUE NORTHERLY FOR 0.1 MI (0.2 KM) TO A GATE ON THE LEFT IN
 NM1743'THE SADDLE OF THE HILL, BEAR RIGHT NORTHEAST FOR 0.1 MI (0.2 KM) TO
 NM1743'THE HIGH POINT OF THE HILL AND THE STATION.  NOTE--GO BY MR. BRANDT
 NM1743'HOUSE OR CALL HIM IN ADVANCE AND HE WILL TURN THE ELECTRIC FENCE OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0465 ***********************************************************************
 NO0465  DESIGNATION -  BRARA
 NO0465  PID         -  NO0465
 NO0465  STATE/COUNTY-  NE/CHERRY
 NO0465  USGS QUAD   -  CODY WEST (1985)
 NO0465
 NO0465                         *CURRENT SURVEY CONTROL
 NO0465  ___________________________________________________________________
 NO0465* NAD 83(1995)-  42 53 52.87593(N)    101 18 10.10449(W)     ADJUSTED  
 NO0465* NAVD 88     -      1006.     (meters)    3301.     (feet)  SCALED    
 NO0465  ___________________________________________________________________
 NO0465  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 NO0465  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 NO0465
 NO0465  HORZ ORDER  -  SECOND
 NO0465
 NO0465.The horizontal coordinates were established by classical geodetic methods
 NO0465.and adjusted by the National Geodetic Survey in August 1997..
 NO0465
 NO0465.The orthometric height was scaled from a topographic map.
 NO0465
 NO0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0465
 NO0465.The geoid height was determined by GEOID03.
 NO0465
 NO0465;                    North         East     Units Scale Factor Converg.
 NO0465;SPC NE       -   341,094.140   393,601.191   MT  0.99995481   -0 51 48.1
 NO0465;SPC SD S     -    63,194.531   520,820.547   MT  0.99998531   -0 40 07.7
 NO0465;SPC SD S     -   207,330.72  1,708,725.41   sFT  0.99998531   -0 40 07.7
 NO0465;UTM  14      - 4,752,062.871   311,988.103   MT  1.00003489   -1 34 04.7
 NO0465
 NO0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0465!SPC NE       -   0.99984535  x   0.99995481  =   0.99980017
 NO0465!SPC SD S     -   0.99984535  x   0.99998531  =   0.99983066
 NO0465!UTM  14      -   0.99984535  x   1.00003489  =   0.99988024
 NO0465
 NO0465:                Primary Azimuth Mark                     Grid Az
 NO0465:SPC NE       -  CODY MUNICIPAL TANK                      047 44 58.7
 NO0465:SPC SD S     -  CODY MUNICIPAL TANK                      047 33 18.3
 NO0465:UTM  14      -  CODY MUNICIPAL TANK                      048 27 15.3
 NO0465
 NO0465|---------------------------------------------------------------------|
 NO0465| PID    Reference Object                     Distance      Geod. Az  |
 NO0465|                                                           dddmmss.s |
 NO0465| NO0454 CODY MUNICIPAL TANK                 APPROX. 6.3 KM 0465310.6 |
 NO0465| CP8848 BRARA RM 1                           14.495 METERS 21658     |
 NO0465| CP8847 BRARA AZ MK                                        3175315.7 |
 NO0465| CP8849 BRARA RM 2                           16.855 METERS 34555     |
 NO0465|---------------------------------------------------------------------|
 NO0465
 NO0465                          SUPERSEDED SURVEY CONTROL
 NO0465
 NO0465  NAD 83(1986)-  42 53 52.87193(N)    101 18 10.11329(W) AD(       ) 2
 NO0465  NAD 27      -  42 53 52.85500(N)    101 18 08.57800(W) AD(       ) 2
 NO0465
 NO0465.Superseded values are not recommended for survey control.
 NO0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0465.See file dsdata.txt to determine how the superseded data were derived.
 NO0465
 NO0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1198852063(NAD 83)
 NO0465_MARKER: DS = TRIANGULATION STATION DISK
 NO0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0465
 NO0465  HISTORY     - Date     Condition        Report By
 NO0465  HISTORY     - 1949     MONUMENTED       CGS
 NO0465
 NO0465                          STATION DESCRIPTION
 NO0465
 NO0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0465'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH AND 3.0 MILES
 NO0465'WEST OF CODY AND ABOUT 3-1/4 MILES NORTH OF THE NIOBRARA
 NO0465'RIVER ON THE HIGHEST POINT OF A RANGE OF SAND HILLS ABOUT
 NO0465'MIDWAY BETWEEN U.S. HIGHWAY NO 2 AND THE NIOBRARA RIVER.  IT
 NO0465'IS 2-1/2 FEET WEST OF WITNESS POST, STAMPED BRARA 1949 AND
 NO0465'PROJECTS 4 INCHES.
 NO0465'
 NO0465'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, SET ON THE
 NO0465'WEST SLOPE OF THE HILL AND ABOUT 2 FEET LOWER IN ELEVATION
 NO0465'THAN STATION MARK.  IT IS STAMPED BRARA NO 1 1949 AND PROJECTS
 NO0465'5 INCHES.
 NO0465'
 NO0465'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET
 NO0465'ON THE RIDGE AND ON ABOUT THE SAME ELEVATION AS THE STATION
 NO0465'MARK.  IT IS STAMPED BRARA NO 2 1949 AND PROJECTS 3 INCHES.
 NO0465'
 NO0465'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 NO0465'NO 2 IS 92.91 FEET.
 NO0465'
 NO0465'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHWEST OF THE STATION,
 NO0465'1 FOOT SOUTH OF EAST-WEST FENCE LINE AND 1-1/2 FEET WEST OF
 NO0465'WITNESS POST.  IT IS STAMPED BRARA 1949 AND PROJECTS 2 INCHES.
 NO0465'TO REACH FROM THE STATION, FOLLOW RIDGE AROUND IN A NORTHWESTERLY
 NO0465'DIRECTION FOR 0.35 MILE TO EAST-WEST FENCE LINE AND MARK AS
 NO0465'DESCRIBED.
 NO0465'
 NO0465'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE SOUTH
 NO0465'EDGE OF CODY, GO WEST ON U.S. HIGHWAY NO 20 FOR 0.8 MILE TO
 NO0465'SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR 2.0 MILES TO
 NO0465'FORKS, BEAR RIGHT AND FOLLOW ROAD SOUTHWEST FOR 2.8 MILES
 NO0465'TO FORKS, BEAR LEFT PASSING OLD BUILDING SITE ON THE LEFT
 NO0465'FOR 0.2 MILE TO WIRE GATE IN FENCE LINE ON THE RIGHT, PASS
 NO0465'THROUGH GATE AND FOLLOW TRACK ROAD WEST FOR 1.05 MILES TO A
 NO0465'REVERSE FORK ABOUT 0.15 MILE BEFORE REACHING A WINDMILL,
 NO0465'TURN SHARP RIGHT AND FOLLOW TRACK ROAD WHICH WINDS AROUND
 NO0465'NORTHERLY FOR 0.4 MILE, HERE TURN RIGHT OFF OF TRACK ROAD
 NO0465'AND PICK ROAD NORTH-NORTHEAST FOR 0.2 MILE TO HIGHEST POINT
 NO0465'AND STATION AS DESCRIBED.
 NO0465'
 NO0465'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0291 ***********************************************************************
 LH0291  DESIGNATION -  BRASS BOLT
 LH0291  PID         -  LH0291
 LH0291  STATE/COUNTY-  NE/WEBSTER
 LH0291  USGS QUAD   -  GUIDE ROCK (1974)
 LH0291
 LH0291                         *CURRENT SURVEY CONTROL
 LH0291  ___________________________________________________________________
 LH0291* NAD 83(1986)-  40 03 46.     (N)    098 19 50.     (W)     SCALED    
 LH0291* NAVD 88     -       499.323  (meters)    1638.20   (feet)  ADJUSTED  
 LH0291  ___________________________________________________________________
 LH0291  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 LH0291  DYNAMIC HT  -         499.028 (meters)    1637.23  (feet)  COMP
 LH0291  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 LH0291
 LH0291  VERT ORDER  -  FIRST     CLASS II
 LH0291
 LH0291.The horizontal coordinates were scaled from a topographic map and have
 LH0291.an estimated accuracy of +/- 6 seconds.
 LH0291
 LH0291.The orthometric height was determined by differential leveling
 LH0291.and adjusted by the National Geodetic Survey in June 1991..
 LH0291
 LH0291.The geoid height was determined by GEOID03.
 LH0291
 LH0291.The dynamic height is computed by dividing the NAVD 88
 LH0291.geopotential number by the normal gravity value computed on the
 LH0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0291.degrees latitude (g = 980.6199 gals.).
 LH0291
 LH0291.The modeled gravity was interpolated from observed gravity values.
 LH0291
 LH0291;                    North         East    Units  Estimated Accuracy
 LH0291;SPC NE       -    26,850.      642,420.      MT  (+/- 180 meters Scaled)
 LH0291
 LH0291                          SUPERSEDED SURVEY CONTROL
 LH0291
 LH0291  NGVD 29 (??/??/92)  499.121  (m)         1637.53   (f) ADJ UNCH    1 2
 LH0291
 LH0291.Superseded values are not recommended for survey control.
 LH0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0291.See file dsdata.txt to determine how the superseded data were derived.
 LH0291
 LH0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK570349(NAD 83)
 LH0291_MARKER: B = BOLT
 LH0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0291_SP_SET: BRIDGE
 LH0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0291
 LH0291  HISTORY     - Date     Condition        Report By
 LH0291  HISTORY     - UNK      MONUMENTED       NEDR
 LH0291  HISTORY     - 1947     GOOD             NGS
 LH0291
 LH0291                          STATION DESCRIPTION
 LH0291
 LH0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0291'0.5 MI S FROM GUIDE ROCK.
 LH0291'0.5 MILE SOUTH ALONG STATE HIGHWAY NO. 78 FROM THE CHICAGO,
 LH0291'BURLINGTON AND QUINCY RAILROAD STATION AT GUIDE ROCK, AT THE
 LH0291'SOUTH END OF THE STEEL BRIDGE OVER THE REPUBLICAN RIVER, 10.0
 LH0291'FEET EAST OF THE CENTER OF THE HIGHWAY, A 5/16-INCH BRASS BOLT
 LH0291'SET IN THE CENTER AND TOP OF AND 0.75 FOOT WEST OF THE EAST END
 LH0291'OF THE MOST SOUTHERLY CONCRETE PIER FOR THE BRIDGE, 0.5 FOOT EAST
 LH0291'OF THE EAST EDGE OF THE STEEL MOUNTING PLATE FOR THE BRIDGE,
 LH0291'1.0 FOOT BELOW THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0479 ***********************************************************************
 LJ0479  DESIGNATION -  BRAUGH
 LJ0479  PID         -  LJ0479
 LJ0479  STATE/COUNTY-  NE/LINCOLN
 LJ0479  USGS QUAD   -  SUTTLERS CANYON EAST (1973)
 LJ0479
 LJ0479                         *CURRENT SURVEY CONTROL
 LJ0479  ___________________________________________________________________
 LJ0479* NAD 83(1995)-  40 44 24.84836(N)    100 58 54.65647(W)     ADJUSTED  
 LJ0479* NAVD 88     -       951.41   (+/-2cm)    3121.4    (feet)  VERTCON   
 LJ0479  ___________________________________________________________________
 LJ0479  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 LJ0479  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 LJ0479
 LJ0479  HORZ ORDER  -  THIRD
 LJ0479  VERT ORDER  -  THIRD ? (See Below)
 LJ0479
 LJ0479.The horizontal coordinates were established by classical geodetic methods
 LJ0479.and adjusted by the National Geodetic Survey in August 1997..
 LJ0479
 LJ0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0479.The vertical order pertains to the NGVD 29 superseded value.
 LJ0479
 LJ0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0479
 LJ0479.The geoid height was determined by GEOID03.
 LJ0479
 LJ0479;                    North         East     Units Scale Factor Converg.
 LJ0479;SPC NE       -   101,162.557   417,091.232   MT  0.99974717   -0 39 02.4
 LJ0479;UTM  14      - 4,511,810.546   332,665.794   MT  0.99994466   -1 17 37.4
 LJ0479
 LJ0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0479!SPC NE       -   0.99985434  x   0.99974717  =   0.99960155
 LJ0479!UTM  14      -   0.99985434  x   0.99994466  =   0.99979901
 LJ0479
 LJ0479:                Primary Azimuth Mark                     Grid Az
 LJ0479:SPC NE       -  SOMERSET                                 062 33 49.4
 LJ0479:UTM  14      -  SOMERSET                                 063 12 24.4
 LJ0479
 LJ0479|---------------------------------------------------------------------|
 LJ0479| PID    Reference Object                     Distance      Geod. Az  |
 LJ0479|                                                           dddmmss.s |
 LJ0479| LJ0483 SOMERSET                            APPROX.13.1 KM 0615447.0 |
 LJ0479| LJ0556 BRAUGH RM 2                          18.910 METERS 08800     |
 LJ0479| LJ0480 BRAUGH AZ MK                        APPROX. 0.6 KM 3044425.7 |
 LJ0479| LJ0481 BRAUGH 2                              5.206 METERS 35257     |
 LJ0479| LJ0555 BRAUGH RM 1                          11.424 METERS 35755     |
 LJ0479|---------------------------------------------------------------------|
 LJ0479
 LJ0479                          SUPERSEDED SURVEY CONTROL
 LJ0479
 LJ0479  NAD 83(1986)-  40 44 24.85152(N)    100 58 54.66407(W) AD(       ) 3
 LJ0479  NAD 27      -  40 44 24.81488(N)    100 58 53.12368(W) AD(       ) 3
 LJ0479  NGVD 29 (07/19/86)  951.02   (m)         3120.1    (f) LEVELING    3  
 LJ0479
 LJ0479.Superseded values are not recommended for survey control.
 LJ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0479.See file dsdata.txt to determine how the superseded data were derived.
 LJ0479
 LJ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3266611811(NAD 83)
 LJ0479_MARKER: DS = TRIANGULATION STATION DISK
 LJ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0479_SP_SET: CONCRETE POST
 LJ0479_STAMPING: BRAUGH 1951
 LJ0479_MARK LOGO: CGS   
 LJ0479_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0479+STABILITY: SURFACE MOTION
 LJ0479
 LJ0479  HISTORY     - Date     Condition        Report By
 LJ0479  HISTORY     - 1951     MONUMENTED       CGS
 LJ0479  HISTORY     - 1951     GOOD             CGS
 LJ0479  HISTORY     - 1973     POOR             USGS
 LJ0479  HISTORY     - 19810617 SEE DESCRIPTION  NGS
 LJ0479
 LJ0479                          STATION DESCRIPTION
 LJ0479
 LJ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0479'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH OF DICKENS ON
 LJ0479'THE ROAD RIGHT-OF-WAY, 32 FEET WEST OF THE CENTER OF ROAD, 4
 LJ0479'FEET NORTH OF A WITNESS POST AND 2 FEET EAST OF A NORTH-SOUTH
 LJ0479'FENCE LINE.  IT IS STAMPED BRAUGH 1951 AND PROJECTS 3 INCHES.
 LJ0479'
 LJ0479'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 33 FEET
 LJ0479'WEST OF THE CENTER OF ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 LJ0479'FENCE LINE.  IT IS STAMPED BRAUGH NO 1 1951 AND PROJECTS 4
 LJ0479'INCHES.
 LJ0479'
 LJ0479'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF A CULTIVATED FIELD,
 LJ0479'30 FEET EAST OF THE CENTER OF ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 LJ0479'FENCE LINE.  IT IS STAMPED BRAUGH NO 2 1951 AND PROJECTS 3
 LJ0479'INCHES.
 LJ0479'
 LJ0479'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 72.46 FEET.
 LJ0479'
 LJ0479'THE AZIMUTH MARK IS IN THE SOUTH EDGE OF A CULTIVATED FIELD,
 LJ0479'27 FEET NORTH OF THE CENTER OF ROAD, 5 FEET SOUTH OF A POWER
 LJ0479'LINE POLE, 2 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF AN
 LJ0479'EAST-WEST FENCE LINE.  IT IS STAMPED BRAUGH 1951 AND PROJECTS
 LJ0479'4 INCHES.
 LJ0479'
 LJ0479'TO REACH THE STATION FROM THE CHICAGO, BURLINGTON AND QUINCY
 LJ0479'RAILROAD STATION IN DICKENS, GO EAST ON GRADED ROAD FOR 0.5
 LJ0479'MILE TO A POINT WHERE MAIN ROAD CURVES SOUTH, TURN RIGHT
 LJ0479'AND GO SOUTH ON MAIN ROAD FOR 5.5 MILES TO A T ROAD RIGHT.
 LJ0479'(TURN RIGHT AND GO WEST FOR 0.3 MILE TO AZIMUTH MARK ON RIGHT
 LJ0479'AS DESCRIBED.) CONTINUE SOUTH FOR 0.2 MILE TO STATION ON
 LJ0479'RIGHT AS DESCRIBED.
 LJ0479'
 LJ0479'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LJ0479
 LJ0479                          STATION RECOVERY (1951)
 LJ0479
 LJ0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LJ0479'RECOVERED IN GOOD CONDITION.
 LJ0479
 LJ0479                          STATION RECOVERY (1973)
 LJ0479
 LJ0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JEK)
 LJ0479'STATION MK. (SURFACE) WAS FOUND DISTURBED.  UNDERGROUND MK.
 LJ0479'WAS FOUND IN GOOD CONDITION.  R.M. 1 IS OK.  R.M. 2 WAS NOT
 LJ0479'FOUND.  AZ. MK. WAS FOUND DESTROYED.  THE SURFACE MARK WAS
 LJ0479'LAID DUE EAST OF THE UNDERGROUND MARK (UNDERGROUND MARK IS 1
 LJ0479'FT. W. OF BASE OF SURFACE MARK WHICH HAS BEEN LAID OVER).
 LJ0479'
 LJ0479'DISTANCE TO R.M. 1 MISSED +0.02 FT.
 LJ0479'
 LJ0479'DIRECTION TO R.M. 1 MISSED -279.57 SECONDS IN AZIMUTH.
 LJ0479'
 LJ0479'THE OLD DESCRIPTION IS ADEQUATE.
 LJ0479
 LJ0479                          STATION RECOVERY (1981)
 LJ0479
 LJ0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LJ0479'THE SURFACE STATION MARK WAS FOUND DESTROYED AND THE UNDERGROUND MARK
 LJ0479'ON THE EDGE OF A VERTICAL ROAD CUT.  STATION BRAUGH 2 WAS ESTABLISHED
 LJ0479'NEARBY.  FOR FURTHER DETAILS, SEE THE DESCRIPTION THEREOF.  THIS MARK
 LJ0479'HAD BEEN A USGS BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0481 ***********************************************************************
 LJ0481  DESIGNATION -  BRAUGH 2
 LJ0481  PID         -  LJ0481
 LJ0481  STATE/COUNTY-  NE/LINCOLN
 LJ0481  USGS QUAD   -  SUTTLERS CANYON EAST (1973)
 LJ0481
 LJ0481                         *CURRENT SURVEY CONTROL
 LJ0481  ___________________________________________________________________
 LJ0481* NAD 83(1995)-  40 44 25.01585(N)    100 58 54.68372(W)     ADJUSTED  
 LJ0481* NAVD 88     -       951.     (meters)    3120.     (feet)  SCALED    
 LJ0481  ___________________________________________________________________
 LJ0481  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 LJ0481  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 LJ0481
 LJ0481  HORZ ORDER  -  THIRD
 LJ0481
 LJ0481.The horizontal coordinates were established by classical geodetic methods
 LJ0481.and adjusted by the National Geodetic Survey in August 1997..
 LJ0481.No horizontal observational check was made to the station.
 LJ0481
 LJ0481.The orthometric height was scaled from a topographic map.
 LJ0481
 LJ0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0481
 LJ0481.The geoid height was determined by GEOID03.
 LJ0481
 LJ0481;                    North         East     Units Scale Factor Converg.
 LJ0481;SPC NE       -   101,167.729   417,090.651   MT  0.99974716   -0 39 02.4
 LJ0481;UTM  14      - 4,511,815.725   332,665.271   MT  0.99994466   -1 17 37.4
 LJ0481
 LJ0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0481!SPC NE       -   0.99985434  x   0.99974716  =   0.99960154
 LJ0481!UTM  14      -   0.99985434  x   0.99994466  =   0.99979901
 LJ0481
 LJ0481|---------------------------------------------------------------------|
 LJ0481| PID    Reference Object                     Distance      Geod. Az  |
 LJ0481|                                                           dddmmss.s |
 LJ0481| LJ0555 BRAUGH RM 1                           6.255 METERS 00158     |
 LJ0481| LJ0479 BRAUGH                                5.206 METERS 17257     |
 LJ0481| LJ0554 BRAUGH 2 RM 3                         6.598 METERS 18002     |
 LJ0481| LJ0480 BRAUGH AZ MK                        APPROX. 0.6 KM 3042324.7 |
 LJ0481|---------------------------------------------------------------------|
 LJ0481
 LJ0481                          SUPERSEDED SURVEY CONTROL
 LJ0481
 LJ0481  NAD 83(1986)-  40 44 25.01899(N)    100 58 54.69132(W) AD(       ) 3
 LJ0481  NAD 27      -  40 44 24.98237(N)    100 58 53.15093(W) AD(       ) 3
 LJ0481
 LJ0481.Superseded values are not recommended for survey control.
 LJ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0481.See file dsdata.txt to determine how the superseded data were derived.
 LJ0481
 LJ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3266511816(NAD 83)
 LJ0481_MARKER: DH = HORIZONTAL CONTROL DISK
 LJ0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0481_SP_SET: CONCRETE POST
 LJ0481_STAMPING: BRAUGH 2 1981
 LJ0481_MARK LOGO: NGS   
 LJ0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0481+STABILITY: SURFACE MOTION
 LJ0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0481+SATELLITE: SATELLITE OBSERVATIONS - 1981
 LJ0481
 LJ0481  HISTORY     - Date     Condition        Report By
 LJ0481  HISTORY     - 1981     MONUMENTED       NGS
 LJ0481
 LJ0481                          STATION DESCRIPTION
 LJ0481
 LJ0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LJ0481'THE STATION IS ABOUT 17.7 KM (11.0 MI) SOUTHEAST FROM WALLACE, 9.7 KM
 LJ0481'(6.0 MI) SOUTH FROM DICKENS AND IN PASTURE LAND, ON PROPERTY OWNED BY
 LJ0481'THE AYLWARD/MOLES RANCH.  PERMISSION GIVEN BY DUANE AYLWARD, DICKENS,
 LJ0481'NEBRASKA.
 LJ0481'TO REACH FROM THE RAILROAD CROSSING IN DICKENS, GO EAST ON A GRADED
 LJ0481'ROAD, ALONG THE SOUTH SIDE OF THE TRACKS FOR 0.8 KM (0.5 MI) TO WHERE
 LJ0481'THE ROAD TURNS RIGHT AND SOUTH.  TURN RIGHT AND GO SOUTH ON A GRADED
 LJ0481'ROAD FOR 8.85 KM (5.50 MI) TO A SIDE ROAD ON THE RIGHT AND THE
 LJ0481'AZIMUTH MARK, 0.48 KM (0.30 MI) WEST ALONG THIS ROAD.  CONTINUE SOUTH
 LJ0481'FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT, AT A CUT THROUGH A
 LJ0481'HILL AND ABOUT 3.5 M (11.5 FT) HIGHER THAN THE ROAD.  IT IS POSSIBLE
 LJ0481'TO DRIVE A VEHICLE TO THE MARK, BY ENTERING A GATE ON THE SOUTH SIDE
 LJ0481'OF THE ROAD ABOUT 90 M (295.3 FT) WEST OF THE AZIMUTH MARK AND THEN
 LJ0481'GOING EASTWARD ALONG THE SOUTH SIDE OF THE FENCE TO A WINDMILL.  AT
 LJ0481'THE WINDMILL BEAR RIGHT AND GO SOUTHEAST TO THE HIGHEST GROUND AND
 LJ0481'THE STATION.
 LJ0481'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 LJ0481'IS FLUSH WITH THE GROUND AND THE UNDERGROUND MARK IS RECESSED 1.22 M
 LJ0481'(4.00 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 10.7 M (35.1 FT)
 LJ0481'WEST FROM THE CENTERLINE OF THE ROAD, 5.21 M (17.09 FT) NORTH FROM A
 LJ0481'WITNESS POST, 0.72 M (2.36 FT) SOUTH FROM A WITNESS POST AND IN A
 LJ0481'FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0480 ***********************************************************************
 LJ0480  DESIGNATION -  BRAUGH AZ MK
 LJ0480  PID         -  LJ0480
 LJ0480  STATE/COUNTY-  NE/LINCOLN
 LJ0480  USGS QUAD   -  SUTTLERS CANYON EAST (1973)
 LJ0480
 LJ0480                         *CURRENT SURVEY CONTROL
 LJ0480  ___________________________________________________________________
 LJ0480* NAD 83(1995)-  40 44 36.64029(N)    100 59 17.01456(W)     ADJUSTED  
 LJ0480* NAVD 88     -       948.     (meters)    3110.     (feet)  SCALED    
 LJ0480  ___________________________________________________________________
 LJ0480  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 LJ0480  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 LJ0480
 LJ0480  HORZ ORDER  -  SECOND
 LJ0480
 LJ0480.The horizontal coordinates were established by classical geodetic methods
 LJ0480.and adjusted by the National Geodetic Survey in August 1997..
 LJ0480
 LJ0480.The orthometric height was scaled from a topographic map.
 LJ0480
 LJ0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0480
 LJ0480.The geoid height was determined by GEOID03.
 LJ0480
 LJ0480;                    North         East     Units Scale Factor Converg.
 LJ0480;SPC NE       -   101,532.160   416,570.980   MT  0.99974641   -0 39 17.2
 LJ0480;UTM  14      - 4,512,186.039   332,149.620   MT  0.99994679   -1 17 52.3
 LJ0480
 LJ0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0480!SPC NE       -   0.99985481  x   0.99974641  =   0.99960126
 LJ0480!UTM  14      -   0.99985481  x   0.99994679  =   0.99980161
 LJ0480
 LJ0480:                Primary Azimuth Mark                     Grid Az
 LJ0480:SPC NE       -  BRAUGH 2                                 125 02 27.4
 LJ0480:UTM  14      -  BRAUGH 2                                 125 41 02.5
 LJ0480
 LJ0480|---------------------------------------------------------------------|
 LJ0480| PID    Reference Object                     Distance      Geod. Az  |
 LJ0480|                                                           dddmmss.s |
 LJ0480| LJ0481 BRAUGH 2                            APPROX. 0.6 KM 1242310.2 |
 LJ0480|---------------------------------------------------------------------|
 LJ0480
 LJ0480                          SUPERSEDED SURVEY CONTROL
 LJ0480
 LJ0480  NAD 83(1986)-  40 44 36.64341(N)    100 59 17.02218(W) AD(       ) 2
 LJ0480  NAD 27      -  40 44 36.60679(N)    100 59 15.48123(W) AD(       ) 2
 LJ0480
 LJ0480.Superseded values are not recommended for survey control.
 LJ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0480.See file dsdata.txt to determine how the superseded data were derived.
 LJ0480
 LJ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3215012186(NAD 83)
 LJ0480_MARKER: DZ = AZIMUTH MARK DISK
 LJ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0480_SP_SET: CONCRETE POST
 LJ0480_STAMPING: BRAUGH 1951
 LJ0480_MARK LOGO: CGS   
 LJ0480_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0480+STABILITY: SURFACE MOTION
 LJ0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0480+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1981
 LJ0480
 LJ0480  HISTORY     - Date     Condition        Report By
 LJ0480  HISTORY     - 1951     MONUMENTED       CGS
 LJ0480  HISTORY     - 19810617 GOOD             NGS
 LJ0480
 LJ0480                          STATION DESCRIPTION
 LJ0480
 LJ0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LJ0480'THE STATION IS LOCATED ABOUT 9.25 KM (5.75 MI) SOUTH FROM DICKENS AND
 LJ0480'ON ROAD RIGHT-OF-WAY.
 LJ0480'TO REACH THE STATION FROM THE RAILROAD CROSSING IN DICKENS, GO EAST
 LJ0480'ALONG THE SOUTH SIDE OF THE TRACKS, FOR 0.8 KM (0.5 MI) TO WHERE THE
 LJ0480'ROAD TURNS RIGHT AND SOUTH.  TURN RIGHT AND GO SOUTH ON A GRADED ROAD
 LJ0480'FOR 8.85 KM (5.50 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST
 LJ0480'FOR 0.48 KM (0.30 MI) TO THE MARK ON THE RIGHT.
 LJ0480'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 LJ0480'0.04 M (0.13 FT) BELOW THE GROUND SURFACE.  IT IS 9.45 M (31.00 FT)
 LJ0480'NORTH FROM THE CENTERLINE OF THE ROAD, 1.61 M (5.28 FT) SOUTH FROM A
 LJ0480'POWER POLE AND 0.35 M (1.15 FT) WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1093 ***********************************************************************
 ML1093  DESIGNATION -  BRAYTON
 ML1093  PID         -  ML1093
 ML1093  STATE/COUNTY-  NE/GREELEY
 ML1093  USGS QUAD   -  SCOTIA NE (1974)
 ML1093
 ML1093                         *CURRENT SURVEY CONTROL
 ML1093  ___________________________________________________________________
 ML1093* NAD 83(1995)-  41 27 58.00451(N)    098 33 35.47114(W)     ADJUSTED  
 ML1093* NAVD 88     -       670.2    (meters)    2199.     (feet)  VERTCON   
 ML1093  ___________________________________________________________________
 ML1093  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 ML1093  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 ML1093
 ML1093  HORZ ORDER  -  FIRST
 ML1093
 ML1093.The horizontal coordinates were established by classical geodetic methods
 ML1093.and adjusted by the National Geodetic Survey in August 1997..
 ML1093
 ML1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1093
 ML1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1093
 ML1093.The geoid height was determined by GEOID03.
 ML1093
 ML1093;                    North         East     Units Scale Factor Converg.
 ML1093;SPC NE       -   182,281.306   620,262.806   MT  0.99965883   +0 57 15.8
 ML1093;UTM  14      - 4,590,595.541   536,755.069   MT  0.99961662   +0 17 29.3
 ML1093
 ML1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1093!SPC NE       -   0.99989871  x   0.99965883  =   0.99955757
 ML1093!UTM  14      -   0.99989871  x   0.99961662  =   0.99951536
 ML1093
 ML1093|---------------------------------------------------------------------|
 ML1093| PID    Reference Object                     Distance      Geod. Az  |
 ML1093|                                                           dddmmss.s |
 ML1093| CN7960 BRAYTON RM 1                         19.578 METERS 02431     |
 ML1093| CN7959 BRAYTON AZ MK                                      0895232.1 |
 ML1093| CN7961 BRAYTON RM 2                         19.970 METERS 11515     |
 ML1093|---------------------------------------------------------------------|
 ML1093
 ML1093                          SUPERSEDED SURVEY CONTROL
 ML1093
 ML1093  NAD 83(1986)-  41 27 58.01059(N)    098 33 35.47678(W) AD(       ) 1
 ML1093  NAD 27      -  41 27 57.96200(N)    098 33 34.21300(W) AD(       ) 1
 ML1093  NGVD 29 (07/19/86)  670.0    (m)         2198.     (f) VERT ANG       
 ML1093
 ML1093.Superseded values are not recommended for survey control.
 ML1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1093.See file dsdata.txt to determine how the superseded data were derived.
 ML1093
 ML1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3675590596(NAD 83)
 ML1093_MARKER: V = STONE MONUMENT
 ML1093_SETTING: 0 = UNSPECIFIED SETTING
 ML1093
 ML1093  HISTORY     - Date     Condition        Report By
 ML1093  HISTORY     - 1899     MONUMENTED       CGS
 ML1093  HISTORY     - 1927     SEE DESCRIPTION  CGS
 ML1093  HISTORY     - 1930     SEE DESCRIPTION  CGS
 ML1093  HISTORY     - 1935     SEE DESCRIPTION  NEGS
 ML1093  HISTORY     - 1951     GOOD             CGS
 ML1093  HISTORY     - 1962     GOOD             CGS
 ML1093
 ML1093                          STATION DESCRIPTION
 ML1093
 ML1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1093'STATION IS IN THE SE 1/4 SEC. 3, T 17 N, R 11 W, ABOUT 60 FEET
 ML1093'N AND 90 FEET W OF THE SE CORNER OF THE SECTION, ON A HILL
 ML1093'WHICH IS QUITE PROMINENT AS VIEWED FROM THE NE AND E.  IT IS
 ML1093'4 MILES W AND 1/4 MILE N OF BRAYTON, AND 5-1/2 MILES S AND 1 MILE
 ML1093'W OF GREELEY CENTER, AND IS ON LAND OWNED BY THE BURLINGTON
 ML1093'AND MISSOURI RIVER RAILROAD.  THE AZIMUTHS TO CERTAIN POINTS
 ML1093'ARE--TO A CHURCH SPIRE AT GREELEY CENTER, 192 DEG 59 MIN 40
 ML1093'SEC.  TO CHIMNEY OF MICHAEL GRAYS HOUSE, 243 DEG 25 MIN 46 SEC.
 ML1093'TO CUPOLA OF SCHOOLHOUSE AT BRAYTON, 272 DEG 02 MIN 44 SEC.
 ML1093'TO CLEARYS WINDMILL, 273 DEG 46 MIN 11 SEC.
 ML1093'
 ML1093'THE SURFACE MARK IS A MARBLE POST 8 INCHES SQUARE AND 2.3 TO
 ML1093'2.6 FEET LONG, PLACED WITH ITS TOP FLUSH WITH THE GROUND, AND
 ML1093'HAVING TWO V-SHAPED GROOVES AT RIGHT ANGLES AND THE LETTERS
 ML1093'U.S.C.S. CUT IN ITS TOP.
 ML1093'
 ML1093'THE UNDERGROUND MARK IS AN EARTHENWARE CROCK, BURIED FROM 2.7
 ML1093'TO 3.5 FEET BELOW THE SURFACE, WITH BOTTOM UPWARD AND WITH
 ML1093'A SMALL DRILL HOLE IN THE BOTTOM.
 ML1093
 ML1093                          STATION RECOVERY (1927)
 ML1093
 ML1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (EOH)
 ML1093'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION, EXCEPT
 ML1093'THAT THE CORNERS OF THE MONUMENT HAD BEEN BROKEN OFF BY WAGONS
 ML1093'PASSING OVER IT.  THE LAND IS NOW OWNED BY MICHAEL GRAY INSTEAD
 ML1093'OF THE BURLINGTON AND MISSOURI RAILROAD AS ORIGINALLY DESCRIBED.
 ML1093'
 ML1093'TO REACH FROM GREELEY GO E 1/2 MILE AND THEN S FOR ABOUT 5-3/4
 ML1093'MILES TO SECTION-LINE ROAD.  GO W 2 MILES ON THIS ROAD TO
 ML1093'TOP OF HIGH HILL AND STATION WILL BE IN PASTURE LAND ABOUT 50
 ML1093'FEET N.
 ML1093'
 ML1093'A 6-FOOT INSTRUMENT STAND AT THIS POINT.
 ML1093'
 ML1093'LUMBER, SUPPLIES, AND MAIL AT GREELEY, NEBRASKA.
 ML1093
 ML1093                          STATION RECOVERY (1930)
 ML1093
 ML1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (HWH)
 ML1093'STATION FOUND AS DESCRIBED IN ORIGINAL DESCRIPTION AND IN GOOD
 ML1093'CONDITION EXCEPT AS NOTED IN 1927 RECOVERY NOTE.
 ML1093
 ML1093                          STATION RECOVERY (1935)
 ML1093
 ML1093'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 ML1093'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 ML1093'EDGES AND CORNERS OF THE STONE POST ARE SLIGHTLY WORN AND THE
 ML1093'POST APPEARS TO BE VERY SLIGHTLY TILTED TOWARD THE E.
 ML1093'
 ML1093'THE STATION IS ABOUT 6 MILES S AND 1 MILE W OF GREELEY.  7 MILES
 ML1093'E OF SCOTIA, 4 MILES W OF BRAYTON.  IT IS IN A PASTURE ON A
 ML1093'RATHER FLAT-TOPPED HILL IN THE SE CORNER OF SEC. 3, T 17 N,
 ML1093'R 11 W, ON LAND OWNED BY MICHAEL GRAY, ABOUT 35 YARDS W AND 28
 ML1093'FEET N OF A FENCE CORNER AT THE SE CORNER OF THE SECTION.
 ML1093'
 ML1093'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN GREELEY--GO
 ML1093'S TO THE RAILROAD TRACKS, W 1/4 MILE, S 5-1/2 MILES TO A
 ML1093'SCHOOLHOUSE (DISTRICT 24) IN THE NE CORNER OF AN INTERSECTION,
 ML1093'W 1 MILE TO THE TOP OF THE HILL AND STATION SITE.
 ML1093
 ML1093                          STATION RECOVERY (1951)
 ML1093
 ML1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1093'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  NEW
 ML1093'REFERENCE MARKS AND THE AZIMUTH MARK WERE ESTABLISHED.
 ML1093'
 ML1093'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 ML1093'
 ML1093'THE STATION IS LOCATED ABOUT 9.0 MILES WEST-NORTHWEST OF
 ML1093'WOLBACK, 6.0 MILES SOUTH OF GREELEY, 4.0 MILES WEST OF BRAYTON
 ML1093'AND IN THE SOUTHEAST CORNER OF A PASTURE ON A FLAT TOPPED HILL.
 ML1093'IT IS AN 8 INCH SQUARE MARBLE POST SET FLUSH WITH THE GROUND
 ML1093'AND HAS TWO V SHAPED GROVES AT RIGHT ANGLES AND THE LETTERS
 ML1093'U.S.C.S. CUT IN ITS TOP.  IT IS 106.0 FEET WEST-NORTHWEST OF
 ML1093'A FENCE CORNER, 49.0 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 ML1093'29.0 FEET NORTH OF AN EAST-WEST FENCE LINE AND 4.0 FEET SOUTH
 ML1093'OF A WITNESS POST.
 ML1093'
 ML1093'REFERENCE MARK NO. 1 IS 93.0 FEET NORTH OF AN EAST-WEST FENCE
 ML1093'LINE AND 80.0 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT
 ML1093'PROJECTS 3 INCHES AND IS STAMPED BRAYTON NO 1 1951.
 ML1093'
 ML1093'REFERENCE MARK NO. 2 IS 21.0 FEET NORTH OF THE CENTER OF A
 ML1093'TRACK ROAD AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 ML1093'IT PROJECTS 2 INCHES AND IS STAMPED BRAYTON NO 2 1951.
 ML1093'
 ML1093'THE DISTANCE BETWEEN REFERENCE MARKS IS 92.2 FEET.
 ML1093'
 ML1093'THE AZIMUTH MARK IS LOCATED ACROSS THE ROAD, WEST OF A SCHOOLHOUSE,
 ML1093'53.0 FEET NORTHWEST OF THE CENTER OF A CROSSROAD INTERSECTION,
 ML1093'1.5 FEET WEST OF A POWER LINE POLE AND 1.5 FEET NORTHWEST OF A
 ML1093'WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED BRAYTON 1951.
 ML1093'
 ML1093'TO REACH THE STATION FROM THE POST OFFICE IN WOLBACK, GO EAST
 ML1093'FOR 0.05 MILE TO A CROSS STREET.  TURN RIGHT, SOUTH, FOR 0.2
 ML1093'MILE TO STATE HIGHWAY 22, TURN RIGHT, WEST, ON STATE HIGHWAY 22
 ML1093'FOR 2.1 MILES TO U.S. HIGHWAY 281.  TURN RIGHT, NORTH, ON U.S.
 ML1093'HIGHWAY 281 FOR 3.4 MILES TO A FORK, TAKE THE LEFT FORK AND
 ML1093'FOLLOW THE MAIN DIRT ROAD WESTERLY FOR 3.0 MILES TO BRAYTON.  GO
 ML1093'NORTH, THENCE WEST ON THE MAIN ROAD FOR 0.35 MILE TO A T
 ML1093'ROAD LEADING NORTH, CONTINUE WEST ON THE MAIN ROAD FOR 3.0
 ML1093'MILES TO A SCHOOLHOUSE AND THE AZIMUTH MARK ON THE RIGHT AS
 ML1093'DESCRIBED.  CONTINUE WEST FOR 1.0 MILE TO THE TOP OF THE HILL
 ML1093'AND THE STATION ON THE RIGHT AS DESCRIBED.
 ML1093
 ML1093                          STATION RECOVERY (1962)
 ML1093
 ML1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 ML1093'STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 ML1093'CONDITION.  A NEW TO REACH FOLLOWS--
 ML1093'
 ML1093'TO REACH THE STATION FROM THE POST OFFICE IN WOLBACK, GO EAST
 ML1093'FOR 1 BLOCK TO A CROSSROADS.  TURN RIGHT AND GO SOUTH FOR
 ML1093'0.15 MILE TO THE JUNCTION OF STATE HIGHWAY NO. 22.  TURN RIGHT
 ML1093'AND GO WEST ON STATE HIGHWAY NO. 22 FOR 2.8 MILES TO THE JUNCTION
 ML1093'OF U.S. HIGHWAY NO. 281.  TURN RIGHT AND GO NORTH ON U.S.
 ML1093'HIGHWAY NO. 281 FOR 6.0 MILES TO A POINT WHERE FOUR GRADED ROADS
 ML1093'INTERSECT AT THE HIGHWAY.  TURN LEFT AND GO NORTHWEST ON A
 ML1093'GRADED ROAD FOR 1.0 MILE TO A CROSSROADS AND THE AZIMUTH MARK
 ML1093'ON THE RIGHT.  CONTINUE WEST ON A GRADED ROAD FOR 0.95 MILE
 ML1093'TO THE TOP OF THE HILL AND THE STATION ON THE HILL AS
 ML1093'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0433 ***********************************************************************
 LJ0433  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0433  DESIGNATION -  BREACH
 LJ0433  PID         -  LJ0433
 LJ0433  STATE/COUNTY-  NE/RED WILLOW
 LJ0433  USGS QUAD   -  LEBANON (1983)
 LJ0433
 LJ0433                         *CURRENT SURVEY CONTROL
 LJ0433  ___________________________________________________________________
 LJ0433* NAD 83(1995)-  40 00 06.76646(N)    100 20 41.13486(W)     ADJUSTED  
 LJ0433* NAVD 88     -       808.1    (meters)    2651.     (feet)  GPS OBS   
 LJ0433  ___________________________________________________________________
 LJ0433  X           -    -878,671.009 (meters)                     COMP
 LJ0433  Y           -  -4,813,635.520 (meters)                     COMP
 LJ0433  Z           -   4,078,649.214 (meters)                     COMP
 LJ0433  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 LJ0433  ELLIP HEIGHT-         783.70  (meters)          (09/24/01) GPS OBS
 LJ0433  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 LJ0433
 LJ0433  HORZ ORDER  -  B
 LJ0433  ELLP ORDER  -  FOURTH    CLASS I
 LJ0433
 LJ0433.The horizontal coordinates were established by GPS observations
 LJ0433.and adjusted by the National Geodetic Survey in June 1996..
 LJ0433
 LJ0433.The orthometric height was determined by GPS observations and a
 LJ0433.high-resolution geoid model.
 LJ0433
 LJ0433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0433
 LJ0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0433
 LJ0433.The ellipsoidal height was determined by GPS observations
 LJ0433.and is referenced to NAD 83.
 LJ0433
 LJ0433.The geoid height was determined by GEOID03.
 LJ0433
 LJ0433;                    North         East     Units Scale Factor Converg.
 LJ0433;SPC NE       -    18,773.621   470,560.551   MT  0.99999915   -0 13 42.5
 LJ0433;SPC KS N     -   187,830.698   199,791.227   MT  1.00004277   -1 29 00.8
 LJ0433;UTM  14      - 4,428,831.823   385,213.012   MT  0.99976220   -0 51 52.3
 LJ0433
 LJ0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0433!SPC NE       -   0.99987707  x   0.99999915  =   0.99987622
 LJ0433!SPC KS N     -   0.99987707  x   1.00004277  =   0.99991983
 LJ0433!UTM  14      -   0.99987707  x   0.99976220  =   0.99963930
 LJ0433
 LJ0433|---------------------------------------------------------------------|
 LJ0433| PID    Reference Object                     Distance      Geod. Az  |
 LJ0433|                                                           dddmmss.s |
 LJ0433| CN7963 BREACH RM 1                          36.100 METERS 00644     |
 LJ0433| CN7965 BREACH RM 3                          21.217 METERS 08503     |
 LJ0433| CN7962 BREACH AZ MK                                       0904450.3 |
 LJ0433| KH0722 NORCATUR MUNICIPAL TANK             APPROX.22.4 KM 1434656.5 |
 LJ0433| CN7964 BREACH RM 2                          39.943 METERS 26503     |
 LJ0433|---------------------------------------------------------------------|
 LJ0433
 LJ0433                          SUPERSEDED SURVEY CONTROL
 LJ0433
 LJ0433  ELLIP H (06/25/96)  783.75   (m)                       GP(       ) 1 1
 LJ0433  NAD 83(1986)-  40 00 06.77275(N)    100 20 41.13972(W) AD(       ) 1
 LJ0433  NAD 27      -  40 00 06.75100(N)    100 20 39.62300(W) AD(       ) 1
 LJ0433
 LJ0433.Superseded values are not recommended for survey control.
 LJ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0433.See file dsdata.txt to determine how the superseded data were derived.
 LJ0433
 LJ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK8521328832(NAD 83)
 LJ0433_MARKER: DS = TRIANGULATION STATION DISK
 LJ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0433_STAMPING: BREACH 1935
 LJ0433_MARK LOGO: CGS   
 LJ0433_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0433+STABILITY: SURFACE MOTION
 LJ0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0433+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1995
 LJ0433
 LJ0433  HISTORY     - Date     Condition        Report By
 LJ0433  HISTORY     - 1935     MONUMENTED       CGS
 LJ0433  HISTORY     - 1950     GOOD             CGS
 LJ0433  HISTORY     - 1963     GOOD             CGS
 LJ0433  HISTORY     - 19950719 GOOD             NGS
 LJ0433
 LJ0433                          STATION DESCRIPTION
 LJ0433
 LJ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0433'STATION IS ABOUT 3-1/2 MILES EAST AND 3 MILES SOUTH OF DANBURY,
 LJ0433'IN THE SOUTHEAST CORNER OF SEC. 34, T. 1 N., R. 27 W., ON
 LJ0433'THE DIVIDE BETWEEN BEAVER AND SAPPA CREEKS.  THE STATION IS
 LJ0433'ON THE NORTH SIDE OF THE ROAD WHICH IS THE APPROXIMATE STATE
 LJ0433'LINE, AND IS IN THE SOUTHEAST CORNER OF THE PLOT OF GROUND
 LJ0433'WHICH IS NORTHWEST OF A T-ROAD INTERSECTION, ABOUT 250 YARDS
 LJ0433'SOUTH OF THE FARM BUILDINGS OF HARLEY BREACH.  THE MARK IS
 LJ0433'38 FEET NORTH OF THE CENTER OF THE EAST-AND-WEST ROAD, 10
 LJ0433'FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 38 FEET WEST OF
 LJ0433'THE NORTH-AND-SOUTH ROAD AND 10 FEET WEST OF THE WEST
 LJ0433'RIGHT-OF-WAY FENCE.  THE MARK IS 12 INCHES BELOW THE
 LJ0433'SURFACE OF THE GROUND.
 LJ0433'
 LJ0433'REFERENCE MARK NO. 1 IS NORTH OF THE STATION,
 LJ0433'27 FEET WEST OF THE CENTER OF THE ROAD, AND 1 FOOT EAST OF
 LJ0433'THE WEST RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 5 INCHES.
 LJ0433'
 LJ0433'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 29
 LJ0433'FEET NORTH OF THE CENTER OF THE ROAD AND 1 FOOT NORTH OF
 LJ0433'THE NORTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 5 INCHES.
 LJ0433'
 LJ0433'THE STATION IS REACHED FROM DANBURY BY GOING EAST FROM THE
 LJ0433'DEPOT ON STATE HIGHWAY 89 FOR 3.4 MILES, TURN RIGHT AND GO
 LJ0433'SOUTH 3.0 MILES TO THE STATION ON THE WEST SIDE OF THE ROAD.
 LJ0433'
 LJ0433'A 20-FOOT TOWER CLEARED ALL LINES.
 LJ0433
 LJ0433                          STATION RECOVERY (1950)
 LJ0433
 LJ0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LJ0433'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2,
 LJ0433'AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 LJ0433'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0433'
 LJ0433'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF DANBURY
 LJ0433'AND IS JUST NORTH OF THE KANSAS-NEBRASKA STATE LINE.  IT IS
 LJ0433'SITUATED AT A T-ROAD INTERSECTION AND IS IN THE CENTER OF THE
 LJ0433'MAIN ROAD WHERE IT CURVES FROM THE NORTH TO THE WEST.  IT IS
 LJ0433'STAMPED BREACH 1935 AND IS 8 INCHES BELOW THE SURFACE OF THE
 LJ0433'COUNTY ROAD.
 LJ0433'
 LJ0433'REFERENCE MARK NO. 1 IS LOCATED JUST EAST OF THE FENCE LINE,
 LJ0433'26 FEET WEST FROM THE CENTER OF THE ROAD.  IT IS STAMPED BREACH
 LJ0433'NO 1 1935 AND PROJECTS 12 INCHES.
 LJ0433'
 LJ0433'REFERENCE MARK NO. 2 IS LOCATED IN THE EAST-WEST FENCE LINE,
 LJ0433'20 FEET NORTH FROM THE CENTER OF THE ROAD.  IT IS STAMPED
 LJ0433'BREACH NO 2 1935 AND PROJECTS 16 INCHES.
 LJ0433'
 LJ0433'THE AZIMUTH MARK IS LOCATED 20 FEET SOUTH FROM THE CENTER
 LJ0433'OF THE DIRT ROAD, 6 FEET WEST FROM THE NORTHWEST CORNER OF A
 LJ0433'SMALL CEMETERY, AND 1 FOOT WEST OF A WITNESS POST.  IT IS
 LJ0433'STAMPED BREACH 1935 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 LJ0433'
 LJ0433'TO REACH THE STATION FROM THE DEPOT IN DANBURY, GO EAST ON
 LJ0433'STATE HIGHWAY 89 FOR 3.5 MILES TO A SIDE ROAD LEADING SOUTH
 LJ0433'AND THE STATE HIGHWAY CURVING TO THE NORTHWARD.  TURN RIGHT
 LJ0433'ON THE GRAVELED ROAD AND GO SOUTH FOR 3.0 MILES TO THE T-ROAD
 LJ0433'INTERSECTION AND THE STATION ON THE RIGHT AS DESCRIBED.  TURN
 LJ0433'LEFT ON A DIRT ROAD AND GO EAST FOR 0.8 MILE TO THE CEMETERY
 LJ0433'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LJ0433
 LJ0433                          STATION RECOVERY (1963)
 LJ0433
 LJ0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LJ0433'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LJ0433'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 1 WHICH
 LJ0433'HAD BEEN DESTROYED BY ROAD CONSTRUCTION WORK.  A NEW REFERENCE
 LJ0433'MARK NO. 3 WAS ESTABLISHED ON LINE WITH REFERENCE MARK NO. 2
 LJ0433'AND THE STATION.  A COMPLETE DESCRIPTION FOLLOWS.
 LJ0433'
 LJ0433'STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF NORCATUR, KANSAS
 LJ0433'AND 5 MILES SOUTHEAST OF DANBURY IN THE SOUTHEAST CORNER OF
 LJ0433'SEC. 34, T. 1 N., R 27 W. ON THE DIVIDE BETWEEN SAPPA AND
 LJ0433'BEAVER CREEKS, 461 FEET EAST OF THE CENTER OF T-ROAD GOING
 LJ0433'SOUTH FROM KANSAS-NEBRASKA STATE LINE ROAD, 71 FEET
 LJ0433'WEST-NORTHWEST OF A SOUTHWEST FENCE CORNER, 37 FEET WEST OF THE
 LJ0433'CENTERLINE OF A GRADED T-ROAD GOING NORTH FROM THE
 LJ0433'KANSAS-NEBRASKA STATE LINE ROAD, AND 33 FEET NORTH OF THE CENTER
 LJ0433'OF THE STATE LINE ROAD.  THE SURFACE STATION MARK IS 12
 LJ0433'INCHES BELOW THE SURFACE OF THE ROAD OR GROUND AND THE DISK
 LJ0433'IS STAMPED BREACH 1935.
 LJ0433'
 LJ0433'TO REACH THE STATION FROM THE POST OFFICE IN NORCATUR, GO
 LJ0433'SOUTH ON HARD SURFACED ROAD FOR 0.5 MILE TO U.S. HIGHWAY 36.
 LJ0433'TURN RIGHT AND GO WEST ON U.S. HIGHWAY 36 FOR 1.25 MILES TO
 LJ0433'CROSSROADS.  TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 12.0 MILES
 LJ0433'TO THE KANSAS-NEBRASKA STATE LINE.  TURN LEFT AND GO WEST ON
 LJ0433'STATE-LINE ROAD FOR 6.0 MILES TO THE AZIMUTH MARK ON THE LEFT
 LJ0433'AT THE NORTHWEST CORNER OF A SMALL CEMETERY.  CONTINUE WEST
 LJ0433'ALONG STATE-LINE ROAD FOR 0.8 MILE TO A T-ROAD NORTH AND THE
 LJ0433'STATION AS DESCRIBED.
 LJ0433'
 LJ0433'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 310 FEET EAST
 LJ0433'OF A T-ROAD GOING SOUTH FROM THE STATE*LINE ROAD, 168 FEET
 LJ0433'WEST OF THE CENTER OF A T-ROAD GOING NORTH, 24 FEET NORTH
 LJ0433'OF THE CENTERLINE OF STATE-LINE ROAD, AND 1 FOOT SOUTH OF
 LJ0433'A FENCE.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 LJ0433'BREACH NO 2 1935.
 LJ0433'
 LJ0433'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 40 FEET NORTH
 LJ0433'OF THE CENTER OF STATE-LINE ROAD, 32 FEET EAST OF THE CENTER
 LJ0433'OF A GRADED T-ROAD NORTH, 18 FEET NORTH OF A SOUTHWEST FENCE
 LJ0433'CORNER, 1 FOOT EAST OF A FENCE, AND 1 FOOT SOUTH OF A STEEL
 LJ0433'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LJ0433'STAMPED BREACH NO 3 1935.
 LJ0433'
 LJ0433'AZIMUTH MARK IS 0.8 MILE EAST OF THE STATION, 20 FEET SOUTH
 LJ0433'OF THE CENTER OF DIRT ROAD ALONG THE KANSAS-NEBRASKA STATE
 LJ0433'LINE, 6 FEET WEST OF THE NORTHWEST CORNER OF A SMALL CEMETERY,
 LJ0433'AND 1 FOOT WEST OF A WINTESS POST.  THE MARK PROJECTS 6 INCHES
 LJ0433'AND THE DISK IS STAMPED BREACH 1935.
 LJ0433'
 LJ0433'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LJ0433
 LJ0433                          STATION RECOVERY (1995)
 LJ0433
 LJ0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0433'THE MARK IS LOCATED ABOUT 4.75 MI (7.64 KM) SOUTHWEST OF LEBANON, 4.25
 LJ0433'MI (6.84 KM) SOUTHEAST OF DANBURY, AT THE NEBRASKA-KANSAS STATE LINE,
 LJ0433'AT A COUNTY ROAD INTERSECTION, ON ROAD RIGHT-OF-WAY AND NEAR THE
 LJ0433'SOUTHEAST CORNER, SEC34, T1N, R27W, ABOUT 480 FT (146.3 M) EAST OF A
 LJ0433'ROAD LEADING SOUTH INTO KANSAS.  TO REACH THE MARK FROM THE DANBURY
 LJ0433'POST OFFICE, GO NORTH ON GRANDVILLE AVENUE FOR 0.20 MI (0.32 KM) TO
 LJ0433'STATE HIGHWAY 89.  TURN RIGHT AND GO EAST ON HIGHWAY 89 FOR 3.55 MI
 LJ0433'(5.71 KM) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE
 LJ0433'GRAVELED ROAD FOR 3.50 MI (5.63 KM) TO A CURVE TO THE WEST, AT THE
 LJ0433'KANSAS STATE LINE, AND THE MARK.  THE DISK IS SET INTO THE TOP OF A
 LJ0433'ROUND CONCRETE MONUMENT THAT IS RECESSED ABOUT 1.3 FT (0.4 M) BELOW
 LJ0433'THE GROUND SURFACE.  IT IS 69.4 FT (21.2 M) WEST OF REFERENCE MARK 3,
 LJ0433'WHICH IS LOCATED 18 FT (5.5 M) NORTH OF A FENCE CORNER IN THE
 LJ0433'NORTHEAST ANGLE OF THE ROAD JUNCTION, 37.0 FT (11.3 M) WEST OF THE
 LJ0433'CENTERLINE OF THE ROAD LEADING NORTH, 25.0 FT (7.6 M) NORTH OF THE
 LJ0433'CENTERLINE OF THE DIRT STATE LINE ROAD LEADING EAST, 39.5 FT (12.0 M)
 LJ0433'SOUTHEAST OF A WITNESS POST, 16.0 FT (4.9 M) SOUTHEAST OF THE
 LJ0433'CENTERLINE OF THE CURVE, 11.2 FT (3.4 M) NORTHWEST OF A WITNESS POST
 LJ0433'AND ABOUT 2.5 FT (0.8 M) LOWER THAN THE CROWN OF THE BANK OF THE
 LJ0433'CURVE.  A PIECE OF REBAR, AND MAGNETS, WERE PLACED ON THE NORTH SIDE
 LJ0433'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0617 ***********************************************************************
 NP0617  DESIGNATION -  BREAK
 NP0617  PID         -  NP0617
 NP0617  STATE/COUNTY-  NE/CHERRY
 NP0617  USGS QUAD   -  WOLFORD VALLEY (1989)
 NP0617
 NP0617                         *CURRENT SURVEY CONTROL
 NP0617  ___________________________________________________________________
 NP0617* NAD 83(1995)-  42 15 37.26290(N)    102 01 10.38201(W)     ADJUSTED  
 NP0617* NAVD 88     -      1247.     (meters)    4091.     (feet)  SCALED    
 NP0617  ___________________________________________________________________
 NP0617  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 NP0617  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 NP0617
 NP0617  HORZ ORDER  -  FIRST
 NP0617
 NP0617.The horizontal coordinates were established by classical geodetic methods
 NP0617.and adjusted by the National Geodetic Survey in August 1997..
 NP0617
 NP0617.The orthometric height was scaled from a topographic map.
 NP0617
 NP0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0617
 NP0617.The geoid height was determined by GEOID03.
 NP0617
 NP0617;                    North         East     Units Scale Factor Converg.
 NP0617;SPC NE       -   271,414.162   333,420.069   MT  0.99974529   -1 20 18.1
 NP0617;UTM  13      - 4,682,985.365   745,835.788   MT  1.00034367   +2 00 19.3
 NP0617;UTM  14      - 4,683,099.045   250,938.756   MT  1.00036332   -2 01 54.1
 NP0617
 NP0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0617!SPC NE       -   0.99980731  x   0.99974529  =   0.99955265
 NP0617!UTM  13      -   0.99980731  x   1.00034367  =   1.00015091
 NP0617!UTM  14      -   0.99980731  x   1.00036332  =   1.00017056
 NP0617
 NP0617:                Primary Azimuth Mark                     Grid Az
 NP0617:SPC NE       -  BREAK AZ MK                              004 54 22.2
 NP0617:UTM  13      -  BREAK AZ MK                              001 33 44.8
 NP0617:UTM  14      -  BREAK AZ MK                              005 35 58.2
 NP0617
 NP0617|---------------------------------------------------------------------|
 NP0617| PID    Reference Object                     Distance      Geod. Az  |
 NP0617|                                                           dddmmss.s |
 NP0617| CP8850 BREAK AZ MK                                        0033404.1 |
 NP0617| CP8851 BREAK RM 1                           13.920 METERS 02525     |
 NP0617| CP8852 BREAK RM 2                           14.348 METERS 12633     |
 NP0617|---------------------------------------------------------------------|
 NP0617
 NP0617                          SUPERSEDED SURVEY CONTROL
 NP0617
 NP0617  NAD 83(1986)-  42 15 37.25919(N)    102 01 10.38443(W) AD(       ) 1
 NP0617  NAD 27      -  42 15 37.32000(N)    102 01 08.72800(W) AD(       ) 1
 NP0617
 NP0617.Superseded values are not recommended for survey control.
 NP0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0617.See file dsdata.txt to determine how the superseded data were derived.
 NP0617
 NP0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG4583682985(NAD 83)
 NP0617_MARKER: DS = TRIANGULATION STATION DISK
 NP0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0617
 NP0617  HISTORY     - Date     Condition        Report By
 NP0617  HISTORY     - 1946     MONUMENTED       CGS
 NP0617
 NP0617                          STATION DESCRIPTION
 NP0617
 NP0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0617'LOCATED ABOUT 18 MILES NORTH BY WEST OF ASHBY AND ABOUT 1/2 MILE
 NP0617'SOUTH OF A TRACK ROAD AND SOUTH EDGE OF A MEADOW ON THE HIGHEST
 NP0617'POINT OF A PROMINENT EAST-WEST SAND RIDGE.  IT IS STAMPED BREAK
 NP0617'1946 AND PROJECTS 10 INCHES.
 NP0617'
 NP0617'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 NP0617'IT IS STAMPED BREAK NO 1 1946 AND PROJECTS 8 INCHES.
 NP0617'
 NP0617'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NP0617'IT IS STAMPED BREAK NO 2 1946 AND PROJECTS 8 INCHES.
 NP0617'
 NP0617'THE AZIMUTH MARK IS 0.2 MILE NORTH-NORTHEAST OF A ROAD FORK AND
 NP0617'A GATE, 45 FEET SOUTH OF A WIRE FENCE AND 2 FEET SOUTH-SOUTHWEST
 NP0617'OF A REFERENCE POST.  IT IS A STANDARD USGLO SURVEY DISK BOLTED
 NP0617'TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 20 INCHES.
 NP0617'
 NP0617'TO REACH THE STATION FROM ASHBY, GO NORTH ON A SAND ROAD FOR 7.9
 NP0617'MILES TO A FORK.  THEN LEFT FORK FOR 0.1 MILE TO A FORK.  THEN
 NP0617'LEFT FORK FOR 2.9 MILES TO A FORK.  THEN STRAIGHT AHEAD ON THE
 NP0617'MAIN TRAVELED ROAD FOR 0.25 MILE TO A WINDMILL AND A FORK.  THEN
 NP0617'LEFT FORK FOR 4.6 MILES TO A FORK.  THEN LEFT FORK, UP A STEEP
 NP0617'HILL, (NORTHERLY) FOR 0.7 MILE TO A FORK AT A FENCE CORNER AND
 NP0617'A TELEPHONE LINE.  THEN LEFT, CROSSING AN AUTO GATE, FOR 3.0
 NP0617'MILES TO A GATE ON THE LEFT (THIS POINT IS ABOUT 1/4 MILE WEST
 NP0617'OF A RANCH HOUSE).  MAKE A U TURN, THROUGH THE GATE, (WEST)
 NP0617'FOR 0.55 MILE TO A FORK.  THEN RIGHT FORK FOR 0.7 MILE TO A
 NP0617'GATE ON THE LEFT.  THEN LEFT, WEST FOR 0.95 MILE*.  TURN LEFT,
 NP0617'SOUTH, FOR ABOUT 1/2 MILE TO THE HIGHEST POINT OF THE RIDGE AND
 NP0617'THE STATION.
 NP0617'
 NP0617'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON
 NP0617'THE TRACK ROAD FOR 0.25 MILE TO A FORK.  THEN RIGHT FORK FOR 0.05
 NP0617'MILE TO A GATE.  THROUGH GATE, NORTHEASTERLY, FOR 0.3 MILE TO
 NP0617'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1474 ***********************************************************************
 LF1474  CBN         -  This is a Cooperative Base Network Control Station.
 LF1474  PACS        -  This is a Primary Airport Control Station.
 LF1474  DESIGNATION -  BRENNER
 LF1474  PID         -  LF1474
 LF1474  STATE/COUNTY-  NE/RICHARDSON
 LF1474  USGS QUAD   -  FALLS CITY (1984)
 LF1474
 LF1474                         *CURRENT SURVEY CONTROL
 LF1474  ___________________________________________________________________
 LF1474* NAD 83(1995)-  40 04 39.85837(N)    095 35 24.17780(W)     ADJUSTED  
 LF1474* NAVD 88     -       299.97   (meters)     984.2    (feet)  GPS OBS   
 LF1474  ___________________________________________________________________
 LF1474  X           -    -476,078.105 (meters)                     COMP
 LF1474  Y           -  -4,864,118.282 (meters)                     COMP
 LF1474  Z           -   4,084,767.577 (meters)                     COMP
 LF1474  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 LF1474  ELLIP HEIGHT-         269.47  (meters)          (09/24/01) GPS OBS
 LF1474  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LF1474
 LF1474  HORZ ORDER  -  B
 LF1474  ELLP ORDER  -  FOURTH    CLASS I
 LF1474
 LF1474.This mark is at Brenner Field Airport (FNB)
 LF1474
 LF1474.The horizontal coordinates were established by GPS observations
 LF1474.and adjusted by the National Geodetic Survey in June 1996..
 LF1474
 LF1474.The orthometric height was determined by GPS observations and a
 LF1474.high-resolution geoid model.
 LF1474
 LF1474.GPS derived orthometric heights for airport stations designated as
 LF1474.PACS or SACS are published to 2 decimal places.  This maintains
 LF1474.centimeter relative accuracy between the PACS and SACS.  It does
 LF1474.not indicate centimeter accuracy relative to other marks which are
 LF1474.part of the NAVD 88 network.
 LF1474
 LF1474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1474
 LF1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1474
 LF1474.The ellipsoidal height was determined by GPS observations
 LF1474.and is referenced to NAD 83.
 LF1474
 LF1474.The geoid height was determined by GEOID03.
 LF1474
 LF1474;                    North         East     Units Scale Factor Converg.
 LF1474;SPC NE       -    36,728.581   875,979.347   MT  0.99996577   +2 55 20.9
 LF1474;UTM  15      - 4,439,600.470   279,152.064   MT  1.00020046   -1 40 05.6
 LF1474
 LF1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1474!SPC NE       -   0.99995773  x   0.99996577  =   0.99992350
 LF1474!UTM  15      -   0.99995773  x   1.00020046  =   1.00015818
 LF1474
 LF1474:                Primary Azimuth Mark                     Grid Az
 LF1474:SPC NE       -  BRENNER AZ MK                            153 26 13.9
 LF1474:UTM  15      -  BRENNER AZ MK                            158 01 40.4
 LF1474
 LF1474|---------------------------------------------------------------------|
 LF1474| PID    Reference Object                     Distance      Geod. Az  |
 LF1474|                                                           dddmmss.s |
 LF1474| LF1475 BRENNER AZ MK                       434.632 METERS 1562134.8 |
 LF1474|---------------------------------------------------------------------|
 LF1474
 LF1474                          SUPERSEDED SURVEY CONTROL
 LF1474
 LF1474  ELLIP H (06/25/96)  269.58   (m)                       GP(       ) 1 1
 LF1474  NAD 83(1986)-  40 04 39.86744(N)    095 35 24.17618(W) AD(       ) 1
 LF1474  NGVD 29 (02/23/90)  299.9    (m)          984.     (f) GPS OBS        
 LF1474
 LF1474.Superseded values are not recommended for survey control.
 LF1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1474.See file dsdata.txt to determine how the superseded data were derived.
 LF1474
 LF1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7915239600(NAD 83)
 LF1474_MARKER: I = METAL ROD
 LF1474_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1474_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1474_STAMPING: BRENNER 1989
 LF1474_MARK LOGO: NGS   
 LF1474_PROJECTION: RECESSED 10 CENTIMETERS
 LF1474_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1474+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1997
 LF1474_ROD/PIPE-DEPTH: 10.3 meters
 LF1474_SLEEVE-DEPTH  : 0.95 meters
 LF1474
 LF1474  HISTORY     - Date     Condition        Report By
 LF1474  HISTORY     - 1989     MONUMENTED       NGS
 LF1474  HISTORY     - 19900823 GOOD             NGS
 LF1474  HISTORY     - 19910424 GOOD             NGS
 LF1474  HISTORY     - 19950510 GOOD             NGS
 LF1474  HISTORY     - 19970205 GOOD             NGS
 LF1474  HISTORY     - 19970515 GOOD             NGS
 LF1474  HISTORY     - 19970522 GOOD             NGS
 LF1474  HISTORY     - 20040102 MARK NOT FOUND   INDIV
 LF1474
 LF1474                          STATION DESCRIPTION
 LF1474
 LF1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1474'STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTHEAST OF FALLS CITY, 1.3
 LF1474'KM (0.80 MI) EAST OF US HIGHWAY 73 AND STATE HIGHWAY 4, AT THE BRENNER
 LF1474'FIELD AIRPORT, IN THE ANGLE FORMED BY THE APRON AND RAMP LEADING TO A
 LF1474'RUNWAY.  OWNERSHIP--FALLS CITY AIRPORT AUTHORITY, P. O. BOX 414, FALLS
 LF1474'CITY, NE 68355.  THE AIRPORT MANAGER IS PHIL CHAFFEY, TELEPHONE
 LF1474'402-245-3715.
 LF1474'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 73 AND STATE
 LF1474'HIGHWAYS 4 AND 8 IN FALLS CITY, 0.4 KM (0.25 MI) NORTH OF THE
 LF1474'COURTHOUSE, GO EAST ON 21ST STREET FOR 1.28 KM (0.80 MI) TO A FORK.
 LF1474'KEEP LEFT AND GO NORTH ON THE MAIN DIRT ROAD FOR 1.37 KM (0.85 MI) TO
 LF1474'THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.24 KM
 LF1474'(0.15 MI) TO A FORK JUST BEFORE REACHING THE AIRPORT OFFICE.  BEAR
 LF1474'RIGHT AND GO NORTH FOR 0.08 KM (0.05 MI) TO A T-RAMP.  TURN LEFT AND
 LF1474'GO WEST ON THE RAMP AND APRON FOR .16 KM (0.10 MI) TO THE BEGINNING OF
 LF1474'THE RAMP AND THE STATION ON THE LEFT.
 LF1474'THE STATION IS 14.4 M (47.2 FT) SOUTHEAST OF THE RAMP CENTERLINE, 9.0
 LF1474'M (29.5 FT) SOUTHWEST OF THE APRON EDGE AND 7.4 M (24.3 FT) SOUTH OF
 LF1474'THE CURVED PAVEMENT EDGE.
 LF1474'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 LF1474'DESCRIBED BY R.D.BALL
 LF1474
 LF1474                          STATION RECOVERY (1990)
 LF1474
 LF1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LF1474'THE STATION IS LOCATED AT BRENNER FIELD NEAR THE INTERSECTION OF THE
 LF1474'RAMP AND THE TAXIWAY LEADING TO THE RUNWAY.  IT IS 47.2 FT (14.4 M)
 LF1474'SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, 29.5 FT (9.0 M) SOUTHWEST
 LF1474'OF THE EDGE OF THE RAMP AND 24.3 FT (7.4 M) SOUTH OF THE CURVED EDGE
 LF1474'OF THE TAXIWAY PAVING.  THE STATION IS A STAINLESS STEEL ROD SET
 LF1474'WITHIN A PVC PIPE WITH A NGS COVER.  THE RIM OF THE COVER IS STAMPED
 LF1474'BRENNER 1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT
 LF1474'VERTICAL) STABILITY.
 LF1474
 LF1474                          STATION RECOVERY (1991)
 LF1474
 LF1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1474'STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) NORTHEAST OF OF FALLS CITY,
 LF1474'1.3 KM (0.8 MI) EAST OF U.S. HIGHWAY 73, AT THE BRENNER FIELD
 LF1474'AIRPORT,  IN THE ANGLE FORMED BY THE APRON AND RAMP LEADING TO
 LF1474'RUNWAY. OWNERSHIP-FALLS CITY AIRPORT AUTHORITY, P.O. BOX 414, FALLS
 LF1474'CITY, NE 68355.  THE AIRPORT MANAGER IS PHIL CHAFFEY, PHONE
 LF1474'402-245-3715.
 LF1474'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 73 AND STATE ROUTES
 LF1474'4 AND 8 IN FALLS CITY, LOCATED 0.4 KM (0.2 MI) NORTH OF THE
 LF1474'COURTHOUSE, GO EAST ON 21ST STREET FOR 1.28 KM (0.80 MI) TO A FORK.
 LF1474'KEEP LEFT, NORTH, ON THE MAIN DIRT ROAD FOR 1.37 KM (0.85 MI) TO THE
 LF1474'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, WEST, FOR 0.24 KM
 LF1474'(0.15 MI) TO FORK JUST BEFORE REACHING THE AIRPORT OFFICE. BEAR
 LF1474'RIGHT, NORTH, FOR 0.08 KM (0.05 MI) TO A T RAMP. TURN LEFT, WEST, ON
 LF1474'THE RAMP AND APRON FOR 0.16 KM (0.10 MI) TO THE BEGINNING OF THE RAMP
 LF1474'AND THE STATION ON THE LEFT.
 LF1474'THE STATION IS 14.4 M (47.2 FT) SOUTHEAST OF THE RAMP CENTERLINE, 9.0
 LF1474'M (29.5 FT) SOUTHWEST OF THE APRON EDGE, AND 7.4 M (24.3 FT) SOUTH OF
 LF1474'THE CURVED PAVEMENT EDGE.
 LF1474
 LF1474                          STATION RECOVERY (1995)
 LF1474
 LF1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LF1474'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST OF SALEM, 1.2 MI
 LF1474'(1.9 KM) NORTHEAST OF FALLS CITY AND AT BRENNER FIELD AIRPORT IN THE
 LF1474'ANGLE FORMED BY THE APRON AND A CONNECTOR TAXIWAY.  OWNERSHIP--FALLS
 LF1474'CITY AIRPORT AIRPORT AUTHORITY, PO BOX 414, FALLS CITY NE 68355.
 LF1474'AIRPORT MANAGER, PHIL CHAFFEE, PHONE (402) 245-3715.  TO REACH THE
 LF1474'STATION FROM THE JUNCTION OF U.S. HIGHWAY 73, STATE HIGHWAY 8 WEST AND
 LF1474'21ST STREET EAST IN FALLS CITY, GO EAST ON 21ST STREET FOR 0.8 MI (1.3
 LF1474'KM) TO A FORK, BEAR LEFT AND GO NORTH ON THE MAIN GRAVEL ROAD FOR 0.85
 LF1474'MI (1.37 KM) TO A ROAD LEFT, TURN LEFT AND GO WEST ON THE AIRPORT
 LF1474'ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A FORK, BEAR RIGHT AND GO NORTH
 LF1474'FOR 0.05 MI (0.08 KM) TO A T-JUNCTION AND THE AIRPORT OFFICE ON THE
 LF1474'LEFT, TURN LEFT AND GO WEST ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO
 LF1474'THE BEGINNING OF THE CONNECTOR TAXIWAY AND THE STATION ON THE LEFT.
 LF1474'THE STATION IS 142.0 FT (43.3 M) NORTHEAST OF THE SOUTHEAST CORNER OF
 LF1474'THE CONCRETE PAD FOR A RUNWAY IDENTIFIER SIGN, 47.2 FT (14.4 M)
 LF1474'SOUTHEAST OF THE CONNECTOR TAXIWAY CENTER, 28.5 FT (8.7 M) SOUTHWEST
 LF1474'OF THE APRON EDGE AND 24.3 FT (7.4 M) SOUTH OF THE CURVED PAVEMENT
 LF1474'EDGE.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 LF1474'PRIMARY AIRPORT CONTROL STATION.
 LF1474
 LF1474                          STATION RECOVERY (1997)
 LF1474
 LF1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LF1474'RECOVERED AS DESCRIBED.
 LF1474
 LF1474                          STATION RECOVERY (1997)
 LF1474
 LF1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LF1474'RECOVERED AS DESCRIBED
 LF1474
 LF1474                          STATION RECOVERY (1997)
 LF1474
 LF1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LF1474'THE STATION IS LOCATED ABOUT 7.3 KM (4.55 MI) EAST OF SALEM, 1.2 MI
 LF1474'(1.9 KM) NORTHEAST OF FALLS CITY, AT THE BRENNER FIELD AIRPORT, IN THE
 LF1474'ANGLE FORMED BY THE APRON AND A CONNECTOR TAXIWAY. OWNERSHIP--FALLS
 LF1474'CITY AIRPORT AIRPORT AUTHORITY, PO BOX 414, FALLS CITY NE 68355.
 LF1474'AIRPORT MANAGER PHIL CHAFFEE, PHONE 402-245-3715.  TO REACH THE
 LF1474'STATION FROM THE JUNCTION OF U.S. HIGHWAY 73, STATE HIGHWAY 8 WEST AND
 LF1474'21ST STREET EAST IN FALLS CITY, GO EAST ON 21ST STREET FOR 0.8 MI (1.3
 LF1474'KM) TO A FORK.  BEAR LEFT AND GO NORTH ON THE MAIN GRAVELED ROAD FOR
 LF1474'0.5 MI (0.8 KM) TO A FORK.  BEAR LEFT AND CONTINUE NORTH ON THE GRAVEL
 LF1474'ROAD FOR 0.35 MI (0.56 KM) TO A ROAD LEFT.  TURN LEFT AND GO WEST ON
 LF1474'THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A FORK.  BEAR RIGHT
 LF1474'AND GO NORTH FOR 0.05 MI (0.08 KM) TO A T-JUNCTION AND THE AIRPORT
 LF1474'OFFICE ON THE LEFT.  TURN LEFT AND GO WEST ACROSS THE APRON FOR 0.1 MI
 LF1474'(0.2 KM) TO THE BEGINNING OF THE CONNECTOR TAXIWAY AND THE STATION ON
 LF1474'THE LEFT.  THE STATION IS 142.0 FT (43.3 M) NORTHEAST OF THE SOUTHEAST
 LF1474'CORNER OF THE CONCRETE PAD FOR A RUNWAY IDENTIFIER SIGN, 47.2 FT (14.4
 LF1474'M) SOUTHEAST OF THE CONNECTOR TAXIWAY CENTER, 28.5 FT (8.7 M)
 LF1474'SOUTHWEST OF THE APRON EDGE AND 24.3 FT (7.4 M) SOUTH OF THE CURVED
 LF1474'PAVEMENT EDGE.  NOTE--THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT
 LF1474'CONTROL STATION.
 LF1474
 LF1474                          STATION RECOVERY (2004)
 LF1474
 LF1474'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BJS)
 LF1474'BRENNER PRIMARY AIRPORT CONTROL STATION (PACS) COVERED BY 5 INCHES OF
 LF1474'PORTLAND CEMENT CONCRETE DURING FALLS CITY 02 APRON EXPANSION-TAXIWAY
 LF1474'CONSTRUCTION PROJECT IN APRIL 2000
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1475 ***********************************************************************
 LF1475  SACS        -  This is a Secondary Airport Control Station.
 LF1475  DESIGNATION -  BRENNER AZ MK
 LF1475  PID         -  LF1475
 LF1475  STATE/COUNTY-  NE/RICHARDSON
 LF1475  USGS QUAD   -  FALLS CITY (1984)
 LF1475
 LF1475                         *CURRENT SURVEY CONTROL
 LF1475  ___________________________________________________________________
 LF1475* NAD 83(1995)-  40 04 26.94927(N)    095 35 16.82241(W)     ADJUSTED  
 LF1475* NAVD 88     -       297.91   (meters)     977.4    (feet)  GPS OBS   
 LF1475  ___________________________________________________________________
 LF1475  X           -    -475,929.458 (meters)                     COMP
 LF1475  Y           -  -4,864,388.816 (meters)                     COMP
 LF1475  Z           -   4,084,461.569 (meters)                     COMP
 LF1475  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 LF1475  ELLIP HEIGHT-         267.41  (meters)          (12/12/01) GPS OBS
 LF1475  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LF1475
 LF1475  HORZ ORDER  -  FIRST
 LF1475  ELLP ORDER  -  FOURTH    CLASS I
 LF1475
 LF1475.This mark is at Brenner Field Airport (FNB)
 LF1475
 LF1475.The horizontal coordinates were established by GPS observations
 LF1475.and adjusted by the National Geodetic Survey in August 1998..
 LF1475
 LF1475.The orthometric height was determined by GPS observations and a
 LF1475.high-resolution geoid model.
 LF1475
 LF1475.GPS derived orthometric heights for airport stations designated as
 LF1475.PACS or SACS are published to 2 decimal places.  This maintains
 LF1475.centimeter relative accuracy between the PACS and SACS.  It does
 LF1475.not indicate centimeter accuracy relative to other marks which are
 LF1475.part of the NAVD 88 network.
 LF1475
 LF1475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1475
 LF1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1475
 LF1475.The ellipsoidal height was determined by GPS observations
 LF1475.and is referenced to NAD 83.
 LF1475
 LF1475.The geoid height was determined by GEOID03.
 LF1475
 LF1475;                    North         East     Units Scale Factor Converg.
 LF1475;SPC NE       -    36,339.840   876,173.698   MT  0.99996731   +2 55 25.7
 LF1475;UTM  15      - 4,439,197.327   279,314.717   MT  1.00019958   -1 40 00.4
 LF1475
 LF1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1475!SPC NE       -   0.99995805  x   0.99996731  =   0.99992536
 LF1475!UTM  15      -   0.99995805  x   1.00019958  =   1.00015762
 LF1475
 LF1475:                Primary Azimuth Mark                     Grid Az
 LF1475:SPC NE       -  BRENNER                                  333 26 13.9
 LF1475:UTM  15      -  BRENNER                                  338 01 40.0
 LF1475
 LF1475|---------------------------------------------------------------------|
 LF1475| PID    Reference Object                     Distance      Geod. Az  |
 LF1475|                                                           dddmmss.s |
 LF1475| LF1474 BRENNER                             434.632 METERS 3362139.6 |
 LF1475|---------------------------------------------------------------------|
 LF1475
 LF1475                          SUPERSEDED SURVEY CONTROL
 LF1475
 LF1475  ELLIP H (08/07/98)  267.52   (m)                       GP(       ) 4 1
 LF1475  NAD 83(1995)-  40 04 26.94915(N)    095 35 16.82244(W) AD(       ) 3
 LF1475  ELLIP H (08/18/97)  267.53   (m)                       GP(       ) 4 1
 LF1475  NAD 83(1986)-  40 04 26.95821(N)    095 35 16.82082(W) AD(       ) 3
 LF1475  NGVD 29 (02/23/90)  297.9    (m)          977.     (f) GPS OBS        
 LF1475
 LF1475.Superseded values are not recommended for survey control.
 LF1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1475.See file dsdata.txt to determine how the superseded data were derived.
 LF1475
 LF1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7931539197(NAD 83)
 LF1475_MARKER: I = METAL ROD
 LF1475_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1475_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1475_STAMPING: BRENNER AZ MK 1989
 LF1475_MARK LOGO: NGS   
 LF1475_PROJECTION: FLUSH
 LF1475_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1475+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 LF1475_ROD/PIPE-DEPTH: 14.1 meters
 LF1475_SLEEVE-DEPTH  : 0.95 meters
 LF1475
 LF1475  HISTORY     - Date     Condition        Report By
 LF1475  HISTORY     - 1989     MONUMENTED       NGS
 LF1475  HISTORY     - 19900823 GOOD             NGS
 LF1475  HISTORY     - 19950510 GOOD             NGS
 LF1475  HISTORY     - 19970515 GOOD             NGS
 LF1475
 LF1475                          STATION DESCRIPTION
 LF1475
 LF1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LF1475'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTHEAST OF FALLS CITY,
 LF1475'1.3 KM (0.80 MI) EAST OF US HIGHWAY 73 AND STATE HIGHWAY 4, AT THE
 LF1475'BRENNER FIELD AIRPORT, ON THE SOUTHEAST SIDE OF RUNWAY END 32.
 LF1475'OWNERSHIP--FALLS CITY AIRPORT AUTHORITY, P. O. BOX 414, FALLS CITY, NE
 LF1475'68355.  THE AIRPORT MANAGER IS PHIL CHAFFEY, TELEPHONE 402-245-3715.
 LF1475'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 73 AND STATE
 LF1475'HIGHWAYS 4 AND 8 IN FALLS CITY, 0.4 KM (0.25 MI) NORTH OF THE
 LF1475'COURTHOUSE, GO EAST ON 21ST STREET FOR 1.28 KM (0.80 MI) TO A FORK.
 LF1475'KEEP LEFT AND GO NORTH ON THE MAIN DIRT ROAD FOR 1.37 KM (0.85 MI) TO
 LF1475'THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.24 KM
 LF1475'(0.15 MI) TO A FORK JUST BEFORE REACHING THE AIRPORT OFFICE.  BEAR
 LF1475'RIGHT AND GO NORTH FOR 0.08 KM (0.05 MI) TO A T-RAMP.  TURN LEFT AND
 LF1475'GO WEST ON THE RAMP AND APRON FOR .16 KM (0.10 MI) TO THE RAMP.  TURN
 LF1475'RIGHT ON THE RAMP TO THE JUNCTION WITH THE RUNWAY.  TURN LEFT  AND GO
 LF1475'SOUTHEAST ALONG THE RUNWAY FOR 0.40 KM (0.25 MI) TO THE RUNWAY END AND
 LF1475'THE STATION NEAR THE JUNCTION OF THE TURN-AROUND AND SOUTHEAST CORNER
 LF1475'OF THE RUNWAY END.
 LF1475'THE STATION IS 25.0 M (82.0 FT) NORTHEAST OF THE EXTENDED CENTERLINE
 LF1475'OF RUNWAY END 32, 13.2 M (43.3 FT) EAST-NORTHEAST OF THE EAST 1 OF 4
 LF1475'RUNWAY END LIGHTS, 12.8 M (42.0 FT)  WEST-SOUTHWEST OF THE SOUTHEAST
 LF1475'END OF A METAL DRAIN PIPE AND 5.4 M (17.7 FT)  SOUTHEAST OF A
 LF1475'CARSONNITE WITNESS POST.
 LF1475'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 LF1475'DESCRIBED BY R.D.BALL
 LF1475
 LF1475                          STATION RECOVERY (1990)
 LF1475
 LF1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LF1475'THE STATION IS LOCATED AT BRENNER FIELD EAST OF RUNWAY END 32.  IT IS
 LF1475'84.2 FT (25.7 M) NORTHEASTERLY OF RUNWAY END 32 AND 21.9 FT (6.7 M)
 LF1475'SOUTHWEST OF THE EDGE OF THE PAVING.  THE STATION IS A STAINLESS STEEL
 LF1475'ROD SET WITHIN A PVC PIPE WITH A NGS COVER.  THE RIM OF THE COVER IS
 LF1475'STAMPED BRENNER AZ MK 1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR
 LF1475'HORIZONTAL (NOT VERTICAL) STABILITY.
 LF1475
 LF1475                          STATION RECOVERY (1995)
 LF1475
 LF1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LF1475'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST OF SALEM, 1.2 MI
 LF1475'(1.9 KM) NORTHEAST OF FALLS CITY AND AT BRENNER FIELD AIRPORT, NEAR
 LF1475'THE APPROACH END OF RUNWAY 32.  OWNERSHIP--FALLS CITY AIRPORT AIRPORT
 LF1475'AUTHORITY, PO BOX 414, FALLS CITY NE 68355.  AIRPORT MANAGER, PHIL
 LF1475'CHAFFEE, PHONE (402) 245-3715.  TO REACH THE STATION FROM THE JUNCTION
 LF1475'OF U.S. HIGHWAY 73, STATE HIGHWAY 8 WEST AND 21ST STREET EAST IN FALLS
 LF1475'CITY, GO EAST ON 21ST STREET FOR 0.8 MI (1.3 KM) TO A FORK, BEAR LEFT
 LF1475'AND GO NORTH ON THE MAIN GRAVEL ROAD FOR 0.85 MI (1.37 KM) TO A ROAD
 LF1475'LEFT, TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI
 LF1475'(0.24 KM) TO A FORK, BEAR RIGHT AND GO NORTH FOR 0.05 MI (0.08 KM) TO
 LF1475'A T-JUNCTION AND THE AIRPORT OFFICE ON THE LEFT, TURN LEFT AND GO WEST
 LF1475'ACROSS THE APRON, THEN ON THE CONNECTOR TAXIWAY FOR 0.15 MI (0.24 KM)
 LF1475'TO THE RUNWAY, TURN LEFT AND GO SOUTHEAST ON THE RUNWAY FOR 0.25 MI
 LF1475'(0.40 KM) TO THE RUNWAY END AND THE STATION ON THE LEFT.  THE STATION
 LF1475'IS 82.0 FT (25.0 M) NORTHEAST OF THE EXTENDED CENTER OF THE RUNWAY,
 LF1475'45.6 FT (13.9 M) SOUTHEAST OF THE TAXIWAY CENTER, 43.3 FT (13.2 M)
 LF1475'EAST-NORTHEAST OF THE MOST NORTHEASTERLY THRESHOLD LIGHT, 42.0 FT
 LF1475'(12.8 M) WEST-SOUTHWEST OF THE SOUTHEAST END OF A CULVERT AND 10.5 FT
 LF1475'(3.2 M) SOUTHEAST OF A TAXIWAY MARKER AND A WITNESS POST.  THIS
 LF1475'STATION TO BE USED AS SACS.
 LF1475
 LF1475                          STATION RECOVERY (1997)
 LF1475
 LF1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LF1475'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1384 ***********************************************************************
 LH1384  CBN         -  This is a Cooperative Base Network Control Station.
 LH1384  PACS        -  This is a Primary Airport Control Station.
 LH1384  DESIGNATION -  BREWSTER
 LH1384  PID         -  LH1384
 LH1384  STATE/COUNTY-  NE/PHELPS
 LH1384  USGS QUAD   -  HOLDREGE EAST (1970)
 LH1384
 LH1384                         *CURRENT SURVEY CONTROL
 LH1384  ___________________________________________________________________
 LH1384* NAD 83(1995)-  40 27 03.48488(N)    099 20 17.77079(W)     ADJUSTED  
 LH1384* NAVD 88     -       703.09   (meters)    2306.7    (feet)  GPS OBS   
 LH1384  ___________________________________________________________________
 LH1384  X           -    -788,741.549 (meters)                     COMP
 LH1384  Y           -  -4,796,466.828 (meters)                     COMP
 LH1384  Z           -   4,116,658.205 (meters)                     COMP
 LH1384  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LH1384  ELLIP HEIGHT-         678.19  (meters)          (09/24/01) GPS OBS
 LH1384  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 LH1384
 LH1384  HORZ ORDER  -  B
 LH1384  ELLP ORDER  -  FOURTH    CLASS I
 LH1384
 LH1384.This mark is at Brewster Field Airport (HDE)
 LH1384
 LH1384.The horizontal coordinates were established by GPS observations
 LH1384.and adjusted by the National Geodetic Survey in June 1996..
 LH1384
 LH1384.The orthometric height was determined by GPS observations and a
 LH1384.high-resolution geoid model.
 LH1384
 LH1384.GPS derived orthometric heights for airport stations designated as
 LH1384.PACS or SACS are published to 2 decimal places.  This maintains
 LH1384.centimeter relative accuracy between the PACS and SACS.  It does
 LH1384.not indicate centimeter accuracy relative to other marks which are
 LH1384.part of the NAVD 88 network.
 LH1384
 LH1384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1384
 LH1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1384
 LH1384.The ellipsoidal height was determined by GPS observations
 LH1384.and is referenced to NAD 83.
 LH1384
 LH1384.The geoid height was determined by GEOID03.
 LH1384
 LH1384;                    North         East     Units Scale Factor Converg.
 LH1384;SPC NE       -    68,791.435   556,123.932   MT  0.99982650   +0 26 18.7
 LH1384;UTM  14      - 4,477,867.149   471,316.222   MT  0.99961013   -0 13 10.1
 LH1384
 LH1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1384!SPC NE       -   0.99989362  x   0.99982650  =   0.99972014
 LH1384!UTM  14      -   0.99989362  x   0.99961013  =   0.99950380
 LH1384
 LH1384:                Primary Azimuth Mark                     Grid Az
 LH1384:SPC NE       -  BREWSTER AZ MK                           189 12 13.8
 LH1384:UTM  14      -  BREWSTER AZ MK                           189 51 42.6
 LH1384
 LH1384|---------------------------------------------------------------------|
 LH1384| PID    Reference Object                     Distance      Geod. Az  |
 LH1384|                                                           dddmmss.s |
 LH1384| LH1387 BREWSTER AZ MK                      498.424 METERS 1893832.5 |
 LH1384|---------------------------------------------------------------------|
 LH1384
 LH1384                          SUPERSEDED SURVEY CONTROL
 LH1384
 LH1384  ELLIP H (06/25/96)  678.25   (m)                       GP(       ) 1 1
 LH1384  NAD 83(1986)-  40 27 03.49145(N)    099 20 17.76444(W) AD(       ) 1
 LH1384  NGVD 29 (02/23/90)  702.7    (m)         2305.     (f) GPS OBS        
 LH1384
 LH1384.Superseded values are not recommended for survey control.
 LH1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1384.See file dsdata.txt to determine how the superseded data were derived.
 LH1384
 LH1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7131677867(NAD 83)
 LH1384_MARKER: I = METAL ROD
 LH1384_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1384_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LH1384_STAMPING: BREWSTER 1989
 LH1384_MARK LOGO: NGS   
 LH1384_PROJECTION: RECESSED 6 CENTIMETERS
 LH1384_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1384+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 LH1384_ROD/PIPE-DEPTH: 14.0 meters
 LH1384_SLEEVE-DEPTH  : 0.95 meters
 LH1384
 LH1384  HISTORY     - Date     Condition        Report By
 LH1384  HISTORY     - 1989     MONUMENTED       NGS
 LH1384  HISTORY     - 19890615 GOOD             NGS
 LH1384  HISTORY     - 19950727 GOOD             NGS
 LH1384  HISTORY     - 19970715 GOOD             NGS
 LH1384  HISTORY     - 20060621 GOOD             NEDA
 LH1384
 LH1384                          STATION DESCRIPTION
 LH1384
 LH1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1384'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST-NORTHEAST OF
 LH1384'HOLDREGE, AT THE BREWSTER FIELD AIRPORT, 0.25 KM (0.15 MI) NORTHEAST
 LH1384'OF THE AIRPORT OFFICE, IN A GRASS MEDIAN BETWEEN RUNWAY 18-36 AND A
 LH1384'TAXIWAY.  OWNERSHIP--HOLDREGE AIRPORT AUTHORITY, BOX 436, HOLDREGE, NE
 LH1384'68949.  AIRPORT MANAGER IS STAN SCHUETT, TELEPHONE IS 308-995-8446.
 LH1384'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND 183,
 LH1384'IN THE SOUTHWEST SECTION OF HOLDREGE, GO EAST ON U.S. HIGHWAYS 6 AND
 LH1384'34, THROUGH TOWN, FOR 3.36 KM (2.10 MI) TO A PAVED CROSSROAD.  TURN
 LH1384'LEFT AND GO NORTH FOR 0.68 KM (0.40 MI) TO THE AIRPORT ENTRANCE ON THE
 LH1384'RIGHT.  TURN RIGHT AND GO EAST FOR 0.10 KM (0.05 MI) TO A ROAD LEFT AT
 LH1384'SOME BULIDINGS.  TURN LEFT AND GO FOR 0.06 KM (0.05 MI) TO A GATE.
 LH1384'PASS THROUGH THE GATE, THEN TURN RIGHT AND GO ALONG A GRAVEL LANE
 LH1384'AROUND A HANGAR, THEN SOUTHEAST ACROSS AN APRON FOR 0.12 KM (0.05 MI)
 LH1384'TO A TAXIWAY.  TURN LEFT AND GO NORTH ON THE TAXIWAY FOR 0.30 KM
 LH1384'(0.20 MI) TO ITS JUNCTION WITH A RAMP TO RUNWAY 18-36 AND THE STATION
 LH1384'ON THE RIGHT.
 LH1384'THE STATION IS 46.4 M (152.2 FT) WEST OF THE RUNWAY CENTERLINE, 44.3 M
 LH1384'(145.3 FT) EAST OF THE TAXIWAY CENTERLINE, 9.8 M (32.2 FT) SOUTH OF
 LH1384'THE RAMP CENTERLINE AND 2.4 M (7.9 FT) SOUTHEAST OF RAMP LIGHT
 LH1384'--T44--.
 LH1384'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1384'DESCRIBED BY R.D.BALL.
 LH1384
 LH1384                          STATION RECOVERY (1989)
 LH1384
 LH1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (RAH)
 LH1384'THE STATION IS LOCATED AT BREWSTER FIELD NEAR THE NORTHERNMOST
 LH1384'EAST-WEST TAXIWAY.  THE STATION IS 146.7 FT (44.7 M) EAST OF THE
 LH1384'NORTH-SOUTH TAXIWAY CENTERLINE, 118.5 FT (36.1 M) EAST OF THE EASTERLY
 LH1384'OF TWO TAXIWAY LIGHTS SET SIDE BY SIDE, 7.8 FT (2.4 M) SOUTHEAST OF
 LH1384'THE CENTER TAXIWAY LIGHT ON THE SOUTHSIDE OF THE EAST-WEST TAXIWAY,
 LH1384'44.4 FT (13.5 M) SOUTH OF THE CENTERLINE OF THE EAST-WEST TAXIWAY,
 LH1384'111.6 FT (34.0 M) NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTH OF THE
 LH1384'TAXIWAY-RUNWAY INTERSECTION, AND 152.2 FT (46.4 M) WEST OF THE
 LH1384'CENTERLINE OF THE RUNWAY.  THE STATION IS A STAINLESS STEEL ROD SET IN
 LH1384'THE CENTER OF A 5 INCH LOGO CAP SET 0.4 FOOT (12.2 CM) BENEATH GROUND
 LH1384'LEVEL.  THE ROD IS 0.1 FOOT (3.0 CM) BENEATH THE CAP THE LOGO CAP IS
 LH1384'STAMPED BREWSTER 1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR
 LH1384'HORIZONTAL (NOT VERTICAL) STABILITY.
 LH1384
 LH1384                          STATION RECOVERY (1995)
 LH1384
 LH1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1384'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST-SOUTHWEST OF FUNK,
 LH1384'1.8 MI (2.9 KM) EAST-NORTHEAST OF HOLDREDGE, AT THE BREWSTER FIELD
 LH1384'AIRPORT AND IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND TAXIWAY JUST
 LH1384'SOUTH OF THE MIDFIELD CONNECTOR TAXIWAY.  OWNERSHIP--HOLDREDGE AIRPORT
 LH1384'AUTHORITY, RT 3, BOX 170, HOLDREGE NE 68949.  AIRPORT MANAGER IS STAN
 LH1384'SCHUETT, PHONE (308) 995-8446.  TO REACH THE STATION FROM THE JUNCTION
 LH1384'OF U.S. HIGHWAYS 6/34 AND 183, GO EAST ON U.S. HIGHWAYS 6/34 FOR 2.1
 LH1384'MI (3.4 KM) TO AN INTERSECTION, TURN LEFT AND GO NORTH ON A PAVED ROAD
 LH1384'FOR 0.4 MI (0.6 KM) TO A ROAD RIGHT, TURN RIGHT AND GO EAST ON THE
 LH1384'AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO THE AIRPORT OFFICE
 LH1384'AHEAD AND A ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.05 MI (0.08 KM) TO
 LH1384'A GATE, PASS THROUGH THE GATE THEN TURN RIGHT AND GO ALONG A GRAVEL
 LH1384'LANE AROUND A HANGAR FOR 0.05 MI (0.08 KM) TO THE APRON, CONTINUE
 LH1384'AHEAD AND GO SOUTHEAST ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO THE
 LH1384'INTERSECTION OF A CONNECTOR TAXIWAY AND THE PARALLEL TAXIWAY, TURN
 LH1384'LEFT AND GO NORTH ON THE PARALLEL TAXIWAY FOR 0.2 MI (0.3 KM) TO THE
 LH1384'STATION ON THE RIGHT.  THE STATION IS RECESSED 0.4 FT (12.2 CM), 152.2
 LH1384'FT (46.4 M) WEST OF THE RUNWAY CENTER, 145.3 FT (44.3 M) EAST OF THE
 LH1384'TAXIWAY CENTER, 32.2 FT (9.8 M) SOUTH OF THE CONNECTOR TAXIWAY CENTER
 LH1384'AND 7.5 FT (2.3 M) SOUTHEAST OF A TAXIWAY LIGHT.  NOTE--THIS STATION
 LH1384'WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL
 LH1384'STATION.
 LH1384
 LH1384                          STATION RECOVERY (1997)
 LH1384
 LH1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1384'RECOVERED AS DESCRIBED.
 LH1384
 LH1384                          STATION RECOVERY (2006)
 LH1384
 LH1384'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF AERONAUTICS 2006 (BJS)
 LH1384'AIRPORT MANAGER IS LANNY LAMBRECHT. AIRPORT PHONE (308) 995-8446
 LH1384'LANNY'S CELL (DAY) (308) 991-3760, (NIGHT-HOME)(308) 876-2109
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1387 ***********************************************************************
 LH1387  SACS        -  This is a Secondary Airport Control Station.
 LH1387  DESIGNATION -  BREWSTER AZ MK
 LH1387  PID         -  LH1387
 LH1387  STATE/COUNTY-  NE/PHELPS
 LH1387  USGS QUAD   -  HOLDREGE EAST (1970)
 LH1387
 LH1387                         *CURRENT SURVEY CONTROL
 LH1387  ___________________________________________________________________
 LH1387* NAD 83(1995)-  40 26 47.55435(N)    099 20 21.31350(W)     ADJUSTED  
 LH1387* NAVD 88     -       702.89   (meters)    2306.1    (feet)  GPS OBS   
 LH1387  ___________________________________________________________________
 LH1387  X           -    -788,875.645 (meters)                     COMP
 LH1387  Y           -  -4,796,767.731 (meters)                     COMP
 LH1387  Z           -   4,116,284.099 (meters)                     COMP
 LH1387  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LH1387  ELLIP HEIGHT-         677.99  (meters)          (01/11/02) GPS OBS
 LH1387  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 LH1387
 LH1387  HORZ ORDER  -  FIRST
 LH1387  ELLP ORDER  -  FOURTH    CLASS II
 LH1387
 LH1387.This mark is at Brewster Field Airport (HDE)
 LH1387
 LH1387.The horizontal coordinates were established by GPS observations
 LH1387.and adjusted by the National Geodetic Survey in September 1997..
 LH1387
 LH1387.The orthometric height was determined by GPS observations and a
 LH1387.high-resolution geoid model.
 LH1387
 LH1387.GPS derived orthometric heights for airport stations designated as
 LH1387.PACS or SACS are published to 2 decimal places.  This maintains
 LH1387.centimeter relative accuracy between the PACS and SACS.  It does
 LH1387.not indicate centimeter accuracy relative to other marks which are
 LH1387.part of the NAVD 88 network.
 LH1387
 LH1387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1387
 LH1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1387
 LH1387.The ellipsoidal height was determined by GPS observations
 LH1387.and is referenced to NAD 83.
 LH1387
 LH1387.The geoid height was determined by GEOID03.
 LH1387
 LH1387;                    North         East     Units Scale Factor Converg.
 LH1387;SPC NE       -    68,299.513   556,044.224   MT  0.99982791   +0 26 16.3
 LH1387;UTM  14      - 4,477,376.282   471,230.889   MT  0.99961019   -0 13 12.3
 LH1387
 LH1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1387!SPC NE       -   0.99989365  x   0.99982791  =   0.99972158
 LH1387!UTM  14      -   0.99989365  x   0.99961019  =   0.99950389
 LH1387
 LH1387:                Primary Azimuth Mark                     Grid Az
 LH1387:SPC NE       -  BREWSTER                                 009 12 13.9
 LH1387:UTM  14      -  BREWSTER                                 009 51 42.5
 LH1387
 LH1387|---------------------------------------------------------------------|
 LH1387| PID    Reference Object                     Distance      Geod. Az  |
 LH1387|                                                           dddmmss.s |
 LH1387| LH1384 BREWSTER                            498.424 METERS 0093830.2 |
 LH1387|---------------------------------------------------------------------|
 LH1387
 LH1387                          SUPERSEDED SURVEY CONTROL
 LH1387
 LH1387  ELLIP H (09/18/97)  678.04   (m)                       GP(       ) 4 2
 LH1387  NAD 83(1995)-  40 26 47.55440(N)    099 20 21.31333(W) AD(       ) 3
 LH1387  ELLIP H (08/18/97)  678.03   (m)                       GP(       ) 4 1
 LH1387  NAD 83(1986)-  40 26 47.56060(N)    099 20 21.30744(W) AD(       ) 3
 LH1387  NGVD 29 (02/23/90)  702.5    (m)         2305.     (f) GPS OBS        
 LH1387
 LH1387.Superseded values are not recommended for survey control.
 LH1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1387.See file dsdata.txt to determine how the superseded data were derived.
 LH1387
 LH1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7123177376(NAD 83)
 LH1387_MARKER: I = METAL ROD
 LH1387_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1387_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LH1387_STAMPING: BREWSTER AZ MK 1989
 LH1387_MARK LOGO: NGS   
 LH1387_PROJECTION: RECESSED 10 CENTIMETERS
 LH1387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1387+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 LH1387_ROD/PIPE-DEPTH: 13.9 meters
 LH1387_SLEEVE-DEPTH  : 0.95 meters
 LH1387
 LH1387  HISTORY     - Date     Condition        Report By
 LH1387  HISTORY     - 1989     MONUMENTED       NGS
 LH1387  HISTORY     - 19890615 GOOD             NGS
 LH1387  HISTORY     - 19950727 GOOD             NGS
 LH1387  HISTORY     - 19970715 GOOD             NGS
 LH1387  HISTORY     - 20060621 GOOD             NEDA
 LH1387
 LH1387                          STATION DESCRIPTION
 LH1387
 LH1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1387'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST-NORTHEAST OF
 LH1387'HOLDREGE, AT THE BREWSTER FIELD AIRPORT, IN A GRASS MEDIAN BETWEEN
 LH1387'RUNWAY 18-36 AND A TAXIWAY.  OWNERSHIP--HOLDREGE AIRPORT AUTHORITY,
 LH1387'BOX 436, HOLDREGE, NE 68949.  AIRPORT MANAGER IS STAN SCHUETT,
 LH1387'TELEPHONE IS 308-995-8446.
 LH1387'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND 183,
 LH1387'IN THE SOUTHWEST SECTION OF HOLDREGE, GO EAST ON U.S. HIGHWAYS 6 AND
 LH1387'34, THROUGH TOWN, FOR 3.36 KM (2.10 MI) TO A PAVED CROSSROAD.  TURN
 LH1387'LEFT AND GO NORTH FOR 0.68 KM (0.40 MI) TO THE AIRPORT ENTRANCE ON THE
 LH1387'RIGHT.  TURN RIGHT AND GO EAST FOR 0.10 KM (0.05 MI) TO A ROAD LEFT AT
 LH1387'SOME BULIDINGS.  TURN LEFT AND GO FOR 0.06 KM (0.05 MI) TO A GATE.
 LH1387'PASS THROUGH THE GATE, THEN TURN RIGHT AND GO ALONG A GRAVEL LANE
 LH1387'AROUND A HANGAR, THEN SOUTHEAST ACROSS AN APRON FOR 0.12 KM (0.05 MI)
 LH1387'TO A TAXIWAY.  TURN RIGHT AND GO SOUTH ON THE TAXIWAY FOR 0.25 KM
 LH1387'(0.15 MI) TO THE JUNCTION WITH A RAMP TO RUNWAY END 36 AND THE STATION
 LH1387'ON THE LEFT.
 LH1387'THE STATION IS 46.7 M (153.2 FT) WEST OF THE RUNWAY CENTERLINE, 43.4 M
 LH1387'(142.4 FT) EAST OF THE TAXIWAY CENTERLINE, 10.8 M (35.4 FT) NORTH OF
 LH1387'THE TAXIWAY CENTERLINE AT THE HOLDING BARS AND 3.2 M (10.5 FT)
 LH1387'NORTHEAST OF TAXIWAY LIGHT --T14--.
 LH1387'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1387'DESCRIBED BY R.D.BALL.
 LH1387
 LH1387                          STATION RECOVERY (1989)
 LH1387
 LH1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1387'THE STATION IS LOCATED AT BREWSTER FIELD NEAR RUNWAY END 36.  THE
 LH1387'STATION IS 115.4 FT (35.2 M) WEST OF THE FIRST RUNWAY LIGHT NORTH OF
 LH1387'THE RUNWAY END AND ON THE WEST SIDE, 63.5 FT (19.4 M) NORTHWEST OF THE
 LH1387'TAXIWAY LIGHT WEST OF THE WESTERLY EDGE OF THE RUNWAY AND NORTH OF THE
 LH1387'TAXIWAY, 35.4 FT (10.8 M) NORTH OF THE CENTERLINE OF THE TAXIWAY AT
 LH1387'THE HOLDBAR, 142.4 FT (43.4 M) EAST OF THE CENTERLINE OF THE
 LH1387'NORTH-SOUTH TAXIWAY, 153.2 FT (46.7 M) WEST OF THE CENTERLINE OF THE
 LH1387'RUNWAY, AND 10.5 FT (3.2 M) NORTHEAST OF THE CENTER TAXIWAY LIGHT.
 LH1387'THE STATION IS A STAINLESS STEEL ROD SET IN THE CENTER OF A 5 INCH
 LH1387'LOGO CAP, 0.3 FOOT (9.1 CM) BENEATH THE GROUND LEVEL.  THE STATION IS
 LH1387'0.2 FOOT (6.1 CM) BENEATH THE LOGO CAP WHICH IS STAMPED BREWSTER AZ MK
 LH1387'1989.  NOTE,1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT
 LH1387'VERTICAL) STABILITY.
 LH1387
 LH1387                          STATION RECOVERY (1995)
 LH1387
 LH1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1387'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST-SOUTHWEST OF FUNK,
 LH1387'1.8 MI (2.9 KM) EAST-NORTHEAST OF HOLDREGE, AT THE BREWSTER FIELD
 LH1387'AIRPORT, IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND TAXIWAY NEAR THE
 LH1387'APPROACH END OF RUNWAY 36.  OWNERSHIP--HOLDREDGE AIRPORT AUTHORITY, RT
 LH1387'3, BOX 170, HOLDREGE NE 68949.  AIRPORT MANAGER IS STAN SCHUETT, PHONE
 LH1387'(308) 995-8446.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS
 LH1387'6/34 AND 183, GO EAST ON US HIGHWAYS 6/34 FOR 2.1 MI (3.4 KM) TO AN
 LH1387'INTERSECTION, TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.4 MI (0.6
 LH1387'KM) TO A ROAD RIGHT, TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE
 LH1387'ROAD FOR 0.05 MI (0.08 KM) TO THE AIRPORT OFFICE AHEAD AND A ROAD
 LH1387'LEFT, TURN LEFT AND GO NORTH FOR 0.05 MI (0.08 KM) TO A GATE, PASS
 LH1387'THROUGH THE GATE THEN TURN RIGHT AND GO ALONG A GRAVEL LANE AROUND A
 LH1387'HANGAR FOR 0.05 MI (0.08 KM) TO THE APRON, CONTINUE AHEAD AND GO
 LH1387'SOUTHEAST ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO THE INTERSECTION
 LH1387'OF A CONNECTOR TAXIWAY AND THE PARALLEL TAXIWAY, TURN RIGHT AND GO
 LH1387'SOUTH ON THE PARALLEL TAXIWAY FOR 0.15 MI (0.24 KM) TO THE STATION ON
 LH1387'THE LEFT.  THE STATION IS RECESSED 12 CM BELOW GROUND.  LOCATED 153.2
 LH1387'FT (46.7 M) WEST OF THE RUNWAY CENTER, 144.1 FT (43.9 M) EAST OF THE
 LH1387'TAXIWAY CENTER, 35.4 FT (10.8 M) NORTH OF THE CONNECTOR TAXIWAY CENTER
 LH1387'AND 10.7 FT (3.3 M) NORTHEAST OF A TAXIWAY LIGHT.  THIS STATION TO BE
 LH1387'USED AS SACS.
 LH1387
 LH1387                          STATION RECOVERY (1997)
 LH1387
 LH1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1387'RECOVERED AS DESCRIBED
 LH1387
 LH1387                          STATION RECOVERY (2006)
 LH1387
 LH1387'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF AERONAUTICS 2006 (BJS)
 LH1387'AIRPORT MANAGER IS LANNY LAMBRECHT. AIRPORT PHONE (308) 995-8446
 LH1387'LANNY'S CELL (DAY) (308) 991-3760, (NIGHT-HOME)(308) 876-2109
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0677 ***********************************************************************
 NP0677  DESIGNATION -  BRICKNER
 NP0677  PID         -  NP0677
 NP0677  STATE/COUNTY-  NE/DAWES
 NP0677  USGS QUAD   -  HAY SPRINGS CREEK (1966)
 NP0677
 NP0677                         *CURRENT SURVEY CONTROL
 NP0677  ___________________________________________________________________
 NP0677* NAD 83(1995)-  42 43 06.13176(N)    102 50 36.35547(W)     ADJUSTED  
 NP0677* NAVD 88     -      1302.     (meters)    4272.     (feet)  SCALED    
 NP0677  ___________________________________________________________________
 NP0677  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 NP0677  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 NP0677
 NP0677  HORZ ORDER  -  FIRST
 NP0677
 NP0677.The horizontal coordinates were established by classical geodetic methods
 NP0677.and adjusted by the National Geodetic Survey in August 1997..
 NP0677
 NP0677.The orthometric height was scaled from a topographic map.
 NP0677
 NP0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0677
 NP0677.The geoid height was determined by GEOID03.
 NP0677
 NP0677;                    North         East     Units Scale Factor Converg.
 NP0677;SPC NE       -   324,166.049   267,156.901   MT  0.99988306   -1 53 03.6
 NP0677;UTM  13      - 4,731,796.036   676,582.362   MT  0.99998363   +1 27 48.2
 NP0677
 NP0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0677!SPC NE       -   0.99979873  x   0.99988306  =   0.99968182
 NP0677!UTM  13      -   0.99979873  x   0.99998363  =   0.99978237
 NP0677
 NP0677:                Primary Azimuth Mark                     Grid Az
 NP0677:SPC NE       -  HAYSPRINGS HS BLDG CHIMNEY               106 51 02.9
 NP0677:UTM  13      -  HAYSPRINGS HS BLDG CHIMNEY               103 30 11.1
 NP0677
 NP0677|---------------------------------------------------------------------|
 NP0677| PID    Reference Object                     Distance      Geod. Az  |
 NP0677|                                                           dddmmss.s |
 NP0677| NP0673 HAYSPRINGS HS BLDG CHIMNEY          APPROX.13.2 KM 1045759.3 |
 NP0677| NP0672 HAYSPRINGS MUNICIPAL TANK           APPROX.13.1 KM 1050155.7 |
 NP0677| NP0670 HAYSPRINGS CONG CHURCH STEEPLE      APPROX.13.0 KM 1055154.7 |
 NP0677| NP0671 HAYSPRINGS METH CHURCH STEEPLE      APPROX.13.1 KM 1060444.2 |
 NP0677| NP0669 HAY SPRINGS TV STA KDUH TOWER       APPROX.14.1 KM 1214949.5 |
 NP0677| CP8865 BRICKNER AZ MK 2                                   1872902.3 |
 NP0677| CP8866 BRICKNER RM 1                        19.562 METERS 19512     |
 NP0677| CP8867 BRICKNER RM 2                        29.184 METERS 32733     |
 NP0677| CP8864 BRICKNER AZ MK                                     3374640.8 |
 NP0677|---------------------------------------------------------------------|
 NP0677
 NP0677                          SUPERSEDED SURVEY CONTROL
 NP0677
 NP0677  NAD 83(1995)-  42 43 06.13033(N)    102 50 36.35646(W) AD(       ) 1
 NP0677  NAD 83(1986)-  42 43 06.12319(N)    102 50 36.34888(W) AD(       ) 1
 NP0677  NAD 27      -  42 43 06.22600(N)    102 50 34.72600(W) AD(       ) 1
 NP0677
 NP0677.Superseded values are not recommended for survey control.
 NP0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0677.See file dsdata.txt to determine how the superseded data were derived.
 NP0677
 NP0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7658231796(NAD 83)
 NP0677_MARKER: DS = TRIANGULATION STATION DISK
 NP0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0677
 NP0677  HISTORY     - Date     Condition        Report By
 NP0677  HISTORY     - 1934     MONUMENTED       CGS
 NP0677  HISTORY     - 1968     GOOD             CGS
 NP0677  HISTORY     - 1968     GOOD             CGS
 NP0677
 NP0677                          STATION DESCRIPTION
 NP0677
 NP0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0677'STATION IS LOCATED ABOUT 12-1/2 MILES SE OF CHADRON AND IS ON
 NP0677'THE NE END OF A HIGH HILL, LOCALLY KNOWN AS BEARTAIL BUTTE.
 NP0677'IT IS IN NE 1/4 OF SE, 1/4 OF SEC. 28, T 32 N, R 47 W, AND ON
 NP0677'LAND OWNED BY HARRY BRICKNER, WHOSE HOUSE AND BUILDINGS ARE ABOUT
 NP0677'1/2 MILE N OF THE STATION.
 NP0677'
 NP0677'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0677'DISKS SET IN CONCRETE.
 NP0677'
 NP0677'STATION MARK PROJECTS 5 INCHES.
 NP0677'
 NP0677'REFERENCE MARK NO. 1 IS SSW, AND NO. 2 IS NW OF THE STATION.
 NP0677'BOTH MARKS PROJECT 4 INCHES.
 NP0677'
 NP0677'AZIMUTH MARK PROJECTS 5 INCHES AND IS NNW OF THE STATION.  IT
 NP0677'IS 2-1/2 FEET E OF THE RIGHT-OF-WAY FENCE ON THE E SIDE OF A N-S
 NP0677'ROAD, 8-1/2 FEET E OF THE CENTER LINE OF THE SAME ROAD AND 12
 NP0677'FEET SE OF A CATTLE GUARD ON THE ABOVE-MENTIONED ROAD.
 NP0677'
 NP0677'TO REACH THE STATION FROM THE POST OFFICE IN CHADRON, GO E
 NP0677'ON U.S. HIGHWAY 20, 10.0 MILES TO AN UNDERPASS UNDER THE
 NP0677'C AND N.W. RAILROAD.  CONTINUE ON HIGHWAY 20, 1.8 MILES TO A
 NP0677'POINT WHERE HIGHWAY TURNS SHARP RIGHT.  (THERE IS A LARGE, RED
 NP0677'BARN, WITH HARVEY ANDERSON PAINTED ON IT ABOUT 1/4 MILE E
 NP0677'OF THIS POINT).  CONTINUE 0.2 MILE TO A POINT WHERE HIGHWAY NO.
 NP0677'20 TURNS SHARP LEFT.  HERE LEAVE NO. 20, CONTINUE STRAIGHT
 NP0677'AHEAD ON GRADED DIRT ROAD AND FOLLOW IT IN A GENERAL
 NP0677'SOUTHWESTERLY DIRECTION 2.3 MILES TO A CATTLE GUARD.  CROSS
 NP0677'GUARD AND CONTINUE ON MAIN ROAD 1.6 MILES TO BEARTAIL SCHOOL, A
 NP0677'WHITE BUILDING ON THE RIGHT SIDE OF THE ROAD.  CONTINUE ON
 NP0677'MAIN ROAD 0.8 MILE TO A T-INTERSECTION.  HERE TURN LEFT, S
 NP0677'AND GO 0.6 MILE TO THE SW TOE OF BEARTAIL BUTTE.  HERE LEAVE
 NP0677'ROAD, TURN BACK SHARP LEFT AND GO 0.1 MILE UP SLOPE TO TOP OF
 NP0677'BUTTE AND STATION.
 NP0677'
 NP0677'A 4-FOOT STAND WILL CLEAR ALL LINES.
 NP0677'
 NP0677'NOTE--THE LINE TO STATION, CHADRON, BARELY CLEARS A
 NP0677'TREE-COVERED RIDGE ABOUT 3 MILES NW OF THIS STATION.  IF THESE
 NP0677'STATIONS ARE REOCCUPIED AND IT IS DESIRED TO OBSERVE THIS LINE,
 NP0677'15-FOOT TOWERS SHOULD BE ERECTED AT EACH STATION
 NP0677
 NP0677                          STATION RECOVERY (1968)
 NP0677
 NP0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0677'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 NP0677'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 NP0677'WAS SEARCHED FOR BUT NOT FOUND AND WAS ASSUMED THE MARK WAS
 NP0677'DESTROYED BY ROAD CONSTRUCTION.  A SHORTER DISTANCE WAS FOUND
 NP0677'IN THE MEASUREMENTS TO THE REFERENCE MARKS BUT THE DIRECTION WAS
 NP0677'FOUND TO BE CORRECT.
 NP0677'
 NP0677'A NEW AZIMUTH MARK WAS SET.
 NP0677'
 NP0677'FOLLOWING IS A NEW DESCRIPTION.
 NP0677'
 NP0677'TO REACH THE STATION FROM THE STOP LIGHT AT THE INTERSECTION OF
 NP0677'MAIN STREET AND 3RD STREET IN SHADRON, GO EAST ON U.S. HIGHWAY
 NP0677'20 FOR 12.3 MILES TO A SIDE ROAD ON THE RIGHT (ABOUT 0.15 MILE
 NP0677'EAST OF A LARGE RED BARN ON THE NORTH SIDE OF HIGHWAY).
 NP0677'TURN RIGHT AND GO SOUTHWEST ON A GRAVELED ROAD FOR 1.0 MILE TO
 NP0677'A CATTLE GUARD.  CONTINUE SOUTHWEST ON THE MAIN TRAVELED ROAD
 NP0677'FOR 1.55 MILES TO A CATTLE GUARD AND A ROAD LEADING SOUTH.
 NP0677'CONTINUE STRAIGHT AHEAD AND CONTINUE WESTERLY FOLLOWING THE
 NP0677'MAIN TRAVELED ROAD FOR 1.55 MILES TO CATTLE GUARDS ON BOTHS
 NP0677'SIDES OF THE ROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 NP0677'FOR 0.8 MILE TO A WIRE GATE AND THE AZIMUTH MARK ON THE LEFT.
 NP0677'PASS THROUGH THE GATE AND GO NORTHERLY ACROSS PASTURE FOR
 NP0677'0.35 MILE TO HIGHEST POINT OF HILL AND THE STATION.
 NP0677'
 NP0677'STATION MARK, A STANDARD DISK STAMPED BRICKNER 1934, IS SET IN
 NP0677'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 NP0677'IS ABOUT 1/4 MILE SOUTH OF THE RANCH HOUSE OF MR. WAYNE R.
 NP0677'BRICKNER, 10.3 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 NP0677'CONCRETE FOUNDATION, AND 7.2 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 NP0677'CORNER OF THE FOUNDATION.  THE UNDERGROUND MARK WAS NOT
 NP0677'INSPECTED.
 NP0677'
 NP0677'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRICKNER NO. 1
 NP0677'1934 IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NP0677'6 INCHES.
 NP0677'
 NP0677'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRICKNER NO. 2
 NP0677'1934, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NP0677'5 INCHES.
 NP0677'
 NP0677'AZIMUTH MARK, A STANDARD DISK STAMPED BRICKNER 1934 1968, IS SET
 NP0677'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 NP0677'SURFACE OF THE GROUND.  IT IS 34.5 FEET EAST OF THE CENTER OF
 NP0677'ROAD, 5.5 FEET NORTH OF THE NORTH GATE POST FOR THE WIRE
 NP0677'GATE, 1 FOOT EAST OF A METAL WITNESS POST, AND 0.5 FEET EAST OF
 NP0677'A FENCE.
 NP0677'
 NP0677'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 NP0677'WSW OF HAY SPRINGS.
 NP0677
 NP0677                          STATION RECOVERY (1968)
 NP0677
 NP0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRB)
 NP0677'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 NP0677'AS DESCRIBED.  AZIMUTH MARK NOT FOUND.  (AZ. MK. RESET BY USC AND
 NP0677'GS IN 1968).
 NP0677'
 NP0677'OLD DESCRIPTION ADEQUATE.
 NP0677'
 NP0677'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0384 ***********************************************************************
 NO0384  DESIGNATION -  BRIDGE
 NO0384  PID         -  NO0384
 NO0384  STATE/COUNTY-  NE/BROWN
 NO0384  USGS QUAD   -  JOHNSTOWN (1985)
 NO0384
 NO0384                         *CURRENT SURVEY CONTROL
 NO0384  ___________________________________________________________________
 NO0384* NAD 83(1995)-  42 34 24.07395(N)    100 04 45.60546(W)     ADJUSTED  
 NO0384* NAVD 88     -       801.     (meters)    2628.     (feet)  SCALED    
 NO0384  ___________________________________________________________________
 NO0384  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 NO0384  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 NO0384
 NO0384  HORZ ORDER  -  THIRD
 NO0384
 NO0384.The horizontal coordinates were established by classical geodetic methods
 NO0384.and adjusted by the National Geodetic Survey in August 1997..
 NO0384
 NO0384.The orthometric height was scaled from a topographic map.
 NO0384
 NO0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0384
 NO0384.The geoid height was determined by GEOID03.
 NO0384
 NO0384;                    North         East     Units Scale Factor Converg.
 NO0384;SPC NE       -   304,232.909   493,487.474   MT  0.99983244   -0 03 09.3
 NO0384;UTM  14      - 4,714,002.740   411,418.510   MT  0.99969654   -0 43 48.9
 NO0384
 NO0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0384!SPC NE       -   0.99987784  x   0.99983244  =   0.99971030
 NO0384!UTM  14      -   0.99987784  x   0.99969654  =   0.99957441
 NO0384
 NO0384|---------------------------------------------------------------------|
 NO0384| PID    Reference Object                     Distance      Geod. Az  |
 NO0384|                                                           dddmmss.s |
 NO0384| CO2330 BRIDGE RM 1                           9.228 METERS 08051     |
 NO0384| NO0385 JOHNSTOWN METH CHURCH CROSS         APPROX. 1.8 KM 0913823.2 |
 NO0384| CO2329 BRIDGE AZ MK                                       0964358.1 |
 NO0384| CO2331 BRIDGE RM 2                           7.144 METERS 25954     |
 NO0384| NO0383 BRIDGE 2                             66.330 METERS 33111     |
 NO0384|---------------------------------------------------------------------|
 NO0384
 NO0384                          SUPERSEDED SURVEY CONTROL
 NO0384
 NO0384  NAD 83(1986)-  42 34 24.08090(N)    100 04 45.62029(W) AD(       ) 3
 NO0384  NAD 27      -  42 34 24.08000(N)    100 04 44.15400(W) AD(       ) 3
 NO0384
 NO0384.Superseded values are not recommended for survey control.
 NO0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0384.See file dsdata.txt to determine how the superseded data were derived.
 NO0384
 NO0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1141914003(NAD 83)
 NO0384_MARKER: DS = TRIANGULATION STATION DISK
 NO0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0384
 NO0384  HISTORY     - Date     Condition        Report By
 NO0384  HISTORY     - 1949     MONUMENTED       CGS
 NO0384  HISTORY     - 1960     GOOD             CGS
 NO0384
 NO0384                          STATION DESCRIPTION
 NO0384
 NO0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0384'THE STATION IS LOCATED 1.3 MILES WEST OF JOHNSTOWN, AT THE
 NO0384'BRIDGE WHERE U.S. HIGHWAY 20 CROSSES OVER THE NORTHWESTERN
 NO0384'RAILROAD.  IT IS SITUATED 27.5 FEET WEST OF THE NORTHWEST
 NO0384'CORNER OF THE BRIDGE AND 6 FEET SOUTHWEST OF A FENCE CORNER.
 NO0384'THE MARK IS STAMPED BRIDGE 1949 AND PROJECTS 3 INCHES.
 NO0384'
 NO0384'REFERENCE MARK NO. 1 IS 6 INCHES BELOW THE ELEVATION OF THE
 NO0384'STATION.  IT IS STAMPED BRIDGE NO 1 1949 AND PROJECTS 4 INCHES.
 NO0384'
 NO0384'REFERENCE MARK NO. 2 IS 18 INCHES BELOW THE ELEVATION OF THE
 NO0384'STATION.  IT IS STAMPED BRIDGE NO 2 1949 AND PROJECTS 3 INCHES.
 NO0384'
 NO0384'THE AZIMUTH MARK IS LOCATED 0.3 MILE WEST OF JOHNSTOWN ON THE
 NO0384'RIGHT-OF-WAY BETWEEN THE HIGHWAY AND THE RAILROAD.  IT IS
 NO0384'SITUATED 32 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 20, 5
 NO0384'FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE AND 18 INCHES
 NO0384'SOUTH-SOUTHWEST OF A WITNESS POST.  THE MARK IS STAMPED BRIDGE
 NO0384'1949 AND PROJECTS 4 INCHES.
 NO0384'
 NO0384'TO REACH THE STATION FROM THE RAILROAD STATION IN JOHNSTOWN,
 NO0384'GO WEST ON U.S. HIGHWAY 20 FOR 0.3 MILE TO THE AZIMUTH MARK
 NO0384'ON THE LEFT, CONTINUE WEST ON THE HIGHWAY FOR 1.0 MILE TO THE
 NO0384'BRIDGE AND THE STATION AS DESCRIBED.
 NO0384'
 NO0384'A 74 FOOT SIGNAL AT AINSPORT IS VISIBLE AT 4 FEET.
 NO0384'
 NO0384'A 4 FOOT SIGNAL AT KELLER (USGS) IS VISIBLE AT 4 FEET.
 NO0384'
 NO0384'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0384
 NO0384                          STATION RECOVERY (1960)
 NO0384
 NO0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NO0384'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NO0384'RECOVERED IN GOOD CONDITION.  THE EARTH APPROACHES FOR THE
 NO0384'OVERPASS ON WHICH THE STATION AND REFERENCE MARKS ARE LOCATED,
 NO0384'ARE BEING REMOVED.  ALL MARKS WERE MOVED AND STATION BRIDGE
 NO0384'2 WAS ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION OF BRIDGE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0383 ***********************************************************************
 NO0383  DESIGNATION -  BRIDGE 2
 NO0383  PID         -  NO0383
 NO0383  STATE/COUNTY-  NE/BROWN
 NO0383  USGS QUAD   -  JOHNSTOWN (1985)
 NO0383
 NO0383                         *CURRENT SURVEY CONTROL
 NO0383  ___________________________________________________________________
 NO0383* NAD 83(1995)-  42 34 25.95743(N)    100 04 47.00718(W)     ADJUSTED  
 NO0383* NAVD 88     -       801.     (meters)    2628.     (feet)  SCALED    
 NO0383  ___________________________________________________________________
 NO0383  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 NO0383  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 NO0383
 NO0383  HORZ ORDER  -  THIRD
 NO0383
 NO0383.The horizontal coordinates were established by classical geodetic methods
 NO0383.and adjusted by the National Geodetic Survey in August 1997..
 NO0383.No horizontal observational check was made to the station.
 NO0383
 NO0383.The orthometric height was scaled from a topographic map.
 NO0383
 NO0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0383
 NO0383.The geoid height was determined by GEOID03.
 NO0383
 NO0383;                    North         East     Units Scale Factor Converg.
 NO0383;SPC NE       -   304,291.047   493,455.565   MT  0.99983261   -0 03 10.2
 NO0383;UTM  14      - 4,714,061.243   411,387.295   MT  0.99969661   -0 43 49.9
 NO0383
 NO0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0383!SPC NE       -   0.99987784  x   0.99983261  =   0.99971047
 NO0383!UTM  14      -   0.99987784  x   0.99969661  =   0.99957448
 NO0383
 NO0383|---------------------------------------------------------------------|
 NO0383| PID    Reference Object                     Distance      Geod. Az  |
 NO0383|                                                           dddmmss.s |
 NO0383| CO2333 BRIDGE 2 RM 3                        17.800 METERS 00010     |
 NO0383| CO2334 BRIDGE 2 RM 4                                      06715     |
 NO0383| NO0385 JOHNSTOWN METH CHURCH CROSS         APPROX. 1.9 KM 0932259.4 |
 NO0383| CO2329 BRIDGE AZ MK                                       0984404.7 |
 NO0383| CO2332 BRIDGE 2 AZ MK                                     0995911.2 |
 NO0383| NO0384 BRIDGE                               66.330 METERS 15111     |
 NO0383|---------------------------------------------------------------------|
 NO0383
 NO0383                          SUPERSEDED SURVEY CONTROL
 NO0383
 NO0383  NAD 83(1986)-  42 34 25.96438(N)    100 04 47.02201(W) AD(       ) 3
 NO0383  NAD 27      -  42 34 25.96400(N)    100 04 45.55600(W) AD(       ) 3
 NO0383
 NO0383.Superseded values are not recommended for survey control.
 NO0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0383.See file dsdata.txt to determine how the superseded data were derived.
 NO0383
 NO0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1138714061(NAD 83)
 NO0383_MARKER: DS = TRIANGULATION STATION DISK
 NO0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0383
 NO0383  HISTORY     - Date     Condition        Report By
 NO0383  HISTORY     - 1960     MONUMENTED       CGS
 NO0383  HISTORY     - 1967     GOOD             USAF
 NO0383
 NO0383                          STATION DESCRIPTION
 NO0383
 NO0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NO0383'STATION IS LOCATED ABOUT 12 MILES WEST OF AINSWORTH, ABOUT 1
 NO0383'AND 1/4 MILES WEST OF THE SMALL TOWN OF JOHNSTOWN, AND 1/4
 NO0383'MILE WEST OF WHERE U.S. HIGHWAY 20 CROSSES THE CHICAGO AND
 NO0383'NORTHWESTERN RAILROAD TRACKS ON A SAND RIDGE NEAR THE CENTER
 NO0383'OF SEC. 13, T 30 N., R 24 W., ABOUT 250 FEET NORTH OF THE
 NO0383'CHICAGO AND NORTHWESTERN RAILROAD TRACKS, 112 FEET
 NO0383'WEST-SOUTHWEST OF A TELEPHONE POLE, 58 FEET SOUTH OF A TELEPHONE
 NO0383'POLE, AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.  THE
 NO0383'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRIDGE 2
 NO0383'1960.
 NO0383'
 NO0383'TO REACH THE STATION FROM THE NEW BROWN COUNTY COURTHOUSE IN
 NO0383'AINSWORTH, GO WEST ON U.S. HIGHWAY 20 FOR 11.0 MILES TO THE
 NO0383'WEST SIDE OF JOHNSTOWN AND THE AZIMUTH ON THE LEFT AS DESCRIBED.
 NO0383'CONTINUE WEST ON U.S. HIGHWAY 20 FOR 0.8 MILE TO WHERE THE
 NO0383'HIGHWAY CROSSES THE RAILROAD TRACKS.  THE STATION IS 0.25 MILE
 NO0383'WEST OF THIS CROSSING ON THE NORTH SIDE OF THE TRACKS AS
 NO0383'DESCRIBED.
 NO0383'
 NO0383'REFERENCE MARK NO. 3 IS 58.30 FEET NORTH OF THE STATION AND
 NO0383'3.5 FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES
 NO0383'AND THE DISK IS STAMPED BRIDGE 2 NO 3 1960.
 NO0383'
 NO0383'REFERENCE MARK NO. 4 IS 108.96 FEET (SLOPE) EAST-NORTHEAST
 NO0383'OF THE STATION AND 3.5 FEET WEST OF A TELEPHONE POLE.  THE
 NO0383'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BRIDGE 2 NO 4
 NO0383'1960.
 NO0383'
 NO0383'AZIMUTH MARK IS 1.1 MILES EAST OF THE STATION, ABOUT 200 YARDS
 NO0383'WEST OF THE RAILROAD STATION AT JOHNSTOWN, 67 FEET NORTHWEST OF
 NO0383'A SWITCH SIGNAL FOR SIDING ON THE RAILROAD, 58 FEET NORTH OF
 NO0383'THE NORTH RAIL OF THE MAIN TRACK, 55 FEET SOUTH OF THE CENTER
 NO0383'OF U.S. HIGHWAY 20, 26 FEET WEST OF THE CENTER OF THE MOST
 NO0383'WESTERN STREET IN JOHNSTOWN PROJECTED SOUTH, 5 FEET
 NO0383'NORTH-NORTHWEST OF POWER POLE, AND 1 FOOT NORTH OF A STEEL WITNESS
 NO0383'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NO0383'BRIDGE 2 1960.
 NO0383'
 NO0383'USC AND GS BENCH MARK B 227 RESET 1960 IS 0.5 MILE SOUTHWEST
 NO0383'OF THE STATION AT THE END OF A CUT AND ABOUT 0.6 MILE WEST
 NO0383'OF WHERE U.S. HIGHWAY 20 CROSSES THE RAILROAD TRACKS, 85 FEET
 NO0383'SOUTH OF THE CENTER OF U.S. HIGHWAY 20, 1 FOOT NORTH OF FENCE,
 NO0383'AND 1 FOOT EAST OF STEEL WITNESS POST.  A STANDARD DISK,
 NO0383'STAMPED B 227 1946 RESET 1960 AND SET IN THE TOP OF A CONCRETE
 NO0383'POST WHICH PROJECTS 4 INCHES.  THE NEW ELEVATION OF THIS MARK
 NO0383'IS 2606.325 FEET.
 NO0383'
 NO0383'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0383
 NO0383                          STATION RECOVERY (1967)
 NO0383
 NO0383'RECOVERY NOTE BY US AIR FORCE 1967
 NO0383'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 NO0383'DESCRIBED, IN GOOD CONDITION.  1960 ROUTE DESCRIPTION WAS
 NO0383'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0134 ***********************************************************************
 MN0134  DESIGNATION -  BRIDGEPORT
 MN0134  PID         -  MN0134
 MN0134  STATE/COUNTY-  NE/MORRILL
 MN0134  USGS QUAD   -  BRIDGEPORT (1965)
 MN0134
 MN0134                         *CURRENT SURVEY CONTROL
 MN0134  ___________________________________________________________________
 MN0134* NAD 83(1986)-  41 40 02.     (N)    103 06 00.     (W)     SCALED    
 MN0134* NAVD 88     -      1118.052  (meters)    3668.14   (feet)  ADJUSTED  
 MN0134  ___________________________________________________________________
 MN0134  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 MN0134  DYNAMIC HT  -        1117.350 (meters)    3665.84  (feet)  COMP
 MN0134  MODELED GRAV-     979,956.6   (mgal)                       NAVD 88
 MN0134
 MN0134  VERT ORDER  -  FIRST     CLASS II
 MN0134
 MN0134.The horizontal coordinates were scaled from a topographic map and have
 MN0134.an estimated accuracy of +/- 6 seconds.
 MN0134
 MN0134.The orthometric height was determined by differential leveling
 MN0134.and adjusted by the National Geodetic Survey in June 1991..
 MN0134.WARNING-Repeat measurements at this control monument indicate possible
 MN0134.vertical movement.
 MN0134
 MN0134.The geoid height was determined by GEOID03.
 MN0134
 MN0134.The dynamic height is computed by dividing the NAVD 88
 MN0134.geopotential number by the normal gravity value computed on the
 MN0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0134.degrees latitude (g = 980.6199 gals.).
 MN0134
 MN0134.The modeled gravity was interpolated from observed gravity values.
 MN0134
 MN0134;                    North         East    Units  Estimated Accuracy
 MN0134;SPC NE       -   208,240.      241,970.      MT  (+/- 180 meters Scaled)
 MN0134
 MN0134                          SUPERSEDED SURVEY CONTROL
 MN0134
 MN0134  NGVD 29 (??/??/92) 1117.497  (m)         3666.32   (f) ADJ UNCH    1 2
 MN0134
 MN0134.Superseded values are not recommended for survey control.
 MN0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0134.See file dsdata.txt to determine how the superseded data were derived.
 MN0134
 MN0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG581145(NAD 83)
 MN0134_MARKER: DB = BENCH MARK DISK
 MN0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0134_SP_SET: CONCRETE POST
 MN0134_STAMPING: BRIDGEPORT 1933 3666.321
 MN0134_MARK LOGO: CGS   
 MN0134_PROJECTION: RECESSED 4 CENTIMETERS
 MN0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0134+STABILITY: SURFACE MOTION
 MN0134
 MN0134  HISTORY     - Date     Condition        Report By
 MN0134  HISTORY     - 1933     MONUMENTED       CGS
 MN0134  HISTORY     - 1956     GOOD             NGS
 MN0134  HISTORY     - 1985     GOOD             NGS
 MN0134
 MN0134                          STATION DESCRIPTION
 MN0134
 MN0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0134'AT BRIDGEPORT.
 MN0134'AT BRIDGEPORT, 76 FEET NORTHWEST OF THE CENTER LINE OF 8TH
 MN0134'AVENUE WEST, 40.3 FEET SOUTHWEST OF THE WEST CORNER OF A BRICK
 MN0134'BUILDING WHICH IS OCCUPIED BY THE NEBRASKA IRRIGATION DEPARTMENT,
 MN0134'AT THE INTERSECTION OF 8TH AVENUE WEST AND STATE HIGHWAY 19,
 MN0134'6.7 FEET EAST OF THE EAST CORNER OF A SHEET METAL BUILDING, 17
 MN0134'FEET SOUTHWEST OF A 14 INCH COTTONWOOD TREE, SET IN THE TOP OF A
 MN0134'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE NORTHEAST
 MN0134'1/4 OF SECTION 32, TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0134
 MN0134                          STATION RECOVERY (1985)
 MN0134
 MN0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0134'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BRIDGEPORT,
 MN0134'AT THE NORTHWEST CORNER OF MAIN AND 8 TH STREET, AT THE BACK OF THE
 MN0134'SHOP FOR THE NEBRASKA IRRIGATION DEPARTMENT AND OFFICE BUILDING, 12.3
 MN0134'METERS (40.3 FT) WEST OF THE NORTHWEST CORNER OF THE OFFICE BUILDING,
 MN0134'1.6 METERS (5.1 FT) SOUTH OF THE SOUTHWEST WALL OF THE INTERNATIONAL
 MN0134'HARVESTER BUILDING AND GARAGE, 0.9 METERS (2 FT) WEST OF THE NORTHEAST
 MN0134'CORNER OF THE SHOP BUILDING AND 0.2 METER (0.6 FT) NORTH OF THE NORTH
 MN0134'WALL OF THE SHOP BUILDING.
 MN0134'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MN0134'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0651 ***********************************************************************
 MN0651  DESIGNATION -  BRIDGEPORT
 MN0651  PID         -  MN0651
 MN0651  STATE/COUNTY-  NE/MORRILL
 MN0651  USGS QUAD   -  BRIDGEPORT (1965)
 MN0651
 MN0651                         *CURRENT SURVEY CONTROL
 MN0651  ___________________________________________________________________
 MN0651* NAD 83(1995)-  41 39 47.56833(N)    103 05 59.18571(W)     ADJUSTED  
 MN0651* NAVD 88     -      1118.05   (+/-2cm)    3668.1    (feet)  VERTCON   
 MN0651  ___________________________________________________________________
 MN0651  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 MN0651  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 MN0651
 MN0651  HORZ ORDER  -  SECOND
 MN0651  VERT ORDER  -  THIRD ? (See Below)
 MN0651
 MN0651.The horizontal coordinates were established by classical geodetic methods
 MN0651.and adjusted by the National Geodetic Survey in August 1997..
 MN0651
 MN0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0651.The vertical order pertains to the NGVD 29 superseded value.
 MN0651
 MN0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0651
 MN0651.The geoid height was determined by GEOID03.
 MN0651
 MN0651;                    North         East     Units Scale Factor Converg.
 MN0651;SPC NE       -   207,789.178   241,974.104   MT  0.99966235   -2 03 15.2
 MN0651;UTM  13      - 4,614,128.554   658,202.723   MT  0.99990800   +1 15 48.4
 MN0651
 MN0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0651!SPC NE       -   0.99982772  x   0.99966235  =   0.99949013
 MN0651!UTM  13      -   0.99982772  x   0.99990800  =   0.99973574
 MN0651
 MN0651|---------------------------------------------------------------------|
 MN0651| PID    Reference Object                     Distance      Geod. Az  |
 MN0651|                                                           dddmmss.s |
 MN0651| MN0133 B 10                                 33.260 METERS 08239     |
 MN0651| CP6650 BRIDGEPORT AZ MK                                   1775332.0 |
 MN0651| MN0521 BIRDCAGE GAP NEB GAME FISH MST      APPROX.11.3 KM 2410459.9 |
 MN0651| CP6651 BRIDGEPORT RM 1                      13.545 METERS 30933     |
 MN0651|---------------------------------------------------------------------|
 MN0651
 MN0651                          SUPERSEDED SURVEY CONTROL
 MN0651
 MN0651  NAD 83(1995)-  41 39 47.56798(N)    103 05 59.18561(W) AD(       ) 2
 MN0651  NAD 83(1986)-  41 39 47.56130(N)    103 05 59.18856(W) AD(       ) 2
 MN0651  NAD 27      -  41 39 47.65660(N)    103 05 57.43360(W) AD(       ) 2
 MN0651  NGVD 29 (07/19/86) 1117.50   (m)         3666.3    (f) LEVELING    3  
 MN0651
 MN0651.Superseded values are not recommended for survey control.
 MN0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0651.See file dsdata.txt to determine how the superseded data were derived.
 MN0651
 MN0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5820314129(NAD 83)
 MN0651_MARKER: DS = TRIANGULATION STATION DISK
 MN0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0651_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0651
 MN0651  HISTORY     - Date     Condition        Report By
 MN0651  HISTORY     - 1963     MONUMENTED       CGS
 MN0651
 MN0651                          STATION DESCRIPTION
 MN0651
 MN0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0651'LOCATED IN THE SOUTH PART OF BRIDGEPORT, ON THE WEST SIDE OF
 MN0651'STATE HIGHWAY 88 AND ON THE SOUTH SIDE OF THE CHICAGO, BURLINGTON
 MN0651'AND QUINCY RAILROAD TRACKS, ON STATE HIGHWAY PROPERTY.
 MN0651'
 MN0651'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 385, 26 AND STATE
 MN0651'HIGHWAY 88 AT THE SOUTH EDGE OF THE BUSINESS DISTRICT IN
 MN0651'BRIDGEPORT, GO SOUTH ON STATE HIGHWAY 88 FOR 0.05 MILE TO THE
 MN0651'STATION ON THE RIGHT AS DESCRIBED, JUST AFTER CROSSING DOUBLE
 MN0651'RAILROAD TRACKS.  TO REACH THE AZIMUTH MARK, CONTINUE SOUTH
 MN0651'ON STATE HIGHWAY 88 FOR 0.25 MILE TO THE AZIMUTH MARK AS
 MN0651'DESCRIBED, JUST AFTER CROSSING THIRD SET OF RAILROAD TRACKS.
 MN0651'
 MN0651'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MN0651'CYLINDER 12 INCHES IN DIAMETER AND IS STAMPED BRIDGEPORT 1963.
 MN0651'IT IS 67 FEET WEST OF THE CENTER OF STATE HIGHWAY 88, 45-1/2
 MN0651'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF
 MN0651'RAILROAD TRACKS, 40 FEET NORTH OF THE CENTER OF A SIDE ROAD
 MN0651'RIGHT, AND 9.7 FEET WEST OF A TELEPHONE POLE.  THE MARK IS
 MN0651'FLUSH WITH THE GROUND.
 MN0651'
 MN0651'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0651'CONCRETE CYLINDER 12 INCHES IN DIAMETER AND IS STAMPED BRIDGEPORT
 MN0651'NO 1 1963.  IT IS 3.1 FEET WEST-SOUTHWEST OF THE SOUTH GATE
 MN0651'POST, 1.4 FEET WEST-SOUTHWEST OF A METAL WITNESS POST WITH
 MN0651'SIGN ATTACHED, AND 1.4 FEET EAST OF A TELEPHONE POLE.
 MN0651'THE MARK PROJECTS 3 INCHES ABOVE THE GROUND.
 MN0651'
 MN0651'A COAST AND GEODETIC SURVEY BENCH MARK WAS USED AS REFERENCE
 MN0651'MARK NO. 2.  IT IS A STANDARD BENCH MARK DISK SET IN THE TOP
 MN0651'OF A 12-INCH SQUARE CONCRETE POST AND IS STAMPED B 10 1933
 MN0651'3666.968.  IT IS 71 FEET NORTHWEST OF THE SOUTHWEST CORNER
 MN0651'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD DEPOT, 41 FEET
 MN0651'EAST OF THE CENTER OF STATE HIGHWAY 88, 16.5 FEET NORTHEAST
 MN0651'OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF RAILROAD TRACKS,
 MN0651'AND 2 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK.  THE
 MN0651'MARK PROJECTS 3 INCHES ABOVE THE GROUND.
 MN0651'
 MN0651'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MN0651'CYLINDER 12 INCHES IN DIAMETER AND IS STAMPED BRIDGEPORT 1963.
 MN0651'IT IS 53 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS,
 MN0651'28 FEET WEST OF THE CENTER OF STATE HIGHWAY 88, 1.7 FEET
 MN0651'NORTH-NORTHWEST OF A POWER POLE, AND 1.7 FEET NORTH-NORTHWEST
 MN0651'OF A METAL WITNESS POST WITH SIGN ATTACHED.  THE MARK PROJECTS
 MN0651'3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0517 ***********************************************************************
 MN0517  DESIGNATION -  BRIDGEPORT WATER TANK
 MN0517  PID         -  MN0517
 MN0517  STATE/COUNTY-  NE/MORRILL
 MN0517  USGS QUAD   -  BRIDGEPORT (1965)
 MN0517
 MN0517                         *CURRENT SURVEY CONTROL
 MN0517  ___________________________________________________________________
 MN0517* NAD 83(1995)-  41 39 56.86381(N)    103 06 04.81700(W)     ADJUSTED  
 MN0517* NAVD 88     -                                                        
 MN0517  ___________________________________________________________________
 MN0517  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 MN0517  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 MN0517
 MN0517  HORZ ORDER  -  THIRD
 MN0517
 MN0517.The horizontal coordinates were established by classical geodetic methods
 MN0517.and adjusted by the National Geodetic Survey in August 1997..
 MN0517
 MN0517
 MN0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0517
 MN0517.The geoid height was determined by GEOID03.
 MN0517
 MN0517;                    North         East     Units Scale Factor Converg.
 MN0517;SPC NE       -   208,080.349   241,854.233   MT  0.99966248   -2 03 18.9
 MN0517;UTM  13      - 4,614,412.370   658,066.169   MT  0.99990747   +1 15 44.9
 MN0517
 MN0517                          SUPERSEDED SURVEY CONTROL
 MN0517
 MN0517  NAD 83(1995)-  41 39 56.86366(N)    103 06 04.81694(W) AD(       ) 4
 MN0517  NAD 83(1986)-  41 39 56.85702(N)    103 06 04.81933(W) AD(       ) 4
 MN0517  NAD 27      -  41 39 56.95100(N)    103 06 03.05700(W) AD(       ) 3
 MN0517
 MN0517.Superseded values are not recommended for survey control.
 MN0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0517.See file dsdata.txt to determine how the superseded data were derived.
 MN0517
 MN0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5806614412(NAD 83)
 MN0517_MARKER: 51 = TANK
 MN0517
 MN0517  HISTORY     - Date     Condition        Report By
 MN0517  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0517  HISTORY     - 20040810 GOOD             USPSQD
 MN0517
 MN0517                          STATION DESCRIPTION
 MN0517
 MN0517'DESCRIBED BY US POWER SQUADRON 2004 (AMM)
 MN0517'TANK FOUND GOOD. TANK IS SOUTH OF 9TH STREET AND WEST OF 'L' STREET,
 MN0517'IN THE SOUTHWEST CORNER OF THE INTERSECTION OF 9TH AND 'L' STREETS, IN
 MN0517'THE TOWN OF BRIDGEPORT.  TANK IS A CONICAL-SHAPED, 4-LEGGED, WHITE
 MN0517'TANK WITH RED LETTERS 'BRIDGEPORT' ON THE SIDE OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0694 ***********************************************************************
 NN0694  DESIGNATION -  BRISTOW
 NN0694  PID         -  NN0694
 NN0694  STATE/COUNTY-  NE/BOYD
 NN0694  USGS QUAD   -  SPENCER SOUTH (1952)
 NN0694
 NN0694                         *CURRENT SURVEY CONTROL
 NN0694  ___________________________________________________________________
 NN0694* NAD 83(1995)-  42 48 40.19122(N)    098 37 45.54519(W)     ADJUSTED  
 NN0694* NAVD 88     -       558.     (meters)    1831.     (feet)  SCALED    
 NN0694  ___________________________________________________________________
 NN0694  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 NN0694  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 NN0694
 NN0694  HORZ ORDER  -  FIRST
 NN0694
 NN0694.The horizontal coordinates were established by classical geodetic methods
 NN0694.and adjusted by the National Geodetic Survey in August 1997..
 NN0694
 NN0694.The orthometric height was scaled from a topographic map.
 NN0694
 NN0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0694
 NN0694.The geoid height was determined by GEOID03.
 NN0694
 NN0694;                    North         East     Units Scale Factor Converg.
 NN0694;SPC NE       -   331,532.748   612,094.595   MT  0.99991887   +0 54 30.0
 NN0694;UTM  14      - 4,739,911.875   530,306.046   MT  0.99961130   +0 15 06.9
 NN0694
 NN0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0694!SPC NE       -   0.99991647  x   0.99991887  =   0.99983535
 NN0694!UTM  14      -   0.99991647  x   0.99961130  =   0.99952780
 NN0694
 NN0694|---------------------------------------------------------------------|
 NN0694| PID    Reference Object                     Distance      Geod. Az  |
 NN0694|                                                           dddmmss.s |
 NN0694| CO2338 BRISTOW RM 1                         35.856 METERS 15750     |
 NN0694| CO2339 BRISTOW RM 2                         31.331 METERS 28252     |
 NN0694| NN0697 SPENCER MUNICIPAL TANK              APPROX. 8.9 KM 3175659.0 |
 NN0694| NN0696 SPENCER ST MARYS CATH CH SPIRE      APPROX. 8.8 KM 3202114.1 |
 NN0694| CO2337 BRISTOW AZ MK                                      3263842.1 |
 NN0694|---------------------------------------------------------------------|
 NN0694
 NN0694                          SUPERSEDED SURVEY CONTROL
 NN0694
 NN0694  NAD 83(1986)-  42 48 40.19942(N)    098 37 45.55153(W) AD(       ) 1
 NN0694  NAD 27      -  42 48 40.20500(N)    098 37 44.24400(W) AD(       ) 1
 NN0694
 NN0694.Superseded values are not recommended for survey control.
 NN0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0694.See file dsdata.txt to determine how the superseded data were derived.
 NN0694
 NN0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3030639912(NAD 83)
 NN0694_MARKER: DS = TRIANGULATION STATION DISK
 NN0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0694
 NN0694  HISTORY     - Date     Condition        Report By
 NN0694  HISTORY     - 1940     MONUMENTED       CGS
 NN0694  HISTORY     - 1961     GOOD             CGS
 NN0694  HISTORY     - 1963     GOOD             CGS
 NN0694  HISTORY     - 1973     GOOD             NGS
 NN0694
 NN0694                          STATION DESCRIPTION
 NN0694
 NN0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0694'STATION BRISTOW IS 5-1/2 MILES SOUTHEAST OF SPENCER, 3-1/4
 NN0694'MILES SOUTHWEST OF BRISTOW, ON A HIGH BLUFF OVERLOOKING THE
 NN0694'NIOBRARA RIVER TO THE SOUTH, IN THE NORTHEAST QUARTER OF
 NN0694'SEC. 29, T. 33 N., R. 11 W.
 NN0694'
 NN0694'TO REACH FROM SPENCER GO SOUTH AND EAST ON STATE HIGHWAY 12
 NN0694'AND U.S. HIGHWAY 281 TO THEIR JUNCTION, GO RIGHT (SOUTH) ON
 NN0694'U.S. 281, FOR 2.0 MILES AND TURN LEFT (EAST) AT CROSSROADS
 NN0694'WITH SCHOOL IN SOUTHWEST ANGLE, GO 1.0 MILE AND TURN RIGHT
 NN0694'(SOUTH) GO 0.05 MILE TO AZIMUTH MARK ON EAST SIDE OF ROAD,
 NN0694'GO 0.95 MILE TO ABANDONED SCHOOL ON RIGHT, FOLLOW ROAD EAST
 NN0694'0.75 MILE TO A POINT JUST BEYOND THE LOW POINT OF A GRADE
 NN0694'AND TURN RIGHT (SOUTH) THROUGH A WIRE GATE IN FENCE, GO
 NN0694'SOUTHEAST AND SOUTH FOR 0.2 MILE TO HIGHEST POINT OF THE
 NN0694'FIELD AND THE STATION.
 NN0694'
 NN0694'STATION MARK IS 20 FEET SOUTH OF THE HIGHEST POINT OF THE
 NN0694'RIDGE WHICH SLOPES SOUTHEASTWARD INTO THE RIVER VALLEY, 21
 NN0694'FEET SOUTH OF THE FENCE LINE AND WHITE REFERENCE POST, 157
 NN0694'FEET EAST BY SOUTH OF T-FENCE CORNER, IS STAMPED BRISTOW 1940,
 NN0694'AND PROJECTS 4 INCHES.
 NN0694'
 NN0694'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION ON SLOPE
 NN0694'OF RIDGE, ABOUT 5 FEET LOWER THAN STATION, IS STAMPED BRISTOW
 NN0694'NO. 1 1940, AND PROJECTS 4 INCHES.
 NN0694'
 NN0694'REFERENCE MARK NO. 2 IS WEST BY NORTH OF STATION, 1 FOOT NORTH
 NN0694'OF EAST-WEST FENCE LINE, 55 FEET EAST OF T-FENCE CORNER ON
 NN0694'WEST SLOPE OF RIDGE, ABOUT 100 FEET WEST OF HIGH POINT OF
 NN0694'RIDGE, 3 FEET LOWER THAN THE STATION MARK, AND IS STAMPED
 NN0694'BRISTOW NO. 2 1940.
 NN0694'
 NN0694'AZIMUTH MARK IS 1.4 MILES NORTHWEST BY NORTH OF STATION, 19
 NN0694'FEET EAST OF CENTERLINE OF COUNTY ROAD, 8 FEET NORTH OF CROSS
 NN0694'FENCE LINE (PROJECTED), 0.05 MILE SOUTH OF T-ROAD INTERSECTION,
 NN0694'20 YARDS NORTH OF BREAK IN ROAD GRADE, 4 FEET SOUTH OF WHITE
 NN0694'REFERENCE POST, 1 FOOT WEST OF NORTH-SOUTH-RIGHT-OF-WAY
 NN0694'FENCE, IS STAMPED BRISTOW 1940, AND PROJECTS 6 INCHES.
 NN0694'
 NN0694'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NN0694'AS DESCRIBED.
 NN0694'
 NN0694'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NN0694
 NN0694                          STATION RECOVERY (1961)
 NN0694
 NN0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 NN0694'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 NN0694'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 NN0694'TO REACH.  A NEW TO REACH FOLLOWS.
 NN0694'
 NN0694'TO REACH THE STATION FROM THE SPENCER STATE BANK IN SPENCER,
 NN0694'GO SOUTH AND EAST ON U.S. HIGHWAY NO. 281 AND STATE HIGHWAY
 NN0694'NO. 12 FOR 3.4 MILES TO THEIR JUNCTION.  TURN RIGHT AND GO
 NN0694'SOUTH ON U.S. HIGHWAY NO. 281 FOR 1.55 MILE TO A CROSSROAD.
 NN0694'TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.4 MILE TO A T-ROAD
 NN0694'INTERSECTION.  TURN RIGHT AND GO SOUTH ON A GRADED ROAD FOR
 NN0694'0.05 MILE TO THE AZIMUTH MARK ON THE EAST SIDE OF ROAD.
 NN0694'CONTINUE SOUTH ON GRADED ROAD FOR 0.95 MILE TO A POINT WHERE
 NN0694'THE ROAD TURNS LEFT AT A CEMETERY ON THE RIGHT.  TURN LEFT
 NN0694'AND GO EAST ON A GRADED ROAD FOR 0.6 MILE TO A WIRE GATE ON
 NN0694'THE SOUTH SIDE OF ROAD.  TURN RIGHT AND GO SOUTHEAST ACROSS
 NN0694'A PASTURE FOR 0.2 MILE TO AN EAST-WEST FENCE AND STATION
 NN0694'SITE ON THE SOUTH SIDE OF FENCE.
 NN0694
 NN0694                          STATION RECOVERY (1963)
 NN0694
 NN0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 NN0694'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 NN0694'CONDITION.
 NN0694
 NN0694                          STATION RECOVERY (1973)
 NN0694
 NN0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NN0694'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 NN0694'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1392 ***********************************************************************
 LF1392  DESIGNATION -  BROCK MUNICIPAL TANK
 LF1392  PID         -  LF1392
 LF1392  STATE/COUNTY-  NE/NEMAHA
 LF1392  USGS QUAD   -  BROCK (1966)
 LF1392
 LF1392                         *CURRENT SURVEY CONTROL
 LF1392  ___________________________________________________________________
 LF1392* NAD 83(1995)-  40 28 30.75757(N)    095 57 33.33822(W)     ADJUSTED  
 LF1392* NAVD 88     -                                                        
 LF1392  ___________________________________________________________________
 LF1392  LAPLACE CORR-          -7.45  (seconds)                    DEFLEC99
 LF1392  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LF1392
 LF1392  HORZ ORDER  -  THIRD
 LF1392
 LF1392.The horizontal coordinates were established by classical geodetic methods
 LF1392.and adjusted by the National Geodetic Survey in August 1997..
 LF1392
 LF1392
 LF1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1392
 LF1392.The geoid height was determined by GEOID03.
 LF1392
 LF1392;                    North         East     Units Scale Factor Converg.
 LF1392;SPC NE       -    79,272.321   842,463.727   MT  0.99981889   +2 40 40.0
 LF1392;UTM  15      - 4,484,710.322   249,140.406   MT  1.00037470   -1 55 18.9
 LF1392;UTM  14      - 4,484,945.328   757,767.650   MT  1.00041796   +1 58 29.6
 LF1392
 LF1392                          SUPERSEDED SURVEY CONTROL
 LF1392
 LF1392  NAD 83(1986)-  40 28 30.76428(N)    095 57 33.33320(W) AD(       ) 4
 LF1392  NAD 27      -  40 28 30.76700(N)    095 57 32.31800(W) AD(       ) 3
 LF1392
 LF1392.Superseded values are not recommended for survey control.
 LF1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1392.See file dsdata.txt to determine how the superseded data were derived.
 LF1392
 LF1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE4914084710(NAD 83)
 LF1392_MARKER: 51 = TANK
 LF1392
 LF1392  HISTORY     - Date     Condition        Report By
 LF1392  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1392
 LF1392                          STATION DESCRIPTION
 LF1392
 LF1392'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0118 ***********************************************************************
 NP0118  DESIGNATION -  BROWN
 NP0118  PID         -  NP0118
 NP0118  STATE/COUNTY-  NE/BOX BUTTE
 NP0118  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0118
 NP0118                         *CURRENT SURVEY CONTROL
 NP0118  ___________________________________________________________________
 NP0118* NAD 83(1995)-  42 01 06.77035(N)    102 56 14.80309(W)     ADJUSTED  
 NP0118* NAVD 88     -      1228.918  (meters)    4031.88   (feet)  ADJUSTED  
 NP0118  ___________________________________________________________________
 NP0118  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 NP0118  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 NP0118  DYNAMIC HT  -        1228.178 (meters)    4029.45  (feet)  COMP
 NP0118  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 NP0118
 NP0118  HORZ ORDER  -  THIRD
 NP0118  VERT ORDER  -  FIRST     CLASS II
 NP0118
 NP0118.The horizontal coordinates were established by classical geodetic methods
 NP0118.and adjusted by the National Geodetic Survey in August 1997..
 NP0118
 NP0118.The orthometric height was determined by differential leveling
 NP0118.and adjusted by the National Geodetic Survey in June 1991..
 NP0118
 NP0118.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0118
 NP0118.The geoid height was determined by GEOID03.
 NP0118
 NP0118.The dynamic height is computed by dividing the NAVD 88
 NP0118.geopotential number by the normal gravity value computed on the
 NP0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0118.degrees latitude (g = 980.6199 gals.).
 NP0118
 NP0118.The modeled gravity was interpolated from observed gravity values.
 NP0118
 NP0118;                    North         East     Units Scale Factor Converg.
 NP0118;SPC NE       -   246,748.904   256,821.233   MT  0.99969857   -1 56 47.9
 NP0118;UTM  13      - 4,653,893.448   670,770.162   MT  0.99995885   +1 22 51.4
 NP0118
 NP0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0118!SPC NE       -   0.99981024  x   0.99969857  =   0.99950887
 NP0118!UTM  13      -   0.99981024  x   0.99995885  =   0.99976910
 NP0118
 NP0118:                Primary Azimuth Mark                     Grid Az
 NP0118:SPC NE       -  ALLIANCE MUNICIPAL TANK                  028 55 11.6
 NP0118:UTM  13      -  ALLIANCE MUNICIPAL TANK                  025 35 32.3
 NP0118
 NP0118|---------------------------------------------------------------------|
 NP0118| PID    Reference Object                     Distance      Geod. Az  |
 NP0118|                                                           dddmmss.s |
 NP0118| NP0650 ALLIANCE MUNICIPAL TANK             APPROX.11.0 KM 0265823.7 |
 NP0118| CP8871 BROWN AZ MK                                        0310941.1 |
 NP0118| CP8872 BROWN AZ MK RESET                                  0330543.8 |
 NP0118| NP0119 BROWN RM 1                            7.351 METERS 05736     |
 NP0118| NP0117 BROWN RM 2                            6.980 METERS 18700     |
 NP0118|---------------------------------------------------------------------|
 NP0118
 NP0118                          SUPERSEDED SURVEY CONTROL
 NP0118
 NP0118  NAD 83(1995)-  42 01 06.77002(N)    102 56 14.80329(W) AD(       ) 3
 NP0118  NAD 83(1986)-  42 01 06.76704(N)    102 56 14.80201(W) AD(       ) 3
 NP0118  NAD 27      -  42 01 06.88300(N)    102 56 13.08100(W) AD(       ) 3
 NP0118  NGVD 29 (??/??/92) 1228.317  (m)         4029.90   (f) ADJ UNCH    1 2
 NP0118
 NP0118.Superseded values are not recommended for survey control.
 NP0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0118.See file dsdata.txt to determine how the superseded data were derived.
 NP0118
 NP0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7077053893(NAD 83)
 NP0118_MARKER: DS = TRIANGULATION STATION DISK
 NP0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0118_SP_SET: CONCRETE POST
 NP0118_STAMPING: BROWN 1946
 NP0118_MARK LOGO: CGS   
 NP0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0118+STABILITY: SURFACE MOTION
 NP0118
 NP0118  HISTORY     - Date     Condition        Report By
 NP0118  HISTORY     - 1946     MONUMENTED       CGS
 NP0118  HISTORY     - 1956     GOOD             CGS
 NP0118  HISTORY     - 1956     GOOD             NGS
 NP0118  HISTORY     - 1958     GOOD             CGS
 NP0118  HISTORY     - 1985     GOOD             NGS
 NP0118
 NP0118                          STATION DESCRIPTION
 NP0118
 NP0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0118'IT IS 6.5 MILES, AIR LINE, SOUTHWEST OF ALLIANCE, 13.5 MILES,
 NP0118'AIR LINE, SOUTH-SOUTHEAST OF BEREA, AND 0.5 MILE NORTH-NORTHEAST
 NP0118'OF LETAN STOCK YARDS ALONG THE CB AND Q RR.  IT IS ON A SMALL
 NP0118'KNOLL BETWEEN STATE HIGHWAY NO. 19 AND THE CB AND Q RR, AND IS
 NP0118'ON THE STATE HIGHWAY PROPERTY, 80 FEET EAST OF THE CENTER LINE
 NP0118'OF STATE HIGHWAY NO. 19, 42 FEET NORTH OF TELEPHONE POLE NO. 58,
 NP0118'AND 15 FEET WEST OF THE WEST EDGE OF A DEEP CUT.  IT PROJECTS 1
 NP0118'INCH AND IS STAMPED BROWN 1946.
 NP0118'
 NP0118'REFERENCE MARK NO. 1 IS DIRECTLY UNDER A TELEPHONE LINE, 57.5
 NP0118'FEET SOUTH OF A TELEPHONE POLE, 6 FEET WEST OF THE WEST EDGE
 NP0118'OF A CUT.  IT IS 1 FOOT BELOW STATION ELEVATION, PROJECTS 3
 NP0118'INCHES AND IS STAMPED BROWN NO 1 1946.
 NP0118'
 NP0118'REFERENCE MARK NO. 2 IS DIRECTLY UNDER A TELEPHONE LINE, 21
 NP0118'FEET NORTH OF TELEPHONE POLE NO. 58 AND 6 FEET WEST OF THE WEST
 NP0118'EDGE OF A CUT.  IT IS SAME ELEVATION AS THE STATION, PROJECTS
 NP0118'1 INCH AND IS STAMPED BROWN NO 2 1946.
 NP0118'
 NP0118'AZIMUTH MARK IS 38 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 NP0118'NO. 19 AND 2.5 FEET EAST OF A WIRE FENCE.  IT PROJECTS ABOUT 2
 NP0118'INCHES AND IS STAMPED BROWN 1946.
 NP0118'
 NP0118'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 19
 NP0118'AND NO. 2, WHICH IS 1.5 MILES WEST OF THE BUSINESS DISTRICT OF
 NP0118'ALLIANCE, GO SOUTH ON STATE HIGHWAY NO. 19 FOR 6.1 MILE TO WHERE
 NP0118'THE HIGHWAY MAKES A SMALL CURVE TO THE RIGHT AND THE STATION
 NP0118'IS ON THE LEFT AS DESCRIBED.
 NP0118'
 NP0118'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 NP0118'HIGHWAY NO. 19 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 NP0118'DESCRIBED.
 NP0118
 NP0118                          STATION RECOVERY (1956)
 NP0118
 NP0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NP0118'6.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0118'RAILROAD FROM THE STATION AT ALLIANCE, 0.2 MILE NORTH OF A ROAD
 NP0118'CROSSING, ON TOP OF A SMALL KNOLL, 80 FEET SOUTHEAST OF THE CENTER
 NP0118'LINE OF STATE HIGHWAY 19, 50.5 FEET WEST OF THE WEST RAIL OF THE
 NP0118'MAIN TRACK, 2.8 FEET SOUTHEAST OF A WITNESS POST, IN THE
 NP0118'SOUTHEAST 1/4 OF SECTION 25, TOWNSHIP 24 NORTH, RANGE 49 WEST, A
 NP0118'TRIANGULATION STATION DISK SET IN THE TOP OF A
 NP0118'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED BROWN
 NP0118'1946.
 NP0118'
 NP0118'BROWN R.M. 1 IS 24.0 FEET NORTHEAST OF TRIANGULATION STATION
 NP0118'BROWN 1946, 40 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, A
 NP0118'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 NP0118'PROJECTS 0.1 FOOT ABOVE THE GROUND, STAMPED BROWN NO 1 1946.
 NP0118'
 NP0118'BROWN R.M. 2 IS 22.9 FEET SOUTHEAST OF TRIANGULATION STATION
 NP0118'BROWN 1946, 40 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, A
 NP0118'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 NP0118'FLUSH WITH THE GROUND, STAMPED BROWN NO 2 1946.
 NP0118
 NP0118                          STATION RECOVERY (1956)
 NP0118
 NP0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 NP0118'6.5 MI SW FROM ALLIANCE.
 NP0118'6.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0118'RAILROAD FROM THE STATION AT ALLIANCE, 0.2 MILE NORTH OF A ROAD
 NP0118'CROSSING, ON TOP OF A SMALL KNOLL, 80 FEET SOUTHEAST OF THE
 NP0118'CENTER LINE OF STATE HIGHWAY 19, 50.5 FEET WEST OF THE WEST RAIL
 NP0118'OF THE MAIN TRACK, 2.8 FEET SOUTHEAST OF A WITNESS POST, SET IN
 NP0118'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN
 NP0118'THE SOUTHEAST 1/4 OF SECTION 25, TOWNSHIP 24 NORTH, RANGE 49
 NP0118'WEST.
 NP0118
 NP0118                          STATION RECOVERY (1958)
 NP0118
 NP0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 NP0118'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NP0118'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD BEEN
 NP0118'DISPLACED BY ROAD MACHINERY.  THE AZIMUTH MARK WAS RESET AND
 NP0118'THE ANGLE MEASURED FROM THE ALLIANCE, MUNI., WATER TANK.  THE
 NP0118'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THAT THE STATION IS 70
 NP0118'FEET EAST OF THE CENTER OF STATE HIGHWAY 19, 3 FEET EAST OF THE
 NP0118'EAST EDGE OF A CUT, AND 3 FEET SOUTHEAST OF A WHITE WITNESS
 NP0118'POST.  A SHORT DESCRIPTION OF THE AZIMUTH MARK FOLLOWS--
 NP0118'
 NP0118'AZIMUTH MARK (RESET) IS 0.35 MILE NORTH OF THE STATION, 75 FEET
 NP0118'EAST OF THE CENTER OF STATE HIGHWAY 19, 40 FEET WEST OF THE
 NP0118'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AND 3 FEET SOUTH
 NP0118'OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 NP0118'IS STAMPED BROWN 1946 RESET 1958.
 NP0118
 NP0118                          STATION RECOVERY (1985)
 NP0118
 NP0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0118'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0118'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
 NP0118'OMIT--80 FEET SOUTHEAST OF THE HIGHWAY CENTERLINE.  ADD--21.34 METERS
 NP0118'(70 FT) SOUTHEAST OF THE CENTER OF STATE HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0741 ***********************************************************************
 NN0741  DESIGNATION -  BROWN
 NN0741  PID         -  NN0741
 NN0741  STATE/COUNTY-  NE/ROCK
 NN0741  USGS QUAD   -  LAMBS LAKE (1982)
 NN0741
 NN0741                         *CURRENT SURVEY CONTROL
 NN0741  ___________________________________________________________________
 NN0741* NAD 83(1995)-  42 18 50.63637(N)    099 14 38.71766(W)     ADJUSTED  
 NN0741* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 NN0741  ___________________________________________________________________
 NN0741  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 NN0741  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 NN0741
 NN0741  HORZ ORDER  -  SECOND
 NN0741
 NN0741.The horizontal coordinates were established by classical geodetic methods
 NN0741.and adjusted by the National Geodetic Survey in August 1997..
 NN0741
 NN0741.The orthometric height was scaled from a topographic map.
 NN0741
 NN0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0741
 NN0741.The geoid height was determined by GEOID03.
 NN0741
 NN0741;                    North         East     Units Scale Factor Converg.
 NN0741;SPC NE       -   275,706.000   562,303.095   MT  0.99975810   +0 30 03.4
 NN0741;UTM  14      - 4,684,676.377   479,884.893   MT  0.99960498   -0 09 51.5
 NN0741
 NN0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0741!SPC NE       -   0.99988411  x   0.99975810  =   0.99964223
 NN0741!UTM  14      -   0.99988411  x   0.99960498  =   0.99948913
 NN0741
 NN0741|---------------------------------------------------------------------|
 NN0741| PID    Reference Object                     Distance      Geod. Az  |
 NN0741|                                                           dddmmss.s |
 NN0741| CO2346 BROWN RM 1                                         03055     |
 NN0741| CO2347 BROWN RM 2                           21.290 METERS 14150     |
 NN0741| CO2344 BROWN AZ MK                                        1903734.7 |
 NN0741|---------------------------------------------------------------------|
 NN0741
 NN0741                          SUPERSEDED SURVEY CONTROL
 NN0741
 NN0741  NAD 83(1986)-  42 18 50.64154(N)    099 14 38.72793(W) AD(       ) 2
 NN0741  NAD 27      -  42 18 50.63900(N)    099 14 37.33600(W) AD(       ) 2
 NN0741
 NN0741.Superseded values are not recommended for survey control.
 NN0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0741.See file dsdata.txt to determine how the superseded data were derived.
 NN0741
 NN0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM7988584676(NAD 83)
 NN0741_MARKER: DS = TRIANGULATION STATION DISK
 NN0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0741
 NN0741  HISTORY     - Date     Condition        Report By
 NN0741  HISTORY     - 1949     MONUMENTED       CGS
 NN0741
 NN0741                          STATION DESCRIPTION
 NN0741
 NN0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0741'THE STATION IS LOCATED ABOUT 23.0 MILES SOUTH-SOUTHEAST OF
 NN0741'NEWPORT, 16.0 MILES NORTHEAST OF THE ROSE POST OFFICE, 0.75
 NN0741'MILE WEST OF THE ROCK-HOLT COUNTY LINE AND 0.75 MILE NORTHWEST
 NN0741'OF BROWN LAKE ON LAND OWNED BY MR. HEMRY JAHN.  IT IS IN THE
 NN0741'CENTER OF THE HIGHEST HILL IN THE VICINITY, 4 FEET NORTHEAST
 NN0741'OF WITNESS POST.  IT IS STAMPED BROWN 1949 AND PROJECTS 3
 NN0741'INCHES.
 NN0741'
 NN0741'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, ON THE
 NN0741'NORTHEAST SLOPE OF THE HILL AND ABOUT 5 FEET LOWER THAN THE
 NN0741'STATION.  IT IS STAMPED BROWN NO 1 1949 AND PROJECTS 2 INCHES.
 NN0741'
 NN0741'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, ON THE SOUTHEAST
 NN0741'EDGE OF THE TOP OF HILL.  IT IS STAMPED BROWN NO 2 1949 AND
 NN0741'PROJECTS 2 INCHES.
 NN0741'
 NN0741'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, 60 FEET
 NN0741'WEST OF THE WEST END OF GATE, 3 FEET WEST OF WITNESS POST AND
 NN0741'1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED BROWN 1949
 NN0741'AND PROJECTS 1 INCH.
 NN0741'
 NN0741'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NN0741'AND STATE ROUTE 11 IN ATKINSON, GO SOUTH ON STATE ROUTE 11
 NN0741'FOR 6.6 MILES TO FORKS WHERE HIGHWAY BEARS TO THE LEFT, CONTINUE
 NN0741'SOUTH ON RIGHT FORK FOR 0.15 MILE TO T-INTERSECTION, TURN RIGHT
 NN0741'AND GO WEST FOR 7.85 MILES TO T-ROAD LEFT, TURN LEFT AND GO
 NN0741'SOUTH FOR 6.25 MILES TO T-ROAD RIGHT JUST BEFORE REACHING LARGE
 NN0741'BARN ON THE LEFT, CONTINUE SOUTH ON MAIN ROAD FOR 3.35 MILES
 NN0741'TO POINT WHERE MAIN ROAD TURNS RIGHT, TURN RIGHT AND GO WEST
 NN0741'FOR 0.95 MILE TO WIRE GATE AND CATTLE GUARD, CROSS GUARD AND
 NN0741'CONTINUE SOUTHWEST ON TRACK ROAD FOR 0.4 MILE TO FORK, TAKE
 NN0741'LEFT FORK AND CONTINUE ON MAIN TRACK ROAD FOR 0.6 MILE TO WIRE
 NN0741'GATE AND CATTLE GUARD, CROSS GUARD AND CONTINUE WEST FOR
 NN0741'0.6 MILE, TURN LEFT AND GO SOUTH ON MAIN ROAD FOR 0.95
 NN0741'MILE, TURN RIGHT AND GO WEST, SOUTHWEST AND WEST ON TRACK
 NN0741'ROAD FOR 1.85 MILES TO T-ROAD LEFT AT A LARGE MAIL BOX ON
 NN0741'THE LEFT, CONTINUE WEST ON TRACK ROAD FOR 0.6 MILE TO WIRE
 NN0741'GATE AND CATTLE GUARD, CROSS GUARD AND GO NORTHWEST ON TRACK
 NN0741'ROAD FOR 0.25 MILE TO CATTLE GUARD, CROSS GUARD AND GO
 NN0741'WEST AND NORTHWEST ON TRACK ROAD FOR 0.55 MILE TO WIRE GATE
 NN0741'AND CATTLE GUARD, CROSS GUARD AND GO NORTHWEST ON TRACK ROAD
 NN0741'FOR 0.6 MILE TO CATTLE GUARD, CROSS GUARD AND TAKE LEFT
 NN0741'FORK WEST FOR 0.5 MILE TO CATTLE GUARD NORTHEAST OF RANCH
 NN0741'HOUSE, CROSS GUARD AND PASS TO THE LEFT OF HOUSE AND BARN
 NN0741'FOR 0.15 MILE TO WIRE GATE EAST OF CORRAL, GO THROUGH
 NN0741'GATE, TURN RIGHT AND GO WEST, NORTHWEST AND WEST ON TRACK
 NN0741'ROAD FOR 0.7 MILE TO CATTLE GUARD, CROSS GUARD THEN TURN
 NN0741'RIGHT AND GO NORTH ON TRACK ROAD FOR 0.4 MILE TO POINT
 NN0741'WEST OF WINDMILL, LEAVE TRACK ROAD AND PICK WAY NORTHERLY FOR
 NN0741'0.45 MILE TO WIRE GATE IN EAST-WEST FENCE LINE AND AZIMUTH
 NN0741'MARK JUST WEST AS DESCRIBED, GO THROUGH GATE AND PICK ROAD
 NN0741'NORTHERLY FOR 0.8 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 NN0741'
 NN0741'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'A 47 FOOT SIGNAL AT STATION JOSIE IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'A 4 FOOT SIGNAL AT STATION ROSE HILL IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'A 4 FOOT SIGNAL AT STATION SHAW IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'A 74 FOOT SIGNAL AT STATION BLAINE 1934 IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'A 4 FOOT SIGNAL AT STATION KRYSL IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'A 4 FOOT SIGNAL AT STATION TONOWANDA IS VISIBLE AT 4 FEET.
 NN0741'
 NN0741'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0773 ***********************************************************************
 NN0773  CBN         -  This is a Cooperative Base Network Control Station.
 NN0773  DESIGNATION -  BROWN
 NN0773  PID         -  NN0773
 NN0773  STATE/COUNTY-  NE/BROWN
 NN0773  USGS QUAD   -  RAVEN (1982)
 NN0773
 NN0773                         *CURRENT SURVEY CONTROL
 NN0773  ___________________________________________________________________
 NN0773* NAD 83(1995)-  42 17 13.27696(N)    099 52 02.28697(W)     ADJUSTED  
 NN0773* NAVD 88     -       820.4    (meters)    2692.     (feet)  GPS OBS   
 NN0773  ___________________________________________________________________
 NN0773  X           -    -809,913.719 (meters)                     COMP
 NN0773  Y           -  -4,656,284.161 (meters)                     COMP
 NN0773  Z           -   4,269,779.669 (meters)                     COMP
 NN0773  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 NN0773  ELLIP HEIGHT-         798.12  (meters)          (09/24/01) GPS OBS
 NN0773  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 NN0773
 NN0773  HORZ ORDER  -  B
 NN0773  ELLP ORDER  -  FOURTH    CLASS I
 NN0773
 NN0773.The horizontal coordinates were established by GPS observations
 NN0773.and adjusted by the National Geodetic Survey in June 1996..
 NN0773
 NN0773.The orthometric height was determined by GPS observations and a
 NN0773.high-resolution geoid model.
 NN0773
 NN0773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0773
 NN0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0773
 NN0773.The ellipsoidal height was determined by GPS observations
 NN0773.and is referenced to NAD 83.
 NN0773
 NN0773.The geoid height was determined by GEOID03.
 NN0773
 NN0773;                    North         East     Units Scale Factor Converg.
 NN0773;SPC NE       -   272,438.717   510,941.868   MT  0.99975154   +0 05 16.6
 NN0773;UTM  14      - 4,682,008.832   428,495.539   MT  0.99966291   -0 35 00.9
 NN0773
 NN0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0773!SPC NE       -   0.99987484  x   0.99975154  =   0.99962641
 NN0773!UTM  14      -   0.99987484  x   0.99966291  =   0.99953779
 NN0773
 NN0773:                Primary Azimuth Mark                     Grid Az
 NN0773:SPC NE       -  BROWN AZ MK                              000 56 06.2
 NN0773:UTM  14      -  BROWN AZ MK                              001 36 23.7
 NN0773
 NN0773|---------------------------------------------------------------------|
 NN0773| PID    Reference Object                     Distance      Geod. Az  |
 NN0773|                                                           dddmmss.s |
 NN0773| CO2344 BROWN AZ MK                                        0010122.8 |
 NN0773| CO2345 BROWN AZ MK RESET                                  0032240.8 |
 NN0773| CO2346 BROWN RM 1                           30.078 METERS 05021     |
 NN0773| CO2347 BROWN RM 2                            5.697 METERS 17241     |
 NN0773| CO2348 BROWN RM 3                            6.035 METERS 34833     |
 NN0773|---------------------------------------------------------------------|
 NN0773
 NN0773                          SUPERSEDED SURVEY CONTROL
 NN0773
 NN0773  ELLIP H (06/25/96)  798.18   (m)                       GP(       ) 1 1
 NN0773  NAD 83(1986)-  42 17 13.27588(N)    099 52 02.29668(W) AD(       ) 3
 NN0773  NAD 27      -  42 17 13.28600(N)    099 52 00.83700(W) AD(       ) 3
 NN0773
 NN0773.Superseded values are not recommended for survey control.
 NN0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0773.See file dsdata.txt to determine how the superseded data were derived.
 NN0773
 NN0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM2849682009(NAD 83)
 NN0773_MARKER: DS = TRIANGULATION STATION DISK
 NN0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0773_STAMPING: BROWN 1949
 NN0773_MARK LOGO: CGS   
 NN0773_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NN0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0773+STABILITY: SURFACE MOTION
 NN0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0773+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1995
 NN0773
 NN0773  HISTORY     - Date     Condition        Report By
 NN0773  HISTORY     - 1949     MONUMENTED       CGS
 NN0773  HISTORY     - 1962     GOOD             CGS
 NN0773  HISTORY     - 19950524 GOOD             NGS
 NN0773
 NN0773                          STATION DESCRIPTION
 NN0773
 NN0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0773'THE STATION IS LOCATED ABOUT 18.0 MILES SOUTH OF AINSWORTH
 NN0773'AND 7-1/4 MILES NORTH OF THE CALAMUS RIVER ON THE WEST
 NN0773'RIGHT-OF-WAY OF STATE ROUTE NO 7.  IT IS 35 FEET WEST OF
 NN0773'THE CENTER OF STATE ROUTE NO 7, 4 FEET EAST OF WITNESS POST
 NN0773'AND 4-1/2 FEET EAST OF TRIANGULAR BLAZED TELEPHONE POLE.
 NN0773'IT IS STAMPED BROWN 1949 AND PROJECTS 2 INCHES.
 NN0773'
 NN0773'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 35 FEET EAST
 NN0773'OF THE CENTER OF STATE ROUTE NO 7 AND 1 FOOT EAST OF NORTH-SOUTH
 NN0773'FENCE LINE.  IT IS STAMPED BROWN NO 1 1949 AND PROJECTS 3
 NN0773'INCHES.
 NN0773'
 NN0773'REFERENCE MARK NO 2 IS SOUTH-SOUTHEAST OF THE STATION, 33
 NN0773'FEET WEST OF THE CENTER OF STATE ROUTE NO 7.  IT IS STAMPED
 NN0773'BROWN NO 2 1949 AND PROJECTS 3 INCHES.
 NN0773'
 NN0773'THE AZIMUTH MARK IS ABOUT 0.65 MILE NORTH OF THE STATION, 35
 NN0773'FEET EAST OF THE CENTER OF STATE ROUTE NO 7, 3 FEET SOUTH
 NN0773'OF WITNESS POST AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.
 NN0773'IT IS STAMPED BROWN 1949 AND PROJECTS 3 INCHES.
 NN0773'
 NN0773'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0773'GO SOUTH ON STATE ROUTE NO 7 FOR 17.7 MILES TO THE AZIMUTH
 NN0773'MARK ON THE EAST SIDE AS DESCRIBED, CONTINUE SOUTH ON STATE ROUTE
 NN0773'NO 7 FOR 0.65 MILE TO THE STATION ON THE WEST SIDE AS DESCRIBED.
 NN0773'
 NN0773'A 4 FOOT SIGNAL AT STATION ROUND IS VISIBLE AT 4 FEET
 NN0773'
 NN0773'A 74 FOOT SIGNAL AT STATION MIDVALE IS VISIBLE AT 4 FEET.
 NN0773'
 NN0773'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 NN0773
 NN0773                          STATION RECOVERY (1962)
 NN0773
 NN0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NN0773'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NN0773'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG NEBRASKA
 NN0773'STATE HIGHWAY 7 WILL DESTROY THE AZIMUTH MARK AND REFERENCE
 NN0773'MARK NO. 1.  THEY WERE MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 NN0773'
 NN0773'STATION IS LOCATED ABOUT 18 MILES SOUTH OF AINSWORTH, 7 AND
 NN0773'1/4 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE CALAMUS RIVER
 NN0773'BRIDGE, AND 0.8 MILE NORTH ALONG STATE HIGHWAY 7 FROM THE
 NN0773'RAVEN SCHOOL DISTRICT NO. 3 SCHOOLHOUSE ON THE EAST SIDE OF
 NN0773'THE HIGHWAY, STATION MARK IS 117 FEET WEST OF THE CENTERLINE
 NN0773'OF NEW STATE HIGHWAY 7, 20 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 NN0773'POLE, AND 4 FEET EAST-SOUTHEAST OF A WHITE WITNESS POST.  THE
 NN0773'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 NN0773'DISK IS STAMPED BROWN 1949.  STATION AND UNDERGROUND MARKS
 NN0773'ARE DESCRIBED.
 NN0773'
 NN0773'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0773'GO SOUTH ON STATE HIGHWAY 7 FOR 17.7 MILES TO THE AZIMUTH
 NN0773'MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON STATE HIGHWAY
 NN0773'7 FOR 0.7 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 NN0773'
 NN0773'REFERENCE MARK NO. 2 IS 18.69 FEET SOUTH-SOUTHEAST OF THE
 NN0773'STATION, AND 114 FEET WEST OF THE CENTERLINE OF NEW STATE
 NN0773'HIGHWAY 7.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 NN0773'AND THE DISK IS STAMPED BROWN 1949 NO 2.
 NN0773'
 NN0773'REFERENCE MARK NO. 3 IS 19.80 FEET NORTH-NORTHWEST OF THE
 NN0773'STATION, 120 FEET WEST OF THE CENTERLINE OF NEW STATE HIGHWAY
 NN0773'7 AND 2.5 FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 NN0773'4 INCHES AND THE DISK IS STAMPED BROWN NO 3 1949.
 NN0773'
 NN0773'AZIMUTH MARK RESET IS 0.7 MILE NORTH OF THE STATION, 119 FEET
 NN0773'EAST OF THE CENTER OF STATE HIGHWAY 7, 45 FEET SOUTH OF A
 NN0773'FENCE T-INTERSECTION, 16 FEET SOUTH OF A SOUTH GATE POST,
 NN0773'2 FEET SOUTH OF A WHITE WITNESS POST, AND 1 FOOT WEST OF A
 NN0773'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NN0773'BROWN 1949 RESET 1962.
 NN0773'
 NN0773'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0773
 NN0773                          STATION RECOVERY (1995)
 NN0773
 NN0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0773'THE MARK IS LOCATED ABOUT 18.75 MI (30.17 KM) SOUTH OF AINSWORTH, 7.5
 NN0773'MI (12.1 KM) NORTH OF THE CALAMUS RIVER, ABOUT 400 FT (121.9 M)
 NN0773'SOUTH-SOUTHEAST OF A NEW SCHOOL BUILDING, ON THE WEST RIGHT-OF-WAY OF
 NN0773'STATE HIGHWAY 7, 0.4 MI (0.6 KM) NORTH OF ROAD LEADING WEST TO WILLOW
 NN0773'LAKE, LONG LAKE RECREATION AREA AND ELSMERE, AND NEAR THE NORTH 1/4
 NN0773'CORNER, SEC27, T27N, R22W.  TO REACH THE MARK FROM THE JUNCTION OF
 NN0773'U.S. HIGHWAY 20 AND STATE HIGHWAY 7, 4TH AND MAIN STREETS, IN
 NN0773'AINSWORTH, GO SOUTH ON MAIN STREET AND HIGHWAY 7 FOR 18.70 MI (30.09
 NN0773'KM) TO THE SCHOOL AND THE MARK ON THE RIGHT, AT A PAVED DRIVE.  THE
 NN0773'DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 NN0773'ABOUT 0.2 FT (6.1 CM) ABOVE THE GROUND.  IT IS 116.0 FT (35.4 M) WEST
 NN0773'OF THE CENTERLINE OF THE HIGHWAY, 92.0 FT (28.0 M) SOUTH OF THE
 NN0773'CENTERLINE OF THE DRIVE, 52.8 FT (16.1 M) SOUTH-SOUTHEAST OF THE SOUTH
 NN0773'GATEPOST OF A GATE INTO A PASTURE, 34.6 FT (10.5 M) SOUTH-SOUTHEAST OF
 NN0773'A METAL UNDERGROUND CABLE WARNING POST, 6.9 FT (2.1 M) NORTHEAST OF A
 NN0773'UTILITY POLE, 6.5 FT (2.0 M) EAST OF THE WEST RIGHT-OF-WAY FENCE, 3.8
 NN0773'FT (1.2 M) EAST-SOUTHEAST OF A WITNESS POST AND ABOUT LEVEL WITH THE
 NN0773'HIGHWAY.  REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1172 ***********************************************************************
 LH1172  DESIGNATION -  BROWN
 LH1172  PID         -  LH1172
 LH1172  STATE/COUNTY-  NE/NUCKOLLS
 LH1172  USGS QUAD   -  BOSTWICK (1974)
 LH1172
 LH1172                         *CURRENT SURVEY CONTROL
 LH1172  ___________________________________________________________________
 LH1172* NAD 83(1995)-  40 00 08.63107(N)    098 09 52.94639(W)     ADJUSTED  
 LH1172* NAVD 88     -       526.     (meters)    1726.     (feet)  SCALED    
 LH1172  ___________________________________________________________________
 LH1172  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 LH1172  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 LH1172
 LH1172  HORZ ORDER  -  SECOND
 LH1172
 LH1172.The horizontal coordinates were established by classical geodetic methods
 LH1172.and adjusted by the National Geodetic Survey in August 1997..
 LH1172
 LH1172.The orthometric height was scaled from a topographic map.
 LH1172
 LH1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1172
 LH1172.The geoid height was determined by GEOID03.
 LH1172
 LH1172;                    North         East     Units Scale Factor Converg.
 LH1172;SPC NE       -    20,435.724   656,705.299   MT  0.99999892   +1 12 58.5
 LH1172;SPC KS N     -   185,308.847   385,934.902   MT  1.00004289   -0 06 15.2
 LH1172;UTM  14      - 4,428,357.416   571,298.282   MT  0.99966258   +0 32 13.1
 LH1172
 LH1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1172!SPC NE       -   0.99992155  x   0.99999892  =   0.99992047
 LH1172!SPC KS N     -   0.99992155  x   1.00004289  =   0.99996443
 LH1172!UTM  14      -   0.99992155  x   0.99966258  =   0.99958415
 LH1172
 LH1172:                Primary Azimuth Mark                     Grid Az
 LH1172:SPC NE       -  SUPERIOR NEBR CEMENT CO STACK            064 37 03.9
 LH1172:SPC KS N     -  SUPERIOR NEBR CEMENT CO STACK            065 56 17.6
 LH1172:UTM  14      -  SUPERIOR NEBR CEMENT CO STACK            065 17 49.3
 LH1172
 LH1172|---------------------------------------------------------------------|
 LH1172| PID    Reference Object                     Distance      Geod. Az  |
 LH1172|                                                           dddmmss.s |
 LH1172| LH1170 SUPERIOR NEBR CEMENT CO STACK       APPROX. 5.7 KM 0655002.4 |
 LH1172| LH1169 SUPERIOR MUNICIPAL TANK             APPROX. 9.0 KM 0691751.5 |
 LH1172| CN7975 BROWN RM 1                           10.511 METERS 08804     |
 LH1172| CN7976 BROWN RM 2                           16.126 METERS 18230     |
 LH1172| CN7974 BROWN AZ MK                                        2702351.0 |
 LH1172|---------------------------------------------------------------------|
 LH1172
 LH1172                          SUPERSEDED SURVEY CONTROL
 LH1172
 LH1172  NAD 83(1986)-  40 00 08.63594(N)    098 09 52.94604(W) AD(       ) 2
 LH1172  NAD 27      -  40 00 08.58700(N)    098 09 51.78000(W) AD(       ) 2
 LH1172
 LH1172.Superseded values are not recommended for survey control.
 LH1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1172.See file dsdata.txt to determine how the superseded data were derived.
 LH1172
 LH1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7129828357(NAD 83)
 LH1172_MARKER: DS = TRIANGULATION STATION DISK
 LH1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1172
 LH1172  HISTORY     - Date     Condition        Report By
 LH1172  HISTORY     - 1947     MONUMENTED       CGS
 LH1172
 LH1172                          STATION DESCRIPTION
 LH1172
 LH1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1172'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF SUPERIOR, NEBRASKA
 LH1172'ALONG THE KANSAS-NEBRASKA STATE LINE.  THE MARK, STAMPED BROWN 1947,
 LH1172'IS 31 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST TRACK ROAD, 4
 LH1172'FEET SOUTH OF AN EAST-WEST WIRE FENCE, 3.5 FEET SOUTH OF A WITNESS
 LH1172'POST AND IS SET FLUSH WITH THE GROUND.
 LH1172'
 LH1172'REFERENCE MARK NO. 1, STAMPED BROWN NO 1 1947, IS 32 FEET NORTH OF
 LH1172'THE CENTER LINE OF AN EAST-WEST TRACK ROAD, 3 FEET SOUTH OF AN
 LH1172'EAST-WEST WIRE FENCE AND PROJECTS 3 INCHES.
 LH1172'
 LH1172'REFERENCE MARK NO. 2, STAMPED BROWN NO 2 1947, IS 22 FEET SOUTH OF
 LH1172'THE CENTER LINE OF AN EAST-WEST TRACK ROAD AND PROJECTS 3 INCHES.
 LH1172'
 LH1172'THE AZIMUTH MARK, STAMPED BROWN 1947, IS 0.05 MILE EAST OF A T ROAD
 LH1172'INTERSECTION, 30 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 LH1172'TRACK ROAD, 2 FEET SOUTH OF AN EAST-WEST WIRE FENCE, 2 FEET SOUTH
 LH1172'OF A WITNESS POST AND PROJECTS 5 INCHES.
 LH1172'
 LH1172'TO REACH THE STATION FROM SUPERIOR, NEBRASKA, GO SOUTHERLY ON STATE
 LH1172'HIGHWAY NO. 14 FOR 3.0 MILES TO THE NEBRASKA-KANSAS STATE LINE.
 LH1172'TURN RIGHT, WEST, ALONG THE NEBRASKA-KANSAS STATE LINE ROAD AND GO
 LH1172'2.0 MILES TO A POINT WHERE THE ROAD TURNS RIGHT, NORTH.  TURN
 LH1172'RIGHT AND GO 1.0 MILE TO A CROSS ROAD.  AT THE CROSSROAD, TURN
 LH1172'LEFT, WEST, AND GO 2.0 MILE TO A CROSSROAD.  TURN LEFT,
 LH1172'SOUTH, AND GO 1.0 MILE TO A POINT WHERE THE ROAD TURNS LEFT,
 LH1172'EAST.  TURN LEFT AND GO 0.2 MILES TO THE SUMMIT OF A HIGH HILL AND
 LH1172'T ROAD INTERSECTION.  CONTINUE STRAIGHT AHEAD, EAST, FOR 0.05 MILE
 LH1172'TO AZIMUTH MARK ON LEFT, NORTH SIDE OF ROAD.  CONTINUE
 LH1172'STRAIGHT AHEAD, EAST FOR 0.55 MILES TO THE SUMMIT OF A RIDGE AND
 LH1172'STATION MARK ON THE LEFT, NORTH, SIDE OF ROAD.
 LH1172'
 LH1172'A 74 FOOT SIGNAL AT STATION DARWIN IS VG.
 LH1172'
 LH1172'A 4 FOOT SIGNAL AT STATION CAMPBELL IS VG.
 LH1172'
 LH1172'A 74 FOOT SIGNAL AT STATION SUPERIOR IS VG.
 LH1172'
 LH1172'A 87 FOOT SIGNAL AT STATION HARDY IS VG.
 LH1172'
 LH1172'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1366 ***********************************************************************
 LF1366  DESIGNATION -  BROWN
 LF1366  PID         -  LF1366
 LF1366  STATE/COUNTY-  NE/NEMAHA
 LF1366  USGS QUAD   -  PERU (1966)
 LF1366
 LF1366                         *CURRENT SURVEY CONTROL
 LF1366  ___________________________________________________________________
 LF1366* NAD 83(1995)-  40 24 43.18645(N)    095 40 09.49760(W)     ADJUSTED  
 LF1366* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 LF1366  ___________________________________________________________________
 LF1366  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 LF1366  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LF1366
 LF1366  HORZ ORDER  -  SECOND
 LF1366
 LF1366.The horizontal coordinates were established by classical geodetic methods
 LF1366.and adjusted by the National Geodetic Survey in August 1997..
 LF1366
 LF1366.The orthometric height was scaled from a topographic map.
 LF1366
 LF1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1366
 LF1366.The geoid height was determined by GEOID03.
 LF1366
 LF1366;                    North         East     Units Scale Factor Converg.
 LF1366;SPC NE       -    73,452.515   867,369.801   MT  0.99983910   +2 52 11.8
 LF1366;SPC IA S     -    48,048.045   315,884.079   MT  1.00004242   -1 25 44.1
 LF1366;SPC MO W     -   471,869.259   750,755.959   MT  1.00006237   -0 45 29.2
 LF1366;UTM  15      - 4,476,907.976   273,510.985   MT  1.00023149   -1 43 52.3
 LF1366
 LF1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1366!SPC NE       -   0.99994965  x   0.99983910  =   0.99978876
 LF1366!SPC IA S     -   0.99994965  x   1.00004242  =   0.99999207
 LF1366!SPC MO W     -   0.99994965  x   1.00006237  =   1.00001202
 LF1366!UTM  15      -   0.99994965  x   1.00023149  =   1.00018113
 LF1366
 LF1366|---------------------------------------------------------------------|
 LF1366| PID    Reference Object                     Distance      Geod. Az  |
 LF1366|                                                           dddmmss.s |
 LF1366| CL6956 BROWN RM 2                           22.212 METERS 07304     |
 LF1366| CL6955 BROWN RM 1                           26.679 METERS 16838     |
 LF1366| CL6954 BROWN AZ MK                                        2162752.6 |
 LF1366| LF1387 MOODY RESET                         APPROX.13.1 KM 2945233.0 |
 LF1366|---------------------------------------------------------------------|
 LF1366
 LF1366                          SUPERSEDED SURVEY CONTROL
 LF1366
 LF1366  NAD 83(1986)-  40 24 43.19277(N)    095 40 09.49301(W) AD(       ) 2
 LF1366  NAD 27      -  40 24 43.18500(N)    095 40 08.52700(W) AD(       ) 2
 LF1366
 LF1366.Superseded values are not recommended for survey control.
 LF1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1366.See file dsdata.txt to determine how the superseded data were derived.
 LF1366
 LF1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7351176908(NAD 83)
 LF1366_MARKER: DS = TRIANGULATION STATION DISK
 LF1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1366
 LF1366  HISTORY     - Date     Condition        Report By
 LF1366  HISTORY     - 1947     MONUMENTED       CGS
 LF1366  HISTORY     - 1963     GOOD             CGS
 LF1366
 LF1366                          STATION DESCRIPTION
 LF1366
 LF1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1366'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTH OF BROWNSVILLE IN
 LF1366'BARNYARD ON HIGH POINT OF RIVER BLUFFS.  IT IS 77.6 FEET NORTHWEST
 LF1366'OF THE NORTHWEST CORNER OF A SMALL BARN, 61.3 FEET EAST OF AN 18
 LF1366'INCH PINE TREE, 11.6 FEET WEST OF A WHITE WITNESS POST AND 12
 LF1366'FEET WEST OF A FENCELINE.  THE MARK IS ABOUT 12 INCHES BELOW THE
 LF1366'SURFACE OF THE GROUND AND THE DISK IS STAMPED BROWN 1947.
 LF1366'
 LF1366'REFERENCE MARK NO. 1 IS 87.53 FEET SOUTH OF THE STATION, 55 FEET
 LF1366'WEST OF THE SOUTHWEST CORNER OF A SMALL BARN, 17 FEET NORTH
 LF1366'OF WEST GATE POST AND IN A FENCELINE.  THE MARK PROJECTS ABOUT
 LF1366'4 INCHES AND THE DISK IS STAMPED BROWN 1947 NO 1.
 LF1366'
 LF1366'REFERENCE MARK NO. 2 IS 72.88 FEET EAST OF THE STATION, 62 FEET
 LF1366'NORTH OF THE NORTHWEST CORNER OF A SMALL BARN, 24 FEET WEST OF A
 LF1366'FENCE CORNER POST AND IN THE FENCELINE.  THE MARK PROJECTS ABOUT
 LF1366'4 INCHES AND THE DISK IS STAMPED BROWN 1947 NO 2.
 LF1366'
 LF1366'THE AZIMUTH MARK IS ABOUT 0.2 MILE WEST-SOUTHWEST OF THE STATION,
 LF1366'52 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WHITE HOUSE,
 LF1366'2 FEET NORTH OF A POWER POLE AND 2 FEET NORTHEAST OF A WHITE
 LF1366'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 LF1366'STAMPED BROWN 1947.
 LF1366'
 LF1366'TO REACH THE STATION FROM THE POST OFFICE IN BROWNSVILLE GO WEST ON
 LF1366'STATE ROUTE 3 FOR 0.3 MILE TO GRAVELED ROAD RIGHT, TURN RIGHT HERE
 LF1366'AND GO 1.1 MILES TO PRIVATE ROAD RIGHT.  TURN RIGHT AND GO 0.2 MILE
 LF1366'TO STATION PASSING TO LEFT OF FARM BUILDINGS AND TO THE RIGHT OF
 LF1366'FENCELINE.  TO REACH AZIMUTH MARK FROM STATION FOLLOW PRIVATE
 LF1366'ROAD FOR 0.2 MILES TO GRAVELED ROAD, TURN LEFT AND GO 0.2 MILE
 LF1366'TO A PRIVATE ROAD RIGHT.  TURN RIGHT HERE AND GO 0.1 MILE TO
 LF1366'MARK ON RIGHT AS DESCRIBED.
 LF1366'
 LF1366'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LF1366
 LF1366                          STATION RECOVERY (1963)
 LF1366
 LF1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LF1366'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LF1366'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH HAD
 LF1366'BEEN DESTROYED.  THERE ARE NEW BUILDINGS NEAR THE SITE OF THE
 LF1366'STATION AND THE REFERENCE MARK NO. 1 OR THE AZIMUTH MARK ARE NOT
 LF1366'VISIBLE FROM THE STATION, SO A NEW REFERENCE MARK WAS NOT
 LF1366'ESTABLISHED AT THIS TIME.  THE STATION MARK IS LOCATED IN A
 LF1366'HOG YARD AND NORTH OF A MACHINE SHED.  A COMPLETE DESCRIPTION
 LF1366'FOLLOWS.
 LF1366'
 LF1366'STATION IS LOCATED ABOUT 1 AND 1/4 MILES NORTH OF BROWNSVILLE IN
 LF1366'A HOGYARD ON THE HIGH POINT OF RIVER BLUFFS ON LAND OWNED BY
 LF1366'HOLMES BROTHERS AND WHICH OVERLOOKS THE MISSOURI RIVER AND THE
 LF1366'BROWNSVILLE BRIDGE OVER THE RIVER, ABOUT 200 FEET NORTH OF A WHITE
 LF1366'SQUARE HOUSE, 77.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LF1366'SMALL RED BARN, 61.3 FEET EAST-NORTHEAST OF A PINE TREE, 24.4 FEET
 LF1366'EAST-NORTHEAST OF THE NORTHWEST CORNER OF A SMALL MACHINE
 LF1366'SHED, 15.3 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE
 LF1366'SAME MACHINE SHED, AND 7.6 FEET NORTH OF THE NORTH SIDE OF
 LF1366'THE SAME SHED.  THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE
 LF1366'OF THE GROUND IN THE HOG YARD AND THE DISK IS STAMPED
 LF1366'BROWN 1947.
 LF1366'
 LF1366'NOTE- THE MACHINE SHED OBSTRUCTS THE VIEW TO THE AZIMUTH AND
 LF1366'REFERENCE MARKS WHICH REMAIN.
 LF1366'
 LF1366'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN OF
 LF1366'BROWNSVILLE, GO WEST ON STATE HIGHWAY 136 FOR 0.3 MILE TO A
 LF1366'GRAVEL ROAD RIGHT.  TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR
 LF1366'0.8 MILE TO ROAD FORKS.  TAKE THE RIGHT FORK AND CONTINUE NORTH
 LF1366'ON THE MAIN GRAVEL ROAD FOR 0.2 MILE TO WHERE THE MAIN ROAD TURNS
 LF1366'RIGHT AND A DRIVEWAY LEADS STRAIGHT AHEAD NORTH TO A SMALL
 LF1366'WHITE HOUSE AND THE AZIMUTH MARK.  TURN RIGHT AND FOLLOW THE
 LF1366'MAIN GRAVELLED ROAD EAST AND NORTH FOR 0.15 MILE TO WHERE THE
 LF1366'MAIN ROAD BEARS LEFT, ANOTHER ROAD TURNS SHARP RIGHT, AND A
 LF1366'PRIVATE DRIVEWAY LEADS STRAIGHT AHEAD UPHILL TO A HOUSE.
 LF1366'TAKE THE PRIVATE DRIVEWAY UPHILL TO THE HOLMES BROTHERS HOUSE FOR
 LF1366'A DISTANCE OF 0.15 MILE AND THE STATION ABOUT 200 FEET
 LF1366'NORTH OF THE HOUSE AS DESCRIBED.
 LF1366'
 LF1366'REFERENCE MARK NO. 1 IS 87.53 FEET SOUTH OF THE STATION, 119 FEET
 LF1366'NORTH OF THE NORTHWEST CORNER OF HOLMES BROS WHITE HOUSE, 92
 LF1366'FEET NORTH OF POWER POLE WITH METER ATTACHED, 79 FEET SOUTH OF THE
 LF1366'NORTHEAST CORNER OF SMALL MACHINE SHED, 52 FEET WEST OF THE
 LF1366'SOUTHWEST CORNER OF NEW ADDITION TO SMALL RED BARN, 6 FEET NORTH
 LF1366'OF THE NORTH ONE OF SIX ELM TREES IN A NORTH-SOUTH ROW, AND 1
 LF1366'FOOT NORTH OF A NEW STEEL WITNESS POST WITH A SIGN.  THE MARK
 LF1366'PROJECTS 2 INCHES AND THE DISK IS STAMPED BROWN NO 1 1947.
 LF1366'
 LF1366'REFERENCE MARK NO. 2 HAS BEEN DESTROYED.
 LF1366'
 LF1366'AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION, 52 FEET SOUTH OF
 LF1366'THE SOUTHWEST OF A SMALL WHITE HOUSE, AND 2 FEET NORTH OF A POWER
 LF1366'POLE.  THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND
 LF1366'AND THE DISK IS STAMPED BROWN 1947.
 LF1366'
 LF1366'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE PRIVATE
 LF1366'DRIVEWAY SOUTH FOR 0.15 MILE TO THE MAIN ROAD.  CONTINUE SOUTH ON
 LF1366'THE MAIN ROAD AND THEN WEST FOR 0.15 MILE TO WHERE MAIN ROAD
 LF1366'TURNS SOUTH AGAIN AND A PRIVATE DRIVEWAY ON THE RIGHT.  TURN
 LF1366'RIGHT INTO DRIVEWAY AND GO NORTH FOR 0.05 MILE TO WHITE HOUSE AND
 LF1366'THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2068 ***********************************************************************
 MK2068  DESIGNATION -  BROWN
 MK2068  PID         -  MK2068
 MK2068  STATE/COUNTY-  NE/SAUNDERS
 MK2068  USGS QUAD   -  WAHOO EAST (1983)
 MK2068
 MK2068                         *CURRENT SURVEY CONTROL
 MK2068  ___________________________________________________________________
 MK2068* NAD 83(1995)-  41 08 09.20301(N)    096 37 12.51898(W)     ADJUSTED  
 MK2068* NAVD 88     -       412.     (meters)    1352.     (feet)  SCALED    
 MK2068  ___________________________________________________________________
 MK2068  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 MK2068  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 MK2068
 MK2068  HORZ ORDER  -  SECOND
 MK2068
 MK2068.The horizontal coordinates were established by classical geodetic methods
 MK2068.and adjusted by the National Geodetic Survey in August 1997..
 MK2068
 MK2068.The orthometric height was scaled from a topographic map.
 MK2068
 MK2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2068
 MK2068.The geoid height was determined by GEOID03.
 MK2068
 MK2068;                    North         East     Units Scale Factor Converg.
 MK2068;SPC NE       -   150,161.780   783,616.706   MT  0.99967932   +2 14 23.4
 MK2068;UTM  14      - 4,556,572.113   699,745.717   MT  1.00009107   +1 33 58.0
 MK2068
 MK2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2068!SPC NE       -   0.99993956  x   0.99967932  =   0.99961890
 MK2068!UTM  14      -   0.99993956  x   1.00009107  =   1.00003062
 MK2068
 MK2068:                Primary Azimuth Mark                     Grid Az
 MK2068:SPC NE       -  MOSQUITO                                 102 38 04.1
 MK2068:UTM  14      -  MOSQUITO                                 103 18 29.5
 MK2068
 MK2068|---------------------------------------------------------------------|
 MK2068| PID    Reference Object                     Distance      Geod. Az  |
 MK2068|                                                           dddmmss.s |
 MK2068| MK2072 MOSQUITO                            APPROX. 7.8 KM 1045227.5 |
 MK2068| CL6957 BROWN RM 1                           12.665 METERS 17817     |
 MK2068| CL6958 BROWN RM 2                           51.200 METERS 29221     |
 MK2068|---------------------------------------------------------------------|
 MK2068
 MK2068                          SUPERSEDED SURVEY CONTROL
 MK2068
 MK2068  NAD 83(1986)-  41 08 09.21513(N)    096 37 12.52260(W) AD(       ) 2
 MK2068  NAD 27      -  41 08 09.19905(N)    096 37 11.43030(W) AD(       ) 2
 MK2068
 MK2068.Superseded values are not recommended for survey control.
 MK2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2068.See file dsdata.txt to determine how the superseded data were derived.
 MK2068
 MK2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9974656572(NAD 83)
 MK2068_MARKER: DD = SURVEY DISK
 MK2068_SETTING: 0 = UNSPECIFIED SETTING
 MK2068
 MK2068  HISTORY     - Date     Condition        Report By
 MK2068  HISTORY     - 1967     MONUMENTED       USGS
 MK2068
 MK2068                          STATION DESCRIPTION
 MK2068
 MK2068'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2068'THE STATION IS LOCATED APPROX. 5.0 MI S. OF WAHOO, T. 14 N.,
 MK2068'R. 7 E., NEAR THE COR. OF SECS. 3, 4, 33, AND 34, IN CENTER OF
 MK2068'OPEN SIDE YARD, 43 FT N. OF CORRAL FENCE AND CATTLE RUN, 68 FT
 MK2068'S. OF 24-IN. ELM TREE, 218 FT E. OF CENTER OF HWY. 77, 54 FT
 MK2068'SE. OF SE. CORNER OF GARAGE.
 MK2068'
 MK2068'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2068'6TH ST. FOR 0.2 MI TO HWY. 92, TURN LEFT (S.) AND GO 0.3 MI ALONG
 MK2068'HWY. 92 TO JCT. OF HWY. 92 AND HWY. 77, CONTINUE S. ON HWY. 77
 MK2068'FOR 5.0 MI TO VILLAGE OF SWEDESBURG, AT FARM OF MR. BROWN.
 MK2068'
 MK2068'ALL MARKS ARE FLSUH WITH THE GROUND.  STANDARD TABLET CRIMPED ON
 MK2068'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN.
 MK2068'LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2068'
 MK2068'THE STATION MARK IS STAMPED ET BROWN 1967.
 MK2068'
 MK2068'REFERENCE MARK 1 IS S. OF THE STATION, 2 FT N. OF CORRAL FENCE AND
 MK2068'CATTLE RUN, 50 FT E. OF CATTLE CHUTE, 217 FT E. OF CENTER OF HWY.
 MK2068'77, AND STAMPED BROWN NO 1 1967.
 MK2068'
 MK2068'REFERENCE MARK 2 IS W. OF THE STATION, 51 FT E. OF CENTER OF
 MK2068'HWY. 77, 3 FT S. OF TELEPHONE POLE, 98 FT N. OF CENTER OF DRIVEWAY
 MK2068'E..  STAMPED BROWN NO 2 1967.
 MK2068'
 MK2068'AZIMUTH MARK LOCATED APPROX. 5.0 MI N. OF STATION IN TOWN OF
 MK2068'WAHOO, CENTER OF SILVER DOME TOP OF COURTHOUSE IN WAHOO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0119 ***********************************************************************
 NP0119  DESIGNATION -  BROWN RM 1
 NP0119  PID         -  NP0119
 NP0119  STATE/COUNTY-  NE/BOX BUTTE
 NP0119  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0119
 NP0119                         *CURRENT SURVEY CONTROL
 NP0119  ___________________________________________________________________
 NP0119* NAD 83(1986)-  42 01 06.     (N)    102 56 15.     (W)     SCALED    
 NP0119* NAVD 88     -      1228.662  (meters)    4031.04   (feet)  POSTED    
 NP0119  ___________________________________________________________________
 NP0119  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 NP0119  DYNAMIC HT  -        1227.920 (meters)    4028.60  (feet)  COMP
 NP0119  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 NP0119
 NP0119  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NP0119
 NP0119.The horizontal coordinates were scaled from a topographic map and have
 NP0119.an estimated accuracy of +/- 6 seconds.
 NP0119
 NP0119.The orthometric height was determined by differential leveling
 NP0119.and adjusted by the National Geodetic Survey in 1992..
 NP0119.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NP0119.rate of 3.1 thru 4.0 mm/km.
 NP0119
 NP0119.The geoid height was determined by GEOID03.
 NP0119
 NP0119.The dynamic height is computed by dividing the NAVD 88
 NP0119.geopotential number by the normal gravity value computed on the
 NP0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0119.degrees latitude (g = 980.6199 gals.).
 NP0119
 NP0119.The modeled gravity was interpolated from observed gravity values.
 NP0119
 NP0119;                    North         East    Units  Estimated Accuracy
 NP0119;SPC NE       -   246,730.      256,820.      MT  (+/- 180 meters Scaled)
 NP0119
 NP0119                          SUPERSEDED SURVEY CONTROL
 NP0119
 NP0119  NGVD 29 (??/??/92) 1228.061  (m)         4029.06   (f) ADJ UNCH    1 2
 NP0119
 NP0119.Superseded values are not recommended for survey control.
 NP0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0119.See file dsdata.txt to determine how the superseded data were derived.
 NP0119
 NP0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG707538(NAD 83)
 NP0119_MARKER: DR = REFERENCE MARK DISK
 NP0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0119_SP_SET: CONCRETE POST
 NP0119_STAMPING: BROWN NO 1 1946
 NP0119_MARK LOGO: CGS   
 NP0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0119+STABILITY: SURFACE MOTION
 NP0119
 NP0119  HISTORY     - Date     Condition        Report By
 NP0119  HISTORY     - 1946     MONUMENTED       CGS
 NP0119  HISTORY     - 1956     GOOD             NGS
 NP0119  HISTORY     - 1985     GOOD             NGS
 NP0119
 NP0119                          STATION DESCRIPTION
 NP0119
 NP0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0119'6.5 MI SW FROM ALLIANCE.
 NP0119'6.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0119'RAILROAD FROM THE STATION AT ALLIANCE, 0.2 MILE NORTH OF A
 NP0119'ROAD CROSSING, ON TOP OF A SMALL KNOLL, 40 FEET WEST OF THE WEST
 NP0119'RAIL OF THE MAIN TRACK, 24.0 FEET NORTHEAST OF TRIANGULATION
 NP0119'STATION BROWN 1946, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0119'PROJECTS 0.1 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF
 NP0119'SECTION 25, TOWNSHIP 24 NORTH, RANGE 49 WEST.
 NP0119
 NP0119                          STATION RECOVERY (1985)
 NP0119
 NP0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0119'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0119'THE DESCRIBED RAILROAD IS NOW THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0117 ***********************************************************************
 NP0117  DESIGNATION -  BROWN RM 2
 NP0117  PID         -  NP0117
 NP0117  STATE/COUNTY-  NE/BOX BUTTE
 NP0117  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0117
 NP0117                         *CURRENT SURVEY CONTROL
 NP0117  ___________________________________________________________________
 NP0117* NAD 83(1986)-  42 01 06.     (N)    102 56 15.     (W)     SCALED    
 NP0117* NAVD 88     -      1228.918  (meters)    4031.88   (feet)  POSTED    
 NP0117  ___________________________________________________________________
 NP0117  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 NP0117  DYNAMIC HT  -        1228.180 (meters)    4029.45  (feet)  COMP
 NP0117  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 NP0117
 NP0117  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 NP0117
 NP0117.The horizontal coordinates were scaled from a topographic map and have
 NP0117.an estimated accuracy of +/- 6 seconds.
 NP0117
 NP0117.The orthometric height was determined by differential leveling
 NP0117.and adjusted by the National Geodetic Survey in 1992..
 NP0117.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 NP0117.rate greater than 8.0 mm/km.
 NP0117
 NP0117.The geoid height was determined by GEOID03.
 NP0117
 NP0117.The dynamic height is computed by dividing the NAVD 88
 NP0117.geopotential number by the normal gravity value computed on the
 NP0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0117.degrees latitude (g = 980.6199 gals.).
 NP0117
 NP0117.The modeled gravity was interpolated from observed gravity values.
 NP0117
 NP0117;                    North         East    Units  Estimated Accuracy
 NP0117;SPC NE       -   246,730.      256,820.      MT  (+/- 180 meters Scaled)
 NP0117
 NP0117                          SUPERSEDED SURVEY CONTROL
 NP0117
 NP0117  NGVD 29 (??/??/92) 1228.316  (m)         4029.90   (f) ADJ UNCH    1 2
 NP0117
 NP0117.Superseded values are not recommended for survey control.
 NP0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0117.See file dsdata.txt to determine how the superseded data were derived.
 NP0117
 NP0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG707538(NAD 83)
 NP0117_MARKER: DR = REFERENCE MARK DISK
 NP0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0117_SP_SET: CONCRETE POST
 NP0117_STAMPING: BROWN NO 2 1946
 NP0117_MARK LOGO: CGS   
 NP0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0117+STABILITY: SURFACE MOTION
 NP0117
 NP0117  HISTORY     - Date     Condition        Report By
 NP0117  HISTORY     - 1946     MONUMENTED       CGS
 NP0117  HISTORY     - 1956     GOOD             NGS
 NP0117  HISTORY     - 1985     GOOD             NGS
 NP0117
 NP0117                          STATION DESCRIPTION
 NP0117
 NP0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0117'6.5 MI SW FROM ALLIANCE.
 NP0117'6.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0117'RAILROAD FROM THE STATION AT ALLIANCE, 0.2 MILE NORTH OF A ROAD
 NP0117'CROSSING, ON TOP OF A SMALL KNOLL, 40 FEET WEST OF THE WEST
 NP0117'RAIL OF THE MAIN TRACK, 22.9 FEET SOUTHEAST OF TRIANGULATION
 NP0117'STATION BROWN 1946, SET IN THE TOP OF A CONCRETE POST WHICH IS
 NP0117'FLUSH WITH THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 25,
 NP0117'TOWNSHIP 24 NORTH, RANGE 49 WEST.
 NP0117
 NP0117                          STATION RECOVERY (1985)
 NP0117
 NP0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0117'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0117'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.  NOT
 NP0117'LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0516 ***********************************************************************
 LJ0516  DESIGNATION -  BROWNING
 LJ0516  PID         -  LJ0516
 LJ0516  STATE/COUNTY-  NE/CHASE
 LJ0516  USGS QUAD   -  CHASE (1973)
 LJ0516
 LJ0516                         *CURRENT SURVEY CONTROL
 LJ0516  ___________________________________________________________________
 LJ0516* NAD 83(1995)-  40 31 39.71335(N)    101 46 38.24290(W)     ADJUSTED  
 LJ0516* NAVD 88     -      1052.     (meters)    3451.     (feet)  SCALED    
 LJ0516  ___________________________________________________________________
 LJ0516  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LJ0516  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 LJ0516
 LJ0516  HORZ ORDER  -  FIRST
 LJ0516
 LJ0516.The horizontal coordinates were established by classical geodetic methods
 LJ0516.and adjusted by the National Geodetic Survey in August 1997..
 LJ0516
 LJ0516.The orthometric height was scaled from a topographic map.
 LJ0516
 LJ0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0516
 LJ0516.The geoid height was determined by GEOID03.
 LJ0516
 LJ0516;                    North         East     Units Scale Factor Converg.
 LJ0516;SPC NE       -    78,642.998   349,445.376   MT  0.99980302   -1 10 40.1
 LJ0516;UTM  14      - 4,490,035.777   264,751.846   MT  1.00028126   -1 48 20.0
 LJ0516
 LJ0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0516!SPC NE       -   0.99983838  x   0.99980302  =   0.99964144
 LJ0516!UTM  14      -   0.99983838  x   1.00028126  =   1.00011960
 LJ0516
 LJ0516|---------------------------------------------------------------------|
 LJ0516| PID    Reference Object                     Distance      Geod. Az  |
 LJ0516|                                                           dddmmss.s |
 LJ0516| CP6678 BROWNING RM 3                         6.547 METERS 04623     |
 LJ0516| CP6677 BROWNING RM 2                       190.586 METERS 26148     |
 LJ0516| CP6675 BROWNING AZ MK                                     3252513.9 |
 LJ0516| CP6676 BROWNING RM 1                        41.352 METERS 33844     |
 LJ0516|---------------------------------------------------------------------|
 LJ0516
 LJ0516                          SUPERSEDED SURVEY CONTROL
 LJ0516
 LJ0516  NAD 83(1986)-  40 31 39.71291(N)    101 46 38.24256(W) AD(       ) 1
 LJ0516  NAD 27      -  40 31 39.73000(N)    101 46 36.62000(W) AD(       ) 1
 LJ0516
 LJ0516.Superseded values are not recommended for survey control.
 LJ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0516.See file dsdata.txt to determine how the superseded data were derived.
 LJ0516
 LJ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK6475290036(NAD 83)
 LJ0516_MARKER: DS = TRIANGULATION STATION DISK
 LJ0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0516
 LJ0516  HISTORY     - Date     Condition        Report By
 LJ0516  HISTORY     - 1933     MONUMENTED       CGS
 LJ0516  HISTORY     - 1969     GOOD             CGS
 LJ0516  HISTORY     - 1973     GOOD             BOR
 LJ0516  HISTORY     - 1973     MARK NOT FOUND   USGS
 LJ0516
 LJ0516                          STATION DESCRIPTION
 LJ0516
 LJ0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0516'STATION IS ABOUT 7 MILES W OF IMPERIAL IN LOW SAND RIDGE IN
 LJ0516'SW 1/4 SEC. 32, T 7 N, R 39 W, ON LAND OWNED BY HOMER AND
 LJ0516'CALVIN O. BROWNING.  STATION ON APPARENT HIGHEST PART OF LOW
 LJ0516'RIDGE WHICH IS CULTIVATED EXCEPT THE TOP.
 LJ0516'
 LJ0516'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0516'BRONZE DISKS SET IN CONCRETE.
 LJ0516'
 LJ0516'REFERENCE MARK NO. 1 IS N OF STATION ON RIDGE.
 LJ0516'
 LJ0516'REFERENCE MARK NO. 2 IS W OF STATION ON E SIDE OF N AND S
 LJ0516'FARM ROAD.
 LJ0516'
 LJ0516'AZIMUTH MARK IS NW IN CORNER OF FARM FENCE.
 LJ0516'
 LJ0516'ALL MARKS PROJECT ABOUT 4 INCHES.
 LJ0516'
 LJ0516'REACHED FROM IMPERIAL.  BY U.S. HIGHWAY 6 GO W 8 MILES TO
 LJ0516'SCHOOLHOUSE IN SW CORNER OF CROSSROADS.  TURN S 0.6 MILE THEN
 LJ0516'E 0.1 MILE TO STATION.
 LJ0516'
 LJ0516'HEIGHT OF SIGNAL ABOVE STATION MARK - 0.2 METER.
 LJ0516
 LJ0516                          STATION RECOVERY (1969)
 LJ0516
 LJ0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LJ0516'1933 DISTANCE WAS USED, UNABLE TO CHECK THIS DISTANCE DUE TO
 LJ0516'MACHINERY ON LINE WHICH ALSO BLOCKS THE R.M. 1 TO R.M. 3
 LJ0516'MEASUREMENT.
 LJ0516'
 LJ0516'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LJ0516'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED.
 LJ0516'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A NEW
 LJ0516'DESCRIPTION FOLLOWS.
 LJ0516'
 LJ0516'THE STATION IS LOCATED IN THE SW 1/4 SEC. 32, T. 7 N., R. 39 W.,
 LJ0516'ON THE PROPERTY OF BROWNING AND SON, 7 MILES WEST OF IMPERIAL ON
 LJ0516'THE APPARENT HIGHEST PART OF A LOW RIDGE WHICH IS CULTIVATED EXCEPT
 LJ0516'THE TOP.
 LJ0516'
 LJ0516'TO REACH THE STATION FROM THE COURTHOUSE IN IMPERIAL, GO NORTH AND
 LJ0516'WEST ON U.S. HIGHWAY 6 FOR 8.3 MILES TO A CROSSROAD AND A
 LJ0516'SCHOOLHOUSE IN THE SOUTHEAST ANGLE OF THE CROSSROAD.  TURN LEFT AND
 LJ0516'GO SOUTH ON A DIRT ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 LJ0516'RIGHT.  CONTINUE SOUTH ON THE ROAD FOR 0.1 MILE TO A DIM TRACK
 LJ0516'ROAD ON THE LEFT.  TURN LEFT AND GO EAST UP A SLIGHT GRADE FOR
 LJ0516'0.05 MILE TO THE CREST OF RIDGE, THENCE SOUTH ALONG THE RIDGE FOR
 LJ0516'0.05 MILE AND THE STATION.
 LJ0516'
 LJ0516'THE STATION MARK IS A STANDARD DISK STAMPED BROWNING 1933, SET IN
 LJ0516'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 LJ0516'THE GROUND.  IT IS 2.6 FEET WEST OF A 3-INCH IRON PIPE WHICH
 LJ0516'PROJECTS ABOUT 6 FEET ABOVE THE GROUND AND IT IS PAINTED IN
 LJ0516'ALTERNATE SECTIONS OF RED AND WHITE.
 LJ0516'
 LJ0516'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BROWNING NO 1 1933, SET
 LJ0516'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1
 LJ0516'INCH ABOVE THE GROUND.  IT IS 2.9 FEET WEST OF A 3-INCH IRON PIPE
 LJ0516'WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND AND IT IS PAINTED IN
 LJ0516'ALTERNATE SECTIONS OF RED AND WHITE.
 LJ0516'
 LJ0516'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BROWNING 1933 NO 3
 LJ0516'1969 SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LJ0516'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 19.1 FEET NORTHEAST OF
 LJ0516'THE 3-INCH IRON PIPE NEAR THE STATION MARK.
 LJ0516'
 LJ0516'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED BROWNING
 LJ0516'AZIMUTH 1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LJ0516'WHICH IS 4 INCHES BELOW THE GROUND.  IT IS 19 FEET WEST OF THE
 LJ0516'CENTER OF THE DIRT ROAD AND 1 FOOT SOUTHWEST OF A T-FENCE CORNER.
 LJ0516'
 LJ0516'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LJ0516
 LJ0516                          STATION RECOVERY (1973)
 LJ0516
 LJ0516'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1973 (WLJ)
 LJ0516'BROWNING 1933-GOOD
 LJ0516'
 LJ0516'BROWNING R.M. NO. 2-UNABLE TO FIND
 LJ0516'
 LJ0516'BROWNING R.M. NO. 1-GOOD
 LJ0516'
 LJ0516'BROWNING AZIMUTH MARK-GOOD
 LJ0516'
 LJ0516'NOTE--DUE TO A LAND LEVELING OPERATION ABOVE TRIANGULATION
 LJ0516'POINT BROWNING AND ITS R.M. NO. 1 WILL BE DESTROYED IN THE
 LJ0516'VERY NEAR FUTURE (2 OR 3 WEEKS).
 LJ0516
 LJ0516                          STATION RECOVERY (1973)
 LJ0516
 LJ0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LJ0516'NOT FOUND BECAUSE OF FARMING ON THE SITE.  PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0421 ***********************************************************************
 NO0421  DESIGNATION -  BROWNLEE
 NO0421  PID         -  NO0421
 NO0421  STATE/COUNTY-  NE/CHERRY
 NO0421  USGS QUAD   -  BROWNLEE FLATS (1985)
 NO0421
 NO0421                         *CURRENT SURVEY CONTROL
 NO0421  ___________________________________________________________________
 NO0421* NAD 83(1995)-  42 21 07.51722(N)    100 40 59.59321(W)     ADJUSTED  
 NO0421* NAVD 88     -       960.     (meters)    3150.     (feet)  SCALED    
 NO0421  ___________________________________________________________________
 NO0421  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 NO0421  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 NO0421
 NO0421  HORZ ORDER  -  SECOND
 NO0421
 NO0421.The horizontal coordinates were established by classical geodetic methods
 NO0421.and adjusted by the National Geodetic Survey in August 1997..
 NO0421
 NO0421.The orthometric height was scaled from a topographic map.
 NO0421
 NO0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0421
 NO0421.The geoid height was determined by GEOID03.
 NO0421
 NO0421;                    North         East     Units Scale Factor Converg.
 NO0421;SPC NE       -   279,878.528   443,721.449   MT  0.99976771   -0 27 10.0
 NO0421;UTM  14      - 4,690,241.423   361,368.910   MT  0.99983647   -1 08 02.9
 NO0421
 NO0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0421!SPC NE       -   0.99985275  x   0.99976771  =   0.99962049
 NO0421!UTM  14      -   0.99985275  x   0.99983647  =   0.99968924
 NO0421
 NO0421|---------------------------------------------------------------------|
 NO0421| PID    Reference Object                     Distance      Geod. Az  |
 NO0421|                                                           dddmmss.s |
 NO0421| CO2351 BROWNLEE RM 2                        13.073 METERS 01149     |
 NO0421| CO2350 BROWNLEE RM 1                        11.664 METERS 27034     |
 NO0421| CO2349 BROWNLEE AZ MK                                     3443008.8 |
 NO0421|---------------------------------------------------------------------|
 NO0421
 NO0421                          SUPERSEDED SURVEY CONTROL
 NO0421
 NO0421  NAD 83(1986)-  42 21 07.51794(N)    100 40 59.59948(W) AD(       ) 2
 NO0421  NAD 27      -  42 21 07.51900(N)    100 40 58.09300(W) AD(       ) 2
 NO0421
 NO0421.Superseded values are not recommended for survey control.
 NO0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0421.See file dsdata.txt to determine how the superseded data were derived.
 NO0421
 NO0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6136990241(NAD 83)
 NO0421_MARKER: DS = TRIANGULATION STATION DISK
 NO0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0421
 NO0421  HISTORY     - Date     Condition        Report By
 NO0421  HISTORY     - 1949     MONUMENTED       CGS
 NO0421
 NO0421                          STATION DESCRIPTION
 NO0421
 NO0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0421'THE STATION IS LOCATED ABOUT 28.0 MILES NORTH-NORTHWEST OF
 NO0421'THEDFORD AND ABOUT 4.25 MILES NORTH AND 3.0 MILES WEST OF
 NO0421'BROWNLEE ON TOP OF THE HIGHEST SAND HILL IN THE IMMEDIATE
 NO0421'VICINITY.  IT IS ABOUT 500.0 FEET NORTH OF AN EAST-WEST FENCE,
 NO0421'ABOUT 500.0 FEET EAST OF A NORTH-SOUTH FENCE AND 6.4 FEET
 NO0421'SOUTH OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 NO0421'BROWNLEE 1949.
 NO0421'
 NO0421'REFERENCE MARK NO. 1 IS LOCATED ON THE WEST SLOPE OF THE HILL
 NO0421'ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0421'5 INCHES AND IS STAMPED BROWNLEE NO 1 1949.
 NO0421'
 NO0421'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTH SLOPE OF THE HILL
 NO0421'ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0421'5 INCHES AND IS STAMPED BROWNLEE NO 2 1949.
 NO0421'
 NO0421'THE AZIMUTH MARK IS 58.6 FEET NORTH OF THE CENTER OF A WIRE
 NO0421'GATE AND 1.8 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 3
 NO0421'INCHES AND IS STAMPED BROWNLEE 1949.
 NO0421'
 NO0421'TO REACH THE STATION FROM THE POST OFFICE IN THEDFORD, GO EAST
 NO0421'FOR ABOUT 100.0 FEET TO A CROSS STREET, TURN LEFT ON THE MAIN
 NO0421'STREET AND GO NORTH FOR 1 BLOCK TO U.S. HIGHWAY NO. 83 AND
 NO0421'STATE ROUTE NO. 2, TURN RIGHT ON U.S. HIGHWAY NO. 83 AND
 NO0421'STATE ROUTE NO. 2 FOR 1.75 MILES TO WHERE U.S. HIGHWAY NO 83
 NO0421'TURNS LEFT, TURN LEFT ON U.S. HIGHWAY NO. 83 AND GO NORTH FOR
 NO0421'21.5 MILES TO A T ROAD LEFT AT SIGN BROWNLEE AND SEVERAL MAIL
 NO0421'BOXES ON THE LEFT, TURN LEFT THROUGH A CATTLE GUARD AND GO
 NO0421'WEST FOR 5.4 MILES TO A Y FORK ABOUT 0.1 OF A MILE NORTH-NORTHWEST
 NO0421'OF THE BROWNLEE SCHOOL HOUSE, TURN RIGHT AND GO WEST FOR 0.2 OF
 NO0421'A MILE TO A T ROAD RIGHT JUST AFTER PASSING THROUGH A GATE, TURN
 NO0421'RIGHT AND GO NORTH FOR 1.2 MILES TO A RANCH HOUSE ON THE RIGHT,
 NO0421'CONTINUE STRAIGHT AHEAD ON MAIN ROAD AND GO 1.85 MILES TO THE
 NO0421'SECOND CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE 0.05
 NO0421'OF A MILE TO TWO TRACK ROADS PARALLELING EACH OTHER, TAKE
 NO0421'LEFT TRACK ROAD AND GO 0.25 OF A MILE TO A CROSSROAD, CONTINUE
 NO0421'STRAIGHT AHEAD AND GO NORTHWEST FOR 0.7 OF A MILE TO A
 NO0421'CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE WEST AND
 NO0421'NORTHWEST FOR 0.5 OF A MILE, HERE LEAVE TRACK ROAD AND BEAR
 NO0421'LEFT FOR 0.15 OF A MILE TO A POINT JUST NORTHEAST OF A
 NO0421'WINDMILL AND A DIM TRACK ROAD, GO SOUTH-SOUTHWEST ON DIM
 NO0421'TRACK ROAD FOR 1.1 MILES TO ANOTHER WINDMILL, HERE LEAVE
 NO0421'TRACK ROAD AND GO SOUTH-SOUTHWEST ACROSS A PASTURE FOR 0.4
 NO0421'OF A MILE TO A WIRE GATE IN A NORTH-SOUTH FENCE AND THE
 NO0421'AZIMUTH MARK AS DESCRIBED, HERE TURN LEFT STAYING ON THE EAST
 NO0421'SIDE OF THE FENCE AND GO SOUTH AND SOUTHEASTERLY ACROSS
 NO0421'PASTURE FOR 0.45 OF A MILE TO THE HIGHEST POINT AND THE
 NO0421'STATION AS DESCRIBED.
 NO0421'
 NO0421'A 4 FOOT SIGNAL AT STATION DANIELS 1933 IS VISIBLE AT 4 FEET.
 NO0421'
 NO0421'A 100 FOOT SIGNAL AT STATION REFUGE IS VISIBLE AT 4 FEET.
 NO0421'
 NO0421'A 4 FOOT SIGNAL AT STATION BM S 12 (USGS) IS VISIBLE AT 4
 NO0421'FEET.
 NO0421'
 NO0421'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 4 FEET.
 NO0421'
 NO0421'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0545 ***********************************************************************
 MN0545  DESIGNATION -  BROWNSON UP RR MICROWAVE
 MN0545  PID         -  MN0545
 MN0545  STATE/COUNTY-  NE/CHEYENNE
 MN0545  USGS QUAD   -  BROWNSON (1972)
 MN0545
 MN0545                         *CURRENT SURVEY CONTROL
 MN0545  ___________________________________________________________________
 MN0545* NAD 83(1995)-  41 11 07.63923(N)    103 02 59.34463(W)     ADJUSTED  
 MN0545* NAVD 88     -      1312.     (meters)    4304.     (feet)  SCALED    
 MN0545  ___________________________________________________________________
 MN0545  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 MN0545  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 MN0545
 MN0545  HORZ ORDER  -  THIRD
 MN0545
 MN0545.The horizontal coordinates were established by classical geodetic methods
 MN0545.and adjusted by the National Geodetic Survey in August 1997..
 MN0545
 MN0545.The orthometric height was scaled from a topographic map.
 MN0545
 MN0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0545
 MN0545.The geoid height was determined by GEOID03.
 MN0545
 MN0545;                    North         East     Units Scale Factor Converg.
 MN0545;SPC NE       -   154,631.372   244,260.005   MT  0.99967414   -2 01 16.0
 MN0545;UTM  13      - 4,561,178.008   663,556.968   MT  0.99992924   +1 17 04.1
 MN0545
 MN0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0545!SPC NE       -   0.99979740  x   0.99967414  =   0.99947160
 MN0545!UTM  13      -   0.99979740  x   0.99992924  =   0.99972665
 MN0545
 MN0545                          SUPERSEDED SURVEY CONTROL
 MN0545
 MN0545  NAD 83(1995)-  41 11 07.63857(N)    103 02 59.34462(W) AD(       ) 4
 MN0545  NAD 83(1986)-  41 11 07.63167(N)    103 02 59.34481(W) AD(       ) 4
 MN0545  NAD 27      -  41 11 07.69200(N)    103 02 57.61400(W) AD(       ) 3
 MN0545
 MN0545.Superseded values are not recommended for survey control.
 MN0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0545.See file dsdata.txt to determine how the superseded data were derived.
 MN0545
 MN0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6355761178(NAD 83)
 MN0545_MARKER: 42 = RADIO/TV MAST
 MN0545
 MN0545  HISTORY     - Date     Condition        Report By
 MN0545  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0545
 MN0545                          STATION DESCRIPTION
 MN0545
 MN0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0545'THE STATION IS LOCATED 5 MILES NORTHWEST OF SIDNEY, 3-1/2 MILES
 MN0545'EAST OF BROWNSON, ALONG THE WEST EDGE OF A CULTIVATED FIELD.
 MN0545'
 MN0545'THE STATION IS THE CENTER OF A GALVANIZED STEEL MAST WHICH IS
 MN0545'BOLTED TO A CONCRETE BASE.  IT IS 10 INCHES SQUARE AND IS 160
 MN0545'FEET IN HEIGHT.
 MN0545'
 MN0545'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 MN0545'SCHWARTZ.  IT IS 177.73 FT., (54.172 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0481 ***********************************************************************
 MM0481  DESIGNATION -  BRULE
 MM0481  PID         -  MM0481
 MM0481  STATE/COUNTY-  NE/KEITH
 MM0481  USGS QUAD   -  BRULE NW (1971)
 MM0481
 MM0481                         *CURRENT SURVEY CONTROL
 MM0481  ___________________________________________________________________
 MM0481* NAD 83(1995)-  41 12 43.47255(N)    101 54 11.15056(W)     ADJUSTED  
 MM0481* NAVD 88     -      1097.     (meters)    3599.     (feet)  SCALED    
 MM0481  ___________________________________________________________________
 MM0481  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 MM0481  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 MM0481
 MM0481  HORZ ORDER  -  FIRST
 MM0481
 MM0481.The horizontal coordinates were established by classical geodetic methods
 MM0481.and adjusted by the National Geodetic Survey in August 1997..
 MM0481
 MM0481.The orthometric height was scaled from a topographic map.
 MM0481
 MM0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0481
 MM0481.The geoid height was determined by GEOID03.
 MM0481
 MM0481;                    North         East     Units Scale Factor Converg.
 MM0481;SPC NE       -   154,831.649   340,462.160   MT  0.99967167   -1 15 40.2
 MM0481;UTM  14      - 4,566,364.222   256,615.414   MT  1.00032909   -1 54 49.1
 MM0481
 MM0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0481!SPC NE       -   0.99983111  x   0.99967167  =   0.99950284
 MM0481!UTM  14      -   0.99983111  x   1.00032909  =   1.00016015
 MM0481
 MM0481|---------------------------------------------------------------------|
 MM0481| PID    Reference Object                     Distance      Geod. Az  |
 MM0481|                                                           dddmmss.s |
 MM0481| CP6681 BRULE RM 1                           64.005 METERS 13233     |
 MM0481| CP6682 BRULE RM 2 AZIMUTH                                 1842217.2 |
 MM0481| CP6683 BRULE RM 3                           34.653 METERS 21444     |
 MM0481|---------------------------------------------------------------------|
 MM0481
 MM0481                          SUPERSEDED SURVEY CONTROL
 MM0481
 MM0481  NAD 83(1986)-  41 12 43.47362(N)    101 54 11.15381(W) AD(       ) 1
 MM0481  NAD 27      -  41 12 43.51100(N)    101 54 09.51800(W) AD(       ) 1
 MM0481
 MM0481.Superseded values are not recommended for survey control.
 MM0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0481.See file dsdata.txt to determine how the superseded data were derived.
 MM0481
 MM0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5661566364(NAD 83)
 MM0481_MARKER: DD = SURVEY DISK
 MM0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0481
 MM0481  HISTORY     - Date     Condition        Report By
 MM0481  HISTORY     - 1933     MONUMENTED       USGS
 MM0481  HISTORY     - 1933     GOOD             CGS
 MM0481  HISTORY     - 1963     GOOD             CGS
 MM0481  HISTORY     - 1978     GOOD             LOCENG
 MM0481  HISTORY     - 19980711 GOOD             USPSQD
 MM0481
 MM0481                          STATION DESCRIPTION
 MM0481
 MM0481'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 MM0481'STATION IS ABOUT 8 MILES N OF BRULE, 5-1/2 MILES SW OF LEMOYNE
 MM0481'IN SE 1/4 SEC. 4, T 14 N, R 40 W, IN PASTURE OF W.D. MC DONALD.
 MM0481'
 MM0481'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MM0481'DISKS SET IN SQUARE CONCRETE POSTS.
 MM0481'
 MM0481'REFERENCE MARK NO. 1 IS SE OF STATION NEAR EDGE OF BREAKS.
 MM0481'
 MM0481'REFERENCE MARK NO. 2 (AZIMUTH MARK), IS S OF STATION, 75
 MM0481'YARDS SW OF MC DONALDS WINDMILL, IN CORNER OF CORRAL.
 MM0481'
 MM0481'REFERENCE MARK NO. 3 IS SW OF STATION IN EDGE OF TABLELAND.
 MM0481'
 MM0481'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MM0481'
 MM0481'REACHED FROM OGALLALA BY U.S. HIGHWAY 30 (OLD HIGHWAY) W
 MM0481'4.5 MILES TO POINT WHERE HIGHWAY TURNS S.  KEEP STRAIGHT
 MM0481'W 1/4 MILE AND NW UP CANYON ROAD 4.0 MILES, THENCE W 1 MILE,
 MM0481'N 1 MILE AND W 2 MILES TO SCHOOL, THENCE N 2.0 MILES TO
 MM0481'MC DONALDS HOUSE.  TRUCK WAS DRIVEN BY FARM LANE E OF HOUSE
 MM0481'TO CORNER OF FIELD 1/4 MILE N.  STATION IS 200 YARDS NW.
 MM0481'STATION IS ON A SMALL KNOLL AT EDGE OF BREAKS OVERLOOKING
 MM0481'NORTH PLATTE VALLEY.  TRUCK TO STATION.
 MM0481
 MM0481                          STATION RECOVERY (1933)
 MM0481
 MM0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0481'ALL MARKS RECOVERED IN GOOD CONDITION AND UNDISTURBED.  STATION
 MM0481'IS ON A SMALL KNOLL AT EDGE OF BREAKS OVERLOOKING NORTH PLATTE
 MM0481'VALLEY.  STATION MARK IS A U.S.G.S. PIPE EMBEDDED IN CONCRETE
 MM0481'WITH BRONZE CAP ONLY, PROTRUDING, WITH STANDARD SUBSURFACE
 MM0481'MARK BENEATH.
 MM0481'
 MM0481'STATION REACHED FROM BRULE, NEBRASKA BY GOING W 0.7 MILE.
 MM0481'TURN N AND GO 7.5 MILES TO END OF ROAD AND A RANCH HOUSE.
 MM0481'STATION IS ABOUT 0.5 MILE N OF THIS POINT, ON HIGHEST PART
 MM0481'OF PASTURE.
 MM0481
 MM0481                          STATION RECOVERY (1963)
 MM0481
 MM0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MM0481'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 MM0481'CONDITION.
 MM0481'
 MM0481'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF BIG SPRINGS,
 MM0481'9 MILES NORTH OF BRULE AND 4 MILES SOUTH OF LAKE MC CONAUGHY.
 MM0481'IT IS IN PASTURE LAND NEAR A BLUFF TO THE NORTH ON LAND OWNED
 MM0481'BY W.D. MC DONALD.
 MM0481'
 MM0481'TO REACH THE STATION FROM THE CROSSROAD JUST WEST OF THE
 MM0481'DEPOT IN BRULE, DRIVE WEST ON U.S. HIGHWAY 30 FOR 0.8 MILE
 MM0481'TO A SIDE ROAD RIGHT. TURN RIGHT AND DRIVE NORTH ON A GRAVELED
 MM0481'ROAD FOR 7.0 MILES TO THE CROSSROAD JUNCTION WITH U.S.
 MM0481'HIGHWAY 26.  CONTINUE NORTH ON A GRAVELED ROAD FOR 1.0 MILE
 MM0481'TO A FARM RESIDENCE.  PASS THROUGH THE FARM YARD AND DRIVE
 MM0481'NORTH AND WEST AROUND A CORRAL TO A WIRE GATE IN A NORTH-SOUTH
 MM0481'FENCE JUST SOUTH OF A WINDMILL.  PASS THROUGH THE GATE, TURN
 MM0481'RIGHT AND DRIVE NORTH ALONG THE WEST SIDE OF A NORTH-SOUTH
 MM0481'FENCE FOR 0.35 MILE TO THE STATION ON THE HIGHEST POINT IN
 MM0481'THE PASTURE.
 MM0481'
 MM0481'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MM0481'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH
 MM0481'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND SURFACE.  THE STATION
 MM0481'DISK IS UNSTAMPED.
 MM0481'
 MM0481'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRULE
 MM0481'NO 1 1933, SET IN THE TOP OF A 13-INCH SQUARE CONCRETE MONUMENT
 MM0481'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.
 MM0481'
 MM0481'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRULE
 MM0481'NO 2 1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MM0481'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT
 MM0481'IS 105 PACES SOUTH-SOUTHWEST OF A WINDMILL THAT IS 0.35
 MM0481'MILE SOUTH OF THE STATION, 152 FEET SOUTH OF A CROSSING
 MM0481'OF NORTH-SOUTH AND EAST-WEST FENCES, 2.6 FEET EAST OF A
 MM0481'NORTH-SOUTH FENCE AND 0.8 FOOT NORTH OF A METAL WITNESS POST
 MM0481'WITH A SIGN ATTACHED.  THIS MARK IS USED AS THE AZIMUTH MARK.
 MM0481'
 MM0481'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BRULE
 MM0481'NO 3 1933, SET IN THE TOP OF A 13-INCH SQUARE CONCRETE MONUMENT
 MM0481'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.
 MM0481
 MM0481                          STATION RECOVERY (1978)
 MM0481
 MM0481'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (LRS)
 MM0481'BRULE USGS KEITH COUNTY NE W.M. 1933 RECOVERED GOOD, ALL REFERENCE
 MM0481'MARKS FOUND IN GOOD CONDITIONS INCLUDING AZ. MK.
 MM0481'
 MM0481'WITNESS POST FOR AZ MK FOUND 1 FEET W OF AZ MK IN FENCELINE.
 MM0481'
 MM0481'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.7 MILES W AND 7.5 MILES
 MM0481'N OF BRULE, NE.
 MM0481
 MM0481                          STATION RECOVERY (1998)
 MM0481
 MM0481'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0847 ***********************************************************************
 LG0847  DESIGNATION -  BRUNING AIR BASE WATER TANK
 LG0847  PID         -  LG0847
 LG0847  STATE/COUNTY-  NE/THAYER
 LG0847  USGS QUAD   -  TOBIAS SW (1960)
 LG0847
 LG0847                         *CURRENT SURVEY CONTROL
 LG0847  ___________________________________________________________________
 LG0847* NAD 83(1995)-  40 20 15.73442(N)    097 26 23.32185(W)     ADJUSTED  
 LG0847* NAVD 88     -                                                        
 LG0847  ___________________________________________________________________
 LG0847  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 LG0847  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 LG0847
 LG0847  HORZ ORDER  -  THIRD
 LG0847
 LG0847.The horizontal coordinates were established by classical geodetic methods
 LG0847.and adjusted by the National Geodetic Survey in August 1997..
 LG0847
 LG0847
 LG0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0847
 LG0847.The geoid height was determined by GEOID03.
 LG0847
 LG0847;                    North         East     Units Scale Factor Converg.
 LG0847;SPC NE       -    59,221.767   717,482.272   MT  0.99986438   +1 41 47.9
 LG0847;UTM  14      - 4,466,408.227   632,521.521   MT  0.99981618   +1 00 36.2
 LG0847
 LG0847                          SUPERSEDED SURVEY CONTROL
 LG0847
 LG0847  NAD 83(1986)-  40 20 15.74090(N)    097 26 23.32240(W) AD(       ) 4
 LG0847  NAD 27      -  40 20 15.73400(N)    097 26 22.16300(W) AD(       ) 3
 LG0847
 LG0847.Superseded values are not recommended for survey control.
 LG0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0847.See file dsdata.txt to determine how the superseded data were derived.
 LG0847
 LG0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3252266408(NAD 83)
 LG0847_MARKER: 53 = ELEVATED TANK
 LG0847
 LG0847  HISTORY     - Date     Condition        Report By
 LG0847  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0847  HISTORY     - 20050713 GOOD             USPSQD
 LG0847
 LG0847                          STATION DESCRIPTION
 LG0847
 LG0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0847'THIS STATION IS LOCATED ABOUT 7 MILES EAST OF THE TOWN OF
 LG0847'BRUNING, AT THE BRUNING AIR BASE.  IT IS A TANK, SET ON THE TOP OF
 LG0847'A ROUND CONCRETE BASE, 30 FEET IN DIAMETER AND ABOUT 70 FEET
 LG0847'HIGH.  THE TANK IS PAINTED RED AND WHITE.
 LG0847'
 LG0847'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 LG0847
 LG0847                          STATION RECOVERY (2005)
 LG0847
 LG0847'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0847'STATION FOUND GOOD. THE BRUNING ARMY AIR FIELD 7 MILES EAST OF BRUNING
 LG0847'CLOSED IN 1947 ACCORDING TO A HISTORICAL MARKER ON STATE HWY 4. THE
 LG0847'AREA SINCE REVERTED BACK TO FARM USES. THE TANK REMAINS ONE MILE NORTH
 LG0847'OF STATE HIGHWAY 4, APPROXIMATELY 150 FEET WEST OF A GRAVELED ROAD
 LG0847'THAT LEADS TO MID-AMERICA FEED YARD FROM STATE HWY 4. THE PAINT HAS
 LG0847'WORN OFF THE TANK AND IT IS MOSTLY BARE CONCRETE NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0852 ***********************************************************************
 LG0852  DESIGNATION -  BRUNING MUNICIPAL TANK
 LG0852  PID         -  LG0852
 LG0852  STATE/COUNTY-  NE/THAYER
 LG0852  USGS QUAD   -  BRUNING (1960)
 LG0852
 LG0852                         *CURRENT SURVEY CONTROL
 LG0852  ___________________________________________________________________
 LG0852* NAD 83(1995)-  40 20 07.26924(N)    097 33 58.00640(W)     ADJUSTED  
 LG0852* NAVD 88     -                                                        
 LG0852  ___________________________________________________________________
 LG0852  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 LG0852  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 LG0852
 LG0852  HORZ ORDER  -  THIRD
 LG0852
 LG0852.The horizontal coordinates were established by classical geodetic methods
 LG0852.and adjusted by the National Geodetic Survey in August 1997..
 LG0852
 LG0852
 LG0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0852
 LG0852.The geoid height was determined by GEOID03.
 LG0852
 LG0852;                    North         East     Units Scale Factor Converg.
 LG0852;SPC NE       -    58,650.929   706,763.518   MT  0.99986520   +1 36 46.5
 LG0852;UTM  14      - 4,465,965.726   621,797.408   MT  0.99978261   +0 55 41.6
 LG0852
 LG0852                          SUPERSEDED SURVEY CONTROL
 LG0852
 LG0852  NAD 83(1986)-  40 20 07.27535(N)    097 33 58.00710(W) AD(       ) 4
 LG0852  NAD 27      -  40 20 07.26100(N)    097 33 56.86000(W) AD(       ) 3
 LG0852
 LG0852.Superseded values are not recommended for survey control.
 LG0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0852.See file dsdata.txt to determine how the superseded data were derived.
 LG0852
 LG0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2179765966(NAD 83)
 LG0852_MARKER: 53 = ELEVATED TANK
 LG0852
 LG0852  HISTORY     - Date     Condition        Report By
 LG0852  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0852  HISTORY     - 1950     GOOD             CGS
 LG0852  HISTORY     - 20050713 GOOD             USPSQD
 LG0852
 LG0852                          STATION DESCRIPTION
 LG0852
 LG0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0852'IT IS LOCATED ONE BLOCK SOUTH OF THE CENTER OF THE BUSINESS
 LG0852'DISTRICT, 66 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED
 LG0852'STREET, AND 51 FEET EAST OF THE CENTER OF A ALLEY DRIVE.  TANK
 LG0852'PROPER IS SUPPORTED BY A FOUR LEGGED STEEL TRUSWORK STRUCTURE.
 LG0852'IT HAS A CONICAL SHAPED ROOF WITH A BALL AT ITS APEX.  THE
 LG0852'THE OVERALL HEIGHT IS APPROXIMATELY 110 FEET.  THE BALL AT
 LG0852'THE APEX OF THE ROOF WAS THE POINT OBSERVED UPON.
 LG0852
 LG0852                          STATION RECOVERY (1950)
 LG0852
 LG0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0852'TANK IS LOCATED ONE BLOCK SOUTH OF THE CENTER OF THE BUSINESS
 LG0852'DISTRICT, 66 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED
 LG0852'STREET, AND 51 FEET EAST OF THE CENTER OF AN ALLEY DRIVE.  THE
 LG0852'TANK IS A FOUR LEGGED STEEL STRUCTURE APPROXIMATELY 110 FEET
 LG0852'TO THE TOP OF THE CONE SHAPED TANK.  THE POINT OBSERVED WAS A
 LG0852'BALL LOCATED ON THE TOP OF THE TANK.
 LG0852
 LG0852                          STATION RECOVERY (2005)
 LG0852
 LG0852'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0852'STATION FOUND GOOD. THE BUSINESS DISTRICT STREET IS MAIN STREET. THE
 LG0852'EAST-WEST ROAD REFERENCED IN THE 1950 DESCRIPTION IS VOSS STREET. TANK
 LG0852'IS WEST OF FILLMORE STREET. TANK IS AQUA IN COLOR, THE BOTTOM OF THE
 LG0852'BOWL AND THE LEGS ARE BLACK. LETTERING ON THE TANK BRUNING IS BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2098 ***********************************************************************
 MK2098  DESIGNATION -  BRUNO
 MK2098  PID         -  MK2098
 MK2098  STATE/COUNTY-  NE/BUTLER
 MK2098  USGS QUAD   -  LOMA (1969)
 MK2098
 MK2098                         *CURRENT SURVEY CONTROL
 MK2098  ___________________________________________________________________
 MK2098* NAD 83(1995)-  41 14 05.20635(N)    096 58 33.18734(W)     ADJUSTED  
 MK2098* NAVD 88     -       504.     (meters)    1654.     (feet)  SCALED    
 MK2098  ___________________________________________________________________
 MK2098  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 MK2098  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 MK2098
 MK2098  HORZ ORDER  -  SECOND
 MK2098
 MK2098.The horizontal coordinates were established by classical geodetic methods
 MK2098.and adjusted by the National Geodetic Survey in August 1997..
 MK2098
 MK2098.The orthometric height was scaled from a topographic map.
 MK2098
 MK2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2098
 MK2098.The geoid height was determined by GEOID03.
 MK2098
 MK2098;                    North         East     Units Scale Factor Converg.
 MK2098;SPC NE       -   160,028.362   753,394.047   MT  0.99966973   +2 00 14.7
 MK2098;UTM  14      - 4,566,795.794   669,630.345   MT  0.99995414   +1 20 04.2
 MK2098
 MK2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2098!SPC NE       -   0.99992505  x   0.99966973  =   0.99959480
 MK2098!UTM  14      -   0.99992505  x   0.99995414  =   0.99987919
 MK2098
 MK2098|---------------------------------------------------------------------|
 MK2098| PID    Reference Object                     Distance      Geod. Az  |
 MK2098|                                                           dddmmss.s |
 MK2098| CL6959 BRUNO RM 1                            8.188 METERS 08940     |
 MK2098| MK2096 RADIO MAST KAR 72 ENE BRAINARD      APPROX. 5.7 KM 1234831.0 |
 MK2098| MK0978 SKULL                               APPROX. 3.0 KM 1563117.5 |
 MK2098| MK1868 BRAINARD MUNICIPAL TANK             APPROX. 6.0 KM 2012406.8 |
 MK2098| CL6960 BRUNO RM 2                            9.825 METERS 35623     |
 MK2098|---------------------------------------------------------------------|
 MK2098
 MK2098                          SUPERSEDED SURVEY CONTROL
 MK2098
 MK2098  NAD 83(1986)-  41 14 05.21568(N)    096 58 33.18751(W) AD(       ) 2
 MK2098  NAD 27      -  41 14 05.17284(N)    096 58 32.06990(W) AD(       ) 2
 MK2098
 MK2098.Superseded values are not recommended for survey control.
 MK2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2098.See file dsdata.txt to determine how the superseded data were derived.
 MK2098
 MK2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6963066796(NAD 83)
 MK2098_MARKER: DS = TRIANGULATION STATION DISK
 MK2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2098_STAMPING: BRUNO 1961
 MK2098_MARK LOGO: CGS   
 MK2098_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2098+STABILITY: SURFACE MOTION
 MK2098
 MK2098  HISTORY     - Date     Condition        Report By
 MK2098  HISTORY     - 1961     MONUMENTED       CGS
 MK2098  HISTORY     - 1968     GOOD             USGS
 MK2098  HISTORY     - 19960113 GOOD             NGS
 MK2098
 MK2098                          STATION DESCRIPTION
 MK2098
 MK2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 MK2098'THE STATION IS LOCATED, AIRLINE, ABOUT 7-1/2 MILES EAST OF
 MK2098'DAVID CITY, 4 MILES NORTH-NORTHEAST OF BRAINARD, AND 3-1/2
 MK2098'MILES SOUTH-SOUTHWEST OF BRUNO ON THE NORTH RIGHT-OF-WAY
 MK2098'OF A GRADED, GRAVELED ROAD AT A POINT WHERE IT CROSSES A LOW
 MK2098'NORTH-SOUTH RIDGE.
 MK2098'
 MK2098'TO REACH THE STATION FROM THE POST OFFICE IN BRUNO GO WEST ON
 MK2098'THE MAIN STREET FOR 275 FEET TO THE INTERSECTION WITH STATE
 MK2098'SPUR 215.  TURN LEFT AND PROCEED SOUTHWEST ON STATE SPUR
 MK2098'215 FOR 0.5 MILE TO A CROSSROAD.  BEAR LEFT AND GO SOUTH
 MK2098'3.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST 0.5 MILE
 MK2098'TO THE TOP OF THE LOW RIDGE AND THE STATION ON THE RIGHT.
 MK2098'
 MK2098'THE STATION MARK IS A STANDARD DISK STAMPED BRUNO 1961 CEMENTED
 MK2098'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 MK2098'THE GROUND.  IT IS 29.8 FEET NORTH OF THE CENTER OF THE GRAVELED
 MK2098'ROAD, 3.4 FEET SOUTHEAST OF A POWERLINE POLE WITH A TRIANGLE
 MK2098'BLAZE, AND 3.4 FEET SOUTHEAST OF A METAL WITNESS POST.
 MK2098'
 MK2098'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BRUNO
 MK2098'NO 1 1961 CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 MK2098'MONUMENT PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 31.9
 MK2098'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 1.4 FEET SOUTH
 MK2098'OF A FENCE, AT ABOUT THE SAME ELEVATION AS THE STATION.
 MK2098'
 MK2098'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BRUNO
 MK2098'NO 2 1961 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE
 MK2098'MONUMENT FLUSH WITH THE GROUND.  IT IS 1.2 FEET WEST OF A
 MK2098'FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION ELEVATION.
 MK2098
 MK2098                          STATION RECOVERY (1968)
 MK2098
 MK2098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FJH)
 MK2098'DESCRIPTION IS ADEQUATE.  ALL MARKS FOUND IN GOOD CONDITION.
 MK2098
 MK2098                          STATION RECOVERY (1996)
 MK2098
 MK2098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (TR)
 MK2098'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0780 ***********************************************************************
 LG0780  DESIGNATION -  BRUSH
 LG0780  PID         -  LG0780
 LG0780  STATE/COUNTY-  NE/SALINE
 LG0780  USGS QUAD   -  PLEASANT HILL (1964)
 LG0780
 LG0780                         *CURRENT SURVEY CONTROL
 LG0780  ___________________________________________________________________
 LG0780* NAD 83(1995)-  40 31 46.49602(N)    097 01 39.65410(W)     ADJUSTED  
 LG0780* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 LG0780  ___________________________________________________________________
 LG0780  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 LG0780  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 LG0780
 LG0780  HORZ ORDER  -  SECOND
 LG0780
 LG0780.The horizontal coordinates were established by classical geodetic methods
 LG0780.and adjusted by the National Geodetic Survey in August 1997..
 LG0780
 LG0780.The orthometric height was scaled from a topographic map.
 LG0780
 LG0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0780
 LG0780.The geoid height was determined by GEOID03.
 LG0780
 LG0780;                    North         East     Units Scale Factor Converg.
 LG0780;SPC NE       -    81,632.446   751,746.722   MT  0.99980246   +1 58 11.1
 LG0780;UTM  14      - 4,488,407.241   667,053.901   MT  0.99994352   +1 16 55.2
 LG0780
 LG0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0780!SPC NE       -   0.99993609  x   0.99980246  =   0.99973856
 LG0780!UTM  14      -   0.99993609  x   0.99994352  =   0.99987961
 LG0780
 LG0780|---------------------------------------------------------------------|
 LG0780| PID    Reference Object                     Distance      Geod. Az  |
 LG0780|                                                           dddmmss.s |
 LG0780| CN7984 BRUSH RM 1                           19.828 METERS 09117     |
 LG0780| LG1102 WILBER MUNICIPAL TANK               APPROX. 6.9 KM 1353557.6 |
 LG0780| CN7983 BRUSH AZ MK                                        1781838.1 |
 LG0780| CN7985 BRUSH RM 2                           10.920 METERS 17850     |
 LG0780| CN7986 BRUSH RM 3                           16.004 METERS 18004     |
 LG0780|---------------------------------------------------------------------|
 LG0780
 LG0780                          SUPERSEDED SURVEY CONTROL
 LG0780
 LG0780  NAD 83(1986)-  40 31 46.50389(N)    097 01 39.65328(W) AD(       ) 2
 LG0780  NAD 27      -  40 31 46.48700(N)    097 01 38.54700(W) AD(       ) 2
 LG0780
 LG0780.Superseded values are not recommended for survey control.
 LG0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0780.See file dsdata.txt to determine how the superseded data were derived.
 LG0780
 LG0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6705488407(NAD 83)
 LG0780_MARKER: DS = TRIANGULATION STATION DISK
 LG0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0780
 LG0780  HISTORY     - Date     Condition        Report By
 LG0780  HISTORY     - 1947     MONUMENTED       CGS
 LG0780  HISTORY     - 1961     GOOD             CGS
 LG0780
 LG0780                          STATION DESCRIPTION
 LG0780
 LG0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0780'THE STATION IS LOCATED BETWEEN BRUSH CREEK AND TURKEY CREEK,
 LG0780'ABOUT 7.5 MILES SOUTHWEST OF CRETE, 4.5 MILES NORTHWEST OF WILBER,
 LG0780'0.4 MILE NORTH OF A CROSSROAD, 35.5 FEET WEST OF THE CENTER OF A
 LG0780'GRAVELED ROAD, AND 8.7 FEET SOUTH OF A POWER LINE POLE.  IT
 LG0780'PROJECTS 3 INCHES AND IS STAMPED BRUSH 1947.
 LG0780'
 LG0780'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE AND IS
 LG0780'30 FEET EAST OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 6
 LG0780'INCHES AND IS STAMPED BRUSH NO 1 1947.
 LG0780'
 LG0780'REFERENCE MARK NO. 2 IS DIRECTLY UNDER A POWER LINE AND IS 35.5
 LG0780'FEET WEST OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 6 INCHES
 LG0780'AND IS STAMPED BRUSH NO 2 1947.
 LG0780'
 LG0780'AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 44 FEET NORTHEAST OF
 LG0780'THE CENTER OF A CROSSROAD, 2 FEET NORTH OF A TELEPHONE POLE AND
 LG0780'1.5 FOOT NORTH OF A WITNESS POST.  IT PROJECTS 8 INCHES AND IS
 LG0780'STAMPED BRUSH 1947.
 LG0780'
 LG0780'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WILBER, GO WEST ON
 LG0780'STATE HIGHWAY NO. 41 FOR 1.6 MILES TO A CROSSROAD, TURN RIGHT,
 LG0780'NORTH, AND GO 3 MILES TO A CROSSROAD, TURN LEFT, WEST, AND GO 2
 LG0780'MILES TO A CROSSROAD, TURN RIGHT, NORTH, AND GO 0.4 MILE TO THE
 LG0780'STATION ON THE LEFT AS DESCRIBED.
 LG0780'
 LG0780'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED
 LG0780'ROAD FOR 0.4 MILE TO A CROSSROAD AND THE AZIMUTH MARK AS DESCRIBED.
 LG0780'
 LG0780'A 74 FOOT SIGNAL AT TURKEY IS VISIBLE AT 10 FEET.
 LG0780'
 LG0780'A 4 FOOT SIGNAL AT TURKEY AZIMUTH ECC. IS VISIBLE AT 10 FEET.
 LG0780'
 LG0780'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 10 FEET.
 LG0780'
 LG0780'AN 87 FOOT SIGNAL AT ZALESKY 1935 IS VISIBLE AT 10 FEET.
 LG0780'
 LG0780'HEIGHT OF LIGHT ABOVE STATION MARK 3.6 METERS.
 LG0780
 LG0780                          STATION RECOVERY (1961)
 LG0780
 LG0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0780'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LG0780'RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE IN THE
 LG0780'DIRECTION TO THE AZIMUTH MARK WAS NOTED IN THE FIELD.  THE
 LG0780'PLUMBING WAS CHECKED AND A SECOND SET OF OBSERVATIONS WAS MADE.
 LG0780'A DIFFERENCE IN THE MEASUREMENT TO REFERENCE MARK 1 WAS FOUND.
 LG0780'THIS WAS DOUBLE CHECKED IN THE FIELD.  REFERENCE MARK 3 WAS
 LG0780'ESTABLISHED AT THIS TIME.  REFERENCE MARK 2 HAD BEEN DESTROYED.
 LG0780'
 LG0780'THE 1947 DESCRIPTION TO THE STATION WAS USED AND FOUND TO BE
 LG0780'ADEQUATE.
 LG0780'
 LG0780'REFERENCE MARK 3, A STANDARD DISK STAMPED BRUSH NO 3 1947,
 LG0780'SET IN THE TOP OF AN 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG0780'5 INCHES.  IT IS 37 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 LG0780'GRAVEL ROAD AND IN THE FENCE LINE OF THE NORTH-SOUTH
 LG0780'RIGHT-OF-WAY FENCE.
 LG0780'
 LG0780'NO SUITABLE PICTURE POINT AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4107 ***********************************************************************
 AB4107  FBN         -  This is a Federal Base Network Control Station.
 AB4107  PACS        -  This is a Primary Airport Control Station.
 AB4107  DESIGNATION -  BUB A
 AB4107  PID         -  AB4107
 AB4107  STATE/COUNTY-  NE/GARFIELD
 AB4107  USGS QUAD   -  BURWELL (1952)
 AB4107
 AB4107                         *CURRENT SURVEY CONTROL
 AB4107  ___________________________________________________________________
 AB4107* NAD 83(1995)-  41 46 21.70361(N)    099 08 49.67609(W)     ADJUSTED  
 AB4107* NAVD 88     -       664.47   (meters)    2180.0    (feet)  GPS OBS   
 AB4107  ___________________________________________________________________
 AB4107  X           -    -757,387.369 (meters)                     COMP
 AB4107  Y           -  -4,703,747.056 (meters)                     COMP
 AB4107  Z           -   4,227,235.286 (meters)                     COMP
 AB4107  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 AB4107  ELLIP HEIGHT-         641.06  (meters)          (07/10/01) GPS OBS
 AB4107  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AB4107
 AB4107  HORZ ORDER  -  B
 AB4107  ELLP ORDER  -  FOURTH    CLASS I
 AB4107
 AB4107.This mark is at Cram Field Airport (BUB)
 AB4107
 AB4107.The horizontal coordinates were established by GPS observations
 AB4107.and adjusted by the National Geodetic Survey in June 1996..
 AB4107
 AB4107.The orthometric height was determined by GPS observations and a
 AB4107.high-resolution geoid model.
 AB4107
 AB4107.GPS derived orthometric heights for airport stations designated as
 AB4107.PACS or SACS are published to 2 decimal places.  This maintains
 AB4107.centimeter relative accuracy between the PACS and SACS.  It does
 AB4107.not indicate centimeter accuracy relative to other marks which are
 AB4107.part of the NAVD 88 network.
 AB4107
 AB4107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4107
 AB4107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4107
 AB4107.The ellipsoidal height was determined by GPS observations
 AB4107.and is referenced to NAD 83.
 AB4107
 AB4107.The geoid height was determined by GEOID03.
 AB4107
 AB4107;                    North         East     Units Scale Factor Converg.
 AB4107;SPC NE       -   215,668.711   570,887.062   MT  0.99966941   +0 33 54.7
 AB4107;UTM  14      - 4,624,549.822   487,771.587   MT  0.99960184   -0 05 52.9
 AB4107
 AB4107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4107!SPC NE       -   0.99989946  x   0.99966941  =   0.99956891
 AB4107!UTM  14      -   0.99989946  x   0.99960184  =   0.99950134
 AB4107
 AB4107|---------------------------------------------------------------------|
 AB4107| PID    Reference Object                     Distance      Geod. Az  |
 AB4107|                                                           dddmmss.s |
 AB4107| ML1180 CRAM                                312.385 METERS 33339     |
 AB4107|---------------------------------------------------------------------|
 AB4107
 AB4107                          SUPERSEDED SURVEY CONTROL
 AB4107
 AB4107  ELLIP H (06/25/96)  641.06   (m)                       GP(       ) 1 1
 AB4107
 AB4107.Superseded values are not recommended for survey control.
 AB4107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4107.See file dsdata.txt to determine how the superseded data were derived.
 AB4107
 AB4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8777224550(NAD 83)
 AB4107_MARKER: I = METAL ROD
 AB4107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4107_STAMPING: BUB A 1995
 AB4107_MARK LOGO: NGS   
 AB4107_PROJECTION: FLUSH
 AB4107_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4107+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2000
 AB4107_ROD/PIPE-DEPTH: 17.1 meters
 AB4107_SLEEVE-DEPTH  : 1 meters
 AB4107
 AB4107  HISTORY     - Date     Condition        Report By
 AB4107  HISTORY     - 1995     MONUMENTED       NGS
 AB4107  HISTORY     - 19970603 GOOD             NGS
 AB4107  HISTORY     - 20000510 GOOD             NGS
 AB4107
 AB4107                          STATION DESCRIPTION
 AB4107
 AB4107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4107'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF TAYLOR, 1.0 MI
 AB4107'(1.6 KM) SOUTHWEST OF BURWELL AT THE BURWELL/CRAM FIELD NEAR THE
 AB4107'APPROACH END OF RUNWAY 33 AND IN LINE WITH THE THRESHOLD LIGHTS.
 AB4107'OWNERSHIP--BURWELL AIRPORT AUTHORITY, BOX 577, BURWELL NE 68823.
 AB4107'AIRPORT MANAGER IS PAUL PLOCK, PHONE (308) 346-5611 OR 346-4661.  TO
 AB4107'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 91 AND 11 SOUTH
 AB4107'(JUST SOUTH OF BURWELL), GO WEST ON STATE HIGHWAY 91 FOR 1.00 MI (1.61
 AB4107'KM) TO AN INTERSECTION, TURN RIGHT AND GO NORTH ON 13TH AVENUE FOR
 AB4107'0.35 MI (0.56 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST ON THE
 AB4107'AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A SMALL PILOT LOUNGE
 AB4107'BUILDING AHEAD, TURN RIGHT AND GO NORTH ON A PAVED LANE FOR 0.05 MI
 AB4107'(0.08 KM) TO A GATE AHEAD, PASS THROUGH GATE, TURN LEFT AND GO WEST ON
 AB4107'A TAXIWAY FOR 0.05 MI (0.08 KM) TO A APRON, TURN LEFT AND GO SOUTHWEST
 AB4107'ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO A CONNECTOR TAXIWAY RIGHT,
 AB4107'TURN RIGHT AND GO WEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM)
 AB4107'TO THE RUNWAY, TURN LEFT AND GO SOUTH-SOUTHEAST ON THE RUNWAY FOR 0.25
 AB4107'MI (0.40 KM) TO THE PAVEMENT END AND THE STATION ON THE LEFT.  THE
 AB4107'STATION IS 142.6 FT (43.5 M) EAST-NORTHEAST OF THE RUNWAY CENTER AT A
 AB4107'NGS PK NAIL, 107.3 FT (32.7 M) EAST-NORTHEAST OF THE MOST EASTERLY OF
 AB4107'8 THRESHOLD LIGHTS, 95.0 FT (29.0 M) SOUTH OF THE MOST EASTERLY EDGE
 AB4107'OF THE TURNAROUND TAXIWAY PAVEMENT, 56.0 FT (17.1 M) SOUTHEAST OF THE
 AB4107'CURVED TAXIWAY CENTER, 38.0 FT (11.6 M) WEST-SOUTHWEST OF THE
 AB4107'APPROXIMATE EDGE OF A CULTIVATED FIELD AND 1.5 FT (0.5 M) NORTH OF A
 AB4107'WITNESS POST.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION
 AB4107'APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4107
 AB4107                          STATION RECOVERY (1997)
 AB4107
 AB4107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4107'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF TAYLOR, 1.0 MI
 AB4107'(1.6 KM) SOUTHWEST OF BURWELL AT THE BURWELL/CRAM FIELD NEAR THE
 AB4107'APPROACH END OF RUNWAY 33 AND INLINE WITH THE THREASHOLD LIGHTS.
 AB4107'OWNERSHIP--BURWELL AIRPORT AUTHORITY, BOX 577, BURWELL, NE 68823.
 AB4107'AIRPORT MANAGER IS PAUL PLOCK, PHONE (308) 346-5611 OR 346-4661.  TO
 AB4107'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 91 AND 11 SOUTH
 AB4107'(JUST SOUTH OF BURWELL) , GO WEST ON STATE HIGHWAY 91 FOR 1.00 MI
 AB4107'(1.61 KM) TO A INTERSECTION, TURN RIGHT AND GO NORTH ON 13TH AVENUE
 AB4107'FOR 0.35 MI (0.56 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST ON
 AB4107'THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A SMALL PILOT
 AB4107'LOUNGE BUILDING AHEAD, TURN RIGHT AND GO NORTH ON A PAVED LANE FOR
 AB4107'0.05 MI (0.08 KM) TO A GATE AHEAD , PASS THROUGH GATE, TURN LEFT AND
 AB4107'GO WEST ON A TAXIWAY FOR 0.05 MI (0.08 KM) TO A APRON, TURN LEFT AND
 AB4107'GO SOUTHWEST ACROSS THE APRON FOR O.05 MI TO A CONNECTOR TAXIWAY
 AB4107'RIGHT, TURN RIGHT AND GO WEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI
 AB4107'(0.08 KM) TO THE RUNWAY, TURN LEFT AND GO SOUTH SOUTHEAST ON THE
 AB4107'RUNWAY FOR 0.25 MI (0.40 KM) TO THE PAVEMENT END AND THE STATION ON
 AB4107'THE LEFT.  THE STATION IS 142.6 FT (43.5 M) EAST NORTHEAST OF THE
 AB4107'RUNWAY CENTER AT A NGS PK NAIL, 107.3 FT (32.7 M) EAST NORTHEAST OF
 AB4107'THE MOST EASTERLY OF 8 THREASHOLD LIGHTS, 95.0 FT (29.0 M) SOUTH OF
 AB4107'THE MOST EASTERLY EDGE OF THE TURNAROUND TAXIWAY PAVEMENT, 56.0 FT
 AB4107'(17.1 M) SOUTHEAST OF THE CURVED TAXIWAY CENTER, 38.0 FT (11.6 M) WEST
 AB4107'SOUTHWEST OF THE APPROXIMATE EDGE OF A CULTIVATED FIELD AND 1.5 FT
 AB4107'(0.5 M) NORTH OF A WITNESS POST.  THIS STATION HAS BEEN SELECTED AS
 AB4107'THIS AIRPORTS PRIMARY AIRPORT CONTROL STATION (PACS) .
 AB4107
 AB4107                          STATION RECOVERY (2000)
 AB4107
 AB4107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 AB4107'RECOVERED AS DESCRIBED.  NEW CONTACTS AS FOLLOWS--PAUL PLOCK, PHONE
 AB4107'308-346-4566, ALTERNATE PHONE- HOWARD HOLMQUIST AT HIS PHARMACY
 AB4107'308-346-4747.  NOTE-- CALL 2 DAYS IN ADVANCE TO GET COMBINATION TO A
 AB4107'LOCKED GATE TO GAIN ACCESS TO THE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1159 ***********************************************************************
 ML1159  DESIGNATION -  BUCKEYE
 ML1159  PID         -  ML1159
 ML1159  STATE/COUNTY-  NE/CUSTER
 ML1159  USGS QUAD   -  EDDYVILLE NE (1974)
 ML1159
 ML1159                         *CURRENT SURVEY CONTROL
 ML1159  ___________________________________________________________________
 ML1159* NAD 83(1995)-  41 08 30.68537(N)    099 33 28.33967(W)     ADJUSTED  
 ML1159* NAVD 88     -       755.     (meters)    2477.     (feet)  SCALED    
 ML1159  ___________________________________________________________________
 ML1159  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 ML1159  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 ML1159
 ML1159  HORZ ORDER  -  THIRD
 ML1159
 ML1159.The horizontal coordinates were established by classical geodetic methods
 ML1159.and adjusted by the National Geodetic Survey in August 1997..
 ML1159
 ML1159.The orthometric height was scaled from a topographic map.
 ML1159
 ML1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1159
 ML1159.The geoid height was determined by GEOID03.
 ML1159
 ML1159;                    North         East     Units Scale Factor Converg.
 ML1159;SPC NE       -   145,374.843   537,106.552   MT  0.99967866   +0 17 34.8
 ML1159;UTM  14      - 4,554,654.693   453,182.736   MT  0.99962698   -0 22 01.4
 ML1159
 ML1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1159!SPC NE       -   0.99988521  x   0.99967866  =   0.99956390
 ML1159!UTM  14      -   0.99988521  x   0.99962698  =   0.99951223
 ML1159
 ML1159|---------------------------------------------------------------------|
 ML1159| PID    Reference Object                     Distance      Geod. Az  |
 ML1159|                                                           dddmmss.s |
 ML1159| CN7998 BUCKEYE RM 2                         17.433 METERS 07928     |
 ML1159| CN7996 BUCKEYE AZ MK                                      3492253.2 |
 ML1159| CN7997 BUCKEYE RM 1                         12.697 METERS 34955     |
 ML1159|---------------------------------------------------------------------|
 ML1159
 ML1159                          SUPERSEDED SURVEY CONTROL
 ML1159
 ML1159  NAD 83(1986)-  41 08 30.69274(N)    099 33 28.34404(W) AD(       ) 3
 ML1159  NAD 27      -  41 08 30.66000(N)    099 33 26.95400(W) AD(       ) 3
 ML1159
 ML1159.Superseded values are not recommended for survey control.
 ML1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1159.See file dsdata.txt to determine how the superseded data were derived.
 ML1159
 ML1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5318354655(NAD 83)
 ML1159_MARKER: DS = TRIANGULATION STATION DISK
 ML1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1159
 ML1159  HISTORY     - Date     Condition        Report By
 ML1159  HISTORY     - 1951     MONUMENTED       CGS
 ML1159  HISTORY     - 1989     GOOD             LOCSUR
 ML1159
 ML1159                          STATION DESCRIPTION
 ML1159
 ML1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1159'THE STATION IS LOCATED ABOUT 12 MILES EAST OF OCONTO AND 11
 ML1159'MILES NORTH-NORTHEAST OF EDDYVILLE.  IT IS ON THE HIGHEST POINT
 ML1159'OF A HILL, IN THE EAST EDGE OF A PASTURE, 39 FEET WEST OF THE
 ML1159'CENTER OF A NORTH-SOUTH DIRT ROAD, 6 FEET WEST OF A NORTH-SOUTH
 ML1159'FENCE LINE AND 6 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 ML1159'BUCKEYE 1951 AND PROJECTS 2 INCHES.
 ML1159'
 ML1159'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF A PASTURE, 39
 ML1159'FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD AND 6 FEET
 ML1159'WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED BUCKEYE NO 1 1951
 ML1159'AND PROJECTS 2 INCHES.
 ML1159'
 ML1159'REFERENCE MARK NO. 2 IS 19 FEET EAST OF THE CENTER OF A
 ML1159'NORTH-SOUTH DIRT ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE
 ML1159'LINE.  IT IS STAMPED BUCKEYE NO 2 1951 AND PROJECTS 6 INCHES.
 ML1159'
 ML1159'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 ML1159'2 IS 70.5 FEET.
 ML1159'
 ML1159'THE AZIMUTH MARK IS LOCATED IN THE EAST EDGE OF A PASTURE, 38
 ML1159'FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 3 FEET
 ML1159'SOUTH OF THE SOUTH END OF A WIRE GATE, 2 FEET WEST OF A WITNESS
 ML1159'POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 ML1159'BUCKEYE 1951 AND PROJECTS 8 INCHES.
 ML1159'
 ML1159'TO REACH THE STATION FROM THE POST OFFICE IN EDDYVILLE, GO
 ML1159'NORTH ON STATE HIGHWAY 40 FOR 0.4 MILE TO A FORK.  TAKE THE RIGHT
 ML1159'FORK AND GO EASTERLY ON A WINDING GRAVELED ROAD FOR 3.4 MILES
 ML1159'TO A CROSSROAD, TURN LEFT AND GO NORTHERLY ON A WINDING DIRT
 ML1159'ROAD FOR 7.6 MILES TO A SMALL STEEL BRIDGE ACROSS THE SOUTH
 ML1159'LOUP RIVER.  CROSS THE BRIDGE AND CONTINUE NORTHERLY FOR 1.0
 ML1159'MILE TO THE TOP OF THE HILL AND THE STATION ON THE LEFT AS
 ML1159'DESCRIBED.
 ML1159'
 ML1159'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON A
 ML1159'DIRT ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 ML1159'DESCRIBED.
 ML1159
 ML1159                          STATION RECOVERY (1989)
 ML1159
 ML1159'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (ERS)
 ML1159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0446 ***********************************************************************
 MM0446  DESIGNATION -  BUCKTAIL
 MM0446  PID         -  MM0446
 MM0446  STATE/COUNTY-  NE/ARTHUR
 MM0446  USGS QUAD   -  BUCKTAIL (1985)
 MM0446
 MM0446                         *CURRENT SURVEY CONTROL
 MM0446  ___________________________________________________________________
 MM0446* NAD 83(1995)-  41 30 02.74009(N)    101 27 31.36437(W)     ADJUSTED  
 MM0446* NAVD 88     -      1144.     (meters)    3753.     (feet)  SCALED    
 MM0446  ___________________________________________________________________
 MM0446  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 MM0446  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 MM0446
 MM0446  HORZ ORDER  -  SECOND
 MM0446
 MM0446.The horizontal coordinates were established by classical geodetic methods
 MM0446.and adjusted by the National Geodetic Survey in August 1997..
 MM0446
 MM0446.The orthometric height was scaled from a topographic map.
 MM0446
 MM0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0446
 MM0446.The geoid height was determined by GEOID03.
 MM0446
 MM0446;                    North         East     Units Scale Factor Converg.
 MM0446;SPC NE       -   186,153.642   378,251.893   MT  0.99965860   -0 58 00.1
 MM0446;UTM  14      - 4,597,267.363   294,783.669   MT  1.00011829   -1 37 47.2
 MM0446
 MM0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0446!SPC NE       -   0.99982377  x   0.99965860  =   0.99948243
 MM0446!UTM  14      -   0.99982377  x   1.00011829  =   0.99994204
 MM0446
 MM0446|---------------------------------------------------------------------|
 MM0446| PID    Reference Object                     Distance      Geod. Az  |
 MM0446|                                                           dddmmss.s |
 MM0446| CP6707 BUCKTAIL RM 1                        41.419 METERS 06633     |
 MM0446| CP6706 BUCKTAIL AZ MK                                     0671550.5 |
 MM0446| CP6708 BUCKTAIL RM 2                        20.876 METERS 14914     |
 MM0446|---------------------------------------------------------------------|
 MM0446
 MM0446                          SUPERSEDED SURVEY CONTROL
 MM0446
 MM0446  NAD 83(1986)-  41 30 02.74179(N)    101 27 31.36982(W) AD(       ) 2
 MM0446  NAD 27      -  41 30 02.77800(N)    101 27 29.75500(W) AD(       ) 2
 MM0446
 MM0446.Superseded values are not recommended for survey control.
 MM0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0446.See file dsdata.txt to determine how the superseded data were derived.
 MM0446
 MM0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL9478497267(NAD 83)
 MM0446_MARKER: DS = TRIANGULATION STATION DISK
 MM0446_SETTING: 0 = UNSPECIFIED SETTING
 MM0446
 MM0446  HISTORY     - Date     Condition        Report By
 MM0446  HISTORY     - 1946     MONUMENTED       CGS
 MM0446
 MM0446                          STATION DESCRIPTION
 MM0446
 MM0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0446'LOCATED ABOUT 13.0 MILES, AIRLINE, EAST-SOUTHEAST OF ARTHUR
 MM0446'AND ABOUT 7 MILES, AIRLINE, SOUTHWEST OF FLATS, ON THE HIGHEST
 MM0446'POINT OF A GRASS-COVERED SAND HILL OWNED BY FRED LUTZ.  IT IS
 MM0446'A STANDARD DISK, STAMPED BUCKTAIL 1946, WELDED ON THE TOP
 MM0446'OF 3-INCH IRON PIPE PROJECTING 10 INCHES.
 MM0446'
 MM0446'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND
 MM0446'ABOUT 20 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 MM0446'STAMPED BUCKTAIL NO 1 1946, WELDED ON THE TOP OF A 3-INCH
 MM0446'IRON PIPE PROJECTING 1 FOOT.
 MM0446'
 MM0446'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND IS
 MM0446'ABOUT 5 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 MM0446'STAMPED BUCKTAIL NO 2 1946, WELDED ON THE TOP OF A 3-INCH
 MM0446'IRON PIPE PROJECTING 10 INCHES.
 MM0446'
 MM0446'AZIMUTH MARK IS ABOUT 0.1 MILE WEST OF THE WEST END OF A GROVE
 MM0446'OF TREES, 36 FEET EAST OF A FENCE CORNER, 10 FEET NORTH OF THE
 MM0446'CENTER LINE OF A TRACK ROAD, 2 FEET SOUTH OF AN EAST-WEST
 MM0446'FENCE LINE.  IT IS A STANDARD DISK, STAMPED BUCKTAIL 1946,
 MM0446'WELDED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 1 FOOT.
 MM0446'
 MM0446'REACHED FROM THE POST OFFICE IN FLATS GO WEST ON SAND ROAD FOR
 MM0446'0.85 MILE TO A CROSSROAD.  TURN LEFT, SOUTH, AND GO 4.1 MILES
 MM0446'TO A SIDE ROAD LEADING WEST AT A POINT JUST BEFORE REACHING
 MM0446'A CATTLE GUARD AND A LARGE GROVE OF TREES.  TURN RIGHT, WEST,
 MM0446'AND GO 0.3 MILE TO A FORK.  TAKE LEFT FORK AND GO 1.5 MILES
 MM0446'TO A FORK.  TAKE LEFT FORK AND GO 1.8 MILES TO THE AZIMUTH
 MM0446'MARK ON THE RIGHT.  CONTINUE, TAKING LEFT FORK FOR 0.9 MILE
 MM0446'TO A CROSSROAD JUST AFTER PASSING THROUGH GATE.  TURN SHARP
 MM0446'RIGHT AND GO 1.2 MILES TO A T FENCE CORNER.  TURN LEFT,
 MM0446'SOUTH, ALONG THE EAST SIDE OF THE NORTH-SOUTH FENCE LINE AND
 MM0446'GO 0.5 MILE.  HERE, TURN LEFT, LEAVING THE FENCE LINE AND
 MM0446'GO SOUTHWEST FOR 0.4 MILES TO THE HIGHEST POINT OF THE HILL
 MM0446'AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1120 ***********************************************************************
 ML1120  DESIGNATION -  BUFFALO
 ML1120  PID         -  ML1120
 ML1120  STATE/COUNTY-  NE/WHEELER
 ML1120  USGS QUAD   -  BARTLETT NW (1985)
 ML1120
 ML1120                         *CURRENT SURVEY CONTROL
 ML1120  ___________________________________________________________________
 ML1120* NAD 83(1995)-  41 55 47.78933(N)    098 43 34.05940(W)     ADJUSTED  
 ML1120* NAVD 88     -       700.5    (meters)    2298.     (feet)  VERTCON   
 ML1120  ___________________________________________________________________
 ML1120  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 ML1120  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 ML1120
 ML1120  HORZ ORDER  -  FIRST
 ML1120
 ML1120.The horizontal coordinates were established by classical geodetic methods
 ML1120.and adjusted by the National Geodetic Survey in August 1997..
 ML1120
 ML1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1120
 ML1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1120
 ML1120.The geoid height was determined by GEOID03.
 ML1120
 ML1120;                    North         East     Units Scale Factor Converg.
 ML1120;SPC NE       -   233,556.928   605,619.980   MT  0.99968593   +0 50 39.1
 ML1120;UTM  14      - 4,642,034.018   522,706.331   MT  0.99960634   +0 10 58.8
 ML1120
 ML1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1120!SPC NE       -   0.99989389  x   0.99968593  =   0.99957985
 ML1120!UTM  14      -   0.99989389  x   0.99960634  =   0.99950027
 ML1120
 ML1120:                Primary Azimuth Mark                     Grid Az
 ML1120:SPC NE       -  BUFFALO AZ MK                            080 24 44.6
 ML1120:UTM  14      -  BUFFALO AZ MK                            081 04 24.9
 ML1120
 ML1120|---------------------------------------------------------------------|
 ML1120| PID    Reference Object                     Distance      Geod. Az  |
 ML1120|                                                           dddmmss.s |
 ML1120| CN7999 BUFFALO AZ MK                                      0811523.7 |
 ML1120| CN8000 BUFFALO RM 1                         14.622 METERS 15107     |
 ML1120| CN8001 BUFFALO RM 2                         11.043 METERS 23606     |
 ML1120|---------------------------------------------------------------------|
 ML1120
 ML1120                          SUPERSEDED SURVEY CONTROL
 ML1120
 ML1120  NAD 83(1986)-  41 55 47.79438(N)    098 43 34.06536(W) AD(       ) 1
 ML1120  NAD 27      -  41 55 47.77000(N)    098 43 32.76100(W) AD(       ) 1
 ML1120  NGVD 29 (07/19/86)  700.3    (m)         2298.     (f) VERT ANG       
 ML1120
 ML1120.Superseded values are not recommended for survey control.
 ML1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1120.See file dsdata.txt to determine how the superseded data were derived.
 ML1120
 ML1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2270642034(NAD 83)
 ML1120_MARKER: V = STONE MONUMENT
 ML1120_SETTING: 0 = UNSPECIFIED SETTING
 ML1120
 ML1120  HISTORY     - Date     Condition        Report By
 ML1120  HISTORY     - 1900     MONUMENTED       CGS
 ML1120  HISTORY     - 1935     GOOD             CGS
 ML1120  HISTORY     - 1949     GOOD             CGS
 ML1120
 ML1120                          STATION DESCRIPTION
 ML1120
 ML1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 ML1120'THIS STATION IS ON THE HIGHEST SAND HILL OF A PROMINENT RANGE
 ML1120'DISTANT ABOUT 9 MILES WEST AND 3 MILES NORTH OF BARTLETT, NEAR
 ML1120'SW, CORNER SEC. 28, T. 23, R. 12 W., AND 2 MILES EAST OF THE
 ML1120'GARFIELD COUNTY LINE.  THERE ARE NO RESIDENCES WITHIN 4 OR
 ML1120'5 MILES OF THE STATION.  ONE OF THE NEAREST HOUSES, DISTANT
 ML1120'ABOUT 7 MILES TO THE NORTHEAST, IS SURROUNDED BY A CONSPICUOUS
 ML1120'GROVE OF COTTONWOOD TREES PLAINLY VISIBLE FROM THE STATION AND
 ML1120'IS OWNED AND OCCUPIED BY MR. S.B. FRENCH, WHO KNOWS THE
 ML1120'LOCATION OF THE STATION.  THE LAND IN THE VICINITY OF THE
 ML1120'STATION IS THE PROPERTY OF THE UNITED STATES AND ABOUT
 ML1120'25 SQUARE MILES OF IT IS FENCED IN AND USED AS A CATTLE
 ML1120'RANCH.  THE AZIMUTHS AND DISTANCES TO CERTAIN POINTS
 ML1120'ARE--TO A WINDMILL, 311 DEG 16 MIN, 1/2 MILE.  TO A WINDMILL, 351
 ML1120'DEG 00 MIN, 2 MILES.  TO A COTTONWOOD GROVE AT MR. FRENCHS HOUSE,
 ML1120'238 DEG 42 MIN, 7 MILES.  TO A WINDMILL AT BARTLETT,
 ML1120'290 DEG 07 MIN 55 SEC, 9.6 MILES.  THERE IS A BLOWOUT 15 FEET
 ML1120'DEEP ON THE SLOPE OF THE HILL TO THE EASTWARD OF THE
 ML1120'STATION.  THE SURFACE MARK IS A MARBLE POST 8 INCHES
 ML1120'SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED WITH ITS TOP FLUSH
 ML1120'WITH THE GROUND, AND HAVING TWO V-SHAPED GROOVES AT
 ML1120'RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS TOP.  THE
 ML1120'UNDERGROUND MARK IS AN EARTHENWARE CROCK, BURIED ABOUT 3 FEET
 ML1120'BELOW THE SURFACE, WITH BOTTOM UPWARD AND WITH A SMALL DRILL
 ML1120'HOLE IN THE BOTTOM.
 ML1120
 ML1120                          STATION RECOVERY (1935)
 ML1120
 ML1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1120'RECOVERED APRIL 25, 1935 AND FOUND IN GOOD CONDITION AS
 ML1120'DESCRIBED.  ABOUT 9 MILES WEST AND 3-1/4 MILES NORTH OF BARTLETT,
 ML1120'ABOUT 1 MILE EAST AND 3/4 MILE SOUTH OF THE POST OFFICE IN
 ML1120'SHERIDAN, ABOUT 1-3/4 MILES EAST OF THE GARFIELD-WHEELER COUNTY
 ML1120'LINE, NEAR THE CENTER OF THE SOUTHEAST QUARTER OF SEC. 29,
 ML1120'T. 23 N., R. 12 W., ON HAY LAND BELONGING TO AN OMAHA REAL
 ML1120'ESTATE FIRM, ON A HIGH SAND HILL SURROUNDED ON ALL SIDES BY
 ML1120'LOWER GROUND AND HAVING A LARGE GRASSED-OVER BLOW-OUT ON ITS
 ML1120'EAST SLOPE, AND ON A LEVEL EXPANSE ABOUT 25 FEET SOUTH OF THE
 ML1120'HIGHEST POINT OF THE HILL.  THE SURFACE MARK, A MARBLE POST,
 ML1120'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 ML1120'
 ML1120'TO REACH FROM THE POST OFFICE IN BARTLETT, GO WEST FOR 2-3/4
 ML1120'MILES ON STATE HIGHWAY 53 TO THE POINT WHERE HIGHWAY TURNS
 ML1120'SOUTH, CONTINUE WEST (THERE IS A SLIGHT JOG IN THE FIRST MILE)
 ML1120'4 MILES ON THE TRAIL LEADING TO SHERIDAN POST OFFICE, THEN
 ML1120'NORTH ABOUT 2-3/4 MILES TO A POINT ABOUT 1-1/4 MILES SOUTH OF
 ML1120'A SCHOOLHOUSE VISIBLE AHEAD, THENCE BY A WINDING TRAIL NORTHWEST
 ML1120'ABOUT 2 MILES (BY SPEEDOMETER), TO THE NORTHEAST CORNER OF
 ML1120'SECTION 28, (GENERAL LAND OFFICE MARKER AT SOUTH SIDE OF
 ML1120'TRAIL), THEN WEST ON WINDING TRAIL ABOUT 1 MILE AND SOUTH ABOUT
 ML1120'3/4 MILE TO THE TOP OF THE HIGHEST HILL IN THE VICINITY.
 ML1120
 ML1120                          STATION RECOVERY (1949)
 ML1120
 ML1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 ML1120'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 ML1120'GOOD CONDITION.  REFERENCE MARKS NO. 1, NO. 2 AND AN AZIMUTH
 ML1120'MARK WERE ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE
 ML1120'DESCRIPTION.
 ML1120'
 ML1120'THE STATION IS LOCATED ON A PROMINENT SAND HILL ABOUT 9.0
 ML1120'MILES WEST AND 3.25 MILES NORTH OF BARTLETT, ABOUT 1.0 MILE
 ML1120'EAST AND 0.75 OF A MILE SOUTH OF THE POST OFFICE IN THE VILLAGE
 ML1120'OF SHERIDAN AND ABOUT 1.75 MILES EAST OF THE GARFIELD-WHEELER
 ML1120'COUNTY LINE.  IT IS ON LAND OWNED BY THE WOLF BROTHERS OF
 ML1120'ALBION, NEB. IN WHAT IS KNOWN AS THE CLARK PASTURE.  THE MARK
 ML1120'IS ABOUT 25.0 FEET SOUTH OF THE HIGHEST POINT OF THE SAND
 ML1120'HILL AND 14.2 FEET SOUTH OF A WITNESS POST.  IT IS A MARBLE
 ML1120'POST 8 INCHES SQUARE AND HAS TWO V SHAPED GROOVES AT RIGHT
 ML1120'ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS TOP.  IT PROJECTS
 ML1120'ABOUT 5 INCHES ABOVE THE GROUND.
 ML1120'
 ML1120'REFERENCE MARK NO. 1 IS NEAR THE EAST EDGE OF THE
 ML1120'HILL AND ABOUT 2.0 FEET ABOVE THE ELEVATION OF THE STATION.
 ML1120'IT PROJECTS 8 INCHES AND IS STAMPED BUFFALO NO 1 1949.
 ML1120'
 ML1120'REFERENCE MARK NO. 2 IS NEAR THE WEST EDGE OF THE
 ML1120'HILL AT ABOUT THE SAME ELEVATION AS THE STATION.  IT PROJECTS
 ML1120'1.0 FOOT AND IS STAMPED BUFFALO NO 2 1949.
 ML1120'
 ML1120'THE AZIMUTH MARK IS 108.0 FEET SOUTH OF THE CENTER
 ML1120'OF A TRACK ROAD AND 51.0 FEET SOUTH OF A WELL PUMP AND WINDMILL.
 ML1120'IT PROJECTS 6 INCHES AND IS STAMPED BUFFALO 1949.
 ML1120'
 ML1120'TO REACH THE STATION FROM THE CROSSROAD JUST NORTH OF THE
 ML1120'POST OFFICE IN BARTLETT, GO WEST ON A GRAVEL ROAD (OLD STATE
 ML1120'HIGHWAY NO. 53) FOR 2.9 MILES TO A FORK IN THE CENTER OF A
 ML1120'CURVE WHERE THE GRAVEL ROAD TURNS LEFT, TAKE RIGHT FORK WEST,
 ML1120'NORTH AND WEST ON A SAND ROAD FOR 4.5 MILES TO A CROSSROAD,
 ML1120'TURN RIGHT AND GO NORTH FOR 1.0 MILE TO A T ROAD LEFT, CONTINUE
 ML1120'STRAIGHT AHEAD ACROSS A CATTLE GUARD AND GO NORTHERLY ON
 ML1120'MAIN TRACK ROAD FOR 2.1 MILES TO A CATTLE GUARD, CROSS CATTLE
 ML1120'GUARD AND CONTINUE ON MAIN TRACK ROAD FOR 0.55 OF A MILE TO A
 ML1120'WINDMILL ON THE RIGHT, CONTINUE NORTH AND WEST ON MAIN TRACK
 ML1120'ROAD FOR 0.95 OF A MILE TO A FORK AT WIRE GATE AND CATTLE
 ML1120'GUARD, TURN LEFT THROUGH WIRE GATE AND GO WEST FOR 0.2 OF
 ML1120'A MILE TO A RANCH HOUSE IN A GROVE OF TREES, TURN LEFT AND GO
 ML1120'SOUTH THROUGH RANCH YARDS PASSING THROUGH TWO GATES AND
 ML1120'CONTINUE SOUTH ON MAIN TRACK ROAD FOR 0.55 OF A MILE TO A
 ML1120'WINDMILL WITH TWO STEEL TANKS ON THE LEFT AND THE AZIMUTH
 ML1120'MARK AS DESCRIBED.  FROM THIS WINDMILL CONTINUE WEST,
 ML1120'SOUTHWEST AND WEST ON MAIN TRACK ROAD FOR ABOUT 0.6 OF A
 ML1120'MILE TO A POINT JUST BEFORE REACHING A WIRE GATE IN AN
 ML1120'EAST-WEST FENCE, HERE BEAR RIGHT AND GO WEST, NORTHWEST
 ML1120'AND NORTH ACROSS PASTURE FOR ABOUT 0.3 OF A MILE TO THE
 ML1120'TOP OF THE HIGHEST SAND HILL AND THE STATION AS
 ML1120'DESCRIBED.
 ML1120'
 ML1120'A 47 FOOT SIGNAL AT STATION MC CLURE 1900 IS VISIBLE AT 4
 ML1120'FEET.
 ML1120'
 ML1120'AN 87 FOOT SIGNAL AT STATION HOERLE IS VISIBLE AT 4 FEET.
 ML1120'
 ML1120'A 47 FOOT SIGNAL AT STATION DELOIT 1900 IS VISIBLE AT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0557 ***********************************************************************
 MN0557  DESIGNATION -  BUFFALO
 MN0557  PID         -  MN0557
 MN0557  STATE/COUNTY-  NE/CHEYENNE
 MN0557  USGS QUAD   -  POINT OF ROCKS (1972)
 MN0557
 MN0557                         *CURRENT SURVEY CONTROL
 MN0557  ___________________________________________________________________
 MN0557* NAD 83(1995)-  41 12 38.86315(N)    103 14 52.34565(W)     ADJUSTED  
 MN0557* NAVD 88     -      1364.6    (meters)    4477.     (feet)  VERTCON   
 MN0557  ___________________________________________________________________
 MN0557  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 MN0557  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 MN0557
 MN0557  HORZ ORDER  -  SECOND
 MN0557
 MN0557.The horizontal coordinates were established by classical geodetic methods
 MN0557.and adjusted by the National Geodetic Survey in August 1997..
 MN0557
 MN0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0557
 MN0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0557
 MN0557.The geoid height was determined by GEOID03.
 MN0557
 MN0557;                    North         East     Units Scale Factor Converg.
 MN0557;SPC NE       -   158,047.521   227,765.427   MT  0.99967178   -2 09 08.5
 MN0557;UTM  13      - 4,563,637.729   646,889.093   MT  0.99986555   +1 09 16.4
 MN0557
 MN0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0557!SPC NE       -   0.99978905  x   0.99967178  =   0.99946089
 MN0557!UTM  13      -   0.99978905  x   0.99986555  =   0.99965462
 MN0557
 MN0557|---------------------------------------------------------------------|
 MN0557| PID    Reference Object                     Distance      Geod. Az  |
 MN0557|                                                           dddmmss.s |
 MN0557| CP6712 BUFFALO RM 1                          9.811 METERS 00829     |
 MN0557| MN0543 ORDVILLE SIOUX ORD DEPOT TANK       APPROX.12.4 KM 0865149.6 |
 MN0557| MN0542 ORDVILLE SIOUX ORD DEPOT STACK      APPROX.12.2 KM 0871439.5 |
 MN0557| MN0212 X 76                                               0935159.9 |
 MN0557| CP6713 BUFFALO RM 2                          8.604 METERS 14843     |
 MN0557| MN0560 POTTER MUNICIPAL TANK               APPROX. 5.9 KM 2790738.1 |
 MN0557|---------------------------------------------------------------------|
 MN0557
 MN0557                          SUPERSEDED SURVEY CONTROL
 MN0557
 MN0557  NAD 83(1995)-  41 12 38.86154(N)    103 14 52.34609(W) AD(       ) 2
 MN0557  NAD 83(1986)-  41 12 38.85551(N)    103 14 52.34625(W) AD(       ) 2
 MN0557  NAD 27      -  41 12 38.92180(N)    103 14 50.59600(W) AD(       ) 2
 MN0557  NGVD 29 (07/19/86) 1364.0    (m)         4475.     (f) VERT ANG       
 MN0557
 MN0557.Superseded values are not recommended for survey control.
 MN0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0557.See file dsdata.txt to determine how the superseded data were derived.
 MN0557
 MN0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4688963638(NAD 83)
 MN0557_MARKER: DS = TRIANGULATION STATION DISK
 MN0557_SETTING: 66 = SET IN ROCK OUTCROP
 MN0557
 MN0557  HISTORY     - Date     Condition        Report By
 MN0557  HISTORY     - 1963     MONUMENTED       CGS
 MN0557
 MN0557                          STATION DESCRIPTION
 MN0557
 MN0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0557'THE STATION IS LOCATED ON THE TOP OF A BLUFF, OVERLOOKING THE
 MN0557'UNION PACIFIC RAILROAD AND U.S. HIGHWAY 30, ON LAND OWNED BY
 MN0557'MRS. M. GUNDERSON.  THE LAND IS LEASED BY MR. WESTLY GADWAY
 MN0557'OF POTTER.  IT IS ABOUT 15-1/2 MILES WEST-NORTHWEST OF SIDNEY,
 MN0557'7 MILES WEST OF ORDVILLE AND 3-1/2 MILES EAST OF POTTER.
 MN0557'
 MN0557'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 MN0557'IN POTTER AND U.S. HIGHWAY 30, DRIVE EAST ON U.S. HIGHWAY 30
 MN0557'FOR 2.1 MILES TO A SIDE ROAD LEFT.** TURN LEFT AND DRIVE NORTH,
 MN0557'CROSSING RAILROAD TRACKS, FOR 0.5 MILE TO SIDE ROAD RIGHT AT A
 MN0557'CATTLE GUARD AND A WIRE GATE.  TURN RIGHT, CROSS THE CATTLE
 MN0557'GUARD AND DRIVE EAST ON A FARM ROAD FOR 0.25 MILE TO A Y-FORK.
 MN0557'TAKE RIGHT FORK AND CONTINUE EAST ON THE FARM ROAD FOR 0.25
 MN0557'MILE TO ANOTHER Y-FORK.  TAKE THE LEFT FORK AND CONTINUE EAST
 MN0557'ON THE FARM ROAD FOR 0.25 MILE TO A GATE IN A NORTH-SOUTH
 MN0557'FENCE.  PASS THROUGH THE GATE AND DRIVE EAST AND SOUTHEAST ON A
 MN0557'TRACK ROAD 0.45 MILE TO A WINDMILL AND WATER TANKS.
 MN0557'CONTINUE SOUTHEASTERLY ON A DIM TRACK ROAD FOR 0.1
 MN0557'MILE TO A FENCE CORNER.  TURN LEFT AND FOLLOW A DIM
 MN0557'TRACK ROAD EASTERLY FOR 0.25 MILE TO A STEEL GATE IN A
 MN0557'NORTH-SOUTH FENCE.  PASS THROUGH THE GATE AND DRIVE
 MN0557'SOUTHEASTERLY FOR 0.25 MILE TO THE EASTERN END OF A BLUFF
 MN0557'AND THE STATION.
 MN0557'
 MN0557'THE STATION MARK IS A STANDARD DISK, STAMPED BUFFALO 1963,
 MN0557'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 2 FEET
 MN0557'BY 2 FEET.  THE OUTCROPPING BEDROCK IS FLUSH WITH THE GROUND
 MN0557'SURFACE.
 MN0557'
 MN0557'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUFFALO NO 1 1963,
 MN0557'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 MN0557'4 BY 6 FEET AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.
 MN0557'
 MN0557'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUFFALO NO 2 1963,
 MN0557'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 MN0557'3 BY 4 FEET AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.
 MN0557'
 MN0557'**TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD AND U.S. HIGHWAY
 MN0557'30, DRIVE EAST ON U.S. HIGHWAY 30 FOR 2.2 MILES TO THE MARK ON
 MN0557'THE NORTH SIDE OF U.S. HIGHWAY 30.
 MN0557'
 MN0557'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 MN0557'BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 MN0557'MONUMENT WHICH PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.
 MN0557'THE DISK IS STAMPED X 76 1934.  IT IS 109 FEET NORTH OF THE
 MN0557'CENTER OF U.S. HIGHWAY 30, 27.4 FEET EAST-SOUTHEAST OF A
 MN0557'TELEPHONE POLE AND 0.5 FOOT WEST OF A METAL WITNESS POST WITH
 MN0557'A SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1995 ***********************************************************************
 MK1995  DESIGNATION -  BUFFALO
 MK1995  PID         -  MK1995
 MK1995  STATE/COUNTY-  NE/SARPY
 MK1995  USGS QUAD   -  SPRINGFIELD (1975)
 MK1995
 MK1995                         *CURRENT SURVEY CONTROL
 MK1995  ___________________________________________________________________
 MK1995* NAD 83(1995)-  41 02 59.86219(N)    096 09 27.11084(W)     ADJUSTED  
 MK1995* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 MK1995  ___________________________________________________________________
 MK1995  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 MK1995  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 MK1995
 MK1995  HORZ ORDER  -  SECOND
 MK1995
 MK1995.The horizontal coordinates were established by classical geodetic methods
 MK1995.and adjusted by the National Geodetic Survey in August 1997..
 MK1995
 MK1995.The orthometric height was scaled from a topographic map.
 MK1995
 MK1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1995
 MK1995.The geoid height was determined by GEOID03.
 MK1995
 MK1995;                    North         East     Units Scale Factor Converg.
 MK1995;SPC NE       -   142,252.759   822,836.188   MT  0.99969005   +2 32 47.0
 MK1995;UTM  14      - 4,548,196.535   738,889.056   MT  1.00030243   +1 52 03.3
 MK1995
 MK1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1995!SPC NE       -   0.99994894  x   0.99969005  =   0.99963901
 MK1995!UTM  14      -   0.99994894  x   1.00030243  =   1.00025136
 MK1995
 MK1995:                Primary Azimuth Mark                     Grid Az
 MK1995:SPC NE       -  SPRINGFIELD MUN TANK                     030 39 18.1
 MK1995:UTM  14      -  SPRINGFIELD MUN TANK                     031 20 01.8
 MK1995
 MK1995|---------------------------------------------------------------------|
 MK1995| PID    Reference Object                     Distance      Geod. Az  |
 MK1995|                                                           dddmmss.s |
 MK1995| CL7642 SPRINGFIELD MUN TANK                               0331205.1 |
 MK1995| CL6961 BUFFALO RM 1                         17.721 METERS 17931     |
 MK1995| CL6962 BUFFALO RM 2                         16.614 METERS 27249     |
 MK1995|---------------------------------------------------------------------|
 MK1995
 MK1995                          SUPERSEDED SURVEY CONTROL
 MK1995
 MK1995  NAD 83(1986)-  41 02 59.87252(N)    096 09 27.11182(W) AD(       ) 2
 MK1995  NAD 27      -  41 02 59.86500(N)    096 09 26.05705(W) AD(       ) 2
 MK1995
 MK1995.Superseded values are not recommended for survey control.
 MK1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1995.See file dsdata.txt to determine how the superseded data were derived.
 MK1995
 MK1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3888948197(NAD 83)
 MK1995_MARKER: DD = SURVEY DISK
 MK1995_SETTING: 0 = UNSPECIFIED SETTING
 MK1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1995+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 MK1995
 MK1995  HISTORY     - Date     Condition        Report By
 MK1995  HISTORY     - 1967     MONUMENTED       USGS
 MK1995  HISTORY     - 1975     GOOD             LOCSUR
 MK1995  HISTORY     - 20060513 GOOD             INDIV
 MK1995
 MK1995                          STATION DESCRIPTION
 MK1995
 MK1995'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK1995'THE STATION IS LOCATED ABOUT 2.5 MI S. AND 1.25 MI W. OF
 MK1995'SPRINGFIELD, T. 13 N., R. 11 E., NEAR THE S. SIXTEENTH COR.
 MK1995'BETWEEN SECS. 34 AND 35, 244 FT N., 25 FT. E OF THE CENTER OF
 MK1995'PRIVATE DRIVE W., 2 FT W. OF FENCE, 25 FT. E OF CENTER OF RD.,
 MK1995'2 FT W. OF USGS WITNESS POST.  STANDARD ET BUFFALO 1967.
 MK1995'
 MK1995'TO REACH THE STATION FROM THE RR. CROSSING AND MAIN STREET IN
 MK1995'SPRINGFIELD, GO W. ALONG MAIN STREET FOR 0.2 MI TO STATE HWY.
 MK1995'50, TURN LEFT (S.) AND GO ALONG HWY. 50 FOR 0.5 MI TO A CROSSROADS,
 MK1995'TURN RIGHT (W.) AND GO ALONG COUNTY RD. FOR 1.0 MI TO A
 MK1995'CROSSROADS, TURN LEFT (S.) AND GO 1.7 MI TO TOP OF HILL AND
 MK1995'STATION ON LEFT (E.) SIDE OF RD.
 MK1995'
 MK1995'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK1995'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK1995'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 MK1995'
 MK1995'REFERENCE MARK 1 IS S. OF THE STATION, 186 FT N., 26 FT E. OF
 MK1995'CENTER OF PRIVATE DIRVE W., 26 FT E. OF CENTER OF RD., 2 FT W.
 MK1995'OF FENCE, STAMPED BUFFALO NO 1 1967.
 MK1995'
 MK1995'REFERENCE MARK 2 IS W. OF THE STATION, 248 FT N., 29 FT W. OF
 MK1995'CENTER OF PRIVATE DRIVE W., 2 FT E. OF FENCE, 29 FT W. OF CENTER
 MK1995'OF RD., STAMPED BUFFALO NO 2 1967.
 MK1995'
 MK1995'AZIMUTH MARK - NONE SET.
 MK1995'
 MK1995'REFERENCE AZIMUTH OBSERVED TO TOP CENTER SPRINGFIELD MWT.
 MK1995
 MK1995                          STATION RECOVERY (1975)
 MK1995
 MK1995'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (RDP)
 MK1995'STATION RECOVERED BY HOSKINS WESTERN - SONDERGGER
 MK1995'
 MK1995'BUFFALO - GOOD
 MK1995
 MK1995                          STATION RECOVERY (2006)
 MK1995
 MK1995'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DMP)
 MK1995'THE MARK IS LOCATED ON THE EAST SIDE OF LOCAL ROAD 156TH STREET AND
 MK1995'NORTH OF LOCAL ROAD BUFFALO ROAD APPROXIMATELY 0.25 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0559 ***********************************************************************
 MN0559  DESIGNATION -  BUHRDORF
 MN0559  PID         -  MN0559
 MN0559  STATE/COUNTY-  NE/CHEYENNE
 MN0559  USGS QUAD   -  POTTER (1972)
 MN0559
 MN0559                         *CURRENT SURVEY CONTROL
 MN0559  ___________________________________________________________________
 MN0559* NAD 83(1995)-  41 14 09.51533(N)    103 19 17.76968(W)     ADJUSTED  
 MN0559* NAVD 88     -      1393.0    (meters)    4570.     (feet)  VERTCON   
 MN0559  ___________________________________________________________________
 MN0559  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 MN0559  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 MN0559
 MN0559  HORZ ORDER  -  THIRD
 MN0559
 MN0559.The horizontal coordinates were established by classical geodetic methods
 MN0559.and adjusted by the National Geodetic Survey in August 1997..
 MN0559
 MN0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0559
 MN0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0559
 MN0559.The geoid height was determined by GEOID03.
 MN0559
 MN0559;                    North         East     Units Scale Factor Converg.
 MN0559;SPC NE       -   161,075.898   221,695.906   MT  0.99966963   -2 12 04.4
 MN0559;UTM  13      - 4,566,311.392   640,653.823   MT  0.99984348   +1 06 23.5
 MN0559
 MN0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0559!SPC NE       -   0.99978457  x   0.99966963  =   0.99945427
 MN0559!UTM  13      -   0.99978457  x   0.99984348  =   0.99962809
 MN0559
 MN0559:                Primary Azimuth Mark                     Grid Az
 MN0559:SPC NE       -  BUHRDORF AZ MK                           159 51 49.1
 MN0559:UTM  13      -  BUHRDORF AZ MK                           156 33 21.2
 MN0559
 MN0559|---------------------------------------------------------------------|
 MN0559| PID    Reference Object                     Distance      Geod. Az  |
 MN0559|                                                           dddmmss.s |
 MN0559| CP6714 BUHRDORF AZ MK                                     1573944.7 |
 MN0559| CP6715 BUHRDORF RM 1                        42.511 METERS 15957     |
 MN0559| MN0560 POTTER MUNICIPAL TANK               APPROX. 1.9 KM 1702230.0 |
 MN0559| CP6716 BUHRDORF RM 2                        43.852 METERS 20703     |
 MN0559|---------------------------------------------------------------------|
 MN0559
 MN0559                          SUPERSEDED SURVEY CONTROL
 MN0559
 MN0559  NAD 83(1995)-  41 14 09.51338(N)    103 19 17.76975(W) AD(       ) 3
 MN0559  NAD 83(1986)-  41 14 09.50753(N)    103 19 17.76987(W) AD(       ) 3
 MN0559  NAD 27      -  41 14 09.57640(N)    103 19 16.01460(W) AD(       ) 3
 MN0559  NGVD 29 (07/19/86) 1392.4    (m)         4568.     (f) VERT ANG       
 MN0559
 MN0559.Superseded values are not recommended for survey control.
 MN0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0559.See file dsdata.txt to determine how the superseded data were derived.
 MN0559
 MN0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4065466311(NAD 83)
 MN0559_MARKER: DS = TRIANGULATION STATION DISK
 MN0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0559
 MN0559  HISTORY     - Date     Condition        Report By
 MN0559  HISTORY     - 1963     MONUMENTED       CGS
 MN0559
 MN0559                          STATION DESCRIPTION
 MN0559
 MN0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0559'THE STATION IS LOCATED ON A SMALL KNOLL IN PASTURE LAND ON THE
 MN0559'PROPERTY OF MR. ELMER BUHRDORF, WHICH IS ABOUT 1-1/3 MILES
 MN0559'NORTH AND 1/3 MILE WEST OF POTTER, ABOUT 1-1/2 MILES NORTH
 MN0559'OF U.S. HIGHWAY 30 AND 0.2 MILE WEST OF A NORTH-SOUTH PAVED ROAD.
 MN0559'
 MN0559'TO REACH THE STATION FROM THE DEPOT IN POTTER, GO NORTH ON
 MN0559'GRAVELED ROAD AND OIL ROAD FOR 1.0 MILE TO A FARM HOME ON THE
 MN0559'RIGHT, EAST SIDE OF THE ROAD AND THE AZIMUTH MARK ON THE RIGHT,
 MN0559'EAST SIDE OF THE ROAD AS DESCRIBED.  CONTINUE NORTH ON OIL ROAD
 MN0559'FOR 0.4 MILE TO A SIDE ROAD LEFT AND GATE ON THE LEFT.  PASS
 MN0559'THROUGH THE GATE AND STAY ON THE NORTH SIDE OF THE FENCE AND
 MN0559'DRIVE WESTERLY ACROSS PASTURE FOR 0.2 MILE TO THE TOP OF A
 MN0559'SMALL HILL AND THE STATION AS DESCRIBED.
 MN0559'
 MN0559'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0559'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 2 INCHES AND IS STAMPED
 MN0559'BUHRDORF 1963.  IT IS 160 FEET NORTH OF AN EAST-WEST TRACK ROAD.
 MN0559'
 MN0559'R.M. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CIRCULAR
 MN0559'CONCRETE MONUMENT.  IT PROJECTS 5 INCHES AND IS STAMPED BUHRDORF
 MN0559'NO 1 1963.  IT IS 21 FEET NORTH OF AN EAST-WEST TRACK ROAD,
 MN0559'1.3 FEET NORTHEAST OF A METAL WITNESS POST AND 1 FOOT NORTH
 MN0559'OF AN EAST-WEST FENCE LINE.
 MN0559'
 MN0559'R.M. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CIRCULAR
 MN0559'CONCRETE MONUMENT.  IT PROJECTS 6 INCHES AND IS STAMPED BUHRDORF
 MN0559'NO 2 1963.  IT IS 21 FEET NORTH OF AN EAST-WEST TRACK ROAD
 MN0559'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 MN0559'
 MN0559'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0559'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 4 INCHES AND IS STAMPED
 MN0559'BUHRDORF 1963.  IT IS 42 FEET EAST OF THE CENTER LINE OF A
 MN0559'PAVED ROAD, 38 FEET SOUTH OF THE CENTER OF A ROAD THAT LEADS
 MN0559'TO A FARM HOME, 2 FEET NORTH OF A NORTHWEST FENCE CORNER AND
 MN0559'1.2 FEET NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1011 ***********************************************************************
 LG1011  DESIGNATION -  BUNKERHILL
 LG1011  PID         -  LG1011
 LG1011  STATE/COUNTY-  NE/JOHNSON
 LG1011  USGS QUAD   -  TABLE ROCK (1965)
 LG1011
 LG1011                         *CURRENT SURVEY CONTROL
 LG1011  ___________________________________________________________________
 LG1011* NAD 83(1995)-  40 14 46.28626(N)    096 05 06.66198(W)     ADJUSTED  
 LG1011* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 LG1011  ___________________________________________________________________
 LG1011  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 LG1011  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 LG1011
 LG1011  HORZ ORDER  -  SECOND
 LG1011
 LG1011.The horizontal coordinates were established by classical geodetic methods
 LG1011.and adjusted by the National Geodetic Survey in August 1997..
 LG1011
 LG1011.The orthometric height was scaled from a topographic map.
 LG1011
 LG1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1011
 LG1011.The geoid height was determined by GEOID03.
 LG1011
 LG1011;                    North         East     Units Scale Factor Converg.
 LG1011;SPC NE       -    53,380.280   832,949.735   MT  0.99989777   +2 35 39.6
 LG1011;UTM  14      - 4,459,158.922   747,929.860   MT  1.00035675   +1 53 02.9
 LG1011
 LG1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1011!SPC NE       -   0.99994899  x   0.99989777  =   0.99984677
 LG1011!UTM  14      -   0.99994899  x   1.00035675  =   1.00030572
 LG1011
 LG1011|---------------------------------------------------------------------|
 LG1011| PID    Reference Object                     Distance      Geod. Az  |
 LG1011|                                                           dddmmss.s |
 LG1011| CL6964 BUNKERHILL RM 1                      17.405 METERS 02835     |
 LG1011| CL6965 BUNKERHILL RM 2                      17.930 METERS 13627     |
 LG1011| CL6963 BUNKERHILL AZ MK                                   1850614.3 |
 LG1011| LG1010 TABLE ROCK MUNICIPAL TANK           APPROX. 7.5 KM 1870226.6 |
 LG1011| LG1005 ST PETERS LUTHERAN CH SPIRE         APPROX. 8.2 KM 2774922.7 |
 LG1011| LG1004 ELK CREEK MUNICIPAL TANK            APPROX. 5.8 KM 3240341.2 |
 LG1011|---------------------------------------------------------------------|
 LG1011
 LG1011                          SUPERSEDED SURVEY CONTROL
 LG1011
 LG1011  NAD 83(1986)-  40 14 46.29378(N)    096 05 06.65867(W) AD(       ) 2
 LG1011  NAD 27      -  40 14 46.29200(N)    096 05 05.64800(W) AD(       ) 2
 LG1011
 LG1011.Superseded values are not recommended for survey control.
 LG1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1011.See file dsdata.txt to determine how the superseded data were derived.
 LG1011
 LG1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4793059159(NAD 83)
 LG1011_MARKER: DS = TRIANGULATION STATION DISK
 LG1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1011
 LG1011  HISTORY     - Date     Condition        Report By
 LG1011  HISTORY     - 1947     MONUMENTED       CGS
 LG1011
 LG1011                          STATION DESCRIPTION
 LG1011
 LG1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1011'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHEAST OF TECUMSEH,
 LG1011'9.5 MILES NORTH-NORTHWEST OF TABLE ROCK, 2.5 MILE SOUTHEAST OF
 LG1011'ELK CREEK AND 1.5 MILE EAST OF THE NEMAHA RIVER ON THE EAST SIDE
 LG1011'OF THE BUNKERHILL DISTRICT SCHOOL.  IT IS 66 FEET SOUTHEAST OF
 LG1011'THE NORTHEAST CORNER OF THE SCHOOL AND 45 FEET EAST OF THE
 LG1011'SOUTHEAST CORNER OF THE SCHOOL HOUSE.  IT IS STAMPED BUNKERHILL
 LG1011'1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1011'
 LG1011'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN THE
 LG1011'HEDGE LINE.  IT IS STAMPED BUNKERHILL NO 1 1947 AND PROJECTS
 LG1011'4 INCHES.
 LG1011'
 LG1011'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, 2 FEET NORTH
 LG1011'OF WHITE WITNESS POST, 6 FEET NORTHEAST OF NORTHEAST CORNER OF
 LG1011'SMALL HOUSE AND 1 FOOT WEST OF FENCE LINE.  IT IS STAMPED
 LG1011'BUNKERHILL NO 2 1947 AND PROJECTS 4 INCHES.
 LG1011'
 LG1011'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION, 30
 LG1011'FEET WEST OF THE CENTER OF NORTH-SOUTH SECTION LINE ROAD, 30
 LG1011'FEET SOUTH OF THE CENTER OF DRIVEWAY, 2 FEET NORTH OF NORTHEAST
 LG1011'CORNER OF FENCE LINE, 10 FEET WEST-SOUTHWEST OF MAIL BOX AND 2
 LG1011'FEET NORTH-NORTHWEST OF WHITE WITNESS POST.  IT IS STAMPED
 LG1011'BUNKERHILL 1947 AND PROJECTS 6 INCHES.
 LG1011'
 LG1011'TO REACH THE STATION FROM THE POST OFFICE IN ELK CREEK, GO SOUTH
 LG1011'ABOUT 50 YARDS TO T-INTERSECTION, TURN LEFT AND GO 0.15 MILES TO
 LG1011'FORKS, CONTINUE STRAIGHT AHEAD ACROSS RAILROAD TRACKS FOR 0.45
 LG1011'MILE TO FORKS, BEAR LEFT AND CONTINUE FOR 2.7 MILES TO CROSSROADS,
 LG1011'TURN LEFT AND GO 0.95 MILE TO A T-ROAD LEFT ACROSS STEEL
 LG1011'BRIDGE OVER NEMAHA RIVER, TURN LEFT ACROSS RIVER FOR 1.0 MILE
 LG1011'TO T-INTERSECTION, TURN LEFT FOR ABOUT 100 FEET TO THE AZIMUTH
 LG1011'MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON SECTION LINE
 LG1011'ROAD FOR 0.4 MILE TO THE BUNKERHILL DISTRICT SCHOOL ON THE
 LG1011'RIGHT AND STATION ON THE EAST SIDE AS DESCRIBED.
 LG1011'
 LG1011'A 74 FOOT SIGNAL AT STATION WILLIAMSON IS VISIBLE AT 37 FEET.
 LG1011'
 LG1011'A 74 FOOT SIGNAL AT STATION STEINAUER IS VISIBLE AT 37 FEET
 LG1011'
 LG1011'A 74 FOOT SIGNAL AT STATION ELK CREEK IS VISIBLE AT 37 FEET
 LG1011'
 LG1011'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0493 ***********************************************************************
 LJ0493  DESIGNATION -  BUNNING
 LJ0493  PID         -  LJ0493
 LJ0493  STATE/COUNTY-  NE/DUNDY
 LJ0493  USGS QUAD   -  MAX (1962)
 LJ0493
 LJ0493                         *CURRENT SURVEY CONTROL
 LJ0493  ___________________________________________________________________
 LJ0493* NAD 83(1995)-  40 00 42.12053(N)    101 27 14.44280(W)     ADJUSTED  
 LJ0493* NAVD 88     -      1003.     (meters)    3291.     (feet)  SCALED    
 LJ0493  ___________________________________________________________________
 LJ0493  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 LJ0493  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 LJ0493
 LJ0493  HORZ ORDER  -  FIRST
 LJ0493
 LJ0493.The horizontal coordinates were established by classical geodetic methods
 LJ0493.and adjusted by the National Geodetic Survey in August 1997..
 LJ0493
 LJ0493.The orthometric height was scaled from a topographic map.
 LJ0493
 LJ0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0493
 LJ0493.The geoid height was determined by GEOID03.
 LJ0493
 LJ0493;                    North         East     Units Scale Factor Converg.
 LJ0493;SPC NE       -    20,849.197   375,864.016   MT  0.99999473   -0 57 48.8
 LJ0493;SPC KS N     -   191,952.718   105,157.174   MT  1.00004503   -2 11 07.5
 LJ0493;UTM  14      - 4,431,940.659   290,550.812   MT  1.00014008   -1 34 42.1
 LJ0493
 LJ0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0493!SPC NE       -   0.99984629  x   0.99999473  =   0.99984102
 LJ0493!SPC KS N     -   0.99984629  x   1.00004503  =   0.99989131
 LJ0493!UTM  14      -   0.99984629  x   1.00014008  =   0.99998635
 LJ0493
 LJ0493|---------------------------------------------------------------------|
 LJ0493| PID    Reference Object                     Distance      Geod. Az  |
 LJ0493|                                                           dddmmss.s |
 LJ0493| CP6722 BUNNING RM 1                         70.198 METERS 01615     |
 LJ0493| CP6721 BUNNING AZ MK                                      0830500.0 |
 LJ0493| CP6723 BUNNING RM 2                         79.001 METERS 13829     |
 LJ0493| LJ0499 BENKELMAN MUNICIPAL STANDPIPE       APPROX. 8.5 KM 2994949.4 |
 LJ0493|---------------------------------------------------------------------|
 LJ0493
 LJ0493                          SUPERSEDED SURVEY CONTROL
 LJ0493
 LJ0493  NAD 83(1986)-  40 00 42.12029(N)    101 27 14.44466(W) AD(       ) 1
 LJ0493  NAD 27      -  40 00 42.13400(N)    101 27 12.85400(W) AD(       ) 1
 LJ0493
 LJ0493.Superseded values are not recommended for survey control.
 LJ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0493.See file dsdata.txt to determine how the superseded data were derived.
 LJ0493
 LJ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK9055131941(NAD 83)
 LJ0493_MARKER: DS = TRIANGULATION STATION DISK
 LJ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0493
 LJ0493  HISTORY     - Date     Condition        Report By
 LJ0493  HISTORY     - 1935     MONUMENTED       CGS
 LJ0493  HISTORY     - 1951     GOOD             CGS
 LJ0493
 LJ0493                          STATION DESCRIPTION
 LJ0493
 LJ0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0493'STATION IS ABOUT 4 MILES EAST AND 2-1/2 MILES SOUTH OF BENKELMAN,
 LJ0493'NEAR THE CENTER OF THE WEST HALF OF SEC. 36, T. 1 N., R. 37 W.,
 LJ0493'ABOUT 1 MILE SOUTH OF THE FRED BUNNING FARM HOME, ON THE
 LJ0493'WESTERN END OF A HIGH EAST-AND-WEST RIDGE WHICH BLUFFS OFF
 LJ0493'ABOUT 30 FEET WEST OF THE STATION, AND 118 FEET WEST OF A
 LJ0493'NORTH-AND-SOUTH FENCE LINE.  THE MARK PROJECTS 5 INCHES.
 LJ0493'
 LJ0493'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE
 LJ0493'STATION, 1-1/2 FEET WEST OF THE FENCE, AND PROJECTS 4 INCHES.
 LJ0493'
 LJ0493'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION,
 LJ0493'4 FEET WEST OF THE FENCE, AND PROJECTS 6 INCHES.
 LJ0493'
 LJ0493'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE
 LJ0493'STATION, 50 FEET NORTH OF THE CENTER OF THE FARM ROAD, 3 FEET
 LJ0493'NORTH OF THE FENCE, AND PROJECTS 5 INCHES.
 LJ0493'
 LJ0493'THE STATION IS REACHED FROM BENKELMAN BY GOING EAST FROM THE
 LJ0493'NORTHWEST CORNER OF THE FAIR GROUNDS 4.0 MILES TO THE RICKARD
 LJ0493'SCHOOL.  AT A POINT ABOUT 100 YARDS EAST OF THE SCHOOL LEAVE
 LJ0493'THE GRADE, TURN RIGHT AND DRIVE SOUTH UP THE CANYON ON A TRAIL
 LJ0493'1.5 MILES TO THE BUNNING FARM, PASS THROUGH THE LOT AND CONTINUE
 LJ0493'SOUTHERLY UP THE DRAW 0.9 MILE TO THE TOP OF THE RIDGE, LEAVE
 LJ0493'THE TRAIL AND DRIVE WESTERLY ALONG THE TOP OF THE RIDGE 0.5
 LJ0493'MILE TO THE STATION.
 LJ0493'
 LJ0493'A 12-FOOT STAND CLEARED ALL LINES.
 LJ0493
 LJ0493                          STATION RECOVERY (1951)
 LJ0493
 LJ0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0493'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 LJ0493'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 LJ0493'
 LJ0493'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LJ0493'
 LJ0493'THE STATION IS LOCATED ABOUT 4 MILES EAST AND 2.5 MILES SOUTH
 LJ0493'OF BENKELMAN AND 1 MILE SOUTH OF FRED BUNNINGS HOME, NEAR THE
 LJ0493'WEST EDGE OF A HIGH EAST-WEST RIDGE AND 126 FEET WEST OF A
 LJ0493'NORTH-SOUTH FENCE LINE.  IT IS STAMPED BUNNING 1935 AND PROJECTS
 LJ0493'
 LJ0493'REFERENCE MARK NO. 1 IS 1.5 FEET WEST OF A NORTH-SOUTH FENCE
 LJ0493'LINE.  IT IS STAMPED BUNNING NO 1 1935 AND PROJECTS 5 INCHES.
 LJ0493'
 LJ0493'REFERENCE MARK NO. 2 IS 4.0 FEET WEST OF A NORTH-SOUTH FENCE
 LJ0493'LINE.  IT IS STAMPED BUNNING NO 2 1935 AND PROJECTS 8 INCHES.
 LJ0493'
 LJ0493'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0493'NO. 2 IS 428.8 FEET.
 LJ0493'
 LJ0493'THE AZIMUTH MARK IS 355 FEET WEST OF A NORTH-SOUTH FENCE
 LJ0493'LINE AND 75 FEET NORTH OF A DIM EAST-WEST FARM ROAD.  IT IS
 LJ0493'A STANDARD REFERENCE MARK DISK AND IS STAMPED BUNNING AZIMUTH 1935.
 LJ0493'IT PROJECTS 6 INCHES.
 LJ0493'
 LJ0493'TO REACH THE STATION FROM THE POST OFFICE IN BENKELMAN, GO
 LJ0493'SOUTH ON THE MAIN STREET FOR 0.05 MILE TO A T ROAD LEFT, TURN
 LJ0493'LEFT AND GO EAST ACROSS THE RAILROAD TRACKS FOR 0.05 MILE TO A
 LJ0493'T ROAD RIGHT, CONTINUE EAST ON A DIRT ROAD FOR 0.5 MILE TO
 LJ0493'THE REPUBLICAN RIVER, CROSS THE RIVER BRIDGE AND FOLLOW A DIRT
 LJ0493'ROAD EAST AND SOUTH ALONG THE RIVER FOR 1.0 MILE TO WHERE THE ROAD
 LJ0493'TURNS EAST, TURN LEFT AND GO EAST ON A DIRT ROAD FOR 3.7
 LJ0493'MILES TO A SCHOOLHOUSE ON THE RIGHT, CONTINUE EAST FOR 0.05
 LJ0493'MILE TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH ON A TRACK
 LJ0493'ROAD FOR 1.6 MILES TO THE BUNNING FARM HOME, CONTINUE
 LJ0493'SOUTH ACROSS LOT TO A GATE, PASS THROUGH GATE AND GO
 LJ0493'SOUTH ON A TRACK ROAD FOR 0.5 MILE TO A CATTLE GUARD,
 LJ0493'CONTINUE SOUTH UP DRAW FOR 0.45 MILE TO THE TOP OF THE RIDGE
 LJ0493'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, TURN RIGHT
 LJ0493'AND GO WEST FOR 0.4 MILE TO A NORTH-SOUTH FENCE AND THE STATION
 LJ0493'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1020 ***********************************************************************
 LG1020  DESIGNATION -  BURCHARD
 LG1020  PID         -  LG1020
 LG1020  STATE/COUNTY-  NE/PAWNEE
 LG1020  USGS QUAD   -  BURCHARD (1965)
 LG1020
 LG1020                         *CURRENT SURVEY CONTROL
 LG1020  ___________________________________________________________________
 LG1020* NAD 83(1995)-  40 11 24.42586(N)    096 20 59.92728(W)     ADJUSTED  
 LG1020* NAVD 88     -       447.     (meters)    1467.     (feet)  SCALED    
 LG1020  ___________________________________________________________________
 LG1020  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 LG1020  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 LG1020
 LG1020  HORZ ORDER  -  FIRST
 LG1020
 LG1020.The horizontal coordinates were established by classical geodetic methods
 LG1020.and adjusted by the National Geodetic Survey in August 1997..
 LG1020
 LG1020.The orthometric height was scaled from a topographic map.
 LG1020
 LG1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1020
 LG1020.The geoid height was determined by GEOID03.
 LG1020
 LG1020;                    North         East     Units Scale Factor Converg.
 LG1020;SPC NE       -    46,174.932   810,705.822   MT  0.99991947   +2 25 07.9
 LG1020;UTM  14      - 4,452,226.778   725,589.941   MT  1.00022651   +1 42 39.0
 LG1020
 LG1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1020!SPC NE       -   0.99993424  x   0.99991947  =   0.99985372
 LG1020!UTM  14      -   0.99993424  x   1.00022651  =   1.00016074
 LG1020
 LG1020|---------------------------------------------------------------------|
 LG1020| PID    Reference Object                     Distance      Geod. Az  |
 LG1020|                                                           dddmmss.s |
 LG1020| LG1022 BURCHARD 2                           27.391 METERS 01447     |
 LG1020| CL6972 BURCHARD RM 1                        22.773 METERS 03147     |
 LG1020| LG1019 SALEM EVANGELICAL REFORM CH         APPROX. 8.6 KM 0690735.1 |
 LG1020| LG1017 STEINAUER MUNICIPAL TANK            APPROX.10.5 KM 0781742.4 |
 LG1020| LG1021 BURCHARD 2 AZ MK                    APPROX. 0.6 KM 0893318.9 |
 LG1020| CL6971 BURCHARD AZ MK                                     0922317.9 |
 LG1020| CL6974 BURCHARD RM 3                        11.247 METERS 11423     |
 LG1020| LG1015 PAWNEE CITY MUN STANDPIPE           APPROX.18.6 KM 1160625.9 |
 LG1020| CL6973 BURCHARD RM 2                        16.724 METERS 11724     |
 LG1020| LG1018 BURCHARD MUNICIPAL STANDPIPE        APPROX. 4.2 KM 1772605.5 |
 LG1020| LG1026 LIBERTY MUNICIPAL TANK              APPROX.15.8 KM 2245942.3 |
 LG1020|---------------------------------------------------------------------|
 LG1020
 LG1020                          SUPERSEDED SURVEY CONTROL
 LG1020
 LG1020  NAD 83(1986)-  40 11 24.43332(N)    096 20 59.92331(W) AD(       ) 1
 LG1020  NAD 27      -  40 11 24.43300(N)    096 20 58.87100(W) AD(       ) 1
 LG1020
 LG1020.Superseded values are not recommended for survey control.
 LG1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1020.See file dsdata.txt to determine how the superseded data were derived.
 LG1020
 LG1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2559052227(NAD 83)
 LG1020_MARKER: DS = TRIANGULATION STATION DISK
 LG1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1020_STAMPING: BURCHARD 1947
 LG1020_MARK LOGO: CGS   
 LG1020_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1020+STABILITY: SURFACE MOTION
 LG1020
 LG1020  HISTORY     - Date     Condition        Report By
 LG1020  HISTORY     - 1947     MONUMENTED       CGS
 LG1020  HISTORY     - 1957     GOOD             CGS
 LG1020  HISTORY     - 1958     GOOD             CGS
 LG1020  HISTORY     - 1966     GOOD             CGS
 LG1020  HISTORY     - 19950412 GOOD             NGS
 LG1020
 LG1020                          STATION DESCRIPTION
 LG1020
 LG1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1020'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF BURCHARD IN THE
 LG1020'NORTHEAST ANGLE OF THE JUNCTION OF STATE ROUTES 4 AND 65 AND
 LG1020'EAST-WEST CROSS ROAD.  IT IS 81 FEET EAST OF THE CENTER OF STATE
 LG1020'ROUTE NO 4, 51 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD
 LG1020'DIVIDING Y FORMED BY THE JUNCTION AND 25 FEET NORTH OF WHITE
 LG1020'WITNESS POST.  IT IS STAMPED BURCHARD 1947 AND SET FLUSH WITH
 LG1020'THE GROUND SURFACE.
 LG1020'
 LG1020'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 45 FEET SOUTHWEST
 LG1020'OF THE CENTER OF THE NORTHEAST ROAD FORMING Y BY THE JUNCTION
 LG1020'OF STATE ROUTES 4 AND 65.  IT IS STAMPED BURCHARD NO 1 1947
 LG1020'AND SET FLUSH WITH THE GROUND SURFACE.
 LG1020'
 LG1020'REFERENCE MARK NO 2 IS EAST-SOUTHEAST OF THE STATION, 25 FEET
 LG1020'NORTH OF THE CENTER OF THE EAST-WEST ROAD DIVIDING Y.  IT IS
 LG1020'STAMPED BURCHARD NO 2 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1020'
 LG1020'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 35
 LG1020'FEET SOUTH OF THE CENTER OF STATE ROUTE 65, 2 FEET WEST OF WHITE
 LG1020'WITNESS POST AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS
 LG1020'STAMPED BURCHARD 1947 AND PROJECTS 4 INCHES.  TO REACH FROM THE
 LG1020'STATION, GO EAST ON STATE ROUTE 65 FOR 0.4 MILE TO THE MARK
 LG1020'ON THE RIGHT AS DESCRIBED.
 LG1020'
 LG1020'TO REACH THE STATION FROM BURCHARD, GO NORTH ON STATE ROUTE NO 4
 LG1020'FOR 3.0 MILES TO THE JUNCTION WITH STATE ROUTE 65 AND STATION
 LG1020'AS DESCRIBED IN NORTHEAST ANGLE.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION VESTA IS V.G.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION STEINAUER IS V.G.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION WILLIAMSON IS V.G.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION MACH IS VISIBLE AT 37 FEET.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION SUMMERFIELD IS VISIBLE AT 37 FEET.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION MALICKY IS VISIBLE AT 50 FEET.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION BLOODY IS VISIBLE AT 37 FEET.
 LG1020'
 LG1020'A 74 FOOT SIGNAL AT STATION VIRGINIA IS VISIBLE AT 37 FEET.
 LG1020'
 LG1020'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1020
 LG1020                          STATION RECOVERY (1957)
 LG1020
 LG1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LG1020'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1020'IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 2 WHICH HAD BEEN
 LG1020'TORN OUT OF THE GROUND.  THE STATION MARK WAS FOUND FLUSH WITH
 LG1020'THE GROUND AND 15 FEET NORTH OF A POWER POLE.  REFERENCE MARK
 LG1020'NO. 3 WAS ESTABLISHED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LG1020'A SHORT DESCRIPTION OF THE NEW REFERENCE MARK FOLLOWS-
 LG1020'
 LG1020'REFERENCE MARK NO. 3 IS EAST-SOUTHEAST OF THE STATION, 34 FEET
 LG1020'NORTH OF THE CENTER OF EAST-WEST ROAD, AND 28 FEET EAST OF A
 LG1020'POWER POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LG1020'BURCHARD NO 3 1947.
 LG1020
 LG1020                          STATION RECOVERY (1958)
 LG1020
 LG1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1020'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LG1020'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 LG1020'SEARCHED FOR BUT WAS NOT RECOVERED.  THE DISTANCE TO R.M. 1 WAS
 LG1020'FOUND TO BE THE SAME AS STATED IN THE ORIGINAL DESCRIPTION OF
 LG1020'1947.
 LG1020'
 LG1020'AN INSTRUMENT SET-UP WAS NOT MADE AT THIS STATION AT THIS
 LG1020'TIME.  THE DESCRIPTION OF 1947 IS ADEQUATE.
 LG1020
 LG1020                          STATION RECOVERY (1966)
 LG1020
 LG1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1020'THE STATION, R.M. NO. 1 AND THE AZIMUTH MARK RECOVERED AND
 LG1020'FOUND IN GOOD CONDITION.  R.M. NO. 3 HAD BEEN DESTROYED BY
 LG1020'HIGHWAY CONSTRUCTION.  THE STATION AND AZIMUTH MARKS WERE IN
 LG1020'THE WAY OF HIGHWAY CONSTRUCTION SO A NEW STATION WAS ESTABLISHED.
 LG1020'FOR DETAILS SEE DESCRIPTION FOR BURCHARD 2 1966.
 LG1020'
 LG1020'THE ANGLE BETWEEN THE AZIMUTH MARK AND BURCHARD MUNI. STANDPIPE
 LG1020'FAILED TO CHECK BY 38.5 SECONDS.  THERE WAS NO INDICATION THAT
 LG1020'EITHER THE STATION OR THE AZIMUTH MARK HAD BEEN DISTURBED.
 LG1020'
 LG1020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTH OF
 LG1020'BURCHARD.
 LG1020
 LG1020                          STATION RECOVERY (1995)
 LG1020
 LG1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 LG1020'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1022 ***********************************************************************
 LG1022  DESIGNATION -  BURCHARD 2
 LG1022  PID         -  LG1022
 LG1022  STATE/COUNTY-  NE/PAWNEE
 LG1022  USGS QUAD   -  BURCHARD (1965)
 LG1022
 LG1022                         *CURRENT SURVEY CONTROL
 LG1022  ___________________________________________________________________
 LG1022* NAD 83(1995)-  40 11 25.28451(N)    096 20 59.63178(W)     ADJUSTED  
 LG1022* NAVD 88     -       447.     (meters)    1467.     (feet)  SCALED    
 LG1022  ___________________________________________________________________
 LG1022  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 LG1022  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 LG1022
 LG1022  HORZ ORDER  -  SECOND
 LG1022
 LG1022.The horizontal coordinates were established by classical geodetic methods
 LG1022.and adjusted by the National Geodetic Survey in August 1997..
 LG1022.No horizontal observational check was made to the station.
 LG1022
 LG1022.The orthometric height was scaled from a topographic map.
 LG1022
 LG1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1022
 LG1022.The geoid height was determined by GEOID03.
 LG1022
 LG1022;                    North         East     Units Scale Factor Converg.
 LG1022;SPC NE       -    46,201.686   810,711.688   MT  0.99991938   +2 25 08.1
 LG1022;UTM  14      - 4,452,253.465   725,596.139   MT  1.00022655   +1 42 39.3
 LG1022
 LG1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1022!SPC NE       -   0.99993424  x   0.99991938  =   0.99985363
 LG1022!UTM  14      -   0.99993424  x   1.00022655  =   1.00016078
 LG1022
 LG1022|---------------------------------------------------------------------|
 LG1022| PID    Reference Object                     Distance      Geod. Az  |
 LG1022|                                                           dddmmss.s |
 LG1022| CL6975 BURCHARD 2 RM 4                      22.437 METERS 02031     |
 LG1022| LG1019 SALEM EVANGELICAL REFORM CH         APPROX. 8.6 KM 0691630.0 |
 LG1022| LG1017 STEINAUER MUNICIPAL TANK            APPROX.10.5 KM 0782544.3 |
 LG1022| LG1021 BURCHARD 2 AZ MK                    APPROX. 0.6 KM 0915705.4 |
 LG1022| CL6971 BURCHARD AZ MK                                     0944443.0 |
 LG1022| CL6972 BURCHARD RM 1                         8.716 METERS 14458     |
 LG1022| LG1018 BURCHARD MUNICIPAL STANDPIPE        APPROX. 4.2 KM 1773245.0 |
 LG1022| LG1020 BURCHARD                             27.391 METERS 19447     |
 LG1022|---------------------------------------------------------------------|
 LG1022
 LG1022                          SUPERSEDED SURVEY CONTROL
 LG1022
 LG1022  NAD 83(1986)-  40 11 25.29217(N)    096 20 59.62774(W) AD(       ) 2
 LG1022  NAD 27      -  40 11 25.29156(N)    096 20 58.57548(W) AD(       ) 2
 LG1022
 LG1022.Superseded values are not recommended for survey control.
 LG1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1022.See file dsdata.txt to determine how the superseded data were derived.
 LG1022
 LG1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2559652253(NAD 83)
 LG1022_MARKER: DS = TRIANGULATION STATION DISK
 LG1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1022_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG1022
 LG1022  HISTORY     - Date     Condition        Report By
 LG1022  HISTORY     - 1966     MONUMENTED       CGS
 LG1022  HISTORY     - 1974     GOOD             NGS
 LG1022
 LG1022                          STATION DESCRIPTION
 LG1022
 LG1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1022'THE STATION IS ABOUT 3 MILES NORTH OF BURCHARD AND IS IN THE
 LG1022'NORTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 4 AND 65.
 LG1022'
 LG1022'TO REACH THE STATION FROM BURCHARD, GO NORTH ON STATE HIGHWAY 4
 LG1022'FOR 3.0 MILES TO THE JUNCTION OF STATE HIGHWAY 65 AND STATION ON
 LG1022'RIGHT.
 LG1022'
 LG1022'THE STATION IS 138 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 LG1022'65, 103.5 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 4 AND 1.5
 LG1022'FEET SOUTH OF A METAL WITNESS POST.  THE MARK IS FLUSH WITH
 LG1022'THE GROUND AND THE DISK IS STAMPED BURCHARD 2 1966.
 LG1022'
 LG1022'R.M. NO. 1 IS 120 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 4,
 LG1022'115 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 65 AND 1 FOOT
 LG1022'WEST OF A WOODEN WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 LG1022'IS STAMPED BURCHARD NO 1 1947.  THIS MARK WAS USED FOR A REFERENCE
 LG1022'TO THE ORIGINAL STATION SO THE ARROW DOES NOT POINT TOWARD THE
 LG1022'STATION.
 LG1022'
 LG1022'R.M. NO. 4 IS 129.5 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 LG1022'4 AND 1 FOOT SOUTHWEST OF A FENCE.  THE MARK PROJECTS 1 INCH AND THE
 LG1022'DISK IS STAMPED BURCHARD 2 NO 4 1966.
 LG1022'
 LG1022'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 79 FEET
 LG1022'NORTH OF THE CENTERLINE OF STATE HIGHWAY 65 AND 1.5 FEET WEST
 LG1022'OF A METAL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 LG1022'DISK IS STAMPED BURCHARD 2 1966.
 LG1022'
 LG1022'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 4 IS 92.83 FEET
 LG1022'28.294 METERS.  THE DIFFERENCE IN ELEVATION FROM BURCHARD 1947
 LG1022'TO BURCHARD 2 1966 IS - 1.200 FEET.
 LG1022
 LG1022                          STATION RECOVERY (1974)
 LG1022
 LG1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LG1022'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 4 AND THE
 LG1022'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 LG1022'DESCRIBED IN 1966.  THE 1966 DESCRIPTION IS ADEQUATE FOR RECOVERY
 LG1022'OF THE MARKS.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 LG1022'WERE NOT CHECKED THIS DATE.  THIS STATION WAS OCCUPIED THIS
 LG1022'DATE FOR ADDITIONAL DIRECTION MEASUREMENTS TO INTERSECTION
 LG1022'STATIONS, ALSO THE DISTANCE TO THE AZIMUTH MARK FROM THE
 LG1022'STATION MARK WAS MEASURED WITH AN EDMI.
 LG1022'
 LG1022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES NORTH
 LG1022'OF BURCHARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1021 ***********************************************************************
 LG1021  DESIGNATION -  BURCHARD 2 AZ MK
 LG1021  PID         -  LG1021
 LG1021  STATE/COUNTY-  NE/PAWNEE
 LG1021  USGS QUAD   -  BURCHARD (1965)
 LG1021
 LG1021                         *CURRENT SURVEY CONTROL
 LG1021  ___________________________________________________________________
 LG1021* NAD 83(1995)-  40 11 24.58574(N)    096 20 32.92352(W)     ADJUSTED  
 LG1021* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 LG1021  ___________________________________________________________________
 LG1021  LAPLACE CORR-          -7.03  (seconds)                    DEFLEC99
 LG1021  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 LG1021
 LG1021  HORZ ORDER  -  THIRD
 LG1021
 LG1021.The horizontal coordinates were established by classical geodetic methods
 LG1021.and adjusted by the National Geodetic Survey in August 1997..
 LG1021.No horizontal observational check was made to the station.
 LG1021
 LG1021.The orthometric height was scaled from a topographic map.
 LG1021
 LG1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1021
 LG1021.The geoid height was determined by GEOID03.
 LG1021
 LG1021;                    North         East     Units Scale Factor Converg.
 LG1021;SPC NE       -    46,206.843   811,343.755   MT  0.99991945   +2 25 25.8
 LG1021;UTM  14      - 4,452,250.810   726,228.417   MT  1.00023007   +1 42 56.5
 LG1021
 LG1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1021!SPC NE       -   0.99993550  x   0.99991945  =   0.99985496
 LG1021!UTM  14      -   0.99993550  x   1.00023007  =   1.00016556
 LG1021
 LG1021                          SUPERSEDED SURVEY CONTROL
 LG1021
 LG1021  NAD 83(1986)-  40 11 24.59331(N)    096 20 32.91948(W) AD(       ) 3
 LG1021  NAD 27      -  40 11 24.59169(N)    096 20 31.86811(W) AD(       ) 3
 LG1021
 LG1021.Superseded values are not recommended for survey control.
 LG1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1021.See file dsdata.txt to determine how the superseded data were derived.
 LG1021
 LG1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2622852251(NAD 83)
 LG1021_MARKER: DZ = AZIMUTH MARK DISK
 LG1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1021+STABILITY: SURFACE MOTION
 LG1021
 LG1021  HISTORY     - Date     Condition        Report By
 LG1021  HISTORY     - 1966     MONUMENTED       CGS
 LG1021
 LG1021                          STATION DESCRIPTION
 LG1021
 LG1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1021'THE STATION BURCHARD 2 IS ABOUT 3 MILES NORTH OF BURCHARD AND IS IN
 LG1021'THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 4 AND 65.
 LG1021'
 LG1021'TO REACH THE STATION BURCHARD 2 FROM BURCHARD, GO NORTH ON STATE
 LG1021'HIGHWAY 4 FOR 3.0 MILES TO THE JUNCTION OF STATE HIGHWAY 65 AND
 LG1021'STATION ON RIGHT.
 LG1021'
 LG1021'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 79
 LG1021'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 65 AND 1.5 FEET
 LG1021'WEST OF A METAL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 LG1021'DISK IS STAMPED BURCHARD 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1018 ***********************************************************************
 LG1018  DESIGNATION -  BURCHARD MUNICIPAL STANDPIPE
 LG1018  PID         -  LG1018
 LG1018  STATE/COUNTY-  NE/PAWNEE
 LG1018  USGS QUAD   -  BURCHARD (1965)
 LG1018
 LG1018                         *CURRENT SURVEY CONTROL
 LG1018  ___________________________________________________________________
 LG1018* NAD 83(1995)-  40 09 08.59449(N)    096 20 51.99697(W)     ADJUSTED  
 LG1018* NAVD 88     -                                                        
 LG1018  ___________________________________________________________________
 LG1018  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 LG1018  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 LG1018
 LG1018  HORZ ORDER  -  THIRD
 LG1018
 LG1018.The horizontal coordinates were established by classical geodetic methods
 LG1018.and adjusted by the National Geodetic Survey in August 1997..
 LG1018
 LG1018
 LG1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1018
 LG1018.The geoid height was determined by GEOID03.
 LG1018
 LG1018;                    North         East     Units Scale Factor Converg.
 LG1018;SPC NE       -    41,997.329   811,070.141   MT  0.99993460   +2 25 13.1
 LG1018;SPC KS N     -   203,235.689   540,779.122   MT  1.00008074   +1 02 43.4
 LG1018;UTM  14      - 4,448,043.732   725,902.654   MT  1.00022826   +1 42 39.4
 LG1018
 LG1018                          SUPERSEDED SURVEY CONTROL
 LG1018
 LG1018  NAD 83(1986)-  40 09 08.60127(N)    096 20 51.99243(W) AD(       ) 4
 LG1018  NAD 27      -  40 09 08.59500(N)    096 20 50.95000(W) AD(       ) 3
 LG1018
 LG1018.Superseded values are not recommended for survey control.
 LG1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1018.See file dsdata.txt to determine how the superseded data were derived.
 LG1018
 LG1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2590348044(NAD 83)
 LG1018_MARKER: 52 = STANDPIPE TANK
 LG1018
 LG1018  HISTORY     - Date     Condition        Report By
 LG1018  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1018  HISTORY     - 1958     GOOD             CGS
 LG1018
 LG1018                          STATION DESCRIPTION
 LG1018
 LG1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1018'THE STANDPIPE IS LOCATED AT THE NORTHEAST EDGE OF TOWN.  IT IS
 LG1018'A ROUND STEEL STRUCTURE ABOUT 15 FEET IN DIAMETER AND 105 FEET IN
 LG1018'HEIGHT.  IT IS 65 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT
 LG1018'ROAD AND 100 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.
 LG1018'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG1018
 LG1018                          STATION RECOVERY (1958)
 LG1018
 LG1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1018'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LG1018'ORIGINAL DESCRIPTION OF 1947 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0769 ***********************************************************************
 LF0769  DESIGNATION -  BURK
 LF0769  PID         -  LF0769
 LF0769  STATE/COUNTY-  NE/RICHARDSON
 LF0769  USGS QUAD   -  DAWSON (1965)
 LF0769
 LF0769                         *CURRENT SURVEY CONTROL
 LF0769  ___________________________________________________________________
 LF0769* NAD 83(1995)-  40 08 44.47565(N)    095 47 16.54499(W)     ADJUSTED  
 LF0769* NAVD 88     -       344.220  (meters)    1129.33   (feet)  ADJUSTED  
 LF0769  ___________________________________________________________________
 LF0769  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 LF0769  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LF0769  DYNAMIC HT  -         344.026 (meters)    1128.69  (feet)  COMP
 LF0769  MODELED GRAV-     980,052.6   (mgal)                       NAVD 88
 LF0769
 LF0769  HORZ ORDER  -  FIRST
 LF0769  VERT ORDER  -  SECOND    CLASS 0
 LF0769
 LF0769.The horizontal coordinates were established by classical geodetic methods
 LF0769.and adjusted by the National Geodetic Survey in August 1997..
 LF0769
 LF0769.The orthometric height was determined by differential leveling
 LF0769.and adjusted by the National Geodetic Survey in June 1991..
 LF0769
 LF0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0769
 LF0769.The geoid height was determined by GEOID03.
 LF0769
 LF0769.The dynamic height is computed by dividing the NAVD 88
 LF0769.geopotential number by the normal gravity value computed on the
 LF0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0769.degrees latitude (g = 980.6199 gals.).
 LF0769
 LF0769.The modeled gravity was interpolated from observed gravity values.
 LF0769
 LF0769;                    North         East     Units Scale Factor Converg.
 LF0769;SPC NE       -    43,422.905   858,754.959   MT  0.99993733   +2 47 28.8
 LF0769;SPC KS N     -   203,509.719   588,491.329   MT  1.00007890   +1 23 58.6
 LF0769;UTM  15      - 4,447,654.121   262,513.734   MT  1.00029435   -1 47 53.9
 LF0769
 LF0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0769!SPC NE       -   0.99995072  x   0.99993733  =   0.99988805
 LF0769!SPC KS N     -   0.99995072  x   1.00007890  =   1.00002961
 LF0769!UTM  15      -   0.99995072  x   1.00029435  =   1.00024505
 LF0769
 LF0769:                Primary Azimuth Mark                     Grid Az
 LF0769:SPC NE       -  SHUBERT MUNICIPAL TANK                   038 09 23.6
 LF0769:SPC KS N     -  SHUBERT MUNICIPAL TANK                   039 32 53.8
 LF0769:UTM  15      -  SHUBERT MUNICIPAL TANK                   042 44 46.3
 LF0769
 LF0769|---------------------------------------------------------------------|
 LF0769| PID    Reference Object                     Distance      Geod. Az  |
 LF0769|                                                           dddmmss.s |
 LF0769| LF1377 SHUBERT MUNICIPAL TANK              APPROX.13.7 KM 0405652.4 |
 LF0769| LF0775 BURK AZ MK                                         0920305.3 |
 LF0769| LF0771 BURK RM 1                            43.919 METERS 09309     |
 LF0769| LF1370 FALLS CITY ST PET AND PAULS CH      APPROX.18.8 KM 1190155.0 |
 LF0769| KE1267 MORRILL MUNICIPAL TANK              APPROX.24.9 KM 1615000.2 |
 LF0769| LF1379 DAWSON MUNICIPAL TANK               APPROX. 3.8 KM 2542237.5 |
 LF0769| LF0772 BURK RM 2                            38.249 METERS 27044     |
 LF0769| LF0770 BURK 2                               14.571 METERS 32705     |
 LF0769| LF1381 BURK RM 3                             4.622 METERS 34521     |
 LF0769|---------------------------------------------------------------------|
 LF0769
 LF0769                          SUPERSEDED SURVEY CONTROL
 LF0769
 LF0769  NAD 83(1986)-  40 08 44.48324(N)    095 47 16.54075(W) AD(       ) 1
 LF0769  NAD 27      -  40 08 44.47600(N)    095 47 15.57300(W) AD(       ) 1
 LF0769  NGVD 29 (??/??/92)  344.133  (m)         1129.04   (f) ADJ UNCH    2 0
 LF0769
 LF0769.Superseded values are not recommended for survey control.
 LF0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0769.See file dsdata.txt to determine how the superseded data were derived.
 LF0769
 LF0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6251447654(NAD 83)
 LF0769_MARKER: DB = BENCH MARK DISK
 LF0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0769_STAMPING: BURK 1934
 LF0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0769+STABILITY: SURFACE MOTION
 LF0769
 LF0769  HISTORY     - Date     Condition        Report By
 LF0769  HISTORY     - 1934     MONUMENTED       CGS
 LF0769  HISTORY     - 1934     GOOD             CGS
 LF0769  HISTORY     - 1945     GOOD             CGS
 LF0769  HISTORY     - 1947     GOOD             CGS
 LF0769  HISTORY     - 1947     GOOD             CGS
 LF0769  HISTORY     - 1975     GOOD             NGS
 LF0769  HISTORY     - 1975     GOOD             NGS
 LF0769  HISTORY     - 1981     GOOD             LOCSUR
 LF0769
 LF0769                          STATION DESCRIPTION
 LF0769
 LF0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF0769'STATION IS LOCATED ABOUT 3 MILES N AND E OF DAWSON, 20 MILES
 LF0769'S AND E OF AUBURN, IN THE S EDGE OF THE SE 1/4 SEC. 12, T. 2 N.,
 LF0769'R. 14 E., ON PROPERTY OWNED BY JOHN BURK WHO LIVES 100 YARDS NE
 LF0769'OF STATION.  MARK IS SET IN THE SE CORNER OF UNCULTIVATED
 LF0769'FIELD, 9.5 FEET W OF N-S FENCE LINE WHICH DIVIDES PASTURE FROM
 LF0769'POTATO PATCH, 9 FEET N OF WIRE AND THORN HEDGE WHICH SEPARATES
 LF0769'PASTURE FROM STATE HIGHWAY 4.  MARK IS 12 INCHES BELOW
 LF0769'SURFACE OF GROUND.
 LF0769'
 LF0769'TO REACH FROM DAWSON, GO N ON U.S. HIGHWAY 75 ONE MILE, THENCE
 LF0769'E ON STATE HIGHWAY 4 (U.S. HIGHWAY 73) 2.3 MILES TO THE BURK HOUSE
 LF0769'AND STATION.
 LF0769'
 LF0769'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 LF0769'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 LF0769'
 LF0769'REFERENCE MARK 1 IS 43.920 METERS (144.09 FEET) E OF STATION, 3
 LF0769'FEET N OF HEDGE FENCE, AND 62 FEET W OF DRIVEWAY TO THE BURK
 LF0769'HOUSE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 LF0769'POST FLUSH WITH THE GROUND.
 LF0769'
 LF0769'REFERENCE MARK 2 IS 38.227 METERS (125.42 FEET) W OF STATION, 10.5
 LF0769'FEET N OF THORN HEDGE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF
 LF0769'A CONCRETE POST FLUSH WITH THE GROUND.
 LF0769'
 LF0769'AZIMUTH MARK IS BRONZE DISK IN TOP OF A CONCRETE POST.  FROM
 LF0769'STA. GO E ON STATE HIGHWAY 4 FOR 0.4 MILE TO GATE ON S SIDE OF
 LF0769'ROAD AND MARK.  IT IS 34 FEET S OF CENTER LINE OF HIGHWAY, IN
 LF0769'FENCE LINE AND 8 FEET W OF W GATEPOST.
 LF0769'
 LF0769'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LF0769
 LF0769                          STATION RECOVERY (1934)
 LF0769
 LF0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LF0769'4.1 MI NE FROM DAWSON.
 LF0769'4.1 MILES NORTHEAST OF DAWSON, RICHARDSON COUNTY.  THIS BENCH
 LF0769'MARK MAY BE REACHED FROM THE STATION BY GOING 1.1 MILES SOUTHEAST
 LF0769'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TO BRIDGE
 LF0769'32.24, THENCE 0.2 MILE NORTH THROUGH A BARNYARD TO A DIRT ROAD,
 LF0769'THENCE 0.1 MILE EAST, 0.7 MILE NORTH, 0.2 MILE EAST, AND 1.0
 LF0769'MILE NORTH ALONG THE DIRT ROAD, AND THENCE 0.8 MILE EAST ALONG
 LF0769'STATE HIGHWAY 73.  IT IS 41 FEET NORTH OF THE CENTERLINE OF THE
 LF0769'HIGHWAY, 5 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 LF0769'1 FOOT BELOW THE SURFACE OF THE GROUND.  A STANDARD
 LF0769'TRIANGULATION-STATION DISK, STAMPED BURK 1934 AND SET IN THE
 LF0769'TOP OF A CONCRETE POST.
 LF0769
 LF0769                          STATION RECOVERY (1945)
 LF0769
 LF0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF0769'STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934.  ALL MARKS
 LF0769'WERE FOUND IN GOOD CONDITION.  THE DISTANCES WERE CHECKED AND
 LF0769'FOUND CORRECT.  THE SIGNAL COULD NOT BE ERECTED OVER THE MARK DUE
 LF0769'TO TELEPHONE WIRES.  THE DIRECTIONS TO OBJECTS VISIBLE FROM THE
 LF0769'GROUND AND THE OLD OBSERVED ANGLE, LITTLE TO SASKA, WERE TAKEN
 LF0769'FROM A 4-FOOT WOODEN STAND OVER THE TRUE STATION.  OTHER
 LF0769'DIRECTIONS WERE OBSERVED FROM A 64-FOOT STEEL TOWER, WHICH WAS
 LF0769'BUILT ECCENTRICALLY OVER A TEMPORARY MARK.  THE DISTANCE
 LF0769'FROM THE ECCENTRIC TO THE TRUE STATION IS 0.747 METER,
 LF0769'2.45 FEET.  A COMPLETE DESCRIPTION FOLLOWS-
 LF0769'
 LF0769'STATION IS LOCATED ABOUT 4 MILES W OF THE VILLAGE OF VERDON, ON THE
 LF0769'N RIGHT-OF-WAY OF U.S. HIGHWAY 73.  THE PROPERTY ADJOINING TO
 LF0769'THE N IS OWNED BY JOE KEAN.  THE MARK IS SITUATED ABOUT 100 YARDS
 LF0769'SW OF THE FARM, 41 FEET N OF THE APPROXIMATE CENTER OF U.S.
 LF0769'HIGHWAY 73, 5-1/2 FEET W OF A BRONZE WITNESS POST, AND 2-1/2 FEET
 LF0769'S OF THE FENCE LINE.  THE MARK IS 12 INCHES BELOW THE SURFACE OF
 LF0769'THE GROUND AND THE DISK IS STAMPED BURK 1934.
 LF0769'
 LF0769'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 LF0769'DISKS SET IN CONCRETE.
 LF0769'
 LF0769'REFERENCE MARK 1 IS 144.09 FEET E OF THE STATION.  IT IS ABOUT 100
 LF0769'FEET S OF THE FARMHOUSE AND 62 FEET W OF THE DRIVEWAY.  IT IS 1
 LF0769'FOOT S OF THE FENCE LINE.  THE MARK IS FLUSH WITH THE SURFACE OF
 LF0769'THE GROUND AND THE DISK IS STAMPED BURK NO 1 1934.
 LF0769'
 LF0769'REFERENCE MARK 2 IS 125.42 FEET W OF THE STATION IN THE FENCE LINE.
 LF0769'IT IS 41 FEET N OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 73.
 LF0769'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LF0769'STAMPED BURK NO 2 1934.
 LF0769'
 LF0769'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE E OF THE STATION, IN
 LF0769'THE S RIGHT-OF-WAY FENCE LINE.  IT IS 33 FEET S OF THE APPROXIMATE
 LF0769'CENTER OF U.S. HIGHWAY 73, 10-1/2 FEET W OF THE W GATEPOST, AND
 LF0769'2 FEET W OF A STANDARD WITNESS POST.  THE MARK PROJECTS 5 INCHES
 LF0769'ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BURK AZI
 LF0769'1934.
 LF0769'
 LF0769'TO REACH THE STATION FROM A RAILROAD OVERPASS (ABOUT 100 YARDS
 LF0769'S OF THE DEPOT) AT THE SW EDGE OF VERDON, GO W ON U.S. HIGHWAY 73
 LF0769'FOR 3.6 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE W FOR 0.4
 LF0769'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LF0769'
 LF0769'ALL OBJECTS VISIBLE FROM THE GROUND.
 LF0769'
 LF0769'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LF0769
 LF0769                          STATION RECOVERY (1947)
 LF0769
 LF0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF0769'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934 AND
 LF0769'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO MARKS
 LF0769'WERE CHECKED AND FOUND TO BE CORRECT.  THE HIGHWAY RIGHT-OF-WAY HAS
 LF0769'BEEN WIDENED AND THE STATION IS NOW INSIDE THE RIGHT-OF-WAY.  IT
 LF0769'IS DIRECTLY UNDER THE TELEPHONE WIRES AND A TOWER CANNOT BE
 LF0769'ERECTED OVER THE STATION MARK.  A NEW MARK, R.M. NO. 3, WAS SET
 LF0769'AND WAS USED AS THE ECCENTRIC STATION.  A COMPLETE NEW
 LF0769'DESCRIPTION FOLLOWS.
 LF0769'
 LF0769'THE STATION IS LOCATED ABOUT 20 MILES SOUTHEAST OF AUBURN, ABOUT
 LF0769'4 MILES WEST-SOUTHWEST OF VERDON, ABOUT 3 MILES NORTHEAST OF
 LF0769'DAWSON, 41 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 73, 5 FEET
 LF0769'WEST OF A WITNESS POST, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 LF0769'FENCE.  THE DISK IS STAMPED BURK 1934 AND IS SET 12 INCHES
 LF0769'BELOW THE GROUND SURFACE.
 LF0769'
 LF0769'REFERENCE MARK NO. 1 IS 144.09 FEET EAST OF THE STATION, 62 FEET
 LF0769'WEST OF A DRIVEWAY LEADING TO THE HOME OF MR. BURK, 34 FEET
 LF0769'NORTH OF THE CENTERLINE OF HIGHWAY 73, 3 FEET NORTH OF A HEDGEROW,
 LF0769'2 FEET SOUTH OF A WITNESS POST, AND IS SET IN THE RIGHT-OF-WAY
 LF0769'FENCE LINE.  THE DISK IS STAMPED BURK NO 1 1934 AND IS SET FLUSH.
 LF0769'
 LF0769'REFERENCE MARK NO. 2 IS 125.42 FEET WEST OF THE STATION, 42
 LF0769'FEET NORTH OF THE CENTERLINE OF HIGHWAY 73, AND 1 FOOT SOUTH
 LF0769'OF THE RIGHT-OF-WAY FENCE.  THE DISK IS STAMPED BURK NO 2 1934
 LF0769'AND IS SET FLUSH.
 LF0769'
 LF0769'REFERENCE MARK NO. 3 IS 15.14 FEET NORTH OF THE STATION, 18 FEET
 LF0769'NORTHWEST OF A FENCE CORNER, AND 12 FEET NORTH OF THE FENCE.
 LF0769'THE DISK IS STAMPED BURK NO 3 1947 AND IS SET 12 INCHES BELOW
 LF0769'THE GROUND SURFACE.
 LF0769'
 LF0769'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE EAST OF THE STATION,
 LF0769'34 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 73, 8 FEET WEST OF A
 LF0769'GATE POST, 2 FEET WEST OF A WITNESS POST, AND IS SET IN THE
 LF0769'RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED BURK 1934 AND
 LF0769'IS SET FLUSH.
 LF0769'
 LF0769'TO REACH THE STATION FROM THE OVERPASS AT THE SOUTH EDGE OF VERDON,
 LF0769'GO WEST ON U.S. HIGHWAY 73 FOR 3.9 MILES TO THE AZIMUTH MARK
 LF0769'ON THE LEFT AS DESCRIBED.  CONTINUE WEST FOR 0.4 MILE TO THE
 LF0769'STATION ON THE RIGHT AS DESCRIBED.
 LF0769'
 LF0769'1934 HEIGHT OF TOWER- 64 FOOT.
 LF0769'
 LF0769'1947 HEIGHT OF TOWER- 77 FOOT.
 LF0769
 LF0769                          STATION RECOVERY (1947)
 LF0769
 LF0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LF0769'THE STATION, AZIMUTH MARK AND REFERENCE MARKS NOS 1 AND 2
 LF0769'RECOVERED AND FOUND IN GOOD CONDITION.
 LF0769'FOLLOWING IS A COMPLETE DESCRIPTION.
 LF0769'
 LF0769'THE STATION IS LOCATED ABOUT 20.0 MILES SOUTHEAST OF AUBURN AND
 LF0769'3.0 MILES NORTHEAST OF DAWSON IN THE NORTH RIGHT-OF-WAY OF U.S.
 LF0769'HIGHWAY 73.  IT IS 41 FEET NORTH OF THE CENTER OF HIGHWAY 73,
 LF0769'2 FEET SOUTH OF EAST-WEST FENCE LINE AND 5 FEET WEST-SOUTHWEST
 LF0769'OF WHITE WITNESS POST.  IT IS STAMPED BURK 1934 AND SET 12 INCHES
 LF0769'BELOW THE GROUND SURFACE.
 LF0769'
 LF0769'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET IN THE EAST-WEST
 LF0769'FENCE LINE.  IT IS STAMPED BURK NO 1 1934 AND SET FLUSH WITH THE
 LF0769'GROUND SURFACE.
 LF0769'
 LF0769'REFERENCE MARK NO 2 IS WEST OF THE STATION, 40 FEET NORTH
 LF0769'OF THE CENTER OF HIGHWAY NO. 73 AND 1 FOOT SOUTH OF EAST-WEST
 LF0769'FENCE LINE.  IT IS STAMPED BURK NO 2 1934 AND SET FLUSH WITH
 LF0769'THE GROUND SURFACE.
 LF0769'
 LF0769'THE AZIMUTH MARK IS 0.4 MILES EAST OF THE STATION, 33 FEET SOUTH OF
 LF0769'THE CENTER OF U.S. HIGHWAY 73, 10 FEET WEST OF WEST END OF GATE
 LF0769'AND 2 FEET WEST OF WHITE WITNESS POST.  IT IS STAMPED BURK AZI 1934
 LF0769'AND PROJECTS 6 INCHES.  TO REACH FROM THE STATION, GO EAST FOR 0.4
 LF0769'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LF0769'
 LF0769'TO REACH THE STATION FROM DAWSON, GO NORTH ON U.S. HIGHWAY 75 FOR
 LF0769'1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 73, TURN RIGHT AND
 LF0769'GO EAST ON U.S. HIGHWAY 73 FOR 2.3 MILES TO THE STATION ON THE
 LF0769'LEFT AS DESCRIBED.
 LF0769'
 LF0769'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 LF0769'
 LF0769'A 74 FOOT SIGNAL AT STATION SASKA 1934 IS V.G.
 LF0769'
 LF0769'A 5 FOOT SIGNAL AT STATION HORALEK 1934 IS V.G.
 LF0769
 LF0769                          STATION RECOVERY (1975)
 LF0769
 LF0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LF0769'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 AND THE AZIMUTH MARK
 LF0769'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO CONSTRUCTION ON
 LF0769'HIGHWAY 73, ALL THE MARK WILL BE DESTROYED WITH A SLIGHT CHANCE
 LF0769'THAT REFERENCE MARK 3 MIGHT NOT BE DESTROYED.  THE AZIMUTH MARK WAS
 LF0769'OBSTRUCTED THIS DATE BY POWER POLES.  THE ANGLE BETWEEN THE
 LF0769'DAWSON MUNICIPAL TANK AND THE SEBETHA MUNICIPAL TANK
 LF0769'CHECKED THE PREVIOUS ANGLE GOOD.  THE DISTANCES AND DIRECTIONS
 LF0769'TO REFERENCE MARKS 1 AND 2 COMPARED FAVORABLY WITH THE PREVIOUS
 LF0769'DATA.  THE DISTANCE FROM REFERENCE MARK 3 TO REFERENCE MARK
 LF0769'1 MISSED THE PREVIOUS DISTANCE 3.02 FEET.  THE TRAVERSED
 LF0769'DISTANCE FROM BURK 1934 TO REFERENCE MARK 3 MISSED THE
 LF0769'PREVIOUS DISTANCE 0.025 FEET AND AN ERROR OF 0.457 METERS WAS
 LF0769'FOUND IN THE DISTANCE LISTED IN THE 1947 DESCRIPTION, THE DIRECTION
 LF0769'TO REFERENCE MARK 3 CHECKED THE PREVIOUS DIRECTION.  STATION
 LF0769'BURK 2, REFERENCE MARKS 4 AND 5 AND AZIMUTH MARK 2 WERE
 LF0769'ESTABLISHED THIS DATE.  SEE DESCRIPTION FOR BURK 2 THEREOF--
 LF0769'
 LF0769'NOTE--LEVEL TIE MADE TO BURK 2, REFERENCE MARK 4 AND REFERENCE MARK
 LF0769'5.  VERTICAL ANGLES AND DISTANCE MEASURED TO AZIMUTH MARK 2.
 LF0769'
 LF0769'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES
 LF0769'NORTHEAST OF DAWSON.
 LF0769
 LF0769                          STATION RECOVERY (1975)
 LF0769
 LF0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0769'RECOVERED IN GOOD CONDITION.
 LF0769
 LF0769                          STATION RECOVERY (1981)
 LF0769
 LF0769'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0770 ***********************************************************************
 LF0770  DESIGNATION -  BURK 2
 LF0770  PID         -  LF0770
 LF0770  STATE/COUNTY-  NE/RICHARDSON
 LF0770  USGS QUAD   -  DAWSON (1965)
 LF0770
 LF0770                         *CURRENT SURVEY CONTROL
 LF0770  ___________________________________________________________________
 LF0770* NAD 83(1995)-  40 08 44.87221(N)    095 47 16.87953(W)     ADJUSTED  
 LF0770* NAVD 88     -       345.16   (+/-2cm)    1132.4    (feet)  VERTCON   
 LF0770  ___________________________________________________________________
 LF0770  X           -    -492,394.583 (meters)                     COMP
 LF0770  Y           -  -4,857,634.772 (meters)                     COMP
 LF0770  Z           -   4,090,576.890 (meters)                     COMP
 LF0770  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 LF0770  ELLIP HEIGHT-         315.20  (meters)          (06/27/02) GPS OBS
 LF0770  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LF0770
 LF0770  HORZ ORDER  -  SECOND
 LF0770  VERT ORDER  -  THIRD (See Below)
 LF0770  ELLP ORDER  -  FOURTH    CLASS I
 LF0770
 LF0770.The horizontal coordinates were established by classical geodetic methods
 LF0770.and adjusted by the National Geodetic Survey in August 1997..
 LF0770.No horizontal observational check was made to the station.
 LF0770
 LF0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0770.The vertical order pertains to the NGVD 29 superseded value.
 LF0770
 LF0770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF0770
 LF0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF0770
 LF0770.The ellipsoidal height was determined by GPS observations
 LF0770.and is referenced to NAD 83.
 LF0770
 LF0770.The geoid height was determined by GEOID03.
 LF0770
 LF0770;                    North         East     Units Scale Factor Converg.
 LF0770;SPC NE       -    43,434.736   858,746.455   MT  0.99993728   +2 47 28.6
 LF0770;UTM  15      - 4,447,666.598   262,506.201   MT  1.00029439   -1 47 54.1
 LF0770
 LF0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF0770!SPC NE       -   0.99995056  x   0.99993728  =   0.99988784
 LF0770!UTM  15      -   0.99995056  x   1.00029439  =   1.00024493
 LF0770
 LF0770|---------------------------------------------------------------------|
 LF0770| PID    Reference Object                     Distance      Geod. Az  |
 LF0770|                                                           dddmmss.s |
 LF0770| LF0773 BURK 2 RM 4                          36.024 METERS 08959     |
 LF0770| LF0775 BURK AZ MK                                         0930736.6 |
 LF0770| LF1381 BURK RM 3                            10.284 METERS 13859     |
 LF0770| LF0769 BURK                                 14.571 METERS 14705     |
 LF0770| LF1379 DAWSON MUNICIPAL TANK               APPROX. 3.8 KM 2540953.6 |
 LF0770| LF1380 BURK 2 AZ MK 2                      APPROX. 0.7 KM 2702350.3 |
 LF0770| LF0774 BURK 2 RM 5                          30.178 METERS 27157     |
 LF0770|---------------------------------------------------------------------|
 LF0770
 LF0770                          SUPERSEDED SURVEY CONTROL
 LF0770
 LF0770  ELLIP H (08/18/97)  315.30   (m)                       GP(       ) 4 1
 LF0770  NAD 83(1986)-  40 08 44.87977(N)    095 47 16.87526(W) AD(       ) 2
 LF0770  NAD 27      -  40 08 44.87257(N)    095 47 15.90751(W) AD(       ) 2
 LF0770  NGVD 29 (08/02/06)  345.07   (m)         1132.1    (f) RESET       3  
 LF0770
 LF0770.Superseded values are not recommended for survey control.
 LF0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0770.See file dsdata.txt to determine how the superseded data were derived.
 LF0770
 LF0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6250647667(NAD 83)
 LF0770_MARKER: DS = TRIANGULATION STATION DISK
 LF0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0770_SP_SET: CONCRETE POST
 LF0770_STAMPING: BURK 2 1975
 LF0770_MARK LOGO: NGS   
 LF0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0770+STABILITY: SURFACE MOTION
 LF0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0770+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1989
 LF0770
 LF0770  HISTORY     - Date     Condition        Report By
 LF0770  HISTORY     - 1975     MONUMENTED       NGS
 LF0770  HISTORY     - 1975     GOOD             NGS
 LF0770  HISTORY     - 19890316 GOOD             NGS
 LF0770  HISTORY     - 19890701 GOOD             NGS
 LF0770
 LF0770                          STATION DESCRIPTION
 LF0770
 LF0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LF0770'THE STATION IS LOCATED ABOUT 20.0 MILES SOUTHEAST OF AUBURN AND
 LF0770'3.0 MILES NORTHEAST OF DAWSON, ON THE NORTH RIGHT-OF-WAY OF US
 LF0770'HIGHWAY 73 AND JOINING FRONT YARD OF MR. EUGENE J. KEANS FARM
 LF0770'HOME.
 LF0770'
 LF0770'TO REACH THE STATION BURK 2 FROM DAWSON, GO NORTH ON US HIGHWAY 75 FOR
 LF0770'1.0 MILE TO THE JUNCTION WITH US HIGHWAY 73, TURN RIGHT AND GO EAST
 LF0770'ON HIGHWAY 73 FOR 1.85 MILE TO THE AZIMUTH MARK 2 ON THE LEFT,
 LF0770'CONTINUE EAST ON HIGHWAY 73 FOR 0.45 MILE TO MR. KEANS FARM HOME
 LF0770'AND THE STATION ON THE LEFT.
 LF0770'
 LF0770'THE STATION MARKS ARE STANDARD DISKS STAMPED BURK 2 1975.  THE
 LF0770'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LF0770'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 81 FEET
 LF0770'NORTH OF THE CENTER OF HIGHWAY 73, 60 FEET SOUTHEAST OF THE
 LF0770'SOUTHWEST CORNER OF THE HOUSE, 59 FEET SOUTH-SOUTHWEST OF THE
 LF0770'SOUTHEAST CORNER OF THE HOUSE AND 36 FEET SOUTHWEST OF A GAS
 LF0770'LAMP POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 LF0770'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 LF0770'
 LF0770'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LF0770'BURK 2 NO 4 1975, AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 97
 LF0770'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF GARAGE ATTACHED TO THE
 LF0770'HOUSE, 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE
 LF0770'FRAME HOUSE EAST OF MR. KEANS HOUSE AND 19 FEET SOUTHWEST OF A
 LF0770'16-INCH CEDAR TREE.
 LF0770'
 LF0770'REFERENCE MARK 5 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LF0770'BURK 2 NO 5 1975, AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 105
 LF0770'FEET SOUTH OF A POWER POLE WITH TRANSFORMER, 93 FEET SOUTHWEST OF
 LF0770'THE SOUTHWEST CORNER OF THE HOUSE AND 1 FOOT EAST OF A WIRE AND
 LF0770'BOARD FENCE.
 LF0770'
 LF0770'THE AZIMUTH MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED BURK
 LF0770'2 AZ 2 1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LF0770'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 95 FEET
 LF0770'NORTH OF THE CENTER OF HIGHWAY 73, 29 FEET WEST-SOUTHWEST OF A
 LF0770'24-INCH PINE TREE, 27 FEET SOUTH OF A 24-INCH PINE TREE, 22.5
 LF0770'FEET EAST-SOUTHEAST OF A 24-INCH PINE TREE, 1 FOOT SOUTHEAST OF A
 LF0770'METAL WITNESS POST AND ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 73,
 LF0770'JOINING FARM YARD PROPERTY OF MR. GEORGE F. UTERMOHLEN.
 LF0770'
 LF0770'NEAREST TOWN--DAWSON.
 LF0770
 LF0770                          STATION RECOVERY (1975)
 LF0770
 LF0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0770'4.1 MI NE FROM DAWSON.
 LF0770'TO REACH THE STATION FROM DAWSON, GO NORTH ON U.S. HIGHWAY 75
 LF0770'FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 73, TURN RIGHT
 LF0770'AND GO EAST ON HIGHWAY 73 FOR 2.3 MILES TO MR. KEANS FARM HOME
 LF0770'AND THE STATION ON THE LEFT, 81 FEET NORTH OF THE CENTER OF HIGHWAY
 LF0770'73, 60 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 59 FEET
 LF0770'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE AND 36 FEET
 LF0770'SOUTHWEST OF A GAS LAMP POLE.  A STANDARD DISK STAMPED BURK
 LF0770'2 1975, SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT THAT IS
 LF0770'FLUSH WITH THE GROUND SURFACE.
 LF0770
 LF0770                          STATION RECOVERY (1989)
 LF0770
 LF0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0770'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) WEST OF VERDON, 4 KM
 LF0770'(2.50 MI) NORTHEAST OF DAWSON, ON THE SOUTH EDGE OF SEC 12, T2N, R14E.
 LF0770'IT IS ON THE TOP OF A SLOPED CUTBANK ALONG THE HIGHWAY RIGHT-OF-WAY,
 LF0770'IN THE FRONT LAWN OF EUGENE KEAN, ROUTE 1 BOX 37, DAWSON, NE 68337,
 LF0770'TELEPHONE IS 402-855-3325, ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--NE
 LF0770'DEPT OF ROADS.
 LF0770'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 75 AND 73, ABOUT
 LF0770'1.61 KM (1.00 MI) NORTH OF DAWSON, GO EAST ON US HIGHWAY 73 FOR 2.57
 LF0770'KM (1.60 MI) TO A DIRT CROSSROAD.  CONTINUE AHEAD FOR 1.28 KM
 LF0770'(0.80 MI) TO THE STATION ON THE LEFT, AT THE TOP OF A SLOPED CUTBANK
 LF0770'IN THE FRONT LAWN OF A GRAY AND MAROON HOUSE WITH A CONCRETE DRIVEWAY.
 LF0770'THE STATION IS 24.8 M (81.4 FT) NORTH OF AND 3 M (9.8 FT) HIGHER THAN
 LF0770'THE HIGHWAY CENTERLINE, 13.9 M (45.6 FT) SOUTHEAST OF THE SOUTHWEST
 LF0770'CORNER OF THE HOUSE, 10.9 M (35.8 FT) SOUTH-SOUTHWEST OF A METAL LIGHT
 LF0770'POST AND 9.6 M (31.5 FT) WEST OF THE WEST EDGE OF THE DRIVEWAY.
 LF0770'DESCRIBED BY R.D. BALL.
 LF0770
 LF0770                          STATION RECOVERY (1989)
 LF0770
 LF0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LF0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1380 ***********************************************************************
 LF1380  DESIGNATION -  BURK 2 AZ MK 2
 LF1380  PID         -  LF1380
 LF1380  STATE/COUNTY-  NE/RICHARDSON
 LF1380  USGS QUAD   -  DAWSON (1965)
 LF1380
 LF1380                         *CURRENT SURVEY CONTROL
 LF1380  ___________________________________________________________________
 LF1380* NAD 83(1995)-  40 08 45.03163(N)    095 47 47.04130(W)     ADJUSTED  
 LF1380* NAVD 88     -       340.2    (meters)    1116.     (feet)  VERTCON   
 LF1380  ___________________________________________________________________
 LF1380  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 LF1380  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LF1380
 LF1380  HORZ ORDER  -  THIRD
 LF1380
 LF1380.The horizontal coordinates were established by classical geodetic methods
 LF1380.and adjusted by the National Geodetic Survey in August 1997..
 LF1380.No horizontal observational check was made to the station.
 LF1380
 LF1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1380
 LF1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1380
 LF1380.The geoid height was determined by GEOID03.
 LF1380
 LF1380;                    North         East     Units Scale Factor Converg.
 LF1380;SPC NE       -    43,404.917   858,033.177   MT  0.99993727   +2 47 08.6
 LF1380;SPC KS N     -   203,509.265   587,769.220   MT  1.00007894   +1 23 39.3
 LF1380;UTM  15      - 4,447,693.960   261,792.569   MT  1.00029857   -1 48 13.6
 LF1380
 LF1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1380!SPC NE       -   0.99995135  x   0.99993727  =   0.99988862
 LF1380!SPC KS N     -   0.99995135  x   1.00007894  =   1.00003028
 LF1380!UTM  15      -   0.99995135  x   1.00029857  =   1.00024990
 LF1380
 LF1380                          SUPERSEDED SURVEY CONTROL
 LF1380
 LF1380  NAD 83(1986)-  40 08 45.03922(N)    095 47 47.03703(W) AD(       ) 3
 LF1380  NAD 27      -  40 08 45.03222(N)    095 47 46.06835(W) AD(       ) 3
 LF1380  NGVD 29 (07/19/86)  340.1    (m)         1116.     (f) VERT ANG       
 LF1380
 LF1380.Superseded values are not recommended for survey control.
 LF1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1380.See file dsdata.txt to determine how the superseded data were derived.
 LF1380
 LF1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6179347694(NAD 83)
 LF1380_MARKER: DR = REFERENCE MARK DISK
 LF1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1380+STABILITY: SURFACE MOTION
 LF1380
 LF1380  HISTORY     - Date     Condition        Report By
 LF1380  HISTORY     - 1975     MONUMENTED       NGS
 LF1380
 LF1380                          STATION DESCRIPTION
 LF1380
 LF1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LF1380'THE STATION IS LOCATED ABOUT 20.0 MILES SOUTHEAST OF AUBURN AND
 LF1380'3.0 MILES NORTHEAST OF DAWSON, ON THE NORTH RIGHT-OF-WAY OF US
 LF1380'HIGHWAY 73 AND JOINING FRONT YARD OF MR. EUGENE J. KEANS FARM
 LF1380'HOME.
 LF1380'
 LF1380'TO REACH THE STATION FROM DAWSON, GO NORTH ON US HIGHWAY 75 FOR
 LF1380'1.0 MILE TO THE JUNCTION WITH US HIGHWAY 73, TURN RIGHT AND GO EAST
 LF1380'ON HIGHWAY 73 FOR 1.85 MILE TO THE AZIMUTH MARK 2 ON THE LEFT.
 LF1380'
 LF1380'THE AZIMUTH MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 LF1380'BURK 2 AZ 2 1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LF1380'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 95 FEET
 LF1380'NORTH OF THE CENTER OF HIGHWAY 73, 29 FEET WEST-SOUTHWEST OF A
 LF1380'24-INCH PINE TREE, 27 FEET SOUTH OF A 24-INCH PINE TREE, 22.5
 LF1380'FEET EAST-SOUTHEAST OF A 24-INCH PINE TREE, 1 FOOT SOUTHEAST OF A
 LF1380'METAL WITNESS POST AND ON THE NORTH RIGHT-OF-WAY OF HIGHWAY
 LF1380'73, JOINING FARM YARD PROPERTY OF MR. GEORGE F. UTERMOHLEN.
 LF1380'
 LF1380'NEAREST TOWN--DAWSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0773 ***********************************************************************
 LF0773  DESIGNATION -  BURK 2 RM 4
 LF0773  PID         -  LF0773
 LF0773  STATE/COUNTY-  NE/RICHARDSON
 LF0773  USGS QUAD   -  DAWSON (1965)
 LF0773
 LF0773                         *CURRENT SURVEY CONTROL
 LF0773  ___________________________________________________________________
 LF0773* NAD 83(1986)-  40 08 44.     (N)    095 47 16.     (W)     SCALED    
 LF0773* NAVD 88     -       345.11   (+/-2cm)    1132.2    (feet)  VERTCON   
 LF0773  ___________________________________________________________________
 LF0773  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LF0773
 LF0773  VERT ORDER  -  THIRD (See Below)
 LF0773
 LF0773.The horizontal coordinates were scaled from a topographic map and have
 LF0773.an estimated accuracy of +/- 6 seconds.
 LF0773
 LF0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0773.The vertical order pertains to the NGVD 29 superseded value.
 LF0773
 LF0773.The geoid height was determined by GEOID03.
 LF0773
 LF0773;                    North         East    Units  Estimated Accuracy
 LF0773;SPC NE       -    43,410.      858,770.      MT  (+/- 180 meters Scaled)
 LF0773
 LF0773                          SUPERSEDED SURVEY CONTROL
 LF0773
 LF0773  NGVD 29 (08/02/06)  345.02   (m)         1132.0    (f) RESET       3  
 LF0773
 LF0773.Superseded values are not recommended for survey control.
 LF0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0773.See file dsdata.txt to determine how the superseded data were derived.
 LF0773
 LF0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE625476(NAD 83)
 LF0773_MARKER: DR = REFERENCE MARK DISK
 LF0773_SETTING: 0 = UNSPECIFIED SETTING
 LF0773_STAMPING: BURK 2 NO 4 1975
 LF0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0773
 LF0773  HISTORY     - Date     Condition        Report By
 LF0773  HISTORY     - 1975     MONUMENTED       NGS
 LF0773
 LF0773                          STATION DESCRIPTION
 LF0773
 LF0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LF0773'4.1 MI NE FROM DAWSON.
 LF0773'TO REACH THE STATION FROM DAWSON, GO NORTH ON U.S. HIGHWAY
 LF0773'75 FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 73, TURN RIGHT
 LF0773'AND GO EAST ON HIGHWAY 73 FOR 2.3 MILES TO MR. KEANS FARM HOME
 LF0773'AND THE REFERENCE MARK ON THE LEFT, 97 FEET SOUTHEAST OF THE
 LF0773'SOUTHEAST CORNER OF GARAGE ATTACHED TO THE HOUSE, 67 FEET
 LF0773'SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE FRAME HOUSE EAST
 LF0773'OF MR. KEANS HOUSE AND 19 FEET SOUTHWEST OF A 16-INCH CEDAR
 LF0773'TREE.  A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED BURK 2 NO
 LF0773'4 1975 AND SET FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0774 ***********************************************************************
 LF0774  DESIGNATION -  BURK 2 RM 5
 LF0774  PID         -  LF0774
 LF0774  STATE/COUNTY-  NE/RICHARDSON
 LF0774  USGS QUAD   -  DAWSON (1965)
 LF0774
 LF0774                         *CURRENT SURVEY CONTROL
 LF0774  ___________________________________________________________________
 LF0774* NAD 83(1986)-  40 08 44.     (N)    095 47 16.     (W)     SCALED    
 LF0774* NAVD 88     -       344.88   (+/-2cm)    1131.5    (feet)  VERTCON   
 LF0774  ___________________________________________________________________
 LF0774  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LF0774
 LF0774  VERT ORDER  -  THIRD (See Below)
 LF0774
 LF0774.The horizontal coordinates were scaled from a topographic map and have
 LF0774.an estimated accuracy of +/- 6 seconds.
 LF0774
 LF0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0774.The vertical order pertains to the NGVD 29 superseded value.
 LF0774
 LF0774.The geoid height was determined by GEOID03.
 LF0774
 LF0774;                    North         East    Units  Estimated Accuracy
 LF0774;SPC NE       -    43,410.      858,770.      MT  (+/- 180 meters Scaled)
 LF0774
 LF0774                          SUPERSEDED SURVEY CONTROL
 LF0774
 LF0774  NGVD 29 (08/02/06)  344.80   (m)         1131.2    (f) RESET       3  
 LF0774
 LF0774.Superseded values are not recommended for survey control.
 LF0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0774.See file dsdata.txt to determine how the superseded data were derived.
 LF0774
 LF0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE625476(NAD 83)
 LF0774_MARKER: DR = REFERENCE MARK DISK
 LF0774_SETTING: 0 = UNSPECIFIED SETTING
 LF0774_STAMPING: BURK 2 NO 5 1975
 LF0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0774
 LF0774  HISTORY     - Date     Condition        Report By
 LF0774  HISTORY     - 1975     MONUMENTED       NGS
 LF0774
 LF0774                          STATION DESCRIPTION
 LF0774
 LF0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LF0774'4.1 MI NE FROM DAWSON.
 LF0774'TO REACH THE STATION FROM DAWSON, GO NORTH ON U.S. HIGHWAY 75
 LF0774'FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 73, TURN RIGHT
 LF0774'AND GO EAST ON HIGHWAY 73 FOR 2.3 MILES TO MR. KEANS FARM HOME
 LF0774'AND THE REFERENCE MARK ON THE LEFT, 105 FEET SOUTH OF A POWER
 LF0774'POLE WITH TRANSFORMER, 93 FEET SOUTHWEST OF THE SOUTHWEST
 LF0774'CORNER OF THE HOUSE AND 1 FOOT EAST OF A WIRE AND BOARD FENCE.
 LF0774'A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED BURK 2 NO 5 1975
 LF0774'AND SET FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0775 ***********************************************************************
 LF0775  DESIGNATION -  BURK AZ MK
 LF0775  PID         -  LF0775
 LF0775  STATE/COUNTY-  NE/RICHARDSON
 LF0775  USGS QUAD   -  DAWSON (1965)
 LF0775
 LF0775                         *CURRENT SURVEY CONTROL
 LF0775  ___________________________________________________________________
 LF0775* NAD 83(1986)-  40 08 44.     (N)    095 46 48.     (W)     SCALED    
 LF0775* NAVD 88     -       339.245  (meters)    1113.01   (feet)  ADJUSTED  
 LF0775  ___________________________________________________________________
 LF0775  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LF0775  DYNAMIC HT  -         339.054 (meters)    1112.38  (feet)  COMP
 LF0775  MODELED GRAV-     980,054.0   (mgal)                       NAVD 88
 LF0775
 LF0775  VERT ORDER  -  SECOND    CLASS 0
 LF0775
 LF0775.The horizontal coordinates were scaled from a topographic map and have
 LF0775.an estimated accuracy of +/- 6 seconds.
 LF0775
 LF0775.The orthometric height was determined by differential leveling
 LF0775.and adjusted by the National Geodetic Survey in June 1991..
 LF0775
 LF0775.The geoid height was determined by GEOID03.
 LF0775
 LF0775.The dynamic height is computed by dividing the NAVD 88
 LF0775.geopotential number by the normal gravity value computed on the
 LF0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0775.degrees latitude (g = 980.6199 gals.).
 LF0775
 LF0775.The modeled gravity was interpolated from observed gravity values.
 LF0775
 LF0775;                    North         East    Units  Estimated Accuracy
 LF0775;SPC NE       -    43,440.      859,430.      MT  (+/- 180 meters Scaled)
 LF0775
 LF0775                          SUPERSEDED SURVEY CONTROL
 LF0775
 LF0775  NGVD 29 (??/??/92)  339.158  (m)         1112.72   (f) ADJ UNCH    2 0
 LF0775
 LF0775.Superseded values are not recommended for survey control.
 LF0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0775.See file dsdata.txt to determine how the superseded data were derived.
 LF0775
 LF0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE631476(NAD 83)
 LF0775_MARKER: DR = REFERENCE MARK DISK
 LF0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0775_STAMPING: BURK AZIMUTH 1934
 LF0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0775+STABILITY: SURFACE MOTION
 LF0775
 LF0775  HISTORY     - Date     Condition        Report By
 LF0775  HISTORY     - 1934     MONUMENTED       CGS
 LF0775  HISTORY     - 1981     GOOD             LOCSUR
 LF0775
 LF0775                          STATION DESCRIPTION
 LF0775
 LF0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0775'4.5 MI NE FROM DAWSON.
 LF0775'4.5 MILES NORTHEAST OF DAWSON, RICHARDSON COUNTY.  THIS BENCH
 LF0775'MARK MAY BE REACHED FROM THE STATION BY GOING 1.1 MILES SOUTHEAST
 LF0775'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TO BRIDGE
 LF0775'32.24 THENCE 0.2 MILE NORTH THROUGH A BARNYARD TO A DIRT ROAD,
 LF0775'THENCE 0.1 MILE EAST, 0.7 MILE NORTH, 0.2 MILE EAST, AND 1.0
 LF0775'MILE NORTH ALONG THE DIRT ROAD, AND THENCE 1.2 MILES EAST
 LF0775'ALONG STATE HIGHWAY 73.  IT IS 33 FEET SOUTH OF THE CENTERLINE
 LF0775'OF THE HIGHWAY, 17 FEET WEST OF A FIELD ROAD, 1.5 FEET WEST OF A
 LF0775'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 LF0775'REFERENCE-MARK DISK, STAMPED BURK AZIMUTH 1934 AND SET IN
 LF0775'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LF0775
 LF0775                          STATION RECOVERY (1981)
 LF0775
 LF0775'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0771 ***********************************************************************
 LF0771  DESIGNATION -  BURK RM 1
 LF0771  PID         -  LF0771
 LF0771  STATE/COUNTY-  NE/RICHARDSON
 LF0771  USGS QUAD   -  DAWSON (1965)
 LF0771
 LF0771                         *CURRENT SURVEY CONTROL
 LF0771  ___________________________________________________________________
 LF0771* NAD 83(1986)-  40 08 44.     (N)    095 47 16.     (W)     SCALED    
 LF0771* NAVD 88     -       344.662  (meters)    1130.78   (feet)  ADJUSTED  
 LF0771  ___________________________________________________________________
 LF0771  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LF0771  DYNAMIC HT  -         344.468 (meters)    1130.14  (feet)  COMP
 LF0771  MODELED GRAV-     980,052.6   (mgal)                       NAVD 88
 LF0771
 LF0771  VERT ORDER  -  SECOND    CLASS 0
 LF0771
 LF0771.The horizontal coordinates were scaled from a topographic map and have
 LF0771.an estimated accuracy of +/- 6 seconds.
 LF0771
 LF0771.The orthometric height was determined by differential leveling
 LF0771.and adjusted by the National Geodetic Survey in June 1991..
 LF0771
 LF0771.The geoid height was determined by GEOID03.
 LF0771
 LF0771.The dynamic height is computed by dividing the NAVD 88
 LF0771.geopotential number by the normal gravity value computed on the
 LF0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0771.degrees latitude (g = 980.6199 gals.).
 LF0771
 LF0771.The modeled gravity was interpolated from observed gravity values.
 LF0771
 LF0771;                    North         East    Units  Estimated Accuracy
 LF0771;SPC NE       -    43,410.      858,770.      MT  (+/- 180 meters Scaled)
 LF0771
 LF0771                          SUPERSEDED SURVEY CONTROL
 LF0771
 LF0771  NGVD 29 (??/??/92)  344.575  (m)         1130.49   (f) ADJ UNCH    2 0
 LF0771
 LF0771.Superseded values are not recommended for survey control.
 LF0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0771.See file dsdata.txt to determine how the superseded data were derived.
 LF0771
 LF0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE625476(NAD 83)
 LF0771_MARKER: DR = REFERENCE MARK DISK
 LF0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0771_STAMPING: BURK NO 1 1934
 LF0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0771+STABILITY: SURFACE MOTION
 LF0771
 LF0771  HISTORY     - Date     Condition        Report By
 LF0771  HISTORY     - 1934     MONUMENTED       CGS
 LF0771  HISTORY     - 1975     GOOD             NGS
 LF0771  HISTORY     - 1975     GOOD             NGS
 LF0771
 LF0771                          STATION DESCRIPTION
 LF0771
 LF0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0771'4.1 MI NE FROM DAWSON.
 LF0771'144 FEET EAST OF TRIANGULATION STATION BURK DESCRIBED ABOVE,
 LF0771'33.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTH
 LF0771'OF A HEDGE FENCE, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 LF0771'POST.  A STANDARD REFERENCE-MARK DISK, STAMPED BURK NO 1 1934
 LF0771'AND SET IN THE TOP OF A CONCRETE POST.
 LF0771
 LF0771                          STATION RECOVERY (1975)
 LF0771
 LF0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0771'RECOVERED IN GOOD CONDITION.
 LF0771
 LF0771                          STATION RECOVERY (1975)
 LF0771
 LF0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0772 ***********************************************************************
 LF0772  DESIGNATION -  BURK RM 2
 LF0772  PID         -  LF0772
 LF0772  STATE/COUNTY-  NE/RICHARDSON
 LF0772  USGS QUAD   -  DAWSON (1965)
 LF0772
 LF0772                         *CURRENT SURVEY CONTROL
 LF0772  ___________________________________________________________________
 LF0772* NAD 83(1986)-  40 08 44.     (N)    095 47 16.     (W)     SCALED    
 LF0772* NAVD 88     -       344.451  (meters)    1130.09   (feet)  ADJUSTED  
 LF0772  ___________________________________________________________________
 LF0772  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LF0772  DYNAMIC HT  -         344.257 (meters)    1129.45  (feet)  COMP
 LF0772  MODELED GRAV-     980,052.6   (mgal)                       NAVD 88
 LF0772
 LF0772  VERT ORDER  -  SECOND    CLASS 0
 LF0772
 LF0772.The horizontal coordinates were scaled from a topographic map and have
 LF0772.an estimated accuracy of +/- 6 seconds.
 LF0772
 LF0772.The orthometric height was determined by differential leveling
 LF0772.and adjusted by the National Geodetic Survey in June 1991..
 LF0772
 LF0772.The geoid height was determined by GEOID03.
 LF0772
 LF0772.The dynamic height is computed by dividing the NAVD 88
 LF0772.geopotential number by the normal gravity value computed on the
 LF0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0772.degrees latitude (g = 980.6199 gals.).
 LF0772
 LF0772.The modeled gravity was interpolated from observed gravity values.
 LF0772
 LF0772;                    North         East    Units  Estimated Accuracy
 LF0772;SPC NE       -    43,410.      858,770.      MT  (+/- 180 meters Scaled)
 LF0772
 LF0772                          SUPERSEDED SURVEY CONTROL
 LF0772
 LF0772  NGVD 29 (??/??/92)  344.364  (m)         1129.80   (f) ADJ UNCH    2 0
 LF0772
 LF0772.Superseded values are not recommended for survey control.
 LF0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0772.See file dsdata.txt to determine how the superseded data were derived.
 LF0772
 LF0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE625476(NAD 83)
 LF0772_MARKER: DR = REFERENCE MARK DISK
 LF0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0772_STAMPING: BURK NO 2 1934
 LF0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0772+STABILITY: SURFACE MOTION
 LF0772
 LF0772  HISTORY     - Date     Condition        Report By
 LF0772  HISTORY     - 1934     MONUMENTED       CGS
 LF0772  HISTORY     - 1975     GOOD             NGS
 LF0772  HISTORY     - 1975     GOOD             NGS
 LF0772
 LF0772                          STATION DESCRIPTION
 LF0772
 LF0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0772'4.1 MI NE FROM DAWSON.
 LF0772'125.4 FEET WEST OF TRIANGULATION STATION BURK DESCRIBED ABOVE,
 LF0772'42.8 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 LF0772'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER
 LF0772'THAN THE HIGHWAY.  A STANDARD REFERENCE MARK DISK, STAMPED
 LF0772'BURK NO 2 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LF0772
 LF0772                          STATION RECOVERY (1975)
 LF0772
 LF0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0772'RECOVERED IN GOOD CONDITION.
 LF0772
 LF0772                          STATION RECOVERY (1975)
 LF0772
 LF0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1381 ***********************************************************************
 LF1381  DESIGNATION -  BURK RM 3
 LF1381  PID         -  LF1381
 LF1381  STATE/COUNTY-  NE/RICHARDSON
 LF1381  USGS QUAD   -  DAWSON (1965)
 LF1381
 LF1381                         *CURRENT SURVEY CONTROL
 LF1381  ___________________________________________________________________
 LF1381* NAD 83(1995)-  40 08 44.62063(N)    095 47 16.59440(W)     ADJUSTED  
 LF1381* NAVD 88     -       344.54   (+/-2cm)    1130.4    (feet)  VERTCON   
 LF1381  ___________________________________________________________________
 LF1381  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 LF1381  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LF1381
 LF1381  HORZ ORDER  -  SECOND
 LF1381  VERT ORDER  -  THIRD (See Below)
 LF1381
 LF1381.The horizontal coordinates were established by classical geodetic methods
 LF1381.and adjusted by the National Geodetic Survey in August 1997..
 LF1381.No horizontal observational check was made to the station.
 LF1381
 LF1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1381.The vertical order pertains to the NGVD 29 superseded value.
 LF1381
 LF1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1381
 LF1381.The geoid height was determined by GEOID03.
 LF1381
 LF1381;                    North         East     Units Scale Factor Converg.
 LF1381;SPC NE       -    43,427.315   858,753.573   MT  0.99993731   +2 47 28.7
 LF1381;SPC KS N     -   203,514.161   588,490.050   MT  1.00007891   +1 23 58.6
 LF1381;UTM  15      - 4,447,658.628   262,512.705   MT  1.00029435   -1 47 54.0
 LF1381
 LF1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1381!SPC NE       -   0.99995067  x   0.99993731  =   0.99988798
 LF1381!SPC KS N     -   0.99995067  x   1.00007891  =   1.00002957
 LF1381!UTM  15      -   0.99995067  x   1.00029435  =   1.00024500
 LF1381
 LF1381:                Primary Azimuth Mark                     Grid Az
 LF1381:SPC NE       -  BURK AZ MK                               089 41 13.1
 LF1381:SPC KS N     -  BURK AZ MK                               091 04 43.2
 LF1381:UTM  15      -  BURK AZ MK                               094 16 35.8
 LF1381
 LF1381|---------------------------------------------------------------------|
 LF1381| PID    Reference Object                     Distance      Geod. Az  |
 LF1381|                                                           dddmmss.s |
 LF1381| LF0775 BURK AZ MK                                         0922841.8 |
 LF1381| LF0771 BURK RM 1                            45.546 METERS 09841     |
 LF1381| LF0769 BURK                                  4.622 METERS 16521     |
 LF1381| LF1379 DAWSON MUNICIPAL TANK               APPROX. 3.8 KM 2541824.1 |
 LF1381| LF0772 BURK RM 2                            37.292 METERS 26352     |
 LF1381| LF0770 BURK 2                               10.284 METERS 31859     |
 LF1381|---------------------------------------------------------------------|
 LF1381
 LF1381                          SUPERSEDED SURVEY CONTROL
 LF1381
 LF1381  NAD 83(1986)-  40 08 44.62822(N)    095 47 16.59016(W) AD(       ) 2
 LF1381  NAD 27      -  40 08 44.62099(N)    095 47 15.62238(W) AD(       ) 2
 LF1381  NGVD 29 (08/02/06)  344.45   (m)         1130.1    (f) RESET       3  
 LF1381
 LF1381.Superseded values are not recommended for survey control.
 LF1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1381.See file dsdata.txt to determine how the superseded data were derived.
 LF1381
 LF1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6251347659(NAD 83)
 LF1381_MARKER: DR = REFERENCE MARK DISK
 LF1381_SETTING: 0 = UNSPECIFIED SETTING
 LF1381_STAMPING: BURK NO 3 1947
 LF1381_MARK LOGO: CGS   
 LF1381_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1381
 LF1381  HISTORY     - Date     Condition        Report By
 LF1381  HISTORY     - 1947     MONUMENTED       NGS
 LF1381  HISTORY     - 19750403 GOOD             NGS
 LF1381
 LF1381                          STATION DESCRIPTION
 LF1381
 LF1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 (CLN)
 LF1381'THE STATION BURK 2 IS LOCATED ABOUT 20.0 MILES SOUTHEAST OF AUBURN AND
 LF1381'3.0 MILES NORTHEAST OF DAWSON, ON THE NORTH RIGHT-OF-WAY OF US HIGHWAY
 LF1381'73 AND JOINING FRONT YARD OF MR. EUGENE J. KEANS FARM HOME.
 LF1381'
 LF1381'TO REACH THE STATION BURK 2 FROM DAWSON, GO NORTH ON US HIGHWAY 75 FOR
 LF1381'1.0 MILE TO THE JUNCTION WITH US HIGHWAY 73, TURN RIGHT AND GO EAST
 LF1381'ON HIGHWAY 73 FOR 1.85 MILE TO THE AZIMUTH MARK 2 ON THE LEFT,
 LF1381'CONTINUE EAST ON HIGHWAY 73 FOR 0.45 MILE TO MR. KEANS FARM HOME
 LF1381'AND THE STATION ON THE LEFT.
 LF1381'
 LF1381'NEAREST TOWN--DAWSON.
 LF1381
 LF1381                          STATION RECOVERY (1975)
 LF1381
 LF1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF1381'ABOUT 20 MILES (32.2 KM) SOUTHEAST OF AUBURN, ABOUT 4 MILES (6.4 KM)
 LF1381'WEST-SOUTHWEST OF VERDON, ABOUT 3 MILES (4.8 KM) NORTHEAST OF DAWSON,
 LF1381'41 FEET (12.5 M) NORTH OF THE CENTERLINE OF US HIGHWAY 73, 5 FEET (1.5
 LF1381'M) WEST OF A WITNESS POST, AND 2 FEET (0.6 M) SOUTH OF THE
 LF1381'RIGHT-OF-WAY FENCE, 15.14 FEET (4.61 M) NORTH OF THE STATION, 18 FEET
 LF1381'(5.5 M) NORTHWEST OF A FENCE CORNER, AND 12 FEET (3.7 M) NORTH OF THE
 LF1381'FENCE, SET 12 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0714 ***********************************************************************
 NP0714  DESIGNATION -  BURKE
 NP0714  PID         -  NP0714
 NP0714  STATE/COUNTY-  NE/BOX BUTTE
 NP0714  USGS QUAD   -  BARREL SPRINGS CREEK SOUTH (1948)
 NP0714
 NP0714                         *CURRENT SURVEY CONTROL
 NP0714  ___________________________________________________________________
 NP0714* NAD 83(1995)-  42 01 18.61688(N)    103 12 17.92826(W)     ADJUSTED  
 NP0714* NAVD 88     -      1306.34   (+/-2cm)    4285.9    (feet)  VERTCON   
 NP0714  ___________________________________________________________________
 NP0714  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 NP0714  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 NP0714
 NP0714  HORZ ORDER  -  SECOND
 NP0714  VERT ORDER  -  THIRD ? (See Below)
 NP0714
 NP0714.The horizontal coordinates were established by classical geodetic methods
 NP0714.and adjusted by the National Geodetic Survey in August 1997..
 NP0714
 NP0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0714.The vertical order pertains to the NGVD 29 superseded value.
 NP0714
 NP0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0714
 NP0714.The geoid height was determined by GEOID03.
 NP0714
 NP0714;                    North         East     Units Scale Factor Converg.
 NP0714;SPC NE       -   247,900.791   234,696.416   MT  0.99969909   -2 07 26.1
 NP0714;UTM  13      - 4,653,759.490   648,611.011   MT  0.99987176   +1 12 06.6
 NP0714
 NP0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0714!SPC NE       -   0.99979812  x   0.99969909  =   0.99949727
 NP0714!UTM  13      -   0.99979812  x   0.99987176  =   0.99966991
 NP0714
 NP0714|---------------------------------------------------------------------|
 NP0714| PID    Reference Object                     Distance      Geod. Az  |
 NP0714|                                                           dddmmss.s |
 NP0714| CP8905 BURKE RM 2                           44.409 METERS 02132     |
 NP0714| CP8903 BURKE AZ MK                                        0713452.2 |
 NP0714| CP8904 BURKE RM 1                           31.958 METERS 34354     |
 NP0714|---------------------------------------------------------------------|
 NP0714
 NP0714                          SUPERSEDED SURVEY CONTROL
 NP0714
 NP0714  NAD 83(1995)-  42 01 18.61672(N)    103 12 17.92852(W) AD(       ) 2
 NP0714  NAD 83(1986)-  42 01 18.61437(N)    103 12 17.92846(W) AD(       ) 2
 NP0714  NAD 27      -  42 01 18.73900(N)    103 12 16.18500(W) AD(       ) 2
 NP0714  NGVD 29 (07/19/86) 1305.68   (m)         4283.7    (f) LEVELING    3  
 NP0714
 NP0714.Superseded values are not recommended for survey control.
 NP0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0714.See file dsdata.txt to determine how the superseded data were derived.
 NP0714
 NP0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4861153759(NAD 83)
 NP0714_MARKER: DB = BENCH MARK DISK
 NP0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0714
 NP0714  HISTORY     - Date     Condition        Report By
 NP0714  HISTORY     - 1946     MONUMENTED       USGS
 NP0714  HISTORY     - 1974     MARK NOT FOUND   USGS
 NP0714
 NP0714                          STATION DESCRIPTION
 NP0714
 NP0714'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0714'LOCATED ABOUT 19 MILES WEST-SOUTHWEST OF ALLIANCE AND ABOUT
 NP0714'22.5 MILES SOUTH-SOUTHWEST OF HEMINGFORD ON A LOW, SHARP,
 NP0714'SANDY PEAK OVERLOOKING THE COUNTRY TO THE NORTH.  THERE ARE
 NP0714'HIGHER PEAKS TO THE SOUTH.  IT IS IN THE NE 1/4 OF SECTION
 NP0714'34, TOWNSHIP 24 NORTH, RANGE 51 WEST.  IT IS A USGS BENCH
 NP0714'MARK DISK STAMPED BURKE 1946, SET IN THE TOP OF A 7-INCH
 NP0714'SQUARE, CONCRETE POST PROJECTING 14 INCHES.
 NP0714'
 NP0714'REFERENCE MARK NO. 1 IS A USGS REFERENCE MARK DISK STAMPED
 NP0714'NO 1, SET IN THE TOP OF A 7-INCH SQUARE, CONCRETE POST
 NP0714'PROJECTING 5 INCHES.  IT IS ABOUT 8 FEET LOWER THAN THE STATION.
 NP0714'
 NP0714'REFERENCE MARK NO. 2 IS ABOUT 14 FEET LOWER THAN THE STATION.
 NP0714'IT IS STAMPED BURKE NO 2 1946 AND PROJECTS 6 INCHES.
 NP0714'
 NP0714'THE AZIMUTH MARK IS 3 FEET SOUTHWEST OF A FENCE CORNER AND
 NP0714'56 FEET NORTH OF THE NORTH END OF A WIRE GATE.  IT IS STAMPED
 NP0714'BURKE 1946 AND PROJECTS 10 INCHES.
 NP0714'
 NP0714'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 19 AND 2, WHICH
 NP0714'IS 1.5 MILES WEST OF THE BUSINESS DISTRICT IN ALLIANCE,
 NP0714'GO SOUTHERLY ON STATE HIGHWAY 19 FOR 6 MILES TO A CROSSROAD
 NP0714'AND 5 MAILBOXES ON THE LEFT, JUST BEFORE REACHING THE STOCKYARDS
 NP0714'AT LETAN.  TURN RIGHT, WEST, AND GO 5.7 MILES TO A FORK.
 NP0714'TAKE RIGHT FORK FOR 1.1 MILES TO A T INTERSECTION.  TURN LEFT,
 NP0714'WEST, AND GO 2 MILES TO A CROSSROAD.  CONTINUE STRAIGHT
 NP0714'AHEAD FOR 1 MILE TO A MAILBOX ON THE RIGHT AND A SIGN WORLEYS.
 NP0714'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A FORK.  TAKE RIGHT
 NP0714'FORK FOR 0.5 MILE TO A FORK.  TAKE RIGHT FORK, LEAVING MAIN
 NP0714'TRAVELED ROAD, AND GO 0.15 MILE TO A WIRE GATE.  PASS
 NP0714'THROUGH GATE AND GO 0.45 MILE TO ANOTHER WIRE GATE.  PASS
 NP0714'THROUGH AND CONTINUE ON TRACK ROAD FOR 0.55 MILE TO A
 NP0714'FORK.  TAKE LEFT FORK AND CONTINUE 0.05 MILE TO A WIRE
 NP0714'GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR 1
 NP0714'MILE TO WHERE THE TRACK ROAD CURVES TO THE LEFT (ABOUT 35 YARDS
 NP0714'FROM A NORTH-SOUTH FENCE LINE).  HERE, TURN RIGHT TO A
 NP0714'WIRE GATE.  PASS THROUGH GATE, KEEPING LEFT FORK, AND GO
 NP0714'0.35 MILE TO A GATE.  PASS THROUGH AND GO 0.75 MILE TO A
 NP0714'FORK.  TAKE LEFT FORK FOR 0.35 MILE TO A GATE AND THE
 NP0714'AZIMUTH MARK ON THE RIGHT.  PASS THROUGH GATE AND FOLLOW ALONG
 NP0714'SOUTH SIDE OF FENCE LINE FOR 0.5 MILE.  HERE, TURN LEFT AND
 NP0714'CONTINUE TOWARD THE BASE OF A SAND HILL FOR 0.3 MILE TO
 NP0714'THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHWEST TO
 NP0714'THE HIGHEST POINT OF THE HILL AND THE STATION, A DISTANCE
 NP0714'OF ABOUT 200 YARDS.
 NP0714
 NP0714                          STATION RECOVERY (1974)
 NP0714
 NP0714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RRB)
 NP0714'AZ. MK. FOUND AS DESCRIBED.
 NP0714'
 NP0714'STATION MARK, R.M. 1, AND R.M. 2 NOT FOUND.  PROBABLY DESTROYED
 NP0714'DUE TO WIND EROSION.  WOODEN OBSERVING STAND FOUND ABOUT
 NP0714'30 FEET DOWN ON SIDE OF HILL.  REINFORCING ROD FOUND ON TOP
 NP0714'OF HILL, PROBABLY USED TO STABILIZE OBSERVING STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0928 ***********************************************************************
 LG0928  DESIGNATION -  BURLINGTON
 LG0928  PID         -  LG0928
 LG0928  STATE/COUNTY-  NE/FILLMORE
 LG0928  USGS QUAD   -  FAIRMONT (1969)
 LG0928
 LG0928                         *CURRENT SURVEY CONTROL
 LG0928  ___________________________________________________________________
 LG0928* NAD 83(1995)-  40 38 24.75219(N)    097 31 39.68318(W)     ADJUSTED  
 LG0928* NAVD 88     -       491.481  (meters)    1612.47   (feet)  ADJUSTED  
 LG0928  ___________________________________________________________________
 LG0928  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 LG0928  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 LG0928  DYNAMIC HT  -         491.211 (meters)    1611.58  (feet)  COMP
 LG0928  MODELED GRAV-     980,060.2   (mgal)                       NAVD 88
 LG0928
 LG0928  HORZ ORDER  -  SECOND
 LG0928  VERT ORDER  -  FIRST     CLASS II
 LG0928
 LG0928.The horizontal coordinates were established by classical geodetic methods
 LG0928.and adjusted by the National Geodetic Survey in August 1997..
 LG0928
 LG0928.The orthometric height was determined by differential leveling
 LG0928.and adjusted by the National Geodetic Survey in May 1993..
 LG0928
 LG0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0928
 LG0928.The geoid height was determined by GEOID03.
 LG0928
 LG0928.The dynamic height is computed by dividing the NAVD 88
 LG0928.geopotential number by the normal gravity value computed on the
 LG0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0928.degrees latitude (g = 980.6199 gals.).
 LG0928
 LG0928.The modeled gravity was interpolated from observed gravity values.
 LG0928
 LG0928;                    North         East     Units Scale Factor Converg.
 LG0928;SPC NE       -    92,575.960   709,059.042   MT  0.99977177   +1 38 18.2
 LG0928;UTM  14      - 4,499,860.028   624,496.527   MT  0.99979078   +0 57 32.6
 LG0928
 LG0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0928!SPC NE       -   0.99992709  x   0.99977177  =   0.99969887
 LG0928!UTM  14      -   0.99992709  x   0.99979078  =   0.99971788
 LG0928
 LG0928|---------------------------------------------------------------------|
 LG0928| PID    Reference Object                     Distance      Geod. Az  |
 LG0928|                                                           dddmmss.s |
 LG0928| LG1359 BURLINGTON RM 1                      24.542 METERS 07953     |
 LG0928| LG0790 EXETER TANK                         APPROX. 6.5 KM 0864839.2 |
 LG0928| LG1358 BURLINGTON RM 2                      28.496 METERS 19218     |
 LG0928| LG0932 FAIRMONT AIR BASE WATER TANK        APPROX. 6.3 KM 2092639.2 |
 LG0928| LG0926 FAIRMONT MUNICIPAL STANDPIPE        APPROX. 4.9 KM 2654406.8 |
 LG0928| CN8007 BURLINGTON AZ MK                                   2721907.0 |
 LG0928|---------------------------------------------------------------------|
 LG0928
 LG0928                          SUPERSEDED SURVEY CONTROL
 LG0928
 LG0928  NAD 83(1986)-  40 38 24.75953(N)    097 31 39.68413(W) AD(       ) 2
 LG0928  NAD 27      -  40 38 24.73700(N)    097 31 38.50300(W) AD(       ) 2
 LG0928
 LG0928.Superseded values are not recommended for survey control.
 LG0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0928.See file dsdata.txt to determine how the superseded data were derived.
 LG0928
 LG0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2449799860(NAD 83)
 LG0928_MARKER: DS = TRIANGULATION STATION DISK
 LG0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0928_SP_SET: CONCRETE POST
 LG0928_STAMPING: BURLINGTON 1950
 LG0928_MARK LOGO: CGS   
 LG0928_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0928+STABILITY: SURFACE MOTION
 LG0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0928+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1991
 LG0928
 LG0928  HISTORY     - Date     Condition        Report By
 LG0928  HISTORY     - 1950     MONUMENTED       CGS
 LG0928  HISTORY     - 1950     GOOD             CGS
 LG0928  HISTORY     - 1963     GOOD             CGS
 LG0928  HISTORY     - 19911006 GOOD             NGS
 LG0928
 LG0928                          STATION DESCRIPTION
 LG0928
 LG0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0928'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF EXETER AND 3-1/2
 LG0928'MILES EAST OF FAIRMONT.  IT IS 63 FEET WEST OF THE CENTERLINE OF
 LG0928'A DRIVEWAY, 55 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 6,
 LG0928'45 FEET SOUTH SOUTHWEST OF A FENCE CORNER, 19 FEET SOUTH SOUTHEAST
 LG0928'OF A TWIN TRUNKED COTTON WOOD TREE AND 14 FEET SOUTHEAST OF
 LG0928'A WHITE WITNESS POST.  THE MARK IS SET ABOUT 18 INCHES BELOW THE
 LG0928'SURFACE OF THE GROUND AND THE DISK IS STAMPED BURLINGTON 1950.
 LG0928'
 LG0928'REFERENCE MARK NO. 1 IS 45 FEET SOUTH OF THE CENTERLINE OF THE
 LG0928'HIGHWAY, 17 FEET EAST OF A DRIVEWAY AND 3 FEET SOUTH OF A CEDAR
 LG0928'TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 LG0928'BURLINGTON NO 1 1950.
 LG0928'
 LG0928'REFERENCE MARK NO. 2 IS 84 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 LG0928'15 FEET EAST OF A FENCELINE AND 5 FEET NORTH OF A 2 FOOT COTTON
 LG0928'WOOD TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 LG0928'STAMPED BURLINGTON NO 2 1950.
 LG0928'
 LG0928'AZIMUTH MARK IS 97 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD
 LG0928'TRACK, 33 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 9 FEET
 LG0928'EAST OF A TELEPHONE POLE AND 3 FEET SOUTHWEST OF A WHITE WITNESS
 LG0928'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LG0928'BURLINGTON 1950.
 LG0928'
 LG0928'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FAIRMONT, GO EAST
 LG0928'ON U.S. HIGHWAY 6 FOR 2.75 MILES TO AZIMUTH MARK ON LEFT AS
 LG0928'DESCRIBED.  CONTINUE EAST ON HIGHWAY 6 FOR 0.25 MILE TO STATION
 LG0928'MARK ON RIGHT AS DESCRIBED.
 LG0928'
 LG0928'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0928
 LG0928                          STATION RECOVERY (1950)
 LG0928
 LG0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0928'RECOVERED IN GOOD CONDITION.
 LG0928
 LG0928                          STATION RECOVERY (1963)
 LG0928
 LG0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0928'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0928'IN GOOD CONDITION, EXCEPT SOME NEW REFERENCES FOR THE AZIMUTH MARK
 LG0928'AND A NEW TO REACH.
 LG0928'
 LG0928'AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 97 FEET SOUTH OF
 LG0928'THE SOUTH RAIL OF RAILROAD TRACKS, 33 FEET NORTH OF THE CENTERLINE
 LG0928'OF U.S. HIGHWAY 6, 25 FEET EAST OF A CONCRETE ROW POST, 9 FEET EAST
 LG0928'OF A TELEPHONE POLE, AND 1 FOOT WEST OF A STEEL WITNESS POST.
 LG0928'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BURLINGTON
 LG0928'1950.  THE AZIMUTH MARK IS 0.4 MILE EAST OF
 LG0928'CROSSROADS, TOO.
 LG0928'
 LG0928'TO REACH THE STATION FROM THE RAILROAD STATION IN FAIRMONT, GO
 LG0928'EAST ON U.S. HIGHWAY 6 FOR 2.4 MILES TO CROSSROADS.  CONTINUE
 LG0928'EAST ON U.S. HIGHWAY 6 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 LG0928'LEFT.  CONTINUE EAST ON U.S. HIGHWAY 6 FOR 0.25 MILE TO THE
 LG0928'STATION ON THE RIGHT AS DESCRIBED.
 LG0928
 LG0928                          STATION RECOVERY (1991)
 LG0928
 LG0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0928'5.8 KM (3.60 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG0928'U.S. HIGHWAY 81 IN FAIRMONT, 28.5 M (93.5 FT) NORTH-NORTHEAST OF
 LG0928'REFERENCE MARK 2, 24.5 M (80.4 FT) WEST OF REFERENCE MARK 1, 19.0 M
 LG0928'(62.3 FT) WEST OF THE CENTER OF A DRIVEWAY, 16.6 M (54.5 FT) SOUTH OF
 LG0928'THE HIGHWAY CENTERLINE, 14.3 M (46.9 FT) WEST-SOUTHWEST OF A FENCE
 LG0928'CORNER, 3.9 M (12.8 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) BELOW THE
 LG0928'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 LG0928'MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0345 ***********************************************************************
 MM0345  DESIGNATION -  BURNT
 MM0345  PID         -  MM0345
 MM0345  STATE/COUNTY-  NE/LINCOLN
 MM0345  USGS QUAD   -  BRADY SW (1970)
 MM0345
 MM0345                         *CURRENT SURVEY CONTROL
 MM0345  ___________________________________________________________________
 MM0345* NAD 83(1995)-  41 03 34.54233(N)    100 27 40.44100(W)     ADJUSTED  
 MM0345* NAVD 88     -       818.066  (meters)    2683.94   (feet)  ADJUSTED  
 MM0345  ___________________________________________________________________
 MM0345  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 MM0345  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 MM0345  DYNAMIC HT  -         817.578 (meters)    2682.34  (feet)  COMP
 MM0345  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 MM0345
 MM0345  HORZ ORDER  -  THIRD
 MM0345  VERT ORDER  -  FIRST     CLASS II
 MM0345
 MM0345.The horizontal coordinates were established by classical geodetic methods
 MM0345.and adjusted by the National Geodetic Survey in August 1997..
 MM0345
 MM0345.The orthometric height was determined by differential leveling
 MM0345.and adjusted by the National Geodetic Survey in June 1991..
 MM0345
 MM0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0345
 MM0345.The geoid height was determined by GEOID03.
 MM0345
 MM0345.The dynamic height is computed by dividing the NAVD 88
 MM0345.geopotential number by the normal gravity value computed on the
 MM0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0345.degrees latitude (g = 980.6199 gals.).
 MM0345
 MM0345.The modeled gravity was interpolated from observed gravity values.
 MM0345
 MM0345;                    North         East     Units Scale Factor Converg.
 MM0345;SPC NE       -   136,250.570   461,241.251   MT  0.99968874   -0 18 20.4
 MM0345;UTM  14      - 4,546,401.250   377,216.921   MT  0.99978555   -0 57 35.7
 MM0345
 MM0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0345!SPC NE       -   0.99987524  x   0.99968874  =   0.99956402
 MM0345!UTM  14      -   0.99987524  x   0.99978555  =   0.99966082
 MM0345
 MM0345|---------------------------------------------------------------------|
 MM0345| PID    Reference Object                     Distance      Geod. Az  |
 MM0345|                                                           dddmmss.s |
 MM0345| CN8009 BURNT RM 1                            9.805 METERS 00840     |
 MM0345| CN8010 BURNT RM 2                            9.723 METERS 28614     |
 MM0345| CN8008 BURNT AZ MK                                        2913609.1 |
 MM0345|---------------------------------------------------------------------|
 MM0345
 MM0345                          SUPERSEDED SURVEY CONTROL
 MM0345
 MM0345  NAD 83(1986)-  41 03 34.54766(N)    100 27 40.44767(W) AD(       ) 3
 MM0345  NAD 27      -  41 03 34.53501(N)    100 27 38.95701(W) AD(       ) 3
 MM0345  NGVD 29 (02/14/92)  817.723  (m)         2682.81   (f) ADJUSTED    1 2
 MM0345
 MM0345.Superseded values are not recommended for survey control.
 MM0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0345.See file dsdata.txt to determine how the superseded data were derived.
 MM0345
 MM0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7721746401(NAD 83)
 MM0345_MARKER: DS = TRIANGULATION STATION DISK
 MM0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0345_SP_SET: CONCRETE POST
 MM0345_STAMPING: BURNT 1951
 MM0345_MARK LOGO: CGS   
 MM0345_PROJECTION: FLUSH
 MM0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0345+STABILITY: SURFACE MOTION
 MM0345
 MM0345  HISTORY     - Date     Condition        Report By
 MM0345  HISTORY     - 1951     MONUMENTED       CGS
 MM0345  HISTORY     - 1986     GOOD             NGS
 MM0345
 MM0345                          STATION DESCRIPTION
 MM0345
 MM0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0345'THE STATION IS LOCATED ABOUT 5.5 MILES WEST-NORTHWEST OF
 MM0345'BRADY AND 3.5 MILES EAST-SOUTHEAST OF MAXWELL.  IT IS ON THE
 MM0345'SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 30, 80 FEET SOUTH OF THE
 MM0345'CENTER OF U.S. HIGHWAY 30, 51 FEET NORTH OF THE NORTH RAIL
 MM0345'OF A RAILROAD TRACK, 3 FEET NORTH OF AN EAST-WEST FENCE LINE
 MM0345'AND 3 FEET NORTHWEST OF A WITNESS POST.  IT IS STAMPED BURNT
 MM0345'1951 AND IS SET FLUSH.
 MM0345'
 MM0345'REFERENCE MARK NO. 1 IS 49 FEET SOUTH OF THE CENTER OF U.S.
 MM0345'HIGHWAY 30 AND 35 FEET NORTH OF AN EAST-WEST FENCE LINE.
 MM0345'IT IS STAMPED BURNT NO 1 1951 AND IS SET FLUSH.
 MM0345'
 MM0345'REFERENCE MARK NO. 2 IS 82 FEET SOUTH OF THE CENTER OF U.S.
 MM0345'HIGHWAY 30, 49 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 MM0345'TRACK AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 MM0345'STAMPED BURNT NO 2 1951 AND IS SET FLUSH.
 MM0345'
 MM0345'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 MM0345'NO. 2 IS 24.2 FEET
 MM0345'
 MM0345'THE AZIMUTH MARK IS LOCATED 82 FEET SOUTH OF THE CENTER OF
 MM0345'U.S. HIGHWAY 30, 48 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 MM0345'TRACK, 1 FOOT NORTHEAST OF THE EAST END OF A BOARD GATE
 MM0345'AND 1 FOOT NORTHEAST OF A WITNESS POST.  IT IS STAMPED BURNT
 MM0345'1951 AND PROJECTS 3 INCHES.
 MM0345'
 MM0345'TO REACH THE STATION FROM THE POST OFFICE IN MAXWELL, GO EAST
 MM0345'FOR 0.05 MILE TO STATE HIGHWAY 107.  TURN LEFT AND GO NORTH
 MM0345'ON STATE HIGHWAY 107 FOR 0.05 MILE TO U.S. HIGHWAY 30, TURN
 MM0345'RIGHT AND GO EAST-SOUTHEAST ON U.S. HIGHWAY 30 FOR 3.2 MILES
 MM0345'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 MM0345'EAST-SOUTHEAST ON U.S. HIGHWAY 30 FOR 0.4 MILE TO THE STATION
 MM0345'ON THE RIGHT AS DESCRIBED.
 MM0345
 MM0345                          STATION RECOVERY (1986)
 MM0345
 MM0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0345'5.3 KM (3.3 MI) SE FROM MAXWELL.
 MM0345'5.3 KM (3.3 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE PUBLIC SCHOOL
 MM0345'AT MAXWELL, 68.1 METERS (223.5 FT) SOUTHEAST OF MILEPOST 195, 24.4
 MM0345'METERS (80 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 15.5 METERS (51
 MM0345'FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS OF
 MM0345'THE UNION PACIFIC RAILROAD, AND 5.0 METERS (16.5 FT) NORTHWEST OF THE
 MM0345'3RD UTILITY POLE NORTHWEST OF RAILROAD MILEPOLE 267.
 MM0345'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 MM0345'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0974 ***********************************************************************
 LG0974  DESIGNATION -  BURR HOPE LUTHERAN CH SPIRE
 LG0974  PID         -  LG0974
 LG0974  STATE/COUNTY-  NE/OTOE
 LG0974  USGS QUAD   -  BURR (1966)
 LG0974
 LG0974                         *CURRENT SURVEY CONTROL
 LG0974  ___________________________________________________________________
 LG0974* NAD 83(1995)-  40 32 14.01778(N)    096 17 55.56334(W)     ADJUSTED  
 LG0974* NAVD 88     -                                                        
 LG0974  ___________________________________________________________________
 LG0974  LAPLACE CORR-          -7.87  (seconds)                    DEFLEC99
 LG0974  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 LG0974
 LG0974  HORZ ORDER  -  THIRD
 LG0974
 LG0974.The horizontal coordinates were established by classical geodetic methods
 LG0974.and adjusted by the National Geodetic Survey in August 1997..
 LG0974
 LG0974
 LG0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0974
 LG0974.The geoid height was determined by GEOID03.
 LG0974
 LG0974;                    North         East     Units Scale Factor Converg.
 LG0974;SPC NE       -    84,862.973   813,413.303   MT  0.99980022   +2 27 10.1
 LG0974;UTM  14      - 4,490,893.363   728,772.582   MT  1.00024427   +1 45 23.1
 LG0974
 LG0974                          SUPERSEDED SURVEY CONTROL
 LG0974
 LG0974  NAD 83(1986)-  40 32 14.02518(N)    096 17 55.55889(W) AD(       ) 4
 LG0974  NAD 27      -  40 32 14.03300(N)    096 17 54.52300(W) AD(       ) 3
 LG0974
 LG0974.Superseded values are not recommended for survey control.
 LG0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0974.See file dsdata.txt to determine how the superseded data were derived.
 LG0974
 LG0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2877390893(NAD 83)
 LG0974_MARKER: 90 = CHURCH SPIRE
 LG0974
 LG0974  HISTORY     - Date     Condition        Report By
 LG0974  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0974  HISTORY     - 20040602 GOOD             USPSQD
 LG0974
 LG0974                          STATION DESCRIPTION
 LG0974
 LG0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0974'IT IS A WHITE FRAME BUILDING WITH A SPIRE ON THE EAST END,
 LG0974'LOCATED AT THE NORTHEAST EDGE OF THE TOWN OF BURR.  IT IS A
 LG0974'SILVER SPIRE, ABOUT 50 FEET HIGH WITH A GOLD CROSS ON THE TOP.
 LG0974'IT IS 75 FEET SOUTH OF THE CENTER OF AN EAST-WEST STREET AND
 LG0974'60 FEET WEST OF THE CENTER OF A NORTH-SOUTH STREET.  THE POINT
 LG0974'OBSERVED UPON WAS THE CROSS ON TOP OF THE SPIRE.
 LG0974
 LG0974                          STATION RECOVERY (2004)
 LG0974
 LG0974'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0974'STATION FOUND GOOD. THE EAST-WEST STREET DESCRIBED IN THE 1947
 LG0974'DESCRIPTION IS COUNTY ROAD 'R'. THE NORTH-SOUTH STREET IN THE 1947
 LG0974'DESCRIPTION IS NOT NAMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1959 ***********************************************************************
 MK1959  DESIGNATION -  BURT
 MK1959  PID         -  MK1959
 MK1959  STATE/COUNTY-  NE/BURT
 MK1959  USGS QUAD   -  LITTLE SIOUX (1970)
 MK1959
 MK1959                         *CURRENT SURVEY CONTROL
 MK1959  ___________________________________________________________________
 MK1959* NAD 83(1995)-  41 47 26.84514(N)    096 05 23.83341(W)     ADJUSTED  
 MK1959* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 MK1959  ___________________________________________________________________
 MK1959  LAPLACE CORR-          -8.31  (seconds)                    DEFLEC99
 MK1959  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MK1959
 MK1959  HORZ ORDER  -  SECOND
 MK1959
 MK1959.The horizontal coordinates were established by classical geodetic methods
 MK1959.and adjusted by the National Geodetic Survey in August 1997..
 MK1959
 MK1959.The orthometric height was scaled from a topographic map.
 MK1959
 MK1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1959
 MK1959.The geoid height was determined by GEOID03.
 MK1959
 MK1959;                    North         East     Units Scale Factor Converg.
 MK1959;SPC NE       -   224,673.721   824,791.559   MT  0.99967093   +2 35 28.2
 MK1959;SPC IA N     - 1,035,598.044 1,284,739.373   MT  1.00006150   -1 45 19.2
 MK1959;SPC IA S     -   202,076.045   284,750.459   MT  1.00000133   -1 42 21.6
 MK1959;UTM  14      - 4,630,642.360   741,802.710   MT  1.00031955   +1 56 24.8
 MK1959
 MK1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1959!SPC NE       -   0.99995539  x   0.99967093  =   0.99962634
 MK1959!SPC IA N     -   0.99995539  x   1.00006150  =   1.00001689
 MK1959!SPC IA S     -   0.99995539  x   1.00000133  =   0.99995672
 MK1959!UTM  14      -   0.99995539  x   1.00031955  =   1.00027493
 MK1959
 MK1959|---------------------------------------------------------------------|
 MK1959| PID    Reference Object                     Distance      Geod. Az  |
 MK1959|                                                           dddmmss.s |
 MK1959| CL6981 BURT RM 1                            39.667 METERS 00849     |
 MK1959| MK1832 MONDAMIN MUNICIPAL TANK             APPROX.10.5 KM 1482533.2 |
 MK1959| MK0365 TEK                                 APPROX.11.5 KM 2592826.2 |
 MK1959| CL6980 BURT AZ MK                                         2652911.0 |
 MK1959| CL6982 BURT RM 2                            42.645 METERS 26947     |
 MK1959| MK1960 OMAHA/SIOUX FALLS AMBER 4 BN 3      APPROX. 4.7 KM 3164252.1 |
 MK1959|---------------------------------------------------------------------|
 MK1959
 MK1959                          SUPERSEDED SURVEY CONTROL
 MK1959
 MK1959  NAD 83(1986)-  41 47 26.84880(N)    096 05 23.83377(W) AD(       ) 2
 MK1959  NAD 27      -  41 47 26.89200(N)    096 05 22.78500(W) AD(       ) 2
 MK1959
 MK1959.Superseded values are not recommended for survey control.
 MK1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1959.See file dsdata.txt to determine how the superseded data were derived.
 MK1959
 MK1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM4180330642(NAD 83)
 MK1959_MARKER: DS = TRIANGULATION STATION DISK
 MK1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1959
 MK1959  HISTORY     - Date     Condition        Report By
 MK1959  HISTORY     - 1948     MONUMENTED       CGS
 MK1959  HISTORY     - 1974     GOOD             NGS
 MK1959
 MK1959                          STATION DESCRIPTION
 MK1959
 MK1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1959'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST-NORTHEAST OF TEKAMAH,
 MK1959'ABOUT 1 MILE WEST OF THE MISSOURI RIVER, ON THE SOUTH RIGHT-OF-WAY
 MK1959'OF A DIRT ROAD.  IT IS 25 FEET SOUTH OF THE CENTERLINE OF A DIRT
 MK1959'ROAD, 21 FEET WEST OF A FENCE CORNER, 5.5 FEET WEST-NORTHWEST OF A
 MK1959'WITNESS POST, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE.
 MK1959'THE DISK IS STAMPED BURT 1948 AND PROJECTS 4 INCHES.
 MK1959'
 MK1959'REFERENCE MARK NO. 1 IS 130.14 FEET NORTH OF THE STATION, AND 1.5
 MK1959'FEET WEST OF A FENCE LINE.  THE DISK IS STAMPED BURT NO 1 1948
 MK1959'AND PROJECTS 4 INCHES.
 MK1959'
 MK1959'REFERENCE MARK NO. 2 IS 139.91 FEET WEST OF THE STATION, 26 FEET
 MK1959'SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT NORTH OF THE
 MK1959'RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED BURT NO 2 1948 AND
 MK1959'PROJECTS 4 INCHES.
 MK1959'
 MK1959'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST OF THE STATION,
 MK1959'26 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 20 FEET NORTH
 MK1959'OF A POWER POLE, 2 FEET NORTH OF A WITNESS POST, AND 1 FOOT EAST
 MK1959'OF A NORTH-SOUTH LINE.  STAMPED BURT 1948 AND PROJECTS 4 INCHES.
 MK1959'
 MK1959'TO REACH THE STATION FROM THE POST OFFICE IN TEKAMAH, GO NORTH
 MK1959'ON U.S. HIGHWAY 73 FOR 0.25 MILE.  HERE TURN RIGHT ON A GRAVELLED
 MK1959'ROAD FOR 4.3 MILES.  TURN LEFT AND GO 0.25 MILE TO A SIDE ROAD
 MK1959'RIGHT, JUST AFTER CROSSING A STEEL BRIDGE, TURN RIGHT AND GO EAST
 MK1959'AND NORTHEAST FOR 1.35 MILE TO A SIDE ROAD RIGHT IMMEDIATELY
 MK1959'BEYOND A RIGHT-ANGLE TURN (NORTH).  TURN RIGHT AND GO EAST 0.5
 MK1959'MILE, NORTH FOR 0.4 MILE, THEN EAST FOR 0.8 MILE TO THE STATION
 MK1959'ON THE RIGHT AS DESCRIBED.
 MK1959'
 MK1959'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.5 MILE
 MK1959'TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.05 MILE TO THE MARK ON
 MK1959'THE RIGHT AS DESCRIBED.
 MK1959'
 MK1959'A 74 FOOT SIGNAL AT TEK 1934 IS VISIBLE AT 77 FEET.
 MK1959'
 MK1959'A 74 FOOT SIGNAL AT SAND 1934 IS VISIBLE AT 30 FEET.
 MK1959'
 MK1959'A 4 FOOT SIGNAL AT SEA 1934 IS VISIBLE AT 20 FEET.
 MK1959'
 MK1959'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MK1959
 MK1959                          STATION RECOVERY (1974)
 MK1959
 MK1959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MK1959'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 MK1959'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 MK1959'SEARCHED FOR AND COULD NOT BE FOUND, HOWEVER IT IS BELIEVED THE
 MK1959'MARK IS STILL IN ITS ORIGINAL POSITION, TALL CORN THIS DATE
 MK1959'PREVENTED USING THE ANGLE MEASUREMENTS FROM THE REFERENCE MARKS
 MK1959'TO ASSIST IN THE SEARCH OF THE MARK.  THE 1948 DESCRIPTION OF
 MK1959'THE ROUTE TO REACH THE STATION IS ADEQUATE.  FOLLOWING ARE NEW
 MK1959'AND ADDITIONAL MEASUREMENTS FOR THE MARKS RECOVERED THIS
 MK1959'DATE.
 MK1959'
 MK1959'THE STATION MARK IS 84 FEET SOUTHWEST OF A POWER POLE WITH
 MK1959'TRANSFORMER ATTACHED, 53 FEET SOUTH-SOUTHWEST OF A T-INTERSECTION
 MK1959'POWER POLE, (WHERE POWERLINES GO EAST AND WEST AND JUNCTION
 MK1959'NORTH), 28 FEET SOUTHWEST OF THE NORTH END GATE POST, 26 FEET
 MK1959'SOUTH OF THE CENTER OF A GRAVELED ROAD AT T-INTERSECTION WITH A
 MK1959'ROAD GOING NORTH ALONG THE WEST SIDE OF A FENCE, 19.5 FEET WEST
 MK1959'OF A CORNER FENCE POST AND 4 FEET WEST-NORTHWEST OF A TELEPHONE
 MK1959'JUNCTION BOX THAT PROJECTS 3 FEET AND 2.5 FEET NORTH OF A
 MK1959'METAL WITNESS POST IN FENCELINE WITH SIGN ATTACHED.  THE
 MK1959'SURFACE MARK IS NOW 12 INCHES BELOW THE GROUND SURFACE DUE TO
 MK1959'FLOODED AREA IN 1952 AND DRIFTED DIRT ALONG FENCELINE.
 MK1959'
 MK1959'REFERENCE MARK 1 IS 1 FOOT WEST OF A METAL WITNESS POST IN
 MK1959'FENCELINE AND THE MARK IS 4 INCHES BELOW THE SURFACE OF THE
 MK1959'GROUND.
 MK1959'
 MK1959'REFERENCE MARK 2 IS 1 FOOT NORTH OF A METAL WITNESS POST IN
 MK1959'FENCELINE AND THE MARK IS 5 INCHES BELOW THE SURFACE OF THE
 MK1959'GROUND.
 MK1959'
 MK1959'NOTE--THE FARMER THAT LIVES AT THE STATION PLANS TO LEVEL THE
 MK1959'DIRT ALONG THE FENCE LINES AND REBUILD NEW FENCES, BUT WILL NOT
 MK1959'DISTURB THE SURVEY MARKERS.
 MK1959'
 MK1959'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 MK1959'EAST-NORTHEAST OF TEKAMAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0775 ***********************************************************************
 NN0775  DESIGNATION -  BURTON
 NN0775  PID         -  NN0775
 NN0775  STATE/COUNTY-  NE/KEYA PAHA
 NN0775  USGS QUAD   -  BURTON (1964)
 NN0775
 NN0775                         *CURRENT SURVEY CONTROL
 NN0775  ___________________________________________________________________
 NN0775* NAD 83(1995)-  42 55 25.59724(N)    099 32 16.23296(W)     ADJUSTED  
 NN0775* NAVD 88     -       698.     (meters)    2290.     (feet)  SCALED    
 NN0775  ___________________________________________________________________
 NN0775  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 NN0775  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 NN0775
 NN0775  HORZ ORDER  -  SECOND
 NN0775
 NN0775.The horizontal coordinates were established by classical geodetic methods
 NN0775.and adjusted by the National Geodetic Survey in August 1997..
 NN0775
 NN0775.The orthometric height was scaled from a topographic map.
 NN0775
 NN0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0775
 NN0775.The geoid height was determined by GEOID03.
 NN0775
 NN0775;                    North         East     Units Scale Factor Converg.
 NN0775;SPC NE       -   343,254.464   537,729.854   MT  0.99996592   +0 18 22.6
 NN0775;SPC SD S     -    65,904.619   664,942.912   MT  0.99997981   +0 32 55.6
 NN0775;SPC SD S     -   216,222.07  2,181,566.87   sFT  0.99997981   +0 32 55.6
 NN0775;UTM  14      - 4,752,490.722   456,107.147   MT  0.99962370   -0 21 58.6
 NN0775
 NN0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0775!SPC NE       -   0.99989433  x   0.99996592  =   0.99986025
 NN0775!SPC SD S     -   0.99989433  x   0.99997981  =   0.99987414
 NN0775!UTM  14      -   0.99989433  x   0.99962370  =   0.99951807
 NN0775
 NN0775|---------------------------------------------------------------------|
 NN0775| PID    Reference Object                     Distance      Geod. Az  |
 NN0775|                                                           dddmmss.s |
 NN0775| CO2367 BURTON RM 1                           8.038 METERS 04214     |
 NN0775| CO2368 BURTON RM 2                           7.098 METERS 12225     |
 NN0775| NN0551 E 224                                              2434419.6 |
 NN0775|---------------------------------------------------------------------|
 NN0775
 NN0775                          SUPERSEDED SURVEY CONTROL
 NN0775
 NN0775  NAD 83(1986)-  42 55 25.60431(N)    099 32 16.24197(W) AD(       ) 2
 NN0775  NAD 27      -  42 55 25.59500(N)    099 32 14.83900(W) AD(       ) 2
 NN0775
 NN0775.Superseded values are not recommended for survey control.
 NN0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0775.See file dsdata.txt to determine how the superseded data were derived.
 NN0775
 NN0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5610752491(NAD 83)
 NN0775_MARKER: DS = TRIANGULATION STATION DISK
 NN0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0775
 NN0775  HISTORY     - Date     Condition        Report By
 NN0775  HISTORY     - 1949     MONUMENTED       CGS
 NN0775
 NN0775                          STATION DESCRIPTION
 NN0775
 NN0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0775'THE STATION IS LOCATED ABOUT 2.0 MILES EAST AND 1.0 NORTH OF
 NN0775'BURTON ON THE HIGH POINT OF A PROMINENT HILL IN A PASTURE AND
 NN0775'ON LAND OWNED BY MR. M.M. WOOD WHO LIVES ABOUT 3/4 MILE
 NN0775'NORTH-NORTHWEST OF THE STATION.  IT IS ON ABOUT THE APPROXIMATE
 NN0775'CENTER OF THE HILL 7 FEET SOUTHEAST OF WITNESS POST, STAMPED
 NN0775'BURTON 1949 AND PROJECTS 4 INCHES.
 NN0775'
 NN0775'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET ON THE
 NN0775'EAST SLOPE OF THE HILL AND ABOUT 4 FEET LOWER IN ELEVATION THAN
 NN0775'STATION MARK.  IT IS STAMPED BURTON NO 1 1949 AND PROJECTS 4
 NN0775'INCHES.
 NN0775'
 NN0775'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION AND ABOUT 1
 NN0775'FOOT LOWER IN ELEVATION THAN THE STATION MARK.  IT IS STAMPED
 NN0775'BURTON NO 2 1949 AND PROJECTS 4 INCHES.
 NN0775'
 NN0775'BENCH MARK E 224 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT
 NN0775'1.7 MILES SOUTHWEST OF THE STATION, SET IN THE NORTHEAST ANGLE
 NN0775'OF CROSSROAD.  IT IS 25 FEET NORTH OF THE CENTER OF EAST-WEST
 NN0775'ROAD, 12 FEET EAST OF FENCE CORNER, 3 FEET SOUTH OF EAST-WEST
 NN0775'FENCE LINE AND 2 FEET WEST OF WITNESS POST.  IT IS STAMPED
 NN0775'E 224 1946 AND PROJECTS 5 INCHES.
 NN0775'
 NN0775'TO REACH THE STATION FROM THE POST OFFICE IN BURTON, GO EAST
 NN0775'ON MAIN ROAD FOR 1.0 MILE TO WHERE MAIN ROAD TURNS NORTH,
 NN0775'(BENCH MARK E 224 IS IN THE NORTHEAST ANGLE OF THIS POINT AS
 NN0775'DESCRIBED), CONTINUE EAST ON SECTION LINE ROAD FOR 1.25 MILES
 NN0775'TO WHERE FENCE LINE ON THE NORTH SIDE OF ROAD HAS BEEN LET
 NN0775'DOWN, LET FENCE LINE DOWN AND GO NORTH-NORTHEAST ACROSS PASTURE
 NN0775'FOR 1.2 MILES TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 NN0775'
 NN0775'A 4 FOOT SIGNAL AT STATION WEWELA 1936 IS VISIBLE AT 4 FEET
 NN0775'
 NN0775'A 4 FOOT SIGNAL AT STATION BAMERLIN 1936 IS VISIBLE AT 4 FEET
 NN0775'
 NN0775'A 4 FOOT SIGNAL AT STATION MILLS 1934 IS VISIBLE AT 4 FEET
 NN0775'
 NN0775'A 4 FOOT SIGNAL AT STATION WILKINS 1934 IS VISIBLE AT 4 FEET
 NN0775'
 NN0775'AN 87 FOOT SIGNAL AT STATION WYMAN IS VISIBLE AT 4 FEET
 NN0775'
 NN0775'A 74 FOOT SIGNAL AT STATION PAT IS VISIBLE AT 4 FEET
 NN0775'
 NN0775'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1131 ***********************************************************************
 ML1131  DESIGNATION -  BURWELL
 ML1131  PID         -  ML1131
 ML1131  STATE/COUNTY-  NE/GARFIELD
 ML1131  USGS QUAD   -  BURWELL SE (1978)
 ML1131
 ML1131                         *CURRENT SURVEY CONTROL
 ML1131  ___________________________________________________________________
 ML1131* NAD 83(1995)-  41 52 14.18326(N)    099 06 54.05183(W)     ADJUSTED  
 ML1131* NAVD 88     -       774.68   (+/-2cm)    2541.6    (feet)  VERTCON   
 ML1131  ___________________________________________________________________
 ML1131  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 ML1131  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 ML1131
 ML1131  HORZ ORDER  -  FIRST
 ML1131  VERT ORDER  -  THIRD ? (See Below)
 ML1131
 ML1131.The horizontal coordinates were established by classical geodetic methods
 ML1131.and adjusted by the National Geodetic Survey in August 1997..
 ML1131
 ML1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1131.The vertical order pertains to the NGVD 29 superseded value.
 ML1131
 ML1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1131
 ML1131.The geoid height was determined by GEOID03.
 ML1131
 ML1131;                    North         East     Units Scale Factor Converg.
 ML1131;SPC NE       -   226,566.383   573,445.204   MT  0.99967881   +0 35 11.3
 ML1131;UTM  14      - 4,635,416.365   490,455.508   MT  0.99960112   -0 04 36.4
 ML1131
 ML1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1131!SPC NE       -   0.99988218  x   0.99967881  =   0.99956103
 ML1131!UTM  14      -   0.99988218  x   0.99960112  =   0.99948335
 ML1131
 ML1131|---------------------------------------------------------------------|
 ML1131| PID    Reference Object                     Distance      Geod. Az  |
 ML1131|                                                           dddmmss.s |
 ML1131| CN8018 BURWELL RM 1                         16.083 METERS 06826     |
 ML1131| CN8017 BURWELL AZ MK                                      0894815.1 |
 ML1131| ML1132 BURWELL CABLE TV MAST               APPROX. 9.9 KM 1814119.1 |
 ML1131| CN8019 BURWELL RM 2                         16.020 METERS 29207     |
 ML1131|---------------------------------------------------------------------|
 ML1131
 ML1131                          SUPERSEDED SURVEY CONTROL
 ML1131
 ML1131  NAD 83(1986)-  41 52 14.18808(N)    099 06 54.06025(W) AD(       ) 1
 ML1131  NAD 27      -  41 52 14.16600(N)    099 06 52.69300(W) AD(       ) 1
 ML1131  NGVD 29 (07/19/86)  774.41   (m)         2540.7    (f) LEVELING    3  
 ML1131
 ML1131.Superseded values are not recommended for survey control.
 ML1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1131.See file dsdata.txt to determine how the superseded data were derived.
 ML1131
 ML1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM9045635416(NAD 83)
 ML1131_MARKER: DB = BENCH MARK DISK
 ML1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1131
 ML1131  HISTORY     - Date     Condition        Report By
 ML1131  HISTORY     - 1949     MONUMENTED       USGS
 ML1131  HISTORY     - 1973     GOOD             NGS
 ML1131
 ML1131                          STATION DESCRIPTION
 ML1131
 ML1131'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 ML1131'THE STATION IS LOCATED ABOUT 8.0 MILES NORTH OF BURWELL AND
 ML1131'0.4 MILE SOUTHWEST OF A RANCH HOUSE ON LAND OWNED BY MRS. MURPHY.
 ML1131'IT IS ON THE NORTH EDGE OF PROMINENT HILL, 23.5 FEET SOUTH OF
 ML1131'SECTION LINE FENCE, AND 5 FEET EAST OF WITNESS POST.  IT IS
 ML1131'A STANDARD U.S.G.S. BENCH MARK SET IN A 6 INCH SQUARE CONCRETE
 ML1131'POST PROJECTING 7 INCHES.  IT IS STAMPED BURWELL 1949.
 ML1131'
 ML1131'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 3 FEET SOUTH
 ML1131'OF SECTION LINE FENCE AND ON THE NORTHEAST SLOPE OF THE HILL.
 ML1131'IT IS A U.S.G.S.  REFERENCE MARK SET IN A 6 INCH SQUARE CONCRETE
 ML1131'POST PROJECTING 6 INCHES.  IT IS STAMPED BURWELL NO 1 1949.
 ML1131'
 ML1131'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 2 FEET
 ML1131'SOUTH OF SECTION LINE FENCE, AND ON THE NORTHWEST SLOPE OF
 ML1131'THE HILL.  IT IS A U.S.G.S. REFERENCE MARK SET IN A 6 INCH
 ML1131'SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS STAMPED BURWELL
 ML1131'NO 2 1949.
 ML1131'
 ML1131'THE AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, 21 FEET SOUTH
 ML1131'OF THE CENTER OF SECTION LINE ROAD, 2 FEET NORTHWEST OF WITNESS
 ML1131'POST, AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 ML1131'BURWELL 1949 AND PROJECTS 2 INCHES.
 ML1131'
 ML1131'TO REACH THE STATION FROM THE EAST SIDE OF THE SQUARE IN
 ML1131'BURWELL, GO EAST FOR 0.4 MILE TO THE JUNCTION WITH STATE
 ML1131'HIGHWAY 11, TURN LEFT AND GO NORTH FOR 7.8 MILES TO SIDE ROAD
 ML1131'LEFT AT FARM HOUSE IN NORTHWEST ANGLE, TURN LEFT AND GO WEST
 ML1131'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 ML1131'CONTINUE WEST ON TRACK ROAD FOR 1.1 MILE TO WIRE GATE, GO
 ML1131'THROUGH THE GATE AND GO NORTHWEST FOR 0.1 TO FARMYARD, GO TO THE
 ML1131'RIGHT OF THE WINDMILL TO WIRE GATE IN THE SOUTHWEST CORNER OF
 ML1131'BARNYARD, GO THROUGH GATE AND GO SOUTH FOR 0.15 MILE TO GATE IN
 ML1131'EAST-WEST FENCE LINE ABOUT 50 FEET WEST OF A NORTH-SOUTH FENCE
 ML1131'LINE, GO THROUGH GATE AND CONTINUE SOUTH ON DIM TRACK
 ML1131'ROAD FOR 0.15 MILE, TURN RIGHT AND GO WEST ALONG THE
 ML1131'TOP OF RIDGE FOR 0.6 MILE TO HIGHEST POINT AND STATION
 ML1131'AS DESCRIBED.
 ML1131'
 ML1131'A 4 FOOT SIGNAL AT STATION GRANT IS VISIBLE AT 4 FEET.
 ML1131'
 ML1131'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET.
 ML1131'
 ML1131'A 74 FOOT SIGNAL AT STATION DUMAS IS VISIBLE AT 4 FEET.
 ML1131
 ML1131                          STATION RECOVERY (1973)
 ML1131
 ML1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1131'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 ML1131'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION, THE
 ML1131'DISTANCES AND DIRECTIONS COMPARED FAVORABLY WITH THE 1949 DATA.
 ML1131'
 ML1131'THE STATION IS LOCATED 8.0 MILES NORTH OF BURWELL AND 1.5 MILES
 ML1131'EAST OF STATE HIGHWAY 11, IN PASTURE LAND OWNED BY MRS. GENEVA
 ML1131'BOWERS, TELEPHONE NUMBER (308) 346-3165.
 ML1131'
 ML1131'TO REACH FROM THE POST OFFICE IN BURWELL GO NORTH FOR 0.05
 ML1131'MILES TO GRAND AVENUE.  TURN RIGHT AND GO EAST ON GRAND
 ML1131'AVENUE FOR 0.45 MILES TO THE JUNCTION OF STATE HIGHWAYS
 ML1131'91 AND 11.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 91
 ML1131'AND 11 FOR 1.05 MILES TO THE JUNCTION OF STATE HIGHWAYS
 ML1131'91 AND 11.  TURN LEFT ON STATE HIGHWAY 11 AND GO NORTH FOR
 ML1131'7.0 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A BLADED
 ML1131'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ML1131'WEST ON THE BLADED ROAD FOR 0.5 MILE TO A CURVE IN THE ROAD
 ML1131'AND A DIM TRACK ROAD LEADING WEST.  CONTINUE WEST ON THE
 ML1131'DIM TRACK ROAD FOR 0.6 MILE TO A WIRE GATE ON THE RIGHT.
 ML1131'ON THE RIGHT.  BEAR LEFT AND GO SOUTHERLY FOR 0.1 MILE TO
 ML1131'THE TOP OF A RIDGE.  TURN RIGHT AND GO WEST ALONG THE TOP OF
 ML1131'RIDGE FOR 0.2 MILE TO THE STATION ON THE TOP OF A SMALL
 ML1131'KNOLL.
 ML1131'
 ML1131'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 ML1131'BURWELL 1949, CEMENTED IN THE TOP OF A 6-INCH SQUARE CONCRETE
 ML1131'POST THAT PROJECTS 12-INCHES.  IT IS 23.5 FEET SOUTH OF A FENCE
 ML1131'LINE AND 4.5 FEET EAST OF A METAL WITNESS POST WITH SIGN
 ML1131'ATTACHED.
 ML1131'
 ML1131'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 ML1131'DISK STAMPED BURWELL NO 1 1949, CEMENTED IN THE TOP OF A
 ML1131'6-INCH CONCRETE POST THAT PROJECTS 10-INCHES.  IT IS 57.5
 ML1131'FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 4
 ML1131'FEET SOUTH OF A FENCE LINE.
 ML1131'
 ML1131'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 ML1131'DISK STAMPED BURWELL NO 2 1949, CEMENTED IN THE TOP OF A
 ML1131'6-INCH SQUARE CONCRETE POST THAT PROJECTS 12-INCHES.  IT
 ML1131'IS 49.5 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED
 ML1131'AND 2 FEET SOUTH OF A FENCE LINE.
 ML1131'
 ML1131'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURWELL 1949,
 ML1131'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 ML1131'IS FLUSH WITH THE GROUND.  IT IS 18 FEET SOUTH OF THE CENTER
 ML1131'OF THE BLADED ROAD, 3 FEET NORTHWEST OF A METAL WITNESS POST
 ML1131'WITH SIGN ATTACHED AND 1.5 FEET NORTH OF A FENCE LINE.
 ML1131'
 ML1131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 ML1131'NORTH OF BURWELL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1132 ***********************************************************************
 ML1132  DESIGNATION -  BURWELL CABLE TV MAST
 ML1132  PID         -  ML1132
 ML1132  STATE/COUNTY-  NE/GARFIELD
 ML1132  USGS QUAD   -  BURWELL SE (1978)
 ML1132
 ML1132                         *CURRENT SURVEY CONTROL
 ML1132  ___________________________________________________________________
 ML1132* NAD 83(1995)-  41 46 53.00844(N)    099 07 06.70219(W)     ADJUSTED  
 ML1132* NAVD 88     -                                                        
 ML1132  ___________________________________________________________________
 ML1132  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 ML1132  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 ML1132
 ML1132  HORZ ORDER  -  THIRD
 ML1132
 ML1132.The horizontal coordinates were established by classical geodetic methods
 ML1132.and adjusted by the National Geodetic Survey in August 1997..
 ML1132
 ML1132
 ML1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1132
 ML1132.The geoid height was determined by GEOID03.
 ML1132
 ML1132;                    North         East     Units Scale Factor Converg.
 ML1132;SPC NE       -   216,658.020   573,254.579   MT  0.99967013   +0 35 02.9
 ML1132;UTM  14      - 4,625,511.596   490,150.234   MT  0.99960119   -0 04 44.3
 ML1132
 ML1132                          SUPERSEDED SURVEY CONTROL
 ML1132
 ML1132  NAD 83(1986)-  41 46 53.01192(N)    099 07 06.70925(W) AD(       ) 4
 ML1132  NAD 27      -  41 46 53.01340(N)    099 07 05.34609(W) AD(       ) 3
 ML1132
 ML1132.Superseded values are not recommended for survey control.
 ML1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1132.See file dsdata.txt to determine how the superseded data were derived.
 ML1132
 ML1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM9015025512(NAD 83)
 ML1132_MARKER: 42 = RADIO/TV MAST
 ML1132
 ML1132  HISTORY     - Date     Condition        Report By
 ML1132  HISTORY     - 1973     FIRST OBSERVED   NGS
 ML1132
 ML1132                          STATION DESCRIPTION
 ML1132
 ML1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1132'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE BURWELL, CABLE
 ML1132'VISION TELEVISION COMPANY, MAST THAT IS LOCATED AT THE EAST EDGE
 ML1132'OF THE CITY OF BURWELL.  IT IS TRIANGULAR IN CROSS SECTION, PAINTED
 ML1132'IN ALTERNATE BANDS OF RED AND WHITE AND ABOUT 400 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0620 ***********************************************************************
 NN0620  DESIGNATION -  BUSH
 NN0620  PID         -  NN0620
 NN0620  STATE/COUNTY-  NE/BOYD
 NN0620  USGS QUAD   -  MONOWI (1950)
 NN0620
 NN0620                         *CURRENT SURVEY CONTROL
 NN0620  ___________________________________________________________________
 NN0620* NAD 83(1995)-  42 47 51.15620(N)    098 22 25.86189(W)     ADJUSTED  
 NN0620* NAVD 88     -       517.83   (+/-2cm)    1698.9    (feet)  VERTCON   
 NN0620  ___________________________________________________________________
 NN0620  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 NN0620  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 NN0620
 NN0620  HORZ ORDER  -  FIRST
 NN0620  VERT ORDER  -  THIRD ? (See Below)
 NN0620
 NN0620.The horizontal coordinates were established by classical geodetic methods
 NN0620.and adjusted by the National Geodetic Survey in August 1997..
 NN0620
 NN0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0620.The vertical order pertains to the NGVD 29 superseded value.
 NN0620
 NN0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0620
 NN0620.The geoid height was determined by GEOID03.
 NN0620
 NN0620;                    North         East     Units Scale Factor Converg.
 NN0620;SPC NE       -   330,382.098   633,012.962   MT  0.99991345   +1 04 39.5
 NN0620;SPC SD S     -    53,461.291   760,288.228   MT  1.00000867   +1 21 06.3
 NN0620;SPC SD S     -   175,397.59  2,494,378.96   sFT  1.00000867   +1 21 06.3
 NN0620;UTM  14      - 4,738,522.827   551,203.736   MT  0.99963225   +0 25 31.5
 NN0620
 NN0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0620!SPC NE       -   0.99992285  x   0.99991345  =   0.99983630
 NN0620!SPC SD S     -   0.99992285  x   1.00000867  =   0.99993152
 NN0620!UTM  14      -   0.99992285  x   0.99963225  =   0.99955512
 NN0620
 NN0620|---------------------------------------------------------------------|
 NN0620| PID    Reference Object                     Distance      Geod. Az  |
 NN0620|                                                           dddmmss.s |
 NN0620| CO2371 BUSH RM 2                            74.633 METERS 18207     |
 NN0620| CO2369 BUSH AZ MK                                         3585111.2 |
 NN0620|---------------------------------------------------------------------|
 NN0620
 NN0620                          SUPERSEDED SURVEY CONTROL
 NN0620
 NN0620  NAD 83(1986)-  42 47 51.16658(N)    098 22 25.86618(W) AD(       ) 1
 NN0620  NAD 27      -  42 47 51.17200(N)    098 22 24.57900(W) AD(       ) 1
 NN0620  NGVD 29 (07/19/86)  517.56   (m)         1698.0    (f) LEVELING    3  
 NN0620
 NN0620.Superseded values are not recommended for survey control.
 NN0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0620.See file dsdata.txt to determine how the superseded data were derived.
 NN0620
 NN0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5120438523(NAD 83)
 NN0620_MARKER: DS = TRIANGULATION STATION DISK
 NN0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0620
 NN0620  HISTORY     - Date     Condition        Report By
 NN0620  HISTORY     - 1940     MONUMENTED       CGS
 NN0620  HISTORY     - 1948     GOOD             CGS
 NN0620
 NN0620                          STATION DESCRIPTION
 NN0620
 NN0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0620'STATION IS LOCATED ABOUT 200 YARDS SOUTH OF THE CENTER OF THE
 NN0620'NW 1/4 OF SECTION 33, T 33 N, R 9 W, 2 MILES SOUTH AND 2.25
 NN0620'MILES WEST OF MONOWI, ON PROPERTY OWNED AND OCCUPIED BY
 NN0620'CLEMENS CHRISTENSEN.
 NN0620'
 NN0620'TO REACH THE STATION FROM MONOWI, GO WEST 3 MILES TO A ROAD
 NN0620'TO THE LEFT, SOUTH.  TURN LEFT AND GO ON MAIN ROAD 2.4 MILES
 NN0620'TO THE AZIMUTH MK. ON THE RIGHT, WEST SIDE OF THE ROAD,
 NN0620'CONTINUE 0.45 MILE TO STATION ON THE LEFT, EAST SIDE OF ROAD
 NN0620'NEAR MR. CHRISTENSENS HOUSE.
 NN0620'
 NN0620'THE STATION MARK IS STAMPED BUSH 1940 AND IS SET 2 INCHES
 NN0620'BELOW THE SURFACE.  IT IS 7 FEET NORTH OF A WHITE REFERENCE
 NN0620'POST, 39 FEET EAST OF THE CENTER OF A DIRT ROAD, 17 FEET EAST
 NN0620'OF A FENCE, 1 FOOT SOUTH OF A FENCE AND 90 FEET NORTH OF THE
 NN0620'NORTHWEST CORNER OF MR. CHRISTENSENS HOUSE.
 NN0620'
 NN0620'REFERENCE MARK 1 IS STAMPED BUSH 1940 NO 1 AND PROJECTS 2
 NN0620'INCHES.  IT IS 8 FEET NORTHEAST OF A SHED, 24 FEET SOUTH OF
 NN0620'A FENCE, 1 FOOT NORTH OF A FENCE AND 3 FEET WEST OF A FENCE
 NN0620'CORNER.
 NN0620'
 NN0620'REFERENCE MARK 2 IS STAMPED BUSH 1940 NO 2 AND PROJECTS 4
 NN0620'INCHES.  IT IS 1 FOOT NORTH OF A FENCE, 7 FEET EAST OF A FENCE
 NN0620'CORNER AND 27 FEET EAST OF THE CENTER OF A DIRT ROAD.
 NN0620'
 NN0620'THE AZIMUTH MARK IS STAMPED BUSH 1940 AND PROJECTS 6 INCHES.
 NN0620'IT IS 2 FEET EAST OF A FENCE, 3 FEET NORTHEAST OF A WHITE
 NN0620'REFERENCE POST AND 19 FEET WEST OF THE CENTER OF A DIRT ROAD.
 NN0620'
 NN0620'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0620
 NN0620                          STATION RECOVERY (1948)
 NN0620
 NN0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0620'THE STATION WAS RECOVERED AS DESCRIBED BY K.B.J. IN 1940 AND
 NN0620'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO THE
 NN0620'REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE
 NN0620'DIRECTION TO R.M. NO. 1 WAS NOT TAKEN BECAUSE A SMALL TREE
 NN0620'OBSTRUCTED THE LINE OF SIGHT FROM THE TOP OF THE TOWER.
 NN0620'
 NN0620'THE 1940 DESCRIPTION IS ADEQUATE.
 NN0620'
 NN0620'HEIGHT OF TOWER - 64 FEET.
 NN0620'
 NN0620'HEIGHT OF TOWER - 37 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0621 ***********************************************************************
 MN0621  DESIGNATION -  BUSHNELL
 MN0621  PID         -  MN0621
 MN0621  STATE/COUNTY-  NE/KIMBALL
 MN0621  USGS QUAD   -  BUSHNELL (1972)
 MN0621
 MN0621                         *CURRENT SURVEY CONTROL
 MN0621  ___________________________________________________________________
 MN0621* NAD 83(1995)-  41 09 57.23977(N)    103 54 27.44403(W)     ADJUSTED  
 MN0621* NAVD 88     -      1584.     (meters)    5197.     (feet)  SCALED    
 MN0621  ___________________________________________________________________
 MN0621  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 MN0621  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 MN0621
 MN0621  HORZ ORDER  -  SECOND
 MN0621
 MN0621.The horizontal coordinates were established by classical geodetic methods
 MN0621.and adjusted by the National Geodetic Survey in August 1997..
 MN0621
 MN0621.The orthometric height was scaled from a topographic map.
 MN0621
 MN0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0621
 MN0621.The geoid height was determined by GEOID03.
 MN0621
 MN0621;                    North         East     Units Scale Factor Converg.
 MN0621;SPC NE       -   155,356.510   172,274.947   MT  0.99967610   -2 35 22.5
 MN0621;UTM  13      - 4,557,748.865   591,640.560   MT  0.99970336   +0 43 08.8
 MN0621
 MN0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0621!SPC NE       -   0.99975452  x   0.99967610  =   0.99943070
 MN0621!UTM  13      -   0.99975452  x   0.99970336  =   0.99945795
 MN0621
 MN0621:                Primary Azimuth Mark                     Grid Az
 MN0621:SPC NE       -  UNION PAC MICROWAVE TOWER 3040           043 56 41.4
 MN0621:UTM  13      -  UNION PAC MICROWAVE TOWER 3040           040 38 10.1
 MN0621
 MN0621|---------------------------------------------------------------------|
 MN0621| PID    Reference Object                     Distance      Geod. Az  |
 MN0621|                                                           dddmmss.s |
 MN0621| MN0626 UNION PAC MICROWAVE TOWER 3040      APPROX.16.6 KM 0412118.9 |
 MN0621| CP6728 BUSHNELL RM 1                        16.297 METERS 09731     |
 MN0621| CP6727 BUSHNELL AZ MK                                     2822255.4 |
 MN0621| CP6729 BUSHNELL RM 2                        14.940 METERS 32450     |
 MN0621|---------------------------------------------------------------------|
 MN0621
 MN0621                          SUPERSEDED SURVEY CONTROL
 MN0621
 MN0621  NAD 83(1995)-  41 09 57.23948(N)    103 54 27.44387(W) AD(       ) 2
 MN0621  NAD 83(1986)-  41 09 57.23201(N)    103 54 27.44277(W) AD(       ) 2
 MN0621  NAD 27      -  41 09 57.29860(N)    103 54 25.63270(W) AD(       ) 2
 MN0621
 MN0621.Superseded values are not recommended for survey control.
 MN0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0621.See file dsdata.txt to determine how the superseded data were derived.
 MN0621
 MN0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9164157749(NAD 83)
 MN0621_MARKER: DS = TRIANGULATION STATION DISK
 MN0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0621
 MN0621  HISTORY     - Date     Condition        Report By
 MN0621  HISTORY     - 1960     MONUMENTED       CGS
 MN0621  HISTORY     - 1963     GOOD             CGS
 MN0621
 MN0621                          STATION DESCRIPTION
 MN0621
 MN0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0621'THE STATION IS LOCATED 9 MILES EAST-SOUTHEAST OF PINE BLUFFS
 MN0621'AND 4-1/2 MILES SOUTH-SOUTHEAST OF BUSHNELL.  IT IS NEAR THE
 MN0621'NORTHWEST END OF THE MOST SOUTHERLY OF TWO PROMINENT HILLS IN
 MN0621'AN OPEN PASTURE IN THE CENTER OF THE SW 1/4 OF SECTION 19,
 MN0621'T. 14 N., R. 57 W., ON LAND OWNED BY MRS. ELIZABETH GADEKEN.
 MN0621'
 MN0621'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BUSHNELL GO
 MN0621'WEST ON U.S. HIGHWAY 30 FOR 2.4 MILES TO A SIDE ROAD LEFT.  TURN
 MN0621'LEFT, SOUTH, AND GO 2.75 MILES TO THE AZIMUTH MARK ON THE
 MN0621'LEFT AS DESCRIBED, NEAR A SIDE ROAD LEFT.  TURN LEFT, EAST,
 MN0621'ALONG THE NORTH SIDE OF A FENCE AND GO 0.9 MILE TO A WIRE GATE.
 MN0621'PASS THROUGH THE WIRE GATE, THENCE TURN A SHARP RIGHT PASSING
 MN0621'THROUGH ANOTHER WIRE GATE AND GO SOUTHEAST ACROSS AN OPEN
 MN0621'PASTURE FOR 0.4 MILE TO THE SECOND HILL AND THE STATION AS
 MN0621'DESCRIBED.
 MN0621'
 MN0621'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MN0621'INCH SQUARE MONUMENT, SET FLUSH AND IS STAMPED BUSHNELL 1960.
 MN0621'
 MN0621'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0621'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT
 MN0621'IS SET NEAR THE NORTHEAST EDGE OF THE HILL AND IS STAMPED
 MN0621'BUSHNELL NO 1 1960.
 MN0621'
 MN0621'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0621'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 MN0621'IS SET ON THE NORTHWEST EDGE OF THE HILL AND IS STAMPED
 MN0621'BUSHNELL NO 2 1960.
 MN0621'
 MN0621'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 93.89 FEET.
 MN0621'
 MN0621'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MN0621'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS
 MN0621'STAMPED BUSHNELL 1960.  IT IS 36 FEET EAST OF THE CENTER OF
 MN0621'A GRAVEL ROAD, 24 FEET NORTH OF AN EAST-WEST FENCE LINE AND
 MN0621'1 FOOT EAST OF A METAL WITNESS POST.
 MN0621'
 MN0621'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 MN0621
 MN0621                          STATION RECOVERY (1963)
 MN0621
 MN0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0621'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH
 MN0621'MARK WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 MN0621'DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 MN0621'THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 MN0621'
 MN0621'THE TO REACH IS ENTIRELY ADEQUATE.
 MN0621'
 MN0621'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0622 ***********************************************************************
 MN0622  DESIGNATION -  BUSHNELL MUNICIPAL TANK
 MN0622  PID         -  MN0622
 MN0622  STATE/COUNTY-  NE/KIMBALL
 MN0622  USGS QUAD   -  BUSHNELL (1972)
 MN0622
 MN0622                         *CURRENT SURVEY CONTROL
 MN0622  ___________________________________________________________________
 MN0622* NAD 83(1995)-  41 13 58.54791(N)    103 53 33.57739(W)     ADJUSTED  
 MN0622* NAVD 88     -                                                        
 MN0622  ___________________________________________________________________
 MN0622  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 MN0622  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 MN0622
 MN0622  HORZ ORDER  -  THIRD
 MN0622
 MN0622.The horizontal coordinates were established by classical geodetic methods
 MN0622.and adjusted by the National Geodetic Survey in August 1997..
 MN0622
 MN0622
 MN0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0622
 MN0622.The geoid height was determined by GEOID03.
 MN0622
 MN0622;                    North         East     Units Scale Factor Converg.
 MN0622;SPC NE       -   162,734.131   173,863.953   MT  0.99966988   -2 34 46.8
 MN0622;UTM  13      - 4,565,206.144   592,801.096   MT  0.99970599   +0 43 47.7
 MN0622
 MN0622                          SUPERSEDED SURVEY CONTROL
 MN0622
 MN0622  NAD 83(1995)-  41 13 58.54760(N)    103 53 33.57704(W) AD(       ) 4
 MN0622  NAD 83(1986)-  41 13 58.53974(N)    103 53 33.57560(W) AD(       ) 4
 MN0622  NAD 27      -  41 13 58.60700(N)    103 53 31.76700(W) AD(       ) 3
 MN0622
 MN0622.Superseded values are not recommended for survey control.
 MN0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0622.See file dsdata.txt to determine how the superseded data were derived.
 MN0622
 MN0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9280165206(NAD 83)
 MN0622_MARKER: 53 = ELEVATED TANK
 MN0622
 MN0622  HISTORY     - Date     Condition        Report By
 MN0622  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0622
 MN0622                          STATION DESCRIPTION
 MN0622
 MN0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0622'THE STATION IS THE VENT OF A WATER TANK WHICH IS LOCATED AT
 MN0622'THE FIRE STATION IN THE NORTH PART OF BUSHNELL.
 MN0622'
 MN0622'THE TANK IS A SLENDER STRUCTURE, SUPPORTED BY FOUR LEGS,
 MN0622'PAINTED SILVER, HAS THE BLACK LETTERS BUSHNELL ON THE SOUTH
 MN0622'SIDE, A FIRE SIREN AND CAGE ON THE TOP AND 100 FEET IN HEIGHT.
 MN0622'
 MN0622'THE VENT DIRECTLY BENEATH THE CAGE WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0727 ***********************************************************************
 NN0727  DESIGNATION -  BUTLER
 NN0727  PID         -  NN0727
 NN0727  STATE/COUNTY-  NE/HOLT
 NN0727  USGS QUAD   -  STUART NW (1954)
 NN0727
 NN0727                         *CURRENT SURVEY CONTROL
 NN0727  ___________________________________________________________________
 NN0727* NAD 83(1995)-  42 41 13.39682(N)    099 12 14.92531(W)     ADJUSTED  
 NN0727* NAVD 88     -       673.     (meters)    2208.     (feet)  SCALED    
 NN0727  ___________________________________________________________________
 NN0727  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 NN0727  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 NN0727
 NN0727  HORZ ORDER  -  SECOND
 NN0727
 NN0727.The horizontal coordinates were established by classical geodetic methods
 NN0727.and adjusted by the National Geodetic Survey in August 1997..
 NN0727
 NN0727.The orthometric height was scaled from a topographic map.
 NN0727
 NN0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0727
 NN0727.The geoid height was determined by GEOID03.
 NN0727
 NN0727;                    North         East     Units Scale Factor Converg.
 NN0727;SPC NE       -   317,158.712   565,213.783   MT  0.99987158   +0 31 38.7
 NN0727;UTM  14      - 4,726,083.903   483,276.203   MT  0.99960344   -0 08 18.3
 NN0727
 NN0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0727!SPC NE       -   0.99989820  x   0.99987158  =   0.99976980
 NN0727!UTM  14      -   0.99989820  x   0.99960344  =   0.99950168
 NN0727
 NN0727|---------------------------------------------------------------------|
 NN0727| PID    Reference Object                     Distance      Geod. Az  |
 NN0727|                                                           dddmmss.s |
 NN0727| CO2377 BUTLER RM 2                          10.901 METERS 00103     |
 NN0727| NN0724 STUART MUNICIPAL TANK               APPROX.11.0 KM 1530037.3 |
 NN0727| CO2375 BUTLER AZ MK                                       1980230.9 |
 NN0727| CO2376 BUTLER RM 1                          16.752 METERS 26635     |
 NN0727|---------------------------------------------------------------------|
 NN0727
 NN0727                          SUPERSEDED SURVEY CONTROL
 NN0727
 NN0727  NAD 83(1986)-  42 41 13.40218(N)    099 12 14.93327(W) AD(       ) 2
 NN0727  NAD 27      -  42 41 13.40000(N)    099 12 13.56700(W) AD(       ) 2
 NN0727
 NN0727.Superseded values are not recommended for survey control.
 NN0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0727.See file dsdata.txt to determine how the superseded data were derived.
 NN0727
 NN0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8327626084(NAD 83)
 NN0727_MARKER: DS = TRIANGULATION STATION DISK
 NN0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0727
 NN0727  HISTORY     - Date     Condition        Report By
 NN0727  HISTORY     - 1949     MONUMENTED       CGS
 NN0727
 NN0727                          STATION DESCRIPTION
 NN0727
 NN0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0727'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH AND 3.0 MILES WEST
 NN0727'OF STUART AND ABOUT 6.0 MILES NORTH AND 6.5 MILES EAST OF NEWPORT
 NN0727'ON THE HIGHEST SAND HILL IN THE IMMEDIATE VICINITY.  IT IS 6.5
 NN0727'FEET NORTH-NORTHWEST OF A WITNESS POST.  IT PROJECTS 2 INCHES
 NN0727'AND IS STAMPED BUTLER 1949.
 NN0727'
 NN0727'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE HILL ABOUT
 NN0727'2.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NN0727'5 INCHES AND IS STAMPED BUTLER NO 1 1949.
 NN0727'
 NN0727'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.
 NN0727'IT PROJECTS 3 INCHES AND IS STAMPED BUTLER NO 2 1949.
 NN0727'
 NN0727'THE AZIMUTH MARK IS 77.8 FEET NORTH OF A T FENCE CORNER BETWEEN
 NN0727'TWO WIRE GATES, 13.0 FEET EAST OF THE CENTER OF A TRAIL ROAD,
 NN0727'2.6 FEET NORTH OF A WITNESS POST AND IS DIRECTLY UNDER A
 NN0727'NORTH-SOUTH FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED BUTLER
 NN0727'1949.
 NN0727'
 NN0727'TO REACH THE STATION FROM THE POST OFFICE IN STUART, GO NORTH
 NN0727'ON MAIN ROAD FOR 0.7 OF A MILE TO A T INTERSECTION, TURN LEFT
 NN0727'AND GO WEST FOR 3.35 MILES TO A CROSSROAD, TURN RIGHT AND GO
 NN0727'NORTH FOR 4.9 MILES TO A SMALL WHITE HOUSE ON THE LEFT, CONTINUE
 NN0727'NORTH ON A TRACK ROAD FOR 0.25 OF A MILE TO TWO WIRE GATES,
 NN0727'PASS THROUGH THE RIGHT HAND GATE TO THE AZIMUTH MARK ON THE LEFT
 NN0727'AS DESCRIBED, CONTINUE STRAIGHT AHEAD ALONG THE EAST SIDE OF
 NN0727'THE FENCE FOR 0.4 OF A MILE AND THEN BEAR RIGHT AND GO
 NN0727'NORTHEAST FOR 0.15 OF A MILE TO THE TOP OF A SAND HILL AND THE
 NN0727'STATION AS DESCRIBED.
 NN0727'
 NN0727'A 74 FOOT SIGNAL AT STATION STUART IS VISIBLE AT 4 FEET.
 NN0727'
 NN0727'AN 87 FOOT SIGNAL AT STATION BM W 219 IS VISIBLE AT 4 FEET.
 NN0727'
 NN0727'A 74 FOOT SIGNAL AT STATION NEWPORT 1934 IS VISIBLE AT 4 FEET.
 NN0727'
 NN0727'A 74 FOOT SIGNAL AT STATION KIRKWOOD 1934 IS VISIBLE AT 4 FEET.
 NN0727'
 NN0727'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0710 ***********************************************************************
 NN0710  DESIGNATION -  BUTTE
 NN0710  PID         -  NN0710
 NN0710  STATE/COUNTY-  NE/BOYD
 NN0710  USGS QUAD   -  BUTTE (1964)
 NN0710
 NN0710                         *CURRENT SURVEY CONTROL
 NN0710  ___________________________________________________________________
 NN0710* NAD 83(1995)-  42 54 07.46733(N)    098 51 01.75765(W)     ADJUSTED  
 NN0710* NAVD 88     -       580.     (meters)    1903.     (feet)  SCALED    
 NN0710  ___________________________________________________________________
 NN0710  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 NN0710  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 NN0710
 NN0710  HORZ ORDER  -  FIRST
 NN0710
 NN0710.The horizontal coordinates were established by classical geodetic methods
 NN0710.and adjusted by the National Geodetic Survey in August 1997..
 NN0710
 NN0710.The orthometric height was scaled from a topographic map.
 NN0710
 NN0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0710
 NN0710.The geoid height was determined by GEOID03.
 NN0710
 NN0710;                    North         East     Units Scale Factor Converg.
 NN0710;SPC NE       -   341,366.797   593,874.171   MT  0.99995655   +0 45 42.4
 NN0710;SPC SD S     -    64,263.710   721,096.144   MT  0.99998443   +1 01 22.6
 NN0710;SPC SD S     -   210,838.52  2,365,796.27   sFT  0.99998443   +1 01 22.6
 NN0710;UTM  14      - 4,749,951.243   512,205.793   MT  0.99960183   +0 06 06.4
 NN0710
 NN0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0710!SPC NE       -   0.99991301  x   0.99995655  =   0.99986956
 NN0710!SPC SD S     -   0.99991301  x   0.99998443  =   0.99989744
 NN0710!UTM  14      -   0.99991301  x   0.99960183  =   0.99951487
 NN0710
 NN0710:                Primary Azimuth Mark                     Grid Az
 NN0710:SPC NE       -  BUTTE MUNICIPAL TANK                     008 44 14.4
 NN0710:SPC SD S     -  BUTTE MUNICIPAL TANK                     008 28 34.2
 NN0710:UTM  14      -  BUTTE MUNICIPAL TANK                     009 23 50.4
 NN0710
 NN0710|---------------------------------------------------------------------|
 NN0710| PID    Reference Object                     Distance      Geod. Az  |
 NN0710|                                                           dddmmss.s |
 NN0710| NN0711 BUTTE MUNICIPAL TANK                APPROX. 1.2 KM 0092956.8 |
 NN0710| CO2379 BUTTE RM 1                            8.223 METERS 03610     |
 NN0710| CO2378 BUTTE AZ MK                                        1010944.3 |
 NN0710| NN0697 SPENCER MUNICIPAL TANK              APPROX.12.6 KM 1055806.7 |
 NN0710| CO2380 BUTTE RM 2                            6.471 METERS 19846     |
 NN0710| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.14.9 KM 3462333.3 |
 NN0710|---------------------------------------------------------------------|
 NN0710
 NN0710                          SUPERSEDED SURVEY CONTROL
 NN0710
 NN0710  NAD 83(1986)-  42 54 07.47492(N)    098 51 01.76489(W) AD(       ) 1
 NN0710  NAD 27      -  42 54 07.48100(N)    098 51 00.44300(W) AD(       ) 1
 NN0710
 NN0710.Superseded values are not recommended for survey control.
 NN0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0710.See file dsdata.txt to determine how the superseded data were derived.
 NN0710
 NN0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1220649951(NAD 83)
 NN0710_MARKER: DS = TRIANGULATION STATION DISK
 NN0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0710
 NN0710  HISTORY     - Date     Condition        Report By
 NN0710  HISTORY     - 1940     MONUMENTED       CGS
 NN0710
 NN0710                          STATION DESCRIPTION
 NN0710
 NN0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0710'STATION IS LOCATED ON THE HIGHEST AND MOST SOUTHERLY OF TWO
 NN0710'ROCKY BUTTES, 0.75 MILE SOUTH OF BUTTE, NEBR., AND ABOUT
 NN0710'100 YARDS NORTH OF THE CENTER OF SEC. 21, T. 34 N., R. 13 W.
 NN0710'
 NN0710'TO REACH THE STATION FROM BUTTE, GO SOUTH ON STATE HIGHWAY
 NN0710'12 FOR 0.75 MILE TO A SECTION-LINE ROAD TO THE RIGHT (WEST)
 NN0710'(THE AZIMUTH MARK IS JUST SOUTH OF THIS CORNER), TURN RIGHT
 NN0710'AND GO 0.4 MILE TO A GATE IN A FENCE ON THE RIGHT, TURN RIGHT
 NN0710'THROUGH FENCE AND GO 0.2 MILE NORTHWEST TO THE TOP OF THE BUTTE
 NN0710'AND STATION.
 NN0710'
 NN0710'THE STATION MARK IS STAMPED BUTTE 1940 AND PROJECTS 10 INCHES.
 NN0710'IT IS IN THE APPROXIMATE CENTER OF THE BUTTE.
 NN0710'
 NN0710'REFERENCE MARK NO. 1 IS STAMPED BUTTE NO. 1 1940 AND IS SET
 NN0710'FLUSH IN A LARGE BOULDER AT THE NORTHEAST EDGE OF THE BUTTE.
 NN0710'
 NN0710'REFERENCE MARK NO. 2 IS STAMPED BUTTE NO. 2 1940 AND IS SET
 NN0710'FLUSH IN BEDROCK AT THE SOUTH EDGE OF THE BUTTE.
 NN0710'
 NN0710'THE AZIMUTH MARK IS STAMPED BUTTE 1940 AND PROJECTS 6 INCHES.
 NN0710'IT IS 1 FOOT EAST OF A FENCE, 36 FEET WEST OF THE CENTER OF
 NN0710'STATE HIGHWAY 12, AND 22 FEET SOUTH OF A FENCE CORNER AT THE
 NN0710'SECTION-LINE ROAD.
 NN0710'
 NN0710'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0284 ***********************************************************************
 NN0284  DESIGNATION -  BUTTE MAG STA
 NN0284  PID         -  NN0284
 NN0284  STATE/COUNTY-  NE/BOYD
 NN0284  USGS QUAD   -  BUTTE (1964)
 NN0284
 NN0284                         *CURRENT SURVEY CONTROL
 NN0284  ___________________________________________________________________
 NN0284* NAD 83(1995)-  42 54 40.92706(N)    098 50 55.46158(W)     ADJUSTED  
 NN0284* NAVD 88     -       552.248  (meters)    1811.83   (feet)  ADJUSTED  
 NN0284  ___________________________________________________________________
 NN0284  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 NN0284  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 NN0284  DYNAMIC HT  -         552.046 (meters)    1811.17  (feet)  COMP
 NN0284  MODELED GRAV-     980,239.2   (mgal)                       NAVD 88
 NN0284
 NN0284  HORZ ORDER  -  FIRST
 NN0284  VERT ORDER  -  FIRST     CLASS II
 NN0284
 NN0284.The horizontal coordinates were established by classical geodetic methods
 NN0284.and adjusted by the National Geodetic Survey in August 1997..
 NN0284
 NN0284.The orthometric height was determined by differential leveling
 NN0284.and adjusted by the National Geodetic Survey in June 1991..
 NN0284
 NN0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0284
 NN0284.The geoid height was determined by GEOID03.
 NN0284
 NN0284.The dynamic height is computed by dividing the NAVD 88
 NN0284.geopotential number by the normal gravity value computed on the
 NN0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0284.degrees latitude (g = 980.6199 gals.).
 NN0284
 NN0284.The modeled gravity was interpolated from observed gravity values.
 NN0284
 NN0284;                    North         East     Units Scale Factor Converg.
 NN0284;SPC NE       -   342,401.083   594,003.239   MT  0.99996054   +0 45 46.6
 NN0284;SPC SD S     -    65,298.599   721,220.499   MT  0.99998244   +1 01 26.9
 NN0284;SPC SD S     -   214,233.82  2,366,204.25   sFT  0.99998244   +1 01 26.9
 NN0284;UTM  14      - 4,750,983.606   512,346.715   MT  0.99960188   +0 06 10.8
 NN0284
 NN0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0284!SPC NE       -   0.99991741  x   0.99996054  =   0.99987796
 NN0284!SPC SD S     -   0.99991741  x   0.99998244  =   0.99989986
 NN0284!UTM  14      -   0.99991741  x   0.99960188  =   0.99951933
 NN0284
 NN0284|---------------------------------------------------------------------|
 NN0284| PID    Reference Object                     Distance      Geod. Az  |
 NN0284|                                                           dddmmss.s |
 NN0284| NN0711 BUTTE MUNICIPAL TANK                190.160 METERS 01826     |
 NN0284| NN0697 SPENCER MUNICIPAL TANK              APPROX.12.8 KM 1103625.1 |
 NN0284| CO2793 BUTTE MAG STA RM 1                   18.668 METERS 13516     |
 NN0284| CO2794 BUTTE MAG STA RM 2                   17.304 METERS 22124     |
 NN0284| CO2792 BUTTE MAG STA AZ MK                                2543847.8 |
 NN0284| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.20.2 KM 3354750.2 |
 NN0284| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.13.9 KM 3444913.0 |
 NN0284|---------------------------------------------------------------------|
 NN0284
 NN0284                          SUPERSEDED SURVEY CONTROL
 NN0284
 NN0284  NAD 83(1986)-  42 54 40.93457(N)    098 50 55.46890(W) AD(       ) 1
 NN0284  NAD 27      -  42 54 40.94200(N)    098 50 54.14700(W) AD(       ) 1
 NN0284  NGVD 29 (??/??/92)  551.950  (m)         1810.86   (f) ADJ UNCH    1 2
 NN0284
 NN0284.Superseded values are not recommended for survey control.
 NN0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0284.See file dsdata.txt to determine how the superseded data were derived.
 NN0284
 NN0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1234750984(NAD 83)
 NN0284_MARKER: DM = MAGNETIC STATION DISK
 NN0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0284_STAMPING: BUTTE MAG STA 1940
 NN0284_MARK LOGO: CGS   
 NN0284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NN0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0284+STABILITY: SURFACE MOTION
 NN0284
 NN0284  HISTORY     - Date     Condition        Report By
 NN0284  HISTORY     - 1940     MONUMENTED       CGS
 NN0284  HISTORY     - 1933     GOOD             NGS
 NN0284  HISTORY     - 1936     GOOD             NGS
 NN0284  HISTORY     - 19971018 GOOD             LOCSUR
 NN0284
 NN0284                          STATION DESCRIPTION
 NN0284
 NN0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0284'STATION IS LOCATED IN BUTTE, IN THE SOUTHWEST CORNER OF THE
 NN0284'COURTHOUSE SQUARE, 111 FEET SOUTHWEST OF THE SOUTHWEST
 NN0284'CORNER OF THE COURTHOUSE BUILDING, 28.8 FEET NORTH OF THE
 NN0284'NORTH EDGE OF SIDEWALK ON SOUTH SIDE OF SQUARE, 43.4 FEET
 NN0284'NORTH OF FACE OF NORTH CURB, 53.5 FEET EAST OF EAST EDGE OF
 NN0284'WEST WALK, AND 66.8 FEET EAST OF FACE OF EAST CURB OF MAIN
 NN0284'STREET.  MARK IS A STANDARD MAGNETIC STATION DISK WHICH WAS
 NN0284'STAMPED BUTTE MAG. STA. 1940 BY THIS PARTY.  MARK IS 10- BY
 NN0284'10-INCHES SQUARE, FLUSH WITH THE GROUND.
 NN0284'
 NN0284'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION SET IN NORTH
 NN0284'CURB OF STREET ON SOUTH SIDE OF COURTHOUSE SQUARE, 110 FEET
 NN0284'EAST OF EAST CURB OF MAIN STREET.  DISK IS STAMPED BUTTE MAG.
 NN0284'STA. R.M. 1 1940.
 NN0284'
 NN0284'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION SET IN NORTH
 NN0284'CURB OF STREET ON SOUTH SIDE OF COURTHOUSE SQUARE, 30 FEET
 NN0284'EAST OF EAST CURB OF MAIN STREET.  DISK IS STAMPED BUTTE
 NN0284'MAG. STA. R.M. 2 1940.
 NN0284'
 NN0284'AZIMUTH MARK IS WEST BY SOUTH OF STATION, 44 FEET NORTH OF THE
 NN0284'NORTH FENCE OF THE BUTTE LIVESTOCK MARKET, IN THE EAST SIDE
 NN0284'OF A YARD, 78 FEET EAST BY SOUTH FROM THE SOUTHEAST CORNER
 NN0284'OF A SMALL WHITE HOUSE.  MARK IS 4-1/2 FEET WEST OF A NORTH-SOUTH
 NN0284'BARNYARD FENCE, 11-1/2 FEET NORTH-NORTHEAST OF BARNYARD FENCE
 NN0284'CORNER AND PROJECTS 7 INCHES.  DISK IS STAMPED BUTTE MAG.
 NN0284'STA. 1940.  TO REACH MARK FROM SOUTHWEST CORNER OF COURTHOUSE
 NN0284'SQUARE, GO SOUTH 1 BLOCK, TURN WEST AND GO 0.3 MILE TO MARK
 NN0284'ON RIGHT.
 NN0284'
 NN0284'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 NN0284
 NN0284                          STATION RECOVERY (1933)
 NN0284
 NN0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 NN0284'AT BUTTE.
 NN0284'AT BUTTE, BOYD COUNTY, AT THE COUNTY COURTHOUSE, IN THE SOUTHWEST
 NN0284'CORNER OF THE YARD, 16 YARDS EAST OF THE WEST WALK, AND 9 YARDS
 NN0284'NORTH OF THE SOUTH WALK.  A STANDARD MAGNETIC-STATION DISK,
 NN0284'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NN0284
 NN0284                          STATION RECOVERY (1936)
 NN0284
 NN0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 NN0284'RECOVERED IN GOOD CONDITION.
 NN0284
 NN0284                          STATION RECOVERY (1997)
 NN0284
 NN0284'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0284'STATION IS LOCATED IN THE SOUTHWESTERLY PART OF THE BOYD COUNTY
 NN0284'COURTHOUSE GROUNDS IN BUTTE.  67.5 FEET (20.6 M) SOUTHWEST OF THE
 NN0284'SOUTHWEST CORNER OF THE MAIN COURTHOUSE BUILDING, 5 FEET (1.5 M) EAST
 NN0284'FROM THE PROLONGATION OF THE WEST FACE OF THE MAIN COURTHOUSE
 NN0284'BUILDING, 28.7 FEET (8.7 M) NORTH OF THE NORTH EDGE OF A CONCRETE
 NN0284'SIDEWALK, 42.8 FEET (13.0 M) NORTH FROM THE NORTH CURB OF AN EAST-WEST
 NN0284'STREET ALONG THE SOUTH SIDE OF THE COURTHOUSE SQUARE, 52.7 FEET (16.1
 NN0284'M) EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, 66.7 FEET (20.3 M)
 NN0284'EAST OF THE EAST CURB OF A NORTH-SOUTH STREET ALONG THE WEST SIDE OF
 NN0284'THE COURTHOUSE SQUARE, 14.5 FEET (4.4 M) SOUTHWEST OF THE SOUTHWEST
 NN0284'FACE OF A 24 INCH DIAMETER ASH TREE, 27.2 FEET (8.3 M) NORTHWEST OF
 NN0284'THE NORTHWEST FACE OF A HACKBERRY TREE, 61.3 FEET (18.7 M) NORTHWEST
 NN0284'OF REFERENCE MARK NO 1 WHICH IS A STANDARD BRASS DISK SET IN THE NORTH
 NN0284'CURB OF AN EAST-WEST STREET, 56.8 FEET (17.3 M) NORTHEAST OF REFERENCE
 NN0284'MARK NO 2 WHICH IS A STANDARD BRASS DISK SET IN THE NORTH CURB OF AN
 NN0284'EAST-WEST STREET.  STATION IS A STANDARD USC AND GS MAGNETIC BRASS
 NN0284'DISK 1 FOOT (0.3 M) BELOW THE GRASS LAWN AND STAMPED BUTTE MAG STA
 NN0284'1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0711 ***********************************************************************
 NN0711  DESIGNATION -  BUTTE MUNICIPAL TANK
 NN0711  PID         -  NN0711
 NN0711  STATE/COUNTY-  NE/BOYD
 NN0711  USGS QUAD   -  BUTTE (1964)
 NN0711
 NN0711                         *CURRENT SURVEY CONTROL
 NN0711  ___________________________________________________________________
 NN0711* NAD 83(1995)-  42 54 46.77301(N)    098 50 52.80992(W)     ADJUSTED  
 NN0711* NAVD 88     -                                                        
 NN0711  ___________________________________________________________________
 NN0711  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 NN0711  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 NN0711
 NN0711  HORZ ORDER  -  THIRD
 NN0711
 NN0711.The horizontal coordinates were established by classical geodetic methods
 NN0711.and adjusted by the National Geodetic Survey in August 1997..
 NN0711
 NN0711
 NN0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0711
 NN0711.The geoid height was determined by GEOID03.
 NN0711
 NN0711;                    North         East     Units Scale Factor Converg.
 NN0711;SPC NE       -   342,582.259   594,060.975   MT  0.99996124   +0 45 48.3
 NN0711;SPC SD S     -    65,480.040   721,277.409   MT  0.99998209   +1 01 28.8
 NN0711;SPC SD S     -   214,829.10  2,366,390.97   sFT  0.99998209   +1 01 28.8
 NN0711;UTM  14      - 4,751,164.040   512,406.512   MT  0.99960189   +0 06 12.6
 NN0711
 NN0711                          SUPERSEDED SURVEY CONTROL
 NN0711
 NN0711  NAD 83(1986)-  42 54 46.78349(N)    098 50 52.81610(W) AD(       ) 4
 NN0711  NAD 27      -  42 54 46.79000(N)    098 50 51.49400(W) AD(       ) 3
 NN0711
 NN0711.Superseded values are not recommended for survey control.
 NN0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0711.See file dsdata.txt to determine how the superseded data were derived.
 NN0711
 NN0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1240751164(NAD 83)
 NN0711_MARKER: 53 = ELEVATED TANK
 NN0711
 NN0711  HISTORY     - Date     Condition        Report By
 NN0711  HISTORY     - 1940     FIRST OBSERVED   CGS
 NN0711  HISTORY     - 1948     GOOD             CGS
 NN0711
 NN0711                          STATION DESCRIPTION
 NN0711
 NN0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0711'BUTTE MUNICIPAL WATER TANK IS IN THE CITY OF BUTTE, ONE BLOCK
 NN0711'EAST OF MAIN STREET, ON THE SOUTHWEST CORNER OF WALNUT AND
 NN0711'WILSON STREETS.
 NN0711'
 NN0711'THE TANK AND SUPPORTING TOWER OF FOUR LEGS ARE BUILT OF
 NN0711'STRUCTURAL STEEL, THE TANK PAINTED ALUMINUM, THE SUPPORTING
 NN0711'TOWER PAINTED BLACK.  THE TANK HAS BUTTE PAINTED ON THE EAST
 NN0711'AND WEST SIDES.  THE ENTIRE STRUCTURE IS 110 FEET HIGH AND HAS
 NN0711'A LIGHT CENTERED AT THE TOP.
 NN0711
 NN0711                          STATION RECOVERY (1948)
 NN0711
 NN0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0711'THE STATION IS LOCATED IN THE TOWN OF BUTTE, 1/2 BLOCK NORTH
 NN0711'AND 1 BLOCK EAST OF THE POST OFFICE, AND 40 FEET SOUTH OF AN
 NN0711'EAST-WEST STREET.  IT IS A 4-LEGGED STEEL STRUCTURE ABOUT 100
 NN0711'FEET HIGH, AND ABOUT 35 FEET SQUARE AT THE BASE.  THE LEGS OF
 NN0711'THE TANK ARE PAINTED BLACK, AND THE TANK IS PAINTED SILVER.
 NN0711'THE NAME BUTTE IS PAINTED ON THE TANK, AND THERE IS A LIGHT
 NN0711'ON THE TOP.
 NN0711'
 NN0711'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4149 ***********************************************************************
 AB4149  SACS        -  This is a Secondary Airport Control Station.
 AB4149  DESIGNATION -  BVN A
 AB4149  PID         -  AB4149
 AB4149  STATE/COUNTY-  NE/BOONE
 AB4149  USGS QUAD   -  ALBION WEST (1985)
 AB4149
 AB4149                         *CURRENT SURVEY CONTROL
 AB4149  ___________________________________________________________________
 AB4149* NAD 83(1995)-  41 43 32.48358(N)    098 03 11.37553(W)     ADJUSTED  
 AB4149* NAVD 88     -       542.83   (meters)    1780.9    (feet)  GPS OBS   
 AB4149  ___________________________________________________________________
 AB4149  X           -    -667,918.384 (meters)                     COMP
 AB4149  Y           -  -4,720,701.664 (meters)                     COMP
 AB4149  Z           -   4,223,258.092 (meters)                     COMP
 AB4149  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AB4149  ELLIP HEIGHT-         518.29  (meters)          (01/02/02) GPS OBS
 AB4149  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AB4149
 AB4149  HORZ ORDER  -  FIRST
 AB4149  ELLP ORDER  -  FOURTH    CLASS II
 AB4149
 AB4149.This mark is at Albion Municipal Airport (BVN)
 AB4149
 AB4149.The horizontal coordinates were established by GPS observations
 AB4149.and adjusted by the National Geodetic Survey in September 1998..
 AB4149
 AB4149.The orthometric height was determined by GPS observations and a
 AB4149.high-resolution geoid model.
 AB4149
 AB4149.GPS derived orthometric heights for airport stations designated as
 AB4149.PACS or SACS are published to 2 decimal places.  This maintains
 AB4149.centimeter relative accuracy between the PACS and SACS.  It does
 AB4149.not indicate centimeter accuracy relative to other marks which are
 AB4149.part of the NAVD 88 network.
 AB4149
 AB4149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4149
 AB4149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4149
 AB4149.The ellipsoidal height was determined by GPS observations
 AB4149.and is referenced to NAD 83.
 AB4149
 AB4149.The geoid height was determined by GEOID03.
 AB4149
 AB4149;                    North         East     Units Scale Factor Converg.
 AB4149;SPC NE       -   211,923.085   661,920.267   MT  0.99966593   +1 17 24.6
 AB4149;UTM  14      - 4,619,753.722   578,751.336   MT  0.99967632   +0 37 48.8
 AB4149
 AB4149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4149!SPC NE       -   0.99991871  x   0.99966593  =   0.99958467
 AB4149!UTM  14      -   0.99991871  x   0.99967632  =   0.99959506
 AB4149
 AB4149|---------------------------------------------------------------------|
 AB4149| PID    Reference Object                     Distance      Geod. Az  |
 AB4149|                                                           dddmmss.s |
 AB4149| AB4103 BVN B                               370.667 METERS 33908     |
 AB4149|---------------------------------------------------------------------|
 AB4149
 AB4149                          SUPERSEDED SURVEY CONTROL
 AB4149
 AB4149  ELLIP H (09/17/98)  518.35   (m)                       GP(       ) 4 2
 AB4149
 AB4149.Superseded values are not recommended for survey control.
 AB4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4149.See file dsdata.txt to determine how the superseded data were derived.
 AB4149
 AB4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM7875119754(NAD 83)
 AB4149_MARKER: I = METAL ROD
 AB4149_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4149_STAMPING: BVN A 1995
 AB4149_MARK LOGO: NGS   
 AB4149_PROJECTION: FLUSH
 AB4149_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4149+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1997
 AB4149_ROD/PIPE-DEPTH: 12.3 meters
 AB4149_SLEEVE-DEPTH  : 1 meters
 AB4149
 AB4149  HISTORY     - Date     Condition        Report By
 AB4149  HISTORY     - 1995     MONUMENTED       NGS
 AB4149  HISTORY     - 19970609 GOOD             NGS
 AB4149
 AB4149                          STATION DESCRIPTION
 AB4149
 AB4149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4149'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTHEAST OF LORETTO, 3.6
 AB4149'MI (5.8 KM) NORTHWEST OF ALBION, AT THE ALBION MUNICIPAL AIRPORT, NEAR
 AB4149'THE APPROACH END OF RUNWAY 32 AND IN LINE WITH THE THRESHOLD LIGHTS.
 AB4149'OWNERSHIP--ALBION AIRPORT AUTHORITY, BOX 3, ALBION NE 68620.  AIRPORT
 AB4149'MANAGER IS RON LEVANDER, PHONE (402) 395-2001.  TO REACH THE STATION
 AB4149'FROM THE JUNCTION OF STATE HIGHWAYS 91 AND 14 NORTH (6TH STREET) ON
 AB4149'THE WEST SIDE OF ALBION, GO NORTHERLY ON STATE HIGHWAY 14 FOR 3.8 MI
 AB4149'(6.1 KM) TO A ROAD LEFT, TURN LEFT AND GO SOUTHWEST THEN SOUTHEAST
 AB4149'FOLLOWING THE GRAVEL AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A
 AB4149'GATE AHEAD, PASS THROUGH GATE, CONTINUE AHEAD AND GO SOUTHEAST ON A
 AB4149'PAVED TAXIWAY FOR 0.05 MI (0.08 KM) TO A TURN RIGHT, TURN RIGHT AND GO
 AB4149'SOUTHWEST ON TAXIWAY FOR 0.05 MI (0.08 KM) TO A T-JUNCTION, TURN LEFT
 AB4149'AND GO SOUTHEAST ON A PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO THE
 AB4149'PAVEMENT END AND THE STATION ON THE LEFT.  THE STATION IS 170.7 FT
 AB4149'(52.0 M) EAST-NORTHEAST OF THE RUNWAY CENTER AT THE SOUTHEAST END OF
 AB4149'PAVEMENT, 131.5 FT (40.1 M) EAST-NORTHEAST OF A TAXIWAY LIGHT NEXT TO
 AB4149'THE THRESHOLD LIGHTS AND 8.0 FT (2.4 M) SOUTHEAST OF THE SOUTHEAST
 AB4149'CORNER OF THE TAXIWAY PAVEMENT.  THIS STATION TO BE USED AS SACS.
 AB4149
 AB4149                          STATION RECOVERY (1997)
 AB4149
 AB4149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4149'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4103 ***********************************************************************
 AB4103  CBN         -  This is a Cooperative Base Network Control Station.
 AB4103  PACS        -  This is a Primary Airport Control Station.
 AB4103  DESIGNATION -  BVN B
 AB4103  PID         -  AB4103
 AB4103  STATE/COUNTY-  NE/BOONE
 AB4103  USGS QUAD   -  ALBION WEST (1985)
 AB4103
 AB4103                         *CURRENT SURVEY CONTROL
 AB4103  ___________________________________________________________________
 AB4103* NAD 83(1995)-  41 43 43.70987(N)    098 03 17.08808(W)     ADJUSTED  
 AB4103* NAVD 88     -       545.56   (meters)    1789.9    (feet)  GPS OBS   
 AB4103  ___________________________________________________________________
 AB4103  X           -    -668,017.116 (meters)                     COMP
 AB4103  Y           -  -4,720,456.982 (meters)                     COMP
 AB4103  Z           -   4,223,518.490 (meters)                     COMP
 AB4103  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AB4103  ELLIP HEIGHT-         521.12  (meters)          (07/10/01) GPS OBS
 AB4103  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AB4103
 AB4103  HORZ ORDER  -  B
 AB4103  ELLP ORDER  -  FOURTH    CLASS I
 AB4103
 AB4103.This mark is at Albion Municipal Airport (BVN)
 AB4103
 AB4103.The horizontal coordinates were established by GPS observations
 AB4103.and adjusted by the National Geodetic Survey in June 1996..
 AB4103
 AB4103.The orthometric height was determined by GPS observations and a
 AB4103.high-resolution geoid model.
 AB4103
 AB4103.GPS derived orthometric heights for airport stations designated as
 AB4103.PACS or SACS are published to 2 decimal places.  This maintains
 AB4103.centimeter relative accuracy between the PACS and SACS.  It does
 AB4103.not indicate centimeter accuracy relative to other marks which are
 AB4103.part of the NAVD 88 network.
 AB4103
 AB4103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4103
 AB4103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4103
 AB4103.The ellipsoidal height was determined by GPS observations
 AB4103.and is referenced to NAD 83.
 AB4103
 AB4103.The geoid height was determined by GEOID03.
 AB4103
 AB4103;                    North         East     Units Scale Factor Converg.
 AB4103;SPC NE       -   212,266.268   661,780.523   MT  0.99966614   +1 17 20.8
 AB4103;UTM  14      - 4,620,098.494   578,615.552   MT  0.99967605   +0 37 45.1
 AB4103
 AB4103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4103!SPC NE       -   0.99991827  x   0.99966614  =   0.99958444
 AB4103!UTM  14      -   0.99991827  x   0.99967605  =   0.99959435
 AB4103
 AB4103|---------------------------------------------------------------------|
 AB4103| PID    Reference Object                     Distance      Geod. Az  |
 AB4103|                                                           dddmmss.s |
 AB4103| AB4149 BVN A                               370.667 METERS 15908     |
 AB4103|---------------------------------------------------------------------|
 AB4103
 AB4103                          SUPERSEDED SURVEY CONTROL
 AB4103
 AB4103  ELLIP H (06/25/96)  521.18   (m)                       GP(       ) 1 1
 AB4103
 AB4103.Superseded values are not recommended for survey control.
 AB4103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4103.See file dsdata.txt to determine how the superseded data were derived.
 AB4103
 AB4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM7861620098(NAD 83)
 AB4103_MARKER: I = METAL ROD
 AB4103_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4103_STAMPING: BVN B 1995
 AB4103_MARK LOGO: NGS   
 AB4103_PROJECTION: FLUSH
 AB4103_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4103+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 AB4103_ROD/PIPE-DEPTH: 12.2 meters
 AB4103_SLEEVE-DEPTH  : 1 meters
 AB4103
 AB4103  HISTORY     - Date     Condition        Report By
 AB4103  HISTORY     - 1995     MONUMENTED       NGS
 AB4103  HISTORY     - 19970609 GOOD             NGS
 AB4103  HISTORY     - 20000605 GOOD             NEDR
 AB4103
 AB4103                          STATION DESCRIPTION
 AB4103
 AB4103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4103'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTHEAST OF LORETTO, 3.6
 AB4103'MI (5.8 KM) NORTHWEST OF ALBION, AT THE ALBION MUNICIPAL AIRPORT IN A
 AB4103'GRASS AREA NORTHWEST OF THE OLD AIRPORT OFFICE.  OWNERSHIP--ALBION
 AB4103'AIRPORT AUTHORITY, BOX 3, ALBION NE 68620.  AIRPORT MANAGER IS RON
 AB4103'LEVANDER, PHONE (402) 395-2001.  TO REACH THE STATION FROM THE
 AB4103'JUNCTION OF STATE HIGHWAYS 91 AND 14 NORTH (6TH STREET) ON THE WEST
 AB4103'SIDE OF ALBION, GO NORTHERLY ON STATE HIGHWAY 14 FOR 3.8 MI (6.1 KM)
 AB4103'TO A ROAD LEFT, TURN LEFT AND GO SOUTHWEST THEN SOUTHEAST FOR 0.15 MI
 AB4103'(0.24 KM) ON THE GRAVEL AIRPORT ENTRANCE ROAD TO A GATE, PASS THROUGH
 AB4103'GATE AND CONTINUE SOUTHEAST THEN SOUTHWEST ON PAVED ROAD (TAXIWAY) FOR
 AB4103'0.1 MI (0.2 KM) TO JUNCTION WITH THE PARALLEL TAXIWAY.  TURN RIGHT AND
 AB4103'GO NORTHWEST ON THE PARALLEL TAXIWAY FOR 0.05 MI (0.08 KM) TO JUNCTION
 AB4103'WITH RAMP LEADING FROM APRON TO THE RUNWAY, TURN RIGHT ONTO APRON THEN
 AB4103'LEFT AND GO 0.05 MI (0.08 KM) TO THE NORTH-NORTHWEST EDGE OF THE
 AB4103'APRON, CONTINUE NORTH-NORTHWEST ACROSS GRASS FOR 268 FT (81.7 M) TO A
 AB4103'FENCE CORNER POST WITH A WITNESS POST ON THE RIGHT AND THE STATION ON
 AB4103'THE LEFT.  THE STATION IS 284.5 EAST-NORTHEAST OF THE RUNWAY CENTER,
 AB4103'268.0 FT (81.7 M) NORTH-NORTHWEST OF THE NORTH-NORTHWEST EDGE OF THE
 AB4103'APRON, 171.3 FT (52.2 M) NORTHWEST OF A WINDSOCK POLE, 95.3 FT (29.0
 AB4103'M) WEST-SOUTHWEST OF A CORNER POST AND WITNESS POST.  NOTE--THIS
 AB4103'STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT
 AB4103'CONTROL STATION.
 AB4103
 AB4103                          STATION RECOVERY (1997)
 AB4103
 AB4103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4103'THE STATION WAS RECOVERED AS DESCRIBED.
 AB4103
 AB4103                          STATION RECOVERY (2000)
 AB4103
 AB4103'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4103'RECOVERED AS DESCRIBED.  NEW TO REACH AS FOLLOWS--TO REACH THE STATION
 AB4103'FROM THE JUNCTION OF STATE HIGHWAYS 91 AND 14 NORTH (6TH STREET) ON
 AB4103'THE WEST SIDE SIDE OF ALBION, GO NORTHERLY ON STATE HIGHWAY 14 FOR
 AB4103'3.80 MI (6.12 KM) TO A ROAD ON THE LEFT WHICH IS THE AIRPORT ENTRANCE
 AB4103'ROAD.  THE STATION IS LOCATED 600 FT (182.9 M) WEST NORTHWEST OF THE
 AB4103'MAIN ENTRANCE OF THE AIRPORT AT HIGHWAY 14, 520 FT (158.5 M) NORTHWEST
 AB4103'OF THE NORTHWEST CORNER OF THE ORIGINAL HANGER AND OFFICE BUILDING,
 AB4103'272 FT (82.9 M) NORTHWEST OF THE GAS PUMP, 256 FT (78.0 M) EAST OF THE
 AB4103'EAST EDGE OF THE NEW CONCRETE RUNWAY, 152.5 FT (46.5 M) NORTHWEST OF
 AB4103'THE NORTHWEST CORNER OF A NEW HANGER, AND 95.3 FT (29.0 M) WEST OF A
 AB4103'WITNESS POST WHICH IS BY A LARGE WOODEN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4150 ***********************************************************************
 AB4150  SACS        -  This is a Secondary Airport Control Station.
 AB4150  DESIGNATION -  BVN C
 AB4150  PID         -  AB4150
 AB4150  STATE/COUNTY-  NE/BOONE
 AB4150  USGS QUAD   -  ALBION WEST (1985)
 AB4150
 AB4150                         *CURRENT SURVEY CONTROL
 AB4150  ___________________________________________________________________
 AB4150* NAD 83(1995)-  41 43 59.85842(N)    098 03 30.21581(W)     ADJUSTED  
 AB4150* NAVD 88     -       550.00   (meters)    1804.5    (feet)  GPS OBS   
 AB4150  ___________________________________________________________________
 AB4150  X           -    -668,271.510 (meters)                     COMP
 AB4150  Y           -  -4,720,089.279 (meters)                     COMP
 AB4150  Z           -   4,223,893.219 (meters)                     COMP
 AB4150  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AB4150  ELLIP HEIGHT-         525.46  (meters)          (01/02/02) GPS OBS
 AB4150  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AB4150
 AB4150  HORZ ORDER  -  FIRST
 AB4150  ELLP ORDER  -  FOURTH    CLASS II
 AB4150
 AB4150.This mark is at Albion Municipal Airport (BVN)
 AB4150
 AB4150.The horizontal coordinates were established by GPS observations
 AB4150.and adjusted by the National Geodetic Survey in September 1998..
 AB4150
 AB4150.The orthometric height was determined by GPS observations and a
 AB4150.high-resolution geoid model.
 AB4150
 AB4150.GPS derived orthometric heights for airport stations designated as
 AB4150.PACS or SACS are published to 2 decimal places.  This maintains
 AB4150.centimeter relative accuracy between the PACS and SACS.  It does
 AB4150.not indicate centimeter accuracy relative to other marks which are
 AB4150.part of the NAVD 88 network.
 AB4150
 AB4150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4150
 AB4150.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4150
 AB4150.The ellipsoidal height was determined by GPS observations
 AB4150.and is referenced to NAD 83.
 AB4150
 AB4150.The geoid height was determined by GEOID03.
 AB4150
 AB4150;                    North         East     Units Scale Factor Converg.
 AB4150;SPC NE       -   212,757.378   661,466.114   MT  0.99966645   +1 17 12.1
 AB4150;UTM  14      - 4,620,593.198   578,306.818   MT  0.99967546   +0 37 36.6
 AB4150
 AB4150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4150!SPC NE       -   0.99991759  x   0.99966645  =   0.99958407
 AB4150!UTM  14      -   0.99991759  x   0.99967546  =   0.99959308
 AB4150
 AB4150                          SUPERSEDED SURVEY CONTROL
 AB4150
 AB4150  ELLIP H (09/17/98)  525.51   (m)                       GP(       ) 4 2
 AB4150
 AB4150.Superseded values are not recommended for survey control.
 AB4150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4150.See file dsdata.txt to determine how the superseded data were derived.
 AB4150
 AB4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM7830720593(NAD 83)
 AB4150_MARKER: I = METAL ROD
 AB4150_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4150_STAMPING: BVN C 1995
 AB4150_MARK LOGO: NGS   
 AB4150_PROJECTION: FLUSH
 AB4150_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4150+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1997
 AB4150_ROD/PIPE-DEPTH: 12.1 meters
 AB4150_SLEEVE-DEPTH  : 1 meters
 AB4150
 AB4150  HISTORY     - Date     Condition        Report By
 AB4150  HISTORY     - 1995     MONUMENTED       NGS
 AB4150  HISTORY     - 19970609 GOOD             NGS
 AB4150
 AB4150                          STATION DESCRIPTION
 AB4150
 AB4150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4150'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTHEAST OF LORETTO, 3.6
 AB4150'MI (5.8 KM) NORTHWEST OF ALBION, AT THE ALBION MUNICIPAL AIRPORT, NEAR
 AB4150'THE APPROACH END OF RUNWAY 14 AND IN LINE WITH THE THRESHOLD LIGHTS.
 AB4150'OWNERSHIP--ALBION AIRPORT AUTHORITY, BOX 3, ALBION NE 68620.  AIRPORT
 AB4150'MANAGER IS RON LEVANDER, PHONE (402) 395-2001.  TO REACH THE STATION
 AB4150'FROM THE JUNCTION OF STATE HIGHWAYS 91 AND 14 NORTH (6TH STREET) ON
 AB4150'THE WEST SIDE OF ALBION, GO NORTHERLY ON STATE HIGHWAY 14 FOR 3.8 MI
 AB4150'(6.1 KM) TO A ROAD LEFT, TURN LEFT AND GO SOUTHWEST THEN SOUTHEAST
 AB4150'FOLLOWING THE GRAVEL AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A
 AB4150'GATE AHEAD, PASS THROUGH GATE, CONTINUE AHEAD AND GO SOUTHEAST ON A
 AB4150'PAVED TAXIWAY FOR 0.05 MI (0.08 KM) TO A TURN RIGHT, TURN RIGHT AND GO
 AB4150'SOUTHWEST ON TAXIWAY FOR 0.05 MI (0.08 KM) TO A T-JUNCTION, TURN RIGHT
 AB4150'AND GO NORTHWEST, THEN LEFT SOUTHWEST ON THE TAXIWAYS FOR 0.1 MI (0.2
 AB4150'KM) TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE RUNWAY FOR 0.4
 AB4150'MI (0.6 KM) TO THE PAVEMENT END AND THE STATION ON THE RIGHT.  THE
 AB4150'STATION IS 117.0 FT (35.7 M) NORTHEAST OF THE RUNWAY CENTER AT THE
 AB4150'PAVEMENT END, 78.5 FT (23.9 M) EAST-NORTHEAST OF A TAXIWAY LIGHT NEXT
 AB4150'TO THE THRESHOLD LIGHTS, 13.6 FT (4.1 M) NORTH OF THE NORTHEAST CORNER
 AB4150'OF THE TURNAROUND PAVEMENT AND 7.2 FT (2.2 M) NORTHEAST OF THE
 AB4150'NORTHEAST CORNER OF A CONCRETE DUCT.  THIS STATION TO BE USED AS SACS.
 AB4150
 AB4150                          STATION RECOVERY (1997)
 AB4150
 AB4150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4150'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0881 ***********************************************************************
 LG0881  DESIGNATION -  BYRON MUNICIPAL TANK
 LG0881  PID         -  LG0881
 LG0881  STATE/COUNTY-  NE/THAYER
 LG0881  USGS QUAD   -  BYRON (1960)
 LG0881
 LG0881                         *CURRENT SURVEY CONTROL
 LG0881  ___________________________________________________________________
 LG0881* NAD 83(1995)-  40 00 14.15881(N)    097 46 06.96080(W)     ADJUSTED  
 LG0881* NAVD 88     -                                                        
 LG0881  ___________________________________________________________________
 LG0881  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 LG0881  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 LG0881
 LG0881  HORZ ORDER  -  THIRD
 LG0881
 LG0881.The horizontal coordinates were established by classical geodetic methods
 LG0881.and adjusted by the National Geodetic Survey in August 1997..
 LG0881
 LG0881
 LG0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0881
 LG0881.The geoid height was determined by GEOID03.
 LG0881
 LG0881;                    North         East     Units Scale Factor Converg.
 LG0881;SPC NE       -    21,401.561   690,515.411   MT  0.99999823   +1 28 43.5
 LG0881;SPC KS N     -   185,491.802   419,759.819   MT  1.00004324   +0 08 47.1
 LG0881;UTM  14      - 4,428,919.881   605,107.306   MT  0.99973600   +0 47 30.0
 LG0881
 LG0881                          SUPERSEDED SURVEY CONTROL
 LG0881
 LG0881  NAD 83(1986)-  40 00 14.16380(N)    097 46 06.96063(W) AD(       ) 4
 LG0881  NAD 27      -  40 00 14.12500(N)    097 46 05.79500(W) AD(       ) 3
 LG0881
 LG0881.Superseded values are not recommended for survey control.
 LG0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0881.See file dsdata.txt to determine how the superseded data were derived.
 LG0881
 LG0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0510728920(NAD 83)
 LG0881_MARKER: 53 = ELEVATED TANK
 LG0881
 LG0881  HISTORY     - Date     Condition        Report By
 LG0881  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0881  HISTORY     - 1950     GOOD             CGS
 LG0881  HISTORY     - 20050713 GOOD             USPSQD
 LG0881
 LG0881                          STATION DESCRIPTION
 LG0881
 LG0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0881'IT IS LOCATED NEAR THE CENTER OF THE TOWN OF BYRON, 150 FEET EAST
 LG0881'OF THE CENTER OF THE MAIN STREET.  THE TANK PROPER IS SUPPORTED ATOP
 LG0881'A FOUR LEGGED STEEL TRUSWORK STRUCTURE.  ITS OVERALL HEIGHT IS
 LG0881'ABOUT 90 FEET.  THE BALL AT THE APEX OF THE ROOF OF THE TANK WAS
 LG0881'THE POINT OBSERVED UPON.
 LG0881
 LG0881                          STATION RECOVERY (1950)
 LG0881
 LG0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LG0881'THE STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF BYRON, 100
 LG0881'FEET EAST OF MAIN STREET AND 50 FEET NORTH OF AN EAST-WEST
 LG0881'STREET.
 LG0881'
 LG0881'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 LG0881'AND HAS AN OVER ALL HEIGHT OF 100 FEET.  THE LETTERS BYRON ARE
 LG0881'PAINTED ON ITS NORTH AND SOUTH SIDES.
 LG0881'
 LG0881'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
 LG0881'
 LG0881'PROBABLY SAME AS STATION LOCATED IN 1947.
 LG0881
 LG0881                          STATION RECOVERY (2005)
 LG0881
 LG0881'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0881'STATION FOUND GOOD. THE MAIN STREET OF THE TOWN OF BYRON IS KANSAS
 LG0881'AVENUE NOT MAIN STREET AS REFERENCED IN THE 1950 DESCRIPTION. THE
 LG0881'EAST-WEST STREET REFERENCED IS WASHINGTON STREET. TANK IS IN THE
 LG0881'NORTHEAST CORNER OF THE INTERSECTION, NORTH OF WASHINGTON STREET AND
 LG0881'EAST OF KANSAS STREET. TANK HAS A RED ROOF, THE LEGS AND BOWL ARE
 LG0881'SILVER. LETTERS BYRON ARE BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0213 ***********************************************************************
 LH0213  DESIGNATION -  C
 LH0213  PID         -  LH0213
 LH0213  STATE/COUNTY-  NE/NUCKOLLS
 LH0213  USGS QUAD   -  BOSTWICK (1974)
 LH0213
 LH0213                         *CURRENT SURVEY CONTROL
 LH0213  ___________________________________________________________________
 LH0213* NAD 83(1986)-  40 02 47.     (N)    098 11 06.     (W)     SCALED    
 LH0213* NAVD 88     -       488.911  (meters)    1604.04   (feet)  ADJUSTED  
 LH0213  ___________________________________________________________________
 LH0213  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 LH0213  DYNAMIC HT  -         488.624 (meters)    1603.09  (feet)  COMP
 LH0213  MODELED GRAV-     980,023.8   (mgal)                       NAVD 88
 LH0213
 LH0213  VERT ORDER  -  FIRST     CLASS II
 LH0213
 LH0213.The horizontal coordinates were scaled from a topographic map and have
 LH0213.an estimated accuracy of +/- 6 seconds.
 LH0213
 LH0213.The orthometric height was determined by differential leveling
 LH0213.and adjusted by the National Geodetic Survey in June 1991..
 LH0213
 LH0213.The geoid height was determined by GEOID03.
 LH0213
 LH0213.The dynamic height is computed by dividing the NAVD 88
 LH0213.geopotential number by the normal gravity value computed on the
 LH0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0213.degrees latitude (g = 980.6199 gals.).
 LH0213
 LH0213.The modeled gravity was interpolated from observed gravity values.
 LH0213
 LH0213;                    North         East    Units  Estimated Accuracy
 LH0213;SPC NE       -    25,280.      654,870.      MT  (+/- 180 meters Scaled)
 LH0213
 LH0213                          SUPERSEDED SURVEY CONTROL
 LH0213
 LH0213  NGVD 29 (??/??/92)  488.726  (m)         1603.43   (f) ADJ UNCH    1 2
 LH0213
 LH0213.Superseded values are not recommended for survey control.
 LH0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0213.See file dsdata.txt to determine how the superseded data were derived.
 LH0213
 LH0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK695332(NAD 83)
 LH0213_MARKER: Z = SEE DESCRIPTION
 LH0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0213_SP_SET: STONE POST
 LH0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0213+STABILITY: SURFACE MOTION
 LH0213
 LH0213  HISTORY     - Date     Condition        Report By
 LH0213  HISTORY     - UNK      MONUMENTED       CGS
 LH0213  HISTORY     - 1947     GOOD             NGS
 LH0213  HISTORY     - 1974     MARK NOT FOUND   USGS
 LH0213
 LH0213                          STATION DESCRIPTION
 LH0213
 LH0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0213'AT BOSTWICK.
 LH0213'AT BOSTWICK, AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0213'STATION, 156.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVEL
 LH0213'ROAD WHICH CROSSES THE TRACK, 142.8 FEET EAST NORTHEAST OF AND
 LH0213'ACROSS THE TRACKS FROM THE EXTREME NORTHEAST CORNER OF THE
 LH0213'CONCRETE FOUNDATION OF THE ENGINE ROOM OF A GRAIN ELEVATOR,
 LH0213'127.3 FEET EAST OF MILEPOST NO. 177, 25.8 FEET WEST OF THE
 LH0213'SOUTHWEST CORNER OF THE RAILROAD STATION, 21.1 FEET SOUTH OF
 LH0213'A RAILROAD SPIKE DRIVEN IN THE SOUTH SIDE OF A 2 1/2-FOOT
 LH0213'HACKBERRY TREE (THE SECOND TREE FROM THE WEST END OF A ROW OF
 LH0213'LARGE TREES), 15.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 LH0213'TRACK, 0.4 FOOT SOUTH OF THE SOUTH SIDE OF A 3 X 12-INCH WOODEN
 LH0213'REFERENCE BOARD WHICH IS 15 INCHES HIGH, THE BOTTOM OF A 1-INCH
 LH0213'SQUARE HOLE CUT IN THE TOP OF A LIMESTONE POST AND SURROUNDED
 LH0213'BY THE LETTERS USBM, ABOUT 1 FOOT BELOW THE TRACK, 0.5 FOOT
 LH0213'UNDERGROUND AND SURMOUNTED BY AN 8-INCH IRON PIPE 15 INCHES LONG.
 LH0213
 LH0213                          STATION RECOVERY (1974)
 LH0213
 LH0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1219 ***********************************************************************
 MK1219  DESIGNATION -  C 1
 MK1219  PID         -  MK1219
 MK1219  STATE/COUNTY-  NE/PLATTE
 MK1219  USGS QUAD   -  DUNCAN (1976)
 MK1219
 MK1219                         *CURRENT SURVEY CONTROL
 MK1219  ___________________________________________________________________
 MK1219* NAD 83(1986)-  41 23 18.     (N)    097 29 36.     (W)     SCALED    
 MK1219* NAVD 88     -       454.935  (meters)    1492.57   (feet)  ADJUSTED  
 MK1219  ___________________________________________________________________
 MK1219  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 MK1219  DYNAMIC HT  -         454.734 (meters)    1491.91  (feet)  COMP
 MK1219  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 MK1219
 MK1219  VERT ORDER  -  FIRST     CLASS II
 MK1219
 MK1219.The horizontal coordinates were scaled from a topographic map and have
 MK1219.an estimated accuracy of +/- 6 seconds.
 MK1219
 MK1219.The orthometric height was determined by differential leveling
 MK1219.and adjusted by the National Geodetic Survey in June 1991..
 MK1219
 MK1219.The geoid height was determined by GEOID03.
 MK1219
 MK1219.The dynamic height is computed by dividing the NAVD 88
 MK1219.geopotential number by the normal gravity value computed on the
 MK1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1219.degrees latitude (g = 980.6199 gals.).
 MK1219
 MK1219.The modeled gravity was interpolated from observed gravity values.
 MK1219
 MK1219;                    North         East    Units  Estimated Accuracy
 MK1219;SPC NE       -   175,680.      709,560.      MT  (+/- 180 meters Scaled)
 MK1219
 MK1219                          SUPERSEDED SURVEY CONTROL
 MK1219
 MK1219  NGVD 29 (??/??/92)  454.747  (m)         1491.95   (f) ADJ UNCH    1 2
 MK1219
 MK1219.Superseded values are not recommended for survey control.
 MK1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1219.See file dsdata.txt to determine how the superseded data were derived.
 MK1219
 MK1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL259829(NAD 83)
 MK1219_MARKER: DB = BENCH MARK DISK
 MK1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1219_SP_SET: STONE
 MK1219_STAMPING: US BM
 MK1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1219+STABILITY: SURFACE MOTION
 MK1219
 MK1219  HISTORY     - Date     Condition        Report By
 MK1219  HISTORY     - UNK      MONUMENTED       CGS
 MK1219  HISTORY     - 1940     GOOD             NGS
 MK1219  HISTORY     - 1950     GOOD             NGS
 MK1219
 MK1219                          STATION DESCRIPTION
 MK1219
 MK1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MK1219'AT DUNCAN.
 MK1219'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR.,
 MK1219'64 FEET EAST OF EAST END OF RR. STATION, 47 FEET SOUTH OF
 MK1219'CENTERLINE OF SOUTH MAIN TRACK, 2.0 FEET EAST OF 4 X 4 INCH WHITE
 MK1219'WOODEN POST PROJECTING 2.0 FEET, B.M. IS AN INDIANA BEDFORD
 MK1219'STONE POST WITH CHISELED SQUARE CUT 0.25 INCH DEEP IN TOP.
 MK1219'MONUMENT IS 0.6 FOOT SUBSURFACE.
 MK1219
 MK1219                          STATION RECOVERY (1950)
 MK1219
 MK1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0135 ***********************************************************************
 MN0135  DESIGNATION -  C 10
 MN0135  PID         -  MN0135
 MN0135  STATE/COUNTY-  NE/MORRILL
 MN0135  USGS QUAD   -  BRIDGEPORT (1965)
 MN0135
 MN0135                         *CURRENT SURVEY CONTROL
 MN0135  ___________________________________________________________________
 MN0135* NAD 83(1986)-  41 40 13.     (N)    103 06 30.     (W)     SCALED    
 MN0135* NAVD 88     -      1119.243  (meters)    3672.05   (feet)  ADJUSTED  
 MN0135  ___________________________________________________________________
 MN0135  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 MN0135  DYNAMIC HT  -        1118.540 (meters)    3669.74  (feet)  COMP
 MN0135  MODELED GRAV-     979,956.9   (mgal)                       NAVD 88
 MN0135
 MN0135  VERT ORDER  -  FIRST     CLASS II
 MN0135
 MN0135.The horizontal coordinates were scaled from a topographic map and have
 MN0135.an estimated accuracy of +/- 6 seconds.
 MN0135
 MN0135.The orthometric height was determined by differential leveling
 MN0135.and adjusted by the National Geodetic Survey in June 1991..
 MN0135.WARNING-Repeat measurements at this control monument indicate possible
 MN0135.vertical movement.
 MN0135
 MN0135.The geoid height was determined by GEOID03.
 MN0135
 MN0135.The dynamic height is computed by dividing the NAVD 88
 MN0135.geopotential number by the normal gravity value computed on the
 MN0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0135.degrees latitude (g = 980.6199 gals.).
 MN0135
 MN0135.The modeled gravity was interpolated from observed gravity values.
 MN0135
 MN0135;                    North         East    Units  Estimated Accuracy
 MN0135;SPC NE       -   208,600.      241,290.      MT  (+/- 180 meters Scaled)
 MN0135
 MN0135                          SUPERSEDED SURVEY CONTROL
 MN0135
 MN0135  NGVD 29 (??/??/92) 1118.700  (m)         3670.27   (f) ADJ UNCH    1 2
 MN0135
 MN0135.Superseded values are not recommended for survey control.
 MN0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0135.See file dsdata.txt to determine how the superseded data were derived.
 MN0135
 MN0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG574148(NAD 83)
 MN0135_MARKER: DB = BENCH MARK DISK
 MN0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0135_STAMPING: C 10 1933 3670.462
 MN0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0135+STABILITY: SURFACE MOTION
 MN0135
 MN0135  HISTORY     - Date     Condition        Report By
 MN0135  HISTORY     - 1933     MONUMENTED       CGS
 MN0135  HISTORY     - 1956     GOOD             NGS
 MN0135  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0135
 MN0135                          STATION DESCRIPTION
 MN0135
 MN0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0135'0.7 MI NW FROM BRIDGEPORT.
 MN0135'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0135'RAILROAD FROM THE STATION AT BRIDGEPORT, 3 1/2 POLES NORTHWEST
 MN0135'OF MILEPOST 36, 39 FEET NORTH OF THE CENTER OF THE CROSSING
 MN0135'OF STATE HIGHWAY 26, 29 FEET NORTHEAST OF THE NORTHEAST RAIL,
 MN0135'5 FEET NORTH OF A TELEPHONE POLE, 1.9 FEET WEST OF A WITNESS
 MN0135'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MN0135'GROUND, IN SECTION 29, TOWNSHIP 20 NORTH, RANGE, 50 WEST.
 MN0135
 MN0135                          STATION RECOVERY (1985)
 MN0135
 MN0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0135'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0336 ***********************************************************************
 NP0336  DESIGNATION -  C 11 RESET
 NP0336  PID         -  NP0336
 NP0336  STATE/COUNTY-  NE/BOX BUTTE
 NP0336  USGS QUAD   -  HEMINGFORD (1948)
 NP0336
 NP0336                         *CURRENT SURVEY CONTROL
 NP0336  ___________________________________________________________________
 NP0336* NAD 83(1986)-  42 16 56.     (N)    103 02 01.     (W)     SCALED    
 NP0336* NAVD 88     -      1282.613  (meters)    4208.04   (feet)  ADJUSTED  
 NP0336  ___________________________________________________________________
 NP0336  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 NP0336  DYNAMIC HT  -        1281.864 (meters)    4205.58  (feet)  COMP
 NP0336  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 NP0336
 NP0336  VERT ORDER  -  FIRST     CLASS II
 NP0336
 NP0336.The horizontal coordinates were scaled from a topographic map and have
 NP0336.an estimated accuracy of +/- 6 seconds.
 NP0336
 NP0336.The orthometric height was determined by differential leveling
 NP0336.and adjusted by the National Geodetic Survey in June 1991..
 NP0336
 NP0336.The geoid height was determined by GEOID03.
 NP0336
 NP0336.The dynamic height is computed by dividing the NAVD 88
 NP0336.geopotential number by the normal gravity value computed on the
 NP0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0336.degrees latitude (g = 980.6199 gals.).
 NP0336
 NP0336.The modeled gravity was interpolated from observed gravity values.
 NP0336
 NP0336;                    North         East    Units  Estimated Accuracy
 NP0336;SPC NE       -   276,290.      249,890.      MT  (+/- 180 meters Scaled)
 NP0336
 NP0336                          SUPERSEDED SURVEY CONTROL
 NP0336
 NP0336  NGVD 29 (??/??/92) 1282.003  (m)         4206.04   (f) ADJ UNCH    1 2
 NP0336
 NP0336.Superseded values are not recommended for survey control.
 NP0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0336.See file dsdata.txt to determine how the superseded data were derived.
 NP0336
 NP0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG621829(NAD 83)
 NP0336_MARKER: DB = BENCH MARK DISK
 NP0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0336_STAMPING: C 11 RESET 1948
 NP0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0336+STABILITY: SURFACE MOTION
 NP0336
 NP0336  HISTORY     - Date     Condition        Report By
 NP0336  HISTORY     - 1948     MONUMENTED       CGS
 NP0336  HISTORY     - 1956     GOOD             NGS
 NP0336  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0336
 NP0336                          STATION DESCRIPTION
 NP0336
 NP0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0336'3.6 MI SE FROM HEMINGFORD.
 NP0336'3.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0336'RAILROAD FROM THE STATION AT HEMINGFORD, 4 POLES NORTHWEST OF
 NP0336'MILEPOST 381, 59 FEET NORTHEAST OF THE CENTER LINE OF STATE
 NP0336'HIGHWAY 2, 38 FEET WEST OF THE CENTER OF A ROAD CROSSING, 28 FEET
 NP0336'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK 13.4 FEET
 NP0336'NORTH OF A POWER POLE, 1.5 FEET SOUTHEAST OF A WITNESS POST,
 NP0336'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 NP0336'THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 27
 NP0336'NORTH, RANGE 49 WEST.
 NP0336
 NP0336                          STATION RECOVERY (1985)
 NP0336
 NP0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0336'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0358 ***********************************************************************
 ML0358  DESIGNATION -  C 117
 ML0358  PID         -  ML0358
 ML0358  STATE/COUNTY-  NE/HOWARD
 ML0358  USGS QUAD   -  FARWELL (1978)
 ML0358
 ML0358                         *CURRENT SURVEY CONTROL
 ML0358  ___________________________________________________________________
 ML0358* NAD 83(1986)-  41 13 15.     (N)    098 42 42.     (W)     SCALED    
 ML0358* NAVD 88     -       620.768  (meters)    2036.64   (feet)  ADJUSTED  
 ML0358  ___________________________________________________________________
 ML0358  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ML0358  DYNAMIC HT  -         620.448 (meters)    2035.59  (feet)  COMP
 ML0358  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 ML0358
 ML0358  VERT ORDER  -  SECOND    CLASS 0
 ML0358
 ML0358.The horizontal coordinates were scaled from a topographic map and have
 ML0358.an estimated accuracy of +/- 6 seconds.
 ML0358
 ML0358.The orthometric height was determined by differential leveling
 ML0358.and adjusted by the National Geodetic Survey in June 1991..
 ML0358
 ML0358.The geoid height was determined by GEOID03.
 ML0358
 ML0358.The dynamic height is computed by dividing the NAVD 88
 ML0358.geopotential number by the normal gravity value computed on the
 ML0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0358.degrees latitude (g = 980.6199 gals.).
 ML0358
 ML0358.The modeled gravity was interpolated from observed gravity values.
 ML0358
 ML0358;                    North         East    Units  Estimated Accuracy
 ML0358;SPC NE       -   154,850.      607,990.      MT  (+/- 180 meters Scaled)
 ML0358
 ML0358                          SUPERSEDED SURVEY CONTROL
 ML0358
 ML0358  NGVD 29 (??/??/92)  620.526  (m)         2035.84   (f) ADJ UNCH    2 0
 ML0358
 ML0358.Superseded values are not recommended for survey control.
 ML0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0358.See file dsdata.txt to determine how the superseded data were derived.
 ML0358
 ML0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL241633(NAD 83)
 ML0358_MARKER: DB = BENCH MARK DISK
 ML0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0358_STAMPING: C 117 1935
 ML0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0358+STABILITY: SURFACE MOTION
 ML0358
 ML0358  HISTORY     - Date     Condition        Report By
 ML0358  HISTORY     - 1935     MONUMENTED       CGS
 ML0358  HISTORY     - 1959     GOOD             NGS
 ML0358
 ML0358                          STATION DESCRIPTION
 ML0358
 ML0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ML0358'4.7 MI NW FROM FARWELL.
 ML0358'4.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0358'RAILROAD FROM THE STATION AT FARWELL, HOWARD COUNTY, 33-1/2 RAILS
 ML0358'WEST OF MILEPOST 24, 47 FEET NORTH OF THE CENTERLINE OF STATE
 ML0358'HIGHWAY 16, AND 21 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.
 ML0358'A STANDARD DISK, STAMPED C 117 1935 AND SET IN THE TOP OF A
 ML0358'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0170 ***********************************************************************
 ML0170  DESIGNATION -  C 118
 ML0170  PID         -  ML0170
 ML0170  STATE/COUNTY-  NE/GREELEY
 ML0170  USGS QUAD   -  WOLBACH (1954)
 ML0170
 ML0170                         *CURRENT SURVEY CONTROL
 ML0170  ___________________________________________________________________
 ML0170* NAD 83(1986)-  41 24 55.     (N)    098 26 04.     (W)     SCALED    
 ML0170* NAVD 88     -       615.858  (meters)    2020.53   (feet)  ADJUSTED  
 ML0170  ___________________________________________________________________
 ML0170  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 ML0170  DYNAMIC HT  -         615.559 (meters)    2019.55  (feet)  COMP
 ML0170  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 ML0170
 ML0170  VERT ORDER  -  SECOND    CLASS 0
 ML0170
 ML0170.The horizontal coordinates were scaled from a topographic map and have
 ML0170.an estimated accuracy of +/- 6 seconds.
 ML0170
 ML0170.The orthometric height was determined by differential leveling
 ML0170.and adjusted by the National Geodetic Survey in June 1991..
 ML0170
 ML0170.The geoid height was determined by GEOID03.
 ML0170
 ML0170.The dynamic height is computed by dividing the NAVD 88
 ML0170.geopotential number by the normal gravity value computed on the
 ML0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0170.degrees latitude (g = 980.6199 gals.).
 ML0170
 ML0170.The modeled gravity was interpolated from observed gravity values.
 ML0170
 ML0170;                    North         East    Units  Estimated Accuracy
 ML0170;SPC NE       -   176,820.      630,840.      MT  (+/- 180 meters Scaled)
 ML0170
 ML0170                          SUPERSEDED SURVEY CONTROL
 ML0170
 ML0170  NGVD 29 (??/??/92)  615.618  (m)         2019.74   (f) ADJ UNCH    2 0
 ML0170
 ML0170.Superseded values are not recommended for survey control.
 ML0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0170.See file dsdata.txt to determine how the superseded data were derived.
 ML0170
 ML0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL472850(NAD 83)
 ML0170_MARKER: DB = BENCH MARK DISK
 ML0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0170_STAMPING: C 118 1935
 ML0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0170+STABILITY: SURFACE MOTION
 ML0170
 ML0170  HISTORY     - Date     Condition        Report By
 ML0170  HISTORY     - 1935     MONUMENTED       CGS
 ML0170  HISTORY     - 1954     GOOD             NGS
 ML0170
 ML0170                          STATION DESCRIPTION
 ML0170
 ML0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 ML0170'14.6 MI N FROM ST PAUL.
 ML0170'IN GREELEY COUNTY, 14.6 MILES NORTH ALONG U.S. HIGHWAY 281
 ML0170'FROM THE POST OFFICE AT ST. PAUL, HOWARD COUNTY, 546 FEET NORTH
 ML0170'OF THE JUNCTION OF STATE HIGHWAY 22, 30.6 FEET EAST OF THE
 ML0170'CENTER LINE OF U.S. HIGHWAY 281, 5 FEET EAST OF THE RIGHT-OF-WAY
 ML0170'FENCE, AND 4 FEET NORTH OF AN EAST-AND-WEST FENCE.  SET IN THE
 ML0170'TOP OF A CONCRETE POST.  NOTE-- HIGHWAY 281 FROM 2 MILES WEST
 ML0170'OF WOLBACH TO BARTLETT IS NOW KNOWN AS HIGHWAY 101.  BM-C 118
 ML0170'MAY HAVE BEEN DESTROYED DURING ROAD IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0071 ***********************************************************************
 MM0071  DESIGNATION -  C 119
 MM0071  PID         -  MM0071
 MM0071  STATE/COUNTY-  NE/CUSTER
 MM0071  USGS QUAD   -  ARNOLD SW (1972)
 MM0071
 MM0071                         *CURRENT SURVEY CONTROL
 MM0071  ___________________________________________________________________
 MM0071* NAD 83(1986)-  41 20 09.     (N)    100 11 54.     (W)     SCALED    
 MM0071* NAVD 88     -       864.815  (meters)    2837.31   (feet)  ADJUSTED  
 MM0071  ___________________________________________________________________
 MM0071  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 MM0071  DYNAMIC HT  -         864.338 (meters)    2835.75  (feet)  COMP
 MM0071  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 MM0071
 MM0071  VERT ORDER  -  SECOND    CLASS 0
 MM0071
 MM0071.The horizontal coordinates were scaled from a topographic map and have
 MM0071.an estimated accuracy of +/- 6 seconds.
 MM0071
 MM0071.The orthometric height was determined by differential leveling
 MM0071.and adjusted by the National Geodetic Survey in June 1991..
 MM0071
 MM0071.The geoid height was determined by GEOID03.
 MM0071
 MM0071.The dynamic height is computed by dividing the NAVD 88
 MM0071.geopotential number by the normal gravity value computed on the
 MM0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0071.degrees latitude (g = 980.6199 gals.).
 MM0071
 MM0071.The modeled gravity was interpolated from observed gravity values.
 MM0071
 MM0071;                    North         East    Units  Estimated Accuracy
 MM0071;SPC NE       -   166,840.      483,400.      MT  (+/- 180 meters Scaled)
 MM0071
 MM0071                          SUPERSEDED SURVEY CONTROL
 MM0071
 MM0071  NGVD 29 (??/??/92)  864.548  (m)         2836.44   (f) ADJ UNCH    2 0
 MM0071
 MM0071.Superseded values are not recommended for survey control.
 MM0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0071.See file dsdata.txt to determine how the superseded data were derived.
 MM0071
 MM0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL997767(NAD 83)
 MM0071_MARKER: DB = BENCH MARK DISK
 MM0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0071_STAMPING: C 119 1934
 MM0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0071+STABILITY: SURFACE MOTION
 MM0071
 MM0071  HISTORY     - Date     Condition        Report By
 MM0071  HISTORY     - 1934     MONUMENTED       CGS
 MM0071  HISTORY     - 1939     GOOD             NGS
 MM0071  HISTORY     - 1972     MARK NOT FOUND   NGS
 MM0071
 MM0071                          STATION DESCRIPTION
 MM0071
 MM0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 MM0071'6.2 MI S FROM ARNOLD.
 MM0071'6.2 MILES SOUTH ALONG STATE HIGHWAY 40 FROM THE POST OFFICE AT
 MM0071'ARNOLD, CUSTER COUNTY, AT A ROAD CROSSING, 34 FEET EAST OF THE
 MM0071'CENTERLINE OF THE HIGHWAY, 32 FEET NORTH OF THE CENTERLINE OF THE
 MM0071'ROAD, 3 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE-CORNER POST, AND
 MM0071'ABOUT 2 FEET BELOW THE SURFACE OF THE GROUND.  A STANDARD DISK,
 MM0071'STAMPED C 119 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0071
 MM0071                          STATION RECOVERY (1972)
 MM0071
 MM0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1098 ***********************************************************************
 LF1098  DESIGNATION -  C 12
 LF1098  PID         -  LF1098
 LF1098  STATE/COUNTY-  NE/OTOE
 LF1098  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1098
 LF1098                         *CURRENT SURVEY CONTROL
 LF1098  ___________________________________________________________________
 LF1098* NAD 83(1986)-  40 39 46.     (N)    095 53 49.     (W)     SCALED    
 LF1098* NAVD 88     -       313.276  (meters)    1027.81   (feet)  ADJUSTED  
 LF1098  ___________________________________________________________________
 LF1098  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LF1098  DYNAMIC HT  -         313.110 (meters)    1027.26  (feet)  COMP
 LF1098  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 LF1098
 LF1098  VERT ORDER  -  FIRST     CLASS II
 LF1098
 LF1098.The horizontal coordinates were scaled from a topographic map and have
 LF1098.an estimated accuracy of +/- 6 seconds.
 LF1098
 LF1098.The orthometric height was determined by differential leveling
 LF1098.and adjusted by the National Geodetic Survey in June 1991..
 LF1098
 LF1098.The geoid height was determined by GEOID03.
 LF1098
 LF1098.The dynamic height is computed by dividing the NAVD 88
 LF1098.geopotential number by the normal gravity value computed on the
 LF1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1098.degrees latitude (g = 980.6199 gals.).
 LF1098
 LF1098.The modeled gravity was interpolated from observed gravity values.
 LF1098
 LF1098;                    North         East    Units  Estimated Accuracy
 LF1098;SPC NE       -   100,320.      846,750.      MT  (+/- 180 meters Scaled)
 LF1098
 LF1098                          SUPERSEDED SURVEY CONTROL
 LF1098
 LF1098  NGVD 29 (??/??/92)  313.161  (m)         1027.43   (f) ADJ UNCH    1 2
 LF1098
 LF1098.Superseded values are not recommended for survey control.
 LF1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1098.See file dsdata.txt to determine how the superseded data were derived.
 LF1098
 LF1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF551053(NAD 83)
 LF1098_MARKER: DB = BENCH MARK DISK
 LF1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1098_STAMPING: 1026.917 C 12 1933
 LF1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1098+STABILITY: SURFACE MOTION
 LF1098
 LF1098  HISTORY     - Date     Condition        Report By
 LF1098  HISTORY     - 1933     MONUMENTED       CGS
 LF1098  HISTORY     - 1934     GOOD             NGS
 LF1098  HISTORY     - 1977     POOR             LOCSUR
 LF1098  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LF1098
 LF1098                          STATION DESCRIPTION
 LF1098
 LF1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LF1098'2.5 MI W FROM NEBRASKA CITY.
 LF1098'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1098'FROM THE STATION AT NEBRASKA CITY, OTOE COUNTY, 825 FEET WEST OF
 LF1098'MILEPOST 8, 113 FEET EAST OF BRIDGE 8.18, AT A ROAD CROSSING,
 LF1098'47.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, 37 FEET WEST OF
 LF1098'THE CENTERLINE OF THE ROAD, AND 10 FEET WEST OF A FENCE CORNER.
 LF1098'A STANDARD DISK, STAMPED 1026.917 C 12 1933 AND SET IN THE TOP
 LF1098'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LF1098
 LF1098                          STATION RECOVERY (1977)
 LF1098
 LF1098'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1098'DIRT WAS REMOVED FROM THE SOUTH SIDE OF THE MONUMENT LEAVING THE
 LF1098'SOUTH SIDE OF THE MONUMENT EXPOSED. STATION MAY HAVE BEEN MOVED AND
 LF1098'PUSHED BACK
 LF1098
 LF1098                          STATION RECOVERY (1991)
 LF1098
 LF1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1098'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0137 ***********************************************************************
 MM0137  DESIGNATION -  C 120
 MM0137  PID         -  MM0137
 MM0137  STATE/COUNTY-  NE/LOGAN
 MM0137  USGS QUAD   -  STAPLETON (1972)
 MM0137
 MM0137                         *CURRENT SURVEY CONTROL
 MM0137  ___________________________________________________________________
 MM0137* NAD 83(1986)-  41 28 50.     (N)    100 33 09.     (W)     SCALED    
 MM0137* NAVD 88     -       897.282  (meters)    2943.83   (feet)  ADJUSTED  
 MM0137  ___________________________________________________________________
 MM0137  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 MM0137  DYNAMIC HT  -         896.783 (meters)    2942.20  (feet)  COMP
 MM0137  MODELED GRAV-     980,035.9   (mgal)                       NAVD 88
 MM0137
 MM0137  VERT ORDER  -  SECOND    CLASS 0
 MM0137
 MM0137.The horizontal coordinates were scaled from a topographic map and have
 MM0137.an estimated accuracy of +/- 6 seconds.
 MM0137
 MM0137.The orthometric height was determined by differential leveling
 MM0137.and adjusted by the National Geodetic Survey in June 1991..
 MM0137
 MM0137.The geoid height was determined by GEOID03.
 MM0137
 MM0137.The dynamic height is computed by dividing the NAVD 88
 MM0137.geopotential number by the normal gravity value computed on the
 MM0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0137.degrees latitude (g = 980.6199 gals.).
 MM0137
 MM0137.The modeled gravity was interpolated from observed gravity values.
 MM0137
 MM0137;                    North         East    Units  Estimated Accuracy
 MM0137;SPC NE       -   183,030.      453,870.      MT  (+/- 180 meters Scaled)
 MM0137
 MM0137                          SUPERSEDED SURVEY CONTROL
 MM0137
 MM0137  NGVD 29 (??/??/92)  896.972  (m)         2942.82   (f) ADJ UNCH    2 0
 MM0137
 MM0137.Superseded values are not recommended for survey control.
 MM0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0137.See file dsdata.txt to determine how the superseded data were derived.
 MM0137
 MM0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL703932(NAD 83)
 MM0137_MARKER: DB = BENCH MARK DISK
 MM0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0137_STAMPING: C 120 1934
 MM0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0137+STABILITY: SURFACE MOTION
 MM0137
 MM0137  HISTORY     - Date     Condition        Report By
 MM0137  HISTORY     - 1934     MONUMENTED       CGS
 MM0137  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0137
 MM0137                          STATION DESCRIPTION
 MM0137
 MM0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0137'2.2 MI W FROM STAPLETON.
 MM0137'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 40 FROM THE COUNTY
 MM0137'COURTHOUSE AT STAPLETON, LOGAN COUNTY, 44 FEET NORTH OF THE
 MM0137'CENTER LINE OF THE HIGHWAY, 4 FEET EAST OF THE EAST END OF A
 MM0137'FIELD ENTRANCE, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 MM0137'STANDARD DISK, STAMPED C 120 1934 AND SET IN THE TOP OF A
 MM0137'CONCRETE POST.
 MM0137
 MM0137                          STATION RECOVERY (1972)
 MM0137
 MM0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0544 ***********************************************************************
 ML0544  DESIGNATION -  C 121
 ML0544  PID         -  ML0544
 ML0544  STATE/COUNTY-  NE/WHEELER
 ML0544  USGS QUAD   -  BARTLETT SE (1985)
 ML0544
 ML0544                         *CURRENT SURVEY CONTROL
 ML0544  ___________________________________________________________________
 ML0544* NAD 83(1986)-  41 52 21.     (N)    098 32 51.     (W)     SCALED    
 ML0544* NAVD 88     -       668.758  (meters)    2194.08   (feet)  ADJUSTED  
 ML0544  ___________________________________________________________________
 ML0544  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ML0544  DYNAMIC HT  -         668.457 (meters)    2193.10  (feet)  COMP
 ML0544  MODELED GRAV-     980,149.2   (mgal)                       NAVD 88
 ML0544
 ML0544  VERT ORDER  -  SECOND    CLASS 0
 ML0544
 ML0544.The horizontal coordinates were scaled from a topographic map and have
 ML0544.an estimated accuracy of +/- 6 seconds.
 ML0544
 ML0544.The orthometric height was determined by differential leveling
 ML0544.and adjusted by the National Geodetic Survey in June 1991..
 ML0544
 ML0544.The geoid height was determined by GEOID03.
 ML0544
 ML0544.The dynamic height is computed by dividing the NAVD 88
 ML0544.geopotential number by the normal gravity value computed on the
 ML0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0544.degrees latitude (g = 980.6199 gals.).
 ML0544
 ML0544.The modeled gravity was interpolated from observed gravity values.
 ML0544
 ML0544;                    North         East    Units  Estimated Accuracy
 ML0544;SPC NE       -   227,410.      620,540.      MT  (+/- 180 meters Scaled)
 ML0544
 ML0544                          SUPERSEDED SURVEY CONTROL
 ML0544
 ML0544  NGVD 29 (??/??/92)  668.530  (m)         2193.34   (f) ADJ UNCH    2 0
 ML0544
 ML0544.Superseded values are not recommended for survey control.
 ML0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0544.See file dsdata.txt to determine how the superseded data were derived.
 ML0544
 ML0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM375357(NAD 83)
 ML0544_MARKER: DB = BENCH MARK DISK
 ML0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0544_STAMPING: C-121 1935
 ML0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0544+STABILITY: SURFACE MOTION
 ML0544
 ML0544  HISTORY     - Date     Condition        Report By
 ML0544  HISTORY     - 1935     MONUMENTED       CGS
 ML0544  HISTORY     - 1938     GOOD             NGS
 ML0544
 ML0544                          STATION DESCRIPTION
 ML0544
 ML0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0544'1 MI SE FROM BARTLETT.
 ML0544'1.0 MILE SOUTHEAST OF THE COURT HOUSE AT BARTLETT, ALONG U.S.
 ML0544'HIGHWAY NO. 281 BETWEEN BARTLETT AND SPALDING, IN A VALLEY BETWEEN
 ML0544'TWO HILLS, 0.1 MILE NORTH OF A CURVE IN THE HIGHWAY, 36 FEET EAST
 ML0544'OF THE CENTER OF THE HIGHWAY, 3.5 FEET WEST OF THE RIGHT OF WAY
 ML0544'FENCE.  A STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0342 ***********************************************************************
 ML0342  DESIGNATION -  C 125
 ML0342  PID         -  ML0342
 ML0342  STATE/COUNTY-  NE/HOWARD
 ML0342  USGS QUAD   -  ELBA (1953)
 ML0342
 ML0342                         *CURRENT SURVEY CONTROL
 ML0342  ___________________________________________________________________
 ML0342* NAD 83(1986)-  41 15 58.     (N)    098 31 07.     (W)     SCALED    
 ML0342* NAVD 88     -       547.569  (meters)    1796.48   (feet)  ADJUSTED  
 ML0342  ___________________________________________________________________
 ML0342  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 ML0342  DYNAMIC HT  -         547.301 (meters)    1795.60  (feet)  COMP
 ML0342  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 ML0342
 ML0342  VERT ORDER  -  SECOND    CLASS 0
 ML0342
 ML0342.The horizontal coordinates were scaled from a topographic map and have
 ML0342.an estimated accuracy of +/- 6 seconds.
 ML0342
 ML0342.The orthometric height was determined by differential leveling
 ML0342.and adjusted by the National Geodetic Survey in June 1991..
 ML0342
 ML0342.The geoid height was determined by GEOID03.
 ML0342
 ML0342.The dynamic height is computed by dividing the NAVD 88
 ML0342.geopotential number by the normal gravity value computed on the
 ML0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0342.degrees latitude (g = 980.6199 gals.).
 ML0342
 ML0342.The modeled gravity was interpolated from observed gravity values.
 ML0342
 ML0342;                    North         East    Units  Estimated Accuracy
 ML0342;SPC NE       -   160,140.      624,090.      MT  (+/- 180 meters Scaled)
 ML0342
 ML0342                          SUPERSEDED SURVEY CONTROL
 ML0342
 ML0342  NGVD 29 (??/??/92)  547.333  (m)         1795.71   (f) ADJ UNCH    2 0
 ML0342
 ML0342.Superseded values are not recommended for survey control.
 ML0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0342.See file dsdata.txt to determine how the superseded data were derived.
 ML0342
 ML0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL403684(NAD 83)
 ML0342_MARKER: DB = BENCH MARK DISK
 ML0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0342_STAMPING: C-125 1935
 ML0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0342+STABILITY: SURFACE MOTION
 ML0342
 ML0342  HISTORY     - Date     Condition        Report By
 ML0342  HISTORY     - 1935     MONUMENTED       CGS
 ML0342
 ML0342                          STATION DESCRIPTION
 ML0342
 ML0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0342'2.8 MI SE FROM ELBA.
 ML0342'2.85 MILES SOUTHEAST OF THE DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0342'RAILROAD BETWEEN ST. PAUL AND ORD, AT RAILROAD MILEAGE 27.86,
 ML0342'136.4 FEET EAST OF THE CENTER OF ROAD CROSSING, 4 1/2 POLES EAST
 ML0342'OF MILE POST 28, AND 39.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 ML0342'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0630 ***********************************************************************
 ML0630  DESIGNATION -  C 126
 ML0630  PID         -  ML0630
 ML0630  STATE/COUNTY-  NE/GARFIELD
 ML0630  USGS QUAD   -  BURWELL (1952)
 ML0630
 ML0630                         *CURRENT SURVEY CONTROL
 ML0630  ___________________________________________________________________
 ML0630* NAD 83(1995)-  41 48 11.69311(N)    099 07 32.12751(W)     ADJUSTED  
 ML0630* NAVD 88     -       669.877  (meters)    2197.75   (feet)  ADJUSTED  
 ML0630  ___________________________________________________________________
 ML0630  X           -    -755,260.827 (meters)                     COMP
 ML0630  Y           -  -4,701,802.543 (meters)                     COMP
 ML0630  Z           -   4,229,769.369 (meters)                     COMP
 ML0630  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 ML0630  ELLIP HEIGHT-         646.48  (meters)          (06/27/02) GPS OBS
 ML0630  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ML0630  DYNAMIC HT  -         669.554 (meters)    2196.70  (feet)  COMP
 ML0630  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 ML0630
 ML0630  HORZ ORDER  -  FIRST
 ML0630  VERT ORDER  -  SECOND    CLASS 0
 ML0630  ELLP ORDER  -  FOURTH    CLASS I
 ML0630
 ML0630.The horizontal coordinates were established by GPS observations
 ML0630.and adjusted by the National Geodetic Survey in August 1997..
 ML0630
 ML0630.The orthometric height was determined by differential leveling
 ML0630.and adjusted by the National Geodetic Survey in June 1991..
 ML0630
 ML0630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0630
 ML0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML0630
 ML0630.The ellipsoidal height was determined by GPS observations
 ML0630.and is referenced to NAD 83.
 ML0630
 ML0630.The geoid height was determined by GEOID03.
 ML0630
 ML0630.The dynamic height is computed by dividing the NAVD 88
 ML0630.geopotential number by the normal gravity value computed on the
 ML0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0630.degrees latitude (g = 980.6199 gals.).
 ML0630
 ML0630.The modeled gravity was interpolated from observed gravity values.
 ML0630
 ML0630;                    North         East     Units Scale Factor Converg.
 ML0630;SPC NE       -   219,078.761   572,643.120   MT  0.99967203   +0 34 46.1
 ML0630;UTM  14      - 4,627,939.083   489,566.874   MT  0.99960134   -0 05 01.4
 ML0630
 ML0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0630!SPC NE       -   0.99989861  x   0.99967203  =   0.99957068
 ML0630!UTM  14      -   0.99989861  x   0.99960134  =   0.99949999
 ML0630
 ML0630                          SUPERSEDED SURVEY CONTROL
 ML0630
 ML0630  ELLIP H (08/18/97)  646.49   (m)                       GP(       ) 4 1
 ML0630  NAD 83(1986)-  41 48 11.70076(N)    099 07 32.13285(W) AD(       ) 1
 ML0630  NGVD 29 (??/??/92)  669.612  (m)         2196.89   (f) ADJ UNCH    2 0
 ML0630
 ML0630.Superseded values are not recommended for survey control.
 ML0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0630.See file dsdata.txt to determine how the superseded data were derived.
 ML0630
 ML0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8956727939(NAD 83)
 ML0630_MARKER: DB = BENCH MARK DISK
 ML0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0630_SP_SET: CONCRETE POST
 ML0630_STAMPING: C 126 1935
 ML0630_MARK LOGO: CGS   
 ML0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0630+STABILITY: SURFACE MOTION
 ML0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0630+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 ML0630
 ML0630  HISTORY     - Date     Condition        Report By
 ML0630  HISTORY     - 1935     MONUMENTED       CGS
 ML0630  HISTORY     - 1964     GOOD             NGS
 ML0630  HISTORY     - 19890516 GOOD             NGS
 ML0630
 ML0630                          STATION DESCRIPTION
 ML0630
 ML0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 ML0630'2 MI NE FROM BURWELL.
 ML0630'0.5 MILE EAST FROM THE COURTHOUSE AT BURWELL, GARFIELD COUNTY,
 ML0630'TO STATE HIGHWAYS 11 AND 91, THENCE LEFT ALONG STATE HIGHWAYS
 ML0630'11 AND 91 TO THE BRIDGE OVER THE LOUP RIVER, CONTINUE NORTH
 ML0630'ON STATE HIGHWAYS 11 AND 91 FOR 0.2 MILE TO WHERE THESE
 ML0630'HIGHWAYS TURN EAST, CONTINUE NORTH ON THE OLD HIGHWAY FOR
 ML0630'1.1 MILES TO CEMETERY AND BENCH MARK ON THE LEFT, 28.4 FEET
 ML0630'WEST OF THE CENTERLINE OF THE HIGHWAY, 11.2 FEET SOUTH OF THE
 ML0630'NORTHEAST CORNER OF THE CEMETERY, AND 0.5 FOOT EAST OF THE
 ML0630'CEMETERY FENCE.  A STANDARD DISK, STAMPED C 126 1935 AND SET
 ML0630'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 ML0630
 ML0630                          STATION RECOVERY (1989)
 ML0630
 ML0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML0630'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) NORTH-NORTHEAST OF
 ML0630'BURWELL, ALONG THE OLD STATE ROUTE 11 RIGHT-OF-WAY AND NEAR THE
 ML0630'NORTHEAST CORNER OF THE BANNER CEMETERY.  OWNERSHIP--GARFIELD COUNTY.
 ML0630'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND STATE
 ML0630'HIGHWAY 91, AT THE SOUTHEAST SIDE OF BURWELL, GO NORTH ON STATE
 ML0630'HIGHWAYS 11 AND 91 FOR 1.8 KM (1.10 MI) TO THE NORTH LOUP RIVER
 ML0630'BRIDGE.  CONTINUE AHEAD FOR 0.32 KM (0.20 MI) TO WHERE THE HIGHWAY
 ML0630'BEARS EAST AND A PAVED ROAD (OLD STATE HIGHWAY 11) ON THE LEFT.  TURN
 ML0630'LEFT AND GO NORTH-NORTHWEST THEN NORTH ALONG THE PAVED ROAD, THEN
 ML0630'GRAVEL ROAD FOR 1.8 KM (1.10 MI) TO THE NORTHEAST CORNER OF THE
 ML0630'CEMETERY AND THE STATION ON THE LEFT.
 ML0630'THE STATION MARK IS SET 8.8 M (28.9 FT) WEST OF THE APPROXIMATE CENTER
 ML0630'OF THE ROAD, 3.5 M (11.5 FT) SOUTH OF THE NORTHEAST CEMETERY FENCE
 ML0630'CORNER AND 0.25 M (0.8 FT) EAST OF THE CEMETERY FENCELINE.
 ML0630'DESCRIBED BY E.A.RICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0259 ***********************************************************************
 NN0259  DESIGNATION -  C 127
 NN0259  PID         -  NN0259
 NN0259  STATE/COUNTY-  NE/HOLT
 NN0259  USGS QUAD   -  EMMET NW (1986)
 NN0259
 NN0259                         *CURRENT SURVEY CONTROL
 NN0259  ___________________________________________________________________
 NN0259* NAD 83(1986)-  42 26 07.     (N)    098 58 12.     (W)     SCALED    
 NN0259* NAVD 88     -       650.964  (meters)    2135.70   (feet)  ADJUSTED  
 NN0259  ___________________________________________________________________
 NN0259  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 NN0259  DYNAMIC HT  -         650.701 (meters)    2134.84  (feet)  COMP
 NN0259  MODELED GRAV-     980,196.8   (mgal)                       NAVD 88
 NN0259
 NN0259  VERT ORDER  -  SECOND    CLASS 0
 NN0259
 NN0259.The horizontal coordinates were scaled from a topographic map and have
 NN0259.an estimated accuracy of +/- 6 seconds.
 NN0259
 NN0259.The orthometric height was determined by differential leveling
 NN0259.and adjusted by the National Geodetic Survey in June 1991..
 NN0259
 NN0259.The geoid height was determined by GEOID03.
 NN0259
 NN0259.The dynamic height is computed by dividing the NAVD 88
 NN0259.geopotential number by the normal gravity value computed on the
 NN0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0259.degrees latitude (g = 980.6199 gals.).
 NN0259
 NN0259.The modeled gravity was interpolated from observed gravity values.
 NN0259
 NN0259;                    North         East    Units  Estimated Accuracy
 NN0259;SPC NE       -   289,400.      584,730.      MT  (+/- 180 meters Scaled)
 NN0259
 NN0259                          SUPERSEDED SURVEY CONTROL
 NN0259
 NN0259  NGVD 29 (??/??/92)  650.735  (m)         2134.95   (f) ADJ UNCH    2 0
 NN0259
 NN0259.Superseded values are not recommended for survey control.
 NN0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0259.See file dsdata.txt to determine how the superseded data were derived.
 NN0259
 NN0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM024981(NAD 83)
 NN0259_MARKER: DB = BENCH MARK DISK
 NN0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0259_STAMPING: C 127 1935
 NN0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0259+STABILITY: SURFACE MOTION
 NN0259
 NN0259  HISTORY     - Date     Condition        Report By
 NN0259  HISTORY     - 1935     MONUMENTED       CGS
 NN0259  HISTORY     - 1964     MARK NOT FOUND   NGS
 NN0259
 NN0259                          STATION DESCRIPTION
 NN0259
 NN0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0259'6.5 MI S FROM ATKINSON.
 NN0259'6.5 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 NN0259'ATKINSON, HOLT COUNTY, AT THE SOUTHEAST CORNER OF A TRIANGULAR
 NN0259'SECTION OF LAND BETWEEN THE HIGHWAY AND A SCHOOLHOUSE, AT THE
 NN0259'SOUTH END OF A CURVE, 400 FEET EAST OF THE SCHOOLHOUSE, AT A
 NN0259'ROAD INTERSECTION, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NN0259'41.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTH
 NN0259'OF A CORNER POST, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A
 NN0259'STANDARD DISK, STAMPED C 127 1935 AND SET IN THE TOP OF A
 NN0259'CONCRETE POST.
 NN0259
 NN0259                          STATION RECOVERY (1964)
 NN0259
 NN0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NN0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0299 ***********************************************************************
 LG0299  DESIGNATION -  C 13
 LG0299  PID         -  LG0299
 LG0299  STATE/COUNTY-  NE/LANCASTER
 LG0299  USGS QUAD   -  LINCOLN (1980)
 LG0299
 LG0299                         *CURRENT SURVEY CONTROL
 LG0299  ___________________________________________________________________
 LG0299* NAD 83(1986)-  40 45 19.     (N)    096 38 41.     (W)     SCALED    
 LG0299* NAVD 88     -       377.470  (meters)    1238.42   (feet)  ADJUSTED  
 LG0299  ___________________________________________________________________
 LG0299  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 LG0299  DYNAMIC HT  -         377.307 (meters)    1237.88  (feet)  COMP
 LG0299  MODELED GRAV-     980,180.4   (mgal)                       NAVD 88
 LG0299
 LG0299  VERT ORDER  -  FIRST     CLASS II
 LG0299
 LG0299.The horizontal coordinates were scaled from a topographic map and have
 LG0299.an estimated accuracy of +/- 6 seconds.
 LG0299
 LG0299.The orthometric height was determined by differential leveling
 LG0299.and adjusted by the National Geodetic Survey in June 1991..
 LG0299
 LG0299.The geoid height was determined by GEOID03.
 LG0299
 LG0299.The dynamic height is computed by dividing the NAVD 88
 LG0299.geopotential number by the normal gravity value computed on the
 LG0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0299.degrees latitude (g = 980.6199 gals.).
 LG0299
 LG0299.The modeled gravity was interpolated from observed gravity values.
 LG0299
 LG0299;                    North         East    Units  Estimated Accuracy
 LG0299;SPC NE       -   107,860.      783,200.      MT  (+/- 180 meters Scaled)
 LG0299
 LG0299                          SUPERSEDED SURVEY CONTROL
 LG0299
 LG0299  NGVD 29 (??/??/92)  377.374  (m)         1238.10   (f) ADJ UNCH    1 2
 LG0299
 LG0299.Superseded values are not recommended for survey control.
 LG0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0299.See file dsdata.txt to determine how the superseded data were derived.
 LG0299
 LG0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL988142(NAD 83)
 LG0299_MARKER: DB = BENCH MARK DISK
 LG0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0299_STAMPING: 1237.629 C 13 1933
 LG0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0299+STABILITY: SURFACE MOTION
 LG0299
 LG0299  HISTORY     - Date     Condition        Report By
 LG0299  HISTORY     - 1933     MONUMENTED       CGS
 LG0299  HISTORY     - 1960     GOOD             NGS
 LG0299  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0299
 LG0299                          STATION DESCRIPTION
 LG0299
 LG0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LG0299'3.9 MI NW FROM CHENEY.
 LG0299'3.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0299'RAILROAD FROM THE STATION AT CHENEY, LANCASTER COUNTY, 0.4
 LG0299'MILE SOUTHEAST OF THE SIDING SIGN COLLEGE VIEW NO. 2, 1/4 MILE
 LG0299'NORTHWEST OF MILEPOST 56, AT THE WEST END OF A CURVE IN STATE
 LG0299'HIGHWAY 2, 96 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LG0299'AT A GRAVEL-ROAD CROSSING, 40 FEET NORTHEAST OF THE CENTER OF THE
 LG0299'CROSSING, 25 FEET EAST OF THE CENTERLINE OF THE TRACK, 9 FEET
 LG0299'NORTHWEST OF A POLE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS
 LG0299'POST.  A STANDARD DISK, STAMPED 1237.629 C 13 1933 AND SET IN
 LG0299'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 LG0299
 LG0299                          STATION RECOVERY (1991)
 LG0299
 LG0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0299'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 LG0299'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0341 ***********************************************************************
 NO0341  DESIGNATION -  C 130
 NO0341  PID         -  NO0341
 NO0341  STATE/COUNTY-  NE/CHERRY
 NO0341  USGS QUAD   -  WILD MARE LAKE NW (1990)
 NO0341
 NO0341                         *CURRENT SURVEY CONTROL
 NO0341  ___________________________________________________________________
 NO0341* NAD 83(1986)-  42 37 52.     (N)    101 40 21.     (W)     SCALED    
 NO0341* NAVD 88     -      1056.628  (meters)    3466.62   (feet)  ADJUSTED  
 NO0341  ___________________________________________________________________
 NO0341  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 NO0341  DYNAMIC HT  -        1056.123 (meters)    3464.96  (feet)  COMP
 NO0341  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 NO0341
 NO0341  VERT ORDER  -  SECOND    CLASS 0
 NO0341
 NO0341.The horizontal coordinates were scaled from a topographic map and have
 NO0341.an estimated accuracy of +/- 6 seconds.
 NO0341
 NO0341.The orthometric height was determined by differential leveling
 NO0341.and adjusted by the National Geodetic Survey in June 1991..
 NO0341
 NO0341.The geoid height was determined by GEOID03.
 NO0341
 NO0341.The dynamic height is computed by dividing the NAVD 88
 NO0341.geopotential number by the normal gravity value computed on the
 NO0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0341.degrees latitude (g = 980.6199 gals.).
 NO0341
 NO0341.The modeled gravity was interpolated from observed gravity values.
 NO0341
 NO0341;                    North         East    Units  Estimated Accuracy
 NO0341;SPC NE       -   311,970.      362,840.      MT  (+/- 180 meters Scaled)
 NO0341
 NO0341                          SUPERSEDED SURVEY CONTROL
 NO0341
 NO0341  NGVD 29 (??/??/92) 1056.188  (m)         3465.18   (f) ADJ UNCH    2 0
 NO0341
 NO0341.Superseded values are not recommended for survey control.
 NO0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0341.See file dsdata.txt to determine how the superseded data were derived.
 NO0341
 NO0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN808233(NAD 83)
 NO0341_MARKER: DB = BENCH MARK DISK
 NO0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0341_STAMPING: C 130 1934
 NO0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0341+STABILITY: SURFACE MOTION
 NO0341
 NO0341  HISTORY     - Date     Condition        Report By
 NO0341  HISTORY     - 1934     MONUMENTED       CGS
 NO0341  HISTORY     - 1948     GOOD             NGS
 NO0341  HISTORY     - 19880701 MARK NOT FOUND   USGS
 NO0341
 NO0341                          STATION DESCRIPTION
 NO0341
 NO0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0341'23.5 MI S FROM MERRIMAN.
 NO0341'23.5 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0341'COUNTY, 4.0 MILES NORTH OF SNAKE RIVER, 0.7 MILE SOUTH OF AN
 NO0341'EAST-AND-WEST SECTION-LINE FENCE, 1.6 MILES NORTH OF A WINDMILL
 NO0341'AND TANK, 0.5 MILE SOUTH OF ANOTHER WINDMILL AND TANK, 22 YARDS
 NO0341'EAST OF THE OLD ROAD, AND 25 YARDS EAST OF THE CENTERLINE OF
 NO0341'THE HIGHWAY.  A STANDARD DISK, STAMPED C 130 1934 AND SET IN THE
 NO0341'TOP OF A CONCRETE POST.  20.4 MILES (AIR LINE) SOUTH OF MERRIMAN
 NO0341'3.9 MILES NORTH OF CLIFFORD BRIDGE OVER SNAKE RIVER, 1.7 MILES
 NO0341'SOUTH OF HARRY FISHER RANCH HOUSE, IN SOUTHWEST 1/4 SEC. 28,
 NO0341'T. 31 N., R. 37 W., 0.5 MILES SOUTH OF WINDMILL, IN LOWEST PART
 NO0341'OF SMALL VALLEY, 110 FEET SOUTH OF BLOWOUT 100 FEET IN DIAMETER,
 NO0341'190 FEET NORTHEAST OF TRAIL.
 NO0341
 NO0341                          STATION RECOVERY (1988)
 NO0341
 NO0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1241 ***********************************************************************
 MK1241  DESIGNATION -  C 130
 MK1241  PID         -  MK1241
 MK1241  STATE/COUNTY-  NE/PLATTE
 MK1241  USGS QUAD   -  COLUMBUS (1976)
 MK1241
 MK1241                         *CURRENT SURVEY CONTROL
 MK1241  ___________________________________________________________________
 MK1241* NAD 83(1986)-  41 25 44.     (N)    097 20 40.     (W)     SCALED    
 MK1241* NAVD 88     -       439.340  (meters)    1441.40   (feet)  ADJUSTED  
 MK1241  ___________________________________________________________________
 MK1241  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 MK1241  DYNAMIC HT  -         439.148 (meters)    1440.77  (feet)  COMP
 MK1241  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 MK1241
 MK1241  VERT ORDER  -  SECOND    CLASS 0
 MK1241
 MK1241.The horizontal coordinates were scaled from a topographic map and have
 MK1241.an estimated accuracy of +/- 6 seconds.
 MK1241
 MK1241.The orthometric height was determined by differential leveling
 MK1241.and adjusted by the National Geodetic Survey in June 1991..
 MK1241.WARNING-Repeat measurements at this control monument indicate possible
 MK1241.vertical movement.
 MK1241
 MK1241.The geoid height was determined by GEOID03.
 MK1241
 MK1241.The dynamic height is computed by dividing the NAVD 88
 MK1241.geopotential number by the normal gravity value computed on the
 MK1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1241.degrees latitude (g = 980.6199 gals.).
 MK1241
 MK1241.The modeled gravity was interpolated from observed gravity values.
 MK1241
 MK1241;                    North         East    Units  Estimated Accuracy
 MK1241;SPC NE       -   180,550.      721,860.      MT  (+/- 180 meters Scaled)
 MK1241
 MK1241                          SUPERSEDED SURVEY CONTROL
 MK1241
 MK1241  NGVD 29 (??/??/92)  439.152  (m)         1440.78   (f) ADJ UNCH    2 0
 MK1241
 MK1241.Superseded values are not recommended for survey control.
 MK1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1241.See file dsdata.txt to determine how the superseded data were derived.
 MK1241
 MK1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL383876(NAD 83)
 MK1241_MARKER: DB = BENCH MARK DISK
 MK1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1241_STAMPING: C 130 1935
 MK1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1241+STABILITY: SURFACE MOTION
 MK1241
 MK1241  HISTORY     - Date     Condition        Report By
 MK1241  HISTORY     - 1935     MONUMENTED       CGS
 MK1241
 MK1241                          STATION DESCRIPTION
 MK1241
 MK1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1241'0.8 MI E FROM COLUMBUS.
 MK1241'ALONG THE UNION PACIFIC RAILROAD BETWEEN COLUMBUS AND FREMONT,
 MK1241'195.5 FEET WEST OF THE SOUTHWEST CORNER OF C.B. AND Q. SWITCH
 MK1241'TOWER, 36.5 FEET NORTH OF NORTH RAIL OF MAIN TRACK, AND 34.7
 MK1241'FEET SOUTH WEST OF CITY FIRE PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0488 ***********************************************************************
 MK0488  DESIGNATION -  C 131
 MK0488  PID         -  MK0488
 MK0488  STATE/COUNTY-  NE/DODGE
 MK0488  USGS QUAD   -  FREMONT EAST (1983)
 MK0488
 MK0488                         *CURRENT SURVEY CONTROL
 MK0488  ___________________________________________________________________
 MK0488* NAD 83(1986)-  41 26 09.     (N)    096 23 47.     (W)     SCALED    
 MK0488* NAVD 88     -       356.222  (meters)    1168.70   (feet)  ADJUSTED  
 MK0488  ___________________________________________________________________
 MK0488  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MK0488  DYNAMIC HT  -         356.056 (meters)    1168.16  (feet)  COMP
 MK0488  MODELED GRAV-     980,149.3   (mgal)                       NAVD 88
 MK0488
 MK0488  VERT ORDER  -  SECOND    CLASS 0
 MK0488
 MK0488.The horizontal coordinates were scaled from a topographic map and have
 MK0488.an estimated accuracy of +/- 6 seconds.
 MK0488
 MK0488.The orthometric height was determined by differential leveling
 MK0488.and adjusted by the National Geodetic Survey in June 1991..
 MK0488
 MK0488.The geoid height was determined by GEOID03.
 MK0488
 MK0488.The dynamic height is computed by dividing the NAVD 88
 MK0488.geopotential number by the normal gravity value computed on the
 MK0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0488.degrees latitude (g = 980.6199 gals.).
 MK0488
 MK0488.The modeled gravity was interpolated from observed gravity values.
 MK0488
 MK0488;                    North         East    Units  Estimated Accuracy
 MK0488;SPC NE       -   184,190.      801,000.      MT  (+/- 180 meters Scaled)
 MK0488
 MK0488                          SUPERSEDED SURVEY CONTROL
 MK0488
 MK0488  NGVD 29 (??/??/92)  356.075  (m)         1168.22   (f) ADJ UNCH    2 0
 MK0488
 MK0488.Superseded values are not recommended for survey control.
 MK0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0488.See file dsdata.txt to determine how the superseded data were derived.
 MK0488
 MK0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL175904(NAD 83)
 MK0488_MARKER: DB = BENCH MARK DISK
 MK0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0488_STAMPING: C 131 1935
 MK0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0488+STABILITY: SURFACE MOTION
 MK0488
 MK0488  HISTORY     - Date     Condition        Report By
 MK0488  HISTORY     - 1935     MONUMENTED       CGS
 MK0488  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0488
 MK0488                          STATION DESCRIPTION
 MK0488
 MK0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0488'5.4 MI E FROM FREMONT.
 MK0488'5.4 MILES EAST OF C. AND N.W. DEPOT BY RAIL.  ALONG THE
 MK0488'CHICAGO AND NORTH WESTERN RAILROAD BETWEEN FREMONT, NEBRASKA,
 MK0488'AND CALIFORNIA, IOWA, 9 RAILS WEST OF MILE POST 32.  103 FEET
 MK0488'EAST OF THE CENTER OR ROAD CROSSING, AND 38.3 FEET SOUTH
 MK0488'OF SOUTH RAIL OF MAIN TRACK.
 MK0488
 MK0488                          STATION RECOVERY (1966)
 MK0488
 MK0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1055 ***********************************************************************
 MK1055  DESIGNATION -  C 132
 MK1055  PID         -  MK1055
 MK1055  STATE/COUNTY-  NE/DODGE
 MK1055  USGS QUAD   -  UEHLING (1966)
 MK1055
 MK1055                         *CURRENT SURVEY CONTROL
 MK1055  ___________________________________________________________________
 MK1055* NAD 83(1986)-  41 42 34.     (N)    096 30 56.     (W)     SCALED    
 MK1055* NAVD 88     -       375.352  (meters)    1231.47   (feet)  ADJUSTED  
 MK1055  ___________________________________________________________________
 MK1055  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 MK1055  DYNAMIC HT  -         375.211 (meters)    1231.00  (feet)  COMP
 MK1055  MODELED GRAV-     980,234.6   (mgal)                       NAVD 88
 MK1055
 MK1055  VERT ORDER  -  SECOND    CLASS 0
 MK1055
 MK1055.The horizontal coordinates were scaled from a topographic map and have
 MK1055.an estimated accuracy of +/- 6 seconds.
 MK1055
 MK1055.The orthometric height was determined by differential leveling
 MK1055.and adjusted by the National Geodetic Survey in June 1991..
 MK1055
 MK1055.The geoid height was determined by GEOID03.
 MK1055
 MK1055.The dynamic height is computed by dividing the NAVD 88
 MK1055.geopotential number by the normal gravity value computed on the
 MK1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1055.degrees latitude (g = 980.6199 gals.).
 MK1055
 MK1055.The modeled gravity was interpolated from observed gravity values.
 MK1055
 MK1055;                    North         East    Units  Estimated Accuracy
 MK1055;SPC NE       -   214,140.      789,820.      MT  (+/- 180 meters Scaled)
 MK1055
 MK1055                          SUPERSEDED SURVEY CONTROL
 MK1055
 MK1055  NGVD 29 (??/??/92)  375.218  (m)         1231.03   (f) ADJ UNCH    2 0
 MK1055
 MK1055.Superseded values are not recommended for survey control.
 MK1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1055.See file dsdata.txt to determine how the superseded data were derived.
 MK1055
 MK1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM066205(NAD 83)
 MK1055_MARKER: DB = BENCH MARK DISK
 MK1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1055_STAMPING: C 132 1935
 MK1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1055+STABILITY: SURFACE MOTION
 MK1055
 MK1055  HISTORY     - Date     Condition        Report By
 MK1055  HISTORY     - 1935     MONUMENTED       CGS
 MK1055  HISTORY     - 1938     GOOD             NGS
 MK1055
 MK1055                          STATION DESCRIPTION
 MK1055
 MK1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1055'1.8 MI S FROM UEHLING.
 MK1055'1.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK1055'FROM THE STATION AT UEHLING, DODGE COUNTY, 14 RAILS SOUTH OF A
 MK1055'ROAD CROSSING, 86.9 FEET WEST OF MILEPOST 51, 72.3 FEET WEST
 MK1055'OF THE WEST RAIL OF THE MAIN TRACK, AND LEVEL WITH THE TRACK.
 MK1055'A STANDARD DISK, STAMPED C 132 1935 AND SET IN THE TOP OF A
 MK1055'CONCRETE POST.
 MK1055
 MK1055                          STATION RECOVERY (1938)
 MK1055
 MK1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MK1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1090 ***********************************************************************
 MK1090  DESIGNATION -  C 133
 MK1090  PID         -  MK1090
 MK1090  STATE/COUNTY-  NE/COLFAX
 MK1090  USGS QUAD   -  DODGE (1966)
 MK1090
 MK1090                         *CURRENT SURVEY CONTROL
 MK1090  ___________________________________________________________________
 MK1090* NAD 83(1986)-  41 42 51.     (N)    096 57 49.     (W)     SCALED    
 MK1090* NAVD 88     -       466.448  (meters)    1530.34   (feet)  ADJUSTED  
 MK1090  ___________________________________________________________________
 MK1090  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 MK1090  DYNAMIC HT  -         466.260 (meters)    1529.72  (feet)  COMP
 MK1090  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 MK1090
 MK1090  VERT ORDER  -  SECOND    CLASS 0
 MK1090
 MK1090.The horizontal coordinates were scaled from a topographic map and have
 MK1090.an estimated accuracy of +/- 6 seconds.
 MK1090
 MK1090.The orthometric height was determined by differential leveling
 MK1090.and adjusted by the National Geodetic Survey in June 1991..
 MK1090
 MK1090.The geoid height was determined by GEOID03.
 MK1090
 MK1090.The dynamic height is computed by dividing the NAVD 88
 MK1090.geopotential number by the normal gravity value computed on the
 MK1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1090.degrees latitude (g = 980.6199 gals.).
 MK1090
 MK1090.The modeled gravity was interpolated from observed gravity values.
 MK1090
 MK1090;                    North         East    Units  Estimated Accuracy
 MK1090;SPC NE       -   213,260.      752,550.      MT  (+/- 180 meters Scaled)
 MK1090
 MK1090                          SUPERSEDED SURVEY CONTROL
 MK1090
 MK1090  NGVD 29 (??/??/92)  466.274  (m)         1529.77   (f) ADJ UNCH    2 0
 MK1090
 MK1090.Superseded values are not recommended for survey control.
 MK1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1090.See file dsdata.txt to determine how the superseded data were derived.
 MK1090
 MK1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM694200(NAD 83)
 MK1090_MARKER: DB = BENCH MARK DISK
 MK1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1090_STAMPING: C-133-1935
 MK1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1090+STABILITY: SURFACE MOTION
 MK1090
 MK1090  HISTORY     - Date     Condition        Report By
 MK1090  HISTORY     - 1935     MONUMENTED       CGS
 MK1090  HISTORY     - 1965     MARK NOT FOUND   NGS
 MK1090
 MK1090                          STATION DESCRIPTION
 MK1090
 MK1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1090'3.4 MI E FROM HOWELL.
 MK1090'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER AND
 MK1090'HUMPHREY, ABOUT 350 FEET EAST OF VIADUCT, 38 FEET EAST OF THE
 MK1090'CENTER LINE OF CROSS ROAD EAST OF VIADUCT, 25.7 FEET SOUTH OF
 MK1090'THE SOUTH RAIL, LEVEL WITH THE TRACK.  NOTE-- RAILROAD TRACK
 MK1090'HAS BEEN REMOVED.  AND MAJOR ROAD CHANGES HAVE TAKEN PLACES.
 MK1090
 MK1090                          STATION RECOVERY (1965)
 MK1090
 MK1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MK1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0935 ***********************************************************************
 MK0935  DESIGNATION -  C 134
 MK0935  PID         -  MK0935
 MK0935  STATE/COUNTY-  NE/SAUNDERS
 MK0935  USGS QUAD   -  WAHOO EAST (1983)
 MK0935
 MK0935                         *CURRENT SURVEY CONTROL
 MK0935  ___________________________________________________________________
 MK0935* NAD 83(1986)-  41 12 15.     (N)    096 37 13.     (W)     SCALED    
 MK0935* NAVD 88     -       358.846  (meters)    1177.31   (feet)  ADJUSTED  
 MK0935  ___________________________________________________________________
 MK0935  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 MK0935  DYNAMIC HT  -         358.675 (meters)    1176.75  (feet)  COMP
 MK0935  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 MK0935
 MK0935  VERT ORDER  -  SECOND    CLASS 0
 MK0935
 MK0935.The horizontal coordinates were scaled from a topographic map and have
 MK0935.an estimated accuracy of +/- 6 seconds.
 MK0935
 MK0935.The orthometric height was determined by differential leveling
 MK0935.and adjusted by the National Geodetic Survey in June 1991..
 MK0935
 MK0935.The geoid height was determined by GEOID03.
 MK0935
 MK0935.The dynamic height is computed by dividing the NAVD 88
 MK0935.geopotential number by the normal gravity value computed on the
 MK0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0935.degrees latitude (g = 980.6199 gals.).
 MK0935
 MK0935.The modeled gravity was interpolated from observed gravity values.
 MK0935
 MK0935;                    North         East    Units  Estimated Accuracy
 MK0935;SPC NE       -   157,740.      783,310.      MT  (+/- 180 meters Scaled)
 MK0935
 MK0935                          SUPERSEDED SURVEY CONTROL
 MK0935
 MK0935  NGVD 29 (??/??/92)  358.703  (m)         1176.84   (f) ADJ UNCH    2 0
 MK0935
 MK0935.Superseded values are not recommended for survey control.
 MK0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0935.See file dsdata.txt to determine how the superseded data were derived.
 MK0935
 MK0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL995641(NAD 83)
 MK0935_MARKER: DB = BENCH MARK DISK
 MK0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0935_STAMPING: C 134 1935
 MK0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0935+STABILITY: SURFACE MOTION
 MK0935
 MK0935  HISTORY     - Date     Condition        Report By
 MK0935  HISTORY     - 1935     MONUMENTED       CGS
 MK0935  HISTORY     - 1968     POOR             NGS
 MK0935
 MK0935                          STATION DESCRIPTION
 MK0935
 MK0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0935'IN WAHOO.
 MK0935'0.8 MI S. OF C. AND N.W. DEPOT.  NEAR THE CROSSING OF THE CHICAGO
 MK0935'AND NORTH WESTERN RAILWAY AND THE UNION PACIFIC RAILROAD.  33.6
 MK0935'FEET EAST OF EAST RAIL OF CHICAGO AND NORTH WESTERN RAILWAY
 MK0935'TRACK, 48 FEET NORTHEAST OF THE INTERSECTION OF THE CENTER LINES
 MK0935'OF THE TWO TRACKS, AND 40 FEET NORTH OF THE NORTH RAIL OF THE
 MK0935'UNION PACIFIC RAILROAD TRACK.  NOTE-- MARK IS IN POSITION AS
 MK0935'DESCRIBED BUT IS LOOSE.
 MK0935
 MK0935                          STATION RECOVERY (1968)
 MK0935
 MK0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MK0935'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0678 ***********************************************************************
 LG0678  DESIGNATION -  C 135
 LG0678  PID         -  LG0678
 LG0678  STATE/COUNTY-  NE/FILLMORE
 LG0678  USGS QUAD   -  FAIRMONT (1969)
 LG0678
 LG0678                         *CURRENT SURVEY CONTROL
 LG0678  ___________________________________________________________________
 LG0678* NAD 83(1986)-  40 39 43.     (N)    097 34 41.     (W)     SCALED    
 LG0678* NAVD 88     -       498.697  (meters)    1636.14   (feet)  ADJUSTED  
 LG0678  ___________________________________________________________________
 LG0678  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 LG0678  DYNAMIC HT  -         498.426 (meters)    1635.25  (feet)  COMP
 LG0678  MODELED GRAV-     980,065.2   (mgal)                       NAVD 88
 LG0678
 LG0678  VERT ORDER  -  SECOND    CLASS 0
 LG0678
 LG0678.The horizontal coordinates were scaled from a topographic map and have
 LG0678.an estimated accuracy of +/- 6 seconds.
 LG0678
 LG0678.The orthometric height was determined by differential leveling
 LG0678.and adjusted by the National Geodetic Survey in June 1991..
 LG0678
 LG0678.The geoid height was determined by GEOID03.
 LG0678
 LG0678.The dynamic height is computed by dividing the NAVD 88
 LG0678.geopotential number by the normal gravity value computed on the
 LG0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0678.degrees latitude (g = 980.6199 gals.).
 LG0678
 LG0678.The modeled gravity was interpolated from observed gravity values.
 LG0678
 LG0678;                    North         East    Units  Estimated Accuracy
 LG0678;SPC NE       -    94,870.      704,730.      MT  (+/- 180 meters Scaled)
 LG0678
 LG0678                          SUPERSEDED SURVEY CONTROL
 LG0678
 LG0678  NGVD 29 (??/??/92)  498.520  (m)         1635.56   (f) ADJ UNCH    2 0
 LG0678
 LG0678.Superseded values are not recommended for survey control.
 LG0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0678.See file dsdata.txt to determine how the superseded data were derived.
 LG0678
 LG0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL201022(NAD 83)
 LG0678_MARKER: DB = BENCH MARK DISK
 LG0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0678_STAMPING: C 135 1935
 LG0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0678+STABILITY: SURFACE MOTION
 LG0678
 LG0678  HISTORY     - Date     Condition        Report By
 LG0678  HISTORY     - 1935     MONUMENTED       CGS
 LG0678  HISTORY     - 1938     GOOD             NGS
 LG0678
 LG0678                          STATION DESCRIPTION
 LG0678
 LG0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0678'2.1 MI N FROM FAIRMONT.
 LG0678'2.1 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE CHICAGO,
 LG0678'BURLINGTON AND QUINCY RAILROAD STATION AT FAIRMONT, FILLMORE
 LG0678'COUNTY, 62 FEET EAST OF THE CENTER LINE OF THE OLD C.B. AND Q.R.R.
 LG0678'BED, 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 LG0678'SOUTH OF THE HALF-SECTION CORNER, AND 2.5 FEET EAST OF THE
 LG0678'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 135 1935 AND
 LG0678'SET IN THE TOP OF A CONCRETE POST.
 LG0678
 LG0678                          STATION RECOVERY (1938)
 LG0678
 LG0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 LG0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1301 ***********************************************************************
 MK1301  DESIGNATION -  C 137
 MK1301  PID         -  MK1301
 MK1301  STATE/COUNTY-  NE/BUTLER
 MK1301  USGS QUAD   -  GARRISON (1965)
 MK1301
 MK1301                         *CURRENT SURVEY CONTROL
 MK1301  ___________________________________________________________________
 MK1301* NAD 83(1986)-  41 12 18.     (N)    097 11 41.     (W)     SCALED    
 MK1301* NAVD 88     -       486.165  (meters)    1595.03   (feet)  ADJUSTED  
 MK1301  ___________________________________________________________________
 MK1301  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 MK1301  DYNAMIC HT  -         485.938 (meters)    1594.28  (feet)  COMP
 MK1301  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 MK1301
 MK1301  VERT ORDER  -  SECOND    CLASS 0
 MK1301
 MK1301.The horizontal coordinates were scaled from a topographic map and have
 MK1301.an estimated accuracy of +/- 6 seconds.
 MK1301
 MK1301.The orthometric height was determined by differential leveling
 MK1301.and adjusted by the National Geodetic Survey in June 1991..
 MK1301
 MK1301.The geoid height was determined by GEOID03.
 MK1301
 MK1301.The dynamic height is computed by dividing the NAVD 88
 MK1301.geopotential number by the normal gravity value computed on the
 MK1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1301.degrees latitude (g = 980.6199 gals.).
 MK1301
 MK1301.The modeled gravity was interpolated from observed gravity values.
 MK1301
 MK1301;                    North         East    Units  Estimated Accuracy
 MK1301;SPC NE       -   156,110.      735,170.      MT  (+/- 180 meters Scaled)
 MK1301
 MK1301                          SUPERSEDED SURVEY CONTROL
 MK1301
 MK1301  NGVD 29 (??/??/92)  485.992  (m)         1594.46   (f) ADJ UNCH    2 0
 MK1301
 MK1301.Superseded values are not recommended for survey control.
 MK1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1301.See file dsdata.txt to determine how the superseded data were derived.
 MK1301
 MK1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL513630(NAD 83)
 MK1301_MARKER: DB = BENCH MARK DISK
 MK1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1301_STAMPING: C-137-1935
 MK1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1301+STABILITY: SURFACE MOTION
 MK1301
 MK1301  HISTORY     - Date     Condition        Report By
 MK1301  HISTORY     - 1935     MONUMENTED       CGS
 MK1301
 MK1301                          STATION DESCRIPTION
 MK1301
 MK1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1301'1.5 MI NE FROM MILLERTON.
 MK1301'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1301'AND YORK, 0.5 MILES NORTHEAST OF MILE POST NO. 46, 127 FEET
 MK1301'NORTH OF THE CENTER LINE OF ROAD CROSSING, 40 FEET NORTHWEST OF
 MK1301'THE NORTHWEST RAIL, 4.6 FEET SOUTH OF SNOW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0713 ***********************************************************************
 LG0713  DESIGNATION -  C 138
 LG0713  PID         -  LG0713
 LG0713  STATE/COUNTY-  NE/YORK
 LG0713  USGS QUAD   -  HENDERSON NE (1968)
 LG0713
 LG0713                         *CURRENT SURVEY CONTROL
 LG0713  ___________________________________________________________________
 LG0713* NAD 83(1986)-  40 52 52.     (N)    097 49 34.     (W)     SCALED    
 LG0713* NAVD 88     -       529.914  (meters)    1738.56   (feet)  ADJUSTED  
 LG0713  ___________________________________________________________________
 LG0713  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LG0713  DYNAMIC HT  -         529.626 (meters)    1737.61  (feet)  COMP
 LG0713  MODELED GRAV-     980,063.7   (mgal)                       NAVD 88
 LG0713
 LG0713  VERT ORDER  -  SECOND    CLASS 0
 LG0713
 LG0713.The horizontal coordinates were scaled from a topographic map and have
 LG0713.an estimated accuracy of +/- 6 seconds.
 LG0713
 LG0713.The orthometric height was determined by differential leveling
 LG0713.and adjusted by the National Geodetic Survey in June 1991..
 LG0713
 LG0713.The geoid height was determined by GEOID03.
 LG0713
 LG0713.The dynamic height is computed by dividing the NAVD 88
 LG0713.geopotential number by the normal gravity value computed on the
 LG0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0713.degrees latitude (g = 980.6199 gals.).
 LG0713
 LG0713.The modeled gravity was interpolated from observed gravity values.
 LG0713
 LG0713;                    North         East    Units  Estimated Accuracy
 LG0713;SPC NE       -   118,640.      683,160.      MT  (+/- 180 meters Scaled)
 LG0713
 LG0713                          SUPERSEDED SURVEY CONTROL
 LG0713
 LG0713  NGVD 29 (??/??/92)  529.682  (m)         1737.80   (f) ADJ UNCH    2 0
 LG0713
 LG0713.Superseded values are not recommended for survey control.
 LG0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0713.See file dsdata.txt to determine how the superseded data were derived.
 LG0713
 LG0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL989262(NAD 83)
 LG0713_MARKER: DB = BENCH MARK DISK
 LG0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0713_STAMPING: C 138 1935
 LG0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0713+STABILITY: SURFACE MOTION
 LG0713
 LG0713  HISTORY     - Date     Condition        Report By
 LG0713  HISTORY     - 1935     MONUMENTED       CGS
 LG0713  HISTORY     - 1965     MARK NOT FOUND   USGS
 LG0713
 LG0713                          STATION DESCRIPTION
 LG0713
 LG0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0713'4.2 MI W FROM BRADSHAW.
 LG0713'4.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0713'FROM THE STATION AT BRADSHAW, YORK COUNTY, 28 RAILS WEST
 LG0713'OF MILEPOST 68, AT A ROAD CROSSING, 46 FEET EAST OF THE CENTER
 LG0713'LINE OF THE DIRT ROAD, 44 FEET NORTH OF THE NORTH RAIL, AND 43
 LG0713'FEET NORTHWEST OF SIGNAL TOWER 68+13.  A STANDARD DISK, STAMPED
 LG0713'C 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0713
 LG0713                          STATION RECOVERY (1965)
 LG0713
 LG0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0064 ***********************************************************************
 LH0064  DESIGNATION -  C 139
 LH0064  PID         -  LH0064
 LH0064  STATE/COUNTY-  NE/HALL
 LH0064  USGS QUAD   -  GRAND ISLAND (1993)
 LH0064
 LH0064                         *CURRENT SURVEY CONTROL
 LH0064  ___________________________________________________________________
 LH0064* NAD 83(1986)-  40 56 18.     (N)    098 18 37.     (W)     SCALED    
 LH0064* NAVD 88     -       558.647  (meters)    1832.83   (feet)  ADJUSTED  
 LH0064  ___________________________________________________________________
 LH0064  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 LH0064  DYNAMIC HT  -         558.353 (meters)    1831.86  (feet)  COMP
 LH0064  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 LH0064
 LH0064  VERT ORDER  -  SECOND    CLASS 0
 LH0064
 LH0064.The horizontal coordinates were scaled from a topographic map and have
 LH0064.an estimated accuracy of +/- 6 seconds.
 LH0064
 LH0064.The orthometric height was determined by differential leveling
 LH0064.and adjusted by the National Geodetic Survey in June 1991..
 LH0064
 LH0064.The geoid height was determined by GEOID03.
 LH0064
 LH0064.The dynamic height is computed by dividing the NAVD 88
 LH0064.geopotential number by the normal gravity value computed on the
 LH0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0064.degrees latitude (g = 980.6199 gals.).
 LH0064
 LH0064.The modeled gravity was interpolated from observed gravity values.
 LH0064
 LH0064;                    North         East    Units  Estimated Accuracy
 LH0064;SPC NE       -   124,080.      642,250.      MT  (+/- 180 meters Scaled)
 LH0064
 LH0064                          SUPERSEDED SURVEY CONTROL
 LH0064
 LH0064  NGVD 29 (??/??/92)  558.399  (m)         1832.01   (f) ADJ UNCH    2 0
 LH0064
 LH0064.Superseded values are not recommended for survey control.
 LH0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0064.See file dsdata.txt to determine how the superseded data were derived.
 LH0064
 LH0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL580321(NAD 83)
 LH0064_MARKER: DB = BENCH MARK DISK
 LH0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0064_STAMPING: C 139 1935
 LH0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0064+STABILITY: SURFACE MOTION
 LH0064
 LH0064  HISTORY     - Date     Condition        Report By
 LH0064  HISTORY     - 1935     MONUMENTED       CGS
 LH0064  HISTORY     - 1947     MARK NOT FOUND   NGS
 LH0064
 LH0064                          STATION DESCRIPTION
 LH0064
 LH0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0064'1.3 MI NE FROM GRAND ISLAND.
 LH0064'1.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0064'RAILROAD SHOPS AT GRAND ISLAND, HALL COUNTY, 330 FEET NORTHEAST
 LH0064'OF MILEPOST 145, 212 FEET SOUTHEAST OF SEMAPHORE 1449, AND 151.1
 LH0064'FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD DISK, STAMPED
 LH0064'C 139 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT
 LH0064'WAS REPORTED IN 1947 THAT THE AREA IN THIS LOCALITY HAS BEEN
 LH0064'FILLED IN WITH DIRT AND CINDERS AND LEVELED WITH A BULLDOZER.
 LH0064
 LH0064                          STATION RECOVERY (1947)
 LH0064
 LH0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 LH0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0425 ***********************************************************************
 LG0425  DESIGNATION -  C 14
 LG0425  PID         -  LG0425
 LG0425  STATE/COUNTY-  NE/SALINE
 LG0425  USGS QUAD   -  DORCHESTER NW (1964)
 LG0425
 LG0425                         *CURRENT SURVEY CONTROL
 LG0425  ___________________________________________________________________
 LG0425* NAD 83(1986)-  40 39 11.     (N)    097 09 00.     (W)     SCALED    
 LG0425* NAVD 88     -       455.927  (meters)    1495.82   (feet)  ADJUSTED  
 LG0425  ___________________________________________________________________
 LG0425  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 LG0425  DYNAMIC HT  -         455.674 (meters)    1494.99  (feet)  COMP
 LG0425  MODELED GRAV-     980,055.8   (mgal)                       NAVD 88
 LG0425
 LG0425  VERT ORDER  -  FIRST     CLASS II
 LG0425
 LG0425.The horizontal coordinates were scaled from a topographic map and have
 LG0425.an estimated accuracy of +/- 6 seconds.
 LG0425
 LG0425.The orthometric height was determined by differential leveling
 LG0425.and adjusted by the National Geodetic Survey in June 1991..
 LG0425
 LG0425.The geoid height was determined by GEOID03.
 LG0425
 LG0425.The dynamic height is computed by dividing the NAVD 88
 LG0425.geopotential number by the normal gravity value computed on the
 LG0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0425.degrees latitude (g = 980.6199 gals.).
 LG0425
 LG0425.The modeled gravity was interpolated from observed gravity values.
 LG0425
 LG0425;                    North         East    Units  Estimated Accuracy
 LG0425;SPC NE       -    94,980.      740,940.      MT  (+/- 180 meters Scaled)
 LG0425
 LG0425                          SUPERSEDED SURVEY CONTROL
 LG0425
 LG0425  NGVD 29 (??/??/92)  455.764  (m)         1495.29   (f) ADJ UNCH    1 2
 LG0425
 LG0425.Superseded values are not recommended for survey control.
 LG0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0425.See file dsdata.txt to determine how the superseded data were derived.
 LG0425
 LG0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL564018(NAD 83)
 LG0425_MARKER: DB = BENCH MARK DISK
 LG0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0425_STAMPING: 1495.099 C 14 1933
 LG0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0425+STABILITY: SURFACE MOTION
 LG0425
 LG0425  HISTORY     - Date     Condition        Report By
 LG0425  HISTORY     - 1933     MONUMENTED       CGS
 LG0425  HISTORY     - 1961     MARK NOT FOUND   NGS
 LG0425
 LG0425                          STATION DESCRIPTION
 LG0425
 LG0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0425'1.8 MI W FROM DORCHESTER.
 LG0425'1.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0425'FROM THE STATION AT DORCHESTER, SALINE COUNTY, 330 FEET EAST OF
 LG0425'MILEPOST 90, AT A FARMROAD CROSSING, 56 FEET NORTHEAST OF THE
 LG0425'CENTER OF THE CROSSING, 41 FEET EAST OF THE CENTERLINE OF THE
 LG0425'ROAD, 44 FEET NORTH OF THE CENTERLINE OF THE TRACK, 33 FEET
 LG0425'EAST OF A FENCE CORNER, 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 LG0425'FENCE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 LG0425'DISK, STAMPED 1495.099 C 14 1933 AND SET IN THE TOP OF A CONCRETE
 LG0425'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0600 ***********************************************************************
 NM0600  DESIGNATION -  C 140
 NM0600  PID         -  NM0600
 NM0600  STATE/COUNTY-  NE/THURSTON
 NM0600  USGS QUAD   -  THURSTON (1966)
 NM0600
 NM0600                         *CURRENT SURVEY CONTROL
 NM0600  ___________________________________________________________________
 NM0600* NAD 83(1986)-  42 09 47.     (N)    096 42 15.     (W)     SCALED    
 NM0600* NAVD 88     -       411.144  (meters)    1348.89   (feet)  ADJUSTED  
 NM0600  ___________________________________________________________________
 NM0600  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 NM0600  DYNAMIC HT  -         411.000 (meters)    1348.42  (feet)  COMP
 NM0600  MODELED GRAV-     980,259.2   (mgal)                       NAVD 88
 NM0600
 NM0600  VERT ORDER  -  SECOND    CLASS 0
 NM0600
 NM0600.The horizontal coordinates were scaled from a topographic map and have
 NM0600.an estimated accuracy of +/- 6 seconds.
 NM0600
 NM0600.The orthometric height was determined by differential leveling
 NM0600.and adjusted by the National Geodetic Survey in June 1991..
 NM0600
 NM0600.The geoid height was determined by GEOID03.
 NM0600
 NM0600.The dynamic height is computed by dividing the NAVD 88
 NM0600.geopotential number by the normal gravity value computed on the
 NM0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0600.degrees latitude (g = 980.6199 gals.).
 NM0600
 NM0600.The modeled gravity was interpolated from observed gravity values.
 NM0600
 NM0600;                    North         East    Units  Estimated Accuracy
 NM0600;SPC NE       -   263,850.      772,220.      MT  (+/- 180 meters Scaled)
 NM0600
 NM0600                          SUPERSEDED SURVEY CONTROL
 NM0600
 NM0600  NGVD 29 (??/??/92)  410.986  (m)         1348.38   (f) ADJ UNCH    2 0
 NM0600
 NM0600.Superseded values are not recommended for survey control.
 NM0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0600.See file dsdata.txt to determine how the superseded data were derived.
 NM0600
 NM0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM896704(NAD 83)
 NM0600_MARKER: DB = BENCH MARK DISK
 NM0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0600_STAMPING: C 140 1935
 NM0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0600+STABILITY: SURFACE MOTION
 NM0600
 NM0600  HISTORY     - Date     Condition        Report By
 NM0600  HISTORY     - 1935     MONUMENTED       CGS
 NM0600  HISTORY     - 1947     MARK NOT FOUND   NGS
 NM0600
 NM0600                          STATION DESCRIPTION
 NM0600
 NM0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM0600'1.6 MI S FROM THURSTON.
 NM0600'1.6 MILES SOUTH ALONG THE CHICAGO, ST. PAUL, MINNESOTA AND
 NM0600'OMAHA RAILWAY FROM THE STATION AT THURSTON, THURSTON COUNTY,
 NM0600'AT A ROAD CROSSING, 72 FEET NORTHEAST OF THE CENTER OF THE
 NM0600'CROSSING, 51 FEET EAST OF THE EAST RAIL, AND 33 FEET NORTH OF
 NM0600'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 140 1935
 NM0600'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD MILEAGE
 NM0600'IN OLD DESCRIPTION RATHER CONFUSING.  MILEPOST 36-10 IS AT
 NM0600'THURSTON, AND ANY CROSSING NORTH OF MILE POST 37 DOES NOT FIT
 NM0600'THE OLD DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1213 ***********************************************************************
 NM1213  DESIGNATION -  C 141
 NM1213  PID         -  NM1213
 NM1213  STATE/COUNTY-  NE/STANTON
 NM1213  USGS QUAD   -  PILGER (1963)
 NM1213
 NM1213                         *CURRENT SURVEY CONTROL
 NM1213  ___________________________________________________________________
 NM1213* NAD 83(1986)-  42 00 23.     (N)    097 03 21.     (W)     SCALED    
 NM1213* NAVD 88     -       429.668  (meters)    1409.67   (feet)  ADJUSTED  
 NM1213  ___________________________________________________________________
 NM1213  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 NM1213  DYNAMIC HT  -         429.515 (meters)    1409.17  (feet)  COMP
 NM1213  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 NM1213
 NM1213  VERT ORDER  -  SECOND    CLASS 0
 NM1213
 NM1213.The horizontal coordinates were scaled from a topographic map and have
 NM1213.an estimated accuracy of +/- 6 seconds.
 NM1213
 NM1213.The orthometric height was determined by differential leveling
 NM1213.and adjusted by the National Geodetic Survey in June 1991..
 NM1213
 NM1213.The geoid height was determined by GEOID03.
 NM1213
 NM1213.The dynamic height is computed by dividing the NAVD 88
 NM1213.geopotential number by the normal gravity value computed on the
 NM1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1213.degrees latitude (g = 980.6199 gals.).
 NM1213
 NM1213.The modeled gravity was interpolated from observed gravity values.
 NM1213
 NM1213;                    North         East    Units  Estimated Accuracy
 NM1213;SPC NE       -   245,420.      743,780.      MT  (+/- 180 meters Scaled)
 NM1213
 NM1213                          SUPERSEDED SURVEY CONTROL
 NM1213
 NM1213  NGVD 29 (??/??/92)  429.510  (m)         1409.15   (f) ADJ UNCH    2 0
 NM1213
 NM1213.Superseded values are not recommended for survey control.
 NM1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1213.See file dsdata.txt to determine how the superseded data were derived.
 NM1213
 NM1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM609523(NAD 83)
 NM1213_MARKER: DB = BENCH MARK DISK
 NM1213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1213_SP_SET: WATER TOWER
 NM1213_STAMPING: C 141 1935
 NM1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1213
 NM1213  HISTORY     - Date     Condition        Report By
 NM1213  HISTORY     - 1935     MONUMENTED       CGS
 NM1213  HISTORY     - 1963     GOOD             USGS
 NM1213
 NM1213                          STATION DESCRIPTION
 NM1213
 NM1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1213'AT PILGER.
 NM1213'AT PILGER, STANTON COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NM1213'RAILWAY, 490 FT W OF THE STATION, 46 FT S OF THE S RAIL, IN THE
 NM1213'BASE OF THE WATER TOWER, 4.5 FT S OF THE N AND OF THE E FOUNDATION,
 NM1213'AND ABOUT 1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED C
 NM1213'141 1935.  NOTE-- WATER TOWER HAS BEEN REMOVED IN WHICH TABLET
 NM1213'WAS SET.
 NM1213
 NM1213                          STATION RECOVERY (1963)
 NM1213
 NM1213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0654 ***********************************************************************
 LG0654  DESIGNATION -  C 15
 LG0654  PID         -  LG0654
 LG0654  STATE/COUNTY-  NE/CLAY
 LG0654  USGS QUAD   -  SARONVILLE (1969)
 LG0654
 LG0654                         *CURRENT SURVEY CONTROL
 LG0654  ___________________________________________________________________
 LG0654* NAD 83(1986)-  40 35 59.     (N)    097 53 58.     (W)     SCALED    
 LG0654* NAVD 88     -       524.418  (meters)    1720.53   (feet)  ADJUSTED  
 LG0654  ___________________________________________________________________
 LG0654  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 LG0654  DYNAMIC HT  -         524.129 (meters)    1719.58  (feet)  COMP
 LG0654  MODELED GRAV-     980,057.0   (mgal)                       NAVD 88
 LG0654
 LG0654  VERT ORDER  -  FIRST     CLASS II
 LG0654
 LG0654.The horizontal coordinates were scaled from a topographic map and have
 LG0654.an estimated accuracy of +/- 6 seconds.
 LG0654
 LG0654.The orthometric height was determined by differential leveling
 LG0654.and adjusted by the National Geodetic Survey in June 1991..
 LG0654
 LG0654.The geoid height was determined by GEOID03.
 LG0654
 LG0654.The dynamic height is computed by dividing the NAVD 88
 LG0654.geopotential number by the normal gravity value computed on the
 LG0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0654.degrees latitude (g = 980.6199 gals.).
 LG0654
 LG0654.The modeled gravity was interpolated from observed gravity values.
 LG0654
 LG0654;                    North         East    Units  Estimated Accuracy
 LG0654;SPC NE       -    87,250.      677,740.      MT  (+/- 180 meters Scaled)
 LG0654
 LG0654                          SUPERSEDED SURVEY CONTROL
 LG0654
 LG0654  NGVD 29 (??/??/92)  524.215  (m)         1719.86   (f) ADJ UNCH    1 2
 LG0654
 LG0654.Superseded values are not recommended for survey control.
 LG0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0654.See file dsdata.txt to determine how the superseded data were derived.
 LG0654
 LG0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK931949(NAD 83)
 LG0654_MARKER: DB = BENCH MARK DISK
 LG0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0654_SP_SET: CONCRETE POST
 LG0654_STAMPING: C 15 1933 1719.859
 LG0654_MARK LOGO: CGS   
 LG0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0654+STABILITY: SURFACE MOTION
 LG0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0654+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1991
 LG0654
 LG0654  HISTORY     - Date     Condition        Report By
 LG0654  HISTORY     - 1933     MONUMENTED       CGS
 LG0654  HISTORY     - 1934     GOOD             NGS
 LG0654  HISTORY     - 19911006 GOOD             NGS
 LG0654
 LG0654                          STATION DESCRIPTION
 LG0654
 LG0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LG0654'2.2 MI W FROM SUTTON.
 LG0654'2.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0654'FROM THE STATION AT SUTTON, CLAY COUNTY, 975 FEET WEST OF
 LG0654'MILEPOST 130, 380 FEET EAST OF A ROAD CROSSING, 25.3 FEET NORTH
 LG0654'OF THE CENTERLINE OF THE TRACK, AND 73.5 FEET SOUTH OF THE
 LG0654'NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1719.859
 LG0654'C 15 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0654'3 INCHES ABOVE GROUND.
 LG0654
 LG0654                          STATION RECOVERY (1991)
 LG0654
 LG0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0654'28.3 KM (17.60 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0654'OF U.S. HIGHWAY 81 IN FAIRMONT, THENCE 1.9 KM (1.20 MI) NORTHERLY
 LG0654'ALONG A GRAVELED ROAD, 115.8 M (379.9 FT) EAST OF THE ROAD CENTER,
 LG0654'6.5 M (21.3 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG0654'RAILROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT)
 LG0654'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 LG0654'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0287 ***********************************************************************
 LJ0287  DESIGNATION -  C 158
 LJ0287  PID         -  LJ0287
 LJ0287  STATE/COUNTY-  NE/CHASE
 LJ0287  USGS QUAD   -  LAMAR (1973)
 LJ0287
 LJ0287                         *CURRENT SURVEY CONTROL
 LJ0287  ___________________________________________________________________
 LJ0287* NAD 83(1986)-  40 33 05.     (N)    101 58 06.     (W)     SCALED    
 LJ0287* NAVD 88     -      1066.052  (meters)    3497.54   (feet)  ADJUSTED  
 LJ0287  ___________________________________________________________________
 LJ0287  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 LJ0287  DYNAMIC HT  -        1065.302 (meters)    3495.08  (feet)  COMP
 LJ0287  MODELED GRAV-     979,884.7   (mgal)                       NAVD 88
 LJ0287
 LJ0287  VERT ORDER  -  SECOND    CLASS 0
 LJ0287
 LJ0287.The horizontal coordinates were scaled from a topographic map and have
 LJ0287.an estimated accuracy of +/- 6 seconds.
 LJ0287
 LJ0287.The orthometric height was determined by differential leveling
 LJ0287.and adjusted by the National Geodetic Survey in June 1991..
 LJ0287
 LJ0287.The geoid height was determined by GEOID03.
 LJ0287
 LJ0287.The dynamic height is computed by dividing the NAVD 88
 LJ0287.geopotential number by the normal gravity value computed on the
 LJ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0287.degrees latitude (g = 980.6199 gals.).
 LJ0287
 LJ0287.The modeled gravity was interpolated from observed gravity values.
 LJ0287
 LJ0287;                    North         East    Units  Estimated Accuracy
 LJ0287;SPC NE       -    81,620.      333,330.      MT  (+/- 180 meters Scaled)
 LJ0287
 LJ0287                          SUPERSEDED SURVEY CONTROL
 LJ0287
 LJ0287  NGVD 29 (??/??/92) 1065.614  (m)         3496.10   (f) ADJ UNCH    2 0
 LJ0287
 LJ0287.Superseded values are not recommended for survey control.
 LJ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0287.See file dsdata.txt to determine how the superseded data were derived.
 LJ0287
 LJ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK486931(NAD 83)
 LJ0287_MARKER: DB = BENCH MARK DISK
 LJ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0287_STAMPING: C 158 1934
 LJ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0287+STABILITY: SURFACE MOTION
 LJ0287
 LJ0287  HISTORY     - Date     Condition        Report By
 LJ0287  HISTORY     - 1934     MONUMENTED       CGS
 LJ0287  HISTORY     - 1968     MARK NOT FOUND   NGS
 LJ0287
 LJ0287                          STATION DESCRIPTION
 LJ0287
 LJ0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LJ0287'19.8 MI W FROM IMPERIAL.
 LJ0287'19.8 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, BURLINGTON
 LJ0287'AND QUINCY RAILROAD STATION AT IMPERIAL, CHASE COUNTY, AT AN
 LJ0287'EAST - WEST CROSS ROAD, 48 FEET SOUTH OF THE CENTER LINE OF THE
 LJ0287'T-ROAD LEADING EAST, AND 33 FEET EAST OF THE CENTER LINE OF THE
 LJ0287'HIGHWAY.  A STANDARD DISK, STAMPED, C 158 1934 AND SET IN THE
 LJ0287'TOP OF A CONCRETE POST.  NOTE-- ROAD IMPROVEMENT IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0210 ***********************************************************************
 LJ0210  DESIGNATION -  C 159
 LJ0210  PID         -  LJ0210
 LJ0210  STATE/COUNTY-  NE/HAYES
 LJ0210  USGS QUAD   -  PALISADE (1973)
 LJ0210
 LJ0210                         *CURRENT SURVEY CONTROL
 LJ0210  ___________________________________________________________________
 LJ0210* NAD 83(1986)-  40 21 03.     (N)    101 07 07.     (W)     SCALED    
 LJ0210* NAVD 88     -       845.198  (meters)    2772.95   (feet)  ADJUSTED  
 LJ0210  ___________________________________________________________________
 LJ0210  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 LJ0210  DYNAMIC HT  -         844.636 (meters)    2771.11  (feet)  COMP
 LJ0210  MODELED GRAV-     979,932.6   (mgal)                       NAVD 88
 LJ0210
 LJ0210  VERT ORDER  -  SECOND    CLASS 0
 LJ0210
 LJ0210.The horizontal coordinates were scaled from a topographic map and have
 LJ0210.an estimated accuracy of +/- 6 seconds.
 LJ0210
 LJ0210.The orthometric height was determined by differential leveling
 LJ0210.and adjusted by the National Geodetic Survey in June 1991..
 LJ0210
 LJ0210.The geoid height was determined by GEOID03.
 LJ0210
 LJ0210.The dynamic height is computed by dividing the NAVD 88
 LJ0210.geopotential number by the normal gravity value computed on the
 LJ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0210.degrees latitude (g = 980.6199 gals.).
 LJ0210
 LJ0210.The modeled gravity was interpolated from observed gravity values.
 LJ0210
 LJ0210;                    North         East    Units  Estimated Accuracy
 LJ0210;SPC NE       -    58,070.      404,980.      MT  (+/- 180 meters Scaled)
 LJ0210
 LJ0210                          SUPERSEDED SURVEY CONTROL
 LJ0210
 LJ0210  NGVD 29 (??/??/92)  844.864  (m)         2771.86   (f) ADJ UNCH    2 0
 LJ0210
 LJ0210.Superseded values are not recommended for survey control.
 LJ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0210.See file dsdata.txt to determine how the superseded data were derived.
 LJ0210
 LJ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK200688(NAD 83)
 LJ0210_MARKER: DB = BENCH MARK DISK
 LJ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0210_STAMPING: C-159 1934
 LJ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0210+STABILITY: SURFACE MOTION
 LJ0210
 LJ0210  HISTORY     - Date     Condition        Report By
 LJ0210  HISTORY     - 1934     MONUMENTED       CGS
 LJ0210
 LJ0210                          STATION DESCRIPTION
 LJ0210
 LJ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0210'0.6 MI W FROM PALISADE.
 LJ0210'0.6 MILES WEST OF RAILROAD STATION AT PALISADE ON CHICAGO,
 LJ0210'BURLINGTON AND QUINCY RAILROAD UNDER TELEPHONE LINE.  42 FEET
 LJ0210'SOUTH OF CENTER LINE OF U.S. HIGHWAY 6, AND 24 FEET NORTH
 LJ0210'CENTER LINE OF TRACKS.  2 TELEGRAPH POLES WEST OF SIGN READING
 LJ0210'PALISADE.  MARK IS AT INTERSECTION OF U.S. HIGHWAY 6 AND THE
 LJ0210'CHICAGO, BURLINGTON AND QUINCY RAILROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0546 ***********************************************************************
 LH0546  DESIGNATION -  C 16
 LH0546  PID         -  LH0546
 LH0546  STATE/COUNTY-  NE/BUFFALO
 LH0546  USGS QUAD   -  MILLER (1962)
 LH0546
 LH0546                         *CURRENT SURVEY CONTROL
 LH0546  ___________________________________________________________________
 LH0546* NAD 83(1986)-  40 54 38.     (N)    099 23 13.     (W)     SCALED    
 LH0546* NAVD 88     -       711.398  (meters)    2333.98   (feet)  ADJUSTED  
 LH0546  ___________________________________________________________________
 LH0546  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 LH0546  DYNAMIC HT  -         710.996 (meters)    2332.66  (feet)  COMP
 LH0546  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 LH0546
 LH0546  VERT ORDER  -  FIRST     CLASS II
 LH0546
 LH0546.The horizontal coordinates were scaled from a topographic map and have
 LH0546.an estimated accuracy of +/- 6 seconds.
 LH0546
 LH0546.The orthometric height was determined by differential leveling
 LH0546.and adjusted by the National Geodetic Survey in June 1991..
 LH0546
 LH0546.The geoid height was determined by GEOID03.
 LH0546
 LH0546.The dynamic height is computed by dividing the NAVD 88
 LH0546.geopotential number by the normal gravity value computed on the
 LH0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0546.degrees latitude (g = 980.6199 gals.).
 LH0546
 LH0546.The modeled gravity was interpolated from observed gravity values.
 LH0546
 LH0546;                    North         East    Units  Estimated Accuracy
 LH0546;SPC NE       -   119,780.      551,630.      MT  (+/- 180 meters Scaled)
 LH0546
 LH0546                          SUPERSEDED SURVEY CONTROL
 LH0546
 LH0546  NGVD 29 (??/??/92)  711.141  (m)         2333.14   (f) ADJ UNCH    1 2
 LH0546
 LH0546.Superseded values are not recommended for survey control.
 LH0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0546.See file dsdata.txt to determine how the superseded data were derived.
 LH0546
 LH0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML674289(NAD 83)
 LH0546_MARKER: DB = BENCH MARK DISK
 LH0546_SETTING: 0 = UNSPECIFIED SETTING
 LH0546_STAMPING: C 16 1933
 LH0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0546
 LH0546  HISTORY     - Date     Condition        Report By
 LH0546  HISTORY     - 1933     MONUMENTED       CGS
 LH0546  HISTORY     - 1967     GOOD             NGS
 LH0546
 LH0546                          STATION DESCRIPTION
 LH0546
 LH0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LH0546'1.5 MI S FROM MILLER.
 LH0546'TO REACH FROM THE RAILROAD CROSSING IN MILLER, GO SOUTH ON
 LH0546'U.S. HIGHWAY 183 FOR 1.5 MILES TO SIDE ROAD ON THE LEFT LEADING
 LH0546'TO A FARMHOUSE AND THE MARK ON THE LEFT.  THE MARK IS 108
 LH0546'FEET EAST OF NEW U.S. HIGHWAY 183, 74 FEET SOUTH OF THE CENTER
 LH0546'OF A FARM ROAD, 28 FEET WEST OF THE CENTER OF OLD HIGHWAY 183,
 LH0546'6 FEET SOUTH OF THE EAST ONE OF TWO POWERLINE POLES, 1 FOOT
 LH0546'NORTH OF A METAL WITNESS POST, AND IS FLUSH WITH THE SURFACE
 LH0546'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0246 ***********************************************************************
 MM0246  DESIGNATION -  C 160 RESET
 MM0246  PID         -  MM0246
 MM0246  STATE/COUNTY-  NE/KEITH
 MM0246  USGS QUAD   -  OGALLALA SW (1971)
 MM0246
 MM0246                         *CURRENT SURVEY CONTROL
 MM0246  ___________________________________________________________________
 MM0246* NAD 83(1986)-  41 02 13.     (N)    101 43 40.     (W)     SCALED    
 MM0246* NAVD 88     -      1044.53   (meters)    3426.9    (feet)  RESET     
 MM0246  ___________________________________________________________________
 MM0246  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 MM0246
 MM0246  VERT ORDER  -  THIRD
 MM0246
 MM0246.The horizontal coordinates were scaled from a topographic map and have
 MM0246.an estimated accuracy of +/- 6 seconds.
 MM0246
 MM0246.The orthometric height was computed from unverified reset data.
 MM0246
 MM0246.The geoid height was determined by GEOID03.
 MM0246
 MM0246;                    North         East    Units  Estimated Accuracy
 MM0246;SPC NE       -   135,080.      354,770.      MT  (+/- 180 meters Scaled)
 MM0246
 MM0246                          SUPERSEDED SURVEY CONTROL
 MM0246
 MM0246.No superseded survey control is available for this station.
 MM0246
 MM0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL707464(NAD 83)
 MM0246_MARKER: DB = BENCH MARK DISK
 MM0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0246_STAMPING: C 160 RESET 1972
 MM0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0246+STABILITY: SURFACE MOTION
 MM0246
 MM0246  HISTORY     - Date     Condition        Report By
 MM0246  HISTORY     - 1972     MONUMENTED       NGS
 MM0246
 MM0246                          STATION DESCRIPTION
 MM0246
 MM0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MM0246'6.4 MI S FROM OGALLALA.
 MM0246'TO REACH THE BENCH MARK FROM THE JUNCTION OF STATE HIGHWAY 61
 MM0246'AND INTERSTATE HIGHWAY 80 AT THE SOUTH SIDE OF OGALLALA, GO SOUTH
 MM0246'ON HIGHWAY 61 FOR 5.85 MILES TO THE BENCH MARK ON THE LEFT.
 MM0246'(THIS MILEAGE WILL BE SHORTEN 0.1 TO 0.2 MILE WHEN THE CONSTRUCTION
 MM0246'OF THE HIGHWAY IS COMPLETED AS A CURVE IS BEING TAKEN OUT OF
 MM0246'OLD HIGHWAY 61.)  THE BENCH MARK IS A STANDARD DISK STAMPED
 MM0246'C 160 RESET 1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 MM0246'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 MM0246'IS 74 FEET EAST OF THE NEW CENTER OF HIGHWAY 61, 3.5 FEET NORTH
 MM0246'OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0272 ***********************************************************************
 LJ0272  DESIGNATION -  C 161
 LJ0272  PID         -  LJ0272
 LJ0272  STATE/COUNTY-  NE/PERKINS
 LJ0272  USGS QUAD   -  BRANDON (1961)
 LJ0272
 LJ0272                         *CURRENT SURVEY CONTROL
 LJ0272  ___________________________________________________________________
 LJ0272* NAD 83(1986)-  40 47 08.     (N)    101 58 36.     (W)     SCALED    
 LJ0272* NAVD 88     -      1082.705  (meters)    3552.17   (feet)  ADJUSTED  
 LJ0272  ___________________________________________________________________
 LJ0272  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 LJ0272  DYNAMIC HT  -        1081.971 (meters)    3549.77  (feet)  COMP
 LJ0272  MODELED GRAV-     979,909.2   (mgal)                       NAVD 88
 LJ0272
 LJ0272  VERT ORDER  -  SECOND    CLASS 0
 LJ0272
 LJ0272.The horizontal coordinates were scaled from a topographic map and have
 LJ0272.an estimated accuracy of +/- 6 seconds.
 LJ0272
 LJ0272.The orthometric height was determined by differential leveling
 LJ0272.and adjusted by the National Geodetic Survey in June 1991..
 LJ0272
 LJ0272.The geoid height was determined by GEOID03.
 LJ0272
 LJ0272.The dynamic height is computed by dividing the NAVD 88
 LJ0272.geopotential number by the normal gravity value computed on the
 LJ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0272.degrees latitude (g = 980.6199 gals.).
 LJ0272
 LJ0272.The modeled gravity was interpolated from observed gravity values.
 LJ0272
 LJ0272;                    North         East    Units  Estimated Accuracy
 LJ0272;SPC NE       -   107,630.      333,210.      MT  (+/- 180 meters Scaled)
 LJ0272
 LJ0272                          SUPERSEDED SURVEY CONTROL
 LJ0272
 LJ0272  NGVD 29 (??/??/92) 1082.264  (m)         3550.73   (f) ADJ UNCH    2 0
 LJ0272
 LJ0272.Superseded values are not recommended for survey control.
 LJ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0272.See file dsdata.txt to determine how the superseded data were derived.
 LJ0272
 LJ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL488192(NAD 83)
 LJ0272_MARKER: DB = BENCH MARK DISK
 LJ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0272_STAMPING: C 161 1934
 LJ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0272+STABILITY: SURFACE MOTION
 LJ0272
 LJ0272  HISTORY     - Date     Condition        Report By
 LJ0272  HISTORY     - 1934     MONUMENTED       CGS
 LJ0272  HISTORY     - 1941     GOOD             NGS
 LJ0272  HISTORY     - 1960     GOOD             USGS
 LJ0272
 LJ0272                          STATION DESCRIPTION
 LJ0272
 LJ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0272'3.7 MI E FROM VENANGO.
 LJ0272'3.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0272'FROM THE POST OFFICE AT VENANGO, PERKINS COUNTY, 4 POLES EAST
 LJ0272'OF MILEPOST 158, 36 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LJ0272'36 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 23, AND 30 FEET
 LJ0272'SOUTHWEST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED C 161
 LJ0272'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0272
 LJ0272                          STATION RECOVERY (1960)
 LJ0272
 LJ0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LJ0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0242 ***********************************************************************
 LJ0242  DESIGNATION -  C 162
 LJ0242  PID         -  LJ0242
 LJ0242  STATE/COUNTY-  NE/DUNDY
 LJ0242  USGS QUAD   -  OUGH (1973)
 LJ0242
 LJ0242                         *CURRENT SURVEY CONTROL
 LJ0242  ___________________________________________________________________
 LJ0242* NAD 83(1986)-  40 16 42.     (N)    101 30 43.     (W)     SCALED    
 LJ0242* NAVD 88     -      1012.505  (meters)    3321.86   (feet)  ADJUSTED  
 LJ0242  ___________________________________________________________________
 LJ0242  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 LJ0242  DYNAMIC HT  -        1011.786 (meters)    3319.50  (feet)  COMP
 LJ0242  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 LJ0242
 LJ0242  VERT ORDER  -  SECOND    CLASS 0
 LJ0242
 LJ0242.The horizontal coordinates were scaled from a topographic map and have
 LJ0242.an estimated accuracy of +/- 6 seconds.
 LJ0242
 LJ0242.The orthometric height was determined by differential leveling
 LJ0242.and adjusted by the National Geodetic Survey in June 1991..
 LJ0242
 LJ0242.The geoid height was determined by GEOID03.
 LJ0242
 LJ0242.The dynamic height is computed by dividing the NAVD 88
 LJ0242.geopotential number by the normal gravity value computed on the
 LJ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0242.degrees latitude (g = 980.6199 gals.).
 LJ0242
 LJ0242.The modeled gravity was interpolated from observed gravity values.
 LJ0242
 LJ0242;                    North         East    Units  Estimated Accuracy
 LJ0242;SPC NE       -    50,530.      371,440.      MT  (+/- 180 meters Scaled)
 LJ0242
 LJ0242                          SUPERSEDED SURVEY CONTROL
 LJ0242
 LJ0242  NGVD 29 (??/??/92) 1012.125  (m)         3320.61   (f) ADJ UNCH    2 0
 LJ0242
 LJ0242.Superseded values are not recommended for survey control.
 LJ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0242.See file dsdata.txt to determine how the superseded data were derived.
 LJ0242
 LJ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK864616(NAD 83)
 LJ0242_MARKER: DB = BENCH MARK DISK
 LJ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0242_STAMPING: C 162 1934
 LJ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0242+STABILITY: SURFACE MOTION
 LJ0242
 LJ0242  HISTORY     - Date     Condition        Report By
 LJ0242  HISTORY     - 1934     MONUMENTED       CGS
 LJ0242  HISTORY     - 1941     GOOD             NGS
 LJ0242  HISTORY     - 1973     MARK NOT FOUND   USGS
 LJ0242
 LJ0242                          STATION DESCRIPTION
 LJ0242
 LJ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0242'13.1 MI S FROM ENDERS.
 LJ0242'IN DUNDY COUNTY, 13.1 MILES SOUTH ALONG OLD STATE HIGHWAY 61
 LJ0242'FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT
 LJ0242'ENDERS, CHASE COUNTY, NEAR A SCHOOLHOUSE, IN THE SOUTHWEST
 LJ0242'CORNER SECTION 28, T 4 N, R 37 W, 24 FEET NORTH OF THE CENTERLINE
 LJ0242'OF A CROSS ROAD, AND 45 FEET EAST OF THE CENTERLINE OF THE
 LJ0242'HIGHWAY.  A STANDARD DISK, STAMPED C 162 1934 AND SET
 LJ0242'IN THE TOP OF A CONCRETE POST.
 LJ0242
 LJ0242                          STATION RECOVERY (1973)
 LJ0242
 LJ0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LJ0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0164 ***********************************************************************
 LJ0164  DESIGNATION -  C 163
 LJ0164  PID         -  LJ0164
 LJ0164  STATE/COUNTY-  NE/LINCOLN
 LJ0164  USGS QUAD   -  WALLACE (1973)
 LJ0164
 LJ0164                         *CURRENT SURVEY CONTROL
 LJ0164  ___________________________________________________________________
 LJ0164* NAD 83(1986)-  40 50 08.     (N)    101 10 11.     (W)     SCALED    
 LJ0164* NAVD 88     -       945.742  (meters)    3102.82   (feet)  ADJUSTED  
 LJ0164  ___________________________________________________________________
 LJ0164  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 LJ0164  DYNAMIC HT  -         945.130 (meters)    3100.81  (feet)  COMP
 LJ0164  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 LJ0164
 LJ0164  VERT ORDER  -  SECOND    CLASS 0
 LJ0164
 LJ0164.The horizontal coordinates were scaled from a topographic map and have
 LJ0164.an estimated accuracy of +/- 6 seconds.
 LJ0164
 LJ0164.The orthometric height was determined by differential leveling
 LJ0164.and adjusted by the National Geodetic Survey in June 1991..
 LJ0164
 LJ0164.The geoid height was determined by GEOID03.
 LJ0164
 LJ0164.The dynamic height is computed by dividing the NAVD 88
 LJ0164.geopotential number by the normal gravity value computed on the
 LJ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0164.degrees latitude (g = 980.6199 gals.).
 LJ0164
 LJ0164.The modeled gravity was interpolated from observed gravity values.
 LJ0164
 LJ0164;                    North         East    Units  Estimated Accuracy
 LJ0164;SPC NE       -   111,940.      401,370.      MT  (+/- 180 meters Scaled)
 LJ0164
 LJ0164                          SUPERSEDED SURVEY CONTROL
 LJ0164
 LJ0164  NGVD 29 (??/??/92)  945.354  (m)         3101.55   (f) ADJ UNCH    2 0
 LJ0164
 LJ0164.Superseded values are not recommended for survey control.
 LJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0164.See file dsdata.txt to determine how the superseded data were derived.
 LJ0164
 LJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL170227(NAD 83)
 LJ0164_MARKER: DB = BENCH MARK DISK
 LJ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0164_STAMPING: C-163 1934
 LJ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0164+STABILITY: SURFACE MOTION
 LJ0164
 LJ0164  HISTORY     - Date     Condition        Report By
 LJ0164  HISTORY     - 1934     MONUMENTED       CGS
 LJ0164  HISTORY     - 1941     GOOD             NGS
 LJ0164
 LJ0164                          STATION DESCRIPTION
 LJ0164
 LJ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0164'AT WALLACE.
 LJ0164'ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT THE WEST SIDE
 LJ0164'OF TOWN.  IN A TRIANGLE FORMED BY HIGHWAY 23 AND T-ROAD NORTH.  45
 LJ0164'FEET EAST OF CENTERLINE OF T-ROAD NORTH, AND 118 FEET SOUTH OF
 LJ0164'CENTER LINE OF TRACKS.
 LJ0164
 LJ0164                          STATION RECOVERY (1941)
 LJ0164
 LJ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LJ0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0165 ***********************************************************************
 LJ0165  DESIGNATION -  C 163 RESET
 LJ0165  PID         -  LJ0165
 LJ0165  STATE/COUNTY-  NE/LINCOLN
 LJ0165  USGS QUAD   -  WALLACE (1973)
 LJ0165
 LJ0165                         *CURRENT SURVEY CONTROL
 LJ0165  ___________________________________________________________________
 LJ0165* NAD 83(1986)-  40 50 07.     (N)    101 10 11.     (W)     SCALED    
 LJ0165* NAVD 88     -       945.46   (meters)    3101.9    (feet)  RESET     
 LJ0165  ___________________________________________________________________
 LJ0165  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 LJ0165
 LJ0165  VERT ORDER  -  THIRD
 LJ0165
 LJ0165.The horizontal coordinates were scaled from a topographic map and have
 LJ0165.an estimated accuracy of +/- 6 seconds.
 LJ0165
 LJ0165.The orthometric height was computed from unverified reset data.
 LJ0165
 LJ0165.The geoid height was determined by GEOID03.
 LJ0165
 LJ0165;                    North         East    Units  Estimated Accuracy
 LJ0165;SPC NE       -   111,910.      401,370.      MT  (+/- 180 meters Scaled)
 LJ0165
 LJ0165                          SUPERSEDED SURVEY CONTROL
 LJ0165
 LJ0165  NGVD 29 (??/??/??)  945.07   (m)         3100.6    (f) RESET       3  
 LJ0165
 LJ0165.Superseded values are not recommended for survey control.
 LJ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0165.See file dsdata.txt to determine how the superseded data were derived.
 LJ0165
 LJ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL170227(NAD 83)
 LJ0165_MARKER: DB = BENCH MARK DISK
 LJ0165_SETTING: 0 = UNSPECIFIED SETTING
 LJ0165_STAMPING: C 163 RESET 1960
 LJ0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0165
 LJ0165  HISTORY     - Date     Condition        Report By
 LJ0165  HISTORY     - 1960     MONUMENTED       NEDR
 LJ0165
 LJ0165                          STATION DESCRIPTION
 LJ0165
 LJ0165'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 LJ0165'AT WALLACE.
 LJ0165'THE MARK IS LOCATED AT THE WEST EDGE OF WALLACE, 45 FEET SOUTH OF
 LJ0165'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS, 65 FEET
 LJ0165'NORTH OF STATE HIGHWAY NO. 23, 142 FEET EAST OF AN INTERSECTION,
 LJ0165'10 FEET EAST OF A TELEPHONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0811 ***********************************************************************
 LH0811  DESIGNATION -  C 164
 LH0811  PID         -  LH0811
 LH0811  STATE/COUNTY-  NE/GOSPER
 LH0811  USGS QUAD   -  BERTRAND (1971)
 LH0811
 LH0811                         *CURRENT SURVEY CONTROL
 LH0811  ___________________________________________________________________
 LH0811* NAD 83(1986)-  40 34 21.     (N)    099 44 46.     (W)     SCALED    
 LH0811* NAVD 88     -       776.282  (meters)    2546.85   (feet)  ADJUSTED  
 LH0811  ___________________________________________________________________
 LH0811  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 LH0811  DYNAMIC HT  -         775.790 (meters)    2545.24  (feet)  COMP
 LH0811  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 LH0811
 LH0811  VERT ORDER  -  SECOND    CLASS 0
 LH0811
 LH0811.The horizontal coordinates were scaled from a topographic map and have
 LH0811.an estimated accuracy of +/- 6 seconds.
 LH0811
 LH0811.The orthometric height was determined by differential leveling
 LH0811.and adjusted by the National Geodetic Survey in June 1991..
 LH0811
 LH0811.The geoid height was determined by GEOID03.
 LH0811
 LH0811.The dynamic height is computed by dividing the NAVD 88
 LH0811.geopotential number by the normal gravity value computed on the
 LH0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0811.degrees latitude (g = 980.6199 gals.).
 LH0811
 LH0811.The modeled gravity was interpolated from observed gravity values.
 LH0811
 LH0811;                    North         East    Units  Estimated Accuracy
 LH0811;SPC NE       -    82,100.      521,490.      MT  (+/- 180 meters Scaled)
 LH0811
 LH0811                          SUPERSEDED SURVEY CONTROL
 LH0811
 LH0811  NGVD 29 (??/??/92)  775.973  (m)         2545.84   (f) ADJ UNCH    2 0
 LH0811
 LH0811.Superseded values are not recommended for survey control.
 LH0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0811.See file dsdata.txt to determine how the superseded data were derived.
 LH0811
 LH0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK368915(NAD 83)
 LH0811_MARKER: DB = BENCH MARK DISK
 LH0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0811_STAMPING: C 164 1934
 LH0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0811+STABILITY: SURFACE MOTION
 LH0811
 LH0811  HISTORY     - Date     Condition        Report By
 LH0811  HISTORY     - 1934     MONUMENTED       CGS
 LH0811  HISTORY     - 1960     MARK NOT FOUND   NGS
 LH0811
 LH0811                          STATION DESCRIPTION
 LH0811
 LH0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0811'AT SMITHFIELD.
 LH0811'AT SMITHFIELD, GOSPER COUTY, ON THE CHICAGO, BURLINGTON AND
 LH0811'QUINCY RAILROAD, 7 POLES WEST OF THE STATION, 100 FEET WEST
 LH0811'OF MILEPOST 22, 110 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LH0811'AND 24 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 23.  A
 LH0811'STANDARD DISK, STAMPED C 164 1934 AND SET IN THE TOP OF A
 LH0811'CONCRETE POST.
 LH0811
 LH0811                          STATION RECOVERY (1960)
 LH0811
 LH0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LH0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0128 ***********************************************************************
 LJ0128  DESIGNATION -  C 165
 LJ0128  PID         -  LJ0128
 LJ0128  STATE/COUNTY-  NE/LINCOLN
 LJ0128  USGS QUAD   -  CURTIS NW (1981)
 LJ0128
 LJ0128                         *CURRENT SURVEY CONTROL
 LJ0128  ___________________________________________________________________
 LJ0128* NAD 83(1986)-  40 43 34.     (N)    100 39 47.     (W)     SCALED    
 LJ0128* NAVD 88     -       838.090  (meters)    2749.63   (feet)  ADJUSTED  
 LJ0128  ___________________________________________________________________
 LJ0128  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 LJ0128  DYNAMIC HT  -         837.562 (meters)    2747.90  (feet)  COMP
 LJ0128  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 LJ0128
 LJ0128  VERT ORDER  -  SECOND    CLASS 0
 LJ0128
 LJ0128.The horizontal coordinates were scaled from a topographic map and have
 LJ0128.an estimated accuracy of +/- 6 seconds.
 LJ0128
 LJ0128.The orthometric height was determined by differential leveling
 LJ0128.and adjusted by the National Geodetic Survey in June 1991..
 LJ0128
 LJ0128.The geoid height was determined by GEOID03.
 LJ0128
 LJ0128.The dynamic height is computed by dividing the NAVD 88
 LJ0128.geopotential number by the normal gravity value computed on the
 LJ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0128.degrees latitude (g = 980.6199 gals.).
 LJ0128
 LJ0128.The modeled gravity was interpolated from observed gravity values.
 LJ0128
 LJ0128;                    North         East    Units  Estimated Accuracy
 LJ0128;SPC NE       -    99,340.      444,000.      MT  (+/- 180 meters Scaled)
 LJ0128
 LJ0128                          SUPERSEDED SURVEY CONTROL
 LJ0128
 LJ0128  NGVD 29 (??/??/92)  837.725  (m)         2748.44   (f) ADJ UNCH    2 0
 LJ0128
 LJ0128.Superseded values are not recommended for survey control.
 LJ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0128.See file dsdata.txt to determine how the superseded data were derived.
 LJ0128
 LJ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL595096(NAD 83)
 LJ0128_MARKER: DB = BENCH MARK DISK
 LJ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0128_STAMPING: C 165 1934
 LJ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0128+STABILITY: SURFACE MOTION
 LJ0128
 LJ0128  HISTORY     - Date     Condition        Report By
 LJ0128  HISTORY     - 1934     MONUMENTED       CGS
 LJ0128  HISTORY     - 1939     GOOD             NGS
 LJ0128
 LJ0128                          STATION DESCRIPTION
 LJ0128
 LJ0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LJ0128'4.1 MI SE FROM WELLFLEET.
 LJ0128'4.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0128'RAILROAD FROM THE STATION AT WELLFLEET, LINCOLN COUNTY, AT A
 LJ0128'ROAD CROSSING, 40 FEET NORTH OF THE CENTERLINE OF THE TRACK, 36
 LJ0128'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 9 FEET SOUTH OF A
 LJ0128'WIRE FENCE.  A STANDARD DISK, STAMPED C 165 1934 AND SET IN THE
 LJ0128'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0699 ***********************************************************************
 LH0699  DESIGNATION -  C 166
 LH0699  PID         -  LH0699
 LH0699  STATE/COUNTY-  NE/PHELPS
 LH0699  USGS QUAD   -  HOLDREGE WEST (1970)
 LH0699
 LH0699                         *CURRENT SURVEY CONTROL
 LH0699  ___________________________________________________________________
 LH0699* NAD 83(1986)-  40 22 46.     (N)    099 27 27.     (W)     SCALED    
 LH0699* NAVD 88     -       720.897  (meters)    2365.14   (feet)  ADJUSTED  
 LH0699  ___________________________________________________________________
 LH0699  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 LH0699  DYNAMIC HT  -         720.452 (meters)    2363.68  (feet)  COMP
 LH0699  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 LH0699
 LH0699  VERT ORDER  -  SECOND    CLASS 0
 LH0699
 LH0699.The horizontal coordinates were scaled from a topographic map and have
 LH0699.an estimated accuracy of +/- 6 seconds.
 LH0699
 LH0699.The orthometric height was determined by differential leveling
 LH0699.and adjusted by the National Geodetic Survey in June 1991..
 LH0699
 LH0699.The geoid height was determined by GEOID03.
 LH0699
 LH0699.The dynamic height is computed by dividing the NAVD 88
 LH0699.geopotential number by the normal gravity value computed on the
 LH0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0699.degrees latitude (g = 980.6199 gals.).
 LH0699
 LH0699.The modeled gravity was interpolated from observed gravity values.
 LH0699
 LH0699;                    North         East    Units  Estimated Accuracy
 LH0699;SPC NE       -    60,780.      546,060.      MT  (+/- 180 meters Scaled)
 LH0699
 LH0699                          SUPERSEDED SURVEY CONTROL
 LH0699
 LH0699  NGVD 29 (??/??/92)  720.619  (m)         2364.23   (f) ADJ UNCH    2 0
 LH0699
 LH0699.Superseded values are not recommended for survey control.
 LH0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0699.See file dsdata.txt to determine how the superseded data were derived.
 LH0699
 LH0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK611699(NAD 83)
 LH0699_MARKER: DB = BENCH MARK DISK
 LH0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0699_STAMPING: C 166 1934
 LH0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0699+STABILITY: SURFACE MOTION
 LH0699
 LH0699  HISTORY     - Date     Condition        Report By
 LH0699  HISTORY     - 1934     MONUMENTED       CGS
 LH0699  HISTORY     - 1975     GOOD             NGS
 LH0699
 LH0699                          STATION DESCRIPTION
 LH0699
 LH0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0699'1.1 MI NE FROM ATLANTA.
 LH0699'1.1 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0699'RAILROAD FROM THE STATION AT ATLANTA, PHELPS COUNTY, AT A ROAD
 LH0699'CROSSING, 42 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 39
 LH0699'FEET WEST OF THE CENTER LINE OF THE TRACK, AND 84 FEET EAST
 LH0699'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LH0699'C 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0699
 LH0699                          STATION RECOVERY (1975)
 LH0699
 LH0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LH0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0700 ***********************************************************************
 LH0700  DESIGNATION -  C 166 RESET
 LH0700  PID         -  LH0700
 LH0700  STATE/COUNTY-  NE/PHELPS
 LH0700  USGS QUAD   -  HOLDREGE WEST (1970)
 LH0700
 LH0700                         *CURRENT SURVEY CONTROL
 LH0700  ___________________________________________________________________
 LH0700* NAD 83(1986)-  40 22 47.     (N)    099 27 27.     (W)     SCALED    
 LH0700* NAVD 88     -       721.43   (+/-2cm)    2366.9    (feet)  VERTCON   
 LH0700  ___________________________________________________________________
 LH0700  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 LH0700
 LH0700  VERT ORDER  -  THIRD (See Below)
 LH0700
 LH0700.The horizontal coordinates were scaled from a topographic map and have
 LH0700.an estimated accuracy of +/- 6 seconds.
 LH0700
 LH0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0700.The vertical order pertains to the NGVD 29 superseded value.
 LH0700
 LH0700.The geoid height was determined by GEOID03.
 LH0700
 LH0700;                    North         East    Units  Estimated Accuracy
 LH0700;SPC NE       -    60,810.      546,060.      MT  (+/- 180 meters Scaled)
 LH0700
 LH0700                          SUPERSEDED SURVEY CONTROL
 LH0700
 LH0700  NGVD 29 (08/02/06)  721.15   (m)         2366.0    (f) RESET       3  
 LH0700
 LH0700.Superseded values are not recommended for survey control.
 LH0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0700.See file dsdata.txt to determine how the superseded data were derived.
 LH0700
 LH0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK611700(NAD 83)
 LH0700_MARKER: DB = BENCH MARK DISK
 LH0700_SETTING: 0 = UNSPECIFIED SETTING
 LH0700_STAMPING: X 166 RESET 1975
 LH0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0700
 LH0700  HISTORY     - Date     Condition        Report By
 LH0700  HISTORY     - 1975     MONUMENTED       NGS
 LH0700
 LH0700                          STATION DESCRIPTION
 LH0700
 LH0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LH0700'1.1 MI N FROM ATLANTA.
 LH0700'1.1 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0700'RAILROAD OR HIGHWAY 6 FROM THE MAIN INTERSECTION IN ATLANTA, AT
 LH0700'A ROAD CROSSING, 54 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 LH0700'39 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK, 3 FEET
 LH0700'NORTH OF A POWER POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LH0700'A 4-INCH CAST ALUMINUM BENCH MARK STAMPED C 166 RESET 1975 AND
 LH0700'SET FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0346 ***********************************************************************
 LH0346  DESIGNATION -  C 169 RESET
 LH0346  PID         -  LH0346
 LH0346  STATE/COUNTY-  NE/FRANKLIN
 LH0346  USGS QUAD   -  MACON (1973)
 LH0346
 LH0346                         *CURRENT SURVEY CONTROL
 LH0346  ___________________________________________________________________
 LH0346* NAD 83(1986)-  40 07 57.     (N)    098 57 07.     (W)     SCALED    
 LH0346* NAVD 88     -       614.55   (meters)    2016.2    (feet)  RESET     
 LH0346  ___________________________________________________________________
 LH0346  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 LH0346
 LH0346  VERT ORDER  -  THIRD
 LH0346
 LH0346.The horizontal coordinates were scaled from a topographic map and have
 LH0346.an estimated accuracy of +/- 6 seconds.
 LH0346
 LH0346.The orthometric height was computed from unverified reset data.
 LH0346
 LH0346.The geoid height was determined by GEOID03.
 LH0346
 LH0346;                    North         East    Units  Estimated Accuracy
 LH0346;SPC NE       -    33,760.      589,320.      MT  (+/- 180 meters Scaled)
 LH0346
 LH0346                          SUPERSEDED SURVEY CONTROL
 LH0346
 LH0346  NGVD 29 (??/??/??)  614.30   (m)         2015.4    (f) RESET       3  
 LH0346
 LH0346.Superseded values are not recommended for survey control.
 LH0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0346.See file dsdata.txt to determine how the superseded data were derived.
 LH0346
 LH0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK040424(NAD 83)
 LH0346_MARKER: DB = BENCH MARK DISK
 LH0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0346_STAMPING: C 169 RESET 1947
 LH0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0346+STABILITY: SURFACE MOTION
 LH0346
 LH0346  HISTORY     - Date     Condition        Report By
 LH0346  HISTORY     - 1947     MONUMENTED       NEDR
 LH0346
 LH0346                          STATION DESCRIPTION
 LH0346
 LH0346'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1947
 LH0346'3 MI N FROM FRANKLIN.
 LH0346'3.0 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO,
 LH0346'BURLINGTON AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN
 LH0346'COUNTY, NEAR A SECTION CORNER, AT THE INTERSECTION OF A COUNTY
 LH0346'ROAD, 52 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 LH0346'NORTH OF THE CENTER LINE OF THE COUNTY ROAD, NEAR A CULVERT,
 LH0346'29.8 FEET WEST AND 22 FEET SOUTH OF THE CENTER OF THE WEST
 LH0346'HEADWALL, AND AT A FENCE.  A STANDARD DISK, STAMPED C 169 RESET
 LH0346'1947 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0556 ***********************************************************************
 ML0556  DESIGNATION -  C 17
 ML0556  PID         -  ML0556
 ML0556  STATE/COUNTY-  NE/CUSTER
 ML0556  USGS QUAD   -  SARGENT SW (1978)
 ML0556
 ML0556                         *CURRENT SURVEY CONTROL
 ML0556  ___________________________________________________________________
 ML0556* NAD 83(1986)-  41 32 23.     (N)    099 23 08.     (W)     SCALED    
 ML0556* NAVD 88     -       749.994  (meters)    2460.61   (feet)  ADJUSTED  
 ML0556  ___________________________________________________________________
 ML0556  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 ML0556  DYNAMIC HT  -         749.610 (meters)    2459.35  (feet)  COMP
 ML0556  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 ML0556
 ML0556  VERT ORDER  -  FIRST     CLASS II
 ML0556
 ML0556.The horizontal coordinates were scaled from a topographic map and have
 ML0556.an estimated accuracy of +/- 6 seconds.
 ML0556
 ML0556.The orthometric height was determined by differential leveling
 ML0556.and adjusted by the National Geodetic Survey in June 1991..
 ML0556
 ML0556.The geoid height was determined by GEOID03.
 ML0556
 ML0556.The dynamic height is computed by dividing the NAVD 88
 ML0556.geopotential number by the normal gravity value computed on the
 ML0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0556.degrees latitude (g = 980.6199 gals.).
 ML0556
 ML0556.The modeled gravity was interpolated from observed gravity values.
 ML0556
 ML0556;                    North         East    Units  Estimated Accuracy
 ML0556;SPC NE       -   189,630.      551,250.      MT  (+/- 180 meters Scaled)
 ML0556
 ML0556                          SUPERSEDED SURVEY CONTROL
 ML0556
 ML0556  NGVD 29 (??/??/92)  749.738  (m)         2459.77   (f) ADJ UNCH    1 2
 ML0556
 ML0556.Superseded values are not recommended for survey control.
 ML0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0556.See file dsdata.txt to determine how the superseded data were derived.
 ML0556
 ML0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML678987(NAD 83)
 ML0556_MARKER: DB = BENCH MARK DISK
 ML0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0556+STABILITY: SURFACE MOTION
 ML0556
 ML0556  HISTORY     - Date     Condition        Report By
 ML0556  HISTORY     - UNK      MONUMENTED       CGS
 ML0556  HISTORY     - 1933     GOOD             NGS
 ML0556  HISTORY     - 1934     GOOD             NGS
 ML0556
 ML0556                          STATION DESCRIPTION
 ML0556
 ML0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0556'7.5 MI S FROM SARGENT.
 ML0556'7.5 MILES SOUTH.  MARK IS NORTHEAST OF WHITE WOODEN SCHOOL
 ML0556'BUILDING (COBURG DIST. 49)  IT IS 125 FT. NORTH OF CROSS-ROADS,
 ML0556'38 FT WEST OF CENTER OF HWY. 83, 6 FT. EAST AND 73 FT NORTH OF
 ML0556'THE NORTHEAST CORNER OF THE SCHOOL BUILDING, IT IS 45 FEET SOUTH
 ML0556'OF THE NORTHEAST CORNER OF THE SCHOOLGROUNDS.
 ML0556
 ML0556                          STATION RECOVERY (1934)
 ML0556
 ML0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ML0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0557 ***********************************************************************
 ML0557  DESIGNATION -  C 17 RESET
 ML0557  PID         -  ML0557
 ML0557  STATE/COUNTY-  NE/CUSTER
 ML0557  USGS QUAD   -  SARGENT SW (1978)
 ML0557
 ML0557                         *CURRENT SURVEY CONTROL
 ML0557  ___________________________________________________________________
 ML0557* NAD 83(1986)-  41 32 23.     (N)    099 23 09.     (W)     SCALED    
 ML0557* NAVD 88     -       750.14   (meters)    2461.1    (feet)  RESET     
 ML0557  ___________________________________________________________________
 ML0557  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 ML0557
 ML0557  VERT ORDER  -  THIRD
 ML0557
 ML0557.The horizontal coordinates were scaled from a topographic map and have
 ML0557.an estimated accuracy of +/- 6 seconds.
 ML0557
 ML0557.The orthometric height was computed from unverified reset data.
 ML0557
 ML0557.The geoid height was determined by GEOID03.
 ML0557
 ML0557;                    North         East    Units  Estimated Accuracy
 ML0557;SPC NE       -   189,630.      551,230.      MT  (+/- 180 meters Scaled)
 ML0557
 ML0557                          SUPERSEDED SURVEY CONTROL
 ML0557
 ML0557  NGVD 29 (??/??/??)  749.88   (m)         2460.2    (f) RESET       3  
 ML0557
 ML0557.Superseded values are not recommended for survey control.
 ML0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0557.See file dsdata.txt to determine how the superseded data were derived.
 ML0557
 ML0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML678987(NAD 83)
 ML0557_MARKER: DB = BENCH MARK DISK
 ML0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0557_STAMPING: C 17 RESET 1960
 ML0557_MARK LOGO: CGS   
 ML0557_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ML0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0557+STABILITY: SURFACE MOTION
 ML0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0557+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1998
 ML0557
 ML0557  HISTORY     - Date     Condition        Report By
 ML0557  HISTORY     - 1960     MONUMENTED       NEDR
 ML0557  HISTORY     - 19981029 GOOD             NEDR
 ML0557
 ML0557                          STATION DESCRIPTION
 ML0557
 ML0557'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 ML0557'7.5 MI S FROM SARGENT.
 ML0557'THIS MARK IS LOCATED ABOUT 7-1/2 MILES SOUTH ALONG U.S. HIGHWAY 183
 ML0557'FROM SARGENT, ABOUT 125 FEET NORTH OF A CROSS ROAD, 71 FEET WEST
 ML0557'OF THE CENTERLINE OF THE HIGHWAY, 34 FEET SOUTH OF A TELEPHONE
 ML0557'POLE, 3 FEET SOUTH OF A RIGHT-OF-WAY MARKER IN THE FENCE LINE AND
 ML0557'SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 ML0557
 ML0557                          STATION RECOVERY (1998)
 ML0557
 ML0557'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 ML0557'1.0 MI (1.6 KM) SOUTH ALONG U.S.  HIGHWAY 183 FROM ITS JUNCTION WITH
 ML0557'STATE ROAD 21G SPUR, WHICH IS ABOUT 6 MI (9.7 KM) SOUTH OF SARGENT, ON
 ML0557'THE WEST RIGHT-OF-WAY OF THE HIGHWAY, AT MILEPOST 107+65, AT A COUNTY
 ML0557'ROAD INTERSECTION AND IN THE SE 1/4, SEC9, T18N, R18W.  IT IS A
 ML0557'STANDARD DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, RECESSED
 ML0557'37 CM, THAT IS 63.5 M (208.3 FT) NORTH OF THE CENTERLINE OF A COUNTY
 ML0557'ROAD, 21.53 M (70.64 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.64 M
 ML0557'(2.10 FT) SOUTH-SOUTHWEST OF A WITNESS POST AND 0.55 M (1.80 FT) SOUTH
 ML0557'OF THE TOP, SOUTHWEST CORNER, OF A CONCRETE RIGHT-OF-WAY MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0308 ***********************************************************************
 LH0308  DESIGNATION -  C 170
 LH0308  PID         -  LH0308
 LH0308  STATE/COUNTY-  NE/WEBSTER
 LH0308  USGS QUAD   -  LAWRENCE (1969)
 LH0308
 LH0308                         *CURRENT SURVEY CONTROL
 LH0308  ___________________________________________________________________
 LH0308* NAD 83(1986)-  40 16 48.     (N)    098 17 35.     (W)     SCALED    
 LH0308* NAVD 88     -       589.367  (meters)    1933.61   (feet)  ADJUSTED  
 LH0308  ___________________________________________________________________
 LH0308  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 LH0308  DYNAMIC HT  -         589.010 (meters)    1932.44  (feet)  COMP
 LH0308  MODELED GRAV-     980,001.7   (mgal)                       NAVD 88
 LH0308
 LH0308  VERT ORDER  -  SECOND    CLASS 0
 LH0308
 LH0308.The horizontal coordinates were scaled from a topographic map and have
 LH0308.an estimated accuracy of +/- 6 seconds.
 LH0308
 LH0308.The orthometric height was determined by differential leveling
 LH0308.and adjusted by the National Geodetic Survey in June 1991..
 LH0308
 LH0308.The geoid height was determined by GEOID03.
 LH0308
 LH0308.The dynamic height is computed by dividing the NAVD 88
 LH0308.geopotential number by the normal gravity value computed on the
 LH0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0308.degrees latitude (g = 980.6199 gals.).
 LH0308
 LH0308.The modeled gravity was interpolated from observed gravity values.
 LH0308
 LH0308;                    North         East    Units  Estimated Accuracy
 LH0308;SPC NE       -    51,030.      645,140.      MT  (+/- 180 meters Scaled)
 LH0308
 LH0308                          SUPERSEDED SURVEY CONTROL
 LH0308
 LH0308  NGVD 29 (??/??/92)  589.132  (m)         1932.84   (f) ADJ UNCH    2 0
 LH0308
 LH0308.Superseded values are not recommended for survey control.
 LH0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0308.See file dsdata.txt to determine how the superseded data were derived.
 LH0308
 LH0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK600590(NAD 83)
 LH0308_MARKER: DB = BENCH MARK DISK
 LH0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0308_STAMPING: C 170 1934
 LH0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0308+STABILITY: SURFACE MOTION
 LH0308
 LH0308  HISTORY     - Date     Condition        Report By
 LH0308  HISTORY     - 1934     MONUMENTED       CGS
 LH0308  HISTORY     - 1969     MARK NOT FOUND   USGS
 LH0308
 LH0308                          STATION DESCRIPTION
 LH0308
 LH0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0308'10 MI E FROM BLUE HILL.
 LH0308'10.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0308'FROM THE STATION AT BLUE HILL, WEBSTER COUNTY, ABOUT 200 YARDS
 LH0308'NORTH OF A SCHOOL BUILDING, ABOUT 100 YARDS SOUTH OF A FARMHOUSE,
 LH0308'AT A ROAD CROSSING, 54 FEET SOUTH OF THE CENTERLINE OF THE
 LH0308'TRACK, AND IN LINE WITH THE CENTERLINE OF THE ROAD.  A STANDARD
 LH0308'DISK, STAMPED C 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0308
 LH0308                          STATION RECOVERY (1969)
 LH0308
 LH0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LH0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0559 ***********************************************************************
 LG0559  DESIGNATION -  C 171
 LG0559  PID         -  LG0559
 LG0559  STATE/COUNTY-  NE/THAYER
 LG0559  USGS QUAD   -  TOBIAS SW (1960)
 LG0559
 LG0559                         *CURRENT SURVEY CONTROL
 LG0559  ___________________________________________________________________
 LG0559* NAD 83(1986)-  40 15 22.     (N)    097 28 15.     (W)     SCALED    
 LG0559* NAVD 88     -       442.707  (meters)    1452.45   (feet)  ADJUSTED  
 LG0559  ___________________________________________________________________
 LG0559  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 LG0559  DYNAMIC HT  -         442.450 (meters)    1451.60  (feet)  COMP
 LG0559  MODELED GRAV-     980,031.9   (mgal)                       NAVD 88
 LG0559
 LG0559  VERT ORDER  -  SECOND    CLASS 0
 LG0559
 LG0559.The horizontal coordinates were scaled from a topographic map and have
 LG0559.an estimated accuracy of +/- 6 seconds.
 LG0559
 LG0559.The orthometric height was determined by differential leveling
 LG0559.and adjusted by the National Geodetic Survey in June 1991..
 LG0559
 LG0559.The geoid height was determined by GEOID03.
 LG0559
 LG0559.The dynamic height is computed by dividing the NAVD 88
 LG0559.geopotential number by the normal gravity value computed on the
 LG0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0559.degrees latitude (g = 980.6199 gals.).
 LG0559
 LG0559.The modeled gravity was interpolated from observed gravity values.
 LG0559
 LG0559;                    North         East    Units  Estimated Accuracy
 LG0559;SPC NE       -    50,090.      715,110.      MT  (+/- 180 meters Scaled)
 LG0559
 LG0559                          SUPERSEDED SURVEY CONTROL
 LG0559
 LG0559  NGVD 29 (??/??/92)  442.538  (m)         1451.89   (f) ADJ UNCH    2 0
 LG0559
 LG0559.Superseded values are not recommended for survey control.
 LG0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0559.See file dsdata.txt to determine how the superseded data were derived.
 LG0559
 LG0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK300573(NAD 83)
 LG0559_MARKER: DB = BENCH MARK DISK
 LG0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0559_SP_SET: CULVERT
 LG0559_STAMPING: C 171 1934
 LG0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0559
 LG0559  HISTORY     - Date     Condition        Report By
 LG0559  HISTORY     - 1934     MONUMENTED       CGS
 LG0559  HISTORY     - 1958     MARK NOT FOUND   USGS
 LG0559  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 LG0559
 LG0559                          STATION DESCRIPTION
 LG0559
 LG0559'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LG0559'4.5 MI W FROM ALEXANDRIA.
 LG0559'4.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0559'AT ALEXANDRIA, THAYER COUNTY, AT MILEPOST 172, AT CULVERT 172,
 LG0559'AND IN THE TOP OF THE SOUTH CONCRETE HEADWALL.  A STANDARD DISK,
 LG0559'STAMPED C 171 1934.  NOTE-- THE CULVERT WAS REBUILT AT THE
 LG0559'TIME THE RAILROAD WAS RAISED.
 LG0559
 LG0559                          STATION RECOVERY (1981)
 LG0559
 LG0559'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0633 ***********************************************************************
 LG0633  DESIGNATION -  C 172
 LG0633  PID         -  LG0633
 LG0633  STATE/COUNTY-  NE/THAYER
 LG0633  USGS QUAD   -  HEBRON SW (1960)
 LG0633
 LG0633                         *CURRENT SURVEY CONTROL
 LG0633  ___________________________________________________________________
 LG0633* NAD 83(1986)-  40 00 15.     (N)    097 41 22.     (W)     SCALED    
 LG0633* NAVD 88     -       501.856  (meters)    1646.51   (feet)  ADJUSTED  
 LG0633  ___________________________________________________________________
 LG0633  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 LG0633  DYNAMIC HT  -         501.566 (meters)    1645.55  (feet)  COMP
 LG0633  MODELED GRAV-     980,031.9   (mgal)                       NAVD 88
 LG0633
 LG0633  VERT ORDER  -  SECOND    CLASS 0
 LG0633
 LG0633.The horizontal coordinates were scaled from a topographic map and have
 LG0633.an estimated accuracy of +/- 6 seconds.
 LG0633
 LG0633.The orthometric height was determined by differential leveling
 LG0633.and adjusted by the National Geodetic Survey in June 1991..
 LG0633
 LG0633.The geoid height was determined by GEOID03.
 LG0633
 LG0633.The dynamic height is computed by dividing the NAVD 88
 LG0633.geopotential number by the normal gravity value computed on the
 LG0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0633.degrees latitude (g = 980.6199 gals.).
 LG0633
 LG0633.The modeled gravity was interpolated from observed gravity values.
 LG0633
 LG0633;                    North         East    Units  Estimated Accuracy
 LG0633;SPC NE       -    21,610.      697,270.      MT  (+/- 180 meters Scaled)
 LG0633
 LG0633                          SUPERSEDED SURVEY CONTROL
 LG0633
 LG0633  NGVD 29 (??/??/92)  501.693  (m)         1645.97   (f) ADJ UNCH    2 0
 LG0633
 LG0633.Superseded values are not recommended for survey control.
 LG0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0633.See file dsdata.txt to determine how the superseded data were derived.
 LG0633
 LG0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK118290(NAD 83)
 LG0633_MARKER: DB = BENCH MARK DISK
 LG0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0633_STAMPING: C 172 1934
 LG0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0633+STABILITY: SURFACE MOTION
 LG0633
 LG0633  HISTORY     - Date     Condition        Report By
 LG0633  HISTORY     - 1934     MONUMENTED       CGS
 LG0633
 LG0633                          STATION DESCRIPTION
 LG0633
 LG0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0633'3.9 MI W FROM CHESTER.
 LG0633'3.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0633'FROM THE STATION AT CHESTER, THAYER COUNTY, AT A ROAD CROSSING,
 LG0633'66 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 12 FEET WEST OF
 LG0633'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 172 1934
 LG0633'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0611 ***********************************************************************
 LG0611  DESIGNATION -  C 173
 LG0611  PID         -  LG0611
 LG0611  STATE/COUNTY-  NE/FILLMORE
 LG0611  USGS QUAD   -  STRANG (1969)
 LG0611
 LG0611                         *CURRENT SURVEY CONTROL
 LG0611  ___________________________________________________________________
 LG0611* NAD 83(1986)-  40 27 59.     (N)    097 36 18.     (W)     SCALED    
 LG0611* NAVD 88     -       500.464  (meters)    1641.94   (feet)  ADJUSTED  
 LG0611  ___________________________________________________________________
 LG0611  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 LG0611  DYNAMIC HT  -         500.174 (meters)    1640.99  (feet)  COMP
 LG0611  MODELED GRAV-     980,030.7   (mgal)                       NAVD 88
 LG0611
 LG0611  VERT ORDER  -  SECOND    CLASS 0
 LG0611
 LG0611.The horizontal coordinates were scaled from a topographic map and have
 LG0611.an estimated accuracy of +/- 6 seconds.
 LG0611
 LG0611.The orthometric height was determined by differential leveling
 LG0611.and adjusted by the National Geodetic Survey in June 1991..
 LG0611
 LG0611.The geoid height was determined by GEOID03.
 LG0611
 LG0611.The dynamic height is computed by dividing the NAVD 88
 LG0611.geopotential number by the normal gravity value computed on the
 LG0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0611.degrees latitude (g = 980.6199 gals.).
 LG0611
 LG0611.The modeled gravity was interpolated from observed gravity values.
 LG0611
 LG0611;                    North         East    Units  Estimated Accuracy
 LG0611;SPC NE       -    73,100.      703,060.      MT  (+/- 180 meters Scaled)
 LG0611
 LG0611                          SUPERSEDED SURVEY CONTROL
 LG0611
 LG0611  NGVD 29 (??/??/92)  500.280  (m)         1641.34   (f) ADJ UNCH    2 0
 LG0611
 LG0611.Superseded values are not recommended for survey control.
 LG0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0611.See file dsdata.txt to determine how the superseded data were derived.
 LG0611
 LG0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK182804(NAD 83)
 LG0611_MARKER: DB = BENCH MARK DISK
 LG0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0611_STAMPING: C 173 1934
 LG0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0611+STABILITY: SURFACE MOTION
 LG0611
 LG0611  HISTORY     - Date     Condition        Report By
 LG0611  HISTORY     - 1934     MONUMENTED       CGS
 LG0611  HISTORY     - 1941     GOOD             NGS
 LG0611
 LG0611                          STATION DESCRIPTION
 LG0611
 LG0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0611'4 MI S FROM GENEVA.
 LG0611'4.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0611'FROM THE STATION AT GENEVA, FILLMORE COUNTY, AT A ROAD CROSSING,
 LG0611'36 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 36 FEET EAST OF
 LG0611'THE CENTER LINE OF THE TRACK, AND IN THE PROPERTY LINE.  A STANDARD
 LG0611'DISK, STAMPED C 173 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0611
 LG0611                          STATION RECOVERY (1941)
 LG0611
 LG0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LG0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0231 ***********************************************************************
 LG0231  DESIGNATION -  C 174
 LG0231  PID         -  LG0231
 LG0231  STATE/COUNTY-  NE/GAGE
 LG0231  USGS QUAD   -  BARNESTON (1970)
 LG0231
 LG0231                         *CURRENT SURVEY CONTROL
 LG0231  ___________________________________________________________________
 LG0231* NAD 83(1986)-  40 05 55.     (N)    096 36 15.     (W)     SCALED    
 LG0231* NAVD 88     -       372.358  (meters)    1221.64   (feet)  ADJUSTED  
 LG0231  ___________________________________________________________________
 LG0231  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 LG0231  DYNAMIC HT  -         372.156 (meters)    1220.98  (feet)  COMP
 LG0231  MODELED GRAV-     980,072.5   (mgal)                       NAVD 88
 LG0231
 LG0231  VERT ORDER  -  SECOND    CLASS 0
 LG0231
 LG0231.The horizontal coordinates were scaled from a topographic map and have
 LG0231.an estimated accuracy of +/- 6 seconds.
 LG0231
 LG0231.The orthometric height was determined by differential leveling
 LG0231.and adjusted by the National Geodetic Survey in June 1991..
 LG0231
 LG0231.The geoid height was determined by GEOID03.
 LG0231
 LG0231.The dynamic height is computed by dividing the NAVD 88
 LG0231.geopotential number by the normal gravity value computed on the
 LG0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0231.degrees latitude (g = 980.6199 gals.).
 LG0231
 LG0231.The modeled gravity was interpolated from observed gravity values.
 LG0231
 LG0231;                    North         East    Units  Estimated Accuracy
 LG0231;SPC NE       -    35,140.      789,480.      MT  (+/- 180 meters Scaled)
 LG0231
 LG0231                          SUPERSEDED SURVEY CONTROL
 LG0231
 LG0231  NGVD 29 (??/??/92)  372.250  (m)         1221.29   (f) ADJ UNCH    2 0
 LG0231
 LG0231.Superseded values are not recommended for survey control.
 LG0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0231.See file dsdata.txt to determine how the superseded data were derived.
 LG0231
 LG0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK042414(NAD 83)
 LG0231_MARKER: DB = BENCH MARK DISK
 LG0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0231_SP_SET: CONCRETE PIER
 LG0231_STAMPING: C 174 1934
 LG0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0231
 LG0231  HISTORY     - Date     Condition        Report By
 LG0231  HISTORY     - 1934     MONUMENTED       CGS
 LG0231  HISTORY     - 1941     GOOD             NGS
 LG0231
 LG0231                          STATION DESCRIPTION
 LG0231
 LG0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0231'3.6 MI S FROM BLUE SPRINGS.
 LG0231'3.6 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0231'STATION AT BLUE SPRINGS, GAGE COUNTY, 3 POLES SOUTH OF MILEPOST
 LG0231'114, 600 FEET SOUTHEAST OF A ROAD CROSSING, AT THE SOUTHEAST
 LG0231'CORNER OF CONCRETE BRIDGE 83.74 ON THE CHICAGO, BURLINGTON AND
 LG0231'QUINCY RAILROAD, AND IN THE TOP OF THE CONCRETE PIER.  A
 LG0231'STANDARD DISK, STAMPED C 174 1934.  NOTE-- IT WAS REPORTED
 LG0231'IN SEPTEMBER 1941 THAT THIS BENCH MARK IS ALMOST COMPLETELY
 LG0231'COVERED BY CEMENT.
 LG0231
 LG0231                          STATION RECOVERY (1941)
 LG0231
 LG0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LG0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0220 ***********************************************************************
 LG0220  DESIGNATION -  C 175
 LG0220  PID         -  LG0220
 LG0220  STATE/COUNTY-  NE/JOHNSON
 LG0220  USGS QUAD   -  TECUMSEH SE (1965)
 LG0220
 LG0220                         *CURRENT SURVEY CONTROL
 LG0220  ___________________________________________________________________
 LG0220* NAD 83(1986)-  40 17 16.     (N)    096 07 29.     (W)     SCALED    
 LG0220* NAVD 88     -       348.663  (meters)    1143.91   (feet)  ADJUSTED  
 LG0220  ___________________________________________________________________
 LG0220  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 LG0220  DYNAMIC HT  -         348.478 (meters)    1143.30  (feet)  COMP
 LG0220  MODELED GRAV-     980,083.3   (mgal)                       NAVD 88
 LG0220
 LG0220  VERT ORDER  -  SECOND    CLASS 0
 LG0220
 LG0220.The horizontal coordinates were scaled from a topographic map and have
 LG0220.an estimated accuracy of +/- 6 seconds.
 LG0220
 LG0220.The orthometric height was determined by differential leveling
 LG0220.and adjusted by the National Geodetic Survey in June 1991..
 LG0220
 LG0220.The geoid height was determined by GEOID03.
 LG0220
 LG0220.The dynamic height is computed by dividing the NAVD 88
 LG0220.geopotential number by the normal gravity value computed on the
 LG0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0220.degrees latitude (g = 980.6199 gals.).
 LG0220
 LG0220.The modeled gravity was interpolated from observed gravity values.
 LG0220
 LG0220;                    North         East    Units  Estimated Accuracy
 LG0220;SPC NE       -    57,840.      829,380.      MT  (+/- 180 meters Scaled)
 LG0220
 LG0220                          SUPERSEDED SURVEY CONTROL
 LG0220
 LG0220  NGVD 29 (??/??/92)  348.577  (m)         1143.62   (f) ADJ UNCH    2 0
 LG0220
 LG0220.Superseded values are not recommended for survey control.
 LG0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0220.See file dsdata.txt to determine how the superseded data were derived.
 LG0220
 LG0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK444636(NAD 83)
 LG0220_MARKER: DB = BENCH MARK DISK
 LG0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0220_SP_SET: TOWER FOOTING
 LG0220_STAMPING: C 175 1934
 LG0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0220
 LG0220  HISTORY     - Date     Condition        Report By
 LG0220  HISTORY     - 1934     MONUMENTED       CGS
 LG0220
 LG0220                          STATION DESCRIPTION
 LG0220
 LG0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0220'AT ELK CREEK.
 LG0220'AT ELK CREEK, JOHNSON COUNTY, 100 FEET NORTHEAST OF THE NORTHEAST
 LG0220'CORNER OF A SCHOOLHOUSE, 45 FEET SOUTH OF THE CENTER LINE OF
 LG0220'AN EAST-AND-WEST STREET, AT THE CITY WATER TOWER, AND IN THE
 LG0220'CONCRETE FOOTING FOR THE NORTHWEST SUPPORT.  A STANDARD DISK,
 LG0220'STAMPED C 175 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0283 ***********************************************************************
 LG0283  DESIGNATION -  C 176
 LG0283  PID         -  LG0283
 LG0283  STATE/COUNTY-  NE/GAGE
 LG0283  USGS QUAD   -  FILLEY (1980)
 LG0283
 LG0283                         *CURRENT SURVEY CONTROL
 LG0283  ___________________________________________________________________
 LG0283* NAD 83(1986)-  40 15 16.     (N)    096 35 43.     (W)     SCALED    
 LG0283* NAVD 88     -       404.545  (meters)    1327.24   (feet)  ADJUSTED  
 LG0283  ___________________________________________________________________
 LG0283  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 LG0283  DYNAMIC HT  -         404.331 (meters)    1326.54  (feet)  COMP
 LG0283  MODELED GRAV-     980,084.0   (mgal)                       NAVD 88
 LG0283
 LG0283  VERT ORDER  -  SECOND    CLASS 0
 LG0283
 LG0283.The horizontal coordinates were scaled from a topographic map and have
 LG0283.an estimated accuracy of +/- 6 seconds.
 LG0283
 LG0283.The orthometric height was determined by differential leveling
 LG0283.and adjusted by the National Geodetic Survey in June 1991..
 LG0283
 LG0283.The geoid height was determined by GEOID03.
 LG0283
 LG0283.The dynamic height is computed by dividing the NAVD 88
 LG0283.geopotential number by the normal gravity value computed on the
 LG0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0283.degrees latitude (g = 980.6199 gals.).
 LG0283
 LG0283.The modeled gravity was interpolated from observed gravity values.
 LG0283
 LG0283;                    North         East    Units  Estimated Accuracy
 LG0283;SPC NE       -    52,460.      789,560.      MT  (+/- 180 meters Scaled)
 LG0283
 LG0283                          SUPERSEDED SURVEY CONTROL
 LG0283
 LG0283  NGVD 29 (??/??/92)  404.439  (m)         1326.90   (f) ADJ UNCH    2 0
 LG0283
 LG0283.Superseded values are not recommended for survey control.
 LG0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0283.See file dsdata.txt to determine how the superseded data were derived.
 LG0283
 LG0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK045587(NAD 83)
 LG0283_MARKER: DB = BENCH MARK DISK
 LG0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0283_SP_SET: CULVERT
 LG0283_STAMPING: C 176 1934
 LG0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0283
 LG0283  HISTORY     - Date     Condition        Report By
 LG0283  HISTORY     - 1934     MONUMENTED       CGS
 LG0283  HISTORY     - 1941     GOOD             NGS
 LG0283
 LG0283                          STATION DESCRIPTION
 LG0283
 LG0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LG0283'3.9 MI W FROM FILLEY.
 LG0283'3.9 MILES WEST ALONG THE ABANDONED CHICAGO, BURLINGTON AND QUINCY
 LG0283'RAILROAD FROM THE STATION AT FILLEY, GAGE COUNTY, AT THE CROSSING
 LG0283'OF STATE HIGHWAY 4, 30 FEET NORTHWEST OF THE CENTERLINE OF THE
 LG0283'OLD ROADBED, AT A CONCRETE HIGHWAY CULVERT, AND IN THE TOP OF THE
 LG0283'EAST HEADWALL.  A STANDARD DISK, STAMPED C 176 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0785 ***********************************************************************
 LF0785  DESIGNATION -  C 177
 LF0785  PID         -  LF0785
 LF0785  STATE/COUNTY-  NE/OTOE
 LF0785  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF0785
 LF0785                         *CURRENT SURVEY CONTROL
 LF0785  ___________________________________________________________________
 LF0785* NAD 83(1986)-  40 37 52.     (N)    095 53 29.     (W)     SCALED    
 LF0785* NAVD 88     -       357.738  (meters)    1173.68   (feet)  ADJUSTED  
 LF0785  ___________________________________________________________________
 LF0785  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LF0785  DYNAMIC HT  -         357.548 (meters)    1173.06  (feet)  COMP
 LF0785  MODELED GRAV-     980,082.2   (mgal)                       NAVD 88
 LF0785
 LF0785  VERT ORDER  -  SECOND    CLASS 0
 LF0785
 LF0785.The horizontal coordinates were scaled from a topographic map and have
 LF0785.an estimated accuracy of +/- 6 seconds.
 LF0785
 LF0785.The orthometric height was determined by differential leveling
 LF0785.and adjusted by the National Geodetic Survey in June 1991..
 LF0785
 LF0785.The geoid height was determined by GEOID03.
 LF0785
 LF0785.The dynamic height is computed by dividing the NAVD 88
 LF0785.geopotential number by the normal gravity value computed on the
 LF0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0785.degrees latitude (g = 980.6199 gals.).
 LF0785
 LF0785.The modeled gravity was interpolated from observed gravity values.
 LF0785
 LF0785;                    North         East    Units  Estimated Accuracy
 LF0785;SPC NE       -    96,830.      847,390.      MT  (+/- 180 meters Scaled)
 LF0785
 LF0785                          SUPERSEDED SURVEY CONTROL
 LF0785
 LF0785  NGVD 29 (??/??/92)  357.631  (m)         1173.33   (f) ADJ UNCH    2 0
 LF0785
 LF0785.Superseded values are not recommended for survey control.
 LF0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0785.See file dsdata.txt to determine how the superseded data were derived.
 LF0785
 LF0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF554018(NAD 83)
 LF0785_MARKER: DB = BENCH MARK DISK
 LF0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0785_STAMPING: C 177 1934
 LF0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0785+STABILITY: SURFACE MOTION
 LF0785
 LF0785  HISTORY     - Date     Condition        Report By
 LF0785  HISTORY     - 1934     MONUMENTED       CGS
 LF0785  HISTORY     - 1964     GOOD             USGS
 LF0785
 LF0785                          STATION DESCRIPTION
 LF0785
 LF0785'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LF0785'4 MI S FROM NEBRASKA CITY.
 LF0785'NEBRASKA CITY, ABOUT 3.0 MI. SOUTH, THENCE ABOUT 1.7 MI. WEST OF,
 LF0785'NEAR WEST 1/16 COR. OF SEC. 30, T8N, R14E, 81 FT. WEST AND 25 FT.
 LF0785'NORTH OF X-ING OF MO. PAC. R.R. AND E-W CO. RD., 6.0 FT. SOUTHWEST
 LF0785'OF WEST GATEPOST AND 3.0 FT. SOUTH OF A FENCE, IN A CONC. POST,
 LF0785'A STD. TABLET, STAMPED C 177 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0440 ***********************************************************************
 NN0440  DESIGNATION -  C 18
 NN0440  PID         -  NN0440
 NN0440  STATE/COUNTY-  NE/LOUP
 NN0440  USGS QUAD   -  STONEHOUSE RANCH NW (1981)
 NN0440
 NN0440                         *CURRENT SURVEY CONTROL
 NN0440  ___________________________________________________________________
 NN0440* NAD 83(1986)-  42 07 49.     (N)    099 26 55.     (W)     SCALED    
 NN0440* NAVD 88     -       749.270  (meters)    2458.23   (feet)  ADJUSTED  
 NN0440  ___________________________________________________________________
 NN0440  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 NN0440  DYNAMIC HT  -         748.933 (meters)    2457.12  (feet)  COMP
 NN0440  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 NN0440
 NN0440  VERT ORDER  -  FIRST     CLASS II
 NN0440
 NN0440.The horizontal coordinates were scaled from a topographic map and have
 NN0440.an estimated accuracy of +/- 6 seconds.
 NN0440
 NN0440.The orthometric height was determined by differential leveling
 NN0440.and adjusted by the National Geodetic Survey in June 1991..
 NN0440
 NN0440.The geoid height was determined by GEOID03.
 NN0440
 NN0440.The dynamic height is computed by dividing the NAVD 88
 NN0440.geopotential number by the normal gravity value computed on the
 NN0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0440.degrees latitude (g = 980.6199 gals.).
 NN0440
 NN0440.The modeled gravity was interpolated from observed gravity values.
 NN0440
 NN0440;                    North         East    Units  Estimated Accuracy
 NN0440;SPC NE       -   255,170.      545,580.      MT  (+/- 180 meters Scaled)
 NN0440
 NN0440                          SUPERSEDED SURVEY CONTROL
 NN0440
 NN0440  NGVD 29 (??/??/92)  749.010  (m)         2457.38   (f) ADJ UNCH    1 2
 NN0440
 NN0440.Superseded values are not recommended for survey control.
 NN0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0440.See file dsdata.txt to determine how the superseded data were derived.
 NN0440
 NN0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM629643(NAD 83)
 NN0440_MARKER: DB = BENCH MARK DISK
 NN0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0440_STAMPING: 2457.377 C 18 1933
 NN0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0440+STABILITY: SURFACE MOTION
 NN0440
 NN0440  HISTORY     - Date     Condition        Report By
 NN0440  HISTORY     - 1933     MONUMENTED       CGS
 NN0440
 NN0440                          STATION DESCRIPTION
 NN0440
 NN0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0440'9.5 MI N FROM HARROP.
 NN0440'ABOUT 9-1/2 MILES NORTH ALONG U.S. HIGHWAY 183 FROM HARROP,
 NN0440'LOUP COUNTY, ABOUT 2-1/2 MILES SOUTHEAST OF SWINNEYS CASH STORE,
 NN0440'ABOUT 400 YARDS WEST OF THE ELMER JOHNSON FARMHOUSE, 65 FEET
 NN0440'WEST OF THE CENTER LINE OF THE HIGHWAY, IN A FENCED SECTION-LINE
 NN0440'ROAD RIGHT-OF-WAY, 20 FEET WEST OF A FENCE CORNER, AND 2 FEET
 NN0440'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED 2457.377 C 18 1933
 NN0440'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 NN0440'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0246 ***********************************************************************
 NN0246  DESIGNATION -  C 19
 NN0246  PID         -  NN0246
 NN0246  STATE/COUNTY-  NE/HOLT
 NN0246  USGS QUAD   -  O'NEILL (1986)
 NN0246
 NN0246                         *CURRENT SURVEY CONTROL
 NN0246  ___________________________________________________________________
 NN0246* NAD 83(1986)-  42 29 39.     (N)    098 39 26.     (W)     SCALED    
 NN0246* NAVD 88     -       613.384  (meters)    2012.41   (feet)  ADJUSTED  
 NN0246  ___________________________________________________________________
 NN0246  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 NN0246  DYNAMIC HT  -         613.152 (meters)    2011.65  (feet)  COMP
 NN0246  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 NN0246
 NN0246  VERT ORDER  -  FIRST     CLASS II
 NN0246
 NN0246.The horizontal coordinates were scaled from a topographic map and have
 NN0246.an estimated accuracy of +/- 6 seconds.
 NN0246
 NN0246.The orthometric height was determined by differential leveling
 NN0246.and adjusted by the National Geodetic Survey in June 1991..
 NN0246
 NN0246.The geoid height was determined by GEOID03.
 NN0246
 NN0246.The dynamic height is computed by dividing the NAVD 88
 NN0246.geopotential number by the normal gravity value computed on the
 NN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0246.degrees latitude (g = 980.6199 gals.).
 NN0246
 NN0246.The modeled gravity was interpolated from observed gravity values.
 NN0246
 NN0246;                    North         East    Units  Estimated Accuracy
 NN0246;SPC NE       -   296,290.      610,360.      MT  (+/- 180 meters Scaled)
 NN0246
 NN0246                          SUPERSEDED SURVEY CONTROL
 NN0246
 NN0246  NGVD 29 (??/??/92)  613.175  (m)         2011.72   (f) ADJ UNCH    1 2
 NN0246
 NN0246.Superseded values are not recommended for survey control.
 NN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0246.See file dsdata.txt to determine how the superseded data were derived.
 NN0246
 NN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN281047(NAD 83)
 NN0246_MARKER: DB = BENCH MARK DISK
 NN0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0246_STAMPING: 2011.725 C 19 1933
 NN0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0246+STABILITY: SURFACE MOTION
 NN0246
 NN0246  HISTORY     - Date     Condition        Report By
 NN0246  HISTORY     - 1933     MONUMENTED       CGS
 NN0246
 NN0246                          STATION DESCRIPTION
 NN0246
 NN0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0246'3 MI N FROM O NEILL.
 NN0246'3.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM O NEILL, HOLT COUNTY,
 NN0246'ABOUT 1 MILE NORTH OF THE INTERSECTION OF U.S. HIGHWAY 20, AT A
 NN0246'ROAD INTERSECTION, 87 FEET EAST OF THE CENTER LINE OF THE
 NN0246'HIGHWAY, 34 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST
 NN0246'ROAD, AND 60 FEET SOUTHEAST OF THE EAST END OF THE HEAD WALL OF A
 NN0246'CULVERT.  A STANDARD DISK, STAMPED 2011.725 C 19 1933 AND SET IN
 NN0246'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0184 ***********************************************************************
 NO0184  DESIGNATION -  C 20
 NO0184  PID         -  NO0184
 NO0184  STATE/COUNTY-  NE/CHERRY
 NO0184  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0184
 NO0184                         *CURRENT SURVEY CONTROL
 NO0184  ___________________________________________________________________
 NO0184* NAD 83(1986)-  42 58 52.     (N)    100 34 23.     (W)     SCALED    
 NO0184* NAVD 88     -       855.300  (meters)    2806.10   (feet)  ADJUSTED  
 NO0184  ___________________________________________________________________
 NO0184  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 NO0184  DYNAMIC HT  -         854.960 (meters)    2804.98  (feet)  COMP
 NO0184  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 NO0184
 NO0184  VERT ORDER  -  FIRST     CLASS II
 NO0184
 NO0184.The horizontal coordinates were scaled from a topographic map and have
 NO0184.an estimated accuracy of +/- 6 seconds.
 NO0184
 NO0184.The orthometric height was determined by differential leveling
 NO0184.and adjusted by the National Geodetic Survey in June 1991..
 NO0184
 NO0184.The geoid height was determined by GEOID03.
 NO0184
 NO0184.The dynamic height is computed by dividing the NAVD 88
 NO0184.geopotential number by the normal gravity value computed on the
 NO0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0184.degrees latitude (g = 980.6199 gals.).
 NO0184
 NO0184.The modeled gravity was interpolated from observed gravity values.
 NO0184
 NO0184;                    North         East    Units  Estimated Accuracy
 NO0184;SPC NE       -   349,680.      453,260.      MT  (+/- 180 meters Scaled)
 NO0184
 NO0184                          SUPERSEDED SURVEY CONTROL
 NO0184
 NO0184  NGVD 29 (??/??/92)  854.998  (m)         2805.11   (f) ADJ UNCH    1 2
 NO0184
 NO0184.Superseded values are not recommended for survey control.
 NO0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0184.See file dsdata.txt to determine how the superseded data were derived.
 NO0184
 NO0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN717599(NAD 83)
 NO0184_MARKER: DB = BENCH MARK DISK
 NO0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0184_SP_SET: CONCRETE POST
 NO0184_STAMPING: C 20 1933
 NO0184_MARK LOGO: CGS   
 NO0184_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0184+STABILITY: SURFACE MOTION
 NO0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0184+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 NO0184
 NO0184  HISTORY     - Date     Condition        Report By
 NO0184  HISTORY     - 1933     MONUMENTED       CGS
 NO0184  HISTORY     - 19920723 GOOD             NGS
 NO0184
 NO0184                          STATION DESCRIPTION
 NO0184
 NO0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0184'7.9 MI N FROM VALENTINE.
 NO0184'ABOUT 7.9 MILES NORTH ALONG U.S. HIGHWAY 83 FROM VALENTINE,
 NO0184'CHERRY COUNTY, ABOUT 1 MILE SOUTH OF THE SOUTH DAKOTA-NEBRASKA
 NO0184'STATE LINE, ABOUT 150 FEET SOUTH OF A CROSS ROAD, 50 FEET WEST
 NO0184'OF THE CENTER LINE OF THE HIGHWAY, AND 12 FEET WEST OF A FENCE.
 NO0184'A STANDARD DISK, STAMPED C 20 1933 AND SET IN THE TOP OF A
 NO0184'CONCRETE POST.
 NO0184
 NO0184                          STATION RECOVERY (1992)
 NO0184
 NO0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NO0184'11.9 KM (7.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE
 NO0184'COURTHOUSE IN VALENTINE, 69.3 M (227.4 FT) SOUTH OF THE CENTER OF A
 NO0184'GRAVELED ROAD, 15.5 M (50.9 FT) WEST OF THE CENTERLINE OF THE
 NO0184'HIGHWAY, 10.2 M (33.5 FT) NORTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT)
 NO0184'EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 NO0184'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0097 ***********************************************************************
 LJ0097  DESIGNATION -  C 200
 LJ0097  PID         -  LJ0097
 LJ0097  STATE/COUNTY-  NE/RED WILLOW
 LJ0097  USGS QUAD   -  MC COOK SE (1957)
 LJ0097
 LJ0097                         *CURRENT SURVEY CONTROL
 LJ0097  ___________________________________________________________________
 LJ0097* NAD 83(1986)-  40 04 32.     (N)    100 35 54.     (W)     SCALED    
 LJ0097* NAVD 88     -       854.066  (meters)    2802.05   (feet)  ADJUSTED  
 LJ0097  ___________________________________________________________________
 LJ0097  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 LJ0097  DYNAMIC HT  -         853.483 (meters)    2800.14  (feet)  COMP
 LJ0097  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 LJ0097
 LJ0097  VERT ORDER  -  SECOND    CLASS 0
 LJ0097
 LJ0097.The horizontal coordinates were scaled from a topographic map and have
 LJ0097.an estimated accuracy of +/- 6 seconds.
 LJ0097
 LJ0097.The orthometric height was determined by differential leveling
 LJ0097.and adjusted by the National Geodetic Survey in June 1991..
 LJ0097
 LJ0097.The geoid height was determined by GEOID03.
 LJ0097
 LJ0097.The dynamic height is computed by dividing the NAVD 88
 LJ0097.geopotential number by the normal gravity value computed on the
 LJ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0097.degrees latitude (g = 980.6199 gals.).
 LJ0097
 LJ0097.The modeled gravity was interpolated from observed gravity values.
 LJ0097
 LJ0097;                    North         East    Units  Estimated Accuracy
 LJ0097;SPC NE       -    27,070.      448,960.      MT  (+/- 180 meters Scaled)
 LJ0097
 LJ0097                          SUPERSEDED SURVEY CONTROL
 LJ0097
 LJ0097  NGVD 29 (??/??/92)  853.753  (m)         2801.02   (f) ADJ UNCH    2 0
 LJ0097
 LJ0097.Superseded values are not recommended for survey control.
 LJ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0097.See file dsdata.txt to determine how the superseded data were derived.
 LJ0097
 LJ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK637373(NAD 83)
 LJ0097_MARKER: DB = BENCH MARK DISK
 LJ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0097_STAMPING: C 200 1934
 LJ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0097+STABILITY: SURFACE MOTION
 LJ0097
 LJ0097  HISTORY     - Date     Condition        Report By
 LJ0097  HISTORY     - 1934     MONUMENTED       CGS
 LJ0097  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0097
 LJ0097                          STATION DESCRIPTION
 LJ0097
 LJ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0097'7.9 MI N FROM CEDAR BLUFFS.
 LJ0097'7.9 MILES NORTH OF BURLINGTON RR STATION AT CEDAR BLUFFS, ABOUT
 LJ0097'600 FEET EAST OF WHITE HOUSE, NEAR THE EAST END OF A LARGE
 LJ0097'CURVE, 65 FEET NORTH OF A SIDE ROAD LEADING WEST AND 40 FEET
 LJ0097'NORTH OF CENTERLINE OF U.S. HIGHWAY 183, IN A FENCE LINE.
 LJ0097
 LJ0097                          STATION RECOVERY (1999)
 LJ0097
 LJ0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0097'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0063 ***********************************************************************
 LJ0063  DESIGNATION -  C 201
 LJ0063  PID         -  LJ0063
 LJ0063  STATE/COUNTY-  NE/RED WILLOW
 LJ0063  USGS QUAD   -  DANBURY (1983)
 LJ0063
 LJ0063                         *CURRENT SURVEY CONTROL
 LJ0063  ___________________________________________________________________
 LJ0063* NAD 83(1986)-  40 00 52.     (N)    100 28 52.     (W)     SCALED    
 LJ0063* NAVD 88     -       762.594  (meters)    2501.94   (feet)  ADJUSTED  
 LJ0063  ___________________________________________________________________
 LJ0063  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 LJ0063  DYNAMIC HT  -         762.071 (meters)    2500.23  (feet)  COMP
 LJ0063  MODELED GRAV-     979,915.8   (mgal)                       NAVD 88
 LJ0063
 LJ0063  VERT ORDER  -  SECOND    CLASS 0
 LJ0063
 LJ0063.The horizontal coordinates were scaled from a topographic map and have
 LJ0063.an estimated accuracy of +/- 6 seconds.
 LJ0063
 LJ0063.The orthometric height was determined by differential leveling
 LJ0063.and adjusted by the National Geodetic Survey in June 1991..
 LJ0063
 LJ0063.The geoid height was determined by GEOID03.
 LJ0063
 LJ0063.The dynamic height is computed by dividing the NAVD 88
 LJ0063.geopotential number by the normal gravity value computed on the
 LJ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0063.degrees latitude (g = 980.6199 gals.).
 LJ0063
 LJ0063.The modeled gravity was interpolated from observed gravity values.
 LJ0063
 LJ0063;                    North         East    Units  Estimated Accuracy
 LJ0063;SPC NE       -    20,220.      458,930.      MT  (+/- 180 meters Scaled)
 LJ0063
 LJ0063                          SUPERSEDED SURVEY CONTROL
 LJ0063
 LJ0063  NGVD 29 (??/??/92)  762.290  (m)         2500.95   (f) ADJ UNCH    2 0
 LJ0063
 LJ0063.Superseded values are not recommended for survey control.
 LJ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0063.See file dsdata.txt to determine how the superseded data were derived.
 LJ0063
 LJ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK735304(NAD 83)
 LJ0063_MARKER: DB = BENCH MARK DISK
 LJ0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0063_SP_SET: FOUNDATION
 LJ0063_STAMPING: C 201 1934
 LJ0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0063
 LJ0063  HISTORY     - Date     Condition        Report By
 LJ0063  HISTORY     - 1934     MONUMENTED       CGS
 LJ0063
 LJ0063                          STATION DESCRIPTION
 LJ0063
 LJ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0063'AT MARION.
 LJ0063'AT MARION 250 FEET NORTH OF CROSSING (RAILROAD) 20 FEET SOUTH OF
 LJ0063'MAIN ENTRANCE OF MARION EQUITY BUILDING, IN SCALES FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0072 ***********************************************************************
 LJ0072  DESIGNATION -  C 206
 LJ0072  PID         -  LJ0072
 LJ0072  STATE/COUNTY-  NE/HITCHCOCK
 LJ0072  USGS QUAD   -  CULBERTSON (1970)
 LJ0072
 LJ0072                         *CURRENT SURVEY CONTROL
 LJ0072  ___________________________________________________________________
 LJ0072* NAD 83(1986)-  40 13 15.     (N)    100 50 40.     (W)     SCALED    
 LJ0072* NAVD 88     -       785.451  (meters)    2576.93   (feet)  ADJUSTED  
 LJ0072  ___________________________________________________________________
 LJ0072  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 LJ0072  DYNAMIC HT  -         784.928 (meters)    2575.22  (feet)  COMP
 LJ0072  MODELED GRAV-     979,934.0   (mgal)                       NAVD 88
 LJ0072
 LJ0072  VERT ORDER  -  SECOND    CLASS 0
 LJ0072
 LJ0072.The horizontal coordinates were scaled from a topographic map and have
 LJ0072.an estimated accuracy of +/- 6 seconds.
 LJ0072
 LJ0072.The orthometric height was determined by differential leveling
 LJ0072.and adjusted by the National Geodetic Survey in June 1991..
 LJ0072
 LJ0072.The geoid height was determined by GEOID03.
 LJ0072
 LJ0072.The dynamic height is computed by dividing the NAVD 88
 LJ0072.geopotential number by the normal gravity value computed on the
 LJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0072.degrees latitude (g = 980.6199 gals.).
 LJ0072
 LJ0072.The modeled gravity was interpolated from observed gravity values.
 LJ0072
 LJ0072;                    North         East    Units  Estimated Accuracy
 LJ0072;SPC NE       -    43,380.      428,130.      MT  (+/- 180 meters Scaled)
 LJ0072
 LJ0072                          SUPERSEDED SURVEY CONTROL
 LJ0072
 LJ0072  NGVD 29 (??/??/92)  785.135  (m)         2575.90   (f) ADJ UNCH    2 0
 LJ0072
 LJ0072.Superseded values are not recommended for survey control.
 LJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0072.See file dsdata.txt to determine how the superseded data were derived.
 LJ0072
 LJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK430538(NAD 83)
 LJ0072_MARKER: DB = BENCH MARK DISK
 LJ0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0072_STAMPING: C 206 1939
 LJ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0072+STABILITY: SURFACE MOTION
 LJ0072
 LJ0072  HISTORY     - Date     Condition        Report By
 LJ0072  HISTORY     - 1939     MONUMENTED       CGS
 LJ0072  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0072
 LJ0072                          STATION DESCRIPTION
 LJ0072
 LJ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LJ0072'1 MI W FROM CULBERTSON.
 LJ0072'1.0 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0072'FROM THE STATION AT CULBERTSON, HITCHCOCK COUNTY, 177 FEET
 LJ0072'NORTHEAST OF MILEPOST 300, ABOUT 576 FEET SOUTHWEST OF THE
 LJ0072'JUNCTION OF THE CULBERTSON TO INPERIAL BRANCH OF THE CB AND QRR,
 LJ0072'78 FEET SOUTHWEST OF THE CENTERLINE OF THE C AND I TRACK, 75
 LJ0072'FEET NORTHWEST OF THE CENTERLINE OF THE CB AND QRR TRACK, 60
 LJ0072'FEET NORTHEAST OF THE JUNCTION OF A COUNTY ROAD AND A ROAD
 LJ0072'LEADING SOUTH, 24 FEET EAST OF A TELEPHONE POLE, AND 3 FEET
 LJ0072'FROM A MARKER POST.  A STANDARD DISK, STAMPED C 206 1939 AND SET
 LJ0072'IN THE TOP OF A CONCRETE POST.
 LJ0072
 LJ0072                          STATION RECOVERY (1999)
 LJ0072
 LJ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0072'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0406 ***********************************************************************
 LG0406  DESIGNATION -  C 207
 LG0406  PID         -  LG0406
 LG0406  STATE/COUNTY-  NE/LANCASTER
 LG0406  USGS QUAD   -  EMERALD (1978)
 LG0406
 LG0406                         *CURRENT SURVEY CONTROL
 LG0406  ___________________________________________________________________
 LG0406* NAD 83(1986)-  40 48 49.     (N)    096 51 34.     (W)     SCALED    
 LG0406* NAVD 88     -       382.788  (meters)    1255.86   (feet)  ADJUSTED  
 LG0406  ___________________________________________________________________
 LG0406  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 LG0406  DYNAMIC HT  -         382.606 (meters)    1255.27  (feet)  COMP
 LG0406  MODELED GRAV-     980,137.3   (mgal)                       NAVD 88
 LG0406
 LG0406  VERT ORDER  -  SECOND    CLASS 0
 LG0406
 LG0406.The horizontal coordinates were scaled from a topographic map and have
 LG0406.an estimated accuracy of +/- 6 seconds.
 LG0406
 LG0406.The orthometric height was determined by differential leveling
 LG0406.and adjusted by the National Geodetic Survey in June 1991..
 LG0406
 LG0406.The geoid height was determined by GEOID03.
 LG0406
 LG0406.The dynamic height is computed by dividing the NAVD 88
 LG0406.geopotential number by the normal gravity value computed on the
 LG0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0406.degrees latitude (g = 980.6199 gals.).
 LG0406
 LG0406.The modeled gravity was interpolated from observed gravity values.
 LG0406
 LG0406;                    North         East    Units  Estimated Accuracy
 LG0406;SPC NE       -   113,650.      764,850.      MT  (+/- 180 meters Scaled)
 LG0406
 LG0406                          SUPERSEDED SURVEY CONTROL
 LG0406
 LG0406  NGVD 29 (??/??/92)  382.659  (m)         1255.44   (f) ADJ UNCH    2 0
 LG0406
 LG0406.Superseded values are not recommended for survey control.
 LG0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0406.See file dsdata.txt to determine how the superseded data were derived.
 LG0406
 LG0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL805202(NAD 83)
 LG0406_MARKER: DB = BENCH MARK DISK
 LG0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0406_SP_SET: UNDERPASS PIER
 LG0406_STAMPING: C 207 1939
 LG0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0406
 LG0406  HISTORY     - Date     Condition        Report By
 LG0406  HISTORY     - 1939     MONUMENTED       CGS
 LG0406  HISTORY     - 1990     GOOD             USPSQD
 LG0406
 LG0406                          STATION DESCRIPTION
 LG0406
 LG0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0406'0.9 MI W FROM EMERALD.
 LG0406'0.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0406'FROM THE STATION AT EMERALD, LANCASTER COUNTY, AT U.S. HIGHWAY 6
 LG0406'UNDERPASS, IN THE TOP OF THE EAST CORNER OF THE SOUTHWEST PIER,
 LG0406'36 FEET EAST OF SIGNAL TOWER S 874, 15 FEET SOUTH OF THE CENTERLINE
 LG0406'OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 LG0406'STANDARD DISK, STAMPED C 207 1939.
 LG0406
 LG0406                          STATION RECOVERY (1990)
 LG0406
 LG0406'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0009 ***********************************************************************
 LG0009  DESIGNATION -  C 208
 LG0009  PID         -  LG0009
 LG0009  STATE/COUNTY-  NE/OTOE
 LG0009  USGS QUAD   -  DUNBAR (1966)
 LG0009
 LG0009                         *CURRENT SURVEY CONTROL
 LG0009  ___________________________________________________________________
 LG0009* NAD 83(1986)-  40 39 43.     (N)    096 06 27.     (W)     SCALED    
 LG0009* NAVD 88     -       362.603  (meters)    1189.64   (feet)  ADJUSTED  
 LG0009  ___________________________________________________________________
 LG0009  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 LG0009  DYNAMIC HT  -         362.417 (meters)    1189.03  (feet)  COMP
 LG0009  MODELED GRAV-     980,100.8   (mgal)                       NAVD 88
 LG0009
 LG0009  VERT ORDER  -  FIRST     CLASS II
 LG0009
 LG0009.The horizontal coordinates were scaled from a topographic map and have
 LG0009.an estimated accuracy of +/- 6 seconds.
 LG0009
 LG0009.The orthometric height was determined by differential leveling
 LG0009.and adjusted by the National Geodetic Survey in June 1991..
 LG0009
 LG0009.The geoid height was determined by GEOID03.
 LG0009
 LG0009.The dynamic height is computed by dividing the NAVD 88
 LG0009.geopotential number by the normal gravity value computed on the
 LG0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0009.degrees latitude (g = 980.6199 gals.).
 LG0009
 LG0009.The modeled gravity was interpolated from observed gravity values.
 LG0009
 LG0009;                    North         East    Units  Estimated Accuracy
 LG0009;SPC NE       -    99,410.      828,980.      MT  (+/- 180 meters Scaled)
 LG0009
 LG0009                          SUPERSEDED SURVEY CONTROL
 LG0009
 LG0009  NGVD 29 (??/??/92)  362.479  (m)         1189.23   (f) ADJ UNCH    1 2
 LG0009
 LG0009.Superseded values are not recommended for survey control.
 LG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0009.See file dsdata.txt to determine how the superseded data were derived.
 LG0009
 LG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL445052(NAD 83)
 LG0009_MARKER: DB = BENCH MARK DISK
 LG0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0009_STAMPING: C 208 1940
 LG0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0009+STABILITY: SURFACE MOTION
 LG0009
 LG0009  HISTORY     - Date     Condition        Report By
 LG0009  HISTORY     - 1940     MONUMENTED       CGS
 LG0009  HISTORY     - 1964     GOOD             USGS
 LG0009  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0009
 LG0009                          STATION DESCRIPTION
 LG0009
 LG0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0009'5 MI W FROM DUNBAR.
 LG0009'5.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0009'FROM THE STATION AT DUNBAR, OTOE COUNTY, 180 FEET EAST OF MILEPOST
 LG0009'21, 400 FEET WEST OF THE CENTER OF A DIRT-ROAD CROSSING, 16.5
 LG0009'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET EAST OF A
 LG0009'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 208 1940
 LG0009'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LG0009'GROUND.  NOTE-- IN THE NORTHEAST 1/4 OF SEC. 18, T8N, R12E.
 LG0009
 LG0009                          STATION RECOVERY (1964)
 LG0009
 LG0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0009'RECOVERED IN GOOD CONDITION.
 LG0009
 LG0009                          STATION RECOVERY (1991)
 LG0009
 LG0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0009'THE DESCRIBED AREA HAS BEEN FILLED WITH DIRT AND RAILROAD TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0333 ***********************************************************************
 LG0333  DESIGNATION -  C 209
 LG0333  PID         -  LG0333
 LG0333  STATE/COUNTY-  NE/LANCASTER
 LG0333  USGS QUAD   -  CRETE NORTH (1972)
 LG0333
 LG0333                         *CURRENT SURVEY CONTROL
 LG0333  ___________________________________________________________________
 LG0333* NAD 83(1986)-  40 39 42.     (N)    096 54 37.     (W)     SCALED    
 LG0333* NAVD 88     -       430.905  (meters)    1413.73   (feet)  ADJUSTED  
 LG0333  ___________________________________________________________________
 LG0333  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 LG0333  DYNAMIC HT  -         430.692 (meters)    1413.03  (feet)  COMP
 LG0333  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 LG0333
 LG0333  VERT ORDER  -  FIRST     CLASS II
 LG0333
 LG0333.The horizontal coordinates were scaled from a topographic map and have
 LG0333.an estimated accuracy of +/- 6 seconds.
 LG0333
 LG0333.The orthometric height was determined by differential leveling
 LG0333.and adjusted by the National Geodetic Survey in June 1991..
 LG0333
 LG0333.The geoid height was determined by GEOID03.
 LG0333
 LG0333.The dynamic height is computed by dividing the NAVD 88
 LG0333.geopotential number by the normal gravity value computed on the
 LG0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0333.degrees latitude (g = 980.6199 gals.).
 LG0333
 LG0333.The modeled gravity was interpolated from observed gravity values.
 LG0333
 LG0333;                    North         East    Units  Estimated Accuracy
 LG0333;SPC NE       -    96,640.      761,160.      MT  (+/- 180 meters Scaled)
 LG0333
 LG0333                          SUPERSEDED SURVEY CONTROL
 LG0333
 LG0333  NGVD 29 (??/??/92)  430.778  (m)         1413.31   (f) ADJ UNCH    1 2
 LG0333
 LG0333.Superseded values are not recommended for survey control.
 LG0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0333.See file dsdata.txt to determine how the superseded data were derived.
 LG0333
 LG0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL766033(NAD 83)
 LG0333_MARKER: DB = BENCH MARK DISK
 LG0333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0333_SP_SET: PIER
 LG0333_STAMPING: C 209 1940
 LG0333_MARK LOGO: CGS   
 LG0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0333+STABILITY: SURFACE MOTION
 LG0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0333+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0333
 LG0333  HISTORY     - Date     Condition        Report By
 LG0333  HISTORY     - 1940     MONUMENTED       CGS
 LG0333  HISTORY     - 19861117 GOOD             NGS
 LG0333  HISTORY     - 19911009 GOOD             NGS
 LG0333
 LG0333                          STATION DESCRIPTION
 LG0333
 LG0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0333'3.7 MI NE FROM CRETE.
 LG0333'IN LANCASTER COUNTY, 3.7 MILES NORTHEAST ALONG THE CHICAGO,
 LG0333'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT CRETE, SALINE
 LG0333'COUNTY, 99 FEET NORTH OF MILEPOST 76, 169 FEET NORTH OF THE
 LG0333'CENTER OF A ROAD CROSSING, AT THE WEST END OF A 15-FOOT
 LG0333'CONCRETE-BOX CULVERT, IN THE TOP OF THE CENTER PIER, 12 FEET
 LG0333'WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER
 LG0333'THAN THE TRACK.  A STANDARD DISK, STAMPED C 209 1940.
 LG0333
 LG0333                          STATION RECOVERY (1986)
 LG0333
 LG0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0333'RECOVERED IN GOOD CONDITION, 5.95 KM (3.70 MI) NORTHEAST ALONG THE
 LG0333'BURLINGTON NORTHERN RAILROAD, FROM THE OLD STATION AT CRETE, AT THE
 LG0333'NORTH END OF THE BERKS SIDING, 51.5 M (169.0 FT) NORTHEAST FROM THE
 LG0333'CENTER OF A ROAD CROSSING, 30.18 M (99.0 FT) NORTHEAST FROM MILEPOST
 LG0333'76, 3.66 M (12.0 FT) NORTHWEST FROM THE CENTERLINE OF THE TRACK, 1.2
 LG0333'M (3.9 FT) BELOW THE TRACK,  AND SET IN THE CENTER OF THE TOP OF THE
 LG0333'CENTER SUPPORT PIER OF A 15-FT CONCRETE BOX CULVERT.
 LG0333
 LG0333                          STATION RECOVERY (1991)
 LG0333
 LG0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0333'5.3 KM (3.30 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM CITY HALL IN
 LG0333'CRETE, THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG SOUTHWEST 142ND
 LG0333'STREET, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG WEST PARKER ROAD,
 LG0333'THENCE 0.1 KM (0.05 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN
 LG0333'RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END
 LG0333'OF THE CENTER PIER OF A CULVERT, 3.0 M (9.8 FT) NORTHWEST OF THE NEAR
 LG0333'RAIL, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0177 ***********************************************************************
 NO0177  DESIGNATION -  C 21
 NO0177  PID         -  NO0177
 NO0177  STATE/COUNTY-  NE/CHERRY
 NO0177  USGS QUAD   -  KENNEDY (1985)
 NO0177
 NO0177                         *CURRENT SURVEY CONTROL
 NO0177  ___________________________________________________________________
 NO0177* NAD 83(1986)-  42 30 08.     (N)    100 50 04.     (W)     SCALED    
 NO0177* NAVD 88     -       930.063  (meters)    3051.38   (feet)  ADJUSTED  
 NO0177  ___________________________________________________________________
 NO0177  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 NO0177  DYNAMIC HT  -         929.632 (meters)    3049.97  (feet)  COMP
 NO0177  MODELED GRAV-     980,125.5   (mgal)                       NAVD 88
 NO0177
 NO0177  VERT ORDER  -  FIRST     CLASS II
 NO0177
 NO0177.The horizontal coordinates were scaled from a topographic map and have
 NO0177.an estimated accuracy of +/- 6 seconds.
 NO0177
 NO0177.The orthometric height was determined by differential leveling
 NO0177.and adjusted by the National Geodetic Survey in June 1991..
 NO0177
 NO0177.The geoid height was determined by GEOID03.
 NO0177
 NO0177.The dynamic height is computed by dividing the NAVD 88
 NO0177.geopotential number by the normal gravity value computed on the
 NO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0177.degrees latitude (g = 980.6199 gals.).
 NO0177
 NO0177.The modeled gravity was interpolated from observed gravity values.
 NO0177
 NO0177;                    North         East    Units  Estimated Accuracy
 NO0177;SPC NE       -   296,660.      431,430.      MT  (+/- 180 meters Scaled)
 NO0177
 NO0177                          SUPERSEDED SURVEY CONTROL
 NO0177
 NO0177  NGVD 29 (??/??/92)  929.751  (m)         3050.36   (f) ADJ UNCH    1 2
 NO0177
 NO0177.Superseded values are not recommended for survey control.
 NO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0177.See file dsdata.txt to determine how the superseded data were derived.
 NO0177
 NO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN492071(NAD 83)
 NO0177_MARKER: DB = BENCH MARK DISK
 NO0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0177_STAMPING: 3050.358 C 21 1933
 NO0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0177+STABILITY: SURFACE MOTION
 NO0177
 NO0177  HISTORY     - Date     Condition        Report By
 NO0177  HISTORY     - 1933     MONUMENTED       CGS
 NO0177  HISTORY     - 1934     GOOD             NGS
 NO0177  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0177
 NO0177                          STATION DESCRIPTION
 NO0177
 NO0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0177'38.6 MI SW FROM VALENTINE.
 NO0177'2.5 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE ROAD JUNCTION
 NO0177'AT TINY TOWN, CHERRY COUNTY, 0.2 MILE NORTH OF THE JUNCTION OF
 NO0177'ROADS LEADING TO MULLEN AND BROWNLEE, 150 FEET EAST OF THE
 NO0177'NORTH SIDE OF LONE TREE LAKE, 100 FEET EAST OF A CATTLEGUARD,
 NO0177'AND AT A FENCE LINE.  A STANDARD DISK, STAMPED 3050.358 C 21
 NO0177'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTION 3 INCHES
 NO0177'ABOVE GROUND.
 NO0177
 NO0177                          STATION RECOVERY (1984)
 NO0177
 NO0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1391 ***********************************************************************
 MK1391  DESIGNATION -  C 211
 MK1391  PID         -  MK1391
 MK1391  STATE/COUNTY-  NE/MERRICK
 MK1391  USGS QUAD   -  SILVER CREEK (1958)
 MK1391
 MK1391                         *CURRENT SURVEY CONTROL
 MK1391  ___________________________________________________________________
 MK1391* NAD 83(1986)-  41 18 56.     (N)    097 39 47.     (W)     SCALED    
 MK1391* NAVD 88     -       473.097  (meters)    1552.15   (feet)  ADJUSTED  
 MK1391  ___________________________________________________________________
 MK1391  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 MK1391  DYNAMIC HT  -         472.878 (meters)    1551.43  (feet)  COMP
 MK1391  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 MK1391
 MK1391  VERT ORDER  -  FIRST     CLASS II
 MK1391
 MK1391.The horizontal coordinates were scaled from a topographic map and have
 MK1391.an estimated accuracy of +/- 6 seconds.
 MK1391
 MK1391.The orthometric height was determined by differential leveling
 MK1391.and adjusted by the National Geodetic Survey in June 1991..
 MK1391
 MK1391.The geoid height was determined by GEOID03.
 MK1391
 MK1391.The dynamic height is computed by dividing the NAVD 88
 MK1391.geopotential number by the normal gravity value computed on the
 MK1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1391.degrees latitude (g = 980.6199 gals.).
 MK1391
 MK1391.The modeled gravity was interpolated from observed gravity values.
 MK1391
 MK1391;                    North         East    Units  Estimated Accuracy
 MK1391;SPC NE       -   167,210.      695,590.      MT  (+/- 180 meters Scaled)
 MK1391
 MK1391                          SUPERSEDED SURVEY CONTROL
 MK1391
 MK1391  NGVD 29 (??/??/92)  472.898  (m)         1551.50   (f) ADJ UNCH    1 2
 MK1391
 MK1391.Superseded values are not recommended for survey control.
 MK1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1391.See file dsdata.txt to determine how the superseded data were derived.
 MK1391
 MK1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL119746(NAD 83)
 MK1391_MARKER: DB = BENCH MARK DISK
 MK1391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1391_SP_SET: WALL
 MK1391_STAMPING: C 211 1940
 MK1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1391
 MK1391  HISTORY     - Date     Condition        Report By
 MK1391  HISTORY     - 1940     MONUMENTED       CGS
 MK1391  HISTORY     - 1950     GOOD             NGS
 MK1391
 MK1391                          STATION DESCRIPTION
 MK1391
 MK1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1391'AT SILVER CREEK.
 MK1391'AT SILVER CREEK BENCH MARK IS LOCATED IN THE NORTH WALL OF THE
 MK1391'CITY HALL, 33.5 FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY NO. 30,
 MK1391'5.1 FEET WEST OF CENTERLINE OF ENTRANCE, B.M. IS SET FLUSH AND
 MK1391'VERTICALLY 4.0 FEET ABOVE THE LEVEL OF SIDEWALK.  NO 4 X 4 INCH
 MK1391'WOODEN POST WAS SET BECAUSE CITY HALL SERVES AS LANDMARK.
 MK1391
 MK1391                          STATION RECOVERY (1950)
 MK1391
 MK1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1362 ***********************************************************************
 MK1362  DESIGNATION -  C 212
 MK1362  PID         -  MK1362
 MK1362  STATE/COUNTY-  NE/MERRICK
 MK1362  USGS QUAD   -  POLK NW (1962)
 MK1362
 MK1362                         *CURRENT SURVEY CONTROL
 MK1362  ___________________________________________________________________
 MK1362* NAD 83(1986)-  41 07 58.     (N)    097 58 30.     (W)     SCALED    
 MK1362* NAVD 88     -       514.297  (meters)    1687.32   (feet)  ADJUSTED  
 MK1362  ___________________________________________________________________
 MK1362  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 MK1362  DYNAMIC HT  -         514.044 (meters)    1686.49  (feet)  COMP
 MK1362  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 MK1362
 MK1362  VERT ORDER  -  FIRST     CLASS II
 MK1362
 MK1362.The horizontal coordinates were scaled from a topographic map and have
 MK1362.an estimated accuracy of +/- 6 seconds.
 MK1362
 MK1362.The orthometric height was determined by differential leveling
 MK1362.and adjusted by the National Geodetic Survey in June 1991..
 MK1362
 MK1362.The geoid height was determined by GEOID03.
 MK1362
 MK1362.The dynamic height is computed by dividing the NAVD 88
 MK1362.geopotential number by the normal gravity value computed on the
 MK1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1362.degrees latitude (g = 980.6199 gals.).
 MK1362
 MK1362.The modeled gravity was interpolated from observed gravity values.
 MK1362
 MK1362;                    North         East    Units  Estimated Accuracy
 MK1362;SPC NE       -   146,260.      669,960.      MT  (+/- 180 meters Scaled)
 MK1362
 MK1362                          SUPERSEDED SURVEY CONTROL
 MK1362
 MK1362  NGVD 29 (??/??/92)  514.080  (m)         1686.61   (f) ADJ UNCH    1 2
 MK1362
 MK1362.Superseded values are not recommended for survey control.
 MK1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1362.See file dsdata.txt to determine how the superseded data were derived.
 MK1362
 MK1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL860540(NAD 83)
 MK1362_MARKER: DB = BENCH MARK DISK
 MK1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1362_STAMPING: C 212 1940
 MK1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1362+STABILITY: SURFACE MOTION
 MK1362
 MK1362  HISTORY     - Date     Condition        Report By
 MK1362  HISTORY     - 1940     MONUMENTED       CGS
 MK1362  HISTORY     - 1950     GOOD             NGS
 MK1362
 MK1362                          STATION DESCRIPTION
 MK1362
 MK1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1362'2 MI NE FROM CENTRAL CITY.
 MK1362'2.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1362'STATION AT CENTRAL CITY, MERRICK COUNTY, 575 FEET NORTHEAST OF
 MK1362'MILEPOST 123, 25 FEET SOUTHWEST OF THE SIXTH POLE NORTHEAST OF THE
 MK1362'MILEPOST, AT THE CROSSING OF A NORTH-AND-SOUTH DIRT ROAD, 55
 MK1362'FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 30, 46 FEET
 MK1362'SOUTHWEST OF THE CENTER OF THE CROSSING, IN LINE WITH A ROW OF
 MK1362'POLES, AND 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A
 MK1362'STANDARD DISK, STAMPED C 212 1940 AND SET IN THE TOP OF A CONCRETE
 MK1362'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 MK1362
 MK1362                          STATION RECOVERY (1950)
 MK1362
 MK1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK1362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1138 ***********************************************************************
 MK1138  DESIGNATION -  C 213
 MK1138  PID         -  MK1138
 MK1138  STATE/COUNTY-  NE/MADISON
 MK1138  USGS QUAD   -  MADISON (1976)
 MK1138
 MK1138                         *CURRENT SURVEY CONTROL
 MK1138  ___________________________________________________________________
 MK1138* NAD 83(1986)-  41 47 11.     (N)    097 28 51.     (W)     SCALED    
 MK1138* NAVD 88     -       491.085  (meters)    1611.17   (feet)  ADJUSTED  
 MK1138  ___________________________________________________________________
 MK1138  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 MK1138  DYNAMIC HT  -         490.884 (meters)    1610.51  (feet)  COMP
 MK1138  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 MK1138
 MK1138  VERT ORDER  -  FIRST     CLASS II
 MK1138
 MK1138.The horizontal coordinates were scaled from a topographic map and have
 MK1138.an estimated accuracy of +/- 6 seconds.
 MK1138
 MK1138.The orthometric height was determined by differential leveling
 MK1138.and adjusted by the National Geodetic Survey in June 1991..
 MK1138
 MK1138.The geoid height was determined by GEOID03.
 MK1138
 MK1138.The dynamic height is computed by dividing the NAVD 88
 MK1138.geopotential number by the normal gravity value computed on the
 MK1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1138.degrees latitude (g = 980.6199 gals.).
 MK1138
 MK1138.The modeled gravity was interpolated from observed gravity values.
 MK1138
 MK1138;                    North         East    Units  Estimated Accuracy
 MK1138;SPC NE       -   219,890.      709,310.      MT  (+/- 180 meters Scaled)
 MK1138
 MK1138                          SUPERSEDED SURVEY CONTROL
 MK1138
 MK1138  NGVD 29 (??/??/92)  490.902  (m)         1610.57   (f) ADJ UNCH    1 2
 MK1138
 MK1138.Superseded values are not recommended for survey control.
 MK1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1138.See file dsdata.txt to determine how the superseded data were derived.
 MK1138
 MK1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM262271(NAD 83)
 MK1138_MARKER: DB = BENCH MARK DISK
 MK1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1138_STAMPING: C 213 1940
 MK1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1138+STABILITY: SURFACE MOTION
 MK1138
 MK1138  HISTORY     - Date     Condition        Report By
 MK1138  HISTORY     - 1940     MONUMENTED       CGS
 MK1138
 MK1138                          STATION DESCRIPTION
 MK1138
 MK1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1138'3 MI SW FROM MADISON.
 MK1138'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 0.1
 MK1138'MILE NORTH OF PRIVATE ROAD CROSSING, 48.5 FEET WEST OF CENTERLINE
 MK1138'OF TRACK, 3.3 FEET NORTH OF 4 X 4 INCH WHITE WOODEN POST
 MK1138'PROJECTING 2.0 FEET, 1.5 FEET EAST OF RIGHT-OF-WAY FENCE, MIDWAY
 MK1138'BETWEEN TWO CONCRETE FENCE POSTS 8.0 FEET APART.  MONUMENT
 MK1138'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1232 ***********************************************************************
 NM1232  DESIGNATION -  C 214 RESET
 NM1232  PID         -  NM1232
 NM1232  STATE/COUNTY-  NE/PIERCE
 NM1232  USGS QUAD   -  PIERCE (1976)
 NM1232
 NM1232                         *CURRENT SURVEY CONTROL
 NM1232  ___________________________________________________________________
 NM1232* NAD 83(1986)-  42 10 39.     (N)    097 30 13.     (W)     SCALED    
 NM1232* NAVD 88     -       479.55   (meters)    1573.3    (feet)  RESET     
 NM1232  ___________________________________________________________________
 NM1232  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 NM1232
 NM1232  VERT ORDER  -  THIRD
 NM1232
 NM1232.The horizontal coordinates were scaled from a topographic map and have
 NM1232.an estimated accuracy of +/- 6 seconds.
 NM1232
 NM1232.The orthometric height was computed from unverified reset data.
 NM1232.No vertical observational check was made to the station.
 NM1232
 NM1232.The geoid height was determined by GEOID03.
 NM1232
 NM1232;                    North         East    Units  Estimated Accuracy
 NM1232;SPC NE       -   263,250.      706,170.      MT  (+/- 180 meters Scaled)
 NM1232
 NM1232                          SUPERSEDED SURVEY CONTROL
 NM1232
 NM1232  NGVD 29 (08/02/06)  479.38   (m)         1572.8    (f) RESET       3  
 NM1232
 NM1232.Superseded values are not recommended for survey control.
 NM1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1232.See file dsdata.txt to determine how the superseded data were derived.
 NM1232
 NM1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM235705(NAD 83)
 NM1232_MARKER: DB = BENCH MARK DISK
 NM1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1232_STAMPING: C 214 RESET 1974
 NM1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1232+STABILITY: SURFACE MOTION
 NM1232
 NM1232  HISTORY     - Date     Condition        Report By
 NM1232  HISTORY     - 1974     MONUMENTED       NEDR
 NM1232
 NM1232                          STATION DESCRIPTION
 NM1232
 NM1232'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1974
 NM1232'1.8 MI SE FROM PIERCE.
 NM1232'1.8 MILES SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY FROM
 NM1232'THE STATION IN PIERCE, PIERCE COUNTY, 181 FEET WEST OF THE
 NM1232'CENTERLINE OF THE TRACK, 70 FEET WEST OF THE CENTERLINE OF NEBRASKA
 NM1232'HIGHWAY 13 (STA. 630+82), 4.7 FEET NORTHEAST OF A POWER POLE, 8.7
 NM1232'FEET NORTH OF A CONCRETE RIGHT OF WAY MARKER POST AND 2.5 FEET
 NM1232'SOUTH OF A WHITE WOODEN WITNESS POST.  SET IN TOP OF A CONCRETE
 NM1232'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0105 ***********************************************************************
 NP0105  DESIGNATION -  C 215
 NP0105  PID         -  NP0105
 NP0105  STATE/COUNTY-  NE/SHERIDAN
 NP0105  USGS QUAD   -  ELLSWORTH (1989)
 NP0105
 NP0105                         *CURRENT SURVEY CONTROL
 NP0105  ___________________________________________________________________
 NP0105* NAD 83(1986)-  42 03 36.     (N)    102 17 48.     (W)     SCALED    
 NP0105* NAVD 88     -      1193.099  (meters)    3914.36   (feet)  ADJUSTED  
 NP0105  ___________________________________________________________________
 NP0105  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 NP0105  DYNAMIC HT  -        1192.402 (meters)    3912.07  (feet)  COMP
 NP0105  MODELED GRAV-     979,996.8   (mgal)                       NAVD 88
 NP0105
 NP0105  VERT ORDER  -  SECOND    CLASS 0
 NP0105
 NP0105.The horizontal coordinates were scaled from a topographic map and have
 NP0105.an estimated accuracy of +/- 6 seconds.
 NP0105
 NP0105.The orthometric height was determined by differential leveling
 NP0105.and adjusted by the National Geodetic Survey in June 1991..
 NP0105
 NP0105.The geoid height was determined by GEOID03.
 NP0105
 NP0105.The dynamic height is computed by dividing the NAVD 88
 NP0105.geopotential number by the normal gravity value computed on the
 NP0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0105.degrees latitude (g = 980.6199 gals.).
 NP0105
 NP0105.The modeled gravity was interpolated from observed gravity values.
 NP0105
 NP0105;                    North         East    Units  Estimated Accuracy
 NP0105;SPC NE       -   249,740.      309,980.      MT  (+/- 180 meters Scaled)
 NP0105
 NP0105                          SUPERSEDED SURVEY CONTROL
 NP0105
 NP0105  NGVD 29 (??/??/92) 1192.532  (m)         3912.50   (f) ADJ UNCH    2 0
 NP0105
 NP0105.Superseded values are not recommended for survey control.
 NP0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0105.See file dsdata.txt to determine how the superseded data were derived.
 NP0105
 NP0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG236599(NAD 83)
 NP0105_MARKER: DB = BENCH MARK DISK
 NP0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0105_STAMPING: C 215 1940
 NP0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0105+STABILITY: SURFACE MOTION
 NP0105
 NP0105  HISTORY     - Date     Condition        Report By
 NP0105  HISTORY     - 1940     MONUMENTED       CGS
 NP0105
 NP0105                          STATION DESCRIPTION
 NP0105
 NP0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0105'0.8 MI W FROM ELLSWORTH.
 NP0105'0.8 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0105'FROM THE STATION AT ELLSWORTH, SHERIDAN COUNTY, 310 FEET EAST OF
 NP0105'SWITCHSTAND, AT THE WEST END OF A SIDE-TRACK, 75 FEET NORTH OF
 NP0105'THE CENTERLINE OF STATE HIGHWAY 2, 58 FEET SOUTH OF THE CENTERLINE
 NP0105'OF THE MAIN TRACK, AND 2.4 FEET EAST OF A 4- BY 4-INCH WHITE
 NP0105'POST PROJECTING 2.0 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 NP0105'C 215 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0105'ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0222 ***********************************************************************
 LG0222  DESIGNATION -  C 216
 LG0222  PID         -  LG0222
 LG0222  STATE/COUNTY-  NE/PAWNEE
 LG0222  USGS QUAD   -  TABLE ROCK (1965)
 LG0222
 LG0222                         *CURRENT SURVEY CONTROL
 LG0222  ___________________________________________________________________
 LG0222* NAD 83(1986)-  40 08 47.     (N)    096 01 10.     (W)     SCALED    
 LG0222* NAVD 88     -       307.303  (meters)    1008.21   (feet)  ADJUSTED  
 LG0222  ___________________________________________________________________
 LG0222  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LG0222  DYNAMIC HT  -         307.134 (meters)    1007.66  (feet)  COMP
 LG0222  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 LG0222
 LG0222  VERT ORDER  -  SECOND    CLASS 0
 LG0222
 LG0222.The horizontal coordinates were scaled from a topographic map and have
 LG0222.an estimated accuracy of +/- 6 seconds.
 LG0222
 LG0222.The orthometric height was determined by differential leveling
 LG0222.and adjusted by the National Geodetic Survey in June 1991..
 LG0222
 LG0222.The geoid height was determined by GEOID03.
 LG0222
 LG0222.The dynamic height is computed by dividing the NAVD 88
 LG0222.geopotential number by the normal gravity value computed on the
 LG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0222.degrees latitude (g = 980.6199 gals.).
 LG0222
 LG0222.The modeled gravity was interpolated from observed gravity values.
 LG0222
 LG0222;                    North         East    Units  Estimated Accuracy
 LG0222;SPC NE       -    42,570.      839,050.      MT  (+/- 180 meters Scaled)
 LG0222
 LG0222                          SUPERSEDED SURVEY CONTROL
 LG0222
 LG0222  NGVD 29 (??/??/92)  307.218  (m)         1007.93   (f) ADJ UNCH    2 0
 LG0222
 LG0222.Superseded values are not recommended for survey control.
 LG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0222.See file dsdata.txt to determine how the superseded data were derived.
 LG0222
 LG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK538482(NAD 83)
 LG0222_MARKER: DB = BENCH MARK DISK
 LG0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0222_SP_SET: ABUTMENT
 LG0222_STAMPING: C 216 1945
 LG0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0222
 LG0222  HISTORY     - Date     Condition        Report By
 LG0222  HISTORY     - 1945     MONUMENTED       CGS
 LG0222
 LG0222                          STATION DESCRIPTION
 LG0222
 LG0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LG0222'3.8 MI SE FROM TABLE ROCK.
 LG0222'3.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 LG0222'RAILROAD FROM THE STATION AT TABLE ROCK, NEBRASKA.  FOUR TELEPHONE
 LG0222'POLES EAST OF A CROSS ROAD, AN IRON DISK SET IN THE SOUTH END OF
 LG0222'THE EAST ABUTMENT OF BRIDGE NO. 44.30, 7.0 FEET SOUTH OF AND
 LG0222'ABOUT LEVEL WITH THE CENTER LINE OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0223 ***********************************************************************
 LG0223  DESIGNATION -  C 216 RESET
 LG0223  PID         -  LG0223
 LG0223  STATE/COUNTY-  NE/PAWNEE
 LG0223  USGS QUAD   -  TABLE ROCK (1965)
 LG0223
 LG0223                         *CURRENT SURVEY CONTROL
 LG0223  ___________________________________________________________________
 LG0223* NAD 83(1986)-  40 08 47.     (N)    096 01 10.     (W)     SCALED    
 LG0223* NAVD 88     -       307.75   (meters)    1009.7    (feet)  RESET     
 LG0223  ___________________________________________________________________
 LG0223  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LG0223
 LG0223  VERT ORDER  -  THIRD
 LG0223
 LG0223.The horizontal coordinates were scaled from a topographic map and have
 LG0223.an estimated accuracy of +/- 6 seconds.
 LG0223
 LG0223.The orthometric height was computed from unverified reset data.
 LG0223
 LG0223.The geoid height was determined by GEOID03.
 LG0223
 LG0223;                    North         East    Units  Estimated Accuracy
 LG0223;SPC NE       -    42,570.      839,050.      MT  (+/- 180 meters Scaled)
 LG0223
 LG0223                          SUPERSEDED SURVEY CONTROL
 LG0223
 LG0223  NGVD 29 (??/??/??)  307.67   (m)         1009.4    (f) RESET       3  
 LG0223
 LG0223.Superseded values are not recommended for survey control.
 LG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0223.See file dsdata.txt to determine how the superseded data were derived.
 LG0223
 LG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK538482(NAD 83)
 LG0223_MARKER: DB = BENCH MARK DISK
 LG0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0223_STAMPING: C 216 RESET 1953
 LG0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0223+STABILITY: SURFACE MOTION
 LG0223
 LG0223  HISTORY     - Date     Condition        Report By
 LG0223  HISTORY     - 1953     MONUMENTED       CBQRR
 LG0223  HISTORY     - 1954     GOOD             NGS
 LG0223  HISTORY     - 1981     GOOD             LOCSUR
 LG0223
 LG0223                          STATION DESCRIPTION
 LG0223
 LG0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LG0223'3.9 MI E FROM TABLE ROCK.
 LG0223'917 FEET EAST OF A PUBLIC ROAD CROSSING, 37 FEET WEST OF A PRIVATE
 LG0223'ROAD CROSSING, AND 43.6 FEET NORTH OF THE CENTER LINE OF THE
 LG0223'TRACK.  SET IN THE TOP OF A CONCRETE POST.
 LG0223
 LG0223                          STATION RECOVERY (1981)
 LG0223
 LG0223'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LG0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0171 ***********************************************************************
 NN0171  DESIGNATION -  C 217
 NN0171  PID         -  NN0171
 NN0171  STATE/COUNTY-  NE/HOLT
 NN0171  USGS QUAD   -  PAGE (1986)
 NN0171
 NN0171                         *CURRENT SURVEY CONTROL
 NN0171  ___________________________________________________________________
 NN0171* NAD 83(1986)-  42 24 49.     (N)    098 25 02.     (W)     SCALED    
 NN0171* NAVD 88     -       602.658  (meters)    1977.22   (feet)  ADJUSTED  
 NN0171  ___________________________________________________________________
 NN0171  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 NN0171  DYNAMIC HT  -         602.421 (meters)    1976.44  (feet)  COMP
 NN0171  MODELED GRAV-     980,209.3   (mgal)                       NAVD 88
 NN0171
 NN0171  VERT ORDER  -  FIRST     CLASS II
 NN0171
 NN0171.The horizontal coordinates were scaled from a topographic map and have
 NN0171.an estimated accuracy of +/- 6 seconds.
 NN0171
 NN0171.The orthometric height was determined by differential leveling
 NN0171.and adjusted by the National Geodetic Survey in June 1991..
 NN0171
 NN0171.The geoid height was determined by GEOID03.
 NN0171
 NN0171.The dynamic height is computed by dividing the NAVD 88
 NN0171.geopotential number by the normal gravity value computed on the
 NN0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0171.degrees latitude (g = 980.6199 gals.).
 NN0171
 NN0171.The modeled gravity was interpolated from observed gravity values.
 NN0171
 NN0171;                    North         East    Units  Estimated Accuracy
 NN0171;SPC NE       -   287,680.      630,250.      MT  (+/- 180 meters Scaled)
 NN0171
 NN0171                          SUPERSEDED SURVEY CONTROL
 NN0171
 NN0171  NGVD 29 (??/??/92)  602.453  (m)         1976.55   (f) ADJ UNCH    1 2
 NN0171
 NN0171.Superseded values are not recommended for survey control.
 NN0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0171.See file dsdata.txt to determine how the superseded data were derived.
 NN0171
 NN0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM479958(NAD 83)
 NN0171_MARKER: DB = BENCH MARK DISK
 NN0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0171_STAMPING: C 217 1946
 NN0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0171+STABILITY: SURFACE MOTION
 NN0171
 NN0171  HISTORY     - Date     Condition        Report By
 NN0171  HISTORY     - 1946     MONUMENTED       CGS
 NN0171
 NN0171                          STATION DESCRIPTION
 NN0171
 NN0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0171'0.9 MI N FROM PAGE.
 NN0171'0.9 MILE NORTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0171'PAGE, HOLT COUNTY, 36 FEET NORTHWEST OF A 14-INCH WILLOW TREE,
 NN0171'35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET SOUTH
 NN0171'OF THE LINE OF A FENCE LEADING EAST FROM THE HIGHWAY, 1 FOOT
 NN0171'WEST OF ANOTHER FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 NN0171'POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 NN0171'C 217 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0171'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0324 ***********************************************************************
 NN0324  DESIGNATION -  C 218
 NN0324  PID         -  NN0324
 NN0324  STATE/COUNTY-  NE/HOLT
 NN0324  USGS QUAD   -  ATKINSON (1974)
 NN0324
 NN0324                         *CURRENT SURVEY CONTROL
 NN0324  ___________________________________________________________________
 NN0324* NAD 83(1986)-  42 30 05.     (N)    098 55 29.     (W)     SCALED    
 NN0324* NAVD 88     -       632.250  (meters)    2074.31   (feet)  ADJUSTED  
 NN0324  ___________________________________________________________________
 NN0324  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 NN0324  DYNAMIC HT  -         631.998 (meters)    2073.48  (feet)  COMP
 NN0324  MODELED GRAV-     980,202.9   (mgal)                       NAVD 88
 NN0324
 NN0324  VERT ORDER  -  FIRST     CLASS II
 NN0324
 NN0324.The horizontal coordinates were scaled from a topographic map and have
 NN0324.an estimated accuracy of +/- 6 seconds.
 NN0324
 NN0324.The orthometric height was determined by differential leveling
 NN0324.and adjusted by the National Geodetic Survey in June 1991..
 NN0324
 NN0324.The geoid height was determined by GEOID03.
 NN0324
 NN0324.The dynamic height is computed by dividing the NAVD 88
 NN0324.geopotential number by the normal gravity value computed on the
 NN0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0324.degrees latitude (g = 980.6199 gals.).
 NN0324
 NN0324.The modeled gravity was interpolated from observed gravity values.
 NN0324
 NN0324;                    North         East    Units  Estimated Accuracy
 NN0324;SPC NE       -   296,790.      588,370.      MT  (+/- 180 meters Scaled)
 NN0324
 NN0324                          SUPERSEDED SURVEY CONTROL
 NN0324
 NN0324  NGVD 29 (??/??/92)  632.024  (m)         2073.57   (f) ADJ UNCH    1 2
 NN0324
 NN0324.Superseded values are not recommended for survey control.
 NN0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0324.See file dsdata.txt to determine how the superseded data were derived.
 NN0324
 NN0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN061054(NAD 83)
 NN0324_MARKER: DB = BENCH MARK DISK
 NN0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0324_STAMPING: C 218 1946
 NN0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0324+STABILITY: SURFACE MOTION
 NN0324
 NN0324  HISTORY     - Date     Condition        Report By
 NN0324  HISTORY     - 1946     MONUMENTED       CGS
 NN0324  HISTORY     - 1982     GOOD             LOCSUR
 NN0324
 NN0324                          STATION DESCRIPTION
 NN0324
 NN0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0324'3.2 MI SE FROM ATKINSON.
 NN0324'3.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0324'FROM THE STATION AT ATKINSON, HOLT COUNTY, 9 POLES NORTHWEST OF
 NN0324'MILEPOST 170, AT A PRIVATE-ROAD CROSSING, 49 FEET SOUTHWEST OF
 NN0324'THE CENTERLINE OF THE TRACK, 21 FEET NORTHWEST OF THE CENTERLINE OF
 NN0324'THE FARM DRIVE, 8 FEET NORTHWEST OF THE NORTHWEST END OF A STEEL
 NN0324'GATE, 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTHEAST
 NN0324'OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE TRACK.
 NN0324'A STANDARD DISK, STAMPED C 218 1946 AND SET IN THE TOP OF A
 NN0324'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0324
 NN0324                          STATION RECOVERY (1982)
 NN0324
 NN0324'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0406 ***********************************************************************
 NN0406  DESIGNATION -  C 219
 NN0406  PID         -  NN0406
 NN0406  STATE/COUNTY-  NE/HOLT
 NN0406  USGS QUAD   -  DUSTIN (1951)
 NN0406
 NN0406                         *CURRENT SURVEY CONTROL
 NN0406  ___________________________________________________________________
 NN0406* NAD 83(1986)-  42 50 17.     (N)    099 06 27.     (W)     SCALED    
 NN0406* NAVD 88     -       563.106  (meters)    1847.46   (feet)  ADJUSTED  
 NN0406  ___________________________________________________________________
 NN0406  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 NN0406  DYNAMIC HT  -         562.900 (meters)    1846.78  (feet)  COMP
 NN0406  MODELED GRAV-     980,237.6   (mgal)                       NAVD 88
 NN0406
 NN0406  VERT ORDER  -  SECOND    CLASS 0
 NN0406
 NN0406.The horizontal coordinates were scaled from a topographic map and have
 NN0406.an estimated accuracy of +/- 6 seconds.
 NN0406
 NN0406.The orthometric height was determined by differential leveling
 NN0406.and adjusted by the National Geodetic Survey in June 1991..
 NN0406
 NN0406.The geoid height was determined by GEOID03.
 NN0406
 NN0406.The dynamic height is computed by dividing the NAVD 88
 NN0406.geopotential number by the normal gravity value computed on the
 NN0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0406.degrees latitude (g = 980.6199 gals.).
 NN0406
 NN0406.The modeled gravity was interpolated from observed gravity values.
 NN0406
 NN0406;                    North         East    Units  Estimated Accuracy
 NN0406;SPC NE       -   334,010.      572,960.      MT  (+/- 180 meters Scaled)
 NN0406
 NN0406                          SUPERSEDED SURVEY CONTROL
 NN0406
 NN0406  NGVD 29 (??/??/92)  562.861  (m)         1846.65   (f) ADJ UNCH    2 0
 NN0406
 NN0406.Superseded values are not recommended for survey control.
 NN0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0406.See file dsdata.txt to determine how the superseded data were derived.
 NN0406
 NN0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN912428(NAD 83)
 NN0406_MARKER: DB = BENCH MARK DISK
 NN0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0406_STAMPING: C 219 1946
 NN0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0406+STABILITY: SURFACE MOTION
 NN0406
 NN0406  HISTORY     - Date     Condition        Report By
 NN0406  HISTORY     - 1946     MONUMENTED       CGS
 NN0406
 NN0406                          STATION DESCRIPTION
 NN0406
 NN0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0406'20.1 MI N FROM STUART.
 NN0406'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0406'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0406'NO. 20, THENCE NORTH 17.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0406'MARK, BENCH MARK IS AT THE NORTH EDGE OF A HILL OVER LOOKING THE
 NN0406'NIOBRARA RIVER, 32.0 FEET WEST OF AND ABOUT 1.0 FOOT LOWER THAN
 NN0406'THE CENTER LINE OF THE ROAD, ABOUT 51 YARDS NORTH OF A FENCE
 NN0406'CORNER, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT NORTH OF A 4 IN
 NN0406'X 4 IN MARKER POST.  A BRONZE DISK STAMPED C 219 1946 SET IN THE
 NN0406'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 NN0406'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0191 ***********************************************************************
 MM0191  DESIGNATION -  C 22
 MM0191  PID         -  MM0191
 MM0191  STATE/COUNTY-  NE/HOOKER
 MM0191  USGS QUAD   -  DISMAL RIVER RANCH NE (1985)
 MM0191
 MM0191                         *CURRENT SURVEY CONTROL
 MM0191  ___________________________________________________________________
 MM0191* NAD 83(1986)-  41 55 37.     (N)    101 03 03.     (W)     SCALED    
 MM0191* NAVD 88     -      1005.308  (meters)    3298.25   (feet)  ADJUSTED  
 MM0191  ___________________________________________________________________
 MM0191  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 MM0191  DYNAMIC HT  -        1004.776 (meters)    3296.50  (feet)  COMP
 MM0191  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 MM0191
 MM0191  VERT ORDER  -  FIRST     CLASS II
 MM0191
 MM0191.The horizontal coordinates were scaled from a topographic map and have
 MM0191.an estimated accuracy of +/- 6 seconds.
 MM0191
 MM0191.The orthometric height was determined by differential leveling
 MM0191.and adjusted by the National Geodetic Survey in June 1994..
 MM0191
 MM0191.The geoid height was determined by GEOID03.
 MM0191
 MM0191.The dynamic height is computed by dividing the NAVD 88
 MM0191.geopotential number by the normal gravity value computed on the
 MM0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0191.degrees latitude (g = 980.6199 gals.).
 MM0191
 MM0191.The modeled gravity was interpolated from observed gravity values.
 MM0191
 MM0191;                    North         East    Units  Estimated Accuracy
 MM0191;SPC NE       -   232,980.      412,870.      MT  (+/- 180 meters Scaled)
 MM0191
 MM0191                          SUPERSEDED SURVEY CONTROL
 MM0191
 MM0191  NAVD 88 (06/15/91) 1005.320  (m)         3298.29   (f) UNKNOWN     1 2
 MM0191  NGVD 29 (02/14/92) 1004.995  (m)         3297.22   (f) ADJUSTED    1 2
 MM0191
 MM0191.Superseded values are not recommended for survey control.
 MM0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0191.See file dsdata.txt to determine how the superseded data were derived.
 MM0191
 MM0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM299436(NAD 83)
 MM0191_MARKER: DB = BENCH MARK DISK
 MM0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0191_SP_SET: CONCRETE POST
 MM0191_STAMPING: 3297.185 C 22 1933
 MM0191_MARK LOGO: CGS   
 MM0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0191+STABILITY: SURFACE MOTION
 MM0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0191+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1991
 MM0191
 MM0191  HISTORY     - Date     Condition        Report By
 MM0191  HISTORY     - 1933     MONUMENTED       CGS
 MM0191  HISTORY     - 1984     MARK NOT FOUND   USGS
 MM0191  HISTORY     - 19910927 GOOD             NGS
 MM0191
 MM0191                          STATION DESCRIPTION
 MM0191
 MM0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0191'8.5 MI S FROM MULLEN.
 MM0191'8.5 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0191'MULLEN, HOOKER COUNTY, AT A SCHOOLHOUSE, 24 FEET SOUTH AND
 MM0191'21 FEET EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 46 FEET
 MM0191'WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 20 FEET WEST OF THE
 MM0191'SOUTHEAST CORNER OF THE SCHOOLYARD, AND 1-1/2 FEET NORTH OF THE
 MM0191'SOUTH FENCE.  A STANDARD DISK, STAMPED 3297.185 C 22 1933 AND
 MM0191'SET IN THE TOP OF A CONCRETE POST.
 MM0191
 MM0191                          STATION RECOVERY (1984)
 MM0191
 MM0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0191'MARK NOT FOUND.
 MM0191
 MM0191                          STATION RECOVERY (1991)
 MM0191
 MM0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0191'13.1 KM (8.15 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0191'OF STATE HIGHWAY 2 IN MULLEN, 35.7 M (117.1 FT) WEST OF THE
 MM0191'CENTERLINE OF THE HIGHWAY, 25.1 M (82.3 FT) WEST OF A FENCE, 0.5 M
 MM0191'(1.6 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 MM0191'GROUND SURFACE.  NOTE--THE NORTH EDGE OF THE MONUMENT HAS BEEN
 MM0191'CHIPPED, THE DISK HAS BEEN SCRAPED, AND ALL THAT REMAINS OF THE
 MM0191'ORIGINAL STAMPING C 1933 3297.185.  THE MONUMENT IS ON PROPERTY OWNED
 MM0191'BY THE DISMAL RIVER RANCH, CONTACT--MARY HELEN MARLAND, HC 4, BOX 19,
 MM0191'MULLEN, NEBRASKA 69152, TELEPHONE NUMBER (308) 546-2546.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0366 ***********************************************************************
 NN0366  DESIGNATION -  C 220
 NN0366  PID         -  NN0366
 NN0366  STATE/COUNTY-  NE/ROCK
 NN0366  USGS QUAD   -  NEWPORT (1954)
 NN0366
 NN0366                         *CURRENT SURVEY CONTROL
 NN0366  ___________________________________________________________________
 NN0366* NAD 83(1986)-  42 35 38.     (N)    099 21 12.     (W)     SCALED    
 NN0366* NAVD 88     -       684.356  (meters)    2245.26   (feet)  ADJUSTED  
 NN0366  ___________________________________________________________________
 NN0366  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 NN0366  DYNAMIC HT  -         684.083 (meters)    2244.36  (feet)  COMP
 NN0366  MODELED GRAV-     980,198.8   (mgal)                       NAVD 88
 NN0366
 NN0366  VERT ORDER  -  FIRST     CLASS II
 NN0366
 NN0366.The horizontal coordinates were scaled from a topographic map and have
 NN0366.an estimated accuracy of +/- 6 seconds.
 NN0366
 NN0366.The orthometric height was determined by differential leveling
 NN0366.and adjusted by the National Geodetic Survey in June 1991..
 NN0366
 NN0366.The geoid height was determined by GEOID03.
 NN0366
 NN0366.The dynamic height is computed by dividing the NAVD 88
 NN0366.geopotential number by the normal gravity value computed on the
 NN0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0366.degrees latitude (g = 980.6199 gals.).
 NN0366
 NN0366.The modeled gravity was interpolated from observed gravity values.
 NN0366
 NN0366;                    North         East    Units  Estimated Accuracy
 NN0366;SPC NE       -   306,710.      553,070.      MT  (+/- 180 meters Scaled)
 NN0366
 NN0366                          SUPERSEDED SURVEY CONTROL
 NN0366
 NN0366  NGVD 29 (??/??/92)  684.117  (m)         2244.47   (f) ADJ UNCH    1 2
 NN0366
 NN0366.Superseded values are not recommended for survey control.
 NN0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0366.See file dsdata.txt to determine how the superseded data were derived.
 NN0366
 NN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN710157(NAD 83)
 NN0366_MARKER: DB = BENCH MARK DISK
 NN0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0366_STAMPING: C 220 1946
 NN0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0366+STABILITY: SURFACE MOTION
 NN0366
 NN0366  HISTORY     - Date     Condition        Report By
 NN0366  HISTORY     - 1946     MONUMENTED       CGS
 NN0366  HISTORY     - 1982     GOOD             LOCSUR
 NN0366
 NN0366                          STATION DESCRIPTION
 NN0366
 NN0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0366'0.5 MI S FROM NEWPORT.
 NN0366'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0366'NEWPORT ROCK COUNTY, THENCE 1.3 MILES WEST ALONG U.S. HIGHWAY
 NN0366'20, 71.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 70.5 FEET
 NN0366'SOUTH OF THE CENTERLINE OF THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0366'TRACK, 27.5 FEET SOUTH-SOUTHEAST OF A POLE, IN LINE WITH A
 NN0366'FENCE LEADING SOUTH FROM THE HIGHWAY, 1 FOOT NORTH OF A FENCE,
 NN0366'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER
 NN0366'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 220 1946 AND SET
 NN0366'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0366
 NN0366                          STATION RECOVERY (1982)
 NN0366
 NN0366'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1240 ***********************************************************************
 NM1240  DESIGNATION -  C 221
 NM1240  PID         -  NM1240
 NM1240  STATE/COUNTY-  NE/PIERCE
 NM1240  USGS QUAD   -  PIERCE (1976)
 NM1240
 NM1240                         *CURRENT SURVEY CONTROL
 NM1240  ___________________________________________________________________
 NM1240* NAD 83(1986)-  42 13 31.     (N)    097 34 11.     (W)     SCALED    
 NM1240* NAVD 88     -       492.308  (meters)    1615.18   (feet)  ADJUSTED  
 NM1240  ___________________________________________________________________
 NM1240  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 NM1240  DYNAMIC HT  -         492.121 (meters)    1614.57  (feet)  COMP
 NM1240  MODELED GRAV-     980,226.0   (mgal)                       NAVD 88
 NM1240
 NM1240  VERT ORDER  -  FIRST     CLASS II
 NM1240
 NM1240.The horizontal coordinates were scaled from a topographic map and have
 NM1240.an estimated accuracy of +/- 6 seconds.
 NM1240
 NM1240.The orthometric height was determined by differential leveling
 NM1240.and adjusted by the National Geodetic Survey in June 1991..
 NM1240
 NM1240.The geoid height was determined by GEOID03.
 NM1240
 NM1240.The dynamic height is computed by dividing the NAVD 88
 NM1240.geopotential number by the normal gravity value computed on the
 NM1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1240.degrees latitude (g = 980.6199 gals.).
 NM1240
 NM1240.The modeled gravity was interpolated from observed gravity values.
 NM1240
 NM1240;                    North         East    Units  Estimated Accuracy
 NM1240;SPC NE       -   268,390.      700,560.      MT  (+/- 180 meters Scaled)
 NM1240
 NM1240                          SUPERSEDED SURVEY CONTROL
 NM1240
 NM1240  NGVD 29 (??/??/92)  492.133  (m)         1614.61   (f) ADJ UNCH    1 2
 NM1240
 NM1240.Superseded values are not recommended for survey control.
 NM1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1240.See file dsdata.txt to determine how the superseded data were derived.
 NM1240
 NM1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM180757(NAD 83)
 NM1240_MARKER: DB = BENCH MARK DISK
 NM1240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1240_SP_SET: BRIDGE
 NM1240_STAMPING: C 221 1946
 NM1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1240
 NM1240  HISTORY     - Date     Condition        Report By
 NM1240  HISTORY     - 1946     MONUMENTED       CGS
 NM1240  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1240
 NM1240                          STATION DESCRIPTION
 NM1240
 NM1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1240'2.9 MI NW FROM PIERCE.
 NM1240'ABOUT 2.9 MILES NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO.
 NM1240'13 FROM THE PIERCE COUNTY COURTHOUSE AT PIERCE, 95 FEET SOUTHWEST
 NM1240'OF THE NORTHWEST END OF THE CHICAGO AND NORTH WESTERN RAILROAD
 NM1240'TRESTLE NO. 33, 12 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER
 NM1240'LINE OF THE HIGHWAY, A BRONZE DISC STAMPED C 221 1946 AND SET
 NM1240'IN THE NORTHEAST END OF THE SOUTHWEST WINGWALL OF A 30 FOOT
 NM1240'CONCRETE HIGHWAY BRIDGE.
 NM1240
 NM1240                          STATION RECOVERY (1999)
 NM1240
 NM1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1240'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1241 ***********************************************************************
 NM1241  DESIGNATION -  C 221 RESET
 NM1241  PID         -  NM1241
 NM1241  STATE/COUNTY-  NE/PIERCE
 NM1241  USGS QUAD   -  PIERCE (1976)
 NM1241
 NM1241                         *CURRENT SURVEY CONTROL
 NM1241  ___________________________________________________________________
 NM1241* NAD 83(1986)-  42 13 31.     (N)    097 34 11.     (W)     SCALED    
 NM1241* NAVD 88     -       491.36   (meters)    1612.1    (feet)  RESET     
 NM1241  ___________________________________________________________________
 NM1241  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 NM1241
 NM1241  VERT ORDER  -  THIRD
 NM1241
 NM1241.The horizontal coordinates were scaled from a topographic map and have
 NM1241.an estimated accuracy of +/- 6 seconds.
 NM1241
 NM1241.The orthometric height was computed from unverified reset data.
 NM1241
 NM1241.The geoid height was determined by GEOID03.
 NM1241
 NM1241;                    North         East    Units  Estimated Accuracy
 NM1241;SPC NE       -   268,390.      700,560.      MT  (+/- 180 meters Scaled)
 NM1241
 NM1241                          SUPERSEDED SURVEY CONTROL
 NM1241
 NM1241  NGVD 29 (??/??/??)  491.18   (m)         1611.5    (f) RESET       3  
 NM1241
 NM1241.Superseded values are not recommended for survey control.
 NM1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1241.See file dsdata.txt to determine how the superseded data were derived.
 NM1241
 NM1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM180757(NAD 83)
 NM1241_MARKER: DB = BENCH MARK DISK
 NM1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1241_STAMPING: C 221 1946 RESET 1959
 NM1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1241+STABILITY: SURFACE MOTION
 NM1241
 NM1241  HISTORY     - Date     Condition        Report By
 NM1241  HISTORY     - 1959     MONUMENTED       NEDR
 NM1241  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NM1241
 NM1241                          STATION DESCRIPTION
 NM1241
 NM1241'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM1241'2.9 MI NW FROM PIERCE.
 NM1241'ABOUT 2.9 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE
 NM1241'COUNTY COURTHOUSE AT PIERCE, 225 FEET SOUTHWEST OF THE NORTHWEST
 NM1241'END OF CHICAGO AND NORTHWESTERN RAILWAY TRESTLE 33, 82 FEET
 NM1241'SOUTHWEST OF THE SOUTHWEST END OF A TWIN 36 INCH BY 66 FEET
 NM1241'CORRUGATED METAL PIPE CULVERT, 115 FEET SOUTHWEST OF THE CENTERLINE
 NM1241'OF THE HIGHWAY, AND SET IN THE TOP OF A 8 INCH BY 8 INCH CONCRETE
 NM1241'POST PROJECTION ABOUT 2 INCHES ABOVE THE GROUND.
 NM1241
 NM1241                          STATION RECOVERY (1983)
 NM1241
 NM1241'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1274 ***********************************************************************
 NM1274  DESIGNATION -  C 222
 NM1274  PID         -  NM1274
 NM1274  STATE/COUNTY-  NE/ANTELOPE
 NM1274  USGS QUAD   -  BRUNSWICK (1963)
 NM1274
 NM1274                         *CURRENT SURVEY CONTROL
 NM1274  ___________________________________________________________________
 NM1274* NAD 83(1986)-  42 20 06.     (N)    097 59 25.     (W)     SCALED    
 NM1274* NAVD 88     -       572.001  (meters)    1876.64   (feet)  ADJUSTED  
 NM1274  ___________________________________________________________________
 NM1274  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 NM1274  DYNAMIC HT  -         571.779 (meters)    1875.91  (feet)  COMP
 NM1274  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 NM1274
 NM1274  VERT ORDER  -  FIRST     CLASS II
 NM1274
 NM1274.The horizontal coordinates were scaled from a topographic map and have
 NM1274.an estimated accuracy of +/- 6 seconds.
 NM1274
 NM1274.The orthometric height was determined by differential leveling
 NM1274.and adjusted by the National Geodetic Survey in June 1991..
 NM1274
 NM1274.The geoid height was determined by GEOID03.
 NM1274
 NM1274.The dynamic height is computed by dividing the NAVD 88
 NM1274.geopotential number by the normal gravity value computed on the
 NM1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1274.degrees latitude (g = 980.6199 gals.).
 NM1274
 NM1274.The modeled gravity was interpolated from observed gravity values.
 NM1274
 NM1274;                    North         East    Units  Estimated Accuracy
 NM1274;SPC NE       -   279,680.      665,580.      MT  (+/- 180 meters Scaled)
 NM1274
 NM1274                          SUPERSEDED SURVEY CONTROL
 NM1274
 NM1274  NGVD 29 (??/??/92)  571.803  (m)         1875.99   (f) ADJ UNCH    1 2
 NM1274
 NM1274.Superseded values are not recommended for survey control.
 NM1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1274.See file dsdata.txt to determine how the superseded data were derived.
 NM1274
 NM1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM831874(NAD 83)
 NM1274_MARKER: DB = BENCH MARK DISK
 NM1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1274_STAMPING: C 222 1946
 NM1274_MARK LOGO: CGS   
 NM1274_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1274+STABILITY: SURFACE MOTION
 NM1274
 NM1274  HISTORY     - Date     Condition        Report By
 NM1274  HISTORY     - 1946     MONUMENTED       CGS
 NM1274  HISTORY     - 19940815 GOOD             NEDR
 NM1274
 NM1274                          STATION DESCRIPTION
 NM1274
 NM1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1274'1 MI W FROM BRUNSWICK.
 NM1274'1.0 MILE WEST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 NM1274'BRUNSWICK, ANTELOPE COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 NM1274'ROAD, 117 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 NM1274'ROAD, 35 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 1 FOOT
 NM1274'NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A WHITE WOODEN
 NM1274'WITNESS POST, AND 2 FEET HIGHER THAN THE GRAVEL ROAD.  A STANDARD
 NM1274'DISK, STAMPED C 222 1946 AND SET IN THE TOP OF A CONCRETE POST
 NM1274'PROJECTING 4 INCHES ABOVE GROUND.
 NM1274
 NM1274                          STATION RECOVERY (1994)
 NM1274
 NM1274'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NM1274'LOCATED ABOUT 1.0 MI (1.6 KM) WEST FROM BRUNSWICK, ON PUBLIC
 NM1274'RIGHT-OF-WAY AND NEAR THE NORTHWEST CORNER OF SEC10, T27N, R6W. TO
 NM1274'REACH THE MARK FROM THE PUBLIC SCHOOL, AT BRUNSWICK, GO WEST ON A
 NM1274'GRAVELED ROAD FOR 1.0 MI (1.6 KM) TO THE JUNCTION WITH A PAVED ROAD
 NM1274'AND THE MARK ON THE LEFT, IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 NM1274'THE DISK IS SET INTO THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT
 NM1274'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE AND IS 31.39 M (102.99 FT)
 NM1274'WEST FROM THE CENTERLINE OF THE PAVED ROAD, 10.40 M (34.12 FT) SOUTH
 NM1274'FROM THE CENTERLINE OF THE GRAVELED ROAD, 29.905 M (98.113 FT)
 NM1274'SOUTHWEST FROM A NAIL AND WASHER IN A POWER POLE, 20.860 M (68.438 FT)
 NM1274'WEST FROM A NAIL AND WASHER IN THE TOP OF A CORNER FENCE POST, 20.602
 NM1274'M (67.592 FT) SOUTH FROM A NAIL AND WASHER IN THE TOP OF A FENCE POST
 NM1274'AND 0.170 M (0.558 FT) NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0378 ***********************************************************************
 NN0378  DESIGNATION -  C 223
 NN0378  PID         -  NN0378
 NN0378  STATE/COUNTY-  NE/KEYA PAHA
 NN0378  USGS QUAD   -  JAMISON (1964)
 NN0378
 NN0378                         *CURRENT SURVEY CONTROL
 NN0378  ___________________________________________________________________
 NN0378* NAD 83(1986)-  42 58 48.     (N)    099 19 44.     (W)     SCALED    
 NN0378* NAVD 88     -       655.454  (meters)    2150.44   (feet)  ADJUSTED  
 NN0378  ___________________________________________________________________
 NN0378  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 NN0378  DYNAMIC HT  -         655.202 (meters)    2149.61  (feet)  COMP
 NN0378  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 NN0378
 NN0378  VERT ORDER  -  SECOND    CLASS 0
 NN0378
 NN0378.The horizontal coordinates were scaled from a topographic map and have
 NN0378.an estimated accuracy of +/- 6 seconds.
 NN0378
 NN0378.The orthometric height was determined by differential leveling
 NN0378.and adjusted by the National Geodetic Survey in June 1991..
 NN0378
 NN0378.The geoid height was determined by GEOID03.
 NN0378
 NN0378.The dynamic height is computed by dividing the NAVD 88
 NN0378.geopotential number by the normal gravity value computed on the
 NN0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0378.degrees latitude (g = 980.6199 gals.).
 NN0378
 NN0378.The modeled gravity was interpolated from observed gravity values.
 NN0378
 NN0378;                    North         East    Units  Estimated Accuracy
 NN0378;SPC NE       -   349,610.      554,740.      MT  (+/- 180 meters Scaled)
 NN0378
 NN0378                          SUPERSEDED SURVEY CONTROL
 NN0378
 NN0378  NGVD 29 (??/??/92)  655.151  (m)         2149.44   (f) ADJ UNCH    2 0
 NN0378
 NN0378.Superseded values are not recommended for survey control.
 NN0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0378.See file dsdata.txt to determine how the superseded data were derived.
 NN0378
 NN0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN731586(NAD 83)
 NN0378_MARKER: DB = BENCH MARK DISK
 NN0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0378_STAMPING: C 223 1946
 NN0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0378+STABILITY: SURFACE MOTION
 NN0378
 NN0378  HISTORY     - Date     Condition        Report By
 NN0378  HISTORY     - 1946     MONUMENTED       CGS
 NN0378  HISTORY     - 1962     MARK NOT FOUND   USGS
 NN0378
 NN0378                          STATION DESCRIPTION
 NN0378
 NN0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0378'2.4 MI SW FROM JAMISON.
 NN0378'ALONG A GRADED COUNTY ROAD, 2.4 MILES SOUTHWEST OF JAMISON,
 NN0378'NEBRASKA POST OFFICE, 15.9 MILES SOUTHWEST OF BURKE, SOUTH
 NN0378'DAKOTA, NEAR A SECTION CORNER, 36 FEET NORTH OF THE CENTER OF
 NN0378'THE ROAD, 6 FEET NORTH OF A CORNER FENCE POST, 2 FEET WEST OF
 NN0378'A FENCE, 2 FEET SOUTH OF WITNESS POST.  A BRONZE DISK STAMPED
 NN0378'C 223 1946 SET IN THE TOP OF A CONCRETE POST.
 NN0378
 NN0378                          STATION RECOVERY (1962)
 NN0378
 NN0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0553 ***********************************************************************
 NN0553  DESIGNATION -  C 224
 NN0553  PID         -  NN0553
 NN0553  STATE/COUNTY-  NE/KEYA PAHA
 NN0553  USGS QUAD   -  BURTON (1964)
 NN0553
 NN0553                         *CURRENT SURVEY CONTROL
 NN0553  ___________________________________________________________________
 NN0553* NAD 83(1986)-  42 54 43.     (N)    099 36 36.     (W)     SCALED    
 NN0553* NAVD 88     -       664.255  (meters)    2179.31   (feet)  ADJUSTED  
 NN0553  ___________________________________________________________________
 NN0553  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 NN0553  DYNAMIC HT  -         663.998 (meters)    2178.47  (feet)  COMP
 NN0553  MODELED GRAV-     980,212.6   (mgal)                       NAVD 88
 NN0553
 NN0553  VERT ORDER  -  FIRST     CLASS II
 NN0553
 NN0553.The horizontal coordinates were scaled from a topographic map and have
 NN0553.an estimated accuracy of +/- 6 seconds.
 NN0553
 NN0553.The orthometric height was determined by differential leveling
 NN0553.and adjusted by the National Geodetic Survey in June 1991..
 NN0553
 NN0553.The geoid height was determined by GEOID03.
 NN0553
 NN0553.The dynamic height is computed by dividing the NAVD 88
 NN0553.geopotential number by the normal gravity value computed on the
 NN0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0553.degrees latitude (g = 980.6199 gals.).
 NN0553
 NN0553.The modeled gravity was interpolated from observed gravity values.
 NN0553
 NN0553;                    North         East    Units  Estimated Accuracy
 NN0553;SPC NE       -   341,910.      531,850.      MT  (+/- 180 meters Scaled)
 NN0553
 NN0553                          SUPERSEDED SURVEY CONTROL
 NN0553
 NN0553  NGVD 29 (??/??/92)  663.969  (m)         2178.37   (f) ADJ UNCH    1 2
 NN0553
 NN0553.Superseded values are not recommended for survey control.
 NN0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0553.See file dsdata.txt to determine how the superseded data were derived.
 NN0553
 NN0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN502512(NAD 83)
 NN0553_MARKER: DB = BENCH MARK DISK
 NN0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0553_STAMPING: C 224 1946
 NN0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0553+STABILITY: SURFACE MOTION
 NN0553
 NN0553  HISTORY     - Date     Condition        Report By
 NN0553  HISTORY     - 1946     MONUMENTED       CGS
 NN0553
 NN0553                          STATION DESCRIPTION
 NN0553
 NN0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0553'1 MI W FROM BURTON.
 NN0553'ALONG A GRADED COUNTY ROAD, 1.0 MILE WEST OF BURTON POST OFFICE,
 NN0553'NEAR A SECTION CORNER, 38 FEET NORTH OF THE CENTER OF THE MAIN
 NN0553'ROAD, 120 FEET EAST OF THE CENTER OF A DIM ROAD TO THE NORTH,
 NN0553'18 FEET SOUTHWEST OF A CORNER FENCE POST, 1 FOOT WEST OF A
 NN0553'FENCE, 1 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0554 ***********************************************************************
 NN0554  DESIGNATION -  C 224 RESET
 NN0554  PID         -  NN0554
 NN0554  STATE/COUNTY-  NE/KEYA PAHA
 NN0554  USGS QUAD   -  BURTON (1964)
 NN0554
 NN0554                         *CURRENT SURVEY CONTROL
 NN0554  ___________________________________________________________________
 NN0554* NAD 83(1986)-  42 54 43.     (N)    099 36 36.     (W)     SCALED    
 NN0554* NAVD 88     -       666.92   (meters)    2188.1    (feet)  RESET     
 NN0554  ___________________________________________________________________
 NN0554  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 NN0554
 NN0554  VERT ORDER  -  THIRD
 NN0554
 NN0554.The horizontal coordinates were scaled from a topographic map and have
 NN0554.an estimated accuracy of +/- 6 seconds.
 NN0554
 NN0554.The orthometric height was computed from unverified reset data.
 NN0554
 NN0554.The geoid height was determined by GEOID03.
 NN0554
 NN0554;                    North         East    Units  Estimated Accuracy
 NN0554;SPC NE       -   341,910.      531,850.      MT  (+/- 180 meters Scaled)
 NN0554
 NN0554                          SUPERSEDED SURVEY CONTROL
 NN0554
 NN0554.No superseded survey control is available for this station.
 NN0554
 NN0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN502512(NAD 83)
 NN0554_MARKER: DB = BENCH MARK DISK
 NN0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0554_STAMPING: C 224 RESET 1958
 NN0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0554+STABILITY: SURFACE MOTION
 NN0554
 NN0554  HISTORY     - Date     Condition        Report By
 NN0554  HISTORY     - 1958     MONUMENTED       NEDR
 NN0554
 NN0554                          STATION DESCRIPTION
 NN0554
 NN0554'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 NN0554'1 MI W FROM BURTON.
 NN0554'1.0 MILE WEST ALONG A GRADED STATE HIGHWAY FROM THE BURTON POST
 NN0554'OFFICE, 115 FEET NORTH OF THE CENTER OF THE HIGHWAY, 50 FEET
 NN0554'EAST OF THE CENTER OF A COUNTY ROAD LEADING NORTH, 5 FEET
 NN0554'NORTHWEST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A FENCE, 1.0
 NN0554'FOOT SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 NN0554'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1180 ***********************************************************************
 NM1180  DESIGNATION -  C 225
 NM1180  PID         -  NM1180
 NM1180  STATE/COUNTY-  NE/WAYNE
 NM1180  USGS QUAD   -  WINSIDE (1963)
 NM1180
 NM1180                         *CURRENT SURVEY CONTROL
 NM1180  ___________________________________________________________________
 NM1180* NAD 83(1986)-  42 09 21.     (N)    097 14 10.     (W)     SCALED    
 NM1180* NAVD 88     -       500.915  (meters)    1643.42   (feet)  ADJUSTED  
 NM1180  ___________________________________________________________________
 NM1180  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 NM1180  DYNAMIC HT  -         500.727 (meters)    1642.80  (feet)  COMP
 NM1180  MODELED GRAV-     980,230.9   (mgal)                       NAVD 88
 NM1180
 NM1180  VERT ORDER  -  FIRST     CLASS II
 NM1180
 NM1180.The horizontal coordinates were scaled from a topographic map and have
 NM1180.an estimated accuracy of +/- 6 seconds.
 NM1180
 NM1180.The orthometric height was determined by differential leveling
 NM1180.and adjusted by the National Geodetic Survey in June 1991..
 NM1180
 NM1180.The geoid height was determined by GEOID03.
 NM1180
 NM1180.The dynamic height is computed by dividing the NAVD 88
 NM1180.geopotential number by the normal gravity value computed on the
 NM1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1180.degrees latitude (g = 980.6199 gals.).
 NM1180
 NM1180.The modeled gravity was interpolated from observed gravity values.
 NM1180
 NM1180;                    North         East    Units  Estimated Accuracy
 NM1180;SPC NE       -   261,510.      728,330.      MT  (+/- 180 meters Scaled)
 NM1180
 NM1180                          SUPERSEDED SURVEY CONTROL
 NM1180
 NM1180  NGVD 29 (??/??/92)  500.721  (m)         1642.78   (f) ADJ UNCH    1 2
 NM1180
 NM1180.Superseded values are not recommended for survey control.
 NM1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1180.See file dsdata.txt to determine how the superseded data were derived.
 NM1180
 NM1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM457685(NAD 83)
 NM1180_MARKER: DB = BENCH MARK DISK
 NM1180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1180_SP_SET: ABUTMENT
 NM1180_STAMPING: C 225 1947
 NM1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1180
 NM1180  HISTORY     - Date     Condition        Report By
 NM1180  HISTORY     - 1947     MONUMENTED       CGS
 NM1180
 NM1180                          STATION DESCRIPTION
 NM1180
 NM1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1180'6.2 MI NE FROM HOSKINS.
 NM1180'6.25 MI NE ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1180'RAILWAY FROM THE STATION AT HOSKINS, 0.1 MI NE OF MILE POST EMR
 NM1180'32, AT THE NE END OF A STEEL PLATE BRIDGE OVER A CREEK, 6.4 FT
 NM1180'SE OF THE SE RAIL, 4.5 FT BELOW THE BASE OF THE RAILS, SET IN THE
 NM1180'TOP OF THE SE END OF THE BRIDGE SOCKET AT THE NE STONE ABUTMENT
 NM1180'FOR THE BRIDGE.  NOTE-- THIS BENCH MARK IS ALSO 3.8 MI SW ALONG
 NM1180'THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY FROM THE
 NM1180'STATION AT WINSIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0498 ***********************************************************************
 NN0498  DESIGNATION -  C 226
 NN0498  PID         -  NN0498
 NN0498  STATE/COUNTY-  NE/BROWN
 NN0498  USGS QUAD   -  LONG PINE (1954)
 NN0498
 NN0498                         *CURRENT SURVEY CONTROL
 NN0498  ___________________________________________________________________
 NN0498* NAD 83(1986)-  42 32 09.     (N)    099 40 35.     (W)     SCALED    
 NN0498* NAVD 88     -       734.057  (meters)    2408.32   (feet)  ADJUSTED  
 NN0498  ___________________________________________________________________
 NN0498  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 NN0498  DYNAMIC HT  -         733.751 (meters)    2407.31  (feet)  COMP
 NN0498  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 NN0498
 NN0498  VERT ORDER  -  FIRST     CLASS II
 NN0498
 NN0498.The horizontal coordinates were scaled from a topographic map and have
 NN0498.an estimated accuracy of +/- 6 seconds.
 NN0498
 NN0498.The orthometric height was determined by differential leveling
 NN0498.and adjusted by the National Geodetic Survey in June 1991..
 NN0498
 NN0498.The geoid height was determined by GEOID03.
 NN0498
 NN0498.The dynamic height is computed by dividing the NAVD 88
 NN0498.geopotential number by the normal gravity value computed on the
 NN0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0498.degrees latitude (g = 980.6199 gals.).
 NN0498
 NN0498.The modeled gravity was interpolated from observed gravity values.
 NN0498
 NN0498;                    North         East    Units  Estimated Accuracy
 NN0498;SPC NE       -   300,110.      526,580.      MT  (+/- 180 meters Scaled)
 NN0498
 NN0498                          SUPERSEDED SURVEY CONTROL
 NN0498
 NN0498  NGVD 29 (??/??/92)  733.780  (m)         2407.41   (f) ADJ UNCH    1 2
 NN0498
 NN0498.Superseded values are not recommended for survey control.
 NN0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0498.See file dsdata.txt to determine how the superseded data were derived.
 NN0498
 NN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN444094(NAD 83)
 NN0498_MARKER: DB = BENCH MARK DISK
 NN0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0498_STAMPING: C 226 1946
 NN0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0498+STABILITY: SURFACE MOTION
 NN0498
 NN0498  HISTORY     - Date     Condition        Report By
 NN0498  HISTORY     - 1946     MONUMENTED       CGS
 NN0498
 NN0498                          STATION DESCRIPTION
 NN0498
 NN0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0498'0.3 MI NE FROM LONG PINE.
 NN0498'0.3 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0498'FROM THE STATION AT LONG PINE, BROWN COUNTY, THENCE 1.0 MILE
 NN0498'EAST ALONG A DIRT ROAD, AT THE INTERSECTION OF ANOTHER DIRT
 NN0498'ROAD, 63 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 NN0498'37 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 33 FEET
 NN0498'WEST OF A NORTH-AND-SOUTH WIRE FENCE, 1 FOOT SOUTH OF AN
 NN0498'EAST-AND-WEST WIRE FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 NN0498'POST, AND LEVEL WITH THE EAST-AND-WEST ROAD.  A STANDARD DISK,
 NN0498'STAMPED C 226 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0498'5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0012 ***********************************************************************
 NO0012  DESIGNATION -  C 227
 NO0012  PID         -  NO0012
 NO0012  STATE/COUNTY-  NE/BROWN
 NO0012  USGS QUAD   -  JOHNSTOWN (1985)
 NO0012
 NO0012                         *CURRENT SURVEY CONTROL
 NO0012  ___________________________________________________________________
 NO0012* NAD 83(1986)-  42 34 12.     (N)    100 06 13.     (W)     SCALED    
 NO0012* NAVD 88     -       772.792  (meters)    2535.40   (feet)  ADJUSTED  
 NO0012  ___________________________________________________________________
 NO0012  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 NO0012  DYNAMIC HT  -         772.465 (meters)    2534.33  (feet)  COMP
 NO0012  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 NO0012
 NO0012  VERT ORDER  -  FIRST     CLASS II
 NO0012
 NO0012.The horizontal coordinates were scaled from a topographic map and have
 NO0012.an estimated accuracy of +/- 6 seconds.
 NO0012
 NO0012.The orthometric height was determined by differential leveling
 NO0012.and adjusted by the National Geodetic Survey in June 1991..
 NO0012
 NO0012.The geoid height was determined by GEOID03.
 NO0012
 NO0012.The dynamic height is computed by dividing the NAVD 88
 NO0012.geopotential number by the normal gravity value computed on the
 NO0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0012.degrees latitude (g = 980.6199 gals.).
 NO0012
 NO0012.The modeled gravity was interpolated from observed gravity values.
 NO0012
 NO0012;                    North         East    Units  Estimated Accuracy
 NO0012;SPC NE       -   303,860.      491,490.      MT  (+/- 180 meters Scaled)
 NO0012
 NO0012                          SUPERSEDED SURVEY CONTROL
 NO0012
 NO0012  NGVD 29 (??/??/92)  772.497  (m)         2534.43   (f) ADJ UNCH    1 2
 NO0012
 NO0012.Superseded values are not recommended for survey control.
 NO0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0012.See file dsdata.txt to determine how the superseded data were derived.
 NO0012
 NO0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN094136(NAD 83)
 NO0012_MARKER: DB = BENCH MARK DISK
 NO0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NO0012_SP_SET: BRIDGE
 NO0012_STAMPING: C 227 1946
 NO0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0012
 NO0012  HISTORY     - Date     Condition        Report By
 NO0012  HISTORY     - 1946     MONUMENTED       CGS
 NO0012  HISTORY     - 1975     GOOD             NGS
 NO0012
 NO0012                          STATION DESCRIPTION
 NO0012
 NO0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0012'2.7 MI W FROM JOHNSTOWN.
 NO0012'2.7 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0012'WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY, AT A
 NO0012'CONCRETE BRIDGE OVER PLUM CREEK, IN THE TOP OF THE SOUTH END
 NO0012'OF THE WEST ABUTMENT, 15 FEET SOUTH OF THE CENTERLINE OF THE
 NO0012'HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 NO0012'C 227 1946.
 NO0012
 NO0012                          STATION RECOVERY (1975)
 NO0012
 NO0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0061 ***********************************************************************
 NO0061  DESIGNATION -  C 229
 NO0061  PID         -  NO0061
 NO0061  STATE/COUNTY-  NE/KEYA PAHA
 NO0061  USGS QUAD   -  NORDEN (1983)
 NO0061
 NO0061                         *CURRENT SURVEY CONTROL
 NO0061  ___________________________________________________________________
 NO0061* NAD 83(1986)-  42 48 48.     (N)    100 03 20.     (W)     SCALED    
 NO0061* NAVD 88     -       694.226  (meters)    2277.64   (feet)  ADJUSTED  
 NO0061  ___________________________________________________________________
 NO0061  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 NO0061  DYNAMIC HT  -         693.959 (meters)    2276.76  (feet)  COMP
 NO0061  MODELED GRAV-     980,212.8   (mgal)                       NAVD 88
 NO0061
 NO0061  VERT ORDER  -  SECOND    CLASS 0
 NO0061
 NO0061.The horizontal coordinates were scaled from a topographic map and have
 NO0061.an estimated accuracy of +/- 6 seconds.
 NO0061
 NO0061.The orthometric height was determined by differential leveling
 NO0061.and adjusted by the National Geodetic Survey in June 1991..
 NO0061
 NO0061.The geoid height was determined by GEOID03.
 NO0061
 NO0061.The dynamic height is computed by dividing the NAVD 88
 NO0061.geopotential number by the normal gravity value computed on the
 NO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0061.degrees latitude (g = 980.6199 gals.).
 NO0061
 NO0061.The modeled gravity was interpolated from observed gravity values.
 NO0061
 NO0061;                    North         East    Units  Estimated Accuracy
 NO0061;SPC NE       -   330,890.      495,460.      MT  (+/- 180 meters Scaled)
 NO0061
 NO0061                          SUPERSEDED SURVEY CONTROL
 NO0061
 NO0061  NGVD 29 (??/??/92)  693.930  (m)         2276.67   (f) ADJ UNCH    2 0
 NO0061
 NO0061.Superseded values are not recommended for survey control.
 NO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0061.See file dsdata.txt to determine how the superseded data were derived.
 NO0061
 NO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN137406(NAD 83)
 NO0061_MARKER: DB = BENCH MARK DISK
 NO0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0061_STAMPING: C 229 1946
 NO0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0061+STABILITY: SURFACE MOTION
 NO0061
 NO0061  HISTORY     - Date     Condition        Report By
 NO0061  HISTORY     - 1946     MONUMENTED       CGS
 NO0061
 NO0061                          STATION DESCRIPTION
 NO0061
 NO0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0061'4.2 MI S FROM NORDEN.
 NO0061'ABOUT 4.2 MILES SOUTH ALONG A DIRT ROAD FROM THE NORDEN SCHOOL
 NO0061'BUILDING AT NORDEN, ABOUT 0.1 MILE SOUTH OF A COUNTRY SCHOOL
 NO0061'BUILDING, 18 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE
 NO0061'OF THE ROAD, 9 FEET NORTHEAST OF AN 8 INCH PINE TREE, 1 FOOT EAST
 NO0061'OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A 4 IN X 4 IN MARKER
 NO0061'POST.  A BRONZE DISC STAMPED C 229 1946 AND SET IN THE TOP OF A
 NO0061'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED
 NO0061'C 229 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0046 ***********************************************************************
 NP0046  DESIGNATION -  C 23
 NP0046  PID         -  NP0046
 NP0046  STATE/COUNTY-  NE/SHERIDAN
 NP0046  USGS QUAD   -  RUSHVILLE (1966)
 NP0046
 NP0046                         *CURRENT SURVEY CONTROL
 NP0046  ___________________________________________________________________
 NP0046* NAD 83(1986)-  42 43 05.     (N)    102 27 40.     (W)     SCALED    
 NP0046* NAVD 88     -      1142.460  (meters)    3748.22   (feet)  ADJUSTED  
 NP0046  ___________________________________________________________________
 NP0046  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 NP0046  DYNAMIC HT  -        1141.883 (meters)    3746.33  (feet)  COMP
 NP0046  MODELED GRAV-     980,076.7   (mgal)                       NAVD 88
 NP0046
 NP0046  VERT ORDER  -  FIRST     CLASS II
 NP0046
 NP0046.The horizontal coordinates were scaled from a topographic map and have
 NP0046.an estimated accuracy of +/- 6 seconds.
 NP0046
 NP0046.The orthometric height was determined by differential leveling
 NP0046.and adjusted by the National Geodetic Survey in June 1991..
 NP0046
 NP0046.The geoid height was determined by GEOID03.
 NP0046
 NP0046.The dynamic height is computed by dividing the NAVD 88
 NP0046.geopotential number by the normal gravity value computed on the
 NP0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0046.degrees latitude (g = 980.6199 gals.).
 NP0046
 NP0046.The modeled gravity was interpolated from observed gravity values.
 NP0046
 NP0046;                    North         East    Units  Estimated Accuracy
 NP0046;SPC NE       -   323,170.      298,450.      MT  (+/- 180 meters Scaled)
 NP0046
 NP0046                          SUPERSEDED SURVEY CONTROL
 NP0046
 NP0046  NGVD 29 (??/??/92) 1141.935  (m)         3746.50   (f) ADJ UNCH    1 2
 NP0046
 NP0046.Superseded values are not recommended for survey control.
 NP0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0046.See file dsdata.txt to determine how the superseded data were derived.
 NP0046
 NP0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH078326(NAD 83)
 NP0046_MARKER: DD = SURVEY DISK
 NP0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0046_STAMPING: C 23 1946
 NP0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0046+STABILITY: SURFACE MOTION
 NP0046
 NP0046  HISTORY     - Date     Condition        Report By
 NP0046  HISTORY     - 1946     MONUMENTED       USGS
 NP0046  HISTORY     - 1957     GOOD             NGS
 NP0046
 NP0046                          STATION DESCRIPTION
 NP0046
 NP0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0046'AT RUSHVILLE.
 NP0046'AT RUSHVILLE, AT THE SHERIDAN COUNTY COURTHOUSE, 42 FEET SOUTH
 NP0046'OF THE CENTER LINE OF U.S. HIGHWAY 20, 42 FEET EAST OF THE
 NP0046'CENTER LINE OF A PAVED STREET, 47 1/2 FEET NORTHWEST OF THE
 NP0046'NORTHWEST CORNER OF THE COURTHOUSE, 17 FEET WEST OF A 12-INCH
 NP0046'ELM TREE, 3 1/2 FEET SOUTH EAST OF THE NORTHWEST CORNER OF AN IRON
 NP0046'FENCE AROUND THE COURTHOUSE, IN T. 32 N., R. 44 W., SECTION
 NP0046'26., SET IN THE TOP OF A CONCRETE POST IN THE NORTHWEST CORNER
 NP0046'OF THE COURTHOUSE LAWN FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0119 ***********************************************************************
 MM0119  DESIGNATION -  C 23
 MM0119  PID         -  MM0119
 MM0119  STATE/COUNTY-  NE/LINCOLN
 MM0119  USGS QUAD   -  GOOD HOPE CEMETERY (1972)
 MM0119
 MM0119                         *CURRENT SURVEY CONTROL
 MM0119  ___________________________________________________________________
 MM0119* NAD 83(1986)-  41 19 26.     (N)    100 52 28.     (W)     SCALED    
 MM0119* NAVD 88     -       926.181  (meters)    3038.65   (feet)  ADJUSTED  
 MM0119  ___________________________________________________________________
 MM0119  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 MM0119  DYNAMIC HT  -         925.626 (meters)    3036.82  (feet)  COMP
 MM0119  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 MM0119
 MM0119  VERT ORDER  -  FIRST     CLASS II
 MM0119
 MM0119.The horizontal coordinates were scaled from a topographic map and have
 MM0119.an estimated accuracy of +/- 6 seconds.
 MM0119
 MM0119.The orthometric height was determined by differential leveling
 MM0119.and adjusted by the National Geodetic Survey in June 1994..
 MM0119.WARNING-Repeat measurements at this control monument indicate possible
 MM0119.vertical movement.
 MM0119
 MM0119.The geoid height was determined by GEOID03.
 MM0119
 MM0119.The dynamic height is computed by dividing the NAVD 88
 MM0119.geopotential number by the normal gravity value computed on the
 MM0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0119.degrees latitude (g = 980.6199 gals.).
 MM0119
 MM0119.The modeled gravity was interpolated from observed gravity values.
 MM0119
 MM0119;                    North         East    Units  Estimated Accuracy
 MM0119;SPC NE       -   165,860.      426,820.      MT  (+/- 180 meters Scaled)
 MM0119
 MM0119                          SUPERSEDED SURVEY CONTROL
 MM0119
 MM0119  NAVD 88 (06/15/91)  926.179  (m)         3038.64   (f) UNKNOWN     1 2
 MM0119  NGVD 29 (02/14/92)  925.818  (m)         3037.45   (f) ADJUSTED    1 2
 MM0119
 MM0119.Superseded values are not recommended for survey control.
 MM0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0119.See file dsdata.txt to determine how the superseded data were derived.
 MM0119
 MM0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL431764(NAD 83)
 MM0119_MARKER: DB = BENCH MARK DISK
 MM0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0119_SP_SET: CONCRETE POST
 MM0119_STAMPING: C 23 1933 3037.455
 MM0119_MARK LOGO: CGS   
 MM0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0119+STABILITY: SURFACE MOTION
 MM0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0119+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0119
 MM0119  HISTORY     - Date     Condition        Report By
 MM0119  HISTORY     - 1933     MONUMENTED       CGS
 MM0119  HISTORY     - 1972     GOOD             USGS
 MM0119  HISTORY     - 19910820 GOOD             NGS
 MM0119
 MM0119                          STATION DESCRIPTION
 MM0119
 MM0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0119'15.6 MI N FROM NORTH PLATTE.
 MM0119'15.6 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM THE
 MM0119'INTERSECTION OF U.S. HIGHWAY 30 AT NORTH PLATTE, LINCOLN COUNTY,
 MM0119'ABOUT 1000 FEET EAST OF A LOW WINDMILL, AT A CURVE, 600 FEET
 MM0119'WEST OF A SLIGHT DIP, AND 60 FEET SOUTH OF A ROAD ON THE EDGE OF
 MM0119'A SAND BLOWOUT COVERED WITH GRASS.  A STANDARD DISK, STAMPED
 MM0119'3037.455 C 23 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0119'PROJECTING 4 INCHES ABOVE GROUND.
 MM0119
 MM0119                          STATION RECOVERY (1972)
 MM0119
 MM0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0119'RECOVERED IN GOOD CONDITION.
 MM0119
 MM0119                          STATION RECOVERY (1991)
 MM0119
 MM0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0119'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0119'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0119'18.5 KM (11.50 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 267.0 M
 MM0119'(876.0 FT) SOUTHEAST OF A Y-FENCE CORNER, 25.2 M (82.7 FT) SOUTHWEST
 MM0119'OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) SOUTHWEST
 MM0119'OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.7 M (2.3 FT)
 MM0119'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0758 ***********************************************************************
 NP0758  DESIGNATION -  C 23 RESET
 NP0758  PID         -  NP0758
 NP0758  STATE/COUNTY-  NE/SHERIDAN
 NP0758  USGS QUAD   -  RUSHVILLE (1966)
 NP0758
 NP0758                         *CURRENT SURVEY CONTROL
 NP0758  ___________________________________________________________________
 NP0758* NAD 83(1986)-  42 43 05.     (N)    102 27 40.     (W)     SCALED    
 NP0758* NAVD 88     -      1142.18   (meters)    3747.3    (feet)  RESET     
 NP0758  ___________________________________________________________________
 NP0758  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 NP0758
 NP0758  VERT ORDER  -  THIRD
 NP0758
 NP0758.The horizontal coordinates were scaled from a topographic map and have
 NP0758.an estimated accuracy of +/- 6 seconds.
 NP0758
 NP0758.The orthometric height was computed from unverified reset data.
 NP0758.No vertical observational check was made to the station.
 NP0758
 NP0758.The geoid height was determined by GEOID03.
 NP0758
 NP0758;                    North         East    Units  Estimated Accuracy
 NP0758;SPC NE       -   323,170.      298,450.      MT  (+/- 180 meters Scaled)
 NP0758
 NP0758                          SUPERSEDED SURVEY CONTROL
 NP0758
 NP0758  NGVD 29 (08/02/06) 1141.66   (m)         3745.6    (f) RESET       3  
 NP0758
 NP0758.Superseded values are not recommended for survey control.
 NP0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0758.See file dsdata.txt to determine how the superseded data were derived.
 NP0758
 NP0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH078326(NAD 83)
 NP0758_MARKER: DV = VERTICAL CONTROL DISK
 NP0758_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NP0758_SP_SET: METAL PIPE IN CONCRETE
 NP0758_STAMPING: C 23 RESET 1985
 NP0758_MARK LOGO: NGS   
 NP0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0758+STABILITY: SURFACE MOTION
 NP0758
 NP0758  HISTORY     - Date     Condition        Report By
 NP0758  HISTORY     - 1985     MONUMENTED       NGS
 NP0758
 NP0758                          STATION DESCRIPTION
 NP0758
 NP0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0758'IN RUSHVILLE, AT THE SHERIDAN COUNTY COURTHOUSE, IN THE SOUTHEAST
 NP0758'ANGLE OF THE INTERSECTION OF SECOND AND SPRAGUE STREETS, 16.0 M
 NP0758'(52.5 FT) SOUTH FROM THE CENTERLINE OF SECOND STREET, 15.55 M
 NP0758'(51.02 FT) EAST FROM THE CENTERLINE OF SPRAGUE STREET, 10.06 M
 NP0758'(33.01 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 NP0758'BUILDING, 0.46 M (1.51 FT) SOUTHEAST FROM THE CENTER OF A WAR
 NP0758'MEMORIAL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0627 ***********************************************************************
 NM0627  DESIGNATION -  C 230
 NM0627  PID         -  NM0627
 NM0627  STATE/COUNTY-  NE/THURSTON
 NM0627  USGS QUAD   -  ALTONA NE (1966)
 NM0627
 NM0627                         *CURRENT SURVEY CONTROL
 NM0627  ___________________________________________________________________
 NM0627* NAD 83(1986)-  42 14 58.     (N)    096 48 32.     (W)     SCALED    
 NM0627* NAVD 88     -       423.508  (meters)    1389.46   (feet)  ADJUSTED  
 NM0627  ___________________________________________________________________
 NM0627  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 NM0627  DYNAMIC HT  -         423.366 (meters)    1388.99  (feet)  COMP
 NM0627  MODELED GRAV-     980,272.8   (mgal)                       NAVD 88
 NM0627
 NM0627  VERT ORDER  -  FIRST     CLASS II
 NM0627
 NM0627.The horizontal coordinates were scaled from a topographic map and have
 NM0627.an estimated accuracy of +/- 6 seconds.
 NM0627
 NM0627.The orthometric height was determined by differential leveling
 NM0627.and adjusted by the National Geodetic Survey in June 1991..
 NM0627
 NM0627.The geoid height was determined by GEOID03.
 NM0627
 NM0627.The dynamic height is computed by dividing the NAVD 88
 NM0627.geopotential number by the normal gravity value computed on the
 NM0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0627.degrees latitude (g = 980.6199 gals.).
 NM0627
 NM0627.The modeled gravity was interpolated from observed gravity values.
 NM0627
 NM0627;                    North         East    Units  Estimated Accuracy
 NM0627;SPC NE       -   273,120.      763,220.      MT  (+/- 180 meters Scaled)
 NM0627
 NM0627                          SUPERSEDED SURVEY CONTROL
 NM0627
 NM0627  NGVD 29 (??/??/92)  423.339  (m)         1388.90   (f) ADJ UNCH    1 2
 NM0627
 NM0627.Superseded values are not recommended for survey control.
 NM0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0627.See file dsdata.txt to determine how the superseded data were derived.
 NM0627
 NM0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM807797(NAD 83)
 NM0627_MARKER: DB = BENCH MARK DISK
 NM0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0627_STAMPING: C 230 1947
 NM0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0627+STABILITY: SURFACE MOTION
 NM0627
 NM0627  HISTORY     - Date     Condition        Report By
 NM0627  HISTORY     - 1947     MONUMENTED       CGS
 NM0627  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0627
 NM0627                          STATION DESCRIPTION
 NM0627
 NM0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0627'3.4 MI SE FROM WAKEFIELD.
 NM0627'3.45 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0627'AND OMAHA RAILWAY FROM THE STATION AT WAKEFIELD, AT A COUNTY
 NM0627'DIRT ROAD CROSSING, ACROSS THE TRACK FROM TELEPHONE POLE NO.
 NM0627'5/25, 74.0 FEET WEST SOUTHWEST OF THE CENTER OF THE CROSSING,
 NM0627'44.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 36.0
 NM0627'FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD, 5.2 FEET EAST OF
 NM0627'REA POWER LINE POLE NO. B3-7 21, 2.5 FEET SOUTHWEST OF A
 NM0627'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 NM0627'AS THE TRACK AND PROJECTING 0.1 FOOT.
 NM0627
 NM0627                          STATION RECOVERY (1966)
 NM0627
 NM0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0360 ***********************************************************************
 MK0360  DESIGNATION -  C 231
 MK0360  PID         -  MK0360
 MK0360  STATE/COUNTY-  NE/BURT
 MK0360  USGS QUAD   -  OAKLAND (1966)
 MK0360
 MK0360                         *CURRENT SURVEY CONTROL
 MK0360  ___________________________________________________________________
 MK0360* NAD 83(1986)-  41 45 22.     (N)    096 26 40.     (W)     SCALED    
 MK0360* NAVD 88     -       412.628  (meters)    1353.76   (feet)  ADJUSTED  
 MK0360  ___________________________________________________________________
 MK0360  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 MK0360  DYNAMIC HT  -         412.475 (meters)    1353.26  (feet)  COMP
 MK0360  MODELED GRAV-     980,239.4   (mgal)                       NAVD 88
 MK0360
 MK0360  VERT ORDER  -  SECOND    CLASS 0
 MK0360
 MK0360.The horizontal coordinates were scaled from a topographic map and have
 MK0360.an estimated accuracy of +/- 6 seconds.
 MK0360
 MK0360.The orthometric height was determined by differential leveling
 MK0360.and adjusted by the National Geodetic Survey in June 1991..
 MK0360
 MK0360.The geoid height was determined by GEOID03.
 MK0360
 MK0360.The dynamic height is computed by dividing the NAVD 88
 MK0360.geopotential number by the normal gravity value computed on the
 MK0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0360.degrees latitude (g = 980.6199 gals.).
 MK0360
 MK0360.The modeled gravity was interpolated from observed gravity values.
 MK0360
 MK0360;                    North         East    Units  Estimated Accuracy
 MK0360;SPC NE       -   219,560.      795,520.      MT  (+/- 180 meters Scaled)
 MK0360
 MK0360                          SUPERSEDED SURVEY CONTROL
 MK0360
 MK0360  NGVD 29 (??/??/92)  412.493  (m)         1353.32   (f) ADJ UNCH    2 0
 MK0360
 MK0360.Superseded values are not recommended for survey control.
 MK0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0360.See file dsdata.txt to determine how the superseded data were derived.
 MK0360
 MK0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM124258(NAD 83)
 MK0360_MARKER: DB = BENCH MARK DISK
 MK0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0360_STAMPING: C 231 1947
 MK0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0360+STABILITY: SURFACE MOTION
 MK0360
 MK0360  HISTORY     - Date     Condition        Report By
 MK0360  HISTORY     - 1947     MONUMENTED       CGS
 MK0360  HISTORY     - 1965     POOR             USGS
 MK0360
 MK0360                          STATION DESCRIPTION
 MK0360
 MK0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0360'6.2 MI SW FROM CRAIG.
 MK0360'0.15 MILE WEST AND 2.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE
 MK0360'HIGH SCHOOL AT CRAIG, THENCE 4.0 MILES WEST ALONG A DIRT ROAD,
 MK0360'IN THE SOUTHWEST ANGLE OF A CROSS ROAD, 63.0 FEET WEST SOUTHWEST
 MK0360'OF AND ACROSS A NORTH-SOUTH ROAD FROM R E A POWER LINE POLE
 MK0360'NO. A7 45, 53.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 MK0360'29.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 13.0 FEET
 MK0360'SOUTH OF A FENCE CORNER POST, 2.0 FEET NORTH OF A REFERENCE
 MK0360'POST, 1.3 FOOT EAST OF THE WEST RIGHT OF WAY FENCE, SET IN A
 MK0360'CONCRETE POST ABOUT 2 FEET BELOW THE ROAD AND PROJECTING 0.2 FOOT.
 MK0360'THIS BENCH MARK IS ALSO 1.7 MILE NORTH ALONG THE CHICAGO,
 MK0360'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT UEHLING, THENCE
 MK0360'0.4 MILE EAST ALONG A PRIVATE ROAD AND 2.5 MILES EAST ALONG A
 MK0360'COUNTY DIRT ROAD.  NOTE-- POST SLIGHTLY TILTED.
 MK0360
 MK0360                          STATION RECOVERY (1965)
 MK0360
 MK0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0360'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0887 ***********************************************************************
 MJ0887  DESIGNATION -  C 232
 MJ0887  PID         -  MJ0887
 MJ0887  STATE/COUNTY-  NE/SARPY
 MJ0887  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0887
 MJ0887                         *CURRENT SURVEY CONTROL
 MJ0887  ___________________________________________________________________
 MJ0887* NAD 83(1986)-  41 07 57.     (N)    095 54 25.     (W)     SCALED    
 MJ0887* NAVD 88     -       323.006  (meters)    1059.73   (feet)  ADJUSTED  
 MJ0887  ___________________________________________________________________
 MJ0887  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 MJ0887  DYNAMIC HT  -         322.874 (meters)    1059.30  (feet)  COMP
 MJ0887  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 MJ0887
 MJ0887  VERT ORDER  -  SECOND    CLASS 0
 MJ0887
 MJ0887.The horizontal coordinates were scaled from a topographic map and have
 MJ0887.an estimated accuracy of +/- 6 seconds.
 MJ0887
 MJ0887.The orthometric height was determined by differential leveling
 MJ0887.and adjusted by the National Geodetic Survey in June 1991..
 MJ0887
 MJ0887.The geoid height was determined by GEOID03.
 MJ0887
 MJ0887.The dynamic height is computed by dividing the NAVD 88
 MJ0887.geopotential number by the normal gravity value computed on the
 MJ0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0887.degrees latitude (g = 980.6199 gals.).
 MJ0887
 MJ0887.The modeled gravity was interpolated from observed gravity values.
 MJ0887
 MJ0887;                    North         East    Units  Estimated Accuracy
 MJ0887;SPC NE       -   152,370.      843,440.      MT  (+/- 180 meters Scaled)
 MJ0887
 MJ0887                          SUPERSEDED SURVEY CONTROL
 MJ0887
 MJ0887  NGVD 29 (??/??/92)  322.900  (m)         1059.38   (f) ADJ UNCH    2 0
 MJ0887
 MJ0887.Superseded values are not recommended for survey control.
 MJ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0887.See file dsdata.txt to determine how the superseded data were derived.
 MJ0887
 MJ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF559575(NAD 83)
 MJ0887_MARKER: DB = BENCH MARK DISK
 MJ0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0887_STAMPING: C 232 1947
 MJ0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0887+STABILITY: SURFACE MOTION
 MJ0887
 MJ0887  HISTORY     - Date     Condition        Report By
 MJ0887  HISTORY     - 1947     MONUMENTED       CGS
 MJ0887
 MJ0887                          STATION DESCRIPTION
 MJ0887
 MJ0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0887'AT FT CROOK.
 MJ0887'AT OFFUT ARMY AIR FIELD IN FT. CROOK, AT THE NORTHEAST END OF
 MJ0887'THE NORTHEAST AND SOUTHWEST RUNWAY, 75 YARDS NORTHWEST OF THE
 MJ0887'NORTHWEST EDGE OF THE RUNWAY, 41 YARDS SOUTHEAST OF A GUARD
 MJ0887'TOWER, 86.0 FEET EAST OF A MONUMENT ERECTED IN HONOR OF ROBERT
 MJ0887'A. NELSON, 1.0 FOOT EAST OF A FENCE, 1.0 FOOT SOUTH OF A
 MJ0887'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0887'1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0654 ***********************************************************************
 MK0654  DESIGNATION -  C 234
 MK0654  PID         -  MK0654
 MK0654  STATE/COUNTY-  NE/DOUGLAS
 MK0654  USGS QUAD   -  IRVINGTON (1984)
 MK0654
 MK0654                         *CURRENT SURVEY CONTROL
 MK0654  ___________________________________________________________________
 MK0654* NAD 83(1986)-  41 17 06.     (N)    096 00 34.     (W)     SCALED    
 MK0654* NAVD 88     -       379.096  (meters)    1243.75   (feet)  ADJUSTED  
 MK0654  ___________________________________________________________________
 MK0654  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 MK0654  DYNAMIC HT  -         378.931 (meters)    1243.21  (feet)  COMP
 MK0654  MODELED GRAV-     980,176.8   (mgal)                       NAVD 88
 MK0654
 MK0654  VERT ORDER  -  FIRST     CLASS II
 MK0654
 MK0654.The horizontal coordinates were scaled from a topographic map and have
 MK0654.an estimated accuracy of +/- 6 seconds.
 MK0654
 MK0654.The orthometric height was determined by differential leveling
 MK0654.and adjusted by the National Geodetic Survey in June 1991..
 MK0654
 MK0654.The geoid height was determined by GEOID03.
 MK0654
 MK0654.The dynamic height is computed by dividing the NAVD 88
 MK0654.geopotential number by the normal gravity value computed on the
 MK0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0654.degrees latitude (g = 980.6199 gals.).
 MK0654
 MK0654.The modeled gravity was interpolated from observed gravity values.
 MK0654
 MK0654;                    North         East    Units  Estimated Accuracy
 MK0654;SPC NE       -   168,880.      834,070.      MT  (+/- 180 meters Scaled)
 MK0654
 MK0654                          SUPERSEDED SURVEY CONTROL
 MK0654
 MK0654  NGVD 29 (??/??/92)  378.968  (m)         1243.33   (f) ADJ UNCH    1 2
 MK0654
 MK0654.Superseded values are not recommended for survey control.
 MK0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0654.See file dsdata.txt to determine how the superseded data were derived.
 MK0654
 MK0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL504747(NAD 83)
 MK0654_MARKER: DB = BENCH MARK DISK
 MK0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0654_SP_SET: WALL
 MK0654_STAMPING: C 234 1947
 MK0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0654
 MK0654  HISTORY     - Date     Condition        Report By
 MK0654  HISTORY     - 1947     MONUMENTED       CGS
 MK0654
 MK0654                          STATION DESCRIPTION
 MK0654
 MK0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0654'AT OMAHA.
 MK0654'THE MARK IS LOCATED IN THE BENSON SUBURB OF OMAHA, AT THE
 MK0654'INTERSECTION OF NORTH SIXTY-THIRD STREET AND MAPLE STREET, AT
 MK0654'THE BENSON STATION OF THE U.S. POST OFFICE AT OMAHA, 3 FEET WEST
 MK0654'OF THE NORTH ENTRANCE TO THE BUILDING, IN THE NORTH WALL AND
 MK0654'3 FEET ABOVE THE SURFACE OF THE GROUND.  A BRONZE DISK SET
 MK0654'VERTICALLY IN A BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0195 ***********************************************************************
 NM0195  DESIGNATION -  C 235
 NM0195  PID         -  NM0195
 NM0195  STATE/COUNTY-  NE/DAKOTA
 NM0195  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0195
 NM0195                         *CURRENT SURVEY CONTROL
 NM0195  ___________________________________________________________________
 NM0195* NAD 83(1986)-  42 24 57.     (N)    096 28 19.     (W)     SCALED    
 NM0195* NAVD 88     -       335.760  (meters)    1101.57   (feet)  ADJUSTED  
 NM0195  ___________________________________________________________________
 NM0195  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 NM0195  DYNAMIC HT  -         335.653 (meters)    1101.22  (feet)  COMP
 NM0195  MODELED GRAV-     980,292.1   (mgal)                       NAVD 88
 NM0195
 NM0195  VERT ORDER  -  FIRST     CLASS II
 NM0195
 NM0195.The horizontal coordinates were scaled from a topographic map and have
 NM0195.an estimated accuracy of +/- 6 seconds.
 NM0195
 NM0195.The orthometric height was determined by differential leveling
 NM0195.and adjusted by the National Geodetic Survey in June 1991..
 NM0195
 NM0195.The geoid height was determined by GEOID03.
 NM0195
 NM0195.The dynamic height is computed by dividing the NAVD 88
 NM0195.geopotential number by the normal gravity value computed on the
 NM0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0195.degrees latitude (g = 980.6199 gals.).
 NM0195
 NM0195.The modeled gravity was interpolated from observed gravity values.
 NM0195
 NM0195;                    North         East    Units  Estimated Accuracy
 NM0195;SPC NE       -   292,660.      790,250.      MT  (+/- 180 meters Scaled)
 NM0195
 NM0195                          SUPERSEDED SURVEY CONTROL
 NM0195
 NM0195  NGVD 29 (??/??/92)  335.601  (m)         1101.05   (f) ADJ UNCH    1 2
 NM0195
 NM0195.Superseded values are not recommended for survey control.
 NM0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0195.See file dsdata.txt to determine how the superseded data were derived.
 NM0195
 NM0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM080990(NAD 83)
 NM0195_MARKER: DB = BENCH MARK DISK
 NM0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0195_STAMPING: C 235 1947
 NM0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0195+STABILITY: SURFACE MOTION
 NM0195
 NM0195  HISTORY     - Date     Condition        Report By
 NM0195  HISTORY     - 1947     MONUMENTED       CGS
 NM0195  HISTORY     - 1966     GOOD             USGS
 NM0195
 NM0195                          STATION DESCRIPTION
 NM0195
 NM0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0195'2.7 MI W FROM DAKOTA CITY.
 NM0195'TO REACH FROM THE COURT HOUSE AT DAKOTA CITY GO WEST 0.3 MILE
 NM0195'ALONG U.S. HIGHWAY NO. 77, THENCE WEST 2.4 MILES ALONG STATE
 NM0195'HIGHWAY NO. 35 TO SITE OF MARK.  BENCH MARK IS ON THE EAST SIDE
 NM0195'OF A SCHOOLHOUSE YARD, 80.0 FEET NORTH OF AND ABOUT LEVEL WITH
 NM0195'THE CENTER LINE OF THE HIGHWAY, 53.0 FEET SOUTHEAST OF THE
 NM0195'SOUTHEAST CORNER OF THE SCHOOLHOUSE, 53.5 FEET EAST OF A FLAGPOLE,
 NM0195'46.0 FEET NORTH OF A FENCE CORNER, 1.0 FOOT WEST OF A FENCE
 NM0195'AND 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST, SET IN THE TOP
 NM0195'OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NM0195
 NM0195                          STATION RECOVERY (1966)
 NM0195
 NM0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0210 ***********************************************************************
 NM0210  DESIGNATION -  C 236
 NM0210  PID         -  NM0210
 NM0210  STATE/COUNTY-  NE/DAKOTA
 NM0210  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0210
 NM0210                         *CURRENT SURVEY CONTROL
 NM0210  ___________________________________________________________________
 NM0210* NAD 83(1986)-  42 28 07.     (N)    096 24 06.     (W)     SCALED    
 NM0210* NAVD 88     -       335.930  (meters)    1102.13   (feet)  ADJUSTED  
 NM0210  ___________________________________________________________________
 NM0210  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 NM0210  DYNAMIC HT  -         335.823 (meters)    1101.78  (feet)  COMP
 NM0210  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 NM0210
 NM0210  VERT ORDER  -  FIRST     CLASS II
 NM0210
 NM0210.The horizontal coordinates were scaled from a topographic map and have
 NM0210.an estimated accuracy of +/- 6 seconds.
 NM0210
 NM0210.The orthometric height was determined by differential leveling
 NM0210.and adjusted by the National Geodetic Survey in June 1991..
 NM0210
 NM0210.The geoid height was determined by GEOID03.
 NM0210
 NM0210.The dynamic height is computed by dividing the NAVD 88
 NM0210.geopotential number by the normal gravity value computed on the
 NM0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0210.degrees latitude (g = 980.6199 gals.).
 NM0210
 NM0210.The modeled gravity was interpolated from observed gravity values.
 NM0210
 NM0210;                    North         East    Units  Estimated Accuracy
 NM0210;SPC NE       -   298,750.      795,780.      MT  (+/- 180 meters Scaled)
 NM0210
 NM0210                          SUPERSEDED SURVEY CONTROL
 NM0210
 NM0210  NGVD 29 (??/??/92)  335.769  (m)         1101.60   (f) ADJ UNCH    1 2
 NM0210
 NM0210.Superseded values are not recommended for survey control.
 NM0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0210.See file dsdata.txt to determine how the superseded data were derived.
 NM0210
 NM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN136050(NAD 83)
 NM0210_MARKER: DB = BENCH MARK DISK
 NM0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0210_STAMPING: C 236 1947
 NM0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0210+STABILITY: SURFACE MOTION
 NM0210
 NM0210  HISTORY     - Date     Condition        Report By
 NM0210  HISTORY     - 1947     MONUMENTED       CGS
 NM0210  HISTORY     - 1963     MARK NOT FOUND   USGS
 NM0210
 NM0210                          STATION DESCRIPTION
 NM0210
 NM0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0210'0.7 MI NE FROM SOUTH SIOUX CITY.
 NM0210'ABOUT 0.7 MILE NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0210'AND OMAHA RAILROAD FROM THE STATION AT SOUTH SIOUX CITY, DIRECTLY
 NM0210'ACROSS THE TRACK FROM THE FIRST POLE NORTHEAST OF MILE POST 3-10,
 NM0210'AT THE SOUTHWEST END OF A LONG FILL FOR THE APPROACH TO THE
 NM0210'MISSOURI RIVER BRIDGE, 146.4 FEET NORTH-NORTHEAST OF MILE POST
 NM0210'3-10, 46.7 NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 NM0210'THE TRACK, 6.0 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE, 1.0
 NM0210'FOOT SOUTHWEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0210'A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 NM0210
 NM0210                          STATION RECOVERY (1963)
 NM0210
 NM0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0712 ***********************************************************************
 NM0712  DESIGNATION -  C 238
 NM0712  PID         -  NM0712
 NM0712  STATE/COUNTY-  NE/THURSTON
 NM0712  USGS QUAD   -  EMERSON SE (1967)
 NM0712
 NM0712                         *CURRENT SURVEY CONTROL
 NM0712  ___________________________________________________________________
 NM0712* NAD 83(1986)-  42 15 49.     (N)    096 35 23.     (W)     SCALED    
 NM0712* NAVD 88     -       409.709  (meters)    1344.19   (feet)  ADJUSTED  
 NM0712  ___________________________________________________________________
 NM0712  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 NM0712  DYNAMIC HT  -         409.569 (meters)    1343.73  (feet)  COMP
 NM0712  MODELED GRAV-     980,266.1   (mgal)                       NAVD 88
 NM0712
 NM0712  VERT ORDER  -  SECOND    CLASS 0
 NM0712
 NM0712.The horizontal coordinates were scaled from a topographic map and have
 NM0712.an estimated accuracy of +/- 6 seconds.
 NM0712
 NM0712.The orthometric height was determined by differential leveling
 NM0712.and adjusted by the National Geodetic Survey in June 1991..
 NM0712
 NM0712.The geoid height was determined by GEOID03.
 NM0712
 NM0712.The dynamic height is computed by dividing the NAVD 88
 NM0712.geopotential number by the normal gravity value computed on the
 NM0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0712.degrees latitude (g = 980.6199 gals.).
 NM0712
 NM0712.The modeled gravity was interpolated from observed gravity values.
 NM0712
 NM0712;                    North         East    Units  Estimated Accuracy
 NM0712;SPC NE       -   275,380.      781,230.      MT  (+/- 180 meters Scaled)
 NM0712
 NM0712                          SUPERSEDED SURVEY CONTROL
 NM0712
 NM0712  NGVD 29 (??/??/92)  409.543  (m)         1343.64   (f) ADJ UNCH    2 0
 NM0712
 NM0712.Superseded values are not recommended for survey control.
 NM0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0712.See file dsdata.txt to determine how the superseded data were derived.
 NM0712
 NM0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM987818(NAD 83)
 NM0712_MARKER: DB = BENCH MARK DISK
 NM0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0712_STAMPING: C 238 1947
 NM0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0712+STABILITY: SURFACE MOTION
 NM0712
 NM0712  HISTORY     - Date     Condition        Report By
 NM0712  HISTORY     - 1947     MONUMENTED       CGS
 NM0712  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0712
 NM0712                          STATION DESCRIPTION
 NM0712
 NM0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0712'8 MI E FROM EMERSON.
 NM0712'0.9 MILE SOUTH ALONG STATE HIGHWAY NO. 9 FROM THE RAILROAD STATION
 NM0712'AT EMERSON TO A DIRT CROSS ROAD, THENCE EAST 7.1 MILES TO A
 NM0712'DIRT CROSS ROAD WHERE THE POWER LINE CROSSES THE ROAD, 62.6
 NM0712'FEET WEST OF THE NORTH-SOUTH ROAD, 36.0 FEET WEST OF A POWER
 NM0712'POLE, 29.5 FEET SOUTH OF EAST-WEST ROAD, 1.0 FOOT NORTH OF A
 NM0712'BARBED WIRE FENCE, 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST
 NM0712'AND SET IN THE TOP OF A CONCRETE POST.
 NM0712
 NM0712                          STATION RECOVERY (1965)
 NM0712
 NM0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0725 ***********************************************************************
 NM0725  DESIGNATION -  C 239
 NM0725  PID         -  NM0725
 NM0725  STATE/COUNTY-  NE/THURSTON
 NM0725  USGS QUAD   -  THURSTON (1966)
 NM0725
 NM0725                         *CURRENT SURVEY CONTROL
 NM0725  ___________________________________________________________________
 NM0725* NAD 83(1986)-  42 09 46.     (N)    096 38 53.     (W)     SCALED    
 NM0725* NAVD 88     -       461.974  (meters)    1515.66   (feet)  ADJUSTED  
 NM0725  ___________________________________________________________________
 NM0725  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NM0725  DYNAMIC HT  -         461.813 (meters)    1515.13  (feet)  COMP
 NM0725  MODELED GRAV-     980,257.5   (mgal)                       NAVD 88
 NM0725
 NM0725  VERT ORDER  -  SECOND    CLASS 0
 NM0725
 NM0725.The horizontal coordinates were scaled from a topographic map and have
 NM0725.an estimated accuracy of +/- 6 seconds.
 NM0725
 NM0725.The orthometric height was determined by differential leveling
 NM0725.and adjusted by the National Geodetic Survey in June 1991..
 NM0725
 NM0725.The geoid height was determined by GEOID03.
 NM0725
 NM0725.The dynamic height is computed by dividing the NAVD 88
 NM0725.geopotential number by the normal gravity value computed on the
 NM0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0725.degrees latitude (g = 980.6199 gals.).
 NM0725
 NM0725.The modeled gravity was interpolated from observed gravity values.
 NM0725
 NM0725;                    North         East    Units  Estimated Accuracy
 NM0725;SPC NE       -   264,000.      776,860.      MT  (+/- 180 meters Scaled)
 NM0725
 NM0725                          SUPERSEDED SURVEY CONTROL
 NM0725
 NM0725  NGVD 29 (??/??/92)  461.817  (m)         1515.14   (f) ADJ UNCH    2 0
 NM0725
 NM0725.Superseded values are not recommended for survey control.
 NM0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0725.See file dsdata.txt to determine how the superseded data were derived.
 NM0725
 NM0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM942705(NAD 83)
 NM0725_MARKER: DB = BENCH MARK DISK
 NM0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0725_STAMPING: C 239 1947
 NM0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0725+STABILITY: SURFACE MOTION
 NM0725
 NM0725  HISTORY     - Date     Condition        Report By
 NM0725  HISTORY     - 1947     MONUMENTED       CGS
 NM0725
 NM0725                          STATION DESCRIPTION
 NM0725
 NM0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0725'4 MI SE FROM THURSTON.
 NM0725'0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE WATER TOWER AT
 NM0725'THURSTON, THENCE 1.0 MILE SOUTH TO A DIRT CROSSROAD, THENCE
 NM0725'3.0 MILES EAST TO A DIRT CROSSROAD, 38.6 FEET NORTHWEST OF THE
 NM0725'CENTER LINE OF THE INTERSECTION, 29.4 FEET NORTH OF THE CENTER
 NM0725'LINE OF THE EAST-WEST ROAD, 24.3 FEET WEST OF THE CENTER LINE
 NM0725'OF THE NORTH-SOUTH ROAD, 4.9 FEET NORTH OF A POWER POLE, 2.0
 NM0725'FEET EAST OF A WIRE FENCE, 2.0 FEET SOUTH OF A 4 X 4 MARKER
 NM0725'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 NM0725'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0793 ***********************************************************************
 LH0793  DESIGNATION -  C 24 RESET
 LH0793  PID         -  LH0793
 LH0793  STATE/COUNTY-  NE/DAWSON
 LH0793  USGS QUAD   -  JOHNSON LAKE (1983)
 LH0793
 LH0793                         *CURRENT SURVEY CONTROL
 LH0793  ___________________________________________________________________
 LH0793* NAD 83(1986)-  40 43 44.     (N)    099 46 30.     (W)     SCALED    
 LH0793* NAVD 88     -       731.213  (meters)    2398.99   (feet)  ADJUSTED  
 LH0793  ___________________________________________________________________
 LH0793  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 LH0793  DYNAMIC HT  -         730.778 (meters)    2397.56  (feet)  COMP
 LH0793  MODELED GRAV-     980,005.2   (mgal)                       NAVD 88
 LH0793
 LH0793  VERT ORDER  -  FIRST     CLASS II
 LH0793
 LH0793.The horizontal coordinates were scaled from a topographic map and have
 LH0793.an estimated accuracy of +/- 6 seconds.
 LH0793
 LH0793.The orthometric height was determined by differential leveling
 LH0793.and adjusted by the National Geodetic Survey in June 1991..
 LH0793
 LH0793.The geoid height was determined by GEOID03.
 LH0793
 LH0793.The dynamic height is computed by dividing the NAVD 88
 LH0793.geopotential number by the normal gravity value computed on the
 LH0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0793.degrees latitude (g = 980.6199 gals.).
 LH0793
 LH0793.The modeled gravity was interpolated from observed gravity values.
 LH0793
 LH0793;                    North         East    Units  Estimated Accuracy
 LH0793;SPC NE       -    99,460.      519,000.      MT  (+/- 180 meters Scaled)
 LH0793
 LH0793                          SUPERSEDED SURVEY CONTROL
 LH0793
 LH0793  NGVD 29 (02/14/92)  730.931  (m)         2398.06   (f) ADJUSTED    1 2
 LH0793
 LH0793.Superseded values are not recommended for survey control.
 LH0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0793.See file dsdata.txt to determine how the superseded data were derived.
 LH0793
 LH0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML345089(NAD 83)
 LH0793_MARKER: DB = BENCH MARK DISK
 LH0793_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LH0793_SP_SET: BRIDGE WINGWALL
 LH0793_STAMPING: C 24 RESET 1956
 LH0793_MARK LOGO: CGS   
 LH0793_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0793
 LH0793  HISTORY     - Date     Condition        Report By
 LH0793  HISTORY     - 1956     MONUMENTED       NEDR
 LH0793  HISTORY     - 1986     GOOD             NGS
 LH0793  HISTORY     - 19930515 GOOD             NEDR
 LH0793
 LH0793                          STATION DESCRIPTION
 LH0793
 LH0793'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1956
 LH0793'4.9 MI S FROM LEXINGTON.
 LH0793'4.9 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THE UNION PACIFIC
 LH0793'RAILROAD CROSSING AT LEXINGTON, 16 FEET NORTH OF THE CENTERLINE
 LH0793'OF THE HIGHWAY, AND IN THE TOP OF THE NORTHWEST WING OF A
 LH0793'CONCRETE BRIDGE.
 LH0793
 LH0793                          STATION RECOVERY (1986)
 LH0793
 LH0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0793'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.5 KM (4.7
 LH0793'MI) SOUTH ALONG US HIGHWAY 283 FROM THE OVERPASS BRIDGE OVER US
 LH0793'HIGHWAY 30 AND THE UNION PACIFIC RAILROAD AT LEXINGTON, IN TOP OF AND
 LH0793'1.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE NORTHWEST WINGWALL FOR
 LH0793'THE BRIDGE OVER THE PLATTE RIVER OVER-FLOW, 0.68 KM (0.42 MI) EAST OF
 LH0793'MILEPOST 53 AND 4.8 METERS (16 FT) NORTH OF THE HIGHWAY CENTERLINE.
 LH0793'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LH0793
 LH0793                          STATION RECOVERY (1993)
 LH0793
 LH0793'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1993 (JQ)
 LH0793'RECOVERED AS DESCRIBED BUT HAD TO BE RELOCATED DUE TO CONSTRUCTION.
 LH0793'SEE THE 1993 C 24 RESET MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7431 ***********************************************************************
 AA7431  DESIGNATION -  C 24 RESET
 AA7431  PID         -  AA7431
 AA7431  STATE/COUNTY-  NE/DAWSON
 AA7431  USGS QUAD   -  JOHNSON LAKE (1983)
 AA7431
 AA7431                         *CURRENT SURVEY CONTROL
 AA7431  ___________________________________________________________________
 AA7431* NAD 83(1986)-  40 43 44.     (N)    099 46 30.     (W)     SCALED    
 AA7431* NAVD 88     -       731.91   (+/-2cm)    2401.3    (feet)  VERTCON   
 AA7431  ___________________________________________________________________
 AA7431  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AA7431
 AA7431  VERT ORDER  -  THIRD (See Below)
 AA7431
 AA7431.The horizontal coordinates were scaled from a topographic map and have
 AA7431.an estimated accuracy of +/- 6 seconds.
 AA7431
 AA7431.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7431.The vertical order pertains to the NGVD 29 superseded value.
 AA7431
 AA7431.The geoid height was determined by GEOID03.
 AA7431
 AA7431;                    North         East    Units  Estimated Accuracy
 AA7431;SPC NE       -    99,460.      519,000.      MT  (+/- 180 meters Scaled)
 AA7431
 AA7431                          SUPERSEDED SURVEY CONTROL
 AA7431
 AA7431  NGVD 29 (08/02/06)  731.63   (m)         2400.4    (f) RESET       3  
 AA7431
 AA7431.Superseded values are not recommended for survey control.
 AA7431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7431.See file dsdata.txt to determine how the superseded data were derived.
 AA7431
 AA7431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML345089(NAD 83)
 AA7431_MARKER: DV = VERTICAL CONTROL DISK
 AA7431_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA7431_SP_SET: BRIDGE BUTRESS
 AA7431_STAMPING: C 24 RESET 1993
 AA7431_MARK LOGO: NGS   
 AA7431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7431
 AA7431  HISTORY     - Date     Condition        Report By
 AA7431  HISTORY     - 1993     MONUMENTED       NEDR
 AA7431  HISTORY     - 20040227 GOOD             NEDR
 AA7431
 AA7431                          STATION DESCRIPTION
 AA7431
 AA7431'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1993 (JQ)
 AA7431'TO REACH THE MARK FROM THE OVERPASS BRIDGE OF U.S.  HIGHWAY 283 OVER
 AA7431'U.S.  HIGHWAY 30 AND THE UNION PACIFIC RAILROAD, AT LEXINGTON, GO
 AA7431'SOUTH ON HIGHWAY 283 FOR 7.5 KM (4.65 MI) TO THE MARK ON THE RIGHT,
 AA7431'SET INTO THE TOP OF THE NORTHWEST CORNER OF THE BUTRESS AND 22.5 FT
 AA7431'(6.9 M) WEST OF THE CENTERLINE OF THE BRIDGE OVER THE PLATTE RIVER
 AA7431'OVER-FLOW, AT HIGHWAY STATION 1164+49.
 AA7431
 AA7431                          STATION RECOVERY (2004)
 AA7431
 AA7431'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 AA7431'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0442 ***********************************************************************
 NM0442  DESIGNATION -  C 240
 NM0442  PID         -  NM0442
 NM0442  STATE/COUNTY-  NE/THURSTON
 NM0442  USGS QUAD   -  ALBATON (1969)
 NM0442
 NM0442                         *CURRENT SURVEY CONTROL
 NM0442  ___________________________________________________________________
 NM0442* NAD 83(1986)-  42 10 50.     (N)    096 21 41.     (W)     SCALED    
 NM0442* NAVD 88     -       400.003  (meters)    1312.34   (feet)  ADJUSTED  
 NM0442  ___________________________________________________________________
 NM0442  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 NM0442  DYNAMIC HT  -         399.868 (meters)    1311.90  (feet)  COMP
 NM0442  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 NM0442
 NM0442  VERT ORDER  -  SECOND    CLASS 0
 NM0442
 NM0442.The horizontal coordinates were scaled from a topographic map and have
 NM0442.an estimated accuracy of +/- 6 seconds.
 NM0442
 NM0442.The orthometric height was determined by differential leveling
 NM0442.and adjusted by the National Geodetic Survey in June 1991..
 NM0442
 NM0442.The geoid height was determined by GEOID03.
 NM0442
 NM0442.The dynamic height is computed by dividing the NAVD 88
 NM0442.geopotential number by the normal gravity value computed on the
 NM0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0442.degrees latitude (g = 980.6199 gals.).
 NM0442
 NM0442.The modeled gravity was interpolated from observed gravity values.
 NM0442
 NM0442;                    North         East    Units  Estimated Accuracy
 NM0442;SPC NE       -   266,930.      800,440.      MT  (+/- 180 meters Scaled)
 NM0442
 NM0442                          SUPERSEDED SURVEY CONTROL
 NM0442
 NM0442  NGVD 29 (??/??/92)  399.852  (m)         1311.85   (f) ADJ UNCH    2 0
 NM0442
 NM0442.Superseded values are not recommended for survey control.
 NM0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0442.See file dsdata.txt to determine how the superseded data were derived.
 NM0442
 NM0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM179731(NAD 83)
 NM0442_MARKER: DB = BENCH MARK DISK
 NM0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0442_STAMPING: C 240 1947
 NM0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0442+STABILITY: SURFACE MOTION
 NM0442
 NM0442  HISTORY     - Date     Condition        Report By
 NM0442  HISTORY     - 1947     MONUMENTED       CGS
 NM0442
 NM0442                          STATION DESCRIPTION
 NM0442
 NM0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0442'8 MI SE FROM WINNEBAGO.
 NM0442'5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 73 E FROM THE JUNCTION
 NM0442'WITH U.S. HIGHWAY NO. 77 AT WINNEBAGO, THENCE EAST 2.0 MILES
 NM0442'ALONG A DIRT ROAD FROM THE DISTRICT NO. 35 SCHOOL, THENCE NORTH
 NM0442'0.2 MILE ALONG A NARROW UNIMPROVED ROAD, 1.1 MILES SOUTH OF BENCH
 NM0442'MARK B 240, AT A GRADUAL CURVE IN THE ROAD, 33.4 FEET
 NM0442'SOUTHEAST OF THE CENTER OF THE ROAD, 14.1 FEET SOUTH OF AN
 NM0442'OAK TREE 1.0 FOOT IN DIAMETER, 5.0 FEET ABOVE THE ROAD LEVEL,
 NM0442'2.0 FEET NORTHEAST OF A 4 IN X 4 IN MARKER POST AND SET IN THE
 NM0442'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0338 ***********************************************************************
 MK0338  DESIGNATION -  C 241
 MK0338  PID         -  MK0338
 MK0338  STATE/COUNTY-  NE/BURT
 MK0338  USGS QUAD   -  TEKAMAH (1983)
 MK0338
 MK0338                         *CURRENT SURVEY CONTROL
 MK0338  ___________________________________________________________________
 MK0338* NAD 83(1986)-  41 46 40.     (N)    096 12 04.     (W)     SCALED    
 MK0338* NAVD 88     -       314.052  (meters)    1030.35   (feet)  ADJUSTED  
 MK0338  ___________________________________________________________________
 MK0338  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 MK0338  DYNAMIC HT  -         313.929 (meters)    1029.95  (feet)  COMP
 MK0338  MODELED GRAV-     980,223.3   (mgal)                       NAVD 88
 MK0338
 MK0338  VERT ORDER  -  SECOND    CLASS 0
 MK0338
 MK0338.The horizontal coordinates were scaled from a topographic map and have
 MK0338.an estimated accuracy of +/- 6 seconds.
 MK0338
 MK0338.The orthometric height was determined by differential leveling
 MK0338.and adjusted by the National Geodetic Survey in June 1991..
 MK0338
 MK0338.The geoid height was determined by GEOID03.
 MK0338
 MK0338.The dynamic height is computed by dividing the NAVD 88
 MK0338.geopotential number by the normal gravity value computed on the
 MK0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0338.degrees latitude (g = 980.6199 gals.).
 MK0338
 MK0338.The modeled gravity was interpolated from observed gravity values.
 MK0338
 MK0338;                    North         East    Units  Estimated Accuracy
 MK0338;SPC NE       -   222,820.      815,630.      MT  (+/- 180 meters Scaled)
 MK0338
 MK0338                          SUPERSEDED SURVEY CONTROL
 MK0338
 MK0338  NGVD 29 (??/??/92)  313.914  (m)         1029.90   (f) ADJ UNCH    2 0
 MK0338
 MK0338.Superseded values are not recommended for survey control.
 MK0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0338.See file dsdata.txt to determine how the superseded data were derived.
 MK0338
 MK0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM326288(NAD 83)
 MK0338_MARKER: DB = BENCH MARK DISK
 MK0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0338_STAMPING: C 241 1947
 MK0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0338+STABILITY: SURFACE MOTION
 MK0338
 MK0338  HISTORY     - Date     Condition        Report By
 MK0338  HISTORY     - 1947     MONUMENTED       CGS
 MK0338  HISTORY     - 1974     GOOD             LOCSUR
 MK0338
 MK0338                          STATION DESCRIPTION
 MK0338
 MK0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0338'1 MI E FROM TEKAMAH.
 MK0338'1.0 MILE EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0338'TEKAMAH, AT A PRIVATE DRIVE-WAY LEADING NORTH TO A FARM HOUSE,
 MK0338'0.3 MILE EAST OF A STEEL BRIDGE OVER A DRAINAGE DITCH, 51.8
 MK0338'FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION
 MK0338'OF A BARN, 41.0 FEET NORTH OF THE CENTER OF THE ROAD, 31.0
 MK0338'FEET EAST OF THE CENTER OF THE PRIVATE DRIVE-WAY, 3.5 FEET
 MK0338'NORTHEAST OF A 2-FOOT ELM TREE, 2.0 FEET NORTH OF A REFERENCE
 MK0338'POST, 1.6 FOOT NORTH OF THE NORTH RIGHT OF WAY FENCE, SET
 MK0338'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD
 MK0338'AND PROJECTING 0.2 FOOT.
 MK0338
 MK0338                          STATION RECOVERY (1974)
 MK0338
 MK0338'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0288 ***********************************************************************
 MK0288  DESIGNATION -  C 242
 MK0288  PID         -  MK0288
 MK0288  STATE/COUNTY-  NE/BURT
 MK0288  USGS QUAD   -  BERTHA (1970)
 MK0288
 MK0288                         *CURRENT SURVEY CONTROL
 MK0288  ___________________________________________________________________
 MK0288* NAD 83(1986)-  41 59 20.     (N)    096 16 11.     (W)     SCALED    
 MK0288* NAVD 88     -       340.683  (meters)    1117.72   (feet)  ADJUSTED  
 MK0288  ___________________________________________________________________
 MK0288  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 MK0288  DYNAMIC HT  -         340.562 (meters)    1117.33  (feet)  COMP
 MK0288  MODELED GRAV-     980,256.5   (mgal)                       NAVD 88
 MK0288
 MK0288  VERT ORDER  -  SECOND    CLASS 0
 MK0288
 MK0288.The horizontal coordinates were scaled from a topographic map and have
 MK0288.an estimated accuracy of +/- 6 seconds.
 MK0288
 MK0288.The orthometric height was determined by differential leveling
 MK0288.and adjusted by the National Geodetic Survey in June 1991..
 MK0288
 MK0288.The geoid height was determined by GEOID03.
 MK0288
 MK0288.The dynamic height is computed by dividing the NAVD 88
 MK0288.geopotential number by the normal gravity value computed on the
 MK0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0288.degrees latitude (g = 980.6199 gals.).
 MK0288
 MK0288.The modeled gravity was interpolated from observed gravity values.
 MK0288
 MK0288;                    North         East    Units  Estimated Accuracy
 MK0288;SPC NE       -   245,990.      808,920.      MT  (+/- 180 meters Scaled)
 MK0288
 MK0288                          SUPERSEDED SURVEY CONTROL
 MK0288
 MK0288  NGVD 29 (??/??/92)  340.538  (m)         1117.25   (f) ADJ UNCH    2 0
 MK0288
 MK0288.Superseded values are not recommended for survey control.
 MK0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0288.See file dsdata.txt to determine how the superseded data were derived.
 MK0288
 MK0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM261521(NAD 83)
 MK0288_MARKER: DB = BENCH MARK DISK
 MK0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0288_STAMPING: C 242 1947
 MK0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0288+STABILITY: SURFACE MOTION
 MK0288
 MK0288  HISTORY     - Date     Condition        Report By
 MK0288  HISTORY     - 1947     MONUMENTED       CGS
 MK0288  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0288
 MK0288                          STATION DESCRIPTION
 MK0288
 MK0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0288'2.5 MI SW FROM DECATUR.
 MK0288'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0288'AT DECATUR, THENCE 1.2 MILE WEST ALONG STATE HIGHWAY NO. 118, AT
 MK0288'THE JUNCTION OF A GRAVEL ROAD LEADING WEST AND AT A POINT WHERE
 MK0288'THE HIGHWAY TURNS SOUTH, 44.0 FEET SOUTH OF THE CENTER OF THE
 MK0288'ROAD LEADING WEST, 44.0 FEET NORTHWEST OF THE CENTER OF THE
 MK0288'HIGHWAY, 22.0 FEET SOUTH OF TELEPHONE POLE NO. 310/1, 9.0 FEET
 MK0288'SOUTH OF A 1 1/2-FOOT WALNUT TREE, 2.0 FEET SOUTH OF A REFERENCE
 MK0288'POST, 1.0 FOOT WEST OF THE WEST RIGHT OF WAY FENCE, SET IN A
 MK0288'CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 MK0288'PROJECTING 0.2 FOOT.
 MK0288
 MK0288                          STATION RECOVERY (1965)
 MK0288
 MK0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0627 ***********************************************************************
 MK0627  DESIGNATION -  C 243
 MK0627  PID         -  MK0627
 MK0627  STATE/COUNTY-  NE/DOUGLAS
 MK0627  USGS QUAD   -  ELKHORN (1983)
 MK0627
 MK0627                         *CURRENT SURVEY CONTROL
 MK0627  ___________________________________________________________________
 MK0627* NAD 83(1986)-  41 20 47.     (N)    096 10 24.     (W)     SCALED    
 MK0627* NAVD 88     -       346.153  (meters)    1135.67   (feet)  ADJUSTED  
 MK0627  ___________________________________________________________________
 MK0627  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MK0627  DYNAMIC HT  -         345.993 (meters)    1135.15  (feet)  COMP
 MK0627  MODELED GRAV-     980,153.2   (mgal)                       NAVD 88
 MK0627
 MK0627  VERT ORDER  -  SECOND    CLASS 0
 MK0627
 MK0627.The horizontal coordinates were scaled from a topographic map and have
 MK0627.an estimated accuracy of +/- 6 seconds.
 MK0627
 MK0627.The orthometric height was determined by differential leveling
 MK0627.and adjusted by the National Geodetic Survey in June 1991..
 MK0627
 MK0627.The geoid height was determined by GEOID03.
 MK0627
 MK0627.The dynamic height is computed by dividing the NAVD 88
 MK0627.geopotential number by the normal gravity value computed on the
 MK0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0627.degrees latitude (g = 980.6199 gals.).
 MK0627
 MK0627.The modeled gravity was interpolated from observed gravity values.
 MK0627
 MK0627;                    North         East    Units  Estimated Accuracy
 MK0627;SPC NE       -   175,070.      820,050.      MT  (+/- 180 meters Scaled)
 MK0627
 MK0627                          SUPERSEDED SURVEY CONTROL
 MK0627
 MK0627  NGVD 29 (??/??/92)  346.019  (m)         1135.23   (f) ADJ UNCH    2 0
 MK0627
 MK0627.Superseded values are not recommended for survey control.
 MK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0627.See file dsdata.txt to determine how the superseded data were derived.
 MK0627
 MK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL364810(NAD 83)
 MK0627_MARKER: DB = BENCH MARK DISK
 MK0627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0627_SP_SET: CULVERT
 MK0627_STAMPING: C 243 1947
 MK0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0627
 MK0627  HISTORY     - Date     Condition        Report By
 MK0627  HISTORY     - 1947     MONUMENTED       CGS
 MK0627  HISTORY     - 1976     GOOD             LOCSUR
 MK0627
 MK0627                          STATION DESCRIPTION
 MK0627
 MK0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0627'5.8 MI SE FROM ELK CITY.
 MK0627'5.85 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 8 FROM THE PUBLIC
 MK0627'SCHOOL AT ELK CITY, AT THE CROSSING OF A CREEK, 35.5 FEET
 MK0627'SOUTHWEST OF THE CENTER OF THE HIGHWAY, SET IN TOP OF AND 1.0
 MK0627'FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST HEAD WALL
 MK0627'OF A 10 X 10-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 6
 MK0627'FEET BELOW THE HIGHWAY.
 MK0627
 MK0627                          STATION RECOVERY (1976)
 MK0627
 MK0627'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0690 ***********************************************************************
 MJ0690  DESIGNATION -  C 244
 MJ0690  PID         -  MJ0690
 MJ0690  STATE/COUNTY-  NE/CASS
 MJ0690  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0690
 MJ0690                         *CURRENT SURVEY CONTROL
 MJ0690  ___________________________________________________________________
 MJ0690* NAD 83(1986)-  41 03 48.     (N)    095 55 39.     (W)     SCALED    
 MJ0690* NAVD 88     -       295.197  (meters)     968.49   (feet)  ADJUSTED  
 MJ0690  ___________________________________________________________________
 MJ0690  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 MJ0690  DYNAMIC HT  -         295.077 (meters)     968.10  (feet)  COMP
 MJ0690  MODELED GRAV-     980,211.3   (mgal)                       NAVD 88
 MJ0690
 MJ0690  VERT ORDER  -  SECOND    CLASS 0
 MJ0690
 MJ0690.The horizontal coordinates were scaled from a topographic map and have
 MJ0690.an estimated accuracy of +/- 6 seconds.
 MJ0690
 MJ0690.The orthometric height was determined by differential leveling
 MJ0690.and adjusted by the National Geodetic Survey in June 1991..
 MJ0690
 MJ0690.The geoid height was determined by GEOID03.
 MJ0690
 MJ0690.The dynamic height is computed by dividing the NAVD 88
 MJ0690.geopotential number by the normal gravity value computed on the
 MJ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0690.degrees latitude (g = 980.6199 gals.).
 MJ0690
 MJ0690.The modeled gravity was interpolated from observed gravity values.
 MJ0690
 MJ0690;                    North         East    Units  Estimated Accuracy
 MJ0690;SPC NE       -   144,620.      842,080.      MT  (+/- 180 meters Scaled)
 MJ0690
 MJ0690                          SUPERSEDED SURVEY CONTROL
 MJ0690
 MJ0690  NGVD 29 (??/??/92)  295.107  (m)          968.20   (f) ADJ UNCH    2 0
 MJ0690
 MJ0690.Superseded values are not recommended for survey control.
 MJ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0690.See file dsdata.txt to determine how the superseded data were derived.
 MJ0690
 MJ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF540499(NAD 83)
 MJ0690_MARKER: DB = BENCH MARK DISK
 MJ0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0690_STAMPING: C 244 1947
 MJ0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0690+STABILITY: SURFACE MOTION
 MJ0690
 MJ0690  HISTORY     - Date     Condition        Report By
 MJ0690  HISTORY     - 1947     MONUMENTED       CGS
 MJ0690  HISTORY     - 1950     GOOD             NGS
 MJ0690
 MJ0690                          STATION DESCRIPTION
 MJ0690
 MJ0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0690'4.4 MI N FROM PLATTSMOUTH.
 MJ0690'2 BLOCKS WEST ALONG MAIN STREET FROM THE COURTHOUSE AT
 MJ0690'PLATTSMOUTH, THENCE 4.4 MILES NORTH ALONG U.S. HIGHWAYS 75 AND
 MJ0690'73, 65.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 46.0 FEET
 MJ0690'NORTH OF THE CENTER LINE OF A ROAD LEADING EAST TO SOKOL PARK,
 MJ0690'38.0 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST TO
 MJ0690'20 CLUB PARK, 25.0 FEET WEST OF A FENCE, 3.0 FEET NORTH OF A
 MJ0690'4X4 MARKER POST, ACROSS THE HIGHWAY FROM THE LYMAN RICHEY SAND
 MJ0690'AND GRAVEL PLANT, SET IN THE TOP OF A CONCRETE POST WHICH
 MJ0690'PROJECTS 8 INCHES ABOVE THE GROUND.
 MJ0690
 MJ0690                          STATION RECOVERY (1950)
 MJ0690
 MJ0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MJ0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0387 ***********************************************************************
 MK0387  DESIGNATION -  C 245
 MK0387  PID         -  MK0387
 MK0387  STATE/COUNTY-  NE/WASHINGTON
 MK0387  USGS QUAD   -  HERMAN (1970)
 MK0387
 MK0387                         *CURRENT SURVEY CONTROL
 MK0387  ___________________________________________________________________
 MK0387* NAD 83(1986)-  41 40 33.     (N)    096 13 58.     (W)     SCALED    
 MK0387* NAVD 88     -       327.834  (meters)    1075.57   (feet)  ADJUSTED  
 MK0387  ___________________________________________________________________
 MK0387  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 MK0387  DYNAMIC HT  -         327.698 (meters)    1075.12  (feet)  COMP
 MK0387  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 MK0387
 MK0387  VERT ORDER  -  SECOND    CLASS 0
 MK0387
 MK0387.The horizontal coordinates were scaled from a topographic map and have
 MK0387.an estimated accuracy of +/- 6 seconds.
 MK0387
 MK0387.The orthometric height was determined by differential leveling
 MK0387.and adjusted by the National Geodetic Survey in June 1991..
 MK0387
 MK0387.The geoid height was determined by GEOID03.
 MK0387
 MK0387.The dynamic height is computed by dividing the NAVD 88
 MK0387.geopotential number by the normal gravity value computed on the
 MK0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0387.degrees latitude (g = 980.6199 gals.).
 MK0387
 MK0387.The modeled gravity was interpolated from observed gravity values.
 MK0387
 MK0387;                    North         East    Units  Estimated Accuracy
 MK0387;SPC NE       -   211,400.      813,490.      MT  (+/- 180 meters Scaled)
 MK0387
 MK0387                          SUPERSEDED SURVEY CONTROL
 MK0387
 MK0387  NGVD 29 (??/??/92)  327.693  (m)         1075.11   (f) ADJ UNCH    2 0
 MK0387
 MK0387.Superseded values are not recommended for survey control.
 MK0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0387.See file dsdata.txt to determine how the superseded data were derived.
 MK0387
 MK0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM303174(NAD 83)
 MK0387_MARKER: DB = BENCH MARK DISK
 MK0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0387_STAMPING: C 245 1947
 MK0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0387+STABILITY: SURFACE MOTION
 MK0387
 MK0387  HISTORY     - Date     Condition        Report By
 MK0387  HISTORY     - 1947     MONUMENTED       CGS
 MK0387  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0387
 MK0387                          STATION DESCRIPTION
 MK0387
 MK0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0387'1 MI W FROM HERMAN.
 MK0387'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 73 AND 0.85 MILE WEST
 MK0387'ALONG STATE HIGHWAY NO. 31 FROM THE POST OFFICE AT HERMAN,
 MK0387'170.0 FEET WEST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 72.0
 MK0387'FEET SOUTH SOUTHWEST OF AND ACROSS THE HIGHWAY FROM TELEPHONE
 MK0387'POLE NO. 1630, 31.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 MK0387'2.3 FEET EAST OF A REFERENCE POST, 0.9 FOOT NORTH OF THE SOUTH
 MK0387'RIGHT OF WAY FENCE, SET IN A CONCRETE POST IN LINE WITH THE
 MK0387'CENTER OF THE EAST OF THE Y AT THE JUNCTION OF A GRAVEL ROAD
 MK0387'LEADING NORTHWEST, ABOUT THE SAME ELEVATION AS THE HIGHWAY
 MK0387'AND PROJECTING 0.3 FOOT.
 MK0387
 MK0387                          STATION RECOVERY (1965)
 MK0387
 MK0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0462 ***********************************************************************
 MK0462  DESIGNATION -  C 246
 MK0462  PID         -  MK0462
 MK0462  STATE/COUNTY-  NE/BURT
 MK0462  USGS QUAD   -  TEKAMAH NW (1970)
 MK0462
 MK0462                         *CURRENT SURVEY CONTROL
 MK0462  ___________________________________________________________________
 MK0462* NAD 83(1986)-  41 59 49.     (N)    096 14 54.     (W)     SCALED    
 MK0462* NAVD 88     -       324.725  (meters)    1065.37   (feet)  ADJUSTED  
 MK0462  ___________________________________________________________________
 MK0462  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 MK0462  DYNAMIC HT  -         324.610 (meters)    1064.99  (feet)  COMP
 MK0462  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 MK0462
 MK0462  VERT ORDER  -  SECOND    CLASS 0
 MK0462
 MK0462.The horizontal coordinates were scaled from a topographic map and have
 MK0462.an estimated accuracy of +/- 6 seconds.
 MK0462
 MK0462.The orthometric height was determined by differential leveling
 MK0462.and adjusted by the National Geodetic Survey in June 1991..
 MK0462
 MK0462.The geoid height was determined by GEOID03.
 MK0462
 MK0462.The dynamic height is computed by dividing the NAVD 88
 MK0462.geopotential number by the normal gravity value computed on the
 MK0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0462.degrees latitude (g = 980.6199 gals.).
 MK0462
 MK0462.The modeled gravity was interpolated from observed gravity values.
 MK0462
 MK0462;                    North         East    Units  Estimated Accuracy
 MK0462;SPC NE       -   246,960.      810,650.      MT  (+/- 180 meters Scaled)
 MK0462
 MK0462                          SUPERSEDED SURVEY CONTROL
 MK0462
 MK0462  NGVD 29 (??/??/92)  324.581  (m)         1064.90   (f) ADJ UNCH    2 0
 MK0462
 MK0462.Superseded values are not recommended for survey control.
 MK0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0462.See file dsdata.txt to determine how the superseded data were derived.
 MK0462
 MK0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM279531(NAD 83)
 MK0462_MARKER: DB = BENCH MARK DISK
 MK0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0462_STAMPING: C 246 1947
 MK0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0462+STABILITY: SURFACE MOTION
 MK0462
 MK0462  HISTORY     - Date     Condition        Report By
 MK0462  HISTORY     - 1947     MONUMENTED       CGS
 MK0462
 MK0462                          STATION DESCRIPTION
 MK0462
 MK0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0462'1 MI S FROM DECATUR.
 MK0462'1.0 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0462'AT DECATUR, AT THE EAGLETON AIR FIELD, 0.1 MILE WEST OF THE
 MK0462'HIGHWAY, 133.0 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE GATE,
 MK0462'111.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN HANGAR,
 MK0462'15.0 FEET WEST OF A NORTH-SOUTH NET WIRE FENCE, 4.5 FEET SOUTH
 MK0462'OF A POWER LINE POLE, 1.3 FOOT NORTH OF A REFERENCE POST, SET IN
 MK0462'A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0423 ***********************************************************************
 MK0423  DESIGNATION -  C 247
 MK0423  PID         -  MK0423
 MK0423  STATE/COUNTY-  NE/WASHINGTON
 MK0423  USGS QUAD   -  ORUM (1969)
 MK0423
 MK0423                         *CURRENT SURVEY CONTROL
 MK0423  ___________________________________________________________________
 MK0423* NAD 83(1986)-  41 32 43.     (N)    096 16 15.     (W)     SCALED    
 MK0423* NAVD 88     -       403.687  (meters)    1324.43   (feet)  ADJUSTED  
 MK0423  ___________________________________________________________________
 MK0423  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MK0423  DYNAMIC HT  -         403.504 (meters)    1323.83  (feet)  COMP
 MK0423  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 MK0423
 MK0423  VERT ORDER  -  SECOND    CLASS 0
 MK0423
 MK0423.The horizontal coordinates were scaled from a topographic map and have
 MK0423.an estimated accuracy of +/- 6 seconds.
 MK0423
 MK0423.The orthometric height was determined by differential leveling
 MK0423.and adjusted by the National Geodetic Survey in June 1991..
 MK0423
 MK0423.The geoid height was determined by GEOID03.
 MK0423
 MK0423.The dynamic height is computed by dividing the NAVD 88
 MK0423.geopotential number by the normal gravity value computed on the
 MK0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0423.degrees latitude (g = 980.6199 gals.).
 MK0423
 MK0423.The modeled gravity was interpolated from observed gravity values.
 MK0423
 MK0423;                    North         East    Units  Estimated Accuracy
 MK0423;SPC NE       -   196,780.      810,950.      MT  (+/- 180 meters Scaled)
 MK0423
 MK0423                          SUPERSEDED SURVEY CONTROL
 MK0423
 MK0423  NGVD 29 (??/??/92)  403.539  (m)         1323.94   (f) ADJ UNCH    2 0
 MK0423
 MK0423.Superseded values are not recommended for survey control.
 MK0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0423.See file dsdata.txt to determine how the superseded data were derived.
 MK0423
 MK0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM276028(NAD 83)
 MK0423_MARKER: DB = BENCH MARK DISK
 MK0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0423_STAMPING: C 247 1947
 MK0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0423+STABILITY: SURFACE MOTION
 MK0423
 MK0423  HISTORY     - Date     Condition        Report By
 MK0423  HISTORY     - 1947     MONUMENTED       CGS
 MK0423
 MK0423                          STATION DESCRIPTION
 MK0423
 MK0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0423'AT ORUM.
 MK0423'AT ORUM, ALONG THE NORTH SIDE OF THE YARD AROUND THE SCHOOL,
 MK0423'140.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH SECTION OF
 MK0423'STATE HIGHWAY NO. 91 (THIS POINT IS ALSO IN WITH THE CENTER OF
 MK0423'A GRAVEL ROAD LEADING NORTH), 58.6 FEET NORTH OF THE NORTHWEST
 MK0423'CORNER OF THE SCHOOL BUILDING, 32.0 FEET SOUTH OF THE CENTER
 MK0423'OF THE EAST-WEST SECTION OF STATE HIGHWAY NO. 91, 7.5 FEET EAST
 MK0423'OF THE EAST SIDE OF A 2 1/2-FOOT ELDER TREE, 1.8 FOOT WEST OF A
 MK0423'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 MK0423'AS THE HIGHWAY AND ABOUT FLUSH WITH THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0546 ***********************************************************************
 NM0546  DESIGNATION -  C 249
 NM0546  PID         -  NM0546
 NM0546  STATE/COUNTY-  NE/BURT
 NM0546  USGS QUAD   -  WALTHILL SW (1966)
 NM0546
 NM0546                         *CURRENT SURVEY CONTROL
 NM0546  ___________________________________________________________________
 NM0546* NAD 83(1986)-  42 01 01.     (N)    096 24 19.     (W)     SCALED    
 NM0546* NAVD 88     -       401.096  (meters)    1315.93   (feet)  ADJUSTED  
 NM0546  ___________________________________________________________________
 NM0546  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 NM0546  DYNAMIC HT  -         400.954 (meters)    1315.46  (feet)  COMP
 NM0546  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 NM0546
 NM0546  VERT ORDER  -  SECOND    CLASS 0
 NM0546
 NM0546.The horizontal coordinates were scaled from a topographic map and have
 NM0546.an estimated accuracy of +/- 6 seconds.
 NM0546
 NM0546.The orthometric height was determined by differential leveling
 NM0546.and adjusted by the National Geodetic Survey in June 1991..
 NM0546
 NM0546.The geoid height was determined by GEOID03.
 NM0546
 NM0546.The dynamic height is computed by dividing the NAVD 88
 NM0546.geopotential number by the normal gravity value computed on the
 NM0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0546.degrees latitude (g = 980.6199 gals.).
 NM0546
 NM0546.The modeled gravity was interpolated from observed gravity values.
 NM0546
 NM0546;                    North         East    Units  Estimated Accuracy
 NM0546;SPC NE       -   248,630.      797,570.      MT  (+/- 180 meters Scaled)
 NM0546
 NM0546                          SUPERSEDED SURVEY CONTROL
 NM0546
 NM0546  NGVD 29 (??/??/92)  400.949  (m)         1315.45   (f) ADJ UNCH    2 0
 NM0546
 NM0546.Superseded values are not recommended for survey control.
 NM0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0546.See file dsdata.txt to determine how the superseded data were derived.
 NM0546
 NM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM148549(NAD 83)
 NM0546_MARKER: DB = BENCH MARK DISK
 NM0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0546_STAMPING: C 249 1947
 NM0546_MARK LOGO: CGS   
 NM0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0546+STABILITY: SURFACE MOTION
 NM0546
 NM0546  HISTORY     - Date     Condition        Report By
 NM0546  HISTORY     - 1947     MONUMENTED       CGS
 NM0546  HISTORY     - 19910703 GOOD             NEDR
 NM0546
 NM0546                          STATION DESCRIPTION
 NM0546
 NM0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0546'8 MI SE FROM ROSALIE.
 NM0546'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0546'THENCE EAST 5.5 MILES ALONG A DIRT AND GRAVEL ROAD, THENCE SOUTH
 NM0546'2.0 MILES ALONG A DIRT ROAD, AT A DIRT CROSS ROAD, 37.5 FEET
 NM0546'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 27.0 FEET SOUTH OF
 NM0546'THE CENTER OF THE EAST-WEST ROAD, 7.3 FEET NORTHWEST OF A TELEPHONE
 NM0546'POLE, 5.8 FEET WEST OF A FENCE CORNER, 1.0 FOOT NORTH OF A WIRE
 NM0546'FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET IN THE
 NM0546'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 NM0546
 NM0546                          STATION RECOVERY (1991)
 NM0546
 NM0546'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 NM0546'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0729 ***********************************************************************
 LH0729  DESIGNATION -  C 25
 LH0729  PID         -  LH0729
 LH0729  STATE/COUNTY-  NE/FURNAS
 LH0729  USGS QUAD   -  HENDLEY (1958)
 LH0729
 LH0729                         *CURRENT SURVEY CONTROL
 LH0729  ___________________________________________________________________
 LH0729* NAD 83(1986)-  40 08 44.     (N)    099 53 40.     (W)     SCALED    
 LH0729* NAVD 88     -       701.446  (meters)    2301.33   (feet)  ADJUSTED  
 LH0729  ___________________________________________________________________
 LH0729  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 LH0729  DYNAMIC HT  -         700.997 (meters)    2299.85  (feet)  COMP
 LH0729  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 LH0729
 LH0729  VERT ORDER  -  FIRST     CLASS II
 LH0729
 LH0729.The horizontal coordinates were scaled from a topographic map and have
 LH0729.an estimated accuracy of +/- 6 seconds.
 LH0729
 LH0729.The orthometric height was determined by differential leveling
 LH0729.and adjusted by the National Geodetic Survey in June 1991..
 LH0729
 LH0729.The geoid height was determined by GEOID03.
 LH0729
 LH0729.The dynamic height is computed by dividing the NAVD 88
 LH0729.geopotential number by the normal gravity value computed on the
 LH0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0729.degrees latitude (g = 980.6199 gals.).
 LH0729
 LH0729.The modeled gravity was interpolated from observed gravity values.
 LH0729
 LH0729;                    North         East    Units  Estimated Accuracy
 LH0729;SPC NE       -    34,670.      508,990.      MT  (+/- 180 meters Scaled)
 LH0729
 LH0729                          SUPERSEDED SURVEY CONTROL
 LH0729
 LH0729  NGVD 29 (??/??/92)  701.168  (m)         2300.42   (f) ADJ UNCH    1 2
 LH0729
 LH0729.Superseded values are not recommended for survey control.
 LH0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0729.See file dsdata.txt to determine how the superseded data were derived.
 LH0729
 LH0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK238442(NAD 83)
 LH0729_MARKER: DB = BENCH MARK DISK
 LH0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0729_STAMPING: C 25 1933
 LH0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0729+STABILITY: SURFACE MOTION
 LH0729
 LH0729  HISTORY     - Date     Condition        Report By
 LH0729  HISTORY     - 1933     MONUMENTED       CGS
 LH0729  HISTORY     - 1941     GOOD             NGS
 LH0729
 LH0729                          STATION DESCRIPTION
 LH0729
 LH0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0729'10.8 MI S FROM ARAPAHOE.
 LH0729'LOCATED 10.8 MILES SOUTH OF THE C.B. AND Q. RAILROAD STATION
 LH0729'AT ARAPAHOE, 35 FT. NORTH OF CENTER OF SECTION ROAD THAT
 LH0729'RUNS WEST, 30 FT. WEST OF CENTER OF HIGHWAY, 5 FT. NORTH OF
 LH0729'CORNER OF BARN YARD FENCE.  STANDARD TABLET SET IN TOP OF
 LH0729'CONCRETE POST 6 IN HIGH.
 LH0729
 LH0729                          STATION RECOVERY (1941)
 LH0729
 LH0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LH0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0730 ***********************************************************************
 LH0730  DESIGNATION -  C 25 RESET
 LH0730  PID         -  LH0730
 LH0730  STATE/COUNTY-  NE/FURNAS
 LH0730  USGS QUAD   -  HENDLEY (1958)
 LH0730
 LH0730                         *CURRENT SURVEY CONTROL
 LH0730  ___________________________________________________________________
 LH0730* NAD 83(1986)-  40 08 44.     (N)    099 53 40.     (W)     SCALED    
 LH0730* NAVD 88     -       701.229  (meters)    2300.62   (feet)  ADJUSTED  
 LH0730  ___________________________________________________________________
 LH0730  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 LH0730  DYNAMIC HT  -         700.780 (meters)    2299.14  (feet)  COMP
 LH0730  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 LH0730
 LH0730  VERT ORDER  -  FIRST     CLASS II
 LH0730
 LH0730.The horizontal coordinates were scaled from a topographic map and have
 LH0730.an estimated accuracy of +/- 6 seconds.
 LH0730
 LH0730.The orthometric height was determined by differential leveling
 LH0730.and adjusted by the National Geodetic Survey in June 1991..
 LH0730
 LH0730.The geoid height was determined by GEOID03.
 LH0730
 LH0730.The dynamic height is computed by dividing the NAVD 88
 LH0730.geopotential number by the normal gravity value computed on the
 LH0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0730.degrees latitude (g = 980.6199 gals.).
 LH0730
 LH0730.The modeled gravity was interpolated from observed gravity values.
 LH0730
 LH0730;                    North         East    Units  Estimated Accuracy
 LH0730;SPC NE       -    34,670.      508,990.      MT  (+/- 180 meters Scaled)
 LH0730
 LH0730                          SUPERSEDED SURVEY CONTROL
 LH0730
 LH0730  NGVD 29 (02/14/92)  700.946  (m)         2299.69   (f) ADJUSTED    1 2
 LH0730
 LH0730.Superseded values are not recommended for survey control.
 LH0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0730.See file dsdata.txt to determine how the superseded data were derived.
 LH0730
 LH0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK238442(NAD 83)
 LH0730_MARKER: DB = BENCH MARK DISK
 LH0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0730_SP_SET: CONCRETE POST
 LH0730_STAMPING: C 25 RESET 1953
 LH0730_MARK LOGO: CGS   
 LH0730_PROJECTION: PROJECTING 4 CENTIMETERS
 LH0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0730+STABILITY: SURFACE MOTION
 LH0730
 LH0730  HISTORY     - Date     Condition        Report By
 LH0730  HISTORY     - 1953     MONUMENTED       NEDR
 LH0730  HISTORY     - 1954     GOOD             NGS
 LH0730  HISTORY     - 1986     GOOD             NGS
 LH0730
 LH0730                          STATION DESCRIPTION
 LH0730
 LH0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LH0730'10.8 MI S FROM ARAPAHOE.
 LH0730'10.8 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THE CHICAGO,
 LH0730'BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE, 30 FEET
 LH0730'NORTH OF THE CENTERLINE OF A SECTION-LINE ROAD LEADING WEST,
 LH0730'58 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 10 FEET
 LH0730'WEST OF THE CORNER OF A BARNYARD FENCE.  A STANDARD DISK,
 LH0730'STAMPED C 25 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST
 LH0730'PROJECTING 4 INCHES ABOVE GROUND.
 LH0730
 LH0730                          STATION RECOVERY (1986)
 LH0730
 LH0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0730'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.0 KM (11.25
 LH0730'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0730'34 AT ARAPAHOE, AT THE T JUNCTION OF A DIRT ROAD LEADING EAST, 67.5
 LH0730'METERS (221.5 FT) SOUTHWEST ACROSS THE HIGHWAY FROM MILEPOST 10,
 LH0730'17.2 METERS (56.5 FT) WEST OF THE HIGHWAY CENTERLINE, 7.6 METERS (25
 LH0730'FT) NORTH OF THE EXTENDED CENTER OF THE DIRT ROAD AND 0.3 METER (10
 LH0730'FT) WEST OF THE RIGHT OF WAY FENCE.
 LH0730'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0730'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0030 ***********************************************************************
 LH0030  DESIGNATION -  C 250
 LH0030  PID         -  LH0030
 LH0030  STATE/COUNTY-  NE/ADAMS
 LH0030  USGS QUAD   -  TRUMBULL (1969)
 LH0030
 LH0030                         *CURRENT SURVEY CONTROL
 LH0030  ___________________________________________________________________
 LH0030* NAD 83(1986)-  40 39 18.     (N)    098 22 28.     (W)     SCALED    
 LH0030* NAVD 88     -       587.565  (meters)    1927.70   (feet)  ADJUSTED  
 LH0030  ___________________________________________________________________
 LH0030  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 LH0030  DYNAMIC HT  -         587.241 (meters)    1926.64  (feet)  COMP
 LH0030  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 LH0030
 LH0030  VERT ORDER  -  FIRST     CLASS II
 LH0030
 LH0030.The horizontal coordinates were scaled from a topographic map and have
 LH0030.an estimated accuracy of +/- 6 seconds.
 LH0030
 LH0030.The orthometric height was determined by differential leveling
 LH0030.and adjusted by the National Geodetic Survey in June 1991..
 LH0030
 LH0030.The geoid height was determined by GEOID03.
 LH0030
 LH0030.The dynamic height is computed by dividing the NAVD 88
 LH0030.geopotential number by the normal gravity value computed on the
 LH0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0030.degrees latitude (g = 980.6199 gals.).
 LH0030
 LH0030.The modeled gravity was interpolated from observed gravity values.
 LH0030
 LH0030;                    North         East    Units  Estimated Accuracy
 LH0030;SPC NE       -    92,520.      637,440.      MT  (+/- 180 meters Scaled)
 LH0030
 LH0030                          SUPERSEDED SURVEY CONTROL
 LH0030
 LH0030  NGVD 29 (02/14/92)  587.314  (m)         1926.88   (f) ADJUSTED    1 2
 LH0030
 LH0030.Superseded values are not recommended for survey control.
 LH0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0030.See file dsdata.txt to determine how the superseded data were derived.
 LH0030
 LH0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL528006(NAD 83)
 LH0030_MARKER: DB = BENCH MARK DISK
 LH0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0030_SP_SET: CONCRETE POST
 LH0030_STAMPING: C 250 1947
 LH0030_MARK LOGO: CGS   
 LH0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0030+STABILITY: SURFACE MOTION
 LH0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0030+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH0030
 LH0030  HISTORY     - Date     Condition        Report By
 LH0030  HISTORY     - 1947     MONUMENTED       CGS
 LH0030  HISTORY     - 19910925 GOOD             NGS
 LH0030  HISTORY     - 20010810 GOOD             NEDR
 LH0030
 LH0030                          STATION DESCRIPTION
 LH0030
 LH0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0030'2.8 MI S FROM HANSEN.
 LH0030'2.8 MILES SOUTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0030'AT HANSEN, AT A ROAD CROSSING, 116.0 FEET NORTH OF A POINT IN
 LH0030'LINE WITH THE NORTH ROW OF A DOUBLE ROW OF TRANSMISSION LINE
 LH0030'POLES, 84.5 FEET NORTHWEST OF THE SIXTH POLE NORTH OF MILEPOST
 LH0030'232, 74.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 45.5 FEET
 LH0030'WEST OF THE WEST RAIL, 3.0 FEET SOUTH OF A REFERENCE POST, 1.0
 LH0030'FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND
 LH0030'PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.
 LH0030
 LH0030                          STATION RECOVERY (1991)
 LH0030
 LH0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0030'5.9 KM (3.65 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0030'OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.7 KM (0.45 MI)
 LH0030'EASTERLY ALONG A GRAVELED ROAD, 22.6 M (74.1 FT) NORTH OF THE CENTER
 LH0030'OF THE ROAD, 13.8 M (45.3 FT) WEST OF THE NEAR RAIL OF THE UNION
 LH0030'PACIFIC RAILROAD, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0
 LH0030'FT) EAST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK, AND
 LH0030'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH0030
 LH0030                          STATION RECOVERY (2001)
 LH0030
 LH0030'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0030'RECOVERED IN GOOD CONDITION.  NOTE-FROM THE CROSSROADS OF ADAMS/HALL
 LH0030'COUNTY LINE AND HIGHWAY 281 PROCEED SOUTH DOWN HIGHWAY 281 3.0 MILES
 LH0030'(4.8 KM) TO A CROSSROADS.  0.45 MILES (0.72 KM) TO THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0203 ***********************************************************************
 LH0203  DESIGNATION -  C 251
 LH0203  PID         -  LH0203
 LH0203  STATE/COUNTY-  NE/NUCKOLLS
 LH0203  USGS QUAD   -  SUPERIOR (1983)
 LH0203
 LH0203                         *CURRENT SURVEY CONTROL
 LH0203  ___________________________________________________________________
 LH0203* NAD 83(1986)-  40 01 22.     (N)    098 06 00.     (W)     SCALED    
 LH0203* NAVD 88     -       480.570  (meters)    1576.67   (feet)  ADJUSTED  
 LH0203  ___________________________________________________________________
 LH0203  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 LH0203  DYNAMIC HT  -         480.288 (meters)    1575.74  (feet)  COMP
 LH0203  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 LH0203
 LH0203  VERT ORDER  -  FIRST     CLASS II
 LH0203
 LH0203.The horizontal coordinates were scaled from a topographic map and have
 LH0203.an estimated accuracy of +/- 6 seconds.
 LH0203
 LH0203.The orthometric height was determined by differential leveling
 LH0203.and adjusted by the National Geodetic Survey in June 1991..
 LH0203
 LH0203.The geoid height was determined by GEOID03.
 LH0203
 LH0203.The dynamic height is computed by dividing the NAVD 88
 LH0203.geopotential number by the normal gravity value computed on the
 LH0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0203.degrees latitude (g = 980.6199 gals.).
 LH0203
 LH0203.The modeled gravity was interpolated from observed gravity values.
 LH0203
 LH0203;                    North         East    Units  Estimated Accuracy
 LH0203;SPC NE       -    22,820.      662,180.      MT  (+/- 180 meters Scaled)
 LH0203
 LH0203                          SUPERSEDED SURVEY CONTROL
 LH0203
 LH0203  NGVD 29 (??/??/92)  480.392  (m)         1576.09   (f) ADJ UNCH    1 2
 LH0203
 LH0203.Superseded values are not recommended for survey control.
 LH0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0203.See file dsdata.txt to determine how the superseded data were derived.
 LH0203
 LH0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK767306(NAD 83)
 LH0203_MARKER: DB = BENCH MARK DISK
 LH0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0203_SP_SET: CULVERT
 LH0203_STAMPING: C 251 1947
 LH0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0203
 LH0203  HISTORY     - Date     Condition        Report By
 LH0203  HISTORY     - 1947     MONUMENTED       CGS
 LH0203
 LH0203                          STATION DESCRIPTION
 LH0203
 LH0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0203'1.5 MI W FROM SUPERIOR.
 LH0203'1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0203'FROM THE STATION AT SUPERIOR, 8 RAILS WEST OF MILEPOST 172, SET
 LH0203'IN THE WEST CORNER OF THE NORTH HEADWALL OF A 6 FT X 8 FT
 LH0203'CONCRETE CULVERT, ABOUT 0.15 MILE EAST OF A CEMENT PLANT, 12.2
 LH0203'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 2.3 FEET EAST
 LH0203'OF THE WEST END OF THE HEADWALL, 0.6 FOOT SOUTH OF THE NORTH
 LH0203'EDGE OF THE HEADWALL, ABOUT 2.0 FEET LOWER THAN THE TRACK, SET
 LH0203'IN THE TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0286 ***********************************************************************
 LH0286  DESIGNATION -  C 252
 LH0286  PID         -  LH0286
 LH0286  STATE/COUNTY-  NE/ADAMS
 LH0286  USGS QUAD   -  AYR (1969)
 LH0286
 LH0286                         *CURRENT SURVEY CONTROL
 LH0286  ___________________________________________________________________
 LH0286* NAD 83(1986)-  40 29 42.     (N)    098 25 49.     (W)     SCALED    
 LH0286* NAVD 88     -       560.686  (meters)    1839.52   (feet)  ADJUSTED  
 LH0286  ___________________________________________________________________
 LH0286  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 LH0286  DYNAMIC HT  -         560.367 (meters)    1838.47  (feet)  COMP
 LH0286  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 LH0286
 LH0286  VERT ORDER  -  FIRST     CLASS II
 LH0286
 LH0286.The horizontal coordinates were scaled from a topographic map and have
 LH0286.an estimated accuracy of +/- 6 seconds.
 LH0286
 LH0286.The orthometric height was determined by differential leveling
 LH0286.and adjusted by the National Geodetic Survey in June 1991..
 LH0286
 LH0286.The geoid height was determined by GEOID03.
 LH0286
 LH0286.The dynamic height is computed by dividing the NAVD 88
 LH0286.geopotential number by the normal gravity value computed on the
 LH0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0286.degrees latitude (g = 980.6199 gals.).
 LH0286
 LH0286.The modeled gravity was interpolated from observed gravity values.
 LH0286
 LH0286;                    North         East    Units  Estimated Accuracy
 LH0286;SPC NE       -    74,670.      633,040.      MT  (+/- 180 meters Scaled)
 LH0286
 LH0286                          SUPERSEDED SURVEY CONTROL
 LH0286
 LH0286  NGVD 29 (??/??/92)  560.457  (m)         1838.77   (f) ADJ UNCH    1 2
 LH0286
 LH0286.Superseded values are not recommended for survey control.
 LH0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0286.See file dsdata.txt to determine how the superseded data were derived.
 LH0286
 LH0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK482828(NAD 83)
 LH0286_MARKER: DB = BENCH MARK DISK
 LH0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0286_STAMPING: C 252 1947
 LH0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0286+STABILITY: SURFACE MOTION
 LH0286
 LH0286  HISTORY     - Date     Condition        Report By
 LH0286  HISTORY     - 1947     MONUMENTED       CGS
 LH0286
 LH0286                          STATION DESCRIPTION
 LH0286
 LH0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0286'4.5 MI N FROM AYR.
 LH0286'4.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0286'FROM THE STATION AT AYR, ABOUT 0.1 MILE SOUTH OF MILEPOST 7,
 LH0286'IN THE SOUTHWEST QUARTER OF A ROAD CROSSING, 100.2 FEET WEST OF
 LH0286'THE WEST RAIL OF THE TRACK, 52.0 FEET SOUTH OF THE CENTER LINE
 LH0286'OF THE ROAD, 2.0 FEET EAST OF A FENCE, 1.0 FOOT NORTH OF A
 LH0286'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0286'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0760 ***********************************************************************
 MJ0760  DESIGNATION -  C 253
 MJ0760  PID         -  MJ0760
 MJ0760  STATE/COUNTY-  NE/DOUGLAS
 MJ0760  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0760
 MJ0760                         *CURRENT SURVEY CONTROL
 MJ0760  ___________________________________________________________________
 MJ0760* NAD 83(1986)-  41 21 59.     (N)    095 57 25.     (W)     SCALED    
 MJ0760* NAVD 88     -       304.188  (meters)     997.99   (feet)  ADJUSTED  
 MJ0760  ___________________________________________________________________
 MJ0760  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 MJ0760  DYNAMIC HT  -         304.053 (meters)     997.55  (feet)  COMP
 MJ0760  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 MJ0760
 MJ0760  VERT ORDER  -  SECOND    CLASS 0
 MJ0760
 MJ0760.The horizontal coordinates were scaled from a topographic map and have
 MJ0760.an estimated accuracy of +/- 6 seconds.
 MJ0760
 MJ0760.The orthometric height was determined by differential leveling
 MJ0760.and adjusted by the National Geodetic Survey in June 1991..
 MJ0760
 MJ0760.The geoid height was determined by GEOID03.
 MJ0760
 MJ0760.The dynamic height is computed by dividing the NAVD 88
 MJ0760.geopotential number by the normal gravity value computed on the
 MJ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0760.degrees latitude (g = 980.6199 gals.).
 MJ0760
 MJ0760.The modeled gravity was interpolated from observed gravity values.
 MJ0760
 MJ0760;                    North         East    Units  Estimated Accuracy
 MJ0760;SPC NE       -   178,110.      838,040.      MT  (+/- 180 meters Scaled)
 MJ0760
 MJ0760                          SUPERSEDED SURVEY CONTROL
 MJ0760
 MJ0760  NGVD 29 (??/??/92)  304.053  (m)          997.55   (f) ADJ UNCH    2 0
 MJ0760
 MJ0760.Superseded values are not recommended for survey control.
 MJ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0760.See file dsdata.txt to determine how the superseded data were derived.
 MJ0760
 MJ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF526836(NAD 83)
 MJ0760_MARKER: DB = BENCH MARK DISK
 MJ0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0760_STAMPING: C 253 1947
 MJ0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0760+STABILITY: SURFACE MOTION
 MJ0760
 MJ0760  HISTORY     - Date     Condition        Report By
 MJ0760  HISTORY     - 1947     MONUMENTED       CGS
 MJ0760  HISTORY     - 1973     GOOD             NGS
 MJ0760
 MJ0760                          STATION DESCRIPTION
 MJ0760
 MJ0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0760'8.3 MI N FROM OMAHA.
 MJ0760'FROM THE DOUGLAS COUNTY COURT HOUSE AT OMAHA GO 1 BLOCK WEST
 MJ0760'ALONG FARNAM STREET TO 19TH STREET, THENCE 4.9 MILES NORTH ALONG
 MJ0760'19TH STREET (CHANGES TO FLORENCE BOULEVARD A FEW BLOCKS NORTH
 MJ0760'OF FARNAM STREET), THENCE 3.4 MILES NORTH ALONG JOHN J. PERSHING
 MJ0760'DRIVE (ALSO KNOWN AS RIVER DRIVE) TO THE SITE OF THE BENCH MARK.
 MJ0760'THE MARK IS AT THE MAIN ENTRANCE ON THE EAST SIDE OF HUMMEL
 MJ0760'PARK, 63 FEET WEST OF THE CENTER LINE OF JOHN J. PERSHING DRIVE,
 MJ0760'30 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF A GRAVELED
 MJ0760'ROAD LEADING WEST INTO THE PARK, AND 5 FEET SOUTHWEST OF THE
 MJ0760'SOUTHWEST END OF A STONE MONUMENT WITH THE INSCRIPTION HUMMEL
 MJ0760'PARK.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND
 MJ0760'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 MJ0760
 MJ0760                          STATION RECOVERY (1973)
 MJ0760
 MJ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MJ0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0751 ***********************************************************************
 MJ0751  DESIGNATION -  C 254 RESET
 MJ0751  PID         -  MJ0751
 MJ0751  STATE/COUNTY-  NE/DOUGLAS
 MJ0751  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0751
 MJ0751                         *CURRENT SURVEY CONTROL
 MJ0751  ___________________________________________________________________
 MJ0751* NAD 83(1986)-  41 17 58.     (N)    095 59 42.     (W)     SCALED    
 MJ0751* NAVD 88     -       379.91   (meters)    1246.4    (feet)  RESET     
 MJ0751  ___________________________________________________________________
 MJ0751  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MJ0751
 MJ0751  VERT ORDER  -  THIRD
 MJ0751
 MJ0751.The horizontal coordinates were scaled from a topographic map and have
 MJ0751.an estimated accuracy of +/- 6 seconds.
 MJ0751
 MJ0751.The orthometric height was computed from unverified reset data.
 MJ0751
 MJ0751.The geoid height was determined by GEOID03.
 MJ0751
 MJ0751;                    North         East    Units  Estimated Accuracy
 MJ0751;SPC NE       -   170,540.      835,200.      MT  (+/- 180 meters Scaled)
 MJ0751
 MJ0751                          SUPERSEDED SURVEY CONTROL
 MJ0751
 MJ0751.No superseded survey control is available for this station.
 MJ0751
 MJ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF492763(NAD 83)
 MJ0751_MARKER: DB = BENCH MARK DISK
 MJ0751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0751_SP_SET: CURB
 MJ0751_STAMPING: C 254 RESET 1966
 MJ0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0751
 MJ0751  HISTORY     - Date     Condition        Report By
 MJ0751  HISTORY     - 1966     MONUMENTED       CGS
 MJ0751
 MJ0751                          STATION DESCRIPTION
 MJ0751
 MJ0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MJ0751'AT OMAHA.
 MJ0751'AT OMAHA, 600 FEET SOUTHEAST OF THE INTERSECTION OF AMES AVENUE
 MJ0751'AND 52ND STREET, AT THE OMAHA HOME FOR BOYS, ABOUT 300 FEET EAST
 MJ0751'OF THE MAIN ENTRANCE ON 52ND STREET, 94 FEET SOUTHWEST OF THE
 MJ0751'SOUTHWEST CORNER OF THE MARY O. AND JOHN S. HERD BUILDING, 24
 MJ0751'FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 13 FEET EAST-SOUTHEAST
 MJ0751'OF CENTERLINE OF A DRIVEWAY AND IS CEMENTED IN A DRILL HOLE IN THE
 MJ0751'TOP OF A CURB ABOUT 6 INCHES HIGHER THAN THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0895 ***********************************************************************
 MJ0895  DESIGNATION -  C 255
 MJ0895  PID         -  MJ0895
 MJ0895  STATE/COUNTY-  NE/DOUGLAS
 MJ0895  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0895
 MJ0895                         *CURRENT SURVEY CONTROL
 MJ0895  ___________________________________________________________________
 MJ0895* NAD 83(1986)-  41 16 18.     (N)    095 56 54.     (W)     SCALED    
 MJ0895* NAVD 88     -       320.358  (meters)    1051.04   (feet)  ADJUSTED  
 MJ0895  ___________________________________________________________________
 MJ0895  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 MJ0895  DYNAMIC HT  -         320.223 (meters)    1050.60  (feet)  COMP
 MJ0895  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 MJ0895
 MJ0895  VERT ORDER  -  FIRST     CLASS II
 MJ0895
 MJ0895.The horizontal coordinates were scaled from a topographic map and have
 MJ0895.an estimated accuracy of +/- 6 seconds.
 MJ0895
 MJ0895.The orthometric height was determined by differential leveling
 MJ0895.and adjusted by the National Geodetic Survey in June 1991..
 MJ0895
 MJ0895.The geoid height was determined by GEOID03.
 MJ0895
 MJ0895.The dynamic height is computed by dividing the NAVD 88
 MJ0895.geopotential number by the normal gravity value computed on the
 MJ0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0895.degrees latitude (g = 980.6199 gals.).
 MJ0895
 MJ0895.The modeled gravity was interpolated from observed gravity values.
 MJ0895
 MJ0895;                    North         East    Units  Estimated Accuracy
 MJ0895;SPC NE       -   167,640.      839,250.      MT  (+/- 180 meters Scaled)
 MJ0895
 MJ0895                          SUPERSEDED SURVEY CONTROL
 MJ0895
 MJ0895  NGVD 29 (??/??/92)  320.236  (m)         1050.64   (f) ADJ UNCH    1 2
 MJ0895
 MJ0895.Superseded values are not recommended for survey control.
 MJ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0895.See file dsdata.txt to determine how the superseded data were derived.
 MJ0895
 MJ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF530731(NAD 83)
 MJ0895_MARKER: DB = BENCH MARK DISK
 MJ0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0895_SP_SET: CONCRETE POST
 MJ0895_STAMPING: C 255 1947
 MJ0895_MARK LOGO: CGS   
 MJ0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0895+STABILITY: SURFACE MOTION
 MJ0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0895+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1989
 MJ0895
 MJ0895  HISTORY     - Date     Condition        Report By
 MJ0895  HISTORY     - 1947     MONUMENTED       CGS
 MJ0895  HISTORY     - 1976     GOOD             LOCSUR
 MJ0895  HISTORY     - 19890808 GOOD             NGS
 MJ0895
 MJ0895                          STATION DESCRIPTION
 MJ0895
 MJ0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0895'AT OMAHA.
 MJ0895'AT OMAHA, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF NORTH 25TH
 MJ0895'STREET AND HAMILTON STREET, 17.7 FEET NORTH OF THE CENTER OF THE
 MJ0895'MAIN (25TH STREET) ENTRANCE TO THE PILGRIM BAPTIST CHURCH, 17.2
 MJ0895'FEET SOUTH OF THE SOUTH EDGE OF THE SOUTH CURB OF HAMILTON STREET,
 MJ0895'12.5 FEET WEST OF THE WEST EDGE OF THE WEST CURB OF NORTH 25TH
 MJ0895'STREET, 11.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH
 MJ0895'BUILDING, 9.3 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 MJ0895'CHURCH YARD, 5.0 FEET NORTHEAST OF THE CENTER OF THE NORTHEAST
 MJ0895'SIDE OF THE CONCRETE BASE FOR THE OUTDOOR CHURCH DIRECTORY,
 MJ0895'SET IN A CONCRETE POST 0.3 FOOT UNDERGROUND.
 MJ0895
 MJ0895                          STATION RECOVERY (1976)
 MJ0895
 MJ0895'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0895'RECOVERED IN GOOD CONDITION.
 MJ0895
 MJ0895                          STATION RECOVERY (1989)
 MJ0895
 MJ0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0895'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, CHANGE--0.3
 MJ0895'FOOT UNDERGROUND, TO 0.15 M (0.5 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1020 ***********************************************************************
 LF1020  DESIGNATION -  C 256
 LF1020  PID         -  LF1020
 LF1020  STATE/COUNTY-  NE/CASS
 LF1020  USGS QUAD   -  MURRAY (1984)
 LF1020
 LF1020                         *CURRENT SURVEY CONTROL
 LF1020  ___________________________________________________________________
 LF1020* NAD 83(1986)-  40 59 55.     (N)    095 53 00.     (W)     SCALED    
 LF1020* NAVD 88     -       314.904  (meters)    1033.15   (feet)  ADJUSTED  
 LF1020  ___________________________________________________________________
 LF1020  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 LF1020  DYNAMIC HT  -         314.771 (meters)    1032.71  (feet)  COMP
 LF1020  MODELED GRAV-     980,190.8   (mgal)                       NAVD 88
 LF1020
 LF1020  VERT ORDER  -  SECOND    CLASS 0
 LF1020
 LF1020.The horizontal coordinates were scaled from a topographic map and have
 LF1020.an estimated accuracy of +/- 6 seconds.
 LF1020
 LF1020.The orthometric height was determined by differential leveling
 LF1020.and adjusted by the National Geodetic Survey in June 1991..
 LF1020
 LF1020.The geoid height was determined by GEOID03.
 LF1020
 LF1020.The dynamic height is computed by dividing the NAVD 88
 LF1020.geopotential number by the normal gravity value computed on the
 LF1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1020.degrees latitude (g = 980.6199 gals.).
 LF1020
 LF1020.The modeled gravity was interpolated from observed gravity values.
 LF1020
 LF1020;                    North         East    Units  Estimated Accuracy
 LF1020;SPC NE       -   137,620.      846,130.      MT  (+/- 180 meters Scaled)
 LF1020
 LF1020                          SUPERSEDED SURVEY CONTROL
 LF1020
 LF1020  NGVD 29 (??/??/92)  314.805  (m)         1032.82   (f) ADJ UNCH    2 0
 LF1020
 LF1020.Superseded values are not recommended for survey control.
 LF1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1020.See file dsdata.txt to determine how the superseded data were derived.
 LF1020
 LF1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF574426(NAD 83)
 LF1020_MARKER: DB = BENCH MARK DISK
 LF1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1020_STAMPING: C 256 1947
 LF1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1020+STABILITY: SURFACE MOTION
 LF1020
 LF1020  HISTORY     - Date     Condition        Report By
 LF1020  HISTORY     - 1947     MONUMENTED       CGS
 LF1020
 LF1020                          STATION DESCRIPTION
 LF1020
 LF1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1020'1.2 MI S FROM PLATTSMOUTH.
 LF1020'2 BLOCKS WEST ALONG MAIN STREET FROM THE COURTHOUSE AT PLATTSMOUTH,
 LF1020'THENCE 0.5 MILE SOUTH ALONG A PAVED STREET, THENCE 0.4 MILE SOUTH
 LF1020'ALONG A GRADED DIRT STREET, THENCE 0.2 MILE EAST ALONG A GRADED
 LF1020'DIRT STREET, THENCE 0.05 MILE SOUTHEAST ALONG A GRADED DIRT
 LF1020'STREET, 58.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE
 LF1020'OWNED AND OCCUPIED BY FRANK MC CORMICK, 40.0 FEET NORTHEAST
 LF1020'OF THE CENTER LINE OF THE STREET (ROCKBUFF AVENUE), 13.3 FEET
 LF1020'NORTHWEST OF A FORKED 14 INCH MAPLE TREE, 11.4 FEET EAST OF A
 LF1020'FENCE CORNER, 2.0 FEET EAST OF A 4 X 4 MARKER POST, 0.5 FOOT
 LF1020'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 LF1020'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1048 ***********************************************************************
 LF1048  DESIGNATION -  C 257
 LF1048  PID         -  LF1048
 LF1048  STATE/COUNTY-  NE/CASS
 LF1048  USGS QUAD   -  NEHAWKA (1966)
 LF1048
 LF1048                         *CURRENT SURVEY CONTROL
 LF1048  ___________________________________________________________________
 LF1048* NAD 83(1986)-  40 48 02.     (N)    095 53 32.     (W)     SCALED    
 LF1048* NAVD 88     -       291.560  (meters)     956.56   (feet)  ADJUSTED  
 LF1048  ___________________________________________________________________
 LF1048  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 LF1048  DYNAMIC HT  -         291.418 (meters)     956.09  (feet)  COMP
 LF1048  MODELED GRAV-     980,130.6   (mgal)                       NAVD 88
 LF1048
 LF1048  VERT ORDER  -  SECOND    CLASS 0
 LF1048
 LF1048.The horizontal coordinates were scaled from a topographic map and have
 LF1048.an estimated accuracy of +/- 6 seconds.
 LF1048
 LF1048.The orthometric height was determined by differential leveling
 LF1048.and adjusted by the National Geodetic Survey in June 1991..
 LF1048
 LF1048.The geoid height was determined by GEOID03.
 LF1048
 LF1048.The dynamic height is computed by dividing the NAVD 88
 LF1048.geopotential number by the normal gravity value computed on the
 LF1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1048.degrees latitude (g = 980.6199 gals.).
 LF1048
 LF1048.The modeled gravity was interpolated from observed gravity values.
 LF1048
 LF1048;                    North         East    Units  Estimated Accuracy
 LF1048;SPC NE       -   115,620.      846,430.      MT  (+/- 180 meters Scaled)
 LF1048
 LF1048                          SUPERSEDED SURVEY CONTROL
 LF1048
 LF1048  NGVD 29 (??/??/92)  291.455  (m)          956.22   (f) ADJ UNCH    2 0
 LF1048
 LF1048.Superseded values are not recommended for survey control.
 LF1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1048.See file dsdata.txt to determine how the superseded data were derived.
 LF1048
 LF1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF560206(NAD 83)
 LF1048_MARKER: DB = BENCH MARK DISK
 LF1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1048_STAMPING: C 257 1947
 LF1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1048+STABILITY: SURFACE MOTION
 LF1048
 LF1048  HISTORY     - Date     Condition        Report By
 LF1048  HISTORY     - 1947     MONUMENTED       CGS
 LF1048
 LF1048                          STATION DESCRIPTION
 LF1048
 LF1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1048'2.6 MI SE FROM UNION.
 LF1048'0.7 MILE EAST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1048'RAILWAY STATION AT UNION, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LF1048'ROAD, THENCE 0.9 MILE SOUTH ALONG A GRADED DIRT ROAD, 103.0
 LF1048'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WINDMILL STAND,
 LF1048'84.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A FARMHOUSE OWNED
 LF1048'AND OCCUPIED BY ARNOLD FAHRLANDER, 74.0 FEET NORTH OF THE
 LF1048'CENTER LINE OF THE ROAD LEADING EAST, 47.0 FEET NORTH OF A 5
 LF1048'FOOT COTTONWOOD TREE, 41.0 FEET EAST OF AND 2.0 FEET HIGHER THAN
 LF1048'THE CENTER LINE OF THE NORTH-SOUTH ROAD, SET IN BETWEEN TWO 14
 LF1048'INCH WALNUT TREES, 8.3 FEET NORTHEAST OF ONE OF THE TREES AND
 LF1048'8.3 FEET SOUTHWEST OF THE OTHER TREE, SET IN THE TOP OF A CONCRETE
 LF1048'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1057 ***********************************************************************
 LF1057  DESIGNATION -  C 258
 LF1057  PID         -  LF1057
 LF1057  STATE/COUNTY-  NE/OTOE
 LF1057  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1057
 LF1057                         *CURRENT SURVEY CONTROL
 LF1057  ___________________________________________________________________
 LF1057* NAD 83(1986)-  40 41 50.     (N)    095 53 33.     (W)     SCALED    
 LF1057* NAVD 88     -       330.828  (meters)    1085.39   (feet)  ADJUSTED  
 LF1057  ___________________________________________________________________
 LF1057  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 LF1057  DYNAMIC HT  -         330.655 (meters)    1084.82  (feet)  COMP
 LF1057  MODELED GRAV-     980,094.8   (mgal)                       NAVD 88
 LF1057
 LF1057  VERT ORDER  -  SECOND    CLASS 0
 LF1057
 LF1057.The horizontal coordinates were scaled from a topographic map and have
 LF1057.an estimated accuracy of +/- 6 seconds.
 LF1057
 LF1057.The orthometric height was determined by differential leveling
 LF1057.and adjusted by the National Geodetic Survey in June 1991..
 LF1057
 LF1057.The geoid height was determined by GEOID03.
 LF1057
 LF1057.The dynamic height is computed by dividing the NAVD 88
 LF1057.geopotential number by the normal gravity value computed on the
 LF1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1057.degrees latitude (g = 980.6199 gals.).
 LF1057
 LF1057.The modeled gravity was interpolated from observed gravity values.
 LF1057
 LF1057;                    North         East    Units  Estimated Accuracy
 LF1057;SPC NE       -   104,160.      846,950.      MT  (+/- 180 meters Scaled)
 LF1057
 LF1057                          SUPERSEDED SURVEY CONTROL
 LF1057
 LF1057  NGVD 29 (??/??/92)  330.711  (m)         1085.01   (f) ADJ UNCH    2 0
 LF1057
 LF1057.Superseded values are not recommended for survey control.
 LF1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1057.See file dsdata.txt to determine how the superseded data were derived.
 LF1057
 LF1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF556091(NAD 83)
 LF1057_MARKER: DB = BENCH MARK DISK
 LF1057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF1057_SP_SET: BUILDING
 LF1057_STAMPING: C 258 1947
 LF1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1057
 LF1057  HISTORY     - Date     Condition        Report By
 LF1057  HISTORY     - 1947     MONUMENTED       CGS
 LF1057  HISTORY     - 1961     GOOD             NGS
 LF1057  HISTORY     - 1984     MARK NOT FOUND   NGS
 LF1057
 LF1057                          STATION DESCRIPTION
 LF1057
 LF1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LF1057'3 MI NW FROM NEBRASKA CITY.
 LF1057'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 73 AND 75 FROM THE
 LF1057'COURT HOUSE AT NEBRASKA CITY, AT A ROAD JUNCTION, 123.0 FEET
 LF1057'NORTH OF CENTER LINE OF HIGHWAY, 54.0 FEET WEST OF AND 2.0
 LF1057'FEET HIGHER THAN THE CENTER OF A GRAVEL ROAD, 26.8 FEET
 LF1057'NORTHWEST OF A TELEPHONE POLE, 12.4 FEET NORTH OF THE NORTHEAST
 LF1057'CORNER OF BUILDING AT KIMMEL ORCHARD, 2.0 FEET SOUTH OF A
 LF1057'METAL WITNESS POST WITH SIGN.
 LF1057
 LF1057                          STATION RECOVERY (1984)
 LF1057
 LF1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0412 ***********************************************************************
 MK0412  DESIGNATION -  C 259
 MK0412  PID         -  MK0412
 MK0412  STATE/COUNTY-  NE/WASHINGTON
 MK0412  USGS QUAD   -  NICKERSON NE (1970)
 MK0412
 MK0412                         *CURRENT SURVEY CONTROL
 MK0412  ___________________________________________________________________
 MK0412* NAD 83(1986)-  41 39 16.     (N)    096 18 33.     (W)     SCALED    
 MK0412* NAVD 88     -       381.460  (meters)    1251.51   (feet)  ADJUSTED  
 MK0412  ___________________________________________________________________
 MK0412  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 MK0412  DYNAMIC HT  -         381.298 (meters)    1250.98  (feet)  COMP
 MK0412  MODELED GRAV-     980,187.1   (mgal)                       NAVD 88
 MK0412
 MK0412  VERT ORDER  -  SECOND    CLASS 0
 MK0412
 MK0412.The horizontal coordinates were scaled from a topographic map and have
 MK0412.an estimated accuracy of +/- 6 seconds.
 MK0412
 MK0412.The orthometric height was determined by differential leveling
 MK0412.and adjusted by the National Geodetic Survey in June 1991..
 MK0412
 MK0412.The geoid height was determined by GEOID03.
 MK0412
 MK0412.The dynamic height is computed by dividing the NAVD 88
 MK0412.geopotential number by the normal gravity value computed on the
 MK0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0412.degrees latitude (g = 980.6199 gals.).
 MK0412
 MK0412.The modeled gravity was interpolated from observed gravity values.
 MK0412
 MK0412;                    North         East    Units  Estimated Accuracy
 MK0412;SPC NE       -   208,750.      807,240.      MT  (+/- 180 meters Scaled)
 MK0412
 MK0412                          SUPERSEDED SURVEY CONTROL
 MK0412
 MK0412  NGVD 29 (??/??/92)  381.312  (m)         1251.02   (f) ADJ UNCH    2 0
 MK0412
 MK0412.Superseded values are not recommended for survey control.
 MK0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0412.See file dsdata.txt to determine how the superseded data were derived.
 MK0412
 MK0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM240149(NAD 83)
 MK0412_MARKER: DB = BENCH MARK DISK
 MK0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0412_STAMPING: C 259 1947
 MK0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0412+STABILITY: SURFACE MOTION
 MK0412
 MK0412  HISTORY     - Date     Condition        Report By
 MK0412  HISTORY     - 1947     MONUMENTED       CGS
 MK0412  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0412
 MK0412                          STATION DESCRIPTION
 MK0412
 MK0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0412'3.2 MI N FROM SPIKER.
 MK0412'3.25 MILES NORTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0412'SPIKER, IN THE NORTHWEST ANGLE OF A CROSS ROAD, 51.0 FEET NORTH
 MK0412'OF THE CENTER OF THE EAST-WEST CROSS ROAD, 34.0 FEET WEST OF THE
 MK0412'CENTER OF THE HIGHWAY, 32.5 FEET NORTH OF A FENCE CORNER POST,
 MK0412'30.0 FEET NORTH OF A GUY WIRE BRACED POWER LINE POLE WHICH IS AT
 MK0412'A POWER LINE JUNCTION, 1.5 FOOT SOUTH OF A REFERENCE POST, 0.7
 MK0412'FOOT EAST OF THE WEST RIGHT OF WAY FENCE, SET IN A CONCRETE
 MK0412'POST ABOUT 2 FEET BELOW THE HIGHWAY AND PROJECTING 0.1 FOOT.
 MK0412
 MK0412                          STATION RECOVERY (1965)
 MK0412
 MK0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0069 ***********************************************************************
 LJ0069  DESIGNATION -  C 26
 LJ0069  PID         -  LJ0069
 LJ0069  STATE/COUNTY-  NE/HITCHCOCK
 LJ0069  USGS QUAD   -  CULBERTSON (1970)
 LJ0069
 LJ0069                         *CURRENT SURVEY CONTROL
 LJ0069  ___________________________________________________________________
 LJ0069* NAD 83(1986)-  40 13 20.     (N)    100 45 58.     (W)     SCALED    
 LJ0069* NAVD 88     -       774.194  (meters)    2540.00   (feet)  ADJUSTED  
 LJ0069  ___________________________________________________________________
 LJ0069  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 LJ0069  DYNAMIC HT  -         773.673 (meters)    2538.29  (feet)  COMP
 LJ0069  MODELED GRAV-     979,926.3   (mgal)                       NAVD 88
 LJ0069
 LJ0069  VERT ORDER  -  FIRST     CLASS II
 LJ0069
 LJ0069.The horizontal coordinates were scaled from a topographic map and have
 LJ0069.an estimated accuracy of +/- 6 seconds.
 LJ0069
 LJ0069.The orthometric height was determined by differential leveling
 LJ0069.and adjusted by the National Geodetic Survey in June 1991..
 LJ0069
 LJ0069.The geoid height was determined by GEOID03.
 LJ0069
 LJ0069.The dynamic height is computed by dividing the NAVD 88
 LJ0069.geopotential number by the normal gravity value computed on the
 LJ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0069.degrees latitude (g = 980.6199 gals.).
 LJ0069
 LJ0069.The modeled gravity was interpolated from observed gravity values.
 LJ0069
 LJ0069;                    North         East    Units  Estimated Accuracy
 LJ0069;SPC NE       -    43,470.      434,800.      MT  (+/- 180 meters Scaled)
 LJ0069
 LJ0069                          SUPERSEDED SURVEY CONTROL
 LJ0069
 LJ0069  NGVD 29 (??/??/92)  773.874  (m)         2538.95   (f) ADJ UNCH    1 2
 LJ0069
 LJ0069.Superseded values are not recommended for survey control.
 LJ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0069.See file dsdata.txt to determine how the superseded data were derived.
 LJ0069
 LJ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK497539(NAD 83)
 LJ0069_MARKER: DB = BENCH MARK DISK
 LJ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0069_STAMPING: C 26 1933 2538.889
 LJ0069_MARK LOGO: CGS   
 LJ0069_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0069+STABILITY: SURFACE MOTION
 LJ0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LJ0069+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 LJ0069
 LJ0069  HISTORY     - Date     Condition        Report By
 LJ0069  HISTORY     - 1933     MONUMENTED       CGS
 LJ0069  HISTORY     - 1939     GOOD             NGS
 LJ0069  HISTORY     - 1968     GOOD             NGS
 LJ0069  HISTORY     - 19991103 GOOD             NGS
 LJ0069  HISTORY     - 20030602 GOOD             NEDR
 LJ0069
 LJ0069                          STATION DESCRIPTION
 LJ0069
 LJ0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LJ0069'7.8 MI W FROM MC COOK.
 LJ0069'IN HITCHCOCK COUNTY, 7.8 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LJ0069'AND QUINCY RAILROAD FROM THE STATION AT MC COOK, REDWILLOW
 LJ0069'COUNTY, 16-1/2 POLES EAST OF MILEPOST 296, 0.3 MILE WEST OF THE
 LJ0069'HITCHCOCK-REDWILLOW COUNTY-LINE ROAD CROSSING, AND 47 FEET
 LJ0069'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED 2538.889 C
 LJ0069'26 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LJ0069'ABOVE GROUND.  THIS MARK IS ALSO 3.3 MILES EAST OF THE STATION
 LJ0069'AT CULBERTSON.
 LJ0069
 LJ0069                          STATION RECOVERY (1968)
 LJ0069
 LJ0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LJ0069'RECOVERED IN GOOD CONDITION.
 LJ0069
 LJ0069                          STATION RECOVERY (1999)
 LJ0069
 LJ0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0069'10.8 KM (6.70 MI) WESTERLY ALONG U.S.  HIGHWAY 34 FROM THE WEST
 LJ0069'JUNCTION OF U.S.  HIGHWAY 83 IN MCCOOK, 73.2 M (240.2 FT) SOUTH OF THE
 LJ0069'HIGHWAY CENTERLINE, 14.4 M (47.2 FT) SOUTH OF THE NEAR RAIL OF THE
 LJ0069'BURLINGTON NORTHERN RAILROAD, 2.0 BELOW THE LEVEL OF THE TRACK, 0.3 M
 LJ0069'(1.0 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) EAST OF A STEEL FENCE
 LJ0069'POST, 0.1 M (0.3 FT) SOUTH OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M
 LJ0069'(0.3 FT) ABOVE THE GROUND SURFACE.
 LJ0069
 LJ0069                          STATION RECOVERY (2003)
 LJ0069
 LJ0069'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (KAK)
 LJ0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0606 ***********************************************************************
 NP0606  DESIGNATION -  C 26
 NP0606  PID         -  NP0606
 NP0606  STATE/COUNTY-  NE/SHERIDAN
 NP0606  USGS QUAD   -  RUSHVILLE (1966)
 NP0606
 NP0606                         *CURRENT SURVEY CONTROL
 NP0606  ___________________________________________________________________
 NP0606* NAD 83(1995)-  42 37 56.01354(N)    102 27 31.47998(W)     ADJUSTED  
 NP0606* NAVD 88     -      1178.8    (meters)    3867.     (feet)  VERTCON   
 NP0606  ___________________________________________________________________
 NP0606  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 NP0606  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 NP0606
 NP0606  HORZ ORDER  -  SECOND
 NP0606  VERT ORDER  -  THIRD ? (See Below)
 NP0606
 NP0606.The horizontal coordinates were established by classical geodetic methods
 NP0606.and adjusted by the National Geodetic Survey in August 1997..
 NP0606
 NP0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0606.The vertical order pertains to the NGVD 29 superseded value.
 NP0606
 NP0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0606
 NP0606.The geoid height was determined by GEOID03.
 NP0606
 NP0606;                    North         East     Units Scale Factor Converg.
 NP0606;SPC NE       -   313,635.812   298,376.996   MT  0.99985221   -1 37 45.8
 NP0606;UTM  13      - 4,723,106.236   708,370.391   MT  1.00013421   +1 43 18.4
 NP0606
 NP0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0606!SPC NE       -   0.99981801  x   0.99985221  =   0.99967024
 NP0606!UTM  13      -   0.99981801  x   1.00013421  =   0.99995219
 NP0606
 NP0606                          SUPERSEDED SURVEY CONTROL
 NP0606
 NP0606  NAD 83(1995)-  42 37 56.01084(N)    102 27 31.48078(W) AD(       ) 2
 NP0606  NAD 83(1986)-  42 37 56.00485(N)    102 27 31.47894(W) AD(       ) 2
 NP0606  NAD 27      -  42 37 56.05722(N)    102 27 29.82926(W) AD(       ) 2
 NP0606  NGVD 29 (07/19/86) 1178.3    (m)         3866.     (f) LEVELING    3  
 NP0606
 NP0606.Superseded values are not recommended for survey control.
 NP0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0606.See file dsdata.txt to determine how the superseded data were derived.
 NP0606
 NP0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0837023106(NAD 83)
 NP0606_MARKER: DD = SURVEY DISK
 NP0606_SETTING: 0 = UNSPECIFIED SETTING
 NP0606
 NP0606  HISTORY     - Date     Condition        Report By
 NP0606  HISTORY     - 1968     MONUMENTED       USGS
 NP0606
 NP0606                          STATION DESCRIPTION
 NP0606
 NP0606'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NP0606'C 26 1946 IS S. OF STATION CLAUDE.  RUSHVILLE,
 NP0606'6.0 MI S. OF A LONG SEC. LINE RD. NEAR THE S. SIXTEENTH COR.
 NP0606'BETWEEN SECS. 26 AND 27, 39 FT W. OF CENTER OF STATE HWY.
 NP0606'250, 2 FT E. OF N.-S. FENCE LINE, 298 FT S. AND 80 FT W. OF A
 NP0606'T-FENCE E., ON CREST OF HILL, IN CONCRETE POST.  STANDARD
 NP0606'TABLET STAMPED C 26 1946.
 NP0606'
 NP0606'TO REACH FROM THE INTERSECTION OF U.S. HWY. 20 AND STATE HWY.
 NP0606'250 IN RUSHVILLE, GO S. ON STATE HWY. 250 FOR 6.0 MI TO CREST
 NP0606'OF HIGHEST HILL IN VICINITY ON STATE HWY. 250 AND STATION ON
 NP0606'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0728 ***********************************************************************
 LF0728  DESIGNATION -  C 260
 LF0728  PID         -  LF0728
 LF0728  STATE/COUNTY-  NE/NEMAHA
 LF0728  USGS QUAD   -  PERU (1966)
 LF0728
 LF0728                         *CURRENT SURVEY CONTROL
 LF0728  ___________________________________________________________________
 LF0728* NAD 83(1986)-  40 23 33.     (N)    095 42 03.     (W)     SCALED    
 LF0728* NAVD 88     -       339.074  (meters)    1112.45   (feet)  ADJUSTED  
 LF0728  ___________________________________________________________________
 LF0728  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LF0728  DYNAMIC HT  -         338.894 (meters)    1111.85  (feet)  COMP
 LF0728  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 LF0728
 LF0728  VERT ORDER  -  SECOND    CLASS 0
 LF0728
 LF0728.The horizontal coordinates were scaled from a topographic map and have
 LF0728.an estimated accuracy of +/- 6 seconds.
 LF0728
 LF0728.The orthometric height was determined by differential leveling
 LF0728.and adjusted by the National Geodetic Survey in June 1991..
 LF0728
 LF0728.The geoid height was determined by GEOID03.
 LF0728
 LF0728.The dynamic height is computed by dividing the NAVD 88
 LF0728.geopotential number by the normal gravity value computed on the
 LF0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0728.degrees latitude (g = 980.6199 gals.).
 LF0728
 LF0728.The modeled gravity was interpolated from observed gravity values.
 LF0728
 LF0728;                    North         East    Units  Estimated Accuracy
 LF0728;SPC NE       -    71,160.      864,810.      MT  (+/- 180 meters Scaled)
 LF0728
 LF0728                          SUPERSEDED SURVEY CONTROL
 LF0728
 LF0728  NGVD 29 (??/??/92)  338.995  (m)         1112.19   (f) ADJ UNCH    2 0
 LF0728
 LF0728.Superseded values are not recommended for survey control.
 LF0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0728.See file dsdata.txt to determine how the superseded data were derived.
 LF0728
 LF0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE707748(NAD 83)
 LF0728_MARKER: DB = BENCH MARK DISK
 LF0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0728_STAMPING: C 260 1947
 LF0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0728+STABILITY: SURFACE MOTION
 LF0728
 LF0728  HISTORY     - Date     Condition        Report By
 LF0728  HISTORY     - 1947     MONUMENTED       CGS
 LF0728
 LF0728                          STATION DESCRIPTION
 LF0728
 LF0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0728'2.7 MI W FROM BROWNVILLE.
 LF0728'2.7 MILES WEST ALONG STATE HIGHWAY NO. 3 FROM THE SOUTHWEST END
 LF0728'OF THE TOLL BRIDGE OVER THE MISSOURI RIVER AT BROWNVILLE, AT THE
 LF0728'TOP OF A HILL, 0.3 MILE EAST OF THE JUNCTION OF STATE HIGHWAY
 LF0728'NO. 67, 47.0 FEET WEST OF THE CENTER OF THE DRIVE-WAY LEADING
 LF0728'SOUTH TO THE ABE LAWRENCE FARM HOUSE, 33.0 FEET SOUTH OF THE
 LF0728'CENTER OF THE HIGHWAY, 3.5 FEET SOUTH OF TELEPHONE POLE NO. 4,
 LF0728'3.0 FEET SOUTHEAST OF A FENCE CORNER POST, 2.0 FEET WEST OF A
 LF0728'REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE
 LF0728'HIGHWAY AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0729 ***********************************************************************
 LF0729  DESIGNATION -  C 260 RESET
 LF0729  PID         -  LF0729
 LF0729  STATE/COUNTY-  NE/NEMAHA
 LF0729  USGS QUAD   -  PERU (1966)
 LF0729
 LF0729                         *CURRENT SURVEY CONTROL
 LF0729  ___________________________________________________________________
 LF0729* NAD 83(1986)-  40 23 34.     (N)    095 42 03.     (W)     SCALED    
 LF0729* NAVD 88     -       338.56   (meters)    1110.8    (feet)  RESET     
 LF0729  ___________________________________________________________________
 LF0729  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LF0729
 LF0729  VERT ORDER  -  THIRD
 LF0729
 LF0729.The horizontal coordinates were scaled from a topographic map and have
 LF0729.an estimated accuracy of +/- 6 seconds.
 LF0729
 LF0729.The orthometric height was computed from unverified reset data.
 LF0729
 LF0729.The geoid height was determined by GEOID03.
 LF0729
 LF0729;                    North         East    Units  Estimated Accuracy
 LF0729;SPC NE       -    71,190.      864,800.      MT  (+/- 180 meters Scaled)
 LF0729
 LF0729                          SUPERSEDED SURVEY CONTROL
 LF0729
 LF0729.No superseded survey control is available for this station.
 LF0729
 LF0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE707748(NAD 83)
 LF0729_MARKER: DB = BENCH MARK DISK
 LF0729_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LF0729+WITH SETTING: INTO GROUND
 LF0729_STAMPING: C260 RESET 1974
 LF0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0729+STABILITY: SURFACE MOTION
 LF0729
 LF0729  HISTORY     - Date     Condition        Report By
 LF0729  HISTORY     - 1974     MONUMENTED       NGS
 LF0729
 LF0729                          STATION DESCRIPTION
 LF0729
 LF0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LF0729'2.7 MI W FROM BROWNVILLE.
 LF0729'2.7 MILES WEST ALONG U.S. HIGHWAY 136 FROM THE SOUTHWEST END OF
 LF0729'THE BRIDGE OVER THE MISSOURI RIVER AT BROWNVILLE, AT THE TOP OF A
 LF0729'HILL ALONG THE NORTH EDGE OF THE VAN E. ALLEN FARM YARD, 60 FEET
 LF0729'SOUTH OF THE CENTER OF HIGHWAY 136, 44.5 FEET NORTHEAST OF THE
 LF0729'NORTHEAST CORNER OF MR. ALLENS HOUSE, 31 FEET WEST OF THE
 LF0729'CENTER OF THE DRIVEWAY, 22.5 FEET NORTHEAST OF A POWER POLE, 1
 LF0729'FOOT WEST OF A METAL WITNESS POST AND 1 FOOT WEST OF HIGHWAY
 LF0729'STATIONING 369+90.  A STANDARD BENCH MARK DISK STAMPED C 260
 LF0729'RESET 1974, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 LF0729'WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 LF0729'PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0852 ***********************************************************************
 NM0852  DESIGNATION -  C 261
 NM0852  PID         -  NM0852
 NM0852  STATE/COUNTY-  NE/DIXON
 NM0852  USGS QUAD   -  PONCA (1994)
 NM0852
 NM0852                         *CURRENT SURVEY CONTROL
 NM0852  ___________________________________________________________________
 NM0852* NAD 83(1986)-  42 35 20.     (N)    096 42 46.     (W)     SCALED    
 NM0852* NAVD 88     -       401.195  (meters)    1316.25   (feet)  ADJUSTED  
 NM0852  ___________________________________________________________________
 NM0852  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 NM0852  DYNAMIC HT  -         401.072 (meters)    1315.85  (feet)  COMP
 NM0852  MODELED GRAV-     980,301.2   (mgal)                       NAVD 88
 NM0852
 NM0852  VERT ORDER  -  SECOND    CLASS 0
 NM0852
 NM0852.The horizontal coordinates were scaled from a topographic map and have
 NM0852.an estimated accuracy of +/- 6 seconds.
 NM0852
 NM0852.The orthometric height was determined by differential leveling
 NM0852.and adjusted by the National Geodetic Survey in June 1991..
 NM0852
 NM0852.The geoid height was determined by GEOID03.
 NM0852
 NM0852.The dynamic height is computed by dividing the NAVD 88
 NM0852.geopotential number by the normal gravity value computed on the
 NM0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0852.degrees latitude (g = 980.6199 gals.).
 NM0852
 NM0852.The modeled gravity was interpolated from observed gravity values.
 NM0852
 NM0852;                    North         East    Units  Estimated Accuracy
 NM0852;SPC NE       -   311,080.      769,720.      MT  (+/- 180 meters Scaled)
 NM0852
 NM0852                          SUPERSEDED SURVEY CONTROL
 NM0852
 NM0852  NGVD 29 (??/??/92)  401.019  (m)         1315.68   (f) ADJ UNCH    2 0
 NM0852
 NM0852.Superseded values are not recommended for survey control.
 NM0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0852.See file dsdata.txt to determine how the superseded data were derived.
 NM0852
 NM0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN876176(NAD 83)
 NM0852_MARKER: DB = BENCH MARK DISK
 NM0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0852_STAMPING: C 261 1948
 NM0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0852+STABILITY: SURFACE MOTION
 NM0852
 NM0852  HISTORY     - Date     Condition        Report By
 NM0852  HISTORY     - 1948     MONUMENTED       CGS
 NM0852  HISTORY     - 1949     GOOD             NGS
 NM0852
 NM0852                          STATION DESCRIPTION
 NM0852
 NM0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0852'1.8 MI N FROM PONCA.
 NM0852'1.8 MILES NORTH ALONG STATE HIGHWAY NO. 9 FROM THE NORTHEAST
 NM0852'CORNER OF THE CITY PARK AT PONCA, ABOUT 150.0 FEET SOUTH OF A
 NM0852'T ROAD LEADING WEST, ABOUT 225.0 FEET NORTH OF A Y ROAD LEADING
 NM0852'SOUTH, 26.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT
 NM0852'EAST OF A FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, SET IN THE
 NM0852'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0852
 NM0852                          STATION RECOVERY (1949)
 NM0852
 NM0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0664 ***********************************************************************
 NM0664  DESIGNATION -  C 262
 NM0664  PID         -  NM0664
 NM0664  STATE/COUNTY-  NE/DAKOTA
 NM0664  USGS QUAD   -  JACKSON (1993)
 NM0664
 NM0664                         *CURRENT SURVEY CONTROL
 NM0664  ___________________________________________________________________
 NM0664* NAD 83(1986)-  42 28 11.     (N)    096 33 32.     (W)     SCALED    
 NM0664* NAVD 88     -       337.520  (meters)    1107.35   (feet)  ADJUSTED  
 NM0664  ___________________________________________________________________
 NM0664  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 NM0664  DYNAMIC HT  -         337.412 (meters)    1106.99  (feet)  COMP
 NM0664  MODELED GRAV-     980,291.7   (mgal)                       NAVD 88
 NM0664
 NM0664  VERT ORDER  -  SECOND    CLASS 0
 NM0664
 NM0664.The horizontal coordinates were scaled from a topographic map and have
 NM0664.an estimated accuracy of +/- 6 seconds.
 NM0664
 NM0664.The orthometric height was determined by differential leveling
 NM0664.and adjusted by the National Geodetic Survey in June 1991..
 NM0664
 NM0664.The geoid height was determined by GEOID03.
 NM0664
 NM0664.The dynamic height is computed by dividing the NAVD 88
 NM0664.geopotential number by the normal gravity value computed on the
 NM0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0664.degrees latitude (g = 980.6199 gals.).
 NM0664
 NM0664.The modeled gravity was interpolated from observed gravity values.
 NM0664
 NM0664;                    North         East    Units  Estimated Accuracy
 NM0664;SPC NE       -   298,350.      782,860.      MT  (+/- 180 meters Scaled)
 NM0664
 NM0664                          SUPERSEDED SURVEY CONTROL
 NM0664
 NM0664  NGVD 29 (??/??/92)  337.351  (m)         1106.79   (f) ADJ UNCH    2 0
 NM0664
 NM0664.Superseded values are not recommended for survey control.
 NM0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0664.See file dsdata.txt to determine how the superseded data were derived.
 NM0664
 NM0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN006048(NAD 83)
 NM0664_MARKER: DB = BENCH MARK DISK
 NM0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0664_STAMPING: C 262 1948
 NM0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0664+STABILITY: SURFACE MOTION
 NM0664
 NM0664  HISTORY     - Date     Condition        Report By
 NM0664  HISTORY     - 1948     MONUMENTED       CGS
 NM0664  HISTORY     - 1966     GOOD             NGS
 NM0664
 NM0664                          STATION DESCRIPTION
 NM0664
 NM0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0664'1.7 MI N FROM JACKSON.
 NM0664'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0664'JACKSON, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD, AT A T ROAD,
 NM0664'ABOUT 300.0 FEET EAST OF A FARMHOUSE, 37.0 FEET SOUTH OF THE
 NM0664'PROJECTED CENTER LINE OF THE ROAD LEADING EAST, 45.0 FEET SOUTH
 NM0664'OF A CORNER FENCE POST, 35.0 FEET WEST OF THE CENTER LINE OF
 NM0664'THE NORTH-SOUTH ROAD, 1.7 FEET EAST OF A FENCE, 1.4 FEET SOUTH
 NM0664'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0664'0.5 FOOT ABOVE THE GROUND.
 NM0664
 NM0664                          STATION RECOVERY (1966)
 NM0664
 NM0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1008 ***********************************************************************
 LF1008  DESIGNATION -  C 263
 LF1008  PID         -  LF1008
 LF1008  STATE/COUNTY-  NE/NEMAHA
 LF1008  USGS QUAD   -  HAMBURG (1984)
 LF1008
 LF1008                         *CURRENT SURVEY CONTROL
 LF1008  ___________________________________________________________________
 LF1008* NAD 83(1986)-  40 32 43.     (N)    095 40 43.     (W)     SCALED    
 LF1008* NAVD 88     -       276.732  (meters)     907.91   (feet)  ADJUSTED  
 LF1008  ___________________________________________________________________
 LF1008  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LF1008  DYNAMIC HT  -         276.586 (meters)     907.43  (feet)  COMP
 LF1008  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 LF1008
 LF1008  VERT ORDER  -  SECOND    CLASS 0
 LF1008
 LF1008.The horizontal coordinates were scaled from a topographic map and have
 LF1008.an estimated accuracy of +/- 6 seconds.
 LF1008
 LF1008.The orthometric height was determined by differential leveling
 LF1008.and adjusted by the National Geodetic Survey in June 1991..
 LF1008
 LF1008.The geoid height was determined by GEOID03.
 LF1008
 LF1008.The dynamic height is computed by dividing the NAVD 88
 LF1008.geopotential number by the normal gravity value computed on the
 LF1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1008.degrees latitude (g = 980.6199 gals.).
 LF1008
 LF1008.The modeled gravity was interpolated from observed gravity values.
 LF1008
 LF1008;                    North         East    Units  Estimated Accuracy
 LF1008;SPC NE       -    88,190.      865,840.      MT  (+/- 180 meters Scaled)
 LF1008
 LF1008                          SUPERSEDED SURVEY CONTROL
 LF1008
 LF1008  NGVD 29 (??/??/92)  276.635  (m)          907.59   (f) ADJ UNCH    2 0
 LF1008
 LF1008.Superseded values are not recommended for survey control.
 LF1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1008.See file dsdata.txt to determine how the superseded data were derived.
 LF1008
 LF1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE731917(NAD 83)
 LF1008_MARKER: DB = BENCH MARK DISK
 LF1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1008_STAMPING: C 263 1948
 LF1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1008+STABILITY: SURFACE MOTION
 LF1008
 LF1008  HISTORY     - Date     Condition        Report By
 LF1008  HISTORY     - 1948     MONUMENTED       CGS
 LF1008  HISTORY     - 1961     GOOD             NGS
 LF1008
 LF1008                          STATION DESCRIPTION
 LF1008
 LF1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1008'7.7 MI W FROM WATSON.
 LF1008'2.0 MILES WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF1008'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, THENCE
 LF1008'3.7 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 LF1008'A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, IN THE
 LF1008'SOUTHWEST QUARTER OF AN INTERSECTION OF A NORTH-SOUTH AND
 LF1008'EAST-WEST ROAD, 72.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 LF1008'ROAD, 26.5 FEET NORTH OF THE NORTHEAST CORNER OF A FARM HOUSE,
 LF1008'22.4 FEET EAST SOUTHEAST OF A 36-INCH ELM TREE, 22.0 FEET SOUTH
 LF1008'OF A CENTER LINE OF THE EAST-WEST ROAD, 1.2 FEET NORTH OF A
 LF1008'FENCE LINE, 1.2 FEET WEST OF A 4 X 4 REFERENCE POST, SET IN
 LF1008'THE TOP OF A CONCRETE POST.  NOTE-- THE WITNESS POST IS GONE.
 LF1008
 LF1008                          STATION RECOVERY (1961)
 LF1008
 LF1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0598 ***********************************************************************
 LF0598  DESIGNATION -  C 266
 LF0598  PID         -  LF0598
 LF0598  STATE/COUNTY-  NE/RICHARDSON
 LF0598  USGS QUAD   -  DAWSON (1965)
 LF0598
 LF0598                         *CURRENT SURVEY CONTROL
 LF0598  ___________________________________________________________________
 LF0598* NAD 83(1986)-  40 13 58.     (N)    095 46 24.     (W)     SCALED    
 LF0598* NAVD 88     -       317.319  (meters)    1041.07   (feet)  ADJUSTED  
 LF0598  ___________________________________________________________________
 LF0598  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LF0598  DYNAMIC HT  -         317.147 (meters)    1040.51  (feet)  COMP
 LF0598  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 LF0598
 LF0598  VERT ORDER  -  SECOND    CLASS 0
 LF0598
 LF0598.The horizontal coordinates were scaled from a topographic map and have
 LF0598.an estimated accuracy of +/- 6 seconds.
 LF0598
 LF0598.The orthometric height was determined by differential leveling
 LF0598.and adjusted by the National Geodetic Survey in June 1991..
 LF0598
 LF0598.The geoid height was determined by GEOID03.
 LF0598
 LF0598.The dynamic height is computed by dividing the NAVD 88
 LF0598.geopotential number by the normal gravity value computed on the
 LF0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0598.degrees latitude (g = 980.6199 gals.).
 LF0598
 LF0598.The modeled gravity was interpolated from observed gravity values.
 LF0598
 LF0598;                    North         East    Units  Estimated Accuracy
 LF0598;SPC NE       -    53,140.      859,530.      MT  (+/- 180 meters Scaled)
 LF0598
 LF0598                          SUPERSEDED SURVEY CONTROL
 LF0598
 LF0598  NGVD 29 (??/??/92)  317.244  (m)         1040.82   (f) ADJ UNCH    2 0
 LF0598
 LF0598.Superseded values are not recommended for survey control.
 LF0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0598.See file dsdata.txt to determine how the superseded data were derived.
 LF0598
 LF0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE640572(NAD 83)
 LF0598_MARKER: DB = BENCH MARK DISK
 LF0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0598_STAMPING: C 266 1947
 LF0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0598+STABILITY: SURFACE MOTION
 LF0598
 LF0598  HISTORY     - Date     Condition        Report By
 LF0598  HISTORY     - 1947     MONUMENTED       CGS
 LF0598
 LF0598                          STATION DESCRIPTION
 LF0598
 LF0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0598'AT STELLA.
 LF0598'AT STELLA, 0.1 MILE NORTH ALONG MAIN STREET FROM THE STATE
 LF0598'BANK, AT THE INTERSECTION OF STATE HIGHWAY NO. 62 AND MAIN
 LF0598'STREET, IN THE FRONT LAWN OF THE FIRST EVANGELICAL LUTHERAN
 LF0598'CHURCH, 65.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 33.5 FEET
 LF0598'WEST OF THE CENTER OF MAIN STREET, 21.8 FEET EAST OF THE CENTER
 LF0598'OF THE EAST END OF THE CHURCH, 10.0 FEET WEST OF THE WEST
 LF0598'CONCRETE CURB OF THE STREET, 6.8 FEET EAST OF THE EAST EDGE OF A
 LF0598'BRICK WALK, SET IN A CONCRETE POST ABOUT FLUSH WITH THE TOP OF
 LF0598'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0633 ***********************************************************************
 LF0633  DESIGNATION -  C 267
 LF0633  PID         -  LF0633
 LF0633  STATE/COUNTY-  NE/RICHARDSON
 LF0633  USGS QUAD   -  FALLS CITY (1984)
 LF0633
 LF0633                         *CURRENT SURVEY CONTROL
 LF0633  ___________________________________________________________________
 LF0633* NAD 83(1986)-  40 05 25.     (N)    095 31 12.     (W)     SCALED    
 LF0633* NAVD 88     -       315.380  (meters)    1034.71   (feet)  ADJUSTED  
 LF0633  ___________________________________________________________________
 LF0633  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LF0633  DYNAMIC HT  -         315.205 (meters)    1034.14  (feet)  COMP
 LF0633  MODELED GRAV-     980,061.9   (mgal)                       NAVD 88
 LF0633
 LF0633  VERT ORDER  -  SECOND    CLASS 0
 LF0633
 LF0633.The horizontal coordinates were scaled from a topographic map and have
 LF0633.an estimated accuracy of +/- 6 seconds.
 LF0633
 LF0633.The orthometric height was determined by differential leveling
 LF0633.and adjusted by the National Geodetic Survey in June 1991..
 LF0633
 LF0633.The geoid height was determined by GEOID03.
 LF0633
 LF0633.The dynamic height is computed by dividing the NAVD 88
 LF0633.geopotential number by the normal gravity value computed on the
 LF0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0633.degrees latitude (g = 980.6199 gals.).
 LF0633
 LF0633.The modeled gravity was interpolated from observed gravity values.
 LF0633
 LF0633;                    North         East    Units  Estimated Accuracy
 LF0633;SPC NE       -    38,430.      881,870.      MT  (+/- 180 meters Scaled)
 LF0633
 LF0633                          SUPERSEDED SURVEY CONTROL
 LF0633
 LF0633  NGVD 29 (??/??/92)  315.311  (m)         1034.48   (f) ADJ UNCH    2 0
 LF0633
 LF0633.Superseded values are not recommended for survey control.
 LF0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0633.See file dsdata.txt to determine how the superseded data were derived.
 LF0633
 LF0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE851408(NAD 83)
 LF0633_MARKER: DB = BENCH MARK DISK
 LF0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0633_STAMPING: C 267 1947
 LF0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0633+STABILITY: SURFACE MOTION
 LF0633
 LF0633  HISTORY     - Date     Condition        Report By
 LF0633  HISTORY     - 1947     MONUMENTED       CGS
 LF0633  HISTORY     - 1982     GOOD             LOCSUR
 LF0633
 LF0633                          STATION DESCRIPTION
 LF0633
 LF0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0633'3.7 MI N FROM PRESTON.
 LF0633'3.7 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0633'AND QUINCY RAILROAD STATION AT PRESTON, AT THE TOP OF A HILL,
 LF0633'70.5 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A FENCE CORNER
 LF0633'POST, 31.0 FEET EAST OF THE CENTER OF THE ROAD, 2.0 FEET
 LF0633'WEST OF A TELEPHONE POLE, 1.7 FOOT EAST OF A REFERENCE POST, SET
 LF0633'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 LF0633'PROJECTING 0.2 FOOT.
 LF0633
 LF0633                          STATION RECOVERY (1982)
 LF0633
 LF0633'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LF0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0476 ***********************************************************************
 LF0476  DESIGNATION -  C 268
 LF0476  PID         -  LF0476
 LF0476  STATE/COUNTY-  NE/RICHARDSON
 LF0476  USGS QUAD   -  RULO (1965)
 LF0476
 LF0476                         *CURRENT SURVEY CONTROL
 LF0476  ___________________________________________________________________
 LF0476* NAD 83(1986)-  40 05 31.     (N)    095 26 41.     (W)     SCALED    
 LF0476* NAVD 88     -       281.688  (meters)     924.17   (feet)  ADJUSTED  
 LF0476  ___________________________________________________________________
 LF0476  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LF0476  DYNAMIC HT  -         281.533 (meters)     923.66  (feet)  COMP
 LF0476  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 LF0476
 LF0476  VERT ORDER  -  SECOND    CLASS 0
 LF0476
 LF0476.The horizontal coordinates were scaled from a topographic map and have
 LF0476.an estimated accuracy of +/- 6 seconds.
 LF0476
 LF0476.The orthometric height was determined by differential leveling
 LF0476.and adjusted by the National Geodetic Survey in June 1991..
 LF0476
 LF0476.The geoid height was determined by GEOID03.
 LF0476
 LF0476.The dynamic height is computed by dividing the NAVD 88
 LF0476.geopotential number by the normal gravity value computed on the
 LF0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0476.degrees latitude (g = 980.6199 gals.).
 LF0476
 LF0476.The modeled gravity was interpolated from observed gravity values.
 LF0476
 LF0476;                    North         East    Units  Estimated Accuracy
 LF0476;SPC NE       -    38,950.      888,280.      MT  (+/- 180 meters Scaled)
 LF0476
 LF0476                          SUPERSEDED SURVEY CONTROL
 LF0476
 LF0476  NGVD 29 (??/??/92)  281.623  (m)          923.96   (f) ADJ UNCH    2 0
 LF0476
 LF0476.Superseded values are not recommended for survey control.
 LF0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0476.See file dsdata.txt to determine how the superseded data were derived.
 LF0476
 LF0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE915408(NAD 83)
 LF0476_MARKER: DB = BENCH MARK DISK
 LF0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0476_SP_SET: CULVERT
 LF0476_STAMPING: C 268 1947
 LF0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0476
 LF0476  HISTORY     - Date     Condition        Report By
 LF0476  HISTORY     - 1947     MONUMENTED       CGS
 LF0476
 LF0476                          STATION DESCRIPTION
 LF0476
 LF0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0476'4 MI N FROM RULO.
 LF0476'1.1 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUNICY RAILROAD
 LF0476'FROM THE STATION AT RULO, THENCE 2.9 MILES NORTH ALONG A GRAVEL
 LF0476'AND DIRT ROAD, AT THE CROSSING OF A DEEP RAVINE, 14.0 FEET WEST
 LF0476'OF THE CENTER OF THE ROAD, SET IN THE TOP OF AND 7.1 FEET
 LF0476'NORTH OF THE SOUTH END OF THE WEST HEAD WALL OF A 5 X 5 FOOT
 LF0476'CONCRETE CULVERT UNDER THE ROAD, ABOUT THE SAME ELEVATION AS
 LF0476'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0662 ***********************************************************************
 LF0662  DESIGNATION -  C 269
 LF0662  PID         -  LF0662
 LF0662  STATE/COUNTY-  NE/NEMAHA
 LF0662  USGS QUAD   -  PERU (1966)
 LF0662
 LF0662                         *CURRENT SURVEY CONTROL
 LF0662  ___________________________________________________________________
 LF0662* NAD 83(1986)-  40 29 18.     (N)    095 44 16.     (W)     SCALED    
 LF0662* NAVD 88     -       276.769  (meters)     908.03   (feet)  ADJUSTED  
 LF0662  ___________________________________________________________________
 LF0662  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LF0662  DYNAMIC HT  -         276.623 (meters)     907.55  (feet)  COMP
 LF0662  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 LF0662
 LF0662  VERT ORDER  -  SECOND    CLASS 0
 LF0662
 LF0662.The horizontal coordinates were scaled from a topographic map and have
 LF0662.an estimated accuracy of +/- 6 seconds.
 LF0662
 LF0662.The orthometric height was determined by differential leveling
 LF0662.and adjusted by the National Geodetic Survey in June 1991..
 LF0662
 LF0662.The geoid height was determined by GEOID03.
 LF0662
 LF0662.The dynamic height is computed by dividing the NAVD 88
 LF0662.geopotential number by the normal gravity value computed on the
 LF0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0662.degrees latitude (g = 980.6199 gals.).
 LF0662
 LF0662.The modeled gravity was interpolated from observed gravity values.
 LF0662
 LF0662;                    North         East    Units  Estimated Accuracy
 LF0662;SPC NE       -    81,630.      861,150.      MT  (+/- 180 meters Scaled)
 LF0662
 LF0662                          SUPERSEDED SURVEY CONTROL
 LF0662
 LF0662  NGVD 29 (??/??/92)  276.679  (m)          907.74   (f) ADJ UNCH    2 0
 LF0662
 LF0662.Superseded values are not recommended for survey control.
 LF0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0662.See file dsdata.txt to determine how the superseded data were derived.
 LF0662
 LF0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE679855(NAD 83)
 LF0662_MARKER: DB = BENCH MARK DISK
 LF0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0662_STAMPING: C 269 1947
 LF0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0662+STABILITY: SURFACE MOTION
 LF0662
 LF0662  HISTORY     - Date     Condition        Report By
 LF0662  HISTORY     - 1947     MONUMENTED       CGS
 LF0662
 LF0662                          STATION DESCRIPTION
 LF0662
 LF0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0662'0.4 MI NW FROM PERU.
 LF0662'0.4 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0662'AND QUINCY RAILROAD STATION AT PERU, AT THE FRONT YARD OF A
 LF0662'FARM HOUSE, 90.0 FEET SOUTHEAST OF THE CENTER OF A CONCRETE
 LF0662'WALK LEADING SOUTH TO THE FARM HOUSE, 61.0 FEET EAST OF THE EAST
 LF0662'CORNER OF THE BRICK FOUNDATION FOR THE MAIN PART OF THE FARM
 LF0662'HOUSE, 39.0 FEET SOUTHEAST OF A POINT IN LINE WITH THE SOUTHEAST
 LF0662'WALL OF THE FARM HOUSE, 32.0 FEET SOUTHWEST OF THE CENTER OF
 LF0662'THE MAIN ROAD, 1.5 FOOT NORTHWEST OF A REFERENCE POST, SET IN A
 LF0662'CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.2
 LF0662'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0092 ***********************************************************************
 LJ0092  DESIGNATION -  C 27
 LJ0092  PID         -  LJ0092
 LJ0092  STATE/COUNTY-  NE/FRONTIER
 LJ0092  USGS QUAD   -  QUICK (1970)
 LJ0092
 LJ0092                         *CURRENT SURVEY CONTROL
 LJ0092  ___________________________________________________________________
 LJ0092* NAD 83(1986)-  40 28 17.     (N)    100 38 55.     (W)     SCALED    
 LJ0092* NAVD 88     -       844.829  (meters)    2771.74   (feet)  ADJUSTED  
 LJ0092  ___________________________________________________________________
 LJ0092  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 LJ0092  DYNAMIC HT  -         844.282 (meters)    2769.95  (feet)  COMP
 LJ0092  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 LJ0092
 LJ0092  VERT ORDER  -  SECOND    CLASS 0
 LJ0092
 LJ0092.The horizontal coordinates were scaled from a topographic map and have
 LJ0092.an estimated accuracy of +/- 6 seconds.
 LJ0092
 LJ0092.The orthometric height was determined by differential leveling
 LJ0092.and adjusted by the National Geodetic Survey in June 1991..
 LJ0092
 LJ0092.The geoid height was determined by GEOID03.
 LJ0092
 LJ0092.The dynamic height is computed by dividing the NAVD 88
 LJ0092.geopotential number by the normal gravity value computed on the
 LJ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0092.degrees latitude (g = 980.6199 gals.).
 LJ0092
 LJ0092.The modeled gravity was interpolated from observed gravity values.
 LJ0092
 LJ0092;                    North         East    Units  Estimated Accuracy
 LJ0092;SPC NE       -    71,050.      445,010.      MT  (+/- 180 meters Scaled)
 LJ0092
 LJ0092                          SUPERSEDED SURVEY CONTROL
 LJ0092
 LJ0092  NGVD 29 (??/??/92)  844.491  (m)         2770.63   (f) ADJ UNCH    2 0
 LJ0092
 LJ0092.Superseded values are not recommended for survey control.
 LJ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0092.See file dsdata.txt to determine how the superseded data were derived.
 LJ0092
 LJ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK602813(NAD 83)
 LJ0092_MARKER: DB = BENCH MARK DISK
 LJ0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0092_STAMPING: C 27 1934
 LJ0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0092+STABILITY: SURFACE MOTION
 LJ0092
 LJ0092  HISTORY     - Date     Condition        Report By
 LJ0092  HISTORY     - 1934     MONUMENTED       CGS
 LJ0092  HISTORY     - 1967     MARK NOT FOUND   USGS
 LJ0092
 LJ0092                          STATION DESCRIPTION
 LJ0092
 LJ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0092'13.2 MI S FROM MAYWOOD.
 LJ0092'13.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MAYWOOD, FRONTIER
 LJ0092'COUNTY, 25 YARDS WEST OF A RAVINE LEADING NORTH FROM A LARGER
 LJ0092'ONE RUNNING EAST-AND-WEST, 50 FEET EAST OF THE CENTERLINE OF
 LJ0092'THE HIGHWAY, AND 14 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 LJ0092'STANDARD DISK, STAMPED C 27 1934 AND SET IN THE TOP OF A CONCRETE
 LJ0092'POST.
 LJ0092
 LJ0092                          STATION RECOVERY (1967)
 LJ0092
 LJ0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LJ0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0273 ***********************************************************************
 LH0273  DESIGNATION -  C 270
 LH0273  PID         -  LH0273
 LH0273  STATE/COUNTY-  NE/ADAMS
 LH0273  USGS QUAD   -  BLUE HILL (1969)
 LH0273
 LH0273                         *CURRENT SURVEY CONTROL
 LH0273  ___________________________________________________________________
 LH0273* NAD 83(1986)-  40 21 01.     (N)    098 27 10.     (W)     SCALED    
 LH0273* NAVD 88     -       592.028  (meters)    1942.35   (feet)  ADJUSTED  
 LH0273  ___________________________________________________________________
 LH0273  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 LH0273  DYNAMIC HT  -         591.680 (meters)    1941.20  (feet)  COMP
 LH0273  MODELED GRAV-     980,019.0   (mgal)                       NAVD 88
 LH0273
 LH0273  VERT ORDER  -  FIRST     CLASS II
 LH0273
 LH0273.The horizontal coordinates were scaled from a topographic map and have
 LH0273.an estimated accuracy of +/- 6 seconds.
 LH0273
 LH0273.The orthometric height was determined by differential leveling
 LH0273.and adjusted by the National Geodetic Survey in June 1991..
 LH0273
 LH0273.The geoid height was determined by GEOID03.
 LH0273
 LH0273.The dynamic height is computed by dividing the NAVD 88
 LH0273.geopotential number by the normal gravity value computed on the
 LH0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0273.degrees latitude (g = 980.6199 gals.).
 LH0273
 LH0273.The modeled gravity was interpolated from observed gravity values.
 LH0273
 LH0273;                    North         East    Units  Estimated Accuracy
 LH0273;SPC NE       -    58,570.      631,420.      MT  (+/- 180 meters Scaled)
 LH0273
 LH0273                          SUPERSEDED SURVEY CONTROL
 LH0273
 LH0273  NGVD 29 (??/??/92)  591.801  (m)         1941.60   (f) ADJ UNCH    1 2
 LH0273
 LH0273.Superseded values are not recommended for survey control.
 LH0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0273.See file dsdata.txt to determine how the superseded data were derived.
 LH0273
 LH0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK464667(NAD 83)
 LH0273_MARKER: DB = BENCH MARK DISK
 LH0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0273_STAMPING: C 270 1947
 LH0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0273+STABILITY: SURFACE MOTION
 LH0273
 LH0273  HISTORY     - Date     Condition        Report By
 LH0273  HISTORY     - 1947     MONUMENTED       CGS
 LH0273  HISTORY     - 1981     GOOD             NGS
 LH0273
 LH0273                          STATION DESCRIPTION
 LH0273
 LH0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0273'1.2 MI N FROM BLUE HILL.
 LH0273'1.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0273'FROM THE STATION AT BLUE HILL, AT A ROAD CROSSING, 91.0 FEET
 LH0273'NORTH OF THE CENTER LINE OF THE ROAD, 89.2 FEET NORTHEAST OF A
 LH0273'WEBSTER ADAMS COUNTY LINE MARKER POST, 74.6 FEET SOUTHEAST OF
 LH0273'THE 4TH POLE NORTH OF MILEPOST 18, 59.8 FEET NORTH OF A FENCE
 LH0273'CORNER, 43.5 FEET EAST OF THE EAST RAIL, 3.0 FEET NORTH OF A
 LH0273'REFERENCE POST, 1.0 FOOT WEST OF A FENCE, SET IN THE TOP OF A
 LH0273'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0273
 LH0273                          STATION RECOVERY (1981)
 LH0273
 LH0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0273'EXCEPT THE OLD POLE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1411 ***********************************************************************
 NM1411  DESIGNATION -  C 271
 NM1411  PID         -  NM1411
 NM1411  STATE/COUNTY-  NE/KNOX
 NM1411  USGS QUAD   -  BON HOMME COLONY (1974)
 NM1411
 NM1411                         *CURRENT SURVEY CONTROL
 NM1411  ___________________________________________________________________
 NM1411* NAD 83(1986)-  42 46 06.     (N)    097 39 44.     (W)     SCALED    
 NM1411* NAVD 88     -       489.510  (meters)    1606.00   (feet)  ADJUSTED  
 NM1411  ___________________________________________________________________
 NM1411  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 NM1411  DYNAMIC HT  -         489.348 (meters)    1605.47  (feet)  COMP
 NM1411  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 NM1411
 NM1411  VERT ORDER  -  SECOND    CLASS 0
 NM1411
 NM1411.The horizontal coordinates were scaled from a topographic map and have
 NM1411.an estimated accuracy of +/- 6 seconds.
 NM1411
 NM1411.The orthometric height was determined by differential leveling
 NM1411.and adjusted by the National Geodetic Survey in June 1991..
 NM1411
 NM1411.The geoid height was determined by GEOID03.
 NM1411
 NM1411.The dynamic height is computed by dividing the NAVD 88
 NM1411.geopotential number by the normal gravity value computed on the
 NM1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1411.degrees latitude (g = 980.6199 gals.).
 NM1411
 NM1411.The modeled gravity was interpolated from observed gravity values.
 NM1411
 NM1411;                    North         East    Units  Estimated Accuracy
 NM1411;SPC NE       -   328,470.      691,300.      MT  (+/- 180 meters Scaled)
 NM1411
 NM1411                          SUPERSEDED SURVEY CONTROL
 NM1411
 NM1411  NGVD 29 (??/??/92)  489.285  (m)         1605.26   (f) ADJ UNCH    2 0
 NM1411
 NM1411.Superseded values are not recommended for survey control.
 NM1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1411.See file dsdata.txt to determine how the superseded data were derived.
 NM1411
 NM1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN094359(NAD 83)
 NM1411_MARKER: DB = BENCH MARK DISK
 NM1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1411_STAMPING: C 271 1949
 NM1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1411+STABILITY: SURFACE MOTION
 NM1411
 NM1411  HISTORY     - Date     Condition        Report By
 NM1411  HISTORY     - 1949     MONUMENTED       CGS
 NM1411  HISTORY     - 1966     POOR             NGS
 NM1411
 NM1411                          STATION DESCRIPTION
 NM1411
 NM1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1411'10.8 MI NW FROM CROFTON.
 NM1411'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH STATE
 NM1411'HIGHWAY 12 AT CROFTON, THENCE 7.0 MILES WEST ALONG STATE HIGHWAY
 NM1411'12, THENCE 2.8 MILES NORTH ALONG A DIRT ROAD, 0.2 MILE SOUTH OF A
 NM1411'DIRT ROAD LEADING EAST, 48 FEET NORTH OF A SMALL PLUM THICKET, 17
 NM1411'FEET EAST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTH OF A
 NM1411'T-FENCE CORNER AND A BRACE POST, 1.0 FOOT WEST OF THE FENCE LINE,
 NM1411'1.2 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM1411'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM1411
 NM1411                          STATION RECOVERY (1966)
 NM1411
 NM1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM1411'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1376 ***********************************************************************
 NM1376  DESIGNATION -  C 272
 NM1376  PID         -  NM1376
 NM1376  STATE/COUNTY-  NE/KNOX
 NM1376  USGS QUAD   -  SPRINGFIELD (1978)
 NM1376
 NM1376                         *CURRENT SURVEY CONTROL
 NM1376  ___________________________________________________________________
 NM1376* NAD 83(1986)-  42 45 26.     (N)    097 55 48.     (W)     SCALED    
 NM1376* NAVD 88     -       420.009  (meters)    1377.98   (feet)  ADJUSTED  
 NM1376  ___________________________________________________________________
 NM1376  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 NM1376  DYNAMIC HT  -         419.870 (meters)    1377.52  (feet)  COMP
 NM1376  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 NM1376
 NM1376  VERT ORDER  -  SECOND    CLASS 0
 NM1376
 NM1376.The horizontal coordinates were scaled from a topographic map and have
 NM1376.an estimated accuracy of +/- 6 seconds.
 NM1376
 NM1376.The orthometric height was determined by differential leveling
 NM1376.and adjusted by the National Geodetic Survey in June 1991..
 NM1376
 NM1376.The geoid height was determined by GEOID03.
 NM1376
 NM1376.The dynamic height is computed by dividing the NAVD 88
 NM1376.geopotential number by the normal gravity value computed on the
 NM1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1376.degrees latitude (g = 980.6199 gals.).
 NM1376
 NM1376.The modeled gravity was interpolated from observed gravity values.
 NM1376
 NM1376;                    North         East    Units  Estimated Accuracy
 NM1376;SPC NE       -   326,680.      669,420.      MT  (+/- 180 meters Scaled)
 NM1376
 NM1376                          SUPERSEDED SURVEY CONTROL
 NM1376
 NM1376  NGVD 29 (??/??/92)  419.794  (m)         1377.27   (f) ADJ UNCH    2 0
 NM1376
 NM1376.Superseded values are not recommended for survey control.
 NM1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1376.See file dsdata.txt to determine how the superseded data were derived.
 NM1376
 NM1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN875344(NAD 83)
 NM1376_MARKER: DB = BENCH MARK DISK
 NM1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1376_STAMPING: C 272 1949
 NM1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1376+STABILITY: SURFACE MOTION
 NM1376
 NM1376  HISTORY     - Date     Condition        Report By
 NM1376  HISTORY     - 1949     MONUMENTED       CGS
 NM1376  HISTORY     - 1970     MARK NOT FOUND   NGS
 NM1376  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1376
 NM1376                          STATION DESCRIPTION
 NM1376
 NM1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1376'6.2 MI NW FROM NIOBRARA.
 NM1376'5.45 MILES EAST ALONG STATE HIGHWAY 12 FROM THE CHICAGO AND
 NM1376'NORTH WESTERN RAILWAY STATION AT NIOBRARA, THENCE 0.7 MILE
 NM1376'NORTHWEST ALONG A WINDING GRAVELED ROAD, 0.1 MILE NORTHWEST
 NM1376'OF A DIRT ROAD LEADING EAST, ON THE CREST OF A HILL, ABOUT
 NM1376'200 YARDS NORTH OF A WOODED RAVINE, 39 FEET NORTHWEST OF A
 NM1376'TELEPHONE POLE, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE
 NM1376'ROAD, 1.8 FEET NORTHWEST OF A FENCE LINE, 1.2 FEET NORTHWEST
 NM1376'OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 NM1376'POST, PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM1376
 NM1376                          STATION RECOVERY (1970)
 NM1376
 NM1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1376'MARK NOT FOUND.
 NM1376
 NM1376                          STATION RECOVERY (1974)
 NM1376
 NM1376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0090 ***********************************************************************
 NN0090  DESIGNATION -  C 273
 NN0090  PID         -  NN0090
 NN0090  STATE/COUNTY-  NE/BOYD
 NN0090  USGS QUAD   -  MARTY (1974)
 NN0090
 NN0090                         *CURRENT SURVEY CONTROL
 NN0090  ___________________________________________________________________
 NN0090* NAD 83(1986)-  42 55 19.     (N)    098 26 46.     (W)     SCALED    
 NN0090* NAVD 88     -       385.127  (meters)    1263.54   (feet)  ADJUSTED  
 NN0090  ___________________________________________________________________
 NN0090  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 NN0090  DYNAMIC HT  -         384.997 (meters)    1263.11  (feet)  COMP
 NN0090  MODELED GRAV-     980,272.8   (mgal)                       NAVD 88
 NN0090
 NN0090  VERT ORDER  -  SECOND    CLASS 0
 NN0090
 NN0090.The horizontal coordinates were scaled from a topographic map and have
 NN0090.an estimated accuracy of +/- 6 seconds.
 NN0090
 NN0090.The orthometric height was determined by differential leveling
 NN0090.and adjusted by the National Geodetic Survey in June 1991..
 NN0090
 NN0090.The geoid height was determined by GEOID03.
 NN0090
 NN0090.The dynamic height is computed by dividing the NAVD 88
 NN0090.geopotential number by the normal gravity value computed on the
 NN0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0090.degrees latitude (g = 980.6199 gals.).
 NN0090
 NN0090.The modeled gravity was interpolated from observed gravity values.
 NN0090
 NN0090;                    North         East    Units  Estimated Accuracy
 NN0090;SPC NE       -   344,090.      626,860.      MT  (+/- 180 meters Scaled)
 NN0090
 NN0090                          SUPERSEDED SURVEY CONTROL
 NN0090
 NN0090  NGVD 29 (??/??/92)  384.856  (m)         1262.65   (f) ADJ UNCH    2 0
 NN0090
 NN0090.Superseded values are not recommended for survey control.
 NN0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0090.See file dsdata.txt to determine how the superseded data were derived.
 NN0090
 NN0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN452522(NAD 83)
 NN0090_MARKER: DB = BENCH MARK DISK
 NN0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0090_STAMPING: C 273 1949
 NN0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0090+STABILITY: SURFACE MOTION
 NN0090
 NN0090  HISTORY     - Date     Condition        Report By
 NN0090  HISTORY     - 1949     MONUMENTED       CGS
 NN0090  HISTORY     - 1962     GOOD             USGS
 NN0090
 NN0090                          STATION DESCRIPTION
 NN0090
 NN0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0090'9.5 MI NE FROM LYNCH.
 NN0090'7.5 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT LYNCH,
 NN0090'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, THENCE 0.9 MILE SOUTHEAST
 NN0090'ALONG A DIRT ROAD, AT THE SUMMIT OF A SMALL HILL, 258.0 FEET
 NN0090'NORTHWEST OF THE INTERSECTION OF THE CENTER LINE OF THE MAIN ROAD
 NN0090'AND A FIELD ROAD LEADING NORTHEAST, 167.0 FEET SOUTHEAST OF THE
 NN0090'CENTER LINE OF A GATE AT THE MOUTH OF A DRAW, 27.0 FEET SOUTHWEST
 NN0090'OF THE CENTER LINE OF THE ROAD, 1.1 FEET NORTHEAST OF A FENCE,
 NN0090'1.3 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NN0090'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NN0090
 NN0090                          STATION RECOVERY (1962)
 NN0090
 NN0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0311 ***********************************************************************
 NN0311  DESIGNATION -  C 274
 NN0311  PID         -  NN0311
 NN0311  STATE/COUNTY-  NE/BOYD
 NN0311  USGS QUAD   -  GROSS (1964)
 NN0311
 NN0311                         *CURRENT SURVEY CONTROL
 NN0311  ___________________________________________________________________
 NN0311* NAD 83(1986)-  42 59 28.     (N)    098 34 17.     (W)     SCALED    
 NN0311* NAVD 88     -       523.574  (meters)    1717.76   (feet)  ADJUSTED  
 NN0311  ___________________________________________________________________
 NN0311  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 NN0311  DYNAMIC HT  -         523.392 (meters)    1717.16  (feet)  COMP
 NN0311  MODELED GRAV-     980,256.3   (mgal)                       NAVD 88
 NN0311
 NN0311  VERT ORDER  -  SECOND    CLASS 0
 NN0311
 NN0311.The horizontal coordinates were scaled from a topographic map and have
 NN0311.an estimated accuracy of +/- 6 seconds.
 NN0311
 NN0311.The orthometric height was determined by differential leveling
 NN0311.and adjusted by the National Geodetic Survey in June 1991..
 NN0311
 NN0311.The geoid height was determined by GEOID03.
 NN0311
 NN0311.The dynamic height is computed by dividing the NAVD 88
 NN0311.geopotential number by the normal gravity value computed on the
 NN0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0311.degrees latitude (g = 980.6199 gals.).
 NN0311
 NN0311.The modeled gravity was interpolated from observed gravity values.
 NN0311
 NN0311;                    North         East    Units  Estimated Accuracy
 NN0311;SPC NE       -   351,600.      616,500.      MT  (+/- 180 meters Scaled)
 NN0311
 NN0311                          SUPERSEDED SURVEY CONTROL
 NN0311
 NN0311  NGVD 29 (??/??/92)  523.280  (m)         1716.79   (f) ADJ UNCH    2 0
 NN0311
 NN0311.Superseded values are not recommended for survey control.
 NN0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0311.See file dsdata.txt to determine how the superseded data were derived.
 NN0311
 NN0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN349599(NAD 83)
 NN0311_MARKER: DB = BENCH MARK DISK
 NN0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0311_STAMPING: C 274 1949
 NN0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0311+STABILITY: SURFACE MOTION
 NN0311
 NN0311  HISTORY     - Date     Condition        Report By
 NN0311  HISTORY     - 1949     MONUMENTED       CGS
 NN0311
 NN0311                          STATION DESCRIPTION
 NN0311
 NN0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0311'11.1 MI N FROM BRISTOW.
 NN0311'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0311'THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.7 MILE NORTH ALONG
 NN0311'A DIRT ROAD, THENCE 1.0 MILE NORTHEAST ALONG A DIRT ROAD, THENCE
 NN0311'1.2 MILES NORTH ALONG A DIRT ROAD, AT THE SUMMIT OF A HILL, 0.25
 NN0311'MILE SOUTH OF A CURVE WITH TANGENTS LEADING SOUTH AND EAST, 0.6
 NN0311'MILE SOUTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE, 25.0 FEET
 NN0311'WEST OF THE CENTER LINE OF THE ROAD, 1.1 FEET EAST OF A FENCE,
 NN0311'1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NN0311'AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1059 ***********************************************************************
 NM1059  DESIGNATION -  C 275
 NM1059  PID         -  NM1059
 NM1059  STATE/COUNTY-  NE/CEDAR
 NM1059  USGS QUAD   -  MECKLING (1994)
 NM1059
 NM1059                         *CURRENT SURVEY CONTROL
 NM1059  ___________________________________________________________________
 NM1059* NAD 83(1986)-  42 45 33.     (N)    097 07 30.     (W)     SCALED    
 NM1059* NAVD 88     -       408.556  (meters)    1340.40   (feet)  ADJUSTED  
 NM1059  ___________________________________________________________________
 NM1059  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 NM1059  DYNAMIC HT  -         408.434 (meters)    1340.00  (feet)  COMP
 NM1059  MODELED GRAV-     980,308.5   (mgal)                       NAVD 88
 NM1059
 NM1059  VERT ORDER  -  SECOND    CLASS 0
 NM1059
 NM1059.The horizontal coordinates were scaled from a topographic map and have
 NM1059.an estimated accuracy of +/- 6 seconds.
 NM1059
 NM1059.The orthometric height was determined by differential leveling
 NM1059.and adjusted by the National Geodetic Survey in June 1991..
 NM1059
 NM1059.The geoid height was determined by GEOID03.
 NM1059
 NM1059.The dynamic height is computed by dividing the NAVD 88
 NM1059.geopotential number by the normal gravity value computed on the
 NM1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1059.degrees latitude (g = 980.6199 gals.).
 NM1059
 NM1059.The modeled gravity was interpolated from observed gravity values.
 NM1059
 NM1059;                    North         East    Units  Estimated Accuracy
 NM1059;SPC NE       -   328,780.      735,280.      MT  (+/- 180 meters Scaled)
 NM1059
 NM1059                          SUPERSEDED SURVEY CONTROL
 NM1059
 NM1059  NGVD 29 (??/??/92)  408.350  (m)         1339.73   (f) ADJ UNCH    2 0
 NM1059
 NM1059.Superseded values are not recommended for survey control.
 NM1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1059.See file dsdata.txt to determine how the superseded data were derived.
 NM1059
 NM1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN534357(NAD 83)
 NM1059_MARKER: DB = BENCH MARK DISK
 NM1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1059_STAMPING: C 275 1949
 NM1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1059+STABILITY: SURFACE MOTION
 NM1059
 NM1059  HISTORY     - Date     Condition        Report By
 NM1059  HISTORY     - 1949     MONUMENTED       CGS
 NM1059  HISTORY     - 1967     MARK NOT FOUND   NGS
 NM1059
 NM1059                          STATION DESCRIPTION
 NM1059
 NM1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1059'4.2 MI E FROM WYNOT.
 NM1059'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1059'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1059'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1059'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1059'ROAD, THENCE 1.6 MILES EAST ALONG A GRADED DIRT ROAD, 55 FEET
 NM1059'NORTHWEST OF THE CENTER LINE OF THE ROAD, 18.0 FEET SOUTHWEST OF
 NM1059'THE CENTER OF A FRAME GATE, 1.4 FEET NORTHWEST OF A FENCE, 1.5
 NM1059'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NM1059'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND AND HAS A LENGTH
 NM1059'OF 5.5 FEET.
 NM1059
 NM1059                          STATION RECOVERY (1967)
 NM1059
 NM1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NM1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0873 ***********************************************************************
 NM0873  DESIGNATION -  C 276
 NM0873  PID         -  NM0873
 NM0873  STATE/COUNTY-  NE/DIXON
 NM0873  USGS QUAD   -  ELK POINT (1963)
 NM0873
 NM0873                         *CURRENT SURVEY CONTROL
 NM0873  ___________________________________________________________________
 NM0873* NAD 83(1986)-  42 38 01.     (N)    096 44 54.     (W)     SCALED    
 NM0873* NAVD 88     -       354.313  (meters)    1162.44   (feet)  ADJUSTED  
 NM0873  ___________________________________________________________________
 NM0873  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM0873  DYNAMIC HT  -         354.205 (meters)    1162.09  (feet)  COMP
 NM0873  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 NM0873
 NM0873  VERT ORDER  -  SECOND    CLASS 0
 NM0873
 NM0873.The horizontal coordinates were scaled from a topographic map and have
 NM0873.an estimated accuracy of +/- 6 seconds.
 NM0873
 NM0873.The orthometric height was determined by differential leveling
 NM0873.and adjusted by the National Geodetic Survey in June 1991..
 NM0873
 NM0873.The geoid height was determined by GEOID03.
 NM0873
 NM0873.The dynamic height is computed by dividing the NAVD 88
 NM0873.geopotential number by the normal gravity value computed on the
 NM0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0873.degrees latitude (g = 980.6199 gals.).
 NM0873
 NM0873.The modeled gravity was interpolated from observed gravity values.
 NM0873
 NM0873;                    North         East    Units  Estimated Accuracy
 NM0873;SPC NE       -   315,940.      766,610.      MT  (+/- 180 meters Scaled)
 NM0873
 NM0873                          SUPERSEDED SURVEY CONTROL
 NM0873
 NM0873  NGVD 29 (??/??/92)  354.133  (m)         1161.85   (f) ADJ UNCH    2 0
 NM0873
 NM0873.Superseded values are not recommended for survey control.
 NM0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0873.See file dsdata.txt to determine how the superseded data were derived.
 NM0873
 NM0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN846225(NAD 83)
 NM0873_MARKER: DB = BENCH MARK DISK
 NM0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0873_STAMPING: C 276 1949
 NM0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0873+STABILITY: SURFACE MOTION
 NM0873
 NM0873  HISTORY     - Date     Condition        Report By
 NM0873  HISTORY     - 1949     MONUMENTED       CGS
 NM0873
 NM0873                          STATION DESCRIPTION
 NM0873
 NM0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0873'6 MI NW FROM PONCA.
 NM0873'1.9 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE NORTHEAST CORNER OF
 NM0873'THE CITY PARK AT PONCA, THENCE 0.3 MILE WEST ALONG A GRAVELED
 NM0873'ROAD, THENCE 1.55 MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE
 NM0873'0.4 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.9 MILES NORTH
 NM0873'ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF PERRY DOUTHITT,
 NM0873'102.0 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 93 FEET
 NM0873'WEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTHWEST OF A
 NM0873'POWER TRANSMISSION LINE POLE, AND SET IN THE TOP OF A 5.5-FOOT
 NM0873'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0095 ***********************************************************************
 NN0095  DESIGNATION -  C 277
 NN0095  PID         -  NN0095
 NN0095  STATE/COUNTY-  NE/KNOX
 NN0095  USGS QUAD   -  VERDEL (1950)
 NN0095
 NN0095                         *CURRENT SURVEY CONTROL
 NN0095  ___________________________________________________________________
 NN0095* NAD 83(1986)-  42 50 24.     (N)    098 13 49.     (W)     SCALED    
 NN0095* NAVD 88     -       452.602  (meters)    1484.91   (feet)  ADJUSTED  
 NN0095  ___________________________________________________________________
 NN0095  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 NN0095  DYNAMIC HT  -         452.450 (meters)    1484.41  (feet)  COMP
 NN0095  MODELED GRAV-     980,271.7   (mgal)                       NAVD 88
 NN0095
 NN0095  VERT ORDER  -  SECOND    CLASS 0
 NN0095
 NN0095.The horizontal coordinates were scaled from a topographic map and have
 NN0095.an estimated accuracy of +/- 6 seconds.
 NN0095
 NN0095.The orthometric height was determined by differential leveling
 NN0095.and adjusted by the National Geodetic Survey in June 1991..
 NN0095
 NN0095.The geoid height was determined by GEOID03.
 NN0095
 NN0095.The dynamic height is computed by dividing the NAVD 88
 NN0095.geopotential number by the normal gravity value computed on the
 NN0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0095.degrees latitude (g = 980.6199 gals.).
 NN0095
 NN0095.The modeled gravity was interpolated from observed gravity values.
 NN0095
 NN0095;                    North         East    Units  Estimated Accuracy
 NN0095;SPC NE       -   335,330.      644,660.      MT  (+/- 180 meters Scaled)
 NN0095
 NN0095                          SUPERSEDED SURVEY CONTROL
 NN0095
 NN0095  NGVD 29 (??/??/92)  452.363  (m)         1484.13   (f) ADJ UNCH    2 0
 NN0095
 NN0095.Superseded values are not recommended for survey control.
 NN0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0095.See file dsdata.txt to determine how the superseded data were derived.
 NN0095
 NN0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN629433(NAD 83)
 NN0095_MARKER: DB = BENCH MARK DISK
 NN0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0095_STAMPING: C 277 1949
 NN0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0095+STABILITY: SURFACE MOTION
 NN0095
 NN0095  HISTORY     - Date     Condition        Report By
 NN0095  HISTORY     - 1949     MONUMENTED       CGS
 NN0095
 NN0095                          STATION DESCRIPTION
 NN0095
 NN0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0095'4.1 MI NW FROM VERDEL.
 NN0095'2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0095'THE STATION AT VERDEL, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD,
 NN0095'THENCE 0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE 0.4 MILE
 NN0095'NORTHWESTERLY ALONG AN OLD ABANDONED ROAD, ALONG AN EAST-WEST FENCE,
 NN0095'ABOUT 30 FEET EAST OF THE CENTER LINE OF A DRAW, 13 FEET EAST OF
 NN0095'THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTH OF THE FENCE, 2.3
 NN0095'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NN0095'AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0487 ***********************************************************************
 NM0487  DESIGNATION -  C 278
 NM0487  PID         -  NM0487
 NM0487  STATE/COUNTY-  NE/THURSTON
 NM0487  USGS QUAD   -  WALTHILL (1966)
 NM0487
 NM0487                         *CURRENT SURVEY CONTROL
 NM0487  ___________________________________________________________________
 NM0487* NAD 83(1986)-  42 14 16.     (N)    096 23 18.     (W)     SCALED    
 NM0487* NAVD 88     -       418.967  (meters)    1374.56   (feet)  ADJUSTED  
 NM0487  ___________________________________________________________________
 NM0487  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 NM0487  DYNAMIC HT  -         418.829 (meters)    1374.11  (feet)  COMP
 NM0487  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 NM0487
 NM0487  VERT ORDER  -  SECOND    CLASS 0
 NM0487
 NM0487.The horizontal coordinates were scaled from a topographic map and have
 NM0487.an estimated accuracy of +/- 6 seconds.
 NM0487
 NM0487.The orthometric height was determined by differential leveling
 NM0487.and adjusted by the National Geodetic Survey in June 1991..
 NM0487
 NM0487.The geoid height was determined by GEOID03.
 NM0487
 NM0487.The dynamic height is computed by dividing the NAVD 88
 NM0487.geopotential number by the normal gravity value computed on the
 NM0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0487.degrees latitude (g = 980.6199 gals.).
 NM0487
 NM0487.The modeled gravity was interpolated from observed gravity values.
 NM0487
 NM0487;                    North         East    Units  Estimated Accuracy
 NM0487;SPC NE       -   273,190.      797,950.      MT  (+/- 180 meters Scaled)
 NM0487
 NM0487                          SUPERSEDED SURVEY CONTROL
 NM0487
 NM0487  NGVD 29 (??/??/92)  418.815  (m)         1374.06   (f) ADJ UNCH    2 0
 NM0487
 NM0487.Superseded values are not recommended for survey control.
 NM0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0487.See file dsdata.txt to determine how the superseded data were derived.
 NM0487
 NM0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM154794(NAD 83)
 NM0487_MARKER: DB = BENCH MARK DISK
 NM0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0487_STAMPING: C 278 1949
 NM0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0487+STABILITY: SURFACE MOTION
 NM0487
 NM0487  HISTORY     - Date     Condition        Report By
 NM0487  HISTORY     - 1949     MONUMENTED       CGS
 NM0487
 NM0487                          STATION DESCRIPTION
 NM0487
 NM0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0487'3.8 MI NE FROM WINNEBAGO.
 NM0487'0.1 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE HOSPITAL AT
 NM0487'WINNEBAGO, THENCE 3.6 MILES EAST ALONG A GRADED DIRT ROAD,
 NM0487'THENCE 1.0 MILE NORTHEAST ALONG A GRADED DIRT ROAD, 56 FEET WEST
 NM0487'OF THE CENTER LINE OF THE ROAD, 9.0 FEET NORTHEAST OF AN 8-INCH
 NM0487'ELM WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 8.4 FEET
 NM0487'NORTHWEST OF AN 8-INCH OAK WITH A TRIANGULAR BLAZE ON THE EAST
 NM0487'SIDE OF THE TREE, 2.0 FEET NORTH OF A REFERENCE POST, AND SET
 NM0487'IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM0487'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0074 ***********************************************************************
 LH0074  DESIGNATION -  C 279 RESET
 LH0074  PID         -  LH0074
 LH0074  STATE/COUNTY-  NE/HALL
 LH0074  USGS QUAD   -  ABBOTT (1993)
 LH0074
 LH0074                         *CURRENT SURVEY CONTROL
 LH0074  ___________________________________________________________________
 LH0074* NAD 83(1986)-  40 54 10.     (N)    098 23 44.     (W)     SCALED    
 LH0074* NAVD 88     -       575.043  (meters)    1886.62   (feet)  ADJUSTED  
 LH0074  ___________________________________________________________________
 LH0074  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 LH0074  DYNAMIC HT  -         574.739 (meters)    1885.62  (feet)  COMP
 LH0074  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 LH0074
 LH0074  VERT ORDER  -  FIRST     CLASS II
 LH0074
 LH0074.The horizontal coordinates were scaled from a topographic map and have
 LH0074.an estimated accuracy of +/- 6 seconds.
 LH0074
 LH0074.The orthometric height was determined by differential leveling
 LH0074.and adjusted by the National Geodetic Survey in May 1993..
 LH0074
 LH0074.The geoid height was determined by GEOID03.
 LH0074
 LH0074.The dynamic height is computed by dividing the NAVD 88
 LH0074.geopotential number by the normal gravity value computed on the
 LH0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0074.degrees latitude (g = 980.6199 gals.).
 LH0074
 LH0074.The modeled gravity was interpolated from observed gravity values.
 LH0074
 LH0074;                    North         East    Units  Estimated Accuracy
 LH0074;SPC NE       -   119,990.      635,140.      MT  (+/- 180 meters Scaled)
 LH0074
 LH0074                          SUPERSEDED SURVEY CONTROL
 LH0074
 LH0074  NGVD 29 (02/14/92)  574.795  (m)         1885.81   (f) ADJUSTED    1 2
 LH0074
 LH0074.Superseded values are not recommended for survey control.
 LH0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0074.See file dsdata.txt to determine how the superseded data were derived.
 LH0074
 LH0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL509281(NAD 83)
 LH0074_MARKER: DV = VERTICAL CONTROL DISK
 LH0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0074_SP_SET: CONCRETE POST
 LH0074_STAMPING: C 279 RESET 1974
 LH0074_MARK LOGO: CGS   
 LH0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0074+STABILITY: SURFACE MOTION
 LH0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0074+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0074
 LH0074  HISTORY     - Date     Condition        Report By
 LH0074  HISTORY     - 1974     MONUMENTED       USDA
 LH0074  HISTORY     - 1990     GOOD             USPSQD
 LH0074  HISTORY     - 19910924 GOOD             NGS
 LH0074  HISTORY     - 20010810 GOOD             USPSQD
 LH0074
 LH0074                          STATION DESCRIPTION
 LH0074
 LH0074'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 1974
 LH0074'3.2 MI SW FROM GRAND ISLAND.
 LH0074'3.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0074'STATION AT GRAND ISLAND, 85 FEET SOUTHEAST OF THE CENTERLINE
 LH0074'OF U.S. HIGHWAY 30, 36.0 FEET NORTHWEST OF THE NORTHWEST RAIL
 LH0074'OF THE NORTHWEST SET OF TRACKS, 9.0 FEET EAST OF A METAL SIGNAL
 LH0074'CONTROL BUILDING, 3.0 FEET EAST OF DOUBLE POWER POLES, SET IN
 LH0074'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0074
 LH0074                          STATION RECOVERY (1990)
 LH0074
 LH0074'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0074'RECOVERED IN GOOD CONDITION.
 LH0074
 LH0074                          STATION RECOVERY (1991)
 LH0074
 LH0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0074'IN GRAND ISLAND, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 LH0074'AND STOLLEY PARK ROAD, 26.8 M (87.9 FT) SOUTHEAST OF THE CENTERLINE
 LH0074'OF OLD U.S. HIGHWAY 30, 25.3 M (83.0 FT) NORTHEAST OF THE CENTER OF
 LH0074'THE ROAD, 10.9 M (35.8 FT) NORTHWEST OF THE NEAR RAIL, 1.1 M (3.6 FT)
 LH0074'EAST OF A UTILITY POLE WITH 2 GUY CABLES, 1.1 M (3.6 FT) NORTH OF A
 LH0074'UTILITY POLE WITH 2 GUY CABLES, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 LH0074'TRACK, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT
 LH0074'IS FLUSH WITH THE GROUND SURFACE.
 LH0074
 LH0074                          STATION RECOVERY (2001)
 LH0074
 LH0074'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LH0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0002 ***********************************************************************
 NN0002  DESIGNATION -  C 280
 NN0002  PID         -  NN0002
 NN0002  STATE/COUNTY-  NE/BOYD
 NN0002  USGS QUAD   -  LYNCH (1950)
 NN0002
 NN0002                         *CURRENT SURVEY CONTROL
 NN0002  ___________________________________________________________________
 NN0002* NAD 83(1986)-  42 49 45.     (N)    098 29 08.     (W)     SCALED    
 NN0002* NAVD 88     -       429.833  (meters)    1410.21   (feet)  POSTED    
 NN0002  ___________________________________________________________________
 NN0002  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 NN0002  DYNAMIC HT  -         429.680 (meters)    1409.71  (feet)  COMP
 NN0002  MODELED GRAV-     980,247.1   (mgal)                       NAVD 88
 NN0002
 NN0002  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 NN0002
 NN0002.The horizontal coordinates were scaled from a topographic map and have
 NN0002.an estimated accuracy of +/- 6 seconds.
 NN0002
 NN0002.The orthometric height was determined by differential leveling
 NN0002.and adjusted by the National Geodetic Survey in 1992..
 NN0002.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 NN0002.rate of 2.1 thru 3.0 mm/km.
 NN0002
 NN0002.The geoid height was determined by GEOID03.
 NN0002
 NN0002.The dynamic height is computed by dividing the NAVD 88
 NN0002.geopotential number by the normal gravity value computed on the
 NN0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0002.degrees latitude (g = 980.6199 gals.).
 NN0002
 NN0002.The modeled gravity was interpolated from observed gravity values.
 NN0002
 NN0002;                    North         East    Units  Estimated Accuracy
 NN0002;SPC NE       -   333,730.      623,820.      MT  (+/- 180 meters Scaled)
 NN0002
 NN0002                          SUPERSEDED SURVEY CONTROL
 NN0002
 NN0002  NGVD 29 (??/??/92)  429.559  (m)         1409.31   (f) ADJ UNCH    2 0
 NN0002
 NN0002.Superseded values are not recommended for survey control.
 NN0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0002.See file dsdata.txt to determine how the superseded data were derived.
 NN0002
 NN0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN420419(NAD 83)
 NN0002_MARKER: DB = BENCH MARK DISK
 NN0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0002_SP_SET: BRIDGE
 NN0002_STAMPING: C 280 1949
 NN0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0002
 NN0002  HISTORY     - Date     Condition        Report By
 NN0002  HISTORY     - 1949     MONUMENTED       CGS
 NN0002
 NN0002                          STATION DESCRIPTION
 NN0002
 NN0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0002'0.8 MI W FROM LYNCH.
 NN0002'0.8 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0002'THE STATION AT LYNCH, AT STEEL SPAN BRIDGE F 206, IN THE SOUTHWEST
 NN0002'CORNER OF THE WEST CONCRETE PIER, SET IN THE SOUTH END OF THE
 NN0002'BLOCK SUPPORTING THE FLOOR SYSTEM, 3.2 FEET BELOW THE LEVEL
 NN0002'OF THE TRACK, AND 1.0 FOOT NORTH OF THE SOUTH EDGE OF THE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0334 ***********************************************************************
 ML0334  DESIGNATION -  C 281
 ML0334  PID         -  ML0334
 ML0334  STATE/COUNTY-  NE/HOWARD
 ML0334  USGS QUAD   -  BOELUS (1978)
 ML0334
 ML0334                         *CURRENT SURVEY CONTROL
 ML0334  ___________________________________________________________________
 ML0334* NAD 83(1986)-  41 03 39.     (N)    098 42 50.     (W)     SCALED    
 ML0334* NAVD 88     -       585.874  (meters)    1922.15   (feet)  ADJUSTED  
 ML0334  ___________________________________________________________________
 ML0334  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 ML0334  DYNAMIC HT  -         585.575 (meters)    1921.17  (feet)  COMP
 ML0334  MODELED GRAV-     980,094.2   (mgal)                       NAVD 88
 ML0334
 ML0334  VERT ORDER  -  FIRST     CLASS II
 ML0334
 ML0334.The horizontal coordinates were scaled from a topographic map and have
 ML0334.an estimated accuracy of +/- 6 seconds.
 ML0334
 ML0334.The orthometric height was determined by differential leveling
 ML0334.and adjusted by the National Geodetic Survey in June 1991..
 ML0334
 ML0334.The geoid height was determined by GEOID03.
 ML0334
 ML0334.The dynamic height is computed by dividing the NAVD 88
 ML0334.geopotential number by the normal gravity value computed on the
 ML0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0334.degrees latitude (g = 980.6199 gals.).
 ML0334
 ML0334.The modeled gravity was interpolated from observed gravity values.
 ML0334
 ML0334;                    North         East    Units  Estimated Accuracy
 ML0334;SPC NE       -   137,090.      608,070.      MT  (+/- 180 meters Scaled)
 ML0334
 ML0334                          SUPERSEDED SURVEY CONTROL
 ML0334
 ML0334  NGVD 29 (??/??/92)  585.639  (m)         1921.38   (f) ADJ UNCH    1 2
 ML0334
 ML0334.Superseded values are not recommended for survey control.
 ML0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0334.See file dsdata.txt to determine how the superseded data were derived.
 ML0334
 ML0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL240455(NAD 83)
 ML0334_MARKER: DB = BENCH MARK DISK
 ML0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0334_STAMPING: C 281 1949
 ML0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0334+STABILITY: SURFACE MOTION
 ML0334
 ML0334  HISTORY     - Date     Condition        Report By
 ML0334  HISTORY     - 1949     MONUMENTED       CGS
 ML0334
 ML0334                          STATION DESCRIPTION
 ML0334
 ML0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0334'0.8 MI S FROM BOELUS.
 ML0334'0.85 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT BOELUS,
 ML0334'AT A T-JUNCTION OF ROADS, 0.2 MILE WEST OF THE NORTHEAST CORNER
 ML0334'OF SECTION 32, T. 13 N., R. 12 W., 222 FEET SOUTHWEST OF THE
 ML0334'SOUTHWEST CORNER OF A STEEL BRIDGE OVER A CANAL, 32 FEET SOUTH OF
 ML0334'THE CENTER LINE OF THE EAST-WEST ROAD, IN LINE WITH A ROW OF
 ML0334'EAST-WEST COTTONWOOD TREES AND BETWEEN THE THIRD AND FOURTH TREE
 ML0334'WEST OF THE EAST END OF THE ROW, SET IN THE TOP OF A CONCRETE POST
 ML0334'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND,
 ML0334'1.6 FEET EAST OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0469 ***********************************************************************
 ML0469  DESIGNATION -  C 282 RESET
 ML0469  PID         -  ML0469
 ML0469  STATE/COUNTY-  NE/HOWARD
 ML0469  USGS QUAD   -  DANNEBROG (1974)
 ML0469
 ML0469                         *CURRENT SURVEY CONTROL
 ML0469  ___________________________________________________________________
 ML0469* NAD 83(1986)-  41 03 41.     (N)    098 36 51.     (W)     SCALED    
 ML0469* NAVD 88     -       577.61   (meters)    1895.0    (feet)  RESET     
 ML0469  ___________________________________________________________________
 ML0469  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML0469
 ML0469  VERT ORDER  -  THIRD
 ML0469
 ML0469.The horizontal coordinates were scaled from a topographic map and have
 ML0469.an estimated accuracy of +/- 6 seconds.
 ML0469
 ML0469.The orthometric height was computed from unverified reset data.
 ML0469
 ML0469.The geoid height was determined by GEOID03.
 ML0469
 ML0469;                    North         East    Units  Estimated Accuracy
 ML0469;SPC NE       -   137,280.      616,450.      MT  (+/- 180 meters Scaled)
 ML0469
 ML0469                          SUPERSEDED SURVEY CONTROL
 ML0469
 ML0469  NGVD 29 (??/??/??)  577.38   (m)         1894.3    (f) RESET       3  
 ML0469
 ML0469.Superseded values are not recommended for survey control.
 ML0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0469.See file dsdata.txt to determine how the superseded data were derived.
 ML0469
 ML0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL324456(NAD 83)
 ML0469_MARKER: DB = BENCH MARK DISK
 ML0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0469_STAMPING: C 282 RESET 1958
 ML0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0469+STABILITY: SURFACE MOTION
 ML0469
 ML0469  HISTORY     - Date     Condition        Report By
 ML0469  HISTORY     - 1958     MONUMENTED       CGS
 ML0469  HISTORY     - 1980     MARK NOT FOUND   NEDR
 ML0469
 ML0469                          STATION DESCRIPTION
 ML0469
 ML0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ML0469'5.3 MI E FROM BOELUS.
 ML0469'5.3 MILES EAST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0469'RAILROAD STATION AT BOELUS, THENCE 1.0 MILE SOUTH ALONG STATE
 ML0469'HIGHWAY NO. 60, AT THE NORTHEAST CORNER OF SECTION 31, T 13 N,
 ML0469'R 11 W., IN THE SOUTHWEST QUARTER OF A ROAD CROSSING, 62 FEET
 ML0469'WEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET SOUTH OF THE
 ML0469'CENTERLINE OF A FIELD ROAD LEADING WEST INTO A PASTURE FIELD,
 ML0469'3.6 FEET NORTHEAST OF A 3-WAY CORNER FENCE POST, 1.8 FEET EAST
 ML0469'OF A NORTH-SOUTH FENCE, 3.6 FEET NORTH OF AN EAST-WEST FENCE,
 ML0469'1 FOOT NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0469'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 ML0469'GROUND, AND 0.5 MILE SOUTH OF THE SOUTH END OF A BRIDGE OVER
 ML0469'THE MIDDLE LOUP RIVER.  NOTE-- MOVED WEST 45 FEET AND IS NOW 100
 ML0469'FEET WEST OF THE CENTERLINE OF HIGHWAY 60.  DISK PLACED INTO
 ML0469'NEAR 5 FEET OF CONCRETE FOOTING.
 ML0469
 ML0469                          STATION RECOVERY (1980)
 ML0469
 ML0469'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1980
 ML0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0440 ***********************************************************************
 ML0440  DESIGNATION -  C 283
 ML0440  PID         -  ML0440
 ML0440  STATE/COUNTY-  NE/HOWARD
 ML0440  USGS QUAD   -  NYSTED (1974)
 ML0440
 ML0440                         *CURRENT SURVEY CONTROL
 ML0440  ___________________________________________________________________
 ML0440* NAD 83(1986)-  41 12 36.     (N)    098 36 49.     (W)     SCALED    
 ML0440* NAVD 88     -       597.693  (meters)    1960.93   (feet)  ADJUSTED  
 ML0440  ___________________________________________________________________
 ML0440  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 ML0440  DYNAMIC HT  -         597.392 (meters)    1959.94  (feet)  COMP
 ML0440  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 ML0440
 ML0440  VERT ORDER  -  SECOND    CLASS 0
 ML0440
 ML0440.The horizontal coordinates were scaled from a topographic map and have
 ML0440.an estimated accuracy of +/- 6 seconds.
 ML0440
 ML0440.The orthometric height was determined by differential leveling
 ML0440.and adjusted by the National Geodetic Survey in June 1991..
 ML0440
 ML0440.The geoid height was determined by GEOID03.
 ML0440
 ML0440.The dynamic height is computed by dividing the NAVD 88
 ML0440.geopotential number by the normal gravity value computed on the
 ML0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0440.degrees latitude (g = 980.6199 gals.).
 ML0440
 ML0440.The modeled gravity was interpolated from observed gravity values.
 ML0440
 ML0440;                    North         East    Units  Estimated Accuracy
 ML0440;SPC NE       -   153,780.      616,230.      MT  (+/- 180 meters Scaled)
 ML0440
 ML0440                          SUPERSEDED SURVEY CONTROL
 ML0440
 ML0440  NGVD 29 (??/??/92)  597.442  (m)         1960.11   (f) ADJ UNCH    2 0
 ML0440
 ML0440.Superseded values are not recommended for survey control.
 ML0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0440.See file dsdata.txt to determine how the superseded data were derived.
 ML0440
 ML0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL323621(NAD 83)
 ML0440_MARKER: DB = BENCH MARK DISK
 ML0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0440_STAMPING: C 283 1949
 ML0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0440+STABILITY: SURFACE MOTION
 ML0440
 ML0440  HISTORY     - Date     Condition        Report By
 ML0440  HISTORY     - 1949     MONUMENTED       CGS
 ML0440
 ML0440                          STATION DESCRIPTION
 ML0440
 ML0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0440'1.4 MI SE FROM FARWELL.
 ML0440'0.7 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0440'FROM THE STATION AT FARWELL, THENCE 0.7 MILE SOUTH ALONG A
 ML0440'COUNTY ROAD, 0.3 MILE NORTH OF THE SOUTHEAST CORNER OF SECTION
 ML0440'6, T. 14 N., R. 11 W., 20 FEET WEST OF THE CENTER LINE OF THE
 ML0440'ROAD, 3.3 FEET SOUTH OF A 3-WAY CORNER FENCE POST, 1 FOOT EAST
 ML0440'OF A FENCE, 1.8 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 ML0440'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 ML0440'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0338 ***********************************************************************
 ML0338  DESIGNATION -  C 284
 ML0338  PID         -  ML0338
 ML0338  STATE/COUNTY-  NE/BUFFALO
 ML0338  USGS QUAD   -  BOELUS (1978)
 ML0338
 ML0338                         *CURRENT SURVEY CONTROL
 ML0338  ___________________________________________________________________
 ML0338* NAD 83(1986)-  41 01 26.     (N)    098 44 26.     (W)     SCALED    
 ML0338* NAVD 88     -       590.523  (meters)    1937.41   (feet)  ADJUSTED  
 ML0338  ___________________________________________________________________
 ML0338  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 ML0338  DYNAMIC HT  -         590.213 (meters)    1936.39  (feet)  COMP
 ML0338  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 ML0338
 ML0338  VERT ORDER  -  FIRST     CLASS II
 ML0338
 ML0338.The horizontal coordinates were scaled from a topographic map and have
 ML0338.an estimated accuracy of +/- 6 seconds.
 ML0338
 ML0338.The orthometric height was determined by differential leveling
 ML0338.and adjusted by the National Geodetic Survey in June 1991..
 ML0338
 ML0338.The geoid height was determined by GEOID03.
 ML0338
 ML0338.The dynamic height is computed by dividing the NAVD 88
 ML0338.geopotential number by the normal gravity value computed on the
 ML0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0338.degrees latitude (g = 980.6199 gals.).
 ML0338
 ML0338.The modeled gravity was interpolated from observed gravity values.
 ML0338
 ML0338;                    North         East    Units  Estimated Accuracy
 ML0338;SPC NE       -   132,950.      605,890.      MT  (+/- 180 meters Scaled)
 ML0338
 ML0338                          SUPERSEDED SURVEY CONTROL
 ML0338
 ML0338  NGVD 29 (??/??/92)  590.281  (m)         1936.61   (f) ADJ UNCH    1 2
 ML0338
 ML0338.Superseded values are not recommended for survey control.
 ML0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0338.See file dsdata.txt to determine how the superseded data were derived.
 ML0338
 ML0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218414(NAD 83)
 ML0338_MARKER: DB = BENCH MARK DISK
 ML0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0338_STAMPING: C 284 1949
 ML0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0338+STABILITY: SURFACE MOTION
 ML0338
 ML0338  HISTORY     - Date     Condition        Report By
 ML0338  HISTORY     - 1949     MONUMENTED       CGS
 ML0338
 ML0338                          STATION DESCRIPTION
 ML0338
 ML0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0338'AT ST MICHAEL.
 ML0338'AT ST. MICHAEL, 0.45 MILE EAST ALONG A COUNTY ROAD FROM THE PUBLIC
 ML0338'SCHOOL, AT A RAILROAD CROSSING, 170 FEET SOUTH OF THE SOUTH RAIL
 ML0338'OF THE TRACK, 102 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 ML0338'WEST FROM THE CROSSING, 68 FEET SOUTH OF A CORNER FENCE POST, 18
 ML0338'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING SOUTH TO A
 ML0338'FARMHOUSE, 4 FEET NORTH OF A POWER LINE POLE, 1 FOOT EAST OF A
 ML0338'FENCE, 1.3 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 ML0338'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 ML0338'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0183 ***********************************************************************
 LH0183  DESIGNATION -  C 285
 LH0183  PID         -  LH0183
 LH0183  STATE/COUNTY-  NE/HALL
 LH0183  USGS QUAD   -  ABBOTT (1993)
 LH0183
 LH0183                         *CURRENT SURVEY CONTROL
 LH0183  ___________________________________________________________________
 LH0183* NAD 83(1986)-  40 58 28.     (N)    098 27 19.     (W)     SCALED    
 LH0183* NAVD 88     -       575.600  (meters)    1888.45   (feet)  ADJUSTED  
 LH0183  ___________________________________________________________________
 LH0183  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 LH0183  DYNAMIC HT  -         575.301 (meters)    1887.47  (feet)  COMP
 LH0183  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 LH0183
 LH0183  VERT ORDER  -  SECOND    CLASS 0
 LH0183
 LH0183.The horizontal coordinates were scaled from a topographic map and have
 LH0183.an estimated accuracy of +/- 6 seconds.
 LH0183
 LH0183.The orthometric height was determined by differential leveling
 LH0183.and adjusted by the National Geodetic Survey in June 1991..
 LH0183
 LH0183.The geoid height was determined by GEOID03.
 LH0183
 LH0183.The dynamic height is computed by dividing the NAVD 88
 LH0183.geopotential number by the normal gravity value computed on the
 LH0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0183.degrees latitude (g = 980.6199 gals.).
 LH0183
 LH0183.The modeled gravity was interpolated from observed gravity values.
 LH0183
 LH0183;                    North         East    Units  Estimated Accuracy
 LH0183;SPC NE       -   127,860.      629,970.      MT  (+/- 180 meters Scaled)
 LH0183
 LH0183                          SUPERSEDED SURVEY CONTROL
 LH0183
 LH0183  NGVD 29 (??/??/92)  575.359  (m)         1887.66   (f) ADJ UNCH    2 0
 LH0183
 LH0183.Superseded values are not recommended for survey control.
 LH0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0183.See file dsdata.txt to determine how the superseded data were derived.
 LH0183
 LH0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL458360(NAD 83)
 LH0183_MARKER: DB = BENCH MARK DISK
 LH0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0183_STAMPING: C 285 1949
 LH0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0183+STABILITY: SURFACE MOTION
 LH0183
 LH0183  HISTORY     - Date     Condition        Report By
 LH0183  HISTORY     - 1949     MONUMENTED       CGS
 LH0183
 LH0183                          STATION DESCRIPTION
 LH0183
 LH0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0183'0.4 MI N FROM OVINA.
 LH0183'0.4 MILE NORTH ALONG A COUNTY ROAD FROM THE OVINA STATION SIGN
 LH0183'AT OVINA, AT THE NORTHWEST CORNER OF SECTION 33, T. 12 N.,
 LH0183'R. 10 W., IN THE SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING,
 LH0183'149 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 30 FEET
 LH0183'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.3 FEET WEST
 LH0183'OF A FENCE, 1.2 FEET NORTH OF A REFERENCE POST, SET IN THE TOP
 LH0183'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0183'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0103 ***********************************************************************
 LH0103  DESIGNATION -  C 286
 LH0103  PID         -  LH0103
 LH0103  STATE/COUNTY-  NE/HALL
 LH0103  USGS QUAD   -  ALDA (1993)
 LH0103
 LH0103                         *CURRENT SURVEY CONTROL
 LH0103  ___________________________________________________________________
 LH0103* NAD 83(1986)-  40 46 16.     (N)    098 25 26.     (W)     SCALED    
 LH0103* NAVD 88     -       581.470  (meters)    1907.71   (feet)  ADJUSTED  
 LH0103  ___________________________________________________________________
 LH0103  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 LH0103  DYNAMIC HT  -         581.156 (meters)    1906.68  (feet)  COMP
 LH0103  MODELED GRAV-     980,065.0   (mgal)                       NAVD 88
 LH0103
 LH0103  VERT ORDER  -  SECOND    CLASS 0
 LH0103
 LH0103.The horizontal coordinates were scaled from a topographic map and have
 LH0103.an estimated accuracy of +/- 6 seconds.
 LH0103
 LH0103.The orthometric height was determined by differential leveling
 LH0103.and adjusted by the National Geodetic Survey in June 1991..
 LH0103
 LH0103.The geoid height was determined by GEOID03.
 LH0103
 LH0103.The dynamic height is computed by dividing the NAVD 88
 LH0103.geopotential number by the normal gravity value computed on the
 LH0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0103.degrees latitude (g = 980.6199 gals.).
 LH0103
 LH0103.The modeled gravity was interpolated from observed gravity values.
 LH0103
 LH0103;                    North         East    Units  Estimated Accuracy
 LH0103;SPC NE       -   105,330.      633,020.      MT  (+/- 180 meters Scaled)
 LH0103
 LH0103                          SUPERSEDED SURVEY CONTROL
 LH0103
 LH0103  NGVD 29 (??/??/92)  581.228  (m)         1906.91   (f) ADJ UNCH    2 0
 LH0103
 LH0103.Superseded values are not recommended for survey control.
 LH0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0103.See file dsdata.txt to determine how the superseded data were derived.
 LH0103
 LH0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL486135(NAD 83)
 LH0103_MARKER: DB = BENCH MARK DISK
 LH0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0103_STAMPING: C 286 1949
 LH0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0103+STABILITY: SURFACE MOTION
 LH0103
 LH0103  HISTORY     - Date     Condition        Report By
 LH0103  HISTORY     - 1949     MONUMENTED       CGS
 LH0103
 LH0103                          STATION DESCRIPTION
 LH0103
 LH0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0103'3.9 MI W FROM DONIPHAN.
 LH0103'0.35 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE UNION PACIFIC
 LH0103'RAILROAD STATION AT DONIPHAN, THENCE 2.55 MILES WEST ALONG A
 LH0103'GRAVELED ROAD, AT THE FARM HOME OF J.E. BLEVINS AND OCCUPIED BY
 LH0103'C.M. MARKHAM, 144 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 LH0103'ROAD, 83.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 LH0103'20 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 3.4 FEET
 LH0103'NORTHWEST OF THE NORTHEAST LEG OF THE WINDMILL, AND SET IN THE
 LH0103'TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LH0103'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0485 ***********************************************************************
 LH0485  DESIGNATION -  C 287
 LH0485  PID         -  LH0485
 LH0485  STATE/COUNTY-  NE/BUFFALO
 LH0485  USGS QUAD   -  DENMAN (1993)
 LH0485
 LH0485                         *CURRENT SURVEY CONTROL
 LH0485  ___________________________________________________________________
 LH0485* NAD 83(1986)-  40 44 32.     (N)    098 44 26.     (W)     SCALED    
 LH0485* NAVD 88     -       613.566  (meters)    2013.01   (feet)  ADJUSTED  
 LH0485  ___________________________________________________________________
 LH0485  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 LH0485  DYNAMIC HT  -         613.227 (meters)    2011.90  (feet)  COMP
 LH0485  MODELED GRAV-     980,052.6   (mgal)                       NAVD 88
 LH0485
 LH0485  VERT ORDER  -  SECOND    CLASS 0
 LH0485
 LH0485.The horizontal coordinates were scaled from a topographic map and have
 LH0485.an estimated accuracy of +/- 6 seconds.
 LH0485
 LH0485.The orthometric height was determined by differential leveling
 LH0485.and adjusted by the National Geodetic Survey in June 1991..
 LH0485
 LH0485.The geoid height was determined by GEOID03.
 LH0485
 LH0485.The dynamic height is computed by dividing the NAVD 88
 LH0485.geopotential number by the normal gravity value computed on the
 LH0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0485.degrees latitude (g = 980.6199 gals.).
 LH0485
 LH0485.The modeled gravity was interpolated from observed gravity values.
 LH0485
 LH0485;                    North         East    Units  Estimated Accuracy
 LH0485;SPC NE       -   101,690.      606,350.      MT  (+/- 180 meters Scaled)
 LH0485
 LH0485                          SUPERSEDED SURVEY CONTROL
 LH0485
 LH0485  NGVD 29 (??/??/92)  613.311  (m)         2012.17   (f) ADJ UNCH    2 0
 LH0485
 LH0485.Superseded values are not recommended for survey control.
 LH0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0485.See file dsdata.txt to determine how the superseded data were derived.
 LH0485
 LH0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL219101(NAD 83)
 LH0485_MARKER: DB = BENCH MARK DISK
 LH0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0485_STAMPING: C 287 1949
 LH0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0485+STABILITY: SURFACE MOTION
 LH0485
 LH0485  HISTORY     - Date     Condition        Report By
 LH0485  HISTORY     - 1949     MONUMENTED       CGS
 LH0485
 LH0485                          STATION DESCRIPTION
 LH0485
 LH0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0485'2.8 MI SW FROM SHELTON.
 LH0485'0.35 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0485'STATION AT SHELTON, THENCE 2.5 MILES SOUTH ALONG A GRAVELED
 LH0485'ROAD, 83 FEET WEST OF THE NORTH-SOUTH ROAD, 32 FEET SOUTH OF THE
 LH0485'CENTER LINE OF A T ROAD LEADING WEST, 45 FEET WEST OF THE CENTER
 LH0485'OF A WIRE GATE, 34 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE
 LH0485'ROAD LEADING SOUTHWEST THROUGH A PASTURE, 2.0 FEET SOUTH OF A
 LH0485'FENCE, 2.8 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 LH0485'6-FOOT CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0332 ***********************************************************************
 LH0332  DESIGNATION -  C 288
 LH0332  PID         -  LH0332
 LH0332  STATE/COUNTY-  NE/ADAMS
 LH0332  USGS QUAD   -  HOLSTEIN (1969)
 LH0332
 LH0332                         *CURRENT SURVEY CONTROL
 LH0332  ___________________________________________________________________
 LH0332* NAD 83(1986)-  40 28 20.     (N)    098 43 24.     (W)     SCALED    
 LH0332* NAVD 88     -       617.668  (meters)    2026.47   (feet)  ADJUSTED  
 LH0332  ___________________________________________________________________
 LH0332  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 LH0332  DYNAMIC HT  -         617.307 (meters)    2025.28  (feet)  COMP
 LH0332  MODELED GRAV-     980,019.5   (mgal)                       NAVD 88
 LH0332
 LH0332  VERT ORDER  -  SECOND    CLASS 0
 LH0332
 LH0332.The horizontal coordinates were scaled from a topographic map and have
 LH0332.an estimated accuracy of +/- 6 seconds.
 LH0332
 LH0332.The orthometric height was determined by differential leveling
 LH0332.and adjusted by the National Geodetic Survey in June 1991..
 LH0332
 LH0332.The geoid height was determined by GEOID03.
 LH0332
 LH0332.The dynamic height is computed by dividing the NAVD 88
 LH0332.geopotential number by the normal gravity value computed on the
 LH0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0332.degrees latitude (g = 980.6199 gals.).
 LH0332
 LH0332.The modeled gravity was interpolated from observed gravity values.
 LH0332
 LH0332;                    North         East    Units  Estimated Accuracy
 LH0332;SPC NE       -    71,740.      608,240.      MT  (+/- 180 meters Scaled)
 LH0332
 LH0332                          SUPERSEDED SURVEY CONTROL
 LH0332
 LH0332  NGVD 29 (??/??/92)  617.420  (m)         2025.65   (f) ADJ UNCH    2 0
 LH0332
 LH0332.Superseded values are not recommended for survey control.
 LH0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0332.See file dsdata.txt to determine how the superseded data were derived.
 LH0332
 LH0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK234802(NAD 83)
 LH0332_MARKER: DB = BENCH MARK DISK
 LH0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0332_STAMPING: C 288 1949
 LH0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0332+STABILITY: SURFACE MOTION
 LH0332
 LH0332  HISTORY     - Date     Condition        Report By
 LH0332  HISTORY     - 1949     MONUMENTED       CGS
 LH0332
 LH0332                          STATION DESCRIPTION
 LH0332
 LH0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0332'3.8 MI W FROM HOLSTEIN.
 LH0332'3.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0332'FROM THE WATER TOWER AT HOLSTEIN, 93.0 FEET EAST OF A NORTH-SOUTH
 LH0332'FENCE LINE WHICH IS THE ADAMS AND KEARNEY COUNTY LINE, 66.0
 LH0332'FEET NORTH OF THE NORTH RAIL, 53.0 FEET NORTHEAST OF THE NORTH
 LH0332'END OF A 36-INCH CONCRETE TUBE CULVERT UNDER THE RAILROAD,
 LH0332'20.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1.6 FEET SOUTH OF A
 LH0332'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 LH0332'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0454 ***********************************************************************
 LH0454  DESIGNATION -  C 289
 LH0454  PID         -  LH0454
 LH0454  STATE/COUNTY-  NE/KEARNEY
 LH0454  USGS QUAD   -  GIBBON SOUTH (1993)
 LH0454
 LH0454                         *CURRENT SURVEY CONTROL
 LH0454  ___________________________________________________________________
 LH0454* NAD 83(1986)-  40 39 44.     (N)    098 50 49.     (W)     SCALED    
 LH0454* NAVD 88     -       627.951  (meters)    2060.20   (feet)  ADJUSTED  
 LH0454  ___________________________________________________________________
 LH0454  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 LH0454  DYNAMIC HT  -         627.596 (meters)    2059.04  (feet)  COMP
 LH0454  MODELED GRAV-     980,038.4   (mgal)                       NAVD 88
 LH0454
 LH0454  VERT ORDER  -  SECOND    CLASS 0
 LH0454
 LH0454.The horizontal coordinates were scaled from a topographic map and have
 LH0454.an estimated accuracy of +/- 6 seconds.
 LH0454
 LH0454.The orthometric height was determined by differential leveling
 LH0454.and adjusted by the National Geodetic Survey in June 1991..
 LH0454
 LH0454.The geoid height was determined by GEOID03.
 LH0454
 LH0454.The dynamic height is computed by dividing the NAVD 88
 LH0454.geopotential number by the normal gravity value computed on the
 LH0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0454.degrees latitude (g = 980.6199 gals.).
 LH0454
 LH0454.The modeled gravity was interpolated from observed gravity values.
 LH0454
 LH0454;                    North         East    Units  Estimated Accuracy
 LH0454;SPC NE       -    92,680.      597,480.      MT  (+/- 180 meters Scaled)
 LH0454
 LH0454                          SUPERSEDED SURVEY CONTROL
 LH0454
 LH0454  NGVD 29 (??/??/92)  627.693  (m)         2059.36   (f) ADJ UNCH    2 0
 LH0454
 LH0454.Superseded values are not recommended for survey control.
 LH0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0454.See file dsdata.txt to determine how the superseded data were derived.
 LH0454
 LH0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL129012(NAD 83)
 LH0454_MARKER: DB = BENCH MARK DISK
 LH0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0454_STAMPING: C 289 1949
 LH0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0454+STABILITY: SURFACE MOTION
 LH0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0454+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 LH0454
 LH0454  HISTORY     - Date     Condition        Report By
 LH0454  HISTORY     - 1949     MONUMENTED       CGS
 LH0454  HISTORY     - 1973     GOOD             NGS
 LH0454  HISTORY     - 20060512 GOOD             NEDR
 LH0454
 LH0454                          STATION DESCRIPTION
 LH0454
 LH0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0454'5.9 MI S FROM GIBBON.
 LH0454'5.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0454'GIBBON, AT THE FARM HOME OF G.T. ROSS, 100.0 FEET SOUTH OF THE
 LH0454'SOUTHWEST CORNER OF THE HOUSE, 82 FEET EAST OF THE CENTER LINE
 LH0454'OF A NORTH-SOUTH ROAD, 51 FEET SOUTH OF THE CENTER LINE OF A
 LH0454'PRIVATE DRIVEWAY, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 LH0454'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0454
 LH0454                          STATION RECOVERY (1973)
 LH0454
 LH0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LH0454'RECOVERED IN GOOD CONDITION.
 LH0454
 LH0454                          STATION RECOVERY (2006)
 LH0454
 LH0454'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0337 ***********************************************************************
 NO0337  DESIGNATION -  C 29
 NO0337  PID         -  NO0337
 NO0337  STATE/COUNTY-  NE/CHERRY
 NO0337  USGS QUAD   -  WILD MARE LAKE SW (1990)
 NO0337
 NO0337                         *CURRENT SURVEY CONTROL
 NO0337  ___________________________________________________________________
 NO0337* NAD 83(1986)-  42 33 22.     (N)    101 41 06.     (W)     SCALED    
 NO0337* NAVD 88     -      1063.953  (meters)    3490.65   (feet)  ADJUSTED  
 NO0337  ___________________________________________________________________
 NO0337  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 NO0337  DYNAMIC HT  -        1063.434 (meters)    3488.95  (feet)  COMP
 NO0337  MODELED GRAV-     980,096.8   (mgal)                       NAVD 88
 NO0337
 NO0337  VERT ORDER  -  SECOND    CLASS 0
 NO0337
 NO0337.The horizontal coordinates were scaled from a topographic map and have
 NO0337.an estimated accuracy of +/- 6 seconds.
 NO0337
 NO0337.The orthometric height was determined by differential leveling
 NO0337.and adjusted by the National Geodetic Survey in June 1991..
 NO0337
 NO0337.The geoid height was determined by GEOID03.
 NO0337
 NO0337.The dynamic height is computed by dividing the NAVD 88
 NO0337.geopotential number by the normal gravity value computed on the
 NO0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0337.degrees latitude (g = 980.6199 gals.).
 NO0337
 NO0337.The modeled gravity was interpolated from observed gravity values.
 NO0337
 NO0337;                    North         East    Units  Estimated Accuracy
 NO0337;SPC NE       -   303,660.      361,650.      MT  (+/- 180 meters Scaled)
 NO0337
 NO0337                          SUPERSEDED SURVEY CONTROL
 NO0337
 NO0337  NGVD 29 (??/??/92) 1063.509  (m)         3489.20   (f) ADJ UNCH    2 0
 NO0337
 NO0337.Superseded values are not recommended for survey control.
 NO0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0337.See file dsdata.txt to determine how the superseded data were derived.
 NO0337
 NO0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN795150(NAD 83)
 NO0337_MARKER: DB = BENCH MARK DISK
 NO0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0337_STAMPING: C 29 1934
 NO0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0337+STABILITY: SURFACE MOTION
 NO0337
 NO0337  HISTORY     - Date     Condition        Report By
 NO0337  HISTORY     - 1934     MONUMENTED       CGS
 NO0337  HISTORY     - 1948     GOOD             NGS
 NO0337  HISTORY     - 19880701 MARK NOT FOUND   USGS
 NO0337
 NO0337                          STATION DESCRIPTION
 NO0337
 NO0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0337'30.1 MI S FROM MERRIMAN.
 NO0337'30.1 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0337'COUNTY, 10 YARDS WEST OF A WIRE FENCE, AND IN LINE WITH AN
 NO0337'EAST-AND-WEST SECTION-LINE FENCE.  A STANDARD DISK, STAMPED C
 NO0337'29 1934 AND SET IN THE TOP OF A CONCRETE POST.  25.6 MILES
 NO0337'(AIR LINE) SOUTH OF MERRIMAN 1.5 MILES SOUTHWEST ALONG TRAIL
 NO0337'FROM CLIFFORD BRIDGE OVER SNAKE RIVER, 0.3 MILES WEST ALONG FENCE
 NO0337'FROM CLIFFORD CREEK, NEAR QUARTER CORNER BETWEEN SECS. 20 AND
 NO0337'29, T. 30 N., R. 37 W., ON THE WEST SIDE OF TRAIL, 30 FEET WEST
 NO0337'ALONG SECTION-LINE FROM WIRE GATE.
 NO0337
 NO0337                          STATION RECOVERY (1988)
 NO0337
 NO0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0387 ***********************************************************************
 ML0387  DESIGNATION -  C 290
 ML0387  PID         -  ML0387
 ML0387  STATE/COUNTY-  NE/SHERMAN
 ML0387  USGS QUAD   -  RAVENNA (1953)
 ML0387
 ML0387                         *CURRENT SURVEY CONTROL
 ML0387  ___________________________________________________________________
 ML0387* NAD 83(1986)-  41 05 00.     (N)    098 52 54.     (W)     SCALED    
 ML0387* NAVD 88     -       641.431  (meters)    2104.43   (feet)  ADJUSTED  
 ML0387  ___________________________________________________________________
 ML0387  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ML0387  DYNAMIC HT  -         641.094 (meters)    2103.32  (feet)  COMP
 ML0387  MODELED GRAV-     980,077.9   (mgal)                       NAVD 88
 ML0387
 ML0387  VERT ORDER  -  SECOND    CLASS 0
 ML0387
 ML0387.The horizontal coordinates were scaled from a topographic map and have
 ML0387.an estimated accuracy of +/- 6 seconds.
 ML0387
 ML0387.The orthometric height was determined by differential leveling
 ML0387.and adjusted by the National Geodetic Survey in June 1991..
 ML0387
 ML0387.The geoid height was determined by GEOID03.
 ML0387
 ML0387.The dynamic height is computed by dividing the NAVD 88
 ML0387.geopotential number by the normal gravity value computed on the
 ML0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0387.degrees latitude (g = 980.6199 gals.).
 ML0387
 ML0387.The modeled gravity was interpolated from observed gravity values.
 ML0387
 ML0387;                    North         East    Units  Estimated Accuracy
 ML0387;SPC NE       -   139,390.      593,940.      MT  (+/- 180 meters Scaled)
 ML0387
 ML0387                          SUPERSEDED SURVEY CONTROL
 ML0387
 ML0387  NGVD 29 (??/??/92)  641.186  (m)         2103.62   (f) ADJ UNCH    2 0
 ML0387
 ML0387.Superseded values are not recommended for survey control.
 ML0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0387.See file dsdata.txt to determine how the superseded data were derived.
 ML0387
 ML0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL099480(NAD 83)
 ML0387_MARKER: DB = BENCH MARK DISK
 ML0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0387_STAMPING: C 290 1949
 ML0387_MARK LOGO: CGS   
 ML0387_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0387+STABILITY: SURFACE MOTION
 ML0387
 ML0387  HISTORY     - Date     Condition        Report By
 ML0387  HISTORY     - 1949     MONUMENTED       CGS
 ML0387  HISTORY     - 19950606 GOOD             NGS
 ML0387
 ML0387                          STATION DESCRIPTION
 ML0387
 ML0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0387'4.7 MI SW FROM ROCKVILLE.
 ML0387'4.7 MILES SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 ML0387'AT ROCKVILLE, 0.1 MILE NORTH OF A FARMHOUSE, 34 FEET EAST OF
 ML0387'THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTHWEST OF A ROW OF
 ML0387'LOCUST TREES, 3.4 FEET EAST OF A FENCE CORNER, 2.0 FEET WEST
 ML0387'OF A WITNESS POST, SET IN THE TOP OF A 5 FOOT CONCRETE POST WHICH
 ML0387'IS FLUSH WITH THE GROUND.
 ML0387
 ML0387                          STATION RECOVERY (1995)
 ML0387
 ML0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0387'MARK WAS RECOVERED IN GOOD CONDITION.  NOTE-4.7 MILES SOUTHWEST ALONG
 ML0387'STATE HIGHWAY 68 FROM THE POST OFFICE AT ROCKVILLE, 0.1 MILE (0.2 KM)
 ML0387'NORTH OF A FARMHOUSE, 33.5 FEET (10.2 M) EAST OF THE CENTERLINE OF THE
 ML0387'COUNTY ROAD, 2.7 FEET (0.8 M) SOUTHEAST OF END POST OF FENCE LEADING
 ML0387'EAST, 43.7 FEET (13.3 M) NORTH NORTHWEST OF CORNER OF METAL QUANSET
 ML0387'SHED, 0.8 FEET (24.4 CM) SOUTH OF FIGERGLASS WITNESS POST, SET IN THE
 ML0387'TOP OF A 5 FOOT (1.5 M) CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0447 ***********************************************************************
 ML0447  DESIGNATION -  C 291
 ML0447  PID         -  ML0447
 ML0447  STATE/COUNTY-  NE/BUFFALO
 ML0447  USGS QUAD   -  ROCKVILLE (1978)
 ML0447
 ML0447                         *CURRENT SURVEY CONTROL
 ML0447  ___________________________________________________________________
 ML0447* NAD 83(1986)-  41 00 11.     (N)    098 46 09.     (W)     SCALED    
 ML0447* NAVD 88     -       616.694  (meters)    2023.27   (feet)  ADJUSTED  
 ML0447  ___________________________________________________________________
 ML0447  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 ML0447  DYNAMIC HT  -         616.366 (meters)    2022.19  (feet)  COMP
 ML0447  MODELED GRAV-     980,072.4   (mgal)                       NAVD 88
 ML0447
 ML0447  VERT ORDER  -  SECOND    CLASS 0
 ML0447
 ML0447.The horizontal coordinates were scaled from a topographic map and have
 ML0447.an estimated accuracy of +/- 6 seconds.
 ML0447
 ML0447.The orthometric height was determined by differential leveling
 ML0447.and adjusted by the National Geodetic Survey in June 1991..
 ML0447
 ML0447.The geoid height was determined by GEOID03.
 ML0447
 ML0447.The dynamic height is computed by dividing the NAVD 88
 ML0447.geopotential number by the normal gravity value computed on the
 ML0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0447.degrees latitude (g = 980.6199 gals.).
 ML0447
 ML0447.The modeled gravity was interpolated from observed gravity values.
 ML0447
 ML0447;                    North         East    Units  Estimated Accuracy
 ML0447;SPC NE       -   130,610.      603,520.      MT  (+/- 180 meters Scaled)
 ML0447
 ML0447                          SUPERSEDED SURVEY CONTROL
 ML0447
 ML0447  NGVD 29 (??/??/92)  616.446  (m)         2022.46   (f) ADJ UNCH    2 0
 ML0447
 ML0447.Superseded values are not recommended for survey control.
 ML0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0447.See file dsdata.txt to determine how the superseded data were derived.
 ML0447
 ML0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL194391(NAD 83)
 ML0447_MARKER: DB = BENCH MARK DISK
 ML0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0447_SP_SET: CONCRETE POST
 ML0447_STAMPING: C 291 1949
 ML0447_MARK LOGO: CGS   
 ML0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0447+STABILITY: SURFACE MOTION
 ML0447
 ML0447  HISTORY     - Date     Condition        Report By
 ML0447  HISTORY     - 1949     MONUMENTED       CGS
 ML0447  HISTORY     - 19920915 GOOD             NEDR
 ML0447
 ML0447                          STATION DESCRIPTION
 ML0447
 ML0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0447'2.4 MI SW FROM ST MICHAEL.
 ML0447'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 ML0447'ST. MICHAEL, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY NO. 2, 0.5
 ML0447'MILE WEST OF THE NORTHEAST CORNER OF SECTION 22, T. 12 N.,
 ML0447'R. 13 W., IN THE NORTHWEST CORNER OF A FIELD, 43 FEET SOUTH OF
 ML0447'THE CENTER LINE OF THE HIGHWAY, 2.7 FEET SOUTHEAST OF A CORNER
 ML0447'FENCE POST, 2.1 FEET SOUTH OF AN EAST-WEST FENCE, 1.7 FEET EAST
 ML0447'OF A NORTH-SOUTH FENCE, 1.3 FEET WEST OF A REFERENCE POST, SET
 ML0447'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0447'0.2 FOOT ABOVE THE GROUND.
 ML0447
 ML0447                          STATION RECOVERY (1992)
 ML0447
 ML0447'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0447'MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0447'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1206 ***********************************************************************
 ML1206  DESIGNATION -  C 291 RESET
 ML1206  PID         -  ML1206
 ML1206  STATE/COUNTY-  NE/BUFFALO
 ML1206  USGS QUAD   -  ROCKVILLE (1978)
 ML1206
 ML1206                         *CURRENT SURVEY CONTROL
 ML1206  ___________________________________________________________________
 ML1206* NAD 83(1986)-  41 00 11.     (N)    098 46 09.     (W)     SCALED    
 ML1206* NAVD 88     -       616.92   (meters)    2024.0    (feet)  RESET     
 ML1206  ___________________________________________________________________
 ML1206  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 ML1206
 ML1206  VERT ORDER  -  THIRD
 ML1206
 ML1206.The horizontal coordinates were scaled from a topographic map and have
 ML1206.an estimated accuracy of +/- 6 seconds.
 ML1206
 ML1206.The orthometric height was computed from unverified reset data.
 ML1206.No vertical observational check was made to the station.
 ML1206
 ML1206.The geoid height was determined by GEOID03.
 ML1206
 ML1206;                    North         East    Units  Estimated Accuracy
 ML1206;SPC NE       -   130,610.      603,520.      MT  (+/- 180 meters Scaled)
 ML1206
 ML1206                          SUPERSEDED SURVEY CONTROL
 ML1206
 ML1206  NGVD 29 (08/02/06)  616.67   (m)         2023.2    (f) RESET       3  
 ML1206
 ML1206.Superseded values are not recommended for survey control.
 ML1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1206.See file dsdata.txt to determine how the superseded data were derived.
 ML1206
 ML1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL194391(NAD 83)
 ML1206_MARKER: DV = VERTICAL CONTROL DISK
 ML1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1206_SP_SET: CONCRETE POST
 ML1206_STAMPING: C 291 RESET 1992
 ML1206_MARK LOGO: NGS   
 ML1206_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1206+STABILITY: SURFACE MOTION
 ML1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1206+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1206
 ML1206  HISTORY     - Date     Condition        Report By
 ML1206  HISTORY     - 1992     MONUMENTED       NEDR
 ML1206
 ML1206                          STATION DESCRIPTION
 ML1206
 ML1206'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1206'ABOUT 12.87 KM (8.00 MI) EAST FROM RAVENNA, 4.18 KM (2.60 MI) WEST
 ML1206'FROM THE HALL BUFFALO COUNTY LINE, ON THE NORTH RIGHT-OF-WAY OF STATE
 ML1206'HIGHWAY 2 AND NEAR THE SOUTH 1/4 CORNER OF SEC15, T12N, R13W AT
 ML1206'HIGHWAY MILE MARKER 335.3, FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 ML1206'68, AT THE SOUTH EDGE OF RAVENNA, GO SOUTHEAST AND EAST ON HIGHWAY 2
 ML1206'FOR 12.87 KM (8.00 MI) TO THE MARK ON THE LEFT, OPPOSITE A FIELD
 ML1206'ENTRANCE ON THE RIGHT, IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 ML1206'PROJECTS ABOUT 0.1 FT (0.0 M) ABOVE THE GROUND SURFACE.  IT IS 22.56
 ML1206'M (74.02 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY AND 0.3 M (1.0
 ML1206'FT) SOUTH FROM A WITNESS POST.  A MAGNET WAS PLACED INTO THE NORTH
 ML1206'SIDE OF THE MARKER.  THIS MARK IS 1.61 KM (1.00 MI) WEST FROM BENCH
 ML1206'MARK U 284 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0415 ***********************************************************************
 LH0415  DESIGNATION -  C 292
 LH0415  PID         -  LH0415
 LH0415  STATE/COUNTY-  NE/BUFFALO
 LH0415  USGS QUAD   -  CAMERON (1962)
 LH0415
 LH0415                         *CURRENT SURVEY CONTROL
 LH0415  ___________________________________________________________________
 LH0415* NAD 83(1986)-  40 55 53.     (N)    098 44 25.     (W)     SCALED    
 LH0415* NAVD 88     -       648.603  (meters)    2127.96   (feet)  ADJUSTED  
 LH0415  ___________________________________________________________________
 LH0415  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 LH0415  DYNAMIC HT  -         648.251 (meters)    2126.80  (feet)  COMP
 LH0415  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 LH0415
 LH0415  VERT ORDER  -  FIRST     CLASS II
 LH0415
 LH0415.The horizontal coordinates were scaled from a topographic map and have
 LH0415.an estimated accuracy of +/- 6 seconds.
 LH0415
 LH0415.The orthometric height was determined by differential leveling
 LH0415.and adjusted by the National Geodetic Survey in June 1991..
 LH0415
 LH0415.The geoid height was determined by GEOID03.
 LH0415
 LH0415.The dynamic height is computed by dividing the NAVD 88
 LH0415.geopotential number by the normal gravity value computed on the
 LH0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0415.degrees latitude (g = 980.6199 gals.).
 LH0415
 LH0415.The modeled gravity was interpolated from observed gravity values.
 LH0415
 LH0415;                    North         East    Units  Estimated Accuracy
 LH0415;SPC NE       -   122,690.      606,060.      MT  (+/- 180 meters Scaled)
 LH0415
 LH0415                          SUPERSEDED SURVEY CONTROL
 LH0415
 LH0415  NGVD 29 (??/??/92)  648.349  (m)         2127.12   (f) ADJ UNCH    1 2
 LH0415
 LH0415.Superseded values are not recommended for survey control.
 LH0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0415.See file dsdata.txt to determine how the superseded data were derived.
 LH0415
 LH0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218311(NAD 83)
 LH0415_MARKER: DB = BENCH MARK DISK
 LH0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0415_STAMPING: C 292 1949
 LH0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0415+STABILITY: SURFACE MOTION
 LH0415
 LH0415  HISTORY     - Date     Condition        Report By
 LH0415  HISTORY     - 1949     MONUMENTED       CGS
 LH0415
 LH0415                          STATION DESCRIPTION
 LH0415
 LH0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0415'7.6 MI S FROM ST MICHAEL.
 LH0415'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL
 LH0415'AT ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2,
 LH0415'THENCE 5.2 MILES SOUTHERLY ALONG A COUNTY ROAD, AT THE SOUTHWEST
 LH0415'CORNER OF SECTION 12, T. 11 N., R. 13 W., IN THE NORTHEAST
 LH0415'QUARTER OF A PUBLIC ROAD CROSSING, 127 FEET EAST OF THE CENTER
 LH0415'LINE OF THE NORTH-SOUTH ROAD, 64 FEET EAST OF THE CENTER LINE
 LH0415'OF A GATE, 30 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 LH0415'ROAD, 0.8 FOOT SOUTH OF A FENCE, 1.5 FEET WEST OF A REFERENCE
 LH0415'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 LH0415'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0642 ***********************************************************************
 LH0642  DESIGNATION -  C 293
 LH0642  PID         -  LH0642
 LH0642  STATE/COUNTY-  NE/BUFFALO
 LH0642  USGS QUAD   -  RIVERDALE (1962)
 LH0642
 LH0642                         *CURRENT SURVEY CONTROL
 LH0642  ___________________________________________________________________
 LH0642* NAD 83(1986)-  40 46 31.     (N)    099 08 42.     (W)     SCALED    
 LH0642* NAVD 88     -       663.459  (meters)    2176.70   (feet)  ADJUSTED  
 LH0642  ___________________________________________________________________
 LH0642  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 LH0642  DYNAMIC HT  -         663.086 (meters)    2175.47  (feet)  COMP
 LH0642  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 LH0642
 LH0642  VERT ORDER  -  SECOND    CLASS 0
 LH0642
 LH0642.The horizontal coordinates were scaled from a topographic map and have
 LH0642.an estimated accuracy of +/- 6 seconds.
 LH0642
 LH0642.The orthometric height was determined by differential leveling
 LH0642.and adjusted by the National Geodetic Survey in June 1991..
 LH0642
 LH0642.The geoid height was determined by GEOID03.
 LH0642
 LH0642.The dynamic height is computed by dividing the NAVD 88
 LH0642.geopotential number by the normal gravity value computed on the
 LH0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0642.degrees latitude (g = 980.6199 gals.).
 LH0642
 LH0642.The modeled gravity was interpolated from observed gravity values.
 LH0642
 LH0642;                    North         East    Units  Estimated Accuracy
 LH0642;SPC NE       -   104,940.      572,160.      MT  (+/- 180 meters Scaled)
 LH0642
 LH0642                          SUPERSEDED SURVEY CONTROL
 LH0642
 LH0642  NGVD 29 (??/??/92)  663.212  (m)         2175.89   (f) ADJ UNCH    2 0
 LH0642
 LH0642.Superseded values are not recommended for survey control.
 LH0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0642.See file dsdata.txt to determine how the superseded data were derived.
 LH0642
 LH0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML877138(NAD 83)
 LH0642_MARKER: DB = BENCH MARK DISK
 LH0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0642_STAMPING: C 293 1949
 LH0642_MARK LOGO: CGS   
 LH0642_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0642+STABILITY: SURFACE MOTION
 LH0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0642+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 LH0642
 LH0642  HISTORY     - Date     Condition        Report By
 LH0642  HISTORY     - 1949     MONUMENTED       CGS
 LH0642  HISTORY     - 1984     GOOD             LOCSUR
 LH0642  HISTORY     - 19930726 GOOD             NGS
 LH0642
 LH0642                          STATION DESCRIPTION
 LH0642
 LH0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0642'1.1 MI SE FROM RIVERDALE.
 LH0642'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0642'PACIFIC RAILROAD STATION AT RIVERDALE, BETWEEN THE HIGHWAY AND
 LH0642'THE TRACKS, 79 FEET NORTHWEST OF THE CENTER LINE OF A GATE, 43
 LH0642'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 39 FEET
 LH0642'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHWEST
 LH0642'OF A FENCE, 3 FEET SOUTHEAST OF MILEPOST NO. 9, 1.5 FEET
 LH0642'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0642'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 LH0642'GROUND.
 LH0642
 LH0642                          STATION RECOVERY (1984)
 LH0642
 LH0642'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0642'RECOVERED IN GOOD CONDITION.
 LH0642
 LH0642                          STATION RECOVERY (1993)
 LH0642
 LH0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0642'ABOUT 1.1 MI (1.8 KM) SOUTHEAST ALONG STATE HIGHWAY 40, FROM THE
 LH0642'JUNCTION WITH ELM STREET AND 3RD AVENUE, IN RIVERDALE, IN THE SE1/4,
 LH0642'SEC5, T9N, R16W, ON THE SOUTHWEST RIGHT-OF-WAY OF THE HIGHWAY AND
 LH0642'ABOUT 300 FT (91.4 M) WEST FROM A TELEPHONE CABLE JUNCTION BOX, ACROSS
 LH0642'THE ROAD FROM A SMALL CLUSTER OF COTTONWOOD TREES, 39 FT (11.9 M)
 LH0642'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 2.0 FT (0.6 M) NORTHWEST
 LH0642'FROM A WITNESS POST AND SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LH0642'PROJECTS ABOUT 0.2 FT (6.1 CM) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1439 ***********************************************************************
 AI1439  DESIGNATION -  C 294 RESET
 AI1439  PID         -  AI1439
 AI1439  STATE/COUNTY-  NE/BUFFALO
 AI1439  USGS QUAD   -  MILLER NE (1962)
 AI1439
 AI1439                         *CURRENT SURVEY CONTROL
 AI1439  ___________________________________________________________________
 AI1439* NAD 83(1986)-  40 54 07.     (N)    099 15 22.     (W)     SCALED    
 AI1439* NAVD 88     -       720.57   (meters)    2364.1    (feet)  RESET     
 AI1439  ___________________________________________________________________
 AI1439  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AI1439
 AI1439  VERT ORDER  -  THIRD
 AI1439
 AI1439.The horizontal coordinates were scaled from a topographic map and have
 AI1439.an estimated accuracy of +/- 6 seconds.
 AI1439
 AI1439.The orthometric height was computed from unverified reset data.
 AI1439.No vertical observational check was made to the station.
 AI1439
 AI1439.The geoid height was determined by GEOID03.
 AI1439
 AI1439;                    North         East    Units  Estimated Accuracy
 AI1439;SPC NE       -   118,910.      562,660.      MT  (+/- 180 meters Scaled)
 AI1439
 AI1439                          SUPERSEDED SURVEY CONTROL
 AI1439
 AI1439.No superseded survey control is available for this station.
 AI1439
 AI1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML784279(NAD 83)
 AI1439_MARKER: DV = VERTICAL CONTROL DISK
 AI1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1439_STAMPING: C 294 RESET 1997
 AI1439_MARK LOGO: NGS   
 AI1439_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1439+STABILITY: SURFACE MOTION
 AI1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1439+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI1439
 AI1439  HISTORY     - Date     Condition        Report By
 AI1439  HISTORY     - 1997     MONUMENTED       NEDR
 AI1439
 AI1439                          STATION DESCRIPTION
 AI1439
 AI1439'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997 (DL)
 AI1439'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 40 WITH
 AI1439'ODESSA ROAD, WHICH IS 1.0 MI (1.6 KM) SOUTHEAST OF MAIN STREET IN
 AI1439'AMHERST, PROCEED NORTH ON ODESSA ROAD FOR 5.18 MI (8.34 KM) TO THE
 AI1439'INTERSECTION WITH 235TH ROAD AND THE BENCH MARK IN THE SOUTHWEST
 AI1439'ANGLE, ON COUNTY ROAD RIGHT-OF-WAY AND IN THE NE1/4, SEC28, T11N,
 AI1439'R17W.  IT IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 AI1439'79.6 M (261.2 FT) WEST OF THE CENTERLINE OF ODESSA ROAD, 11.0 M (36.1
 AI1439'FT) SOUTH OF THE CENTERLINE OF 235TH ROAD, 28.95 M (94.98 FT)
 AI1439'SOUTHEAST OF A NAIL IN THE TOP OF A FENCE POST, 29.66 M (97.31 FT)
 AI1439'SOUTHWEST OF A NAIL IN THE TOP OF A FENCE POST, 7.35 M (24.11 FT)
 AI1439'WEST-NORTHWEST OF A NAIL IN THE BOTTOM, NORTH SIDE OF A FENCE POST,
 AI1439'2.42 M (7.94 FT) EAST-NORTHEAST OF A NAIL IN THE BOTTOM, NORTH SIDE OF
 AI1439'A FENCE POST, 0.5 M (1.6 FT) NORTH OF AN EAST-WEST FENCELINE AND 0.4 M
 AI1439'(1.3 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0542 ***********************************************************************
 LH0542  DESIGNATION -  C 295
 LH0542  PID         -  LH0542
 LH0542  STATE/COUNTY-  NE/BUFFALO
 LH0542  USGS QUAD   -  MILLER SW (1983)
 LH0542
 LH0542                         *CURRENT SURVEY CONTROL
 LH0542  ___________________________________________________________________
 LH0542* NAD 83(1986)-  40 48 04.     (N)    099 23 41.     (W)     SCALED    
 LH0542* NAVD 88     -       738.867  (meters)    2424.10   (feet)  ADJUSTED  
 LH0542  ___________________________________________________________________
 LH0542  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 LH0542  DYNAMIC HT  -         738.441 (meters)    2422.70  (feet)  COMP
 LH0542  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 LH0542
 LH0542  VERT ORDER  -  SECOND    CLASS 0
 LH0542
 LH0542.The horizontal coordinates were scaled from a topographic map and have
 LH0542.an estimated accuracy of +/- 6 seconds.
 LH0542
 LH0542.The orthometric height was determined by differential leveling
 LH0542.and adjusted by the National Geodetic Survey in June 1991..
 LH0542
 LH0542.The geoid height was determined by GEOID03.
 LH0542
 LH0542.The dynamic height is computed by dividing the NAVD 88
 LH0542.geopotential number by the normal gravity value computed on the
 LH0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0542.degrees latitude (g = 980.6199 gals.).
 LH0542
 LH0542.The modeled gravity was interpolated from observed gravity values.
 LH0542
 LH0542;                    North         East    Units  Estimated Accuracy
 LH0542;SPC NE       -   107,630.      551,060.      MT  (+/- 180 meters Scaled)
 LH0542
 LH0542                          SUPERSEDED SURVEY CONTROL
 LH0542
 LH0542  NGVD 29 (??/??/92)  738.600  (m)         2423.22   (f) ADJ UNCH    2 0
 LH0542
 LH0542.Superseded values are not recommended for survey control.
 LH0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0542.See file dsdata.txt to determine how the superseded data were derived.
 LH0542
 LH0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML667167(NAD 83)
 LH0542_MARKER: DB = BENCH MARK DISK
 LH0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0542_STAMPING: C 295 1949
 LH0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0542+STABILITY: SURFACE MOTION
 LH0542
 LH0542  HISTORY     - Date     Condition        Report By
 LH0542  HISTORY     - 1949     MONUMENTED       CGS
 LH0542
 LH0542                          STATION DESCRIPTION
 LH0542
 LH0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0542'6.6 MI N FROM ELM CREEK.
 LH0542'6.55 MILES NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE POST
 LH0542'OFFICE AT ELM CREEK, AT A ROAD CROSSING, ABOUT 400 FEET NORTHWEST
 LH0542'OF A CEMETERY, 63 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LH0542'39 FEET EAST OF A CORNER FENCE POST, 20 FEET NORTH OF THE
 LH0542'CENTER LINE OF AN EAST-WEST ROAD, 1.4 FEET SOUTH OF A FENCE,
 LH0542'1.7 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0542'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0932 ***********************************************************************
 MJ0932  DESIGNATION -  C 296 RESET
 MJ0932  PID         -  MJ0932
 MJ0932  STATE/COUNTY-  NE/CASS
 MJ0932  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0932
 MJ0932                         *CURRENT SURVEY CONTROL
 MJ0932  ___________________________________________________________________
 MJ0932* NAD 83(1986)-  41 00 08.     (N)    095 55 54.     (W)     SCALED    
 MJ0932* NAVD 88     -       328.77   (meters)    1078.6    (feet)  RESET     
 MJ0932  ___________________________________________________________________
 MJ0932  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 MJ0932
 MJ0932  VERT ORDER  -  THIRD
 MJ0932
 MJ0932.The horizontal coordinates were scaled from a topographic map and have
 MJ0932.an estimated accuracy of +/- 6 seconds.
 MJ0932
 MJ0932.The orthometric height was computed from unverified reset data.
 MJ0932
 MJ0932.The geoid height was determined by GEOID03.
 MJ0932
 MJ0932;                    North         East    Units  Estimated Accuracy
 MJ0932;SPC NE       -   137,830.      842,050.      MT  (+/- 180 meters Scaled)
 MJ0932
 MJ0932                          SUPERSEDED SURVEY CONTROL
 MJ0932
 MJ0932  NGVD 29 (??/??/??)  328.67   (m)         1078.3    (f) RESET       3  
 MJ0932
 MJ0932.Superseded values are not recommended for survey control.
 MJ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0932.See file dsdata.txt to determine how the superseded data were derived.
 MJ0932
 MJ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF534431(NAD 83)
 MJ0932_MARKER: DB = BENCH MARK DISK
 MJ0932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0932_SP_SET: CULVERT
 MJ0932_STAMPING: C 296 1949 RESET 1957
 MJ0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0932
 MJ0932  HISTORY     - Date     Condition        Report By
 MJ0932  HISTORY     - 1957     MONUMENTED       CGS
 MJ0932
 MJ0932                          STATION DESCRIPTION
 MJ0932
 MJ0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MJ0932'2.8 MI SW FROM PLATTSMOUTH.
 MJ0932'1.9 MILES WEST ALONG STATE HIGHWAY 66 FROM ITS JUNCTION WITH
 MJ0932'U.S. HIGHWAYS 73 AND 75 IN THE SOUTHWEST EDGE OF PLATTSMOUTH,
 MJ0932'JUST WEST OF A CONCRETE CULVERT WITH A 6-FOOT HEADWALL, 88 FEET
 MJ0932'SOUTH OF THE CENTER OF STATE HIGHWAY 66, AND 2 FEET NORTH OF
 MJ0932'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED C 296
 MJ0932'1949 RESET 1957.  THE NEW ELEVATION IS 1078.323 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0160 ***********************************************************************
 LG0160  DESIGNATION -  C 297
 LG0160  PID         -  LG0160
 LG0160  STATE/COUNTY-  NE/CASS
 LG0160  USGS QUAD   -  WEEPING WATER NE (1956)
 LG0160
 LG0160                         *CURRENT SURVEY CONTROL
 LG0160  ___________________________________________________________________
 LG0160* NAD 83(1986)-  40 54 03.     (N)    096 02 41.     (W)     SCALED    
 LG0160* NAVD 88     -       353.984  (meters)    1161.36   (feet)  ADJUSTED  
 LG0160  ___________________________________________________________________
 LG0160  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 LG0160  DYNAMIC HT  -         353.833 (meters)    1160.87  (feet)  COMP
 LG0160  MODELED GRAV-     980,187.0   (mgal)                       NAVD 88
 LG0160
 LG0160  VERT ORDER  -  SECOND    CLASS 0
 LG0160
 LG0160.The horizontal coordinates were scaled from a topographic map and have
 LG0160.an estimated accuracy of +/- 6 seconds.
 LG0160
 LG0160.The orthometric height was determined by differential leveling
 LG0160.and adjusted by the National Geodetic Survey in June 1991..
 LG0160
 LG0160.The geoid height was determined by GEOID03.
 LG0160
 LG0160.The dynamic height is computed by dividing the NAVD 88
 LG0160.geopotential number by the normal gravity value computed on the
 LG0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0160.degrees latitude (g = 980.6199 gals.).
 LG0160
 LG0160.The modeled gravity was interpolated from observed gravity values.
 LG0160
 LG0160;                    North         East    Units  Estimated Accuracy
 LG0160;SPC NE       -   126,140.      833,070.      MT  (+/- 180 meters Scaled)
 LG0160
 LG0160                          SUPERSEDED SURVEY CONTROL
 LG0160
 LG0160  NGVD 29 (??/??/92)  353.889  (m)         1161.05   (f) ADJ UNCH    2 0
 LG0160
 LG0160.Superseded values are not recommended for survey control.
 LG0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0160.See file dsdata.txt to determine how the superseded data were derived.
 LG0160
 LG0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL489319(NAD 83)
 LG0160_MARKER: DB = BENCH MARK DISK
 LG0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0160_SP_SET: BRIDGE
 LG0160_STAMPING: C 297 1949
 LG0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0160
 LG0160  HISTORY     - Date     Condition        Report By
 LG0160  HISTORY     - 1949     MONUMENTED       CGS
 LG0160
 LG0160                          STATION DESCRIPTION
 LG0160
 LG0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0160'7.2 MI SW FROM MURRAY.
 LG0160'6.3 MILES WEST ALONG THE NEBRASKA STATE HIGHWAY 1 FROM THE
 LG0160'MISSOURI PACIFIC RAILWAY STATION AT MURRAY, THENCE 0.95 MILE
 LG0160'SOUTH ALONG A GRADED GRAVELED ROAD, AT A ROAD INTERSECTION,
 LG0160'SET IN THE EAST HEADWALL OF A 16 X 18 FOOT STEEL AND CONCRETE
 LG0160'BRIDGE, 1.0 FOOT NORTH OF THE SOUTH END OF THE EAST HEADWALL,
 LG0160'1.8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1012 ***********************************************************************
 MK1012  DESIGNATION -  C 298
 MK1012  PID         -  MK1012
 MK1012  STATE/COUNTY-  NE/SAUNDERS
 MK1012  USGS QUAD   -  WAHOO EAST (1983)
 MK1012
 MK1012                         *CURRENT SURVEY CONTROL
 MK1012  ___________________________________________________________________
 MK1012* NAD 83(1986)-  41 13 08.     (N)    096 31 18.     (W)     SCALED    
 MK1012* NAVD 88     -       369.984  (meters)    1213.86   (feet)  ADJUSTED  
 MK1012  ___________________________________________________________________
 MK1012  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 MK1012  DYNAMIC HT  -         369.811 (meters)    1213.29  (feet)  COMP
 MK1012  MODELED GRAV-     980,144.5   (mgal)                       NAVD 88
 MK1012
 MK1012  VERT ORDER  -  SECOND    CLASS 0
 MK1012
 MK1012.The horizontal coordinates were scaled from a topographic map and have
 MK1012.an estimated accuracy of +/- 6 seconds.
 MK1012
 MK1012.The orthometric height was determined by differential leveling
 MK1012.and adjusted by the National Geodetic Survey in June 1991..
 MK1012
 MK1012.The geoid height was determined by GEOID03.
 MK1012
 MK1012.The dynamic height is computed by dividing the NAVD 88
 MK1012.geopotential number by the normal gravity value computed on the
 MK1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1012.degrees latitude (g = 980.6199 gals.).
 MK1012
 MK1012.The modeled gravity was interpolated from observed gravity values.
 MK1012
 MK1012;                    North         East    Units  Estimated Accuracy
 MK1012;SPC NE       -   159,700.      791,510.      MT  (+/- 180 meters Scaled)
 MK1012
 MK1012                          SUPERSEDED SURVEY CONTROL
 MK1012
 MK1012  NGVD 29 (??/??/92)  369.844  (m)         1213.40   (f) ADJ UNCH    2 0
 MK1012
 MK1012.Superseded values are not recommended for survey control.
 MK1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1012.See file dsdata.txt to determine how the superseded data were derived.
 MK1012
 MK1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL077660(NAD 83)
 MK1012_MARKER: DB = BENCH MARK DISK
 MK1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1012_STAMPING: C 298 1950
 MK1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1012+STABILITY: SURFACE MOTION
 MK1012
 MK1012  HISTORY     - Date     Condition        Report By
 MK1012  HISTORY     - 1950     MONUMENTED       CGS
 MK1012  HISTORY     - 1984     GOOD             LOCSUR
 MK1012
 MK1012                          STATION DESCRIPTION
 MK1012
 MK1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1012'2.4 MI W FROM MEAD.
 MK1012'0.3 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1012'MEAD, THENCE 0.5 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 1.55
 MK1012'MILES WEST ALONG A GRAVELED ROAD, AT THE EAST GATE OF THE ALMA
 MK1012'LUTHERAN CEMETERY, 240 FEET SOUTH OF THE CENTER LINE OF THE EAST
 MK1012'AND WEST ROAD, 38 FEET WEST OF THE CENTER LINE OF THE NORTH AND
 MK1012'SOUTH ROAD, 15 FEET NORTH OF THE CENTER OF THE CEMETERY GATE,
 MK1012'1.4 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 MK1012'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1012
 MK1012                          STATION RECOVERY (1984)
 MK1012
 MK1012'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0762 ***********************************************************************
 MK0762  DESIGNATION -  C 299
 MK0762  PID         -  MK0762
 MK0762  STATE/COUNTY-  NE/SAUNDERS
 MK0762  USGS QUAD   -  MEAD (1981)
 MK0762
 MK0762                         *CURRENT SURVEY CONTROL
 MK0762  ___________________________________________________________________
 MK0762* NAD 83(1986)-  41 08 49.     (N)    096 24 25.     (W)     SCALED    
 MK0762* NAVD 88     -       345.161  (meters)    1132.42   (feet)  ADJUSTED  
 MK0762  ___________________________________________________________________
 MK0762  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 MK0762  DYNAMIC HT  -         345.015 (meters)    1131.94  (feet)  COMP
 MK0762  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 MK0762
 MK0762  VERT ORDER  -  SECOND    CLASS 0
 MK0762
 MK0762.The horizontal coordinates were scaled from a topographic map and have
 MK0762.an estimated accuracy of +/- 6 seconds.
 MK0762
 MK0762.The orthometric height was determined by differential leveling
 MK0762.and adjusted by the National Geodetic Survey in June 1991..
 MK0762
 MK0762.The geoid height was determined by GEOID03.
 MK0762
 MK0762.The dynamic height is computed by dividing the NAVD 88
 MK0762.geopotential number by the normal gravity value computed on the
 MK0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0762.degrees latitude (g = 980.6199 gals.).
 MK0762
 MK0762.The modeled gravity was interpolated from observed gravity values.
 MK0762
 MK0762;                    North         East    Units  Estimated Accuracy
 MK0762;SPC NE       -   152,110.      801,450.      MT  (+/- 180 meters Scaled)
 MK0762
 MK0762                          SUPERSEDED SURVEY CONTROL
 MK0762
 MK0762  NGVD 29 (??/??/92)  345.043  (m)         1132.03   (f) ADJ UNCH    2 0
 MK0762
 MK0762.Superseded values are not recommended for survey control.
 MK0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0762.See file dsdata.txt to determine how the superseded data were derived.
 MK0762
 MK0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL176583(NAD 83)
 MK0762_MARKER: DB = BENCH MARK DISK
 MK0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0762_STAMPING: C 299 1950
 MK0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0762+STABILITY: SURFACE MOTION
 MK0762
 MK0762  HISTORY     - Date     Condition        Report By
 MK0762  HISTORY     - 1950     MONUMENTED       CGS
 MK0762
 MK0762                          STATION DESCRIPTION
 MK0762
 MK0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0762'2.6 MI W FROM WANN.
 MK0762'2.6 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0762'AND QUINCY RAILROAD STATION AT WANN, AT A T ROAD JUNCTION, 85
 MK0762'FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING EAST,
 MK0762'48 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD,
 MK0762'64 FEET SOUTH OF A POWER POLE, 1 FOOT EAST OF A FENCE, 1.8 FEET
 MK0762'SOUTH OF A WITNESS POST, ALONG THE EAST SIDE OF THE NEBRASKA
 MK0762'ORDINANCE DEPOT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0762'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0025 ***********************************************************************
 NO0025  DESIGNATION -  C 3
 NO0025  PID         -  NO0025
 NO0025  STATE/COUNTY-  NE/CHERRY
 NO0025  USGS QUAD   -  ARABIA (1985)
 NO0025
 NO0025                         *CURRENT SURVEY CONTROL
 NO0025  ___________________________________________________________________
 NO0025* NAD 83(1986)-  42 39 35.     (N)    100 17 47.     (W)     SCALED    
 NO0025* NAVD 88     -       823.761  (meters)    2702.62   (feet)  ADJUSTED  
 NO0025  ___________________________________________________________________
 NO0025  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 NO0025  DYNAMIC HT  -         823.419 (meters)    2701.50  (feet)  COMP
 NO0025  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 NO0025
 NO0025  VERT ORDER  -  FIRST     CLASS II
 NO0025
 NO0025.The horizontal coordinates were scaled from a topographic map and have
 NO0025.an estimated accuracy of +/- 6 seconds.
 NO0025
 NO0025.The orthometric height was determined by differential leveling
 NO0025.and adjusted by the National Geodetic Survey in June 1991..
 NO0025
 NO0025.The geoid height was determined by GEOID03.
 NO0025
 NO0025.The dynamic height is computed by dividing the NAVD 88
 NO0025.geopotential number by the normal gravity value computed on the
 NO0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0025.degrees latitude (g = 980.6199 gals.).
 NO0025
 NO0025.The modeled gravity was interpolated from observed gravity values.
 NO0025
 NO0025;                    North         East    Units  Estimated Accuracy
 NO0025;SPC NE       -   313,860.      475,700.      MT  (+/- 180 meters Scaled)
 NO0025
 NO0025                          SUPERSEDED SURVEY CONTROL
 NO0025
 NO0025  NGVD 29 (??/??/92)  823.473  (m)         2701.68   (f) ADJ UNCH    1 2
 NO0025
 NO0025.Superseded values are not recommended for survey control.
 NO0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0025.See file dsdata.txt to determine how the superseded data were derived.
 NO0025
 NO0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN937238(NAD 83)
 NO0025_MARKER: DB = BENCH MARK DISK
 NO0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0025+STABILITY: SURFACE MOTION
 NO0025
 NO0025  HISTORY     - Date     Condition        Report By
 NO0025  HISTORY     - UNK      MONUMENTED       CGS
 NO0025  HISTORY     - 1946     GOOD             NGS
 NO0025  HISTORY     - 1975     MARK NOT FOUND   NGS
 NO0025  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0025  HISTORY     - 19971128 MARK NOT FOUND   LOCSUR
 NO0025
 NO0025                          STATION DESCRIPTION
 NO0025
 NO0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NO0025'0.5 MI W FROM WOOD LAKE.
 NO0025'0.5 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT WOOD
 NO0025'LAKE, CHERRY COUNTY, THENCE 2.8 MILES NORTHWEST ALONG U.S. HIGHWAY
 NO0025'20, 44 FEET NORTHEAST OF THE CENTERLINE OF THE CHICAGO AND
 NO0025'NORTH WESTERN RAILWAY TRACK, OPPOSITE C. AND N.W. RY. MILEPOST
 NO0025'247, 6 FEET NORTHWEST OF A POLE 1 FOOT SOUTHEAST OF A WHITE
 NO0025'WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE TRACK.  THE
 NO0025'BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM
 NO0025'IN THE TOP OF A LIMESTONE POST AND PROJECTING 6 INCHES ABOVE
 NO0025'GROUND.
 NO0025
 NO0025                          STATION RECOVERY (1975)
 NO0025
 NO0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0025'MARK NOT FOUND.
 NO0025
 NO0025                          STATION RECOVERY (1984)
 NO0025
 NO0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0025'MARK NOT FOUND.
 NO0025
 NO0025                          STATION RECOVERY (1997)
 NO0025
 NO0025'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NO0025'MONUMENT SEARCHED FOR, BUT NOT FOUND.  A DILIGENT SEARCH WAS MADE FOR
 NO0025'THIS MONUMENT WHICH IS IN AN AREA THAT WAS USED TO OBTAIN HAY ALONG
 NO0025'THE RAILROAD RIGHT OF WAY.  I FEEL THAT THIS MONUMENT PROBABLY WAS
 NO0025'DESTROYED.  THIS INFORMATION SUPPORTS THE STATION RECOVERY REPORTS OF
 NO0025'1975 AND 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0783 ***********************************************************************
 MK0783  DESIGNATION -  C 300
 MK0783  PID         -  MK0783
 MK0783  STATE/COUNTY-  NE/DOUGLAS
 MK0783  USGS QUAD   -  WANN (1981)
 MK0783
 MK0783                         *CURRENT SURVEY CONTROL
 MK0783  ___________________________________________________________________
 MK0783* NAD 83(1986)-  41 13 59.     (N)    096 19 50.     (W)     SCALED    
 MK0783* NAVD 88     -       340.239  (meters)    1116.27   (feet)  ADJUSTED  
 MK0783  ___________________________________________________________________
 MK0783  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 MK0783  DYNAMIC HT  -         340.088 (meters)    1115.77  (feet)  COMP
 MK0783  MODELED GRAV-     980,168.2   (mgal)                       NAVD 88
 MK0783
 MK0783  VERT ORDER  -  SECOND    CLASS 0
 MK0783
 MK0783.The horizontal coordinates were scaled from a topographic map and have
 MK0783.an estimated accuracy of +/- 6 seconds.
 MK0783
 MK0783.The orthometric height was determined by differential leveling
 MK0783.and adjusted by the National Geodetic Survey in June 1991..
 MK0783
 MK0783.The geoid height was determined by GEOID03.
 MK0783
 MK0783.The dynamic height is computed by dividing the NAVD 88
 MK0783.geopotential number by the normal gravity value computed on the
 MK0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0783.degrees latitude (g = 980.6199 gals.).
 MK0783
 MK0783.The modeled gravity was interpolated from observed gravity values.
 MK0783
 MK0783;                    North         East    Units  Estimated Accuracy
 MK0783;SPC NE       -   161,930.      807,450.      MT  (+/- 180 meters Scaled)
 MK0783
 MK0783                          SUPERSEDED SURVEY CONTROL
 MK0783
 MK0783  NGVD 29 (??/??/92)  340.112  (m)         1115.85   (f) ADJ UNCH    2 0
 MK0783
 MK0783.Superseded values are not recommended for survey control.
 MK0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0783.See file dsdata.txt to determine how the superseded data were derived.
 MK0783
 MK0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL237680(NAD 83)
 MK0783_MARKER: DB = BENCH MARK DISK
 MK0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0783_STAMPING: C 300 1950
 MK0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0783+STABILITY: SURFACE MOTION
 MK0783
 MK0783  HISTORY     - Date     Condition        Report By
 MK0783  HISTORY     - 1950     MONUMENTED       CGS
 MK0783  HISTORY     - 1976     GOOD             LOCSUR
 MK0783
 MK0783                          STATION DESCRIPTION
 MK0783
 MK0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0783'6.2 MI S FROM VALLEY.
 MK0783'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 MK0783'VALLEY, THENCE 0.3 MILE EAST ALONG A GRAVELED STREET, THENCE
 MK0783'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 93, THENCE 4.0 MILES
 MK0783'SOUTH ALONG STATE HIGHWAY 93, AT THE JUNCTION OF U.S. HIGHWAY
 MK0783'30 A AND STATE HIGHWAY 93, 144 FEET WEST OF THE CENTER LINE
 MK0783'OF A NORTH AND SOUTH ROAD, 101 FEET SOUTH OF THE CENTER LINE
 MK0783'OF U.S. HIGHWAY 30 A, 9 FEET WEST OF THE NORTHWEST CORNER OF THE
 MK0783'BLUE TOP CAFE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0783'0.1 FOOT ABOVE THE GROUND.
 MK0783
 MK0783                          STATION RECOVERY (1976)
 MK0783
 MK0783'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0796 ***********************************************************************
 MK0796  DESIGNATION -  C 301
 MK0796  PID         -  MK0796
 MK0796  STATE/COUNTY-  NE/SARPY
 MK0796  USGS QUAD   -  WANN (1981)
 MK0796
 MK0796                         *CURRENT SURVEY CONTROL
 MK0796  ___________________________________________________________________
 MK0796* NAD 83(1986)-  41 08 01.     (N)    096 16 56.     (W)     SCALED    
 MK0796* NAVD 88     -       339.737  (meters)    1114.62   (feet)  ADJUSTED  
 MK0796  ___________________________________________________________________
 MK0796  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 MK0796  DYNAMIC HT  -         339.595 (meters)    1114.15  (feet)  COMP
 MK0796  MODELED GRAV-     980,194.2   (mgal)                       NAVD 88
 MK0796
 MK0796  VERT ORDER  -  SECOND    CLASS 0
 MK0796
 MK0796.The horizontal coordinates were scaled from a topographic map and have
 MK0796.an estimated accuracy of +/- 6 seconds.
 MK0796
 MK0796.The orthometric height was determined by differential leveling
 MK0796.and adjusted by the National Geodetic Survey in June 1991..
 MK0796
 MK0796.The geoid height was determined by GEOID03.
 MK0796
 MK0796.The dynamic height is computed by dividing the NAVD 88
 MK0796.geopotential number by the normal gravity value computed on the
 MK0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0796.degrees latitude (g = 980.6199 gals.).
 MK0796
 MK0796.The modeled gravity was interpolated from observed gravity values.
 MK0796
 MK0796;                    North         East    Units  Estimated Accuracy
 MK0796;SPC NE       -   151,070.      811,970.      MT  (+/- 180 meters Scaled)
 MK0796
 MK0796                          SUPERSEDED SURVEY CONTROL
 MK0796
 MK0796  NGVD 29 (??/??/92)  339.626  (m)         1114.26   (f) ADJ UNCH    2 0
 MK0796
 MK0796.Superseded values are not recommended for survey control.
 MK0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0796.See file dsdata.txt to determine how the superseded data were derived.
 MK0796
 MK0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL281571(NAD 83)
 MK0796_MARKER: DB = BENCH MARK DISK
 MK0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0796_STAMPING: C 301 1950
 MK0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0796+STABILITY: SURFACE MOTION
 MK0796
 MK0796  HISTORY     - Date     Condition        Report By
 MK0796  HISTORY     - 1950     MONUMENTED       CGS
 MK0796  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0796
 MK0796                          STATION DESCRIPTION
 MK0796
 MK0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0796'2.2 MI SW FROM GRETNA.
 MK0796'1.8 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0796'GRETNA, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, 400
 MK0796'FEET NORTHWEST OF THE G.P. MILLER FARMHOUSE, 330 FEET NORTH
 MK0796'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 260 FEET SOUTHEAST
 MK0796'OF THE SOUTHEAST CORNER OF A SMALL BRIDGE, 114 FEET EAST OF
 MK0796'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 105 FEET NORTHEAST
 MK0796'OF A FENCE CORNER, 86 FEET EAST OF A NORTH AND SOUTH FENCE,
 MK0796'65 FEET NORTH OF AN EAST AND WEST FENCE, 2 FEET NORTH OF A
 MK0796'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0796'0.6 FOOT ABOVE THE GROUND.
 MK0796
 MK0796                          STATION RECOVERY (1966)
 MK0796
 MK0796'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0853 ***********************************************************************
 MK0853  DESIGNATION -  C 302
 MK0853  PID         -  MK0853
 MK0853  STATE/COUNTY-  NE/DOUGLAS
 MK0853  USGS QUAD   -  VALLEY (1983)
 MK0853
 MK0853                         *CURRENT SURVEY CONTROL
 MK0853  ___________________________________________________________________
 MK0853* NAD 83(1986)-  41 19 15.     (N)    096 22 15.     (W)     SCALED    
 MK0853* NAVD 88     -       349.846  (meters)    1147.79   (feet)  ADJUSTED  
 MK0853  ___________________________________________________________________
 MK0853  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MK0853  DYNAMIC HT  -         349.683 (meters)    1147.25  (feet)  COMP
 MK0853  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 MK0853
 MK0853  VERT ORDER  -  SECOND    CLASS 0
 MK0853
 MK0853.The horizontal coordinates were scaled from a topographic map and have
 MK0853.an estimated accuracy of +/- 6 seconds.
 MK0853
 MK0853.The orthometric height was determined by differential leveling
 MK0853.and adjusted by the National Geodetic Survey in June 1991..
 MK0853
 MK0853.The geoid height was determined by GEOID03.
 MK0853
 MK0853.The dynamic height is computed by dividing the NAVD 88
 MK0853.geopotential number by the normal gravity value computed on the
 MK0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0853.degrees latitude (g = 980.6199 gals.).
 MK0853
 MK0853.The modeled gravity was interpolated from observed gravity values.
 MK0853
 MK0853;                    North         East    Units  Estimated Accuracy
 MK0853;SPC NE       -   171,520.      803,660.      MT  (+/- 180 meters Scaled)
 MK0853
 MK0853                          SUPERSEDED SURVEY CONTROL
 MK0853
 MK0853  NGVD 29 (??/??/92)  349.708  (m)         1147.33   (f) ADJ UNCH    2 0
 MK0853
 MK0853.Superseded values are not recommended for survey control.
 MK0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0853.See file dsdata.txt to determine how the superseded data were derived.
 MK0853
 MK0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL200777(NAD 83)
 MK0853_MARKER: DB = BENCH MARK DISK
 MK0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0853_STAMPING: C 302 1950
 MK0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0853+STABILITY: SURFACE MOTION
 MK0853
 MK0853  HISTORY     - Date     Condition        Report By
 MK0853  HISTORY     - 1950     MONUMENTED       CGS
 MK0853  HISTORY     - 1976     GOOD             LOCSUR
 MK0853
 MK0853                          STATION DESCRIPTION
 MK0853
 MK0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0853'1 MI W FROM VALLEY.
 MK0853'1.0 MILE WEST ALONG STATE HIGHWAY 64 FROM THE VALLEY FEED YARD
 MK0853'WATER TOWER AT VALLEY, 68 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MK0853'OF A FARMHOUSE, 32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MK0853'28 FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 1.4 FEET NORTH OF
 MK0853'A YARD FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 MK0853'FOOT ABOVE THE GROUND.
 MK0853
 MK0853                          STATION RECOVERY (1976)
 MK0853
 MK0853'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0854 ***********************************************************************
 MK0854  DESIGNATION -  C 302 RESET
 MK0854  PID         -  MK0854
 MK0854  STATE/COUNTY-  NE/DOUGLAS
 MK0854  USGS QUAD   -  VALLEY (1983)
 MK0854
 MK0854                         *CURRENT SURVEY CONTROL
 MK0854  ___________________________________________________________________
 MK0854* NAD 83(1986)-  41 19 14.     (N)    096 22 15.     (W)     SCALED    
 MK0854* NAVD 88     -       349.85   (meters)    1147.8    (feet)  RESET     
 MK0854  ___________________________________________________________________
 MK0854  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MK0854
 MK0854  VERT ORDER  -  THIRD
 MK0854
 MK0854.The horizontal coordinates were scaled from a topographic map and have
 MK0854.an estimated accuracy of +/- 6 seconds.
 MK0854
 MK0854.The orthometric height was computed from unverified reset data.
 MK0854.No vertical observational check was made to the station.
 MK0854
 MK0854.The geoid height was determined by GEOID03.
 MK0854
 MK0854;                    North         East    Units  Estimated Accuracy
 MK0854;SPC NE       -   171,490.      803,670.      MT  (+/- 180 meters Scaled)
 MK0854
 MK0854                          SUPERSEDED SURVEY CONTROL
 MK0854
 MK0854  NGVD 29 (08/02/06)  349.71   (m)         1147.3    (f) RESET       3  
 MK0854
 MK0854.Superseded values are not recommended for survey control.
 MK0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0854.See file dsdata.txt to determine how the superseded data were derived.
 MK0854
 MK0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL200776(NAD 83)
 MK0854_MARKER: DB = BENCH MARK DISK
 MK0854_SETTING: 0 = UNSPECIFIED SETTING
 MK0854_STAMPING: C 302 RESET 1975
 MK0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0854
 MK0854  HISTORY     - Date     Condition        Report By
 MK0854  HISTORY     - 1975     MONUMENTED       NEDR
 MK0854
 MK0854                          STATION DESCRIPTION
 MK0854
 MK0854'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1975
 MK0854'1 MI W FROM VALLEY.
 MK0854'1.0 MILE WEST ALONG STATE HIGHWAY 64 FROM THE VALLEY FEED YARD
 MK0854'WATE TOWER AT VALLEY, 28 FEET SOUTH OF THE SOUTHWEST CORNER AND
 MK0854'44 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 54
 MK0854'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0792 ***********************************************************************
 MK0792  DESIGNATION -  C 303
 MK0792  PID         -  MK0792
 MK0792  STATE/COUNTY-  NE/DOUGLAS
 MK0792  USGS QUAD   -  GRETNA (1984)
 MK0792
 MK0792                         *CURRENT SURVEY CONTROL
 MK0792  ___________________________________________________________________
 MK0792* NAD 83(1986)-  41 14 55.     (N)    096 12 54.     (W)     SCALED    
 MK0792* NAVD 88     -       381.576  (meters)    1251.89   (feet)  ADJUSTED  
 MK0792  ___________________________________________________________________
 MK0792  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 MK0792  DYNAMIC HT  -         381.409 (meters)    1251.34  (feet)  COMP
 MK0792  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 MK0792
 MK0792  VERT ORDER  -  SECOND    CLASS 0
 MK0792
 MK0792.The horizontal coordinates were scaled from a topographic map and have
 MK0792.an estimated accuracy of +/- 6 seconds.
 MK0792
 MK0792.The orthometric height was determined by differential leveling
 MK0792.and adjusted by the National Geodetic Survey in June 1991..
 MK0792
 MK0792.The geoid height was determined by GEOID03.
 MK0792
 MK0792.The dynamic height is computed by dividing the NAVD 88
 MK0792.geopotential number by the normal gravity value computed on the
 MK0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0792.degrees latitude (g = 980.6199 gals.).
 MK0792
 MK0792.The modeled gravity was interpolated from observed gravity values.
 MK0792
 MK0792;                    North         East    Units  Estimated Accuracy
 MK0792;SPC NE       -   164,070.      817,050.      MT  (+/- 180 meters Scaled)
 MK0792
 MK0792                          SUPERSEDED SURVEY CONTROL
 MK0792
 MK0792  NGVD 29 (??/??/92)  381.452  (m)         1251.48   (f) ADJ UNCH    2 0
 MK0792
 MK0792.Superseded values are not recommended for survey control.
 MK0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0792.See file dsdata.txt to determine how the superseded data were derived.
 MK0792
 MK0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL333700(NAD 83)
 MK0792_MARKER: DB = BENCH MARK DISK
 MK0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0792_STAMPING: C 303 1950
 MK0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0792+STABILITY: SURFACE MOTION
 MK0792
 MK0792  HISTORY     - Date     Condition        Report By
 MK0792  HISTORY     - 1950     MONUMENTED       CGS
 MK0792  HISTORY     - 1976     GOOD             LOCSUR
 MK0792
 MK0792                          STATION DESCRIPTION
 MK0792
 MK0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0792'3 MI SE FROM ELKHORN.
 MK0792'1.0 MILE EAST ALONG A BRICK PAVED ROAD FROM THE OVERPASS ON
 MK0792'STATE HIGHWAY 31 AT ELKHORN, THENCE 1.95 MILES SOUTH ALONG
 MK0792'A GRAVELED ROAD, 148 FEET NORTH OF THE CENTER LINE OF AN
 MK0792'EAST AND WEST ROAD, 29 FEET EAST OF THE CENTER LINE OF A
 MK0792'NORTH AND SOUTH ROAD, 1.0 FOOT WEST OF A FENCE, 2.2 FEET
 MK0792'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0792'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK0792
 MK0792                          STATION RECOVERY (1976)
 MK0792
 MK0792'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1045 ***********************************************************************
 MK1045  DESIGNATION -  C 304
 MK1045  PID         -  MK1045
 MK1045  STATE/COUNTY-  NE/SAUNDERS
 MK1045  USGS QUAD   -  COLON (1969)
 MK1045
 MK1045                         *CURRENT SURVEY CONTROL
 MK1045  ___________________________________________________________________
 MK1045* NAD 83(1986)-  41 18 24.     (N)    096 34 56.     (W)     SCALED    
 MK1045* NAVD 88     -       379.443  (meters)    1244.89   (feet)  ADJUSTED  
 MK1045  ___________________________________________________________________
 MK1045  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 MK1045  DYNAMIC HT  -         379.266 (meters)    1244.31  (feet)  COMP
 MK1045  MODELED GRAV-     980,146.2   (mgal)                       NAVD 88
 MK1045
 MK1045  VERT ORDER  -  SECOND    CLASS 0
 MK1045
 MK1045.The horizontal coordinates were scaled from a topographic map and have
 MK1045.an estimated accuracy of +/- 6 seconds.
 MK1045
 MK1045.The orthometric height was determined by differential leveling
 MK1045.and adjusted by the National Geodetic Survey in June 1991..
 MK1045
 MK1045.The geoid height was determined by GEOID03.
 MK1045
 MK1045.The dynamic height is computed by dividing the NAVD 88
 MK1045.geopotential number by the normal gravity value computed on the
 MK1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1045.degrees latitude (g = 980.6199 gals.).
 MK1045
 MK1045.The modeled gravity was interpolated from observed gravity values.
 MK1045
 MK1045;                    North         East    Units  Estimated Accuracy
 MK1045;SPC NE       -   169,230.      786,050.      MT  (+/- 180 meters Scaled)
 MK1045
 MK1045                          SUPERSEDED SURVEY CONTROL
 MK1045
 MK1045  NGVD 29 (??/??/92)  379.293  (m)         1244.40   (f) ADJ UNCH    2 0
 MK1045
 MK1045.Superseded values are not recommended for survey control.
 MK1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1045.See file dsdata.txt to determine how the superseded data were derived.
 MK1045
 MK1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL024756(NAD 83)
 MK1045_MARKER: DB = BENCH MARK DISK
 MK1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1045_STAMPING: C 304 1950
 MK1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1045+STABILITY: SURFACE MOTION
 MK1045
 MK1045  HISTORY     - Date     Condition        Report By
 MK1045  HISTORY     - 1950     MONUMENTED       CGS
 MK1045
 MK1045                          STATION DESCRIPTION
 MK1045
 MK1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1045'2.1 MI NE FROM COLON.
 MK1045'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO AND
 MK1045'NORTH WESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILE NORTH
 MK1045'ALONG STATE HIGHWAY 109, THENCE 1.0 MILE EAST ALONG STATE
 MK1045'HIGHWAY 64, 136 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MK1045'33 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 MK1045'5.5 FEET SOUTH OF A POWER POLE, 9.7 FEET WEST OF A FENCE,
 MK1045'1.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1045'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0592 ***********************************************************************
 MK0592  DESIGNATION -  C 305
 MK0592  PID         -  MK0592
 MK0592  STATE/COUNTY-  NE/DOUGLAS
 MK0592  USGS QUAD   -  VALLEY (1983)
 MK0592
 MK0592                         *CURRENT SURVEY CONTROL
 MK0592  ___________________________________________________________________
 MK0592* NAD 83(1986)-  41 20 37.     (N)    096 18 42.     (W)     SCALED    
 MK0592* NAVD 88     -       346.116  (meters)    1135.55   (feet)  ADJUSTED  
 MK0592  ___________________________________________________________________
 MK0592  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 MK0592  DYNAMIC HT  -         345.953 (meters)    1135.01  (feet)  COMP
 MK0592  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 MK0592
 MK0592  VERT ORDER  -  SECOND    CLASS 0
 MK0592
 MK0592.The horizontal coordinates were scaled from a topographic map and have
 MK0592.an estimated accuracy of +/- 6 seconds.
 MK0592
 MK0592.The orthometric height was determined by differential leveling
 MK0592.and adjusted by the National Geodetic Survey in June 1991..
 MK0592
 MK0592.The geoid height was determined by GEOID03.
 MK0592
 MK0592.The dynamic height is computed by dividing the NAVD 88
 MK0592.geopotential number by the normal gravity value computed on the
 MK0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0592.degrees latitude (g = 980.6199 gals.).
 MK0592
 MK0592.The modeled gravity was interpolated from observed gravity values.
 MK0592
 MK0592;                    North         East    Units  Estimated Accuracy
 MK0592;SPC NE       -   174,260.      808,500.      MT  (+/- 180 meters Scaled)
 MK0592
 MK0592                          SUPERSEDED SURVEY CONTROL
 MK0592
 MK0592  NGVD 29 (??/??/92)  345.976  (m)         1135.09   (f) ADJ UNCH    2 0
 MK0592
 MK0592.Superseded values are not recommended for survey control.
 MK0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0592.See file dsdata.txt to determine how the superseded data were derived.
 MK0592
 MK0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL249803(NAD 83)
 MK0592_MARKER: DB = BENCH MARK DISK
 MK0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0592_STAMPING: C 305 1950
 MK0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0592+STABILITY: SURFACE MOTION
 MK0592
 MK0592  HISTORY     - Date     Condition        Report By
 MK0592  HISTORY     - 1950     MONUMENTED       CGS
 MK0592  HISTORY     - 1976     GOOD             LOCSUR
 MK0592
 MK0592                          STATION DESCRIPTION
 MK0592
 MK0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0592'4.6 MI NW FROM WATERLOO.
 MK0592'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 130 FROM THE UNION
 MK0592'PACIFIC RAILROAD STATION AT WATERLOO, THENCE 1.0 MILE NORTHWEST
 MK0592'ALONG U.S. HIGHWAY 275, THENCE 3.0 MILES NORTH ALONG A GRAVELED
 MK0592'ROAD, AT THE FARM HOME OF FRED BEHLE, 102 FEET WEST OF THE
 MK0592'CENTER LINE OF THE ROAD, 121 FEET NORTHEAST OF THE NORTHEAST
 MK0592'CORNER OF A BARN, 26 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 MK0592'FARMHOUSE, 8 FEET EAST OF A LIGHT POLE, 1.6 FEET SOUTH OF A
 MK0592'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MK0592'WITH THE GROUND.
 MK0592
 MK0592                          STATION RECOVERY (1976)
 MK0592
 MK0592'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0164 ***********************************************************************
 ML0164  DESIGNATION -  C 306
 ML0164  PID         -  ML0164
 ML0164  STATE/COUNTY-  NE/HOWARD
 ML0164  USGS QUAD   -  WOLBACH SW (1974)
 ML0164
 ML0164                         *CURRENT SURVEY CONTROL
 ML0164  ___________________________________________________________________
 ML0164* NAD 83(1986)-  41 17 18.     (N)    098 27 00.     (W)     SCALED    
 ML0164* NAVD 88     -       593.237  (meters)    1946.31   (feet)  ADJUSTED  
 ML0164  ___________________________________________________________________
 ML0164  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 ML0164  DYNAMIC HT  -         592.941 (meters)    1945.34  (feet)  COMP
 ML0164  MODELED GRAV-     980,106.3   (mgal)                       NAVD 88
 ML0164
 ML0164  VERT ORDER  -  SECOND    CLASS 0
 ML0164
 ML0164.The horizontal coordinates were scaled from a topographic map and have
 ML0164.an estimated accuracy of +/- 6 seconds.
 ML0164
 ML0164.The orthometric height was determined by differential leveling
 ML0164.and adjusted by the National Geodetic Survey in June 1991..
 ML0164
 ML0164.The geoid height was determined by GEOID03.
 ML0164
 ML0164.The dynamic height is computed by dividing the NAVD 88
 ML0164.geopotential number by the normal gravity value computed on the
 ML0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0164.degrees latitude (g = 980.6199 gals.).
 ML0164
 ML0164.The modeled gravity was interpolated from observed gravity values.
 ML0164
 ML0164;                    North         East    Units  Estimated Accuracy
 ML0164;SPC NE       -   162,710.      629,790.      MT  (+/- 180 meters Scaled)
 ML0164
 ML0164                          SUPERSEDED SURVEY CONTROL
 ML0164
 ML0164  NGVD 29 (??/??/92)  592.994  (m)         1945.51   (f) ADJ UNCH    2 0
 ML0164
 ML0164.Superseded values are not recommended for survey control.
 ML0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0164.See file dsdata.txt to determine how the superseded data were derived.
 ML0164
 ML0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460709(NAD 83)
 ML0164_MARKER: DB = BENCH MARK DISK
 ML0164_SETTING: 0 = UNSPECIFIED SETTING
 ML0164_STAMPING: C 306 1950
 ML0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0164
 ML0164  HISTORY     - Date     Condition        Report By
 ML0164  HISTORY     - 1950     MONUMENTED       CGS
 ML0164  HISTORY     - 1956     GOOD             NGS
 ML0164
 ML0164                          STATION DESCRIPTION
 ML0164
 ML0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ML0164'5.3 MI N FROM ST PAUL.
 ML0164'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING
 ML0164'EAST 0.3 MILE ALONG THE MAIN STREET, THENCE NORTH ALONG U.S.
 ML0164'HIGHWAY 281 FROM 5.3 MILES TO A ROAD INTERSECTION.  THE MARK IS
 ML0164'90 FEET WEST OF THE CENTER OF U.S. HIGHWAY 281, 73 FEET NORTHWEST
 ML0164'OF A POWER POLE, 26 FEET SOUTHEAST OF A FENCE CORNER, 15 FEET
 ML0164'EAST OF A FENCE, 14 FEET SOUTHWEST OF A ROAD LEADING NORTHWEST
 ML0164'TO A FARM RESIDENCE, AND 2 FEET SOUTHEAST OF A WITNESS POST.  THE
 ML0164'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED C 306 1950.
 ML0164'NOTE-- IT WAS NOT NECESSARY TO RELOCATE THIS MARK AS REQUESTED
 ML0164'IN ORIGINAL CORRESPONDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0220 ***********************************************************************
 ML0220  DESIGNATION -  C 307
 ML0220  PID         -  ML0220
 ML0220  STATE/COUNTY-  NE/NANCE
 ML0220  USGS QUAD   -  BELGRADE SW (1955)
 ML0220
 ML0220                         *CURRENT SURVEY CONTROL
 ML0220  ___________________________________________________________________
 ML0220* NAD 83(1986)-  41 17 34.     (N)    098 11 39.     (W)     SCALED    
 ML0220* NAVD 88     -       528.465  (meters)    1733.81   (feet)  ADJUSTED  
 ML0220  ___________________________________________________________________
 ML0220  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 ML0220  DYNAMIC HT  -         528.211 (meters)    1732.97  (feet)  COMP
 ML0220  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 ML0220
 ML0220  VERT ORDER  -  SECOND    CLASS 0
 ML0220
 ML0220.The horizontal coordinates were scaled from a topographic map and have
 ML0220.an estimated accuracy of +/- 6 seconds.
 ML0220
 ML0220.The orthometric height was determined by differential leveling
 ML0220.and adjusted by the National Geodetic Survey in June 1991..
 ML0220
 ML0220.The geoid height was determined by GEOID03.
 ML0220
 ML0220.The dynamic height is computed by dividing the NAVD 88
 ML0220.geopotential number by the normal gravity value computed on the
 ML0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0220.degrees latitude (g = 980.6199 gals.).
 ML0220
 ML0220.The modeled gravity was interpolated from observed gravity values.
 ML0220
 ML0220;                    North         East    Units  Estimated Accuracy
 ML0220;SPC NE       -   163,620.      651,200.      MT  (+/- 180 meters Scaled)
 ML0220
 ML0220                          SUPERSEDED SURVEY CONTROL
 ML0220
 ML0220  NGVD 29 (??/??/92)  528.237  (m)         1733.06   (f) ADJ UNCH    2 0
 ML0220
 ML0220.Superseded values are not recommended for survey control.
 ML0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0220.See file dsdata.txt to determine how the superseded data were derived.
 ML0220
 ML0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL674715(NAD 83)
 ML0220_MARKER: DB = BENCH MARK DISK
 ML0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0220_STAMPING: C 307 1950
 ML0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0220+STABILITY: SURFACE MOTION
 ML0220
 ML0220  HISTORY     - Date     Condition        Report By
 ML0220  HISTORY     - 1950     MONUMENTED       CGS
 ML0220
 ML0220                          STATION DESCRIPTION
 ML0220
 ML0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0220'10.3 MI E FROM CUSHING.
 ML0220'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0220'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 3.4
 ML0220'MILES EAST ALONG A GRAVELED ROAD, 0.1 MILE EAST OF AN ABANDONED
 ML0220'HOUSE WHICH IS ON THE SOUTH SIDE OF THE ROAD, 44 FEET SOUTH
 ML0220'OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHWEST OF THE CENTER
 ML0220'LINE OF A FIELD ROAD, 10 FEET SOUTH OF A FENCE CORNER, 8 FEET
 ML0220'SOUTH OF BENCH MARK 10-62 (U.S.B.R.), 1 FOOT EAST OF A FENCE,
 ML0220'3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0220'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1566 ***********************************************************************
 MK1566  DESIGNATION -  C 308
 MK1566  PID         -  MK1566
 MK1566  STATE/COUNTY-  NE/NANCE
 MK1566  USGS QUAD   -  MERCHISTON (1958)
 MK1566
 MK1566                         *CURRENT SURVEY CONTROL
 MK1566  ___________________________________________________________________
 MK1566* NAD 83(1986)-  41 23 13.     (N)    097 55 32.     (W)     SCALED    
 MK1566* NAVD 88     -       506.071  (meters)    1660.33   (feet)  ADJUSTED  
 MK1566  ___________________________________________________________________
 MK1566  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 MK1566  DYNAMIC HT  -         505.836 (meters)    1659.56  (feet)  COMP
 MK1566  MODELED GRAV-     980,143.1   (mgal)                       NAVD 88
 MK1566
 MK1566  VERT ORDER  -  SECOND    CLASS 0
 MK1566
 MK1566.The horizontal coordinates were scaled from a topographic map and have
 MK1566.an estimated accuracy of +/- 6 seconds.
 MK1566
 MK1566.The orthometric height was determined by differential leveling
 MK1566.and adjusted by the National Geodetic Survey in June 1991..
 MK1566
 MK1566.The geoid height was determined by GEOID03.
 MK1566
 MK1566.The dynamic height is computed by dividing the NAVD 88
 MK1566.geopotential number by the normal gravity value computed on the
 MK1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1566.degrees latitude (g = 980.6199 gals.).
 MK1566
 MK1566.The modeled gravity was interpolated from observed gravity values.
 MK1566
 MK1566;                    North         East    Units  Estimated Accuracy
 MK1566;SPC NE       -   174,570.      673,430.      MT  (+/- 180 meters Scaled)
 MK1566
 MK1566                          SUPERSEDED SURVEY CONTROL
 MK1566
 MK1566  NGVD 29 (??/??/92)  505.852  (m)         1659.62   (f) ADJ UNCH    2 0
 MK1566
 MK1566.Superseded values are not recommended for survey control.
 MK1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1566.See file dsdata.txt to determine how the superseded data were derived.
 MK1566
 MK1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL898822(NAD 83)
 MK1566_MARKER: DB = BENCH MARK DISK
 MK1566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1566_SP_SET: BRIDGE
 MK1566_STAMPING: C 308 1950
 MK1566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1566
 MK1566  HISTORY     - Date     Condition        Report By
 MK1566  HISTORY     - 1950     MONUMENTED       CGS
 MK1566  HISTORY     - 1958     GOOD             USGS
 MK1566
 MK1566                          STATION DESCRIPTION
 MK1566
 MK1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1566'4.2 MI NE FROM FULLERTON.
 MK1566'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1566'AT FULLERTON, AT A T ROAD JUNCTION, 43 FEET WEST OF THE CENTER
 MK1566'LINE OF A ROAD LEADING NORTH, 15 FEET NORTH OF THE CENTER LINE
 MK1566'OF THE HIGHWAY, LEVEL WITH THE HIGHWAY, SET IN THE TOP OF THE
 MK1566'SOUTHEAST END OF THE NORTHWEST WINGWALL OF A CONCRETE BRIDGE,
 MK1566'1.5 FEET NORTHWEST OF THE WEST END OF THE NORTH WALL OF THE
 MK1566'BRIDGE.
 MK1566
 MK1566                          STATION RECOVERY (1958)
 MK1566
 MK1566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MK1566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1567 ***********************************************************************
 MK1567  DESIGNATION -  C 308 RESET
 MK1567  PID         -  MK1567
 MK1567  STATE/COUNTY-  NE/NANCE
 MK1567  USGS QUAD   -  MERCHISTON (1958)
 MK1567
 MK1567                         *CURRENT SURVEY CONTROL
 MK1567  ___________________________________________________________________
 MK1567* NAD 83(1986)-  41 23 14.     (N)    097 55 33.     (W)     SCALED    
 MK1567* NAVD 88     -       506.55   (meters)    1661.9    (feet)  RESET     
 MK1567  ___________________________________________________________________
 MK1567  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 MK1567
 MK1567  VERT ORDER  -  THIRD
 MK1567
 MK1567.The horizontal coordinates were scaled from a topographic map and have
 MK1567.an estimated accuracy of +/- 6 seconds.
 MK1567
 MK1567.The orthometric height was computed from unverified reset data.
 MK1567
 MK1567.The geoid height was determined by GEOID03.
 MK1567
 MK1567;                    North         East    Units  Estimated Accuracy
 MK1567;SPC NE       -   174,600.      673,410.      MT  (+/- 180 meters Scaled)
 MK1567
 MK1567                          SUPERSEDED SURVEY CONTROL
 MK1567
 MK1567  NGVD 29 (??/??/??)  506.33   (m)         1661.2    (f) RESET       3  
 MK1567
 MK1567.Superseded values are not recommended for survey control.
 MK1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1567.See file dsdata.txt to determine how the superseded data were derived.
 MK1567
 MK1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL898823(NAD 83)
 MK1567_MARKER: DB = BENCH MARK DISK
 MK1567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1567_SP_SET: CULVERT
 MK1567_STAMPING: C 308 RESET 1957
 MK1567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1567
 MK1567  HISTORY     - Date     Condition        Report By
 MK1567  HISTORY     - 1957     MONUMENTED       NEDR
 MK1567  HISTORY     - 1958     GOOD             USGS
 MK1567
 MK1567                          STATION DESCRIPTION
 MK1567
 MK1567'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1567'4.2 MI NE FROM FULLERTON.
 MK1567'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1567'AT FULLERTON, AT A T ROAD JUNCTION, 90.3 FEET NORTHEAST OF
 MK1567'NORTHEAST CORNER OF NORTH PARAPET WALL OF CONCRETE BOX CULVERT,
 MK1567'63.7 FEET EAST OF CENTERLINE OF POWER POLE, 5.0 FEET NORTH OF
 MK1567'CENTERLINE OF POWER POLE, AND 37 FEET NORTH OF NORTH EDGE OF
 MK1567'HEADWALL OF CULVERT PIPE.
 MK1567
 MK1567                          STATION RECOVERY (1958)
 MK1567
 MK1567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MK1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2210 ***********************************************************************
 MK2210  DESIGNATION -  C 309 RESET
 MK2210  PID         -  MK2210
 MK2210  STATE/COUNTY-  NE/PLATTE
 MK2210  USGS QUAD   -  MONROE (1958)
 MK2210
 MK2210                         *CURRENT SURVEY CONTROL
 MK2210  ___________________________________________________________________
 MK2210* NAD 83(1986)-  41 28 29.     (N)    097 32 30.     (W)     SCALED    
 MK2210* NAVD 88     -       458.20   (meters)    1503.3    (feet)  RESET     
 MK2210  ___________________________________________________________________
 MK2210  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 MK2210
 MK2210  VERT ORDER  -  THIRD
 MK2210
 MK2210.The horizontal coordinates were scaled from a topographic map and have
 MK2210.an estimated accuracy of +/- 6 seconds.
 MK2210
 MK2210.The orthometric height was computed from unverified reset data.
 MK2210.No vertical observational check was made to the station.
 MK2210
 MK2210.The geoid height was determined by GEOID03.
 MK2210
 MK2210;                    North         East    Units  Estimated Accuracy
 MK2210;SPC NE       -   185,150.      705,240.      MT  (+/- 180 meters Scaled)
 MK2210
 MK2210                          SUPERSEDED SURVEY CONTROL
 MK2210
 MK2210  NGVD 29 (08/02/06)  458.02   (m)         1502.7    (f) RESET       3  
 MK2210
 MK2210.Superseded values are not recommended for survey control.
 MK2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2210.See file dsdata.txt to determine how the superseded data were derived.
 MK2210
 MK2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL217924(NAD 83)
 MK2210_MARKER: DV = VERTICAL CONTROL DISK
 MK2210_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MK2210_SP_SET: PARAPET WALL
 MK2210_STAMPING: C 309 RESET 1983
 MK2210_MARK LOGO: NGS   
 MK2210_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2210
 MK2210  HISTORY     - Date     Condition        Report By
 MK2210  HISTORY     - 1983     MONUMENTED       NGS
 MK2210
 MK2210                          STATION DESCRIPTION
 MK2210
 MK2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MK2210'0.08 KM (0.05 MI) NORTH ALONG A STREET, FROM THE POST OFFICE IN
 MK2210'MONROE, THENCE 4.83 KM (3.00 MI) RIGHT AND EAST ALONG STATE HIGHWAY
 MK2210'22 TO THE MARK ON THE RIGHT, JUST WEST OF A CROSSROAD, IN THE TOP OF
 MK2210'THE EAST END OF THE SOUTH PARAPET WALL OF A DOUBLE 12 X 12 FOOT (3.7
 MK2210'M) CONCRETE BOX CULVERT, 12.80 M (41.99 FT) SOUTH OF THE CENTERLINE
 MK2210'OF THE HIGHWAY AND 0.61 M (2.00 FT) WEST OF THE EAST END OF THE
 MK2210'PARAPET WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0119 ***********************************************************************
 ML0119  DESIGNATION -  C 310
 ML0119  PID         -  ML0119
 ML0119  STATE/COUNTY-  NE/GREELEY
 ML0119  USGS QUAD   -  SPALDING NW (1985)
 ML0119
 ML0119                         *CURRENT SURVEY CONTROL
 ML0119  ___________________________________________________________________
 ML0119* NAD 83(1986)-  41 42 45.     (N)    098 26 36.     (W)     SCALED    
 ML0119* NAVD 88     -       583.164  (meters)    1913.26   (feet)  ADJUSTED  
 ML0119  ___________________________________________________________________
 ML0119  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 ML0119  DYNAMIC HT  -         582.887 (meters)    1912.36  (feet)  COMP
 ML0119  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 ML0119
 ML0119  VERT ORDER  -  SECOND    CLASS 0
 ML0119
 ML0119.The horizontal coordinates were scaled from a topographic map and have
 ML0119.an estimated accuracy of +/- 6 seconds.
 ML0119
 ML0119.The orthometric height was determined by differential leveling
 ML0119.and adjusted by the National Geodetic Survey in June 1991..
 ML0119
 ML0119.The geoid height was determined by GEOID03.
 ML0119
 ML0119.The dynamic height is computed by dividing the NAVD 88
 ML0119.geopotential number by the normal gravity value computed on the
 ML0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0119.degrees latitude (g = 980.6199 gals.).
 ML0119
 ML0119.The modeled gravity was interpolated from observed gravity values.
 ML0119
 ML0119;                    North         East    Units  Estimated Accuracy
 ML0119;SPC NE       -   209,800.      629,500.      MT  (+/- 180 meters Scaled)
 ML0119
 ML0119                          SUPERSEDED SURVEY CONTROL
 ML0119
 ML0119  NGVD 29 (??/??/92)  582.924  (m)         1912.48   (f) ADJ UNCH    2 0
 ML0119
 ML0119.Superseded values are not recommended for survey control.
 ML0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0119.See file dsdata.txt to determine how the superseded data were derived.
 ML0119
 ML0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM463180(NAD 83)
 ML0119_MARKER: DB = BENCH MARK DISK
 ML0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0119_STAMPING: C 310 1950
 ML0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0119+STABILITY: SURFACE MOTION
 ML0119
 ML0119  HISTORY     - Date     Condition        Report By
 ML0119  HISTORY     - 1950     MONUMENTED       CGS
 ML0119
 ML0119                          STATION DESCRIPTION
 ML0119
 ML0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0119'5.1 MI NW FROM SPALDING.
 ML0119'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0119'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, AT A JUNCTION OF THE
 ML0119'HIGHWAY AND A GRAVELED ROAD LEADING NORTH, 300 FEET NORTH OF THE
 ML0119'CENTER LINE OF THE HIGHWAY, 78 FEET NORTHWEST OF THE NORTHWEST
 ML0119'CORNER OF CONCRETE BRIDGE 4324, 34 FEET NORTHEAST OF THE
 ML0119'CENTER LINE OF A ROAD, 1.5 FEET NORTHEAST OF A FENCE, 1.5
 ML0119'FEET SOUTHEAST OF A WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 ML0119'ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 ML0119'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1667 ***********************************************************************
 MK1667  DESIGNATION -  C 311
 MK1667  PID         -  MK1667
 MK1667  STATE/COUNTY-  NE/MADISON
 MK1667  USGS QUAD   -  NEWMAN GROVE (1985)
 MK1667
 MK1667                         *CURRENT SURVEY CONTROL
 MK1667  ___________________________________________________________________
 MK1667* NAD 83(1986)-  41 44 58.     (N)    097 49 58.     (W)     SCALED    
 MK1667* NAVD 88     -       560.583  (meters)    1839.18   (feet)  ADJUSTED  
 MK1667  ___________________________________________________________________
 MK1667  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 MK1667  DYNAMIC HT  -         560.353 (meters)    1838.42  (feet)  COMP
 MK1667  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 MK1667
 MK1667  VERT ORDER  -  SECOND    CLASS 0
 MK1667
 MK1667.The horizontal coordinates were scaled from a topographic map and have
 MK1667.an estimated accuracy of +/- 6 seconds.
 MK1667
 MK1667.The orthometric height was determined by differential leveling
 MK1667.and adjusted by the National Geodetic Survey in June 1991..
 MK1667
 MK1667.The geoid height was determined by GEOID03.
 MK1667
 MK1667.The dynamic height is computed by dividing the NAVD 88
 MK1667.geopotential number by the normal gravity value computed on the
 MK1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1667.degrees latitude (g = 980.6199 gals.).
 MK1667
 MK1667.The modeled gravity was interpolated from observed gravity values.
 MK1667
 MK1667;                    North         East    Units  Estimated Accuracy
 MK1667;SPC NE       -   215,000.      680,180.      MT  (+/- 180 meters Scaled)
 MK1667
 MK1667                          SUPERSEDED SURVEY CONTROL
 MK1667
 MK1667  NGVD 29 (??/??/92)  560.385  (m)         1838.53   (f) ADJ UNCH    2 0
 MK1667
 MK1667.Superseded values are not recommended for survey control.
 MK1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1667.See file dsdata.txt to determine how the superseded data were derived.
 MK1667
 MK1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM970226(NAD 83)
 MK1667_MARKER: DB = BENCH MARK DISK
 MK1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1667_STAMPING: C 311 1950
 MK1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1667+STABILITY: SURFACE MOTION
 MK1667
 MK1667  HISTORY     - Date     Condition        Report By
 MK1667  HISTORY     - 1950     MONUMENTED       CGS
 MK1667
 MK1667                          STATION DESCRIPTION
 MK1667
 MK1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1667'3 MI W FROM NEWMAN GROVE.
 MK1667'3.0 MILES WEST ALONG STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1667'LUTHERAN CHURCH AT NEWMAN GROVE, AT A T ROAD JUNCTION, ON THE
 MK1667'OUTSIDE OF A CURVE IN THE HIGHWAY, 148 FEET NORTHWEST OF THE
 MK1667'CENTER LINE OF THE HIGHWAY, 33 FEET EAST OF THE CENTER LINE OF A
 MK1667'ROAD LEADING NORTH, 56 FEET NORTH OF THE CENTER LINE OF A SHORT
 MK1667'EAST AND WEST ROAD, 1.8 FEET NORTHEAST OF A FENCE CORNER, 2.6
 MK1667'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1667'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0046 ***********************************************************************
 ML0046  DESIGNATION -  C 312
 ML0046  PID         -  ML0046
 ML0046  STATE/COUNTY-  NE/BOONE
 ML0046  USGS QUAD   -  PETERSBURG (1985)
 ML0046
 ML0046                         *CURRENT SURVEY CONTROL
 ML0046  ___________________________________________________________________
 ML0046* NAD 83(1986)-  41 51 00.     (N)    098 03 47.     (W)     SCALED    
 ML0046* NAVD 88     -       582.282  (meters)    1910.37   (feet)  ADJUSTED  
 ML0046  ___________________________________________________________________
 ML0046  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 ML0046  DYNAMIC HT  -         582.024 (meters)    1909.52  (feet)  COMP
 ML0046  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 ML0046
 ML0046  VERT ORDER  -  SECOND    CLASS 0
 ML0046
 ML0046.The horizontal coordinates were scaled from a topographic map and have
 ML0046.an estimated accuracy of +/- 6 seconds.
 ML0046
 ML0046.The orthometric height was determined by differential leveling
 ML0046.and adjusted by the National Geodetic Survey in June 1991..
 ML0046
 ML0046.The geoid height was determined by GEOID03.
 ML0046
 ML0046.The dynamic height is computed by dividing the NAVD 88
 ML0046.geopotential number by the normal gravity value computed on the
 ML0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0046.degrees latitude (g = 980.6199 gals.).
 ML0046
 ML0046.The modeled gravity was interpolated from observed gravity values.
 ML0046
 ML0046;                    North         East    Units  Estimated Accuracy
 ML0046;SPC NE       -   225,700.      660,790.      MT  (+/- 180 meters Scaled)
 ML0046
 ML0046                          SUPERSEDED SURVEY CONTROL
 ML0046
 ML0046  NGVD 29 (??/??/92)  582.051  (m)         1909.61   (f) ADJ UNCH    2 0
 ML0046
 ML0046.Superseded values are not recommended for survey control.
 ML0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0046.See file dsdata.txt to determine how the superseded data were derived.
 ML0046
 ML0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM777335(NAD 83)
 ML0046_MARKER: DB = BENCH MARK DISK
 ML0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0046_SP_SET: CULVERT
 ML0046_STAMPING: C 312 1950
 ML0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0046
 ML0046  HISTORY     - Date     Condition        Report By
 ML0046  HISTORY     - 1950     MONUMENTED       CGS
 ML0046  HISTORY     - 1972     GOOD             NGS
 ML0046
 ML0046                          STATION DESCRIPTION
 ML0046
 ML0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0046'1.3 MI E FROM PETERSBURG.
 ML0046'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER
 ML0046'AT PETERSBURG, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, 0.05
 ML0046'MILE EAST OF A ROAD INTERSECTION, 14 FEET SOUTH OF THE CENTER LINE
 ML0046'OF THE ROAD, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 ML0046'FLOOR OF A LARGE CONCRETE CULVERT, 0.5 FOOT NORTHWEST OF THE
 ML0046'NORTHEAST CORNER OF THE EAST END OF THE SOUTH HEADWALL, 0.8 FOOT
 ML0046'BELOW THE TOP OF THE HEADWALL.
 ML0046
 ML0046                          STATION RECOVERY (1972)
 ML0046
 ML0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ML0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0047 ***********************************************************************
 ML0047  DESIGNATION -  C 312 RESET
 ML0047  PID         -  ML0047
 ML0047  STATE/COUNTY-  NE/BOONE
 ML0047  USGS QUAD   -  PETERSBURG (1985)
 ML0047
 ML0047                         *CURRENT SURVEY CONTROL
 ML0047  ___________________________________________________________________
 ML0047* NAD 83(1986)-  41 51 00.     (N)    098 03 47.     (W)     SCALED    
 ML0047* NAVD 88     -       581.28   (meters)    1907.1    (feet)  RESET     
 ML0047  ___________________________________________________________________
 ML0047  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 ML0047
 ML0047  VERT ORDER  -  THIRD
 ML0047
 ML0047.The horizontal coordinates were scaled from a topographic map and have
 ML0047.an estimated accuracy of +/- 6 seconds.
 ML0047
 ML0047.The orthometric height was computed from unverified reset data.
 ML0047
 ML0047.The geoid height was determined by GEOID03.
 ML0047
 ML0047;                    North         East    Units  Estimated Accuracy
 ML0047;SPC NE       -   225,700.      660,790.      MT  (+/- 180 meters Scaled)
 ML0047
 ML0047                          SUPERSEDED SURVEY CONTROL
 ML0047
 ML0047.No superseded survey control is available for this station.
 ML0047
 ML0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM777335(NAD 83)
 ML0047_MARKER: DB = BENCH MARK DISK
 ML0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0047_STAMPING: C 312 RESET 1972
 ML0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0047+STABILITY: SURFACE MOTION
 ML0047
 ML0047  HISTORY     - Date     Condition        Report By
 ML0047  HISTORY     - 1972     MONUMENTED       NGS
 ML0047
 ML0047                          STATION DESCRIPTION
 ML0047
 ML0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ML0047'1.1 MI E FROM PETERSBURG.
 ML0047'TO REACH FROM THE PETERSBURG SCHOOL IN PETERSBURG, GO EAST ON
 ML0047'HIGHWAY 32 FOR 1.1 MILES TO A TWO STORY FARM HOUSE AND THE MARK ON
 ML0047'THE LEFT.  IT IS A STANDARD BENCH MARK DISK STAMPED C 312 RESET
 ML0047'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 ML0047'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 200 FEET EAST
 ML0047'OF THE HOUSE, 16 FEET NORTH OF AN ANCHOR GUY ROD FOR A POWER POLE,
 ML0047'2.5 FEET WEST OF THE POWER POLE AND 1.5 FEET EAST OF A METAL
 ML0047'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0101 ***********************************************************************
 ML0101  DESIGNATION -  C 313
 ML0101  PID         -  ML0101
 ML0101  STATE/COUNTY-  NE/BOONE
 ML0101  USGS QUAD   -  MUD CREEK (1985)
 ML0101
 ML0101                         *CURRENT SURVEY CONTROL
 ML0101  ___________________________________________________________________
 ML0101* NAD 83(1986)-  41 46 13.     (N)    098 16 40.     (W)     SCALED    
 ML0101* NAVD 88     -       635.168  (meters)    2083.88   (feet)  ADJUSTED  
 ML0101  ___________________________________________________________________
 ML0101  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML0101  DYNAMIC HT  -         634.875 (meters)    2082.92  (feet)  COMP
 ML0101  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 ML0101
 ML0101  VERT ORDER  -  SECOND    CLASS 0
 ML0101
 ML0101.The horizontal coordinates were scaled from a topographic map and have
 ML0101.an estimated accuracy of +/- 6 seconds.
 ML0101
 ML0101.The orthometric height was determined by differential leveling
 ML0101.and adjusted by the National Geodetic Survey in June 1991..
 ML0101
 ML0101.The geoid height was determined by GEOID03.
 ML0101
 ML0101.The dynamic height is computed by dividing the NAVD 88
 ML0101.geopotential number by the normal gravity value computed on the
 ML0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0101.degrees latitude (g = 980.6199 gals.).
 ML0101
 ML0101.The modeled gravity was interpolated from observed gravity values.
 ML0101
 ML0101;                    North         East    Units  Estimated Accuracy
 ML0101;SPC NE       -   216,480.      643,140.      MT  (+/- 180 meters Scaled)
 ML0101
 ML0101                          SUPERSEDED SURVEY CONTROL
 ML0101
 ML0101  NGVD 29 (??/??/92)  634.928  (m)         2083.09   (f) ADJ UNCH    2 0
 ML0101
 ML0101.Superseded values are not recommended for survey control.
 ML0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0101.See file dsdata.txt to determine how the superseded data were derived.
 ML0101
 ML0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM600245(NAD 83)
 ML0101_MARKER: DB = BENCH MARK DISK
 ML0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0101_STAMPING: C 313 1950
 ML0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0101+STABILITY: SURFACE MOTION
 ML0101
 ML0101  HISTORY     - Date     Condition        Report By
 ML0101  HISTORY     - 1950     MONUMENTED       CGS
 ML0101
 ML0101                          STATION DESCRIPTION
 ML0101
 ML0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0101'10.7 MI W FROM LORETTO.
 ML0101'1.25 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0101'LORETTO, THENCE 9.45 MILES WEST ALONG A SAND ROAD, AT A ROAD
 ML0101'INTERSECTION, 60 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 ML0101'WEST ROAD, 35 FEET NORTH OF A FENCE CORNER, 29 FEET WEST OF THE
 ML0101'CENTER LINE OF A NORTH AND SOUTH ROAD, 0.9 FOOT EAST OF A FENCE,
 ML0101'1.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0101'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0937 ***********************************************************************
 ML0937  DESIGNATION -  C 314
 ML0937  PID         -  ML0937
 ML0937  STATE/COUNTY-  NE/BLAINE
 ML0937  USGS QUAD   -  BREWSTER SW (1974)
 ML0937
 ML0937                         *CURRENT SURVEY CONTROL
 ML0937  ___________________________________________________________________
 ML0937* NAD 83(1986)-  41 49 05.     (N)    099 58 15.     (W)     SCALED    
 ML0937* NAVD 88     -       781.917  (meters)    2565.34   (feet)  ADJUSTED  
 ML0937  ___________________________________________________________________
 ML0937  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 ML0937  DYNAMIC HT  -         781.522 (meters)    2564.04  (feet)  COMP
 ML0937  MODELED GRAV-     980,091.2   (mgal)                       NAVD 88
 ML0937
 ML0937  VERT ORDER  -  SECOND    CLASS 0
 ML0937
 ML0937.The horizontal coordinates were scaled from a topographic map and have
 ML0937.an estimated accuracy of +/- 6 seconds.
 ML0937
 ML0937.The orthometric height was determined by differential leveling
 ML0937.and adjusted by the National Geodetic Survey in June 1991..
 ML0937
 ML0937.The geoid height was determined by GEOID03.
 ML0937
 ML0937.The dynamic height is computed by dividing the NAVD 88
 ML0937.geopotential number by the normal gravity value computed on the
 ML0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0937.degrees latitude (g = 980.6199 gals.).
 ML0937
 ML0937.The modeled gravity was interpolated from observed gravity values.
 ML0937
 ML0937;                    North         East    Units  Estimated Accuracy
 ML0937;SPC NE       -   220,360.      502,420.      MT  (+/- 180 meters Scaled)
 ML0937
 ML0937                          SUPERSEDED SURVEY CONTROL
 ML0937
 ML0937  NGVD 29 (??/??/92)  781.632  (m)         2564.40   (f) ADJ UNCH    2 0
 ML0937
 ML0937.Superseded values are not recommended for survey control.
 ML0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0937.See file dsdata.txt to determine how the superseded data were derived.
 ML0937
 ML0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM193300(NAD 83)
 ML0937_MARKER: DB = BENCH MARK DISK
 ML0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0937_STAMPING: C 314 1950
 ML0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0937+STABILITY: SURFACE MOTION
 ML0937
 ML0937  HISTORY     - Date     Condition        Report By
 ML0937  HISTORY     - 1950     MONUMENTED       CGS
 ML0937
 ML0937                          STATION DESCRIPTION
 ML0937
 ML0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0937'8.1 MI E FROM DUNNING.
 ML0937'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0937'RAILROAD FROM THE STATION AT DUNNING, THENCE 3.3 MILES EAST
 ML0937'ALONG A WINDING SAND ROAD, THENCE 1.0 MILE EAST ALONG A TELEPHONE
 ML0937'LINE, THENCE 2.3 MILES EAST ALONG A SAND ROAD, THENCE 0.4 MILE
 ML0937'NORTH ALONG A SAND ROAD, ON THE NORTH SIDE OF THE MIDDLE LOUP
 ML0937'RIVER, 233.2 FEET NORTH OF BENCH MARK 2562.6 (U.S.G.S.), 102
 ML0937'FEET NORTH OF THE NORTH END OF A BRIDGE, 25 FEET NORTHWEST OF
 ML0937'THE CENTER LINE OF A ROAD LEADING NORTHEAST, 42 FEET NORTHEAST
 ML0937'OF THE CENTER LINE OF A ROAD LEADING NORTHWEST, 2.4 FEET WEST
 ML0937'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0937'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0656 ***********************************************************************
 LH0656  DESIGNATION -  C 315
 LH0656  PID         -  LH0656
 LH0656  STATE/COUNTY-  NE/BUFFALO
 LH0656  USGS QUAD   -  MILLER NE (1962)
 LH0656
 LH0656                         *CURRENT SURVEY CONTROL
 LH0656  ___________________________________________________________________
 LH0656* NAD 83(1986)-  40 55 29.     (N)    099 22 08.     (W)     SCALED    
 LH0656* NAVD 88     -       703.722  (meters)    2308.79   (feet)  ADJUSTED  
 LH0656  ___________________________________________________________________
 LH0656  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 LH0656  DYNAMIC HT  -         703.325 (meters)    2307.49  (feet)  COMP
 LH0656  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 LH0656
 LH0656  VERT ORDER  -  SECOND    CLASS 0
 LH0656
 LH0656.The horizontal coordinates were scaled from a topographic map and have
 LH0656.an estimated accuracy of +/- 6 seconds.
 LH0656
 LH0656.The orthometric height was determined by differential leveling
 LH0656.and adjusted by the National Geodetic Survey in June 1991..
 LH0656
 LH0656.The geoid height was determined by GEOID03.
 LH0656
 LH0656.The dynamic height is computed by dividing the NAVD 88
 LH0656.geopotential number by the normal gravity value computed on the
 LH0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0656.degrees latitude (g = 980.6199 gals.).
 LH0656
 LH0656.The modeled gravity was interpolated from observed gravity values.
 LH0656
 LH0656;                    North         East    Units  Estimated Accuracy
 LH0656;SPC NE       -   121,370.      553,140.      MT  (+/- 180 meters Scaled)
 LH0656
 LH0656                          SUPERSEDED SURVEY CONTROL
 LH0656
 LH0656  NGVD 29 (??/??/92)  703.464  (m)         2307.95   (f) ADJ UNCH    2 0
 LH0656
 LH0656.Superseded values are not recommended for survey control.
 LH0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0656.See file dsdata.txt to determine how the superseded data were derived.
 LH0656
 LH0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML689304(NAD 83)
 LH0656_MARKER: DB = BENCH MARK DISK
 LH0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0656_STAMPING: C 315 1950
 LH0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0656+STABILITY: SURFACE MOTION
 LH0656
 LH0656  HISTORY     - Date     Condition        Report By
 LH0656  HISTORY     - 1950     MONUMENTED       CGS
 LH0656  HISTORY     - 1983     GOOD             LOCSUR
 LH0656
 LH0656                          STATION DESCRIPTION
 LH0656
 LH0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0656'1.3 MI E FROM MILLER.
 LH0656'1.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0656'AT MILLER, AT A ROAD CROSSING, 115 FEET WEST OF THE EXTENDED
 LH0656'CENTER LINE OF A DIRT ROAD LEADING SOUTH, 50 FEET EAST OF
 LH0656'MILEPOST 25, 46 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 1.4
 LH0656'FEET SOUTH OF THE RIGHT OF WAY FENCE, 1.4 FEET WEST OF A
 LH0656'REFERENCE POST, AND SET IN THE TOP OF A 5 FOOT CONCRETE POST
 LH0656'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0656
 LH0656                          STATION RECOVERY (1983)
 LH0656
 LH0656'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0822 ***********************************************************************
 ML0822  DESIGNATION -  C 316
 ML0822  PID         -  ML0822
 ML0822  STATE/COUNTY-  NE/DAWSON
 ML0822  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0822
 ML0822                         *CURRENT SURVEY CONTROL
 ML0822  ___________________________________________________________________
 ML0822* NAD 83(1986)-  41 00 23.     (N)    099 40 30.     (W)     SCALED    
 ML0822* NAVD 88     -       755.524  (meters)    2478.75   (feet)  ADJUSTED  
 ML0822  ___________________________________________________________________
 ML0822  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ML0822  DYNAMIC HT  -         755.089 (meters)    2477.32  (feet)  COMP
 ML0822  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 ML0822
 ML0822  VERT ORDER  -  SECOND    CLASS 0
 ML0822
 ML0822.The horizontal coordinates were scaled from a topographic map and have
 ML0822.an estimated accuracy of +/- 6 seconds.
 ML0822
 ML0822.The orthometric height was determined by differential leveling
 ML0822.and adjusted by the National Geodetic Survey in June 1991..
 ML0822
 ML0822.The geoid height was determined by GEOID03.
 ML0822
 ML0822.The dynamic height is computed by dividing the NAVD 88
 ML0822.geopotential number by the normal gravity value computed on the
 ML0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0822.degrees latitude (g = 980.6199 gals.).
 ML0822
 ML0822.The modeled gravity was interpolated from observed gravity values.
 ML0822
 ML0822;                    North         East    Units  Estimated Accuracy
 ML0822;SPC NE       -   130,290.      527,330.      MT  (+/- 180 meters Scaled)
 ML0822
 ML0822                          SUPERSEDED SURVEY CONTROL
 ML0822
 ML0822  NGVD 29 (??/??/92)  755.234  (m)         2477.80   (f) ADJ UNCH    2 0
 ML0822
 ML0822.Superseded values are not recommended for survey control.
 ML0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0822.See file dsdata.txt to determine how the superseded data were derived.
 ML0822
 ML0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML432396(NAD 83)
 ML0822_MARKER: DB = BENCH MARK DISK
 ML0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0822_STAMPING: C 316 1950
 ML0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0822+STABILITY: SURFACE MOTION
 ML0822
 ML0822  HISTORY     - Date     Condition        Report By
 ML0822  HISTORY     - 1950     MONUMENTED       CGS
 ML0822
 ML0822                          STATION DESCRIPTION
 ML0822
 ML0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0822'3.4 MI SW FROM EDDYVILLE.
 ML0822'0.5 MILE SOUTH ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0822'POST OFFICE AT EDDYVILLE, THENCE 2.5 MILES WEST ALONG A
 ML0822'GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A GRADED DIRT ROAD,
 ML0822'THENCE 0.15 MILE NORTHWEST ALONG A GRADED DIRT ROAD, AT THE
 ML0822'SOUTHWEST EDGE OF A WOODED RAVINE, 63 FEET SOUTHWEST OF THE
 ML0822'CENTER LINE OF THE DIRT ROAD LEADING NORTHWEST, 35 FEET
 ML0822'SOUTHWEST OF A T-FENCE CORNER, 1.6 FEET SOUTH OF A WIRE FENCE,
 ML0822'1.6 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 ML0822'5.5 FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0068 ***********************************************************************
 MM0068  DESIGNATION -  C 317
 MM0068  PID         -  MM0068
 MM0068  STATE/COUNTY-  NE/CUSTER
 MM0068  USGS QUAD   -  ARNOLD (1972)
 MM0068
 MM0068                         *CURRENT SURVEY CONTROL
 MM0068  ___________________________________________________________________
 MM0068* NAD 83(1986)-  41 24 37.     (N)    100 08 08.     (W)     SCALED    
 MM0068* NAVD 88     -       815.180  (meters)    2674.47   (feet)  ADJUSTED  
 MM0068  ___________________________________________________________________
 MM0068  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 MM0068  DYNAMIC HT  -         814.744 (meters)    2673.04  (feet)  COMP
 MM0068  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 MM0068
 MM0068  VERT ORDER  -  SECOND    CLASS 0
 MM0068
 MM0068.The horizontal coordinates were scaled from a topographic map and have
 MM0068.an estimated accuracy of +/- 6 seconds.
 MM0068
 MM0068.The orthometric height was determined by differential leveling
 MM0068.and adjusted by the National Geodetic Survey in June 1991..
 MM0068
 MM0068.The geoid height was determined by GEOID03.
 MM0068
 MM0068.The dynamic height is computed by dividing the NAVD 88
 MM0068.geopotential number by the normal gravity value computed on the
 MM0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0068.degrees latitude (g = 980.6199 gals.).
 MM0068
 MM0068.The modeled gravity was interpolated from observed gravity values.
 MM0068
 MM0068;                    North         East    Units  Estimated Accuracy
 MM0068;SPC NE       -   175,090.      488,670.      MT  (+/- 180 meters Scaled)
 MM0068
 MM0068                          SUPERSEDED SURVEY CONTROL
 MM0068
 MM0068  NGVD 29 (??/??/92)  814.936  (m)         2673.67   (f) ADJ UNCH    2 0
 MM0068
 MM0068.Superseded values are not recommended for survey control.
 MM0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0068.See file dsdata.txt to determine how the superseded data were derived.
 MM0068
 MM0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML050849(NAD 83)
 MM0068_MARKER: DB = BENCH MARK DISK
 MM0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0068_STAMPING: C 317 1950
 MM0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0068+STABILITY: SURFACE MOTION
 MM0068
 MM0068  HISTORY     - Date     Condition        Report By
 MM0068  HISTORY     - 1950     MONUMENTED       CGS
 MM0068  HISTORY     - 1972     GOOD             USGS
 MM0068
 MM0068                          STATION DESCRIPTION
 MM0068
 MM0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0068'3.8 MI SE FROM ARNOLD.
 MM0068'3.0 MILES EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92 FROM
 MM0068'THE UNION PACIFIC RAILRAOD STATION AT ARNOLD, THENCE 0.8 MILE
 MM0068'SOUTH ALONG A GRAVELED ROAD, AT A RAILROAD CROSSING, SOUTH OF AND
 MM0068'ACROSS THE ROAD FROM A GROVE OF TREES, 50 FEET SOUTH OF THE CENTER
 MM0068'LINE OF THE GRAVELED ROAD, 42 FEET EAST OF THE CENTER LINE OF A
 MM0068'DIRT ROAD LEADING SOUTH, 34.3 FEET NORTH OF THE NORTH RAIL OF THE
 MM0068'RAILROAD, 12.6 FEET SOUTHEAST OF MILEPOST 80, 1.6 FEET WEST OF
 MM0068'A FENCE, 1.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MM0068'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MM0068
 MM0068                          STATION RECOVERY (1972)
 MM0068
 MM0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0806 ***********************************************************************
 ML0806  DESIGNATION -  C 318
 ML0806  PID         -  ML0806
 ML0806  STATE/COUNTY-  NE/CUSTER
 ML0806  USGS QUAD   -  CALLAWAY NW (1951)
 ML0806
 ML0806                         *CURRENT SURVEY CONTROL
 ML0806  ___________________________________________________________________
 ML0806* NAD 83(1986)-  41 27 06.     (N)    099 56 33.     (W)     SCALED    
 ML0806* NAVD 88     -       909.616  (meters)    2984.30   (feet)  ADJUSTED  
 ML0806  ___________________________________________________________________
 ML0806  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 ML0806  DYNAMIC HT  -         909.120 (meters)    2982.67  (feet)  COMP
 ML0806  MODELED GRAV-     980,047.2   (mgal)                       NAVD 88
 ML0806
 ML0806  VERT ORDER  -  SECOND    CLASS 0
 ML0806
 ML0806.The horizontal coordinates were scaled from a topographic map and have
 ML0806.an estimated accuracy of +/- 6 seconds.
 ML0806
 ML0806.The orthometric height was determined by differential leveling
 ML0806.and adjusted by the National Geodetic Survey in June 1991..
 ML0806
 ML0806.The geoid height was determined by GEOID03.
 ML0806
 ML0806.The dynamic height is computed by dividing the NAVD 88
 ML0806.geopotential number by the normal gravity value computed on the
 ML0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0806.degrees latitude (g = 980.6199 gals.).
 ML0806
 ML0806.The modeled gravity was interpolated from observed gravity values.
 ML0806
 ML0806;                    North         East    Units  Estimated Accuracy
 ML0806;SPC NE       -   179,680.      504,800.      MT  (+/- 180 meters Scaled)
 ML0806
 ML0806                          SUPERSEDED SURVEY CONTROL
 ML0806
 ML0806  NGVD 29 (??/??/92)  909.366  (m)         2983.48   (f) ADJ UNCH    2 0
 ML0806
 ML0806.Superseded values are not recommended for survey control.
 ML0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0806.See file dsdata.txt to determine how the superseded data were derived.
 ML0806
 ML0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML212893(NAD 83)
 ML0806_MARKER: DB = BENCH MARK DISK
 ML0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0806_STAMPING: C 318 1950
 ML0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0806+STABILITY: SURFACE MOTION
 ML0806
 ML0806  HISTORY     - Date     Condition        Report By
 ML0806  HISTORY     - 1950     MONUMENTED       CGS
 ML0806  HISTORY     - 1984     GOOD             LOCSUR
 ML0806
 ML0806                          STATION DESCRIPTION
 ML0806
 ML0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0806'12 MI SW FROM MERNA.
 ML0806'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT MERNA,
 ML0806'THENCE 0.2 MILE SOUTH ALONG STATE HIGHWAY 2, THENCE 9.2 MILES
 ML0806'WEST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92, THENCE 2.1
 ML0806'MILES SOUTH ALONG A GRADED DIRT ROAD, 118 FEET EAST OF THE
 ML0806'CENTER LINE OF THE NORTH AND SOUTH ROAD, 33 FEET SOUTH OF THE
 ML0806'CENTER LINE OF A DIRT ROAD LEADING EAST, 1.2 FEET NORTH OF A
 ML0806'FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0806'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0806
 ML0806                          STATION RECOVERY (1984)
 ML0806
 ML0806'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0806'DARLING MONUMENT IS IN THE NORTHWEST CORNER OF THE NORTHWEST 4 OF
 ML0806'SECTION 14-TOWNSHIP 17 NORTH-RANGE 23 WEST OF THE 6TH P.M. PLACED A
 ML0806'WITNESS POST 2 FEET SOUTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1222 ***********************************************************************
 ML1222  DESIGNATION -  C 319 RESET
 ML1222  PID         -  ML1222
 ML1222  STATE/COUNTY-  NE/CUSTER
 ML1222  USGS QUAD   -  MILBURN (1978)
 ML1222
 ML1222                         *CURRENT SURVEY CONTROL
 ML1222  ___________________________________________________________________
 ML1222* NAD 83(1986)-  41 42 46.     (N)    099 42 44.     (W)     SCALED    
 ML1222* NAVD 88     -       760.43   (meters)    2494.8    (feet)  RESET     
 ML1222  ___________________________________________________________________
 ML1222  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 ML1222
 ML1222  VERT ORDER  -  THIRD
 ML1222
 ML1222.The horizontal coordinates were scaled from a topographic map and have
 ML1222.an estimated accuracy of +/- 6 seconds.
 ML1222
 ML1222.The orthometric height was computed from unverified reset data.
 ML1222.No vertical observational check was made to the station.
 ML1222
 ML1222.The geoid height was determined by GEOID03.
 ML1222
 ML1222;                    North         East    Units  Estimated Accuracy
 ML1222;SPC NE       -   208,710.      523,940.      MT  (+/- 180 meters Scaled)
 ML1222
 ML1222                          SUPERSEDED SURVEY CONTROL
 ML1222
 ML1222  NGVD 29 (08/02/06)  760.14   (m)         2493.9    (f) RESET       3  
 ML1222
 ML1222.Superseded values are not recommended for survey control.
 ML1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1222.See file dsdata.txt to determine how the superseded data were derived.
 ML1222
 ML1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM407181(NAD 83)
 ML1222_MARKER: DV = VERTICAL CONTROL DISK
 ML1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1222_SP_SET: CONCRETE POST
 ML1222_STAMPING: C 319 RESET 1984
 ML1222_MARK LOGO: NGS   
 ML1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1222+STABILITY: SURFACE MOTION
 ML1222
 ML1222  HISTORY     - Date     Condition        Report By
 ML1222  HISTORY     - 1984     MONUMENTED       NGS
 ML1222
 ML1222                          STATION DESCRIPTION
 ML1222
 ML1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ML1222'0.80 KM (0.50 MI) EAST ALONG A GRADED ROAD, FROM THE MILBURN
 ML1222'COMMUNITY CHURCH IN MILBURN, THENCE 0.72 KM (0.45 MI) RIGHT AND SOUTH
 ML1222'ALONG A GRADED ROAD, THENCE 0.86 KM (0.55 MI) LEFT AND EAST ALONG A
 ML1222'GRADED ROAD TO THE MARK ON THE RIGHT, 10.37 M (34.02 FT) SOUTH FROM
 ML1222'THE CENTERLINE OF THE ROAD, 0.90 M (2.95 FT) SOUTHEAST FROM A BURIED
 ML1222'LARGE JUNCTION BOX, 1.26 M (4.13 FT) NORTH FROM A FENCE CORNER, 0.45
 ML1222'M (1.48 FT) WEST FROM A WITNESS POST,  IN THE TOP OF A CONCRETE POST
 ML1222'RECESSED 5 CM BELOW THE GROUND SURFACE AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0263 ***********************************************************************
 MM0263  DESIGNATION -  C 32
 MM0263  PID         -  MM0263
 MM0263  STATE/COUNTY-  NE/GRANT
 MM0263  USGS QUAD   -  SPRING VALLEY (1985)
 MM0263
 MM0263                         *CURRENT SURVEY CONTROL
 MM0263  ___________________________________________________________________
 MM0263* NAD 83(1986)-  41 48 40.     (N)    101 44 15.     (W)     SCALED    
 MM0263* NAVD 88     -      1123.072  (meters)    3684.61   (feet)  ADJUSTED  
 MM0263  ___________________________________________________________________
 MM0263  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 MM0263  DYNAMIC HT  -        1122.433 (meters)    3682.52  (feet)  COMP
 MM0263  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 MM0263
 MM0263  VERT ORDER  -  SECOND    CLASS 0
 MM0263
 MM0263.The horizontal coordinates were scaled from a topographic map and have
 MM0263.an estimated accuracy of +/- 6 seconds.
 MM0263
 MM0263.The orthometric height was determined by differential leveling
 MM0263.and adjusted by the National Geodetic Survey in June 1991..
 MM0263
 MM0263.The geoid height was determined by GEOID03.
 MM0263
 MM0263.The dynamic height is computed by dividing the NAVD 88
 MM0263.geopotential number by the normal gravity value computed on the
 MM0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0263.degrees latitude (g = 980.6199 gals.).
 MM0263
 MM0263.The modeled gravity was interpolated from observed gravity values.
 MM0263
 MM0263;                    North         East    Units  Estimated Accuracy
 MM0263;SPC NE       -   221,040.      355,680.      MT  (+/- 180 meters Scaled)
 MM0263
 MM0263                          SUPERSEDED SURVEY CONTROL
 MM0263
 MM0263  NGVD 29 (??/??/92) 1122.608  (m)         3683.09   (f) ADJ UNCH    2 0
 MM0263
 MM0263.Superseded values are not recommended for survey control.
 MM0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0263.See file dsdata.txt to determine how the superseded data were derived.
 MM0263
 MM0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM726324(NAD 83)
 MM0263_MARKER: DB = BENCH MARK DISK
 MM0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0263_STAMPING: C 32 1934
 MM0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0263+STABILITY: SURFACE MOTION
 MM0263
 MM0263  HISTORY     - Date     Condition        Report By
 MM0263  HISTORY     - 1934     MONUMENTED       CGS
 MM0263  HISTORY     - 1950     GOOD             NGS
 MM0263  HISTORY     - 1984     MARK NOT FOUND   USGS
 MM0263
 MM0263                          STATION DESCRIPTION
 MM0263
 MM0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MM0263'19.5 MI SE FROM HYANNIS.
 MM0263'17.2 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0263'COUNTY, 300 YARDS EAST OF A FARMHOUSE AND A LARGE RED BARN,
 MM0263'AT THE INTERSECTION OF THE LINE OF A NORTH-EAST-AND SOUTHWEST
 MM0263'FENCE, 50 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 75
 MM0263'FEET SOUTHWEST OF THE LINE OF THE NORTHWEST-AND-SOUTHEAST FENCE,
 MM0263'AND 6 FEET SOUTHEAST OF THE LINE OF THE NORTHEAST-AND-SOUTHWEST
 MM0263'FENCE.  A STANDARD DISK, STAMPED C 32 1934 AND SET IN THE TOP
 MM0263'OF A CONCRETE POST.
 MM0263
 MM0263                          STATION RECOVERY (1984)
 MM0263
 MM0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0836 ***********************************************************************
 LH0836  DESIGNATION -  C 320
 LH0836  PID         -  LH0836
 LH0836  STATE/COUNTY-  NE/DAWSON
 LH0836  USGS QUAD   -  LEXINGTON WEST (1983)
 LH0836
 LH0836                         *CURRENT SURVEY CONTROL
 LH0836  ___________________________________________________________________
 LH0836* NAD 83(1986)-  40 51 31.     (N)    099 48 23.     (W)     SCALED    
 LH0836* NAVD 88     -       746.568  (meters)    2449.37   (feet)  ADJUSTED  
 LH0836  ___________________________________________________________________
 LH0836  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 LH0836  DYNAMIC HT  -         746.133 (meters)    2447.94  (feet)  COMP
 LH0836  MODELED GRAV-     980,017.3   (mgal)                       NAVD 88
 LH0836
 LH0836  VERT ORDER  -  SECOND    CLASS 0
 LH0836
 LH0836.The horizontal coordinates were scaled from a topographic map and have
 LH0836.an estimated accuracy of +/- 6 seconds.
 LH0836
 LH0836.The orthometric height was determined by differential leveling
 LH0836.and adjusted by the National Geodetic Survey in June 1991..
 LH0836
 LH0836.The geoid height was determined by GEOID03.
 LH0836
 LH0836.The dynamic height is computed by dividing the NAVD 88
 LH0836.geopotential number by the normal gravity value computed on the
 LH0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0836.degrees latitude (g = 980.6199 gals.).
 LH0836
 LH0836.The modeled gravity was interpolated from observed gravity values.
 LH0836
 LH0836;                    North         East    Units  Estimated Accuracy
 LH0836;SPC NE       -   113,850.      516,320.      MT  (+/- 180 meters Scaled)
 LH0836
 LH0836                          SUPERSEDED SURVEY CONTROL
 LH0836
 LH0836  NGVD 29 (??/??/92)  746.278  (m)         2448.41   (f) ADJ UNCH    2 0
 LH0836
 LH0836.Superseded values are not recommended for survey control.
 LH0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0836.See file dsdata.txt to determine how the superseded data were derived.
 LH0836
 LH0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML320233(NAD 83)
 LH0836_MARKER: DB = BENCH MARK DISK
 LH0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0836_STAMPING: C 320 1950
 LH0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0836+STABILITY: SURFACE MOTION
 LH0836
 LH0836  HISTORY     - Date     Condition        Report By
 LH0836  HISTORY     - 1950     MONUMENTED       CGS
 LH0836
 LH0836                          STATION DESCRIPTION
 LH0836
 LH0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0836'8.8 MI NW FROM LEXINGTON.
 LH0836'0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0836'RAILROAD STATION AT LEXINGTON, THENCE 5.5 MILES NORTH ALONG
 LH0836'STATE HIGHWAY 21, THENCE 3.0 MILES WEST ALONG A GRAVELED ROAD,
 LH0836'95 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 LH0836'24 FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH,
 LH0836'63 FEET SOUTH OF A TELEPHONE POLE, 54 FEET SOUTH OF A FENCE
 LH0836'CORNER, 1 FOOT EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 LH0836'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 LH0836'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1008 ***********************************************************************
 ML1008  DESIGNATION -  C 321
 ML1008  PID         -  ML1008
 ML1008  STATE/COUNTY-  NE/DAWSON
 ML1008  USGS QUAD   -  OCONTO SE (1974)
 ML1008
 ML1008                         *CURRENT SURVEY CONTROL
 ML1008  ___________________________________________________________________
 ML1008* NAD 83(1986)-  41 00 02.     (N)    099 46 07.     (W)     SCALED    
 ML1008* NAVD 88     -       785.381  (meters)    2576.70   (feet)  ADJUSTED  
 ML1008  ___________________________________________________________________
 ML1008  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 ML1008  DYNAMIC HT  -         784.923 (meters)    2575.20  (feet)  COMP
 ML1008  MODELED GRAV-     980,014.1   (mgal)                       NAVD 88
 ML1008
 ML1008  VERT ORDER  -  SECOND    CLASS 0
 ML1008
 ML1008.The horizontal coordinates were scaled from a topographic map and have
 ML1008.an estimated accuracy of +/- 6 seconds.
 ML1008
 ML1008.The orthometric height was determined by differential leveling
 ML1008.and adjusted by the National Geodetic Survey in June 1991..
 ML1008
 ML1008.The geoid height was determined by GEOID03.
 ML1008
 ML1008.The dynamic height is computed by dividing the NAVD 88
 ML1008.geopotential number by the normal gravity value computed on the
 ML1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML1008.degrees latitude (g = 980.6199 gals.).
 ML1008
 ML1008.The modeled gravity was interpolated from observed gravity values.
 ML1008
 ML1008;                    North         East    Units  Estimated Accuracy
 ML1008;SPC NE       -   129,620.      519,460.      MT  (+/- 180 meters Scaled)
 ML1008
 ML1008                          SUPERSEDED SURVEY CONTROL
 ML1008
 ML1008  NGVD 29 (??/??/92)  785.078  (m)         2575.71   (f) ADJ UNCH    2 0
 ML1008
 ML1008.Superseded values are not recommended for survey control.
 ML1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1008.See file dsdata.txt to determine how the superseded data were derived.
 ML1008
 ML1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML353391(NAD 83)
 ML1008_MARKER: DB = BENCH MARK DISK
 ML1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML1008_STAMPING: C 321 1950
 ML1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1008+STABILITY: SURFACE MOTION
 ML1008
 ML1008  HISTORY     - Date     Condition        Report By
 ML1008  HISTORY     - 1950     MONUMENTED       CGS
 ML1008
 ML1008                          STATION DESCRIPTION
 ML1008
 ML1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML1008'5.6 MI NE FROM BUFFALO.
 ML1008'2.0 MILES NORTH ALONG A WINDING GRAVELED ROAD FROM THE POST OFFICE
 ML1008'AT BUFFALO, THENCE 3.6 MILES EAST ALONG A WINDING DIRT ROAD,
 ML1008'AT THE FARM HOME OF D.F. HARMONEY, 187 FEET NORTHWEST OF THE
 ML1008'NORTHWEST CORNER OF THE FARMHOUSE, 175 FEET SOUTHWEST OF THE
 ML1008'CENTER LINE OF THE ROAD, 86 FEET EAST OF THE SOUTHEAST CORNER
 ML1008'OF A CATTLE SHED, 25 FEET WEST OF THE CENTER LINE OF A PRIVATE
 ML1008'DRIVEWAY, 8 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE,
 ML1008'2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML1008'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS
 ML1008'1.1 MILES WEST OF BENCH MARK H 316.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0813 ***********************************************************************
 ML0813  DESIGNATION -  C 322
 ML0813  PID         -  ML0813
 ML0813  STATE/COUNTY-  NE/CUSTER
 ML0813  USGS QUAD   -  CALLAWAY (1978)
 ML0813
 ML0813                         *CURRENT SURVEY CONTROL
 ML0813  ___________________________________________________________________
 ML0813* NAD 83(1986)-  41 21 17.     (N)    099 55 19.     (W)     SCALED    
 ML0813* NAVD 88     -       823.371  (meters)    2701.34   (feet)  ADJUSTED  
 ML0813  ___________________________________________________________________
 ML0813  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ML0813  DYNAMIC HT  -         822.927 (meters)    2699.89  (feet)  COMP
 ML0813  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 ML0813
 ML0813  VERT ORDER  -  SECOND    CLASS 0
 ML0813
 ML0813.The horizontal coordinates were scaled from a topographic map and have
 ML0813.an estimated accuracy of +/- 6 seconds.
 ML0813
 ML0813.The orthometric height was determined by differential leveling
 ML0813.and adjusted by the National Geodetic Survey in June 1991..
 ML0813
 ML0813.The geoid height was determined by GEOID03.
 ML0813
 ML0813.The dynamic height is computed by dividing the NAVD 88
 ML0813.geopotential number by the normal gravity value computed on the
 ML0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0813.degrees latitude (g = 980.6199 gals.).
 ML0813
 ML0813.The modeled gravity was interpolated from observed gravity values.
 ML0813
 ML0813;                    North         East    Units  Estimated Accuracy
 ML0813;SPC NE       -   168,920.      506,530.      MT  (+/- 180 meters Scaled)
 ML0813
 ML0813                          SUPERSEDED SURVEY CONTROL
 ML0813
 ML0813  NGVD 29 (??/??/92)  823.124  (m)         2700.53   (f) ADJ UNCH    2 0
 ML0813
 ML0813.Superseded values are not recommended for survey control.
 ML0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0813.See file dsdata.txt to determine how the superseded data were derived.
 ML0813
 ML0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML228785(NAD 83)
 ML0813_MARKER: DB = BENCH MARK DISK
 ML0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0813_SP_SET: CONCRETE POST
 ML0813_STAMPING: C 322 1950
 ML0813_MARK LOGO: CGS   
 ML0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0813+STABILITY: SURFACE MOTION
 ML0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0813+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1989
 ML0813
 ML0813  HISTORY     - Date     Condition        Report By
 ML0813  HISTORY     - 1950     MONUMENTED       CGS
 ML0813  HISTORY     - 19890925 MARK NOT FOUND   LOCENG
 ML0813
 ML0813                          STATION DESCRIPTION
 ML0813
 ML0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0813'4.8 MI N FROM CALLAWAY.
 ML0813'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0813'RAILROAD STATION AT CALLAWAY, THENCE 1.5 MILES NORTH ALONG A
 ML0813'GRAVELED ROAD, THENCE 1.0 MILE NORTHEAST ALONG A GRAVELED ROAD,
 ML0813'THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, 0.4 MILE NORTH
 ML0813'OF A FARMHOUSE, 0.3 MILE SOUTH OF A SMALL WOODEN BRIDGE, 45 FEET
 ML0813'WEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET EAST OF A FENCE,
 ML0813'1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0813'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 ML0813
 ML0813                          STATION RECOVERY (1989)
 ML0813
 ML0813'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 ML0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1194 ***********************************************************************
 ML1194  DESIGNATION -  C 322 RESET
 ML1194  PID         -  ML1194
 ML1194  STATE/COUNTY-  NE/CUSTER
 ML1194  USGS QUAD   -  CALLAWAY (1978)
 ML1194
 ML1194                         *CURRENT SURVEY CONTROL
 ML1194  ___________________________________________________________________
 ML1194* NAD 83(1986)-  41 21 17.     (N)    099 55 19.     (W)     SCALED    
 ML1194* NAVD 88     -       822.99   (meters)    2700.1    (feet)  RESET     
 ML1194  ___________________________________________________________________
 ML1194  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ML1194
 ML1194  VERT ORDER  -  THIRD
 ML1194
 ML1194.The horizontal coordinates were scaled from a topographic map and have
 ML1194.an estimated accuracy of +/- 6 seconds.
 ML1194
 ML1194.The orthometric height was computed from unverified reset data.
 ML1194.No vertical observational check was made to the station.
 ML1194
 ML1194.The geoid height was determined by GEOID03.
 ML1194
 ML1194;                    North         East    Units  Estimated Accuracy
 ML1194;SPC NE       -   168,920.      506,530.      MT  (+/- 180 meters Scaled)
 ML1194
 ML1194                          SUPERSEDED SURVEY CONTROL
 ML1194
 ML1194  NGVD 29 (08/02/06)  822.75   (m)         2699.3    (f) RESET       3  
 ML1194
 ML1194.Superseded values are not recommended for survey control.
 ML1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1194.See file dsdata.txt to determine how the superseded data were derived.
 ML1194
 ML1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML228785(NAD 83)
 ML1194_MARKER: DB = BENCH MARK DISK
 ML1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1194_SP_SET: CONCRETE POST
 ML1194_STAMPING: C 322 RESET 1989
 ML1194_MARK LOGO: NGS   
 ML1194_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1194+STABILITY: SURFACE MOTION
 ML1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1194+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ML1194
 ML1194  HISTORY     - Date     Condition        Report By
 ML1194  HISTORY     - 1989     MONUMENTED       LOCSUR
 ML1194
 ML1194                          STATION DESCRIPTION
 ML1194
 ML1194'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 ML1194'TO REACH THE MARK FROM THE LEXINGTON STATE BANK BUILDING, IN CALLAWAY,
 ML1194'GO NORTH AND NORTHWEST ON A PAVED ROAD FOR 2.42 KM (1.50 MI).  TURN
 ML1194'RIGHT AND GO NORTHEASTERLY ON A PAVED ROAD FOR 5.80 KM (3.60 MI) TO
 ML1194'THE MARK ON THE RIGHT.  THE MARK IS 11.28 M (37.0 FT) EAST FROM THE
 ML1194'CENTERLINE OF THE ROAD, 0.9 M (3.0 FT) EAST FROM A NORTH/SOUTH
 ML1194'POWERLINE, 0.30 M (1.0 FT) WEST FROM A WITNESS POST AND IS IN THE SE
 ML1194'1/4, SEC14, T16N, R23W ON COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0680 ***********************************************************************
 ML0680  DESIGNATION -  C 323
 ML0680  PID         -  ML0680
 ML0680  STATE/COUNTY-  NE/VALLEY
 ML0680  USGS QUAD   -  ARCADIA WEST (1978)
 ML0680
 ML0680                         *CURRENT SURVEY CONTROL
 ML0680  ___________________________________________________________________
 ML0680* NAD 83(1986)-  41 27 14.     (N)    099 09 35.     (W)     SCALED    
 ML0680* NAVD 88     -       669.823  (meters)    2197.58   (feet)  ADJUSTED  
 ML0680  ___________________________________________________________________
 ML0680  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 ML0680  DYNAMIC HT  -         669.486 (meters)    2196.47  (feet)  COMP
 ML0680  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 ML0680
 ML0680  VERT ORDER  -  FIRST     CLASS II
 ML0680
 ML0680.The horizontal coordinates were scaled from a topographic map and have
 ML0680.an estimated accuracy of +/- 6 seconds.
 ML0680
 ML0680.The orthometric height was determined by differential leveling
 ML0680.and adjusted by the National Geodetic Survey in June 1991..
 ML0680
 ML0680.The geoid height was determined by GEOID03.
 ML0680
 ML0680.The dynamic height is computed by dividing the NAVD 88
 ML0680.geopotential number by the normal gravity value computed on the
 ML0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0680.degrees latitude (g = 980.6199 gals.).
 ML0680
 ML0680.The modeled gravity was interpolated from observed gravity values.
 ML0680
 ML0680;                    North         East    Units  Estimated Accuracy
 ML0680;SPC NE       -   180,260.      570,190.      MT  (+/- 180 meters Scaled)
 ML0680
 ML0680                          SUPERSEDED SURVEY CONTROL
 ML0680
 ML0680  NGVD 29 (??/??/92)  669.576  (m)         2196.77   (f) ADJ UNCH    1 2
 ML0680
 ML0680.Superseded values are not recommended for survey control.
 ML0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0680.See file dsdata.txt to determine how the superseded data were derived.
 ML0680
 ML0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML866891(NAD 83)
 ML0680_MARKER: DB = BENCH MARK DISK
 ML0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0680_STAMPING: C 323 1950
 ML0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0680+STABILITY: SURFACE MOTION
 ML0680
 ML0680  HISTORY     - Date     Condition        Report By
 ML0680  HISTORY     - 1950     MONUMENTED       CGS
 ML0680
 ML0680                          STATION DESCRIPTION
 ML0680
 ML0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0680'2.3 MI NW FROM ARCADIA.
 ML0680'2.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0680'RAILROAD FROM THE STATION AT ARCADIA, 114 FEET SOUTH OF MILEPOST
 ML0680'56, 90 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 13 FEET SOUTHWEST
 ML0680'OF THE CENTER LINE OF A TRACK ROAD, 3 FEET SOUTHEAST OF A
 ML0680'POWER POLE, 1 FOOT NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A
 ML0680'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0680'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0955 ***********************************************************************
 ML0955  DESIGNATION -  C 324
 ML0955  PID         -  ML0955
 ML0955  STATE/COUNTY-  NE/BLAINE
 ML0955  USGS QUAD   -  ALMERIA SW (1952)
 ML0955
 ML0955                         *CURRENT SURVEY CONTROL
 ML0955  ___________________________________________________________________
 ML0955* NAD 83(1986)-  41 49 23.     (N)    099 42 42.     (W)     SCALED    
 ML0955* NAVD 88     -       767.428  (meters)    2517.80   (feet)  ADJUSTED  
 ML0955  ___________________________________________________________________
 ML0955  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 ML0955  DYNAMIC HT  -         767.048 (meters)    2516.56  (feet)  COMP
 ML0955  MODELED GRAV-     980,102.9   (mgal)                       NAVD 88
 ML0955
 ML0955  VERT ORDER  -  SECOND    CLASS 0
 ML0955
 ML0955.The horizontal coordinates were scaled from a topographic map and have
 ML0955.an estimated accuracy of +/- 6 seconds.
 ML0955
 ML0955.The orthometric height was determined by differential leveling
 ML0955.and adjusted by the National Geodetic Survey in June 1991..
 ML0955
 ML0955.The geoid height was determined by GEOID03.
 ML0955
 ML0955.The dynamic height is computed by dividing the NAVD 88
 ML0955.geopotential number by the normal gravity value computed on the
 ML0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0955.degrees latitude (g = 980.6199 gals.).
 ML0955
 ML0955.The modeled gravity was interpolated from observed gravity values.
 ML0955
 ML0955;                    North         East    Units  Estimated Accuracy
 ML0955;SPC NE       -   220,950.      523,950.      MT  (+/- 180 meters Scaled)
 ML0955
 ML0955                          SUPERSEDED SURVEY CONTROL
 ML0955
 ML0955  NGVD 29 (??/??/92)  767.148  (m)         2516.88   (f) ADJ UNCH    2 0
 ML0955
 ML0955.Superseded values are not recommended for survey control.
 ML0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0955.See file dsdata.txt to determine how the superseded data were derived.
 ML0955
 ML0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM408303(NAD 83)
 ML0955_MARKER: DB = BENCH MARK DISK
 ML0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0955_STAMPING: C 324 1950
 ML0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0955+STABILITY: SURFACE MOTION
 ML0955
 ML0955  HISTORY     - Date     Condition        Report By
 ML0955  HISTORY     - 1950     MONUMENTED       CGS
 ML0955
 ML0955                          STATION DESCRIPTION
 ML0955
 ML0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0955'10.6 MI W FROM ALMERIA.
 ML0955'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0955'ALMERIA, THENCE 4.75 MILES WEST ALONG A GRADED SAND ROAD, THENCE
 ML0955'3.35 MILES WEST ALONG A SAND ROAD, IN A SMALL VALLEY, 250 FEET
 ML0955'SOUTHWEST OF A WINDMILL, 62 FEET WEST OF THE CENTER LINE OF THE
 ML0955'ROAD, 23 FEET SOUTH OF THE CENTER OF A GATE, 17 FEET SOUTH OF A
 ML0955'FENCE CORNER, 1.5 FEET EAST OF A FENCE, 1.4 FEET NORTH OF A
 ML0955'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0955'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1481 ***********************************************************************
 MK1481  DESIGNATION -  C 325
 MK1481  PID         -  MK1481
 MK1481  STATE/COUNTY-  NE/POLK
 MK1481  USGS QUAD   -  CLARKS (1962)
 MK1481
 MK1481                         *CURRENT SURVEY CONTROL
 MK1481  ___________________________________________________________________
 MK1481* NAD 83(1986)-  41 09 47.     (N)    097 48 43.     (W)     SCALED    
 MK1481* NAVD 88     -       516.393  (meters)    1694.20   (feet)  ADJUSTED  
 MK1481  ___________________________________________________________________
 MK1481  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 MK1481  DYNAMIC HT  -         516.139 (meters)    1693.37  (feet)  COMP
 MK1481  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 MK1481
 MK1481  VERT ORDER  -  SECOND    CLASS 0
 MK1481
 MK1481.The horizontal coordinates were scaled from a topographic map and have
 MK1481.an estimated accuracy of +/- 6 seconds.
 MK1481
 MK1481.The orthometric height was determined by differential leveling
 MK1481.and adjusted by the National Geodetic Survey in June 1991..
 MK1481
 MK1481.The geoid height was determined by GEOID03.
 MK1481
 MK1481.The dynamic height is computed by dividing the NAVD 88
 MK1481.geopotential number by the normal gravity value computed on the
 MK1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1481.degrees latitude (g = 980.6199 gals.).
 MK1481
 MK1481.The modeled gravity was interpolated from observed gravity values.
 MK1481
 MK1481;                    North         East    Units  Estimated Accuracy
 MK1481;SPC NE       -   149,960.      683,560.      MT  (+/- 180 meters Scaled)
 MK1481
 MK1481                          SUPERSEDED SURVEY CONTROL
 MK1481
 MK1481  NGVD 29 (??/??/92)  516.180  (m)         1693.50   (f) ADJ UNCH    2 0
 MK1481
 MK1481.Superseded values are not recommended for survey control.
 MK1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1481.See file dsdata.txt to determine how the superseded data were derived.
 MK1481
 MK1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL996575(NAD 83)
 MK1481_MARKER: DB = BENCH MARK DISK
 MK1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1481_STAMPING: C 325 1950
 MK1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1481+STABILITY: SURFACE MOTION
 MK1481
 MK1481  HISTORY     - Date     Condition        Report By
 MK1481  HISTORY     - 1950     MONUMENTED       CGS
 MK1481
 MK1481                          STATION DESCRIPTION
 MK1481
 MK1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1481'7.7 MI SE FROM CLARKS.
 MK1481'2.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1481'STATION AT CLARKS, THENCE 3.5 MILES SOUTHEAST ALONG U.S. HIGHWAY
 MK1481'30 A, THENCE 1.5 MILES SOUTH ALONG A GRAVELED ROAD, 0.1 MILE
 MK1481'WEST OF A ROAD JUNCTION, 200 FEET EAST OF A BRIDGE, ON THE
 MK1481'SIDE OF A HILL, 31 FEET NORTH OF THE CENTER LINE OF A ROAD,
 MK1481'2.4 FEET NORTH OF A FENCE, 3.1 FEET NORTHEAST OF THE WITNESS
 MK1481'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 MK1481'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1499 ***********************************************************************
 MK1499  DESIGNATION -  C 326
 MK1499  PID         -  MK1499
 MK1499  STATE/COUNTY-  NE/POLK
 MK1499  USGS QUAD   -  STROMSBURG (1965)
 MK1499
 MK1499                         *CURRENT SURVEY CONTROL
 MK1499  ___________________________________________________________________
 MK1499* NAD 83(1986)-  41 07 09.     (N)    097 34 42.     (W)     SCALED    
 MK1499* NAVD 88     -       511.171  (meters)    1677.07   (feet)  ADJUSTED  
 MK1499  ___________________________________________________________________
 MK1499  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 MK1499  DYNAMIC HT  -         510.919 (meters)    1676.24  (feet)  COMP
 MK1499  MODELED GRAV-     980,114.8   (mgal)                       NAVD 88
 MK1499
 MK1499  VERT ORDER  -  SECOND    CLASS 0
 MK1499
 MK1499.The horizontal coordinates were scaled from a topographic map and have
 MK1499.an estimated accuracy of +/- 6 seconds.
 MK1499
 MK1499.The orthometric height was determined by differential leveling
 MK1499.and adjusted by the National Geodetic Survey in June 1991..
 MK1499
 MK1499.The geoid height was determined by GEOID03.
 MK1499
 MK1499.The dynamic height is computed by dividing the NAVD 88
 MK1499.geopotential number by the normal gravity value computed on the
 MK1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1499.degrees latitude (g = 980.6199 gals.).
 MK1499
 MK1499.The modeled gravity was interpolated from observed gravity values.
 MK1499
 MK1499;                    North         East    Units  Estimated Accuracy
 MK1499;SPC NE       -   145,610.      703,290.      MT  (+/- 180 meters Scaled)
 MK1499
 MK1499                          SUPERSEDED SURVEY CONTROL
 MK1499
 MK1499  NGVD 29 (??/??/92)  510.968  (m)         1676.40   (f) ADJ UNCH    2 0
 MK1499
 MK1499.Superseded values are not recommended for survey control.
 MK1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1499.See file dsdata.txt to determine how the superseded data were derived.
 MK1499
 MK1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL193529(NAD 83)
 MK1499_MARKER: DB = BENCH MARK DISK
 MK1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1499_STAMPING: C 326 1950
 MK1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1499+STABILITY: SURFACE MOTION
 MK1499
 MK1499  HISTORY     - Date     Condition        Report By
 MK1499  HISTORY     - 1950     MONUMENTED       CGS
 MK1499  HISTORY     - 1976     GOOD             NGS
 MK1499
 MK1499                          STATION DESCRIPTION
 MK1499
 MK1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1499'1.5 MI NE FROM STROMSBURG.
 MK1499'0.4 MILE NORTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 MK1499'STROMSBURG, THENCE 1.1 MILES EAST ALONG A GRAVELED ROAD, AT THE
 MK1499'SOUTH ENTRANCE TO A CEMETERY, 31 FEET NORTH OF THE CENTER LINE
 MK1499'OF A ROAD, 23 FEET EAST OF THE CENTER OF A GATE, 0.9 FOOT
 MK1499'SOUTH OF A FENCE, IN LINE WITH THE EAST SIDE OF A BUILDING,
 MK1499'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1499'ABOVE THE GROUND.
 MK1499
 MK1499                          STATION RECOVERY (1976)
 MK1499
 MK1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MK1499'TO REACH FROM THE JUNCTION OF NINTH STREET AND US HIGHWAY 81 IN
 MK1499'STROMSBURG, GO EAST ON NINTH STREET FOR 1.0 MILES TO A CEMETERY AND
 MK1499'THE BENCH MARK ON THE LEFT, 30 FT NORTH OF THE CENTER OF THE ROAD, 12
 MK1499'FT EAST OF THE EAST END GATE POST, 11 FT SOUTH OF THE SOUTHEAST
 MK1499'CORNER OF BLOCK MAINTENANCE BUILDING, 4 FT SOUTHWEST OF A POWER POLE
 MK1499'AND 1 FT S OF FENCE AROUND CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1496 ***********************************************************************
 MK1496  DESIGNATION -  C 327 RESET
 MK1496  PID         -  MK1496
 MK1496  STATE/COUNTY-  NE/POLK
 MK1496  USGS QUAD   -  SILVER CREEK (1958)
 MK1496
 MK1496                         *CURRENT SURVEY CONTROL
 MK1496  ___________________________________________________________________
 MK1496* NAD 83(1986)-  41 15 00.     (N)    097 39 22.     (W)     SCALED    
 MK1496* NAVD 88     -       476.80   (meters)    1564.3    (feet)  RESET     
 MK1496  ___________________________________________________________________
 MK1496  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 MK1496
 MK1496  VERT ORDER  -  THIRD
 MK1496
 MK1496.The horizontal coordinates were scaled from a topographic map and have
 MK1496.an estimated accuracy of +/- 6 seconds.
 MK1496
 MK1496.The orthometric height was computed from unverified reset data.
 MK1496
 MK1496.The geoid height was determined by GEOID03.
 MK1496
 MK1496;                    North         East    Units  Estimated Accuracy
 MK1496;SPC NE       -   159,950.      696,370.      MT  (+/- 180 meters Scaled)
 MK1496
 MK1496                          SUPERSEDED SURVEY CONTROL
 MK1496
 MK1496.No superseded survey control is available for this station.
 MK1496
 MK1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL125673(NAD 83)
 MK1496_MARKER: DB = BENCH MARK DISK
 MK1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1496_STAMPING: C 327 RESET 1969
 MK1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1496+STABILITY: SURFACE MOTION
 MK1496
 MK1496  HISTORY     - Date     Condition        Report By
 MK1496  HISTORY     - 1969     MONUMENTED       CGS
 MK1496
 MK1496                          STATION DESCRIPTION
 MK1496
 MK1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MK1496'4.6 MI S FROM SILVER CREEK.
 MK1496'4.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1496'IN SILVER CREEK, 147 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 MK1496'39, 30 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD, 1 FOOT
 MK1496'NORTH OF FENCE AND 1 FOOT EAST OF A WITNESS POST.  SET IN THE
 MK1496'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0678 ***********************************************************************
 ML0678  DESIGNATION -  C 328
 ML0678  PID         -  ML0678
 ML0678  STATE/COUNTY-  NE/VALLEY
 ML0678  USGS QUAD   -  ARCADIA WEST (1978)
 ML0678
 ML0678                         *CURRENT SURVEY CONTROL
 ML0678  ___________________________________________________________________
 ML0678* NAD 83(1986)-  41 28 28.     (N)    099 11 08.     (W)     SCALED    
 ML0678* NAVD 88     -       670.366  (meters)    2199.36   (feet)  ADJUSTED  
 ML0678  ___________________________________________________________________
 ML0678  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ML0678  DYNAMIC HT  -         670.028 (meters)    2198.25  (feet)  COMP
 ML0678  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 ML0678
 ML0678  VERT ORDER  -  FIRST     CLASS II
 ML0678
 ML0678.The horizontal coordinates were scaled from a topographic map and have
 ML0678.an estimated accuracy of +/- 6 seconds.
 ML0678
 ML0678.The orthometric height was determined by differential leveling
 ML0678.and adjusted by the National Geodetic Survey in June 1991..
 ML0678
 ML0678.The geoid height was determined by GEOID03.
 ML0678
 ML0678.The dynamic height is computed by dividing the NAVD 88
 ML0678.geopotential number by the normal gravity value computed on the
 ML0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0678.degrees latitude (g = 980.6199 gals.).
 ML0678
 ML0678.The modeled gravity was interpolated from observed gravity values.
 ML0678
 ML0678;                    North         East    Units  Estimated Accuracy
 ML0678;SPC NE       -   182,530.      568,010.      MT  (+/- 180 meters Scaled)
 ML0678
 ML0678                          SUPERSEDED SURVEY CONTROL
 ML0678
 ML0678  NGVD 29 (??/??/92)  670.117  (m)         2198.54   (f) ADJ UNCH    1 2
 ML0678
 ML0678.Superseded values are not recommended for survey control.
 ML0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0678.See file dsdata.txt to determine how the superseded data were derived.
 ML0678
 ML0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML845914(NAD 83)
 ML0678_MARKER: DB = BENCH MARK DISK
 ML0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0678_STAMPING: C 328 1950
 ML0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0678+STABILITY: SURFACE MOTION
 ML0678
 ML0678  HISTORY     - Date     Condition        Report By
 ML0678  HISTORY     - 1950     MONUMENTED       CGS
 ML0678
 ML0678                          STATION DESCRIPTION
 ML0678
 ML0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0678'4.2 MI NW FROM ARCADIA.
 ML0678'4.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0678'RAILROAD FROM THE STATION AT ARCADIA, AT A PRIVATE ROAD CROSSING,
 ML0678'0.1 MILE SOUTHEAST OF MILEPOST 58, 48 FEET SOUTHWEST OF THE
 ML0678'SOUTHWEST RAIL, 31 FEET NORTHWEST OF THE CENTER OF A GATE, 51
 ML0678'FEET SOUTHEAST OF A TELEGRAPH POLE, 1 FOOT NORTHEAST OF A
 ML0678'FENCE, 1.3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0678'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0504 ***********************************************************************
 ML0504  DESIGNATION -  C 329
 ML0504  PID         -  ML0504
 ML0504  STATE/COUNTY-  NE/VALLEY
 ML0504  USGS QUAD   -  ORD (1985)
 ML0504
 ML0504                         *CURRENT SURVEY CONTROL
 ML0504  ___________________________________________________________________
 ML0504* NAD 83(1986)-  41 33 45.     (N)    098 58 53.     (W)     SCALED    
 ML0504* NAVD 88     -       644.398  (meters)    2114.16   (feet)  ADJUSTED  
 ML0504  ___________________________________________________________________
 ML0504  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 ML0504  DYNAMIC HT  -         644.080 (meters)    2113.12  (feet)  COMP
 ML0504  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 ML0504
 ML0504  VERT ORDER  -  SECOND    CLASS 0
 ML0504
 ML0504.The horizontal coordinates were scaled from a topographic map and have
 ML0504.an estimated accuracy of +/- 6 seconds.
 ML0504
 ML0504.The orthometric height was determined by differential leveling
 ML0504.and adjusted by the National Geodetic Survey in June 1991..
 ML0504
 ML0504.The geoid height was determined by GEOID03.
 ML0504
 ML0504.The dynamic height is computed by dividing the NAVD 88
 ML0504.geopotential number by the normal gravity value computed on the
 ML0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0504.degrees latitude (g = 980.6199 gals.).
 ML0504
 ML0504.The modeled gravity was interpolated from observed gravity values.
 ML0504
 ML0504;                    North         East    Units  Estimated Accuracy
 ML0504;SPC NE       -   192,480.      584,940.      MT  (+/- 180 meters Scaled)
 ML0504
 ML0504                          SUPERSEDED SURVEY CONTROL
 ML0504
 ML0504  NGVD 29 (??/??/92)  644.146  (m)         2113.34   (f) ADJ UNCH    2 0
 ML0504
 ML0504.Superseded values are not recommended for survey control.
 ML0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0504.See file dsdata.txt to determine how the superseded data were derived.
 ML0504
 ML0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM015012(NAD 83)
 ML0504_MARKER: DB = BENCH MARK DISK
 ML0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0504_STAMPING: C 329 1950
 ML0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0504+STABILITY: SURFACE MOTION
 ML0504
 ML0504  HISTORY     - Date     Condition        Report By
 ML0504  HISTORY     - 1950     MONUMENTED       CGS
 ML0504
 ML0504                          STATION DESCRIPTION
 ML0504
 ML0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0504'4.9 MI SW FROM ORD.
 ML0504'4.9 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 ML0504'AT ORD, 64 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET
 ML0504'NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING EAST TO
 ML0504'A FARMHOUSE, 1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP
 ML0504'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0232 ***********************************************************************
 LJ0232  DESIGNATION -  C 33
 LJ0232  PID         -  LJ0232
 LJ0232  STATE/COUNTY-  NE/DUNDY
 LJ0232  USGS QUAD   -  ROCK CREEK LAKE (1961)
 LJ0232
 LJ0232                         *CURRENT SURVEY CONTROL
 LJ0232  ___________________________________________________________________
 LJ0232* NAD 83(1986)-  40 01 33.     (N)    101 50 49.     (W)     SCALED    
 LJ0232* NAVD 88     -       978.417  (meters)    3210.02   (feet)  POSTED    
 LJ0232  ___________________________________________________________________
 LJ0232  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 LJ0232  DYNAMIC HT  -         977.690 (meters)    3207.64  (feet)  COMP
 LJ0232  MODELED GRAV-     979,851.3   (mgal)                       NAVD 88
 LJ0232
 LJ0232  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LJ0232
 LJ0232.The horizontal coordinates were scaled from a topographic map and have
 LJ0232.an estimated accuracy of +/- 6 seconds.
 LJ0232
 LJ0232.The orthometric height was determined by differential leveling
 LJ0232.and adjusted by the National Geodetic Survey in 1992..
 LJ0232.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LJ0232.rate of 2.1 thru 3.0 mm/km.
 LJ0232
 LJ0232.The geoid height was determined by GEOID03.
 LJ0232
 LJ0232.The dynamic height is computed by dividing the NAVD 88
 LJ0232.geopotential number by the normal gravity value computed on the
 LJ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0232.degrees latitude (g = 980.6199 gals.).
 LJ0232
 LJ0232.The modeled gravity was interpolated from observed gravity values.
 LJ0232
 LJ0232;                    North         East    Units  Estimated Accuracy
 LJ0232;SPC NE       -    23,060.      342,360.      MT  (+/- 180 meters Scaled)
 LJ0232
 LJ0232                          SUPERSEDED SURVEY CONTROL
 LJ0232
 LJ0232  NGVD 29 (??/??/92)  977.977  (m)         3208.58   (f) ADJ UNCH    1 2
 LJ0232
 LJ0232.Superseded values are not recommended for survey control.
 LJ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0232.See file dsdata.txt to determine how the superseded data were derived.
 LJ0232
 LJ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK570345(NAD 83)
 LJ0232_MARKER: DB = BENCH MARK DISK
 LJ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0232_STAMPING: 3208.580 C 33 1933
 LJ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0232+STABILITY: SURFACE MOTION
 LJ0232
 LJ0232  HISTORY     - Date     Condition        Report By
 LJ0232  HISTORY     - 1933     MONUMENTED       CGS
 LJ0232  HISTORY     - 1959     POOR             USGS
 LJ0232
 LJ0232                          STATION DESCRIPTION
 LJ0232
 LJ0232'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LJ0232'4.9 MI E FROM HAIGLER.
 LJ0232'4.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0232'FROM THE STATION AT HAIGLER, DUNDY COUNTY, 8 POLES WEST OF
 LJ0232'MILEPOST 356, AT A FARM-ROAD CROSSING, 94 FEET NORTH OF U.S.
 LJ0232'HIGHWAY 34, 36 FEET SOUTH OF THE SOUTH RAIL, 33 FEET WEST OF THE
 LJ0232'ROAD, AND 10 FEET EAST OF A TELEPHONE POLE.  A STANDARD DISK,
 LJ0232'STAMPED 3208.580 C 33 1933 AND SET IN THE TOP OF A CONCRETE
 LJ0232'POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE FARM ROAD
 LJ0232'DOES NOT CROSS TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0891 ***********************************************************************
 MK0891  DESIGNATION -  C 330
 MK0891  PID         -  MK0891
 MK0891  STATE/COUNTY-  NE/BUTLER
 MK0891  USGS QUAD   -  ROGERS (1968)
 MK0891
 MK0891                         *CURRENT SURVEY CONTROL
 MK0891  ___________________________________________________________________
 MK0891* NAD 83(1986)-  41 23 38.     (N)    096 58 06.     (W)     SCALED    
 MK0891* NAVD 88     -       420.116  (meters)    1378.33   (feet)  ADJUSTED  
 MK0891  ___________________________________________________________________
 MK0891  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 MK0891  DYNAMIC HT  -         419.931 (meters)    1377.72  (feet)  COMP
 MK0891  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 MK0891
 MK0891  VERT ORDER  -  SECOND    CLASS 0
 MK0891
 MK0891.The horizontal coordinates were scaled from a topographic map and have
 MK0891.an estimated accuracy of +/- 6 seconds.
 MK0891
 MK0891.The orthometric height was determined by differential leveling
 MK0891.and adjusted by the National Geodetic Survey in June 1991..
 MK0891
 MK0891.The geoid height was determined by GEOID03.
 MK0891
 MK0891.The dynamic height is computed by dividing the NAVD 88
 MK0891.geopotential number by the normal gravity value computed on the
 MK0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0891.degrees latitude (g = 980.6199 gals.).
 MK0891
 MK0891.The modeled gravity was interpolated from observed gravity values.
 MK0891
 MK0891;                    North         East    Units  Estimated Accuracy
 MK0891;SPC NE       -   177,700.      753,410.      MT  (+/- 180 meters Scaled)
 MK0891
 MK0891                          SUPERSEDED SURVEY CONTROL
 MK0891
 MK0891  NGVD 29 (??/??/92)  419.948  (m)         1377.78   (f) ADJ UNCH    2 0
 MK0891
 MK0891.Superseded values are not recommended for survey control.
 MK0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0891.See file dsdata.txt to determine how the superseded data were derived.
 MK0891
 MK0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL698844(NAD 83)
 MK0891_MARKER: DB = BENCH MARK DISK
 MK0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0891_STAMPING: C 330 1950
 MK0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0891+STABILITY: SURFACE MOTION
 MK0891
 MK0891  HISTORY     - Date     Condition        Report By
 MK0891  HISTORY     - 1950     MONUMENTED       CGS
 MK0891  HISTORY     - 1968     MARK NOT FOUND   USGS
 MK0891
 MK0891                          STATION DESCRIPTION
 MK0891
 MK0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0891'3.1 MI SW FROM LINWOOD.
 MK0891'0.4 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0891'LINWOOD, THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.35
 MK0891'MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 1.2 MILES WEST
 MK0891'ALONG A GRAVELED ROAD, AT THE FARM HOME OF TOM LORENO, 80 FEET
 MK0891'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 71 FEET WEST
 MK0891'OF THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 61 FEET
 MK0891'SOUTH OF THE WEST END OF A 36 INCH PIPE CULVERT, 45 FEET SOUTH OF
 MK0891'A 48 INCH COTTONWOOD TREE, 20 FEET WEST OF THE CENTER LINE OF A
 MK0891'PRIVATE DRIVEWAY, 1 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS
 MK0891'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MK0891'ABOVE THE GROUND.
 MK0891
 MK0891                          STATION RECOVERY (1968)
 MK0891
 MK0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1259 ***********************************************************************
 MK1259  DESIGNATION -  C 331
 MK1259  PID         -  MK1259
 MK1259  STATE/COUNTY-  NE/COLFAX
 MK1259  USGS QUAD   -  SCHUYLER (1968)
 MK1259
 MK1259                         *CURRENT SURVEY CONTROL
 MK1259  ___________________________________________________________________
 MK1259* NAD 83(1986)-  41 26 55.     (N)    097 04 43.     (W)     SCALED    
 MK1259* NAVD 88     -       413.765  (meters)    1357.49   (feet)  ADJUSTED  
 MK1259  ___________________________________________________________________
 MK1259  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 MK1259  DYNAMIC HT  -         413.586 (meters)    1356.91  (feet)  COMP
 MK1259  MODELED GRAV-     980,178.1   (mgal)                       NAVD 88
 MK1259
 MK1259  VERT ORDER  -  SECOND    CLASS 0
 MK1259
 MK1259.The horizontal coordinates were scaled from a topographic map and have
 MK1259.an estimated accuracy of +/- 6 seconds.
 MK1259
 MK1259.The orthometric height was determined by differential leveling
 MK1259.and adjusted by the National Geodetic Survey in June 1991..
 MK1259
 MK1259.The geoid height was determined by GEOID03.
 MK1259
 MK1259.The dynamic height is computed by dividing the NAVD 88
 MK1259.geopotential number by the normal gravity value computed on the
 MK1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1259.degrees latitude (g = 980.6199 gals.).
 MK1259
 MK1259.The modeled gravity was interpolated from observed gravity values.
 MK1259
 MK1259;                    North         East    Units  Estimated Accuracy
 MK1259;SPC NE       -   183,460.      743,990.      MT  (+/- 180 meters Scaled)
 MK1259
 MK1259                          SUPERSEDED SURVEY CONTROL
 MK1259
 MK1259  NGVD 29 (??/??/92)  413.596  (m)         1356.94   (f) ADJ UNCH    2 0
 MK1259
 MK1259.Superseded values are not recommended for survey control.
 MK1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1259.See file dsdata.txt to determine how the superseded data were derived.
 MK1259
 MK1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL604903(NAD 83)
 MK1259_MARKER: DB = BENCH MARK DISK
 MK1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1259_STAMPING: C 331 1950
 MK1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1259+STABILITY: SURFACE MOTION
 MK1259
 MK1259  HISTORY     - Date     Condition        Report By
 MK1259  HISTORY     - 1950     MONUMENTED       CGS
 MK1259  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK1259
 MK1259                          STATION DESCRIPTION
 MK1259
 MK1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1259'1.2 MI W FROM SCHUYLER.
 MK1259'1.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1259'AT SCHUYLER, AT A ROAD CROSSING, ABOUT 250 FEET NORTHWEST OF AN
 MK1259'ALFALFA DEHYDRATING PLANT, 3 POLES EAST OF MILEPOST 70, 53 FEET
 MK1259'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 46.6 FEET NORTH
 MK1259'OF THE NORTH RAIL OF THE NORTH TRACK, 20.0 FEET EAST OF A FENCE
 MK1259'CORNER, 13.0 FEET NORTH OF A TELEGRAPH POLE, 1.3 FEET SOUTH OF A
 MK1259'RIGHT-OF-WAY FENCE, 1.5 FEET WEST OF A REFERENCE POST, AND SET
 MK1259'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MK1259'GROUND.
 MK1259
 MK1259                          STATION RECOVERY (1966)
 MK1259
 MK1259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0973 ***********************************************************************
 ML0973  DESIGNATION -  C 332
 ML0973  PID         -  ML0973
 ML0973  STATE/COUNTY-  NE/CUSTER
 ML0973  USGS QUAD   -  ANSELMO NE (1978)
 ML0973
 ML0973                         *CURRENT SURVEY CONTROL
 ML0973  ___________________________________________________________________
 ML0973* NAD 83(1986)-  41 41 40.     (N)    099 46 18.     (W)     SCALED    
 ML0973* NAVD 88     -       774.060  (meters)    2539.56   (feet)  ADJUSTED  
 ML0973  ___________________________________________________________________
 ML0973  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 ML0973  DYNAMIC HT  -         773.663 (meters)    2538.26  (feet)  COMP
 ML0973  MODELED GRAV-     980,084.2   (mgal)                       NAVD 88
 ML0973
 ML0973  VERT ORDER  -  SECOND    CLASS 0
 ML0973
 ML0973.The horizontal coordinates were scaled from a topographic map and have
 ML0973.an estimated accuracy of +/- 6 seconds.
 ML0973
 ML0973.The orthometric height was determined by differential leveling
 ML0973.and adjusted by the National Geodetic Survey in June 1991..
 ML0973
 ML0973.The geoid height was determined by GEOID03.
 ML0973
 ML0973.The dynamic height is computed by dividing the NAVD 88
 ML0973.geopotential number by the normal gravity value computed on the
 ML0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0973.degrees latitude (g = 980.6199 gals.).
 ML0973
 ML0973.The modeled gravity was interpolated from observed gravity values.
 ML0973
 ML0973;                    North         East    Units  Estimated Accuracy
 ML0973;SPC NE       -   206,660.      519,000.      MT  (+/- 180 meters Scaled)
 ML0973
 ML0973                          SUPERSEDED SURVEY CONTROL
 ML0973
 ML0973  NGVD 29 (??/??/92)  773.773  (m)         2538.62   (f) ADJ UNCH    2 0
 ML0973
 ML0973.Superseded values are not recommended for survey control.
 ML0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0973.See file dsdata.txt to determine how the superseded data were derived.
 ML0973
 ML0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM357161(NAD 83)
 ML0973_MARKER: DB = BENCH MARK DISK
 ML0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0973_STAMPING: C 332 1950
 ML0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0973+STABILITY: SURFACE MOTION
 ML0973
 ML0973  HISTORY     - Date     Condition        Report By
 ML0973  HISTORY     - 1950     MONUMENTED       CGS
 ML0973  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 ML0973
 ML0973                          STATION DESCRIPTION
 ML0973
 ML0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0973'3.6 MI SW FROM MILBURN.
 ML0973'1.1 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 ML0973'AT MILBURN, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE
 ML0973'1.5 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD, ON THE
 ML0973'SOUTHWEST SLOPE OF A HILL, 0.2 MILE NORTHEAST OF A JUNCTION
 ML0973'WITH A DIRT ROAD LEADING WEST, 24 FEET EAST OF THE CENTER LINE
 ML0973'OF THE ROAD, 8 FEET SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET
 ML0973'NORTHWEST OF A FENCE, 1.4 FEET SOUTHWEST OF A WITNESS POST, SET
 ML0973'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 ML0973'GROUND.
 ML0973
 ML0973                          STATION RECOVERY (1984)
 ML0973
 ML0973'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0177 ***********************************************************************
 ML0177  DESIGNATION -  C 333
 ML0177  PID         -  ML0177
 ML0177  STATE/COUNTY-  NE/MERRICK
 ML0177  USGS QUAD   -  HORD (1962)
 ML0177
 ML0177                         *CURRENT SURVEY CONTROL
 ML0177  ___________________________________________________________________
 ML0177* NAD 83(1986)-  41 08 00.     (N)    098 00 18.     (W)     SCALED    
 ML0177* NAVD 88     -       517.690  (meters)    1698.45   (feet)  ADJUSTED  
 ML0177  ___________________________________________________________________
 ML0177  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 ML0177  DYNAMIC HT  -         517.435 (meters)    1697.62  (feet)  COMP
 ML0177  MODELED GRAV-     980,115.3   (mgal)                       NAVD 88
 ML0177
 ML0177  VERT ORDER  -  SECOND    CLASS 0
 ML0177
 ML0177.The horizontal coordinates were scaled from a topographic map and have
 ML0177.an estimated accuracy of +/- 6 seconds.
 ML0177
 ML0177.The orthometric height was determined by differential leveling
 ML0177.and adjusted by the National Geodetic Survey in June 1991..
 ML0177
 ML0177.The geoid height was determined by GEOID03.
 ML0177
 ML0177.The dynamic height is computed by dividing the NAVD 88
 ML0177.geopotential number by the normal gravity value computed on the
 ML0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0177.degrees latitude (g = 980.6199 gals.).
 ML0177
 ML0177.The modeled gravity was interpolated from observed gravity values.
 ML0177
 ML0177;                    North         East    Units  Estimated Accuracy
 ML0177;SPC NE       -   146,270.      667,440.      MT  (+/- 180 meters Scaled)
 ML0177
 ML0177                          SUPERSEDED SURVEY CONTROL
 ML0177
 ML0177  NGVD 29 (??/??/92)  517.463  (m)         1697.71   (f) ADJ UNCH    2 0
 ML0177
 ML0177.Superseded values are not recommended for survey control.
 ML0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0177.See file dsdata.txt to determine how the superseded data were derived.
 ML0177
 ML0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL835540(NAD 83)
 ML0177_MARKER: DB = BENCH MARK DISK
 ML0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0177_STAMPING: C 333 1950
 ML0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0177+STABILITY: SURFACE MOTION
 ML0177
 ML0177  HISTORY     - Date     Condition        Report By
 ML0177  HISTORY     - 1950     MONUMENTED       USGS
 ML0177  HISTORY     - 1950     GOOD             NGS
 ML0177
 ML0177                          STATION DESCRIPTION
 ML0177
 ML0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0177'1.5 MI NW FROM CENTRAL CITY.
 ML0177'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0177'AT CENTRAL CITY, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 14,
 ML0177'THENCE 0.2 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0177'RAILROAD, AT A PRIVATE ROAD CROSSING, 225 FEET NORTH OF THE
 ML0177'CENTER LINE OF A DIRT ROAD LEADING WEST ALONG THE NORTH EDGE
 ML0177'OF A GROVE OF TREES, 45 FEET SOUTH OF THE SOUTH RAIL, 58 FEET
 ML0177'SOUTHEAST OF A TELEPHONE POLE, 35 FEET EAST OF THE EXTENDED
 ML0177'CENTER LINE OF A PRIVATE ROAD, 2 FEET NORTH OF A FENCE, 1.3 FEET
 ML0177'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0177'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1330 ***********************************************************************
 MK1330  DESIGNATION -  C 335
 MK1330  PID         -  MK1330
 MK1330  STATE/COUNTY-  NE/BUTLER
 MK1330  USGS QUAD   -  COLUMBUS SE (1976)
 MK1330
 MK1330                         *CURRENT SURVEY CONTROL
 MK1330  ___________________________________________________________________
 MK1330* NAD 83(1986)-  41 20 11.     (N)    097 17 31.     (W)     SCALED    
 MK1330* NAVD 88     -       445.358  (meters)    1461.15   (feet)  ADJUSTED  
 MK1330  ___________________________________________________________________
 MK1330  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 MK1330  DYNAMIC HT  -         445.159 (meters)    1460.49  (feet)  COMP
 MK1330  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 MK1330
 MK1330  VERT ORDER  -  SECOND    CLASS 0
 MK1330
 MK1330.The horizontal coordinates were scaled from a topographic map and have
 MK1330.an estimated accuracy of +/- 6 seconds.
 MK1330
 MK1330.The orthometric height was determined by differential leveling
 MK1330.and adjusted by the National Geodetic Survey in June 1991..
 MK1330
 MK1330.The geoid height was determined by GEOID03.
 MK1330
 MK1330.The dynamic height is computed by dividing the NAVD 88
 MK1330.geopotential number by the normal gravity value computed on the
 MK1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1330.degrees latitude (g = 980.6199 gals.).
 MK1330
 MK1330.The modeled gravity was interpolated from observed gravity values.
 MK1330
 MK1330;                    North         East    Units  Estimated Accuracy
 MK1330;SPC NE       -   170,430.      726,570.      MT  (+/- 180 meters Scaled)
 MK1330
 MK1330                          SUPERSEDED SURVEY CONTROL
 MK1330
 MK1330  NGVD 29 (??/??/92)  445.182  (m)         1460.57   (f) ADJ UNCH    2 0
 MK1330
 MK1330.Superseded values are not recommended for survey control.
 MK1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1330.See file dsdata.txt to determine how the superseded data were derived.
 MK1330
 MK1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL429775(NAD 83)
 MK1330_MARKER: DB = BENCH MARK DISK
 MK1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1330_STAMPING: C 335 1950
 MK1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1330+STABILITY: SURFACE MOTION
 MK1330
 MK1330  HISTORY     - Date     Condition        Report By
 MK1330  HISTORY     - 1950     MONUMENTED       CGS
 MK1330
 MK1330                          STATION DESCRIPTION
 MK1330
 MK1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1330'3.2 MI W FROM BELLWOOD.
 MK1330'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1330'BELLWOOD, THENCE 2.85 MILES WEST ALONG STATE HIGHWAY 64, AT A
 MK1330'ROAD INTERSECTION, 100 FEET NORTHWEST OF A FARMHOUSE, 152 FEET
 MK1330'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 34 FEET EAST OF THE
 MK1330'CENTER LINE OF A NORTH AND SOUTH ROAD, 10 FEET SOUTH OF A POWER
 MK1330'POLE, 1.4 FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 MK1330'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 MK1330'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0121 ***********************************************************************
 LH0121  DESIGNATION -  C 337 RESET
 LH0121  PID         -  LH0121
 LH0121  STATE/COUNTY-  NE/HAMILTON
 LH0121  USGS QUAD   -  GILTNER (1967)
 LH0121
 LH0121                         *CURRENT SURVEY CONTROL
 LH0121  ___________________________________________________________________
 LH0121* NAD 83(1986)-  40 46 14.     (N)    098 11 29.     (W)     SCALED    
 LH0121* NAVD 88     -       560.11   (meters)    1837.6    (feet)  RESET     
 LH0121  ___________________________________________________________________
 LH0121  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 LH0121
 LH0121  VERT ORDER  -  THIRD
 LH0121
 LH0121.The horizontal coordinates were scaled from a topographic map and have
 LH0121.an estimated accuracy of +/- 6 seconds.
 LH0121
 LH0121.The orthometric height was computed from unverified reset data.
 LH0121
 LH0121.The geoid height was determined by GEOID03.
 LH0121
 LH0121;                    North         East    Units  Estimated Accuracy
 LH0121;SPC NE       -   105,660.      652,640.      MT  (+/- 180 meters Scaled)
 LH0121
 LH0121                          SUPERSEDED SURVEY CONTROL
 LH0121
 LH0121.No superseded survey control is available for this station.
 LH0121
 LH0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL682136(NAD 83)
 LH0121_MARKER: DB = BENCH MARK DISK
 LH0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0121_STAMPING: C 337 RESET 1971
 LH0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0121+STABILITY: SURFACE MOTION
 LH0121
 LH0121  HISTORY     - Date     Condition        Report By
 LH0121  HISTORY     - 1971     MONUMENTED       NGS
 LH0121
 LH0121                          STATION DESCRIPTION
 LH0121
 LH0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LH0121'9.3 MI E FROM DONIPHAN.
 LH0121'ABOUT 1.5 MILES EAST ALONG OLD U.S. HIGHWAYS 281 AND 34 FROM
 LH0121'THE UNION PACIFIC RAILROAD STATION AT DONIPHAN, THENCE 7.8 MILES
 LH0121'EAST ALONG A SURFACED AND GRAVELED ROAD, 0.1 MILE EAST OF A
 LH0121'LARGE WHITE FARMHOUSE WHICH IS ON TOP OF A HILL AND ON THE NORTH
 LH0121'SIDE OF ROAD, 50 FEET NORTH OF THE CENTER OF ROAD, 200 FEET
 LH0121'EAST OF A CULVERT, 1 FOOT EAST OF A METAL WITNESS POST, AND SET
 LH0121'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 LH0121'SEC 2, T 9 N, R 8 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1440 ***********************************************************************
 AI1440  DESIGNATION -  C 338 RESET
 AI1440  PID         -  AI1440
 AI1440  STATE/COUNTY-  NE/HAMILTON
 AI1440  USGS QUAD   -  AURORA WEST (1968)
 AI1440
 AI1440                         *CURRENT SURVEY CONTROL
 AI1440  ___________________________________________________________________
 AI1440* NAD 83(1986)-  40 52 20.     (N)    098 04 27.     (W)     SCALED    
 AI1440* NAVD 88     -       567.08   (meters)    1860.5    (feet)  RESET     
 AI1440  ___________________________________________________________________
 AI1440  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AI1440
 AI1440  VERT ORDER  -  THIRD
 AI1440
 AI1440.The horizontal coordinates were scaled from a topographic map and have
 AI1440.an estimated accuracy of +/- 6 seconds.
 AI1440
 AI1440.The orthometric height was computed from unverified reset data.
 AI1440.No vertical observational check was made to the station.
 AI1440
 AI1440.The geoid height was determined by GEOID03.
 AI1440
 AI1440;                    North         East    Units  Estimated Accuracy
 AI1440;SPC NE       -   117,150.      662,280.      MT  (+/- 180 meters Scaled)
 AI1440
 AI1440                          SUPERSEDED SURVEY CONTROL
 AI1440
 AI1440.No superseded survey control is available for this station.
 AI1440
 AI1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL780249(NAD 83)
 AI1440_MARKER: DV = VERTICAL CONTROL DISK
 AI1440_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI1440_SP_SET: BRIDGE CURBGUARD
 AI1440_STAMPING: C 338 RESET 1997
 AI1440_MARK LOGO: NGS   
 AI1440_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1440+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI1440
 AI1440  HISTORY     - Date     Condition        Report By
 AI1440  HISTORY     - 1997     MONUMENTED       NEDR
 AI1440
 AI1440                          STATION DESCRIPTION
 AI1440
 AI1440'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 AI1440'TO REACH FROM THE BURLINGTON NORTHERN RAILROAD STATION, IN AURORA, GO
 AI1440'3.8 MI (6.1 KM) WEST ALONG THE TRACKS TO THE BENCH MARK SET INTO THE
 AI1440'CONCRETE RAIL OF THE NEW U.S.  HIGHWAY 34 BRIDGE OVER THE TRACKS, AT
 AI1440'HIGHWAY MILE POST 241+90, 11.17 M (36.65 FT) WEST OF THE NORTHWEST
 AI1440'CORNER OF THE BRIDGE AND 6.85 M (22.47 FT) NORTH OF THE CENTERLINE OF
 AI1440'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0875 ***********************************************************************
 MK0875  DESIGNATION -  C 340 RESET
 MK0875  PID         -  MK0875
 MK0875  STATE/COUNTY-  NE/DODGE
 MK0875  USGS QUAD   -  MALMO NW (1968)
 MK0875
 MK0875                         *CURRENT SURVEY CONTROL
 MK0875  ___________________________________________________________________
 MK0875* NAD 83(1986)-  41 27 24.     (N)    096 41 36.     (W)     SCALED    
 MK0875* NAVD 88     -       380.35   (meters)    1247.9    (feet)  RESET     
 MK0875  ___________________________________________________________________
 MK0875  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 MK0875
 MK0875  VERT ORDER  -  THIRD
 MK0875
 MK0875.The horizontal coordinates were scaled from a topographic map and have
 MK0875.an estimated accuracy of +/- 6 seconds.
 MK0875
 MK0875.The orthometric height was computed from unverified reset data.
 MK0875
 MK0875.The geoid height was determined by GEOID03.
 MK0875
 MK0875;                    North         East    Units  Estimated Accuracy
 MK0875;SPC NE       -   185,510.      776,120.      MT  (+/- 180 meters Scaled)
 MK0875
 MK0875                          SUPERSEDED SURVEY CONTROL
 MK0875
 MK0875  NGVD 29 (??/??/??)  380.21   (m)         1247.4    (f) RESET       3  
 MK0875
 MK0875.Superseded values are not recommended for survey control.
 MK0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0875.See file dsdata.txt to determine how the superseded data were derived.
 MK0875
 MK0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL926920(NAD 83)
 MK0875_MARKER: DB = BENCH MARK DISK
 MK0875_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0875_SP_SET: CULVERT
 MK0875_STAMPING: C 340 RESET 1963
 MK0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0875
 MK0875  HISTORY     - Date     Condition        Report By
 MK0875  HISTORY     - 1963     MONUMENTED       NEDR
 MK0875  HISTORY     - 1967     GOOD             NGS
 MK0875
 MK0875                          STATION DESCRIPTION
 MK0875
 MK0875'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MK0875'3.5 MI W FROM AMES.
 MK0875'3.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE FARMERS
 MK0875'CO-OP ELEVATOR AT AMES, THENCE 0.1 MILE NORTH ALONG A GRAVEL
 MK0875'ROAD, 300 FEET SOUTHWEST OF A FARMHOUSE, AT THE JUNCTION OF U.S.
 MK0875'HIGHWAY 30, 72 FEET NORTHWEST OF THE CENTER OF THE JUNCTION,
 MK0875'39 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT A TWIN
 MK0875'CORRUGATED METAL PIPE CULVERT, AND SET IN THE TOP OF THE NORTHWEST
 MK0875'HEADWALL.
 MK0875
 MK0875                          STATION RECOVERY (1967)
 MK0875
 MK0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MK0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0317 ***********************************************************************
 NP0317  DESIGNATION -  C 341
 NP0317  PID         -  NP0317
 NP0317  STATE/COUNTY-  NE/DAWES
 NP0317  USGS QUAD   -  CRAWFORD (1980)
 NP0317
 NP0317                         *CURRENT SURVEY CONTROL
 NP0317  ___________________________________________________________________
 NP0317* NAD 83(1986)-  42 40 02.     (N)    103 27 08.     (W)     SCALED    
 NP0317* NAVD 88     -      1143.782  (meters)    3752.56   (feet)  ADJUSTED  
 NP0317  ___________________________________________________________________
 NP0317  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 NP0317  DYNAMIC HT  -        1143.167 (meters)    3750.54  (feet)  COMP
 NP0317  MODELED GRAV-     980,043.7   (mgal)                       NAVD 88
 NP0317
 NP0317  VERT ORDER  -  FIRST     CLASS II
 NP0317
 NP0317.The horizontal coordinates were scaled from a topographic map and have
 NP0317.an estimated accuracy of +/- 6 seconds.
 NP0317
 NP0317.The orthometric height was determined by differential leveling
 NP0317.and adjusted by the National Geodetic Survey in June 1991..
 NP0317
 NP0317.The geoid height was determined by GEOID03.
 NP0317
 NP0317.The dynamic height is computed by dividing the NAVD 88
 NP0317.geopotential number by the normal gravity value computed on the
 NP0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0317.degrees latitude (g = 980.6199 gals.).
 NP0317
 NP0317.The modeled gravity was interpolated from observed gravity values.
 NP0317
 NP0317;                    North         East    Units  Estimated Accuracy
 NP0317;SPC NE       -   320,300.      217,100.      MT  (+/- 180 meters Scaled)
 NP0317
 NP0317                          SUPERSEDED SURVEY CONTROL
 NP0317
 NP0317  NGVD 29 (??/??/92) 1143.194  (m)         3750.63   (f) ADJ UNCH    1 2
 NP0317
 NP0317.Superseded values are not recommended for survey control.
 NP0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0317.See file dsdata.txt to determine how the superseded data were derived.
 NP0317
 NP0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH268250(NAD 83)
 NP0317_MARKER: DB = BENCH MARK DISK
 NP0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0317_SP_SET: CONCRETE POST
 NP0317_STAMPING: C 341 1954
 NP0317_MARK LOGO: CGS   
 NP0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0317+STABILITY: SURFACE MOTION
 NP0317
 NP0317  HISTORY     - Date     Condition        Report By
 NP0317  HISTORY     - 1954     MONUMENTED       CGS
 NP0317  HISTORY     - 1985     GOOD             NGS
 NP0317
 NP0317                          STATION DESCRIPTION
 NP0317
 NP0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0317'2.5 MI SW FROM CRAWFORD.
 NP0317'2.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0317'FROM THE STATION AT CRAWFORD, 107 FEET NORTHWEST OF THE NORTHWEST
 NP0317'CORNER OF A LONG SHEET MIETAL HAY SHED, 113 FEET NORTHEAST OF
 NP0317'MILEPOST 435, 43 SOUTHEAST OF THE SOUTHEAST RAIL, 10 FEET
 NP0317'SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 21 FEET NORTHWEST
 NP0317'OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 NP0317'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NP0317
 NP0317                          STATION RECOVERY (1985)
 NP0317
 NP0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0317'RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION IS ADEQUATE EXCEPT
 NP0317'THAT THE HAY SHED REFERRED TO THEREIN NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0121 ***********************************************************************
 NP0121  DESIGNATION -  C 342
 NP0121  PID         -  NP0121
 NP0121  STATE/COUNTY-  NE/BOX BUTTE
 NP0121  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0121
 NP0121                         *CURRENT SURVEY CONTROL
 NP0121  ___________________________________________________________________
 NP0121* NAD 83(1986)-  42 02 05.     (N)    102 55 24.     (W)     SCALED    
 NP0121* NAVD 88     -      1217.075  (meters)    3993.02   (feet)  ADJUSTED  
 NP0121  ___________________________________________________________________
 NP0121  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 NP0121  DYNAMIC HT  -        1216.346 (meters)    3990.63  (feet)  COMP
 NP0121  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 NP0121
 NP0121  VERT ORDER  -  FIRST     CLASS II
 NP0121
 NP0121.The horizontal coordinates were scaled from a topographic map and have
 NP0121.an estimated accuracy of +/- 6 seconds.
 NP0121
 NP0121.The orthometric height was determined by differential leveling
 NP0121.and adjusted by the National Geodetic Survey in June 1991..
 NP0121
 NP0121.The geoid height was determined by GEOID03.
 NP0121
 NP0121.The dynamic height is computed by dividing the NAVD 88
 NP0121.geopotential number by the normal gravity value computed on the
 NP0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0121.degrees latitude (g = 980.6199 gals.).
 NP0121
 NP0121.The modeled gravity was interpolated from observed gravity values.
 NP0121
 NP0121;                    North         East    Units  Estimated Accuracy
 NP0121;SPC NE       -   248,500.      258,050.      MT  (+/- 180 meters Scaled)
 NP0121
 NP0121                          SUPERSEDED SURVEY CONTROL
 NP0121
 NP0121  NGVD 29 (??/??/92) 1216.480  (m)         3991.07   (f) ADJ UNCH    1 2
 NP0121
 NP0121.Superseded values are not recommended for survey control.
 NP0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0121.See file dsdata.txt to determine how the superseded data were derived.
 NP0121
 NP0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG718557(NAD 83)
 NP0121_MARKER: DB = BENCH MARK DISK
 NP0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0121_SP_SET: CONCRETE POST
 NP0121_STAMPING: C 342 1956
 NP0121_MARK LOGO: CGS   
 NP0121_PROJECTION: PROJECTING 2 CENTIMETERS
 NP0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0121+STABILITY: SURFACE MOTION
 NP0121
 NP0121  HISTORY     - Date     Condition        Report By
 NP0121  HISTORY     - 1956     MONUMENTED       CGS
 NP0121  HISTORY     - 1985     GOOD             NGS
 NP0121
 NP0121                          STATION DESCRIPTION
 NP0121
 NP0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0121'5.2 MI SW FROM ALLIANCE.
 NP0121'5.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0121'RAILROAD FROM THE STATION AT ALLIANCE, 7 POLES SOUTH OF MILEPOST
 NP0121'5, 31 FEET WEST OF THE WEST RAIL, 50 FEET EAST OF THE CENTER
 NP0121'LINE OF STATE HIGHWAY 19, 14 FEET EAST OF A TELEPHONE POLE, 2
 NP0121'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NP0121'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE SOUTHEAST
 NP0121'1/4 OF SECTION 19, TOWNSHIP 24 NORTH, RANGE 48 WEST.
 NP0121
 NP0121                          STATION RECOVERY (1985)
 NP0121
 NP0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0121'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.37 KM (5.2
 NP0121'FT) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS STATION
 NP0121'AT ALLIANCE, 9.42 METERS (30.9 FT) NORTHWEST OF THE NORTHWEST RAIL,
 NP0121'36.28 METERS (119 FT) SOUTHEAST OF THE CENTER OF STATE HIGHWAY 2,
 NP0121'10.67 METERS (35 FT) EAST-NORTHEAST OF A RIGHT OF WAY MARKER AND 0.4
 NP0121'METER (1.4 FT) NORTHEAST OF A WOODEN WITNESS POST.
 NP0121'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 NP0121'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0360 ***********************************************************************
 NP0360  DESIGNATION -  C 343
 NP0360  PID         -  NP0360
 NP0360  STATE/COUNTY-  NE/BOX BUTTE
 NP0360  USGS QUAD   -  BOX BUTTE RESERVOIR WEST (1974)
 NP0360
 NP0360                         *CURRENT SURVEY CONTROL
 NP0360  ___________________________________________________________________
 NP0360* NAD 83(1986)-  42 25 20.     (N)    103 14 43.     (W)     SCALED    
 NP0360* NAVD 88     -      1298.140  (meters)    4258.98   (feet)  ADJUSTED  
 NP0360  ___________________________________________________________________
 NP0360  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 NP0360  DYNAMIC HT  -        1297.366 (meters)    4256.44  (feet)  COMP
 NP0360  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 NP0360
 NP0360  VERT ORDER  -  FIRST     CLASS II
 NP0360
 NP0360.The horizontal coordinates were scaled from a topographic map and have
 NP0360.an estimated accuracy of +/- 6 seconds.
 NP0360
 NP0360.The orthometric height was determined by differential leveling
 NP0360.and adjusted by the National Geodetic Survey in June 1991..
 NP0360
 NP0360.The geoid height was determined by GEOID03.
 NP0360
 NP0360.The dynamic height is computed by dividing the NAVD 88
 NP0360.geopotential number by the normal gravity value computed on the
 NP0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0360.degrees latitude (g = 980.6199 gals.).
 NP0360
 NP0360.The modeled gravity was interpolated from observed gravity values.
 NP0360
 NP0360;                    North         East    Units  Estimated Accuracy
 NP0360;SPC NE       -   292,460.      233,030.      MT  (+/- 180 meters Scaled)
 NP0360
 NP0360                          SUPERSEDED SURVEY CONTROL
 NP0360
 NP0360  NGVD 29 (??/??/92) 1297.466  (m)         4256.77   (f) ADJ UNCH    1 2
 NP0360
 NP0360.Superseded values are not recommended for survey control.
 NP0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0360.See file dsdata.txt to determine how the superseded data were derived.
 NP0360
 NP0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG443981(NAD 83)
 NP0360_MARKER: DB = BENCH MARK DISK
 NP0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0360_SP_SET: CONCRETE POST
 NP0360_STAMPING: C 343 1956
 NP0360_MARK LOGO: CGS   
 NP0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0360+STABILITY: SURFACE MOTION
 NP0360
 NP0360  HISTORY     - Date     Condition        Report By
 NP0360  HISTORY     - 1956     MONUMENTED       CGS
 NP0360  HISTORY     - 1985     GOOD             NGS
 NP0360
 NP0360                          STATION DESCRIPTION
 NP0360
 NP0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0360'4.6 MI E FROM MARSLAND.
 NP0360'4.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0360'FROM THE STATION SIGN AT MARSLAND, 44.7 FEET NORTH OF THE NORTH
 NP0360'RAIL, 11.9 FEET EAST OF THE 2ND POLE WEST OF MILEPOST 396,
 NP0360'6 FEET SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, SET
 NP0360'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 NP0360'THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 11, TOWNSHIP 28
 NP0360'NORTH, RANGE 51 WEST.
 NP0360
 NP0360                          STATION RECOVERY (1985)
 NP0360
 NP0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0360'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0360'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 7.24 KM
 NP0360'(4.5 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD AND 7.5
 NP0360'METERS (24.6 FT) SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0394 ***********************************************************************
 NP0394  DESIGNATION -  C 344
 NP0394  PID         -  NP0394
 NP0394  STATE/COUNTY-  NE/BOX BUTTE
 NP0394  USGS QUAD   -  NONPAREIL (1946)
 NP0394
 NP0394                         *CURRENT SURVEY CONTROL
 NP0394  ___________________________________________________________________
 NP0394* NAD 83(1986)-  42 19 17.     (N)    103 12 35.     (W)     SCALED    
 NP0394* NAVD 88     -      1342.934  (meters)    4405.94   (feet)  POSTED    
 NP0394  ___________________________________________________________________
 NP0394  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 NP0394  DYNAMIC HT  -        1342.120 (meters)    4403.27  (feet)  COMP
 NP0394  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 NP0394
 NP0394  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NP0394
 NP0394.The horizontal coordinates were scaled from a topographic map and have
 NP0394.an estimated accuracy of +/- 6 seconds.
 NP0394
 NP0394.The orthometric height was determined by differential leveling
 NP0394.and adjusted by the National Geodetic Survey in 1992..
 NP0394.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NP0394.rate of 0.0 thru 1.0 mm/km.
 NP0394
 NP0394.The geoid height was determined by GEOID03.
 NP0394
 NP0394.The dynamic height is computed by dividing the NAVD 88
 NP0394.geopotential number by the normal gravity value computed on the
 NP0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0394.degrees latitude (g = 980.6199 gals.).
 NP0394
 NP0394.The modeled gravity was interpolated from observed gravity values.
 NP0394
 NP0394;                    North         East    Units  Estimated Accuracy
 NP0394;SPC NE       -   281,160.      235,540.      MT  (+/- 180 meters Scaled)
 NP0394
 NP0394                          SUPERSEDED SURVEY CONTROL
 NP0394
 NP0394  NGVD 29 (??/??/92) 1342.271  (m)         4403.77   (f) ADJ UNCH    2 0
 NP0394
 NP0394.Superseded values are not recommended for survey control.
 NP0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0394.See file dsdata.txt to determine how the superseded data were derived.
 NP0394
 NP0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG475870(NAD 83)
 NP0394_MARKER: DB = BENCH MARK DISK
 NP0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0394_STAMPING: C 344 1956
 NP0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0394+STABILITY: SURFACE MOTION
 NP0394
 NP0394  HISTORY     - Date     Condition        Report By
 NP0394  HISTORY     - 1956     MONUMENTED       CGS
 NP0394
 NP0394                          STATION DESCRIPTION
 NP0394
 NP0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0394'7 MI W FROM HEMINGFORD.
 NP0394'7.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE
 NP0394'AT HEMINGFORD, AT THE EAST END OF A GROVE OF TREES, 66 FEET SOUTH
 NP0394'OF THE CENTER LINE OF THE HIGHWAY, 37 FEET WEST OF THE CENTER
 NP0394'LINE OF A NORTH AND SOUTH TRACK ROAD, 24.7 FEET SOUTH OF A POWER
 NP0394'POLE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NP0394'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE NORTHEAST
 NP0394'1/4 OF SECTION 13, TOWNSHIP 27 NORTH, RANGE 51 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0169 ***********************************************************************
 MN0169  DESIGNATION -  C 345
 MN0169  PID         -  MN0169
 MN0169  STATE/COUNTY-  NE/MORRILL
 MN0169  USGS QUAD   -  ANGORA NE (1965)
 MN0169
 MN0169                         *CURRENT SURVEY CONTROL
 MN0169  ___________________________________________________________________
 MN0169* NAD 83(1986)-  41 56 14.     (N)    103 01 27.     (W)     SCALED    
 MN0169* NAVD 88     -      1270.259  (meters)    4167.51   (feet)  ADJUSTED  
 MN0169  ___________________________________________________________________
 MN0169  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 MN0169  DYNAMIC HT  -        1269.475 (meters)    4164.94  (feet)  COMP
 MN0169  MODELED GRAV-     979,961.1   (mgal)                       NAVD 88
 MN0169
 MN0169  VERT ORDER  -  FIRST     CLASS II
 MN0169
 MN0169.The horizontal coordinates were scaled from a topographic map and have
 MN0169.an estimated accuracy of +/- 6 seconds.
 MN0169
 MN0169.The orthometric height was determined by differential leveling
 MN0169.and adjusted by the National Geodetic Survey in June 1991..
 MN0169
 MN0169.The geoid height was determined by GEOID03.
 MN0169
 MN0169.The dynamic height is computed by dividing the NAVD 88
 MN0169.geopotential number by the normal gravity value computed on the
 MN0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0169.degrees latitude (g = 980.6199 gals.).
 MN0169
 MN0169.The modeled gravity was interpolated from observed gravity values.
 MN0169
 MN0169;                    North         East    Units  Estimated Accuracy
 MN0169;SPC NE       -   237,970.      249,330.      MT  (+/- 180 meters Scaled)
 MN0169
 MN0169                          SUPERSEDED SURVEY CONTROL
 MN0169
 MN0169  NGVD 29 (??/??/92) 1269.635  (m)         4165.46   (f) ADJ UNCH    1 2
 MN0169
 MN0169.Superseded values are not recommended for survey control.
 MN0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0169.See file dsdata.txt to determine how the superseded data were derived.
 MN0169
 MN0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG637446(NAD 83)
 MN0169_MARKER: DB = BENCH MARK DISK
 MN0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0169_STAMPING: C 345 1956
 MN0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0169+STABILITY: SURFACE MOTION
 MN0169
 MN0169  HISTORY     - Date     Condition        Report By
 MN0169  HISTORY     - 1956     MONUMENTED       CGS
 MN0169  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0169
 MN0169                          STATION DESCRIPTION
 MN0169
 MN0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0169'8 MI NE FROM ANGORA.
 MN0169'8.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0169'RAILROAD FROM THE STATION AT ANGORA, 7 1/2 POLES NORTHEAST OF
 MN0169'MILEPOST 14, AT A PRIVATE ROAD CROSSING, 68 FEET SOUTHEAST OF THE
 MN0169'SOUTHEAST RAIL OF THE MAIN TRACK, 16 FEET NORTHEAST OF THE CENTER
 MN0169'LINE OF A PRIVATE ROAD, 9 FEET NORTHEAST OF THE NORTHEAST END OF A
 MN0169'CATTLE GUARD, 1.8 FEET NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A
 MN0169'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MN0169'0.5 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 29,
 MN0169'TOWNSHIP 23 NORTH, RANGE 49 WEST.
 MN0169
 MN0169                          STATION RECOVERY (1985)
 MN0169
 MN0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0169'NOT RECOVERED.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN
 MN0169'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1702 ***********************************************************************
 MK1702  DESIGNATION -  C 346
 MK1702  PID         -  MK1702
 MK1702  STATE/COUNTY-  NE/PLATTE
 MK1702  USGS QUAD   -  TARNOV (1985)
 MK1702
 MK1702                         *CURRENT SURVEY CONTROL
 MK1702  ___________________________________________________________________
 MK1702* NAD 83(1986)-  41 32 26.     (N)    097 32 24.     (W)     SCALED    
 MK1702* NAVD 88     -       472.443  (meters)    1550.01   (feet)  ADJUSTED  
 MK1702  ___________________________________________________________________
 MK1702  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 MK1702  DYNAMIC HT  -         472.234 (meters)    1549.32  (feet)  COMP
 MK1702  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 MK1702
 MK1702  VERT ORDER  -  SECOND    CLASS 0
 MK1702
 MK1702.The horizontal coordinates were scaled from a topographic map and have
 MK1702.an estimated accuracy of +/- 6 seconds.
 MK1702
 MK1702.The orthometric height was determined by differential leveling
 MK1702.and adjusted by the National Geodetic Survey in June 1991..
 MK1702
 MK1702.The geoid height was determined by GEOID03.
 MK1702
 MK1702.The dynamic height is computed by dividing the NAVD 88
 MK1702.geopotential number by the normal gravity value computed on the
 MK1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1702.degrees latitude (g = 980.6199 gals.).
 MK1702
 MK1702.The modeled gravity was interpolated from observed gravity values.
 MK1702
 MK1702;                    North         East    Units  Estimated Accuracy
 MK1702;SPC NE       -   192,460.      705,180.      MT  (+/- 180 meters Scaled)
 MK1702
 MK1702                          SUPERSEDED SURVEY CONTROL
 MK1702
 MK1702  NGVD 29 (??/??/92)  472.252  (m)         1549.38   (f) ADJ UNCH    2 0
 MK1702
 MK1702.Superseded values are not recommended for survey control.
 MK1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1702.See file dsdata.txt to determine how the superseded data were derived.
 MK1702
 MK1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL217997(NAD 83)
 MK1702_MARKER: DB = BENCH MARK DISK
 MK1702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1702_SP_SET: BRIDGE
 MK1702_STAMPING: C 346 1957
 MK1702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1702
 MK1702  HISTORY     - Date     Condition        Report By
 MK1702  HISTORY     - 1957     MONUMENTED       CGS
 MK1702  HISTORY     - 1989     GOOD             LOCSUR
 MK1702
 MK1702                          STATION DESCRIPTION
 MK1702
 MK1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1702'2.9 MI W FROM PLATTE CENTER.
 MK1702'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1702'STATION AT PLATTE CENTER, THENCE 2.7 MILES WEST ALONG A ROAD,
 MK1702'IN SECTION 10, T. 18 N., R. 2 W., 0.1 MILE EAST OF THE JUNCTION
 MK1702'OF A ROAD SOUTH, 13 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 MK1702'IN THE TOP OF THE EAST END OF THE NORTH GUARD RAIL OF A BRIDGE
 MK1702'OVER SHELL CREEK.
 MK1702
 MK1702                          STATION RECOVERY (1989)
 MK1702
 MK1702'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0192 ***********************************************************************
 NO0192  DESIGNATION -  C 347
 NO0192  PID         -  NO0192
 NO0192  STATE/COUNTY-  NE/CHERRY
 NO0192  USGS QUAD   -  NENZEL (1985)
 NO0192
 NO0192                         *CURRENT SURVEY CONTROL
 NO0192  ___________________________________________________________________
 NO0192* NAD 83(1986)-  42 54 39.     (N)    101 03 12.     (W)     SCALED    
 NO0192* NAVD 88     -       955.682  (meters)    3135.43   (feet)  ADJUSTED  
 NO0192  ___________________________________________________________________
 NO0192  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 NO0192  DYNAMIC HT  -         955.280 (meters)    3134.11  (feet)  COMP
 NO0192  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 NO0192
 NO0192  VERT ORDER  -  FIRST     CLASS II
 NO0192
 NO0192.The horizontal coordinates were scaled from a topographic map and have
 NO0192.an estimated accuracy of +/- 6 seconds.
 NO0192
 NO0192.The orthometric height was determined by differential leveling
 NO0192.and adjusted by the National Geodetic Survey in June 1991..
 NO0192
 NO0192.The geoid height was determined by GEOID03.
 NO0192
 NO0192.The dynamic height is computed by dividing the NAVD 88
 NO0192.geopotential number by the normal gravity value computed on the
 NO0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0192.degrees latitude (g = 980.6199 gals.).
 NO0192
 NO0192.The modeled gravity was interpolated from observed gravity values.
 NO0192
 NO0192;                    North         East    Units  Estimated Accuracy
 NO0192;SPC NE       -   342,240.      413,990.      MT  (+/- 180 meters Scaled)
 NO0192
 NO0192                          SUPERSEDED SURVEY CONTROL
 NO0192
 NO0192  NGVD 29 (??/??/92)  955.328  (m)         3134.27   (f) ADJ UNCH    1 2
 NO0192
 NO0192.Superseded values are not recommended for survey control.
 NO0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0192.See file dsdata.txt to determine how the superseded data were derived.
 NO0192
 NO0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN323529(NAD 83)
 NO0192_MARKER: DB = BENCH MARK DISK
 NO0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0192_STAMPING: C 347 1957
 NO0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0192+STABILITY: SURFACE MOTION
 NO0192
 NO0192  HISTORY     - Date     Condition        Report By
 NO0192  HISTORY     - 1957     MONUMENTED       CGS
 NO0192
 NO0192                          STATION DESCRIPTION
 NO0192
 NO0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0192'6.2 MI W FROM KILGORE.
 NO0192'ABOUT 5.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0192'FROM THE STATION AT KILGORE, THENCE 0.85 MILE SOUTH ALONG A
 NO0192'DIRT ROAD, IN SECTION 23, T.34 N., R.32 W., 21 FEET WEST OF THE
 NO0192'CENTER LINE OF THE ROAD, 69 FEET NORTH OF A FENCE LINE WEST,
 NO0192'2 1/2 FEET EAST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 NO0192'WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND IN THE TOP OF A
 NO0192'CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0214 ***********************************************************************
 NP0214  DESIGNATION -  C 348
 NP0214  PID         -  NP0214
 NP0214  STATE/COUNTY-  NE/DAWES
 NP0214  USGS QUAD   -  HAY SPRINGS CREEK (1966)
 NP0214
 NP0214                         *CURRENT SURVEY CONTROL
 NP0214  ___________________________________________________________________
 NP0214* NAD 83(1986)-  42 43 54.     (N)    102 46 03.     (W)     SCALED    
 NP0214* NAVD 88     -      1166.597  (meters)    3827.41   (feet)  ADJUSTED  
 NP0214  ___________________________________________________________________
 NP0214  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 NP0214  DYNAMIC HT  -        1165.997 (meters)    3825.44  (feet)  COMP
 NP0214  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 NP0214
 NP0214  VERT ORDER  -  FIRST     CLASS II
 NP0214
 NP0214.The horizontal coordinates were scaled from a topographic map and have
 NP0214.an estimated accuracy of +/- 6 seconds.
 NP0214
 NP0214.The orthometric height was determined by differential leveling
 NP0214.and adjusted by the National Geodetic Survey in June 1991..
 NP0214
 NP0214.The geoid height was determined by GEOID03.
 NP0214
 NP0214.The dynamic height is computed by dividing the NAVD 88
 NP0214.geopotential number by the normal gravity value computed on the
 NP0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0214.degrees latitude (g = 980.6199 gals.).
 NP0214
 NP0214.The modeled gravity was interpolated from observed gravity values.
 NP0214
 NP0214;                    North         East    Units  Estimated Accuracy
 NP0214;SPC NE       -   325,440.      273,420.      MT  (+/- 180 meters Scaled)
 NP0214
 NP0214                          SUPERSEDED SURVEY CONTROL
 NP0214
 NP0214  NGVD 29 (??/??/92) 1166.045  (m)         3825.60   (f) ADJ UNCH    1 2
 NP0214
 NP0214.Superseded values are not recommended for survey control.
 NP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0214.See file dsdata.txt to determine how the superseded data were derived.
 NP0214
 NP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH827334(NAD 83)
 NP0214_MARKER: DB = BENCH MARK DISK
 NP0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0214_STAMPING: C 348 1957
 NP0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0214+STABILITY: SURFACE MOTION
 NP0214
 NP0214  HISTORY     - Date     Condition        Report By
 NP0214  HISTORY     - 1957     MONUMENTED       CGS
 NP0214
 NP0214                          STATION DESCRIPTION
 NP0214
 NP0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0214'5.4 MI NW FROM HAY SPRINGS.
 NP0214'ABOUT 5.45 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0214'RAILROAD FROM THE STATION AT HAY SPRINGS, 65 FEET SOUTHWEST OF
 NP0214'THE SECOND POLE NORTHWEST OF MILEPOST 392, 103 FEET SOUTHWEST OF
 NP0214'THE SOUTHWEST RAIL, 162 FEET WEST OF THE WEST CORNER OF BRIDGE 625,
 NP0214'1 1/2 FEET NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A
 NP0214'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE
 NP0214'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0250 ***********************************************************************
 NP0250  DESIGNATION -  C 349 RESET
 NP0250  PID         -  NP0250
 NP0250  STATE/COUNTY-  NE/DAWES
 NP0250  USGS QUAD   -  CHADRON WEST (1980)
 NP0250
 NP0250                         *CURRENT SURVEY CONTROL
 NP0250  ___________________________________________________________________
 NP0250* NAD 83(1986)-  42 49 45.     (N)    103 05 54.     (W)     SCALED    
 NP0250* NAVD 88     -      1007.38   (meters)    3305.0    (feet)  RESET     
 NP0250  ___________________________________________________________________
 NP0250  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 NP0250
 NP0250  VERT ORDER  -  THIRD
 NP0250
 NP0250.This mark is at Chadron Municipal Airport (CDR)
 NP0250
 NP0250.The horizontal coordinates were scaled from a topographic map and have
 NP0250.an estimated accuracy of +/- 6 seconds.
 NP0250
 NP0250.The orthometric height was computed from unverified reset data.
 NP0250
 NP0250.The geoid height was determined by GEOID03.
 NP0250
 NP0250;                    North         East    Units  Estimated Accuracy
 NP0250;SPC NE       -   337,180.      246,730.      MT  (+/- 180 meters Scaled)
 NP0250
 NP0250                          SUPERSEDED SURVEY CONTROL
 NP0250
 NP0250.No superseded survey control is available for this station.
 NP0250
 NP0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH554435(NAD 83)
 NP0250_MARKER: DB = BENCH MARK DISK
 NP0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0250_SP_SET: PILASTER OF HANGAR
 NP0250_STAMPING: C 349 RESET 1972
 NP0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0250
 NP0250  HISTORY     - Date     Condition        Report By
 NP0250  HISTORY     - 1972     MONUMENTED       LOCENG
 NP0250
 NP0250                          STATION DESCRIPTION
 NP0250
 NP0250'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 NP0250'5.1 MI W FROM CHADRON.
 NP0250'ABOUT 5.1 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 NP0250'AT CHADRON, IN SECTION 16, T 33 N, R 49 W, AT CHADRON AIRPORT,
 NP0250'1 FOOT WEST OF THE SOUTHEAST CORNER OF A LARGE BRICK AND HOLLOW
 NP0250'TILE HANGAR, 3 FEET ABOVE THE GROUND AND SET VERTICALLY IN THE
 NP0250'BRICK CORNER PILASTER OF THE HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0320 ***********************************************************************
 NO0320  DESIGNATION -  C 350
 NO0320  PID         -  NO0320
 NO0320  STATE/COUNTY-  NE/CHERRY
 NO0320  USGS QUAD   -  TRUMBULL LAKE (1990)
 NO0320
 NO0320                         *CURRENT SURVEY CONTROL
 NO0320  ___________________________________________________________________
 NO0320* NAD 83(1986)-  42 55 19.     (N)    101 46 39.     (W)     SCALED    
 NO0320* NAVD 88     -      1014.612  (meters)    3328.77   (feet)  ADJUSTED  
 NO0320  ___________________________________________________________________
 NO0320  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 NO0320  DYNAMIC HT  -        1014.160 (meters)    3327.29  (feet)  COMP
 NO0320  MODELED GRAV-     980,140.5   (mgal)                       NAVD 88
 NO0320
 NO0320  VERT ORDER  -  FIRST     CLASS II
 NO0320
 NO0320.The horizontal coordinates were scaled from a topographic map and have
 NO0320.an estimated accuracy of +/- 6 seconds.
 NO0320
 NO0320.The orthometric height was determined by differential leveling
 NO0320.and adjusted by the National Geodetic Survey in June 1991..
 NO0320
 NO0320.The geoid height was determined by GEOID03.
 NO0320
 NO0320.The dynamic height is computed by dividing the NAVD 88
 NO0320.geopotential number by the normal gravity value computed on the
 NO0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0320.degrees latitude (g = 980.6199 gals.).
 NO0320
 NO0320.The modeled gravity was interpolated from observed gravity values.
 NO0320
 NO0320;                    North         East    Units  Estimated Accuracy
 NO0320;SPC NE       -   344,440.      354,890.      MT  (+/- 180 meters Scaled)
 NO0320
 NO0320                          SUPERSEDED SURVEY CONTROL
 NO0320
 NO0320  NGVD 29 (??/??/92) 1014.179  (m)         3327.35   (f) ADJ UNCH    1 2
 NO0320
 NO0320.Superseded values are not recommended for survey control.
 NO0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0320.See file dsdata.txt to determine how the superseded data were derived.
 NO0320
 NO0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN733558(NAD 83)
 NO0320_MARKER: DB = BENCH MARK DISK
 NO0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0320_STAMPING: C 350 1957
 NO0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0320+STABILITY: SURFACE MOTION
 NO0320
 NO0320  HISTORY     - Date     Condition        Report By
 NO0320  HISTORY     - 1957     MONUMENTED       CGS
 NO0320
 NO0320                          STATION DESCRIPTION
 NO0320
 NO0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0320'3.9 MI W FROM MERRIMAN.
 NO0320'ABOUT 3.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0320'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 38 W., SECTION
 NO0320'15., 0.1 MILE NORTHEAST OF THE CREST OF A HILL, ON THE SOUTHWEST
 NO0320'EDGE OF A SMALL SANDY KNOLL, 30 FEET SOUTHWEST OF THE 2ND
 NO0320'TELEPHONE POLE SOUTHWEST OF MILEPOST 336, 48 FEET NORTHWEST
 NO0320'OF THE CENTER LINE OF U.S. HIGHWAY 20, 1 1/2 FEET NORTHEAST OF
 NO0320'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE TOP OF THE
 NO0320'RAILS, AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0010 ***********************************************************************
 NP0010  DESIGNATION -  C 351
 NP0010  PID         -  NP0010
 NP0010  STATE/COUNTY-  NE/SHERIDAN
 NP0010  USGS QUAD   -  GORDON SE (1969)
 NP0010
 NP0010                         *CURRENT SURVEY CONTROL
 NP0010  ___________________________________________________________________
 NP0010* NAD 83(1986)-  42 49 41.     (N)    102 07 28.     (W)     SCALED    
 NP0010* NAVD 88     -      1083.198  (meters)    3553.79   (feet)  ADJUSTED  
 NP0010  ___________________________________________________________________
 NP0010  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 NP0010  DYNAMIC HT  -        1082.685 (meters)    3552.11  (feet)  COMP
 NP0010  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 NP0010
 NP0010  VERT ORDER  -  FIRST     CLASS II
 NP0010
 NP0010.The horizontal coordinates were scaled from a topographic map and have
 NP0010.an estimated accuracy of +/- 6 seconds.
 NP0010
 NP0010.The orthometric height was determined by differential leveling
 NP0010.and adjusted by the National Geodetic Survey in June 1991..
 NP0010
 NP0010.The geoid height was determined by GEOID03.
 NP0010
 NP0010.The dynamic height is computed by dividing the NAVD 88
 NP0010.geopotential number by the normal gravity value computed on the
 NP0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0010.degrees latitude (g = 980.6199 gals.).
 NP0010
 NP0010.The modeled gravity was interpolated from observed gravity values.
 NP0010
 NP0010;                    North         East    Units  Estimated Accuracy
 NP0010;SPC NE       -   334,650.      326,320.      MT  (+/- 180 meters Scaled)
 NP0010
 NP0010                          SUPERSEDED SURVEY CONTROL
 NP0010
 NP0010  NGVD 29 (??/??/92) 1082.716  (m)         3552.21   (f) ADJ UNCH    1 2
 NP0010
 NP0010.Superseded values are not recommended for survey control.
 NP0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0010.See file dsdata.txt to determine how the superseded data were derived.
 NP0010
 NP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH350457(NAD 83)
 NP0010_MARKER: DB = BENCH MARK DISK
 NP0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0010_STAMPING: C 351 1957
 NP0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0010+STABILITY: SURFACE MOTION
 NP0010
 NP0010  HISTORY     - Date     Condition        Report By
 NP0010  HISTORY     - 1957     MONUMENTED       CGS
 NP0010
 NP0010                          STATION DESCRIPTION
 NP0010
 NP0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0010'4 MI NE FROM GORDON.
 NP0010'ABOUT 4.0 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0010'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 41 W.,
 NP0010'AND IN THE SOUTHWEST QUARTER OF SECTION 14., 67 FEET EAST-SOUTHEAST
 NP0010'OF THE CENTER LINE OF A ROAD CROSSING, 61 FEET NORTHEAST OF THE
 NP0010'CENTER LINE OF A TRACK ROAD, 45 FEET SOUTHEAST OF THE SOUTHEAST
 NP0010'RAIL, 10 1/2 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 2 FEET
 NP0010'NORTHWEST OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 NP0010'WITNESS POST, AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0010'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0041 ***********************************************************************
 NP0041  DESIGNATION -  C 352
 NP0041  PID         -  NP0041
 NP0041  STATE/COUNTY-  NE/SHERIDAN
 NP0041  USGS QUAD   -  RUSHVILLE (1966)
 NP0041
 NP0041                         *CURRENT SURVEY CONTROL
 NP0041  ___________________________________________________________________
 NP0041* NAD 83(1986)-  42 43 29.     (N)    102 25 36.     (W)     SCALED    
 NP0041* NAVD 88     -      1146.811  (meters)    3762.50   (feet)  ADJUSTED  
 NP0041  ___________________________________________________________________
 NP0041  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 NP0041  DYNAMIC HT  -        1146.233 (meters)    3760.60  (feet)  COMP
 NP0041  MODELED GRAV-     980,077.3   (mgal)                       NAVD 88
 NP0041
 NP0041  VERT ORDER  -  FIRST     CLASS II
 NP0041
 NP0041.The horizontal coordinates were scaled from a topographic map and have
 NP0041.an estimated accuracy of +/- 6 seconds.
 NP0041
 NP0041.The orthometric height was determined by differential leveling
 NP0041.and adjusted by the National Geodetic Survey in June 1991..
 NP0041
 NP0041.The geoid height was determined by GEOID03.
 NP0041
 NP0041.The dynamic height is computed by dividing the NAVD 88
 NP0041.geopotential number by the normal gravity value computed on the
 NP0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0041.degrees latitude (g = 980.6199 gals.).
 NP0041
 NP0041.The modeled gravity was interpolated from observed gravity values.
 NP0041
 NP0041;                    North         East    Units  Estimated Accuracy
 NP0041;SPC NE       -   323,830.      301,300.      MT  (+/- 180 meters Scaled)
 NP0041
 NP0041                          SUPERSEDED SURVEY CONTROL
 NP0041
 NP0041  NGVD 29 (??/??/92) 1146.285  (m)         3760.77   (f) ADJ UNCH    1 2
 NP0041
 NP0041.Superseded values are not recommended for survey control.
 NP0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0041.See file dsdata.txt to determine how the superseded data were derived.
 NP0041
 NP0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH106334(NAD 83)
 NP0041_MARKER: DB = BENCH MARK DISK
 NP0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0041_STAMPING: C 352 1957
 NP0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0041+STABILITY: SURFACE MOTION
 NP0041
 NP0041  HISTORY     - Date     Condition        Report By
 NP0041  HISTORY     - 1957     MONUMENTED       CGS
 NP0041
 NP0041                          STATION DESCRIPTION
 NP0041
 NP0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0041'2 MI NE FROM RUSHVILLE.
 NP0041'ABOUT 2.0 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0041'RAILWAY FROM THE STATION AT RUSHVILLE, 123 FEET SOUTH-SOUTHWEST
 NP0041'OF THE CENTER LINE OF A ROAD CROSSING, 110 FEET SOUTHWEST
 NP0041'OF THE CENTER LINE OF A DIRT ROAD, 91 FEET NORTHWEST OF THE CENTER
 NP0041'LINE OF U.S. HIGHWAY 20, 39 FEET SOUTHEAST OF THE SOUTHEAST
 NP0041'RAIL, 18 1/2 FEET SOUTHWEST OF THE 8TH POLE NORTHEAST OF MILE
 NP0041'POST 373, IN T. 32 N., R. 44 W., SECTION 25., 1 1/2 FEET
 NP0041'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW
 NP0041'THE TOP OF THE RAILS, AND IN THE TOP OF A CONCRETE POST
 NP0041'WHICH PROJECTS 11 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0302 ***********************************************************************
 NO0302  DESIGNATION -  C 353
 NO0302  PID         -  NO0302
 NO0302  STATE/COUNTY-  NE/CHERRY
 NO0302  USGS QUAD   -  MERRIMAN NE (1990)
 NO0302
 NO0302                         *CURRENT SURVEY CONTROL
 NO0302  ___________________________________________________________________
 NO0302* NAD 83(1986)-  42 56 28.     (N)    101 31 35.     (W)     SCALED    
 NO0302* NAVD 88     -       975.133  (meters)    3199.25   (feet)  ADJUSTED  
 NO0302  ___________________________________________________________________
 NO0302  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 NO0302  DYNAMIC HT  -         974.718 (meters)    3197.89  (feet)  COMP
 NO0302  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 NO0302
 NO0302  VERT ORDER  -  FIRST     CLASS II
 NO0302
 NO0302.The horizontal coordinates were scaled from a topographic map and have
 NO0302.an estimated accuracy of +/- 6 seconds.
 NO0302
 NO0302.The orthometric height was determined by differential leveling
 NO0302.and adjusted by the National Geodetic Survey in June 1991..
 NO0302
 NO0302.The geoid height was determined by GEOID03.
 NO0302
 NO0302.The dynamic height is computed by dividing the NAVD 88
 NO0302.geopotential number by the normal gravity value computed on the
 NO0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0302.degrees latitude (g = 980.6199 gals.).
 NO0302
 NO0302.The modeled gravity was interpolated from observed gravity values.
 NO0302
 NO0302;                    North         East    Units  Estimated Accuracy
 NO0302;SPC NE       -   346,180.      375,430.      MT  (+/- 180 meters Scaled)
 NO0302
 NO0302                          SUPERSEDED SURVEY CONTROL
 NO0302
 NO0302  NGVD 29 (??/??/92)  974.739  (m)         3197.96   (f) ADJ UNCH    1 2
 NO0302
 NO0302.Superseded values are not recommended for survey control.
 NO0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0302.See file dsdata.txt to determine how the superseded data were derived.
 NO0302
 NO0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN938573(NAD 83)
 NO0302_MARKER: DB = BENCH MARK DISK
 NO0302_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NO0302+WITH SETTING: INTO GROUND
 NO0302_STAMPING: C 353 1957
 NO0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0302+STABILITY: SURFACE MOTION
 NO0302
 NO0302  HISTORY     - Date     Condition        Report By
 NO0302  HISTORY     - 1957     MONUMENTED       CGS
 NO0302
 NO0302                          STATION DESCRIPTION
 NO0302
 NO0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0302'9.4 MI E FROM MERRIMAN.
 NO0302'ABOUT 9.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0302'FROM THE STATION AT MERRIMAN, IN SECTION 11, T. 34 N., R. 36 W.,
 NO0302'50 FEET SOUTHEAST OF THE TENTH POLE NORTHEAST OF MILEPOST 323,
 NO0302'45 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 92 FEET NORTHWEST OF THE
 NO0302'CENTER LINE OF A DIRT ROAD, 196 FEET NORTHEAST OF THE EAST
 NO0302'CORNER OF A SMALL WOODEN BRIDGE, 114 FEET SOUTH AND ACROSS THE
 NO0302'TRACK FROM A WHISTLE POST, 7 FEET NORTHWEST OF A FENCE LINE, 2
 NO0302'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 NO0302'THE TRACK AND ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS
 NO0302'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0486 ***********************************************************************
 NP0486  DESIGNATION -  C 354
 NP0486  PID         -  NP0486
 NP0486  STATE/COUNTY-  NE/SIOUX
 NP0486  USGS QUAD   -  MONTROSE (1980)
 NP0486
 NP0486                         *CURRENT SURVEY CONTROL
 NP0486  ___________________________________________________________________
 NP0486* NAD 83(1986)-  42 58 43.     (N)    103 37 44.     (W)     SCALED    
 NP0486* NAVD 88     -      1099.261  (meters)    3606.49   (feet)  ADJUSTED  
 NP0486  ___________________________________________________________________
 NP0486  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 NP0486  DYNAMIC HT  -        1098.747 (meters)    3604.81  (feet)  COMP
 NP0486  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 NP0486
 NP0486  VERT ORDER  -  FIRST     CLASS II
 NP0486
 NP0486.The horizontal coordinates were scaled from a topographic map and have
 NP0486.an estimated accuracy of +/- 6 seconds.
 NP0486
 NP0486.The orthometric height was determined by differential leveling
 NP0486.and adjusted by the National Geodetic Survey in June 1991..
 NP0486
 NP0486.The geoid height was determined by GEOID03.
 NP0486
 NP0486.The dynamic height is computed by dividing the NAVD 88
 NP0486.geopotential number by the normal gravity value computed on the
 NP0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0486.degrees latitude (g = 980.6199 gals.).
 NP0486
 NP0486.The modeled gravity was interpolated from observed gravity values.
 NP0486
 NP0486;                    North         East    Units  Estimated Accuracy
 NP0486;SPC NE       -   355,460.      204,080.      MT  (+/- 180 meters Scaled)
 NP0486
 NP0486                          SUPERSEDED SURVEY CONTROL
 NP0486
 NP0486  NGVD 29 (??/??/92) 1098.704  (m)         3604.66   (f) ADJ UNCH    1 2
 NP0486
 NP0486.Superseded values are not recommended for survey control.
 NP0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0486.See file dsdata.txt to determine how the superseded data were derived.
 NP0486
 NP0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH117593(NAD 83)
 NP0486_MARKER: DB = BENCH MARK DISK
 NP0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0486_SP_SET: CONCRETE POST
 NP0486_STAMPING: C 354 1957
 NP0486_MARK LOGO: CGS   
 NP0486_PROJECTION: PROJECTING 12 CENTIMETERS
 NP0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0486+STABILITY: SURFACE MOTION
 NP0486
 NP0486  HISTORY     - Date     Condition        Report By
 NP0486  HISTORY     - 1957     MONUMENTED       CGS
 NP0486  HISTORY     - 1985     GOOD             NGS
 NP0486
 NP0486                          STATION DESCRIPTION
 NP0486
 NP0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0486'24.1 MI NW FROM CRAWFORD.
 NP0486'ABOUT 24.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0486'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 25,
 NP0486'T. 35 N., R. 54 W., 4 FEET SOUTHWEST OF THE FIRST POLE SOUTHEAST
 NP0486'OF MILEPOST 447, 42 FEET NORTHEAST OF THE NORTHEAST RAIL, 39
 NP0486'FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 2, 26 FEET
 NP0486'EAST OF THE EAST CORNER OF A SECTION CAR SET OFF, 2 FEET
 NP0486'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 3 FEET LOWER THAN THE
 NP0486'RAIL AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NP0486
 NP0486                          STATION RECOVERY (1985)
 NP0486
 NP0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0486'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0486'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0486'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0486'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0486'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0486'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD, THENCE 33.2
 NP0486'KM (20.6 MI) NORTH-NORTHWEST ALONG THE EAST SIDE OF THE TRACKS, 11.9
 NP0486'METERS (39 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 12.8 METERS (42
 NP0486'FT) NORTHEAST OF THE NORTHEAST RAIL, 1.2 METERS (4 FT) SOUTHWEST OF
 NP0486'THE FIRST POLE SOUTHEAST OF MILEPOLE 447 AND 0.6 METER (2 FT)
 NP0486'SOUTHEAST OF A WITNESS POST.
 NP0486'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 NP0486'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0534 ***********************************************************************
 NN0534  DESIGNATION -  C 36
 NN0534  PID         -  NN0534
 NN0534  STATE/COUNTY-  NE/KEYA PAHA
 NN0534  USGS QUAD   -  SPRINGVIEW (1964)
 NN0534
 NN0534                         *CURRENT SURVEY CONTROL
 NN0534  ___________________________________________________________________
 NN0534* NAD 83(1986)-  42 46 52.     (N)    099 37 40.     (W)     SCALED    
 NN0534* NAVD 88     -       723.717  (meters)    2374.39   (feet)  ADJUSTED  
 NN0534  ___________________________________________________________________
 NN0534  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 NN0534  DYNAMIC HT  -         723.432 (meters)    2373.46  (feet)  COMP
 NN0534  MODELED GRAV-     980,202.1   (mgal)                       NAVD 88
 NN0534
 NN0534  VERT ORDER  -  SECOND    CLASS 0
 NN0534
 NN0534.The horizontal coordinates were scaled from a topographic map and have
 NN0534.an estimated accuracy of +/- 6 seconds.
 NN0534
 NN0534.The orthometric height was determined by differential leveling
 NN0534.and adjusted by the National Geodetic Survey in June 1991..
 NN0534
 NN0534.The geoid height was determined by GEOID03.
 NN0534
 NN0534.The dynamic height is computed by dividing the NAVD 88
 NN0534.geopotential number by the normal gravity value computed on the
 NN0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0534.degrees latitude (g = 980.6199 gals.).
 NN0534
 NN0534.The modeled gravity was interpolated from observed gravity values.
 NN0534
 NN0534;                    North         East    Units  Estimated Accuracy
 NN0534;SPC NE       -   327,370.      530,460.      MT  (+/- 180 meters Scaled)
 NN0534
 NN0534                          SUPERSEDED SURVEY CONTROL
 NN0534
 NN0534  NGVD 29 (??/??/92)  723.454  (m)         2373.53   (f) ADJ UNCH    2 0
 NN0534
 NN0534.Superseded values are not recommended for survey control.
 NN0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0534.See file dsdata.txt to determine how the superseded data were derived.
 NN0534
 NN0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN486366(NAD 83)
 NN0534_MARKER: DB = BENCH MARK DISK
 NN0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0534_STAMPING: C-36--1934
 NN0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0534+STABILITY: SURFACE MOTION
 NN0534
 NN0534  HISTORY     - Date     Condition        Report By
 NN0534  HISTORY     - 1934     MONUMENTED       CGS
 NN0534  HISTORY     - 1968     MARK NOT FOUND   USGS
 NN0534
 NN0534                          STATION DESCRIPTION
 NN0534
 NN0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0534'9 MI S FROM SPRINGVIEW.
 NN0534'C-36 IS LOCATED 9 MILES SOUTH OF COURTHOUSE AT SPRINGVIEW, 0.1
 NN0534'OF MILE EAST OF POINT WHERE ROAD MAKES A 90 DEG TURN FROM SOUTH
 NN0534'TO EAST, 100 YARDS EAST OF CENTERLINE OF SMALL WOODEN BIDGE
 NN0534'OVER DRY DITCH, 36 FEET EAST OF CORNER OF WIRE FENCE, 36 FEET
 NN0534'SOUTH OF CENTERLINE OF U.S. HWY. 83, 27 FEET EAST OF CENTERLINE
 NN0534'OF FARM ROAD, 1 FOOT NORTH OF FENCE LINE.  STANDARD TABLET
 NN0534'SET IN TOP OF CONCRETE POST 7 INCHES HIGH.  STAMPED C 36 1934.
 NN0534
 NN0534                          STATION RECOVERY (1968)
 NN0534
 NN0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NN0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0245 ***********************************************************************
 MN0245  DESIGNATION -  C 360
 MN0245  PID         -  MN0245
 MN0245  STATE/COUNTY-  NE/KIMBALL
 MN0245  USGS QUAD   -  KIMBALL (1972)
 MN0245
 MN0245                         *CURRENT SURVEY CONTROL
 MN0245  ___________________________________________________________________
 MN0245* NAD 83(1986)-  41 13 16.     (N)    103 39 46.     (W)     SCALED    
 MN0245* NAVD 88     -      1475.121  (meters)    4839.63   (feet)  ADJUSTED  
 MN0245  ___________________________________________________________________
 MN0245  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 MN0245  DYNAMIC HT  -        1474.045 (meters)    4836.10  (feet)  COMP
 MN0245  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 MN0245
 MN0245  VERT ORDER  -  SECOND    CLASS 0
 MN0245
 MN0245.The horizontal coordinates were scaled from a topographic map and have
 MN0245.an estimated accuracy of +/- 6 seconds.
 MN0245
 MN0245.The orthometric height was determined by differential leveling
 MN0245.and adjusted by the National Geodetic Survey in June 1991..
 MN0245
 MN0245.The geoid height was determined by GEOID03.
 MN0245
 MN0245.The dynamic height is computed by dividing the NAVD 88
 MN0245.geopotential number by the normal gravity value computed on the
 MN0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0245.degrees latitude (g = 980.6199 gals.).
 MN0245
 MN0245.The modeled gravity was interpolated from observed gravity values.
 MN0245
 MN0245;                    North         East    Units  Estimated Accuracy
 MN0245;SPC NE       -   160,580.      193,060.      MT  (+/- 180 meters Scaled)
 MN0245
 MN0245                          SUPERSEDED SURVEY CONTROL
 MN0245
 MN0245  NGVD 29 (??/??/92) 1474.425  (m)         4837.34   (f) ADJ UNCH    2 0
 MN0245
 MN0245.Superseded values are not recommended for survey control.
 MN0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0245.See file dsdata.txt to determine how the superseded data were derived.
 MN0245
 MN0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF120641(NAD 83)
 MN0245_MARKER: DB = BENCH MARK DISK
 MN0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0245_STAMPING: C 360 1960
 MN0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0245+STABILITY: SURFACE MOTION
 MN0245
 MN0245  HISTORY     - Date     Condition        Report By
 MN0245  HISTORY     - 1960     MONUMENTED       CGS
 MN0245
 MN0245                          STATION DESCRIPTION
 MN0245
 MN0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MN0245'1 MI S FROM KIMBALL.
 MN0245'0.1 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT KIMBALL,
 MN0245'NEBRASKA, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 29, ABOUT 100
 MN0245'YARDS NORTHEAST OF KIMBALL COUNTRY CLUB, 67 FEET EAST OF CENTER OF
 MN0245'HIGHWAY, 112 FEET SOUTH OF EAST-WEST ROAD, 4 FEET NORTH OF
 MN0245'HIGHWAY RIGHT-OF-WAY, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 MN0245'TOP OF A CONCRETE POST AND PROJECTING ABOUT 4 INCHES ABOVE GROUND,
 MN0245'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0265 ***********************************************************************
 MN0265  DESIGNATION -  C 361
 MN0265  PID         -  MN0265
 MN0265  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0265  USGS QUAD   -  MINATARE (1965)
 MN0265
 MN0265                         *CURRENT SURVEY CONTROL
 MN0265  ___________________________________________________________________
 MN0265* NAD 83(1986)-  41 52 27.     (N)    103 37 00.     (W)     SCALED    
 MN0265* NAVD 88     -      1189.834  (meters)    3903.65   (feet)  ADJUSTED  
 MN0265  ___________________________________________________________________
 MN0265  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 MN0265  DYNAMIC HT  -        1189.069 (meters)    3901.14  (feet)  COMP
 MN0265  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 MN0265
 MN0265  VERT ORDER  -  SECOND    CLASS 0
 MN0265
 MN0265.The horizontal coordinates were scaled from a topographic map and have
 MN0265.an estimated accuracy of +/- 6 seconds.
 MN0265
 MN0265.The orthometric height was determined by differential leveling
 MN0265.and adjusted by the National Geodetic Survey in June 1991..
 MN0265
 MN0265.The geoid height was determined by GEOID03.
 MN0265
 MN0265.The dynamic height is computed by dividing the NAVD 88
 MN0265.geopotential number by the normal gravity value computed on the
 MN0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0265.degrees latitude (g = 980.6199 gals.).
 MN0265
 MN0265.The modeled gravity was interpolated from observed gravity values.
 MN0265
 MN0265;                    North         East    Units  Estimated Accuracy
 MN0265;SPC NE       -   232,860.      199,950.      MT  (+/- 180 meters Scaled)
 MN0265
 MN0265                          SUPERSEDED SURVEY CONTROL
 MN0265
 MN0265  NGVD 29 (??/??/92) 1189.183  (m)         3901.51   (f) ADJ UNCH    2 0
 MN0265
 MN0265.Superseded values are not recommended for survey control.
 MN0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0265.See file dsdata.txt to determine how the superseded data were derived.
 MN0265
 MN0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG147367(NAD 83)
 MN0265_MARKER: DB = BENCH MARK DISK
 MN0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0265_SP_SET: CONCRETE SPILLWAY
 MN0265_STAMPING: C 361 1962
 MN0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0265
 MN0265  HISTORY     - Date     Condition        Report By
 MN0265  HISTORY     - 1962     MONUMENTED       CGS
 MN0265
 MN0265                          STATION DESCRIPTION
 MN0265
 MN0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MN0265'2.1 MI E FROM SCOTTSBLUFF.
 MN0265'TO REACH THIS MARK GO EAST ON 27TH. STREET AND TRUCK ROUTE FOR
 MN0265'2.1 MILES TO A GRAVEL ROAD INTERSECTION FROM THE SCOTTSBLUFF
 MN0265'HIGH SCHOOL IN SCOTTSBLUFF, TO THE MARK ON RIGHT, 30 FEET SOUTH OF
 MN0265'THE EAST-WEST GRAVEL ROAD, 15 FEET EAST OF THE NORTH-SOUTH GRAVEL
 MN0265'ROAD, 33 FEET SOUTH EAST OF THE INTERSECTION, 2 FEET ABOVE THE
 MN0265'LEVEL OF THE ROAD, A DRILL SET IN THE EAST HEADWALL OF A CONCRETE
 MN0265'IRRIGATION SPILLWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0397 ***********************************************************************
 LG0397  DESIGNATION -  C 361
 LG0397  PID         -  LG0397
 LG0397  STATE/COUNTY-  NE/LANCASTER
 LG0397  USGS QUAD   -  EMERALD (1978)
 LG0397
 LG0397                         *CURRENT SURVEY CONTROL
 LG0397  ___________________________________________________________________
 LG0397* NAD 83(1986)-  40 50 52.     (N)    096 47 14.     (W)     SCALED    
 LG0397* NAVD 88     -       357.743  (meters)    1173.70   (feet)  ADJUSTED  
 LG0397  ___________________________________________________________________
 LG0397  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 LG0397  DYNAMIC HT  -         357.577 (meters)    1173.15  (feet)  COMP
 LG0397  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 LG0397
 LG0397  VERT ORDER  -  SECOND    CLASS 0
 LG0397
 LG0397.The horizontal coordinates were scaled from a topographic map and have
 LG0397.an estimated accuracy of +/- 6 seconds.
 LG0397
 LG0397.The orthometric height was determined by differential leveling
 LG0397.and adjusted by the National Geodetic Survey in June 1991..
 LG0397
 LG0397.The geoid height was determined by GEOID03.
 LG0397
 LG0397.The dynamic height is computed by dividing the NAVD 88
 LG0397.geopotential number by the normal gravity value computed on the
 LG0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0397.degrees latitude (g = 980.6199 gals.).
 LG0397
 LG0397.The modeled gravity was interpolated from observed gravity values.
 LG0397
 LG0397;                    North         East    Units  Estimated Accuracy
 LG0397;SPC NE       -   117,660.      770,790.      MT  (+/- 180 meters Scaled)
 LG0397
 LG0397                          SUPERSEDED SURVEY CONTROL
 LG0397
 LG0397  NGVD 29 (??/??/92)  357.605  (m)         1173.24   (f) ADJ UNCH    2 0
 LG0397
 LG0397.Superseded values are not recommended for survey control.
 LG0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0397.See file dsdata.txt to determine how the superseded data were derived.
 LG0397
 LG0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL865242(NAD 83)
 LG0397_MARKER: DB = BENCH MARK DISK
 LG0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0397_SP_SET: CONCRETE PAD
 LG0397_STAMPING: C 361 1959
 LG0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0397+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1987
 LG0397
 LG0397  HISTORY     - Date     Condition        Report By
 LG0397  HISTORY     - 1959     MONUMENTED       CGS
 LG0397  HISTORY     - 1966     GOOD             NGS
 LG0397  HISTORY     - 1976     MARK NOT FOUND   NGS
 LG0397  HISTORY     - 19870310 MARK NOT FOUND   NGS
 LG0397
 LG0397                          STATION DESCRIPTION
 LG0397
 LG0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LG0397'6.3 MI NW FROM LINCOLN.
 LG0397'MARK IS LOCATED NEAR THE SOUTH ENTRANCE TO LINCOLN AFB.  FROM THE
 LG0397'INTERSECTION OF 9TH. ST. AND U.S. HIGHWAY 6 CITY ROUTE (0 ST.)
 LG0397'PROCEED WEST FOR 4.05 MILES TO THE INTERSECTION OF THE HIGHWAY
 LG0397'AND AIR BASE ROAD (BAKER AVE.) TURN NORTH FOR 2.3 MILES TO THE
 LG0397'SOUTH ENTRANCE TO LINCOLN AFB.  (CHENEY ST.)  MARK IS 70.3 FT.
 LG0397'EAST OF THE CENTERLINE OF BAKER AVE., 80.5 FT. NORTH OF THE
 LG0397'CENTERLINE OF CHENEY ST., 23.3 FT. WEST OF A SMALL WOODEN BUILDING,
 LG0397'SET IN THE SOUTHWEST CORNER OF A LARGE FLAT CONCRETE PAD.  A
 LG0397'STANDARD BRONZE DISK STAMPED C 361 1959.
 LG0397
 LG0397                          STATION RECOVERY (1966)
 LG0397
 LG0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LG0397'RECOVERED IN GOOD CONDITION.
 LG0397
 LG0397                          STATION RECOVERY (1976)
 LG0397
 LG0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LG0397'MARK NOT FOUND.
 LG0397
 LG0397                          STATION RECOVERY (1987)
 LG0397
 LG0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LG0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0521 ***********************************************************************
 LG0521  DESIGNATION -  C 363
 LG0521  PID         -  LG0521
 LG0521  STATE/COUNTY-  NE/SEWARD
 LG0521  USGS QUAD   -  STAPLEHURST (1964)
 LG0521
 LG0521                         *CURRENT SURVEY CONTROL
 LG0521  ___________________________________________________________________
 LG0521* NAD 83(1986)-  40 54 06.     (N)    097 10 37.     (W)     SCALED    
 LG0521* NAVD 88     -       470.647  (meters)    1544.11   (feet)  ADJUSTED  
 LG0521  ___________________________________________________________________
 LG0521  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 LG0521  DYNAMIC HT  -         470.401 (meters)    1543.31  (feet)  COMP
 LG0521  MODELED GRAV-     980,087.6   (mgal)                       NAVD 88
 LG0521
 LG0521  VERT ORDER  -  SECOND    CLASS 0
 LG0521
 LG0521.The horizontal coordinates were scaled from a topographic map and have
 LG0521.an estimated accuracy of +/- 6 seconds.
 LG0521
 LG0521.The orthometric height was determined by differential leveling
 LG0521.and adjusted by the National Geodetic Survey in June 1991..
 LG0521
 LG0521.The geoid height was determined by GEOID03.
 LG0521
 LG0521.The dynamic height is computed by dividing the NAVD 88
 LG0521.geopotential number by the normal gravity value computed on the
 LG0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0521.degrees latitude (g = 980.6199 gals.).
 LG0521
 LG0521.The modeled gravity was interpolated from observed gravity values.
 LG0521
 LG0521;                    North         East    Units  Estimated Accuracy
 LG0521;SPC NE       -   122,500.      737,760.      MT  (+/- 180 meters Scaled)
 LG0521
 LG0521                          SUPERSEDED SURVEY CONTROL
 LG0521
 LG0521  NGVD 29 (??/??/92)  470.468  (m)         1543.53   (f) ADJ UNCH    2 0
 LG0521
 LG0521.Superseded values are not recommended for survey control.
 LG0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0521.See file dsdata.txt to determine how the superseded data were derived.
 LG0521
 LG0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL535294(NAD 83)
 LG0521_MARKER: DB = BENCH MARK DISK
 LG0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0521_STAMPING: C 363 1961
 LG0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0521+STABILITY: SURFACE MOTION
 LG0521
 LG0521  HISTORY     - Date     Condition        Report By
 LG0521  HISTORY     - 1961     MONUMENTED       CGS
 LG0521
 LG0521                          STATION DESCRIPTION
 LG0521
 LG0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0521'4.2 MI NW FROM SEWARD.
 LG0521'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0521'AT SEWARD, THENCE 4.35 MILES WEST ALONG U.S. HIGHWAY 34 AND
 LG0521'STATE HIGHWAY 2, 53 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LG0521'37.2 FEET EAST OF CENTER OF PAVED ROAD LEADING TO MISSILE SITE,
 LG0521'2.5 FEET NORTHEAST OF TELEPHONE POLE 5, 2.3 FEET SOUTHEAST OF
 LG0521'A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE
 LG0521'POST PROJECTING 2 INCHES ABOVE GROUND AND ABOUT THE SAME ELEVATION
 LG0521'AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0522 ***********************************************************************
 LG0522  DESIGNATION -  C 363 RESET
 LG0522  PID         -  LG0522
 LG0522  STATE/COUNTY-  NE/SEWARD
 LG0522  USGS QUAD   -  STAPLEHURST (1964)
 LG0522
 LG0522                         *CURRENT SURVEY CONTROL
 LG0522  ___________________________________________________________________
 LG0522* NAD 83(1986)-  40 54 06.     (N)    097 10 37.     (W)     SCALED    
 LG0522* NAVD 88     -       470.36   (meters)    1543.2    (feet)  RESET     
 LG0522  ___________________________________________________________________
 LG0522  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 LG0522
 LG0522  VERT ORDER  -  THIRD
 LG0522
 LG0522.The horizontal coordinates were scaled from a topographic map and have
 LG0522.an estimated accuracy of +/- 6 seconds.
 LG0522
 LG0522.The orthometric height was computed from unverified reset data.
 LG0522.No vertical observational check was made to the station.
 LG0522
 LG0522.The geoid height was determined by GEOID03.
 LG0522
 LG0522;                    North         East    Units  Estimated Accuracy
 LG0522;SPC NE       -   122,500.      737,760.      MT  (+/- 180 meters Scaled)
 LG0522
 LG0522                          SUPERSEDED SURVEY CONTROL
 LG0522
 LG0522.No superseded survey control is available for this station.
 LG0522
 LG0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL535294(NAD 83)
 LG0522_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LG0522_SETTING: 0 = UNSPECIFIED SETTING
 LG0522_STAMPING: C 363 RESET 1975
 LG0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0522
 LG0522  HISTORY     - Date     Condition        Report By
 LG0522  HISTORY     - 1975     MONUMENTED       NGS
 LG0522
 LG0522                          STATION DESCRIPTION
 LG0522
 LG0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LG0522'4.2 MI NW FROM SEWARD.
 LG0522'FROM THE COURTHOUSE IN SEWARD, AT THE JUNCTION OF U.S. HIGHWAYS
 LG0522'37 AND 34 AND STATE HIGHWAY 15, GO WEST ALONG HIGHWAY 34 FOR
 LG0522'4.25 MILES TO A SURFACED ROAD NORTH AND THE BENCH MARK ON THE
 LG0522'RIGHT, 86 FEET EAST OF THE CENTER OF THE SURFACED ROAD, 12 FEET
 LG0522'WEST-SOUTHWEST OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS
 LG0522'POST AND ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 34.  A 4-INCH
 LG0522'CAST ALUMINUM BENCH MARK STAMPED C 363 RESET 1975, SET FLUSH
 LG0522'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0061 ***********************************************************************
 LG0061  DESIGNATION -  C 364
 LG0061  PID         -  LG0061
 LG0061  STATE/COUNTY-  NE/CASS
 LG0061  USGS QUAD   -  ELMWOOD (1966)
 LG0061
 LG0061                         *CURRENT SURVEY CONTROL
 LG0061  ___________________________________________________________________
 LG0061* NAD 83(1986)-  40 48 46.     (N)    096 16 31.     (W)     SCALED    
 LG0061* NAVD 88     -       408.566  (meters)    1340.44   (feet)  ADJUSTED  
 LG0061  ___________________________________________________________________
 LG0061  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 LG0061  DYNAMIC HT  -         408.392 (meters)    1339.87  (feet)  COMP
 LG0061  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 LG0061
 LG0061  VERT ORDER  -  SECOND    CLASS 0
 LG0061
 LG0061.The horizontal coordinates were scaled from a topographic map and have
 LG0061.an estimated accuracy of +/- 6 seconds.
 LG0061
 LG0061.The orthometric height was determined by differential leveling
 LG0061.and adjusted by the National Geodetic Survey in June 1991..
 LG0061
 LG0061.The geoid height was determined by GEOID03.
 LG0061
 LG0061.The dynamic height is computed by dividing the NAVD 88
 LG0061.geopotential number by the normal gravity value computed on the
 LG0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0061.degrees latitude (g = 980.6199 gals.).
 LG0061
 LG0061.The modeled gravity was interpolated from observed gravity values.
 LG0061
 LG0061;                    North         East    Units  Estimated Accuracy
 LG0061;SPC NE       -   115,510.      814,080.      MT  (+/- 180 meters Scaled)
 LG0061
 LG0061                          SUPERSEDED SURVEY CONTROL
 LG0061
 LG0061  NGVD 29 (??/??/92)  408.471  (m)         1340.13   (f) ADJ UNCH    2 0
 LG0061
 LG0061.Superseded values are not recommended for survey control.
 LG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0061.See file dsdata.txt to determine how the superseded data were derived.
 LG0061
 LG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL298215(NAD 83)
 LG0061_MARKER: DB = BENCH MARK DISK
 LG0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0061_STAMPING: C 364 1961
 LG0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0061+STABILITY: SURFACE MOTION
 LG0061
 LG0061  HISTORY     - Date     Condition        Report By
 LG0061  HISTORY     - 1961     MONUMENTED       CGS
 LG0061
 LG0061                          STATION DESCRIPTION
 LG0061
 LG0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0061'8 MI E FROM EAGLE.
 LG0061'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0061'EAGLE, THENCE 7.85 MILES EAST ALONG U.S. HIGHWAY 34, 0.05 MILE
 LG0061'NORTHWEST OF ROAD CROSSING, 40.0 FEET NORTH OF THE CENTER LINE
 LG0061'OF U.S. HIGHWAY 34, 26.6 FEET NORTHEAST OF A TELEPHONE POLE,
 LG0061'3 FEET HIGHER THAN THE HIGHWAY, 1 FOOT SOUTH OF A METAL WITNESS
 LG0061'POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0061'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0062 ***********************************************************************
 LG0062  DESIGNATION -  C 364 RESET
 LG0062  PID         -  LG0062
 LG0062  STATE/COUNTY-  NE/CASS
 LG0062  USGS QUAD   -  ELMWOOD (1966)
 LG0062
 LG0062                         *CURRENT SURVEY CONTROL
 LG0062  ___________________________________________________________________
 LG0062* NAD 83(1986)-  40 48 46.     (N)    096 16 32.     (W)     SCALED    
 LG0062* NAVD 88     -       408.31   (meters)    1339.6    (feet)  RESET     
 LG0062  ___________________________________________________________________
 LG0062  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 LG0062
 LG0062  VERT ORDER  -  THIRD
 LG0062
 LG0062.The horizontal coordinates were scaled from a topographic map and have
 LG0062.an estimated accuracy of +/- 6 seconds.
 LG0062
 LG0062.The orthometric height was computed from unverified reset data.
 LG0062
 LG0062.The geoid height was determined by GEOID03.
 LG0062
 LG0062;                    North         East    Units  Estimated Accuracy
 LG0062;SPC NE       -   115,510.      814,060.      MT  (+/- 180 meters Scaled)
 LG0062
 LG0062                          SUPERSEDED SURVEY CONTROL
 LG0062
 LG0062  NGVD 29 (??/??/??)  408.22   (m)         1339.3    (f) RESET       3  
 LG0062
 LG0062.Superseded values are not recommended for survey control.
 LG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0062.See file dsdata.txt to determine how the superseded data were derived.
 LG0062
 LG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL297215(NAD 83)
 LG0062_MARKER: DB = BENCH MARK DISK
 LG0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0062_STAMPING: C 364 RESET 1964
 LG0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0062+STABILITY: SURFACE MOTION
 LG0062
 LG0062  HISTORY     - Date     Condition        Report By
 LG0062  HISTORY     - 1964     MONUMENTED       CGS
 LG0062
 LG0062                          STATION DESCRIPTION
 LG0062
 LG0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LG0062'8 MI E FROM EAGLE.
 LG0062'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT EAGLE,
 LG0062'THENCE 7.85 MILES EAST ALONG U.S. HIGHWAY 34, ABOUT 100 YARDS
 LG0062'NORTHWEST OF A CROSSROADS, 59 FEET NORTH OF THE CENTERLINE OF
 LG0062'U.S. HIGHWAY 34, 49 FEET EAST OF HIGHWAY SURVEY STATION 419+00,
 LG0062'4 FEET WEST OF A TELEPHONE POLE, 2 FEET EAST OF A STEEL WITNESS
 LG0062'POST, AND 1 FOOT SOUTH OF A FENCE.  THE POST PROJECTS 6 INCHES
 LG0062'AND THE DISK IS STAMPED C 364 RESET 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0012 ***********************************************************************
 NN0012  DESIGNATION -  C 37
 NN0012  PID         -  NN0012
 NN0012  STATE/COUNTY-  NE/BOYD
 NN0012  USGS QUAD   -  LYNCH (1950)
 NN0012
 NN0012                         *CURRENT SURVEY CONTROL
 NN0012  ___________________________________________________________________
 NN0012* NAD 83(1986)-  42 49 41.     (N)    098 23 06.     (W)     SCALED    
 NN0012* NAVD 88     -       414.067  (meters)    1358.48   (feet)  ADJUSTED  
 NN0012  ___________________________________________________________________
 NN0012  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 NN0012  DYNAMIC HT  -         413.925 (meters)    1358.02  (feet)  COMP
 NN0012  MODELED GRAV-     980,265.7   (mgal)                       NAVD 88
 NN0012
 NN0012  VERT ORDER  -  SECOND    CLASS 0
 NN0012
 NN0012.The horizontal coordinates were scaled from a topographic map and have
 NN0012.an estimated accuracy of +/- 6 seconds.
 NN0012
 NN0012.The orthometric height was determined by differential leveling
 NN0012.and adjusted by the National Geodetic Survey in June 1991..
 NN0012
 NN0012.The geoid height was determined by GEOID03.
 NN0012
 NN0012.The dynamic height is computed by dividing the NAVD 88
 NN0012.geopotential number by the normal gravity value computed on the
 NN0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0012.degrees latitude (g = 980.6199 gals.).
 NN0012
 NN0012.The modeled gravity was interpolated from observed gravity values.
 NN0012
 NN0012;                    North         East    Units  Estimated Accuracy
 NN0012;SPC NE       -   333,750.      632,040.      MT  (+/- 180 meters Scaled)
 NN0012
 NN0012                          SUPERSEDED SURVEY CONTROL
 NN0012
 NN0012  NGVD 29 (??/??/92)  413.789  (m)         1357.57   (f) ADJ UNCH    2 0
 NN0012
 NN0012.Superseded values are not recommended for survey control.
 NN0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0012.See file dsdata.txt to determine how the superseded data were derived.
 NN0012
 NN0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN502419(NAD 83)
 NN0012_MARKER: DB = BENCH MARK DISK
 NN0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0012_STAMPING: C-37 1934
 NN0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0012+STABILITY: SURFACE MOTION
 NN0012
 NN0012  HISTORY     - Date     Condition        Report By
 NN0012  HISTORY     - 1934     MONUMENTED       CGS
 NN0012  HISTORY     - 1949     GOOD             NGS
 NN0012
 NN0012                          STATION DESCRIPTION
 NN0012
 NN0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0012'2.8 MI W FROM MONOWI.
 NN0012'LOCATED 2.8 MILES WEST OF STATION AT MONOWI, 4.3 MILES EAST OF
 NN0012'STATION AT LYNCH, ABOUT 97 YARDS NORTHWEST OF CONCRETE CULVERT
 NN0012'ON HWY. NO. 12, ACROSS TRACK FROM M.P. 84, 42.5 FEET NORTH OF
 NN0012'NORTH RAIL, 5.3 FEET SOUTH OF FENCE.  STANDARD TABLET SET IN
 NN0012'TOP OF CONCRETE POST 5 INCHES HIGH.
 NN0012
 NN0012                          STATION RECOVERY (1949)
 NN0012
 NN0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NN0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1298 ***********************************************************************
 NM1298  DESIGNATION -  C 38
 NM1298  PID         -  NM1298
 NM1298  STATE/COUNTY-  NE/KNOX
 NM1298  USGS QUAD   -  CREIGHTON (1974)
 NM1298
 NM1298                         *CURRENT SURVEY CONTROL
 NM1298  ___________________________________________________________________
 NM1298* NAD 83(1986)-  42 27 05.     (N)    097 53 18.     (W)     SCALED    
 NM1298* NAVD 88     -       490.587  (meters)    1609.53   (feet)  ADJUSTED  
 NM1298  ___________________________________________________________________
 NM1298  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 NM1298  DYNAMIC HT  -         490.408 (meters)    1608.95  (feet)  COMP
 NM1298  MODELED GRAV-     980,240.3   (mgal)                       NAVD 88
 NM1298
 NM1298  VERT ORDER  -  SECOND    CLASS 0
 NM1298
 NM1298.The horizontal coordinates were scaled from a topographic map and have
 NM1298.an estimated accuracy of +/- 6 seconds.
 NM1298
 NM1298.The orthometric height was determined by differential leveling
 NM1298.and adjusted by the National Geodetic Survey in June 1991..
 NM1298
 NM1298.The geoid height was determined by GEOID03.
 NM1298
 NM1298.The dynamic height is computed by dividing the NAVD 88
 NM1298.geopotential number by the normal gravity value computed on the
 NM1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1298.degrees latitude (g = 980.6199 gals.).
 NM1298
 NM1298.The modeled gravity was interpolated from observed gravity values.
 NM1298
 NM1298;                    North         East    Units  Estimated Accuracy
 NM1298;SPC NE       -   292,810.      673,660.      MT  (+/- 180 meters Scaled)
 NM1298
 NM1298                          SUPERSEDED SURVEY CONTROL
 NM1298
 NM1298  NGVD 29 (??/??/92)  490.391  (m)         1608.89   (f) ADJ UNCH    2 0
 NM1298
 NM1298.Superseded values are not recommended for survey control.
 NM1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1298.See file dsdata.txt to determine how the superseded data were derived.
 NM1298
 NM1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN914004(NAD 83)
 NM1298_MARKER: DB = BENCH MARK DISK
 NM1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1298_STAMPING: C-38--1934
 NM1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1298+STABILITY: SURFACE MOTION
 NM1298
 NM1298  HISTORY     - Date     Condition        Report By
 NM1298  HISTORY     - 1934     MONUMENTED       CGS
 NM1298
 NM1298                          STATION DESCRIPTION
 NM1298
 NM1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1298'1.2 MI SE FROM CREIGHTON.
 NM1298'LOCATED 1.2 MILES SOUTHEAST OF STATION AT CREIGHTON, ALONG
 NM1298'CHICAGO AND NORTH WESTERN RWY 83 YARDS SOUTHEAST OF ROAD CROSSING,
 NM1298'44.4 FEET NORTH OF NORTHEAST RAIL, 3 FEET SOUTHWEST OF FENCE.
 NM1298'STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1434 ***********************************************************************
 NM1434  DESIGNATION -  C 39 RESET
 NM1434  PID         -  NM1434
 NM1434  STATE/COUNTY-  NE/KNOX
 NM1434  USGS QUAD   -  BLOOMFIELD SE (1968)
 NM1434
 NM1434                         *CURRENT SURVEY CONTROL
 NM1434  ___________________________________________________________________
 NM1434* NAD 83(1986)-  42 35 53.     (N)    097 31 30.     (W)     SCALED    
 NM1434* NAVD 88     -       545.79   (meters)    1790.6    (feet)  RESET     
 NM1434  ___________________________________________________________________
 NM1434  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NM1434
 NM1434  VERT ORDER  -  THIRD
 NM1434
 NM1434.The horizontal coordinates were scaled from a topographic map and have
 NM1434.an estimated accuracy of +/- 6 seconds.
 NM1434
 NM1434.The orthometric height was computed from unverified reset data.
 NM1434
 NM1434.The geoid height was determined by GEOID03.
 NM1434
 NM1434;                    North         East    Units  Estimated Accuracy
 NM1434;SPC NE       -   309,880.      703,060.      MT  (+/- 180 meters Scaled)
 NM1434
 NM1434                          SUPERSEDED SURVEY CONTROL
 NM1434
 NM1434.No superseded survey control is available for this station.
 NM1434
 NM1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN210172(NAD 83)
 NM1434_MARKER: DB = BENCH MARK DISK
 NM1434_SETTING: 0 = UNSPECIFIED SETTING
 NM1434_STAMPING: C 39 1934 RESET 1966
 NM1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1434
 NM1434  HISTORY     - Date     Condition        Report By
 NM1434  HISTORY     - 1966     MONUMENTED       USGS
 NM1434  HISTORY     - 1977     GOOD             LOCSUR
 NM1434
 NM1434                          STATION DESCRIPTION
 NM1434
 NM1434'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM1434'7.7 MI N FROM WAUSA.
 NM1434'7 MILES NORTH THENCE 0.7 MILE EAST OF THE JUNCTION OF STATE
 NM1434'HIGHWAY 84 AND STATE HIGHWAY 98 AT WAUSA, 6.1 MILES EAST ALONG
 NM1434'STATE HIGHWAY 84 FROM BLOOMFIELD, NEAR CORNER SECTIONS 2, 3, 10
 NM1434'AND 11, T 30 N, R 2 W, 32 FEET SOUTH THENCE 143 FEET WEST OF THE
 NM1434'CROSS ROADS, SET IN THE TOP AND NEAR THE CENTER OF A CONCRETE
 NM1434'HEADWALL.
 NM1434
 NM1434                          STATION RECOVERY (1977)
 NM1434
 NM1434'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NM1434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1124 ***********************************************************************
 NM1124  DESIGNATION -  C 40
 NM1124  PID         -  NM1124
 NM1124  STATE/COUNTY-  NE/CEDAR
 NM1124  USGS QUAD   -  HARTINGTON (1968)
 NM1124
 NM1124                         *CURRENT SURVEY CONTROL
 NM1124  ___________________________________________________________________
 NM1124* NAD 83(1986)-  42 37 28.     (N)    097 15 50.     (W)     SCALED    
 NM1124* NAVD 88     -       420.810  (meters)    1380.61   (feet)  ADJUSTED  
 NM1124  ___________________________________________________________________
 NM1124  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NM1124  DYNAMIC HT  -         420.667 (meters)    1380.14  (feet)  COMP
 NM1124  MODELED GRAV-     980,268.9   (mgal)                       NAVD 88
 NM1124
 NM1124  VERT ORDER  -  SECOND    CLASS 0
 NM1124
 NM1124.The horizontal coordinates were scaled from a topographic map and have
 NM1124.an estimated accuracy of +/- 6 seconds.
 NM1124
 NM1124.The orthometric height was determined by differential leveling
 NM1124.and adjusted by the National Geodetic Survey in June 1991..
 NM1124
 NM1124.The geoid height was determined by GEOID03.
 NM1124
 NM1124.The dynamic height is computed by dividing the NAVD 88
 NM1124.geopotential number by the normal gravity value computed on the
 NM1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1124.degrees latitude (g = 980.6199 gals.).
 NM1124
 NM1124.The modeled gravity was interpolated from observed gravity values.
 NM1124
 NM1124;                    North         East    Units  Estimated Accuracy
 NM1124;SPC NE       -   313,460.      724,390.      MT  (+/- 180 meters Scaled)
 NM1124
 NM1124                          SUPERSEDED SURVEY CONTROL
 NM1124
 NM1124  NGVD 29 (??/??/92)  420.609  (m)         1379.95   (f) ADJ UNCH    2 0
 NM1124
 NM1124.Superseded values are not recommended for survey control.
 NM1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1124.See file dsdata.txt to determine how the superseded data were derived.
 NM1124
 NM1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN423205(NAD 83)
 NM1124_MARKER: DB = BENCH MARK DISK
 NM1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1124_STAMPING: C-40--1934
 NM1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1124+STABILITY: SURFACE MOTION
 NM1124
 NM1124  HISTORY     - Date     Condition        Report By
 NM1124  HISTORY     - 1934     MONUMENTED       CGS
 NM1124  HISTORY     - 1970     GOOD             NGS
 NM1124
 NM1124                          STATION DESCRIPTION
 NM1124
 NM1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1124'AT HARTINGTON.
 NM1124'IS LOCATED AT HARTINGTON, 63.6 FEET NORTH OF NORTH CORNER OF
 NM1124'C.ST.P.M. AND O. RWY. STATION, 61.5 FEET EAST OF SWITCH ON
 NM1124'THE NORTHWEST END OF SIDETRACK, 31.3 FEET NORTHEAST OF NORTHEAST
 NM1124'RAIL OF TRACK, 16.5 FEET NORTHEAST OF NORTHEAST RAIL OF SIDE
 NM1124'TRACK, 6.5 FEET SOUTHWEST OF TELEPHONE POLE.  STANDARD TABLET
 NM1124'SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
 NM1124
 NM1124                          STATION RECOVERY (1970)
 NM1124
 NM1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0544 ***********************************************************************
 NP0544  DESIGNATION -  C 416
 NP0544  PID         -  NP0544
 NP0544  STATE/COUNTY-  NE/DAWES
 NP0544  USGS QUAD   -  CRAWFORD (1980)
 NP0544
 NP0544                         *CURRENT SURVEY CONTROL
 NP0544  ___________________________________________________________________
 NP0544* NAD 83(1986)-  42 40 54.     (N)    103 25 00.     (W)     SCALED    
 NP0544* NAVD 88     -      1124.480  (meters)    3689.23   (feet)  ADJUSTED  
 NP0544  ___________________________________________________________________
 NP0544  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 NP0544  DYNAMIC HT  -        1123.876 (meters)    3687.25  (feet)  COMP
 NP0544  MODELED GRAV-     980,045.2   (mgal)                       NAVD 88
 NP0544
 NP0544  VERT ORDER  -  FIRST     CLASS II
 NP0544
 NP0544.The horizontal coordinates were scaled from a topographic map and have
 NP0544.an estimated accuracy of +/- 6 seconds.
 NP0544
 NP0544.The orthometric height was determined by differential leveling
 NP0544.and adjusted by the National Geodetic Survey in June 1991..
 NP0544
 NP0544.The geoid height was determined by GEOID03.
 NP0544
 NP0544.The dynamic height is computed by dividing the NAVD 88
 NP0544.geopotential number by the normal gravity value computed on the
 NP0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0544.degrees latitude (g = 980.6199 gals.).
 NP0544
 NP0544.The modeled gravity was interpolated from observed gravity values.
 NP0544
 NP0544;                    North         East    Units  Estimated Accuracy
 NP0544;SPC NE       -   321,790.      220,080.      MT  (+/- 180 meters Scaled)
 NP0544
 NP0544                          SUPERSEDED SURVEY CONTROL
 NP0544
 NP0544.No superseded survey control is available for this station.
 NP0544
 NP0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH297266(NAD 83)
 NP0544_MARKER: F = FLANGE-ENCASED ROD
 NP0544_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0544_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NP0544_STAMPING: C 416 1985
 NP0544_MARK LOGO: NGS   
 NP0544_PROJECTION: FLUSH
 NP0544_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0544+STABILITY: POSITION/ELEVATION WELL
 NP0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0544+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NP0544_ROD/PIPE-DEPTH: 9.8  meters
 NP0544_SLEEVE-DEPTH  : 6.1 meters
 NP0544
 NP0544  HISTORY     - Date     Condition        Report By
 NP0544  HISTORY     - 1985     MONUMENTED       NGS
 NP0544  HISTORY     - 19991006 GOOD             NGS
 NP0544
 NP0544                          STATION DESCRIPTION
 NP0544
 NP0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0544'IN CRAWFORD.
 NP0544'IN CRAWFORD, AT THE PONDEROSA VILLA (SENIOR CITIZENS HOME), AT THE
 NP0544'WEST END OF PADDOCK STREET, IN THE MIDDLE OF A STRIP OF GRASSEY
 NP0544'MEDIUM, AT THE FLAG POLE, 11.3 METERS (37 FT) WEST OF THE CENTER OF
 NP0544'FIRST STREET, 1.4 METERS (4.5 FT) WEST OF THE FLAGPOLE, 0.9 METER (3
 NP0544'FT) EAST OF THE EAST CURB OF THE PARKING LOT, 2.1 METERS (7 FT) WEST
 NP0544'OF THE WEST FACE OF THE PONDEROSA VILLA SIGN, 12.5 METERS (41 FT)
 NP0544'NORTH OF THE SOUTH GRASSEY ISLAND CURB AND 12.2 METERS (40 FT) SOUTH
 NP0544'OF THE NORTH GRASSEY ISLAND CURB.
 NP0544'THE MARK IS 0.4 M ABOVE THE STREET.
 NP0544
 NP0544                          STATION RECOVERY (1999)
 NP0544
 NP0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0544'IN CRAWFORD, AT THE INTERSECTION OF FIRST AND PADDOCK STREETS, 11.5 M
 NP0544'(37.7 FT) WEST OF THE CENTER OF FIRST STREET, 2.3 M (7.5 FT) NORTHWEST
 NP0544'OF THE NORTHWEST LEG OF A SIGN (PONDEROSA VILLA), 1.3 M (4.3 FT) WEST
 NP0544'OF A FLAG POLE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREETS, AND ON
 NP0544'THE EXTENDED CENTER OF PADDOCK STREET.  NOTE--ACCESS TO THE DATUM
 NP0544'POINT IS THROUGH A 5-INCH LOGO CAP.  THE MONUMENT IS A BASIC NET A
 NP0544'JUNCTION MARK.  THE MONUMENT IS ON CITY STREET RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0570 ***********************************************************************
 NP0570  DESIGNATION -  C 417
 NP0570  PID         -  NP0570
 NP0570  STATE/COUNTY-  NE/BOX BUTTE
 NP0570  USGS QUAD   -  HEMINGFORD (1948)
 NP0570
 NP0570                         *CURRENT SURVEY CONTROL
 NP0570  ___________________________________________________________________
 NP0570* NAD 83(1986)-  42 15 59.     (N)    103 01 18.     (W)     SCALED    
 NP0570* NAVD 88     -      1264.928  (meters)    4150.02   (feet)  ADJUSTED  
 NP0570  ___________________________________________________________________
 NP0570  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 NP0570  DYNAMIC HT  -        1264.189 (meters)    4147.59  (feet)  COMP
 NP0570  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 NP0570
 NP0570  VERT ORDER  -  FIRST     CLASS II
 NP0570
 NP0570.The horizontal coordinates were scaled from a topographic map and have
 NP0570.an estimated accuracy of +/- 6 seconds.
 NP0570
 NP0570.The orthometric height was determined by differential leveling
 NP0570.and adjusted by the National Geodetic Survey in June 1991..
 NP0570
 NP0570.The geoid height was determined by GEOID03.
 NP0570
 NP0570.The dynamic height is computed by dividing the NAVD 88
 NP0570.geopotential number by the normal gravity value computed on the
 NP0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0570.degrees latitude (g = 980.6199 gals.).
 NP0570
 NP0570.The modeled gravity was interpolated from observed gravity values.
 NP0570
 NP0570;                    North         East    Units  Estimated Accuracy
 NP0570;SPC NE       -   274,490.      250,810.      MT  (+/- 180 meters Scaled)
 NP0570
 NP0570                          SUPERSEDED SURVEY CONTROL
 NP0570
 NP0570.No superseded survey control is available for this station.
 NP0570
 NP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG631812(NAD 83)
 NP0570_MARKER: I = METAL ROD
 NP0570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0570_SP_SET: STAINLESS STEEL ROD
 NP0570_STAMPING: C 417 1985
 NP0570_MARK LOGO: NGS   
 NP0570_PROJECTION: PROJECTING 2 CENTIMETERS
 NP0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0570_ROD/PIPE-DEPTH: 4.3  meters
 NP0570
 NP0570  HISTORY     - Date     Condition        Report By
 NP0570  HISTORY     - 1985     MONUMENTED       NGS
 NP0570
 NP0570                          STATION DESCRIPTION
 NP0570
 NP0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0570'7.4 KM (4.6 MI) SE FROM HEMINGFORD.
 NP0570'7.4 KM (4.6 MI) SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 NP0570'STATE HIGHWAY 87 AT HEMINGFORD, AT THE NORTHWEST END OF THE SOUTHWEST
 NP0570'GUARD RAIL FOR THE CULVERT 07163 OVER HEMINGFORD CREEK, 12.19 METERS
 NP0570'(40 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 38.87 METERS (124.2 FT)
 NP0570'NORTHWEST OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF THE
 NP0570'CULVERT, 0.97 METERS (3.2 FT) SOUTH OF THE NORTHWEST END OF THE GUARD
 NP0570'RAIL AND 0.97 METER (3.2 FT) SOUTHWEST OF THE GUARD RAIL.
 NP0570'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0570'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 NP0570'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0365 ***********************************************************************
 MN0365  DESIGNATION -  C 418
 MN0365  PID         -  MN0365
 MN0365  STATE/COUNTY-  NE/MORRILL
 MN0365  USGS QUAD   -  DALTON (1972)
 MN0365
 MN0365                         *CURRENT SURVEY CONTROL
 MN0365  ___________________________________________________________________
 MN0365* NAD 83(1986)-  41 28 43.     (N)    102 59 00.     (W)     SCALED    
 MN0365* NAVD 88     -      1236.269  (meters)    4055.99   (feet)  ADJUSTED  
 MN0365  ___________________________________________________________________
 MN0365  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 MN0365  DYNAMIC HT  -        1235.440 (meters)    4053.27  (feet)  COMP
 MN0365  MODELED GRAV-     979,910.2   (mgal)                       NAVD 88
 MN0365
 MN0365  VERT ORDER  -  FIRST     CLASS II
 MN0365
 MN0365.The horizontal coordinates were scaled from a topographic map and have
 MN0365.an estimated accuracy of +/- 6 seconds.
 MN0365
 MN0365.The orthometric height was determined by differential leveling
 MN0365.and adjusted by the National Geodetic Survey in June 1991..
 MN0365
 MN0365.The geoid height was determined by GEOID03.
 MN0365
 MN0365.The dynamic height is computed by dividing the NAVD 88
 MN0365.geopotential number by the normal gravity value computed on the
 MN0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0365.degrees latitude (g = 980.6199 gals.).
 MN0365
 MN0365.The modeled gravity was interpolated from observed gravity values.
 MN0365
 MN0365;                    North         East    Units  Estimated Accuracy
 MN0365;SPC NE       -   186,970.      250,960.      MT  (+/- 180 meters Scaled)
 MN0365
 MN0365                          SUPERSEDED SURVEY CONTROL
 MN0365
 MN0365.No superseded survey control is available for this station.
 MN0365
 MN0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF683938(NAD 83)
 MN0365_MARKER: DB = BENCH MARK DISK
 MN0365_SETTING: 66 = SET IN ROCK OUTCROP
 MN0365_SP_SET: ROCK OUTCROP
 MN0365_STAMPING: C 418 1985
 MN0365_MARK LOGO: NGS   
 MN0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MN0365+STABILITY: POSITION/ELEVATION WELL
 MN0365
 MN0365  HISTORY     - Date     Condition        Report By
 MN0365  HISTORY     - 1985     MONUMENTED       NGS
 MN0365
 MN0365                          STATION DESCRIPTION
 MN0365
 MN0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0365'8.5 KM (5.3 MI) NORTH FROM DALTON.
 MN0365'8.5 KM (5.3 MI) NORTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0365'DALTON, AT A LONE PORTION OF OUTCROP ALONG THE RIGHT OF WAY FENCE AND
 MN0365'AT THE SOUTH END OF A CUT BANK, IN THE TOP CENTER OF A 3 BY 5 FOOT
 MN0365'PORTION OF THE OUTCROP FLUSH WITH THE SURFACE OF THE GROUND,
 MN0365'36.6 METERS (120 FT) EAST OF THE HIGHWAY CENTERLINE, 7.9 METERS (26
 MN0365'FT) WEST OF A FENCE AND 7.6 METERS (25 FT) WEST OF A CONCRETE RIGHT OF
 MN0365'WAY MARKER.
 MN0365'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MN0365'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0387 ***********************************************************************
 MN0387  DESIGNATION -  C 419
 MN0387  PID         -  MN0387
 MN0387  STATE/COUNTY-  NE/CHEYENNE
 MN0387  USGS QUAD   -  LORENZO (1972)
 MN0387
 MN0387                         *CURRENT SURVEY CONTROL
 MN0387  ___________________________________________________________________
 MN0387* NAD 83(1986)-  41 04 12.     (N)    103 03 26.     (W)     SCALED    
 MN0387* NAVD 88     -      1328.155  (meters)    4357.46   (feet)  ADJUSTED  
 MN0387  ___________________________________________________________________
 MN0387  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 MN0387  DYNAMIC HT  -        1327.204 (meters)    4354.34  (feet)  COMP
 MN0387  MODELED GRAV-     979,861.8   (mgal)                       NAVD 88
 MN0387
 MN0387  VERT ORDER  -  FIRST     CLASS II
 MN0387
 MN0387.The horizontal coordinates were scaled from a topographic map and have
 MN0387.an estimated accuracy of +/- 6 seconds.
 MN0387
 MN0387.The orthometric height was determined by differential leveling
 MN0387.and adjusted by the National Geodetic Survey in June 1991..
 MN0387
 MN0387.The geoid height was determined by GEOID03.
 MN0387
 MN0387.The dynamic height is computed by dividing the NAVD 88
 MN0387.geopotential number by the normal gravity value computed on the
 MN0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0387.degrees latitude (g = 980.6199 gals.).
 MN0387
 MN0387.The modeled gravity was interpolated from observed gravity values.
 MN0387
 MN0387;                    North         East    Units  Estimated Accuracy
 MN0387;SPC NE       -   141,840.      243,190.      MT  (+/- 180 meters Scaled)
 MN0387
 MN0387                          SUPERSEDED SURVEY CONTROL
 MN0387
 MN0387.No superseded survey control is available for this station.
 MN0387
 MN0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF632483(NAD 83)
 MN0387_MARKER: I = METAL ROD
 MN0387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0387_SP_SET: STAINLESS STEEL ROD
 MN0387_STAMPING: C 419 1985
 MN0387_MARK LOGO: NGS   
 MN0387_PROJECTION: FLUSH
 MN0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0387_ROD/PIPE-DEPTH: 13.1 meters
 MN0387
 MN0387  HISTORY     - Date     Condition        Report By
 MN0387  HISTORY     - 1985     MONUMENTED       NGS
 MN0387
 MN0387                          STATION DESCRIPTION
 MN0387
 MN0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0387'13.2 KM (8.2 MI) SW FROM SIDNEY.
 MN0387'0.08 KM (0.05 MI) WEST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0387'SIDNEY, THENCE 3.7 KM (2.3 MI) SOUTH ALONG 10TH AVENUE, THENCE 9.4 KM
 MN0387'(5.83 MI) SOUTHWEST ALONG STATE ROUTE 19, AT THE SOUTH-SOUTHWEST END
 MN0387'OF A LONG LOW RAILROAD CUT, AT THE NORTH-NORTHEAST END OF THE LORENZO
 MN0387'SIDING, 2.66 KM (1.65 MI) NORTH-NORTHEAST OF THE CENTER OF THE
 MN0387'INTERSECTION OF A GRAVEL ROAD AT LORENZO, 53.0 METERS (174 FT)
 MN0387'WEST-NORTHWEST OF THE HIGHWAY CENTERLINE, 121.9 METERS (400 FT)
 MN0387'WEST-SOUTHWEST OF MILEPOST 5, 23.3 METERS (76.5 FT) NORTHWEST OF THE
 MN0387'NORTH CORNER OF A SWITCHMANS BOOTH FOR EAST LORENZO, 22.9 METERS (75
 MN0387'FT) WEST-SOUTHWEST OF A RAILROAD SEMIPHORE AND 17.1 METERS (56 FT)
 MN0387'WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL.  NOTE--ACCESS TO DATUM
 MN0387'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0387'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST
 MN0387'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0398 ***********************************************************************
 MN0398  DESIGNATION -  C 422
 MN0398  PID         -  MN0398
 MN0398  STATE/COUNTY-  NE/DEUEL
 MN0398  USGS QUAD   -  BARTON (1961)
 MN0398
 MN0398                         *CURRENT SURVEY CONTROL
 MN0398  ___________________________________________________________________
 MN0398* NAD 83(1986)-  41 01 41.     (N)    102 11 12.     (W)     SCALED    
 MN0398* NAVD 88     -      1043.017  (meters)    3421.96   (feet)  ADJUSTED  
 MN0398  ___________________________________________________________________
 MN0398  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 MN0398  DYNAMIC HT  -        1042.338 (meters)    3419.74  (feet)  COMP
 MN0398  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 MN0398
 MN0398  VERT ORDER  -  FIRST     CLASS II
 MN0398
 MN0398.The horizontal coordinates were scaled from a topographic map and have
 MN0398.an estimated accuracy of +/- 6 seconds.
 MN0398
 MN0398.The orthometric height was determined by differential leveling
 MN0398.and adjusted by the National Geodetic Survey in June 1991..
 MN0398
 MN0398.The geoid height was determined by GEOID03.
 MN0398
 MN0398.The dynamic height is computed by dividing the NAVD 88
 MN0398.geopotential number by the normal gravity value computed on the
 MN0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0398.degrees latitude (g = 980.6199 gals.).
 MN0398
 MN0398.The modeled gravity was interpolated from observed gravity values.
 MN0398
 MN0398;                    North         East    Units  Estimated Accuracy
 MN0398;SPC NE       -   134,970.      316,180.      MT  (+/- 180 meters Scaled)
 MN0398
 MN0398                          SUPERSEDED SURVEY CONTROL
 MN0398
 MN0398  NGVD 29 (02/14/92) 1042.553  (m)         3420.44   (f) ADJUSTED    1 2
 MN0398
 MN0398.Superseded values are not recommended for survey control.
 MN0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0398.See file dsdata.txt to determine how the superseded data were derived.
 MN0398
 MN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF365456(NAD 83)
 MN0398_MARKER: I = METAL ROD
 MN0398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0398_SP_SET: STAINLESS STEEL ROD
 MN0398_STAMPING: C 422 1986
 MN0398_MARK LOGO: NGS   
 MN0398_PROJECTION: FLUSH
 MN0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0398_ROD/PIPE-DEPTH: 8.5  meters
 MN0398
 MN0398  HISTORY     - Date     Condition        Report By
 MN0398  HISTORY     - 1986     MONUMENTED       NGS
 MN0398
 MN0398                          STATION DESCRIPTION
 MN0398
 MN0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0398'8.1 KM (5.05 MI) NE FROM JULESBURG CO.
 MN0398'8.1 KM (5.0 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE JUNCTION OF US
 MN0398'HIGHWAY 385 SOUTH IN JULESBURG COLORADO, AT THE SOUTHWEST END OF A
 MN0398'4-CHANNEL BOX CULVERT UNDER I-80 EAST BOUND, 0.48 KM (0.3 MI)
 MN0398'SOUTHWEST OF THE I-80 OVERPASS BRIDGE OVER US HIGHWAY 138, 17.0 METERS
 MN0398'(55.7 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.3 METER (1 FT)
 MN0398'SOUTHWEST OF A CORNER FENCE POST, 0.04 METER (0.15 FT) SOUTHEAST OF
 MN0398'THE RIGHT OF WAY FENCE AND 25.6 METERS (84 FT) SOUTHWEST OF THE
 MN0398'SOUTHWEST CORNER OF A 4-CHANNEL BOX CULVERT HEADWALL.  NOTE--ACCESS TO
 MN0398'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0398'THE MARK IS 0.15 METERS  NE FROM  A WITNESS POST
 MN0398'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0952 ***********************************************************************
 LH0952  DESIGNATION -  C 423
 LH0952  PID         -  LH0952
 LH0952  STATE/COUNTY-  NE/FURNAS
 LH0952  USGS QUAD   -  BEAVER CITY SW (1957)
 LH0952
 LH0952                         *CURRENT SURVEY CONTROL
 LH0952  ___________________________________________________________________
 LH0952* NAD 83(1986)-  40 02 52.     (N)    099 53 30.     (W)     SCALED    
 LH0952* NAVD 88     -       670.246  (meters)    2198.97   (feet)  ADJUSTED  
 LH0952  ___________________________________________________________________
 LH0952  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 LH0952  DYNAMIC HT  -         669.815 (meters)    2197.55  (feet)  COMP
 LH0952  MODELED GRAV-     979,961.5   (mgal)                       NAVD 88
 LH0952
 LH0952  VERT ORDER  -  FIRST     CLASS II
 LH0952
 LH0952.The horizontal coordinates were scaled from a topographic map and have
 LH0952.an estimated accuracy of +/- 6 seconds.
 LH0952
 LH0952.The orthometric height was determined by differential leveling
 LH0952.and adjusted by the National Geodetic Survey in June 1991..
 LH0952
 LH0952.The geoid height was determined by GEOID03.
 LH0952
 LH0952.The dynamic height is computed by dividing the NAVD 88
 LH0952.geopotential number by the normal gravity value computed on the
 LH0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0952.degrees latitude (g = 980.6199 gals.).
 LH0952
 LH0952.The modeled gravity was interpolated from observed gravity values.
 LH0952
 LH0952;                    North         East    Units  Estimated Accuracy
 LH0952;SPC NE       -    23,820.      509,240.      MT  (+/- 180 meters Scaled)
 LH0952
 LH0952                          SUPERSEDED SURVEY CONTROL
 LH0952
 LH0952  NGVD 29 (02/14/92)  669.971  (m)         2198.06   (f) ADJUSTED    1 2
 LH0952
 LH0952.Superseded values are not recommended for survey control.
 LH0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0952.See file dsdata.txt to determine how the superseded data were derived.
 LH0952
 LH0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK239334(NAD 83)
 LH0952_MARKER: I = METAL ROD
 LH0952_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0952_SP_SET: STAINLESS STEEL ROD
 LH0952_STAMPING: C 423 1986
 LH0952_MARK LOGO: NGS   
 LH0952_PROJECTION: FLUSH
 LH0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0952_ROD/PIPE-DEPTH: 15.8 meters
 LH0952
 LH0952  HISTORY     - Date     Condition        Report By
 LH0952  HISTORY     - 1986     MONUMENTED       NGS
 LH0952
 LH0952                          STATION DESCRIPTION
 LH0952
 LH0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0952'29.0 KM (18.0 MI) SOUTH FROM ARAPAHOE.
 LH0952'29.05 KM (18.15 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0952'HIGHWAYS 6 AND 34 AT ARAPAHOE, AT THE SOUTH END OF A LONG LOW CUT,
 LH0952'0.34 KM (0.2 MI) NORTH OF MILEPOST 3, 0.2 KM (0.15 MI) NORTH OF THE
 LH0952'CROSSING OF SAPPA CREEK, 33.7 METERS (110.5 FT) WEST OF THE HIGHWAY
 LH0952'CENTERLINE, 24.7 METERS (81 FT) NORTHWEST OF THE CENTER OF A PRIVATE
 LH0952'DRIVEWAY LEADING SOUTHWEST TO A FARM HOUSE, 2.0 METERS (6.5 FT) NORTH
 LH0952'OF THE NORTH END OF A WIRE GATE AND 0.5 METER (1.5 FT) EAST OF THE
 LH0952'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0952'5-INCH LOGO CAP.
 LH0952'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0952'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0321 ***********************************************************************
 MM0321  DESIGNATION -  C 424
 MM0321  PID         -  MM0321
 MM0321  STATE/COUNTY-  NE/KEITH
 MM0321  USGS QUAD   -  PAXTON SOUTH (1971)
 MM0321
 MM0321                         *CURRENT SURVEY CONTROL
 MM0321  ___________________________________________________________________
 MM0321* NAD 83(1986)-  41 07 24.     (N)    101 19 30.     (W)     SCALED    
 MM0321* NAVD 88     -       928.521  (meters)    3046.32   (feet)  ADJUSTED  
 MM0321  ___________________________________________________________________
 MM0321  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 MM0321  DYNAMIC HT  -         927.946 (meters)    3044.44  (feet)  COMP
 MM0321  MODELED GRAV-     979,973.3   (mgal)                       NAVD 88
 MM0321
 MM0321  VERT ORDER  -  FIRST     CLASS II
 MM0321
 MM0321.The horizontal coordinates were scaled from a topographic map and have
 MM0321.an estimated accuracy of +/- 6 seconds.
 MM0321
 MM0321.The orthometric height was determined by differential leveling
 MM0321.and adjusted by the National Geodetic Survey in June 1991..
 MM0321
 MM0321.The geoid height was determined by GEOID03.
 MM0321
 MM0321.The dynamic height is computed by dividing the NAVD 88
 MM0321.geopotential number by the normal gravity value computed on the
 MM0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0321.degrees latitude (g = 980.6199 gals.).
 MM0321
 MM0321.The modeled gravity was interpolated from observed gravity values.
 MM0321
 MM0321;                    North         East    Units  Estimated Accuracy
 MM0321;SPC NE       -   144,080.      388,770.      MT  (+/- 180 meters Scaled)
 MM0321
 MM0321                          SUPERSEDED SURVEY CONTROL
 MM0321
 MM0321  NGVD 29 (02/14/92)  928.107  (m)         3044.96   (f) ADJUSTED    1 2
 MM0321
 MM0321.Superseded values are not recommended for survey control.
 MM0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0321.See file dsdata.txt to determine how the superseded data were derived.
 MM0321
 MM0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL048550(NAD 83)
 MM0321_MARKER: I = METAL ROD
 MM0321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0321_SP_SET: STAINLESS STEEL ROD
 MM0321_STAMPING: C 424 1986
 MM0321_MARK LOGO: NGS   
 MM0321_PROJECTION: FLUSH
 MM0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0321_ROD/PIPE-DEPTH: 17.0 meters
 MM0321
 MM0321  HISTORY     - Date     Condition        Report By
 MM0321  HISTORY     - 1986     MONUMENTED       NGS
 MM0321
 MM0321                          STATION DESCRIPTION
 MM0321
 MM0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0321'2.6 KM (1.6 MI) EAST FROM PAXTON.
 MM0321'2.60 KM (1.63 MI) EAST ALONG US HIGHWAY 30 FROM THE T JUNCTION OF
 MM0321'STATE ROUTE 51 C AT PAXTON, 0.4 METER (1.5 FT) EAST OF THE UNION
 MM0321'PACIFIC RAILROAD MILEPOLE 314, 30.3 METERS (99.5 FT) SOUTH OF THE
 MM0321'HIGHWAY CENTERLINE, 45.8 METERS (150.5 FT) EAST OF THE NORTH END OF A
 MM0321'CULVERT PIPE 31404 UNDER THE RAILROAD, 35.3 METERS (116 FT) SOUTHEAST
 MM0321'OF MILEPOST 147 AND 11.4 METERS (37.5 FT) NORTH OF THE NORTH RAIL.
 MM0321'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0321'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MM0321'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0978 ***********************************************************************
 LH0978  DESIGNATION -  C 425
 LH0978  PID         -  LH0978
 LH0978  STATE/COUNTY-  NE/GOSPER
 LH0978  USGS QUAD   -  ELWOOD (1983)
 LH0978
 LH0978                         *CURRENT SURVEY CONTROL
 LH0978  ___________________________________________________________________
 LH0978* NAD 83(1986)-  40 34 09.     (N)    099 52 17.     (W)     SCALED    
 LH0978* NAVD 88     -       780.854  (meters)    2561.85   (feet)  ADJUSTED  
 LH0978  ___________________________________________________________________
 LH0978  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 LH0978  DYNAMIC HT  -         780.353 (meters)    2560.21  (feet)  COMP
 LH0978  MODELED GRAV-     979,956.9   (mgal)                       NAVD 88
 LH0978
 LH0978  VERT ORDER  -  FIRST     CLASS II
 LH0978
 LH0978.The horizontal coordinates were scaled from a topographic map and have
 LH0978.an estimated accuracy of +/- 6 seconds.
 LH0978
 LH0978.The orthometric height was determined by differential leveling
 LH0978.and adjusted by the National Geodetic Survey in June 1991..
 LH0978
 LH0978.The geoid height was determined by GEOID03.
 LH0978
 LH0978.The dynamic height is computed by dividing the NAVD 88
 LH0978.geopotential number by the normal gravity value computed on the
 LH0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0978.degrees latitude (g = 980.6199 gals.).
 LH0978
 LH0978.The modeled gravity was interpolated from observed gravity values.
 LH0978
 LH0978;                    North         East    Units  Estimated Accuracy
 LH0978;SPC NE       -    81,710.      510,890.      MT  (+/- 180 meters Scaled)
 LH0978
 LH0978                          SUPERSEDED SURVEY CONTROL
 LH0978
 LH0978  NGVD 29 (02/14/92)  780.546  (m)         2560.84   (f) ADJUSTED    1 2
 LH0978
 LH0978.Superseded values are not recommended for survey control.
 LH0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0978.See file dsdata.txt to determine how the superseded data were derived.
 LH0978
 LH0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK262912(NAD 83)
 LH0978_MARKER: I = METAL ROD
 LH0978_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0978_SP_SET: STAINLESS STEEL ROD
 LH0978_STAMPING: C 425 1986
 LH0978_MARK LOGO: NGS   
 LH0978_PROJECTION: FLUSH
 LH0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0978_ROD/PIPE-DEPTH: 6.1  meters
 LH0978
 LH0978  HISTORY     - Date     Condition        Report By
 LH0978  HISTORY     - 1986     MONUMENTED       NGS
 LH0978  HISTORY     - 20060513 GOOD             GEOCAC
 LH0978
 LH0978                          STATION DESCRIPTION
 LH0978
 LH0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0978'2.3 KM (1.4 MI) SOUTH FROM ELWOOD.
 LH0978'2.28 KM (1.42 MI) SOUTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0978'COURTHOUSE AT ELWOOD, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A
 LH0978'DIRT ROAD LEADING SOUTHEAST, 0.6 KM (0.4 MI) SOUTH OF MILEPOST 40,
 LH0978'36.6 METERS (120 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 20.5 METERS
 LH0978'(67.5 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 1.0 METERS (3.5 FT)
 LH0978'SOUTHWEST OF A FENCE CORNER AND 0.3 METER (1 FT) NORTHWEST OF THE
 LH0978'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0978'5-INCH LOGO CAP.
 LH0978'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0978'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 LH0978
 LH0978                          STATION RECOVERY (2006)
 LH0978
 LH0978'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0978'FOUND 67.5 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 426.
 LH0978'HANDHELD COORDINATES ARE N40-34-09.18 W099-52-16.56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0999 ***********************************************************************
 LH0999  DESIGNATION -  C 426
 LH0999  PID         -  LH0999
 LH0999  STATE/COUNTY-  NE/DAWSON
 LH0999  USGS QUAD   -  LEXINGTON WEST (1983)
 LH0999
 LH0999                         *CURRENT SURVEY CONTROL
 LH0999  ___________________________________________________________________
 LH0999* NAD 83(1986)-  40 48 52.     (N)    099 52 22.     (W)     SCALED    
 LH0999* NAVD 88     -       745.817  (meters)    2446.90   (feet)  ADJUSTED  
 LH0999  ___________________________________________________________________
 LH0999  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 LH0999  DYNAMIC HT  -         745.378 (meters)    2445.46  (feet)  COMP
 LH0999  MODELED GRAV-     980,009.9   (mgal)                       NAVD 88
 LH0999
 LH0999  VERT ORDER  -  FIRST     CLASS II
 LH0999
 LH0999.The horizontal coordinates were scaled from a topographic map and have
 LH0999.an estimated accuracy of +/- 6 seconds.
 LH0999
 LH0999.The orthometric height was determined by differential leveling
 LH0999.and adjusted by the National Geodetic Survey in June 1991..
 LH0999
 LH0999.The geoid height was determined by GEOID03.
 LH0999
 LH0999.The dynamic height is computed by dividing the NAVD 88
 LH0999.geopotential number by the normal gravity value computed on the
 LH0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0999.degrees latitude (g = 980.6199 gals.).
 LH0999
 LH0999.The modeled gravity was interpolated from observed gravity values.
 LH0999
 LH0999;                    North         East    Units  Estimated Accuracy
 LH0999;SPC NE       -   108,940.      510,730.      MT  (+/- 180 meters Scaled)
 LH0999
 LH0999                          SUPERSEDED SURVEY CONTROL
 LH0999
 LH0999  NGVD 29 (02/14/92)  745.527  (m)         2445.95   (f) ADJUSTED    1 2
 LH0999
 LH0999.Superseded values are not recommended for survey control.
 LH0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0999.See file dsdata.txt to determine how the superseded data were derived.
 LH0999
 LH0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML263185(NAD 83)
 LH0999_MARKER: I = METAL ROD
 LH0999_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0999_SP_SET: STAINLESS STEEL ROD
 LH0999_STAMPING: C 426 1986
 LH0999_MARK LOGO: NGS   
 LH0999_PROJECTION: FLUSH
 LH0999_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0999_ROD/PIPE-DEPTH: 15.8 meters
 LH0999
 LH0999  HISTORY     - Date     Condition        Report By
 LH0999  HISTORY     - 1986     MONUMENTED       NGS
 LH0999  HISTORY     - 19981028 GOOD             LOCENG
 LH0999
 LH0999                          STATION DESCRIPTION
 LH0999
 LH0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0999'12.1 KM (7.5 MI) NW FROM LEXINGTON.
 LH0999'12.15 KM (7.5 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE US HIGHWAY
 LH0999'283 OVERPASS BRIDGE AT LEXINGTON, 0.70 KM (0.43 MI) SOUTHEAST OF
 LH0999'MILEPOST 230, 27.7 METERS (90.8 FT) SOUTHWEST OF THE HIGHWAY
 LH0999'CENTERLINE, 12.7 METERS (41.7 FT) NORTHEAST OF THE NORTHEAST RAIL OF
 LH0999'THE NORTHEAST SET OF TRACKS OF THE UNION PACIFIC RAILROAD, 1.8 METERS
 LH0999'(6 FT) SOUTHEAST OF A GUYED TELEPHONE POLE AND 56.4 METERS (185 FT)
 LH0999'EAST-SOUTHEAST OF RAILROAD CULVERT 231.73.  NOTE--ACCESS TO DATUM
 LH0999'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0999'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LH0999'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LH0999
 LH0999                          STATION RECOVERY (1998)
 LH0999
 LH0999'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998
 LH0999'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LH0999'TRACK CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1134 ***********************************************************************
 AI1134  DESIGNATION -  C 426 RESET
 AI1134  PID         -  AI1134
 AI1134  STATE/COUNTY-  NE/DAWSON
 AI1134  USGS QUAD   -  LEXINGTON WEST (1983)
 AI1134
 AI1134                         *CURRENT SURVEY CONTROL
 AI1134  ___________________________________________________________________
 AI1134* NAD 83(1986)-  40 48 52.     (N)    099 52 22.     (W)     SCALED    
 AI1134* NAVD 88     -       745.90   (meters)    2447.2    (feet)  RESET     
 AI1134  ___________________________________________________________________
 AI1134  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AI1134
 AI1134  VERT ORDER  -  THIRD
 AI1134
 AI1134.The horizontal coordinates were scaled from a topographic map and have
 AI1134.an estimated accuracy of +/- 6 seconds.
 AI1134
 AI1134.The orthometric height was computed from unverified reset data.
 AI1134.No vertical observational check was made to the station.
 AI1134
 AI1134.The geoid height was determined by GEOID03.
 AI1134
 AI1134;                    North         East    Units  Estimated Accuracy
 AI1134;SPC NE       -   108,940.      510,730.      MT  (+/- 180 meters Scaled)
 AI1134
 AI1134                          SUPERSEDED SURVEY CONTROL
 AI1134
 AI1134.No superseded survey control is available for this station.
 AI1134
 AI1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML263185(NAD 83)
 AI1134_MARKER: DV = VERTICAL CONTROL DISK
 AI1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1134_STAMPING: C 426 RESET 1998
 AI1134_MARK LOGO: NGS   
 AI1134_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1134+STABILITY: SURFACE MOTION
 AI1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1134+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1134
 AI1134  HISTORY     - Date     Condition        Report By
 AI1134  HISTORY     - 1998     MONUMENTED       LOCENG
 AI1134
 AI1134                          STATION DESCRIPTION
 AI1134
 AI1134'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998
 AI1134'7.5 MI (12.1 KM) NORTHWEST ON U.S.  HIGHWAY 30 FROM THE U.S.  HIGHWAY
 AI1134'283 OVERPASS, AT LEXINGTON, TO THE MARK ON THE LEFT, AT HIGHWAY
 AI1134'MILEPOST 230+50, ON HIGHWAY RIGHT-OF-WAY AND IN THE SE1/4, SEC24,
 AI1134'T10N, R23W, A STANDARD DISK SET INTO THE TOP OF A SQUARE CONCRETE
 AI1134'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 71.5 FT (21.8
 AI1134'M) EAST OF THE EXTENDED CENTERLINE OF A FARM DRIVE LEADING SOUTH, 70.0
 AI1134'FT (21.3 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.0 FT (0.9 M)
 AI1134'SOUTHEAST OF A RIGHT-OF-WAY MARKER POST AND 1.80 FT (0.55 M) NORTH OF
 AI1134'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0354 ***********************************************************************
 MM0354  DESIGNATION -  C 427
 MM0354  PID         -  MM0354
 MM0354  STATE/COUNTY-  NE/LINCOLN
 MM0354  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0354
 MM0354                         *CURRENT SURVEY CONTROL
 MM0354  ___________________________________________________________________
 MM0354* NAD 83(1986)-  41 07 44.     (N)    100 44 03.     (W)     SCALED    
 MM0354* NAVD 88     -       850.110  (meters)    2789.07   (feet)  ADJUSTED  
 MM0354  ___________________________________________________________________
 MM0354  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 MM0354  DYNAMIC HT  -         849.614 (meters)    2787.44  (feet)  COMP
 MM0354  MODELED GRAV-     980,011.9   (mgal)                       NAVD 88
 MM0354
 MM0354  VERT ORDER  -  FIRST     CLASS II
 MM0354
 MM0354.The horizontal coordinates were scaled from a topographic map and have
 MM0354.an estimated accuracy of +/- 6 seconds.
 MM0354
 MM0354.The orthometric height was determined by differential leveling
 MM0354.and adjusted by the National Geodetic Survey in June 1994..
 MM0354
 MM0354.The geoid height was determined by GEOID03.
 MM0354
 MM0354.The dynamic height is computed by dividing the NAVD 88
 MM0354.geopotential number by the normal gravity value computed on the
 MM0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0354.degrees latitude (g = 980.6199 gals.).
 MM0354
 MM0354.The modeled gravity was interpolated from observed gravity values.
 MM0354
 MM0354;                    North         East    Units  Estimated Accuracy
 MM0354;SPC NE       -   144,100.      438,370.      MT  (+/- 180 meters Scaled)
 MM0354
 MM0354                          SUPERSEDED SURVEY CONTROL
 MM0354
 MM0354  NAVD 88 (06/15/91)  850.116  (m)         2789.09   (f) UNKNOWN     1 2
 MM0354  NGVD 29 (02/14/92)  849.763  (m)         2787.93   (f) ADJUSTED    1 2
 MM0354
 MM0354.Superseded values are not recommended for survey control.
 MM0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0354.See file dsdata.txt to determine how the superseded data were derived.
 MM0354
 MM0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL544545(NAD 83)
 MM0354_MARKER: I = METAL ROD
 MM0354_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0354_SP_SET: STAINLESS STEEL ROD
 MM0354_STAMPING: C 427 1986
 MM0354_MARK LOGO: NGS   
 MM0354_PROJECTION: FLUSH
 MM0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0354_ROD/PIPE-DEPTH: 8.7  meters
 MM0354
 MM0354  HISTORY     - Date     Condition        Report By
 MM0354  HISTORY     - 1986     MONUMENTED       NGS
 MM0354
 MM0354                          STATION DESCRIPTION
 MM0354
 MM0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0354'2.9 KM (1.8 MI) SE FROM NORTH PLATTE.
 MM0354'2.5 KM (1.55 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0354'HIGHWAY 83 AT NORTH PLATTE, THENCE 0.4 KM (0.25 MI) SOUTH ALONG
 MM0354'BICENTENNIAL AVENUE, AT THE T JUNCTION OF BURLINGTON BOULEVARD,
 MM0354'10.0 METERS (33 FT) EAST OF THE CENTER OF THE AVENUE, 15.8 METERS (52
 MM0354'FT) SOUTH OF THE EXTENDED CENTER OF THE EAST BOUND LANE OF THE
 MM0354'BOULEVARD, 10.2 METERS (33.5 FT) SOUTH OF THE SOUTH END OF A STEEL
 MM0354'GATE, 0.9 METER (3 FT) NORTH OF A POWER POLE, 0.3 METER (1 FT) WEST OF
 MM0354'THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MM0354'5-INCH LOGO CAP.
 MM0354'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MM0354'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2120 ***********************************************************************
 MK2120  DESIGNATION -  C 428
 MK2120  PID         -  MK2120
 MK2120  STATE/COUNTY-  NE/DOUGLAS
 MK2120  USGS QUAD   -  IRVINGTON (1984)
 MK2120
 MK2120                         *CURRENT SURVEY CONTROL
 MK2120  ___________________________________________________________________
 MK2120* NAD 83(1986)-  41 20 28.     (N)    096 01 26.     (W)     SCALED    
 MK2120* NAVD 88     -       387.234  (meters)    1270.45   (feet)  ADJUSTED  
 MK2120  ___________________________________________________________________
 MK2120  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 MK2120  DYNAMIC HT  -         387.060 (meters)    1269.88  (feet)  COMP
 MK2120  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 MK2120
 MK2120  VERT ORDER  -  FIRST     CLASS II
 MK2120
 MK2120.The horizontal coordinates were scaled from a topographic map and have
 MK2120.an estimated accuracy of +/- 6 seconds.
 MK2120
 MK2120.The orthometric height was determined by differential leveling
 MK2120.and adjusted by the National Geodetic Survey in June 1991..
 MK2120
 MK2120.The geoid height was determined by GEOID03.
 MK2120
 MK2120.The dynamic height is computed by dividing the NAVD 88
 MK2120.geopotential number by the normal gravity value computed on the
 MK2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2120.degrees latitude (g = 980.6199 gals.).
 MK2120
 MK2120.The modeled gravity was interpolated from observed gravity values.
 MK2120
 MK2120;                    North         East    Units  Estimated Accuracy
 MK2120;SPC NE       -   175,050.      832,570.      MT  (+/- 180 meters Scaled)
 MK2120
 MK2120                          SUPERSEDED SURVEY CONTROL
 MK2120
 MK2120.No superseded survey control is available for this station.
 MK2120
 MK2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL490808(NAD 83)
 MK2120_MARKER: DV = VERTICAL CONTROL DISK
 MK2120_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2120_SP_SET: ABUTMENT
 MK2120_STAMPING: C 428 1989
 MK2120_MARK LOGO: NGS   
 MK2120_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2120+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2120
 MK2120  HISTORY     - Date     Condition        Report By
 MK2120  HISTORY     - 1989     MONUMENTED       NGS
 MK2120
 MK2120                          STATION DESCRIPTION
 MK2120
 MK2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2120'IN OMAHA, AT THE INTERSECTION OF INTERSTATE HIGHWAY 680 AND 72ND
 MK2120'STREET, IN TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 MK2120'HIGHWAY OVERPASS OF THE STREET, 7.7 M (25.3 FT) WEST OF THE
 MK2120'CENTERLINE OF THE SOUTHBOUND LANES OF THE STREET, AND 1.7 M (5.6 FT)
 MK2120'BELOW THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2138 ***********************************************************************
 MK2138  DESIGNATION -  C 429
 MK2138  PID         -  MK2138
 MK2138  STATE/COUNTY-  NE/DOUGLAS
 MK2138  USGS QUAD   -  RALSTON (1984)
 MK2138
 MK2138                         *CURRENT SURVEY CONTROL
 MK2138  ___________________________________________________________________
 MK2138* NAD 83(1986)-  41 12 18.     (N)    096 04 54.     (W)     SCALED    
 MK2138* NAVD 88     -       359.904  (meters)    1180.79   (feet)  ADJUSTED  
 MK2138  ___________________________________________________________________
 MK2138  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 MK2138  DYNAMIC HT  -         359.754 (meters)    1180.29  (feet)  COMP
 MK2138  MODELED GRAV-     980,195.9   (mgal)                       NAVD 88
 MK2138
 MK2138  VERT ORDER  -  FIRST     CLASS II
 MK2138
 MK2138.The horizontal coordinates were scaled from a topographic map and have
 MK2138.an estimated accuracy of +/- 6 seconds.
 MK2138
 MK2138.The orthometric height was determined by differential leveling
 MK2138.and adjusted by the National Geodetic Survey in June 1991..
 MK2138
 MK2138.The geoid height was determined by GEOID03.
 MK2138
 MK2138.The dynamic height is computed by dividing the NAVD 88
 MK2138.geopotential number by the normal gravity value computed on the
 MK2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2138.degrees latitude (g = 980.6199 gals.).
 MK2138
 MK2138.The modeled gravity was interpolated from observed gravity values.
 MK2138
 MK2138;                    North         East    Units  Estimated Accuracy
 MK2138;SPC NE       -   159,730.      828,430.      MT  (+/- 180 meters Scaled)
 MK2138
 MK2138                          SUPERSEDED SURVEY CONTROL
 MK2138
 MK2138.No superseded survey control is available for this station.
 MK2138
 MK2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL446656(NAD 83)
 MK2138_MARKER: I = METAL ROD
 MK2138_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2138_SP_SET: STAINLESS STEEL ROD
 MK2138_STAMPING: C 429 1989
 MK2138_MARK LOGO: NGS   
 MK2138_PROJECTION: FLUSH
 MK2138_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2138+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2138_ROD/PIPE-DEPTH: 11.9 meters
 MK2138
 MK2138  HISTORY     - Date     Condition        Report By
 MK2138  HISTORY     - 1989     MONUMENTED       NGS
 MK2138
 MK2138                          STATION DESCRIPTION
 MK2138
 MK2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2138'IN OMAHA, AT THE INTERSECTION OF Q AND 108TH STREETS, 43.0 M (141.1
 MK2138'FT) EAST OF THE SOUTHEAST CORNER OF THE SOUTHWEST BANK AND TRUST,
 MK2138'43.0 M (141.1 FT) SOUTH OF THE CENTER OF Q STREET, 14.9 M (48.9 FT)
 MK2138'WEST OF THE CENTER OF 108TH STREET, 9.9 M (32.5 FT) NORTHWEST OF A
 MK2138'UTILITY POLE WITH A STRET LIGHT, 6.0 M (19.7 FT) WEST-SOUTHWEST OF A
 MK2138'FIRE HYDRANT, 1.3 M (4.3 FT) SOUTH OF UTILITY POLE NUMBER 37, AND 0.5
 MK2138'M (1.6 FT) ABOVE THE LEVEL OF 108TH STREET.  NOTE--ACCESS TO THE
 MK2138'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0577 ***********************************************************************
 NO0577  DESIGNATION -  C 431
 NO0577  PID         -  NO0577
 NO0577  STATE/COUNTY-  NE/CHERRY
 NO0577  USGS QUAD   -  VALENTINE SOUTH (1983)
 NO0577
 NO0577                         *CURRENT SURVEY CONTROL
 NO0577  ___________________________________________________________________
 NO0577* NAD 83(1986)-  42 52 02.     (N)    100 32 03.     (W)     SCALED    
 NO0577* NAVD 88     -       786.732  (meters)    2581.14   (feet)  ADJUSTED  
 NO0577  ___________________________________________________________________
 NO0577  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 NO0577  DYNAMIC HT  -         786.419 (meters)    2580.11  (feet)  COMP
 NO0577  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 NO0577
 NO0577  VERT ORDER  -  FIRST     CLASS II
 NO0577
 NO0577.The horizontal coordinates were scaled from a topographic map and have
 NO0577.an estimated accuracy of +/- 6 seconds.
 NO0577
 NO0577.The orthometric height was determined by differential leveling
 NO0577.and adjusted by the National Geodetic Survey in June 1994..
 NO0577
 NO0577.The geoid height was determined by GEOID03.
 NO0577
 NO0577.The dynamic height is computed by dividing the NAVD 88
 NO0577.geopotential number by the normal gravity value computed on the
 NO0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0577.degrees latitude (g = 980.6199 gals.).
 NO0577
 NO0577.The modeled gravity was interpolated from observed gravity values.
 NO0577
 NO0577;                    North         East    Units  Estimated Accuracy
 NO0577;SPC NE       -   337,010.      456,350.      MT  (+/- 180 meters Scaled)
 NO0577
 NO0577                          SUPERSEDED SURVEY CONTROL
 NO0577
 NO0577.No superseded survey control is available for this station.
 NO0577
 NO0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN746472(NAD 83)
 NO0577_MARKER: I = METAL ROD
 NO0577_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0577_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0577_STAMPING: C 431 1991
 NO0577_MARK LOGO: NGS   
 NO0577_PROJECTION: FLUSH
 NO0577_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0577+STABILITY: POSITION/ELEVATION WELL
 NO0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0577+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 NO0577_ROD/PIPE-DEPTH: 10.6 meters
 NO0577_SLEEVE-DEPTH  : 7.9 meters
 NO0577
 NO0577  HISTORY     - Date     Condition        Report By
 NO0577  HISTORY     - 1991     MONUMENTED       NGS
 NO0577  HISTORY     - 19920723 GOOD             NGS
 NO0577
 NO0577                          STATION DESCRIPTION
 NO0577
 NO0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0577'1.0 KM (0.60 MI) SOUTHERLY ALONG THE CHICAGO AND NORTHWESTERN
 NO0577'RAILROAD FROM THE JUNCTION OF U.S. HIGHWAY 83 (MAIN STREET) IN
 NO0577'VALENTINE, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG C STREET, NEAR THE
 NO0577'NORTHEAST CORNER OF THE MOUNT HOPE CEMETERY, 112.1 M (367.8 FT) EAST
 NO0577'OF THE CENTER OF THE JAMES H. QUIGLEY MEMORIAL CEMETERY ENTRANCE,
 NO0577'20.1 M (65.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE FREY FAMILY
 NO0577'HEADSTONE, 11.0 M (36.1 FT) SOUTH OF THE STREET CENTER, 6.2 M (20.3
 NO0577'FT) WEST OF A CEMETERY BOUNDARY MONUMENT, 0.7 M (2.3 FT) SOUTH OF A
 NO0577'FENCE AND WITNESS POST, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 NO0577'STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NO0577'CAP.
 NO0577
 NO0577                          STATION RECOVERY (1992)
 NO0577
 NO0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NO0577'0.4 KM (0.25 MI) EASTERLY ALONG 3RD STREET FROM THE POST OFFICE IN
 NO0577'VALENTINE, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG GOVERNMENT STREET,
 NO0577'THENCE 0.8 KM (0.50 MI) EASTERLY ALONG C STREET, 111.0 M (364.2 FT)
 NO0577'EAST OF THE MOST EASTERLY OF 3 ENTRANCES TO THE MOUNT HOPE CEMETERY,
 NO0577'10.6 M (34.8 FT) SOUTH OF THE CENTER OF THE STREET, 9.7 M (31.8 FT)
 NO0577'NORTHEAST OF THE CENTER OF A CEMETERY ROAD, 6.2 M (20.3 FT) WEST OF
 NO0577'THE WEST END OF A WROUGHT IRON FENCE, AND 0.6 M (2.0 FT) ABOVE THE
 NO0577'LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NO0577'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0548 ***********************************************************************
 NO0548  DESIGNATION -  C 432
 NO0548  PID         -  NO0548
 NO0548  STATE/COUNTY-  NE/CHERRY
 NO0548  USGS QUAD   -  SQUARE LAKE (1987)
 NO0548
 NO0548                         *CURRENT SURVEY CONTROL
 NO0548  ___________________________________________________________________
 NO0548* NAD 83(1986)-  42 27 53.     (N)    100 56 53.     (W)     SCALED    
 NO0548* NAVD 88     -       995.626  (meters)    3266.48   (feet)  ADJUSTED  
 NO0548  ___________________________________________________________________
 NO0548  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 NO0548  DYNAMIC HT  -         995.166 (meters)    3264.97  (feet)  COMP
 NO0548  MODELED GRAV-     980,124.4   (mgal)                       NAVD 88
 NO0548
 NO0548  VERT ORDER  -  FIRST     CLASS II
 NO0548
 NO0548.The horizontal coordinates were scaled from a topographic map and have
 NO0548.an estimated accuracy of +/- 6 seconds.
 NO0548
 NO0548.The orthometric height was determined by differential leveling
 NO0548.and adjusted by the National Geodetic Survey in June 1994..
 NO0548
 NO0548.The geoid height was determined by GEOID03.
 NO0548
 NO0548.The dynamic height is computed by dividing the NAVD 88
 NO0548.geopotential number by the normal gravity value computed on the
 NO0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0548.degrees latitude (g = 980.6199 gals.).
 NO0548
 NO0548.The modeled gravity was interpolated from observed gravity values.
 NO0548
 NO0548;                    North         East    Units  Estimated Accuracy
 NO0548;SPC NE       -   292,590.      422,040.      MT  (+/- 180 meters Scaled)
 NO0548
 NO0548                          SUPERSEDED SURVEY CONTROL
 NO0548
 NO0548  NGVD 29 (02/14/92)  995.337  (m)         3265.53   (f) ADJUSTED    1 2
 NO0548
 NO0548.Superseded values are not recommended for survey control.
 NO0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0548.See file dsdata.txt to determine how the superseded data were derived.
 NO0548
 NO0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN398032(NAD 83)
 NO0548_MARKER: I = METAL ROD
 NO0548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0548_SP_SET: STAINLESS STEEL ROD
 NO0548_STAMPING: C 432 1991
 NO0548_MARK LOGO: NGS   
 NO0548_PROJECTION: FLUSH
 NO0548_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0548+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0548_ROD/PIPE-DEPTH: 30.5 meters
 NO0548
 NO0548  HISTORY     - Date     Condition        Report By
 NO0548  HISTORY     - 1991     MONUMENTED       NGS
 NO0548
 NO0548                          STATION DESCRIPTION
 NO0548
 NO0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0548'53.1 KM (33.00 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0548'OF STATE HIGHWAY 2 IN MULLEN, 23.6 M (77.4 FT) NORTH OF THE HIGHWAY
 NO0548'CENTERLINE, 7.2 M (23.6 FT) WEST OF THE CENTER OF A FIELD ENTRANCE,
 NO0548'1.2 M (3.9 FT) WEST OF A BRACED FENCE POST, AND 0.3 M (1.0 FT) ABOVE
 NO0548'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 NO0548'A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0568 ***********************************************************************
 NO0568  DESIGNATION -  C 433
 NO0568  PID         -  NO0568
 NO0568  STATE/COUNTY-  NE/CHERRY
 NO0568  USGS QUAD   -  MULLEN (1988)
 NO0568
 NO0568                         *CURRENT SURVEY CONTROL
 NO0568  ___________________________________________________________________
 NO0568* NAD 83(1986)-  42 07 07.     (N)    101 02 05.     (W)     SCALED    
 NO0568* NAVD 88     -       984.110  (meters)    3228.70   (feet)  ADJUSTED  
 NO0568  ___________________________________________________________________
 NO0568  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 NO0568  DYNAMIC HT  -         983.592 (meters)    3227.00  (feet)  COMP
 NO0568  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 NO0568
 NO0568  VERT ORDER  -  FIRST     CLASS II
 NO0568
 NO0568.The horizontal coordinates were scaled from a topographic map and have
 NO0568.an estimated accuracy of +/- 6 seconds.
 NO0568
 NO0568.The orthometric height was determined by differential leveling
 NO0568.and adjusted by the National Geodetic Survey in June 1994..
 NO0568
 NO0568.The geoid height was determined by GEOID03.
 NO0568
 NO0568.The dynamic height is computed by dividing the NAVD 88
 NO0568.geopotential number by the normal gravity value computed on the
 NO0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0568.degrees latitude (g = 980.6199 gals.).
 NO0568
 NO0568.The modeled gravity was interpolated from observed gravity values.
 NO0568
 NO0568;                    North         East    Units  Estimated Accuracy
 NO0568;SPC NE       -   254,240.      414,460.      MT  (+/- 180 meters Scaled)
 NO0568
 NO0568                          SUPERSEDED SURVEY CONTROL
 NO0568
 NO0568  NGVD 29 (02/14/92)  983.794  (m)         3227.66   (f) ADJUSTED    1 2
 NO0568
 NO0568.Superseded values are not recommended for survey control.
 NO0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0568.See file dsdata.txt to determine how the superseded data were derived.
 NO0568
 NO0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM317649(NAD 83)
 NO0568_MARKER: I = METAL ROD
 NO0568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0568_SP_SET: STAINLESS STEEL ROD
 NO0568_STAMPING: C 433 1991
 NO0568_MARK LOGO: NGS   
 NO0568_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0568_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0568+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0568_ROD/PIPE-DEPTH: 10.6 meters
 NO0568
 NO0568  HISTORY     - Date     Condition        Report By
 NO0568  HISTORY     - 1991     MONUMENTED       NGS
 NO0568
 NO0568                          STATION DESCRIPTION
 NO0568
 NO0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0568'8.8 KM (5.45 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0568'OF STATE HIGHWAY 2 IN MULLEN, 13.0 M (42.7 FT) SOUTH OF THE CENTER OF
 NO0568'A FIELD ENTRANCE AND THE EXTENDED CENTER OF A PAVED ROAD LEADING
 NO0568'WEST, 12.4 M (40.7 FT) EAST OF THE HIGHWAY CENTERLINE, 1.9 M (6.2 FT)
 NO0568'SOUTH OF A FENCE CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 NO0568'HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 NO0568'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0530 ***********************************************************************
 MM0530  DESIGNATION -  C 434
 MM0530  PID         -  MM0530
 MM0530  STATE/COUNTY-  NE/MCPHERSON
 MM0530  USGS QUAD   -  TRYON NW (1985)
 MM0530
 MM0530                         *CURRENT SURVEY CONTROL
 MM0530  ___________________________________________________________________
 MM0530* NAD 83(1986)-  41 38 43.     (N)    100 57 47.     (W)     SCALED    
 MM0530* NAVD 88     -      1006.698  (meters)    3302.81   (feet)  ADJUSTED  
 MM0530  ___________________________________________________________________
 MM0530  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 MM0530  DYNAMIC HT  -        1006.109 (meters)    3300.88  (feet)  COMP
 MM0530  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 MM0530
 MM0530  VERT ORDER  -  FIRST     CLASS II
 MM0530
 MM0530.The horizontal coordinates were scaled from a topographic map and have
 MM0530.an estimated accuracy of +/- 6 seconds.
 MM0530
 MM0530.The orthometric height was determined by differential leveling
 MM0530.and adjusted by the National Geodetic Survey in June 1994..
 MM0530
 MM0530.The geoid height was determined by GEOID03.
 MM0530
 MM0530.The dynamic height is computed by dividing the NAVD 88
 MM0530.geopotential number by the normal gravity value computed on the
 MM0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0530.degrees latitude (g = 980.6199 gals.).
 MM0530
 MM0530.The modeled gravity was interpolated from observed gravity values.
 MM0530
 MM0530;                    North         East    Units  Estimated Accuracy
 MM0530;SPC NE       -   201,620.      419,800.      MT  (+/- 180 meters Scaled)
 MM0530
 MM0530                          SUPERSEDED SURVEY CONTROL
 MM0530
 MM0530  NGVD 29 (02/14/92) 1006.331  (m)         3301.60   (f) ADJUSTED    1 2
 MM0530
 MM0530.Superseded values are not recommended for survey control.
 MM0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0530.See file dsdata.txt to determine how the superseded data were derived.
 MM0530
 MM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM365122(NAD 83)
 MM0530_MARKER: I = METAL ROD
 MM0530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0530_SP_SET: STAINLESS STEEL ROD
 MM0530_STAMPING: C 434 1991
 MM0530_MARK LOGO: NGS   
 MM0530_PROJECTION: FLUSH
 MM0530_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0530+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0530_ROD/PIPE-DEPTH: 13.9 meters
 MM0530
 MM0530  HISTORY     - Date     Condition        Report By
 MM0530  HISTORY     - 1991     MONUMENTED       NGS
 MM0530
 MM0530                          STATION DESCRIPTION
 MM0530
 MM0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0530'10.5 KM (6.50 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0530'COURTHOUSE IN TRYON, 18.7 M (61.4 FT) WEST OF AND LEVEL WITH THE
 MM0530'HIGHWAY CENTERLINE, 13.6 M (44.6 FT) NORTH OF THE CENTER OF A FIELD
 MM0530'ENTRANCE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 MM0530'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1438 ***********************************************************************
 LH1438  DESIGNATION -  C 435
 LH1438  PID         -  LH1438
 LH1438  STATE/COUNTY-  NE/DAWSON
 LH1438  USGS QUAD   -  ELM CREEK WEST (1961)
 LH1438
 LH1438                         *CURRENT SURVEY CONTROL
 LH1438  ___________________________________________________________________
 LH1438* NAD 83(1986)-  40 43 04.     (N)    099 22 38.     (W)     SCALED    
 LH1438* NAVD 88     -       692.459  (meters)    2271.84   (feet)  ADJUSTED  
 LH1438  ___________________________________________________________________
 LH1438  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 LH1438  DYNAMIC HT  -         692.052 (meters)    2270.51  (feet)  COMP
 LH1438  MODELED GRAV-     980,014.1   (mgal)                       NAVD 88
 LH1438
 LH1438  VERT ORDER  -  FIRST     CLASS II
 LH1438
 LH1438.The horizontal coordinates were scaled from a topographic map and have
 LH1438.an estimated accuracy of +/- 6 seconds.
 LH1438
 LH1438.The orthometric height was determined by differential leveling
 LH1438.and adjusted by the National Geodetic Survey in May 1993..
 LH1438
 LH1438.The geoid height was determined by GEOID03.
 LH1438
 LH1438.The dynamic height is computed by dividing the NAVD 88
 LH1438.geopotential number by the normal gravity value computed on the
 LH1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1438.degrees latitude (g = 980.6199 gals.).
 LH1438
 LH1438.The modeled gravity was interpolated from observed gravity values.
 LH1438
 LH1438;                    North         East    Units  Estimated Accuracy
 LH1438;SPC NE       -    98,390.      552,610.      MT  (+/- 180 meters Scaled)
 LH1438
 LH1438                          SUPERSEDED SURVEY CONTROL
 LH1438
 LH1438  NGVD 29 (02/14/92)  692.194  (m)         2270.97   (f) ADJUSTED    1 2
 LH1438
 LH1438.Superseded values are not recommended for survey control.
 LH1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1438.See file dsdata.txt to determine how the superseded data were derived.
 LH1438
 LH1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML681074(NAD 83)
 LH1438_MARKER: DV = VERTICAL CONTROL DISK
 LH1438_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1438_SP_SET: GRAIN ELEVATOR
 LH1438_STAMPING: C 435 1991
 LH1438_MARK LOGO: NGS   
 LH1438_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1438+STABILITY: POSITION/ELEVATION WELL
 LH1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1438+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1438
 LH1438  HISTORY     - Date     Condition        Report By
 LH1438  HISTORY     - 1991     MONUMENTED       NGS
 LH1438
 LH1438                          STATION DESCRIPTION
 LH1438
 LH1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1438'IN ELM CREEK, AT THE INTERSECTION OF FRONT STREET AND POTTER AVENUE,
 LH1438'SET VERTICALLY IN THE NORTHWEST FACE OF A CONCRETE WALL OF THE MOST
 LH1438'WESTERLY OF 3 GRAIN STORAGE BINS AT THE ELM CREEK EQUITY ELEVATOR
 LH1438'21.1 M (69.2 FT) SOUTH OF THE CENTERLINE OF THE STREET, 8.1 M (26.6
 LH1438'FT) WEST OF THE EXTENDED CENTER OF THE Y-JUNCTION OF THE AVENUE WITH
 LH1438'THE STREET, 4.6 M (15.1 FT) EAST OF THE EXTENDED CENTER OF THE
 LH1438'ENTRANCE DOOR TO THE TRUCK DUMP, 1.6 M (5.2 FT) ABOVE THE LEVEL OF
 LH1438'THE HIGHWAY.  NOTE--THE MARK IS ON PROPERTY OWNED BY SOUTH CENTRAL
 LH1438'CO-OP, CONTACT--ROBERT L STONE, MANAGER, BOX 488, ELM CREEK, NE
 LH1438'68836, TELEPHONE NUMBER (308) 856-4666.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1464 ***********************************************************************
 LH1464  DESIGNATION -  C 436
 LH1464  PID         -  LH1464
 LH1464  STATE/COUNTY-  NE/HALL
 LH1464  USGS QUAD   -  ALDA (1993)
 LH1464
 LH1464                         *CURRENT SURVEY CONTROL
 LH1464  ___________________________________________________________________
 LH1464* NAD 83(1986)-  40 49 24.     (N)    098 22 38.     (W)     SCALED    
 LH1464* NAVD 88     -       573.591  (meters)    1881.86   (feet)  ADJUSTED  
 LH1464  ___________________________________________________________________
 LH1464  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 LH1464  DYNAMIC HT  -         573.284 (meters)    1880.85  (feet)  COMP
 LH1464  MODELED GRAV-     980,071.5   (mgal)                       NAVD 88
 LH1464
 LH1464  VERT ORDER  -  FIRST     CLASS II
 LH1464
 LH1464.The horizontal coordinates were scaled from a topographic map and have
 LH1464.an estimated accuracy of +/- 6 seconds.
 LH1464
 LH1464.The orthometric height was determined by differential leveling
 LH1464.and adjusted by the National Geodetic Survey in May 1993..
 LH1464
 LH1464.The geoid height was determined by GEOID03.
 LH1464
 LH1464.The dynamic height is computed by dividing the NAVD 88
 LH1464.geopotential number by the normal gravity value computed on the
 LH1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1464.degrees latitude (g = 980.6199 gals.).
 LH1464
 LH1464.The modeled gravity was interpolated from observed gravity values.
 LH1464
 LH1464;                    North         East    Units  Estimated Accuracy
 LH1464;SPC NE       -   111,200.      636,850.      MT  (+/- 180 meters Scaled)
 LH1464
 LH1464                          SUPERSEDED SURVEY CONTROL
 LH1464
 LH1464  NGVD 29 (02/14/92)  573.348  (m)         1881.06   (f) ADJUSTED    1 2
 LH1464
 LH1464.Superseded values are not recommended for survey control.
 LH1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1464.See file dsdata.txt to determine how the superseded data were derived.
 LH1464
 LH1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL525193(NAD 83)
 LH1464_MARKER: I = METAL ROD
 LH1464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1464_SP_SET: STAINLESS STEEL ROD
 LH1464_STAMPING: C 436 1991
 LH1464_MARK LOGO: NGS   
 LH1464_PROJECTION: FLUSH
 LH1464_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1464+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1464_ROD/PIPE-DEPTH: 12.0 meters
 LH1464
 LH1464  HISTORY     - Date     Condition        Report By
 LH1464  HISTORY     - 1991     MONUMENTED       NGS
 LH1464
 LH1464                          STATION DESCRIPTION
 LH1464
 LH1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1464'10.1 KM (6.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1464'OF U.S. HIGHWAY 30 IN GRAND ISLAND, THENCE 0.1 KM (0.05 MI) EASTERLY
 LH1464'ALONG THE MORMON ISLAND STATE RECREATION AREA PARK ENTRANCE ROAD,
 LH1464'20.5 M (67.3 FT) NORTHEAST OF THE CENTERLINE OF A ROAD, 8.3 M (27.2
 LH1464'FT) EAST OF THE EXTENDED CENTER OF A PARK EXIT ROAD, 7.9 M (25.9 FT)
 LH1464'SOUTH OF THE CENTER OF THE ROAD, 0.8 M (2.6 FT) SOUTH OF A SIGN
 LH1464'(MORMON ISLAND STATE RECREATION AREA PARK), 0.4 M (1.3 FT) WEST OF A
 LH1464'CHAIN BARRIER, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 LH1464'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1259 ***********************************************************************
 LG1259  DESIGNATION -  C 437
 LG1259  PID         -  LG1259
 LG1259  STATE/COUNTY-  NE/CLAY
 LG1259  USGS QUAD   -  SARONVILLE (1969)
 LG1259
 LG1259                         *CURRENT SURVEY CONTROL
 LG1259  ___________________________________________________________________
 LG1259* NAD 83(1986)-  40 34 59.     (N)    097 55 10.     (W)     SCALED    
 LG1259* NAVD 88     -       530.412  (meters)    1740.19   (feet)  ADJUSTED  
 LG1259  ___________________________________________________________________
 LG1259  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 LG1259  DYNAMIC HT  -         530.119 (meters)    1739.23  (feet)  COMP
 LG1259  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 LG1259
 LG1259  VERT ORDER  -  FIRST     CLASS II
 LG1259
 LG1259.The horizontal coordinates were scaled from a topographic map and have
 LG1259.an estimated accuracy of +/- 6 seconds.
 LG1259
 LG1259.The orthometric height was determined by differential leveling
 LG1259.and adjusted by the National Geodetic Survey in May 1993..
 LG1259
 LG1259.The geoid height was determined by GEOID03.
 LG1259
 LG1259.The dynamic height is computed by dividing the NAVD 88
 LG1259.geopotential number by the normal gravity value computed on the
 LG1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1259.degrees latitude (g = 980.6199 gals.).
 LG1259
 LG1259.The modeled gravity was interpolated from observed gravity values.
 LG1259
 LG1259;                    North         East    Units  Estimated Accuracy
 LG1259;SPC NE       -    85,360.      676,090.      MT  (+/- 180 meters Scaled)
 LG1259
 LG1259                          SUPERSEDED SURVEY CONTROL
 LG1259
 LG1259.No superseded survey control is available for this station.
 LG1259
 LG1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK914930(NAD 83)
 LG1259_MARKER: I = METAL ROD
 LG1259_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1259_SP_SET: STAINLESS STEEL ROD
 LG1259_STAMPING: C 437 1991
 LG1259_MARK LOGO: NGS   
 LG1259_PROJECTION: PROJECTING 3 CENTIMETERS
 LG1259_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1259+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1259_ROD/PIPE-DEPTH: 7.3  meters
 LG1259
 LG1259  HISTORY     - Date     Condition        Report By
 LG1259  HISTORY     - 1991     MONUMENTED       NGS
 LG1259
 LG1259                          STATION DESCRIPTION
 LG1259
 LG1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1259'29.9 KM (18.55 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1259'OF U.S. HIGHWAY 81 IN FAIRMONT, 59.9 M (196.5 FT) NORTH OF THE
 LG1259'CENTERLINE OF THE HIGHWAY, 10.2 M (33.5 FT) WEST OF THE CENTER OF A
 LG1259'GRAVELED ROAD, 1.0 M (3.3 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER
 LG1259'OF A CHAIN-LINK FENCE SURROUNDING AN ELECTRIC SUB-STATION, 1.0 M (3.3
 LG1259'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A
 LG1259'WITNESS POST, AND 0.3 M (1.0 FT) WEST OF A FENCE.  NOTE--ACCESS TO
 LG1259'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1353 ***********************************************************************
 LG1353  DESIGNATION -  C 438
 LG1353  PID         -  LG1353
 LG1353  STATE/COUNTY-  NE/SALINE
 LG1353  USGS QUAD   -  CRETE NORTH (1972)
 LG1353
 LG1353                         *CURRENT SURVEY CONTROL
 LG1353  ___________________________________________________________________
 LG1353* NAD 83(1986)-  40 37 30.     (N)    096 57 04.     (W)     SCALED    
 LG1353* NAVD 88     -       431.967  (meters)    1417.21   (feet)  ADJUSTED  
 LG1353  ___________________________________________________________________
 LG1353  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 LG1353  DYNAMIC HT  -         431.748 (meters)    1416.49  (feet)  COMP
 LG1353  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 LG1353
 LG1353  VERT ORDER  -  FIRST     CLASS II
 LG1353
 LG1353.The horizontal coordinates were scaled from a topographic map and have
 LG1353.an estimated accuracy of +/- 6 seconds.
 LG1353
 LG1353.The orthometric height was determined by differential leveling
 LG1353.and adjusted by the National Geodetic Survey in May 1993..
 LG1353
 LG1353.The geoid height was determined by GEOID03.
 LG1353
 LG1353.The dynamic height is computed by dividing the NAVD 88
 LG1353.geopotential number by the normal gravity value computed on the
 LG1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1353.degrees latitude (g = 980.6199 gals.).
 LG1353
 LG1353.The modeled gravity was interpolated from observed gravity values.
 LG1353
 LG1353;                    North         East    Units  Estimated Accuracy
 LG1353;SPC NE       -    92,450.      757,860.      MT  (+/- 180 meters Scaled)
 LG1353
 LG1353                          SUPERSEDED SURVEY CONTROL
 LG1353
 LG1353.No superseded survey control is available for this station.
 LG1353
 LG1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK732991(NAD 83)
 LG1353_MARKER: DV = VERTICAL CONTROL DISK
 LG1353_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1353_SP_SET: BUILDING
 LG1353_STAMPING: C 438 1991
 LG1353_MARK LOGO: NGS   
 LG1353_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1353+STABILITY: POSITION/ELEVATION WELL
 LG1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1353+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1353
 LG1353  HISTORY     - Date     Condition        Report By
 LG1353  HISTORY     - 1991     MONUMENTED       NGS
 LG1353
 LG1353                          STATION DESCRIPTION
 LG1353
 LG1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1353'IN CRETE, SET VERTICALLY IN THE EAST FACE OF CC SMITH HALL AT 1014
 LG1353'BOSWELL AVENUE, 44.2 M (145.0 FT) EAST OF THE CENTERLINE OF THE THE
 LG1353'AVENUE, 26.2 M (86.0 FT) SOUTH OF THE CENTERLINE OF EAST 13TH STREET,
 LG1353'AND 0.3 M (1.0 FT) SOUTH OF THE NORTHEAST CORNER OF THE BUILDING.
 LG1353'NOTE--THE MARK IS ON PROPERTY OWNED BY DOANE COLLEGE, CONTACT--LARRY
 LG1353'RECKLING, SUPERINTENDENT OF BUILDING AND GROUNDS, 1014 BOSWELL,
 LG1353'CRETE, NE 68333, TELEPHONE NUMBER (402) 826-2161.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1326 ***********************************************************************
 LG1326  DESIGNATION -  C 439
 LG1326  PID         -  LG1326
 LG1326  STATE/COUNTY-  NE/LANCASTER
 LG1326  USGS QUAD   -  BENNET (1972)
 LG1326
 LG1326                         *CURRENT SURVEY CONTROL
 LG1326  ___________________________________________________________________
 LG1326* NAD 83(1986)-  40 44 11.     (N)    096 36 22.     (W)     SCALED    
 LG1326* NAVD 88     -       421.121  (meters)    1381.63   (feet)  ADJUSTED  
 LG1326  ___________________________________________________________________
 LG1326  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 LG1326  DYNAMIC HT  -         420.938 (meters)    1381.03  (feet)  COMP
 LG1326  MODELED GRAV-     980,176.3   (mgal)                       NAVD 88
 LG1326
 LG1326  VERT ORDER  -  FIRST     CLASS II
 LG1326
 LG1326.The horizontal coordinates were scaled from a topographic map and have
 LG1326.an estimated accuracy of +/- 6 seconds.
 LG1326
 LG1326.The orthometric height was determined by differential leveling
 LG1326.and adjusted by the National Geodetic Survey in May 1993..
 LG1326
 LG1326.The geoid height was determined by GEOID03.
 LG1326
 LG1326.The dynamic height is computed by dividing the NAVD 88
 LG1326.geopotential number by the normal gravity value computed on the
 LG1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1326.degrees latitude (g = 980.6199 gals.).
 LG1326
 LG1326.The modeled gravity was interpolated from observed gravity values.
 LG1326
 LG1326;                    North         East    Units  Estimated Accuracy
 LG1326;SPC NE       -   105,890.      786,530.      MT  (+/- 180 meters Scaled)
 LG1326
 LG1326                          SUPERSEDED SURVEY CONTROL
 LG1326
 LG1326.No superseded survey control is available for this station.
 LG1326
 LG1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL021122(NAD 83)
 LG1326_MARKER: I = METAL ROD
 LG1326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1326_SP_SET: STAINLESS STEEL ROD
 LG1326_STAMPING: C 439 1991
 LG1326_MARK LOGO: NGS   
 LG1326_PROJECTION: FLUSH
 LG1326_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1326+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG1326_ROD/PIPE-DEPTH: 8.3  meters
 LG1326
 LG1326  HISTORY     - Date     Condition        Report By
 LG1326  HISTORY     - 1991     MONUMENTED       NGS
 LG1326  HISTORY     - 19911022 GOOD             NGS
 LG1326
 LG1326                          STATION DESCRIPTION
 LG1326
 LG1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1326'9.2 KM (5.70 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1326'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, 100.0 M (328.1 FT)
 LG1326'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 38.5 M
 LG1326'(126.3 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 21.2 M (69.6 FT)
 LG1326'WEST OF AND LEVEL WITH THE CENTER OF A GRAVELED ROAD, 0.7 M (2.3 FT)
 LG1326'SOUTH OF A RIGHT-OF-WAY POST, AND 0.5 M (1.6 FT) NORTH OF A WITNESS
 LG1326'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1326
 LG1326                          STATION RECOVERY (1991)
 LG1326
 LG1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1517 ***********************************************************************
 LF1517  DESIGNATION -  C 440
 LF1517  PID         -  LF1517
 LF1517  STATE/COUNTY-  NE/OTOE
 LF1517  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1517
 LF1517                         *CURRENT SURVEY CONTROL
 LF1517  ___________________________________________________________________
 LF1517* NAD 83(1986)-  40 40 03.     (N)    095 57 16.     (W)     SCALED    
 LF1517* NAVD 88     -       366.377  (meters)    1202.02   (feet)  ADJUSTED  
 LF1517  ___________________________________________________________________
 LF1517  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 LF1517  DYNAMIC HT  -         366.182 (meters)    1201.38  (feet)  COMP
 LF1517  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 LF1517
 LF1517  VERT ORDER  -  FIRST     CLASS II
 LF1517
 LF1517.The horizontal coordinates were scaled from a topographic map and have
 LF1517.an estimated accuracy of +/- 6 seconds.
 LF1517
 LF1517.The orthometric height was determined by differential leveling
 LF1517.and adjusted by the National Geodetic Survey in May 1993..
 LF1517
 LF1517.The geoid height was determined by GEOID03.
 LF1517
 LF1517.The dynamic height is computed by dividing the NAVD 88
 LF1517.geopotential number by the normal gravity value computed on the
 LF1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1517.degrees latitude (g = 980.6199 gals.).
 LF1517
 LF1517.The modeled gravity was interpolated from observed gravity values.
 LF1517
 LF1517;                    North         East    Units  Estimated Accuracy
 LF1517;SPC NE       -   100,620.      841,870.      MT  (+/- 180 meters Scaled)
 LF1517
 LF1517                          SUPERSEDED SURVEY CONTROL
 LF1517
 LF1517.No superseded survey control is available for this station.
 LF1517
 LF1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF502060(NAD 83)
 LF1517_MARKER: I = METAL ROD
 LF1517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1517_SP_SET: STAINLESS STEEL ROD
 LF1517_STAMPING: C 440 1991
 LF1517_MARK LOGO: NGS   
 LF1517_PROJECTION: FLUSH
 LF1517_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1517+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 LF1517_ROD/PIPE-DEPTH: 7.8  meters
 LF1517
 LF1517  HISTORY     - Date     Condition        Report By
 LF1517  HISTORY     - 1991     MONUMENTED       NGS
 LF1517  HISTORY     - 20060117 GOOD             GEOCAC
 LF1517
 LF1517                          STATION DESCRIPTION
 LF1517
 LF1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1517'8.3 KM (5.15 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1517'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, 30.2 M (99.1
 LF1517'FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 7.0 M
 LF1517'(23.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 0.8 M (2.6 FT) NORTH
 LF1517'OF A UTILITY POLE, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 LF1517'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LF1517
 LF1517                          STATION RECOVERY (2006)
 LF1517
 LF1517'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF1517'IN THE SOUTHWEST CORNER OF THE INTERSECTION OF CR-I (OLD SH-2) AND
 LF1517'CR-54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1389 ***********************************************************************
 LG1389  DESIGNATION -  C 441
 LG1389  PID         -  LG1389
 LG1389  STATE/COUNTY-  NE/LANCASTER
 LG1389  USGS QUAD   -  WALTON (1980)
 LG1389
 LG1389                         *CURRENT SURVEY CONTROL
 LG1389  ___________________________________________________________________
 LG1389* NAD 83(1986)-  40 47 02.     (N)    096 36 21.     (W)     SCALED    
 LG1389* NAVD 88     -       408.585  (meters)    1340.50   (feet)  ADJUSTED  
 LG1389  ___________________________________________________________________
 LG1389  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 LG1389  DYNAMIC HT  -         408.410 (meters)    1339.93  (feet)  COMP
 LG1389  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 LG1389
 LG1389  VERT ORDER  -  FIRST     CLASS II
 LG1389
 LG1389.The horizontal coordinates were scaled from a topographic map and have
 LG1389.an estimated accuracy of +/- 6 seconds.
 LG1389
 LG1389.The orthometric height was determined by differential leveling
 LG1389.and adjusted by the National Geodetic Survey in May 1993..
 LG1389
 LG1389.The geoid height was determined by GEOID03.
 LG1389
 LG1389.The dynamic height is computed by dividing the NAVD 88
 LG1389.geopotential number by the normal gravity value computed on the
 LG1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1389.degrees latitude (g = 980.6199 gals.).
 LG1389
 LG1389.The modeled gravity was interpolated from observed gravity values.
 LG1389
 LG1389;                    North         East    Units  Estimated Accuracy
 LG1389;SPC NE       -   111,160.      786,350.      MT  (+/- 180 meters Scaled)
 LG1389
 LG1389                          SUPERSEDED SURVEY CONTROL
 LG1389
 LG1389.No superseded survey control is available for this station.
 LG1389
 LG1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL020175(NAD 83)
 LG1389_MARKER: I = METAL ROD
 LG1389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1389_SP_SET: STAINLESS STEEL ROD
 LG1389_STAMPING: C 441 1992
 LG1389_MARK LOGO: NGS   
 LG1389_PROJECTION: FLUSH
 LG1389_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1389+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1389_ROD/PIPE-DEPTH: 7.3  meters
 LG1389
 LG1389  HISTORY     - Date     Condition        Report By
 LG1389  HISTORY     - 1992     MONUMENTED       NGS
 LG1389
 LG1389                          STATION DESCRIPTION
 LG1389
 LG1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1389'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1389'OFFICE IN LINCOLN, THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG SOUTH 84TH
 LG1389'STREET, 16.3 M (53.5 FT) SOUTH OF THE CENTERLINE OF VANDORN STREET,
 LG1389'15.3 M (50.2 FT) EAST OF THE CENTERLINE OF 84TH STREET, 1.7 M
 LG1389'(5.6 FT) EAST-NORTHEAST OF THE CENTER OF THE MOST EASTERLY OF 3
 LG1389'12-INCH GAS LINE ACCESS COVERS, 0.8 M (2.6 FT) SOUTH OF A UTILITY
 LG1389'POLE AND AN UNDERGROUND CABLE JUNCTION BOX, 0.5 M (1.6 FT) BELOW THE
 LG1389'LEVEL OF THE STREET, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST.
 LG1389'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9627 ***********************************************************************
 DG9627  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9627  DESIGNATION -  C 441 RESET 2000
 DG9627  PID         -  DG9627
 DG9627  STATE/COUNTY-  NE/LANCASTER
 DG9627  USGS QUAD   -  WALTON (1980)
 DG9627
 DG9627                         *CURRENT SURVEY CONTROL
 DG9627  ___________________________________________________________________
 DG9627* NAD 83(1995)-  40 47 03.44320(N)    096 36 29.29883(W)     ADJUSTED  
 DG9627* NAVD 88     -       411.23   (meters)    1349.2    (feet)  GPS OBS   
 DG9627  ___________________________________________________________________
 DG9627  X           -    -556,583.407 (meters)                     COMP
 DG9627  Y           -  -4,804,432.575 (meters)                     COMP
 DG9627  Z           -   4,144,566.303 (meters)                     COMP
 DG9627  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DG9627  ELLIP HEIGHT-         385.36  (meters)          (03/30/05) GPS OBS
 DG9627  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DG9627
 DG9627  HORZ ORDER  -  B
 DG9627  ELLP ORDER  -  THIRD     CLASS I
 DG9627
 DG9627.The horizontal coordinates were established by GPS observations
 DG9627.and adjusted by the National Geodetic Survey in March 2005..
 DG9627
 DG9627.The orthometric height was determined by GPS observations and a
 DG9627.high-resolution geoid model using precise GPS observation and
 DG9627.processing techniques.
 DG9627
 DG9627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9627
 DG9627.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9627
 DG9627.The ellipsoidal height was determined by GPS observations
 DG9627.and is referenced to NAD 83.
 DG9627
 DG9627.The geoid height was determined by GEOID03.
 DG9627
 DG9627;                    North         East     Units Scale Factor Converg.
 DG9627;SPC NE       -   111,196.501   786,154.609   MT  0.99973729   +2 14 52.0
 DG9627;UTM  14      - 4,517,564.235   701,822.310   MT  1.00010137   +1 33 46.5
 DG9627
 DG9627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9627!SPC NE       -   0.99993955  x   0.99973729  =   0.99967686
 DG9627!UTM  14      -   0.99993955  x   1.00010137  =   1.00004092
 DG9627
 DG9627                          SUPERSEDED SURVEY CONTROL
 DG9627
 DG9627.No superseded survey control is available for this station.
 DG9627
 DG9627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0182217564(NAD 83)
 DG9627_MARKER: DV = VERTICAL CONTROL DISK
 DG9627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9627_STAMPING: C 441 RESET 2000
 DG9627_PROJECTION: FLUSH
 DG9627_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9627+STABILITY: SURFACE MOTION
 DG9627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9627+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2000
 DG9627
 DG9627  HISTORY     - Date     Condition        Report By
 DG9627  HISTORY     - 20000906 MONUMENTED       NEDR
 DG9627
 DG9627                          STATION DESCRIPTION
 DG9627
 DG9627'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2000 (DM)
 DG9627'THE STATION IS LOCATED IN SE LINCOLN
 DG9627' 
 DG9627'TO REACH THE STATION GO 3.35 MILES EASTERLY ALONG O STREET HWY.34 FROM
 DG9627'THE STATION  A POST OFFICE IN LINCOLN, NE THEN 2.05 MILES SOUTHERLY
 DG9627'ALONG SOUTH 84TH STREET TO VAN  DORN STREET, TURN RIGHT WEST AND GO
 DG9627'APPROX. 2 BLOCKS TO SOUTH 82ND STREET AND TO THE  BENCH MARK.
 DG9627' 
 DG9627'THE MARK IS NEAR THE SE CORNER OF SECTION 34, T-10-N, R-7-E.
 DG9627' 
 DG9627'THE STATION IS 65.83 FEET SE OF SE CORNER OF BRICK GARAGE HOUSE 2731 3
 DG9627'FEET ABOVE  GROUND 15.99 FEET SW OF TOP IN CENTER OF FIRE HYDRANT,
 DG9627'40.2 FEET WEST OF CENTERLINE OF  SOUTH 82ND STREET, 19.5 FEET SOUTH OF
 DG9627'CENTERLINE OF VAN DORN STREET, 2.61 FEET NORTH OF  BACK OF CURB.
 DG9627' 
 DG9627'BENCH MARK C441 1992 WAS DESTROYED BY CONSTRUCTION AFTER RELOCATION OF
 DG9627'BENCH MARK  C441 RESET 2000. OBJECT USED 3X42 INCH CONCRETE MONUMENT
 DG9627'WITH NGS VERTICAL BRASS DISK WITH MAGNET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2464 ***********************************************************************
 AI2464  DESIGNATION -  C 442
 AI2464  PID         -  AI2464
 AI2464  STATE/COUNTY-  NE/PIERCE
 AI2464  USGS QUAD   -  PIERCE (1976)
 AI2464
 AI2464                         *CURRENT SURVEY CONTROL
 AI2464  ___________________________________________________________________
 AI2464* NAD 83(1986)-  42 12 24.     (N)    097 36 04.     (W)     SCALED    
 AI2464* NAVD 88     -       528.306  (meters)    1733.28   (feet)  ADJUSTED  
 AI2464  ___________________________________________________________________
 AI2464  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AI2464  DYNAMIC HT  -         528.105 (meters)    1732.62  (feet)  COMP
 AI2464  MODELED GRAV-     980,224.2   (mgal)                       NAVD 88
 AI2464
 AI2464  VERT ORDER  -  SECOND    CLASS I
 AI2464
 AI2464.The horizontal coordinates were scaled from a topographic map and have
 AI2464.an estimated accuracy of +/- 6 seconds.
 AI2464
 AI2464.The orthometric height was determined by differential leveling
 AI2464.and adjusted by the National Geodetic Survey in July 2002..
 AI2464
 AI2464.The geoid height was determined by GEOID03.
 AI2464
 AI2464.The dynamic height is computed by dividing the NAVD 88
 AI2464.geopotential number by the normal gravity value computed on the
 AI2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2464.degrees latitude (g = 980.6199 gals.).
 AI2464
 AI2464.The modeled gravity was interpolated from observed gravity values.
 AI2464
 AI2464;                    North         East    Units  Estimated Accuracy
 AI2464;SPC NE       -   266,250.      698,030.      MT  (+/- 180 meters Scaled)
 AI2464
 AI2464                          SUPERSEDED SURVEY CONTROL
 AI2464
 AI2464.No superseded survey control is available for this station.
 AI2464
 AI2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM154736(NAD 83)
 AI2464_MARKER: F = FLANGE-ENCASED ROD
 AI2464_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2464_STAMPING: C 442 1999
 AI2464_MARK LOGO: NGS   
 AI2464_PROJECTION: FLUSH
 AI2464_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2464+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2464_ROD/PIPE-DEPTH: 9.1  meters
 AI2464_SLEEVE-DEPTH  : 0.9 meters
 AI2464
 AI2464  HISTORY     - Date     Condition        Report By
 AI2464  HISTORY     - 1999     MONUMENTED       NGS
 AI2464
 AI2464                          STATION DESCRIPTION
 AI2464
 AI2464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2464'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2464'IN PIERCE, THENCE 5.4 KM (3.35 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2464'21.8 M (71.5 FT) NORTH OF THE ROAD CENTER, 11.8 M (38.7 FT) WEST OF
 AI2464'THE CENTER OF 546 AVENUE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD,
 AI2464'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 AI2464'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AI2464'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON
 AI2464'COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0401 ***********************************************************************
 LH0401  DESIGNATION -  C 5
 LH0401  PID         -  LH0401
 LH0401  STATE/COUNTY-  NE/BUFFALO
 LH0401  USGS QUAD   -  GIBBON NORTH (1962)
 LH0401
 LH0401                         *CURRENT SURVEY CONTROL
 LH0401  ___________________________________________________________________
 LH0401* NAD 83(1986)-  40 45 43.     (N)    098 47 51.     (W)     SCALED    
 LH0401* NAVD 88     -       621.943  (meters)    2040.49   (feet)  ADJUSTED  
 LH0401  ___________________________________________________________________
 LH0401  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 LH0401  DYNAMIC HT  -         621.598 (meters)    2039.36  (feet)  COMP
 LH0401  MODELED GRAV-     980,050.5   (mgal)                       NAVD 88
 LH0401
 LH0401  VERT ORDER  -  FIRST     CLASS II
 LH0401
 LH0401.The horizontal coordinates were scaled from a topographic map and have
 LH0401.an estimated accuracy of +/- 6 seconds.
 LH0401
 LH0401.The orthometric height was determined by differential leveling
 LH0401.and adjusted by the National Geodetic Survey in June 1991..
 LH0401
 LH0401.The geoid height was determined by GEOID03.
 LH0401
 LH0401.The dynamic height is computed by dividing the NAVD 88
 LH0401.geopotential number by the normal gravity value computed on the
 LH0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0401.degrees latitude (g = 980.6199 gals.).
 LH0401
 LH0401.The modeled gravity was interpolated from observed gravity values.
 LH0401
 LH0401;                    North         East    Units  Estimated Accuracy
 LH0401;SPC NE       -   103,810.      601,510.      MT  (+/- 180 meters Scaled)
 LH0401
 LH0401                          SUPERSEDED SURVEY CONTROL
 LH0401
 LH0401  NGVD 29 (02/14/92)  621.685  (m)         2039.64   (f) ADJUSTED    1 2
 LH0401
 LH0401.Superseded values are not recommended for survey control.
 LH0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0401.See file dsdata.txt to determine how the superseded data were derived.
 LH0401
 LH0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL170123(NAD 83)
 LH0401_MARKER: DB = BENCH MARK DISK
 LH0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0401_SP_SET: CONCRETE POST
 LH0401_STAMPING: C 5 1933 2039.645
 LH0401_MARK LOGO: CGS   
 LH0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0401+STABILITY: SURFACE MOTION
 LH0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0401+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0401
 LH0401  HISTORY     - Date     Condition        Report By
 LH0401  HISTORY     - 1933     MONUMENTED       CGS
 LH0401  HISTORY     - 1962     MARK NOT FOUND   USGS
 LH0401  HISTORY     - 19910924 GOOD             NGS
 LH0401
 LH0401                          STATION DESCRIPTION
 LH0401
 LH0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0401'3.5 MI SW FROM SHELTON.
 LH0401'ABOUT 3.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0401'SHELTON, BUFFALO COUNTY, ABOUT 0.4 MILE SOUTHWEST OF MILEPOST
 LH0401'173, ABOUT 700 FEET SOUTHWEST OF SEMAPHORES 173.2 AND 173.3,
 LH0401'AT A COUNTY-ROAD CROSSING, 50 FEET EAST OF THE CENTER LINE OF
 LH0401'THE ROAD, ABOUT 179 FEET SOUTH OF THE CENTER LINE OF U.S.
 LH0401'HIGHWAY 30, 39.9 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 LH0401'MAIN TRACK, 13 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE
 LH0401'ROAD, AND 7 FEET NORTH OF THE SOUTH RAILROAD RIGHT-OF-WAY
 LH0401'FENCE.  A STANDARD DISK, STAMPED 2039.645 C 5 1933 AND SET IN
 LH0401'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 LH0401
 LH0401                          STATION RECOVERY (1962)
 LH0401
 LH0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LH0401'MARK NOT FOUND.
 LH0401
 LH0401                          STATION RECOVERY (1991)
 LH0401
 LH0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0401'25.3 KM (15.70 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0401'OF STATE HIGHWAY 44 IN KEARNEY, 55.7 M (182.7 FT) SOUTHEAST OF THE
 LH0401'HIGHWAY CENTERLINE, 17.6 M (57.7 FT) EAST OF THE CENTER OF A GRAVELED
 LH0401'ROAD, 12.1 M (39.7 FT) SOUTHEAST OF THE NEAR RAIL OF THE UNION
 LH0401'PACIFIC RAILROAD, 8.0 M (26.2 FT) EAST OF UTILITY POLE NUMBER 29 L
 LH0401'CK, 2.3 M (7.5 FT) NORTHWEST OF A FENCE, 1.0 M (3.3 FT) BELOW THE
 LH0401'LEVEL OF THE TRACK, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, AND
 LH0401'THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0251 ***********************************************************************
 MN0251  DESIGNATION -  C 50
 MN0251  PID         -  MN0251
 MN0251  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0251  USGS QUAD   -  MORRILL (1963)
 MN0251
 MN0251                         *CURRENT SURVEY CONTROL
 MN0251  ___________________________________________________________________
 MN0251* NAD 83(1986)-  41 58 03.     (N)    103 59 45.     (W)     SCALED    
 MN0251* NAVD 88     -      1226.571  (meters)    4024.18   (feet)  ADJUSTED  
 MN0251  ___________________________________________________________________
 MN0251  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 MN0251  DYNAMIC HT  -        1225.786 (meters)    4021.60  (feet)  COMP
 MN0251  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 MN0251
 MN0251  VERT ORDER  -  SECOND    CLASS 0
 MN0251
 MN0251.The horizontal coordinates were scaled from a topographic map and have
 MN0251.an estimated accuracy of +/- 6 seconds.
 MN0251
 MN0251.The orthometric height was determined by differential leveling
 MN0251.and adjusted by the National Geodetic Survey in June 1991..
 MN0251
 MN0251.The geoid height was determined by GEOID03.
 MN0251
 MN0251.The dynamic height is computed by dividing the NAVD 88
 MN0251.geopotential number by the normal gravity value computed on the
 MN0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0251.degrees latitude (g = 980.6199 gals.).
 MN0251
 MN0251.The modeled gravity was interpolated from observed gravity values.
 MN0251
 MN0251;                    North         East    Units  Estimated Accuracy
 MN0251;SPC NE       -   244,600.      168,990.      MT  (+/- 180 meters Scaled)
 MN0251
 MN0251                          SUPERSEDED SURVEY CONTROL
 MN0251
 MN0251  NGVD 29 (??/??/92) 1225.864  (m)         4021.86   (f) ADJ UNCH    2 0
 MN0251
 MN0251.Superseded values are not recommended for survey control.
 MN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0251.See file dsdata.txt to determine how the superseded data were derived.
 MN0251
 MN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG832466(NAD 83)
 MN0251_MARKER: DB = BENCH MARK DISK
 MN0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0251_SP_SET: BRIDGE
 MN0251_STAMPING: C 50 1934
 MN0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0251
 MN0251  HISTORY     - Date     Condition        Report By
 MN0251  HISTORY     - 1934     MONUMENTED       CGS
 MN0251
 MN0251                          STATION DESCRIPTION
 MN0251
 MN0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0251'3.6 MI NW FROM MORRILL.
 MN0251'ABOUT 3.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 MN0251'QUINCY RAILROAD FROM THE STATION AT MORRILL, SCOTTS BLUFF COUNTY,
 MN0251'AT MILEAGE 50+14, AT BRIDGE 50.14, IN THE NORTH END OF THE WEST
 MN0251'ABUTMENT, 5.6 FEET NORTHEAST OF THE NORTH RAIL, AND ABOUT 3.1
 MN0251'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED C 50 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0178 ***********************************************************************
 MN0178  DESIGNATION -  C 51
 MN0178  PID         -  MN0178
 MN0178  STATE/COUNTY-  NE/MORRILL
 MN0178  USGS QUAD   -  SOUTH BAYARD (1965)
 MN0178
 MN0178                         *CURRENT SURVEY CONTROL
 MN0178  ___________________________________________________________________
 MN0178* NAD 83(1986)-  41 43 49.     (N)    103 15 22.     (W)     SCALED    
 MN0178* NAVD 88     -      1140.558  (meters)    3741.98   (feet)  ADJUSTED  
 MN0178  ___________________________________________________________________
 MN0178  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 MN0178  DYNAMIC HT  -        1139.834 (meters)    3739.61  (feet)  COMP
 MN0178  MODELED GRAV-     979,948.9   (mgal)                       NAVD 88
 MN0178
 MN0178  VERT ORDER  -  SECOND    CLASS 0
 MN0178
 MN0178.The horizontal coordinates were scaled from a topographic map and have
 MN0178.an estimated accuracy of +/- 6 seconds.
 MN0178
 MN0178.The orthometric height was determined by differential leveling
 MN0178.and adjusted by the National Geodetic Survey in June 1991..
 MN0178
 MN0178.The geoid height was determined by GEOID03.
 MN0178
 MN0178.The dynamic height is computed by dividing the NAVD 88
 MN0178.geopotential number by the normal gravity value computed on the
 MN0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0178.degrees latitude (g = 980.6199 gals.).
 MN0178
 MN0178.The modeled gravity was interpolated from observed gravity values.
 MN0178
 MN0178;                    North         East    Units  Estimated Accuracy
 MN0178;SPC NE       -   215,710.      229,250.      MT  (+/- 180 meters Scaled)
 MN0178
 MN0178                          SUPERSEDED SURVEY CONTROL
 MN0178
 MN0178  NGVD 29 (??/??/92) 1139.966  (m)         3740.04   (f) ADJ UNCH    2 0
 MN0178
 MN0178.Superseded values are not recommended for survey control.
 MN0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0178.See file dsdata.txt to determine how the superseded data were derived.
 MN0178
 MN0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG450212(NAD 83)
 MN0178_MARKER: DB = BENCH MARK DISK
 MN0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0178_STAMPING: C 51 1934
 MN0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0178+STABILITY: SURFACE MOTION
 MN0178
 MN0178  HISTORY     - Date     Condition        Report By
 MN0178  HISTORY     - 1934     MONUMENTED       CGS
 MN0178  HISTORY     - 1965     GOOD             USGS
 MN0178
 MN0178                          STATION DESCRIPTION
 MN0178
 MN0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0178'3.8 MI SE FROM BAYARD.
 MN0178'ABOUT 3.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 MN0178'QUINCY RAILROAD FROM THE STATION AT BAYARD, MORRILL COUNTY, ABOUT
 MN0178'10 RAILS EAST OF MILEPOST 8, 18.2 FEET NORTH OF THE NORTH RAIL,
 MN0178'17.0 FEET WEST OF THE CENTER LINE OF A GATE IN THE RIGHT-OF-WAY
 MN0178'FENCE, AND 2.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MN0178'DISK, STAMPED C 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0178
 MN0178                          STATION RECOVERY (1965)
 MN0178
 MN0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MN0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0054 ***********************************************************************
 MN0054  DESIGNATION -  C 52
 MN0054  PID         -  MN0054
 MN0054  STATE/COUNTY-  NE/GARDEN
 MN0054  USGS QUAD   -  COUMBE BLUFF (1971)
 MN0054
 MN0054                         *CURRENT SURVEY CONTROL
 MN0054  ___________________________________________________________________
 MN0054* NAD 83(1995)-  41 25 52.41976(N)    102 25 09.45722(W)     ADJUSTED  
 MN0054* NAVD 88     -      1042.332  (meters)    3419.72   (feet)  ADJUSTED  
 MN0054  ___________________________________________________________________
 MN0054  X           -  -1,030,114.973 (meters)                     COMP
 MN0054  Y           -  -4,677,720.437 (meters)                     COMP
 MN0054  Z           -   4,199,125.130 (meters)                     COMP
 MN0054  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 MN0054  ELLIP HEIGHT-        1022.29  (meters)          (06/27/02) GPS OBS
 MN0054  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 MN0054  DYNAMIC HT  -        1041.674 (meters)    3417.56  (feet)  COMP
 MN0054  MODELED GRAV-     979,957.5   (mgal)                       NAVD 88
 MN0054
 MN0054  HORZ ORDER  -  FIRST
 MN0054  VERT ORDER  -  SECOND    CLASS 0
 MN0054  ELLP ORDER  -  FOURTH    CLASS I
 MN0054
 MN0054.The horizontal coordinates were established by GPS observations
 MN0054.and adjusted by the National Geodetic Survey in August 1997..
 MN0054
 MN0054.The orthometric height was determined by differential leveling
 MN0054.and adjusted by the National Geodetic Survey in June 1991..
 MN0054
 MN0054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0054
 MN0054.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0054
 MN0054.The ellipsoidal height was determined by GPS observations
 MN0054.and is referenced to NAD 83.
 MN0054
 MN0054.The geoid height was determined by GEOID03.
 MN0054
 MN0054.The dynamic height is computed by dividing the NAVD 88
 MN0054.geopotential number by the normal gravity value computed on the
 MN0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0054.degrees latitude (g = 980.6199 gals.).
 MN0054
 MN0054.The modeled gravity was interpolated from observed gravity values.
 MN0054
 MN0054;                    North         East     Units Scale Factor Converg.
 MN0054;SPC NE       -   180,234.670   297,879.934   MT  0.99965944   -1 36 11.7
 MN0054;UTM  13      - 4,589,843.823   715,629.810   MT  1.00017224   +1 42 30.1
 MN0054
 MN0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0054!SPC NE       -   0.99983968  x   0.99965944  =   0.99949917
 MN0054!UTM  13      -   0.99983968  x   1.00017224  =   1.00001189
 MN0054
 MN0054                          SUPERSEDED SURVEY CONTROL
 MN0054
 MN0054  ELLIP H (08/18/97) 1022.33   (m)                       GP(       ) 4 1
 MN0054  NAD 83(1995)-  41 25 52.41970(N)    102 25 09.45745(W) AD(       ) 1
 MN0054  ELLIP H (01/07/93) 1022.34   (m)                       GP(       ) 4 2
 MN0054  NAD 83(1986)-  41 25 52.41640(N)    102 25 09.45843(W) AD(       ) 1
 MN0054  NGVD 29 (??/??/92) 1041.819  (m)         3418.03   (f) ADJ UNCH    2 0
 MN0054
 MN0054.Superseded values are not recommended for survey control.
 MN0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0054.See file dsdata.txt to determine how the superseded data were derived.
 MN0054
 MN0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1563089844(NAD 83)
 MN0054_MARKER: DB = BENCH MARK DISK
 MN0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0054_SP_SET: CONCRETE POST
 MN0054_STAMPING: C 52 1934
 MN0054_MARK LOGO: CGS   
 MN0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0054+STABILITY: SURFACE MOTION
 MN0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0054+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1989
 MN0054
 MN0054  HISTORY     - Date     Condition        Report By
 MN0054  HISTORY     - 1934     MONUMENTED       CGS
 MN0054  HISTORY     - 1942     GOOD             NGS
 MN0054  HISTORY     - 19890621 GOOD             NGS
 MN0054  HISTORY     - 19941020 GOOD             LOCSUR
 MN0054
 MN0054                          STATION DESCRIPTION
 MN0054
 MN0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0054'4.2 MI W FROM OSHKOSH.
 MN0054'ABOUT 4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0054'STATION AT OSHKOSH, GARDEN COUNTY, ABOUT 1 POLE WEST OF MILEPOST
 MN0054'75, ABOUT 275 FEET SOUTHWEST OF CULVERT 74.19, 38 FEET SOUTH OF THE
 MN0054'SOUTH RAIL OF THE MAIN TRACK, AND ABOUT 125 FEET SOUTH OF THE
 MN0054'CENTER LINE OF U.S. HIGHWAY 26.  A STANDARD DISK, STAMPED C 52
 MN0054'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0054
 MN0054                          STATION RECOVERY (1942)
 MN0054
 MN0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MN0054'RECOVERED IN GOOD CONDITION.
 MN0054
 MN0054                          STATION RECOVERY (1989)
 MN0054
 MN0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0054'THE STATION IS LOCATED AOBUT 7 KM (4.35 MI) NORTHWEST OF OSHKOSH NEAR
 MN0054'A UNION PACIFIC RAIROAD CROSSING AND ALONG THE RAILROAD RIGHT-OF-WAY.
 MN0054'OWNERSHIP--UNION PACIFIC RAIROAD.
 MN0054'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 27 SOUTH, STATE
 MN0054'ROUTE 92 AND U.S. HIGHWAY 26 AT THE SOUTH EDGE OF OSHKOSH, GO
 MN0054'NORTHWEST ALONG STATE ROUTE 92  AND U.S. HIGHWAY 26 FOR 6.9 KM
 MN0054'(4.30 MI) TO A SAND ROAD LEADING WEST.  TURN LEFT AND GO WEST ON THE
 MN0054'SAND ROAD FOR 0.08 KM (0.05 MI), CROSSING THE RAIROAD TRACK, TO THE
 MN0054'STATION ON THE RIGHT.
 MN0054'THE STATION MARK IS SET 48.0 M (157.5 FT) WESTN-NORTHWEST OF RAIROAD
 MN0054'MILEPOST --75--, 13.1 M (43.0 FT) NORTH OF THE APPROXIMATE CENTER OF
 MN0054'THE SAND ROAD, 11.6 M (38.1 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MN0054'RAILROAD TRACK, 1.1 M (3.6 FT) SOUTHWEST OF A WITNESS POST AND 0.61 M
 MN0054'(2.0 FT) ABOVE THE LEVEL OF THE ROAD.
 MN0054'DESCRIBED BY G.F.SMITH, EDITED BY R.D.BALL AND E.A.RICE.
 MN0054
 MN0054                          STATION RECOVERY (1994)
 MN0054
 MN0054'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1994 (TAT)
 MN0054'RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF RAILROAD
 MN0054'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9628 ***********************************************************************
 AG9628  DESIGNATION -  C 52 RESET
 AG9628  PID         -  AG9628
 AG9628  STATE/COUNTY-  NE/GARDEN
 AG9628  USGS QUAD   -  COUMBE BLUFF (1971)
 AG9628
 AG9628                         *CURRENT SURVEY CONTROL
 AG9628  ___________________________________________________________________
 AG9628* NAD 83(1986)-  41 25 52.     (N)    102 25 11.     (W)     SCALED    
 AG9628* NAVD 88     -      1042.55   (meters)    3420.4    (feet)  RESET     
 AG9628  ___________________________________________________________________
 AG9628  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 AG9628
 AG9628  VERT ORDER  -  THIRD
 AG9628
 AG9628.The horizontal coordinates were scaled from a topographic map and have
 AG9628.an estimated accuracy of +/- 6 seconds.
 AG9628
 AG9628.The orthometric height was computed from unverified reset data.
 AG9628
 AG9628.The geoid height was determined by GEOID03.
 AG9628
 AG9628;                    North         East    Units  Estimated Accuracy
 AG9628;SPC NE       -   180,220.      297,840.      MT  (+/- 180 meters Scaled)
 AG9628
 AG9628                          SUPERSEDED SURVEY CONTROL
 AG9628
 AG9628.No superseded survey control is available for this station.
 AG9628
 AG9628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF155898(NAD 83)
 AG9628_MARKER: DV = VERTICAL CONTROL DISK
 AG9628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9628_STAMPING: C 52 RESET 1994
 AG9628_MARK LOGO: NGS   
 AG9628_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9628+STABILITY: SURFACE MOTION
 AG9628
 AG9628  HISTORY     - Date     Condition        Report By
 AG9628  HISTORY     - 1994     MONUMENTED       LOCSUR
 AG9628
 AG9628                          STATION DESCRIPTION
 AG9628
 AG9628'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1994 (TAT)
 AG9628'4.2 MI (6.8 KM) WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 AG9628'AT OSHKOSH, ON RAILROAD RIGHT-OF-WAY, IN THE SW1/4 OF THE NW1/4,
 AG9628'SEC20, T17N, R44W, A STANDARD DISK SET INTO THE TOP OF A ROUND
 AG9628'CONCRETE MONUMENT THAT IS 60 FT (18.3 M) SOUTH OF THE CENTERLINE OF
 AG9628'STATE HIGHWAY 26, 29.8 FT (9.1 M) NORTH OF THE NORTHERN MOST TRACK OF
 AG9628'THE RAILROAD, 149.0 FT (45.4 M) EAST OF MILEPOST 75 AND NEXT TO A
 AG9628'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0029 ***********************************************************************
 MN0029  DESIGNATION -  C 53
 MN0029  PID         -  MN0029
 MN0029  STATE/COUNTY-  NE/DEUEL
 MN0029  USGS QUAD   -  CHAPPELL (1961)
 MN0029
 MN0029                         *CURRENT SURVEY CONTROL
 MN0029  ___________________________________________________________________
 MN0029* NAD 83(1986)-  41 05 29.     (N)    102 23 28.     (W)     SCALED    
 MN0029* NAVD 88     -      1159.844  (meters)    3805.25   (feet)  ADJUSTED  
 MN0029  ___________________________________________________________________
 MN0029  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 MN0029  DYNAMIC HT  -        1159.079 (meters)    3802.74  (feet)  COMP
 MN0029  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 MN0029
 MN0029  VERT ORDER  -  SECOND    CLASS 0
 MN0029
 MN0029.The horizontal coordinates were scaled from a topographic map and have
 MN0029.an estimated accuracy of +/- 6 seconds.
 MN0029
 MN0029.The orthometric height was determined by differential leveling
 MN0029.and adjusted by the National Geodetic Survey in June 1991..
 MN0029
 MN0029.The geoid height was determined by GEOID03.
 MN0029
 MN0029.The dynamic height is computed by dividing the NAVD 88
 MN0029.geopotential number by the normal gravity value computed on the
 MN0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0029.degrees latitude (g = 980.6199 gals.).
 MN0029
 MN0029.The modeled gravity was interpolated from observed gravity values.
 MN0029
 MN0029;                    North         East    Units  Estimated Accuracy
 MN0029;SPC NE       -   142,450.      299,190.      MT  (+/- 180 meters Scaled)
 MN0029
 MN0029                          SUPERSEDED SURVEY CONTROL
 MN0029
 MN0029  NGVD 29 (??/??/92) 1159.349  (m)         3803.63   (f) ADJ UNCH    2 0
 MN0029
 MN0029.Superseded values are not recommended for survey control.
 MN0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0029.See file dsdata.txt to determine how the superseded data were derived.
 MN0029
 MN0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF191521(NAD 83)
 MN0029_MARKER: DB = BENCH MARK DISK
 MN0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0029_STAMPING: C 53 1934
 MN0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0029+STABILITY: SURFACE MOTION
 MN0029
 MN0029  HISTORY     - Date     Condition        Report By
 MN0029  HISTORY     - 1934     MONUMENTED       CGS
 MN0029  HISTORY     - 1959     MARK NOT FOUND   NGS
 MN0029
 MN0029                          STATION DESCRIPTION
 MN0029
 MN0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MN0029'4.3 MI E FROM CHAPPELL.
 MN0029'4.3 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0029'CHAPPELL, DEUEL COUNTY, 0.1 MILE NORTHEAST OF THE F.O. CARLSON
 MN0029'FARMHOUSE, 48 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 MN0029'4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MN0029'STAMPED C 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0241 ***********************************************************************
 MN0241  DESIGNATION -  C 55 RESET
 MN0241  PID         -  MN0241
 MN0241  STATE/COUNTY-  NE/KIMBALL
 MN0241  USGS QUAD   -  KIMBALL (1972)
 MN0241
 MN0241                         *CURRENT SURVEY CONTROL
 MN0241  ___________________________________________________________________
 MN0241* NAD 83(1986)-  41 14 53.     (N)    103 39 45.     (W)     SCALED    
 MN0241* NAVD 88     -      1423.66   (meters)    4670.8    (feet)  RESET     
 MN0241  ___________________________________________________________________
 MN0241  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 MN0241
 MN0241  VERT ORDER  -  THIRD
 MN0241
 MN0241.The horizontal coordinates were scaled from a topographic map and have
 MN0241.an estimated accuracy of +/- 6 seconds.
 MN0241
 MN0241.The orthometric height was computed from unverified reset data.
 MN0241
 MN0241.The geoid height was determined by GEOID03.
 MN0241
 MN0241;                    North         East    Units  Estimated Accuracy
 MN0241;SPC NE       -   163,570.      193,210.      MT  (+/- 180 meters Scaled)
 MN0241
 MN0241                          SUPERSEDED SURVEY CONTROL
 MN0241
 MN0241  NGVD 29 (??/??/??) 1422.97   (m)         4668.5    (f) RESET       3  
 MN0241
 MN0241.Superseded values are not recommended for survey control.
 MN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0241.See file dsdata.txt to determine how the superseded data were derived.
 MN0241
 MN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF120671(NAD 83)
 MN0241_MARKER: DB = BENCH MARK DISK
 MN0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0241_SP_SET: BRIDGE
 MN0241_STAMPING: C 55 RESET 1966
 MN0241_MARK LOGO: CGS   
 MN0241_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0241+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1992
 MN0241
 MN0241  HISTORY     - Date     Condition        Report By
 MN0241  HISTORY     - 1966     MONUMENTED       NEDR
 MN0241  HISTORY     - 1967     GOOD             NGS
 MN0241  HISTORY     - 19920211 GOOD             NEDR
 MN0241
 MN0241                          STATION DESCRIPTION
 MN0241
 MN0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MN0241'0.9 MI N FROM KIMBALL.
 MN0241'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 71 (29) FROM THE COURTHOUSE
 MN0241'AT KIMBALL, KIMBALL COUNTY, AT THE BRIDGE OVER LODGEPOLE CREEK, AND
 MN0241'IN THE TOP OF THE WING AT THE SOUTHEAST CORNER OF THE BRIDGE.
 MN0241
 MN0241                          STATION RECOVERY (1992)
 MN0241
 MN0241'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 MN0241'MARK WAS RECOVERED IN GOOD CONDITION, BUT IT HAD TO BE REPLACED BY
 MN0241'BENCH MARK C 55 RESET IN 1992.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0680 ***********************************************************************
 MN0680  DESIGNATION -  C 55 RESET
 MN0680  PID         -  MN0680
 MN0680  STATE/COUNTY-  NE/KIMBALL
 MN0680  USGS QUAD   -  KIMBALL (1972)
 MN0680
 MN0680                         *CURRENT SURVEY CONTROL
 MN0680  ___________________________________________________________________
 MN0680* NAD 83(1986)-  41 14 53.     (N)    103 39 45.     (W)     SCALED    
 MN0680* NAVD 88     -      1421.08   (meters)    4662.3    (feet)  RESET     
 MN0680  ___________________________________________________________________
 MN0680  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 MN0680
 MN0680  VERT ORDER  -  THIRD
 MN0680
 MN0680.The horizontal coordinates were scaled from a topographic map and have
 MN0680.an estimated accuracy of +/- 6 seconds.
 MN0680
 MN0680.The orthometric height was computed from unverified reset data.
 MN0680.No vertical observational check was made to the station.
 MN0680
 MN0680.The geoid height was determined by GEOID03.
 MN0680
 MN0680;                    North         East    Units  Estimated Accuracy
 MN0680;SPC NE       -   163,570.      193,210.      MT  (+/- 180 meters Scaled)
 MN0680
 MN0680                          SUPERSEDED SURVEY CONTROL
 MN0680
 MN0680  NGVD 29 (08/02/06) 1420.39   (m)         4660.1    (f) RESET       3  
 MN0680
 MN0680.Superseded values are not recommended for survey control.
 MN0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0680.See file dsdata.txt to determine how the superseded data were derived.
 MN0680
 MN0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF120671(NAD 83)
 MN0680_MARKER: DV = VERTICAL CONTROL DISK
 MN0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0680_SP_SET: CONCRETE POST
 MN0680_STAMPING: C 55 RESET 1992
 MN0680_MARK LOGO: NGS   
 MN0680_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0680+STABILITY: SURFACE MOTION
 MN0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0680+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MN0680
 MN0680  HISTORY     - Date     Condition        Report By
 MN0680  HISTORY     - 1992     MONUMENTED       NEDR
 MN0680
 MN0680                          STATION DESCRIPTION
 MN0680
 MN0680'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 MN0680'ABOUT 0.85 MI (1.37 KM) NORTH FROM KIMBALL, ON THE EAST RIGHT-OF-WAY
 MN0680'OF STATE HIGHWAY 71 AND IN SEC29, T15N, R55W, FROM THE JUNCTION OF
 MN0680'U.S. HIGHWAY 30 WITH STATE HIGHWAY 71, IN KIMBALL, GO NORTH ON
 MN0680'HIGHWAY 71 FOR 0.85 MI (1.37 KM) TO THE MARK ON THE RIGHT, IN TOP OF
 MN0680'A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 MN0680'IS 73.8 FT (22.5 M) EAST FROM THE CENTERLINE OF THE HIGHWAY, 5.85 FT
 MN0680'(1.78 M) SOUTHEAST FROM A FENCE CORNER POST, 3.50 FT (1.07 M)
 MN0680'SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF A CONCRETE RIGHT-OF-WAY
 MN0680'MARKER POST, 1.5 FT (0.5 M) EAST FROM A WITNESS POST AND 1.5 FT (0.5
 MN0680'M) NORTH FROM AN EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0014 ***********************************************************************
 MN0014  DESIGNATION -  C 56
 MN0014  PID         -  MN0014
 MN0014  STATE/COUNTY-  NE/GARDEN
 MN0014  USGS QUAD   -  MUMPER (1986)
 MN0014
 MN0014                         *CURRENT SURVEY CONTROL
 MN0014  ___________________________________________________________________
 MN0014* NAD 83(1986)-  41 49 40.     (N)    102 25 20.     (W)     SCALED    
 MN0014* NAVD 88     -      1172.541  (meters)    3846.91   (feet)  ADJUSTED  
 MN0014  ___________________________________________________________________
 MN0014  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 MN0014  DYNAMIC HT  -        1171.836 (meters)    3844.60  (feet)  COMP
 MN0014  MODELED GRAV-     979,981.0   (mgal)                       NAVD 88
 MN0014
 MN0014  VERT ORDER  -  SECOND    CLASS 0
 MN0014
 MN0014.The horizontal coordinates were scaled from a topographic map and have
 MN0014.an estimated accuracy of +/- 6 seconds.
 MN0014
 MN0014.The orthometric height was determined by differential leveling
 MN0014.and adjusted by the National Geodetic Survey in June 1991..
 MN0014
 MN0014.The geoid height was determined by GEOID03.
 MN0014
 MN0014.The dynamic height is computed by dividing the NAVD 88
 MN0014.geopotential number by the normal gravity value computed on the
 MN0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0014.degrees latitude (g = 980.6199 gals.).
 MN0014
 MN0014.The modeled gravity was interpolated from observed gravity values.
 MN0014
 MN0014;                    North         East    Units  Estimated Accuracy
 MN0014;SPC NE       -   224,250.      298,870.      MT  (+/- 180 meters Scaled)
 MN0014
 MN0014                          SUPERSEDED SURVEY CONTROL
 MN0014
 MN0014  NGVD 29 (??/??/92) 1172.005  (m)         3845.15   (f) ADJ UNCH    2 0
 MN0014
 MN0014.Superseded values are not recommended for survey control.
 MN0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0014.See file dsdata.txt to determine how the superseded data were derived.
 MN0014
 MN0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG140338(NAD 83)
 MN0014_MARKER: DB = BENCH MARK DISK
 MN0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0014_STAMPING: C 56 1934
 MN0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0014+STABILITY: SURFACE MOTION
 MN0014
 MN0014  HISTORY     - Date     Condition        Report By
 MN0014  HISTORY     - 1934     MONUMENTED       CGS
 MN0014  HISTORY     - 1938     GOOD             NGS
 MN0014  HISTORY     - 1984     MARK NOT FOUND   USGS
 MN0014
 MN0014                          STATION DESCRIPTION
 MN0014
 MN0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0014'34.5 MI N FROM OSHKOSH.
 MN0014'34.5 MILES NORTH ALONG STATE HIGHWAY 27 AND ROADS LEADING TO
 MN0014'ELLSWORTH VIA MUMPER FROM THE COURTHOUSE AT OSHKOSH, GARDEN
 MN0014'COUNTY, 36 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 30
 MN0014'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CATTLE CROSSING, AND
 MN0014'2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED C 56 1934 AND
 MN0014'SET IN THE TOP OF A CONCRETE POST.
 MN0014
 MN0014                          STATION RECOVERY (1938)
 MN0014
 MN0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MN0014'RECOVERED IN GOOD CONDITION.
 MN0014
 MN0014                          STATION RECOVERY (1984)
 MN0014
 MN0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MN0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0375 ***********************************************************************
 NP0375  DESIGNATION -  C 57
 NP0375  PID         -  NP0375
 NP0375  STATE/COUNTY-  NE/SIOUX
 NP0375  USGS QUAD   -  MARSLAND SW (1983)
 NP0375
 NP0375                         *CURRENT SURVEY CONTROL
 NP0375  ___________________________________________________________________
 NP0375* NAD 83(1986)-  42 17 36.     (N)    103 28 38.     (W)     SCALED    
 NP0375* NAVD 88     -      1389.546  (meters)    4558.87   (feet)  POSTED    
 NP0375  ___________________________________________________________________
 NP0375  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 NP0375  DYNAMIC HT  -        1388.680 (meters)    4556.03  (feet)  COMP
 NP0375  MODELED GRAV-     979,948.3   (mgal)                       NAVD 88
 NP0375
 NP0375  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NP0375
 NP0375.The horizontal coordinates were scaled from a topographic map and have
 NP0375.an estimated accuracy of +/- 6 seconds.
 NP0375
 NP0375.The orthometric height was determined by differential leveling
 NP0375.and adjusted by the National Geodetic Survey in 1992..
 NP0375.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NP0375.rate of 0.0 thru 1.0 mm/km.
 NP0375
 NP0375.The geoid height was determined by GEOID03.
 NP0375
 NP0375.The dynamic height is computed by dividing the NAVD 88
 NP0375.geopotential number by the normal gravity value computed on the
 NP0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0375.degrees latitude (g = 980.6199 gals.).
 NP0375
 NP0375.The modeled gravity was interpolated from observed gravity values.
 NP0375
 NP0375;                    North         East    Units  Estimated Accuracy
 NP0375;SPC NE       -   278,900.      213,380.      MT  (+/- 180 meters Scaled)
 NP0375
 NP0375                          SUPERSEDED SURVEY CONTROL
 NP0375
 NP0375  NGVD 29 (??/??/92) 1388.834  (m)         4556.53   (f) ADJ UNCH    2 0
 NP0375
 NP0375.Superseded values are not recommended for survey control.
 NP0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0375.See file dsdata.txt to determine how the superseded data were derived.
 NP0375
 NP0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG255834(NAD 83)
 NP0375_MARKER: DB = BENCH MARK DISK
 NP0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0375_STAMPING: C-57 1934
 NP0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0375+STABILITY: SURFACE MOTION
 NP0375
 NP0375  HISTORY     - Date     Condition        Report By
 NP0375  HISTORY     - 1934     MONUMENTED       CGS
 NP0375  HISTORY     - 1938     GOOD             NGS
 NP0375  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0375
 NP0375                          STATION DESCRIPTION
 NP0375
 NP0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NP0375'22.1 MI W FROM HEMINGFORD.
 NP0375'ALONG A COUNTY ROAD RUNNING INTO STATE HIGHWAY NO. 29 1.0 MILE
 NP0375'NORTH OF A SITE KNOWN AS ALDINE, 22.1 MILES WEST OF THE
 NP0375'POST OFFICE AT HEMINGFORD, 27 FEET SOUTH OF THE CENTER OF THE
 NP0375'ROAD, 1 FOOT SOUTH OF THE RIGHT OF WAY FENCE, 2 FEET WEST OF A
 NP0375'NORTH-SOUTH FENCE.  SET IN THE TOP OF A PRECASE CONCRETE
 NP0375'POST.
 NP0375
 NP0375                          STATION RECOVERY (1981)
 NP0375
 NP0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0407 ***********************************************************************
 NP0407  DESIGNATION -  C 58
 NP0407  PID         -  NP0407
 NP0407  STATE/COUNTY-  NE/SIOUX
 NP0407  USGS QUAD   -  AGATE (1979)
 NP0407
 NP0407                         *CURRENT SURVEY CONTROL
 NP0407  ___________________________________________________________________
 NP0407* NAD 83(1986)-  42 29 41.     (N)    103 48 52.     (W)     SCALED    
 NP0407* NAVD 88     -      1421.696  (meters)    4664.35   (feet)  POSTED    
 NP0407  ___________________________________________________________________
 NP0407  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 NP0407  DYNAMIC HT  -        1420.830 (meters)    4661.51  (feet)  COMP
 NP0407  MODELED GRAV-     979,963.4   (mgal)                       NAVD 88
 NP0407
 NP0407  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0407
 NP0407.The horizontal coordinates were scaled from a topographic map and have
 NP0407.an estimated accuracy of +/- 6 seconds.
 NP0407
 NP0407.The orthometric height was determined by differential leveling
 NP0407.and adjusted by the National Geodetic Survey in 1992..
 NP0407.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0407.rate of 1.1 thru 2.0 mm/km.
 NP0407
 NP0407.The geoid height was determined by GEOID03.
 NP0407
 NP0407.The dynamic height is computed by dividing the NAVD 88
 NP0407.geopotential number by the normal gravity value computed on the
 NP0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0407.degrees latitude (g = 980.6199 gals.).
 NP0407
 NP0407.The modeled gravity was interpolated from observed gravity values.
 NP0407
 NP0407;                    North         East    Units  Estimated Accuracy
 NP0407;SPC NE       -   302,410.      186,590.      MT  (+/- 180 meters Scaled)
 NP0407
 NP0407                          SUPERSEDED SURVEY CONTROL
 NP0407
 NP0407  NGVD 29 (??/??/92) 1420.984  (m)         4662.01   (f) ADJ UNCH    2 0
 NP0407
 NP0407.Superseded values are not recommended for survey control.
 NP0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0407.See file dsdata.txt to determine how the superseded data were derived.
 NP0407
 NP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH974053(NAD 83)
 NP0407_MARKER: DB = BENCH MARK DISK
 NP0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0407_STAMPING: C 58 1934
 NP0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0407+STABILITY: SURFACE MOTION
 NP0407
 NP0407  HISTORY     - Date     Condition        Report By
 NP0407  HISTORY     - 1934     MONUMENTED       CGS
 NP0407  HISTORY     - 1974     GOOD             USGS
 NP0407
 NP0407                          STATION DESCRIPTION
 NP0407
 NP0407'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0407'16.5 MI SE FROM HARRISON.
 NP0407'16.5 MI. SOUTH AND EAST ALONG HWY. 29 FROM HARRISON TO THE
 NP0407'BEGINNING OF A BEND IN THE HWY. AND A GRADED GRAVEL ROAD WEST,
 NP0407'THENCE WEST 0.9 MI. TO A CATTLEGUARD AND THE BENCHMARK.  THE
 NP0407'BENCHMARK IS 38 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 NP0407'3 FEET WEST OF THE NORTH-SOUTH FENCE.  A STANDARD DISK STAMPED
 NP0407'C 58 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- (THE
 NP0407'POST IS NOW PROJECTING ABOUT 18 IN BUT STILL SEEMS SOLID.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0067 ***********************************************************************
 MN0067  DESIGNATION -  C 59
 MN0067  PID         -  MN0067
 MN0067  STATE/COUNTY-  NE/DEUEL
 MN0067  USGS QUAD   -  CHAPPELL (1961)
 MN0067
 MN0067                         *CURRENT SURVEY CONTROL
 MN0067  ___________________________________________________________________
 MN0067* NAD 83(1986)-  41 04 30.     (N)    102 26 06.     (W)     SCALED    
 MN0067* NAVD 88     -      1119.427  (meters)    3672.65   (feet)  ADJUSTED  
 MN0067  ___________________________________________________________________
 MN0067  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 MN0067  DYNAMIC HT  -        1118.689 (meters)    3670.23  (feet)  COMP
 MN0067  MODELED GRAV-     979,926.4   (mgal)                       NAVD 88
 MN0067
 MN0067  VERT ORDER  -  SECOND    CLASS 0
 MN0067
 MN0067.The horizontal coordinates were scaled from a topographic map and have
 MN0067.an estimated accuracy of +/- 6 seconds.
 MN0067
 MN0067.The orthometric height was determined by differential leveling
 MN0067.and adjusted by the National Geodetic Survey in June 1991..
 MN0067
 MN0067.The geoid height was determined by GEOID03.
 MN0067
 MN0067.The dynamic height is computed by dividing the NAVD 88
 MN0067.geopotential number by the normal gravity value computed on the
 MN0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0067.degrees latitude (g = 980.6199 gals.).
 MN0067
 MN0067.The modeled gravity was interpolated from observed gravity values.
 MN0067
 MN0067;                    North         East    Units  Estimated Accuracy
 MN0067;SPC NE       -   140,740.      295,450.      MT  (+/- 180 meters Scaled)
 MN0067
 MN0067                          SUPERSEDED SURVEY CONTROL
 MN0067
 MN0067  NGVD 29 (??/??/92) 1118.939  (m)         3671.05   (f) ADJ UNCH    2 0
 MN0067
 MN0067.Superseded values are not recommended for survey control.
 MN0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0067.See file dsdata.txt to determine how the superseded data were derived.
 MN0067
 MN0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF154502(NAD 83)
 MN0067_MARKER: DB = BENCH MARK DISK
 MN0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0067_STAMPING: C 59 1934
 MN0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0067+STABILITY: SURFACE MOTION
 MN0067
 MN0067  HISTORY     - Date     Condition        Report By
 MN0067  HISTORY     - 1934     MONUMENTED       CGS
 MN0067  HISTORY     - 1960     MARK NOT FOUND   USGS
 MN0067
 MN0067                          STATION DESCRIPTION
 MN0067
 MN0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0067'2.3 MI SE FROM CHAPPELL.
 MN0067'2.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0067'STATION AT CHAPPELL, DEUEL COUNTY, 170 FEET EAST OF MILEPOST
 MN0067'378, OPPOSITE A SIGNAL BOX, AND 60 FEET EAST OF THE EAST RAIL OF
 MN0067'THE EAST DOUBLE TRACK.  A STANDARD DISK, STAMPED C 59 1934 AND
 MN0067'SET IN THE TOP OF A CONCRETE POST.
 MN0067
 MN0067                          STATION RECOVERY (1960)
 MN0067
 MN0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MN0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0584 ***********************************************************************
 ML0584  DESIGNATION -  C 6
 ML0584  PID         -  ML0584
 ML0584  STATE/COUNTY-  NE/CUSTER
 ML0584  USGS QUAD   -  SARGENT SE (1978)
 ML0584
 ML0584                         *CURRENT SURVEY CONTROL
 ML0584  ___________________________________________________________________
 ML0584* NAD 83(1986)-  41 35 57.     (N)    099 16 33.     (W)     SCALED    
 ML0584* NAVD 88     -       691.236  (meters)    2267.83   (feet)  ADJUSTED  
 ML0584  ___________________________________________________________________
 ML0584  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 ML0584  DYNAMIC HT  -         690.896 (meters)    2266.71  (feet)  COMP
 ML0584  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 ML0584
 ML0584  VERT ORDER  -  FIRST     CLASS II
 ML0584
 ML0584.The horizontal coordinates were scaled from a topographic map and have
 ML0584.an estimated accuracy of +/- 6 seconds.
 ML0584
 ML0584.The orthometric height was determined by differential leveling
 ML0584.and adjusted by the National Geodetic Survey in June 1991..
 ML0584
 ML0584.The geoid height was determined by GEOID03.
 ML0584
 ML0584.The dynamic height is computed by dividing the NAVD 88
 ML0584.geopotential number by the normal gravity value computed on the
 ML0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0584.degrees latitude (g = 980.6199 gals.).
 ML0584
 ML0584.The modeled gravity was interpolated from observed gravity values.
 ML0584
 ML0584;                    North         East    Units  Estimated Accuracy
 ML0584;SPC NE       -   196,310.      560,350.      MT  (+/- 180 meters Scaled)
 ML0584
 ML0584                          SUPERSEDED SURVEY CONTROL
 ML0584
 ML0584  NGVD 29 (??/??/92)  690.989  (m)         2267.02   (f) ADJ UNCH    1 2
 ML0584
 ML0584.Superseded values are not recommended for survey control.
 ML0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0584.See file dsdata.txt to determine how the superseded data were derived.
 ML0584
 ML0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM770053(NAD 83)
 ML0584_MARKER: DB = BENCH MARK DISK
 ML0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0584_STAMPING: C6
 ML0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0584+STABILITY: SURFACE MOTION
 ML0584
 ML0584  HISTORY     - Date     Condition        Report By
 ML0584  HISTORY     - UNK      MONUMENTED       BOR
 ML0584  HISTORY     - 1950     GOOD             NGS
 ML0584
 ML0584                          STATION DESCRIPTION
 ML0584
 ML0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0584'3.4 MI NW FROM COMSTOCK.
 ML0584'3.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0584'RAILROAD FROM THE STATION AT COMSTOCK, 6 POLES SOUTHEAST OF
 ML0584'MILEPOST 68, 14 1/2 RAILS SOUTHEAST OF A PRIVATE ROAD CROSSING,
 ML0584'47 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.4 FEET SOUTHWEST OF
 ML0584'A FENCE, 1.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0584'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0767 ***********************************************************************
 LH0767  DESIGNATION -  C 6
 LH0767  PID         -  LH0767
 LH0767  STATE/COUNTY-  NE/DAWSON
 LH0767  USGS QUAD   -  LEXINGTON EAST (1983)
 LH0767
 LH0767                         *CURRENT SURVEY CONTROL
 LH0767  ___________________________________________________________________
 LH0767* NAD 83(1986)-  40 46 36.     (N)    099 44 28.     (W)     SCALED    
 LH0767* NAVD 88     -       728.637  (meters)    2390.54   (feet)  ADJUSTED  
 LH0767  ___________________________________________________________________
 LH0767  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 LH0767  DYNAMIC HT  -         728.211 (meters)    2389.14  (feet)  COMP
 LH0767  MODELED GRAV-     980,015.9   (mgal)                       NAVD 88
 LH0767
 LH0767  VERT ORDER  -  FIRST     CLASS II
 LH0767
 LH0767.The horizontal coordinates were scaled from a topographic map and have
 LH0767.an estimated accuracy of +/- 6 seconds.
 LH0767
 LH0767.The orthometric height was determined by differential leveling
 LH0767.and adjusted by the National Geodetic Survey in June 1991..
 LH0767
 LH0767.The geoid height was determined by GEOID03.
 LH0767
 LH0767.The dynamic height is computed by dividing the NAVD 88
 LH0767.geopotential number by the normal gravity value computed on the
 LH0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0767.degrees latitude (g = 980.6199 gals.).
 LH0767
 LH0767.The modeled gravity was interpolated from observed gravity values.
 LH0767
 LH0767;                    North         East    Units  Estimated Accuracy
 LH0767;SPC NE       -   104,770.      521,850.      MT  (+/- 180 meters Scaled)
 LH0767
 LH0767                          SUPERSEDED SURVEY CONTROL
 LH0767
 LH0767  NGVD 29 (02/14/92)  728.362  (m)         2389.63   (f) ADJUSTED    1 2
 LH0767
 LH0767.Superseded values are not recommended for survey control.
 LH0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0767.See file dsdata.txt to determine how the superseded data were derived.
 LH0767
 LH0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML374142(NAD 83)
 LH0767_MARKER: DB = BENCH MARK DISK
 LH0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0767_SP_SET: CONCRETE POST
 LH0767_STAMPING: C 6 1933 2389.634
 LH0767_MARK LOGO: CGS   
 LH0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0767+STABILITY: SURFACE MOTION
 LH0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0767+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1992
 LH0767
 LH0767  HISTORY     - Date     Condition        Report By
 LH0767  HISTORY     - 1933     MONUMENTED       CGS
 LH0767  HISTORY     - 1950     GOOD             NGS
 LH0767  HISTORY     - 1986     GOOD             NGS
 LH0767  HISTORY     - 19910920 GOOD             NGS
 LH0767  HISTORY     - 19920710 GOOD             LOCSUR
 LH0767  HISTORY     - 20060514 POOR             GEOCAC
 LH0767
 LH0767                          STATION DESCRIPTION
 LH0767
 LH0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0767'AT LEXINGTON.
 LH0767'AT LEXINGTON, DAWSON COUNTY, ABOUT 240 FEET EAST OF THE UNION
 LH0767'PACIFIC RAILROAD STATION, ABOUT 131 FEET NORTH OF THE NORTH
 LH0767'RAIL OF THE NORTH MAIN TRACK, 63.5 FEET WEST OF THE CENTER
 LH0767'LINE OF A STREET, AT THE SOUTHEAST CORNER OF A SMALL PARK, 22.4
 LH0767'FEET WEST OF THE EAST IRON FENCE, AND 17 FEET NORTH OF THE
 LH0767'SOUTH IRON FENCE.  A STANDARD DISK, STAMPED 2389.634 C 6 1933
 LH0767'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 LH0767'ABOVE GROUND.
 LH0767
 LH0767                          STATION RECOVERY (1950)
 LH0767
 LH0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LH0767'RECOVERED IN GOOD CONDITION.
 LH0767
 LH0767                          STATION RECOVERY (1986)
 LH0767
 LH0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0767'RECOVERED IN GOOD CONDITION.
 LH0767
 LH0767                          STATION RECOVERY (1991)
 LH0767
 LH0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0767'IN LEXINGTON, AT THE INTERSECTION OF WASHINGTON STREET AND U.S.
 LH0767'HIGHWAY 30, NEAR THE SOUTHEAST CORNER OF CENTENNIAL PARK, 28.4 M
 LH0767'(93.2 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 LH0767'HIGHWAY, 18.9 M (62.0 FT) WEST OF AND LEVEL WITH THE STREET CENTER,
 LH0767'6.7 M (22.0 FT) SOUTHWEST OF UTILITY POLE NUMBER 2001 WITH A METER
 LH0767'ATTACHED, 5.4 M (17.7 FT) NORTH OF A CHAIN-LINK FENCE, AND THE
 LH0767'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH0767
 LH0767                          STATION RECOVERY (1992)
 LH0767
 LH0767'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992
 LH0767'IN LEXINGTON, AT THE INTERSECTION OF WASHINGTON STREET AND U.S.
 LH0767'HIGHWAY 30, NEAR THE SOUTHEAST CORNER OF CENTENNIAL PARK, 28.4 M
 LH0767'(93.2 FT) SOUTH FROM THE CENTERLINE OF THE EASTBOUND LANES OF THE
 LH0767'HIGHWAY, 18.9 M (62.0 FT) WEST OF AND LEVEL WITH THE STREET CENTER,
 LH0767'6.7 M (22.0 FT) SOUTHWEST FROM UTILITY POLE NUMBER 2001 WITH A METER
 LH0767'ATTACHED, 5.4 M (17.7 FT) NORTH OF A CHAIN-LINK FENCE AND THE CONCRETE
 LH0767'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH0767
 LH0767                          STATION RECOVERY (2006)
 LH0767
 LH0767'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0767'THE DISK IS BADLY WORN AND NICKED, AND THE STAMPING IS BARELY
 LH0767'DISCERNABLE.  HANDHELD COORDINATES ARE N40-46-34.86 W099-44-30.54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0824 ***********************************************************************
 LH0824  DESIGNATION -  C 60 RESET
 LH0824  PID         -  LH0824
 LH0824  STATE/COUNTY-  NE/DAWSON
 LH0824  USGS QUAD   -  LEXINGTON EAST (1983)
 LH0824
 LH0824                         *CURRENT SURVEY CONTROL
 LH0824  ___________________________________________________________________
 LH0824* NAD 83(1986)-  40 51 59.     (N)    099 44 56.     (W)     SCALED    
 LH0824* NAVD 88     -       742.86   (meters)    2437.2    (feet)  RESET     
 LH0824  ___________________________________________________________________
 LH0824  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 LH0824
 LH0824  VERT ORDER  -  THIRD
 LH0824
 LH0824.The horizontal coordinates were scaled from a topographic map and have
 LH0824.an estimated accuracy of +/- 6 seconds.
 LH0824
 LH0824.The orthometric height was computed from unverified reset data.
 LH0824
 LH0824.The geoid height was determined by GEOID03.
 LH0824
 LH0824;                    North         East    Units  Estimated Accuracy
 LH0824;SPC NE       -   114,730.      521,160.      MT  (+/- 180 meters Scaled)
 LH0824
 LH0824                          SUPERSEDED SURVEY CONTROL
 LH0824
 LH0824  NGVD 29 (??/??/??)  742.58   (m)         2436.3    (f) RESET       3  
 LH0824
 LH0824.Superseded values are not recommended for survey control.
 LH0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0824.See file dsdata.txt to determine how the superseded data were derived.
 LH0824
 LH0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML368241(NAD 83)
 LH0824_MARKER: DB = BENCH MARK DISK
 LH0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0824_STAMPING: C 60 RESET 1968
 LH0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0824+STABILITY: SURFACE MOTION
 LH0824
 LH0824  HISTORY     - Date     Condition        Report By
 LH0824  HISTORY     - 1968     MONUMENTED       LOCSUR
 LH0824
 LH0824                          STATION DESCRIPTION
 LH0824
 LH0824'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 LH0824'6.2 MI N FROM LEXINGTON.
 LH0824'6.2 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0824'AT LEXINGTON, 0.4 MILE NORTH OF THE CROSSING OF AN EAST-WEST
 LH0824'ROAD, 79.4 FEET WEST OF THE EAST QUARTER CORNER OF SECTION 6,
 LH0824'T 10 N, R 21 W, 65 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LH0824'2 FEET SOUTH OF A FENCE LINE, BELIEVED TO BE SET IN THE TOP
 LH0824'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0167 ***********************************************************************
 NP0167  DESIGNATION -  C 61
 NP0167  PID         -  NP0167
 NP0167  STATE/COUNTY-  NE/BOX BUTTE
 NP0167  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0167
 NP0167                         *CURRENT SURVEY CONTROL
 NP0167  ___________________________________________________________________
 NP0167* NAD 83(1986)-  42 05 46.     (N)    102 46 52.     (W)     SCALED    
 NP0167* NAVD 88     -      1206.060  (meters)    3956.88   (feet)  ADJUSTED  
 NP0167  ___________________________________________________________________
 NP0167  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 NP0167  DYNAMIC HT  -        1205.363 (meters)    3954.60  (feet)  COMP
 NP0167  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 NP0167
 NP0167  VERT ORDER  -  SECOND    CLASS 0
 NP0167
 NP0167.The horizontal coordinates were scaled from a topographic map and have
 NP0167.an estimated accuracy of +/- 6 seconds.
 NP0167
 NP0167.The orthometric height was determined by differential leveling
 NP0167.and adjusted by the National Geodetic Survey in June 1991..
 NP0167
 NP0167.The geoid height was determined by GEOID03.
 NP0167
 NP0167.The dynamic height is computed by dividing the NAVD 88
 NP0167.geopotential number by the normal gravity value computed on the
 NP0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0167.degrees latitude (g = 980.6199 gals.).
 NP0167
 NP0167.The modeled gravity was interpolated from observed gravity values.
 NP0167
 NP0167;                    North         East    Units  Estimated Accuracy
 NP0167;SPC NE       -   254,930.      270,040.      MT  (+/- 180 meters Scaled)
 NP0167
 NP0167                          SUPERSEDED SURVEY CONTROL
 NP0167
 NP0167  NGVD 29 (??/??/92) 1205.486  (m)         3955.00   (f) ADJ UNCH    2 0
 NP0167
 NP0167.Superseded values are not recommended for survey control.
 NP0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0167.See file dsdata.txt to determine how the superseded data were derived.
 NP0167
 NP0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG834628(NAD 83)
 NP0167_MARKER: DB = BENCH MARK DISK
 NP0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0167_STAMPING: C 61 1934
 NP0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0167+STABILITY: SURFACE MOTION
 NP0167
 NP0167  HISTORY     - Date     Condition        Report By
 NP0167  HISTORY     - 1934     MONUMENTED       CGS
 NP0167  HISTORY     - 1940     GOOD             NGS
 NP0167
 NP0167                          STATION DESCRIPTION
 NP0167
 NP0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NP0167'4.6 MI E FROM ALLIANCE.
 NP0167'4.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0167'FROM THE STATION AT ALLIANCE, BOX BUTTE COUNTY, 19 RAILS EAST OF
 NP0167'MILEPOST 361, AT A ROAD CROSSING, 45.4 FEET SOUTH OF THE SOUTH
 NP0167'RAIL, 41.3 FEET WEST OF THE CENTERLINE OF THE ROAD, 5.0 FEET
 NP0167'NORTHWEST OF A FENCE CORNER, 2.5 FEET NORTH OF THE RIGHT-OF-WAY
 NP0167'FENCE, AND 3.0 FEET EAST OF A 4- BY 4-INCH WHITE POST PROJECTING
 NP0167'2.0 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED C 61 1934 AND
 NP0167'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE
 NP0167'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0108 ***********************************************************************
 NO0108  DESIGNATION -  C 63
 NO0108  PID         -  NO0108
 NO0108  STATE/COUNTY-  NE/HOOKER
 NO0108  USGS QUAD   -  SENECA SW (1988)
 NO0108
 NO0108                         *CURRENT SURVEY CONTROL
 NO0108  ___________________________________________________________________
 NO0108* NAD 83(1986)-  42 02 36.     (N)    100 55 33.     (W)     SCALED    
 NO0108* NAVD 88     -       931.970  (meters)    3057.64   (feet)  ADJUSTED  
 NO0108  ___________________________________________________________________
 NO0108  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 NO0108  DYNAMIC HT  -         931.477 (meters)    3056.02  (feet)  COMP
 NO0108  MODELED GRAV-     980,062.0   (mgal)                       NAVD 88
 NO0108
 NO0108  VERT ORDER  -  SECOND    CLASS 0
 NO0108
 NO0108.The horizontal coordinates were scaled from a topographic map and have
 NO0108.an estimated accuracy of +/- 6 seconds.
 NO0108
 NO0108.The orthometric height was determined by differential leveling
 NO0108.and adjusted by the National Geodetic Survey in June 1991..
 NO0108
 NO0108.The geoid height was determined by GEOID03.
 NO0108
 NO0108.The dynamic height is computed by dividing the NAVD 88
 NO0108.geopotential number by the normal gravity value computed on the
 NO0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0108.degrees latitude (g = 980.6199 gals.).
 NO0108
 NO0108.The modeled gravity was interpolated from observed gravity values.
 NO0108
 NO0108;                    North         East    Units  Estimated Accuracy
 NO0108;SPC NE       -   245,780.      423,370.      MT  (+/- 180 meters Scaled)
 NO0108
 NO0108                          SUPERSEDED SURVEY CONTROL
 NO0108
 NO0108  NGVD 29 (??/??/92)  931.629  (m)         3056.52   (f) ADJ UNCH    2 0
 NO0108
 NO0108.Superseded values are not recommended for survey control.
 NO0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0108.See file dsdata.txt to determine how the superseded data were derived.
 NO0108
 NO0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM406563(NAD 83)
 NO0108_MARKER: DB = BENCH MARK DISK
 NO0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0108_STAMPING: C 63 1934
 NO0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0108+STABILITY: SURFACE MOTION
 NO0108
 NO0108  HISTORY     - Date     Condition        Report By
 NO0108  HISTORY     - 1934     MONUMENTED       CGS
 NO0108  HISTORY     - 19851008 GOOD             USPSQD
 NO0108
 NO0108                          STATION DESCRIPTION
 NO0108
 NO0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0108'6.1 MI E FROM MULLEN.
 NO0108'6.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0108'FROM THE STATION AT MULLEN, HOOKER COUNTY, OPPOSITE THE STATION
 NO0108'SIGN AT KELSO, AT MILEAGE 262.5, 26.2 FEET NORTH OF THE NORTH
 NO0108'RAIL, AND 14.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 NO0108'TELEPHONE BOOTH.  A STANDARD DISK, STAMPED C 63 1934 AND SET
 NO0108'IN THE TOP OF A CONCRETE POST.
 NO0108
 NO0108                          STATION RECOVERY (1985)
 NO0108
 NO0108'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 NO0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4111 ***********************************************************************
 AB4111  CBN         -  This is a Cooperative Base Network Control Station.
 AB4111  DESIGNATION -  C 63
 AB4111  PID         -  AB4111
 AB4111  STATE/COUNTY-  NE/SHERIDAN
 AB4111  USGS QUAD   -  GREEN LAKE (1989)
 AB4111
 AB4111                         *CURRENT SURVEY CONTROL
 AB4111  ___________________________________________________________________
 AB4111* NAD 83(1995)-  42 21 39.85167(N)    102 18 07.33556(W)     ADJUSTED  
 AB4111* NAVD 88     -      1189.4    (meters)    3902.     (feet)  GPS OBS   
 AB4111  ___________________________________________________________________
 AB4111  X           -  -1,005,866.430 (meters)                     COMP
 AB4111  Y           -  -4,612,531.888 (meters)                     COMP
 AB4111  Z           -   4,276,112.993 (meters)                     COMP
 AB4111  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AB4111  ELLIP HEIGHT-        1170.95  (meters)          (09/24/01) GPS OBS
 AB4111  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 AB4111
 AB4111  HORZ ORDER  -  B
 AB4111  ELLP ORDER  -  FOURTH    CLASS I
 AB4111
 AB4111.The horizontal coordinates were established by GPS observations
 AB4111.and adjusted by the National Geodetic Survey in June 1996..
 AB4111
 AB4111.The orthometric height was determined by GPS observations and a
 AB4111.high-resolution geoid model.
 AB4111
 AB4111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4111
 AB4111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4111
 AB4111.The ellipsoidal height was determined by GPS observations
 AB4111.and is referenced to NAD 83.
 AB4111
 AB4111.The geoid height was determined by GEOID03.
 AB4111
 AB4111;                    North         East     Units Scale Factor Converg.
 AB4111;SPC NE       -   283,177.619   310,422.445   MT  0.99977004   -1 31 32.0
 AB4111;UTM  13      - 4,693,392.703   722,178.924   MT  1.00020740   +1 49 07.1
 AB4111
 AB4111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4111!SPC NE       -   0.99981639  x   0.99977004  =   0.99958647
 AB4111!UTM  13      -   0.99981639  x   1.00020740  =   1.00002375
 AB4111
 AB4111                          SUPERSEDED SURVEY CONTROL
 AB4111
 AB4111  ELLIP H (06/25/96) 1171.00   (m)                       GP(       ) 1 1
 AB4111
 AB4111.Superseded values are not recommended for survey control.
 AB4111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4111.See file dsdata.txt to determine how the superseded data were derived.
 AB4111
 AB4111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2217993393(NAD 83)
 AB4111_MARKER: DB = BENCH MARK DISK
 AB4111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4111_STAMPING: C 63 1946
 AB4111_MARK LOGO: USGS  
 AB4111_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB4111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4111+STABILITY: SURFACE MOTION
 AB4111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4111+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1995
 AB4111
 AB4111  HISTORY     - Date     Condition        Report By
 AB4111  HISTORY     - 1946     MONUMENTED       USGS
 AB4111  HISTORY     - 19950518 GOOD             NGS
 AB4111
 AB4111                          STATION DESCRIPTION
 AB4111
 AB4111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4111'THE MARK IS LOCATED ABOUT 31.5 MI (50.7 KM) SOUTH OF GORDON, 20.0 MI
 AB4111'(32.2 KM) NORTH OF ELLSWORTH, 5.0 MI (8.0 KM) WEST OF STATE HIGHWAY
 AB4111'27, AT THE DISTRICT 133, GOLDEN RULE SCHOOL, ON THE WEST RIGHT-OF-WAY
 AB4111'OF A COUNTY ROAD AND IN THE SE1/4, SEC35, T28N, R43W.  TO REACH THE
 AB4111'MARK FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 27 AT ELLSWORTH, GO
 AB4111'NORTH ON HIGHWAY 27 FOR 23.1 MI (37.2 KM) TO THE SHERIDAN COUNTY LINE.
 AB4111'CONTINUE NORTH FOR 1.2 MI (1.9 KM) TO THE MARI SANDOZ HISTORICAL
 AB4111'MARKER ON THE RIGHT.  CONTINUE NORTH FOR 0.8 MI (1.3 KM) TO A SIDE
 AB4111'ROAD ON THE LEFT AND A SIGN FOR THE SMITH LAKE STATE WILDLIFE
 AB4111'MANAGEMENT AREA.  TURN LEFT AND GO WEST ON A ONE-LANE, PAVED ROAD FOR
 AB4111'5.3 MI (8.5 KM) TO A SIDE ROAD RIGHT.  CONTINUE WEST FOR 0.25 MI (0.40
 AB4111'KM) TO SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.15 MI
 AB4111'(0.24 KM) TO THE SCHOOL AND THE MARK ON THE RIGHT, AT THE SOUTHEAST
 AB4111'CORNER OF THE SCHOOL YARD.  THE DISK, A STANDARD USGS BENCH MARK
 AB4111'TABLET, IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 AB4111'PROJECTS ABOUT 0.3 FT (9.1 CM) ABOVE THE GROUND.  IT IS 122.6 FT (37.4
 AB4111'M) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE SCHOOL BUILDING,
 AB4111'27.0 FT (8.2 M) WEST OF THE CENTERLINE OF THE ROAD, 10.5 FT (3.2 M)
 AB4111'EAST-NORTHEAST OF A BURIED CABLE SIGN POST AT A FENCE CORNER, 2.2 FT
 AB4111'(0.7 M) NORTHWEST OF THE END POST OF A STUB FENCE, 1.2 FT (0.4 M)
 AB4111'NORTH OF A WITNESS POST AND STUB FENCE AND ABOUT LEVEL WITH THE ROAD.
 AB4111'REBAR WAS SET AT THE NORTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0010 ***********************************************************************
 MM0010  DESIGNATION -  C 64
 MM0010  PID         -  MM0010
 MM0010  STATE/COUNTY-  NE/BLAINE
 MM0010  USGS QUAD   -  DUNNING SW (1986)
 MM0010
 MM0010                         *CURRENT SURVEY CONTROL
 MM0010  ___________________________________________________________________
 MM0010* NAD 83(1986)-  41 52 28.     (N)    100 12 20.     (W)     SCALED    
 MM0010* NAVD 88     -       813.024  (meters)    2667.40   (feet)  ADJUSTED  
 MM0010  ___________________________________________________________________
 MM0010  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 MM0010  DYNAMIC HT  -         812.615 (meters)    2666.05  (feet)  COMP
 MM0010  MODELED GRAV-     980,091.2   (mgal)                       NAVD 88
 MM0010
 MM0010  VERT ORDER  -  SECOND    CLASS 0
 MM0010
 MM0010.The horizontal coordinates were scaled from a topographic map and have
 MM0010.an estimated accuracy of +/- 6 seconds.
 MM0010
 MM0010.The orthometric height was determined by differential leveling
 MM0010.and adjusted by the National Geodetic Survey in June 1991..
 MM0010
 MM0010.The geoid height was determined by GEOID03.
 MM0010
 MM0010.The dynamic height is computed by dividing the NAVD 88
 MM0010.geopotential number by the normal gravity value computed on the
 MM0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0010.degrees latitude (g = 980.6199 gals.).
 MM0010
 MM0010.The modeled gravity was interpolated from observed gravity values.
 MM0010
 MM0010;                    North         East    Units  Estimated Accuracy
 MM0010;SPC NE       -   226,640.      482,940.      MT  (+/- 180 meters Scaled)
 MM0010
 MM0010                          SUPERSEDED SURVEY CONTROL
 MM0010
 MM0010  NGVD 29 (??/??/92)  812.736  (m)         2666.45   (f) ADJ UNCH    2 0
 MM0010
 MM0010.Superseded values are not recommended for survey control.
 MM0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0010.See file dsdata.txt to determine how the superseded data were derived.
 MM0010
 MM0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM999365(NAD 83)
 MM0010_MARKER: DB = BENCH MARK DISK
 MM0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0010_STAMPING: C 64 1934
 MM0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0010+STABILITY: SURFACE MOTION
 MM0010
 MM0010  HISTORY     - Date     Condition        Report By
 MM0010  HISTORY     - 1934     MONUMENTED       CGS
 MM0010  HISTORY     - 19850808 MARK NOT FOUND   USPSQD
 MM0010
 MM0010                          STATION DESCRIPTION
 MM0010
 MM0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0010'3.9 MI SW FROM HALSEY.
 MM0010'IN BLAINE COUNTY, 3.9 MILES SOUTHEAST ALONG THE CHICAGO,
 MM0010'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT HALSEY,
 MM0010'THOMAS COUNTY, 16 RAILS EAST OF THE EAST END OF THE EDBELL
 MM0010'STATION, AT A ROAD CROSSING, 37.4 FEET NORTH OF THE NORTH RAIL,
 MM0010'20.0 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 6.2 FEET EAST
 MM0010'OF A POLE.  A STANDARD DISK, STAMPED C 64 1934 AND SET IN
 MM0010'THE TOP OF A CONCRETE POST.
 MM0010
 MM0010                          STATION RECOVERY (1985)
 MM0010
 MM0010'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0175 ***********************************************************************
 MM0175  DESIGNATION -  C 65
 MM0175  PID         -  MM0175
 MM0175  STATE/COUNTY-  NE/LOGAN
 MM0175  USGS QUAD   -  CODY LAKE (1986)
 MM0175
 MM0175                         *CURRENT SURVEY CONTROL
 MM0175  ___________________________________________________________________
 MM0175* NAD 83(1986)-  41 36 19.     (N)    100 31 48.     (W)     SCALED    
 MM0175* NAVD 88     -       924.927  (meters)    3034.53   (feet)  ADJUSTED  
 MM0175  ___________________________________________________________________
 MM0175  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 MM0175  DYNAMIC HT  -         924.417 (meters)    3032.86  (feet)  COMP
 MM0175  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 MM0175
 MM0175  VERT ORDER  -  SECOND    CLASS 0
 MM0175
 MM0175.The horizontal coordinates were scaled from a topographic map and have
 MM0175.an estimated accuracy of +/- 6 seconds.
 MM0175
 MM0175.The orthometric height was determined by differential leveling
 MM0175.and adjusted by the National Geodetic Survey in June 1991..
 MM0175
 MM0175.The geoid height was determined by GEOID03.
 MM0175
 MM0175.The dynamic height is computed by dividing the NAVD 88
 MM0175.geopotential number by the normal gravity value computed on the
 MM0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0175.degrees latitude (g = 980.6199 gals.).
 MM0175
 MM0175.The modeled gravity was interpolated from observed gravity values.
 MM0175
 MM0175;                    North         East    Units  Estimated Accuracy
 MM0175;SPC NE       -   196,870.      455,830.      MT  (+/- 180 meters Scaled)
 MM0175
 MM0175                          SUPERSEDED SURVEY CONTROL
 MM0175
 MM0175  NGVD 29 (??/??/92)  924.614  (m)         3033.50   (f) ADJ UNCH    2 0
 MM0175
 MM0175.Superseded values are not recommended for survey control.
 MM0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0175.See file dsdata.txt to determine how the superseded data were derived.
 MM0175
 MM0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM725070(NAD 83)
 MM0175_MARKER: DB = BENCH MARK DISK
 MM0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0175_STAMPING: C 65 1934
 MM0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0175+STABILITY: SURFACE MOTION
 MM0175
 MM0175  HISTORY     - Date     Condition        Report By
 MM0175  HISTORY     - 1934     MONUMENTED       CGS
 MM0175
 MM0175                          STATION DESCRIPTION
 MM0175
 MM0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0175'10 MI N FROM STAPLETON.
 MM0175'ABOUT 10.0 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0175'PACIFIC RAILROAD STATION AT STAPLETON, LOGAN COUNTY, ABOUT 15.0
 MM0175'MILES SOUTH OF THE BRIDGE OVER DISMAL RIVER, ABOUT 0.3 MILE
 MM0175'SOUTH OF A RANCHHOUSE, 19.7 FEET EAST OF THE CENTER LINE OF THE
 MM0175'HIGHWAY, 2.1 FEET NORTH OF AN EAST-AND-WEST FENCE, AND 1.6
 MM0175'FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 MM0175'STAMPED C 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0891 ***********************************************************************
 ML0891  DESIGNATION -  C 67
 ML0891  PID         -  ML0891
 ML0891  STATE/COUNTY-  NE/BLAINE
 ML0891  USGS QUAD   -  BREWSTER (1978)
 ML0891
 ML0891                         *CURRENT SURVEY CONTROL
 ML0891  ___________________________________________________________________
 ML0891* NAD 83(1986)-  41 59 22.     (N)    099 51 32.     (W)     SCALED    
 ML0891* NAVD 88     -       771.520  (meters)    2531.23   (feet)  ADJUSTED  
 ML0891  ___________________________________________________________________
 ML0891  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ML0891  DYNAMIC HT  -         771.150 (meters)    2530.01  (feet)  COMP
 ML0891  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 ML0891
 ML0891  VERT ORDER  -  SECOND    CLASS 0
 ML0891
 ML0891.The horizontal coordinates were scaled from a topographic map and have
 ML0891.an estimated accuracy of +/- 6 seconds.
 ML0891
 ML0891.The orthometric height was determined by differential leveling
 ML0891.and adjusted by the National Geodetic Survey in June 1991..
 ML0891
 ML0891.The geoid height was determined by GEOID03.
 ML0891
 ML0891.The dynamic height is computed by dividing the NAVD 88
 ML0891.geopotential number by the normal gravity value computed on the
 ML0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0891.degrees latitude (g = 980.6199 gals.).
 ML0891
 ML0891.The modeled gravity was interpolated from observed gravity values.
 ML0891
 ML0891;                    North         East    Units  Estimated Accuracy
 ML0891;SPC NE       -   239,400.      511,690.      MT  (+/- 180 meters Scaled)
 ML0891
 ML0891                          SUPERSEDED SURVEY CONTROL
 ML0891
 ML0891  NGVD 29 (??/??/92)  771.232  (m)         2530.28   (f) ADJ UNCH    2 0
 ML0891
 ML0891.Superseded values are not recommended for survey control.
 ML0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0891.See file dsdata.txt to determine how the superseded data were derived.
 ML0891
 ML0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM288489(NAD 83)
 ML0891_MARKER: DB = BENCH MARK DISK
 ML0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0891_STAMPING: C-67 1935
 ML0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0891+STABILITY: SURFACE MOTION
 ML0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0891+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1988
 ML0891
 ML0891  HISTORY     - Date     Condition        Report By
 ML0891  HISTORY     - 1935     MONUMENTED       CGS
 ML0891  HISTORY     - 1968     GOOD             USGS
 ML0891  HISTORY     - 19880525 MARK NOT FOUND   NGS
 ML0891
 ML0891                          STATION DESCRIPTION
 ML0891
 ML0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0891'3.9 MI N FROM BREWSTER.
 ML0891'3.9 MILES NORTH OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0891'HIGHWAY 7 BETWEEN BREWSTER AND AINSWORTH, 47.5 FEET WEST OF THE
 ML0891'CENTER LINE OF THE HIGHWAY, 39.0 FEET NORTH OF LINE FENCE, 6.0
 ML0891'FEET NORTH OF THE NORTH END OF FIELD ENTRANCE TO FARM BUILDINGS
 ML0891'WHICH ARE 0.5 MILE WEST OF THE HIGHWAY, AND 2.5 FEET EAST OF
 ML0891'RIGHT OF WAY FENCE.
 ML0891
 ML0891                          STATION RECOVERY (1968)
 ML0891
 ML0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 ML0891'RECOVERED IN GOOD CONDITION.
 ML0891
 ML0891                          STATION RECOVERY (1988)
 ML0891
 ML0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 ML0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0586 ***********************************************************************
 NP0586  DESIGNATION -  C 67
 NP0586  PID         -  NP0586
 NP0586  STATE/COUNTY-  NE/CHERRY
 NP0586  USGS QUAD   -  BOVEE VALLEY EAST (1969)
 NP0586
 NP0586                         *CURRENT SURVEY CONTROL
 NP0586  ___________________________________________________________________
 NP0586* NAD 83(1995)-  42 30 36.52842(N)    102 04 00.15849(W)     ADJUSTED  
 NP0586* NAVD 88     -      1153.4    (meters)    3784.     (feet)  VERTCON   
 NP0586  ___________________________________________________________________
 NP0586  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 NP0586  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 NP0586
 NP0586  HORZ ORDER  -  SECOND
 NP0586  VERT ORDER  -  THIRD ? (See Below)
 NP0586
 NP0586.The horizontal coordinates were established by classical geodetic methods
 NP0586.and adjusted by the National Geodetic Survey in August 1997..
 NP0586
 NP0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0586.The vertical order pertains to the NGVD 29 superseded value.
 NP0586
 NP0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0586
 NP0586.The geoid height was determined by GEOID03.
 NP0586
 NP0586;                    North         East     Units Scale Factor Converg.
 NP0586;SPC NE       -   299,239.509   330,193.929   MT  0.99981241   -1 22 10.6
 NP0586;UTM  13      - 4,710,590.025   740,987.372   MT  1.00031458   +1 58 58.9
 NP0586;UTM  14      - 4,710,978.235   248,050.357   MT  1.00038108   -2 04 24.0
 NP0586
 NP0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0586!SPC NE       -   0.99982205  x   0.99981241  =   0.99963449
 NP0586!UTM  13      -   0.99982205  x   1.00031458  =   1.00013658
 NP0586!UTM  14      -   0.99982205  x   1.00038108  =   1.00020306
 NP0586
 NP0586                          SUPERSEDED SURVEY CONTROL
 NP0586
 NP0586  NAD 83(1986)-  42 30 36.51987(N)    102 04 00.16158(W) AD(       ) 2
 NP0586  NAD 27      -  42 30 36.54695(N)    102 03 58.51749(W) AD(       ) 2
 NP0586  NGVD 29 (07/19/86) 1152.9    (m)         3782.     (f) LEVELING    3  
 NP0586
 NP0586.Superseded values are not recommended for survey control.
 NP0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0586.See file dsdata.txt to determine how the superseded data were derived.
 NP0586
 NP0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH4098710590(NAD 83)
 NP0586_MARKER: DB = BENCH MARK DISK
 NP0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0586
 NP0586  HISTORY     - Date     Condition        Report By
 NP0586  HISTORY     - 1968     MONUMENTED       USGS
 NP0586
 NP0586                          STATION DESCRIPTION
 NP0586
 NP0586'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NP0586'A STANDARD USGS BM DISK STAMPED C67 1946 SET IN AN 8-INCH BY
 NP0586'8-INCH CONCRETE POST THAT PROJECTS 4 INCHES.
 NP0586'
 NP0586'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0586'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO SOUTH
 NP0586'ON NO. 27 FOR 11.5 MILES TO THE BRIDGE OVER THE NIOBRARA
 NP0586'RIVER.  CONTINUE SOUTH ON NO. 27 FOR 9.5 MILES TO AN AUTO
 NP0586'GATE WITH SEVERAL SIGNS ON IT AND A LARGE MAIL BOX WITH THE
 NP0586'NAME WILMER RUSSELL ON THE LEFT.  THEN LEFT (EAST) ON A SAND
 NP0586'ROAD FOR 4.0 MILES TO A SCHOOL HOUSE ON THE LEFT.  CONTINUE
 NP0586'EASTERLY FOR 3.25 MILES TO A CATTLE GUARD.  PASS THROUGH
 NP0586'CATTLE GUARD, CONTINUE EASTERLY, FOR 0.5 MILE TO ANOTHER
 NP0586'CATTLE GUARD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NP0586'EASTERLY FOR 0.7 MILE TO A FORK AND A SIGN ON THE RIGHT.
 NP0586'THEN LEFT FORK FOR 0.1 MILE.  THEN LEAVE THE MAIN TRAVELED
 NP0586'ROAD, TAKE THE LEFT FORK ACROSS A MEADOW, THROUGH A VERY
 NP0586'SANDY PASS (NORTH) THEN WESTERLY FOR 1.35 MILES TO RANCH
 NP0586'BUILDINGS ON THE RIGHT.  TURN LEFT, SOUTH, FOR 0.05 MILE.
 NP0586'THEN RIGHT, WEST, KEEPING TO THE SOUTH OF A WIRE FENCE FOR
 NP0586'0.3 MILE.  THEN BEAR LEFT, SOUTHERLY, FOR 0.3 MILE TO THE
 NP0586'HIGHEST POINT OF THE DUNE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0522 ***********************************************************************
 NN0522  DESIGNATION -  C 68
 NN0522  PID         -  NN0522
 NN0522  STATE/COUNTY-  NE/BROWN
 NN0522  USGS QUAD   -  AINSWORTH SW (1954)
 NN0522
 NN0522                         *CURRENT SURVEY CONTROL
 NN0522  ___________________________________________________________________
 NN0522* NAD 83(1986)-  42 33 33.     (N)    099 59 18.     (W)     SCALED    
 NN0522* NAVD 88     -       782.310  (meters)    2566.63   (feet)  ADJUSTED  
 NN0522  ___________________________________________________________________
 NN0522  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 NN0522  DYNAMIC HT  -         781.981 (meters)    2565.55  (feet)  COMP
 NN0522  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 NN0522
 NN0522  VERT ORDER  -  FIRST     CLASS II
 NN0522
 NN0522.The horizontal coordinates were scaled from a topographic map and have
 NN0522.an estimated accuracy of +/- 6 seconds.
 NN0522
 NN0522.The orthometric height was determined by differential leveling
 NN0522.and adjusted by the National Geodetic Survey in June 1991..
 NN0522
 NN0522.The geoid height was determined by GEOID03.
 NN0522
 NN0522.The dynamic height is computed by dividing the NAVD 88
 NN0522.geopotential number by the normal gravity value computed on the
 NN0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0522.degrees latitude (g = 980.6199 gals.).
 NN0522
 NN0522.The modeled gravity was interpolated from observed gravity values.
 NN0522
 NN0522;                    North         East    Units  Estimated Accuracy
 NN0522;SPC NE       -   302,650.      500,960.      MT  (+/- 180 meters Scaled)
 NN0522
 NN0522                          SUPERSEDED SURVEY CONTROL
 NN0522
 NN0522  NGVD 29 (??/??/92)  782.013  (m)         2565.65   (f) ADJ UNCH    1 2
 NN0522
 NN0522.Superseded values are not recommended for survey control.
 NN0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0522.See file dsdata.txt to determine how the superseded data were derived.
 NN0522
 NN0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN188123(NAD 83)
 NN0522_MARKER: DB = BENCH MARK DISK
 NN0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0522_STAMPING: C 68 1935
 NN0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0522+STABILITY: SURFACE MOTION
 NN0522
 NN0522  HISTORY     - Date     Condition        Report By
 NN0522  HISTORY     - 1935     MONUMENTED       CGS
 NN0522  HISTORY     - 1946     GOOD             NGS
 NN0522
 NN0522                          STATION DESCRIPTION
 NN0522
 NN0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0522'6.2 MI W FROM AINSWORTH.
 NN0522'6.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0522'FROM THE STATION AT AINSWORTH, BROWN COUNTY, 0.5 MILE EAST OF
 NN0522'MILEPOST 230, 89 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 NN0522'20, 58 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 49 FEET
 NN0522'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 6.8 FEET EAST
 NN0522'OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED
 NN0522'C 68 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0089 ***********************************************************************
 MM0089  DESIGNATION -  C 7
 MM0089  PID         -  MM0089
 MM0089  STATE/COUNTY-  NE/LINCOLN
 MM0089  USGS QUAD   -  MAXWELL (1970)
 MM0089
 MM0089                         *CURRENT SURVEY CONTROL
 MM0089  ___________________________________________________________________
 MM0089* NAD 83(1986)-  41 05 23.     (N)    100 33 48.     (W)     SCALED    
 MM0089* NAVD 88     -       831.060  (meters)    2726.57   (feet)  POSTED    
 MM0089  ___________________________________________________________________
 MM0089  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 MM0089  DYNAMIC HT  -         830.560 (meters)    2724.93  (feet)  COMP
 MM0089  MODELED GRAV-     979,999.0   (mgal)                       NAVD 88
 MM0089
 MM0089  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MM0089
 MM0089.The horizontal coordinates were scaled from a topographic map and have
 MM0089.an estimated accuracy of +/- 6 seconds.
 MM0089
 MM0089.The orthometric height was determined by differential leveling
 MM0089.and adjusted by the National Geodetic Survey in 1992..
 MM0089.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MM0089.rate of 2.1 thru 3.0 mm/km.
 MM0089
 MM0089.The geoid height was determined by GEOID03.
 MM0089
 MM0089.The dynamic height is computed by dividing the NAVD 88
 MM0089.geopotential number by the normal gravity value computed on the
 MM0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0089.degrees latitude (g = 980.6199 gals.).
 MM0089
 MM0089.The modeled gravity was interpolated from observed gravity values.
 MM0089
 MM0089;                    North         East    Units  Estimated Accuracy
 MM0089;SPC NE       -   139,650.      452,680.      MT  (+/- 180 meters Scaled)
 MM0089
 MM0089                          SUPERSEDED SURVEY CONTROL
 MM0089
 MM0089  NGVD 29 (??/??/92)  830.726  (m)         2725.47   (f) ADJ UNCH    1 2
 MM0089
 MM0089.Superseded values are not recommended for survey control.
 MM0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0089.See file dsdata.txt to determine how the superseded data were derived.
 MM0089
 MM0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL686498(NAD 83)
 MM0089_MARKER: DB = BENCH MARK DISK
 MM0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0089_STAMPING: 2725.474 C 7 1933
 MM0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0089+STABILITY: SURFACE MOTION
 MM0089
 MM0089  HISTORY     - Date     Condition        Report By
 MM0089  HISTORY     - 1933     MONUMENTED       CGS
 MM0089  HISTORY     - 1934     GOOD             NGS
 MM0089  HISTORY     - 1979     MARK NOT FOUND   NGS
 MM0089  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0089
 MM0089                          STATION DESCRIPTION
 MM0089
 MM0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0089'2.5 MI NW FROM MAXWELL.
 MM0089'ABOUT 2.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD
 MM0089'FROM MAXWELL, LINCOLN COUNTY, ABOUT 10 POLES SOUTHEAST OF
 MM0089'MILEPOST 273, AT A ROAD CROSSING, 75 FEET NORTH OF THE CENTER
 MM0089'LINE OF U.S. HIGHWAY 30, 54 FEET EAST OF THE CENTER LINE OF THE
 MM0089'ROAD, 38.8 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK,
 MM0089'AND 3.8 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A STANDARD
 MM0089'DISK, STAMPED 2725.474 C 7 1933 AND SET IN THE TOP OF A CONCRETE
 MM0089'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MM0089
 MM0089                          STATION RECOVERY (1934)
 MM0089
 MM0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MM0089'RECOVERED IN GOOD CONDITION.
 MM0089
 MM0089                          STATION RECOVERY (1979)
 MM0089
 MM0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MM0089'MARK NOT FOUND.
 MM0089
 MM0089                          STATION RECOVERY (1986)
 MM0089
 MM0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0089'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 MM0089'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0582 ***********************************************************************
 ML0582  DESIGNATION -  C 7
 ML0582  PID         -  ML0582
 ML0582  STATE/COUNTY-  NE/CUSTER
 ML0582  USGS QUAD   -  SARGENT SE (1978)
 ML0582
 ML0582                         *CURRENT SURVEY CONTROL
 ML0582  ___________________________________________________________________
 ML0582* NAD 83(1986)-  41 36 59.     (N)    099 18 33.     (W)     SCALED    
 ML0582* NAVD 88     -       698.393  (meters)    2291.31   (feet)  ADJUSTED  
 ML0582  ___________________________________________________________________
 ML0582  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 ML0582  DYNAMIC HT  -         698.047 (meters)    2290.18  (feet)  COMP
 ML0582  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 ML0582
 ML0582  VERT ORDER  -  FIRST     CLASS II
 ML0582
 ML0582.The horizontal coordinates were scaled from a topographic map and have
 ML0582.an estimated accuracy of +/- 6 seconds.
 ML0582
 ML0582.The orthometric height was determined by differential leveling
 ML0582.and adjusted by the National Geodetic Survey in June 1991..
 ML0582
 ML0582.The geoid height was determined by GEOID03.
 ML0582
 ML0582.The dynamic height is computed by dividing the NAVD 88
 ML0582.geopotential number by the normal gravity value computed on the
 ML0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0582.degrees latitude (g = 980.6199 gals.).
 ML0582
 ML0582.The modeled gravity was interpolated from observed gravity values.
 ML0582
 ML0582;                    North         East    Units  Estimated Accuracy
 ML0582;SPC NE       -   198,190.      557,560.      MT  (+/- 180 meters Scaled)
 ML0582
 ML0582                          SUPERSEDED SURVEY CONTROL
 ML0582
 ML0582  NGVD 29 (??/??/92)  698.143  (m)         2290.49   (f) ADJ UNCH    1 2
 ML0582
 ML0582.Superseded values are not recommended for survey control.
 ML0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0582.See file dsdata.txt to determine how the superseded data were derived.
 ML0582
 ML0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM742072(NAD 83)
 ML0582_MARKER: DB = BENCH MARK DISK
 ML0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0582_STAMPING: C7
 ML0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0582+STABILITY: SURFACE MOTION
 ML0582
 ML0582  HISTORY     - Date     Condition        Report By
 ML0582  HISTORY     - UNK      MONUMENTED       BOR
 ML0582  HISTORY     - 1950     GOOD             NGS
 ML0582
 ML0582                          STATION DESCRIPTION
 ML0582
 ML0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0582'3.2 MI SE FROM SARGENT.
 ML0582'3.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0582'RAILROAD FROM THE STATION AT SARGENT, 3 POLES SOUTHEAST OF
 ML0582'MILEPOST 70, 219 FEET NORTHWEST OF THE CENTER OF A GATE, 219 FEET
 ML0582'NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 3.3 FEET
 ML0582'SOUTHWEST OF A FENCE, 45 FEET NORTHEAST OF THE NORTHEAST RAIL,
 ML0582'2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0582'POST WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0181 ***********************************************************************
 NN0181  DESIGNATION -  C 70
 NN0181  PID         -  NN0181
 NN0181  STATE/COUNTY-  NE/ANTELOPE
 NN0181  USGS QUAD   -  NELIGH SE (1986)
 NN0181
 NN0181                         *CURRENT SURVEY CONTROL
 NN0181  ___________________________________________________________________
 NN0181* NAD 83(1986)-  42 02 43.     (N)    098 03 04.     (W)     SCALED    
 NN0181* NAVD 88     -       588.200  (meters)    1929.79   (feet)  ADJUSTED  
 NN0181  ___________________________________________________________________
 NN0181  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 NN0181  DYNAMIC HT  -         587.961 (meters)    1929.00  (feet)  COMP
 NN0181  MODELED GRAV-     980,195.5   (mgal)                       NAVD 88
 NN0181
 NN0181  VERT ORDER  -  SECOND    CLASS 0
 NN0181
 NN0181.The horizontal coordinates were scaled from a topographic map and have
 NN0181.an estimated accuracy of +/- 6 seconds.
 NN0181
 NN0181.The orthometric height was determined by differential leveling
 NN0181.and adjusted by the National Geodetic Survey in June 1991..
 NN0181
 NN0181.The geoid height was determined by GEOID03.
 NN0181
 NN0181.The dynamic height is computed by dividing the NAVD 88
 NN0181.geopotential number by the normal gravity value computed on the
 NN0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0181.degrees latitude (g = 980.6199 gals.).
 NN0181
 NN0181.The modeled gravity was interpolated from observed gravity values.
 NN0181
 NN0181;                    North         East    Units  Estimated Accuracy
 NN0181;SPC NE       -   247,400.      661,290.      MT  (+/- 180 meters Scaled)
 NN0181
 NN0181                          SUPERSEDED SURVEY CONTROL
 NN0181
 NN0181  NGVD 29 (??/??/92)  587.973  (m)         1929.04   (f) ADJ UNCH    2 0
 NN0181
 NN0181.Superseded values are not recommended for survey control.
 NN0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0181.See file dsdata.txt to determine how the superseded data were derived.
 NN0181
 NN0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM785552(NAD 83)
 NN0181_MARKER: DB = BENCH MARK DISK
 NN0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0181_STAMPING: C 70 1935
 NN0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0181+STABILITY: SURFACE MOTION
 NN0181
 NN0181  HISTORY     - Date     Condition        Report By
 NN0181  HISTORY     - 1935     MONUMENTED       CGS
 NN0181  HISTORY     - 1939     GOOD             NGS
 NN0181
 NN0181                          STATION DESCRIPTION
 NN0181
 NN0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0181'5.1 MI NE FROM ELGIN.
 NN0181'ABOUT 5.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NN0181'RAILWAY FROM THE STATION AT ELGIN, ANTELOPE COUNTY, 102 FEET
 NN0181'SOUTHEAST OF MILEPOST S AND R 110, ABOUT 0.2 MILE SOUTHWEST OF
 NN0181'THE OVERHEAD CROSSING OF STATE HIGHWAY 14, ABOUT 250 FEET
 NN0181'NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 147 FEET SOUTH
 NN0181'OF RAILROAD CULVERT D 239 1/2, 48.0 FEET SOUTH OF THE CENTER OF
 NN0181'A ROAD CROSSING, AND 12.5 FEET NORTH OF THE HIGHWAY RIGHT-OF-WAY
 NN0181'FENCE.  A STANDARD DISK, STAMPED C 70 1935 AND SET IN THE TOP OF
 NN0181'A CONCRETE POST.
 NN0181
 NN0181                          STATION RECOVERY (1939)
 NN0181
 NN0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 NN0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0525 ***********************************************************************
 ML0525  DESIGNATION -  C 71
 ML0525  PID         -  ML0525
 ML0525  STATE/COUNTY-  NE/GARFIELD
 ML0525  USGS QUAD   -  GABLES SE (1985)
 ML0525
 ML0525                         *CURRENT SURVEY CONTROL
 ML0525  ___________________________________________________________________
 ML0525* NAD 83(1986)-  41 46 35.     (N)    098 52 00.     (W)     SCALED    
 ML0525* NAVD 88     -       674.987  (meters)    2214.52   (feet)  ADJUSTED  
 ML0525  ___________________________________________________________________
 ML0525  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 ML0525  DYNAMIC HT  -         674.656 (meters)    2213.43  (feet)  COMP
 ML0525  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 ML0525
 ML0525  VERT ORDER  -  SECOND    CLASS 0
 ML0525
 ML0525.The horizontal coordinates were scaled from a topographic map and have
 ML0525.an estimated accuracy of +/- 6 seconds.
 ML0525
 ML0525.The orthometric height was determined by differential leveling
 ML0525.and adjusted by the National Geodetic Survey in June 1991..
 ML0525
 ML0525.The geoid height was determined by GEOID03.
 ML0525
 ML0525.The dynamic height is computed by dividing the NAVD 88
 ML0525.geopotential number by the normal gravity value computed on the
 ML0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0525.degrees latitude (g = 980.6199 gals.).
 ML0525
 ML0525.The modeled gravity was interpolated from observed gravity values.
 ML0525
 ML0525;                    North         East    Units  Estimated Accuracy
 ML0525;SPC NE       -   216,350.      594,190.      MT  (+/- 180 meters Scaled)
 ML0525
 ML0525                          SUPERSEDED SURVEY CONTROL
 ML0525
 ML0525  NGVD 29 (??/??/92)  674.723  (m)         2213.65   (f) ADJ UNCH    2 0
 ML0525
 ML0525.Superseded values are not recommended for survey control.
 ML0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0525.See file dsdata.txt to determine how the superseded data were derived.
 ML0525
 ML0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM110249(NAD 83)
 ML0525_MARKER: DB = BENCH MARK DISK
 ML0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0525_STAMPING: C-71 1935
 ML0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0525+STABILITY: SURFACE MOTION
 ML0525
 ML0525  HISTORY     - Date     Condition        Report By
 ML0525  HISTORY     - 1935     MONUMENTED       CGS
 ML0525  HISTORY     - 1938     GOOD             NGS
 ML0525
 ML0525                          STATION DESCRIPTION
 ML0525
 ML0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0525'14.9 MI E FROM BURWELL.
 ML0525'14.9 MILES EAST OF THE COURTHOUSE AT BURWELL, ALONG STATE HIGHWAY
 ML0525'NO. 53 BETWEEN BURWELL AND BARTLETT, AT A CROSS-ROAD 0.9 OF A
 ML0525'MILE EAST OF A SCHOOL, 58.7 FEET WEST OF THE CENTER OF THE
 ML0525'CROSS-ROAD, 32.7 FEET NORTH OF THE CENTER OF THE HIGHWAY, 24
 ML0525'FEET WEST OF A CORNER POST, 3.0 FEET NORTH OF THE RIGHT OF WAY
 ML0525'FENCE.  NOTE-- A STANDARD DISK SET HORIZONTAL IN A PRECAST
 ML0525'CONCRETE POST.  THIS MARK WAS COVERED WITH 6 INCHES OF SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0868 ***********************************************************************
 ML0868  DESIGNATION -  C 72
 ML0868  PID         -  ML0868
 ML0868  STATE/COUNTY-  NE/LOUP
 ML0868  USGS QUAD   -  ALMERIA (1978)
 ML0868
 ML0868                         *CURRENT SURVEY CONTROL
 ML0868  ___________________________________________________________________
 ML0868* NAD 83(1986)-  41 50 43.     (N)    099 34 32.     (W)     SCALED    
 ML0868* NAVD 88     -       718.521  (meters)    2357.35   (feet)  ADJUSTED  
 ML0868  ___________________________________________________________________
 ML0868  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 ML0868  DYNAMIC HT  -         718.175 (meters)    2356.21  (feet)  COMP
 ML0868  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 ML0868
 ML0868  VERT ORDER  -  SECOND    CLASS 0
 ML0868
 ML0868.The horizontal coordinates were scaled from a topographic map and have
 ML0868.an estimated accuracy of +/- 6 seconds.
 ML0868
 ML0868.The orthometric height was determined by differential leveling
 ML0868.and adjusted by the National Geodetic Survey in June 1991..
 ML0868
 ML0868.The geoid height was determined by GEOID03.
 ML0868
 ML0868.The dynamic height is computed by dividing the NAVD 88
 ML0868.geopotential number by the normal gravity value computed on the
 ML0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0868.degrees latitude (g = 980.6199 gals.).
 ML0868
 ML0868.The modeled gravity was interpolated from observed gravity values.
 ML0868
 ML0868;                    North         East    Units  Estimated Accuracy
 ML0868;SPC NE       -   223,470.      535,240.      MT  (+/- 180 meters Scaled)
 ML0868
 ML0868                          SUPERSEDED SURVEY CONTROL
 ML0868
 ML0868  NGVD 29 (??/??/92)  718.252  (m)         2356.47   (f) ADJ UNCH    2 0
 ML0868
 ML0868.Superseded values are not recommended for survey control.
 ML0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0868.See file dsdata.txt to determine how the superseded data were derived.
 ML0868
 ML0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM522327(NAD 83)
 ML0868_MARKER: DB = BENCH MARK DISK
 ML0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0868_STAMPING: C-72 1935
 ML0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0868+STABILITY: SURFACE MOTION
 ML0868
 ML0868  HISTORY     - Date     Condition        Report By
 ML0868  HISTORY     - 1935     MONUMENTED       CGS
 ML0868  HISTORY     - 1972     MARK NOT FOUND   USGS
 ML0868
 ML0868                          STATION DESCRIPTION
 ML0868
 ML0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0868'3.6 MI NW FROM ALMERIA.
 ML0868'3.6 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY.  ALONG STATE
 ML0868'HIGHWAY 53 BETWEEN TAYLOR AND BREWSTER, 0.9 MILE SOUTHEAST OF
 ML0868'CEMETERY, IN HOLLOW BETWEEN TWO HILLS, WITH LARGE DOME TOPPED
 ML0868'HILL TO THE SOUTHEAST, 27.6 FEET WEST OF THE CENTER LINE OF THE
 ML0868'HIGHWAY, 1.5 FEET WEST OF RIGHT OF WAY FENCE, AND 1.5 FEET NORTH
 ML0868'OF FENCE LINE RUNNING TO THE SOUTHWEST.
 ML0868
 ML0868                          STATION RECOVERY (1972)
 ML0868
 ML0868'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ML0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0182 ***********************************************************************
 NO0182  DESIGNATION -  C 73
 NO0182  PID         -  NO0182
 NO0182  STATE/COUNTY-  NE/CHERRY
 NO0182  USGS QUAD   -  SIMEON (1985)
 NO0182
 NO0182                         *CURRENT SURVEY CONTROL
 NO0182  ___________________________________________________________________
 NO0182* NAD 83(1986)-  42 31 10.     (N)    100 38 00.     (W)     SCALED    
 NO0182* NAVD 88     -       897.394  (meters)    2944.20   (feet)  ADJUSTED  
 NO0182  ___________________________________________________________________
 NO0182  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 NO0182  DYNAMIC HT  -         896.971 (meters)    2942.81  (feet)  COMP
 NO0182  MODELED GRAV-     980,120.1   (mgal)                       NAVD 88
 NO0182
 NO0182  VERT ORDER  -  SECOND    CLASS 0
 NO0182
 NO0182.The horizontal coordinates were scaled from a topographic map and have
 NO0182.an estimated accuracy of +/- 6 seconds.
 NO0182
 NO0182.The orthometric height was determined by differential leveling
 NO0182.and adjusted by the National Geodetic Survey in June 1991..
 NO0182
 NO0182.The geoid height was determined by GEOID03.
 NO0182
 NO0182.The dynamic height is computed by dividing the NAVD 88
 NO0182.geopotential number by the normal gravity value computed on the
 NO0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0182.degrees latitude (g = 980.6199 gals.).
 NO0182
 NO0182.The modeled gravity was interpolated from observed gravity values.
 NO0182
 NO0182;                    North         East    Units  Estimated Accuracy
 NO0182;SPC NE       -   298,430.      447,970.      MT  (+/- 180 meters Scaled)
 NO0182
 NO0182                          SUPERSEDED SURVEY CONTROL
 NO0182
 NO0182  NGVD 29 (??/??/92)  897.075  (m)         2943.15   (f) ADJ UNCH    2 0
 NO0182
 NO0182.Superseded values are not recommended for survey control.
 NO0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0182.See file dsdata.txt to determine how the superseded data were derived.
 NO0182
 NO0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN658087(NAD 83)
 NO0182_MARKER: DB = BENCH MARK DISK
 NO0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0182_STAMPING: C 73 1934
 NO0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0182+STABILITY: SURFACE MOTION
 NO0182
 NO0182  HISTORY     - Date     Condition        Report By
 NO0182  HISTORY     - 1934     MONUMENTED       CGS
 NO0182  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0182
 NO0182                          STATION DESCRIPTION
 NO0182
 NO0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0182'8.3 MI N FROM CONTERRA.
 NO0182'ABOUT 8.3 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0182'AT CONTERRA, CHERRY COUNTY, ABOUT 0.3 MILE NORTH OF THE PELICAN
 NO0182'LAKE RESORT, 17 FEET EAST OF THE CENTER LINE OF THE ROAD, 9 FEET
 NO0182'NORTH OF THE FENCE, AND NEAR AN AUTOMOBILE GATE.  A STANDARD
 NO0182'DISK, STAMPED C 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0182
 NO0182                          STATION RECOVERY (1984)
 NO0182
 NO0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0015 ***********************************************************************
 MN0015  DESIGNATION -  C 74
 MN0015  PID         -  MN0015
 MN0015  STATE/COUNTY-  NE/GARDEN
 MN0015  USGS QUAD   -  MUMPER (1986)
 MN0015
 MN0015                         *CURRENT SURVEY CONTROL
 MN0015  ___________________________________________________________________
 MN0015* NAD 83(1986)-  41 50 33.     (N)    102 25 07.     (W)     SCALED    
 MN0015* NAVD 88     -      1174.889  (meters)    3854.61   (feet)  ADJUSTED  
 MN0015  ___________________________________________________________________
 MN0015  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 MN0015  DYNAMIC HT  -        1174.186 (meters)    3852.31  (feet)  COMP
 MN0015  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 MN0015
 MN0015  VERT ORDER  -  SECOND    CLASS 0
 MN0015
 MN0015.The horizontal coordinates were scaled from a topographic map and have
 MN0015.an estimated accuracy of +/- 6 seconds.
 MN0015
 MN0015.The orthometric height was determined by differential leveling
 MN0015.and adjusted by the National Geodetic Survey in June 1991..
 MN0015
 MN0015.The geoid height was determined by GEOID03.
 MN0015
 MN0015.The dynamic height is computed by dividing the NAVD 88
 MN0015.geopotential number by the normal gravity value computed on the
 MN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0015.degrees latitude (g = 980.6199 gals.).
 MN0015
 MN0015.The modeled gravity was interpolated from observed gravity values.
 MN0015
 MN0015;                    North         East    Units  Estimated Accuracy
 MN0015;SPC NE       -   225,880.      299,210.      MT  (+/- 180 meters Scaled)
 MN0015
 MN0015                          SUPERSEDED SURVEY CONTROL
 MN0015
 MN0015  NGVD 29 (??/??/92) 1174.354  (m)         3852.86   (f) ADJ UNCH    2 0
 MN0015
 MN0015.Superseded values are not recommended for survey control.
 MN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0015.See file dsdata.txt to determine how the superseded data were derived.
 MN0015
 MN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG143355(NAD 83)
 MN0015_MARKER: DB = BENCH MARK DISK
 MN0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0015_STAMPING: C 74 1934
 MN0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0015+STABILITY: SURFACE MOTION
 MN0015
 MN0015  HISTORY     - Date     Condition        Report By
 MN0015  HISTORY     - 1934     MONUMENTED       CGS
 MN0015  HISTORY     - 1938     GOOD             NGS
 MN0015
 MN0015                          STATION DESCRIPTION
 MN0015
 MN0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0015'23.6 MI S FROM ELLSWORTH.
 MN0015'IN GARDEN COUNTY, 23.6 MILES SOUTH ALONG STATE HIGHWAY 27 AND
 MN0015'THE MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0015'STATION AT ELLSWORTH, SHERIDAN COUNTY, 5.2 MILES NORTH OF THE
 MN0015'POST OFFICE AT MUMPER, 24 FEET EAST OF THE CENTER OF AN AUTO
 MN0015'GATE, AND 2-1/2 FEET SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD
 MN0015'DISK, STAMPED C 74 1934 AND SET IN THE TOP OF A CONCRETE POST
 MN0015'ABOUT FLUSH WITH THE GROUND.
 MN0015
 MN0015                          STATION RECOVERY (1938)
 MN0015
 MN0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MN0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0085 ***********************************************************************
 NP0085  DESIGNATION -  C 75
 NP0085  PID         -  NP0085
 NP0085  STATE/COUNTY-  NE/SHERIDAN
 NP0085  USGS QUAD   -  ARGO HILL (1989)
 NP0085
 NP0085                         *CURRENT SURVEY CONTROL
 NP0085  ___________________________________________________________________
 NP0085* NAD 83(1986)-  42 19 58.     (N)    102 08 44.     (W)     SCALED    
 NP0085* NAVD 88     -      1180.490  (meters)    3872.99   (feet)  ADJUSTED  
 NP0085  ___________________________________________________________________
 NP0085  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 NP0085  DYNAMIC HT  -        1179.864 (meters)    3870.94  (feet)  COMP
 NP0085  MODELED GRAV-     980,049.1   (mgal)                       NAVD 88
 NP0085
 NP0085  VERT ORDER  -  SECOND    CLASS 0
 NP0085
 NP0085.The horizontal coordinates were scaled from a topographic map and have
 NP0085.an estimated accuracy of +/- 6 seconds.
 NP0085
 NP0085.The orthometric height was determined by differential leveling
 NP0085.and adjusted by the National Geodetic Survey in June 1991..
 NP0085
 NP0085.The geoid height was determined by GEOID03.
 NP0085
 NP0085.The dynamic height is computed by dividing the NAVD 88
 NP0085.geopotential number by the normal gravity value computed on the
 NP0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0085.degrees latitude (g = 980.6199 gals.).
 NP0085
 NP0085.The modeled gravity was interpolated from observed gravity values.
 NP0085
 NP0085;                    North         East    Units  Estimated Accuracy
 NP0085;SPC NE       -   279,710.      323,230.      MT  (+/- 180 meters Scaled)
 NP0085
 NP0085                          SUPERSEDED SURVEY CONTROL
 NP0085
 NP0085  NGVD 29 (??/??/92) 1179.967  (m)         3871.28   (f) ADJ UNCH    2 0
 NP0085
 NP0085.Superseded values are not recommended for survey control.
 NP0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0085.See file dsdata.txt to determine how the superseded data were derived.
 NP0085
 NP0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG351906(NAD 83)
 NP0085_MARKER: DB = BENCH MARK DISK
 NP0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0085_STAMPING: C 75 1934
 NP0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0085+STABILITY: SURFACE MOTION
 NP0085
 NP0085  HISTORY     - Date     Condition        Report By
 NP0085  HISTORY     - 1934     MONUMENTED       CGS
 NP0085
 NP0085                          STATION DESCRIPTION
 NP0085
 NP0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0085'25.2 MI N FROM ELLSWORTH.
 NP0085'25.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0085'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0085'COUNTY, 0.3 MILE NORTH OF A POINT 0.3 MILE WEST OF THE SOUTHWEST
 NP0085'CORNER OF SEC. 8, T. 27 N., R. 41 W., 15-1/2 FEET EAST OF THE
 NP0085'CENTER OF AN AUTO GATE, AND 4 FEET SOUTH OF AN EAST-AND-WEST
 NP0085'FENCE.  A STANDARD DISK, STAMPED C 75 1934 AND SET IN THE TOP
 NP0085'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0228 ***********************************************************************
 MN0228  DESIGNATION -  C 76
 MN0228  PID         -  MN0228
 MN0228  STATE/COUNTY-  NE/KIMBALL
 MN0228  USGS QUAD   -  BUSHNELL (1972)
 MN0228
 MN0228                         *CURRENT SURVEY CONTROL
 MN0228  ___________________________________________________________________
 MN0228* NAD 83(1986)-  41 12 35.     (N)    103 55 58.     (W)     SCALED    
 MN0228* NAVD 88     -      1499.055  (meters)    4918.15   (feet)  ADJUSTED  
 MN0228  ___________________________________________________________________
 MN0228  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 MN0228  DYNAMIC HT  -        1497.915 (meters)    4914.41  (feet)  COMP
 MN0228  MODELED GRAV-     979,811.1   (mgal)                       NAVD 88
 MN0228
 MN0228  VERT ORDER  -  SECOND    CLASS 0
 MN0228
 MN0228.The horizontal coordinates were scaled from a topographic map and have
 MN0228.an estimated accuracy of +/- 6 seconds.
 MN0228
 MN0228.The orthometric height was determined by differential leveling
 MN0228.and adjusted by the National Geodetic Survey in June 1991..
 MN0228
 MN0228.The geoid height was determined by GEOID03.
 MN0228
 MN0228.The dynamic height is computed by dividing the NAVD 88
 MN0228.geopotential number by the normal gravity value computed on the
 MN0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0228.degrees latitude (g = 980.6199 gals.).
 MN0228
 MN0228.The modeled gravity was interpolated from observed gravity values.
 MN0228
 MN0228;                    North         East    Units  Estimated Accuracy
 MN0228;SPC NE       -   160,310.      170,390.      MT  (+/- 180 meters Scaled)
 MN0228
 MN0228                          SUPERSEDED SURVEY CONTROL
 MN0228
 MN0228  NGVD 29 (??/??/92) 1498.292  (m)         4915.65   (f) ADJ UNCH    2 0
 MN0228
 MN0228.Superseded values are not recommended for survey control.
 MN0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0228.See file dsdata.txt to determine how the superseded data were derived.
 MN0228
 MN0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF894625(NAD 83)
 MN0228_MARKER: DB = BENCH MARK DISK
 MN0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0228_STAMPING: C 76 1934
 MN0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0228+STABILITY: SURFACE MOTION
 MN0228
 MN0228  HISTORY     - Date     Condition        Report By
 MN0228  HISTORY     - 1934     MONUMENTED       CGS
 MN0228  HISTORY     - 1941     GOOD             NGS
 MN0228
 MN0228                          STATION DESCRIPTION
 MN0228
 MN0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0228'2.9 MI W FROM BUSHNELL.
 MN0228'2.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0228'AT BUSHNELL, KIMBALL COUNTY, 0.2 MILE WEST OF MILEPOST 459, AT A
 MN0228'ROAD CROSSING, 88 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND
 MN0228'TRACK, 71.8 FEET SOUTHEAST OF THE SOUTHEAST TRACK, 25 FEET WEST
 MN0228'OF THE CENTER LINE OF THE ROAD, 30 FEET EAST OF A POLE, 8.9
 MN0228'FEET NORTHWEST OF A FENCE, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 MN0228'A STANDARD DISK, STAMPED C 76 1934 AND SET IN THE TOP OF A
 MN0228'CONCRETE POST.
 MN0228
 MN0228                          STATION RECOVERY (1941)
 MN0228
 MN0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MN0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0208 ***********************************************************************
 MN0208  DESIGNATION -  C 77
 MN0208  PID         -  MN0208
 MN0208  STATE/COUNTY-  NE/CHEYENNE
 MN0208  USGS QUAD   -  BROWNSON (1972)
 MN0208
 MN0208                         *CURRENT SURVEY CONTROL
 MN0208  ___________________________________________________________________
 MN0208* NAD 83(1986)-  41 09 28.     (N)    103 03 13.     (W)     SCALED    
 MN0208* NAVD 88     -      1268.030  (meters)    4160.20   (feet)  ADJUSTED  
 MN0208  ___________________________________________________________________
 MN0208  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 MN0208  DYNAMIC HT  -        1267.134 (meters)    4157.26  (feet)  COMP
 MN0208  MODELED GRAV-     979,872.8   (mgal)                       NAVD 88
 MN0208
 MN0208  VERT ORDER  -  SECOND    CLASS 0
 MN0208
 MN0208.The horizontal coordinates were scaled from a topographic map and have
 MN0208.an estimated accuracy of +/- 6 seconds.
 MN0208
 MN0208.The orthometric height was determined by differential leveling
 MN0208.and adjusted by the National Geodetic Survey in June 1991..
 MN0208
 MN0208.The geoid height was determined by GEOID03.
 MN0208
 MN0208.The dynamic height is computed by dividing the NAVD 88
 MN0208.geopotential number by the normal gravity value computed on the
 MN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0208.degrees latitude (g = 980.6199 gals.).
 MN0208
 MN0208.The modeled gravity was interpolated from observed gravity values.
 MN0208
 MN0208;                    North         East    Units  Estimated Accuracy
 MN0208;SPC NE       -   151,570.      243,830.      MT  (+/- 180 meters Scaled)
 MN0208
 MN0208                          SUPERSEDED SURVEY CONTROL
 MN0208
 MN0208  NGVD 29 (??/??/92) 1267.430  (m)         4158.23   (f) ADJ UNCH    2 0
 MN0208
 MN0208.Superseded values are not recommended for survey control.
 MN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0208.See file dsdata.txt to determine how the superseded data were derived.
 MN0208
 MN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF633580(NAD 83)
 MN0208_MARKER: DB = BENCH MARK DISK
 MN0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0208_STAMPING: C 77 1934
 MN0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0208+STABILITY: SURFACE MOTION
 MN0208
 MN0208  HISTORY     - Date     Condition        Report By
 MN0208  HISTORY     - 1934     MONUMENTED       CGS
 MN0208  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0208  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0208
 MN0208                          STATION DESCRIPTION
 MN0208
 MN0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0208'4.8 MI W FROM SIDNEY.
 MN0208'4.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0208'AT SIDNEY, CHEYENNE COUNTY, 0.3 MILE EAST OF MILEPOST 412, 48.9
 MN0208'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 3 FEET LOWER
 MN0208'THAN THE TRACK.  A STANDARD DISK, STAMPED C 77 1934 AND SET IN
 MN0208'THE TOP OF A CONCRETE POST.
 MN0208
 MN0208                          STATION RECOVERY (1972)
 MN0208
 MN0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0208'MARK NOT FOUND.
 MN0208
 MN0208                          STATION RECOVERY (1985)
 MN0208
 MN0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0208'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0211 ***********************************************************************
 MM0211  DESIGNATION -  C 8
 MM0211  PID         -  MM0211
 MM0211  STATE/COUNTY-  NE/KEITH
 MM0211  USGS QUAD   -  NEVENS (1971)
 MM0211
 MM0211                         *CURRENT SURVEY CONTROL
 MM0211  ___________________________________________________________________
 MM0211* NAD 83(1986)-  41 07 34.     (N)    101 27 40.     (W)     SCALED    
 MM0211* NAVD 88     -       947.766  (meters)    3109.46   (feet)  POSTED    
 MM0211  ___________________________________________________________________
 MM0211  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 MM0211  DYNAMIC HT  -         947.180 (meters)    3107.54  (feet)  COMP
 MM0211  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 MM0211
 MM0211  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MM0211
 MM0211.The horizontal coordinates were scaled from a topographic map and have
 MM0211.an estimated accuracy of +/- 6 seconds.
 MM0211
 MM0211.The orthometric height was determined by differential leveling
 MM0211.and adjusted by the National Geodetic Survey in 1992..
 MM0211.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MM0211.rate of 2.1 thru 3.0 mm/km.
 MM0211
 MM0211.The geoid height was determined by GEOID03.
 MM0211
 MM0211.The dynamic height is computed by dividing the NAVD 88
 MM0211.geopotential number by the normal gravity value computed on the
 MM0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0211.degrees latitude (g = 980.6199 gals.).
 MM0211
 MM0211.The modeled gravity was interpolated from observed gravity values.
 MM0211
 MM0211;                    North         East    Units  Estimated Accuracy
 MM0211;SPC NE       -   144,570.      377,350.      MT  (+/- 180 meters Scaled)
 MM0211
 MM0211                          SUPERSEDED SURVEY CONTROL
 MM0211
 MM0211  NGVD 29 (??/??/92)  947.365  (m)         3108.15   (f) ADJ UNCH    1 2
 MM0211
 MM0211.Superseded values are not recommended for survey control.
 MM0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0211.See file dsdata.txt to determine how the superseded data were derived.
 MM0211
 MM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL934556(NAD 83)
 MM0211_MARKER: DB = BENCH MARK DISK
 MM0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0211_STAMPING: 3108.147 C 8 1933
 MM0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0211+STABILITY: SURFACE MOTION
 MM0211
 MM0211  HISTORY     - Date     Condition        Report By
 MM0211  HISTORY     - 1933     MONUMENTED       CGS
 MM0211  HISTORY     - 1971     MARK NOT FOUND   NGS
 MM0211  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0211
 MM0211                          STATION DESCRIPTION
 MM0211
 MM0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0211'5.6 MI W FROM PAXTON.
 MM0211'ABOUT 5.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0211'PAXTON, KEITH COUNTY, ABOUT 5-1/2 POLES WEST OF MILEPOST 321,
 MM0211'AT A PRIVATE-ROAD CROSSING, 43 FEET EAST OF THE CENTER LINE OF
 MM0211'THE ROAD, 37.4 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN
 MM0211'TRACK, 10 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, IN LINE
 MM0211'WITH A ROW OF POLES, AND 3.5 FEET WEST OF A POLE.  A STANDARD
 MM0211'DISK, STAMPED 3108.147 C 8 1933 AND SET IN THE TOP OF A CONCRETE
 MM0211'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MM0211
 MM0211                          STATION RECOVERY (1971)
 MM0211
 MM0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0211'MARK NOT FOUND.
 MM0211
 MM0211                          STATION RECOVERY (1986)
 MM0211
 MM0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0211'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0371 ***********************************************************************
 LG0371  DESIGNATION -  C 80
 LG0371  PID         -  LG0371
 LG0371  STATE/COUNTY-  NE/LANCASTER
 LG0371  USGS QUAD   -  WAVERLY (1972)
 LG0371
 LG0371                         *CURRENT SURVEY CONTROL
 LG0371  ___________________________________________________________________
 LG0371* NAD 83(1986)-  40 53 21.     (N)    096 34 49.     (W)     SCALED    
 LG0371* NAVD 88     -       343.930  (meters)    1128.38   (feet)  ADJUSTED  
 LG0371  ___________________________________________________________________
 LG0371  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LG0371  DYNAMIC HT  -         343.787 (meters)    1127.91  (feet)  COMP
 LG0371  MODELED GRAV-     980,197.4   (mgal)                       NAVD 88
 LG0371
 LG0371  VERT ORDER  -  SECOND    CLASS 0
 LG0371
 LG0371.The horizontal coordinates were scaled from a topographic map and have
 LG0371.an estimated accuracy of +/- 6 seconds.
 LG0371
 LG0371.The orthometric height was determined by differential leveling
 LG0371.and adjusted by the National Geodetic Survey in June 1991..
 LG0371
 LG0371.The geoid height was determined by GEOID03.
 LG0371
 LG0371.The dynamic height is computed by dividing the NAVD 88
 LG0371.geopotential number by the normal gravity value computed on the
 LG0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0371.degrees latitude (g = 980.6199 gals.).
 LG0371
 LG0371.The modeled gravity was interpolated from observed gravity values.
 LG0371
 LG0371;                    North         East    Units  Estimated Accuracy
 LG0371;SPC NE       -   122,920.      788,040.      MT  (+/- 180 meters Scaled)
 LG0371
 LG0371                          SUPERSEDED SURVEY CONTROL
 LG0371
 LG0371  NGVD 29 (??/??/92)  343.832  (m)         1128.06   (f) ADJ UNCH    2 0
 LG0371
 LG0371.Superseded values are not recommended for survey control.
 LG0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0371.See file dsdata.txt to determine how the superseded data were derived.
 LG0371
 LG0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL038292(NAD 83)
 LG0371_MARKER: DB = BENCH MARK DISK
 LG0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0371_STAMPING: C 80 1935
 LG0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0371+STABILITY: SURFACE MOTION
 LG0371
 LG0371  HISTORY     - Date     Condition        Report By
 LG0371  HISTORY     - 1935     MONUMENTED       CGS
 LG0371  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0371
 LG0371                          STATION DESCRIPTION
 LG0371
 LG0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0371'3.5 MI SW FROM WAVERLY.
 LG0371'3.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0371'RAILROAD FROM THE STATION AT WAVERLY, LANCASTER COUNTY, 81.4
 LG0371'FEET SOUTH OF MILEPOST 51, 78.3 FEET EAST OF A SIGNAL, AND 46.8
 LG0371'FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD DISK, STAMPED
 LG0371'C 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0371
 LG0371                          STATION RECOVERY (1964)
 LG0371
 LG0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0510 ***********************************************************************
 LG0510  DESIGNATION -  C 81
 LG0510  PID         -  LG0510
 LG0510  STATE/COUNTY-  NE/SEWARD
 LG0510  USGS QUAD   -  SEWARD (1964)
 LG0510
 LG0510                         *CURRENT SURVEY CONTROL
 LG0510  ___________________________________________________________________
 LG0510* NAD 83(1986)-  40 54 26.     (N)    097 06 22.     (W)     SCALED    
 LG0510* NAVD 88     -       441.528  (meters)    1448.58   (feet)  ADJUSTED  
 LG0510  ___________________________________________________________________
 LG0510  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0510  DYNAMIC HT  -         441.296 (meters)    1447.82  (feet)  COMP
 LG0510  MODELED GRAV-     980,086.1   (mgal)                       NAVD 88
 LG0510
 LG0510  VERT ORDER  -  SECOND    CLASS 0
 LG0510
 LG0510.The horizontal coordinates were scaled from a topographic map and have
 LG0510.an estimated accuracy of +/- 6 seconds.
 LG0510
 LG0510.The orthometric height was determined by differential leveling
 LG0510.and adjusted by the National Geodetic Survey in June 1991..
 LG0510
 LG0510.The geoid height was determined by GEOID03.
 LG0510
 LG0510.The dynamic height is computed by dividing the NAVD 88
 LG0510.geopotential number by the normal gravity value computed on the
 LG0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0510.degrees latitude (g = 980.6199 gals.).
 LG0510
 LG0510.The modeled gravity was interpolated from observed gravity values.
 LG0510
 LG0510;                    North         East    Units  Estimated Accuracy
 LG0510;SPC NE       -   123,310.      743,700.      MT  (+/- 180 meters Scaled)
 LG0510
 LG0510                          SUPERSEDED SURVEY CONTROL
 LG0510
 LG0510  NGVD 29 (??/??/92)  441.349  (m)         1447.99   (f) ADJ UNCH    2 0
 LG0510
 LG0510.Superseded values are not recommended for survey control.
 LG0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0510.See file dsdata.txt to determine how the superseded data were derived.
 LG0510
 LG0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL595301(NAD 83)
 LG0510_MARKER: DB = BENCH MARK DISK
 LG0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0510_SP_SET: TANK FOUNDATION
 LG0510_STAMPING: C 81 1935
 LG0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0510
 LG0510  HISTORY     - Date     Condition        Report By
 LG0510  HISTORY     - 1935     MONUMENTED       CGS
 LG0510  HISTORY     - 1961     GOOD             NGS
 LG0510
 LG0510                          STATION DESCRIPTION
 LG0510
 LG0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0510'AT SEWARD.
 LG0510'AT SEWARD, ON THE CHICAGO AND NORTH WESTERN RAILROAD, 109.7 FEET
 LG0510'SOUTH OF THE SOUTHEAST CORNER OF THE STATION, 74.6 FEET NORTH
 LG0510'OF A ROAD CROSSING, 18 FEET EAST OF THE EAST RAIL, 2.4 FEET
 LG0510'WEST OF A TREE, SET IN TOP OF THE WEST EDGE OF A OLD CONCRETE
 LG0510'WATER TANK FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0490 ***********************************************************************
 LG0490  DESIGNATION -  C 83
 LG0490  PID         -  LG0490
 LG0490  STATE/COUNTY-  NE/SEWARD
 LG0490  USGS QUAD   -  BEAVER CROSSING (1966)
 LG0490
 LG0490                         *CURRENT SURVEY CONTROL
 LG0490  ___________________________________________________________________
 LG0490* NAD 83(1986)-  40 46 38.     (N)    097 16 50.     (W)     SCALED    
 LG0490* NAVD 88     -       445.241  (meters)    1460.76   (feet)  ADJUSTED  
 LG0490  ___________________________________________________________________
 LG0490  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 LG0490  DYNAMIC HT  -         444.999 (meters)    1459.97  (feet)  COMP
 LG0490  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 LG0490
 LG0490  VERT ORDER  -  SECOND    CLASS 0
 LG0490
 LG0490.The horizontal coordinates were scaled from a topographic map and have
 LG0490.an estimated accuracy of +/- 6 seconds.
 LG0490
 LG0490.The orthometric height was determined by differential leveling
 LG0490.and adjusted by the National Geodetic Survey in June 1991..
 LG0490.WARNING-Repeat measurements at this control monument indicate possible
 LG0490.vertical movement.
 LG0490
 LG0490.The geoid height was determined by GEOID03.
 LG0490
 LG0490.The dynamic height is computed by dividing the NAVD 88
 LG0490.geopotential number by the normal gravity value computed on the
 LG0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0490.degrees latitude (g = 980.6199 gals.).
 LG0490
 LG0490.The modeled gravity was interpolated from observed gravity values.
 LG0490
 LG0490;                    North         East    Units  Estimated Accuracy
 LG0490;SPC NE       -   108,410.      729,470.      MT  (+/- 180 meters Scaled)
 LG0490
 LG0490                          SUPERSEDED SURVEY CONTROL
 LG0490
 LG0490  NGVD 29 (??/??/92)  445.061  (m)         1460.17   (f) ADJ UNCH    2 0
 LG0490
 LG0490.Superseded values are not recommended for survey control.
 LG0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0490.See file dsdata.txt to determine how the superseded data were derived.
 LG0490
 LG0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL450154(NAD 83)
 LG0490_MARKER: DB = BENCH MARK DISK
 LG0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0490_SP_SET: CONCRETE BLOCK
 LG0490_STAMPING: C 83 1935
 LG0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0490
 LG0490  HISTORY     - Date     Condition        Report By
 LG0490  HISTORY     - 1935     MONUMENTED       CGS
 LG0490  HISTORY     - 1938     GOOD             NGS
 LG0490
 LG0490                          STATION DESCRIPTION
 LG0490
 LG0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0490'AT BEAVER CROSSING.
 LG0490'AT BEAVER CROSSING, SEWARD COUNTY, ON THE CHICAGO AND NORTH
 LG0490'WESTERN RAILWAY, 600 FEET EAST OF THE STATION, 76.7 FEET NORTH
 LG0490'OF THE NORTH RAIL, 37.5 FEET EAST OF THE NORTHEAST CORNER OF
 LG0490'A BLACKSMITH SHOP, AND IN THE RAILROAD PARK.  A STANDARD DISK,
 LG0490'STAMPED C 83 1935 AND SET IN THE TOP OF A LARGE CONCRETE BLOCK.
 LG0490
 LG0490                          STATION RECOVERY (1938)
 LG0490
 LG0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 LG0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0044 ***********************************************************************
 ML0044  DESIGNATION -  C 84
 ML0044  PID         -  ML0044
 ML0044  STATE/COUNTY-  NE/BOONE
 ML0044  USGS QUAD   -  ALBION WEST (1985)
 ML0044
 ML0044                         *CURRENT SURVEY CONTROL
 ML0044  ___________________________________________________________________
 ML0044* NAD 83(1986)-  41 41 45.     (N)    098 00 07.     (W)     SCALED    
 ML0044* NAVD 88     -       532.772  (meters)    1747.94   (feet)  ADJUSTED  
 ML0044  ___________________________________________________________________
 ML0044  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 ML0044  DYNAMIC HT  -         532.538 (meters)    1747.17  (feet)  COMP
 ML0044  MODELED GRAV-     980,168.1   (mgal)                       NAVD 88
 ML0044
 ML0044  VERT ORDER  -  SECOND    CLASS 0
 ML0044
 ML0044.The horizontal coordinates were scaled from a topographic map and have
 ML0044.an estimated accuracy of +/- 6 seconds.
 ML0044
 ML0044.The orthometric height was determined by differential leveling
 ML0044.and adjusted by the National Geodetic Survey in June 1991..
 ML0044
 ML0044.The geoid height was determined by GEOID03.
 ML0044
 ML0044.The dynamic height is computed by dividing the NAVD 88
 ML0044.geopotential number by the normal gravity value computed on the
 ML0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0044.degrees latitude (g = 980.6199 gals.).
 ML0044
 ML0044.The modeled gravity was interpolated from observed gravity values.
 ML0044
 ML0044;                    North         East    Units  Estimated Accuracy
 ML0044;SPC NE       -   208,710.      666,260.      MT  (+/- 180 meters Scaled)
 ML0044
 ML0044                          SUPERSEDED SURVEY CONTROL
 ML0044
 ML0044  NGVD 29 (??/??/92)  532.559  (m)         1747.24   (f) ADJ UNCH    2 0
 ML0044
 ML0044.Superseded values are not recommended for survey control.
 ML0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0044.See file dsdata.txt to determine how the superseded data were derived.
 ML0044
 ML0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM830164(NAD 83)
 ML0044_MARKER: DB = BENCH MARK DISK
 ML0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0044_STAMPING: C 84 1935
 ML0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0044+STABILITY: SURFACE MOTION
 ML0044
 ML0044  HISTORY     - Date     Condition        Report By
 ML0044  HISTORY     - 1935     MONUMENTED       CGS
 ML0044  HISTORY     - 1939     GOOD             NGS
 ML0044
 ML0044                          STATION DESCRIPTION
 ML0044
 ML0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0044'AT ALBION.
 ML0044'AT ALBION, BOONE COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 ML0044'0.2 MILE NORTH OF THE STATION, AT THE RAILROAD YARDS, OPPOSITE
 ML0044'THE SECTION FOREMANS HOUSE, 82.4 FEET NORTH OF A TRANSFORMER
 ML0044'BUILDING, 40.7 FEET WEST OF THE WEST RAIL, AND 15.6 FEET NORTH OF
 ML0044'THE NORTH EDGE OF A DITCH.  A STANDARD DISK, STAMPED C 84 1935
 ML0044'AND SET IN THE TOP OF A CONCRETE POST.
 ML0044
 ML0044                          STATION RECOVERY (1939)
 ML0044
 ML0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 ML0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1645 ***********************************************************************
 MK1645  DESIGNATION -  C 85
 MK1645  PID         -  MK1645
 MK1645  STATE/COUNTY-  NE/BOONE
 MK1645  USGS QUAD   -  ALBION EAST (1985)
 MK1645
 MK1645                         *CURRENT SURVEY CONTROL
 MK1645  ___________________________________________________________________
 MK1645* NAD 83(1986)-  41 38 08.     (N)    097 55 37.     (W)     SCALED    
 MK1645* NAVD 88     -       519.628  (meters)    1704.81   (feet)  ADJUSTED  
 MK1645  ___________________________________________________________________
 MK1645  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 MK1645  DYNAMIC HT  -         519.401 (meters)    1704.07  (feet)  COMP
 MK1645  MODELED GRAV-     980,169.2   (mgal)                       NAVD 88
 MK1645
 MK1645  VERT ORDER  -  SECOND    CLASS 0
 MK1645
 MK1645.The horizontal coordinates were scaled from a topographic map and have
 MK1645.an estimated accuracy of +/- 6 seconds.
 MK1645
 MK1645.The orthometric height was determined by differential leveling
 MK1645.and adjusted by the National Geodetic Survey in June 1991..
 MK1645
 MK1645.The geoid height was determined by GEOID03.
 MK1645
 MK1645.The dynamic height is computed by dividing the NAVD 88
 MK1645.geopotential number by the normal gravity value computed on the
 MK1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1645.degrees latitude (g = 980.6199 gals.).
 MK1645
 MK1645.The modeled gravity was interpolated from observed gravity values.
 MK1645
 MK1645;                    North         East    Units  Estimated Accuracy
 MK1645;SPC NE       -   202,160.      672,660.      MT  (+/- 180 meters Scaled)
 MK1645
 MK1645                          SUPERSEDED SURVEY CONTROL
 MK1645
 MK1645  NGVD 29 (??/??/92)  519.417  (m)         1704.12   (f) ADJ UNCH    2 0
 MK1645
 MK1645.Superseded values are not recommended for survey control.
 MK1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1645.See file dsdata.txt to determine how the superseded data were derived.
 MK1645
 MK1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM893098(NAD 83)
 MK1645_MARKER: DB = BENCH MARK DISK
 MK1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1645_STAMPING: C 85 1935
 MK1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1645+STABILITY: SURFACE MOTION
 MK1645
 MK1645  HISTORY     - Date     Condition        Report By
 MK1645  HISTORY     - 1935     MONUMENTED       CGS
 MK1645  HISTORY     - 1950     GOOD             NGS
 MK1645
 MK1645                          STATION DESCRIPTION
 MK1645
 MK1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1645'1 MI NW FROM BOONE.
 MK1645'1.0 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1645'FROM THE STATION AT BOONE, AT A ROAD CROSSING, 46.3 FEET SOUTHWEST
 MK1645'OF THE SOUTHWEST RAIL, 23 FEET NORTHEAST OF THE CENTER LINE OF
 MK1645'A ROAD, 4.0 FEET NORTHEAST OF THE FIRST TELEPHONE POLE SOUTHEAST
 MK1645'OF THE CROSSING, 3.3 FEET NORTHEAST OF A FENCE, 1.6 FEET
 MK1645'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1645'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0064 ***********************************************************************
 ML0064  DESIGNATION -  C 86
 ML0064  PID         -  ML0064
 ML0064  STATE/COUNTY-  NE/BOONE
 ML0064  USGS QUAD   -  CEDAR RAPIDS (1985)
 ML0064
 ML0064                         *CURRENT SURVEY CONTROL
 ML0064  ___________________________________________________________________
 ML0064* NAD 83(1986)-  41 34 51.     (N)    098 10 48.     (W)     SCALED    
 ML0064* NAVD 88     -       550.846  (meters)    1807.23   (feet)  ADJUSTED  
 ML0064  ___________________________________________________________________
 ML0064  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 ML0064  DYNAMIC HT  -         550.589 (meters)    1806.39  (feet)  COMP
 ML0064  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 ML0064
 ML0064  VERT ORDER  -  SECOND    CLASS 0
 ML0064
 ML0064.The horizontal coordinates were scaled from a topographic map and have
 ML0064.an estimated accuracy of +/- 6 seconds.
 ML0064
 ML0064.The orthometric height was determined by differential leveling
 ML0064.and adjusted by the National Geodetic Survey in June 1991..
 ML0064
 ML0064.The geoid height was determined by GEOID03.
 ML0064
 ML0064.The dynamic height is computed by dividing the NAVD 88
 ML0064.geopotential number by the normal gravity value computed on the
 ML0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0064.degrees latitude (g = 980.6199 gals.).
 ML0064
 ML0064.The modeled gravity was interpolated from observed gravity values.
 ML0064
 ML0064;                    North         East    Units  Estimated Accuracy
 ML0064;SPC NE       -   195,610.      651,710.      MT  (+/- 180 meters Scaled)
 ML0064
 ML0064                          SUPERSEDED SURVEY CONTROL
 ML0064
 ML0064  NGVD 29 (??/??/92)  550.615  (m)         1806.48   (f) ADJ UNCH    2 0
 ML0064
 ML0064.Superseded values are not recommended for survey control.
 ML0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0064.See file dsdata.txt to determine how the superseded data were derived.
 ML0064
 ML0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM683035(NAD 83)
 ML0064_MARKER: DB = BENCH MARK DISK
 ML0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0064_STAMPING: C 86 1935
 ML0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0064+STABILITY: SURFACE MOTION
 ML0064
 ML0064  HISTORY     - Date     Condition        Report By
 ML0064  HISTORY     - 1935     MONUMENTED       CGS
 ML0064  HISTORY     - 1951     MARK NOT FOUND   NGS
 ML0064
 ML0064                          STATION DESCRIPTION
 ML0064
 ML0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0064'2 MI NW FROM CEDAR RAPIDS.
 ML0064'2.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0064'STATION AT CEDAR RAPIDS, BOONE COUNTY, AT A ROAD CROSSING, 75.6 FEET
 ML0064'SOUTHWEST OF THE CENTER OF THE CROSSING, 31.7 FEET WEST OF THE
 ML0064'WEST RAIL, AND 24.6 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 ML0064'C 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ML0064
 ML0064                          STATION RECOVERY (1951)
 ML0064
 ML0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 ML0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1404 ***********************************************************************
 MK1404  DESIGNATION -  C 87
 MK1404  PID         -  MK1404
 MK1404  STATE/COUNTY-  NE/PLATTE
 MK1404  USGS QUAD   -  MONROE (1958)
 MK1404
 MK1404                         *CURRENT SURVEY CONTROL
 MK1404  ___________________________________________________________________
 MK1404* NAD 83(1986)-  41 28 03.     (N)    097 30 11.     (W)     SCALED    
 MK1404* NAVD 88     -       454.002  (meters)    1489.50   (feet)  ADJUSTED  
 MK1404  ___________________________________________________________________
 MK1404  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 MK1404  DYNAMIC HT  -         453.803 (meters)    1488.85  (feet)  COMP
 MK1404  MODELED GRAV-     980,168.8   (mgal)                       NAVD 88
 MK1404
 MK1404  VERT ORDER  -  SECOND    CLASS 0
 MK1404
 MK1404.The horizontal coordinates were scaled from a topographic map and have
 MK1404.an estimated accuracy of +/- 6 seconds.
 MK1404
 MK1404.The orthometric height was determined by differential leveling
 MK1404.and adjusted by the National Geodetic Survey in June 1991..
 MK1404
 MK1404.The geoid height was determined by GEOID03.
 MK1404
 MK1404.The dynamic height is computed by dividing the NAVD 88
 MK1404.geopotential number by the normal gravity value computed on the
 MK1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1404.degrees latitude (g = 980.6199 gals.).
 MK1404
 MK1404.The modeled gravity was interpolated from observed gravity values.
 MK1404
 MK1404;                    North         East    Units  Estimated Accuracy
 MK1404;SPC NE       -   184,450.      708,490.      MT  (+/- 180 meters Scaled)
 MK1404
 MK1404                          SUPERSEDED SURVEY CONTROL
 MK1404
 MK1404  NGVD 29 (??/??/92)  453.820  (m)         1488.91   (f) ADJ UNCH    2 0
 MK1404
 MK1404.Superseded values are not recommended for survey control.
 MK1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1404.See file dsdata.txt to determine how the superseded data were derived.
 MK1404
 MK1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL250917(NAD 83)
 MK1404_MARKER: DB = BENCH MARK DISK
 MK1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1404_STAMPING: C 87 1935
 MK1404_MARK LOGO: CGS   
 MK1404_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1404+STABILITY: SURFACE MOTION
 MK1404
 MK1404  HISTORY     - Date     Condition        Report By
 MK1404  HISTORY     - 1935     MONUMENTED       CGS
 MK1404  HISTORY     - 1950     GOOD             NGS
 MK1404  HISTORY     - 19910320 GOOD             NEDR
 MK1404
 MK1404                          STATION DESCRIPTION
 MK1404
 MK1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1404'1.1 MI E FROM OCONEE.
 MK1404'1.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1404'SIGN AT OCONEE, AT A ROAD CROSSING, 34 FEET EAST OF THE CENTER
 MK1404'LINE OF A ROAD, 46 FEET NORTH OF THE NORTH RAIL, 5.5 FEET EAST
 MK1404'OF A FENCE CORNER, 4 FEET SOUTHEAST OF A POWER POLE, 1 FOOT SOUTH
 MK1404'OF A FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF
 MK1404'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK1404
 MK1404                          STATION RECOVERY (1991)
 MK1404
 MK1404'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MK1404'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 22 AND THE ROAD SOUTH TO
 MK1404'OCONEE, GO EAST ON HIGHWAY 22 FOR 0.9 MI (1.4 KM) TO A COUNTY ROAD
 MK1404'INTERSECTION, TURN RIGHT AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE MARK,
 MK1404'34 FT (10.4 M) EAST FROM THE CENTERLINE OF THE ROAD, 46.0 FT (14.0 M)
 MK1404'NORTH FROM THE NORTH RAIL, 5.5 FT (1.7 M) EAST OF A CONCRETE CORNER
 MK1404'POST, 4 FT (1.2 M) SOUTHEAST FROM A POWER POLE, 1 FT (0.3 M) SOUTH OF
 MK1404'AN EAST/WEST FENCE AND A FIBERGLASS WITNESS POST, SET INTO THE TOP OF
 MK1404'A CONCRETE POST THAT PROJECTS 0.1 FT (3.0 CM) ABOVE THE GROUND
 MK1404'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1069 ***********************************************************************
 LF1069  DESIGNATION -  C 88
 LF1069  PID         -  LF1069
 LF1069  STATE/COUNTY-  NE/CASS
 LF1069  USGS QUAD   -  NEHAWKA (1966)
 LF1069
 LF1069                         *CURRENT SURVEY CONTROL
 LF1069  ___________________________________________________________________
 LF1069* NAD 83(1986)-  40 49 31.     (N)    095 56 59.     (W)     SCALED    
 LF1069* NAVD 88     -       296.851  (meters)     973.92   (feet)  ADJUSTED  
 LF1069  ___________________________________________________________________
 LF1069  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 LF1069  DYNAMIC HT  -         296.714 (meters)     973.47  (feet)  COMP
 LF1069  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 LF1069
 LF1069  VERT ORDER  -  SECOND    CLASS 0
 LF1069
 LF1069.The horizontal coordinates were scaled from a topographic map and have
 LF1069.an estimated accuracy of +/- 6 seconds.
 LF1069
 LF1069.The orthometric height was determined by differential leveling
 LF1069.and adjusted by the National Geodetic Survey in June 1991..
 LF1069
 LF1069.The geoid height was determined by GEOID03.
 LF1069
 LF1069.The dynamic height is computed by dividing the NAVD 88
 LF1069.geopotential number by the normal gravity value computed on the
 LF1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1069.degrees latitude (g = 980.6199 gals.).
 LF1069
 LF1069.The modeled gravity was interpolated from observed gravity values.
 LF1069
 LF1069;                    North         East    Units  Estimated Accuracy
 LF1069;SPC NE       -   118,130.      841,450.      MT  (+/- 180 meters Scaled)
 LF1069
 LF1069                          SUPERSEDED SURVEY CONTROL
 LF1069
 LF1069  NGVD 29 (??/??/92)  296.758  (m)          973.61   (f) ADJ UNCH    2 0
 LF1069
 LF1069.Superseded values are not recommended for survey control.
 LF1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1069.See file dsdata.txt to determine how the superseded data were derived.
 LF1069
 LF1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF512235(NAD 83)
 LF1069_MARKER: DB = BENCH MARK DISK
 LF1069_SETTING: 0 = UNSPECIFIED SETTING
 LF1069_STAMPING: C 88 1935
 LF1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1069
 LF1069  HISTORY     - Date     Condition        Report By
 LF1069  HISTORY     - 1935     MONUMENTED       CGS
 LF1069  HISTORY     - 1947     MARK NOT FOUND   NGS
 LF1069
 LF1069                          STATION DESCRIPTION
 LF1069
 LF1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF1069'1.4 MI NW FROM UNION.
 LF1069'1.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF1069'STATION AT UNION, CASS COUNTY, 1,000 FEET WEST OF MILEPOST 449,
 LF1069'75 FEET SOUTHEAST OF A ROAD CROSSING, 67 FEET SOUTH OF THE
 LF1069'SOUTH RAIL OF THE TRACK, AND 4 FEET NORTH OF A FENCE.  A STANDARD
 LF1069'DISK, STAMPED C 88 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0201 ***********************************************************************
 MN0201  DESIGNATION -  C 9
 MN0201  PID         -  MN0201
 MN0201  STATE/COUNTY-  NE/CHEYENNE
 MN0201  USGS QUAD   -  LORENZO (1972)
 MN0201
 MN0201                         *CURRENT SURVEY CONTROL
 MN0201  ___________________________________________________________________
 MN0201* NAD 83(1986)-  41 04 35.     (N)    103 03 12.     (W)     SCALED    
 MN0201* NAVD 88     -      1329.844  (meters)    4363.00   (feet)  ADJUSTED  
 MN0201  ___________________________________________________________________
 MN0201  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 MN0201  DYNAMIC HT  -        1328.893 (meters)    4359.88  (feet)  COMP
 MN0201  MODELED GRAV-     979,862.4   (mgal)                       NAVD 88
 MN0201
 MN0201  VERT ORDER  -  FIRST     CLASS II
 MN0201
 MN0201.The horizontal coordinates were scaled from a topographic map and have
 MN0201.an estimated accuracy of +/- 6 seconds.
 MN0201
 MN0201.The orthometric height was determined by differential leveling
 MN0201.and adjusted by the National Geodetic Survey in June 1991..
 MN0201
 MN0201.The geoid height was determined by GEOID03.
 MN0201
 MN0201.The dynamic height is computed by dividing the NAVD 88
 MN0201.geopotential number by the normal gravity value computed on the
 MN0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0201.degrees latitude (g = 980.6199 gals.).
 MN0201
 MN0201.The modeled gravity was interpolated from observed gravity values.
 MN0201
 MN0201;                    North         East    Units  Estimated Accuracy
 MN0201;SPC NE       -   142,540.      243,540.      MT  (+/- 180 meters Scaled)
 MN0201
 MN0201                          SUPERSEDED SURVEY CONTROL
 MN0201
 MN0201  NGVD 29 (??/??/92) 1329.21   (m)         4360.9    (f) COMPUTED    1 2
 MN0201
 MN0201.Superseded values are not recommended for survey control.
 MN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0201.See file dsdata.txt to determine how the superseded data were derived.
 MN0201
 MN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF635490(NAD 83)
 MN0201_MARKER: DB = BENCH MARK DISK
 MN0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0201_STAMPING: C-9 1933
 MN0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0201+STABILITY: SURFACE MOTION
 MN0201
 MN0201  HISTORY     - Date     Condition        Report By
 MN0201  HISTORY     - 1933     MONUMENTED       CGS
 MN0201  HISTORY     - 1941     MARK NOT FOUND   NGS
 MN0201
 MN0201                          STATION DESCRIPTION
 MN0201
 MN0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MN0201'6.6 MI S FROM SIDNEY.
 MN0201'LOCATED ON THE R/W OF THE C.B. AND Q. RAILROAD AT A PUBLIC ROAD
 MN0201'CROSSING 13 1/2 POLES NORTH OF MILEPOST 82, 94.3 FT EAST OF THE
 MN0201'EAST RAIL OF THE MAINLINE, 33 FT NORTH OF THE CENTERLINE OF THE
 MN0201'ROAD, 4.4 FT NORTH OF THE NORTH ROAD R/W FENCE, 6.5 FT WEST OF
 MN0201'THE EAST RR. R/W FENCE.  TABLET IS STAMPED C-9 1933.
 MN0201
 MN0201                          STATION RECOVERY (1941)
 MN0201
 MN0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MN0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0202 ***********************************************************************
 MN0202  DESIGNATION -  C 9 RESET
 MN0202  PID         -  MN0202
 MN0202  STATE/COUNTY-  NE/CHEYENNE
 MN0202  USGS QUAD   -  LORENZO (1972)
 MN0202
 MN0202                         *CURRENT SURVEY CONTROL
 MN0202  ___________________________________________________________________
 MN0202* NAD 83(1986)-  41 04 36.     (N)    103 03 12.     (W)     SCALED    
 MN0202* NAVD 88     -      1329.84   (+/-2cm)    4363.0    (feet)  VERTCON   
 MN0202  ___________________________________________________________________
 MN0202  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 MN0202
 MN0202  VERT ORDER  -  THIRD (See Below)
 MN0202
 MN0202.The horizontal coordinates were scaled from a topographic map and have
 MN0202.an estimated accuracy of +/- 6 seconds.
 MN0202
 MN0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0202.The vertical order pertains to the NGVD 29 superseded value.
 MN0202
 MN0202.The geoid height was determined by GEOID03.
 MN0202
 MN0202;                    North         East    Units  Estimated Accuracy
 MN0202;SPC NE       -   142,570.      243,540.      MT  (+/- 180 meters Scaled)
 MN0202
 MN0202                          SUPERSEDED SURVEY CONTROL
 MN0202
 MN0202  NGVD 29 (??/??/??) 1329.21   (m)         4360.9    (f) RESET       3  
 MN0202
 MN0202.Superseded values are not recommended for survey control.
 MN0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0202.See file dsdata.txt to determine how the superseded data were derived.
 MN0202
 MN0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF635490(NAD 83)
 MN0202_MARKER: DB = BENCH MARK DISK
 MN0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0202_STAMPING: C 9 RESET 1940
 MN0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0202+STABILITY: SURFACE MOTION
 MN0202
 MN0202  HISTORY     - Date     Condition        Report By
 MN0202  HISTORY     - 1940     MONUMENTED       NEDR
 MN0202  HISTORY     - 1941     MARK NOT FOUND   NGS
 MN0202  HISTORY     - 1942     MARK NOT FOUND   NGS
 MN0202
 MN0202                          STATION DESCRIPTION
 MN0202
 MN0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MN0202'6.2 MI SW FROM SIDNEY.
 MN0202'6.2 MILES SOUTHWEST.  A STANDARD DISK, STAMPED C 9 RESET 1940 AND
 MN0202'SET IN THE TOP OF A CONCRETE POST.  THIS MARK IS 130 FEET DUE
 MN0202'NORTH OF THE OLD LOCATION OF C 9 WHICH WAS DESCRIBED AS
 MN0202'FOLLOWS-- 6.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND
 MN0202'QUINCY RAILROAD FROM THE STATION AT SIDNEY, CHEYENNE COUNTY, 1
 MN0202'MILE EAST AND 2 MILES NORTH OF LORENZO, 13-1/2 POLES NORTH OF
 MN0202'MILEPOST 82, AT A ROAD CROSSING, 94 FEET EAST OF THE EAST RAIL OF
 MN0202'THE MAIN TRACK, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MN0202'6-1/2 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 4-1/2 FEET
 MN0202'NORTH OF THE NORTH ROAD RIGHT-OF-WAY FENCE.  NOTE-- MAY HAVE
 MN0202'BEEN DESTROYED WHEN NEW HIGHWAY WAS PUT IN.
 MN0202
 MN0202                          STATION RECOVERY (1942)
 MN0202
 MN0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MN0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0579 ***********************************************************************
 NP0579  DESIGNATION -  CABIN
 NP0579  PID         -  NP0579
 NP0579  STATE/COUNTY-  NE/CHERRY
 NP0579  USGS QUAD   -  GORDON SE (1969)
 NP0579
 NP0579                         *CURRENT SURVEY CONTROL
 NP0579  ___________________________________________________________________
 NP0579* NAD 83(1995)-  42 51 17.86510(N)    102 02 04.90999(W)     ADJUSTED  
 NP0579* NAVD 88     -      1149.     (meters)    3770.     (feet)  SCALED    
 NP0579  ___________________________________________________________________
 NP0579  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 NP0579  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 NP0579
 NP0579  HORZ ORDER  -  FIRST
 NP0579
 NP0579.The horizontal coordinates were established by classical geodetic methods
 NP0579.and adjusted by the National Geodetic Survey in August 1997..
 NP0579
 NP0579.The orthometric height was scaled from a topographic map.
 NP0579
 NP0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0579
 NP0579.The geoid height was determined by GEOID03.
 NP0579
 NP0579;                    North         East     Units Scale Factor Converg.
 NP0579;SPC NE       -   337,465.986   333,724.995   MT  0.99993670   -1 20 54.2
 NP0579;UTM  13      - 4,748,974.879   742,272.910   MT  1.00032217   +2 01 04.1
 NP0579;UTM  14      - 4,749,176.990   252,056.987   MT  1.00035637   -2 03 54.3
 NP0579
 NP0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0579!SPC NE       -   0.99982270  x   0.99993670  =   0.99975941
 NP0579!UTM  13      -   0.99982270  x   1.00032217  =   1.00014481
 NP0579!UTM  14      -   0.99982270  x   1.00035637  =   1.00017900
 NP0579
 NP0579|---------------------------------------------------------------------|
 NP0579| PID    Reference Object                     Distance      Geod. Az  |
 NP0579|                                                           dddmmss.s |
 NP0579| CP8928 CABIN RM 2                           23.570 METERS 00052     |
 NP0579| NP0580 GORDON MUNICIPAL TANK               APPROX.15.3 KM 2481451.4 |
 NP0579| CP8927 CABIN RM 1                           30.084 METERS 28844     |
 NP0579| CP8926 CABIN AZ MK                                        2985111.5 |
 NP0579|---------------------------------------------------------------------|
 NP0579
 NP0579                          SUPERSEDED SURVEY CONTROL
 NP0579
 NP0579  NAD 83(1986)-  42 51 17.85717(N)    102 02 04.91459(W) AD(       ) 1
 NP0579  NAD 27      -  42 51 17.85600(N)    102 02 03.36500(W) AD(       ) 1
 NP0579
 NP0579.Superseded values are not recommended for survey control.
 NP0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0579.See file dsdata.txt to determine how the superseded data were derived.
 NP0579
 NP0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH4227348975(NAD 83)
 NP0579_MARKER: DS = TRIANGULATION STATION DISK
 NP0579_SETTING: 0 = UNSPECIFIED SETTING
 NP0579
 NP0579  HISTORY     - Date     Condition        Report By
 NP0579  HISTORY     - 1946     MONUMENTED       CGS
 NP0579  HISTORY     - 1965     GOOD             CGS
 NP0579
 NP0579                          STATION DESCRIPTION
 NP0579
 NP0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0579'LOCATED ABOUT 9.5 MILES, AIRLINE, EAST-NORTHEAST OF GORDON,
 NP0579'0.75 MILE, AIRLINE NORTH OF THE CHICAGO AND NORTHWESTERN RAILROAD
 NP0579'TRACK AND 0.2 MILE EAST OF A NORTH-SOUTH FENCE LINE, ON THE
 NP0579'HIGHEST POINT OF A SHARP SANDY PEAK, THE MOST EASTERLY OF
 NP0579'TWO.  IT IS 150 YARDS WEST OF A NORTH-SOUTH FENCE LINE.  IT
 NP0579'IS A STANDARD DISK, STAMPED CABIN 1946, WELDED ON TOP OF A
 NP0579'3-INCH CAST-IRON PIPE PROJECTING 1 FOOT.
 NP0579'
 NP0579'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE HILL AND
 NP0579'ABOUT 45 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 NP0579'STAMPED CABIN NO 1 1946, WELDED ON THE TOP OF A 3-INCH CAST-IRON
 NP0579'PIPE PROJECTING 1 FOOT.
 NP0579'
 NP0579'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL AND ABOUT
 NP0579'10 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 NP0579'STAMPED CABIN NO 2 1946, WELDED ON THE TOP OF A 3-INCH CAST-IRON
 NP0579'PIPE PROJECTING 2.5 FEET.
 NP0579'
 NP0579'AZIMUTH MARK IS ON THE SOUTH SIDE OF A LOW RIDGE RUNNING EAST
 NP0579'AND WEST, IT IS 6 FEET EAST OF A NORTH-SOUTH FENCE LINE AND
 NP0579'1.5 FEET EAST OF A 4-INCH SQUARE, WOODEN WITNESS POST PROJECTING
 NP0579'2.5 FEET.  IT IS A STANDARD DISK, STAMPED CABIN 1946, WELDED ON
 NP0579'THE TOP OF A 3-INCH CAST-IRON PIPE PROJECTING 1 FOOT.
 NP0579'
 NP0579'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE
 NP0579'HIGHWAY 27 AT THE SOUTH EDGE OF GORDON GO EAST ON U.S. HIGHWAY
 NP0579'20 FOR 6.95 MILES TO A SIDE ROAD LEFT.  TURN LEFT, NORTH,
 NP0579'AND GO 3.45 MILES TO A DIM TRACK ROAD RIGHT AT A FENCE CORNER,
 NP0579'ABOUT 300 YARDS SOUTH OF A RANCH ON THE LEFT.  TURN RIGHT ON
 NP0579'DIM TRACK FOR 0.6 MILE TO A WIRE GATE IN A NORTH-SOUTH FENCE
 NP0579'LINE.  PASS THROUGH GATE AND GO 1.2 MILES NORTHEAST, ACROSS
 NP0579'PASTURE LAND, TO A NORTH-SOUTH FENCE LINE AND THE AZIMUTH
 NP0579'MARK AS DESCRIBED.  TAKE DOWN FENCE AND CONTINUE SOUTHEAST
 NP0579'FOR 0.2 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION
 NP0579'AS DESCRIBED.  TRUCK CAN BE DRIVEN WITHIN 50 YARDS OF
 NP0579'THE STATION.
 NP0579
 NP0579                          STATION RECOVERY (1965)
 NP0579
 NP0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NP0579'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 NP0579'NO. 2 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 NP0579'THE AZIMUTH MARK WAS FOUND DISPLACED AND WAS DESTROYED.
 NP0579'
 NP0579'NO NEW AZIMUTH MARK WAS SET, THE GORDON, MUNICIPAL WATER TANK
 NP0579'CAN BE USED FOR THE AZIMUTH MARK.
 NP0579'
 NP0579'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0421 ***********************************************************************
 MN0421  DESIGNATION -  CAFE
 MN0421  PID         -  MN0421
 MN0421  STATE/COUNTY-  NE/KEITH
 MN0421  USGS QUAD   -  BIG SPRINGS (1961)
 MN0421
 MN0421                         *CURRENT SURVEY CONTROL
 MN0421  ___________________________________________________________________
 MN0421* NAD 83(1995)-  41 05 26.57568(N)    102 03 05.35207(W)     ADJUSTED  
 MN0421* NAVD 88     -      1088.     (meters)    3570.     (feet)  SCALED    
 MN0421  ___________________________________________________________________
 MN0421  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 MN0421  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 MN0421
 MN0421  HORZ ORDER  -  THIRD
 MN0421
 MN0421.The horizontal coordinates were established by classical geodetic methods
 MN0421.and adjusted by the National Geodetic Survey in August 1997..
 MN0421
 MN0421.The orthometric height was scaled from a topographic map.
 MN0421
 MN0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0421
 MN0421.The geoid height was determined by GEOID03.
 MN0421
 MN0421;                    North         East     Units Scale Factor Converg.
 MN0421;SPC NE       -   141,646.388   327,705.172   MT  0.99968468   -1 21 34.3
 MN0421;SPC CO N     -   505,570.944 1,204,090.581   MT  1.00006435   +2 13 41.5
 MN0421;SPC CO N     - 1,658,694.01  3,950,420.51   sFT  1.00006435   +2 13 41.5
 MN0421;UTM  13      - 4,553,017.538   747,649.251   MT  1.00035489   +1 56 20.1
 MN0421;UTM  14      - 4,553,315.489   243,700.784   MT  1.00040855   -2 00 24.1
 MN0421
 MN0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0421!SPC NE       -   0.99983252  x   0.99968468  =   0.99951725
 MN0421!SPC CO N     -   0.99983252  x   1.00006435  =   0.99989686
 MN0421!UTM  13      -   0.99983252  x   1.00035489  =   1.00018735
 MN0421!UTM  14      -   0.99983252  x   1.00040855  =   1.00024100
 MN0421
 MN0421|---------------------------------------------------------------------|
 MN0421| PID    Reference Object                     Distance      Geod. Az  |
 MN0421|                                                           dddmmss.s |
 MN0421| MN0691 CAFE RM 3                            11.597 METERS 00448     |
 MN0421| MN0689 CAFE RM 1                             9.986 METERS 16232     |
 MN0421| LK0494 JULESBURG ATT CO MICROWAVE MST      APPROX.23.5 KM 2175915.0 |
 MN0421| MN0690 CAFE RM 2                            10.327 METERS 27329     |
 MN0421| MN0688 CAFE AZ MK                          APPROX. 0.9 KM 3361037.7 |
 MN0421|---------------------------------------------------------------------|
 MN0421
 MN0421                          SUPERSEDED SURVEY CONTROL
 MN0421
 MN0421  NAD 83(1995)-  41 05 26.57468(N)    102 03 05.35353(W) AD(       ) 3
 MN0421  NAD 83(1986)-  41 05 26.57448(N)    102 03 05.35344(W) AD(       ) 3
 MN0421  NAD 27      -  41 05 26.60850(N)    102 03 03.69450(W) AD(       ) 3
 MN0421
 MN0421.Superseded values are not recommended for survey control.
 MN0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0421.See file dsdata.txt to determine how the superseded data were derived.
 MN0421
 MN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4764953018(NAD 83)
 MN0421_MARKER: DS = TRIANGULATION STATION DISK
 MN0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0421_SP_SET: CONCRETE POST
 MN0421_STAMPING: CAFE 1963
 MN0421_MARK LOGO: CGS   
 MN0421_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MN0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0421+STABILITY: SURFACE MOTION
 MN0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0421+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1985
 MN0421
 MN0421  HISTORY     - Date     Condition        Report By
 MN0421  HISTORY     - 1963     MONUMENTED       CGS
 MN0421  HISTORY     - 1963     GOOD             CGS
 MN0421  HISTORY     - 1985     GOOD             DMA
 MN0421  HISTORY     - 19850724 GOOD             NGS
 MN0421
 MN0421                          STATION DESCRIPTION
 MN0421
 MN0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0421'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST OF BRULE, 2-1/2
 MN0421'MILES NORTH-NORTHEAST OF BIG SPRINGS, AND 1-1/2 MILES NORTH OF
 MN0421'THE SOUTH PLATTE RIVER.  IT IS ON THE SOUTH SIDE RIGHT-OF-WAY
 MN0421'OF U.S. HIGHWAY 30 AT THE WEST ENTRANCE TO A GAS STATION AND
 MN0421'CAFE.
 MN0421'
 MN0421'TO REACH THE STATION FROM THE POST OFFICE IN BIG SPRINGS GO
 MN0421'NORTH 1/2 BLOCK TO A CROSS STREET.  TURN LEFT AND GO WEST
 MN0421'1 BLOCK TO U.S. HIGHWAY 138.  TURN RIGHT AND GO NORTH 2.1 MILES
 MN0421'ON U.S. HIGHWAY 138 TO THE JUNCTION WITH U.S. HIGHWAY 30.
 MN0421'CONTINUE EAST ON U.S. HIGHWAY 30 FOR 0.5 MILE TO A SIDE ROAD
 MN0421'ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY 0.2 MILE TO THE
 MN0421'WEST DRIVEWAY INTO A SERVICE STATION AND CAFE AND THE STATION
 MN0421'ON THE RIGHT.
 MN0421'
 MN0421'THE STATION MARK IS A STANDARD DISK STAMPED CAFE 1963 CEMENTED
 MN0421'IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 2 INCHES
 MN0421'ABOVE THE SURFACE OF THE GROUND.  IT IS 4.5 FEET WEST OF THE
 MN0421'CENTER OF A POWER LINE POLE WITH TRIANGLE BLAZE.
 MN0421'
 MN0421'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CAFE NO
 MN0421'1 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0421'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 1.6 FEET NORTH
 MN0421'OF THE BASE OF A POWER LINE POLE.
 MN0421'
 MN0421'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CAFE
 MN0421'NO 2 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0421'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 1.3 FEET NORTHEAST
 MN0421'OF THE BASE OF A METAL WITNESS POST WITH SIGN.
 MN0421'
 MN0421'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAFE 1963 CEMENTED
 MN0421'IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 2 INCHES
 MN0421'ABOVE THE GROUND.  IT IS 40 FEET EAST OF THE CENTER OF A GRADED
 MN0421'GRAVEL ROAD, 2 FEET EAST OF A METAL WITNESS POST WITH SIGN,
 MN0421'AND 1.5 FEET SOUTHEAST OF A FENCE CORNER POST.
 MN0421'
 MN0421'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD ON THE LEFT IN
 MN0421'THE ABOVE DESCRIPTION TURN LEFT AND GO NORTH 0.5 MILE ON
 MN0421'GRADED GRAVELED ROAD TO A FENCE CORNER AND THE MARK ON THE RIGHT.
 MN0421
 MN0421                          STATION RECOVERY (1963)
 MN0421
 MN0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0421'RECOVERED IN GOOD CONDITION.
 MN0421
 MN0421                          STATION RECOVERY (1985)
 MN0421
 MN0421'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (CW)
 MN0421'CAFE 1963 FOUND GOOD.
 MN0421'CAFE NO 1 1963 FOUND DISTURBED (MONUMENT LOOSE AND LEANING).
 MN0421'CAFE NO 2 1963 FOUND GOOD.
 MN0421'
 MN0421'AZIMUTH MARK NOT SEARCHED FOR.
 MN0421'
 MN0421'DESCRIPTION ADEQUATE.
 MN0421
 MN0421                          STATION RECOVERY (1985)
 MN0421
 MN0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0421'THE SURFACE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 MN0421'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND TILTED OUT
 MN0421'OF PLACE AND WAS DESTROYED THIS DATE.  REFERENCE MARK 3 WAS
 MN0421'ESTABLISHED.  A CHECK ANGLE TO THE AZIMUTH MARK FROM A DISTANT
 MN0421'LANDMARK WAS OBTAINED, AND THE DISTANCE AND DIRECTION TO REFERENCE
 MN0421'MARK 2 WAS VERIFIFED.  THE UNDERGROUND MARK WAS NOT INSPECTED.  THE
 MN0421'CAFE AND GAS STATION MENTIONED IN THE 1963 DESCRIPTION ARE NOW
 MN0421'ABANDONED AND THE BUILDINGS DETERIORATING.  NEW DESCRIPTIVE TEXT
 MN0421'FOLLOWS.
 MN0421'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) WEST FROM BRULE, 4.0 KM
 MN0421'(2.5 MI) NORTH-NORTHEAST FROM BIG SPRINGS, 2.4 KM (1.5 MI) NORTH FROM
 MN0421'THE SOUTH PLATTE RIVER, 1.2 KM (0.7 MI) EAST FROM THE JUNCTION OF
 MN0421'U.S. HIGHWAYS 30 AND 138, 0.4 KM (0.2 MI) EAST FROM THE KEITH/DEUEL
 MN0421'COUNTY LINE AND ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 30.
 MN0421'TO REACH THE STATION FROM THE POST OFFICE IN BIG SPRINGS, GO NORTH ON
 MN0421'U.S. HIGHWAY 138 FOR 2.90 KM (1.80 MI) TO A FORK.  BEAR RIGHT AND
 MN0421'NORTHEAST FOR 0.32 KM (0.20 MI) TO U.S. HIGHWAY 30.  CONTINUE EAST ON
 MN0421'HIGHWAY 30 FOR 0.80 KM (0.50 MI) TO A SIDE ROAD LEFT, AT THE
 MN0421'KEITH/DEUEL COUNTY LINE.  CONTINUE EAST ON THE HIGHWAY FOR 0.32 KM
 MN0421'(0.20 MI) TO THE WEST ENTRANCE TO AN OLD ABANDONED BUILDING AND THE
 MN0421'STATION ON THE RIGHT.
 MN0421'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 MN0421'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.  IT IS 52.27 M
 MN0421'(171.49 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE CEMENT BLOCK
 MN0421'PART OF THE BUILDING, 29.9 M (98.1 FT) SOUTH FROM THE CENTERLINE OF
 MN0421'THE HIGHWAY, 18.0 M (59.1 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 MN0421'WEST ENTRANCE DRIVE, 1.37 M (4.49 FT) WEST FROM A POWER POLE AND 0.46
 MN0421'M (1.51 FT) NORTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0688 ***********************************************************************
 MN0688  DESIGNATION -  CAFE AZ MK
 MN0688  PID         -  MN0688
 MN0688  STATE/COUNTY-  NE/KEITH
 MN0688  USGS QUAD   -  BIG SPRINGS (1961)
 MN0688
 MN0688                         *CURRENT SURVEY CONTROL
 MN0688  ___________________________________________________________________
 MN0688* NAD 83(1995)-  41 05 52.46920(N)    102 03 20.46548(W)     ADJUSTED  
 MN0688* NAVD 88     -      1087.     (meters)    3566.     (feet)  SCALED    
 MN0688  ___________________________________________________________________
 MN0688  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 MN0688  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 MN0688
 MN0688  HORZ ORDER  -  THIRD
 MN0688
 MN0688.The horizontal coordinates were established by classical geodetic methods
 MN0688.and adjusted by the National Geodetic Survey in August 1997..
 MN0688
 MN0688.The orthometric height was scaled from a topographic map.
 MN0688
 MN0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0688
 MN0688.The geoid height was determined by GEOID03.
 MN0688
 MN0688;                    North         East     Units Scale Factor Converg.
 MN0688;SPC NE       -   142,453.070   327,371.638   MT  0.99968379   -1 21 44.3
 MN0688;UTM  13      - 4,553,804.218   747,269.600   MT  1.00035258   +1 56 11.1
 MN0688;UTM  14      - 4,554,126.475   243,376.150   MT  1.00041060   -2 00 35.1
 MN0688
 MN0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0688!SPC NE       -   0.99983270  x   0.99968379  =   0.99951654
 MN0688!UTM  13      -   0.99983270  x   1.00035258  =   1.00018522
 MN0688!UTM  14      -   0.99983270  x   1.00041060  =   1.00024323
 MN0688
 MN0688                          SUPERSEDED SURVEY CONTROL
 MN0688
 MN0688  NAD 83(1995)-  41 05 52.46811(N)    102 03 20.46717(W) AD(       ) 3
 MN0688
 MN0688.Superseded values are not recommended for survey control.
 MN0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0688.See file dsdata.txt to determine how the superseded data were derived.
 MN0688
 MN0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4727053804(NAD 83)
 MN0688_MARKER: DZ = AZIMUTH MARK DISK
 MN0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0688_SP_SET: CONCRETE POST
 MN0688_STAMPING: CAFE 1963
 MN0688_MARK LOGO: CGS   
 MN0688_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0688+STABILITY: SURFACE MOTION
 MN0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0688+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1985
 MN0688
 MN0688  HISTORY     - Date     Condition        Report By
 MN0688  HISTORY     - 1963     MONUMENTED       CGS
 MN0688  HISTORY     - 19850724 GOOD             NGS
 MN0688
 MN0688                          STATION DESCRIPTION
 MN0688
 MN0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0688'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 4.0 KM (2.5 MI)
 MN0688'NORTH-NORTHEAST FROM BIG SPRINGS, 1.2 KM (0.7 MI) NORTHEAST FROM THE
 MN0688'JUNCTION OF U.S. HIGHWAYS 30 AND 138, 0.8 KM (0.5 MI) NORTH FROM U.S.
 MN0688'HIGHWAY 30, ON THE EAST RIGHT-OF-WAY OF A GRADED ROAD, WHICH IS THE
 MN0688'DEUEL/KEITH COUNTY LINE, AND AT A LARGE, ABOVE GROUND, PIPELINE VALVE
 MN0688'SYSTEM.
 MN0688'TO REACH FROM THE BIG SPRINGS POST OFFICE, GO NORTH ON U.S. HIGHWAY
 MN0688'138 FOR 2.90 KM (1.80 MI) TO A FORK.  BEAR RIGHT  AND NORTHEAST FOR
 MN0688'0.32 KM (0.20 MI) TO U.S. HIGHWAY 30.  CONTINUE EAST ON HIGHWAY 30
 MN0688'FOR 0.80 KM (0.50 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON
 MN0688'THE GRADED ROAD FOR 0.80 KM (0.50 MI) TO THE MARK ON THE RIGHT.
 MN0688'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 MN0688'WITH THE GROUND.  IT IS 20.73 M (68.01 FT) SOUTH-SOUTHWEST FROM THE
 MN0688'CENTER OF THE PIPELINE VALVE, 12.2 M (40.0 FT) EAST FROM THE
 MN0688'CENTERLINE OF THE ROAD, 4.98 M (16.34 FT) NORTH-NORTHEAST FROM A
 MN0688'POWER POLE AND 0.61 M (2.00 FT) EAST FROM A WITNESS POST.
 MN0688'THE MARK WAS SET IN 1963 AND POSITIONED BY ELECTRONIC TRAVERSE IN
 MN0688'1985.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1953 ***********************************************************************
 MK1953  DESIGNATION -  CAHILL
 MK1953  PID         -  MK1953
 MK1953  STATE/COUNTY-  NE/BOONE
 MK1953  USGS QUAD   -  ST EDWARD SW (1985)
 MK1953
 MK1953                         *CURRENT SURVEY CONTROL
 MK1953  ___________________________________________________________________
 MK1953* NAD 83(1995)-  41 32 00.21623(N)    097 58 03.26564(W)     ADJUSTED  
 MK1953* NAVD 88     -       583.     (meters)    1913.     (feet)  SCALED    
 MK1953  ___________________________________________________________________
 MK1953  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 MK1953  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 MK1953
 MK1953  HORZ ORDER  -  FIRST
 MK1953
 MK1953.The horizontal coordinates were established by classical geodetic methods
 MK1953.and adjusted by the National Geodetic Survey in August 1997..
 MK1953
 MK1953.The orthometric height was scaled from a topographic map.
 MK1953
 MK1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1953
 MK1953.The geoid height was determined by GEOID03.
 MK1953
 MK1953;                    North         East     Units Scale Factor Converg.
 MK1953;SPC NE       -   190,742.405   669,539.096   MT  0.99965871   +1 20 48.8
 MK1953;UTM  14      - 4,598,486.073   586,125.444   MT  0.99969128   +0 41 04.6
 MK1953
 MK1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1953!SPC NE       -   0.99991240  x   0.99965871  =   0.99957114
 MK1953!UTM  14      -   0.99991240  x   0.99969128  =   0.99960371
 MK1953
 MK1953:                Primary Azimuth Mark                     Grid Az
 MK1953:SPC NE       -  CAHILL RM 1                              026 29 43.0
 MK1953:UTM  14      -  CAHILL RM 1                              027 09 27.2
 MK1953
 MK1953|---------------------------------------------------------------------|
 MK1953| PID    Reference Object                     Distance      Geod. Az  |
 MK1953|                                                           dddmmss.s |
 MK1953| CN8030 CAHILL RM 1                                        0275031.8 |
 MK1953| CN8031 CAHILL RM 2                          33.130 METERS 24825     |
 MK1953| ML1043 RED CHURCH SPIRE                    APPROX. 6.3 KM 2583820.9 |
 MK1953|---------------------------------------------------------------------|
 MK1953
 MK1953                          SUPERSEDED SURVEY CONTROL
 MK1953
 MK1953  NAD 83(1986)-  41 32 00.22360(N)    097 58 03.27013(W) AD(       ) 1
 MK1953  NAD 27      -  41 32 00.17800(N)    097 58 02.05700(W) AD(       ) 1
 MK1953
 MK1953.Superseded values are not recommended for survey control.
 MK1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1953.See file dsdata.txt to determine how the superseded data were derived.
 MK1953
 MK1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8612598486(NAD 83)
 MK1953_MARKER: DS = TRIANGULATION STATION DISK
 MK1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1953
 MK1953  HISTORY     - Date     Condition        Report By
 MK1953  HISTORY     - 1930     MONUMENTED       CGS
 MK1953  HISTORY     - 1934     GOOD             NEGS
 MK1953
 MK1953                          STATION DESCRIPTION
 MK1953
 MK1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1953'STATION ABOUT 9-1/2 MILES E, AND 2 MILES S OF CEDAR RAPIDS,
 MK1953'ABOUT 5-1/2 MILES W, AND 2-3/4 MILES S OF ST. EDWARD IN THE NW
 MK1953'1/4 SEC. OF 14, T 18 N, R 6 W, ON THE LAND WHICH BELONGS TO THE
 MK1953'J.D. CAHILL ESTATE.  THE STATION IS IN THE NW SECTION OF THE
 MK1953'PASTURE LAND, N OF THE GROVE OF TREES, 10.15 METERS FROM THE N
 MK1953'FENCE LINE AND 31.78 METERS FROM THE W FENCE LINE.
 MK1953'
 MK1953'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1953'DISKS SET IN CONCRETE.
 MK1953'
 MK1953'REFERENCE MARK NO. 1 IS ON THE N SIDE OF THE ROAD, IN A CULTIVATED
 MK1953'FIELD 0.44 METER FROM THE FENCE LINE, 7.50 METERS FROM THE
 MK1953'CENTER LINE OF THE ROAD AND ABOUT 0.35 MILE FROM THE STATION.
 MK1953'THIS ROAD RUNS E AND W.  REFERENCE MARK NO. 2 IS IN THE NW CORNER
 MK1953'OF THE PASTURE LAND, 0.67 METER FROM THE N FENCE LINE, 0.59 METER
 MK1953'FROM THE W FENCE LINE AND 33.13 METERS FROM THE STATION.
 MK1953'
 MK1953'THIS LAND IS NOW OCCUPIED BY FELIX ZEROSKY.
 MK1953'
 MK1953'TO REACH FROM CEDAR RAPIDS POST OFFICE FOLLOW E ON CENTRAL
 MK1953'HIGHWAY ABOUT 10-1/2 MILES AND THEN TURN S ON SECTION-LINE
 MK1953'ROAD ABOUT 2.4 MILES TO HOUSE AND GROVE AT W SIDE OF ROAD.
 MK1953'STATION IN LAND N OF GROVE AS DESCRIBED.
 MK1953'
 MK1953'TO REACH FROM ST. EDWARDS POST OFFICE GO W ON THE CENTRAL HIGHWAY
 MK1953'FOR 5.3 MILES THEN TURN S 2.4 MILES AS DESCRIBED ABOVE.
 MK1953'
 MK1953'HEIGHT OF SIGNAL ABOVE STATION MARK - 15 METERS.
 MK1953
 MK1953                          STATION RECOVERY (1934)
 MK1953
 MK1953'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 MK1953'STATION RECOVERED AND FOUND IN GOOD CONDITION.  NO DANGER OF
 MK1953'DISTURBANCE FROM ANY CAUSE AT PRESENT.  STATION IS LOCATED IN
 MK1953'NE 1/4 SEC. 14, T 18 N, R 6 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0474 ***********************************************************************
 ML0474  DESIGNATION -  CAIRO
 ML0474  PID         -  ML0474
 ML0474  STATE/COUNTY-  NE/HALL
 ML0474  USGS QUAD   -  DANNEBROG (1974)
 ML0474
 ML0474                         *CURRENT SURVEY CONTROL
 ML0474  ___________________________________________________________________
 ML0474* NAD 83(1986)-  41 00 06.     (N)    098 36 23.     (W)     SCALED    
 ML0474* NAVD 88     -       594.408  (meters)    1950.15   (feet)  ADJUSTED  
 ML0474  ___________________________________________________________________
 ML0474  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 ML0474  DYNAMIC HT  -         594.102 (meters)    1949.15  (feet)  COMP
 ML0474  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 ML0474
 ML0474  VERT ORDER  -  SECOND    CLASS 0
 ML0474
 ML0474.The horizontal coordinates were scaled from a topographic map and have
 ML0474.an estimated accuracy of +/- 6 seconds.
 ML0474
 ML0474.The orthometric height was determined by differential leveling
 ML0474.and adjusted by the National Geodetic Survey in June 1991..
 ML0474
 ML0474.The geoid height was determined by GEOID03.
 ML0474
 ML0474.The dynamic height is computed by dividing the NAVD 88
 ML0474.geopotential number by the normal gravity value computed on the
 ML0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0474.degrees latitude (g = 980.6199 gals.).
 ML0474
 ML0474.The modeled gravity was interpolated from observed gravity values.
 ML0474
 ML0474;                    North         East    Units  Estimated Accuracy
 ML0474;SPC NE       -   130,660.      617,210.      MT  (+/- 180 meters Scaled)
 ML0474
 ML0474                          SUPERSEDED SURVEY CONTROL
 ML0474
 ML0474  NGVD 29 (??/??/92)  594.169  (m)         1949.37   (f) ADJ UNCH    2 0
 ML0474
 ML0474.Superseded values are not recommended for survey control.
 ML0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0474.See file dsdata.txt to determine how the superseded data were derived.
 ML0474
 ML0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL331390(NAD 83)
 ML0474_MARKER: DB = BENCH MARK DISK
 ML0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0474_SP_SET: CONCRETE BASE
 ML0474_STAMPING: CAIRO 1949
 ML0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0474
 ML0474  HISTORY     - Date     Condition        Report By
 ML0474  HISTORY     - 1949     MONUMENTED       CGS
 ML0474
 ML0474                          STATION DESCRIPTION
 ML0474
 ML0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0474'AT CAIRO.
 ML0474'AT CAIRO, ABOUT 250 FEET EAST OF THE JUNCTION OF STATE HIGHWAY
 ML0474'NO. 2 WITH STATE HIGHWAY NO. 60, SET IN THE NORTH CORNER OF THE
 ML0474'NORTHEAST CONCRETE BASE OF THE NORTHEAST STEEL LEG OF THE WATER
 ML0474'TOWER, 27 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO. 2,
 ML0474'0.2 FOOT NORTH OF THE NORTH CORNER OF THE IRON BASEPLATE, LEVEL
 ML0474'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1100 ***********************************************************************
 ML1100  DESIGNATION -  CAIRO MUNICIPAL TANK
 ML1100  PID         -  ML1100
 ML1100  STATE/COUNTY-  NE/HALL
 ML1100  USGS QUAD   -  DANNEBROG (1974)
 ML1100
 ML1100                         *CURRENT SURVEY CONTROL
 ML1100  ___________________________________________________________________
 ML1100* NAD 83(1995)-  41 00 05.69367(N)    098 36 23.59535(W)     ADJUSTED  
 ML1100* NAVD 88     -                                                        
 ML1100  ___________________________________________________________________
 ML1100  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 ML1100  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 ML1100
 ML1100  HORZ ORDER  -  THIRD
 ML1100
 ML1100.The horizontal coordinates were established by classical geodetic methods
 ML1100.and adjusted by the National Geodetic Survey in August 1997..
 ML1100
 ML1100
 ML1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1100
 ML1100.The geoid height was determined by GEOID03.
 ML1100
 ML1100;                    North         East     Units Scale Factor Converg.
 ML1100;SPC NE       -   130,650.930   617,194.425   MT  0.99969707   +0 55 24.4
 ML1100;UTM  14      - 4,539,007.169   533,088.635   MT  0.99961347   +0 15 29.3
 ML1100
 ML1100                          SUPERSEDED SURVEY CONTROL
 ML1100
 ML1100  NAD 83(1986)-  41 00 05.70107(N)    098 36 23.59748(W) AD(       ) 4
 ML1100  NAD 27      -  41 00 05.63700(N)    098 36 22.35200(W) AD(       ) 3
 ML1100
 ML1100.Superseded values are not recommended for survey control.
 ML1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1100.See file dsdata.txt to determine how the superseded data were derived.
 ML1100
 ML1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3308939007(NAD 83)
 ML1100_MARKER: 53 = ELEVATED TANK
 ML1100
 ML1100  HISTORY     - Date     Condition        Report By
 ML1100  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1100
 ML1100                          STATION DESCRIPTION
 ML1100
 ML1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1100'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF CAIRO ON
 ML1100'THE SOUTH SIDE OF STATE HIGHWAY 2.  IT IS A FOUR LEGGED STEEL
 ML1100'STRUCTURE SUPPORTING A TANK ON ITS TOP.  IT HAS AN OVERALL
 ML1100'HEIGHT OF 115 FEET.  THE POINT OBSERVED UPON WAS THE BALL AT THE
 ML1100'APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0771 ***********************************************************************
 NN0771  DESIGNATION -  CALAMIS
 NN0771  PID         -  NN0771
 NN0771  STATE/COUNTY-  NE/BROWN
 NN0771  USGS QUAD   -  GOLDMAN LAKE NW (1982)
 NN0771
 NN0771                         *CURRENT SURVEY CONTROL
 NN0771  ___________________________________________________________________
 NN0771* NAD 83(1995)-  42 10 19.80813(N)    099 59 48.15693(W)     ADJUSTED  
 NN0771* NAVD 88     -       838.     (meters)    2749.     (feet)  SCALED    
 NN0771  ___________________________________________________________________
 NN0771  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 NN0771  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 NN0771
 NN0771  HORZ ORDER  -  FIRST
 NN0771
 NN0771.The horizontal coordinates were established by classical geodetic methods
 NN0771.and adjusted by the National Geodetic Survey in August 1997..
 NN0771
 NN0771.The orthometric height was scaled from a topographic map.
 NN0771
 NN0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0771
 NN0771.The geoid height was determined by GEOID03.
 NN0771
 NN0771;                    North         East     Units Scale Factor Converg.
 NN0771;SPC NE       -   259,676.109   500,271.747   MT  0.99972617   +0 00 07.8
 NN0771;UTM  14      - 4,669,372.976   417,677.293   MT  0.99968339   -0 40 09.1
 NN0771
 NN0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0771!SPC NE       -   0.99987203  x   0.99972617  =   0.99959823
 NN0771!UTM  14      -   0.99987203  x   0.99968339  =   0.99955546
 NN0771
 NN0771|---------------------------------------------------------------------|
 NN0771| PID    Reference Object                     Distance      Geod. Az  |
 NN0771|                                                           dddmmss.s |
 NN0771| CO2796 CALAMIS RM 1                         21.977 METERS 27006     |
 NN0771| CO2795 CALAMIS AZ MK                                      3473837.1 |
 NN0771| CO2797 CALAMIS RM 2                          9.285 METERS 35648     |
 NN0771|---------------------------------------------------------------------|
 NN0771
 NN0771                          SUPERSEDED SURVEY CONTROL
 NN0771
 NN0771  NAD 83(1986)-  42 10 19.81188(N)    099 59 48.16629(W) AD(       ) 1
 NN0771  NAD 27      -  42 10 19.81100(N)    099 59 46.70400(W) AD(       ) 1
 NN0771
 NN0771.Superseded values are not recommended for survey control.
 NN0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0771.See file dsdata.txt to determine how the superseded data were derived.
 NN0771
 NN0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1767769373(NAD 83)
 NN0771_MARKER: DB = BENCH MARK DISK
 NN0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0771
 NN0771  HISTORY     - Date     Condition        Report By
 NN0771  HISTORY     - 1949     MONUMENTED       USGS
 NN0771
 NN0771                          STATION DESCRIPTION
 NN0771
 NN0771'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NN0771'THE STATION IS LOCATED ABOUT 29.0 MILES SOUTH-SOUTHWEST OF
 NN0771'AINSWORTH, ABOUT 9.5 MILES EAST OF THE ELSMERE STORE AND
 NN0771'POST OFFICE AND ABOUT 6.0 MILES NORTH OF THE BROWN-BLAINE
 NN0771'COUNTY LINE.  IT IS ON THE HIGHEST POINT OF A SAND RIDGE ABOUT
 NN0771'0.65 OF A MILE SOUTH OF A GROUP OF RANCH BUILDINGS.  IT IS
 NN0771'A STANDARD U. S. G. S. BENCH MARK DISK SET IN THE TOP OF A
 NN0771'6 INCH BY 6 INCH CONCRETE POST PROJECTING 7 INCHES ABOVE
 NN0771'THE GROUND AND IS STAMPED CALAMIS 1948.
 NN0771'
 NN0771'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE HILL ABOUT
 NN0771'2.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD
 NN0771'U. S. G. S. REFERENCE MARK DISK SET IN THE TOP OF A 6 INCH
 NN0771'BY 6 INCH CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND
 NN0771'AND IS STAMPED CALAMIS 1948.
 NN0771'
 NN0771'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL ABOUT
 NN0771'3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 3
 NN0771'INCHES AND IS STAMPED CALAMIS NO 2 1949.
 NN0771'
 NN0771'THE AZIMUTH MARK IS 72.0 FEET SOUTH OF THE SOUTHEAST CORNER
 NN0771'OF A FRAME HOUSE, 22.5 FEET SOUTHWEST OF A WELL PUMP, 8.0
 NN0771'FEET WEST OF THE CENTER OF A CORRAL GATE, AND 0.5 OF A FOOT
 NN0771'NORTH OF A CORRAL FENCE.  IT IS SET FLUSH WITH THE TOP OF
 NN0771'THE GROUND AND IS STAMPED CALAMIS 1949.
 NN0771'
 NN0771'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0771'GO SOUTH ON STATE ROUTE NO. 7 FOR 26.55 MILES TO A BRIDGE
 NN0771'ACROSS THE CALAMUS RIVER, CONTINUE SOUTH ON STATE ROUTE NO.
 NN0771'7 FOR 0.3 OF A MILE TO A T ROAD RIGHT, TURN RIGHT ACROSS
 NN0771'A CATTLE GUARD AND GO 1.0 MILE TO A FORK, KEEP LEFT FORK
 NN0771'AND CONTINUE NORTHWESTERLY AND WEST ON MAIN TRAVELED ROAD
 NN0771'FOR 3.2 MILES TO A FORK, KEEP RIGHT AND GO 1.5 MILES TO A
 NN0771'CATTLE GUARD JUST WEST OF A LARGE SAND BLOW-OUT, CROSS CATTLE
 NN0771'GUARD AND CONTINUE ON MAIN TRAVELED ROAD FOR 2.1 MILES TO THE
 NN0771'ENTRANCE TO A RANCH HOME AND BUILDINGS ON THE LEFT, TURN
 NN0771'LEFT TO RANCH HOME (AZIMUTH MARK JUST SOUTH OF RANCH HOUSE
 NN0771'AS DESCRIBED) AND PASS THROUGH A WIRE GATE INTO A CORRAL,
 NN0771'CROSS CORRAL TO ANOTHER WIRE GATE, PASS THROUGH WIRE GATE
 NN0771'AND GO SOUTHERLY ACROSS A PASTURE FOR ABOUT 0.6 OF A
 NN0771'MILE TO THE HIGHEST POINT OF A SAND RIDGE AND THE
 NN0771'STATION AS DESCRIBED.
 NN0771'
 NN0771'A 74 FOOT SIGNAL AT STATION MIDVALE IS VISIBLE AT 4 FEET.
 NN0771'
 NN0771'A 6 FOOT SIGNAL AT STATION CALAMUS 1934 IS VISIBLE AT 4 FEET.
 NN0771'
 NN0771'A 4 FOOT SIGNAL AT STATION HUNT 2 IS VISIBLE AT 4 FEET.
 NN0771'
 NN0771'A 4 FOOT SIGNAL AT STATION KOSHOPAH IS VISIBLE AT 4 FEET.
 NN0771'
 NN0771'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0767 ***********************************************************************
 NN0767  DESIGNATION -  CALAMUS
 NN0767  PID         -  NN0767
 NN0767  STATE/COUNTY-  NE/BROWN
 NN0767  USGS QUAD   -  PARAMOUNT VALLEY (1981)
 NN0767
 NN0767                         *CURRENT SURVEY CONTROL
 NN0767  ___________________________________________________________________
 NN0767* NAD 83(1995)-  42 14 45.48187(N)    099 44 13.43517(W)     ADJUSTED  
 NN0767* NAVD 88     -       838.     (meters)    2749.     (feet)  SCALED    
 NN0767  ___________________________________________________________________
 NN0767  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 NN0767  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 NN0767
 NN0767  HORZ ORDER  -  FIRST
 NN0767
 NN0767.The horizontal coordinates were established by classical geodetic methods
 NN0767.and adjusted by the National Geodetic Survey in August 1997..
 NN0767
 NN0767.The orthometric height was scaled from a topographic map.
 NN0767
 NN0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0767
 NN0767.The geoid height was determined by GEOID03.
 NN0767
 NN0767;                    North         East     Units Scale Factor Converg.
 NN0767;SPC NE       -   267,904.227   521,694.612   MT  0.99974201   +0 10 27.3
 NN0767;UTM  14      - 4,677,349.226   439,193.479   MT  0.99964549   -0 29 44.0
 NN0767
 NN0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0767!SPC NE       -   0.99987207  x   0.99974201  =   0.99961411
 NN0767!UTM  14      -   0.99987207  x   0.99964549  =   0.99951760
 NN0767
 NN0767|---------------------------------------------------------------------|
 NN0767| PID    Reference Object                     Distance      Geod. Az  |
 NN0767|                                                           dddmmss.s |
 NN0767| CO2799 CALAMUS RM 1                         28.017 METERS 06418     |
 NN0767| CO2798 CALAMUS AZ MK                                      1265533.0 |
 NN0767| CO2800 CALAMUS RM 2                         31.279 METERS 18152     |
 NN0767|---------------------------------------------------------------------|
 NN0767
 NN0767                          SUPERSEDED SURVEY CONTROL
 NN0767
 NN0767  NAD 83(1986)-  42 14 45.48628(N)    099 44 13.44675(W) AD(       ) 1
 NN0767  NAD 27      -  42 14 45.48600(N)    099 44 12.00000(W) AD(       ) 1
 NN0767
 NN0767.Superseded values are not recommended for survey control.
 NN0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0767.See file dsdata.txt to determine how the superseded data were derived.
 NN0767
 NN0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM3919377349(NAD 83)
 NN0767_MARKER: DS = TRIANGULATION STATION DISK
 NN0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0767_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NN0767
 NN0767  HISTORY     - Date     Condition        Report By
 NN0767  HISTORY     - 1934     MONUMENTED       CGS
 NN0767  HISTORY     - 1949     GOOD             CGS
 NN0767
 NN0767                          STATION DESCRIPTION
 NN0767
 NN0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0767'STATION IS IN THE SW 1/4 OF SEC. 2, T26N, R21W.  ABOUT 0.2
 NN0767'MILE E. OF THE W. LINE AND 0.05 MILE N. OF THE S. LINE OF THE
 NN0767'ABOVE QUARTER.  20 MILES W. OF S. FROM LONG PINE.  ON A
 NN0767'HIGH PROMINENT HILL IN PASTURE LAND ABOUT 3/4 MILE NNE FROM
 NN0767'THE HOME OF WEBSTER SPRAGG MARK PROJECTS 6 INCHES ABOVE GROUND.
 NN0767'
 NN0767'TO REACH STATION FROM LONG PINE, GO SOUTH ON RT. 55 FROM RT.
 NN0767'20 FOR 5.0 MILES TO WHERE RT. 55 TURNS LEFT.  CONTINUE SOUTH
 NN0767'ON A DIRT ROAD FOR 6.2 MILES TO ROAD FORKS.  TAKE LEFT FORK
 NN0767'WITH TELEPHONE LINE AND GO 12.1 MILES TO A T-ROAD.  TURN
 NN0767'RIGHT AND GO 2.1 MILES W. TO CROSS ROADS.  TURN RIGHT AND GO
 NN0767'N. FOR 0.5 MILE TO A FENCE CORNER.  TURN LEFT AND GO W. AND
 NN0767'N. FOR 0.9 MILE TO A SQUARE WHITE HOUSE (HOME OF H. MURPHY).
 NN0767'THEN FOLLOW MAIN FARM ROAD N., NW AND W. FOR 0.65 MILE.  PASS
 NN0767'THROUGH GATE IN N. AND S. FENCE LINE AND GATE IN E. AND W.
 NN0767'FENCE LINE AND THEN GO NW 0.1 MILE TO WINDMILL.  FROM THIS
 NN0767'POINT STATION IS N. 55 DEGREES W.  DRIVE 1.0 MILE UP
 NN0767'DRAWS TO STATION ON HILL TOP.
 NN0767'
 NN0767'AZIMUTH MARK IS SE OF STATION ABOUT 0.05 MILES WEST OF MR.
 NN0767'MURPHYS GARAGE, IN FENCE LINE 15 FEET NORTH OF CORNER AND 15
 NN0767'FEET EAST OF CENTER LINE OF DIM ROAD RUNNING N. AND S. ALONG
 NN0767'FENCE LINE.  MARK PROJECTS 5 INCHES ABOVE GROUND.
 NN0767'
 NN0767'REFERENCE MARK NO 1 IS 91.93 FEET EAST OF STATION ON EDGE OF
 NN0767'TOP OF HILL.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 NN0767'
 NN0767'REFERENCE MARK NO. 2 IS ON THE NORTH EDGE OF HOLLOW IN TOP
 NN0767'OF SOUTHERN END OF THE HILL.  MARK PROJECTS 6 INCHES ABOVE
 NN0767'GROUND.
 NN0767'
 NN0767'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 NN0767
 NN0767                          STATION RECOVERY (1949)
 NN0767
 NN0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0767'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NN0767'AND AZIMUTH MARK, RECOVERED AND FOUND IN
 NN0767'GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0767'
 NN0767'THE STATION IS LOCATED ABOUT 20.0 MILES SOUTH-SOUTHWEST OF LONG
 NN0767'PINE AND 19.5 MILES SOUTH-SOUTHEAST OF AINSWORTH, ON THE
 NN0767'HIGHEST POINT OF A PROMINENT SAND RIDGE AND ON LAND OWNED
 NN0767'BY MR. TOM HUGHES OF LONG PINE.  IT IS ABOUT 1.5 MILES NORTHWEST
 NN0767'OF THE HUGHES FARM HOUSE AND 0.75 MILE NORTH-NORTHEAST OF THE
 NN0767'W.J. REYNOLDS FARM HOUSE.  IT IS STAMPED CALAMUS 1934 AND
 NN0767'PROJECTS 2 INCHES.
 NN0767'
 NN0767'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET ON THE
 NN0767'NORTHEAST EDGE OF THE RIDGE AND ON ABOUT THE SAME ELEVATION
 NN0767'AS THE STATION.  IT IS STAMPED CALAMUS NO 1 1934 AND PROJECTS
 NN0767'3 INCHES.
 NN0767'
 NN0767'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, SET ON THE
 NN0767'SOUTH SLOPE OF THE RIDGE AND ABOUT 1 FOOT LOWER IN ELEVATION
 NN0767'THAN STATION MARK.  IT IS STAMPED CALAMUS NO 2 1934 AND PROJECTS
 NN0767'1-1/2 FEET.
 NN0767'
 NN0767'THE AZIMUTH MARK IS ABOUT 1-1/2 MILES SOUTHEAST OF THE STATION,
 NN0767'0.1 MILE WEST-NORTHWEST OF THE HUGHES FARM HOUSE, 65 FEET WEST
 NN0767'OF NORTH-SOUTH FENCE LINE AND 20 FEET EAST OF FARM ROAD.  IT
 NN0767'IS STAMPED CALAMUS AZI 1934 AND PROJECTS 5 INCHES.  TO REACH
 NN0767'FROM GATE INTO THE REYNOLDS FARM YARD, GO EAST, NORTH, SOUTH
 NN0767'AND EAST ON TRACK ROAD FOR 2.1 TO THE HUGHES FARM HOUSE ABOUT
 NN0767'0.15 MILE NORTH, LET FENCE LINE DOWN AND GO NORTH ON FIELD
 NN0767'ROAD FOR ABOUT 0.15 MILE TO THE MARK ON THE RIGHT AS
 NN0767'DESCRIBED.
 NN0767'
 NN0767'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0767'GO SOUTH ON STATE ROUTE NO 7 FOR 19.4 MILES TO SCHOOL HOUSE
 NN0767'ABOUT 0.1 MILE EAST OF ROAD, CONTINUE SOUTH ON STATE ROUTE NO
 NN0767'7 FOR 3.45 MILES TO CROSSROAD AT GLEN PIKES MAIL BOX ON LEFT,
 NN0767'TURN LEFT THROUGH GATE IN FENCE LINE AND FOLLOW TRACK ROAD
 NN0767'EAST, NORTHEAST AND EAST FOR 2.15 MILES TO CATTLE GUARD
 NN0767'AT ENTRANCE TO FARM HOUSE, BEAR RIGHT FOR 0.2 MILE TO CATTLE
 NN0767'GUARD JUST SOUTHEAST OF FARM HOUSE, CONTINUE EASTERLY ON
 NN0767'WINDING TRACK ROAD FOR 2.55 MILES TO FARM HOUSE, ROAD PASSES
 NN0767'THROUGH YARD, CONTINUE FOR 0.05 MILE TO CATTLE GUARD AND
 NN0767'FORK 150 FEET EAST, BEAR LEFT AND CONTINUE NORTHEAST AND
 NN0767'EAST ON TRACK ROAD FOR 1.85 MILES TO CATTLE GUARD AND MAIL
 NN0767'BOX ON LEFT POST, BEAR RIGHT JUST AFTER CROSSING CATTLE
 NN0767'GUARD AND CONTINUE EAST ALONG NORTH SIDE OF FENCE LINE FOR
 NN0767'0.9 MILE TO FARM ROAD LEFT ALONG WEST SIDE OF FENCE
 NN0767'LINE JUST BEFORE CROSSING CATTLE GUARD, TURN LEFT AND GO
 NN0767'NORTH FOR 0.25 MILE TO GATE, TURN LEFT THROUGH GATE AND GO
 NN0767'WEST ABOUT 0.1 MILE TO THE REYNOLDS FARM HOUSE, STATION
 NN0767'IS ABOUT 3/4 MILE NORTH-NORTHEAST OF THIS POINT ON THE
 NN0767'HIGHEST POINT OF THE RIDGE, PASS THROUGH GATE JUST SOUTHEAST
 NN0767'OF BARN AND PICK WAY NORTH-NORTHEAST ACROSS PASTURE,
 NN0767'TAKE FENCE LINE DOWN AND CONTINUE TO THE HIGHEST POINT
 NN0767'AND STATION AS DESCRIBED.
 NN0767'
 NN0767'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NN0767'
 NN0767'A 74 FOOT SIGNAL AT STATION DUFF 1934 IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'A 4 FOOT SIGNAL AT STATION OVITT 1934 IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'A 4 FOOT SIGNAL AT STATION HUNT 2 IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'A 4 FOOT SIGNAL AT STATION ROUND IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'A 4 FOOT SIGNAL AT STATION CALAMIS (USGS) IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'A 74 FOOT SIGNAL AT STATION MIDVALE IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'AN 87 FOOT SIGNAL AT STATION PARKS IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'A 4 FOOT SIGNAL AT STATION HOGAN IS VISIBLE AT 4 FEET
 NN0767'
 NN0767'A 6 FOOT SIGNAL AT STATION SELDEN 1934 IS VISIBLE AT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0477 ***********************************************************************
 NO0477  DESIGNATION -  CALF
 NO0477  PID         -  NO0477
 NO0477  STATE/COUNTY-  NE/CHERRY
 NO0477  USGS QUAD   -  SEVENMILE HILL (1987)
 NO0477
 NO0477                         *CURRENT SURVEY CONTROL
 NO0477  ___________________________________________________________________
 NO0477* NAD 83(1995)-  42 17 56.65513(N)    101 15 27.47276(W)     ADJUSTED  
 NO0477* NAVD 88     -      1130.11   (+/-2cm)    3707.7    (feet)  VERTCON   
 NO0477  ___________________________________________________________________
 NO0477  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 NO0477  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 NO0477
 NO0477  HORZ ORDER  -  FIRST
 NO0477  VERT ORDER  -  THIRD ? (See Below)
 NO0477
 NO0477.The horizontal coordinates were established by classical geodetic methods
 NO0477.and adjusted by the National Geodetic Survey in August 1997..
 NO0477
 NO0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0477.The vertical order pertains to the NGVD 29 superseded value.
 NO0477
 NO0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0477
 NO0477.The geoid height was determined by GEOID03.
 NO0477
 NO0477;                    North         East     Units Scale Factor Converg.
 NO0477;SPC NE       -   274,522.496   396,322.729   MT  0.99975443   -0 50 00.3
 NO0477;UTM  14      - 4,685,450.767   313,901.771   MT  1.00002614   -1 31 11.4
 NO0477
 NO0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0477!SPC NE       -   0.99982593  x   0.99975443  =   0.99958040
 NO0477!UTM  14      -   0.99982593  x   1.00002614  =   0.99985206
 NO0477
 NO0477:                Primary Azimuth Mark                     Grid Az
 NO0477:SPC NE       -  CALF AZ MK                               213 07 41.8
 NO0477:UTM  14      -  CALF AZ MK                               213 48 52.9
 NO0477
 NO0477|---------------------------------------------------------------------|
 NO0477| PID    Reference Object                     Distance      Geod. Az  |
 NO0477|                                                           dddmmss.s |
 NO0477| CP8929 CALF AZ MK                                         2121741.5 |
 NO0477| CP8930 CALF RM 1                                          24659     |
 NO0477| CP8931 CALF RM 2                            12.899 METERS 32817     |
 NO0477|---------------------------------------------------------------------|
 NO0477
 NO0477                          SUPERSEDED SURVEY CONTROL
 NO0477
 NO0477  NAD 83(1986)-  42 17 56.65355(N)    101 15 27.47870(W) AD(       ) 1
 NO0477  NAD 27      -  42 17 56.67000(N)    101 15 25.88900(W) AD(       ) 1
 NO0477  NGVD 29 (07/19/86) 1129.74   (m)         3706.5    (f) LEVELING    3  
 NO0477
 NO0477.Superseded values are not recommended for survey control.
 NO0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0477.See file dsdata.txt to determine how the superseded data were derived.
 NO0477
 NO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM1390285451(NAD 83)
 NO0477_MARKER: DS = TRIANGULATION STATION DISK
 NO0477_SETTING: 0 = UNSPECIFIED SETTING
 NO0477
 NO0477  HISTORY     - Date     Condition        Report By
 NO0477  HISTORY     - 1946     MONUMENTED       CGS
 NO0477
 NO0477                          STATION DESCRIPTION
 NO0477
 NO0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0477'LOCATED ABOUT 21 MILES NORTHWEST OF MULLEN, 1.0 MILE
 NO0477'NORTH-NORTHEAST OF A LARGE 2-STORY TILE RANCH HOUSE AND 0.65
 NO0477'MILE EAST OF A TRACK ROAD AND A WINDMILL ON THE HIGHEST POINT
 NO0477'OF A PROMINENT NORTH-SOUTH SAND RIDGE.  IT IS A STANDARD
 NO0477'DISK STAMPED CALF 1946 WELDED TO THE TOP OF A 3-INCH SOIL
 NO0477'PIPE THAT PROJECTS 12 INCHES.
 NO0477'
 NO0477'REFERENCE MARK NO. 1 IS ABOUT 15 FEET LOWER THAN THE STATION.
 NO0477'IT IS A STANDARD DISK STAMPED CALF NO 1 1946 WELDED TO THE TOP OF
 NO0477'A 3-INCH SOIL PIPE THAT PROJECTS 12 INCHES.
 NO0477'
 NO0477'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NO0477'IT IS A STANDARD DISK STAMPED CALF NO 2 1946 WELDED TO THE TOP
 NO0477'OF A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.
 NO0477'
 NO0477'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE WINDMILL, 15
 NO0477'FEET EAST OF THE CENTERLINE OF THE TRACK ROAD AND 4 FEET
 NO0477'NORTHEAST OF A REFERENCE POST.  IT IS A STANDARD DISK STAMPED
 NO0477'CALF 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS
 NO0477'8 INCHES.
 NO0477'
 NO0477'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 NO0477'NO. 2 AND U.S. HIGHWAY NO. 83 IN MULLEN, GO NORTH FOR 0.2
 NO0477'MILE.  THEN RIGHT, EAST, FOR 0.05 MILE.  THEN LEFT, NORTH,
 NO0477'ON A GRAVEL ROAD FOR 6.3 MILES TO THE END OF THE GRAVEL ROAD
 NO0477'AND A T INTERSECTION WITH A TRACK ROAD ON THE LEFT.  TURN
 NO0477'LEFT, WEST, FOR 3.9 MILES.  THEN RIGHT FORK, NORTH AND
 NO0477'NORTHWEST, FOR 5.7 MILES.  THEN LEFT FORK FOR 1.65 MILES.  THEN
 NO0477'RIGHT FORK FOR 5.9 MILES.  THEN RIGHT FORK FOR 0.7 MILE
 NO0477'TO A SMALL BRIDGE.  CONTINUE FOR 0.4 MILE TO A FORK JUST
 NO0477'WEST OF A RANCH YARD.  THEN LEFT FORK FOR 3.9 MILES.  THEN
 NO0477'RIGHT FORK FOR 1.15 MILES TO A CROSSROAD.  TURN RIGHT, EAST,
 NO0477'FOR 0.65 MILE.  THEN RIGHT FORK FOR 0.3 MILE.  LEAVE ROAD
 NO0477'HERE, TURN LEFT FOR ABOUT 100 YARDS TO ANOTHER
 NO0477'EAST-WEST FENCE TRACK ROAD.  CONTINUE EAST, PASSING ON THE
 NO0477'NORTH SIDE OF A WINDMILL, FOR 1.15 MILES TO ANOTHER
 NO0477'WINDMILL.  BEAR TO THE RIGHT FOR 0.1 MILE TO A GATE IN A
 NO0477'NORTH-SOUTH WIRE FENCE.  PASS THROUGH GATE CONTINUE
 NO0477'EAST, FOR 0.7 MILE TO A LARGE 2-STORY TILE HOUSE.  THEN
 NO0477'TURN RIGHT SOUTH, FOR 0.2 MILE.  THEN LEFT FORK FOR
 NO0477'0.75 MILE TO A WINDMILL AND A SMALL CORRAL.  LEAVE THE ROAD,
 NO0477'TURN LEFT, (NORTH) TO ANOTHER TRACK ROAD THAT STARTS IN A
 NO0477'SADDLE LOCATED ABOUT 0.2 MILE NORTH OF THE CORRAL.  FOLLOW
 NO0477'THIS TRACK ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 NO0477'RIGHT.  CONTINUE NORTH FOR 0.25 MILE TO A WINDMILL.  TURN
 NO0477'RIGHT, NORTHEAST, FOR 0.65 MILE TO THE HIGHEST POINT AND
 NO0477'THE STATION.  50 YARD PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0500 ***********************************************************************
 NO0500  DESIGNATION -  CALL
 NO0500  PID         -  NO0500
 NO0500  STATE/COUNTY-  NE/CHERRY
 NO0500  USGS QUAD   -  BORNEMANN LAKE (1990)
 NO0500
 NO0500                         *CURRENT SURVEY CONTROL
 NO0500  ___________________________________________________________________
 NO0500* NAD 83(1995)-  42 40 28.01832(N)    101 46 40.24805(W)     ADJUSTED  
 NO0500* NAVD 88     -      1118.     (meters)    3668.     (feet)  SCALED    
 NO0500  ___________________________________________________________________
 NO0500  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 NO0500  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 NO0500
 NO0500  HORZ ORDER  -  FIRST
 NO0500
 NO0500.The horizontal coordinates were established by classical geodetic methods
 NO0500.and adjusted by the National Geodetic Survey in August 1997..
 NO0500
 NO0500.The orthometric height was scaled from a topographic map.
 NO0500
 NO0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0500
 NO0500.The geoid height was determined by GEOID03.
 NO0500
 NO0500;                    North         East     Units Scale Factor Converg.
 NO0500;SPC NE       -   316,956.559   354,299.315   MT  0.99986705   -1 10 41.4
 NO0500;UTM  14      - 4,728,405.626   272,383.241   MT  1.00023745   -1 53 01.4
 NO0500
 NO0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0500!SPC NE       -   0.99982761  x   0.99986705  =   0.99969469
 NO0500!UTM  14      -   0.99982761  x   1.00023745  =   1.00006502
 NO0500
 NO0500:                Primary Azimuth Mark                     Grid Az
 NO0500:SPC NE       -  CALL AZ MK                               008 37 59.3
 NO0500:UTM  14      -  CALL AZ MK                               009 20 19.3
 NO0500
 NO0500|---------------------------------------------------------------------|
 NO0500| PID    Reference Object                     Distance      Geod. Az  |
 NO0500|                                                           dddmmss.s |
 NO0500| CP8932 CALL AZ MK                                         0072717.9 |
 NO0500| CP8933 CALL RM 1                                          04510     |
 NO0500| CP8934 CALL RM 2                             8.552 METERS 12943     |
 NO0500|---------------------------------------------------------------------|
 NO0500
 NO0500                          SUPERSEDED SURVEY CONTROL
 NO0500
 NO0500  NAD 83(1986)-  42 40 28.01202(N)    101 46 40.25298(W) AD(       ) 1
 NO0500  NAD 27      -  42 40 28.03600(N)    101 46 38.69400(W) AD(       ) 1
 NO0500
 NO0500.Superseded values are not recommended for survey control.
 NO0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0500.See file dsdata.txt to determine how the superseded data were derived.
 NO0500
 NO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7238328406(NAD 83)
 NO0500_MARKER: DS = TRIANGULATION STATION DISK
 NO0500_SETTING: 0 = UNSPECIFIED SETTING
 NO0500
 NO0500  HISTORY     - Date     Condition        Report By
 NO0500  HISTORY     - 1946     MONUMENTED       CGS
 NO0500  HISTORY     - 1968     MARK NOT FOUND   CGS
 NO0500
 NO0500                          STATION DESCRIPTION
 NO0500
 NO0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0500'LOCATED ABOUT 24 MILES EAST-SOUTHEAST OF GORDON AND ABOUT 100
 NO0500'YARDS NORTH OF AN EAST-WEST WIRE FENCE AND TELEPHONE LINE ON
 NO0500'THE HIGHEST POINT OF A PROMINENT SAND DUNE THAT HAS A VERY
 NO0500'LARGE SAND PIT ON ITS NORTH SIDE.  IT IS A STANDARD DISK
 NO0500'CEMENTED IN THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 4
 NO0500'INCHES.  IT IS STAMPED CALL 1946.
 NO0500'
 NO0500'REFERENCE MARK NO. 1 IS ABOUT 9 FEET LOWER THAN THE STATION,
 NO0500'6 FEET NORTHEAST OF A SMALL SAND PIT AND 4 FEET WEST OF THE
 NO0500'EAST EDGE OF A LOW SAND RIDGE.  IT IS A STANDARD DISK CEMENTED
 NO0500'IN THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 8 INCHES.  IT
 NO0500'IS STAMPED CALL NO 1 1946.
 NO0500'
 NO0500'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 NO0500'IT IS A STANDARD DISK CEMENTED IN THE TOP OF A 3-INCH SOIL
 NO0500'PIPE THAT PROJECTS 8 INCHES.  IT IS STAMPED CALL NO 2 1946.
 NO0500'
 NO0500'THE AZIMUTH MARK IS 65 FEET EAST OF THE CENTERLINE OF A TRACK
 NO0500'ROAD, 65 FEET EAST OF THE CENTER OF A WIRE GATE AND 6 INCHES
 NO0500'SOUTH OF AN EAST-WEST WIRE FENCE.  IT IS A STANDARD DISK
 NO0500'WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 18 INCHES.
 NO0500'IT IS STAMPED CALL 1946.
 NO0500'
 NO0500'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NO0500'20 AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO
 NO0500'SOUTH ON NO. 27 FOR 3.7 MILES TO A CROSSROAD AND A SCHOOL HOUSE
 NO0500'AT THE SOUTHWEST CORNER OF THE INTERSECTION.  THEN LEFT, EAST,
 NO0500'FOR 3.0 MILES.  THEN RIGHT, SOUTH, FOR 1.0 MILE.  THEN LEFT,
 NO0500'EAST, FOR 7.0 MILES TO A BRIDGE ACROSS THE NIOBRARA RIVER.
 NO0500'CONTINUE EASTERLY FOR 1.3 MILES.  THEN RIGHT FORK, EAST, FOR
 NO0500'5.15 MILES TO A CROSSROAD AND A SCHOOL HOUSE AT THE NORTHWEST
 NO0500'CORNER OF THE INTERSECTION.  CONTINUE EAST FOR 2.6 MILES.
 NO0500'THEN RIGHT FORK FOR 1.55 MILES.  THEN RIGHT FORK FOR 0.8
 NO0500'MILE.  THEN LEFT FORK FOR 0.5 MILE TO AN AUTO GATE.  CONTINUE
 NO0500'SOUTHERLY ON THE MAIN TRAVELED ROAD FOR 0.85 MILE.  THEN RIGHT
 NO0500'FORK FOR 2.35 MILES TO A GATE IN AN EAST-WEST FENCE AND THE
 NO0500'AZIMUTH MARK ON THE LEFT.  PASS THROUGH GATE, CONTINUE
 NO0500'SOUTHERLY FOR 0.3 MILE TO A POINT JUST BEYOND WHERE THE
 NO0500'ROAD TURNS TO THE EAST.  THEN LEAVE THE ROAD, GO ACROSS
 NO0500'COUNTRY (SOUTHERLY) FOR 0.45 MILE TO THE END OF TRUCK
 NO0500'TRAVEL AT THE EAST BASE OF THE SAND DUNE.  PACK WESTERLY
 NO0500'ABOUT 50 YARDS TO THE HIGHEST POINT AND THE STATION.
 NO0500
 NO0500                          STATION RECOVERY (1968)
 NO0500
 NO0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NO0500'THE STATION SITE WAS VISITED BUT THE STATION MARK, REFERENCE
 NO0500'MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 NO0500'NOT RECOVERED.  A GRASS FIRE WENT THROUGH THE STATION AREA
 NO0500'AND ALL INDICATION SHOW THAT THE MARKS WERE PROBABLY DESTROYED
 NO0500'BY BLOWING SAND.  A LARGE BLOW OUT IN THE SAND IS NOW AT THE
 NO0500'STATION SITE.  THE AZIMUTH MARK AREA IS VERY SANDY AND THE
 NO0500'MARK WAS PROBABLY DESTROYED OR COULD BE COVERED BY DRIFTING
 NO0500'SAND.  THIS STATION SHOULD BE CONSIDERED LOST.
 NO0500'
 NO0500'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 24
 NO0500'MILES EAST-SOUTHEAST OF GORDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0040 ***********************************************************************
 LJ0040  DESIGNATION -  CAMBRIDGE
 LJ0040  PID         -  LJ0040
 LJ0040  STATE/COUNTY-  NE/FURNAS
 LJ0040  USGS QUAD   -  CAMBRIDGE (1983)
 LJ0040
 LJ0040                         *CURRENT SURVEY CONTROL
 LJ0040  ___________________________________________________________________
 LJ0040* NAD 83(1986)-  40 16 55.     (N)    100 10 01.     (W)     SCALED    
 LJ0040* NAVD 88     -       691.666  (meters)    2269.24   (feet)  ADJUSTED  
 LJ0040  ___________________________________________________________________
 LJ0040  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 LJ0040  DYNAMIC HT  -         691.229 (meters)    2267.81  (feet)  COMP
 LJ0040  MODELED GRAV-     979,972.0   (mgal)                       NAVD 88
 LJ0040
 LJ0040  VERT ORDER  -  FIRST     CLASS II
 LJ0040
 LJ0040.The horizontal coordinates were scaled from a topographic map and have
 LJ0040.an estimated accuracy of +/- 6 seconds.
 LJ0040
 LJ0040.The orthometric height was determined by differential leveling
 LJ0040.and adjusted by the National Geodetic Survey in June 1991..
 LJ0040
 LJ0040.The geoid height was determined by GEOID03.
 LJ0040
 LJ0040.The dynamic height is computed by dividing the NAVD 88
 LJ0040.geopotential number by the normal gravity value computed on the
 LJ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0040.degrees latitude (g = 980.6199 gals.).
 LJ0040
 LJ0040.The modeled gravity was interpolated from observed gravity values.
 LJ0040
 LJ0040;                    North         East    Units  Estimated Accuracy
 LJ0040;SPC NE       -    49,820.      485,800.      MT  (+/- 180 meters Scaled)
 LJ0040
 LJ0040                          SUPERSEDED SURVEY CONTROL
 LJ0040
 LJ0040  NGVD 29 (??/??/92)  691.375  (m)         2268.29   (f) ADJ UNCH    1 2
 LJ0040
 LJ0040.Superseded values are not recommended for survey control.
 LJ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0040.See file dsdata.txt to determine how the superseded data were derived.
 LJ0040
 LJ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK008597(NAD 83)
 LJ0040_MARKER: DB = BENCH MARK DISK
 LJ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0040_STAMPING: 2268.286 CAMBRIDGE 1933
 LJ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0040+STABILITY: SURFACE MOTION
 LJ0040
 LJ0040  HISTORY     - Date     Condition        Report By
 LJ0040  HISTORY     - 1933     MONUMENTED       CGS
 LJ0040  HISTORY     - 1934     GOOD             NGS
 LJ0040
 LJ0040                          STATION DESCRIPTION
 LJ0040
 LJ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LJ0040'AT CAMBRIDGE.
 LJ0040'AT CAMBRIDGE, FURNAS COUNTY, AT THE NORTHEAST CORNER OF THE
 LJ0040'INTERSECTION OF NASBY AND PENN STREETS, AT THE CITY LIGHT PLANT,
 LJ0040'8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING, 25 FEET
 LJ0040'EAST OF THE EAST CURB OF PENN STREET, AND 6 FEET NORTH OF THE
 LJ0040'NORTH CURB OF NASBY STREET.  A STANDARD DISK, STAMPED 2268.286
 LJ0040'CAMBRIDGE 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0523 ***********************************************************************
 LJ0523  DESIGNATION -  CAMBRIDGE
 LJ0523  PID         -  LJ0523
 LJ0523  STATE/COUNTY-  NE/FURNAS
 LJ0523  USGS QUAD   -  CAMBRIDGE (1983)
 LJ0523
 LJ0523                         *CURRENT SURVEY CONTROL
 LJ0523  ___________________________________________________________________
 LJ0523* NAD 83(1995)-  40 17 33.83014(N)    100 08 18.11418(W)     ADJUSTED  
 LJ0523* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 LJ0523  ___________________________________________________________________
 LJ0523  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LJ0523  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 LJ0523
 LJ0523  HORZ ORDER  -  THIRD
 LJ0523
 LJ0523.The horizontal coordinates were established by classical geodetic methods
 LJ0523.and adjusted by the National Geodetic Survey in August 1997..
 LJ0523
 LJ0523.The orthometric height was scaled from a topographic map.
 LJ0523
 LJ0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0523
 LJ0523.The geoid height was determined by GEOID03.
 LJ0523
 LJ0523;                    North         East     Units Scale Factor Converg.
 LJ0523;SPC NE       -    51,017.687   488,236.495   MT  0.99988048   -0 05 30.1
 LJ0523;UTM  14      - 4,460,869.907   403,244.652   MT  0.99971524   -0 44 10.4
 LJ0523
 LJ0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0523!SPC NE       -   0.99989257  x   0.99988048  =   0.99977306
 LJ0523!UTM  14      -   0.99989257  x   0.99971524  =   0.99960784
 LJ0523
 LJ0523:                Primary Azimuth Mark                     Grid Az
 LJ0523:SPC NE       -  CAMBRIDGE AZ MK                          001 22 43.2
 LJ0523:UTM  14      -  CAMBRIDGE AZ MK                          002 01 23.5
 LJ0523
 LJ0523|---------------------------------------------------------------------|
 LJ0523| PID    Reference Object                     Distance      Geod. Az  |
 LJ0523|                                                           dddmmss.s |
 LJ0523| CN8035 CAMBRIDGE AZ MK                                    0011713.1 |
 LJ0523| CN8036 CAMBRIDGE RM 1                        9.964 METERS 00510     |
 LJ0523| CN8037 CAMBRIDGE RM 2                       12.588 METERS 11037     |
 LJ0523| LJ0422 CAMBRIDGE REA RADIO MAST            APPROX. 4.2 KM 2572831.5 |
 LJ0523|---------------------------------------------------------------------|
 LJ0523
 LJ0523                          SUPERSEDED SURVEY CONTROL
 LJ0523
 LJ0523  NAD 83(1986)-  40 17 33.83513(N)    100 08 18.11857(W) AD(       ) 3
 LJ0523  NAD 27      -  40 17 33.80752(N)    100 08 16.62220(W) AD(       ) 3
 LJ0523
 LJ0523.Superseded values are not recommended for survey control.
 LJ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0523.See file dsdata.txt to determine how the superseded data were derived.
 LJ0523
 LJ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0324560870(NAD 83)
 LJ0523_MARKER: DS = TRIANGULATION STATION DISK
 LJ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0523
 LJ0523  HISTORY     - Date     Condition        Report By
 LJ0523  HISTORY     - 1951     MONUMENTED       CGS
 LJ0523  HISTORY     - 1968     GOOD             CGS
 LJ0523
 LJ0523                          STATION DESCRIPTION
 LJ0523
 LJ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0523'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF CAMBRIDGE,
 LJ0523'17 FEET EAST OF THE CENTER OF A TRACK ROAD, 13 FEET NORTH OF
 LJ0523'A FENCE CORNER, 3.5 FEET NORTHWEST OF A WITNESS POST AND 2
 LJ0523'FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES
 LJ0523'AND IS STAMPED CAMBRIDGE 1951.
 LJ0523'
 LJ0523'REFERENCE MARK NO. 1 IS 19 FEET EAST OF THE CENTER OF A TRACK
 LJ0523'ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 LJ0523'3 INCHES AND IS STAMPED CAMBRIDGE NO 1 1951.
 LJ0523'
 LJ0523'REFERENCE MARK NO. 2 IS 36 FEET EAST OF A FENCE CORNER AND
 LJ0523'6 INCHES SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3
 LJ0523'INCHES AND IS STAMPED CAMBRIDGE NO 2 1951.
 LJ0523'
 LJ0523'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 59.1 FEET.
 LJ0523'
 LJ0523'THE AZIMUTH MARK IS 15 FEET EAST OF THE CENTER OF A TRACK ROAD,
 LJ0523'5 FEET SOUTH OF THE SOUTH END OF A WIRE GATE AND 1 FOOT
 LJ0523'NORTHWEST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED
 LJ0523'CAMBRIDGE 1951.
 LJ0523'
 LJ0523'TO REACH THE STATION FROM THE POST OFFICE IN CAMBRIDGE GO
 LJ0523'SOUTH FOR 0.05 MILE TO U.S. HIGHWAYS 6 AND 34, TURN LEFT
 LJ0523'AND GO EAST ON U.S. HIGHWAYS 6 AND 34 FOR 1.5 MILES TO A T
 LJ0523'ROAD JUNCTION LEFT, TURN LEFT AND FOLLOW TRACK ROAD UP HILL
 LJ0523'FOR 0.5 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LJ0523'
 LJ0523'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON TRACK
 LJ0523'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LJ0523
 LJ0523                          STATION RECOVERY (1968)
 LJ0523
 LJ0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0523'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LJ0523'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 LJ0523'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR
 LJ0523'RECOVERY.
 LJ0523'
 LJ0523'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 LJ0523'
 LJ0523'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 LJ0523'
 LJ0523'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 LJ0523'NORTHEAST OF CAMBRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0421 ***********************************************************************
 LJ0421  DESIGNATION -  CAMBRIDGE MUNICIPAL STANDPIPE
 LJ0421  PID         -  LJ0421
 LJ0421  STATE/COUNTY-  NE/FURNAS
 LJ0421  USGS QUAD   -  CAMBRIDGE (1983)
 LJ0421
 LJ0421                         *CURRENT SURVEY CONTROL
 LJ0421  ___________________________________________________________________
 LJ0421* NAD 83(1995)-  40 17 10.14934(N)    100 10 36.44886(W)     ADJUSTED  
 LJ0421* NAVD 88     -                                                        
 LJ0421  ___________________________________________________________________
 LJ0421  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LJ0421  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 LJ0421
 LJ0421  HORZ ORDER  -  THIRD
 LJ0421
 LJ0421.The horizontal coordinates were established by classical geodetic methods
 LJ0421.and adjusted by the National Geodetic Survey in August 1997..
 LJ0421
 LJ0421
 LJ0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0421
 LJ0421.The geoid height was determined by GEOID03.
 LJ0421
 LJ0421;                    North         East     Units Scale Factor Converg.
 LJ0421;SPC NE       -    50,293.307   484,968.082   MT  0.99988288   -0 07 01.8
 LJ0421;UTM  14      - 4,460,182.430   399,968.835   MT  0.99972317   -0 45 39.5
 LJ0421
 LJ0421                          SUPERSEDED SURVEY CONTROL
 LJ0421
 LJ0421  NAD 83(1986)-  40 17 10.15397(N)    100 10 36.45269(W) AD(       ) 4
 LJ0421  NAD 27      -  40 17 10.15900(N)    100 10 34.96500(W) AD(       ) 3
 LJ0421
 LJ0421.Superseded values are not recommended for survey control.
 LJ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0421.See file dsdata.txt to determine how the superseded data were derived.
 LJ0421
 LJ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK9996960182(NAD 83)
 LJ0421_MARKER: 52 = STANDPIPE TANK
 LJ0421
 LJ0421  HISTORY     - Date     Condition        Report By
 LJ0421  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0421  HISTORY     - 1951     GOOD             CGS
 LJ0421
 LJ0421                          STATION DESCRIPTION
 LJ0421
 LJ0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0421'CENTER OF SILVER STANDPIPE WAS THE POINT SIGHTED UPON.  THE
 LJ0421'STANDPIPE IS APPROXIMATELY 90 FEET HIGH, IN THE WESTERN PART
 LJ0421'OF TOWN AND OWNED BY THE CITY OF CAMBRIDGE.
 LJ0421'
 LJ0421'STATION OBSERVED UPON FROM TRIANGULATION STATION SINK, KELLY, AND
 LJ0421'LOGAN.
 LJ0421
 LJ0421                          STATION RECOVERY (1951)
 LJ0421
 LJ0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0421'THE STATION IS LOCATED ON A HILL AT THE WEST-CENTRAL EDGE OF
 LJ0421'CAMBRIDGE.  IT IS A CYLINDRICAL STEEL STRUCTURE 12.0 FEET IN
 LJ0421'DIAMETER AND HAS A FLAT ROOF WITH A RAILING AT THE TOP.  IT
 LJ0421'HAS AN OVER-ALL HEIGHT OF 90.0 FEET.
 LJ0421'
 LJ0421'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0422 ***********************************************************************
 LJ0422  DESIGNATION -  CAMBRIDGE REA RADIO MAST
 LJ0422  PID         -  LJ0422
 LJ0422  STATE/COUNTY-  NE/FURNAS
 LJ0422  USGS QUAD   -  CAMBRIDGE (1983)
 LJ0422
 LJ0422                         *CURRENT SURVEY CONTROL
 LJ0422  ___________________________________________________________________
 LJ0422* NAD 83(1995)-  40 17 04.28688(N)    100 11 11.55689(W)     ADJUSTED  
 LJ0422* NAVD 88     -                                                        
 LJ0422  ___________________________________________________________________
 LJ0422  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LJ0422  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 LJ0422
 LJ0422  HORZ ORDER  -  THIRD
 LJ0422
 LJ0422.The horizontal coordinates were established by classical geodetic methods
 LJ0422.and adjusted by the National Geodetic Survey in August 1997..
 LJ0422
 LJ0422
 LJ0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0422
 LJ0422.The geoid height was determined by GEOID03.
 LJ0422
 LJ0422;                    North         East     Units Scale Factor Converg.
 LJ0422;SPC NE       -    50,114.246   484,138.497   MT  0.99988348   -0 07 25.0
 LJ0422;UTM  14      - 4,460,012.728   399,137.422   MT  0.99972523   -0 46 02.2
 LJ0422
 LJ0422                          SUPERSEDED SURVEY CONTROL
 LJ0422
 LJ0422  NAD 83(1986)-  40 17 04.29165(N)    100 11 11.56067(W) AD(       ) 4
 LJ0422  NAD 27      -  40 17 04.26621(N)    100 11 10.06036(W) AD(       ) 3
 LJ0422
 LJ0422.Superseded values are not recommended for survey control.
 LJ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0422.See file dsdata.txt to determine how the superseded data were derived.
 LJ0422
 LJ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK9913760013(NAD 83)
 LJ0422_MARKER: 42 = RADIO/TV MAST
 LJ0422
 LJ0422  HISTORY     - Date     Condition        Report By
 LJ0422  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0422
 LJ0422                          STATION DESCRIPTION
 LJ0422
 LJ0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0422'THE STATION IS LOCATED ON TOP OF A HIGH HILL ABOUT 0.5 MILE
 LJ0422'WEST OF CAMBRIDGE AND JUST WEST OF THE CAMBRIDGE CEMETERY.
 LJ0422'IT IS A STEEL TRUSS STRUCTURE SUPPORTED BY GUY CABLES, IS
 LJ0422'PAINTED ALTERNATELY RED AND WHITE AND HAS A RED FLASHING LIGHT
 LJ0422'AT THE TOP OF THE MAST.  IT HAS AN OVER-ALL HEIGHT OF 300.0
 LJ0422'FEET.
 LJ0422'
 LJ0422'THE POINT OBSERVED UPON WAS THE RED FLASHER AT THE TOP OF THE
 LJ0422'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0419 ***********************************************************************
 LJ0419  DESIGNATION -  CAMBRIDGE ST JOHNS CH SPIRE
 LJ0419  PID         -  LJ0419
 LJ0419  STATE/COUNTY-  NE/FURNAS
 LJ0419  USGS QUAD   -  CAMBRIDGE (1983)
 LJ0419
 LJ0419                         *CURRENT SURVEY CONTROL
 LJ0419  ___________________________________________________________________
 LJ0419* NAD 83(1995)-  40 16 59.33933(N)    100 10 21.63068(W)     ADJUSTED  
 LJ0419* NAVD 88     -                                                        
 LJ0419  ___________________________________________________________________
 LJ0419  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 LJ0419  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 LJ0419
 LJ0419  HORZ ORDER  -  THIRD
 LJ0419
 LJ0419.The horizontal coordinates were established by classical geodetic methods
 LJ0419.and adjusted by the National Geodetic Survey in August 1997..
 LJ0419
 LJ0419
 LJ0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0419
 LJ0419.The geoid height was determined by GEOID03.
 LJ0419
 LJ0419;                    North         East     Units Scale Factor Converg.
 LJ0419;SPC NE       -    49,959.210   485,317.398   MT  0.99988399   -0 06 52.0
 LJ0419;UTM  14      - 4,459,844.484   400,314.319   MT  0.99972232   -0 45 29.8
 LJ0419
 LJ0419                          SUPERSEDED SURVEY CONTROL
 LJ0419
 LJ0419  NAD 83(1986)-  40 16 59.34082(N)    100 10 21.63439(W) AD(       ) 4
 LJ0419  NAD 27      -  40 16 59.25000(N)    100 10 20.14000(W) AD(       ) 3
 LJ0419
 LJ0419.Superseded values are not recommended for survey control.
 LJ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0419.See file dsdata.txt to determine how the superseded data were derived.
 LJ0419
 LJ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0031459844(NAD 83)
 LJ0419_MARKER: 90 = CHURCH SPIRE
 LJ0419
 LJ0419  HISTORY     - Date     Condition        Report By
 LJ0419  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0419
 LJ0419                          STATION DESCRIPTION
 LJ0419
 LJ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0419'POINT OBSERVED UPON WAS TIP OF SPIRE OF ST. JOHN THE BAPTIST
 LJ0419'CHURCH.  IT IS A BRICK BUILDING CONSTRUCTED IN 1898.
 LJ0419'
 LJ0419'STATION OBSERVED UPON FROM TRIANGULATION STATIONS SINK, KELLY,
 LJ0419'AND LOGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1220 ***********************************************************************
 MJ1220  DESIGNATION -  CAMENZIND
 MJ1220  PID         -  MJ1220
 MJ1220  STATE/COUNTY-  NE/SARPY
 MJ1220  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ1220
 MJ1220                         *CURRENT SURVEY CONTROL
 MJ1220  ___________________________________________________________________
 MJ1220* NAD 83(1995)-  41 07 08.79083(N)    095 59 56.78024(W)     ADJUSTED  
 MJ1220* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 MJ1220  ___________________________________________________________________
 MJ1220  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 MJ1220  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 MJ1220
 MJ1220  HORZ ORDER  -  FIRST
 MJ1220
 MJ1220.The horizontal coordinates were established by classical geodetic methods
 MJ1220.and adjusted by the National Geodetic Survey in August 1997..
 MJ1220
 MJ1220.The orthometric height was scaled from a topographic map.
 MJ1220
 MJ1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1220
 MJ1220.The geoid height was determined by GEOID03.
 MJ1220
 MJ1220;                    North         East     Units Scale Factor Converg.
 MJ1220;SPC NE       -   150,525.013   835,782.307   MT  0.99968124   +2 39 05.0
 MJ1220;SPC IA S     -   127,289.854   290,155.752   MT  0.99994938   -1 38 46.2
 MJ1220;UTM  15      - 4,556,315.198   248,209.499   MT  1.00038035   -1 58 24.0
 MJ1220;UTM  14      - 4,556,320.374   751,940.695   MT  1.00038128   +1 58 28.2
 MJ1220
 MJ1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1220!SPC NE       -   0.99994807  x   0.99968124  =   0.99962932
 MJ1220!SPC IA S     -   0.99994807  x   0.99994938  =   0.99989745
 MJ1220!UTM  15      -   0.99994807  x   1.00038035  =   1.00032840
 MJ1220!UTM  14      -   0.99994807  x   1.00038128  =   1.00032933
 MJ1220
 MJ1220:                Primary Azimuth Mark                     Grid Az
 MJ1220:SPC NE       -  OMAHA SUNKIST FLOUR CO TK FP             014 13 41.2
 MJ1220:SPC IA S     -  OMAHA SUNKIST FLOUR CO TK FP             018 31 32.4
 MJ1220:UTM  15      -  OMAHA SUNKIST FLOUR CO TK FP             018 51 10.2
 MJ1220:UTM  14      -  OMAHA SUNKIST FLOUR CO TK FP             014 54 18.0
 MJ1220
 MJ1220|---------------------------------------------------------------------|
 MJ1220| PID    Reference Object                     Distance      Geod. Az  |
 MJ1220|                                                           dddmmss.s |
 MJ1220| MJ1237 OMAHA SUNKIST FLOUR CO TK FP        APPROX.13.2 KM 0165246.2 |
 MJ1220| MJ1253 COUNCIL BLUFFS N MUNICIPAL TK       APPROX.21.6 KM 0365259.4 |
 MJ1220| MJ1257 COUNCIL BLUFFS S MUNICIPAL TK       APPROX.20.7 KM 0421018.6 |
 MJ1220| CL7009 CAMENZIND RM 1                      119.680 METERS 14333     |
 MJ1220| CL7010 CAMENZIND RM 2                      100.596 METERS 19835     |
 MJ1220| CL7011 CAMENZIND RM 3                      104.980 METERS 20022     |
 MJ1220| MK1994 LOUISVILLE ASHEVILLE CEM STK        APPROX.18.1 KM 2262135.1 |
 MJ1220| CL7008 CAMENZIND AZ MK                                    2664641.9 |
 MJ1220|---------------------------------------------------------------------|
 MJ1220
 MJ1220                          SUPERSEDED SURVEY CONTROL
 MJ1220
 MJ1220  NAD 83(1986)-  41 07 08.79888(N)    095 59 56.77894(W) AD(       ) 1
 MJ1220  NAD 27      -  41 07 08.80200(N)    095 59 55.72200(W) AD(       ) 1
 MJ1220
 MJ1220.Superseded values are not recommended for survey control.
 MJ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1220.See file dsdata.txt to determine how the superseded data were derived.
 MJ1220
 MJ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4820956315(NAD 83)
 MJ1220_MARKER: Z = SEE DESCRIPTION
 MJ1220_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MJ1220_STAMPING: CAMENZIND 1934
 MJ1220_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MJ1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1220
 MJ1220  HISTORY     - Date     Condition        Report By
 MJ1220  HISTORY     - 1934     MONUMENTED       CGS
 MJ1220  HISTORY     - 1946     SEE DESCRIPTION  LOCENG
 MJ1220  HISTORY     - 1947     SEE DESCRIPTION  CGS
 MJ1220  HISTORY     - 1957     GOOD             CGS
 MJ1220  HISTORY     - 1975     GOOD             LOCSUR
 MJ1220  HISTORY     - 1975     GOOD             NEDR
 MJ1220  HISTORY     - 19960101 GOOD             NGS
 MJ1220
 MJ1220                          STATION DESCRIPTION
 MJ1220
 MJ1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ1220'STATION IS LOCATED ABOUT 10 MILES SOUTH AND WEST OF OMAHA, 4
 MJ1220'MILES WEST OF FORT CROOK, IN THE SOUTHEAST QUARTER OF SEC. 6,
 MJ1220'T. 13 N., R. 13 E., ON LAND OWNED BY JOHN CAMENZIND, ON A RIDGE
 MJ1220'IN A CULTIVATED FIELD, 100 YARDS NORTH OF CENTERLINE OF AN
 MJ1220'EAST-AND-WEST ROAD, 120 YARDS NORTHEAST OF A GATE AND ABOUT 12
 MJ1220'INCHES BELOW THE SURFACE.
 MJ1220'
 MJ1220'TO REACH FROM OMAHA, GO SOUTH ON U.S. HIGHWAY 75 TO ITS JUNCTION
 MJ1220'WITH STATE HIGHWAY 31 AT FORT CROOK, HERE GO WEST ON HIGHWAY
 MJ1220'31 FOR 2.1 MILES, LEAVE HIGHWAY 31 AND CONTINUE 0.75 MILE, TURN
 MJ1220'SOUTH AND GO 0.25 MILE, THEN WEST 0.9 MILE TO STATION ON THE
 MJ1220'LEFT.
 MJ1220'
 MJ1220'REFERENCE MARK NO. 1 IS 392.73 FEET EAST OF SOUTHEAST
 MJ1220'OF STATION ON NORTH SIDE OF ROAD ALONG FENCE LINE.
 MJ1220'
 MJ1220'REFERENCE MARK NO. 2 IS SOUTH OF SOUTHWEST OF
 MJ1220'STATION, 330.04 FEET, ON NORTH SIDE OF HIGHWAY ALONG FENCE LINE.
 MJ1220'
 MJ1220'AZIMUTH MARK IS APPROXIMATELY 1.5 MILES SOUTHWEST OF
 MJ1220'STATION, ON SOUTH SIDE OF ROAD ALONG FENCE LINE.
 MJ1220'
 MJ1220'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 MJ1220
 MJ1220                          STATION RECOVERY (1946)
 MJ1220
 MJ1220'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (CFF)
 MJ1220'DUE TO SOME GRADING ON A NEW TRANSMITTER SITE 2 MILES SE OF
 MJ1220'PAPILLION, NEBR., THE CONCRETE MARKER STAMPED CAMENZIND NO 2
 MJ1220'1934 LOCATED IN THE FORMER FENCE LINE AT THE SOUTH EDGE OF OUR
 MJ1220'PROPERTY, WAS HIT AND MOVED.
 MJ1220'
 MJ1220'REFERENCE MARK NO. 2 WAS RETURNED TO THIS OFFICE 11/18/46.
 MJ1220
 MJ1220                          STATION RECOVERY (1947)
 MJ1220
 MJ1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1220'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934.  THE
 MJ1220'LAND IS NOW OWNED BY THE KFAB RADIO STATION OF OMAHA.  THE MARKS
 MJ1220'WERE FOUND TO BE IN GOOD CONDITION, EXCEPT R.M. NO. 2 WHICH HAS
 MJ1220'BEEN DESTROYED BY ROAD CONSTRUCTION.  DISTANCE TO R.M. NO. 1 WAS
 MJ1220'CHECKED, AND A DIFFERENCE WAS FOUND.  A COMPLETE NEW DESCRIPTION
 MJ1220'FOLLOWS.
 MJ1220'
 MJ1220'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF OMAHA, 4 MILES
 MJ1220'WEST OF FORT CROOK, IN THE SOUTHEAST 1/4 OF SEC. 6, T 13 N,
 MJ1220'R 13 E.  IT IS 8 FEET NORTH OF A LINE OF SIGHT PASSING THROUGH
 MJ1220'THE CENTER OF THREE RADIO MASTS TO THE WEST OF THE STATION, 159
 MJ1220'PACES EAST OF A FENCE SURROUNDING THE BASE OF THE EASTERNMOST
 MJ1220'OF THREE RADIO MASTS, AND 100 YARDS NORTH OF THE CENTERLINE OF
 MJ1220'AN EAST AND WEST ROAD.  THE MARK IS SET 12 INCHES BELOW THE
 MJ1220'SURFACE OF THE GROUND, AND THE DISC IS STAMPED CAMENZIND 1934.
 MJ1220'
 MJ1220'R.M. NO. 1 IS 392.64 FEET SOUTHEAST OF THE STATION IN THE FENCE
 MJ1220'LINE, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD.  THE MARK IS
 MJ1220'SET FLUSH WITH THE GROUND AND THE DISC IS STAMPED CAMENZIND
 MJ1220'NO 1 1934.
 MJ1220'
 MJ1220'R.M. NO. 3 IS 344.43 FEET SOUTH-SOUTHWEST OF THE STATION, 2
 MJ1220'FEET NORTHEAST OF A TELEPHONE POLE, 29 FEET NORTH OF THE
 MJ1220'CENTERLINE OF THE ROAD.  THE MARK PROJECTS 4 INCHES AND THE
 MJ1220'DISC IS STAMPED CAMENZIND NO 3 1947.
 MJ1220'
 MJ1220'THE AZIMUTH MARK IS APPROX. 1.5 MILE WEST OF THE STATION, 1 FOOT
 MJ1220'NORTH OF THE FENCELINE, 1 FOOT EAST OF A WITNESS POST, AND 31
 MJ1220'FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS
 MJ1220'4 INCHES AND THE DISC IS STAMPED CAMENZIND 1934.
 MJ1220'
 MJ1220'TO REACH THE STATION FROM THE MAIN GATE OF FORT CROOK, GO SOUTH
 MJ1220'ON U.S. HIGHWAY 73 AND 75 FOR 0.55 MILE TO ITS JUNCTION WITH
 MJ1220'STATE HIGHWAY 31.  GO RIGHT, WEST, ON HIGHWAY 31 FOR 2.2 MILES.
 MJ1220'LEAVE HIGHWAY 31, AND CONTINUE STRAIGHT AHEAD FOR 0.85 MILE
 MJ1220'TO WHERE ROAD TURNS SOUTH, GO SOUTH AND WEST FOR 1.2 MILE TO THE
 MJ1220'STATION IN A FIELD ON THE RIGHT AS DESCRIBED.
 MJ1220'
 MJ1220'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 MJ1220'ROAD FOR 1.5 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 MJ1220'
 MJ1220'A 4 FT. STAND AT CAMENZIND 1934 WILL SEE A 90 FT. TOWER AT HANSCOM
 MJ1220'1934, A 77 FT. TOWER AT BENSON 1934, A 77 FT. TOWER AT ELMWOOD,
 MJ1220'A 90 FT. TOWER AT ELKHORN N. BASE.  A 37 FT. TOWER AT CAMENZIND
 MJ1220'1934 WILL SEE A 77 FT. TOWER AT ELKHORN S. BASE.
 MJ1220
 MJ1220                          STATION RECOVERY (1957)
 MJ1220
 MJ1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GFM)
 MJ1220'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 MJ1220
 MJ1220                          STATION RECOVERY (1975)
 MJ1220
 MJ1220'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (RDP)
 MJ1220'STATION RECOVERED BY HOSKINS, WESTERN, SONDEREGGER
 MJ1220'
 MJ1220'CAMENZIND - GOOD (FOUND LARGE SIGN SET OVER MARK AS TGT)
 MJ1220'
 MJ1220'CAMENZIND AZ MK - GOOD TELLER DISK. = 7790 X 91 HORIZ
 MJ1220'
 MJ1220'EAST OF 4 TOWERS NOW
 MJ1220
 MJ1220                          STATION RECOVERY (1975)
 MJ1220
 MJ1220'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 MJ1220'STATION, AND REF 1 FOUND IN GOOD CONDITION AS DESCRIBED.
 MJ1220'
 MJ1220'NEAREST TOWN--PAPILLION.
 MJ1220
 MJ1220                          STATION RECOVERY (1996)
 MJ1220
 MJ1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JL)
 MJ1220'STATION CAMENZIND 1934 IS GOOD - NEW TIES COULD BE CREATED BY USING
 MJ1220'THE NEW RADIO TOWER WHICH IS LOCATED APPROXIMATELY 250 FT (76.2 M)
 MJ1220'FROM THE STATION.  REFERENCE MARK 1 - CAMENZIND NO 1 1934 IS GOOD -
 MJ1220'0.2 FT (6.1 CM) ABOVE GROUND.  REFERENCE MARK 3 - CAMENZIND NO 3 1947
 MJ1220'IS GOOD - 0.2 FT (6.1 CM) ABOVE GROUND.  AZIMUTH MARKER IS GOOD - 0.4
 MJ1220'FT (12.2 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1251 ***********************************************************************
 LH1251  DESIGNATION -  CAMERON 2
 LH1251  PID         -  LH1251
 LH1251  STATE/COUNTY-  NE/HALL
 LH1251  USGS QUAD   -  CAMERON (1962)
 LH1251
 LH1251                         *CURRENT SURVEY CONTROL
 LH1251  ___________________________________________________________________
 LH1251* NAD 83(1995)-  40 56 45.45852(N)    098 40 22.41465(W)     ADJUSTED  
 LH1251* NAVD 88     -       639.4    (meters)    2098.     (feet)  VERTCON   
 LH1251  ___________________________________________________________________
 LH1251  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 LH1251  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH1251
 LH1251  HORZ ORDER  -  FIRST
 LH1251
 LH1251.The horizontal coordinates were established by classical geodetic methods
 LH1251.and adjusted by the National Geodetic Survey in August 1997..
 LH1251
 LH1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1251
 LH1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1251
 LH1251.The geoid height was determined by GEOID03.
 LH1251
 LH1251;                    North         East     Units Scale Factor Converg.
 LH1251;SPC NE       -   124,388.833   611,710.302   MT  0.99970601   +0 52 46.1
 LH1251;UTM  14      - 4,532,809.721   527,532.681   MT  0.99960933   +0 12 51.7
 LH1251
 LH1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1251!SPC NE       -   0.99990358  x   0.99970601  =   0.99960962
 LH1251!UTM  14      -   0.99990358  x   0.99960933  =   0.99951295
 LH1251
 LH1251:                Primary Azimuth Mark                     Grid Az
 LH1251:SPC NE       -  GRAND IS PRESB CHURCH SPIRE              092 14 52.8
 LH1251:UTM  14      -  GRAND IS PRESB CHURCH SPIRE              092 54 47.2
 LH1251
 LH1251|---------------------------------------------------------------------|
 LH1251| PID    Reference Object                     Distance      Geod. Az  |
 LH1251|                                                           dddmmss.s |
 LH1251| LH1133 GRAND IS PRESB CHURCH SPIRE         APPROX.27.8 KM 0930738.9 |
 LH1251| LH1136 GRAND ISLAND STANDPIPE              APPROX.27.9 KM 0940148.0 |
 LH1251| CN8038 CAMERON 2 AZ MK                                    1021526.6 |
 LH1251| CN8040 CAMERON 2 RM 2                       20.440 METERS 11738     |
 LH1251| LH1146 DONIPHAN CHIMNEY                    APPROX.31.8 KM 1260244.3 |
 LH1251| LH1241 WOOD RIVER CHURCH SPIRE             APPROX.14.8 KM 1574312.8 |
 LH1251| LH1248 SHELTON PRESBYTERIAN CH SPIRE       APPROX.19.5 KM 1952338.2 |
 LH1251| LH1246 SHELTON ELEVATOR                    APPROX.19.1 KM 1953100.9 |
 LH1251| LH1249 MEISNERS HOUSE CUPOLA               APPROX.17.5 KM 1985637.9 |
 LH1251| LH1250 T11N R12W SEC 4 S CENTER            185.901 METERS 26358     |
 LH1251| CN8039 CAMERON 2 RM 1                       27.786 METERS 35754     |
 LH1251|---------------------------------------------------------------------|
 LH1251
 LH1251                          SUPERSEDED SURVEY CONTROL
 LH1251
 LH1251  NAD 83(1986)-  40 56 45.46615(N)    098 40 22.41627(W) AD(       ) 1
 LH1251  NAD 27      -  40 56 45.41500(N)    098 40 21.15300(W) AD(       ) 1
 LH1251  NGVD 29 (07/19/86)  639.1    (m)         2097.     (f) VERT ANG       
 LH1251
 LH1251.Superseded values are not recommended for survey control.
 LH1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1251.See file dsdata.txt to determine how the superseded data were derived.
 LH1251
 LH1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2753332810(NAD 83)
 LH1251_MARKER: V = STONE MONUMENT
 LH1251_SETTING: 0 = UNSPECIFIED SETTING
 LH1251
 LH1251  HISTORY     - Date     Condition        Report By
 LH1251  HISTORY     - 1899     MONUMENTED       CGS
 LH1251  HISTORY     - 1927     MARK NOT FOUND   CGS
 LH1251  HISTORY     - 1934     MARK NOT FOUND   NEGS
 LH1251  HISTORY     - 1950     SEE DESCRIPTION  CGS
 LH1251
 LH1251                          STATION DESCRIPTION
 LH1251
 LH1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 LH1251'THIS STATION IS NEAR THE SOUTH CENTER OF THE SW. 1/4 OF THE
 LH1251'SE. 1/4 SEC. 4, T. 11 N., R. 12 W., ABOUT 2 MILES NORTH AND
 LH1251'2 MILES WEST OF CAMERON, ON THE FARM OF MR. HARRY CHASE,
 LH1251'138.2 FEET EAST OF THE SOUTHEAST CORNER OF MR. CHASES HOUSE
 LH1251'AND 1 FOOT NORTH OF THE LINE OF THE SOUTH FACE OF THE HOUSE.
 LH1251'THE BEARINGS AND DISTANCES TO CERTAIN POINTS ARE- TO THE
 LH1251'SOUTH CENTER OF SEC. 4, S 83 DEG 58 MIN W, 610 FEET, TO THE
 LH1251'SOUTHEAST CORNER OF MR. CHASES HOUSE, N 79 DEG 36 MIN W, 138.2
 LH1251'FEET, TO THE WELL AND WINDMILL, N 46 DEG 44 MIN W, 121.7 FEET, TO
 LH1251'THE SOUTHEAST CORNER OF THE STABLE, N 02 DEG 24 MIN W, TO A
 LH1251'FENCE TO THE EASTWARD, N 88 DEG 45 MIN E, 30.4 FEET, TO THE
 LH1251'SOUTHEAST CORNER OF SEC. 4, S 87 DEG 47 MIN E, TO THE WIRE
 LH1251'FENCE OF THE SOUTH SIDE OF THE ROAD, S 01 DEG 15 MIN E,
 LH1251'102.0 FEET.  SURFACE MARK IS A MARBLE POST 8 INCHES
 LH1251'SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED WITH ITS TOP FLUSH
 LH1251'WITH THE GROUND, AND HAVING TWO V-SHAPED GROOVES AT
 LH1251'RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS TOP.
 LH1251'UNDERGROUND MARK IS AN EARTHENWARE CROCK, BURIED ABOUT 3
 LH1251'FEET BELOW THE SURFACE, WITH BOTTOM UPWARD AND WITH A SMALL
 LH1251'DRILL HOLE IN THE BOTTOM.
 LH1251
 LH1251                          STATION RECOVERY (1927)
 LH1251
 LH1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (EOH)
 LH1251'THE SURFACE MARK FOR THIS STATION HAS DISAPPEARED AND A
 LH1251'THOROUGH SEARCH WAS NOT MADE FOR THE UNDERGROUND MARK.
 LH1251
 LH1251                          STATION RECOVERY (1934)
 LH1251
 LH1251'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1251'ON FARM NOW OWNED BY GEO. HULME.  THE MARBLE SURFACE MARKER
 LH1251'WAS NOT FOUND.  STATION WAS DESTROYED.  PIECES OF EARTHENWARE
 LH1251'CROCK WERE FOUND BELOW THE SURFACE OF THE GROUND AT DEPTHS
 LH1251'VARYING FROM 1 FOOT TO 3-1/2 FEET.  THREE OF THESE PIECES
 LH1251'FORMED A DRILL HOLE WHEN FITTED TOGETHER.  IT SEEMED AS THOUGH
 LH1251'THE CROCK HAD BEEN REMOVED, POSSIBLY AFTER BEING BROKEN,
 LH1251'THEN DROPPED BACK INTO HOLE.  MANY OF THE RIM PIECES WERE
 LH1251'RIGHT SIDE UP WHILE OTHERS WERE INVERTED.  THE STATION WAS
 LH1251'LOCATED BY CHAINING 610 FEET FROM THE SOUTH CENTER OF SECTION
 LH1251'4, AND 102 FEET FROM AN OLD WIRE FENCE LOCATED SOUTH OF THE
 LH1251'ROAD, AND BY CHECKING ON AZIMUTH TO THE SOUTH CENTER OF THE
 LH1251'SECTION AND THE SOUTHEAST CORNER OF AN OLD STABLE.  THE
 LH1251'OUTLINE OF THE OLD EXCAVATION COULD BE DETERMINED DUE TO
 LH1251'LOOSE SOIL AND FOREIGN MATTER MIXED IN IT.  IN THE
 LH1251'CENTER OF THIS EXCAVATION, WHICH WAS APPROXIMATELY 18 INCHES
 LH1251'IN DIAMETER, AN IRON PIPE 1 INCH BY 12 INCHES WAS SET WITH
 LH1251'THE TOP 2.6 FEET BELOW NATURAL GROUND SURFACE.  A PIECE OF
 LH1251'LATH IN THE TOP OF THIS PIPE EXTENDS TO WITHIN 1 FOOT
 LH1251'OF THE SURFACE.  ADDITIONAL TIES ARE- SOUTH TO CENTER OF
 LH1251'THE ROAD, (33 FEET FROM EITHER FENCE), 64 FEET, TO FENCE
 LH1251'NORTH OF ROAD, 31 FEET, TO FENCE CORNER, SOUTHWEST 31.6
 LH1251'FEET, TO FENCE TO WESTWARD 5.5 FEET, TO FIRST TELEPHONE
 LH1251'POLE SOUTHWEST, 53.6 FEET, TO FIRST TELEPHONE POLE
 LH1251'SOUTHEAST, 135.4 FEET.  CONDITION OF THE OLD TIES- THE HOUSE
 LH1251'HAS BEEN MOVED, THE CELLAR HOLE IS PARTLY FILLED, NO FOUNDATION
 LH1251'SIGNS REMAIN, THE OLD DUG WELL HAS BEEN FILLED, THE WINDMILL
 LH1251'REMOVED, AND THE OLD WIRE FENCE ON THE SOUTH SIDE OF THE ROAD
 LH1251'HAS BEEN MOVED NORTH 3 OR 4 FEET.  JUDGING FROM EXCAVATION
 LH1251'IN WHICH BROKEN CROCK WAS FOUND, THE 1 INCH BY 12 INCH PIPE
 LH1251'IS WITHIN 0.3 FEET OF THE ORIGINAL LOCATION.
 LH1251
 LH1251                          STATION RECOVERY (1950)
 LH1251
 LH1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1251'STATION IS LOCATED ABOUT 9 MILES NORTH NORTHWEST OF WOOD RIVER
 LH1251'NEAR THE SITE OF AN ABANDONED FARM IN A CULTIVATED FIELD.
 LH1251'STATION IS 64 FEET NORTH OF THE APPROXIMATE CENTERLINE OF ROAD,
 LH1251'31 FEET NORTH OF GATE AND 5 FEET EAST OF FENCE.  THE MARK IS
 LH1251'ABOUT 12 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED
 LH1251'CAMERON NO 2 1950.  STATION MARK WAS SET AT THE LOCATION OF AN
 LH1251'IRON PIPE WHICH WAS PLACED AT THE APPROXIMATE LOCATION OF THE
 LH1251'ORIGINAL STATION BY THE NEBRASKA GEODETIC SURVEY IN 1934.
 LH1251'
 LH1251'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF FENCE CORNER AND 1 FOOT
 LH1251'EAST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LH1251'IS STAMPED CAMERON 2 NO 1 1950.
 LH1251'
 LH1251'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE APPROXIMATE
 LH1251'CENTERLINE OF ROAD, AND 1 FOOT NORTH OF FENCE.  THE MARK
 LH1251'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CAMERON
 LH1251'2 NO 2 1950.
 LH1251'
 LH1251'AZIMUTH MARK IS 33 FEET WEST OF THE APPROXIMATE CENTERLINE
 LH1251'OF ROAD, 5 FEET NORTH OF POWER POLE, 3 FEET NORTH OF WITNESS
 LH1251'POST AND IN FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 LH1251'THE DISK IS STAMPED CAMERON 2 1950.
 LH1251'
 LH1251'TO REACH FROM THE RAILROAD DEPOT IN WOOD RIVER GO SOUTHWEST
 LH1251'ON U.S. HIGHWAY 30 FOR 0.3 MILE TO CROSSROADS WHICH IS JUNCTION
 LH1251'OF STATE ROAD 60.  TURN RIGHT AND GO NORTH ON STATE ROAD 60
 LH1251'FOR 8.8 MILES TO CROSSROADS.  TURN LEFT AND GO WEST FOR 3.0
 LH1251'MILES TO CROSSROADS.  AZIMUTH MARK IS 0.05 MILE SOUTH OF
 LH1251'CROSSROADS ON WEST SIDE OF ROAD AS DESCRIBED.  CONTINUE WEST
 LH1251'FOR 0.4 MILE TO STATION ON RIGHT OR NORTH SIDE OF ROAD AS
 LH1251'DESCRIBED.
 LH1251'
 LH1251'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1177 ***********************************************************************
 LH1177  DESIGNATION -  CAMPBELL
 LH1177  PID         -  LH1177
 LH1177  STATE/COUNTY-  NE/NUCKOLLS
 LH1177  USGS QUAD   -  GUIDE ROCK (1974)
 LH1177
 LH1177                         *CURRENT SURVEY CONTROL
 LH1177  ___________________________________________________________________
 LH1177* NAD 83(1995)-  40 05 21.77408(N)    098 15 38.41610(W)     ADJUSTED  
 LH1177* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 LH1177  ___________________________________________________________________
 LH1177  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 LH1177  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 LH1177
 LH1177  HORZ ORDER  -  SECOND
 LH1177
 LH1177.The horizontal coordinates were established by classical geodetic methods
 LH1177.and adjusted by the National Geodetic Survey in August 1997..
 LH1177
 LH1177.The orthometric height was scaled from a topographic map.
 LH1177
 LH1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1177
 LH1177.The geoid height was determined by GEOID03.
 LH1177
 LH1177;                    North         East     Units Scale Factor Converg.
 LH1177;SPC NE       -    29,922.518   648,318.342   MT  0.99996080   +1 09 09.5
 LH1177;SPC KS N     -   194,986.901   377,767.944   MT  1.00006400   -0 09 53.7
 LH1177;UTM  14      - 4,437,939.666   563,026.831   MT  0.99964890   +0 28 34.1
 LH1177
 LH1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1177!SPC NE       -   0.99992045  x   0.99996080  =   0.99988125
 LH1177!SPC KS N     -   0.99992045  x   1.00006400  =   0.99998444
 LH1177!UTM  14      -   0.99992045  x   0.99964890  =   0.99956937
 LH1177
 LH1177|---------------------------------------------------------------------|
 LH1177| PID    Reference Object                     Distance      Geod. Az  |
 LH1177|                                                           dddmmss.s |
 LH1177| CN8042 CAMPBELL RM 1                         9.120 METERS 08907     |
 LH1177| CN8043 CAMPBELL RM 2                         8.622 METERS 26901     |
 LH1177| CN8041 CAMPBELL AZ MK                                     2710711.1 |
 LH1177| LH1178 CAMPBELL 2                           29.182 METERS 35615     |
 LH1177|---------------------------------------------------------------------|
 LH1177
 LH1177                          SUPERSEDED SURVEY CONTROL
 LH1177
 LH1177  NAD 83(1986)-  40 05 21.77866(N)    098 15 38.41532(W) AD(       ) 2
 LH1177  NAD 27      -  40 05 21.73600(N)    098 15 37.24600(W) AD(       ) 2
 LH1177
 LH1177.Superseded values are not recommended for survey control.
 LH1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1177.See file dsdata.txt to determine how the superseded data were derived.
 LH1177
 LH1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6302737940(NAD 83)
 LH1177_MARKER: DS = TRIANGULATION STATION DISK
 LH1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1177
 LH1177  HISTORY     - Date     Condition        Report By
 LH1177  HISTORY     - 1947     MONUMENTED       CGS
 LH1177  HISTORY     - 1957     GOOD             CGS
 LH1177
 LH1177                          STATION DESCRIPTION
 LH1177
 LH1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1177'THE STATION IS LOCATED ABOUT 11.5 MILES WEST-NORTHWEST OF SUPERIOR,
 LH1177'4.0 MILES EAST-NORTHEAST OF GUIDE ROCK, 3.7 MILES EAST OF THE
 LH1177'JUNCTION OF STATE ROUTES NO 3 AND 78 AND 0.7 MILE EAST OF THE
 LH1177'WEBSTER COUNTY LINE, ON THE SOUTH-RIGHT-OF-WAY OF STATE ROUTE NO
 LH1177'3.  IT IS 35 FEET SOUTH OF THE CENTER OF STATE ROUTE NO 3 AND 1
 LH1177'FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED CAMPBELL
 LH1177'1947 AND PROJECTS 4 INCHES.
 LH1177'
 LH1177'REFERENCE MARK NO 1 IS EAST OF THE STATION, 35 FEET SOUTH OF THE
 LH1177'CENTER OF STATE ROUTE NO 3 AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.
 LH1177'IT IS STAMPED CAMPBELL NO 1 1947 AND PROJECTS 6 INCHES.
 LH1177'
 LH1177'REFERENCE MARK NO 2 IS WEST OF THE STATION, 35 FEET SOUTH OF THE
 LH1177'CENTER OF STATE ROUTE NO 3, 2 FEET EAST OF WITNESS POST, 1 FOOT
 LH1177'EAST OF TELEPHONE POLE AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.
 LH1177'IT IS STAMPED CAMPBELL NO 2 1947 AND PROJECTS 6 INCHES.
 LH1177'
 LH1177'THE AZIMUTH MARK IS ABOUT 0.45 MILE WEST-NORTH-WEST OF THE STATION,
 LH1177'35 FEET NORTH OF THE CENTER OF STATE ROUTE NO 3, 2 FEET EAST OF
 LH1177'WITNESS POST AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS
 LH1177'STAMPED CAMPBELL 1947 AND PROJECTS 6 INCHES.  TO REACH FROM THE
 LH1177'STATION, GO WEST ON STATE ROUTE NO 3 FOR 0.45 MILE TO THE STATION
 LH1177'ON THE NORTH SIDE AS DESCRIBED.
 LH1177'
 LH1177'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES NOS 14 AND
 LH1177'3S IN THE SOUTHEAST EDGE OF SUPERIOR, GO NORTH ON STATE ROUTE NO
 LH1177'14 FOR 5.0 MILES TO THE JUNCTION WITH STATE ROUTE NO 3, TURN LEFT
 LH1177'AND GO WEST ON STATE ROUTE NO 3 FOR 10.2 MILES TO THE STATION ON
 LH1177'THE SOUTH SIDE AS DESCRIBED.
 LH1177'
 LH1177'A 74 FOOT SIGNAL AT STATION BANGERT IS V.G
 LH1177'
 LH1177'A 74 FOOT SIGNAL AT STATION SUPERIOR IS V.G
 LH1177'
 LH1177'A 4 FOOT SIGNAL AT STATION BROWN IS V.G
 LH1177'
 LH1177'A 74 FOOT SIGNAL AT STATION DARWIN IS V.G
 LH1177
 LH1177                          STATION RECOVERY (1957)
 LH1177
 LH1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LH1177'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LH1177'CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY ALL THE MARKS.
 LH1177'THEY WERE MOVED.  A NEW STATION, CAMPBELL 2 WAS ESTABLISHED.  FOR
 LH1177'DETAILS, SEE THE DESCRIPTION OF CAMPBELL 2 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1178 ***********************************************************************
 LH1178  DESIGNATION -  CAMPBELL 2
 LH1178  PID         -  LH1178
 LH1178  STATE/COUNTY-  NE/NUCKOLLS
 LH1178  USGS QUAD   -  GUIDE ROCK (1974)
 LH1178
 LH1178                         *CURRENT SURVEY CONTROL
 LH1178  ___________________________________________________________________
 LH1178* NAD 83(1995)-  40 05 22.71819(N)    098 15 38.49669(W)     ADJUSTED  
 LH1178* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 LH1178  ___________________________________________________________________
 LH1178  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 LH1178  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 LH1178
 LH1178  HORZ ORDER  -  THIRD
 LH1178
 LH1178.The horizontal coordinates were established by classical geodetic methods
 LH1178.and adjusted by the National Geodetic Survey in August 1997..
 LH1178.No horizontal observational check was made to the station.
 LH1178
 LH1178.The orthometric height was scaled from a topographic map.
 LH1178
 LH1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1178
 LH1178.The geoid height was determined by GEOID03.
 LH1178
 LH1178;                    North         East     Units Scale Factor Converg.
 LH1178;SPC NE       -    29,951.592   648,315.848   MT  0.99996069   +1 09 09.5
 LH1178;UTM  14      - 4,437,968.758   563,024.680   MT  0.99964890   +0 28 34.0
 LH1178
 LH1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1178!SPC NE       -   0.99992045  x   0.99996069  =   0.99988114
 LH1178!UTM  14      -   0.99992045  x   0.99964890  =   0.99956937
 LH1178
 LH1178|---------------------------------------------------------------------|
 LH1178| PID    Reference Object                     Distance      Geod. Az  |
 LH1178|                                                           dddmmss.s |
 LH1178| CN8048 CAMPBELL 2 RM 3                      14.155 METERS 08927     |
 LH1178| LH1170 SUPERIOR NEBR CEMENT CO STACK       APPROX.15.3 KM 1184552.2 |
 LH1178| LH1177 CAMPBELL                             29.182 METERS 17615     |
 LH1178| CN8047 CAMPBELL 2 AZ MK                                   2670201.6 |
 LH1178| CN8041 CAMPBELL AZ MK                                     2685821.2 |
 LH1178| CN8049 CAMPBELL 2 RM 4                      15.478 METERS 27034     |
 LH1178|---------------------------------------------------------------------|
 LH1178
 LH1178                          SUPERSEDED SURVEY CONTROL
 LH1178
 LH1178  NAD 83(1986)-  40 05 22.72276(N)    098 15 38.49591(W) AD(       ) 3
 LH1178  NAD 27      -  40 05 22.68000(N)    098 15 37.32700(W) AD(       ) 3
 LH1178
 LH1178.Superseded values are not recommended for survey control.
 LH1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1178.See file dsdata.txt to determine how the superseded data were derived.
 LH1178
 LH1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6302537969(NAD 83)
 LH1178_MARKER: DS = TRIANGULATION STATION DISK
 LH1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1178
 LH1178  HISTORY     - Date     Condition        Report By
 LH1178  HISTORY     - 1957     MONUMENTED       CGS
 LH1178
 LH1178                          STATION DESCRIPTION
 LH1178
 LH1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LH1178'STATION IS LOCATED ABOUT 11 AND 1/2 MILES WEST-NORTHWEST OF
 LH1178'SUPERIOR AND 4 MILES EAST-NORTHEAST OF GUIDE ROCK, 0.7 MILE EAST OF
 LH1178'THE WEBSTER COUNTY LINE, ABOUT 100 YARDS EAST OF A GATE INTO A
 LH1178'PASTURE, 64 FEET NORTH OF THE CENTER OF STATE HIGHWAY 3, 2 FEET
 LH1178'WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 LH1178'PROJECTS 4 INCHES AND THE DISK IS STAMPED CAMPBELL 2 1957.
 LH1178'
 LH1178'REFERENCE MARK NO. 3 IS 64 FEET NORTH OF THE CENTER OF STATE
 LH1178'HIGHWAY 3 AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 6 INCHES
 LH1178'AND THE DISK IS STAMPED CAMPBELL NO 3 1957.
 LH1178'
 LH1178'REFERENCE MARK NO. 4 IS 64 FEET NORTH OF THE CENTER OF STATE
 LH1178'HIGHWAY 3 AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES
 LH1178'AND THE DISK IS STAMPED CAMPBELL NO 4 1957.
 LH1178'
 LH1178'THE AZIMUTH MARK IS 64 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LH1178'3, 4 FEET EAST OF THE 2ND TELEPHONE POLE WEST OF WIRE GATE, AND 1
 LH1178'FOOT NORTH OF FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 LH1178'STAMPED CAMPBELL 1957.
 LH1178'
 LH1178'TO REACH THE STATION FROM GUIDE ROCK, GO NORTH ON STATE HIGHWAY 78
 LH1178'FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 3.  TURN RIGHT AND GO
 LH1178'EAST ON STATE HIGHWAY 3 FOR 3.2 MILES TO THE AZIMUTH MARK ON THE
 LH1178'RIGHT AS DESCRIBED.  CONTINUE EAST ON STATE HIGHWAY 3 FOR 0.5 MILE
 LH1178'TO THE STATION ON THE LEFT.
 LH1178'
 LH1178'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1203 ***********************************************************************
 LH1203  DESIGNATION -  CAMPBELL MUNICIPAL STANDPIPE
 LH1203  PID         -  LH1203
 LH1203  STATE/COUNTY-  NE/FRANKLIN
 LH1203  USGS QUAD   -  CAMPBELL (1969)
 LH1203
 LH1203                         *CURRENT SURVEY CONTROL
 LH1203  ___________________________________________________________________
 LH1203* NAD 83(1995)-  40 17 45.21279(N)    098 43 51.64415(W)     ADJUSTED  
 LH1203* NAVD 88     -                                                        
 LH1203  ___________________________________________________________________
 LH1203  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 LH1203  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 LH1203
 LH1203  HORZ ORDER  -  THIRD
 LH1203
 LH1203.The horizontal coordinates were established by classical geodetic methods
 LH1203.and adjusted by the National Geodetic Survey in August 1997..
 LH1203
 LH1203
 LH1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1203
 LH1203.The geoid height was determined by GEOID03.
 LH1203
 LH1203;                    North         East     Units Scale Factor Converg.
 LH1203;SPC NE       -    52,151.021   607,877.685   MT  0.99987933   +0 50 27.4
 LH1203;UTM  14      - 4,460,633.933   522,861.314   MT  0.99960643   +0 10 26.3
 LH1203
 LH1203                          SUPERSEDED SURVEY CONTROL
 LH1203
 LH1203  NAD 83(1986)-  40 17 45.21851(N)    098 43 51.64371(W) AD(       ) 4
 LH1203  NAD 27      -  40 17 45.16300(N)    098 43 50.38400(W) AD(       ) 3
 LH1203
 LH1203.Superseded values are not recommended for survey control.
 LH1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1203.See file dsdata.txt to determine how the superseded data were derived.
 LH1203
 LH1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2286160634(NAD 83)
 LH1203_MARKER: 52 = STANDPIPE TANK
 LH1203
 LH1203  HISTORY     - Date     Condition        Report By
 LH1203  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1203  HISTORY     - 1980     GOOD             NGS
 LH1203
 LH1203                          STATION DESCRIPTION
 LH1203
 LH1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1203'THE STATION IS LOCATED NEAR THE CENTER OF THE CITY PARK AND
 LH1203'NEAR THE EAST EDGE OF CAMPBELL.  IT IS A CYLINDRIAL STEEL
 LH1203'STRUCTURE WITH A CONICAL SHAPED ROOF AND A BALL AT THE APEX.
 LH1203'IT IS 10 FEET IN DIAMETER AND ABOUT 90 FEET HIGH.  THE TANK
 LH1203'IS SILVER IN COLOR AND HAS THE BLACK LETTERING CAMPBELL ON
 LH1203'THE NORTH AND SOUTH SIDES.
 LH1203'
 LH1203'THE BALL AT THE APEX WAS OBSERVED.
 LH1203
 LH1203                          STATION RECOVERY (1980)
 LH1203
 LH1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1203'THE STATION, CAMPBELL MUNICIPAL STANDPIPE, WAS RECOVERED AS
 LH1203'PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1201 ***********************************************************************
 LH1201  DESIGNATION -  CAMPBELL SCHOOLHOUSE CUPOLA
 LH1201  PID         -  LH1201
 LH1201  STATE/COUNTY-  NE/FRANKLIN
 LH1201  USGS QUAD   -  CAMPBELL (1969)
 LH1201
 LH1201                         *CURRENT SURVEY CONTROL
 LH1201  ___________________________________________________________________
 LH1201* NAD 83(1995)-  40 17 47.23293(N)    098 44 00.80938(W)     ADJUSTED  
 LH1201* NAVD 88     -                                                        
 LH1201  ___________________________________________________________________
 LH1201  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 LH1201  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 LH1201
 LH1201  HORZ ORDER  -  THIRD
 LH1201
 LH1201.The horizontal coordinates were established by classical geodetic methods
 LH1201.and adjusted by the National Geodetic Survey in August 1997..
 LH1201
 LH1201
 LH1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1201
 LH1201.The geoid height was determined by GEOID03.
 LH1201
 LH1201;                    North         East     Units Scale Factor Converg.
 LH1201;SPC NE       -    52,210.144   607,660.359   MT  0.99987912   +0 50 21.4
 LH1201;UTM  14      - 4,460,695.565   522,644.750   MT  0.99960631   +0 10 20.4
 LH1201
 LH1201                          SUPERSEDED SURVEY CONTROL
 LH1201
 LH1201  NAD 83(1986)-  40 17 47.23867(N)    098 44 00.80887(W) AD(       ) 4
 LH1201  NAD 27      -  40 17 47.20000(N)    098 43 59.55000(W) AD(       ) 3
 LH1201
 LH1201.Superseded values are not recommended for survey control.
 LH1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1201.See file dsdata.txt to determine how the superseded data were derived.
 LH1201
 LH1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2264560696(NAD 83)
 LH1201_MARKER: 86 = CUPOLA
 LH1201
 LH1201  HISTORY     - Date     Condition        Report By
 LH1201  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1201  HISTORY     - 1935     MARK NOT FOUND   CGS
 LH1201
 LH1201                          STATION DESCRIPTION
 LH1201
 LH1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1201'THE OLD SCHOOL BUILDING AT CAMPBELL WAS REMOVED AND CONVERTED
 LH1201'INTO OTHER USES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1204 ***********************************************************************
 LH1204  DESIGNATION -  CAMPBELL SMOKESTACK
 LH1204  PID         -  LH1204
 LH1204  STATE/COUNTY-  NE/FRANKLIN
 LH1204  USGS QUAD   -  CAMPBELL (1969)
 LH1204
 LH1204                         *CURRENT SURVEY CONTROL
 LH1204  ___________________________________________________________________
 LH1204* NAD 83(1995)-  40 18 03.01954(N)    098 43 46.07814(W)     ADJUSTED  
 LH1204* NAVD 88     -                                                        
 LH1204  ___________________________________________________________________
 LH1204  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 LH1204  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 LH1204
 LH1204  HORZ ORDER  -  THIRD
 LH1204
 LH1204.The horizontal coordinates were established by classical geodetic methods
 LH1204.and adjusted by the National Geodetic Survey in August 1997..
 LH1204
 LH1204
 LH1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1204
 LH1204.The geoid height was determined by GEOID03.
 LH1204
 LH1204;                    North         East     Units Scale Factor Converg.
 LH1204;SPC NE       -    52,702.067   608,001.042   MT  0.99987753   +0 50 31.1
 LH1204;UTM  14      - 4,461,183.356   522,991.042   MT  0.99960651   +0 10 29.9
 LH1204
 LH1204                          SUPERSEDED SURVEY CONTROL
 LH1204
 LH1204  NAD 83(1986)-  40 18 03.02530(N)    098 43 46.07762(W) AD(       ) 4
 LH1204  NAD 27      -  40 18 02.97000(N)    098 43 44.82000(W) AD(       ) 3
 LH1204
 LH1204.Superseded values are not recommended for survey control.
 LH1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1204.See file dsdata.txt to determine how the superseded data were derived.
 LH1204
 LH1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2299161183(NAD 83)
 LH1204_MARKER: 63 = STACK
 LH1204
 LH1204  HISTORY     - Date     Condition        Report By
 LH1204  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1204  HISTORY     - 1935     MARK NOT FOUND   CGS
 LH1204
 LH1204                          STATION DESCRIPTION
 LH1204
 LH1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1204'INFORMATION ELICITED FROM RESIDENTS OF CAMPBELL INDICATES
 LH1204'THAT THERE WAS A STACK IN CONNECTION WITH THE OLD FLOUR MILL.
 LH1204'IT HAS LONG SINCE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0201 ***********************************************************************
 NM0201  DESIGNATION -  CAP
 NM0201  PID         -  NM0201
 NM0201  STATE/COUNTY-  NE/DAKOTA
 NM0201  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0201
 NM0201                         *CURRENT SURVEY CONTROL
 NM0201  ___________________________________________________________________
 NM0201* NAD 83(1986)-  42 24 58.     (N)    096 25 07.     (W)     SCALED    
 NM0201* NAVD 88     -       334.536  (meters)    1097.56   (feet)  ADJUSTED  
 NM0201  ___________________________________________________________________
 NM0201  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 NM0201  DYNAMIC HT  -         334.430 (meters)    1097.21  (feet)  COMP
 NM0201  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 NM0201
 NM0201  VERT ORDER  -  FIRST     CLASS II
 NM0201
 NM0201.The horizontal coordinates were scaled from a topographic map and have
 NM0201.an estimated accuracy of +/- 6 seconds.
 NM0201
 NM0201.The orthometric height was determined by differential leveling
 NM0201.and adjusted by the National Geodetic Survey in June 1991..
 NM0201.WARNING-Repeat measurements at this control monument indicate possible
 NM0201.vertical movement.
 NM0201
 NM0201.The geoid height was determined by GEOID03.
 NM0201
 NM0201.The dynamic height is computed by dividing the NAVD 88
 NM0201.geopotential number by the normal gravity value computed on the
 NM0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0201.degrees latitude (g = 980.6199 gals.).
 NM0201
 NM0201.The modeled gravity was interpolated from observed gravity values.
 NM0201
 NM0201;                    North         East    Units  Estimated Accuracy
 NM0201;SPC NE       -   292,870.      794,630.      MT  (+/- 180 meters Scaled)
 NM0201
 NM0201                          SUPERSEDED SURVEY CONTROL
 NM0201
 NM0201  NGVD 29 (??/??/92)  334.379  (m)         1097.04   (f) ADJ UNCH    1 2
 NM0201
 NM0201.Superseded values are not recommended for survey control.
 NM0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0201.See file dsdata.txt to determine how the superseded data were derived.
 NM0201
 NM0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM123992(NAD 83)
 NM0201_MARKER: P = PIPE CAP
 NM0201_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM0201_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0201+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM0201
 NM0201  HISTORY     - Date     Condition        Report By
 NM0201  HISTORY     - UNK      MONUMENTED       MORC
 NM0201  HISTORY     - 1947     GOOD             NGS
 NM0201  HISTORY     - 20050713 GOOD             GEOCAC
 NM0201
 NM0201                          STATION DESCRIPTION
 NM0201
 NM0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM0201'AT DAKOTA CITY.
 NM0201'AT DAKOTA CITY, AT THE NORTHEAST CORNER OF THE COURT HOUSE LAWN,
 NM0201'122.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE COURT HOUSE,
 NM0201'41.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH STREET, 40.5
 NM0201'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST STREET, 1.5
 NM0201'FEET NORTHEAST OF A 24-INCH ELM TREE AND SET ON THE END OF AN
 NM0201'IRON PIPE WHICH PROJECTS ABOUT 6 INCHES ABOVE GROUND.
 NM0201
 NM0201                          STATION RECOVERY (2005)
 NM0201
 NM0201'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM0201'THE CAP IS LOCATED 41.0 FEET WEST OF THE CENTERLINE OF NORTH 16TH
 NM0201'STREET, 40.5 FEET SOUTH OF THE CENTERLINE OF MYRTLE STREET, AND ABOUT
 NM0201'THREE FEET WEST OF THE WEST EDGE OF A SIDEWALK.  IT PROJECTS ONE INCH.
 NM0201'HANDHELD COORDINATES ARE N42-24-58.62 W096-25-07.80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2159 ***********************************************************************
 MK2159  CBN         -  This is a Cooperative Base Network Control Station.
 MK2159  PACS        -  This is a Primary Airport Control Station.
 MK2159  DESIGNATION -  CARL MEL
 MK2159  PID         -  MK2159
 MK2159  STATE/COUNTY-  NE/BURT
 MK2159  USGS QUAD   -  TEKAMAH (1983)
 MK2159
 MK2159                         *CURRENT SURVEY CONTROL
 MK2159  ___________________________________________________________________
 MK2159* NAD 83(1995)-  41 45 58.77125(N)    096 10 46.24424(W)     ADJUSTED  
 MK2159* NAVD 88     -       312.19   (meters)    1024.2    (feet)  GPS OBS   
 MK2159  ___________________________________________________________________
 MK2159  X           -    -512,873.374 (meters)                     COMP
 MK2159  Y           -  -4,736,854.684 (meters)                     COMP
 MK2159  Z           -   4,226,470.241 (meters)                     COMP
 MK2159  LAPLACE CORR-          -9.50  (seconds)                    DEFLEC99
 MK2159  ELLIP HEIGHT-         284.80  (meters)          (07/10/01) GPS OBS
 MK2159  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 MK2159
 MK2159  HORZ ORDER  -  B
 MK2159  ELLP ORDER  -  FOURTH    CLASS I
 MK2159
 MK2159.This mark is at Tekamah Municipal Airport (TQE)
 MK2159
 MK2159.The horizontal coordinates were established by GPS observations
 MK2159.and adjusted by the National Geodetic Survey in June 1996..
 MK2159
 MK2159.The orthometric height was determined by GPS observations and a
 MK2159.high-resolution geoid model.
 MK2159
 MK2159.GPS derived orthometric heights for airport stations designated as
 MK2159.PACS or SACS are published to 2 decimal places.  This maintains
 MK2159.centimeter relative accuracy between the PACS and SACS.  It does
 MK2159.not indicate centimeter accuracy relative to other marks which are
 MK2159.part of the NAVD 88 network.
 MK2159
 MK2159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2159
 MK2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2159
 MK2159.The ellipsoidal height was determined by GPS observations
 MK2159.and is referenced to NAD 83.
 MK2159
 MK2159.The geoid height was determined by GEOID03.
 MK2159
 MK2159;                    North         East     Units Scale Factor Converg.
 MK2159;SPC NE       -   221,627.383   817,477.190   MT  0.99966890   +2 31 54.6
 MK2159;UTM  14      - 4,627,677.541   734,449.553   MT  1.00027645   +1 52 46.4
 MK2159
 MK2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2159!SPC NE       -   0.99995533  x   0.99966890  =   0.99962425
 MK2159!UTM  14      -   0.99995533  x   1.00027645  =   1.00023177
 MK2159
 MK2159:                Primary Azimuth Mark                     Grid Az
 MK2159:SPC NE       -  CARL MEL AZ MK                           150 43 35.5
 MK2159:UTM  14      -  CARL MEL AZ MK                           151 22 43.7
 MK2159
 MK2159|---------------------------------------------------------------------|
 MK2159| PID    Reference Object                     Distance      Geod. Az  |
 MK2159|                                                           dddmmss.s |
 MK2159| MK2162 CARL MEL AZ MK                      APPROX. 0.6 KM 1531530.1 |
 MK2159|---------------------------------------------------------------------|
 MK2159
 MK2159                          SUPERSEDED SURVEY CONTROL
 MK2159
 MK2159  ELLIP H (06/25/96)  284.90   (m)                       GP(       ) 1 1
 MK2159  NAD 83(1986)-  41 45 58.77611(N)    096 10 46.24687(W) AD(       ) 1
 MK2159  NGVD 29 (02/23/90)  312.1    (m)         1024.     (f) GPS OBS        
 MK2159
 MK2159.Superseded values are not recommended for survey control.
 MK2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2159.See file dsdata.txt to determine how the superseded data were derived.
 MK2159
 MK2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3445027678(NAD 83)
 MK2159_MARKER: I = METAL ROD
 MK2159_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2159_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MK2159_STAMPING: CARL MEL 1989
 MK2159_MARK LOGO: NGS   
 MK2159_PROJECTION: FLUSH
 MK2159_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2159+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 MK2159_ROD/PIPE-DEPTH: 21.3 meters
 MK2159_SLEEVE-DEPTH  : 0.95 meters
 MK2159
 MK2159  HISTORY     - Date     Condition        Report By
 MK2159  HISTORY     - 1989     MONUMENTED       NGS
 MK2159  HISTORY     - 19890615 GOOD             NGS
 MK2159  HISTORY     - 19890809 GOOD             NGS
 MK2159  HISTORY     - 19950602 GOOD             NGS
 MK2159  HISTORY     - 19970113 GOOD             NGS
 MK2159  HISTORY     - 19970703 GOOD             NGS
 MK2159  HISTORY     - 20000605 GOOD             NEDR
 MK2159
 MK2159                          STATION DESCRIPTION
 MK2159
 MK2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2159'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHEAST OF TEKAMAH,
 MK2159'3.5 KM (2.15 MI) EAST OF US HIGHWAY 75, AT THE TEKAMAH MUNICIPAL
 MK2159'AIRPORT, IN A GRASSY AREA AT THE JUNCTION OF A PAVED
 MK2159'NORTHEAST-SOUTHWEST TAXIWAY AND RUNWAY 14-32.  OWNERSHIP--TEKAMAH
 MK2159'AIRPORT AUTHORITY, POST OFFICE BOX 34, TEKAMAH, NE 68061.  AIRPORT
 MK2159'MANAGER IS CARL SCHRODER, TELEPHONE 402-374-1775 OR 402-374-2505.
 MK2159'PERMISSION TO PASS THROUGH A LOCKED GATE IS REQUIRED.
 MK2159'TO REACH THE STATION FROM THE BURT COUNTY COURTHOUSE AT THE JUNCTION
 MK2159'OF US HIGHWAY 75 AND M STREET IN TEKAMAH, GO SOUTH ALONG US HIGHWAY 75
 MK2159'AND 13TH STREET FOR 0.85 KM (0.55 MI) TO F SRTEET ON THE LEFT, TURN
 MK2159'LEFT AND GO EAST ALONG F STREET FOR 3.6 KM (2.25 MI) TO THE AIRPORT
 MK2159'ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ALONG A GRAVEL ROAD
 MK2159'FOR 0.4 KM (0.25 MI) TO AN AIRPORT BEACON ON THE LEFT AND A LOCKED
 MK2159'GATE.  TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTHWEST FOR 0.16 KM
 MK2159'(0.10 MI) TO THE JUNCTION OF THE TAXIWAY AND RUNWAY 14-32 AND THE
 MK2159'STATION ON THE LEFT.
 MK2159'THE STATION IS 20.8 M (68.2 FT) EAST-NORTHEAST OF THE RUNWAY
 MK2159'CENTERLINE, 15.0 M (49.2 FT) SOUTH-SOUTHEAST OF THE TAXIWAY
 MK2159'CENTERLINE, 6.3 M (20.7 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 MK2159'CURVE AT THE EDGE OF THE CONCRETE RUNWAY AND 6.3 M (20.7 FT) NORTHEAST
 MK2159'OF A CONCRETE VDUCT.
 MK2159'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 MK2159'DESCRIBED BY R.D.BALL
 MK2159
 MK2159                          STATION RECOVERY (1989)
 MK2159
 MK2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2159'THE STATION IS LOCATED AT THE TEKAMAH MUNI AIRPORT SOUTHWEST OF THE
 MK2159'RAMP.  IT IS 68.2 FT (20.8 M) NORTHEAST OF THE CENTERLINE OF THE
 MK2159'RUNWAY, 49.2 FT (15.0 M) SOUTHEAST OF THE CENTERLINE OF A TAXIWAY AND
 MK2159'20.7 FT (6.3 M) EASTERLY OF THE INSIDE OF THE CURVE OF THE PAVING
 MK2159'BETWEEN THE RUNWAY AND TAXIWAY.  THE STATION IS A STAINLESS STEEL ROD
 MK2159'SET WITHIN A PVC PIPE WITH A NGS COVER.  THE RIM OF THE COVER IS
 MK2159'STAMPED CARL MEL 1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR
 MK2159'HORIZONTAL (NOT VERTICAL) STABILITY.
 MK2159
 MK2159                          STATION RECOVERY (1989)
 MK2159
 MK2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2159'RECOVERED IN GOOD CONDITION.
 MK2159
 MK2159                          STATION RECOVERY (1995)
 MK2159
 MK2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2159'THE STATION IS LOCATED ABOUT 14.5 MI (23.3 KM) NORTH OF BLAIR, 2.15 MI
 MK2159'(3.46 KM) SOUTHEAST OF TEKAMAH, AT THE TEKAMAH MUNICIPAL AIRPORT.
 MK2159'OWNERSHIP--TEKAMAH AIRPORT AUTHORITY, PO BOX 34, TEKAMAH NE 68061.
 MK2159'AIRPORT MANAGER IS CARL SCHRODER, PHONE (402) 374-1755.  PERMISSION TO
 MK2159'PASS THROUGH LOCKED GATE MAY BE REQUIRED.  TO REACH THE STATION FROM
 MK2159'THE JUNCTION OF U.S. HIGHWAY 75 AND STATE HIGHWAY 32 WEST IN TEKAMAH,
 MK2159'GO SOUTH ON U.S. HIGHWAY 75 FOR 0.45 MI (0.72 KM) TO A PAVED ROAD
 MK2159'LEFT, TURN LEFT AND GO EAST ON F STREET (PAVED THEN GRAVEL) FOR 2.25
 MK2159'MI (3.62 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO SOUTH ON THE
 MK2159'AIRPORT ENTRANCE ROAD FOR 0.25 MI (0.40 KM) TO A BEACON ON THE LEFT
 MK2159'AND A GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH GATE AND GO
 MK2159'SOUTHWEST ON THE APRON, THEN CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO
 MK2159'THE RUNWAY JUST AHEAD AND THE STATION ON THE LEFT.  THE STATION IS
 MK2159'68.6 FT (20.9 M) EAST-NORTHEAST OF THE RUNWAY CENTER, 49.4 FT (15.1 M)
 MK2159'SOUTH-SOUTHEAST OF THE TAXIWAY CENTER, 26.6 FT (8.1 M) NORTH OF THE
 MK2159'MOST EASTERLY OF A PAIR OF TAXIWAY LIGHTS, 21.0 FT (6.4 M) SOUTHEAST
 MK2159'OF THE APEX OF THE CURVED PAVEMENT EDGE, 20.7 FT (6.3 M) NORTHEAST OF
 MK2159'A CONCRETE DUCT AND 11.1 FT (3.4 M) SOUTH OF A TAXIWAY LIGHT.
 MK2159'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 MK2159'AIRPORT CONTROL STATION.
 MK2159
 MK2159                          STATION RECOVERY (1997)
 MK2159
 MK2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 MK2159'RECOVERED AS DESCRIBED.
 MK2159
 MK2159                          STATION RECOVERY (1997)
 MK2159
 MK2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 MK2159'RECOVERED AS DESCRIBED.
 MK2159
 MK2159                          STATION RECOVERY (2000)
 MK2159
 MK2159'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2159'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2162 ***********************************************************************
 MK2162  SACS        -  This is a Secondary Airport Control Station.
 MK2162  DESIGNATION -  CARL MEL AZ MK
 MK2162  PID         -  MK2162
 MK2162  STATE/COUNTY-  NE/BURT
 MK2162  USGS QUAD   -  TEKAMAH (1983)
 MK2162
 MK2162                         *CURRENT SURVEY CONTROL
 MK2162  ___________________________________________________________________
 MK2162* NAD 83(1995)-  41 45 41.74105(N)    096 10 34.78370(W)     ADJUSTED  
 MK2162* NAVD 88     -       311.96   (meters)    1023.5    (feet)  GPS OBS   
 MK2162  ___________________________________________________________________
 MK2162  X           -    -512,647.806 (meters)                     COMP
 MK2162  Y           -  -4,737,230.833 (meters)                     COMP
 MK2162  Z           -   4,226,078.053 (meters)                     COMP
 MK2162  LAPLACE CORR-          -9.44  (seconds)                    DEFLEC99
 MK2162  ELLIP HEIGHT-         284.41  (meters)          (12/10/01) GPS OBS
 MK2162  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 MK2162
 MK2162  HORZ ORDER  -  FIRST
 MK2162  ELLP ORDER  -  FOURTH    CLASS I
 MK2162
 MK2162.This mark is at Tekamah Municipal Airport (TQE)
 MK2162
 MK2162.The horizontal coordinates were established by GPS observations
 MK2162.and adjusted by the National Geodetic Survey in September 1997..
 MK2162
 MK2162.The orthometric height was determined by GPS observations and a
 MK2162.high-resolution geoid model.
 MK2162
 MK2162.GPS derived orthometric heights for airport stations designated as
 MK2162.PACS or SACS are published to 2 decimal places.  This maintains
 MK2162.centimeter relative accuracy between the PACS and SACS.  It does
 MK2162.not indicate centimeter accuracy relative to other marks which are
 MK2162.part of the NAVD 88 network.
 MK2162
 MK2162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2162
 MK2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2162
 MK2162.The ellipsoidal height was determined by GPS observations
 MK2162.and is referenced to NAD 83.
 MK2162
 MK2162.The geoid height was determined by GEOID03.
 MK2162
 MK2162;                    North         East     Units Scale Factor Converg.
 MK2162;SPC NE       -   221,114.343   817,764.782   MT  0.99966853   +2 32 02.2
 MK2162;UTM  14      - 4,627,160.945   734,731.457   MT  1.00027808   +1 52 53.5
 MK2162
 MK2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2162!SPC NE       -   0.99995539  x   0.99966853  =   0.99962394
 MK2162!UTM  14      -   0.99995539  x   1.00027808  =   1.00023346
 MK2162
 MK2162:                Primary Azimuth Mark                     Grid Az
 MK2162:SPC NE       -  CARL MEL                                 330 43 35.6
 MK2162:UTM  14      -  CARL MEL                                 331 22 44.3
 MK2162
 MK2162|---------------------------------------------------------------------|
 MK2162| PID    Reference Object                     Distance      Geod. Az  |
 MK2162|                                                           dddmmss.s |
 MK2162| MK2159 CARL MEL                            APPROX. 0.6 KM 3331537.8 |
 MK2162|---------------------------------------------------------------------|
 MK2162
 MK2162                          SUPERSEDED SURVEY CONTROL
 MK2162
 MK2162  ELLIP H (09/22/97)  284.51   (m)                       GP(       ) 4 1
 MK2162  NAD 83(1995)-  41 45 41.74126(N)    096 10 34.78349(W) AD(       ) 3
 MK2162  ELLIP H (08/18/97)  284.62   (m)                       GP(       ) 4 1
 MK2162  NAD 83(1986)-  41 45 41.74621(N)    096 10 34.78594(W) AD(       ) 3
 MK2162  NGVD 29 (02/23/90)  311.9    (m)         1023.     (f) GPS OBS        
 MK2162
 MK2162.Superseded values are not recommended for survey control.
 MK2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2162.See file dsdata.txt to determine how the superseded data were derived.
 MK2162
 MK2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3473127161(NAD 83)
 MK2162_MARKER: I = METAL ROD
 MK2162_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2162_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MK2162_STAMPING: CARL MEL AZ MK 1989
 MK2162_MARK LOGO: NGS   
 MK2162_PROJECTION: FLUSH
 MK2162_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2162+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1997
 MK2162_ROD/PIPE-DEPTH: 7.86 meters
 MK2162_SLEEVE-DEPTH  : 0.95 meters
 MK2162
 MK2162  HISTORY     - Date     Condition        Report By
 MK2162  HISTORY     - 1989     MONUMENTED       NGS
 MK2162  HISTORY     - 19890615 GOOD             NGS
 MK2162  HISTORY     - 19950602 GOOD             NGS
 MK2162  HISTORY     - 19970703 GOOD             NGS
 MK2162
 MK2162                          STATION DESCRIPTION
 MK2162
 MK2162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2162'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHEAST OF TEKAMAH,
 MK2162'3.5 KM (2.15 MI) EAST OF US HIGHWAY 75, AT THE TEKAMAH MUNICIPAL
 MK2162'AIRPORT, IN A GRASSY AREA AT THE JUNCTION OF A MIDFIELD TURN-AROUND
 MK2162'AND RUNWAY 14-32.  OWNERSHIP--TEKAMAH AIRPORT AUTHORITY, P. O. BOX 34,
 MK2162'TEKAMAH, NE 68061.  AIRPORT MANAGER IS CARL SCHRODER, TELEPHONE
 MK2162'402-374-1775 OR 2505.  PERMISSION IS REQUIRED TO PASS THROUGH A LOCKED
 MK2162'GATE.
 MK2162'TO REACH THE STATION FROM THE BURT COUNTY COURTHOUSE AT THE JUNCTION
 MK2162'OF US HIGHWAY 75 AND M STREET IN TEKAMAH, GO SOUTH ALONG US HIGHWAY 75
 MK2162'AND 13TH STREET FOR 0.85 KM (0.55 MI) TO F SRTEET ON THE LEFT, TURN
 MK2162'LEFT AND GO EAST ALONG F STREET FOR 3.6 KM (2.25 MI) TO THE AIRPORT
 MK2162'ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ALONG A GRAVEL ROAD
 MK2162'FOR 0.4 KM (0.25 MI) TO AN AIRPORT BEACON ON THE LEFT AND A LOCKED
 MK2162'GATE.  TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTHWEST FOR 0.16 KM
 MK2162'(0.10 MI) TO THE JUNCTION OF THE TAXIWAY AND RUNWAY 14-32.  TURN LEFT
 MK2162'AND GO SOUTHERLY ALONG THE RUNWAY FOR 0.65 KM (0.40 MI) TO THE STATION
 MK2162'ON THE LEFT ON THE SOUTHEAST SIDE OF THE TURN-AROUND ABOUT PARALLEL
 MK2162'WITH THE HOLDING BARS.
 MK2162'THE STATION IS 23.8 M (78.1 FT) EAST-NORTHEAST OF THE RUNWAY
 MK2162'CENTERLINE, 14.0 M (45.9 FT) NORTH-NORTHEAST OF THE APPOXIMATE CENTER
 MK2162'OF THE TURN-AROUND, 10.5 M (34.4 FT) WEST-NORTHWEST OF THE NORTH
 MK2162'CORNER OF THE TURN-AROUND.
 MK2162'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 MK2162'DESCRIBED BY R.D.BALL
 MK2162
 MK2162                          STATION RECOVERY (1989)
 MK2162
 MK2162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2162'THE STATION IS LOCATED AT THE TEKAMAH MUNI AIRPORT NEAR A RUNUP AREA
 MK2162'2/3 OF THE WAY DOWN THE RUNWAY TOWARDS THE 32 END FROM THE RAMP.  IT
 MK2162'IS 78.1 FT (23.8 M) NORTHEAST OF THE CENTERLINE OF THE RUNWAY, 46 FT
 MK2162'(14.0 M) NORTHWEST OF THE CENTERLINE OF THE RUNUP AREA AND 34.4 FT
 MK2162'(10.5 M) WEST-NORTHWEST OF THE NORTHERLY CORNER OF THE RUNUP AREA. THE
 MK2162'STATION IS A STAINLESS STEEL ROD SET WITHIN A PVC PIPE WITH A NGS
 MK2162'COVER.  THE RIM OF THE COVER IS STAMPED CARL MEL AZ MK 1989.  NOTE,
 MK2162'1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 MK2162
 MK2162                          STATION RECOVERY (1995)
 MK2162
 MK2162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2162'THE STATION IS LOCATED ABOUT 14.5 MI (23.3 KM) NORTH OF BLAIR, 2.15 MI
 MK2162'(3.46 KM) SOUTHEAST OF TEXAMAH, AT THE TEXAMAH MUNICIPAL AIRPORT AND
 MK2162'AT A MIDFIELD TURNAROUND.  OWNERSHIP--TEXAMAH AIRPORT AUTHORITY, PO
 MK2162'BOX 34, TEXAMAH NE 68061.  AIRPORT MANAGER IS CARL SCHRODER, PHONE
 MK2162'(402) 374-1755.  PERMISSION TO PASS THROUGH LOCKED GATE MAY BE
 MK2162'REQUIRED.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75
 MK2162'AND STATE HIGHWAY 32 WEST IN TEXAMAH, GO SOUTH ON U.S. HIGHWAY 75 FOR
 MK2162'0.45 MI (0.72 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO EAST ON F
 MK2162'STREET (PAVED THEN GRAVEL) FOR 2.25 MI (3.62 KM) TO A GRAVEL ROAD
 MK2162'RIGHT, TURN RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.25
 MK2162'MI (0.40 KM) TO A BEACON ON THE LEFT AND A GATE ON THE RIGHT, TURN
 MK2162'RIGHT, PASS THROUGH GATE AND GO SOUTHWEST ON THE APRON, THEN CONNECTOR
 MK2162'TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT AND GO
 MK2162'SOUTH-SOUTHEAST ON THE RUNWAY FOR 0.4 MI (0.6 KM) TO A TURNAROUND AND
 MK2162'THE STATION ON LEFT, ABOUT IN LINE WITH THE PAINTED HOLD BAR.  THE
 MK2162'STATION IS 77.6 FT (23.7 M) EAST-NORTHEAST OF THE RUNWAY CENTER, 45.9
 MK2162'FT (14.0 M) NORTH-NORTHEAST OF THE TURNAROUND CENTER AND 34.2 FT (10.4
 MK2162'M) WEST-NORTHWEST OF THE NORTH CORNER OF THE TURNAROUND.  THIS STATION
 MK2162'TO BE USED AS SACS.
 MK2162
 MK2162                          STATION RECOVERY (1997)
 MK2162
 MK2162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 MK2162'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0857 ***********************************************************************
 LG0857  DESIGNATION -  CARLETON
 LG0857  PID         -  LG0857
 LG0857  STATE/COUNTY-  NE/THAYER
 LG0857  USGS QUAD   -  CARLETON (1960)
 LG0857
 LG0857                         *CURRENT SURVEY CONTROL
 LG0857  ___________________________________________________________________
 LG0857* NAD 83(1995)-  40 16 41.70485(N)    097 40 13.18345(W)     ADJUSTED  
 LG0857* NAVD 88     -       490.     (meters)    1608.     (feet)  SCALED    
 LG0857  ___________________________________________________________________
 LG0857  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 LG0857  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 LG0857
 LG0857  HORZ ORDER  -  THIRD
 LG0857
 LG0857.The horizontal coordinates were established by classical geodetic methods
 LG0857.and adjusted by the National Geodetic Survey in August 1997..
 LG0857
 LG0857.The orthometric height was scaled from a topographic map.
 LG0857
 LG0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0857
 LG0857.The geoid height was determined by GEOID03.
 LG0857
 LG0857;                    North         East     Units Scale Factor Converg.
 LG0857;SPC NE       -    52,069.575   698,083.175   MT  0.99988579   +1 32 37.9
 LG0857;UTM  14      - 4,459,489.217   613,039.992   MT  0.99975729   +0 51 35.0
 LG0857
 LG0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0857!SPC NE       -   0.99992730  x   0.99988579  =   0.99981310
 LG0857!UTM  14      -   0.99992730  x   0.99975729  =   0.99968461
 LG0857
 LG0857|---------------------------------------------------------------------|
 LG0857| PID    Reference Object                     Distance      Geod. Az  |
 LG0857|                                                           dddmmss.s |
 LG0857| CN8056 CARLETON RM 1                        23.270 METERS 00021     |
 LG0857| CN8057 CARLETON RM 2                        25.040 METERS 23148     |
 LG0857| CN8055 CARLETON AZ MK                                     2703403.4 |
 LG0857| LG0889 DAVENPORT MUNICIPAL TANK            APPROX.12.8 KM 2875342.2 |
 LG0857| LG0855 CARLETON MUNICIPAL TANK             APPROX. 3.0 KM 3502400.3 |
 LG0857| LG0856 CARLETON ZION LUTH CH STEEPLE       APPROX. 3.0 KM 3521919.5 |
 LG0857|---------------------------------------------------------------------|
 LG0857
 LG0857                          SUPERSEDED SURVEY CONTROL
 LG0857
 LG0857  NAD 83(1986)-  40 16 41.71179(N)    097 40 13.18392(W) AD(       ) 3
 LG0857  NAD 27      -  40 16 41.67400(N)    097 40 12.04500(W) AD(       ) 3
 LG0857
 LG0857.Superseded values are not recommended for survey control.
 LG0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0857.See file dsdata.txt to determine how the superseded data were derived.
 LG0857
 LG0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1304059489(NAD 83)
 LG0857_MARKER: DS = TRIANGULATION STATION DISK
 LG0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0857
 LG0857  HISTORY     - Date     Condition        Report By
 LG0857  HISTORY     - 1950     MONUMENTED       CGS
 LG0857
 LG0857                          STATION DESCRIPTION
 LG0857
 LG0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0857'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH SOUTHEAST OF CARLETON
 LG0857'ON ROAD RIGHT OF WAY IN TRIANGLE FORMED BY CROSSROADS.  STATION
 LG0857'IS 48 FEET NORTHEAST OF THE APPROXIMATE CENTER OF ROAD JUNCTION.
 LG0857'THE MARK IS ABOUT 1 FOOT BELOW THE SURFACE AND THE DISK IS
 LG0857'STAMPED CARLETON 1950.
 LG0857'
 LG0857'REFERENCE MARK NO. 1 IS 36 FEET EAST OF THE APPROXIMATE
 LG0857'CENTERLINE OF ROAD, 11 FEET SOUTH OF TELEPHONE POLE AND 1 FOOT
 LG0857'WEST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 LG0857'IS STAMPED CARLETON NO 1 1950.
 LG0857'
 LG0857'REFERENCE MARK NO. 2 IS 35 FEET SOUTHWEST OF THE APPROXIMATE
 LG0857'CENTER OF ROAD JUNCTION AND 2 FEET NORTHEAST OF FENCE CORNER.
 LG0857'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CARLETON
 LG0857'NO 2 1950.
 LG0857'
 LG0857'AZIMUTH MARK IS 68 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 LG0857'ROAD JUNCTION, 5 FEET SOUTH OF POWER POLE BRACE, 2 FEET SOUTH
 LG0857'OF WITNESS POST AND 1.5 FEET WEST OF FENCE.  THE MARK PROJECTS
 LG0857'ABOUT 4 INCHES AND THE DISK IS STAMPED CARLETON 1950.
 LG0857'
 LG0857'TO REACH FROM THE RAILROAD CROSSING JUST WEST OF THE DEPOT
 LG0857'IN CARLETON GO SOUTH ON GRAVEL ROAD FOR 0.5 MILE TO T.  JOG
 LG0857'WEST AND THEN SOUTH FOR 1.0 MILE TO CROSSROADS AND AZIMUTH MARK
 LG0857'IN NORTHEAST ANGLE OF CROSSROADS AS DESCRIBED.  TURN LEFT AND
 LG0857'GO EAST FOR 0.5 MILE TO CROSSROADS AND STATION AS DESCRIBED.
 LG0857'
 LG0857'AN 87 FOOT SIGNAL AT STATION DAVENPORT IS V.G.
 LG0857'
 LG0857'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0855 ***********************************************************************
 LG0855  DESIGNATION -  CARLETON MUNICIPAL TANK
 LG0855  PID         -  LG0855
 LG0855  STATE/COUNTY-  NE/THAYER
 LG0855  USGS QUAD   -  CARLETON (1960)
 LG0855
 LG0855                         *CURRENT SURVEY CONTROL
 LG0855  ___________________________________________________________________
 LG0855* NAD 83(1995)-  40 18 17.05126(N)    097 40 34.24727(W)     ADJUSTED  
 LG0855* NAVD 88     -                                                        
 LG0855  ___________________________________________________________________
 LG0855  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 LG0855  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 LG0855
 LG0855  HORZ ORDER  -  THIRD
 LG0855
 LG0855.The horizontal coordinates were established by classical geodetic methods
 LG0855.and adjusted by the National Geodetic Survey in August 1997..
 LG0855
 LG0855
 LG0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0855
 LG0855.The geoid height was determined by GEOID03.
 LG0855
 LG0855;                    North         East     Units Scale Factor Converg.
 LG0855;SPC NE       -    54,995.688   697,506.774   MT  0.99987612   +1 32 24.0
 LG0855;UTM  14      - 4,462,421.636   612,498.624   MT  0.99975579   +0 51 23.1
 LG0855
 LG0855                          SUPERSEDED SURVEY CONTROL
 LG0855
 LG0855  NAD 83(1986)-  40 18 17.05769(N)    097 40 34.24741(W) AD(       ) 4
 LG0855  NAD 27      -  40 18 17.02800(N)    097 40 33.10900(W) AD(       ) 3
 LG0855
 LG0855.Superseded values are not recommended for survey control.
 LG0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0855.See file dsdata.txt to determine how the superseded data were derived.
 LG0855
 LG0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1249962422(NAD 83)
 LG0855_MARKER: 53 = ELEVATED TANK
 LG0855
 LG0855  HISTORY     - Date     Condition        Report By
 LG0855  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0855  HISTORY     - 1950     GOOD             CGS
 LG0855
 LG0855                          STATION DESCRIPTION
 LG0855
 LG0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0855'IT IS LOCATED IN THE NORTHEAST SECTION OF THE TOWN, 0.4 MILE
 LG0855'NORTH OF THE RAILROAD STATION, 1/2 BLOCK EAST OF A NORTH-SOUTH
 LG0855'GRAVELED STREET, AND 55 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LG0855'GRAVELED STREET.  TANK PROPER IS SUPPORTED BY A FOUR LEGGED
 LG0855'STEEL TRUSWORK STRUCTURE.  IT HAS A CONICAL SHAPED ROOF WITH A
 LG0855'BALL AT ITS APEX.  THE OVERALL HEIGHT IS APPROXIMATELY 90 FEET.
 LG0855'THE BALL AT THE APEX OF THE ROOF WAS THE POINT OBSERVED UPON.
 LG0855
 LG0855                          STATION RECOVERY (1950)
 LG0855
 LG0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0855'THIS STATION IS LOCATED ABOUT 5 BLOCKS NORTH AND 1-1/4 BLOCKS
 LG0855'EAST OF THE POST OFFICE IN CARLETON.  IT IS A 4 LEGGED STEEL
 LG0855'STRUCTURE, 30 FEET SQUARE AT THE BASE, ABOUT 80 FEET HIGH, AND
 LG0855'IS SILVER IN COLOR.  THE NAME CARLETON IS PAINTED ON THE SIDE
 LG0855'OF THE TANK.
 LG0855'
 LG0855'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0856 ***********************************************************************
 LG0856  DESIGNATION -  CARLETON ZION LUTH CH STEEPLE
 LG0856  PID         -  LG0856
 LG0856  STATE/COUNTY-  NE/THAYER
 LG0856  USGS QUAD   -  CARLETON (1960)
 LG0856
 LG0856                         *CURRENT SURVEY CONTROL
 LG0856  ___________________________________________________________________
 LG0856* NAD 83(1995)-  40 18 18.10161(N)    097 40 30.15774(W)     ADJUSTED  
 LG0856* NAVD 88     -                                                        
 LG0856  ___________________________________________________________________
 LG0856  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LG0856  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 LG0856
 LG0856  HORZ ORDER  -  THIRD
 LG0856
 LG0856.The horizontal coordinates were established by classical geodetic methods
 LG0856.and adjusted by the National Geodetic Survey in August 1997..
 LG0856
 LG0856
 LG0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0856
 LG0856.The geoid height was determined by GEOID03.
 LG0856
 LG0856;                    North         East     Units Scale Factor Converg.
 LG0856;SPC NE       -    55,030.666   697,602.430   MT  0.99987601   +1 32 26.7
 LG0856;UTM  14      - 4,462,455.466   612,594.678   MT  0.99975606   +0 51 25.7
 LG0856
 LG0856                          SUPERSEDED SURVEY CONTROL
 LG0856
 LG0856  NAD 83(1986)-  40 18 18.10815(N)    097 40 30.15786(W) AD(       ) 4
 LG0856  NAD 27      -  40 18 18.07800(N)    097 40 29.02000(W) AD(       ) 3
 LG0856
 LG0856.Superseded values are not recommended for survey control.
 LG0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0856.See file dsdata.txt to determine how the superseded data were derived.
 LG0856
 LG0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1259562455(NAD 83)
 LG0856
 LG0856  HISTORY     - Date     Condition        Report By
 LG0856  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0856
 LG0856                          STATION DESCRIPTION
 LG0856
 LG0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0856'THIS STATION IS LOCATED 5 BLOCKS NORTH AND 1-1/2 BLOCK EAST OF
 LG0856'THE POST OFFICE IN CARLETON.  IT IS A WOODEN STRUCTURE AND IS
 LG0856'PAINTED WHITE.  IT IS ABOUT 60 FEET HIGH.
 LG0856'
 LG0856'THE POINT INTERSECTED WAS THE CROSS ON THE TOP OF THE STEEPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0705 ***********************************************************************
 NP0705  DESIGNATION -  CARLSON
 NP0705  PID         -  NP0705
 NP0705  STATE/COUNTY-  NE/DAWES
 NP0705  USGS QUAD   -  HORN (1980)
 NP0705
 NP0705                         *CURRENT SURVEY CONTROL
 NP0705  ___________________________________________________________________
 NP0705* NAD 83(1995)-  42 48 39.48232(N)    103 23 11.82623(W)     ADJUSTED  
 NP0705* NAVD 88     -      1106.     (meters)    3629.     (feet)  SCALED    
 NP0705  ___________________________________________________________________
 NP0705  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 NP0705  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 NP0705
 NP0705  HORZ ORDER  -  FIRST
 NP0705
 NP0705.The horizontal coordinates were established by classical geodetic methods
 NP0705.and adjusted by the National Geodetic Survey in January 1998..
 NP0705
 NP0705.The orthometric height was scaled from a topographic map.
 NP0705
 NP0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0705
 NP0705.The geoid height was determined by GEOID03.
 NP0705
 NP0705;                    North         East     Units Scale Factor Converg.
 NP0705;SPC NE       -   336,046.142   223,100.142   MT  0.99991880   -2 14 39.5
 NP0705;UTM  13      - 4,741,085.668   631,907.848   MT  0.99981406   +1 05 47.7
 NP0705
 NP0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0705!SPC NE       -   0.99982937  x   0.99991880  =   0.99974818
 NP0705!UTM  13      -   0.99982937  x   0.99981406  =   0.99964346
 NP0705
 NP0705|---------------------------------------------------------------------|
 NP0705| PID    Reference Object                     Distance      Geod. Az  |
 NP0705|                                                           dddmmss.s |
 NP0705| CP8958 CARLSON RM 1                         11.690 METERS 12034     |
 NP0705| NP0702 CRAWFORD PUBLIC SCHOOL STACK        APPROX.14.6 KM 1863131.6 |
 NP0705| NP0703 CRAWFORD W PUB SERVICE CO STK       APPROX.12.9 KM 1881946.4 |
 NP0705| CP8959 CARLSON RM 2                         11.540 METERS 22135     |
 NP0705| CP8957 CARLSON AZ MK                                      2382646.5 |
 NP0705|---------------------------------------------------------------------|
 NP0705
 NP0705                          SUPERSEDED SURVEY CONTROL
 NP0705
 NP0705  NAD 83(1995)-  42 48 39.48229(N)    103 23 11.82621(W) AD(       ) 1
 NP0705  NAD 83(1995)-  42 48 39.48179(N)    103 23 11.82647(W) AD(       ) 1
 NP0705  NAD 83(1986)-  42 48 39.46399(N)    103 23 11.80912(W) AD(       ) 1
 NP0705  NAD 27      -  42 48 39.56700(N)    103 23 10.10100(W) AD(       ) 1
 NP0705
 NP0705.Superseded values are not recommended for survey control.
 NP0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0705.See file dsdata.txt to determine how the superseded data were derived.
 NP0705
 NP0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3190841086(NAD 83)
 NP0705_MARKER: DS = TRIANGULATION STATION DISK
 NP0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0705_STAMPING: CARLSON 1941
 NP0705_MARK LOGO: CGS   
 NP0705_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0705+STABILITY: SURFACE MOTION
 NP0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0705+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 NP0705
 NP0705  HISTORY     - Date     Condition        Report By
 NP0705  HISTORY     - 1941     MONUMENTED       CGS
 NP0705  HISTORY     - 1943     GOOD             CGS
 NP0705  HISTORY     - 19921020 GOOD             NEDR
 NP0705
 NP0705                          STATION DESCRIPTION
 NP0705
 NP0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0705'STATION IS LOCATED ABOUT 9 MILES N AND 2.5 MILES E OF CRAWFORD,
 NP0705'IN THE NE 1/4 SEC. 25, T. 33 N, R. 52 W, ON A BARE FLAT TOP
 NP0705'HILL, ABOUT 1.5 MILES E OF A N-S GRAVEL ROAD, 0.5 MILE NE OF
 NP0705'A SMALL DAM AND 7.6 FEET WNW OF A WHITE REFERENCE POST.  IT
 NP0705'IS STAMPED CARLSON 1941 AND PROJECTS ABOUT 6 INCHES.
 NP0705'
 NP0705'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NP0705'BRONZE DISKS SET IN CONCRETE.
 NP0705'
 NP0705'REFERENCE MARK NO. 1 IS STAMPED CARLSON NO. 1 1941 AND PROJECTS
 NP0705'ABOUT 6 INCHES.
 NP0705'
 NP0705'REFERENCE MARK NO. 2 IS STAMPED CARLSON NO. 2 1941 AND PROJECTS
 NP0705'ABOUT 6 INCHES.
 NP0705'
 NP0705'THE AZIMUTH MARK IS 39 FEET E OF THE CENTER LINE OF A N-S
 NP0705'GRAVEL ROAD, 11 FEET N OF A GATE POST, 4 FEET S OF A WHITE
 NP0705'REFERENCE POST AND 1 FOOT E OF A WIRE FENCE.  IT IS STAMPED
 NP0705'CARLSON 1941 AND PROJECTS ABOUT 6 INCHES.
 NP0705'
 NP0705'TO REACH THE STATION FROM THE POST OFFICE IN CRAWFORD, GO
 NP0705'NE ON U.S. HIGHWAY 20 AND STATE HIGHWAY 2 FOR 1.6 MILES TO THE
 NP0705'JUNCTION OF THE HIGHWAYS.  CONTINUE N ON STATE HIGHWAY 2 FOR
 NP0705'3.7 MILES TO WHERE STATE HIGHWAY 2 TURNS W.  CONTINUE N ON
 NP0705'GRAVEL ROAD FOR 3.4 MILES TO A WIRE GATE ON THE RIGHT AND THE
 NP0705'AZIMUTH MARK NEAR THE GATE, TURN RIGHT (E) THROUGH GATE AND
 NP0705'FOLLOW TRACK ROAD E, KEEPING TO THE LEFT OF A SMALL DAM,
 NP0705'FOR 1.2 MILES TO A CROSS ROAD.  TURN LEFT (N) ON TRACK ROAD
 NP0705'AND GO APPROXIMATELY 0.5 MILE TO THE HIGHEST POINT OF HILL
 NP0705'AND STATION.
 NP0705
 NP0705                          STATION RECOVERY (1943)
 NP0705
 NP0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (TRH)
 NP0705'STATION RECOVERED IN GOOD CONDITION.
 NP0705
 NP0705                          STATION RECOVERY (1992)
 NP0705
 NP0705'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (HED)
 NP0705'THE SURFACE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 NP0705'WERE FOUND IN GOOD CONDITION ABOUT 15 KM (9.30 MI) NORTH-NORTHEAST OF
 NP0705'CRAWFORD, IN THE NE1/4, SEC25, T33N, R52W AND WITHIN THE OGLALA
 NP0705'NATIONAL GRASSLANDS.  DUE TO CHANGES, A NEW DESCRIPTION FOLLOWS.  TO
 NP0705'REACH THE MARK FROM THE NORTH JUNCTION OF U.S.  HIGHWAY 20 AND STATE
 NP0705'HIGHWAYS 2 AND 71, AT CRAWFORD, GO NORTH ON HIGHWAYS 2 AND 71 7.9 MI
 NP0705'(12.7 KM) TO A SIGN MARKED-BASS ROCK RESERVOIR OGLALA NATIONAL
 NP0705'GRASSLANDS-A GATE AND THE AZIMUTH MARK, 135 FT (41.1 M) EAST OF THE
 NP0705'CENTERLINE OF THE HIGHWAY, 14.9 FT (4.5 M) NORTH OF THE CENTERLINE OF
 NP0705'A TRAIL ROAD, 6.55 FT (2.00 M) SOUTH-SOUTHWEST OF THE TOP OF A SIGN
 NP0705'POST FOR PASTURE 41C AND 4.83 FT (1.47 M) SOUTH-SOUTHEAST OF AN OLD
 NP0705'WOODEN WITNESS POST.  TURN RIGHT, PASS THROUGH THE GATE, ENTERING
 NP0705'PASTURE 41C, AND GO EAST ON A TRAIL ROAD FOR 0.2 MI (0.3 KM) TO A FORK
 NP0705'AT A DAM.  BEAR LEFT AND GO NORTHEAST, CROSSING A DAM, FOR 0.1 MI (0.2
 NP0705'KM) TO A GATE.  PASS THROUGH THE GATE, ENTERING PASTURE 41B, AND
 NP0705'CONTINUE NORTHEAST AND EAST ON A TRAIL ROAD FOR 0.65 MI (1.05 KM) TO A
 NP0705'FORK.  TAKE THE NORTH FORK AND FOLLOW A TRAIL NORTHERLY FOR 0.3 MI
 NP0705'(0.5 KM) TO THE MARK ON TOP OF THE HIGHEST HILL IN THE VICINITY, 11.69
 NP0705'M (38.35 FT) NORTH-NORTHWEST OF RM 1 AND 11.54 M (37.86 FT) NORTHEAST
 NP0705'OF RM 2.  REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1178 ***********************************************************************
 ML1178  SACS        -  This is a Secondary Airport Control Station.
 ML1178  DESIGNATION -  CAROTHERS
 ML1178  PID         -  ML1178
 ML1178  STATE/COUNTY-  NE/CUSTER
 ML1178  USGS QUAD   -  BROKEN BOW (1978)
 ML1178
 ML1178                         *CURRENT SURVEY CONTROL
 ML1178  ___________________________________________________________________
 ML1178* NAD 83(1995)-  41 26 28.75191(N)    099 38 45.00074(W)     ADJUSTED  
 ML1178* NAVD 88     -       775.54   (meters)    2544.4    (feet)  GPS OBS   
 ML1178  ___________________________________________________________________
 ML1178  X           -    -802,408.828 (meters)                     COMP
 ML1178  Y           -  -4,721,154.963 (meters)                     COMP
 ML1178  Z           -   4,199,787.231 (meters)                     COMP
 ML1178  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 ML1178  ELLIP HEIGHT-         752.83  (meters)          (12/31/01) GPS OBS
 ML1178  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 ML1178
 ML1178  HORZ ORDER  -  FIRST
 ML1178  ELLP ORDER  -  FOURTH    CLASS I
 ML1178
 ML1178.This mark is at Broken Bow Municipal Airport (BBW)
 ML1178
 ML1178.The horizontal coordinates were established by GPS observations
 ML1178.and adjusted by the National Geodetic Survey in August 1997..
 ML1178
 ML1178.The orthometric height was determined by GPS observations and a
 ML1178.high-resolution geoid model.
 ML1178
 ML1178.GPS derived orthometric heights for airport stations designated as
 ML1178.PACS or SACS are published to 2 decimal places.  This maintains
 ML1178.centimeter relative accuracy between the PACS and SACS.  It does
 ML1178.not indicate centimeter accuracy relative to other marks which are
 ML1178.part of the NAVD 88 network.
 ML1178
 ML1178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML1178
 ML1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1178
 ML1178.The ellipsoidal height was determined by GPS observations
 ML1178.and is referenced to NAD 83.
 ML1178
 ML1178.The geoid height was determined by GEOID03.
 ML1178
 ML1178;                    North         East     Units Scale Factor Converg.
 ML1178;SPC NE       -   178,587.700   529,588.052   MT  0.99965923   +0 14 04.9
 ML1178;UTM  14      - 4,587,950.903   446,048.171   MT  0.99963582   -0 25 38.8
 ML1178
 ML1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1178!SPC NE       -   0.99988193  x   0.99965923  =   0.99954120
 ML1178!UTM  14      -   0.99988193  x   0.99963582  =   0.99951779
 ML1178
 ML1178:                Primary Azimuth Mark                     Grid Az
 ML1178:SPC NE       -  CAROTHERS AZ MK                          148 03 59.8
 ML1178:UTM  14      -  CAROTHERS AZ MK                          148 43 43.5
 ML1178
 ML1178|---------------------------------------------------------------------|
 ML1178| PID    Reference Object                     Distance      Geod. Az  |
 ML1178|                                                           dddmmss.s |
 ML1178| ML1179 CAROTHERS AZ MK                     APPROX. 1.2 KM 1481804.7 |
 ML1178|---------------------------------------------------------------------|
 ML1178
 ML1178                          SUPERSEDED SURVEY CONTROL
 ML1178
 ML1178  ELLIP H (08/18/97)  752.84   (m)                       GP(       ) 4 1
 ML1178  NAD 83(1986)-  41 26 28.75966(N)    099 38 45.00659(W) AD(       ) 1
 ML1178  NGVD 29 (02/23/90)  775.4    (m)         2544.     (f) GPS OBS        
 ML1178
 ML1178.Superseded values are not recommended for survey control.
 ML1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1178.See file dsdata.txt to determine how the superseded data were derived.
 ML1178
 ML1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4604887951(NAD 83)
 ML1178_MARKER: I = METAL ROD
 ML1178_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ML1178_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ML1178_STAMPING: CAROTHERS 1989
 ML1178_MARK LOGO: NGS   
 ML1178_PROJECTION: FLUSH
 ML1178_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ML1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1178+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1997
 ML1178_ROD/PIPE-DEPTH: 14.5 meters
 ML1178_SLEEVE-DEPTH  : 0.95 meters
 ML1178
 ML1178  HISTORY     - Date     Condition        Report By
 ML1178  HISTORY     - 1989     MONUMENTED       NGS
 ML1178  HISTORY     - 19890615 GOOD             NGS
 ML1178  HISTORY     - 19950710 GOOD             NGS
 ML1178  HISTORY     - 19970520 GOOD             NGS
 ML1178
 ML1178                          STATION DESCRIPTION
 ML1178
 ML1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ML1178'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF BROKEN BOW, AT
 ML1178'THE BROKEN BOW MUNICIPAL AIRPORT, AT THE EXTREME NORTHWEST END OF
 ML1178'RUNWAY 14 AND IN A GRASSY AREA OF THE JUNCTION OF THE RUNWAY AND THE
 ML1178'TURN-AROUND.  OWNERSHIP--BROKEN BOW AIRPORT AUTHORITY, BOX 672 BROKEN
 ML1178'BOW, NE 68822.  AIRPORT MANAGER IS BOB DORSEY, TELEPHONE 308-872-2875.
 ML1178'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 92, 2 AND 21
 ML1178'SOUTH IN BROKEN BOW, GO EAST ON STATE HIGHWAY 92 AND 2 FOR 0.30 KM
 ML1178'(0.20 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH ON 5TH AVENUE
 ML1178'FOR 3.45 KM (2.15 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT
 ML1178'AND GO WESTERLY ALONG THE ENTRANCE ROAD FOR 0.15 KM (0.10 MI) TO THE
 ML1178'NORTH SIDE OF THE OFFICE BULIDING.  TURN RIGHT AND GO NORTH FOR 0.05
 ML1178'KM (0.05 MI) TO AN APRON.  TURN LEFT AND GO WEST FOR 0.05 KM
 ML1178'(0.05 MI) TO A TAXIWAY.  TURN LEFT AND GO SOUTHWESTERLY ALONG THE
 ML1178'TAXIWAY TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT AND GO
 ML1178'NORTHWESTERLY ALONG THE RUNWAY FOR 1.3 KM (0.80 MI)  TO THE JUNCTION
 ML1178'OF A TURN-AROUND AND THE STATION ON THE RIGHT.
 ML1178'THE STATION MARK IS SET 20.8 M (68.2 FT) EAST-NORTHEAST OF THE RUNWAY
 ML1178'CENTERLINE, 13.3 M (43.6 FT) SOUTHWEST OF THE TURN-AROUND CENTER, 12,6
 ML1178'M (41.7 FT) WEST OF THE CENTER OF  THE SOUTHWEST END OF A ROUND
 ML1178'CONCRETE CULVERT.
 ML1178'DESCRIBED BY R.D.BALL.
 ML1178'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ML1178
 ML1178                          STATION RECOVERY (1989)
 ML1178
 ML1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (RAH)
 ML1178'THE STATION IS LOCATED AT THE NORTHWEST END OF THE BROKEN BOW MUNI
 ML1178'AIRPORT NEAR THE RUNWAY END OF 14.  THE STATION IS 68.3 FT (20.8 M)
 ML1178'NORTHEAST OF THE CENTERLINE OF THE RUNWAY, 43.5 FT (13.3 M) SOUTHEAST
 ML1178'OF THE CENTERLINE OF THE TURNOUT, 156.6 FT (47.7 M) SOUTHWEST OF THE
 ML1178'SOUTHEAST CORNER OF THE TURNOUT, AND 41.6 FT (12.7 M) WEST OF A 2 INCH
 ML1178'HOLE IN THE TOP OF THE SOUTH END OF A CONCRETE CULVERT UNDER THE
 ML1178'TURNOUT.  THE STATION IS A STAINLESS STEEL ROD SET IN A 5 INCH NGS
 ML1178'LOGO CAP WHICH IS FLUSH WITH THE GROUND AND IS STAMPED CAROTHERS 1989.
 ML1178'NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL)
 ML1178'STABILITY.
 ML1178
 ML1178                          STATION RECOVERY (1995)
 ML1178
 ML1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 ML1178'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF MERNA, 2.2
 ML1178'MI (3.5 KM) NORTH OF BROKEN BOW AND AT THE BROKEN BOW MUNICIPAL
 ML1178'AIRPORT, NEAR THE APPROACH END OF RUNWAY 14.  OWNERSHIP--BROKEN BOW
 ML1178'AIRPORT AUTHORITY, BOX 672, BROKEN BOW NE 68822.  AIRPORT MANAGER IS
 ML1178'MIKE MITCHELL, PHONE (308) 872-2875.  TO REACH THE STATION FROM THE
 ML1178'JUNCTION OF STATE HIGHWAYS 2/92 AND 21 SOUTH IN BROKEN BOW, GO EAST ON
 ML1178'STATE HIGHWAY 2/92 FOR 0.2 MI (0.3 KM) TO AN INTERSECTION, TURN LEFT
 ML1178'AND GO NORTH ON 5TH AVENUE FOR 2.15 MI (3.46 KM) TO A PAVED ROAD LEFT,
 ML1178'TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08
 ML1178'KM) TO A PAVED LANE RIGHT, TURN RIGHT AND GO NORTH ON A PAVED LANE FOR
 ML1178'0.05 MI (0.08 KM) TO AN APRON, TURN LEFT AND GO WEST ON THE APRON FOR
 ML1178'0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTHEAST, THEN
 ML1178'SOUTHWEST ON A TAXIWAY FOR 0.1 MI (0.2 KM) TO THE JUNCTION WITH THE
 ML1178'RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE RUNWAY FOR 0.8 MI (1.3 KM)
 ML1178'TO A TAXIWAY TO HOLDING AREA AND THE STATION ON THE RIGHT. THE STATION
 ML1178'IS 68.2 FT (20.8 M) NORTHEAST OF THE RUNWAY, 43.6 FT (13.3 M)
 ML1178'SOUTHEAST OF THE TAXIWAY CENTER, 41.7 FT (12.7 M) WEST OF THE CENTER
 ML1178'OF THE SOUTHEAST END OF A CONCRETE CULVERT AND 1.5 FT (0.5 M)
 ML1178'SOUTHWEST OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 ML1178
 ML1178                          STATION RECOVERY (1997)
 ML1178
 ML1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 ML1178'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1179 ***********************************************************************
 ML1179  FBN         -  This is a Federal Base Network Control Station.
 ML1179  PACS        -  This is a Primary Airport Control Station.
 ML1179  DESIGNATION -  CAROTHERS AZ MK
 ML1179  PID         -  ML1179
 ML1179  STATE/COUNTY-  NE/CUSTER
 ML1179  USGS QUAD   -  BROKEN BOW (1978)
 ML1179
 ML1179                         *CURRENT SURVEY CONTROL
 ML1179  ___________________________________________________________________
 ML1179* NAD 83(1995)-  41 25 54.52197(N)    099 38 16.91194(W)     ADJUSTED  
 ML1179* NAVD 88     -       768.73   (meters)    2522.1    (feet)  GPS OBS   
 ML1179  ___________________________________________________________________
 ML1179  X           -    -801,882.074 (meters)                     COMP
 ML1179  Y           -  -4,721,948.280 (meters)                     COMP
 ML1179  Z           -   4,198,990.987 (meters)                     COMP
 ML1179  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 ML1179  ELLIP HEIGHT-         746.08  (meters)          (07/10/01) GPS OBS
 ML1179  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 ML1179
 ML1179  HORZ ORDER  -  B
 ML1179  ELLP ORDER  -  FOURTH    CLASS I
 ML1179
 ML1179.This mark is at Broken Bow Municipal Airport (BBW)
 ML1179
 ML1179.The horizontal coordinates were established by GPS observations
 ML1179.and adjusted by the National Geodetic Survey in June 1996..
 ML1179
 ML1179.The orthometric height was determined by GPS observations and a
 ML1179.high-resolution geoid model.
 ML1179
 ML1179.GPS derived orthometric heights for airport stations designated as
 ML1179.PACS or SACS are published to 2 decimal places.  This maintains
 ML1179.centimeter relative accuracy between the PACS and SACS.  It does
 ML1179.not indicate centimeter accuracy relative to other marks which are
 ML1179.part of the NAVD 88 network.
 ML1179
 ML1179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML1179
 ML1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1179
 ML1179.The ellipsoidal height was determined by GPS observations
 ML1179.and is referenced to NAD 83.
 ML1179
 ML1179.The geoid height was determined by GEOID03.
 ML1179
 ML1179;                    North         East     Units Scale Factor Converg.
 ML1179;SPC NE       -   177,534.753   530,244.306   MT  0.99965943   +0 14 23.6
 ML1179;UTM  14      - 4,586,890.467   446,692.197   MT  0.99963497   -0 25 20.0
 ML1179
 ML1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1179!SPC NE       -   0.99988299  x   0.99965943  =   0.99954246
 ML1179!UTM  14      -   0.99988299  x   0.99963497  =   0.99951800
 ML1179
 ML1179:                Primary Azimuth Mark                     Grid Az
 ML1179:SPC NE       -  CAROTHERS                                328 03 59.7
 ML1179:UTM  14      -  CAROTHERS                                328 43 43.3
 ML1179
 ML1179|---------------------------------------------------------------------|
 ML1179| PID    Reference Object                     Distance      Geod. Az  |
 ML1179|                                                           dddmmss.s |
 ML1179| ML1178 CAROTHERS                           APPROX. 1.2 KM 3281823.3 |
 ML1179|---------------------------------------------------------------------|
 ML1179
 ML1179                          SUPERSEDED SURVEY CONTROL
 ML1179
 ML1179  ELLIP H (06/25/96)  746.09   (m)                       GP(       ) 1 1
 ML1179  NAD 83(1986)-  41 25 54.52969(N)    099 38 16.91761(W) AD(       ) 3
 ML1179  NGVD 29 (02/23/90)  768.7    (m)         2522.     (f) GPS OBS        
 ML1179
 ML1179.Superseded values are not recommended for survey control.
 ML1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1179.See file dsdata.txt to determine how the superseded data were derived.
 ML1179
 ML1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4669286890(NAD 83)
 ML1179_MARKER: I = METAL ROD
 ML1179_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ML1179_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ML1179_STAMPING: CAROTHERS AZ MK 1989
 ML1179_MARK LOGO: NGS   
 ML1179_PROJECTION: FLUSH
 ML1179_MAGNETIC: I = MARKER IS A STEEL ROD
 ML1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1179+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 ML1179_ROD/PIPE-DEPTH: 16.4 meters
 ML1179_SLEEVE-DEPTH  : 0.95 meters
 ML1179
 ML1179  HISTORY     - Date     Condition        Report By
 ML1179  HISTORY     - 1989     MONUMENTED       NGS
 ML1179  HISTORY     - 19890615 GOOD             NGS
 ML1179  HISTORY     - 19950710 GOOD             NGS
 ML1179  HISTORY     - 19970520 GOOD             NGS
 ML1179  HISTORY     - 20000501 GOOD             NGS
 ML1179
 ML1179                          STATION DESCRIPTION
 ML1179
 ML1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ML1179'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF BROKEN BOW, AT
 ML1179'THE BROKEN BOW MUNICIPAL AIRPORT, AT THE EXTREME SOUTHEAST END OF
 ML1179'RUNWAY 32 AND IN A GRASSY AREA OF THE JUNCTION OF THE RUNWAY AND THE
 ML1179'TAXIWAY.  OWNERSHIP--BROKEN BOW AIRPORT AUTHORITY, BOX 672 BROKEN BOW
 ML1179'NE 68822.  AIRPORT MANAGER IS BOB DORSEY, TELEPHONE 308-872-2875.
 ML1179'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 92, 2 AND 21
 ML1179'SOUTH IN BROKEN BOW, GO EAST ON STATE HIGHWAY 92 AND 2 FOR 0.30 KM
 ML1179'(0.20 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH ON 5TH AVENUE
 ML1179'FOR 3.45 KM (2.15 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT
 ML1179'AND GO WESTERLY ALONG THE ENTRANCE ROAD FOR 0.15 KM (0.10 MI) TO THE
 ML1179'NORTH SIDE OF THE OFFICE BULIDING.  TURN RIGHT AND GO NORTH FOR 0.05
 ML1179'KM (0.05 MI) TO AN APRON.  TURN LEFT AND GO WEST FOR 0.05 KM
 ML1179'(0.05 MI) TO A TAXIWAY.  TURN LEFT AND GO SOUTHWESTERLY ALONG THE
 ML1179'TAXIWAY TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.
 ML1179'THE STATION MARK IS SET 26.1 M (85.6 FT) EAST-NORTHEAST OF THE RUNWAY
 ML1179'CENTERLINE, 11.3 M (37.1 FT) NORTHWEST OF THE TAXIWAY CENTERLINE, 6.7
 ML1179'M (22.0 FT) EAST-NORTHEAST OF TAXIWAY LIGHT 6 AND 4.2 M (13.8 FT) WEST
 ML1179'OF TAXIWAY LIGHT 5.
 ML1179'DESCRIBED BY R.D.BALL.
 ML1179'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ML1179
 ML1179                          STATION RECOVERY (1989)
 ML1179
 ML1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML1179'THE STATION IS LOCATED AT THE SOUTHWEST END OF BROKEN BOW MUNI AIRPORT
 ML1179'NEAR RUNWAY END OF 32.  THE STATION IS 226.6 FT (69.1 M) SOUTH OF A
 ML1179'WINDSOCK, 86.3 FT (26.3 M) NORTHEAST OF THE RUNWAY CENTERLINE, 37.5 FT
 ML1179'(11.4 M) NORTHWEST OF THE TAXIWAY CENTERLINE, 45.5 FT (13.9 M)
 ML1179'SOUTHEAST OF THE EASTERLY OF TWO TXY LIGHTS, AND 60.8 FT (18.5 M)
 ML1179'SOUTHWEST OF A TXY LIGHT AT THE HOLDBAR AND ON THE NW SIDE OF TAXIWAY.
 ML1179'THE STATION IS A STAINLESS STEEL ROD SET IN A 5 INCH NGS LOGO CAP
 ML1179'WHICH IS FLUSHED WITH THE GROUND AND IS STAMPED CAROTHERS AZ MK 1989.
 ML1179'NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL)
 ML1179'STABILITY.
 ML1179
 ML1179                          STATION RECOVERY (1995)
 ML1179
 ML1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 ML1179'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF MERNA, 2.2
 ML1179'MI (3.5 KM) NORTH OF BROKEN BOW AND AT THE BROKEN BOW MUNICIPAL
 ML1179'AIRPORT NEAR THE APPROACH END OF RUNWAY 32.  OWNERSHIP--BROKEN BOW
 ML1179'AIRPORT AUTHORITY, BOX 672, BROKEN BOW NE 68822.  AIRPORT MANAGER IS
 ML1179'MIKE MITCHELL, PHONE (308) 872-2875.  TO REACH THE STATION FROM THE
 ML1179'JUNCTION OF STATE HIGHWAYS 2/92 AND 21 SOUTH IN BROKEN BOW, GO EAST ON
 ML1179'STATE HIGHWAY 2/92 FOR 0.2 MI (0.3 KM) TO AN INTERSECTION, TURN LEFT
 ML1179'AND GO NORTH ON 5TH AVENUE FOR 2.15 MI (3.46 KM) TO A PAVED ROAD LEFT,
 ML1179'TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08
 ML1179'KM) TO A PAVED LANE RIGHT, TURN RIGHT AND GO NORTH ON A PAVED LANE FOR
 ML1179'0.05 MI (0.08 KM) TO A APRON, TURN LEFT AND GO WEST ON THE APRON FOR
 ML1179'0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTHEAST THEN
 ML1179'SOUTHWEST ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO THE JUNCTION WITH THE
 ML1179'RUNWAY AND THE STATION ON THE RIGHT.  THE STATION IS 85.6 FT (26.1 M)
 ML1179'NORTHEAST OF THE RUNWAY CENTER, 45.5 FT (13.9 M) EAST OF THE MOST
 ML1179'NORTHEASTERLY OF A PAIR OF TAXIWAY LIGHTS (7), 37.1 FT (11.3 M)
 ML1179'NORTHWEST OF THE TAXIWAY CENTER, 22.0 FT (6.7 M) EAST-NORTHEAST OF A
 ML1179'TAXIWAY LIGHT (6) AND 13.8 FT (4.2 M) WEST OF TAXIWAY LIGHT (5).
 ML1179'NOTE--CROP DUSTERS LIKE TO LAND IN THE GRASS TO THE NORTHEAST OF THE
 ML1179'RUNWAY, THIS STATION NEEDS TO BE WELL MARKED IF YOU LEAVE A INSTRUMENT
 ML1179'HERE WHILE SPRAYING OPERATIONS ARE IN PROGRESS. NOTE--THIS STATION WAS
 ML1179'USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 ML1179
 ML1179                          STATION RECOVERY (1997)
 ML1179
 ML1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 ML1179'THE STATION WAS RECOVERED AS DESCRIBED.
 ML1179
 ML1179                          STATION RECOVERY (2000)
 ML1179
 ML1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 ML1179'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES--THE NEW AIRPORT
 ML1179'MANAGER IS ROBERT MEAD.  HE LIVES IN THE TRAILOR HOUSE ON THE FIELD.
 ML1179'PHONE 308-872-2875.  (A LOT OF CROP DUSTERS USE THIS FIELD, USE
 ML1179'CAUTION.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0449 ***********************************************************************
 MM0449  DESIGNATION -  CARR
 MM0449  PID         -  MM0449
 MM0449  STATE/COUNTY-  NE/HOOKER
 MM0449  USGS QUAD   -  CARR LAKE (1985)
 MM0449
 MM0449                         *CURRENT SURVEY CONTROL
 MM0449  ___________________________________________________________________
 MM0449* NAD 83(1995)-  41 54 16.00329(N)    101 24 47.94829(W)     ADJUSTED  
 MM0449* NAVD 88     -      1163.     (meters)    3816.     (feet)  SCALED    
 MM0449  ___________________________________________________________________
 MM0449  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 MM0449  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 MM0449
 MM0449  HORZ ORDER  -  SECOND
 MM0449
 MM0449.The horizontal coordinates were established by classical geodetic methods
 MM0449.and adjusted by the National Geodetic Survey in August 1997..
 MM0449
 MM0449.The orthometric height was scaled from a topographic map.
 MM0449
 MM0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0449
 MM0449.The geoid height was determined by GEOID03.
 MM0449
 MM0449;                    North         East     Units Scale Factor Converg.
 MM0449;SPC NE       -   230,905.978   382,772.854   MT  0.99968274   -0 56 11.8
 MM0449;UTM  14      - 4,641,983.452   299,829.439   MT  1.00009307   -1 36 44.5
 MM0449
 MM0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0449!SPC NE       -   0.99982071  x   0.99968274  =   0.99950350
 MM0449!UTM  14      -   0.99982071  x   1.00009307  =   0.99991376
 MM0449
 MM0449|---------------------------------------------------------------------|
 MM0449| PID    Reference Object                     Distance      Geod. Az  |
 MM0449|                                                           dddmmss.s |
 MM0449| CP6749 CARR RM 1                            12.094 METERS 14908     |
 MM0449| CP6750 CARR RM 2                            19.133 METERS 23011     |
 MM0449| CP6748 CARR AZ MK                                         3374004.3 |
 MM0449|---------------------------------------------------------------------|
 MM0449
 MM0449                          SUPERSEDED SURVEY CONTROL
 MM0449
 MM0449  NAD 83(1986)-  41 54 16.00303(N)    101 24 47.95289(W) AD(       ) 2
 MM0449  NAD 27      -  41 54 16.03600(N)    101 24 46.34400(W) AD(       ) 2
 MM0449
 MM0449.Superseded values are not recommended for survey control.
 MM0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0449.See file dsdata.txt to determine how the superseded data were derived.
 MM0449
 MM0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9982941983(NAD 83)
 MM0449_MARKER: DS = TRIANGULATION STATION DISK
 MM0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0449
 MM0449  HISTORY     - Date     Condition        Report By
 MM0449  HISTORY     - 1946     MONUMENTED       CGS
 MM0449
 MM0449                          STATION DESCRIPTION
 MM0449
 MM0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0449'THE STATION IS ON THE HIGHEST POINT AND NEAR THE EAST END OF A
 MM0449'PROMINENT SAND HILL AND IS ABOUT 11.0 MILES, AIR LINE, SOUTHEAST
 MM0449'OF WHITMAN AND ABOUT 4.0 MILES, AIR LINE, SOUTH OF CARR LAKE.
 MM0449'IT PROJECTS 6 INCHES AND IS STAMPED CARR 1946.
 MM0449'
 MM0449'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL
 MM0449'AND IS ABOUT 2 FEET BELOW STATION ELEVATION.  IT PROJECTS
 MM0449'6 INCHES AND IS STAMPED CARR NO 1 1946.
 MM0449'
 MM0449'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL
 MM0449'AND IS ABOUT 15 INCHES BELOW STATION ELEVATION.  IT PROJECTS
 MM0449'6 INCHES AND IS STAMPED CARR NO 2 1946.
 MM0449'
 MM0449'AZIMUTH MARK IS ON THE SUMMIT OF A LOW, ROUNDED-TOP SAND HILL,
 MM0449'150 FEET NORTH OF A WIRE GATE IN A NORTH-SOUTH FENCE LINE, 140
 MM0449'FEET SOUTH OF AN EAST-WEST FENCE LINE AND 43 FEET EAST OF A
 MM0449'NORTH-SOUTH FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED
 MM0449'CARR 1946.
 MM0449'
 MM0449'TO REACH THE STATION FROM THE VILLAGE OF WHITMAN, GO WEST ON
 MM0449'STATE HIGHWAY NO. 2 FOR 1.1 MILES TO A GRAVELED SIDE ROAD LEFT.
 MM0449'TURN LEFT, SOUTH, AND FOLLOW GRAVELED ROAD FOR 2.75 MILES TO A
 MM0449'T ROAD LEFT.  TURN LEFT, CROSSING CATTLE GUARD AND GO EAST ON
 MM0449'TRACK ROAD FOR 6.5 MILES TO A BOARD GATE AND A RANCH HOUSE
 MM0449'ON THE LEFT.  PASS THROUGH GATE AND CONTINUE EAST ON TRACK ROAD
 MM0449'FOR 0.6 MILES TO A FORK AT THE EAST END OF A LARGE LAKE.
 MM0449'TAKE LEFT FORK AND CONTINUE EAST FOR 1.6 MILES TO A WIRE GATE,
 MM0449'CONTINUE ON TRACK ROAD FOR 0.25 MILE TO THE BUCK CARR RANCH.
 MM0449'PASS THROUGH TWO GATES KEEPING JUST NORTH OF RANCH HOUSE AND
 MM0449'CONTINUE EAST FOR 0.65 MILE TO THE FANNING RANCH.  TURN
 MM0449'LEFT, SOUTH, ON MAIN TRACK ROAD, JUST WEST OF RANCH HOUSE,
 MM0449'FOR 0.35 MILE TO A FORK.  TAKE LEFT FORK, SOUTH, FOR 0.35
 MM0449'MILE TO A WIRE GATE.  CONTINUE ON TRACK ROAD FOR 1.7
 MM0449'MILES TO A FORK AT A SOUTHEAST FENCE CORNER.  CONTINUE SOUTH
 MM0449'ON DIM TRACK ROAD FOR 0.45 MILE.  HERE LEAVE DIM ROAD AND
 MM0449'CONTINUE SOUTH SOUTHEAST, KEEPING ABOUT 150 YARDS WEST OF A
 MM0449'WINDMILL AND SAND PITS, FOR 0.7 MILE TO A WIRE GATE IN AN
 MM0449'EAST-WEST FENCE LINE.  PASS THROUGH GATE AND GO
 MM0449'SOUTHEAST FOR 0.1 MILE TO A WIRE GATE IN A NORTH-SOUTH
 MM0449'FENCE LINE.  *PASS THROUGH GATE AND DRIVE SOUTHERLY UP
 MM0449'STEEP GRASSY SLOPE FOR 0.95 MILE TO THE HIGHEST POINT AND
 MM0449'THE STATION AS DESCRIBED.
 MM0449'
 MM0449'*TO REACH THE AZIMUTH MARK FROM THIS POINT IN THE ABOVE
 MM0449'DESCRIPTION, GO SOUTH FOR 150 FEET TO THE SUMMIT OF A LOW SAND
 MM0449'HILL AND THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1197 ***********************************************************************
 LH1197  DESIGNATION -  CARTER
 LH1197  PID         -  LH1197
 LH1197  STATE/COUNTY-  NE/ADAMS
 LH1197  USGS QUAD   -  ROSELAND (1969)
 LH1197
 LH1197                         *CURRENT SURVEY CONTROL
 LH1197  ___________________________________________________________________
 LH1197* NAD 83(1995)-  40 28 04.18611(N)    098 32 06.36624(W)     ADJUSTED  
 LH1197* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 LH1197  ___________________________________________________________________
 LH1197  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 LH1197  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 LH1197
 LH1197  HORZ ORDER  -  SECOND
 LH1197
 LH1197.The horizontal coordinates were established by classical geodetic methods
 LH1197.and adjusted by the National Geodetic Survey in August 1997..
 LH1197
 LH1197.The orthometric height was scaled from a topographic map.
 LH1197
 LH1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1197
 LH1197.The geoid height was determined by GEOID03.
 LH1197
 LH1197;                    North         East     Units Scale Factor Converg.
 LH1197;SPC NE       -    71,500.950   624,207.290   MT  0.99982119   +0 58 14.8
 LH1197;UTM  14      - 4,479,787.593   539,411.503   MT  0.99961912   +0 18 06.2
 LH1197
 LH1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1197!SPC NE       -   0.99991045  x   0.99982119  =   0.99973166
 LH1197!UTM  14      -   0.99991045  x   0.99961912  =   0.99952961
 LH1197
 LH1197                          SUPERSEDED SURVEY CONTROL
 LH1197
 LH1197  NAD 83(1986)-  40 28 04.19340(N)    098 32 06.36592(W) AD(       ) 2
 LH1197  NAD 27      -  40 28 04.14100(N)    098 32 05.13700(W) AD(       ) 2
 LH1197
 LH1197.Superseded values are not recommended for survey control.
 LH1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1197.See file dsdata.txt to determine how the superseded data were derived.
 LH1197
 LH1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK3941279788(NAD 83)
 LH1197_MARKER: N = NAIL
 LH1197_SETTING: 0 = UNSPECIFIED SETTING
 LH1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1197
 LH1197  HISTORY     - Date     Condition        Report By
 LH1197  HISTORY     - 1899     MONUMENTED       CGS
 LH1197  HISTORY     - 1950     GOOD             CGS
 LH1197
 LH1197                          STATION DESCRIPTION
 LH1197
 LH1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 LH1197'THIS STATION IS 1 MILE DUE EAST OF ROSELAND, IN THE SE. 1/4
 LH1197'SEC. 22, T. 6 N., R. 11 W., ON LAND OWNED BY T.W. CARTER, OF
 LH1197'ROSELAND.  THE SURFACE MARK IS A NAIL IN A TRIANGLE ON THE NORTH
 LH1197'SIDE OF A COTTONWOOD TREE.  THE UNDERGROUND MARK IS A JUG 0.9
 LH1197'FOOT BELOW THE SURFACE.  THE STATION POINT IS 0.2 FOOT SOUTH AND
 LH1197'0.5 FOOT EAST OF THE NAIL IN THE TRIANGLE OF THE COTTONWOOD
 LH1197'TREE, AND 0.6 FOOT SOUTH AND 0.5 EAST OF THE CENTER OF THE JUG.
 LH1197'AN OLD FRAME HOUSE STANDS TO THE SOUTHWARD OF THE COTTONWOOD
 LH1197'TREE.  (APPENDIX NO. 6-REPORT FOR 1901)
 LH1197
 LH1197                          STATION RECOVERY (1950)
 LH1197
 LH1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 LH1197'A LOCATION WAS VISITED ABOUT 1.0 MILE EAST OF ROSELAND, NO
 LH1197'EVIDENCE OF THE COTTONWOOD TREE OR THE OLD FRAME HOUSE WERE
 LH1197'LOCATED, FOR REFERENCE TO SEARCH FROM.  IT IS REASONABLE TO
 LH1197'BELIEVE THAT THIS POINT CANNOT BE LOCATED WITHOUT ESTABLISHING
 LH1197'ANOTHER STATION NEAR BY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0479 ***********************************************************************
 NO0479  DESIGNATION -  CARVER
 NO0479  PID         -  NO0479
 NO0479  STATE/COUNTY-  NE/CHERRY
 NO0479  USGS QUAD   -  WOLF LAKE (1987)
 NO0479
 NO0479                         *CURRENT SURVEY CONTROL
 NO0479  ___________________________________________________________________
 NO0479* NAD 83(1995)-  42 25 15.03873(N)    101 29 26.16450(W)     ADJUSTED  
 NO0479* NAVD 88     -      1104.     (meters)    3622.     (feet)  SCALED    
 NO0479  ___________________________________________________________________
 NO0479  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 NO0479  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 NO0479
 NO0479  HORZ ORDER  -  SECOND
 NO0479
 NO0479.The horizontal coordinates were established by classical geodetic methods
 NO0479.and adjusted by the National Geodetic Survey in August 1997..
 NO0479
 NO0479.The orthometric height was scaled from a topographic map.
 NO0479
 NO0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0479
 NO0479.The geoid height was determined by GEOID03.
 NO0479
 NO0479;                    North         East     Units Scale Factor Converg.
 NO0479;SPC NE       -   288,349.219   377,351.928   MT  0.99978621   -0 59 16.1
 NO0479;UTM  14      - 4,699,509.026   295,093.091   MT  1.00011662   -1 40 50.4
 NO0479
 NO0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0479!SPC NE       -   0.99982988  x   0.99978621  =   0.99961612
 NO0479!UTM  14      -   0.99982988  x   1.00011662  =   0.99994648
 NO0479
 NO0479|---------------------------------------------------------------------|
 NO0479| PID    Reference Object                     Distance      Geod. Az  |
 NO0479|                                                           dddmmss.s |
 NO0479| CP8961 CARVER RM 1                          19.599 METERS 10849     |
 NO0479| CP8962 CARVER RM 2                          12.012 METERS 19423     |
 NO0479| CP8960 CARVER AZ MK                                       3575028.2 |
 NO0479|---------------------------------------------------------------------|
 NO0479
 NO0479                          SUPERSEDED SURVEY CONTROL
 NO0479
 NO0479  NAD 83(1986)-  42 25 15.03578(N)    101 29 26.16978(W) AD(       ) 2
 NO0479  NAD 27      -  42 25 15.07800(N)    101 29 24.57800(W) AD(       ) 2
 NO0479
 NO0479.Superseded values are not recommended for survey control.
 NO0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0479.See file dsdata.txt to determine how the superseded data were derived.
 NO0479
 NO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9509399509(NAD 83)
 NO0479_MARKER: DS = TRIANGULATION STATION DISK
 NO0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0479
 NO0479  HISTORY     - Date     Condition        Report By
 NO0479  HISTORY     - 1946     MONUMENTED       CGS
 NO0479  HISTORY     - 1949     GOOD             CGS
 NO0479
 NO0479                          STATION DESCRIPTION
 NO0479
 NO0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0479'THE STATION IS ON THE SUMMIT OF A PROMINENT SAND HILL, ABOUT
 NO0479'26.5 MILES, AIRLINE, NORTH OF THE VILLAGE OF WHITMAN, 4.0
 NO0479'MILES WEST OF MUD LAKE, 4.0 MILES NORTH-NORTHWEST OF THE
 NO0479'PULMAN RANCH, AND 3.5 MILES EAST OF THE CARVER RANCH.  IT
 NO0479'IS BELIEVED TO BE IN SECTION SW 1/4, S 11, T 23 W, R 36 W.  IT
 NO0479'PROJECTS 7 INCHES AND IS STAMPED CARVER 1946.
 NO0479'
 NO0479'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 NO0479'STATION AND IS ON THE CREST OF A SAND RIDGE.  IT PROJECTS
 NO0479'8 INCHES AND IS STAMPED CARVER NO 1 1946.
 NO0479'
 NO0479'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL
 NO0479'AND IS ABOUT 2 FEET BELOW STATION ELEVATION.  IT PROJECTS
 NO0479'ABOUT 7 INCHES AND IS STAMPED CARVER NO 2 1946.
 NO0479'
 NO0479'AZIMUTH MARK IS ON THE NORTH END OF A NORTH-SOUTH SAND RIDGE
 NO0479'AND AT THE POINT WHERE THE RIDGE STARTS TO BREAK STEEP INTO
 NO0479'A VALLEY.  IT IS 2 FEET SOUTH OF A 4X4-INCH WITNESS POST THAT
 NO0479'PROJECTS 2 FEET.  IT IS STAMPED CARVER 1946 AND PROJECTS
 NO0479'8 INCHES.
 NO0479'
 NO0479'TO REACH THE STATION FROM STATE HIGHWAY NO. 2 IN THE VILLAGE
 NO0479'OF WHITMAN, AT A POINT ABOUT 0.2 MILE NORTH OF THE HIGH SCHOOL
 NO0479'BUILDING, GO NORTH ON A GRAVELED ROAD FOR 11.05 MILES TO A
 NO0479'BRIDGE OVER THE MIDDLE LOUP RIVER.  TAKE LEFT FORK AND CONTINUE
 NO0479'NORTH FOR 3.4 MILES TO A CATTLE GUARD AND FORK.  TAKE RIGHT
 NO0479'FORK AND CONTINUE NORTH FOR 2.35 MILES TO A FORK.  TAKE LEFT
 NO0479'FORK, STRAIGHT AHEAD, FOR 0.75 MILE TO A CATTLE GUARD AND A
 NO0479'T ROAD LEFT.  KEEP RIGHT, STRAIGHT AHEAD, AND FOLLOW THE
 NO0479'MAIN TRAVELED ROAD FOR 2.1 MILES TO A FORK, JUST SOUTH OF
 NO0479'A LAKE.  TAKE RIGHT FORK, EAST THEN NORTH, FOR 2.1 MILES
 NO0479'TO A REVERSE Y FORK.  KEEP LEFT, CROSSING CATTLE GUARD AND
 NO0479'CONTINUE NORTH FOR 3.0 MILES TO A FORK.  KEEP RIGHT FORK,
 NO0479'EAST FOR 0.8 MILE TO THE SECOND CATTLE GUARD.  CONTINUE
 NO0479'EAST FOR 0.85 MILE TO A FORK.  KEEP RIGHT FORK FOR 1.05
 NO0479'MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD AND TURN
 NO0479'RIGHT, NORTH, FOR 0.6 MILE TO A FORK, KEEP LEFT FORK FOR
 NO0479'0.15 MILE TO A CATTLE GUARD AND A BRIDGE ACROSS A SMALL
 NO0479'STREAM.  GO NORTHEAST PASSING AN OLD DESERTED SCHOOL BUILDING
 NO0479'AND CONTINUE FOR 1.05 MILE TO A FORK.  KEEP LEFT FORK
 NO0479'FOR 0.95 MILE TO A RANCH ON THE RIGHT, KEEP LEFT ON MAIN
 NO0479'TRAVELED ROAD FOR 1.3 MILES TO A FORK.  KEEP LEFT FORK
 NO0479'OVER A BRIDGE AND CONTINUE 1.65 MILES TO A FORK.  KEEP
 NO0479'LEFT FORK FOR 0.05 MILE TO A WIRE GATE AND A RANCH
 NO0479'BUILDING ABOUT 0.15 MILE SOUTH.  TURN RIGHT, NORTH, THROUGH
 NO0479'WIRE GATE AND CONTINUE NORTH-NORTHWEST AROUND BASE OF SAND
 NO0479'HILLS FOR 0.7 MILE TO THE THIRD WIRE GATE, PASS THROUGH
 NO0479'GATE AND CONTINUE ON TRACK ROAD FOR 0.2 MILE.  TURN LEFT,
 NO0479'SOUTH, LEAVING ROAD AND DRIVE SOUTH-SOUTHWEST UP STEEP
 NO0479'GRASSY SLOPE FOR 0.8 MILE TO THE SUMMIT OF THE HIGHEST SAND
 NO0479'HILL AND THE STATION AS DESCRIBED.
 NO0479'
 NO0479'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE NORTH FOR
 NO0479'0.3 MILE TO THE NORTH END OF A SAND RIDGE AND THE AZIMUTH
 NO0479'MARK AS DESCRIBE.
 NO0479
 NO0479                          STATION RECOVERY (1949)
 NO0479
 NO0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0479'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 NO0479'NUMBER 2, AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN
 NO0479'GOOD CONDITION.  FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NO0479'
 NO0479'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND
 NO0479'RIDGE, ABOUT 27 MILES, AIRLINE, NORTH OF WHITMAN, ABOUT
 NO0479'4 MILES WEST OF MUD LAKE AND 3-1/2 MILES EAST OF THE CARVER
 NO0479'RANCH.  IT IS SITUATED ON THE HIGHEST POINT, 8 FEET NORTHEAST
 NO0479'OF A WITNESS POST.  IT IS STAMPED CARVER 1946 AND PROJECTS
 NO0479'10 INCHES.
 NO0479'
 NO0479'REFERENCE MARK NO. 1 IS LOCATED ON THE CREST OF THE STATION
 NO0479'RIDGE.  IT PROJECTS 10 INCHES AND IS STAMPED CARVER NO 1 1946.
 NO0479'
 NO0479'REFERENCE MARK NO. 2 IS 18 INCHES LOWER THAN THE STATION.
 NO0479'IT PROJECTS 10 INCHES AND IS STAMPED CARVER NO 2 1946.
 NO0479'
 NO0479'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 72.74 FEET.
 NO0479'
 NO0479'THE AZIMUTH MARK IS LOCATED AT THE NORTH END OF A SAND RIDGE
 NO0479'AND IS ABOUT 50 FEET LOWER THAN THE STATION.  IT PROJECTS
 NO0479'10 INCHES AND IS STAMPED CARVER 1946.
 NO0479'
 NO0479'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO
 NO0479'SOUTH, WEST AND SOUTH ON MAIN ROAD FOR 9.4 MILES TO THE BRIDGE
 NO0479'OVER NIOBRARA RIVER, CONTINUE ON MAIN ROAD, TAKING LEFT FORK
 NO0479'FOR 0.95 MILE TO FORKS, TAKE THE RIGHT FORK FOR 0.75 MILE TO
 NO0479'ENTRANCE TO THE NEBRASKA NATIONAL FOREST, CONTINUE SOUTH ON
 NO0479'GRAVELED ROAD FOR 2.7 MILES TO A PLANTING CAMP ON THE LEFT,
 NO0479'CONTINUE SOUTH AND WEST ON THE MAIN ROAD FOR 6.1 MILES A
 NO0479'CATTLE GUARD AT NATIONAL FOREST BOUNDARY, CONTINUE WEST AND
 NO0479'SOUTHWEST ON SAND TRACK ROAD FOR 1.5 MILES TO A CATTLE GUARD
 NO0479'AND THE DIAMOND BAR RANCH ON THE RIGHT, CONTINUE WEST FOR
 NO0479'0.4 MILE TO A FORK, TAKE LEFT FORK AND FOLLOW MAIN ROAD
 NO0479'SOUTHERLY FOR 0.9 MILE TO A CATTLE GUARD, CONTINUE SOUTH
 NO0479'AND WEST FOR 0.8 MILE TO CATTLE GUARD, CONTINUE WEST AND
 NO0479'SOUTH FOR 1.85 MILES TO CATTLE GUARD, CONTINUE SOUTH AND
 NO0479'WEST ON MAIN ROAD FOR 3.0 MILES TO A CATTLE GUARD,
 NO0479'CONTINUE ON MAIN ROAD FOR 1.85 MILES TO BRIDGE OVER THE
 NO0479'SNAKE RIVER, CONTINUE SOUTH FOR 0.1 MILE TO A RANCH ON THE
 NO0479'LEFT (DOUGHBOY), CONTINUE SOUTHWESTERLY FOR 0.7 MILE TO A
 NO0479'CATTLE GUARD, CONTINUE ON MAIN ROAD FOR 0.4 MILE TO A
 NO0479'CATTLE GUARD, CROSS THE GUARD AND TAKE LEFT FORK AND GO
 NO0479'SOUTHEASTERLY FOR 2.15 TO A CATTLE GUARD, CONTINUE ON MAIN
 NO0479'ROAD FOR 0.95 MILE TO A CATTLE GUARD, CONTINUE SOUTHEASTERLY
 NO0479'FOR 1.45 MILES TO CROSSROADS BETWEEN RANCH HOUSES ON THE
 NO0479'RIGHT AND LEFT, CONTINUE STRAIGHT AHEAD AND FOLLOW TRACK
 NO0479'ROAD SOUTH AND WEST FOR 0.15 MILE TO A CATTLE GUARD ON
 NO0479'LEFT JUST SOUTHEAST OF THE LARGE RED BARN THAT HAS THE
 NO0479'NAME GEORGE BRADEIS PAINTED ON IT, TURN LEFT ACROSS
 NO0479'GUARD AND FOLLOW MAIN TRACK ROAD SOUTHWEST AND WEST FOR
 NO0479'1.6 MILES TO FORKS, TAKE LEFT FORK FOR 0.35 MILE TO A
 NO0479'CATTLE GUARD, CONTINUE WESTERLY FOR 0.45 MILE TO A WINDMILL
 NO0479'AT FORKS, TAKE RIGHT FORK AND CONTINUE WEST AND SOUTH FOR
 NO0479'1.05 MILES TO A CATTLE GUARD AND LARGE MAIL BOX, CONTINUE
 NO0479'SOUTH AND WEST FOR 2.5 MILES TO A WINDMILL ON THE RIGHT JUST
 NO0479'BEFORE CROSSING A SMALL WOODEN BRIDGE, CONTINUE WESTERLY
 NO0479'ON MAIN ROAD FOR 0.75 MILE TO FORKS, TAKE LEFT FORK FOR 0.55
 NO0479'MILE TO ANGLING CROSS TRAILS, CONTINUE SOUTHWEST ON MAIN
 NO0479'ROAD FOR 0.3 MILE TO A CATTLE GUARD ABOUT 100 YARDS SOUTH
 NO0479'OF A WINDMILL, CONTINUE WESTERLY FOR 1.05 MILES TO A CATTLE
 NO0479'GUARD JUST SOUTHWEST OF A SCHOOL HOUSE, CONTINUE WEST FOR
 NO0479'0.5 MILE TO KIMES RANCH STRAIGHT AHEAD, TURN LEFT AND GO
 NO0479'SOUTH ON DIRT ROAD FOR 0.65 MILES TO FORKS JUST AFTER
 NO0479'CROSSING A CATTLE GUARD, TAKE RIGHT FORK AND GO 2.75 MILES TO
 NO0479'FORKS, TAKE LEFT FORK AND GO SOUTH AND WEST FOR 1.3 MILES
 NO0479'TO A CATTLE GUARD, CROSS GUARD TURNING LEFT AND FOLLOW
 NO0479'MAIN ROAD FOR 0.6 MILE TO FORKS, TAKE LEFT FORK AND GO
 NO0479'SOUTHERLY FOR 0.75 MILE TO A FORK JUST SOUTHEAST OF A
 NO0479'DESERTED RANCH HOUSE, TAKE LEFT FORK, PASSING TO THE SOUTH
 NO0479'OF THE HOUSE, FOR 0.15 MILE TO FORKS, TAKE LEFT FORK AND
 NO0479'GO SOUTHERLY FOR 1.05 MILES TO A WIRE GATE IN A NORTH-SOUTH
 NO0479'FENCE LINE, PASS THROUGH GATE AND CONTINUE SOUTHERLY ON
 NO0479'MAIN ROAD FOR 0.35 MILE TO A CATTLE GUARD, CONTINUE
 NO0479'WESTERLY FOR 0.3 MILE TO A CATTLE GUARD SOUTH OF A
 NO0479'LAKE, CONTINUE WEST AND SOUTH FOR 1.2 MILES TO A WIRE GATE,
 NO0479'CONTINUE SOUTHERLY ON MAIN ROAD FOR 0.95 MILE TO FORKS,
 NO0479'TAKE RIGHT FORK FOR 0.35 MILE TO A WOODEN BRIDGE, CROSS BRIDGE
 NO0479'AND CONTINUE SOUTHERLY ON TRACK ROAD FOR 0.5 MILE TO A
 NO0479'WIRE GATE, CONTINUE SOUTHWEST FOR 0.05 MILE TO FORKS,
 NO0479'TAKE EXTREME RIGHT FORK FOR 0.05 TO A WIRE GATE ON THE
 NO0479'RIGHT, (THIS GATE IS ABOUT 0.15 MILE NORTH OF A RANCH
 NO0479'HOUSE) TURN RIGHT THROUGH GATE AND FOLLOW AROUND THE BASE
 NO0479'OF SAND HILL, KEEPING ALONG LEFT EDGE OF MEADOW, FOR 0.4
 NO0479'MILE TO A WIRE GATE, CONTINUE ALONG LEFT EDGE OF MEADOW
 NO0479'FOR 0.3 MILE TO A WIRE GATE NEAR CORNER OF MEADOW, PASS
 NO0479'THROUGH THE GATE AND CONTINUE WESTERLY ON DIM TRACK ROAD
 NO0479'FOR 0.2 MILE.  THENCE TURN LEFT OFF OF TRACK ROAD AND PICK
 NO0479'ROAD UP SLOPE AND GO SOUTHWESTERLY FOR 0.8 MILE TO THE SUMMIT
 NO0479'OF THE HIGHEST RIDGE AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1476 ***********************************************************************
 LF1476  CBN         -  This is a Cooperative Base Network Control Station.
 LF1476  PACS        -  This is a Primary Airport Control Station.
 LF1476  DESIGNATION -  CASEY
 LF1476  PID         -  LF1476
 LF1476  STATE/COUNTY-  NE/CASS
 LF1476  USGS QUAD   -  MURRAY (1984)
 LF1476
 LF1476                         *CURRENT SURVEY CONTROL
 LF1476  ___________________________________________________________________
 LF1476* NAD 83(1995)-  40 57 01.26564(N)    095 55 11.51929(W)     ADJUSTED  
 LF1476* NAVD 88     -       365.14   (meters)    1198.0    (feet)  GPS OBS   
 LF1476  ___________________________________________________________________
 LF1476  X           -    -497,582.560 (meters)                     COMP
 LF1476  Y           -  -4,798,733.239 (meters)                     COMP
 LF1476  Z           -   4,158,481.776 (meters)                     COMP
 LF1476  LAPLACE CORR-          -8.61  (seconds)                    DEFLEC99
 LF1476  ELLIP HEIGHT-         337.70  (meters)          (07/10/01) GPS OBS
 LF1476  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 LF1476
 LF1476  HORZ ORDER  -  B
 LF1476  ELLP ORDER  -  FOURTH    CLASS I
 LF1476
 LF1476.This mark is at Plattsmouth Municipal Airport (PMV)
 LF1476
 LF1476.The horizontal coordinates were established by GPS observations
 LF1476.and adjusted by the National Geodetic Survey in June 1996..
 LF1476
 LF1476.The orthometric height was determined by GPS observations and a
 LF1476.high-resolution geoid model.
 LF1476
 LF1476.GPS derived orthometric heights for airport stations designated as
 LF1476.PACS or SACS are published to 2 decimal places.  This maintains
 LF1476.centimeter relative accuracy between the PACS and SACS.  It does
 LF1476.not indicate centimeter accuracy relative to other marks which are
 LF1476.part of the NAVD 88 network.
 LF1476
 LF1476.Photographs are available for this station.
 LF1476
 LF1476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1476
 LF1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1476
 LF1476.The ellipsoidal height was determined by GPS observations
 LF1476.and is referenced to NAD 83.
 LF1476
 LF1476.The geoid height was determined by GEOID03.
 LF1476
 LF1476;                    North         East     Units Scale Factor Converg.
 LF1476;SPC NE       -   132,121.186   843,311.540   MT  0.99970527   +2 42 14.0
 LF1476;UTM  15      - 4,537,351.857   254,235.401   MT  1.00034347   -1 54 52.7
 LF1476;UTM  14      - 4,537,815.268   759,256.048   MT  1.00042734   +2 01 11.5
 LF1476
 LF1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1476!SPC NE       -   0.99994703  x   0.99970527  =   0.99965232
 LF1476!UTM  15      -   0.99994703  x   1.00034347  =   1.00029048
 LF1476!UTM  14      -   0.99994703  x   1.00042734  =   1.00037435
 LF1476
 LF1476:                Primary Azimuth Mark                     Grid Az
 LF1476:SPC NE       -  CASEY AZ MK                              004 24 32.1
 LF1476:UTM  15      -  CASEY AZ MK                              009 01 38.8
 LF1476:UTM  14      -  CASEY AZ MK                              005 05 34.6
 LF1476
 LF1476|---------------------------------------------------------------------|
 LF1476| PID    Reference Object                     Distance      Geod. Az  |
 LF1476|                                                           dddmmss.s |
 LF1476| LF1477 CASEY AZ MK                         APPROX. 0.6 KM 0070646.1 |
 LF1476| AB4174 PMV A                               484.248 METERS 1382135.0 |
 LF1476|---------------------------------------------------------------------|
 LF1476
 LF1476                          SUPERSEDED SURVEY CONTROL
 LF1476
 LF1476  ELLIP H (06/25/96)  337.78   (m)                       GP(       ) 1 1
 LF1476  NAD 83(1986)-  40 57 01.27550(N)    095 55 11.52105(W) AD(       ) 1
 LF1476  NGVD 29 (02/23/90)  365.6    (m)         1199.     (f) GPS OBS        
 LF1476
 LF1476.Superseded values are not recommended for survey control.
 LF1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1476.See file dsdata.txt to determine how the superseded data were derived.
 LF1476
 LF1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5423537352(NAD 83)
 LF1476_MARKER: I = METAL ROD
 LF1476_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1476_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1476_STAMPING: CASEY 1988
 LF1476_MARK LOGO: NGS   
 LF1476_PROJECTION: FLUSH
 LF1476_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1476+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2005
 LF1476_ROD/PIPE-DEPTH: 13.9 meters
 LF1476_SLEEVE-DEPTH  : 0.95 meters
 LF1476
 LF1476  HISTORY     - Date     Condition        Report By
 LF1476  HISTORY     - 1988     MONUMENTED       NGS
 LF1476  HISTORY     - 19880615 GOOD             NGS
 LF1476  HISTORY     - 19890407 GOOD
 LF1476  HISTORY     - 19950524 GOOD             NGS
 LF1476  HISTORY     - 19970812 GOOD             NGS
 LF1476  HISTORY     - 20000613 GOOD             NEDR
 LF1476  HISTORY     - 20050506 GOOD             SKW
 LF1476
 LF1476                          STATION DESCRIPTION
 LF1476
 LF1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LF1476'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH-SOUTHWEST OF
 LF1476'PLATTSMOUTH, 4 KM (2.50 MI) NORTH OF MURRAY, AT THE PLATTSMOUTH
 LF1476'MUNICIPAL AIRPORT, ON THE WEST SIDE OF RUNWAY 16-34, NEAR A WINDSOCK
 LF1476'ENCLOSED BY A CIRCLE.  OWNERSHIP--PLATTSMOUTH AIRPORT AUTHORITY, 506
 LF1476'MAIN STREET, PLATTSMOUTH, NE 68048.  AIRPORT MANAGER IS MARK HUDSON,
 LF1476'TELEPHONE 402-298-8187.
 LF1476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34, 75 AND
 LF1476'STATE HIGHWAY 1, ABOUT 1.6 KM (1.00 MI) EAST OF MURRAY, GO NORTH ON
 LF1476'U.S. HIGHWAYS 34 AND 75 FOR 4.8 KM (3.00 MI) TO A CROSSROAD.  TURN
 LF1476'LEFT AND GO WEST ON A DIRT ROAD FOR 0.64 KM (0.40 MI) TO A ROAD LEFT.
 LF1476'TURN LEFT AND GO SOUTH FOR 0.48 KM (0.30 MI) TO ROADS END AT SOME
 LF1476'BULIDINGS AND GATE ON THE RIGHT.  PASS THROUGH THE GATE AND GO BETWEEN
 LF1476'AN OFFICE AND A HANGAR, THEN GO NORTHWEST ON AN APRON FOR 0.24 KM
 LF1476'(0.15 MI) TO A TAXIWAY.  TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR
 LF1476'0.16 KM (0.10 MI) TO RUNWAY END 16.  KEEP RIGHT AROUND RUNWAY END 16,
 LF1476'THEN TURN LEFT AND GO SOUTH KEEPING TO THE SIDE OF THE RUNWAY FOR 0.56
 LF1476'KM (0.35 MI) TO THE CIRCLE ENCLOSING THE WINDSOCK AND STATION ON THE
 LF1476'RIGHT, ABOUT 121.9 M (399.9 FT) WEST OF RUNWAY.  PACK TO THE STATION
 LF1476'WHEN AREA IS WET.
 LF1476'THE STATION IS 8.4 M (27.6 FT) NORTHWEST OF A CARSONITE WITNESS POST,
 LF1476'7.3 M (24.0 FT) WEST OF THE WINDSOCK.
 LF1476'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LF1476'DESCRIBED BY R.D.BALL
 LF1476
 LF1476                          STATION RECOVERY (1988)
 LF1476
 LF1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LF1476'THE STATION IS AT THE PLATTSMOUTH MUNI AIRPORT WEST OF THE RUNWAY NEAR
 LF1476'THE WINDSOCK.  IT IS 400 FT (121.9 M) WEST OF THE CENTERLINE OF THE
 LF1476'RUNWAY, 27.6 FT (8.4 M) NORTHEAST OF A WITNESS POST AND 24 FT (7.3 M)
 LF1476'WEST OF THE WINDSOCK WHICH IS WITHIN THE SEGMENTED CIRCLE.  THE
 LF1476'STATION IS A STAINLESS STEEL ROD SET WITHIN A PVC PIPE WITH A NGS
 LF1476'COVER.  THE RIM OF THE COVER IS STAMPED CASEY 1988.  NOTE, 1-METER PVC
 LF1476'SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 LF1476
 LF1476                          STATION RECOVERY (1989)
 LF1476
 LF1476'RECOVERED 1989
 LF1476'RECOVERED IN GOOD CONDITION.
 LF1476
 LF1476                          STATION RECOVERY (1995)
 LF1476
 LF1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LF1476'THE STATION IS LOCATED ABOUT 4.35 MI (7.00 KM) SOUTH-SOUTHWEST OF
 LF1476'PLATTSMOUTH, 2.5 MI (4.0 KM) NORTH OF MURRAY, AT THE PLATTSMOUTH
 LF1476'MUNICIPAL AIRPORT, INSIDE THE SEGMENTED CIRCLE AROUND THE WINDSOCK TO
 LF1476'THE WEST OF THE RUNWAY.  OWNERSHIP--PLATTSMOUTH AIRPORT AUTHORITY, 506
 LF1476'MAIN STREET, PLATTSMOUTH NE 68048.  AIRPORT MANAGER, SCOTT HOESER,
 LF1476'PHONE (402) 298-8468.  NOTE--IN WET WEATHER THIS IS A PACK STATION.
 LF1476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 75, 34 EAST
 LF1476'AND STATE HIGHWAY 66 WEST (IN WEST PLATTSMOUTH), GO SOUTH ON U.S.
 LF1476'HIGHWAYS 75/34 FOR 3.05 MI (4.91 KM) TO A GRAVEL ROAD RIGHT, TURN
 LF1476'RIGHT AND GO WEST ON CHURCH ROAD FOR 0.35 MI (0.56 KM) TO A GRAVEL
 LF1476'ROAD LEFT, TURN LEFT AND GO SOUTHERLY FOLLOWING THE AIRPORT ENTRANCE
 LF1476'ROAD FOR 0.35 MI (0.56 KM) TO THE TOP OF A HILL, AIRPORT OFFICE ON
 LF1476'RIGHT AND A GATE AHEAD, PASS THROUGH GATE, BEAR LEFT AND GO SOUTHWEST
 LF1476'ACROSS THE APRON THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO A
 LF1476'TAXIWAY INTERSECTION, TURN LEFT AND GO SOUTH-SOUTHEAST ON THE PARALLEL
 LF1476'TAXIWAY FOR 0.15 MI (0.24 KM) TO A CONNECTOR TAXIWAY ON THE RIGHT,
 LF1476'TURN RIGHT AND GO WEST-SOUTHWEST ON THE CONNECTOR TAXIWAY, THEN
 LF1476'CROSSING THE RUNWAY FOR 0.05 MI (0.08 KM) TO THE GRASS ON THE WEST
 LF1476'SIDE OF RUNWAY, BEAR LEFT AND GO SOUTHWEST ACROSS GRASS, THEN IF
 LF1476'POSSIBLE A CULTIVATED FIELD TO THE STATION NEAR A WINDSOCK POLE.  THE
 LF1476'STATION IS 27.6 FT (8.4 M) EAST OF A WITNESS POST AND 24.0 FT (7.3 M)
 LF1476'WEST OF THE WINDSOCK.  NOTE--THIS STATION WAS USED AS AN AREA
 LF1476'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 LF1476
 LF1476                          STATION RECOVERY (1997)
 LF1476
 LF1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LF1476'RECOVERED AS DESCRIBED
 LF1476
 LF1476                          STATION RECOVERY (2000)
 LF1476
 LF1476'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LF1476'RECOVERED AS DESCRIBED.
 LF1476
 LF1476                          STATION RECOVERY (2005)
 LF1476
 LF1476'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 LF1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1477 ***********************************************************************
 LF1477  SACS        -  This is a Secondary Airport Control Station.
 LF1477  DESIGNATION -  CASEY AZ MK
 LF1477  PID         -  LF1477
 LF1477  STATE/COUNTY-  NE/CASS
 LF1477  USGS QUAD   -  MURRAY (1984)
 LF1477
 LF1477                         *CURRENT SURVEY CONTROL
 LF1477  ___________________________________________________________________
 LF1477* NAD 83(1995)-  40 57 20.32426(N)    095 55 08.38232(W)     ADJUSTED  
 LF1477* NAVD 88     -       361.54   (meters)    1186.2    (feet)  GPS OBS   
 LF1477  ___________________________________________________________________
 LF1477  X           -    -497,469.560 (meters)                     COMP
 LF1477  Y           -  -4,798,354.804 (meters)                     COMP
 LF1477  Z           -   4,158,923.479 (meters)                     COMP
 LF1477  LAPLACE CORR-          -8.46  (seconds)                    DEFLEC99
 LF1477  ELLIP HEIGHT-         334.12  (meters)          (12/12/01) GPS OBS
 LF1477  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 LF1477
 LF1477  HORZ ORDER  -  FIRST
 LF1477  ELLP ORDER  -  THIRD     CLASS II
 LF1477
 LF1477.This mark is at Plattsmouth Municipal Airport (PMV)
 LF1477
 LF1477.The horizontal coordinates were established by GPS observations
 LF1477.and adjusted by the National Geodetic Survey in August 1998..
 LF1477
 LF1477.The orthometric height was determined by GPS observations and a
 LF1477.high-resolution geoid model.
 LF1477
 LF1477.GPS derived orthometric heights for airport stations designated as
 LF1477.PACS or SACS are published to 2 decimal places.  This maintains
 LF1477.centimeter relative accuracy between the PACS and SACS.  It does
 LF1477.not indicate centimeter accuracy relative to other marks which are
 LF1477.part of the NAVD 88 network.
 LF1477
 LF1477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1477
 LF1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1477
 LF1477.The ellipsoidal height was determined by GPS observations
 LF1477.and is referenced to NAD 83.
 LF1477
 LF1477.The geoid height was determined by GEOID03.
 LF1477
 LF1477;                    North         East     Units Scale Factor Converg.
 LF1477;SPC NE       -   132,711.739   843,357.073   MT  0.99970439   +2 42 16.1
 LF1477;UTM  15      - 4,537,937.200   254,328.399   MT  1.00034290   -1 54 51.4
 LF1477;UTM  14      - 4,538,405.663   759,308.665   MT  1.00042768   +2 01 14.3
 LF1477
 LF1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1477!SPC NE       -   0.99994759  x   0.99970439  =   0.99965200
 LF1477!UTM  15      -   0.99994759  x   1.00034290  =   1.00029047
 LF1477!UTM  14      -   0.99994759  x   1.00042768  =   1.00037525
 LF1477
 LF1477:                Primary Azimuth Mark                     Grid Az
 LF1477:SPC NE       -  CASEY                                    184 24 32.0
 LF1477:UTM  15      -  CASEY                                    189 01 39.5
 LF1477:UTM  14      -  CASEY                                    185 05 33.8
 LF1477
 LF1477|---------------------------------------------------------------------|
 LF1477| PID    Reference Object                     Distance      Geod. Az  |
 LF1477|                                                           dddmmss.s |
 LF1477| LF1476 CASEY                               APPROX. 0.6 KM 1870648.1 |
 LF1477|---------------------------------------------------------------------|
 LF1477
 LF1477                          SUPERSEDED SURVEY CONTROL
 LF1477
 LF1477  ELLIP H (08/07/98)  334.20   (m)                       GP(       ) 3 2
 LF1477  NAD 83(1995)-  40 57 20.32414(N)    095 55 08.38266(W) AD(       ) 3
 LF1477  ELLIP H (08/18/97)  334.20   (m)                       GP(       ) 4 1
 LF1477  NAD 83(1986)-  40 57 20.33398(N)    095 55 08.38450(W) AD(       ) 3
 LF1477  NGVD 29 (02/23/90)  362.0    (m)         1188.     (f) GPS OBS        
 LF1477
 LF1477.Superseded values are not recommended for survey control.
 LF1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1477.See file dsdata.txt to determine how the superseded data were derived.
 LF1477
 LF1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5432837937(NAD 83)
 LF1477_MARKER: I = METAL ROD
 LF1477_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LF1477_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LF1477_STAMPING: CASEY AZ MK 1988
 LF1477_MARK LOGO: NGS   
 LF1477_PROJECTION: FLUSH
 LF1477_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1477+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1997
 LF1477_ROD/PIPE-DEPTH: 12.8 meters
 LF1477_SLEEVE-DEPTH  : 0.95 meters
 LF1477
 LF1477  HISTORY     - Date     Condition        Report By
 LF1477  HISTORY     - 1988     MONUMENTED       NGS
 LF1477  HISTORY     - 19880615 GOOD             NGS
 LF1477  HISTORY     - 19890406 GOOD
 LF1477  HISTORY     - 19950524 GOOD             NGS
 LF1477  HISTORY     - 19970812 GOOD             NGS
 LF1477
 LF1477                          STATION DESCRIPTION
 LF1477
 LF1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LF1477'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH-SOUTHWEST OF
 LF1477'PLATTSMOUTH, 4 KM (2.50 MI) NORTH OF MURRAY, AT THE PLATTSMOUTH
 LF1477'MUNICIPAL AIRPORT, NEAR THE JUNCTION OF A TAXIWAY AND RAMP TO RUNWAY
 LF1477'END 16.  OWNERSHIP--PLATTSMOUTH AIRPORT AUTHORITY, 506 MAIN STREET,
 LF1477'PLATTSMOUTH, NE 68048.  AIRPORT MANAGER IS MARK HUDSON, TELEPHONE
 LF1477'402-298-8187.
 LF1477'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34, 75 AND
 LF1477'STATE HIGHWAY 1, ABOUT 1.6 KM (1.00 MI) EAST OF MURRAY, GO NORTH ON
 LF1477'U.S. HIGHWAYS 34 AND 75 FOR 4.8 KM (3.00 MI) TO A CROSSROAD.  TURN
 LF1477'LEFT AND GO WEST ON A DIRT ROAD FOR 0.64 KM (0.40 MI) TO A ROAD LEFT.
 LF1477'TURN LEFT AND GO SOUTH FOR 0.48 KM (0.30 MI) TO ROADS END AT SOME
 LF1477'BULIDINGS AND GATE ON THE RIGHT.  PASS THROUGH THE GATE AND GO BETWEEN
 LF1477'AN OFFICE AND A HANGAR, THEN GO NORTHWEST ON AN APRON FOR 0.24 KM
 LF1477'(0.15 MI) TO A TAXIWAY.  TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR
 LF1477'0.16 KM (0.10 MI) TO ITS JUNCTION WITH THE RAMP TO RUNWAY END 16 AND
 LF1477'THE STATION ON THE LEFT.
 LF1477'THE STATION MARK IS SET IN A GRASS MEDIAN BETWEEN THE TAXIWAY AND
 LF1477'RUNWAY 16-34, 30.3 M (99.4 FT) EAST OF THE RUNWAY CENTERLINE, 20.3 M
 LF1477'(66.6 FT) WEST OF THE TAXIWAY CENTERLINE AND 13.3 M (43.6 FT) SOUTH OF
 LF1477'THE RAMP CENTERLINE AT THE HOLDING BARS.
 LF1477'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LF1477'DESCRIBED BY R.D.BALL.
 LF1477
 LF1477                          STATION RECOVERY (1988)
 LF1477
 LF1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LF1477'THE STATION IS LOCATED AT THE PLATTSMOUTH MUNI AIRPORT EAST OF RUNWAY
 LF1477'END 16, 99.4 FT (30.3 M) OF THE CENTERLINE OF THE RUNWAY, 43.6 SOUTH
 LF1477'OF THE CENTERLINE OF THE TAXIWAY LEADING TO THE RUNWAY AND ONLINE WITH
 LF1477'THE PAINTED HOLD BAR.  THE STATION IS A STAINLESS STEEL ROD SET WITHIN
 LF1477'A PVC PIPE WITH A NGS COVER.  THE RIM OF THE COVER IS STAMPED CASEY AZ
 LF1477'MK 1988.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT
 LF1477'VERTICAL) STABILITY.
 LF1477
 LF1477                          STATION RECOVERY (1989)
 LF1477
 LF1477'RECOVERED 1989
 LF1477'RECOVERED IN GOOD CONDITION.
 LF1477
 LF1477                          STATION RECOVERY (1995)
 LF1477
 LF1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LF1477'THE STATION IS LOCATED ABOUT 4.35 MI (7.00 KM) SOUTH-SOUTHWEST OF
 LF1477'PLATTSMOUTH, 2.5 MI (4.0 KM) NORTH OF MURRAY, AT THE PLATTSMOUTH
 LF1477'MUNICIPAL AIRPORT, IN THE GRASS AREA FORMED BY THE TAXIWAY AND RUNWAY
 LF1477'NEAR THE APPROACH END OF RUNWAY 16.  OWNERSHIP--PLATTSMOUTH AIRPORT
 LF1477'AUTHORITY, 506 MAIN STREET, PLATTSMOUTH NE 68048.  AIRPORT MANAGER,
 LF1477'SCOTT HOESER, PHONE (402) 298-8468.  TO REACH THE STATION FROM THE
 LF1477'JUNCTION OF U.S. HIGHWAYS 75, 34 EAST AND STATE HIGHWAY 66 WEST (IN
 LF1477'WEST PLATTSMOUTH), GO SOUTH ON U.S. HIGHWAYS 75/34 FOR 3.05 MI (4.91
 LF1477'KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON CHURCH ROAD FOR
 LF1477'0.35 MI (0.56 KM) TO A GRAVEL ROAD LEFT, TURN LEFT AND GO SOUTHERLY
 LF1477'FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.35 MI (0.56 KM) TO THE TOP
 LF1477'OF A HILL, AIRPORT OFFICE ON RIGHT AND A GATE AHEAD, PASS THROUGH
 LF1477'GATE, BEAR LEFT AND GO SOUTHWEST ACROSS THE APRON THEN A CONNECTOR
 LF1477'TAXIWAY FOR 0.1 MI (0.2 KM) TO A TAXIWAY INTERSECTION, TURN RIGHT AND
 LF1477'GO NORTH-NORTHWEST ON THE PARALLEL TAXIWAY FOR 0.15 MI (0.24 KM) TO
 LF1477'THE STATION ON THE LEFT JUST BEFORE A CONNECTOR TAXIWAY.  THE STATION
 LF1477'IS 125.6 FT (38.3 M) EAST-NORTHEAST OF THE RUNWAY CENTER, 69.5 FT
 LF1477'(21.2 M) WEST-SOUTHWEST OF THE CURVED PARALLEL TAXIWAY CENTER, 43.6 FT
 LF1477'(13.3 M) SOUTH-SOUTHEAST OF THE CONNECTOR TAXIWAY, 39.2 FT (11.9 M)
 LF1477'NORTHWEST OF THE NORTHWEST CORNER OF A SQUARE METAL STORM SEWER GRATE
 LF1477'AND ON LINE WITH THE PAINTED HOLD BAR.  THIS STATION TO BE USED AS
 LF1477'SACS.
 LF1477
 LF1477                          STATION RECOVERY (1997)
 LF1477
 LF1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LF1477'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0434 ***********************************************************************
 LJ0434  DESIGNATION -  CASHEN RESET
 LJ0434  PID         -  LJ0434
 LJ0434  STATE/COUNTY-  NE/RED WILLOW
 LJ0434  USGS QUAD   -  DANBURY (1983)
 LJ0434
 LJ0434                         *CURRENT SURVEY CONTROL
 LJ0434  ___________________________________________________________________
 LJ0434* NAD 83(1995)-  40 06 18.14740(N)    100 27 07.95060(W)     ADJUSTED  
 LJ0434* NAVD 88     -       825.     (meters)    2707.     (feet)  SCALED    
 LJ0434  ___________________________________________________________________
 LJ0434  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LJ0434  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 LJ0434
 LJ0434  HORZ ORDER  -  FIRST
 LJ0434
 LJ0434.The horizontal coordinates were established by classical geodetic methods
 LJ0434.and adjusted by the National Geodetic Survey in August 1997..
 LJ0434
 LJ0434.The orthometric height was scaled from a topographic map.
 LJ0434
 LJ0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0434
 LJ0434.The geoid height was determined by GEOID03.
 LJ0434
 LJ0434;                    North         East     Units Scale Factor Converg.
 LJ0434;SPC NE       -    30,270.073   461,445.350   MT  0.99995418   -0 17 58.8
 LJ0434;SPC KS N     -   199,524.721   190,929.002   MT  1.00006804   -1 33 05.6
 LJ0434;UTM  14      - 4,440,426.409   376,227.786   MT  0.99978859   -0 56 08.2
 LJ0434
 LJ0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0434!SPC NE       -   0.99987435  x   0.99995418  =   0.99982854
 LJ0434!SPC KS N     -   0.99987435  x   1.00006804  =   0.99994238
 LJ0434!UTM  14      -   0.99987435  x   0.99978859  =   0.99966297
 LJ0434
 LJ0434:                Primary Azimuth Mark                     Grid Az
 LJ0434:SPC NE       -  INDIANOLA USBR HQ WATER TOWER            009 26 55.0
 LJ0434:SPC KS N     -  INDIANOLA USBR HQ WATER TOWER            010 42 01.8
 LJ0434:UTM  14      -  INDIANOLA USBR HQ WATER TOWER            010 05 04.4
 LJ0434
 LJ0434|---------------------------------------------------------------------|
 LJ0434| PID    Reference Object                     Distance      Geod. Az  |
 LJ0434|                                                           dddmmss.s |
 LJ0434| LJ0441 INDIANOLA USBR HQ WATER TOWER       APPROX.17.3 KM 0090856.2 |
 LJ0434| LJ0435 INDIANOLA MUNICIPAL TANK            APPROX.15.3 KM 0111052.7 |
 LJ0434| CN8058 CASHEN AZ MK                                       0672419.0 |
 LJ0434| CN8062 CASHEN RM 3                          99.103 METERS 15054     |
 LJ0434| CN8060 CASHEN RM 1                          88.874 METERS 18842     |
 LJ0434| CN8059 CASHEN AZ MK 2                                     2590437.3 |
 LJ0434| CN8061 CASHEN RM 2                          25.561 METERS 27724     |
 LJ0434|---------------------------------------------------------------------|
 LJ0434
 LJ0434                          SUPERSEDED SURVEY CONTROL
 LJ0434
 LJ0434  NAD 83(1986)-  40 06 18.15240(N)    100 27 07.95550(W) AD(       ) 1
 LJ0434  NAD 27      -  40 06 18.13498(N)    100 27 06.42479(W) AD(       ) 1
 LJ0434
 LJ0434.Superseded values are not recommended for survey control.
 LJ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0434.See file dsdata.txt to determine how the superseded data were derived.
 LJ0434
 LJ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7622840426(NAD 83)
 LJ0434_MARKER: DS = TRIANGULATION STATION DISK
 LJ0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0434
 LJ0434  HISTORY     - Date     Condition        Report By
 LJ0434  HISTORY     - 1935     MONUMENTED       CGS
 LJ0434  HISTORY     - 1951     GOOD             CGS
 LJ0434
 LJ0434                          STATION DESCRIPTION
 LJ0434
 LJ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0434'THIS STATION IS LOCATED ON A PROMINENT, TREE-COVERED HILL
 LJ0434'ON THE DIVIDE BETWEEN THE REPUBLICAN RIVER AND BEAVER CREEK,
 LJ0434'ON LAND OWNED BY MR. DAN CASHEN, AND LEASED BY MR. WALTER
 LJ0434'LIEBRANDT, ABOUT 6-1/2 MILES SOUTH AND 7-1/2 MILES EAST OF MC COOK,
 LJ0434'0.3 MILE EAST OF CENTER DIVIDE DISTRICT SCHOOL 50.  0.2
 LJ0434'MILE WEST OF THE EAST END OF A GROVE OF TREES, AT THE
 LJ0434'NORTH EDGE AND NEAR THE CENTER, AND 314 FEET NORTH OF THE
 LJ0434'CENTERLINE OF A GRADED ROAD.  THE MARK IS 27.5 FEET WEST
 LJ0434'OF A 6-INCH ASH TREE AND PROJECTS 8 INCHES.
 LJ0434'
 LJ0434'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE
 LJ0434'STATION, 2 FEET NORTH OF A FENCE LINE, AND 23 FEET NORTH OF
 LJ0434'THE CENTERLINE OF A GRADED ROAD.  THE MARK PROJECTS 4 INCHES.
 LJ0434'
 LJ0434'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE
 LJ0434'STATION, IN THE NORTH EDGE OF THE GROVE OF TREES THE STATION
 LJ0434'IS IN.  THE MARK PROJECTS 2 INCHES.
 LJ0434'
 LJ0434'THE AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION,
 LJ0434'1-1/2 FEET WEST OF A NORTH-AND-SOUTH FENCE LINE, 0.15 MILE
 LJ0434'NORTH OF A GRADED ROAD, AND 0.1 MILE NORTH OF THE EAST END
 LJ0434'OF THE GROVE OF TREES MENTIONED ABOVE.  THE MARK PROJECTS
 LJ0434'6 INCHES.
 LJ0434'
 LJ0434'THE STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 183 AND
 LJ0434'STATE HIGHWAY 8, WHICH IS ABOUT 15 MILES, VIA U.S. HIGHWAY
 LJ0434'183, SOUTH OF MC COOK.  FROM THE JUNCTION DRIVE NORTH ON
 LJ0434'HIGHWAY 183 FOR 4.1 MILES.  AT A POINT WHERE HIGHWAY 183
 LJ0434'TURNS WEST, LEAVE HIGHWAY 183 AND DRIVE EAST ON A GRADED
 LJ0434'ROAD FOR 1.2 MILES, THEN NORTH 1.0 MILE, THEN EAST 5.0 MILES
 LJ0434'TO GRADED CROSSROADS.  TURN LEFT (NORTH) AND GO 1.0 MILE TO
 LJ0434'CENTER DIVIDE, DISTRICT SCHOOL 50.  TURN RIGHT AND DRIVE
 LJ0434'EAST UP AN OLD LANE (GRADED ROAD) ALONG THE SOUTH SIDE OF
 LJ0434'A GROVE OF ASH TREES FOR 0.5 MILE.  LEAVE THE GRADED ROAD
 LJ0434'AT THE EAST END OF THE GROVE OF TREES, AND DRIVE WEST 0.2
 LJ0434'MILE, ALONG THE NORTH SIDE OF THE GROVE OF TREES, TO THE
 LJ0434'HIGHEST GROUND AND THE STATION.
 LJ0434'
 LJ0434'WITH CONSIDERABLE CLEARING A 10-FOOT STAND WAS USED, ALTHOUGH
 LJ0434'THE LINE TO STATION BRYAN WAS OBSTRUCTED BY TREES.  A 20-FOOT
 LJ0434'STAND WOULD CLEAR ALL OF THE LINES.
 LJ0434
 LJ0434                          STATION RECOVERY (1951)
 LJ0434
 LJ0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0434'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 LJ0434'FOUND TO BE IN GOOD CONDITION.  AT THE REQUEST OF THE LAND
 LJ0434'OWNER, THE STATION MARK WAS LOWERED 18 INCHES AND REFERENCE
 LJ0434'MARK NO. 2 WAS REMOVED.  A NEW REFERENCE MARK NO. 3 AND
 LJ0434'AZIMUTH MARK WERE ESTABLISHED.
 LJ0434'
 LJ0434'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0434'
 LJ0434'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH AND 7.0 MILES
 LJ0434'EAST OF MC COOK AND ABOUT 8.0 MILES SOUTH AND 3.0 MILES WEST
 LJ0434'OF INDIANOLA IN A CULTIVATED FIELD JUST SOUTH OF THE HIGHEST
 LJ0434'POINT OF A HILL, 320 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LJ0434'ROAD.  IT IS STAMPED CASHEN 1935 1951 AND IS 18 INCHES BELOW
 LJ0434'THE GROUND SURFACE.
 LJ0434'
 LJ0434'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 28 FEET
 LJ0434'NORTH OF THE CENTER OF AN EAST-WEST ROAD.  IT IS STAMPED
 LJ0434'CASHEN NO 1 1935 AND PROJECTS 8 INCHES.
 LJ0434'
 LJ0434'REFERENCE MARK NO. 3 IS ON THE ROAD RIGHT-OF-WAY, 32 FEET
 LJ0434'NORTH OF THE CENTER OF AN EAST-WEST ROAD.  IT IS STAMPED
 LJ0434'CASHEN NO 3 1935 1951 AND PROJECTS 6 INCHES.
 LJ0434'
 LJ0434'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 203.78 FEET.
 LJ0434'
 LJ0434'THE AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD,
 LJ0434'40 FEET SOUTHWEST OF THE CENTER OF A T INTERSECTION AND 2
 LJ0434'FEET NORTHWEST OF A FENCE CORNER.  IT IS STAMPED CASHEN
 LJ0434'1935 RESET 1951 AND PROJECTS 2 INCHES.
 LJ0434'
 LJ0434'TO REACH THE STATION FROM THE INTERSECTION 2 BLOCKS SOUTH
 LJ0434'OF THE POST OFFICE IN MC COOK, GO EAST FOR 0.3 MILE TO JUNCTION
 LJ0434'OF U.S. HIGHWAYS 83, 34 AND 6, TURN RIGHT AND GO SOUTH ON
 LJ0434'U.S. HIGHWAY 83 FOR 1.0 MILE TO A T ROAD LEFT, TURN LEFT
 LJ0434'AND GO EAST ON GRAVELED ROAD FOR 1.5 MILES TO A T INTERSECTION.
 LJ0434'TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO A T ROAD LEFT, TURN
 LJ0434'LEFT AND GO EAST FOR 2.6 MILES TO A T INTERSECTION, TURN
 LJ0434'RIGHT AND GO SOUTH, EAST AND SOUTH ON MAIN TRAVELED ROAD
 LJ0434'FOR 2.7 MILES TO A T ROAD LEFT.  TURN LEFT AND GO EAST FOR
 LJ0434'4.0 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR 3.0
 LJ0434'MILES TO A T ROAD LEFT AND AZIMUTH MARK JUST SOUTHWEST AS
 LJ0434'DESCRIBED, TURN LEFT AND GO EAST FOR 0.3 MILE TO TOP OF
 LJ0434'HILL.  FROM THIS POINT THE STATION IS JUST NORTH IN
 LJ0434'CULTIVATED FIELD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0759 ***********************************************************************
 LG0759  DESIGNATION -  CATTLE
 LG0759  PID         -  LG0759
 LG0759  STATE/COUNTY-  NE/SEWARD
 LG0759  USGS QUAD   -  SEWARD (1964)
 LG0759
 LG0759                         *CURRENT SURVEY CONTROL
 LG0759  ___________________________________________________________________
 LG0759* NAD 83(1995)-  40 56 55.18892(N)    097 06 03.92283(W)     ADJUSTED  
 LG0759* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 LG0759  ___________________________________________________________________
 LG0759  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 LG0759  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 LG0759
 LG0759  HORZ ORDER  -  FIRST
 LG0759
 LG0759.The horizontal coordinates were established by classical geodetic methods
 LG0759.and adjusted by the National Geodetic Survey in August 1997..
 LG0759
 LG0759.The orthometric height was scaled from a topographic map.
 LG0759
 LG0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0759
 LG0759.The geoid height was determined by GEOID03.
 LG0759
 LG0759;                    North         East     Units Scale Factor Converg.
 LG0759;SPC NE       -   127,922.046   743,971.909   MT  0.99970556   +1 55 16.0
 LG0759;UTM  14      - 4,534,794.415   659,829.296   MT  0.99991442   +1 14 41.2
 LG0759
 LG0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0759!SPC NE       -   0.99992982  x   0.99970556  =   0.99963541
 LG0759!UTM  14      -   0.99992982  x   0.99991442  =   0.99984425
 LG0759
 LG0759|---------------------------------------------------------------------|
 LG0759| PID    Reference Object                     Distance      Geod. Az  |
 LG0759|                                                           dddmmss.s |
 LG0759| CN8069 CATTLE RM 1                          31.312 METERS 07251     |
 LG0759| LG1186 GARLAND MUNICIPAL TANK              APPROX.10.0 KM 0921054.0 |
 LG0759| LG0764 MILFORD MUNICIPAL TANK              APPROX.19.9 KM 1693824.8 |
 LG0759| LG0760 SEWARD COUNTY CTHSE CUPOLA          APPROX. 4.6 KM 1771609.8 |
 LG0759| LG0756 SEWARD MUNICIPAL TANK               APPROX. 4.4 KM 1793941.3 |
 LG0759| CN8067 CATTLE AZ MK                                       1815035.7 |
 LG0759| CN8068 CATTLE AZ MK RESET                                 1842312.5 |
 LG0759| CN8071 CATTLE RM 3                          42.920 METERS 19419     |
 LG0759| LG0757 OMAHA SALT LAKE CITY AWY BN 82      APPROX. 5.4 KM 1971257.9 |
 LG0759| CN8070 CATTLE RM 2                          37.394 METERS 21544     |
 LG0759| LG0796 OMAHA SALT LAKE CITY AWY BN 81      APPROX.21.3 KM 2534605.4 |
 LG0759| LG0795 UTICA ST MARYS CHURCH SPIRE         APPROX.21.7 KM 2544416.6 |
 LG0759|---------------------------------------------------------------------|
 LG0759
 LG0759                          SUPERSEDED SURVEY CONTROL
 LG0759
 LG0759  NAD 83(1986)-  40 56 55.19766(N)    097 06 03.92244(W) AD(       ) 1
 LG0759  NAD 27      -  40 56 55.16174(N)    097 06 02.79538(W) AD(       ) 1
 LG0759
 LG0759.Superseded values are not recommended for survey control.
 LG0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0759.See file dsdata.txt to determine how the superseded data were derived.
 LG0759
 LG0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5982934794(NAD 83)
 LG0759_MARKER: DS = TRIANGULATION STATION DISK
 LG0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0759_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0759
 LG0759  HISTORY     - Date     Condition        Report By
 LG0759  HISTORY     - 1935     MONUMENTED       CGS
 LG0759  HISTORY     - 1947     GOOD             CGS
 LG0759  HISTORY     - 1956     GOOD             CGS
 LG0759  HISTORY     - 1961     GOOD             CGS
 LG0759  HISTORY     - 1967     GOOD             USGS
 LG0759
 LG0759                          STATION DESCRIPTION
 LG0759
 LG0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0759'STATION IS IN THE SOUTHWEST QUARTER SEC. 4, T. 11 N., R. 3 E.,
 LG0759'ABOUT 3 MILES NORTH OF SEWARD, ON PROPERTY OWNED BY MR. CATTLE OF
 LG0759'THE CATTLE NATIONAL BANK OF SEWARD AND OCCUPIED BY MR. NELSON.
 LG0759'
 LG0759'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN SEWARD,
 LG0759'GO NORTH AND WEST ON STATE HIGHWAY 15 FOR 2.9 MILES, TURN RIGHT
 LG0759'(EAST) INTO LANE AND GO ABOUT 100 FEET TO MARK ON RIGHT (SOUTH).
 LG0759'MARK IS 15 FEET SOUTH OF CENTERLINE OF LANE, 1 FOOT NORTH OF
 LG0759'FENCE, 95 FEET EAST OF CENTERLINE OF STATE HIGHWAY 15, AND
 LG0759'PROJECTS 8 INCHES.
 LG0759'
 LG0759'REFERENCE MARK NO. 1 IS EAST BY NORTH OF STATION, 1 FOOT
 LG0759'SOUTH OF FENCE, 10 FEET NORTH OF CENTERLINE OF LANE, AND
 LG0759'PROJECTS 4 INCHES.
 LG0759'
 LG0759'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 1 FOOT EAST OF
 LG0759'FENCE, 30 FEET EAST OF CENTERLINE OF STATE HIGHWAY 15, AND
 LG0759'PROJECTS 6 INCHES.
 LG0759'
 LG0759'AZIMUTH MARK IS SOUTH OF STATION.  TO REACH, GO SOUTH ON
 LG0759'STATE HIGHWAY 15 FOR 0.55 MILE TO MARK ON LEFT (EAST) BY FENCE
 LG0759'CORNER.  MARK IS 1 FOOT EAST OF FENCE, 4 FEET NORTH OF FENCE,
 LG0759'31 FEET EAST OF CENTERLINE OF STATE HIGHWAY 15, AND PROJECTS
 LG0759'2 INCHES.
 LG0759'
 LG0759'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 LG0759
 LG0759                          STATION RECOVERY (1947)
 LG0759
 LG0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0759'THE STATION,REFERENCE MARKS NOS, 1 AND 2,
 LG0759'AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 LG0759'CONDITION.  FOLLOWING IS A COMPLETE DESCRIPTION.
 LG0759'
 LG0759'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF SEWARD, ON
 LG0759'PROPERTY OWNED AND OCCUPIED BY MR. CATTLE OF CATTLE NATIONAL
 LG0759'BANK OF SEWARD.  IT IS ABOUT 225 FEET SOUTH OF THE CATTLE FARM
 LG0759'HOUSE, 125 FEET EAST OF THE CENTER OF STATE HIGHWAY 15 AND 16 FEET
 LG0759'SOUTH OF THE CENTER OF THE DRIVEWAY SET IN EAST-WEST FENCE LINE.
 LG0759'IT IS STAMPED CATTLE 1935 AND PROJECTS 6 INCHES.
 LG0759'
 LG0759'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, 15 FEET
 LG0759'NORTH OF THE CENTER OF THE DRIVEWAY AND 1 FOOT SOUTH OF EAST-WEST
 LG0759'FENCE LINE.  IT IS STAMPED CATTLE NO 1 1935 AND PROJECTS 5 INCHES.
 LG0759'
 LG0759'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 35 FEET EAST
 LG0759'OF THE CENTER OF STATE HIGHWAY 15 AND 10 FEET WEST OF NORTH-SOUTH
 LG0759'FENCE LINE.  IT IS STAMPED CATTLE NO 2 1935 AND PROJECTS 6 INCHES.
 LG0759'
 LG0759'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, 35 FEET
 LG0759'EAST OF THE CENTER OF STATE HIGHWAY 15, 10 FEET WEST OF
 LG0759'NORTH-SOUTH FENCE LINE AND 8 FEET WEST-NORTHWEST OF REA POLE NO
 LG0759'DE 512.  IT IS STAMPED CATTLE AZI 1935 AND PROJECTS 6 INCHES.
 LG0759'
 LG0759'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 LG0759'IN SEWARD, GO NORTH, WEST AND NORTH ON STATE ROUTE 15 FOR 2.5 MILES
 LG0759'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE NORTH ON
 LG0759'STATE ROUTE 15 FOR 0.5 MILE TO THE CATTLE FARM HOUSE ON THE
 LG0759'RIGHT AND STATION AS DESCRIBED.
 LG0759'
 LG0759'OBSERVATIONS MADE FROM A 77 FT TOWER.
 LG0759'
 LG0759'A 74 FOOT SIGNAL AT STATION GARLAND IS VISIBLE AT 37 FEET
 LG0759'
 LG0759'A 74 FOOT SIGNAL AT STATION MIDDLE IS VISIBLE AT 37 FEET
 LG0759'
 LG0759'A 74 FOOT SIGNAL AT STATION MILFORD IS VISIBLE AT 37 FEET
 LG0759'
 LG0759'AN 87 FOOT SIGNAL AT STATION EARNEST 1935 IS V.G.
 LG0759'
 LG0759'A 74 FOOT SIGNAL AT STATION SEWARD IS VISIBLE AT 37 FEET
 LG0759'
 LG0759'A 74 FOOT SIGNAL AT STATION TAMORA IS V.G.
 LG0759'
 LG0759'AN 87 FOOT SIGNAL AT STATION BEAVER 1935 IS V.G.
 LG0759
 LG0759                          STATION RECOVERY (1956)
 LG0759
 LG0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 LG0759'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0759'GOOD CONDITION, EXCEPT THE AZIMUTH MARK AND REFERENCE MARK NO. 2
 LG0759'WHICH WILL BE DESTROYED BY ROAD CONSTRUCTION ON STATE HIGHWAY 15.
 LG0759'THE AZIMUTH MARK AND THE INTERSECTION STATIONS IN SEWARD ARE
 LG0759'NOT VISIBLE FROM THE GROUND AT THE STATION DUE TO A SHELTER BELT
 LG0759'OF TREES ABOUT 1/4 MILE SOUTH OF THE STATION.  GARLAND,
 LG0759'MUNICIPAL WATER TANK WAS USED AS AN INITIAL IN TURNING THE
 LG0759'ANGLES TO THE RESET AZIMUTH MARK AND REFERENCE MARK NO. 3.  A
 LG0759'COMPLETE NEW DESCRIPTION FOLLOWS.
 LG0759'
 LG0759'STATION IS LOCATED ABOUT 3 MILES NORTH OF THE TOWN OF SEWARD IN
 LG0759'THE FARMYARD OF MR. WILLIAM COUFAL WHO OWNS THE LAND, NOW.  IT
 LG0759'IS ABOUT 50 YARDS SOUTH OF THE FARMHOUSE, 102 FEET EAST OF THE
 LG0759'CENTER OF STATE HIGHWAY 15, 32 FEET EAST OF A POWER POLE, AND 15
 LG0759'FEET SOUTH OF THE CENTER OF DRIVEWAY TO FARMYARD.  THE MARK
 LG0759'PROJECTS 8 INCHES AND THE DISK IS STAMPED CATTLE 1935.
 LG0759'
 LG0759'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF THE CENTER OF FARM
 LG0759'DRIVEWAY, 7 FEET WEST OF THE SOUTHEAST CORNER OF FENCE AROUND
 LG0759'FARMHOUSE, AND IN THE SOUTH FENCE.  THE MARK IS FLUSH WITH THE
 LG0759'SURFACE OF THE GROUND AND THE DISK IS STAMPED CATTLE NO 1 1935.
 LG0759'
 LG0759'REFERENCE MARK NO. 3 IS 70 FEET WEST OF THE CENTER OF STATE
 LG0759'HIGHWAY 15, 2 FEET NORTHWEST OF A FENCE CORNER, AND 1 FOOT EAST
 LG0759'OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LG0759'CATTLE NO 3 1935.
 LG0759'
 LG0759'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 70 FEET WEST OF THE
 LG0759'CENTER OF STATE HIGHWAY 15, AND 2 FEET NORTH OF A TELEPHONE POLE.
 LG0759'THE MARK PROJECTS 6 INCHES AND THE DISK WAS STAMPED CATTLE AZI
 LG0759'1935 RESET 1956.
 LG0759'
 LG0759'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN
 LG0759'SEWARD, GO NORTH ON STATE HIGHWAY 15 FOR 2.5 MILES TO THE AZIMUTH
 LG0759'MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON STATE HIGHWAY
 LG0759'15 FOR 0.5 MILE TO WILLIAM COUFALS FARMHOUSE ON THE RIGHT AND
 LG0759'THE STATION AS DESCRIBED.
 LG0759
 LG0759                          STATION RECOVERY (1961)
 LG0759
 LG0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0759'STATION RECOVERED AS DESCRIBED IN 1956 WITH ALL MARKS IN GOOD
 LG0759'CONDITION.  REFERENCE MARK NUMBER 3 IS EAST OF THE HIGHWAY AS
 LG0759'SHOWN IN THE COMPLETE DESCRIPTION BELOW-
 LG0759'
 LG0759'LOCATED, AIRLINE, ABOUT 23 MILES WEST-NORTHWEST OF LINCOLN, 22
 LG0759'MILES SOUTH OF DAVID CITY, AND 3 MILES NORTH OF SEWARD IN THE
 LG0759'NORTH EDGE OF THE VEGETABLE GARDEN ON THE SOUTH SIDE OF THE
 LG0759'DRIVEWAY TO THE FARM HOME OF MR. WILLIAM COUFAL.
 LG0759'
 LG0759'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 LG0759'SQUARE IN SEWARD GO NORTH ON STATE HIGHWAY 15 FOR 2.4 MILES TO
 LG0759'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH 0.5 MILE TO THE
 LG0759'FARM HOUSE ON THE RIGHT AND THE STATION.
 LG0759'
 LG0759'THE STATION MARK, A STANDARD DISK STAMPED CATTLE 1935 CEMENTED IN
 LG0759'THE TOP OF A 10-INCH-DIAMETER CYLINDRICAL CONCRETE MONUMENT
 LG0759'PROJECTING 15 INCHES ABOVE THE GROUND, IS 15 FEET SOUTH OF THE
 LG0759'CENTER OF A DRIVEWAY, 102 FEET EAST OF THE CENTERLINE OF STATE
 LG0759'HIGHWAY 15, AND 32 FEET EAST OF THE END POST OF A NORTH-SOUTH
 LG0759'FENCE.
 LG0759'
 LG0759'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED CATTLE NO 1
 LG0759'1935 CEMENTED IN THE TOP OF A 10-INCH-DIAMETER CYLINDRICAL CONCRETE
 LG0759'MONUMENT 2 INCHES BELOW THE SURFACE OF THE GROUND, IS 0.2 FOOT
 LG0759'NORTH OF THE SOUTH YARD FENCE, 7 FEET WEST OF THE SOUTHEAST
 LG0759'FENCE CORNER, AND 13.2 FEET NORTH OF THE CENTER OF THE DRIVEWAY
 LG0759'AT ABOUT THE SAME ELEVATION AS THE STATION.
 LG0759'
 LG0759'REFERENCE MARK NUMBER THREE, A STANDARD DISK STAMPED CATTLE NO
 LG0759'3 1935 CEMENTED IN THE TOP OF A 10-INCH-DIAMETER CYLINDRICAL
 LG0759'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND, IS 69.6
 LG0759'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 15, 1.2 FEET EAST OF
 LG0759'THE EAST RIGHT-OF-WAY FENCE AND 3.0 FEET NORTHWEST OF A FENCE
 LG0759'INTERSECTION, AT ABOUT THE SAME ELEVATION AS THE STATION.
 LG0759'
 LG0759'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CATTLE
 LG0759'AZI 1935 RESET 1956 CEMENTED IN THE TOP OF A 10-INCH-SQUARE
 LG0759'CONCRETE MONUMENT PROJECTING 1 INCH ABOVE THE SURFACE OF THE
 LG0759'GROUND, IS 1.2 FEET EAST OF A NORTH-SOUTH FENCE, 2.3 FEET
 LG0759'NORTHEAST OF TELEPHONE POLE NUMBER 9, AND 69.2 FEET WEST OF THE
 LG0759'CENTER OF STATE HIGHWAY 15.
 LG0759
 LG0759                          STATION RECOVERY (1967)
 LG0759
 LG0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJH)
 LG0759'DESCRIPTION IS ADEQUATE.
 LG0759'
 LG0759'STATION MARK, AZIMUTH MARK, RM NO. 1, AND RM NO. 3 FOUND IN
 LG0759'GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0227 ***********************************************************************
 ML0227  DESIGNATION -  CC 13
 ML0227  PID         -  ML0227
 ML0227  STATE/COUNTY-  NE/NANCE
 ML0227  USGS QUAD   -  BELGRADE SW (1955)
 ML0227
 ML0227                         *CURRENT SURVEY CONTROL
 ML0227  ___________________________________________________________________
 ML0227* NAD 83(1986)-  41 18 29.     (N)    098 10 29.     (W)     SCALED    
 ML0227* NAVD 88     -       543.608  (meters)    1783.49   (feet)  ADJUSTED  
 ML0227  ___________________________________________________________________
 ML0227  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 ML0227  DYNAMIC HT  -         543.348 (meters)    1782.63  (feet)  COMP
 ML0227  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 ML0227
 ML0227  VERT ORDER  -  SECOND    CLASS 0
 ML0227
 ML0227.The horizontal coordinates were scaled from a topographic map and have
 ML0227.an estimated accuracy of +/- 6 seconds.
 ML0227
 ML0227.The orthometric height was determined by differential leveling
 ML0227.and adjusted by the National Geodetic Survey in June 1991..
 ML0227
 ML0227.The geoid height was determined by GEOID03.
 ML0227
 ML0227.The dynamic height is computed by dividing the NAVD 88
 ML0227.geopotential number by the normal gravity value computed on the
 ML0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0227.degrees latitude (g = 980.6199 gals.).
 ML0227
 ML0227.The modeled gravity was interpolated from observed gravity values.
 ML0227
 ML0227;                    North         East    Units  Estimated Accuracy
 ML0227;SPC NE       -   165,340.      652,790.      MT  (+/- 180 meters Scaled)
 ML0227
 ML0227                          SUPERSEDED SURVEY CONTROL
 ML0227
 ML0227  NGVD 29 (??/??/92)  543.378  (m)         1782.73   (f) ADJ UNCH    2 0
 ML0227
 ML0227.Superseded values are not recommended for survey control.
 ML0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0227.See file dsdata.txt to determine how the superseded data were derived.
 ML0227
 ML0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL690732(NAD 83)
 ML0227_MARKER: DD = SURVEY DISK
 ML0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0227_STAMPING: CC 13
 ML0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0227+STABILITY: SURFACE MOTION
 ML0227
 ML0227  HISTORY     - Date     Condition        Report By
 ML0227  HISTORY     - UNK      MONUMENTED       BOR
 ML0227  HISTORY     - 1950     GOOD             NGS
 ML0227
 ML0227                          STATION DESCRIPTION
 ML0227
 ML0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0227'12.3 MI E FROM CUSHING.
 ML0227'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0227'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 5.4
 ML0227'MILES EAST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 100 FEET
 ML0227'NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 49 FEET NORTH
 ML0227'OF THE CENTER LINE OF THE ROAD LEADING WEST, 48 FEET EAST OF
 ML0227'THE CENTER OF A GATE, 90 FEET NORTHEAST OF BENCH MARK 10-64
 ML0227'(U.S.B.R.), 6 FEET EAST OF A POWER POLE, 0.5 FOOT SOUTH OF A
 ML0227'FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0227'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0238 ***********************************************************************
 ML0238  DESIGNATION -  CC 19
 ML0238  PID         -  ML0238
 ML0238  STATE/COUNTY-  NE/NANCE
 ML0238  USGS QUAD   -  BELGRADE SE (1955)
 ML0238
 ML0238                         *CURRENT SURVEY CONTROL
 ML0238  ___________________________________________________________________
 ML0238* NAD 83(1986)-  41 19 47.     (N)    098 03 33.     (W)     SCALED    
 ML0238* NAVD 88     -       514.720  (meters)    1688.71   (feet)  ADJUSTED  
 ML0238  ___________________________________________________________________
 ML0238  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 ML0238  DYNAMIC HT  -         514.476 (meters)    1687.91  (feet)  COMP
 ML0238  MODELED GRAV-     980,131.8   (mgal)                       NAVD 88
 ML0238
 ML0238  VERT ORDER  -  SECOND    CLASS 0
 ML0238
 ML0238.The horizontal coordinates were scaled from a topographic map and have
 ML0238.an estimated accuracy of +/- 6 seconds.
 ML0238
 ML0238.The orthometric height was determined by differential leveling
 ML0238.and adjusted by the National Geodetic Survey in June 1991..
 ML0238
 ML0238.The geoid height was determined by GEOID03.
 ML0238
 ML0238.The dynamic height is computed by dividing the NAVD 88
 ML0238.geopotential number by the normal gravity value computed on the
 ML0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0238.degrees latitude (g = 980.6199 gals.).
 ML0238
 ML0238.The modeled gravity was interpolated from observed gravity values.
 ML0238
 ML0238;                    North         East    Units  Estimated Accuracy
 ML0238;SPC NE       -   167,960.      662,410.      MT  (+/- 180 meters Scaled)
 ML0238
 ML0238                          SUPERSEDED SURVEY CONTROL
 ML0238
 ML0238  NGVD 29 (??/??/92)  514.495  (m)         1687.97   (f) ADJ UNCH    2 0
 ML0238
 ML0238.Superseded values are not recommended for survey control.
 ML0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0238.See file dsdata.txt to determine how the superseded data were derived.
 ML0238
 ML0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL787757(NAD 83)
 ML0238_MARKER: DD = SURVEY DISK
 ML0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0238_STAMPING: CC 19
 ML0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0238+STABILITY: SURFACE MOTION
 ML0238
 ML0238  HISTORY     - Date     Condition        Report By
 ML0238  HISTORY     - UNK      MONUMENTED       BOR
 ML0238  HISTORY     - 1950     GOOD             NGS
 ML0238
 ML0238                          STATION DESCRIPTION
 ML0238
 ML0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0238'6.5 MI SW FROM FULLERTON.
 ML0238'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0238'FULLERTON, THENCE 5.3 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0238'ON THE OUTSIDE OF A CURVE IN THE ROAD, 110 FEET SOUTHEAST OF A
 ML0238'FARMHOUSE, IN THE SOUTHEAST CORNER OF A GARDEN, 123 FEET
 ML0238'NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 20 FEET WEST
 ML0238'OF THE CENTER LINE OF A PRIVATE DRIVEWAWY, 13 FEET NORTHWEST
 ML0238'OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF A FENCE CORNER,
 ML0238'0.5 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0238'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0198 ***********************************************************************
 ML0198  DESIGNATION -  CC 2
 ML0198  PID         -  ML0198
 ML0198  STATE/COUNTY-  NE/HOWARD
 ML0198  USGS QUAD   -  WOLBACH SW (1974)
 ML0198
 ML0198                         *CURRENT SURVEY CONTROL
 ML0198  ___________________________________________________________________
 ML0198* NAD 83(1986)-  41 17 08.     (N)    098 24 09.     (W)     SCALED    
 ML0198* NAVD 88     -       549.387  (meters)    1802.45   (feet)  ADJUSTED  
 ML0198  ___________________________________________________________________
 ML0198  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 ML0198  DYNAMIC HT  -         549.113 (meters)    1801.55  (feet)  COMP
 ML0198  MODELED GRAV-     980,107.9   (mgal)                       NAVD 88
 ML0198
 ML0198  VERT ORDER  -  SECOND    CLASS 0
 ML0198
 ML0198.The horizontal coordinates were scaled from a topographic map and have
 ML0198.an estimated accuracy of +/- 6 seconds.
 ML0198
 ML0198.The orthometric height was determined by differential leveling
 ML0198.and adjusted by the National Geodetic Survey in June 1991..
 ML0198
 ML0198.The geoid height was determined by GEOID03.
 ML0198
 ML0198.The dynamic height is computed by dividing the NAVD 88
 ML0198.geopotential number by the normal gravity value computed on the
 ML0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0198.degrees latitude (g = 980.6199 gals.).
 ML0198
 ML0198.The modeled gravity was interpolated from observed gravity values.
 ML0198
 ML0198;                    North         East    Units  Estimated Accuracy
 ML0198;SPC NE       -   162,470.      633,770.      MT  (+/- 180 meters Scaled)
 ML0198
 ML0198                          SUPERSEDED SURVEY CONTROL
 ML0198
 ML0198  NGVD 29 (??/??/92)  549.146  (m)         1801.66   (f) ADJ UNCH    2 0
 ML0198
 ML0198.Superseded values are not recommended for survey control.
 ML0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0198.See file dsdata.txt to determine how the superseded data were derived.
 ML0198
 ML0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL500706(NAD 83)
 ML0198_MARKER: DD = SURVEY DISK
 ML0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0198_STAMPING: CC 2
 ML0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0198+STABILITY: SURFACE MOTION
 ML0198
 ML0198  HISTORY     - Date     Condition        Report By
 ML0198  HISTORY     - UNK      MONUMENTED       BOR
 ML0198  HISTORY     - 1950     GOOD             NGS
 ML0198
 ML0198                          STATION DESCRIPTION
 ML0198
 ML0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0198'2.5 MI SW FROM CUSHING.
 ML0198'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 ML0198'AT CUSHING, 150 FEET WEST OF THE CENTER LINE OF A NORTH AND
 ML0198'SOUTH ROAD, 72 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 ML0198'FARMHOUSE, 37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0198'0.5 FOOT WEST OF A WITNESS POST, 15 FEET EAST OF THE CENTER
 ML0198'LINE OF A PRIVATE DRIVEWAY, SET IN THE TOP OF A CONCRETE POST
 ML0198'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4152 ***********************************************************************
 AB4152  SACS        -  This is a Secondary Airport Control Station.
 AB4152  DESIGNATION -  CDR C
 AB4152  PID         -  AB4152
 AB4152  STATE/COUNTY-  NE/DAWES
 AB4152  USGS QUAD   -  CHADRON WEST (1980)
 AB4152
 AB4152                         *CURRENT SURVEY CONTROL
 AB4152  ___________________________________________________________________
 AB4152* NAD 83(1995)-  42 50 36.73903(N)    103 05 28.74158(W)     ADJUSTED  
 AB4152* NAVD 88     -       998.20   (meters)    3274.9    (feet)  GPS OBS   
 AB4152  ___________________________________________________________________
 AB4152  X           -  -1,061,058.601 (meters)                     COMP
 AB4152  Y           -  -4,562,759.876 (meters)                     COMP
 AB4152  Z           -   4,315,440.166 (meters)                     COMP
 AB4152  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 AB4152  ELLIP HEIGHT-         980.28  (meters)          (01/08/02) GPS OBS
 AB4152  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 AB4152
 AB4152  HORZ ORDER  -  FIRST
 AB4152  ELLP ORDER  -  FIFTH     CLASS II
 AB4152
 AB4152.This mark is at Chadron Municipal Airport (CDR)
 AB4152
 AB4152.The horizontal coordinates were established by GPS observations
 AB4152.and adjusted by the National Geodetic Survey in September 1998..
 AB4152
 AB4152.The orthometric height was determined by GPS observations and a
 AB4152.high-resolution geoid model.
 AB4152
 AB4152.GPS derived orthometric heights for airport stations designated as
 AB4152.PACS or SACS are published to 2 decimal places.  This maintains
 AB4152.centimeter relative accuracy between the PACS and SACS.  It does
 AB4152.not indicate centimeter accuracy relative to other marks which are
 AB4152.part of the NAVD 88 network.
 AB4152
 AB4152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4152
 AB4152.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4152
 AB4152.The ellipsoidal height was determined by GPS observations
 AB4152.and is referenced to NAD 83.
 AB4152
 AB4152.The geoid height was determined by GEOID03.
 AB4152
 AB4152;                    North         East     Units Scale Factor Converg.
 AB4152;SPC NE       -   338,757.341   247,363.397   MT  0.99993200   -2 02 55.0
 AB4152;UTM  13      - 4,745,207.173   655,969.975   MT  0.99989928   +1 17 53.4
 AB4152
 AB4152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4152!SPC NE       -   0.99984629  x   0.99993200  =   0.99977830
 AB4152!UTM  13      -   0.99984629  x   0.99989928  =   0.99974559
 AB4152
 AB4152                          SUPERSEDED SURVEY CONTROL
 AB4152
 AB4152  ELLIP H (09/17/98)  980.34   (m)                       GP(       ) 5 2
 AB4152
 AB4152.Superseded values are not recommended for survey control.
 AB4152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4152.See file dsdata.txt to determine how the superseded data were derived.
 AB4152
 AB4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5597045207(NAD 83)
 AB4152_MARKER: DD = SURVEY DISK
 AB4152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4152_STAMPING: CDR C 1994
 AB4152_MARK LOGO: NOS   
 AB4152_PROJECTION: FLUSH
 AB4152_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4152+STABILITY: SURFACE MOTION
 AB4152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4152+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1997
 AB4152
 AB4152  HISTORY     - Date     Condition        Report By
 AB4152  HISTORY     - 1994     MONUMENTED       NOS
 AB4152  HISTORY     - 19940615 GOOD             NGS
 AB4152  HISTORY     - 19950826 GOOD             NGS
 AB4152  HISTORY     - 19970718 GOOD             NGS
 AB4152
 AB4152                          STATION DESCRIPTION
 AB4152
 AB4152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AB4152'THE STATION IS LOCATED IN THE SECTION OF THE AIRPORT ATOP A SLIGHT
 AB4152'RIDGE.  183 FT (55.8 M) NW OF THE NW EDGE OF RUNWAY 2-20, 57.2 FT
 AB4152'(17.4 M) SE OF A FENCE, 215 FT (65.5 M) SOUTH OF A T INTERSECTION IN A
 AB4152'FENCE, 300.2 FT (91.5 M) WEST OF A FENCE CORNER.  THE MARK IS A
 AB4152'STANDARD NOS DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AB4152'THE DISK IS STAMPED CDR C 1994.
 AB4152
 AB4152                          STATION RECOVERY (1995)
 AB4152
 AB4152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4152'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF
 AB4152'WHITNEY, 5.0 MI (8.0 KM) WEST OF CHADRON AND AT THE CHADRON MUNICIPAL
 AB4152'AIRPORT.  OWNERSHIP--CITY OF CHADRON, CITY HALL, 234 MAIN STREET,
 AB4152'CHADRON NE 69337.  AIRPORT MANAGER IS BUID KRAEMER, PHONE (308)
 AB4152'432-4444.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 385
 AB4152'SOUTH AND 20 ON THE WEST SIDE OF CHADRON, GO WEST ON US HIGHWAY 20/385
 AB4152'FOR 2.2 MI (3.5 KM) TO A FORK RIGHT (US 385 NORTH), CONTINUE AHEAD AND
 AB4152'GO WEST ON US HIGHWAY 20 FOR 0.85 MI (1.37 KM) TO A PAVED ROAD RIGHT
 AB4152'(JUST AFTER CROSSING A BRIDGE), TURN RIGHT AND GO WEST FOLLOWING THE
 AB4152'PAVED ROAD FOR 0.95 MI (1.53 KM) TO THE AIRPORT ENTRANCE RIGHT, TURN
 AB4152'RIGHT, THEN LEFT AND GO WESTERLY ON A GRAVEL ROAD PASSING SOUTH AND
 AB4152'WEST OF A HANGAR FOR 0.1 MI (0.2 KM) TO A GATE AND THE APRON AHEAD,
 AB4152'PASS THROUGH GATE, BEAR RIGHT AND GO NORTHEAST ACROSS THE APRON FOR
 AB4152'0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO NORTHWEST ON THE
 AB4152'TAXIWAY FOR 0.3 MI (0.5 KM) TO THE RUNWAY, TURN RIGHT AND GO NORTHEAST
 AB4152'ON THE RUNWAY FOR 0.15 MI (0.24 KM) TO A CROSS RUNWAY, CONTINUE AHEAD
 AB4152'AND GO NORTHEAST ON THE RUNWAY FOR 0.7 MI (1.1 KM) TO THE STATION ATOP
 AB4152'A SLIGHT RIDGE ON THE LEFT.  THE STATION IS ABOUT 4.0 FT (1.2 M)
 AB4152'HIGHER THAN THE RUNWAY, 233.0 FT (71.0 M) NORTHWEST OF THE RUNWAY
 AB4152'CENTER, 212.5 FT (64.8 M) NORTH-NORTHWEST FROM A RUNWAY LIGHT (59),
 AB4152'188.5 FT (57.5 M) WEST-NORTHWEST FROM A RUNWAY LIGHT (61), 57.2 FT
 AB4152'(17.4 M) SOUTHEAST OF A WITNESS POST SET IN A FENCE LINE, 1.2 FT (0.4
 AB4152'M) SOUTHWEST OF A WITNESS POST AND 1.1 FT (0.3 M) NORTHEAST OF A
 AB4152'WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4152
 AB4152                          STATION RECOVERY (1997)
 AB4152
 AB4152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4152'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1916 ***********************************************************************
 MK1916  DESIGNATION -  CEDAR
 MK1916  PID         -  MK1916
 MK1916  STATE/COUNTY-  NE/YORK
 MK1916  USGS QUAD   -  DURANT (1965)
 MK1916
 MK1916                         *CURRENT SURVEY CONTROL
 MK1916  ___________________________________________________________________
 MK1916* NAD 83(1995)-  41 01 02.63847(N)    097 41 22.07090(W)     ADJUSTED  
 MK1916* NAVD 88     -       529.     (meters)    1736.     (feet)  SCALED    
 MK1916  ___________________________________________________________________
 MK1916  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 MK1916  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 MK1916
 MK1916  HORZ ORDER  -  FIRST
 MK1916
 MK1916.The horizontal coordinates were established by classical geodetic methods
 MK1916.and adjusted by the National Geodetic Survey in August 1997..
 MK1916
 MK1916.The orthometric height was scaled from a topographic map.
 MK1916
 MK1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1916
 MK1916.The geoid height was determined by GEOID03.
 MK1916
 MK1916;                    North         East     Units Scale Factor Converg.
 MK1916;SPC NE       -   134,058.550   694,263.772   MT  0.99969470   +1 31 52.3
 MK1916;UTM  14      - 4,541,515.716   610,190.434   MT  0.99974944   +0 51 36.6
 MK1916
 MK1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1916!SPC NE       -   0.99992106  x   0.99969470  =   0.99961578
 MK1916!UTM  14      -   0.99992106  x   0.99974944  =   0.99967052
 MK1916
 MK1916:                Primary Azimuth Mark                     Grid Az
 MK1916:SPC NE       -  STROMSBURG MUNICIPAL STANDPIPE           034 45 32.3
 MK1916:UTM  14      -  STROMSBURG MUNICIPAL STANDPIPE           035 25 48.0
 MK1916
 MK1916|---------------------------------------------------------------------|
 MK1916| PID    Reference Object                     Distance      Geod. Az  |
 MK1916|                                                           dddmmss.s |
 MK1916| MK1914 STROMSBURG MUNICIPAL STANDPIPE      APPROX.13.3 KM 0361724.6 |
 MK1916| CN8088 CEDAR RM 1                           25.500 METERS 03645     |
 MK1916| MK1917 CEDAR RM 3                           29.585 METERS 04521     |
 MK1916| LG0920 BRADSHAW MUNICIPAL STANDPIPE        APPROX.15.6 KM 1980107.1 |
 MK1916| CN8087 CEDAR AZ MK                                        2821634.9 |
 MK1916| MK1927 HORDVILLE MUNICIPAL TANK            APPROX.18.0 KM 2922812.2 |
 MK1916| MK1924 POLK MUNICIPAL TANK                 APPROX.10.0 KM 3073817.3 |
 MK1916| CN8089 CEDAR RM 2                           28.510 METERS 31522     |
 MK1916| CN8091 CEDAR RM 4                           21.323 METERS 34341     |
 MK1916|---------------------------------------------------------------------|
 MK1916
 MK1916                          SUPERSEDED SURVEY CONTROL
 MK1916
 MK1916  NAD 83(1986)-  41 01 02.64727(N)    097 41 22.07377(W) AD(       ) 1
 MK1916  NAD 27      -  41 01 02.59400(N)    097 41 20.87500(W) AD(       ) 1
 MK1916
 MK1916.Superseded values are not recommended for survey control.
 MK1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1916.See file dsdata.txt to determine how the superseded data were derived.
 MK1916
 MK1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1019041516(NAD 83)
 MK1916_MARKER: DS = TRIANGULATION STATION DISK
 MK1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1916
 MK1916  HISTORY     - Date     Condition        Report By
 MK1916  HISTORY     - 1950     MONUMENTED       CGS
 MK1916  HISTORY     - 1966     GOOD             CGS
 MK1916
 MK1916                          STATION DESCRIPTION
 MK1916
 MK1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1916'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-NORTHWEST OF
 MK1916'BENEDICT, 6-1/2 MILES SOUTHEAST OF POLK, ALONG THE SOUTH SIDE OF A
 MK1916'DIRT ROAD AND IN FRONT OF A VACANT FARM HOUSE.  IT IS 100 FEET
 MK1916'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 38 FEET
 MK1916'SOUTH OF THE CENTERLINE OF THE ROAD AND 23 FEET NORTH-NORTHEAST OF
 MK1916'THE EAST ONE OF TWO CEDAR TREES.  THE MARK IS 12 INCHES BELOW THE
 MK1916'SURFACE OF THE GROUND AND THE DISK IS STAMPED CEDAR 1950.
 MK1916'
 MK1916'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTERLINE OF THE ROAD
 MK1916'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6
 MK1916'INCHES AND THE DISK IS STAMPED CEDAR NO 1 1950.
 MK1916'
 MK1916'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE CENTERLINE OF THE ROAD
 MK1916'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6
 MK1916'INCHES AND THE DISK IS STAMPED CEDAR NO 2 1950.
 MK1916'
 MK1916'AZIMUTH MARK IS 34 FEET EAST OF THE CENTERLINE OF A NORTH AND SOUTH
 MK1916'ROAD, 2 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF THE
 MK1916'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MK1916'STAMPED CEDAR 1950.
 MK1916'
 MK1916'TO REACH FROM THE JUNCTION OF THE MAIN STREET AND STATE HIGHWAY 66 IN
 MK1916'POLK, GO EAST ON HIGHWAY 66 FOR 4.7 MILES TO CROSSROADS, TURN RIGHT
 MK1916'(SOUTH) 4.05 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH
 MK1916'0.05 MILE TO CROSSROADS, TURN LEFT (EAST) 0.2 MILE TO TOP OF GRADE
 MK1916'AND A FARM HOUSE ON THE RIGHT WITH TWO LONE CEDAR TREES.  THE
 MK1916'STATION IS JUST NORTH-NORTHEAST OF THE EAST TREE.
 MK1916'
 MK1916'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MK1916
 MK1916                          STATION RECOVERY (1966)
 MK1916
 MK1916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1916'STATION AND AZIMUTH MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 MK1916'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND LAYING ON TOP OF THE
 MK1916'GROUND.  THEREFORE REFERENCE MARKS NO. 3 AND NO. 4 WERE
 MK1916'ESTABLISHED.  THE VACANT HOUSE MENTIONED IN THE 1950 DESCRIPTION
 MK1916'IS NO LONGER THERE.  THE LOCATION AND ROUTE TO THE STATION WERE
 MK1916'FOUND CORRECT.
 MK1916'
 MK1916'STATION, IS 34-1/2 FEET SOUTH OF THE APPROXIMATE CENTER OF GRAVELED
 MK1916'ROAD, 4 FEET SOUTHEAST OF A TELEPHONE POLE, 2.7 FEET SOUTHEAST OF
 MK1916'WITNESS POST AND 2 FEET SOUTH OF FENCELINE.  IT IS MARKED BY A
 MK1916'STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A 12X12 INCH
 MK1916'CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE SURFACE OF THE
 MK1916'GROUND.  THE DISK IS STAMPED CEDAR 1950.
 MK1916'
 MK1916'AZIMUTH MARK, IS 52 FEET NORTH OF TELEPHONE POLE, 32 FEET EAST OF
 MK1916'THE APPROXIMATE CENTER OF GRAVELED ROAD, 3 FEET SOUTH OF WOODEN
 MK1916'WITNESS POST, 2 FEET NORTH-NORTHWEST OF METAL WITNESS POST WITH
 MK1916'SIGN AND 1 FOOT WEST OF FENCELINE.  IT IS MARKED BY A STANDARD
 MK1916'AZIMUTH MARK DISK SET IN THE TOP OF A 12X12 INCH CONCRETE
 MK1916'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK
 MK1916'IS STAMPED CEDAR 1950.
 MK1916'
 MK1916'REFERENCE MARK NO. 4, IS 33 FEET NORTH OF THE APPROXIMATE CENTER OF
 MK1916'GRAVELED ROAD AND 1.5 FEET SOUTH OF FENCELINE.  IT IS MARKED BY A
 MK1916'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE
 MK1916'CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 MK1916'THE DISK IS STAMPED CEDAR NO 4 1950 1966.
 MK1916'
 MK1916'REFERENCE MARK NO. 3, IS 33 FEET NORTH OF THE APPROXIMATE CENTER OF
 MK1916'GRAVELED ROAD AND 0.5 FEET SOUTH OF FENCELINE.  IT IS MARKED BY A
 MK1916'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE
 MK1916'CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 MK1916'THE DISK IS STAMPED CEDAR NO 3 1950 1966.
 MK1916'
 MK1916'A TOWER COULD NOT BE ERECTED OVER THE STATION MARK AT THIS TIME DUE
 MK1916'TO TELEPHONE LINE.  REFERENCE MARK NO. 3 WAS OCCUPIED AT THIS
 MK1916'TIME.
 MK1916'
 MK1916'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NO. 3, DISTANCE
 MK1916'BEING 29.587 METERS OR 97.07 FEET.
 MK1916'
 MK1916'DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 IS
 MK1916'27.028 METERS OR 88.67 FEET.
 MK1916'
 MK1916'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 MK1916'WEST-SOUTHWEST OF BENIDICT.
 MK1916'
 MK1916'HEIGHT OF TRIPOD ABOVE STATION MARK 4.82 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1750 ***********************************************************************
 NM1750  DESIGNATION -  CEDAR
 NM1750  PID         -  NM1750
 NM1750  STATE/COUNTY-  NE/CEDAR
 NM1750  USGS QUAD   -  HARTINGTON (1968)
 NM1750
 NM1750                         *CURRENT SURVEY CONTROL
 NM1750  ___________________________________________________________________
 NM1750* NAD 83(1995)-  42 35 32.00858(N)    097 18 53.35330(W)     ADJUSTED  
 NM1750* NAVD 88     -       509.     (meters)    1670.     (feet)  SCALED    
 NM1750  ___________________________________________________________________
 NM1750  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 NM1750  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 NM1750
 NM1750  HORZ ORDER  -  FIRST
 NM1750
 NM1750.The horizontal coordinates were established by classical geodetic methods
 NM1750.and adjusted by the National Geodetic Survey in August 1997..
 NM1750
 NM1750.The orthometric height was scaled from a topographic map.
 NM1750
 NM1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1750
 NM1750.The geoid height was determined by GEOID03.
 NM1750
 NM1750;                    North         East     Units Scale Factor Converg.
 NM1750;SPC NE       -   309,747.441   720,323.483   MT  0.99983866   +1 46 46.1
 NM1750;UTM  14      - 4,716,909.939   638,262.740   MT  0.99983520   +1 08 26.4
 NM1750
 NM1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1750!SPC NE       -   0.99992414  x   0.99983866  =   0.99976282
 NM1750!UTM  14      -   0.99992414  x   0.99983520  =   0.99975936
 NM1750
 NM1750:                Primary Azimuth Mark                     Grid Az
 NM1750:SPC NE       -  HARTINGTON MUNICIPAL TANK                045 00 55.0
 NM1750:UTM  14      -  HARTINGTON MUNICIPAL TANK                045 39 14.7
 NM1750
 NM1750|---------------------------------------------------------------------|
 NM1750| PID    Reference Object                     Distance      Geod. Az  |
 NM1750|                                                           dddmmss.s |
 NM1750| NM1749 HARTINGTON MUNICIPAL TANK           APPROX. 4.6 KM 0464741.1 |
 NM1750| CO2814 CEDAR RM 1                                         07516     |
 NM1750| CO2815 CEDAR RM 2                                         10336     |
 NM1750| NM1748 COLERIDGE MUNICIPAL TANK            APPROX.13.0 KM 1380011.9 |
 NM1750| CO2813 CEDAR AZ MK                                        1720752.7 |
 NM1750|---------------------------------------------------------------------|
 NM1750
 NM1750                          SUPERSEDED SURVEY CONTROL
 NM1750
 NM1750  NAD 83(1986)-  42 35 32.01517(N)    097 18 53.34533(W) AD(       ) 1
 NM1750  NAD 27      -  42 35 32.01400(N)    097 18 52.14500(W) AD(       ) 1
 NM1750
 NM1750.Superseded values are not recommended for survey control.
 NM1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1750.See file dsdata.txt to determine how the superseded data were derived.
 NM1750
 NM1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3826316910(NAD 83)
 NM1750_MARKER: DS = TRIANGULATION STATION DISK
 NM1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1750_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1750
 NM1750  HISTORY     - Date     Condition        Report By
 NM1750  HISTORY     - 1935     MONUMENTED       CGS
 NM1750  HISTORY     - 1940     GOOD             CGS
 NM1750
 NM1750                          STATION DESCRIPTION
 NM1750
 NM1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1750'STATION IS LOCATED IN SEC. 9, T. 30 N., R. 1 E., ABOUT 2-1/2
 NM1750'MILES SOUTH AND 2-1/2 MILES WEST OF HARTINGTON, ON PROPERTY
 NM1750'OWNED BY MR. BRANDOW.
 NM1750'
 NM1750'TO REACH FROM THE HARTINGTON HOTEL IN HARTINGTON, GO WEST
 NM1750'FOR 0.2 MILE, TURN LEFT (SOUTH) ONTO STATE HIGHWAY 84, GO
 NM1750'0.6 MILE, TURN RIGHT (WEST) GO 1.0 MILE, TURN LEFT (SOUTH),
 NM1750'GO 1.5 MILES, TURN RIGHT (WEST) THROUGH GATE AT FENCE CORNER
 NM1750'AND ACROSS CULTIVATED FIELD, GO 0.35 MILE TO TOP OF HIGH
 NM1750'PROMINENT KNOLL AND STATION.  MARK IS 10 INCHES BELOW SURFACE.
 NM1750'UNDERGROUND MARK IS 34 INCHES BELOW SURFACE.
 NM1750'
 NM1750'REFERENCE MARK NO. 1 IS 0.3 MILE EAST BY NORTH OF STATION,
 NM1750'IN FENCE LINE, 1 FOOT EAST OF FENCE, 40 FEET WEST OF CENTERLINE
 NM1750'OF ROAD, AND PROJECTS 4 INCHES.
 NM1750'
 NM1750'REFERENCE MARK NO. 2 IS 0.3 MILE EAST BY SOUTH OF STATION,
 NM1750'IN FENCE LINE, 1 FOOT WEST OF FENCE, 45 FEET WEST OF CENTERLINE
 NM1750'OF ROAD, 85 FEET NORTH OF FENCE CORNER, AND PROJECTS 4 INCHES
 NM1750'
 NM1750'AZIMUTH MARK IS SOUTH BY EAST OF STATION.  TO REACH, GO 0.35
 NM1750'MILE ACROSS FIELD TO ROAD, TURN RIGHT (SOUTH), GO 2.1 MILES TO
 NM1750'MARK ON LEFT (EAST).  MARK IS 1 FOOT WEST OF FENCE, 30 FEET
 NM1750'EAST OF CENTERLINE OF ROAD, 55 FEET SOUTH OF FENCE CORNER, AND
 NM1750'PROJECTS 6 INCHES.
 NM1750'
 NM1750'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 NM1750
 NM1750                          STATION RECOVERY (1940)
 NM1750
 NM1750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1750'STATION RECOVERED AS DESCRIBED BY C.I.A. IN 1935.  ALL MARKS
 NM1750'FOUND IN GOOD CONDITION.
 NM1750'
 NM1750'DUE TO SLIGHT CHANGES IN HIGHWAYS, A NEW DESCRIPTION TO REACH
 NM1750'STATION IS NECESSARY.
 NM1750'
 NM1750'TO REACH STATION FROM THE HARTINGTON HOTEL IN HARTINGTON,
 NM1750'GO WEST 0.2 MILE TO STATE HIGHWAY 84, TURN LEFT (SOUTH) ON
 NM1750'STATE HIGHWAY 84 AND GO 0.6 MILE TO A CURVE TO THE RIGHT
 NM1750'(WEST), TURN RIGHT AND GO 2 MILES TO A DIRT ROAD LEFT (SOUTH),
 NM1750'TURN LEFT AND GO 1.5 MILES TO A GATE AT A FENCE CORNER ON
 NM1750'THE RIGHT (WEST) SIDE OF THE ROAD, TURN THROUGH GATE AND GO 0.35
 NM1750'MILE ACROSS CULTIVATED FIELD TO THE TOP OF A HIGH PROMINENT
 NM1750'KNOLL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1042 ***********************************************************************
 ML1042  DESIGNATION -  CEDAR RESET
 ML1042  PID         -  ML1042
 ML1042  STATE/COUNTY-  NE/BOONE
 ML1042  USGS QUAD   -  CEDAR RAPIDS SE (1985)
 ML1042
 ML1042                         *CURRENT SURVEY CONTROL
 ML1042  ___________________________________________________________________
 ML1042* NAD 83(1995)-  41 36 11.23231(N)    098 05 25.45487(W)     ADJUSTED  
 ML1042* NAVD 88     -       607.4    (meters)    1993.     (feet)  VERTCON   
 ML1042  ___________________________________________________________________
 ML1042  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 ML1042  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 ML1042
 ML1042  HORZ ORDER  -  FIRST
 ML1042
 ML1042.The horizontal coordinates were established by classical geodetic methods
 ML1042.and adjusted by the National Geodetic Survey in August 1997..
 ML1042
 ML1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1042
 ML1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1042
 ML1042.The geoid height was determined by GEOID03.
 ML1042
 ML1042;                    North         East     Units Scale Factor Converg.
 ML1042;SPC NE       -   198,248.482   659,123.692   MT  0.99966003   +1 15 55.7
 ML1042;UTM  14      - 4,606,112.129   575,797.222   MT  0.99967070   +0 36 14.3
 ML1042
 ML1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1042!SPC NE       -   0.99990859  x   0.99966003  =   0.99956865
 ML1042!UTM  14      -   0.99990859  x   0.99967070  =   0.99957932
 ML1042
 ML1042:                Primary Azimuth Mark                     Grid Az
 ML1042:SPC NE       -  ALBION CORNHUSKER REA RAD MAST           041 33 42.3
 ML1042:UTM  14      -  ALBION CORNHUSKER REA RAD MAST           042 13 23.7
 ML1042
 ML1042|---------------------------------------------------------------------|
 ML1042| PID    Reference Object                     Distance      Geod. Az  |
 ML1042|                                                           dddmmss.s |
 ML1042| ML1036 ALBION CORNHUSKER REA RAD MAST      APPROX.10.5 KM 0424938.0 |
 ML1042| MK1954 ALBION TV STA KHQL MAST             APPROX.19.8 KM 0633958.7 |
 ML1042| MK1952 ST EDWARDS CORNHUSKER REA MAST      APPROX.26.6 KM 0981746.7 |
 ML1042| CN8084 CEDAR RM 1 AZIMUTH                                 2724414.2 |
 ML1042| CN8086 CEDAR RM 3                           29.707 METERS 30507     |
 ML1042| CN8085 CEDAR RM 2                           39.377 METERS 34857     |
 ML1042|---------------------------------------------------------------------|
 ML1042
 ML1042                          SUPERSEDED SURVEY CONTROL
 ML1042
 ML1042  NAD 83(1986)-  41 36 11.23970(N)    098 05 25.46051(W) AD(       ) 1
 ML1042  NAD 27      -  41 36 11.19600(N)    098 05 24.23000(W) AD(       ) 1
 ML1042  NGVD 29 (07/19/86)  607.2    (m)         1992.     (f) VERT ANG       
 ML1042
 ML1042.Superseded values are not recommended for survey control.
 ML1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1042.See file dsdata.txt to determine how the superseded data were derived.
 ML1042
 ML1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM7579706112(NAD 83)
 ML1042_MARKER: DS = TRIANGULATION STATION DISK
 ML1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1042
 ML1042  HISTORY     - Date     Condition        Report By
 ML1042  HISTORY     - 1930     MONUMENTED       CGS
 ML1042  HISTORY     - 1935     GOOD             NEGS
 ML1042  HISTORY     - 1958     GOOD             CGS
 ML1042  HISTORY     - 1972     SEE DESCRIPTION  NGS
 ML1042
 ML1042                          STATION DESCRIPTION
 ML1042
 ML1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 ML1042'STATION ABOUT 3 MILES E, AND 3 MILES N OF CEDAR RAPIDS, ABOUT
 ML1042'12 MILES W AND 2-1/4 MILES N OF ST. EDWARD NEAR THE CENTER OF
 ML1042'SEC. 23, T 19 N, R 7 W, ON LAND OWNED BY J.W. BENDER AND OCCUPIED
 ML1042'BY J.E. CALDWELL.  THE STATION IS NEAR A FENCE CORNER ON THE
 ML1042'OPPOSITE SIDE OF THE ROAD AND ABOUT 140 FEET FROM MR. CALDWELLS
 ML1042'HOUSE AND ABOUT 40 FEET W OF THE S END OF SOME SHEDS.  THE
 ML1042'STATION IS 88 FEET S OF THE CENTER LINE OF THE 1/2-SECTION-LINE
 ML1042'ROAD.
 ML1042'
 ML1042'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 ML1042'DISKS SET IN CONCRETE.
 ML1042'
 ML1042'REFERENCE MARK NO. 1 IS AN AZIMUTH MARK AND IS LOCATED IN A
 ML1042'FENCE LINE 27.6 FEET N OF THE CENTER LINE OF THE ABOVE ROAD
 ML1042'AND AT A DISTANCE OF ABOUT 0.3 MILE W OF MR. CALDWELLS HOUSE.
 ML1042'REFERENCE MARK NO. 2 IS IN THE SE CORNER OF MR. CALDWELLS
 ML1042'FRONT YARD, 116 FEET W OF HIS WINDMILL PUMP AND 40 FEET N OF THE
 ML1042'CENTER LINE OF THE 1/2 SECTION-LINE ROAD.
 ML1042'
 ML1042'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 ML1042
 ML1042                          STATION RECOVERY (1935)
 ML1042
 ML1042'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 ML1042'STATION RECOVERED AND FOUND IN GOOD CONDITION.  STATION IS
 ML1042'LOCATED NEAR THE NE CORNER OF SW 1/4 OF SEC. 23, T 19 N, R 7 W,
 ML1042'ON LAND OWNED BY MRS. PAULINE PFEIFER AND OCCUPIED BY JAMES
 ML1042'COLDWELL, (NOT CALDWELL), NEAR A FENCE CORNER OPPOSITE MR.
 ML1042'COLDWELLS HOUSE, ABOUT 160 FEET S OF THE HOUSE, 147 FEET W OF THE
 ML1042'N-AND-S HALF-SECTION-LINE FENCE, 88 FEET S OF THE CENTER LINE OF
 ML1042'THE E AND W HALF-SECTION-LINE ROAD, 59 FEET S OF THE FENCE ON
 ML1042'THE S SIDE OF ABOVE ROAD AND 46 FEET W OF THE W FACE OF A CORN
 ML1042'CRIB.
 ML1042'
 ML1042'STATION DISK IN CONCRETE PROJECTING ABOUT 3 INCHES ABOVE
 ML1042'GROUND.
 ML1042'
 ML1042'REFERENCE MARKS ARE STANDARD REFERENCE DISKS.  REFERENCE MARK
 ML1042'NO. 1 PROJECTING ABOUT 1 INCH, AND REFERENCE MARK NO. 2 PROJECTING
 ML1042'ABOUT 6 INCHES ABOVE GROUND.
 ML1042'
 ML1042'REFERENCE MARK NO. 1 IS AT A FENCE LINE, ABOUT 0.4 MILE W OF
 ML1042'THE STATION AND MR. COLDWELLS HOUSE, ABOUT 0.1 MILE E OF THE
 ML1042'W 1/4 CORNER OF SEC. 23, AND 27 FEET N OF THE CENTER LINE OF THE
 ML1042'E AND W HALF-SECTION LINE ROAD.  REFERENCE MARK NO. 2 IS AS
 ML1042'DESCRIBED.
 ML1042
 ML1042                          STATION RECOVERY (1958)
 ML1042
 ML1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 ML1042'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 ML1042'AND FOUND TO BE IN GOOD CONDITION.  A MEASUREMENT TO THE STATION
 ML1042'FROM REFERENCE MARK 2 WAS MADE IN HEAVY WINDS AND IT CHECKED
 ML1042'WITH THE PREVIOUS MEASUREMENT.  A GOOD MEASUREMENT COULD NOT BE
 ML1042'OBTAINED.  A COMPLETE STATION DESCRIPTION FOLLOW TO AID IN
 ML1042'RECOVERY.
 ML1042'
 ML1042'THE STATION IS LOCATED ABOUT 20.0 MILES SOUTHEAST OF SPALDING,
 ML1042'8.0 MILES SOUTHWEST OF ALBION, AND 4.0 MILES NORTHEAST OF CEDAR
 ML1042'RAPIDS.
 ML1042'
 ML1042'TO REACH THE STATION FROM THE POST OFFICE IN CEDAR RAPIDS TO EAST
 ML1042'ON STATE HIGHWAY 56 FOR 1.7 MILES TO WHERE THE HIGHWAY TURNS
 ML1042'TO THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO NORTHERLY FOR 3.0
 ML1042'MILES TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD AND GO EAST
 ML1042'FOR 1.25 MILES TO THE STATION ON THE RIGHT, ACCROSS THE ROAD FROM
 ML1042'A FARM HOUSE.
 ML1042'
 ML1042'THE STATION MARK, A STANDARD DISK STAMPED CEDAR 1930, IS SET
 ML1042'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 ML1042'GROUND.  IT IS 140 FEET WEST-SOUTHWEST OF THE WEST GATE POST, AND
 ML1042'59 FEET SOUTH OF AN EAST-WEST FENCE LINE AT A TELEPHONE POLE.
 ML1042'
 ML1042'REFERENCE MARK 1, A STANDARD DISK STAMPED CEDAR NO 1 1930, IS SET
 ML1042'IN THE TOP OF A SQUARE CONCRETE POST THAT IS 1 INCH BELOW THE
 ML1042'SURFACE OF THE GROUND.  IT IS 88 FEET WEST OF THE WEST GATE
 ML1042'POST, 58 FEET NORTH-NORTHWEST OF THE SECOND TELEPHONE POLE
 ML1042'EAST OF A T ROAD INTERSECTION, 30 FEET NORTH OF THE APPROXIMATE
 ML1042'CENTERLINE OF A ROAD, AND 0.5 FOOT SOUTH OF AN EAST-WEST
 ML1042'FENCE LINE.  THIS MARK WAS USED FOR AN AZIMUTH MARK.  TO
 ML1042'REACH THE MARK FROM THE STATION GO WEST ON THE ROAD FOR 0.4
 ML1042'MILE TO THE MARK ON THE RIGHT.
 ML1042'
 ML1042'REFERENCE MARK 2, A STANDARD DISK STAMPED CEDAR NO 2 1930, IS
 ML1042'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1 FOOT
 ML1042'ABOVE THE GROUND.  IT IS 40 FEET NORTH OF THE APPROXIMATE
 ML1042'CENTERLINE OF THE DIRT ROAD, AND 2 FEET NORTH AND 1 FOOT EAST OF
 ML1042'THE SOUTHEAST CORNER OF THE FENCED-IN FRONT YARD OF THE FARM
 ML1042'HOUSE.
 ML1042
 ML1042                          STATION RECOVERY (1972)
 ML1042
 ML1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1042'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 ML1042'STATION MARK WAS LOWERED AND REFERENCE MARK 3 WAS ESTABLISHED AT
 ML1042'THIS DATE.  THE DISTANCE TO THE REFERENCE MARKS COMPARED
 ML1042'FAVORABLY WITH THE 1930 DATA.  A COMPLETE NEW DESCRIPTION
 ML1042'FOLLOWS--
 ML1042'
 ML1042'THE STATION IS LOCATED ABOUT 9 MILES WEST-SOUTHWEST OF BOONE,
 ML1042'8 MILES SOUTHWEST OF ALBION, 4 MILES NORTHEAST OF CEDAR RAPIDS,
 ML1042'2.5 MILES NORTH OF STATE HIGHWAY 56 AND ON PROPERTY LEASED BY MR.
 ML1042'G.E. MATSON, CEDAR RAPIDS.
 ML1042'
 ML1042'TO REACH THE STATION FROM THE POST OFFICE IN CEDAR RAPIDS GO
 ML1042'SOUTH ON THE SURFACED STREET FOR 0.5 MILE TO THE JUNCTION OF
 ML1042'STATE HIGHWAYS 52 AND 56.  TURN LEFT AND GO EAST ON STATE
 ML1042'HIGHWAYS 52 AND 56 FOR 1.2 MILES TO THE JUNCTION OF THE HIGHWAYS.
 ML1042'CONTINUE EAST-NORTHEAST ON STATE HIGHWAY 56 FOR 2.9 MILES TO A
 ML1042'CROSSROAD.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR
 ML1042'2.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE
 ML1042'GRAVELED ROAD FOR 0.5 MILE TO A GATE.  (CONTINUE WEST ON THE
 ML1042'GRADED ROAD FOR 0.4 MILE TO THE TOP OF THE THIRD RIDGE AND
 ML1042'THE MARK ON THE RIGHT.) TURN LEFT PASSING THROUGH THE GATE AND
 ML1042'THEN TURN RIGHT ALONG THE SOUTH SIDE OF THE FENCE FOR
 ML1042'ABOUT 150 FEET TO THE FIRST TELEPHONE POLE AND THE MARK ON THE
 ML1042'LEFT.
 ML1042'
 ML1042'THE STATION MARKS ARE STANDARD DISKS STAMPED CEDAR 1930 1972,
 ML1042'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 ML1042'THAT IS 12-INCHES IN DIAMETER AND IS SET 24 INCHES BELOW THE GROUND
 ML1042'SURFACE.  IT IS 91 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD
 ML1042'AND 59.5 FEET SOUTH OF THE TELEPHONE POLE.  THE UNDERGROUND
 ML1042'DISK WAS SET ABOUT 46 INCHES BELOW THE GROUND SURFACE.
 ML1042'
 ML1042'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CEDAR NO 1 1930,
 ML1042'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 ML1042'FLUSH WITH THE GROUND SURFACE.  IT IS 87 FEET WEST OF THE
 ML1042'WEST GATE POST OF A WIRE GATE, 58 FEET NORTH-NORTHWEST OF A
 ML1042'TELEPHONE POLE, 28 FEET NORTH OF THE CENTER OF THE GRADED ROAD,
 ML1042'1 FOOT SOUTH OF A FENCE AND 1 FOOT EAST OF A METAL WITNESS POST
 ML1042'WITH SIGN.
 ML1042'
 ML1042'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CEDAR NO 2 1930,
 ML1042'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 ML1042'10 INCHES ABOVE THE GROUND SURFACE.  IT IS 72 FEET NORTH-NORTHWEST
 ML1042'OF A TELEPHONE POLE, 38 FEET NORTH OF THE CENTER OF THE GRAVELED
 ML1042'ROAD AND 2 FEET NORTHEAST OF THE CORNER POST OF A FARM-HOUSE YARD
 ML1042'FENCE.
 ML1042'
 ML1042'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CEDAR NO 3 1930 1972,
 ML1042'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES
 ML1042'IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 ML1042'80 FEET WEST OF THE TELEPHONE POLE, 31 FEET SOUTH OF THE CENTER OF
 ML1042'THE GRAVELED ROAD AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 ML1042'
 ML1042'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 ML1042'NORTHEAST OF CEDAR RAPIDS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1917 ***********************************************************************
 MK1917  DESIGNATION -  CEDAR RM 3
 MK1917  PID         -  MK1917
 MK1917  STATE/COUNTY-  NE/YORK
 MK1917  USGS QUAD   -  DURANT (1965)
 MK1917
 MK1917                         *CURRENT SURVEY CONTROL
 MK1917  ___________________________________________________________________
 MK1917* NAD 83(1995)-  41 01 03.31254(N)    097 41 21.17018(W)     ADJUSTED  
 MK1917* NAVD 88     -       523.0    (meters)    1716.     (feet)  VERTCON   
 MK1917  ___________________________________________________________________
 MK1917  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 MK1917  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 MK1917
 MK1917  HORZ ORDER  -  FIRST
 MK1917
 MK1917.The horizontal coordinates were established by classical geodetic methods
 MK1917.and adjusted by the National Geodetic Survey in August 1997..
 MK1917
 MK1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1917
 MK1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1917
 MK1917.The geoid height was determined by GEOID03.
 MK1917
 MK1917;                    North         East     Units Scale Factor Converg.
 MK1917;SPC NE       -   134,079.893   694,284.248   MT  0.99969467   +1 31 52.9
 MK1917;UTM  14      - 4,541,536.818   610,211.160   MT  0.99974949   +0 51 37.2
 MK1917
 MK1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1917!SPC NE       -   0.99992203  x   0.99969467  =   0.99961672
 MK1917!UTM  14      -   0.99992203  x   0.99974949  =   0.99967154
 MK1917
 MK1917:                Primary Azimuth Mark                     Grid Az
 MK1917:SPC NE       -  SUNDBERG RM A                            011 35 36.7
 MK1917:UTM  14      -  SUNDBERG RM A                            012 15 52.4
 MK1917
 MK1917|---------------------------------------------------------------------|
 MK1917| PID    Reference Object                     Distance      Geod. Az  |
 MK1917|                                                           dddmmss.s |
 MK1917| MK1920 SUNDBERG RM A                       APPROX.13.3 KM 0130729.6 |
 MK1917| MK1916 CEDAR                                29.585 METERS 22521     |
 MK1917|---------------------------------------------------------------------|
 MK1917
 MK1917                          SUPERSEDED SURVEY CONTROL
 MK1917
 MK1917  NAD 83(1986)-  41 01 03.32146(N)    097 41 21.17290(W) AD(       ) 1
 MK1917  NAD 27      -  41 01 03.26805(N)    097 41 19.97436(W) AD(       ) 1
 MK1917  NGVD 29 (07/19/86)  522.8    (m)         1715.     (f) VERT ANG       
 MK1917
 MK1917.Superseded values are not recommended for survey control.
 MK1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1917.See file dsdata.txt to determine how the superseded data were derived.
 MK1917
 MK1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1021141537(NAD 83)
 MK1917_MARKER: DR = REFERENCE MARK DISK
 MK1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1917+STABILITY: SURFACE MOTION
 MK1917
 MK1917  HISTORY     - Date     Condition        Report By
 MK1917  HISTORY     - 1966     MONUMENTED       CGS
 MK1917
 MK1917                          STATION DESCRIPTION
 MK1917
 MK1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1917'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF YORK, ABOUT 8 MILES
 MK1917'SOUTHWEST OF STROMSBURG, ABOUT 6 MILES SOUTHEAST OF POLK AND ABOUT
 MK1917'4-1/2 MILES WEST-SOUTHWEST OF BENIDICT.  THE MARK IS ON ROAD
 MK1917'RIGHT-OF-WAY ON THE NORTH SIDE OF GRAVELED ROAD.  IT IS 33 FEET
 MK1917'NORTH OF THE APPROXIMATE CENTER OF GRAVELED ROAD AND 0.5 FEET
 MK1917'SOUTH OF FENCELINE.  IT IS MARKED BY A SURFACE AND SUBSURFACE MARK
 MK1917'DISK THAT ARE STANDARD TRIANGULATION REFERENCE MARK DISK.  THE
 MK1917'SURFACE MARK IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 MK1917'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK
 MK1917'ARE STAMPED CEDAR NO 3 1950 1966.
 MK1917'
 MK1917'TO REACH FROM THE JUNCTION OF MAIN STREET AND STATE HIGHWAY 66 IN
 MK1917'POLK, GO EAST ON STATE HIGHWAY 66 FOR 4.7 MILES TO A CROSSROADS.
 MK1917'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 4.1 MILES TO A
 MK1917'CROSSROADS.  TURN LEFT ON A GRAVELED ROAD AND GO EAST FOR 0.2
 MK1917'MILE TO THE TOP OF A SMALL GRADE AND STATION ON THE LEFT, NORTH
 MK1917'SIDE OF ROAD AS DESCRIBED.
 MK1917'
 MK1917'HEIGHT OF LIGHT ABOVE STATION MARK 26.29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4153 ***********************************************************************
 AB4153  SACS        -  This is a Secondary Airport Control Station.
 AB4153  DESIGNATION -  CEK A
 AB4153  PID         -  AB4153
 AB4153  STATE/COUNTY-  NE/SALINE
 AB4153  USGS QUAD   -  CRETE SOUTH (1964)
 AB4153
 AB4153                         *CURRENT SURVEY CONTROL
 AB4153  ___________________________________________________________________
 AB4153* NAD 83(1995)-  40 36 55.55165(N)    096 55 31.17970(W)     ADJUSTED  
 AB4153* NAVD 88     -       452.15   (meters)    1483.4    (feet)  GPS OBS   
 AB4153  ___________________________________________________________________
 AB4153  X           -    -584,650.210 (meters)                     COMP
 AB4153  Y           -  -4,813,447.428 (meters)                     COMP
 AB4153  Z           -   4,130,375.589 (meters)                     COMP
 AB4153  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 AB4153  ELLIP HEIGHT-         425.74  (meters)          (12/18/01) GPS OBS
 AB4153  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AB4153
 AB4153  HORZ ORDER  -  FIRST
 AB4153  ELLP ORDER  -  FOURTH    CLASS II
 AB4153
 AB4153.This mark is at Crete Municipal Airport (CEK)
 AB4153
 AB4153.The horizontal coordinates were established by GPS observations
 AB4153.and adjusted by the National Geodetic Survey in August 1998..
 AB4153
 AB4153.The orthometric height was determined by GPS observations and a
 AB4153.high-resolution geoid model.
 AB4153
 AB4153.GPS derived orthometric heights for airport stations designated as
 AB4153.PACS or SACS are published to 2 decimal places.  This maintains
 AB4153.centimeter relative accuracy between the PACS and SACS.  It does
 AB4153.not indicate centimeter accuracy relative to other marks which are
 AB4153.part of the NAVD 88 network.
 AB4153
 AB4153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4153
 AB4153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4153
 AB4153.The ellipsoidal height was determined by GPS observations
 AB4153.and is referenced to NAD 83.
 AB4153
 AB4153.The geoid height was determined by GEOID03.
 AB4153
 AB4153;                    North         East     Units Scale Factor Converg.
 AB4153;SPC NE       -    91,460.715   760,073.336   MT  0.99977832   +2 02 15.3
 AB4153;UTM  14      - 4,498,136.595   675,499.241   MT  0.99997912   +1 21 03.3
 AB4153
 AB4153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4153!SPC NE       -   0.99993322  x   0.99977832  =   0.99971155
 AB4153!UTM  14      -   0.99993322  x   0.99997912  =   0.99991234
 AB4153
 AB4153                          SUPERSEDED SURVEY CONTROL
 AB4153
 AB4153  ELLIP H (08/21/98)  425.85   (m)                       GP(       ) 4 2
 AB4153
 AB4153.Superseded values are not recommended for survey control.
 AB4153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4153.See file dsdata.txt to determine how the superseded data were derived.
 AB4153
 AB4153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7549998137(NAD 83)
 AB4153_MARKER: I = METAL ROD
 AB4153_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4153_STAMPING: CEK A 1995
 AB4153_MARK LOGO: NGS   
 AB4153_PROJECTION: FLUSH
 AB4153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4153+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 AB4153_ROD/PIPE-DEPTH: 9.14 meters
 AB4153_SLEEVE-DEPTH  : 0.9 meters
 AB4153
 AB4153  HISTORY     - Date     Condition        Report By
 AB4153  HISTORY     - 1995     MONUMENTED       NGS
 AB4153  HISTORY     - 19970708 GOOD             NGS
 AB4153
 AB4153                          STATION DESCRIPTION
 AB4153
 AB4153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4153'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTHWEST OF LINCOLN,
 AB4153'2.0 MI (3.2 KM) EAST OF CRETE AND AT THE CRETE MUNICIPAL AIRPORT.
 AB4153'OWNERSHIP--CRETE AIRPORT AUTHORITY, CRETE NE 68333.  AIRPORT MANAGER,
 AB4153'SILVERHAWK AVIATION, PHONE (402) 826-4400, FBO (402) 475-8600.  TO
 AB4153'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 103 NORTH
 AB4153'(ABOUT 2.0 MI (3.2 KM) NORTHEAST OF CRETE), GO SOUTH ON A PAVED ROAD
 AB4153'2400 FOR 1.4 MI (2.3 KM) TO AN INTERSECTION, TURN LEFT AND GO EAST ON
 AB4153'PAVED ROAD F FOR 0.3 MI (0.5 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND
 AB4153'GO SOUTHERLY FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM)
 AB4153'TO A GATE AHEAD, AIRPORT OFFICE ON THE RIGHT, PASS THROUGH GATE, TURN
 AB4153'LEFT AND GO NORTHEASTERLY ON THE APRON, THEN TAXIWAY FOR 0.2 MI (0.3
 AB4153'KM) TO THE PAVED RUNWAY, TURN RIGHT AND GO SOUTH ON THE RUNWAY FOR 0.5
 AB4153'MI (0.8 KM) TO THE NUMBER 2 VASI LIGHT AND THE STATION ON THE RIGHT.
 AB4153'THE STATION IS 119.0 FT (36.3 M) WEST OF THE RUNWAY CENTER, 75.9 FT
 AB4153'(23.1 M) WEST-NORTHWEST OF A RUNWAY LIGHT, 30.6 FT (9.3 M) WEST OF THE
 AB4153'SOUTHWEST LEG OF A VASI LIGHT, 21.3 FT (6.5 M) SOUTHWEST OF THE
 AB4153'SOUTHWEST CORNER OF A CONCRETE PAD FOR A VASI LIGHT POWER BOX, 18.0 FT
 AB4153'(5.5 M) EAST OF THE EDGE OF A CULTIVATED FIELD AND 1.6 FT (0.5 M)
 AB4153'NORTH OF A SHORT WITNESS POST. THIS STATION TO BE USED AS SACS.
 AB4153
 AB4153                          STATION RECOVERY (1997)
 AB4153
 AB4153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4153'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 1996 (DRL,WCW) .  THE
 AB4153'STATION IS LOCATED ABOUT 29 KM (18.00 MI) SOUTHWEST FROM LINCOLN, 3.2
 AB4153'KM (2.00 MI) EAST FROM CRETE AT THE CRETE MUNICIPAL AIRPORT NEAR THE
 AB4153'SOUTHERLY RUNWAY END.  OWNERSHIP--CRETE AIRPORT AUTHORITY, CRETE NE,
 AB4153'68333.  AIRPORT MANAGER IS SILVERHAWK AVIATION, PHONE 402-826-4400,
 AB4153'FBO PHONE 402-475-8600. TO REACH THE STATION FROM THE EASTERLY
 AB4153'JUNCTION OF STATE HIGHWAYS 33 AND 103 NORTH WHICH IS 19.8 KM (12.30
 AB4153'MI) SOUTH FROM INTERSTATE 80 (EXIT 388) AND ABOUT 3.2 KM (2.00 MI)
 AB4153'NORTHEAST FROM CRETE, GO SOUTH ON PAVED ROAD 2400 FOR 2.3 KM (1.40 MI)
 AB4153'TO AN INTERSECTION.  TURN LEFT AND GO EAST ON PAVED ROAD F FOR 0.5 KM
 AB4153'(0.30 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE
 AB4153'AIRPORT ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO A GATE AHEAD AND THE
 AB4153'AIRPORT OFFICE ON RIGHT. PASS THROUGH THE GATE THEN TURN LEFT AND GO
 AB4153'NORTHEASTERLY ON THE APRON THEN TAXIWAY FOR 0.3 KM (0.20 MI) TO THE
 AB4153'NORTHERLY RUNWAY END. TURN RIGHT AND GO SOUTH ON THE RUNWAY FOR 0.8 KM
 AB4153'(0.50 MI) TO THE NORTHERLY VASI LIGHT SERVING THE SOUTHERLY APPROACH
 AB4153'AND THE STATION ON THE RIGHT. THE MARK IS A PUNCH MARK AT THE TOP
 AB4153'CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 9.14 M
 AB4153'(29.99 FT) IN A 2.5 CM GREASED FILLED FINNED PLASTIC SLEEVE 90 CM LONG
 AB4153'ENCASED IN A 12.5 CM (5 IN) DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED
 AB4153'BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AB4153'THE MARK IS RECESSED 10 CM BELOW THE TOP OF THE LOGO CAP.  THE STATION
 AB4153'IS LOCATED 36.3 M (119.1 FT) WEST FROM THE RUNWAY CENTER, 23.0 M (75.5
 AB4153'FT) WEST-NORTHWEST FROM THE FIFTH RUNWAY LIGHT NORTH FROM THE
 AB4153'SOUTHERLY RUNWAY END, 9.3 M (30.5 FT) WEST FROM THE SOUTHWEST LEG OF A
 AB4153'VASI LIGHT, 6.6 M (21.7 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 AB4153'CONCRETE PAD FOR A VASI LIGHT POWER BOX, 5.5 M (18.0 FT) EAST FROM THE
 AB4153'EDGE OF A CULTIVATED FIELD AND 0.6 M (2.0 FT) NORTH FROM A PLASTIC NGS
 AB4153'WITNESS POST.  THE LOGO CAP IS FLUSH WITH THE GROUND AND 2.2 M (7.2
 AB4153'FT) BELOW THE RUNWAY CENTER. THIS STATION IS DESIGNATED A SECONDARY
 AB4153'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0502 ***********************************************************************
 NO0502  DESIGNATION -  CENTER
 NO0502  PID         -  NO0502
 NO0502  STATE/COUNTY-  NE/CHERRY
 NO0502  USGS QUAD   -  GYPSY VALLEY (1990)
 NO0502
 NO0502                         *CURRENT SURVEY CONTROL
 NO0502  ___________________________________________________________________
 NO0502* NAD 83(1995)-  42 31 21.04322(N)    101 55 18.41733(W)     ADJUSTED  
 NO0502* NAVD 88     -      1205.     (meters)    3953.     (feet)  SCALED    
 NO0502  ___________________________________________________________________
 NO0502  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 NO0502  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 NO0502
 NO0502  HORZ ORDER  -  FIRST
 NO0502
 NO0502.The horizontal coordinates were established by classical geodetic methods
 NO0502.and adjusted by the National Geodetic Survey in August 1997..
 NO0502
 NO0502.The orthometric height was scaled from a topographic map.
 NO0502
 NO0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0502
 NO0502.The geoid height was determined by GEOID03.
 NO0502
 NO0502;                    North         East     Units Scale Factor Converg.
 NO0502;SPC NE       -   300,337.822   342,130.069   MT  0.99981623   -1 16 24.8
 NO0502;UTM  14      - 4,711,930.532   260,005.410   MT  1.00030870   -1 58 32.6
 NO0502;UTM  13      - 4,712,385.720   752,845.167   MT  1.00038664   +2 04 53.8
 NO0502
 NO0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0502!SPC NE       -   0.99981392  x   0.99981623  =   0.99963018
 NO0502!UTM  14      -   0.99981392  x   1.00030870  =   1.00012256
 NO0502!UTM  13      -   0.99981392  x   1.00038664  =   1.00020048
 NO0502
 NO0502|---------------------------------------------------------------------|
 NO0502| PID    Reference Object                     Distance      Geod. Az  |
 NO0502|                                                           dddmmss.s |
 NO0502| CP8986 CENTER RM 1                          15.613 METERS 06555     |
 NO0502| CP8987 CENTER RM 2                          21.008 METERS 15406     |
 NO0502| CP8985 CENTER AZ MK                                       2894646.1 |
 NO0502|---------------------------------------------------------------------|
 NO0502
 NO0502                          SUPERSEDED SURVEY CONTROL
 NO0502
 NO0502  NAD 83(1986)-  42 31 21.03691(N)    101 55 18.42108(W) AD(       ) 1
 NO0502  NAD 27      -  42 31 21.07100(N)    101 55 16.81000(W) AD(       ) 1
 NO0502
 NO0502.Superseded values are not recommended for survey control.
 NO0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0502.See file dsdata.txt to determine how the superseded data were derived.
 NO0502
 NO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN6000511931(NAD 83)
 NO0502_MARKER: DS = TRIANGULATION STATION DISK
 NO0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0502
 NO0502  HISTORY     - Date     Condition        Report By
 NO0502  HISTORY     - 1946     MONUMENTED       CGS
 NO0502
 NO0502                          STATION DESCRIPTION
 NO0502
 NO0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0502'LOCATED ABOUT 25 MILES, AIRLINE, SOUTHEAST OF GORDON ON THE
 NO0502'HIGHEST POINT AND WEST END OF A ROUND GRASS-COVERED SAND HILL
 NO0502'OWNED BY MR. LEE MC DONNELL.  IT IS 8 FEET SOUTHEAST OF A
 NO0502'4-INCH SQUARE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS
 NO0502'STAMPED CENTER 1946 AND PROJECTS 1 FOOT.
 NO0502'
 NO0502'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND ABOUT
 NO0502'1 FOOT LOWER THAN THE STATION.  IT IS STAMPED CENTER NO 1
 NO0502'1946 AND PROJECTS 1 FOOT.
 NO0502'
 NO0502'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND
 NO0502'ABOUT 5 FEET LOWER THAN THE STATION.  IT IS STAMPED CENTER NO
 NO0502'2 1946 AND PROJECTS 1 FOOT.
 NO0502'
 NO0502'AZIMUTH MARK IS SET ON THE TOP OF A LOW GRASSY KNOLL.  IT IS
 NO0502'IN A NORTH-SOUTH FENCE LINE AND 4 FEET NORTH OF A TELEPHONE
 NO0502'POLE.  IT IS STAMPED CENTER 1946 AND PROJECTS 1 FOOT.
 NO0502'
 NO0502'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE
 NO0502'HIGHWAY 27, AT THE SOUTH EDGE OF GORDON--GO SOUTH ON STATE
 NO0502'HIGHWAY 27, GRAVEL ROAD, FOR 20.0 MILES TO A SIDE ROAD LEFT
 NO0502'AND A MAILBOX WITH THE NAME WILMER RUSSELL ON IT.  TURN LEFT,
 NO0502'EAST, PASSING OVER CATTLE GUARD AND FOLLOW SAND ROAD FOR 3.7
 NO0502'MILES TO A FORK.  TAKE RIGHT FORK STRAIGHT AHEAD FOR 0.1 MILE
 NO0502'TO A SCHOOLHOUSE ON THE LEFT.  CONTINUE FOR 1.15 MILES ON MAIN
 NO0502'TRAVELED ROAD TO A FORK.  TAKE LEFT FORK, STRAIGHT AHEAD, FOR
 NO0502'2.75 MILES TO A FORK AND A SIGN ON AN IRON POST ON THE RIGHT.
 NO0502'TAKE LEFT FORK FOR 0.1 MILE TO A FORK.  TAKE RIGHT FORK,
 NO0502'STRAIGHT AHEAD FOR 3.70 MILES TO A FORK.  TAKE LEFT FORK
 NO0502'FOR 0.1 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD ON
 NO0502'MAIN TRAVELED ROAD FOR 2.05 MILES TO A FORK AND A CATTLE
 NO0502'GUARD.  TAKE LEFT FORK, LEAVING MAIN TRAVELED ROAD, AND GO
 NO0502'0.1 MILE TO A WINDMILL ON THE LEFT.  CONTINUE ON DIM TRACK
 NO0502'ROAD FOR 1.2 MILES TO A DIM FORK.  TAKE RIGHT FORK FOR
 NO0502'0.25 MILE TO A GATE IN A T FENCE CORNER.  PASS THROUGH GATE
 NO0502'AND TURN SHARP RIGHT ALONG THE EAST SIDE OF A NORTH-SOUTH
 NO0502'FENCE LINE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NO0502'HERE, TURN LEFT, SOUTHEAST, AND CONTINUE 0.45 MILE TO
 NO0502'THE HIGHEST POINT OF THE HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1032 ***********************************************************************
 LG1032  DESIGNATION -  CENTER
 LG1032  PID         -  LG1032
 LG1032  STATE/COUNTY-  NE/JOHNSON
 LG1032  USGS QUAD   -  ST MARY (1965)
 LG1032
 LG1032                         *CURRENT SURVEY CONTROL
 LG1032  ___________________________________________________________________
 LG1032* NAD 83(1995)-  40 22 51.96927(N)    096 21 00.58156(W)     ADJUSTED  
 LG1032* NAVD 88     -       412.     (meters)    1352.     (feet)  SCALED    
 LG1032  ___________________________________________________________________
 LG1032  LAPLACE CORR-          -7.28  (seconds)                    DEFLEC99
 LG1032  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 LG1032
 LG1032  HORZ ORDER  -  SECOND
 LG1032
 LG1032.The horizontal coordinates were established by classical geodetic methods
 LG1032.and adjusted by the National Geodetic Survey in August 1997..
 LG1032
 LG1032.The orthometric height was scaled from a topographic map.
 LG1032
 LG1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1032
 LG1032.The geoid height was determined by GEOID03.
 LG1032
 LG1032;                    North         East     Units Scale Factor Converg.
 LG1032;SPC NE       -    67,359.837   809,795.483   MT  0.99984941   +2 25 07.5
 LG1032;UTM  14      - 4,473,428.507   724,939.979   MT  1.00022288   +1 43 02.9
 LG1032
 LG1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1032!SPC NE       -   0.99993972  x   0.99984941  =   0.99978914
 LG1032!UTM  14      -   0.99993972  x   1.00022288  =   1.00016259
 LG1032
 LG1032|---------------------------------------------------------------------|
 LG1032| PID    Reference Object                     Distance      Geod. Az  |
 LG1032|                                                           dddmmss.s |
 LG1032| CL7032 CENTER RM 2                          10.975 METERS 04807     |
 LG1032| LG1008 TECUMSEH MUNICIPAL TANK             APPROX.13.3 KM 0902140.4 |
 LG1032| CL7029 CENTER AZ MK                                       1312454.8 |
 LG1032| CL7030 CENTER AZ MK RESET                                 1331938.5 |
 LG1032| CL7033 CENTER RM 3                          23.845 METERS 29435     |
 LG1032| LG1040 STERLING MUNICIPAL TANK             APPROX. 9.8 KM 3455146.5 |
 LG1032| CL7031 CENTER RM 1                          10.936 METERS 35817     |
 LG1032|---------------------------------------------------------------------|
 LG1032
 LG1032                          SUPERSEDED SURVEY CONTROL
 LG1032
 LG1032  NAD 83(1986)-  40 22 51.97692(N)    096 21 00.57818(W) AD(       ) 2
 LG1032  NAD 27      -  40 22 51.97700(N)    096 20 59.52800(W) AD(       ) 2
 LG1032
 LG1032.Superseded values are not recommended for survey control.
 LG1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1032.See file dsdata.txt to determine how the superseded data were derived.
 LG1032
 LG1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2494073429(NAD 83)
 LG1032_MARKER: DS = TRIANGULATION STATION DISK
 LG1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1032
 LG1032  HISTORY     - Date     Condition        Report By
 LG1032  HISTORY     - 1947     MONUMENTED       CGS
 LG1032  HISTORY     - 1960     GOOD             CGS
 LG1032
 LG1032                          STATION DESCRIPTION
 LG1032
 LG1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1032'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF STERLING, 1-1/2
 LG1032'MILES NORTHWEST OF VESTA, 1/4 MILES NORTH OF CENTER SCHOOL, 25.5
 LG1032'FEET WEST OF THE CENTER OF A DIRT ROAD, 18 FEET SOUTH OF THE
 LG1032'CENTER OF A FARM LANE, 5 FEET NORTH OF A WITNESS POST AND 3
 LG1032'FEET EAST OF A WIRE FENCE.  THE MARK IS STAMPED CENTER 1947 AND
 LG1032'PROJECTS 5 INCHES.
 LG1032'
 LG1032'REFERENCE MARK NO. 1 STAMPED CENTER NO 1 1947, IS 25 FEET WEST OF
 LG1032'THE CENTER OF A DIRT ROAD, 19 FEET NORTH OF THE CENTER OF A
 LG1032'FARM LANE, 4 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A WIRE
 LG1032'FENCE AND PROJECTS 5 INCHES.
 LG1032'
 LG1032'REFERENCE MARK NO. 2 STAMPED CENTER NO 2 1947, IS 31.5 FEET
 LG1032'NORTHEAST OF THE INTERSECTION OF A FARM LANE AND A DIRT ROAD,
 LG1032'21 FEET EAST OF THE CENTER OF A DIRT ROAD AND PROJECTS 6 INCHES.
 LG1032'
 LG1032'THE AZIMUTH MARK, STAMPED CENTER 1947, IS LOCATED ALONG THE
 LG1032'SOUTH EDGE OF A CULTIVATED FIELD, 0.25 MILE EAST OF CENTER
 LG1032'SCHOOL, 18 FEET NORTH OF THE CENTER OF A DIRT ROAD, 12 FEET
 LG1032'WEST OF THE CENTER OF A FARM LANE, 2 FEET WEST OF A WITNESS POST
 LG1032'AND PROJECTS 5 INCHES.
 LG1032'
 LG1032'TO REACH THE STATION FROM THE POST OFFICE IN VESTA, GO WESTERLY
 LG1032'ON STATE HIGHWAY NO. 3 FOR 0.7 MILES TO A DIRT ROAD NORTH.  TURN
 LG1032'RIGHT, NORTH, AND GO 1.6 MILES TO A ROAD INTERSECTION AT CENTER
 LG1032'SCHOOL.  CONTINUE AHEAD, NORTH, FOR 0.2 MILES TO A FARM LANE WEST
 LG1032'AND STATION NEAR FARM LANE.
 LG1032'
 LG1032'TO REACH THE AZIMUTH MARK FROM THE ROAD INTERSECTION AT CENTER
 LG1032'SCHOOL, GO EAST FOR 0.25 MILE TO MARK NEAR FARM LANE ON NORTH
 LG1032'SIDE OF ROAD.
 LG1032'
 LG1032'A 100 FOOT SIGNAL AT TECUMSEH IS VISIBLE FROM THE GROUND.
 LG1032'
 LG1032'A 97 FOOT SIGNAL AT MANS IS VISIBLE FROM THE GROUND.
 LG1032'
 LG1032'A 74 FOOT SIGNAL AT STERLING IS VISIBLE FROM THE GROUND.
 LG1032
 LG1032                          STATION RECOVERY (1960)
 LG1032
 LG1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 LG1032'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1032'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD BEEN HIT
 LG1032'AND REFERENCE MARK NO. 2 WHICH HAD BEEN DISPLACED.  REFERENCE
 LG1032'MARK NO. 3 WAS ESTABLISHED AND THE AZIMUTH MARK WAS RESET.  A
 LG1032'COMPLETE DESCRIPTION FOLLOWS.
 LG1032'
 LG1032'STATION IS LOCATED ABOUT 8 AND 1/2 MILES WEST OF TECUMSEH, 5
 LG1032'AND 1/2 MILES SOUTH OF STERLING, 1 AND 1/2 MILES NORTHWEST OF
 LG1032'VESTA, AND 1/4 MILE NORTH OF THE CENTER SCHOOL AT THE DRIVEWAY
 LG1032'TO THE FARM BUILDINGS OF CARL SAATHOFF, 58 FEET SOUTH-SOUTHEAST
 LG1032'OF A POWER POLE, 22 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG1032'GRADED ROAD, AND 16 FEET SOUTH OF THE CENTER OF DRIVEWAY.  THE
 LG1032'MARK IS FLUSH WITH SURFACE OF THE DRIVEWAY AND THE DISK IS
 LG1032'STAMPED CENTER 1947.
 LG1032'
 LG1032'TO REACH THE STATION FROM THE JOHNSON COUNTY COURTHOUSE IN
 LG1032'TECUMSEH AT THE SOUTHWEST CORNER OF THE SQUARE, GO WEST FOR TWO
 LG1032'BLOCKS.  TURN RIGHT AND GO NORTH ON 1ST ST. FOR 0.3 MILE TO THE
 LG1032'JUNCTION OF STATE HIGHWAY 136.  TURN LEFT AND GO WEST ON STATE
 LG1032'HIGHWAY 136 FOR 7.7 MILES TO THE VESTA CEMETERY ON THE LEFT.
 LG1032'CONTINUE WEST ON STATE HIGHWAY 136 FOR 0.5 MILE TO CROSSROADS.
 LG1032'TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 1.2 MILES TO THE
 LG1032'STATION AT A FARM DRIVEWAY ON THE LEFT.
 LG1032'
 LG1032'REFERENCE MARK NO. 1 IS 35.88 FEET NORTH OF THE STATION, 24 FEET
 LG1032'SOUTHEAST OF A POWER POLE, 23 FEET WEST OF THE CENTER OF GRADED
 LG1032'ROAD, AND 20 FEET NORTH OF THE CENTER OF FARM DRIVEWAY.  THE
 LG1032'MARK IS FLUSH WITH THE SURFACE OF THE DRIVEWAY AND THE DISK IS
 LG1032'STAMPED CENTER NO L 1947.
 LG1032'
 LG1032'REFERENCE MARK NO. 3 IS 78.23 FEET WEST-NORTHWEST OF THE STATION,
 LG1032'60 FEET WEST-SOUTHWEST OF POWER POLE, 17 FEET NORTH OF THE CENTER
 LG1032'OF FARM DRIVEWAY, 1 FOOT NORTH OF FENCE, AND 1 FOOT EAST OF
 LG1032'STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LG1032'STAMPED CENTER NO 3 1947.
 LG1032'
 LG1032'AZIMUTH MARK (RESET) IS 0.3 MILE SOUTHEAST OF THE STATION, 59 FEET
 LG1032'SOUTHWEST OF THE WEST GATE POST ON NORTH SIDE OF ROAD, 30 FEET
 LG1032'SOUTH OF THE CENTER OF GRADED ROAD, 7 FEET WEST OF HEDGEROW
 LG1032'TREE, AND 1 FOOT NORTH OF STEEL WITNESS POST.  THE MARK PROJECTS
 LG1032'2 INCHES AND THE DISK IS STAMPED CENTER 1947 RESET 1960.
 LG1032'
 LG1032'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.2 MILE
 LG1032'TO CROSSROADS.  TURN LEFT AND GO EAST FOR 0.25 MILE TO THE
 LG1032'AZIMUTH MARK ON THE RIGHT OR SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1070 ***********************************************************************
 ML1070  DESIGNATION -  CENTRAL
 ML1070  PID         -  ML1070
 ML1070  STATE/COUNTY-  NE/MERRICK
 ML1070  USGS QUAD   -  HORD (1962)
 ML1070
 ML1070                         *CURRENT SURVEY CONTROL
 ML1070  ___________________________________________________________________
 ML1070* NAD 83(1995)-  41 07 35.70194(N)    098 01 43.75207(W)     ADJUSTED  
 ML1070* NAVD 88     -       519.     (meters)    1703.     (feet)  SCALED    
 ML1070  ___________________________________________________________________
 ML1070  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 ML1070  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 ML1070
 ML1070  HORZ ORDER  -  THIRD
 ML1070
 ML1070.The horizontal coordinates were established by classical geodetic methods
 ML1070.and adjusted by the National Geodetic Survey in August 1997..
 ML1070
 ML1070.The orthometric height was scaled from a topographic map.
 ML1070
 ML1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1070
 ML1070.The geoid height was determined by GEOID03.
 ML1070
 ML1070;                    North         East     Units Scale Factor Converg.
 ML1070;SPC NE       -   145,470.587   665,460.652   MT  0.99968037   +1 18 22.7
 ML1070;UTM  14      - 4,553,263.679   581,521.794   MT  0.99968179   +0 38 19.7
 ML1070
 ML1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1070!SPC NE       -   0.99992252  x   0.99968037  =   0.99960291
 ML1070!UTM  14      -   0.99992252  x   0.99968179  =   0.99960433
 ML1070
 ML1070:                Primary Azimuth Mark                     Grid Az
 ML1070:SPC NE       -  CENTRAL AZ MK                            023 59 47.7
 ML1070:UTM  14      -  CENTRAL AZ MK                            024 39 50.7
 ML1070
 ML1070|---------------------------------------------------------------------|
 ML1070| PID    Reference Object                     Distance      Geod. Az  |
 ML1070|                                                           dddmmss.s |
 ML1070| CN8095 CENTRAL AZ MK                                      0251810.4 |
 ML1070| ML1072 CENTRAL CITY MUN STANDPIPE          APPROX. 2.4 KM 1292355.0 |
 ML1070| ML1071 MARQUETTE MUNICIPAL TANK            APPROX.13.5 KM 1732458.1 |
 ML1070| CN8096 CENTRAL RM 1                         23.040 METERS 17726     |
 ML1070| CN8097 CENTRAL RM 2                         21.595 METERS 27435     |
 ML1070|---------------------------------------------------------------------|
 ML1070
 ML1070                          SUPERSEDED SURVEY CONTROL
 ML1070
 ML1070  NAD 83(1986)-  41 07 35.70943(N)    098 01 43.75515(W) AD(       ) 3
 ML1070  NAD 27      -  41 07 35.66700(N)    098 01 42.55200(W) AD(       ) 3
 ML1070
 ML1070.Superseded values are not recommended for survey control.
 ML1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1070.See file dsdata.txt to determine how the superseded data were derived.
 ML1070
 ML1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8152253264(NAD 83)
 ML1070_MARKER: DS = TRIANGULATION STATION DISK
 ML1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1070
 ML1070  HISTORY     - Date     Condition        Report By
 ML1070  HISTORY     - 1950     MONUMENTED       CGS
 ML1070
 ML1070                          STATION DESCRIPTION
 ML1070
 ML1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1070'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF THE TOWN
 ML1070'OF CENTRAL CITY, ALONG THE NORTH BOUNDARY OF THE NEBRASKA
 ML1070'CENTRAL BUSINESS COLLEGE.  IT IS 252 FEET NORTH OF THE CENTER
 ML1070'OF THE WEST ONE OF TWO MAIN BUILDINGS, 31 FEET WEST OF A
 ML1070'CONCRETE TRASH BURNER AND 17 FEET SOUTH OF THE SOUTH SIDE OF A
 ML1070'PLANTED GROVE OF TREES.  THE MARK IS FLUSH WITH THE SURFACE
 ML1070'OF THE GROUND AND THE DISK IS STAMPED CENTRAL 1950.
 ML1070'
 ML1070'REFERENCE MARK NO. 1 IS 181 FEET NORTH OF THE CENTER OF THE
 ML1070'WEST ONE OF THE TWO MAIN BUILDINGS AND 32 FEET SOUTHWEST OF
 ML1070'AN OUT HOUSE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 ML1070'GROUND AND THE DISK IS STAMPED CENTRAL NO 1 1950.
 ML1070'
 ML1070'REFERENCE MARK NO. 2 IS 9 FEET SOUTH OF THE PLANTED GROVE
 ML1070'OF TREES.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 ML1070'AND THE DISK IS STAMPED CENTRAL NO 2 1950.
 ML1070'
 ML1070'AZIMUTH MARK IS 23 FEET WEST OF THE CENTERLINE OF A NORTH AND
 ML1070'SOUTH ROAD, 4 FEET SOUTH OF A CONCRETE END OF AN IRRIGATION
 ML1070'DITCH, 2 FEET SOUTH OF A T-FENCE CORNER AND 1 FOOT NORTHEAST
 ML1070'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 ML1070'IS STAMPED CENTRAL 1950.
 ML1070'
 ML1070'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE
 ML1070'HIGHWAY 14 IN CENTRAL CITY, GO NORTH ON HIGHWAY 14 0.25 MILE TO
 ML1070'CROSS STREETS AND A SERVICE STATION IN THE NORTHWEST CORNER,
 ML1070'TURN LEFT (WEST) 0.5 MILE TO A STEEL BRIDGE, CONTINUE WEST 0.5
 ML1070'MILE TO CROSSROADS, TURN RIGHT (NORTH) 0.5 MILE TO A SIDE ROAD
 ML1070'LEFT, TURN LEFT (WEST) 0.3 MILE TO A T-INTERSECTION AND THE
 ML1070'COLLEGE STRAIGHT AHEAD.  HERE GO ABOUT 0.1 MILE TO THE MAIN
 ML1070'BUILDING AND THE STATION AS DESCRIBED.
 ML1070'
 ML1070'TO REACH THE AZIMUTH MARK FROM THE EAST ENTRANCE TO THE COLLEGE,
 ML1070'GO NORTH 0.2 MILE TO THE MARK ON THE LEFT OR WEST SIDE OF
 ML1070'THE ROAD.
 ML1070'
 ML1070'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 ML1070'
 ML1070'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1824 ***********************************************************************
 NM1824  DESIGNATION -  CENTRAL
 NM1824  PID         -  NM1824
 NM1824  STATE/COUNTY-  NE/KNOX
 NM1824  USGS QUAD   -  CENTER EAST (1974)
 NM1824
 NM1824                         *CURRENT SURVEY CONTROL
 NM1824  ___________________________________________________________________
 NM1824* NAD 83(1995)-  42 34 54.12467(N)    097 49 16.28731(W)     ADJUSTED  
 NM1824* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 NM1824  ___________________________________________________________________
 NM1824  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 NM1824  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM1824
 NM1824  HORZ ORDER  -  FIRST
 NM1824
 NM1824.The horizontal coordinates were established by classical geodetic methods
 NM1824.and adjusted by the National Geodetic Survey in August 1997..
 NM1824
 NM1824.The orthometric height was scaled from a topographic map.
 NM1824
 NM1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1824
 NM1824.The geoid height was determined by GEOID03.
 NM1824
 NM1824;                    North         East     Units Scale Factor Converg.
 NM1824;SPC NE       -   307,410.272   678,814.200   MT  0.99983518   +1 26 38.0
 NM1824;UTM  14      - 4,715,038.510   596,732.575   MT  0.99971512   +0 47 51.7
 NM1824
 NM1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1824!SPC NE       -   0.99991912  x   0.99983518  =   0.99975432
 NM1824!UTM  14      -   0.99991912  x   0.99971512  =   0.99963427
 NM1824
 NM1824:                Primary Azimuth Mark                     Grid Az
 NM1824:SPC NE       -  BLOOMFIELD MUNICIPAL STANDPIPE           084 38 36.9
 NM1824:UTM  14      -  BLOOMFIELD MUNICIPAL STANDPIPE           085 17 23.2
 NM1824
 NM1824|---------------------------------------------------------------------|
 NM1824| PID    Reference Object                     Distance      Geod. Az  |
 NM1824|                                                           dddmmss.s |
 NM1824| NM1822 BLOOMFIELD MUNICIPAL STANDPIPE      APPROX.14.3 KM 0860514.9 |
 NM1824| CO2832 CENTRAL AZ MK                                      2184836.3 |
 NM1824| CO2833 CENTRAL RM 1                                       25737     |
 NM1824| CO2834 CENTRAL RM 2                                       34905     |
 NM1824|---------------------------------------------------------------------|
 NM1824
 NM1824                          SUPERSEDED SURVEY CONTROL
 NM1824
 NM1824  NAD 83(1986)-  42 34 54.13064(N)    097 49 16.28369(W) AD(       ) 1
 NM1824  NAD 27      -  42 34 54.11800(N)    097 49 15.04100(W) AD(       ) 1
 NM1824
 NM1824.Superseded values are not recommended for survey control.
 NM1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1824.See file dsdata.txt to determine how the superseded data were derived.
 NM1824
 NM1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9673315039(NAD 83)
 NM1824_MARKER: DS = TRIANGULATION STATION DISK
 NM1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1824
 NM1824  HISTORY     - Date     Condition        Report By
 NM1824  HISTORY     - 1940     MONUMENTED       CGS
 NM1824  HISTORY     - 1974     GOOD             USGS
 NM1824
 NM1824                          STATION DESCRIPTION
 NM1824
 NM1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1824'STATION CENTRAL IS 3-1/2 MILES SOUTHEAST BY EAST OF THE TOWN
 NM1824'OF CENTER, ON A HIGH PROMINENT WOODED KNOLL, HIGHEST GROUND
 NM1824'IN THE VICINITY, ON THE PROPERTY OF C.W. KLINGMAN, 275 YARDS
 NM1824'WEST AND 70 YARDS SOUTH OF THE NORTHEAST CORNER OF SEC. 18,
 NM1824'T. 30 N., R. 4 W.
 NM1824'
 NM1824'TO REACH FROM CENTER GO EAST ON STATE HIGHWAY 84 FOR 2.7
 NM1824'MILES AND TURN RIGHT (SOUTH) ONTO COUNTY ROAD, GO 2.0 MILES
 NM1824'AND CROSS OVER EAST-WEST SECTION-LINE ROAD, CONTINUE SOUTH
 NM1824'FOLLOWING NARROW FIELD ROAD SOUTH AND EAST FOR 1.0 MILE TO GATE IN
 NM1824'NORTH-SOUTH FENCE JUST AFTER MAKING LEFT TURN AROUND FENCE
 NM1824'CORNER.  PASS THROUGH GATE AND FOLLOW FARM ROAD EAST AND
 NM1824'SOUTH FOR 0.4 MILE TO FARMHOUSE.  FOLLOW LANE LEADING EAST FROM
 NM1824'THE SOUTH SIDE OF FARMYARD FOR 0.2 MILE AND PASS THROUGH
 NM1824'GATE IN EAST-WEST FENCE, (TO REACH AZIMUTH MARK CONTINUE
 NM1824'ON FARM ROAD SOUTH AND WEST FOR 0.3 MILE TO FENCE CORNER
 NM1824'ON WEST SIDE OF ROAD), TO REACH STATION GO EAST 0.1 MILE TO
 NM1824'TOP OF WOODED HILL.
 NM1824'
 NM1824'STATION MARK IS ON HIGHEST POINT OF A HIGH NORTH-SOUTH RIDGE,
 NM1824'NOT CULTIVATED AND SPARSELY WOODED, 233 FEET SOUTH OF EAST-WEST
 NM1824'FENCE LINE, 6 FEET WEST OF WHITE REFERENCE POST, IS STAMPED
 NM1824'CENTRAL 1940, AND PROJECTS 4 INCHES.  UNDERGROUND MARK IS 40
 NM1824'INCHES BENEATH SURFACE.
 NM1824'
 NM1824'REFERENCE MARK NO. 1 IS ON WEST SLOPE OF RIDGE, ABOUT 6 FEET
 NM1824'LOWER THAN STATION, IS STAMPED CENTRAL R.M. 1 1940, AND PROJECTS
 NM1824'6 INCHES.
 NM1824'
 NM1824'REFERENCE MARK NO. 2 IS LEVEL WITH STATION, 123 FEET SOUTH
 NM1824'OF EAST-WEST FENCE LINE, IS STAMPED CENTRAL NO. 2 1940, AND
 NM1824'PROJECTS 4 INCHES.
 NM1824'
 NM1824'AZIMUTH MARK IS 0.4 MILE SOUTH OF STATION IN SOUTHEAST CORNER
 NM1824'OF UNCULTIVATED FIELD, 5-1/2 FEET WEST OF NORTH-SOUTH FENCE
 NM1824'LINE, 3 FEET NORTH OF EAST-WEST FENCE LINE, 3 FEET WEST OF
 NM1824'WHITE REFERENCE POST, IS STAMPED CENTRAL 1940, AND PROJECTS
 NM1824'6 INCHES.
 NM1824'
 NM1824'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NM1824'AS DESCRIBED.
 NM1824'
 NM1824'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NM1824
 NM1824                          STATION RECOVERY (1974)
 NM1824
 NM1824'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DWB)
 NM1824'ALL MARKS OK.  A NEW TO REACH FOLLOWS.
 NM1824'
 NM1824'FROM KNOX COUNTY COURTHOUSE AT CENTER, NEB. PROCEED SOUTH AND
 NM1824'EAST ON STATE HWY. 84 1.53 MI. TO JUNCTION OF STATE HWY
 NM1824'13, CONTINUE EAST (LEFT) ON STATE HWY. 84 FOR 3.35 MI. TO FARM
 NM1824'ROAD SOUTH.  TURN RIGHT (SOUTH) PASS THROUGH GATE, CONTINUE
 NM1824'SOUTH AND WEST ON FARM ROAD FOR 1.0 MI. TO ROAD FORKS AND
 NM1824'GATE ON LEFT.  TAKE LEFT FORK, PASS THROUGH GATE (SOUTH)
 NM1824'AND CONTINUE FOR 0.13 MI. TO FORKS.  TAKE LEFT FORK AND
 NM1824'TRAVEL 0.2 MI. SE TO GATE, PASS THROUGH GATE AND BEAR LEAFT
 NM1824'(EAST) TO TOP OF WOODED HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1072 ***********************************************************************
 ML1072  DESIGNATION -  CENTRAL CITY MUN STANDPIPE
 ML1072  PID         -  ML1072
 ML1072  STATE/COUNTY-  NE/MERRICK
 ML1072  USGS QUAD   -  CENTRAL CITY WEST (1983)
 ML1072
 ML1072                         *CURRENT SURVEY CONTROL
 ML1072  ___________________________________________________________________
 ML1072* NAD 83(1995)-  41 06 46.47511(N)    098 00 24.51931(W)     ADJUSTED  
 ML1072* NAVD 88     -                                                        
 ML1072  ___________________________________________________________________
 ML1072  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 ML1072  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 ML1072
 ML1072  HORZ ORDER  -  THIRD
 ML1072
 ML1072.The horizontal coordinates were established by classical geodetic methods
 ML1072.and adjusted by the National Geodetic Survey in August 1997..
 ML1072
 ML1072
 ML1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1072
 ML1072.The geoid height was determined by GEOID03.
 ML1072
 ML1072;                    North         East     Units Scale Factor Converg.
 ML1072;SPC NE       -   143,995.234   667,342.763   MT  0.99968197   +1 19 15.2
 ML1072;UTM  14      - 4,551,766.491   583,386.591   MT  0.99968558   +0 39 11.2
 ML1072
 ML1072                          SUPERSEDED SURVEY CONTROL
 ML1072
 ML1072  NAD 83(1986)-  41 06 46.48224(N)    098 00 24.52189(W) AD(       ) 4
 ML1072  NAD 27      -  41 06 46.43500(N)    098 00 23.31400(W) AD(       ) 3
 ML1072
 ML1072.Superseded values are not recommended for survey control.
 ML1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1072.See file dsdata.txt to determine how the superseded data were derived.
 ML1072
 ML1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8338751766(NAD 83)
 ML1072_MARKER: 52 = STANDPIPE TANK
 ML1072
 ML1072  HISTORY     - Date     Condition        Report By
 ML1072  HISTORY     - 1950     FIRST OBSERVED   CGS
 ML1072  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 ML1072
 ML1072                          STATION DESCRIPTION
 ML1072
 ML1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML1072'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE SMALL
 ML1072'CITY OF CENTRAL CITY.  IT IS APPROXIMATELY 120 FEET HIGH
 ML1072'AND IS PAINTED SILVER.
 ML1072'
 ML1072'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 ML1072'AND STATE ROUTE 14 IN CENTRAL CITY, GO SOUTHWEST ON U.S.
 ML1072'HIGHWAY 30 FOR 0.3 MILE TO STATION ON RIGHT SIDE OF HIGHWAY.
 ML1072'
 ML1072'THE POINT INTERSECTED WAS THE EXTREME TOP OF THE STANDPIPE.
 ML1072
 ML1072                          STATION RECOVERY (2004)
 ML1072
 ML1072'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 ML1072'STATION NOT FOUND. NO TANK EXISTS ON THE NORTH SIDE OF U.S. HIGHWAY
 ML1072'30. A NEW TANK HAS BEEN BUILT 1/2 MILE WEST OF STATE ROAD 14 AND 3
 ML1072'BLOCKS SOUTH OF U.S. HIGHWAY 30. THIS STATION SHOULD BE DECLARED
 ML1072'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1060 ***********************************************************************
 LH1060  DESIGNATION -  CENTRAL NEBR PUB PWR RAD TWR 2
 LH1060  PID         -  LH1060
 LH1060  STATE/COUNTY-  NE/GOSPER
 LH1060  USGS QUAD   -  BERTRAND NW (1983)
 LH1060
 LH1060                         *CURRENT SURVEY CONTROL
 LH1060  ___________________________________________________________________
 LH1060* NAD 83(1995)-  40 40 46.22348(N)    099 44 56.97947(W)     ADJUSTED  
 LH1060* NAVD 88     -                                                        
 LH1060  ___________________________________________________________________
 LH1060  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 LH1060  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 LH1060
 LH1060  HORZ ORDER  -  THIRD
 LH1060
 LH1060.The horizontal coordinates were established by classical geodetic methods
 LH1060.and adjusted by the National Geodetic Survey in August 1997..
 LH1060
 LH1060
 LH1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1060
 LH1060.The geoid height was determined by GEOID03.
 LH1060
 LH1060;                    North         East     Units Scale Factor Converg.
 LH1060;SPC NE       -    93,980.328   521,201.202   MT  0.99976174   +0 09 58.4
 LH1060;UTM  14      - 4,503,450.037   436,689.940   MT  0.99964933   -0 29 18.0
 LH1060
 LH1060                          SUPERSEDED SURVEY CONTROL
 LH1060
 LH1060  NAD 83(1986)-  40 40 46.22911(N)    099 44 56.98251(W) AD(       ) 4
 LH1060  NAD 27      -  40 40 46.20700(N)    099 44 55.56800(W) AD(       ) 3
 LH1060
 LH1060.Superseded values are not recommended for survey control.
 LH1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1060.See file dsdata.txt to determine how the superseded data were derived.
 LH1060
 LH1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3669003450(NAD 83)
 LH1060_MARKER: 43 = RADIO/TV TOWER
 LH1060
 LH1060  HISTORY     - Date     Condition        Report By
 LH1060  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1060
 LH1060                          STATION DESCRIPTION
 LH1060
 LH1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1060'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF LEXINGTON, ON THE
 LH1060'TOP OF A LARGE MOUND OF DIRT, 150 FEET WEST OF THE WEST BANK OF AN
 LH1060'IRRIGATION CANAL AND 100 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1060'DIRT ROAD.
 LH1060'
 LH1060'IT IS A 4 LEGGED STEEL STRUCTURE AND HAS A 12 INCH STEEL PLATE
 LH1060'ON ITS TOP.  THE OVERALL HEIGHT IS 75 FEET.
 LH1060'
 LH1060'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE TOWER.
 LH1060'
 LH1060'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 LH1060'SQUARE IN LEXINGTON, GO SOUTH ON A PAVED STREET FOR 0.2 MILE TO
 LH1060'THE JUNCTION OF U.S. HIGHWAYS 30 AND 283.  GO SOUTH AND WEST ON
 LH1060'U.S. HIGHWAY 283 FOR 3.45 MILES TO A T ROAD LEFT, TURN LEFT AND
 LH1060'GO SOUTH ON A GRAVELED ROAD FOR 2.0 MILES TO A T ROAD
 LH1060'INTERSECTION.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.6
 LH1060'MILE TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH ON A GRAVELED
 LH1060'ROAD FOR 1.0 MILE TO A T ROAD INTERSECTION, TURN RIGHT AND GO
 LH1060'WEST ON A DIRT ROAD FOR 0.2 MILE TO A FORK.  TAKE THE LEFT
 LH1060'FORK AND GO SOUTHERLY FOR 0.3 MILE TO A GATE ON THE RIGHT,
 LH1060'TURN RIGHT THROUGH GATE AND CONTINUE SOUTHWEST ON A DIRT ROAD
 LH1060'FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO WEST AND
 LH1060'SOUTH ON A DIRT ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT
 LH1060'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1064 ***********************************************************************
 LH1064  DESIGNATION -  CENTRAL NEBR PUB PWR RAD TWR 1
 LH1064  PID         -  LH1064
 LH1064  STATE/COUNTY-  NE/GOSPER
 LH1064  USGS QUAD   -  JOHNSON LAKE (1983)
 LH1064
 LH1064                         *CURRENT SURVEY CONTROL
 LH1064  ___________________________________________________________________
 LH1064* NAD 83(1995)-  40 41 30.70942(N)    099 49 26.42848(W)     ADJUSTED  
 LH1064* NAVD 88     -                                                        
 LH1064  ___________________________________________________________________
 LH1064  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 LH1064  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 LH1064
 LH1064  HORZ ORDER  -  THIRD
 LH1064
 LH1064.The horizontal coordinates were established by classical geodetic methods
 LH1064.and adjusted by the National Geodetic Survey in August 1997..
 LH1064
 LH1064
 LH1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1064
 LH1064.The geoid height was determined by GEOID03.
 LH1064
 LH1064;                    North         East     Units Scale Factor Converg.
 LH1064;SPC NE       -    95,336.621   514,872.270   MT  0.99975869   +0 06 59.9
 LH1064;UTM  14      - 4,504,878.356   430,377.575   MT  0.99965966   -0 32 14.2
 LH1064
 LH1064                          SUPERSEDED SURVEY CONTROL
 LH1064
 LH1064  NAD 83(1986)-  40 41 30.71496(N)    099 49 26.43192(W) AD(       ) 4
 LH1064  NAD 27      -  40 41 30.69600(N)    099 49 25.01400(W) AD(       ) 3
 LH1064
 LH1064.Superseded values are not recommended for survey control.
 LH1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1064.See file dsdata.txt to determine how the superseded data were derived.
 LH1064
 LH1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3037804878(NAD 83)
 LH1064_MARKER: 43 = RADIO/TV TOWER
 LH1064
 LH1064  HISTORY     - Date     Condition        Report By
 LH1064  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1064
 LH1064                          STATION DESCRIPTION
 LH1064
 LH1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1064'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF LEXINGTON
 LH1064'AND 8 MILES NORTH OF ELWOOD.  IT IS 35 FEET NORTH OF THE NORTH
 LH1064'BANK OF AN IRRIGATION CANAL AND 20 FEET NORTH OF THE CENTER OF
 LH1064'AN EAST-WEST DIRT ROAD.
 LH1064'
 LH1064'IT IS A 4 LEGGED STEEL STRUCTURE AND HAS A 12 INCH STEEL PLATE ON
 LH1064'ITS TOP.  THE OVERALL HEIGHT IS 75 FEET.
 LH1064'
 LH1064'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE TOWER.
 LH1064'
 LH1064'TO REACH THE STATION FROM THE POST OFFICE IN ELWOOD, GO EASTERLY
 LH1064'ON U.S. HIGHWAY 283 AND STATE HIGHWAY 23 FOR 1.1 MILE, AT THIS
 LH1064'POINT LEAVE STATE HIGHWAY 23, TURN LEFT AND GO NORTH AND EAST ON
 LH1064'U.S. HIGHWAY 283 FOR 8.3 MILES TO A T ROAD LEFT.  TURN LEFT AND GO
 LH1064'WEST ON A DIRT ROAD FOR 1.7 MILES TO A CROSSROAD, TURN RIGHT AND
 LH1064'GO NORTHERLY ON A GRAVELED ROAD FOR 0.55 MILE TO A BRIDGE ACROSS
 LH1064'THE IRRIGATION CANAL.  CROSS THE BRIDGE THEN TURN RIGHT AND GO
 LH1064'EAST ON A DIRT ROAD ALONG THE NORTH SIDE OF THE CANAL FOR 0.35
 LH1064'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2075 ***********************************************************************
 MK2075  DESIGNATION -  CERESCO MUNICIPAL TANK
 MK2075  PID         -  MK2075
 MK2075  STATE/COUNTY-  NE/COLFAX
 MK2075  USGS QUAD   -  CERESCO (1969)
 MK2075
 MK2075                         *CURRENT SURVEY CONTROL
 MK2075  ___________________________________________________________________
 MK2075* NAD 83(1995)-  41 03 41.87907(N)    096 38 48.46702(W)     ADJUSTED  
 MK2075* NAVD 88     -                                                        
 MK2075  ___________________________________________________________________
 MK2075  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 MK2075  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 MK2075
 MK2075  HORZ ORDER  -  THIRD
 MK2075
 MK2075.The horizontal coordinates were established by classical geodetic methods
 MK2075.and adjusted by the National Geodetic Survey in August 1997..
 MK2075
 MK2075
 MK2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2075
 MK2075.The geoid height was determined by GEOID03.
 MK2075
 MK2075;                    North         East     Units Scale Factor Converg.
 MK2075;SPC NE       -   141,836.870   781,700.996   MT  0.99968846   +2 13 19.8
 MK2075;UTM  14      - 4,548,267.001   697,731.283   MT  1.00008122   +1 32 46.5
 MK2075
 MK2075                          SUPERSEDED SURVEY CONTROL
 MK2075
 MK2075  NAD 83(1986)-  41 03 41.89050(N)    096 38 48.47040(W) AD(       ) 4
 MK2075  NAD 27      -  41 03 41.87102(N)    096 38 47.38486(W) AD(       ) 3
 MK2075
 MK2075.Superseded values are not recommended for survey control.
 MK2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2075.See file dsdata.txt to determine how the superseded data were derived.
 MK2075
 MK2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9773148267(NAD 83)
 MK2075_MARKER: 51 = TANK
 MK2075
 MK2075  HISTORY     - Date     Condition        Report By
 MK2075  HISTORY     - 1967     FIRST OBSERVED   USGS
 MK2075  HISTORY     - 20020815 MARK NOT FOUND   USPSQD
 MK2075
 MK2075                          STATION DESCRIPTION
 MK2075
 MK2075'DESCRIBED BY US POWER SQUADRON 2002 (AMM)
 MK2075'SITE LOCATED. MUNICIPAL TANK AT CERESCO OBSERVED IN 1967 HAS BEEN TORN
 MK2075'DOWN. ACCORDING TO VILLAGE CLERK OF CERESCO, THE TANK WAS LOCATED
 MK2075'SOUTH OF MAIN ST., NORTH OF EDWIN ST., AND WEST OF 3RD ST. A NEW WATER
 MK2075'TANK HAS BEEN ERECTED ACROSS U.S. HWY 77 EAST OF THE TOWN ON TOP OF A
 MK2075'HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0684 ***********************************************************************
 NP0684  DESIGNATION -  CHADRON
 NP0684  PID         -  NP0684
 NP0684  STATE/COUNTY-  NE/DAWES
 NP0684  USGS QUAD   -  CHADRON EAST (1970)
 NP0684
 NP0684                         *CURRENT SURVEY CONTROL
 NP0684  ___________________________________________________________________
 NP0684* NAD 83(1995)-  42 51 18.17311(N)    102 59 40.30074(W)     ADJUSTED  
 NP0684* NAVD 88     -      1084.34   (+/-2cm)    3557.5    (feet)  VERTCON   
 NP0684  ___________________________________________________________________
 NP0684  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 NP0684  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0684
 NP0684  HORZ ORDER  -  FIRST
 NP0684  VERT ORDER  -  THIRD ? (See Below)
 NP0684
 NP0684.The horizontal coordinates were established by classical geodetic methods
 NP0684.and adjusted by the National Geodetic Survey in January 1998..
 NP0684
 NP0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0684.The vertical order pertains to the NGVD 29 superseded value.
 NP0684
 NP0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0684
 NP0684.The geoid height was determined by GEOID03.
 NP0684
 NP0684;                    North         East     Units Scale Factor Converg.
 NP0684;SPC NE       -   339,756.677   255,314.505   MT  0.99993674   -1 59 04.1
 NP0684;UTM  13      - 4,746,669.091   663,849.003   MT  0.99993029   +1 21 51.5
 NP0684
 NP0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0684!SPC NE       -   0.99983279  x   0.99993674  =   0.99976954
 NP0684!UTM  13      -   0.99983279  x   0.99993029  =   0.99976310
 NP0684
 NP0684:                Primary Azimuth Mark                     Grid Az
 NP0684:SPC NE       -  CHADRON AZ MK                            194 15 59.2
 NP0684:UTM  13      -  CHADRON AZ MK                            190 55 03.6
 NP0684
 NP0684|---------------------------------------------------------------------|
 NP0684| PID    Reference Object                     Distance      Geod. Az  |
 NP0684|                                                           dddmmss.s |
 NP0684| NP0769 CHADRON AZ MK                       APPROX. 1.3 KM 1921655.1 |
 NP0684| NP0688 CHADRON C AND NW RR WEST TANK       APPROX. 2.4 KM 1972117.9 |
 NP0684| NP0694 CHADRON C AND NW RR OIL SPIPE       APPROX. 2.4 KM 1980557.4 |
 NP0684| NP0772 CHADRON RM 3                         24.666 METERS 25758     |
 NP0684| NP0771 CHADRON RM 2                         24.500 METERS 35231     |
 NP0684| NP0770 CHADRON RM 1                         24.688 METERS 35232     |
 NP0684|---------------------------------------------------------------------|
 NP0684
 NP0684                          SUPERSEDED SURVEY CONTROL
 NP0684
 NP0684  NAD 83(1995)-  42 51 18.17309(N)    102 59 40.30068(W) AD(       ) 1
 NP0684  NAD 83(1995)-  42 51 18.17118(N)    102 59 40.29983(W) AD(       ) 1
 NP0684  NAD 83(1986)-  42 51 18.16139(N)    102 59 40.29103(W) AD(       ) 1
 NP0684  NAD 27      -  42 51 18.25300(N)    102 59 38.62800(W) AD(       ) 1
 NP0684  NGVD 29 (07/19/86) 1083.80   (m)         3555.8    (f) LEVELING    3  
 NP0684
 NP0684.Superseded values are not recommended for survey control.
 NP0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0684.See file dsdata.txt to determine how the superseded data were derived.
 NP0684
 NP0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6384946669(NAD 83)
 NP0684_MARKER: DS = TRIANGULATION STATION DISK
 NP0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0684_SP_SET: CONCRETE POST
 NP0684_STAMPING: CHADRON 1934
 NP0684_MARK LOGO: CGS   
 NP0684_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0684+STABILITY: SURFACE MOTION
 NP0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0684+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1982
 NP0684
 NP0684  HISTORY     - Date     Condition        Report By
 NP0684  HISTORY     - 1934     MONUMENTED       CGS
 NP0684  HISTORY     - 1934     GOOD             CGS
 NP0684  HISTORY     - 1941     GOOD             CGS
 NP0684  HISTORY     - 1943     GOOD             CGS
 NP0684  HISTORY     - 1969     GOOD             CGS
 NP0684  HISTORY     - 1974     GOOD             LOCSUR
 NP0684  HISTORY     - 19820805 GOOD             NGS
 NP0684
 NP0684                          STATION DESCRIPTION
 NP0684
 NP0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0684'STATION IS ON TOP OF A PASTURE HILL, 200 YARDS E OF THE GRADED
 NP0684'HIGHWAY, WHICH RUNS N FROM CHADRON, AND ABOUT 150 YARDS N OF
 NP0684'A WIRE FENCE.  THE HILL ON WHICH THE STATION IS LOCATED IS THE
 NP0684'HILL E OF THE TOP OF THE FIRST GRADE OUT OF CHADRON AND OVERLOOKS
 NP0684'THE ENTIRE TOWN.
 NP0684'
 NP0684'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET
 NP0684'IN CONCRETE.
 NP0684'
 NP0684'THE AZIMUTH MARK IS LOCATED 37 FEET E OF THE CENTER LINE OF
 NP0684'N-AND-S GRADED ROAD, 3 FEET E OF A N-AND-S FENCE, AND 89 FEET
 NP0684'N OF THE CORNER POST OF FIELD, WHICH IS ALSO THE S POST OF A
 NP0684'WIRE GATE IN THE N-AND-S FENCE.
 NP0684
 NP0684                          STATION RECOVERY (1934)
 NP0684
 NP0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NP0684'RECOVERED IN GOOD CONDITION.
 NP0684
 NP0684                          STATION RECOVERY (1941)
 NP0684
 NP0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0684'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NP0684'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 NP0684'
 NP0684'STATION IS LOCATED ABOUT 1.6 MILES N OF CHADRON, ON TOP OF A
 NP0684'PASTURE HILL 200 YARDS E OF A GRADED ROAD, 150 YARDS N OF A WIRE
 NP0684'FENCE AND 6 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED
 NP0684'CHADRON 1934 AND PROJECTS ABOUT 8 INCHES.
 NP0684'
 NP0684'REFERENCE MARK NO. 1 IS STAMPED CHADRON NO. 1 1934 AND PROJECTS
 NP0684'ABOUT 12 INCHES.
 NP0684'
 NP0684'REFERENCE MARK NO. 2 IS STAMPED CHADRON NO. 2 1934 AND PROJECTS
 NP0684'ABOUT 8 INCHES.
 NP0684'
 NP0684'THE AZIMUTH MARK IS ABOUT 50 YARDS N OF A CROSS ROAD INTERSECTION,
 NP0684'38 FEET E OF THE CENTER LINE OF A DIRT ROAD, 3 FEET S OF A WHITE
 NP0684'REFERENCE POST AND 1 FOOT W OF A FENCE.  IT IS STAMPED CHADRON
 NP0684'AZIMUTH 1934 AND PROJECTS ABOUT 8 INCHES.
 NP0684'
 NP0684'TO REACH THE STATION FROM THE POST OFFICE IN CHADRON, GO N
 NP0684'ON MAIN STREET AND CONTINUE N ON GRADED ROAD FOR 0.9 MILE TO A
 NP0684'CROSS ROAD, PASS THROUGH WIRE GATE AT THE NE CORNER OF THE
 NP0684'INTERSECTION AND GO N ALONG THE E SIDE OF THE FENCE FOR ABOUT
 NP0684'50 YARDS TO THE AZIMUTH MARK ON THE LEFT IN THE FENCE LINE,
 NP0684'CONTINUE N ALONG FENCE FOR 0.7 MILE TO A FENCE CORNER, PASS
 NP0684'THROUGH FENCE AND GO NE ABOUT 300 YARDS TO THE HIGHEST POINT
 NP0684'OF HILL AND STATION.
 NP0684
 NP0684                          STATION RECOVERY (1943)
 NP0684
 NP0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EW)
 NP0684'STATION RECOVERED IN EXCELLENT CONDITION.
 NP0684
 NP0684                          STATION RECOVERY (1969)
 NP0684
 NP0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DLW)
 NP0684'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NP0684'
 NP0684'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.6 MILES
 NP0684'NORTH OF CHADRON.
 NP0684
 NP0684                          STATION RECOVERY (1974)
 NP0684
 NP0684'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (DWV)
 NP0684'STATION RECOVERED BY CHADRON STATE COLLEGE
 NP0684'
 NP0684'CHADRON 1934-FAIR, ONE CORNER OF CONCRETE CRUMBLED AWAY ON
 NP0684'STATION.
 NP0684'
 NP0684'REFERENCE MARK NO 1-POOR, BROKEN FROM ORIGINAL POINT OF PLACEMENT
 NP0684'
 NP0684'REFERENCE MARK NO 1 MUST BE REPLACED AND RESET.
 NP0684'
 NP0684'ALL OTHER MARKS ARE IN EXCELLENT CONDITION.
 NP0684
 NP0684                          STATION RECOVERY (1982)
 NP0684
 NP0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NP0684'THE SURFACE STATION MARK WAS RECOVERED WITH THE WEST CORNER BROKEN
 NP0684'AWAY.  RM 1 WAS FOUND DESTROYED.  RM 2 AND THE AZIMUTH MARK WERE
 NP0684'RECOVERED IN GOOD CONDITION.  THE STATION MARK WAS REPAIRED AND RM 3
 NP0684'WAS ESTABLISHED.  AN ADEQUATE CHECK TO RM 2 WAS OBTAINED.
 NP0684'THE STATION IS LOCATED ABOUT 2.8 KM (1.7 MI) NORTH FROM CHADRON, 275 M
 NP0684'(902.2 FT) EAST FROM A GRAVELED ROAD, 0.32 KM (0.20 MI) NORTHEAST
 NP0684'FROM A LARGE, SQUARE, MICROWAVE ANTENNA AND ON PROPERTY OWNED BY DALE
 NP0684'ANDERSON, ROUTE 2, BOX 63, CHADRON, NEBRASKA  69337.  TELEPHONE 308
 NP0684'432 5285.
 NP0684'TO REACH FROM THE CHADRON CITY OFFICES BUILDING, GO NORTH ON MAIN
 NP0684'STREET FOR 1.45 KM (0.90 MI) TO A CROSSROAD AND THE AZIMUTH MARK IN
 NP0684'THE NORTHEAST ANGLE OF THE INTERSECTION.  CONTINUE NORTH ON A
 NP0684'GRAVELED ROAD FOR 1.21 KM (0.75 MI) TO THE MICROWAVE ANTENNA, A
 NP0684'T-FENCE, AND A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE,
 NP0684'AND GO NORTHEAST ACROSS PASTURELAND, TO THE TOP OF A LARGE PROMINENT
 NP0684'HILL AND THE STATION.
 NP0684'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT
 NP0684'PROJECTS 30 CM ABOVE THE GROUND.  THERE ARE NO LOCAL OBJECTS TO
 NP0684'REFERENCE TO.  THE UNDERGROUND MARK WAS NOT INSPECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0769 ***********************************************************************
 NP0769  DESIGNATION -  CHADRON AZ MK
 NP0769  PID         -  NP0769
 NP0769  STATE/COUNTY-  NE/DAWES
 NP0769  USGS QUAD   -  CHADRON EAST (1970)
 NP0769
 NP0769                         *CURRENT SURVEY CONTROL
 NP0769  ___________________________________________________________________
 NP0769* NAD 83(1995)-  42 50 36.24702(N)    102 59 52.70443(W)     ADJUSTED  
 NP0769* NAVD 88     -      1037.9    (meters)    3405.     (feet)  VERTCON   
 NP0769  ___________________________________________________________________
 NP0769  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 NP0769  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0769
 NP0769  HORZ ORDER  -  THIRD
 NP0769
 NP0769.The horizontal coordinates were established by classical geodetic methods
 NP0769.and adjusted by the National Geodetic Survey in August 1997..
 NP0769
 NP0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0769
 NP0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0769
 NP0769.The geoid height was determined by GEOID03.
 NP0769
 NP0769;                    North         East     Units Scale Factor Converg.
 NP0769;SPC NE       -   338,473.529   254,988.236   MT  0.99993194   -1 59 12.3
 NP0769;UTM  13      - 4,745,369.082   663,598.241   MT  0.99992928   +1 21 42.0
 NP0769
 NP0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0769!SPC NE       -   0.99984007  x   0.99993194  =   0.99977202
 NP0769!UTM  13      -   0.99984007  x   0.99992928  =   0.99976936
 NP0769
 NP0769                          SUPERSEDED SURVEY CONTROL
 NP0769
 NP0769  NAD 83(1995)-  42 50 36.24508(N)    102 59 52.70371(W) AD(       ) 3
 NP0769  NAD 83(1986)-  42 50 36.23526(N)    102 59 52.69468(W) AD(       ) 3
 NP0769  NGVD 29 (02/17/94) 1037.4    (m)         3404.     (f) VERT ANG       
 NP0769
 NP0769.Superseded values are not recommended for survey control.
 NP0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0769.See file dsdata.txt to determine how the superseded data were derived.
 NP0769
 NP0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6359845369(NAD 83)
 NP0769_MARKER: DZ = AZIMUTH MARK DISK
 NP0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0769_SP_SET: CONCRETE POST
 NP0769_STAMPING: CHADRON 1934
 NP0769_MARK LOGO: CGS   
 NP0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0769+STABILITY: SURFACE MOTION
 NP0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0769+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1982
 NP0769
 NP0769  HISTORY     - Date     Condition        Report By
 NP0769  HISTORY     - 1934     MONUMENTED       CGS
 NP0769  HISTORY     - 19820805 GOOD             NGS
 NP0769
 NP0769                          STATION DESCRIPTION
 NP0769
 NP0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NP0769'THE MARK IS LOCATED ABOUT 1.45 KM (0.90 MI) NORTH FROM CHADRON AND IN
 NP0769'THE NORTHEAST ANGLE OF AN INTERSECTION AND ON ROAD RIGHT-OF-WAY.
 NP0769'TO REACH FROM THE CHADRON CITY OFFICES BUILDING, GO NORTH ON MAIN
 NP0769'STREET FOR 1.45 KM (0.90 MI) TO A CROSSROAD AND THE STATION.
 NP0769'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5
 NP0769'CM ABOVE THE GROUND.  IT IS 39.9 M (130.9 FT) NORTH FROM THE
 NP0769'CENTERLINE OF THE EAST/WEST ROAD, 13.7 M (44.9 FT) EAST FROM THE
 NP0769'CENTERLINE OF THE NORTH/SOUTH ROAD, 0.3 M (1.0 FT) SOUTH FROM A
 NP0769'WITNESS POST AND 0.15 M (0.49 FT) WEST FROM A FENCE.
 NP0769'AN ELECTRONIC TRAVERSE WAS MADE FROM STATION CHADRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0688 ***********************************************************************
 NP0688  DESIGNATION -  CHADRON C AND NW RR WEST TANK
 NP0688  PID         -  NP0688
 NP0688  STATE/COUNTY-  NE/DAWES
 NP0688  USGS QUAD   -  CHADRON WEST (1980)
 NP0688
 NP0688                         *CURRENT SURVEY CONTROL
 NP0688  ___________________________________________________________________
 NP0688* NAD 83(1995)-  42 50 05.01307(N)    103 00 11.36633(W)     ADJUSTED  
 NP0688* NAVD 88     -                                                        
 NP0688  ___________________________________________________________________
 NP0688  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 NP0688  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0688
 NP0688  HORZ ORDER  -  THIRD
 NP0688
 NP0688.The horizontal coordinates were established by classical geodetic methods
 NP0688.and adjusted by the National Geodetic Survey in January 1998..
 NP0688
 NP0688
 NP0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0688
 NP0688.The geoid height was determined by GEOID03.
 NP0688
 NP0688;                    North         East     Units Scale Factor Converg.
 NP0688;SPC NE       -   337,525.057   254,531.282   MT  0.99992839   -1 59 24.7
 NP0688;UTM  13      - 4,744,395.542   663,197.463   MT  0.99992767   +1 21 28.5
 NP0688
 NP0688                          SUPERSEDED SURVEY CONTROL
 NP0688
 NP0688  NAD 83(1995)-  42 50 05.01304(N)    103 00 11.36629(W) AD(       ) 4
 NP0688  NAD 83(1995)-  42 50 05.01106(N)    103 00 11.36567(W) AD(       ) 4
 NP0688  NAD 83(1986)-  42 50 05.00069(N)    103 00 11.35636(W) AD(       ) 4
 NP0688  NAD 27      -  42 50 05.08600(N)    103 00 09.69300(W) AD(       ) 3
 NP0688
 NP0688.Superseded values are not recommended for survey control.
 NP0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0688.See file dsdata.txt to determine how the superseded data were derived.
 NP0688
 NP0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6319744396(NAD 83)
 NP0688_MARKER: 53 = ELEVATED TANK
 NP0688
 NP0688  HISTORY     - Date     Condition        Report By
 NP0688  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0688  HISTORY     - 1941     GOOD             CGS
 NP0688
 NP0688                          STATION DESCRIPTION
 NP0688
 NP0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0688'THIS STATION IS A BLACK STEEL WATER TANK ON A LOW STEEL TOWER.
 NP0688'ITS OVERALL HEIGHT IS 60 FEET AND ITS CAPACITY IS 50,000
 NP0688'GALLONS.
 NP0688'
 NP0688'IT IS LOCATED IN THE RAILROAD YARDS OF THE CHICAGO AND NORTHWESTERN
 NP0688'RAILROAD, JUST W OF THE ROUNDHOUSE AND N OF THE TRACKS.  FINIAL
 NP0688'OF TANK USED AS INTERSECTION POINT.
 NP0688
 NP0688                          STATION RECOVERY (1941)
 NP0688
 NP0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0688'STATION IS LOCATED IN THE RAILROAD YARDS OF THE CHICAGO AND
 NP0688'NORTHWESTERN RAILROAD, JUST W OF THE ROUNDHOUSE, ON THE N
 NP0688'SIDE OF THE MAIN LINE TRACKS AND 38 PACES E OF THE RAILROAD
 NP0688'OIL STANDPIPE.
 NP0688'
 NP0688'THE TANK AND FOUR-LEG TRUSSWORK SUPPORTING TOWER ARE CONSTRUCTED
 NP0688'OF STEEL, ARE PAINTED BLACK, AND ABOUT 60 FEET HIGH OVER-ALL.
 NP0688'ITS CAPACITY IS 50,000 GALLONS.  THE POINT LOCATED WAS A
 NP0688'BALL AT THE APEX OF THE CONICAL ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0694 ***********************************************************************
 NP0694  DESIGNATION -  CHADRON C AND NW RR OIL SPIPE
 NP0694  PID         -  NP0694
 NP0694  STATE/COUNTY-  NE/DAWES
 NP0694  USGS QUAD   -  CHADRON WEST (1980)
 NP0694
 NP0694                         *CURRENT SURVEY CONTROL
 NP0694  ___________________________________________________________________
 NP0694* NAD 83(1995)-  42 50 04.97094(N)    103 00 12.80829(W)     ADJUSTED  
 NP0694* NAVD 88     -                                                        
 NP0694  ___________________________________________________________________
 NP0694  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 NP0694  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0694
 NP0694  HORZ ORDER  -  THIRD
 NP0694
 NP0694.The horizontal coordinates were established by classical geodetic methods
 NP0694.and adjusted by the National Geodetic Survey in January 1998..
 NP0694
 NP0694
 NP0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0694
 NP0694.The geoid height was determined by GEOID03.
 NP0694
 NP0694;                    North         East     Units Scale Factor Converg.
 NP0694;SPC NE       -   337,524.895   254,498.510   MT  0.99992839   -1 59 25.6
 NP0694;UTM  13      - 4,744,393.467   663,164.757   MT  0.99992753   +1 21 27.5
 NP0694
 NP0694                          SUPERSEDED SURVEY CONTROL
 NP0694
 NP0694  NAD 83(1995)-  42 50 04.97091(N)    103 00 12.80825(W) AD(       ) 4
 NP0694  NAD 83(1995)-  42 50 04.96890(N)    103 00 12.80763(W) AD(       ) 4
 NP0694  NAD 83(1986)-  42 50 04.95911(N)    103 00 12.79822(W) AD(       ) 4
 NP0694  NAD 27      -  42 50 05.06600(N)    103 00 11.13000(W) AD(       ) 3
 NP0694
 NP0694.Superseded values are not recommended for survey control.
 NP0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0694.See file dsdata.txt to determine how the superseded data were derived.
 NP0694
 NP0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6316544393(NAD 83)
 NP0694_MARKER: 52 = STANDPIPE TANK
 NP0694
 NP0694  HISTORY     - Date     Condition        Report By
 NP0694  HISTORY     - 1941     FIRST OBSERVED   CGS
 NP0694
 NP0694                          STATION DESCRIPTION
 NP0694
 NP0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0694'STATION IS IN THE NW PART OF CHADRON, 0.25 MILE NW OF THE
 NP0694'INTERSECTION OF FIRST AND MAIN STREETS, 80 YARDS N OF THE
 NP0694'MAIN LINE RAILROAD TRACKS AND 38 PACES FROM THE CHICAGO AND
 NP0694'NORTHWESTERN RAILROAD WEST WATER TANK.
 NP0694'
 NP0694'IT IS CONSTRUCTED OF STEEL, IS PAINTED BLACK AND IS ABOUT
 NP0694'60 FEET HIGH BY 28 FEET IN DIAMETER.
 NP0694'
 NP0694'THE POINT LOCATED WAS A SMALL BALL AT THE CENTER OF THE ROOF
 NP0694'OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0695 ***********************************************************************
 NP0695  DESIGNATION -  CHADRON C AND NW RR EAST TANK
 NP0695  PID         -  NP0695
 NP0695  STATE/COUNTY-  NE/DAWES
 NP0695  USGS QUAD   -  CHADRON WEST (1980)
 NP0695
 NP0695                         *CURRENT SURVEY CONTROL
 NP0695  ___________________________________________________________________
 NP0695* NAD 83(1995)-  42 50 01.16074(N)    103 00 05.72100(W)     ADJUSTED  
 NP0695* NAVD 88     -                                                        
 NP0695  ___________________________________________________________________
 NP0695  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 NP0695  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0695
 NP0695  HORZ ORDER  -  THIRD
 NP0695
 NP0695.The horizontal coordinates were established by classical geodetic methods
 NP0695.and adjusted by the National Geodetic Survey in August 1997..
 NP0695
 NP0695
 NP0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0695
 NP0695.The geoid height was determined by GEOID03.
 NP0695
 NP0695;                    North         East     Units Scale Factor Converg.
 NP0695;SPC NE       -   337,401.810   254,655.280   MT  0.99992796   -1 59 20.9
 NP0695;UTM  13      - 4,744,279.748   663,328.447   MT  0.99992819   +1 21 32.3
 NP0695
 NP0695                          SUPERSEDED SURVEY CONTROL
 NP0695
 NP0695  NAD 83(1995)-  42 50 01.15895(N)    103 00 05.72034(W) AD(       ) 4
 NP0695  NAD 83(1986)-  42 50 01.14962(N)    103 00 05.71083(W) AD(       ) 4
 NP0695  NAD 27      -  42 50 01.24300(N)    103 00 04.04700(W) AD(       ) 3
 NP0695
 NP0695.Superseded values are not recommended for survey control.
 NP0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0695.See file dsdata.txt to determine how the superseded data were derived.
 NP0695
 NP0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6332844280(NAD 83)
 NP0695_MARKER: 53 = ELEVATED TANK
 NP0695
 NP0695  HISTORY     - Date     Condition        Report By
 NP0695  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0695
 NP0695                          STATION DESCRIPTION
 NP0695
 NP0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0695'STATION IS A BLACK STEEL TANK ON A LOW STEEL TOWER.  ITS
 NP0695'OVER-ALL HEIGHT IS 50 FEET AND ITS CAPACITY IS 40,000 GALLONS.
 NP0695'
 NP0695'IT IS SITUATED IN THE CHICAGO AND NORTHWESTERN RAILROAD YARDS,
 NP0695'JUST E OF THE ROUNDHOUSE AND N OF TRACKS AND JUST S OF 4
 NP0695'STEEL STACKS.
 NP0695'
 NP0695'FINIAL OF TANK USED AS INTERSECTION POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0691 ***********************************************************************
 NP0691  DESIGNATION -  CHADRON CONC C SW COR OF MON
 NP0691  PID         -  NP0691
 NP0691  STATE/COUNTY-  NE/DAWES
 NP0691  USGS QUAD   -  CHADRON WEST (1980)
 NP0691
 NP0691                         *CURRENT SURVEY CONTROL
 NP0691  ___________________________________________________________________
 NP0691* NAD 83(1995)-  42 48 54.49094(N)    103 00 10.35999(W)     ADJUSTED  
 NP0691* NAVD 88     -      1098.     (meters)    3602.     (feet)  SCALED    
 NP0691  ___________________________________________________________________
 NP0691  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 NP0691  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0691
 NP0691  HORZ ORDER  -  SECOND
 NP0691
 NP0691.The horizontal coordinates were established by classical geodetic methods
 NP0691.and adjusted by the National Geodetic Survey in January 1998..
 NP0691
 NP0691.The orthometric height was scaled from a topographic map.
 NP0691
 NP0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0691
 NP0691.The geoid height was determined by GEOID03.
 NP0691
 NP0691;                    North         East     Units Scale Factor Converg.
 NP0691;SPC NE       -   335,349.558   254,478.559   MT  0.99992047   -1 59 24.0
 NP0691;UTM  13      - 4,742,220.670   663,271.875   MT  0.99992797   +1 21 27.4
 NP0691
 NP0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0691!SPC NE       -   0.99983072  x   0.99992047  =   0.99975121
 NP0691!UTM  13      -   0.99983072  x   0.99992797  =   0.99975870
 NP0691
 NP0691                          SUPERSEDED SURVEY CONTROL
 NP0691
 NP0691  NAD 83(1995)-  42 48 54.49094(N)    103 00 10.35995(W) AD(       ) 2
 NP0691  NAD 83(1995)-  42 48 54.48984(N)    103 00 10.35940(W) AD(       ) 2
 NP0691  NAD 83(1986)-  42 48 54.47752(N)    103 00 10.34984(W) AD(       ) 2
 NP0691  NAD 27      -  42 48 54.57300(N)    103 00 08.68600(W) AD(       ) 2
 NP0691
 NP0691.Superseded values are not recommended for survey control.
 NP0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0691.See file dsdata.txt to determine how the superseded data were derived.
 NP0691
 NP0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6327242221(NAD 83)
 NP0691_MARKER: U = CONCRETE POST
 NP0691_SETTING: 0 = UNSPECIFIED SETTING
 NP0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0691
 NP0691  HISTORY     - Date     Condition        Report By
 NP0691  HISTORY     - 1941     MONUMENTED       CGS
 NP0691
 NP0691                          STATION DESCRIPTION
 NP0691
 NP0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0691'THIS TRAVERSE STATION IS LOCATED ON THE GROUNDS OF THE CHADRON
 NP0691'STATE NORMAL SCHOOL IN THE NW 1/4 SEC. 29, T. 33 N, R. 48 W,
 NP0691'1 MILE S OF THE CENTER OF CHADRON.
 NP0691'
 NP0691'IT IS CONSTRUCTED OF CONCRETE BLOCKS, IS APPROXIMATELY 20
 NP0691'FEET WIDE AND ABOUT 95 FEET IN LENGTH.
 NP0691'
 NP0691'THE POINT OBSERVED AND MEASURED TO FROM TRIANGULATION STATION
 NP0691'CHADRON MAGNETIC STATION IS THE UPPER RIGHT HAND CORNER (SW
 NP0691'CORNER).
 NP0691'
 NP0691'DISTANCE FROM CHADRON MAGNETIC STATION IS 17.812 METERS (58.44
 NP0691'FEET).
 NP0691'
 NP0691'STATION IS ON THE N SLOPE OF A MOUNTAIN AND CAN BE SEEN FROM
 NP0691'A CONSIDERABLE DISTANCE FROM THE N, E, AND W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0690 ***********************************************************************
 NP0690  DESIGNATION -  CHADRON MAGNETIC STA
 NP0690  PID         -  NP0690
 NP0690  STATE/COUNTY-  NE/DAWES
 NP0690  USGS QUAD   -  CHADRON WEST (1980)
 NP0690
 NP0690                         *CURRENT SURVEY CONTROL
 NP0690  ___________________________________________________________________
 NP0690* NAD 83(1995)-  42 48 53.96502(N)    103 00 10.03682(W)     ADJUSTED  
 NP0690* NAVD 88     -      1098.     (meters)    3602.     (feet)  SCALED    
 NP0690  ___________________________________________________________________
 NP0690  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 NP0690  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0690
 NP0690  HORZ ORDER  -  SECOND
 NP0690
 NP0690.The horizontal coordinates were established by classical geodetic methods
 NP0690.and adjusted by the National Geodetic Survey in January 1998..
 NP0690
 NP0690.The orthometric height was scaled from a topographic map.
 NP0690
 NP0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0690
 NP0690.The geoid height was determined by GEOID03.
 NP0690
 NP0690;                    North         East     Units Scale Factor Converg.
 NP0690;SPC NE       -   335,333.085   254,485.332   MT  0.99992041   -1 59 23.8
 NP0690;UTM  13      - 4,742,204.620   663,279.599   MT  0.99992800   +1 21 27.6
 NP0690
 NP0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0690!SPC NE       -   0.99983072  x   0.99992041  =   0.99975115
 NP0690!UTM  13      -   0.99983072  x   0.99992800  =   0.99975873
 NP0690
 NP0690:                Primary Azimuth Mark                     Grid Az
 NP0690:SPC NE       -  CHADRON C AND NW RR EAST TANK            004 41 46.9
 NP0690:UTM  13      -  CHADRON C AND NW RR EAST TANK            001 20 55.5
 NP0690
 NP0690|---------------------------------------------------------------------|
 NP0690| PID    Reference Object                     Distance      Geod. Az  |
 NP0690|                                                           dddmmss.s |
 NP0690| NP0695 CHADRON C AND NW RR EAST TANK       APPROX. 2.1 KM 0024223.1 |
 NP0690| NP0769 CHADRON AZ MK                       APPROX. 3.2 KM 0070628.8 |
 NP0690| CP8992 CHADRON MAGNETIC STA RM 1             7.731 METERS 11506     |
 NP0690| CP8990 CHADRON MAGNETIC STA RM 2             7.569 METERS 23631     |
 NP0690| NP0691 CHADRON CONC C SW COR OF MON         17.812 METERS 33540     |
 NP0690| NP0688 CHADRON C AND NW RR WEST TANK       APPROX. 2.2 KM 3591239.5 |
 NP0690|---------------------------------------------------------------------|
 NP0690
 NP0690                          SUPERSEDED SURVEY CONTROL
 NP0690
 NP0690  NAD 83(1995)-  42 48 53.96503(N)    103 00 10.03678(W) AD(       ) 2
 NP0690  NAD 83(1995)-  42 48 53.96392(N)    103 00 10.03624(W) AD(       ) 2
 NP0690  NAD 83(1986)-  42 48 53.95161(N)    103 00 10.02667(W) AD(       ) 2
 NP0690  NAD 27      -  42 48 54.04700(N)    103 00 08.36300(W) AD(       ) 2
 NP0690
 NP0690.Superseded values are not recommended for survey control.
 NP0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0690.See file dsdata.txt to determine how the superseded data were derived.
 NP0690
 NP0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6328042205(NAD 83)
 NP0690_MARKER: DM = MAGNETIC STATION DISK
 NP0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0690_MARK LOGO: CGS   
 NP0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0690+STABILITY: SURFACE MOTION
 NP0690
 NP0690  HISTORY     - Date     Condition        Report By
 NP0690  HISTORY     - 1941     MONUMENTED       CGS
 NP0690  HISTORY     - 1943     GOOD             CGS
 NP0690  HISTORY     - 1969     GOOD             CGS
 NP0690  HISTORY     - 19971218 GOOD             LOCSUR
 NP0690
 NP0690                          STATION DESCRIPTION
 NP0690
 NP0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0690'STATION IS A U.S.C. AND G.S. MAGNETIC STATION AND IS LOCATED
 NP0690'ON THE GROUNDS OF THE CHADRON STATE NORMAL SCHOOL IN THE NW
 NP0690'1/4 SEC. 29, T. 33 N, R. 48 W, 1 MILE S OF THE CENTER OF
 NP0690'CHADRON.  STATION IS A STANDARD U.S.C. AND G.S. MAGNETIC DISK
 NP0690'SET IN A 16- BY 16-INCH CONCRETE BLOCK AND PROJECTS 2 INCHES.
 NP0690'MARK IS NOT STAMPED.
 NP0690'
 NP0690'REFERENCE AND AZIMUTHS MARKS ARE STANDARD DISKS SET IN SQUARE
 NP0690'CONCRETE POSTS.
 NP0690'
 NP0690'REFERENCE MARK NO. 1 IS STAMPED CHADRON MAG. NO. 1 1941
 NP0690'AND PROJECTS 4 INCHES.
 NP0690'
 NP0690'REFERENCE MARK NO. 2 IS STAMPED CHADRON MAG. NO. 2 1941 AND
 NP0690'PROJECTS 3 INCHES.
 NP0690'
 NP0690'CONCRETE C IS NNW OF THE STATION.  IT IS CONSTRUCTED OF CONCRETE
 NP0690'BLOCKS, IS APPROXIMATELY 20 FEET WIDE AND ABOUT 95 FEET IN
 NP0690'LENGTH.  THE POINT OBSERVED AND MEASURED IS THE UPPER RIGHT
 NP0690'HAND CORNER (SW CORNER).
 NP0690'
 NP0690'THE AZIMUTH MARK IS N OF THE STATION, 38 FEET E OF THE CENTER
 NP0690'LINE OF A DIRT ROAD, 3 FEET S OF A WHITE REFERENCE POST, 1 FOOT
 NP0690'W OF A FENCE AND ABOUT 50 YARDS N OF A CROSS ROAD.  THIS MARK
 NP0690'IS THE AZIMUTH MARK FOR TRIANGULATION STATION CHADRON.  IT
 NP0690'IS STAMPED CHADRON AZIMUTH 1934 AND PROJECTS 8 INCHES.
 NP0690'
 NP0690'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN CHADRON GO N
 NP0690'ON THE MAIN STREET FOR 1.0 MILE TO THE MARK ON THE RIGHT.
 NP0690'
 NP0690'TO REACH THE STATION FROM THE POST OFFICE IN CHADRON GO S
 NP0690'ON THE MAIN STREET AND INTO THE NORMAL SCHOOL GROUNDS FOR 0.75
 NP0690'MILE TO A GATE AT THE FOOT OF A STEEP HILL.  GO THROUGH GATE
 NP0690'AND CONTINUE S ABOUT 0.25 MILE TO TOP OF THE LOWER ONE OF TWO
 NP0690'RIDGES AND THE STATION.
 NP0690'
 NP0690'A 4-FOOT SIGNAL AT CHADRON IS VISIBLE ON THE GROUND.
 NP0690'
 NP0690'A 4-FOOT SIGNAL AT ISINGLASS IS VISIBLE ON THE GROUND.
 NP0690'
 NP0690'A 87-FOOT SIGNAL AT HUNTER IS VISIBLE ON THE GROUND.
 NP0690
 NP0690                          STATION RECOVERY (1943)
 NP0690
 NP0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (BD)
 NP0690'STATION RECOVERED IN EXCELLENT CONDITION.
 NP0690
 NP0690                          STATION RECOVERY (1969)
 NP0690
 NP0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DLW)
 NP0690'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NP0690'
 NP0690'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH
 NP0690'OF CENTER OF CHADRON.
 NP0690
 NP0690                          STATION RECOVERY (1997)
 NP0690
 NP0690'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RCC)
 NP0690'STATION IS LOCATED ON THE GROUNDS OF THE CHADRON STATE COLLEGE WHICH
 NP0690'IS LOCATED ABOUT ONE MILE SOUTH OF THE CENTER OF CHADRON.  THE STATION
 NP0690'IS ON THE NORTH FACING SLOPE OF A HILL WHICH BEARS A LARGE WHITE
 NP0690'LETTER C WHICH IS VISIBLE FROM DOWNTOWN CHADRON BY LOOKING SOUTH ON
 NP0690'MAIN STREET.  STATION IS 58.44 FEET (17.81 M) SOUTH-SOUTHEAST OF THE
 NP0690'SOUTHWEST CORNER OF A LARGE WHITE CONCRETE LETTER C, 25.33 FEET (7.72
 NP0690'M) WEST-NORTHWEST OF REFERENCE MARK NO 1 WHICH IS A BRASS DISK SET IN
 NP0690'A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.
 NP0690'THE STATION IS A STANDARD USC AND GS MAGNETIC BRASS DISK SET IN A 16
 NP0690'INCH SQUARE CONCRETE BLOCK. THE SURFACE OF THE DISK HAS MANY ABRASIONS
 NP0690'FROM VANDALISM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0692 ***********************************************************************
 NP0692  DESIGNATION -  CHADRON ST NORMAL COLL RED STK
 NP0692  PID         -  NP0692
 NP0692  STATE/COUNTY-  NE/DAWES
 NP0692  USGS QUAD   -  CHADRON WEST (1980)
 NP0692
 NP0692                         *CURRENT SURVEY CONTROL
 NP0692  ___________________________________________________________________
 NP0692* NAD 83(1995)-  42 49 09.15480(N)    103 00 05.13765(W)     ADJUSTED  
 NP0692* NAVD 88     -                                                        
 NP0692  ___________________________________________________________________
 NP0692  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 NP0692  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0692
 NP0692  HORZ ORDER  -  THIRD
 NP0692
 NP0692.The horizontal coordinates were established by classical geodetic methods
 NP0692.and adjusted by the National Geodetic Survey in January 1998..
 NP0692
 NP0692
 NP0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0692
 NP0692.The geoid height was determined by GEOID03.
 NP0692
 NP0692;                    North         East     Units Scale Factor Converg.
 NP0692;SPC NE       -   335,797.630   254,612.823   MT  0.99992211   -1 59 20.5
 NP0692;UTM  13      - 4,742,675.821   663,379.746   MT  0.99992840   +1 21 31.3
 NP0692
 NP0692                          SUPERSEDED SURVEY CONTROL
 NP0692
 NP0692  NAD 83(1995)-  42 49 09.15467(N)    103 00 05.13765(W) AD(       ) 4
 NP0692  NAD 83(1995)-  42 49 09.15231(N)    103 00 05.13742(W) AD(       ) 4
 NP0692  NAD 83(1986)-  42 49 09.14281(N)    103 00 05.12711(W) AD(       ) 4
 NP0692  NAD 27      -  42 49 09.22500(N)    103 00 03.46800(W) AD(       ) 3
 NP0692
 NP0692.Superseded values are not recommended for survey control.
 NP0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0692.See file dsdata.txt to determine how the superseded data were derived.
 NP0692
 NP0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6338042676(NAD 83)
 NP0692_MARKER: 63 = STACK
 NP0692
 NP0692  HISTORY     - Date     Condition        Report By
 NP0692  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0692  HISTORY     - 1941     GOOD             CGS
 NP0692
 NP0692                          STATION DESCRIPTION
 NP0692
 NP0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0692'THIS IS A RED BRICK, ROUND STACK ABOUT 75 FEET HIGH.  IT IS
 NP0692'LOCATED IMMEDIATELY N OF, AND IN THE REAR OF, THE CENTRALLY
 NP0692'LOCATED LARGE BUILDING OF THE COLLEGE, WHOSE ENTRANCE IS
 NP0692'LOCATED AT THE S END OF BORDEAUX STREET, SEVEN BLOCKS S OF
 NP0692'U.S. HIGHWAY 20.  THIS IS ON THE S OUTSKIRTS OF CHADRON.
 NP0692'
 NP0692'THE STACK WAS USED AS INTERSECTION POINT.
 NP0692
 NP0692                          STATION RECOVERY (1941)
 NP0692
 NP0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0692'RECOVERED AS DESCRIBED.
 NP0692'
 NP0692'THE POINT LOCATED WAS THE CENTER OF THE BASE OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0693 ***********************************************************************
 NP0693  DESIGNATION -  CHADRON W PUB SER CO SHORT STK
 NP0693  PID         -  NP0693
 NP0693  STATE/COUNTY-  NE/DAWES
 NP0693  USGS QUAD   -  CHADRON WEST (1980)
 NP0693
 NP0693                         *CURRENT SURVEY CONTROL
 NP0693  ___________________________________________________________________
 NP0693* NAD 83(1995)-  42 49 55.15555(N)    103 00 03.28671(W)     ADJUSTED  
 NP0693* NAVD 88     -                                                        
 NP0693  ___________________________________________________________________
 NP0693  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 NP0693  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0693
 NP0693  HORZ ORDER  -  THIRD
 NP0693
 NP0693.The horizontal coordinates were established by classical geodetic methods
 NP0693.and adjusted by the National Geodetic Survey in August 1997..
 NP0693
 NP0693
 NP0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0693
 NP0693.The geoid height was determined by GEOID03.
 NP0693
 NP0693;                    North         East     Units Scale Factor Converg.
 NP0693;SPC NE       -   337,214.707   254,704.098   MT  0.99992728   -1 59 19.3
 NP0693;UTM  13      - 4,744,095.815   663,388.109   MT  0.99992843   +1 21 33.8
 NP0693
 NP0693                          SUPERSEDED SURVEY CONTROL
 NP0693
 NP0693  NAD 83(1995)-  42 49 55.15378(N)    103 00 03.28607(W) AD(       ) 4
 NP0693  NAD 83(1986)-  42 49 55.14502(N)    103 00 03.27619(W) AD(       ) 4
 NP0693  NAD 27      -  42 49 55.23900(N)    103 00 01.61300(W) AD(       ) 3
 NP0693
 NP0693.Superseded values are not recommended for survey control.
 NP0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0693.See file dsdata.txt to determine how the superseded data were derived.
 NP0693
 NP0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6338844096(NAD 83)
 NP0693_MARKER: 63 = STACK
 NP0693
 NP0693  HISTORY     - Date     Condition        Report By
 NP0693  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0693
 NP0693                          STATION DESCRIPTION
 NP0693
 NP0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0693'STATION IS AN ALUMINUM-PAINTED STEEL STACK, ABOUT 5 FEET IN
 NP0693'DIAMETER AND 40 FEET HIGH, WITH ITS TOP RIM PAINTED BLACK.
 NP0693'
 NP0693'THIS STACK IS THE SHORTEST OF THREE STEEL STACKS SITUATED IN
 NP0693'THE IMMEDIATE REAR AND E OF THE WESTERN PUBLIC SERVICE COMPANYS
 NP0693'POWER HOUSE, LOCATED 1/2 BLOCK S OF THE CHICAGO AND NORTHWESTERN
 NP0693'RAILROAD TRACKS ON CHADRON AVENUE.
 NP0693'
 NP0693'THIS STACK WAS USED AS THE INTERSECTION POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0681 ***********************************************************************
 NN0681  DESIGNATION -  CHAIN
 NN0681  PID         -  NN0681
 NN0681  STATE/COUNTY-  NE/HOLT
 NN0681  USGS QUAD   -  MILES RANCH (1986)
 NN0681
 NN0681                         *CURRENT SURVEY CONTROL
 NN0681  ___________________________________________________________________
 NN0681* NAD 83(1995)-  42 06 49.73465(N)    098 52 14.14266(W)     ADJUSTED  
 NN0681* NAVD 88     -       713.     (meters)    2339.     (feet)  SCALED    
 NN0681  ___________________________________________________________________
 NN0681  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 NN0681  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 NN0681
 NN0681  HORZ ORDER  -  FIRST
 NN0681
 NN0681.The horizontal coordinates were established by classical geodetic methods
 NN0681.and adjusted by the National Geodetic Survey in August 1997..
 NN0681
 NN0681.The orthometric height was scaled from a topographic map.
 NN0681
 NN0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0681
 NN0681.The geoid height was determined by GEOID03.
 NN0681
 NN0681;                    North         East     Units Scale Factor Converg.
 NN0681;SPC NE       -   253,806.104   593,375.829   MT  0.99971484   +0 44 54.4
 NN0681;UTM  14      - 4,662,421.221   510,697.881   MT  0.99960141   +0 05 12.4
 NN0681
 NN0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0681!SPC NE       -   0.99989186  x   0.99971484  =   0.99960673
 NN0681!UTM  14      -   0.99989186  x   0.99960141  =   0.99949332
 NN0681
 NN0681|---------------------------------------------------------------------|
 NN0681| PID    Reference Object                     Distance      Geod. Az  |
 NN0681|                                                           dddmmss.s |
 NN0681| CO2836 CHAIN RM 1                                         02613     |
 NN0681| CO2837 CHAIN RM 2                                         12627     |
 NN0681| CO2835 CHAIN AZ MK                                        3284110.8 |
 NN0681|---------------------------------------------------------------------|
 NN0681
 NN0681                          SUPERSEDED SURVEY CONTROL
 NN0681
 NN0681  NAD 83(1986)-  42 06 49.73871(N)    098 52 14.15140(W) AD(       ) 1
 NN0681  NAD 27      -  42 06 49.72200(N)    098 52 12.80800(W) AD(       ) 1
 NN0681
 NN0681.Superseded values are not recommended for survey control.
 NN0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0681.See file dsdata.txt to determine how the superseded data were derived.
 NN0681
 NN0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM1069862421(NAD 83)
 NN0681_MARKER: DS = TRIANGULATION STATION DISK
 NN0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0681
 NN0681  HISTORY     - Date     Condition        Report By
 NN0681  HISTORY     - 1949     MONUMENTED       CGS
 NN0681
 NN0681                          STATION DESCRIPTION
 NN0681
 NN0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0681'THE STATION IS LOCATED ABOUT 6.25 MILES SOUTH AND 6.25 MILES
 NN0681'WEST OF CHAMBERS, ABOUT 8.25 MILES SOUTH AND 2.0 MILES EAST OF
 NN0681'AMELIA AND ABOUT 0.6 OF A MILE NORTHEAST OF CHAIN LAKE.  IT
 NN0681'IS ON THE LAKE VIEW RANCH ON TOP OF THE HIGHEST SAND HILL
 NN0681'IN THE VICINITY NEAR THE EAST EDGE OF A LARGE SAND BLOW-OUT.
 NN0681'IT PROJECTS 9 INCHES AND IS STAMPED CHAIN 1949.
 NN0681'
 NN0681'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE HILL ABOUT
 NN0681'2.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 7
 NN0681'INCHES AND IS STAMPED CHAIN NO 1 1949.
 NN0681'
 NN0681'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL ABOUT
 NN0681'2.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 12
 NN0681'INCHES AND IS STAMPED CHAIN NO 2 1949.
 NN0681'
 NN0681'THE AZIMUTH MARK IS NEAR THE SOUTHEAST CORNER OF A COTTON-WOOD
 NN0681'GROVE NORTHWEST OF THE STATION.  IT IS 27.0 FEET SOUTH-SOUTHWEST
 NN0681'OF A LONE COTTON-WOOD TREE AT THE SOUTH EDGE OF THE GROVE.
 NN0681'IT PROJECTS 5 INCHES AND IS STAMPED CHAIN 1949.
 NN0681'
 NN0681'TO REACH THE STATION FROM THE POST OFFICE IN AMELIA, GO SOUTH
 NN0681'ON THE MAIN STREET FOR 0.1 OF A MILE TO A T INTERSECTION,
 NN0681'TURN LEFT AND GO EAST FOR 0.4 OF A MILE TO A CROSSROAD, TURN
 NN0681'RIGHT AND GO SOUTH FOR 2.0 MILES TO A CROSSROAD, TURN LEFT
 NN0681'AND GO EAST ON MAIN ROAD FOR 2.0 MILES TO A T ROAD RIGHT,
 NN0681'TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 2.0 MILES TO A
 NN0681'CROSSROAD, CONTINUE SOUTH ON TRACK ROAD FOR 3.0 MILES TO A
 NN0681'T ROAD LEFT ABOUT 0.1 OF A MILE AFTER PASSING A FARM DRIVEWAY
 NN0681'ON THE LEFT, CONTINUE SOUTH ON TRACK ROAD FOR 0.25 OF A MILE
 NN0681'TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE
 NN0681'SOUTHEAST, SOUTHWEST AND SOUTH ON TRACK ROAD FOR 0.85 OF A
 NN0681'MILE TO A T INTERSECTION AT THE NORTHWEST CORNER OF A
 NN0681'LARGE COTTON-WOOD GROVE, TURN RIGHT ALONG THE NORTH SIDE
 NN0681'OF AN EAST-WEST FENCE AND GO 0.3 OF A MILE TO THE TOP OF A
 NN0681'SMALL SAND HILL AND A LET-DOWN IN THE FENCE ON THE LEFT,
 NN0681'TURN LEFT THROUGH LET-DOWN IN FENCE AND PICK ROAD SOUTH AND
 NN0681'SOUTHWESTERLY ACROSS PASTURE FOR ABOUT 0.4 OF A MILE TO THE
 NN0681'TOP OF THE HIGHEST SAND HILL IN THE VICINITY AND THE
 NN0681'STATION AS DESCRIBED.
 NN0681'
 NN0681'TO REACH THE AZIMUTH MARK FROM THE LET-DOWN IN THE FENCE MENTIONED
 NN0681'ABOVE, GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR 0.1 OF
 NN0681'A MILE, TURN RIGHT OFF OF TRAIL ROAD AND GO ACROSS A MEADOW
 NN0681'TO A COTTON-WOOD GROVE AND THE AZIMUTH MARK AS DESCRIBED.
 NN0681'
 NN0681'A 47 FOOT SIGNAL AT STATION DUMAS IS VISIBLE AT 4 FEET.
 NN0681'
 NN0681'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET.
 NN0681'
 NN0681'A 74 FOOT SIGNAL AT STATION AMELIA IS VISIBLE AT 4 FEET.
 NN0681'
 NN0681'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 4 FEET.
 NN0681'
 NN0681'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0524 ***********************************************************************
 MN0524  DESIGNATION -  CHALK
 MN0524  PID         -  MN0524
 MN0524  STATE/COUNTY-  NE/MORRILL
 MN0524  USGS QUAD   -  REDINGTON (1979)
 MN0524
 MN0524                         *CURRENT SURVEY CONTROL
 MN0524  ___________________________________________________________________
 MN0524* NAD 83(1995)-  41 35 02.44080(N)    103 22 01.68915(W)     ADJUSTED  
 MN0524* NAVD 88     -      1226.67   (+/-2cm)    4024.5    (feet)  VERTCON   
 MN0524  ___________________________________________________________________
 MN0524  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 MN0524  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 MN0524
 MN0524  HORZ ORDER  -  THIRD
 MN0524  VERT ORDER  -  THIRD ? (See Below)
 MN0524
 MN0524.The horizontal coordinates were established by classical geodetic methods
 MN0524.and adjusted by the National Geodetic Survey in August 1997..
 MN0524
 MN0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0524.The vertical order pertains to the NGVD 29 superseded value.
 MN0524
 MN0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0524
 MN0524.The geoid height was determined by GEOID03.
 MN0524
 MN0524;                    North         East     Units Scale Factor Converg.
 MN0524;SPC NE       -   199,834.479   219,387.245   MT  0.99965952   -2 13 53.0
 MN0524;UTM  13      - 4,604,878.611   636,109.317   MT  0.99982798   +1 05 02.1
 MN0524
 MN0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0524!SPC NE       -   0.99981068  x   0.99965952  =   0.99947027
 MN0524!UTM  13      -   0.99981068  x   0.99982798  =   0.99963869
 MN0524
 MN0524|---------------------------------------------------------------------|
 MN0524| PID    Reference Object                     Distance      Geod. Az  |
 MN0524|                                                           dddmmss.s |
 MN0524| MN0191 M 55                                  7.824 METERS 08503     |
 MN0524| CP6784 CHALK AZ MK                                        2693524.8 |
 MN0524| CP6785 CHALK AZ MK 2                                      2695549.8 |
 MN0524| CP6786 CHALK RM 1                           12.238 METERS 27047     |
 MN0524|---------------------------------------------------------------------|
 MN0524
 MN0524                          SUPERSEDED SURVEY CONTROL
 MN0524
 MN0524  NAD 83(1995)-  41 35 02.44073(N)    103 22 01.68907(W) AD(       ) 3
 MN0524  NAD 83(1986)-  41 35 02.43192(N)    103 22 01.69147(W) AD(       ) 3
 MN0524  NAD 27      -  41 35 02.52760(N)    103 21 59.91910(W) AD(       ) 3
 MN0524  NGVD 29 (07/19/86) 1226.05   (m)         4022.5    (f) LEVELING    3  
 MN0524
 MN0524.Superseded values are not recommended for survey control.
 MN0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0524.See file dsdata.txt to determine how the superseded data were derived.
 MN0524
 MN0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3610904879(NAD 83)
 MN0524_MARKER: DS = TRIANGULATION STATION DISK
 MN0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0524
 MN0524  HISTORY     - Date     Condition        Report By
 MN0524  HISTORY     - 1963     MONUMENTED       CGS
 MN0524  HISTORY     - 1966     GOOD             CGS
 MN0524
 MN0524                          STATION DESCRIPTION
 MN0524
 MN0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0524'THE STATION IS 19-1/2 MILES EAST AND 2 MILES NORTH OF HARRISBURG,
 MN0524'0.05 MILE EAST OF THE BANNER-MORRILL COUNTY LINE, NEAR THE
 MN0524'SOUTHWEST CORNER OF SECTION 30, T 19 N, R 52 W, AND ON STATE
 MN0524'HIGHWAY 88 ROAD RIGHT-OF-WAY.
 MN0524'
 MN0524'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MN0524'30 AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71
 MN0524'FOR 24.2 MILES TO THE JUNCTION WITH STATE HIGHWAY 88 ON THE
 MN0524'RIGHT.  TURN RIGHT AND GO EAST ON HIGHWAY 88 FOR 8.0 MILES
 MN0524'TO A CROSSROAD.  CONTINUE EAST ON HIGHWAY 88 FOR 7.3 MILES TO
 MN0524'THE AZIMUTH MARK ON THE LEFT, 38 FEET NORTH OF THE CENTER OF
 MN0524'HIGHWAY 88.  CONTINUE EAST ON HIGHWAY 88 FOR 0.65 MILE TO A
 MN0524'CROSSROAD AND THE BANNER-MORRILL COUNTY LINE.  CONTINUE EAST
 MN0524'ON HIGHWAY 88 FOR 0.05 MILE TO THE TOP OF A GRADE AND THE
 MN0524'STATION ON THE LEFT.
 MN0524'
 MN0524'STATION MARKS ARE STANDARD DISKS STAMPED CHALK 1963.  THE
 MN0524'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0524'SURFACE OF THE GROUND.  IT IS 53 FEET NORTH OF THE CENTER OF
 MN0524'STATE HIGHWAY 88, 22 FEET WEST OF A TELEPHONE POLE, 4.5 FEET
 MN0524'SOUTHEAST OF A METAL WITNESS POST, AND 2.5 FEET SOUTH OF A
 MN0524'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MN0524'CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0524'
 MN0524'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHALK NO 1 1963,
 MN0524'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0524'THE GROUND.  IT IS 54 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 MN0524'88, 36.5 FEET WEST OF THE METAL WITNESS POST, AND 1 FOOT SOUTH
 MN0524'OF THE FENCE.
 MN0524'
 MN0524'B.M. M55 (REFERENCE MARK NO. 2), A STANDARD BENCH MARK DISK
 MN0524'STAMPED M55 1934, IS SET IN A 6 INCH SQUARE CONCRETE POST
 MN0524'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 54 FEET NORTH
 MN0524'OF THE CENTER OF STATE HIGHWAY 88, 4 FEET EAST OF THE TELEPHONE
 MN0524'POLE, AND 1 FOOT SOUTH OF THE FENCE.
 MN0524'
 MN0524'AZIMUTH MARK, A STANDARD DISK STAMPED CHALK 1963, IS SET
 MN0524'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MN0524'IT IS 38 FEET NORTH OF THE CENTER OF STATE HIGHWAY 88, 2 FEET
 MN0524'NORTH OF A METAL WITNESS POST, AND 1 FOOT NORTH OF A FENCE.
 MN0524'
 MN0524'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0524
 MN0524                          STATION RECOVERY (1966)
 MN0524
 MN0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MN0524'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 MN0524'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF HIGHWAY
 MN0524'CONSTRUCTION SO A NEW MARK WAS ESTABLISHED AND THE ORIGINAL
 MN0524'AZIMUTH WAS DESTROYED.
 MN0524'
 MN0524'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 71
 MN0524'AND 88, ABOUT 3-1/2 MILES EAST AND 2 MILES NORTH OF HARRISBURG,
 MN0524'GO EAST ON STATE HIGHWAY FOR 8.0 MILES TO CROSSROADS, CONTINUE
 MN0524'EAST ON THE HIGHWAY FOR 7.3 MILES TO THE AZIMUTH MARK ON THE
 MN0524'LEFT, CONTINUE EAST FOR 0.7 MILE TO CROSSROADS AT THE
 MN0524'BANNER-MORRILL COUNTY LINE, CONTINUE EAST ON THE HIGHWAY FOR
 MN0524'0.05 MILE TO TOP OF HILL AND STATION ON THE LEFT.
 MN0524'
 MN0524'THE STATION IS 53 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 MN0524'22 FEET WEST OF A TELEPHONE POLE, 4.5 FEET SOUTHEAST OF A
 MN0524'METAL WITNESS POST AND 3.2 FEET SOUTHWEST OF A CONCRETE RIGHT
 MN0524'OF WAY POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 MN0524'IS STAMPED CHALK 1963.
 MN0524'
 MN0524'R.M. NO. 1 IS 54 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 MN0524'AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK
 MN0524'IS STAMPED CHALK NO 1 1963.
 MN0524'
 MN0524'B.M. M 55 (R.M. NO. 2) IS A STANDARD BENCH MARK DISK, STAMPED
 MN0524'M 55 1934, AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 MN0524'WITH THE GROUND.  IT IS 4 FEET EAST OF A TELEPHONE POLE AND
 MN0524'1 FOOT SOUTH OF A FENCE.
 MN0524'
 MN0524'THE AZIMUTH MARK IS 65 FEET NORTH OF THE CENTERLINE OF THE
 MN0524'HIGHWAY, 2.5 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 MN0524'SOUTH OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MN0524'IS STAMPED CHALK 1963 AZ 2 1966.
 MN0524'
 MN0524'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21 MILES
 MN0524'EAST-NORTHEAST OF HARRISBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0680 ***********************************************************************
 NN0680  DESIGNATION -  CHAMBERS
 NN0680  PID         -  NN0680
 NN0680  STATE/COUNTY-  NE/HOLT
 NN0680  USGS QUAD   -  CHAMBERS EAST (1986)
 NN0680
 NN0680                         *CURRENT SURVEY CONTROL
 NN0680  ___________________________________________________________________
 NN0680* NAD 83(1995)-  42 11 31.96273(N)    098 44 09.05631(W)     ADJUSTED  
 NN0680* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 NN0680  ___________________________________________________________________
 NN0680  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 NN0680  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 NN0680
 NN0680  HORZ ORDER  -  FIRST
 NN0680
 NN0680.The horizontal coordinates were established by classical geodetic methods
 NN0680.and adjusted by the National Geodetic Survey in August 1997..
 NN0680
 NN0680.The orthometric height was scaled from a topographic map.
 NN0680
 NN0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0680
 NN0680.The geoid height was determined by GEOID03.
 NN0680
 NN0680;                    North         East     Units Scale Factor Converg.
 NN0680;SPC NE       -   262,664.974   604,388.209   MT  0.99973031   +0 50 15.9
 NN0680;UTM  14      - 4,671,151.414   521,810.409   MT  0.99960585   +0 10 38.7
 NN0680
 NN0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0680!SPC NE       -   0.99990241  x   0.99973031  =   0.99963275
 NN0680!UTM  14      -   0.99990241  x   0.99960585  =   0.99950830
 NN0680
 NN0680:                Primary Azimuth Mark                     Grid Az
 NN0680:SPC NE       -  CHAMBERS AZ MK                           052 08 54.2
 NN0680:UTM  14      -  CHAMBERS AZ MK                           052 48 31.4
 NN0680
 NN0680|---------------------------------------------------------------------|
 NN0680| PID    Reference Object                     Distance      Geod. Az  |
 NN0680|                                                           dddmmss.s |
 NN0680| CO2838 CHAMBERS AZ MK                                     0525910.1 |
 NN0680| CO2839 CHAMBERS RM 1                        21.696 METERS 20047     |
 NN0680| CO2840 CHAMBERS RM 2                        21.839 METERS 31820     |
 NN0680|---------------------------------------------------------------------|
 NN0680
 NN0680                          SUPERSEDED SURVEY CONTROL
 NN0680
 NN0680  NAD 83(1986)-  42 11 31.96684(N)    098 44 09.06393(W) AD(       ) 1
 NN0680  NAD 27      -  42 11 31.94800(N)    098 44 07.74500(W) AD(       ) 1
 NN0680
 NN0680.Superseded values are not recommended for survey control.
 NN0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0680.See file dsdata.txt to determine how the superseded data were derived.
 NN0680
 NN0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2181071151(NAD 83)
 NN0680_MARKER: DS = TRIANGULATION STATION DISK
 NN0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0680
 NN0680  HISTORY     - Date     Condition        Report By
 NN0680  HISTORY     - 1949     MONUMENTED       CGS
 NN0680
 NN0680                          STATION DESCRIPTION
 NN0680
 NN0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0680'THE STATION IS LOCATED ABOUT 3/4 MILES SOUTH AND 0.6 MILES
 NN0680'EAST OF CHAMBERS ON THE HIGHEST POINT OF A SMALL RIDGE IN A
 NN0680'PASTURE AND ON LAND OWNED BY MR. TIM READ WHO LIVES ABOUT 0.75
 NN0680'MILE EAST-NORTHEAST OF THE STATION.  IT IS STAMPED CHAMBERS
 NN0680'1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0680'
 NN0680'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, SET ON
 NN0680'THE SOUTHWEST SLOPE OF THE RIDGE.  IT IS STAMPED CHAMBERS
 NN0680'NO 1 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0680'
 NN0680'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION AND
 NN0680'ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED
 NN0680'CHAMBERS NO 2 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0680'
 NN0680'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF THE STATION, 35
 NN0680'FEET WEST OF THE CENTER OF NORTH-SOUTH SECTION LINE ROAD,
 NN0680'8 FEET SOUTH OF THE SOUTH END OF GATE INTO PASTURE, 2 FEET NORTH
 NN0680'OF WITNESS POST AND 1 FOOT EAST OF FENCE LINE.  IT IS STAMPED
 NN0680'CHAMBERS 1949 AND PROJECTS 3 INCHES.
 NN0680'
 NN0680'TO REACH THE STATION FROM THE POST OFFICE IN CHAMBERS, GO
 NN0680'EAST ON STATE HIGHWAY 95 FOR 1.0 MILE TO CROSSROAD, TURN RIGHT
 NN0680'AND GO SOUTH FOR 0.6 MILE TO DRIVEWAY LEFT LEADING TO THE
 NN0680'READ FARM HOUSE AND WIRE GATE IN FENCE LINE ON THE RIGHT AND
 NN0680'AZIMUTH MARK JUST SOUTH OF THE SOUTH END OF GATE AS DESCRIBED,
 NN0680'PASS THROUGH GATE AND GO SOUTHWEST ACROSS PASTURE FOR 0.5 MILE
 NN0680'TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 NN0680'
 NN0680'A 47 FOOT SIGNAL AT STATION MC CLURE 1900 IS VISIBLE AT 12
 NN0680'FEET.
 NN0680'
 NN0680'AN 87 FOOT SIGNAL AT STATION BLISS IS VISIBLE AT 37 FEET.
 NN0680'
 NN0680'AN 87 FOOT SIGNAL AT STATION HOERLE IS VISIBLE AT 37 FEET.
 NN0680'
 NN0680'A 74 FOOT SIGNAL AT STATION DUMAS IS VISIBLE AT 4 FEET.
 NN0680'
 NN0680'A 4 FOOT SIGNAL AT STATION CHAIN IS VISIBLE AT 4 FEET.
 NN0680'
 NN0680'A 74 FOOT SIGNAL AT STATION AMELIA IS VISIBLE AT 50 FEET.
 NN0680'
 NN0680'A 47 FOOT SIGNAL AT STATION SCHAFFER IS VISIBLE AT 50 FEET.
 NN0680'
 NN0680'A 74 FOOT SIGNAL AT STATION MILLS IS VISIBLE AT 37 FEET.
 NN0680'
 NN0680'A 4 FOOT SIGNAL AT STATION SAND IS VISIBLE AT 37 FEET.
 NN0680'
 NN0680'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0681 ***********************************************************************
 MN0681  DESIGNATION -  CHAP AZ MK 2
 MN0681  PID         -  MN0681
 MN0681  STATE/COUNTY-  NE/DEUEL
 MN0681  USGS QUAD   -  CHAPPELL SE (1961)
 MN0681
 MN0681                         *CURRENT SURVEY CONTROL
 MN0681  ___________________________________________________________________
 MN0681* NAD 83(1995)-  41 05 29.18341(N)    102 21 06.06974(W)     ADJUSTED  
 MN0681* NAVD 88     -      1159.     (meters)    3802.     (feet)  SCALED    
 MN0681  ___________________________________________________________________
 MN0681  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 MN0681  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 MN0681
 MN0681  HORZ ORDER  -  THIRD
 MN0681
 MN0681.The horizontal coordinates were established by classical geodetic methods
 MN0681.and adjusted by the National Geodetic Survey in August 1997..
 MN0681
 MN0681.The orthometric height was scaled from a topographic map.
 MN0681
 MN0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0681
 MN0681.The geoid height was determined by GEOID03.
 MN0681
 MN0681;                    North         East     Units Scale Factor Converg.
 MN0681;SPC NE       -   142,368.779   302,500.833   MT  0.99968459   -1 33 30.4
 MN0681;UTM  13      - 4,552,287.824   722,430.084   MT  1.00020896   +1 44 28.9
 MN0681
 MN0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0681!SPC NE       -   0.99982140  x   0.99968459  =   0.99950605
 MN0681!UTM  13      -   0.99982140  x   1.00020896  =   1.00003032
 MN0681
 MN0681                          SUPERSEDED SURVEY CONTROL
 MN0681
 MN0681  NAD 83(1995)-  41 05 29.18335(N)    102 21 06.07017(W) AD(       ) 3
 MN0681  NAD 83(1995)-  41 05 29.18273(N)    102 21 06.07017(W) AD(       ) 3
 MN0681
 MN0681.Superseded values are not recommended for survey control.
 MN0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0681.See file dsdata.txt to determine how the superseded data were derived.
 MN0681
 MN0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2243052288(NAD 83)
 MN0681_MARKER: DZ = AZIMUTH MARK DISK
 MN0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0681_SP_SET: CONCRETE POST
 MN0681_STAMPING: CHAP 1963 NO 2 1985
 MN0681_MARK LOGO: NGS   
 MN0681_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MN0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0681+STABILITY: SURFACE MOTION
 MN0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0681+SATELLITE: SATELLITE OBSERVATIONS - 1985
 MN0681
 MN0681  HISTORY     - Date     Condition        Report By
 MN0681  HISTORY     - 1985     MONUMENTED       NGS
 MN0681
 MN0681                          STATION DESCRIPTION
 MN0681
 MN0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0681'THE STATION IS LOCATED ABOUT 21 KM (13.0 MI) NORTHWEST FROM JULESBURG,
 MN0681'COLORADO, 10.5 KM (6.5 MI) EAST FROM CHAPPELL, 0.8 KM (0.5 MI) WEST
 MN0681'OF THE WEST JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 27 AND ON
 MN0681'THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 30.  OWNERSHIP--NEBRASKA
 MN0681'DEPARTMENT OF ROADS, P.O. BOX 1108, NORTH PLATTE, NE  69103.
 MN0681'TO REACH THE STATION FROM THE POST OFFICE, IN CHAPPELL, GO EAST ON
 MN0681'U.S. HIGHWAY 30 FOR 9.33 KM (5.80 MI) TO A CROSSROAD AND
 MN0681'STATION--CHAP--IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE
 MN0681'EAST ON THE HIGHWAY FOR 0.80 KM (0.50 MI) TO THE STATION ON THE LEFT.
 MN0681'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS RECESSED
 MN0681'0.380 M (1.247 FT) BELOW THE GROUND SURFACE.  IT IS 10.7 M (35.1 FT)
 MN0681'NORTH FROM THE CENTERLINE OF THE HIGHWAY AND 0.3 M (1.0 FT) NORTHWEST
 MN0681'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0682 ***********************************************************************
 MN0682  DESIGNATION -  CHAP RESET
 MN0682  PID         -  MN0682
 MN0682  STATE/COUNTY-  NE/DEUEL
 MN0682  USGS QUAD   -  CHAPPELL SE (1961)
 MN0682
 MN0682                         *CURRENT SURVEY CONTROL
 MN0682  ___________________________________________________________________
 MN0682* NAD 83(1995)-  41 05 28.66995(N)    102 21 40.17613(W)     ADJUSTED  
 MN0682* NAVD 88     -      1157.     (meters)    3796.     (feet)  SCALED    
 MN0682  ___________________________________________________________________
 MN0682  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 MN0682  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 MN0682
 MN0682  HORZ ORDER  -  THIRD
 MN0682
 MN0682.The horizontal coordinates were established by classical geodetic methods
 MN0682.and adjusted by the National Geodetic Survey in August 1997..
 MN0682
 MN0682.The orthometric height was scaled from a topographic map.
 MN0682
 MN0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0682
 MN0682.The geoid height was determined by GEOID03.
 MN0682
 MN0682;                    North         East     Units Scale Factor Converg.
 MN0682;SPC NE       -   142,374.635   301,704.953   MT  0.99968461   -1 33 53.0
 MN0682;UTM  13      - 4,552,247.838   721,634.771   MT  1.00020461   +1 44 06.4
 MN0682
 MN0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0682!SPC NE       -   0.99982164  x   0.99968461  =   0.99950631
 MN0682!UTM  13      -   0.99982164  x   1.00020461  =   1.00002621
 MN0682
 MN0682:                Primary Azimuth Mark                     Grid Az
 MN0682:SPC NE       -  RADKE                                    012 12 08.1
 MN0682:UTM  13      -  RADKE                                    008 54 08.7
 MN0682
 MN0682|---------------------------------------------------------------------|
 MN0682| PID    Reference Object                     Distance      Geod. Az  |
 MN0682|                                                           dddmmss.s |
 MN0682| MN0432 RADKE                               APPROX. 6.6 KM 0103815.1 |
 MN0682| MN0695 CHAP RM 4                             6.482 METERS 08733     |
 MN0682| MN0693 CHAP RM 1                             6.504 METERS 08744     |
 MN0682| MN0681 CHAP AZ MK 2                        APPROX. 0.8 KM 0885124.8 |
 MN0682| MN0692 CHAP AZ MK                                         0885125.8 |
 MN0682| LK0494 JULESBURG ATT CO MICROWAVE MST      APPROX.21.9 KM 1480142.8 |
 MN0682| LK0495 JULESBURG FAA MICROWAVE MAST        APPROX.25.8 KM 1542639.7 |
 MN0682| MN0694 CHAP RM 3                            63.868 METERS 20145     |
 MN0682| CP6794 CHAP RM 2                             7.135 METERS 21356     |
 MN0682| MN0696 CHAP RM 5                             7.112 METERS 21407     |
 MN0682|---------------------------------------------------------------------|
 MN0682
 MN0682                          SUPERSEDED SURVEY CONTROL
 MN0682
 MN0682  NAD 83(1995)-  41 05 28.66988(N)    102 21 40.17661(W) AD(       ) 3
 MN0682  NAD 83(1995)-  41 05 28.66926(N)    102 21 40.17662(W) AD(       ) 3
 MN0682  NAD 83(1986)-  41 05 28.66867(N)    102 21 40.17674(W) AD(       ) 3
 MN0682  NAD 27      -  41 05 28.70810(N)    102 21 38.50440(W) AD(       ) 3
 MN0682
 MN0682.Superseded values are not recommended for survey control.
 MN0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0682.See file dsdata.txt to determine how the superseded data were derived.
 MN0682
 MN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2163552248(NAD 83)
 MN0682_MARKER: DH = HORIZONTAL CONTROL DISK
 MN0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0682_SP_SET: CONCRETE POST
 MN0682_STAMPING: CHAP 1963 1985
 MN0682_MARK LOGO: NGS   
 MN0682_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MN0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0682+STABILITY: SURFACE MOTION
 MN0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0682+SATELLITE: SATELLITE OBSERVATIONS - 1985
 MN0682
 MN0682  HISTORY     - Date     Condition        Report By
 MN0682  HISTORY     - 1985     MONUMENTED       NGS
 MN0682
 MN0682                          STATION DESCRIPTION
 MN0682
 MN0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0682'THE STATION IS LCOATED ABOUT 21 KM (13.0 MI) NORTHWEST FROM JULESBURG,
 MN0682'COLORADO, 9.7 KM (6.0 MI) EAST FROM CHAPPELL, 3.2 KM (2.0 MI) NORTH
 MN0682'FROM INTERSTATE HIGHWAY 80, 1.6 KM (1.0 MI) WEST FROM THE JUNCTION OF
 MN0682'U.S. HIGHWAY 30 WITH STATE HIGHWAY 27 AND IN THE SOUTHEAST ANGLE OF
 MN0682'THE INTERSECTION OF U.S. HIGHWAY 30 AND A GRADED ROAD, ON
 MN0682'RIGHT-OF-WAY.  OWNERSHIP--NEBRASKA DEPARTMENT OF ROADS, P.O. BOX
 MN0682'1108, NORTH PLATTE, NE  69103.
 MN0682'TO REACH THE STATION FROM THE POST OFFICE IN CHAPPELL, GO EAST ON U.S.
 MN0682'HIGHWAY 30 FOR 9.33 KM (5.80 MI) TO THE STATION ON THE RIGHT, IN THE
 MN0682'SOUTHEAST ANGLE WITH A GRADED CROSSROAD.
 MN0682'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 MN0682'RECESSED ABOUT 0.38 M (1.25 FT) BELOW THE GROUND SURFACE.  THE
 MN0682'UNDERGROUND MARK IS RECESSED 1.4 M (4.6 FT) BELOW THE GROUND SURFACE
 MN0682'AND IS STAMPED--CHAP 1963.  THE MARKS ARE 10.1 M (33.1 FT) SOUTH FROM
 MN0682'THE CENTERLINE OF THE HIGHWAY, 12.2 M (40.0 FT) EAST FROM THE
 MN0682'CENTERLINE OF THE GRADED ROAD AND 1.83 M (6.00 FT) EAST FROM A
 MN0682'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1074 ***********************************************************************
 ML1074  DESIGNATION -  CHAPMAN
 ML1074  PID         -  ML1074
 ML1074  STATE/COUNTY-  NE/MERRICK
 ML1074  USGS QUAD   -  CHAPMAN (1962)
 ML1074
 ML1074                         *CURRENT SURVEY CONTROL
 ML1074  ___________________________________________________________________
 ML1074* NAD 83(1995)-  41 01 36.82002(N)    098 09 00.05799(W)     ADJUSTED  
 ML1074* NAVD 88     -       537.     (meters)    1762.     (feet)  SCALED    
 ML1074  ___________________________________________________________________
 ML1074  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 ML1074  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 ML1074
 ML1074  HORZ ORDER  -  THIRD
 ML1074
 ML1074.The horizontal coordinates were established by classical geodetic methods
 ML1074.and adjusted by the National Geodetic Survey in August 1997..
 ML1074
 ML1074.The orthometric height was scaled from a topographic map.
 ML1074
 ML1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1074
 ML1074.The geoid height was determined by GEOID03.
 ML1074
 ML1074;                    North         East     Units Scale Factor Converg.
 ML1074;SPC NE       -   134,180.732   655,525.867   MT  0.99969331   +1 13 33.5
 ML1074;UTM  14      - 4,542,090.539   571,456.250   MT  0.99966284   +0 33 28.7
 ML1074
 ML1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1074!SPC NE       -   0.99991970  x   0.99969331  =   0.99961303
 ML1074!UTM  14      -   0.99991970  x   0.99966284  =   0.99958257
 ML1074
 ML1074|---------------------------------------------------------------------|
 ML1074| PID    Reference Object                     Distance      Geod. Az  |
 ML1074|                                                           dddmmss.s |
 ML1074| ML0286 N 334                                37.078 METERS 04423     |
 ML1074| ML0130 Q 336                                              0481342.5 |
 ML1074| CN8098 CHAPMAN RM 1                         26.359 METERS 10143     |
 ML1074|---------------------------------------------------------------------|
 ML1074
 ML1074                          SUPERSEDED SURVEY CONTROL
 ML1074
 ML1074  NAD 83(1986)-  41 01 36.82732(N)    098 09 00.06036(W) AD(       ) 3
 ML1074  NAD 27      -  41 01 36.77300(N)    098 08 58.84600(W) AD(       ) 3
 ML1074
 ML1074.Superseded values are not recommended for survey control.
 ML1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1074.See file dsdata.txt to determine how the superseded data were derived.
 ML1074
 ML1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7145642091(NAD 83)
 ML1074_MARKER: DS = TRIANGULATION STATION DISK
 ML1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1074
 ML1074  HISTORY     - Date     Condition        Report By
 ML1074  HISTORY     - 1950     MONUMENTED       CGS
 ML1074  HISTORY     - 1960     GOOD             USGS
 ML1074  HISTORY     - 1973     GOOD             LOCENG
 ML1074
 ML1074                          STATION DESCRIPTION
 ML1074
 ML1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1074'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF CENTRAL
 ML1074'CITY AND ABOUT 1/2 MILES NORTHEAST OF CHAPMAN, ALONG THE
 ML1074'SOUTH SIDE OF U.S. HIGHWAY IN THE SOUTHWEST CORNER OF CROSSROADS.
 ML1074'IT IS 86 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 30, 56
 ML1074'FEET WEST OF THE CENTERLINE OF A ROAD, 20 FEET WEST NORTHWEST
 ML1074'OF A FENCE CORNER AND 13 FEET NORTHEAST OF A WHITE WITNESS
 ML1074'POST.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 ML1074'IS STAMPED CHAPMAN 1950.
 ML1074'
 ML1074'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE CENTERLINE OF A
 ML1074'ROAD AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS ABOUT
 ML1074'4 INCHES AND THE DISK IS STAMPED CHAPMAN NO. 1 1950.
 ML1074'
 ML1074'BENCH MARK, N334 1950 WAS USED AS REFERENCE MARK NO. 2.  IT
 ML1074'IS A STANDARD USC AND GS BENCH MARK DISK SET IN 10 INCH ROUND
 ML1074'POST.  37 FEET EAST OF THE CENTERLINE OF A ROAD, 82 FEET
 ML1074'SOUTH OF THE HIGHWAY, 23 FEET SOUTH SOUTHEAST OF A POWERLINE
 ML1074'POLE, 2 FEET WEST OF A FENCELINE AND 1.5 FEET NORTH OF A WHITE
 ML1074'WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK
 ML1074'IS STAMPED N 334 1950.  A TRAVERSE CONNECTION WAS MADE TO THIS
 ML1074'STATION.
 ML1074'
 ML1074'BENCH MARK, Q 336 1950 WAS USED AS THE AZIMUTH MARK.  IT IS
 ML1074'A STANDARD USC AND GS BENCH MARK DISK SET IN 10 INCH ROUND
 ML1074'POST.  IT IS 55 FEET NORTHEAST OF THE CENTERLINE OF A ROAD,
 ML1074'39 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK, 28 FEET
 ML1074'SOUTHWEST OF THE CENTERLINE OF A ROAD, 18 FEET WEST OF A
 ML1074'TELEPHONE POLE, 6 FEET SOUTHWEST OF A POWERLINE POLE, 2 FEET
 ML1074'NORTHEAST OF A FENCELINE AND 1.6 FEET SOUTHEAST OF A WHITE
 ML1074'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 ML1074'STAMPED Q 336 1950.
 ML1074'
 ML1074'TO REACH FROM THE RAILROAD STATION IN CHAPMAN, GO NORTHEAST
 ML1074'ON U.S. HIGHWAY 30 FOR 0.5 MILE TO CROSSROADS AND STATION
 ML1074'ON SOUTH SIDE AS DESCRIBED.
 ML1074'
 ML1074'TO REACH AZIMUTH MARK FROM STATION, GO NORTHEAST ON U.S.
 ML1074'HIGHWAY 30 FOR 0.5 MILE TO MARK ON LEFT AS DESCRIBED.
 ML1074'
 ML1074'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 ML1074
 ML1074                          STATION RECOVERY (1960)
 ML1074
 ML1074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ML1074'STATION, R.M. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 ML1074'CONDITION.  R.M. 1 WAS DESTROYED.
 ML1074
 ML1074                          STATION RECOVERY (1973)
 ML1074
 ML1074'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (RDP)
 ML1074'RECOVERED BY HOSKINS-WESTERN-SANDEREGGER
 ML1074'
 ML1074'REFERENCE MARK 2 (ALSO DESIGNATED N334 1950), AZIMUTH MARK
 ML1074'(ALSO DESIGNATED Q336 1950) AND STATION RECOVERED IN GOOD
 ML1074'CONDITION WITH NO APPARENT DISTURBANCE
 ML1074'
 ML1074'REFERENCE MARK 1 WAS NOT ABLE TO BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0026 ***********************************************************************
 MN0026  DESIGNATION -  CHAPPELL
 MN0026  PID         -  MN0026
 MN0026  STATE/COUNTY-  NE/DEUEL
 MN0026  USGS QUAD   -  CHAPPELL (1961)
 MN0026
 MN0026                         *CURRENT SURVEY CONTROL
 MN0026  ___________________________________________________________________
 MN0026* NAD 83(1986)-  41 05 33.     (N)    102 28 16.     (W)     SCALED    
 MN0026* NAVD 88     -      1129.526  (meters)    3705.79   (feet)  ADJUSTED  
 MN0026  ___________________________________________________________________
 MN0026  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 MN0026  DYNAMIC HT  -        1128.785 (meters)    3703.36  (feet)  COMP
 MN0026  MODELED GRAV-     979,929.0   (mgal)                       NAVD 88
 MN0026
 MN0026  VERT ORDER  -  SECOND    CLASS 0
 MN0026
 MN0026.The horizontal coordinates were scaled from a topographic map and have
 MN0026.an estimated accuracy of +/- 6 seconds.
 MN0026
 MN0026.The orthometric height was determined by differential leveling
 MN0026.and adjusted by the National Geodetic Survey in June 1991..
 MN0026
 MN0026.The geoid height was determined by GEOID03.
 MN0026
 MN0026.The dynamic height is computed by dividing the NAVD 88
 MN0026.geopotential number by the normal gravity value computed on the
 MN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0026.degrees latitude (g = 980.6199 gals.).
 MN0026
 MN0026.The modeled gravity was interpolated from observed gravity values.
 MN0026
 MN0026;                    North         East    Units  Estimated Accuracy
 MN0026;SPC NE       -   142,770.      292,480.      MT  (+/- 180 meters Scaled)
 MN0026
 MN0026                          SUPERSEDED SURVEY CONTROL
 MN0026
 MN0026  NGVD 29 (??/??/92) 1129.036  (m)         3704.18   (f) ADJ UNCH    2 0
 MN0026
 MN0026.Superseded values are not recommended for survey control.
 MN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0026.See file dsdata.txt to determine how the superseded data were derived.
 MN0026
 MN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF123521(NAD 83)
 MN0026_MARKER: DB = BENCH MARK DISK
 MN0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0026_STAMPING: CHAPPELL 1934
 MN0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0026+STABILITY: SURFACE MOTION
 MN0026
 MN0026  HISTORY     - Date     Condition        Report By
 MN0026  HISTORY     - 1934     MONUMENTED       CGS
 MN0026  HISTORY     - 1985     GOOD             DMA
 MN0026
 MN0026                          STATION DESCRIPTION
 MN0026
 MN0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0026'AT CHAPPELL.
 MN0026'AT CHAPPELL, DEUEL COUNTY, AT THE COURTHOUSE, 45 FEET SOUTHWEST
 MN0026'OF THE SOUTHWEST CORNER OF THE BUILDING, 60 FEET NORTH OF THE
 MN0026'CENTERLINE OF THIRD STREET, 56 FEET EAST OF THE CENTERLINE OF
 MN0026'VINCENT AVENUE, AND 20 FEET SOUTHWEST OF A FLAGPOLE.  A STANDARD
 MN0026'DISK, STAMPED CHAPPELL 1934 AND SET IN THE TOP OF A CONCRETE
 MN0026'POST.
 MN0026
 MN0026                          STATION RECOVERY (1985)
 MN0026
 MN0026'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0441 ***********************************************************************
 MN0441  DESIGNATION -  CHAPPELL
 MN0441  PID         -  MN0441
 MN0441  STATE/COUNTY-  NE/DEUEL
 MN0441  USGS QUAD   -  CHAPPELL (1961)
 MN0441
 MN0441                         *CURRENT SURVEY CONTROL
 MN0441  ___________________________________________________________________
 MN0441* NAD 83(1995)-  41 06 21.86239(N)    102 27 43.23178(W)     ADJUSTED  
 MN0441* NAVD 88     -      1167.9    (meters)    3832.     (feet)  VERTCON   
 MN0441  ___________________________________________________________________
 MN0441  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 MN0441  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 MN0441
 MN0441  HORZ ORDER  -  THIRD
 MN0441
 MN0441.The horizontal coordinates were established by classical geodetic methods
 MN0441.and adjusted by the National Geodetic Survey in August 1997..
 MN0441
 MN0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0441
 MN0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0441
 MN0441.The geoid height was determined by GEOID03.
 MN0441
 MN0441;                    North         East     Units Scale Factor Converg.
 MN0441;SPC NE       -   144,250.614   293,284.414   MT  0.99968279   -1 37 53.6
 MN0441;SPC CO N     -   506,014.256 1,169,561.080   MT  1.00006833   +1 57 46.6
 MN0441;SPC CO N     - 1,660,148.44  3,837,134.98   sFT  1.00006833   +1 57 46.6
 MN0441;UTM  13      - 4,553,636.629   713,115.957   MT  1.00015902   +1 40 09.3
 MN0441
 MN0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0441!SPC NE       -   0.99981999  x   0.99968279  =   0.99950284
 MN0441!SPC CO N     -   0.99981999  x   1.00006833  =   0.99988831
 MN0441!UTM  13      -   0.99981999  x   1.00015902  =   0.99997898
 MN0441
 MN0441:                Primary Azimuth Mark                     Grid Az
 MN0441:SPC NE       -  CHAPPELL AZ MK                           091 41 40.1
 MN0441:SPC CO N     -  CHAPPELL AZ MK                           088 05 59.9
 MN0441:UTM  13      -  CHAPPELL AZ MK                           088 23 37.2
 MN0441
 MN0441|---------------------------------------------------------------------|
 MN0441| PID    Reference Object                     Distance      Geod. Az  |
 MN0441|                                                           dddmmss.s |
 MN0441| CP6795 CHAPPELL AZ MK                                     0900346.5 |
 MN0441| CP6797 CHAPPELL RM 2                        16.737 METERS 26617     |
 MN0441| CP6796 CHAPPELL RM 1                        19.983 METERS 33551     |
 MN0441|---------------------------------------------------------------------|
 MN0441
 MN0441                          SUPERSEDED SURVEY CONTROL
 MN0441
 MN0441  NAD 83(1995)-  41 06 21.86216(N)    102 27 43.23224(W) AD(       ) 3
 MN0441  NAD 83(1995)-  41 06 21.86150(N)    102 27 43.23228(W) AD(       ) 3
 MN0441  NAD 83(1986)-  41 06 21.86082(N)    102 27 43.23228(W) AD(       ) 3
 MN0441  NAD 27      -  41 06 21.90380(N)    102 27 41.54860(W) AD(       ) 3
 MN0441  NGVD 29 (07/19/86) 1167.4    (m)         3830.     (f) VERT ANG       
 MN0441
 MN0441.Superseded values are not recommended for survey control.
 MN0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0441.See file dsdata.txt to determine how the superseded data were derived.
 MN0441
 MN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1311653637(NAD 83)
 MN0441_MARKER: DS = TRIANGULATION STATION DISK
 MN0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0441_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0441
 MN0441  HISTORY     - Date     Condition        Report By
 MN0441  HISTORY     - 1963     MONUMENTED       CGS
 MN0441
 MN0441                          STATION DESCRIPTION
 MN0441
 MN0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0441'THE STATION IS 1-1/2 MILES NORTH-NORTHEAST OF CHAPPELL, ON THE
 MN0441'SOUTH RIGHT-OF-WAY OF AN EAST-WEST SECTION ROAD, 1/4 MILE EAST
 MN0441'OF THE CHAPPELL CEMETERY AND NEAR THE NORTHEAST CORNER OF THE
 MN0441'CHAPPELL MUNICIPAL GOLF COURSE.
 MN0441'
 MN0441'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND
 MN0441'385 IN CHAPPELL, DRIVE EAST ON U.S. HIGHWAY 30 FOR 0.75 MILE
 MN0441'TO A CROSSROAD.  TURN LEFT AND DRIVE NORTH ON THE GRAVELED
 MN0441'ROAD FOR 1.0 MILE TO A SIDE ROAD AND THE AZIMUTH MARK ON THE
 MN0441'LEFT.  TURN LEFT AND DRIVE WEST ON THE UNIMPROVED SECTION
 MN0441'ROAD FOR 0.3 MILE TO THE CREST OF A SHARP RISE AND THE STATION
 MN0441'ON THE LEFT.
 MN0441'
 MN0441'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 MN0441'STAMPED CHAPPELL 1963.  THE SURFACE MARK IS SET IN THE TOP OF A
 MN0441'CYLINDRICAL CONCRETE MONUMENT, 10 INCHES IN DIAMETER, PROJECTING
 MN0441'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 34 FEET
 MN0441'SOUTH OF THE CENTER OF THE SECTION ROAD, 5.5 FEET NORTH OF THE
 MN0441'SOUTH RIGHT-OF-WAY FENCE AND 5.5 FEET NORTH-NORTHWEST OF A
 MN0441'METAL WITNESS POST WITH SIGN ATTACHED.
 MN0441'
 MN0441'REFERENCE MARK 1, A STANDARD DISK STAMPED CHAPPELL NO 1 1963,
 MN0441'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0441'10 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE SURFACE OF
 MN0441'THE GROUND.  IT IS 26 FEET NORTH OF THE CENTER OF THE SECTION
 MN0441'ROAD AND 1.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 MN0441'
 MN0441'REFERENCE MARK 2, A STANDARD DISK STAMPED CHAPPELL NO 2
 MN0441'1963, IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 MN0441'WHICH IS 10 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE
 MN0441'SURFACE OF THE GROUND.  IT IS 37 FEET SOUTH OF THE CENTER OF
 MN0441'THE SECTION ROAD AND 1.5 FEET NORTH-NORTHWEST OF THE WEST GATE
 MN0441'POST OF A GATE IN THE SOUTH RIGHT-OF-WAY FENCE.
 MN0441'
 MN0441'THE AZIMUTH MARK, A STANDARD DISK STAMPED CHAPPELL 1963, IS SET
 MN0441'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 10 INCHES IN
 MN0441'DIAMETER, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 MN0441'IT IS 40 FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED
 MN0441'ROAD, 29 FEET SOUTH OF THE CENTER OF THE EAST-WEST SECTION ROAD,
 MN0441'1.0 FOOT NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED
 MN0441'AND 1.0 FOOT NORTH OF A NORTHEAST FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0914 ***********************************************************************
 LG0914  DESIGNATION -  CHARLESTON
 LG0914  PID         -  LG0914
 LG0914  STATE/COUNTY-  NE/YORK
 LG0914  USGS QUAD   -  YORK SW (1969)
 LG0914
 LG0914                         *CURRENT SURVEY CONTROL
 LG0914  ___________________________________________________________________
 LG0914* NAD 83(1995)-  40 49 04.04464(N)    097 41 34.69994(W)     ADJUSTED  
 LG0914* NAVD 88     -       515.93   (+/-2cm)    1692.7    (feet)  VERTCON   
 LG0914  ___________________________________________________________________
 LG0914  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 LG0914  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 LG0914
 LG0914  HORZ ORDER  -  SECOND
 LG0914  VERT ORDER  -  THIRD ? (See Below)
 LG0914
 LG0914.The horizontal coordinates were established by classical geodetic methods
 LG0914.and adjusted by the National Geodetic Survey in August 1997..
 LG0914
 LG0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0914.The vertical order pertains to the NGVD 29 superseded value.
 LG0914
 LG0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0914
 LG0914.The geoid height was determined by GEOID03.
 LG0914
 LG0914;                    North         East     Units Scale Factor Converg.
 LG0914;SPC NE       -   111,897.874   694,560.151   MT  0.99973016   +1 31 43.9
 LG0914;UTM  14      - 4,519,352.244   610,226.608   MT  0.99974954   +0 51 16.0
 LG0914
 LG0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0914!SPC NE       -   0.99992319  x   0.99973016  =   0.99965337
 LG0914!UTM  14      -   0.99992319  x   0.99974954  =   0.99967275
 LG0914
 LG0914|---------------------------------------------------------------------|
 LG0914| PID    Reference Object                     Distance      Geod. Az  |
 LG0914|                                                           dddmmss.s |
 LG0914| CN8100 CHARLESTON RM 1                                    04227     |
 LG0914| LG0901 YORK RADIO STATION KAWL TOWER       APPROX. 9.3 KM 0625300.6 |
 LG0914| CN8101 CHARLESTON RM 2                                    16521     |
 LG0914| CN8099 CHARLESTON AZ MK                                   1792801.4 |
 LG0914|---------------------------------------------------------------------|
 LG0914
 LG0914                          SUPERSEDED SURVEY CONTROL
 LG0914
 LG0914  NAD 83(1986)-  40 49 04.05303(N)    097 41 34.70087(W) AD(       ) 2
 LG0914  NAD 27      -  40 49 04.01590(N)    097 41 33.51971(W) AD(       ) 2
 LG0914  NGVD 29 (07/19/86)  515.72   (m)         1692.0    (f) LEVELING    3  
 LG0914
 LG0914.Superseded values are not recommended for survey control.
 LG0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0914.See file dsdata.txt to determine how the superseded data were derived.
 LG0914
 LG0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1022719352(NAD 83)
 LG0914_MARKER: DD = SURVEY DISK
 LG0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0914
 LG0914  HISTORY     - Date     Condition        Report By
 LG0914  HISTORY     - 1961     MONUMENTED       NEDR
 LG0914
 LG0914                          STATION DESCRIPTION
 LG0914
 LG0914'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0914'THE STATION IS LOCATED 3.9 MILES SOUTH AND 5 MILES WEST OF COUNTY
 LG0914'COURT HOUSE IN YORK, SECTION 20, TION, R3W.
 LG0914'
 LG0914'TO REACH THE STATION FROM THE COUNTY COURT HOUSE IN YORK, PROCEED
 LG0914'SOUTH 3.9 MILES ON HIGHWAY 81 TO INTERSECTION OF COUNTY ROAD.  TURN
 LG0914'RIGHT (WEST) AND PROCEED 5.25 MILES TO INTERSECTION OF COUNTY
 LG0914'ROAD.  TURN RIGHT (NORTH) AND PROCEED 0.25 MILES TO STATION.
 LG0914'
 LG0914'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK
 LG0914'STAMPED CHARLESTON 1961.  IT IS LOCATED 11.0 FEET EAST OF
 LG0914'CENTERLINE OF COUNTY ROAD, 18.5 FEET WEST OF STEEL WITNESS POST,
 LG0914'78.6 FEET NORTH OF CENTERLINE OF FIELD ENTRANCE ON EAST SIDE OF
 LG0914'COUNTY ROAD.  IT IS SET 0.6 FEET BELOW GROUND ELEVATION.
 LG0914'
 LG0914'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LG0914'DISK STAMPED CHARLESTON R.M. 1.  IT IS LOCATED 27.8 FEET NORTHEAST
 LG0914'OF STATION, 29.8 FT. EAST OF CENTERLINE OF COUNTY ROAD, 19.3 FEET
 LG0914'NORTH OF STEEL WITNESS POST, 10.1 FEET NORTH OF TELEPHONE POLE.
 LG0914'IT IS SET 0.2 FEET ABOVE GROUND ELEVATION.
 LG0914'
 LG0914'REFERENCE MARK 2 IS A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LG0914'DISK STAMPED CHARLESTON R.M. 2.  IT IS LOCATED 80.0 FEET
 LG0914'SOUTHEAST OF STATION, 2.8 FEET NORTH OF NORTH GATE POST, 78.7 FEET
 LG0914'SOUTH OF STEEL WITNESS POST, 30.6 FEET EAST OF CENTERLINE OF
 LG0914'COUNTY ROAD, 11.4 FEET NORTH OF FIELD ENTRANCE ON EAST SIDE OF
 LG0914'COUNTY ROAD.  IT IS SET 0.2 FEET ABOVE GROUND ELEVATION.
 LG0914'
 LG0914'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LG0914'STAMPED CHARLESTON 1961 SET IN THE TOP OF A 6 IN. CONCRETE MONUMENT,
 LG0914'WHICH PROJECTS 0.2 FEET ABOVE GROUND ELEVATION.
 LG0914'
 LG0914'TO REACH AZIMUTH MARK FROM STATION, PROCEED 0.75 MILE SOUTH ALONG
 LG0914'COUNTY ROAD.  AT THIS POINT AZIMUTH MARK IS LOCATED 27.0 FEET EAST
 LG0914'OF CENTERLINE OF COUNTY ROAD, 1.6 FEET WEST OF STEEL WITNESS POST,
 LG0914'2.3 FEET NORTH WEST OF TRANSFORMER POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0480 ***********************************************************************
 MM0480  DESIGNATION -  CHASE
 MM0480  PID         -  MM0480
 MM0480  STATE/COUNTY-  NE/KEITH
 MM0480  USGS QUAD   -  BRULE (1961)
 MM0480
 MM0480                         *CURRENT SURVEY CONTROL
 MM0480  ___________________________________________________________________
 MM0480* NAD 83(1995)-  41 07 21.01706(N)    101 54 09.78845(W)     ADJUSTED  
 MM0480* NAVD 88     -      1100.5    (meters)    3611.     (feet)  VERTCON   
 MM0480  ___________________________________________________________________
 MM0480  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 MM0480  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 MM0480
 MM0480  HORZ ORDER  -  THIRD
 MM0480
 MM0480.The horizontal coordinates were established by classical geodetic methods
 MM0480.and adjusted by the National Geodetic Survey in August 1997..
 MM0480
 MM0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0480
 MM0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0480
 MM0480.The geoid height was determined by GEOID03.
 MM0480
 MM0480;                    North         East     Units Scale Factor Converg.
 MM0480;SPC NE       -   144,889.085   340,275.045   MT  0.99968084   -1 15 39.3
 MM0480;UTM  14      - 4,556,417.923   256,315.191   MT  1.00033091   -1 54 35.9
 MM0480
 MM0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0480!SPC NE       -   0.99983066  x   0.99968084  =   0.99951155
 MM0480!UTM  14      -   0.99983066  x   1.00033091  =   1.00016151
 MM0480
 MM0480:                Primary Azimuth Mark                     Grid Az
 MM0480:SPC NE       -  CHASE AZ MK                              181 11 04.2
 MM0480:UTM  14      -  CHASE AZ MK                              181 50 00.8
 MM0480
 MM0480|---------------------------------------------------------------------|
 MM0480| PID    Reference Object                     Distance      Geod. Az  |
 MM0480|                                                           dddmmss.s |
 MM0480| CP6801 CHASE AZ MK                                        1795524.9 |
 MM0480| MN0424 BIG SPRINGS MUNICIPAL TANK          APPROX.15.5 KM 2460851.5 |
 MM0480| CP6802 CHASE RM 1                           21.248 METERS 26200     |
 MM0480| CP6803 CHASE RM 2                            7.949 METERS 34937     |
 MM0480|---------------------------------------------------------------------|
 MM0480
 MM0480                          SUPERSEDED SURVEY CONTROL
 MM0480
 MM0480  NAD 83(1995)-  41 07 21.01613(N)    101 54 09.79211(W) AD(       ) 3
 MM0480  NAD 83(1986)-  41 07 21.01597(N)    101 54 09.79190(W) AD(       ) 3
 MM0480  NAD 27      -  41 07 21.05000(N)    101 54 08.15300(W) AD(       ) 3
 MM0480  NGVD 29 (07/19/86) 1100.0    (m)         3609.     (f) VERT ANG       
 MM0480
 MM0480.Superseded values are not recommended for survey control.
 MM0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0480.See file dsdata.txt to determine how the superseded data were derived.
 MM0480
 MM0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5631556418(NAD 83)
 MM0480_MARKER: DS = TRIANGULATION STATION DISK
 MM0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MM0480
 MM0480  HISTORY     - Date     Condition        Report By
 MM0480  HISTORY     - 1963     MONUMENTED       CGS
 MM0480  HISTORY     - 1985     GOOD             DMA
 MM0480
 MM0480                          STATION DESCRIPTION
 MM0480
 MM0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MM0480'THE STATION IS LOCATED ON TOP OF AN EMBANKMENT AT A DEEP
 MM0480'CUT IN THE NORTH-SOUTH SECTION LINE ROAD, 2 MILES NORTH AND
 MM0480'3/4 MILE WEST OF BRULE, AND IS IN THE SOUTHWEST 1/4 OF SEC.
 MM0480'4, T. 13 N, R. 40 W.
 MM0480'
 MM0480'TO REACH THE STATION FROM THE BRULE RAILROAD DEPOT, DRIVE
 MM0480'WEST ON U.S. 30 FOR 0.85 MILE TO A SIDE ROAD RIGHT.  TURN
 MM0480'RIGHT ON GRAVELED SIDE ROAD AND DRIVE NORTH FOR 1.55 MILES
 MM0480'TO THE AZIMUTH MARK ON TOP OF A HIGH CUT-BANK ON THE WEST
 MM0480'SIDE OF ROAD.  CONTINUE AHEAD, NORTH, ON GRAVELED ROAD FOR
 MM0480'0.8 MILE TO THE SUMMIT OF GRADE AND FIELD ENTRANCE ROAD ON
 MM0480'THE LEFT.  TURN LEFT, THENCE BACK LEFT AND DRIVE SOUTH ALONG
 MM0480'ROAD RIGHT-OF-WAY FOR 0.1 MILE TO THE STATION.
 MM0480'
 MM0480'THE STATION IS A STANDARD DISK STAMPED CHASE 1963, SET IN THE
 MM0480'TOP OF A 10-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH.
 MM0480'IT IS 27 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 7 FEET
 MM0480'WEST OF THE WEST EDGE OF A CUT-BANK, 5.3 FEET SOUTHEAST OF
 MM0480'A METAL WITNESS POST, AND ABOUT 20 FEET ABOVE THE SURFACE
 MM0480'OF THE NORTH-SOUTH GRAVELED ROAD AND ON THE ROAD RIGHT-OF-WAY.
 MM0480'
 MM0480'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CHASE
 MM0480'NO 1 1963, SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER
 MM0480'WHICH PROJECTS 2 INCHES.  IT IS 67 FEET WEST OF A METAL WITNESS
 MM0480'POST, AND 3 FEET EAST OF A NORTH-SOUTH SNOW FENCE, AND ABOUT
 MM0480'THE SAME ELEVATION AS THE STATION.
 MM0480'
 MM0480'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CHASE
 MM0480'NO 2 1963, SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER
 MM0480'WHICH PROJECTS 1 INCH.  IT IS 21.5 FEET NORTH-NORTHWEST OF
 MM0480'A METAL WITNESS POST, 12.5 FEET WEST OF THE WEST EDGE OF A
 MM0480'CUT-BANK, 2 FEET EAST OF A TELEPHONE POLE, AND ABOUT THE
 MM0480'SAME ELEVATION AS THE STATION.
 MM0480'
 MM0480'AZIMUTH MARK IS A STANDARD DISK STAMPED CHASE 1963, SET IN
 MM0480'THE TOP OF A 10-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES.
 MM0480'IT IS 8.5 FEET WEST OF THE WEST EDGE OF A CUT-BANK, 6 FEET
 MM0480'EAST OF THE WEST RIGHT-OF-WAY FENCE, 5 FEET EAST OF A TELEPHONE
 MM0480'POLE, 4.5 FEET EAST-SOUTHEAST OF A METAL WITNESS POST, AND
 MM0480'ON TOP OF A STEEP CUT-BANK, WHICH IS ABOUT 35 FEET HIGHER
 MM0480'THAN THE ROAD BED.
 MM0480
 MM0480                          STATION RECOVERY (1985)
 MM0480
 MM0480'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (CW)
 MM0480'CHASE 1963 FOUND GOOD.
 MM0480'CHASE NO. 1 1963 SEARCHED FOR BRIEFLY AND NOT RECOVERED.
 MM0480'CHASE NO 2 1963 SEARCHED FOR BRIEFLY AND NOT RECOVERED.
 MM0480'
 MM0480'AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1108 ***********************************************************************
 LG1108  DESIGNATION -  CHENEY
 LG1108  PID         -  LG1108
 LG1108  STATE/COUNTY-  NE/LANCASTER
 LG1108  USGS QUAD   -  WALTON (1980)
 LG1108
 LG1108                         *CURRENT SURVEY CONTROL
 LG1108  ___________________________________________________________________
 LG1108* NAD 83(1995)-  40 45 20.06276(N)    096 36 51.21125(W)     ADJUSTED  
 LG1108* NAVD 88     -       418.542  (meters)    1373.17   (feet)  ADJUSTED  
 LG1108  ___________________________________________________________________
 LG1108  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 LG1108  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 LG1108  DYNAMIC HT  -         418.361 (meters)    1372.57  (feet)  COMP
 LG1108  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 LG1108
 LG1108  HORZ ORDER  -  FIRST
 LG1108  VERT ORDER  -  FIRST     CLASS II
 LG1108
 LG1108.The horizontal coordinates were established by classical geodetic methods
 LG1108.and adjusted by the National Geodetic Survey in August 1997..
 LG1108
 LG1108.The orthometric height was determined by differential leveling
 LG1108.and adjusted by the National Geodetic Survey in May 1993..
 LG1108
 LG1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1108
 LG1108.The geoid height was determined by GEOID03.
 LG1108
 LG1108.The dynamic height is computed by dividing the NAVD 88
 LG1108.geopotential number by the normal gravity value computed on the
 LG1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1108.degrees latitude (g = 980.6199 gals.).
 LG1108
 LG1108.The modeled gravity was interpolated from observed gravity values.
 LG1108
 LG1108;                    North         East     Units Scale Factor Converg.
 LG1108;SPC NE       -   107,990.662   785,766.179   MT  0.99974366   +2 14 37.5
 LG1108;UTM  14      - 4,514,362.118   701,395.411   MT  1.00009926   +1 33 28.9
 LG1108
 LG1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1108!SPC NE       -   0.99993841  x   0.99974366  =   0.99968209
 LG1108!UTM  14      -   0.99993841  x   1.00009926  =   1.00003766
 LG1108
 LG1108|---------------------------------------------------------------------|
 LG1108| PID    Reference Object                     Distance      Geod. Az  |
 LG1108|                                                           dddmmss.s |
 LG1108| LG1365 CHENEY RM 3                          16.989 METERS 01304     |
 LG1108| LG1364 CHENEY RM 1                          20.431 METERS 09918     |
 LG1108| CL6220 CHENEY RM 2                          21.928 METERS 18723     |
 LG1108| CL6219 CHENEY AZ MK                                       2672242.2 |
 LG1108| LG1124 LINCOLN ST THOMAS ORPHAN CROSS      APPROX. 6.1 KM 2885709.8 |
 LG1108| LG1121 LINCOLN COLLEGE VIEW MUN TANK       APPROX. 4.4 KM 3010113.9 |
 LG1108| LG1115 LINCOLN COLL VIEW UN COLL TWR       APPROX. 3.9 KM 3025033.3 |
 LG1108| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 9.3 KM 3085718.0 |
 LG1108| LG1106 LINCOLN US VETERANS HOSP DOME       APPROX. 5.8 KM 3535027.5 |
 LG1108| LG1107 LINCOLN US VETERANS HOSP TANK       APPROX. 5.8 KM 3545447.2 |
 LG1108|---------------------------------------------------------------------|
 LG1108
 LG1108                          SUPERSEDED SURVEY CONTROL
 LG1108
 LG1108  NAD 83(1986)-  40 45 20.07163(N)    096 36 51.21128(W) AD(       ) 1
 LG1108  NAD 27      -  40 45 20.07361(N)    096 36 50.16419(W) AD(       ) 1
 LG1108  NGVD 29 (07/19/86)  418.40   (m)         1372.7    (f) LEVELING    3  
 LG1108
 LG1108.Superseded values are not recommended for survey control.
 LG1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1108.See file dsdata.txt to determine how the superseded data were derived.
 LG1108
 LG1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0139514362(NAD 83)
 LG1108_MARKER: DS = TRIANGULATION STATION DISK
 LG1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1108_SP_SET: CONCRETE POST
 LG1108_STAMPING: CHENEY 1947
 LG1108_MARK LOGO: CGS   
 LG1108_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1108+STABILITY: SURFACE MOTION
 LG1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1108+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1992
 LG1108
 LG1108  HISTORY     - Date     Condition        Report By
 LG1108  HISTORY     - 1947     MONUMENTED       CGS
 LG1108  HISTORY     - 1947     GOOD             CGS
 LG1108  HISTORY     - 1949     GOOD             CGS
 LG1108  HISTORY     - 1960     GOOD             LOCSUR
 LG1108  HISTORY     - 1961     GOOD             CGS
 LG1108  HISTORY     - 1976     GOOD             NEDR
 LG1108  HISTORY     - 1976     GOOD             NGS
 LG1108  HISTORY     - 19920520 GOOD             NGS
 LG1108
 LG1108                          STATION DESCRIPTION
 LG1108
 LG1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1108'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF LINCOLN, 2.5
 LG1108'MILES NORTH-NORTHWEST OF CHENEY, 150 FEET SOUTH OF A FARM HOUSE,
 LG1108'124 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 2, 84 FEET NORTH
 LG1108'OF AN EAST-WEST FENCE LINE, 56 FEET NORTH OF A POWER LINE POLE,
 LG1108'AND 12 FEET SOUTHEAST OF A FENCE CORNER.  IT IS SET FLUSH WITH
 LG1108'THE GROUND AND IS STAMPED CHENEY 1947.
 LG1108'
 LG1108'REFERENCE MARK NO. 1 IS ABOUT 150 FEET SOUTH OF A FARM HOUSE AND
 LG1108'6 FEET SOUTHWEST OF A MULBERRY TREE.  IT IS SET FLUSH WITH THE
 LG1108'GROUND AND IS STAMPED CHENEY NO 1 1947.
 LG1108'
 LG1108'REFERENCE MARK NO. 2 IS 50 FEET NORTH OF THE CENTER OF STATE
 LG1108'HIGHWAY NO. 2, 15 FEET SOUTH OF A POWER LINE POLE AND 10 FEET
 LG1108'NORTH OF A FENCE CORNER.  IT IS SET FLUSH WITH THE GROUND AND IS
 LG1108'STAMPED CHENEY NO 2 1947.
 LG1108'
 LG1108'AZIMUTH MARK IS ON THE EAST SLOPE OF A RIDGE, 175 FEET WEST OF
 LG1108'THE CENTER OF A CROSSROAD, 35 FEET SOUTH OF THE CENTER OF STATE
 LG1108'HIGHWAY NO. 2 AND 1.5 FEET EAST OF TELEPHONE POLE NO. 20466.  IT
 LG1108'PROJECTS 4 INCHES AND IS STAMPED CHENEY 1947.
 LG1108'
 LG1108'TO REACH THE STATION FROM THE UNION BANK IN COLLEGE VIEW,
 LG1108'SOUTHEAST EDGE OF LINCOLN, AT THE JUNCTION OF PRESCOTT AVE. AND
 LG1108'48TH STREET, GO SOUTH ON 48TH STREET AND HIGHWAY NO. 2 FOR 1.6
 LG1108'MILES TO A CROSSROAD, AT WALTZ CABIN CAMP, TURN LEFT AND CONTINUE
 LG1108'ON STATE HIGHWAY NO. 2 FOR 1.6 MILES TO A FARM HOUSE ON THE LEFT
 LG1108'AND THE STATION ON THE LEFT AS DESCRIBED.
 LG1108'
 LG1108'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG1108'HIGHWAY NO. 2 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LG1108'DESCRIBED.
 LG1108'
 LG1108'AN 87 FOOT SIGNAL AT CROSS IS VISIBLE AT 12 FEET.
 LG1108'
 LG1108'A 74 FOOT SIGNAL AT LONE STAT IS VISIBLE AT 24 FEET.
 LG1108'
 LG1108'A 74 FOOT SIGNAL AT SATILLO EAST BASE IS VISIBLE AT 12 FEET.
 LG1108'
 LG1108'A 47 FOOT SIGNAL AT SATILLO WEST BASE IS VISIBLE AT 4 FEET.
 LG1108'
 LG1108'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 4 FEET.
 LG1108'
 LG1108'A 74 FOOT SIGNAL AT VET IS VISIBLE AT 4 FEET.
 LG1108'
 LG1108'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1108
 LG1108                          STATION RECOVERY (1947)
 LG1108
 LG1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1108'RECOVERED IN GOOD CONDITION.
 LG1108
 LG1108                          STATION RECOVERY (1949)
 LG1108
 LG1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 LG1108'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO. 1 WERE
 LG1108'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LG1108'
 LG1108'A COMPLETE AND NEW DESCRIPTION FOLLOWS WITH IMPORTANT CHANGES
 LG1108'NOTED-
 LG1108'
 LG1108'REFERENCE MARK NO. 2 HAD BEEN DESTROYED BY EXCAVATION.  REFERENCE
 LG1108'MARK NO. 3 WAS ESTABLISHED.
 LG1108'
 LG1108'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF LINCOLN, 2
 LG1108'MILES NORTH-NORTHWEST OF CHENEY, 150 FEET SOUTH OF A FARM HOME,
 LG1108'124 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 2, 56 FEET NORTH
 LG1108'OF A POWER LINE POLE.  IT IS STAMPED CHENEY 1947 AND SET FLUSH
 LG1108'WITH THE GROUND.
 LG1108'
 LG1108'REFERENCE MARK NO. 1 IS 150 FEET SOUTH OF A FARM HOME AND 6 FEET
 LG1108'SOUTHWEST OF A MULBERRY TREE.  IT IS SET FLUSH WITH THE GROUND
 LG1108'AND STAMPED CHENEY NO 1 1947.
 LG1108'
 LG1108'REFERENCE MARK NO. 3 IS 53.5 FEET SOUTHWEST OF A FARM HOME.  IT
 LG1108'IS SET FLUSH WITH THE GROUND AND STAMPED CHENEY NO 3 1949.
 LG1108'
 LG1108'THE AZIMUTH MARK IS ON THE EAST SLOPE OF A RIDGE, 175 FEET
 LG1108'WEST OF A CROSSROAD, 35 FEET SOUTH OF THE CENTER OF STATE
 LG1108'HIGHWAY NO. 2, AND 1.5 FEET EAST OF TELEPHONE POLE NO. 20466.
 LG1108'IT PROJECTS 4 INCHES AND IT IS STAMPED CHENEY 1947.
 LG1108'
 LG1108'TO REACH THE STATION FROM THE MAIN INTERSECTION ON STATE
 LG1108'HIGHWAY NO. 2 IN CHENEY, GO NORTH AND WEST ON STATE HIGHWAY NO. 2
 LG1108'FOR 3.2 MILES TO A HIGHWAY CUT AND THE STATION ON THE RIGHT.
 LG1108'
 LG1108'TO REACH THE AZIMUTH MARK, CONTINUE ON STATE HIGHWAY NO. 2 FOR
 LG1108'0.65 MILE AND THE AZIMUTH MARK ON THE LEFT.
 LG1108'
 LG1108'OBSERVATIONS TAKEN FROM A FOUR FOOT TRIPOD.
 LG1108
 LG1108                          STATION RECOVERY (1960)
 LG1108
 LG1108'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960 (DS)
 LG1108'RECOVERED BY H. HOSKINS AND ASSOC.
 LG1108'
 LG1108'STATION AND AZIMUTH MARKS ARE IN GOOD CONDITION.
 LG1108
 LG1108                          STATION RECOVERY (1961)
 LG1108
 LG1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1108'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE
 LG1108'MARK 3 WERE RECOVERED, FOUND TO BE IN GOOD CONDITION AND AS
 LG1108'DESCRIBED.  A METAL WITNESS POST WITH SIGN WAS ESTABLISHED 2.0
 LG1108'FEET SOUTHEAST OF THE AZIMUTH MARK.
 LG1108'
 LG1108'TO REACH THE STATION FROM THE UNION BANK IN COLLEGE VIEW,
 LG1108'SOUTHEAST SIDE OF LINCOLN, AT THE INTERSECTION OF PRESCOTT AVE.
 LG1108'AND 48TH STREET, DRIVE SOUTH ON 48TH STREET FOR 1.6 MILES TO ITS
 LG1108'JUNCTION WITH STATE HIGHWAY 2.  TURN LEFT ONTO THE HIGHWAY AND
 LG1108'DRIVE SOUTHEAST FOR 0.65 TO A CROSS ROAD AND SIGN, OLD CHENEY
 LG1108'ROAD.  TURN LEFT, AS PER SIGN, AND DRIVE EAST ON THE MACADAM
 LG1108'SURFACED ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LG1108'CONTINUE EAST FOR 0.65 MILE TO THE SUMMIT OF A RIDGE AND A
 LG1108'HOUSE AND THE STATION ON THE LEFT.
 LG1108'
 LG1108'THE PICTURE POINT IS THE T-INTERSECTION OF A NORTH-SOUTH FENCE
 LG1108'WITH THE NORTH RIGHT-OF-WAY FENCE OF THE OLD CHENEY ROAD.
 LG1108
 LG1108                          STATION RECOVERY (1976)
 LG1108
 LG1108'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1976 (HED)
 LG1108'REFER TO QUAD 400964 PAGE 1008 STATION, REF 1 REF 3 AND AZIMUTH
 LG1108'FOUND IN GOOD CONDITION AS DESCRIBED.
 LG1108'
 LG1108'NEAREST TOWN--LINCOLN.
 LG1108
 LG1108                          STATION RECOVERY (1976)
 LG1108
 LG1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1108'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK
 LG1108'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION MARK IS
 LG1108'IN A SMALL FENCED PASTURE AREA ON THE WEST SIDE OF A SURFACED
 LG1108'DRIVEWAY LEADING TO A HOUSE AND OWNED BY MR. AND MRS. DONALD R.
 LG1108'SCHULZ, 7820 OLD CHENNEY ROAD, RT. 9, LINCOLN, NEBRASKA 68516.
 LG1108'THE AZIMUTH MARK IS ALONG THE NORTH EDGE OF A FIELD AND THIS
 LG1108'DATE TWO SEVEN FOOT METAL FENCE POSTS WITH A METAL POST TIEING
 LG1108'THEM TOGETHER WAS PLACED ALONG THE SOUTH SIDE OF THE MARK
 LG1108'WITH A WITNESS SIGN FASTEN TO THE WEST POST.
 LG1108'
 LG1108'NOTE--A 3/4 INCH REBAR, ABOUT 3 FEET IN LENGTH WAS DRIVEN INTO
 LG1108'THE GROUND BESIDE THE STATION MARK AND THE AZIMUTH MARK.
 LG1108'
 LG1108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 LG1108'NNW OF CHENNEY.
 LG1108
 LG1108                          STATION RECOVERY (1992)
 LG1108
 LG1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG1108'2.2 KM (1.35 MI) NORTHERLY ALONG 84TH STREET FROM THE JUNCTION OF
 LG1108'STATE HIGHWAY 2 IN SOUTHEAST LINCOLN, THENCE 0.7 KM (0.45 MI)
 LG1108'WESTERLY ALONG OLD CHENEY ROAD, 37.8 M (124.0 FT) NORTH OF THE CENTER
 LG1108'OF THE ROAD, 27.0 M (88.6 FT) WEST OF THE SOUTHWEST CORNER OF A
 LG1108'HOUSE, 20.4 M (66.9 FT) WEST OF REFERENCE MARK 1, 17.0 M (55.8 FT)
 LG1108'SOUTH OF REFERENCE MARK 3, 1.5 M (4.9 FT) EAST OF A WITNESS POST AND
 LG1108'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1364 ***********************************************************************
 LG1364  DESIGNATION -  CHENEY RM 1
 LG1364  PID         -  LG1364
 LG1364  STATE/COUNTY-  NE/LANCASTER
 LG1364  USGS QUAD   -  WALTON (1980)
 LG1364
 LG1364                         *CURRENT SURVEY CONTROL
 LG1364  ___________________________________________________________________
 LG1364* NAD 83(1986)-  40 45 20.     (N)    096 36 51.     (W)     SCALED    
 LG1364* NAVD 88     -       418.707  (meters)    1373.71   (feet)  ADJUSTED  
 LG1364  ___________________________________________________________________
 LG1364  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 LG1364  DYNAMIC HT  -         418.526 (meters)    1373.11  (feet)  COMP
 LG1364  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 LG1364
 LG1364  VERT ORDER  -  FIRST     CLASS II
 LG1364
 LG1364.The horizontal coordinates were scaled from a topographic map and have
 LG1364.an estimated accuracy of +/- 6 seconds.
 LG1364
 LG1364.The orthometric height was determined by differential leveling
 LG1364.and adjusted by the National Geodetic Survey in May 1993..
 LG1364
 LG1364.The geoid height was determined by GEOID03.
 LG1364
 LG1364.The dynamic height is computed by dividing the NAVD 88
 LG1364.geopotential number by the normal gravity value computed on the
 LG1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1364.degrees latitude (g = 980.6199 gals.).
 LG1364
 LG1364.The modeled gravity was interpolated from observed gravity values.
 LG1364
 LG1364;                    North         East    Units  Estimated Accuracy
 LG1364;SPC NE       -   107,990.      785,770.      MT  (+/- 180 meters Scaled)
 LG1364
 LG1364                          SUPERSEDED SURVEY CONTROL
 LG1364
 LG1364.No superseded survey control is available for this station.
 LG1364
 LG1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL014143(NAD 83)
 LG1364_MARKER: DR = REFERENCE MARK DISK
 LG1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1364_SP_SET: CONCRETE POST
 LG1364_STAMPING: CHENEY NO 1 1947
 LG1364_MARK LOGO: CGS   
 LG1364_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1364+STABILITY: SURFACE MOTION
 LG1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1364+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1992
 LG1364
 LG1364  HISTORY     - Date     Condition        Report By
 LG1364  HISTORY     - 1947     MONUMENTED       CGS
 LG1364  HISTORY     - 19920520 GOOD             NGS
 LG1364
 LG1364                          STATION DESCRIPTION
 LG1364
 LG1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1364'2.2 KM (1.35 MI) NORTHERLY ALONG 84TH STREET FROM THE JUNCTION OF
 LG1364'STATE HIGHWAY 2 IN SOUTHEAST LINCOLN, THENCE 0.7 KM (0.45 MI)
 LG1364'WESTERLY ALONG OLD CHENEY ROAD, 37.8 M (124.0 FT) NORTH OF THE CENTER
 LG1364'OF THE ROAD, 20.4 M (66.9 FT) EAST OF TRIANGULATION STATION CHENEY,
 LG1364'1.8 M (5.9 FT) WEST OF A MULBERRY TREE, AND THE MONUMENT IS FLUSH
 LG1364'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1365 ***********************************************************************
 LG1365  DESIGNATION -  CHENEY RM 3
 LG1365  PID         -  LG1365
 LG1365  STATE/COUNTY-  NE/LANCASTER
 LG1365  USGS QUAD   -  WALTON (1980)
 LG1365
 LG1365                         *CURRENT SURVEY CONTROL
 LG1365  ___________________________________________________________________
 LG1365* NAD 83(1986)-  40 45 20.     (N)    096 36 51.     (W)     SCALED    
 LG1365* NAVD 88     -       418.807  (meters)    1374.04   (feet)  ADJUSTED  
 LG1365  ___________________________________________________________________
 LG1365  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 LG1365  DYNAMIC HT  -         418.626 (meters)    1373.44  (feet)  COMP
 LG1365  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 LG1365
 LG1365  VERT ORDER  -  FIRST     CLASS II
 LG1365
 LG1365.The horizontal coordinates were scaled from a topographic map and have
 LG1365.an estimated accuracy of +/- 6 seconds.
 LG1365
 LG1365.The orthometric height was determined by differential leveling
 LG1365.and adjusted by the National Geodetic Survey in May 1993..
 LG1365
 LG1365.The geoid height was determined by GEOID03.
 LG1365
 LG1365.The dynamic height is computed by dividing the NAVD 88
 LG1365.geopotential number by the normal gravity value computed on the
 LG1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1365.degrees latitude (g = 980.6199 gals.).
 LG1365
 LG1365.The modeled gravity was interpolated from observed gravity values.
 LG1365
 LG1365;                    North         East    Units  Estimated Accuracy
 LG1365;SPC NE       -   107,990.      785,770.      MT  (+/- 180 meters Scaled)
 LG1365
 LG1365                          SUPERSEDED SURVEY CONTROL
 LG1365
 LG1365.No superseded survey control is available for this station.
 LG1365
 LG1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL014143(NAD 83)
 LG1365_MARKER: DR = REFERENCE MARK DISK
 LG1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1365_SP_SET: CONCRETE POST
 LG1365_STAMPING: CHENEY NO 3 1949
 LG1365_MARK LOGO: CGS   
 LG1365_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1365+STABILITY: SURFACE MOTION
 LG1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1365+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1992
 LG1365
 LG1365  HISTORY     - Date     Condition        Report By
 LG1365  HISTORY     - 1949     MONUMENTED       CGS
 LG1365  HISTORY     - 19920520 GOOD             NGS
 LG1365
 LG1365                          STATION DESCRIPTION
 LG1365
 LG1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1365'2.2 KM (1.35 MI) NORTHERLY ALONG 84TH STREET FROM THE JUNCTION OF
 LG1365'STATE HIGHWAY 2 IN SOUTHEAST LINCOLN, THENCE 0.7 KM (0.45 MI)
 LG1365'WESTERLY ALONG OLD CHENEY ROAD, 53.3 M (174.9 FT) NORTH OF THE CENTER
 LG1365'OF THE ROAD, 17.0 M (55.8 FT) NORTH OF TRIANGULATION STATION CHENEY,
 LG1365'1.5 M (4.9 FT) EAST OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE
 LG1365'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1142 ***********************************************************************
 LG1142  DESIGNATION -  CHENEY ST MARYS CATHOLIC CH
 LG1142  PID         -  LG1142
 LG1142  STATE/COUNTY-  NE/LANCASTER
 LG1142  USGS QUAD   -  BENNET (1972)
 LG1142
 LG1142                         *CURRENT SURVEY CONTROL
 LG1142  ___________________________________________________________________
 LG1142* NAD 83(1995)-  40 43 34.28969(N)    096 35 42.65703(W)     ADJUSTED  
 LG1142* NAVD 88     -                                                        
 LG1142  ___________________________________________________________________
 LG1142  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 LG1142  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 LG1142
 LG1142  HORZ ORDER  -  THIRD
 LG1142
 LG1142.The horizontal coordinates were established by classical geodetic methods
 LG1142.and adjusted by the National Geodetic Survey in August 1997..
 LG1142
 LG1142
 LG1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1142
 LG1142.The geoid height was determined by GEOID03.
 LG1142
 LG1142;                    North         East     Units Scale Factor Converg.
 LG1142;SPC NE       -   104,794.361   787,501.029   MT  0.99975044   +2 15 22.9
 LG1142;UTM  14      - 4,511,144.121   703,092.459   MT  1.00010771   +1 34 10.4
 LG1142
 LG1142                          SUPERSEDED SURVEY CONTROL
 LG1142
 LG1142  NAD 83(1986)-  40 43 34.29818(N)    096 35 42.65672(W) AD(       ) 4
 LG1142  NAD 27      -  40 43 34.30000(N)    096 35 41.61000(W) AD(       ) 3
 LG1142
 LG1142.Superseded values are not recommended for survey control.
 LG1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1142.See file dsdata.txt to determine how the superseded data were derived.
 LG1142
 LG1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0309211144(NAD 83)
 LG1142_MARKER: 90 = CHURCH SPIRE
 LG1142
 LG1142  HISTORY     - Date     Condition        Report By
 LG1142  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1142  HISTORY     - 20010818 MARK NOT FOUND   USPSQD
 LG1142
 LG1142                          STATION DESCRIPTION
 LG1142
 LG1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1142'IT IS LOCATED IN THE NORTHEAST SECTION OF THE TOWN OF CHENEY,
 LG1142'65 FEET EAST OF THE CENTER OF A GRAVELED STREET AND 40 FEET
 LG1142'SOUTH OF THE CENTER OF A GRAVELED STREET.  IT IS A CONE SHAPED
 LG1142'SPIRE WITH A CROSS AT ITS APEX.  THE OVERALL HEIGHT IS
 LG1142'APPROXIMATELY 59 FEET AND THE POINT OBSERVED UPON WAS THE
 LG1142'CROSS AT THE APEX OF THE SPIRE.
 LG1142
 LG1142                          STATION RECOVERY (2001)
 LG1142
 LG1142'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1142'CHURCH NO LONGER EXISTS. SITE LOCATED. FROM NEBR ST HWY 2 AND S. 70TH
 LG1142'ST IN SE LINCOLN, GO 1.9 MILES TO CHENEY CORNER. TURN RIGHT TO FIRST
 LG1142'STREET IN CHENEY. TURN LEFT ONTO FIRST ST., GO 0.15 MILE TO FIRST AND
 LG1142'FLEMING STREETS WHERE CHENEY ST. MARY'S CATHOLIC CHURCH HAD BEEN. SITE
 LG1142'IS NOW A VACANT LOT. THE STATION SHOULD BE DELETED FROM THE DATA BASE.
 LG1142' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1104 ***********************************************************************
 ML1104  DESIGNATION -  CHERRY
 ML1104  PID         -  ML1104
 ML1104  STATE/COUNTY-  NE/BUFFALO
 ML1104  USGS QUAD   -  BOELUS (1978)
 ML1104
 ML1104                         *CURRENT SURVEY CONTROL
 ML1104  ___________________________________________________________________
 ML1104* NAD 83(1995)-  41 00 54.60878(N)    098 43 43.09500(W)     ADJUSTED  
 ML1104* NAVD 88     -       641.     (meters)    2103.     (feet)  SCALED    
 ML1104  ___________________________________________________________________
 ML1104  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 ML1104  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 ML1104
 ML1104  HORZ ORDER  -  SECOND
 ML1104
 ML1104.The horizontal coordinates were established by classical geodetic methods
 ML1104.and adjusted by the National Geodetic Survey in August 1997..
 ML1104
 ML1104.The orthometric height was scaled from a topographic map.
 ML1104
 ML1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1104
 ML1104.The geoid height was determined by GEOID03.
 ML1104
 ML1104;                    North         East     Units Scale Factor Converg.
 ML1104;SPC NE       -   132,001.024   606,905.325   MT  0.99969503   +0 50 33.1
 ML1104;UTM  14      - 4,540,476.438   522,816.781   MT  0.99960641   +0 10 41.1
 ML1104
 ML1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1104!SPC NE       -   0.99990326  x   0.99969503  =   0.99959832
 ML1104!UTM  14      -   0.99990326  x   0.99960641  =   0.99950971
 ML1104
 ML1104                          SUPERSEDED SURVEY CONTROL
 ML1104
 ML1104  NAD 83(1986)-  41 00 54.61611(N)    098 43 43.09671(W) AD(       ) 2
 ML1104  NAD 27      -  41 00 54.56800(N)    098 43 41.82300(W) AD(       ) 2
 ML1104
 ML1104.Superseded values are not recommended for survey control.
 ML1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1104.See file dsdata.txt to determine how the superseded data were derived.
 ML1104
 ML1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2281740476(NAD 83)
 ML1104_MARKER: G = GLASS BOTTLE
 ML1104_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 ML1104_SP_SET: OBJECT IMBEDDED IN GROUND
 ML1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1104
 ML1104  HISTORY     - Date     Condition        Report By
 ML1104  HISTORY     - 1899     MONUMENTED       CGS
 ML1104  HISTORY     - 1935     SEE DESCRIPTION  CGS
 ML1104  HISTORY     - 1935     MARK NOT FOUND   CGS
 ML1104
 ML1104                          STATION DESCRIPTION
 ML1104
 ML1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1104'THIS STATION IS ON A PROMINENT ROUND-TOPPED SAND HILL WITH A
 ML1104'DEEP BLOW-OUT ON ITS WEST FACE, AND IS IN THE NW. 1/4 SEC. 13,
 ML1104'T. 12 N., R. 13 W., ABOUT 1.75 MILES SOUTHEAST OF ST. MICHAEL
 ML1104'RAILROAD STATION AND 11 MILES EAST OF RAVENNA.  STATION IS MARKED
 ML1104'BY BOTTLE TOP BURIED 2.0 FEET BELOW THE SURFACE OF THE GROUND.
 ML1104
 ML1104                          STATION RECOVERY (1935)
 ML1104
 ML1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1104'STATION WAS SEARCHED FOR ON APRIL 12, 1935 AND FOUND TO BE
 ML1104'DESTROYED.  THE ENTIRE WEST FACE AND TOP OF THE SAND HILL ON
 ML1104'WHICH THE STATION WAS LOCATED HAS BEEN BLOWN AWAY.
 ML1104
 ML1104                          STATION RECOVERY (1935)
 ML1104
 ML1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 ML1104'STATION NOT RECOVERED.  IT IS RECOMMENDED THAT THIS STATION BE
 ML1104'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1105 ***********************************************************************
 ML1105  DESIGNATION -  CHERRY 2
 ML1105  PID         -  ML1105
 ML1105  STATE/COUNTY-  NE/BUFFALO
 ML1105  USGS QUAD   -  BOELUS (1978)
 ML1105
 ML1105                         *CURRENT SURVEY CONTROL
 ML1105  ___________________________________________________________________
 ML1105* NAD 83(1995)-  41 00 54.68893(N)    098 43 42.97672(W)     ADJUSTED  
 ML1105* NAVD 88     -       641.     (meters)    2103.     (feet)  SCALED    
 ML1105  ___________________________________________________________________
 ML1105  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 ML1105  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 ML1105
 ML1105  HORZ ORDER  -  THIRD
 ML1105
 ML1105.The horizontal coordinates were established by classical geodetic methods
 ML1105.and adjusted by the National Geodetic Survey in August 1997..
 ML1105
 ML1105.The orthometric height was scaled from a topographic map.
 ML1105
 ML1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1105
 ML1105.The geoid height was determined by GEOID03.
 ML1105
 ML1105;                    North         East     Units Scale Factor Converg.
 ML1105;SPC NE       -   132,003.536   606,908.051   MT  0.99969502   +0 50 33.2
 ML1105;UTM  14      - 4,540,478.918   522,819.536   MT  0.99960641   +0 10 41.2
 ML1105
 ML1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1105!SPC NE       -   0.99990326  x   0.99969502  =   0.99959831
 ML1105!UTM  14      -   0.99990326  x   0.99960641  =   0.99950971
 ML1105
 ML1105:                Primary Azimuth Mark                     Grid Az
 ML1105:SPC NE       -  ML 11 6                                  022 16 59.9
 ML1105:UTM  14      -  ML 11 6                                  022 56 51.9
 ML1105
 ML1105|---------------------------------------------------------------------|
 ML1105| PID    Reference Object                     Distance      Geod. Az  |
 ML1105|                                                           dddmmss.s |
 ML1105| ML1103 ML 11 6                             APPROX. 0.9 KM 0230733.1 |
 ML1105| ML1100 CAIRO MUNICIPAL TANK                APPROX.10.4 KM 0982002.7 |
 ML1105| CN8102 CHERRY 2 RM 1                        11.485 METERS 15931     |
 ML1105| CN8103 CHERRY 2 RM 2                         7.377 METERS 30128     |
 ML1105|---------------------------------------------------------------------|
 ML1105
 ML1105                          SUPERSEDED SURVEY CONTROL
 ML1105
 ML1105  NAD 83(1986)-  41 00 54.69578(N)    098 43 42.97805(W) AD(       ) 3
 ML1105  NAD 27      -  41 00 54.64900(N)    098 43 41.70900(W) AD(       ) 3
 ML1105
 ML1105.Superseded values are not recommended for survey control.
 ML1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1105.See file dsdata.txt to determine how the superseded data were derived.
 ML1105
 ML1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2282040479(NAD 83)
 ML1105_MARKER: DS = TRIANGULATION STATION DISK
 ML1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1105
 ML1105  HISTORY     - Date     Condition        Report By
 ML1105  HISTORY     - 1950     MONUMENTED       CGS
 ML1105
 ML1105                          STATION DESCRIPTION
 ML1105
 ML1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1105'THE STATION IS LOCATED ABOUT 8 MILES WEST AND 1 MILE NORTH
 ML1105'OF CAIRO ON A HIGH SAND HILL.  IT IS 15 FEET WEST OF A BLUFF,
 ML1105'9 FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET EAST OF A BLUFF.
 ML1105'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 ML1105'CHERRY 2 1950.
 ML1105'
 ML1105'REFERENCE MARK NO. 1 IS 2 FEET WEST OF A BLUFF AND 2 FEET EAST
 ML1105'OF A BLUFF.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 ML1105'STAMPED CHERRY 2 NO 1 1950.
 ML1105'
 ML1105'REFERENCE MARK NO. 2 IS 2 FEET EAST OF A BLUFF AND 3 FEET WEST
 ML1105'OF A BLUFF.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 ML1105'IS STAMPED.  CHERRY 2 NO 2 1950.
 ML1105'
 ML1105'USBR M-L-11-6 MARK WAS USED AS AN AZIMUTH MARK.  IT IS A STANDARD
 ML1105'U.S. BUREAU OF RECLAMATION DISK.  IT IS APPROXIMATELY 0.3
 ML1105'MILE SOUTH OF A RAILROAD TRACK, 150 FEET SOUTH OF A STEEP BLUFF
 ML1105'AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 ML1105'ABOUT 10 INCHES AND THE DISK IS STAMPED M-L-11-6.
 ML1105'
 ML1105'TO REACH THE STATION FROM THE DEPOT IN CAIRO, GO WEST ON STATE
 ML1105'ROUTE 2 FOR 7.2 MILES TO A CROSSROADS.  TURN RIGHT (NORTH)
 ML1105'AND GO 1.4 MILES TO A T-ROAD.  TURN RIGHT (EAST) FOR 0.35
 ML1105'MILE TO A RAILROAD TRACK, CROSS TRACK AND GO NORTH FOR 0.4
 ML1105'MILE TO A SIDE ROAD.  TURN EAST AND GO 0.25 MILES TO FORKS,
 ML1105'TAKE RIGHT FORK AND GO EASTERLY FOR 0.45 MILE TO A FARM YARD
 ML1105'GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.4 MILE TO
 ML1105'A GATE JUST BEFORE A RAILROAD TRACK.  PASS THROUGH GATE AND
 ML1105'CROSS TRACK TO GATE, PASS THROUGH GATE AND FOLLOW
 ML1105'TRACK ROAD FOR APPROXIMATELY 1.5 MILE TO THE FOOT OF A
 ML1105'PROMINENT HILL.  FROM HERE PACK SOUTHERLY UP HILL TO TOP
 ML1105'AND STATION.
 ML1105'
 ML1105'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND
 ML1105'NORTHEASTERLY FOR APPROXIMATELY 1.0 MILE TO THE HIGHEST SAND
 ML1105'HILL AND MARK AS DESCRIBED.
 ML1105'
 ML1105'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0423 ***********************************************************************
 NO0423  DESIGNATION -  CHERRY NORTH BASE
 NO0423  PID         -  NO0423
 NO0423  STATE/COUNTY-  NE/CHERRY
 NO0423  USGS QUAD   -  DUCK LAKE NE (1986)
 NO0423
 NO0423                         *CURRENT SURVEY CONTROL
 NO0423  ___________________________________________________________________
 NO0423* NAD 83(1995)-  42 10 46.59546(N)    100 31 42.62086(W)     ADJUSTED  
 NO0423* NAVD 88     -       902.     (meters)    2959.     (feet)  SCALED    
 NO0423  ___________________________________________________________________
 NO0423  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 NO0423  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 NO0423
 NO0423  HORZ ORDER  -  FIRST
 NO0423
 NO0423.The horizontal coordinates were established by classical geodetic methods
 NO0423.and adjusted by the National Geodetic Survey in August 1997..
 NO0423
 NO0423.The orthometric height was scaled from a topographic map.
 NO0423
 NO0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0423
 NO0423.The geoid height was determined by GEOID03.
 NO0423
 NO0423;                    North         East     Units Scale Factor Converg.
 NO0423;SPC NE       -   260,635.810   456,348.404   MT  0.99972769   -0 21 00.9
 NO0423;UTM  14      - 4,670,849.138   373,767.887   MT  0.99979607   -1 01 35.3
 NO0423
 NO0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0423!SPC NE       -   0.99986190  x   0.99972769  =   0.99958963
 NO0423!UTM  14      -   0.99986190  x   0.99979607  =   0.99965800
 NO0423
 NO0423|---------------------------------------------------------------------|
 NO0423| PID    Reference Object                     Distance      Geod. Az  |
 NO0423|                                                           dddmmss.s |
 NO0423| CO2857 CHERRY NORTH BASE RM 1               23.602 METERS 11547     |
 NO0423| CO2223 L 93                                               1903751.3 |
 NO0423| CO2858 CHERRY NORTH BASE RM 2               38.801 METERS 20058     |
 NO0423|---------------------------------------------------------------------|
 NO0423
 NO0423                          SUPERSEDED SURVEY CONTROL
 NO0423
 NO0423  NAD 83(1986)-  42 10 46.59677(N)    100 31 42.62575(W) AD(       ) 1
 NO0423  NAD 27      -  42 10 46.59700(N)    100 31 41.13800(W) AD(       ) 1
 NO0423
 NO0423.Superseded values are not recommended for survey control.
 NO0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0423.See file dsdata.txt to determine how the superseded data were derived.
 NO0423
 NO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7376870849(NAD 83)
 NO0423_MARKER: DS = TRIANGULATION STATION DISK
 NO0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0423
 NO0423  HISTORY     - Date     Condition        Report By
 NO0423  HISTORY     - 1949     MONUMENTED       CGS
 NO0423
 NO0423                          STATION DESCRIPTION
 NO0423
 NO0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0423'THE STATION IS LOCATED ABOUT 14.5 MILES NORTH-NORTHEAST OF THEDFORD
 NO0423'ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 83.  IT IS 29.5 FEET
 NO0423'WEST OF THE CENTER OF U.S. HIGHWAY 83, 18 FEET EAST OF NORTH-SOUTH
 NO0423'FENCE LINE AND 19.6 FEET EAST-NORTHEAST OF WITNESS POST.  IT
 NO0423'IS STAMPED CHERRY N BASE 1949 AND PROJECTS 3 INCHES.
 NO0423'
 NO0423'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, SET ON
 NO0423'THE EAST SIDE OF THE HIGHWAY, 40 FEET EAST OF THE CENTER OF
 NO0423'THE HIGHWAY AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT IS
 NO0423'STAMPED CHERRY N BASE NO 1 1949 AND PROJECTS 2 INCHES.
 NO0423'
 NO0423'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, SET ON THE WEST
 NO0423'SIDE OF THE HIGHWAY, 49 FEET WEST OF THE CENTER OF HIGHWAY
 NO0423'AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 NO0423'CHERRY N BASE NO 2 1949 AND PROJECTS 2 INCHES.
 NO0423'
 NO0423'U.S.G.S. BENCH MARK L 93 WAS USED AS THE AZIMUTH MARK.  IT IS
 NO0423'ABOUT 0.35 MILE SOUTH OF THE STATION, 50 FEET EAST OF THE CENTER
 NO0423'OF U.S. HIGHWAY 83, 3.5 FEET NORTH OF WITNESS POST AND 1.5 FEET
 NO0423'WEST OF NORTH-SOUTH FENCE LINE.  IT IS A U.S. GEOLOGICAL SURVEY
 NO0423'BENCH MARK DISK SET IN THE TOP OF AN 8 BY 8 INCH CONCRETE POST
 NO0423'PROJECTING 8 INCHES AND STAMPED L 93 1946.
 NO0423'
 NO0423'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 NO0423'ROUTE NO 2 ABOUT 2.0 MILES EAST OF THEDFORD, GO NORTH ON U.S.
 NO0423'HIGHWAY 83 FOR 13.5 MILES TO BENCH MARK L 93 ON THE EAST
 NO0423'SIDE AS DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR 0.35 MILE TO
 NO0423'THE STATION ON THE WEST SIDE AS DESCRIBED.
 NO0423'
 NO0423'A 4 FOOT SIGNAL AT STATION KELLER IS VISIBLE AT 50 FEET
 NO0423'
 NO0423'A 4 FOOT SIGNAL AT STATION LOSH IS VISIBLE AT 50 FEET
 NO0423'
 NO0423'A 100 FOOT SIGNAL AT STATION CHERRY S BASE IS VISIBLE AT 4 FEET
 NO0423'
 NO0423'A 4 FOOT SIGNAL AT STATION SHANLEY USGS IS VISIBLE AT 64 FEET
 NO0423'
 NO0423'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 77 FEET
 NO0423'
 NO0423'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0425 ***********************************************************************
 NO0425  DESIGNATION -  CHERRY SOUTH BASE
 NO0425  PID         -  NO0425
 NO0425  STATE/COUNTY-  NE/CHERRY
 NO0425  USGS QUAD   -  DUCK LAKE SE (1986)
 NO0425
 NO0425                         *CURRENT SURVEY CONTROL
 NO0425  ___________________________________________________________________
 NO0425* NAD 83(1995)-  42 06 54.57015(N)    100 32 18.37434(W)     ADJUSTED  
 NO0425* NAVD 88     -       924.     (meters)    3031.     (feet)  SCALED    
 NO0425  ___________________________________________________________________
 NO0425  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 NO0425  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 NO0425
 NO0425  HORZ ORDER  -  FIRST
 NO0425
 NO0425.The horizontal coordinates were established by classical geodetic methods
 NO0425.and adjusted by the National Geodetic Survey in August 1997..
 NO0425
 NO0425.The orthometric height was scaled from a topographic map.
 NO0425
 NO0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0425
 NO0425.The geoid height was determined by GEOID03.
 NO0425
 NO0425;                    North         East     Units Scale Factor Converg.
 NO0425;SPC NE       -   253,483.984   455,483.556   MT  0.99971509   -0 21 24.6
 NO0425;UTM  14      - 4,663,707.463   372,818.694   MT  0.99979903   -1 01 54.7
 NO0425
 NO0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0425!SPC NE       -   0.99985846  x   0.99971509  =   0.99957359
 NO0425!UTM  14      -   0.99985846  x   0.99979903  =   0.99965752
 NO0425
 NO0425|---------------------------------------------------------------------|
 NO0425| PID    Reference Object                     Distance      Geod. Az  |
 NO0425|                                                           dddmmss.s |
 NO0425| CO2863 CHERRY SOUTH BASE RM 1               30.230 METERS 18026     |
 NO0425| CO2861 CHERRY SOUTH BASE RM 2               29.651 METERS 28059     |
 NO0425| NO0424 CHERRY SOUTH BASE 2                  26.622 METERS 28245     |
 NO0425| CO2859 CHERRY SOUTH BASE AZ MK                            2824503.9 |
 NO0425|---------------------------------------------------------------------|
 NO0425
 NO0425                          SUPERSEDED SURVEY CONTROL
 NO0425
 NO0425  NAD 83(1986)-  42 06 54.57150(N)    100 32 18.37863(W) AD(       ) 1
 NO0425  NAD 27      -  42 06 54.57000(N)    100 32 16.88800(W) AD(       ) 1
 NO0425
 NO0425.Superseded values are not recommended for survey control.
 NO0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0425.See file dsdata.txt to determine how the superseded data were derived.
 NO0425
 NO0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7281963707(NAD 83)
 NO0425_MARKER: DS = TRIANGULATION STATION DISK
 NO0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0425
 NO0425  HISTORY     - Date     Condition        Report By
 NO0425  HISTORY     - 1949     MONUMENTED       CGS
 NO0425  HISTORY     - 1956     GOOD             CGS
 NO0425
 NO0425                          STATION DESCRIPTION
 NO0425
 NO0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0425'THE STATION IS LOCATED ABOUT 11.0 MILES NORTH-NORTHEAST OF
 NO0425'THEDFORD, 1.5 MILES NORTH OF THE CHERRY-THOMAS COUNTY LINE, 43.0
 NO0425'FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 83, 13.5 FEET
 NO0425'SOUTHWEST OF A CONCRETE R/W MARKER, AND 12.0 FEET WEST OF A
 NO0425'FENCE.  IT PROJECTS ONE INCH AND IS STAMPED, CHERRY S BASE
 NO0425'1949.
 NO0425'
 NO0425'REFERENCE MARK NO. 1 IS 52.0 FEET EAST OF THE CENTER OF U.S.
 NO0425'HIGHWAY NO. 83 AND 0.5 FOOT WEST OF A FENCE.  IT PROJECTS 4
 NO0425'INCHES AND IS STAMPED, CHERRY S BASE NO 1 1949.
 NO0425'
 NO0425'REFERENCE MARK NO. 2 IS 45.5 FEET WEST OF THE CENTER OF U.S.
 NO0425'HIGHWAY NO. 83, 5.0 FEET WEST OF A CONCRETE R/W MARKER, AND 0.5
 NO0425'FOOT EAST OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED, CHERRY
 NO0425'S BASE NO 2 1949.
 NO0425'
 NO0425'AZIMUTH MARK IS ON THE SOUTH END OF A SAND RIDGE, 0.25 MILE
 NO0425'WEST OF U.S. HIGHWAY NO. 83, AND ABOUT 80 FEET EAST OF A HIGHER
 NO0425'SAND HILL.  IT PROJECTS 4 INCHES AND IS STAMPED, CHERRY S BASE
 NO0425'1949.
 NO0425'
 NO0425'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 83
 NO0425'AND STATE HIGHWAY NO. 2, 2.0 MILES EAST OF THEDFORD, GO NORTH ON
 NO0425'U.S. HIGHWAY NO. 83 FOR 9.35 MILES TO THE STATION ON THE RIGHT,
 NO0425'JUST AFTER PASSING THROUGH A ROAD CUT.
 NO0425'
 NO0425'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ACROSS
 NO0425'PASTURE FOR 0.25 MILE TO THE MARK AS DESCRIBED.
 NO0425'
 NO0425'A 4 FOOT SIGNAL AT SHANLEY (USGS) IS VISIBLE AT 4 FEET.
 NO0425'
 NO0425'A 4 FOOT SIGNAL AT HACKBERRY, KELLER, AND LOSH ARE VISIBLE AT
 NO0425'37 FEET.
 NO0425'
 NO0425'A 100 FOOT SIGNAL AT CHERRY N BASE IS VISIBLE AT 37 FEET.
 NO0425'
 NO0425'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NO0425
 NO0425                          STATION RECOVERY (1956)
 NO0425
 NO0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 NO0425'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NO0425'GOOD CONDITION, EXCEPT THE STATION MARK AND REFERENCE MARK NO. 1
 NO0425'WHICH WERE COVERED BY ABOUT 10 FEET OF FILL IN THE CONSTRUCTION
 NO0425'OF NEW U.S. HIGHWAY 83.  THE STATION MARK WAS RECOVERED BY DIGGING
 NO0425'A HOLE IN THE FILL ON THE WEST SHOULDER OF THE NEW HIGHWAY.
 NO0425'THE OLD STATION WAS NOT DESTROYED.  A NEW STATION, CHERRY S BASE
 NO0425'2 1956, WAS ESTABLISHED ON LINE TOWARD THE OLD AZIMUTH MARK.  A
 NO0425'NEW AZIMUTH MARK WAS ESTABLISHED BECAUSE THE SAND HAS BLOWN
 NO0425'OUT AROUND THE OLD ONE UNTIL ABOUT TWO FEET OF THE CONCRETE
 NO0425'POST SHOWS.  THE OLD AZIMUTH MARK WAS STABLE AND REMAINS IN
 NO0425'PLACE.  FOR DETAILS, SEE THE DESCRIPTION OF CHERRY S BASE 2
 NO0425'1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0424 ***********************************************************************
 NO0424  DESIGNATION -  CHERRY SOUTH BASE 2
 NO0424  PID         -  NO0424
 NO0424  STATE/COUNTY-  NE/CHERRY
 NO0424  USGS QUAD   -  DUCK LAKE SE (1986)
 NO0424
 NO0424                         *CURRENT SURVEY CONTROL
 NO0424  ___________________________________________________________________
 NO0424* NAD 83(1995)-  42 06 54.76059(N)    100 32 19.50463(W)     ADJUSTED  
 NO0424* NAVD 88     -       924.     (meters)    3031.     (feet)  SCALED    
 NO0424  ___________________________________________________________________
 NO0424  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 NO0424  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 NO0424
 NO0424  HORZ ORDER  -  SECOND
 NO0424
 NO0424.The horizontal coordinates were established by classical geodetic methods
 NO0424.and adjusted by the National Geodetic Survey in August 1997..
 NO0424.No horizontal observational check was made to the station.
 NO0424
 NO0424.The orthometric height was scaled from a topographic map.
 NO0424
 NO0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0424
 NO0424.The geoid height was determined by GEOID03.
 NO0424
 NO0424;                    North         East     Units Scale Factor Converg.
 NO0424;SPC NE       -   253,490.020   455,457.634   MT  0.99971510   -0 21 25.3
 NO0424;UTM  14      - 4,663,713.804   372,792.843   MT  0.99979911   -1 01 55.4
 NO0424
 NO0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0424!SPC NE       -   0.99985846  x   0.99971510  =   0.99957360
 NO0424!UTM  14      -   0.99985846  x   0.99979911  =   0.99965760
 NO0424
 NO0424:                Primary Azimuth Mark                     Grid Az
 NO0424:SPC NE       -  CHERRY SOUTH BASE AZ MK 2                014 09 08.5
 NO0424:UTM  14      -  CHERRY SOUTH BASE AZ MK 2                014 49 38.6
 NO0424
 NO0424|---------------------------------------------------------------------|
 NO0424| PID    Reference Object                     Distance      Geod. Az  |
 NO0424|                                                           dddmmss.s |
 NO0424| CO2860 CHERRY SOUTH BASE AZ MK 2                          0134743.2 |
 NO0424| NO0425 CHERRY SOUTH BASE                    26.622 METERS 10245     |
 NO0424| CO2861 CHERRY SOUTH BASE RM 2                3.146 METERS 26551     |
 NO0424| CO2859 CHERRY SOUTH BASE AZ MK                            2824503.2 |
 NO0424| CO2862 CHERRY SOUTH BASE RM 3               14.118 METERS 35348     |
 NO0424|---------------------------------------------------------------------|
 NO0424
 NO0424                          SUPERSEDED SURVEY CONTROL
 NO0424
 NO0424  NAD 83(1986)-  42 06 54.76194(N)    100 32 19.50891(W) AD(       ) 2
 NO0424  NAD 27      -  42 06 54.76000(N)    100 32 18.01800(W) AD(       ) 2
 NO0424
 NO0424.Superseded values are not recommended for survey control.
 NO0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0424.See file dsdata.txt to determine how the superseded data were derived.
 NO0424
 NO0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7279363714(NAD 83)
 NO0424_MARKER: DS = TRIANGULATION STATION DISK
 NO0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0424
 NO0424  HISTORY     - Date     Condition        Report By
 NO0424  HISTORY     - 1956     MONUMENTED       CGS
 NO0424
 NO0424                          STATION DESCRIPTION
 NO0424
 NO0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 NO0424'STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF THEDFORD,
 NO0424'1 AND 1/2 MILES NORTH OF THE CHERRY-THOMAS COUNTY LINE, 110
 NO0424'FEET WEST OF THE CENTER OF NEW U.S. HIGHWAY 83, 10 FEET EAST
 NO0424'OF A FENCE, AND 4 FEET EAST OF A RIGHT-OF-WAY CONCRETE MARKER
 NO0424'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 NO0424'DISK IS STAMPED CHERRY S BASE 2 1956.
 NO0424'
 NO0424'REFERENCE MARK NO. 2 IS 112 FEET WEST OF THE CENTER OF NEW
 NO0424'U.S. HIGHWAY 83, 6 FEET WEST OF A RIGHT-OF-WAY CONCRETE MARKER
 NO0424'POST, AND IN A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NO0424'IS STAMPED CHERRY S BASE NO 2 1949.
 NO0424'
 NO0424'REFERENCE MARK NO. 3 IS 111 FEET WEST OF THE CENTER OF U.S.
 NO0424'HIGHWAY 83 AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS 4 INCHES
 NO0424'AND THE DISK IS STAMPED CHERRY S BASE NO 3 1956.
 NO0424'
 NO0424'THE OLD AZIMUTH MARK REMAINS IN PLACE ON THE SOUTH END OF A SAND
 NO0424'RIDGE, 0.25 MILE WEST OF U.S. HIGHWAY 83, AND ABOUT 80 FEET EAST
 NO0424'OF A HIGHER SAND HILL.  THE SAND HAS BLOWN OUT AROUND THIS
 NO0424'MARK AND ABOUT 2 FEET OF THE CONCRETE POST SHOWS.  IT IS STAMPED
 NO0424'CHERRY S BASE 1949.
 NO0424'
 NO0424'THE NEW AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION, 77 FEET
 NO0424'EAST OF THE CENTER OF NEW U.S. HIGHWAY 83, 13 FEET SOUTH OF A
 NO0424'TELEPHONE POLE, AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 NO0424'4 INCHES AND THE DISK IS STAMPED CHERRY S BASE 1956.
 NO0424'
 NO0424'NOTE--AN ADDITIONAL AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION
 NO0424'DUE TO THE SANDY CONDITION OF THE SOIL IN THIS AREA.
 NO0424'
 NO0424'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 NO0424'STATE HIGHWAY 2 WHICH IS 2.0 MILES EAST OF THEDFORD, GO NORTH
 NO0424'ON U.S. HIGHWAY 83 FOR 9.35 MILES TO THE STATION ON THE LEFT
 NO0424'AS DESCRIBED.
 NO0424'
 NO0424'TO REACH THE OLD AZIMUTH MARK FROM THE STATION, GO WEST ACROSS
 NO0424'THE PASTURE FOR 0.25 MILE TO THE MARK AS DESCRIBED.
 NO0424'
 NO0424'TO REACH THE NEW AZIMUTH MARK FROM THE STATION, GO NORTH ON
 NO0424'U.S. HIGHWAY 83 FOR 0.2 MILE TO THE MARK ON THE RIGHT AS
 NO0424'DESCRIBED.
 NO0424'
 NO0424'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0869 ***********************************************************************
 LG0869  DESIGNATION -  CHESTER AZ MK 2
 LG0869  PID         -  LG0869
 LG0869  STATE/COUNTY-  NE/THAYER
 LG0869  USGS QUAD   -  CHESTER (1980)
 LG0869
 LG0869                         *CURRENT SURVEY CONTROL
 LG0869  ___________________________________________________________________
 LG0869* NAD 83(1995)-  40 00 07.14648(N)    097 35 54.28653(W)     ADJUSTED  
 LG0869* NAVD 88     -       489.     (meters)    1604.     (feet)  SCALED    
 LG0869  ___________________________________________________________________
 LG0869  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 LG0869  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 LG0869
 LG0869  HORZ ORDER  -  THIRD
 LG0869
 LG0869.The horizontal coordinates were established by classical geodetic methods
 LG0869.and adjusted by the National Geodetic Survey in August 1997..
 LG0869.No horizontal observational check was made to the station.
 LG0869
 LG0869.The orthometric height was scaled from a topographic map.
 LG0869
 LG0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0869
 LG0869.The geoid height was determined by GEOID03.
 LG0869
 LG0869;                    North         East     Units Scale Factor Converg.
 LG0869;SPC NE       -    21,574.677   705,048.290   MT  0.99999910   +1 35 29.5
 LG0869;SPC KS N     -   185,326.306   434,293.431   MT  1.00004279   +0 15 14.7
 LG0869;UTM  14      - 4,428,918.286   619,637.685   MT  0.99977620   +0 54 03.8
 LG0869
 LG0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0869!SPC NE       -   0.99992743  x   0.99999910  =   0.99992653
 LG0869!SPC KS N     -   0.99992743  x   1.00004279  =   0.99997022
 LG0869!UTM  14      -   0.99992743  x   0.99977620  =   0.99970365
 LG0869
 LG0869                          SUPERSEDED SURVEY CONTROL
 LG0869
 LG0869  NAD 83(1986)-  40 00 07.15160(N)    097 35 54.28648(W) AD(       ) 3
 LG0869  NAD 27      -  40 00 07.11882(N)    097 35 53.13599(W) AD(       ) 3
 LG0869
 LG0869.Superseded values are not recommended for survey control.
 LG0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0869.See file dsdata.txt to determine how the superseded data were derived.
 LG0869
 LG0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1963828918(NAD 83)
 LG0869
 LG0869  HISTORY     - Date     Condition        Report By
 LG0869  HISTORY     - 1975     MONUMENTED       NGS
 LG0869  HISTORY     - 1975     GOOD             NGS
 LG0869
 LG0869                          STATION DESCRIPTION
 LG0869
 LG0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0869'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED CHESTER
 LG0869'1947 AZ 2 1975, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 LG0869'WITH A PLATE BOLTED AT THE BOTTOM, ENCASED IN A 6-INCH TILE AND
 LG0869'FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET SOUTH OF THE CENTER
 LG0869'OF THE GRAVELED ROAD, 1 FOOT NORTH OF A METAL WITNESS POST IN AN
 LG0869'OLD FENCELINE AND NEAR THE WEST END OF THE OLD FENCELINE.
 LG0869'
 LG0869'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO EAST ON THE GRAVELED
 LG0869'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK 2 ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0866 ***********************************************************************
 LG0866  DESIGNATION -  CHESTER MUNICIPAL TANK
 LG0866  PID         -  LG0866
 LG0866  STATE/COUNTY-  NE/THAYER
 LG0866  USGS QUAD   -  CHESTER (1980)
 LG0866
 LG0866                         *CURRENT SURVEY CONTROL
 LG0866  ___________________________________________________________________
 LG0866* NAD 83(1995)-  40 00 39.70904(N)    097 37 09.41315(W)     ADJUSTED  
 LG0866* NAVD 88     -                                                        
 LG0866  ___________________________________________________________________
 LG0866  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 LG0866  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 LG0866
 LG0866  HORZ ORDER  -  THIRD
 LG0866
 LG0866.The horizontal coordinates were established by classical geodetic methods
 LG0866.and adjusted by the National Geodetic Survey in August 1997..
 LG0866
 LG0866
 LG0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0866
 LG0866.The geoid height was determined by GEOID03.
 LG0866
 LG0866;                    North         East     Units Scale Factor Converg.
 LG0866;SPC NE       -    22,529.343   703,239.331   MT  0.99999503   +1 34 39.7
 LG0866;SPC KS N     -   186,322.970   432,507.158   MT  1.00004488   +0 14 27.2
 LG0866;UTM  14      - 4,429,894.454   617,840.758   MT  0.99977095   +0 53 16.1
 LG0866
 LG0866                          SUPERSEDED SURVEY CONTROL
 LG0866
 LG0866  NAD 83(1986)-  40 00 39.71408(N)    097 37 09.41267(W) AD(       ) 4
 LG0866  NAD 27      -  40 00 39.68300(N)    097 37 08.26300(W) AD(       ) 3
 LG0866
 LG0866.Superseded values are not recommended for survey control.
 LG0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0866.See file dsdata.txt to determine how the superseded data were derived.
 LG0866
 LG0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1784129894(NAD 83)
 LG0866_MARKER: 53 = ELEVATED TANK
 LG0866
 LG0866  HISTORY     - Date     Condition        Report By
 LG0866  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0866  HISTORY     - 1947     GOOD             CGS
 LG0866  HISTORY     - 1950     GOOD             CGS
 LG0866  HISTORY     - 20050713 GOOD             USPSQD
 LG0866
 LG0866                          STATION DESCRIPTION
 LG0866
 LG0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0866'OBJECT OBSERVED UPON WAS THE FINIAL OF A LARGE TANK LOCATED IN
 LG0866'THE TOWN OF CHESTER, APPARENTLY THE MUNICIPAL WATER SUPPLY TANK.
 LG0866'STATION WAS OFF SCHEME AND NOT VISITED.
 LG0866'
 LG0866'OBSERVED UPON FROM STATIONS MERIDIAN AND HOFF.
 LG0866
 LG0866                          STATION RECOVERY (1947)
 LG0866
 LG0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0866'THE STATION IS LOCATED IN THE EAST SIDE OF THE TOWN, 160 FEET
 LG0866'WEST OF U.S. HIGHWAY 81 AND 60 FEET SOUTH OF A EAST-WEST STREET.
 LG0866'THE TANK PROPER IS SUPPORTED BY A 4 LEGGED TRUSWORK STRUCTURE.
 LG0866'IT IS APPROXIMATELY 100 FEET IN HEIGHT.  THE POINT OBSERVED
 LG0866'UPON WAS THE CENTER OF THE TANK.
 LG0866'
 LG0866'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LG0866
 LG0866                          STATION RECOVERY (1950)
 LG0866
 LG0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LG0866'THE STATION IS LOCATED NEAR THE CENTER AND JUST WEST OF THE CITY
 LG0866'HALL OF THE TOWN OF CHESTER.  IT IS ABOUT 100 FEET WEST FROM
 LG0866'THE CENTER OF U.S. HIGHWAY 81 AND 40 FEET SOUTH FROM THE CENTER
 LG0866'OF AN EAST-WEST STREET.
 LG0866'
 LG0866'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 LG0866'AND HAS AN OVERALL HEIGHT OF 110 FEET.
 LG0866'
 LG0866'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
 LG0866'
 LG0866'PROBABLY SAME AS STATION LOCATED IN 1935.
 LG0866
 LG0866                          STATION RECOVERY (2005)
 LG0866
 LG0866'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0866'STATION FOUND GOOD. U.S. HIGHWAY 81 REFERENCED IN THE 1950 DESCRIPTION
 LG0866'HAS BEEN MOVED AND THE STREET EAST OF THE TANK IS THAYER AVENUE. THE
 LG0866'EAST-WEST REFERENCED STREET IS HOWARD STREET. TANK IS CONICAL SHAPED,
 LG0866'ALL SILVER WITH BLACK LETTERS CHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0868 ***********************************************************************
 LG0868  DESIGNATION -  CHESTER RESET
 LG0868  PID         -  LG0868
 LG0868  STATE/COUNTY-  NE/THAYER
 LG0868  USGS QUAD   -  CHESTER (1980)
 LG0868
 LG0868                         *CURRENT SURVEY CONTROL
 LG0868  ___________________________________________________________________
 LG0868* NAD 83(1995)-  40 00 07.81471(N)    097 36 23.09141(W)     ADJUSTED  
 LG0868* NAVD 88     -       498.     (meters)    1634.     (feet)  SCALED    
 LG0868  ___________________________________________________________________
 LG0868  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 LG0868  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 LG0868
 LG0868  HORZ ORDER  -  FIRST
 LG0868
 LG0868.The horizontal coordinates were established by classical geodetic methods
 LG0868.and adjusted by the National Geodetic Survey in August 1997..
 LG0868
 LG0868.The orthometric height was scaled from a topographic map.
 LG0868
 LG0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0868
 LG0868.The geoid height was determined by GEOID03.
 LG0868
 LG0868;                    North         East     Units Scale Factor Converg.
 LG0868;SPC NE       -    21,576.335   704,364.736   MT  0.99999902   +1 35 10.4
 LG0868;SPC KS N     -   185,343.917   433,610.072   MT  1.00004283   +0 14 56.5
 LG0868;UTM  14      - 4,428,928.178   618,954.353   MT  0.99977420   +0 53 45.3
 LG0868
 LG0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0868!SPC NE       -   0.99992602  x   0.99999902  =   0.99992504
 LG0868!SPC KS N     -   0.99992602  x   1.00004283  =   0.99996884
 LG0868!UTM  14      -   0.99992602  x   0.99977420  =   0.99970023
 LG0868
 LG0868:                Primary Azimuth Mark                     Grid Az
 LG0868:SPC NE       -  HEBRON MUNICIPAL STANDPIPE               005 05 54.3
 LG0868:SPC KS N     -  HEBRON MUNICIPAL STANDPIPE               006 26 08.2
 LG0868:UTM  14      -  HEBRON MUNICIPAL STANDPIPE               005 47 19.4
 LG0868
 LG0868|---------------------------------------------------------------------|
 LG0868| PID    Reference Object                     Distance      Geod. Az  |
 LG0868|                                                           dddmmss.s |
 LG0868| LG0861 HEBRON MUNICIPAL STANDPIPE          APPROX.18.8 KM 0064104.7 |
 LG0868| LG0835 HUBBEL MUNICIPAL TANK               APPROX. 9.1 KM 0823323.5 |
 LG0868| LG0869 CHESTER AZ MK 2                     APPROX. 0.7 KM 0914330.9 |
 LG0868| KF0835 NARKA MUNICIPAL STANDPIPE           APPROX.16.0 KM 1070246.0 |
 LG0868| CN8105 CHESTER RM 1                         38.804 METERS 12105     |
 LG0868| KF0918 MUNDEN MUNICIPAL TANK               APPROX.11.3 KM 1492807.9 |
 LG0868| CN8106 CHESTER RM 2                         23.211 METERS 20948     |
 LG0868| LG0881 BYRON MUNICIPAL TANK                APPROX.13.9 KM 2705141.8 |
 LG0868| CN8104 CHESTER AZ MK                                      2875708.9 |
 LG0868| LG0866 CHESTER MUNICIPAL TANK              APPROX. 1.5 KM 3115040.1 |
 LG0868| LG0867 CHESTER ST JOHNS LUTH CH SPIRE      APPROX. 1.7 KM 3133531.6 |
 LG0868|---------------------------------------------------------------------|
 LG0868
 LG0868                          SUPERSEDED SURVEY CONTROL
 LG0868
 LG0868  NAD 83(1986)-  40 00 07.81982(N)    097 36 23.09136(W) AD(       ) 1
 LG0868  NAD 27      -  40 00 07.78700(N)    097 36 21.94000(W) AD(       ) 1
 LG0868
 LG0868.Superseded values are not recommended for survey control.
 LG0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0868.See file dsdata.txt to determine how the superseded data were derived.
 LG0868
 LG0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1895428928(NAD 83)
 LG0868_MARKER: DS = TRIANGULATION STATION DISK
 LG0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0868
 LG0868  HISTORY     - Date     Condition        Report By
 LG0868  HISTORY     - 1947     MONUMENTED       CGS
 LG0868  HISTORY     - 1950     GOOD             CGS
 LG0868  HISTORY     - 1963     GOOD             CGS
 LG0868  HISTORY     - 1975     POOR             NGS
 LG0868
 LG0868                          STATION DESCRIPTION
 LG0868
 LG0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0868'THE STATION IS LOCATED ABOUT 0.75 MILE SOUTHEAST OF CHESTER, 34
 LG0868'FEET NORTH OF THE CENTER OF NEBRASKA-KANSAS STATE LINE ROAD,
 LG0868'2.5 FEET EAST OF A WITNESS POST, AND 0.5 FOOT SOUTH OF A FENCE
 LG0868'LINE.  IT PROJECTS 3 INCHES AND IS STAMPED CHESTER 1947.
 LG0868'
 LG0868'REFERENCE MARK NO. 1 IS 31 FEET SOUTH OF THE CENTER OF AN
 LG0868'EAST-WEST ROAD AND 1.0 FOOT WEST OF A TELEPHONE POLE.  IT PROJECTS
 LG0868'4 INCHES AND IS STAMPED CHESTER NO 1 1947.
 LG0868'
 LG0868'REFERENCE MARK NO. 2 IS 31 FEET SOUTH OF THE CENTER OF AN
 LG0868'EAST-WEST ROAD AND IS AT THE NORTH EDGE OF A CULTIVATED FIELD.
 LG0868'IT PROJECTS 5 INCHES AND IS STAMPED CHESTER NO 2 1947.
 LG0868'
 LG0868'AZIMUTH MARK IS 0.2 MILE SOUTH OF CHESTER, 71.5 FEET EAST OF
 LG0868'THE CENTER OF U.S. HIGHWAY NO. 81, 34 FEET SOUTH OF THE SOUTHWEST
 LG0868'CORNER OF THE PORT OF ENTRY BUILDING, AND 1.6 FEET SOUTH OF A
 LG0868'TELEPHONE POLE.  IT PROJECTS 2 INCHES AND IS STAMPED CHESTER 1947.
 LG0868'
 LG0868'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO SOUTH
 LG0868'ON U.S. HIGHWAY NO. 81 FOR 0.5 MILE TO NEBRASKA-KANSAS STATE
 LG0868'LINE ROAD, TURN LEFT, EAST, AND GO 0.6 MILE TO THE STATION
 LG0868'ON THE LEFT AS DESCRIBED.
 LG0868'
 LG0868'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN CHESTER, GO
 LG0868'SOUTH ON U.S. HIGHWAY NO. 81 FOR 0.2 MILE TO THE PORT OF
 LG0868'ENTRY ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 LG0868'
 LG0868'AN 87 FOOT SIGNAL AT BYRON IS VISIBLE AT 37 FEET.
 LG0868'
 LG0868'A 74 FOOT SIGNAL AT KUHLMAN IS VISIBLE AT 27 FEET.
 LG0868'
 LG0868'A 74 FOOT SIGNAL AT LOONTJER IS VISIBLE AT 50 FEET.
 LG0868'
 LG0868'A 74 FOOT SIGNAL AT WIEDEL IS VISIBLE AT 37 FEET.
 LG0868'
 LG0868'A 74 FOOT SIGNAL AT CORDING IS VISIBLE AT 37 FEET.
 LG0868'
 LG0868'A 74 FOOT SIGNAL AT GILEAD IS VISIBLE AT 37 FEET.
 LG0868'
 LG0868'A 4 FOOT SIGNAL AT WILLIAMS IS VISIBLE AT 37 FEET.
 LG0868'
 LG0868'A 74 FOOT SIGNAL AT MERIDIAN 1935 IS VISIBLE AT 37 FEET.
 LG0868'
 LG0868'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0868
 LG0868                          STATION RECOVERY (1950)
 LG0868
 LG0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LG0868'THE STATION, REFERENCE MARK NUMBER ONE, REFERENCE MARK NUMBER
 LG0868'TWO AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN EXCELLENT
 LG0868'CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS-
 LG0868'
 LG0868'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTHEAST OF CHESTER, 35
 LG0868'FEET NORTH FROM THE CENTER OF THE NEBRASKA-KANSAS STATE LINE
 LG0868'ROAD, 2-1/2 FEET EAST OF A WITNESS POST AND IS SET JUST SOUTH OF
 LG0868'THE FENCE LINE.  IT IS STAMPED CHESTER 1947 AND PROJECTS 1
 LG0868'INCH ABOVE THE SURFACE OF THE GROUND.
 LG0868'
 LG0868'REFERENCE MARK NO. 1 IS 30 FEET SOUTH FROM THE CENTER OF THE
 LG0868'ROAD AND 1-1/2 FEET WEST OF A TELEPHONE POLE.  IT IS STAMPED
 LG0868'CHESTER NO 1 1947 AND PROJECTS 3 INCHES.
 LG0868'
 LG0868'REFERENCE MARK NO. 2 IS 30 FEET SOUTH FROM THE CENTER OF THE ROAD.
 LG0868'IT IS STAMPED CHESTER NO 2 1947 AND PROJECTS 2 INCHES.
 LG0868'
 LG0868'THE DISTANCE BETWEEN REFERENCE MARKS NUMBER 1 AND 2 IS 146.8
 LG0868'FEET.
 LG0868'
 LG0868'THE AZIMUTH MARK IS LOCATED 71 FEET EAST FROM THE CENTER OF
 LG0868'U.S. HIGHWAY 81.  34 FEET SOUTH OF THE PORT OF ENTRY BUILDING
 LG0868'AND 1-1/2 FEET SOUTH OF A POWER LINE POLE.  IT IS STAMPED
 LG0868'CHESTER 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG0868'
 LG0868'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO SOUTH ON
 LG0868'U.S. HIGHWAY 81 FOR 0.3 MILE TO THE PORT OF ENTRY OFFICE AND THE
 LG0868'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE HIGHWAY FOR
 LG0868'0.2 MILE TO THE STATE LINE ROAD, TURN LEFT AND GO EAST FOR 0.6
 LG0868'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LG0868
 LG0868                          STATION RECOVERY (1963)
 LG0868
 LG0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0868'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0868'FOUND IN GOOD CONDITION, EXCEPT THAT THE DIRT HAS BEEN GRADED
 LG0868'AWAY FROM AROUND THE TOP OF THE STATION MARK AND IT PROJECTS
 LG0868'12 INCHES.  THE STATION MARK IS 1 FOOT EAST OF A NEW STEEL
 LG0868'WITNESS POST SIGN.  REFERENCE MARK NO. 1 IS 48 FEET EAST OF THE
 LG0868'EAST GATE POST IN THE SOUTH RIGHT-OF-WAY FENCE AND 1 FOOT SOUTH
 LG0868'OF A FENCE.  REFERENCE MARK NO. 2 IS 72 FEET WEST OF THE WEST
 LG0868'GATE POST AND 1 FOOT SOUTH OF A FENCE.  THE STATION IS LOCATED
 LG0868'0.4 MILE EAST OF A POINT WHERE NEW U.S. HIGHWAY 81 CROSSES
 LG0868'THE STATE LINE.
 LG0868
 LG0868                          STATION RECOVERY (1975)
 LG0868
 LG0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0868'THE SURFACE STATION MARK WAS FOUND EXPOSED AND TILTED OUT OF
 LG0868'POSITION, THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION
 LG0868'BUT WAS LOOSE IN THE GROUND DUE TO THE EXTREME DRY SOIL THIS
 LG0868'DATE.  REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE
 LG0868'AZIMUTH MARK WAS NOT FOUND AND IT IS BELIEVED THE MARK WAS DESTROYED
 LG0868'WHEN THE PORT OF ENTRY BUILDING WAS REMOVED AND THE AREA BLADED
 LG0868'DOWN.  NEW STATION MARKS WERE SET USING THE UNDERGROUND STATION
 LG0868'POINT, A NEW AZIMUTH MARK WAS ALSO SET THIS DATE.  THE DISTANCES
 LG0868'TO THE REFERENCE MARKS CHECKED THE PREVIOUS DISTANCES AND A SMALL
 LG0868'DIFFERENCE IN THE DIRECTION TO THE REFERENCE MARKS WAS
 LG0868'OBSERVED THIS DATE.  A NEW COMPLETE DESCRIPTION FOLLOWS--
 LG0868'
 LG0868'THE STATION IS LOCATED ABOUT 0.75 MILE SOUTHEAST OF CHESTER AND ON
 LG0868'THE NORTH SIDE OF THE NEBRASKA-KANSAS STATE LINE ROAD.
 LG0868'
 LG0868'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO SOUTH ON THE
 LG0868'MAIN STREET FOR 0.5 MILE TO A T-ROAD, TURN LEFT AND GO EAST ON A
 LG0868'GRAVELED ROAD FOR 0.3 MILE TO US HIGHWAY 81, CROSS THE HIGHWAY AND
 LG0868'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON
 LG0868'THE LEFT AND A FIELD APPROACH AND IRREGATION WELL ON THE RIGHT ABOUT
 LG0868'75 FEET EAST.
 LG0868'
 LG0868'THE STATION MARKS ARE STANDARD DISKS STAMPED CHESTER 1947 1975.  THE
 LG0868'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LG0868'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE IN A ROAD DITCH ON A
 LG0868'MOUND OF DIRT ABOUT 1 FOOT LOWER THAN THE ROAD BED.  IT IS 32 FEET
 LG0868'NORTH OF THE CENTER OF THE GRAVELED ROAD AND 1.5 FEET EAST OF A
 LG0868'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 LG0868'MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 LG0868'
 LG0868'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHESTER NO 1 1947, SET
 LG0868'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 LG0868'INCHES ON ITS SOUTH SIDE.  IT IS 33 FEET SOUTH OF THE CENTER OF THE
 LG0868'GRAVELED ROAD, 14 FEET EAST OF A POWER POLE WITH TRANSFORMER, 1.5
 LG0868'FEET WEST OF A METAL WITNESS POST AND NORTHEAST OF THE IRREGATION
 LG0868'WELL.
 LG0868'
 LG0868'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHESTER NO 2 1947, SET
 LG0868'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 LG0868'INCHES ON ITS NORTH SIDE.  IT IS 33 FEET SOUTH OF THE CENTER OF
 LG0868'THE GRAVELED ROAD 1.5 FEET WEST OF A METAL WITNESS POST AND ON THE
 LG0868'NORTH EDGE OF A FIELD.
 LG0868'
 LG0868'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED CHESTER
 LG0868'1947 AZ 2 1975, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 LG0868'WITH A PLATE BOLTED AT THE BOTTOM, ENCASED IN A 6-INCH TILE AND
 LG0868'FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET SOUTH OF THE CENTER
 LG0868'OF THE GRAVELED ROAD, 1 FOOT NORTH OF A METAL WITNESS POST IN AN
 LG0868'OLD FENCELINE AND NEAR THE WEST END OF THE OLD FENCELINE.
 LG0868'
 LG0868'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO EAST ON THE
 LG0868'GRAVELED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK 2 ON THE RIGHT.
 LG0868'
 LG0868'NOTE--THE FARMER THAT FARMS THE LAND AT THIS STATION WAS CONTACTED.
 LG0868'
 LG0868'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.0 MILE
 LG0868'SOUTHEAST OF CHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0867 ***********************************************************************
 LG0867  DESIGNATION -  CHESTER ST JOHNS LUTH CH SPIRE
 LG0867  PID         -  LG0867
 LG0867  STATE/COUNTY-  NE/THAYER
 LG0867  USGS QUAD   -  CHESTER (1980)
 LG0867
 LG0867                         *CURRENT SURVEY CONTROL
 LG0867  ___________________________________________________________________
 LG0867* NAD 83(1995)-  40 00 44.69934(N)    097 37 13.48136(W)     ADJUSTED  
 LG0867* NAVD 88     -                                                        
 LG0867  ___________________________________________________________________
 LG0867  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 LG0867  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 LG0867
 LG0867  HORZ ORDER  -  THIRD
 LG0867
 LG0867.The horizontal coordinates were established by classical geodetic methods
 LG0867.and adjusted by the National Geodetic Survey in August 1997..
 LG0867
 LG0867
 LG0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0867
 LG0867.The geoid height was determined by GEOID03.
 LG0867
 LG0867;                    North         East     Units Scale Factor Converg.
 LG0867;SPC NE       -    22,680.543   703,138.647   MT  0.99999441   +1 34 37.0
 LG0867;SPC KS N     -   186,476.486   432,410.025   MT  1.00004520   +0 14 24.6
 LG0867;UTM  14      - 4,430,046.822   617,741.925   MT  0.99977066   +0 53 13.6
 LG0867
 LG0867                          SUPERSEDED SURVEY CONTROL
 LG0867
 LG0867  NAD 83(1986)-  40 00 44.70437(N)    097 37 13.48085(W) AD(       ) 4
 LG0867  NAD 27      -  40 00 44.67300(N)    097 37 12.32800(W) AD(       ) 3
 LG0867
 LG0867.Superseded values are not recommended for survey control.
 LG0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0867.See file dsdata.txt to determine how the superseded data were derived.
 LG0867
 LG0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1774230047(NAD 83)
 LG0867_MARKER: 90 = CHURCH SPIRE
 LG0867
 LG0867  HISTORY     - Date     Condition        Report By
 LG0867  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0867  HISTORY     - 20050713 GOOD             USPSQD
 LG0867
 LG0867                          STATION DESCRIPTION
 LG0867
 LG0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0867'THE STATION IS LOCATED IN THE NORTH-WEST SECTION OF THE TOWN, 75
 LG0867'FEET WEST OF A NORTH-SOUTH STREET AND 75 FEET NORTH OF A EAST-WEST
 LG0867'STREET.  IT IS A RED BRICK BUILDING WITH THE SPIRE ON THE
 LG0867'SOUTH-EAST CORNER OF THE BUILDING.  IT IS ABOUT 75 FEET
 LG0867'HIGH WITH A CROSS AT THE TOP OF THE SPIRE.  THE POINT OBSERVED
 LG0867'UPON WAS THE CENTER OF THE CROSS.
 LG0867
 LG0867                          STATION RECOVERY (2005)
 LG0867
 LG0867'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0867'STATION FOUND GOOD. THE NORTH-SOUTH STREET REFERENCED IN THE 1947
 LG0867'DESCRIPTION IS CHURCH STREET, THE EAST-WEST STREET IS HEBRON STREET.
 LG0867'CHURCH IS IN THE NORTHWEST CORNER OF THE INTERSECTION, WEST OF CHURCH
 LG0867'STREET AND NORTH OF HEBRON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0689 ***********************************************************************
 NP0689  DESIGNATION -  CHEYENNE HURON AWY BCN 17
 NP0689  PID         -  NP0689
 NP0689  STATE/COUNTY-  NE/DAWES
 NP0689  USGS QUAD   -  CHADRON WEST (1980)
 NP0689
 NP0689                         *CURRENT SURVEY CONTROL
 NP0689  ___________________________________________________________________
 NP0689* NAD 83(1995)-  42 49 43.57886(N)    103 05 34.94601(W)     ADJUSTED  
 NP0689* NAVD 88     -                                                        
 NP0689  ___________________________________________________________________
 NP0689  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 NP0689  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 NP0689
 NP0689  HORZ ORDER  -  THIRD
 NP0689
 NP0689.This mark is at Chadron Municipal Airport (CDR)
 NP0689
 NP0689.The horizontal coordinates were established by classical geodetic methods
 NP0689.and adjusted by the National Geodetic Survey in January 1998..
 NP0689
 NP0689
 NP0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0689
 NP0689.The geoid height was determined by GEOID03.
 NP0689
 NP0689;                    North         East     Units Scale Factor Converg.
 NP0689;SPC NE       -   337,123.117   247,163.939   MT  0.99992597   -2 02 59.1
 NP0689;UTM  13      - 4,743,564.141   655,866.260   MT  0.99989889   +1 17 47.9
 NP0689
 NP0689                          SUPERSEDED SURVEY CONTROL
 NP0689
 NP0689  NAD 83(1995)-  42 49 43.57873(N)    103 05 34.94593(W) AD(       ) 4
 NP0689  NAD 83(1995)-  42 49 43.57770(N)    103 05 34.94640(W) AD(       ) 4
 NP0689  NAD 83(1986)-  42 49 43.56305(N)    103 05 34.93246(W) AD(       ) 4
 NP0689  NAD 27      -  42 49 43.64700(N)    103 05 33.26000(W) AD(       ) 3
 NP0689
 NP0689.Superseded values are not recommended for survey control.
 NP0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0689.See file dsdata.txt to determine how the superseded data were derived.
 NP0689
 NP0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5586643564(NAD 83)
 NP0689_MARKER: 22 = AIRWAY BEACON
 NP0689
 NP0689  HISTORY     - Date     Condition        Report By
 NP0689  HISTORY     - 1941     FIRST OBSERVED   CGS
 NP0689  HISTORY     - 1969     GOOD             CGS
 NP0689  HISTORY     - 1980     GOOD             NGS
 NP0689  HISTORY     - 19890615 GOOD             NGS
 NP0689
 NP0689                          STATION DESCRIPTION
 NP0689
 NP0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0689'THIS INTERSECTION STATION IS 4.8 MILES W OF CHADRON AT THE
 NP0689'MUNICIPAL AIRPORT AND 40 PACES N OF U.S. HIGHWAY 20.  IT IS
 NP0689'A STANDARD LANDING FIELD BEACON, IS ABOUT 35 FEET HIGH AND IS
 NP0689'PAINTED RED AND WHITE.
 NP0689'
 NP0689'THE POINT LOCATED WAS THE CENTER OF THE REVOLVING WHITE LIGHT.
 NP0689
 NP0689                          STATION RECOVERY (1969)
 NP0689
 NP0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DLW)
 NP0689'THE BEACON WAS RECOVERED AS DESCRIBED IN C AND GS SUPPLIMENT
 NP0689'DATED MARCH 1964.
 NP0689'
 NP0689'LOCATED ON THE CHADRON MUNICIPAL AIRPORT, A STANDARD REVOLVING
 NP0689'BEACON.  POINT OF OBSERVATION WAS THE SPINDLE OF THE REVOLVING
 NP0689'BEACON.
 NP0689'
 NP0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.8 MILES WEST
 NP0689
 NP0689                          STATION RECOVERY (1980)
 NP0689
 NP0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (MOC)
 NP0689'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NP0689'
 NP0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.8 MILES W OF
 NP0689'CHADRON.
 NP0689
 NP0689                          STATION RECOVERY (1989)
 NP0689
 NP0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NP0689'THE AIRPORT BEACON IS LOCATED AT THE CHADRON MUNI AIRPORT, WEST OF
 NP0689'CHADRON, NEB, ABOUT 850 FT (259.1 M) EAST OF THE TERMINAL BLDG., 120
 NP0689'FT (36.6 M) NORTH OF THE CENTERLINE OF THE ROAD LEADING TO THE
 NP0689'AIRPORT.  A STANDARD GREEN AND WHITE ROTATING BEACON, ATOP A RED AND
 NP0689'WHITE STEEL TOWER.  NOTE, THIS BEACON IS SAME AS TRIANGULATION
 NP0689'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0938 ***********************************************************************
 LG0938  DESIGNATION -  CHICAGO
 LG0938  PID         -  LG0938
 LG0938  STATE/COUNTY-  NE/FILLMORE
 LG0938  USGS QUAD   -  GRAFTON (1969)
 LG0938
 LG0938                         *CURRENT SURVEY CONTROL
 LG0938  ___________________________________________________________________
 LG0938* NAD 83(1995)-  40 37 56.52161(N)    097 39 50.12671(W)     ADJUSTED  
 LG0938* NAVD 88     -       514.     (meters)    1686.     (feet)  SCALED    
 LG0938  ___________________________________________________________________
 LG0938  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 LG0938  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 LG0938
 LG0938  HORZ ORDER  -  SECOND
 LG0938
 LG0938.The horizontal coordinates were established by classical geodetic methods
 LG0938.and adjusted by the National Geodetic Survey in August 1997..
 LG0938
 LG0938.The orthometric height was scaled from a topographic map.
 LG0938
 LG0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0938
 LG0938.The geoid height was determined by GEOID03.
 LG0938
 LG0938;                    North         East     Units Scale Factor Converg.
 LG0938;SPC NE       -    91,385.320   697,565.447   MT  0.99977382   +1 32 53.2
 LG0938;UTM  14      - 4,498,805.607   612,989.626   MT  0.99975714   +0 52 12.5
 LG0938
 LG0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0938!SPC NE       -   0.99992349  x   0.99977382  =   0.99969733
 LG0938!UTM  14      -   0.99992349  x   0.99975714  =   0.99968065
 LG0938
 LG0938|---------------------------------------------------------------------|
 LG0938| PID    Reference Object                     Distance      Geod. Az  |
 LG0938|                                                           dddmmss.s |
 LG0938| CN8108 CHICAGO RM 1                          9.638 METERS 06234     |
 LG0938| CN7920 F 15 RESET                                         0842649.6 |
 LG0938| CN8107 CHICAGO AZ MK                                      0852620.6 |
 LG0938| LG0926 FAIRMONT MUNICIPAL STANDPIPE        APPROX. 6.6 KM 0853732.9 |
 LG0938| LG0936 GENEVA ST JOSEPH CH STEEPLE         APPROX.13.2 KM 1570233.7 |
 LG0938| LG0935 GENEVA MUNICIPAL STANDPIPE          APPROX.12.8 KM 1573054.7 |
 LG0938| LG0933 GENEVA STATE TRAINING SCH TANK      APPROX.11.5 KM 1574828.4 |
 LG0938| CN8109 CHICAGO RM 2                          9.559 METERS 28716     |
 LG0938| LG0941 CHICAGO 2                             9.498 METERS 35432     |
 LG0938|---------------------------------------------------------------------|
 LG0938
 LG0938                          SUPERSEDED SURVEY CONTROL
 LG0938
 LG0938  NAD 83(1986)-  40 37 56.52880(N)    097 39 50.12825(W) AD(       ) 2
 LG0938  NAD 27      -  40 37 56.50700(N)    097 39 48.94500(W) AD(       ) 2
 LG0938
 LG0938.Superseded values are not recommended for survey control.
 LG0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0938.See file dsdata.txt to determine how the superseded data were derived.
 LG0938
 LG0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1299098806(NAD 83)
 LG0938_MARKER: DS = TRIANGULATION STATION DISK
 LG0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0938
 LG0938  HISTORY     - Date     Condition        Report By
 LG0938  HISTORY     - 1950     MONUMENTED       CGS
 LG0938  HISTORY     - 1963     GOOD             CGS
 LG0938  HISTORY     - 1970     GOOD             NGS
 LG0938
 LG0938                          STATION DESCRIPTION
 LG0938
 LG0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0938'THE STATION IS LOCATED ABOUT 3-3/4 MILES WEST OF FAIRMONT AND
 LG0938'2-3/4 MILES EAST OF GRAFTON, ON THE RIGHT-OF-WAY BETWEEN U.S.
 LG0938'HIGHWAY 6 AND THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS.
 LG0938'IT IS 88 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 51
 LG0938'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 52 FEET WEST
 LG0938'NORTHWEST OF A THREE FORKED LONE TREE, 14 FEET NORTH OF A CUT
 LG0938'BANK, 12 FEET SOUTH OF A TELEPHONE POLE AND 8 FEET SOUTH OF A
 LG0938'WHITE WITNESS POST.  THE MARK IS SET FLUSH WITH THE GROUND AND
 LG0938'THE DISK IS STAMPED CHICAGO 1950.
 LG0938'
 LG0938'REFERENCE MARK NO. 1 IS 76 FEET SOUTH OF THE SOUTH RAIL OF THE
 LG0938'RAILROAD TRACK, 63 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LG0938'32 FEET NORTHWEST OF A THREE FORKED LONE TREE AND 31 FEET EAST OF
 LG0938'A TELEPHONE POLE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 LG0938'DISK IS STAMPED CHICAGO NO 1 1950.
 LG0938'
 LG0938'REFERENCE MARK NO. 2 IS 77 FEET SOUTH OF THE SOUTH RAIL OF
 LG0938'THE RAILROAD TRACK, 62 FEET NORTH OF THE CENTERLINE OF THE
 LG0938'HIGHWAY, AND 27 FEET WEST OF A TELEPHONE POLE.  THE MARK
 LG0938'IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED CHICAGO
 LG0938'NO 2 1950.
 LG0938'
 LG0938'AZIMUTH MARK IS 90 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD
 LG0938'TRACK, 48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 44 FEET
 LG0938'SOUTHWEST OF THE TELEPHONE POLE AND 2.2 FEET WEST OF A WHITE
 LG0938'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 LG0938'IS STAMPED CHICAGO 1950.
 LG0938'
 LG0938'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF U.S. HIGHWAYS
 LG0938'6 AND 81 AT THE WEST EDGE OF FAIRMONT, GO WEST OF U.S. HIGHWAY
 LG0938'6 FOR 2.8 MILES TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LG0938'CONTINUE WEST ON U.S. HIGHWAY 6 FOR 0.8 MILE TO STATION ON
 LG0938'RIGHT AS DESCRIBED.
 LG0938'
 LG0938'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0938
 LG0938                          STATION RECOVERY (1963)
 LG0938
 LG0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0938'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0938'FOUND IN GOOD CONDITION.  STATION IS 52 FEET WEST-NORTHWEST
 LG0938'OF A THREE FORKED LONE TREE, AND 0.55 MILE WEST OF A CROSSROAD,
 LG0938'AND 1 FOOT NORTH OF A NEW STEEL POST WITH A SIGN.
 LG0938'
 LG0938'AZIMUTH MARK IS 44 FEET SOUTHWEST OF THE 9TH POLE TELEPHONE
 LG0938'EAST OF CROSSROADS OR THE 4TH TELEPHONE POLE WEST OF RAILROAD
 LG0938'SIGNAL 61162, 0.75 MILE EAST OF THE STATION MARK, 0.2 MILE
 LG0938'EAST OF CROSSROADS.
 LG0938
 LG0938                          STATION RECOVERY (1970)
 LG0938
 LG0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0938'THE STATION MARK, REFERENCE NO. 1, REFERENCE MARK NO. 2,
 LG0938'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL
 LG0938'MARKS WERE FOUND IN GOOD CONDITION.  ALL MARKS WERE IN THE
 LG0938'WAY OF ROAD CONSTRUCTION AND ALL MARKS WERE DESTROYED AT THE
 LG0938'REQUEST OF THE NEBRASKA STATE HIGHWAY DEPARTMENT.  THE DISTANCE
 LG0938'TO THE REFERENCE MARKS CHECKED BUT THE DIRECTION FAILED TO
 LG0938'CHECK TO THE REFERENCE MARKS.  THE DIRECTION TO REFERENCE
 LG0938'MARK NO. 1 FAILED TO CHECK BY - 5 MINUTES 14 SECONDS AND THE
 LG0938'DIRECTION TO REFERENCE MARK NO. 2 FAILED TO CHECK BY PLUS
 LG0938'4 MINUTES 18 SECONDS.  THE DIRECTION BETWEEN THE AZIMUTH
 LG0938'MARK AND THE FAIRMONT, MUNICIPAL STANDPIPE 1950 CHECKED.
 LG0938'
 LG0938'CHICAGO 2 1970 WAS ESTABLISHED NORTH-NORTHEAST OF THE OLD
 LG0938'STATION.
 LG0938'
 LG0938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-3/4 MILE
 LG0938'WEST OF FAIRMONT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0941 ***********************************************************************
 LG0941  DESIGNATION -  CHICAGO 2
 LG0941  PID         -  LG0941
 LG0941  STATE/COUNTY-  NE/FILLMORE
 LG0941  USGS QUAD   -  GRAFTON (1969)
 LG0941
 LG0941                         *CURRENT SURVEY CONTROL
 LG0941  ___________________________________________________________________
 LG0941* NAD 83(1995)-  40 37 56.82813(N)    097 39 50.16522(W)     ADJUSTED  
 LG0941* NAVD 88     -       514.     (meters)    1686.     (feet)  SCALED    
 LG0941  ___________________________________________________________________
 LG0941  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 LG0941  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 LG0941
 LG0941  HORZ ORDER  -  THIRD
 LG0941
 LG0941.The horizontal coordinates were established by classical geodetic methods
 LG0941.and adjusted by the National Geodetic Survey in August 1997..
 LG0941.No horizontal observational check was made to the station.
 LG0941
 LG0941.The orthometric height was scaled from a topographic map.
 LG0941
 LG0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0941
 LG0941.The geoid height was determined by GEOID03.
 LG0941
 LG0941;                    North         East     Units Scale Factor Converg.
 LG0941;SPC NE       -    91,394.745   697,564.288   MT  0.99977380   +1 32 53.2
 LG0941;UTM  14      - 4,498,815.045   612,988.577   MT  0.99975714   +0 52 12.5
 LG0941
 LG0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0941!SPC NE       -   0.99992349  x   0.99977380  =   0.99969731
 LG0941!UTM  14      -   0.99992349  x   0.99975714  =   0.99968065
 LG0941
 LG0941|---------------------------------------------------------------------|
 LG0941| PID    Reference Object                     Distance      Geod. Az  |
 LG0941|                                                           dddmmss.s |
 LG0941| CN8110 CHICAGO 2 RM 3                       11.592 METERS 08339     |
 LG0941| CN7920 F 15 RESET                                         0851712.4 |
 LG0941| LG0926 FAIRMONT MUNICIPAL STANDPIPE        APPROX. 6.6 KM 0854228.4 |
 LG0941| LG0938 CHICAGO                               9.498 METERS 17432     |
 LG0941| CN8109 CHICAGO RM 2                         10.547 METERS 23108     |
 LG0941| CN8111 CHICAGO 2 RM 4                       11.262 METERS 26844     |
 LG0941|---------------------------------------------------------------------|
 LG0941
 LG0941                          SUPERSEDED SURVEY CONTROL
 LG0941
 LG0941  NAD 83(1986)-  40 37 56.83531(N)    097 39 50.16676(W) AD(       ) 3
 LG0941  NAD 27      -  40 37 56.81349(N)    097 39 48.98352(W) AD(       ) 3
 LG0941
 LG0941.Superseded values are not recommended for survey control.
 LG0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0941.See file dsdata.txt to determine how the superseded data were derived.
 LG0941
 LG0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1298998815(NAD 83)
 LG0941_MARKER: DS = TRIANGULATION STATION DISK
 LG0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0941_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0941
 LG0941  HISTORY     - Date     Condition        Report By
 LG0941  HISTORY     - 1970     MONUMENTED       NGS
 LG0941
 LG0941                          STATION DESCRIPTION
 LG0941
 LG0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0941'THE STATION IS LOCATED ABOUT 3-3/4 MILES WEST OF FAIRMONT,
 LG0941'2-3/4 MILES EAST OF GRAFTON, AND ON THE RIGHT-OF-WAY BETWEEN
 LG0941'U.S. HIGHWAY 6 AND THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0941'TRACKS.
 LG0941'
 LG0941'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF U.S.
 LG0941'HIGHWAYS 6 AND 81 AT THE WEST EDGE OF FAIRMONT, GO WEST ON U.S.
 LG0941'HIGHWAY 6 FOR 3.2 MILES TO THE BENCH MARK F 15 RESET 1970
 LG0941'(AZIMUTH MARK) ON THE RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 6
 LG0941'FOR 0.4 MILE TO A CUT BANK AND THE STATION ON THE RIGHT.
 LG0941'
 LG0941'STATION MARKS ARE STANDARD DISKS STAMPED CHICAGO 2 1970.  THE
 LG0941'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LG0941'PROJECTS 1 INCH.  IT IS 81 FEET NORTH OF THE CENTER OF U.S.
 LG0941'HIGHWAY 6, 57 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS,
 LG0941'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK
 LG0941'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW
 LG0941'THE SURFACE OF THE GROUND.
 LG0941'
 LG0941'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CHICAGO 2 NO. 3
 LG0941'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LG0941'1 INCH.  IT IS 84 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 6 AND
 LG0941'56 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS.
 LG0941'
 LG0941'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CHICAGO 2 NO. 4
 LG0941'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LG0941'1 INCH.  IT IS 55 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 LG0941'TRACKS AND 83 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 6.
 LG0941'
 LG0941'AZIMUTH MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 LG0941'MARK DISK STAMPED F 15 RESET 1970, IS SET IN THE TOP OF A ROUND
 LG0941'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 85 FEET NORTH OF
 LG0941'THE CENTER OF U.S. HIGHWAY 6, 52 FEET SOUTH OF THE SOUTH RAIL OF
 LG0941'THE RAILROAD TRACKS, AND 1 FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1352 ***********************************************************************
 LG1352  DESIGNATION -  CHICAGO 2 RESET
 LG1352  PID         -  LG1352
 LG1352  STATE/COUNTY-  NE/FILLMORE
 LG1352  USGS QUAD   -  GRAFTON (1969)
 LG1352
 LG1352                         *CURRENT SURVEY CONTROL
 LG1352  ___________________________________________________________________
 LG1352* NAD 83(1986)-  40 37 57.     (N)    097 39 51.     (W)     SCALED    
 LG1352* NAVD 88     -       512.200  (meters)    1680.44   (feet)  ADJUSTED  
 LG1352  ___________________________________________________________________
 LG1352  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 LG1352  DYNAMIC HT  -         511.919 (meters)    1679.52  (feet)  COMP
 LG1352  MODELED GRAV-     980,061.7   (mgal)                       NAVD 88
 LG1352
 LG1352  VERT ORDER  -  FIRST     CLASS II
 LG1352
 LG1352.The horizontal coordinates were scaled from a topographic map and have
 LG1352.an estimated accuracy of +/- 6 seconds.
 LG1352
 LG1352.The orthometric height was determined by differential leveling
 LG1352.and adjusted by the National Geodetic Survey in May 1993..
 LG1352
 LG1352.The geoid height was determined by GEOID03.
 LG1352
 LG1352.The dynamic height is computed by dividing the NAVD 88
 LG1352.geopotential number by the normal gravity value computed on the
 LG1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1352.degrees latitude (g = 980.6199 gals.).
 LG1352
 LG1352.The modeled gravity was interpolated from observed gravity values.
 LG1352
 LG1352;                    North         East    Units  Estimated Accuracy
 LG1352;SPC NE       -    91,400.      697,550.      MT  (+/- 180 meters Scaled)
 LG1352
 LG1352                          SUPERSEDED SURVEY CONTROL
 LG1352
 LG1352.No superseded survey control is available for this station.
 LG1352
 LG1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK129988(NAD 83)
 LG1352_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1352_SP_SET: CONCRETE POST
 LG1352_STAMPING: CHICAGO 2 1970 1991
 LG1352_MARK LOGO: NGS   
 LG1352_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1352+STABILITY: SURFACE MOTION
 LG1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1352+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1991
 LG1352
 LG1352  HISTORY     - Date     Condition        Report By
 LG1352  HISTORY     - 1991     MONUMENTED       NGS
 LG1352  HISTORY     - 19911021 GOOD             NGS
 LG1352
 LG1352                          STATION DESCRIPTION
 LG1352
 LG1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1352'6.0 M (19.7 FT) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG1352'U.S. HIGHWAY 81 IN FAIRMONT, 24.5 M (80.4 FT) NORTH OF THE
 LG1352'CENTERLINE OF THE HIGHWAY, 17.4 M (57.1 FT) SOUTH OF THE NEAR RAIL OF
 LG1352'THE BURLINGTON NORTHERN RAILROAD, 5.9 M (19.4 FT) NORTH-NORTHEAST OF
 LG1352'A UTILITY POLE, 0.6 M (2.0 FT) EAST OF A WITNESS POST, AND THE
 LG1352'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0553 ***********************************************************************
 MN0553  DESIGNATION -  CHIP
 MN0553  PID         -  MN0553
 MN0553  STATE/COUNTY-  NE/CHEYENNE
 MN0553  USGS QUAD   -  EASTERLY AIRPORT (1972)
 MN0553
 MN0553                         *CURRENT SURVEY CONTROL
 MN0553  ___________________________________________________________________
 MN0553* NAD 83(1995)-  41 04 17.63475(N)    103 11 11.03428(W)     ADJUSTED  
 MN0553* NAVD 88     -      1373.     (meters)    4505.     (feet)  SCALED    
 MN0553  ___________________________________________________________________
 MN0553  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 MN0553  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 MN0553
 MN0553  HORZ ORDER  -  SECOND
 MN0553
 MN0553.The horizontal coordinates were established by classical geodetic methods
 MN0553.and adjusted by the National Geodetic Survey in August 1997..
 MN0553
 MN0553.The orthometric height was scaled from a topographic map.
 MN0553
 MN0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0553
 MN0553.The geoid height was determined by GEOID03.
 MN0553
 MN0553;                    North         East     Units Scale Factor Converg.
 MN0553;SPC NE       -   142,408.815   232,346.345   MT  0.99968714   -2 06 41.8
 MN0553;SPC CO N     -   500,347.066 1,108,835.937   MT  1.00005950   +1 29 41.6
 MN0553;SPC CO N     - 1,641,555.33  3,637,905.90   sFT  1.00005950   +1 29 41.6
 MN0553;UTM  13      - 4,548,286.126   652,365.103   MT  0.99988573   +1 11 30.4
 MN0553
 MN0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0553!SPC NE       -   0.99978779  x   0.99968714  =   0.99947500
 MN0553!SPC CO N     -   0.99978779  x   1.00005950  =   0.99984728
 MN0553!UTM  13      -   0.99978779  x   0.99988573  =   0.99967355
 MN0553
 MN0553|---------------------------------------------------------------------|
 MN0553| PID    Reference Object                     Distance      Geod. Az  |
 MN0553|                                                           dddmmss.s |
 MN0553| CP6813 CHIP RM 1                            14.823 METERS 02344     |
 MN0553| CP6814 CHIP RM 2                            14.517 METERS 11426     |
 MN0553| CP6812 CHIP AZ MK                                         2914639.3 |
 MN0553|---------------------------------------------------------------------|
 MN0553
 MN0553                          SUPERSEDED SURVEY CONTROL
 MN0553
 MN0553  NAD 83(1995)-  41 04 17.63336(N)    103 11 11.03450(W) AD(       ) 2
 MN0553  NAD 83(1995)-  41 04 17.62670(N)    103 11 11.03520(W) AD(       ) 2
 MN0553  NAD 83(1986)-  41 04 17.62619(N)    103 11 11.03486(W) AD(       ) 2
 MN0553  NAD 27      -  41 04 17.68280(N)    103 11 09.29770(W) AD(       ) 2
 MN0553
 MN0553.Superseded values are not recommended for survey control.
 MN0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0553.See file dsdata.txt to determine how the superseded data were derived.
 MN0553
 MN0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5236548286(NAD 83)
 MN0553_MARKER: DS = TRIANGULATION STATION DISK
 MN0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0553_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0553
 MN0553  HISTORY     - Date     Condition        Report By
 MN0553  HISTORY     - 1963     MONUMENTED       CGS
 MN0553
 MN0553                          STATION DESCRIPTION
 MN0553
 MN0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0553'THE STATION IS LOCATED ON THE TOP OF A GRASS COVERED BLUFF
 MN0553'OVERLOOKING SIDNEY DRAW TO THE NORTH AND ON LAND OWNED BY MR.
 MN0553'FRANK KLENTZ JR., ABOUT 12-1/2 MILES SOUTHWEST OF SIDNEY, 12-1/2
 MN0553'MILES SOUTHEAST OF POTTER AND 5 MILES NORTH OF THE
 MN0553'COLORADO-NEBRASKA STATE BOUNDARY.
 MN0553'
 MN0553'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, DRIVE WEST
 MN0553'AND NORTHWEST ON U.S. HIGHWAY 30 FOR 9.0 MILES TO THE JUNCTION OF
 MN0553'STATE SPUR 231.  CONTINUE WEST ON U.S. HIGHWAY 30 FOR 5.8 MILES
 MN0553'TO A CROSSROAD.  TURN LEFT AND DRIVE SOUTH ON A GRAVELED ROAD
 MN0553'FOR 8.3 MILES TO A CROSSROAD.  TURN LEFT AND DRIVE EAST ON A
 MN0553'GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 MN0553'AND DRIVE SOUTH ON A DIRT ROAD, PASSING TO THE LEFT OF A BAD
 MN0553'BRIDGE, FOR 1.0 MILE TO A WIRE GATE AND THE AZIMUTH MARK ON
 MN0553'THE EAST SIDE OF THE ROAD.  TURN LEFT, PASS THROUGH THE WIRE
 MN0553'GATE, AND DRIVE SOUTHEAST ON A TRACK ROAD FOR 0.9 MILE TO A
 MN0553'WINDMILL.  CONTINUE SOUTHEAST AND SOUTH UP A DRAW FOR 0.3 MILE
 MN0553'TO THE TOP OF A MESA.  CONTINUE SOUTH FOR 0.05 MILE, THENCE
 MN0553'TURN LEFT AND DRIVE EAST FOR 0.3 MILE TO A NORTH-SOUTH FENCE.
 MN0553'TURN LEFT AND DRIVE NORTH ALONG THE WEST SIDE OF THE
 MN0553'NORTH-SOUTH FENCE FOR 0.45 MILE TO A FENCE CORNER.  BEAR
 MN0553'RIGHT AND FOLLOW THE FENCE NORTHEAST FOR 0.05 MILE TO A
 MN0553'FENCE CORNER.  TURN LEFT AND DRIVE NORTH FOR 0.05 MILE TO THE
 MN0553'STATION ON THE HIGHEST POINT OF THE BLUFF.
 MN0553'
 MN0553'THE STATION MARK IS A STANDARD DISK, STAMPED CHIP 1963, SET IN
 MN0553'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 MN0553'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 MN0553'ABOUT 75 YARDS SOUTH OF THE EDGE OF A BLUFF.
 MN0553'
 MN0553'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHIP NO 1 1963, SET
 MN0553'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0553'IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 MN0553'
 MN0553'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHIP NO 2 1963, SET
 MN0553'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0553'IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 MN0553'
 MN0553'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHIP 1963, SET IN
 MN0553'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0553'IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 MN0553'IS 5 FEET EAST-SOUTHEAST OF A FENCE CORNER POST, 1.5 FEET EAST
 MN0553'OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 0.7 FOOT SOUTH
 MN0553'OF AN EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0181 ***********************************************************************
 LG0181  DESIGNATION -  CHISELED CROSS
 LG0181  PID         -  LG0181
 LG0181  STATE/COUNTY-  NE/JOHNSON
 LG0181  USGS QUAD   -  TECUMSEH (1965)
 LG0181
 LG0181                         *CURRENT SURVEY CONTROL
 LG0181  ___________________________________________________________________
 LG0181* NAD 83(1986)-  40 21 56.     (N)    096 11 46.     (W)     SCALED    
 LG0181* NAVD 88     -       341.522  (meters)    1120.48   (feet)  ADJUSTED  
 LG0181  ___________________________________________________________________
 LG0181  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 LG0181  DYNAMIC HT  -         341.339 (meters)    1119.88  (feet)  COMP
 LG0181  MODELED GRAV-     980,079.0   (mgal)                       NAVD 88
 LG0181
 LG0181  VERT ORDER  -  SECOND    CLASS 0
 LG0181
 LG0181.The horizontal coordinates were scaled from a topographic map and have
 LG0181.an estimated accuracy of +/- 6 seconds.
 LG0181
 LG0181.The orthometric height was determined by differential leveling
 LG0181.and adjusted by the National Geodetic Survey in June 1991..
 LG0181
 LG0181.The geoid height was determined by GEOID03.
 LG0181
 LG0181.The dynamic height is computed by dividing the NAVD 88
 LG0181.geopotential number by the normal gravity value computed on the
 LG0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0181.degrees latitude (g = 980.6199 gals.).
 LG0181
 LG0181.The modeled gravity was interpolated from observed gravity values.
 LG0181
 LG0181;                    North         East    Units  Estimated Accuracy
 LG0181;SPC NE       -    66,200.      822,940.      MT  (+/- 180 meters Scaled)
 LG0181
 LG0181                          SUPERSEDED SURVEY CONTROL
 LG0181
 LG0181  NGVD 29 (??/??/92)  341.432  (m)         1120.18   (f) ADJ UNCH    2 0
 LG0181
 LG0181.Superseded values are not recommended for survey control.
 LG0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0181.See file dsdata.txt to determine how the superseded data were derived.
 LG0181
 LG0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK380721(NAD 83)
 LG0181_MARKER: X = CHISELED CROSS
 LG0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0181_SP_SET: VERTICAL RAIL
 LG0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0181
 LG0181  HISTORY     - Date     Condition        Report By
 LG0181  HISTORY     - UNK      MONUMENTED       CBQRR
 LG0181  HISTORY     - 1961     GOOD             NGS
 LG0181
 LG0181                          STATION DESCRIPTION
 LG0181
 LG0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0181'AT TECUMSEH.
 LG0181'100 FEET WEST OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0181'STATION, AT A STREET CROSSING, AND 100 FEET NORTH OF THE CENTERLINE
 LG0181'OF THE MAIN TRACK.  A CHISELED CROSS ON THE TOP OF A VERTICAL
 LG0181'RAIL.  NOTE-- NOT LEVELED OVER IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0594 ***********************************************************************
 LF0594  DESIGNATION -  CHISELED CROSS
 LF0594  PID         -  LF0594
 LF0594  STATE/COUNTY-  NE/RICHARDSON
 LF0594  USGS QUAD   -  FALLS CITY (1984)
 LF0594
 LF0594                         *CURRENT SURVEY CONTROL
 LF0594  ___________________________________________________________________
 LF0594* NAD 83(1986)-  40 02 02.     (N)    095 32 36.     (W)     SCALED    
 LF0594* NAVD 88     -       270.036  (meters)     885.94   (feet)  ADJUSTED  
 LF0594  ___________________________________________________________________
 LF0594  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LF0594  DYNAMIC HT  -         269.884 (meters)     885.44  (feet)  COMP
 LF0594  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 LF0594
 LF0594  VERT ORDER  -  SECOND    CLASS 0
 LF0594
 LF0594.The horizontal coordinates were scaled from a topographic map and have
 LF0594.an estimated accuracy of +/- 6 seconds.
 LF0594
 LF0594.The orthometric height was determined by differential leveling
 LF0594.and adjusted by the National Geodetic Survey in June 1991..
 LF0594
 LF0594.The geoid height was determined by GEOID03.
 LF0594
 LF0594.The dynamic height is computed by dividing the NAVD 88
 LF0594.geopotential number by the normal gravity value computed on the
 LF0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0594.degrees latitude (g = 980.6199 gals.).
 LF0594
 LF0594.The modeled gravity was interpolated from observed gravity values.
 LF0594
 LF0594;                    North         East    Units  Estimated Accuracy
 LF0594;SPC NE       -    32,070.      880,210.      MT  (+/- 180 meters Scaled)
 LF0594
 LF0594                          SUPERSEDED SURVEY CONTROL
 LF0594
 LF0594  NGVD 29 (??/??/92)  269.962  (m)          885.70   (f) ADJ UNCH    2 0
 LF0594
 LF0594.Superseded values are not recommended for survey control.
 LF0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0594.See file dsdata.txt to determine how the superseded data were derived.
 LF0594
 LF0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE829346(NAD 83)
 LF0594_MARKER: X = CHISELED CROSS
 LF0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0594_SP_SET: BRIDGE
 LF0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0594
 LF0594  HISTORY     - Date     Condition        Report By
 LF0594  HISTORY     - UNK      MONUMENTED       CGS
 LF0594  HISTORY     - 1934     GOOD             NGS
 LF0594
 LF0594                          STATION DESCRIPTION
 LF0594
 LF0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LF0594'3.7 MI E FROM FALLS CITY.
 LF0594'3.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0594'FROM THE STATION AT FALLS CITY, AT THE WEST END OF A
 LF0594'PLATE-GIRDER BRIDGE OVER GREAT NEMAHA RIVER, AND ON THE TOP OF
 LF0594'THE SOUTH END OF THE CONCRETE ABUTMENT.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0304 ***********************************************************************
 LH0304  DESIGNATION -  CHISELED CROSS
 LH0304  PID         -  LH0304
 LH0304  STATE/COUNTY-  NE/WEBSTER
 LH0304  USGS QUAD   -  BLUE HILL (1969)
 LH0304
 LH0304                         *CURRENT SURVEY CONTROL
 LH0304  ___________________________________________________________________
 LH0304* NAD 83(1986)-  40 17 33.     (N)    098 23 31.     (W)     SCALED    
 LH0304* NAVD 88     -       597.505  (meters)    1960.31   (feet)  ADJUSTED  
 LH0304  ___________________________________________________________________
 LH0304  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 LH0304  DYNAMIC HT  -         597.144 (meters)    1959.13  (feet)  COMP
 LH0304  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 LH0304
 LH0304  VERT ORDER  -  SECOND    CLASS 0
 LH0304
 LH0304.The horizontal coordinates were scaled from a topographic map and have
 LH0304.an estimated accuracy of +/- 6 seconds.
 LH0304
 LH0304.The orthometric height was determined by differential leveling
 LH0304.and adjusted by the National Geodetic Survey in June 1991..
 LH0304
 LH0304.The geoid height was determined by GEOID03.
 LH0304
 LH0304.The dynamic height is computed by dividing the NAVD 88
 LH0304.geopotential number by the normal gravity value computed on the
 LH0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0304.degrees latitude (g = 980.6199 gals.).
 LH0304
 LH0304.The modeled gravity was interpolated from observed gravity values.
 LH0304
 LH0304;                    North         East    Units  Estimated Accuracy
 LH0304;SPC NE       -    52,250.      636,710.      MT  (+/- 180 meters Scaled)
 LH0304
 LH0304                          SUPERSEDED SURVEY CONTROL
 LH0304
 LH0304  NGVD 29 (??/??/92)  597.270  (m)         1959.54   (f) ADJ UNCH    2 0
 LH0304
 LH0304.Superseded values are not recommended for survey control.
 LH0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0304.See file dsdata.txt to determine how the superseded data were derived.
 LH0304
 LH0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK516604(NAD 83)
 LH0304_MARKER: X = CHISELED CROSS
 LH0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0304_SP_SET: STEEL CROSSBEAM
 LH0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0304
 LH0304  HISTORY     - Date     Condition        Report By
 LH0304  HISTORY     - UNK      MONUMENTED       CGS
 LH0304  HISTORY     - 1934     GOOD             NGS
 LH0304
 LH0304                          STATION DESCRIPTION
 LH0304
 LH0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0304'4.5 MI E FROM BLUE HILL.
 LH0304'4.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0304'FROM THE STATION AT BLUE HILL, WEBSTER COUNTY, AT THE WEST END
 LH0304'OF BRIDGE 82.35, BETWEEN THE TRACKS, AND ON THE TOP OF A STEEL
 LH0304'CROSSBEAM.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0282 ***********************************************************************
 LG0282  DESIGNATION -  CHISELED CROSS FILLEY
 LG0282  PID         -  LG0282
 LG0282  STATE/COUNTY-  NE/GAGE
 LG0282  USGS QUAD   -  WYMORE NE (1970)
 LG0282
 LG0282                         *CURRENT SURVEY CONTROL
 LG0282  ___________________________________________________________________
 LG0282* NAD 83(1986)-  40 14 54.     (N)    096 36 29.     (W)     SCALED    
 LG0282* NAVD 88     -       401.486  (meters)    1317.21   (feet)  ADJUSTED  
 LG0282  ___________________________________________________________________
 LG0282  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 LG0282  DYNAMIC HT  -         401.274 (meters)    1316.51  (feet)  COMP
 LG0282  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 LG0282
 LG0282  VERT ORDER  -  SECOND    CLASS 0
 LG0282
 LG0282.The horizontal coordinates were scaled from a topographic map and have
 LG0282.an estimated accuracy of +/- 6 seconds.
 LG0282
 LG0282.The orthometric height was determined by differential leveling
 LG0282.and adjusted by the National Geodetic Survey in June 1991..
 LG0282
 LG0282.The geoid height was determined by GEOID03.
 LG0282
 LG0282.The dynamic height is computed by dividing the NAVD 88
 LG0282.geopotential number by the normal gravity value computed on the
 LG0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0282.degrees latitude (g = 980.6199 gals.).
 LG0282
 LG0282.The modeled gravity was interpolated from observed gravity values.
 LG0282
 LG0282;                    North         East    Units  Estimated Accuracy
 LG0282;SPC NE       -    51,740.      788,500.      MT  (+/- 180 meters Scaled)
 LG0282
 LG0282                          SUPERSEDED SURVEY CONTROL
 LG0282
 LG0282  NGVD 29 (??/??/92)  401.381  (m)         1316.86   (f) ADJ UNCH    2 0
 LG0282
 LG0282.Superseded values are not recommended for survey control.
 LG0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0282.See file dsdata.txt to determine how the superseded data were derived.
 LG0282
 LG0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK034580(NAD 83)
 LG0282_MARKER: X = CHISELED CROSS
 LG0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0282_SP_SET: BRIDGE
 LG0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0282
 LG0282  HISTORY     - Date     Condition        Report By
 LG0282  HISTORY     - UNK      MONUMENTED       CGS
 LG0282  HISTORY     - 1934     GOOD             NGS
 LG0282
 LG0282                          STATION DESCRIPTION
 LG0282
 LG0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LG0282'4.9 MI W FROM FILLEY.
 LG0282'4.9 MILES WEST ALONG THE ABANDONED CHICAGO, BURLINGTON AND QUINCY
 LG0282'RAILROAD FROM THE STATION AT FILLEY, GAGE COUNTY, 100 YARDS
 LG0282'EAST OF A ROAD CROSSING, AND ON THE SOUTHWEST CORNER OF A BRIDGE
 LG0282'WING WALL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0271 ***********************************************************************
 LH0271  DESIGNATION -  CHISELED SQ 2
 LH0271  PID         -  LH0271
 LH0271  STATE/COUNTY-  NE/WEBSTER
 LH0271  USGS QUAD   -  BLUE HILL (1969)
 LH0271
 LH0271                         *CURRENT SURVEY CONTROL
 LH0271  ___________________________________________________________________
 LH0271* NAD 83(1986)-  40 19 58.     (N)    098 27 01.     (W)     SCALED    
 LH0271* NAVD 88     -       601.511  (meters)    1973.46   (feet)  ADJUSTED  
 LH0271  ___________________________________________________________________
 LH0271  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 LH0271  DYNAMIC HT  -         601.155 (meters)    1972.29  (feet)  COMP
 LH0271  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 LH0271
 LH0271  VERT ORDER  -  FIRST     CLASS II
 LH0271
 LH0271.The horizontal coordinates were scaled from a topographic map and have
 LH0271.an estimated accuracy of +/- 6 seconds.
 LH0271
 LH0271.The orthometric height was determined by differential leveling
 LH0271.and adjusted by the National Geodetic Survey in June 1991..
 LH0271
 LH0271.The geoid height was determined by GEOID03.
 LH0271
 LH0271.The dynamic height is computed by dividing the NAVD 88
 LH0271.geopotential number by the normal gravity value computed on the
 LH0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0271.degrees latitude (g = 980.6199 gals.).
 LH0271
 LH0271.The modeled gravity was interpolated from observed gravity values.
 LH0271
 LH0271;                    North         East    Units  Estimated Accuracy
 LH0271;SPC NE       -    56,640.      631,670.      MT  (+/- 180 meters Scaled)
 LH0271
 LH0271                          SUPERSEDED SURVEY CONTROL
 LH0271
 LH0271  NGVD 29 (??/??/92)  601.283  (m)         1972.71   (f) ADJ UNCH    1 2
 LH0271
 LH0271.Superseded values are not recommended for survey control.
 LH0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0271.See file dsdata.txt to determine how the superseded data were derived.
 LH0271
 LH0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK466648(NAD 83)
 LH0271_MARKER: Q = CHISELED SQUARE
 LH0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0271_SP_SET: CONCRETE FOUNDATION
 LH0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0271
 LH0271  HISTORY     - Date     Condition        Report By
 LH0271  HISTORY     - UNK      MONUMENTED       CGS
 LH0271  HISTORY     - 1947     GOOD             NGS
 LH0271  HISTORY     - 1981     POOR             NGS
 LH0271
 LH0271                          STATION DESCRIPTION
 LH0271
 LH0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0271'AT BLUE HILL.
 LH0271'AT BLUE HILL, 152.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LH0271'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, AT THE CITY
 LH0271'WATER TANK, ON TOP OF THE WEST SIDE OF THE CONCRETE BASE, ON THE
 LH0271'TOP PIER, 3.6 FEET NORTHEAST OF U.S.C. AND G. SURVEY BENCH MARK
 LH0271'Q 167 AND 1.0 FOOT HIGHER, 0.9 FOOT EAST OF THE WEST EDGE OF THE
 LH0271'UPPER PIER, A CHISELED SQUARE IN A CONCRETE FOUNDATION.
 LH0271
 LH0271                          STATION RECOVERY (1981)
 LH0271
 LH0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0271'THE OLD SQUARE IS BARELY DISCERNABLE AND THE OLD CONCRETE BASE IS
 LH0271'CRACKED IN MANY PLACES, THE MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0527 ***********************************************************************
 ML0527  DESIGNATION -  CHISELED SQUARE
 ML0527  PID         -  ML0527
 ML0527  STATE/COUNTY-  NE/GARFIELD
 ML0527  USGS QUAD   -  GABLES SW (1985)
 ML0527
 ML0527                         *CURRENT SURVEY CONTROL
 ML0527  ___________________________________________________________________
 ML0527* NAD 83(1986)-  41 47 01.     (N)    098 53 41.     (W)     SCALED    
 ML0527* NAVD 88     -       680.472  (meters)    2232.52   (feet)  ADJUSTED  
 ML0527  ___________________________________________________________________
 ML0527  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 ML0527  DYNAMIC HT  -         680.139 (meters)    2231.42  (feet)  COMP
 ML0527  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 ML0527
 ML0527  VERT ORDER  -  SECOND    CLASS 0
 ML0527
 ML0527.The horizontal coordinates were scaled from a topographic map and have
 ML0527.an estimated accuracy of +/- 6 seconds.
 ML0527
 ML0527.The orthometric height was determined by differential leveling
 ML0527.and adjusted by the National Geodetic Survey in June 1991..
 ML0527
 ML0527.The geoid height was determined by GEOID03.
 ML0527
 ML0527.The dynamic height is computed by dividing the NAVD 88
 ML0527.geopotential number by the normal gravity value computed on the
 ML0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0527.degrees latitude (g = 980.6199 gals.).
 ML0527
 ML0527.The modeled gravity was interpolated from observed gravity values.
 ML0527
 ML0527;                    North         East    Units  Estimated Accuracy
 ML0527;SPC NE       -   217,120.      591,850.      MT  (+/- 180 meters Scaled)
 ML0527
 ML0527                          SUPERSEDED SURVEY CONTROL
 ML0527
 ML0527  NGVD 29 (??/??/92)  680.210  (m)         2231.66   (f) ADJ UNCH    2 0
 ML0527
 ML0527.Superseded values are not recommended for survey control.
 ML0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0527.See file dsdata.txt to determine how the superseded data were derived.
 ML0527
 ML0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM087257(NAD 83)
 ML0527_MARKER: DB = BENCH MARK DISK
 ML0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0527_SP_SET: CULVERT
 ML0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0527
 ML0527  HISTORY     - Date     Condition        Report By
 ML0527  HISTORY     - UNK      MONUMENTED       CGS
 ML0527  HISTORY     - 1938     GOOD             NGS
 ML0527
 ML0527                          STATION DESCRIPTION
 ML0527
 ML0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0527'13 MI E FROM BURWELL.
 ML0527'13 MILES EAST OF THE COURT-HOUSE ALONG STATE HIGHWAY NO. 53
 ML0527'BETWEEN BURWELL AND BARTLETT, AT THE INTERSECTION OF A CROSS-ROAD,
 ML0527'IN THE TOP OF THE CONCRETE HEADWALL ON THE WEST END OF A
 ML0527'CORRUGATED STEEL CULVERT, 400 FEET WEST OF E. HALLOCKS RESIDENCE,
 ML0527'40 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2.0 FEET SOUTH OF
 ML0527'THE NORTH END OF THE HEADWALL, 2.6 FEET NORTH OF THE SOUTH END
 ML0527'OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0022 ***********************************************************************
 LJ0022  DESIGNATION -  CHISELED SQUARE
 LJ0022  PID         -  LJ0022
 LJ0022  STATE/COUNTY-  NE/LINCOLN
 LJ0022  USGS QUAD   -  FARNAM (1970)
 LJ0022
 LJ0022                         *CURRENT SURVEY CONTROL
 LJ0022  ___________________________________________________________________
 LJ0022* NAD 83(1986)-  40 42 04.     (N)    100 14 33.     (W)     SCALED    
 LJ0022* NAVD 88     -       847.083  (meters)    2779.14   (feet)  ADJUSTED  
 LJ0022  ___________________________________________________________________
 LJ0022  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 LJ0022  DYNAMIC HT  -         846.553 (meters)    2777.40  (feet)  COMP
 LJ0022  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 LJ0022
 LJ0022  VERT ORDER  -  SECOND    CLASS 0
 LJ0022
 LJ0022.The horizontal coordinates were scaled from a topographic map and have
 LJ0022.an estimated accuracy of +/- 6 seconds.
 LJ0022
 LJ0022.The orthometric height was determined by differential leveling
 LJ0022.and adjusted by the National Geodetic Survey in June 1991..
 LJ0022
 LJ0022.The geoid height was determined by GEOID03.
 LJ0022
 LJ0022.The dynamic height is computed by dividing the NAVD 88
 LJ0022.geopotential number by the normal gravity value computed on the
 LJ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0022.degrees latitude (g = 980.6199 gals.).
 LJ0022
 LJ0022.The modeled gravity was interpolated from observed gravity values.
 LJ0022
 LJ0022;                    North         East    Units  Estimated Accuracy
 LJ0022;SPC NE       -    96,380.      479,510.      MT  (+/- 180 meters Scaled)
 LJ0022
 LJ0022                          SUPERSEDED SURVEY CONTROL
 LJ0022
 LJ0022  NGVD 29 (??/??/92)  846.746  (m)         2778.03   (f) ADJ UNCH    2 0
 LJ0022
 LJ0022.Superseded values are not recommended for survey control.
 LJ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0022.See file dsdata.txt to determine how the superseded data were derived.
 LJ0022
 LJ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL950063(NAD 83)
 LJ0022_MARKER: Q = CHISELED SQUARE
 LJ0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0022_SP_SET: CULVERT
 LJ0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0022
 LJ0022  HISTORY     - Date     Condition        Report By
 LJ0022  HISTORY     - UNK      MONUMENTED       CGS
 LJ0022  HISTORY     - 1950     GOOD             NGS
 LJ0022
 LJ0022                          STATION DESCRIPTION
 LJ0022
 LJ0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LJ0022'1.5 MI W FROM FARNAM.
 LJ0022'IN LINCOLN COUNTY, 1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LJ0022'AND QUINCY RAILROAD FROM THE STATION AT FARNAM, DAWSON COUNTY,
 LJ0022'14 POLES WEST OF MILEPOST 51, AT A ROAD CROSSING, 9 FEET NORTH
 LJ0022'OF THE CENTERLINE OF THE TRACK, 9 FEET WEST OF THE CENTERLINE
 LJ0022'OF A HIGHWAY, AND ON THE WEST END OF THE CONCRETE HEADWALL OF
 LJ0022'A HIGHWAY CULVERT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0217 ***********************************************************************
 LG0217  DESIGNATION -  CHISELED SQUARE
 LG0217  PID         -  LG0217
 LG0217  STATE/COUNTY-  NE/PAWNEE
 LG0217  USGS QUAD   -  TABLE ROCK (1965)
 LG0217
 LG0217                         *CURRENT SURVEY CONTROL
 LG0217  ___________________________________________________________________
 LG0217* NAD 83(1986)-  40 13 56.     (N)    096 05 50.     (W)     SCALED    
 LG0217* NAVD 88     -       323.657  (meters)    1061.86   (feet)  ADJUSTED  
 LG0217  ___________________________________________________________________
 LG0217  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 LG0217  DYNAMIC HT  -         323.482 (meters)    1061.29  (feet)  COMP
 LG0217  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 LG0217
 LG0217  VERT ORDER  -  SECOND    CLASS 0
 LG0217
 LG0217.The horizontal coordinates were scaled from a topographic map and have
 LG0217.an estimated accuracy of +/- 6 seconds.
 LG0217
 LG0217.The orthometric height was determined by differential leveling
 LG0217.and adjusted by the National Geodetic Survey in June 1991..
 LG0217
 LG0217.The geoid height was determined by GEOID03.
 LG0217
 LG0217.The dynamic height is computed by dividing the NAVD 88
 LG0217.geopotential number by the normal gravity value computed on the
 LG0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0217.degrees latitude (g = 980.6199 gals.).
 LG0217
 LG0217.The modeled gravity was interpolated from observed gravity values.
 LG0217
 LG0217;                    North         East    Units  Estimated Accuracy
 LG0217;SPC NE       -    51,790.      832,000.      MT  (+/- 180 meters Scaled)
 LG0217
 LG0217                          SUPERSEDED SURVEY CONTROL
 LG0217
 LG0217  NGVD 29 (??/??/92)  323.570  (m)         1061.58   (f) ADJ UNCH    2 0
 LG0217
 LG0217.Superseded values are not recommended for survey control.
 LG0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0217.See file dsdata.txt to determine how the superseded data were derived.
 LG0217
 LG0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK469575(NAD 83)
 LG0217_MARKER: Q = CHISELED SQUARE
 LG0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0217_SP_SET: BRIDGE
 LG0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0217
 LG0217  HISTORY     - Date     Condition        Report By
 LG0217  HISTORY     - UNK      MONUMENTED       CGS
 LG0217  HISTORY     - 1934     GOOD             NGS
 LG0217
 LG0217                          STATION DESCRIPTION
 LG0217
 LG0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LG0217'4.3 MI SE FROM ELK CREEK.
 LG0217'CHISELED SQUARE-- IN PAWNEE COUNTY, 4.3 MILES SOUTHEAST ALONG THE
 LG0217'CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE CITY WATER TOWER
 LG0217'AT ELK CREEK, JOHNSON COUNTY, AT BRIDGE 4.06, AND ON THE NORTHEAST
 LG0217'WING WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0605 ***********************************************************************
 LG0605  DESIGNATION -  CHISELED SQUARE
 LG0605  PID         -  LG0605
 LG0605  STATE/COUNTY-  NE/THAYER
 LG0605  USGS QUAD   -  BRUNING (1960)
 LG0605
 LG0605                         *CURRENT SURVEY CONTROL
 LG0605  ___________________________________________________________________
 LG0605* NAD 83(1986)-  40 15 09.     (N)    097 33 25.     (W)     SCALED    
 LG0605* NAVD 88     -       456.072  (meters)    1496.30   (feet)  ADJUSTED  
 LG0605  ___________________________________________________________________
 LG0605  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 LG0605  DYNAMIC HT  -         455.805 (meters)    1495.42  (feet)  COMP
 LG0605  MODELED GRAV-     980,026.8   (mgal)                       NAVD 88
 LG0605
 LG0605  VERT ORDER  -  SECOND    CLASS 0
 LG0605
 LG0605.The horizontal coordinates were scaled from a topographic map and have
 LG0605.an estimated accuracy of +/- 6 seconds.
 LG0605
 LG0605.The orthometric height was determined by differential leveling
 LG0605.and adjusted by the National Geodetic Survey in June 1991..
 LG0605
 LG0605.The geoid height was determined by GEOID03.
 LG0605
 LG0605.The dynamic height is computed by dividing the NAVD 88
 LG0605.geopotential number by the normal gravity value computed on the
 LG0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0605.degrees latitude (g = 980.6199 gals.).
 LG0605
 LG0605.The modeled gravity was interpolated from observed gravity values.
 LG0605
 LG0605;                    North         East    Units  Estimated Accuracy
 LG0605;SPC NE       -    49,480.      707,800.      MT  (+/- 180 meters Scaled)
 LG0605
 LG0605                          SUPERSEDED SURVEY CONTROL
 LG0605
 LG0605  NGVD 29 (??/??/92)  455.896  (m)         1495.72   (f) ADJ UNCH    2 0
 LG0605
 LG0605.Superseded values are not recommended for survey control.
 LG0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0605.See file dsdata.txt to determine how the superseded data were derived.
 LG0605
 LG0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK227567(NAD 83)
 LG0605_MARKER: Q = CHISELED SQUARE
 LG0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0605_SP_SET: CULVERT
 LG0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0605
 LG0605  HISTORY     - Date     Condition        Report By
 LG0605  HISTORY     - UNK      MONUMENTED       CGS
 LG0605  HISTORY     - 1953     GOOD             NGS
 LG0605
 LG0605                          STATION DESCRIPTION
 LG0605
 LG0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LG0605'AT BELVIDERE.
 LG0605'AT BELVIDERE, THAYER COUNTY, ON THE UNION PACIFIC RAILROAD, 30
 LG0605'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, AT A CONCRETE
 LG0605'CULVERT, AND ON THE TOP OF THE NORTH END.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0706 ***********************************************************************
 LH0706  DESIGNATION -  CHISELED SQUARE 1
 LH0706  PID         -  LH0706
 LH0706  STATE/COUNTY-  NE/KEARNEY
 LH0706  USGS QUAD   -  AXTELL EAST (1970)
 LH0706
 LH0706                         *CURRENT SURVEY CONTROL
 LH0706  ___________________________________________________________________
 LH0706* NAD 83(1986)-  40 29 44.     (N)    099 05 06.     (W)     SCALED    
 LH0706* NAVD 88     -       674.558  (meters)    2213.11   (feet)  ADJUSTED  
 LH0706  ___________________________________________________________________
 LH0706  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 LH0706  DYNAMIC HT  -         674.150 (meters)    2211.77  (feet)  COMP
 LH0706  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 LH0706
 LH0706  VERT ORDER  -  SECOND    CLASS 0
 LH0706
 LH0706.The horizontal coordinates were scaled from a topographic map and have
 LH0706.an estimated accuracy of +/- 6 seconds.
 LH0706
 LH0706.The orthometric height was determined by differential leveling
 LH0706.and adjusted by the National Geodetic Survey in June 1991..
 LH0706
 LH0706.The geoid height was determined by GEOID03.
 LH0706
 LH0706.The dynamic height is computed by dividing the NAVD 88
 LH0706.geopotential number by the normal gravity value computed on the
 LH0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0706.degrees latitude (g = 980.6199 gals.).
 LH0706
 LH0706.The modeled gravity was interpolated from observed gravity values.
 LH0706
 LH0706;                    North         East    Units  Estimated Accuracy
 LH0706;SPC NE       -    73,940.      577,550.      MT  (+/- 180 meters Scaled)
 LH0706
 LH0706                          SUPERSEDED SURVEY CONTROL
 LH0706
 LH0706  NGVD 29 (??/??/92)  674.288  (m)         2212.23   (f) ADJ UNCH    2 0
 LH0706
 LH0706.Superseded values are not recommended for survey control.
 LH0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0706.See file dsdata.txt to determine how the superseded data were derived.
 LH0706
 LH0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK927827(NAD 83)
 LH0706_MARKER: Q = CHISELED SQUARE
 LH0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0706_SP_SET: CULVERT
 LH0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0706
 LH0706  HISTORY     - Date     Condition        Report By
 LH0706  HISTORY     - UNK      MONUMENTED       CGS
 LH0706  HISTORY     - 1934     GOOD             NGS
 LH0706
 LH0706                          STATION DESCRIPTION
 LH0706
 LH0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0706'2.9 MI NE FROM AXTELL.
 LH0706'2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE CROSSING
 LH0706'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD ONE BLOCK EAST
 LH0706'OF THE STATION AT AXTELL, KEARNEY COUNTY, AT THE JUNCTION OF
 LH0706'STATE HIGHWAY 44, AT A CONCRETE CULVERT, AND ON THE TOP OF THE
 LH0706'WEST HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0450 ***********************************************************************
 MN0450  DESIGNATION -  CHULIK
 MN0450  PID         -  MN0450
 MN0450  STATE/COUNTY-  NE/GARDEN
 MN0450  USGS QUAD   -  LISCO SE (1972)
 MN0450
 MN0450                         *CURRENT SURVEY CONTROL
 MN0450  ___________________________________________________________________
 MN0450* NAD 83(1995)-  41 17 53.33183(N)    102 33 06.65562(W)     ADJUSTED  
 MN0450* NAVD 88     -      1174.     (meters)    3852.     (feet)  SCALED    
 MN0450  ___________________________________________________________________
 MN0450  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 MN0450  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 MN0450
 MN0450  HORZ ORDER  -  THIRD
 MN0450
 MN0450.The horizontal coordinates were established by classical geodetic methods
 MN0450.and adjusted by the National Geodetic Survey in August 1997..
 MN0450
 MN0450.The orthometric height was scaled from a topographic map.
 MN0450
 MN0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0450
 MN0450.The geoid height was determined by GEOID03.
 MN0450
 MN0450;                    North         East     Units Scale Factor Converg.
 MN0450;SPC NE       -   165,784.483   286,372.715   MT  0.99966513   -1 41 28.0
 MN0450;UTM  13      - 4,574,746.150   704,970.833   MT  1.00011708   +1 36 58.6
 MN0450
 MN0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0450!SPC NE       -   0.99981910  x   0.99966513  =   0.99948429
 MN0450!UTM  13      -   0.99981910  x   1.00011708  =   0.99993616
 MN0450
 MN0450|---------------------------------------------------------------------|
 MN0450| PID    Reference Object                     Distance      Geod. Az  |
 MN0450|                                                           dddmmss.s |
 MN0450| CP6816 CHULIK RM 1                          11.449 METERS 09427     |
 MN0450| CP6815 CHULIK AZ MK                                       1644429.1 |
 MN0450| CP6817 CHULIK RM 2                          14.628 METERS 35541     |
 MN0450|---------------------------------------------------------------------|
 MN0450
 MN0450                          SUPERSEDED SURVEY CONTROL
 MN0450
 MN0450  NAD 83(1995)-  41 17 53.33145(N)    102 33 06.65632(W) AD(       ) 3
 MN0450  NAD 83(1986)-  41 17 53.32868(N)    102 33 06.65801(W) AD(       ) 3
 MN0450  NAD 27      -  41 17 53.38730(N)    102 33 04.96350(W) AD(       ) 3
 MN0450
 MN0450.Superseded values are not recommended for survey control.
 MN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0450.See file dsdata.txt to determine how the superseded data were derived.
 MN0450
 MN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0497174746(NAD 83)
 MN0450_MARKER: DS = TRIANGULATION STATION DISK
 MN0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0450_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0450
 MN0450  HISTORY     - Date     Condition        Report By
 MN0450  HISTORY     - 1963     MONUMENTED       CGS
 MN0450
 MN0450                          STATION DESCRIPTION
 MN0450
 MN0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0450'THE STATION IS ABOUT 11 MILES NORTH AND 4 MILES EAST OF LODGEPOLE,
 MN0450'IN PASTURE LAND OWNED BY MR. CHULIK, IN THE SOUTHWEST 1/4
 MN0450'OF SEC. 1, T. 15 N, R. 45 W.
 MN0450'
 MN0450'TO REACH THE STATION FROM THE POST OFFICE (WHICH IS ABOUT
 MN0450'100 YARDS NORTH OF THE RAILROAD DEPOT) IN LODGEPOLE, GO EAST
 MN0450'ON U.S. HIGHWAY 30 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 MN0450'LEFT AND GO NORTH ON GRAVELED ROAD FOR 8.3 MILES TO A CROSSROADS.
 MN0450'TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 1.0 MILE TO WHERE
 MN0450'MAIN ROAD TURNS LEFT AND TRACK ROADS LEADING SOUTH AND EAST.
 MN0450'CONTINUE AHEAD AROUND CURVE ON MAIN GRAVELED ROAD FOR 1.0 MILE
 MN0450'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON GRAVELED
 MN0450'ROAD FOR 3.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 MN0450'NORTH ON GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD INTERSECTION
 MN0450'AND TRACK ROAD LEADING NORTH.  (TO REACH THE AZIMUTH MARK
 MN0450'FROM THIS POINT TURN RIGHT AND GO EAST ON GRAVELED ROAD
 MN0450'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT ON ROAD
 MN0450'RIGHT-OF-WAY.) GO NORTH ON TRACK ROAD FOR 0.2 MILE TO THE
 MN0450'STATION ON THE RIGHT INSIDE OF FENCE IN PASTURE LAND.
 MN0450'
 MN0450'THE STATION IS A STANDARD DISK STAMPED CHULIK 1963, SET IN
 MN0450'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 MN0450'GROUND.  IT IS 18 FEET EAST OF THE CENTER OF A TRACK ROAD,
 MN0450'4.2 FEET EAST OF A METAL WITNESS POST, AND 4.1 FEET NORTHEAST
 MN0450'OF A FENCE CORNER.
 MN0450'
 MN0450'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CHULIK NO 1
 MN0450'1963, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS
 MN0450'FLUSH WITH THE GROUND.  IT IS 42 FEET EAST OF A METAL WITNESS
 MN0450'POST, AND 0.8 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 MN0450'
 MN0450'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CHULIK NO 2
 MN0450'1963, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 MN0450'IS FLUSH WITH THE GROUND.  IT IS 48 FEET NORTH OF A METAL WITNESS
 MN0450'POST, 16 FEET EAST OF THE CENTER OF A TRACK ROAD, AND 0.8 FOOT
 MN0450'EAST OF A NORTH-SOUTH FENCE LINE.
 MN0450'
 MN0450'AZIMUTH MARK IS A STANDARD DISK STAMPED CHULIK 1963, SET IN
 MN0450'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 MN0450'THE GROUND.  IT IS 33.5 FEET SOUTH OF THE CENTER OF A GRAVELED
 MN0450'ROAD, 3 FEET WEST OF A METAL WITNESS POST WITH SIGN, AND 0.7
 MN0450'FOOT NORTH OF AN EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1772 ***********************************************************************
 NM1772  DESIGNATION -  CHURCH SPIRE B
 NM1772  PID         -  NM1772
 NM1772  STATE/COUNTY-  NE/WAYNE
 NM1772  USGS QUAD   -  NORFOLK NE (1976)
 NM1772
 NM1772                         *CURRENT SURVEY CONTROL
 NM1772  ___________________________________________________________________
 NM1772* NAD 83(1995)-  42 11 31.88656(N)    097 21 36.91508(W)     ADJUSTED  
 NM1772* NAVD 88     -                                                        
 NM1772  ___________________________________________________________________
 NM1772  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 NM1772  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 NM1772
 NM1772  HORZ ORDER  -  THIRD
 NM1772
 NM1772.The horizontal coordinates were established by classical geodetic methods
 NM1772.and adjusted by the National Geodetic Survey in August 1997..
 NM1772
 NM1772
 NM1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1772
 NM1772.The geoid height was determined by GEOID03.
 NM1772
 NM1772;                    North         East     Units Scale Factor Converg.
 NM1772;SPC NE       -   265,226.978   717,952.942   MT  0.99973030   +1 44 57.7
 NM1772;UTM  14      - 4,672,416.677   635,392.292   MT  0.99982555   +1 06 05.2
 NM1772
 NM1772                          SUPERSEDED SURVEY CONTROL
 NM1772
 NM1772  NAD 83(1986)-  42 11 31.89502(N)    097 21 36.91625(W) AD(       ) 4
 NM1772  NAD 27      -  42 11 31.88800(N)    097 21 35.72700(W) AD(       ) 3
 NM1772
 NM1772.Superseded values are not recommended for survey control.
 NM1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1772.See file dsdata.txt to determine how the superseded data were derived.
 NM1772
 NM1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3539272417(NAD 83)
 NM1772_MARKER: 90 = CHURCH SPIRE
 NM1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1772+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1982
 NM1772
 NM1772  HISTORY     - Date     Condition        Report By
 NM1772  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1772  HISTORY     - 1935     GOOD             CGS
 NM1772  HISTORY     - 1961     GOOD             USGS
 NM1772  HISTORY     - 19820710 GOOD             NGS
 NM1772
 NM1772                          STATION DESCRIPTION
 NM1772
 NM1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1772'POINT OBSERVED UPON IS TIP OF SPIRE OF COUNTRY CHURCH,
 NM1772'UNIDENTIFIED AS TO DENOMINATION.  WHITE FRAME BUILDING, SPIRE
 NM1772'ABOUT 40 FEET HIGH.  LOCATED ABOUT 2 MILES SOUTH AND 3-1/2
 NM1772'MILES WEST OF STATION AXEL.
 NM1772'
 NM1772'OBSERVED UPON FROM STATIONS HOSKINS, AXEL, AND HOSKINS LAPLACE
 NM1772'AZI.
 NM1772
 NM1772                          STATION RECOVERY (1935)
 NM1772
 NM1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 NM1772'RECOVERED IN GOOD CONDITION.
 NM1772
 NM1772                          STATION RECOVERY (1961)
 NM1772
 NM1772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1772'POINT OBSERVED UPON IS TIP OF SPIRE (CROSS) OF COUNTRY LUTHERAN
 NM1772'CHURCH.  WHITE FRAME BUILDING, SPIRE ABOUT 40 FT HIGH.  LOCATED
 NM1772'ABOUT 2 MI. S. AND 3.5 MI. W OF TRIANGULATION STATION AXEL.
 NM1772'IN T 26 N., R. 1 E.  NEAR 1/4 CORNER BETWEEN SECS 30 AND 31.
 NM1772
 NM1772                          STATION RECOVERY (1982)
 NM1772
 NM1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NM1772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1768 ***********************************************************************
 NM1768  DESIGNATION -  CHURCH SPIRE C
 NM1768  PID         -  NM1768
 NM1768  STATE/COUNTY-  NE/WAYNE
 NM1768  USGS QUAD   -  WAYNE SW (1963)
 NM1768
 NM1768                         *CURRENT SURVEY CONTROL
 NM1768  ___________________________________________________________________
 NM1768* NAD 83(1995)-  42 06 34.94122(N)    097 08 55.31942(W)     ADJUSTED  
 NM1768* NAVD 88     -                                                        
 NM1768  ___________________________________________________________________
 NM1768  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 NM1768  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 NM1768
 NM1768  HORZ ORDER  -  THIRD
 NM1768
 NM1768.The horizontal coordinates were established by classical geodetic methods
 NM1768.and adjusted by the National Geodetic Survey in August 1997..
 NM1768
 NM1768
 NM1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1768
 NM1768.The geoid height was determined by GEOID03.
 NM1768
 NM1768;                    North         East     Units Scale Factor Converg.
 NM1768;SPC NE       -   256,627.074   735,716.032   MT  0.99971408   +1 53 22.4
 NM1768;UTM  14      - 4,663,615.290   653,059.378   MT  0.99988827   +1 14 29.9
 NM1768
 NM1768                          SUPERSEDED SURVEY CONTROL
 NM1768
 NM1768  NAD 83(1986)-  42 06 34.94841(N)    097 08 55.31983(W) AD(       ) 4
 NM1768  NAD 27      -  42 06 34.93000(N)    097 08 54.15000(W) AD(       ) 3
 NM1768
 NM1768.Superseded values are not recommended for survey control.
 NM1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1768.See file dsdata.txt to determine how the superseded data were derived.
 NM1768
 NM1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM5305963615(NAD 83)
 NM1768_MARKER: 90 = CHURCH SPIRE
 NM1768
 NM1768  HISTORY     - Date     Condition        Report By
 NM1768  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1768
 NM1768                          STATION DESCRIPTION
 NM1768
 NM1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1768'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF A CHURCH LOCATED
 NM1768'1-1/2 MILES EAST AND 4-3/4 MILES SOUTH OF WINSIDE, AND 1-3/4
 NM1768'MILES WEST AND 1-3/4 MILES NORTH OF STATION TOPP.  OBSERVING
 NM1768'PARTY DID NOT VISIT STATION.
 NM1768'
 NM1768'OBSERVED UPON FROM STATIONS WACKER AND HOSKINS LAPLACE AZI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0605 ***********************************************************************
 MN0605  DESIGNATION -  CITY
 MN0605  PID         -  MN0605
 MN0605  STATE/COUNTY-  NE/KIMBALL
 MN0605  USGS QUAD   -  KIMBALL (1972)
 MN0605
 MN0605                         *CURRENT SURVEY CONTROL
 MN0605  ___________________________________________________________________
 MN0605* NAD 83(1995)-  41 14 25.42713(N)    103 40 05.19153(W)     ADJUSTED  
 MN0605* NAVD 88     -      1464.     (meters)    4803.     (feet)  SCALED    
 MN0605  ___________________________________________________________________
 MN0605  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 MN0605  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 MN0605
 MN0605  HORZ ORDER  -  THIRD
 MN0605
 MN0605.The horizontal coordinates were established by classical geodetic methods
 MN0605.and adjusted by the National Geodetic Survey in August 1997..
 MN0605
 MN0605.The orthometric height was scaled from a topographic map.
 MN0605
 MN0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0605
 MN0605.The geoid height was determined by GEOID03.
 MN0605
 MN0605;                    North         East     Units Scale Factor Converg.
 MN0605;SPC NE       -   162,739.692   192,700.929   MT  0.99966927   -2 25 51.0
 MN0605;UTM  13      - 4,566,299.131   611,607.456   MT  0.99975330   +0 52 41.2
 MN0605
 MN0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0605!SPC NE       -   0.99977340  x   0.99966927  =   0.99944274
 MN0605!UTM  13      -   0.99977340  x   0.99975330  =   0.99952675
 MN0605
 MN0605:                Primary Azimuth Mark                     Grid Az
 MN0605:SPC NE       -  KIMBALL MOTOROLA COMMUM MAST             008 19 11.7
 MN0605:UTM  13      -  KIMBALL MOTOROLA COMMUM MAST             005 00 39.5
 MN0605
 MN0605|---------------------------------------------------------------------|
 MN0605| PID    Reference Object                     Distance      Geod. Az  |
 MN0605|                                                           dddmmss.s |
 MN0605| MN0582 KIMBALL MOTOROLA COMMUM MAST        APPROX. 4.7 KM 0055320.7 |
 MN0605| CP6825 CITY AZ MK                                         0151515.4 |
 MN0605| CP6826 CITY RM 1                            17.788 METERS 21742     |
 MN0605| CP6827 CITY RM 2                            22.474 METERS 33043     |
 MN0605|---------------------------------------------------------------------|
 MN0605
 MN0605                          SUPERSEDED SURVEY CONTROL
 MN0605
 MN0605  NAD 83(1995)-  41 14 25.42638(N)    103 40 05.19127(W) AD(       ) 3
 MN0605  NAD 83(1986)-  41 14 25.41912(N)    103 40 05.19113(W) AD(       ) 3
 MN0605  NAD 27      -  41 14 25.48910(N)    103 40 03.40300(W) AD(       ) 3
 MN0605
 MN0605.Superseded values are not recommended for survey control.
 MN0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0605.See file dsdata.txt to determine how the superseded data were derived.
 MN0605
 MN0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1160766299(NAD 83)
 MN0605_MARKER: DS = TRIANGULATION STATION DISK
 MN0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0605
 MN0605  HISTORY     - Date     Condition        Report By
 MN0605  HISTORY     - 1963     MONUMENTED       CGS
 MN0605
 MN0605                          STATION DESCRIPTION
 MN0605
 MN0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0605'THE STATION IS AT THE NORTHWEST EDGE OF KIMBALL JUST EAST OF
 MN0605'STEELS JUNK YARD.
 MN0605'
 MN0605'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0605'STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON STATE HIGHWAY 71 FOR
 MN0605'0.3 MILE TO A CROSS-STREET, SIGN STEELS JUNK YARD, JUST AFTER
 MN0605'GOING UNDER AN OVERPASS. TURN LEFT AND GO 0.25 MILE WEST TO
 MN0605'THE ENTRANCE TO THE JUNK YARD.  TURN RIGHT AND GO NORTH ON A
 MN0605'TRACK ROAD ON THE EAST SIDE OF A FENCE FOR 0.05 MILE TO THE
 MN0605'STATION.
 MN0605'
 MN0605'STATION MARKS ARE STANDARD DISKS STAMPED CITY 1963.  THE SURFACE
 MN0605'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0605'OF THE GROUND.  IT IS 141 FEET NORTH OF THE JUNCTION OF THE
 MN0605'TRACK ROAD AND THE STREET, 25 FEET EAST OF THE CENTER OF THE
 MN0605'TRACK ROAD, 35 FEET EAST OF THE WITNESS POST, AND 36 FEET EAST
 MN0605'OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MN0605'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0605'
 MN0605'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CITY NO 1 1963,
 MN0605'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 MN0605'IS 104 FEET NORTH OF THE CENTER OF THE STREET, 48 FEET SOUTH
 MN0605'OF A WITNESS POST, 10 FEET WEST OF THE CENTER OF A TRACK ROAD,
 MN0605'AND 1 FOOT EAST OF THE FENCE.
 MN0605'
 MN0605'REFERENCE MARK NO 2, A STANDARD DISK STAMPED CITY NO 2 1963,
 MN0605'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 MN0605'IS 62 FEET NORTH OF A WITNESS POST, 10 FEET WEST OF THE CENTER
 MN0605'OF THE TRACK ROAD, AND 1 FOOT EAST OF THE FENCE.
 MN0605'
 MN0605'AZIMUTH MARK, A STANDARD DISK STAMPED CITY 1963, IS SET IN A
 MN0605'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 33.5 FEET
 MN0605'SOUTH OF THE CENTER OF A GRAVEL ROAD, 1.5 FEET SOUTHWEST OF
 MN0605'A TELEPHONE POLE, AND 2.5 FEET EAST OF A WITNESS POST.
 MN0605'
 MN0605'*TO REACH THE AZIMUTH MARK FROM THE CROSS-STREET, GO NORTH ON
 MN0605'STATE HIGHWAY 71 FOR 1.6 MILES TO A SIDE ROAD RIGHT.  TURN
 MN0605'RIGHT AND GO EAST ON A GRADED ROAD FOR 0.2 MILE TO THE AZIMUTH
 MN0605'ON THE RIGHT.
 MN0605'
 MN0605'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0275 ***********************************************************************
 MN0275  DESIGNATION -  CITY BM
 MN0275  PID         -  MN0275
 MN0275  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0275  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0275
 MN0275                         *CURRENT SURVEY CONTROL
 MN0275  ___________________________________________________________________
 MN0275* NAD 83(1986)-  41 49 18.     (N)    103 39 37.     (W)     SCALED    
 MN0275* NAVD 88     -      1192.890  (meters)    3913.67   (feet)  ADJUSTED  
 MN0275  ___________________________________________________________________
 MN0275  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 MN0275  DYNAMIC HT  -        1192.113 (meters)    3911.12  (feet)  COMP
 MN0275  MODELED GRAV-     979,930.6   (mgal)                       NAVD 88
 MN0275
 MN0275  VERT ORDER  -  SECOND    CLASS 0
 MN0275
 MN0275.The horizontal coordinates were scaled from a topographic map and have
 MN0275.an estimated accuracy of +/- 6 seconds.
 MN0275
 MN0275.The orthometric height was determined by differential leveling
 MN0275.and adjusted by the National Geodetic Survey in June 1991..
 MN0275
 MN0275.The geoid height was determined by GEOID03.
 MN0275
 MN0275.The dynamic height is computed by dividing the NAVD 88
 MN0275.geopotential number by the normal gravity value computed on the
 MN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0275.degrees latitude (g = 980.6199 gals.).
 MN0275
 MN0275.The modeled gravity was interpolated from observed gravity values.
 MN0275
 MN0275;                    North         East    Units  Estimated Accuracy
 MN0275;SPC NE       -   227,190.      196,090.      MT  (+/- 180 meters Scaled)
 MN0275
 MN0275                          SUPERSEDED SURVEY CONTROL
 MN0275
 MN0275  NGVD 29 (??/??/92) 1192.233  (m)         3911.52   (f) ADJ UNCH    2 0
 MN0275
 MN0275.Superseded values are not recommended for survey control.
 MN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0275.See file dsdata.txt to determine how the superseded data were derived.
 MN0275
 MN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG112308(NAD 83)
 MN0275_MARKER: B = BOLT
 MN0275_SETTING: 0 = UNSPECIFIED SETTING
 MN0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0275
 MN0275  HISTORY     - Date     Condition        Report By
 MN0275  HISTORY     - UNK      MONUMENTED       CGS
 MN0275  HISTORY     - 1934     GOOD             NGS
 MN0275  HISTORY     - 20030724 MARK NOT FOUND   NGS
 MN0275
 MN0275                          STATION DESCRIPTION
 MN0275
 MN0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0275'AT GERING.
 MN0275'AT GERING, SCOTTS BLUFF COUNTY, AT THE INTERSECTION OF THE CENTER
 MN0275'LINES OF M AND TENTH STREETS, AND IN THE PAVEMENT.  THE TOP OF
 MN0275'AN IRON BOLT.
 MN0275
 MN0275                          STATION RECOVERY (2003)
 MN0275
 MN0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0275'INTERSECTION HAS BEEN REPAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0909 ***********************************************************************
 MJ0909  DESIGNATION -  CITY CHISELED CROSS
 MJ0909  PID         -  MJ0909
 MJ0909  STATE/COUNTY-  NE/DOUGLAS
 MJ0909  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0909
 MJ0909                         *CURRENT SURVEY CONTROL
 MJ0909  ___________________________________________________________________
 MJ0909* NAD 83(1986)-  41 15 35.     (N)    095 56 09.     (W)     SCALED    
 MJ0909* NAVD 88     -       316.207  (meters)    1037.42   (feet)  ADJUSTED  
 MJ0909  ___________________________________________________________________
 MJ0909  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 MJ0909  DYNAMIC HT  -         316.076 (meters)    1036.99  (feet)  COMP
 MJ0909  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 MJ0909
 MJ0909  VERT ORDER  -  FIRST     CLASS II
 MJ0909
 MJ0909.The horizontal coordinates were scaled from a topographic map and have
 MJ0909.an estimated accuracy of +/- 6 seconds.
 MJ0909
 MJ0909.The orthometric height was determined by differential leveling
 MJ0909.and adjusted by the National Geodetic Survey in June 1991..
 MJ0909
 MJ0909.The geoid height was determined by GEOID03.
 MJ0909
 MJ0909.The dynamic height is computed by dividing the NAVD 88
 MJ0909.geopotential number by the normal gravity value computed on the
 MJ0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0909.degrees latitude (g = 980.6199 gals.).
 MJ0909
 MJ0909.The modeled gravity was interpolated from observed gravity values.
 MJ0909
 MJ0909;                    North         East    Units  Estimated Accuracy
 MJ0909;SPC NE       -   166,370.      840,360.      MT  (+/- 180 meters Scaled)
 MJ0909
 MJ0909                          SUPERSEDED SURVEY CONTROL
 MJ0909
 MJ0909  NGVD 29 (??/??/92)  316.086  (m)         1037.03   (f) ADJ UNCH    1 2
 MJ0909
 MJ0909.Superseded values are not recommended for survey control.
 MJ0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0909.See file dsdata.txt to determine how the superseded data were derived.
 MJ0909
 MJ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF540717(NAD 83)
 MJ0909_MARKER: X = CHISELED CROSS
 MJ0909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0909_SP_SET: IRON BASE
 MJ0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0909
 MJ0909  HISTORY     - Date     Condition        Report By
 MJ0909  HISTORY     - 1931     MONUMENTED       CGS
 MJ0909  HISTORY     - 1947     GOOD             NGS
 MJ0909
 MJ0909                          STATION DESCRIPTION
 MJ0909
 MJ0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0909'AT OMAHA.
 MJ0909'AT OMAHA, NEAR THE INTERSECTION OF DODGE AND 15TH STREETS,
 MJ0909'AT THE NORTH EDGE OF AN ALLEY BETWEEN DODGE AND DOUGLAS STREETS,
 MJ0909'AT THE SOUTHWEST CORNER POST OF THE FRENZER BUILDING, ON THE
 MJ0909'NORTHWEST CORNER OF THE IRON BASE OF THE POST, A CHISELED CROSS
 MJ0909'ON THE METAL BASE OF THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1173 ***********************************************************************
 LH1173  DESIGNATION -  CLARA RESET
 LH1173  PID         -  LH1173
 LH1173  STATE/COUNTY-  NE/NUCKOLLS
 LH1173  USGS QUAD   -  MOUNT CLARE (1974)
 LH1173
 LH1173                         *CURRENT SURVEY CONTROL
 LH1173  ___________________________________________________________________
 LH1173* NAD 83(1995)-  40 11 41.08868(N)    098 13 06.03966(W)     ADJUSTED  
 LH1173* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 LH1173  ___________________________________________________________________
 LH1173  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 LH1173  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 LH1173
 LH1173  HORZ ORDER  -  SECOND
 LH1173
 LH1173.The horizontal coordinates were established by classical geodetic methods
 LH1173.and adjusted by the National Geodetic Survey in August 1997..
 LH1173
 LH1173.The orthometric height was scaled from a topographic map.
 LH1173
 LH1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1173
 LH1173.The geoid height was determined by GEOID03.
 LH1173
 LH1173;                    North         East     Units Scale Factor Converg.
 LH1173;SPC NE       -    41,692.285   651,686.123   MT  0.99991765   +1 10 50.5
 LH1173;UTM  14      - 4,449,665.487   566,532.307   MT  0.99965449   +0 30 16.2
 LH1173
 LH1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1173!SPC NE       -   0.99991324  x   0.99991765  =   0.99983090
 LH1173!UTM  14      -   0.99991324  x   0.99965449  =   0.99956776
 LH1173
 LH1173:                Primary Azimuth Mark                     Grid Az
 LH1173:SPC NE       -  NELSON MUNICIPAL TANK                    084 08 01.8
 LH1173:UTM  14      -  NELSON MUNICIPAL TANK                    084 48 36.1
 LH1173
 LH1173|---------------------------------------------------------------------|
 LH1173| PID    Reference Object                     Distance      Geod. Az  |
 LH1173|                                                           dddmmss.s |
 LH1173| LH1166 NELSON MUNICIPAL TANK               APPROX.12.4 KM 0851852.3 |
 LH1173| CN8113 CLARA RM 1                           17.428 METERS 08640     |
 LH1173| CN8112 CLARA AZ MK                                        1790856.3 |
 LH1173| CN8114 CLARA RM 2                           19.370 METERS 18006     |
 LH1173| CN8115 CLARA RM 3                           19.315 METERS 18015     |
 LH1173| LH1185 LAWRENCE MUNICIPAL TANK             APPROX.11.2 KM 3412108.0 |
 LH1173|---------------------------------------------------------------------|
 LH1173
 LH1173                          SUPERSEDED SURVEY CONTROL
 LH1173
 LH1173  NAD 83(1986)-  40 11 41.09509(N)    098 13 06.03959(W) AD(       ) 2
 LH1173  NAD 27      -  40 11 41.04700(N)    098 13 04.86400(W) AD(       ) 2
 LH1173
 LH1173.Superseded values are not recommended for survey control.
 LH1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1173.See file dsdata.txt to determine how the superseded data were derived.
 LH1173
 LH1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6653249665(NAD 83)
 LH1173_MARKER: DS = TRIANGULATION STATION DISK
 LH1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1173
 LH1173  HISTORY     - Date     Condition        Report By
 LH1173  HISTORY     - 1947     MONUMENTED       CGS
 LH1173  HISTORY     - 1975     GOOD             NGS
 LH1173
 LH1173                          STATION DESCRIPTION
 LH1173
 LH1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1173'THE STATION IS LOCATED ABOUT 8.0 MILES WEST OF NELSON, 0.8 MILE
 LH1173'NORTH OF MOUNT CLARE, 26 FEET WEST OF THE CENTER OF A GRADED ROAD,
 LH1173'AND 3 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH WITH
 LH1173'THE GROUND AND IS STAMPED CLARA 1947.
 LH1173'
 LH1173'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE CENTER OF A GRADED ROAD
 LH1173'AND 1 FOOT WEST OF A FENCE LINE.  IT PROJECTS 4 INCHES AND IS
 LH1173'STAMPED CLARA NO 1 1947.
 LH1173'
 LH1173'REFERENCE MARK NO. 2 IS 26 FEET WEST OF THE CENTER OF A GRADED
 LH1173'ROAD AND 3 FEET EAST OF A FENCE LINE.  IT IS SET FLUSH WITH THE
 LH1173'GROUND AND IS STAMPED CLARA NO 2 1947.
 LH1173'
 LH1173'AZIMUTH MARK IS 0.2 MILE NORTH OF A SCHOOL BUILDING, 120 FEET EAST
 LH1173'OF A FARM HOME, 37 FEET EAST OF THE CENTER OF A GRADED ROAD AND 4
 LH1173'FEET NORTH-NORTHWEST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND
 LH1173'IS STAMPED CLARA 1947.
 LH1173'
 LH1173'TO REACH THE STATION FROM THE MOUNT CLARE SCHOOL BUILDING, AT THE
 LH1173'EAST EDGE OF THE TOWN OF MOUNT CLARE, GO NORTH ON GRADED ROAD FOR
 LH1173'0.2 MILE TO A FARM HOME ON THE LEFT AND THE AZIMUTH MARK ON THE
 LH1173'RIGHT, CONTINUE NORTH ON GRADED ROAD FOR 0.6 MILE TO THE STATION
 LH1173'ON THE LEFT AS DESCRIBED.
 LH1173'
 LH1173'A 74 FOOT SIGNAL AT BANGERT IS VISIBLE AT 4 FEET.
 LH1173'
 LH1173'A 74 FOOT SIGNAL AT JACKSON IS VISIBLE AT 4 FEET.
 LH1173'
 LH1173'AN 87 FOOT SIGNAL AT SKULLY IS VISIBLE AT 4 FEET.
 LH1173'
 LH1173'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LH1173
 LH1173                          STATION RECOVERY (1975)
 LH1173
 LH1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1173'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 LH1173'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION WAS
 LH1173'FOUND TILTED OUT OF POSITION, REFERENCE MARK 2 WAS FOUND CHIPPED
 LH1173'AND THE DISK SHEARED OFF.  THE MOUNT CLARA SCHOOL BUILDING AND THE
 LH1173'HOUSE AT THE AZIMUTH MARK THAT WERE MENTIONED IN THE 1947
 LH1173'DESCRIPTION HAVE BEEN RAZED.  A SURFACE STATION MARK WAS SET
 LH1173'DIRECTLY ABOVE THE UNDERGROUND STATION MARK AND REFERENCE
 LH1173'MARK 3 WAS ESTABLISHED THIS DATE.  THE DISTANCE TO REFERENCE MARK
 LH1173'1 CHECKED THE PREVIOUS DISTANCE AND THE DIRECTION MISSED THE
 LH1173'PREVIOUS DIRECTION 3 MINUTES AND 14 SECONDS AND THE ANGLE
 LH1173'BETWEEN THE NELSON WATER TANK AND THE AZIMUTH MARK COMPARED
 LH1173'FAVORABLY WITH THE PREVIOUS ANGLE.  FOLLOW IS A NEW COMPLETE
 LH1173'DESCRIPTION--
 LH1173'
 LH1173'THE STATION IS LOCATED ABOUT 8.0 MILES WEST OF NELSON, 0.8 MILE
 LH1173'NORTH OF THE OLD VILLAGE OF MOUNT CLARA AND ON THE WEST RIGHT-OF-WAY
 LH1173'OF A COUNTY ROAD.
 LH1173'
 LH1173'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CLARA 1947
 LH1173'1975, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 LH1173'FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET WEST OF THE CENTER OF
 LH1173'A GRAVELED ROAD, 2 FEET SOUTHEAST OF A METAL WITNESS POST AND 1
 LH1173'FOOT EAST OF A NORTH-SOUTH FENCELINE.  THE UNDERGROUND DISK IS
 LH1173'STAMPED CLARA 1947 AN IN AN IRREGULAR MASS OF CONCRETE ABOUT 34
 LH1173'INCHES BELOW THE GROUND SURFACE.
 LH1173'
 LH1173'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLARA NO 1 1947, SET IN
 LH1173'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LH1173'THE GROUND SURFACE.  IT IS 31 FEET EAST OF THE CENTER OF THE
 LH1173'GRAVELED ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCELINE.
 LH1173'
 LH1173'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CLARA 1947 NO 3 1975,
 LH1173'CEMENTED IN A DRILL HOLE IN THE TOP OF THE OLD REFERENCE MARK 2
 LH1173'CONCRETE MONUMENT.  IT IS 26 FEET WEST OF THE CENTER OF THE
 LH1173'GRAVELED ROAD AND 1 FOOT EAST OF THE NORTH-SOUTH FENCELINE, AND
 LH1173'FLUSH WITH THE GROUND SURFACE.
 LH1173'
 LH1173'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLARA 1947, SET IN THE
 LH1173'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LH1173'GROUND SURFACE.  IT IS 34 FEET EAST OF THE CENTER OF THE GRAVELED
 LH1173'ROAD, 1.5 FEET WEST OF A NORTH-SOUTH FENCELINE, 1 FOOT WEST OF A
 LH1173'METAL WITNESS POST AND AT AN OLD FIELD APPROACH.
 LH1173'
 LH1173'TO REACH THE STATION FROM THE ROAD INTERSECTION AT THE EAST EDGE OF
 LH1173'THE VILLAGE OF MOUNT CLARA, (GRAIN ELEVATOR AND SEVERAL BUILDINGS)
 LH1173'GO NORTH ON A GRAVELED COUNTY ROAD FOR 0.25 MILE TO THE AZIMUTH
 LH1173'MARK ON THE RIGHT, CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.55
 LH1173'MILE TO THE STATION ON THE LEFT.
 LH1173'
 LH1173'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8.0 MILES
 LH1173'WEST OF NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0420 ***********************************************************************
 LG0420  DESIGNATION -  CLARK
 LG0420  PID         -  LG0420
 LG0420  STATE/COUNTY-  NE/SALINE
 LG0420  USGS QUAD   -  DORCHESTER (1964)
 LG0420
 LG0420                         *CURRENT SURVEY CONTROL
 LG0420  ___________________________________________________________________
 LG0420* NAD 83(1995)-  40 38 40.57748(N)    097 06 48.90602(W)     ADJUSTED  
 LG0420* NAVD 88     -       452.572  (meters)    1484.81   (feet)  ADJUSTED  
 LG0420  ___________________________________________________________________
 LG0420  X           -    -600,201.337 (meters)                     COMP
 LG0420  Y           -  -4,809,406.822 (meters)                     COMP
 LG0420  Z           -   4,132,834.293 (meters)                     COMP
 LG0420  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 LG0420  ELLIP HEIGHT-         425.53  (meters)          (06/27/02) GPS OBS
 LG0420  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 LG0420  DYNAMIC HT  -         452.321 (meters)    1483.99  (feet)  COMP
 LG0420  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 LG0420
 LG0420  HORZ ORDER  -  FIRST
 LG0420  VERT ORDER  -  FIRST     CLASS II
 LG0420  ELLP ORDER  -  FOURTH    CLASS I
 LG0420
 LG0420.The horizontal coordinates were established by classical geodetic methods
 LG0420.and adjusted by the National Geodetic Survey in August 1997..
 LG0420
 LG0420.The orthometric height was determined by differential leveling
 LG0420.and adjusted by the National Geodetic Survey in June 1991..
 LG0420.WARNING-Repeat measurements at this control monument indicate possible
 LG0420.vertical movement.
 LG0420
 LG0420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0420
 LG0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0420
 LG0420.The ellipsoidal height was determined by GPS observations
 LG0420.and is referenced to NAD 83.
 LG0420
 LG0420.The geoid height was determined by GEOID03.
 LG0420
 LG0420.The dynamic height is computed by dividing the NAVD 88
 LG0420.geopotential number by the normal gravity value computed on the
 LG0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0420.degrees latitude (g = 980.6199 gals.).
 LG0420
 LG0420.The modeled gravity was interpolated from observed gravity values.
 LG0420
 LG0420;                    North         East     Units Scale Factor Converg.
 LG0420;SPC NE       -    94,148.878   744,047.456   MT  0.99977062   +1 54 46.1
 LG0420;UTM  14      - 4,501,016.716   659,503.917   MT  0.99991316   +1 13 44.4
 LG0420
 LG0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0420!SPC NE       -   0.99993325  x   0.99977062  =   0.99970389
 LG0420!UTM  14      -   0.99993325  x   0.99991316  =   0.99984642
 LG0420
 LG0420:                Primary Azimuth Mark                     Grid Az
 LG0420:SPC NE       -  MILFORD MUNICIPAL TANK                   016 07 09.5
 LG0420:UTM  14      -  MILFORD MUNICIPAL TANK                   016 48 11.2
 LG0420
 LG0420|---------------------------------------------------------------------|
 LG0420| PID    Reference Object                     Distance      Geod. Az  |
 LG0420|                                                           dddmmss.s |
 LG0420| LG0764 MILFORD MUNICIPAL TANK              APPROX.15.0 KM 0180155.6 |
 LG0420| LG1298 HAINES RESET                        APPROX.20.3 KM 0865345.7 |
 LG0420| CN8118 CLARK RM 3                           20.898 METERS 08756     |
 LG0420| LG0421 CLARK RM 1                           34.622 METERS 17844     |
 LG0420| LG0790 EXETER TANK                         APPROX.28.6 KM 2695050.8 |
 LG0420| LG0785 FRIEND ST JOSEPHS CHURCH SPIRE      APPROX.14.8 KM 2730232.1 |
 LG0420| LG0786 FRIEND STANDPIPE                    APPROX.14.7 KM 2751114.9 |
 LG0420| LG0742 CLARK AZ MK                                        2880919.4 |
 LG0420| LG1288 CLARK AZ MK 2                                      2892238.7 |
 LG0420| LG0741 CLARK RM 2                           40.928 METERS 30915     |
 LG0420| LG0775 DORCHESTER MUNICIPAL TANK           209.884 METERS 34436     |
 LG0420|---------------------------------------------------------------------|
 LG0420
 LG0420                          SUPERSEDED SURVEY CONTROL
 LG0420
 LG0420  ELLIP H (08/18/97)  425.54   (m)                       GP(       ) 4 1
 LG0420  NAD 83(1986)-  40 38 40.58512(N)    097 06 48.90611(W) AD(       ) 1
 LG0420  NAD 27      -  40 38 40.56500(N)    097 06 47.77100(W) AD(       ) 1
 LG0420  NGVD 29 (??/??/92)  452.410  (m)         1484.28   (f) ADJ UNCH    1 2
 LG0420
 LG0420.Superseded values are not recommended for survey control.
 LG0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0420.See file dsdata.txt to determine how the superseded data were derived.
 LG0420
 LG0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5950401017(NAD 83)
 LG0420_MARKER: DS = TRIANGULATION STATION DISK
 LG0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0420_SP_SET: CONCRETE POST
 LG0420_STAMPING: CLARK 1935
 LG0420_MARK LOGO: CGS   
 LG0420_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0420+STABILITY: SURFACE MOTION
 LG0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0420+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0420
 LG0420  HISTORY     - Date     Condition        Report By
 LG0420  HISTORY     - 1935     MONUMENTED       CGS
 LG0420  HISTORY     - 1940     GOOD             CGS
 LG0420  HISTORY     - 1941     GOOD             CGS
 LG0420  HISTORY     - 1947     GOOD             CGS
 LG0420  HISTORY     - 1961     GOOD             NGS
 LG0420  HISTORY     - 1975     GOOD             NEDR
 LG0420  HISTORY     - 19890315 GOOD             NGS
 LG0420  HISTORY     - 19911008 GOOD             NGS
 LG0420
 LG0420                          STATION DESCRIPTION
 LG0420
 LG0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0420'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 20, T. 8 N.,
 LG0420'R. 3 E., IN THE TOWN OF DORCHESTER ON THE SOUTH SIDE OF THE
 LG0420'RAILROAD TRACKS, ON LAND OWNED BY W.C. CLARK.
 LG0420'
 LG0420'REACHED FROM DORCHESTER POST OFFICE BY GOING SOUTH ON MAIN STREET
 LG0420'FOR 0.15 MILE OR ABOUT 200 FEET PAST THE RAILROAD TRACKS.  MARK
 LG0420'IS SET 3 FEET WEST OF NORTH-SOUTH FENCE, 50 FEET SOUTH OF FENCE
 LG0420'CORNER, AND 28 FEET WEST OF CENTERLINE OF NORTH-AND-SOUTH ROAD
 LG0420'
 LG0420'REFERENCE MARK NO. 1 IS 113.60 FEET (34.624 METERS) SOUTH OF
 LG0420'STATION IN FENCE LINE AND 25 FEET WEST OF CENTERLINE OF
 LG0420'NORTH-SOUTH ROAD.
 LG0420'
 LG0420'REFERENCE MARK NO. 2 IS 134.28 FEET (40.928 METERS) NORTHWEST OF
 LG0420'STATION, 1 FOOT SOUTH OF EAST-WEST FENCE, AND 25 FEET SOUTH OF
 LG0420'CENTERLINE OF EAST-WEST ROAD.
 LG0420'
 LG0420'AZIMUTH MARK IS 0.2 MILE WEST OF STATION IN EAST-WEST FENCE LINE,
 LG0420'AND 25 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD WHICH PARALLELS
 LG0420'RAILROAD TRACKS.
 LG0420'
 LG0420'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LG0420
 LG0420                          STATION RECOVERY (1940)
 LG0420
 LG0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 LG0420'STATION IS IN THE TOWN OF DORCHESTER, IN THE SOUTHWEST QUARTER
 LG0420'SEC. 20, T. 8 N., R. 3 E., ON SOUTH SIDE OF TRACKS, ON LAND OWNED
 LG0420'BY W.C. CLARK.
 LG0420'
 LG0420'TO REACH FROM POST OFFICE AT DORCHESTER, GO SOUTH ON MAIN STREET
 LG0420'FOR 0.15 MILE.  STATION IS 221 FEET SOUTH OF CENTERLINE OF
 LG0420'RAILROAD TRACK, 92 FEET SOUTHWEST OF CENTER OF INTERSECTION OF
 LG0420'T-ROAD TO THE WEST, 34 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 LG0420'ROAD, AND 3.0 FEET SOUTH OF 4- BY 4-INCH WHITE WOODEN POST
 LG0420'PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.8 FOOT, STAMPED CLARK
 LG0420'1935.
 LG0420'
 LG0420'UNDERGROUND STATION MARK, STAMPED CLARK 1935.
 LG0420'
 LG0420'REFERENCE MARK NO. 1 IS 113.60 FEET (34.624 METERS) SOUTH OF
 LG0420'STATION, 325 FEET SOUTH OF CENTERLINE OF RAILROAD TRACK, 30
 LG0420'FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD AND 3.0 FEET SOUTH OF
 LG0420'4- BY 4-INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT
 LG0420'PROJECTS 0.6 FOOT, STAMPED CLARK NO. 1 1935.
 LG0420'
 LG0420'REFERENCE MARK NO. 2 IS 134.28 FEET (40.928 METERS) NORTHWEST OF
 LG0420'STATION, 161 FEET SOUTH OF CENTERLINE OF RAILROAD TRACK, 141
 LG0420'FEET WEST OF CENTER OF INTERSECTION OF T-ROAD, 24 FEET SOUTH OF
 LG0420'CENTERLINE OF EAST-WEST ROAD, AND 3.0 FEET WEST OF 4- BY 4-INCH
 LG0420'WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.6
 LG0420'FOOT, STAMPED CLARK NO. 2 1935.
 LG0420'
 LG0420'AZIMUTH MARK IS 0.2 MILE WEST OF STATION, 160 FEET SOUTH OF
 LG0420'CENTERLINE OF MAIN TRACK, 151 FEET SOUTHWEST OF SOUTHWEST LEG OF
 LG0420'RAILROAD WATER TANK, 27.6 FEET SOUTH OF CENTERLINE OF EAST-WEST
 LG0420'DIRT ROAD WHICH RUNS PARALLEL WITH RAILROAD, AND 3.0 FEET EAST OF
 LG0420'4- BY 4-INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT
 LG0420'PROJECTS 0.8 FOOT, STAMPED CLARK 1935.
 LG0420'
 LG0420'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LG0420
 LG0420                          STATION RECOVERY (1941)
 LG0420
 LG0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (DTG)
 LG0420'DUE TO HIGHWAY CONSTRUCTION, IT WAS NECESSARY TO LOWER REFERENCE
 LG0420'MARK NO. 2 AND REMOVE THE AZIMUTH MARK.  REFERENCE MARK 2 WAS
 LG0420'LOWERED VERTICALLY 2.9 FEET.  THE AZIMUTH MARK 24 FEET TO THE
 LG0420'RIGHT OF STATE ROADS STATION 140 PLUS 00 WAS DESTROYED.
 LG0420'
 LG0420'THE STATION MARK STAMPED CLARK 1935 WAS NOT DISTURBED.
 LG0420
 LG0420                          STATION RECOVERY (1947)
 LG0420
 LG0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0420'THE STATION AND REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND TO BE
 LG0420'IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND AZIMUTH MARK COULD
 LG0420'NOT BE RECOVERED, IT IS BELIEVED THAT THEY HAVE BEEN DESTROYED BY
 LG0420'ROAD CONSTRUCTION.  A REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK
 LG0420'WAS ESTABLISHED.
 LG0420'
 LG0420'A COMPLETE DESCRIPTION FOLLOWS.
 LG0420'
 LG0420'THE STATION IS LOCATED IN THE SOUTH EDGE OF THE TOWN OF DORCHESTER.
 LG0420'74 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 33, 34 FEET WEST
 LG0420'OF THE CENTER OF A GRAVELED ROAD AND 3 FEET SOUTH OF A WITNESS
 LG0420'POST.  IT  PROJECTS 6 INCHES.
 LG0420'IT IS STAMPED CLARK 1935.
 LG0420'
 LG0420'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF A CULTIVATED FIELD,
 LG0420'33 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 10 FEET
 LG0420'SOUTH-SOUTHWEST OF A SMALL BOX ELDER TREE, AND 3 FEET SOUTH OF A
 LG0420'WITNESS POST.  IT PROJECTS 4 INCHES AND
 LG0420'IS STAMPED CLARK NO. 1 1935.
 LG0420'
 LG0420'REFERENCE MARK NO. 3 IS 36 FEET EAST OF THE CENTER OF A GRAVELED
 LG0420'ROAD, 34 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 33, 11
 LG0420'FEET NORTH-NORTHEAST OF A POWER LINE POLE, AND 2 FEET NORTH OF A
 LG0420'FENCE CORNER.  IT PROJECTS 6 INCHES AND
 LG0420'IS STAMPED CLARK NO. 3 1947.
 LG0420'
 LG0420'AZIMUTH MARK IS 0.35 MILE WEST-NORTHWEST OF THE STATION.  96 FEET
 LG0420'NORTH OF THE CENTER OF STATE HIGHWAY NO. 33, 52 FEET SOUTH OF THE
 LG0420'SOUTH RAIL OF A RAILROAD, 4.5 FEET EAST OF A TELEPHONE POLE, AND 2
 LG0420'FEET EAST OF A WITNESS POST.  IT
 LG0420'PROJECTS 6 INCHES AND IS STAMPED CLARK 1947.
 LG0420'
 LG0420'TO REACH THE STATION FROM THE POST OFFICE IN DORCHESTER, GO
 LG0420'SOUTH ON THE MAIN STREET FOR 0.15 MILE, OR ABOUT 200 FEET SOUTH
 LG0420'OF A RAILROAD CROSSING, TO THE STATION AS DESCIRBED.
 LG0420'
 LG0420'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG0420'HIGHWAY NO. 33 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LG0420'DESCRIBED.
 LG0420'
 LG0420'AN 87 FOOT SIGNAL AT ZALESKY 1935 IS VISIBLE AT 10 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT PLUMMER IS VISIBLE AT 50 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 27 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT TABOR IS VISIBLE AT 10 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 37 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT DUBA IS VISIBLE AT 37 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT MILLS IS VISIBLE AT 50 FEET.
 LG0420'
 LG0420'AN 87 FOOT SIGNAL AT EARNEST 1935 IS VISIBLE AT 50 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT MILFORD IS VISIBLE AT 50 FEET.
 LG0420'
 LG0420'A 74 FOOT SIGNAL AT WEST IS VISIBLE AT 24 FEET.
 LG0420'
 LG0420'HEIGHT OF LIGHTS ABOVE STATION, 26 METERS.
 LG0420
 LG0420                          STATION RECOVERY (1961)
 LG0420
 LG0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LG0420'AT DORCHESTER.
 LG0420'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT DORCHESTER,
 LG0420'113.6 FEET NORTH OF REFERENCE MARK 1, 82 FEET SOUTHWEST OF THE
 LG0420'CENTER OF A ROAD CROSSING, 43.8 FEET SOUTH OF A POWER POLE WITH
 LG0420'ONE GUY WIRE, 32.2 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 LG0420'1.4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, 1 FOOT LOWER THAN
 LG0420'THE ROAD CROSSING, SET IN TOP OF A ROUND CONCRETE POST PROJECTING
 LG0420'2 INCHES.
 LG0420
 LG0420                          STATION RECOVERY (1975)
 LG0420
 LG0420'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 LG0420'REFER TO USC AND GS QUAD 400971 PAGE 1011 STATION FOUND IN GOOD
 LG0420'CONDITION AS DESCRIBED.  AZIMUTH MARK SEARCHED FOR BUT NOT
 LG0420'RECOVERED.
 LG0420
 LG0420                          STATION RECOVERY (1989)
 LG0420
 LG0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG0420'THE STATION IS LOCATED IN THE SOUTH EDGE OF DORCHESTER AND SOUTH OF
 LG0420'STATE HIGHWAY 33, IN THE EAST SIDE OF A LARGE CHURCH LAWN, ON THE ROAD
 LG0420'RIGHT-OF-WAY.  ONWERSHIP--NE DEPT OF ROADS.
 LG0420'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DORCHESTER, GO SOUTH
 LG0420'ON WASHINGTON STREET FOR 0.40 KM (0.25 MI) TO ITS JUNCTION WITH STATE
 LG0420'HIGHWAY 33.  CONTINUE AHEAD ACROSS STATE HIGHWAY 33 TO THE STATION ON
 LG0420'THE RIGHT.
 LG0420'THE STATION IS PROJECTING 20 CM AND ABOUT 1.5 M (4.9 FT) BELOW THE
 LG0420'ROAD LEVEL.  IT IS 19.5 M (64.0 FT) SOUTH OF THE APPROXIMATE CENTER OF
 LG0420'THE EASTBOUND LANE, 16.2 M (53.1 FT) NORTH OF THE APPROXIMATE CENTER
 LG0420'OF A GRAVEL DRIVE LEADING TO A CHURCH BULIDING, 11.2 M (36.7 FT) WEST
 LG0420'OF THE APPROXIMATE CENTER OF A DIRT ROAD AND 0.5 M (1.6 FT) SOUTH OF A
 LG0420'METAL WITNESS POST.
 LG0420'DESCRIBED BY R.D.BALL
 LG0420
 LG0420                          STATION RECOVERY (1991)
 LG0420
 LG0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0420'13.5 KM (8.40 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0420'IN CRETE, 26.7 M (87.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 16.0 M
 LG0420'(52.5 FT) NORTH OF THE CENTER OF A DRIVEWAY, 11.8 M (38.7 FT) WEST OF
 LG0420'THE CENTER OF WASHINGTON AVENUE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 LG0420'THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 LG0420'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1738 ***********************************************************************
 NM1738  DESIGNATION -  CLARK
 NM1738  PID         -  NM1738
 NM1738  STATE/COUNTY-  NE/DIXON
 NM1738  USGS QUAD   -  CONCORD (1967)
 NM1738
 NM1738                         *CURRENT SURVEY CONTROL
 NM1738  ___________________________________________________________________
 NM1738* NAD 83(1995)-  42 27 02.04517(N)    096 57 23.83158(W)     ADJUSTED  
 NM1738* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 NM1738  ___________________________________________________________________
 NM1738  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 NM1738  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 NM1738
 NM1738  HORZ ORDER  -  FIRST
 NM1738
 NM1738.The horizontal coordinates were established by classical geodetic methods
 NM1738.and adjusted by the National Geodetic Survey in August 1997..
 NM1738
 NM1738.The orthometric height was scaled from a topographic map.
 NM1738
 NM1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1738
 NM1738.The geoid height was determined by GEOID03.
 NM1738
 NM1738;                    North         East     Units Scale Factor Converg.
 NM1738;SPC NE       -   294,998.061   750,256.693   MT  0.99979465   +2 01 00.6
 NM1738;UTM  14      - 4,701,827.087   668,032.057   MT  0.99994740   +1 22 46.2
 NM1738
 NM1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1738!SPC NE       -   0.99992597  x   0.99979465  =   0.99972063
 NM1738!UTM  14      -   0.99992597  x   0.99994740  =   0.99987337
 NM1738
 NM1738:                Primary Azimuth Mark                     Grid Az
 NM1738:SPC NE       -  CLARK AZ MK                              358 04 57.1
 NM1738:UTM  14      -  CLARK AZ MK                              358 43 11.5
 NM1738
 NM1738|---------------------------------------------------------------------|
 NM1738| PID    Reference Object                     Distance      Geod. Az  |
 NM1738|                                                           dddmmss.s |
 NM1738| CO2879 CLARK AZ MK                                        0000557.7 |
 NM1738| CO2880 CLARK RM 1                                         04609     |
 NM1738| NM1735 ALLEN TANK                          APPROX. 9.8 KM 1123023.6 |
 NM1738| NM1737 ALLEN                               APPROX.14.1 KM 1411635.5 |
 NM1738| CO2881 CLARK RM 2                                         14834     |
 NM1738|---------------------------------------------------------------------|
 NM1738
 NM1738                          SUPERSEDED SURVEY CONTROL
 NM1738
 NM1738  NAD 83(1986)-  42 27 02.05079(N)    096 57 23.82623(W) AD(       ) 1
 NM1738  NAD 27      -  42 27 02.05400(N)    096 57 22.66900(W) AD(       ) 1
 NM1738
 NM1738.Superseded values are not recommended for survey control.
 NM1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1738.See file dsdata.txt to determine how the superseded data were derived.
 NM1738
 NM1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6803201827(NAD 83)
 NM1738_MARKER: DS = TRIANGULATION STATION DISK
 NM1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1738
 NM1738  HISTORY     - Date     Condition        Report By
 NM1738  HISTORY     - 1940     MONUMENTED       CGS
 NM1738  HISTORY     - 1966     MARK NOT FOUND   USGS
 NM1738
 NM1738                          STATION DESCRIPTION
 NM1738
 NM1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1738'STATION CLARK IS 6-1/4 MILES WEST-NORTHWEST OF ALLEN, 3 MILES
 NM1738'NORTHEAST OF DIXON, AND 0.15 MILE SOUTH OF THE NORTHWEST CORNER
 NM1738'OF SEC. 34, T. 29 N., R. 4 E., ON THE WEST SIDE OF A COUNTY
 NM1738'ROAD RIGHT-OF-WAY.
 NM1738'
 NM1738'TO REACH FROM LAUREL GO EAST ON U.S. HIGHWAY 20 FOR 7.4 MILES
 NM1738'AND CONTINUE EAST ON U.S. 20 AT INTERSECTION, WITH STATE
 NM1738'HIGHWAY 116, GO 2.0 MILES AND TURN RIGHT (SOUTH) OFF HIGHWAY
 NM1738'ONTO COUNTY ROAD, GO 0.35 MILE TO AZIMUTH MARK ON EAST SIDE OF
 NM1738'ROAD AT TOP OF SMALL HILL, CONTINUE SOUTH 0.8 MILE TO STATION
 NM1738'ON WEST SIDE OF ROAD AT TOP OF HILL.
 NM1738'
 NM1738'STATION MARK IS AT TOP OF HILL ON COUNTY ROAD RIGHT-OF-WAY,
 NM1738'0.15 MILE SOUTH OF CROSSROADS, 27 FEET WEST OF CENTERLINE OF
 NM1738'ROAD.  2.6 FEET EAST OF FENCE LINE.  2.6 FEET EAST OF WHITE
 NM1738'REFERENCE POST, IS STAMPED CLARK 1940, AND PROJECTS 6 INCHES.
 NM1738'UNDERGROUND MARK IS 36 INCHES BELOW SURFACE.
 NM1738'
 NM1738'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION ACROSS ROAD, ABOUT
 NM1738'LEVEL WITH STATION, 29 FEET EAST OF CENTERLINE OF ROAD, 8 INCHES
 NM1738'WEST OF NORTH-SOUTH RIGHT-OF-WAY FENCE, IS STAMPED CLARK NO.
 NM1738'1 1940, AND PROJECTS 8 INCHES.
 NM1738'
 NM1738'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION ACROSS ROAD,
 NM1738'ABOUT LEVEL WITH STATION, 29 FEET EAST OF CENTERLINE OF ROAD,
 NM1738'6 INCHES WEST OF NORTH-SOUTH RIGHT-OF-WAY FENCE, IS STAMPED
 NM1738'CLARK NO. 2 1940, AND PROJECTS 8 INCHES.
 NM1738'
 NM1738'AZIMUTH MARK IS ABOUT 0.8 MILE NORTH OF STATION, ON SAME
 NM1738'NORTH-SOUTH COUNTY ROAD, 37 FEET EAST OF CENTERLINE OF ROAD,
 NM1738'74 FEET NORTH OF CENTERLINE OF T-LANE LEADING EAST, 5 FEET
 NM1738'SOUTH OF FENCE CORNER, 9 INCHES EAST OF NORTH-SOUTH FENCE LINE,
 NM1738'3.6 FEET SOUTH OF WHITE REFERENCE POST, IS STAMPED CLARK 1940,
 NM1738'AND PROJECTS 4 INCHES.
 NM1738'
 NM1738'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NM1738'DESCRIBED.
 NM1738'
 NM1738'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NM1738
 NM1738                          STATION RECOVERY (1966)
 NM1738
 NM1738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM1738'AZIMUTH MARK WAS SEARCHED FOR, BUT WAS UNABLE TO FIND IT.  BELIEVED
 NM1738'TO BE DESTROYED DUE TO ROAD CONSTRUCTION.
 NM1738'
 NM1738'REVISED DESCRIPTION--AZIMUTH MARK IS ABOUT 0.8 MILE N OF STATION, ON
 NM1738'SAME N-S COUNTY ROAD, 37 FT. E OF CENTER OF T-LANE LEADING E, 5 FT.
 NM1738'S OF FENCE CORNER, 9 INCHES E OF N-S FENCE LINE AND 3.6 FT. S OF
 NM1738'WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1288 ***********************************************************************
 LG1288  DESIGNATION -  CLARK AZ MK 2
 LG1288  PID         -  LG1288
 LG1288  STATE/COUNTY-  NE/SALINE
 LG1288  USGS QUAD   -  DORCHESTER (1964)
 LG1288
 LG1288                         *CURRENT SURVEY CONTROL
 LG1288  ___________________________________________________________________
 LG1288* NAD 83(1986)-  40 38 46.     (N)    097 07 11.     (W)     SCALED    
 LG1288* NAVD 88     -       452.439  (meters)    1484.38   (feet)  ADJUSTED  
 LG1288  ___________________________________________________________________
 LG1288  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 LG1288  DYNAMIC HT  -         452.188 (meters)    1483.55  (feet)  COMP
 LG1288  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 LG1288
 LG1288  VERT ORDER  -  FIRST     CLASS II
 LG1288
 LG1288.The horizontal coordinates were scaled from a topographic map and have
 LG1288.an estimated accuracy of +/- 6 seconds.
 LG1288
 LG1288.The orthometric height was determined by differential leveling
 LG1288.and adjusted by the National Geodetic Survey in May 1993..
 LG1288
 LG1288.The geoid height was determined by GEOID03.
 LG1288
 LG1288.The dynamic height is computed by dividing the NAVD 88
 LG1288.geopotential number by the normal gravity value computed on the
 LG1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1288.degrees latitude (g = 980.6199 gals.).
 LG1288
 LG1288.The modeled gravity was interpolated from observed gravity values.
 LG1288
 LG1288;                    North         East    Units  Estimated Accuracy
 LG1288;SPC NE       -    94,300.      743,520.      MT  (+/- 180 meters Scaled)
 LG1288
 LG1288                          SUPERSEDED SURVEY CONTROL
 LG1288
 LG1288.No superseded survey control is available for this station.
 LG1288
 LG1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL589011(NAD 83)
 LG1288_MARKER: DZ = AZIMUTH MARK DISK
 LG1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1288_SP_SET: CONCRETE POST
 LG1288_STAMPING: CLARK 1947
 LG1288_MARK LOGO: CGS   
 LG1288_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1288+STABILITY: SURFACE MOTION
 LG1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1288+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1288
 LG1288  HISTORY     - Date     Condition        Report By
 LG1288  HISTORY     - 1947     MONUMENTED       CGS
 LG1288  HISTORY     - 19911008 GOOD             NGS
 LG1288
 LG1288                          STATION DESCRIPTION
 LG1288
 LG1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1288'14.2 KM (8.80 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1288'IN CRETE, 75.0 M (246.1 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 LG1288'76 EAST LINK, 26.4 M (86.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.8
 LG1288'SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 2.3 M
 LG1288'(7.5 FT) EAST OF A UTILITY POLE, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 LG1288'THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 LG1288'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1055 ***********************************************************************
 ML1055  DESIGNATION -  CLARK RESET
 ML1055  PID         -  ML1055
 ML1055  STATE/COUNTY-  NE/ANTELOPE
 ML1055  USGS QUAD   -  PARK CHURCH (1985)
 ML1055
 ML1055                         *CURRENT SURVEY CONTROL
 ML1055  ___________________________________________________________________
 ML1055* NAD 83(1995)-  41 58 31.31899(N)    098 17 14.10524(W)     ADJUSTED  
 ML1055* NAVD 88     -       662.0    (meters)    2172.     (feet)  VERTCON   
 ML1055  ___________________________________________________________________
 ML1055  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 ML1055  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 ML1055
 ML1055  HORZ ORDER  -  SECOND
 ML1055
 ML1055.The horizontal coordinates were established by classical geodetic methods
 ML1055.and adjusted by the National Geodetic Survey in August 1997..
 ML1055
 ML1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1055
 ML1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1055
 ML1055.The geoid height was determined by GEOID03.
 ML1055
 ML1055;                    North         East     Units Scale Factor Converg.
 ML1055;SPC NE       -   239,228.310   641,904.249   MT  0.99969211   +1 08 06.1
 ML1055;UTM  14      - 4,647,286.844   559,051.063   MT  0.99964291   +0 28 36.1
 ML1055
 ML1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1055!SPC NE       -   0.99990001  x   0.99969211  =   0.99959215
 ML1055!UTM  14      -   0.99990001  x   0.99964291  =   0.99954295
 ML1055
 ML1055:                Primary Azimuth Mark                     Grid Az
 ML1055:SPC NE       -  AZ TO N EDGE CHIMNEY                     064 03 39.8
 ML1055:UTM  14      -  AZ TO N EDGE CHIMNEY                     064 43 09.8
 ML1055
 ML1055|---------------------------------------------------------------------|
 ML1055| PID    Reference Object                     Distance      Geod. Az  |
 ML1055|                                                           dddmmss.s |
 ML1055| CN7779 AZ TO N EDGE CHIMNEY                               0651145.9 |
 ML1055|---------------------------------------------------------------------|
 ML1055
 ML1055                          SUPERSEDED SURVEY CONTROL
 ML1055
 ML1055  NAD 83(1986)-  41 58 31.32352(N)    098 17 14.11169(W) AD(       ) 2
 ML1055  NAD 27      -  41 58 31.29500(N)    098 17 12.85600(W) AD(       ) 2
 ML1055  NGVD 29 (07/19/86)  661.8    (m)         2171.     (f) VERT ANG       
 ML1055
 ML1055.Superseded values are not recommended for survey control.
 ML1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1055.See file dsdata.txt to determine how the superseded data were derived.
 ML1055
 ML1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5905147287(NAD 83)
 ML1055_MARKER: DS = TRIANGULATION STATION DISK
 ML1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ML1055
 ML1055  HISTORY     - Date     Condition        Report By
 ML1055  HISTORY     - 1973     MONUMENTED       NGS
 ML1055
 ML1055                          STATION DESCRIPTION
 ML1055
 ML1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 ML1055'THE UNDERGROUND STATION MARK WAS RECOVERED AND FOUND IN GOOD
 ML1055'CONDITION.  THE SURFACE STATION MARK AND REFERENCE MARK 1 HAD BEEN
 ML1055'HIT BY FARM MACHINERY AND WERE OUT OF POSITION.  REFERENCE MARK 2
 ML1055'HAD BEEN RESET BY THE PROPERTY OWNER DUE EAST OF THE STATION
 ML1055'AND COULD NOT BE FOUND THIS DATE.  BEING THE AREA WAS PUT UNDER
 ML1055'CULTIVATION THE PROPERTY OWNER REQUESTED THE STATION MARK
 ML1055'LOWERED AND REFERENCE MARK 1 REMOVED.  THE SURFACE STATION
 ML1055'MARK WAS LOWERED AND REFERENCE MARK 3 AND REFERENCE MARK 4
 ML1055'WERE ESTABLISHED AND REFERENCE MARK 1 MONUMENT WAS REMOVED.
 ML1055'
 ML1055'A NEW COMPLETE DESCRIPTION FOLLOWS--
 ML1055'
 ML1055'THE STATION IS LOCATED ABOUT 10 MILES WEST OF ELGIN, 0.8 MILE
 ML1055'SOUTH AND 0.5 MILE WEST OF PARK CENTER RURAL SCHOOL, ABOUT 0.3
 ML1055'MILE SOUTH AND 0.5 MILE WEST OF PARK CEMETERY, IN THE SOUTHWEST
 ML1055'QUARTER OF SECTION 7, T 23 N, R 8 W, IN FIELD UNDER CULTIVATION
 ML1055'OWNED BY MR. BERNARD CLARK WHO LIVES ACROSS THE HIGHWAY FROM THE
 ML1055'PARK CENTER SCHOOL MENTIONED ABOVE.
 ML1055'
 ML1055'TO REACH THE STATION FROM ELGIN, GO WEST ON STATE HIGHWAY 70 FOR
 ML1055'10.7 MILES TO PARK CENTER SCHOOL ON THE RIGHT AND A SIDE ROAD ON
 ML1055'THE LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE
 ML1055'TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE
 ML1055'TRACK ROAD FOR 0.55 MILE TO A HOUSE AND DRIVEWAY ON THE RIGHT.
 ML1055'TURN RIGHT AT DRIVEWAY AND ENTER FIELD, THEN TURN RIGHT AND
 ML1055'FOLLOW FIELD ROAD EAST AND NORTH FOR 0.15 MILE TO AN EAST-WEST
 ML1055'ROW OF TREES AND A FENCE LEADING WEST.  CONTINUE NORTH ON
 ML1055'FIELD ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.  NOTE--IF
 ML1055'COMING IN FROM THE WEST, LEAVE U.S. HIGHWAY 281 AT THE
 ML1055'JUNCTION OF STATE HIGHWAY 70, (34 MILES SOUTH OF O NEILL) GO
 ML1055'EAST ON HIGHWAY 70 FOR 14.0 MILES TO THE PARK CENTER
 ML1055'SCHOOL THEN AS ABOVE.
 ML1055'
 ML1055'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CLARK
 ML1055'1900 1973, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 ML1055'MONUMENT THAT IS 16 INCHES BELOW THE GROUND SURFACE.  IT IS 76.8
 ML1055'FEET NORTHWEST OF THE METAL WITNESS POST SET AT REFERENCE MARK 4
 ML1055'AND 28.5 FEET WEST OF A METAL WITNESS POST IN A NORTH-SOUTH
 ML1055'FENCE LINE AT REFERENCE MARK 3.  THE UNDERGROUND STATION MARK
 ML1055'IS ABOUT 30 INCHES BELOW THE GROUND SURFACE AND IS A STANDARD
 ML1055'DISK IN CONCRETE.
 ML1055'
 ML1055'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CLARK 1900 NO 3 1973,
 ML1055'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A
 ML1055'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE
 ML1055'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 6 INCHES SOUTH
 ML1055'OF THE METAL WITNESS POST AND 6 INCHES WEST OF THE NORTH-SOUTH
 ML1055'FENCE.
 ML1055'
 ML1055'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CLARK 1900 NO 4
 ML1055'1973, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 ML1055'IS FLUSH WITH THE GROUND SURFACE.  IT IS 6 INCHES NORTH OF THE
 ML1055'METAL WITNESS POST AND 6 INCHES WEST OF THE NORTH-SOUTH FENCE.
 ML1055'
 ML1055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 ML1055'WEST OF ELGIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0421 ***********************************************************************
 LG0421  DESIGNATION -  CLARK RM 1
 LG0421  PID         -  LG0421
 LG0421  STATE/COUNTY-  NE/SALINE
 LG0421  USGS QUAD   -  DORCHESTER (1964)
 LG0421
 LG0421                         *CURRENT SURVEY CONTROL
 LG0421  ___________________________________________________________________
 LG0421* NAD 83(1986)-  40 38 40.     (N)    097 06 48.     (W)     SCALED    
 LG0421* NAVD 88     -       452.249  (meters)    1483.75   (feet)  ADJUSTED  
 LG0421  ___________________________________________________________________
 LG0421  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 LG0421  DYNAMIC HT  -         451.998 (meters)    1482.93  (feet)  COMP
 LG0421  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 LG0421
 LG0421  VERT ORDER  -  FIRST     CLASS II
 LG0421
 LG0421.The horizontal coordinates were scaled from a topographic map and have
 LG0421.an estimated accuracy of +/- 6 seconds.
 LG0421
 LG0421.The orthometric height was determined by differential leveling
 LG0421.and adjusted by the National Geodetic Survey in June 1991..
 LG0421.WARNING-Repeat measurements at this control monument indicate possible
 LG0421.vertical movement.
 LG0421
 LG0421.The geoid height was determined by GEOID03.
 LG0421
 LG0421.The dynamic height is computed by dividing the NAVD 88
 LG0421.geopotential number by the normal gravity value computed on the
 LG0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0421.degrees latitude (g = 980.6199 gals.).
 LG0421
 LG0421.The modeled gravity was interpolated from observed gravity values.
 LG0421
 LG0421;                    North         East    Units  Estimated Accuracy
 LG0421;SPC NE       -    94,130.      744,070.      MT  (+/- 180 meters Scaled)
 LG0421
 LG0421                          SUPERSEDED SURVEY CONTROL
 LG0421
 LG0421  NGVD 29 (??/??/92)  452.087  (m)         1483.22   (f) ADJ UNCH    1 2
 LG0421
 LG0421.Superseded values are not recommended for survey control.
 LG0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0421.See file dsdata.txt to determine how the superseded data were derived.
 LG0421
 LG0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL595009(NAD 83)
 LG0421_MARKER: DR = REFERENCE MARK DISK
 LG0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0421_STAMPING: CLARK NO 1 1935
 LG0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0421+STABILITY: SURFACE MOTION
 LG0421
 LG0421  HISTORY     - Date     Condition        Report By
 LG0421  HISTORY     - 1935     MONUMENTED       CGS
 LG0421  HISTORY     - 1961     GOOD             NGS
 LG0421  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0421
 LG0421                          STATION DESCRIPTION
 LG0421
 LG0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0421'AT DORCHESTER.
 LG0421'0.2 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT DORCHESTER,
 LG0421'113.6 FEET SOUTH OF THE STREET, 26.3 FEET WEST OF THE CENTER OF
 LG0421'A GRAVEL ROAD, 2 FEET HIGHER THAN THE ROAD, 2.6 FEET SOUTH OF A
 LG0421'WOODEN WITNESS POST, SET IN TOP OF A ROUND CONCRETE POST, PROJECTING
 LG0421'1.6 FEET ON THE EAST SIDE.
 LG0421
 LG0421                          STATION RECOVERY (1991)
 LG0421
 LG0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0421'THE DESCRIBED AREA IS NOW RESIDENTIAL.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1921 ***********************************************************************
 MK1921  DESIGNATION -  CLARKS ELEV
 MK1921  PID         -  MK1921
 MK1921  STATE/COUNTY-  NE/MERRICK
 MK1921  USGS QUAD   -  CLARKS (1962)
 MK1921
 MK1921                         *CURRENT SURVEY CONTROL
 MK1921  ___________________________________________________________________
 MK1921* NAD 83(1995)-  41 12 49.71685(N)    097 50 20.47544(W)     ADJUSTED  
 MK1921* NAVD 88     -       544.2    (meters)    1785.     (feet)  VERTCON   
 MK1921  ___________________________________________________________________
 MK1921  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 MK1921  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 MK1921
 MK1921  HORZ ORDER  -  SECOND
 MK1921
 MK1921.The horizontal coordinates were established by classical geodetic methods
 MK1921.and adjusted by the National Geodetic Survey in August 1997..
 MK1921
 MK1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1921
 MK1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1921
 MK1921.The geoid height was determined by GEOID03.
 MK1921
 MK1921;                    North         East     Units Scale Factor Converg.
 MK1921;SPC NE       -   155,532.250   681,147.175   MT  0.99967151   +1 25 55.5
 MK1921;UTM  14      - 4,563,142.190   597,324.800   MT  0.99971657   +0 45 54.0
 MK1921
 MK1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1921!SPC NE       -   0.99991861  x   0.99967151  =   0.99959015
 MK1921!UTM  14      -   0.99991861  x   0.99971657  =   0.99963520
 MK1921
 MK1921:                Primary Azimuth Mark                     Grid Az
 MK1921:SPC NE       -  ARCHER                                   251 42 00.6
 MK1921:UTM  14      -  ARCHER                                   252 22 02.1
 MK1921
 MK1921|---------------------------------------------------------------------|
 MK1921| PID    Reference Object                     Distance      Geod. Az  |
 MK1921|                                                           dddmmss.s |
 MK1921| ML1076 ARCHER                              APPROX.25.1 KM 2530756.1 |
 MK1921|---------------------------------------------------------------------|
 MK1921
 MK1921                          SUPERSEDED SURVEY CONTROL
 MK1921
 MK1921  NAD 83(1986)-  41 12 49.72484(N)    097 50 20.47878(W) AD(       ) 2
 MK1921  NAD 27      -  41 12 49.67140(N)    097 50 19.27530(W) AD(       ) 2
 MK1921  NGVD 29 (07/19/86)  544.0    (m)         1785.     (f) VERT ANG       
 MK1921
 MK1921.Superseded values are not recommended for survey control.
 MK1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1921.See file dsdata.txt to determine how the superseded data were derived.
 MK1921
 MK1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9732563142(NAD 83)
 MK1921_MARKER: DD = SURVEY DISK
 MK1921_SETTING: 0 = UNSPECIFIED SETTING
 MK1921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1921
 MK1921  HISTORY     - Date     Condition        Report By
 MK1921  HISTORY     - 1966     MONUMENTED       BOR
 MK1921
 MK1921                          STATION DESCRIPTION
 MK1921
 MK1921'DESCRIBED BY US BUREAU OF RECLAMATION 1966 (COP)
 MK1921'STATION IS LOCATED ON TOP OF THE GRAIN ELEVATOR THAT IS LOCATED
 MK1921'IN THE SMALL VILLAGE OF CLARKS.  THE STATION IS MARKED BY A
 MK1921'STANDARD BUREAU OF RECLAMATION SURVEY DISK.  THE DISK IS ATTACHED
 MK1921'TO THE CEMENT ROOF OF THE ELEVATOR WITH METAL SCREWS.  THE DISK
 MK1921'IS STAMPED CLARKS ELEV.  IT IS 14.4 FEET SOUTHEAST OF THE
 MK1921'NORTHWEST CORNER OF ELEVATOR SHAFT, 13.7 FEET SOUTHWEST OF THE
 MK1921'NORTHEAST CORNER OF ELEVATOR SHAFT AND 3.42 FEET NORTH OF THE
 MK1921'CENTER OF BLOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1922 ***********************************************************************
 MK1922  DESIGNATION -  CLARKS MUNICIPAL TANK
 MK1922  PID         -  MK1922
 MK1922  STATE/COUNTY-  NE/MERRICK
 MK1922  USGS QUAD   -  CLARKS (1962)
 MK1922
 MK1922                         *CURRENT SURVEY CONTROL
 MK1922  ___________________________________________________________________
 MK1922* NAD 83(1995)-  41 13 00.71418(N)    097 50 11.73400(W)     ADJUSTED  
 MK1922* NAVD 88     -                                                        
 MK1922  ___________________________________________________________________
 MK1922  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 MK1922  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 MK1922
 MK1922  HORZ ORDER  -  THIRD
 MK1922
 MK1922.The horizontal coordinates were established by classical geodetic methods
 MK1922.and adjusted by the National Geodetic Survey in August 1997..
 MK1922
 MK1922
 MK1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1922
 MK1922.The geoid height was determined by GEOID03.
 MK1922
 MK1922;                    North         East     Units Scale Factor Converg.
 MK1922;SPC NE       -   155,876.385   681,342.192   MT  0.99967125   +1 26 01.3
 MK1922;UTM  14      - 4,563,484.046   597,523.820   MT  0.99971705   +0 45 59.9
 MK1922
 MK1922                          SUPERSEDED SURVEY CONTROL
 MK1922
 MK1922  NAD 83(1986)-  41 13 00.72116(N)    097 50 11.73847(W) AD(       ) 4
 MK1922  NAD 27      -  41 13 00.67200(N)    097 50 10.53400(W) AD(       ) 3
 MK1922
 MK1922.Superseded values are not recommended for survey control.
 MK1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1922.See file dsdata.txt to determine how the superseded data were derived.
 MK1922
 MK1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9752463484(NAD 83)
 MK1922_MARKER: 53 = ELEVATED TANK
 MK1922
 MK1922  HISTORY     - Date     Condition        Report By
 MK1922  HISTORY     - 1950     FIRST OBSERVED   CGS
 MK1922
 MK1922                          STATION DESCRIPTION
 MK1922
 MK1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1922'THIS STATION IS LOCATED ABOUT 1 BLOCK EAST-NORTHEAST OF THE
 MK1922'POST OFFICE IN CLARKS.  IT IS A 4 LEGGED STEEL STRUCTURE, 35 FEET
 MK1922'SQUARE AT THE BASE, 125 FEET HIGH, AND IS PAINTED SILVER.
 MK1922'
 MK1922'THE POINT INTERSECTED WAS THE BALL FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0603 ***********************************************************************
 NP0603  DESIGNATION -  CLAUDE
 NP0603  PID         -  NP0603
 NP0603  STATE/COUNTY-  NE/SHERIDAN
 NP0603  USGS QUAD   -  RUSHVILLE (1966)
 NP0603
 NP0603                         *CURRENT SURVEY CONTROL
 NP0603  ___________________________________________________________________
 NP0603* NAD 83(1995)-  42 37 56.57915(N)    102 27 31.48009(W)     ADJUSTED  
 NP0603* NAVD 88     -      1178.8    (meters)    3867.     (feet)  VERTCON   
 NP0603  ___________________________________________________________________
 NP0603  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 NP0603  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 NP0603
 NP0603  HORZ ORDER  -  SECOND
 NP0603
 NP0603.The horizontal coordinates were established by classical geodetic methods
 NP0603.and adjusted by the National Geodetic Survey in August 1997..
 NP0603
 NP0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0603
 NP0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0603
 NP0603.The geoid height was determined by GEOID03.
 NP0603
 NP0603;                    North         East     Units Scale Factor Converg.
 NP0603;SPC NE       -   313,653.256   298,377.490   MT  0.99985226   -1 37 45.8
 NP0603;UTM  13      - 4,723,123.683   708,369.864   MT  1.00013421   +1 43 18.4
 NP0603
 NP0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0603!SPC NE       -   0.99981801  x   0.99985226  =   0.99967029
 NP0603!UTM  13      -   0.99981801  x   1.00013421  =   0.99995219
 NP0603
 NP0603|---------------------------------------------------------------------|
 NP0603| PID    Reference Object                     Distance      Geod. Az  |
 NP0603|                                                           dddmmss.s |
 NP0603| NP0606 C 26                                 17.453 METERS 18000     |
 NP0603| NP0604 RUSHVILLE MUNICIPAL WATER TANK      APPROX. 9.9 KM 3575205.0 |
 NP0603| CP9025 CLAUDE RM 1                          17.031 METERS 35939     |
 NP0603|---------------------------------------------------------------------|
 NP0603
 NP0603                          SUPERSEDED SURVEY CONTROL
 NP0603
 NP0603  NAD 83(1995)-  42 37 56.57645(N)    102 27 31.48089(W) AD(       ) 2
 NP0603  NAD 83(1986)-  42 37 56.57046(N)    102 27 31.47905(W) AD(       ) 2
 NP0603  NAD 27      -  42 37 56.62283(N)    102 27 29.82938(W) AD(       ) 2
 NP0603  NGVD 29 (07/19/86) 1178.3    (m)         3866.     (f) VERT ANG       
 NP0603
 NP0603.Superseded values are not recommended for survey control.
 NP0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0603.See file dsdata.txt to determine how the superseded data were derived.
 NP0603
 NP0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0837023124(NAD 83)
 NP0603_MARKER: DD = SURVEY DISK
 NP0603_SETTING: 0 = UNSPECIFIED SETTING
 NP0603
 NP0603  HISTORY     - Date     Condition        Report By
 NP0603  HISTORY     - 1968     MONUMENTED       USGS
 NP0603
 NP0603                          STATION DESCRIPTION
 NP0603
 NP0603'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0603'THE STATION IS ABOUT 6.0 MI S. OF RUSHVILLE, NEAR THE S.
 NP0603'SIXTEENTH COR. BETWEEN SECS. 26 AND 27, T. 31 N., R. 44 W.,
 NP0603'39 FT W. OF CENTER OF STATE HWY. 250, ON CREST OF HILL.
 NP0603'
 NP0603'TO REACH FROM THE INTERSECTION OF U.S. HWY. 20 AND STATE HWY.
 NP0603'250 IN RUSHVILLE, GO S. ON STATE HWY. 250 FOR 6.0 MI TO CREST
 NP0603'OF HIGHEST HILL IN VICINITY ON STATE HWY. 250 AND STATION ON
 NP0603'RIGHT.
 NP0603'
 NP0603'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0603'COATED RODS, SET IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED
 NP0603'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET CLAUDE 1968
 NP0603'S. AND 39 FT W. OF CENTER OF HWY. AT FENCE E., 17 FT N. AND 2
 NP0603'FT E. OF A TELEPHONE POLE, 2 FT E. OF W. RIGHT-OF-WAY FENCE,
 NP0603'THE MARK IS FLUSH WITH THE GROUND.
 NP0603'
 NP0603'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON COPPER
 NP0603'COATED RODS, SET IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED
 NP0603'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED CLAUDE NO 1 1968
 NP0603'IS N. OF THE STATION, 39 FT W. OF CENTER OF HWY., 2 FT E.
 NP0603'OF N.-S. FENCE LINE, THE MARK IS FLUSH WITH THE GROUND.
 NP0603'
 NP0603'(REVISED DESCRIPTION OF C 26 1946)
 NP0603'
 NP0603'REFERENCE MARK NO. 2 = C 26 1946 IS S. OF STATION.  RUSHVILLE,
 NP0603'6.0 MI S. OF A LONG SEC. LINE RD. NEAR THE S. SIXTEENTH COR.
 NP0603'BETWEEN SECS. 26 AND 27, 39 FT W. OF CENTER OF STATE HWY.
 NP0603'250, 2 FT E. OF N.-S. FENCE LINE, 298 FT S. AND 80 FT W. OF A
 NP0603'T-FENCE E., ON CREST OF HILL, IN CONCRETE POST.  STANDARD
 NP0603'TABLET STAMPED C 26 1946.
 NP0603'
 NP0603'NO AZIMUTH MARK SET.
 NP0603'
 NP0603'REFERENCE AZIMUTH USED - RUSHVILLE MWT.
 NP0603'
 NP0603'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2010 ***********************************************************************
 MK2010  DESIGNATION -  CLAUDE
 MK2010  PID         -  MK2010
 MK2010  STATE/COUNTY-  NE/SAUNDERS
 MK2010  USGS QUAD   -  ASHLAND EAST (1983)
 MK2010
 MK2010                         *CURRENT SURVEY CONTROL
 MK2010  ___________________________________________________________________
 MK2010* NAD 83(1995)-  41 01 48.73080(N)    096 20 59.07279(W)     ADJUSTED  
 MK2010* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 MK2010  ___________________________________________________________________
 MK2010  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MK2010  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 MK2010
 MK2010  HORZ ORDER  -  SECOND
 MK2010
 MK2010.The horizontal coordinates were established by classical geodetic methods
 MK2010.and adjusted by the National Geodetic Survey in August 1997..
 MK2010
 MK2010.The orthometric height was scaled from a topographic map.
 MK2010
 MK2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2010
 MK2010.The geoid height was determined by GEOID03.
 MK2010
 MK2010;                    North         East     Units Scale Factor Converg.
 MK2010;SPC NE       -   139,361.314   806,789.405   MT  0.99969283   +2 25 08.5
 MK2010;UTM  14      - 4,545,493.838   722,800.066   MT  1.00021099   +1 44 25.8
 MK2010
 MK2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2010!SPC NE       -   0.99994513  x   0.99969283  =   0.99963798
 MK2010!UTM  14      -   0.99994513  x   1.00021099  =   1.00015611
 MK2010
 MK2010|---------------------------------------------------------------------|
 MK2010| PID    Reference Object                     Distance      Geod. Az  |
 MK2010|                                                           dddmmss.s |
 MK2010| CL6231 CLAUDE RM 1                          19.935 METERS 12917     |
 MK2010| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.38.4 KM 2301128.5 |
 MK2010| CL6232 CLAUDE RM 2                          43.805 METERS 24336     |
 MK2010|---------------------------------------------------------------------|
 MK2010
 MK2010                          SUPERSEDED SURVEY CONTROL
 MK2010
 MK2010  NAD 83(1986)-  41 01 48.74257(N)    096 20 59.07551(W) AD(       ) 2
 MK2010  NAD 27      -  41 01 48.73957(N)    096 20 58.00714(W) AD(       ) 2
 MK2010
 MK2010.Superseded values are not recommended for survey control.
 MK2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2010.See file dsdata.txt to determine how the superseded data were derived.
 MK2010
 MK2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2280045494(NAD 83)
 MK2010_MARKER: DD = SURVEY DISK
 MK2010_SETTING: 0 = UNSPECIFIED SETTING
 MK2010
 MK2010  HISTORY     - Date     Condition        Report By
 MK2010  HISTORY     - 1967     MONUMENTED       USGS
 MK2010
 MK2010                          STATION DESCRIPTION
 MK2010
 MK2010'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2010'THE STATION IS LOCATED ABOUT 1.0 MI S. AND 1.0 MI E. OF ASHLAND,
 MK2010'T. 12 N., R. 9 E., NEAR THE SE. COR. SECS. 1, 45 FT N., 62 FT
 MK2010'E. OF CENTER OF T-DRIVE SSW. TO RADIO MAST.
 MK2010'
 MK2010'TO REACH THE STATION FROM THE POST OFFICE IN ASHLAND, GO E. ALONG
 MK2010'SILVER ST. AND CITY RT. U.S. 6 FOR 0.65 MI TO U.S. HWY. 6, TURN
 MK2010'RIGHT (S.) AND GO ALONG U.S. HWY. 6 FOR 0.2 MI TO 7TH ST., TURN
 MK2010'LEFT (SE.) AND GO ALONG 7TH ST. 0.9 MI TO STATION ON LEFT (N.)
 MK2010'AND RADIO MAST ON RIGHT (S.).
 MK2010'
 MK2010'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK2010'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2010'12 IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2010'
 MK2010'THE STATION MARK IS STAMPED ET CLAUDE 1967.
 MK2010'
 MK2010'REFERENCE MARK 1 IS SE. OF THE STATION, 116 FT DUE E. OF CENTER
 MK2010'OF T-DRIVE SSW. TO RADIO MAST, STAMPED CLAUDE NO 1 1967.
 MK2010'
 MK2010'REFERENCE MARK 2 IS SW. OF THE STATION, 14 FT S., 60 FT W. OF
 MK2010'CENTER OF T-DRIVE SSW. TO RADIO MAST, STAMPED CLAUDE NO 2 1967.
 MK2010'
 MK2010'AZIMUTH MARK - NONE SET.
 MK2010'
 MK2010'REFERENCE AZIMUTH OBSERVED TO CAPITOL DOME IN LINCOLN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1113 ***********************************************************************
 ML1113  DESIGNATION -  CLAY
 ML1113  PID         -  ML1113
 ML1113  STATE/COUNTY-  NE/SHERMAN
 ML1113  USGS QUAD   -  RAVENNA NW (1953)
 ML1113
 ML1113                         *CURRENT SURVEY CONTROL
 ML1113  ___________________________________________________________________
 ML1113* NAD 83(1995)-  41 10 13.06045(N)    098 58 18.81266(W)     ADJUSTED  
 ML1113* NAVD 88     -       682.     (meters)    2238.     (feet)  SCALED    
 ML1113  ___________________________________________________________________
 ML1113  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 ML1113  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 ML1113
 ML1113  HORZ ORDER  -  THIRD
 ML1113
 ML1113.The horizontal coordinates were established by classical geodetic methods
 ML1113.and adjusted by the National Geodetic Survey in August 1997..
 ML1113
 ML1113.The orthometric height was scaled from a topographic map.
 ML1113
 ML1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1113
 ML1113.The geoid height was determined by GEOID03.
 ML1113
 ML1113;                    North         East     Units Scale Factor Converg.
 ML1113;SPC NE       -   148,949.933   586,246.987   MT  0.99967565   +0 40 52.8
 ML1113;UTM  14      - 4,557,662.035   502,357.797   MT  0.99960007   +0 01 06.6
 ML1113
 ML1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1113!SPC NE       -   0.99989676  x   0.99967565  =   0.99957244
 ML1113!UTM  14      -   0.99989676  x   0.99960007  =   0.99949687
 ML1113
 ML1113|---------------------------------------------------------------------|
 ML1113| PID    Reference Object                     Distance      Geod. Az  |
 ML1113|                                                           dddmmss.s |
 ML1113| CN8123 CLAY RM 1                            10.558 METERS 00425     |
 ML1113| ML1116 L 1 13                              APPROX.15.6 KM 0145902.6 |
 ML1113| CN8124 CLAY RM 2                             9.106 METERS 27157     |
 ML1113| CN8122 CLAY AZ MK                                         3035123.3 |
 ML1113|---------------------------------------------------------------------|
 ML1113
 ML1113                          SUPERSEDED SURVEY CONTROL
 ML1113
 ML1113  NAD 83(1986)-  41 10 13.06803(N)    098 58 18.81600(W) AD(       ) 3
 ML1113  NAD 27      -  41 10 13.02900(N)    098 58 17.50800(W) AD(       ) 3
 ML1113
 ML1113.Superseded values are not recommended for survey control.
 ML1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1113.See file dsdata.txt to determine how the superseded data were derived.
 ML1113
 ML1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0235857662(NAD 83)
 ML1113_MARKER: DS = TRIANGULATION STATION DISK
 ML1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1113
 ML1113  HISTORY     - Date     Condition        Report By
 ML1113  HISTORY     - 1951     MONUMENTED       CGS
 ML1113  HISTORY     - 1964     GOOD             CGS
 ML1113
 ML1113                          STATION DESCRIPTION
 ML1113
 ML1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1113'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH OF LOUP CITY,
 ML1113'8.0 MILES WEST-NORTHWEST OF ROCKVILLE AND 0.25 MILE EAST OF
 ML1113'STATE HIGHWAY 10.  IT IS ON THE NORTH SIDE OF A DIRT ROAD AND
 ML1113'ON A HIGH BANK WHERE ROAD IS CUT THROUGH HILL, 14.0 FEET NORTH
 ML1113'OF WHERE THE BANK DROPS OFF SHARP TO THE SOUTH AND 8.0 FEET NORTH
 ML1113'OF A EAST-WEST FENCE LINE.  IT IS STAMPED CLAY 1951 AND IS SET
 ML1113'FLUSH.
 ML1113'
 ML1113'REFERENCE MARK NO. 1 IS 51 FEET NORTH OF WHERE BANK DROPS OFF
 ML1113'SHARP TO THE SOUTH AND 43.0 FEET NORTH OF EAST-WEST FENCE
 ML1113'LINE.  IT IS SET FLUSH AND STAMPED CLAY NO 1 1951.
 ML1113'
 ML1113'REFERENCE MARK NO. 2 IS 19.0 FEET WEST OF A POWERLINE POLE,
 ML1113'16.0 FEET NORTH OF WHERE BANK DROPS OFF SHARP TO THE SOUTH
 ML1113'AND 8.0 FEET NORTH OF EAST-WEST FENCE LINE.  IT IS SET FLUSH
 ML1113'AND IS STAMPED CLAY NO 2 1951.
 ML1113'
 ML1113'THE AZIMUTH MARK IS 80.0 FEET NORTH OF THE CENTER OF A FARM
 ML1113'LANE, 30.0 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 10, 2.0
 ML1113'FEET SOUTH OF A POWERLINE POLE AND 2.0 FEET SOUTH-WEST
 ML1113'OF THE WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED CLAY
 ML1113'1951.
 ML1113'
 ML1113'TO REACH THE STATION FROM THE DEPOT AND OVERPASS IN RAVENNA GO
 ML1113'NORTH ON STATE HIGHWAY 68 FOR 1.6 MILES TO THE JUNCTION WITH
 ML1113'STATE HIGHWAY 45, TURN LEFT ON STATE HIGHWAY 45 FOR 3.4 MILES
 ML1113'TO THE JUNCTION WITH STATE HIGHWAY 10, TURN RIGHT FOR 8.5 MILES
 ML1113'TO A SIDE ROAD AND SMALL CEMETERY ON THE RIGHT.  (CONTINUE
 ML1113'NORTH ON STATE HIGHWAY 10 FOR 0.15 MILE TO FARM LANE AND AZIMUTH
 ML1113'MARK ON THE LEFT AS DESCRIBED.) TURN RIGHT, EAST ON DIRT ROAD
 ML1113'ALONG NORTH SIDE OF CEMETERY FOR 0.25 MILE TO THE STATION ON
 ML1113'THE LEFT AS DESCRIBED.
 ML1113
 ML1113                          STATION RECOVERY (1964)
 ML1113
 ML1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 ML1113'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ML1113'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK.  IT COULD NOT BE
 ML1113'RECOVERED AND SHOULD BE LISTED AS DESTROYED BECAUSE STATE HIGHWAY
 ML1113'10 HAS BEEN WIDENED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0719 ***********************************************************************
 NN0719  DESIGNATION -  CLAY
 NN0719  PID         -  NN0719
 NN0719  STATE/COUNTY-  NE/HOLT
 NN0719  USGS QUAD   -  NAPER SW (1951)
 NN0719
 NN0719                         *CURRENT SURVEY CONTROL
 NN0719  ___________________________________________________________________
 NN0719* NAD 83(1995)-  42 48 42.69871(N)    099 11 52.62459(W)     ADJUSTED  
 NN0719* NAVD 88     -       591.     (meters)    1939.     (feet)  SCALED    
 NN0719  ___________________________________________________________________
 NN0719  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 NN0719  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 NN0719
 NN0719  HORZ ORDER  -  THIRD
 NN0719
 NN0719.The horizontal coordinates were established by classical geodetic methods
 NN0719.and adjusted by the National Geodetic Survey in August 1997..
 NN0719
 NN0719.The orthometric height was scaled from a topographic map.
 NN0719
 NN0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0719
 NN0719.The geoid height was determined by GEOID03.
 NN0719
 NN0719;                    North         East     Units Scale Factor Converg.
 NN0719;SPC NE       -   331,025.790   565,592.768   MT  0.99991915   +0 31 53.5
 NN0719;UTM  14      - 4,739,941.596   483,816.175   MT  0.99960322   -0 08 04.3
 NN0719
 NN0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0719!SPC NE       -   0.99991114  x   0.99991915  =   0.99983030
 NN0719!UTM  14      -   0.99991114  x   0.99960322  =   0.99951439
 NN0719
 NN0719:                Primary Azimuth Mark                     Grid Az
 NN0719:SPC NE       -  CLAY AZ MK                               088 18 34.5
 NN0719:UTM  14      -  CLAY AZ MK                               088 58 32.3
 NN0719
 NN0719|---------------------------------------------------------------------|
 NN0719| PID    Reference Object                     Distance      Geod. Az  |
 NN0719|                                                           dddmmss.s |
 NN0719| CO2885 CLAY AZ MK                                         0885028.0 |
 NN0719| CO2886 CLAY RM 1                            15.335 METERS 17528     |
 NN0719| CO2887 CLAY RM 2                             6.234 METERS 27757     |
 NN0719|---------------------------------------------------------------------|
 NN0719
 NN0719                          SUPERSEDED SURVEY CONTROL
 NN0719
 NN0719  NAD 83(1986)-  42 48 42.70524(N)    099 11 52.63245(W) AD(       ) 3
 NN0719  NAD 27      -  42 48 42.70300(N)    099 11 51.27000(W) AD(       ) 3
 NN0719
 NN0719.Superseded values are not recommended for survey control.
 NN0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0719.See file dsdata.txt to determine how the superseded data were derived.
 NN0719
 NN0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN8381639942(NAD 83)
 NN0719_MARKER: DS = TRIANGULATION STATION DISK
 NN0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0719
 NN0719  HISTORY     - Date     Condition        Report By
 NN0719  HISTORY     - 1949     MONUMENTED       CGS
 NN0719
 NN0719                          STATION DESCRIPTION
 NN0719
 NN0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0719'THE STATION IS LOCATED ABOUT 14-3/4 MILES NORTH AND 2-1/2
 NN0719'MILES WEST OF STUART, 0.9 MILE SOUTH OF THE NIOBRARA RIVER
 NN0719'AND ABOUT 1-3/4 MILES SOUTHWEST OF POINT WHERE CLAY CREEK FLOWS
 NN0719'INTO THE NIOBRARA RIVER.  IT IS IN THE NORTHEAST CORNER OF A
 NN0719'PASTURE, 4 FEET WEST OF NORTH-SOUTH FENCE LINE, 4-1/2 FEET
 NN0719'SOUTH OF EAST-WEST FENCE LINE AND 20 FEET NORTH OF THE CENTER
 NN0719'OF EAST-WEST ROAD.  IT IS STAMPED CLAY 1949 AND PROJECTS 4
 NN0719'INCHES.
 NN0719'
 NN0719'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 1 FOOT SOUTHWEST
 NN0719'OF FENCE CORNER POST AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.
 NN0719'IT IS STAMPED CLAY NO 1 1949 AND PROJECTS 4 INCHES.
 NN0719'
 NN0719'REFERENCE MARK NO 2 IS WEST OF THE STATION, 25 FEET NORTH OF
 NN0719'THE CENTER OF EAST-WEST ROAD AND 1 FOOT SOUTH OF EAST-WEST FENCE
 NN0719'LINE.  IT IS STAMPED CLAY NO 2 1949 AND PROJECTS 4 INCHES.
 NN0719'
 NN0719'THE AZIMUTH MARK IS ABOUT 0.35 MILE EAST OF THE STATION, 20
 NN0719'FEET SOUTH OF THE CENTER OF EAST-WEST ROAD AND 1 FOOT NORTH OF
 NN0719'EAST-WEST FENCE LINE.  IT IS STAMPED CLAY 1949 AND PROJECTS
 NN0719'4 INCHES.
 NN0719'
 NN0719'TO REACH THE STATION FROM THE CENTER OF STUART, GO NORTH ON
 NN0719'MAIN STREET FOR 0.6 MILE TO T-INTERSECTION, TURN RIGHT AND
 NN0719'GO EAST FOR 1.6 MILES TO FORKS, TURN LEFT AND GO NORTH ON MAIN
 NN0719'ROAD FOR 12.25 MILES TO CROSSROAD ABOUT 0.1 MILE EAST OF SMALL
 NN0719'CHURCH, TURN LEFT AND FOLLOW MAIN ROAD WEST AND NORTH FOR
 NN0719'1.0 MILE TO T-INTERSECTION, TURN LEFT AND FOLLOW MAIN ROAD WEST,
 NN0719'NORTH AND WEST FOR 1.35 MILES TO FORKS, TAKE RIGHT FORK
 NN0719'AROUND FENCE CORNER AND GO NORTH ON TRACK ROAD FOR 1.05 MILES
 NN0719'TO T-INTERSECTION, TURN LEFT AND GO WEST ON SECTION LINE
 NN0719'ROAD FOR 1.45 MILES TO CROSSROAD AND SCHOOL HOUSE IN
 NN0719'SOUTHEAST ANGLE, CONTINUE WEST AND NORTHWEST ON MAIN TRAVELED
 NN0719'ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 NN0719'DESCRIBED, CONTINUE WEST ON TRACK ROAD FOR 0.35 MILE TO WIRE
 NN0719'GATE IN FENCE LINE AND STATION IN THE NORTHEAST CORNER AS
 NN0719'DESCRIBED.
 NN0719'
 NN0719'A 4 FOOT SIGNAL AT STATION BASIN 1940 IS VISIBLE AT 4 FEET.
 NN0719'
 NN0719'A 74 FOOT SIGNAL AT STATION BEAVER IS VISIBLE AT 4 FEET.
 NN0719'
 NN0719'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0656 ***********************************************************************
 NP0656  DESIGNATION -  CLAY
 NP0656  PID         -  NP0656
 NP0656  STATE/COUNTY-  NE/SHERIDAN
 NP0656  USGS QUAD   -  WHITECLAY (1969)
 NP0656
 NP0656                         *CURRENT SURVEY CONTROL
 NP0656  ___________________________________________________________________
 NP0656* NAD 83(1995)-  42 56 27.43570(N)    102 33 54.85486(W)     ADJUSTED  
 NP0656* NAVD 88     -      1048.9    (meters)    3441.     (feet)  VERTCON   
 NP0656  ___________________________________________________________________
 NP0656  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 NP0656  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 NP0656
 NP0656  HORZ ORDER  -  SECOND
 NP0656
 NP0656.The horizontal coordinates were established by classical geodetic methods
 NP0656.and adjusted by the National Geodetic Survey in August 1997..
 NP0656
 NP0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0656
 NP0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0656
 NP0656.The geoid height was determined by GEOID03.
 NP0656
 NP0656;                    North         East     Units Scale Factor Converg.
 NP0656;SPC NE       -   348,167.563   290,664.153   MT  0.99997344   -1 41 59.9
 NP0656;UTM  13      - 4,757,134.164   698,647.796   MT  1.00008548   +1 39 33.2
 NP0656
 NP0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0656!SPC NE       -   0.99983835  x   0.99997344  =   0.99981180
 NP0656!UTM  13      -   0.99983835  x   1.00008548  =   0.99992382
 NP0656
 NP0656|---------------------------------------------------------------------|
 NP0656| PID    Reference Object                     Distance      Geod. Az  |
 NP0656|                                                           dddmmss.s |
 NP0656| CP9027 CLAY RM 1                            21.518 METERS 09154     |
 NP0656| NP0657 PARK                                APPROX. 6.4 KM 1634656.1 |
 NP0656| CP9028 CLAY RM 2                            10.182 METERS 17909     |
 NP0656|---------------------------------------------------------------------|
 NP0656
 NP0656                          SUPERSEDED SURVEY CONTROL
 NP0656
 NP0656  NAD 83(1995)-  42 56 27.42952(N)    102 33 54.85690(W) AD(       ) 2
 NP0656  NAD 83(1986)-  42 56 27.42587(N)    102 33 54.85318(W) AD(       ) 2
 NP0656  NAD 27      -  42 56 27.48120(N)    102 33 53.25738(W) AD(       ) 2
 NP0656  NGVD 29 (07/19/86) 1048.4    (m)         3440.     (f) VERT ANG       
 NP0656
 NP0656.Superseded values are not recommended for survey control.
 NP0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0656.See file dsdata.txt to determine how the superseded data were derived.
 NP0656
 NP0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH9864857134(NAD 83)
 NP0656_MARKER: DD = SURVEY DISK
 NP0656_SETTING: 0 = UNSPECIFIED SETTING
 NP0656
 NP0656  HISTORY     - Date     Condition        Report By
 NP0656  HISTORY     - 1968     MONUMENTED       USGS
 NP0656
 NP0656                          STATION DESCRIPTION
 NP0656
 NP0656'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0656'THE STATION IS ABOUT 16.5 MI NNW. OF RUSHVILLE, NEAR THE
 NP0656'QUARTER COR. BETWEEN SECS. 1 AND 12, T. 34 N., R. 45 W.,
 NP0656'99 FT N. AND 34 FT W. OF CENTER OF T-DRIVE E.
 NP0656'
 NP0656'TO REACH THE STATION FROM THE CENTER OF RUSHVILLE, GO W. ON
 NP0656'U.S. HWY. 20 FOR 0.8 MI TO CROSSROADS, TURN RIGHT (N.) ON
 NP0656'STATE HWY. 87 AND GO 16.8 MI TO CROSSROADS, TURN LEFT (W.)
 NP0656'0.95 MI TO T-RD. E., TURN RIGHT (N.) GO 0.3 MI TO TOP OF
 NP0656'KNOLL AND STATION ON LEFT (W.).
 NP0656'
 NP0656'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0656'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG,
 NP0656'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STATION IS FLUSH
 NP0656'WITH THE GROUND, STAMPED ET CLAY 1968 STATION IS 99 FT N.
 NP0656'AND 34 FT W. OF CENTER OF T-DRIVE E., 3 FT E. OF N.-S. FENCE,
 NP0656'3 FT E. OF USGS WITNESS POST.
 NP0656'
 NP0656'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0656'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN.
 NP0656'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, IT IS E. OF
 NP0656'THE STATION, THE MARK IS FLUSH WITH THE GROUND, 94 FT N.
 NP0656'AND 37 FT E. OF THE CENTER OF A T-DRIVE E., 1 FT W. OF N.-S.
 NP0656'FENCE.
 NP0656'
 NP0656'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0656'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN.
 NP0656'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, IT IS S. OF
 NP0656'THE STATION, THE MARK IS FLUSH WITH THE GROUND, 66 FT N. AND
 NP0656'35 FT W. OF CENTER OF T-DRIVE E., 2 FT E. OF N.-S. FENCE.
 NP0656'
 NP0656'AZIMUTH MARK, PINE RIDGE INDIAN VILLAGE WATER SUPPLY TANK,
 NP0656'BUILT IN 1962 IN THE SE. PORTION OF PINE RIDGE, 413 FT N.
 NP0656'AND 141 FT E. OF CENTER OF T-RD. N.
 NP0656'
 NP0656'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1107 ***********************************************************************
 LH1107  DESIGNATION -  CLAY CENTER MUN STANDPIPE
 LH1107  PID         -  LH1107
 LH1107  STATE/COUNTY-  NE/CLAY
 LH1107  USGS QUAD   -  HARVARD (1969)
 LH1107
 LH1107                         *CURRENT SURVEY CONTROL
 LH1107  ___________________________________________________________________
 LH1107* NAD 83(1995)-  40 31 13.29593(N)    098 03 19.73207(W)     ADJUSTED  
 LH1107* NAVD 88     -                                                        
 LH1107  ___________________________________________________________________
 LH1107  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 LH1107  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 LH1107
 LH1107  HORZ ORDER  -  THIRD
 LH1107
 LH1107.The horizontal coordinates were established by classical geodetic methods
 LH1107.and adjusted by the National Geodetic Survey in August 1997..
 LH1107
 LH1107
 LH1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1107
 LH1107.The geoid height was determined by GEOID03.
 LH1107
 LH1107;                    North         East     Units Scale Factor Converg.
 LH1107;SPC NE       -    78,133.401   664,736.682   MT  0.99980519   +1 17 19.1
 LH1107;UTM  14      - 4,485,943.183   580,009.098   MT  0.99967880   +0 36 49.3
 LH1107
 LH1107                          SUPERSEDED SURVEY CONTROL
 LH1107
 LH1107  NAD 83(1986)-  40 31 13.30300(N)    098 03 19.73153(W) AD(       ) 4
 LH1107  NAD 27      -  40 31 13.25800(N)    098 03 18.55700(W) AD(       ) 3
 LH1107
 LH1107.Superseded values are not recommended for survey control.
 LH1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1107.See file dsdata.txt to determine how the superseded data were derived.
 LH1107
 LH1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8000985943(NAD 83)
 LH1107_MARKER: 52 = STANDPIPE TANK
 LH1107
 LH1107  HISTORY     - Date     Condition        Report By
 LH1107  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1107  HISTORY     - 1963     GOOD             CGS
 LH1107
 LH1107                          STATION DESCRIPTION
 LH1107
 LH1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1107'THE STATION IS LOCATED 0.05 MILE SOUTH OF THE COURTHOUSE
 LH1107'AND 50 FEET EAST OF A NORTH-SOUTH STREET IN CLAY CENTER.  IT IS
 LH1107'A SILVER COLORED, CYLINDRICAL SHAPED STRUCTURE 10 FEET
 LH1107'IN DIAMETER AND HAS AN OVERALL HEIGHT OF 90 FEET.  THE WORD
 LH1107'CLAY CENTER IS PAINTED ON THE NORTH SIDE.
 LH1107'
 LH1107'THE POINT OBSERVED WAS THE CENTER OF STANDPIPE.
 LH1107
 LH1107                          STATION RECOVERY (1963)
 LH1107
 LH1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LH1107'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1099 ***********************************************************************
 LG1099  DESIGNATION -  CLAYTONIA
 LG1099  PID         -  LG1099
 LG1099  STATE/COUNTY-  NE/GAGE
 LG1099  USGS QUAD   -  WILBER (1980)
 LG1099
 LG1099                         *CURRENT SURVEY CONTROL
 LG1099  ___________________________________________________________________
 LG1099* NAD 83(1995)-  40 27 55.23668(N)    096 53 05.27620(W)     ADJUSTED  
 LG1099* NAVD 88     -       438.     (meters)    1437.     (feet)  SCALED    
 LG1099  ___________________________________________________________________
 LG1099  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 LG1099  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 LG1099
 LG1099  HORZ ORDER  -  THIRD
 LG1099
 LG1099.The horizontal coordinates were established by classical geodetic methods
 LG1099.and adjusted by the National Geodetic Survey in August 1997..
 LG1099
 LG1099.The orthometric height was scaled from a topographic map.
 LG1099
 LG1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1099
 LG1099.The geoid height was determined by GEOID03.
 LG1099
 LG1099;                    North         East     Units Scale Factor Converg.
 LG1099;SPC NE       -    74,931.116   764,100.277   MT  0.99982197   +2 03 52.0
 LG1099;UTM  14      - 4,481,556.653   679,327.847   MT  0.99999586   +1 22 23.2
 LG1099
 LG1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1099!SPC NE       -   0.99993543  x   0.99982197  =   0.99975742
 LG1099!UTM  14      -   0.99993543  x   0.99999586  =   0.99993129
 LG1099
 LG1099|---------------------------------------------------------------------|
 LG1099| PID    Reference Object                     Distance      Geod. Az  |
 LG1099|                                                           dddmmss.s |
 LG1099| CL6241 CLAYTONIA RM 1                       21.449 METERS 07852     |
 LG1099| LG1088 CLAYTONIA SALEM METH CHURCH         APPROX. 2.5 KM 0891153.9 |
 LG1099| CL6240 CLAYTONIA AZ MK                                    0900040.2 |
 LG1099| LG1410 CLAYTONIA 2 AZ MK                   APPROX. 1.1 KM 0911052.2 |
 LG1099| CL6242 CLAYTONIA RM 2                       21.990 METERS 16856     |
 LG1099| LG1411 CLAYTONIA 2 RESET                    15.349 METERS 17723     |
 LG1099|---------------------------------------------------------------------|
 LG1099
 LG1099                          SUPERSEDED SURVEY CONTROL
 LG1099
 LG1099  NAD 83(1986)-  40 27 55.24446(N)    096 53 05.27493(W) AD(       ) 3
 LG1099  NAD 27      -  40 27 55.23400(N)    096 53 04.16800(W) AD(       ) 3
 LG1099
 LG1099.Superseded values are not recommended for survey control.
 LG1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1099.See file dsdata.txt to determine how the superseded data were derived.
 LG1099
 LG1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7932881557(NAD 83)
 LG1099_MARKER: DS = TRIANGULATION STATION DISK
 LG1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1099
 LG1099  HISTORY     - Date     Condition        Report By
 LG1099  HISTORY     - 1947     MONUMENTED       CGS
 LG1099  HISTORY     - 1957     GOOD             USGS
 LG1099  HISTORY     - 1964     GOOD             CGS
 LG1099  HISTORY     - 1965     GOOD             CGS
 LG1099
 LG1099                          STATION DESCRIPTION
 LG1099
 LG1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1099'THE STATION IS LOCATED ABOUT 2 MILES WEST OF CLATONIA IN THE
 LG1099'NORTHWEST CORNER OF A SCHOOL YARD.  IT IS 77 FEET NORTH OF THE
 LG1099'NORTHWEST CORNER OF THE SCHOOL HOUSE.  52.5 FEET WEST OF THE
 LG1099'CENTER OF THE DRIVEWAY TO THE SCHOOL HOUSE, 45 FEET SOUTH OF THE
 LG1099'CENTER OF STATE HIGHWAY 41 AND 28 FEET SOUTHEAST OF A FENCE
 LG1099'CORNER.  IT IS STAMPED CLAYTONIA 1947 AND IS FLUSH WITH THE
 LG1099'SURFACE OF THE GROUND.
 LG1099'
 LG1099'REFERENCE MARK NO. 1 IS AT THE NORTH END OF THE SCHOOL YARD, 31 FEET
 LG1099'SOUTH OF THE CENTER OF STATE HIGHWAY 41 AND 16 FEET EAST
 LG1099'OF THE CENTER OF THE DRIVEWAY TO THE SCHOOL HOUSE.  IT IS STAMPED
 LG1099'CLATONIA NO 1 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1099'
 LG1099'REFERENCE MARK NO. 2 IS 7 FEET NORTH OF THE SCHOOL HOUSE, 12.5 FEET
 LG1099'NORTHWEST OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE AND 21 FEET
 LG1099'NORTHEAST OF THE NORTHWEST CORNER OF THE SCHOOL HOUSE.  IT IS
 LG1099'STAMPED CLATONIA NO 2 1947 AND IS FLUSH WITH THE SURFACE OF THE
 LG1099'GROUND.
 LG1099'
 LG1099'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 31 FEET SOUTH OF THE
 LG1099'CENTER OF STATE HIGHWAY 41, 0.2 MILES EAST OF THE ZION EV.
 LG1099'LUTHERAN CHURCH AND 2 FEET WEST OF A TELEPHONE POLE.  IT IS STAMPED
 LG1099'CLAYTONIA 1947 AND PROJECTS 4 INCHES.
 LG1099'
 LG1099'TO REACH THE STATION FROM THE POST OFFICE IN CLATONIA, GO WEST ON
 LG1099'STATE HIGHWAY 41 FOR 1.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 LG1099'CONTINUE WEST FOR 0.7 MILE TO THE SCHOOL HOUSE AND THE STATION ON
 LG1099'THE LEFT AS DESCRIBED.
 LG1099'
 LG1099'A 74 FOOT SIGNAL AT PLUMMER IS VISIBLE AT 50 FEET.
 LG1099'
 LG1099'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 20 FEET.
 LG1099'
 LG1099'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1099
 LG1099                          STATION RECOVERY (1957)
 LG1099
 LG1099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LG1099'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 150 FEET
 LG1099'WEST OF APPROXIMATELY QUARTER CORNER.
 LG1099'
 LG1099'THE SCHOOL HAS BEEN REMOVED.
 LG1099
 LG1099                          STATION RECOVERY (1964)
 LG1099
 LG1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG1099'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG1099'FOUND IN GOOD CONDITION.  A STEEL WITNESS POST WAS SET 1 FOOT
 LG1099'EAST OF THE STATION MARK AND ANOTHER STEEL WITNESS POST
 LG1099'WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.  ALL THE MARKS WILL NEED
 LG1099'TO BE RELOCATED IN 1965, IF THE PROPOSED ROAD CONTRACT IS LET.
 LG1099
 LG1099                          STATION RECOVERY (1965)
 LG1099
 LG1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LG1099'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LG1099'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE ANGLE BETWEEN
 LG1099'THE REFERENCE MARKS WAS NOT CHECKED.
 LG1099'
 LG1099'DUE TO HIGHWAY CONSTRUCTION ALL MARKS HAD TO BE MOVED.
 LG1099'
 LG1099'FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR TRIANGULATION
 LG1099'STATION CLAYTONIA 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1410 ***********************************************************************
 LG1410  DESIGNATION -  CLAYTONIA 2 AZ MK
 LG1410  PID         -  LG1410
 LG1410  STATE/COUNTY-  NE/GAGE
 LG1410  USGS QUAD   -  CLATONIA (1980)
 LG1410
 LG1410                         *CURRENT SURVEY CONTROL
 LG1410  ___________________________________________________________________
 LG1410* NAD 83(1995)-  40 27 54.48353(N)    096 52 17.62334(W)     ADJUSTED  
 LG1410* NAVD 88     -       432.     (meters)    1417.     (feet)  SCALED    
 LG1410  ___________________________________________________________________
 LG1410  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 LG1410  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 LG1410
 LG1410  HORZ ORDER  -  THIRD
 LG1410
 LG1410.The horizontal coordinates were established by classical geodetic methods
 LG1410.and adjusted by the National Geodetic Survey in August 1997..
 LG1410
 LG1410.The orthometric height was scaled from a topographic map.
 LG1410
 LG1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1410
 LG1410.The geoid height was determined by GEOID03.
 LG1410
 LG1410;                    North         East     Units Scale Factor Converg.
 LG1410;SPC NE       -    74,948.424   765,222.826   MT  0.99982203   +2 04 23.5
 LG1410;UTM  14      - 4,481,560.415   680,450.721   MT  1.00000083   +1 22 54.1
 LG1410
 LG1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1410!SPC NE       -   0.99993632  x   0.99982203  =   0.99975836
 LG1410!UTM  14      -   0.99993632  x   1.00000083  =   0.99993715
 LG1410
 LG1410:                Primary Azimuth Mark                     Grid Az
 LG1410:SPC NE       -  CLAYTONIA 2 RESET                        268 20 04.0
 LG1410:UTM  14      -  CLAYTONIA 2 RESET                        269 01 33.4
 LG1410
 LG1410|---------------------------------------------------------------------|
 LG1410| PID    Reference Object                     Distance      Geod. Az  |
 LG1410|                                                           dddmmss.s |
 LG1410| LG1411 CLAYTONIA 2 RESET                   APPROX. 1.1 KM 2702427.5 |
 LG1410| LG1099 CLAYTONIA                           APPROX. 1.1 KM 2711123.2 |
 LG1410|---------------------------------------------------------------------|
 LG1410
 LG1410                          SUPERSEDED SURVEY CONTROL
 LG1410
 LG1410  NAD 83(1986)-  40 27 54.49131(N)    096 52 17.62199(W) AD(       ) 3
 LG1410
 LG1410.Superseded values are not recommended for survey control.
 LG1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1410.See file dsdata.txt to determine how the superseded data were derived.
 LG1410
 LG1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8045181560(NAD 83)
 LG1410_MARKER: DZ = AZIMUTH MARK DISK
 LG1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1410_SP_SET: CONCRETE POST
 LG1410_STAMPING: CLAYTONIA 2 1965
 LG1410_MARK LOGO: CGS   
 LG1410_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1410+STABILITY: SURFACE MOTION
 LG1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1410+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1982
 LG1410
 LG1410  HISTORY     - Date     Condition        Report By
 LG1410  HISTORY     - 1965     MONUMENTED       CGS
 LG1410  HISTORY     - 19820610 GOOD             NGS
 LG1410
 LG1410                          STATION DESCRIPTION
 LG1410
 LG1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1410'THE MARK WAS RECOVERED IN GOOD CONDITION, 1.9 KM (1.2 MI) WEST FROM
 LG1410'THE CLATONIA POST OFFICE AND ON THE SOUTH RIGHT-OF-WAY OF STATE
 LG1410'HIGHWAY 41.
 LG1410'TO REACH FROM THE CLATONIA POST OFFICE, GO WEST ON THE HIGHWAY FOR 1.9
 LG1410'KM (1.2 MI) TO THE MARK ON THE LEFT.
 LG1410'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 5
 LG1410'CM ABOVE THE GROUND SURFACE.  IT IS 22.9 M (75.1 FT) SOUTH FROM THE
 LG1410'CENTERLINE OF THE HIGHWAY AND 0.30 M (0.98 FT) SOUTH FROM A WITNESS
 LG1410'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1411 ***********************************************************************
 LG1411  DESIGNATION -  CLAYTONIA 2 RESET
 LG1411  PID         -  LG1411
 LG1411  STATE/COUNTY-  NE/GAGE
 LG1411  USGS QUAD   -  WILBER (1980)
 LG1411
 LG1411                         *CURRENT SURVEY CONTROL
 LG1411  ___________________________________________________________________
 LG1411* NAD 83(1995)-  40 27 54.73959(N)    096 53 05.24638(W)     ADJUSTED  
 LG1411* NAVD 88     -       438.     (meters)    1437.     (feet)  SCALED    
 LG1411  ___________________________________________________________________
 LG1411  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 LG1411  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 LG1411
 LG1411  HORZ ORDER  -  THIRD
 LG1411
 LG1411.The horizontal coordinates were established by classical geodetic methods
 LG1411.and adjusted by the National Geodetic Survey in August 1997..
 LG1411.No horizontal observational check was made to the station.
 LG1411
 LG1411.The orthometric height was scaled from a topographic map.
 LG1411
 LG1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1411
 LG1411.The geoid height was determined by GEOID03.
 LG1411
 LG1411;                    North         East     Units Scale Factor Converg.
 LG1411;SPC NE       -    74,915.821   764,101.532   MT  0.99982201   +2 03 52.0
 LG1411;UTM  14      - 4,481,541.342   679,328.916   MT  0.99999587   +1 22 23.2
 LG1411
 LG1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1411!SPC NE       -   0.99993543  x   0.99982201  =   0.99975746
 LG1411!UTM  14      -   0.99993543  x   0.99999587  =   0.99993130
 LG1411
 LG1411:                Primary Azimuth Mark                     Grid Az
 LG1411:SPC NE       -  CLAYTONIA MUNICIPAL TANK                 081 22 59.2
 LG1411:UTM  14      -  CLAYTONIA MUNICIPAL TANK                 082 04 28.0
 LG1411
 LG1411|---------------------------------------------------------------------|
 LG1411| PID    Reference Object                     Distance      Geod. Az  |
 LG1411|                                                           dddmmss.s |
 LG1411| LG1089 CLAYTONIA MUNICIPAL TANK            APPROX. 2.7 KM 0832651.2 |
 LG1411| LG1443 CLAYTONIA 2 RM 5                     14.802 METERS 08332     |
 LG1411| LG1088 CLAYTONIA SALEM METH CHURCH         APPROX. 2.5 KM 0885040.7 |
 LG1411| LG1410 CLAYTONIA 2 AZ MK                   APPROX. 1.1 KM 0902356.6 |
 LG1411| LG1444 CLAYTONIA 2 RM 3                     14.658 METERS 09052     |
 LG1411| LG1442 CLAYTONIA 2 RM 4                     14.930 METERS 27724     |
 LG1411| LG1099 CLAYTONIA                            15.349 METERS 35723     |
 LG1411|---------------------------------------------------------------------|
 LG1411
 LG1411                          SUPERSEDED SURVEY CONTROL
 LG1411
 LG1411  NAD 83(1986)-  40 27 54.74736(N)    096 53 05.24511(W) AD(       ) 3
 LG1411  NAD 27      -  40 27 54.73693(N)    096 53 04.13828(W) AD(       ) 3
 LG1411
 LG1411.Superseded values are not recommended for survey control.
 LG1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1411.See file dsdata.txt to determine how the superseded data were derived.
 LG1411
 LG1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7932981541(NAD 83)
 LG1411_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1411_SP_SET: CONCRETE POST
 LG1411_STAMPING: CLAYTONIA 2 1965 1982
 LG1411_MARK LOGO: NGS   
 LG1411_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1411+STABILITY: SURFACE MOTION
 LG1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1411+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LG1411
 LG1411  HISTORY     - Date     Condition        Report By
 LG1411  HISTORY     - 1982     MONUMENTED       NGS
 LG1411
 LG1411                          STATION DESCRIPTION
 LG1411
 LG1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1411'THE STATION IS LOCATED ABOUT 3.06 KM (1.90 MI) WEST FROM THE CLATONIA
 LG1411'POST OFFICE AND JUST SOUTH OF STATE HIGHWAY 41, ON PROPERTY OWNED BY
 LG1411'HENRY F. BURGER, RURAL ROUTE 2, BOX 68, CLATONIA, NEBRASKA 68328.
 LG1411'TELEPHONE 402 989 4468.
 LG1411'TO REACH FROM THE CLATONIA POST OFFICE, GO WEST ON STATE HIGHWAY 41
 LG1411'FOR 1.13 KM (0.70 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST
 LG1411'ON THE HIGHWAY FOR 1.93 KM (1.20 MI) TO THE STATION ON THE LEFT, JUST
 LG1411'WEST OF A FENCE CORNER AND IN THE NORTH EDGE OF A CULTIVATED FIELD.
 LG1411'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1411'RECESSED 0.46 M (1.51 FT) BELOW THE GROUND SURFACE.  THE UNDERGROUND
 LG1411'MARK IS THE ORIGINAL DISK AND IS RECESSED 1.0 M (3.3 FT) BELOW THE
 LG1411'GROUND SURFACE. THE MARKS ARE 42.43 M (139.21 FT) WEST FROM A FENCE,
 LG1411'19.8 M (65.0 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 15.36 M
 LG1411'(50.39 FT) EAST-SOUTHEAST FROM A WITNESS POST, 14.81 M (48.59 FT)
 LG1411'WEST-SOUTHWEST FROM A WITNESS POST AND 1.98 M (6.50 FT) SOUTH FROM A
 LG1411'WITNESS POST AND THE SOUTH RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1089 ***********************************************************************
 LG1089  DESIGNATION -  CLAYTONIA MUNICIPAL TANK
 LG1089  PID         -  LG1089
 LG1089  STATE/COUNTY-  NE/LANCASTER
 LG1089  USGS QUAD   -  CLATONIA (1980)
 LG1089
 LG1089                         *CURRENT SURVEY CONTROL
 LG1089  ___________________________________________________________________
 LG1089* NAD 83(1995)-  40 28 04.72649(N)    096 51 11.22518(W)     ADJUSTED  
 LG1089* NAVD 88     -                                                        
 LG1089  ___________________________________________________________________
 LG1089  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 LG1089  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 LG1089
 LG1089  HORZ ORDER  -  THIRD
 LG1089
 LG1089.The horizontal coordinates were established by classical geodetic methods
 LG1089.and adjusted by the National Geodetic Survey in August 1997..
 LG1089
 LG1089
 LG1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1089
 LG1089.The geoid height was determined by GEOID03.
 LG1089
 LG1089;                    North         East     Units Scale Factor Converg.
 LG1089;SPC NE       -    75,320.853   766,774.283   MT  0.99982114   +2 05 07.5
 LG1089;UTM  14      - 4,481,914.155   682,006.844   MT  1.00000778   +1 23 37.5
 LG1089
 LG1089                          SUPERSEDED SURVEY CONTROL
 LG1089
 LG1089  NAD 83(1986)-  40 28 04.73373(N)    096 51 11.22584(W) AD(       ) 4
 LG1089  NAD 27      -  40 28 04.71500(N)    096 51 10.11400(W) AD(       ) 3
 LG1089
 LG1089.Superseded values are not recommended for survey control.
 LG1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1089.See file dsdata.txt to determine how the superseded data were derived.
 LG1089
 LG1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8200781914(NAD 83)
 LG1089_MARKER: 53 = ELEVATED TANK
 LG1089_MARK LOGO: CGS   
 LG1089
 LG1089  HISTORY     - Date     Condition        Report By
 LG1089  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1089  HISTORY     - 1947     GOOD             CGS
 LG1089  HISTORY     - 19820610 GOOD             NGS
 LG1089  HISTORY     - 20040806 GOOD             USPSQD
 LG1089
 LG1089                          STATION DESCRIPTION
 LG1089
 LG1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1089'THE TANK IS LOCATED AT THE NORTH EDGE OF TOWN, 150 FEET
 LG1089'EAST OF THE CENTER OF A NORTH-SOUTH STREET AND 150 FEET SOUTH
 LG1089'OF AN EAST-WEST STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE
 LG1089'SUPPORTING A TANK ON THE TOP.  IT IS SILVER IN COLOR WITH
 LG1089'THE LETTERS CLATONIA IN BLACK ON THE EAST SIDE OF THE TANK.
 LG1089'IT IS ABOUT 100 FEET HIGH.  THE POINT OBSERVED UPON WAS
 LG1089'THE BALL AT THE APEX OF THE ROOF.
 LG1089
 LG1089                          STATION RECOVERY (1947)
 LG1089
 LG1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1089'RECOVERED IN GOOD CONDITION.
 LG1089
 LG1089                          STATION RECOVERY (1982)
 LG1089
 LG1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1089'RECOVERED IN GOOD CONDITION.
 LG1089
 LG1089                          STATION RECOVERY (2004)
 LG1089
 LG1089'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1089'STATION FOUND GOOD. TANK IS NORTH OF JEFFERSON STREET, SOUTH OF
 LG1089'LINCOLN STREET, EAST OF N. LOCUST STREET, AND WEST OF N. WALNUT
 LG1089'STREET, IN THE MIDDLE OF THE WEST HALF OF THE BLOCK.  IT IS NOW
 LG1089'PAINTED AQUA, WITH BLACK LETTERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1088 ***********************************************************************
 LG1088  DESIGNATION -  CLAYTONIA SALEM METH CHURCH
 LG1088  PID         -  LG1088
 LG1088  STATE/COUNTY-  NE/GAGE
 LG1088  USGS QUAD   -  CLATONIA (1980)
 LG1088
 LG1088                         *CURRENT SURVEY CONTROL
 LG1088  ___________________________________________________________________
 LG1088* NAD 83(1995)-  40 27 56.35083(N)    096 51 19.77611(W)     ADJUSTED  
 LG1088* NAVD 88     -                                                        
 LG1088  ___________________________________________________________________
 LG1088  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 LG1088  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 LG1088
 LG1088  HORZ ORDER  -  THIRD
 LG1088
 LG1088.The horizontal coordinates were established by classical geodetic methods
 LG1088.and adjusted by the National Geodetic Survey in August 1997..
 LG1088
 LG1088
 LG1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1088
 LG1088.The geoid height was determined by GEOID03.
 LG1088
 LG1088;                    North         East     Units Scale Factor Converg.
 LG1088;SPC NE       -    75,055.393   766,582.404   MT  0.99982187   +2 05 01.9
 LG1088;UTM  14      - 4,481,650.981   681,811.738   MT  1.00000690   +1 23 31.7
 LG1088
 LG1088                          SUPERSEDED SURVEY CONTROL
 LG1088
 LG1088  NAD 83(1986)-  40 27 56.35820(N)    096 51 19.77351(W) AD(       ) 4
 LG1088  NAD 27      -  40 27 56.34800(N)    096 51 18.66700(W) AD(       ) 3
 LG1088
 LG1088.Superseded values are not recommended for survey control.
 LG1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1088.See file dsdata.txt to determine how the superseded data were derived.
 LG1088
 LG1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8181281651(NAD 83)
 LG1088_MARKER: 90 = CHURCH SPIRE
 LG1088_MARK LOGO: CGS   
 LG1088
 LG1088  HISTORY     - Date     Condition        Report By
 LG1088  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1088  HISTORY     - 1947     GOOD             CGS
 LG1088  HISTORY     - 19820610 GOOD             NGS
 LG1088  HISTORY     - 20040806 GOOD             USPSQD
 LG1088
 LG1088                          STATION DESCRIPTION
 LG1088
 LG1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1088'THE SPIRE IS LOCATED AT THE EAST EDGE OF TOWN.  IT IS A WHITE
 LG1088'FRAME BUILDING WITH THE SPIRE ON THE SOUTHWEST CORNER OF
 LG1088'THE BUILDING.  IT IS ABOUT 65 FEET HIGH AND IS GREY IN COLOR.
 LG1088'THE POINT OBSERVED UPON WAS THE TOP OF THE SPIRE.  IT IS 90
 LG1088'FEET NORTH OF AN EAST-WEST ROAD AND 80 FEET EAST OF A NORTH-SOUTH
 LG1088'ROAD.
 LG1088
 LG1088                          STATION RECOVERY (1947)
 LG1088
 LG1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1088'RECOVERED IN GOOD CONDITION.
 LG1088
 LG1088                          STATION RECOVERY (1982)
 LG1088
 LG1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1088'RECOVERED IN GOOD CONDITION.
 LG1088
 LG1088                          STATION RECOVERY (2004)
 LG1088
 LG1088'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1088'STATION FOUND GOOD. CHURCH IS NOW NAMED THE CLAYTONIA SALEM UNITED
 LG1088'METHODIST CHURCH AND IS LOCATED ON THE WEST EDGE OF THE TOWN OF
 LG1088'CLAYTONIA, NOT THE EAST EDGE OF THE TOWN AS REFERENCED IN THE 1947
 LG1088'DESCRIPTION. THE EAST-WEST ROAD IS STATE ROAD 41, THE NORTH-SOUTH ROAD
 LG1088'IS S.W. 100TH RD. THE SPIRE HAS A METAL SHINGLED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0603 ***********************************************************************
 MN0603  DESIGNATION -  CLEM
 MN0603  PID         -  MN0603
 MN0603  STATE/COUNTY-  NE/KIMBALL
 MN0603  USGS QUAD   -  KIMBALL (1972)
 MN0603
 MN0603                         *CURRENT SURVEY CONTROL
 MN0603  ___________________________________________________________________
 MN0603* NAD 83(1995)-  41 12 23.73261(N)    103 43 33.14478(W)     ADJUSTED  
 MN0603* NAVD 88     -      1510.     (meters)    4954.     (feet)  SCALED    
 MN0603  ___________________________________________________________________
 MN0603  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 MN0603  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 MN0603
 MN0603  HORZ ORDER  -  SECOND
 MN0603
 MN0603.The horizontal coordinates were established by classical geodetic methods
 MN0603.and adjusted by the National Geodetic Survey in August 1997..
 MN0603
 MN0603.The orthometric height was scaled from a topographic map.
 MN0603
 MN0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0603
 MN0603.The geoid height was determined by GEOID03.
 MN0603
 MN0603;                    North         East     Units Scale Factor Converg.
 MN0603;SPC NE       -   159,197.126   187,702.922   MT  0.99967216   -2 28 08.8
 MN0603;UTM  13      - 4,562,473.711   606,821.881   MT  0.99974044   +0 50 22.0
 MN0603
 MN0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0603!SPC NE       -   0.99976617  x   0.99967216  =   0.99943841
 MN0603!UTM  13      -   0.99976617  x   0.99974044  =   0.99950667
 MN0603
 MN0603:                Primary Azimuth Mark                     Grid Az
 MN0603:SPC NE       -  KIMBALL MOTOROLA COMMUM MAST             034 43 17.3
 MN0603:UTM  13      -  KIMBALL MOTOROLA COMMUM MAST             031 24 46.5
 MN0603
 MN0603|---------------------------------------------------------------------|
 MN0603| PID    Reference Object                     Distance      Geod. Az  |
 MN0603|                                                           dddmmss.s |
 MN0603| MN0582 KIMBALL MOTOROLA COMMUM MAST        APPROX.10.0 KM 0321508.5 |
 MN0603| MN0604 KIMBALL NEFF TRUCKING RAD MAST      APPROX. 5.7 KM 0713945.6 |
 MN0603| MN0601 KIMBALL YOUNG EXCAVATING MAST       APPROX. 4.8 KM 0853915.6 |
 MN0603| CP6832 CLEM RM 1                            17.988 METERS 08738     |
 MN0603| CP6831 CLEM AZ MK                                         0895229.2 |
 MN0603| CP6833 CLEM RM 2                            16.972 METERS 26930     |
 MN0603|---------------------------------------------------------------------|
 MN0603
 MN0603                          SUPERSEDED SURVEY CONTROL
 MN0603
 MN0603  NAD 83(1995)-  41 12 23.73182(N)    103 43 33.14471(W) AD(       ) 2
 MN0603  NAD 83(1986)-  41 12 23.72510(N)    103 43 33.14436(W) AD(       ) 2
 MN0603  NAD 27      -  41 12 23.79370(N)    103 43 31.35060(W) AD(       ) 2
 MN0603
 MN0603.Superseded values are not recommended for survey control.
 MN0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0603.See file dsdata.txt to determine how the superseded data were derived.
 MN0603
 MN0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0682262474(NAD 83)
 MN0603_MARKER: DS = TRIANGULATION STATION DISK
 MN0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0603
 MN0603  HISTORY     - Date     Condition        Report By
 MN0603  HISTORY     - 1963     MONUMENTED       CGS
 MN0603
 MN0603                          STATION DESCRIPTION
 MN0603
 MN0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0603'THE STATION IS 3 MILES WEST AND 2 MILES SOUTH OF KIMBALL, IN
 MN0603'THE SOUTHEAST QUARTER OF SECTION 3, T 14 N, R 56 W, ON THE
 MN0603'NORTH RIGHT-OF-WAY OF A DIM SECTION LINE ROAD, AND ON THE
 MN0603'SUMMIT OF A LOW KNOLL IN PASTURE LAND.
 MN0603'
 MN0603'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0603'STATE HIGHWAY 71, IN KIMBALL, GO SOUTH ON HIGHWAY 71 FOR 3.0
 MN0603'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVEL ROAD
 MN0603'FOR 3.0 MILES TO A CROSSROAD.  (ABANDONED FARM BUILDINGS IN THE
 MN0603'NORTHWEST ANGLE.) TURN RIGHT AND GO NORTH ON A SECTION LINE
 MN0603'ROAD FOR 1.0 MILE TO AN EAST-WEST FENCE AND THE AZIMUTH MARK IN
 MN0603'THE SOUTHEAST FENCE CORNER.  TURN LEFT AND GO WEST ALONG THE
 MN0603'SOUTH SIDE OF THE FENCE FOR 0.25 MILE TO THE SUMMIT OF A SMALL
 MN0603'RISE AND THE STATION ON THE RIGHT, 3 FEET SOUTH OF THE FENCE.
 MN0603'
 MN0603'STATION MARKS ARE STANDARD DISKS STAMPED CLEM 1963.  THE SURFACE
 MN0603'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0603'OF THE GROUND.  IT IS 3.5 FEET SOUTHWEST OF A METAL WITNESS
 MN0603'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MN0603'CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0603'
 MN0603'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLEM NO 1 1963,
 MN0603'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0603'THE GROUND.  IT IS 1.5 FEET SOUTH OF THE FENCE.
 MN0603'
 MN0603'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLEM NO 2 1963,
 MN0603'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0603'THE GROUND.  IT IS 1.5 FEET SOUTH OF THE FENCE.
 MN0603'
 MN0603'AZIMUTH MARK IS A STANDARD DISK STAMPED CLEM 1963, SET IN A
 MN0603'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 47.5 FEET
 MN0603'SOUTHWEST OF A SOUTHWEST GATE POST, 42 FEET WEST OF THE CENTER
 MN0603'OF A TRACK ROAD, 2.2 FEET WEST OF A METAL WITNESS POST AND 2
 MN0603'FEET SOUTH OF A FENCE CORNER POST.
 MN0603'
 MN0603'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1081 ***********************************************************************
 ML1081  DESIGNATION -  CLEVELAND TWP KAC 37 ATT CO TR
 ML1081  PID         -  ML1081
 ML1081  STATE/COUNTY-  NE/HOWARD
 ML1081  USGS QUAD   -  ST PAUL SW (1961)
 ML1081
 ML1081                         *CURRENT SURVEY CONTROL
 ML1081  ___________________________________________________________________
 ML1081* NAD 83(1995)-  41 06 21.41386(N)    098 27 22.47154(W)     ADJUSTED  
 ML1081* NAVD 88     -                                                        
 ML1081  ___________________________________________________________________
 ML1081  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 ML1081  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 ML1081
 ML1081  HORZ ORDER  -  THIRD
 ML1081
 ML1081.The horizontal coordinates were established by classical geodetic methods
 ML1081.and adjusted by the National Geodetic Survey in August 1997..
 ML1081
 ML1081
 ML1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1081
 ML1081.The geoid height was determined by GEOID03.
 ML1081
 ML1081;                    North         East     Units Scale Factor Converg.
 ML1081;SPC NE       -   142,450.663   629,628.131   MT  0.99968281   +1 01 23.0
 ML1081;UTM  14      - 4,550,660.878   545,657.660   MT  0.99962566   +0 21 27.0
 ML1081
 ML1081                          SUPERSEDED SURVEY CONTROL
 ML1081
 ML1081  NAD 83(1986)-  41 06 21.42127(N)    098 27 22.47381(W) AD(       ) 4
 ML1081  NAD 27      -  41 06 21.37600(N)    098 27 21.22600(W) AD(       ) 3
 ML1081
 ML1081.Superseded values are not recommended for survey control.
 ML1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1081.See file dsdata.txt to determine how the superseded data were derived.
 ML1081
 ML1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4565850661(NAD 83)
 ML1081_MARKER: 55 = TOWER
 ML1081
 ML1081  HISTORY     - Date     Condition        Report By
 ML1081  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1081
 ML1081                          STATION DESCRIPTION
 ML1081
 ML1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1081'THE STATION IS LOCATED ABOUT 5.0 MILES WEST-NORTHWEST OF ST.
 ML1081'LIBORY AND 4.5 MILES EAST OF DANNEBROG.  IT IS 228.0 FEET
 ML1081'NORTH OF THE CENTER OF STATE HIGHWAY 58 AND 25.0 FEET NORTH OF
 ML1081'THE NORTHWEST CORNER OF A SMALL WHITE BUILDING.  IT IS A 4
 ML1081'LEGGED STEEL STRUCTURE, 40.0 FEET WIDE AT THE BASE AND HAS
 ML1081'A 30.0 FOOT SQUARE, STEEL MESH PLATFORM AT ITS TOP, WHICH
 ML1081'SUPPORTS 4 REFLECTOR SCREENS AND A BLINKER LIGHT AT ITS
 ML1081'CENTER.  THE TOWER IS ABOUT 150.0 FEET HIGH.
 ML1081'
 ML1081'THE BLINKER LIGHT AT THE TOP AND CENTER WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0352 ***********************************************************************
 MM0352  DESIGNATION -  CLINCH RESET
 MM0352  PID         -  MM0352
 MM0352  STATE/COUNTY-  NE/LINCOLN
 MM0352  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0352
 MM0352                         *CURRENT SURVEY CONTROL
 MM0352  ___________________________________________________________________
 MM0352* NAD 83(1995)-  41 07 59.89334(N)    100 42 31.23989(W)     ADJUSTED  
 MM0352* NAVD 88     -       847.702  (meters)    2781.17   (feet)  ADJUSTED  
 MM0352  ___________________________________________________________________
 MM0352  X           -    -894,048.630 (meters)                     COMP
 MM0352  Y           -  -4,727,693.762 (meters)                     COMP
 MM0352  Z           -   4,174,127.683 (meters)                     COMP
 MM0352  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 MM0352  ELLIP HEIGHT-         825.49  (meters)          (01/04/02) GPS OBS
 MM0352  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 MM0352  DYNAMIC HT  -         847.209 (meters)    2779.55  (feet)  COMP
 MM0352  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 MM0352
 MM0352  HORZ ORDER  -  THIRD
 MM0352  VERT ORDER  -  FIRST     CLASS II
 MM0352  ELLP ORDER  -  FOURTH    CLASS II
 MM0352
 MM0352.This mark is at North Platte Regional Airport (LBF)
 MM0352
 MM0352.The horizontal coordinates were established by GPS observations
 MM0352.and adjusted by the National Geodetic Survey in September 1998..
 MM0352
 MM0352.The orthometric height was determined by differential leveling
 MM0352.and adjusted by the National Geodetic Survey in June 1994..
 MM0352
 MM0352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0352
 MM0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0352
 MM0352.The ellipsoidal height was determined by GPS observations
 MM0352.and is referenced to NAD 83.
 MM0352
 MM0352.The geoid height was determined by GEOID03.
 MM0352
 MM0352.The dynamic height is computed by dividing the NAVD 88
 MM0352.geopotential number by the normal gravity value computed on the
 MM0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0352.degrees latitude (g = 980.6199 gals.).
 MM0352
 MM0352.The modeled gravity was interpolated from observed gravity values.
 MM0352
 MM0352;                    North         East     Units Scale Factor Converg.
 MM0352;SPC NE       -   144,574.158   440,515.288   MT  0.99967961   -0 28 10.7
 MM0352;UTM  14      - 4,554,962.148   356,584.595   MT  0.99985314   -1 07 27.1
 MM0352
 MM0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0352!SPC NE       -   0.99987053  x   0.99967961  =   0.99955018
 MM0352!UTM  14      -   0.99987053  x   0.99985314  =   0.99972369
 MM0352
 MM0352|---------------------------------------------------------------------|
 MM0352| PID    Reference Object                     Distance      Geod. Az  |
 MM0352|                                                           dddmmss.s |
 MM0352| CN8128 CLINCH RM 3                          26.146 METERS 05039     |
 MM0352| CN8125 CLINCH AZ MK                                       0884213.4 |
 MM0352| MM0404 NORTH PLATTE MUN AIRPORT BCN        APPROX. 0.6 KM 1565338.1 |
 MM0352| CN8126 CLINCH RM 1                          10.789 METERS 20642     |
 MM0352| CN8127 CLINCH RM 2                           9.177 METERS 27101     |
 MM0352| CN8129 CLINCH RM 4                          18.611 METERS 33449     |
 MM0352|---------------------------------------------------------------------|
 MM0352
 MM0352                          SUPERSEDED SURVEY CONTROL
 MM0352
 MM0352  ELLIP H (09/17/98)  825.53   (m)                       GP(       ) 4 2
 MM0352  NAD 83(1995)-  41 07 59.89981(N)    100 42 31.23917(W) AD(       ) 3
 MM0352  NAD 83(1986)-  41 07 59.90472(N)    100 42 31.24666(W) AD(       ) 3
 MM0352  NAD 27      -  41 07 59.90558(N)    100 42 29.73653(W) AD(       ) 3
 MM0352  NAVD 88 (06/15/91)  847.706  (m)         2781.18   (f) UNKNOWN     1 2
 MM0352  NGVD 29 (02/14/92)  847.358  (m)         2780.04   (f) ADJUSTED    1 2
 MM0352
 MM0352.Superseded values are not recommended for survey control.
 MM0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0352.See file dsdata.txt to determine how the superseded data were derived.
 MM0352
 MM0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5658554962(NAD 83)
 MM0352_MARKER: DS = TRIANGULATION STATION DISK
 MM0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0352_SP_SET: CONCRETE POST
 MM0352_STAMPING: CLINCH 1951
 MM0352_MARK LOGO: CGS   
 MM0352_PROJECTION: FLUSH
 MM0352_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0352+STABILITY: SURFACE MOTION
 MM0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0352+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 MM0352
 MM0352  HISTORY     - Date     Condition        Report By
 MM0352  HISTORY     - 1951     MONUMENTED       CGS
 MM0352  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MM0352  HISTORY     - 1967     GOOD             CGS
 MM0352  HISTORY     - 1968     GOOD             CGS
 MM0352  HISTORY     - 1974     GOOD             NGS
 MM0352  HISTORY     - 1977     GOOD             NGS
 MM0352  HISTORY     - 1986     GOOD             NGS
 MM0352  HISTORY     - 19970805 GOOD             NGS
 MM0352
 MM0352                          STATION DESCRIPTION
 MM0352
 MM0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0352'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE NORTH
 MM0352'PLATTE MUNICIPAL AIRPORT WHICH IS JUST EAST OF THE CITY OF NORTH
 MM0352'PLATTE AND JUST SOUTH OF U.S. HIGHWAY 30.  IT IS 132.0 FEET
 MM0352'NORTHEAST OF THE NORTHWEST CORNER OF THE UNITED AIR LINES
 MM0352'OFFICE BUILDING, 40.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 MM0352'30 AND 4.0 FEET WEST OF A FENCE CORNER AT THE NORTHWEST CORNER
 MM0352'OF THE AIRFIELD.  IT IS SET FLUSH AND STAMPED CLINCH 1951.
 MM0352'
 MM0352'REFERENCE MARK NO. 1 IS 97.0 FEET NORTHEAST OF THE NORTHWEST
 MM0352'CORNER OF THE UNITED AIR LINES OFFICE BUILDING AND 0.5 FOOT
 MM0352'WEST OF A RAIL AT THE WEST EDGE OF THE AIRFIELD.  IT IS SET
 MM0352'FLUSH AND STAMPED CLINCH NO 1 1951.
 MM0352'
 MM0352'REFERENCE MARK NO. 2 IS 40.0 FEET SOUTH OF THE CENTER OF
 MM0352'U.S. HIGHWAY 30.  IT IS SET FLUSH AND STAMPED CLINCH NO 2 1951.
 MM0352'
 MM0352'THE DISTANCE BETWEEN REFERENCE MARKS IS 35.1 FEET.
 MM0352'
 MM0352'THE AZIMUTH MARK IS 0.7 MILE EAST OF THE STATION AND ON THE
 MM0352'NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 30.  IT IS 55.0 FEET NORTH
 MM0352'OF THE CENTER OF U.S. HIGHWAY 30, 23.0 FEET EAST OF THE CENTER
 MM0352'OF A NORTH-SOUTH GRAVELED ROAD, 1.5 FEET SOUTH OF A TELEPHONE
 MM0352'POLE AND 1.5 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 3 INCHES
 MM0352'AND IS STAMPED CLINCH 1951.
 MM0352'
 MM0352'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MM0352
 MM0352                          STATION RECOVERY (1963)
 MM0352
 MM0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 MM0352'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND
 MM0352'TO BE LEANING.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 MM0352'THE UNDERGROUND STATION MARK WAS RECOVERED AND THE SURFACE
 MM0352'MARK WAS RE-PLUMBED OVER THE UNDERGROUND MARK.  NO ATTEMPT
 MM0352'WAS MADE TO CORRECT THE REFERENCE MARKS NOR WERE THEY OBSERVED
 MM0352'UPON AT THIS TIME.  THIS STATION WAS USED FOR AIRPORT SURVEY
 MM0352'CONTROL.
 MM0352
 MM0352                          STATION RECOVERY (1967)
 MM0352
 MM0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JVT)
 MM0352'THE STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND
 MM0352'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE
 MM0352'RECOVERED AND BOTH MARKS HAVE BEEN HIT BY A ROAD GRADER AND TILTED
 MM0352'OVER.
 MM0352'
 MM0352'THE STATION IS LOCATED AT THE NORTH PLATTE AIRPORT (LEE BIRD
 MM0352'FIELD) NEAR THE PHYSICAL END OF RUNWAY 12, 40.0 FEET SOUTH OF THE
 MM0352'CENTER LINE OF OLD HIGHWAY 30.  A ROUND WOODEN WITNESS POST WITH
 MM0352'SIGN STANDS ADJACENT TO THE STATION MARK.
 MM0352'
 MM0352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.8 MILES
 MM0352'EAST OF NORTH PLATTE
 MM0352
 MM0352                          STATION RECOVERY (1968)
 MM0352
 MM0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MM0352'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 MM0352'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK
 MM0352'NO. 2 WERE FOUND DESTROYED.
 MM0352'
 MM0352'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 MM0352'
 MM0352'FOLLOWING IS A NEW DESCRIPTION.
 MM0352'
 MM0352'TO REACH THE STATION FROM THE ADMINISTRATION BUILDING AT THE
 MM0352'NORTH PLATTE, AIRPORT (LEEBIRD FIELD) WHICH IS ABOUT 2.8 MILES
 MM0352'EAST OF NORTH PLATTE ALONG U.S. HIGHWAY 30, GO WEST ON OLD
 MM0352'U.S. HIGHWAY 30 FOR 0.6 MILE TO THE STATION ON THE LEFT.
 MM0352'
 MM0352'STATION MARK, A STANDARD DISK STAMPED CLINCH 1951, IS SET IN
 MM0352'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 MM0352'262 FEET WEST-NORTHWEST OF THE NORTH POINT OF NORTHWEST-SOUTHEAST
 MM0352'RUNWAY, 109 FEET SOUTHWEST OF A JOG IN A EAST-WEST FENCELINE,
 MM0352'40 FEET SOUTH OF THE CENTER OF OLD U.S. HIGHWAY 30, AND 1.5
 MM0352'FEET EAST OF A LARGE WOODEN POST WITH A WITNESS SIGN.  THE
 MM0352'UNDERGROUND MARK WAS NOT INSPECTED.
 MM0352'
 MM0352'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CLINCH 1951 NO. 3
 MM0352'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 MM0352'WITH THE SURFACE OF THE GROUND.  IT IS 23 FEET SOUTHWEST OF
 MM0352'THE JOG IN THE FENCE, 16 FEET NORTH OF THE CENTER OF OLD U.S.
 MM0352'HIGHWAY 30, AND 15 FEET SOUTH OF THE FENCE.
 MM0352'
 MM0352'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CLINCH 1951 NO. 4
 MM0352'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 MM0352'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 109.5 FEET
 MM0352'WEST-SOUTHWEST OF THE JOG IN THE FENCE, 15.5 FEET NORTH OF THE
 MM0352'CENTER OF OLD U.S. HIGHWAY 30, AND 1 FOOT SOUTH OF THE FENCE.
 MM0352'
 MM0352'AZIMUTH MARK, A STANDARD DISK STAMPED CLINCH 1951, IS SET IN THE
 MM0352'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 MM0352'55 FEET NORTH OF THE CENTER OF OLD U.S. HIGHWAY 30, 23 FEET
 MM0352'EAST OF THE CENTER OF A ROAD, 2 FEET SOUTH OF A TELEPHONE POLE,
 MM0352'1.5 FEET WEST OF A FENCE, AND 1.5 FEET SOUTH OF AN UNDERGROUND
 MM0352'REPAIR STATION FOR TELEPHONE COMPANY.
 MM0352'
 MM0352'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON OLD
 MM0352'U.S. HIGHWAY 30 FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT AND THE
 MM0352'AZIMUTH MARK.  (ABOUT 0.05 MILE EAST-NORTHEAST OF THE
 MM0352'ADMINISTRATION BUILDING.)
 MM0352'
 MM0352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.8
 MM0352'MILES EAST OF NORTH PLATTE.
 MM0352
 MM0352                          STATION RECOVERY (1974)
 MM0352
 MM0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 MM0352'RECOVERED IN GOOD CONDITION, NO DESCRIPTION FURNISHED.
 MM0352'
 MM0352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 MM0352'EAST OF NORTH PLATTE, ON LEE BIRD AIRPORT.
 MM0352
 MM0352                          STATION RECOVERY (1977)
 MM0352
 MM0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DAH)
 MM0352'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION, THE
 MM0352'OTHER MARKS WERE NOT SEARCHED FOR.
 MM0352'
 MM0352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.8 MILES
 MM0352'EAST OF NORTH PLATTE.
 MM0352
 MM0352                          STATION RECOVERY (1986)
 MM0352
 MM0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0352'4.6 KM (2.85 MI) EAST FROM NORTH PLATTE.
 MM0352'4.65 KM (2.9 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0352'HIGHWAY 83 AT NORTH PLATTE, ON THE NORTHWEST PROPERTY CORNER OF THE
 MM0352'LEE BIRD AIRFIELD, 0.35 KM (0.2 MI) EAST OF THE EAST END OF THE BRIDGE
 MM0352'OVER THE NORTH PLATTE RIVER, 44.2 METERS (145 FT) SOUTH OF THE HIGHWAY
 MM0352'CENTERLINE, 79.2 METERS (260 FT) WEST-NORTHWEST OF THE WEST CORNER OF
 MM0352'THE NORTHWEST-SOUTHEAST CONCRETE RUNWAY AND 12.2 METERS (40 FT) SOUTH
 MM0352'OF THE CENTER OF THE OLD HIGHWAY.
 MM0352'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 MM0352'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 MM0352
 MM0352                          STATION RECOVERY (1997)
 MM0352
 MM0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MM0352'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTHWEST OF MAXWELL,
 MM0352'4.8 KM (3.00 MI) EAST OF NORTH PLATTE, AT THE NORTH PLATTE REGIONAL
 MM0352'AIRPORT AND NEAR THE EXTREME NORTHWEST END OF RUNWAY 12R.
 MM0352'OWNERSHIP--NORTH PLATTE AIRPORT AUTHORITY, PO BOX 1517, NORTH PLATTE,
 MM0352'NE 69103.  AIRPORT MANAGER IS KENT PENNEY, PHONE (308) 532-1900.  TO
 MM0352'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE
 MM0352'HIGHWAY 56 G LINK (2.3 MI SOUTHEAST OF NORTH PLATTE) EXIT 179, GO
 MM0352'NORTH ON STATE HIGHWAY 56 G LINK FOR 2.98 KM (1.85 MI) TO A
 MM0352'T-JUNCTION, TURN RIGHT AND GO EAST ON US HIGHWAY 30 FOR 2.4 KM (1.50
 MM0352'MI) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTH ON THE AIRPORT
 MM0352'ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO A INTERSECTION AND THE AIRPORT
 MM0352'OFFICE AHEAD, TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.3 KM (0.20
 MM0352'MI) TO A LOCKED GATE, PASS THROUGH GATE, CONTINUE AHEAD AND GO WEST ON
 MM0352'PAVED THEN GRAVEL ROAD FOR 0.5 KM (0.30 MI) TO THE STATION ON THE LEFT
 MM0352'JUST PAST THE EXTENDED CENTERLINE OF RUNWAY 12R.  THE STATION IS ABOUT
 MM0352'.35 KM (0.20 MI) EAST OF THE EAST END OF THE BRIDGE OVER THE NORTH
 MM0352'PLATTE RIVER, 79.2 M (259.8 FT) WEST-NORTHWEST OF THE WEST CORNER OF
 MM0352'THE RUNWAY 30L OVERUN, 44.2 M (145.0 FT) SOUTH OF THE HIGHWAY
 MM0352'CENTERLINE, 12.2 M (40.0 FT) SOUTH OF THE CENTER OF A GRAVEL AIRPORT
 MM0352'PERIMETER ROAD, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6
 MM0352'M (2.0 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4154 ***********************************************************************
 AB4154  SACS        -  This is a Secondary Airport Control Station.
 AB4154  DESIGNATION -  CNP A
 AB4154  PID         -  AB4154
 AB4154  STATE/COUNTY-  NE/DEUEL
 AB4154  USGS QUAD   -  CHAPPELL (1961)
 AB4154
 AB4154                         *CURRENT SURVEY CONTROL
 AB4154  ___________________________________________________________________
 AB4154* NAD 83(1995)-  41 04 42.33620(N)    102 27 53.56934(W)     ADJUSTED  
 AB4154* NAVD 88     -      1121.08   (meters)    3678.1    (feet)  GPS OBS   
 AB4154  ___________________________________________________________________
 AB4154  X           -  -1,039,426.738 (meters)                     COMP
 AB4154  Y           -  -4,702,189.008 (meters)                     COMP
 AB4154  Z           -   4,169,715.972 (meters)                     COMP
 AB4154  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AB4154  ELLIP HEIGHT-        1100.95  (meters)          (12/19/01) GPS OBS
 AB4154  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 AB4154
 AB4154  HORZ ORDER  -  FIRST
 AB4154  ELLP ORDER  -  FOURTH    CLASS II
 AB4154
 AB4154.This mark is at Billy G Ray Field Airport (CNP)
 AB4154
 AB4154.The horizontal coordinates were established by GPS observations
 AB4154.and adjusted by the National Geodetic Survey in September 1998..
 AB4154
 AB4154.The orthometric height was determined by GPS observations and a
 AB4154.high-resolution geoid model.
 AB4154
 AB4154.GPS derived orthometric heights for airport stations designated as
 AB4154.PACS or SACS are published to 2 decimal places.  This maintains
 AB4154.centimeter relative accuracy between the PACS and SACS.  It does
 AB4154.not indicate centimeter accuracy relative to other marks which are
 AB4154.part of the NAVD 88 network.
 AB4154
 AB4154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4154
 AB4154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4154
 AB4154.The ellipsoidal height was determined by GPS observations
 AB4154.and is referenced to NAD 83.
 AB4154
 AB4154.The geoid height was determined by GEOID03.
 AB4154
 AB4154;                    North         East     Units Scale Factor Converg.
 AB4154;SPC NE       -   141,189.436   292,955.886   MT  0.99968625   -1 38 00.5
 AB4154;UTM  13      - 4,550,560.156   712,964.135   MT  1.00015823   +1 39 59.1
 AB4154
 AB4154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4154!SPC NE       -   0.99982734  x   0.99968625  =   0.99951364
 AB4154!UTM  13      -   0.99982734  x   1.00015823  =   0.99998554
 AB4154
 AB4154:                Primary Azimuth Mark                     Grid Az
 AB4154:SPC NE       -  BILLIE RAY                               133 34 43.3
 AB4154:UTM  13      -  BILLIE RAY                               130 16 43.7
 AB4154
 AB4154|---------------------------------------------------------------------|
 AB4154| PID    Reference Object                     Distance      Geod. Az  |
 AB4154|                                                           dddmmss.s |
 AB4154| MN0657 BILLIE RAY                          451.047 METERS 1315642.8 |
 AB4154|---------------------------------------------------------------------|
 AB4154
 AB4154                          SUPERSEDED SURVEY CONTROL
 AB4154
 AB4154  ELLIP H (09/17/98) 1100.99   (m)                       GP(       ) 4 2
 AB4154
 AB4154.Superseded values are not recommended for survey control.
 AB4154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4154.See file dsdata.txt to determine how the superseded data were derived.
 AB4154
 AB4154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1296450560(NAD 83)
 AB4154_MARKER: DD = SURVEY DISK
 AB4154_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4154_STAMPING: CNP A 1995
 AB4154_MARK LOGO: NGS   
 AB4154_PROJECTION: FLUSH
 AB4154_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4154+STABILITY: SURFACE MOTION
 AB4154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4154+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 AB4154_ROD/PIPE-DEPTH: 1    meters
 AB4154
 AB4154  HISTORY     - Date     Condition        Report By
 AB4154  HISTORY     - 1995     MONUMENTED       NGS
 AB4154  HISTORY     - 19970801 GOOD             NGS
 AB4154  HISTORY     - 20060111 GOOD             NDA
 AB4154
 AB4154                          STATION DESCRIPTION
 AB4154
 AB4154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4154'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF LODGEPOLE,
 AB4154'0.7 MI (1.1 KM) SOUTH OF CHAPPELL, AND AT THE CHAPPELL/BILLY G. RAY
 AB4154'FIELD.  OWNERSHIP--CHAPPELL AIRPORT AUTHORITY, PO BOX 546, CHAPPELL,
 AB4154'NE 69129.  AIRPORT MANAGER IS DON MILBURN, PHONE (308) 874-2647.  TO
 AB4154'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE
 AB4154'HIGHWAY 25A LINK (EXIT 85), GO NORTH ON STATE HIGHWAY 25A LINK FOR 0.1
 AB4154'MI (0.2 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST-SOUTHEAST
 AB4154'ON AIRPORT ROAD FOR 0.7 MI (1.1 KM) TO A GATE, PASS THROUGH GATE AND
 AB4154'GO EAST-SOUTHEAST ON THE ROAD FOR 0.1 MI (0.2 KM) TO A PAVED TAXIWAY,
 AB4154'TURN RIGHT AND GO SOUTHWEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08
 AB4154'KM) TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE RUNWAY FOR 0.3
 AB4154'MI (0.5 KM) TO THE STATION ON THE RIGHT, IN LINE WITH OPPOSITE SIDE
 AB4154'RUNWAY LIGHTS.  THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET
 AB4154'INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 13 CM PVC
 AB4154'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONRETE
 AB4154'ARE FLUSH WITH GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE
 AB4154'BOTTOM OF THE FENO PIPE.  LOCATED 127.5 FT (38.9 M) SOUTHWEST OF A
 AB4154'WITNESS POST SET INTO A FENCE LINE, 124.0 FT (37.8 M) NORTHEAST OF THE
 AB4154'RUNWAY CENTER, 86.3 FT (26.3 M) NORTHEAST OF A RUNWAY LIGHT (60) AND
 AB4154'1.1 FT (0.3 M) SOUTHEAST OF A SHORT WITNESS POST.  THIS STATION TO BE
 AB4154'USED AS SACS.
 AB4154
 AB4154                          STATION RECOVERY (1997)
 AB4154
 AB4154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4154'RECOVERED AS DESCRIBED.
 AB4154
 AB4154                          STATION RECOVERY (2006)
 AB4154
 AB4154'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 AB4154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0454 ***********************************************************************
 NO0454  DESIGNATION -  CODY MUNICIPAL TANK
 NO0454  PID         -  NO0454
 NO0454  STATE/COUNTY-  NE/CHERRY
 NO0454  USGS QUAD   -  CODY EAST (1985)
 NO0454
 NO0454                         *CURRENT SURVEY CONTROL
 NO0454  ___________________________________________________________________
 NO0454* NAD 83(1995)-  42 56 12.25838(N)    101 14 47.41177(W)     ADJUSTED  
 NO0454* NAVD 88     -                                                        
 NO0454  ___________________________________________________________________
 NO0454  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 NO0454  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 NO0454
 NO0454  HORZ ORDER  -  THIRD
 NO0454
 NO0454.The horizontal coordinates were established by classical geodetic methods
 NO0454.and adjusted by the National Geodetic Survey in August 1997..
 NO0454
 NO0454
 NO0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0454
 NO0454.The geoid height was determined by GEOID03.
 NO0454
 NO0454;                    North         East     Units Scale Factor Converg.
 NO0454;SPC NE       -   345,326.896   398,261.120   MT  0.99997159   -0 49 33.8
 NO0454;SPC SD S     -    67,443.226   525,466.102   MT  0.99997712   -0 37 47.8
 NO0454;SPC SD S     -   221,269.98  1,723,966.70   sFT  0.99997712   -0 37 47.8
 NO0454;UTM  14      - 4,756,238.254   316,700.021   MT  1.00001336   -1 31 50.6
 NO0454
 NO0454                          SUPERSEDED SURVEY CONTROL
 NO0454
 NO0454  NAD 83(1986)-  42 56 12.25511(N)    101 14 47.41963(W) AD(       ) 4
 NO0454  NAD 27      -  42 56 12.24000(N)    101 14 45.89100(W) AD(       ) 3
 NO0454
 NO0454.Superseded values are not recommended for survey control.
 NO0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0454.See file dsdata.txt to determine how the superseded data were derived.
 NO0454
 NO0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1670056238(NAD 83)
 NO0454_MARKER: 53 = ELEVATED TANK
 NO0454
 NO0454  HISTORY     - Date     Condition        Report By
 NO0454  HISTORY     - 1949     FIRST OBSERVED   CGS
 NO0454
 NO0454                          STATION DESCRIPTION
 NO0454
 NO0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0454'LOCATED IN THE WEST EDGE OF CODY AND ABOUT 1 BLOCK NORTH OF
 NO0454'THE RAILROAD STATION.  IT IS A 4-LEGGED STEEL STRUCTURE
 NO0454'ABOUT 125 FEET HIGH WITH THE LETTERING CODY ON THE SOUTH SIDE
 NO0454'OF THE TANK.  POINT OBSERVED UPON, FINIAL ON THE APEX OF THE
 NO0454'TANK ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1160 ***********************************************************************
 ML1160  DESIGNATION -  COFFMAN
 ML1160  PID         -  ML1160
 ML1160  STATE/COUNTY-  NE/CUSTER
 ML1160  USGS QUAD   -  EDDYVILLE NE (1974)
 ML1160
 ML1160                         *CURRENT SURVEY CONTROL
 ML1160  ___________________________________________________________________
 ML1160* NAD 83(1995)-  41 14 39.45434(N)    099 31 17.71648(W)     ADJUSTED  
 ML1160* NAVD 88     -       820.62   (+/-2cm)    2692.3    (feet)  VERTCON   
 ML1160  ___________________________________________________________________
 ML1160  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 ML1160  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 ML1160
 ML1160  HORZ ORDER  -  FIRST
 ML1160  VERT ORDER  -  THIRD ? (See Below)
 ML1160
 ML1160.The horizontal coordinates were established by classical geodetic methods
 ML1160.and adjusted by the National Geodetic Survey in August 1997..
 ML1160
 ML1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1160.The vertical order pertains to the NGVD 29 superseded value.
 ML1160
 ML1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1160
 ML1160.The geoid height was determined by GEOID03.
 ML1160
 ML1160;                    North         East     Units Scale Factor Converg.
 ML1160;SPC NE       -   156,763.448   540,088.826   MT  0.99966896   +0 19 01.4
 ML1160;UTM  14      - 4,566,007.614   456,295.942   MT  0.99962351   -0 20 37.9
 ML1160
 ML1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1160!SPC NE       -   0.99987493  x   0.99966896  =   0.99954393
 ML1160!UTM  14      -   0.99987493  x   0.99962351  =   0.99949849
 ML1160
 ML1160:                Primary Azimuth Mark                     Grid Az
 ML1160:SPC NE       -  COFFMAN RM 1 AZIMUTH                     101 33 23.2
 ML1160:UTM  14      -  COFFMAN RM 1 AZIMUTH                     102 13 02.5
 ML1160
 ML1160|---------------------------------------------------------------------|
 ML1160| PID    Reference Object                     Distance      Geod. Az  |
 ML1160|                                                           dddmmss.s |
 ML1160| CN8971 COFFMAN RM 1 AZIMUTH                               1015224.6 |
 ML1160| CN8972 COFFMAN RM 2                         36.452 METERS 18317     |
 ML1160| CN8973 COFFMAN RM 3                         19.150 METERS 25157     |
 ML1160| CN8970 COFFMAN AZ MK                                      2754224.8 |
 ML1160|---------------------------------------------------------------------|
 ML1160
 ML1160                          SUPERSEDED SURVEY CONTROL
 ML1160
 ML1160  NAD 83(1986)-  41 14 39.46130(N)    099 31 17.72153(W) AD(       ) 1
 ML1160  NAD 27      -  41 14 39.43300(N)    099 31 16.33600(W) AD(       ) 1
 ML1160  NGVD 29 (07/19/86)  820.37   (m)         2691.5    (f) LEVELING    3  
 ML1160
 ML1160.Superseded values are not recommended for survey control.
 ML1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1160.See file dsdata.txt to determine how the superseded data were derived.
 ML1160
 ML1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5629666008(NAD 83)
 ML1160_MARKER: DS = TRIANGULATION STATION DISK
 ML1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1160
 ML1160  HISTORY     - Date     Condition        Report By
 ML1160  HISTORY     - 1933     MONUMENTED       CGS
 ML1160  HISTORY     - 1951     GOOD             CGS
 ML1160
 ML1160                          STATION DESCRIPTION
 ML1160
 ML1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1160'ABOUT 8 MILES SOUTHWEST OF ANSLEY AND 8 MILES SOUTH OF BERWYN,
 ML1160'IN NORTHWEST QUARTER SEC. 29, T. 15 N., R. 19 W., ON LAND
 ML1160'OWNED AND OCCUPIED BY J.B. COFFMAN.  STATION IS ON A FLAT-TOPPED
 ML1160'HILL IN PASTURE.
 ML1160'
 ML1160'REACHED FROM BERWYN, A VILLAGE ON STATE HIGHWAY 2 AND THE
 ML1160'CHICAGO, BURLINGTON AND QUINCY RAILROAD, BY FOLLOWING GRADED
 ML1160'ROAD SOUTH 1.5 MILES, THENCE TO RIGHT ON ROAD LEADING WEST AND
 ML1160'SOUTH 6.7 MILES, THENCE EAST ACROSS FIELDS AND PASTURE 0.4
 ML1160'MILE TO STATION.  AN OLD WAGON TRAIL CROSSES THE PASTURE 40
 ML1160'YARDS SOUTH OF STATION.  MARK IS ON EXTREME NORTHERLY PART OF
 ML1160'FLAT-TOPPED SUMMIT.
 ML1160'
 ML1160'REFERENCE MARK NO. 1 IS 0.3 MILE EAST OF STATION ON CREST OF
 ML1160'RIDGE, AND JUST NORTH OF THE WAGON TRAIL WHICH PASSES THE STATION.
 ML1160'
 ML1160'REFERENCE MARK NO. 2 IS SOUTH OF STATION JUST NORTH OF WAGON
 ML1160'TRAIL, AND SAME ELEVATION AS STATION.
 ML1160'
 ML1160'REFERENCE MARK NO. 3 IS WEST OF STATION, ON SLOPE, AND 3 FEET
 ML1160'LOWER THAN THE STATION.
 ML1160'
 ML1160'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.08 METERS.
 ML1160
 ML1160                          STATION RECOVERY (1951)
 ML1160
 ML1160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1160'THE STATION, REFERENCE MARK NUMBER 2 AND REFERENCE MARK NUMBER
 ML1160'3 WERE RECOVERED AND ARE IN GOOD CONDITION.  REFERENCE MARK
 ML1160'NO. 1 (AZIMUTH MARK) WAS NOT RECOVERED AND A NEW AZIMUTH MARK WAS
 ML1160'ESTABLISHED BY THIS PARTY.
 ML1160'
 ML1160'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 ML1160'
 ML1160'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF ANSLEY AND 8
 ML1160'MILES SOUTH-SOUTHWEST OF BERWYN.  IT IS ON THE TOP OF A GRASS
 ML1160'COVERED RIDGE WHICH IS FLAT ON THE TOP.  IT IS SURROUNDED BY
 ML1160'A 10 FOOT SQUARE WIRE FENCE.  IT IS STAMPED COFFMAN 1933 AND
 ML1160'PROJECTS 2 INCHES.
 ML1160'
 ML1160'REFERENCE MARK NO. 2 IS ON ABOUT THE SAME ELEVATION AS THE
 ML1160'STATION.  IT IS STAMPED COFFMAN NO 2 1933 AND PROJECTS 3 INCHES.
 ML1160'
 ML1160'REFERENCE MARK NO. 3 IS ABOUT 3 FEET LOWER IN ELEVATION THAN
 ML1160'THE STATION.  IT IS STAMPED COFFMAN NO 3 1933 AND PROJECTS 3 INCHES.
 ML1160'
 ML1160'THE DISTANCE BETWEEN REFERENCE NO. 2 AND REFERENCE MARK NO. 3
 ML1160'IS 113.2 FEET.
 ML1160'
 ML1160'THE AZIMUTH MARK IS LOCATED 33 FEET EAST OF THE CENTER OF A
 ML1160'NORTH-SOUTH DIRT ROAD, 1 FOOT NORTH OF A WITNESS POST AND 1
 ML1160'FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED COFFMAN
 ML1160'1951 AND PROJECTS 7 INCHES.
 ML1160'
 ML1160'TO REACH THE STATION FROM THE DEPOT IN BERWYN, GO SOUTH FOR 0.05
 ML1160'MILE TO STATE HIGHWAY 2.  CONTINUE SOUTHERLY ON A WINDING
 ML1160'GRAVELED ROAD FOR 5.5 MILES TO A CROSSROAD, TURN RIGHT AND GO
 ML1160'WEST ON A DIRT ROAD FOR 2.0 MILES TO A T ROAD INTERSECTION, TURN
 ML1160'LEFT AND GO SOUTH ON A DIRT ROAD FOR 2.2 MILES TO THE AZIMUTH
 ML1160'MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH FOR 0.15 MILE
 ML1160'TO THE FOOT OF THE HILL AND A GATE ON THE LEFT (JUST WEST OF
 ML1160'A DAM), PASS THROUGH THE GATE AND GO EASTERLY UP HILL THROUGH
 ML1160'THE PASTURE FOR 0.45 MILE TO THE HIGHEST POINT OF THE RIDGE
 ML1160'AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0442 ***********************************************************************
 LJ0442  DESIGNATION -  COLBURN
 LJ0442  PID         -  LJ0442
 LJ0442  STATE/COUNTY-  NE/RED WILLOW
 LJ0442  USGS QUAD   -  BARTLEY SW (1970)
 LJ0442
 LJ0442                         *CURRENT SURVEY CONTROL
 LJ0442  ___________________________________________________________________
 LJ0442* NAD 83(1995)-  40 20 09.86718(N)    100 29 51.66738(W)     ADJUSTED  
 LJ0442* NAVD 88     -       825.21   (+/-2cm)    2707.4    (feet)  VERTCON   
 LJ0442  ___________________________________________________________________
 LJ0442  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 LJ0442  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 LJ0442
 LJ0442  HORZ ORDER  -  SECOND
 LJ0442  VERT ORDER  -  THIRD ? (See Below)
 LJ0442
 LJ0442.The horizontal coordinates were established by classical geodetic methods
 LJ0442.and adjusted by the National Geodetic Survey in August 1997..
 LJ0442
 LJ0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0442.The vertical order pertains to the NGVD 29 superseded value.
 LJ0442
 LJ0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0442
 LJ0442.The geoid height was determined by GEOID03.
 LJ0442
 LJ0442;                    North         East     Units Scale Factor Converg.
 LJ0442;SPC NE       -    55,942.268   457,715.753   MT  0.99986495   -0 19 47.3
 LJ0442;UTM  14      - 4,466,135.589   372,784.588   MT  0.99979922   -0 58 10.3
 LJ0442
 LJ0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0442!SPC NE       -   0.99987430  x   0.99986495  =   0.99973927
 LJ0442!UTM  14      -   0.99987430  x   0.99979922  =   0.99967355
 LJ0442
 LJ0442|---------------------------------------------------------------------|
 LJ0442| PID    Reference Object                     Distance      Geod. Az  |
 LJ0442|                                                           dddmmss.s |
 LJ0442| CN8975 COLBURN RM 1                         19.837 METERS 11800     |
 LJ0442| LJ0441 INDIANOLA USBR HQ WATER TOWER       APPROX.10.8 KM 1422301.7 |
 LJ0442| LJ0435 INDIANOLA MUNICIPAL TANK            APPROX.12.6 KM 1471438.2 |
 LJ0442| CN8976 COLBURN RM 2                         39.435 METERS 20231     |
 LJ0442| LJ0450 MC COOK CBQ RR CONC STK             APPROX.19.1 KM 2144157.1 |
 LJ0442| LJ0453 MC COOK MUNICIPAL TANK              APPROX.17.6 KM 2155321.2 |
 LJ0442| LJ0462 MC COOK RAD STA KBRL MAST           APPROX.19.1 KM 2212208.6 |
 LJ0442| LJ0464 MC COOK REA RADIO MAST              APPROX.18.8 KM 2235924.5 |
 LJ0442| LJ0458 MC COOK STATE POLICE RAD MAST       APPROX.19.4 KM 2250648.9 |
 LJ0442| CN8977 COLBURN RM 2 RESET                   14.478 METERS 22732     |
 LJ0442| LJ0446 MC COOK ST AIRFIELD WATER TWR       APPROX.18.4 KM 2603426.6 |
 LJ0442| CN8974 COLBURN AZ MK RESET                                2660245.1 |
 LJ0442|---------------------------------------------------------------------|
 LJ0442
 LJ0442                          SUPERSEDED SURVEY CONTROL
 LJ0442
 LJ0442  NAD 83(1986)-  40 20 09.87210(N)    100 29 51.67294(W) AD(       ) 2
 LJ0442  NAD 27      -  40 20 09.85148(N)    100 29 50.13909(W) AD(       ) 2
 LJ0442  NGVD 29 (07/19/86)  824.88   (m)         2706.3    (f) LEVELING    3  
 LJ0442
 LJ0442.Superseded values are not recommended for survey control.
 LJ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0442.See file dsdata.txt to determine how the superseded data were derived.
 LJ0442
 LJ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7278566136(NAD 83)
 LJ0442_MARKER: DS = TRIANGULATION STATION DISK
 LJ0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0442
 LJ0442  HISTORY     - Date     Condition        Report By
 LJ0442  HISTORY     - 1951     MONUMENTED       CGS
 LJ0442  HISTORY     - 1963     GOOD             BOR
 LJ0442
 LJ0442                          STATION DESCRIPTION
 LJ0442
 LJ0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0442'THE STATION IS LOCATED ABOUT 11.5 MILES NORTHEAST OF MC COOK,
 LJ0442'8.0 MILES NORTH-NORTHWEST OF INDIANOLA, AT A FARM YARD ENTRANCE
 LJ0442'AND JUST NORTH OF A T ROAD INTERSECTION.  IT IS 80.0 FEET
 LJ0442'NORTH OF THE CENTER OF A T ROAD INTERSECTION, 31.0 FEET
 LJ0442'NORTH OF A FENCE CORNER, 18.0 FEET EAST OF THE CENTER OF
 LJ0442'A FARM LANE, 4.0 FEET WEST OF A NORTH-SOUTH FENCE LINE AND
 LJ0442'4.0 FEET WEST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND
 LJ0442'IS STAMPED COLBURN 1951.
 LJ0442'
 LJ0442'REFERENCE MARK NO. 1 IS 33.0 FEET NORTH OF THE CENTER OF AN
 LJ0442'EAST-WEST GRAVELED ROAD AND SET IN AN EAST-WEST FENCE LINE.
 LJ0442'IT PROJECTS 3 INCHES AND IS STAMPED COLBURN NO 1 1951.
 LJ0442'
 LJ0442'REFERENCE MARK NO. 2 IS 66.0 FEET SOUTHWEST OF THE CENTER
 LJ0442'OF A T ROAD INTERSECTION, 4.0 FEET SOUTH OF A FENCE CORNER
 LJ0442'AND SET IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 6 INCHES
 LJ0442'AND IS STAMPED COLBURN NO 2 1951.
 LJ0442'
 LJ0442'THE DISTANCE BETWEEN REFERENCE MARKS IS 139.1 FEET.
 LJ0442'
 LJ0442'THE AZIMUTH MARK IS 32.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LJ0442'GRAVELED ROAD, 1.5 FEET NORTHEAST OF A WITNESS POST AND 1.0
 LJ0442'FOOT NORTH OF A FENCE CORNER.  IT PROJECTS 4 INCHES AND IS
 LJ0442'STAMPED COLBURN 1951.
 LJ0442'
 LJ0442'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 LJ0442'GRAVELED ROAD FOR 0.25 MILE TO A FENCE CORNER AT THE NORTHWEST
 LJ0442'CORNER OF A FARM YARD AND THE AZIMUTH MARK ON THE LEFT AS
 LJ0442'DESCRIBED.
 LJ0442'
 LJ0442'TO REACH THE STATION FROM THE POST OFFICE IN MC COOK, GO
 LJ0442'SOUTH FOR 0.1 MILE TO U.S. HIGHWAY 6.  TURN LEFT, EAST, ON
 LJ0442'U.S. HIGHWAY 6 FOR 7.0 MILES TO A CROSSROAD AND A LARGE
 LJ0442'SCHOOLHOUSE AT A NORTHWEST ANGLE.  CONTINUE EAST ON U.S.
 LJ0442'HIGHWAY 6 FOR 1.0 MILE TO A T ROAD LEADING NORTH.  TURN LEFT,
 LJ0442'NORTH, ON A GRAVELED ROAD FOR 3.0 MILES TO A T ROAD INTERSECTION
 LJ0442'AND WHERE THE MAIN ROAD TURNS WEST.  TURN LEFT AND FOLLOW
 LJ0442'THE MAIN GRAVELED ROAD WEST FOR 0.45 MILE TO A T ROAD LEADING
 LJ0442'NORTH.  TURN RIGHT, NORTH, ON A GRAVELED FOR 4.0 MILE TO A
 LJ0442'T ROAD INTERSECTION AND THE STATION AS DESCRIBED.
 LJ0442'
 LJ0442'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LJ0442
 LJ0442                          STATION RECOVERY (1963)
 LJ0442
 LJ0442'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1963
 LJ0442'COMPUTATION DONE IN WASHINGTON OFFICE FROM DATA FURNISHED
 LJ0442'BY U.S.B.R.--
 LJ0442'
 LJ0442'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION.
 LJ0442'DUE TO RELOCATION OF A COUNTY ROAD, IT WAS NECESSARY TO MOVE
 LJ0442'R.M. 2, AND THE AZIMUTH MARK, WHICH WAS RESET ON LINE, 223.0
 LJ0442'FEET FARTHER FROM THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1748 ***********************************************************************
 NM1748  DESIGNATION -  COLERIDGE MUNICIPAL TANK
 NM1748  PID         -  NM1748
 NM1748  STATE/COUNTY-  NE/CEDAR
 NM1748  USGS QUAD   -  COLERIDGE (1968)
 NM1748
 NM1748                         *CURRENT SURVEY CONTROL
 NM1748  ___________________________________________________________________
 NM1748* NAD 83(1995)-  42 30 18.78675(N)    097 12 32.44897(W)     ADJUSTED  
 NM1748* NAVD 88     -                                                        
 NM1748  ___________________________________________________________________
 NM1748  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 NM1748  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 NM1748
 NM1748  HORZ ORDER  -  THIRD
 NM1748
 NM1748.The horizontal coordinates were established by classical geodetic methods
 NM1748.and adjusted by the National Geodetic Survey in August 1997..
 NM1748
 NM1748
 NM1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1748
 NM1748.The geoid height was determined by GEOID03.
 NM1748
 NM1748;                    North         East     Units Scale Factor Converg.
 NM1748;SPC NE       -   300,364.133   729,314.034   MT  0.99981090   +1 50 58.5
 NM1748;UTM  14      - 4,707,426.699   647,148.316   MT  0.99986641   +1 12 37.1
 NM1748
 NM1748                          SUPERSEDED SURVEY CONTROL
 NM1748
 NM1748  NAD 83(1986)-  42 30 18.79405(N)    097 12 32.44265(W) AD(       ) 4
 NM1748  NAD 27      -  42 30 18.79200(N)    097 12 31.25100(W) AD(       ) 3
 NM1748
 NM1748.Superseded values are not recommended for survey control.
 NM1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1748.See file dsdata.txt to determine how the superseded data were derived.
 NM1748
 NM1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4714807427(NAD 83)
 NM1748_MARKER: 53 = ELEVATED TANK
 NM1748
 NM1748  HISTORY     - Date     Condition        Report By
 NM1748  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1748  HISTORY     - 1940     GOOD             CGS
 NM1748
 NM1748                          STATION DESCRIPTION
 NM1748
 NM1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1748'POINT OBSERVED UPON WAS THE FINIAL OF THE SILVER MUNICIPAL
 NM1748'WATER TANK LOCATED IN THE SOUTHWEST CORNER OF THE TOWN
 NM1748'OF COLERIDGE.  TANK IS 100 FEET HIGH.
 NM1748'
 NM1748'OBSERVED UPON FROM STATIONS HAVEKOST, THUN, GUINN, HAHNE,
 NM1748'RASMUSSEN AND CEDAR.
 NM1748
 NM1748                          STATION RECOVERY (1940)
 NM1748
 NM1748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1748'COLERIDGE MUNICIPAL TANK IS IN THE TOWN OF COLERIDGE, ONE
 NM1748'BLOCK NORTH OF THE INTERSECTION OF FULTON STREET AND STATE
 NM1748'HIGHWAY 15, ON THE EAST SIDE OF FULTON STREET.
 NM1748'
 NM1748'TANK AND SUPPORTING TOWER ARE ALL STEEL CONSTRUCTION, THE
 NM1748'TANK PAINTED SILVER, SUPPORTING TOWER PAINTED BLACK.  THE
 NM1748'ENTIRE STRUCTURE IS 102 FEET HIGH AND HAS AN 8-INCH STEEL
 NM1748'BALL CENTERED AT THE TOP.  IT WAS BUILT IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1532 ***********************************************************************
 LH1532  DESIGNATION -  COLLEGE 2
 LH1532  PID         -  LH1532
 LH1532  STATE/COUNTY-  NE/BUFFALO
 LH1532  USGS QUAD   -  KEARNEY (1983)
 LH1532
 LH1532                         *CURRENT SURVEY CONTROL
 LH1532  ___________________________________________________________________
 LH1532* NAD 83(1995)-  40 42 01.41245(N)    099 05 46.28681(W)     ADJUSTED  
 LH1532* NAVD 88     -       660.     (meters)    2165.     (feet)  SCALED    
 LH1532  ___________________________________________________________________
 LH1532  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 LH1532  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 LH1532
 LH1532  HORZ ORDER  -  THIRD
 LH1532
 LH1532.The horizontal coordinates were established by classical geodetic methods
 LH1532.and adjusted by the National Geodetic Survey in August 1997..
 LH1532
 LH1532.The orthometric height was scaled from a topographic map.
 LH1532
 LH1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1532
 LH1532.The geoid height was determined by GEOID03.
 LH1532
 LH1532;                    North         East     Units Scale Factor Converg.
 LH1532;SPC NE       -    96,667.495   576,365.464   MT  0.99975661   +0 35 56.2
 LH1532;UTM  14      - 4,505,503.085   491,873.686   MT  0.99960081   -0 03 45.8
 LH1532
 LH1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1532!SPC NE       -   0.99990026  x   0.99975661  =   0.99965690
 LH1532!UTM  14      -   0.99990026  x   0.99960081  =   0.99950111
 LH1532
 LH1532|---------------------------------------------------------------------|
 LH1532| PID    Reference Object                     Distance      Geod. Az  |
 LH1532|                                                           dddmmss.s |
 LH1532| LH1577 COLLEGE RM 2                         10.133 METERS 01324     |
 LH1532| LH1312 COLLEGE RESET                        22.253 METERS 13859     |
 LH1532| LH1574 COLLEGE 2 RM 4                       10.131 METERS 22250     |
 LH1532| LH1575 COLLEGE 2 RM 5                       20.836 METERS 32236     |
 LH1532| LH1533 COLLEGE 2 AZ MK                     425.846 METERS 3564017.0 |
 LH1532|---------------------------------------------------------------------|
 LH1532
 LH1532                          SUPERSEDED SURVEY CONTROL
 LH1532
 LH1532  NAD 83(1986)-  40 42 01.41971(N)    099 05 46.28815(W) AD(       ) 3
 LH1532
 LH1532.Superseded values are not recommended for survey control.
 LH1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1532.See file dsdata.txt to determine how the superseded data were derived.
 LH1532
 LH1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9187405503(NAD 83)
 LH1532_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1532_SP_SET: CONCRETE POST
 LH1532_STAMPING: COLLEGE 2 1984
 LH1532_MARK LOGO: NGS   
 LH1532_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1532+STABILITY: SURFACE MOTION
 LH1532
 LH1532  HISTORY     - Date     Condition        Report By
 LH1532  HISTORY     - 1984     MONUMENTED       NGS
 LH1532
 LH1532                          STATION DESCRIPTION
 LH1532
 LH1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LH1532'THE STATION IS LOCATED IN KEARNEY, AT THE KEARNEY STATE COLLEGE, ABOUT
 LH1532'0.08 KM (0.05 MI) NORTH FROM THE INTERSECTION OF WEST 24TH STREET AND
 LH1532'11TH AVENUE, JUST NORTH OF THE MARY L. MORSE LECTURE HALL AND AT THE
 LH1532'SOUTHEAST CORNER OF THE CALVIN T. RYAN LIBRARY BUILDING.  CONTACT THE
 LH1532'KEARNEY STATE COLLEGE, 905 WEST 25TH STREET, KEARNEY, NEBRASKA,
 LH1532'68849.  TELEPHONE 308-236 4067.
 LH1532'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1532'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.2 M
 LH1532'(3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 36.61 M
 LH1532'(120.11 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE MARY L. MORSE
 LH1532'LECTURE HALL BUILDING, 16.86 M (55.31 FT) SOUTHEAST FROM A LIGHT POLE
 LH1532'AT THE SOUTH END OF THE DOOR TO THE LIBRARY BUILDING, 10.13 M
 LH1532'(33.23 FT) NORTHEAST FROM A LIGHT POLE AT RM 4, 11.00 M (36.09 FT)
 LH1532'EAST FROM THE LANDSCAPE RETAINING WALL AT THE SOUTH END OF THE LIBRARY
 LH1532'AND 2.01 M (6.59 FT) EAST FROM THE EAST EDGE OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1533 ***********************************************************************
 LH1533  DESIGNATION -  COLLEGE 2 AZ MK
 LH1533  PID         -  LH1533
 LH1533  STATE/COUNTY-  NE/BUFFALO
 LH1533  USGS QUAD   -  KEARNEY (1983)
 LH1533
 LH1533                         *CURRENT SURVEY CONTROL
 LH1533  ___________________________________________________________________
 LH1533* NAD 83(1995)-  40 42 15.19439(N)    099 05 47.34009(W)     ADJUSTED  
 LH1533* NAVD 88     -       665.     (meters)    2182.     (feet)  SCALED    
 LH1533  ___________________________________________________________________
 LH1533  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 LH1533  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 LH1533
 LH1533  HORZ ORDER  -  THIRD
 LH1533
 LH1533.The horizontal coordinates were established by classical geodetic methods
 LH1533.and adjusted by the National Geodetic Survey in August 1997..
 LH1533
 LH1533.The orthometric height was scaled from a topographic map.
 LH1533
 LH1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1533
 LH1533.The geoid height was determined by GEOID03.
 LH1533
 LH1533;                    North         East     Units Scale Factor Converg.
 LH1533;SPC NE       -    97,092.237   576,336.303   MT  0.99975568   +0 35 55.5
 LH1533;UTM  14      - 4,505,928.070   491,849.436   MT  0.99960082   -0 03 46.5
 LH1533
 LH1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1533!SPC NE       -   0.99989953  x   0.99975568  =   0.99965523
 LH1533!UTM  14      -   0.99989953  x   0.99960082  =   0.99950039
 LH1533
 LH1533                          SUPERSEDED SURVEY CONTROL
 LH1533
 LH1533  NAD 83(1986)-  40 42 15.20176(N)    099 05 47.34133(W) AD(       ) 3
 LH1533
 LH1533.Superseded values are not recommended for survey control.
 LH1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1533.See file dsdata.txt to determine how the superseded data were derived.
 LH1533
 LH1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9184905928(NAD 83)
 LH1533_MARKER: DZ = AZIMUTH MARK DISK
 LH1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1533_SP_SET: CONCRETE POST
 LH1533_STAMPING: COLLEGE 2 1984
 LH1533_MARK LOGO: NGS   
 LH1533_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1533+STABILITY: SURFACE MOTION
 LH1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1533+SATELLITE: SATELLITE OBSERVATIONS - 1984
 LH1533
 LH1533  HISTORY     - Date     Condition        Report By
 LH1533  HISTORY     - 1984     MONUMENTED       NGS
 LH1533
 LH1533                          STATION DESCRIPTION
 LH1533
 LH1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LH1533'THE STATION IS LOCATED IN KEARNEY, ON THE CAMPUS OF THE KEARNEY STATE
 LH1533'COLLEGE, AT THE INTERSECTION OF LAKEVIEW DRIVE, COLLEGE DRIVE AND
 LH1533'WEST 29TH STREET, AT THE CENTENNIAL TOWERS WEST BUILDING AND AT THE
 LH1533'NORTHEAST CORNER OF THE FOSTER ATHLETIC FIELD.  CONTACT THE KEARNEY
 LH1533'STATE COLLEGE, 905 WEST 25TH STREET, KEARNEY, NEBRASKA  68849.
 LH1533'TELEPHONE 308-236 4067.
 LH1533'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1533'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.1 M
 LH1533'(3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 39.3 M (128.9 FT)
 LH1533'SOUTH-SOUTHEAST FROM THE CENTERLINE OF COLLEGE DRIVE, AT ITS
 LH1533'INTERSECTION WITH LAKEVIEW DRIVE, 37.64 M (123.49 FT) WEST-NORTHWEST
 LH1533'FROM THE NORTHWEST CORNER OF THE CENTENNIAL TOWERS WEST BUILDING,
 LH1533'0.64 M (2.10 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A CHAIN-LINK
 LH1533'FENCE AROUND FOSTER FIELD AND 0.43 M (1.41 FT) SOUTH FROM THE SOUTH
 LH1533'EDGE OF A SIDEWALK.
 LH1533'THE STATION WAS POSITIONED BY ELECTRONIC TRAVERSE AND AN
 LH1533'ELECTRONICALLY MEASURED DISTANCE FROM STATION COLLEGE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1312 ***********************************************************************
 LH1312  DESIGNATION -  COLLEGE RESET
 LH1312  PID         -  LH1312
 LH1312  STATE/COUNTY-  NE/BUFFALO
 LH1312  USGS QUAD   -  KEARNEY (1983)
 LH1312
 LH1312                         *CURRENT SURVEY CONTROL
 LH1312  ___________________________________________________________________
 LH1312* NAD 83(1995)-  40 42 00.86820(N)    099 05 45.66465(W)     ADJUSTED  
 LH1312* NAVD 88     -       660.     (meters)    2165.     (feet)  SCALED    
 LH1312  ___________________________________________________________________
 LH1312  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 LH1312  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 LH1312
 LH1312  HORZ ORDER  -  SECOND
 LH1312
 LH1312.The horizontal coordinates were established by classical geodetic methods
 LH1312.and adjusted by the National Geodetic Survey in August 1997..
 LH1312
 LH1312.The orthometric height was scaled from a topographic map.
 LH1312
 LH1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1312
 LH1312.The geoid height was determined by GEOID03.
 LH1312
 LH1312;                    North         East     Units Scale Factor Converg.
 LH1312;SPC NE       -    96,650.864   576,380.242   MT  0.99975664   +0 35 56.6
 LH1312;UTM  14      - 4,505,486.288   491,888.268   MT  0.99960081   -0 03 45.4
 LH1312
 LH1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1312!SPC NE       -   0.99990027  x   0.99975664  =   0.99965693
 LH1312!UTM  14      -   0.99990027  x   0.99960081  =   0.99950112
 LH1312
 LH1312:                Primary Azimuth Mark                     Grid Az
 LH1312:SPC NE       -  BASE RESET                               049 51 36.4
 LH1312:UTM  14      -  BASE RESET                               050 31 18.4
 LH1312
 LH1312|---------------------------------------------------------------------|
 LH1312| PID    Reference Object                     Distance      Geod. Az  |
 LH1312|                                                           dddmmss.s |
 LH1312| LH1303 BASE RESET                          APPROX. 8.7 KM 0502733.0 |
 LH1312| CN8978 COLLEGE RM 1                         28.528 METERS 10815     |
 LH1312| LH1310 KEARNEY BUFFALO CO CTHSE DOME       APPROX. 1.6 KM 1353738.8 |
 LH1312| LH1578 COLLEGE RM 3                          7.500 METERS 15451     |
 LH1312| LH1309 KEARNEY RADIO MAST                  APPROX. 3.8 KM 1605315.1 |
 LH1312| LH1314 KEARNEY BOYS TRAIN SCH SPIPE        APPROX. 2.5 KM 2842316.0 |
 LH1312| LH1304 KEARNEY BOYS TRAIN SCH STACK        APPROX. 2.5 KM 2861647.8 |
 LH1312| LH1576 COLLEGE AZ MK                                      2865101.9 |
 LH1312| LH1532 COLLEGE 2                            22.253 METERS 31859     |
 LH1312| LH1577 COLLEGE RM 2                         29.330 METERS 33512     |
 LH1312| LH1307 KEARNEY CON PWR ELEC RAD MAST       APPROX. 1.1 KM 3471722.8 |
 LH1312|---------------------------------------------------------------------|
 LH1312
 LH1312                          SUPERSEDED SURVEY CONTROL
 LH1312
 LH1312  NAD 83(1986)-  40 42 00.87545(N)    099 05 45.66600(W) AD(       ) 2
 LH1312  NAD 27      -  40 42 00.82900(N)    099 05 44.34900(W) AD(       ) 2
 LH1312
 LH1312.Superseded values are not recommended for survey control.
 LH1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1312.See file dsdata.txt to determine how the superseded data were derived.
 LH1312
 LH1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9188805486(NAD 83)
 LH1312_MARKER: DS = TRIANGULATION STATION DISK
 LH1312_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LH1312_SP_SET: CONCRETE SLAB
 LH1312_STAMPING: COLLEGE 1950 1966
 LH1312_MARK LOGO: CGS   
 LH1312_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1312+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1984
 LH1312
 LH1312  HISTORY     - Date     Condition        Report By
 LH1312  HISTORY     - 1950     MONUMENTED       CGS
 LH1312  HISTORY     - 1966     POOR             CGS
 LH1312  HISTORY     - 1966     GOOD             CGS
 LH1312  HISTORY     - 19840710 SEE DESCRIPTION  NGS
 LH1312
 LH1312                          STATION DESCRIPTION
 LH1312
 LH1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1312'STATION IS LOCATED ON THE GROUNDS OF NEBRASKA STATE TEACHERS
 LH1312'COLLEGE IN KEARNEY.  THE COLLEGE IS AT THE WESTERN EDGE OF KEARNEY,
 LH1312'ABOUT 1/2 MILE WEST OF THE CENTER OF THE CITY.  THE STATION IS
 LH1312'190 FEET WEST OF THE ADMINISTRATION BUILDING, 42.5 FEET
 LH1312'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A SMALL RED TILE
 LH1312'BUILDING (A PUMPHOUSE), 52 FEET SOUTHWEST OF A POWERLINE POLE,
 LH1312'56-1/2 FEET WEST-SOUTHWEST OF THE CURB OF A DRIVEWAY, AND 30
 LH1312'FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK.  THE MARK IS FLUSH
 LH1312'WITH THE SURFACE OF THE GROUND AND THE DISC IS STAMPED,
 LH1312'COLLEGE 1950.
 LH1312'
 LH1312'REFERENCE MARK NO. 1 IS NEAR THE WEST CURB OF THE DRIVEWAY, 63
 LH1312'FEET EAST OF THE RED TILE BUILDING MENTIONED ABOVE AND 36 FEET
 LH1312'NORTHEAST OF A LARGE ELM TREE.  THE MARK IS FLUSH WITH THE
 LH1312'GROUND AND THE DISC IS STAMPED, COLLEGE NO 1 1950.
 LH1312'
 LH1312'REFERENCE MARK NO. 2 IS NEAR THE SOUTH CURB OF THE DRIVEWAY,
 LH1312'52-1/2 NORTH OF THE NORTH EDGE OF THE SIDEWALK THAT RUNS THRU
 LH1312'THE SMALL PARK, AND 8 FEET WEST-NORTHWEST OF A POWERLINE POLE.  THE
 LH1312'MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED, COLLEGE NO
 LH1312'2 1950.
 LH1312'
 LH1312'AZIMUTH MARK IS AT THE WEST EDGE OF THE ATHLETIC PRACTICE FIELD,
 LH1312'27 FEET NORTH-NORTHEAST OF THE MOST EASTERLY TREE OF A ROW OF ELM
 LH1312'TREES, AND 15 FEET EAST OF A NORTH-SOUTH ROW OF FRUIT TREES.
 LH1312'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISC IS STAMPED, COLLEGE
 LH1312'1950.
 LH1312'
 LH1312'THE STATION MAY BE REACHED FROM THE MAIN ENTRANCE TO THE COLLEGE
 LH1312'BY GOING EAST ON THE DRIVEWAY, KEEPING TO THE RIGHT, AROUND THE
 LH1312'NORTH SIDE OF THE MAIN BUILDING OF THE COLLEGE TO A LARGE
 LH1312'PARKING LOT AT THE REAR OF THE MAIN BUILDING AND TO A PARK AT THE
 LH1312'SOUTH SIDE OF THIS LOT, AND THE STATION SITE AS DESCRIBED ABOVE.
 LH1312'
 LH1312'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON DRIVEWAY,
 LH1312'THENCE WEST, AROUND THE NORTH END OF THE PRACTICE FIELD, THENCE
 LH1312'LEFT OR SOUTH, ALONG THE WEST SIDE OF THE FIELD TO THE AZIMUTH
 LH1312'MARK.  IT IS ABOUT .05 MILE SOUTH OF THE NORTH END OF THE FIELD.
 LH1312'
 LH1312'ALL STATIONS WERE VISIBLE AT 70 FEET.
 LH1312'
 LH1312'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LH1312
 LH1312                          STATION RECOVERY (1966)
 LH1312
 LH1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1312'THE STATION MARK WAS IN THE WAY OF A NEW HEAT TUNNEL WHICH WAS
 LH1312'CONSTRUCTED ON THE NEBRASKA STATE TEACHERS COLLEGE AT KEARNEY.
 LH1312'A TEMPORARY POINT WAS SET ON LINE TO REFERENCE MARK NO. 2
 LH1312'THEN THE WAS RESET IN ITS ORIGINAL POSITION AFTER THE CONSTRUCTION
 LH1312'WAS COMPLETED.
 LH1312'
 LH1312'REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND IN GOOD CONDITION.
 LH1312'
 LH1312'REFERENCE MARK NO. 1 WAS DESTROYED.
 LH1312'
 LH1312'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION BUT A
 LH1312'BUILDING WAS CONSTRUCTED ON THE LINE OF SIGHT.  IT IS BETWEEN
 LH1312'TWO TENNIS COURTS WEST OF A NEW BUILDING.  NO OBJECTS VISIBLE
 LH1312'FROM THE GROUND TO SET A NEW AZIMUTH MARK.
 LH1312'
 LH1312'THE STATION MARK WAS RESET AND REFERENCE MARK NO. 3 WAS SET.
 LH1312'
 LH1312'FOLLOWING ARE NOTES FOR THE STATION AND REFERENCE MARKS.
 LH1312'
 LH1312'STATION SURFACE MARK, A STANDARD DISK STAMPED COLLEGE 1950 1966,
 LH1312'IS CEMENTED IN A DRILL HOLE IN A CONCRETE WALK OVER THE NEW HEAT
 LH1312'TUNNEL, AND IS FLUSH WITH THE WALK.  IT IS IN THE APPROXIMATE
 LH1312'CENTER OF A SMALL PARKING AREA WHICH IS BETWEEN THE NEW MARY L.
 LH1312'MORSE LECTURE HALL AND A SMALL PARK, 54 FEET NORTH-NORTHWEST OF
 LH1312'THE NORTHWEST CORNER OF THE MARY L. MORSE LECTURE HALL, 48 FEET
 LH1312'SOUTHWEST OF A METAL LIGHTPOLE AT THE EAST EDGE OF THE SMALL
 LH1312'PARK, 30 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK AT THE SOUTH
 LH1312'EDGE OF THE PARK, AND 20.1 FEET NORTH OF THE NORTH EDGE OF A
 LH1312'SIDEWALK AT THE WEST SIDE OF THE LECTURE HALL.  NO UNDERGROUND
 LH1312'MARK WAS SET.
 LH1312'
 LH1312'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COLLEGE NO. 2 1950,
 LH1312'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 LH1312'THE SURFACE OF THE GROUND.  IT IS 52.5 FEET NORTH OF THE NORTH
 LH1312'EDGE OF THE SIDEWALK WHICH RUNS THROUGH THE SMALL PARK, AND AT
 LH1312'THE SOUTH EDGE OF A CURB AT THE NORTH EDGE OF THE SMALL PARK.
 LH1312'
 LH1312'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED COLLEGE 1950 NO. 3
 LH1312'1966, IS CEMENTED IN A DRILLHOLE IN A SIDEWALK AT THE NORTH
 LH1312'SIDE OF THE MARY L. MORSE LECTURE HALL, AND IS FLUSH WITH THE
 LH1312'WALK.  IT IS 29.4 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 LH1312'OF THE LECTURE HALL, AND 2.35 FEET SOUTH OF THE NORTH EDGE OF THE
 LH1312'SIDEWALK.
 LH1312'
 LH1312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT KEARNEY.
 LH1312
 LH1312                          STATION RECOVERY (1966)
 LH1312
 LH1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LH1312'RECOVERED IN GOOD CONDITION.
 LH1312
 LH1312                          STATION RECOVERY (1984)
 LH1312
 LH1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LH1312'THE STATION MARK AND RM 2 WERE FOUND IN GOOD CONDITION BUT THE STATION
 LH1312'WAS COVERED WITH 4 INCHES OF ASPHALT.  RM 3 WAS FOUND BUT WAS
 LH1312'DISTURBED.  THE SIDEWALK THIS MARK WAS IN WAS OBVIOUSLY CRACKED AND
 LH1312'DISTURBED.  THE DIRECTION TO RM 2 DIFFERED FROM THE 1950 DIRECTION BY
 LH1312'4 MINUTES, 53 SECONDS LARGER.  SINCE THERE WERE DISTANT OBJECTS
 LH1312'VISIBLE TO DETERMINE A DIRECTION CHECK IN 1966, NO COMPARISON COULD
 LH1312'BE MADE TO THIS MARK FOR THAT YEAR.  THE DISTANCE TO RM 2 WAS 0.014 M
 LH1312'(0.046 FT) SHORTER THAN THE 1966 DISTANCE.  THE DIRECTION TO RM 3,
 LH1312'WHEN USING A 1950 DIRECTION TO RM 2 WAS 19 MINUTES, 33 SECONDS
 LH1312'SMALLER THAN 1984 DATA AND THE ANGLE BETWEEN THE MARKS WAS 23
 LH1312'MINUTES, 58 SECONDS SMALLER.  THE DISTANCE TO RM 3 WAS 0.023 M
 LH1312'(0.075 FT) SHORTER THAN 1966 DATA. SINCE THERE WAS NO UNDERGROUND
 LH1312'STATION MARK, THE POSITION OF THE STATION MARK WAS ASSUMED TO BE
 LH1312'CORRECT.  THE AZIMUTH MARK FOR THE OLD STATION WAS RECOVERED, BUT WAS
 LH1312'NO LONGER VISIBLE DUE TO A NEW BUILDING.
 LH1312'DUE TO THE CONSTRUCTION OF A NEW STREET BEING BUILT AT THE LOCATION OF
 LH1312'THE STATION MARK AND RM 3, STATION COLLEGE 2 AND REFERENCE MARKS 4, 5
 LH1312'AND COLLEGE 2 AZIMUTH MARK WERE ESTABLISHED THIS DATE AND A POLARIS
 LH1312'OBSERVATION TAKEN TO THE NEW AZIMUTH MARK FROM THE NEW STATION.  A
 LH1312'SITE COULD NOT BE FOUND FOR AN AZIMUTH MARK THAT WAS VISIBLE TO BOTH
 LH1312'THE OLD AND THE NEW STATIONS.
 LH1312'THE STATION MARK, RM 3 AND THE AZIMUTH MARK ARE NOW DESTROYED.  RM 2
 LH1312'IS TO BE BURIED ABOUT 1 FT (0.3 M) DEEP AND WAS LEFT IN PLACE AND
 LH1312'TIED TO THE NEW STATION.  FOR FURTHER DETAILS SEE THE DESCRIPTION TO
 LH1312'STATION COLLEGE 2 AND THE ACCESORY MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0363 ***********************************************************************
 MM0363  DESIGNATION -  COLLIER
 MM0363  PID         -  MM0363
 MM0363  STATE/COUNTY-  NE/THOMAS
 MM0363  USGS QUAD   -  MUDD LAKE (1986)
 MM0363
 MM0363                         *CURRENT SURVEY CONTROL
 MM0363  ___________________________________________________________________
 MM0363* NAD 83(1995)-  41 44 34.09846(N)    100 27 13.33226(W)     ADJUSTED  
 MM0363* NAVD 88     -       962.5    (meters)    3158.     (feet)  VERTCON   
 MM0363  ___________________________________________________________________
 MM0363  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 MM0363  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 MM0363
 MM0363  HORZ ORDER  -  FIRST
 MM0363
 MM0363.The horizontal coordinates were established by classical geodetic methods
 MM0363.and adjusted by the National Geodetic Survey in August 1997..
 MM0363
 MM0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0363
 MM0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0363
 MM0363.The geoid height was determined by GEOID03.
 MM0363
 MM0363;                    North         East     Units Scale Factor Converg.
 MM0363;SPC NE       -   212,099.294   462,272.077   MT  0.99966712   -0 18 02.4
 MM0363;UTM  14      - 4,622,241.880   379,122.666   MT  0.99977980   -0 58 04.7
 MM0363
 MM0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0363!SPC NE       -   0.99985249  x   0.99966712  =   0.99951966
 MM0363!UTM  14      -   0.99985249  x   0.99977980  =   0.99963232
 MM0363
 MM0363:                Primary Azimuth Mark                     Grid Az
 MM0363:SPC NE       -  HALSEY CIRCLE LOT                        030 50 38.6
 MM0363:UTM  14      -  HALSEY CIRCLE LOT                        031 30 40.9
 MM0363
 MM0363|---------------------------------------------------------------------|
 MM0363| PID    Reference Object                     Distance      Geod. Az  |
 MM0363|                                                           dddmmss.s |
 MM0363| MM0364 HALSEY CIRCLE LOT                   APPROX.18.6 KM 0303236.2 |
 MM0363| CN8979 COLLIER RM 1                         11.336 METERS 16123     |
 MM0363| CN9965 MASON RM 2                                         3270257.8 |
 MM0363| CN8980 COLLIER RM 2                          9.554 METERS 34025     |
 MM0363|---------------------------------------------------------------------|
 MM0363
 MM0363                          SUPERSEDED SURVEY CONTROL
 MM0363
 MM0363  NAD 83(1986)-  41 44 34.10428(N)    100 27 13.33874(W) AD(       ) 1
 MM0363  NAD 27      -  41 44 34.11751(N)    100 27 11.82385(W) AD(       ) 1
 MM0363  NGVD 29 (07/19/86)  962.2    (m)         3157.     (f) VERT ANG       
 MM0363
 MM0363.Superseded values are not recommended for survey control.
 MM0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0363.See file dsdata.txt to determine how the superseded data were derived.
 MM0363
 MM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7912322242(NAD 83)
 MM0363_MARKER: DS = TRIANGULATION STATION DISK
 MM0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0363_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MM0363
 MM0363  HISTORY     - Date     Condition        Report By
 MM0363  HISTORY     - 1973     MONUMENTED       NGS
 MM0363
 MM0363                          STATION DESCRIPTION
 MM0363
 MM0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0363'THE STATION IS LOCATED ABOUT 20 MILES WEST-SOUTHWEST OF DUNNING,
 MM0363'18 MILES NORTH OF STAPLETON, AND 16 MILES SOUTH-SOUTHEAST OF
 MM0363'THEDFORD ON A HIGH GRASSY HILL IN PASTURE LAND OWNED BY MR.
 MM0363'WAYNE COLLIER, PHONE NUMBER 538-2682.  IT IS ON THE NEXT HILL
 MM0363'SOUTHEAST OF THE LOCATION OF U.S. GEOLOGICAL SURVEY STATION
 MM0363'MASON.
 MM0363'
 MM0363'TO REACH THE STATION FROM THE POST OFFICE ON THE CORNER OF THE
 MM0363'MAIN STREET AND STATE HIGHWAY 92 IN STAPLETON GO EAST ON STATE
 MM0363'HIGHWAY 92 FOR 0.5 MILE TO THE INTERSECTION OF STATE HIGHWAY 92,
 MM0363'U.S. HIGHWAY 83 AND STATE SPUR 57A.  TURN LEFT AND GO NORTH ON
 MM0363'U.S. HIGHWAY 83 FOR 18.6 MILES TO THE LOGAN-THOMAS COUNTY
 MM0363'LINE.  CONTINUE NORTH ON U.S. HIGHWAY 83 FOR 0.15 MILE TO A WIRE
 MM0363'GATE ON THE RIGHT.  PASS THROUGH GATE AND GO EAST ON SANDY
 MM0363'TRACK ROAD 0.2 MILE TO DIM FORK.  TAKE RIGHT FORK AND CONTINUE
 MM0363'EAST ON TRACK ROAD 0.5 MILE TO GATE IN NORTH-SOUTH FENCE.
 MM0363'PASS THROUGH GATE AND CONTINUE EAST ON TRACK ROAD 0.9 MILE TO
 MM0363'GATE IN NORTH-SOUTH FENCE WITH FORK BEYOND.  PASS THROUGH GATE AND
 MM0363'TAKE RIGHT FORK SOUTHEAST PASSING TO SOUTH OF WINDMILL AND
 MM0363'TANK FOR 0.4 MILE TO GATE IN NORTH-SOUTH FENCE LINE.  (FROM
 MM0363'THIS GATE THE STATION HILL CAN BE SEEN AT MAGNETIC BEARING OF 97
 MM0363'DEG.) PASS THROUGH GATE AND CONTINUE EAST-SOUTHEASTERLY ON
 MM0363'DIM TRACK ROAD 1.3 MILES TO DIM FORK.  TAKE RIGHT FORK AND
 MM0363'CONTINUE SOUTHEAST IN VALLEY 0.4 MILE.  AT THIS POINT CLIMB
 MM0363'SOUTH TO CREST OF RIDGE AND CONTINUE SOUTHEASTERLY ON DIM
 MM0363'TRACKS IN 4-WHEEL-DRIVE OVER SEVERAL SAND HILLS 0.5 MILE TO
 MM0363'DIM FORK AT NORTH BASE OF STEEP HILL.  TURN SHARP RIGHT, WEST,
 MM0363'THEN CLIMB ACROSS RIDGE SOUTH AND GO 0.3 MILE TO GRASSY SADDLE AND
 MM0363'MASON (USGS) R.M. 2 WHICH SERVES AS AZIMUTH MARK.
 MM0363'CONTINUE EAST AND SOUTHEAST ON CREST OF RIDGE 0.1 MILE TO
 MM0363'STATION ON HIGH POINT.
 MM0363'
 MM0363'THE STATION MARK IS A STANDARD DISK STAMPED COLLIER 1973 CEMENTED
 MM0363'IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 MM0363'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 5 FEET SOUTHEAST OF A
 MM0363'METAL WITNESS POST WITH SIGN.  UNDERGROUND MARK IS 42 IN BELOW.
 MM0363'
 MM0363'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COLLIER NO 1 1973
 MM0363'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 MM0363'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 41.7 FEET
 MM0363'SOUTH-SOUTHEAST OF THE WITNESS POST AT THE STATION AND ABOUT 1
 MM0363'FOOT LOWER THAN THE STATION.
 MM0363'
 MM0363'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COLLIER NO 2 1973
 MM0363'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 MM0363'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  IT IS 26.6 FEET
 MM0363'NORTH-NORTHWEST OF THE WITNESS POST AT THE STATION AND ABOUT 3.5
 MM0363'FEET LOWER THAN THE STATION.
 MM0363'
 MM0363'A U.S. GEOLOGICAL SURVEY REFERENCE MARK SERVES AS AZIMUTH MARK.  IT
 MM0363'IS A STANDARD GEOLOGICAL SURVEY REFERENCE MARK DISK STAMPED MASON
 MM0363'NO 2 1949 SET IN THE TOP OF A PRECAST CONCRETE POST 6 INCHES
 MM0363'SQUARE PROJECTING 1 FOOT ABOVE GROUND.  IT IS 8 FEET EAST OF THE
 MM0363'CENTER OF THE DIM TRACK ROAD AND 1.5 FEET SOUTHWEST OF A METAL
 MM0363'WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0561 ***********************************************************************
 MN0561  DESIGNATION -  COLONEB
 MN0561  PID         -  MN0561
 MN0561  STATE/COUNTY-  NE/CHEYENNE
 MN0561  USGS QUAD   -  POTTER SE (1972)
 MN0561
 MN0561                         *CURRENT SURVEY CONTROL
 MN0561  ___________________________________________________________________
 MN0561* NAD 83(1995)-  41 00 14.53053(N)    103 18 07.40059(W)     ADJUSTED  
 MN0561* NAVD 88     -      1434.     (meters)    4705.     (feet)  SCALED    
 MN0561  ___________________________________________________________________
 MN0561  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 MN0561  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 MN0561
 MN0561  HORZ ORDER  -  FIRST
 MN0561
 MN0561.The horizontal coordinates were established by classical geodetic methods
 MN0561.and adjusted by the National Geodetic Survey in August 1997..
 MN0561
 MN0561.The orthometric height was scaled from a topographic map.
 MN0561
 MN0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0561
 MN0561.The geoid height was determined by GEOID03.
 MN0561
 MN0561;                    North         East     Units Scale Factor Converg.
 MN0561;SPC NE       -   135,281.731   222,349.648   MT  0.99969670   -2 11 17.7
 MN0561;SPC CO N     -   492,602.322 1,099,304.063   MT  1.00004327   +1 25 12.6
 MN0561;SPC CO N     - 1,616,146.12  3,606,633.41   sFT  1.00004327   +1 25 12.6
 MN0561;UTM  13      - 4,540,593.565   642,793.951   MT  0.99985096   +1 06 51.2
 MN0561
 MN0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0561!SPC NE       -   0.99977819  x   0.99969670  =   0.99947496
 MN0561!SPC CO N     -   0.99977819  x   1.00004327  =   0.99982145
 MN0561!UTM  13      -   0.99977819  x   0.99985096  =   0.99962918
 MN0561
 MN0561|---------------------------------------------------------------------|
 MN0561| PID    Reference Object                     Distance      Geod. Az  |
 MN0561|                                                           dddmmss.s |
 MN0561| CP6859 COLONEB RM 1                         39.385 METERS 08435     |
 MN0561| CP6858 COLONEB AZ MK                                      2700806.6 |
 MN0561| CP6860 COLONEB RM 2                         36.130 METERS 27457     |
 MN0561|---------------------------------------------------------------------|
 MN0561
 MN0561                          SUPERSEDED SURVEY CONTROL
 MN0561
 MN0561  NAD 83(1995)-  41 00 14.52500(N)    103 18 07.40229(W) AD(       ) 1
 MN0561  NAD 83(1986)-  41 00 14.52227(N)    103 18 07.40117(W) AD(       ) 1
 MN0561  NAD 27      -  41 00 14.57780(N)    103 18 05.65580(W) AD(       ) 1
 MN0561
 MN0561.Superseded values are not recommended for survey control.
 MN0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0561.See file dsdata.txt to determine how the superseded data were derived.
 MN0561
 MN0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4279440594(NAD 83)
 MN0561_MARKER: DS = TRIANGULATION STATION DISK
 MN0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0561
 MN0561  HISTORY     - Date     Condition        Report By
 MN0561  HISTORY     - 1934     MONUMENTED       CGS
 MN0561  HISTORY     - 1948     GOOD             USGS
 MN0561  HISTORY     - 1963     GOOD             CGS
 MN0561
 MN0561                          STATION DESCRIPTION
 MN0561
 MN0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0561'LOCALITY--STATE LINE - 15 MILES SOUTH OF POTTER.  THE STATION
 MN0561'IS LOCATED ON A HIGH FLAT RIDGE ON PASTURE LAND, 3/4 MILE
 MN0561'DUE EAST OF FARM BUILDINGS OWNED BY MR. F.D. ANDERSON.  THE
 MN0561'MARK IS 40 YARDS NORTH OF A FARM ROAD AND 13 FEET SOUTH OF AN
 MN0561'EAST-WEST FENCE.  THIS POINT IS ABOUT 1/8 MILE NORTH OF THE
 MN0561'STATE LINE AND HAS GOOD VISIBILITY FOR MANY MILES ALONG
 MN0561'THE STATE LINE, BOTH EAST AND WEST.  THE MARK PROJECTS 6
 MN0561'INCHES.
 MN0561'
 MN0561'THIS STATION MAY BE REACHED FROM POTTER BY DRIVING SOUTH
 MN0561'FROM U.S. HIGHWAY 30 ON A GOOD, GRADED, GRAVELED, COUNTRY
 MN0561'ROAD FOR 2.9 MILES TO A T-INTERSECTION.  THEN PROCEED AS
 MN0561'FOLLOWS--EAST 0.5 MILE.  SOUTH 7.0 MILES TO T-INTERSECTION.
 MN0561'AND EAST 1.0 MILE.  AFTER WINDING SOUTHEASTERLY DOWN A HILL,
 MN0561'FOLLOW THE GRADED ROAD SOUTH 1.9 MILES TO A T-INTERSECTION,
 MN0561'GO WEST 0.4 MILE, LEAVE THE GRADE AND DRIVE SOUTH ON A POOR
 MN0561'SECTION-LINE ROAD FOR 3.0 MILES.  (A SMALL BRIDGE WITH WHITE
 MN0561'RAILINGS IS CROSSED JUST AFTER LEAVING MAIN GRADED ROAD.)
 MN0561'AT A FARM CROSS ROAD AT TWO DIAGONAL FENCE CORNERS TURN
 MN0561'LEFT, (EAST) AND GO 0.2 MILE TO TOP OF FIRST RIDGE AND
 MN0561'STATION.  (THE ANDERSON FARM BUILDINGS ARE 1/2 MILE WEST OF
 MN0561'THIS TURN.)
 MN0561'
 MN0561'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0561'BRONZE DISKS SET AS DESCRIBED.
 MN0561'
 MN0561'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 2 FEET
 MN0561'SOUTH OF AN EAST-WEST FENCE AND PROJECTS 6 INCHES.
 MN0561'
 MN0561'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 2 FEET
 MN0561'SOUTH OF AN EAST-WEST FENCE AND PROJECTS 6 INCHES.
 MN0561'
 MN0561'AZIMUTH MARK IS WEST OF THE STATION, 51 FEET SOUTH OF AN
 MN0561'EAST-WEST TRACK ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE
 MN0561'LINE AND PROJECTS 6 INCHES.
 MN0561'
 MN0561'THE COLORADO-NEBRASKA BOUNDARY MONUMENT IS WEST-SOUTHWEST
 MN0561'OF THE STATION.  IT IS 150 YARDS SOUTH OF WINDMILL ON THE
 MN0561'ANDERSON FARM, 20 YARDS EAST OF A FENCE CORNER, AND 1-1/2
 MN0561'FEET SOUTH OF EAST-WEST FENCE LINE.  THIS MONUMENT CONSISTS
 MN0561'OF A 6-INCH SQUARE STONE POST PROJECTING ABOUT 2 INCHES ABOVE
 MN0561'THE SURFACE OF THE GROUND.  THE POST HAS A DIAGONAL CRACK
 MN0561'ACROSS THE TOP.
 MN0561'
 MN0561'A 10-FOOT STAND WILL CLEAR ALL LINES.
 MN0561
 MN0561                          STATION RECOVERY (1948)
 MN0561
 MN0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 MN0561'RECOVERED IN GOOD CONDITION.
 MN0561
 MN0561                          STATION RECOVERY (1963)
 MN0561
 MN0561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0561'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 MN0561'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 MN0561'COLORADO-NEBRASKA BOUNDARY MONUMENT WAS NOT RECOVERED.  A
 MN0561'NEW ROUTE FOR THE STATION FOLLOWS BELOW.
 MN0561'
 MN0561'THE STATION IS 12-1/2 MILES WEST-SOUTHWEST OF LORENZO, 10 MILES
 MN0561'WEST-NORTHWEST OF PEETZ, NEAR THE NEBRASKA-COLORADO STATE
 MN0561'BOUNDARY, ON THE GRASS COVERED SUMMIT OF A HIGH RIDGE WHICH
 MN0561'IS THE HIGHEST IN THE VICINITY AND UPON PROPERTY OWNED BY
 MN0561'MR. ARLEIGH NELSON WHO RESIDES IN THE FARM HOME 1 MILE NORTH
 MN0561'OF THE STATION.
 MN0561'
 MN0561'THE STATION MARKS, ARE STANDARD DISKS, STAMPED
 MN0561'COLONEB 1934.  THE SURFACE MARK IS SET IN THE TOP OF A CONCRETE
 MN0561'MONUMENT WHICH IS 12 INCHES SQUARE AT THE TOP AND PROJECTS
 MN0561'4 INCHES ABOVE THE SURFACE OF THE GROUND.
 MN0561'
 MN0561'REFERENCE MARK 1, IS A STANDARD DISK STAMPED COLONEB
 MN0561'NO 1 1934.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT, 12
 MN0561'INCHES SQUARE AT THE TOP, PROJECTING 4 INCHES ABOVE THE SURFACE
 MN0561'OF THE GROUND.
 MN0561'
 MN0561'REFERENCE MARK 2, IS A STANDARD DISK STAMPED COLONEB
 MN0561'NO 2 1934.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT, 12
 MN0561'INCHES SQUARE AT THE TOP, PROJECTING 4 INCHES ABOVE THE SURFACE
 MN0561'OF THE GROUND.
 MN0561'
 MN0561'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK,
 MN0561'STAMPED COLONEB AZIMUTH 1934.  THE DISK IS SET IN THE TOP OF A
 MN0561'CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AT THE TOP AND
 MN0561'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 19
 MN0561'FEET SOUTH OF THE CENTER OF THE EAST-WEST TRACK ROAD AND 2
 MN0561'FEET NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED
 MN0561'WHICH IS SET IN AN EAST-WEST FENCE.
 MN0561'
 MN0561'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE WEST ON THE
 MN0561'TRACK ROAD FOR 0.65 MILE TO THE MARK ON THE LEFT, SOUTH, SIDE
 MN0561'OF THE ROAD.
 MN0561'
 MN0561'TO REACH THE STATION FROM THE CROSSROAD IN LORENZO, DRIVE WEST
 MN0561'ON A GRAVELED ROAD FOR 10.7 MILES TO A SIDE ROAD LEFT AND
 MN0561'A SCHOOL HOUSE IN THE SOUTHWEST ANGLE OF THE ROADS.  TURN
 MN0561'LEFT AND DRIVE SOUTH FOR 3.1 MILES TO A CROSSROAD.  TURN RIGHT
 MN0561'AND DRIVE WEST FOR 1.0 MILE TO A CROSSROAD AND A POINT WHERE
 MN0561'A POWERLINE MAKES A RIGHT ANGLE TURN AND LEADS SOUTH.  CONTINUE
 MN0561'STRAIGHT AHEAD ON A TRACK ROAD LEADING WEST FOR 0.8 MILE TO
 MN0561'THE HIGHEST POINT IN THE VICINITY AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0490 ***********************************************************************
 MN0490  DESIGNATION -  COLTON
 MN0490  PID         -  MN0490
 MN0490  STATE/COUNTY-  NE/CHEYENNE
 MN0490  USGS QUAD   -  SIDNEY (1972)
 MN0490
 MN0490                         *CURRENT SURVEY CONTROL
 MN0490  ___________________________________________________________________
 MN0490* NAD 83(1995)-  41 09 05.85637(N)    102 53 01.46703(W)     ADJUSTED  
 MN0490* NAVD 88     -      1342.     (meters)    4403.     (feet)  SCALED    
 MN0490  ___________________________________________________________________
 MN0490  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 MN0490  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 MN0490
 MN0490  HORZ ORDER  -  THIRD
 MN0490
 MN0490.The horizontal coordinates were established by classical geodetic methods
 MN0490.and adjusted by the National Geodetic Survey in August 1997..
 MN0490
 MN0490.The orthometric height was scaled from a topographic map.
 MN0490
 MN0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0490
 MN0490.The geoid height was determined by GEOID03.
 MN0490
 MN0490;                    North         East     Units Scale Factor Converg.
 MN0490;SPC NE       -   150,399.895   258,055.708   MT  0.99967760   -1 54 39.8
 MN0490;UTM  13      - 4,557,747.893   677,577.624   MT  0.99998811   +1 23 34.7
 MN0490
 MN0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0490!SPC NE       -   0.99979272  x   0.99967760  =   0.99947039
 MN0490!UTM  13      -   0.99979272  x   0.99998811  =   0.99978083
 MN0490
 MN0490|---------------------------------------------------------------------|
 MN0490| PID    Reference Object                     Distance      Geod. Az  |
 MN0490|                                                           dddmmss.s |
 MN0490| CP6862 COLTON RM 1                           7.544 METERS 08812     |
 MN0490| MN0492 COLTON 2                             30.233 METERS 23218     |
 MN0490| CP6864 COLTON 2 AZ MK                                     2611056.5 |
 MN0490| CP6863 COLTON RM 2                           7.797 METERS 26553     |
 MN0490| CP6861 COLTON AZ MK                                       2655838.4 |
 MN0490|---------------------------------------------------------------------|
 MN0490
 MN0490                          SUPERSEDED SURVEY CONTROL
 MN0490
 MN0490  NAD 83(1995)-  41 09 05.85630(N)    102 53 01.46700(W) AD(       ) 3
 MN0490  NAD 83(1986)-  41 09 05.85015(N)    102 53 01.46725(W) AD(       ) 3
 MN0490  NAD 27      -  41 09 05.90520(N)    102 52 59.75110(W) AD(       ) 3
 MN0490
 MN0490.Superseded values are not recommended for survey control.
 MN0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0490.See file dsdata.txt to determine how the superseded data were derived.
 MN0490
 MN0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7757857748(NAD 83)
 MN0490_MARKER: DS = TRIANGULATION STATION DISK
 MN0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0490
 MN0490  HISTORY     - Date     Condition        Report By
 MN0490  HISTORY     - 1963     MONUMENTED       CGS
 MN0490  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MN0490
 MN0490                          STATION DESCRIPTION
 MN0490
 MN0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0490'THE STATION IS LOCATED 5 MILES EAST OF SIDNEY, 1-1/2 MILES
 MN0490'WEST OF COLTON, ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY
 MN0490'30 AND 385.
 MN0490'
 MN0490'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0490'ON U.S. HIGHWAY 30 FOR 1.6 MILES TO THE JUNCTION OF U.S.
 MN0490'HIGHWAY 385.  KEEP RIGHT AND GO EAST ON U.S. HIGHWAY 30 AND
 MN0490'385 FOR 3.25 MILES TO THE AZIMUTH ON THE RIGHT.  CONTINUE
 MN0490'EAST FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MN0490'
 MN0490'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0490'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 MN0490'COLTON 1963.  IT IS 30-1/2 FEET SOUTH OF U.S. HIGHWAY 30 AND
 MN0490'385, 3 FEET NORTHWEST OF A METAL WITNESS POST AND 2.8 FEET
 MN0490'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 MN0490'
 MN0490'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0490'12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS
 MN0490'STAMPED COLTON NO 1 1963.  IT IS 31 FEET SOUTH OF THE CENTER
 MN0490'OF U.S. HIGHWAY 30 AND 385, 22.7 FEET EAST OF A METAL WITNESS
 MN0490'POST AND 1-1/2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 MN0490'
 MN0490'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0490'12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 MN0490'COLTON NO 2 1963.  IT IS 30 FEET SOUTH OF THE CENTER OF U.S.
 MN0490'HIGHWAY 30 AND 385, 27.7 FEET WEST OF A METAL WITNESS POST
 MN0490'AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 MN0490'
 MN0490'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0490'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED
 MN0490'COLTON 1963.  IT IS 32-1/2 FEET SOUTH OF THE CENTER OF U.S.
 MN0490'HIGHWAY 30 AND 385, 1.7 FEET EAST-NORTHEAST OF A METAL WITNESS
 MN0490'POST AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 MN0490
 MN0490                          STATION RECOVERY (1968)
 MN0490
 MN0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MN0490'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 MN0490'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MN0490'ALL MARKS WERE IN THE WAY OF HIGHWAY CONSTRUCTION ON U.S.
 MN0490'HIGHWAY 77 AND ALL MARKS WERE MOVED AT THE REQUEST OF THE
 MN0490'NEBRASKA STATE HIGHWAY DEPARTMENT.
 MN0490'
 MN0490'COLTON 2 WAS ESTABLISHED SOUTHWEST OF COLTON 1963.
 MN0490'
 MN0490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 MN0490'WEST OF COLTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0492 ***********************************************************************
 MN0492  DESIGNATION -  COLTON 2
 MN0492  PID         -  MN0492
 MN0492  STATE/COUNTY-  NE/CHEYENNE
 MN0492  USGS QUAD   -  SIDNEY (1972)
 MN0492
 MN0492                         *CURRENT SURVEY CONTROL
 MN0492  ___________________________________________________________________
 MN0492* NAD 83(1995)-  41 09 05.25709(N)    102 53 02.49297(W)     ADJUSTED  
 MN0492* NAVD 88     -      1342.     (meters)    4403.     (feet)  SCALED    
 MN0492  ___________________________________________________________________
 MN0492  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 MN0492  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 MN0492
 MN0492  HORZ ORDER  -  THIRD
 MN0492
 MN0492.The horizontal coordinates were established by classical geodetic methods
 MN0492.and adjusted by the National Geodetic Survey in August 1997..
 MN0492.No horizontal observational check was made to the station.
 MN0492
 MN0492.The orthometric height was scaled from a topographic map.
 MN0492
 MN0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0492
 MN0492.The geoid height was determined by GEOID03.
 MN0492
 MN0492;                    North         East     Units Scale Factor Converg.
 MN0492;SPC NE       -   150,382.222   258,031.190   MT  0.99967761   -1 54 40.4
 MN0492;UTM  13      - 4,557,728.830   677,554.159   MT  0.99998801   +1 23 34.0
 MN0492
 MN0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0492!SPC NE       -   0.99979272  x   0.99967761  =   0.99947040
 MN0492!UTM  13      -   0.99979272  x   0.99998801  =   0.99978073
 MN0492
 MN0492|---------------------------------------------------------------------|
 MN0492| PID    Reference Object                     Distance      Geod. Az  |
 MN0492|                                                           dddmmss.s |
 MN0492| MN0490 COLTON                               30.233 METERS 05218     |
 MN0492| CP6865 COLTON 2 RM 3                        39.441 METERS 08847     |
 MN0492| CP6864 COLTON 2 AZ MK                                     2622022.4 |
 MN0492| CP6866 COLTON 2 RM 4                        38.966 METERS 26351     |
 MN0492| CP6861 COLTON AZ MK                                       2691221.9 |
 MN0492|---------------------------------------------------------------------|
 MN0492
 MN0492                          SUPERSEDED SURVEY CONTROL
 MN0492
 MN0492  NAD 83(1995)-  41 09 05.25703(N)    102 53 02.49295(W) AD(       ) 3
 MN0492  NAD 83(1986)-  41 09 05.25088(N)    102 53 02.49318(W) AD(       ) 3
 MN0492  NAD 27      -  41 09 05.30604(N)    102 53 00.77676(W) AD(       ) 3
 MN0492
 MN0492.Superseded values are not recommended for survey control.
 MN0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0492.See file dsdata.txt to determine how the superseded data were derived.
 MN0492
 MN0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7755457729(NAD 83)
 MN0492_MARKER: DS = TRIANGULATION STATION DISK
 MN0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0492_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0492
 MN0492  HISTORY     - Date     Condition        Report By
 MN0492  HISTORY     - 1968     MONUMENTED       CGS
 MN0492
 MN0492                          STATION DESCRIPTION
 MN0492
 MN0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MN0492'THE STATION IS LOCATED ABOUT 5 MILES EAST OF SIDNEY, 1-1/2 MILES
 MN0492'WEST OF COLTON, AND ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY
 MN0492'30.
 MN0492'
 MN0492'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0492'ON U.S. HIGHWAY 30 FOR 1.6 MILES TO THE JUNCTION OF U.S.
 MN0492'HIGHWAY 385.  KEEP RIGHT AND GO EAST ON U.S. HIGHWAY 30
 MN0492'FOR 2.95 MILES TO A SIDE ROAD ON THE RIGHT.  (TURN RIGHT AND
 MN0492'GO SOUTH, CROSSING RAILROAD TRACKS, FOR 0.05 MILE TO THE
 MN0492'AZIMUTH MARK ON THE RIGHT.) CONTINUE EAST ON U.S. HIGHWAY 30
 MN0492'FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 MN0492'
 MN0492'STATION MARKS ARE STANDARD DISKS STAMPED COLTON 2 1968.  THE
 MN0492'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 MN0492'WHICH PROJECTS 2 INCHES.  IT IS 86 FEET SOUTH OF THE CENTER
 MN0492'OF U.S. HIGHWAY 30, 45 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 MN0492'TRACKS, 3 FEET NORTH OF THE NORTH ONE OF TWO POWER LINE POLES,
 MN0492'AND 2 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 MN0492'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET
 MN0492'BELOW THE SURFACE OF THE GROUND.
 MN0492'
 MN0492'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED COLTON 2 NO. 3
 MN0492'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MN0492'4 INCHES.  IT IS 38 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 MN0492'TRACKS, AND 1 FOOT WEST OF A POWERLINE POLE.
 MN0492'
 MN0492'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED COLTON 2 NO. 4
 MN0492'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MN0492'2 INCHES.  IT IS 39.5 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 MN0492'TRACKS, AND 2 FEET NORTHEAST OF A POWERLINE POLE.
 MN0492'
 MN0492'AZIMUTH MARK, A STANDARD DISK STAMPED COLTON 2 1968, IS SET
 MN0492'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 MN0492'SURFACE OF THE GROUND.  IT IS 95 FEET WEST OF THE CENTER OF
 MN0492'A DRIVEWAY, 66.5 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD
 MN0492'TRACKS, 20 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1.5 FEET
 MN0492'NORTHEAST OF THE NORTH ONE OF TWO TELEGRAPH POLES, AND 1.5
 MN0492'FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1895 ***********************************************************************
 MK1895  DESIGNATION -  COLUMBUS
 MK1895  PID         -  MK1895
 MK1895  STATE/COUNTY-  NE/PLATTE
 MK1895  USGS QUAD   -  COLUMBUS (1976)
 MK1895
 MK1895                         *CURRENT SURVEY CONTROL
 MK1895  ___________________________________________________________________
 MK1895* NAD 83(1995)-  41 28 37.58159(N)    097 20 57.37528(W)     ADJUSTED  
 MK1895* NAVD 88     -       465.96   (+/-2cm)    1528.7    (feet)  VERTCON   
 MK1895  ___________________________________________________________________
 MK1895  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 MK1895  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 MK1895
 MK1895  HORZ ORDER  -  FIRST
 MK1895  VERT ORDER  -  THIRD ? (See Below)
 MK1895
 MK1895.The horizontal coordinates were established by classical geodetic methods
 MK1895.and adjusted by the National Geodetic Survey in August 1997..
 MK1895
 MK1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1895.The vertical order pertains to the NGVD 29 superseded value.
 MK1895
 MK1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1895
 MK1895.The geoid height was determined by GEOID03.
 MK1895
 MK1895;                    North         East     Units Scale Factor Converg.
 MK1895;SPC NE       -   185,892.819   721,293.420   MT  0.99965872   +1 45 23.9
 MK1895;UTM  14      - 4,593,037.733   637,825.311   MT  0.99983377   +1 05 36.5
 MK1895
 MK1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1895!SPC NE       -   0.99993088  x   0.99965872  =   0.99958963
 MK1895!UTM  14      -   0.99993088  x   0.99983377  =   0.99976467
 MK1895
 MK1895|---------------------------------------------------------------------|
 MK1895| PID    Reference Object                     Distance      Geod. Az  |
 MK1895|                                                           dddmmss.s |
 MK1895| MK1901 COLUMBUS 2                           60.431 METERS 00040     |
 MK1895| CN8982 COLUMBUS RM 1 AZIMUTH               APPROX. 0.5 KM 0022421.0 |
 MK1895| CN8981 COLUMBUS RM 1 AZIMUTH                              0022427.9 |
 MK1895| CN8983 COLUMBUS RM 2                        22.521 METERS 09151     |
 MK1895| MK1858 SCHUYLER CITY LT AND PWR STK        APPROX.24.5 KM 0965517.4 |
 MK1895| MK1857 SCHUYLER WELL ABBOTT NIEMAN TK      APPROX.24.3 KM 0972229.4 |
 MK1895| MK1900 NORTHWESTERN PUB SERV CO N TWR      APPROX.12.5 KM 1402757.6 |
 MK1895| MK1861 DAVID CITY STACK                    APPROX.31.3 KM 1415758.7 |
 MK1895| MK1863 DAVID CITY TANK                     APPROX.31.3 KM 1420121.8 |
 MK1895| MK1897 NORTHWESTERN PUB SERV CO S TWR      APPROX.13.0 KM 1430913.7 |
 MK1895| CN8984 COLUMBUS RM 3                        42.364 METERS 14727     |
 MK1895| MK1899 COLUMBUS ST BONAVENTURE CH          APPROX. 5.0 KM 1792140.2 |
 MK1895| MK1894 COLUMBUS ST ANTHONY CATH CH         APPROX. 6.1 KM 1793127.3 |
 MK1895| MK1896 COLUMBUS NW PWR LT CO SMOKESTK      APPROX. 5.7 KM 1901559.3 |
 MK1895| MK1898 COLUMBUS MUNICIPAL TANK             APPROX. 5.7 KM 1902617.2 |
 MK1895| MK1906 COLUMBUS KTTT RADIO MAST            APPROX. 5.3 KM 2413144.5 |
 MK1895| CN8985 COLUMBUS 2 RM 4                      75.804 METERS 33135     |
 MK1895|---------------------------------------------------------------------|
 MK1895
 MK1895                          SUPERSEDED SURVEY CONTROL
 MK1895
 MK1895  NAD 83(1986)-  41 28 37.59070(N)    097 20 57.37910(W) AD(       ) 1
 MK1895  NAD 27      -  41 28 37.55100(N)    097 20 56.23400(W) AD(       ) 1
 MK1895  NGVD 29 (07/19/86)  465.77   (m)         1528.1    (f) LEVELING    3  
 MK1895
 MK1895.Superseded values are not recommended for survey control.
 MK1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1895.See file dsdata.txt to determine how the superseded data were derived.
 MK1895
 MK1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3782593038(NAD 83)
 MK1895_MARKER: DS = TRIANGULATION STATION DISK
 MK1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1895
 MK1895  HISTORY     - Date     Condition        Report By
 MK1895  HISTORY     - 1930     MONUMENTED       CGS
 MK1895  HISTORY     - 1933     GOOD             NEGS
 MK1895  HISTORY     - 1935     GOOD             CGS
 MK1895  HISTORY     - 1939     GOOD             LOCENG
 MK1895  HISTORY     - 1962     GOOD             CGS
 MK1895  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MK1895  HISTORY     - 1969     GOOD             CGS
 MK1895
 MK1895                          STATION DESCRIPTION
 MK1895
 MK1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1895'STATION IS ABOUT 3-1/4 MILES N AND 1/2 MILE E OF COLUMBUS IN THE
 MK1895'NE 1/4 SEC. 6, T 17 N, R 1 E, ON LAND OWNED BY ERNEST RODEHORST
 MK1895'AND OCCUPIED BY ALFRED RODEHORST.  STATION IS IN A CULTIVATED
 MK1895'FIELD ABOUT 600 FEET N OF MR. RODEHORSTS HOUSE, ON HIGH GROUND,
 MK1895'AND ABOUT 1000 FEET S OF THE HOUSE OF MR. JOHN AHRENS.  THE MARK
 MK1895'IS 12 INCHES BELOW THE SURFACE, 45 FEET W OF THE CENTER LINE OF
 MK1895'THE SECTION-LINE ROAD AND 13 FEET W OF A FENCE LINE WHICH
 MK1895'PARALLELS THE ROAD.
 MK1895'
 MK1895'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1895'DISKS SET IN CONCRETE.
 MK1895'
 MK1895'REFERENCE MARK NO. 1, AN AZIMUTH MARK, IS LOCATED IN THE EXTREME
 MK1895'NW CORNER OF THE NW 1/4 OF SEC. 7, T 17 N, R 1 E, 50 FEET SE
 MK1895'OF THE INTERSECTION OF THE SECTION-LINE ROAD CENTERS, 4 FEET
 MK1895'INSIDE A FENCE CORNER.  THIS MARK IS 1700 FEET N OF THE STATION
 MK1895'AND 75 FEET E.  REFERENCE MARK NO. 2 IS IN THE SAME 1/4 SECTION
 MK1895'AS REFERENCE MARK NO. 1, AND DIRECTLY OPPOSITE THE SECTION-LINE
 MK1895'ROAD FROM THE STATION MARK.  IT IS 29 FEET E OF THE CENTER OF
 MK1895'THE SECTION-LINE ROAD AND ABOUT 2 FEET W OF A FENCE LINE
 MK1895'PARALLELING THE ROAD.  THIS MARK IS 73.95 FEET FROM THE STATION
 MK1895'MARK.
 MK1895'
 MK1895'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 MK1895
 MK1895                          STATION RECOVERY (1933)
 MK1895
 MK1895'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1933
 MK1895'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 MK1895'ORIGINAL DESCRIPTION IS STILL GOOD.
 MK1895'
 MK1895'ELEVATION WAS OBTAINED FOR THIS STATION, THUS MAKING IT A
 MK1895'SECOND-ORDER BENCH MARK.
 MK1895
 MK1895                          STATION RECOVERY (1935)
 MK1895
 MK1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1895'STATION RECOVERED AS DESCRIBED.
 MK1895'
 MK1895'REFERENCE MARK NO. 3 WAS SET AND STAMPED 1935.  LOCATED 138.99
 MK1895'FEET SE OF STATION ACROSS ROAD AND IN SECTION-LINE FENCE.
 MK1895'
 MK1895'STATION IS REACHED FROM COLUMBUS (PLATTE COUNTY COURTHOUSE) BY
 MK1895'GOING N ON TWENTY-SIXTH AVENUE 0.5 MILE, TURN RIGHT (E) ON U.S.
 MK1895'HIGHWAY 30 AND GO 0.5 MILE, TURN LEFT (N) ON GRAVEL ROAD AND GO
 MK1895'2.6 MILES TO TOP OF RIDGE AND STATION.
 MK1895'
 MK1895'NOTE--LETTER OF MR. GUY A. ROBERTSON, CAMP SUPERINTENDENT,
 MK1895'C.C.C. CAMP SCS-18, COLUMBUS, NEBRASKA DATED SEPTEMBER 8, 1939--
 MK1895'
 MK1895'DUE TO EXCAVATION OF THE ROAD DITCH AND FROST ACTION, REFERENCE
 MK1895'MARK NO. 2 WAS EXPOSED ON THE W FACE AND ABOUT 6 INCHES UNDER THE
 MK1895'BASE.  WE FORMED AND POURED REINFORCED CONCRETE SUPPORTING THE
 MK1895'BASE OVER AN AREA 8 INCHES IN FROM ITS EDGE.  THIS EXTENDS DOWN
 MK1895'TO SOLID GROUND BELOW THE DITCH BOTTOM AS A CONTINUATION OF THE
 MK1895'W FACE, WITH CUT-OFF RETURNS POURED INTO THE BANK ON BOTH THE N
 MK1895'AND S SIDES OF THE BASE.  TO PROTECT AGAINST ANY POSSIBLE
 MK1895'DAMAGE FROM THE FLOW OF WATER IN THE DITCH.  ABOUT 6 CUBIC FEET
 MK1895'OF CONCRETE WAS PLACED.
 MK1895
 MK1895                          STATION RECOVERY (1939)
 MK1895
 MK1895'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1939
 MK1895'STATION RECOVERED BY CIVILIAN CONSERVATION CORPS
 MK1895'
 MK1895'DUE TO EXCAVATION OF THE ROAD DITCH AND FROST ACTION, REFERENCE
 MK1895'MARK NO. 2 WAS EXPOSED ON THE WEST FACE AND ABOUT 6 INCHES UNDER
 MK1895'THE BASE.  WE FORMED, AND POURED REENFORCED CONCRETE SUPPORTING
 MK1895'THE BASE OVER AN AREA 8 INCHES IN FROM ITS EDGE.  THIS EXTENDS
 MK1895'DOWN TO SOLID GROUND BELOW THE DITCH BOTTOM AS A CONTINUATION
 MK1895'OF THE WEST FACE, WITH CUT-OFF RETURNS POURED INTO THE BANK ON
 MK1895'BOTH THE NORTH AND SOUTH SIDES OF THE BASE TO PROTECT AGAINST
 MK1895'ANY POSSIBLE DAMAGE FROM THE FLOW OF WATER IN THE DITCH.
 MK1895'ABOUT 6 CUBIC FEET OF CONCRETE WERE PLACED.
 MK1895
 MK1895                          STATION RECOVERY (1962)
 MK1895
 MK1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 MK1895'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MK1895'AS DESCRIBED EXCEPT THE REFERENCE MARK NO. 1 WHICH WAS USED AS THE
 MK1895'AZIMUTH MARK AND WAS DISPLACED BY ROAD CONSTRUCTION.  THIS MARK
 MK1895'WAS NOT REPLACED AS THE LINE OF SIGHT WAS OBSTRUCTED BY LEVEE
 MK1895'CONSTRUCTION AROUND BABCOCK LAKE AND CANAL WHICH IS JUST NORTH
 MK1895'OF THE STATION.  A COMPLETE DESCRIPTION FOLLOWS.
 MK1895'
 MK1895'STATION IS LOCATED ABOUT 3 MILES OF COLUMBUS IN THE NE 1/4 OF
 MK1895'SEC. 6, T 17 N., R 1 E ON LAND OWNED BY ERNEST RODEHORST AND
 MK1895'OCCUPIED BY DON RODEHORST, 246 FEET SOUTH OF THE SOUTH EDGE OF
 MK1895'CONCRETE WALL ATOP THE LEVEE ALONG THE SOUTHSIDE OF LAKE BABCOCK,
 MK1895'174 FEET SOUTH OF A NORTHEAST FENCE CORNER, 44 FEET WEST OF THE
 MK1895'CENTER OF HARD-SURFACED ROAD, AND 11 FEET WEST OF A NEW STEEL
 MK1895'WITNESS POST SIGN AND THE WEST RIGHT-OF-WAY FENCE.  THE MARK
 MK1895'IS 12 INCHES BELOW THE SURFACE OF A CULTIVATED FIELD AND THE
 MK1895'DISK IS STAMPED COLUMBUS 1930.
 MK1895'
 MK1895'REFERENCE MARK NO. 1 HAS BEEN DESTROYED.
 MK1895'
 MK1895'REFERENCE MARK NO. 2 IS 73.95 FEET EAST OF THE STATION, 248 FEET
 MK1895'SOUTH OF THE SOUTH END OF THE EAST STEEL RAIL OF BRIDGE OVER CANAL,
 MK1895'117 FEET SOUTH OF A NORTHWEST FENCE CORNER, 95 FEET SOUTH OF A
 MK1895'TELEPHONE POLE, 30 FEET EAST OF THE CENTER OF A HARD-SURFACED
 MK1895'ROAD, 18 FEET NORTH OF A TELEPHONE POLE, AND 3 FEET WEST OF A
 MK1895'FENCE.  THE MARK HAS BEEN REINFORCED BY CONCRETE AND THE MARK
 MK1895'PROJECTS ABOUT 2 FEET AND THE DISK IS STAMPED COLUMBUS NO 2
 MK1895'1930.
 MK1895'
 MK1895'REFERENCE MARK NO. 3 IS SOUTH-SOUTHEAST OF THE STATION 138.66
 MK1895'FEET, 29 FEET EAST OF THE CENTER OF HARD-SURFACED ROAD, 14 FEET
 MK1895'NORTH OF THE CENTER OF A TELEPHONE POLE, AND 4 FEET WEST OF THE
 MK1895'EAST RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 14 INCHES AND THE
 MK1895'DISK IS STAMPED COLUMBUS NO 3 1935.
 MK1895'
 MK1895'TO REACH THE STATION FROM THE COURTHOUSE IN COLUMBUS, GO NORTH
 MK1895'ON TWENTY-SIX AVENUE FOR 0.5 MILE TO U.S. HIGHWAY 30.  TURN
 MK1895'RIGHT AND GO EAST ON U.S. HIGHWAY 30 FOR 0.5 MILE TO THE
 MK1895'INTERSECTION OF 23RD STREET (U.S. HIGHWAY 30) AND 18TH AVENUE.
 MK1895'TURN LEFT AND GO NORTH ON A HARD-SURFACED ROAD FOR 2.6 MILES TO
 MK1895'THE STATION ON THE LEFT AS DESCRIBED.
 MK1895
 MK1895                          STATION RECOVERY (1968)
 MK1895
 MK1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1895'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO BE
 MK1895'IN GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND DESTROYED.  A NEW
 MK1895'STATION MARK STAMPED COLUMBUS 2 1968 AND A NEW REFERENCE MARK
 MK1895'STAMPED COLUMBUS 2 NO 4 1968 WERE ESTABLISHED AT THIS TIME DUE TO
 MK1895'POWER LINES OVER THE OLD STATION.  THE DISTANCE TO THE REFERENCE
 MK1895'MARK COMPARED FAVORABLY WITH THE 1930 OBSERVATIONS.
 MK1895'
 MK1895'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF COLUMBUS, IN THE NE 1/4
 MK1895'OF SEC. 6 T17N, RIE AND ON PROPERTY OWNED BY MR. DON RODEHERST.
 MK1895'
 MK1895'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR COLUMBUS 2
 MK1895'1968.
 MK1895'
 MK1895'THE STATION MARK IS A STANDARD DISK STAMPED COLUMBUS 1930, SET IN THE
 MK1895'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 14 INCHES BELOW
 MK1895'THE GROUND SURFACE.  IT IS 126 FEET SOUTH OF A POWERLINE POLE, 44
 MK1895'FEET WEST OF THE CENTER OF A PAVED ROAD AND 11 FEET WEST OF A
 MK1895'METAL WITNESS POST WITH SIGN ATTACHED SET IN A FENCE.
 MK1895'
 MK1895'THE MARK IS A STANDARD STATION MARK DISK STAMPED COLUMBUS 2 1968 SET
 MK1895'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 MK1895'THE GROUND SURFACE.  IT IS 43 FEET WEST OF THE CENTER OF A PAVED
 MK1895'ROAD, 40 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 22 FEET
 MK1895'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED SET IN A FENCE.
 MK1895'
 MK1895'THE MARK IS A STANDARD REFERENCE MARK DISK STAMPED COLUMBUS 2 NO 4
 MK1895'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 MK1895'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET
 MK1895'SOUTH OF THE GRAVELED ROAD AND 32 FEET NORTH OF A FENCE.
 MK1895'
 MK1895'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COLUMBUS NO 2 1930, SET
 MK1895'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 15
 MK1895'INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET EAST OF THE CENTER
 MK1895'OF THE PAVED ROAD, 19 FEET NORTH OF A TELEPHONE POLE AND 3-1/2
 MK1895'FEET WEST OF A FENCE.
 MK1895'
 MK1895'NOTE--THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEE LEVEL.
 MK1895'
 MK1895'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 MK1895'COLUMUBS.
 MK1895
 MK1895                          STATION RECOVERY (1969)
 MK1895
 MK1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 MK1895'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 MK1895'IS ADEQUATE.  R.M. NO. 2 (1930) RECOVERED IN GOOD CONDITION.
 MK1895'AZ. MK. R.M. NO. 1 (1930) WAS NOT SEARCHED FOR.
 MK1895'
 MK1895'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/4 MILES
 MK1895'NORTH AND 1/2 MILE EAST OF COLUMBUS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1901 ***********************************************************************
 MK1901  DESIGNATION -  COLUMBUS 2
 MK1901  PID         -  MK1901
 MK1901  STATE/COUNTY-  NE/PLATTE
 MK1901  USGS QUAD   -  COLUMBUS (1976)
 MK1901
 MK1901                         *CURRENT SURVEY CONTROL
 MK1901  ___________________________________________________________________
 MK1901* NAD 83(1995)-  41 28 39.54026(N)    097 20 57.34533(W)     ADJUSTED  
 MK1901* NAVD 88     -       465.45   (+/-2cm)    1527.1    (feet)  VERTCON   
 MK1901  ___________________________________________________________________
 MK1901  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 MK1901  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 MK1901
 MK1901  HORZ ORDER  -  FIRST
 MK1901  VERT ORDER  -  THIRD ? (See Below)
 MK1901
 MK1901.The horizontal coordinates were established by classical geodetic methods
 MK1901.and adjusted by the National Geodetic Survey in August 1997..
 MK1901
 MK1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1901.The vertical order pertains to the NGVD 29 superseded value.
 MK1901
 MK1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1901
 MK1901.The geoid height was determined by GEOID03.
 MK1901
 MK1901;                    North         East     Units Scale Factor Converg.
 MK1901;SPC NE       -   185,953.218   721,292.263   MT  0.99965872   +1 45 23.9
 MK1901;UTM  14      - 4,593,098.152   637,824.852   MT  0.99983377   +1 05 36.6
 MK1901
 MK1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1901!SPC NE       -   0.99993096  x   0.99965872  =   0.99958971
 MK1901!UTM  14      -   0.99993096  x   0.99983377  =   0.99976475
 MK1901
 MK1901:                Primary Azimuth Mark                     Grid Az
 MK1901:SPC NE       -  SHELL                                    059 08 23.2
 MK1901:UTM  14      -  SHELL                                    059 48 10.5
 MK1901
 MK1901|---------------------------------------------------------------------|
 MK1901| PID    Reference Object                     Distance      Geod. Az  |
 MK1901|                                                           dddmmss.s |
 MK1901| MK1842 SHELL                               APPROX.14.3 KM 0605347.1 |
 MK1901| CN8983 COLUMBUS RM 2                                      16022     |
 MK1901| CN8986 COLUMBUS CABLE TV MAST                             2274715.5 |
 MK1901| CN8985 COLUMBUS 2 RM 4                      37.317 METERS 27938     |
 MK1901|---------------------------------------------------------------------|
 MK1901
 MK1901                          SUPERSEDED SURVEY CONTROL
 MK1901
 MK1901  NAD 83(1986)-  41 28 39.54936(N)    097 20 57.34916(W) AD(       ) 1
 MK1901  NAD 27      -  41 28 39.50962(N)    097 20 56.20399(W) AD(       ) 1
 MK1901  NGVD 29 (07/19/86)  465.26   (m)         1526.4    (f) LEVELING    3  
 MK1901
 MK1901.Superseded values are not recommended for survey control.
 MK1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1901.See file dsdata.txt to determine how the superseded data were derived.
 MK1901
 MK1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3782593098(NAD 83)
 MK1901_MARKER: DS = TRIANGULATION STATION DISK
 MK1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1901_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1901
 MK1901  HISTORY     - Date     Condition        Report By
 MK1901  HISTORY     - 1968     MONUMENTED       CGS
 MK1901  HISTORY     - 1969     GOOD             CGS
 MK1901
 MK1901                          STATION DESCRIPTION
 MK1901
 MK1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1901'THE STATION IS ABOUT 8 MILES EAST-SOUTHEAST OF PLATTE CENTER,
 MK1901'3-1/2 MILES NORTH-NORTHEAST OF COLUMBUS, 6-1/2 MILES NORTHWEST
 MK1901'OF RICHLAND, AND AT THE SOUTHEAST EDGE OF LAKE BABCOCK
 MK1901'RESERVOIR.  IT IS ON PROPERTY OWNED BY LOUP POWER DISTRICT.
 MK1901'
 MK1901'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND
 MK1901'81 IN COLUMBUS, GO NORTH AND EAST ON U.S. HIGHWAY 30 FOR 1.45
 MK1901'MILES TO THE JUNCTION OF 18TH AVENUE.  TURN LEFT AND GO NORTH ON
 MK1901'18TH AVENUE FOR 2.7 MILES TO A CROSSROAD AND THE STATION ON THE
 MK1901'LEFT.
 MK1901'
 MK1901'THE STATION MARK IS A STANDARD DISK STAMPED COLUMBUS 2 1968,
 MK1901'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 MK1901'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 43 FEET WEST OF THE
 MK1901'CENTER OF THE NORTH-SOUTH PAVED ROAD, 40 FEET SOUTH OF THE CENTER
 MK1901'OF AN EAST-WEST GRAVELED ROAD, 22 FEET NORTH OF A METAL WITNESS
 MK1901'POST WITH A SIGN ATTACHED SET IN AN EAST-WEST FENCE LINE, AND
 MK1901'ABOUT 15 FEET LOWER IN ELEVATION THAN THE ROADS.
 MK1901'
 MK1901'THE MARK IS A STANDARD TRIANGULATION STATION MARK
 MK1901'DISK STAMPED COLUMBUS 1930, SET IN THE TOP OF A 12-INCH SQUARE
 MK1901'CONCRETE MONUMENT WHICH IS ABOUT 15 INCHES BELOW THE SURFACE OF
 MK1901'THE GROUND.  IT IS 126 FEET SOUTH OF A POWER POLE, 44 FEET WEST
 MK1901'OF THE CENTER OF THE NORTH-SOUTH PAVED ROAD, 11 FEET WEST OF A
 MK1901'METAL WITNESS POST WITH A SIGN ATTACHED SET IN A NORTH-SOUTH
 MK1901'FENCE LINE.
 MK1901'
 MK1901'REFERENCE MARK 4 IS A STANDARD DISK STAMPED COLUMBUS 2 NO 4
 MK1901'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 MK1901'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET SOUTH
 MK1901'OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 32 FEET NORTH
 MK1901'OF AN EAST-WEST FENCE LINE.
 MK1901'
 MK1901'NO AZIMUTH MARK WAS SET, BUT COLUMBUS COMMUNITY CABLE TV MAST
 MK1901'IS SUITABLE FOR AZIMUTH.
 MK1901'
 MK1901'NOTE--THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 MK1901
 MK1901                          STATION RECOVERY (1969)
 MK1901
 MK1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 MK1901'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL
 MK1901'DESCRIPTION.  THE AZIMUTH MARK AND THE REFERENCE MARKS WERE NOT
 MK1901'SEARCHED FOR.
 MK1901'
 MK1901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MK1901'3-1/4 MILES NORTH AND 1/2 MILE EAST OF COLUMBUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4091 ***********************************************************************
 AB4091  FBN         -  This is a Federal Base Network Control Station.
 AB4091  PACS        -  This is a Primary Airport Control Station.
 AB4091  DESIGNATION -  COLUMBUS CBL 0
 AB4091  PID         -  AB4091
 AB4091  STATE/COUNTY-  NE/PLATTE
 AB4091  USGS QUAD   -  COLUMBUS (1976)
 AB4091
 AB4091                         *CURRENT SURVEY CONTROL
 AB4091  ___________________________________________________________________
 AB4091* NAD 83(1995)-  41 26 41.84465(N)    097 20 31.89927(W)     ADJUSTED  
 AB4091* NAVD 88     -       439.48   (meters)    1441.9    (feet)  GPS OBS   
 AB4091  ___________________________________________________________________
 AB4091  X           -    -611,925.691 (meters)                     COMP
 AB4091  Y           -  -4,749,075.545 (meters)                     COMP
 AB4091  Z           -   4,199,865.838 (meters)                     COMP
 AB4091  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AB4091  ELLIP HEIGHT-         414.09  (meters)          (07/10/01) GPS OBS
 AB4091  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AB4091
 AB4091  HORZ ORDER  -  B
 AB4091  ELLP ORDER  -  FOURTH    CLASS I
 AB4091
 AB4091.This mark is at Columbus Municipal Airport (OLU)
 AB4091
 AB4091.The horizontal coordinates were established by GPS observations
 AB4091.and adjusted by the National Geodetic Survey in June 1996..
 AB4091
 AB4091.The orthometric height was determined by GPS observations and a
 AB4091.high-resolution geoid model.
 AB4091
 AB4091.GPS derived orthometric heights for airport stations designated as
 AB4091.PACS or SACS are published to 2 decimal places.  This maintains
 AB4091.centimeter relative accuracy between the PACS and SACS.  It does
 AB4091.not indicate centimeter accuracy relative to other marks which are
 AB4091.part of the NAVD 88 network.
 AB4091
 AB4091.Photographs are available for this station.
 AB4091
 AB4091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4091
 AB4091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4091
 AB4091.The ellipsoidal height was determined by GPS observations
 AB4091.and is referenced to NAD 83.
 AB4091
 AB4091.The geoid height was determined by GEOID03.
 AB4091
 AB4091;                    North         East     Units Scale Factor Converg.
 AB4091;SPC NE       -   182,343.285   721,993.730   MT  0.99965916   +1 45 40.8
 AB4091;UTM  14      - 4,589,479.701   638,484.587   MT  0.99983602   +1 05 50.9
 AB4091
 AB4091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4091!SPC NE       -   0.99993505  x   0.99965916  =   0.99959424
 AB4091!UTM  14      -   0.99993505  x   0.99983602  =   0.99977108
 AB4091
 AB4091|---------------------------------------------------------------------|
 AB4091| PID    Reference Object                     Distance      Geod. Az  |
 AB4091|                                                           dddmmss.s |
 AB4091| AE3035 COLUMBUS CBL 100                     30.479 METERS 23949     |
 AB4091| AE3034 COLUMBUS CBL 150                    149.983 METERS 32950     |
 AB4091| AB4151 COLUMBUS CBL 430                    429.963 METERS 3295015.6 |
 AB4091|---------------------------------------------------------------------|
 AB4091
 AB4091                          SUPERSEDED SURVEY CONTROL
 AB4091
 AB4091  ELLIP H (06/25/96)  414.13   (m)                       GP(       ) 1 1
 AB4091
 AB4091.Superseded values are not recommended for survey control.
 AB4091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4091.See file dsdata.txt to determine how the superseded data were derived.
 AB4091
 AB4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3848589480(NAD 83)
 AB4091_MARKER: DQ = CALIBRATION BASE LINE DISK
 AB4091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4091_STAMPING: 0 M 1989
 AB4091_MARK LOGO: NGS   
 AB4091_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4091+STABILITY: SURFACE MOTION
 AB4091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4091+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2000
 AB4091
 AB4091  HISTORY     - Date     Condition        Report By
 AB4091  HISTORY     - 1989     MONUMENTED       NGS
 AB4091  HISTORY     - 19950602 GOOD             NGS
 AB4091  HISTORY     - 19970612 GOOD             NGS
 AB4091  HISTORY     - 20000510 GOOD             NGS
 AB4091
 AB4091                          STATION DESCRIPTION
 AB4091
 AB4091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AB4091'A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASELINE.
 AB4091'REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 AB4091' 
 AB4091'THE BASE LINE IS LOCATED IN COLUMBUS AT THE COLUMBUS MUNICIPAL
 AB4091'AIRPORT. THE BASE LINE LIES ALONG THE SOUTHWEST EDGE OF AND IS
 AB4091'APPROXIMATELY PARALLEL TO THE TAXIWAY LEADING TO RUNWAY NO. 14.
 AB4091' 
 AB4091'THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT ON
 AB4091'THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1100- METER
 AB4091'POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED SOUTHWEST OF
 AB4091'THE 0-METER POINT AT 90 DEGREES TO THE BASE LINE.
 AB4091' 
 AB4091'TO REACH THE BASE LINE FROM THE THE INTERSECTION OF 33RD AVENUE AND
 AB4091'23RD STREET (U.S. HIGHWAY 30 EAST), GO EAST ON 23RD STREET FOR 1.6 KM
 AB4091'(1.0 MI) TO THE INTERSECTION OF 18TH AVENUE. TURN LEFT AND GO NORTH ON
 AB4091'18TH AVENUE FOR 0.35 KM (0.2 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 AB4091'TURN RIGHT AND GO EAST ON THE ROAD FOR 0.4 KM (0.2 MI) TO A SIDE ROAD
 AB4091'LEFT. TURN LEFT AND GO NORTH ON THE ROAD FOR 0.2 KM (0.1 MI) TO A
 AB4091'GATE. PASS THROUGH THE GATE, THEN TURN RIGHT AND GO EAST FOR 0.2 KM
 AB4091'(0.1 MI), CROSSING AN AIRPLANE PARKING AREA, TO THE TAXIWAY AND THE
 AB4091'0-METER POINT ON THE LEFT.
 AB4091' 
 AB4091'TO REACH THE OTHER CBL POINTS, TURN LEFT AND GO NORTHWEST ON THE
 AB4091'TAXIWAY, PASSING THE 150 AND 430-METER POINTS, TO THE END OF THE
 AB4091'TAXIWAY. CURVE RIGHT TO THE END OF THE RUNWAY, THEN TURN LEFT AND GO
 AB4091'NORTH AND WEST ON THE CONCRETE, THEN GRAVEL ROAD FOR 0.3 KM (0.2 MI)
 AB4091'TO THE 1100-METER POINT ON THE LEFT, ABOUT 35 METERS BEFORE REACHING
 AB4091'THE END OF THE ROAD.
 AB4091' 
 AB4091'THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AB4091'STAMPED--0 M 1989--, SET IN THE TOP OF A 28 CM (11 IN) DIAMETER
 AB4091'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 6.2 M (20.3
 AB4091'FT) SOUTH OF A BLUE TAXI LIGHT NO. 18, 4.7 M (15.4 FT) NORTHEAST OF A
 AB4091'BLUE TAXI LIGHT NO. 17, AND 2.0 M (6.6 FT) NORTHWEST OF THE EDGE OF
 AB4091'THE CONCRETE.
 AB4091' 
 AB4091'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AB4091'ELEVATIONS ARE FOR CBL USE ONLY. REMEMBER THAT AT AIRPORTS AIRCRAFT
 AB4091'ALWAYS HAVE RIGHT-OF-WAY. INFORM THE AIRPORT MANAGER OF YOUR
 AB4091'ACTIVITIES ON AIRPORT GROUNDS. THE AIRPORT MANAGER IS MR. JERRY L.
 AB4091'SCHULTZ AND MAY BE REACHED AT THE COLUMBUS MUNICIPAL AIRPORT, P.O. BOX
 AB4091'315, COLUMBUS, NE 68601. TELEPHONE (402) 564-7377.
 AB4091' 
 AB4091'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CENTRAL
 AB4091'COMMUNITY COLLEGE - PLATTE CAMPUS. FOR MORE INFORMATION CONTACT MR.
 AB4091'JACK FITCH, NEBRASKA PUBLIC POWER DISTRICT HEADQUARTERS, 1414 EAST
 AB4091'15TH STREET, P.O. BOX 499, COLUMBUS, NE 68601. TELEPHONE (402)
 AB4091'563-5762, OR MR. JERRY ODUM, P.O. BOX 2113, STATION B, LINCOLN, NE
 AB4091'68502. TELEPHONE (402) 479-4379.
 AB4091
 AB4091                          STATION RECOVERY (1995)
 AB4091
 AB4091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4091'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF PLATTE
 AB4091'CENTER, 1.8 MI (2.9 KM) NORTHWEST OF COLUMBUS ON THE COLUMBUS
 AB4091'MUNICIPAL AIRPORT AT THE JUNCTION OF A CONNECTOR AND PARALLEL TAXIWAY
 AB4091'NEAR THE NORTHEAST CORNER OF THE MAIN APRON.  OWNERSHIP--COLUMBUS
 AB4091'AIRPORT AUTHORITY, PO BOX 315, COLUMBUS NE 68601.  AIRPORT MANAGER IS
 AB4091'JERRY SCHULTZ, PHONE (402) 564-7377.  TO REACH THE STATION FROM THE
 AB4091'JUNCTION OF U.S. HIGHWAYS 30 AND 81 IN NORTHWEST COLUMBUS, GO EAST ON
 AB4091'U.S. HIGHWAY 30 FOR 1.0 MI (1.6 KM) TO AN INTERSECTION, TURN LEFT AND
 AB4091'GO NORTH ON 18TH AVENUE FOR 0.2 MI (0.3 KM) TO A PAVED ROAD RIGHT,
 AB4091'TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.25 MI (0.40
 AB4091'KM) TO A SLIGHT CURVE LEFT AND A PAVED ROAD LEFT, TURN LEFT AND GO
 AB4091'NORTH ON THE PAVED ROAD FOR 0.1 MI (0.2 KM) TO A GATE AHEAD, PASS
 AB4091'THROUGH GATE, TURN RIGHT AND GO NORTHEAST ON A TAXIWAY (CROSSING THE
 AB4091'APRON) FOR 0.15 MI (0.24 KM) TO THE PARALLEL TAXIWAY AND THE STATION
 AB4091'ON THE LEFT.  THE STATION IS 54.9 FT (16.7 M) SOUTHWEST OF THE
 AB4091'PARALLEL TAXIWAY CENTER, 50.3 FT (15.3 M) NORTHWEST OF THE CONNECTOR
 AB4091'TAXIWAY CENTER, 20.4 FT (6.2 M) SOUTH OF TAXIWAY LIGHT 18, 15.3 FT
 AB4091'(4.7 M) NORTHEAST OF A TAXIWAY LIGHT (17) AND 6.0 FT (1.8 M) WEST OF
 AB4091'THE APEX OF THE CURVED PAVEMENT EDGE.  NOTE--THIS STATION WAS USED AS
 AB4091'AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4091
 AB4091                          STATION RECOVERY (1997)
 AB4091
 AB4091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4091'RECOVERED AS DESCRIBED.
 AB4091
 AB4091                          STATION RECOVERY (2000)
 AB4091
 AB4091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 AB4091'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3035 ***********************************************************************
 AE3035  DESIGNATION -  COLUMBUS CBL 100
 AE3035  PID         -  AE3035
 AE3035  STATE/COUNTY-  NE/PLATTE
 AE3035  USGS QUAD   -  COLUMBUS (1976)
 AE3035
 AE3035                         *CURRENT SURVEY CONTROL
 AE3035  ___________________________________________________________________
 AE3035* NAD 83(1995)-  41 26 41.34789(N)    097 20 33.03423(W)     ADJUSTED  
 AE3035* NAVD 88     -       439.2    (meters)    1441.     (feet)  GPS OBS   
 AE3035  ___________________________________________________________________
 AE3035  X           -    -611,953.101 (meters)                     COMP
 AE3035  Y           -  -4,749,082.098 (meters)                     COMP
 AE3035  Z           -   4,199,854.224 (meters)                     COMP
 AE3035  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AE3035  ELLIP HEIGHT-         413.90  (meters)          (12/10/01) GPS OBS
 AE3035  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AE3035
 AE3035  HORZ ORDER  -  FIRST
 AE3035  ELLP ORDER  -  FOURTH    CLASS I
 AE3035
 AE3035.The horizontal coordinates were established by GPS observations
 AE3035.and adjusted by the National Geodetic Survey in September 1997..
 AE3035
 AE3035.The orthometric height was determined by GPS observations and a
 AE3035.high-resolution geoid model.
 AE3035
 AE3035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3035
 AE3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3035
 AE3035.The ellipsoidal height was determined by GPS observations
 AE3035.and is referenced to NAD 83.
 AE3035
 AE3035.The geoid height was determined by GEOID03.
 AE3035
 AE3035;                    North         East     Units Scale Factor Converg.
 AE3035;SPC NE       -   182,327.163   721,967.877   MT  0.99965916   +1 45 40.0
 AE3035;UTM  14      - 4,589,463.876   638,458.544   MT  0.99983593   +1 05 50.2
 AE3035
 AE3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3035!SPC NE       -   0.99993508  x   0.99965916  =   0.99959427
 AE3035!UTM  14      -   0.99993508  x   0.99983593  =   0.99977102
 AE3035
 AE3035|---------------------------------------------------------------------|
 AE3035| PID    Reference Object                     Distance      Geod. Az  |
 AE3035|                                                           dddmmss.s |
 AE3035| AB4091 COLUMBUS CBL 0                       30.479 METERS 05949     |
 AE3035|---------------------------------------------------------------------|
 AE3035
 AE3035                          SUPERSEDED SURVEY CONTROL
 AE3035
 AE3035  ELLIP H (09/22/97)  413.94   (m)                       GP(       ) 4 1
 AE3035
 AE3035.Superseded values are not recommended for survey control.
 AE3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3035.See file dsdata.txt to determine how the superseded data were derived.
 AE3035
 AE3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3845989464(NAD 83)
 AE3035_MARKER: DQ = CALIBRATION BASE LINE DISK
 AE3035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3035_STAMPING: NO STAMPING
 AE3035_MARK LOGO: NGS   
 AE3035_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3035+STABILITY: SURFACE MOTION
 AE3035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3035+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1997
 AE3035
 AE3035  HISTORY     - Date     Condition        Report By
 AE3035  HISTORY     - 1989     MONUMENTED       NGS
 AE3035  HISTORY     - 19970612 GOOD             NGS
 AE3035
 AE3035                          STATION DESCRIPTION
 AE3035
 AE3035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AE3035'A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASELINE.
 AE3035'REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 AE3035' 
 AE3035'THE BASE LINE IS LOCATED IN COLUMBUS AT THE COLUMBUS MUNICIPAL
 AE3035'AIRPORT. THE BASE LINE LIES ALONG THE SOUTHWEST EDGE OF AND IS
 AE3035'APPROXIMATELY PARALLEL TO THE TAXIWAY LEADING TO RUNWAY NO. 14.
 AE3035' 
 AE3035'THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT ON
 AE3035'THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1100- METER
 AE3035'POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED SOUTHWEST OF
 AE3035'THE 0-METER POINT AT 90 DEGREES TO THE BASE LINE.
 AE3035' 
 AE3035'TO REACH THE BASE LINE FROM THE THE INTERSECTION OF 33RD AVENUE AND
 AE3035'23RD STREET (U.S. HIGHWAY 30 EAST), GO EAST ON 23RD STREET FOR 1.6 KM
 AE3035'(1.0 MI) TO THE INTERSECTION OF 18TH AVENUE. TURN LEFT AND GO NORTH ON
 AE3035'18TH AVENUE FOR 0.35 KM (0.2 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 AE3035'TURN RIGHT AND GO EAST ON THE ROAD FOR 0.4 KM (0.2 MI) TO A SIDE ROAD
 AE3035'LEFT. TURN LEFT AND GO NORTH ON THE ROAD FOR 0.2 KM (0.1 MI) TO A
 AE3035'GATE. PASS THROUGH THE GATE, THEN TURN RIGHT AND GO EAST FOR 0.2 KM
 AE3035'(0.1 MI), CROSSING AN AIRPLANE PARKING AREA, TO THE TAXIWAY AND THE
 AE3035'0-METER POINT ON THE LEFT.
 AE3035'THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION
 AE3035'BASE LINE TAPING DISK STAMPED ONLY WITH A PUNCH MARK SET IN THE TOP OF
 AE3035'A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE
 AE3035'GROUND. IT IS 30.48 M (100.00 FT) SOUTHWEST OF THE 0-METER POINT, 7.6
 AE3035'M (24.9 FT) NORTH OF THE EDGE OF THE TAXIWAY, AND 6.6 M (21.7 FT)
 AE3035'NORTHEAST OF A BLUE TAXI LIGHT NO. 15.
 AE3035' 
 AE3035'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AE3035'ELEVATIONS ARE FOR CBL USE ONLY. REMEMBER THAT AT AIRPORTS AIRCRAFT
 AE3035'ALWAYS HAVE RIGHT-OF-WAY. INFORM THE AIRPORT MANAGER OF YOUR
 AE3035'ACTIVITIES ON AIRPORT GROUNDS. THE AIRPORT MANAGER IS MR. JERRY L.
 AE3035'SCHULTZ AND MAY BE REACHED AT THE COLUMBUS MUNICIPAL AIRPORT, P.O. BOX
 AE3035'315, COLUMBUS, NE 68601. TELEPHONE (402) 564-7377.
 AE3035' 
 AE3035'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CENTRAL
 AE3035'COMMUNITY COLLEGE - PLATTE CAMPUS. FOR MORE INFORMATION CONTACT MR.
 AE3035'JACK FITCH, NEBRASKA PUBLIC POWER DISTRICT HEADQUARTERS, 1414 EAST
 AE3035'15TH STREET, P.O. BOX 499, COLUMBUS, NE 68601. TELEPHONE (402)
 AE3035'563-5762, OR MR. JERRY ODUM, P.O. BOX 2113, STATION B, LINCOLN, NE
 AE3035'68502. TELEPHONE (402) 479-4379.
 AE3035
 AE3035                          STATION RECOVERY (1997)
 AE3035
 AE3035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AE3035'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3034 ***********************************************************************
 AE3034  DESIGNATION -  COLUMBUS CBL 150
 AE3034  PID         -  AE3034
 AE3034  STATE/COUNTY-  NE/PLATTE
 AE3034  USGS QUAD   -  COLUMBUS (1976)
 AE3034
 AE3034                         *CURRENT SURVEY CONTROL
 AE3034  ___________________________________________________________________
 AE3034* NAD 83(1995)-  41 26 46.04783(N)    097 20 35.14607(W)     ADJUSTED  
 AE3034* NAVD 88     -       439.2    (meters)    1441.     (feet)  GPS OBS   
 AE3034  ___________________________________________________________________
 AE3034  X           -    -611,989.456 (meters)                     COMP
 AE3034  Y           -  -4,748,980.632 (meters)                     COMP
 AE3034  Z           -   4,199,962.911 (meters)                     COMP
 AE3034  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AE3034  ELLIP HEIGHT-         413.89  (meters)          (12/10/01) GPS OBS
 AE3034  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AE3034
 AE3034  HORZ ORDER  -  FIRST
 AE3034  ELLP ORDER  -  FOURTH    CLASS I
 AE3034
 AE3034.The horizontal coordinates were established by GPS observations
 AE3034.and adjusted by the National Geodetic Survey in September 1997..
 AE3034
 AE3034.The orthometric height was determined by GPS observations and a
 AE3034.high-resolution geoid model.
 AE3034
 AE3034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3034
 AE3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3034
 AE3034.The ellipsoidal height was determined by GPS observations
 AE3034.and is referenced to NAD 83.
 AE3034
 AE3034.The geoid height was determined by GEOID03.
 AE3034
 AE3034;                    North         East     Units Scale Factor Converg.
 AE3034;SPC NE       -   182,470.535   721,914.441   MT  0.99965914   +1 45 38.6
 AE3034;UTM  14      - 4,589,607.884   638,406.763   MT  0.99983575   +1 05 48.9
 AE3034
 AE3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3034!SPC NE       -   0.99993508  x   0.99965914  =   0.99959425
 AE3034!UTM  14      -   0.99993508  x   0.99983575  =   0.99977085
 AE3034
 AE3034|---------------------------------------------------------------------|
 AE3034| PID    Reference Object                     Distance      Geod. Az  |
 AE3034|                                                           dddmmss.s |
 AE3034| AB4091 COLUMBUS CBL 0                      149.983 METERS 14950     |
 AE3034|---------------------------------------------------------------------|
 AE3034
 AE3034                          SUPERSEDED SURVEY CONTROL
 AE3034
 AE3034  ELLIP H (09/22/97)  413.94   (m)                       GP(       ) 4 1
 AE3034
 AE3034.Superseded values are not recommended for survey control.
 AE3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3034.See file dsdata.txt to determine how the superseded data were derived.
 AE3034
 AE3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3840789608(NAD 83)
 AE3034_MARKER: DQ = CALIBRATION BASE LINE DISK
 AE3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3034_STAMPING: 150 M 1989
 AE3034_MARK LOGO: NGS   
 AE3034_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3034+STABILITY: SURFACE MOTION
 AE3034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3034+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1997
 AE3034
 AE3034  HISTORY     - Date     Condition        Report By
 AE3034  HISTORY     - 1989     MONUMENTED       NGS
 AE3034  HISTORY     - 19970612 GOOD             NGS
 AE3034
 AE3034                          STATION DESCRIPTION
 AE3034
 AE3034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AE3034'A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASELINE.
 AE3034'REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 AE3034' 
 AE3034'THE BASE LINE IS LOCATED IN COLUMBUS AT THE COLUMBUS MUNICIPAL
 AE3034'AIRPORT. THE BASE LINE LIES ALONG THE SOUTHWEST EDGE OF AND IS
 AE3034'APPROXIMATELY PARALLEL TO THE TAXIWAY LEADING TO RUNWAY NO. 14.
 AE3034' 
 AE3034'THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT ON
 AE3034'THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1100- METER
 AE3034'POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED SOUTHWEST OF
 AE3034'THE 0-METER POINT AT 90 DEGREES TO THE BASE LINE.
 AE3034' 
 AE3034'TO REACH THE BASE LINE FROM THE THE INTERSECTION OF 33RD AVENUE AND
 AE3034'23RD STREET (U.S. HIGHWAY 30 EAST), GO EAST ON 23RD STREET FOR 1.6 KM
 AE3034'(1.0 MI) TO THE INTERSECTION OF 18TH AVENUE. TURN LEFT AND GO NORTH ON
 AE3034'18TH AVENUE FOR 0.35 KM (0.2 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 AE3034'TURN RIGHT AND GO EAST ON THE ROAD FOR 0.4 KM (0.2 MI) TO A SIDE ROAD
 AE3034'LEFT. TURN LEFT AND GO NORTH ON THE ROAD FOR 0.2 KM (0.1 MI) TO A
 AE3034'GATE. PASS THROUGH THE GATE, THEN TURN RIGHT AND GO EAST FOR 0.2 KM
 AE3034'(0.1 MI), CROSSING AN AIRPLANE PARKING AREA, TO THE TAXIWAY AND THE
 AE3034'0-METER POINT ON THE LEFT.
 AE3034' 
 AE3034'TO REACH THE OTHER CBL POINTS, TURN LEFT AND GO NORTHWEST ON THE
 AE3034'TAXIWAY, PASSING THE 150 AND 430-METER POINTS, TO THE END OF THE
 AE3034'TAXIWAY. CURVE RIGHT TO THE END OF THE RUNWAY, THEN TURN LEFT AND GO
 AE3034'NORTH AND WEST ON THE CONCRETE, THEN GRAVEL ROAD FOR 0.3 KM (0.2 MI)
 AE3034'TO THE 1100-METER POINT ON THE LEFT, ABOUT 35 METERS BEFORE REACHING
 AE3034'THE END OF THE ROAD.
 AE3034' 
 AE3034'THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AE3034'STAMPED--150 M 1989--, SET IN THE TOP OF A 28 CM (11 IN) DIAMETER
 AE3034'CONCRETE POST FLUSH WITH THE GROUND. IT IS 9.2 M (30.2 FT) SOUTHWEST
 AE3034'OF THE SOUTHWEST EDGE OF THE TAXIWAY.
 AE3034' 
 AE3034'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AE3034'ELEVATIONS ARE FOR CBL USE ONLY. REMEMBER THAT AT AIRPORTS AIRCRAFT
 AE3034'ALWAYS HAVE RIGHT-OF-WAY. INFORM THE AIRPORT MANAGER OF YOUR
 AE3034'ACTIVITIES ON AIRPORT GROUNDS. THE AIRPORT MANAGER IS MR. JERRY L.
 AE3034'SCHULTZ AND MAY BE REACHED AT THE COLUMBUS MUNICIPAL AIRPORT, P.O. BOX
 AE3034'315, COLUMBUS, NE 68601. TELEPHONE (402) 564-7377.
 AE3034' 
 AE3034'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CENTRAL
 AE3034'COMMUNITY COLLEGE - PLATTE CAMPUS. FOR MORE INFORMATION CONTACT MR.
 AE3034'JACK FITCH, NEBRASKA PUBLIC POWER DISTRICT HEADQUARTERS, 1414 EAST
 AE3034'15TH STREET, P.O. BOX 499, COLUMBUS, NE 68601. TELEPHONE (402)
 AE3034'563-5762, OR MR. JERRY ODUM, P.O. BOX 2113, STATION B, LINCOLN, NE
 AE3034'68502. TELEPHONE (402) 479-4379.
 AE3034
 AE3034                          STATION RECOVERY (1997)
 AE3034
 AE3034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AE3034'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4151 ***********************************************************************
 AB4151  SACS        -  This is a Secondary Airport Control Station.
 AB4151  DESIGNATION -  COLUMBUS CBL 430
 AB4151  PID         -  AB4151
 AB4151  STATE/COUNTY-  NE/PLATTE
 AB4151  USGS QUAD   -  COLUMBUS (1976)
 AB4151
 AB4151                         *CURRENT SURVEY CONTROL
 AB4151  ___________________________________________________________________
 AB4151* NAD 83(1995)-  41 26 53.89445(N)    097 20 41.20640(W)     ADJUSTED  
 AB4151* NAVD 88     -       439.69   (meters)    1442.5    (feet)  GPS OBS   
 AB4151  ___________________________________________________________________
 AB4151  X           -    -612,108.547 (meters)                     COMP
 AB4151  Y           -  -4,748,804.074 (meters)                     COMP
 AB4151  Z           -   4,200,144.691 (meters)                     COMP
 AB4151  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AB4151  ELLIP HEIGHT-         414.37  (meters)          (12/10/01) GPS OBS
 AB4151  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AB4151
 AB4151  HORZ ORDER  -  FIRST
 AB4151  ELLP ORDER  -  FOURTH    CLASS I
 AB4151
 AB4151.This mark is at Columbus Municipal Airport (OLU)
 AB4151
 AB4151.The horizontal coordinates were established by GPS observations
 AB4151.and adjusted by the National Geodetic Survey in September 1997..
 AB4151
 AB4151.The orthometric height was determined by GPS observations and a
 AB4151.high-resolution geoid model.
 AB4151
 AB4151.GPS derived orthometric heights for airport stations designated as
 AB4151.PACS or SACS are published to 2 decimal places.  This maintains
 AB4151.centimeter relative accuracy between the PACS and SACS.  It does
 AB4151.not indicate centimeter accuracy relative to other marks which are
 AB4151.part of the NAVD 88 network.
 AB4151
 AB4151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4151
 AB4151.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4151
 AB4151.The ellipsoidal height was determined by GPS observations
 AB4151.and is referenced to NAD 83.
 AB4151
 AB4151.The geoid height was determined by GEOID03.
 AB4151
 AB4151;                    North         East     Units Scale Factor Converg.
 AB4151;SPC NE       -   182,708.093   721,766.449   MT  0.99965910   +1 45 34.6
 AB4151;UTM  14      - 4,589,847.183   638,261.507   MT  0.99983526   +1 05 45.0
 AB4151
 AB4151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4151!SPC NE       -   0.99993501  x   0.99965910  =   0.99959413
 AB4151!UTM  14      -   0.99993501  x   0.99983526  =   0.99977028
 AB4151
 AB4151:                Primary Azimuth Mark                     Grid Az
 AB4151:SPC NE       -  COLUMBUS CBL 0                           148 04 34.9
 AB4151:UTM  14      -  COLUMBUS CBL 0                           148 44 24.5
 AB4151
 AB4151|---------------------------------------------------------------------|
 AB4151| PID    Reference Object                     Distance      Geod. Az  |
 AB4151|                                                           dddmmss.s |
 AB4151| AB4091 COLUMBUS CBL 0                      429.963 METERS 1495009.5 |
 AB4151|---------------------------------------------------------------------|
 AB4151
 AB4151                          SUPERSEDED SURVEY CONTROL
 AB4151
 AB4151  ELLIP H (09/22/97)  414.42   (m)                       GP(       ) 4 1
 AB4151
 AB4151.Superseded values are not recommended for survey control.
 AB4151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4151.See file dsdata.txt to determine how the superseded data were derived.
 AB4151
 AB4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3826289847(NAD 83)
 AB4151_MARKER: DQ = CALIBRATION BASE LINE DISK
 AB4151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4151_STAMPING: 430 M 1989
 AB4151_MARK LOGO: NGS   
 AB4151_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4151+STABILITY: SURFACE MOTION
 AB4151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4151+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1997
 AB4151
 AB4151  HISTORY     - Date     Condition        Report By
 AB4151  HISTORY     - 1989     MONUMENTED       NGS
 AB4151  HISTORY     - 19950602 GOOD             NGS
 AB4151  HISTORY     - 19970612 GOOD             NGS
 AB4151
 AB4151                          STATION DESCRIPTION
 AB4151
 AB4151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AB4151'A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASELINE.
 AB4151'REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 AB4151' 
 AB4151'THE BASE LINE IS LOCATED IN COLUMBUS AT THE COLUMBUS MUNICIPAL
 AB4151'AIRPORT. THE BASE LINE LIES ALONG THE SOUTHWEST EDGE OF AND IS
 AB4151'APPROXIMATELY PARALLEL TO THE TAXIWAY LEADING TO RUNWAY NO. 14.
 AB4151' 
 AB4151'THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT ON
 AB4151'THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1100- METER
 AB4151'POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED SOUTHWEST OF
 AB4151'THE 0-METER POINT AT 90 DEGREES TO THE BASE LINE.
 AB4151' 
 AB4151'TO REACH THE BASE LINE FROM THE THE INTERSECTION OF 33RD AVENUE AND
 AB4151'23RD STREET (U.S. HIGHWAY 30 EAST), GO EAST ON 23RD STREET FOR 1.6 KM
 AB4151'(1.0 MI) TO THE INTERSECTION OF 18TH AVENUE. TURN LEFT AND GO NORTH ON
 AB4151'18TH AVENUE FOR 0.35 KM (0.2 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 AB4151'TURN RIGHT AND GO EAST ON THE ROAD FOR 0.4 KM (0.2 MI) TO A SIDE ROAD
 AB4151'LEFT. TURN LEFT AND GO NORTH ON THE ROAD FOR 0.2 KM (0.1 MI) TO A
 AB4151'GATE. PASS THROUGH THE GATE, THEN TURN RIGHT AND GO EAST FOR 0.2 KM
 AB4151'(0.1 MI), CROSSING AN AIRPLANE PARKING AREA, TO THE TAXIWAY AND THE
 AB4151'0-METER POINT ON THE LEFT.
 AB4151' 
 AB4151'TO REACH THE OTHER CBL POINTS, TURN LEFT AND GO NORTHWEST ON THE
 AB4151'TAXIWAY, PASSING THE 150 AND 430-METER POINTS, TO THE END OF THE
 AB4151'TAXIWAY. CURVE RIGHT TO THE END OF THE RUNWAY, THEN TURN LEFT AND GO
 AB4151'NORTH AND WEST ON THE CONCRETE, THEN GRAVEL ROAD FOR 0.3 KM (0.2 MI)
 AB4151'TO THE 1100-METER POINT ON THE LEFT, ABOUT 35 METERS BEFORE REACHING
 AB4151'THE END OF THE ROAD.
 AB4151' 
 AB4151'THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AB4151'STAMPED--430 M 1989--, SET IN THE TOP OF A 28 CM (11 IN) DIAMETER
 AB4151'CONCRETE POST PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND.
 AB4151'IT IS 9.1 M (29.9 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE TAXIWAY,
 AB4151'6.0 M (19.7 FT) SOUTHWEST OF A BLUE TAXI LIGHT NO. 131, AND AT A TURN
 AB4151'OFF TO AND FROM THE MAIN RUNWAY.
 AB4151' 
 AB4151'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AB4151'ELEVATIONS ARE FOR CBL USE ONLY. REMEMBER THAT AT AIRPORTS AIRCRAFT
 AB4151'ALWAYS HAVE RIGHT-OF-WAY. INFORM THE AIRPORT MANAGER OF YOUR
 AB4151'ACTIVITIES ON AIRPORT GROUNDS. THE AIRPORT MANAGER IS MR. JERRY L.
 AB4151'SCHULTZ AND MAY BE REACHED AT THE COLUMBUS MUNICIPAL AIRPORT, P.O. BOX
 AB4151'315, COLUMBUS, NE 68601. TELEPHONE (402) 564-7377.
 AB4151' 
 AB4151'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CENTRAL
 AB4151'COMMUNITY COLLEGE - PLATTE CAMPUS. FOR MORE INFORMATION CONTACT MR.
 AB4151'JACK FITCH, NEBRASKA PUBLIC POWER DISTRICT HEADQUARTERS, 1414 EAST
 AB4151'15TH STREET, P.O. BOX 499, COLUMBUS, NE 68601. TELEPHONE (402)
 AB4151'563-5762, OR MR. JERRY ODUM, P.O. BOX 2113, STATION B, LINCOLN, NE
 AB4151'68502. TELEPHONE (402) 479-4379.
 AB4151
 AB4151                          STATION RECOVERY (1995)
 AB4151
 AB4151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4151'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF PLATTE
 AB4151'CENTER, 1.8 MI (2.9 KM) NORTHWEST OF COLUMBUS, ON THE COLUMBUS
 AB4151'MUNICIPAL AIRPORT AND IN LINE WITH THE EXTENDED CENTER OF A CONNECTOR
 AB4151'TAXIWAY AND A ROAD LEADING TO A VOR.  OWNERSHIP--COLUMBUS AIRPORT
 AB4151'AUTHORITY, PO BOX 315, COLUMBUS NE 68601.  AIRPORT MANAGER IS JERRY
 AB4151'SCHULTZ, PHONE (402) 564-7043.  TO REACH THE STATION FROM THE JUNCTION
 AB4151'OF U.S. HIGHWAYS 30 AND 81 IN NORTHWEST COLUMBUS, GO EAST ON U.S.
 AB4151'HIGHWAY 30 FOR 1.0 MI (1.6 KM) TO AN INTERSECTION, TURN LEFT AND GO
 AB4151'NORTH ON 18TH STREET FOR 0.2 MI (0.3 KM) TO A PAVED ROAD RIGHT, TURN
 AB4151'RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.25 MI (0.40 KM)
 AB4151'TO A SLIGHT CURVE LEFT AND A PAVED ROAD LEFT, TURN LEFT AND GO NORTH
 AB4151'ON THE PAVED ROAD FOR 0.1 MI (0.2 KM) TO A GATE AHEAD, PASS THROUGH
 AB4151'GATE, TURN RIGHT AND GO NORTHEAST ON A TAXIWAY (CROSSING THE APRON)
 AB4151'FOR 0.15 MI (0.24 KM) TO A TAXIWAY INTERSECTION, TURN LEFT AND GO
 AB4151'NORTHWEST ON THE PARALLEL TAXIWAY FOR 0.25 MI (0.40 KM) TO A CONNECTOR
 AB4151'TAXIWAY AND A ROAD LEADING TO A VOR ON THE RIGHT AND THE STATION ON
 AB4151'THE LEFT.  THE STATION IS 102.5 FT (31.2 M) SOUTH-SOUTHEAST OF THE
 AB4151'FIRST TAXIWAY LIGHT (130) NORTHWEST OF THE CONNECTOR TAXIWAY, 101.8 FT
 AB4151'(31.0 M) WEST-NORTHWEST OF THE FIRST TAXIWAY LIGHT (132) SOUTHEAST OF
 AB4151'THE CONNECTOR TAXIWAY, 55.0 FT (16.8 M) SOUTHWEST OF THE PARALLEL
 AB4151'TAXIWAY CENTER AND 20.4 FT (6.2 M) SOUTHWEST OF TAXIWAY LIGHT (131).
 AB4151'THIS STATION TO BE USED AS SACS.
 AB4151
 AB4151                          STATION RECOVERY (1997)
 AB4151
 AB4151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4151'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1232 ***********************************************************************
 MK1232  DESIGNATION -  COLUMBUS MAGNETIC STA
 MK1232  PID         -  MK1232
 MK1232  STATE/COUNTY-  NE/PLATTE
 MK1232  USGS QUAD   -  COLUMBUS (1976)
 MK1232
 MK1232                         *CURRENT SURVEY CONTROL
 MK1232  ___________________________________________________________________
 MK1232* NAD 83(1995)-  41 25 38.98876(N)    097 20 24.25772(W)     ADJUSTED  
 MK1232* NAVD 88     -       438.667  (meters)    1439.19   (feet)  ADJUSTED  
 MK1232  ___________________________________________________________________
 MK1232  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 MK1232  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 MK1232  DYNAMIC HT  -         438.475 (meters)    1438.56  (feet)  COMP
 MK1232  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 MK1232
 MK1232  HORZ ORDER  -  SECOND
 MK1232  VERT ORDER  -  FIRST     CLASS II
 MK1232
 MK1232.The horizontal coordinates were established by classical geodetic methods
 MK1232.and adjusted by the National Geodetic Survey in August 1997..
 MK1232
 MK1232.The orthometric height was determined by differential leveling
 MK1232.and adjusted by the National Geodetic Survey in June 1991..
 MK1232
 MK1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1232
 MK1232.The geoid height was determined by GEOID03.
 MK1232
 MK1232.The dynamic height is computed by dividing the NAVD 88
 MK1232.geopotential number by the normal gravity value computed on the
 MK1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1232.degrees latitude (g = 980.6199 gals.).
 MK1232
 MK1232.The modeled gravity was interpolated from observed gravity values.
 MK1232
 MK1232;                    North         East     Units Scale Factor Converg.
 MK1232;SPC NE       -   180,411.170   722,230.598   MT  0.99965953   +1 45 45.8
 MK1232;UTM  14      - 4,587,544.628   638,699.085   MT  0.99983675   +1 05 54.6
 MK1232
 MK1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1232!SPC NE       -   0.99993518  x   0.99965953  =   0.99959473
 MK1232!UTM  14      -   0.99993518  x   0.99983675  =   0.99977194
 MK1232
 MK1232                          SUPERSEDED SURVEY CONTROL
 MK1232
 MK1232  NAD 83(1986)-  41 25 38.99648(N)    097 20 24.26107(W) AD(       ) 2
 MK1232  NAD 27      -  41 25 38.95200(N)    097 20 23.11600(W) AD(       ) 2
 MK1232  NGVD 29 (??/??/92)  438.474  (m)         1438.56   (f) ADJ UNCH    1 2
 MK1232
 MK1232.Superseded values are not recommended for survey control.
 MK1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1232.See file dsdata.txt to determine how the superseded data were derived.
 MK1232
 MK1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3869987545(NAD 83)
 MK1232_MARKER: DB = BENCH MARK DISK
 MK1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1232_SP_SET: STONE
 MK1232_MARK LOGO: CGS   
 MK1232_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1232+STABILITY: SURFACE MOTION
 MK1232
 MK1232  HISTORY     - Date     Condition        Report By
 MK1232  HISTORY     - 1935     MONUMENTED       CGS
 MK1232  HISTORY     - 1940     GOOD             CGS
 MK1232  HISTORY     - 1950     GOOD             NGS
 MK1232  HISTORY     - 19971130 GOOD             LOCSUR
 MK1232  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 MK1232
 MK1232                          STATION DESCRIPTION
 MK1232
 MK1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1232'STATION IS LOCATED IN THE COLUMBUS CEMETERY, ABOUT 1 MILE
 MK1232'EAST AND 0.25 MILE SOUTH OF THE CENTER OF TOWN, 218.5 FEET
 MK1232'WEST OF THE NORTHWEST-SOUTHEAST WIRE FENCE, 165.0 FEET
 MK1232'SOUTHWEST OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD
 MK1232'TRACK, 38.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 MK1232'OPPLIGER MONUMENT, 6.9 FEET SOUTHEAST FROM THE SOUTHWEST
 MK1232'CORNER OF THE EARNEST HARMS (FLAT-TOPPED) MONUMENT, 4.2 FEET
 MK1232'SOUTHWEST OF THE SOUTHEAST CORNER AND 3.0 FEET SOUTH OF THE
 MK1232'CURB EAST OF THE ABOVE MONUMENT.  THE STATION IS MARKED BY A
 MK1232'DRILL HOLE IN THE CENTER OF A 6- BY 6-INCH LIMESTONE POST,
 MK1232'COVERED BY 1 OR 2 INCHES OF SOD, AND LETTERED U S C AND G S
 MK1232'1909.  RECOVERED IN EXCELLENT CONDITION.  A TIE WAS MADE
 MK1232'FROM TRIANGULATION STATION RAIL, WHICH IS 170.447
 MK1232'METERS (559.19 FEET) NORTHWEST, AT THE NORTHWEST CORNER OF THE
 MK1232'CEMETERY.  DISTANCE MEASURED WITH A 30-METER (100-FOOT) TAPE
 MK1232'SUPPORTED AT THREE PLACES.
 MK1232'
 MK1232'REACHED FROM THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE
 MK1232'IN COLUMBUS BY GOING EAST ON EAST FOURTEENTH STREET FOR 14
 MK1232'BLOCKS (0.9 MILE), TURN RIGHT (SOUTH) ACROSS TRACKS AND TO
 MK1232'STATION, ABOUT 575 FEET SOUTHEAST.
 MK1232
 MK1232                          STATION RECOVERY (1940)
 MK1232
 MK1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 MK1232'STATION IS LOCATED IN THE COLUMBUS CEMETERY, ABOUT 1.0 MILES
 MK1232'EAST AND 0.25 MILE SOUTH OF THE CENTER OF COLUMBUS.
 MK1232'
 MK1232'TO REACH FROM THE POST OFFICE, PROCEED EAST ON FOURTEENTH
 MK1232'STREET, TURN RIGHT (SOUTH) ONTO TWELFTH AVENUE, GO ACROSS
 MK1232'UNION PACIFIC AND CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK1232'TRACKS TO CEMETERY AND STATION.
 MK1232'
 MK1232'STATION IS ON NORTH SIDE OF CEMETERY, 490 FEET EAST OF
 MK1232'CENTERLINE OF TWELFTH AVENUE, 160 FEET SOUTHWEST OF CENTERLINE OF
 MK1232'CHICAGO AND BURLINGTON AND QUINCY RAILROAD, 129 FEET NORTH OF
 MK1232'CENTERLINE OF NORTH CURB OF NORTH DRIVE THROUGH CEMETERY, 12.4
 MK1232'FEET NORTHWEST OF THE JOHN BOOTH MONUMENT, 10.6 FEET SOUTHEAST
 MK1232'OF THE JORDAN ANDREEFT MONUMENT, IN THE NORTH-SOUTH LINE
 MK1232'OF LOT MARKERS, A 6- BY 6-INCH CUT STONE MONUMENT SET 0.2
 MK1232'FOOT BELOW SURFACE OF GROUND WITH DRILL HOLE IN CENTER.
 MK1232'MONUMENT LETTERED, U S C AND G S 1909.
 MK1232'
 MK1232'A TIE EXISTS BETEWEEN THIS STATION AND STATION RAIL.
 MK1232'
 MK1232'NO WOODEN POST SET, LOCATION PROHIBITS IT.
 MK1232
 MK1232                          STATION RECOVERY (1950)
 MK1232
 MK1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK1232'0.9 MI E FROM COLUMBUS.
 MK1232'0.9 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1232'AT COLUMBUS, AT THE COLUMBUS CEMETERY, 559.2 FEET SOUTHEAST OF
 MK1232'TRIANGULATION STATION RAIL 1935, 490 FEET EAST OF THE CENTER
 MK1232'LINE OF 12TH AVENUE, 160 FEET SOUTHWEST OF THE CENTER LINE OF
 MK1232'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 129 FEET NORTH OF
 MK1232'THE NORTH CURB OF THE NORTH DRIVEWAY THROUGH THE CEMETERY, 6.9
 MK1232'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE EARNEST HARMS
 MK1232'MONUMENT, 0.2 FOOT BELOW THE TOP OF THE GROUND, A SQUARE HOLE IN
 MK1232'THE TOP OF A STONE POST ON WHICH IS CUT USC AND GS 1909.
 MK1232
 MK1232                          STATION RECOVERY (1997)
 MK1232
 MK1232'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 MK1232'STATION IS LOCATED IN THE COLUMBUS CEMETERY WHICH IS SITUATED IN THE
 MK1232'SOUTHEASTERN PART OF THE CITY.  THE MAIN ENTRANCE TO THE CEMETERY
 MK1232'BEING AT THE INTERSECTION OF 11TH STREET AND 12TH AVENUE.  STATION IS
 MK1232'7.5 FEET (2.3 M) EAST-SOUTHEAST FROM THE EAST FACE OF AN 18 INCH
 MK1232'DIAMETER HACKBERRY TREE, 2 FEET (0.6 M) SOUTH FROM A ROW OF HACKBERRY
 MK1232'TREES IN AN EAST-WEST LINE, 3 FEET (0.9 M) NORTH OF A ROW OF HAND
 MK1232'OPERATED WASTER HYDRANTS IN AN EAST-WEST LINE, 129 FEET (39.3 M) NORTH
 MK1232'OF THE NORTH CURB OF AN EAST-WEST LINE, 129 FEET (39.3 M) NORTH OF THE
 MK1232'NORTH CURB OF AN EAST-WEST CEMETERY DRIVE, 10.3 FEET (3.1 M) SOUTHEAST
 MK1232'OF THE BOTTOM OF THE SOUTHEAST CORNER OF THE JORDAN ANDREEFF TOMBSTONE
 MK1232'WHICH IS GRAY IN COLOR, 12.0 FEET (3.7 M) NORTHWEST OF THE BOTTOM OF
 MK1232'THE NORTHWEST CORNER OF THE JOHN BOOTH TOMBSTONE WHICH IS GRAY IN
 MK1232'COLOR, 1.8 FEET (0.5 M) SOUTHWEST OF THE BOTTOM OF THE SOUTHWEST
 MK1232'CORNER OF THE EVELYN MARX TOMBSTONE WHICH IS MADE OF CONCRETE, 109.5
 MK1232'FEET (33.4 M) SOUTHWEST AND PERPENDICULASR FROM A WOVEN WIRE FENCE
 MK1232'RUNNING SOUTHEAST-NORTHWEST (FORMER CB AND Q RAILROAD ROW FENCE) , 98
 MK1232'FEET (29.9 M) SOUTHWEST AND PERPENDICULAR FROM THE SOUTHERLY EDGE OF A
 MK1232'DRIVE RUNNING PARALLEL TO THE WOVEN WIRE FENCE.  STATION IS 0.2 FEET
 MK1232'(6.1 CM) BELOW THE GRASS SURFACE AND IS A LIMESTONE 6 INCHES SQUARE
 MK1232'WITH A DRILL HOLE IN THE CENTER SURROUNDED BY THE LETTERS USCGS 1909.
 MK1232'THE LAST 9 OF THE YEAR IS CHIPPED OFF. TO REACH FROM THE MAIN ENTRANCE
 MK1232'AT 11TH STREET AND 12TH AVENUE, GO EAST INTO THE CEMETERY AND FOLLOW
 MK1232'THE NORTHERLY EAST-WEST DRIVE FOR APPROXIMATELY 490 FEET (149.4 M)
 MK1232'FROM THE CENTERLINE OF 12TH AVENUE, THEN FROM THE NORTH CURB OF THE
 MK1232'DRIVE GO NORTH 129 FEET (39.3 M) TO THE STATION.
 MK1232
 MK1232                          STATION RECOVERY (2004)
 MK1232
 MK1232'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1232'STATION NOT FOUND. VICINITY LOCATED. MARK SEARCHED FOR AT LENGTH.
 MK1232'COULD NOT DETERMINE SPECIFIC SITE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1898 ***********************************************************************
 MK1898  DESIGNATION -  COLUMBUS MUNICIPAL TANK
 MK1898  PID         -  MK1898
 MK1898  STATE/COUNTY-  NE/PLATTE
 MK1898  USGS QUAD   -  COLUMBUS (1976)
 MK1898
 MK1898                         *CURRENT SURVEY CONTROL
 MK1898  ___________________________________________________________________
 MK1898* NAD 83(1995)-  41 25 37.20791(N)    097 21 41.52453(W)     ADJUSTED  
 MK1898* NAVD 88     -                                                        
 MK1898  ___________________________________________________________________
 MK1898  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 MK1898  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 MK1898
 MK1898  HORZ ORDER  -  THIRD
 MK1898
 MK1898.The horizontal coordinates were established by classical geodetic methods
 MK1898.and adjusted by the National Geodetic Survey in August 1997..
 MK1898
 MK1898
 MK1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1898
 MK1898.The geoid height was determined by GEOID03.
 MK1898
 MK1898;                    North         East     Units Scale Factor Converg.
 MK1898;SPC NE       -   180,301.329   720,439.651   MT  0.99965954   +1 44 54.6
 MK1898;UTM  14      - 4,587,455.540   636,906.672   MT  0.99983067   +1 05 03.4
 MK1898
 MK1898                          SUPERSEDED SURVEY CONTROL
 MK1898
 MK1898  NAD 83(1986)-  41 25 37.21512(N)    097 21 41.52856(W) AD(       ) 4
 MK1898  NAD 27      -  41 25 37.19200(N)    097 21 40.37700(W) AD(       ) 3
 MK1898
 MK1898.Superseded values are not recommended for survey control.
 MK1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1898.See file dsdata.txt to determine how the superseded data were derived.
 MK1898
 MK1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3690787456(NAD 83)
 MK1898_MARKER: 53 = ELEVATED TANK
 MK1898
 MK1898  HISTORY     - Date     Condition        Report By
 MK1898  HISTORY     - 1930     FIRST OBSERVED   CGS
 MK1898  HISTORY     - 1935     GOOD             CGS
 MK1898  HISTORY     - 1935     GOOD             NEGS
 MK1898  HISTORY     - 1969     GOOD             CGS
 MK1898  HISTORY     - 1972     GOOD             NGS
 MK1898  HISTORY     - 1976     GOOD             NGS
 MK1898  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 MK1898
 MK1898                          STATION DESCRIPTION
 MK1898
 MK1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1898'POINT OBSERVED UPON IS THE FINIAL ATOP THE 125-FOOT BLACK STEEL
 MK1898'MUNICIPAL WATER TANK LOCATED ABOUT 200 FEET NORTH OF TENTH STREET
 MK1898'BETWEEN TWENTY-SEVENTH AND TWENTY-EIGHTH AVENUES, IN THE SOUTH
 MK1898'CENTRAL PART OF COLUMBUS.  THIS POINT MAY HAVE BEEN LOCATED IN
 MK1898'1930 BY H.W. HEMPLE.
 MK1898'
 MK1898'OBSERVED UPON FROM STATIONS LINWOOD, CURTIS, COLUMBUS, RAIL, AND
 MK1898'MONROE.
 MK1898
 MK1898                          STATION RECOVERY (1935)
 MK1898
 MK1898'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK1898'THIS SECONDARY POINT IS THE SAME AS IT WAS IN 1930.
 MK1898
 MK1898                          STATION RECOVERY (1969)
 MK1898
 MK1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 MK1898'STATION RECOVERED IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 MK1898'
 MK1898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--COLUMBUS
 MK1898
 MK1898                          STATION RECOVERY (1972)
 MK1898
 MK1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 MK1898'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION EXCEPT THAT
 MK1898'THE TANK IS NOW PAINTED SILVER.
 MK1898'
 MK1898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COLUMBUS
 MK1898
 MK1898                          STATION RECOVERY (1976)
 MK1898
 MK1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 MK1898'RECOVERED AS DESCRIBED BY E. PURSEL, JR. IN 1972.
 MK1898'
 MK1898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COLUMBUS.
 MK1898
 MK1898                          STATION RECOVERY (2004)
 MK1898
 MK1898'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1898'STATION NOT FOUND. SITE LOCATED. TANK NO LONGER EXISTS. SITE IS NORTH
 MK1898'OF 10TH STREET, EAST OF 28TH STREET, AND IN THE WESTERN HALF OF THE
 MK1898'BLOCK.  ACCORDING TO CITY OF COLUMBUS EMPLOYEE MIKE OGLEVIE, THE TANK
 MK1898'WAS TORN DOWN IN 2003 AND A NEW WATER TANK BUILT ELSEWHERE.  A NEW
 MK1898'BLUE BUILDING NOW OCCUPIES THE SITE OF THE TANK. THIS STATION SHOULD
 MK1898'BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1896 ***********************************************************************
 MK1896  DESIGNATION -  COLUMBUS NW PWR LT CO SMOKESTK
 MK1896  PID         -  MK1896
 MK1896  STATE/COUNTY-  NE/PLATTE
 MK1896  USGS QUAD   -  COLUMBUS (1976)
 MK1896
 MK1896                         *CURRENT SURVEY CONTROL
 MK1896  ___________________________________________________________________
 MK1896* NAD 83(1995)-  41 25 37.22185(N)    097 21 40.77937(W)     ADJUSTED  
 MK1896* NAVD 88     -                                                        
 MK1896  ___________________________________________________________________
 MK1896  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 MK1896  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 MK1896
 MK1896  HORZ ORDER  -  THIRD
 MK1896
 MK1896.The horizontal coordinates were established by classical geodetic methods
 MK1896.and adjusted by the National Geodetic Survey in August 1997..
 MK1896
 MK1896
 MK1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1896
 MK1896.The geoid height was determined by GEOID03.
 MK1896
 MK1896;                    North         East     Units Scale Factor Converg.
 MK1896;SPC NE       -   180,302.286   720,456.926   MT  0.99965954   +1 44 55.1
 MK1896;UTM  14      - 4,587,456.297   636,923.960   MT  0.99983073   +1 05 03.9
 MK1896
 MK1896                          SUPERSEDED SURVEY CONTROL
 MK1896
 MK1896  NAD 83(1986)-  41 25 37.23307(N)    097 21 40.78266(W) AD(       ) 4
 MK1896  NAD 27      -  41 25 37.18800(N)    097 21 39.63300(W) AD(       ) 3
 MK1896
 MK1896.Superseded values are not recommended for survey control.
 MK1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1896.See file dsdata.txt to determine how the superseded data were derived.
 MK1896
 MK1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3692487456(NAD 83)
 MK1896_MARKER: 63 = STACK
 MK1896
 MK1896  HISTORY     - Date     Condition        Report By
 MK1896  HISTORY     - 1930     FIRST OBSERVED   CGS
 MK1896  HISTORY     - 1935     GOOD             NEGS
 MK1896  HISTORY     - 20040809 GOOD             USPSQD
 MK1896
 MK1896                          STATION DESCRIPTION
 MK1896
 MK1896'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1935
 MK1896'THIS POINT IS THE SAME AS IN 1930 AND IS STILL USABLE AS AN
 MK1896'AZIMUTH MARK.
 MK1896
 MK1896                          STATION RECOVERY (2004)
 MK1896
 MK1896'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1896'STATION FOUND GOOD. THE SMOKE STACK THAT WAS OWNED BY THE CITY OF
 MK1896'COLUMBUS, STILL REMAINS, BUT IT IS NOW OWNED BY ELLER HEATING AND AIR
 MK1896'CONDITIONING, INC. AT 2703 - 11TH STREET IN COLUMBUS. THE CONCRETE
 MK1896'STACK IS SOUTH OF 11TH STREET, EAST OF 28TH AVENUE, AND IS 75 FEET
 MK1896'TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1894 ***********************************************************************
 MK1894  DESIGNATION -  COLUMBUS ST ANTHONY CATH CH
 MK1894  PID         -  MK1894
 MK1894  STATE/COUNTY-  NE/PLATTE
 MK1894  USGS QUAD   -  COLUMBUS (1976)
 MK1894
 MK1894                         *CURRENT SURVEY CONTROL
 MK1894  ___________________________________________________________________
 MK1894* NAD 83(1995)-  41 25 18.53736(N)    097 20 55.17951(W)     ADJUSTED  
 MK1894* NAVD 88     -                                                        
 MK1894  ___________________________________________________________________
 MK1894  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 MK1894  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 MK1894
 MK1894  HORZ ORDER  -  THIRD
 MK1894
 MK1894.The horizontal coordinates were established by classical geodetic methods
 MK1894.and adjusted by the National Geodetic Survey in August 1997..
 MK1894
 MK1894
 MK1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1894
 MK1894.The geoid height was determined by GEOID03.
 MK1894
 MK1894;                    North         East     Units Scale Factor Converg.
 MK1894;SPC NE       -   179,758.701   721,532.540   MT  0.99965967   +1 45 25.3
 MK1894;UTM  14      - 4,586,900.183   637,993.385   MT  0.99983435   +1 05 33.7
 MK1894
 MK1894                          SUPERSEDED SURVEY CONTROL
 MK1894
 MK1894  NAD 83(1986)-  41 25 18.54496(N)    097 20 55.18257(W) AD(       ) 4
 MK1894  NAD 27      -  41 25 18.49900(N)    097 20 54.03800(W) AD(       ) 3
 MK1894
 MK1894.Superseded values are not recommended for survey control.
 MK1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1894.See file dsdata.txt to determine how the superseded data were derived.
 MK1894
 MK1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3799386900(NAD 83)
 MK1894_MARKER: 91 = CHURCH CROSS
 MK1894
 MK1894  HISTORY     - Date     Condition        Report By
 MK1894  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1894  HISTORY     - 1976     GOOD             NGS
 MK1894  HISTORY     - 20040809 GOOD             USPSQD
 MK1894
 MK1894                          STATION DESCRIPTION
 MK1894
 MK1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1894'POINT OBSERVED UPON IS THE TIP OF THE CROSS ATOP THE 100-FOOT
 MK1894'SPIRE OF THE ST. ANTHONY CATHOLIC CHURCH AT THE CORNER OF SIXTH
 MK1894'STREET AND SEVENTEENTH AVENUE, IN THE SOUTHEAST PART OF COLUMBUS.
 MK1894'THE CHURCH IS A RED BRICK BUILDING.
 MK1894'
 MK1894'OBSERVED UPON FROM STATIONS RAIL, COLUMBUS, MONROE, AND CURTIS.
 MK1894
 MK1894                          STATION RECOVERY (1976)
 MK1894
 MK1894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 MK1894'RECOVERED AS DESCRIBED.
 MK1894'
 MK1894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COLUMBUS.
 MK1894
 MK1894                          STATION RECOVERY (2004)
 MK1894
 MK1894'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1899 ***********************************************************************
 MK1899  DESIGNATION -  COLUMBUS ST BONAVENTURE CH
 MK1899  PID         -  MK1899
 MK1899  STATE/COUNTY-  NE/PLATTE
 MK1899  USGS QUAD   -  COLUMBUS (1976)
 MK1899
 MK1899                         *CURRENT SURVEY CONTROL
 MK1899  ___________________________________________________________________
 MK1899* NAD 83(1995)-  41 25 54.27730(N)    097 20 54.95580(W)     ADJUSTED  
 MK1899* NAVD 88     -                                                        
 MK1899  ___________________________________________________________________
 MK1899  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 MK1899  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 MK1899
 MK1899  HORZ ORDER  -  THIRD
 MK1899
 MK1899.The horizontal coordinates were established by classical geodetic methods
 MK1899.and adjusted by the National Geodetic Survey in August 1997..
 MK1899
 MK1899
 MK1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1899
 MK1899.The geoid height was determined by GEOID03.
 MK1899
 MK1899;                    North         East     Units Scale Factor Converg.
 MK1899;SPC NE       -   180,860.566   721,503.934   MT  0.99965943   +1 45 25.5
 MK1899;UTM  14      - 4,588,002.497   637,977.552   MT  0.99983429   +1 05 34.6
 MK1899
 MK1899                          SUPERSEDED SURVEY CONTROL
 MK1899
 MK1899  NAD 83(1986)-  41 25 54.28501(N)    097 20 54.95929(W) AD(       ) 4
 MK1899  NAD 27      -  41 25 54.24100(N)    097 20 53.81500(W) AD(       ) 3
 MK1899
 MK1899.Superseded values are not recommended for survey control.
 MK1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1899.See file dsdata.txt to determine how the superseded data were derived.
 MK1899
 MK1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3797888002(NAD 83)
 MK1899_MARKER: 91 = CHURCH CROSS
 MK1899
 MK1899  HISTORY     - Date     Condition        Report By
 MK1899  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1899  HISTORY     - 1969     GOOD             CGS
 MK1899  HISTORY     - 1976     GOOD             NGS
 MK1899  HISTORY     - 20040809 GOOD             USPSQD
 MK1899
 MK1899                          STATION DESCRIPTION
 MK1899
 MK1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1899'POINT OBSERVED UPON IS THE TIP OF THE CROSS ATOP THE 110-FOOT
 MK1899'SPIRE OF THE ST. BONAVENTURE CATHOLIC CHURCH, LOCATED ON
 MK1899'EIGHTEENTH AVENUE BETWEEN EIGHTEENTH AND NINETEENTH STREETS, IN
 MK1899'THE NORTHEAST PART OF COLUMBUS.  THE CHURCH IS A RED BRICK
 MK1899'BUILDING.
 MK1899'
 MK1899'OBSERVED UPON FROM STATIONS RAIL, COLUMBUS, MONROE, AND CURTIS.
 MK1899
 MK1899                          STATION RECOVERY (1969)
 MK1899
 MK1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 MK1899'POINT OBSERVED IS THE TIP OF THE CROSS ATOP THE 110-FOOT SPIRE
 MK1899'OF THE ST. BONAVENTURE CATHOLIC CHURCH, LOCATED ON EIGHTEENTH
 MK1899'AVENUE BETWEEN FIFTEENTH AND SIXTEENTH STREETS IN THE NORTHEAST
 MK1899'PART OF COLUMBUS.  THE CHURCH IS A RED BRICK BUILDING.
 MK1899'
 MK1899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--COLUMBUS
 MK1899
 MK1899                          STATION RECOVERY (1976)
 MK1899
 MK1899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 MK1899'RECOVERED AS DESCRIBED.
 MK1899'
 MK1899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COLUMBUS.
 MK1899
 MK1899                          STATION RECOVERY (2004)
 MK1899
 MK1899'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0605 ***********************************************************************
 NM0605  DESIGNATION -  CONCORD
 NM0605  PID         -  NM0605
 NM0605  STATE/COUNTY-  NE/DIXON
 NM0605  USGS QUAD   -  CONCORD (1967)
 NM0605
 NM0605                         *CURRENT SURVEY CONTROL
 NM0605  ___________________________________________________________________
 NM0605* NAD 83(1986)-  42 22 51.     (N)    096 59 16.     (W)     SCALED    
 NM0605* NAVD 88     -       437.122  (meters)    1434.12   (feet)  ADJUSTED  
 NM0605  ___________________________________________________________________
 NM0605  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 NM0605  DYNAMIC HT  -         436.979 (meters)    1433.66  (feet)  COMP
 NM0605  MODELED GRAV-     980,281.2   (mgal)                       NAVD 88
 NM0605
 NM0605  VERT ORDER  -  SECOND    CLASS 0
 NM0605
 NM0605.The horizontal coordinates were scaled from a topographic map and have
 NM0605.an estimated accuracy of +/- 6 seconds.
 NM0605
 NM0605.The orthometric height was determined by differential leveling
 NM0605.and adjusted by the National Geodetic Survey in June 1991..
 NM0605
 NM0605.The geoid height was determined by GEOID03.
 NM0605
 NM0605.The dynamic height is computed by dividing the NAVD 88
 NM0605.geopotential number by the normal gravity value computed on the
 NM0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0605.degrees latitude (g = 980.6199 gals.).
 NM0605
 NM0605.The modeled gravity was interpolated from observed gravity values.
 NM0605
 NM0605;                    North         East    Units  Estimated Accuracy
 NM0605;SPC NE       -   287,170.      747,970.      MT  (+/- 180 meters Scaled)
 NM0605
 NM0605                          SUPERSEDED SURVEY CONTROL
 NM0605
 NM0605  NGVD 29 (??/??/92)  436.940  (m)         1433.53   (f) ADJ UNCH    2 0
 NM0605
 NM0605.Superseded values are not recommended for survey control.
 NM0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0605.See file dsdata.txt to determine how the superseded data were derived.
 NM0605
 NM0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM656940(NAD 83)
 NM0605_MARKER: DB = BENCH MARK DISK
 NM0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0605_STAMPING: CONCORD 1934
 NM0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0605+STABILITY: SURFACE MOTION
 NM0605
 NM0605  HISTORY     - Date     Condition        Report By
 NM0605  HISTORY     - 1934     MONUMENTED       CGS
 NM0605
 NM0605                          STATION DESCRIPTION
 NM0605
 NM0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0605'AT CONCORD.
 NM0605'CONCORD-1934 IS LOCATED AT CONCORD, 104 YARDS SOUTHEAST OF
 NM0605'SOUTHEAST END OF C.ST.P.M. AND O.RWY. STATION, 106.3 FEET
 NM0605'SOUTHWEST OF SOUTHWEST RAIL OF NORTHEAST SIDE TRACK, 44.2
 NM0605'FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK, 1.7 FEET
 NM0605'NORTHEAST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM0605'POST 3 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0488 ***********************************************************************
 NP0488  CBN         -  This is a Cooperative Base Network Control Station.
 NP0488  DESIGNATION -  CONKLIN
 NP0488  PID         -  NP0488
 NP0488  STATE/COUNTY-  NE/SIOUX
 NP0488  USGS QUAD   -  MONTROSE (1980)
 NP0488
 NP0488                         *CURRENT SURVEY CONTROL
 NP0488  ___________________________________________________________________
 NP0488* NAD 83(1995)-  42 59 15.07886(N)    103 39 34.03183(W)     ADJUSTED  
 NP0488* NAVD 88     -      1126.753  (meters)    3696.69   (feet)  ADJUSTED  
 NP0488  ___________________________________________________________________
 NP0488  X           -  -1,103,699.443 (meters)                     COMP
 NP0488  Y           -  -4,541,522.141 (meters)                     COMP
 NP0488  Z           -   4,327,245.209 (meters)                     COMP
 NP0488  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 NP0488  ELLIP HEIGHT-        1110.78  (meters)          (09/24/01) GPS OBS
 NP0488  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 NP0488  DYNAMIC HT  -        1126.230 (meters)    3694.97  (feet)  COMP
 NP0488  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 NP0488
 NP0488  HORZ ORDER  -  B
 NP0488  VERT ORDER  -  FIRST     CLASS II
 NP0488  ELLP ORDER  -  FOURTH    CLASS I
 NP0488
 NP0488.The horizontal coordinates were established by GPS observations
 NP0488.and adjusted by the National Geodetic Survey in June 1996..
 NP0488
 NP0488.The orthometric height was determined by differential leveling
 NP0488.and adjusted by the National Geodetic Survey in June 1991..
 NP0488.WARNING-GPS observations at this control monument resulted in a GPS
 NP0488.derived orthometric height which differed from the leveled height by
 NP0488.more than one decimeter (0.1 meter).
 NP0488
 NP0488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0488
 NP0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0488
 NP0488.The ellipsoidal height was determined by GPS observations
 NP0488.and is referenced to NAD 83.
 NP0488
 NP0488.The geoid height was determined by GEOID03.
 NP0488
 NP0488.The dynamic height is computed by dividing the NAVD 88
 NP0488.geopotential number by the normal gravity value computed on the
 NP0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0488.degrees latitude (g = 980.6199 gals.).
 NP0488
 NP0488.The modeled gravity was interpolated from observed gravity values.
 NP0488
 NP0488;                    North         East     Units Scale Factor Converg.
 NP0488;SPC NE       -   356,550.279   201,635.070   MT  0.99999430   -2 25 30.4
 NP0488;SPC SD S     -    78,105.844   328,811.521   MT  0.99996706   -2 17 40.3
 NP0488;SPC SD S     -   256,252.26  1,078,775.80   sFT  0.99996706   -2 17 40.3
 NP0488;UTM  13      - 4,760,300.947   609,288.579   MT  0.99974694   +0 54 50.9
 NP0488
 NP0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0488!SPC NE       -   0.99982583  x   0.99999430  =   0.99982013
 NP0488!SPC SD S     -   0.99982583  x   0.99996706  =   0.99979290
 NP0488!UTM  13      -   0.99982583  x   0.99974694  =   0.99957282
 NP0488
 NP0488:                Primary Azimuth Mark                     Grid Az
 NP0488:SPC NE       -  ARDMORE MUNICIPAL TANK                   009 34 32.8
 NP0488:SPC SD S     -  ARDMORE MUNICIPAL TANK                   009 26 42.7
 NP0488:UTM  13      -  ARDMORE MUNICIPAL TANK                   006 14 11.5
 NP0488
 NP0488|---------------------------------------------------------------------|
 NP0488| PID    Reference Object                     Distance      Geod. Az  |
 NP0488|                                                           dddmmss.s |
 NP0488| OT0805 ARDMORE MUNICIPAL TANK              APPROX. 3.8 KM 0070902.4 |
 NP0488| NP0490 CONKLIN RM 1                         24.981 METERS 01532     |
 NP0488| OT0804 ARD                                 APPROX. 3.8 KM 0663619.3 |
 NP0488| NP0489 CONKLIN RM 2                         21.511 METERS 09226     |
 NP0488|---------------------------------------------------------------------|
 NP0488
 NP0488                          SUPERSEDED SURVEY CONTROL
 NP0488
 NP0488  ELLIP H (06/25/96) 1110.82   (m)                       GP(       ) 1 1
 NP0488  NAD 83(1986)-  42 59 15.05802(N)    103 39 34.01511(W) AD(       ) 1
 NP0488  NAD 27      -  42 59 15.18000(N)    103 39 32.26900(W) AD(       ) 1
 NP0488  NAVD 88 (06/25/96) 1126.75   (m)         3696.7    (f) LEVELING    3  
 NP0488  NGVD 29 (??/??/92) 1126.199  (m)         3694.87   (f) ADJ UNCH    1 2
 NP0488
 NP0488.Superseded values are not recommended for survey control.
 NP0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0488.See file dsdata.txt to determine how the superseded data were derived.
 NP0488
 NP0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH0928960301(NAD 83)
 NP0488_MARKER: DS = TRIANGULATION STATION DISK
 NP0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0488_SP_SET: CONCRETE POST
 NP0488_STAMPING: CONKLIN 1941
 NP0488_MARK LOGO: CGS   
 NP0488_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NP0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0488+STABILITY: SURFACE MOTION
 NP0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0488+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1996
 NP0488
 NP0488  HISTORY     - Date     Condition        Report By
 NP0488  HISTORY     - 1941     MONUMENTED       CGS
 NP0488  HISTORY     - 1943     GOOD             CGS
 NP0488  HISTORY     - 1957     GOOD             NGS
 NP0488  HISTORY     - 1985     GOOD             NGS
 NP0488  HISTORY     - 19950502 GOOD             NGS
 NP0488  HISTORY     - 19960821 GOOD             NGS
 NP0488
 NP0488                          STATION DESCRIPTION
 NP0488
 NP0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0488'STATION IS LOCATED ABOUT 3 MILES S OF ARDMORE AND 1.3 MILES
 NP0488'S OF THE NEBRASKA-SOUTH DAKOTA STATE LINE ON A FLAT, GRASS-COVERED
 NP0488'HILL ON LAND OWNED BY MR. JOHN T. CONKLIN.  IT IS IN THE NW
 NP0488'1/4 SEC. 26, T, 35 N, R. 54 W.  MARK IS 8.5 FEET E OF A WHITE
 NP0488'REFERENCE POST.  48 FEET S OF THE CENTER LINE OF A DIRT ROAD
 NP0488'AND 20 FEET E OF THE CENTER LINE OF THE ENTRANCE TO THE FIELD.
 NP0488'IT IS STAMPED CONKLIN 1941 AND PROJECTS 3 INCHES.
 NP0488'
 NP0488'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 NP0488'DISKS SET IN CONCRETE.
 NP0488'
 NP0488'REFERENCE MARK NO. 1 IS 1.5 FEET N OF A FENCE AND 35 FEET N
 NP0488'OF THE CENTER LINE OF A DIRT ROAD.  IT IS STAMPED CONKLIN NO.
 NP0488'1 1941 AND PROJECTS 8 INCHES.
 NP0488'
 NP0488'REFERENCE MARK NO. 2 IS 48 FEET S OF THE CENTER LINE OF A DIRT
 NP0488'ROAD, AND 1 FOOT S OF A FENCE.  IT IS STAMPED CONKLIN NO. 2
 NP0488'1941 AND PROJECTS 6 INCHES.
 NP0488'
 NP0488'TRIANGULATION STATION ARD IS USED AS AN AZIMUTH MARK.
 NP0488'
 NP0488'TO REACH THE STATION FROM THE POST OFFICE IN ARDMORE, SOUTH
 NP0488'DAKOTA, GO S ON SOUTH DAKOTA STATE HIGHWAY 87 (THEN NEBRASKA
 NP0488'STATE HIGHWAY 2) FOR 2.8 MILES.  (TO REACH THE AZIMUTH MARK
 NP0488'FROM THIS POINT, GO E ALONG THE N SIDE OF A FENCE ON THE STATE
 NP0488'LINE FOR 1.3 MILES TO THE MARK ON THE LEFT.) CONTINUE AHEAD
 NP0488'(S ON GRADED DIRT ROAD WHERE NEBRASKA STATE HIGHWAY 2 TURNS
 NP0488'LEFT) FOR 0.2 MILE, THEN RIGHT (W) FOR 0.75 MILE TO THE TOP OF
 NP0488'THE HILL AND THE STATION ON THE LEFT.
 NP0488'
 NP0488'A 4-FOOT SIGNAL AT ARD IS VISIBLE ON THE GROUND.
 NP0488'
 NP0488'A 4-FOOT SIGNAL AT WOLF IS VISIBLE AT 50 FEET.
 NP0488'
 NP0488'A 4-FOOT SIGNAL AT SUGAR IS VISIBLE ON THE GROUND.
 NP0488'
 NP0488'A 4-FOOT SIGNAL AT WRIGHT IS VISIBLE ON THE GROUND.
 NP0488'
 NP0488'A 77-FOOT SIGNAL AT DIEKMAN IS VISIBLE AT 50 FEET.
 NP0488'
 NP0488'A 4-FOOT SIGNAL AT FLUENT IS VISIBLE ON THE GROUND.
 NP0488'
 NP0488'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NP0488
 NP0488                          STATION RECOVERY (1943)
 NP0488
 NP0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (AFD)
 NP0488'STATION RECOVERED IN GOOD CONDITION.
 NP0488
 NP0488                          STATION RECOVERY (1957)
 NP0488
 NP0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NP0488'26 MI NW FROM CRAWFORD.
 NP0488'ABOUT 25.05 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0488'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, THENCE 0.15 MILE
 NP0488'SOUTH, THENCE 0.85 MILE WEST ALONG DIRT ROADS, IN SECTION 26,
 NP0488'T. 35 N., R. 54 W., ON THE CREST OF A HILL, 48 FEET SOUTH OF
 NP0488'THE CENTER LINE OF THE ROAD, 30 FEET EAST OF THE CENTER OF A
 NP0488'WIRE GATE, 1 1/2 FEET SOUTH OF A FENCE LINE, 8 FEET EAST OF A
 NP0488'WHITE WOODEN WITNESS POST, LEVEL WITH THE ROAD AND IN THE TOP
 NP0488'OF A CONCRETE POST PROJECTING 1 INCH.
 NP0488
 NP0488                          STATION RECOVERY (1985)
 NP0488
 NP0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0488'RECOVERED IN GOOD CONDITION.
 NP0488
 NP0488                          STATION RECOVERY (1995)
 NP0488
 NP0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0488'TO REACH THE MARK FROM THE JUNCTION OF FALL RIVER COUNTY ROAD 5 WITH
 NP0488'STATE HIGHWAY 71 IN ARDMORE, SOUTH DAKOTA, GO SOUTH ON HIGHWAY 71 FOR
 NP0488'1.55 MI (2.49 KM) TO A CURVE TO THE EAST AT THE NEBRASKA STATE LINE.
 NP0488'CONTINUE EAST ON HIGHWAY 2 FOR 0.6 MI (1.0 KM) TO A COUNTY ROAD ON THE
 NP0488'RIGHT.  TURN RIGHT AND GO SOUTH AND SOUTHEAST ON THE COUNTY ROAD FOR
 NP0488'0.7 MI (1.1 KM) TO A Y-FORK.  BEAR RIGHT AND SOUTH ON THE COUNTY ROAD
 NP0488'FOR 0.1 MI (0.2 KM) TO A RAILROAD CROSSING.  CONTINUE SOUTH FOR 0.2 MI
 NP0488'(0.3 KM) TO THE WEST END OF A LONG CURVE AND CONTINUE WEST ON A GRADED
 NP0488'ROAD FOR 0.9 MI (1.4 KM) TO FIELD ENTRANCES ON EITHER SIDE OF THE ROAD
 NP0488'AND THE MARK ON THE LEFT, SOUTH, SIDE OF THE ROAD.  THE MARK IS IN THE
 NP0488'NORTH EDGE OF A PASTURE, IN THE NW 1/4, SEC26, T35N, R54W.  IT IS A
 NP0488'STANDARD DISK, SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS 48.0
 NP0488'FT (14.6 M) SOUTH FROM THE CENTERLINE OF ROAD, 27.0 FT (8.2 M) EAST
 NP0488'FROM THE CENTER OF A FIELD ENTRANCE, 8.6 FT (2.6 M) EAST-SOUTHEAST
 NP0488'FROM AN OLD WOODEN WITNESS POST, 2.0 FT (0.6 M) SOUTH FROM THE SOUTH
 NP0488'RIGHT-OF-WAY FENCE AND PROJECTS 2 CM ABOVE THE GROUND SURFACE.
 NP0488
 NP0488                          STATION RECOVERY (1996)
 NP0488
 NP0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NP0488'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0490 ***********************************************************************
 NP0490  DESIGNATION -  CONKLIN RM 1
 NP0490  PID         -  NP0490
 NP0490  STATE/COUNTY-  NE/SIOUX
 NP0490  USGS QUAD   -  MONTROSE (1980)
 NP0490
 NP0490                         *CURRENT SURVEY CONTROL
 NP0490  ___________________________________________________________________
 NP0490* NAD 83(1986)-  42 59 15.     (N)    103 39 34.     (W)     SCALED    
 NP0490* NAVD 88     -      1126.360  (meters)    3695.40   (feet)  ADJUSTED  
 NP0490  ___________________________________________________________________
 NP0490  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 NP0490  DYNAMIC HT  -        1125.838 (meters)    3693.69  (feet)  COMP
 NP0490  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 NP0490
 NP0490  VERT ORDER  -  FIRST     CLASS II
 NP0490
 NP0490.The horizontal coordinates were scaled from a topographic map and have
 NP0490.an estimated accuracy of +/- 6 seconds.
 NP0490
 NP0490.The orthometric height was determined by differential leveling
 NP0490.and adjusted by the National Geodetic Survey in June 1991..
 NP0490
 NP0490.The geoid height was determined by GEOID03.
 NP0490
 NP0490.The dynamic height is computed by dividing the NAVD 88
 NP0490.geopotential number by the normal gravity value computed on the
 NP0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0490.degrees latitude (g = 980.6199 gals.).
 NP0490
 NP0490.The modeled gravity was interpolated from observed gravity values.
 NP0490
 NP0490;                    North         East    Units  Estimated Accuracy
 NP0490;SPC NE       -   356,550.      201,640.      MT  (+/- 180 meters Scaled)
 NP0490
 NP0490                          SUPERSEDED SURVEY CONTROL
 NP0490
 NP0490  NGVD 29 (??/??/92) 1125.806  (m)         3693.58   (f) ADJ UNCH    1 2
 NP0490
 NP0490.Superseded values are not recommended for survey control.
 NP0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0490.See file dsdata.txt to determine how the superseded data were derived.
 NP0490
 NP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH092602(NAD 83)
 NP0490_MARKER: DR = REFERENCE MARK DISK
 NP0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0490_SP_SET: CONCRETE POST
 NP0490_STAMPING: CONKLIN NO 1 1941
 NP0490_MARK LOGO: CGS   
 NP0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0490+STABILITY: SURFACE MOTION
 NP0490
 NP0490  HISTORY     - Date     Condition        Report By
 NP0490  HISTORY     - 1941     MONUMENTED       CGS
 NP0490  HISTORY     - 1957     GOOD             NGS
 NP0490  HISTORY     - 1985     GOOD             NGS
 NP0490
 NP0490                          STATION DESCRIPTION
 NP0490
 NP0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0490'26 MI NW FROM CRAWFORD.
 NP0490'ABOUT 25.05 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0490'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, THENCE 0.15 MILE
 NP0490'SOUTH, THENCE 0.85 MILE WEST ALONG DIRT ROADS, IN SECTION 23,
 NP0490'T. 35 N., R. 54 W., ON THE CREST OF A HILL, 33 FEET NORTH OF
 NP0490'THE CENTER LINE OF THE ROAD, 48 FEET EAST OF THE CENTER OF A
 NP0490'WIRE GATE, 87.3 FEET NORTH-NORTHEAST AND ACROSS THE ROAD FROM
 NP0490'THE STATION MARK, 1 FOOT NORTH OF A FENCE LINE, LEVEL WITH THE
 NP0490'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NP0490
 NP0490                          STATION RECOVERY (1985)
 NP0490
 NP0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0489 ***********************************************************************
 NP0489  DESIGNATION -  CONKLIN RM 2
 NP0489  PID         -  NP0489
 NP0489  STATE/COUNTY-  NE/SIOUX
 NP0489  USGS QUAD   -  MONTROSE (1980)
 NP0489
 NP0489                         *CURRENT SURVEY CONTROL
 NP0489  ___________________________________________________________________
 NP0489* NAD 83(1986)-  42 59 15.     (N)    103 39 34.     (W)     SCALED    
 NP0489* NAVD 88     -      1126.879  (meters)    3697.10   (feet)  ADJUSTED  
 NP0489  ___________________________________________________________________
 NP0489  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 NP0489  DYNAMIC HT  -        1126.357 (meters)    3695.39  (feet)  COMP
 NP0489  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 NP0489
 NP0489  VERT ORDER  -  FIRST     CLASS II
 NP0489
 NP0489.The horizontal coordinates were scaled from a topographic map and have
 NP0489.an estimated accuracy of +/- 6 seconds.
 NP0489
 NP0489.The orthometric height was determined by differential leveling
 NP0489.and adjusted by the National Geodetic Survey in June 1991..
 NP0489
 NP0489.The geoid height was determined by GEOID03.
 NP0489
 NP0489.The dynamic height is computed by dividing the NAVD 88
 NP0489.geopotential number by the normal gravity value computed on the
 NP0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0489.degrees latitude (g = 980.6199 gals.).
 NP0489
 NP0489.The modeled gravity was interpolated from observed gravity values.
 NP0489
 NP0489;                    North         East    Units  Estimated Accuracy
 NP0489;SPC NE       -   356,550.      201,640.      MT  (+/- 180 meters Scaled)
 NP0489
 NP0489                          SUPERSEDED SURVEY CONTROL
 NP0489
 NP0489  NGVD 29 (??/??/92) 1126.326  (m)         3695.29   (f) ADJ UNCH    1 2
 NP0489
 NP0489.Superseded values are not recommended for survey control.
 NP0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0489.See file dsdata.txt to determine how the superseded data were derived.
 NP0489
 NP0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH092602(NAD 83)
 NP0489_MARKER: DR = REFERENCE MARK DISK
 NP0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0489_SP_SET: CONCRETE POST
 NP0489_STAMPING: CONKLIN NO 2 1941
 NP0489_MARK LOGO: CGS   
 NP0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0489+STABILITY: SURFACE MOTION
 NP0489
 NP0489  HISTORY     - Date     Condition        Report By
 NP0489  HISTORY     - 1941     MONUMENTED       CGS
 NP0489  HISTORY     - 1957     GOOD             NGS
 NP0489  HISTORY     - 1985     GOOD             NGS
 NP0489
 NP0489                          STATION DESCRIPTION
 NP0489
 NP0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0489'26 MI NW FROM CRAWFORD.
 NP0489'ABOUT 25.05 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0489'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, THENCE 0.15 MILE
 NP0489'SOUTH, THENCE 0.85 MILE WEST ALONG DIRT ROADS, IN SECTION 26,
 NP0489'T. 35 N. R. 54 W., ON THE CREST OF THE HILL, 47 1/2 FEET SOUTH
 NP0489'OF THE CENTER LINE OF THE ROAD 70.8 FEET EAST OF THE STATION
 NP0489'MARK, 1 1/2 FEET SOUTH OF A FENCE LINE, LEVEL WITH THE ROAD AND
 NP0489'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCH.
 NP0489
 NP0489                          STATION RECOVERY (1985)
 NP0489
 NP0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1978 ***********************************************************************
 MK1978  DESIGNATION -  CONNER
 MK1978  PID         -  MK1978
 MK1978  STATE/COUNTY-  NE/WASHINGTON
 MK1978  USGS QUAD   -  FORT CALHOUN (1975)
 MK1978
 MK1978                         *CURRENT SURVEY CONTROL
 MK1978  ___________________________________________________________________
 MK1978* NAD 83(1995)-  41 28 33.78295(N)    096 03 44.61813(W)     ADJUSTED  
 MK1978* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 MK1978  ___________________________________________________________________
 MK1978  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 MK1978  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 MK1978
 MK1978  HORZ ORDER  -  SECOND
 MK1978
 MK1978.The horizontal coordinates were established by classical geodetic methods
 MK1978.and adjusted by the National Geodetic Survey in August 1997..
 MK1978
 MK1978.The orthometric height was scaled from a topographic map.
 MK1978
 MK1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1978
 MK1978.The geoid height was determined by GEOID03.
 MK1978
 MK1978;                    North         East     Units Scale Factor Converg.
 MK1978;SPC NE       -   189,868.746   828,670.227   MT  0.99965873   +2 36 34.0
 MK1978;UTM  14      - 4,595,771.931   745,284.423   MT  1.00034047   +1 56 47.6
 MK1978;UTM  15      - 4,596,133.638   244,294.827   MT  1.00040474   -2 01 45.6
 MK1978
 MK1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1978!SPC NE       -   0.99994341  x   0.99965873  =   0.99960216
 MK1978!UTM  14      -   0.99994341  x   1.00034047  =   1.00028386
 MK1978!UTM  15      -   0.99994341  x   1.00040474  =   1.00034813
 MK1978
 MK1978:                Primary Azimuth Mark                     Grid Az
 MK1978:SPC NE       -  OMAHA/SIOUX FALLS AMBER 4 BN 2           005 16 52.8
 MK1978:UTM  14      -  OMAHA/SIOUX FALLS AMBER 4 BN 2           005 56 39.2
 MK1978:UTM  15      -  OMAHA/SIOUX FALLS AMBER 4 BN 2           009 55 12.4
 MK1978
 MK1978|---------------------------------------------------------------------|
 MK1978| PID    Reference Object                     Distance      Geod. Az  |
 MK1978|                                                           dddmmss.s |
 MK1978| MK1834 OMAHA/SIOUX FALLS AMBER 4 BN 2      APPROX.16.0 KM 0075326.8 |
 MK1978| CL6267 CONNER RM 1                          21.188 METERS 01814     |
 MK1978| CL6266 CONNER AZ MK                                       2033453.8 |
 MK1978| CL6268 CONNER RM 2                          18.600 METERS 27516     |
 MK1978|---------------------------------------------------------------------|
 MK1978
 MK1978                          SUPERSEDED SURVEY CONTROL
 MK1978
 MK1978  NAD 83(1986)-  41 28 33.78857(N)    096 03 44.61866(W) AD(       ) 2
 MK1978  NAD 27      -  41 28 33.80900(N)    096 03 43.57400(W) AD(       ) 2
 MK1978
 MK1978.Superseded values are not recommended for survey control.
 MK1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1978.See file dsdata.txt to determine how the superseded data were derived.
 MK1978
 MK1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4528495772(NAD 83)
 MK1978_MARKER: DD = SURVEY DISK
 MK1978_SETTING: 0 = UNSPECIFIED SETTING
 MK1978
 MK1978  HISTORY     - Date     Condition        Report By
 MK1978  HISTORY     - 1947     MONUMENTED       CGS
 MK1978  HISTORY     - 1961     GOOD             CGS
 MK1978
 MK1978                          STATION DESCRIPTION
 MK1978
 MK1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1978'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF BLAIR, ABOUT
 MK1978'3-1/2 MILES NORTHWEST OF FT. CALHOUN, ON LAND OWNED AND OCCUPIED
 MK1978'BY MR. A.J. CONNER.  IT IS ABOUT 100 YARDS WEST OF MR. CONNERS
 MK1978'HOUSE, AND 48 FEET WEST OF A FENCE CORNER.  IT IS ON THE TOP OF A
 MK1978'CULTIVATED FIELD AND IS SET 6 INCHES BELOW THE SURFACE OF THE
 MK1978'GROUND.  THE DISK IS STAMPED CONNER 1947.
 MK1978'
 MK1978'REFERENCE MARK NO. 1 IS 69.51 FEET NORTHEAST OF THE STATION, 4
 MK1978'FEET EAST OF A FENCE LINE, AND 2.8 FEET WEST OF THE NORTHWEST
 MK1978'LEG OF A WINDMILL TOWER.  THE DISK IS STAMPED CONNER NO 1 1947
 MK1978'AND PROJECTS 4 INCHES.
 MK1978'
 MK1978'REFERENCE MARK NO. 2 IS 61.02 FEET WEST OF THE STATION, AND 1
 MK1978'FOOT SOUTHWEST OF A TELEPHONE POLE.  THE DISK IS STAMPED CONNER
 MK1978'NO 2 1947 AND PROJECTS 4 INCHES.
 MK1978'
 MK1978'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHWEST OF THE STATION,
 MK1978'ACROSS THE ROAD (SOUTH) FROM A FENCE CORNER, AND 18 FEET SOUTH
 MK1978'OF THE CENTERLINE OF THE DIRT ROAD.  IT IS 4 FEET WEST OF A
 MK1978'WITNESS POST, AND 1 FOOT NORTH OF A FENCE LINE.  THE DISK IS
 MK1978'STAMPED CONNER 1947 AND PROJECTS 6 INCHES.
 MK1978'
 MK1978'TO REACH THE STATION FROM THE POST OFFICE IN FT. CALHOUN, GO
 MK1978'NORTH ON U.S. HIGHWAY 73 FOR 1.4 MILES TO A DIRT SIDE ROAD LEFT,
 MK1978'AT THE NORTH END OF A CONCRETE BRIDGE.  TURN LEFT AND GO 0.15
 MK1978'MILE TO A CROSS ROAD.  TURN RIGHT AND GO 0.85 MILE TO A FORK.
 MK1978'TAKE THE LEFT FORK, UP A STEEP HILL, AND GO 0.4 MILE TO A ROAD
 MK1978'RIGHT JUST BEFORE REACHING A FARM HOUSE AND FOLLOW A FARM ROAD
 MK1978'FOR 0.6 MILE TO A GATE ON THE RIGHT.  TURN RIGHT, PASS THRU THE
 MK1978'GATE AND GO 0.1 MILE TO A HOUSE ON THE RIGHT.  CONTINUE WEST
 MK1978'TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 MK1978'
 MK1978'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 MK1978'
 MK1978'A 37 FOOT SIGNAL AT FOLLEN 1930 CAN BE SEEN AT 64 FEET.
 MK1978'
 MK1978'A 77 FOOT SIGNAL AT HARRIS CAN BE SEEN FROM THE GROUND.
 MK1978'
 MK1978'A 90 FOOT SIGNAL AT MONDAMIN CAN BE SEEN FROM THE GROUND.
 MK1978'
 MK1978'A 4 FOOT SIGNAL AT VALLEY 1934 CAN BE SEEN FROM A 10 FOOT STAND.
 MK1978'
 MK1978'A 64 FOOT SIGNAL AT JOHANNES 1930 CAN BE SEEN FROM THE GROUND.
 MK1978'
 MK1978'A 77 FOOT SIGNAL AT RIVERVIEW CAN BE SEEN FROM THE GROUND.
 MK1978'
 MK1978'A 4 FOOT SIGNAL AT 311 MORC CAN BE SEEN FROM THE GROUND.
 MK1978'
 MK1978'A 77 FOOT SIGNAL AT PON CAN BE SEEN FROM THE GROUND.
 MK1978'
 MK1978'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 MK1978
 MK1978                          STATION RECOVERY (1961)
 MK1978
 MK1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MK1978'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 MK1978'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDTION.  THE
 MK1978'ORIGINAL DESCRIPTION PROVED TO BE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0445 ***********************************************************************
 LJ0445  DESIGNATION -  COOK
 LJ0445  PID         -  LJ0445
 LJ0445  STATE/COUNTY-  NE/RED WILLOW
 LJ0445  USGS QUAD   -  RED WILLOW DAM (1970)
 LJ0445
 LJ0445                         *CURRENT SURVEY CONTROL
 LJ0445  ___________________________________________________________________
 LJ0445* NAD 83(1995)-  40 17 47.21832(N)    100 42 24.70505(W)     ADJUSTED  
 LJ0445* NAVD 88     -       844.     (meters)    2769.     (feet)  SCALED    
 LJ0445  ___________________________________________________________________
 LJ0445  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 LJ0445  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 LJ0445
 LJ0445  HORZ ORDER  -  SECOND
 LJ0445
 LJ0445.The horizontal coordinates were established by classical geodetic methods
 LJ0445.and adjusted by the National Geodetic Survey in August 1997..
 LJ0445
 LJ0445.The orthometric height was scaled from a topographic map.
 LJ0445
 LJ0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0445
 LJ0445.The geoid height was determined by GEOID03.
 LJ0445
 LJ0445;                    North         East     Units Scale Factor Converg.
 LJ0445;SPC NE       -    51,666.826   439,908.057   MT  0.99987912   -0 28 06.4
 LJ0445;UTM  14      - 4,462,058.786   354,931.187   MT  0.99985906   -1 06 14.7
 LJ0445
 LJ0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0445!SPC NE       -   0.99987128  x   0.99987912  =   0.99975042
 LJ0445!UTM  14      -   0.99987128  x   0.99985906  =   0.99973036
 LJ0445
 LJ0445:                Primary Azimuth Mark                     Grid Az
 LJ0445:SPC NE       -  COOK AZ MK                               092 39 09.1
 LJ0445:UTM  14      -  COOK AZ MK                               093 17 17.4
 LJ0445
 LJ0445|---------------------------------------------------------------------|
 LJ0445| PID    Reference Object                     Distance      Geod. Az  |
 LJ0445|                                                           dddmmss.s |
 LJ0445| CN9005 COOK AZ MK                                         0921102.7 |
 LJ0445| LJ0453 MC COOK MUNICIPAL TANK              APPROX.12.4 KM 1425708.4 |
 LJ0445| LJ0450 MC COOK CBQ RR CONC STK             APPROX.13.3 KM 1482006.2 |
 LJ0445| LJ0464 MC COOK REA RADIO MAST              APPROX.10.3 KM 1523123.5 |
 LJ0445| LJ0462 MC COOK RAD STA KBRL MAST           APPROX.11.2 KM 1524108.4 |
 LJ0445| LJ0458 MC COOK STATE POLICE RAD MAST       APPROX.10.1 KM 1562040.5 |
 LJ0445| CN9006 COOK RM 1                            24.470 METERS 17626     |
 LJ0445| CN9007 COOK RM 2                            23.839 METERS 27709     |
 LJ0445| LJ0446 MC COOK ST AIRFIELD WATER TWR       APPROX. 1.4 KM 3463209.1 |
 LJ0445|---------------------------------------------------------------------|
 LJ0445
 LJ0445                          SUPERSEDED SURVEY CONTROL
 LJ0445
 LJ0445  NAD 83(1986)-  40 17 47.22288(N)    100 42 24.71102(W) AD(       ) 2
 LJ0445  NAD 27      -  40 17 47.20565(N)    100 42 23.15441(W) AD(       ) 2
 LJ0445
 LJ0445.Superseded values are not recommended for survey control.
 LJ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0445.See file dsdata.txt to determine how the superseded data were derived.
 LJ0445
 LJ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5493162059(NAD 83)
 LJ0445_MARKER: DS = TRIANGULATION STATION DISK
 LJ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0445
 LJ0445  HISTORY     - Date     Condition        Report By
 LJ0445  HISTORY     - 1951     MONUMENTED       CGS
 LJ0445  HISTORY     - 1968     GOOD             CGS
 LJ0445
 LJ0445                          STATION DESCRIPTION
 LJ0445
 LJ0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0445'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHEAST OF CULBERTSON
 LJ0445'AND 8.0 MILES NORTHWEST OF MC COOK NEAR THE SOUTH EDGE OF THE
 LJ0445'MC COOK STATE AIRFIELD.  IT IS 0.2 MILE SOUTH OF THE SOUTH
 LJ0445'ENTRANCE OF THE MC COOK STATE AIRFIELD, 151.0 FEET SOUTHWEST OF
 LJ0445'THE CENTER OF A GRADED ROAD, 79.0 FEET EAST OF A FENCE CORNER,
 LJ0445'62.0 FEET WEST OF A TELEPHONE POLE AND 59.0 FEET NORTH OF THE
 LJ0445'CENTER OF A TRACK ROAD.  IT IS SET FLUSH WITH THE SURFACE OF
 LJ0445'THE GROUND AND IS STAMPED COOK 1951.
 LJ0445'
 LJ0445'REFERENCE MARK NO. 1 IS 83.5 FEET EAST OF THE CENTER OF A WIRE
 LJ0445'GATE, 21.0 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 0.5
 LJ0445'FOOT NORTH OF A FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED
 LJ0445'COOK NO 1 1951.
 LJ0445'
 LJ0445'REFERENCE MARK NO. 2 IS 45.0 FEET NORTH OF A FENCE CORNER AND
 LJ0445'0.5 FOOT EAST OF A WOVEN WIRE FENCE.  IT PROJECTS 4 INCHES AND
 LJ0445'IS STAMPED COOK NO 2 1951.
 LJ0445'
 LJ0445'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LJ0445'IS 122.1 FEET.
 LJ0445'
 LJ0445'THE AZIMUTH MARK IS 56.0 FEET EAST OF THE CENTER OF A GRAVELED
 LJ0445'ROAD, 44.0 FEET SOUTH OF THE CENTER OF A GRAVELED T ROAD, 29.0
 LJ0445'FEET WEST OF A TELEPHONE POLE, 27.0 FEET EAST OF A FENCE CORNER
 LJ0445'AND 1.5 FEET NORTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS
 LJ0445'STAMPED COOK 1951.
 LJ0445'
 LJ0445'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAYS
 LJ0445'NO. 6, 34 AND 83 ONE BLOCK NORTH OF THE CHICAGO, BURLINGTON
 LJ0445'AND QUINCY RAILROAD DEPOT IN MC COOK, GO WEST ON U.S. HIGHWAYS
 LJ0445'NO. 6, 34 AND 83 FOR 0.85 MILE TO WHERE U.S. HIGHWAY NO. 83
 LJ0445'TURNS RIGHT, TURN RIGHT AND GO NORTH ON U.S. HIGHWAY NO. 83
 LJ0445'FOR 5.5 MILES TO A GRAVELED T ROAD LEFT AT TRANSFORMER STATION.
 LJ0445'HERE TURN LEFT AND GO WEST, NORTH AND WEST ON A GRAVELED ROAD
 LJ0445'FOR 3.4 MILES TO A T ROAD LEFT AND THE AZIMUTH MARK AS
 LJ0445'DESCRIBED, CONTINUE WEST ON GRAVELED ROAD FOR 0.5 MILE TO WHERE
 LJ0445'THE ROAD CURVES NORTH AND THE STATION ON THE LEFT AS
 LJ0445'DESCRIBED.
 LJ0445'
 LJ0445'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LJ0445
 LJ0445                          STATION RECOVERY (1968)
 LJ0445
 LJ0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0445'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LJ0445'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LJ0445'
 LJ0445'FOLLOWING IS A NEW DESCRIPTION.
 LJ0445'
 LJ0445'TO REACH THE STATION FROM THE TRAFFIC SIGNAL ON U.S. HIGHWAYS
 LJ0445'6, 34, AND 83 ONE BLOCK NORTH OF THE CHICAGO, BURLINGTON AND
 LJ0445'QUINCY RAILROAD DEPOT IN MC COOK, GO WEST ON THE HIGHWAYS FOR
 LJ0445'0.85 MILE TO WHERE U.S. HIGHWAY 83 TURNS NORTH.  TURN RIGHT AND
 LJ0445'GO NORTH ON U.S. HIGHWAY 83 FOR 5.85 MILES TO A SIDE ROAD ON
 LJ0445'THE LEFT.  TURN LEFT AND GO WEST, NORTH, AND WEST ON A GRAVELED
 LJ0445'ROAD FOR 3.4 MILES TO A SIDE ROAD ON THE LEFT AND THE AZIMUTH
 LJ0445'MARK IN THE SOUTHEAST ANGLE.  CONTINUE WEST ON THE AIRFIELD
 LJ0445'ROAD FOR 0.5 MILE TO A POINT WHERE THE ROAD TURNS NORTH AND
 LJ0445'THE STATION ON THE LEFT.
 LJ0445'
 LJ0445'STATION MARK, A STANDARD DISK STAMPED COOK 1951, IS SET IN THE
 LJ0445'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LJ0445'OF THE GROUND.  IT IS 151 FEET SOUTHWEST OF THE CENTER OF A
 LJ0445'GRAVELED ROAD, 93.5 FEET NORTHEAST OF A FENCE CORNER, 57 FEET
 LJ0445'NORTH OF THE CENTER OF A TRACK ROAD, AND 1 FOOT SOUTH OF A
 LJ0445'METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LJ0445'
 LJ0445'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COOK NO. 1 1951,
 LJ0445'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 LJ0445'INCHES.  IT IS 23 FEET SOUTH OF THE CENTER OF THE TRACK ROAD
 LJ0445'AND 1 FOOT NORTH OF FENCE.
 LJ0445'
 LJ0445'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COOK NO. 2 1951,
 LJ0445'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LJ0445'3 INCHES.  IT IS 59 FEET NORTH OF A CORNER FENCE POST AND 1
 LJ0445'FOOT EAST OF A FENCE.
 LJ0445'
 LJ0445'AZIMUTH MARK, A STANDARD DISK STAMPED COOK 1951, IS SET IN THE
 LJ0445'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 LJ0445'56 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 44 FEET SOUTH
 LJ0445'OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET NORTH OF A FENCE,
 LJ0445'AND 1.5 FEET WEST OF A METAL WITNESS POST.
 LJ0445'
 LJ0445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8
 LJ0445'MILES NORTHWEST OF MC COOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0969 ***********************************************************************
 LG0969  DESIGNATION -  COOK MUNICIPAL TANK
 LG0969  PID         -  LG0969
 LG0969  STATE/COUNTY-  NE/JOHNSON
 LG0969  USGS QUAD   -  COOK (1966)
 LG0969
 LG0969                         *CURRENT SURVEY CONTROL
 LG0969  ___________________________________________________________________
 LG0969* NAD 83(1995)-  40 30 43.63562(N)    096 09 32.42742(W)     ADJUSTED  
 LG0969* NAVD 88     -                                                        
 LG0969  ___________________________________________________________________
 LG0969  LAPLACE CORR-          -7.56  (seconds)                    DEFLEC99
 LG0969  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 LG0969
 LG0969  HORZ ORDER  -  THIRD
 LG0969
 LG0969.The horizontal coordinates were established by classical geodetic methods
 LG0969.and adjusted by the National Geodetic Survey in August 1997..
 LG0969
 LG0969
 LG0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0969
 LG0969.The geoid height was determined by GEOID03.
 LG0969
 LG0969;                    North         East     Units Scale Factor Converg.
 LG0969;SPC NE       -    82,594.555   825,364.056   MT  0.99980764   +2 32 43.5
 LG0969;UTM  14      - 4,488,478.447   740,700.487   MT  1.00031321   +1 50 47.1
 LG0969
 LG0969                          SUPERSEDED SURVEY CONTROL
 LG0969
 LG0969  NAD 83(1986)-  40 30 43.64325(N)    096 09 32.42264(W) AD(       ) 4
 LG0969  NAD 27      -  40 30 43.65200(N)    096 09 31.39600(W) AD(       ) 3
 LG0969
 LG0969.Superseded values are not recommended for survey control.
 LG0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0969.See file dsdata.txt to determine how the superseded data were derived.
 LG0969
 LG0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4070088478(NAD 83)
 LG0969_MARKER: 53 = ELEVATED TANK
 LG0969
 LG0969  HISTORY     - Date     Condition        Report By
 LG0969  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0969  HISTORY     - 20050716 GOOD             USPSQD
 LG0969
 LG0969                          STATION DESCRIPTION
 LG0969
 LG0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0969'THE TANK IS LOCATED AT THE NORTHEAST EDGE OF COOK.  IT IS A FOUR
 LG0969'LEGGED STEEL STRUCTURE SUPPORTING A TANK.  IT IS ABOUT 100
 LG0969'FEET IN HEIGHT.  IT IS PAINTED SILVER IN COLOR WITH THE LETTERS
 LG0969'COOK PAINTED IN BLACK ON THE SOUTH SIDE.  THERE IS A BALL
 LG0969'AND WIND CHARGER ON THE TOP OF THE TANK.  THE POINT OBSERVED
 LG0969'UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG0969
 LG0969                          STATION RECOVERY (2005)
 LG0969
 LG0969'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0969'STATION FOUND GOOD. TANK IS EAST OF N. LAWTON ST., SOUTH OF W. DEWEY
 LG0969'ST. EXTENDED, IN THE SOUTHEAST CORNER OF THE INTERSECTION, ONE BLOCK
 LG0969'NORTH OF E. CHURCH ST., ONE BLOCK EAST OF GRACE LUTHERAN CHURCH.  IT
 LG0969'IS SOUTH OF THE EAST-WEST ALLEY BETWEEN W. DEWEY ST. AND E. CHURCH ST.
 LG0969' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0968 ***********************************************************************
 LG0968  DESIGNATION -  COOK RELAY TOWER
 LG0968  PID         -  LG0968
 LG0968  STATE/COUNTY-  NE/OTOE
 LG0968  USGS QUAD   -  COOK (1966)
 LG0968
 LG0968                         *CURRENT SURVEY CONTROL
 LG0968  ___________________________________________________________________
 LG0968* NAD 83(1995)-  40 32 11.87598(N)    096 11 58.40264(W)     ADJUSTED  
 LG0968* NAVD 88     -                                                        
 LG0968  ___________________________________________________________________
 LG0968  LAPLACE CORR-          -7.59  (seconds)                    DEFLEC99
 LG0968  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 LG0968
 LG0968  HORZ ORDER  -  THIRD
 LG0968
 LG0968.The horizontal coordinates were established by classical geodetic methods
 LG0968.and adjusted by the National Geodetic Survey in August 1997..
 LG0968
 LG0968
 LG0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0968
 LG0968.The geoid height was determined by GEOID03.
 LG0968
 LG0968;                    North         East     Units Scale Factor Converg.
 LG0968;SPC NE       -    85,161.444   821,811.888   MT  0.99980040   +2 31 06.8
 LG0968;UTM  14      - 4,491,089.739   737,178.110   MT  1.00029248   +1 49 15.4
 LG0968
 LG0968                          SUPERSEDED SURVEY CONTROL
 LG0968
 LG0968  NAD 83(1986)-  40 32 11.88381(N)    096 11 58.39824(W) AD(       ) 4
 LG0968  NAD 27      -  40 32 11.89600(N)    096 11 57.36800(W) AD(       ) 3
 LG0968
 LG0968.Superseded values are not recommended for survey control.
 LG0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0968.See file dsdata.txt to determine how the superseded data were derived.
 LG0968
 LG0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3717891090(NAD 83)
 LG0968_MARKER: 55 = TOWER
 LG0968
 LG0968  HISTORY     - Date     Condition        Report By
 LG0968  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0968  HISTORY     - 1974     GOOD             NGS
 LG0968
 LG0968                          STATION DESCRIPTION
 LG0968
 LG0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0968'A GUYED MAST OF STRUCTURAL STEEL, TRIANGULAR IN CROSS SECTION,
 LG0968'PAINTED IN ALTERNATE BANDS OF RED AND WHITE, AND LIGHTED
 LG0968'WITH FIXED RED LIGHTS AT 75-FOOT INTERVALS WITH A FLASHING RED
 LG0968'LIGHT AT THE TOP.  TWO REFLECTING SCREENS ARE FIXED AT THE
 LG0968'TOP AT AN ANGLE OF 45 DEGREES TO THE GROUND.  LOCATED ABOUT
 LG0968'1.9 MILES NORTH AND 1.9 MILES WEST OF THE TOWN OF COOK.
 LG0968'
 LG0968'THE FLASHING RED LIGHT AT THE TOP CENTER WAS THE POINT OBSERVED
 LG0968'ON.
 LG0968
 LG0968                          STATION RECOVERY (1974)
 LG0968
 LG0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LG0968'THIS STATION WAS RECOVERED AS DESCRIBED IN 1961.  OWNED BY THE
 LG0968'NATURAL GAS PIPELINE OF AMERICA.
 LG0968'
 LG0968'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES WEST
 LG0968'OF COOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1145 ***********************************************************************
 LH1145  DESIGNATION -  COOK RESET
 LH1145  PID         -  LH1145
 LH1145  STATE/COUNTY-  NE/HAMILTON
 LH1145  USGS QUAD   -  DONIPHAN (1993)
 LH1145
 LH1145                         *CURRENT SURVEY CONTROL
 LH1145  ___________________________________________________________________
 LH1145* NAD 83(1995)-  40 52 16.32591(N)    098 15 52.69026(W)     ADJUSTED  
 LH1145* NAVD 88     -       573.     (meters)    1880.     (feet)  SCALED    
 LH1145  ___________________________________________________________________
 LH1145  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 LH1145  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 LH1145
 LH1145  HORZ ORDER  -  THIRD
 LH1145
 LH1145.The horizontal coordinates were established by classical geodetic methods
 LH1145.and adjusted by the National Geodetic Survey in August 1997..
 LH1145
 LH1145.The orthometric height was scaled from a topographic map.
 LH1145
 LH1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1145
 LH1145.The geoid height was determined by GEOID03.
 LH1145
 LH1145;                    North         East     Units Scale Factor Converg.
 LH1145;SPC NE       -   116,699.361   646,238.151   MT  0.99971950   +1 09 00.1
 LH1145;UTM  14      - 4,524,719.597   561,965.704   MT  0.99964726   +0 28 52.4
 LH1145
 LH1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1145!SPC NE       -   0.99991404  x   0.99971950  =   0.99963357
 LH1145!UTM  14      -   0.99991404  x   0.99964726  =   0.99956133
 LH1145
 LH1145:                Primary Azimuth Mark                     Grid Az
 LH1145:SPC NE       -  RIVERSIDE POWER PLANT STACK              006 07 13.1
 LH1145:UTM  14      -  RIVERSIDE POWER PLANT STACK              006 47 20.8
 LH1145
 LH1145|---------------------------------------------------------------------|
 LH1145| PID    Reference Object                     Distance      Geod. Az  |
 LH1145|                                                           dddmmss.s |
 LH1145| LH1138 RIVERSIDE POWER PLANT STACK         APPROX. 3.2 KM 0071613.2 |
 LH1145| LH1099 PHILLIPS MUNICIPAL TANK             APPROX. 5.0 KM 0563424.8 |
 LH1145| LH1101 PHILLIPS RADIO STA KMMJ MAST        APPROX. 7.1 KM 0624111.1 |
 LH1145| CN8998 COOK AZ MK                                         0802046.3 |
 LH1145| CN8999 COOK AZ MK RESET                                   0812540.1 |
 LH1145| CN9003 COOK RM 4                            25.268 METERS 09901     |
 LH1145| CN9000 COOK RM 1                            25.252 METERS 09904     |
 LH1145| CN9004 COOK RM 5                            22.433 METERS 23611     |
 LH1145| CN9002 COOK RM 3                            22.575 METERS 23622     |
 LH1145| CN9001 COOK RM 2                            24.055 METERS 23911     |
 LH1145| LH1156 GRAND IS NEBR ST PATROL MAST        APPROX.11.2 KM 3002642.7 |
 LH1145| LH1154 GRAND IS CONSUM COOP RAD MAST       APPROX.11.6 KM 3050125.8 |
 LH1145| LH1134 GRAND IS HALL CO CTHSE              APPROX. 8.6 KM 3124051.7 |
 LH1145| LH1137 GRAND IS CONSUM COOP PWR STACK      APPROX. 9.0 KM 3135708.8 |
 LH1145|---------------------------------------------------------------------|
 LH1145
 LH1145                          SUPERSEDED SURVEY CONTROL
 LH1145
 LH1145  NAD 83(1986)-  40 52 16.33354(N)    098 15 52.69210(W) AD(       ) 3
 LH1145  NAD 27      -  40 52 16.27700(N)    098 15 51.47900(W) AD(       ) 3
 LH1145
 LH1145.Superseded values are not recommended for survey control.
 LH1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1145.See file dsdata.txt to determine how the superseded data were derived.
 LH1145
 LH1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6196624720(NAD 83)
 LH1145_MARKER: DS = TRIANGULATION STATION DISK
 LH1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1145
 LH1145  HISTORY     - Date     Condition        Report By
 LH1145  HISTORY     - 1963     MONUMENTED       CGS
 LH1145  HISTORY     - 1965     GOOD             USGS
 LH1145  HISTORY     - 1965     GOOD             CGS
 LH1145  HISTORY     - 1973     GOOD             USGS
 LH1145  HISTORY     - 1973     GOOD             NGS
 LH1145
 LH1145                          STATION DESCRIPTION
 LH1145
 LH1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LH1145'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1145'AS DESCRIBED, EXCEPT THE SURFACE STATION MARK WHICH WAS DISPLACED.
 LH1145'THE UNDERGROUND STATION MARK WAS RECOVERED AT THE BACK EDGE OF A
 LH1145'DITCH.  THE IMMEDIATE AREA WAS SLOPED AND LEVELED, THE UNDERGROUND
 LH1145'STATION WAS LOWERED, AND A SURFACE STATION MARK WAS SET.  A
 LH1145'COMPLETE DESCRIPTION FOLLOWS.
 LH1145'
 LH1145'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF GRAND ISLAND AND 3
 LH1145'MILES SOUTHWEST OF THE SMALL TOWN OF PHILLIPS ON THE NORTH
 LH1145'SIDE OF U.S. HIGHWAY 34 AT A GRAVEL CROSSROADS IN THE SOUTHEAST
 LH1145'CORNER OF SEC. 31, T 11 N., R 8 W., 60 FEET NORTH-NORTHWEST OF
 LH1145'THE INTERSECTION OF U.S. HIGHWAY 34 AND A NORTH-SOUTH GRAVEL
 LH1145'ROAD, 57.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 34,
 LH1145'31 FEET WEST OF THE CENTER OF NORTH-SOUTH GRAVEL ROAD, AND 1
 LH1145'FOOT NORTH OF A NEW STEEL WITNESS POST WITH SIGN.  THE MARK
 LH1145'PROJECTS 2 INCHES AND THE DISK IS STAMPED COOK 1950.
 LH1145'
 LH1145'TO REACH THE STATION FROM THE HALL COUNTY COURTHOUSE IN
 LH1145'GRAND ISLAND, GO SOUTH ON U.S. HIGHWAY 281 AND STATE HIGHWAY
 LH1145'2 FOR 2.5 MILES TO THE JUNCTION OF U.S. HIGHWAY 34.  TURN LEFT AND
 LH1145'GO EAST ON U.S. HIGHWAY 34 AND STATE HIGHWAY 2 FOR 4.7 MILES TO
 LH1145'GRAVEL CROSSROADS AND THE STATION ON THE LEFT AS DESCRIBED.  THIS
 LH1145'STATION MAY BE REACHED FROM THE SOUTHWEST EDGE OF PHILLIPS
 LH1145'WHERE STATE SPUR 402 CROSSES THE RAILROAD BY GOING SOUTH
 LH1145'ON STATE SPUR 402 FOR 1.7 MILES TO JUNCTION WITH U.S. HIGHWAY
 LH1145'34.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 34 FOR 2.5 MILES TO
 LH1145'GRAVEL CROSSROADS AND THE STATION ON THE RIGHT.
 LH1145'
 LH1145'REFERENCE MARK NO. 1 IS 49 FEET EAST OF THE CENTER OF THE
 LH1145'NORTH-SOUTH GRAVEL ROAD, AND 26 FEET NORTH OF THE CENTERLINE
 LH1145'OF U.S. HIGHWAY 34.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LH1145'IS STAMPED COOK NO 1 1950.
 LH1145'
 LH1145'REFERENCE MARK NO. 2 IS 105 FEET WEST OF THE CENTER OF A
 LH1145'NORTH-SOUTH GRAVEL ROAD AND 33.5 FEET NORTH OF THE CENTERLINE
 LH1145'OF U.S. HIGHWAY 34.  THE MARK PROJECTS 1 INCH AND THE DISK
 LH1145'IS STAMPED COOK NO 2 1950.
 LH1145'
 LH1145'AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION, 39 FEET SOUTH
 LH1145'OF THE CENTERLINE OF U.S. HIGHWAY 34, 1 FOOT NORTH OF THE
 LH1145'SOUTH RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF A NEW STEEL
 LH1145'WITNESS POST WITH SIGN.  THE MARK PROJECTS 2 INCHES AND THE
 LH1145'DISK IS STAMPED COOK 1950.
 LH1145'
 LH1145'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 LH1145'HIGHWAY 34 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT
 LH1145'AS DESCRIBED.
 LH1145'
 LH1145'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LH1145
 LH1145                          STATION RECOVERY (1965)
 LH1145
 LH1145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LH1145'RM 2 WAS DESTROYED BETWEEN MAY AND JUNE OF 1965.  IT HAS BEEN
 LH1145'HIT BY HEAVY MACHINE THAT HAS LEVELED THE GROUND.  THE TOP
 LH1145'HAS BEEN BROKEN AND THE REST OF THE POST HAS BEEN MOVED
 LH1145'FROM WHERE IT WAS WHEN WE LOOKED UP CONTROL IN MAY.  THIS
 LH1145'MARK HAD LEVELS RUN BY U.S.G.S., BUT WAS A USC AND GS R.M.
 LH1145'AND SET IN 1950.
 LH1145
 LH1145                          STATION RECOVERY (1965)
 LH1145
 LH1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LH1145'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 LH1145'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 LH1145'NO. 2 WAS FOUND DESTROYED BY ROAD CONSTRUCTION.  DUE TO ROAD
 LH1145'CONSTRUCTION ON U.S. HIGHWAY 34 THE AZIMUTH MARK HAD TO BE
 LH1145'RESET.
 LH1145'
 LH1145'A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE SET BY THIS PARTY.
 LH1145'
 LH1145'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1145'
 LH1145'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF GRAND ISLAND,
 LH1145'3 MILES SOUTHWEST OF THE SMALL TOWN OF PHILLIPS, IN THE NORTHWEST
 LH1145'ANGLE OF A CROSSROAD, AND IN THE SOUTHEAST QUARTER OF SECTION
 LH1145'31, T 11 N, R 8 W.
 LH1145'
 LH1145'THE STATION SURFACE MARK, A STANDARD DISK STAMPED COOK 1950,
 LH1145'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LH1145'INCHES.  IT IS 60 FEET NORTH-NORTHWEST OF THE INTERSECTION OF
 LH1145'U.S. HIGHWAY 34 AND A NORTH-SOUTH GRAVEL ROAD, 57.5 FEET NORTH
 LH1145'OF THE CENTERLINE OF U.S. HIGHWAY 34, 31 FEET WEST OF THE
 LH1145'CENTER OF THE NORTH-SOUTH GRAVEL ROAD, AND 1 FOOT NORTH OF A
 LH1145'METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LH1145'
 LH1145'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COOK NO 1 1950,
 LH1145'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 LH1145'INCHES.  IT IS 49 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 LH1145'GRAVEL ROAD AND 26 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 LH1145'34.
 LH1145'
 LH1145'REFERENCE MARK NO. 3 A STANDARD DISK STAMPED COOK NO 3 1950, IS
 LH1145'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 LH1145'IT IS 94.5 FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVEL
 LH1145'ROAD AND 32 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 34.
 LH1145'
 LH1145'AZIMUTH MARK, A STANDARD DISK STAMPED COOK 1950 RESET 1965, IS
 LH1145'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 LH1145'IT IS 75 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 34, 1.5 FEET
 LH1145'WEST OF A METAL WITNESS POST, AND ON THE EXTREME SOUTH EDGE
 LH1145'OF THE RIGHT-OF-WAY OF U.S. HIGHWAY 34.
 LH1145'
 LH1145'TO REACH THE STATION FROM THE HALL COUNTY COURTHOUSE IN GRAND
 LH1145'ISLAND, GO SOUTH ON U.S. HIGHWAY 281 AND STATE HIGHWAY 2 FOR 2.5
 LH1145'MILES TO THE JUNCTION OF HIGHWAY 34.  TURN LEFT AND GO EAST
 LH1145'ON HIGHWAY 34 FOR 4.7 MILES TO A GRAVEL CROSSROAD AND THE
 LH1145'STATION ON THE LEFT.
 LH1145'
 LH1145'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 LH1145'HIGHWAY 34 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 LH1145
 LH1145                          STATION RECOVERY (1973)
 LH1145
 LH1145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LH1145'STATION WAS RECOVERED IN GOOD CONDITION.  R.M. 1 HAS BEEN
 LH1145'BROKEN OFF.  THE STEM REMAINS AND CONCRETE POST APPARENTLY
 LH1145'UNDISTURBED R.M. 3 HAS BEEN HIT.  DISK IS STILL IN PLACE.
 LH1145'MEASURED DISTANCE IS 73.65 FT.
 LH1145
 LH1145                          STATION RECOVERY (1973)
 LH1145
 LH1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LH1145'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 LH1145'IN GOOD CONDITION.  REFERENCE MARKS 1 AND 3 WERE FOUND DESTROYED.
 LH1145'REFERENCE MARKS 4 AND 5 WERE ESTABLISHED THIS DATE.  THE 1965
 LH1145'DESCRIPTION AND ROUTE TO REACH THE STATION IS ADEQUATE FOR
 LH1145'RECOVERY.
 LH1145'
 LH1145'FOLLOWING ARE ADDITIONAL NOTES FOR THE STATION MARK AND A
 LH1145'DESCRIPTION FOR REFERENCE MARKS 4 AND 5.
 LH1145'
 LH1145'THE STATION MARK IS 7 FEET EAST-SOUTHEAST OF A CONCRETE
 LH1145'RIGHT-OF-WAY MARKER THAT PROJECTS 2 FEET AND 1 FOOT EAST
 LH1145'OF A NEW METAL WITNESS POST.
 LH1145'
 LH1145'REFERENCE MARK 4 IS A STANDARD DISK STAMPED COOK 1950 NO 4 1973,
 LH1145'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 LH1145'FLUSH WITH THE GROUND SURFACE.  IT IS 49 FEET EAST OF THE
 LH1145'CENTER OF THE NORTH-SOUTH GRAVEL ROAD AND 26 FEET NORTH OF THE
 LH1145'CENTER OF U.S. HIGHWAY 34.
 LH1145'
 LH1145'REFERENCE MARK 5 IS A STANDARD DISK STAMPED COOK 1950 NO 5 1973,
 LH1145'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 LH1145'WITH THE GROUND SURFACE.  IT IS 94.5 FEET WEST OF THE CENTER OF
 LH1145'NORTH-SOUTH GRAVELED ROAD AND 32 FEET NORTH OF THE CENTER OF
 LH1145'U.S. HIGHWAY 34.
 LH1145'
 LH1145'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES SOUTHWEST
 LH1145'OF PHILLIPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1174 ***********************************************************************
 ML1174  DESIGNATION -  COOLEY
 ML1174  PID         -  ML1174
 ML1174  STATE/COUNTY-  NE/BLAINE
 ML1174  USGS QUAD   -  BREWSTER SE (1978)
 ML1174
 ML1174                         *CURRENT SURVEY CONTROL
 ML1174  ___________________________________________________________________
 ML1174* NAD 83(1995)-  41 49 57.29057(N)    099 48 36.87824(W)     ADJUSTED  
 ML1174* NAVD 88     -       836.7    (meters)    2745.     (feet)  VERTCON   
 ML1174  ___________________________________________________________________
 ML1174  X           -    -811,040.649 (meters)                     COMP
 ML1174  Y           -  -4,690,424.544 (meters)                     COMP
 ML1174  Z           -   4,232,309.561 (meters)                     COMP
 ML1174  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 ML1174  ELLIP HEIGHT-         814.24  (meters)          (06/27/02) GPS OBS
 ML1174  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 ML1174
 ML1174  HORZ ORDER  -  FIRST
 ML1174  ELLP ORDER  -  FOURTH    CLASS I
 ML1174
 ML1174.The horizontal coordinates were established by classical geodetic methods
 ML1174.and adjusted by the National Geodetic Survey in August 1997..
 ML1174
 ML1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1174
 ML1174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML1174
 ML1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1174
 ML1174.The ellipsoidal height was determined by GPS observations
 ML1174.and is referenced to NAD 83.
 ML1174
 ML1174.The geoid height was determined by GEOID03.
 ML1174
 ML1174;                    North         East     Units Scale Factor Converg.
 ML1174;SPC NE       -   221,985.611   515,757.436   MT  0.99967481   +0 07 32.7
 ML1174;UTM  14      - 4,631,505.411   432,721.667   MT  0.99965570   -0 32 25.5
 ML1174
 ML1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1174!SPC NE       -   0.99987231  x   0.99967481  =   0.99954716
 ML1174!UTM  14      -   0.99987231  x   0.99965570  =   0.99952805
 ML1174
 ML1174|---------------------------------------------------------------------|
 ML1174| PID    Reference Object                     Distance      Geod. Az  |
 ML1174|                                                           dddmmss.s |
 ML1174| CN9009 COOLEY RM 1                          22.997 METERS 25852     |
 ML1174| CN9008 COOLEY AZ MK                                       3405351.6 |
 ML1174| CN9010 COOLEY RM 2                          16.279 METERS 34619     |
 ML1174|---------------------------------------------------------------------|
 ML1174
 ML1174                          SUPERSEDED SURVEY CONTROL
 ML1174
 ML1174  ELLIP H (08/18/97)  814.27   (m)                       GP(       ) 4 1
 ML1174  NAD 83(1986)-  41 49 57.29858(N)    099 48 36.88558(W) AD(       ) 1
 ML1174  NAD 27      -  41 49 57.29400(N)    099 48 35.43800(W) AD(       ) 1
 ML1174  NGVD 29 (07/19/86)  836.4    (m)         2744.     (f) VERT ANG       
 ML1174
 ML1174.Superseded values are not recommended for survey control.
 ML1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1174.See file dsdata.txt to determine how the superseded data were derived.
 ML1174
 ML1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM3272231505(NAD 83)
 ML1174_MARKER: DS = TRIANGULATION STATION DISK
 ML1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1174_SP_SET: CONCRETE POST
 ML1174_STAMPING: COOLEY 1934
 ML1174_MARK LOGO: CGS   
 ML1174_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1174+STABILITY: SURFACE MOTION
 ML1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1174+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1989
 ML1174
 ML1174  HISTORY     - Date     Condition        Report By
 ML1174  HISTORY     - 1934     MONUMENTED       CGS
 ML1174  HISTORY     - 1934     GOOD             CGS
 ML1174  HISTORY     - 1960     GOOD             CGS
 ML1174  HISTORY     - 1973     GOOD             NGS
 ML1174  HISTORY     - 19890522 GOOD             NGS
 ML1174
 ML1174                          STATION DESCRIPTION
 ML1174
 ML1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 ML1174'STATION IS LOCATED IN THE SOUTHEAST QUARTER SEC. 36, T. 22
 ML1174'N., R. 22 W., ABOUT 15.5 MILES NORTH OF EAST OF DUNNING,
 ML1174'ABOUT 8.0 MILES SOUTH-SOUTHEAST OF BREWSTER, AND ABOUT 1.0 MILE
 ML1174'SOUTH-SOUTHWEST OF THE HOME OF MR. C.M. COOLEY.  STATION IS
 ML1174'ON A RIDGE ON HIGHEST POINT IN THE VICINITY, ABOUT 1000 FEET
 ML1174'SOUTH OF A WINDMILL, AND PROJECTS 2 INCHES ABOVE THE GROUND.
 ML1174'
 ML1174'TO REACH FROM MILBURN POST OFFICE, GO NORTH 1.0 MILE, BEAR
 ML1174'LEFT (WEST) GO 0.5 MILE, BEAR RIGHT (NORTH) GO 5.4 MILES, TURN
 ML1174'LEFT (WEST) GO 0.4 MILE, BEAR RIGHT (NORTH) GO 2.0 MILES
 ML1174'TURN RIGHT (NORTH) GO 2.6 MILES TO BOTTOM OF HILL, WHERE
 ML1174'ROAD TURNS SHARP TO LEFT.  TURN RIGHT (EAST) THROUGH GATE IN
 ML1174'FENCE, GO 0.3 MILE TO TWO GATES.  PASS THROUGH NORTH GATE AND GO
 ML1174'EAST ALONG FENCE LINE FOR 0.25 MILE, TURN RIGHT (SOUTH) THROUGH
 ML1174'GATE AND GO 0.6 MILE OVER CATTLE TRAIL TO WINDMILL.  CLIMB
 ML1174'RIDGE TO WEST OF WINDMILL AND FOLLOW SAME TO HIGHEST POINT AND
 ML1174'STATION.
 ML1174'
 ML1174'REFERENCE NO. 1 IS LOCATED 75.65 FEET NORTHWEST OF STATION
 ML1174'AND PROJECTS 4 INCHES ABOVE GROUND.
 ML1174'
 ML1174'REFERENCE MARK NO. 2 IS LOCATED 53.69 FEET NORTH BY EAST OF
 ML1174'STATION AND PROJECTS 4 INCHES ABOVE GROUND.
 ML1174'
 ML1174'AZIMUTH MARK IS LOCATED 1.0 MILE NORTH OF STATION, 45 FEET
 ML1174'SOUTH OF WINDMILL, 55 FEET WEST OF FENCE, 1 FOOT NORTH OF
 ML1174'FENCE, AND PROJECTS 3 INCHES ABOVE GROUND.  TO REACH FROM STATION
 ML1174'FOLLOW RIDGE NORTH FOR 0.2 MILE BACK TO WINDMILL, FOLLOW TRAIL
 ML1174'NORTH FOR 0.6 MILE TO GATE, CONTINUE NORTH FOR 0.3 MILE TO
 ML1174'AZIMUTH MARK IN NORTH SIDE OF BARNYARD AT HOME OF MR. COOLEY.
 ML1174'
 ML1174'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH ARE SET IN SQUARE
 ML1174'CONCRETE POSTS.
 ML1174'
 ML1174'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 ML1174
 ML1174                          STATION RECOVERY (1934)
 ML1174
 ML1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 ML1174'RECOVERED IN GOOD CONDITION.
 ML1174
 ML1174                          STATION RECOVERY (1960)
 ML1174
 ML1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 ML1174'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 ML1174'IN GOOD CONDITION.  A LETTER OF INQUIRY FROM MR. PAUL VAN
 ML1174'NESTE STATED THAT THE AZIMUTH MARK FOR THIS STATION MIGHT BE
 ML1174'AN OBSTACLE.  HIS SON, PHIL VAN NESTE, WAS CONTACTED AT THE
 ML1174'RANCH WHERE THE AZIMUTH MARK IS LOCATED AND HE STATED THAT
 ML1174'THE MARK WAS ALRIGHT.  A NEW TO REACH FOLLOWS.
 ML1174'
 ML1174'TO REACH THE AZIMUTH MARK AND THE VAN NESTE RANCH FROM THE
 ML1174'JUNCTION OF STATE HIGHWAYS 7 AND 91 AT THE SOUTHEAST EDGE OF
 ML1174'BREWSTER, GO SOUTH AND EAST ON A GRADED ROAD FOR 8.2 MILES TO
 ML1174'THE VAN NESTE RANCH MAILBOX ON THE RIGHT AND THE DRIVEWAY TO
 ML1174'THE RANCH.  TURN RIGHT AND FOLLOW RANCH ROAD SOUTH FOR 0.8
 ML1174'MILE TO THE RANCH BUILDINGS AND THE AZIMUTH MARK.  TO REACH THE
 ML1174'STATION FROM THE RANCH, ASK PERMISSION OF MR. PHIL VAN NESTE
 ML1174'AND HE WILL GIVE YOU DIRECTIONS TO THE STATION.
 ML1174
 ML1174                          STATION RECOVERY (1973)
 ML1174
 ML1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1174'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 ML1174'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 ML1174'AND DIRECTION TO THE MARKS COMPARED FAVORABLY WITH THE 1934
 ML1174'DATA.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 ML1174'
 ML1174'THE STATION IS LOCATED 15 MILES EAST OF DUNNING, 9 MILES
 ML1174'NORTHWEST OF MILBURN, 7.5 MILES SOUTH-SOUTHEAST OF BREWSTER,
 ML1174'ON TOP OF A LOW RIDGE, ON PROPERTY OWNED BY MR. PHIL VAN NESTE,
 ML1174'WHO LIVES 1.0 MILE NORTH-NORTHWEST OF THE STATION.
 ML1174'
 ML1174'TO REACH THE STATION FROM THE POST OFFICE IN MILBURN, GO NORTH
 ML1174'ON A GRADED GRAVEL ROAD FOR 1.0 MILE TO A FORK AND SIDE ROAD.
 ML1174'BEAR LEFT AND GO WEST AND NORTH ON THE GRADED GRAVEL ROAD FOR
 ML1174'11.0 MILES TO A SIDE ROAD LEFT AND MAILBOX ON A PLOW WITH THE
 ML1174'NAME PHIL VAN NESTE.  TURN LEFT AND GO SOUTH CROSSING A CATTLE
 ML1174'GUARD, FOR 0.8 MILE TO THE SOUTH SIDE OF THE RANCH YARD AND
 ML1174'THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF THE DRIVEWAY.  TURN
 ML1174'RIGHT AND GO SOUTH TO A RED BOARD GATE THAT IS EAST OF THE
 ML1174'BARN.  PASS THROUGH GATE AND GO SOUTH FOR 50 FEET TO A SECOND
 ML1174'GATE.  PASS THROUGH GATE GOING OUT OF BARNYARD, AND CONTINUE
 ML1174'SOUTH ON TRACK ROAD FOR 0.1 MILE TO THREE-WAY FORK.  TAKE THE
 ML1174'MIDDLE FORK AND CONTINUE SOUTH UPHILL FOR 0.2 MILE TO A
 ML1174'EAST-WEST FENCE AND GATE.  PASS THROUGH GATE AND GO
 ML1174'SOUTHERLY ON TRACK ROAD FOR 0.6 MILE TO GATE IN NORTH-SOUTH
 ML1174'FENCE, JUST NORTH OF TWO WINDMILLS.  PASS THROUGH GATE AND
 ML1174'GO SOUTHEAST 0.4 MILE ON DIM TRACK ROAD LEADING TO A LOW
 ML1174'NOTCH IN THE HILLSIDE.  CLIMB TO THE NOTCH, THEN TURN SHARP
 ML1174'RIGHT AND GO WEST 0.1 MILE ON THE NORTH SIDE OF THE HILL,
 ML1174'TO THE WEST END OF THE RIDGE.  TURN LEFT AND GO EAST UP THE
 ML1174'RIDGE FOR 0.05 MILE TO THE HIGHEST POINT AND THE STATION.
 ML1174'
 ML1174'THE STATION MARK IS A STANDARD DISK STAMPED COOLEY 1934
 ML1174'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 ML1174'PROJECTS 2.5 FEET ABOVE GROUND.  IT IS 2.9 FEET SOUTHWEST
 ML1174'OF A WITNESS POST WITH SIGN, AND ABOUT 10.0 FEET WEST OF THE
 ML1174'HIGHEST POINT OF THE HILL.
 ML1174'
 ML1174'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COOLEY NO 1 1934
 ML1174'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 ML1174'PROJECTS 10 INCHES ON THE LOWER SIDE OF THE HILL.  IT IS 79.1
 ML1174'FEET SOUTHWEST OF A WITNESS POST WITH SIGN, AND ABOUT 10 FEET
 ML1174'LOWER THEN THE STATION.
 ML1174'
 ML1174'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COOLEY NO 2 1934
 ML1174'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 ML1174'PROJECTS 8 INCHES ABOVE GROUND, ON THE LOWER SIDE OF THE
 ML1174'HILL.  IT IS 53.8 FEET NORTHWEST OF A WITNESS POST WITH SIGN,
 ML1174'AND ABOUT 6 FEET LOWER THEN THE STATION.
 ML1174'
 ML1174'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COOLEY AZI 1934
 ML1174'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 ML1174'PROJECTS 10 INCHES ABOVE GROUND.  IT IS 38.5 FEET EAST OF A WHITE
 ML1174'YARD FENCE, 38.5 FEET NORTH OF A TRACK ROAD, AND 5.5 FEET
 ML1174'SOUTHEAST OF AN ELM TREE.
 ML1174'
 ML1174'HEIGHT OF LIGHT ABOVE STATION MARK 13.5 FEET.
 ML1174'
 ML1174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 ML1174'SOUTH-SOUTHEAST OF BREWSTER
 ML1174
 ML1174                          STATION RECOVERY (1989)
 ML1174
 ML1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML1174'THE STATION IS LOCATED ABOUT 24.9 KM (15.45 MI) EAST OF DUNNING, 12.9
 ML1174'KM (8.00 MI) SOUTHEAST OF BREWSTER, 0.48 KM (0.30 MI) SOUTHEAST OF A
 ML1174'WINDMILL AND WATER TANK IN A PASTURE.  OWNERSHIP--PHILLIP VAN NESTE,
 ML1174'BOX 53, MILBURN, NE 68857, TELEPHONE IS 308-547-2426.
 ML1174'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7, STATE
 ML1174'HIGHWAY 91 AND A PAVED ROAD SOUTH, AT THE SOUTHEAST EDGE OF BREWSTER,
 ML1174'GO SOUTH ON THE PAVED THEN GRAVELED ROAD FOR 6.9 KM (4.30 MI) TO A
 ML1174'ROAD RIGHT.  CONTINUE AHEAD AND GO EASTERLY ALONG THE GRAVELED ROAD
 ML1174'FOR 0.95 KM (0.60 MI) TO A CURVE SOUTH.  CONTINUE SOUTH FOR 1.6 KM
 ML1174'(1.00 MI) TO A CURVE EAST.  CONTINUE EAST FOR 2.0 KM (1.25 MI) TO A
 ML1174'RANCH ROAD ON THE RIGHT TO THE VAN NESTE HOMESTEAD.  TURN RIGHT AND GO
 ML1174'SOUTH FOR 1.2 KM (0.75 MI) TO A RANCH HOUSE AND A CORRAL AT THE EAST
 ML1174'END OF A BARN.  TURN RIGHT AND PASS THROUGH 2 WOODEN GATES OF THE
 ML1174'CORRAL AND GO SOUTH ON A TRACK ROAD FOR 0.48 KM (0.30 MI) TO A WIRE
 ML1174'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHERLY ON A ROUGH TRACK
 ML1174'ROAD FOR 0.97 KM (0.60 MI) TO A WINDMILL.  KEEP WEST OF THE WINDMILL
 ML1174'AND GO SOUTH THEN EASTERLY, ROUNDING A KNOLL SOUTH OF THE WINDMILL,
 ML1174'THEN MAKE WAY TO THE HIGHEST AND EAST-NORTHEAST POINT OF A RIDGE AND
 ML1174'THE STATION.
 ML1174'THE STATION MARK IS SET 23.25 M (76.3 FT) EAST-NORTHEAST OF A CGS
 ML1174'REFERENCE MARK DISK STAMPED ---COOLEY NO1 1934---, 16.4 M (53.8 FT)
 ML1174'SOUTH-SOUTHEAST OF A CGS REFERENCE MARK DISK STAMPED ---COOLEY NO2
 ML1174'1934---, 0.9 M (3.0 FT) WEST-SOUTHWEST OF A WITNESS POST AND PROJECTS
 ML1174'0.45 M (1.5 FT) ABOVE THE SURFACE.
 ML1174'DESCRIBED BY E.A.RICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0193 ***********************************************************************
 LG0193  DESIGNATION -  COON
 LG0193  PID         -  LG0193
 LG0193  STATE/COUNTY-  NE/JOHNSON
 LG0193  USGS QUAD   -  TECUMSEH NW (1965)
 LG0193
 LG0193                         *CURRENT SURVEY CONTROL
 LG0193  ___________________________________________________________________
 LG0193* NAD 83(1995)-  40 25 50.72591(N)    096 11 21.66675(W)     ADJUSTED  
 LG0193* NAVD 88     -       395.990  (meters)    1299.18   (feet)  ADJUSTED  
 LG0193  ___________________________________________________________________
 LG0193  LAPLACE CORR-          -7.42  (seconds)                    DEFLEC99
 LG0193  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 LG0193  DYNAMIC HT  -         395.778 (meters)    1298.48  (feet)  COMP
 LG0193  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 LG0193
 LG0193  HORZ ORDER  -  SECOND
 LG0193  VERT ORDER  -  SECOND    CLASS 0
 LG0193
 LG0193.The horizontal coordinates were established by classical geodetic methods
 LG0193.and adjusted by the National Geodetic Survey in August 1997..
 LG0193
 LG0193.The orthometric height was determined by differential leveling
 LG0193.and adjusted by the National Geodetic Survey in June 1991..
 LG0193
 LG0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0193
 LG0193.The geoid height was determined by GEOID03.
 LG0193
 LG0193.The dynamic height is computed by dividing the NAVD 88
 LG0193.geopotential number by the normal gravity value computed on the
 LG0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0193.degrees latitude (g = 980.6199 gals.).
 LG0193
 LG0193.The modeled gravity was interpolated from observed gravity values.
 LG0193
 LG0193;                    North         East     Units Scale Factor Converg.
 LG0193;SPC NE       -    73,456.272   823,193.329   MT  0.99983298   +2 31 31.1
 LG0193;UTM  14      - 4,479,362.948   738,417.117   MT  1.00029976   +1 49 25.1
 LG0193
 LG0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0193!SPC NE       -   0.99994234  x   0.99983298  =   0.99977533
 LG0193!UTM  14      -   0.99994234  x   1.00029976  =   1.00024208
 LG0193
 LG0193:                Primary Azimuth Mark                     Grid Az
 LG0193:SPC NE       -  MUDDY                                    001 33 05.1
 LG0193:UTM  14      -  MUDDY                                    002 15 11.1
 LG0193
 LG0193|---------------------------------------------------------------------|
 LG0193| PID    Reference Object                     Distance      Geod. Az  |
 LG0193|                                                           dddmmss.s |
 LG0193| LG0970 MUDDY                               APPROX.11.9 KM 0040436.2 |
 LG0193| LG0969 COOK MUNICIPAL TANK                 APPROX. 9.4 KM 0155316.9 |
 LG0193| CL6269 COON AZ MK                                         0942058.8 |
 LG0193| LG0194 COON RM 1                            22.050 METERS 09944     |
 LG0193| LG0192 COON RM 2                            21.262 METERS 25932     |
 LG0193| LG0968 COOK RELAY TOWER                    APPROX.11.8 KM 3554739.6 |
 LG0193|---------------------------------------------------------------------|
 LG0193
 LG0193                          SUPERSEDED SURVEY CONTROL
 LG0193
 LG0193  NAD 83(1986)-  40 25 50.73355(N)    096 11 21.66279(W) AD(       ) 2
 LG0193  NGVD 29 (??/??/92)  395.894  (m)         1298.86   (f) ADJ UNCH    2 0
 LG0193
 LG0193.Superseded values are not recommended for survey control.
 LG0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0193.See file dsdata.txt to determine how the superseded data were derived.
 LG0193
 LG0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3841779363(NAD 83)
 LG0193_MARKER: DS = TRIANGULATION STATION DISK
 LG0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0193_STAMPING: COON 1961
 LG0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0193+STABILITY: SURFACE MOTION
 LG0193
 LG0193  HISTORY     - Date     Condition        Report By
 LG0193  HISTORY     - 1961     MONUMENTED       CGS
 LG0193
 LG0193                          STATION DESCRIPTION
 LG0193
 LG0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0193'6.4 MI NE FROM TECUMSEH.
 LG0193'0.7 MILE EAST ALONG CLAY STREET FROM THE COURTHOUSE AT TECUMSEH,
 LG0193'THENCE 4.7 MILES NORTH ALONG STATE HIGHWAY 50, THENCE 0.6 MILE
 LG0193'WEST ALONG A PAVED ROAD, THENCE 0.45 MILE SOUTH ALONG A PAVED
 LG0193'ROAD TO THE SOUTH SIDE OF THE SITE, 91 FEET SOUTH OF THE SITE
 LG0193'FENCE, 75 FEET EAST OF R.M. 2, 72 FEET WEST OF R.M. 1, 12.6 FEET
 LG0193'NORTH OF THE PROPERTY FENCE, 2 FEET SOUTH OF A METAL WITNESS POST
 LG0193'WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES
 LG0193'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0190 ***********************************************************************
 LG0190  DESIGNATION -  COON AZ MK
 LG0190  PID         -  LG0190
 LG0190  STATE/COUNTY-  NE/JOHNSON
 LG0190  USGS QUAD   -  TECUMSEH NW (1965)
 LG0190
 LG0190                         *CURRENT SURVEY CONTROL
 LG0190  ___________________________________________________________________
 LG0190* NAD 83(1986)-  40 25 48.     (N)    096 10 47.     (W)     SCALED    
 LG0190* NAVD 88     -       388.342  (meters)    1274.09   (feet)  ADJUSTED  
 LG0190  ___________________________________________________________________
 LG0190  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 LG0190  DYNAMIC HT  -         388.134 (meters)    1273.40  (feet)  COMP
 LG0190  MODELED GRAV-     980,077.9   (mgal)                       NAVD 88
 LG0190
 LG0190  VERT ORDER  -  SECOND    CLASS 0
 LG0190
 LG0190.The horizontal coordinates were scaled from a topographic map and have
 LG0190.an estimated accuracy of +/- 6 seconds.
 LG0190
 LG0190.The orthometric height was determined by differential leveling
 LG0190.and adjusted by the National Geodetic Survey in June 1991..
 LG0190
 LG0190.The geoid height was determined by GEOID03.
 LG0190
 LG0190.The dynamic height is computed by dividing the NAVD 88
 LG0190.geopotential number by the normal gravity value computed on the
 LG0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0190.degrees latitude (g = 980.6199 gals.).
 LG0190
 LG0190.The modeled gravity was interpolated from observed gravity values.
 LG0190
 LG0190;                    North         East    Units  Estimated Accuracy
 LG0190;SPC NE       -    73,410.      824,010.      MT  (+/- 180 meters Scaled)
 LG0190
 LG0190                          SUPERSEDED SURVEY CONTROL
 LG0190
 LG0190  NGVD 29 (??/??/92)  388.248  (m)         1273.78   (f) ADJ UNCH    2 0
 LG0190
 LG0190.Superseded values are not recommended for survey control.
 LG0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0190.See file dsdata.txt to determine how the superseded data were derived.
 LG0190
 LG0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK392793(NAD 83)
 LG0190_MARKER: DZ = AZIMUTH MARK DISK
 LG0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0190_STAMPING: COON 1961
 LG0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0190+STABILITY: SURFACE MOTION
 LG0190
 LG0190  HISTORY     - Date     Condition        Report By
 LG0190  HISTORY     - 1961     MONUMENTED       CGS
 LG0190
 LG0190                          STATION DESCRIPTION
 LG0190
 LG0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0190'5 MI NE FROM TECUMSEH.
 LG0190'0.7 MILE EAST ALONG CLAY STREET FROM THE COURTHOUSE AT TECUMSEH,
 LG0190'THENCE 4.3 MILES NORTH ALONG STATE HIGHWAY 50, 54 FEET EAST
 LG0190'OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET NORTH OF A TELEPHONE
 LG0190'POLE, 1.6 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN,
 LG0190'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES
 LG0190'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0194 ***********************************************************************
 LG0194  DESIGNATION -  COON RM 1
 LG0194  PID         -  LG0194
 LG0194  STATE/COUNTY-  NE/JOHNSON
 LG0194  USGS QUAD   -  TECUMSEH NW (1965)
 LG0194
 LG0194                         *CURRENT SURVEY CONTROL
 LG0194  ___________________________________________________________________
 LG0194* NAD 83(1986)-  40 25 54.     (N)    096 11 23.     (W)     SCALED    
 LG0194* NAVD 88     -       394.660  (meters)    1294.81   (feet)  ADJUSTED  
 LG0194  ___________________________________________________________________
 LG0194  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 LG0194  DYNAMIC HT  -         394.449 (meters)    1294.12  (feet)  COMP
 LG0194  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 LG0194
 LG0194  VERT ORDER  -  SECOND    CLASS 0
 LG0194
 LG0194.The horizontal coordinates were scaled from a topographic map and have
 LG0194.an estimated accuracy of +/- 6 seconds.
 LG0194
 LG0194.The orthometric height was determined by differential leveling
 LG0194.and adjusted by the National Geodetic Survey in June 1991..
 LG0194
 LG0194.The geoid height was determined by GEOID03.
 LG0194
 LG0194.The dynamic height is computed by dividing the NAVD 88
 LG0194.geopotential number by the normal gravity value computed on the
 LG0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0194.degrees latitude (g = 980.6199 gals.).
 LG0194
 LG0194.The modeled gravity was interpolated from observed gravity values.
 LG0194
 LG0194;                    North         East    Units  Estimated Accuracy
 LG0194;SPC NE       -    73,560.      823,160.      MT  (+/- 180 meters Scaled)
 LG0194
 LG0194                          SUPERSEDED SURVEY CONTROL
 LG0194
 LG0194  NGVD 29 (??/??/92)  394.564  (m)         1294.50   (f) ADJ UNCH    2 0
 LG0194
 LG0194.Superseded values are not recommended for survey control.
 LG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0194.See file dsdata.txt to determine how the superseded data were derived.
 LG0194
 LG0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK383794(NAD 83)
 LG0194_MARKER: DR = REFERENCE MARK DISK
 LG0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0194_STAMPING: COON NO 1 1961
 LG0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0194+STABILITY: SURFACE MOTION
 LG0194
 LG0194  HISTORY     - Date     Condition        Report By
 LG0194  HISTORY     - 1961     MONUMENTED       CGS
 LG0194
 LG0194                          STATION DESCRIPTION
 LG0194
 LG0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0194'6.4 MI NE FROM TECUMSEH.
 LG0194'0.7 MILE EAST ALONG CLAY STREET FROM THE COURTHOUSE IN TECUMSEH,
 LG0194'THENCE 4.7 MILES NORTH ALONG STATE HIGHWAY 50, THENCE 0.6 MILE
 LG0194'WEST ALONG A PAVED ROAD, THENCE 0.45 MILE SOUTH ALONG A PAVED
 LG0194'ROAD TO THE SOUTH SIDE OF THE SITE, 101 FEET SOUTH OF A FENCE, 72
 LG0194'FEET EAST OF A TRIANGULATION STATION, 11 INCHES NORTH OF THE
 LG0194'PROPERTY FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 8
 LG0194'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0192 ***********************************************************************
 LG0192  DESIGNATION -  COON RM 2
 LG0192  PID         -  LG0192
 LG0192  STATE/COUNTY-  NE/JOHNSON
 LG0192  USGS QUAD   -  TECUMSEH NW (1965)
 LG0192
 LG0192                         *CURRENT SURVEY CONTROL
 LG0192  ___________________________________________________________________
 LG0192* NAD 83(1986)-  40 25 54.     (N)    096 11 23.     (W)     SCALED    
 LG0192* NAVD 88     -       396.495  (meters)    1300.83   (feet)  ADJUSTED  
 LG0192  ___________________________________________________________________
 LG0192  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 LG0192  DYNAMIC HT  -         396.284 (meters)    1300.14  (feet)  COMP
 LG0192  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 LG0192
 LG0192  VERT ORDER  -  SECOND    CLASS 0
 LG0192
 LG0192.The horizontal coordinates were scaled from a topographic map and have
 LG0192.an estimated accuracy of +/- 6 seconds.
 LG0192
 LG0192.The orthometric height was determined by differential leveling
 LG0192.and adjusted by the National Geodetic Survey in June 1991..
 LG0192
 LG0192.The geoid height was determined by GEOID03.
 LG0192
 LG0192.The dynamic height is computed by dividing the NAVD 88
 LG0192.geopotential number by the normal gravity value computed on the
 LG0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0192.degrees latitude (g = 980.6199 gals.).
 LG0192
 LG0192.The modeled gravity was interpolated from observed gravity values.
 LG0192
 LG0192;                    North         East    Units  Estimated Accuracy
 LG0192;SPC NE       -    73,560.      823,160.      MT  (+/- 180 meters Scaled)
 LG0192
 LG0192                          SUPERSEDED SURVEY CONTROL
 LG0192
 LG0192  NGVD 29 (??/??/92)  396.400  (m)         1300.52   (f) ADJ UNCH    2 0
 LG0192
 LG0192.Superseded values are not recommended for survey control.
 LG0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0192.See file dsdata.txt to determine how the superseded data were derived.
 LG0192
 LG0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK383794(NAD 83)
 LG0192_MARKER: DR = REFERENCE MARK DISK
 LG0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0192_STAMPING: COON NO 2 1961
 LG0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0192+STABILITY: SURFACE MOTION
 LG0192
 LG0192  HISTORY     - Date     Condition        Report By
 LG0192  HISTORY     - 1961     MONUMENTED       CGS
 LG0192
 LG0192                          STATION DESCRIPTION
 LG0192
 LG0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0192'6.4 MI NE FROM TECUMSEH.
 LG0192'0.7 MILE EAST ALONG CLAY STREET FROM THE COURTHOUSE AT TECUMSEH,
 LG0192'THENCE 4.7 MILES NORTH ALONG STATE HIGHWAY 50, THENCE 0.6 MILE
 LG0192'WEST ALONG A PAVED ROAD, THENCE 0.45 MILE SOUTH ALONG A PAVED
 LG0192'ROAD TO THE SOUTH SIDE OF THE SITE, 106 FEET SOUTH OF A FENCE,
 LG0192'75 FEET WEST OF A TRIANGULATION STATION, 8-INCHES NORTH OF THE
 LG0192'FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES
 LG0192'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2018 ***********************************************************************
 MK2018  DESIGNATION -  COOP
 MK2018  PID         -  MK2018
 MK2018  STATE/COUNTY-  NE/SAUNDERS
 MK2018  USGS QUAD   -  MEAD (1981)
 MK2018
 MK2018                         *CURRENT SURVEY CONTROL
 MK2018  ___________________________________________________________________
 MK2018* NAD 83(1995)-  41 13 41.03824(N)    096 29 06.55906(W)     ADJUSTED  
 MK2018* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 MK2018  ___________________________________________________________________
 MK2018  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 MK2018  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 MK2018
 MK2018  HORZ ORDER  -  SECOND
 MK2018
 MK2018.The horizontal coordinates were established by classical geodetic methods
 MK2018.and adjusted by the National Geodetic Survey in August 1997..
 MK2018
 MK2018.The orthometric height was scaled from a topographic map.
 MK2018
 MK2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2018
 MK2018.The geoid height was determined by GEOID03.
 MK2018
 MK2018;                    North         East     Units Scale Factor Converg.
 MK2018;SPC NE       -   160,838.526   794,522.104   MT  0.99967029   +2 19 45.4
 MK2018;UTM  14      - 4,567,124.811   710,780.580   MT  1.00014682   +1 39 28.9
 MK2018
 MK2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2018!SPC NE       -   0.99994666  x   0.99967029  =   0.99961697
 MK2018!UTM  14      -   0.99994666  x   1.00014682  =   1.00009347
 MK2018
 MK2018|---------------------------------------------------------------------|
 MK2018| PID    Reference Object                     Distance      Geod. Az  |
 MK2018|                                                           dddmmss.s |
 MK2018| CL6270 COOP RM 1                                          06828     |
 MK2018| MK2019 YUTAN MUNICIPAL TANK                APPROX. 7.3 KM 0743016.1 |
 MK2018| MK2016 STORM                               APPROX. 3.4 KM 0924815.6 |
 MK2018| CL6271 COOP RM 2                                          09943     |
 MK2018| MK2017 MEAD MUNICIPAL TANK                 243.002 METERS 22003     |
 MK2018|---------------------------------------------------------------------|
 MK2018
 MK2018                          SUPERSEDED SURVEY CONTROL
 MK2018
 MK2018  NAD 83(1986)-  41 13 41.04861(N)    096 29 06.56163(W) AD(       ) 2
 MK2018  NAD 27      -  41 13 41.04074(N)    096 29 05.46667(W) AD(       ) 2
 MK2018
 MK2018.Superseded values are not recommended for survey control.
 MK2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2018.See file dsdata.txt to determine how the superseded data were derived.
 MK2018
 MK2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1078167125(NAD 83)
 MK2018_MARKER: DS = TRIANGULATION STATION DISK
 MK2018_SETTING: 0 = UNSPECIFIED SETTING
 MK2018
 MK2018  HISTORY     - Date     Condition        Report By
 MK2018  HISTORY     - 1959     MONUMENTED       CGS
 MK2018  HISTORY     - 1961     GOOD             CGS
 MK2018  HISTORY     - 1967     GOOD             USGS
 MK2018  HISTORY     - 1970     GOOD             NGS
 MK2018
 MK2018                          STATION DESCRIPTION
 MK2018
 MK2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK2018'THE STATION IS LOCATED IN THE TOWN OF MEAD, ON THE TOP OF ONE OF
 MK2018'THE GRAIN BINS OF THE MEAD CO-OP GRAIN ELEVATOR.  IT IS THE
 MK2018'TALLER AND LARGER ONE OF TWO GRAIN ELEVATORS IN THE TOWN OF MEAD.
 MK2018'
 MK2018'THE STATION IS A STANDARD DISK STAMPED COOP 1959 SET IN A DRILL
 MK2018'HOLE IN THE CONCRETE FLOORING WHICH COVERS THE TOP OF THE GRAIN
 MK2018'BINS.  IT IS 20.4 FEET SOUTHEAST OF THE SOUTH EDGE OF A WINDOW,
 MK2018'12.9 FEET EAST-NORTHEAST OF THE EAST EDGE OF A DOOR LEADING
 MK2018'OUT OF THE ELEVATOR ON THE TOP AND EAST EDGE OF THE GRAIN BINS.
 MK2018
 MK2018                          STATION RECOVERY (1961)
 MK2018
 MK2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 MK2018'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MK2018'THE MARK, A STANDARD DISK STAMPED COOP 1959, IS CEMENTED IN A
 MK2018'DRILL HOLE IN THE CONCRETE TOP OF THE FARMERS CO-OP GRAIN ELEVATOR
 MK2018'IN MEAD.  IT IS IN THE SOUTHEAST PORTION OF THE ROOF OF THE
 MK2018'STRUCTURE, 22.85 FEET SOUTH-SOUTHWEST OF A 1/2 INCH STEEL ROD
 MK2018'PROJECTING 4 FEET ABOVE THE NORTHEAST EDGE OF THE ROOF, 21.5
 MK2018'FEET NORTH OF THE SOUTH EDGE OF THE SOUTHEAST GRAIN BIN, 12.8
 MK2018'FEET EAST OF THE NORTHEAST EDGE OF THE DOOR IN THE SOUTHEAST
 MK2018'FACE OF THE HEAD-HOUSE, 7.25 FEET WEST OF A CROSS CHISELED IN
 MK2018'THE EAST EDGE OF THE ROOF AND 4.5 FEET SOUTHEAST OF A STEEL
 MK2018'LID, 30 INCHES IN DIAMETER, WITH A NUMBER 3 PAINTED UPON ITS
 MK2018'SURFACE.  WHEN NOT IN USE THE MARK IS COVERED WITH SAND AND
 MK2018'GRAVEL.
 MK2018'
 MK2018'REFERENCE MARKS 1 AND 2 WERE ESTABLISHED THIS YEAR.  THEY ARE
 MK2018'SITUATED ON THE NORTH AND SOUTH SIDES OF THE EAST ENTRANCE
 MK2018'ROAD TO THE GRAIN ELEVATOR.
 MK2018'
 MK2018'REFERENCE MARK 1, A STANDARD DISK STAMPED COOP NO 1 1959, IS SET
 MK2018'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 MK2018'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 38.0 FEET
 MK2018'NORTH OF THE CENTER OF THE ROAD, 38.0 FEET SOUTHEAST OF A
 MK2018'RAILROAD SIDING SWITCH AND 2.0 FEET NORTHWEST OF A METAL WITNESS
 MK2018'POST WITH SIGN.
 MK2018'
 MK2018'AN UNDERGROUND MARK WAS SET AT REFERENCE MARK 1.  IT IS A
 MK2018'STANDARD REFERENCE MARK DISK, STAMPED COOP NO 1 1959, SET IN
 MK2018'THE TOP OF A MASS OF CONCRETE 43 INCHES BELOW THE SURFACE OF
 MK2018'THE GROUND.
 MK2018'
 MK2018'REFERENCE MARK 2, A STANDARD DISK STAMPED COOP NO 2 1959, IS SET
 MK2018'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 MK2018'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 113.0 FEET
 MK2018'SOUTH OF THE CENTER OF THE ROAD AND 1.5 FEET NORTHWEST OF A
 MK2018'NORTHEAST FENCE CORNER.
 MK2018'
 MK2018'REFERENCE MARKS 1 AND 2 WERE OCCUPPIED.
 MK2018'
 MK2018'A SMALL SELF-OPERATING ELEVATOR WAS USED TO REACH THE STATION.
 MK2018'PERMISSION TO USE THIS FACILITY CAN BE OBTAINED FROM THE MANAGER
 MK2018'AT THE CO-OP ELEVATOR.
 MK2018
 MK2018                          STATION RECOVERY (1967)
 MK2018
 MK2018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (GLD)
 MK2018'THE STATION MARK AND BOTH REFERENCE MARKS WERE FOUND IN GOOD
 MK2018'CONDITION.  THERE IS NO AZIMUTH MARK.  THE OLD DESCRIPTION ADEQUATE.
 MK2018
 MK2018                          STATION RECOVERY (1970)
 MK2018
 MK2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MK2018'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 MK2018'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS
 MK2018'FOUND ADEQUATE FOR RECOVERY.
 MK2018'
 MK2018'A BUILDING IS BEING CONSTRUCTED NEAR REFERENCE MARK NO. 1 AND THE
 MK2018'MARK WILL BE ABOUT 5 FEET NORTH OF THE WEST SIDE OF THE BUILDING.
 MK2018'
 MK2018'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1089 ***********************************************************************
 ML1089  DESIGNATION -  CORDING
 ML1089  PID         -  ML1089
 ML1089  STATE/COUNTY-  NE/HOWARD
 ML1089  USGS QUAD   -  CUSHING (1955)
 ML1089
 ML1089                         *CURRENT SURVEY CONTROL
 ML1089  ___________________________________________________________________
 ML1089* NAD 83(1995)-  41 17 28.93202(N)    098 18 16.77779(W)     ADJUSTED  
 ML1089* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 ML1089  ___________________________________________________________________
 ML1089  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 ML1089  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 ML1089
 ML1089  HORZ ORDER  -  THIRD
 ML1089
 ML1089.The horizontal coordinates were established by classical geodetic methods
 ML1089.and adjusted by the National Geodetic Survey in August 1997..
 ML1089
 ML1089.The orthometric height was scaled from a topographic map.
 ML1089
 ML1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1089
 ML1089.The geoid height was determined by GEOID03.
 ML1089
 ML1089;                    North         East     Units Scale Factor Converg.
 ML1089;SPC NE       -   163,270.921   641,951.124   MT  0.99966557   +1 07 24.6
 ML1089;UTM  14      - 4,571,335.851   558,221.019   MT  0.99964172   +0 27 31.9
 ML1089
 ML1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1089!SPC NE       -   0.99991037  x   0.99966557  =   0.99957597
 ML1089!UTM  14      -   0.99991037  x   0.99964172  =   0.99955212
 ML1089
 ML1089|---------------------------------------------------------------------|
 ML1089| PID    Reference Object                     Distance      Geod. Az  |
 ML1089|                                                           dddmmss.s |
 ML1089| CN9028 CORDING RM 1                         13.688 METERS 03050     |
 ML1089| ML1090 L 11 9                               11.008 METERS 12955     |
 ML1089| CN9027 CORDING AZ MK                                      1995604.3 |
 ML1089|---------------------------------------------------------------------|
 ML1089
 ML1089                          SUPERSEDED SURVEY CONTROL
 ML1089
 ML1089  NAD 83(1986)-  41 17 28.93879(N)    098 18 16.78158(W) AD(       ) 3
 ML1089  NAD 27      -  41 17 28.89400(N)    098 18 15.54600(W) AD(       ) 3
 ML1089
 ML1089.Superseded values are not recommended for survey control.
 ML1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1089.See file dsdata.txt to determine how the superseded data were derived.
 ML1089
 ML1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5822171336(NAD 83)
 ML1089_MARKER: DS = TRIANGULATION STATION DISK
 ML1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1089
 ML1089  HISTORY     - Date     Condition        Report By
 ML1089  HISTORY     - 1950     MONUMENTED       CGS
 ML1089
 ML1089                          STATION DESCRIPTION
 ML1089
 ML1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1089'THE STATION IS LOCATED ABOUT 8 MILES NORTWEST OF PALMER AND
 ML1089'4 MILES EAST OF CUSHING, ON THE CREST OF A PROMINENT HILL
 ML1089'WHICH IS ABOUT 0.5 MILE NORTH OF AN EAST-WEST DIRT ROAD.
 ML1089'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CORDING
 ML1089'1950.
 ML1089'
 ML1089'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION.  THE MARK
 ML1089'PROJECTS 6 INCHES AND THE DISK IS STAMPED CORDING NO 1 1950.
 ML1089'
 ML1089'BM L-11-9 (USBR) (R.M. NO. 2) IS SOUTHEAST OF THE STATION.
 ML1089'IT IS A BUREAU OF RECLAIMATION DISK SET IN TOP OF A 6 BY 6
 ML1089'INCH CONCRETE POST WHICH PROJECTS 4 INCHES.  THE DISK IS
 ML1089'STAMPED L-11-9.
 ML1089'
 ML1089'THE AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF AN EAST-WEST
 ML1089'DIRT ROAD, 5 FEET WEST OF A WITNESS POST, 3 FEET EAST-NORTHEAST
 ML1089'OF A POWER LINE BRACE POLE AND 1-1/2 FEET NORTH OF A RIGHT-OF-WAY
 ML1089'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 ML1089'CORDING 1950.
 ML1089'
 ML1089'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 ML1089'CORDING TO BM L-11-9 (USBR).  THE DISTANCE IS AS SHOWN ABOVE.
 ML1089'
 ML1089'TO REACH THE STATION FROM THE POST OFFICE IN PALMER, GO EAST
 ML1089'ON THE MAIN STREET FOR 0.35 MILE TO A GRAVEL ROAD.  TURN LEFT
 ML1089'AND GO NORTH FOR 3.65 MILES TO THE LOUP RIVER BRIDGE.  CROSS
 ML1089'THE BRIDGE, TAKE LEFT FORK AND GO NORTH FOR 0.75 MILE TO A
 ML1089'DIRT CROSS ROAD.  TURN LEFT AND GO WEST FOR 3.15 MILES TO A
 ML1089'WIRE GATE ON THE LEFT.  TURN RIGHT, PASS THROUGH GATE, TURN
 ML1089'RIGHT AND GO EAST ALONG NORTH SIDE OF A FENCE ON A DIM TRACK
 ML1089'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  TURN
 ML1089'LEFT AND GO NORTHERLY OVER A DIM PASTURE ROAD FOR 0.4 MILE
 ML1089'TO A WIRE FENCE.  THE STATION IS ABOUT 0.15 MILE NORTHWEST
 ML1089'OF THIS FENCE, AND ON THE CREST OF THE HILL.
 ML1089'
 ML1089'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0863 ***********************************************************************
 LG0863  DESIGNATION -  CORDING
 LG0863  PID         -  LG0863
 LG0863  STATE/COUNTY-  NE/THAYER
 LG0863  USGS QUAD   -  HEBRON (1980)
 LG0863
 LG0863                         *CURRENT SURVEY CONTROL
 LG0863  ___________________________________________________________________
 LG0863* NAD 83(1995)-  40 10 36.26140(N)    097 34 34.23497(W)     ADJUSTED  
 LG0863* NAVD 88     -       476.     (meters)    1562.     (feet)  SCALED    
 LG0863  ___________________________________________________________________
 LG0863  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 LG0863  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 LG0863
 LG0863  HORZ ORDER  -  FIRST
 LG0863
 LG0863.The horizontal coordinates were established by classical geodetic methods
 LG0863.and adjusted by the National Geodetic Survey in August 1997..
 LG0863
 LG0863.The orthometric height was scaled from a topographic map.
 LG0863
 LG0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0863
 LG0863.The geoid height was determined by GEOID03.
 LG0863
 LG0863;                    North         East     Units Scale Factor Converg.
 LG0863;SPC NE       -    41,023.343   706,402.466   MT  0.99992479   +1 36 22.5
 LG0863;UTM  14      - 4,448,345.713   621,225.352   MT  0.99978090   +0 55 07.3
 LG0863
 LG0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0863!SPC NE       -   0.99992950  x   0.99992479  =   0.99985430
 LG0863!UTM  14      -   0.99992950  x   0.99978090  =   0.99971042
 LG0863
 LG0863:                Primary Azimuth Mark                     Grid Az
 LG0863:SPC NE       -  BRUNING MUNICIPAL TANK                   001 10 24.5
 LG0863:UTM  14      -  BRUNING MUNICIPAL TANK                   001 51 39.7
 LG0863
 LG0863|---------------------------------------------------------------------|
 LG0863| PID    Reference Object                     Distance      Geod. Az  |
 LG0863|                                                           dddmmss.s |
 LG0863| LG0852 BRUNING MUNICIPAL TANK              APPROX.17.6 KM 0024647.0 |
 LG0863| LG0854 BELVIDERE MUNICIPAL TANK            APPROX. 8.8 KM 0101628.1 |
 LG0863| CN9025 CORDING RM 1                         20.532 METERS 07120     |
 LG0863| LG0833 ST PAULS LUTHERAN CHURCH SPIRE      APPROX.13.4 KM 1234101.6 |
 LG0863| LG0861 HEBRON MUNICIPAL STANDPIPE          APPROX. 0.8 KM 2080441.6 |
 LG0863| LG0862 HEBRON THAYER CO CH FLAGSTAFF       APPROX. 1.6 KM 2333253.7 |
 LG0863| LG0878 ST PAULS LUTHERAN CHURCH SPIRE      APPROX.19.2 KM 2645937.6 |
 LG0863| CN9024 CORDING AZ MK                                      2653606.8 |
 LG0863| LG0855 CARLETON MUNICIPAL TANK             APPROX.16.6 KM 3290719.1 |
 LG0863| CN9026 CORDING RM 2                         22.305 METERS 33601     |
 LG0863|---------------------------------------------------------------------|
 LG0863
 LG0863                          SUPERSEDED SURVEY CONTROL
 LG0863
 LG0863  NAD 83(1986)-  40 10 36.26707(N)    097 34 34.23519(W) AD(       ) 1
 LG0863  NAD 27      -  40 10 36.26000(N)    097 34 33.09600(W) AD(       ) 1
 LG0863
 LG0863.Superseded values are not recommended for survey control.
 LG0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0863.See file dsdata.txt to determine how the superseded data were derived.
 LG0863
 LG0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2122548346(NAD 83)
 LG0863_MARKER: DS = TRIANGULATION STATION DISK
 LG0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0863
 LG0863  HISTORY     - Date     Condition        Report By
 LG0863  HISTORY     - 1947     MONUMENTED       CGS
 LG0863  HISTORY     - 1950     GOOD             CGS
 LG0863  HISTORY     - 1963     GOOD             CGS
 LG0863
 LG0863                          STATION DESCRIPTION
 LG0863
 LG0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0863'STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF HEBRON ALONG THE
 LG0863'NORTH EDGE OF A CULTIVATED FIELD.  THE MARK, STAMPED CORDING 1947,
 LG0863'IS 63 FEET SOUTH OF THE SOUTHEAST CORNER OF A FARM YARD,
 LG0863'45 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY TO A FARM HOUSE
 LG0863'AND SET 1 FOOT BELOW THE SURFACE.
 LG0863'
 LG0863'REFERENCE MARK NO. 1, STAMPED CORDING NO 1 1947, IS 69 FEET
 LG0863'SOUTHEAST OF THE SOUTHEAST FENCE CORNER OF THE FARM YARD, 45
 LG0863'FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF A FARM BUILDING
 LG0863'AND IS SET FLUSH WITH THE GROUND.
 LG0863'
 LG0863'REFERENCE MARK NO. 2, STAMPED CORDING NO 2 1947, IS 39 FEET WEST
 LG0863'OF A FENCE CORNER, 21 FEET NORTH OF THE CENTER LINE OF THE
 LG0863'DRIVEWAY TO A FARM YARD, 6 INCHES SOUTH OF A WIRE FENCE AND
 LG0863'SET FLUSH WITH THE GROUND.
 LG0863'
 LG0863'THE AZIMUTH MARK, STAMPED CORDING 1947, IS 23 FEET SOUTH OF THE
 LG0863'CENTER LINE OF AN EAST-WEST ROAD, 2 FEET EAST OF A WITNESS POST,
 LG0863'2 FEET NORTH OF A T FENCE CORNER AT THE NORTHEAST CORNER OF
 LG0863'HEBRON CEMETERY.  THE MARK PROJECTS 8 INCHES.
 LG0863'
 LG0863'TO REACH THE STATION FROM THE THAYER COUNTY COURTHOUSE IN HEBRON,
 LG0863'GO SOUTH 1 BLOCK TO STATE HIGHWAY NO. 3.  TURN LEFT, EAST, AND
 LG0863'GO 0.7 MILES TO THE JUNCTION OF U.S. HIGHWAY NO. 81.  TURN LEFT,
 LG0863'NORTH, ON U.S. HIGHWAY NO. 81 AND GO 0.7 MILES TO A FARM DRIVE
 LG0863'WAY ON THE RIGHT, EAST, AND STATION ALONG FARM DRIVE WAY.
 LG0863'
 LG0863'AZIMUTH MARK IS AT THE NORTHEAST CORNER OF HEBRON CEMETERY.
 LG0863'
 LG0863'A 74 FOOT SIGNAL AT STATION GILEAD IS VISIBLE AT 10 FEET.
 LG0863'
 LG0863'A 4 FOOT SIGNAL AT STATION SCHOOL IS VISIBLE AT 10 FEET.
 LG0863'
 LG0863'A 74 FOOT SIGNAL AT STATION MERIDIAN IS VISIBLE AT 30 FEET.
 LG0863'
 LG0863'A 74 FOOT SIGNAL AT STATION CHESTER IS VISIBLE FROM THE GROUND.
 LG0863'
 LG0863'A 74 FOOT SIGNAL AT STATION WEIDEL IS VISIBLE FROM THE GROUND.
 LG0863'
 LG0863'A 87 FOOT SIGNAL AT STATION HEBRON IS VISIBLE FROM THE GROUND.
 LG0863'
 LG0863'A 4 FOOT SIGNAL AT STATION DESHLER IS VISIBLE AT 20 FEET.
 LG0863'
 LG0863'A 74 FOOT SIGNAL AT STATION LOONTJER IS VISIBLE FROM THE GROUND.
 LG0863'
 LG0863'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0863
 LG0863                          STATION RECOVERY (1950)
 LG0863
 LG0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0863'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 LG0863'BE IN GOOD CONDITION.
 LG0863'
 LG0863'ORIGINAL DESCRIPTION IS ADEQUATE.
 LG0863'
 LG0863'1950 OBSERVATIONS TAKEN FROM A 64 FOOT TOWER.
 LG0863
 LG0863                          STATION RECOVERY (1963)
 LG0863
 LG0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0863'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0863'FOUND IN GOOD CONDITION.  THE STATION IS LOCATED IN THE FARMYARD
 LG0863'OF ED. CORDING, 92 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE
 LG0863'(MAIN PART), 50 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 LG0863'CHICKEN HOUSE, AND 24 FEET WEST-NORTHWEST OF A POWER POLE
 LG0863'WITH A TRANSFORMER.  THE STATION MARK IS ABOUT 14 INCHES BELOW
 LG0863'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1131 ***********************************************************************
 LG1131  CBN         -  This is a Cooperative Base Network Control Station.
 LG1131  DESIGNATION -  CORN
 LG1131  PID         -  LG1131
 LG1131  STATE/COUNTY-  NE/LANCASTER
 LG1131  USGS QUAD   -  DAVEY (1972)
 LG1131
 LG1131                         *CURRENT SURVEY CONTROL
 LG1131  ___________________________________________________________________
 LG1131* NAD 83(1995)-  40 54 34.47814(N)    096 44 21.36932(W)     ADJUSTED  
 LG1131* NAVD 88     -       412.1    (meters)    1352.     (feet)  GPS OBS   
 LG1131  ___________________________________________________________________
 LG1131  X           -    -566,509.759 (meters)                     COMP
 LG1131  Y           -  -4,794,108.980 (meters)                     COMP
 LG1131  Z           -   4,155,092.084 (meters)                     COMP
 LG1131  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 LG1131  ELLIP HEIGHT-         385.82  (meters)          (07/10/01) GPS OBS
 LG1131  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 LG1131
 LG1131  HORZ ORDER  -  B
 LG1131  ELLP ORDER  -  FOURTH    CLASS I
 LG1131
 LG1131.The horizontal coordinates were established by GPS observations
 LG1131.and adjusted by the National Geodetic Survey in November 1994..
 LG1131
 LG1131.The orthometric height was determined by GPS observations and a
 LG1131.high-resolution geoid model.
 LG1131
 LG1131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1131
 LG1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1131
 LG1131.The ellipsoidal height was determined by GPS observations
 LG1131.and is referenced to NAD 83.
 LG1131
 LG1131.The geoid height was determined by GEOID03.
 LG1131
 LG1131;                    North         East     Units Scale Factor Converg.
 LG1131;SPC NE       -   124,670.448   774,572.649   MT  0.99971237   +2 09 39.2
 LG1131;UTM  14      - 4,531,179.911   690,397.648   MT  1.00004620   +1 28 51.3
 LG1131
 LG1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1131!SPC NE       -   0.99993948  x   0.99971237  =   0.99965187
 LG1131!UTM  14      -   0.99993948  x   1.00004620  =   0.99998568
 LG1131
 LG1131|---------------------------------------------------------------------|
 LG1131| PID    Reference Object                     Distance      Geod. Az  |
 LG1131|                                                           dddmmss.s |
 LG1131| CL6277 CORN RM 1                            13.760 METERS 10827     |
 LG1131| LG1128 LINCOLN RADIO STA KOLN MAST         APPROX.11.7 KM 1462235.1 |
 LG1131| LG1116 LINCOLN ST HWY DEPT RADIO MAST      APPROX.16.9 KM 1692936.1 |
 LG1131| LG1112 LINCOLN STATE HOSPITAL TANK         APPROX.15.1 KM 1772202.8 |
 LG1131| LG1134 CORN AZ MK                          APPROX. 0.7 KM 1794954.2 |
 LG1131| CL6278 CORN RM 2                            13.795 METERS 18634     |
 LG1131| LG1181 LINCOLN AIR FORCE BASE TANK         APPROX. 7.6 KM 1902322.8 |
 LG1131| CL6279 CORN RM 3                             8.915 METERS 35020     |
 LG1131| LG1136 VORTAC RAYMOND RAY                  APPROX. 1.6 KM 3514051.6 |
 LG1131|---------------------------------------------------------------------|
 LG1131
 LG1131                          SUPERSEDED SURVEY CONTROL
 LG1131
 LG1131  ELLIP H (11/28/94)  385.89   (m)                       GP(       ) 2 1
 LG1131  NAD 83(1986)-  40 54 34.48743(N)    096 44 21.37068(W) AD(       ) 1
 LG1131  NAD 27      -  40 54 34.46549(N)    096 44 20.31113(W) AD(       ) 1
 LG1131
 LG1131.Superseded values are not recommended for survey control.
 LG1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1131.See file dsdata.txt to determine how the superseded data were derived.
 LG1131
 LG1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9039831180(NAD 83)
 LG1131_MARKER: DS = TRIANGULATION STATION DISK
 LG1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1131_STAMPING: CORN 1947
 LG1131_MARK LOGO: CGS   
 LG1131_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1131+STABILITY: SURFACE MOTION
 LG1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1131+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1131
 LG1131  HISTORY     - Date     Condition        Report By
 LG1131  HISTORY     - 1947     MONUMENTED       CGS
 LG1131  HISTORY     - 1955     GOOD             CGS
 LG1131  HISTORY     - 1959     GOOD             CGS
 LG1131  HISTORY     - 1961     GOOD             CGS
 LG1131  HISTORY     - 1961     GOOD             USGS
 LG1131  HISTORY     - 1966     GOOD             NEDR
 LG1131  HISTORY     - 1967     GOOD             CGS
 LG1131  HISTORY     - 1974     GOOD             NEDR
 LG1131  HISTORY     - 1977     GOOD             NGS
 LG1131  HISTORY     - 1979     GOOD             NGS
 LG1131  HISTORY     - 19931006 GOOD             NE-109
 LG1131  HISTORY     - 20000601 GOOD             NEDR
 LG1131  HISTORY     - 2002     GOOD             NEDR
 LG1131
 LG1131                          STATION DESCRIPTION
 LG1131
 LG1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1131'THE STATION IS LOCATED ON A HIGH RIDGE BETWEEN LITTLE SALT CREEK
 LG1131'AND OAK CREEK, ABOUT 6 MILES NORTH OF LINCOLN, 0.6 MILE NORTH
 LG1131'OF A CROSSROAD, 22 FEET WEST OF THE CENTER OF A GRADED ROAD,
 LG1131'7 FEET EAST OF A WOVEN WIRE FENCE, AND 6.5 FEET EAST-SOUTHEAST
 LG1131'OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED CORN
 LG1131'1947.
 LG1131'
 LG1131'REFERENCE MARK NO. 1 IS AT THE WEST EDGE OF A CULTIVATED FIELD
 LG1131'AND 27 FEET EAST OF THE CENTER OF A GRADED ROAD.  IT IS SET FLUSH
 LG1131'WITH THE GROUND AND IS STAMPED CORN NO 1 1947.
 LG1131'
 LG1131'REFERENCE MARK NO. 2 IS 27 FEET WEST OF THE CENTER OF A GRADED
 LG1131'ROAD AND 1 FOOT EAST OF A WOVEN WIRE FENCE.  IT PROJECTS 6
 LG1131'INCHES AND IS STAMPED CORN NO 2 1947.
 LG1131'
 LG1131'AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 0.2 MILE NORTH
 LG1131'OF A CROSSROAD, 29 FEET WEST OF THE CENTER OF A GRADED ROAD,
 LG1131'2 FEET NORTH OF A WITNESS POST, AND 1.5 FEET EAST-NORTHEAST
 LG1131'OF A T FENCE INTERSECTION.  IT PROJECTS 6 INCHES AND IS STAMPED
 LG1131'CORN 1947.
 LG1131'
 LG1131'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO NORTH
 LG1131'ON U.S. HIGHWAY NO. 77 FOR 1.4 MILES TO THE JUNCTION OF U.S.
 LG1131'77, 34, 6 AND STATE HIGHWAY NO. 2, TURN LEFT ON U.S. HIGHWAY NO.
 LG1131'34 AND GO 3.2 MILES TO A RAILROAD CROSSING AND A SIDE ROAD RIGHT,
 LG1131'TURN RIGHT, NORTH, ON STATE HIGHWAY NO. 79 AND GO 3 MILES TO A
 LG1131'CROSSROAD, TURN RIGHT, EAST, AND GO 1.0 MILE TO A CROSSROAD,
 LG1131'TURN LEFT, NORTH, AND GO 0.6 MILE TO THE TOP OF A RIDGE AND THE
 LG1131'STATION ON THE LEFT AS DESCRIBED.
 LG1131'
 LG1131'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRADED
 LG1131'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LG1131'
 LG1131'AN 87 FOOT SIGNAL AT AIRPORT IS VISIBLE AT 12 FEET.
 LG1131'
 LG1131'A 74 FOOT SIGNAL AT VET IS VISIBLE AT 12 FEET.
 LG1131'
 LG1131'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 4 FEET.
 LG1131'
 LG1131'A 74 FOOT SIGNAL AT LINCOLN IS VISIBLE AT 4 FEET.
 LG1131'
 LG1131'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 4 FEET.
 LG1131'
 LG1131'A 10 FOOT SIGNAL AT EMERALD IS VISIBLE AT 4 FEET.
 LG1131'
 LG1131'A 74 FOOT SIGNAL AT MILFORD IS VISIBLE AT 4 FEET.
 LG1131'
 LG1131'A 47 FOOT SIGNAL AT HAPPY IS VISIBLE AT 4 FEET.
 LG1131'
 LG1131'A 74 FOOT SIGNAL AT GARLAND IS VISIBLE AT 4 FEET.
 LG1131'
 LG1131'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG1131
 LG1131                          STATION RECOVERY (1955)
 LG1131
 LG1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LG1131'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LG1131'
 LG1131'NOTE- AZIMUTH MARK WAS NOT VISIBLE FROM GROUND DUE TO FENCE LINE
 LG1131'BEING GROWN UP IN BRUSH AND TREES ABOUT 20 FT. HIGH.
 LG1131
 LG1131                          STATION RECOVERY (1959)
 LG1131
 LG1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1131'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LG1131'
 LG1131'RM NO. 1 WAS RECOVERED AS DESCRIBED, HOWEVER THE MONUMENT HAS
 LG1131'BEEN STRUCK BY A PLOW AND MAY HAVE BEEN MOVED SLIGHTLY FROM
 LG1131'ITS ORIGINAL POSITION.
 LG1131'
 LG1131'RM NO. 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LG1131'
 LG1131'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, MARK
 LG1131'AND STATION ARE NOT INTERVISIBLE WITHOUT CONSIDERABLE CLEARING OF
 LG1131'BRUSH ALONG FENCELINE.
 LG1131
 LG1131                          STATION RECOVERY (1961)
 LG1131
 LG1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1131'THE STATION, WITH ALL MARKS IN GOOD CONDITION, WAS RECOVERED
 LG1131'AS DESCRIBED IN 1947.  THE FOLLOWING CHANGES WERE NOTED-
 LG1131'
 LG1131'1.  THE MILEAGE FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 34
 LG1131'AND STATE HIGHWAY 2 TO THE TURN-OFF FROM U.S. HIGHWAY 34 IS
 LG1131'NEARER 3.1 MILES.
 LG1131'
 LG1131'2.  THE GRAVELED ROAD NORTH AT THIS POINT IS NOT A NUMBERED STATE
 LG1131'HIGHWAY 79.
 LG1131'
 LG1131'3.  THE STATION MARK IS NOW 4 FEET EAST OF A METAL WITNESS
 LG1131'POST SET AT THIS TIME.  THE AZIMUTH MARK IS NOW 1 FOOT NORTH OF A
 LG1131'METAL WITNESS POST SET AT THIS TIME.
 LG1131'
 LG1131'4.  THE PICTURE POINT SHOWN IS THE NORTH END OF THE BRUSH
 LG1131'LINE IN THE NORTH-SOUTH FENCELINE ON THE EAST SIDE OF THE ROAD
 LG1131'AT THE STATION.
 LG1131'
 LG1131'5.  THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 56.94 FEET, 17.356
 LG1131'METERS.
 LG1131
 LG1131                          STATION RECOVERY (1961)
 LG1131
 LG1131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LG1131'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH
 LG1131'MARK IS NOT VISIBLE FROM GROUND, BUT WILL CLEAR WITH A 4 METER
 LG1131'TOWER.
 LG1131
 LG1131                          STATION RECOVERY (1966)
 LG1131
 LG1131'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1966 (HED)
 LG1131'THE STATION, R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE RECOVERED
 LG1131'IN GOOD CONDITION.
 LG1131'
 LG1131'ALL POINTS ARE AS DESCRIBED IN THE 1947 DESCRIPTION.  THE
 LG1131'AZIMUTH MARK IS VISIBLE FROM A 5.0 FT. TRIPOD.
 LG1131'
 LG1131'PREVIOUS TO REACH INFORMATION IS INADEQUATE DUE TO A CHANGE IN
 LG1131'HIGHWAY RELOCATION.
 LG1131'
 LG1131'NEW TO REACH INFORMATION- FROM 10TH AND 0 STREETS IN LINCOLN,
 LG1131'NEBRASKA PROCEED NORTH ON INTERSTATE 180 AND U.S. HIGHWAY 34 FOR
 LG1131'3.37 MILES TO THE INTERSTATE 80, INTERSTATE 180 AND U.S. HIGHWAY
 LG1131'34 INTERCHANGE, CONTINUE NORTHWEST ON U.S. HIGHWAY 34 FOR
 LG1131'0.7 MILE TO AN INTERSECTION WITH A NORTH-SOUTH AND EAST-WEST
 LG1131'SECTION LINE ROAD, ( INTERSECTION OF 1ST STREET AND FLETCHER
 LG1131'STREET (, TURN RIGHT ( NORTH ( AND CONTINUE ON SECTION LINE
 LG1131'ROAD FOR 2 MILES TO A JUNCTION WITH AN EAST-WEST GRAVELED
 LG1131'SECTION LINE ROAD, TURN LEFT (WEST) AND PROCEED ON SECTION
 LG1131'LINE ROAD FOR 1 MILE TO AN INTERSECTION WITH A NORTH-SOUTH
 LG1131'SECTION LINE ROAD, TURN RIGHT (NORTH) AND CONTINUE ON SECTION
 LG1131'LINE ROAD FOR 0.6 MILES TO THE STATION ON THE LEFT
 LG1131'APPROXIMATELY 30 FEET WEST OF THE CENTERLINE OF THE SECTION
 LG1131'LINE ROAD.
 LG1131
 LG1131                          STATION RECOVERY (1967)
 LG1131
 LG1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (FJH)
 LG1131'DESCRIPTION IS ADEQUATE.  ALL MARKS FOUND IN GOOD CONDITION.  THE
 LG1131'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 LG1131
 LG1131                          STATION RECOVERY (1974)
 LG1131
 LG1131'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974 (HED)
 LG1131'STATION , REFERECNE MARK 1, REFERENCE MARK 2, AND AZIMUTH
 LG1131'MARK FOUND IN GOOD CONDITION AS DESCRIBED.
 LG1131'
 LG1131'NEAREST TOWN--LINCOLN.
 LG1131
 LG1131                          STATION RECOVERY (1977)
 LG1131
 LG1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LG1131'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LG1131'RECOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE MARK 1
 LG1131'CONCRETE MONUMENT WITH PART OF DISK INTACT WAS FOUND LYING ON TOP
 LG1131'THE GROUND BY THE STATION MARK.  THE AZIMUTH MARK IS OBSTRUCTED BY
 LG1131'BRUSH ALONG FENCE LINE THIS DATE.  THE PREVIOUS DESCRIPTIONS ARE
 LG1131'ADEQUATE FOR RECOVERY OF THE STATION.  REFERENCE MARK 3 WAS
 LG1131'ESTABLISHED THIS DATE.
 LG1131'
 LG1131'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK 3.
 LG1131'
 LG1131'REFERENCE MARK 3 IS A 4 INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1131'CORN 1947 NO 3 1977, AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 LG1131'IT IS 32 FEET WEST OF THE CENTER OF A DIRT ROAD, 1 FOOT EAST OF A
 LG1131'NORTH-SOUTH FENCELINE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LG1131'
 LG1131'NEW WITNESS SIGNS WERE BOLTED TO THE STEEL POSTS AT THE STATION MARK
 LG1131'AND THE AZIMUTH MARK.
 LG1131'
 LG1131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.0 MILES
 LG1131'NORTH OF LINCOLN.
 LG1131
 LG1131                          STATION RECOVERY (1979)
 LG1131
 LG1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LG1131'SURFACE STATION MARK, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK WERE
 LG1131'RECOVERED IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH MARK WAS
 LG1131'7.6 SECONDS LARGER THAN 1947 DATA AND 2 SECONDS LARGER THAN 1961
 LG1131'DATA.  THE DIRECTION WAS FAVORABLE WITH 1966 OBSERVATION BY THE
 LG1131'NEBRASKA DEPARTMENT OF ROADS AND WITH 1976 OBSERVATIONS OF GARBER AND
 LG1131'WORK, A PRIVATE COMPANY.  THE DIRECTION TO REFERENCE MARK 2 WAS 1
 LG1131'MINUTE, 13 SECONDS SMALLER THAN 1947 DATA, 3 MINUTES, 42 SECONDS
 LG1131'LARGER THAN 1961 DATA AND 2 MINUTES, 10 SECONDS LARGER THAN 1977
 LG1131'DATA.  IT AGREED VERY FAVORABLY WITH 1966 DATA OF THE NEBRASKA
 LG1131'DEPARTMENT OF ROADS AND 1966 DATA OF THE U.S. GEOLOGICAL SURVEY.  THE
 LG1131'DISTANCE TO THE MARK WAS 0.026 METER LONGER THAN 1947, 1961, 1966 AND
 LG1131'1977 DATA BUT WAS 0.005 METER SHORTER THAN 1967 USGS DATA.  THE
 LG1131'DIRECTION TO REFERENCE MARK 3 WAS 3 MINUTES, 19 SECONDS SMALLER THAN
 LG1131'1977 DATA BUT THE DISTANCE AGREED.  THE DIRECTIONS TO THE LINCOLN AFB
 LG1131'TANK AND THE VORTAC RAYMOND RAY AGREED FAVORABLY WITH PRIOR DATA, AS
 LG1131'OLD DIRECTIONS TO ANOTHER TANK AND A STANDPIPE OBSERVED UPON BY
 LG1131'OTHERS.  THE UNDERGROUND MARK WAS NOT INSPECTED.  A COMPLETE NEW
 LG1131'DESCRIPTION FOLLOWS.
 LG1131'
 LG1131'THE STATION IS ABOUT 6 MILES NORTH OF LINCOLN, 5 MILES NORTHEAST OF
 LG1131'THE LINCOLN AIR FORCE BASE AND ON THE WEST RIGHT-OF-WAY OF NW 12TH
 LG1131'STREET.
 LG1131'
 LG1131'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80,
 LG1131'INTERSTATE HIGHWAY 180 AND U.S. HIGHWAY 34, AT LINCOLN, GO NORTHWEST
 LG1131'ON HIGHWAY 34 FOR 0.7 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 LG1131'ON 1ST STREET, GRADED, FOR 2.1 MILES TO MC KELVIE ROAD.  TURN LEFT
 LG1131'AND GO WEST ON MC KELVIE ROAD, GRADED, FOR 1.0 MILE TO NW 12TH
 LG1131'STREET.  TURN RIGHT AND GO NORTH ON NW 12TH STREET, GRADED, FOR 0.2
 LG1131'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.4 MILE TO
 LG1131'THE STATION ON THE LEFT.
 LG1131'
 LG1131'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---CORN 1947--- SET
 LG1131'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 LG1131'37.5 FEET WEST OF THE CENTERLINE OF NW 12TH STREET, 30.7 FEET
 LG1131'SOUTH-SOUTHEAST OF A WITNESS POST, 6 FEET EAST OF A FENCE AND 5.5
 LG1131'FEET EAST OF A WITNESS POST.
 LG1131'
 LG1131'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---CORN NO 2 1947--- SET
 LG1131'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 LG1131'44.0 FEET WEST OF THE CENTERLINE OF NW 12TH STREET, 45.7 FEET SOUTH OF
 LG1131'A WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 LG1131'
 LG1131'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK,
 LG1131'STAMPED---CORN 1947 NO 3 1977, SET IN A MASS OF CONCRETE AND PROJECTS
 LG1131'2 INCHES.  IT IS 43.0 FEET WEST OF THE CENTERLINE OF NW 12TH STREET, 1
 LG1131'FOOT EAST OF THE FENCE AND 1 FOOT SOUTH OF A WITNESS POST.
 LG1131'
 LG1131'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---CORN 1947--- SET IN
 LG1131'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 32.5
 LG1131'FEET WEST OF THE CENTERLINE OF NW 12TH STREET, 1.5 FEET EAST OF A
 LG1131'T-FENCE CORNER AND 1.5 FEET NORTH OF A WITNESS POST.
 LG1131
 LG1131                          STATION RECOVERY (1993)
 LG1131
 LG1131'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1993 (LVW)
 LG1131'THE STATION WAS RECOVERED IN GOOD CONDITION, ABOUT 9.66 KM (6.00 MI)
 LG1131'NORTH FROM LINCOLN, NEAR THE EAST 1/4 CORNER, SECTION 21, T11N, R8E,
 LG1131'OF THE SIXTH PRINCIPAL MERIDIAN, LANCASTER COUNTY, NEBRASKA AND ON THE
 LG1131'WEST RIGHT-OF-WAY OF A GRADED COUNTY ROAD.
 LG1131' 
 LG1131'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S.
 LG1131'HIGHWAY 34, ABOUT 6.44 KM (4.00 MI) NORTH FROM LINCOLN, GO NORTHWEST
 LG1131'ON HIGHWAY 34 FOR 1.13 KM (0.70 MI) TO NORTH 1ST STREET.  TURN RIGHT
 LG1131'AND GO NORTH ON NORTH FIRST STREET FOR 3.21 KM (1.99 MI) TO MCKELVIE
 LG1131'ROAD.  TURN LEFT AND GO WEST ON MCKELVIE FOR 1.61 KM (1.00 MI) TO
 LG1131'NORTHWEST 12TH STREET.  TURN RIGHT AND GO NORTH ON NORTHWEST 12TH
 LG1131'STREET FOR 0.97 KM (0.60 MI) TO THE STATION ON THE LEFT.
 LG1131' 
 LG1131'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4
 LG1131'INCHES ABOVE THE GROUND SURFACE.  IT IS 11.28 M (37.01 FT) WEST FROM
 LG1131'THE CENTERLINE OF THE ROAD, 2.13 M (6.99 FT) EAST FROM THE WEST
 LG1131'RIGHT-OF-WAY FENCE AND 1.68 M (5.51 FT) EAST FROM A WITNESS POST.
 LG1131' 
 LG1131'NOTE-THE REFERENCE MARKS AND AZIMUTH MARK WERE ALSO FOUND IN GOOD
 LG1131'CONDITION.
 LG1131
 LG1131                          STATION RECOVERY (2000)
 LG1131
 LG1131'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1131'RECOVERED AS DESCRIBED.
 LG1131
 LG1131                          STATION RECOVERY (2002)
 LG1131
 LG1131'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1131'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1157 ***********************************************************************
 LH1157  DESIGNATION -  CORNHUSKER ORD PLANT WATER TK
 LH1157  PID         -  LH1157
 LH1157  STATE/COUNTY-  NE/HALL
 LH1157  USGS QUAD   -  ABBOTT (1993)
 LH1157
 LH1157                         *CURRENT SURVEY CONTROL
 LH1157  ___________________________________________________________________
 LH1157* NAD 83(1995)-  40 55 15.85560(N)    098 28 43.44769(W)     ADJUSTED  
 LH1157* NAVD 88     -                                                        
 LH1157  ___________________________________________________________________
 LH1157  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 LH1157  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 LH1157
 LH1157  HORZ ORDER  -  THIRD
 LH1157
 LH1157.The horizontal coordinates were established by classical geodetic methods
 LH1157.and adjusted by the National Geodetic Survey in August 1997..
 LH1157
 LH1157
 LH1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1157
 LH1157.The geoid height was determined by GEOID03.
 LH1157
 LH1157;                    North         East     Units Scale Factor Converg.
 LH1157;SPC NE       -   121,895.215   628,100.704   MT  0.99971032   +1 00 29.3
 LH1157;UTM  14      - 4,530,126.036   543,891.487   MT  0.99962371   +0 20 29.2
 LH1157
 LH1157                          SUPERSEDED SURVEY CONTROL
 LH1157
 LH1157  NAD 83(1986)-  40 55 15.86308(N)    098 28 43.44895(W) AD(       ) 4
 LH1157  NAD 27      -  40 55 15.81700(N)    098 28 42.21300(W) AD(       ) 3
 LH1157
 LH1157.Superseded values are not recommended for survey control.
 LH1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1157.See file dsdata.txt to determine how the superseded data were derived.
 LH1157
 LH1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4389130126(NAD 83)
 LH1157_MARKER: 53 = ELEVATED TANK
 LH1157_MARK LOGO: CGS   
 LH1157
 LH1157  HISTORY     - Date     Condition        Report By
 LH1157  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1157  HISTORY     - 1950     GOOD             CGS
 LH1157  HISTORY     - 19840214 GOOD             NGS
 LH1157
 LH1157                          STATION DESCRIPTION
 LH1157
 LH1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1157'STATION IS LOCATED WESTERLY OF GRAND ISLAND.  TO REACH STATION
 LH1157'FROM POST OFFICE IN GRAND ISLAND, GO WEST ON U.S. HIGHWAY
 LH1157'30 FOR 1.6 MILES TO OVERPASS, TAKE RIGHT FORK FOR 4.6 MILES
 LH1157'WEST TO GATE AND ENTRANCE TO CORNHUSKER ORDNANCE PLANT,
 LH1157'CONTINUE WESTERLY FOR 0.5 MILE, STATION ON RIGHT (NORTH)
 LH1157'SIDE OF ROAD.
 LH1157'
 LH1157'STATION IS APPROXIMATELY 110 FEET HIGH, SUPPORTED BY FOUR
 LH1157'STEEL LEGS AND IS PAINTED BLACK.
 LH1157'
 LH1157'THE POINT INTERSECTED WAS THE BALL ON TOP.
 LH1157
 LH1157                          STATION RECOVERY (1950)
 LH1157
 LH1157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1157'RECOVERED IN GOOD CONDITION.
 LH1157
 LH1157                          STATION RECOVERY (1984)
 LH1157
 LH1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LH1157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0346 ***********************************************************************
 LG0346  DESIGNATION -  CORT
 LG0346  PID         -  LG0346
 LG0346  STATE/COUNTY-  NE/GAGE
 LG0346  USGS QUAD   -  CORTLAND (1964)
 LG0346
 LG0346                         *CURRENT SURVEY CONTROL
 LG0346  ___________________________________________________________________
 LG0346* NAD 83(1995)-  40 30 51.02262(N)    096 40 00.50577(W)     ADJUSTED  
 LG0346* NAVD 88     -       442.291  (meters)    1451.08   (feet)  ADJUSTED  
 LG0346  ___________________________________________________________________
 LG0346  X           -    -563,773.987 (meters)                     COMP
 LG0346  Y           -  -4,823,292.150 (meters)                     COMP
 LG0346  Z           -   4,121,826.635 (meters)                     COMP
 LG0346  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 LG0346  ELLIP HEIGHT-         415.81  (meters)          (03/30/05) GPS OBS
 LG0346  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 LG0346  DYNAMIC HT  -         442.075 (meters)    1450.37  (feet)  COMP
 LG0346  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 LG0346
 LG0346  HORZ ORDER  -  B
 LG0346  VERT ORDER  -  SECOND    CLASS 0
 LG0346  ELLP ORDER  -  THIRD     CLASS I
 LG0346
 LG0346.The horizontal coordinates were established by GPS observations
 LG0346.and adjusted by the National Geodetic Survey in March 2005..
 LG0346
 LG0346.The orthometric height was determined by differential leveling
 LG0346.and adjusted by the National Geodetic Survey in June 1991..
 LG0346
 LG0346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0346
 LG0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0346
 LG0346.The ellipsoidal height was determined by GPS observations
 LG0346.and is referenced to NAD 83.
 LG0346
 LG0346.The geoid height was determined by GEOID03.
 LG0346
 LG0346.The dynamic height is computed by dividing the NAVD 88
 LG0346.geopotential number by the normal gravity value computed on the
 LG0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0346.degrees latitude (g = 980.6199 gals.).
 LG0346
 LG0346.The modeled gravity was interpolated from observed gravity values.
 LG0346
 LG0346;                    North         East     Units Scale Factor Converg.
 LG0346;SPC NE       -    81,037.475   782,363.361   MT  0.99980703   +2 12 32.0
 LG0346;UTM  14      - 4,487,443.302   697,667.446   MT  1.00008097   +1 30 58.4
 LG0346
 LG0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0346!SPC NE       -   0.99993478  x   0.99980703  =   0.99974182
 LG0346!UTM  14      -   0.99993478  x   1.00008097  =   1.00001574
 LG0346
 LG0346:                Primary Azimuth Mark                     Grid Az
 LG0346:SPC NE       -  CORT AZ MK                               180 59 34.0
 LG0346:UTM  14      -  CORT AZ MK                               181 41 07.6
 LG0346
 LG0346|---------------------------------------------------------------------|
 LG0346| PID    Reference Object                     Distance      Geod. Az  |
 LG0346|                                                           dddmmss.s |
 LG0346| LG0344 CORT AZ MK                                         1831206.0 |
 LG0346| LG0345 CORT RM 1                            25.555 METERS 22914     |
 LG0346| LG1150 CORTLAND MUNICIPAL TANK             APPROX. 3.4 KM 2611519.0 |
 LG0346| LG0347 CORT RM 2                            23.098 METERS 30600     |
 LG0346|---------------------------------------------------------------------|
 LG0346
 LG0346                          SUPERSEDED SURVEY CONTROL
 LG0346
 LG0346  NAD 83(1995)-  40 30 51.02463(N)    096 40 00.50389(W) AD(       ) 2
 LG0346  NAD 83(1986)-  40 30 51.03294(N)    096 40 00.50187(W) AD(       ) 2
 LG0346  NAD 27      -  40 30 51.03160(N)    096 39 59.42030(W) AD(       ) 2
 LG0346  NAVD 88 (03/30/05)  442.29   (m)         1451.1    (f) LEVELING    3  
 LG0346  NGVD 29 (??/??/92)  442.183  (m)         1450.73   (f) ADJ UNCH    2 0
 LG0346
 LG0346.Superseded values are not recommended for survey control.
 LG0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0346.See file dsdata.txt to determine how the superseded data were derived.
 LG0346
 LG0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9766787443(NAD 83)
 LG0346_MARKER: DS = TRIANGULATION STATION DISK
 LG0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0346_STAMPING: CORT 1961
 LG0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0346+STABILITY: SURFACE MOTION
 LG0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0346+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG0346
 LG0346  HISTORY     - Date     Condition        Report By
 LG0346  HISTORY     - 1961     MONUMENTED       CGS
 LG0346  HISTORY     - 1961     GOOD             CGS
 LG0346  HISTORY     - 1969     GOOD             CGS
 LG0346  HISTORY     - 1977     GOOD             NGS
 LG0346  HISTORY     - 1981     GOOD             LOCENG
 LG0346  HISTORY     - 1985     GOOD             NGS
 LG0346  HISTORY     - 2002     GOOD             NEDR
 LG0346
 LG0346                          STATION DESCRIPTION
 LG0346
 LG0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0346'THE STATION IS 2 MILES NORTHEAST OF COURTLAND, IN THE EAST
 LG0346'RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD.
 LG0346'
 LG0346'TO REACH THE STATION FROM THE RAILROAD DEPOT IN COURTLAND,
 LG0346'DRIVE NORTH ON U.S. HIGHWAY 77 FOR 1.1 MILES TO A CROSS ROAD.
 LG0346'TURN RIGHT AND GO EAST FOR 2.0 MILES TO A CROSS ROAD.  TURN
 LG0346'RIGHT AND DRIVE SOUTH FOR 0.6 MILE TO THE STATION ON THE LEFT.
 LG0346'
 LG0346'SURFACE-STATION MARK, A STANDARD DISK STAMPED CORT 1961, IS
 LG0346'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 LG0346'TOP, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LG0346'29.0 FEET EAST OF THE CENTER OF THE ROAD, 1.0 FOOT WEST OF THE
 LG0346'EAST RIGHT-OF-WAY FENCE AND 1.0 FOOT NORTH OF A METAL WITNESS
 LG0346'POST WITH SIGN.
 LG0346'
 LG0346'THE UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED CORT 1961,
 LG0346'IS SET IN THE TOP OF A MASS OF CONCRETE 41 INCHES BELOW THE
 LG0346'SURFACE OF THE GROUND.
 LG0346'
 LG0346'REFERENCE MARK 1, A STANDARD DISK STAMPED CORT NO 1 1961, IS SET
 LG0346'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 LG0346'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 37.0
 LG0346'FEET NORTH OF A TELEPHONE POLE, 32.0 FEET WEST OF THE CENTER OF
 LG0346'THE ROAD AND 1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.
 LG0346'
 LG0346'REFERENCE MARK 2, A STANDARD DISK STAMPED CORT NO 2 1961, IS SET
 LG0346'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 LG0346'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE, 62 FEET SOUTH OF
 LG0346'A TELEPHONE POLE AND 1/2 FOOT EAST OF THE FENCE LINE.
 LG0346'
 LG0346'THE PICTURE POINT IS THE CORNER FENCE POST AT THE JUNCTION OF AN
 LG0346'EAST-WEST FENCE WITH THE WEST RIGHT-OF-WAY FENCE, AT THE
 LG0346'INTERSECTION OF A NORTH-SOUTH GRAVELED ROAD WITH A FIELD
 LG0346'ENTRANCE ROAD.
 LG0346'
 LG0346'THE AZIMUTH MARK, A STANDARD DISK STAMPED CORT 1961, IS SET IN
 LG0346'THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 LG0346'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 72.0
 LG0346'FEET NORTHWEST OF THE CENTER OF A CROSS ROAD, 8.0 FEET NORTH OF A
 LG0346'FENCE CORNER, 5.0 FEET EAST OF A TELEPHONE POLE AND 2.0 FEET WEST
 LG0346'OF A METAL WITNESS POST WITH SIGN.
 LG0346
 LG0346                          STATION RECOVERY (1961)
 LG0346
 LG0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0346'2.4 MI NE FROM CORTLAND.
 LG0346'0.2 MILE ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LG0346'CORTLAND, THENCE 1.9 MILES ALONG A GRAVEL ROAD, THENCE 0.3
 LG0346'MILE NORTH ALONG A GRAVEL ROAD, 87 FEET NORTHEAST OF R.M. 1,
 LG0346'82 FEET SOUTHEAST OF R.M. 2, 33 FEET EAST OF THE CENTER OF THE
 LG0346'ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN, ABOUT
 LG0346'1 FOOT HIGHER THAN THE ROAD, 1 FOOT WEST OF A FENCE, SET IN TOP
 LG0346'OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LG0346
 LG0346                          STATION RECOVERY (1969)
 LG0346
 LG0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG0346'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LG0346'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 LG0346'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 LG0346'FOR RECOVERY.
 LG0346'
 LG0346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 LG0346'NORTHEAST OF COURTLAND.
 LG0346
 LG0346                          STATION RECOVERY (1977)
 LG0346
 LG0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AB)
 LG0346'STATION MARK, REFERENCE MARK NO. 1, NO. 2 AND AZIMUTH MARK FOUND IN
 LG0346'GOOD CONDITION AS DESCRIBED.
 LG0346'
 LG0346'REFER TO USC AND GS QUAD 400964 PAGE 1002.
 LG0346'
 LG0346'NEAREST TOWN--CORTLAND.
 LG0346
 LG0346                          STATION RECOVERY (1981)
 LG0346
 LG0346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG0346'CORT 1961 RECOVERED GOOD (STATION MARK).
 LG0346'
 LG0346'R.M. 1, R.M. 2 RECOVERED GOOD (CORT NO 1 1961, CORT NO. 2 1961).
 LG0346'
 LG0346'CORT 1961 RECOVERED GOOD (AZI MARK).
 LG0346'
 LG0346'DESCRIPTION ADEQUATE.
 LG0346'
 LG0346'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI. NE OF COURTLAND.
 LG0346
 LG0346                          STATION RECOVERY (1985)
 LG0346
 LG0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0346'0.32 KM (0.2 MI) NORTH ALONG U.S. HIGHWAY 77, FROM THE POST OFFICE IN
 LG0346'CORYLAND, THENCE 3.38 KM (2.1 MI) RIGHT AND EAST ALONG EST FIRST
 LG0346'STREET AND A PAVED ROAD, THENCE 0.48 KM (0.3 MI) LEFT AND NORTH ALONG
 LG0346'A GRAVELED ROAD TO THE MARK ON THE RIGHT, AT THE TOP OF A HILL, 26.97
 LG0346'M (88.5 FT) NORTHEAST FROM A POWERLINE POLE, 10.0 M (33 FT) EAST FROM
 LG0346'THE CENTERLINE OF THE ROAD, 0.30 M (1.0 FT) WEST FROM A FENCE.
 LG0346
 LG0346                          STATION RECOVERY (2002)
 LG0346
 LG0346'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG0346'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0344 ***********************************************************************
 LG0344  DESIGNATION -  CORT AZ MK
 LG0344  PID         -  LG0344
 LG0344  STATE/COUNTY-  NE/GAGE
 LG0344  USGS QUAD   -  CORTLAND (1964)
 LG0344
 LG0344                         *CURRENT SURVEY CONTROL
 LG0344  ___________________________________________________________________
 LG0344* NAD 83(1986)-  40 30 32.     (N)    096 40 01.     (W)     SCALED    
 LG0344* NAVD 88     -       440.965  (meters)    1446.73   (feet)  ADJUSTED  
 LG0344  ___________________________________________________________________
 LG0344  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 LG0344  DYNAMIC HT  -         440.748 (meters)    1446.02  (feet)  COMP
 LG0344  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 LG0344
 LG0344  VERT ORDER  -  SECOND    CLASS 0
 LG0344
 LG0344.The horizontal coordinates were scaled from a topographic map and have
 LG0344.an estimated accuracy of +/- 6 seconds.
 LG0344
 LG0344.The orthometric height was determined by differential leveling
 LG0344.and adjusted by the National Geodetic Survey in June 1991..
 LG0344
 LG0344.The geoid height was determined by GEOID03.
 LG0344
 LG0344.The dynamic height is computed by dividing the NAVD 88
 LG0344.geopotential number by the normal gravity value computed on the
 LG0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0344.degrees latitude (g = 980.6199 gals.).
 LG0344
 LG0344.The modeled gravity was interpolated from observed gravity values.
 LG0344
 LG0344;                    North         East    Units  Estimated Accuracy
 LG0344;SPC NE       -    80,450.      782,370.      MT  (+/- 180 meters Scaled)
 LG0344
 LG0344                          SUPERSEDED SURVEY CONTROL
 LG0344
 LG0344  NGVD 29 (??/??/92)  440.856  (m)         1446.38   (f) ADJ UNCH    2 0
 LG0344
 LG0344.Superseded values are not recommended for survey control.
 LG0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0344.See file dsdata.txt to determine how the superseded data were derived.
 LG0344
 LG0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK976868(NAD 83)
 LG0344_MARKER: DZ = AZIMUTH MARK DISK
 LG0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0344_STAMPING: CORT 1961
 LG0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0344+STABILITY: SURFACE MOTION
 LG0344
 LG0344  HISTORY     - Date     Condition        Report By
 LG0344  HISTORY     - 1961     MONUMENTED       CGS
 LG0344  HISTORY     - 1985     GOOD             NGS
 LG0344
 LG0344                          STATION DESCRIPTION
 LG0344
 LG0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0344'2.1 MI NE FROM CORTLAND.
 LG0344'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0344'AT CORTLAND, THENCE 1.9 MILES EAST ALONG A GRAVEL ROAD, 94 FEET
 LG0344'NORTH OF THE CENTER OF A FARM ROAD, 75 FEET NORTHWEST OF THE
 LG0344'CENTER OF A CROSSING, 64 FEET NORTH OF THE CENTER OF ROAD, 31
 LG0344'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 6 FEET NORTH OF A
 LG0344'FENCE CORNER, 4.1 FEET EAST OF A TELEPHONE AND POWER POLE, 1.1
 LG0344'FEET WEST OF A METAL WITNESS POST WITH SIGN, 1.5 FEET EAST OF A
 LG0344'FENCE, ABOUT 1 FOOT LOWER THAN THE ROAD, SET IN TOP OF A SQUARE
 LG0344'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 LG0344
 LG0344                          STATION RECOVERY (1985)
 LG0344
 LG0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0344'0.32 KM (0.2 MI) NORTH ALONG U.S. HIGHWAY 77, FROM THE POST OFFICE IN
 LG0344'CORYLAND, THENCE 3.38 KM (2.1 MI) RIGHT AND EAST ALONG EAST FIRST
 LG0344'STREET AND A PAVED ROAD, TO THE MARK ON THE LEFT, IN THE NORTHWEST
 LG0344'ANGLE OF THE JUNCTION WITH A NORTH-SOUTH GRAVELED ROAD, 22.9 M (75.0
 LG0344'FT) NORTHWEST FROM THE CENTER OF THE INTERSECTION, 19.5 M (64.0 FT)
 LG0344'NORTH FROM THE CENTERLINE OF THE PAVED ROAD, 9.5 M (31.0 FT) WEST
 LG0344'FROM THE CENTERLINE OF THE GRAVELED ROAD, 1.83 M (6.0 FT) NORTH FROM
 LG0344'A FENCE CORNER POST, 1.25 M (4.1 FT) EAST FROM A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0345 ***********************************************************************
 LG0345  DESIGNATION -  CORT RM 1
 LG0345  PID         -  LG0345
 LG0345  STATE/COUNTY-  NE/GAGE
 LG0345  USGS QUAD   -  CORTLAND (1964)
 LG0345
 LG0345                         *CURRENT SURVEY CONTROL
 LG0345  ___________________________________________________________________
 LG0345* NAD 83(1986)-  40 30 51.     (N)    096 40 00.     (W)     SCALED    
 LG0345* NAVD 88     -       441.857  (meters)    1449.66   (feet)  ADJUSTED  
 LG0345  ___________________________________________________________________
 LG0345  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 LG0345  DYNAMIC HT  -         441.641 (meters)    1448.95  (feet)  COMP
 LG0345  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 LG0345
 LG0345  VERT ORDER  -  SECOND    CLASS 0
 LG0345
 LG0345.The horizontal coordinates were scaled from a topographic map and have
 LG0345.an estimated accuracy of +/- 6 seconds.
 LG0345
 LG0345.The orthometric height was determined by differential leveling
 LG0345.and adjusted by the National Geodetic Survey in June 1991..
 LG0345
 LG0345.The geoid height was determined by GEOID03.
 LG0345
 LG0345.The dynamic height is computed by dividing the NAVD 88
 LG0345.geopotential number by the normal gravity value computed on the
 LG0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0345.degrees latitude (g = 980.6199 gals.).
 LG0345
 LG0345.The modeled gravity was interpolated from observed gravity values.
 LG0345
 LG0345;                    North         East    Units  Estimated Accuracy
 LG0345;SPC NE       -    81,040.      782,380.      MT  (+/- 180 meters Scaled)
 LG0345
 LG0345                          SUPERSEDED SURVEY CONTROL
 LG0345
 LG0345  NGVD 29 (??/??/92)  441.749  (m)         1449.30   (f) ADJ UNCH    2 0
 LG0345
 LG0345.Superseded values are not recommended for survey control.
 LG0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0345.See file dsdata.txt to determine how the superseded data were derived.
 LG0345
 LG0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK976874(NAD 83)
 LG0345_MARKER: DR = REFERENCE MARK DISK
 LG0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0345_STAMPING: CORT NO 1 1961
 LG0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0345+STABILITY: SURFACE MOTION
 LG0345
 LG0345  HISTORY     - Date     Condition        Report By
 LG0345  HISTORY     - 1961     MONUMENTED       CGS
 LG0345  HISTORY     - 1985     GOOD             NGS
 LG0345
 LG0345                          STATION DESCRIPTION
 LG0345
 LG0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0345'2.4 MI NE FROM CORTLAND.
 LG0345'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0345'AT CORTLAND, THENCE 1.9 MILES EAST ALONG A GRAVEL ROAD, THENCE
 LG0345'0.3 MILE NORTH ALONG A GRAVEL ROAD, 102 FEET SOUTH OF R.M. 2,
 LG0345'87 FEET SOUTHWEST OF A TRIANGULATION STATION, 39 FEET NORTH OF A
 LG0345'TELEPHONE POLE, 33 FEET WEST OF THE CENTER OF THE ROAD, ABOUT 2
 LG0345'FEET LOWER THAN THE ROAD, 4 INCHES EAST OF A FENCE, SET IN TOP
 LG0345'OF A SQUARE CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 LG0345
 LG0345                          STATION RECOVERY (1985)
 LG0345
 LG0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0345'0.32 KM (0.2 MI) NORTH ALONG U.S. HIGHWAY 77, FROM THE POST OFFICE AT
 LG0345'CORTTLAND, THENCE 3.38 KM (2.1 MI) RIGHT AND EAST ALONG EAST FIRST
 LG0345'STREET AND A PAVED COUNTY ROAD, THENCE 0.48 KM (0.3 MI) LEFT AND
 LG0345'NORTH ALONG A GRAVELED ROAD, TO THE MARL ON THE LEFT, 26.5 M (87 FT)
 LG0345'SOUTHWEST OF STATION CORT 1961, 10.0 M (33 FT) WEST FROM THE
 LG0345'CENTERLINE OF THE ROAD, 0.91 M (3.0 FT) SOUTHEAST FROM A POWERLINE
 LG0345'POLE, 31.1 M (102 FT) SOUTH FROM CORT RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0347 ***********************************************************************
 LG0347  DESIGNATION -  CORT RM 2
 LG0347  PID         -  LG0347
 LG0347  STATE/COUNTY-  NE/GAGE
 LG0347  USGS QUAD   -  CORTLAND (1964)
 LG0347
 LG0347                         *CURRENT SURVEY CONTROL
 LG0347  ___________________________________________________________________
 LG0347* NAD 83(1986)-  40 30 51.     (N)    096 40 00.     (W)     SCALED    
 LG0347* NAVD 88     -       441.740  (meters)    1449.28   (feet)  ADJUSTED  
 LG0347  ___________________________________________________________________
 LG0347  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 LG0347  DYNAMIC HT  -         441.524 (meters)    1448.57  (feet)  COMP
 LG0347  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 LG0347
 LG0347  VERT ORDER  -  SECOND    CLASS 0
 LG0347
 LG0347.The horizontal coordinates were scaled from a topographic map and have
 LG0347.an estimated accuracy of +/- 6 seconds.
 LG0347
 LG0347.The orthometric height was determined by differential leveling
 LG0347.and adjusted by the National Geodetic Survey in June 1991..
 LG0347
 LG0347.The geoid height was determined by GEOID03.
 LG0347
 LG0347.The dynamic height is computed by dividing the NAVD 88
 LG0347.geopotential number by the normal gravity value computed on the
 LG0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0347.degrees latitude (g = 980.6199 gals.).
 LG0347
 LG0347.The modeled gravity was interpolated from observed gravity values.
 LG0347
 LG0347;                    North         East    Units  Estimated Accuracy
 LG0347;SPC NE       -    81,040.      782,380.      MT  (+/- 180 meters Scaled)
 LG0347
 LG0347                          SUPERSEDED SURVEY CONTROL
 LG0347
 LG0347  NGVD 29 (??/??/92)  441.632  (m)         1448.92   (f) ADJ UNCH    2 0
 LG0347
 LG0347.Superseded values are not recommended for survey control.
 LG0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0347.See file dsdata.txt to determine how the superseded data were derived.
 LG0347
 LG0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK976874(NAD 83)
 LG0347_MARKER: DR = REFERENCE MARK DISK
 LG0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0347_STAMPING: CORT NO 2 1961
 LG0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0347+STABILITY: SURFACE MOTION
 LG0347
 LG0347  HISTORY     - Date     Condition        Report By
 LG0347  HISTORY     - 1961     MONUMENTED       CGS
 LG0347  HISTORY     - 1985     GOOD             NGS
 LG0347
 LG0347                          STATION DESCRIPTION
 LG0347
 LG0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0347'2.4 MI NE FROM CORTLAND.
 LG0347'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0347'AT CORTLAND, THENCE 1.9 MILES EAST ALONG A GRAVEL ROAD, THENCE
 LG0347'0.3 MILE NORTH ALONG A GRAVEL ROAD, 102 FEET NORTH OF R.M. 1,
 LG0347'82 FEET NORTHWEST OF THE STATION, 63 FEET SOUTH OF A TELEPHONE
 LG0347'POLE, 33 FEET WEST OF THE CENTER OF THE ROAD, ABOUT 2 FEET LOWER
 LG0347'THAN THE ROAD, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0347'7 INCHES ABOVE GROUND.
 LG0347
 LG0347                          STATION RECOVERY (1985)
 LG0347
 LG0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0347'0.32 KM ( 0.2 MI) NORTH ALONG U.S. HGIHWAY 77, FROM THE POST OFFICE
 LG0347'IN CORTLAND, THENCE 3.38 KM (2.1 MI) RIGHT AND EAST ALONG EAST FIRST
 LG0347'STREET AND A PAVED ROAD, THENCE 0.48 KM (0.3 MI) LEFT AND NORTH ALONG
 LG0347'A GRAVELED ROAD, TO THE MARK ON THE LEFT, 31.1 M (102 FT) NORTH OF
 LG0347'CORT RM 1, 30.48 M (100.0 FT) NORTH FROM A POWERLINE POLE, 25.0 M (82
 LG0347'FT) NORTHWEST FROM STATION CORT 1961, 10.0 M (33 FT) WEST FROM THE
 LG0347'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1150 ***********************************************************************
 LG1150  DESIGNATION -  CORTLAND MUNICIPAL TANK
 LG1150  PID         -  LG1150
 LG1150  STATE/COUNTY-  NE/GAGE
 LG1150  USGS QUAD   -  CORTLAND (1964)
 LG1150
 LG1150                         *CURRENT SURVEY CONTROL
 LG1150  ___________________________________________________________________
 LG1150* NAD 83(1995)-  40 30 34.24914(N)    096 42 23.16619(W)     ADJUSTED  
 LG1150* NAVD 88     -                                                        
 LG1150  ___________________________________________________________________
 LG1150  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 LG1150  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 LG1150
 LG1150  HORZ ORDER  -  THIRD
 LG1150
 LG1150.The horizontal coordinates were established by classical geodetic methods
 LG1150.and adjusted by the National Geodetic Survey in August 1997..
 LG1150
 LG1150
 LG1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1150
 LG1150.The geoid height was determined by GEOID03.
 LG1150
 LG1150;                    North         East     Units Scale Factor Converg.
 LG1150;SPC NE       -    80,391.909   779,027.715   MT  0.99980842   +2 10 57.5
 LG1150;UTM  14      - 4,486,837.938   694,323.354   MT  1.00006483   +1 29 25.1
 LG1150
 LG1150                          SUPERSEDED SURVEY CONTROL
 LG1150
 LG1150  NAD 83(1986)-  40 30 34.25652(N)    096 42 23.16521(W) AD(       ) 4
 LG1150  NAD 27      -  40 30 34.25500(N)    096 42 22.08200(W) AD(       ) 3
 LG1150
 LG1150.Superseded values are not recommended for survey control.
 LG1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1150.See file dsdata.txt to determine how the superseded data were derived.
 LG1150
 LG1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9432386838(NAD 83)
 LG1150_MARKER: 53 = ELEVATED TANK
 LG1150_MARK LOGO: CGS   
 LG1150
 LG1150  HISTORY     - Date     Condition        Report By
 LG1150  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1150  HISTORY     - 1947     GOOD             CGS
 LG1150  HISTORY     - 19820609 GOOD             NGS
 LG1150  HISTORY     - 20020816 GOOD             USPSQD
 LG1150  HISTORY     - 20040603 GOOD             USPSQD
 LG1150
 LG1150                          STATION DESCRIPTION
 LG1150
 LG1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1150'THE TANK IS LOCATED AT THE NORTHEAST EDGE OF TOWN, 50 FEET WEST OF
 LG1150'U.S. HIGHWAY 77 AND 200 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LG1150'ROAD.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK ON THE
 LG1150'TOP.  IT IS ABOUT 100 FEET HIGH, SILVER IN COLOR WITH THE LETTERS
 LG1150'CORTLAND ON THE NORTH SIDE OF THE TANK.  THE POINT OBSERVED UPON
 LG1150'WAS THE BALL AT THE APEX OF THE ROOF.
 LG1150
 LG1150                          STATION RECOVERY (1947)
 LG1150
 LG1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1150'RECOVERED IN GOOD CONDITION.
 LG1150
 LG1150                          STATION RECOVERY (1982)
 LG1150
 LG1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1150'RECOVERED IN GOOD CONDITION.
 LG1150
 LG1150                          STATION RECOVERY (2002)
 LG1150
 LG1150'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG1150'TANK FOUND GOOD. U.S. HWY 77 HAS BEEN WIDENED. TANK IS NOW 10 FEET
 LG1150'WEST OF U.S. HWY 77 AND 200 FEET NORTH OF W. FIRST ST. REMAINDER OF
 LG1150'1947 DESCRIPTION IS ADEQUATE.
 LG1150
 LG1150                          STATION RECOVERY (2004)
 LG1150
 LG1150'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0469 ***********************************************************************
 LJ0469  DESIGNATION -  COTTONWOOD
 LJ0469  PID         -  LJ0469
 LJ0469  STATE/COUNTY-  NE/LINCOLN
 LJ0469  USGS QUAD   -  WELLFLEET NE (1956)
 LJ0469
 LJ0469                         *CURRENT SURVEY CONTROL
 LJ0469  ___________________________________________________________________
 LJ0469* NAD 83(1995)-  40 54 07.10098(N)    100 31 14.61977(W)     ADJUSTED  
 LJ0469* NAVD 88     -       908.     (meters)    2979.     (feet)  SCALED    
 LJ0469  ___________________________________________________________________
 LJ0469  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LJ0469  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 LJ0469
 LJ0469  HORZ ORDER  -  SECOND
 LJ0469
 LJ0469.The horizontal coordinates were established by classical geodetic methods
 LJ0469.and adjusted by the National Geodetic Survey in August 1997..
 LJ0469
 LJ0469.The orthometric height was scaled from a topographic map.
 LJ0469
 LJ0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0469
 LJ0469.The geoid height was determined by GEOID03.
 LJ0469
 LJ0469;                    North         East     Units Scale Factor Converg.
 LJ0469;SPC NE       -   118,779.972   456,136.457   MT  0.99971374   -0 20 42.3
 LJ0469;UTM  14      - 4,528,988.301   371,912.996   MT  0.99980193   -0 59 45.1
 LJ0469
 LJ0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0469!SPC NE       -   0.99986110  x   0.99971374  =   0.99957488
 LJ0469!UTM  14      -   0.99986110  x   0.99980193  =   0.99966306
 LJ0469
 LJ0469:                Primary Azimuth Mark                     Grid Az
 LJ0469:SPC NE       -  MAXWELL ATT CO KAC 33 RAD TWR            000 23 29.0
 LJ0469:UTM  14      -  MAXWELL ATT CO KAC 33 RAD TWR            001 02 31.8
 LJ0469
 LJ0469|---------------------------------------------------------------------|
 LJ0469| PID    Reference Object                     Distance      Geod. Az  |
 LJ0469|                                                           dddmmss.s |
 LJ0469| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX.25.4 KM 0000246.7 |
 LJ0469| MM0375 BRADY MUNICIPAL TANK                APPROX.18.9 KM 0444051.0 |
 LJ0469| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.25.6 KM 1562135.0 |
 LJ0469| CN9037 COTTONWOOD AZ MK                                   1883540.7 |
 LJ0469| LJ0475 DENVER GRAND IS AWY BCN 23          APPROX.37.4 KM 1941649.0 |
 LJ0469| CN9039 COTTONWOOD RM 2                      18.355 METERS 26948     |
 LJ0469| CN9038 COTTONWOOD RM 1                      18.305 METERS 34700     |
 LJ0469|---------------------------------------------------------------------|
 LJ0469
 LJ0469                          SUPERSEDED SURVEY CONTROL
 LJ0469
 LJ0469  NAD 83(1986)-  40 54 07.10633(N)    100 31 14.62665(W) AD(       ) 2
 LJ0469  NAD 27      -  40 54 07.08433(N)    100 31 13.13287(W) AD(       ) 2
 LJ0469
 LJ0469.Superseded values are not recommended for survey control.
 LJ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0469.See file dsdata.txt to determine how the superseded data were derived.
 LJ0469
 LJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7191328988(NAD 83)
 LJ0469_MARKER: DS = TRIANGULATION STATION DISK
 LJ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0469
 LJ0469  HISTORY     - Date     Condition        Report By
 LJ0469  HISTORY     - 1951     MONUMENTED       CGS
 LJ0469
 LJ0469                          STATION DESCRIPTION
 LJ0469
 LJ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0469'THE STATION IS LOCATED ABOUT 12.5 MILES SOUTH OF MAXWELL ON THE
 LJ0469'SUMMIT AND NEAR THE CENTER OF A NORTHWEST-SOUTHEAST RIDGE.
 LJ0469'IT IS STAMPED COTTONWOOD 1951 AND PROJECTS 3 INCHES.
 LJ0469'
 LJ0469'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE AND ON THE SAME
 LJ0469'ELEVATION AS THE STATION.  IT IS STAMPED COTTONWOOD NO 1 1951
 LJ0469'AND PROJECTS 4 INCHES.
 LJ0469'
 LJ0469'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE AND ON THE SAME
 LJ0469'ELEVATION AS THE STATION.  IT IS STAMPED COTTONWOOD NO 2 1951
 LJ0469'AND PROJECTS 5 INCHES.
 LJ0469'
 LJ0469'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 75.03 FEET.
 LJ0469'
 LJ0469'THE AZIMUTH MARK IS ON THE SUMMIT OF A SMALL HILL, 35 FEET WEST
 LJ0469'OF THE CENTER OF A TRACK ROAD AND 1 FOOT NORTHEAST OF A WITNESS
 LJ0469'POST.  IT IS STAMPED COTTONWOOD 1951 AND PROJECTS 2 INCHES.
 LJ0469'
 LJ0469'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD STATION
 LJ0469'IN MAXWELL, GO SOUTH ON STATE HIGHWAY 107 FOR 3.7 MILES TO
 LJ0469'FT. MC PHERSON NATIONAL CEMETERY ON RIGHT, CONTINUE SOUTH AND
 LJ0469'EAST ON HIGHWAY FOR 0.7 MILE TO A T ROAD RIGHT, TURN RIGHT
 LJ0469'AND GO SOUTH ON DIRT ROAD FOR 7.4 MILES TO A FORK.  TAKE LEFT
 LJ0469'FORK AND GO SOUTHEAST FOR 0.5 MILE TO A FORK, TAKE RIGHT FORK
 LJ0469'AND GO SOUTH ON MAIN TRAVELED ROAD FOR 1.7 MILES TO A GATE ON
 LJ0469'LEFT, TURN LEFT THROUGH GATE AND GO EAST ON TRACK ROAD FOR
 LJ0469'0.2 MILE TO A GATE ON LEFT IN EAST-WEST FENCE LINE.  TURN
 LJ0469'LEFT THROUGH GATE AND GO NORTHEAST AND NORTH FOR 0.25 MILE
 LJ0469'TO A FORK, TAKE LEFT FORK AND CONTINUE NORTH ON DIM TRACK ROAD
 LJ0469'FOR 0.45 MILE TO TOP OF SMALL HILL AND AZIMUTH MARK ON LEFT
 LJ0469'AS DESCRIBED.  CONTINUE NORTH FOR 0.15 MILE TO A GATE IN
 LJ0469'EAST-WEST FENCE LINE, PASS THROUGH GATE AND CONTINUE NORTH AND
 LJ0469'EAST FOR 0.2 MILE TO SUMMIT OF RIDGE AND STATION AS
 LJ0469'DESCRIBED.
 LJ0469'
 LJ0469'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0430 ***********************************************************************
 LJ0430  DESIGNATION -  COUNTRY CHURCH SPIRE F
 LJ0430  PID         -  LJ0430
 LJ0430  STATE/COUNTY-  NE/RED WILLOW
 LJ0430  USGS QUAD   -  WILSONVILLE NW (1983)
 LJ0430
 LJ0430                         *CURRENT SURVEY CONTROL
 LJ0430  ___________________________________________________________________
 LJ0430* NAD 83(1995)-  40 07 34.50796(N)    100 12 43.79627(W)     ADJUSTED  
 LJ0430* NAVD 88     -                                                        
 LJ0430  ___________________________________________________________________
 LJ0430  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 LJ0430  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 LJ0430
 LJ0430  HORZ ORDER  -  THIRD
 LJ0430
 LJ0430.The horizontal coordinates were established by classical geodetic methods
 LJ0430.and adjusted by the National Geodetic Survey in August 1997..
 LJ0430
 LJ0430
 LJ0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0430
 LJ0430.The geoid height was determined by GEOID03.
 LJ0430
 LJ0430;                    North         East     Units Scale Factor Converg.
 LJ0430;SPC NE       -    32,546.548   481,916.777   MT  0.99994532   -0 08 26.2
 LJ0430;UTM  14      - 4,442,474.288   396,719.396   MT  0.99973131   -0 46 52.6
 LJ0430
 LJ0430                          SUPERSEDED SURVEY CONTROL
 LJ0430
 LJ0430  NAD 83(1986)-  40 07 34.51302(N)    100 12 43.80025(W) AD(       ) 4
 LJ0430  NAD 27      -  40 07 34.48000(N)    100 12 42.30000(W) AD(       ) 3
 LJ0430
 LJ0430.Superseded values are not recommended for survey control.
 LJ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0430.See file dsdata.txt to determine how the superseded data were derived.
 LJ0430
 LJ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK9671942474(NAD 83)
 LJ0430_MARKER: 90 = CHURCH SPIRE
 LJ0430
 LJ0430  HISTORY     - Date     Condition        Report By
 LJ0430  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0430
 LJ0430                          STATION DESCRIPTION
 LJ0430
 LJ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0430'POINT OBSERVED UPON IS TIP OF SPIRE OF COUNTRY CHURCH LOCATED
 LJ0430'ABOUT 2.2 MILES WEST AND 4.6 MILES SOUTH OF TRIANGULATION
 LJ0430'STATION LOGAN, AND 1.9 MILES WEST AND 5.6 MILES NORTH OF
 LJ0430'TRIANGULATION STATION REED.
 LJ0430'
 LJ0430'STATION WAS OBSERVED FROM TRIANGULATION STATIONS LOGAN AND
 LJ0430'REED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0431 ***********************************************************************
 LJ0431  DESIGNATION -  COUNTRY CHURCH SPIRE E
 LJ0431  PID         -  LJ0431
 LJ0431  STATE/COUNTY-  NE/RED WILLOW
 LJ0431  USGS QUAD   -  DANBURY NE (1983)
 LJ0431
 LJ0431                         *CURRENT SURVEY CONTROL
 LJ0431  ___________________________________________________________________
 LJ0431* NAD 83(1995)-  40 10 30.90714(N)    100 19 50.17755(W)     ADJUSTED  
 LJ0431* NAVD 88     -                                                        
 LJ0431  ___________________________________________________________________
 LJ0431  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 LJ0431  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 LJ0431
 LJ0431  HORZ ORDER  -  THIRD
 LJ0431
 LJ0431.The horizontal coordinates were established by classical geodetic methods
 LJ0431.and adjusted by the National Geodetic Survey in August 1997..
 LJ0431
 LJ0431
 LJ0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0431
 LJ0431.The geoid height was determined by GEOID03.
 LJ0431
 LJ0431;                    North         East     Units Scale Factor Converg.
 LJ0431;SPC NE       -    38,018.656   471,842.850   MT  0.99992538   -0 13 08.7
 LJ0431;UTM  14      - 4,448,057.520   386,709.135   MT  0.99975800   -0 51 30.6
 LJ0431
 LJ0431                          SUPERSEDED SURVEY CONTROL
 LJ0431
 LJ0431  NAD 83(1986)-  40 10 30.91215(N)    100 19 50.18101(W) AD(       ) 4
 LJ0431  NAD 27      -  40 10 30.88800(N)    100 19 48.65600(W) AD(       ) 3
 LJ0431
 LJ0431.Superseded values are not recommended for survey control.
 LJ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0431.See file dsdata.txt to determine how the superseded data were derived.
 LJ0431
 LJ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK8670948058(NAD 83)
 LJ0431_MARKER: 90 = CHURCH SPIRE
 LJ0431
 LJ0431  HISTORY     - Date     Condition        Report By
 LJ0431  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0431
 LJ0431                          STATION DESCRIPTION
 LJ0431
 LJ0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0431'POINT OBSERVED UPON IS TIP OF SPIRE OF COUNTRY CHURCH, LOCATED
 LJ0431'ABOUT 9.0 MILES WEST AND 1.5 MILES SOUTH OF TRIANGULATION
 LJ0431'STATION LOGAN AND 3.1 MILES WEST AND 3.7 MILES NORTH OF
 LJ0431'TRIANGULATION STATIONS LOGAN, REED, AND SINK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0519 ***********************************************************************
 MN0519  DESIGNATION -  COURT
 MN0519  PID         -  MN0519
 MN0519  STATE/COUNTY-  NE/MORRILL
 MN0519  USGS QUAD   -  COURTHOUSE ROCK (1965)
 MN0519
 MN0519                         *CURRENT SURVEY CONTROL
 MN0519  ___________________________________________________________________
 MN0519* NAD 83(1995)-  41 36 38.67524(N)    103 05 53.48591(W)     ADJUSTED  
 MN0519* NAVD 88     -      1173.     (meters)    3848.     (feet)  SCALED    
 MN0519  ___________________________________________________________________
 MN0519  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 MN0519  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 MN0519
 MN0519  HORZ ORDER  -  SECOND
 MN0519
 MN0519.The horizontal coordinates were established by classical geodetic methods
 MN0519.and adjusted by the National Geodetic Survey in August 1997..
 MN0519
 MN0519.The orthometric height was scaled from a topographic map.
 MN0519
 MN0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0519
 MN0519.The geoid height was determined by GEOID03.
 MN0519
 MN0519;                    North         East     Units Scale Factor Converg.
 MN0519;SPC NE       -   201,962.489   241,897.124   MT  0.99966026   -2 03 11.4
 MN0519;UTM  13      - 4,608,305.733   658,463.070   MT  0.99990902   +1 15 47.5
 MN0519
 MN0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0519!SPC NE       -   0.99981919  x   0.99966026  =   0.99947951
 MN0519!UTM  13      -   0.99981919  x   0.99990902  =   0.99972822
 MN0519
 MN0519|---------------------------------------------------------------------|
 MN0519| PID    Reference Object                     Distance      Geod. Az  |
 MN0519|                                                           dddmmss.s |
 MN0519| CP6892 COURT RM 1                           12.461 METERS 05203     |
 MN0519| CP6891 COURT AZ MK                                        1850911.5 |
 MN0519| MN0521 BIRDCAGE GAP NEB GAME FISH MST      APPROX.10.0 KM 2721118.0 |
 MN0519| CP6893 COURT RM 2                           13.720 METERS 32727     |
 MN0519| MN0517 BRIDGEPORT WATER TANK               APPROX. 6.1 KM 3573242.6 |
 MN0519|---------------------------------------------------------------------|
 MN0519
 MN0519                          SUPERSEDED SURVEY CONTROL
 MN0519
 MN0519  NAD 83(1995)-  41 36 38.67494(N)    103 05 53.48585(W) AD(       ) 2
 MN0519  NAD 83(1986)-  41 36 38.66798(N)    103 05 53.48844(W) AD(       ) 2
 MN0519  NAD 27      -  41 36 38.75990(N)    103 05 51.73610(W) AD(       ) 2
 MN0519
 MN0519.Superseded values are not recommended for survey control.
 MN0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0519.See file dsdata.txt to determine how the superseded data were derived.
 MN0519
 MN0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5846308306(NAD 83)
 MN0519_MARKER: DS = TRIANGULATION STATION DISK
 MN0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0519_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0519+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 MN0519
 MN0519  HISTORY     - Date     Condition        Report By
 MN0519  HISTORY     - 1963     MONUMENTED       CGS
 MN0519  HISTORY     - 20060627 GOOD             NEDR
 MN0519
 MN0519                          STATION DESCRIPTION
 MN0519
 MN0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0519'THE STATION IS LOCATED ON LAND OWNED BY MR. JOHN BENTLEY ABOUT
 MN0519'4 MILES SOUTH OF BRIDGEPORT, 1.4 MILES NORTHEAST OF COURTHOUSE
 MN0519'ROCK, A PROMINENT NATURAL LAND MARK, AND ON THE EAST SIDE OF
 MN0519'A DEEP CUT WHERE STATE HIGHWAY 88 PASSES OVER A RIDGE.
 MN0519'
 MN0519'TO REACH THE STATION FROM THE SOUTH END OF MAIN STREET AND
 MN0519'STATE HIGHWAY 88 IN BRIDGEPORT, DRIVE SOUTH ON STATE HIGHWAY
 MN0519'88 FOR 0.05 MILE TO THE BURLINGTON RAILROAD DEPOT ON THE EAST
 MN0519'SIDE OF THE HIGHWAY.  CONTINUE SOUTH ON STATE HIGHWAY 88 FOR
 MN0519'3.95 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE
 MN0519'EAST SIDE OF THE HIGHWAY.  TURN LEFT AND DRIVE EAST ON THE
 MN0519'JOHN BENTLEY FARM ENTRANCE ROAD FOR 0.2 MILE TO THE EAST END
 MN0519'OF AN EAST-WEST ROW OF TREES AND A WIRE GATE IN AN EAST-WEST
 MN0519'FENCE.  TURN LEFT AND DRIVE NORTH, PASSING THROUGH THE WIRE
 MN0519'GATE, ACROSS PASTURE LAND FOR 0.1 MILE TO A TRACK ROAD.
 MN0519'TURN LEFT AND DRIVE NORTHWEST AND NORTH ON THE TRACK ROAD
 MN0519'FOR 0.35 MILE TO THE TOP OF A RIDGE.  TURN LEFT AND DRIVE
 MN0519'SOUTHWEST FOR 0.05 MILE TO THE STATION ON THE HIGHEST
 MN0519'POINT OF THE RIDGE.
 MN0519'
 MN0519'THE STATION MARK IS A STANDARD DISK, STAMPED COURT 1963, SET
 MN0519'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0519'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0519'IT IS 52 FEET NORTHEAST OF A RAILROAD TIE FENCE POST IN THE
 MN0519'EAST RIGHT-OF-WAY FENCE ALONG STATE HIGHWAY 88.
 MN0519'
 MN0519'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COURT NO 1 1963,
 MN0519'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0519'12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0519'IT IS 93 FEET NORTHEAST OF A RAILROAD TIE FENCE POST IN THE
 MN0519'EAST RIGHT-OF-WAY FENCE ALONG STATE HIGHWAY 88.
 MN0519'
 MN0519'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COURT NO 2 1963,
 MN0519'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0519'12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0519'IT IS 76 FEET NORTH-NORTHEAST OF A RAILROAD TIE FENCE POST
 MN0519'IN THE EAST RIGHT-OF-WAY FENCE ALONG STATE HIGHWAY 88.
 MN0519'
 MN0519'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COURT 1963, SET
 MN0519'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0519'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0519'IT IS 76 FEET NORTH OF THE CENTER OF THE EAST-WEST ENTRANCE
 MN0519'ROAD TO THE BENTLEY FARM RESIDENCE, 58 FEET EAST OF THE CENTER
 MN0519'OF STATE HIGHWAY 88, 41 FEET NORTH OF A TELEPHONE AND POWER
 MN0519'POLE, 2.2 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH
 MN0519'A SIGN ATTACHED AND 0.8 FOOT EAST OF THE EAST RIGHT-OF-WAY
 MN0519'FENCE ALONG STATE HIGHWAY 88.
 MN0519
 MN0519                          STATION RECOVERY (2006)
 MN0519
 MN0519'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (TEA)
 MN0519'RECOVERED STATION MARK, REFERENCE 1,2 AND THE AZIMUTH MARK ALL IN GOOD
 MN0519'CONDITION
 MN0519'FARM ENTERANCE FOR ASIMUTH MARK IS OWNED BY HOUSTON'S, NOT BENTLEY.
 MN0519'ALL OTHER DIRECTIONS AND DISTANCES ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1151 ***********************************************************************
 LG1151  DESIGNATION -  COURTLAND RESET
 LG1151  PID         -  LG1151
 LG1151  STATE/COUNTY-  NE/LANCASTER
 LG1151  USGS QUAD   -  CORTLAND (1964)
 LG1151
 LG1151                         *CURRENT SURVEY CONTROL
 LG1151  ___________________________________________________________________
 LG1151* NAD 83(1995)-  40 32 15.52487(N)    096 42 28.24505(W)     ADJUSTED  
 LG1151* NAVD 88     -       445.     (meters)    1460.     (feet)  SCALED    
 LG1151  ___________________________________________________________________
 LG1151  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 LG1151  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 LG1151
 LG1151  HORZ ORDER  -  FIRST
 LG1151
 LG1151.The horizontal coordinates were established by classical geodetic methods
 LG1151.and adjusted by the National Geodetic Survey in August 1997..
 LG1151
 LG1151.The orthometric height was scaled from a topographic map.
 LG1151
 LG1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1151
 LG1151.The geoid height was determined by GEOID03.
 LG1151
 LG1151;                    North         East     Units Scale Factor Converg.
 LG1151;SPC NE       -    83,508.408   778,789.351   MT  0.99980010   +2 10 54.1
 LG1151;UTM  14      - 4,489,957.899   694,122.589   MT  1.00006387   +1 29 24.9
 LG1151
 LG1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1151!SPC NE       -   0.99993431  x   0.99980010  =   0.99973442
 LG1151!UTM  14      -   0.99993431  x   1.00006387  =   0.99999817
 LG1151
 LG1151:                Primary Azimuth Mark                     Grid Az
 LG1151:SPC NE       -  HICKMAN MUNICIPAL TANK                   029 56 25.4
 LG1151:UTM  14      -  HICKMAN MUNICIPAL TANK                   030 37 54.6
 LG1151
 LG1151|---------------------------------------------------------------------|
 LG1151| PID    Reference Object                     Distance      Geod. Az  |
 LG1151|                                                           dddmmss.s |
 LG1151| LG1149 HICKMAN MUNICIPAL TANK              APPROX.11.4 KM 0320719.5 |
 LG1151| LG1146 HOLLAND REFORM CHURCH SPIRE         APPROX.11.7 KM 0562913.6 |
 LG1151| CL6304 COURTLAND RM 3                       15.397 METERS 08805     |
 LG1151| LG1153 COURTLAND AZ MK                     APPROX. 0.8 KM 0905424.0 |
 LG1151| LG1147 FIRTH MUNICIPAL TANK                APPROX. 8.7 KM 0930712.8 |
 LG1151| CL6302 COURTLAND RM 1                       26.423 METERS 09639     |
 LG1151| LG1148 FIRTH ST JOHNS LUTHERAN CHURCH      APPROX. 7.8 KM 1143646.0 |
 LG1151| LG1150 CORTLAND MUNICIPAL TANK             APPROX. 3.1 KM 1774828.8 |
 LG1151| CL6303 COURTLAND RM 2                       20.934 METERS 18924     |
 LG1151|---------------------------------------------------------------------|
 LG1151
 LG1151                          SUPERSEDED SURVEY CONTROL
 LG1151
 LG1151  NAD 83(1986)-  40 32 15.53319(N)    096 42 28.24319(W) AD(       ) 1
 LG1151  NAD 27      -  40 32 15.52500(N)    096 42 27.16200(W) AD(       ) 1
 LG1151
 LG1151.Superseded values are not recommended for survey control.
 LG1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1151.See file dsdata.txt to determine how the superseded data were derived.
 LG1151
 LG1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9412389958(NAD 83)
 LG1151_MARKER: DS = TRIANGULATION STATION DISK
 LG1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1151_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1151+STABILITY: SURFACE MOTION
 LG1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1151+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1151
 LG1151  HISTORY     - Date     Condition        Report By
 LG1151  HISTORY     - 1947     MONUMENTED       CGS
 LG1151  HISTORY     - 1969     POOR             LOCSUR
 LG1151  HISTORY     - 1969     MARK NOT FOUND   CGS
 LG1151  HISTORY     - 1976     GOOD             NGS
 LG1151  HISTORY     - 1977     GOOD             NEDR
 LG1151  HISTORY     - 1981     GOOD             LOCENG
 LG1151  HISTORY     - 2002     GOOD             NEDR
 LG1151
 LG1151                          STATION DESCRIPTION
 LG1151
 LG1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1151'THE STATION IS LOCATED ABOUT 19 MILES SOUTH OF LINCOLN, 2 MILES
 LG1151'NORTH OF CORTLAND AND 1 MILE NORTH OF THE GAGE COUNTY LINE.  IT IS
 LG1151'AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD AND IN THE NORTHEAST
 LG1151'ANGLE FORMED BY AN EAST-WEST GRAVELED ROAD AND THE C.B. AND Q.
 LG1151'RAILROAD TRACKS.  IT IS 30.5 FEET NORTH OF THE CENTER OF THE
 LG1151'GRAVELED ROAD, 61 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 LG1151'TRACKS AND 16.5 FEET EAST OF A FENCE CORNER.  IT IS STAMPED
 LG1151'COURTLAND 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1151'
 LG1151'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF A CULTIVATED FIELD, 21
 LG1151'FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD.  IT IS
 LG1151'STAMPED COURTLAND NO 1 1947 AND IS FLUSH WITH THE SURFACE OF THE
 LG1151'GROUND.
 LG1151'
 LG1151'REFERENCE MARK NO. 2 IS IN THE NORTHWEST CORNER OF A CULTIVATED
 LG1151'FIELD, 12.5 FEET SOUTH OF THE FENCE CORNER.  IT IS 36.5 FEET SOUTH
 LG1151'OF THE CENTER OF THE EAST-WEST GRAVELED ROAD, 47 FEET EAST OF THE
 LG1151'EAST RAIL OF THE RAILROAD TRACKS AND 1 FOOT EAST OF A NORTH-SOUTH
 LG1151'FENCE LINE.  IT IS STAMPED COURTLAND NO 2 1947 AND PROJECTS 6
 LG1151'INCHES.
 LG1151'
 LG1151'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF THE EAST-WEST GRAVELED ROAD,
 LG1151'34 FEET SOUTH OF THE CENTER OF THE ROAD, 1 FOOT NORTH OF AN
 LG1151'EAST-WEST FENCE LINE AND 2 FEET WEST OF A TELEPHONE POLE.  IT IS
 LG1151'STAMPED COURTLAND 1947 AND PROJECTS 6 INCHES.
 LG1151'
 LG1151'TO REACH THE STATION FROM THE WATER TANK IN CORTLAND, GO NORTH ON
 LG1151'U.S. HIGHWAY 77 FOR 2 MILES TO A CROSSROAD, TURN RIGHT, EAST, FOR
 LG1151'0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LG1151'
 LG1151'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.5 MILE TO
 LG1151'THE MARK ON THE RIGHT.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT LONE STAR IS VISIBLE AT 50 FEET.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT KALLEMEYN IS VISIBLE AT 30 FEET.
 LG1151'
 LG1151'AN 87 FOOT SIGNAL AT WEST POINT IS VISIBLE AT 30 FEET.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT JAKES IS VISIBLE AT 10 FEET.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT INDIAN IS VISIBLE AT 20 FEET.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT SNAKE IS VISIBLE AT 20 FEET.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 20 FEET.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT HALLAM IS VISIBLE AT 10 FEET.
 LG1151'
 LG1151'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 20 FEET.
 LG1151'
 LG1151'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 30 FEET.
 LG1151'
 LG1151'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG1151
 LG1151                          STATION RECOVERY (1969)
 LG1151
 LG1151'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969 (WA)
 LG1151'RECOVERED BY WESTERN AIR MAPS INC.
 LG1151'
 LG1151'COURTLAND 1947 LAYING IN DRAINAGE DITCH AT DESCRIBED LOCATION
 LG1151'(DESTROYED)
 LG1151'
 LG1151'RM 1 DESTROYED
 LG1151'
 LG1151'RM 2 OK
 LG1151
 LG1151                          STATION RECOVERY (1969)
 LG1151
 LG1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1151'STATION MARK AND REFERENCE MARK NO. 1 WERE DESTROYED WHEN ROAD WAS
 LG1151'WIDENED.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE RECOVERED
 LG1151'AND FOUND IN GOOD CONDITION.  SEVERAL HOURS WAS SPENT TRYING TO
 LG1151'FIND LOCATION OF STATION MARK BUT THE ANGLE BETWEEN THE COURTLAND
 LG1151'WATER TANK AND THE AZIMUTH MARK DID NOT CHECK SO THE STATION WAS
 LG1151'NOT RESET.  IT IS POSSIBLE THE AZIMUTH MARK MIGHT OF BEEN MOVED
 LG1151'BECAUSE THE MARK IS AT THE NORTH EDGE OF THE ROAD DITCH.  THIS
 LG1151'STATION SHOULD BE CONSIDERED DESTROYED.
 LG1151'
 LG1151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 LG1151'NORTH OF COURTLAND.
 LG1151
 LG1151                          STATION RECOVERY (1976)
 LG1151
 LG1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1151'THE AZIMUTH MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 LG1151'GOOD CONDITION.  THE STATION MARKS AND REFERENCE MARK 1 HAD BEEN
 LG1151'DESTROYED BY ROAD CONSTRUCTION.  THIS DATE NEW STATION MARKS WERE
 LG1151'SET AT THE ORIGINAL LOCATION BY USING THE DIRECTION AND DISTANCE
 LG1151'METHOD.  REFERENCE MARK 3 WAS ALSO ESTABLISHED.  A POLARIS
 LG1151'OBSERVATION WAS MADE AT THIS STATION THE 9/29/76.  FOLLOWING IS A NEW
 LG1151'COMPLETE DESCRIPTION--
 LG1151'
 LG1151'THE STATION IS LOCATED ABOUT 19 MILES SOUTH OF LINCOLN AND 2 MILES
 LG1151'NORTH OF CORTLAND AND 1 MILE NORTH OF THE GAGE COUNTYLINE, IN THE
 LG1151'NORTH DITCH BANK OF AN EAST-WEST COUNTY ROAD.
 LG1151'
 LG1151'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN CORTLAND, GO
 LG1151'NORTH ON US HIGHWAY 77 FOR 1.9 MILES TO A CROSSROAD, TURN RIGHT AND
 LG1151'GO EAST, CROSS RAILROAD TRACK AND THE STATION ON THE LEFT, A DISTANCE
 LG1151'OF 0.05 MILE FROM THE US HIGHWAY 77.
 LG1151'
 LG1151'THE STATION MARKS ARE STANDARD DISKS STAMPED CORTLAND 1947 1976.  THE
 LG1151'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1151'FLUSH ON IT SOUTH SIDE AND IN NORTH CUT BANK FOR DITCH.  IT IS 62.5
 LG1151'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK, 30 FEET NORTH
 LG1151'OF THE CENTER OF THE SURFACED ROAD, 16 FEET EAST OF A CONCRETE
 LG1151'CORNER FENCE POST AND 1.8 FEET WEST OF A METAL WITNESS POST.  THE
 LG1151'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 4
 LG1151'FEET BELOW THE TOP OF THE SURFACE MARK.
 LG1151'
 LG1151'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CORTLAND NO 2 1947, SET
 LG1151'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 LG1151'GROUND SURFACE.  IT IS 46.8 FEET EAST OF THE EAST RAIL OF THE
 LG1151'RAILROAD TRACK, 38 FEET SOUTH OF THE CENTER OF THE SURFACED ROAD, 7
 LG1151'FEET SOUTH OF A TELEPHONE POLE AND 1.7 FEET EAST OF A CONCRETE
 LG1151'CORNER FENCE POST.
 LG1151'
 LG1151'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1151'CORTLAND 1947 NO 3 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT
 LG1151'IS 113 EAST OF THE EAST RAIL OF THE RAILROAD TRACK, 66.5 FEET EAST
 LG1151'OF THE CONCRETE CORNER FENCE POST NEAR THE STATION MARK, 31 FEET
 LG1151'NORTH OF THE CENTER OF THE SURFACED ROAD, 17 FEET WEST OF THE CENTER
 LG1151'OF A FIELD APPROACH AND 1 FOOT WEST OF A METAL WITNESS POST.
 LG1151'
 LG1151'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CORTLAND 1947, SET IN THE
 LG1151'TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 LG1151'SURFACE.  IT IS 51.5 FEET WEST OF A TELEPHONE POLE, 32 FEET SOUTH
 LG1151'OF THE CENTER OF THE SURFACED ROAD, 2 FEET EAST-NORTHEAST OF A
 LG1151'METAL WITNESS POST AND IN THE EAST-WEST FENCELINE AT EDGE OF
 LG1151'ROAD DITCH.
 LG1151'
 LG1151'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE SURFACED
 LG1151'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LG1151'
 LG1151'NOTE--A 3/4 INCH REBAR, ABOUT 3 FEET IN LENGTH WAS PLACED IN THE
 LG1151'STATION MARK CONCRETE MONUMENT AND A 3 FEET LENGTH WAS DRIVEN INTO
 LG1151'THE GROUND BESIDE THE AZIMUTH MARK.
 LG1151'
 LG1151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.0 MILES
 LG1151'NORTH OF CORTLAND.
 LG1151
 LG1151                          STATION RECOVERY (1977)
 LG1151
 LG1151'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1977 (AB)
 LG1151'STATION MARK AND REFERENCE MARK NO. 3, NO. 2 AND AZIMUTH MARK WERE
 LG1151'RECOVERED IN GOOD CONDITION.
 LG1151'
 LG1151'NEAREST TOWN--CORTLAND.
 LG1151
 LG1151                          STATION RECOVERY (1981)
 LG1151
 LG1151'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1151'COURTLAND 1947 RESET 1976 RECOVERED GOOD.
 LG1151'
 LG1151'RMS 1 AND 2 NOT SEARCHED FOR.
 LG1151'
 LG1151'COURTLAND 1947 RECOVERED GOOD (AZI MARK) BANK IS ERODING GROUND
 LG1151'MARK.
 LG1151'
 LG1151'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI N. OF COURTLAND.
 LG1151
 LG1151                          STATION RECOVERY (2002)
 LG1151
 LG1151'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1151'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0548 ***********************************************************************
 MN0548  DESIGNATION -  COW
 MN0548  PID         -  MN0548
 MN0548  STATE/COUNTY-  NE/CHEYENNE
 MN0548  USGS QUAD   -  LORENZO (1972)
 MN0548
 MN0548                         *CURRENT SURVEY CONTROL
 MN0548  ___________________________________________________________________
 MN0548* NAD 83(1995)-  41 02 41.44752(N)    103 00 08.62553(W)     ADJUSTED  
 MN0548* NAVD 88     -      1312.     (meters)    4304.     (feet)  SCALED    
 MN0548  ___________________________________________________________________
 MN0548  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 MN0548  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 MN0548
 MN0548  HORZ ORDER  -  THIRD
 MN0548
 MN0548.The horizontal coordinates were established by classical geodetic methods
 MN0548.and adjusted by the National Geodetic Survey in August 1997..
 MN0548
 MN0548.The orthometric height was scaled from a topographic map.
 MN0548
 MN0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0548
 MN0548.The geoid height was determined by GEOID03.
 MN0548
 MN0548;                    North         East     Units Scale Factor Converg.
 MN0548;SPC NE       -   138,891.097   247,692.936   MT  0.99969076   -1 59 22.8
 MN0548;SPC CO N     -   497,800.328 1,124,379.054   MT  1.00005291   +1 36 49.6
 MN0548;SPC CO N     - 1,633,199.91  3,688,900.28   sFT  1.00005291   +1 36 49.6
 MN0548;UTM  13      - 4,545,657.750   667,892.382   MT  0.99994693   +1 18 43.3
 MN0548
 MN0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0548!SPC NE       -   0.99979739  x   0.99969076  =   0.99948821
 MN0548!SPC CO N     -   0.99979739  x   1.00005291  =   0.99985029
 MN0548!UTM  13      -   0.99979739  x   0.99994693  =   0.99974433
 MN0548
 MN0548:                Primary Azimuth Mark                     Grid Az
 MN0548:SPC NE       -  SIDNEY COLLIER TV MAST                   070 15 40.3
 MN0548:SPC CO N     -  SIDNEY COLLIER TV MAST                   066 39 27.9
 MN0548:UTM  13      -  SIDNEY COLLIER TV MAST                   066 57 34.2
 MN0548
 MN0548|---------------------------------------------------------------------|
 MN0548| PID    Reference Object                     Distance      Geod. Az  |
 MN0548|                                                           dddmmss.s |
 MN0548| MN0481 SIDNEY COLLIER TV MAST              APPROX. 2.3 KM 0681617.5 |
 MN0548| MN0480 HAND                                APPROX. 2.2 KM 0714212.7 |
 MN0548| CP6894 COW RM 1                             17.057 METERS 18036     |
 MN0548| CP6895 COW RM 2                              8.636 METERS 27039     |
 MN0548|---------------------------------------------------------------------|
 MN0548
 MN0548                          SUPERSEDED SURVEY CONTROL
 MN0548
 MN0548  NAD 83(1995)-  41 02 41.44738(N)    103 00 08.62557(W) AD(       ) 3
 MN0548  NAD 83(1995)-  41 02 41.44077(N)    103 00 08.62676(W) AD(       ) 3
 MN0548  NAD 83(1986)-  41 02 41.43993(N)    103 00 08.62665(W) AD(       ) 3
 MN0548  NAD 27      -  41 02 41.49030(N)    103 00 06.90680(W) AD(       ) 3
 MN0548
 MN0548.Superseded values are not recommended for survey control.
 MN0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0548.See file dsdata.txt to determine how the superseded data were derived.
 MN0548
 MN0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6789245658(NAD 83)
 MN0548_MARKER: DS = TRIANGULATION STATION DISK
 MN0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0548_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0548
 MN0548  HISTORY     - Date     Condition        Report By
 MN0548  HISTORY     - 1963     MONUMENTED       CGS
 MN0548
 MN0548                          STATION DESCRIPTION
 MN0548
 MN0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0548'THE STATION IS LOCATED ON THE PROPERTY OF MR. EDWARD NELSON, WHICH
 MN0548'IS ABOUT 6-1/2 MILES SOUTH AND 1 MILE WEST OF SIDNEY AND 3-1/2
 MN0548'MILES EAST AND 1/4 MILE SOUTH OF LORENZO.
 MN0548'
 MN0548'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST ON
 MN0548'U.S. HIGHWAY 30 FOR 0.7 MILE TO THE JUNCTION OF STATE HIGHWAY
 MN0548'19.  TURN RIGHT, SOUTH ON STATE HIGHWAY 19 FOR 2.6 MILES TO WHERE
 MN0548'THE HIGHWAY TURNS RIGHT AND A GRAVELED ROAD STRAIGHT AHEAD.
 MN0548'CONTINUE STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 4.15 MILES
 MN0548'TO A T-INTERSECTION.  TURN RIGHT, WEST ON GRAVELED ROAD FOR 1.45
 MN0548'MILES TO A SIDE ROAD LEFT AND A HOUSE ON THE RIGHT.  TURN LEFT,
 MN0548'SOUTH ON GRAVELED ROAD FOR 0.2 MILE TO FARM HOME ON THE RIGHT
 MN0548'AND THE STATION ON THE RIGHT, WEST SIDE OF THE ROAD AS
 MN0548'DESCRIBED.
 MN0548'
 MN0548'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0548'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND IS STAMPED
 MN0548'COW 1963.  IT IS 89 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 MN0548'GRAVELED ROAD, 76 FEET NORTH OF THE CENTER OF THE ROAD LEADING TO
 MN0548'A FARM HOME AND 58.5 FEET NORTH OF A TELEPHONE POLE AND WITNESS
 MN0548'SIGN.
 MN0548'
 MN0548'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0548'12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE
 MN0548'GROUND AND IS STAMPED COW NO 1 1963.  IT IS 20 FEET NORTH OF
 MN0548'THE CENTER OF A ROAD LEADING TO A FARM HOME AND 2 FEET NORTH OF
 MN0548'A TELEPHONE POLE AND WITNESS SIGN.
 MN0548'
 MN0548'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0548'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND
 MN0548'IS STAMPED COW NO 2 1963.  IT IS 76 FEET NORTH OF THE CENTER OF
 MN0548'A ROAD LEADING TO A FARM HOME, 65 FEET NORTHWEST OF A TELEPHONE
 MN0548'POLE AND WITNESS SIGN AND 9-1/2 FEET WEST OF A SMALL ELM TREE.
 MN0548'
 MN0548'TRINGULATION STATION HAND WAS USED FOR THE AZIMUTH MARK.  SEE
 MN0548'DESCRIPTION THERE-OF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1024 ***********************************************************************
 LH1024  DESIGNATION -  COWAN
 LH1024  PID         -  LH1024
 LH1024  STATE/COUNTY-  NE/FURNAS
 LH1024  USGS QUAD   -  HOLLINGER (1958)
 LH1024
 LH1024                         *CURRENT SURVEY CONTROL
 LH1024  ___________________________________________________________________
 LH1024* NAD 83(1995)-  40 11 25.81593(N)    099 38 22.87770(W)     ADJUSTED  
 LH1024* NAVD 88     -       687.23   (+/-2cm)    2254.7    (feet)  VERTCON   
 LH1024  ___________________________________________________________________
 LH1024  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LH1024  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 LH1024
 LH1024  HORZ ORDER  -  FIRST
 LH1024  VERT ORDER  -  THIRD ? (See Below)
 LH1024
 LH1024.The horizontal coordinates were established by classical geodetic methods
 LH1024.and adjusted by the National Geodetic Survey in August 1997..
 LH1024
 LH1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1024.The vertical order pertains to the NGVD 29 superseded value.
 LH1024
 LH1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1024
 LH1024.The geoid height was determined by GEOID03.
 LH1024
 LH1024;                    North         East     Units Scale Factor Converg.
 LH1024;SPC NE       -    39,722.222   530,680.171   MT  0.99991932   +0 14 19.6
 LH1024;UTM  14      - 4,449,097.859   445,548.256   MT  0.99963650   -0 24 46.2
 LH1024
 LH1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1024!SPC NE       -   0.99989610  x   0.99991932  =   0.99981543
 LH1024!UTM  14      -   0.99989610  x   0.99963650  =   0.99953264
 LH1024
 LH1024:                Primary Azimuth Mark                     Grid Az
 LH1024:SPC NE       -  OXFORD MUNICIPAL TANK                    004 23 01.7
 LH1024:UTM  14      -  OXFORD MUNICIPAL TANK                    005 02 07.5
 LH1024
 LH1024|---------------------------------------------------------------------|
 LH1024| PID    Reference Object                     Distance      Geod. Az  |
 LH1024|                                                           dddmmss.s |
 LH1024| LH1015 OXFORD MUNICIPAL TANK               APPROX. 7.0 KM 0043721.3 |
 LH1024| CN9051 COWAN RM 1                           31.724 METERS 00749     |
 LH1024| LH1363 ORLEANS CONSUM PWR DIST MAST        APPROX.14.0 KM 1052339.0 |
 LH1024| LH1364 ORLEANS MUNICIPAL STANDPIPE         APPROX.17.2 KM 1101809.7 |
 LH1024| CN9050 COWAN AZ MK RESET                                  1765110.3 |
 LH1024| CN9049 COWAN AZ MK                                        1783111.6 |
 LH1024| CN9052 COWAN RM 2                           37.963 METERS 26316     |
 LH1024| CN9053 COWAN RM 3                           33.232 METERS 35420     |
 LH1024|---------------------------------------------------------------------|
 LH1024
 LH1024                          SUPERSEDED SURVEY CONTROL
 LH1024
 LH1024  NAD 83(1986)-  40 11 25.82078(N)    099 38 22.87956(W) AD(       ) 1
 LH1024  NAD 27      -  40 11 25.78900(N)    099 38 21.47700(W) AD(       ) 1
 LH1024  NGVD 29 (07/19/86)  686.96   (m)         2253.8    (f) LEVELING    3  
 LH1024
 LH1024.Superseded values are not recommended for survey control.
 LH1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1024.See file dsdata.txt to determine how the superseded data were derived.
 LH1024
 LH1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4554849098(NAD 83)
 LH1024_MARKER: DS = TRIANGULATION STATION DISK
 LH1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1024
 LH1024  HISTORY     - Date     Condition        Report By
 LH1024  HISTORY     - 1935     MONUMENTED       CGS
 LH1024  HISTORY     - 1951     GOOD             CGS
 LH1024  HISTORY     - 1959     GOOD             CGS
 LH1024
 LH1024                          STATION DESCRIPTION
 LH1024
 LH1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1024'STATION IS 4-1/2 MILES SOUTH OF OXFORD, NEBRASKA, AND IS LOCATED
 LH1024'IN THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SEC. 25, T.
 LH1024'3 N., R. 21 W.  IT IS 3 MILES DUE NORTH OF THE INTERSECTION OF
 LH1024'NEBRASKA STATE HIGHWAYS 89 AND 46, IN THE NORTHWEST CORNER OF THE
 LH1024'INTERSECTION OF THE HIGHWAY AND A GRADED EAST-WEST ROAD, IN THE
 LH1024'SOUTHEAST CORNER OF A RYE FIELD OWNED BY M.M. COWAN WHO LIVES
 LH1024'1-1/2 MILES NORTH, 15 FEET WEST OF A NORTH-SOUTH WIRE FENCE, 41
 LH1024'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 46, 15 FEET NORTH
 LH1024'OF AN EAST-WEST WIRE FENCE, 41 FEET NORTH OF THE CENTERLINE OF A
 LH1024'GRADED EAST-WEST ROAD, 55 FEET NORTHWEST OF THE ROAD
 LH1024'INTERSECTION, AND MARK IS SET 12 INCHES BELOW THE GROUND
 LH1024'SURFACE.
 LH1024'
 LH1024'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 1
 LH1024'FOOT WEST OF A NORTH-SOUTH FENCE, 28 FEET WEST OF THE CENTERLINE
 LH1024'OF STATE HIGHWAY 46, AND PROJECTS 4 INCHES.
 LH1024'
 LH1024'REFERENCE MARK NO. 2IS WEST OF THE STATION, 1 FOOT
 LH1024'NORTH OF AN EAST-WEST FENCE, 24 FEET NORTH OF THE CENTERLINE
 LH1024'OF THE EAST-WEST GRADED ROAD AND PROJECTS 4 INCHES.
 LH1024'
 LH1024'AZIMUTH MARK IS SOUTH OF THE STATION, 1-1/2 FEET
 LH1024'WEST OF A NORTH-SOUTH WIRE FENCE, 24 FEET WEST OF THE CENTERLINE
 LH1024'OF STATE HIGHWAY 46 AND PROJECTS 6 INCHES.
 LH1024'
 LH1024'STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAY 46 AND
 LH1024'STATE HIGHWAY 3 IN OXFORD, NEBRASKA, BY DRIVING SOUTH ON
 LH1024'STATE HIGHWAY 46 FOR 4.5 MILES TO INTERSECTION OF AN EAST-WEST
 LH1024'GRADED ROAD AND STATION.
 LH1024'
 LH1024'A 15-FOOT STAND CLEARS ALL LINES.
 LH1024'
 LH1024'ELEVATION 2260 FEET.
 LH1024
 LH1024                          STATION RECOVERY (1951)
 LH1024
 LH1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1024'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LH1024'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK
 LH1024'WAS ESTABLISHED.  THE DIRECTION OF THE OXFORD, MUNICIPAL
 LH1024'WATER TANK AND REFERENCE MARK NO. 1 WERE FOUND TO BE IN ERROR.
 LH1024'A CHECK WAS MADE IN THE FIELD AND THE 1951 DIRECTIONS ARE ASSUMED
 LH1024'TO BE CORRECT.
 LH1024'
 LH1024'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1024'
 LH1024'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF OXFORD AND IN
 LH1024'THE SOUTHEAST CORNER OF A CULTIVATED FIELD JUST NORTHWEST OF A T
 LH1024'ROAD INTERSECTION.  IT IS 45.0 FEET WEST OF THE CENTER OF STATE
 LH1024'HIGHWAY 46, 39.0 FEET NORTH OF THE CENTER OF AN EAST-WEST GRADED
 LH1024'ROAD, 12.0 FEET NORTHWEST OF A FENCE CORNER AND 7.0 FEET
 LH1024'WEST-NORTHWEST OF A POWERLINE POLE.  IT IS SET 15 INCHES
 LH1024'UNDERGROUND AND STAMPED COWAN 1935.
 LH1024'
 LH1024'REFERENCE MARK NO. 1 IS 35.0 FEET WEST OF THE CENTER OF STATE
 LH1024'HIGHWAY 46, 1.5 FEET SOUTH OF A WITNESS POST AND 1.0 FOOT WEST OF
 LH1024'A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 LH1024'COWAN NO 1 1935.
 LH1024'
 LH1024'REFERENCE MARK NO. 2 IS 24.0 FEET NORTH OF THE CENTER OF AN
 LH1024'EAST-WEST GRADED ROAD, 2.0 FEET EAST OF A WITNESS POST AND 1.0
 LH1024'FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH AND
 LH1024'STAMPED COWAN NO 2 1935.
 LH1024'
 LH1024'THE DISTANCE BETWEEN REFERENCE MARKS IS 181.4 FEET.
 LH1024'
 LH1024'THE AZIMUTH MARK IS LOCATED 0.5 MILE SOUTH OF THE STATION,
 LH1024'ON THE SOUTH SLOPE OF A HILL AND ON THE EAST RIGHT-OF-WAY OF
 LH1024'STATE HIGHWAY 46.  IT IS 42.0 FEET EAST OF THE CENTER OF STATE
 LH1024'HIGHWAY 46, 2.0 FEET SOUTH OF A WITNESS POST AND SET IN AN OLD
 LH1024'NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 LH1024'COWAN 1935 RESET 1951.
 LH1024'
 LH1024'TO REACH THE STATION FROM THE CROSS STREET JUST SOUTHEAST OF
 LH1024'THE DEPOT IN OXFORD, GO SOUTH ON STATE HIGHWAY 46 FOR 4.1 MILES
 LH1024'TO A T ROAD INTERSECTION AND THE STATION ON THE RIGHT AS
 LH1024'DESCRIBED.
 LH1024
 LH1024                          STATION RECOVERY (1959)
 LH1024
 LH1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LH1024'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1024'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG STATE
 LH1024'HIGHWAY 46 WILL DESTROY THE AZIMUTH MARK AND REFERENCE MARK
 LH1024'NO. 1.  THEY WERE MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 LH1024'
 LH1024'STATION IS LOCATED ABOUT 4 MILES SOUTH OF OXFORD ALONG THE
 LH1024'RIGHT-OF-WAY OF STATE HIGHWAY 46, 77 FEET WEST OF THE CENTER OF
 LH1024'THE HIGHWAY, 42 FEET NORTH OF THE CENTER OF ROAD GOING WEST
 LH1024'FROM THE HIGHWAY, 19 FEET NORTHEAST OF THE SOUTHEAST CORNER
 LH1024'OF A FENCE, 13 FEET EAST OF FENCE, 4 FEET NORTHEAST OF POWER
 LH1024'POLE, AND 2 FEET SOUTH OF A NEW WITNESS SIGN POST.  THE MARK
 LH1024'IS 16 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LH1024'STAMPED COWAN 1935.
 LH1024'
 LH1024'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 46
 LH1024'IN OXFORD, GO SOUTH ON STATE HIGHWAY 46 FOR 4.0 MILES TO A
 LH1024'T-ROAD WEST AND THE STATION ON THE RIGHT AS DESCRIBED.
 LH1024'
 LH1024'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 111 FEET WEST OF THE
 LH1024'SOUTHEAST FENCE CORNER, 24 FEET NORTH OF AN EAST-WEST GRADED
 LH1024'ROAD, AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS 2
 LH1024'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LH1024'COWAN NO 2 1935.
 LH1024'
 LH1024'REFERENCE MARK NO. 3 IS NORTH OF THE STATION, 89 FEET WEST
 LH1024'OF THE CENTER OF STATE HIGHWAY 46, 2 FEET SOUTH OF A WHITE
 LH1024'WITNESS POST, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 LH1024'2 INCHES AND THE DISK IS STAMPED COWAN NO 3 1935.
 LH1024'
 LH1024'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 65 FEET EAST OF
 LH1024'THE CENTER OF STATE HIGHWAY 46, 3 FEET NORTH OF A TELEPHONE
 LH1024'POLE, AND 2 FEET SOUTH OF A NEW WITNESS SIGN POST.  THE MARK
 LH1024'PROJECTS 4 INCHES AND THE DISK IS STAMPED COWAN 1935 RESET 1959.
 LH1024'
 LH1024'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 LH1024'HIGHWAY 46 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0514 ***********************************************************************
 MN0514  DESIGNATION -  COWBOY
 MN0514  PID         -  MN0514
 MN0514  STATE/COUNTY-  NE/MORRILL
 MN0514  USGS QUAD   -  COWBOY HILL (1986)
 MN0514
 MN0514                         *CURRENT SURVEY CONTROL
 MN0514  ___________________________________________________________________
 MN0514* NAD 83(1995)-  41 54 45.25381(N)    102 57 19.52742(W)     ADJUSTED  
 MN0514* NAVD 88     -      1298.     (meters)    4259.     (feet)  SCALED    
 MN0514  ___________________________________________________________________
 MN0514  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 MN0514  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 MN0514
 MN0514  HORZ ORDER  -  THIRD
 MN0514
 MN0514.The horizontal coordinates were established by classical geodetic methods
 MN0514.and adjusted by the National Geodetic Survey in August 1997..
 MN0514
 MN0514.The orthometric height was scaled from a topographic map.
 MN0514
 MN0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0514
 MN0514.The geoid height was determined by GEOID03.
 MN0514
 MN0514;                    North         East     Units Scale Factor Converg.
 MN0514;SPC NE       -   235,039.018   254,931.235   MT  0.99968374   -1 57 30.8
 MN0514;UTM  13      - 4,642,090.500   669,562.423   MT  0.99995380   +1 21 57.9
 MN0514
 MN0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0514!SPC NE       -   0.99979949  x   0.99968374  =   0.99948330
 MN0514!UTM  13      -   0.99979949  x   0.99995380  =   0.99975330
 MN0514
 MN0514|---------------------------------------------------------------------|
 MN0514| PID    Reference Object                     Distance      Geod. Az  |
 MN0514|                                                           dddmmss.s |
 MN0514| CP6897 COWBOY RM 1                          13.219 METERS 05222     |
 MN0514| CP6898 COWBOY RM 2                          18.227 METERS 13842     |
 MN0514| CP6896 COWBOY AZ MK                                       2810528.1 |
 MN0514|---------------------------------------------------------------------|
 MN0514
 MN0514                          SUPERSEDED SURVEY CONTROL
 MN0514
 MN0514  NAD 83(1995)-  41 54 45.25352(N)    102 57 19.52757(W) AD(       ) 3
 MN0514  NAD 83(1986)-  41 54 45.25001(N)    102 57 19.52803(W) AD(       ) 3
 MN0514  NAD 27      -  41 54 45.35600(N)    102 57 17.78600(W) AD(       ) 3
 MN0514
 MN0514.Superseded values are not recommended for survey control.
 MN0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0514.See file dsdata.txt to determine how the superseded data were derived.
 MN0514
 MN0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6956242090(NAD 83)
 MN0514_MARKER: DS = TRIANGULATION STATION DISK
 MN0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0514
 MN0514  HISTORY     - Date     Condition        Report By
 MN0514  HISTORY     - 1946     MONUMENTED       CGS
 MN0514
 MN0514                          STATION DESCRIPTION
 MN0514
 MN0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0514'LOCATED 14 MILES SOUTH-SOUTHWEST OF ALLIANCE, 4 MILES EAST-SOUTHEAST
 MN0514'OF OF THE BONNER CATTLE LOAN CO. RANCH HOUSE AND 60 YARDS EAST
 MN0514'OF A WIRE FENCE ON THE HIGHEST POINT OF A PROMINENT SAND HILL.
 MN0514'IT IS STAMPED COWBOY 1946 AND PROJECTS 4 INCHES.
 MN0514'
 MN0514'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 MN0514'IT IS STAMPED COWBOY NO 1 1946 AND PROJECTS 6 INCHES.
 MN0514'
 MN0514'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 MN0514'IT IS STAMPED COWBOY NO 2 1946 AND PROJECTS 6 INCHES.
 MN0514'
 MN0514'THE AZIMUTH MARK IS 0.3 MILE WEST-NORTH WEST OF A LONE WINDMILL
 MN0514'AND 60 PACES WEST OF A TRACK ROAD ON THE HIGHEST POINT OF A SAND
 MN0514'DUNE.  IT IS STAMPED COWBOY 1946 AND PROJECTS 12 INCHES.
 MN0514'
 MN0514'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 2
 MN0514'AND 19 AT THE SOUTH EDGE OF ALLIANCE, GO SOUTH ON NO. 19 FOR
 MN0514'13.35 MILES TO A SIDE ROAD ON THE LEFT AT THE BONNER RAILROAD
 MN0514'SIDING, THEN TURN LEFT, EAST, CROSS TRACK FOR 0.45 MILE TO A
 MN0514'FORK.  TAKE LEFT FORK, CROSSING AN AUTO GATE, EASTERLY FOR 0.1
 MN0514'MILE TO THE BONNER CATTLE LOAN CO. RANCH BUILDINGS.  THEN RIGHT,
 MN0514'SOUTH FOR 0.1 MILE TO A FORK BETWEEN TWO BARNS.  THEN RIGHT
 MN0514'FORK FOR ABOUT 100 FEET TO A FORK.  THEN LEFT FORK, SOUTHERLY,
 MN0514'FOR 0.6 MILE TO A FORK ABOUT 100 YARDS NORTH OF A NORTHEAST
 MN0514'FENCE CORNER.  TAKE THE LEFT FORK (TRACK ROAD EVENTUALLY
 MN0514'DISAPPEARS) EASTERLY FOR 1.05 MILES TO A LONE WINDMILL.
 MN0514'CONTINUE EASTERLY FOR 0.1 MILE TO A TRACK ROAD.  THEN FOLLOW
 MN0514'TRACK ROAD EASTERLY FOR 1.8 MILES TO THE AZIMUTH MARK ON THE
 MN0514'RIGHT.  CONTINUE SOUTHEASTERLY ON THE TRACK ROAD FOR 0.3
 MN0514'MILES TO A LONE WINDMILL ON THE LEFT.  TURN LEFT, KEEPING TO
 MN0514'THE LEFT (NORTH) SIDE OF THE WINDMILL AND GO EASTERLY, ACROSS
 MN0514'COUNTRY, FOR 0.65 MILE TO A NORTH-SOUTH WIRE FENCE.  TAKE
 MN0514'FENCE DOWN, CONTINUE EASTERLY, FOR 60 YARDS TO THE HIGHEST
 MN0514'POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1182 ***********************************************************************
 LH1182  DESIGNATION -  COWLES ATT RELAY TOWER
 LH1182  PID         -  LH1182
 LH1182  STATE/COUNTY-  NE/WEBSTER
 LH1182  USGS QUAD   -  COWLES (1974)
 LH1182
 LH1182                         *CURRENT SURVEY CONTROL
 LH1182  ___________________________________________________________________
 LH1182* NAD 83(1995)-  40 07 47.78124(N)    098 25 33.68162(W)     ADJUSTED  
 LH1182* NAVD 88     -                                                        
 LH1182  ___________________________________________________________________
 LH1182  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 LH1182  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 LH1182
 LH1182  HORZ ORDER  -  THIRD
 LH1182
 LH1182.The horizontal coordinates were established by classical geodetic methods
 LH1182.and adjusted by the National Geodetic Survey in August 1997..
 LH1182
 LH1182
 LH1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1182
 LH1182.The geoid height was determined by GEOID03.
 LH1182
 LH1182;                    North         East     Units Scale Factor Converg.
 LH1182;SPC NE       -    34,154.758   634,137.932   MT  0.99994380   +1 02 35.1
 LH1182;UTM  14      - 4,442,337.239   548,901.678   MT  0.99962944   +0 22 11.8
 LH1182
 LH1182                          SUPERSEDED SURVEY CONTROL
 LH1182
 LH1182  NAD 83(1986)-  40 07 47.78873(N)    098 25 33.68022(W) AD(       ) 4
 LH1182  NAD 27      -  40 07 47.74597(N)    098 25 32.46924(W) AD(       ) 3
 LH1182
 LH1182.Superseded values are not recommended for survey control.
 LH1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1182.See file dsdata.txt to determine how the superseded data were derived.
 LH1182
 LH1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4890242337(NAD 83)
 LH1182_MARKER: 44 = MICROWAVE MAST
 LH1182_MARK LOGO: CGS   
 LH1182
 LH1182  HISTORY     - Date     Condition        Report By
 LH1182  HISTORY     - 1967     FIRST OBSERVED   CGS
 LH1182  HISTORY     - 1967     GOOD             CGS
 LH1182  HISTORY     - 19810826 GOOD             NGS
 LH1182
 LH1182                          STATION DESCRIPTION
 LH1182
 LH1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (COP)
 LH1182'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF GUIDE ROCK, ABOUT
 LH1182'6 MILES NORTHEAST OF RED CLOUD AND ABOUT 3 MILES SOUTH OF COWLES IN
 LH1182'AN OPEN FIELD ON THE WEST SIDE OF A GRAVELED ROAD.  THE TOWERS ARE
 LH1182'CONSTRUCTED OF STEEL AND ARE ABOUT 250 FEET HIGH, THEY ARE PAINTED
 LH1182'RED AND WHITE.  THE TOWERS ARE IN LINE NORTH AND SOUTH THE TOWERS
 LH1182'AND SMALL BUILDING ARE ENCLOSED IN A 6 FOOT CHAIN-LINK FENCE.  THE
 LH1182'POINT INTERSECTED WAS RED ON TOP.
 LH1182'
 LH1182'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 281 AND 136
 LH1182'IN RED CLOUD, GO EAST ON US HIGHWAY 136 FOR 4.85 MILES TO GRAVELED
 LH1182'CROSS ROAD.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 2.6 MILES
 LH1182'TO A GRAVELED DRIVEWAY ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.1
 LH1182'MILE TO STATION AS DESCRIBED.
 LH1182
 LH1182                          STATION RECOVERY (1967)
 LH1182
 LH1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LH1182'RECOVERED IN GOOD CONDITION.
 LH1182
 LH1182                          STATION RECOVERY (1981)
 LH1182
 LH1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH1182'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LH1182'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1534 ***********************************************************************
 LH1534  DESIGNATION -  COWLES AZ MK 2
 LH1534  PID         -  LH1534
 LH1534  STATE/COUNTY-  NE/WEBSTER
 LH1534  USGS QUAD   -  COWLES (1974)
 LH1534
 LH1534                         *CURRENT SURVEY CONTROL
 LH1534  ___________________________________________________________________
 LH1534* NAD 83(1995)-  40 13 11.36454(N)    098 25 44.96066(W)     ADJUSTED  
 LH1534* NAVD 88     -       584.     (meters)    1916.     (feet)  SCALED    
 LH1534  ___________________________________________________________________
 LH1534  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 LH1534  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 LH1534
 LH1534  HORZ ORDER  -  THIRD
 LH1534
 LH1534.The horizontal coordinates were established by classical geodetic methods
 LH1534.and adjusted by the National Geodetic Survey in August 1997..
 LH1534
 LH1534.The orthometric height was scaled from a topographic map.
 LH1534
 LH1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1534
 LH1534.The geoid height was determined by GEOID03.
 LH1534
 LH1534;                    North         East     Units Scale Factor Converg.
 LH1534;SPC NE       -    44,128.079   633,689.644   MT  0.99990786   +1 02 27.6
 LH1534;UTM  14      - 4,452,312.179   548,570.620   MT  0.99962904   +0 22 07.0
 LH1534
 LH1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1534!SPC NE       -   0.99991238  x   0.99990786  =   0.99982025
 LH1534!UTM  14      -   0.99991238  x   0.99962904  =   0.99954146
 LH1534
 LH1534                          SUPERSEDED SURVEY CONTROL
 LH1534
 LH1534  NAD 83(1986)-  40 13 11.37126(N)    098 25 44.96048(W) AD(       ) 3
 LH1534
 LH1534.Superseded values are not recommended for survey control.
 LH1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1534.See file dsdata.txt to determine how the superseded data were derived.
 LH1534
 LH1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4857152312(NAD 83)
 LH1534_MARKER: DZ = AZIMUTH MARK DISK
 LH1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1534_SP_SET: CONCRETE POST
 LH1534_STAMPING: COWLES 1947 NO 2 1981
 LH1534_MARK LOGO: NGS   
 LH1534_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1534+STABILITY: SURFACE MOTION
 LH1534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1534+SATELLITE: SATELLITE OBSERVATIONS - 1981
 LH1534
 LH1534  HISTORY     - Date     Condition        Report By
 LH1534  HISTORY     - 1981     MONUMENTED       NGS
 LH1534  HISTORY     - 20010807 GOOD             NEDR
 LH1534
 LH1534                          STATION DESCRIPTION
 LH1534
 LH1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LH1534'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) SOUTH FROM BLUE HILL,
 LH1534'5.6 KM (3.5 MI) NORTH FROM COWLES AND ON COUNTY ROAD RIGHT-OF-WAY.
 LH1534'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 4,
 LH1534'4.83 KM (3.00 MI) SOUTH FROM BLUE HILL, GO SOUTH ON A GRADED COUNTY
 LH1534'ROAD FOR 8.05 KM (5.00 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 LH1534'A GRADED ROAD FOR 1.38 KM (0.86 MI) TO THE MARK ON THE LEFT.
 LH1534'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 LH1534'0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.  IT IS 7.0 M (23.0 FT)
 LH1534'NORTH FROM THE CENTERLINE OF THE ROAD AND 0.3 M (1.0 FT) WEST FROM A
 LH1534'WITNESS POST.
 LH1534
 LH1534                          STATION RECOVERY (2001)
 LH1534
 LH1534'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH1534'RECOVERED IN GOOD CONDITION.  NOTE-FROM THE CROSSROADS OF EAST
 LH1534'JUNCTION OF HIGHWAY 4 AND HIGHWAY 281 W/LINK L-91-0.  PROCEED SOUTH
 LH1534'DOWN GRAVEL COUNTY ROAD 5.05 MILES (8.13 KM) TO A CROSSROADS.  THEN
 LH1534'TURN LEFT GOING EAST DOWN GRAVEL COUNTY ROAD 0.75 MILES (1.21 KM) TO
 LH1534'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1181 ***********************************************************************
 LH1181  DESIGNATION -  COWLES RESET
 LH1181  PID         -  LH1181
 LH1181  STATE/COUNTY-  NE/WEBSTER
 LH1181  USGS QUAD   -  COWLES (1974)
 LH1181
 LH1181                         *CURRENT SURVEY CONTROL
 LH1181  ___________________________________________________________________
 LH1181* NAD 83(1995)-  40 13 10.92831(N)    098 26 09.60723(W)     ADJUSTED  
 LH1181* NAVD 88     -       587.     (meters)    1926.     (feet)  SCALED    
 LH1181  ___________________________________________________________________
 LH1181  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 LH1181  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 LH1181
 LH1181  HORZ ORDER  -  SECOND
 LH1181
 LH1181.The horizontal coordinates were established by classical geodetic methods
 LH1181.and adjusted by the National Geodetic Survey in August 1997..
 LH1181
 LH1181.The orthometric height was scaled from a topographic map.
 LH1181
 LH1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1181
 LH1181.The geoid height was determined by GEOID03.
 LH1181
 LH1181;                    North         East     Units Scale Factor Converg.
 LH1181;SPC NE       -    44,104.064   633,107.286   MT  0.99990791   +1 02 11.2
 LH1181;UTM  14      - 4,452,295.004   547,988.183   MT  0.99962835   +0 21 51.1
 LH1181
 LH1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1181!SPC NE       -   0.99991196  x   0.99990791  =   0.99981987
 LH1181!UTM  14      -   0.99991196  x   0.99962835  =   0.99954034
 LH1181
 LH1181|---------------------------------------------------------------------|
 LH1181| PID    Reference Object                     Distance      Geod. Az  |
 LH1181|                                                           dddmmss.s |
 LH1181| CN9054 COWLES RM 1                          17.305 METERS 02325     |
 LH1181| LH1534 COWLES AZ MK 2                      APPROX. 0.6 KM 0884030.4 |
 LH1181| LH1580 COWLES RM 3                           9.160 METERS 08917     |
 LH1181| LH1579 COWLES AZ MK                                       0901906.9 |
 LH1181| LH1182 COWLES ATT RELAY TOWER              APPROX.10.0 KM 1750720.6 |
 LH1181| LH1581 COWLES RM 4                          71.110 METERS 27026     |
 LH1181| CN9055 COWLES RM 2                          24.868 METERS 30854     |
 LH1181|---------------------------------------------------------------------|
 LH1181
 LH1181                          SUPERSEDED SURVEY CONTROL
 LH1181
 LH1181  NAD 83(1986)-  40 13 10.93499(N)    098 26 09.60692(W) AD(       ) 2
 LH1181  NAD 27      -  40 13 10.88800(N)    098 26 08.40600(W) AD(       ) 2
 LH1181
 LH1181.Superseded values are not recommended for survey control.
 LH1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1181.See file dsdata.txt to determine how the superseded data were derived.
 LH1181
 LH1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4798852295(NAD 83)
 LH1181_MARKER: DS = TRIANGULATION STATION DISK
 LH1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1181_SP_SET: CONCRETE POST
 LH1181_STAMPING: COWLES 1947 1966
 LH1181_MARK LOGO: CGS   
 LH1181_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1181+STABILITY: SURFACE MOTION
 LH1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1181+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1981
 LH1181
 LH1181  HISTORY     - Date     Condition        Report By
 LH1181  HISTORY     - 1947     MONUMENTED       CGS
 LH1181  HISTORY     - 1966     MARK NOT FOUND   CGS
 LH1181  HISTORY     - 1966     GOOD             CGS
 LH1181  HISTORY     - 19810826 GOOD             NGS
 LH1181
 LH1181                          STATION DESCRIPTION
 LH1181
 LH1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1181'STATION IS LOCATED ABOUT 8 MILES SOUTH AND 1 MILE EAST OF BLUE HILL
 LH1181'ON THE SUMMIT OF A LOW RIDGE.  THE MARK, STAMPED COWLES 1947, IS 27
 LH1181'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 15 FEET WEST OF
 LH1181'THE CENTER LINE OF A FIELD DRIVEWAY, 7 FEET EAST OF A WITNESS POST
 LH1181'AND PROJECTS 6 INCHES.
 LH1181'
 LH1181'REFERENCE MARK NO. 1, STAMPED COWLES NO 1 1947, IS 25 FEET NORTH OF
 LH1181'THE CENTER LINE OF AN EAST-WEST ROAD AND PROJECTS 4 INCHES.
 LH1181'
 LH1181'REFERENCE MARK NO. 2, STAMPED COWLES NO 2 1947, IS 25 FEET NORTH OF
 LH1181'THE CENTER LINE OF AN EAST-WEST ROAD AND PROJECTS 6 INCHES.
 LH1181'
 LH1181'THE AZIMUTH MARK, STAMPED COWLES 1947, IS 28 FEET SOUTH OF THE
 LH1181'CENTER LINE OF AN EAST-WEST ROAD, 23 FEET EAST OF THE CENTER LINE
 LH1181'OF A DRIVEWAY TO A FIELD, 4 FEET WEST OF A TELEPHONE POLE AND
 LH1181'PROJECTS 4 INCHES.
 LH1181'
 LH1181'TO REACH THE STATION FROM BLUE HILL, GO SOUTH ON U.S. HIGHWAY NO.
 LH1181'281 FOR 3.0 MILES TO THE JUNCTION WITH STATE HIGHWAY NO. 4.  AT THE
 LH1181'JUNCTION, CONTINUE STRAIGHT AHEAD SOUTH, FOR 5.0 MILES TO A
 LH1181'CROSSROAD.  AT THE CROSSROAD, TURN LEFT EAST, AND GO 0.5 MILE TO
 LH1181'THE SUMMIT OF A LOW RIDGE AND STATION NEAR FIELD DRIVEWAY ON THE
 LH1181'RIGHT, SOUTH SIDE OF ROAD.
 LH1181'
 LH1181'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.35 MILE TO
 LH1181'SUMMIT OF RIDGE AND MARK NEAR TELEPHONE POLE.
 LH1181'
 LH1181'A 47 FOOT SIGNAL AT STATION REIHER IS VG.
 LH1181'
 LH1181'A 74 FOOT SIGNAL AT STATION BLUE HILL 1898 IS VG.
 LH1181'
 LH1181'A 74 FOOT SIGNAL AT STATION BANGERT IS VG.
 LH1181'
 LH1181'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LH1181
 LH1181                          STATION RECOVERY (1966)
 LH1181
 LH1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1181'THE STATION SURFACE MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 LH1181'NO. 2 WERE FOUND DESTROYED BY ROAD CONSTRUCTION.  THE STATION
 LH1181'UNDERGROUND MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 LH1181'GOOD CONDITION.
 LH1181'
 LH1181'THE STATION UNDERGROUND MARK WAS LOWERED AND A NEW SURFACE MARK WAS
 LH1181'SET.  REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 LH1181'
 LH1181'FOLLOWING IS A NEW DESCRIPTION.
 LH1181'
 LH1181'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 LH1181'STATE HIGHWAY 4 WHICH IS 3.0 MILES SOUTH OF BLUE HILL, GO SOUTH ON
 LH1181'A GRAVELED ROAD FOR 5.0 MILES TO A CROSSROAD.  TURN LEFT AND GO
 LH1181'EAST ON A GRAVELED ROAD FOR 0.5 MILE TO THE SUMMIT OF A LOW RIDGE
 LH1181'AND THE STATION ON THE RIGHT.  (CONTINUE EAST ON THE GRAVELED
 LH1181'ROAD FOR 0.35 MILE TO THE SUMMIT OF A RIDGE AND THE AZIMUTH MARK
 LH1181'ON THE RIGHT.)
 LH1181'
 LH1181'STATION MARKS ARE STANDARD DISKS STAMPED COWLES 1947 1966.  THE
 LH1181'SURFACE MARK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 LH1181'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET SOUTH OF THE
 LH1181'CENTER OF THE GRAVELED ROAD, 30 FEET WEST OF A TELEPHONE POLE, AND
 LH1181'1 FOOT SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 LH1181'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW
 LH1181'THE SURFACE OF THE GROUND.
 LH1181'
 LH1181'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED COWLES NO. 3 1947
 LH1181'1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LH1181'INCHES.  IT IS 32 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND
 LH1181'2 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE.
 LH1181'
 LH1181'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED COWLES NO. 4 1947
 LH1181'1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LH1181'INCHES.  IT IS 31 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND
 LH1181'1.5 FEET EAST-SOUTHEAST OF A TELEPHONE POLE.
 LH1181'
 LH1181'AZIMUTH MARK, A STANDARD DISK STAMPED COWLES 1950, IS SET IN THE
 LH1181'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 29
 LH1181'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 24 FEET WEST OF THE
 LH1181'CENTER OF A FIELD ENTRANCE, 17 FEET EAST-SOUTHEAST OF A TELEPHONE
 LH1181'POLE, 1 FOOT EAST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF A
 LH1181'FENCE.
 LH1181'
 LH1181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8 MILES SOUTH OF
 LH1181'BLUE HILL.
 LH1181
 LH1181                          STATION RECOVERY (1966)
 LH1181
 LH1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LH1181'RECOVERED IN GOOD CONDITION.
 LH1181
 LH1181                          STATION RECOVERY (1981)
 LH1181
 LH1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH1181'THE SURFACE STATION MARK, RM 3 AND RM 4 WERE RECOVERED IN GOOD
 LH1181'CONDITION.  THE AZIMUTH MARK WAS FOUND, UNDISTURBED, ON A DIRT MOUND
 LH1181'IN A DRAINAGE DITCH.  THE DISTANCES TO THE RMS AGREED FAVORABLY WITH
 LH1181'1966 DATA.  A CHECK ANGLE TO A DISTANT OBJECT WAS OBTAINED,
 LH1181'THEREFORE, THE UNDERGROUND MARK WAS NOT INSPECTED.  AN AZIMUTH MARK 2
 LH1181'WAS ESTABLISHED THIS DATE AND THE ORIGINAL AZIMUTH MARK WAS
 LH1181'DESTROYED.
 LH1181'THE 1966 ROUTING TO THE STATION IS STILL VALID.  TO REACH THE STATION
 LH1181'FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 4, 3.0 MI
 LH1181'(4.8 KM) SOUTH FROM BLUE HILL, GO SOUTH ON A GRAVELED ROAD FOR 5.0 MI
 LH1181'(8.0 KM) TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD
 LH1181'FOR 0.5 MI (0.8 KM) TO THE SUMMIT OF A LOW RIDGE AND THE STATION ON
 LH1181'THE RIGHT.
 LH1181'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LH1181'RECESSED 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.  IT ITS 10.4 M
 LH1181'(34.1 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 6.55 M (21.49 FT)
 LH1181'EAST FROM THE CENTERLINE OF A FIELD ENTRANCE, 0.3 M (1.0 FT) SOUTHEAST
 LH1181'FROM A WITNESS POST AND 0.3 M (1.0 FT) SOUTH FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0385 ***********************************************************************
 MM0385  DESIGNATION -  COX
 MM0385  PID         -  MM0385
 MM0385  STATE/COUNTY-  NE/LINCOLN
 MM0385  USGS QUAD   -  MAXWELL NE (1970)
 MM0385
 MM0385                         *CURRENT SURVEY CONTROL
 MM0385  ___________________________________________________________________
 MM0385* NAD 83(1995)-  41 12 36.62728(N)    100 32 33.02785(W)     ADJUSTED  
 MM0385* NAVD 88     -       940.     (meters)    3084.     (feet)  VERTCON   
 MM0385  ___________________________________________________________________
 MM0385  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 MM0385  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 MM0385
 MM0385  HORZ ORDER  -  FIRST
 MM0385
 MM0385.The horizontal coordinates were established by classical geodetic methods
 MM0385.and adjusted by the National Geodetic Survey in August 1997..
 MM0385
 MM0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0385
 MM0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0385
 MM0385.The geoid height was determined by GEOID03.
 MM0385
 MM0385;                    North         East     Units Scale Factor Converg.
 MM0385;SPC NE       -   153,007.325   454,516.539   MT  0.99967184   -0 21 34.3
 MM0385;UTM  14      - 4,563,235.797   370,683.607   MT  0.99980581   -1 00 59.0
 MM0385
 MM0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0385!SPC NE       -   0.99985600  x   0.99967184  =   0.99952789
 MM0385!UTM  14      -   0.99985600  x   0.99980581  =   0.99966184
 MM0385
 MM0385:                Primary Azimuth Mark                     Grid Az
 MM0385:SPC NE       -  MAXWELL ATT CO KAC 33 RAD TWR            168 30 32.7
 MM0385:UTM  14      -  MAXWELL ATT CO KAC 33 RAD TWR            169 09 57.4
 MM0385
 MM0385|---------------------------------------------------------------------|
 MM0385| PID    Reference Object                     Distance      Geod. Az  |
 MM0385|                                                           dddmmss.s |
 MM0385| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX. 9.0 KM 1680858.4 |
 MM0385| CN9057 COX RM 1 AZIMUTH                                   1903945.3 |
 MM0385| CN9056 COX AZ MK RESET                                    2172315.1 |
 MM0385| CN9058 COX RM 2                             96.328 METERS 23728     |
 MM0385| CN9059 COX RM 3                            141.088 METERS 32751     |
 MM0385|---------------------------------------------------------------------|
 MM0385
 MM0385                          SUPERSEDED SURVEY CONTROL
 MM0385
 MM0385  NAD 83(1986)-  41 12 36.63281(N)    100 32 33.03545(W) AD(       ) 1
 MM0385  NAD 27      -  41 12 36.63237(N)    100 32 31.53674(W) AD(       ) 1
 MM0385  NGVD 29 (07/19/86)  940.     (m)         3084.     (f) VERT ANG       
 MM0385
 MM0385.Superseded values are not recommended for survey control.
 MM0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0385.See file dsdata.txt to determine how the superseded data were derived.
 MM0385
 MM0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7068463236(NAD 83)
 MM0385_MARKER: DS = TRIANGULATION STATION DISK
 MM0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0385
 MM0385  HISTORY     - Date     Condition        Report By
 MM0385  HISTORY     - 1933     MONUMENTED       CGS
 MM0385  HISTORY     - 1951     GOOD             CGS
 MM0385  HISTORY     - 1973     GOOD             NGS
 MM0385
 MM0385                          STATION DESCRIPTION
 MM0385
 MM0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0385'ABOUT 12 MILES NORTHEAST OF NORTH PLATTE NEAR WEST QUARTER
 MM0385'CORNER, SEC. 4, T. 14 N., R. 28 W., COX PRECINCT, IN SANDY
 MM0385'PASTURE.
 MM0385'
 MM0385'REACHED FROM NORTH PLATTE VIA STATE HIGHWAY 16, NORTH AND
 MM0385'EAST 3.7 MILES, THENCE STRAIGHT EAST 1.2 MILES, AND NORTHEAST
 MM0385'BY MAIN ROAD 6.9 MILES TO A RANCH HOUSE.  KEEP MAIN ROAD
 MM0385'EAST 2.6 MILES TO SUKRAWS RANCH, THENCE SOUTH ON TRAIL 0.9
 MM0385'MILE, THENCE EAST ACROSS PASTURE 0.8 MILE TO STATION.  TRUCK
 MM0385'TO STATION.  STATION IS ON SOUTHWESTERLY OF HIGHEST KNOLLS
 MM0385'ON TOP OF SAND HILL AND ABOUT 100 YARDS EAST OF SECTION-LINE FENCE.
 MM0385'
 MM0385'REFERENCE MARK NO. 1 (AZIMUTH MARK), IS WEST
 MM0385'OF SOUTH OF STATION AT A FENCE CORNER, POSSIBLY SOUTHWEST
 MM0385'CORNER SEC. 4.
 MM0385'
 MM0385'REFERENCE MARK NO. 2, IS SOUTHWEST OF STATION IN
 MM0385'WEST SECTION-LINE FENCE.
 MM0385'
 MM0385'REFERENCE MARK NO. 3 IS NORTHWEST OF STATION IN
 MM0385'WEST SECTION-LINE FENCE.
 MM0385'
 MM0385'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MM0385
 MM0385                          STATION RECOVERY (1951)
 MM0385
 MM0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0385'THE STATION, REFERENCE MARK NUMBER 2 AND REFERENCE MARK NUMBER
 MM0385'3 WERE RECOVERED AND ARE IN GOOD CONDITION.  REFERENCE MARK NO.
 MM0385'1 (AZIMUTH MARK) WAS DESTROYED AND A NEW AZIMUTH MARK WAS
 MM0385'ESTABLISHED BY THIS PARTY.  THE DISTANCE TO REFERENCE MARK
 MM0385'NO. 3 WAS FOUND TO BE 27.85 FEET LONGER THAN THE 1933
 MM0385'MEASUREMENT.
 MM0385'
 MM0385'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 MM0385'
 MM0385'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF NORTH
 MM0385'PLATTE, ON THE HIGHEST POINT OF A GRASS COVERED SAND HILL.
 MM0385'IT IS 246 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 4 FEET
 MM0385'SOUTHWEST OF A WITNESS POST.  IT IS STAMPED COX 1933 AND
 MM0385'PROJECTS 4 INCHES.
 MM0385'
 MM0385'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF A NORTH-SOUTH FENCE
 MM0385'LINE.  IT IS STAMPED COX NO 2 1933 AND PROJECTS 4 INCHES.
 MM0385'
 MM0385'REFERENCE MARK NO. 3 IS SET IN A NORTH-SOUTH FENCE LINE.
 MM0385'IT IS STAMPED COX NO 3 1933 AND PROJECTS 3 INCHES.
 MM0385'
 MM0385'THE AZIMUTH MARK IS LOCATED 0.6 MILES SOUTHEAST OF A WINDMILL,
 MM0385'2 FEET EAST-NORTHEAST OF A WITNESS POST AND 1 FOOT NORTH OF
 MM0385'AN EAST-WEST FENCE LINE.  IT IS STAMPED COX 1933 RESET 1951
 MM0385'AND PROJECTS 5 INCHES.
 MM0385'
 MM0385'TO REACH THE STATION FROM THE POST OFFICE IN NORTH PLATTE,
 MM0385'GO NORTH ON U.S. HIGHWAYS 83 AND 30 FOR 0.65 MILE TO THE
 MM0385'POINT WHERE U.S. HIGHWAY 30 TURNS WEST.  CONTINUE NORTH ON
 MM0385'U.S. HIGHWAY 83 FOR 1.2 MILES TO A CROSSROAD, TURN RIGHT AND
 MM0385'GO EAST ON A GRAVELED ROAD FOR 2.2 MILES TO A T ROAD LEFT.
 MM0385'CONTINUE EAST FOR 1.0 MILE TO A T ROAD RIGHT, CONTINUE EAST
 MM0385'AND NORTHEAST ON A SAND ROAD FOR 1.55 MILES TO A CATTLE GUARD.
 MM0385'CROSS CATTLE GUARD AND CONTINUE NORTH AND EAST FOR 1.25
 MM0385'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE
 MM0385'NORTH AND EAST FOR 0.8 MILE TO A CATTLE GUARD.  CROSS CATTLE
 MM0385'GUARD AND GO NORTHERLY FOR 0.6 MILE TO A FENCE CORNER, GO
 MM0385'EAST FOR 0.6 MILE TO A T ROAD LEFT, CONTINUE EAST FOR 0.5
 MM0385'MILE TO A FORK, TAKE THE LEFT FORK AND GO NORTHERLY FOR
 MM0385'0.35 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST
 MM0385'FOR 0.4 MILE TO A CATTLE GUARD, CROSS THE CATTLE GUARD
 MM0385'AND CONTINUE NORTHEAST FOR 0.75 MILE TO A CATTLE GUARD.  CROSS
 MM0385'THE CATTLE GUARD AND GO EASTERLY FOR 0.5 MILE TO A CATTLE
 MM0385'GUARD SOUTHEAST OF A WINDMILL, CROSS CATTLE GUARD AND
 MM0385'CONTINUE EASTERLY FOR 1.15 MILES TO A CATTLE GUARD.
 MM0385'CROSS THE CATTLE GUARD AND GO NORTHEAST AND EAST FOR 1.4
 MM0385'MILES TO MR. EARNEST E. SUKRAWS HOME ON THE LEFT, TURN RIGHT
 MM0385'AND GO SOUTHERLY ON A DIM TRACK ROAD FOR 0.4 MILE TO A
 MM0385'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHERLY FOR 0.5
 MM0385'MILE TO A WINDMILL, TURN LEFT AND GO EAST ACROSS ROLLING
 MM0385'HILLS FOR 0.8 MILE TO A NORTH-SOUTH FENCE LINE AND A
 MM0385'TRIANGLE BLAZE ON A FENCE POST.  THE STATION IS ABOUT 100
 MM0385'YARDS SOUTHEAST ON THE HIGHEST POINT OF THE HILL.
 MM0385
 MM0385                          STATION RECOVERY (1973)
 MM0385
 MM0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0385'THE STATION MARK, REFERENCE MARKS 2 AND 3, AND THE AZIMUTH
 MM0385'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 MM0385'DISTANCE TO REFERENCE MARK 2 AND REFERENCE MARK 3 WAS
 MM0385'ELECTRONICALLY MEASURED.  A SHORTER DISTANCE OF 2.83 FEET TO
 MM0385'REFERENCE MARK 2 AND A SHORTER DISTANCE OF 0.56 FOOT TO
 MM0385'REFERENCE MARK 3 WAS CHECKED AND VERFIED.  THE DIRECTION
 MM0385'TO THE MARKS COMPARED FAVORABLY WITH THE 1951 DATA.  A NEW
 MM0385'AND COMPLETE DESCRIPTION FOLLOWS--
 MM0385'
 MM0385'THE STATION IS LOCATED 23 MILES SOUTHWEST OF ARNOLD, 18 MILES
 MM0385'SOUTH OF STAPLETON, 9 MILES NORTH OF MAXWELL, ON TOP OF A
 MM0385'GRASS COVERED SAND HILL, AND ON PROPERTY OWNED BY MR. HAROLD
 MM0385'SUKRAW, PHONE NUMBER 582-4420.
 MM0385'
 MM0385'TO REACH THE STATION FROM THE POST OFFICE IN ARNOLD GO NORTH
 MM0385'ON S. WALNUT STREET FOR 0.2 MILE TO THE JUNCTION WITH STATE
 MM0385'HIGHWAYS 70 AND 92.  TURN LEFT AND GO WEST ON STATE HIGHWAYS
 MM0385'70 AND 92 FOR 3.1 MILES TO THE LOGAN-CUSTER COUNTY LINE.
 MM0385'CONTINUE AHEAD, WEST ON STATE HIGHWAYS 70 AND 92 FOR 11.5
 MM0385'MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON BLADED SAND
 MM0385'ROAD FOR 2.05 MILES TO A T-ROAD.  TURN RIGHT AND GO WEST ON
 MM0385'BLADED ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 MM0385'AND GO SOUTH FOR 2.0 MILES TO A CROSSROAD.  CONTINUE AHEAD
 MM0385'SOUTH FOR 5.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST
 MM0385'FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON
 MM0385'MAIN BLADED SAND ROAD FOR 5.9 MILES TO A SIDE ROAD ON A
 MM0385'CURVE.  CONTINUE SOUTH ON MAIN ROAD FOR 1.6 MILES TO A
 MM0385'SIDE ROAD RIGHT AND CATTLE GUARD.  TURN RIGHT, PASS
 MM0385'OVER CATTLE GUARD AND GO SOUTHWEST ON DIM TRACK ROAD FOR
 MM0385'0.8 MILE TO A WINDMILL ON THE LEFT.  CONTINUE SOUTHERLY ON
 MM0385'DIM TRACK ROAD FOR 1.0 MILE TO A WINDMILL ON THE LEFT,
 MM0385'ABOUT 300 YARDS EAST OF THE TRACK ROAD.  BEAR RIGHT AND GO
 MM0385'WEST ACROSS PASTURE FOR 0.55 MILE TO A NORTH-SOUTH FENCE
 MM0385'AND GATE.  (TO REACH THE AZIMUTH MARK GO SOUTH FOR 0.1 MILE
 MM0385'TO FENCE CORNER.  TURN RIGHT AND GO WEST ALONG SOUTH SIDE
 MM0385'OF EAST-WEST FENCE LINE FOR 0.2 MILE TO THE MARK IN THE
 MM0385'FENCE LINE.) TURN RIGHT AND GO NORTH ALONG THE EAST
 MM0385'SIDE OF FENCE FOR 0.3 MILE TO THE TOP OF THE HILL, THEN
 MM0385'BEAR RIGHT AND GO EAST FOR 0.1 MILE TO THE HIGHEST POINT
 MM0385'AND THE STATION.
 MM0385'
 MM0385'THE STATION MARK IS A STANDARD DISK STAMPED COX 1933, SET
 MM0385'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MM0385'1 INCH ABOVE GROUND.  IT IS 29.0 FEET NORTH OF THE SOUTH
 MM0385'EDGE OF THE HILL AND 11.5 FEET WEST OF A 4 X 4-INCH WOODEN
 MM0385'WITNESS POST WITH SIGN ATTACHED.
 MM0385'
 MM0385'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COX NO 2 1933,
 MM0385'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MM0385'PROJECTS 3 INCHES ABOVE GROUND.  IT IS IN A NORTH-SOUTH FENCE
 MM0385'LINE AND ABOUT 12 FEET LOWER THAN THE STATION.
 MM0385'
 MM0385'REFERENCE MARK 3 IS A STANDARD DISK STAMPED COX NO 3 1933,
 MM0385'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MM0385'PROJECTS 3 INCHES ABOVE GROUND.  IT IS IN A NORTH-SOUTH FENCE
 MM0385'LINE AND ABOUT 5 FEET LOWER THAN THE STATION.
 MM0385'
 MM0385'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COX 1933 RESET
 MM0385'1951, SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT
 MM0385'THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS 1.0 FOOT NORTH
 MM0385'OF A EAST-WEST FENCE LINE.
 MM0385'
 MM0385'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MM0385'
 MM0385'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 MM0385'NORTH OF MAXWELL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0552 ***********************************************************************
 MN0552  DESIGNATION -  COYOTE
 MN0552  PID         -  MN0552
 MN0552  STATE/COUNTY-  NE/CHEYENNE
 MN0552  USGS QUAD   -  EASTERLY AIRPORT (1972)
 MN0552
 MN0552                         *CURRENT SURVEY CONTROL
 MN0552  ___________________________________________________________________
 MN0552* NAD 83(1995)-  41 06 42.87309(N)    103 12 55.31604(W)     ADJUSTED  
 MN0552* NAVD 88     -      1418.     (meters)    4652.     (feet)  SCALED    
 MN0552  ___________________________________________________________________
 MN0552  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 MN0552  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 MN0552
 MN0552  HORZ ORDER  -  SECOND
 MN0552
 MN0552.The horizontal coordinates were established by classical geodetic methods
 MN0552.and adjusted by the National Geodetic Survey in August 1997..
 MN0552
 MN0552.The orthometric height was scaled from a topographic map.
 MN0552
 MN0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0552
 MN0552.The geoid height was determined by GEOID03.
 MN0552
 MN0552;                    North         East     Units Scale Factor Converg.
 MN0552;SPC NE       -   146,974.815   230,080.790   MT  0.99968209   -2 07 50.9
 MN0552;SPC CO N     -   504,763.180 1,106,286.662   MT  1.00006986   +1 28 34.2
 MN0552;SPC CO N     - 1,656,043.87  3,629,542.16   sFT  1.00006986   +1 28 34.2
 MN0552;UTM  13      - 4,552,714.837   649,839.668   MT  0.99987633   +1 10 25.2
 MN0552
 MN0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0552!SPC NE       -   0.99978074  x   0.99968209  =   0.99946289
 MN0552!SPC CO N     -   0.99978074  x   1.00006986  =   0.99985058
 MN0552!UTM  13      -   0.99978074  x   0.99987633  =   0.99965709
 MN0552
 MN0552|---------------------------------------------------------------------|
 MN0552| PID    Reference Object                     Distance      Geod. Az  |
 MN0552|                                                           dddmmss.s |
 MN0552| CP6900 COYOTE RM 1                           8.181 METERS 08618     |
 MN0552| CP6899 COYOTE AZ MK                                       0921515.7 |
 MN0552| CP6901 COYOTE RM 2                           8.763 METERS 31623     |
 MN0552|---------------------------------------------------------------------|
 MN0552
 MN0552                          SUPERSEDED SURVEY CONTROL
 MN0552
 MN0552  NAD 83(1995)-  41 06 42.87174(N)    103 12 55.31632(W) AD(       ) 2
 MN0552  NAD 83(1995)-  41 06 42.86517(N)    103 12 55.31672(W) AD(       ) 2
 MN0552  NAD 83(1986)-  41 06 42.86463(N)    103 12 55.31654(W) AD(       ) 2
 MN0552  NAD 27      -  41 06 42.92450(N)    103 12 53.57430(W) AD(       ) 2
 MN0552
 MN0552.Superseded values are not recommended for survey control.
 MN0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0552.See file dsdata.txt to determine how the superseded data were derived.
 MN0552
 MN0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4984052715(NAD 83)
 MN0552_MARKER: DS = TRIANGULATION STATION DISK
 MN0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0552_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0552
 MN0552  HISTORY     - Date     Condition        Report By
 MN0552  HISTORY     - 1963     MONUMENTED       CGS
 MN0552
 MN0552                          STATION DESCRIPTION
 MN0552
 MN0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0552'THE STATION IS LOCATED 13 MILES WEST-SOUTHWEST OF SIDNEY, 9-1/2
 MN0552'MILES SOUTHEAST OF POTTER, 7 MILES NORTH OF THE NEBRASKA-COLORADO
 MN0552'STATE LINE, ON THE TOP OF A LOW GRASS COVERED HILL WHICH OVERLOOKS
 MN0552'SIDNEY DRAW, ON PROPERTY OWNED BY MR. KEITH SPRINGER.
 MN0552'
 MN0552'TO REACH THE STATION FROM THE RAILROAD DEPOT IN POTTER, GO
 MN0552'SOUTH FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 30.  TURN
 MN0552'LEFT AND GO EAST ON U.S. HIGHWAY 30 FOR 5.0 MILES TO A CROSSROAD.
 MN0552'TURN RIGHT AND GO SOUTH ON A GRAVELED AND GRADED ROAD FOR 7.35
 MN0552'MILES TO A SCHOOL HOUSE ON THE LEFT AND A WIRE GATE.  TURN
 MN0552'SHARP LEFT THROUGH THE WIRE GATE, PASSING TO THE LEFT OF A WATER
 MN0552'TANK AND A WINDMILL, AND GO NORTHEAST ON A TRACK ROAD FOR 0.75
 MN0552'MILE TO A LOW SADDLE.  TURN LEFT AND GO WESTERLY ACROSS AN
 MN0552'OPEN PASTURE FOR 0.15 MILE TO THE TOP OF THE RIDGE AND THE
 MN0552'AZIMUTH MARK AS DESCRIBED NEAR A SMALL CAIRN.  CONTINUE
 MN0552'WESTERLY ACROSS THE PASTURE FOR 0.3 MILE TO THE STATION AS
 MN0552'DESCRIBED.
 MN0552'
 MN0552'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0552'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED COYOTE
 MN0552'1963.  IT IS 36 FEET NORTH OF THE SOUTH EDGE OF THE HILL AND 4
 MN0552'FEET NORTHEAST OF A SMALL CAIRN.
 MN0552'
 MN0552'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0552'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 MN0552'COYOTE NO 1 1963.  IT IS 1 FOOT LOWER IN ELEVATION THAN THE
 MN0552'STATION MARK.
 MN0552'
 MN0552'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0552'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED COYOTE
 MN0552'NO 2 1963.  IT IS 1 FOOT LOWER IN ELEVATION THAN THE STATION
 MN0552'MARK.
 MN0552'
 MN0552'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 MN0552'OUTCROPPING BEDROCK AND IS STAMPED COYOTE 1963.  IT IS 1 FOOT
 MN0552'NORTH OF A SMALL CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1003 ***********************************************************************
 LH1003  DESIGNATION -  COZAD
 LH1003  PID         -  LH1003
 LH1003  STATE/COUNTY-  NE/DAWSON
 LH1003  USGS QUAD   -  COZAD (1971)
 LH1003
 LH1003                         *CURRENT SURVEY CONTROL
 LH1003  ___________________________________________________________________
 LH1003* NAD 83(1995)-  40 51 29.70931(N)    099 59 15.24516(W)     ADJUSTED  
 LH1003* NAVD 88     -       758.346  (meters)    2488.01   (feet)  ADJUSTED  
 LH1003  ___________________________________________________________________
 LH1003  X           -    -837,941.718 (meters)                     COMP
 LH1003  Y           -  -4,758,240.655 (meters)                     COMP
 LH1003  Z           -   4,151,011.029 (meters)                     COMP
 LH1003  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 LH1003  ELLIP HEIGHT-         734.93  (meters)          (06/27/02) GPS OBS
 LH1003  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 LH1003  DYNAMIC HT  -         757.902 (meters)    2486.55  (feet)  COMP
 LH1003  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 LH1003
 LH1003  HORZ ORDER  -  THIRD
 LH1003  VERT ORDER  -  FIRST     CLASS II
 LH1003  ELLP ORDER  -  FOURTH    CLASS I
 LH1003
 LH1003.The horizontal coordinates were established by classical geodetic methods
 LH1003.and adjusted by the National Geodetic Survey in August 1997..
 LH1003
 LH1003.The orthometric height was determined by differential leveling
 LH1003.and adjusted by the National Geodetic Survey in June 1991..
 LH1003
 LH1003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1003
 LH1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1003
 LH1003.The ellipsoidal height was determined by GPS observations
 LH1003.and is referenced to NAD 83.
 LH1003
 LH1003.The geoid height was determined by GEOID03.
 LH1003
 LH1003.The dynamic height is computed by dividing the NAVD 88
 LH1003.geopotential number by the normal gravity value computed on the
 LH1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1003.degrees latitude (g = 980.6199 gals.).
 LH1003
 LH1003.The modeled gravity was interpolated from observed gravity values.
 LH1003
 LH1003;                    North         East     Units Scale Factor Converg.
 LH1003;SPC NE       -   113,794.159   501,047.906   MT  0.99972200   +0 00 29.7
 LH1003;UTM  14      - 4,523,491.241   416,765.728   MT  0.99968527   -0 38 45.9
 LH1003
 LH1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1003!SPC NE       -   0.99988473  x   0.99972200  =   0.99960676
 LH1003!UTM  14      -   0.99988473  x   0.99968527  =   0.99957004
 LH1003
 LH1003|---------------------------------------------------------------------|
 LH1003| PID    Reference Object                     Distance      Geod. Az  |
 LH1003|                                                           dddmmss.s |
 LH1003| CN9063 COZAD RM 3                           15.941 METERS 02411     |
 LH1003| LH1085 COZAD KAN NEBR NAT GAS CO MAST      APPROX. 2.9 KM 1195520.6 |
 LH1003| CN9064 COZAD RM 4                           26.289 METERS 14151     |
 LH1003| CN9061 COZAD RM 1                           18.020 METERS 28157     |
 LH1003| CN9060 COZAD AZ MK                                        2914954.1 |
 LH1003| LH1084 COZAD MUNICIPAL TANK                 16.098 METERS 30134     |
 LH1003| CN9062 COZAD RM 2                           15.331 METERS 32633     |
 LH1003|---------------------------------------------------------------------|
 LH1003
 LH1003                          SUPERSEDED SURVEY CONTROL
 LH1003
 LH1003  ELLIP H (08/18/97)  734.97   (m)                       GP(       ) 4 1
 LH1003  NAD 83(1986)-  40 51 29.71694(N)    099 59 15.24992(W) AD(       ) 3
 LH1003  NAD 27      -  40 51 29.68800(N)    099 59 13.81000(W) AD(       ) 3
 LH1003  NGVD 29 (02/14/92)  758.047  (m)         2487.03   (f) ADJUSTED    1 2
 LH1003
 LH1003.Superseded values are not recommended for survey control.
 LH1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1003.See file dsdata.txt to determine how the superseded data were derived.
 LH1003
 LH1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1676623491(NAD 83)
 LH1003_MARKER: DS = TRIANGULATION STATION DISK
 LH1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1003_SP_SET: CONCRETE POST
 LH1003_STAMPING: COZAD 1951
 LH1003_MARK LOGO: CGS   
 LH1003_PROJECTION: FLUSH
 LH1003_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1003+STABILITY: SURFACE MOTION
 LH1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1003+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1989
 LH1003
 LH1003  HISTORY     - Date     Condition        Report By
 LH1003  HISTORY     - 1951     MONUMENTED       CGS
 LH1003  HISTORY     - 1959     GOOD             CGS
 LH1003  HISTORY     - 1963     GOOD             CGS
 LH1003  HISTORY     - 1964     GOOD             CGS
 LH1003  HISTORY     - 1986     GOOD             NGS
 LH1003  HISTORY     - 19890417 GOOD             NGS
 LH1003
 LH1003                          STATION DESCRIPTION
 LH1003
 LH1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1003'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE TOWN OF COZAD,
 LH1003'71 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30 AND 33.6 FEET
 LH1003'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL, RED BRICK BUILDING.
 LH1003'IT IS STAMPED COZAD 1951 AND IS SET FLUSH.
 LH1003'
 LH1003'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN THE
 LH1003'CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF THE COZAD MUNICIPAL
 LH1003'WATER TANK.  IT IS 52 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30.
 LH1003'IT IS STAMPED COZAD NO 1 1951.
 LH1003'
 LH1003'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN THE
 LH1003'CONCRETE FOUNDATION OF THE NORTHEAST LEG OF THE COZAD MUNICIPAL
 LH1003'WATER TANK.  IT IS 49 FEET SOUTH OF THE CENTER OF AN EAST WEST
 LH1003'STREET AND 50 FEET WEST OF THE NORTHWEST CORNER OF A SMALL, RED
 LH1003'BRICK BUILDING.  IT IS STAMPED COZAD NO 2 1951.
 LH1003'
 LH1003'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LH1003'IS 42.3 FEET.
 LH1003'
 LH1003'THE AZIMUTH MARK IS LOCATED 41 FEET WEST OF A TELEPHONE POLE AND
 LH1003'22 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 30.  IT IS A STANDARD
 LH1003'AZIMUTH MARK DISK SET IN THE CONCRETE CURB ON THE SOUTH SIDE OF
 LH1003'U.S. HIGHWAY 30.  IT IS STAMPED COZAD 1951.
 LH1003'
 LH1003'A TRAVERSE MEASUREMENT WAS MADE TO THE COZAD MUNICIPAL WATER TANK.
 LH1003'
 LH1003'TO REACH THE STATION FROM THE POST OFFICE IN COZAD, GO SOUTH ON A
 LH1003'PAVED STREET FOR 0.1 MILE TO U.S. HIGHWAY 30, TURN RIGHT AND GO
 LH1003'WEST-NORTHWEST ON U.S. HIGHWAY 30 FOR 0.2 MILE TO A T STREET RIGHT
 LH1003'AND THE STATION IN THE NORTHWEST ANGLE OF THE T STREET
 LH1003'INTERSECTION AS DESCRIBED.
 LH1003'
 LH1003'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-NORTHWEST ON
 LH1003'U.S. HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LH1003'DESCRIBED.
 LH1003'
 LH1003'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1003
 LH1003                          STATION RECOVERY (1959)
 LH1003
 LH1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1003'STATION RECOVERED AS PREVIOUSLY DESCRIBED, ALL MARKS FOUND INTACT
 LH1003'AND ORIGINAL DESCRIPTION ADEQUATE.  AT THIS DATE A DIRECT
 LH1003'MEASUREMENT WAS MADE FROM THE INSTRUMENT AT TRIPOD HEAD TO CENTER
 LH1003'OF THE BALL ATOP THE WATER TANK.  MEASUREMENTS TO THE TWO
 LH1003'REFERENCE MARKS CHECKED THE ORIGINAL DISTANCES.
 LH1003
 LH1003                          STATION RECOVERY (1963)
 LH1003
 LH1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LH1003'STATION AZIMUTH MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS
 LH1003'DESCRIBED, IN GOOD CONDITION.
 LH1003
 LH1003                          STATION RECOVERY (1964)
 LH1003
 LH1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1003'STATION IS LOCATED IN THE SOUTHWEST PART OF THE TOWN OF COZAD IN A
 LH1003'SMALL CITY PARK AND THE CITY WATER TANK, 65 FEET NORTH-NORTHEAST
 LH1003'OF THE CENTERLINE OF U.S. HIGHWAY 30, 72 FEET WEST-NORTHWEST OF A
 LH1003'FIRE PLUG, 64 FEET SOUTH OF THE SOUTH CURB OF 7TH STREET, 63 FEET
 LH1003'WEST OF THE WEST CURB OF H AVENUE, 33.5 FEET SOUTHWEST OF THE
 LH1003'SOUTHWEST CORNER OF RED BRICK BUILDING, AND 44 FEET
 LH1003'NORTH-NORTHEAST OF THE NORTH CURB FOR THE HIGHWAY.  THE MARK IS
 LH1003'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LH1003'COZAD 1951.
 LH1003'
 LH1003'TO REACH THE STATION FROM THE POST OFFICE IN COZAD, GO SOUTH ON A
 LH1003'PAVED STREET FOR 0.1 MILE TO U.S. HIGHWAY 30.  TURN RIGHT AND GO
 LH1003'WEST-NORTHWEST ON U.S. HIGHWAY 30 FOR 0.2 MILE TO A T-STREET RIGHT
 LH1003'AND THE STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 LH1003'
 LH1003'THE WATER TANK IS SCHEDULED FOR DEMOLITION IN THE NEAR FUTURE, SO
 LH1003'REFERENCE MARKS NO. 1 AND NO. 2 WERE DESTROYED AND REFERENCE MARKS
 LH1003'NO. 3 AND NO. 4 WERE ESTABLISHED.
 LH1003'
 LH1003'REFERENCE MARK NO. 3 IS 52.30 FEET NORTH-NORTHEAST OF THE STATION
 LH1003'AT THE NORTHWEST CORNER OF A SMALL RED BRICK BUILDING WHICH HOUSES
 LH1003'A WELL, AND 16 FEET SOUTH OF THE SOUTH CURB OF 7TH STREET.  THE
 LH1003'DISK IS STAMPED COZAD NO 3 1951 AND SET IN A DRILLHOLE IN THE
 LH1003'FOUNDATION WHICH PROJECTS OUTWARD FROM THE BRICK BUILDING.
 LH1003'
 LH1003'REFERENCE MARK NO. 4 IS 86.25 FEET SOUTHEAST OF THE STATION,
 LH1003'28 FEET NORTH-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 30,
 LH1003'22 FEET SOUTH OF A FIREPLUG, 10 FEET WEST OF THE WEST CURB OF H
 LH1003'AVENUE, 7 FEET NORTH-NORTHEAST OF CURB FOR U.S. HIGHWAY 30,
 LH1003'AND 3 FEET NORTHWEST OF CONCRETE SIGNPOST FOR H AVENUE.  THE DISK
 LH1003'IS STAMPED COZAD NO 4 1951 AND SET IN A DRILLHOLE IN THE
 LH1003'NORTHWEST CORNER OF THE CONCRETE BASE FOR LIGHTPOST.
 LH1003'
 LH1003'AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION, 110 FEET NORTHWEST
 LH1003'OF THE NORTHWEST CORNER OF THE ALLIED MILLS INC. (COZAD PLANT) TILE
 LH1003'STORAGE BUILDING, AND 21 FEET SOUTH OF THE CENTERLINE OF U.S.
 LH1003'HIGHWAY 30.  THE DISK IS STAMPED COZAD 1951 AND SET IN A DRILLHOLE
 LH1003'IN THE CONCRETE CURB ALONG THE SOUTH SIDE OF U.S. HIGHWAY 30.
 LH1003'
 LH1003'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 LH1003'HIGHWAY 30 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LH1003'
 LH1003'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LH1003
 LH1003                          STATION RECOVERY (1986)
 LH1003
 LH1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH1003'0.3 KM (0.2 MI) NW FROM COZAD.
 LH1003'0.3 KM (0.2 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC
 LH1003'RAILROAD STATION AT COZAD, IN A SMALL GRASSY TRIANGLE FORMED BY THE
 LH1003'HIGHWAY, 7TH STREET AND AVENUE H, 19.8 METERS (65 FT) NORTHEAST OF THE
 LH1003'HIGHWAY CENTERLINE, 26.2 METERS (86 FT) NORTHWEST OF RM 4, 19.5 METERS
 LH1003'(64 FT) SOUTH OF THE SOUTH CURB OF 7TH STREET, 19.2 METERS (63 FT)
 LH1003'WEST OF THE WEST CURB OF AVENUE H AND 16.0 METERS (52.5 FT)
 LH1003'SOUTH-SOUTHWEST OF RM 3.
 LH1003'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 LH1003
 LH1003                          STATION RECOVERY (1989)
 LH1003
 LH1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1003'THE STATION IS LOCATED IN A GRASSY TRIANGLE FORMED BY THE JUNCTION OF
 LH1003'U.S. HIGHWAY 30 AND 7TH STREET, IN THE MIDDLE OF COZAD.
 LH1003'OWNERSHIP--CITY OF GOZAD.
 LH1003'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 SOUTH AND
 LH1003'U.S. HIGHWAY 30, IN COZAD, GO NORTHWEST ALONG U.S. HIGHWAY 30 FOR 0.32
 LH1003'KM (0.20 MI) TO A GRASSY TRIANGLE AND THE STATION ON THE RIGHT.
 LH1003'THE STATION MARK IS SET 17.3 M (56.8 FT) WEST-SOUTHWEST OF A FIRE
 LH1003'HYDRANT, 10.2 M (33.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LH1003'20X20 FT RED BRICK BUILDING, 7.3 M (24.0 FT) WEST-NORTHWEST OF A WATER
 LH1003'SPIGOT, 6.7 M (22.0 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK PARALLEL
 LH1003'TO THE HIGHWAY AND IS FLUSH WITH THE SURFACE.
 LH1003'DESCRIBED BY G.F.SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1080 ***********************************************************************
 LH1080  DESIGNATION -  COZAD DENVER ALFALFA MILL STK
 LH1080  PID         -  LH1080
 LH1080  STATE/COUNTY-  NE/DAWSON
 LH1080  USGS QUAD   -  COZAD (1971)
 LH1080
 LH1080                         *CURRENT SURVEY CONTROL
 LH1080  ___________________________________________________________________
 LH1080* NAD 83(1995)-  40 51 19.18171(N)    099 59 12.88688(W)     ADJUSTED  
 LH1080* NAVD 88     -                                                        
 LH1080  ___________________________________________________________________
 LH1080  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 LH1080  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 LH1080
 LH1080  HORZ ORDER  -  THIRD
 LH1080
 LH1080.The horizontal coordinates were established by classical geodetic methods
 LH1080.and adjusted by the National Geodetic Survey in August 1997..
 LH1080
 LH1080
 LH1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1080
 LH1080.The geoid height was determined by GEOID03.
 LH1080
 LH1080;                    North         East     Units Scale Factor Converg.
 LH1080;SPC NE       -   113,469.507   501,103.173   MT  0.99972258   +0 00 31.2
 LH1080;UTM  14      - 4,523,165.991   416,817.282   MT  0.99968516   -0 38 44.3
 LH1080
 LH1080                          SUPERSEDED SURVEY CONTROL
 LH1080
 LH1080  NAD 83(1986)-  40 51 19.18824(N)    099 59 12.89154(W) AD(       ) 4
 LH1080  NAD 27      -  40 51 19.15700(N)    099 59 11.45700(W) AD(       ) 3
 LH1080
 LH1080.Superseded values are not recommended for survey control.
 LH1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1080.See file dsdata.txt to determine how the superseded data were derived.
 LH1080
 LH1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1681723166(NAD 83)
 LH1080_MARKER: 63 = STACK
 LH1080
 LH1080  HISTORY     - Date     Condition        Report By
 LH1080  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1080
 LH1080                          STATION DESCRIPTION
 LH1080
 LH1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1080'POINT OBSERVED UPON WAS FINIAL OF THE SUPPLY TANK FOR DENVER
 LH1080'ALFALFA MILLING CO., IN THE SOUTHERN PART OF TOWN, APPROXIMATELY
 LH1080'100 FEET HIGH.
 LH1080'
 LH1080'OBJECT WAS OBSERVED FROM HARM, GOLD, PERRY, MAY, AND GOTHENBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1085 ***********************************************************************
 LH1085  DESIGNATION -  COZAD KAN NEBR NAT GAS CO MAST
 LH1085  PID         -  LH1085
 LH1085  STATE/COUNTY-  NE/DAWSON
 LH1085  USGS QUAD   -  COZAD (1971)
 LH1085
 LH1085                         *CURRENT SURVEY CONTROL
 LH1085  ___________________________________________________________________
 LH1085* NAD 83(1995)-  40 50 43.59316(N)    099 57 29.76263(W)     ADJUSTED  
 LH1085* NAVD 88     -                                                        
 LH1085  ___________________________________________________________________
 LH1085  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 LH1085  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 LH1085
 LH1085  HORZ ORDER  -  THIRD
 LH1085
 LH1085.The horizontal coordinates were established by classical geodetic methods
 LH1085.and adjusted by the National Geodetic Survey in August 1997..
 LH1085
 LH1085
 LH1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1085
 LH1085.The geoid height was determined by GEOID03.
 LH1085
 LH1085;                    North         East     Units Scale Factor Converg.
 LH1085;SPC NE       -   112,372.758   503,518.400   MT  0.99972453   +0 01 39.6
 LH1085;UTM  14      - 4,522,041.776   419,219.728   MT  0.99968032   -0 37 36.3
 LH1085
 LH1085                          SUPERSEDED SURVEY CONTROL
 LH1085
 LH1085  NAD 83(1986)-  40 50 43.60009(N)    099 57 29.76679(W) AD(       ) 4
 LH1085  NAD 27      -  40 50 43.57400(N)    099 57 28.33300(W) AD(       ) 3
 LH1085
 LH1085.Superseded values are not recommended for survey control.
 LH1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1085.See file dsdata.txt to determine how the superseded data were derived.
 LH1085
 LH1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1922022042(NAD 83)
 LH1085_MARKER: 42 = RADIO/TV MAST
 LH1085
 LH1085  HISTORY     - Date     Condition        Report By
 LH1085  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1085  HISTORY     - 1959     GOOD             CGS
 LH1085
 LH1085                          STATION DESCRIPTION
 LH1085
 LH1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1085'STATION RECOVERED AND FOUND IN GOOD CONDITION.  THIS IS THE SAME
 LH1085'MAST THAT WAS OBSERVED IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1084 ***********************************************************************
 LH1084  DESIGNATION -  COZAD MUNICIPAL TANK
 LH1084  PID         -  LH1084
 LH1084  STATE/COUNTY-  NE/DAWSON
 LH1084  USGS QUAD   -  COZAD (1971)
 LH1084
 LH1084                         *CURRENT SURVEY CONTROL
 LH1084  ___________________________________________________________________
 LH1084* NAD 83(1995)-  40 51 29.98252(N)    099 59 15.83079(W)     ADJUSTED  
 LH1084* NAVD 88     -       758.     (meters)    2487.     (feet)  VERTCON   
 LH1084  ___________________________________________________________________
 LH1084  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 LH1084  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 LH1084
 LH1084  HORZ ORDER  -  THIRD
 LH1084
 LH1084.The horizontal coordinates were established by classical geodetic methods
 LH1084.and adjusted by the National Geodetic Survey in August 1997..
 LH1084
 LH1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1084
 LH1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1084
 LH1084.The geoid height was determined by GEOID03.
 LH1084
 LH1084;                    North         East     Units Scale Factor Converg.
 LH1084;SPC NE       -   113,802.583   501,034.193   MT  0.99972199   +0 00 29.3
 LH1084;UTM  14      - 4,523,499.820   416,752.112   MT  0.99968530   -0 38 46.3
 LH1084
 LH1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1084!SPC NE       -   0.99988474  x   0.99972199  =   0.99960676
 LH1084!UTM  14      -   0.99988474  x   0.99968530  =   0.99957007
 LH1084
 LH1084                          SUPERSEDED SURVEY CONTROL
 LH1084
 LH1084  NAD 83(1986)-  40 51 29.99081(N)    099 59 15.83502(W) AD(       ) 4
 LH1084  NAD 27      -  40 51 29.96300(N)    099 59 14.39600(W) AD(       ) 3
 LH1084  NGVD 29 (07/19/86)  758.     (m)         2487.     (f) VERT ANG       
 LH1084
 LH1084.Superseded values are not recommended for survey control.
 LH1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1084.See file dsdata.txt to determine how the superseded data were derived.
 LH1084
 LH1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1675223500(NAD 83)
 LH1084_MARKER: 53 = ELEVATED TANK
 LH1084_SETTING: 0 = UNSPECIFIED SETTING
 LH1084
 LH1084  HISTORY     - Date     Condition        Report By
 LH1084  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1084  HISTORY     - 1951     GOOD             CGS
 LH1084  HISTORY     - 1959     GOOD             CGS
 LH1084  HISTORY     - 1967     GOOD             NEDR
 LH1084  HISTORY     - 20020808 GOOD             USPSQD
 LH1084  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 LH1084
 LH1084                          STATION DESCRIPTION
 LH1084
 LH1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1084'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK, IN THE
 LH1084'CENTER PART OF TOWN, APPROXIMATELY 125 FEET HIGH.
 LH1084'
 LH1084'OBJECT WAS OBSERVED FROM HARM, WILLOW, GOLD, PERRY, MAY, AND
 LH1084'GOTHENBURG.
 LH1084
 LH1084                          STATION RECOVERY (1951)
 LH1084
 LH1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1084'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE TOWN OF COZAD,
 LH1084'73 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30 AND 65 FEET SOUTH
 LH1084'OF THE CENTER OF AN EAST-WEST STREET.
 LH1084'
 LH1084'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 LH1084'OVERALL HEIGHT IS 110 FEET.  THE POINT OBSERVED UPON WAS THE
 LH1084'CENTER OF THE TOWER.
 LH1084'
 LH1084'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COZAD,
 LH1084'DISTANCE BEING 52.70 FEET (16.063 METERS) WEST-NORTHWEST OF STATION
 LH1084'COZAD.
 LH1084'
 LH1084'PROBABLY THE SAME STATION AS LOCATED IN 1934.
 LH1084
 LH1084                          STATION RECOVERY (1959)
 LH1084
 LH1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1084'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THIS
 LH1084'IS THE SAME TANK THAT WAS OBSERVED IN 1951.
 LH1084
 LH1084                          STATION RECOVERY (1967)
 LH1084
 LH1084'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 LH1084'STATION WAS FOUND IN GOOD CONDITION AND TO BE AS DESCRIBED IN
 LH1084'1951.  DESCRIPTION AND TO REACH ARE ADEQUATE.
 LH1084
 LH1084                          STATION RECOVERY (2002)
 LH1084
 LH1084'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LH1084'RECOVERED IN GOOD CONDITION.
 LH1084
 LH1084                          STATION RECOVERY (2003)
 LH1084
 LH1084'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1084'STATION NOT FOUND. SITE LOCATED. TANK NO LONGER EXISTS IN SOUTHWEST
 LH1084'EDGE OF THE TOWN OF COZAD.  A NEW TANK HAS BEEN BUILT IN THE NORTH
 LH1084'PART OF COZAD.  THIS STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1004 ***********************************************************************
 LH1004  SACS        -  This is a Secondary Airport Control Station.
 LH1004  DESIGNATION -  COZAPORT
 LH1004  PID         -  LH1004
 LH1004  STATE/COUNTY-  NE/DAWSON
 LH1004  USGS QUAD   -  COZAD (1971)
 LH1004
 LH1004                         *CURRENT SURVEY CONTROL
 LH1004  ___________________________________________________________________
 LH1004* NAD 83(1995)-  40 51 52.97438(N)    099 59 57.25680(W)     ADJUSTED  
 LH1004* NAVD 88     -       760.924  (meters)    2496.46   (feet)  ADJUSTED  
 LH1004  ___________________________________________________________________
 LH1004  X           -    -838,829.658 (meters)                     COMP
 LH1004  Y           -  -4,757,609.385 (meters)                     COMP
 LH1004  Z           -   4,151,555.569 (meters)                     COMP
 LH1004  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 LH1004  ELLIP HEIGHT-         737.54  (meters)          (01/02/02) GPS OBS
 LH1004  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 LH1004  DYNAMIC HT  -         760.479 (meters)    2495.00  (feet)  COMP
 LH1004  MODELED GRAV-     980,013.5   (mgal)                       NAVD 88
 LH1004
 LH1004  HORZ ORDER  -  FIRST
 LH1004  VERT ORDER  -  FIRST     CLASS II
 LH1004  ELLP ORDER  -  FOURTH    CLASS I
 LH1004
 LH1004.This mark is at Cozad Municipal Airport (CZD)
 LH1004
 LH1004.The horizontal coordinates were established by GPS observations
 LH1004.and adjusted by the National Geodetic Survey in September 1998..
 LH1004
 LH1004.The orthometric height was determined by differential leveling
 LH1004.and adjusted by the National Geodetic Survey in June 1991..
 LH1004
 LH1004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1004
 LH1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1004
 LH1004.The ellipsoidal height was determined by GPS observations
 LH1004.and is referenced to NAD 83.
 LH1004
 LH1004.The geoid height was determined by GEOID03.
 LH1004
 LH1004.The dynamic height is computed by dividing the NAVD 88
 LH1004.geopotential number by the normal gravity value computed on the
 LH1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1004.degrees latitude (g = 980.6199 gals.).
 LH1004
 LH1004.The modeled gravity was interpolated from observed gravity values.
 LH1004
 LH1004;                    North         East     Units Scale Factor Converg.
 LH1004;SPC NE       -   114,511.555   500,064.224   MT  0.99972075   +0 00 01.8
 LH1004;UTM  14      - 4,524,219.798   415,790.337   MT  0.99968728   -0 39 13.7
 LH1004
 LH1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1004!SPC NE       -   0.99988432  x   0.99972075  =   0.99960510
 LH1004!UTM  14      -   0.99988432  x   0.99968728  =   0.99957164
 LH1004
 LH1004:                Primary Azimuth Mark                     Grid Az
 LH1004:SPC NE       -  COZAPORT AZ MK                           316 44 04.7
 LH1004:UTM  14      -  COZAPORT AZ MK                           317 23 20.2
 LH1004
 LH1004|---------------------------------------------------------------------|
 LH1004| PID    Reference Object                     Distance      Geod. Az  |
 LH1004|                                                           dddmmss.s |
 LH1004| LJ0345 COZAPORT AZ MK                      APPROX. 1.3 KM 3164406.5 |
 LH1004|---------------------------------------------------------------------|
 LH1004
 LH1004                          SUPERSEDED SURVEY CONTROL
 LH1004
 LH1004  ELLIP H (09/17/98)  737.59   (m)                       GP(       ) 4 1
 LH1004  NAD 83(1995)-  40 51 52.97460(N)    099 59 57.25647(W) AD(       ) 1
 LH1004  ELLIP H (08/18/97)  737.57   (m)                       GP(       ) 4 1
 LH1004  NAD 83(1986)-  40 51 52.98131(N)    099 59 57.26061(W) AD(       ) 1
 LH1004  NAVD 88 (09/17/98)  760.92   (m)         2496.5    (f) LEVELING    3  
 LH1004  NGVD 29 (02/14/92)  760.621  (m)         2495.47   (f) ADJUSTED    1 2
 LH1004
 LH1004.Superseded values are not recommended for survey control.
 LH1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1004.See file dsdata.txt to determine how the superseded data were derived.
 LH1004
 LH1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1579024220(NAD 83)
 LH1004_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1004_SP_SET: CONCRETE POST
 LH1004_STAMPING: COZAPORT 1986
 LH1004_MARK LOGO: NGS   
 LH1004_PROJECTION: FLUSH
 LH1004_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1004+STABILITY: SURFACE MOTION
 LH1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1004+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1997
 LH1004
 LH1004  HISTORY     - Date     Condition        Report By
 LH1004  HISTORY     - 1986     MONUMENTED       NGS
 LH1004  HISTORY     - 19890417 GOOD             NGS
 LH1004  HISTORY     - 19950801 GOOD             NGS
 LH1004  HISTORY     - 19970802 GOOD             NGS
 LH1004
 LH1004                          STATION DESCRIPTION
 LH1004
 LH1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1004'IN COZAD.
 LH1004'IN COZAD, AT THE COZAD MUNICIPAL AIRPORT, AT THE JUNCTION OF THE MAIN
 LH1004'NORTHWEST-SOUTHEAST CONCRETE RUNWAY AND A NORTHEAST TAXI STRIP,
 LH1004'BETWEEN TWO WITNESS POSTS, 20.4 METERS (67 FT) SOUTHWEST OF THE
 LH1004'EXTENDED CENTER OF THE MAIN RUNWAY, 7.9 METERS (26 FT) SOUTHEAST OF
 LH1004'THE CENTER OF THE CONCRETE TAXI STRIP, 3.6 METERS (4.9 FT) SOUTHWEST
 LH1004'OF THE MOST SOUTHWEST 1 OF 9 END RUNWAY LITES AND 3.4 METERS (4 FT)
 LH1004'SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXI STRIP.
 LH1004'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LH1004'THE MARK IS ABOVE LEVEL WITH THE TAXI STRIP.
 LH1004
 LH1004                          STATION RECOVERY (1989)
 LH1004
 LH1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1004'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) WEST OF COZAD AT THE
 LH1004'COZAD MUNICIPAL AIRPORT.  OWNERSHIP--COZAD AIRPORT AUTHORITY, BOX 189,
 LH1004'COZAD, NE 69130.  THE AIRPORT MANAGER IS ROD DONNER, TELEPHONE IS
 LH1004'308-784-4369.
 LH1004'TO REACH THE STATION FFROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 LH1004'ROUTE 21, IN COZAD, GO 1.8 KM (1.10 MI) WEST-NORTHWEST ALONG U.S.
 LH1004'HIGHWAY 30 TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 LH1004'NORTHEAST THROUGH A METAL GATE THEN ALONG A TAXIWAY FOR 0.24 KM
 LH1004'(0.15 MI) TO THE SOUTHEAST CORNER OF RUNWAY END 31 AND THE STATION ON
 LH1004'THE RIGHT BETWEEN TWO WITNESS POSTS.
 LH1004'THE STATION MARK IS SET 7.9 M (25.9 FT) SOUTHEAST OF THE CENTER OF A
 LH1004'CONCRETE TAXIWAY, 3.6 M (11.8 FT) SOUTHWEST OF THE MOST SOUTHWEST 1 OF
 LH1004'9 RUNWAY END LIGHTS, 3.4 M (11.2 FT) SOUTHEAST OF THE SOUTHEAST EDGE
 LH1004'OF THE TAXIWAY.
 LH1004'DESCRIBED BY G.F.SMITH.
 LH1004
 LH1004                          STATION RECOVERY (1995)
 LH1004
 LH1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1004'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF WILLOW
 LH1004'ISLAND, 1.0 MI (1.6 KM) NORTHWEST OF COZAD, AT THE COZAD MUNICIPAL
 LH1004'AIRPORT AND IN LINE WITH THE THRESHOLD LIGHTS AT THE APPROACH END OF
 LH1004'RUNWAY 31.  OWNERSHIP--COZAD AIRPORT AUTHORITY, PO BOX 309, COZAD NE
 LH1004'69130.  AIRPORT MANAGER IS ROD DONNER, PHONE (308) 784-4369.  TO REACH
 LH1004'THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 21
 LH1004'SOUTH IN COZAD (NOTE HIGHWAY 21 PASSES OVER HIGHWAY 30), GO
 LH1004'WEST-NORTHWEST ON US HIGHWAY 30 FOR 1.0 MI (1.6 KM) TO A ROAD RIGHT,
 LH1004'TURN RIGHT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2
 LH1004'KM) TO THE APRON, BEAR RIGHT AND GO NORTHEAST ON THE APRON THEN A
 LH1004'CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY AHEAD AND THE
 LH1004'STATION ON THE RIGHT.  THE STATION IS 67.0 FT (20.4 M) SOUTHWEST OF
 LH1004'THE EXTENDED RUNWAY CENTER, 26.3 FT (8.0 M) SOUTHEAST OF THE TAXIWAY
 LH1004'CENTER, 11.3 FT (3.4 M) SOUTHWEST OF A TAXIWAY LIGHT AND 1.3 FT (0.4
 LH1004'M) WEST-SOUTHWEST OF A SHORT WITNESS POST.  THIS STATION TO BE USED AS
 LH1004'SACS.
 LH1004
 LH1004                          STATION RECOVERY (1997)
 LH1004
 LH1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1004'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  MANAGERS PHONE
 LH1004'NUMBER IS AIRPORT 308-784-4368 OR 308-784-4369.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0345 ***********************************************************************
 LJ0345  SACS        -  This is a Secondary Airport Control Station.
 LJ0345  DESIGNATION -  COZAPORT AZ MK
 LJ0345  PID         -  LJ0345
 LJ0345  STATE/COUNTY-  NE/DAWSON
 LJ0345  USGS QUAD   -  GOTHENBURG SE (1970)
 LJ0345
 LJ0345                         *CURRENT SURVEY CONTROL
 LJ0345  ___________________________________________________________________
 LJ0345* NAD 83(1995)-  40 52 23.34200(N)    100 00 34.91246(W)     ADJUSTED  
 LJ0345* NAVD 88     -       762.302  (meters)    2500.99   (feet)  ADJUSTED  
 LJ0345  ___________________________________________________________________
 LJ0345  X           -    -839,591.823 (meters)                     COMP
 LJ0345  Y           -  -4,756,853.515 (meters)                     COMP
 LJ0345  Z           -   4,152,264.959 (meters)                     COMP
 LJ0345  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 LJ0345  ELLIP HEIGHT-         738.94  (meters)          (01/02/02) GPS OBS
 LJ0345  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 LJ0345  DYNAMIC HT  -         761.855 (meters)    2499.52  (feet)  COMP
 LJ0345  MODELED GRAV-     980,013.0   (mgal)                       NAVD 88
 LJ0345
 LJ0345  HORZ ORDER  -  FIRST
 LJ0345  VERT ORDER  -  FIRST     CLASS II
 LJ0345  ELLP ORDER  -  FOURTH    CLASS I
 LJ0345
 LJ0345.This mark is at Cozad Municipal Airport (CZD)
 LJ0345
 LJ0345.The horizontal coordinates were established by GPS observations
 LJ0345.and adjusted by the National Geodetic Survey in September 1998..
 LJ0345
 LJ0345.The orthometric height was determined by differential leveling
 LJ0345.and adjusted by the National Geodetic Survey in June 1991..
 LJ0345
 LJ0345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0345
 LJ0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0345
 LJ0345.The ellipsoidal height was determined by GPS observations
 LJ0345.and is referenced to NAD 83.
 LJ0345
 LJ0345.The geoid height was determined by GEOID03.
 LJ0345
 LJ0345.The dynamic height is computed by dividing the NAVD 88
 LJ0345.geopotential number by the normal gravity value computed on the
 LJ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0345.degrees latitude (g = 980.6199 gals.).
 LJ0345
 LJ0345.The modeled gravity was interpolated from observed gravity values.
 LJ0345
 LJ0345;                    North         East     Units Scale Factor Converg.
 LJ0345;SPC NE       -   115,448.107   499,182.732   MT  0.99971912   -0 00 23.1
 LJ0345;UTM  14      - 4,525,166.325   414,919.626   MT  0.99968909   -0 39 38.8
 LJ0345
 LJ0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0345!SPC NE       -   0.99988410  x   0.99971912  =   0.99960325
 LJ0345!UTM  14      -   0.99988410  x   0.99968909  =   0.99957323
 LJ0345
 LJ0345:                Primary Azimuth Mark                     Grid Az
 LJ0345:SPC NE       -  COZAPORT                                 136 44 05.0
 LJ0345:UTM  14      -  COZAPORT                                 137 23 20.7
 LJ0345
 LJ0345|---------------------------------------------------------------------|
 LJ0345| PID    Reference Object                     Distance      Geod. Az  |
 LJ0345|                                                           dddmmss.s |
 LJ0345| LH1004 COZAPORT                            APPROX. 1.3 KM 1364341.9 |
 LJ0345|---------------------------------------------------------------------|
 LJ0345
 LJ0345                          SUPERSEDED SURVEY CONTROL
 LJ0345
 LJ0345  ELLIP H (09/17/98)  739.00   (m)                       GP(       ) 4 1
 LJ0345  NAD 83(1995)-  40 52 23.34234(N)    100 00 34.91260(W) AD(       ) 3
 LJ0345  ELLIP H (08/18/97)  738.98   (m)                       GP(       ) 4 1
 LJ0345  NAD 83(1986)-  40 52 23.34914(N)    100 00 34.91690(W) AD(       ) 3
 LJ0345  NAVD 88 (09/17/98)  762.30   (m)         2501.0    (f) LEVELING    3  
 LJ0345  NGVD 29 (02/14/92)  761.998  (m)         2499.99   (f) ADJUSTED    1 2
 LJ0345
 LJ0345.Superseded values are not recommended for survey control.
 LJ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0345.See file dsdata.txt to determine how the superseded data were derived.
 LJ0345
 LJ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1492025166(NAD 83)
 LJ0345_MARKER: DZ = AZIMUTH MARK DISK
 LJ0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0345_SP_SET: CONCRETE POST
 LJ0345_STAMPING: COZAPORT 1986
 LJ0345_MARK LOGO: NGS   
 LJ0345_PROJECTION: FLUSH
 LJ0345_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LJ0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0345+STABILITY: SURFACE MOTION
 LJ0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0345+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1997
 LJ0345
 LJ0345  HISTORY     - Date     Condition        Report By
 LJ0345  HISTORY     - 1986     MONUMENTED       NGS
 LJ0345  HISTORY     - 19890417 GOOD             NGS
 LJ0345  HISTORY     - 19950801 GOOD             NGS
 LJ0345  HISTORY     - 19970802 GOOD             NGS
 LJ0345
 LJ0345                          STATION DESCRIPTION
 LJ0345
 LJ0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0345'IN COZAD.
 LJ0345'IN COZAD, AT THE EXTREME NORTHWEST CORNER OF THE MAIN
 LJ0345'NORTHWEST-SOUTHEAST CONCRETE RUNWAY OF THE COZAD MUNICIPAL AIRPORT,
 LJ0345'BETWEEN TWO WITNESS POSTS, 1.3 KM (0.8 MI) NORTHWEST OF TRIANGULATION
 LJ0345'STATION COZAPORT, 35.8 METERS (117.5 FT) SOUTHWEST OF THE CENTER OF
 LJ0345'THE MAIN RUNWAY, 18.9 METERS (62 FT) SOUTHWEST OF THE MOST SOUTHWEST 1
 LJ0345'OF 10 RED-BLUE END RUNWAY LITES AND 3.0 METERS (10 FT) NORTHEAST OF
 LJ0345'THE NORTH CORNER OF A CONCRETE TURN-AROUND.
 LJ0345'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LJ0345'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 LJ0345
 LJ0345                          STATION RECOVERY (1989)
 LJ0345
 LJ0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0345'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) WEST OF COZAD, AT THE
 LJ0345'COZAD MUNICIPAT AIRPORT.  OWNERSHIP--COZAD AIRPORT AUTHORITY, BOX 189,
 LJ0345'COZAD, NE 69130.  AIRPORT MANAGER IS ROD DONNER, TELEPHONE IS
 LJ0345'308-784-4369.
 LJ0345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 LJ0345'ROUTE 21 IN COZAD, GO 1.8 KM (1.10 MI) WEST-NORTHWEST ALONG U.S.
 LJ0345'HIGHWAY 30 TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 LJ0345'NORTHEAST PASSING THROUGH A METAL GATE THEN ALONG A TAXIWAY FOR 0.24
 LJ0345'KM (0.15 MI) TO THE JUNCTION WITH RUNWAY 13-31.  TURN LEFT AND GO
 LJ0345'NORTHWEST ALONG THE RUNWAY FOR 1.3 KM (0.80 MI) TO THE NORTHWEST
 LJ0345'CORNER OF RUNWAY END 13 AND THE STATION BETWEEN TWO WITNESS POSTS.
 LJ0345'THE STATION MARK IS SET 35.8 M (117.5 FT) SOUTHWEST OF THE CENTERLINE
 LJ0345'OF THE RUNWAY, 18.9 M (62.0 FT) SOUTHWEST OF THE MOST SOUTHWEST 1 OF
 LJ0345'10 RED-BLUE RUNWAY LIGHTS, 3.0 M (9.8 FT) NORTHEAST OF THE NORTH
 LJ0345'CORNER OF A CONCRETE TURNAROUND AND FLUSH WITH THE SURFACE.
 LJ0345'DESCRIBED BY G.F.SMITH.
 LJ0345
 LJ0345                          STATION RECOVERY (1995)
 LJ0345
 LJ0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0345'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF WILLOW
 LJ0345'ISLAND, 1.0 MI (1.6 KM) NORTHWEST OF COZAD, AT THE COZAD MUNICIPAL
 LJ0345'AIRPORT AND IN LINE WITH THE THRESHOLD LIGHTS AT THE APPROACH END OF
 LJ0345'RUNWAY 13.  OWNERSHIP--COZAD AIRPORT AUTHORITY, PO BOX 309, COZAD NE
 LJ0345'69130.  AIRPORT MANAGER IS ROD DONNER, PHONE (308) 784-4369.  TO REACH
 LJ0345'THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 21
 LJ0345'SOUTH IN COZAD (NOTE HIGHWAY 21 PASSES OVER HIGHWAY 30), GO
 LJ0345'WEST-NORTHWEST ON US HIGHWAY 30 FOR 1.0 MI (1.6 KM) TO A ROAD RIGHT,
 LJ0345'TURN RIGHT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2
 LJ0345'KM) TO THE APRON, BEAR RIGHT AND GO NORTHEAST ON THE APRON THEN A
 LJ0345'CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT AND GO
 LJ0345'NORTHWEST ON THE RUNWAY FOR 0.8 MI (1.3 KM) TO THE STATION ON THE LEFT
 LJ0345'NEXT TO THE WEST CORNER OF THE TURNAROUND PAVEMENT.  THE STATION IS
 LJ0345'117.5 FT (35.8 M) SOUTHWEST OF THE EXTENDED RUNWAY CENTER, 61.8 FT
 LJ0345'(18.8 M) SOUTHWEST OF A TAXIWAY LIGHT, 9.8 FT (3.0 M) NORTHWEST OF THE
 LJ0345'WEST CORNER OF THE CONCRETE TURNAROUND PAVEMENT, 1.3 FT (0.4 M) NORTH
 LJ0345'OF A WITNESS POST AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.  THIS
 LJ0345'STATION TO BE USED AS SACS.
 LJ0345
 LJ0345                          STATION RECOVERY (1997)
 LJ0345
 LJ0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0345'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  MANAGERS PHONE
 LJ0345'NUMBER IS AIRPORT 308-784-4368 OR 308-784-4369.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4114 ***********************************************************************
 AB4114  CBN         -  This is a Cooperative Base Network Control Station.
 AB4114  DESIGNATION -  CP 0 10
 AB4114  PID         -  AB4114
 AB4114  STATE/COUNTY-  NE/BANNER
 AB4114  USGS QUAD   -  MC COMPSEY PASS (1990)
 AB4114
 AB4114                         *CURRENT SURVEY CONTROL
 AB4114  ___________________________________________________________________
 AB4114* NAD 83(1995)-  41 38 19.16384(N)    104 02 39.45116(W)     ADJUSTED  
 AB4114* NAVD 88     -      1419.7    (meters)    4658.     (feet)  GPS OBS   
 AB4114  ___________________________________________________________________
 AB4114  X           -  -1,158,711.571 (meters)                     COMP
 AB4114  Y           -  -4,632,080.782 (meters)                     COMP
 AB4114  Z           -   4,216,624.980 (meters)                     COMP
 AB4114  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 AB4114  ELLIP HEIGHT-        1401.57  (meters)          (09/24/01) GPS OBS
 AB4114  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 AB4114
 AB4114  HORZ ORDER  -  B
 AB4114  ELLP ORDER  -  FOURTH    CLASS I
 AB4114
 AB4114.The horizontal coordinates were established by GPS observations
 AB4114.and adjusted by the National Geodetic Survey in June 1996..
 AB4114
 AB4114.The orthometric height was determined by GPS observations and a
 AB4114.high-resolution geoid model.
 AB4114
 AB4114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4114
 AB4114.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4114
 AB4114.The ellipsoidal height was determined by GPS observations
 AB4114.and is referenced to NAD 83.
 AB4114
 AB4114.The geoid height was determined by GEOID03.
 AB4114
 AB4114;                    North         East     Units Scale Factor Converg.
 AB4114;SPC NE       -   208,313.664   163,275.348   MT  0.99966127   -2 40 48.5
 AB4114;UTM  13      - 4,610,099.048   579,596.103   MT  0.99967796   +0 38 06.1
 AB4114
 AB4114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4114!SPC NE       -   0.99978021  x   0.99966127  =   0.99944156
 AB4114!UTM  13      -   0.99978021  x   0.99967796  =   0.99945825
 AB4114
 AB4114                          SUPERSEDED SURVEY CONTROL
 AB4114
 AB4114  ELLIP H (06/25/96) 1401.61   (m)                       GP(       ) 1 1
 AB4114
 AB4114.Superseded values are not recommended for survey control.
 AB4114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4114.See file dsdata.txt to determine how the superseded data were derived.
 AB4114
 AB4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7959610099(NAD 83)
 AB4114_MARKER: DR = REFERENCE MARK DISK
 AB4114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4114_STAMPING: 0 10 1987
 AB4114_MARK LOGO: NEDR  
 AB4114_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB4114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4114+STABILITY: SURFACE MOTION
 AB4114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4114+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 AB4114
 AB4114  HISTORY     - Date     Condition        Report By
 AB4114  HISTORY     - 1987     MONUMENTED       NEDR
 AB4114  HISTORY     - 19950504 GOOD             NGS
 AB4114
 AB4114                          STATION DESCRIPTION
 AB4114
 AB4114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4114'THE MARK IS LOCATED ABOUT 15 MI (24.1 KM) NORTH-NORTHEAST FROM ALBIN,
 AB4114'WYOMING, 6.5 MI (10.5 KM) EAST FROM LAGRANGE, WYOMING, 0.5 MI (0.8 KM)
 AB4114'EAST OF THE NEBRASKA/WYOMING STATE LINE, IN THE NW1/4, SEC8, T19N,
 AB4114'R58W, ON PROPERTY OWNED BY AFTON GREEN, BOX 85, LAGRANGE, WYOMING.  TO
 AB4114'REACH THE MARK FROM THE NEBRASKA/WYOMING STATE LINE, ABOUT 6.5 MI
 AB4114'(10.5 KM) EAST OF LAGRANGE, GO EAST ON NEBRASKA STATE HIGHWAY 88 FOR
 AB4114'0.45 MI (0.72 KM) TO THE MARK ON THE RIGHT IN THE NORTHWEST CORNER OF
 AB4114'A PASTURE.  THE DISK, A NEDR REFERENCE MARK DISK WITH A TRIANGLE CUT
 AB4114'AROUND THE CENTER OF THE ARROW, IS SET INTO THE TOP OF A ROUND
 AB4114'CONCRETE MONUMENT THAT IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND
 AB4114'SURFACE.  IT IS 182.0 FT (55.5 M) SOUTH FROM THE CENTERLINE OF THE
 AB4114'HIGHWAY, 113.4 FT (34.6 M) SOUTHEAST OF A POWER POLE WITH 3
 AB4114'TRANSFORMERS, 110.2 FT (33.6 M) SOUTH-SOUTHWEST FROM A FIBERGLASS
 AB4114'WITNESS POST, 107.8 FT (32.9 M) SOUTH-SOUTHEAST FROM A FENCE CORNER,
 AB4114'WHICH IS ON THE EXTENDED CENTERLINE OF COUNTY ROAD 40 LEADING NORTH
 AB4114'AND 9.2 FT (2.8 M) EAST FROM A METAL WITNESS POST AND A NORTH/SOUTH
 AB4114'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3467 ***********************************************************************
 AI3467  DESIGNATION -  CP 19 10
 AI3467  PID         -  AI3467
 AI3467  STATE/COUNTY-  NE/RED WILLOW
 AI3467  USGS QUAD   -  RED WILLOW DAM (1970)
 AI3467
 AI3467                         *CURRENT SURVEY CONTROL
 AI3467  ___________________________________________________________________
 AI3467* NAD 83(1986)-  40 15 23.     (N)    100 39 01.     (W)     SCALED    
 AI3467* NAVD 88     -       827.044  (meters)    2713.39   (feet)  ADJUSTED  
 AI3467  ___________________________________________________________________
 AI3467  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AI3467  DYNAMIC HT  -         826.493 (meters)    2711.59  (feet)  COMP
 AI3467  MODELED GRAV-     979,931.7   (mgal)                       NAVD 88
 AI3467
 AI3467  VERT ORDER  -  SECOND    CLASS I
 AI3467
 AI3467.The horizontal coordinates were scaled from a topographic map and have
 AI3467.an estimated accuracy of +/- 6 seconds.
 AI3467
 AI3467.The orthometric height was determined by differential leveling
 AI3467.and adjusted by the National Geodetic Survey in July 2002..
 AI3467
 AI3467.The geoid height was determined by GEOID03.
 AI3467
 AI3467.The dynamic height is computed by dividing the NAVD 88
 AI3467.geopotential number by the normal gravity value computed on the
 AI3467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3467.degrees latitude (g = 980.6199 gals.).
 AI3467
 AI3467.The modeled gravity was interpolated from observed gravity values.
 AI3467
 AI3467;                    North         East    Units  Estimated Accuracy
 AI3467;SPC NE       -    47,180.      444,690.      MT  (+/- 180 meters Scaled)
 AI3467
 AI3467                          SUPERSEDED SURVEY CONTROL
 AI3467
 AI3467.No superseded survey control is available for this station.
 AI3467
 AI3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK596575(NAD 83)
 AI3467_MARKER: DD = SURVEY DISK
 AI3467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3467_STAMPING: CP 19-10 1990
 AI3467_MARK LOGO: NEDR  
 AI3467_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3467+STABILITY: SURFACE MOTION
 AI3467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3467+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1999
 AI3467
 AI3467  HISTORY     - Date     Condition        Report By
 AI3467  HISTORY     - 1990     MONUMENTED       BOR
 AI3467  HISTORY     - 19991105 GOOD             NGS
 AI3467
 AI3467                          STATION DESCRIPTION
 AI3467
 AI3467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3467'6.4 KM (3.95 MI) NORTHERLY ALONG U.S.  HIGHWAY 83 FROM THE WEST
 AI3467'JUNCTION OF U.S.  HIGHWAY 34 IN MCCOOK, 48.4 M (158.8 FT) SOUTH OF THE
 AI3467'CENTER OF A ROAD LEADING TO A HOUSING PROJECT, 13.9 M (45.6 FT)
 AI3467'NORTHEAST OF A UTILITY POLE, 13.0 M (42.7 FT) WEST OF THE HIGHWAY
 AI3467'CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 AI3467'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AI3467'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1389 ***********************************************************************
 LH1389  DESIGNATION -  CP 282 10
 LH1389  PID         -  LH1389
 LH1389  STATE/COUNTY-  NE/BUFFALO
 LH1389  USGS QUAD   -  NEWARK (1993)
 LH1389
 LH1389                         *CURRENT SURVEY CONTROL
 LH1389  ___________________________________________________________________
 LH1389* NAD 83(1995)-  40 44 06.42329(N)    098 54 16.44406(W)     ADJUSTED  
 LH1389* NAVD 88     -       636.6    (meters)    2089.     (feet)  VERTCON   
 LH1389  ___________________________________________________________________
 LH1389  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 LH1389  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 LH1389
 LH1389  HORZ ORDER  -  THIRD
 LH1389
 LH1389.The horizontal coordinates were established by classical geodetic methods
 LH1389.and adjusted by the National Geodetic Survey in August 1997..
 LH1389
 LH1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1389
 LH1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1389
 LH1389.The geoid height was determined by GEOID03.
 LH1389
 LH1389;                    North         East     Units Scale Factor Converg.
 LH1389;SPC NE       -   100,709.609   592,506.611   MT  0.99974835   +0 43 33.4
 LH1389;UTM  14      - 4,509,357.657   508,058.040   MT  0.99960080   +0 03 44.2
 LH1389
 LH1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1389!SPC NE       -   0.99990399  x   0.99974835  =   0.99965236
 LH1389!UTM  14      -   0.99990399  x   0.99960080  =   0.99950483
 LH1389
 LH1389                          SUPERSEDED SURVEY CONTROL
 LH1389
 LH1389  NAD 83(1986)-  40 44 06.43038(N)    098 54 16.44722(W) AD(       ) 3
 LH1389  NAD 83(1986)-  40 44 06.42925(N)    098 54 16.43651(W) AD(       ) 3
 LH1389  NGVD 29 (01/31/91)  636.4    (m)         2088.     (f) VERT ANG       
 LH1389
 LH1389.Superseded values are not recommended for survey control.
 LH1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1389.See file dsdata.txt to determine how the superseded data were derived.
 LH1389
 LH1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0805809358(NAD 83)
 LH1389_MARKER: DD = SURVEY DISK
 LH1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1389_SP_SET: CONCRETE POST
 LH1389_STAMPING: CP 282-10
 LH1389_MARK LOGO: NEDR  
 LH1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1389+STABILITY: SURFACE MOTION
 LH1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1389+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LH1389
 LH1389  HISTORY     - Date     Condition        Report By
 LH1389  HISTORY     - 1989     MONUMENTED       NEDR
 LH1389
 LH1389                          STATION DESCRIPTION
 LH1389
 LH1389'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1989
 LH1389'THE MARK IS LOCATED ABOUT 4.83 KM (3.00 MI) SOUTHWEST FROM GIBBON AND
 LH1389'ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 30 AND BETWEEN THE HIGHWAY
 LH1389'AND THE UNION PACIFIC RAILROAD.
 LH1389'TO REACH THE STATION FROM THE GIBBON POST OFFICE, GO NORTH ON CENTER
 LH1389'STREET FOR 0.16 KM (0.10 MI) TO U.S. HIGHWAY 30.  TURN LEFT AND GO
 LH1389'SOUTHWESTERLY ON HIGHWAY 30 FOR 5.07 KM (3.15 MI) TO THE MARK ON THE
 LH1389'LEFT.
 LH1389'THE MARK IS 28.2 M (92.5 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 LH1389'34.69 M (113.8 FT) WEST-NORTHWEST FROM A TELEPHONE LINE POLE, 21.83 M
 LH1389'(71.6 FT) NORTH FROM THE NORTHERNMOST MOST RAIL OF THE TRACKS, 9.40 M
 LH1389'(30.8 FT) NORTHEAST FROM A TELEPHONE LINE POLE, 5.94 M (19.5 FT) NORTH
 LH1389'FROM A WITNESS POST AND IS RECESSED 0.03 M (0.1 FT) BELOW THE GROUND
 LH1389'SURFACE.
 LH1389'THIS MARK SERVES AS AN ADDITIONAL AZIMUTH MARK FOR STATION OPTIC.
 LH1389'DESCRIBED BY D. NECAS, TYPED BY J.A. ODUM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1538 ***********************************************************************
 LF1538  DESIGNATION -  CP 65 12
 LF1538  PID         -  LF1538
 LF1538  STATE/COUNTY-  NE/OTOE
 LF1538  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1538
 LF1538                         *CURRENT SURVEY CONTROL
 LF1538  ___________________________________________________________________
 LF1538* NAD 83(1995)-  40 43 45.25539(N)    095 55 12.05981(W)     ADJUSTED  
 LF1538* NAVD 88     -       358.3    (meters)    1176.     (feet)  VERTCON   
 LF1538  ___________________________________________________________________
 LF1538  LAPLACE CORR-         -10.57  (seconds)                    DEFLEC99
 LF1538  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 LF1538
 LF1538  HORZ ORDER  -  THIRD
 LF1538
 LF1538.The horizontal coordinates were established by classical geodetic methods
 LF1538.and adjusted by the National Geodetic Survey in August 1997..
 LF1538
 LF1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1538
 LF1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1538
 LF1538.The geoid height was determined by GEOID03.
 LF1538
 LF1538;                    North         East     Units Scale Factor Converg.
 LF1538;SPC NE       -   107,599.754   844,456.916   MT  0.99974973   +2 42 13.7
 LF1538;SPC IA S     -    83,824.355   295,590.564   MT  0.99998204   -1 35 38.6
 LF1538;UTM  15      - 4,512,802.552   253,403.864   MT  1.00034855   -1 54 22.4
 LF1538;UTM  14      - 4,513,264.572   760,107.272   MT  1.00043283   +2 00 38.8
 LF1538
 LF1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1538!SPC NE       -   0.99994830  x   0.99974973  =   0.99969805
 LF1538!SPC IA S     -   0.99994830  x   0.99998204  =   0.99993034
 LF1538!UTM  15      -   0.99994830  x   1.00034855  =   1.00029684
 LF1538!UTM  14      -   0.99994830  x   1.00043283  =   1.00038111
 LF1538
 LF1538                          SUPERSEDED SURVEY CONTROL
 LF1538
 LF1538  NAD 83(1986)-  40 43 45.26265(N)    095 55 12.05630(W) AD(       ) 3
 LF1538  NGVD 29 (02/17/94)  358.1    (m)         1175.     (f) VERT ANG       
 LF1538
 LF1538.Superseded values are not recommended for survey control.
 LF1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1538.See file dsdata.txt to determine how the superseded data were derived.
 LF1538
 LF1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5340412803(NAD 83)
 LF1538_MARKER: DH = HORIZONTAL CONTROL DISK
 LF1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1538_SP_SET: CONCRETE POST
 LF1538_STAMPING: CP 65-12 1977
 LF1538_MARK LOGO: NEDR  
 LF1538_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LF1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1538+STABILITY: SURFACE MOTION
 LF1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1538+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1980
 LF1538
 LF1538  HISTORY     - Date     Condition        Report By
 LF1538  HISTORY     - 1977     MONUMENTED       NEDR
 LF1538  HISTORY     - 19800624 GOOD             NGS
 LF1538
 LF1538                          STATION DESCRIPTION
 LF1538
 LF1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LF1538'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST FROM NEBRASKA
 LF1538'CITY AND 0.5 MI (0.8 KM) WEST OF U.S. HIGHWAY 75, AT A BARN IN A
 LF1538'CULTIVATED FIELD.
 LF1538'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 LF1538'NEBRASKA CITY, GO NORTH, WEST AND NORTH ON HIGHWAY 75 FOR 5.9 MI
 LF1538'(9.5 KM) TO A SIDE ROAD ON THE LEFT, AT THE SOUTH END OF A BRIDGE.
 LF1538'TURN LEFT AND GO WEST FOR 0.5 MI (0.8 KM) TO A SIDE ROAD RIGHT.
 LF1538'TURN RIGHT AND GO NORTH FOR 0.25 MI (0.40 KM) TO A FIELD ROAD ON THE
 LF1538'RIGHT.  TURN RIGHT AND GO EAST ACROSS A FIELD FOR 0.1 MI (0.2 KM) TO
 LF1538'A BARN AND THE MARK AT THE SOUTHEAST CORNER OF THE BARN.
 LF1538'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS RECESSED
 LF1538'9 IN BELOW THE GROUND SURFACE.  IT IS 30.0 FT (9.1 M) SOUTH-SOUTHEAST
 LF1538'OF THE NORTHEAST CORNER OF THE BARN AND 5.5 FT (1.7 M) EAST FROM THE
 LF1538'SOUTHEAST CORNER OF THE BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1037 ***********************************************************************
 LG1037  DESIGNATION -  CRAB
 LG1037  PID         -  LG1037
 LG1037  STATE/COUNTY-  NE/GAGE
 LG1037  USGS QUAD   -  CRAB ORCHARD (1965)
 LG1037
 LG1037                         *CURRENT SURVEY CONTROL
 LG1037  ___________________________________________________________________
 LG1037* NAD 83(1995)-  40 19 12.39319(N)    096 28 56.28675(W)     ADJUSTED  
 LG1037* NAVD 88     -       446.     (meters)    1463.     (feet)  SCALED    
 LG1037  ___________________________________________________________________
 LG1037  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 LG1037  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 LG1037
 LG1037  HORZ ORDER  -  THIRD
 LG1037
 LG1037.The horizontal coordinates were established by classical geodetic methods
 LG1037.and adjusted by the National Geodetic Survey in August 1997..
 LG1037
 LG1037.The orthometric height was scaled from a topographic map.
 LG1037
 LG1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1037
 LG1037.The geoid height was determined by GEOID03.
 LG1037
 LG1037;                    North         East     Units Scale Factor Converg.
 LG1037;SPC NE       -    60,128.688   798,861.266   MT  0.99987060   +2 19 52.2
 LG1037;UTM  14      - 4,466,329.384   713,914.394   MT  1.00016332   +1 37 47.0
 LG1037
 LG1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1037!SPC NE       -   0.99993433  x   0.99987060  =   0.99980494
 LG1037!UTM  14      -   0.99993433  x   1.00016332  =   1.00009764
 LG1037
 LG1037|---------------------------------------------------------------------|
 LG1037| PID    Reference Object                     Distance      Geod. Az  |
 LG1037|                                                           dddmmss.s |
 LG1037| LG1447 CRAB RM 1                            23.943 METERS 01022     |
 LG1037| LG1448 CRAB RM 2                            16.831 METERS 11224     |
 LG1037| LG1029 VIRGINIA FIRST CHRISTIAN CH         APPROX. 8.3 KM 1881515.6 |
 LG1037| LG1449 CRAB RM 3                            19.475 METERS 20947     |
 LG1037| LG1412 CRAB AZ MK                          458.633 METERS 2732335.8 |
 LG1037| LG1044 EVANGELICAL ZION LUTHERAN CH        APPROX.11.7 KM 2860129.2 |
 LG1037| LG1450 CRAB RM 4                             8.952 METERS 28642     |
 LG1037|---------------------------------------------------------------------|
 LG1037
 LG1037                          SUPERSEDED SURVEY CONTROL
 LG1037
 LG1037  NAD 83(1986)-  40 19 12.40141(N)    096 28 56.28300(W) AD(       ) 3
 LG1037  NAD 27      -  40 19 12.39900(N)    096 28 55.21100(W) AD(       ) 3
 LG1037
 LG1037.Superseded values are not recommended for survey control.
 LG1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1037.See file dsdata.txt to determine how the superseded data were derived.
 LG1037
 LG1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1391466329(NAD 83)
 LG1037_MARKER: DS = TRIANGULATION STATION DISK
 LG1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1037_SP_SET: CONCRETE POST
 LG1037_STAMPING: CRAB 1947
 LG1037_MARK LOGO: CGS   
 LG1037_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1037+STABILITY: SURFACE MOTION
 LG1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1037+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1984
 LG1037
 LG1037  HISTORY     - Date     Condition        Report By
 LG1037  HISTORY     - 1947     MONUMENTED       CGS
 LG1037  HISTORY     - 1947     GOOD             CGS
 LG1037  HISTORY     - 19840809 GOOD             NGS
 LG1037
 LG1037                          STATION DESCRIPTION
 LG1037
 LG1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1037'THE STATION IS LOCATED ABOUT 3 MILES WEST OF CRAB ORCHARD AND
 LG1037'3 MILES NORTHEAST OF FILLEY IN THE SOUTHEAST ANGLE OF A
 LG1037'CROSSROAD, AND IN THE NORTHWEST CORNER OF A TRIANGLE FORMED BY
 LG1037'THE ROADS.  IT IS 47 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LG1037'GRAVELED ROAD, 61 FEET EAST OF A NORTH-SOUTH GRAVELED ROAD AND
 LG1037'83 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 3.  IT IS
 LG1037'STAMPED CRAB 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1037'
 LG1037'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY OF THE EAST-WEST
 LG1037'GRAVELED ROAD AT THE SOUTH EDGE OF A ROW OF HEDGE TREES.  IT IS
 LG1037'34 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 75
 LG1037'FEET EAST OF A NORTH-SOUTH GRAVELED ROAD AND 2 FEET EAST OF
 LG1037'A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 2 FEET.  IT
 LG1037'IS STAMPED CRAB NO 1 1947 AND PROJECTS 6 INCHES.
 LG1037'
 LG1037'REFERENCE MARK NO. 2 IS 68 FEET SOUTH OF THE CENTER OF AN
 LG1037'EAST-WEST GRAVELED ROAD, AND 35 FEET NORTHWEST OF STATE
 LG1037'HIGHWAY 3.  IT IS STAMPED CRAB NO 2 1947 AND IS FLUSH WITH
 LG1037'THE SURFACE OF THE GROUND.
 LG1037'
 LG1037'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF AN EAST-WEST GRAVELED
 LG1037'ROAD, 32 FEET NORTH OF THE CENTER OF THE ROAD, 1 FOOT SOUTH OF
 LG1037'AN EAST-WEST FENCE LINE AND 1 FOOT EAST OF A POWER LINE POLE.
 LG1037'IT IS STAMPED CRAB 1947 AND PROJECTS 6 INCHES.
 LG1037'
 LG1037'TO REACH THE STATION FROM THE POST OFFICE IN CRAB ORCHARD, GO
 LG1037'WEST ON STATE HIGHWAY 3 FOR 4.0 MILES TO A POINT WHERE STATE
 LG1037'HIGHWAY 3 TURNS SOUTH AND THE STATION AS DESCRIBED.
 LG1037'
 LG1037'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED
 LG1037'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 LG1037'
 LG1037'A 74 FOOT SIGNAL AT BEAR IS VISIBLE AT 40 FEET.
 LG1037'
 LG1037'A 74 FOOT SIGNAL AT WOLKEN IS VISIBLE AT 30 FEET.
 LG1037'
 LG1037'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1037
 LG1037                          STATION RECOVERY (1947)
 LG1037
 LG1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1037'RECOVERED IN GOOD CONDITION.
 LG1037
 LG1037                          STATION RECOVERY (1984)
 LG1037
 LG1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG1037'THE SURFACE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 LG1037'CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED.  REFERENCE
 LG1037'MARKS 3 AND 4 WERE ESTABLISHED THIS DATE.  DUE TO SEVERAL CHANGES A
 LG1037'NEW DESCRIPTION FOLLOWS.
 LG1037'THE STATION IS LOCATED ABOUT 8 KM (5.0 MI) NORTH FROM VIRGINIA, 6.4 KM
 LG1037'(4.0 MI) NORTHEAST FROM FILLEY AND 4.8 KM (3.0 MI) SOUTHWEST FROM
 LG1037'CRAB ORCHARD, ON COUNTY ROAD RIGHT-OF-WAY.  CONTACT THE COURT CLERK
 LG1037'FOR GAGE COUNTY AT THE COURTHOUSE IN BEATRICE, NEBRASKA.
 LG1037'TO REACH THE STATION FROM THE POST OFFICE IN CRAB ORCHARD, GO WEST ON
 LG1037'HIGHWAY 49C SPUR FOR 0.97 KM (0.60 MI) TO U.S. HIGHWAY 136.  TURN
 LG1037'LEFT AND GO SOUTHWEST ON THE HIGHWAY FOR 0.56 KM (0.35 MI) TO A SIDE
 LG1037'ROAD ON THE RIGHT. TURN RIGHT AND GO WEST ON A GRADED ROAD FOR 2.25
 LG1037'KM (1.40 MI) TO A CURVE SOUTH.  CONTINUE SOUTH FOR 1.29 KM (0.80 MI)
 LG1037'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 1.61 KM
 LG1037'(1.00 MI) TO A CROSSROAD AND THE STATION IN THE SOUTHEAST ANGLE OF
 LG1037'THE INTERSECTION.
 LG1037'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LG1037'FLUSH WITH THE GROUND.  IT IS 27.75 M (91.04 FT) NORTH-NORTHEAST FROM
 LG1037'A POWER POLE, 23.0 M (75.5 FT) SOUTHEAST FROM THE CENTER OF THE
 LG1037'INTERSECTION, 18.6 M (61.0 FT) EAST FROM THE CENTERLINE OF THE
 LG1037'NORTH-SOUTH ROAD, 13.7 M (44.9 FT) SOUTH FROM THE CENTERLINE OF THE
 LG1037'EAST-WEST ROAD AND 0.91 M (2.99 FT) WEST FROM A WITNESS POST.  THE
 LG1037'UNDERGROUND MARK WAS NOT INSPECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1412 ***********************************************************************
 LG1412  DESIGNATION -  CRAB AZ MK
 LG1412  PID         -  LG1412
 LG1412  STATE/COUNTY-  NE/GAGE
 LG1412  USGS QUAD   -  CRAB ORCHARD (1965)
 LG1412
 LG1412                         *CURRENT SURVEY CONTROL
 LG1412  ___________________________________________________________________
 LG1412* NAD 83(1995)-  40 19 13.27283(N)    096 29 15.67864(W)     ADJUSTED  
 LG1412* NAVD 88     -       449.     (meters)    1473.     (feet)  SCALED    
 LG1412  ___________________________________________________________________
 LG1412  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 LG1412  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 LG1412
 LG1412  HORZ ORDER  -  THIRD
 LG1412
 LG1412.The horizontal coordinates were established by classical geodetic methods
 LG1412.and adjusted by the National Geodetic Survey in August 1997..
 LG1412
 LG1412.The orthometric height was scaled from a topographic map.
 LG1412
 LG1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1412
 LG1412.The geoid height was determined by GEOID03.
 LG1412
 LG1412;                    North         East     Units Scale Factor Converg.
 LG1412;SPC NE       -    60,137.189   798,402.771   MT  0.99987052   +2 19 39.4
 LG1412;UTM  14      - 4,466,343.501   713,455.904   MT  1.00016091   +1 37 34.4
 LG1412
 LG1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1412!SPC NE       -   0.99993389  x   0.99987052  =   0.99980442
 LG1412!UTM  14      -   0.99993389  x   1.00016091  =   1.00009479
 LG1412
 LG1412                          SUPERSEDED SURVEY CONTROL
 LG1412
 LG1412  NAD 83(1986)-  40 19 13.28105(N)    096 29 15.67494(W) AD(       ) 3
 LG1412
 LG1412.Superseded values are not recommended for survey control.
 LG1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1412.See file dsdata.txt to determine how the superseded data were derived.
 LG1412
 LG1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1345666344(NAD 83)
 LG1412_MARKER: DZ = AZIMUTH MARK DISK
 LG1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1412_SP_SET: CONCRETE POST
 LG1412_STAMPING: CRAB 1947
 LG1412_MARK LOGO: CGS   
 LG1412_PROJECTION: PROJECTING 10 CENTIMETERS
 LG1412_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1412+STABILITY: SURFACE MOTION
 LG1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1412+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1984
 LG1412
 LG1412  HISTORY     - Date     Condition        Report By
 LG1412  HISTORY     - 1947     MONUMENTED       CGS
 LG1412  HISTORY     - 19840809 GOOD             NGS
 LG1412
 LG1412                          STATION DESCRIPTION
 LG1412
 LG1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1412'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 8 KM (5.0 MI) NORTH
 LG1412'FROM VIRGINIA, 5.6 KM (3.5 MI) SOUTHWEST FROM CRAB ORCHARD AND ON
 LG1412'COUNTY ROAD RIGHT-OF-WAY.
 LG1412'TO REACH FROM THE POST OFFICE IN CRAB ORCHARD, GO WEST ON ROAD 49C
 LG1412'SPUR FOR 0.97 KM (0.60 MI) TO U.S. HIGHWAY 136.  TURN LEFT AND GO
 LG1412'SOUTHWEST ON THE HIGHWAY FOR 0.56 KM (0.35 MI) TO A SIDE ROAD RIGHT.
 LG1412'TURN RIGHT AND GO WEST ON A GRADED ROAD FOR 2.25 KM (1.40 MI) TO A
 LG1412'CURVE SOUTH.  CONTINUE SOUTH FOR 1.29 KM (0.80 MI) TO A SIDE ROAD ON
 LG1412'THE RIGHT.  TURN RIGHT AND GO WEST FOR 1.61 TO A CROSSROAD AND
 LG1412'STATION --CRAB--IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE
 LG1412'WEST FOR 0.45 KM (0.28 MI) TO THE MARK ON THE RIGHT.
 LG1412'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 LG1412'ABOUT 10 CM ABOVE THE GROUND.  IT IS 9.75 KM (6.06 MI) NORTH FROM THE
 LG1412'CENTERLINE OF THE ROAD, 0.46 KM (0.29 MI) WEST FROM A WITNESS POST
 LG1412'AND 0.30 M (0.98 FT) EAST FROM A POWER POLE.
 LG1412'THE MARK WAS SET IN 1947 AND POSITIONED BY ELECTRONIC TRAVERSE FROM
 LG1412'STATION--CRAB--ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0430 ***********************************************************************
 NO0430  DESIGNATION -  CRABB
 NO0430  PID         -  NO0430
 NO0430  STATE/COUNTY-  NE/CHERRY
 NO0430  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0430
 NO0430                         *CURRENT SURVEY CONTROL
 NO0430  ___________________________________________________________________
 NO0430* NAD 83(1995)-  42 57 30.40981(N)    100 31 46.19756(W)     ADJUSTED  
 NO0430* NAVD 88     -       853.6    (meters)    2801.     (feet)  VERTCON   
 NO0430  ___________________________________________________________________
 NO0430  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 NO0430  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 NO0430
 NO0430  HORZ ORDER  -  FIRST
 NO0430
 NO0430.The horizontal coordinates were established by classical geodetic methods
 NO0430.and adjusted by the National Geodetic Survey in August 1997..
 NO0430
 NO0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0430
 NO0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0430
 NO0430.The geoid height was determined by GEOID03.
 NO0430
 NO0430;                    North         East     Units Scale Factor Converg.
 NO0430;SPC NE       -   347,137.381   456,796.112   MT  0.99998120   -0 21 03.2
 NO0430;SPC SD S     -    69,463.983   583,994.112   MT  0.99997273   -0 08 07.2
 NO0430;SPC SD S     -   227,899.75  1,915,987.35   sFT  0.99997273   -0 08 07.2
 NO0430;UTM  14      - 4,757,335.304   375,247.974   MT  0.99979146   -1 02 32.8
 NO0430
 NO0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0430!SPC NE       -   0.99986963  x   0.99998120  =   0.99985083
 NO0430!SPC SD S     -   0.99986963  x   0.99997273  =   0.99984236
 NO0430!UTM  14      -   0.99986963  x   0.99979146  =   0.99966111
 NO0430
 NO0430:                Primary Azimuth Mark                     Grid Az
 NO0430:SPC NE       -  CRABB RM 1 AZIMUTH                       104 09 27.7
 NO0430:SPC SD S     -  CRABB RM 1 AZIMUTH                       103 56 31.7
 NO0430:UTM  14      -  CRABB RM 1 AZIMUTH                       104 50 57.3
 NO0430
 NO0430|---------------------------------------------------------------------|
 NO0430| PID    Reference Object                     Distance      Geod. Az  |
 NO0430|                                                           dddmmss.s |
 NO0430| CO2924 CRABB RM 1 AZIMUTH                  413.700 METERS 1034824.5 |
 NO0430| CO2925 CRABB RM 2                           26.390 METERS 17614     |
 NO0430| NO0432 VALENTINE MUNICIPAL TANK            APPROX. 8.0 KM 1933712.3 |
 NO0430| NO0431 VALENTINE W MUNICIPAL TANK          APPROX. 8.0 KM 1934207.7 |
 NO0430| CO2926 CRABB RM 3                           26.574 METERS 29234     |
 NO0430| OS0709 CHURCH SPIRE W OF LAKEVIEW          APPROX.25.4 KM 3043234.7 |
 NO0430| OS0706 LAKEVIEW CH SPIRE SW PART           APPROX.20.4 KM 3073656.0 |
 NO0430| OS0705 LAKEVIEW CH CROSS NE PART           APPROX.20.6 KM 3080119.8 |
 NO0430|---------------------------------------------------------------------|
 NO0430
 NO0430                          SUPERSEDED SURVEY CONTROL
 NO0430
 NO0430  NAD 83(1986)-  42 57 30.41071(N)    100 31 46.20997(W) AD(       ) 1
 NO0430  NAD 27      -  42 57 30.38400(N)    100 31 44.73600(W) AD(       ) 1
 NO0430  NGVD 29 (07/19/86)  853.3    (m)         2800.     (f) VERT ANG       
 NO0430
 NO0430.Superseded values are not recommended for survey control.
 NO0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0430.See file dsdata.txt to determine how the superseded data were derived.
 NO0430
 NO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7524857335(NAD 83)
 NO0430_MARKER: DS = TRIANGULATION STATION DISK
 NO0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0430
 NO0430  HISTORY     - Date     Condition        Report By
 NO0430  HISTORY     - 1933     MONUMENTED       CGS
 NO0430  HISTORY     - 1936     GOOD             CGS
 NO0430  HISTORY     - 1949     GOOD             CGS
 NO0430
 NO0430                          STATION DESCRIPTION
 NO0430
 NO0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0430'ABOUT 6 MILES NORTH OF VALENTINE IN SOUTHWEST QUARTER SEC.
 NO0430'32, T. 35 N., R. 27 W., ON A LOW FLAT-TOPPED HILL IN PASTURE
 NO0430'OWNED BY THE CRABB ESTATE.
 NO0430'
 NO0430'REACHED FROM VALENTINE BY U.S. HIGHWAY 183 NORTH 6.0 MILES,
 NO0430'THENCE EAST ON GRADED ROAD 2.5 MILES TO LANE LEADING NORTH.
 NO0430'FOLLOW LANE NORTH 0.2 MILE TO MRS. CRABBS HOUSE, THENCE WEST
 NO0430'1/4 MILE TO STATION.
 NO0430'
 NO0430'STATION MARK, REFERENCE MARKS NO. 2 AND NO. 3 ARE FLUSH WITH
 NO0430'THE GROUND.
 NO0430'
 NO0430'REFERENCE MARK NO. 1 (AZIMUTH) IS EAST BY SOUTH OF STATION AND
 NO0430'75 FEET SOUTHWEST BY WEST OF SOUTHWEST CORNER OF MRS. CRABBS HOUSE.
 NO0430'
 NO0430'REFERENCE MARK NO. 2 IS SOUTH OF STATION AND REFERENCE MARK NO. 3
 NO0430'IS WEST OF STATION, BOTH BEING ON THE SAME KNOLL AS STATION.
 NO0430'
 NO0430'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0430'BRONZE DISKS SET AS DESCRIBED.
 NO0430'
 NO0430'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.12 METERS.
 NO0430
 NO0430                          STATION RECOVERY (1936)
 NO0430
 NO0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0430'STATION RECOVERED AS DESCRIBED IN 1933 AND ALL MARKS FOUND IN
 NO0430'GOOD CONDITION.  TO REACH THE STATION FROM VALENTINE, TAKE U.S.
 NO0430'HIGHWAY 183 WEST AND NORTH FOR 6.2 MILES FROM THE CHERRY COUNTY
 NO0430'COURTHOUSE IN VALENTINE, TURN RIGHT (EAST) AND PROCEED STRAIGHT
 NO0430'FOR 2.5 MILES TO A LANE LEADING NORTH, TAKE THIS LANE FOR
 NO0430'0.2 MILE TO MR. CRABBS HOUSE, AND TURN LEFT (WEST) FOR 0.3
 NO0430'MILE TO TOP OF KNOLL AND STATION.
 NO0430'
 NO0430'STATION IS 2-1/4 MILES SOUTH OF STATE LINE ON HIGHEST POINT OF
 NO0430'KNOLL AND IS MARKED.
 NO0430'
 NO0430'REFERENCE MARK NO. 1 (AZIMUTH) IS 0.3 MILE EAST BY SOUTH
 NO0430'OF THE STATION AND 75 FEET SOUTHWEST BY WEST OF THE SOUTHWEST
 NO0430'CORNER OF CRABBS HOUSE.
 NO0430'
 NO0430'REFERENCE MARK NO. 2, IS SOUTH OF THE STATION AND
 NO0430'ON THE SAME KNOLL AS THE STATION.
 NO0430'
 NO0430'REFERENCE MARK NO. 3, IS WEST OF THE STATION ON THE
 NO0430'SAME KNOLL.  DISTANCES AND DIRECTIONS WERE OBSERVED AS FOLLOWS--
 NO0430'
 NO0430'NOTE--DISTANCES TO REFERENCE MARKS NO. 2 AND 3 CHECKED EXACTLY,
 NO0430'UNABLE TO COMPARE THE DIRECTIONS.  ALL LIGHTS VISIBLE FROM A
 NO0430'4-FOOT TRIPOD EXCEPT STATION BARNETT WHICH REQUIRES A 15-FOOT
 NO0430'TRIPOD.
 NO0430
 NO0430                          STATION RECOVERY (1949)
 NO0430
 NO0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0430'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3
 NO0430'AND THE AZIMUTH MARK (REFERENCE MARK NO. 1) WERE RECOVERED AND
 NO0430'FOUND TO BE IN EXCELLENT CONDITION.  THE 1936 DIRECTION TO THE
 NO0430'MARKS AND THE VALENTINE WATER TANK COULD NOT BE CHECKED.  U.S.
 NO0430'HIGHWAY 183 IS NOW U.S. HIGHWAY 83.  FOLLOWING IS A COMPLETE
 NO0430'AND NEW DESCRIPTION--
 NO0430'
 NO0430'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASS-COVERED
 NO0430'KNOLL, ABOUT 6 MILES NORTH OF VALENTINE AND IS ON LAND OWNED
 NO0430'BY THE CRABB ESTATE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 NO0430'GROUND AND IS STAMPED CRABB 1933.
 NO0430'
 NO0430'REFERENCE MARK NO. 2 IS 6 INCHES LOWER THAN THE STATION.  IT
 NO0430'IS SET FLUSH AND IS STAMPED CRABB NO 2 1933.
 NO0430'
 NO0430'REFERENCE MARK NO. 3 IS 18 INCHES LOWER THAN THE STATION AND IS
 NO0430'SET 3 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED
 NO0430'CRABB NO 3 1933.
 NO0430'
 NO0430'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND REFERENCE MARK
 NO0430'NO. 3 IS 147.65 FEET.
 NO0430'
 NO0430'THE AZIMUTH MARK (REFERENCE MARK NO. 1) IS SET JUST INSIDE
 NO0430'OF A FENCE LINE, 75 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 NO0430'CORNER OF THE HOUSE AND 1 FOOT NORTHWEST OF A WITNESS POST.
 NO0430'IT IS A STANDARD REFERENCE MARK DISK, STAMPED CRABB NO 1 1933,
 NO0430'AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 NO0430'
 NO0430'TO REACH THE STATION FROM THE CHERRY COUNTY COURTHOUSE IN VALENTINE,
 NO0430'GO WEST AND NORTH ON U.S. HIGHWAY 83 FOR 6.25 MILES TO A
 NO0430'CROSSROAD, TURN RIGHT AND GO EAST ON A GRADED ROAD FOR 2.5
 NO0430'MILES TO A LANE ON THE LEFT, TURN LEFT AND FOLLOW THE LANE
 NO0430'NORTHERLY FOR 0.2 MILE TO MR. CRABBS HOUSE AND THE AZIMUTH
 NO0430'MARK AS DESCRIBED, TURN LEFT AND CONTINUE WESTERLY ON A TRACK
 NO0430'ROAD FOR 0.3 MILE TO THE TOP OF THE KNOLL AND THE STATION AS
 NO0430'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0413 ***********************************************************************
 LJ0413  DESIGNATION -  CRAIG
 LJ0413  PID         -  LJ0413
 LJ0413  STATE/COUNTY-  NE/LINCOLN
 LJ0413  USGS QUAD   -  JEFFREY RESERVOIR SE (1970)
 LJ0413
 LJ0413                         *CURRENT SURVEY CONTROL
 LJ0413  ___________________________________________________________________
 LJ0413* NAD 83(1995)-  40 50 30.98485(N)    100 21 26.22065(W)     ADJUSTED  
 LJ0413* NAVD 88     -       945.     (meters)    3100.     (feet)  SCALED    
 LJ0413  ___________________________________________________________________
 LJ0413  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LJ0413  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 LJ0413
 LJ0413  HORZ ORDER  -  SECOND
 LJ0413
 LJ0413.The horizontal coordinates were established by classical geodetic methods
 LJ0413.and adjusted by the National Geodetic Survey in August 1997..
 LJ0413
 LJ0413.The orthometric height was scaled from a topographic map.
 LJ0413
 LJ0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0413
 LJ0413.The geoid height was determined by GEOID03.
 LJ0413
 LJ0413;                    North         East     Units Scale Factor Converg.
 LJ0413;SPC NE       -   112,045.323   469,876.555   MT  0.99972523   -0 14 12.4
 LJ0413;UTM  14      - 4,522,097.586   385,576.553   MT  0.99976115   -0 53 15.8
 LJ0413
 LJ0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0413!SPC NE       -   0.99985534  x   0.99972523  =   0.99958061
 LJ0413!UTM  14      -   0.99985534  x   0.99976115  =   0.99961652
 LJ0413
 LJ0413|---------------------------------------------------------------------|
 LJ0413| PID    Reference Object                     Distance      Geod. Az  |
 LJ0413|                                                           dddmmss.s |
 LJ0413| CN9066 CRAIG RM 1                           15.627 METERS 08326     |
 LJ0413| CN9065 CRAIG AZ MK                                        2162612.8 |
 LJ0413| CN9067 CRAIG RM 2                           20.151 METERS 26433     |
 LJ0413|---------------------------------------------------------------------|
 LJ0413
 LJ0413                          SUPERSEDED SURVEY CONTROL
 LJ0413
 LJ0413  NAD 83(1986)-  40 50 30.99075(N)    100 21 26.22782(W) AD(       ) 2
 LJ0413  NAD 27      -  40 50 30.95948(N)    100 21 24.73791(W) AD(       ) 2
 LJ0413
 LJ0413.Superseded values are not recommended for survey control.
 LJ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0413.See file dsdata.txt to determine how the superseded data were derived.
 LJ0413
 LJ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8557722098(NAD 83)
 LJ0413_MARKER: DS = TRIANGULATION STATION DISK
 LJ0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0413
 LJ0413  HISTORY     - Date     Condition        Report By
 LJ0413  HISTORY     - 1951     MONUMENTED       CGS
 LJ0413
 LJ0413                          STATION DESCRIPTION
 LJ0413
 LJ0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLG)
 LJ0413'THE STATION IS LOCATED ABOUT 13.0 MILES SOUTH OF BRADY AND 12.0
 LJ0413'MILES SOUTHWEST OF GOTHENBURG ON THE HIGHEST POINT OF A LARGE
 LJ0413'FLAT TOPPED HILL.  IT IS 125.0 FEET EAST OF A T FENCE CORNER,
 LJ0413'3.0 FEET WEST OF A WITNESS POST AND 1.5 FEET SOUTH OF A FENCE.
 LJ0413'IT PROJECTS 6 INCHES AND IS STAMPED CRAIG 1951.
 LJ0413'
 LJ0413'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL ABOUT
 LJ0413'1.0 FOOT BELOW THE ELEVATION OF THE STATION.  IT IS 1.0 FOOT
 LJ0413'SOUTH OF A FENCE, PROJECTS 5 INCHES AND IS STAMPED CRAIG NO 1
 LJ0413'1951.
 LJ0413'
 LJ0413'REFERENCE MARK NO. 2 IS 59.0 FEET EAST OF A T FENCE CORNER AND
 LJ0413'1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED
 LJ0413'CRAIG NO 2 1951.
 LJ0413'
 LJ0413'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0413'NO. 2 IS 117.4 FEET.
 LJ0413'
 LJ0413'THE AZIMUTH MARK IS 45.0 FEET NORTH-NORTHWEST OF A SMALL CEDAR
 LJ0413'TREE, 27.0 FEET WEST OF THE CENTER OF A TRACK ROAD AND 1.5
 LJ0413'FEET SOUTH OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS
 LJ0413'STAMPED CRAIG 1951.
 LJ0413'
 LJ0413'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GOTHENBURG,
 LJ0413'GO SOUTH ON STATE ROUTE NO. 47 FOR 1.7 MILES TO A CROSSROAD,
 LJ0413'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 5.5 MILES TO
 LJ0413'A SIDE ROAD LEFT.  HERE TURN LEFT AND GO SOUTH ON A GRADED ROAD
 LJ0413'FOR 3.7 MILES TO A FORK, KEEP RIGHT FORK AND GO SOUTHWEST FOR
 LJ0413'3.0 MILES TO WHERE THE MAIN TRAVELED ROAD TURNS SHARP RIGHT
 LJ0413'AND A T ROAD LEFT AT CATTLE GUARD.  TURN LEFT AND FOLLOW DIRT
 LJ0413'ROAD SOUTH AND SOUTHWEST FOR 0.9 MILE TO A DIM FORK RIGHT JUST
 LJ0413'BEFORE REACHING A WINDMILL, TURN RIGHT ON DIM TRACK ROAD AND
 LJ0413'GO NORTHWESTERLY FOR 0.7 MILE TO A CEDAR TREE ON THE LEFT
 LJ0413'AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE NORTH ON TRACK
 LJ0413'ROAD FOR 0.05 MILE TO A FORK, TAKE RIGHT FORK AND GO
 LJ0413'EASTERLY FOR 0.3 MILE TO A WIRE GATE ON THE RIGHT IN FENCE
 LJ0413'CORNER, PASS THROUGH WIRE GATE AND GO EAST ALONG THE
 LJ0413'SOUTH SIDE OF THE FENCE FOR ABOUT 125.0 FEET TO THE TOP
 LJ0413'OF THE HILL AND THE STATION AS DESCRIBED.
 LJ0413'
 LJ0413'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1180 ***********************************************************************
 ML1180  SACS        -  This is a Secondary Airport Control Station.
 ML1180  DESIGNATION -  CRAM
 ML1180  PID         -  ML1180
 ML1180  STATE/COUNTY-  NE/GARFIELD
 ML1180  USGS QUAD   -  BURWELL (1952)
 ML1180
 ML1180                         *CURRENT SURVEY CONTROL
 ML1180  ___________________________________________________________________
 ML1180* NAD 83(1995)-  41 46 30.77645(N)    099 08 55.68036(W)     ADJUSTED  
 ML1180* NAVD 88     -       664.32   (meters)    2179.5    (feet)  GPS OBS   
 ML1180  ___________________________________________________________________
 ML1180  X           -    -757,494.621 (meters)                     COMP
 ML1180  Y           -  -4,703,540.769 (meters)                     COMP
 ML1180  Z           -   4,227,443.965 (meters)                     COMP
 ML1180  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 ML1180  ELLIP HEIGHT-         640.91  (meters)          (12/13/01) GPS OBS
 ML1180  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 ML1180
 ML1180  HORZ ORDER  -  FIRST
 ML1180  ELLP ORDER  -  FOURTH    CLASS II
 ML1180
 ML1180.This mark is at Cram Field Airport (BUB)
 ML1180
 ML1180.The horizontal coordinates were established by GPS observations
 ML1180.and adjusted by the National Geodetic Survey in August 1998..
 ML1180
 ML1180.The orthometric height was determined by GPS observations and a
 ML1180.high-resolution geoid model.
 ML1180
 ML1180.GPS derived orthometric heights for airport stations designated as
 ML1180.PACS or SACS are published to 2 decimal places.  This maintains
 ML1180.centimeter relative accuracy between the PACS and SACS.  It does
 ML1180.not indicate centimeter accuracy relative to other marks which are
 ML1180.part of the NAVD 88 network.
 ML1180
 ML1180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML1180
 ML1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1180
 ML1180.The ellipsoidal height was determined by GPS observations
 ML1180.and is referenced to NAD 83.
 ML1180
 ML1180.The geoid height was determined by GEOID03.
 ML1180
 ML1180;                    North         East     Units Scale Factor Converg.
 ML1180;SPC NE       -   215,947.159   570,745.686   MT  0.99966961   +0 33 50.7
 ML1180;UTM  14      - 4,624,829.868   487,633.453   MT  0.99960188   -0 05 56.9
 ML1180
 ML1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1180!SPC NE       -   0.99989949  x   0.99966961  =   0.99956913
 ML1180!UTM  14      -   0.99989949  x   0.99960188  =   0.99950141
 ML1180
 ML1180|---------------------------------------------------------------------|
 ML1180| PID    Reference Object                     Distance      Geod. Az  |
 ML1180|                                                           dddmmss.s |
 ML1180| AB4107 BUB A                               312.385 METERS 15339     |
 ML1180|---------------------------------------------------------------------|
 ML1180
 ML1180                          SUPERSEDED SURVEY CONTROL
 ML1180
 ML1180  NAD 83(1995)-  41 46 30.77501(N)    099 08 55.68340(W) AD(       ) 1
 ML1180  ELLIP H (08/18/97)  641.01   (m)                       GP(       ) 4 1
 ML1180  NAD 83(1986)-  41 46 30.78267(N)    099 08 55.68872(W) AD(       ) 1
 ML1180  NGVD 29 (02/23/90)  664.2    (m)         2179.     (f) GPS OBS        
 ML1180
 ML1180.Superseded values are not recommended for survey control.
 ML1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1180.See file dsdata.txt to determine how the superseded data were derived.
 ML1180
 ML1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8763324830(NAD 83)
 ML1180_MARKER: I = METAL ROD
 ML1180_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ML1180_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ML1180_STAMPING: CRAM 1989
 ML1180_MARK LOGO: NGS   
 ML1180_PROJECTION: FLUSH
 ML1180_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1180+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1997
 ML1180_ROD/PIPE-DEPTH: 20.8 meters
 ML1180_SLEEVE-DEPTH  : 0.95 meters
 ML1180
 ML1180  HISTORY     - Date     Condition        Report By
 ML1180  HISTORY     - 1989     MONUMENTED       NGS
 ML1180  HISTORY     - 19890615 GOOD             NGS
 ML1180  HISTORY     - 19950711 GOOD             NGS
 ML1180  HISTORY     - 19970603 GOOD             NGS
 ML1180
 ML1180                          STATION DESCRIPTION
 ML1180
 ML1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ML1180'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF BURWELL, AT THE
 ML1180'BURWELL/CRAM FIELD, NEAR THE JUNCTION OF A TAXIWAY AND RUNWAY 15-33.
 ML1180'OWNERSHIP--BURWELL AIRPORT AUTHORITY, BURWELL, NE 68823.  FOR
 ML1180'PERMISSION CONTACT HOWARD HOLMNQUIST OF THE AIRPORT AUTHORITY,
 ML1180'TELEPHONE IS 308-346-4747.
 ML1180'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND 91, AT
 ML1180'THE SOUTHEAST CORNER OF BURWELL, GO WEST ALONG STATE HIGHWAY1 FOR 1.6
 ML1180'KM (1.00 MI) TO 13TH AVENUE ON THE RIGHT.  TURN RIGHT AND GO NORTH
 ML1180'ALONG 13TH AVENUE FOR 0.6 KM (0.35 MI) TO THE AIRPORT ENTRANCE ROAD ON
 ML1180'THE LEFT.  TURN LEFT AND GO WEST ALONG THE ENTRANCE ROAD FOR 0.24 KM
 ML1180'(0.15 MI), THEN TURN RIGHT AND GO NORTH TO AN OPEN GAP IN A FENCELINE
 ML1180'AT AN AIRPORT BEACON.  PASS THROUGH THE GAP, THEN TURN LEFT AND GO
 ML1180'WEST TO AN APRON, THEN PROCEED SOUTHWEST ACROSS THE APRON TO A
 ML1180'TAXIWAY, THEN PROCEED WEST-SOUTHWEST ALONG THE TAXIWAY TO ITS JUNCTION
 ML1180'WITH THE RUNWAY AND THE STATION ON THE RIGHT.
 ML1180'THE STATION MARK IS SET 17.8 M (58.4 FT) NORTH-NORTHWEST OF THE
 ML1180'CENTERLINE OF THE TAXIWAY, 14.3 M (46.9 FT) EAST-NORTHEAST OF THE
 ML1180'CENTERLINE OF THE RUNWAY AND 6.0 M (19.7 FT) EAST-SOUTHEAST OF A BLUE
 ML1180'TAXIWAY LIGHT.
 ML1180'DESCRIBED BY E.A.RICE.
 ML1180'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ML1180
 ML1180                          STATION RECOVERY (1989)
 ML1180
 ML1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML1180'THE STATION IS LOCATED AT CRAM FIELD WEST OF THE TERMINAL BUILDING. IT
 ML1180'IS 57.8 FT (17.6 M) NORTHWEST OF THE CENTERLINE OF THE TAXIWAY LEADING
 ML1180'FROM THE RAMP TO THE RUNWAY, 46.7 FT (14.2 M) NORTHEAST OF THE
 ML1180'CENTERLINE OF THE RUNWAY AND 41.9 FT (12.8 M) SOUTHEAST OF A RUNWAY
 ML1180'LIGHT WHICH IS NEXT TO TWO TAXIWAY LIGHTS.  THE STATION IS A STAINLESS
 ML1180'STEEL ROD SET IN A PVC PIPE WITH A COVER.  THE RIM OF THE COVER IS
 ML1180'STAMPED CRAM 1989.  NOTE, METER-1 PVC SLEEVE AROUND ROD FOR HORIZONTAL
 ML1180'(NOT VERTICAL) STABILITY.
 ML1180
 ML1180                          STATION RECOVERY (1995)
 ML1180
 ML1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 ML1180'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF TAYLOR, 1.0 MI
 ML1180'(1.6 KM) SOUTHWEST OF BURWELL, AT THE BURWELL/CRAM FIELD NEAR THE
 ML1180'JUNCTION OF THE RUNWAY AND A CONNECTOR TAXIWAY.  OWNERSHIP--BURWELL
 ML1180'AIRPORT AUTHORITY, BOX 577, BURWELL NE 68823.  AIRPORT MANAGER IS PAUL
 ML1180'PLOCK, PHONE (308) 346-5611 OR 346-4661.  TO REACH THE STATION FROM
 ML1180'THE JUNCTION OF STATE HIGHWAYS 91 AND 11 SOUTH (JUST SOUTH OF
 ML1180'BURWELL), GO WEST ON STATE HIGHWAY 91 FOR 1.00 MI (1.61 KM) TO AN
 ML1180'INTERSECTION, TURN RIGHT AND GO NORTH ON 13TH AVENUE FOR 0.35 MI (0.56
 ML1180'KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST ON THE AIRPORT
 ML1180'ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A SMALL PILOT LOUNGE BUILDING
 ML1180'AHEAD, TURN RIGHT AND GO NORTH ON A PAVED LANE FOR 0.05 MI (0.08 KM)
 ML1180'TO A GATE AHEAD, PASS THROUGH GATE, TURN LEFT AND GO WEST ON A TAXIWAY
 ML1180'FOR 0.05 MI (0.08 KM) TO AN APRON, TURN LEFT AND GO SOUTHWEST ACROSS
 ML1180'THE APRON FOR 0.05 MI (0.08 KM) TO A CONNECTOR TAXIWAY RIGHT AND THE
 ML1180'STATION ON THE RIGHT.  THE STATION IS 58.4 FT (17.8 M) NORTH-NORTHWEST
 ML1180'OF THE TAXIWAY CENTER, 46.9 FT (14.3 M) EAST-NORTHEAST OF THE RUNWAY
 ML1180'CENTER, 42.0 FT (12.8 M) SOUTHEAST OF A RUNWAY LIGHT (NEXT TO A PAIR
 ML1180'OF TAXIWAY LIGHTS) AND 11.7 FT (3.6 M) NORTH-NORTHWEST OF A TAXIWAY
 ML1180'LIGHT.  THIS STATION TO BE USED AS SACS.
 ML1180
 ML1180                          STATION RECOVERY (1997)
 ML1180
 ML1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 ML1180'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF TAYLOR, 1.0 MI
 ML1180'(1.6 KM) SOUTHWEST OF BURWELL AT THE BURWELL/CRAM FIELD NEAR THE
 ML1180'JUNCTION OF THE RUNWAY AND A CONNECTOR TAXIWAY.  OWNERSHIP--BURWELL
 ML1180'AIRPORT AUTHORITY, BOX 577, BURWELL, NE 68823.  AIRPORT MANAGER IS
 ML1180'PAUL PLOCK, PHONE (308) 346-5611 OR 346-4661.  TO REACH THE STATION
 ML1180'FROM THE JUNCTION OF STATE HIGHWAYS 91 AND 11 SOUTH (JUST SOUTH OF
 ML1180'BURWELL) , GO WEST ON STATE HIGHWAY 91 FOR 1.00 MI (1.61 KM) TO A
 ML1180'INTERSECTION, TURN RIGHT AND GO NORTH ON 13TH AVENUE FOR 0.35 MI (0.56
 ML1180'KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST ON THE AIRPORT
 ML1180'ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A SMALL PILOT LOUNGE BUILDING
 ML1180'AHEAD, TURN RIGHT AND GO NORTH ON A PAVED LANE FOR 0.05 MI (0.08 KM)
 ML1180'TO A GATE AHEAD , PASS THROUGH GATE, TURN LEFT AND GO WEST ON A
 ML1180'TAXIWAY FOR 0.05 MI (0.08 KM) TO A APRON, TURN LEFT AND GO SOUTHWEST
 ML1180'ACROSS THE APRON FOR O.05 MI TO A CONNECTOR TAXIWAY RIGHT AND THE
 ML1180'STATION ON THE RIGHT.  THE STATION IS 58.4 FT (17.8 M) NORTH NORTHWEST
 ML1180'OF THE TAXIWAY CENTER, 46.9 FT (14.3 M) EAST NORTHEAST OF THE RUNWAY
 ML1180'CENTER, 42.0 FT (12.8 M) SOUTHEAST OF A RUNWAY LIGHT (NEXT TO A PAIR
 ML1180'OF TAXIWAY LIGHTS) AND 11.7 FT (3.6 M) NORTH NORTHWEST OF A TAXIWAY
 ML1180'LIGHT.  THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) FOR
 ML1180'THIS AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1183 ***********************************************************************
 ML1183  SACS        -  This is a Secondary Airport Control Station.
 ML1183  DESIGNATION -  CRAM AZ MK
 ML1183  PID         -  ML1183
 ML1183  STATE/COUNTY-  NE/GARFIELD
 ML1183  USGS QUAD   -  BURWELL (1952)
 ML1183
 ML1183                         *CURRENT SURVEY CONTROL
 ML1183  ___________________________________________________________________
 ML1183* NAD 83(1995)-  41 46 50.70830(N)    099 09 05.81568(W)     ADJUSTED  
 ML1183* NAVD 88     -       661.56   (meters)    2170.5    (feet)  GPS OBS   
 ML1183  ___________________________________________________________________
 ML1183  X           -    -757,660.243 (meters)                     COMP
 ML1183  Y           -  -4,703,096.979 (meters)                     COMP
 ML1183  Z           -   4,227,900.758 (meters)                     COMP
 ML1183  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 ML1183  ELLIP HEIGHT-         638.15  (meters)          (12/13/01) GPS OBS
 ML1183  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ML1183
 ML1183  HORZ ORDER  -  FIRST
 ML1183  ELLP ORDER  -  FOURTH    CLASS II
 ML1183
 ML1183.This mark is at Cram Field Airport (BUB)
 ML1183
 ML1183.The horizontal coordinates were established by GPS observations
 ML1183.and adjusted by the National Geodetic Survey in August 1998..
 ML1183
 ML1183.The orthometric height was determined by GPS observations and a
 ML1183.high-resolution geoid model.
 ML1183
 ML1183.GPS derived orthometric heights for airport stations designated as
 ML1183.PACS or SACS are published to 2 decimal places.  This maintains
 ML1183.centimeter relative accuracy between the PACS and SACS.  It does
 ML1183.not indicate centimeter accuracy relative to other marks which are
 ML1183.part of the NAVD 88 network.
 ML1183
 ML1183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML1183
 ML1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1183
 ML1183.The ellipsoidal height was determined by GPS observations
 ML1183.and is referenced to NAD 83.
 ML1183
 ML1183.The geoid height was determined by GEOID03.
 ML1183
 ML1183;                    North         East     Units Scale Factor Converg.
 ML1183;SPC NE       -   216,559.573   570,505.668   MT  0.99967007   +0 33 44.0
 ML1183;UTM  14      - 4,625,444.978   487,400.556   MT  0.99960195   -0 06 03.7
 ML1183
 ML1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1183!SPC NE       -   0.99989992  x   0.99967007  =   0.99957002
 ML1183!UTM  14      -   0.99989992  x   0.99960195  =   0.99950191
 ML1183
 ML1183                          SUPERSEDED SURVEY CONTROL
 ML1183
 ML1183  ELLIP H (08/21/98)  638.16   (m)                       GP(       ) 4 2
 ML1183  NAD 83(1995)-  41 46 50.70672(N)    099 09 05.81877(W) AD(       ) 3
 ML1183  ELLIP H (08/18/97)  638.25   (m)                       GP(       ) 4 1
 ML1183  NAD 83(1986)-  41 46 50.71437(N)    099 09 05.82411(W) AD(       ) 3
 ML1183  NGVD 29 (02/23/90)  661.4    (m)         2170.     (f) GPS OBS        
 ML1183
 ML1183.Superseded values are not recommended for survey control.
 ML1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1183.See file dsdata.txt to determine how the superseded data were derived.
 ML1183
 ML1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8740125445(NAD 83)
 ML1183_MARKER: I = METAL ROD
 ML1183_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ML1183_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ML1183_STAMPING: CRAM AZ MK 1989
 ML1183_MARK LOGO: NGS   
 ML1183_PROJECTION: FLUSH
 ML1183_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1183+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1997
 ML1183_ROD/PIPE-DEPTH: 20.5 meters
 ML1183_SLEEVE-DEPTH  : 0.95 meters
 ML1183
 ML1183  HISTORY     - Date     Condition        Report By
 ML1183  HISTORY     - 1989     MONUMENTED       NGS
 ML1183  HISTORY     - 19890615 GOOD             NGS
 ML1183  HISTORY     - 19950711 GOOD             NGS
 ML1183  HISTORY     - 19970603 GOOD             NGS
 ML1183
 ML1183                          STATION DESCRIPTION
 ML1183
 ML1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ML1183'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF BURWELL, AT THE
 ML1183'BURWELL/CRAM FIELD, NEAR THE JUNCTION OF A TAXIWAY AND RUNWAY END 15.
 ML1183'OWNERSHIP--BURWELL AIRPORT AUTHORITY, BURWELL, NE 68823.  FOR
 ML1183'PERMISSION CONTACT HOWARD HOLMNQUIST OF THE AIRPORT AUTHORITY,
 ML1183'TELEPHONE IS 308-346-4747.
 ML1183'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND 91, AT
 ML1183'THE SOUTHEAST CORNER OF BURWELL, GO WEST ALONG STATE HIGHWAY FOR 1.6
 ML1183'KM (1.00 MI) TO 13TH AVENUE ON THE RIGHT.  TURN RIGHT AND GO NORTH
 ML1183'ALONG 13TH AVENUE FOR 0.6 KM (0.35 MI) TO THE AIRPORT ENTRANCE ROAD ON
 ML1183'THE LEFT.  TURN LEFT AND GO WEST ALONG THE ENTRANCE ROAD FOR 0.24 KM
 ML1183'(0.15 MI), THEN TURN RIGHT AND GO NORTH TO AN OPEN GAP IN A FENCELINE
 ML1183'AT AN AIRPORT BEACON.  PASS THROUGH THE GAP, THEN TURN LEFT AND GO
 ML1183'WEST TO AN APRON, THEN PROCEED SOUTHWEST ACROSS THE APRON TO A
 ML1183'TAXIWAY, THEN PROCEED WEST-SOUTHWEST ALONG THE TAXIWAY TO ITS JUNCTION
 ML1183'WITH RUNWAY 15-33.  TURN RIGHT AND GO NORTHWEST, KEEPING EAST OF THE
 ML1183'RUNWAY, TO THE JUNCTION OF RUNWAY END 15 AND THE TAXIWAY AND THE
 ML1183'STATION SOUTHEAST OF THE JUNCTION.
 ML1183'THE STATION MARK IS SET 17.6 M (57.7 FT) SOUTHEAST OF THE MOST EAST 1
 ML1183'OF 3 BLUE RUNWAY END LIGHTS, 15.9 M (52.2 FT) EAST-NORTHEAST OF THE
 ML1183'THE CENTERLINE OF THE RUNWAY AND 4.1 M (13.5 FT) SOUTHEAST OF THE
 ML1183'SOUTHEAST EDGE OF THE TAXIWAY.
 ML1183'DESCRIBED BY E.A.RICE.
 ML1183'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ML1183
 ML1183                          STATION RECOVERY (1989)
 ML1183
 ML1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML1183'THE STATION IS LOCATED AT CRAM FIELD SOUTHEAST OF RUNWAY END 15.  IT
 ML1183'IS 68.4 FT (20.8 M) SOUTHEAST OF THE RUNWAY END, 51.9 FT (15.8 M)
 ML1183'NORTHEAST OF THE CENTERLINE OF THE RUNWAY AND 11.4 FT (3.5 M)
 ML1183'SOUTHEAST OF THE INSIDE OF THE CURVE OF THE PAVING OF THE TAXIWAY
 ML1183'LEADING TO THE RUNWAY.  THE STATION IS A STAINLESS STEEL ROD SET IN A
 ML1183'PVC PIPE WITH A COVER.  THE RIM OF THE COVER IS STAMPED CRAM AZ MK
 ML1183'1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT
 ML1183'VERTICAL) STABILITY.
 ML1183
 ML1183                          STATION RECOVERY (1995)
 ML1183
 ML1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 ML1183'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF TAYLOR, 1.0 MI
 ML1183'(1.6 KM) SOUTHWEST OF BURWELL, AT THE BURWELL/CRAM FIELD, NEAR THE
 ML1183'APPROACH END OF RUNWAY 15.  OWNERSHIP--BURWELL AIRPORT AUTHORITY, BOX
 ML1183'577, BURWELL NE 68823.  AIRPORT MANAGER IS PAUL PLOCK, PHONE (308)
 ML1183'346-5611 OR 346-4661.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ML1183'HIGHWAYS 91 AND 11 SOUTH (JUST SOUTH OF BURWELL), GO WEST ON STATE
 ML1183'HIGHWAY 91 FOR 1.00 MI (1.61 KM) TO AN INTERSECTION, TURN RIGHT AND GO
 ML1183'NORTH ON 13TH AVENUE FOR 0.35 MI (0.56 KM) TO A PAVED ROAD LEFT, TURN
 ML1183'LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO
 ML1183'A SMALL PILOT LOUNGE BUILDING AHEAD, TURN RIGHT AND GO NORTH ON A
 ML1183'PAVED LANE FOR 0.05 MI (0.08 KM) TO A GATE AHEAD, PASS THROUGH GATE,
 ML1183'TURN LEFT AND GO WEST ON A TAXIWAY FOR 0.05 MI (0.08 KM) TO AN APRON,
 ML1183'TURN LEFT AND GO SOUTHWEST ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO A
 ML1183'CONNECTOR TAXIWAY RIGHT, TURN RIGHT AND GO WEST ON THE CONNECTOR
 ML1183'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY, TURN RIGHT AND GO
 ML1183'NORTH-NORTHWEST OF THE RUNWAY FOR 0.4 MI (0.6 KM) TO THE RUNWAY END
 ML1183'AND THE STATION ON THE RIGHT.  THE STATION IS 76.1 FT (23.2 M) NORTH
 ML1183'OF THE FIRST RUNWAY LIGHT, 55.2 FT (16.8 M) SOUTHEAST OF THE MOST
 ML1183'EASTERLY OF 8 THRESHOLD LIGHTS, 52.4 FT (16.0 M) EAST-NORTHEAST OF THE
 ML1183'RUNWAY CENTER AND 30.0 FT (9.1 M) SOUTH-SOUTHEAST OF THE TURNAROUND
 ML1183'TAXIWAY CENTER.  THIS STATION TO BE USED AS SACS.
 ML1183
 ML1183                          STATION RECOVERY (1997)
 ML1183
 ML1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 ML1183'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF TAYLOR, 1.0 MI
 ML1183'(1.6 KM) SOUTHWEST OF BURWELL AT THE BURWELL/CRAM FIELD NEAR THE
 ML1183'APPROACH END OF RUNWAY 15.  OWNERSHIP--BURWELL AIRPORT AUTHORITY, BOX
 ML1183'577, BURWELL, NE 68823.  AIRPORT MANAGER IS PAUL PLOCK, PHONE (308)
 ML1183'346-5611 OR 346-4661.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 ML1183'HIGHWAYS 91 AND 11 SOUTH (JUST SOUTH OF BURWELL) , GO WEST ON STATE
 ML1183'HIGHWAY 91 FOR 1.00 MI (1.61 KM) TO A INTERSECTION, TURN RIGHT AND GO
 ML1183'NORTH ON 13TH AVENUE FOR 0.35 MI (0.56 KM) TO A PAVED ROAD LEFT, TURN
 ML1183'LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO
 ML1183'A SMALL PILOT LOUNGE BUILDING AHEAD, TURN RIGHT AND GO NORTH ON A
 ML1183'PAVED LANE FOR 0.05 MI (0.08 KM) TO A GATE AHEAD , PASS THROUGH GATE,
 ML1183'TURN LEFT AND GO WEST ON A TAXIWAY FOR 0.05 MI (0.08 KM) TO A APRON,
 ML1183'TURN LEFT AND GO SOUTHWEST ACROSS THE APRON FOR O.05 MI TO A CONNECTOR
 ML1183'TAXIWAY RIGHT, TURN RIGHT AND GO WEST ON THE CONNECTOR TAXIWAY FOR
 ML1183'0.05 MI (0.08 KM) TO THE RUNWAY, TURN RIGHT AND GO NORTH NORTHWEST OF
 ML1183'THE RUNWAY FOR 0.4 MI (0.6 KM) TO THE RUNWAY END AND THE STATION ON
 ML1183'THE RIGHT.  THE STATION IS 76.1 FT (23.2 M) NORTH OF THE FIRST RUNWAY
 ML1183'LIGHT, 55.2 FT (16.8 M) SOUTHEAST OF THE MOST EASTERLY OF 8 THREASHOLD
 ML1183'LIGHTS, 52.4 FT (16.0 M) EAST NORTHEAST OF THE RUNWAY CENTER AND 30.0
 ML1183'FT (9.1 M) SOUTH SOUTHEAST OF THE TURNAROUND TAXIWAY CENTER.  THIS
 ML1183'STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) FOR THIS
 ML1183'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0702 ***********************************************************************
 NP0702  DESIGNATION -  CRAWFORD PUBLIC SCHOOL STACK
 NP0702  PID         -  NP0702
 NP0702  STATE/COUNTY-  NE/DAWES
 NP0702  USGS QUAD   -  CRAWFORD (1980)
 NP0702
 NP0702                         *CURRENT SURVEY CONTROL
 NP0702  ___________________________________________________________________
 NP0702* NAD 83(1995)-  42 40 49.93603(N)    103 24 24.62032(W)     ADJUSTED  
 NP0702* NAVD 88     -                                                        
 NP0702  ___________________________________________________________________
 NP0702  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 NP0702  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 NP0702
 NP0702  HORZ ORDER  -  THIRD
 NP0702
 NP0702.The horizontal coordinates were established by classical geodetic methods
 NP0702.and adjusted by the National Geodetic Survey in August 1997..
 NP0702
 NP0702
 NP0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0702
 NP0702.The geoid height was determined by GEOID03.
 NP0702
 NP0702;                    North         East     Units Scale Factor Converg.
 NP0702;SPC NE       -   321,634.756   220,876.976   MT  0.99986923   -2 15 27.7
 NP0702;UTM  13      - 4,726,570.440   630,528.034   MT  0.99980961   +1 04 48.6
 NP0702
 NP0702                          SUPERSEDED SURVEY CONTROL
 NP0702
 NP0702  NAD 83(1995)-  42 40 49.93724(N)    103 24 24.62109(W) AD(       ) 4
 NP0702  NAD 83(1986)-  42 40 49.91977(N)    103 24 24.59850(W) AD(       ) 4
 NP0702  NAD 27      -  42 40 50.01900(N)    103 24 22.89800(W) AD(       ) 3
 NP0702
 NP0702.Superseded values are not recommended for survey control.
 NP0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0702.See file dsdata.txt to determine how the superseded data were derived.
 NP0702
 NP0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3052826570(NAD 83)
 NP0702_MARKER: 63 = STACK
 NP0702
 NP0702  HISTORY     - Date     Condition        Report By
 NP0702  HISTORY     - 1941     FIRST OBSERVED   CGS
 NP0702  HISTORY     - 1958     GOOD             CGS
 NP0702
 NP0702                          STATION DESCRIPTION
 NP0702
 NP0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0702'THIS INTERSECTION STATION IS LOCATED ON THE SE EDGE OF CRAWFORD,
 NP0702'73 YARDS N OF FIFTH STREET AND 85 YARDS E OF COATES STREET
 NP0702'ON THE SW CORNER OF THE POWER PLANT AND GYMNASIUM BUILDING.
 NP0702'IT IS CONSTRUCTED OF RED BRICK AND IS ABOUT 50 FEET HIGH OVER
 NP0702'ALL.
 NP0702'
 NP0702'THE POINT LOCATED WAS THE CENTER OF THE BASE OF THE STACK.
 NP0702
 NP0702                          STATION RECOVERY (1958)
 NP0702
 NP0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NP0702'INTERSECTION STATION RECOVERED AS DESCRIBED, BUILDING WAS
 NP0702'ERRECTED IN 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0703 ***********************************************************************
 NP0703  DESIGNATION -  CRAWFORD W PUB SERVICE CO STK
 NP0703  PID         -  NP0703
 NP0703  STATE/COUNTY-  NE/DAWES
 NP0703  USGS QUAD   -  CRAWFORD (1980)
 NP0703
 NP0703                         *CURRENT SURVEY CONTROL
 NP0703  ___________________________________________________________________
 NP0703* NAD 83(1995)-  42 41 45.78393(N)    103 24 33.93906(W)     ADJUSTED  
 NP0703* NAVD 88     -                                                        
 NP0703  ___________________________________________________________________
 NP0703  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 NP0703  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 NP0703
 NP0703  HORZ ORDER  -  THIRD
 NP0703
 NP0703.The horizontal coordinates were established by classical geodetic methods
 NP0703.and adjusted by the National Geodetic Survey in August 1997..
 NP0703
 NP0703
 NP0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0703
 NP0703.The geoid height was determined by GEOID03.
 NP0703
 NP0703;                    North         East     Units Scale Factor Converg.
 NP0703;SPC NE       -   323,364.878   220,732.938   MT  0.99987485   -2 15 33.9
 NP0703;UTM  13      - 4,728,289.132   630,283.517   MT  0.99980883   +1 04 43.4
 NP0703
 NP0703                          SUPERSEDED SURVEY CONTROL
 NP0703
 NP0703  NAD 83(1995)-  42 41 45.78289(N)    103 24 33.94009(W) AD(       ) 4
 NP0703  NAD 83(1986)-  42 41 45.76496(N)    103 24 33.91818(W) AD(       ) 4
 NP0703  NAD 27      -  42 41 45.87000(N)    103 24 32.21000(W) AD(       ) 3
 NP0703
 NP0703.Superseded values are not recommended for survey control.
 NP0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0703.See file dsdata.txt to determine how the superseded data were derived.
 NP0703
 NP0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3028428289(NAD 83)
 NP0703_MARKER: 63 = STACK
 NP0703
 NP0703  HISTORY     - Date     Condition        Report By
 NP0703  HISTORY     - 1941     FIRST OBSERVED   CGS
 NP0703  HISTORY     - 1958     MARK NOT FOUND   CGS
 NP0703
 NP0703                          STATION DESCRIPTION
 NP0703
 NP0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NP0703'NO DEFINITE INFORMATION COULD BE OBTAINED LOCALLY REGARDING
 NP0703'THIS STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0411 ***********************************************************************
 MN0411  DESIGNATION -  CRESCENT LAKE NORTH LOT
 MN0411  PID         -  MN0411
 MN0411  STATE/COUNTY-  NE/GARDEN
 MN0411  USGS QUAD   -  MUMPER (1986)
 MN0411
 MN0411                         *CURRENT SURVEY CONTROL
 MN0411  ___________________________________________________________________
 MN0411* NAD 83(1995)-  41 45 21.63517(N)    102 24 12.07109(W)     ADJUSTED  
 MN0411* NAVD 88     -                                                        
 MN0411  ___________________________________________________________________
 MN0411  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 MN0411  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 MN0411
 MN0411  HORZ ORDER  -  THIRD
 MN0411
 MN0411.The horizontal coordinates were established by classical geodetic methods
 MN0411.and adjusted by the National Geodetic Survey in August 1997..
 MN0411
 MN0411
 MN0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0411
 MN0411.The geoid height was determined by GEOID03.
 MN0411
 MN0411;                    North         East     Units Scale Factor Converg.
 MN0411;SPC NE       -   216,243.420   300,213.601   MT  0.99966810   -1 35 33.7
 MN0411;UTM  13      - 4,625,945.748   715,876.145   MT  1.00017351   +1 43 47.7
 MN0411
 MN0411                          SUPERSEDED SURVEY CONTROL
 MN0411
 MN0411  NAD 83(1995)-  41 45 21.63332(N)    102 24 12.07218(W) AD(       ) 4
 MN0411  NAD 83(1986)-  41 45 21.63393(N)    102 24 12.07599(W) AD(       ) 4
 MN0411  NAD 27      -  41 45 21.70600(N)    102 24 10.37600(W) AD(       ) 3
 MN0411
 MN0411.Superseded values are not recommended for survey control.
 MN0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0411.See file dsdata.txt to determine how the superseded data were derived.
 MN0411
 MN0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1587625946(NAD 83)
 MN0411_MARKER: 57 = LOOKOUT TOWER
 MN0411
 MN0411  HISTORY     - Date     Condition        Report By
 MN0411  HISTORY     - 1946     FIRST OBSERVED   CGS
 MN0411  HISTORY     - 1973     GOOD             NGS
 MN0411
 MN0411                          STATION DESCRIPTION
 MN0411
 MN0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0411'LOCATED ABOUT 25 MILES NORTH OF OSHKOSH AND ABOUT 2 MILES
 MN0411'NORTH OF THE SOUTH EDGE OF THE CRESCENT LAKE NATIONAL WILDLIFE
 MN0411'REFUGE.
 MN0411'
 MN0411'IT IS A STANDARD STEEL-CONSTRUCTED LOOKOUT TOWER, 100 FEET HIGH,
 MN0411'WITH A GLASS-ENCLOSED CROWS NEST AT THE TOP AND A STAIRWAY
 MN0411'IN THE CENTER OF THE STRUCTURE.  POINT OBSERVED WAS THE APEX
 MN0411'OF THE ROOF.
 MN0411
 MN0411                          STATION RECOVERY (1973)
 MN0411
 MN0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0411'THE CRESCENT LAKE LOOKOUT TOWER (NORTH) WAS VISITED AND
 MN0411'RECOVERED AS DESCRIBED IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0408 ***********************************************************************
 MN0408  DESIGNATION -  CRESCENT LAKE SOUTH LOT
 MN0408  PID         -  MN0408
 MN0408  STATE/COUNTY-  NE/GARDEN
 MN0408  USGS QUAD   -  CRESCENT LAKE (1986)
 MN0408
 MN0408                         *CURRENT SURVEY CONTROL
 MN0408  ___________________________________________________________________
 MN0408* NAD 83(1995)-  41 43 42.94006(N)    102 25 11.90310(W)     ADJUSTED  
 MN0408* NAVD 88     -                                                        
 MN0408  ___________________________________________________________________
 MN0408  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MN0408  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 MN0408
 MN0408  HORZ ORDER  -  THIRD
 MN0408
 MN0408.The horizontal coordinates were established by classical geodetic methods
 MN0408.and adjusted by the National Geodetic Survey in August 1997..
 MN0408
 MN0408
 MN0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0408
 MN0408.The geoid height was determined by GEOID03.
 MN0408
 MN0408;                    North         East     Units Scale Factor Converg.
 MN0408;SPC NE       -   213,239.193   298,747.181   MT  0.99966613   -1 36 13.4
 MN0408;UTM  13      - 4,622,860.039   714,585.634   MT  1.00016667   +1 43 04.5
 MN0408
 MN0408                          SUPERSEDED SURVEY CONTROL
 MN0408
 MN0408  NAD 83(1995)-  41 43 42.94006(N)    102 25 11.90310(W) AD(       ) 4
 MN0408  NAD 83(1986)-  41 43 42.93993(N)    102 25 11.90813(W) AD(       ) 4
 MN0408  NAD 27      -  41 43 43.01317(N)    102 25 10.20599(W) AD(       ) 3
 MN0408
 MN0408.Superseded values are not recommended for survey control.
 MN0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0408.See file dsdata.txt to determine how the superseded data were derived.
 MN0408
 MN0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1458622860(NAD 83)
 MN0408_MARKER: 57 = LOOKOUT TOWER
 MN0408
 MN0408  HISTORY     - Date     Condition        Report By
 MN0408  HISTORY     - 1946     FIRST OBSERVED   CGS
 MN0408  HISTORY     - 1973     GOOD             NGS
 MN0408
 MN0408                          STATION DESCRIPTION
 MN0408
 MN0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0408'LOCATED ABOUT 23 MILES NORTH OF OSHKOSH NEAR THE SOUTH EDGE
 MN0408'OF THE CRESCENT LAKE NATIONAL WILDLIFE REFUGE.
 MN0408'
 MN0408'IT IS A STANDARD STEEL CONSTRUCTED LOOKOUT TOWER, 100 FEET
 MN0408'HIGH, WITH A GLASS ENCLOSED CROWS-NEST AT THE TOP AND A
 MN0408'STAIRWAY IN THE CENTER OF THE STRUCTURE.  POINT OBSERVED
 MN0408'WAS THE CENTER OF THE BASE.
 MN0408
 MN0408                          STATION RECOVERY (1973)
 MN0408
 MN0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0408'THE CRESCENT LAKE LOOKOUT TOWER (SOUTH) WAS VISITED AND
 MN0408'RECOVERED AS DESCRIBED IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0409 ***********************************************************************
 MN0409  CBN         -  This is a Cooperative Base Network Control Station.
 MN0409  DESIGNATION -  CRESCENT RESET
 MN0409  PID         -  MN0409
 MN0409  STATE/COUNTY-  NE/GARDEN
 MN0409  USGS QUAD   -  CRESCENT LAKE (1986)
 MN0409
 MN0409                         *CURRENT SURVEY CONTROL
 MN0409  ___________________________________________________________________
 MN0409* NAD 83(1995)-  41 43 41.73449(N)    102 25 10.75884(W)     ADJUSTED  
 MN0409* NAVD 88     -      1214.5    (meters)    3985.     (feet)  GPS OBS   
 MN0409  ___________________________________________________________________
 MN0409  X           -  -1,025,462.678 (meters)                     COMP
 MN0409  Y           -  -4,656,454.604 (meters)                     COMP
 MN0409  Z           -   4,223,921.509 (meters)                     COMP
 MN0409  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MN0409  ELLIP HEIGHT-        1194.96  (meters)          (09/24/01) GPS OBS
 MN0409  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 MN0409
 MN0409  HORZ ORDER  -  B
 MN0409  ELLP ORDER  -  FOURTH    CLASS I
 MN0409
 MN0409.The horizontal coordinates were established by GPS observations
 MN0409.and adjusted by the National Geodetic Survey in June 1996..
 MN0409
 MN0409.The orthometric height was determined by GPS observations and a
 MN0409.high-resolution geoid model.
 MN0409
 MN0409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0409
 MN0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0409
 MN0409.The ellipsoidal height was determined by GPS observations
 MN0409.and is referenced to NAD 83.
 MN0409
 MN0409.The geoid height was determined by GEOID03.
 MN0409
 MN0409;                    North         East     Units Scale Factor Converg.
 MN0409;SPC NE       -   213,201.286   298,772.567   MT  0.99966610   -1 36 12.6
 MN0409;UTM  13      - 4,622,823.648   714,613.188   MT  1.00016682   +1 43 05.3
 MN0409
 MN0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0409!SPC NE       -   0.99981261  x   0.99966610  =   0.99947877
 MN0409!UTM  13      -   0.99981261  x   1.00016682  =   0.99997940
 MN0409
 MN0409:                Primary Azimuth Mark                     Grid Az
 MN0409:SPC NE       -  CRESCENT LAKE NORTH LOT                  025 20 47.4
 MN0409:UTM  13      -  CRESCENT LAKE NORTH LOT                  022 01 29.5
 MN0409
 MN0409|---------------------------------------------------------------------|
 MN0409| PID    Reference Object                     Distance      Geod. Az  |
 MN0409|                                                           dddmmss.s |
 MN0409| MN0411 CRESCENT LAKE NORTH LOT             APPROX. 3.4 KM 0234434.8 |
 MN0409| CP6906 CRESCENT AZ MK                                     0322825.4 |
 MN0409| CP6907 CRESCENT RM 1                        13.097 METERS 08635     |
 MN0409| MN0408 CRESCENT LAKE SOUTH LOT              45.638 METERS 32435     |
 MN0409| CP6908 CRESCENT RM 2                        10.453 METERS 32940     |
 MN0409|---------------------------------------------------------------------|
 MN0409
 MN0409                          SUPERSEDED SURVEY CONTROL
 MN0409
 MN0409  ELLIP H (06/25/96) 1194.99   (m)                       GP(       ) 1 1
 MN0409  NAD 83(1986)-  41 43 41.73436(N)    102 25 10.76388(W) AD(       ) 1
 MN0409  NAD 27      -  41 43 41.80800(N)    102 25 09.06100(W) AD(       ) 1
 MN0409  NGVD 29 (07/19/86) 1214.0    (m)         3983.     (f) VERT ANG       
 MN0409
 MN0409.Superseded values are not recommended for survey control.
 MN0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0409.See file dsdata.txt to determine how the superseded data were derived.
 MN0409
 MN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1461322824(NAD 83)
 MN0409_MARKER: DH = HORIZONTAL CONTROL DISK
 MN0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0409_STAMPING: CRESCENT 1946 1973
 MN0409_MARK LOGO: NGS   
 MN0409_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0409+STABILITY: SURFACE MOTION
 MN0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0409+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 MN0409
 MN0409  HISTORY     - Date     Condition        Report By
 MN0409  HISTORY     - 1973     MONUMENTED       CGS
 MN0409  HISTORY     - 19950516 GOOD             NGS
 MN0409  HISTORY     - 20020820 GOOD             NEDR
 MN0409
 MN0409                          STATION DESCRIPTION
 MN0409
 MN0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1973 (CLN)
 MN0409'THE SURFACE STATION MARK WAS FOUND BROKEN OFF AND WAS RESET
 MN0409'OVER THE UNDERGROUND DISK.  REFERENCE MARKS 1 AND 2, AND THE
 MN0409'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MN0409'A SHORTER DISTANCE TO REFERENCE MARK 1 OF 0.015 METER AND A
 MN0409'GREATER DISTANCE OF 0.029 METER TO REFERENCE MARK 2 WERE NOTED
 MN0409'AND VERIFIED.  THE DIRECTION TO ALL THE MARKS COMPARED
 MN0409'FAVORABLY WITH THE 1946 DATA.  A COMPLETE NEW DESCRIPTION
 MN0409'FOLLOWS--
 MN0409'
 MN0409'THE STATION IS LOCATED ABOUT 23 MILES NORTH OF OSHKOSH, 19
 MN0409'MILES NORTH-NORTHEAST OF LISCO, NEAR THE SOUTH EDGE OF THE
 MN0409'CRESCENT LAKE NATIONAL WILDLIFE REFUGE AND ON PROPERTY OWNED
 MN0409'BY THE U.S. DEPARTMENT OF INTERIOR.
 MN0409'
 MN0409'TO REACH THE STATION FROM THE POST OFFICE IN OSHKOSH GO NORTH
 MN0409'ON MAIN STREET FOR 0.05 MILE TO THE INTERSECTION OF AVENUE
 MN0409'D.  TURN LEFT AND GO WEST ON AVENUE D FOR 0.2 MILE TO THE
 MN0409'INTERSECTION OF WEST 2ND STREET.  TURN RIGHT AND GO NORTH ON
 MN0409'WEST 2ND STREET FOR 2.8 MILES TO THE END OF THE SURFACED ROAD.
 MN0409'CONTINUE NORTH ON THE GRAVEL ROAD FOR 9.1 MILES TO A
 MN0409'T-INTERSECTION.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.7
 MN0409'MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHERLY ON
 MN0409'THE MAIN GRAVELED ROAD FOR 11.3 MILES TO A CATTLE GUARD
 MN0409'AND SIGN, CRESCENT LAKE NATIONAL WILDLIFE REFUGE.
 MN0409'CONTINUE AHEAD NORTHWEST ON THE SURFACED ROAD FOR 0.7 MILE TO
 MN0409'THE AZIMUTH MARK IN THE FENCE LINE ON THE LEFT.  CONTINUE
 MN0409'WEST ON THE SURFACED ROAD FOR 0.1 MILE TO A GATE ON THE
 MN0409'LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO SOUTH ON THE
 MN0409'TRACK ROAD FOR 0.5 MILE TO A LOOKOUT TOWER AND THE
 MN0409'STATION ON THE HIGHEST POINT OF THE RIDGE.
 MN0409'
 MN0409'THE STATION MARK IS A STANDARD DISK STAMPED CRESCENT 1946 1973,
 MN0409'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 MN0409'IN DIAMETER AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 MN0409'IT IS 79 FEET SOUTH OF A FENCE.  THE UNDERGROUND DISK IS ABOUT
 MN0409'36 INCHES BELOW THE GROUND SURFACE.
 MN0409'
 MN0409'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CRESCENT NO 1
 MN0409'1946, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 MN0409'THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 75
 MN0409'FEET SOUTH OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 MN0409'
 MN0409'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CRESCENT NO 2
 MN0409'1946, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 MN0409'THAT PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 48
 MN0409'FEET SOUTH OF A FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.
 MN0409'
 MN0409'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRESCENT 1946,
 MN0409'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 MN0409'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET
 MN0409'SOUTH OF THE CENTER OF THE SURFACED ROAD, 3.5 FEET NORTH OF
 MN0409'A METAL WITNESS POST WITH SIGN AND 2 FEET SOUTH OF A 4 X 4
 MN0409'INCH WOODEN WITNESS POST.
 MN0409'
 MN0409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23 MILES
 MN0409'NORTH OF OSHKOSH
 MN0409
 MN0409                          STATION RECOVERY (1995)
 MN0409
 MN0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MN0409'THE MARK IS LOCATED ABOUT 23.0 MI (37.0 KM) NORTH OF OSHKOSH, 19.0 MI
 MN0409'(30.6 KM) NORTH-NORTHEAST OF LISCO, NEAR THE SOUTH EDGE OF THE
 MN0409'CRESCENT LAKE WILDLIFE REFUGE, JUST SOUTHEAST OF A LOOKOUT TOWER, IN
 MN0409'THE NW1/4, SEC8, T20N, R44W AND ON PROPERTY OF THE U.S. DEPARTMENT OF
 MN0409'INTERIOR--BILL BEHRENDS, REFUGE MANAGER, CRESCENT LAKE NATIONAL
 MN0409'WILDLIFE REFUGE, HC 68, BOX 21, ELLSWORTH, NEBRASKA 69340.  TELEPHONE
 MN0409'308-762-4893.  TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 MN0409'26 AND WEST 2ND STREET IN OSHKOSH, GO NORTH ON WEST 2ND STREET FOR
 MN0409'3.25 MI (5.23 KM) TO THE END OF PAVEMENT.  CONTINUE NORTH ON A
 MN0409'GRAVELED ROAD FOR 9.50 MI (15.29 KM) TO A T-ROAD.  TURN RIGHT AND GO
 MN0409'EAST FOR 0.75 MI (1.21 KM) TO A SIDE ROAD LEFT AND NORTH. TURN LEFT
 MN0409'AND GO NORTH FOR 1.25 MI (2.01 KM) TO BLUE CREEK AND THE START OF A
 MN0409'ONE-LANE PAVEMENT.  CONTINUE NORTH FOR 0.65 MILE (1.05 KM) TO THE END
 MN0409'OF THE PAVEMENT.  CONTINUE NORTH FOR 7.3 MI (11.7 KM) TO THE BEGINNING
 MN0409'OF PAVEMENT AGAIN.  CONTINUE NORTHERLY, WINDING AROUND A LAKE, FOR
 MN0409'2.35 MI (3.78 KM) TO A CATTLE GUARD, A FENCE AND THE ENTRANCE INTO THE
 MN0409'WILDLIFE REFUGE, AS PER A SIGN--CRESCENT LAKE NATIONAL WILDLIFE
 MN0409'REFUGE.  CONTINUE NORTHERLY ON A PAVED ROAD FOR 1.0 MI (1.6 KM) TO
 MN0409'CRESCENT AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.1 MI (0.2 KM)
 MN0409'TO A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE, AND GO
 MN0409'SOUTHERLY ON A TRACK ROAD FOR 0.5 MI (0.8 KM) TO THE SOUTH CRESCENT
 MN0409'LAKE LOOKOUT TOWER AND THE MARK ON THE HIGHEST POINT OF THE HILL.  THE
 MN0409'DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 MN0409'ABOUT 0.75 FT (22.86 CM) ABOVE THE GROUND.  IT IS 149.8 FT (45.7 M)
 MN0409'SOUTHEAST OF THE CENTER OF THE LOOKOUT TOWER, 118.3 FT (36.1 M)
 MN0409'SOUTHEAST OF THE SOUTHEAST CORNER OF A WIRE FENCE AROUND THE TOWER,
 MN0409'43.0 FT (13.1 M) WEST-SOUTHWEST OF REFERENCE MARK 1, 34.3 FT (10.5 M)
 MN0409'SOUTHEAST OF REFERENCE MARK 2 AND 3.3 FT (1.0 M) EAST FROM A WITNESS
 MN0409'POST.  REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE MARK.  NOTE--A 4WD
 MN0409'VEHICLE IS REQUIRED FOR THE LAST 0.5 MI (0.8 KM) DUE TO SOFT SAND.
 MN0409
 MN0409                          STATION RECOVERY (2002)
 MN0409
 MN0409'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MN0409'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF ROADS 2002. MARK RECOVERED IN
 MN0409'GOOD CONTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1844 ***********************************************************************
 MK1844  DESIGNATION -  CRESTON TANK
 MK1844  PID         -  MK1844
 MK1844  STATE/COUNTY-  NE/PLATTE
 MK1844  USGS QUAD   -  CRESTON (1966)
 MK1844
 MK1844                         *CURRENT SURVEY CONTROL
 MK1844  ___________________________________________________________________
 MK1844* NAD 83(1995)-  41 42 20.67941(N)    097 21 34.15621(W)     ADJUSTED  
 MK1844* NAVD 88     -                                                        
 MK1844  ___________________________________________________________________
 MK1844  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 MK1844  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 MK1844
 MK1844  HORZ ORDER  -  THIRD
 MK1844
 MK1844.The horizontal coordinates were established by classical geodetic methods
 MK1844.and adjusted by the National Geodetic Survey in August 1997..
 MK1844
 MK1844
 MK1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1844
 MK1844.The geoid height was determined by GEOID03.
 MK1844
 MK1844;                    North         East     Units Scale Factor Converg.
 MK1844;SPC NE       -   211,240.049   719,665.573   MT  0.99966466   +1 44 59.5
 MK1844;UTM  14      - 4,618,406.391   636,489.622   MT  0.99982925   +1 05 29.8
 MK1844
 MK1844                          SUPERSEDED SURVEY CONTROL
 MK1844
 MK1844  NAD 83(1986)-  41 42 20.68786(N)    097 21 34.16059(W) AD(       ) 4
 MK1844  NAD 27      -  41 42 20.65400(N)    097 21 33.00900(W) AD(       ) 3
 MK1844
 MK1844.Superseded values are not recommended for survey control.
 MK1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1844.See file dsdata.txt to determine how the superseded data were derived.
 MK1844
 MK1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3649018406(NAD 83)
 MK1844_MARKER: 53 = ELEVATED TANK
 MK1844
 MK1844  HISTORY     - Date     Condition        Report By
 MK1844  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1844
 MK1844                          STATION DESCRIPTION
 MK1844
 MK1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1844'POINT SIGHTED UPON WAS THE FINIAL OF THE MUNICIPAL WATER TANK,
 MK1844'LOCATED ON THE NORTH SIDE OF THE TOWN OF CRESTON.  TANK IS 125
 MK1844'FEET HIGH.
 MK1844'
 MK1844'OBSERVED UPON FROM STATIONS HOBZA, TARNOV, JANSSEN, GERMAN, MONROE,
 MK1844'AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1207 ***********************************************************************
 LG1207  DESIGNATION -  CRETE AZ MK 2
 LG1207  PID         -  LG1207
 LG1207  STATE/COUNTY-  NE/SALINE
 LG1207  USGS QUAD   -  CRETE NORTH (1972)
 LG1207
 LG1207                         *CURRENT SURVEY CONTROL
 LG1207  ___________________________________________________________________
 LG1207* NAD 83(1995)-  40 37 30.37631(N)    096 55 24.29779(W)     ADJUSTED  
 LG1207* NAVD 88     -       458.062  (meters)    1502.83   (feet)  ADJUSTED  
 LG1207  ___________________________________________________________________
 LG1207  X           -    -584,405.844 (meters)                     COMP
 LG1207  Y           -  -4,812,777.081 (meters)                     COMP
 LG1207  Z           -   4,131,194.861 (meters)                     COMP
 LG1207  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 LG1207  ELLIP HEIGHT-         431.65  (meters)          (12/18/01) GPS OBS
 LG1207  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 LG1207  DYNAMIC HT  -         457.833 (meters)    1502.07  (feet)  COMP
 LG1207  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 LG1207
 LG1207  HORZ ORDER  -  THIRD
 LG1207  VERT ORDER  -  FIRST     CLASS II
 LG1207  ELLP ORDER  -  FOURTH    CLASS II
 LG1207
 LG1207.This mark is at Crete Municipal Airport (CEK)
 LG1207
 LG1207.The horizontal coordinates were established by GPS observations
 LG1207.and adjusted by the National Geodetic Survey in August 1998..
 LG1207
 LG1207.The orthometric height was determined by differential leveling
 LG1207.and adjusted by the National Geodetic Survey in May 1993..
 LG1207
 LG1207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1207
 LG1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1207
 LG1207.The ellipsoidal height was determined by GPS observations
 LG1207.and is referenced to NAD 83.
 LG1207
 LG1207.The geoid height was determined by GEOID03.
 LG1207
 LG1207.The dynamic height is computed by dividing the NAVD 88
 LG1207.geopotential number by the normal gravity value computed on the
 LG1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1207.degrees latitude (g = 980.6199 gals.).
 LG1207
 LG1207.The modeled gravity was interpolated from observed gravity values.
 LG1207
 LG1207;                    North         East     Units Scale Factor Converg.
 LG1207;SPC NE       -    92,539.758   760,196.757   MT  0.99977574   +2 02 19.8
 LG1207;UTM  14      - 4,499,214.300   675,635.610   MT  0.99997971   +1 21 08.7
 LG1207
 LG1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1207!SPC NE       -   0.99993229  x   0.99977574  =   0.99970805
 LG1207!UTM  14      -   0.99993229  x   0.99997971  =   0.99991200
 LG1207
 LG1207:                Primary Azimuth Mark                     Grid Az
 LG1207:SPC NE       -  STEELE BARBER                            189 59 27.9
 LG1207:UTM  14      -  STEELE BARBER                            190 40 39.0
 LG1207
 LG1207|---------------------------------------------------------------------|
 LG1207| PID    Reference Object                     Distance      Geod. Az  |
 LG1207|                                                           dddmmss.s |
 LG1207| LG1238 STEELE BARBER                       467.056 METERS 1920147.7 |
 LG1207| LG1102 WILBER MUNICIPAL TANK               APPROX.16.1 KM 1941957.5 |
 LG1207| LG1210 CRETE MUN APT BCN                   APPROX. 0.5 KM 2331156.9 |
 LG1207| LG1166 CRETE RESET                         APPROX. 0.8 KM 2484742.8 |
 LG1207|---------------------------------------------------------------------|
 LG1207
 LG1207                          SUPERSEDED SURVEY CONTROL
 LG1207
 LG1207  ELLIP H (08/21/98)  431.76   (m)                       GP(       ) 4 2
 LG1207  NAD 83(1995)-  40 37 30.37596(N)    096 55 24.29730(W) AD(       ) 3
 LG1207  ELLIP H (08/18/97)  431.74   (m)                       GP(       ) 4 1
 LG1207  NAD 83(1986)-  40 37 30.38369(N)    096 55 24.29735(W) AD(       ) 3
 LG1207  NAVD 88 (08/21/98)  458.06   (m)         1502.8    (f) LEVELING    3  
 LG1207  NGVD 29 (02/23/90)  457.9    (m)         1502.     (f) GPS OBS        
 LG1207
 LG1207.Superseded values are not recommended for survey control.
 LG1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1207.See file dsdata.txt to determine how the superseded data were derived.
 LG1207
 LG1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7563699214(NAD 83)
 LG1207_MARKER: DZ = AZIMUTH MARK DISK
 LG1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1207_SP_SET: CONCRETE POST
 LG1207_STAMPING: CRETE 1947 NO 2 1982
 LG1207_MARK LOGO: NGS   
 LG1207_PROJECTION: FLUSH
 LG1207_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1207+STABILITY: SURFACE MOTION
 LG1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1207+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG1207
 LG1207  HISTORY     - Date     Condition        Report By
 LG1207  HISTORY     - 1982     MONUMENTED       NGS
 LG1207  HISTORY     - 19890322 GOOD             NGS
 LG1207  HISTORY     - 19900823 GOOD             NGS
 LG1207  HISTORY     - 19911009 GOOD             NGS
 LG1207  HISTORY     - 19970708 GOOD             NGS
 LG1207
 LG1207                          STATION DESCRIPTION
 LG1207
 LG1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1207'THE STATION IS LOCATED 3.2 KM (2.00 MI) EAST-SOUTHEAST OF CRETE, NEAR
 LG1207'THE NORTHEAST CORNER OF THE CRETE MUNICIPAL AIRPORT, ON THE EAST 13TH
 LG1207'STREET RIGHT OF WAY.
 LG1207'TO REACH THE STATION FROM THE CRETE POST OFFICE, GO EAST ON STATE
 LG1207'HIGHWAYS 33 AND 103 FOR 0.56 KM (0.35 MI) TO THE JUNCTION WITH EAST
 LG1207'13TH STREET.  CONTINUE EAST ON EAST 13TH STREET FOR 2.49 KM (1.55 MI)
 LG1207'TO THE AIRPORT ENTRANCE ON THE RIGHT.  CONTINUE EAST ON EAST 13TH
 LG1207'STREET FOR 0.3 KM (0.20 MI) TO THE STATION ON THE RIGHT NEAR A FENCE
 LG1207'CORNER.
 LG1207'THE STATION MARK IS SET 14.7 M (48.2 FT) SOUTH AND 0.5 M (1.6 FT)
 LG1207'LOWER THAN THE ROAD CENTER, 6.2 M (20.3 FT) WEST OF THE FENCE CORNER,
 LG1207'0.5 M (1.6 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) EAST OF A WITNESS POST
 LG1207'AND PROJECTS 10 CM ABOVE THE SURFACE.
 LG1207'DESCRIBED BY R.D.BALL.
 LG1207
 LG1207                          STATION RECOVERY (1990)
 LG1207
 LG1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (RAH)
 LG1207'THE STATION IS LOCATED AT THE NORTHEAST PROPERTY CORNER OF CRETE MUNI
 LG1207'AIRPORT.  THE STATION IS 48.0 FT (14.6 M) SOUTH OF THE CENTERLINE OF
 LG1207'THE EAST-WEST PAVED ROAD, 20.2 FT (6.2 M) WEST OF THE NORTHEAST FENCE
 LG1207'CORNER, 1.4 FT (0.4 M) NORTH OF THE FENCELINE, AND 1.9 FT (0.6 M) EAST
 LG1207'OF A WITNESS POST.  THE STATION IS A NGS AZIMUTH MARK DISK SET 6
 LG1207'INCHES ABOVE THE GROUND AND STAMPED CRETE 1947 NO 2 1982.
 LG1207
 LG1207                          STATION RECOVERY (1991)
 LG1207
 LG1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1207'3.0 KM (1.85 MI) EASTERLY ALONG EAST 13TH STREET FROM THE CITY HALL
 LG1207'IN CRETE, 14.7 M (48.2 FT) SOUTH OF THE CENTER OF THE STREET, 6.1 M
 LG1207'(20.0 FT) WEST OF THE EAST END OF AN EAST BOUNDARY FENCE FOR AN
 LG1207'AIRPORT, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE STREET, 0.5 M (1.6 FT)
 LG1207'EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT)
 LG1207'ABOVE THE GROUND SURFACE.
 LG1207
 LG1207                          STATION RECOVERY (1997)
 LG1207
 LG1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 LG1207'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 08JUL1996 (WCW) .
 LG1207'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH UPDATED DESCRIPTION AS
 LG1207'FOLLOWS.  THE STATION IS LOCATED ABOUT 29 KM (18.00 MI) SOUTHWEST FROM
 LG1207'LINCOLN, 3.2 KM (2.00 MI) EAST FROM CRETE AT THE CRETE MUNICIPAL
 LG1207'AIRPORT AT THE NORTHEAST CORNER OF THE AIRPORT.  OWNERSHIP--THE
 LG1207'STATION IS IN THE RIGHT OF WAY ON COUNTY ROAD F. TO REACH THE STATION
 LG1207'FROM THE EASTERLY JUNCTION OF STATE HIGHWAYS 33 AND 103 NORTH WHICH IS
 LG1207'19.8 KM (12.30 MI) SOUTH FROM INTERSTATE 80 (EXIT 388) AND ABOUT 3.2
 LG1207'KM (2.00 MI) NORTHEAST FROM CRETE, GO SOUTH ON PAVED ROAD 2400 FOR 2.3
 LG1207'KM (1.40 MI) TO AN INTERSECTION.  TURN LEFT AND GO EAST ON PAVED ROAD
 LG1207'F FOR 0.75 KM (0.45 MI) PASSING THE AIRPORT ENTRANCE ROAD AT 0.5 KM
 LG1207'(0.30 MI) TO THE STATION ON RIGHT. THE MARK IS A NGS AZIMUTH MARK DISK
 LG1207'IN A CAST IN PLACE 10 IN DIA ROUND CONCRETE POST.  THE STATION IS
 LG1207'LOCATED 14.7 M (48.2 FT) SOUTH FROM THE PAVED ROAD CENTER, 6.2 M (20.3
 LG1207'FT) WEST FROM A FENCE CORNER, 0.5 M (1.6 FT) NORTH FROM A BARBED WIRE
 LG1207'FENCE, AND 0.5 M (1.6 FT) EAST FROM A METAL CGS WITNESS POST.  THE
 LG1207'MARK PROJECTS 15 CM (6 IN) ABOVE GROUND AND IS 0.5 M (1.6 FT) LOWER
 LG1207'THAN THE PAVED ROAD CENTER. THE STATION IS PARTIALLY OBSTRUCTED BY
 LG1207'DECIDUOUS TREES TO THE SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1167 ***********************************************************************
 LG1167  DESIGNATION -  CRETE DOANE COLL MERRELL BLDG
 LG1167  PID         -  LG1167
 LG1167  STATE/COUNTY-  NE/SALINE
 LG1167  USGS QUAD   -  CRETE SOUTH (1964)
 LG1167
 LG1167                         *CURRENT SURVEY CONTROL
 LG1167  ___________________________________________________________________
 LG1167* NAD 83(1995)-  40 37 22.60486(N)    096 57 01.72951(W)     ADJUSTED  
 LG1167* NAVD 88     -                                                        
 LG1167  ___________________________________________________________________
 LG1167  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 LG1167  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 LG1167
 LG1167  HORZ ORDER  -  THIRD
 LG1167
 LG1167.The horizontal coordinates were established by classical geodetic methods
 LG1167.and adjusted by the National Geodetic Survey in August 1997..
 LG1167
 LG1167
 LG1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1167
 LG1167.The geoid height was determined by GEOID03.
 LG1167
 LG1167;                    North         East     Units Scale Factor Converg.
 LG1167;SPC NE       -    92,219.149   757,917.240   MT  0.99977631   +2 01 15.3
 LG1167;UTM  14      - 4,498,920.959   673,351.962   MT  0.99996990   +1 20 05.0
 LG1167
 LG1167                          SUPERSEDED SURVEY CONTROL
 LG1167
 LG1167  NAD 83(1986)-  40 37 22.61255(N)    096 57 01.73029(W) AD(       ) 4
 LG1167  NAD 27      -  40 37 22.60100(N)    096 57 00.60700(W) AD(       ) 3
 LG1167
 LG1167.Superseded values are not recommended for survey control.
 LG1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1167.See file dsdata.txt to determine how the superseded data were derived.
 LG1167
 LG1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7335298921(NAD 83)
 LG1167_MARKER: 89 = SPIRE
 LG1167
 LG1167  HISTORY     - Date     Condition        Report By
 LG1167  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1167  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 LG1167
 LG1167                          STATION DESCRIPTION
 LG1167
 LG1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1167'THE STATION IS THE SPIRE ON THE TOP OF THE CENTER OF MERRELL
 LG1167'BUILDING ON THE GROUNDS OF DOANE COLLEGE, LOCATED IN THE
 LG1167'SOUTHEAST EDGE OF TOWN ON TOP OF A VERY PROMINENT HILL.  IT IS A
 LG1167'RED BRICK BUILDING WITH GREEN ASBESTOS SHINGLES ON CONE
 LG1167'SHAPED DOME WITH A SPIRE ON THE TOP OF THE WHITE PAINTED TIP.
 LG1167'POINT OBSERVED UPON, SPIRE ON TOP OF DOME.
 LG1167
 LG1167                          STATION RECOVERY (2003)
 LG1167
 LG1167'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1167'SITE LOCATED. STATION NOT FOUND. PER DOANE COLLEGE STAFF MEMBER,
 LG1167'MERRELL BUILDING BURNED DOWN YEARS AGO. THIS STATION SHOULD BE
 LG1167'DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1169 ***********************************************************************
 LG1169  DESIGNATION -  CRETE MILLS WATER TANK
 LG1169  PID         -  LG1169
 LG1169  STATE/COUNTY-  NE/SALINE
 LG1169  USGS QUAD   -  CRETE NORTH (1972)
 LG1169
 LG1169                         *CURRENT SURVEY CONTROL
 LG1169  ___________________________________________________________________
 LG1169* NAD 83(1995)-  40 37 34.69674(N)    096 57 47.45047(W)     ADJUSTED  
 LG1169* NAVD 88     -                                                        
 LG1169  ___________________________________________________________________
 LG1169  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 LG1169  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 LG1169
 LG1169  HORZ ORDER  -  THIRD
 LG1169
 LG1169.The horizontal coordinates were established by classical geodetic methods
 LG1169.and adjusted by the National Geodetic Survey in August 1997..
 LG1169
 LG1169
 LG1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1169
 LG1169.The geoid height was determined by GEOID03.
 LG1169
 LG1169;                    North         East     Units Scale Factor Converg.
 LG1169;SPC NE       -    92,554.017   756,830.445   MT  0.99977542   +2 00 45.0
 LG1169;UTM  14      - 4,499,268.883   672,269.047   MT  0.99996530   +1 19 35.6
 LG1169
 LG1169                          SUPERSEDED SURVEY CONTROL
 LG1169
 LG1169  NAD 83(1986)-  40 37 34.70442(N)    096 57 47.45084(W) AD(       ) 4
 LG1169  NAD 27      -  40 37 34.69200(N)    096 57 46.31900(W) AD(       ) 3
 LG1169
 LG1169.Superseded values are not recommended for survey control.
 LG1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1169.See file dsdata.txt to determine how the superseded data were derived.
 LG1169
 LG1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7226999269(NAD 83)
 LG1169_MARKER: 51 = TANK
 LG1169
 LG1169  HISTORY     - Date     Condition        Report By
 LG1169  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1169  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 LG1169
 LG1169                          STATION DESCRIPTION
 LG1169
 LG1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1169'THE STATION IS THE WATER TANK OF THE CRETE MILLS WATER SUPPLY,
 LG1169'LOCATED ON THE TOP OF THE 110 FOOT HIGH CONCRETE BUILDING OF THE
 LG1169'CRETE FEED MILL, LOCATED IN THE NORTHWEST EDGE OF CRETE ON
 LG1169'14TH AND NORMAN STREET.  IT IS A WOODEN STRUCTURE WITH A WHITE
 LG1169'PAINTED STAR ON ALL FOUR SIDES OF THE TANK.  POINT OBSERVED
 LG1169'UPON, SPIRE ON THE APEX OF THE WATER TANK ROOF.
 LG1169
 LG1169                          STATION RECOVERY (2003)
 LG1169
 LG1169'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1169'SITE LOCATED. STATION NOT FOUND SINCE WATER TANK NO LONGER EXISTS ON
 LG1169'TOP OF CONCRETE BUILDING AT 14TH AND NORMAN STREETS IN CRETE. BUILDING
 LG1169'NOW BELONGS TO BUNGE MILLING CO.  WATER TANK HAS BEEN REMOVED FROM TOP
 LG1169'OF BUILDING.  PICTURE TAKEN SHOWS NO WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1210 ***********************************************************************
 LG1210  DESIGNATION -  CRETE MUN APT BCN
 LG1210  PID         -  LG1210
 LG1210  STATE/COUNTY-  NE/SALINE
 LG1210  USGS QUAD   -  CRETE SOUTH (1964)
 LG1210
 LG1210                         *CURRENT SURVEY CONTROL
 LG1210  ___________________________________________________________________
 LG1210* NAD 83(1995)-  40 37 19.96896(N)    096 55 42.55428(W)     ADJUSTED  
 LG1210* NAVD 88     -                                                        
 LG1210  ___________________________________________________________________
 LG1210  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 LG1210  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 LG1210
 LG1210  HORZ ORDER  -  THIRD
 LG1210
 LG1210.This mark is at Crete Municipal Airport (CEK)
 LG1210
 LG1210.The horizontal coordinates were established by classical geodetic methods
 LG1210.and adjusted by the National Geodetic Survey in August 1997..
 LG1210
 LG1210
 LG1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1210
 LG1210.The geoid height was determined by GEOID03.
 LG1210
 LG1210;                    North         East     Units Scale Factor Converg.
 LG1210;SPC NE       -    92,203.755   759,779.445   MT  0.99977651   +2 02 07.7
 LG1210;UTM  14      - 4,498,883.254   675,214.217   MT  0.99997789   +1 20 56.5
 LG1210
 LG1210                          SUPERSEDED SURVEY CONTROL
 LG1210
 LG1210  NAD 83(1986)-  40 37 19.97671(N)    096 55 42.55498(W) AD(       ) 4
 LG1210
 LG1210.Superseded values are not recommended for survey control.
 LG1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1210.See file dsdata.txt to determine how the superseded data were derived.
 LG1210
 LG1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7521498883(NAD 83)
 LG1210_MARKER: 21 = AIRPORT BEACON
 LG1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1210+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LG1210
 LG1210  HISTORY     - Date     Condition        Report By
 LG1210  HISTORY     - 1982     FIRST OBSERVED   NGS
 LG1210  HISTORY     - 19900615 GOOD             NGS
 LG1210  HISTORY     - 20030815 GOOD             USPSQD
 LG1210
 LG1210                          STATION DESCRIPTION
 LG1210
 LG1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1210'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) EAST FROM CRETE AND AT
 LG1210'THE MUNICIPAL AIRPORT.
 LG1210'TO REACH THE STATION FROM THE POST OFFICE IN CRETE, GO EAST ON EAST
 LG1210'13TH STREET FOR 2.41 KM (1.50 MI) TO THE ENTRANCE TO THE AIRPORT ON
 LG1210'THE RIGHT.  TURN RIGHT AND GO SOUTH AND SOUTHWEST ON THE ENTRANCE
 LG1210'DRIVE FOR 0.4 KM (0.25 MI) TO THE STATION ABOUT 45.8 M (150 FT) NORTH
 LG1210'FROM THE NORTHWESTERN MOST HANGAR.
 LG1210'THE STATION IS THE SPINDLE THAT SUPPORTS THE ROTATING BEACON ATOP A
 LG1210'4-LEGGED, SELF-SUPPORTING TOWER, THAT IS CURRENTLY UNPAINTED.  THE
 LG1210'STRUCTURE HAS AN OVERALL HEIGHT OF ABOUT 50 FEET.
 LG1210'DESCRIBED BY J.A. ODUM.
 LG1210
 LG1210                          STATION RECOVERY (1990)
 LG1210
 LG1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LG1210'THE AIRPORT BEACON IS LOCATED NEXT TO THE HANGAR AND GENERAL AVIATION
 LG1210'AREA AT CRETE MUNI AIRPORT.  THE BEACON IS MOUNTED ATOP OF A SKELETAL
 LG1210'STEEL TOWER PAINTED ALTERNATING RED AND WHITE.  THE POINT OBSERVED IS
 LG1210'THE SPINDLE BENEATH THE GREEN AND WHITE REVOLVING BEACON LIGHT.
 LG1210
 LG1210                          STATION RECOVERY (2003)
 LG1210
 LG1210'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1210'STATION FOUND GOOD AS DESCRIBED IN 1982 AND 1990 DESCRIPTIONS. THE
 LG1210'AIRPORT BEACON TOWER IS NOW PAINTED STEEL GRAY INSTEAD OF ALTERNATING
 LG1210'RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1166 ***********************************************************************
 LG1166  DESIGNATION -  CRETE RESET
 LG1166  PID         -  LG1166
 LG1166  STATE/COUNTY-  NE/SALINE
 LG1166  USGS QUAD   -  CRETE SOUTH (1964)
 LG1166
 LG1166                         *CURRENT SURVEY CONTROL
 LG1166  ___________________________________________________________________
 LG1166* NAD 83(1995)-  40 37 20.53213(N)    096 55 57.59343(W)     ADJUSTED  
 LG1166* NAVD 88     -       454.370  (meters)    1490.71   (feet)  ADJUSTED  
 LG1166  ___________________________________________________________________
 LG1166  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 LG1166  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 LG1166  DYNAMIC HT  -         454.142 (meters)    1489.96  (feet)  COMP
 LG1166  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 LG1166
 LG1166  HORZ ORDER  -  SECOND
 LG1166  VERT ORDER  -  FIRST     CLASS II
 LG1166
 LG1166.This mark is at Crete Municipal Airport (CEK)
 LG1166
 LG1166.The horizontal coordinates were established by classical geodetic methods
 LG1166.and adjusted by the National Geodetic Survey in August 1997..
 LG1166
 LG1166.The orthometric height was determined by differential leveling
 LG1166.and adjusted by the National Geodetic Survey in May 1993..
 LG1166
 LG1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1166
 LG1166.The geoid height was determined by GEOID03.
 LG1166
 LG1166.The dynamic height is computed by dividing the NAVD 88
 LG1166.geopotential number by the normal gravity value computed on the
 LG1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1166.degrees latitude (g = 980.6199 gals.).
 LG1166
 LG1166.The modeled gravity was interpolated from observed gravity values.
 LG1166
 LG1166;                    North         East     Units Scale Factor Converg.
 LG1166;SPC NE       -    92,208.568   759,425.653   MT  0.99977647   +2 01 57.8
 LG1166;UTM  14      - 4,498,892.307   674,860.438   MT  0.99997637   +1 20 46.8
 LG1166
 LG1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1166!SPC NE       -   0.99993287  x   0.99977647  =   0.99970936
 LG1166!UTM  14      -   0.99993287  x   0.99997637  =   0.99990925
 LG1166
 LG1166:                Primary Azimuth Mark                     Grid Az
 LG1166:SPC NE       -  CRETE AZ MK 2                            066 45 23.3
 LG1166:UTM  14      -  CRETE AZ MK 2                            067 26 34.3
 LG1166
 LG1166|---------------------------------------------------------------------|
 LG1166| PID    Reference Object                     Distance      Geod. Az  |
 LG1166|                                                           dddmmss.s |
 LG1166| LG1207 CRETE AZ MK 2                       APPROX. 0.8 KM 0684721.1 |
 LG1166| LG1210 CRETE MUN APT BCN                   353.904 METERS 09249     |
 LG1166| LG1102 WILBER MUNICIPAL TANK               APPROX.15.6 KM 1914901.3 |
 LG1166| CL6321 CRETE RM 1                            6.517 METERS 25553     |
 LG1166| LG1249 CRETE RM 3                            6.462 METERS 25604     |
 LG1166| LG1167 CRETE DOANE COLL MERRELL BLDG       APPROX. 1.5 KM 2722604.1 |
 LG1166| LG1169 CRETE MILLS WATER TANK              APPROX. 2.6 KM 2793652.6 |
 LG1166| LG0775 DORCHESTER MUNICIPAL TANK           APPROX.15.6 KM 2795528.8 |
 LG1166| LG1248 CRETE RM 2                           24.240 METERS 34600     |
 LG1166| LG1250 CRETE AZ MK                                        3583947.3 |
 LG1166|---------------------------------------------------------------------|
 LG1166
 LG1166                          SUPERSEDED SURVEY CONTROL
 LG1166
 LG1166  NAD 83(1986)-  40 37 20.53973(N)    096 55 57.59332(W) AD(       ) 2
 LG1166  NAD 27      -  40 37 20.52900(N)    096 55 56.48300(W) AD(       ) 2
 LG1166  NGVD 29 (02/23/90)  454.3    (m)         1490.     (f) VERT ANG       
 LG1166
 LG1166.Superseded values are not recommended for survey control.
 LG1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1166.See file dsdata.txt to determine how the superseded data were derived.
 LG1166
 LG1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7486098892(NAD 83)
 LG1166_MARKER: DS = TRIANGULATION STATION DISK
 LG1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1166_SP_SET: CONCRETE POST
 LG1166_STAMPING: CRETE 1947 1976
 LG1166_MARK LOGO: NGS   
 LG1166_PROJECTION: RECESSED 30 CENTIMETERS
 LG1166_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1166+STABILITY: SURFACE MOTION
 LG1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1166+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG1166
 LG1166  HISTORY     - Date     Condition        Report By
 LG1166  HISTORY     - 1976     MONUMENTED       NGS
 LG1166  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 LG1166  HISTORY     - 19820610 GOOD             NGS
 LG1166  HISTORY     - 19911009 GOOD             NGS
 LG1166
 LG1166                          STATION DESCRIPTION
 LG1166
 LG1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1166'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 LG1166'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 LG1166'MARK WAS FOUND LYING ON ITS SIDE, BURIED ABOUT TWO FEET DEEP ATOP
 LG1166'THE UNDERGROUND STATION MARK.  REFERENCE MARK 1 WAS FOUND
 LG1166'TILTED OUT OF POSITION.  A NEW SURFACE STATION MARK WAS SET
 LG1166'DIRECTLY ABOVE THE UNDERGROUND MARK.  REFERENCE MARK 3 WAS
 LG1166'ESTABLISHED.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS
 LG1166'OBSTRUCTED BY TALL BRUSH AND WEEDS ALONG FENCELINE THIS DATE.
 LG1166'
 LG1166'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG1166'
 LG1166'THE STATION IS LOCATED ABOUT 1.5 MILES EAST-SOUTHEAST OF CRETE, IN A
 LG1166'FIELD UNDER-CULTIVATION AT THE WEST SIDE OF THE CITY AIRPORT AND
 LG1166'OWNED BY THE CITY OF CRETE.  AIRPORT MANAGER MR. RALPH KATH, RR 1
 LG1166'CRETE, NEBR. 68333 WAS CONTACTED THIS DATE.
 LG1166'
 LG1166'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN STREET
 LG1166'INTERSECTION IN CRETE, GO EAST ON STATE HIGHWAY 33 FOR 0.3 MILE TO
 LG1166'WHERE HIGHWAY 33 TURNS NORTH, CONTINUE EAST ON SURFACED AND
 LG1166'GRAVELED ROAD FOR 1.2 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH
 LG1166'ON A GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 LG1166'
 LG1166'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CRETE 1947 1976,
 LG1166'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 12 INCHES
 LG1166'BELOW THE GROUND SURFACE.  IT IS 51.5 FEET EAST OF THE CENTER OF
 LG1166'THE GRAVELED ROAD, 21.5 FEET EAST-NORTHEAST OF A METAL WITNESS POST
 LG1166'SET AT REFERENCE MARK 3, 20.5 FEET EAST OF A NORTH-SOUTH FENCELINE
 LG1166'AND ABOUT DUE WEST OF THE AIRPORT BEACON TOWER.  THE UNDERGROUND
 LG1166'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 LG1166'THE GROUND SURFACE AND IS STAMPED CRETE 1947.
 LG1166'
 LG1166'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CRETE NO 2 1947, SET IN
 LG1166'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 LG1166'GROUND SURFACE.  IT IS 31 FEET EAST OF THE CENTER OF THE GRAVELED
 LG1166'ROAD, 6 INCHES EAST OF A TELEPHONE POLE AND IN THE NORTH-SOUTH
 LG1166'FENCELINE.
 LG1166'
 LG1166'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CRETE 1947 NO 3 1976, SET
 LG1166'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES
 LG1166'ABOVE THE GROUND SURFACE.  IT IS 30 FEET EAST OF THE CENTER OF THE
 LG1166'GRAVELED ROAD, 2 FEET NORTH OF THE METAL WITNESS POST AND 1 FOOT
 LG1166'WEST OF THE NORTH-SOUTH FENCELINE.
 LG1166'
 LG1166'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRETE 1947, SET IN THE
 LG1166'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 LG1166'THE GROUND SURFACE.  IT IS 31 FEET WEST OF THE CENTER OF THE
 LG1166'NORTH-SOUTH GRAVELED ROAD, 5.5 FEET EAST OF A NORTH-SOUTH
 LG1166'FENCELINE, 3.5 FEET SOUTH OF A POWER POLE AND 1 FOOT EAST OF A
 LG1166'METAL WITNESS POST.
 LG1166'
 LG1166'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 LG1166'ROAD FOR 0.2 MILE TO A CROSSROAD, CONTINUE NORTH ON THE GRAVELED
 LG1166'ROAD FOR 0.4 MILE TO A FARM HOUSE ON THE RIGHT AND THE AZIMUTH MARK
 LG1166'ON THE LEFT.
 LG1166'
 LG1166'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 LG1166'ESE OF CRETE.
 LG1166
 LG1166                          STATION RECOVERY (1981)
 LG1166
 LG1166'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1166'STATION MARK SEARCHED FOR BUT NOT FOUND BELIEVED DESTROYED.
 LG1166'
 LG1166'R.M. 1 RECOVERED GOOD (RESTAMPED RM 3 1976).
 LG1166'
 LG1166'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI E-SE OF CRETE.
 LG1166
 LG1166                          STATION RECOVERY (1982)
 LG1166
 LG1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1166'THE RECESSED STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED
 LG1166'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED. A NEW
 LG1166'AZIMUTH MARK WAS ESTABLISHED THIS DATE.  SATISFACTORY CHECKS WERE
 LG1166'OBTAINED TO THE REFERENCE MARKS.
 LG1166'THE STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) EAST-SOUTHEAST FROM
 LG1166'CRETE, IN A CULTIVATED FIELD AT THE WEST SIDE OF THE CRETE AIRPORT AND
 LG1166'OWNED BY THE CITY.  CONTACT THE AIRPORT MANAGER FOR ACCESS TO THE
 LG1166'STATION.
 LG1166'TO REACH THE STATION FROM THE POST OFFICE IN CRETE, GO EAST ON STATE
 LG1166'HIGHWAY 33 FOR 0.48 KM (0.30 MI) TO WHERE THE HIGHWAY TURNS NORTH.
 LG1166'CONTINUE EAST ON A PAVED STREET FOR 1.93 KM (1.20 MI) TO A GRADED
 LG1166'CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE GRADED ROAD FOR 0.32 KM
 LG1166'(0.20 MI) TO THE STATION ON THE LEFT.
 LG1166'STATION IS 15.70 M (51.5 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 LG1166'6.55 M (21.5 FT) EAST-NORTHEAST FROM A WITNESS POST 6.25 M (20.5 FT)
 LG1166'EAST FROM A NORTH/SOUTH FENCE AND IS RECESSED 0.3 M (1.0 FT) BELOW THE
 LG1166'GROUND SURFACE.  THE UNDERGROUND MARK IS STAMPED-CRETE 1947-AND IS
 LG1166'1.07 M (3.5 FT) BELOW THE GROUND SURFACE.
 LG1166'DESCRIBED BY J.A. ODUM
 LG1166
 LG1166                          STATION RECOVERY (1991)
 LG1166
 LG1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1166'2.2 KM (1.35 MI) EASTERLY ALONG EAST 13TH STREET FROM THE CITY HALL
 LG1166'IN CRETE, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 LG1166'15.7 M (51.5 FT) EAST OF THE CENTER OF THE ROAD, 6.5 M (21.3 FT)
 LG1166'EAST-NORTHEAST OF A WITNESS POST AND REFERENCE MARK 3, 6.2 M (20.3
 LG1166'FT) EAST OF A FENCE, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT)
 LG1166'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1248 ***********************************************************************
 LG1248  DESIGNATION -  CRETE RM 2
 LG1248  PID         -  LG1248
 LG1248  STATE/COUNTY-  NE/SALINE
 LG1248  USGS QUAD   -  CRETE SOUTH (1964)
 LG1248
 LG1248                         *CURRENT SURVEY CONTROL
 LG1248  ___________________________________________________________________
 LG1248* NAD 83(1995)-  40 37 21.29462(N)    096 55 57.84298(W)     ADJUSTED  
 LG1248* NAVD 88     -       455.0    (meters)    1493.     (feet)  GPS OBS   
 LG1248  ___________________________________________________________________
 LG1248  X           -    -585,210.281 (meters)                     COMP
 LG1248  Y           -  -4,812,860.719 (meters)                     COMP
 LG1248  Z           -   4,130,980.212 (meters)                     COMP
 LG1248  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 LG1248  ELLIP HEIGHT-         428.56  (meters)          (12/18/01) GPS OBS
 LG1248  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 LG1248
 LG1248  HORZ ORDER  -  FIRST
 LG1248  ELLP ORDER  -  FOURTH    CLASS II
 LG1248
 LG1248.This mark is at Crete Municipal Airport (CEK)
 LG1248
 LG1248.The horizontal coordinates were established by GPS observations
 LG1248.and adjusted by the National Geodetic Survey in August 1998..
 LG1248
 LG1248.The orthometric height was determined by GPS observations and a
 LG1248.high-resolution geoid model.
 LG1248
 LG1248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1248
 LG1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1248
 LG1248.The ellipsoidal height was determined by GPS observations
 LG1248.and is referenced to NAD 83.
 LG1248
 LG1248.The geoid height was determined by GEOID03.
 LG1248
 LG1248;                    North         East     Units Scale Factor Converg.
 LG1248;SPC NE       -    92,231.860   759,418.959   MT  0.99977641   +2 01 57.6
 LG1248;UTM  14      - 4,498,915.682   674,854.021   MT  0.99997634   +1 20 46.6
 LG1248
 LG1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1248!SPC NE       -   0.99993278  x   0.99977641  =   0.99970920
 LG1248!UTM  14      -   0.99993278  x   0.99997634  =   0.99990912
 LG1248
 LG1248                          SUPERSEDED SURVEY CONTROL
 LG1248
 LG1248  ELLIP H (08/21/98)  428.67   (m)                       GP(       ) 4 2
 LG1248  NAD 83(1995)-  40 37 21.29506(N)    096 55 57.84289(W) AD(       ) 3
 LG1248  NAD 83(1986)-  40 37 21.30268(N)    096 55 57.84293(W) AD(       ) 3
 LG1248
 LG1248.Superseded values are not recommended for survey control.
 LG1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1248.See file dsdata.txt to determine how the superseded data were derived.
 LG1248
 LG1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7485498916(NAD 83)
 LG1248_MARKER: DR = REFERENCE MARK DISK
 LG1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1248_SP_SET: SQUARE CONCRETE MONUMENT
 LG1248_STAMPING: CRETE NO 2 1947
 LG1248_MARK LOGO: CGS   
 LG1248_PROJECTION: FLUSH
 LG1248_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1248+STABILITY: SURFACE MOTION
 LG1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1248+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 LG1248
 LG1248  HISTORY     - Date     Condition        Report By
 LG1248  HISTORY     - 1947     MONUMENTED       CGS
 LG1248  HISTORY     - 19820610 GOOD             NGS
 LG1248  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG1248  HISTORY     - 19970708 GOOD             NGS
 LG1248
 LG1248                          STATION DESCRIPTION
 LG1248
 LG1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1248'THE STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) EAST-SOUTHEAST FROM
 LG1248'CRETE, ON THE EAST RIGHT-OF WAY OF THE GRADED COUNTY ROAD AND AT THE
 LG1248'WESTEDGE OF THE CRETE AIRPORT.
 LG1248'TO REACH THE STATION FROM THE POST OFFICE IN CRETE, GO EAST ON STATE
 LG1248'HIGHWAY 33 FOR 0.48 KM (0.30 MI) TO WHERE THE HIGHWAY TURNS NORTH.
 LG1248'CONTINUE EAST ON A PAVED STREET FOR 1.93 KM (1.20 MI) TO A GRADED
 LG1248'CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE GRADED ROAD FOR 0.32 KM
 LG1248'(0.20 MI) TO THE STATION ON THE LEFT.
 LG1248'THE MARK IS 9.45 M (31.0 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 LG1248'0.15 M (0.5 FT) EAST FROM A TELEPHONE POLE AND IS IN A NORTH/SOUTH
 LG1248'FENCE.
 LG1248'DESCRIBED BY J.A. ODUM
 LG1248
 LG1248                          STATION RECOVERY (1991)
 LG1248
 LG1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1248'THE MONUMENT WAS FOUND OUT OF THE GROUND WITH THE DISK MISSING.
 LG1248'ASSUMED DESTROYED.
 LG1248
 LG1248                          STATION RECOVERY (1997)
 LG1248
 LG1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 LG1248'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 08JUL1996 (WCW) . THE
 LG1248'STATION IS LOCATED ABOUT 29 KM (18.00 MI) SOUTHWEST FROM LINCOLN, 3.2
 LG1248'KM (2.00 MI) EAST FROM CRETE AT THE CRETE MUNICIPAL AIRPORT NEAR THE
 LG1248'NORTHWEST SIDE OF THE AIRPORT.  OWNERSHIP--CRETE AIRPORT AUTHORITY,
 LG1248'CRETE NE, 68333.  AIRPORT MANAGER IS SILVERHAWK AVIATION, PHONE
 LG1248'402-826-4400, FBO PHONE 402-475-8600. TO REACH THE STATION FROM THE
 LG1248'EASTERLY JUNCTION OF STATE HIGHWAYS 33 AND 103 NORTH WHICH IS 19.8 KM
 LG1248'(12.30 MI) SOUTH FROM INTERSTATE 80 (EXIT 388) AND ABOUT 3.2 KM (2.00
 LG1248'MI) NORTHEAST FROM CRETE, GO SOUTH ON PAVED THEN GRAVEL ROAD 2400 FOR
 LG1248'2.6 KM (1.60 MI) PASSING PAVED ROAD F AT 1.4 MI (2.3 KM) TO THE
 LG1248'STATION ON LEFT. THE MARK IS A CGS REFERENCE MARK DISK IN A CAST IN
 LG1248'PLACE 10 IN SQUARED CONCRETE POST.  THE STATION IS LOCATED ABOUT 30.5
 LG1248'M (100.1 FT) SOUTH FROM A FIELD GATE THAT LEADS TO TURF RUNWAY
 LG1248'APPROACH 13, 25.1 M (82.3 FT) NORTH FROM CRETE RM 3, 24.2 M (79.4 FT)
 LG1248'NORTH-NORTHWEST FROM STATION CRETE UNDERGROUND MARK, 10.2 M (33.5 FT)
 LG1248'NORTH FROM A USCE (COE) METAL WITNESS POST, 10 M (32.8 FT) EAST FROM
 LG1248'THE GRAVEL ROAD CENTER, 0.7 M (2.3 FT) NORTHEAST FROM A CONCRETE POST
 LG1248'REMAINS (BELIEVED TO BE FOR CRETE SURFACE MARK) , 0.6 M (2.0 FT) NORTH
 LG1248'FROM A FIBERGLASS NGS WITNESS POST, AND 0.6 M (2.0 FT) SOUTH FROM A
 LG1248'FIBERGLASS NGS WITNESS POST AND 9 CM (3.5 IN) EAST FROM A BARBED WIRE
 LG1248'FENCE.  THE MARK IS ABOUT FLUSH WITH THE GROUND, 0.7 M (2.3 FT) HIGHER
 LG1248'THAN THE DITCH CENTER, AND ABOUT LEVEL WITH THE GRAVEL ROAD CENTER.
 LG1248'THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1249 ***********************************************************************
 LG1249  PACS        -  This is a Primary Airport Control Station.
 LG1249  DESIGNATION -  CRETE RM 3
 LG1249  PID         -  LG1249
 LG1249  STATE/COUNTY-  NE/SALINE
 LG1249  USGS QUAD   -  CRETE SOUTH (1964)
 LG1249
 LG1249                         *CURRENT SURVEY CONTROL
 LG1249  ___________________________________________________________________
 LG1249* NAD 83(1995)-  40 37 20.48170(N)    096 55 57.86030(W)     ADJUSTED  
 LG1249* NAVD 88     -       455.174  (meters)    1493.35   (feet)  ADJUSTED  
 LG1249  ___________________________________________________________________
 LG1249  X           -    -585,212.669 (meters)                     COMP
 LG1249  Y           -  -4,812,876.991 (meters)                     COMP
 LG1249  Z           -   4,130,961.275 (meters)                     COMP
 LG1249  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 LG1249  ELLIP HEIGHT-         428.71  (meters)          (12/18/01) GPS OBS
 LG1249  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 LG1249  DYNAMIC HT  -         454.946 (meters)    1492.60  (feet)  COMP
 LG1249  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 LG1249
 LG1249  HORZ ORDER  -  THIRD
 LG1249  VERT ORDER  -  FIRST     CLASS II
 LG1249  ELLP ORDER  -  FOURTH    CLASS II
 LG1249
 LG1249.This mark is at Crete Municipal Airport (CEK)
 LG1249
 LG1249.The horizontal coordinates were established by GPS observations
 LG1249.and adjusted by the National Geodetic Survey in August 1998..
 LG1249
 LG1249.The orthometric height was determined by differential leveling
 LG1249.and adjusted by the National Geodetic Survey in May 1993..
 LG1249
 LG1249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1249
 LG1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1249
 LG1249.The ellipsoidal height was determined by GPS observations
 LG1249.and is referenced to NAD 83.
 LG1249
 LG1249.The geoid height was determined by GEOID03.
 LG1249
 LG1249.The dynamic height is computed by dividing the NAVD 88
 LG1249.geopotential number by the normal gravity value computed on the
 LG1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1249.degrees latitude (g = 980.6199 gals.).
 LG1249
 LG1249.The modeled gravity was interpolated from observed gravity values.
 LG1249
 LG1249;                    North         East     Units Scale Factor Converg.
 LG1249;SPC NE       -    92,206.792   759,419.441   MT  0.99977647   +2 01 57.6
 LG1249;UTM  14      - 4,498,890.604   674,854.204   MT  0.99997634   +1 20 46.6
 LG1249
 LG1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1249!SPC NE       -   0.99993275  x   0.99977647  =   0.99970924
 LG1249!UTM  14      -   0.99993275  x   0.99997634  =   0.99990910
 LG1249
 LG1249                          SUPERSEDED SURVEY CONTROL
 LG1249
 LG1249  ELLIP H (08/21/98)  428.82   (m)                       GP(       ) 4 2
 LG1249  NAD 83(1995)-  40 37 20.48235(N)    096 55 57.86062(W) AD(       ) 3
 LG1249  NAD 83(1986)-  40 37 20.48967(N)    096 55 57.86193(W) AD(       ) 3
 LG1249  NAVD 88 (08/21/98)  455.17   (m)         1493.3    (f) LEVELING    3  
 LG1249
 LG1249.Superseded values are not recommended for survey control.
 LG1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1249.See file dsdata.txt to determine how the superseded data were derived.
 LG1249
 LG1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7485498891(NAD 83)
 LG1249_MARKER: DR = REFERENCE MARK DISK
 LG1249_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LG1249_SP_SET: CONCRETE POST
 LG1249_STAMPING: CRETE NO 3 1947 1976
 LG1249_MARK LOGO: CGS   
 LG1249_PROJECTION: FLUSH
 LG1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1249+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 LG1249
 LG1249  HISTORY     - Date     Condition        Report By
 LG1249  HISTORY     - 1976     MONUMENTED       NGS
 LG1249  HISTORY     - 19820610 GOOD             NGS
 LG1249  HISTORY     - 19900615 GOOD             NGS
 LG1249  HISTORY     - 19911009 GOOD             NGS
 LG1249  HISTORY     - 19950511 GOOD             NGS
 LG1249  HISTORY     - 19970708 GOOD             NGS
 LG1249
 LG1249                          STATION DESCRIPTION
 LG1249
 LG1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1249'THE STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) EAST-SOUTHEAST FROM
 LG1249'CRETE, ON THE EAST RIGHT-OF WAY OF THE GRADED COUNTY ROAD AND AT THE
 LG1249'WESTEDGE OF THE CRETE AIRPORT.
 LG1249'TO REACH THE STATION FROM THE POST OFFICE IN CRETE, GO EAST ON STATE
 LG1249'HIGHWAY 33 FOR 0.48 KM (0.30 MI) TO WHERE THE HIGHWAY TURNS NORTH.
 LG1249'CONTINUE EAST ON A PAVED STREET FOR 1.93 KM (1.20 MI) TO A GRADED
 LG1249'CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE GRADED ROAD FOR 0.32 KM
 LG1249'(0.20 MI) TO THE STATION ON THE LEFT.
 LG1249'THE MARK IS 9.14 M (30.0 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 LG1249'0.61 M (2.0 FT) NORTH FROM A WITNESS POST AND IS 0.3 M (1.0 FT) WEST
 LG1249'FROM A NORTH/SOUTH FENCE.  THE MARK PROJECTS 0.2 M (0.7 FT) ABOVE THE
 LG1249'GROUND.
 LG1249'DESCRIBED BY J.A. ODUM
 LG1249
 LG1249                          STATION RECOVERY (1990)
 LG1249
 LG1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LG1249'THE STATION IS LOCATED ON THE WEST END OF CRETE MUNI AIRPORT IN THE
 LG1249'APPROACH OF UNPAVED RUNWAY END OF 10.  THE STATION IS 34.0 FT (10.4 M)
 LG1249'EAST OF THE NORTH-SOUTH GRAVEL ROAD, 0.5 FT (15.2 CM) WEST OF A FENCE
 LG1249'LINE, 1.5 FT (0.5 M) NORTH OF A WITNESS POST, AND 94.0 FT (28.7 M)
 LG1249'SOUTHWEST OF THE EXTENSION OF THE NORTHEAST EDGE OF THE UNPAVED RUNWAY
 LG1249'DAY MARKERS.  THE STATION IS A NGS REFERENCE MARK DISK SET 0.8 FOOT
 LG1249'(24.4 CM) ABOVE GROUND AND STAMPED CRETE 1947 NO 3 1976.
 LG1249
 LG1249                          STATION RECOVERY (1991)
 LG1249
 LG1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1249'2.2 KM (1.35 MI) EASTERLY ALONG EAST 13TH STREET FROM THE CITY HALL
 LG1249'IN CRETE, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 LG1249'9.6 M (31.5 FT) EAST OF THE CENTER OF THE ROAD, 0.5 M (1.6 FT) ABOVE
 LG1249'THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, 0.2 M
 LG1249'(0.7 FT) WEST OF A FENCE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 LG1249'ABOVE THE GROUND SURFACE.
 LG1249
 LG1249                          STATION RECOVERY (1995)
 LG1249
 LG1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1249'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTHWEST OF LINCOLN,
 LG1249'2.0 MI (3.2 KM) EAST OF CRETE, ON THE RIGHT-OF-WAY ON THE EAST EDGE OF
 LG1249'THE CRETE MUNICIPAL AIRPORT.  OWNERSHIP--CRETE AIRPORT AUTHORITY,
 LG1249'CRETE NE 68333.  AIRPORT MANAGER, SILVERHAWK AVIATION, PHONE (402)
 LG1249'826-4400, FBO (402) 475-8600.  TO REACH THE STATION FROM THE JUNCTION
 LG1249'OF STATE HIGHWAYS 33 AND 103 NORTH (ABOUT 2.0 MI (3.2 KM) NORTHEAST OF
 LG1249'CRETE), GO SOUTH ON A PAVED ROAD 2400 FOR 1.4 MI (2.3 KM) TO A
 LG1249'INTERSECTION, CONTINUE AHEAD AND GO SOUTH ON A GRAVEL ROAD FOR 0.2 MI
 LG1249'(0.3 KM) TO THE STATION ON THE LEFT.  THE STATION PROJECTS 21 CM ABOVE
 LG1249'GROUND.  LOCATED 49.0 FT (14.9 M) NORTH OF A U.S.C.E. METAL WITNESS
 LG1249'POST, 34.0 FT (10.4 M) EAST OF THE GRAVEL ROAD, 1.5 FT (0.5 M) NORTH
 LG1249'OF A METAL WITNESS POST AND 0.3 FT (9.1 CM) WEST OF A FENCE LINE.
 LG1249'THIS STATION TO BE USED AS SACS.
 LG1249
 LG1249                          STATION RECOVERY (1997)
 LG1249
 LG1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 LG1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 08JUL1996 (WCW) .  THE
 LG1249'STATION IS LOCATED ABOUT 29 KM (18.00 MI) SOUTHWEST FROM LINCOLN, 3.2
 LG1249'KM (2.00 MI) EAST FROM CRETE AT THE CRETE MUNICIPAL AIRPORT NEAR THE
 LG1249'NORTHWEST SIDE OF THE AIRPORT.  OWNERSHIP--THE STATION IS NEAR THE
 LG1249'EASTERLY COUNTY ROAD 2400 RIGHT OF WAY LINE.  AIRPORT MANAGER IS
 LG1249'SILVERHAWK AVIATION, PHONE 402-826-4400, FBO PHONE 402-475-8600. TO
 LG1249'REACH THE STATION FROM THE EASTERLY JUNCTION OF STATE HIGHWAYS 33 AND
 LG1249'103 NORTH WHICH IS 19.8 KM (12.30 MI) SOUTH FROM INTERSTATE 80 (EXIT
 LG1249'388) AND ABOUT 3.2 KM (2.00 MI) NORTHEAST FROM CRETE, GO SOUTH ON
 LG1249'PAVED THEN GRAVEL ROAD 2400 FOR 2.6 KM (1.60 MI) PASSING PAVED ROAD F
 LG1249'AT 1.4 MI (2.3 KM) TO THE STATION ON LEFT. THE MARK IS A CGS REFERENCE
 LG1249'MARK DISK IN A PRECAST 10 IN SQUARED CONCRETE POST.  THE STATION HAS D
 LG1249'STABILITY AND IS UNSUITABLE AS A SACS.  THE CONCRETE POST AND DISK
 LG1249'WERE ORIGINALLY REFERENCE MARK 1, WHICH WAS FOUND DISTURBED AND RESET
 LG1249'IN 1976 BY NGS (CLN) .  THE MUTILATED STAMPING OF -1- IS VISIBLE TO
 LG1249'THE RIGHT OF THE -3-.  THE POST WAS FOUND UNSTABLE IN THE HORIZONTAL
 LG1249'DIMENSION, MOVABLE WITH LIGHT FOOT PRESSURE.  THE SOIL SURROUNDING THE
 LG1249'STATION WAS COMPACTED WITH A 4X4 TIMBER TO INCREASE LATERAL STABILITY
 LG1249'BEFORE OBSERVING TO THE MARK.  THE MARK LEANS TO THE NORTHEAST. THE
 LG1249'STATION IS LOCATED 25.1 M (82.3 FT) SOUTH FROM CRETE RM 2, 6.5 M (21.3
 LG1249'FT) WEST FROM CRETE RESET UNDERGROUND MARK, 14.8 M (48.6 FT) SOUTH
 LG1249'FROM A USCE (COE) METAL WITNESS POST, ABOUT 10 M (32.8 FT) EAST FROM
 LG1249'THE GRAVEL ROAD CENTER, 0.6 M (2.0 FT) EAST FROM A FIBERGLASS NGS
 LG1249'WITNESS POST, 0.5 M (1.6 FT) NORTH FROM A METAL NGS WITNESS POST, AND
 LG1249'16 CM (6 IN) WEST FROM A BARBED WIRE FENCE.  THE MARK PROJECTS 25 CM
 LG1249'(10 IN) ABOVE THE GROUND, 0.9 M (3.0 FT) ABOVE THE DITCH CENTER, AND
 LG1249'0.8 M (2.6 FT) ABOVE THE GRAVEL ROAD CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1753 ***********************************************************************
 NM1753  DESIGNATION -  CROFTON MUNICIPAL STANDPIPE
 NM1753  PID         -  NM1753
 NM1753  STATE/COUNTY-  NE/CEDAR
 NM1753  USGS QUAD   -  CROFTON (1968)
 NM1753
 NM1753                         *CURRENT SURVEY CONTROL
 NM1753  ___________________________________________________________________
 NM1753* NAD 83(1995)-  42 43 54.79096(N)    097 29 59.86692(W)     ADJUSTED  
 NM1753* NAVD 88     -                                                        
 NM1753  ___________________________________________________________________
 NM1753  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 NM1753  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 NM1753
 NM1753  HORZ ORDER  -  THIRD
 NM1753
 NM1753.The horizontal coordinates were established by classical geodetic methods
 NM1753.and adjusted by the National Geodetic Survey in August 1997..
 NM1753
 NM1753
 NM1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1753
 NM1753.The geoid height was determined by GEOID03.
 NM1753
 NM1753;                    North         East     Units Scale Factor Converg.
 NM1753;SPC NE       -   324,797.777   704,688.114   MT  0.99988811   +1 39 24.4
 NM1753;UTM  14      - 4,732,132.828   622,796.938   MT  0.99978552   +1 01 04.8
 NM1753
 NM1753                          SUPERSEDED SURVEY CONTROL
 NM1753
 NM1753  NAD 83(1986)-  42 43 54.79877(N)    097 29 59.85989(W) AD(       ) 4
 NM1753  NAD 27      -  42 43 54.79600(N)    097 29 58.65300(W) AD(       ) 3
 NM1753
 NM1753.Superseded values are not recommended for survey control.
 NM1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1753.See file dsdata.txt to determine how the superseded data were derived.
 NM1753
 NM1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2279732133(NAD 83)
 NM1753_MARKER: 52 = STANDPIPE TANK
 NM1753
 NM1753  HISTORY     - Date     Condition        Report By
 NM1753  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1753
 NM1753                          STATION DESCRIPTION
 NM1753
 NM1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1753'STATION IS LOCATED IN THE NORTHWEST PART OF THE TOWN OF CROFTON
 NM1753'JUST SOUTH OF THE CROFTON CONGREGATIONAL CHURCH.  STATION
 NM1753'IS ABOUT 120 FEET HIGH AND IS SILVER IN COLOR.
 NM1753'
 NM1753'TO REACH FROM THE POST OFFICE IN CROFTON GO NORTH FOR 0.05
 NM1753'MILE TO CROSS STREET.  TURN LEFT AND GO WEST FOR 0.2 MILE
 NM1753'TO CHURCH ON LEFT AND STATION IN REAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1232 ***********************************************************************
 MJ1232  DESIGNATION -  CROOK
 MJ1232  PID         -  MJ1232
 MJ1232  STATE/COUNTY-  NE/SARPY
 MJ1232  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1232
 MJ1232                         *CURRENT SURVEY CONTROL
 MJ1232  ___________________________________________________________________
 MJ1232* NAD 83(1995)-  41 08 04.92615(N)    095 54 37.86201(W)     ADJUSTED  
 MJ1232* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 MJ1232  ___________________________________________________________________
 MJ1232  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 MJ1232  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 MJ1232
 MJ1232  HORZ ORDER  -  SECOND
 MJ1232
 MJ1232.The horizontal coordinates were established by classical geodetic methods
 MJ1232.and adjusted by the National Geodetic Survey in August 1997..
 MJ1232
 MJ1232.The orthometric height was scaled from a topographic map.
 MJ1232
 MJ1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1232
 MJ1232.The geoid height was determined by GEOID03.
 MJ1232
 MJ1232;                    North         East     Units Scale Factor Converg.
 MJ1232;SPC NE       -   152,602.101   843,129.910   MT  0.99967945   +2 42 36.3
 MJ1232;SPC IA S     -   128,810.888   297,640.362   MT  0.99994903   -1 35 16.1
 MJ1232;UTM  15      - 4,557,794.034   255,705.738   MT  1.00033456   -1 54 56.1
 MJ1232
 MJ1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1232!SPC NE       -   0.99994810  x   0.99967945  =   0.99962756
 MJ1232!SPC IA S     -   0.99994810  x   0.99994903  =   0.99989713
 MJ1232!UTM  15      -   0.99994810  x   1.00033456  =   1.00028264
 MJ1232
 MJ1232|---------------------------------------------------------------------|
 MJ1232| PID    Reference Object                     Distance      Geod. Az  |
 MJ1232|                                                           dddmmss.s |
 MJ1232| CL6323 CROOK RM 1                           31.169 METERS 02521     |
 MJ1232| CL6322 CROOK AZ MK                                        1680920.9 |
 MJ1232| MJ1227 OFFUTT FIELD AIRWAY BCN 332         471.846 METERS 2423143.2 |
 MJ1232| MK1991 RADIO STA KFAB EAST TOWER           APPROX. 7.8 KM 2572713.1 |
 MJ1232| MJ1235 CROOK 2 RESET                        32.888 METERS 25746     |
 MJ1232| MK1993 RADIO STA KFAB CENTER TOWER         APPROX. 7.9 KM 2574602.9 |
 MJ1232| MK1992 RADIO STA KFAB WEST TOWER           APPROX. 7.9 KM 2580427.0 |
 MJ1232| CL6324 CROOK RM 2                           31.675 METERS 33201     |
 MJ1232|---------------------------------------------------------------------|
 MJ1232
 MJ1232                          SUPERSEDED SURVEY CONTROL
 MJ1232
 MJ1232  NAD 83(1986)-  41 08 04.93462(N)    095 54 37.86085(W) AD(       ) 2
 MJ1232  NAD 27      -  41 08 04.93700(N)    095 54 36.81300(W) AD(       ) 2
 MJ1232
 MJ1232.Superseded values are not recommended for survey control.
 MJ1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1232.See file dsdata.txt to determine how the superseded data were derived.
 MJ1232
 MJ1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5570657794(NAD 83)
 MJ1232_MARKER: DS = TRIANGULATION STATION DISK
 MJ1232_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MJ1232
 MJ1232  HISTORY     - Date     Condition        Report By
 MJ1232  HISTORY     - 1947     MONUMENTED       CGS
 MJ1232  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MJ1232  HISTORY     - 1964     SEE DESCRIPTION  CGS
 MJ1232
 MJ1232                          STATION DESCRIPTION
 MJ1232
 MJ1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1232'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF BELLEVUE, AT
 MJ1232'THE NORTH END OF FORT CROOK AIR BASE, AND ABOUT 1/2 MILE
 MJ1232'NORTHEAST OF AN AIRWAY BEACON.  IT IS ON THE TOP OF A HIGH
 MJ1232'ROUND KNOLL WHICH IS UNDER CULTIVATION.  THE DISK IS STAMPED
 MJ1232'CROOK 1947 AND IS SET 8 INCHES BELOW THE SURFACE OF THE GROUND.
 MJ1232'
 MJ1232'REFERENCE MARK NO. 1 IS 102.26 FEET NORTH-NORTHEAST OF THE
 MJ1232'STATION, 2.3 FEET EAST OF A WITNESS POST, AND 6 INCHES SOUTH
 MJ1232'OF AN EAST-WEST FENCE LINE.  THE DISK IS STAMPED CROOK NO 1
 MJ1232'1947 AND PROJECTS 2 INCHES.
 MJ1232'
 MJ1232'REFERENCE MARK NO. 2 IS 103.92 FEET NORTH-NORTHWEST OF THE
 MJ1232'STATION, 1.5 FEET EAST OF A FENCE POST, AND 6 INCHES SOUTH
 MJ1232'OF THE FENCE LINE.  THE DISK IS STAMPED CROOK NO 2 1947 AND
 MJ1232'PROJECTS 2 INCHES.
 MJ1232'
 MJ1232'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTH-SOUTHEAST
 MJ1232'OF THE STATION, 40 FEET WEST OF A NORTH-SOUTH FENCE LINE, 35
 MJ1232'FEET EAST OF THE CENTERLINE OF A DIRT ROAD, AND 2.5 FEET
 MJ1232'NORTH OF THE NORTHWEST CORNER OF A 3 STORY GUARD HOUSE.
 MJ1232'
 MJ1232'THE AZIMUTH MARK DISK IS STAMPED CROOK 1947 AND IS SET IN A
 MJ1232'DRILL HOLE IN THE CONCRETE WALK WHICH SURROUNDS THE GUARD
 MJ1232'HOUSE.  TO REACH FROM THE NORTH ENTRANCE GATE TO THE FIELD,
 MJ1232'DRIVE SOUTH EAST TO THE AIR STRIPS AND THEN FOLLOW THE ROAD,
 MJ1232'NORTH, WEST AND THEN SOUTH, AROUND THE AIR STRIPS TO THE GUARD
 MJ1232'HOUSE AT THE WEST EDGE OF THE FIELD AND THE MARK AS DESCRIBED.
 MJ1232'
 MJ1232'TO REACH THE STATION FROM THE NORTH ENTRANCE GATE TO THE
 MJ1232'AIRFIELD, GO EAST ON STATE ROUTE 31 FOR 0.4 MILE TO A SIDE
 MJ1232'ROAD LEFT, JUST BEFORE REACHING THE POST CEMETARY.  TURN LEFT
 MJ1232'AND GO 0.05 MILE TO A CONCRETE HOUSE ON THE RIGHT.  HERE TURN
 MJ1232'RIGHT AND GO TO THE TOP OF THE KNOLL AND THE STATION AS
 MJ1232'DESCRIBED.
 MJ1232'
 MJ1232'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ1232
 MJ1232                          STATION RECOVERY (1958)
 MJ1232
 MJ1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 MJ1232'A NEW TO REACH FOR THIS STATION HAS BEEN SUBMITTED BY MR.
 MJ1232'FLOYD HEATH, TOPEKA ENGINEER, DUE TO NEW CONSTRUCTION AND
 MJ1232'IMPROVEMENT AROUND THE STATION.  HE RECOVERED THE STATION MARK
 MJ1232'AND REFERENCE MARK NO. 1.  BUT WAS UNABLE TO FIND REFERENCE
 MJ1232'MARK NO. 2.
 MJ1232'
 MJ1232'TO REACH THE STATION FROM THE BELLEVUE POST OFFICE, GO NORTH
 MJ1232'ON JEFFERSON STREET TO MISSION STREET.  TURN LEFT AND GO
 MJ1232'WEST ON MISSION STREET FOR 9 BLOCKS TO FORT CROOK ROAD.  CONTINUE
 MJ1232'WEST ON MISSION STREET TO THE BELLEARIE SCHOOL.  TURN LEFT AND
 MJ1232'GO SOUTH THROUGH GATE TO OFFUTT AIR FORCE BASE.  AFTER PASSING
 MJ1232'THROUGH GATE, GO SOUTHWEST FOR ABOUT 200 FEET TO THE ENTRANCE
 MJ1232'TO BUILDING 431 ON THE LEFT.  TURN LEFT OR SOUTH TO BUILDING
 MJ1232'431 AND THE STATION WHICH IS 86.96 FEET SOUTH-SOUTHWEST OF THE
 MJ1232'SOUTH CORNER OF BUILDING 431.
 MJ1232
 MJ1232                          STATION RECOVERY (1964)
 MJ1232
 MJ1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 MJ1232'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MJ1232'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH WAS NOT
 MJ1232'RECOVERED AND IS PROBABLY LOST, OR DESTROYED.  THE STATION
 MJ1232'AND BOTH REFERENCE MARKS WERE MOVED FROM THE TOP OF THE KNOLL
 MJ1232'BECAUSE THE FAA ARE CONSTRUCTING A NEW RAPCON BUILDING ATOP
 MJ1232'THE KNOLL.  FOR DETAILS, SEE THE DESCRIPTION OF CROOK 2 1964.
 MJ1232'THE TOP OF THE HILL WAS LEVELED OFF, SO THE SURFACE AND
 MJ1232'UNDERGROUND STATION MARKS FOR THIS STATION WERE BOTH
 MJ1232'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1235 ***********************************************************************
 MJ1235  DESIGNATION -  CROOK 2 RESET
 MJ1235  PID         -  MJ1235
 MJ1235  STATE/COUNTY-  NE/SARPY
 MJ1235  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1235
 MJ1235                         *CURRENT SURVEY CONTROL
 MJ1235  ___________________________________________________________________
 MJ1235* NAD 83(1995)-  41 08 04.70022(N)    095 54 39.24008(W)     ADJUSTED  
 MJ1235* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 MJ1235  ___________________________________________________________________
 MJ1235  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 MJ1235  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 MJ1235
 MJ1235  HORZ ORDER  -  THIRD
 MJ1235
 MJ1235.The horizontal coordinates were established by classical geodetic methods
 MJ1235.and adjusted by the National Geodetic Survey in August 1997..
 MJ1235.No horizontal observational check was made to the station.
 MJ1235
 MJ1235.The orthometric height was scaled from a topographic map.
 MJ1235
 MJ1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1235
 MJ1235.The geoid height was determined by GEOID03.
 MJ1235
 MJ1235;                    North         East     Units Scale Factor Converg.
 MJ1235;SPC NE       -   152,593.622   843,098.145   MT  0.99967946   +2 42 35.4
 MJ1235;SPC IA S     -   128,804.812   297,608.042   MT  0.99994904   -1 35 17.0
 MJ1235;UTM  15      - 4,557,788.141   255,673.371   MT  1.00033476   -1 54 57.0
 MJ1235
 MJ1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1235!SPC NE       -   0.99994810  x   0.99967946  =   0.99962757
 MJ1235!SPC IA S     -   0.99994810  x   0.99994904  =   0.99989714
 MJ1235!UTM  15      -   0.99994810  x   1.00033476  =   1.00028284
 MJ1235
 MJ1235|---------------------------------------------------------------------|
 MJ1235| PID    Reference Object                     Distance      Geod. Az  |
 MJ1235|                                                           dddmmss.s |
 MJ1235| MJ1232 CROOK                                32.888 METERS 07746     |
 MJ1235| CL6325 CROOK 2 AZ MK                                      2090231.4 |
 MJ1235| MJ1227 OFFUTT FIELD AIRWAY BCN 332         440.199 METERS 2412412.2 |
 MJ1235| MK1991 RADIO STA KFAB EAST TOWER           APPROX. 7.7 KM 2572707.4 |
 MJ1235| MK1993 RADIO STA KFAB CENTER TOWER         APPROX. 7.8 KM 2574602.0 |
 MJ1235| MK1992 RADIO STA KFAB WEST TOWER           APPROX. 7.9 KM 2580430.7 |
 MJ1235| CL6327 CROOK 2 RM 4                         13.024 METERS 28159     |
 MJ1235| CL6326 CROOK 2 RM 3                         34.973 METERS 35112     |
 MJ1235|---------------------------------------------------------------------|
 MJ1235
 MJ1235                          SUPERSEDED SURVEY CONTROL
 MJ1235
 MJ1235  NAD 83(1986)-  41 08 04.70868(N)    095 54 39.23892(W) AD(       ) 3
 MJ1235  NAD 27      -  41 08 04.71100(N)    095 54 38.19100(W) AD(       ) 3
 MJ1235
 MJ1235.Superseded values are not recommended for survey control.
 MJ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1235.See file dsdata.txt to determine how the superseded data were derived.
 MJ1235
 MJ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5567357788(NAD 83)
 MJ1235_MARKER: DH = HORIZONTAL CONTROL DISK
 MJ1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1235_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1235_STAMPING: CROOK 2 1964 1977
 MJ1235_MARK LOGO: NGS   
 MJ1235_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1235+STABILITY: SURFACE MOTION
 MJ1235
 MJ1235  HISTORY     - Date     Condition        Report By
 MJ1235  HISTORY     - 1977     MONUMENTED       NGS
 MJ1235  HISTORY     - 1984     SEE DESCRIPTION  LOCENG
 MJ1235  HISTORY     - 1996     SEE DESCRIPTION  NGS
 MJ1235  HISTORY     - 19991026 SEE DESCRIPTION  LOCENG
 MJ1235
 MJ1235                          STATION DESCRIPTION
 MJ1235
 MJ1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MJ1235'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 MJ1235'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION MARK WAS FOUND
 MJ1235'28 INCHES BELOW THE GROUND SURFACE, A HOLE 2 FEET DEEP FROM TOP OF
 MJ1235'MARK WAS DUG FOR A CHECK TO SEE IF THIS WAS THE SUBSURFACE MARK AND
 MJ1235'THE CONCRETE POST STILL WENT DEEPER, SO IT IS BELIEVED THIS WAS
 MJ1235'THE SURFACE STATION MARK.  DURING THE CONSTRUCTION OF THE NEW
 MJ1235'BUILDING AND LANDSCAPING AT THIS AREA THE STATION MARK COULD HAVE
 MJ1235'BEEN COVERED 28 INCHES BY DIRT.  THIS DATE A LEVEL TIE WAS MADE FROM
 MJ1235'THE TOP OF THE 1964 STATION MARK TO REFERENCE MARK 4 THEN FROM
 MJ1235'REFERENCE MARK 4 THEN FROM REFERENCE MARK 4 TO THE TOP OF THE 1977
 MJ1235'STATION MARK SET DIRECTLY ABOVE THE 1964 STATION MARK THIS DATE.
 MJ1235'A NEW AZIMUTH MARK WAS SET THIS DATE ALSO.  THE DISTANCE TO THE
 MJ1235'REFERENCE MARKS CHECKED THE 1964 DISTANCE.  THE DIRECTION TO
 MJ1235'REFERENCE MARK 3 MISSED THE 1964 DIRECTION 22 SECONDS.  THE
 MJ1235'DIRECTION TO REFERENCE MARK 4 MISSED THE 1964 DIRECTION 2 MINUTES
 MJ1235'AND 37 SECONDS.  THE DIRECTION TO THE BELLEVUE WATER TANK
 MJ1235'MISSED THE 1964 DIRECTION 2.1 SECONDS.  THE DIRECTION TO THE
 MJ1235'BEACON MISSED THE 1964 DIRECTION 30.8 SECONDS.  THE 1964
 MJ1235'DESCRIPTION DID NOT STATE THE POINT INTERSECTED ON THE BEACON,
 MJ1235'THIS DATE THE SHAFT SUPPORTING THE BEACON WAS THE POINT
 MJ1235'INTERSECTED.  FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 MJ1235'
 MJ1235'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF BELLEVUE AND ON THE
 MJ1235'NORTH EDGE OF OFFUTT AIR FORCE BASE AND ON THE WEST SLOPE OF A HIGH
 MJ1235'KNOLL WHICH IS OCCUPIED BY A LARGE METAL AND BRICK BUILDING FOR THE
 MJ1235'FAA RAPCON.
 MJ1235'
 MJ1235'TO REACH THE STATION FROM BELLEVUE, NORTH ENTRANCE INTO OFFUTT AFB,
 MJ1235'PASS THROUGH THE GUARD GATE ENTRANCE, GO SOUTHWEST TO THE FIRST ROAD
 MJ1235'TO THE RIGHT, BEAR RIGHT AND GO WESTERLY, NORTH AND EASTERLY ON
 MJ1235'PAVED STREET THROUGH HOUSING AREA, KEEPING RIGHT FORKS TO TOP OF
 MJ1235'HILL AND A GATE IN A TALL CHAIN-LINK FENCE AROUND THE FAA RAPCON
 MJ1235'SITE, LEAVE THE ROAD GO SOUTHERLY ON SLOPE OF HILL ALONG WEST
 MJ1235'SIDE OF THE FENCE TO A POINT JUST WEST OF THE BUILDING MENTIONED
 MJ1235'ABOVE AND THE STATION AS DESCRIBED.
 MJ1235'
 MJ1235'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CROOK 2 1964
 MJ1235'1977, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH
 MJ1235'WITH THE GROUND SURFACE.  IT IS 94 FEET NORTH-NORTHWEST OF THE
 MJ1235'SOUTHWEST CORNER OF THE CHAIN-LINK FENCE, 42.5 FEET EAST OF A
 MJ1235'TELEPHONE POLE AND 16 FEET WEST OF THE FENCE.
 MJ1235'
 MJ1235'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED CROOK 2 1964,
 MJ1235'SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT THAT IS 28
 MJ1235'INCHES BELOW THE GROUND SURFACE.
 MJ1235'
 MJ1235'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CROOK 2 NO 3 1964, SET
 MJ1235'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 MJ1235'GROUND SURFACE.  IT IS 33 FEET WEST OF THE WEST SIDE OF THE
 MJ1235'CHAIN-LINK FENCE AND FROM POINT OF NORTH END OF PARKING GUARD RAIL
 MJ1235'INSIDE THE FENCED AREA.
 MJ1235'
 MJ1235'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CROOK 2 NO 4 1964, SET
 MJ1235'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 MJ1235'GROUND SURFACE.  IT IS 44 FEET WEST OF THE WEST SIDE OF THE
 MJ1235'CHAIN-LINK FENCE AND 2 FEET SOUTHWEST OF THE TELEPHONE POLE.
 MJ1235'
 MJ1235'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CROOK 2 1964 1977,
 MJ1235'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF CONCRETE
 MJ1235'FOUNDATION 4 FEET BY 4 FEET WITH AN IRON MANHOLE COVER 2 FEET IN
 MJ1235'DIAMETER IN THE CENTER.  IT IS 6.8 FEET NORTH OF THE NORTHWEST
 MJ1235'CORNER OF LARGE SERVICE BUILDING, ABOUT 100 FEET BY 400 FEET WITH
 MJ1235'CONTROL TOWER AT THE NORTHEAST CORNER AND AT SOUTH SIDE OF MAIN
 MJ1235'EAST-WEST RUNWAY (WEST PART OF THIS BUILDING IS KNOWN AS
 MJ1235'BUILDING NUMBER 1) AND 10 FEET NORTHWEST OF A WATER HYDRANT.
 MJ1235'
 MJ1235'TO REACH THE AZIMUTH MARK FROM THE STATION, TAKE ROADS THROUGH
 MJ1235'HOUSING AREAS AND AROUND WEST END OF AIR STRIP TO OPERATION CENTER
 MJ1235'BUILDING, GET PASS, THEN GO THROUGH GATE TO NORTHWEST CORNER OF
 MJ1235'SERVICE BUILDING NUMBER 1 AND THE AZIMUTH MARK AS DESCRIBED.
 MJ1235'
 MJ1235'NOTE--REBAR PLACED IN THE STATION MARK CONCRETE MONUMENT.
 MJ1235'
 MJ1235'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHWEST EDGE OF
 MJ1235'BELLEVUE.
 MJ1235
 MJ1235                          STATION RECOVERY (1984)
 MJ1235
 MJ1235'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (WW)
 MJ1235'CONCRETE MONUMENT RECOVERED BRASS DISK BROKEN OUT.
 MJ1235'
 MJ1235'APPARENT ERROR IN NORTH COORDINATES OF 1000 FEET BETWEEN VOIDA 1947
 MJ1235'AZ MK NO. 2 AND CROOK 2 (ERROR IS AT VOIDA AZ MK).
 MJ1235
 MJ1235                          STATION RECOVERY (1996)
 MJ1235
 MJ1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAO)
 MJ1235'STATE ADVISOR FOR NEBRASKA REPORTED THAT A LOCAL FIRM RECOVERED
 MJ1235'THIS MARK.  IT IS NOT KNOWN WHETHER THE SURFACE MARK OR THE
 MJ1235'UNDERGROUND MARK WAS RECOVERED.
 MJ1235
 MJ1235                          STATION RECOVERY (1999)
 MJ1235
 MJ1235'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (SS)
 MJ1235'THE MARK WAS RECOVERED THAT WILL BE DESTROYED BY A NEW HOUSING
 MJ1235'DEVELOPMENT FOR OFFUTT AIRFORCE BASE IN NOVEMBER 1999.  (NOTE-THIS
 MJ1235'PROBABLY THE ORIGINAL CROOK 2 SURFACE MARK SINCE IT IS RECESSED ABOUT
 MJ1235'2.5 FEET (0.8 M) BELOW THE GROUND SURFACE.  IN THAT CASE THE RESET
 MJ1235'MARK IS DESTROYED, AS CROOK 2 WILL BE.  IN ANY CASE NO MARKS WILL
 MJ1235'SURVIVE THE GRADE CUT THAT IS TO TAKE PLACE) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0140 ***********************************************************************
 NO0140  DESIGNATION -  CROOKSTON
 NO0140  PID         -  NO0140
 NO0140  STATE/COUNTY-  NE/CHERRY
 NO0140  USGS QUAD   -  CROOKSTON WEST (1985)
 NO0140
 NO0140                         *CURRENT SURVEY CONTROL
 NO0140  ___________________________________________________________________
 NO0140* NAD 83(1995)-  42 55 57.96366(N)    100 45 08.41950(W)     ADJUSTED  
 NO0140* NAVD 88     -       851.078  (meters)    2792.25   (feet)  ADJUSTED  
 NO0140  ___________________________________________________________________
 NO0140  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 NO0140  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 NO0140  DYNAMIC HT  -         850.737 (meters)    2791.13  (feet)  COMP
 NO0140  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 NO0140
 NO0140  HORZ ORDER  -  THIRD
 NO0140  VERT ORDER  -  FIRST     CLASS II
 NO0140
 NO0140.The horizontal coordinates were established by classical geodetic methods
 NO0140.and adjusted by the National Geodetic Survey in August 1997..
 NO0140
 NO0140.The orthometric height was determined by differential leveling
 NO0140.and adjusted by the National Geodetic Survey in June 1991..
 NO0140
 NO0140.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0140
 NO0140.The geoid height was determined by GEOID03.
 NO0140
 NO0140.The dynamic height is computed by dividing the NAVD 88
 NO0140.geopotential number by the normal gravity value computed on the
 NO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0140.degrees latitude (g = 980.6199 gals.).
 NO0140
 NO0140.The modeled gravity was interpolated from observed gravity values.
 NO0140
 NO0140;                    North         East     Units Scale Factor Converg.
 NO0140;SPC NE       -   344,419.567   438,589.353   MT  0.99996985   -0 29 54.9
 NO0140;SPC SD S     -    66,678.649   565,797.565   MT  0.99997794   -0 17 20.6
 NO0140;SPC SD S     -   218,761.53  1,856,287.51   sFT  0.99997794   -0 17 20.6
 NO0140;UTM  14      - 4,754,838.408   357,012.480   MT  0.99985153   -1 11 37.6
 NO0140
 NO0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0140!SPC NE       -   0.99986992  x   0.99996985  =   0.99983977
 NO0140!SPC SD S     -   0.99986992  x   0.99997794  =   0.99984786
 NO0140!UTM  14      -   0.99986992  x   0.99985153  =   0.99972147
 NO0140
 NO0140|---------------------------------------------------------------------|
 NO0140| PID    Reference Object                     Distance      Geod. Az  |
 NO0140|                                                           dddmmss.s |
 NO0140| NO0142 CROOKSTON RM 1                       35.093 METERS 17950     |
 NO0140| NO0139 S 1                                                1863051.8 |
 NO0140| NO0141 CROOKSTON RM 2                       10.051 METERS 28721     |
 NO0140|---------------------------------------------------------------------|
 NO0140
 NO0140                          SUPERSEDED SURVEY CONTROL
 NO0140
 NO0140  NAD 83(1986)-  42 55 57.96313(N)    100 45 08.43078(W) AD(       ) 3
 NO0140  NAD 27      -  42 55 57.94000(N)    100 45 06.92500(W) AD(       ) 3
 NO0140  NGVD 29 (??/??/92)  850.771  (m)         2791.24   (f) ADJ UNCH    1 2
 NO0140
 NO0140.Superseded values are not recommended for survey control.
 NO0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0140.See file dsdata.txt to determine how the superseded data were derived.
 NO0140
 NO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5701254838(NAD 83)
 NO0140_MARKER: DS = TRIANGULATION STATION DISK
 NO0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0140_STAMPING: CROOKSTON 1949
 NO0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0140+STABILITY: SURFACE MOTION
 NO0140
 NO0140  HISTORY     - Date     Condition        Report By
 NO0140  HISTORY     - 1949     MONUMENTED       CGS
 NO0140  HISTORY     - 1957     GOOD             NGS
 NO0140
 NO0140                          STATION DESCRIPTION
 NO0140
 NO0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0140'THE STATION IS LOCATED ABOUT 0.35 MILE NORTH OF THE CENTER OF
 NO0140'CROOKSTON AT THE FARM HOME OF CLARA GREER.  IT IS 59 FEET SOUTH
 NO0140'OF WINDMILL, 26 FEET SOUTH OF THE SOUTH END OF GATE, 4.5 FEET
 NO0140'NORTHEAST OF WITNESS POST AND 3 FEET EAST OF NORTH-SOUTH FENCE
 NO0140'LINE.  IT IS STAMPED CROOKSTON 1949 AND SET FLUSH WITH THE
 NO0140'SURFACE OF THE GROUND.
 NO0140'
 NO0140'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 60 FEET SOUTHEAST
 NO0140'OF THE SOUTHEAST CORNER OF BARN, 30 FEET NORTH OF CATTLE
 NO0140'LOADING CHUTES AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT
 NO0140'IS STAMPED CROOKSTON NO 1 1949 AND PROJECTS 1 INCH.
 NO0140'
 NO0140'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, IN
 NO0140'PASTURE SOUTHWEST OF THE HOUSE, 29 FEET WEST OF NORTH-SOUTH FENCE
 NO0140'LINE.  IT IS STAMPED CROOKSTON NO 2 1949 AND SET FLUSH WITH
 NO0140'THE SURFACE OF THE GROUND.
 NO0140'
 NO0140'BM S1 (USGS) WAS USED AS AN AZIMUTH MARK AND IS SOUTH OF THE
 NO0140'STATION, 52 FEET WEST OF NORTH-SOUTH STREET, 39 FEET SOUTH OF THE
 NO0140'SOUTH RAIL OF RAILROAD TRACKS, 6 FEET WEST-NORTHWEST OF
 NO0140'TELEPHONE POLE AND 2 FEET WEST-NORTHWEST OF WITNESS POST.  IT
 NO0140'IS A STANDARD USGS BENCH MARK DISK, STAMPED S1 1947 2674, SET
 NO0140'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 NO0140'
 NO0140'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTH END OF
 NO0140'MAIN STREET AND U.S. HIGHWAY 20 IN CROOKSTON, GO NORTH ON
 NO0140'MAIN STREET FOR 0.05 MILE TO THE AZIMUTH MARK JUST SOUTH
 NO0140'OF RAILROAD TRACKS AS DESCRIBED, CONTINUE NORTH ON MAIN STREET
 NO0140'FOR 0.5 MILE TO DRIVEWAY ON THE LEFT, TURN LEFT INTO DRIVEWAY
 NO0140'AND GO WEST FOR 0.05 MILE TO WINDMILL AND GATE INTO PASTURE
 NO0140'WITH STATION JUST SOUTH AS DESCRIBED.
 NO0140'
 NO0140'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0140
 NO0140                          STATION RECOVERY (1957)
 NO0140
 NO0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NO0140'0.3 MI N FROM CROOKSTON.
 NO0140'ABOUT 0.3 MILE NORTH ALONG A DIRT STREET FROM THE POST OFFICE
 NO0140'AT CROOKSTON, IN SECTION 8, T. 34 N., R. 29 W., AT A RANCH HOME
 NO0140'ON THE CREST OF A HILL, 249 FEET WEST OF THE CENTER LINE OF THE
 NO0140'ROAD, 95 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 NO0140'49 FEET SOUTH OF THE SOUTHWEST LEG OF A WINDMILL, 4 FEET EAST OF A
 NO0140'FENCE LINE, 4 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST AND IN
 NO0140'THE TOP OF A CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE
 NO0140'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0142 ***********************************************************************
 NO0142  DESIGNATION -  CROOKSTON RM 1
 NO0142  PID         -  NO0142
 NO0142  STATE/COUNTY-  NE/CHERRY
 NO0142  USGS QUAD   -  CROOKSTON WEST (1985)
 NO0142
 NO0142                         *CURRENT SURVEY CONTROL
 NO0142  ___________________________________________________________________
 NO0142* NAD 83(1986)-  42 55 56.     (N)    100 45 07.     (W)     SCALED    
 NO0142* NAVD 88     -       848.013  (meters)    2782.19   (feet)  ADJUSTED  
 NO0142  ___________________________________________________________________
 NO0142  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 NO0142  DYNAMIC HT  -         847.674 (meters)    2781.08  (feet)  COMP
 NO0142  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 NO0142
 NO0142  VERT ORDER  -  FIRST     CLASS II
 NO0142
 NO0142.The horizontal coordinates were scaled from a topographic map and have
 NO0142.an estimated accuracy of +/- 6 seconds.
 NO0142
 NO0142.The orthometric height was determined by differential leveling
 NO0142.and adjusted by the National Geodetic Survey in June 1991..
 NO0142
 NO0142.The geoid height was determined by GEOID03.
 NO0142
 NO0142.The dynamic height is computed by dividing the NAVD 88
 NO0142.geopotential number by the normal gravity value computed on the
 NO0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0142.degrees latitude (g = 980.6199 gals.).
 NO0142
 NO0142.The modeled gravity was interpolated from observed gravity values.
 NO0142
 NO0142;                    North         East    Units  Estimated Accuracy
 NO0142;SPC NE       -   344,360.      438,620.      MT  (+/- 180 meters Scaled)
 NO0142
 NO0142                          SUPERSEDED SURVEY CONTROL
 NO0142
 NO0142  NGVD 29 (??/??/92)  847.707  (m)         2781.19   (f) ADJ UNCH    1 2
 NO0142
 NO0142.Superseded values are not recommended for survey control.
 NO0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0142.See file dsdata.txt to determine how the superseded data were derived.
 NO0142
 NO0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN570547(NAD 83)
 NO0142_MARKER: DR = REFERENCE MARK DISK
 NO0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0142_STAMPING: CROOKSTON NO 1 1949
 NO0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0142+STABILITY: SURFACE MOTION
 NO0142
 NO0142  HISTORY     - Date     Condition        Report By
 NO0142  HISTORY     - 1949     MONUMENTED       CGS
 NO0142  HISTORY     - 1957     GOOD             NGS
 NO0142
 NO0142                          STATION DESCRIPTION
 NO0142
 NO0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0142'0.3 MI N FROM CROOKSTON.
 NO0142'ABOUT 0.3 MILE NORTH ALONG A DIRT STREET FROM THE POST OFFICE AT
 NO0142'CROOKSTON, AT A RANCH HOUSE ON THE CREST OF A HILL, IN SECTION
 NO0142'8, T. 34 N., R. 29 W., 115.2 FEET SOUTH OF THE STATION MARK, 50
 NO0142'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BARN, 31
 NO0142'FEET NORTH OF THE NORTHWEST CORNER OF A CATTLE LOADING CHUTE,
 NO0142'1/2 FOOT EAST OF A FENCE LINE AND IN THE TOP OF A CONCRETE POST
 NO0142'WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0141 ***********************************************************************
 NO0141  DESIGNATION -  CROOKSTON RM 2
 NO0141  PID         -  NO0141
 NO0141  STATE/COUNTY-  NE/CHERRY
 NO0141  USGS QUAD   -  CROOKSTON WEST (1985)
 NO0141
 NO0141                         *CURRENT SURVEY CONTROL
 NO0141  ___________________________________________________________________
 NO0141* NAD 83(1986)-  42 55 56.     (N)    100 45 04.     (W)     SCALED    
 NO0141* NAVD 88     -       851.211  (meters)    2792.68   (feet)  ADJUSTED  
 NO0141  ___________________________________________________________________
 NO0141  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 NO0141  DYNAMIC HT  -         850.870 (meters)    2791.56  (feet)  COMP
 NO0141  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 NO0141
 NO0141  VERT ORDER  -  FIRST     CLASS II
 NO0141
 NO0141.The horizontal coordinates were scaled from a topographic map and have
 NO0141.an estimated accuracy of +/- 6 seconds.
 NO0141
 NO0141.The orthometric height was determined by differential leveling
 NO0141.and adjusted by the National Geodetic Survey in June 1991..
 NO0141
 NO0141.The geoid height was determined by GEOID03.
 NO0141
 NO0141.The dynamic height is computed by dividing the NAVD 88
 NO0141.geopotential number by the normal gravity value computed on the
 NO0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0141.degrees latitude (g = 980.6199 gals.).
 NO0141
 NO0141.The modeled gravity was interpolated from observed gravity values.
 NO0141
 NO0141;                    North         East    Units  Estimated Accuracy
 NO0141;SPC NE       -   344,360.      438,690.      MT  (+/- 180 meters Scaled)
 NO0141
 NO0141                          SUPERSEDED SURVEY CONTROL
 NO0141
 NO0141  NGVD 29 (??/??/92)  850.904  (m)         2791.67   (f) ADJ UNCH    1 2
 NO0141
 NO0141.Superseded values are not recommended for survey control.
 NO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0141.See file dsdata.txt to determine how the superseded data were derived.
 NO0141
 NO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN571547(NAD 83)
 NO0141_MARKER: DR = REFERENCE MARK DISK
 NO0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0141_STAMPING: CROOKSTON NO 2 1949
 NO0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0141+STABILITY: SURFACE MOTION
 NO0141
 NO0141  HISTORY     - Date     Condition        Report By
 NO0141  HISTORY     - 1949     MONUMENTED       CGS
 NO0141  HISTORY     - 1957     GOOD             NGS
 NO0141
 NO0141                          STATION DESCRIPTION
 NO0141
 NO0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0141'0.3 MI N FROM CROOKSTON.
 NO0141'ABOUT 0.3 MILE NORTH ALONG A DIRT STREET FROM THE POST OFFICE AT
 NO0141'CROOKSTON, IN SECTION 8, T. 34 N., R. 29 W., AT A RANCH HOME
 NO0141'ON THE CREST OF A HILL, 112 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 NO0141'OF THE HOUSE, 54 FEET SOUTHWEST OF THE SOUTHWEST LEG OF A WINDMILL,
 NO0141'33 FEET WEST-NORTHWEST OF THE STATION MARK, 28 FEET WEST OF A
 NO0141'FENCE LINE, ABOUT LEVEL WITH THE STATION AND IN THE TOP OF A
 NO0141'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1145 ***********************************************************************
 LG1145  DESIGNATION -  CROSS AZ MK 2
 LG1145  PID         -  LG1145
 LG1145  STATE/COUNTY-  NE/LANCASTER
 LG1145  USGS QUAD   -  BENNET (1972)
 LG1145
 LG1145                         *CURRENT SURVEY CONTROL
 LG1145  ___________________________________________________________________
 LG1145* NAD 83(1995)-  40 42 59.59256(N)    096 35 02.25001(W)     ADJUSTED  
 LG1145* NAVD 88     -       442.086  (meters)    1450.41   (feet)  ADJUSTED  
 LG1145  ___________________________________________________________________
 LG1145  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 LG1145  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 LG1145  DYNAMIC HT  -         441.892 (meters)    1449.77  (feet)  COMP
 LG1145  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 LG1145
 LG1145  HORZ ORDER  -  THIRD
 LG1145  VERT ORDER  -  FIRST     CLASS II
 LG1145
 LG1145.The horizontal coordinates were established by classical geodetic methods
 LG1145.and adjusted by the National Geodetic Survey in August 1997..
 LG1145.No horizontal observational check was made to the station.
 LG1145
 LG1145.The orthometric height was determined by differential leveling
 LG1145.and adjusted by the National Geodetic Survey in May 1993..
 LG1145
 LG1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1145
 LG1145.The geoid height was determined by GEOID03.
 LG1145
 LG1145.The dynamic height is computed by dividing the NAVD 88
 LG1145.geopotential number by the normal gravity value computed on the
 LG1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1145.degrees latitude (g = 980.6199 gals.).
 LG1145
 LG1145.The modeled gravity was interpolated from observed gravity values.
 LG1145
 LG1145;                    North         East     Units Scale Factor Converg.
 LG1145;SPC NE       -   103,762.552   788,490.567   MT  0.99975272   +2 15 49.7
 LG1145;UTM  14      - 4,510,100.146   704,069.904   MT  1.00011261   +1 34 35.6
 LG1145
 LG1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1145!SPC NE       -   0.99993472  x   0.99975272  =   0.99968746
 LG1145!UTM  14      -   0.99993472  x   1.00011261  =   1.00004733
 LG1145
 LG1145                          SUPERSEDED SURVEY CONTROL
 LG1145
 LG1145  NAD 83(1986)-  40 42 59.60094(N)    096 35 02.24929(W) AD(       ) 3
 LG1145  NAD 27      -  40 42 59.60324(N)    096 35 01.20093(W) AD(       ) 3
 LG1145
 LG1145.Superseded values are not recommended for survey control.
 LG1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1145.See file dsdata.txt to determine how the superseded data were derived.
 LG1145
 LG1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0407010100(NAD 83)
 LG1145_MARKER: DZ = AZIMUTH MARK DISK
 LG1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1145_SP_SET: CONCRETE POST
 LG1145_STAMPING: CROSS 1947 1977
 LG1145_MARK LOGO: CGS   
 LG1145_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1145+STABILITY: SURFACE MOTION
 LG1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1145+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG1145
 LG1145  HISTORY     - Date     Condition        Report By
 LG1145  HISTORY     - 1977     MONUMENTED       NGS
 LG1145  HISTORY     - 19911023 GOOD             NGS
 LG1145
 LG1145                          STATION DESCRIPTION
 LG1145
 LG1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1145'10.3 KM (6.40 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1145'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 0.5 KM (0.30
 LG1145'MI) SOUTHERLY ALONG SOUTH 91ST STREET, THENCE 1.5 KM (0.95 MI)
 LG1145'SOUTHEASTERLY ALONG BREAGAN ROAD, 15.0 M (49.2 FT) NORTHEAST OF THE
 LG1145'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 9.7 M (31.8 FT)
 LG1145'SOUTHWEST OF THE ROAD CENTER, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 LG1145'ROAD, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS
 LG1145'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1139 ***********************************************************************
 LG1139  DESIGNATION -  CROSS RESET
 LG1139  PID         -  LG1139
 LG1139  STATE/COUNTY-  NE/LANCASTER
 LG1139  USGS QUAD   -  BENNET (1972)
 LG1139
 LG1139                         *CURRENT SURVEY CONTROL
 LG1139  ___________________________________________________________________
 LG1139* NAD 83(1995)-  40 42 43.86636(N)    096 34 37.80050(W)     ADJUSTED  
 LG1139* NAVD 88     -       445.174  (meters)    1460.54   (feet)  ADJUSTED  
 LG1139  ___________________________________________________________________
 LG1139  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 LG1139  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG1139  DYNAMIC HT  -         444.979 (meters)    1459.90  (feet)  COMP
 LG1139  MODELED GRAV-     980,171.2   (mgal)                       NAVD 88
 LG1139
 LG1139  HORZ ORDER  -  FIRST
 LG1139  VERT ORDER  -  FIRST     CLASS II
 LG1139
 LG1139.The horizontal coordinates were established by classical geodetic methods
 LG1139.and adjusted by the National Geodetic Survey in August 1997..
 LG1139
 LG1139.The orthometric height was determined by differential leveling
 LG1139.and adjusted by the National Geodetic Survey in May 1993..
 LG1139
 LG1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1139
 LG1139.The geoid height was determined by GEOID03.
 LG1139
 LG1139.The dynamic height is computed by dividing the NAVD 88
 LG1139.geopotential number by the normal gravity value computed on the
 LG1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1139.degrees latitude (g = 980.6199 gals.).
 LG1139
 LG1139.The modeled gravity was interpolated from observed gravity values.
 LG1139
 LG1139;                    North         East     Units Scale Factor Converg.
 LG1139;SPC NE       -   103,300.633   789,083.019   MT  0.99975376   +2 16 05.9
 LG1139;UTM  14      - 4,509,630.984   704,656.985   MT  1.00011557   +1 34 51.1
 LG1139
 LG1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1139!SPC NE       -   0.99993424  x   0.99975376  =   0.99968802
 LG1139!UTM  14      -   0.99993424  x   1.00011557  =   1.00004980
 LG1139
 LG1139|---------------------------------------------------------------------|
 LG1139| PID    Reference Object                     Distance      Geod. Az  |
 LG1139|                                                           dddmmss.s |
 LG1139| CL6329 CROSS RM 1                           20.561 METERS 04500     |
 LG1139| LG1144 CROSS RM 3                           46.471 METERS 09804     |
 LG1139| LG1138 BENNET MUNICIPAL TANK               APPROX. 6.6 KM 1185327.2 |
 LG1139| CL6330 CROSS RM 2                           25.156 METERS 13551     |
 LG1139| LG1360 CROSS RM 4                                         20658     |
 LG1139| CL6328 CROSS AZ MK                                        3092836.0 |
 LG1139| LG1145 CROSS AZ MK 2                       APPROX. 0.8 KM 3101239.0 |
 LG1139| LG1142 CHENEY ST MARYS CATHOLIC CH         APPROX. 2.2 KM 3153728.1 |
 LG1139|---------------------------------------------------------------------|
 LG1139
 LG1139                          SUPERSEDED SURVEY CONTROL
 LG1139
 LG1139  NAD 83(1986)-  40 42 43.87471(N)    096 34 37.79981(W) AD(       ) 1
 LG1139  NAD 27      -  40 42 43.87700(N)    096 34 36.75200(W) AD(       ) 1
 LG1139
 LG1139.Superseded values are not recommended for survey control.
 LG1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1139.See file dsdata.txt to determine how the superseded data were derived.
 LG1139
 LG1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0465709631(NAD 83)
 LG1139_MARKER: DS = TRIANGULATION STATION DISK
 LG1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1139_SP_SET: CONCRETE POST
 LG1139_STAMPING: CROSS RESET 1947 1977
 LG1139_MARK LOGO: NGS   
 LG1139_PROJECTION: PROJECTING 8 CENTIMETERS
 LG1139_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LG1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1139+STABILITY: SURFACE MOTION
 LG1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1139+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2001
 LG1139
 LG1139  HISTORY     - Date     Condition        Report By
 LG1139  HISTORY     - 1977     MONUMENTED       CGS
 LG1139  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LG1139  HISTORY     - 1991     GOOD             NGS
 LG1139  HISTORY     - 19911023 GOOD             NGS
 LG1139  HISTORY     - 20010905 GOOD             NEDR
 LG1139
 LG1139                          STATION DESCRIPTION
 LG1139
 LG1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1977 (RLE)
 LG1139'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTHEAST OF CHENEY, ON THE
 LG1139'RIGHT-OF-WAY OF STATE HIGHWAY 2.  IT IS 40.5 FEET SOUTHWEST OF THE
 LG1139'CENTER OF STATE HIGHWAY 2, 54 FEET NORTHWEST OF THE CENTER OF AN
 LG1139'EAST-WEST DIRT ROAD AND 40 FEET NORTHEAST OF THE NORTH RAIL OF THE
 LG1139'RAILROAD TRACKS.  IT IS STAMPED CROSS 1947 AND IS FLUSH WITH THE
 LG1139'SURFACE OF THE GROUND.
 LG1139'
 LG1139'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY AND 26 FEET NORTHEAST
 LG1139'OF THE CENTER OF STATE HIGHWAY 2, 17 FEET SOUTHEAST OF A TELEPHONE
 LG1139'POLE AND 2 FEET NORTHWEST OF A 4-INCH SQUARE WHITE WOODEN WITNESS
 LG1139'POST PROJECTING 2 FEET.  IT IS STAMPED CROSS NO 1 1947 AND
 LG1139'PROJECTS 4 INCHES.
 LG1139'
 LG1139'REFERENCE MARK NO. 2 IS ON THE RAILROAD RIGHT-OF-WAY AND 30 FEET
 LG1139'NORTHEAST OF THE NORTH RAIL OF THE RAILROAD TRACKS, 30 FEET
 LG1139'SOUTHEAST OF THE CENTER OF AN EAST-WEST DIRT ROAD AND 9 FEET
 LG1139'SOUTHWEST OF A NORTH-SOUTH TRACK ROAD.  IT IS STAMPED CROSS NO 2
 LG1139'1947 AND PROJECTS 6 INCHES.
 LG1139'
 LG1139'THE AZIMUTH MARK IS ON THE RAILROAD RIGHT-OF-WAY AND 23 FEET
 LG1139'NORTHEAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 58 FEET SOUTHWEST
 LG1139'OF THE CENTER OF STATE HIGHWAY 2, 5 FEET SOUTHWEST OF A TELEPHONE
 LG1139'POLE AND 1 FOOT SOUTHEAST OF A 4-INCH SQUARE WHITE WOODEN WITNESS
 LG1139'POST PROJECTING 2 FEET.  IT IS STAMPED CROSS 1947 AND PROJECTS 6
 LG1139'INCHES.
 LG1139'
 LG1139'TO REACH THE STATION FROM THE GRAIN ELEVATOR AT THE SOUTH EDGE OF
 LG1139'CHENEY, GO SOUTHEAST ON STATE HIGHWAY 2 FOR 0.75 MILE TO THE AZIMUTH
 LG1139'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.45 MILE SOUTHEAST
 LG1139'TO THE STATION AS DESCRIBED.
 LG1139'
 LG1139'A 47 FOOT SIGNAL AT DOUGLAS IS VISIBLE AT 30 FEET.
 LG1139'
 LG1139'A 74 FOOT SIGNAL AT LONE STAR IS V.G.
 LG1139'
 LG1139'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 40 FEET.
 LG1139'
 LG1139'A 74 FOOT SIGNAL AT CHENEY IS V.G.
 LG1139'
 LG1139'A 74 FOOT SIGNAL AT VET IS V.G.
 LG1139'
 LG1139'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG1139
 LG1139                          STATION RECOVERY (1977)
 LG1139
 LG1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LG1139'THE UNDERGROUND STATION MARK WAS RECOVERED AND FOUND IN GOOD
 LG1139'CONDITION.  THE SURFACE STATION MARK WAS FOUND TILTED OUT OF
 LG1139'POSITION.  REFERENCE MARK 1 WAS FOUND LYING ON TOP THE GROUND IN A
 LG1139'FENCELINE.  REFERENCE MARK 2 WAS NOT FOUND AND IT IS BELIEVED IT
 LG1139'WAS DESTROYED ROAD CONSTRUCTION.  THE AZIMUTH MARK WAS FOUND LYING
 LG1139'ON TOP THE GROUND AT EDGE OF A CUT BANK BETWEEN THE ROAD AND
 LG1139'RAILROAD TRACK.  A NEW SURFACE STATION MARK WAS SET DIRECTLY
 LG1139'ABOVE THE UNDERGROUND STATION MARK AND REFERENCE MARKS 3 AND
 LG1139'4 AND A NEW AZIMUTH MARK WERE ESTABLISHED.  A POLARIS OBSERVATION WAS
 LG1139'MADE THE 6/19/77 FOR DIRECTION TO THE AZIMUTH MARK.
 LG1139'
 LG1139'A NEW COMPLETE DESCRIPTION FOLLOWS--
 LG1139'
 LG1139'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTHEAST OF CHENEY, ON THE
 LG1139'RIGHT-OF-WAY OF OLD HIGHWAY 2.
 LG1139'
 LG1139'TO REACH THE STATION FROM THE INTERSECTION OF SHOWERS STREET AND
 LG1139'FOURTH STREET AT THE GRAIN ELEVATOR IN CHENEY, GO EASTERLY ON FOURTH
 LG1139'STREET (OLD HIGHWAY 2) FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 LG1139'RIGHT, CONTINUE EASTERLY ON OLD HIGHWAY 2 FOR 0.45 MILE TO A SIDE
 LG1139'ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 LG1139'
 LG1139'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CROSS 1947 1977,
 LG1139'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 4 INCHES
 LG1139'BELOW THE GROUND SURFACE.  IT IS 65 FEET NORTHWEST OF THE
 LG1139'INTERSECTION OF THE RAILROAD TRACK AND A GRAVELED ROAD, 55 FEET WEST
 LG1139'OF THE CENTER OF A GRAVELED ROAD BEARING SOUTHERLY, 42 FEET NORTH OF
 LG1139'THE NORTH RAIL OF THE RAILROAD TRACK AT A SPLICE AND 3 FEET WEST OF
 LG1139'A METAL WITNESS POST.  THE UNDERGROUND DISK IS STAMPED CROSS 1947,
 LG1139'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 LG1139'SURFACE.
 LG1139'
 LG1139'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1139'CROSS 1947 NO 3 1977 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG1139'84.2 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE HOUSE,
 LG1139'66 FEET EAST OF A PROJECTED LINE NORTH FROM THE GRAVELED ROAD
 LG1139'BEARING SOUTHERLY, 34 FEET NORTH OF THE CENTER OF OLD HIGHWAY 2 AND
 LG1139'3 FEET WEST OF A POWER POLE.
 LG1139'
 LG1139'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1139'CROSS 1947 NO 4 1977 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG1139'57 FEET SOUTHWEST OF THE INTERSECTION OF THE RAILROAD TRACK AND THE
 LG1139'GRAVELED ROAD, 45 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 LG1139'TRACK, 24 FEET WEST OF THE GRAVELED ROAD FROM A POINT INLINE WITH
 LG1139'FENCE BEARING EASTERLY, 2.5 FEET NORTH OF A POWER POLE AND 1
 LG1139'FOOT WEST OF A METAL WITNESS POST.
 LG1139'
 LG1139'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, CROSS 1947 1977, SET IN
 LG1139'THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 LG1139'GROUND SURFACE.  IT IS 57.2 FEET NORTH OF SPLICE IN RAIL IN NORTH
 LG1139'RAIL OF RAILROAD TRACK, 32 FEET SOUTH OF THE CENTER OF OLD HIGHWAY
 LG1139'2, 2 FEET NORTH OF A METAL WITNESS POST AND ACROSS THE ROAD FROM A
 LG1139'LARGE CLUMP OF BRUSH IN A FENCELINE.
 LG1139'
 LG1139'NOTE--REBAR PLACED IN THE STATION MARK AND AZIMUTH MARK CONCRETE.
 LG1139'
 LG1139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES SOUTHEAST
 LG1139'OF CHENEY.
 LG1139
 LG1139                          STATION RECOVERY (1991)
 LG1139
 LG1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1139'RECOVERED IN GOOD CONDITION.
 LG1139
 LG1139                          STATION RECOVERY (1991)
 LG1139
 LG1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1139'10.3 KM (6.40 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1139'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 0.5 KM (0.30
 LG1139'MI) SOUTHERLY ALONG SOUTH 91ST STREET, THENCE 2.2 KM (1.35 MI)
 LG1139'SOUTHEASTERLY ALONG BREAGAN ROAD, 46.3 M (151.9 FT) WEST OF REFERENCE
 LG1139'MARK 3, 27.8 M (91.2 FT) NORTH-NORTHEAST OF REFERENCE MARK 4, 16.8 M
 LG1139'(55.1 FT) NORTHWEST OF THE CENTER OF ROKEBY ROAD, 12.4 M (40.7 FT)
 LG1139'SOUTHWEST OF THE ROAD CENTER, 12.2 M (40.0 FT) NORTHEAST OF THE NEAR
 LG1139'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 0.9 M (3.0 FT) NORTHWEST OF
 LG1139'A WITNESS POST, 0.8 M (2.6 FT) SOUTHEAST OF A WITNESS POST, 0.3 M
 LG1139'(1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.05
 LG1139'M (0.16 FT) ABOVE THE GROUND SURFACE.
 LG1139
 LG1139                          STATION RECOVERY (2001)
 LG1139
 LG1139'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DM)
 LG1139'THE STATION IS LOCATED ABOUT 1.2 MILES SE OF CHENEY, NE.
 LG1139' 
 LG1139'TO REACH THE STATION FROM THE STATE HWY. 2 AND STATE HW. 43
 LG1139'INTERCHANGE 2 MILES NORTH  OF BENNET, NE. GO WEST ON STATE HWY. 2 FOR
 LG1139'APPROX. 3.0 MILES, TURN LEFT (SOUTH) AND THEN  IMMEDIATELY RIGHT
 LG1139'(WEST) ON TO ROKEBY ROAD, CONTINUE WEST ON ROKEBY ROAD FOR APPROX.
 LG1139'0.85 MILES TO BREAGAN ROAD, TURN RIGHT ON BREAGAN ROAD AND GO APPROX.
 LG1139'100 FEET TO THE  MARK ON THE LEFT.
 LG1139' 
 LG1139'THE MARK IS NEAR THE SOUTH QUARTER CORNER OF SECTION 25, T-9-N, R-7-E.
 LG1139'THE STATION IS 151.9 FEET WEST OF REFERENCE MARK 3, 3 FEET NW OF
 LG1139'WITNESS POST, 2.6 FEET  SE OF WITNESS POST, 40 FEET NE. OF NEAR RAIL
 LG1139'OF BURLINGTON NORTHERN RAILROAD, 91.2 FEET  NE OF REFERENCE MARK 4.
 LG1139' 
 LG1139'REBAR WAS PLACED IN STATION AND AZIMUTH MARK WHEN THEY WERE REST BY
 LG1139'NGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1144 ***********************************************************************
 LG1144  DESIGNATION -  CROSS RM 3
 LG1144  PID         -  LG1144
 LG1144  STATE/COUNTY-  NE/LANCASTER
 LG1144  USGS QUAD   -  BENNET (1972)
 LG1144
 LG1144                         *CURRENT SURVEY CONTROL
 LG1144  ___________________________________________________________________
 LG1144* NAD 83(1995)-  40 42 43.65503(N)    096 34 35.84023(W)     ADJUSTED  
 LG1144* NAVD 88     -       445.     (meters)    1460.     (feet)  SCALED    
 LG1144  ___________________________________________________________________
 LG1144  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LG1144  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG1144
 LG1144  HORZ ORDER  -  THIRD
 LG1144
 LG1144.The horizontal coordinates were established by classical geodetic methods
 LG1144.and adjusted by the National Geodetic Survey in August 1997..
 LG1144.No horizontal observational check was made to the station.
 LG1144
 LG1144.The orthometric height was scaled from a topographic map.
 LG1144
 LG1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1144
 LG1144.The geoid height was determined by GEOID03.
 LG1144
 LG1144;                    North         East     Units Scale Factor Converg.
 LG1144;SPC NE       -   103,295.942   789,129.242   MT  0.99975378   +2 16 07.2
 LG1144;UTM  14      - 4,509,625.737   704,703.164   MT  1.00011580   +1 34 52.4
 LG1144
 LG1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1144!SPC NE       -   0.99993425  x   0.99975378  =   0.99968805
 LG1144!UTM  14      -   0.99993425  x   1.00011580  =   1.00005005
 LG1144
 LG1144                          SUPERSEDED SURVEY CONTROL
 LG1144
 LG1144  NAD 83(1986)-  40 42 43.66337(N)    096 34 35.83953(W) AD(       ) 3
 LG1144  NAD 27      -  40 42 43.66568(N)    096 34 34.79179(W) AD(       ) 3
 LG1144
 LG1144.Superseded values are not recommended for survey control.
 LG1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1144.See file dsdata.txt to determine how the superseded data were derived.
 LG1144
 LG1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0470309626(NAD 83)
 LG1144_MARKER: DR = REFERENCE MARK DISK
 LG1144_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LG1144+WITH SETTING: INFORMATION.
 LG1144_SP_SET: METAL ROD DRIVEN INTO GROUND
 LG1144_STAMPING: CROSS 1947 NO 3 1977
 LG1144_MARK LOGO: NGS   
 LG1144_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1144+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG1144
 LG1144  HISTORY     - Date     Condition        Report By
 LG1144  HISTORY     - 1977     MONUMENTED       NGS
 LG1144  HISTORY     - 19911023 GOOD             NGS
 LG1144
 LG1144                          STATION DESCRIPTION
 LG1144
 LG1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1144'10.3 KM (6.40 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1144'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, THENCE 0.5 KM (0.30
 LG1144'MI) SOUTHERLY ALONG SOUTH 91ST STREET, THENCE 2.2 KM (1.35 MI)
 LG1144'SOUTHEASTERLY ALONG BREAGAN ROAD, 46.6 M (152.9 FT) EAST OF
 LG1144'TRIANGULATION CROSS RESET, 25.7 M (84.3 FT) SOUTH-SOUTHEAST OF THE
 LG1144'SOUTH CORNER OF A HOUSE, 19.7 M (64.6 FT) SOUTHEAST OF THE EXTENDED
 LG1144'CENTER OF ROKEBY ROAD, 10.3 M (33.8 FT) NORTHEAST OF THE ROAD CENTER,
 LG1144'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.7 M (2.3 FT)
 LG1144'NORTHWEST OF A UTILITY POLE.  ROD IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0564 ***********************************************************************
 MN0564  DESIGNATION -  CRPM 1
 MN0564  PID         -  MN0564
 MN0564  STATE/COUNTY-  NE/CHEYENNE
 MN0564  USGS QUAD   -  POTTER SE (1972)
 MN0564
 MN0564                         *CURRENT SURVEY CONTROL
 MN0564  ___________________________________________________________________
 MN0564* NAD 83(1995)-  41 00 39.65274(N)    103 15 06.82278(W)     ADJUSTED  
 MN0564* NAVD 88     -      1391.     (meters)    4564.     (feet)  SCALED    
 MN0564  ___________________________________________________________________
 MN0564  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 MN0564  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 MN0564
 MN0564  HORZ ORDER  -  THIRD
 MN0564
 MN0564.The horizontal coordinates were established by classical geodetic methods
 MN0564.and adjusted by the National Geodetic Survey in August 1997..
 MN0564
 MN0564.The orthometric height was scaled from a topographic map.
 MN0564
 MN0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0564
 MN0564.The geoid height was determined by GEOID03.
 MN0564
 MN0564;                    North         East     Units Scale Factor Converg.
 MN0564;SPC NE       -   135,896.065   226,594.477   MT  0.99969565   -2 09 18.1
 MN0564;UTM  13      - 4,541,451.547   646,997.023   MT  0.99986595   +1 08 50.3
 MN0564
 MN0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0564!SPC NE       -   0.99978495  x   0.99969565  =   0.99948066
 MN0564!UTM  13      -   0.99978495  x   0.99986595  =   0.99965092
 MN0564
 MN0564:                Primary Azimuth Mark                     Grid Az
 MN0564:SPC NE       -  PEETZ MUNICIPAL TANK                     115 51 49.2
 MN0564:UTM  13      -  PEETZ MUNICIPAL TANK                     112 33 40.8
 MN0564
 MN0564|---------------------------------------------------------------------|
 MN0564| PID    Reference Object                     Distance      Geod. Az  |
 MN0564|                                                           dddmmss.s |
 MN0564| LK0616 PEETZ MUNICIPAL TANK                APPROX.13.0 KM 1134231.1 |
 MN0564| MN0561 COLONEB                             APPROX. 4.3 KM 2593635.4 |
 MN0564|---------------------------------------------------------------------|
 MN0564
 MN0564                          SUPERSEDED SURVEY CONTROL
 MN0564
 MN0564  NAD 83(1995)-  41 00 39.64760(N)    103 15 06.82726(W) AD(       ) 3
 MN0564  NAD 83(1995)-  41 00 39.64744(N)    103 15 06.82672(W) AD(       ) 3
 MN0564  NAD 83(1986)-  41 00 39.64430(N)    103 15 06.82646(W) AD(       ) 3
 MN0564  NAD 27      -  41 00 39.69943(N)    103 15 05.08245(W) AD(       ) 3
 MN0564
 MN0564.Superseded values are not recommended for survey control.
 MN0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0564.See file dsdata.txt to determine how the superseded data were derived.
 MN0564
 MN0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4699741452(NAD 83)
 MN0564_MARKER: DD = SURVEY DISK
 MN0564_SETTING: 0 = UNSPECIFIED SETTING
 MN0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0564
 MN0564  HISTORY     - Date     Condition        Report By
 MN0564  HISTORY     - 1948     MONUMENTED       USGS
 MN0564
 MN0564                          STATION DESCRIPTION
 MN0564
 MN0564'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MN0564'STATION IS LOCATED IN A FIELD LINE, ON TOP OF A HILL, W. OF A RD.
 MN0564'N-S., ABOUT 7.5 MI. W. OF PEETZ, COLORAOD, ABOUT 0.5 MI. N. OF
 MN0564'THE COLORADO-NEBRASKA STATE LINE.
 MN0564'
 MN0564'TO REACH STATION FROM THE POST OFFICE AT PEETZ, COLORADO, GO W. ALONG
 MN0564'COUNTY RD. ABOUT 6.0 MI. TO CROSSROADS, TURN RIGHT (N.) GO ABOUT 2.0
 MN0564'MI. N. TO CROSSROADS, TURN LEFT (W.) GO ABOUT 1.0 MI. W. TO
 MN0564'CROSSROADS, TURN RIGHT (N.) GO ABOUT 1.2 MI. N. TO A FENCE CORNER ON
 MN0564'THE E. SIDE OF THE RD., LEAVE RD. AND GO W. ABOUT 0.1 MI. ALONG FIELD
 MN0564'LINE TO TOP OF HILL AND STATION SITE.
 MN0564'
 MN0564'STATION MARK--STANDARD TABLET, STAMPED ---CRPM-1---, SET IN THE
 MN0564'TOP OF CONCRETE POST.
 MN0564'
 MN0564'REFERENCE MARK NO. 1--A CHISELED ARROW, IN THE CONCRETE FLOOR OF AN
 MN0564'OLD HOUSE SITE, ABOUT 504 FT. NE. OF THE STATION, S 68 DEG 42 MIN W.
 MN0564'
 MN0564'REFERENCE MARK NO. 2--A 3/8 IN. STEEL ROD, DRIVEN IN GROUND IN THE
 MN0564'FIELD LINE, ABOUT 40 FT. E. OF THE STATION, N 87 DEG 17 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4155 ***********************************************************************
 AB4155  SACS        -  This is a Secondary Airport Control Station.
 AB4155  DESIGNATION -  CSB A
 AB4155  PID         -  AB4155
 AB4155  STATE/COUNTY-  NE/FURNAS
 AB4155  USGS QUAD   -  CAMBRIDGE (1983)
 AB4155
 AB4155                         *CURRENT SURVEY CONTROL
 AB4155  ___________________________________________________________________
 AB4155* NAD 83(1995)-  40 18 38.97410(N)    100 09 49.77063(W)     ADJUSTED  
 AB4155* NAVD 88     -       738.39   (meters)    2422.5    (feet)  GPS OBS   
 AB4155  ___________________________________________________________________
 AB4155  X           -    -859,552.045 (meters)                     COMP
 AB4155  Y           -  -4,794,556.240 (meters)                     COMP
 AB4155  Z           -   4,104,826.011 (meters)                     COMP
 AB4155  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AB4155  ELLIP HEIGHT-         714.06  (meters)          (12/19/01) GPS OBS
 AB4155  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AB4155
 AB4155  HORZ ORDER  -  FIRST
 AB4155  ELLP ORDER  -  FIFTH     CLASS I
 AB4155
 AB4155.This mark is at Cambridge Municipal Airport (CSB)
 AB4155
 AB4155.The horizontal coordinates were established by GPS observations
 AB4155.and adjusted by the National Geodetic Survey in September 1998..
 AB4155
 AB4155.The orthometric height was determined by GPS observations and a
 AB4155.high-resolution geoid model.
 AB4155
 AB4155.GPS derived orthometric heights for airport stations designated as
 AB4155.PACS or SACS are published to 2 decimal places.  This maintains
 AB4155.centimeter relative accuracy between the PACS and SACS.  It does
 AB4155.not indicate centimeter accuracy relative to other marks which are
 AB4155.part of the NAVD 88 network.
 AB4155
 AB4155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4155
 AB4155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4155
 AB4155.The ellipsoidal height was determined by GPS observations
 AB4155.and is referenced to NAD 83.
 AB4155
 AB4155.The geoid height was determined by GEOID03.
 AB4155
 AB4155;                    North         East     Units Scale Factor Converg.
 AB4155;SPC NE       -    53,030.556   486,075.738   MT  0.99987393   -0 06 30.8
 AB4155;UTM  14      - 4,462,906.628   401,107.013   MT  0.99972039   -0 45 10.7
 AB4155
 AB4155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4155!SPC NE       -   0.99988800  x   0.99987393  =   0.99976194
 AB4155!UTM  14      -   0.99988800  x   0.99972039  =   0.99960842
 AB4155
 AB4155                          SUPERSEDED SURVEY CONTROL
 AB4155
 AB4155  ELLIP H (09/17/98)  714.12   (m)                       GP(       ) 5 1
 AB4155
 AB4155.Superseded values are not recommended for survey control.
 AB4155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4155.See file dsdata.txt to determine how the superseded data were derived.
 AB4155
 AB4155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0110762907(NAD 83)
 AB4155_MARKER: DD = SURVEY DISK
 AB4155_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4155_STAMPING: CSB A 1995
 AB4155_MARK LOGO: NGS   
 AB4155_PROJECTION: FLUSH
 AB4155_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4155+STABILITY: SURFACE MOTION
 AB4155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4155+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1997
 AB4155_ROD/PIPE-DEPTH: 1    meters
 AB4155
 AB4155  HISTORY     - Date     Condition        Report By
 AB4155  HISTORY     - 1995     MONUMENTED       NGS
 AB4155  HISTORY     - 19970801 GOOD             NGS
 AB4155
 AB4155                          STATION DESCRIPTION
 AB4155
 AB4155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4155'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST-SOUTHWEST OF
 AB4155'HOLBROOK, 1.8 MI (2.9 KM) NORTH-NORTHEAST OF CAMBRIDGE AND AT THE
 AB4155'CAMBRIDGE MUNICIPAL AIRPORT.  OWNERSHIP--CAMBRIDGE AIRPORT AUTHORITY,
 AB4155'BOX 115, CAMBRIDGE NE 69022.  AIRPORT MANAGER IS C.J.  BEHNKE, PHONE
 AB4155'(308) 697-3677.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 AB4155'6/34 AND STATE HIGHWAY 47 SOUTH IN CAMBRIDGE, GO EAST ON US HIGHWAY
 AB4155'6/34 FOR 0.55 MI (0.89 KM) TO A ROAD LEFT (JUST PAST A BRIDGE OVER
 AB4155'MEDICINE CREEK), TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 1.4 MI
 AB4155'(2.3 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST ON THE AIRPORT
 AB4155'ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE, PASS THROUGH GATE,
 AB4155'CONTINUE AHEAD AND GO WESTERLY ON AN APRON THEN A CONNECTOR TAXIWAY
 AB4155'FOR 0.05 MI (0.08 KM) TO A RUNWAY, TURN RIGHT AND GO NORTH-NORTHWEST
 AB4155'ON RUNWAY 14/32 FOR 0.5 MI (0.8 KM) TO A SET OF PAPI LIGHTS ON THE
 AB4155'RIGHT, CONTINUE AHEAD AND GO NORTH-NORTHWEST ON THE RUNWAY FOR 0.05 MI
 AB4155'(0.08 KM) TO THE STATION ON THE RIGHT, ABOUT 15 FT (4.6 M) HIGHER THAN
 AB4155'THE RUNWAY ON THE TOP CENTER OF A DIRT BERM.  THE STATION IS THE
 AB4155'CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG
 AB4155'FENO PIPE ENCASED IN A 13 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB4155'CONCRETE.  THE LOGO CAP AND CONCRETE ARE FLUSH WITH GROUND.  THREE
 AB4155'CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE FENO PIPE.
 AB4155'LOCATED 213.0 FT (64.9 M) EAST-NORTHEAST OF THE RUNWAY CENTER AND 21.6
 AB4155'FT (6.6 M) WEST-SOUTHWEST OF A CORNER POST WITH A WITNESS POST.
 AB4155'NOTE--WHEN DRY THE STATION CAN BE DRIVEN TO, WHEN WET PARK AT THE PAPI
 AB4155'LIGHTS OR THE TURNAROUND AND A SHORT PACK.  THIS STATION TO BE USED AS
 AB4155'SACS.
 AB4155
 AB4155                          STATION RECOVERY (1997)
 AB4155
 AB4155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4155'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0606 ***********************************************************************
 MN0606  SACS        -  This is a Secondary Airport Control Station.
 MN0606  DESIGNATION -  CUB
 MN0606  PID         -  MN0606
 MN0606  STATE/COUNTY-  NE/KIMBALL
 MN0606  USGS QUAD   -  KIMBALL (1972)
 MN0606
 MN0606                         *CURRENT SURVEY CONTROL
 MN0606  ___________________________________________________________________
 MN0606* NAD 83(1995)-  41 11 14.59057(N)    103 39 49.16958(W)     ADJUSTED  
 MN0606* NAVD 88     -      1496.26   (meters)    4909.0    (feet)  GPS OBS   
 MN0606  ___________________________________________________________________
 MN0606  X           -  -1,135,760.495 (meters)                     COMP
 MN0606  Y           -  -4,671,953.311 (meters)                     COMP
 MN0606  Z           -   4,179,079.594 (meters)                     COMP
 MN0606  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 MN0606  ELLIP HEIGHT-        1477.55  (meters)          (01/02/02) GPS OBS
 MN0606  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 MN0606
 MN0606  HORZ ORDER  -  FIRST
 MN0606  ELLP ORDER  -  FOURTH    CLASS I
 MN0606
 MN0606.This mark is at Kimball Mun/robert E Arraj Field Airport (IBM)
 MN0606
 MN0606.The horizontal coordinates were established by GPS observations
 MN0606.and adjusted by the National Geodetic Survey in September 1998..
 MN0606
 MN0606.The orthometric height was determined by GPS observations and a
 MN0606.high-resolution geoid model.
 MN0606
 MN0606.GPS derived orthometric heights for airport stations designated as
 MN0606.PACS or SACS are published to 2 decimal places.  This maintains
 MN0606.centimeter relative accuracy between the PACS and SACS.  It does
 MN0606.not indicate centimeter accuracy relative to other marks which are
 MN0606.part of the NAVD 88 network.
 MN0606
 MN0606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0606
 MN0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0606
 MN0606.The ellipsoidal height was determined by GPS observations
 MN0606.and is referenced to NAD 83.
 MN0606
 MN0606.The geoid height was determined by GEOID03.
 MN0606
 MN0606;                    North         East     Units Scale Factor Converg.
 MN0606;SPC NE       -   156,843.896   192,824.241   MT  0.99967396   -2 25 40.4
 MN0606;UTM  13      - 4,560,419.793   612,070.857   MT  0.99975458   +0 52 48.4
 MN0606
 MN0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0606!SPC NE       -   0.99976829  x   0.99967396  =   0.99944233
 MN0606!UTM  13      -   0.99976829  x   0.99975458  =   0.99952293
 MN0606
 MN0606|---------------------------------------------------------------------|
 MN0606| PID    Reference Object                     Distance      Geod. Az  |
 MN0606|                                                           dddmmss.s |
 MN0606| CP6927 CUB B RM 1                                         00157     |
 MN0606| MN0591 KIMBALL COLLIER TV MICROWAVE        APPROX. 4.9 KM 0425751.5 |
 MN0606| CP6928 CUB B RM 2                                         18302     |
 MN0606| MN0600 AIRPORT BEACON KIMBALL MUN APT      APPROX. 0.9 KM 3052625.9 |
 MN0606| CP6926 CUB B AZ MK                                        3594752.2 |
 MN0606|---------------------------------------------------------------------|
 MN0606
 MN0606                          SUPERSEDED SURVEY CONTROL
 MN0606
 MN0606  NAD 83(1995)-  41 11 14.59092(N)    103 39 49.16947(W) AD(       ) 2
 MN0606  ELLIP H (08/18/97) 1477.59   (m)                       GP(       ) 4 1
 MN0606  NAD 83(1995)-  41 11 14.59090(N)    103 39 49.16947(W) AD(       ) 2
 MN0606  ELLIP H (01/07/93) 1477.87   (m)                       GP(       ) 4 2
 MN0606  NAD 83(1986)-  41 11 14.58111(N)    103 39 49.16882(W) AD(       ) 2
 MN0606  NAD 27      -  41 11 14.64790(N)    103 39 47.38100(W) AD(       ) 2
 MN0606  NGVD 29 (02/23/90) 1495.9    (m)         4908.     (f) GPS OBS        
 MN0606
 MN0606.Superseded values are not recommended for survey control.
 MN0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0606.See file dsdata.txt to determine how the superseded data were derived.
 MN0606
 MN0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1207160420(NAD 83)
 MN0606_MARKER: DS = TRIANGULATION STATION DISK
 MN0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0606_SP_SET: CONCRETE POST
 MN0606_STAMPING: CUB 1963
 MN0606_MARK LOGO: CGS   
 MN0606_PROJECTION: FLUSH
 MN0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0606+STABILITY: SURFACE MOTION
 MN0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0606+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 MN0606
 MN0606  HISTORY     - Date     Condition        Report By
 MN0606  HISTORY     - 1963     MONUMENTED       CGS
 MN0606  HISTORY     - 1963     GOOD             CGS
 MN0606  HISTORY     - 1977     GOOD             NGS
 MN0606  HISTORY     - 19890615 GOOD             NGS
 MN0606  HISTORY     - 19890713 GOOD             NGS
 MN0606  HISTORY     - 19950815 GOOD             NGS
 MN0606  HISTORY     - 19970730 GOOD             NGS
 MN0606  HISTORY     - 20060111 GOOD             NDA
 MN0606
 MN0606                          STATION DESCRIPTION
 MN0606
 MN0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0606'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF KIMBALL,
 MN0606'IN THE NE 1/4 OF SEC. 18 T14N R55W, AT THE EAST EDGE OF THE
 MN0606'KIMBALL MUNICIPAL AIRPORT, AND ON RIGHT-OF-WAY PROPERTY OF
 MN0606'STATE HIGHWAY 71.
 MN0606'
 MN0606'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0606'STATE HIGHWAY 71 IN KIMBALL, GO SOUTH ON STATE HIGHWAY 71 FOR
 MN0606'3.1 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST
 MN0606'ANGLE OF THE INTERSECTION.  CONTINUE AHEAD, SOUTH, ON STATE
 MN0606'HIGHWAY 71 FOR 0.3 MILE TO THE STATION ON THE RIGHT, WEST,
 MN0606'SIDE OF THE HIGHWAY.
 MN0606'
 MN0606'THE STATION MARK, STAMPED CUB 1963, IS A STANDARD DISK SET IN
 MN0606'THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS
 MN0606'2 INCHES.  IT IS 57 FEET WEST OF THE CENTER OF STATE HIGHWAY
 MN0606'71, 5.1 FEET NORTHWEST OF A WITNESS POST, AND 5 FEET EAST OF
 MN0606'A FENCE.
 MN0606'
 MN0606'REFERENCE MARK NO. 1, STAMPED CUB NO 1 1963, IS A STANDARD
 MN0606'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 MN0606'PROJECTS 6 INCHES.  IT IS 57 FEET WEST OF THE CENTER OF STATE
 MN0606'HIGHWAY 71, 26.0 FEET NORTH OF A WITNESS POST, AND 5 FEET EAST
 MN0606'OF A FENCE.
 MN0606'
 MN0606'REFERENCE MARK NO. 2, STAMPED CUB NO 2 1963, IS A STANDARD
 MN0606'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 MN0606'PROJECTS 3 INCHES.  IT IS 60 FEET WEST OF THE CENTER OF STATE
 MN0606'HIGHWAY 71, 16.0 FEET SOUTH-SOUTHWEST OF THE WITNESS POST,
 MN0606'AND 4 FEET EAST OF A FENCE.
 MN0606'
 MN0606'THE AZIMUTH MARK, STAMPED CUB 1963, IS A STANDARD DISK SET
 MN0606'IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS
 MN0606'3 INCHES.  IT IS 115 FEET SOUTH OF THE CENTER OF A GRAVELED
 MN0606'ROAD, 65 FEET WEST OF THE CENTER OF STATE HIGHWAY 71, 2.0 FEET
 MN0606'NORTH OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 MN0606
 MN0606                          STATION RECOVERY (1963)
 MN0606
 MN0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0606'RECOVERED IN GOOD CONDITION.
 MN0606
 MN0606                          STATION RECOVERY (1977)
 MN0606
 MN0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0606'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 MN0606'RECOVERED AND FOUND IN GOOD CONDITION AND AS PREVIOUSLY
 MN0606'DESCRIBED.  THE DESCRIPTION OF THE ROUTE TO REACH THE STATION IS
 MN0606'ADEQUATE.  THE ORIGINAL WITNESS POSTS AT THE STATION AND THE
 MN0606'AZIMUTH MARK WERE FOUND DESTROYED.  NEW WITNESS POSTS AND SIGNS
 MN0606'WERE SET AT THE SAME LOCATION AT THESE MARKS.
 MN0606'
 MN0606'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SOUTH
 MN0606'OF KIMBALL.
 MN0606
 MN0606                          STATION RECOVERY (1989)
 MN0606
 MN0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (RAH)
 MN0606'THE STATION IS LOCATED ON THE EAST SIDE AT THE PERIMETER FENCE OF
 MN0606'KIMBALL MUNI AIRPORT.  THE STATION IS .35 MILES (0.56 KM) SOUTH OF THE
 MN0606'INTERSECTION OF STATE HIGHWAY 71 AND A EAST-WEST DIRT ROAD (LEADS TO
 MN0606'AIRPORT), 57.0 FT (17.4 M) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.0
 MN0606'FT (1.5 M) EAST OF FENCE, 21.1 FT (6.4 M) NORTH OF RM 2, 24.0 FT (7.3
 MN0606'M) SOUTH OF RM 1, AND 5.1 FT (1.6 M) NORTHEAST OF A METAL WITNESS
 MN0606'POST.  THE STATION IS A USCGS TRIANGULATION DISK STAMPED CUB 1963 AND
 MN0606'SET 0.8 FT (24.4 CM) ABOVE GROUND.  NOTE, PUBLISHED IN QUAD 411033 STA
 MN0606'1030.
 MN0606
 MN0606                          STATION RECOVERY (1989)
 MN0606
 MN0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0606'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH OF KIMBALL.
 MN0606'OWNERSHIP--STATE DEPARTMENT OF ROADS.
 MN0606'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 MN0606'STATE HIGHWAY 71, ABOUT 1.61 KM (1.00 MI) SOUTH OF KIMBALL, GO SOUTH
 MN0606'ON STATE HIGHWAY 71 FOR 2.70 KM (1.70 MI) TO A GRAVEL CROSSROAD.
 MN0606'CONTINUE AHEAD SOUTH FOR 0.53 KM (0.35 MI) TO THE TOP OF A SLIGHT RISE
 MN0606'AND THE STATION ON THE RIGHT.
 MN0606'THE STATION MARK IS 18.3 M (60.0 FT)  WEST OF, AND LEVEL WITH THE
 MN0606'HIGHWAY CENTERLINE, 1.8 M (5.9 FT) NORTHEAST OF A METAL WITNESS POST,
 MN0606'1.5 M (4.9 FT) EAST-NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST, 1.3 M
 MN0606'(4.3 FT) EAST OF A FENCE AND PROJECTING 5 CM.
 MN0606'DESCRIBED BY R.D. BALL.
 MN0606
 MN0606                          STATION RECOVERY (1995)
 MN0606
 MN0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0606'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) EAST-SOUTHEAST OF
 MN0606'BUSHNELL, 3.1 MI (5.0 KM) SOUTH OF KIMBALL, NEAR THE KIMBALL
 MN0606'MUNICIPAL/ROBERT E. ARRAJ FIELD AND JUST OUTSIDE EAST PERIMETER FENCE.
 MN0606'OWNERSHIP--STATE OF NEBRASKA, RIGHT-OF-WAY.  TO REACH THE STATION FROM
 MN0606'THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 71 (ABOUT 1.0
 MN0606'MI (1.6 KM) SOUTH OF KIMBALL), GO SOUTH ON STATE HIGHWAY 71 FOR 1.7 MI
 MN0606'(2.7 KM) TO AN INTERSECTION, CONTINUE AHEAD AND GO SOUTH ON STATE 71
 MN0606'FOR 0.35 MI (0.56 KM) TO THE TOP OF A SLIGHT RISE AND THE STATION ON
 MN0606'THE RIGHT AND LEVEL WITH THE HIGHWAY.  THE STATION IS SET INTO A
 MN0606'SQUARE CONCRETE POST PROJECTING 9 CM ABOVE GROUND.  LOCATED 59.2 FT
 MN0606'(18.0 M) WEST OF THE HIGHWAY CENTER, 19.5 FT (5.9 M) WEST-NORTHWEST OF
 MN0606'A METAL POST, 5.9 FT (1.8 M) NORTHEAST OF A METAL WITNESS POST, 5.5 FT
 MN0606'(1.7 M) EAST-NORTHEAST OF A CONCRETE RIGHT OF WAY POST AND 5.3 FT (1.6
 MN0606'M) EAST OF A FENCE.  THIS STATION TO BE USED AS SACS.
 MN0606
 MN0606                          STATION RECOVERY (1997)
 MN0606
 MN0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0606'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE CURRENT
 MN0606'AIRPORT MANAGER IS JOHN FOOTE (308) 235-3858.  THE NEW POST OFFICE BOX
 MN0606'IS HC 54 BOX 58.
 MN0606
 MN0606                          STATION RECOVERY (2006)
 MN0606
 MN0606'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 MN0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1090 ***********************************************************************
 LG1090  DESIGNATION -  CUB
 LG1090  PID         -  LG1090
 LG1090  STATE/COUNTY-  NE/GAGE
 LG1090  USGS QUAD   -  BEATRICE WEST (1980)
 LG1090
 LG1090                         *CURRENT SURVEY CONTROL
 LG1090  ___________________________________________________________________
 LG1090* NAD 83(1995)-  40 18 22.65359(N)    096 51 38.83806(W)     ADJUSTED  
 LG1090* NAVD 88     -       409.     (meters)    1342.     (feet)  SCALED    
 LG1090  ___________________________________________________________________
 LG1090  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 LG1090  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 LG1090
 LG1090  HORZ ORDER  -  SECOND
 LG1090
 LG1090.The horizontal coordinates were established by classical geodetic methods
 LG1090.and adjusted by the National Geodetic Survey in August 1997..
 LG1090
 LG1090.The orthometric height was scaled from a topographic map.
 LG1090
 LG1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1090
 LG1090.The geoid height was determined by GEOID03.
 LG1090
 LG1090;                    North         East     Units Scale Factor Converg.
 LG1090;SPC NE       -    57,357.729   766,775.980   MT  0.99987556   +2 04 49.2
 LG1090;UTM  14      - 4,463,949.460   681,790.956   MT  1.00000683   +1 23 03.0
 LG1090
 LG1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1090!SPC NE       -   0.99994005  x   0.99987556  =   0.99981562
 LG1090!UTM  14      -   0.99994005  x   1.00000683  =   0.99994688
 LG1090
 LG1090:                Primary Azimuth Mark                     Grid Az
 LG1090:SPC NE       -  CUB AZ MK 2                              358 43 27.4
 LG1090:UTM  14      -  CUB AZ MK 2                              359 25 13.6
 LG1090
 LG1090|---------------------------------------------------------------------|
 LG1090| PID    Reference Object                     Distance      Geod. Az  |
 LG1090|                                                           dddmmss.s |
 LG1090| CL6332 CUB AZ MK 2                                        0004816.6 |
 LG1090| CL6333 CUB RM 1                             40.005 METERS 07532     |
 LG1090| LG1051 BEATRICE GAGE CO CTHSE DOME         APPROX.10.5 KM 1114526.6 |
 LG1090| LG1049 BEATRICE ST JOSEPH CATH CHURCH      APPROX.10.6 KM 1125700.4 |
 LG1090| CL6331 CUB AZ MK                                          1771457.1 |
 LG1090| LG1093 FIRST DUTCH LUTHERAN CHURCH         APPROX. 1.6 KM 2711741.0 |
 LG1090| LG1097 DEWITT MUNICIPAL TANK               APPROX.11.5 KM 3311225.2 |
 LG1090| LG1100 DEWITT TRINITY LUTHERAN CHURCH      APPROX.11.3 KM 3321311.0 |
 LG1090| CL6334 CUB RM 2                             35.607 METERS 34000     |
 LG1090|---------------------------------------------------------------------|
 LG1090
 LG1090                          SUPERSEDED SURVEY CONTROL
 LG1090
 LG1090  NAD 83(1986)-  40 18 22.66083(N)    096 51 38.83534(W) AD(       ) 2
 LG1090  NAD 27      -  40 18 22.65300(N)    096 51 37.73200(W) AD(       ) 2
 LG1090
 LG1090.Superseded values are not recommended for survey control.
 LG1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1090.See file dsdata.txt to determine how the superseded data were derived.
 LG1090
 LG1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8179163949(NAD 83)
 LG1090_MARKER: DS = TRIANGULATION STATION DISK
 LG1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1090
 LG1090  HISTORY     - Date     Condition        Report By
 LG1090  HISTORY     - 1947     MONUMENTED       CGS
 LG1090  HISTORY     - 1969     MARK NOT FOUND   CGS
 LG1090
 LG1090                          STATION DESCRIPTION
 LG1090
 LG1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1090'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF BEATRICE AT
 LG1090'THE JUNCTION OF STATE HIGHWAYS 4 AND 82.  IT IS AT ABOUT THE
 LG1090'CENTER OF A TRIANGLE FORMED BY STATE HIGHWAY 4 AND 82 AND A
 LG1090'NORTH-SOUTH GRAVELED ROAD.  IT IS 65 FEET NORTHEAST OF THE
 LG1090'CENTER OF STATE HIGHWAY 4, 71 FEET WEST OF THE CENTER OF A
 LG1090'NORTH-SOUTH GRAVELED ROAD AND 69 FEET SOUTH OF AN EAST-WEST
 LG1090'GRAVELED ROAD (STATE HIGHWAY 82).  IT IS STAMPED CUB 1947 AND
 LG1090'IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1090'
 LG1090'REFERENCE MARK NO 1 IS AT THE NORTHWEST CORNER OF A CULTIVATED
 LG1090'FIELD, 34 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 58 FEET
 LG1090'EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 2 FEET WEST
 LG1090'OF A TELEPHONE POLE.  IT IS STAMPED CUB NO 1 1947 AND PROJECTS
 LG1090'4 INCHES.
 LG1090'
 LG1090'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY AND 33 FEET NORTH OF
 LG1090'THE CENTER OF STATE HIGHWAY 82, 112 FEET WEST OF THE CENTER
 LG1090'OF A NORTH-SOUTH GRAVELED ROAD AND 1 FOOT SOUTHEAST OF A
 LG1090'FENCE LINE.  IT IS STAMPED CUB NO 2 1947 AND PROJECTS 4 INCHES.
 LG1090'
 LG1090'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 27 FEET EAST OF THE
 LG1090'CENTER OF STATE HIGHWAY 4, 2 FEET NORTH OF A TELEPHONE POLE
 LG1090'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED CUB
 LG1090'1947 AND PROJECTS 4 INCHES.
 LG1090'
 LG1090'TO REACH THE STATION FROM THE INTERSECTIONS OF U.S. HIGHWAY 77
 LG1090'AND STATE HIGHWAYS 3 AND 4 IN THE CENTER OF BEATRICE, GO WEST ON
 LG1090'STATE HIGHWAYS 3 AND 4 FOR 1.85 MILE TO A FORK, TAKE RIGHT FORK,
 LG1090'STATE HIGHWAY 4, AND GO 5.8 MILES TO THE AZIMUTH MARK ON THE
 LG1090'RIGHT AS DESCRIBED.  CONTINUE ON STATE HIGHWAY 4 FOR 0.4 MILE TO
 LG1090'THE JUNCTION WITH STATE HIGHWAY 82 AND THE STATION ON THE LEFT
 LG1090'AS DESCRIBED.
 LG1090'
 LG1090'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 10 FEET.
 LG1090'
 LG1090'A 74 FOOT SIGNAL AT PLYMOUTH IS VISIBLE AT 20 FEET.
 LG1090'
 LG1090'A 74 FOOT SIGNAL AT DEWITT IS VISIBLE AT 20 FEET.
 LG1090'
 LG1090'A 74 FOOT SIGNAL AT SNAKE IS VISIBLE AT 10 FEET.
 LG1090
 LG1090                          STATION RECOVERY (1969)
 LG1090
 LG1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1090'THE STATION SURFACE MARK WAS DESTROYED BY ROAD CONSTRUCTION.
 LG1090'THE UNDERGROUND SURFACE MARK, REFERENCE MARK NO. 1, AND
 LG1090'REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LG1090'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND ALL
 LG1090'INDICATION FROM OLD TIES SHOW THE MARK WAS DESTROYED BY ROAD
 LG1090'CONSTRUCTION.  THE HIGHWAYS MENTIONED IN THE OLD DESCRIPTION
 LG1090'HAVE BEEN CHANGED.
 LG1090'
 LG1090'THE UNDERGROUND STATION MARK WAS LOWERED VERTICALLY AND A NEW
 LG1090'SURFACE STATION MARK WAS SET, AND A NEW AZIMUTH MARK WAS ALSO
 LG1090'SET.
 LG1090'
 LG1090'FOLLOWING IS A NEW DESCRIPTION.  TO REACH THE STATION FROM
 LG1090'THE JUNCTION OF U.S. HIGHWAYS 77, 136, AND STATE HIGHWAY
 LG1090'4 IN BEATRICE, GO WEST ON U.S. HIGHWAY 136 AND STATE HIGHWAY
 LG1090'FOR 1.55 MILES TO THERE JUNCTION.  TURN RIGHT AND GO NORTH
 LG1090'AND NORTHWEST ON STATE HIGHWAY 4 FOR 5.65 MILES TO A CROSSROAD.
 LG1090'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.6 MILE TO A
 LG1090'TRIANGLE FORMED BY THE ROADS AND THE STATION ON THE LEFT NEAR
 LG1090'THE CENTER OF THE TRIANGLE.  (CONTINUE NORTH ON THE GRAVELED
 LG1090'ROAD FOR 0.65 MILE TO A FIELD ENTRANCE AND THE AZIMUTH MARK
 LG1090'ON THE LEFT.)
 LG1090'
 LG1090'STATION MARKS ARE STANDARD DISKS STAMPED CUB 1947 1969.
 LG1090'THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST
 LG1090'WHICH PROJECTS 2 INCHES.  IT IS 65 FEET NORTHEAST OF THE
 LG1090'CENTER OF OLD STATE HIGHWAY 4, 71 FEET WEST OF THE CENTER OF A
 LG1090'NORTH-SOUTH ROAD, 69 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LG1090'ROAD, 44 FEET SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT NORTH
 LG1090'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 LG1090'TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE
 LG1090'OF THE GROUND.
 LG1090'
 LG1090'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CUB NO. 1 1947, IS
 LG1090'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LG1090'INCHES.  IT IS 58 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 LG1090'ROAD, 34 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 2 FEET
 LG1090'WEST OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF A FENCE.
 LG1090'
 LG1090'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CUB NO. 2 1947,
 LG1090'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LG1090'2 INCHES.  IT IS 112 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG1090'ROAD, 33 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, AND
 LG1090'1 FOOT SOUTHEAST OF A FENCE.
 LG1090'
 LG1090'AZIMUTH MARK, A STANDARD DISK STAMPED CUB 1947 1969, IS SET
 LG1090'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.
 LG1090'IT IS 27 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 15
 LG1090'FEET NORTH OF THE CENTER OF A WIRE GATE, 1 FOOT EAST OF A
 LG1090'FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LG1090'
 LG1090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN, ABOUT 6-1/2
 LG1090'MILES NW OF BEATRICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH3512 ***********************************************************************
 AH3512  DESIGNATION -  CUB AZ MK
 AH3512  PID         -  AH3512
 AH3512  STATE/COUNTY-  NE/KIMBALL
 AH3512  USGS QUAD   -  KIMBALL (1972)
 AH3512
 AH3512                         *CURRENT SURVEY CONTROL
 AH3512  ___________________________________________________________________
 AH3512* NAD 83(1995)-  41 11 29.86990(N)    103 39 49.24097(W)     ADJUSTED  
 AH3512* NAVD 88     -      1493.9    (meters)    4901.     (feet)  GPS OBS   
 AH3512  ___________________________________________________________________
 AH3512  X           -  -1,135,688.350 (meters)                     COMP
 AH3512  Y           -  -4,671,649.502 (meters)                     COMP
 AH3512  Z           -   4,179,432.842 (meters)                     COMP
 AH3512  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 AH3512  ELLIP HEIGHT-        1475.20  (meters)          (01/02/02) GPS OBS
 AH3512  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 AH3512
 AH3512  HORZ ORDER  -  THIRD
 AH3512  ELLP ORDER  -  FOURTH    CLASS II
 AH3512
 AH3512.The horizontal coordinates were established by GPS observations
 AH3512.and adjusted by the National Geodetic Survey in September 1998..
 AH3512
 AH3512.The orthometric height was determined by GPS observations and a
 AH3512.high-resolution geoid model.
 AH3512
 AH3512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3512
 AH3512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3512
 AH3512.The ellipsoidal height was determined by GPS observations
 AH3512.and is referenced to NAD 83.
 AH3512
 AH3512.The geoid height was determined by GEOID03.
 AH3512
 AH3512;                    North         East     Units Scale Factor Converg.
 AH3512;SPC NE       -   157,314.747   192,842.541   MT  0.99967355   -2 25 40.5
 AH3512;UTM  13      - 4,560,890.954   612,061.955   MT  0.99975455   +0 52 48.6
 AH3512
 AH3512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3512!SPC NE       -   0.99976866  x   0.99967355  =   0.99944228
 AH3512!UTM  13      -   0.99976866  x   0.99975455  =   0.99952327
 AH3512
 AH3512                          SUPERSEDED SURVEY CONTROL
 AH3512
 AH3512  ELLIP H (09/17/98) 1475.23   (m)                       GP(       ) 4 2
 AH3512
 AH3512.Superseded values are not recommended for survey control.
 AH3512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3512.See file dsdata.txt to determine how the superseded data were derived.
 AH3512
 AH3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1206260891(NAD 83)
 AH3512_MARKER: DZ = AZIMUTH MARK DISK
 AH3512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3512_STAMPING: CUB 1963
 AH3512_MARK LOGO: CGS   
 AH3512_PROJECTION: FLUSH
 AH3512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3512+STABILITY: SURFACE MOTION
 AH3512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3512+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1997
 AH3512
 AH3512  HISTORY     - Date     Condition        Report By
 AH3512  HISTORY     - 1963     MONUMENTED       CGS
 AH3512  HISTORY     - 19970730 GOOD             NGS
 AH3512
 AH3512                          STATION DESCRIPTION
 AH3512
 AH3512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AH3512'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) EAST SOUTHEAST
 AH3512'BUSHNELL, 3.1 MI (5.0 KM) SOUTH OF KIMBALL NEAR THE NORTHEAST CORNER
 AH3512'OF THE PERIMETER FENCE SURROUNDING THE KIMBALL MUNICIPAL/ROBERT E.
 AH3512'ARRAJ FIELD.  OWNERSHIP--STATE OF NEBRASKA, RIGHT-OF-WAY.  TO REACH
 AH3512'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE
 AH3512'HIGHWAY 71 (ABOUT 1.0 MI (1.6 KM) SOUTH OF KIMBALL) , GO SOUTH ON
 AH3512'STATE HIGHWAY 71 FOR 1.7 MI (2.7 KM) TO THE INTERSECTION WITH COUNTY
 AH3512'ROAD 28, CONTINUE AHEAD FOR 50 METERS (164.0 FT) TO THE STATION ON THE
 AH3512'RIGHT ALONG THE PERIMETER FENCE ROW.  THE STATION IS LOCATED 150.0 FT
 AH3512'(45.7 M) SOUTH OF THE NORTHEAST CORNER OF THE AIRPORT PEREMITER FENCE,
 AH3512'64.3 FT (19.6 M) WEST OF THE CENTER OF THE STATE HIGHWAY, 5.2 FT (1.6
 AH3512'M) WEST OF A FIBERGLASS WITNESS POST, 1.3 FT (0.4 M) EAST OF THE
 AH3512'PERIMETER FENCE, AND THE MONUMENT IS PROJECTING 0.2 FT (6.1 CM) ABOVE
 AH3512'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0789 ***********************************************************************
 NN0789  DESIGNATION -  CUBA
 NN0789  PID         -  NN0789
 NN0789  STATE/COUNTY-  NE/BROWN
 NN0789  USGS QUAD   -  BASSETT NW (1950)
 NN0789
 NN0789                         *CURRENT SURVEY CONTROL
 NN0789  ___________________________________________________________________
 NN0789* NAD 83(1995)-  42 42 33.67555(N)    099 40 39.85199(W)     ADJUSTED  
 NN0789* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 NN0789  ___________________________________________________________________
 NN0789  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 NN0789  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 NN0789
 NN0789  HORZ ORDER  -  THIRD
 NN0789
 NN0789.The horizontal coordinates were established by classical geodetic methods
 NN0789.and adjusted by the National Geodetic Survey in August 1997..
 NN0789
 NN0789.The orthometric height was scaled from a topographic map.
 NN0789
 NN0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0789
 NN0789.The geoid height was determined by GEOID03.
 NN0789
 NN0789;                    North         East     Units Scale Factor Converg.
 NN0789;SPC NE       -   319,384.649   526,397.944   MT  0.99987973   +0 12 48.8
 NN0789;UTM  14      - 4,728,762.563   444,499.038   MT  0.99963790   -0 27 34.9
 NN0789
 NN0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0789!SPC NE       -   0.99989824  x   0.99987973  =   0.99977799
 NN0789!UTM  14      -   0.99989824  x   0.99963790  =   0.99953618
 NN0789
 NN0789|---------------------------------------------------------------------|
 NN0789| PID    Reference Object                     Distance      Geod. Az  |
 NN0789|                                                           dddmmss.s |
 NN0789| CO2937 CUBA RM 2                            12.539 METERS 00048     |
 NN0789| CO2935 CUBA AZ MK                                         0884304.1 |
 NN0789| CO2936 CUBA RM 1                            13.429 METERS 10217     |
 NN0789|---------------------------------------------------------------------|
 NN0789
 NN0789                          SUPERSEDED SURVEY CONTROL
 NN0789
 NN0789  NAD 83(1986)-  42 42 33.68334(N)    099 40 39.86450(W) AD(       ) 3
 NN0789  NAD 27      -  42 42 33.68100(N)    099 40 38.43400(W) AD(       ) 3
 NN0789
 NN0789.Superseded values are not recommended for survey control.
 NN0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0789.See file dsdata.txt to determine how the superseded data were derived.
 NN0789
 NN0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4449928763(NAD 83)
 NN0789_MARKER: DS = TRIANGULATION STATION DISK
 NN0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0789
 NN0789  HISTORY     - Date     Condition        Report By
 NN0789  HISTORY     - 1949     MONUMENTED       CGS
 NN0789
 NN0789                          STATION DESCRIPTION
 NN0789
 NN0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0789'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH AND 7.0 MILES
 NN0789'WEST OF BASSETT, ABOUT 1.0 MILE SOUTH OF THE NIOBRARA RIVER,
 NN0789'87.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CUBA CHURCH,
 NN0789'57.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH YARD
 NN0789'FENCE, 20.0 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 17.0
 NN0789'FEET NORTH-NORTHWEST OF THE CENTER OF A TRACK ROAD, AND 5.0
 NN0789'FEET EAST OF A WITNESS POST.  IT PROJECTS ONE INCH AND IS
 NN0789'STAMPED, CUBA 1949.
 NN0789'
 NN0789'REFERENCE MARK NO. 1 IS 18.0 FEET EAST-SOUTHEAST OF THE CENTER
 NN0789'OF A TRACK ROAD AND 10.5 FEET SOUTH OF A FENCE CORNER.  IT
 NN0789'PROJECTS ONE INCH AND IS STAMPED, CUBA NO 1 1949.
 NN0789'
 NN0789'REFERENCE MARK NO. 2 IS 66.0 FEET SOUTH OF THE SOUTHEAST
 NN0789'CORNER OF THE CHURCH, 38.0 FEET EAST OF THE SOUTHEAST CORNER
 NN0789'OF THE CHURCH YARD FENCE, AND 21.0 FEET NORTH OF THE CENTER OF
 NN0789'A TRACK ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED, CUBA NO
 NN0789'2 1949.
 NN0789'
 NN0789'AZIMUTH MARK IS 26.0 FEET NORTH OF THE CENTER OF A TRACK
 NN0789'ROAD, 2.5 FEET WEST OF A TELEPHONE POLE, AND 1.5 FEET WEST
 NN0789'OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED,
 NN0789'CUBA 1949.
 NN0789'
 NN0789'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NN0789'20 AND STATE HIGHWAY NO. 55, ABOUT 0.75 MILE NORTH OF LONG
 NN0789'PINE, GO EAST ON U.S. HIGHWAY NO. 20 FOR 1.35 MILES TO A
 NN0789'CROSSROAD, JUST BEFORE REACHING AN OVERPASS AND A SIGN ON THE LEFT
 NN0789'PINE CREEK CAMP MEETING, TURN LEFT AND GO NORTH FOR 9.7 MILES TO
 NN0789'A SCHOOL HOUSE ON THE LEFT, CONTINUE NORTH FOR 1.5 MILES TO A
 NN0789'FORK, JUST NORTH OF A CATTLE GUARD, TAKE LEFT FORK AND GO 0.9
 NN0789'MILE TO A FORK, TAKE RIGHT FORK AND GO NORTHEAST ON TRACK ROAD
 NN0789'FOR 1.0 MILE TO THE CUBA CHURCH AND THE STATION AS
 NN0789'DESCRIBED.
 NN0789'
 NN0789'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON TRACK
 NN0789'ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 NN0789'
 NN0789'A 4 FOOT SIGNAL AT RIVERVIEW IS VISIBLE AT 4 FEET.
 NN0789'
 NN0789'AN 87 FOOT SIGNAL AT LAMB 1934 IS VISIBLE AT 4 FEET.
 NN0789'
 NN0789'A 74 FOOT SIGNAL AT PINE IS VISIBLE AT 4 FEET.
 NN0789'
 NN0789'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0401 ***********************************************************************
 LJ0401  DESIGNATION -  CURTIS
 LJ0401  PID         -  LJ0401
 LJ0401  STATE/COUNTY-  NE/FRONTIER
 LJ0401  USGS QUAD   -  MOOREFIELD (1956)
 LJ0401
 LJ0401                         *CURRENT SURVEY CONTROL
 LJ0401  ___________________________________________________________________
 LJ0401* NAD 83(1995)-  40 38 04.06336(N)    100 28 25.84137(W)     ADJUSTED  
 LJ0401* NAVD 88     -       813.     (meters)    2667.     (feet)  SCALED    
 LJ0401  ___________________________________________________________________
 LJ0401  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 LJ0401  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 LJ0401
 LJ0401  HORZ ORDER  -  THIRD
 LJ0401
 LJ0401.The horizontal coordinates were established by classical geodetic methods
 LJ0401.and adjusted by the National Geodetic Survey in August 1997..
 LJ0401
 LJ0401.The orthometric height was scaled from a topographic map.
 LJ0401
 LJ0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0401
 LJ0401.The geoid height was determined by GEOID03.
 LJ0401
 LJ0401;                    North         East     Units Scale Factor Converg.
 LJ0401;SPC NE       -    89,058.493   459,922.831   MT  0.99977327   -0 18 50.5
 LJ0401;UTM  14      - 4,499,224.249   375,363.016   MT  0.99979121   -0 57 35.8
 LJ0401
 LJ0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0401!SPC NE       -   0.99987608  x   0.99977327  =   0.99964938
 LJ0401!UTM  14      -   0.99987608  x   0.99979121  =   0.99966732
 LJ0401
 LJ0401|---------------------------------------------------------------------|
 LJ0401| PID    Reference Object                     Distance      Geod. Az  |
 LJ0401|                                                           dddmmss.s |
 LJ0401| CN9096 CURTIS RM 1                          15.624 METERS 01435     |
 LJ0401| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX. 8.9 KM 0452821.3 |
 LJ0401| CN9094 CURTIS AZ MK                                       0605352.0 |
 LJ0401| CN9095 CURTIS AZ MK RESET                                 0622602.5 |
 LJ0401| CN9097 CURTIS RM 2                          12.985 METERS 27323     |
 LJ0401|---------------------------------------------------------------------|
 LJ0401
 LJ0401                          SUPERSEDED SURVEY CONTROL
 LJ0401
 LJ0401  NAD 83(1986)-  40 38 04.06901(N)    100 28 25.84833(W) AD(       ) 3
 LJ0401  NAD 27      -  40 38 04.03708(N)    100 28 24.33693(W) AD(       ) 3
 LJ0401
 LJ0401.Superseded values are not recommended for survey control.
 LJ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0401.See file dsdata.txt to determine how the superseded data were derived.
 LJ0401
 LJ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7536399224(NAD 83)
 LJ0401_MARKER: DS = TRIANGULATION STATION DISK
 LJ0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0401
 LJ0401  HISTORY     - Date     Condition        Report By
 LJ0401  HISTORY     - 1951     MONUMENTED       CGS
 LJ0401  HISTORY     - 1961     GOOD             CGS
 LJ0401
 LJ0401                          STATION DESCRIPTION
 LJ0401
 LJ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0401'THE STATION IS LOCATED ABOUT 2.5 MILES EAST OF CURTIS, ON
 LJ0401'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 23N AND JUST WEST
 LJ0401'OF A GRAVELED ROAD LEADING NORTH TO THE CURTIS MUNICIPAL
 LJ0401'AIRPORT.  IT IS 44.0 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 LJ0401'23N, 36.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 LJ0401'ROAD, 13.0 FEET EAST-NORTHEAST OF A TELEPHONE POLE AND 3.5
 LJ0401'FEET SOUTHWEST OF A FENCE CORNER.  IT PROJECTS 2 INCHES AND
 LJ0401'IS STAMPED CURTIS 1951.
 LJ0401'
 LJ0401'REFERENCE MARK NO. 1 IS 35.0 FEET WEST OF THE CENTER OF A
 LJ0401'NORTH-SOUTH GRAVELED ROAD, 10.0 FEET NORTH OF A TELEPHONE
 LJ0401'POLE AND SET IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES
 LJ0401'AND IS STAMPED CURTIS NO 1 1951.
 LJ0401'
 LJ0401'REFERENCE MARK NO. 2 IS 47.0 FEET NORTH OF THE CENTER OF
 LJ0401'STATE HIGHWAY 23N, 33.0 FEET WEST-NORTHWEST OF A TELEPHONE
 LJ0401'POLE AND SET IN AN EAST-WEST FENCE LINE.  IT PROJECTS 2 INCHES
 LJ0401'AND IS STAMPED CURTIS NO 2 1951.
 LJ0401'
 LJ0401'THE DISTANCE BETWEEN REFERENCE MARKS IS 72.7 FEET.
 LJ0401'
 LJ0401'THE AZIMUTH MARK IS 28.0 FEET EAST OF THE CENTER OF STATE
 LJ0401'HIGHWAY 23N, 4.0 FEET SOUTH OF A FENCE CORNER AND SET IN A
 LJ0401'NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 LJ0401'CURTIS 1951.
 LJ0401'
 LJ0401'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND NORTHEAST
 LJ0401'ON STATE HIGHWAY 23N FOR 1.1 MILES TO A FENCE CORNER AND THE
 LJ0401'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LJ0401'
 LJ0401'TO REACH THE STATION FROM THE POST OFFICE IN CURTIS, GO NORTH,
 LJ0401'THEN EAST, ON STATE HIGHWAY 23N FOR 2.5 MILES TO A GRAVELED
 LJ0401'ROAD LEADING NORTH TO THE CURTIS MUNICIPAL AIRPORT AND THE
 LJ0401'STATION ON THE LEFT AS DESCRIBED.
 LJ0401'
 LJ0401'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LJ0401
 LJ0401                          STATION RECOVERY (1961)
 LJ0401
 LJ0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LJ0401'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LJ0401'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION ON STATE HIGHWAY
 LJ0401'23 WILL DESTROY THE AZIMUTH MARK, SO IT WAS MOVED.  A COMPLETE
 LJ0401'DESCRIPTION FOLLOWS.
 LJ0401'
 LJ0401'STATION IS LOCATED ABOUT 2 AND 1/2 MILES EAST OF CURTIS ON
 LJ0401'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 23N AND JUST WEST OF
 LJ0401'A GRAVEL ROAD LEADING NORTH TO THE CURTIS MUNI. AIRPORT, 150
 LJ0401'FEET NORTH OF THE CENTERLINE OF NEW STATE HIGHWAY 23N, 36 FEET
 LJ0401'WEST OF THE CENTER OF GRAVEL ROAD, 3 FEET SOUTHWEST OF A
 LJ0401'FENCE CORNER, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.  THE
 LJ0401'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LJ0401'STAMPED CURTIS 1951.
 LJ0401'
 LJ0401'TO REACH THE STATION FROM THE POST OFFICE IN CURTIS, GO NORTH
 LJ0401'AND THEN EAST ON STATE HIGHWAY 23N FOR 2.5 MILES TO A
 LJ0401'GRAVEL ROAD ON THE LEFT LEADING NORTH TO THE CURTIS MUNICIPAL
 LJ0401'AIRPORT AND THE STATION AS DESCRIBED.
 LJ0401'
 LJ0401'REFERENCE MARK NO. 1 IS 51.26 FEET NORTH OF THE STATION, 35
 LJ0401'FEET WEST OF THE CENTER OF A GRAVEL ROAD, AND 1 FOOT EAST OF
 LJ0401'A FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 LJ0401'THE DISK IS STAMPED CURTIS NO 1 1951.
 LJ0401'
 LJ0401'REFERENCE MARK NO. 2 IS 42.60 FEET WEST OF THE STATION, 150
 LJ0401'FEET NORTH OF THE CENTER OF STATE HIGHWAY 23 N, AND 1 FOOT
 LJ0401'SOUTH OF A FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 LJ0401'STAMPED CURTIS NO 2 1951.
 LJ0401'
 LJ0401'AZIMUTH MARK (RESET) IS 1.0 MILE NORTHEAST OF THE STATION, 320
 LJ0401'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD LEADING EAST FROM
 LJ0401'THE HIGHWAY, 111 FEET EAST OF THE CENTER OF STATE HIGHWAY 23
 LJ0401'N, 1 FOOT WEST OF A FENCE, AND 1 FOOT SOUTH OF A NEW STEEL
 LJ0401'WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 LJ0401'CURTIS 1951 RESET 1961.
 LJ0401'
 LJ0401'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 LJ0401'STATE HIGHWAY 23 N FOR 1.0 MILE TO THE AZIMUTH MARK ON THE
 LJ0401'RIGHT AS DESCRIBED.
 LJ0401'
 LJ0401'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1902 ***********************************************************************
 MK1902  DESIGNATION -  CURTIS
 MK1902  PID         -  MK1902
 MK1902  STATE/COUNTY-  NE/BUTLER
 MK1902  USGS QUAD   -  COLUMBUS SE (1976)
 MK1902
 MK1902                         *CURRENT SURVEY CONTROL
 MK1902  ___________________________________________________________________
 MK1902* NAD 83(1995)-  41 18 34.03532(N)    097 19 51.82924(W)     ADJUSTED  
 MK1902* NAVD 88     -       511.79   (+/-2cm)    1679.1    (feet)  VERTCON   
 MK1902  ___________________________________________________________________
 MK1902  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 MK1902  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 MK1902
 MK1902  HORZ ORDER  -  FIRST
 MK1902  VERT ORDER  -  THIRD ? (See Below)
 MK1902
 MK1902.The horizontal coordinates were established by classical geodetic methods
 MK1902.and adjusted by the National Geodetic Survey in August 1997..
 MK1902
 MK1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1902.The vertical order pertains to the NGVD 29 superseded value.
 MK1902
 MK1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1902
 MK1902.The geoid height was determined by GEOID03.
 MK1902
 MK1902;                    North         East     Units Scale Factor Converg.
 MK1902;SPC NE       -   167,335.107   723,387.446   MT  0.99966444   +1 46 07.3
 MK1902;UTM  14      - 4,574,453.694   639,704.151   MT  0.99984020   +1 06 06.8
 MK1902
 MK1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1902!SPC NE       -   0.99992373  x   0.99966444  =   0.99958820
 MK1902!UTM  14      -   0.99992373  x   0.99984020  =   0.99976394
 MK1902
 MK1902:                Primary Azimuth Mark                     Grid Az
 MK1902:SPC NE       -  SCHUYLER WELL ABBOTT NIEMAN TK           053 42 23.8
 MK1902:UTM  14      -  SCHUYLER WELL ABBOTT NIEMAN TK           054 22 24.3
 MK1902
 MK1902|---------------------------------------------------------------------|
 MK1902| PID    Reference Object                     Distance      Geod. Az  |
 MK1902|                                                           dddmmss.s |
 MK1902| MK1857 SCHUYLER WELL ABBOTT NIEMAN TK      APPROX.27.4 KM 0552831.1 |
 MK1902| MK2111 ROGERS MUNICIPAL TANK               APPROX.38.7 KM 0633556.9 |
 MK1902| CN9091 CURTIS RM 1                          32.535 METERS 09504     |
 MK1902| MK1864 DAVID CITY ST MARYS CH SPIRE        APPROX.17.9 KM 1081924.9 |
 MK1902| MK1863 DAVID CITY TANK                     APPROX.18.8 KM 1085312.4 |
 MK1902| CN9093 CURTIS RM 3                          64.008 METERS 14516     |
 MK1902| MK1885 RISING CITY STANDPIPE               APPROX.13.1 KM 1670212.8 |
 MK1902| CN9092 CURTIS RM 2                                        19438     |
 MK1902| MK1892 SHELBY CATHOLIC CH DOME             APPROX.15.4 KM 2105032.3 |
 MK1902| MK1891 SHELBY MUNICIPAL TANK               APPROX.15.1 KM 2121708.3 |
 MK1902| MK1903 DUNCAN MUNICIPAL TANK               APPROX.16.5 KM 3043351.2 |
 MK1902| MK1848 PLATTE CENTER TANK                  APPROX.28.6 KM 3334451.0 |
 MK1902| CN9090 CURTIS AZ MK                                       3334644.9 |
 MK1902| MK1898 COLUMBUS MUNICIPAL TANK             APPROX.13.3 KM 3485737.8 |
 MK1902| MK1896 COLUMBUS NW PWR LT CO SMOKESTK      APPROX.13.3 KM 3490202.5 |
 MK1902| MK1894 COLUMBUS ST ANTHONY CATH CH         APPROX.12.6 KM 3531636.7 |
 MK1902| MK1899 COLUMBUS ST BONAVENTURE CH          APPROX.13.7 KM 3535027.0 |
 MK1902|---------------------------------------------------------------------|
 MK1902
 MK1902                          SUPERSEDED SURVEY CONTROL
 MK1902
 MK1902  NAD 83(1986)-  41 18 34.04472(N)    097 19 51.83205(W) AD(       ) 1
 MK1902  NAD 27      -  41 18 33.99200(N)    097 19 50.67900(W) AD(       ) 1
 MK1902  NGVD 29 (07/19/86)  511.61   (m)         1678.5    (f) LEVELING    3  
 MK1902
 MK1902.Superseded values are not recommended for survey control.
 MK1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1902.See file dsdata.txt to determine how the superseded data were derived.
 MK1902
 MK1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3970474454(NAD 83)
 MK1902_MARKER: DS = TRIANGULATION STATION DISK
 MK1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1902
 MK1902  HISTORY     - Date     Condition        Report By
 MK1902  HISTORY     - 1930     MONUMENTED       CGS
 MK1902  HISTORY     - 1933     GOOD             NEGS
 MK1902  HISTORY     - 1935     GOOD             CGS
 MK1902  HISTORY     - 1950     GOOD             CGS
 MK1902
 MK1902                          STATION DESCRIPTION
 MK1902
 MK1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1902'ABOUT 8 MILES SOUTH AND 1-1/2 MILS EAST OF COLUMBUS, IN SOUTHEAST
 MK1902'QUARTER SEC. 32, T. 16 N., R. 1 E., ON LAND OWNED BY JEAN
 MK1902'CURTIS WHO LIVES ABOUT 1/2 MILE NORTH.  THE STATION IS ON
 MK1902'THE HIGHEST POINT OF A PROMINENT GRASSY KNOLL, IN PASTURE
 MK1902'LAND, AND 32.46 METERS WEST OF WEST FENCE LINE OF SECTION.
 MK1902'JUST SOUTH OF THE STATION THERE IS A BUSHY DRAW WHICH CROSSES
 MK1902'THE SECTION LINE.
 MK1902'
 MK1902'REFERENCE MARK NO. 1 IS ON THE WEST SECTION FENCE LINE AND
 MK1902'32.52 METERS FROM THE STATION.
 MK1902'
 MK1902'REFERENCE MARK NO. 2 IS APPROXIMATELY 0.2 MILE FROM THE
 MK1902'STATION AND IN THE SOUTHWEST SECTION CORNER, 0.21 METER OFF
 MK1902'THE SOUTH FENCE LINE, AND 0.36 METER OFF THE WEST FENCE
 MK1902'LINE.
 MK1902'
 MK1902'TO REACH FROM COLUMBUS, GO WEST FROM HOTEL EVANS FOR 1/2
 MK1902'MILE, THEN SOUTH ON U.S. HIGHWAY 81 FOR 4 MILES, EAST 1 MILE,
 MK1902'SOUTH 6 MILES, EAST 1 MILE AND THEN NORTH 0.9 MILE TO POINT AT
 MK1902'SOUTH SIDE OF BRUSHY DRAW AS DESCRIBED ABOVE.
 MK1902'
 MK1902'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 MK1902
 MK1902                          STATION RECOVERY (1933)
 MK1902
 MK1902'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1933
 MK1902'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  SUGGESTED
 MK1902'CHANGE IN DESCRIPTION OF STATION FOLLOWS.
 MK1902'
 MK1902'ABOUT 8 MILES SOUTH AND 2 MILES EAST OF NEW VIADUCT IN COLUMBUS,
 MK1902'ON FARM OF JEAN CURTIS, IN SOUTHEAST QUARTER SEC. 32, T. 16 N.,
 MK1902'R. 1 E., APPROXIMATELY 100 FEET WEST OF EAST LINE, AND 1,000
 MK1902'FEET NORTH OF SOUTH LINE OF SECTION, ON HIGHEST POINT OF
 MK1902'PROMINENT GRASSY KNOLL.  STATION MARK IS A STANDARD BRONZE
 MK1902'DISKS SET IN CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES
 MK1902'ABOVE SURFACE OF GROUND.
 MK1902'
 MK1902'TO REACH FROM COLUMBUS, PROCEED WEST 1/2 MILE FROM EVANS
 MK1902'HOTEL SOUTH 3 MILES ON U.S. HIGHWAY 81, EAST 1 MILE, SOUTH
 MK1902'3 MILES AND EAST 1 MILE ON STATE HIGHWAY 64, SOUTH 1-3/4 MILES
 MK1902'ON PUBLIC ROAD, CONTINUE THROUGH GATE ON WEST SIDE OF ROAD IN
 MK1902'SOUTHWESTERLY DIRECTION TO TOP OF HILL.
 MK1902
 MK1902                          STATION RECOVERY (1935)
 MK1902
 MK1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1902'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  ABOUT
 MK1902'8 MILES SOUTH AND 2 MILES EAST OF A NEW VIADUCT IN COLUMBUS,
 MK1902'ON FARM ON JEAN CURTIS, IN SOUTHEAST QUARTER SEC. 32, T. 16 N.,
 MK1902'R. 1 E., 106 FEET WEST OF NORTH-SOUTH FENCE LINE, ON HIGHEST
 MK1902'POINT OF GRASSY KNOLL.  STATION MARK IS STANDARD BRONZE DISK
 MK1902'SET IN CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES ABOVE
 MK1902'SURFACE OF GROUND.
 MK1902'
 MK1902'TO REACH FROM COLUMBUS PROCEED WEST FROM EVANS HOTEL 0.5
 MK1902'MILE, TURN SOUTH ON U.S. HIGHWAY 81, GO 3.4 MILES, TURN LEFT
 MK1902'(EAST) GO 1.0 MILE, TURN RIGHT (SOUTH) GO 3.0 MILES, TURN EAST
 MK1902'1.0 MILE, TURN RIGHT (SOUTH) ONTO DIRT PUBLIC ROAD, GO 1-3/4
 MK1902'MILES TO FARMHOUSE ON RIGHT.  CONTINUE STRAIGHT AHEAD THROUGH
 MK1902'LANE TO TOP OF HILL AND STATION 106 FEET WEST OF NORTH-SOUTH
 MK1902'FENCE LINE.
 MK1902'
 MK1902'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND IN GOOD CONDITION
 MK1902'AND MEASUREMENT CHECKED.  106.72 FEET (32.527 METERS).
 MK1902'
 MK1902'REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND TO BE IN GOOD
 MK1902'CONDITION.
 MK1902'
 MK1902'A NEW REFERENCE MARK WAS SET.  REFERENCE MARK NO. 3 IS 210.00
 MK1902'FEET (64.008 METERS) SOUTHEAST OF STATION SET IN NORTH-SOUTH
 MK1902'FENCE LINE.
 MK1902
 MK1902                          STATION RECOVERY (1950)
 MK1902
 MK1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1902'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 MK1902'CONDITION.  REFERENCE MARK NO. 2 WAS NOT RECOVERED.  AN
 MK1902'AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION
 MK1902'FOLLOWS.  STATION IS LOCATED ABOUT 10 MILES SOUTH SOUTHEAST
 MK1902'OF COLUMBUS AND 9 MILES NORTH NORTHWEST OF RISING CITY ON A
 MK1902'PROMINENT GRASSY KNOLL IN PASTURE LANE.  STATION IS 110 FEET
 MK1902'WEST OF SECTION LINE FENCE.  THE MARK PROJECTS ABOUT 4
 MK1902'INCHES AND THE DISK IS STAMPED CURTIS 1930.
 MK1902'
 MK1902'REFERENCE MARK NO. 1 IS 12 FEET WEST OF FENCE.  THE MARK
 MK1902'PRJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CURTIS NO 1
 MK1902'1930.
 MK1902'
 MK1902'REFERENCE MARK NO. 3 IS 1 FOOT WEST OF FENCE.  THE MARK PROJECTS
 MK1902'ABOUT 12 INCHES AND THE DISK IS STAMPED CURTIS NO 3 1935.
 MK1902'
 MK1902'AZIMUTH MARK IS 2 FEET SOUTH OF WITNESS POST AND IN FENCELINE.
 MK1902'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CURTIS
 MK1902'1950.
 MK1902'
 MK1902'TO REACH FROM THE POST OFFICE IN RISING CITY GO SOUTH FOR
 MK1902'0.4 MILE TO U.S. HIGHWAY 30A.  TURN RIGHT AND GO WEST ON U.S.
 MK1902'HIGHWAY 30A FOR 0.75 MILE TO CROSSROADS.  TURN RIGHT AND GO
 MK1902'NORTH ON GRAVEL ROAD FOR 9.0 MILES TO CROSSROADS.  TURN LEFT
 MK1902'AND GO WEST 1.0 MILE TO CROSSROADS.  TURN LEFT AND GO SOUTH
 MK1902'FOR 0.6 MILE TO FARM BUILDINGS.  PASS THROUGH GATE JUST EAST
 MK1902'OF BARN AND CROSS BARN LOT TO GATE JUST SOUTH OF BARN.  PASS
 MK1902'THROUGH GATE AND GO WEST AND SOUTH UP HILL ALONG FENCE FOR
 MK1902'0.15 MILE TO AZIMUTH MARK ALONG FENCELINE AS DESCRIBED.
 MK1902'CONTINUE SOUTH FOR 0.15 MILE TO FENCE CORNER AND WIRE GATE.
 MK1902'PASS THROUGH GATE AND NEAR LEFT AND GO EAST FOR 0.2
 MK1902'MILE TO HIGHEST POINT IN PASTURE AND STATION AS
 MK1902'DESCRIBED.
 MK1902'
 MK1902'1950 OBSERVATIONS TAKEN FROM A 64 FOOT TOWER.
 MK1902'
 MK1902'AN 87 FOOT SIGNAL AT STATION OSCEOLA IS V.G.
 MK1902'
 MK1902'A 4 FOOT SIGNAL AT STATION ADAM IS V.G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0607 ***********************************************************************
 NP0607  DESIGNATION -  CURVE
 NP0607  PID         -  NP0607
 NP0607  STATE/COUNTY-  NE/SHERIDAN
 NP0607  USGS QUAD   -  RUSHVILLE (1966)
 NP0607
 NP0607                         *CURRENT SURVEY CONTROL
 NP0607  ___________________________________________________________________
 NP0607* NAD 83(1995)-  42 43 42.07331(N)    102 24 06.04485(W)     ADJUSTED  
 NP0607* NAVD 88     -      1167.6    (meters)    3831.     (feet)  VERTCON   
 NP0607  ___________________________________________________________________
 NP0607  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 NP0607  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 NP0607
 NP0607  HORZ ORDER  -  SECOND
 NP0607
 NP0607.The horizontal coordinates were established by classical geodetic methods
 NP0607.and adjusted by the National Geodetic Survey in August 1997..
 NP0607
 NP0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0607
 NP0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0607
 NP0607.The geoid height was determined by GEOID03.
 NP0607
 NP0607;                    North         East     Units Scale Factor Converg.
 NP0607;SPC NE       -   324,177.256   303,351.827   MT  0.99988679   -1 35 29.7
 NP0607;UTM  13      - 4,733,923.602   712,721.324   MT  1.00015674   +1 45 49.3
 NP0607
 NP0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0607!SPC NE       -   0.99981976  x   0.99988679  =   0.99970658
 NP0607!UTM  13      -   0.99981976  x   1.00015674  =   0.99997648
 NP0607
 NP0607|---------------------------------------------------------------------|
 NP0607| PID    Reference Object                     Distance      Geod. Az  |
 NP0607|                                                           dddmmss.s |
 NP0607| CP9103 CURVE RM 2                           16.800 METERS 06111     |
 NP0607| CP9102 CURVE RM 1                           21.083 METERS 24647     |
 NP0607| NP0604 RUSHVILLE MUNICIPAL WATER TANK      APPROX. 5.1 KM 2612654.2 |
 NP0607|---------------------------------------------------------------------|
 NP0607
 NP0607                          SUPERSEDED SURVEY CONTROL
 NP0607
 NP0607  NAD 83(1995)-  42 43 42.06835(N)    102 24 06.04761(W) AD(       ) 2
 NP0607  NAD 83(1986)-  42 43 42.06465(N)    102 24 06.04449(W) AD(       ) 2
 NP0607  NAD 27      -  42 43 42.10590(N)    102 24 04.42935(W) AD(       ) 2
 NP0607  NGVD 29 (07/19/86) 1167.1    (m)         3829.     (f) VERT ANG       
 NP0607
 NP0607.Superseded values are not recommended for survey control.
 NP0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0607.See file dsdata.txt to determine how the superseded data were derived.
 NP0607
 NP0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH1272133924(NAD 83)
 NP0607_MARKER: DD = SURVEY DISK
 NP0607_SETTING: 0 = UNSPECIFIED SETTING
 NP0607
 NP0607  HISTORY     - Date     Condition        Report By
 NP0607  HISTORY     - 1968     MONUMENTED       USGS
 NP0607
 NP0607                          STATION DESCRIPTION
 NP0607
 NP0607'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0607'THE STATION IS ABOUT 3.3 MI E. OF RUSHVILLE, NEAR THE COR.
 NP0607'OF SECS. 19, 20, 29 AND 30, T. 32 N., R. 43 W., 72 FT N. OF
 NP0607'U.S. HWY. 20 ON TOP OF S. SPOIL BANK OF RR. CUT.
 NP0607'
 NP0607'TO REACH FROM THE CENTER OF RUSHVILLE, GO E. ON U.S. HWY. 20
 NP0607'FOR 3.3 MI TO A CURVE IN RD. AND STATION ON THE LEFT.
 NP0607'
 NP0607'STATION MARK, IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0607'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0607'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET CURVE 1968 IS
 NP0607'72 FT N. OF U.S. HWY. 20, 337 FT W. OF A T-FENCE S., 3 FT S.
 NP0607'AND 1 FT E. OF A METAL WITNESS POST, THE MARK IS FLUSH WITH
 NP0607'THE GROUND.
 NP0607'
 NP0607'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0607'COPPER COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0607'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED CURVE
 NP0607'NO 1 1968 IS WSW. OF STATION, 67 FT N. OF CENTER OF U.S. HWY.
 NP0607'20, THE MARK IS FLUSH WITH THE GROUND.
 NP0607'
 NP0607'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0607'COPPER COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0607'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED CURVE
 NP0607'NO 2 1968 IS ENE. OF STATION, 79 FT N. OF CENTER OF U.S. HWY.
 NP0607'20, THE MARK IS FLUSH WITH THE GROUND.
 NP0607'
 NP0607'NO AZIMUTH MARK SET.
 NP0607'
 NP0607'REFERENCE AZIMUTH USED - RUSHVILLE MWT.
 NP0607'
 NP0607'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1121 ***********************************************************************
 ML1121  DESIGNATION -  CUSTER
 ML1121  PID         -  ML1121
 ML1121  STATE/COUNTY-  NE/GREELEY
 ML1121  USGS QUAD   -  GREELEY NE (1985)
 ML1121
 ML1121                         *CURRENT SURVEY CONTROL
 ML1121  ___________________________________________________________________
 ML1121* NAD 83(1995)-  41 38 11.26830(N)    098 32 46.21159(W)     ADJUSTED  
 ML1121* NAVD 88     -       700.7    (meters)    2299.     (feet)  VERTCON   
 ML1121  ___________________________________________________________________
 ML1121  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 ML1121  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 ML1121
 ML1121  HORZ ORDER  -  FIRST
 ML1121
 ML1121.The horizontal coordinates were established by classical geodetic methods
 ML1121.and adjusted by the National Geodetic Survey in August 1997..
 ML1121
 ML1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1121
 ML1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1121
 ML1121.The geoid height was determined by GEOID03.
 ML1121
 ML1121;                    North         East     Units Scale Factor Converg.
 ML1121;SPC NE       -   201,211.277   621,087.324   MT  0.99966118   +0 57 48.4
 ML1121;UTM  14      - 4,609,513.917   537,798.343   MT  0.99961758   +0 18 05.5
 ML1121
 ML1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1121!SPC NE       -   0.99989394  x   0.99966118  =   0.99955515
 ML1121!UTM  14      -   0.99989394  x   0.99961758  =   0.99951156
 ML1121
 ML1121|---------------------------------------------------------------------|
 ML1121| PID    Reference Object                     Distance      Geod. Az  |
 ML1121|                                                           dddmmss.s |
 ML1121| CN9098 CUSTER RM 1                          66.401 METERS 03146     |
 ML1121| ML1126 ELM                                 APPROX.28.1 KM 2924015.3 |
 ML1121| CN9099 CUSTER RM 2                          66.745 METERS 32906     |
 ML1121| CN9100 CUSTER RM 3                                        3465506.9 |
 ML1121|---------------------------------------------------------------------|
 ML1121
 ML1121                          SUPERSEDED SURVEY CONTROL
 ML1121
 ML1121  NAD 83(1986)-  41 38 11.27440(N)    098 32 46.21758(W) AD(       ) 1
 ML1121  NAD 27      -  41 38 11.23700(N)    098 32 44.94600(W) AD(       ) 1
 ML1121  NGVD 29 (07/19/86)  700.4    (m)         2298.     (f) VERT ANG       
 ML1121
 ML1121.Superseded values are not recommended for survey control.
 ML1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1121.See file dsdata.txt to determine how the superseded data were derived.
 ML1121
 ML1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3779809514(NAD 83)
 ML1121_MARKER: V = STONE MONUMENT
 ML1121_SETTING: 0 = UNSPECIFIED SETTING
 ML1121
 ML1121  HISTORY     - Date     Condition        Report By
 ML1121  HISTORY     - 1900     MONUMENTED       CGS
 ML1121  HISTORY     - 1927     GOOD             CGS
 ML1121  HISTORY     - 1930     GOOD             CGS
 ML1121  HISTORY     - 1935     GOOD             NEGS
 ML1121  HISTORY     - 1962     GOOD             CGS
 ML1121  HISTORY     - 1972     GOOD             NGS
 ML1121
 ML1121                          STATION DESCRIPTION
 ML1121
 ML1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 ML1121'STATION IS ON THE SUMMIT OF A PROMINENT HILL IN THE NE 1/4
 ML1121'SEC. 11, T 19 N, R 11 W, 3 MILES E AND 1 MILE N OF BELFAST,
 ML1121'AND 0.5 MILE W AND 7 MILES N OF GREELEY CENTER, ON SANDY LAND
 ML1121'OWNED BY MC KINLEY AND LANING LOAN AND TRUST COMPANY, OF
 ML1121'HASTINGS, NEBRASKA.  THE AZIMUTHS AND DISTANCES TO CERTAIN
 ML1121'POINTS ARE--TO GEORGE VAN ARSDELLS WINDMILL, 71 DEG 45 MIN,
 ML1121'4/5 MILE.  TO THE CHIMNEY OF MR. JUDGES HOUSE, 266 DEG 25 MIN.
 ML1121'TO MRS. JUDGES WINDMILL, 268 DEG 59 MIN, 3/5 MILE.  TO THE
 ML1121'CHIMNEY AT THE E END OF SCHOOLHOUSE, 306 DEG 13 MIN, 1/3
 ML1121'MILE.  TO THE SPIRE OF THE CATHOLIC CHURCH IN GREELEY CENTER,
 ML1121'353 DEG 47 MIN 02 SEC.  THERE ARE TWO UNDERGROUD MARKS, A JUG
 ML1121'TOP 3 FEET BELOW THE TOP OF THE SURFACE MARK AND A MILK
 ML1121'CROCK WITH CROSS LINES AND A SMALL DRILL HOLE IN THE BOTTOM
 ML1121'2.72 FEET BELOW THE TOP OF THE SURFACE MARK.
 ML1121'
 ML1121'THE SURFACE MARK IS A MARBLE POST 8 INCHES SQUARE AND 2.3 TO 2.6
 ML1121'FEET LONG, PLACED WITH ITS TOP FLUSH WITH THE GROUND, AND
 ML1121'HAVING TWO V-SHAPED GROOVES AT RIGHT ANGLES AND THE LETTERS
 ML1121'U.S.C.S. CUT IN ITS TOP.
 ML1121
 ML1121                          STATION RECOVERY (1927)
 ML1121
 ML1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (EOH)
 ML1121'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  ORIGINAL
 ML1121'DESCRIPTION IS STILL GOOD, EXCEPT THAT THE LAND IS NOW OWNED
 ML1121'BY DAVID VANOSDALL INSTEAD OF THE MC KINLEY AND LANING LOAN
 ML1121'AND TRUST COMPANY AS ORIGINALLY DESCRIBED.
 ML1121'
 ML1121'TO REACH FROM GREELEY GO W ABOUT 1-1/2 MILES ON THE ROAD TO
 ML1121'SCOTIA AND THEN TURN N FOR 6 MILES, TURN E 1 MILE AND THEN
 ML1121'S ABOUT 1/4 MILE TO MR. VANOSDALLS HOUSE AT THE RIGHT.  STATION
 ML1121'IS ABOUT 1/8 MILE NW OF HIS HOUSE.
 ML1121'
 ML1121'A 6-FOOT INSTRUMENT STAND REQUIRED.
 ML1121'
 ML1121'LUMBER, SUPPLIES, AND MAIL AT GREELEY.
 ML1121
 ML1121                          STATION RECOVERY (1930)
 ML1121
 ML1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (HWH)
 ML1121'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 ML1121'ORIGINAL DESCRIPTION IS STILL GOOD, EXCEPT THE LAND IS NOW
 ML1121'OWNED BY DAVID VANOSDALL, INSTEAD OF THE MC KINLEY AND LANING LOAN
 ML1121'AND TRUST COMPANY, AS ORIGINALLY DESCRIBED.  THE SURFACE MARK IS A
 ML1121'MARBLE MONUMENT, 8 INCHES IN CROSS SECTION, FLUSH WITH THE SURFACE,
 ML1121'WITH TWO CROSS LINES CARVED IN THE TOP WHICH DIVIDES THE
 ML1121'SURFACE INTO FOUR QUARTERS.  THE LETTERS U.S.C.S. ARE CUT
 ML1121'INTO THE SURFACE, ONE LETTER BEING IN EACH QUARTER.
 ML1121
 ML1121                          STATION RECOVERY (1935)
 ML1121
 ML1121'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 ML1121'STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 ML1121'MARK IS FLUSH WITH SURFACE OF THE GROUND.
 ML1121'
 ML1121'THE MARK IS ABOUT 6 MILES N AND 1/2 MILE W OF GREELEY.  FROM
 ML1121'THE SW CORNER OF THE GREELEY CEMETERY GO N ON A SECTION-LINE
 ML1121'ROAD ABOUT 5-3/4 MILES TO A FARM ENTRANCE OPPOSITE A SCHOOLHOUSE.
 ML1121'PROCEED W TO FARM BUILDINGS AND NW TO THE TOP OF A HILL AND
 ML1121'THE STATION SITE.
 ML1121
 ML1121                          STATION RECOVERY (1962)
 ML1121
 ML1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 ML1121'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 ML1121'NEW TO REACH FOLLOWS.
 ML1121'
 ML1121'TO REACH THE STATION FROM THE POST OFFICE IN GREELEY, GO WEST
 ML1121'0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY NO. 281.  TURN RIGHT
 ML1121'AND GO NORTH ON U.S. HIGHWAY NO. 281 FOR 5.5 MILES TO A WIRE
 ML1121'GATE ON THE LEFT.  TURN LEFT AND GO WEST ACROSS A PASTURE
 ML1121'FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH GATE AND GO NORTHWEST
 ML1121'ACROSS A PASTURE FOR 0.2 MILE TO THE TOP OF HILL AND STATION
 ML1121'SITE.
 ML1121
 ML1121                          STATION RECOVERY (1972)
 ML1121
 ML1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1121'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 ML1121'THERE IS NO EVIDENCE OF ANY OTHER MARKS EVER BEING ESTABLISHED.
 ML1121'REFERENCE MARKS 1, 2 AND 3 WERE ESTABLISHED AT THIS DATE.
 ML1121'A COMPLETE NEW DESCRIPTION FOLLOWS--
 ML1121'
 ML1121'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH OF GREELEY, 7
 ML1121'MILES SOUTH OF THE WHEELER-GREELEY COUNTY LINE AND 0.2 MILE
 ML1121'WEST OF U.S. HIGHWAY 281.
 ML1121'
 ML1121'TO REACH THE STATION FROM THE POST OFFICE IN GREELEY GO WEST
 ML1121'ON MAIN STREET FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY
 ML1121'281.  TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 281 FOR 6.2
 ML1121'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE
 ML1121'GRADED ROAD FOR 0.15 MILE TO A TRACK ROAD ON THE LEFT.  (CONTINUE
 ML1121'WEST ON THE GRADED ROAD FOR 0.15 MILE TO REFERENCE MARK 3 ON
 ML1121'THE LEFT.) TURN LEFT AND GO SOUTH ON THE TRACK ROAD ALONG
 ML1121'THE FENCE FOR 0.1 MILE TO A GATE IN A FENCE CORNER ON THE
 ML1121'LEFT.  PASS THROUGH THE GATE AND TURN SHARP RIGHT AROUND THE
 ML1121'FENCE CORNER FOLLOWING THE TRACK ROAD ALONG THE SOUTH SIDE
 ML1121'OF THE FENCE FOR 0.1 MILE TO THE HIGHEST POINT OF THE HILL
 ML1121'AND THE STATION.
 ML1121'
 ML1121'THE STATION MARK IS AN EIGHT INCH SQUARE MARBLE POST WITH THE
 ML1121'LETTERS USCS CHISELED IN THE TOP.  IT IS 218 FEET SOUTHEAST
 ML1121'OF A METAL WITNESS POST WITH SIGN, 217 FEET SOUTHWEST OF A
 ML1121'METAL WITNESS POST WITH SIGN AND 188 FEET SOUTH OF A FENCE.
 ML1121'
 ML1121'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CUSTER 1900 NO
 ML1121'1 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 ML1121'12-INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND
 ML1121'SURFACE.  IT IS 1.6 FEET EAST OF A METAL WITNESS POST WITH
 ML1121'SIGN AND 0.5 FEET SOUTH OF A FENCE.
 ML1121'
 ML1121'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CUSTER 1900 NO
 ML1121'2 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 ML1121'12-INCHES IN DIAMETER AND PROJECTS 7 INCHES ABOVE THE GROUND
 ML1121'SURFACE.  IT IS 2.5 FEET WEST OF A METAL WITNESS POST WITH
 ML1121'SIGN AND 0.8 FEET SOUTH OF A FENCE.
 ML1121'
 ML1121'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CUSTER 1900 NO
 ML1121'3 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 ML1121'12-INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 ML1121'SURFACE.  IT IS 29 FEET SOUTH OF THE CENTER OF THE GRADED ROAD,
 ML1121'2 FEET WEST OF A METAL WITNESS POST WITH SIGN AND 1 FOOT
 ML1121'NORTH OF THE RIGHT-OF-WAY FENCE.
 ML1121'
 ML1121'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 ML1121'NORTH OF GREELEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4122 ***********************************************************************
 AB4122  CBN         -  This is a Cooperative Base Network Control Station.
 AB4122  PACS        -  This is a Primary Airport Control Station.
 AB4122  DESIGNATION -  CZD A
 AB4122  PID         -  AB4122
 AB4122  STATE/COUNTY-  NE/DAWSON
 AB4122  USGS QUAD   -  GOTHENBURG SE (1970)
 AB4122
 AB4122                         *CURRENT SURVEY CONTROL
 AB4122  ___________________________________________________________________
 AB4122* NAD 83(1995)-  40 52 08.05934(N)    100 00 11.72457(W)     ADJUSTED  
 AB4122* NAVD 88     -       761.53   (meters)    2498.5    (feet)  GPS OBS   
 AB4122  ___________________________________________________________________
 AB4122  X           -    -839,110.549 (meters)                     COMP
 AB4122  Y           -  -4,757,251.114 (meters)                     COMP
 AB4122  Z           -   4,151,907.910 (meters)                     COMP
 AB4122  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AB4122  ELLIP HEIGHT-         738.15  (meters)          (09/24/01) GPS OBS
 AB4122  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 AB4122
 AB4122  HORZ ORDER  -  B
 AB4122  ELLP ORDER  -  FOURTH    CLASS I
 AB4122
 AB4122.This mark is at Cozad Municipal Airport (CZD)
 AB4122
 AB4122.The horizontal coordinates were established by GPS observations
 AB4122.and adjusted by the National Geodetic Survey in June 1996..
 AB4122
 AB4122.The orthometric height was determined by GPS observations and a
 AB4122.high-resolution geoid model.
 AB4122
 AB4122.GPS derived orthometric heights for airport stations designated as
 AB4122.PACS or SACS are published to 2 decimal places.  This maintains
 AB4122.centimeter relative accuracy between the PACS and SACS.  It does
 AB4122.not indicate centimeter accuracy relative to other marks which are
 AB4122.part of the NAVD 88 network.
 AB4122
 AB4122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4122
 AB4122.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4122
 AB4122.The ellipsoidal height was determined by GPS observations
 AB4122.and is referenced to NAD 83.
 AB4122
 AB4122.The geoid height was determined by GEOID03.
 AB4122
 AB4122;                    North         East     Units Scale Factor Converg.
 AB4122;SPC NE       -   114,976.764   499,725.521   MT  0.99971994   -0 00 07.8
 AB4122;UTM  14      - 4,524,688.829   415,456.980   MT  0.99968797   -0 39 23.4
 AB4122
 AB4122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4122!SPC NE       -   0.99988423  x   0.99971994  =   0.99960420
 AB4122!UTM  14      -   0.99988423  x   0.99968797  =   0.99957223
 AB4122
 AB4122                          SUPERSEDED SURVEY CONTROL
 AB4122
 AB4122  ELLIP H (06/25/96)  738.21   (m)                       GP(       ) 1 1
 AB4122
 AB4122.Superseded values are not recommended for survey control.
 AB4122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4122.See file dsdata.txt to determine how the superseded data were derived.
 AB4122
 AB4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1545724689(NAD 83)
 AB4122_MARKER: I = METAL ROD
 AB4122_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4122_STAMPING: CZD A 1995
 AB4122_MARK LOGO: NGS   
 AB4122_PROJECTION: FLUSH
 AB4122_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4122+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1997
 AB4122_ROD/PIPE-DEPTH: 11.7 meters
 AB4122_SLEEVE-DEPTH  : 1 meters
 AB4122
 AB4122  HISTORY     - Date     Condition        Report By
 AB4122  HISTORY     - 1995     MONUMENTED       NGS
 AB4122  HISTORY     - 19970802 GOOD             NGS
 AB4122
 AB4122                          STATION DESCRIPTION
 AB4122
 AB4122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4122'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF WILLOW
 AB4122'ISLAND, 1.0 MI (1.6 KM) NORTHWEST OF COZAD AND AT THE COZAD MUNICIPAL
 AB4122'AIRPORT AND NORTH OF THE INTERSECTION OF THE PAVED AND TURF RUNWAYS.
 AB4122'OWNERSHIP--COZAD AIRPORT AUTHORITY, PO BOX 309, COZAD NE 69130.
 AB4122'AIRPORT MANAGER IS ROD DONNER, PHONE (308) 784-4369.  TO REACH THE
 AB4122'STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 21
 AB4122'SOUTH IN COZAD (NOTE HIGHWAY 21 PASSES OVER HIGHWAY 30), GO
 AB4122'WEST-NORTHWEST ON U.S. HIGHWAY 30 FOR 1.0 MI (1.6 KM) TO A ROAD RIGHT,
 AB4122'TURN RIGHT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2
 AB4122'KM) TO THE APRON, BEAR RIGHT AND GO NORTHEAST ON THE APRON THEN A
 AB4122'CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT AND GO
 AB4122'NORTHWEST ON THE RUNWAY FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 AB4122'RIGHT (JUST AFTER CROSSING THE TURF RUNWAY).  THE STATION IS 150.0 FT
 AB4122'(45.7 M) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE TURF RUNWAY,
 AB4122'147.2 FT (44.9 M) NORTHEAST OF THE CENTER OF RUNWAY 13/31, 109.7 FT
 AB4122'(33.4 M) EAST-NORTHEAST OF A RUNWAY LIGHT (19), 13.2 FT (4.0 M) SOUTH
 AB4122'OF A DAYLIGHT RUNWAY MARKER PANEL WITH A WITNESS POST AND 8.1 FT (2.5
 AB4122'M) EAST OF A DAYLIGHT RUNWAY MARKER PANEL WITH A WITNESS POST.
 AB4122'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 AB4122'AIRPORT CONTROL STATION.
 AB4122
 AB4122                          STATION RECOVERY (1997)
 AB4122
 AB4122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4122'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  MANAGERS PHONE
 AB4122'NUMBER IS AIRPORT 308-784-4368 OR 308-784-4369.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0229 ***********************************************************************
 LH0229  DESIGNATION -  D
 LH0229  PID         -  LH0229
 LH0229  STATE/COUNTY-  NE/WEBSTER
 LH0229  USGS QUAD   -  GUIDE ROCK (1974)
 LH0229
 LH0229                         *CURRENT SURVEY CONTROL
 LH0229  ___________________________________________________________________
 LH0229* NAD 83(1986)-  40 04 25.     (N)    098 19 50.     (W)     SCALED    
 LH0229* NAVD 88     -       507.425  (meters)    1664.78   (feet)  ADJUSTED  
 LH0229  ___________________________________________________________________
 LH0229  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 LH0229  DYNAMIC HT  -         507.124 (meters)    1663.79  (feet)  COMP
 LH0229  MODELED GRAV-     980,017.4   (mgal)                       NAVD 88
 LH0229
 LH0229  VERT ORDER  -  FIRST     CLASS II
 LH0229
 LH0229.The horizontal coordinates were scaled from a topographic map and have
 LH0229.an estimated accuracy of +/- 6 seconds.
 LH0229
 LH0229.The orthometric height was determined by differential leveling
 LH0229.and adjusted by the National Geodetic Survey in June 1991..
 LH0229
 LH0229.The geoid height was determined by GEOID03.
 LH0229
 LH0229.The dynamic height is computed by dividing the NAVD 88
 LH0229.geopotential number by the normal gravity value computed on the
 LH0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0229.degrees latitude (g = 980.6199 gals.).
 LH0229
 LH0229.The modeled gravity was interpolated from observed gravity values.
 LH0229
 LH0229;                    North         East    Units  Estimated Accuracy
 LH0229;SPC NE       -    28,050.      642,390.      MT  (+/- 180 meters Scaled)
 LH0229
 LH0229                          SUPERSEDED SURVEY CONTROL
 LH0229
 LH0229  NGVD 29 (??/??/92)  507.224  (m)         1664.12   (f) ADJ UNCH    1 2
 LH0229
 LH0229.Superseded values are not recommended for survey control.
 LH0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0229.See file dsdata.txt to determine how the superseded data were derived.
 LH0229
 LH0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK570361(NAD 83)
 LH0229_MARKER: Z = SEE DESCRIPTION
 LH0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0229_SP_SET: STEP
 LH0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0229
 LH0229  HISTORY     - Date     Condition        Report By
 LH0229  HISTORY     - UNK      MONUMENTED       CGS
 LH0229  HISTORY     - 1947     GOOD             NGS
 LH0229
 LH0229                          STATION DESCRIPTION
 LH0229
 LH0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0229'AT GUIDE ROCK.
 LH0229'AT GUIDE ROCK, IN THE SOUTHWEST ANGLE OF THE SECOND STREET
 LH0229'INTERSECTION NORTH OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0229'TRACKS, AT THE NORTHEAST CORNER OF THE OLD BANK OF GUIDE ROCK
 LH0229'BUILDING, THE BOTTOM OF A 1-INCH SQUARE HOLE CUT IN THE TOP
 LH0229'OF AND 0.7 FOOT NORTHWEST OF THE SOUTHEAST END OF AND 0.5 FOOT
 LH0229'NORTHEAST OF THE SOUTHWEST EDGE OF THE TOP STONE STEP OF THE
 LH0229'STONE STEPS AT THE NORTHEAST ENTRANCE TO THE BUILDING, SURROUNDED
 LH0229'BY THE LETTERS U S B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0623 ***********************************************************************
 NN0623  DESIGNATION -  D
 NN0623  PID         -  NN0623
 NN0623  STATE/COUNTY-  NE/BOYD
 NN0623  USGS QUAD   -  MARTY (1974)
 NN0623
 NN0623                         *CURRENT SURVEY CONTROL
 NN0623  ___________________________________________________________________
 NN0623* NAD 83(1995)-  42 53 54.32156(N)    098 24 35.90569(W)     ADJUSTED  
 NN0623* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 NN0623  ___________________________________________________________________
 NN0623  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 NN0623  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 NN0623
 NN0623  HORZ ORDER  -  SECOND
 NN0623
 NN0623.The horizontal coordinates were established by classical geodetic methods
 NN0623.and adjusted by the National Geodetic Survey in August 1997..
 NN0623
 NN0623.The orthometric height was scaled from a topographic map.
 NN0623
 NN0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0623
 NN0623.The geoid height was determined by GEOID03.
 NN0623
 NN0623;                    North         East     Units Scale Factor Converg.
 NN0623;SPC NE       -   341,531.161   629,852.477   MT  0.99995498   +1 03 13.3
 NN0623;SPC SD S     -    64,595.833   757,074.335   MT  0.99998522   +1 19 36.6
 NN0623;SPC SD S     -   211,928.16  2,483,834.71   sFT  0.99998522   +1 19 36.6
 NN0623;UTM  14      - 4,749,703.743   548,171.272   MT  0.99962855   +0 24 05.9
 NN0623
 NN0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0623!SPC NE       -   0.99994476  x   0.99995498  =   0.99989974
 NN0623!SPC SD S     -   0.99994476  x   0.99998522  =   0.99992998
 NN0623!UTM  14      -   0.99994476  x   0.99962855  =   0.99957333
 NN0623
 NN0623                          SUPERSEDED SURVEY CONTROL
 NN0623
 NN0623  NAD 83(1986)-  42 53 54.33183(N)    098 24 35.91051(W) AD(       ) 2
 NN0623  NAD 27      -  42 53 54.34400(N)    098 24 34.62100(W) AD(       ) 2
 NN0623
 NN0623.Superseded values are not recommended for survey control.
 NN0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0623.See file dsdata.txt to determine how the superseded data were derived.
 NN0623
 NN0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4817149704(NAD 83)
 NN0623_MARKER: I = METAL ROD
 NN0623_SETTING: 0 = UNSPECIFIED SETTING
 NN0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0623
 NN0623  HISTORY     - Date     Condition        Report By
 NN0623  HISTORY     - 1948     MONUMENTED       USE
 NN0623
 NN0623                          STATION DESCRIPTION
 NN0623
 NN0623'DESCRIBED BY US ENGINEERS 1948 (MEW)
 NN0623'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF MONOWI,
 NN0623'AND ABOUT 6 MILES NORTH OF LYNCH.  IT IS 600 FEET EAST OF THE
 NN0623'HIGHEST POINT OF A HIGH RIDGE.  IT IS A 3 INCH IRON PIPE,
 NN0623'PAINTED WHITE, AND PROJECTS 1 FOOT.  THERE IS NO CAP ON THE
 NN0623'PIPE.
 NN0623'
 NN0623'A THIRD ORDER TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM
 NN0623'TRIANGULATION STATION MONOWI, WHICH IS ON THE HIGHEST POINT
 NN0623'OF THE RIDGE TO THE SOUTHWEST.  THE DISTANCE IS 164.537 METERS
 NN0623'OR 539.82 FEET.
 NN0623'
 NN0623'TO REACH THE STATION FROM LYNCH, GO EAST ON STATE HIGHWAY 12
 NN0623'FOR 3.0 MILES TO A CROSS ROAD.  TURN LEFT AND GO NORTH FOR
 NN0623'4.75 MILES TO ANOTHER CROSS ROAD.  TURN RIGHT AND GO 0.05
 NN0623'MILE TO A CULTIVATED FIELD ON THE LEFT.  TURN LEFT, OFF THE
 NN0623'ROAD, AND FOLLOW AROUND THE WEST AND NORTH EDGES OF THE FIELD
 NN0623'TO THE HIGHEST POINT AND STATION MONOWI.  FROM HERE THE
 NN0623'MARK IS NORTHEAST ON THE NEXT LOWER RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0896 ***********************************************************************
 ML0896  DESIGNATION -  D 1
 ML0896  PID         -  ML0896
 ML0896  STATE/COUNTY-  NE/CUSTER
 ML0896  USGS QUAD   -  WALWORTH (1978)
 ML0896
 ML0896                         *CURRENT SURVEY CONTROL
 ML0896  ___________________________________________________________________
 ML0896* NAD 83(1986)-  41 39 22.     (N)    099 34 25.     (W)     SCALED    
 ML0896* NAVD 88     -       727.499  (meters)    2386.80   (feet)  ADJUSTED  
 ML0896  ___________________________________________________________________
 ML0896  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 ML0896  DYNAMIC HT  -         727.127 (meters)    2385.58  (feet)  COMP
 ML0896  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 ML0896
 ML0896  VERT ORDER  -  SECOND    CLASS 0
 ML0896
 ML0896.The horizontal coordinates were scaled from a topographic map and have
 ML0896.an estimated accuracy of +/- 6 seconds.
 ML0896
 ML0896.The orthometric height was determined by differential leveling
 ML0896.and adjusted by the National Geodetic Survey in June 1991..
 ML0896
 ML0896.The geoid height was determined by GEOID03.
 ML0896
 ML0896.The dynamic height is computed by dividing the NAVD 88
 ML0896.geopotential number by the normal gravity value computed on the
 ML0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0896.degrees latitude (g = 980.6199 gals.).
 ML0896
 ML0896.The modeled gravity was interpolated from observed gravity values.
 ML0896
 ML0896;                    North         East    Units  Estimated Accuracy
 ML0896;SPC NE       -   202,460.      535,500.      MT  (+/- 180 meters Scaled)
 ML0896
 ML0896                          SUPERSEDED SURVEY CONTROL
 ML0896
 ML0896  NGVD 29 (??/??/92)  727.226  (m)         2385.91   (f) ADJ UNCH    2 0
 ML0896
 ML0896.Superseded values are not recommended for survey control.
 ML0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0896.See file dsdata.txt to determine how the superseded data were derived.
 ML0896
 ML0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM522117(NAD 83)
 ML0896_MARKER: DB = BENCH MARK DISK
 ML0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0896_STAMPING: D 1
 ML0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0896+STABILITY: SURFACE MOTION
 ML0896
 ML0896  HISTORY     - Date     Condition        Report By
 ML0896  HISTORY     - UNK      MONUMENTED       BOR
 ML0896  HISTORY     - 1950     GOOD             NGS
 ML0896
 ML0896                          STATION DESCRIPTION
 ML0896
 ML0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0896'4.2 MI NW FROM GATES.
 ML0896'3.0 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0896'GATES, THENCE 1.15 MILES NORTH ALONG A GRAVELED ROAD, 310 FEET
 ML0896'NORTHWEST OF THE NORTHWEST CORNER OF A STEEL BRIDGE OVER THE
 ML0896'MIDDLE LOUP RIVER, 258 FEET NORTHWEST OF THE CENTER LINE OF THE
 ML0896'GRAVELED ROAD, 98 FEET NORTHWEST OF A POWER POLE, 58 FEET WEST
 ML0896'OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTHWEST TO
 ML0896'A FARMHOUSE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0896'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0140 ***********************************************************************
 MN0140  DESIGNATION -  D 10
 MN0140  PID         -  MN0140
 MN0140  STATE/COUNTY-  NE/MORRILL
 MN0140  USGS QUAD   -  BRIDGEPORT (1965)
 MN0140
 MN0140                         *CURRENT SURVEY CONTROL
 MN0140  ___________________________________________________________________
 MN0140* NAD 83(1986)-  41 41 33.     (N)    103 06 57.     (W)     SCALED    
 MN0140* NAVD 88     -      1122.103  (meters)    3681.43   (feet)  ADJUSTED  
 MN0140  ___________________________________________________________________
 MN0140  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 MN0140  DYNAMIC HT  -        1121.400 (meters)    3679.13  (feet)  COMP
 MN0140  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 MN0140
 MN0140  VERT ORDER  -  FIRST     CLASS II
 MN0140
 MN0140.The horizontal coordinates were scaled from a topographic map and have
 MN0140.an estimated accuracy of +/- 6 seconds.
 MN0140
 MN0140.The orthometric height was determined by differential leveling
 MN0140.and adjusted by the National Geodetic Survey in June 1991..
 MN0140
 MN0140.The geoid height was determined by GEOID03.
 MN0140
 MN0140.The dynamic height is computed by dividing the NAVD 88
 MN0140.geopotential number by the normal gravity value computed on the
 MN0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0140.degrees latitude (g = 980.6199 gals.).
 MN0140
 MN0140.The modeled gravity was interpolated from observed gravity values.
 MN0140
 MN0140;                    North         East    Units  Estimated Accuracy
 MN0140;SPC NE       -   211,090.      240,760.      MT  (+/- 180 meters Scaled)
 MN0140
 MN0140                          SUPERSEDED SURVEY CONTROL
 MN0140
 MN0140  NGVD 29 (??/??/92) 1121.540  (m)         3679.59   (f) ADJ UNCH    1 2
 MN0140
 MN0140.Superseded values are not recommended for survey control.
 MN0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0140.See file dsdata.txt to determine how the superseded data were derived.
 MN0140
 MN0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG567173(NAD 83)
 MN0140_MARKER: DB = BENCH MARK DISK
 MN0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0140_SP_SET: CONCRETE POST
 MN0140_STAMPING: D 10 1933 3679.573
 MN0140_MARK LOGO: CGS   
 MN0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0140+STABILITY: SURFACE MOTION
 MN0140
 MN0140  HISTORY     - Date     Condition        Report By
 MN0140  HISTORY     - 1933     MONUMENTED       CGS
 MN0140  HISTORY     - 1956     GOOD             NGS
 MN0140  HISTORY     - 1985     GOOD             NGS
 MN0140
 MN0140                          STATION DESCRIPTION
 MN0140
 MN0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0140'2.4 MI N FROM BRIDGEPORT.
 MN0140'2.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0140'FROM THE STATION AT BRIDGEPORT, 0.7 MILE SOUTH OF AN OVERPASS
 MN0140'OF U.S. HIGHWAY 26 NORTH, 0.2 MILE NORTH OF THE CROSSING OF THE
 MN0140'UNION PACIFIC RAILROAD, 88 FEET NORTHEAST OF THE CENTER OF A
 MN0140'ROAD CROSSING, 51.3 FEET EAST OF THE EAST RAIL, 29 FEET NORTH
 MN0140'OF A TELEPHONE POLE, 3.5 FEET SOUTH OF A FENCE CORNER, 1.4 FEET
 MN0140'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MN0140'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION 20,
 MN0140'TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0140
 MN0140                          STATION RECOVERY (1985)
 MN0140
 MN0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0140'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0140'RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
 MN0140'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0341 ***********************************************************************
 NP0341  DESIGNATION -  D 11
 NP0341  PID         -  NP0341
 NP0341  STATE/COUNTY-  NE/BOX BUTTE
 NP0341  USGS QUAD   -  HEMINGFORD (1948)
 NP0341
 NP0341                         *CURRENT SURVEY CONTROL
 NP0341  ___________________________________________________________________
 NP0341* NAD 83(1986)-  42 18 25.     (N)    103 03 15.     (W)     SCALED    
 NP0341* NAVD 88     -      1289.723  (meters)    4231.37   (feet)  ADJUSTED  
 NP0341  ___________________________________________________________________
 NP0341  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 NP0341  DYNAMIC HT  -        1288.970 (meters)    4228.90  (feet)  COMP
 NP0341  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 NP0341
 NP0341  VERT ORDER  -  FIRST     CLASS II
 NP0341
 NP0341.The horizontal coordinates were scaled from a topographic map and have
 NP0341.an estimated accuracy of +/- 6 seconds.
 NP0341
 NP0341.The orthometric height was determined by differential leveling
 NP0341.and adjusted by the National Geodetic Survey in June 1991..
 NP0341.WARNING-Repeat measurements at this control monument indicate possible
 NP0341.vertical movement.
 NP0341
 NP0341.The geoid height was determined by GEOID03.
 NP0341
 NP0341.The dynamic height is computed by dividing the NAVD 88
 NP0341.geopotential number by the normal gravity value computed on the
 NP0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0341.degrees latitude (g = 980.6199 gals.).
 NP0341
 NP0341.The modeled gravity was interpolated from observed gravity values.
 NP0341
 NP0341;                    North         East    Units  Estimated Accuracy
 NP0341;SPC NE       -   279,090.      248,290.      MT  (+/- 180 meters Scaled)
 NP0341
 NP0341                          SUPERSEDED SURVEY CONTROL
 NP0341
 NP0341  NGVD 29 (??/??/92) 1289.093  (m)         4229.30   (f) ADJ UNCH    1 2
 NP0341
 NP0341.Superseded values are not recommended for survey control.
 NP0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0341.See file dsdata.txt to determine how the superseded data were derived.
 NP0341
 NP0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG603856(NAD 83)
 NP0341_MARKER: DB = BENCH MARK DISK
 NP0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0341_SP_SET: CONCRETE POST
 NP0341_STAMPING: D 11 1933 4228.925
 NP0341_MARK LOGO: CGS   
 NP0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0341+STABILITY: SURFACE MOTION
 NP0341
 NP0341  HISTORY     - Date     Condition        Report By
 NP0341  HISTORY     - 1933     MONUMENTED       CGS
 NP0341  HISTORY     - 1956     GOOD             NGS
 NP0341  HISTORY     - 1985     GOOD             NGS
 NP0341
 NP0341                          STATION DESCRIPTION
 NP0341
 NP0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0341'1.6 MI SE FROM HEMINGFORD.
 NP0341'1.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0341'RAILROAD FROM THE STATION AT HEMINGFORD, 5 POLES NORTHWEST OF
 NP0341'MILEPOST 383, AT A ROAD CROSSING, 44 FEET NORTHEAST OF THE
 NP0341'NORTHEAST RAIL, 33 FEET NORTH OF THE CENTER LINE OF A ROAD,
 NP0341'15.3 FEET SOUTHEAST OF A TELEPHONE POLE, 4 FEET SOUTHWEST OF A
 NP0341'FENCE CORNER, 1.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 NP0341'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 NP0341'IN THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 27 NORTH, RANGE
 NP0341'49 WEST.
 NP0341
 NP0341                          STATION RECOVERY (1985)
 NP0341
 NP0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0341'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--2.17 KM (1.35 MI) SOUTHEAST
 NP0341'ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 87 AT
 NP0341'HEMINGFORD.
 NP0341'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0699 ***********************************************************************
 ML0699  DESIGNATION -  D 116
 ML0699  PID         -  ML0699
 ML0699  STATE/COUNTY-  NE/CUSTER
 ML0699  USGS QUAD   -  BROKEN BOW SE (1978)
 ML0699
 ML0699                         *CURRENT SURVEY CONTROL
 ML0699  ___________________________________________________________________
 ML0699* NAD 83(1986)-  41 20 57.     (N)    099 30 04.     (W)     SCALED    
 ML0699* NAVD 88     -       724.395  (meters)    2376.62   (feet)  ADJUSTED  
 ML0699  ___________________________________________________________________
 ML0699  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 ML0699  DYNAMIC HT  -         724.019 (meters)    2375.39  (feet)  COMP
 ML0699  MODELED GRAV-     980,080.8   (mgal)                       NAVD 88
 ML0699
 ML0699  VERT ORDER  -  SECOND    CLASS 0
 ML0699
 ML0699.The horizontal coordinates were scaled from a topographic map and have
 ML0699.an estimated accuracy of +/- 6 seconds.
 ML0699
 ML0699.The orthometric height was determined by differential leveling
 ML0699.and adjusted by the National Geodetic Survey in June 1991..
 ML0699
 ML0699.The geoid height was determined by GEOID03.
 ML0699
 ML0699.The dynamic height is computed by dividing the NAVD 88
 ML0699.geopotential number by the normal gravity value computed on the
 ML0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0699.degrees latitude (g = 980.6199 gals.).
 ML0699
 ML0699.The modeled gravity was interpolated from observed gravity values.
 ML0699
 ML0699;                    North         East    Units  Estimated Accuracy
 ML0699;SPC NE       -   168,420.      541,740.      MT  (+/- 180 meters Scaled)
 ML0699
 ML0699                          SUPERSEDED SURVEY CONTROL
 ML0699
 ML0699  NGVD 29 (??/??/92)  724.154  (m)         2375.83   (f) ADJ UNCH    2 0
 ML0699
 ML0699.Superseded values are not recommended for survey control.
 ML0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0699.See file dsdata.txt to determine how the superseded data were derived.
 ML0699
 ML0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML580776(NAD 83)
 ML0699_MARKER: DB = BENCH MARK DISK
 ML0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0699_STAMPING: D 116 1934
 ML0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0699+STABILITY: SURFACE MOTION
 ML0699
 ML0699  HISTORY     - Date     Condition        Report By
 ML0699  HISTORY     - 1934     MONUMENTED       CGS
 ML0699  HISTORY     - 1949     MARK NOT FOUND   NGS
 ML0699
 ML0699                          STATION DESCRIPTION
 ML0699
 ML0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0699'AT BERWYN.
 ML0699'AT BERWYN, CUSTER COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 ML0699'RAILROAD, 2 POLES EAST OF THE EAST END OF BRIDGE 167.73, 125
 ML0699'FEET SOUTHWEST OF A SECTION HOUSE, AND 35 FEET SOUTH OF THE
 ML0699'SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED D 116
 ML0699'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0359 ***********************************************************************
 ML0359  DESIGNATION -  D 117
 ML0359  PID         -  ML0359
 ML0359  STATE/COUNTY-  NE/HOWARD
 ML0359  USGS QUAD   -  FARWELL (1978)
 ML0359
 ML0359                         *CURRENT SURVEY CONTROL
 ML0359  ___________________________________________________________________
 ML0359* NAD 83(1986)-  41 13 13.     (N)    098 40 40.     (W)     SCALED    
 ML0359* NAVD 88     -       601.720  (meters)    1974.14   (feet)  ADJUSTED  
 ML0359  ___________________________________________________________________
 ML0359  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 ML0359  DYNAMIC HT  -         601.412 (meters)    1973.13  (feet)  COMP
 ML0359  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 ML0359
 ML0359  VERT ORDER  -  SECOND    CLASS 0
 ML0359
 ML0359.The horizontal coordinates were scaled from a topographic map and have
 ML0359.an estimated accuracy of +/- 6 seconds.
 ML0359
 ML0359.The orthometric height was determined by differential leveling
 ML0359.and adjusted by the National Geodetic Survey in June 1991..
 ML0359
 ML0359.The geoid height was determined by GEOID03.
 ML0359
 ML0359.The dynamic height is computed by dividing the NAVD 88
 ML0359.geopotential number by the normal gravity value computed on the
 ML0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0359.degrees latitude (g = 980.6199 gals.).
 ML0359
 ML0359.The modeled gravity was interpolated from observed gravity values.
 ML0359
 ML0359;                    North         East    Units  Estimated Accuracy
 ML0359;SPC NE       -   154,830.      610,830.      MT  (+/- 180 meters Scaled)
 ML0359
 ML0359                          SUPERSEDED SURVEY CONTROL
 ML0359
 ML0359  NGVD 29 (??/??/92)  601.453  (m)         1973.27   (f) ADJ UNCH    2 0
 ML0359
 ML0359.Superseded values are not recommended for survey control.
 ML0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0359.See file dsdata.txt to determine how the superseded data were derived.
 ML0359
 ML0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL270632(NAD 83)
 ML0359_MARKER: DB = BENCH MARK DISK
 ML0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0359_STAMPING: D 117 1935
 ML0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0359+STABILITY: SURFACE MOTION
 ML0359
 ML0359  HISTORY     - Date     Condition        Report By
 ML0359  HISTORY     - 1935     MONUMENTED       CGS
 ML0359  HISTORY     - 1959     GOOD             NGS
 ML0359
 ML0359                          STATION DESCRIPTION
 ML0359
 ML0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ML0359'2.7 MI NW FROM FARWELL.
 ML0359'2.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0359'RAILROAD FROM THE STATION AT FARWELL, HOWARD COUNTY, 19 RAILS
 ML0359'NORTHWEST OF MILEPOST 22, 62.6 FEET SOUTH OF THE CENTERLINE OF
 ML0359'STATE HIGHWAY 16, AND 41 FEET EAST OF THE EAST RAIL OF THE MAIN
 ML0359'TRACK.  A STANDARD DISK, STAMPED D 117 1935 AND SET IN THE TOP
 ML0359'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0169 ***********************************************************************
 ML0169  DESIGNATION -  D 118
 ML0169  PID         -  ML0169
 ML0169  STATE/COUNTY-  NE/GREELEY
 ML0169  USGS QUAD   -  WOLBACH (1954)
 ML0169
 ML0169                         *CURRENT SURVEY CONTROL
 ML0169  ___________________________________________________________________
 ML0169* NAD 83(1986)-  41 25 32.     (N)    098 26 05.     (W)     SCALED    
 ML0169* NAVD 88     -       585.357  (meters)    1920.46   (feet)  ADJUSTED  
 ML0169  ___________________________________________________________________
 ML0169  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 ML0169  DYNAMIC HT  -         585.073 (meters)    1919.53  (feet)  COMP
 ML0169  MODELED GRAV-     980,118.5   (mgal)                       NAVD 88
 ML0169
 ML0169  VERT ORDER  -  SECOND    CLASS 0
 ML0169
 ML0169.The horizontal coordinates were scaled from a topographic map and have
 ML0169.an estimated accuracy of +/- 6 seconds.
 ML0169
 ML0169.The orthometric height was determined by differential leveling
 ML0169.and adjusted by the National Geodetic Survey in June 1991..
 ML0169
 ML0169.The geoid height was determined by GEOID03.
 ML0169
 ML0169.The dynamic height is computed by dividing the NAVD 88
 ML0169.geopotential number by the normal gravity value computed on the
 ML0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0169.degrees latitude (g = 980.6199 gals.).
 ML0169
 ML0169.The modeled gravity was interpolated from observed gravity values.
 ML0169
 ML0169;                    North         East    Units  Estimated Accuracy
 ML0169;SPC NE       -   177,960.      630,790.      MT  (+/- 180 meters Scaled)
 ML0169
 ML0169                          SUPERSEDED SURVEY CONTROL
 ML0169
 ML0169  NGVD 29 (??/??/92)  585.118  (m)         1919.67   (f) ADJ UNCH    2 0
 ML0169
 ML0169.Superseded values are not recommended for survey control.
 ML0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0169.See file dsdata.txt to determine how the superseded data were derived.
 ML0169
 ML0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL472861(NAD 83)
 ML0169_MARKER: DB = BENCH MARK DISK
 ML0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0169_STAMPING: D 112 1935
 ML0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0169+STABILITY: SURFACE MOTION
 ML0169
 ML0169  HISTORY     - Date     Condition        Report By
 ML0169  HISTORY     - 1935     MONUMENTED       CGS
 ML0169  HISTORY     - 1939     GOOD             NGS
 ML0169
 ML0169                          STATION DESCRIPTION
 ML0169
 ML0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0169'14.6 MI N FROM ST PAUL.
 ML0169'14.6 MILES NORTH OF POST OFFICE.  ALONG U.S. HIGHWAY NO. 281
 ML0169'BETWEEN ST. PAUL AND SPALDING, 6.1 MILES NORTHWEST OF SCHOOLHOUSE,
 ML0169'DISTRICT NO. 26 MIDWAY, AT THE CHICAGO, BURLINGTON AND QUINCY
 ML0169'RAILROAD CROSSING, 47.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 ML0169'TRACK, 29.8 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 3.5
 ML0169'FEET WEST OF THE CORNER RIGHT OF WAY POST.
 ML0169
 ML0169                          STATION RECOVERY (1939)
 ML0169
 ML0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 ML0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0172 ***********************************************************************
 ML0172  DESIGNATION -  D 118 RESET
 ML0172  PID         -  ML0172
 ML0172  STATE/COUNTY-  NE/GREELEY
 ML0172  USGS QUAD   -  WOLBACH (1954)
 ML0172
 ML0172                         *CURRENT SURVEY CONTROL
 ML0172  ___________________________________________________________________
 ML0172* NAD 83(1986)-  41 25 32.     (N)    098 26 05.     (W)     SCALED    
 ML0172* NAVD 88     -       585.36   (+/-2cm)    1920.5    (feet)  VERTCON   
 ML0172  ___________________________________________________________________
 ML0172  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 ML0172
 ML0172  VERT ORDER  -  THIRD (See Below)
 ML0172
 ML0172.The horizontal coordinates were scaled from a topographic map and have
 ML0172.an estimated accuracy of +/- 6 seconds.
 ML0172
 ML0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0172.The vertical order pertains to the NGVD 29 superseded value.
 ML0172
 ML0172.The geoid height was determined by GEOID03.
 ML0172
 ML0172;                    North         East    Units  Estimated Accuracy
 ML0172;SPC NE       -   177,960.      630,790.      MT  (+/- 180 meters Scaled)
 ML0172
 ML0172                          SUPERSEDED SURVEY CONTROL
 ML0172
 ML0172  NGVD 29 (??/??/??)  585.12   (m)         1919.7    (f) RESET       3  
 ML0172
 ML0172.Superseded values are not recommended for survey control.
 ML0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0172.See file dsdata.txt to determine how the superseded data were derived.
 ML0172
 ML0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL472861(NAD 83)
 ML0172_MARKER: DB = BENCH MARK DISK
 ML0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0172_STAMPING: D 118 1935 RESET 1939
 ML0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0172+STABILITY: SURFACE MOTION
 ML0172
 ML0172  HISTORY     - Date     Condition        Report By
 ML0172  HISTORY     - 1939     MONUMENTED       CGS
 ML0172
 ML0172                          STATION DESCRIPTION
 ML0172
 ML0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0172'15.3 MI N FROM ST PAUL.
 ML0172'IN GREELEY COUNTY, 15.3 MILES NORTH ALONG U.S. HIGHWAY 281 FROM
 ML0172'THE POST OFFICE AT ST. PAUL, HOWARD COUNTY, 0.1 MILE NORTHWEST
 ML0172'OF DISTRICT 26 SCHOOL, AT THE VIADUCT OVER THE CHICAGO, BURLINGTON
 ML0172'AND QUINCY RAILROAD, 40.3 FEET WEST OF THE CENTER LINE OF THE
 ML0172'VIADUCT, 34.5 FEET NORTHWEST OF THE SOUTHWEST ANCHOR BOLT OF THE
 ML0172'SOUTHWEST PEDESTAL, AND 22.2 FEET SOUTHWEST OF THE CENTER LINE
 ML0172'OF THE TRACK.  A STANDARD DISK, STAMPED D 118 1935 RESET 1939
 ML0172'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1099 ***********************************************************************
 LF1099  DESIGNATION -  D 12
 LF1099  PID         -  LF1099
 LF1099  STATE/COUNTY-  NE/OTOE
 LF1099  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1099
 LF1099                         *CURRENT SURVEY CONTROL
 LF1099  ___________________________________________________________________
 LF1099* NAD 83(1986)-  40 39 09.     (N)    095 55 44.     (W)     SCALED    
 LF1099* NAVD 88     -       345.869  (meters)    1134.74   (feet)  ADJUSTED  
 LF1099  ___________________________________________________________________
 LF1099  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 LF1099  DYNAMIC HT  -         345.685 (meters)    1134.13  (feet)  COMP
 LF1099  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 LF1099
 LF1099  VERT ORDER  -  FIRST     CLASS II
 LF1099
 LF1099.The horizontal coordinates were scaled from a topographic map and have
 LF1099.an estimated accuracy of +/- 6 seconds.
 LF1099
 LF1099.The orthometric height was determined by differential leveling
 LF1099.and adjusted by the National Geodetic Survey in May 1993..
 LF1099
 LF1099.The geoid height was determined by GEOID03.
 LF1099
 LF1099.The dynamic height is computed by dividing the NAVD 88
 LF1099.geopotential number by the normal gravity value computed on the
 LF1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1099.degrees latitude (g = 980.6199 gals.).
 LF1099
 LF1099.The modeled gravity was interpolated from observed gravity values.
 LF1099
 LF1099;                    North         East    Units  Estimated Accuracy
 LF1099;SPC NE       -    99,050.      844,110.      MT  (+/- 180 meters Scaled)
 LF1099
 LF1099                          SUPERSEDED SURVEY CONTROL
 LF1099
 LF1099  NAVD 88 (06/15/91)  345.829  (m)         1134.61   (f) UNKNOWN     1 2
 LF1099  NGVD 29 (??/??/92)  345.705  (m)         1134.20   (f) ADJ UNCH    1 2
 LF1099
 LF1099.Superseded values are not recommended for survey control.
 LF1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1099.See file dsdata.txt to determine how the superseded data were derived.
 LF1099
 LF1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF523043(NAD 83)
 LF1099_MARKER: DB = BENCH MARK DISK
 LF1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1099_SP_SET: CONCRETE POST
 LF1099_STAMPING: D 12 1933 1133.695
 LF1099_MARK LOGO: CGS   
 LF1099_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1099+STABILITY: SURFACE MOTION
 LF1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1099+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LF1099
 LF1099  HISTORY     - Date     Condition        Report By
 LF1099  HISTORY     - 1933     MONUMENTED       CGS
 LF1099  HISTORY     - 1934     GOOD             NGS
 LF1099  HISTORY     - 19911023 GOOD             NGS
 LF1099
 LF1099                          STATION DESCRIPTION
 LF1099
 LF1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LF1099'4.4 MI W FROM NEBRASKA CITY.
 LF1099'4.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF1099'FROM THE STATION AT NEBRASKA CITY, OTOE COUNTY, 8 FEET SOUTHWEST
 LF1099'OF MILEPOST 10, 138 FEET NORTHEAST OF A 6-FOOT CONCRETE PIPE
 LF1099'CULVERT, AT A ROAD CROSSING, 43.7 FEET SOUTHEAST OF THE CENTERLINE
 LF1099'OF THE TRACK, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 LF1099'AND 4 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 LF1099'STAMPED 1133.695 D 12 1933 AND SET IN THE TOP OF A CONCRETE POST
 LF1099'PROJECTING 3 INCHES ABOVE GROUND.
 LF1099
 LF1099                          STATION RECOVERY (1991)
 LF1099
 LF1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1099'6.7 KM (4.15 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1099'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, THENCE 1.6 KM
 LF1099'(1.00 MI) SOUTHERLY ALONG A GRAVELED ROAD, THENCE 0.5 KM (0.30 MI)
 LF1099'EASTERLY ALONG A GRAVELED ROAD, 17.6 M (57.7 FT) SOUTH OF THE CENTER
 LF1099'OF THE ROAD, 12.6 M (41.3 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LF1099'BURLINGTON NORTHERN RAILROAD, 12.2 M (40.0 FT) WEST OF A UTILITY POLE
 LF1099'WITH A GUY CABLE, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, 0.3 M
 LF1099'(1.0 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT PROJECTS 0.1
 LF1099'M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0139 ***********************************************************************
 MM0139  DESIGNATION -  D 120
 MM0139  PID         -  MM0139
 MM0139  STATE/COUNTY-  NE/LOGAN
 MM0139  USGS QUAD   -  STAPLETON (1972)
 MM0139
 MM0139                         *CURRENT SURVEY CONTROL
 MM0139  ___________________________________________________________________
 MM0139* NAD 83(1986)-  41 28 50.     (N)    100 30 54.     (W)     SCALED    
 MM0139* NAVD 88     -       884.464  (meters)    2901.78   (feet)  ADJUSTED  
 MM0139  ___________________________________________________________________
 MM0139  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 MM0139  DYNAMIC HT  -         883.975 (meters)    2900.17  (feet)  COMP
 MM0139  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 MM0139
 MM0139  VERT ORDER  -  SECOND    CLASS 0
 MM0139
 MM0139.The horizontal coordinates were scaled from a topographic map and have
 MM0139.an estimated accuracy of +/- 6 seconds.
 MM0139
 MM0139.The orthometric height was determined by differential leveling
 MM0139.and adjusted by the National Geodetic Survey in June 1991..
 MM0139
 MM0139.The geoid height was determined by GEOID03.
 MM0139
 MM0139.The dynamic height is computed by dividing the NAVD 88
 MM0139.geopotential number by the normal gravity value computed on the
 MM0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0139.degrees latitude (g = 980.6199 gals.).
 MM0139
 MM0139.The modeled gravity was interpolated from observed gravity values.
 MM0139
 MM0139;                    North         East    Units  Estimated Accuracy
 MM0139;SPC NE       -   183,010.      457,000.      MT  (+/- 180 meters Scaled)
 MM0139
 MM0139                          SUPERSEDED SURVEY CONTROL
 MM0139
 MM0139  NGVD 29 (??/??/92)  884.159  (m)         2900.78   (f) ADJ UNCH    2 0
 MM0139
 MM0139.Superseded values are not recommended for survey control.
 MM0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0139.See file dsdata.txt to determine how the superseded data were derived.
 MM0139
 MM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL735932(NAD 83)
 MM0139_MARKER: DB = BENCH MARK DISK
 MM0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0139_STAMPING: D 120 1934
 MM0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0139+STABILITY: SURFACE MOTION
 MM0139
 MM0139  HISTORY     - Date     Condition        Report By
 MM0139  HISTORY     - 1934     MONUMENTED       CGS
 MM0139  HISTORY     - 1954     GOOD             NGS
 MM0139
 MM0139                          STATION DESCRIPTION
 MM0139
 MM0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0139'AT STAPLETON.
 MM0139'AT STAPLETON, LOGAN COUNTY, ON STATE HIGHWAY 40, AT THE CITY
 MM0139'PARK, OPPOSITE THE STANDARD OIL CO. SERVICE STATION, 43.5 FEET
 MM0139'NORTH OF THE CENTER LINE OF THE HIGHWAY, 9.7 FEET WEST OF THE
 MM0139'WEST END OF A PARK ENTRANCE GATE, AND 1 FOOT SOUTH OF THE
 MM0139'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 120 1934 AND SET
 MM0139'IN THE TOP OF A CONCRETE POST.
 MM0139
 MM0139                          STATION RECOVERY (1954)
 MM0139
 MM0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 MM0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0546 ***********************************************************************
 ML0546  DESIGNATION -  D 121 RESET
 ML0546  PID         -  ML0546
 ML0546  STATE/COUNTY-  NE/WHEELER
 ML0546  USGS QUAD   -  BARTLETT (1985)
 ML0546
 ML0546                         *CURRENT SURVEY CONTROL
 ML0546  ___________________________________________________________________
 ML0546* NAD 83(1986)-  41 53 04.     (N)    098 32 53.     (W)     SCALED    
 ML0546* NAVD 88     -       659.42   (meters)    2163.4    (feet)  RESET     
 ML0546  ___________________________________________________________________
 ML0546  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ML0546
 ML0546  VERT ORDER  -  THIRD
 ML0546
 ML0546.The horizontal coordinates were scaled from a topographic map and have
 ML0546.an estimated accuracy of +/- 6 seconds.
 ML0546
 ML0546.The orthometric height was computed from unverified reset data.
 ML0546
 ML0546.The geoid height was determined by GEOID03.
 ML0546
 ML0546;                    North         East    Units  Estimated Accuracy
 ML0546;SPC NE       -   228,740.      620,470.      MT  (+/- 180 meters Scaled)
 ML0546
 ML0546                          SUPERSEDED SURVEY CONTROL
 ML0546
 ML0546  NGVD 29 (??/??/??)  659.19   (m)         2162.7    (f) RESET       3  
 ML0546
 ML0546.Superseded values are not recommended for survey control.
 ML0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0546.See file dsdata.txt to determine how the superseded data were derived.
 ML0546
 ML0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM374370(NAD 83)
 ML0546_MARKER: DB = BENCH MARK DISK
 ML0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0546_STAMPING: D 121 1935 RESET 1959
 ML0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0546+STABILITY: SURFACE MOTION
 ML0546
 ML0546  HISTORY     - Date     Condition        Report By
 ML0546  HISTORY     - 1959     MONUMENTED       NEDR
 ML0546
 ML0546                          STATION DESCRIPTION
 ML0546
 ML0546'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 ML0546'0.2 MI E FROM BARTLETT.
 ML0546'THE MARK IS LOCATED 0.25 MILE EAST ALONG THE CENTERLINE OF STREET
 ML0546'LEADING EAST FROM THE COURTHOUSE AT BARTLETT, AT THE SOUTHEAST
 ML0546'EDGE OF TOWN, 114 FEET NORTH OF THE CENTERLINE OF THE STREET
 ML0546'LEADING EAST FROM THE COURTHOUSE, 11.5 FEET NORTHEAST OF A LARGE
 ML0546'COTTONWOOD TREE, 2.0 FEET EAST OF A FENCE LINE RUNNING NORTH AND
 ML0546'SOUTH AND 120 FEET WEST OF THE CENTERLINE OF HIGHWAY 281, AND
 ML0546'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0383 ***********************************************************************
 ML0383  DESIGNATION -  D 122
 ML0383  PID         -  ML0383
 ML0383  STATE/COUNTY-  NE/SHERMAN
 ML0383  USGS QUAD   -  ROCKVILLE (1978)
 ML0383
 ML0383                         *CURRENT SURVEY CONTROL
 ML0383  ___________________________________________________________________
 ML0383* NAD 83(1986)-  41 06 18.     (N)    098 51 47.     (W)     SCALED    
 ML0383* NAVD 88     -       633.873  (meters)    2079.63   (feet)  POSTED    
 ML0383  ___________________________________________________________________
 ML0383  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ML0383  DYNAMIC HT  -         633.540 (meters)    2078.54  (feet)  COMP
 ML0383  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 ML0383
 ML0383  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 ML0383
 ML0383.The horizontal coordinates were scaled from a topographic map and have
 ML0383.an estimated accuracy of +/- 6 seconds.
 ML0383
 ML0383.The orthometric height was determined by differential leveling
 ML0383.and adjusted by the National Geodetic Survey in 1992..
 ML0383.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 ML0383.rate of 3.1 thru 4.0 mm/km.
 ML0383
 ML0383.The geoid height was determined by GEOID03.
 ML0383
 ML0383.The dynamic height is computed by dividing the NAVD 88
 ML0383.geopotential number by the normal gravity value computed on the
 ML0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0383.degrees latitude (g = 980.6199 gals.).
 ML0383
 ML0383.The modeled gravity was interpolated from observed gravity values.
 ML0383
 ML0383;                    North         East    Units  Estimated Accuracy
 ML0383;SPC NE       -   141,820.      595,470.      MT  (+/- 180 meters Scaled)
 ML0383
 ML0383                          SUPERSEDED SURVEY CONTROL
 ML0383
 ML0383  NGVD 29 (??/??/92)  633.637  (m)         2078.86   (f) ADJ UNCH    2 0
 ML0383
 ML0383.Superseded values are not recommended for survey control.
 ML0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0383.See file dsdata.txt to determine how the superseded data were derived.
 ML0383
 ML0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL114504(NAD 83)
 ML0383_MARKER: DB = BENCH MARK DISK
 ML0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0383_STAMPING: D 122 1935
 ML0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0383+STABILITY: SURFACE MOTION
 ML0383
 ML0383  HISTORY     - Date     Condition        Report By
 ML0383  HISTORY     - 1935     MONUMENTED       CGS
 ML0383  HISTORY     - 1949     MARK NOT FOUND   NGS
 ML0383
 ML0383                          STATION DESCRIPTION
 ML0383
 ML0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0383'2.3 MI SW FROM ROCKVILLE.
 ML0383'2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 ML0383'AT ROCKVILLE, SHERMAN COUNTY, NEAR THE FOOT OF A HILL OPPOSITE
 ML0383'THE ENTRANCE TO A FIELD AND FARM BUILDINGS, 28.9 FEET SOUTH OF
 ML0383'THE CENTER LINE OF THE HIGHWAY, AT THE CENTER OF A DEAD-END LANE,
 ML0383'AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND SET IN TOP OF
 ML0383'A CONCRETE POST.  NOTE-- A ROAD NOW LEADS SOUTH INSTEAD OF A
 ML0383'DEAD LANE WHICH HAS DESTROYED OR PUT THE MARK UNDER A DEEP FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0343 ***********************************************************************
 ML0343  DESIGNATION -  D 125
 ML0343  PID         -  ML0343
 ML0343  STATE/COUNTY-  NE/HOWARD
 ML0343  USGS QUAD   -  ELBA (1953)
 ML0343
 ML0343                         *CURRENT SURVEY CONTROL
 ML0343  ___________________________________________________________________
 ML0343* NAD 83(1986)-  41 17 03.     (N)    098 33 52.     (W)     SCALED    
 ML0343* NAVD 88     -       564.222  (meters)    1851.12   (feet)  ADJUSTED  
 ML0343  ___________________________________________________________________
 ML0343  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 ML0343  DYNAMIC HT  -         563.945 (meters)    1850.21  (feet)  COMP
 ML0343  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 ML0343
 ML0343  VERT ORDER  -  SECOND    CLASS 0
 ML0343
 ML0343.The horizontal coordinates were scaled from a topographic map and have
 ML0343.an estimated accuracy of +/- 6 seconds.
 ML0343
 ML0343.The orthometric height was determined by differential leveling
 ML0343.and adjusted by the National Geodetic Survey in June 1991..
 ML0343
 ML0343.The geoid height was determined by GEOID03.
 ML0343
 ML0343.The dynamic height is computed by dividing the NAVD 88
 ML0343.geopotential number by the normal gravity value computed on the
 ML0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0343.degrees latitude (g = 980.6199 gals.).
 ML0343
 ML0343.The modeled gravity was interpolated from observed gravity values.
 ML0343
 ML0343;                    North         East    Units  Estimated Accuracy
 ML0343;SPC NE       -   162,080.      620,220.      MT  (+/- 180 meters Scaled)
 ML0343
 ML0343                          SUPERSEDED SURVEY CONTROL
 ML0343
 ML0343  NGVD 29 (??/??/92)  563.980  (m)         1850.32   (f) ADJ UNCH    2 0
 ML0343
 ML0343.Superseded values are not recommended for survey control.
 ML0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0343.See file dsdata.txt to determine how the superseded data were derived.
 ML0343
 ML0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL364703(NAD 83)
 ML0343_MARKER: DB = BENCH MARK DISK
 ML0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0343_STAMPING: D-125 1935
 ML0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0343+STABILITY: SURFACE MOTION
 ML0343
 ML0343  HISTORY     - Date     Condition        Report By
 ML0343  HISTORY     - 1935     MONUMENTED       CGS
 ML0343
 ML0343                          STATION DESCRIPTION
 ML0343
 ML0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0343'0.1 MI SE FROM ELBA.
 ML0343'0.1 MILE SOUTHEAST OF THE UNION PACIFIC STATION BY RAIL ALONG THE
 ML0343'UNION PACIFIC RAILROAD BETWEEN ST. PAUL AND ORD, AT RAILROAD
 ML0343'MILEAGE 30.6, 150 FEET SOUTH OF RAILROAD SWITCH, 46.1 FEET SOUTHWEST
 ML0343'OF THE WEST RAIL OF THE MAIN TRACK, AND 41 FEET SOUTHWEST OF THE
 ML0343'WEST END OF CATTLEGUARD NO. 30.60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0631 ***********************************************************************
 ML0631  DESIGNATION -  D 126
 ML0631  PID         -  ML0631
 ML0631  STATE/COUNTY-  NE/GARFIELD
 ML0631  USGS QUAD   -  BURWELL SE (1978)
 ML0631
 ML0631                         *CURRENT SURVEY CONTROL
 ML0631  ___________________________________________________________________
 ML0631* NAD 83(1986)-  41 49 12.     (N)    099 06 45.     (W)     SCALED    
 ML0631* NAVD 88     -       719.871  (meters)    2361.78   (feet)  ADJUSTED  
 ML0631  ___________________________________________________________________
 ML0631  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 ML0631  DYNAMIC HT  -         719.524 (meters)    2360.64  (feet)  COMP
 ML0631  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 ML0631
 ML0631  VERT ORDER  -  SECOND    CLASS 0
 ML0631
 ML0631.The horizontal coordinates were scaled from a topographic map and have
 ML0631.an estimated accuracy of +/- 6 seconds.
 ML0631
 ML0631.The orthometric height was determined by differential leveling
 ML0631.and adjusted by the National Geodetic Survey in June 1991..
 ML0631
 ML0631.The geoid height was determined by GEOID03.
 ML0631
 ML0631.The dynamic height is computed by dividing the NAVD 88
 ML0631.geopotential number by the normal gravity value computed on the
 ML0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0631.degrees latitude (g = 980.6199 gals.).
 ML0631
 ML0631.The modeled gravity was interpolated from observed gravity values.
 ML0631
 ML0631;                    North         East    Units  Estimated Accuracy
 ML0631;SPC NE       -   220,950.      573,710.      MT  (+/- 180 meters Scaled)
 ML0631
 ML0631                          SUPERSEDED SURVEY CONTROL
 ML0631
 ML0631  NGVD 29 (??/??/92)  719.605  (m)         2360.90   (f) ADJ UNCH    2 0
 ML0631
 ML0631.Superseded values are not recommended for survey control.
 ML0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0631.See file dsdata.txt to determine how the superseded data were derived.
 ML0631
 ML0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM906297(NAD 83)
 ML0631_MARKER: DB = BENCH MARK DISK
 ML0631_SETTING: 0 = UNSPECIFIED SETTING
 ML0631_STAMPING: D 126 1935
 ML0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0631
 ML0631  HISTORY     - Date     Condition        Report By
 ML0631  HISTORY     - 1935     MONUMENTED       CGS
 ML0631  HISTORY     - 1964     GOOD             NGS
 ML0631
 ML0631                          STATION DESCRIPTION
 ML0631
 ML0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 ML0631'3.9 MI NE FROM BURWELL.
 ML0631'TO REACH THIS MARK FROM THE COURTHOUSE IN BURWELL, GARFIELD
 ML0631'COUNTY, GO EAST FOR 0.5 MILE TO STATE HIGHWAYS 11 AND 91.,
 ML0631'THENCE LEFT ON STATE HIGHWAYS 11 AND 91 TO THE BRIDGE OVER
 ML0631'THE LOUP RIVER, CONTINUE NORTH OF STATE HIGHWAYS 11 AND 91
 ML0631'FOR 0.2 MILE TO WHERE THE HIGHWAYS TURN EAST, CONTINUE NORTH
 ML0631'AND NORTHEAST ON THE OLD HIGHWAY FOR 3.0 MILES TO THE BENCH
 ML0631'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0260 ***********************************************************************
 NN0260  DESIGNATION -  D 127
 NN0260  PID         -  NN0260
 NN0260  STATE/COUNTY-  NE/HOLT
 NN0260  USGS QUAD   -  EMMET NW (1986)
 NN0260
 NN0260                         *CURRENT SURVEY CONTROL
 NN0260  ___________________________________________________________________
 NN0260* NAD 83(1986)-  42 27 51.     (N)    098 58 14.     (W)     SCALED    
 NN0260* NAVD 88     -       642.632  (meters)    2108.37   (feet)  ADJUSTED  
 NN0260  ___________________________________________________________________
 NN0260  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 NN0260  DYNAMIC HT  -         642.375 (meters)    2107.53  (feet)  COMP
 NN0260  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 NN0260
 NN0260  VERT ORDER  -  SECOND    CLASS 0
 NN0260
 NN0260.The horizontal coordinates were scaled from a topographic map and have
 NN0260.an estimated accuracy of +/- 6 seconds.
 NN0260
 NN0260.The orthometric height was determined by differential leveling
 NN0260.and adjusted by the National Geodetic Survey in June 1991..
 NN0260
 NN0260.The geoid height was determined by GEOID03.
 NN0260
 NN0260.The dynamic height is computed by dividing the NAVD 88
 NN0260.geopotential number by the normal gravity value computed on the
 NN0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0260.degrees latitude (g = 980.6199 gals.).
 NN0260
 NN0260.The modeled gravity was interpolated from observed gravity values.
 NN0260
 NN0260;                    North         East    Units  Estimated Accuracy
 NN0260;SPC NE       -   292,610.      584,650.      MT  (+/- 180 meters Scaled)
 NN0260
 NN0260                          SUPERSEDED SURVEY CONTROL
 NN0260
 NN0260  NGVD 29 (??/??/92)  642.405  (m)         2107.62   (f) ADJ UNCH    2 0
 NN0260
 NN0260.Superseded values are not recommended for survey control.
 NN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0260.See file dsdata.txt to determine how the superseded data were derived.
 NN0260
 NN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN024013(NAD 83)
 NN0260_MARKER: DB = BENCH MARK DISK
 NN0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0260_STAMPING: D-127-1935
 NN0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0260+STABILITY: SURFACE MOTION
 NN0260
 NN0260  HISTORY     - Date     Condition        Report By
 NN0260  HISTORY     - 1935     MONUMENTED       CGS
 NN0260
 NN0260                          STATION DESCRIPTION
 NN0260
 NN0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0260'4.6 MI S FROM ATKINSON.
 NN0260'4.6 MILES SOUTH OF THE POST OFFICE BY HIGHWAY.  ALONG STATE
 NN0260'HIGHWAY 11 BETWEEN BURWELL AND ATKINSON, 42 FEET SOUTH OF THE
 NN0260'CENTER LINE OF CROSS ROAD, 37.5 FEET EAST OF THE CENTER LINE OF
 NN0260'HIGHWAY, 20.0 FEET SOUTH OF THE SOUTHEAST CORNER OF CEMENT ROAD
 NN0260'CULVERT ON CROSS ROAD, 12 FEET SOUTH OF CORNER POST, 1.0 FEET
 NN0260'BELOW THE LEVEL OF THE TOP OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0261 ***********************************************************************
 NN0261  DESIGNATION -  D 127 RESET
 NN0261  PID         -  NN0261
 NN0261  STATE/COUNTY-  NE/HOLT
 NN0261  USGS QUAD   -  EMMET NW (1986)
 NN0261
 NN0261                         *CURRENT SURVEY CONTROL
 NN0261  ___________________________________________________________________
 NN0261* NAD 83(1986)-  42 27 50.     (N)    098 58 13.     (W)     SCALED    
 NN0261* NAVD 88     -       642.80   (meters)    2108.9    (feet)  RESET     
 NN0261  ___________________________________________________________________
 NN0261  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 NN0261
 NN0261  VERT ORDER  -  THIRD
 NN0261
 NN0261.The horizontal coordinates were scaled from a topographic map and have
 NN0261.an estimated accuracy of +/- 6 seconds.
 NN0261
 NN0261.The orthometric height was computed from unverified reset data.
 NN0261
 NN0261.The geoid height was determined by GEOID03.
 NN0261
 NN0261;                    North         East    Units  Estimated Accuracy
 NN0261;SPC NE       -   292,580.      584,670.      MT  (+/- 180 meters Scaled)
 NN0261
 NN0261                          SUPERSEDED SURVEY CONTROL
 NN0261
 NN0261.No superseded survey control is available for this station.
 NN0261
 NN0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN024012(NAD 83)
 NN0261_MARKER: DB = BENCH MARK DISK
 NN0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0261_STAMPING: D 127 1935 RESET 1954
 NN0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0261+STABILITY: SURFACE MOTION
 NN0261
 NN0261  HISTORY     - Date     Condition        Report By
 NN0261  HISTORY     - 1954     MONUMENTED       CGS
 NN0261  HISTORY     - 1964     GOOD             NGS
 NN0261
 NN0261                          STATION DESCRIPTION
 NN0261
 NN0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NN0261'4.5 MI S FROM ATKINSON.
 NN0261'4.6 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 NN0261'ATKINSON, AT A ROAD INTERSECTION, 32 FEET SOUTH OF THE CENTER
 NN0261'LINE OF THE ROAD, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 NN0261'2 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT EAST OF THE FENCE.  A
 NN0261'STANDARD DISK, STAMPED D 127 RESET 1954 AND SET IN THE TOP OF A
 NN0261'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE MARK
 NN0261'IS 4.5 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE CHICAGO AND
 NN0261'NORTHWESTERN RAILWAY CROSSING IN ATKINSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0130 ***********************************************************************
 NN0130  DESIGNATION -  D 128
 NN0130  PID         -  NN0130
 NN0130  STATE/COUNTY-  NE/ANTELOPE
 NN0130  USGS QUAD   -  CLEARWATER (1986)
 NN0130
 NN0130                         *CURRENT SURVEY CONTROL
 NN0130  ___________________________________________________________________
 NN0130* NAD 83(1986)-  42 10 17.     (N)    098 11 17.     (W)     SCALED    
 NN0130* NAVD 88     -       546.764  (meters)    1793.84   (feet)  ADJUSTED  
 NN0130  ___________________________________________________________________
 NN0130  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 NN0130  DYNAMIC HT  -         546.544 (meters)    1793.12  (feet)  COMP
 NN0130  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 NN0130
 NN0130  VERT ORDER  -  SECOND    CLASS 0
 NN0130
 NN0130.The horizontal coordinates were scaled from a topographic map and have
 NN0130.an estimated accuracy of +/- 6 seconds.
 NN0130
 NN0130.The orthometric height was determined by differential leveling
 NN0130.and adjusted by the National Geodetic Survey in June 1991..
 NN0130
 NN0130.The geoid height was determined by GEOID03.
 NN0130
 NN0130.The dynamic height is computed by dividing the NAVD 88
 NN0130.geopotential number by the normal gravity value computed on the
 NN0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0130.degrees latitude (g = 980.6199 gals.).
 NN0130
 NN0130.The modeled gravity was interpolated from observed gravity values.
 NN0130
 NN0130;                    North         East    Units  Estimated Accuracy
 NN0130;SPC NE       -   261,160.      649,670.      MT  (+/- 180 meters Scaled)
 NN0130
 NN0130                          SUPERSEDED SURVEY CONTROL
 NN0130
 NN0130  NGVD 29 (??/??/92)  546.554  (m)         1793.15   (f) ADJ UNCH    2 0
 NN0130
 NN0130.Superseded values are not recommended for survey control.
 NN0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0130.See file dsdata.txt to determine how the superseded data were derived.
 NN0130
 NN0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM670691(NAD 83)
 NN0130_MARKER: DB = BENCH MARK DISK
 NN0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0130_SP_SET: CONCRETE FOOTING
 NN0130_STAMPING: D 128 1935
 NN0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0130
 NN0130  HISTORY     - Date     Condition        Report By
 NN0130  HISTORY     - 1935     MONUMENTED       CGS
 NN0130  HISTORY     - 1981     GOOD             LOCSUR
 NN0130
 NN0130                          STATION DESCRIPTION
 NN0130
 NN0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0130'AT CLEARWATER.
 NN0130'AT CLEARWATER, ANTELOPE COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NN0130'RAILWAY, 6-1/2 RAILS NORTHEAST OF THE NORTHEAST CORNER OF THE
 NN0130'STATION, 87 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 8.7
 NN0130'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AT A WATER TOWER,
 NN0130'IN THE TOP OF THE SOUTHWEST FOOTING, AND ABOUT 3 FEET HIGHER THAN
 NN0130'THE TRACK.  A STANDARD DISK, STAMPED D 128 1935.
 NN0130
 NN0130                          STATION RECOVERY (1981)
 NN0130
 NN0130'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NN0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0301 ***********************************************************************
 LG0301  DESIGNATION -  D 13
 LG0301  PID         -  LG0301
 LG0301  STATE/COUNTY-  NE/LANCASTER
 LG0301  USGS QUAD   -  LINCOLN (1980)
 LG0301
 LG0301                         *CURRENT SURVEY CONTROL
 LG0301  ___________________________________________________________________
 LG0301* NAD 83(1986)-  40 46 02.     (N)    096 40 21.     (W)     SCALED    
 LG0301* NAVD 88     -       366.163  (meters)    1201.32   (feet)  ADJUSTED  
 LG0301  ___________________________________________________________________
 LG0301  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 LG0301  DYNAMIC HT  -         366.005 (meters)    1200.80  (feet)  COMP
 LG0301  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 LG0301
 LG0301  VERT ORDER  -  FIRST     CLASS II
 LG0301
 LG0301.The horizontal coordinates were scaled from a topographic map and have
 LG0301.an estimated accuracy of +/- 6 seconds.
 LG0301
 LG0301.The orthometric height was determined by differential leveling
 LG0301.and adjusted by the National Geodetic Survey in June 1991..
 LG0301
 LG0301.The geoid height was determined by GEOID03.
 LG0301
 LG0301.The dynamic height is computed by dividing the NAVD 88
 LG0301.geopotential number by the normal gravity value computed on the
 LG0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0301.degrees latitude (g = 980.6199 gals.).
 LG0301
 LG0301.The modeled gravity was interpolated from observed gravity values.
 LG0301
 LG0301;                    North         East    Units  Estimated Accuracy
 LG0301;SPC NE       -   109,090.      780,800.      MT  (+/- 180 meters Scaled)
 LG0301
 LG0301                          SUPERSEDED SURVEY CONTROL
 LG0301
 LG0301  NGVD 29 (??/??/92)  366.068  (m)         1201.01   (f) ADJ UNCH    1 2
 LG0301
 LG0301.Superseded values are not recommended for survey control.
 LG0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0301.See file dsdata.txt to determine how the superseded data were derived.
 LG0301
 LG0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL964155(NAD 83)
 LG0301_MARKER: DB = BENCH MARK DISK
 LG0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0301_STAMPING: D 13 1933
 LG0301_MARK LOGO: CGS   
 LG0301_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0301+STABILITY: SURFACE MOTION
 LG0301
 LG0301  HISTORY     - Date     Condition        Report By
 LG0301  HISTORY     - 1933     MONUMENTED       CGS
 LG0301  HISTORY     - 1960     GOOD             NGS
 LG0301  HISTORY     - 1971     GOOD             LOCSUR
 LG0301  HISTORY     - 19900123 POOR             NGS
 LG0301
 LG0301                          STATION DESCRIPTION
 LG0301
 LG0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LG0301'4.9 MI SE FROM LINCOLN.
 LG0301'4.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0301'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 0.6
 LG0301'MILE EAST OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0301'OVERHEAD CROSSING, 57 FEET NORTHWEST OF MILEPOST 58, 35 FEET
 LG0301'NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE 57.98, AT A
 LG0301'FARM-ROAD CROSSING, 57 FEET NORTHEAST OF THE CENTER OF THE
 LG0301'CROSSING, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET
 LG0301'EAST OF A 4 X 4 WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LG0301'STAMPED 1200.496 D 13 1933 AND SET IN THE TOP OF A CONCRETE POST
 LG0301'PROJECTING 0.3 FOOT ABOVE GROUND.
 LG0301
 LG0301                          STATION RECOVERY (1971)
 LG0301
 LG0301'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 LG0301'RECOVERED IN GOOD CONDITION.
 LG0301
 LG0301                          STATION RECOVERY (1990)
 LG0301
 LG0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (JAO)
 LG0301'THE MARK WAS FOUND TILTED TO THE WEST.  THE ELEVATION OF THIS MARK IS
 LG0301'NO LONGER RELIABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0342 ***********************************************************************
 NO0342  DESIGNATION -  D 130
 NO0342  PID         -  NO0342
 NO0342  STATE/COUNTY-  NE/CHERRY
 NO0342  USGS QUAD   -  WILD MARE LAKE NW (1990)
 NO0342
 NO0342                         *CURRENT SURVEY CONTROL
 NO0342  ___________________________________________________________________
 NO0342* NAD 83(1986)-  42 39 19.     (N)    101 40 20.     (W)     SCALED    
 NO0342* NAVD 88     -      1048.907  (meters)    3441.29   (feet)  ADJUSTED  
 NO0342  ___________________________________________________________________
 NO0342  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 NO0342  DYNAMIC HT  -        1048.409 (meters)    3439.66  (feet)  COMP
 NO0342  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 NO0342
 NO0342  VERT ORDER  -  SECOND    CLASS 0
 NO0342
 NO0342.The horizontal coordinates were scaled from a topographic map and have
 NO0342.an estimated accuracy of +/- 6 seconds.
 NO0342
 NO0342.The orthometric height was determined by differential leveling
 NO0342.and adjusted by the National Geodetic Survey in June 1991..
 NO0342
 NO0342.The geoid height was determined by GEOID03.
 NO0342
 NO0342.The dynamic height is computed by dividing the NAVD 88
 NO0342.geopotential number by the normal gravity value computed on the
 NO0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0342.degrees latitude (g = 980.6199 gals.).
 NO0342
 NO0342.The modeled gravity was interpolated from observed gravity values.
 NO0342
 NO0342;                    North         East    Units  Estimated Accuracy
 NO0342;SPC NE       -   314,660.      362,910.      MT  (+/- 180 meters Scaled)
 NO0342
 NO0342                          SUPERSEDED SURVEY CONTROL
 NO0342
 NO0342  NGVD 29 (??/??/92) 1048.468  (m)         3439.85   (f) ADJ UNCH    2 0
 NO0342
 NO0342.Superseded values are not recommended for survey control.
 NO0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0342.See file dsdata.txt to determine how the superseded data were derived.
 NO0342
 NO0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN809259(NAD 83)
 NO0342_MARKER: DB = BENCH MARK DISK
 NO0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0342_STAMPING: D 130 1934
 NO0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0342+STABILITY: SURFACE MOTION
 NO0342
 NO0342  HISTORY     - Date     Condition        Report By
 NO0342  HISTORY     - 1934     MONUMENTED       CGS
 NO0342  HISTORY     - 1948     GOOD             NGS
 NO0342  HISTORY     - 19880701 MARK NOT FOUND   USGS
 NO0342
 NO0342                          STATION DESCRIPTION
 NO0342
 NO0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0342'21.7 MI S FROM MERRIMAN.
 NO0342'21.7 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0342'COUNTY, 6.0 MILES NORTH OF SNAKE RIVER, 0.25 MILE EAST OF THE
 NO0342'JAMISON RANCH HOUSE, 25 YARDS EAST OF THE CENTERLINE OF THE
 NO0342'HIGHWAY, AND 5 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 NO0342'D 130 1934 AND SET IN THE TOP OF A CONCRETE POST.  8.6 MILES
 NO0342'(AIR LINE) SOUTH OF MERRIMAN 1.9 MILES SOUTHEAST OF JENSEN
 NO0342'RANCH HOUSE, 0.9 MILES SOUTHEAST OF STANDARD SCHOOL (NO. 138), 5.7
 NO0342'MILES NORTH OF CLIFFORD BRIDGE OVER SNAKE RIVER, NEAR CENTER
 NO0342'OF NORTHWEST 1/4 SEC. 21, T. 31 N., R. 37 W., 300 FEET NORTH
 NO0342'AND 600 FEET EAST OF HARRY FISHER RANCH HOUSE, 9 FEET NORTH OF EAST
 NO0342'AND WEST FENCE.
 NO0342
 NO0342                          STATION RECOVERY (1988)
 NO0342
 NO0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1252 ***********************************************************************
 MK1252  DESIGNATION -  D 130
 MK1252  PID         -  MK1252
 MK1252  STATE/COUNTY-  NE/COLFAX
 MK1252  USGS QUAD   -  RICHLAND (1968)
 MK1252
 MK1252                         *CURRENT SURVEY CONTROL
 MK1252  ___________________________________________________________________
 MK1252* NAD 83(1986)-  41 26 17.     (N)    097 12 46.     (W)     SCALED    
 MK1252* NAVD 88     -       426.617  (meters)    1399.66   (feet)  ADJUSTED  
 MK1252  ___________________________________________________________________
 MK1252  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 MK1252  DYNAMIC HT  -         426.434 (meters)    1399.06  (feet)  COMP
 MK1252  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 MK1252
 MK1252  VERT ORDER  -  SECOND    CLASS 0
 MK1252
 MK1252.The horizontal coordinates were scaled from a topographic map and have
 MK1252.an estimated accuracy of +/- 6 seconds.
 MK1252
 MK1252.The orthometric height was determined by differential leveling
 MK1252.and adjusted by the National Geodetic Survey in June 1991..
 MK1252
 MK1252.The geoid height was determined by GEOID03.
 MK1252
 MK1252.The dynamic height is computed by dividing the NAVD 88
 MK1252.geopotential number by the normal gravity value computed on the
 MK1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1252.degrees latitude (g = 980.6199 gals.).
 MK1252
 MK1252.The modeled gravity was interpolated from observed gravity values.
 MK1252
 MK1252;                    North         East    Units  Estimated Accuracy
 MK1252;SPC NE       -   181,920.      732,820.      MT  (+/- 180 meters Scaled)
 MK1252
 MK1252                          SUPERSEDED SURVEY CONTROL
 MK1252
 MK1252  NGVD 29 (??/??/92)  426.442  (m)         1399.09   (f) ADJ UNCH    2 0
 MK1252
 MK1252.Superseded values are not recommended for survey control.
 MK1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1252.See file dsdata.txt to determine how the superseded data were derived.
 MK1252
 MK1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL493889(NAD 83)
 MK1252_MARKER: DB = BENCH MARK DISK
 MK1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1252_STAMPING: D 130 1935
 MK1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1252+STABILITY: SURFACE MOTION
 MK1252
 MK1252  HISTORY     - Date     Condition        Report By
 MK1252  HISTORY     - 1935     MONUMENTED       CGS
 MK1252  HISTORY     - 1941     GOOD             NGS
 MK1252  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MK1252
 MK1252                          STATION DESCRIPTION
 MK1252
 MK1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1252'IN RICHLAND.
 MK1252'ALONG THE UNION PACIFIC RAILROAD BETWEEN COLUMBUS AND FREEMONT,
 MK1252'NEBRASKA, AT RICHLAND DEPOT, 519.0 FEET EAST OF MILE POST 77,
 MK1252'61.0 FEET EAST OF SOUTHEAST CORNER OF UNION PACIFIC DEPOT, AND
 MK1252'41.5 FEET SOUTH OF SOUTH RAIL.
 MK1252
 MK1252                          STATION RECOVERY (1941)
 MK1252
 MK1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MK1252'RECOVERED IN GOOD CONDITION.
 MK1252
 MK1252                          STATION RECOVERY (1984)
 MK1252
 MK1252'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0489 ***********************************************************************
 MK0489  DESIGNATION -  D 131
 MK0489  PID         -  MK0489
 MK0489  STATE/COUNTY-  NE/WASHINGTON
 MK0489  USGS QUAD   -  ARLINGTON (1968)
 MK0489
 MK0489                         *CURRENT SURVEY CONTROL
 MK0489  ___________________________________________________________________
 MK0489* NAD 83(1986)-  41 26 35.     (N)    096 21 50.     (W)     SCALED    
 MK0489* NAVD 88     -       354.806  (meters)    1164.06   (feet)  ADJUSTED  
 MK0489  ___________________________________________________________________
 MK0489  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 MK0489  DYNAMIC HT  -         354.642 (meters)    1163.52  (feet)  COMP
 MK0489  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 MK0489
 MK0489  VERT ORDER  -  SECOND    CLASS 0
 MK0489
 MK0489.The horizontal coordinates were scaled from a topographic map and have
 MK0489.an estimated accuracy of +/- 6 seconds.
 MK0489
 MK0489.The orthometric height was determined by differential leveling
 MK0489.and adjusted by the National Geodetic Survey in June 1991..
 MK0489
 MK0489.The geoid height was determined by GEOID03.
 MK0489
 MK0489.The dynamic height is computed by dividing the NAVD 88
 MK0489.geopotential number by the normal gravity value computed on the
 MK0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0489.degrees latitude (g = 980.6199 gals.).
 MK0489
 MK0489.The modeled gravity was interpolated from observed gravity values.
 MK0489
 MK0489;                    North         East    Units  Estimated Accuracy
 MK0489;SPC NE       -   185,110.      803,670.      MT  (+/- 180 meters Scaled)
 MK0489
 MK0489                          SUPERSEDED SURVEY CONTROL
 MK0489
 MK0489  NGVD 29 (??/??/92)  354.661  (m)         1163.58   (f) ADJ UNCH    2 0
 MK0489
 MK0489.Superseded values are not recommended for survey control.
 MK0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0489.See file dsdata.txt to determine how the superseded data were derived.
 MK0489
 MK0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL202912(NAD 83)
 MK0489_MARKER: DB = BENCH MARK DISK
 MK0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0489_SP_SET: BRIDGE ABUTMENT
 MK0489_STAMPING: D 131 1935
 MK0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0489
 MK0489  HISTORY     - Date     Condition        Report By
 MK0489  HISTORY     - 1935     MONUMENTED       CGS
 MK0489  HISTORY     - 1950     GOOD             NGS
 MK0489
 MK0489                          STATION DESCRIPTION
 MK0489
 MK0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0489'1 MI SW FROM ARLINGTON.
 MK0489'1.0 MILES SOUTHWEST OF C. AND N.W. DEPOT BY RAIL.  ALONG THE
 MK0489'CHICAGO AND NORTH WESTERN RAILROAD BETWEEN FREMONT, NEBRASKA
 MK0489'AND CALIFORNIA, IOWA.  IN THE EAST SIDE OF NORTH ABUTMENT OF
 MK0489'RAILROAD BRIDGE 6-144 OVER ELKHORN RIVER.  12 FEET EAST OF EAST
 MK0489'RAIL AND ABUT 3 FEET BELOW THE TRACK LEVEL.
 MK0489
 MK0489                          STATION RECOVERY (1950)
 MK0489
 MK0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1056 ***********************************************************************
 MK1056  DESIGNATION -  D 132
 MK1056  PID         -  MK1056
 MK1056  STATE/COUNTY-  NE/DODGE
 MK1056  USGS QUAD   -  UEHLING (1966)
 MK1056
 MK1056                         *CURRENT SURVEY CONTROL
 MK1056  ___________________________________________________________________
 MK1056* NAD 83(1986)-  41 44 03.     (N)    096 30 21.     (W)     SCALED    
 MK1056* NAVD 88     -       380.103  (meters)    1247.05   (feet)  ADJUSTED  
 MK1056  ___________________________________________________________________
 MK1056  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 MK1056  DYNAMIC HT  -         379.962 (meters)    1246.59  (feet)  COMP
 MK1056  MODELED GRAV-     980,240.2   (mgal)                       NAVD 88
 MK1056
 MK1056  VERT ORDER  -  SECOND    CLASS 0
 MK1056
 MK1056.The horizontal coordinates were scaled from a topographic map and have
 MK1056.an estimated accuracy of +/- 6 seconds.
 MK1056
 MK1056.The orthometric height was determined by differential leveling
 MK1056.and adjusted by the National Geodetic Survey in June 1991..
 MK1056
 MK1056.The geoid height was determined by GEOID03.
 MK1056
 MK1056.The dynamic height is computed by dividing the NAVD 88
 MK1056.geopotential number by the normal gravity value computed on the
 MK1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1056.degrees latitude (g = 980.6199 gals.).
 MK1056
 MK1056.The modeled gravity was interpolated from observed gravity values.
 MK1056
 MK1056;                    North         East    Units  Estimated Accuracy
 MK1056;SPC NE       -   216,910.      790,520.      MT  (+/- 180 meters Scaled)
 MK1056
 MK1056                          SUPERSEDED SURVEY CONTROL
 MK1056
 MK1056  NGVD 29 (??/??/92)  379.970  (m)         1246.62   (f) ADJ UNCH    2 0
 MK1056
 MK1056.Superseded values are not recommended for survey control.
 MK1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1056.See file dsdata.txt to determine how the superseded data were derived.
 MK1056
 MK1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM074232(NAD 83)
 MK1056_MARKER: DB = BENCH MARK DISK
 MK1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1056_STAMPING: D 132 1935
 MK1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1056+STABILITY: SURFACE MOTION
 MK1056
 MK1056  HISTORY     - Date     Condition        Report By
 MK1056  HISTORY     - 1935     MONUMENTED       CGS
 MK1056  HISTORY     - 1947     GOOD             NGS
 MK1056
 MK1056                          STATION DESCRIPTION
 MK1056
 MK1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK1056'AT UEHLING.
 MK1056'AT UEHLING, AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK1056'STATION, 193.0 FEET NORTH OF THE CENTER OF THE MAIN EAST-WEST
 MK1056'STREET OF THE TOWN, 45.2 FEET EAST OF THE EAST RAIL OF THE
 MK1056'MAIN TRACK, 23.0 FEET NORTH NORTHWEST OF THE NORTHEAST CORNER
 MK1056'OF THE STATION, 4.5 FEET WEST OF A POINT IN LINE WITH A ROW
 MK1056'OF TELEPHONE POLES, 1.0 FOOT SOUTH OF A 4-INCH ROUND CONCRETE
 MK1056'MARKER POST WHICH IS 5 FEET HIGH AND IS PAINTED WHITE, SET
 MK1056'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK
 MK1056'AND PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1057 ***********************************************************************
 MK1057  DESIGNATION -  D 132 RESET
 MK1057  PID         -  MK1057
 MK1057  STATE/COUNTY-  NE/DODGE
 MK1057  USGS QUAD   -  UEHLING (1966)
 MK1057
 MK1057                         *CURRENT SURVEY CONTROL
 MK1057  ___________________________________________________________________
 MK1057* NAD 83(1986)-  41 44 03.     (N)    096 30 21.     (W)     SCALED    
 MK1057* NAVD 88     -       380.07   (meters)    1246.9    (feet)  RESET     
 MK1057  ___________________________________________________________________
 MK1057  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 MK1057
 MK1057  VERT ORDER  -  THIRD
 MK1057
 MK1057.The horizontal coordinates were scaled from a topographic map and have
 MK1057.an estimated accuracy of +/- 6 seconds.
 MK1057
 MK1057.The orthometric height was computed from unverified reset data.
 MK1057
 MK1057.The geoid height was determined by GEOID03.
 MK1057
 MK1057;                    North         East    Units  Estimated Accuracy
 MK1057;SPC NE       -   216,910.      790,520.      MT  (+/- 180 meters Scaled)
 MK1057
 MK1057                          SUPERSEDED SURVEY CONTROL
 MK1057
 MK1057  NGVD 29 (??/??/??)  379.93   (m)         1246.5    (f) RESET       3  
 MK1057
 MK1057.Superseded values are not recommended for survey control.
 MK1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1057.See file dsdata.txt to determine how the superseded data were derived.
 MK1057
 MK1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM074232(NAD 83)
 MK1057_MARKER: DB = BENCH MARK DISK
 MK1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1057_STAMPING: D 132 RESET 1952
 MK1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1057+STABILITY: SURFACE MOTION
 MK1057
 MK1057  HISTORY     - Date     Condition        Report By
 MK1057  HISTORY     - 1952     MONUMENTED       CGS
 MK1057
 MK1057                          STATION DESCRIPTION
 MK1057
 MK1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MK1057'AT UEHLING.
 MK1057'AT UEHLING, DODGE COUNTY, AT THE CHICAGO, BURLINGTON AND QUINCY
 MK1057'RAILROAD STATION, 170 FEET NORTH OF THE CENTERLINE OF THE MAIN
 MK1057'STREET, 50.4 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK,
 MK1057'2.1 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE STATION,
 MK1057'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED D 132
 MK1057'RESET 1952 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK1057'8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0934 ***********************************************************************
 MK0934  DESIGNATION -  D 134
 MK0934  PID         -  MK0934
 MK0934  STATE/COUNTY-  NE/SAUNDERS
 MK0934  USGS QUAD   -  WAHOO EAST (1983)
 MK0934
 MK0934                         *CURRENT SURVEY CONTROL
 MK0934  ___________________________________________________________________
 MK0934* NAD 83(1986)-  41 12 11.     (N)    096 37 13.     (W)     SCALED    
 MK0934* NAVD 88     -       357.646  (meters)    1173.38   (feet)  ADJUSTED  
 MK0934  ___________________________________________________________________
 MK0934  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 MK0934  DYNAMIC HT  -         357.475 (meters)    1172.82  (feet)  COMP
 MK0934  MODELED GRAV-     980,136.3   (mgal)                       NAVD 88
 MK0934
 MK0934  VERT ORDER  -  SECOND    CLASS 0
 MK0934
 MK0934.The horizontal coordinates were scaled from a topographic map and have
 MK0934.an estimated accuracy of +/- 6 seconds.
 MK0934
 MK0934.The orthometric height was determined by differential leveling
 MK0934.and adjusted by the National Geodetic Survey in June 1991..
 MK0934
 MK0934.The geoid height was determined by GEOID03.
 MK0934
 MK0934.The dynamic height is computed by dividing the NAVD 88
 MK0934.geopotential number by the normal gravity value computed on the
 MK0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0934.degrees latitude (g = 980.6199 gals.).
 MK0934
 MK0934.The modeled gravity was interpolated from observed gravity values.
 MK0934
 MK0934;                    North         East    Units  Estimated Accuracy
 MK0934;SPC NE       -   157,610.      783,310.      MT  (+/- 180 meters Scaled)
 MK0934
 MK0934                          SUPERSEDED SURVEY CONTROL
 MK0934
 MK0934  NGVD 29 (??/??/92)  357.502  (m)         1172.90   (f) ADJ UNCH    2 0
 MK0934
 MK0934.Superseded values are not recommended for survey control.
 MK0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0934.See file dsdata.txt to determine how the superseded data were derived.
 MK0934
 MK0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL995640(NAD 83)
 MK0934_MARKER: DB = BENCH MARK DISK
 MK0934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0934_SP_SET: BRIDGE ABUTMENT
 MK0934_STAMPING: D 134 1935
 MK0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0934
 MK0934  HISTORY     - Date     Condition        Report By
 MK0934  HISTORY     - 1935     MONUMENTED       CGS
 MK0934  HISTORY     - 1968     MARK NOT FOUND   NGS
 MK0934
 MK0934                          STATION DESCRIPTION
 MK0934
 MK0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0934'0.9 MI S FROM WAHOO.
 MK0934'0.9 MILES SOUTH OF C. AND N.W. DEPOT BY RAIL.  ALONG THE CHICAGO
 MK0934'AND NORTH WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA,
 MK0934'IN THE SOUTHWEST CORNER OF SOUTH ABUTMENT OF C. AND N.W. STEEL
 MK0934'BRIDGE OVER SMALL CREEK.  8.5 FEET WEST OF WEST RAIL, AND 4.5
 MK0934'FEET BELOW TRACK LEVEL.
 MK0934
 MK0934                          STATION RECOVERY (1968)
 MK0934
 MK0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MK0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0679 ***********************************************************************
 LG0679  DESIGNATION -  D 135
 LG0679  PID         -  LG0679
 LG0679  STATE/COUNTY-  NE/FILLMORE
 LG0679  USGS QUAD   -  FAIRMONT (1969)
 LG0679
 LG0679                         *CURRENT SURVEY CONTROL
 LG0679  ___________________________________________________________________
 LG0679* NAD 83(1986)-  40 41 28.     (N)    097 34 41.     (W)     SCALED    
 LG0679* NAVD 88     -       498.886  (meters)    1636.76   (feet)  ADJUSTED  
 LG0679  ___________________________________________________________________
 LG0679  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 LG0679  DYNAMIC HT  -         498.617 (meters)    1635.88  (feet)  COMP
 LG0679  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 LG0679
 LG0679  VERT ORDER  -  SECOND    CLASS 0
 LG0679
 LG0679.The horizontal coordinates were scaled from a topographic map and have
 LG0679.an estimated accuracy of +/- 6 seconds.
 LG0679
 LG0679.The orthometric height was determined by differential leveling
 LG0679.and adjusted by the National Geodetic Survey in June 1991..
 LG0679
 LG0679.The geoid height was determined by GEOID03.
 LG0679
 LG0679.The dynamic height is computed by dividing the NAVD 88
 LG0679.geopotential number by the normal gravity value computed on the
 LG0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0679.degrees latitude (g = 980.6199 gals.).
 LG0679
 LG0679.The modeled gravity was interpolated from observed gravity values.
 LG0679
 LG0679;                    North         East    Units  Estimated Accuracy
 LG0679;SPC NE       -    98,100.      704,640.      MT  (+/- 180 meters Scaled)
 LG0679
 LG0679                          SUPERSEDED SURVEY CONTROL
 LG0679
 LG0679  NGVD 29 (??/??/92)  498.705  (m)         1636.17   (f) ADJ UNCH    2 0
 LG0679
 LG0679.Superseded values are not recommended for survey control.
 LG0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0679.See file dsdata.txt to determine how the superseded data were derived.
 LG0679
 LG0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL201054(NAD 83)
 LG0679_MARKER: DB = BENCH MARK DISK
 LG0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0679_STAMPING: D 135 1935
 LG0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0679+STABILITY: SURFACE MOTION
 LG0679
 LG0679  HISTORY     - Date     Condition        Report By
 LG0679  HISTORY     - 1935     MONUMENTED       CGS
 LG0679  HISTORY     - 1941     GOOD             NGS
 LG0679
 LG0679                          STATION DESCRIPTION
 LG0679
 LG0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0679'4.1 MI N FROM FAIRMONT.
 LG0679'4.1 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE CHICAGO,
 LG0679'BURLINGTON AND QUINCY RAILROAD STATION AT FAIRMONT, FILLMORE
 LG0679'COUNTY, 0.5 MILE NORTH OF A ROAD INTERSECTION, 0.4 MILE SOUTH
 LG0679'OF A FARMHOUSE, 115 FEET EAST OF THE CENTER LINE OF THE OLD
 LG0679'C.B. AND Q.R.R. BED, 36 FEET EAST OF THE CENTER LINE OF THE
 LG0679'HIGHWAY, AT A FENCE CORNER, AND ABOUT 2-1/2 FEET LOWER THAN
 LG0679'THE HIGHWAY.  A STANDARD DISK, STAMPED D 135 1935 AND SET IN
 LG0679'THE TOP OF A CONCRETE POST.
 LG0679
 LG0679                          STATION RECOVERY (1941)
 LG0679
 LG0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LG0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1532 ***********************************************************************
 MK1532  DESIGNATION -  D 136
 MK1532  PID         -  MK1532
 MK1532  STATE/COUNTY-  NE/HAMILTON
 MK1532  USGS QUAD   -  POLK (1962)
 MK1532
 MK1532                         *CURRENT SURVEY CONTROL
 MK1532  ___________________________________________________________________
 MK1532* NAD 83(1986)-  41 04 33.     (N)    097 50 28.     (W)     SCALED    
 MK1532* NAVD 88     -       527.457  (meters)    1730.50   (feet)  ADJUSTED  
 MK1532  ___________________________________________________________________
 MK1532  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 MK1532  DYNAMIC HT  -         527.187 (meters)    1729.61  (feet)  COMP
 MK1532  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 MK1532
 MK1532  VERT ORDER  -  SECOND    CLASS 0
 MK1532
 MK1532.The horizontal coordinates were scaled from a topographic map and have
 MK1532.an estimated accuracy of +/- 6 seconds.
 MK1532
 MK1532.The orthometric height was determined by differential leveling
 MK1532.and adjusted by the National Geodetic Survey in June 1991..
 MK1532
 MK1532.The geoid height was determined by GEOID03.
 MK1532
 MK1532.The dynamic height is computed by dividing the NAVD 88
 MK1532.geopotential number by the normal gravity value computed on the
 MK1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1532.degrees latitude (g = 980.6199 gals.).
 MK1532
 MK1532.The modeled gravity was interpolated from observed gravity values.
 MK1532
 MK1532;                    North         East    Units  Estimated Accuracy
 MK1532;SPC NE       -   140,210.      681,350.      MT  (+/- 180 meters Scaled)
 MK1532
 MK1532                          SUPERSEDED SURVEY CONTROL
 MK1532
 MK1532  NGVD 29 (??/??/92)  527.236  (m)         1729.77   (f) ADJ UNCH    2 0
 MK1532
 MK1532.Superseded values are not recommended for survey control.
 MK1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1532.See file dsdata.txt to determine how the superseded data were derived.
 MK1532
 MK1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL973478(NAD 83)
 MK1532_MARKER: DB = BENCH MARK DISK
 MK1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1532_STAMPING: D-136-1935
 MK1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1532+STABILITY: SURFACE MOTION
 MK1532
 MK1532  HISTORY     - Date     Condition        Report By
 MK1532  HISTORY     - 1935     MONUMENTED       CGS
 MK1532  HISTORY     - 1960     MARK NOT FOUND   USGS
 MK1532
 MK1532                          STATION DESCRIPTION
 MK1532
 MK1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1532'2.3 MI E FROM HORDVILLE.
 MK1532'2.3 MILES EAST OF HORDVILLE DEPOT.  ALONG THE UNION PACIFIC
 MK1532'RAILWAY BETWEEN STROMSBURG AND CENTRAL CITY, 68.6 FEET NORTH
 MK1532'OF THE NORTH RAIL, 6 FEET WEST OF MILE POST NO. 66, 4.0 FEET
 MK1532'SOUTH OF THE RIGHT OF WAY FENCE, 2.0 FEET BELOW THE LEVEL OF
 MK1532'ROAD.
 MK1532
 MK1532                          STATION RECOVERY (1960)
 MK1532
 MK1532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MK1532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2186 ***********************************************************************
 MK2186  DESIGNATION -  D 137 RESET
 MK2186  PID         -  MK2186
 MK2186  STATE/COUNTY-  NE/BUTLER
 MK2186  USGS QUAD   -  GARRISON (1965)
 MK2186
 MK2186                         *CURRENT SURVEY CONTROL
 MK2186  ___________________________________________________________________
 MK2186* NAD 83(1986)-  41 11 07.     (N)    097 12 43.     (W)     SCALED    
 MK2186* NAVD 88     -       483.66   (meters)    1586.8    (feet)  RESET     
 MK2186  ___________________________________________________________________
 MK2186  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 MK2186
 MK2186  VERT ORDER  -  THIRD
 MK2186
 MK2186.The horizontal coordinates were scaled from a topographic map and have
 MK2186.an estimated accuracy of +/- 6 seconds.
 MK2186
 MK2186.The orthometric height was computed from unverified reset data.
 MK2186.No vertical observational check was made to the station.
 MK2186
 MK2186.The geoid height was determined by GEOID03.
 MK2186
 MK2186;                    North         East    Units  Estimated Accuracy
 MK2186;SPC NE       -   153,870.      733,800.      MT  (+/- 180 meters Scaled)
 MK2186
 MK2186                          SUPERSEDED SURVEY CONTROL
 MK2186
 MK2186  NGVD 29 (08/02/06)  483.48   (m)         1586.2    (f) RESET       3  
 MK2186
 MK2186.Superseded values are not recommended for survey control.
 MK2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2186.See file dsdata.txt to determine how the superseded data were derived.
 MK2186
 MK2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL499608(NAD 83)
 MK2186_MARKER: DV = VERTICAL CONTROL DISK
 MK2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2186_SP_SET: CONCRETE POST
 MK2186_STAMPING: D 137 RESET 1986
 MK2186_MARK LOGO: NGS   
 MK2186_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2186+STABILITY: SURFACE MOTION
 MK2186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2186+SATELLITE: SATELLITE OBSERVATIONS - 1986
 MK2186
 MK2186  HISTORY     - Date     Condition        Report By
 MK2186  HISTORY     - 1986     MONUMENTED       NGS
 MK2186  HISTORY     - 19950510 GOOD             NGS
 MK2186
 MK2186                          STATION DESCRIPTION
 MK2186
 MK2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MK2186'4.18 KM (2.60 MI) WEST ALONG A GRADED COUNTY ROAD, FROM THE COOP GRAIN
 MK2186'ELEVATOR IN GARRISON, THEN 0.97 KM (0.60 MI) RIGHT AND NORTH ALONG A
 MK2186'GRADED ROAD TO A FARM DRIVE ON THE RIGHT, THEN RIGHT AND EAST ALONG
 MK2186'THE PRIVATE DRIVE FOR 0.08 KM (0.05 MI) TO THE MARK ON THE RIGHT, AT
 MK2186'THE NORTHEAST CORNER OF A FARMHOUSE, 16.61 M (54.5 FT) SOUTH FROM THE
 MK2186'CENTERLINE OF THE DRIVEWAY, 13.35 M (43.8 FT) EAST FROM THE
 MK2186'CENTERLINE OF A SIDEWALK, 13.11 M (43.0 FT) NORTHEAST FROM THE
 MK2186'NORTHEAST CORNER OF THE HOUSE, 3.96 M (13.0 FT) SOUTH FROM A
 MK2186'POWERLINE POLE, IN THE SW 1/4OF THE NW 1/4, SEC16, T14N, R2E, ON
 MK2186'PROPERTY OWNED BY DON HEINS, BOX 107, RISING CITY, NEBRASKA.
 MK2186'TELEPHONE 402 542 2272.  THE MARK IS FLUSH WITH THE GROUND AND IS
 MK2186'ABOUT LEVEL WITH THE DRIVEWAY.
 MK2186
 MK2186                          STATION RECOVERY (1995)
 MK2186
 MK2186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK2186'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0714 ***********************************************************************
 LG0714  DESIGNATION -  D 138
 LG0714  PID         -  LG0714
 LG0714  STATE/COUNTY-  NE/HAMILTON
 LG0714  USGS QUAD   -  HENDERSON NE (1968)
 LG0714
 LG0714                         *CURRENT SURVEY CONTROL
 LG0714  ___________________________________________________________________
 LG0714* NAD 83(1986)-  40 52 50.     (N)    097 51 51.     (W)     SCALED    
 LG0714* NAVD 88     -       535.126  (meters)    1755.66   (feet)  ADJUSTED  
 LG0714  ___________________________________________________________________
 LG0714  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 LG0714  DYNAMIC HT  -         534.835 (meters)    1754.70  (feet)  COMP
 LG0714  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 LG0714
 LG0714  VERT ORDER  -  SECOND    CLASS 0
 LG0714
 LG0714.The horizontal coordinates were scaled from a topographic map and have
 LG0714.an estimated accuracy of +/- 6 seconds.
 LG0714
 LG0714.The orthometric height was determined by differential leveling
 LG0714.and adjusted by the National Geodetic Survey in June 1991..
 LG0714
 LG0714.The geoid height was determined by GEOID03.
 LG0714
 LG0714.The dynamic height is computed by dividing the NAVD 88
 LG0714.geopotential number by the normal gravity value computed on the
 LG0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0714.degrees latitude (g = 980.6199 gals.).
 LG0714
 LG0714.The modeled gravity was interpolated from observed gravity values.
 LG0714
 LG0714;                    North         East    Units  Estimated Accuracy
 LG0714;SPC NE       -   118,490.      679,950.      MT  (+/- 180 meters Scaled)
 LG0714
 LG0714                          SUPERSEDED SURVEY CONTROL
 LG0714
 LG0714  NGVD 29 (??/??/92)  534.891  (m)         1754.89   (f) ADJ UNCH    2 0
 LG0714
 LG0714.Superseded values are not recommended for survey control.
 LG0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0714.See file dsdata.txt to determine how the superseded data were derived.
 LG0714
 LG0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL956261(NAD 83)
 LG0714_MARKER: DB = BENCH MARK DISK
 LG0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0714_STAMPING: D 138 1935
 LG0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0714+STABILITY: SURFACE MOTION
 LG0714
 LG0714  HISTORY     - Date     Condition        Report By
 LG0714  HISTORY     - 1935     MONUMENTED       CGS
 LG0714  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 LG0714
 LG0714                          STATION DESCRIPTION
 LG0714
 LG0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0714'1.2 MI E FROM HAMPTON.
 LG0714'1.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0714'FROM THE STATION AT HAMPTON, HAMILTON COUNTY, 360 FEET WEST OF
 LG0714'MILEPOST 70, AT AN UNIMPROVED-ROAD CROSSING, 44 FEET SOUTH OF THE
 LG0714'SOUTH RAIL, AND 41 FEET EAST OF THE CENTER LINE OF THE UNIMPROVED
 LG0714'ROAD.  A STANDARD DISK, STAMPED D 138 1935 AND SET IN THE TOP
 LG0714'OF A CONCRETE POST.
 LG0714
 LG0714                          STATION RECOVERY (1977)
 LG0714
 LG0714'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LG0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1063 ***********************************************************************
 MK1063  DESIGNATION -  D 139 RESET
 MK1063  PID         -  MK1063
 MK1063  STATE/COUNTY-  NE/BURT
 MK1063  USGS QUAD   -  WEST POINT SE (1966)
 MK1063
 MK1063                         *CURRENT SURVEY CONTROL
 MK1063  ___________________________________________________________________
 MK1063* NAD 83(1986)-  41 49 43.     (N)    096 30 09.     (W)     SCALED    
 MK1063* NAVD 88     -       389.75   (meters)    1278.7    (feet)  RESET     
 MK1063  ___________________________________________________________________
 MK1063  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 MK1063
 MK1063  VERT ORDER  -  THIRD
 MK1063
 MK1063.The horizontal coordinates were scaled from a topographic map and have
 MK1063.an estimated accuracy of +/- 6 seconds.
 MK1063
 MK1063.The orthometric height was computed from unverified reset data.
 MK1063
 MK1063.The geoid height was determined by GEOID03.
 MK1063
 MK1063;                    North         East    Units  Estimated Accuracy
 MK1063;SPC NE       -   227,400.      790,370.      MT  (+/- 180 meters Scaled)
 MK1063
 MK1063                          SUPERSEDED SURVEY CONTROL
 MK1063
 MK1063  NGVD 29 (??/??/??)  389.61   (m)         1278.2    (f) RESET       3  
 MK1063
 MK1063.Superseded values are not recommended for survey control.
 MK1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1063.See file dsdata.txt to determine how the superseded data were derived.
 MK1063
 MK1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM073337(NAD 83)
 MK1063_MARKER: DB = BENCH MARK DISK
 MK1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1063_STAMPING: D 139 1935 RESET 1957
 MK1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1063+STABILITY: SURFACE MOTION
 MK1063
 MK1063  HISTORY     - Date     Condition        Report By
 MK1063  HISTORY     - 1957     MONUMENTED       CGS
 MK1063
 MK1063                          STATION DESCRIPTION
 MK1063
 MK1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1063'2 MI W FROM OAKLAND.
 MK1063'IN BURT COUNTY, 2.0 MILES WEST ALONG STATE HIGHWAY 9 FROM ITS
 MK1063'JUNCTION WITH U.S. HIGHWAY 77 NEAR OAKLAND, IN THE SOUTHWEST
 MK1063'ANGLE OF CROSSROADS, 120 FEET WEST OF THE CENTER OF GRAVEL
 MK1063'ROAD, 76 FEET NORTH OF THE NORTHWEST CORNER OF AND ON TANGENT
 MK1063'WITH THE WEST SIDE OF DISTRICT NO. 33 SCHOOL, AND 60 FEET SOUTH
 MK1063'OF THE CENTER OF STATE HIGHWAY 9.  THE MARK PROJECTS 6 INCHES
 MK1063'AND THE DISK IS STAMPED D 139 1935 RESET 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0428 ***********************************************************************
 LG0428  DESIGNATION -  D 14
 LG0428  PID         -  LG0428
 LG0428  STATE/COUNTY-  NE/SALINE
 LG0428  USGS QUAD   -  DORCHESTER NW (1964)
 LG0428
 LG0428                         *CURRENT SURVEY CONTROL
 LG0428  ___________________________________________________________________
 LG0428* NAD 83(1986)-  40 39 37.     (N)    097 11 19.     (W)     SCALED    
 LG0428* NAVD 88     -       464.239  (meters)    1523.09   (feet)  ADJUSTED  
 LG0428  ___________________________________________________________________
 LG0428  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 LG0428  DYNAMIC HT  -         463.981 (meters)    1522.24  (feet)  COMP
 LG0428  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 LG0428
 LG0428  VERT ORDER  -  FIRST     CLASS II
 LG0428
 LG0428.The horizontal coordinates were scaled from a topographic map and have
 LG0428.an estimated accuracy of +/- 6 seconds.
 LG0428
 LG0428.The orthometric height was determined by differential leveling
 LG0428.and adjusted by the National Geodetic Survey in June 1991..
 LG0428
 LG0428.The geoid height was determined by GEOID03.
 LG0428
 LG0428.The dynamic height is computed by dividing the NAVD 88
 LG0428.geopotential number by the normal gravity value computed on the
 LG0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0428.degrees latitude (g = 980.6199 gals.).
 LG0428
 LG0428.The modeled gravity was interpolated from observed gravity values.
 LG0428
 LG0428;                    North         East    Units  Estimated Accuracy
 LG0428;SPC NE       -    95,680.      737,650.      MT  (+/- 180 meters Scaled)
 LG0428
 LG0428                          SUPERSEDED SURVEY CONTROL
 LG0428
 LG0428  NGVD 29 (??/??/92)  464.074  (m)         1522.55   (f) ADJ UNCH    1 2
 LG0428
 LG0428.Superseded values are not recommended for survey control.
 LG0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0428.See file dsdata.txt to determine how the superseded data were derived.
 LG0428
 LG0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL531026(NAD 83)
 LG0428_MARKER: DB = BENCH MARK DISK
 LG0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0428_SP_SET: CONCRETE POST
 LG0428_STAMPING: D 14 1933 1522.369
 LG0428_MARK LOGO: CGS   
 LG0428_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0428+STABILITY: SURFACE MOTION
 LG0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0428+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0428
 LG0428  HISTORY     - Date     Condition        Report By
 LG0428  HISTORY     - 1933     MONUMENTED       CGS
 LG0428  HISTORY     - 1961     GOOD             NGS
 LG0428  HISTORY     - 19911009 GOOD             NGS
 LG0428
 LG0428                          STATION DESCRIPTION
 LG0428
 LG0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0428'3.9 MI W FROM DORCHESTER.
 LG0428'3.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0428'FROM THE STATION AT DORCHESTER, 140 FEET SOUTHWEST OF MILEPOST 92,
 LG0428'77 FEET EAST OF A TELEPHONE POLE WITH ONE GUY WIRE, 66 FEET
 LG0428'NORTHWEST OF A FENCE CORNER, 44 FEET SOUTH OF THE SOUTH RAIL, 43
 LG0428'FEET NORTH OF A FENCE, 42 FEET WEST OF A TELEPHONE POLE, 4 FEET
 LG0428'LOWER THAN THE TRACKS, 2.2 FEET WEST OF A METAL WITNESS POST
 LG0428'WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH
 LG0428'ABOVE GROUND.
 LG0428
 LG0428                          STATION RECOVERY (1991)
 LG0428
 LG0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0428'18.2 KM (11.30 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0428'IN CRETE, THENCE 1.0 KM (0.60 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG0428'THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG COUNTY ROAD 1100, THENCE 0.8
 LG0428'KM (0.50 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD, 25.2 M
 LG0428'(82.7 FT) EAST OF A UTILITY POLE WITH A GUY CABLE, 22.2 M (72.8 FT)
 LG0428'NORTHWEST OF A FENCE CORNER, 17.5 M (57.4 FT) WEST OF A UTILITY POLE,
 LG0428'15.5 M (50.9 FT) NORTH OF A FENCE, 14.5 M (47.6 FT) SOUTH OF THE NEAR
 LG0428'RAIL, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT)
 LG0428'NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 LG0428'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0601 ***********************************************************************
 NM0601  DESIGNATION -  D 140
 NM0601  PID         -  NM0601
 NM0601  STATE/COUNTY-  NE/THURSTON
 NM0601  USGS QUAD   -  THURSTON (1966)
 NM0601
 NM0601                         *CURRENT SURVEY CONTROL
 NM0601  ___________________________________________________________________
 NM0601* NAD 83(1986)-  42 10 43.     (N)    096 41 55.     (W)     SCALED    
 NM0601* NAVD 88     -       420.749  (meters)    1380.41   (feet)  ADJUSTED  
 NM0601  ___________________________________________________________________
 NM0601  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 NM0601  DYNAMIC HT  -         420.603 (meters)    1379.93  (feet)  COMP
 NM0601  MODELED GRAV-     980,259.9   (mgal)                       NAVD 88
 NM0601
 NM0601  VERT ORDER  -  SECOND    CLASS 0
 NM0601
 NM0601.The horizontal coordinates were scaled from a topographic map and have
 NM0601.an estimated accuracy of +/- 6 seconds.
 NM0601
 NM0601.The orthometric height was determined by differential leveling
 NM0601.and adjusted by the National Geodetic Survey in June 1991..
 NM0601
 NM0601.The geoid height was determined by GEOID03.
 NM0601
 NM0601.The dynamic height is computed by dividing the NAVD 88
 NM0601.geopotential number by the normal gravity value computed on the
 NM0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0601.degrees latitude (g = 980.6199 gals.).
 NM0601
 NM0601.The modeled gravity was interpolated from observed gravity values.
 NM0601
 NM0601;                    North         East    Units  Estimated Accuracy
 NM0601;SPC NE       -   265,600.      772,620.      MT  (+/- 180 meters Scaled)
 NM0601
 NM0601                          SUPERSEDED SURVEY CONTROL
 NM0601
 NM0601  NGVD 29 (??/??/92)  420.590  (m)         1379.89   (f) ADJ UNCH    2 0
 NM0601
 NM0601.Superseded values are not recommended for survey control.
 NM0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0601.See file dsdata.txt to determine how the superseded data were derived.
 NM0601
 NM0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM900721(NAD 83)
 NM0601_MARKER: DB = BENCH MARK DISK
 NM0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0601_STAMPING: D 140 1935
 NM0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0601+STABILITY: SURFACE MOTION
 NM0601
 NM0601  HISTORY     - Date     Condition        Report By
 NM0601  HISTORY     - 1935     MONUMENTED       CGS
 NM0601
 NM0601                          STATION DESCRIPTION
 NM0601
 NM0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM0601'AT THURSTON.
 NM0601'AT THURSTON ALONG THE CHICAGO, ST. PAUL, MINNESOTA AND OMAHA
 NM0601'RAILROAD BETWEEN LYONS AND EMERSON, 17 (33-FOOT) RAILS NORTH
 NM0601'OF DEPOT, 94.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 NM0601'RAILROAD SECTION HOUSE, 93.0 FEET WEST OF THE NORTHWEST CORNER
 NM0601'OF THE CROWELL LUMBER AND GRAIN CO. ELEVATOR, 39.6 FEET WEST
 NM0601'OF THE WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1215 ***********************************************************************
 NM1215  DESIGNATION -  D 141
 NM1215  PID         -  NM1215
 NM1215  STATE/COUNTY-  NE/STANTON
 NM1215  USGS QUAD   -  PILGER (1963)
 NM1215
 NM1215                         *CURRENT SURVEY CONTROL
 NM1215  ___________________________________________________________________
 NM1215* NAD 83(1986)-  42 00 21.     (N)    097 03 31.     (W)     SCALED    
 NM1215* NAVD 88     -       429.085  (meters)    1407.76   (feet)  ADJUSTED  
 NM1215  ___________________________________________________________________
 NM1215  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 NM1215  DYNAMIC HT  -         428.931 (meters)    1407.25  (feet)  COMP
 NM1215  MODELED GRAV-     980,250.7   (mgal)                       NAVD 88
 NM1215
 NM1215  VERT ORDER  -  SECOND    CLASS 0
 NM1215
 NM1215.The horizontal coordinates were scaled from a topographic map and have
 NM1215.an estimated accuracy of +/- 6 seconds.
 NM1215
 NM1215.The orthometric height was determined by differential leveling
 NM1215.and adjusted by the National Geodetic Survey in June 1991..
 NM1215
 NM1215.The geoid height was determined by GEOID03.
 NM1215
 NM1215.The dynamic height is computed by dividing the NAVD 88
 NM1215.geopotential number by the normal gravity value computed on the
 NM1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1215.degrees latitude (g = 980.6199 gals.).
 NM1215
 NM1215.The modeled gravity was interpolated from observed gravity values.
 NM1215
 NM1215;                    North         East    Units  Estimated Accuracy
 NM1215;SPC NE       -   245,350.      743,550.      MT  (+/- 180 meters Scaled)
 NM1215
 NM1215                          SUPERSEDED SURVEY CONTROL
 NM1215
 NM1215  NGVD 29 (??/??/92)  428.926  (m)         1407.23   (f) ADJ UNCH    2 0
 NM1215
 NM1215.Superseded values are not recommended for survey control.
 NM1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1215.See file dsdata.txt to determine how the superseded data were derived.
 NM1215
 NM1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM607522(NAD 83)
 NM1215_MARKER: DB = BENCH MARK DISK
 NM1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1215_SP_SET: CONCRETE POST
 NM1215_STAMPING: D 141 1935
 NM1215_MARK LOGO: CGS   
 NM1215_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1215+STABILITY: SURFACE MOTION
 NM1215
 NM1215  HISTORY     - Date     Condition        Report By
 NM1215  HISTORY     - 1935     MONUMENTED       CGS
 NM1215
 NM1215                          STATION DESCRIPTION
 NM1215
 NM1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1215'IN PILGER, ON THE CHICAGO AND NORTH WESTERN RAILWAY, 231 FEET
 NM1215'(70.4 M) EAST OF MILEPOST 60, AT A ROAD CROSSING, 50 FEET (15.2 M)
 NM1215'WEST OF THE CENTERLINE OF THE ROAD, 46.5 FEET (14.2 M) SOUTH OF THE
 NM1215'SOUTH RAIL OF THE MAIN TRACK, AND 14 FEET (4.3 M) WEST OF THE WEST
 NM1215'EDGE OF A CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0655 ***********************************************************************
 LG0655  DESIGNATION -  D 15
 LG0655  PID         -  LG0655
 LG0655  STATE/COUNTY-  NE/CLAY
 LG0655  USGS QUAD   -  SARONVILLE (1969)
 LG0655
 LG0655                         *CURRENT SURVEY CONTROL
 LG0655  ___________________________________________________________________
 LG0655* NAD 83(1986)-  40 36 10.     (N)    097 56 14.     (W)     SCALED    
 LG0655* NAVD 88     -       532.478  (meters)    1746.97   (feet)  ADJUSTED  
 LG0655  ___________________________________________________________________
 LG0655  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 LG0655  DYNAMIC HT  -         532.185 (meters)    1746.01  (feet)  COMP
 LG0655  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 LG0655
 LG0655  VERT ORDER  -  FIRST     CLASS II
 LG0655
 LG0655.The horizontal coordinates were scaled from a topographic map and have
 LG0655.an estimated accuracy of +/- 6 seconds.
 LG0655
 LG0655.The orthometric height was determined by differential leveling
 LG0655.and adjusted by the National Geodetic Survey in June 1991..
 LG0655
 LG0655.The geoid height was determined by GEOID03.
 LG0655
 LG0655.The dynamic height is computed by dividing the NAVD 88
 LG0655.geopotential number by the normal gravity value computed on the
 LG0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0655.degrees latitude (g = 980.6199 gals.).
 LG0655
 LG0655.The modeled gravity was interpolated from observed gravity values.
 LG0655
 LG0655;                    North         East    Units  Estimated Accuracy
 LG0655;SPC NE       -    87,510.      674,540.      MT  (+/- 180 meters Scaled)
 LG0655
 LG0655                          SUPERSEDED SURVEY CONTROL
 LG0655
 LG0655  NGVD 29 (??/??/92)  532.272  (m)         1746.30   (f) ADJ UNCH    1 2
 LG0655
 LG0655.Superseded values are not recommended for survey control.
 LG0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0655.See file dsdata.txt to determine how the superseded data were derived.
 LG0655
 LG0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK899952(NAD 83)
 LG0655_MARKER: DB = BENCH MARK DISK
 LG0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0655_STAMPING: D 15 1933 1746.296
 LG0655_MARK LOGO: CGS   
 LG0655_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0655+STABILITY: SURFACE MOTION
 LG0655
 LG0655  HISTORY     - Date     Condition        Report By
 LG0655  HISTORY     - 1933     MONUMENTED       CGS
 LG0655  HISTORY     - 1934     GOOD             NGS
 LG0655  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0655  HISTORY     - 19911218 MARK NOT FOUND   LOCSUR
 LG0655
 LG0655                          STATION DESCRIPTION
 LG0655
 LG0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LG0655'AT SHARONVILLE.
 LG0655'AT SARONVILLE, CLAY COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0655'QUINCY RAILROAD, 500 FEET EAST OF THE EAST FACE OF THE STATION,
 LG0655'1,000 FEET WEST OF MILEPOST 132, 300 FEET EAST OF A ROAD
 LG0655'CROSSING, 146 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 LG0655'AND AT THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1746.296
 LG0655'D 15 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0655'3 INCHES ABOVE GROUND.
 LG0655
 LG0655                          STATION RECOVERY (1991)
 LG0655
 LG0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0655'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 LG0655
 LG0655                          STATION RECOVERY (1991)
 LG0655
 LG0655'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991 (UKN)
 LG0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0289 ***********************************************************************
 LJ0289  DESIGNATION -  D 158
 LJ0289  PID         -  LJ0289
 LJ0289  STATE/COUNTY-  NE/CHASE
 LJ0289  USGS QUAD   -  LAMAR (1973)
 LJ0289
 LJ0289                         *CURRENT SURVEY CONTROL
 LJ0289  ___________________________________________________________________
 LJ0289* NAD 83(1986)-  40 32 13.     (N)    101 56 56.     (W)     SCALED    
 LJ0289* NAVD 88     -      1061.625  (meters)    3483.01   (feet)  ADJUSTED  
 LJ0289  ___________________________________________________________________
 LJ0289  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 LJ0289  DYNAMIC HT  -        1060.878 (meters)    3480.56  (feet)  COMP
 LJ0289  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 LJ0289
 LJ0289  VERT ORDER  -  SECOND    CLASS 0
 LJ0289
 LJ0289.The horizontal coordinates were scaled from a topographic map and have
 LJ0289.an estimated accuracy of +/- 6 seconds.
 LJ0289
 LJ0289.The orthometric height was determined by differential leveling
 LJ0289.and adjusted by the National Geodetic Survey in June 1991..
 LJ0289
 LJ0289.The geoid height was determined by GEOID03.
 LJ0289
 LJ0289.The dynamic height is computed by dividing the NAVD 88
 LJ0289.geopotential number by the normal gravity value computed on the
 LJ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0289.degrees latitude (g = 980.6199 gals.).
 LJ0289
 LJ0289.The modeled gravity was interpolated from observed gravity values.
 LJ0289
 LJ0289;                    North         East    Units  Estimated Accuracy
 LJ0289;SPC NE       -    79,980.      334,940.      MT  (+/- 180 meters Scaled)
 LJ0289
 LJ0289                          SUPERSEDED SURVEY CONTROL
 LJ0289
 LJ0289  NGVD 29 (??/??/92) 1061.190  (m)         3481.59   (f) ADJ UNCH    2 0
 LJ0289
 LJ0289.Superseded values are not recommended for survey control.
 LJ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0289.See file dsdata.txt to determine how the superseded data were derived.
 LJ0289
 LJ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK502915(NAD 83)
 LJ0289_MARKER: DB = BENCH MARK DISK
 LJ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0289_STAMPING: D 158 1934
 LJ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0289+STABILITY: SURFACE MOTION
 LJ0289
 LJ0289  HISTORY     - Date     Condition        Report By
 LJ0289  HISTORY     - 1934     MONUMENTED       CGS
 LJ0289  HISTORY     - 1968     MARK NOT FOUND   NGS
 LJ0289
 LJ0289                          STATION DESCRIPTION
 LJ0289
 LJ0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LJ0289'17.8 MI W FROM IMPERIAL.
 LJ0289'17.8 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, BURLINGTON
 LJ0289'AND QUINCY RAILROAD STATION AT IMPERIAL, CHASE COUNTY, AT THE
 LJ0289'INTERSECTION OF T-ROADS LEADING NORTH AND SOUTH, 42 FEET SOUTH
 LJ0289'OF THE CENTER LINE OF THE HIGHWAY, AND 24 FEET EAST OF THE CENTER
 LJ0289'LINE OF THE T-ROAD LEADING SOUTH.  A STANDARD DISK, STAMPED,
 LJ0289'D 158 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 LJ0289'MEASUREMENTS PLACED THE LOCATION IN THE BARROW PIT OF THE ROAD.
 LJ0289'PROBABLY DESTROYED DURING THE ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0211 ***********************************************************************
 LJ0211  DESIGNATION -  D 159
 LJ0211  PID         -  LJ0211
 LJ0211  STATE/COUNTY-  NE/HAYES
 LJ0211  USGS QUAD   -  PALISADE (1973)
 LJ0211
 LJ0211                         *CURRENT SURVEY CONTROL
 LJ0211  ___________________________________________________________________
 LJ0211* NAD 83(1986)-  40 20 47.     (N)    101 06 28.     (W)     SCALED    
 LJ0211* NAVD 88     -       844.072  (meters)    2769.26   (feet)  ADJUSTED  
 LJ0211  ___________________________________________________________________
 LJ0211  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 LJ0211  DYNAMIC HT  -         843.513 (meters)    2767.43  (feet)  COMP
 LJ0211  MODELED GRAV-     979,934.5   (mgal)                       NAVD 88
 LJ0211
 LJ0211  VERT ORDER  -  SECOND    CLASS 0
 LJ0211
 LJ0211.The horizontal coordinates were scaled from a topographic map and have
 LJ0211.an estimated accuracy of +/- 6 seconds.
 LJ0211
 LJ0211.The orthometric height was determined by differential leveling
 LJ0211.and adjusted by the National Geodetic Survey in June 1991..
 LJ0211
 LJ0211.The geoid height was determined by GEOID03.
 LJ0211
 LJ0211.The dynamic height is computed by dividing the NAVD 88
 LJ0211.geopotential number by the normal gravity value computed on the
 LJ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0211.degrees latitude (g = 980.6199 gals.).
 LJ0211
 LJ0211.The modeled gravity was interpolated from observed gravity values.
 LJ0211
 LJ0211;                    North         East    Units  Estimated Accuracy
 LJ0211;SPC NE       -    57,570.      405,900.      MT  (+/- 180 meters Scaled)
 LJ0211
 LJ0211                          SUPERSEDED SURVEY CONTROL
 LJ0211
 LJ0211  NGVD 29 (??/??/92)  843.740  (m)         2768.17   (f) ADJ UNCH    2 0
 LJ0211
 LJ0211.Superseded values are not recommended for survey control.
 LJ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0211.See file dsdata.txt to determine how the superseded data were derived.
 LJ0211
 LJ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK209683(NAD 83)
 LJ0211_MARKER: DB = BENCH MARK DISK
 LJ0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0211_SP_SET: CONCRETE FOOTING
 LJ0211_STAMPING: D-159 1934
 LJ0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0211
 LJ0211  HISTORY     - Date     Condition        Report By
 LJ0211  HISTORY     - 1934     MONUMENTED       CGS
 LJ0211  HISTORY     - 1941     GOOD             NGS
 LJ0211
 LJ0211                          STATION DESCRIPTION
 LJ0211
 LJ0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0211'AT PALISADE.
 LJ0211'AT PALISADE AT CHICAGO, BURLINGTON AND QUINCY RAILROAD WATER
 LJ0211'WELL.  129 FEET EAST OF STATION, AND 6 FEET SOUTH OF CENTER
 LJ0211'LINE OF TRACKS.
 LJ0211
 LJ0211                          STATION RECOVERY (1941)
 LJ0211
 LJ0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LJ0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0547 ***********************************************************************
 LH0547  DESIGNATION -  D 16
 LH0547  PID         -  LH0547
 LH0547  STATE/COUNTY-  NE/BUFFALO
 LH0547  USGS QUAD   -  MILLER (1962)
 LH0547
 LH0547                         *CURRENT SURVEY CONTROL
 LH0547  ___________________________________________________________________
 LH0547* NAD 83(1986)-  40 55 43.     (N)    099 23 13.     (W)     SCALED    
 LH0547* NAVD 88     -       704.626  (meters)    2311.76   (feet)  ADJUSTED  
 LH0547  ___________________________________________________________________
 LH0547  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 LH0547  DYNAMIC HT  -         704.229 (meters)    2310.46  (feet)  COMP
 LH0547  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 LH0547
 LH0547  VERT ORDER  -  FIRST     CLASS II
 LH0547
 LH0547.The horizontal coordinates were scaled from a topographic map and have
 LH0547.an estimated accuracy of +/- 6 seconds.
 LH0547
 LH0547.The orthometric height was determined by differential leveling
 LH0547.and adjusted by the National Geodetic Survey in June 1991..
 LH0547
 LH0547.The geoid height was determined by GEOID03.
 LH0547
 LH0547.The dynamic height is computed by dividing the NAVD 88
 LH0547.geopotential number by the normal gravity value computed on the
 LH0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0547.degrees latitude (g = 980.6199 gals.).
 LH0547
 LH0547.The modeled gravity was interpolated from observed gravity values.
 LH0547
 LH0547;                    North         East    Units  Estimated Accuracy
 LH0547;SPC NE       -   121,790.      551,620.      MT  (+/- 180 meters Scaled)
 LH0547
 LH0547                          SUPERSEDED SURVEY CONTROL
 LH0547
 LH0547  NGVD 29 (??/??/92)  704.368  (m)         2310.91   (f) ADJ UNCH    1 2
 LH0547
 LH0547.Superseded values are not recommended for survey control.
 LH0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0547.See file dsdata.txt to determine how the superseded data were derived.
 LH0547
 LH0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML674309(NAD 83)
 LH0547_MARKER: DB = BENCH MARK DISK
 LH0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0547_STAMPING: D 16 1933
 LH0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0547+STABILITY: SURFACE MOTION
 LH0547
 LH0547  HISTORY     - Date     Condition        Report By
 LH0547  HISTORY     - 1933     MONUMENTED       CGS
 LH0547  HISTORY     - 1967     GOOD             NGS
 LH0547
 LH0547                          STATION DESCRIPTION
 LH0547
 LH0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LH0547'AT MILLER.
 LH0547'AT MILLER, BUFFALO CUNTY, ABOUT 1/2 MILE EAST ALONG THE UNION
 LH0547'PACIFIC RAILROAD FROM THE STATION, ABOUT 3 YARDS EAST OF MILEPOST
 LH0547'26, AT THE CROSSING OF U.S. HIGHWAY 183, 60 FEET EAST OF THE
 LH0547'CENTER LINE OF THE HIGHWAY, 47.3 FEET NORTH OF THE CENTER LINE
 LH0547'OF THE TRACK, AND 48 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 LH0547'A STANDARD DISK, STAMPED 2310.914 D 16 1933 AND SET IN THE
 LH0547'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHS ABOVE GROUND.
 LH0547'NOTE-- IT IS 0.05 MILE EAST-NORTHEAST OF THE JUNCTION OF U.S.
 LH0547'HIGHWAY 183 AND STATE HIGHWAY 40 IN MILLER IN THE NORTHEAST
 LH0547'ANGLE OF THE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0248 ***********************************************************************
 MM0248  DESIGNATION -  D 160 RESET
 MM0248  PID         -  MM0248
 MM0248  STATE/COUNTY-  NE/KEITH
 MM0248  USGS QUAD   -  OGALLALA SW (1971)
 MM0248
 MM0248                         *CURRENT SURVEY CONTROL
 MM0248  ___________________________________________________________________
 MM0248* NAD 83(1986)-  41 00 35.     (N)    101 43 41.     (W)     SCALED    
 MM0248* NAVD 88     -      1041.93   (meters)    3418.4    (feet)  RESET     
 MM0248  ___________________________________________________________________
 MM0248  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 MM0248
 MM0248  VERT ORDER  -  THIRD
 MM0248
 MM0248.The horizontal coordinates were scaled from a topographic map and have
 MM0248.an estimated accuracy of +/- 6 seconds.
 MM0248
 MM0248.The orthometric height was computed from unverified reset data.
 MM0248
 MM0248.The geoid height was determined by GEOID03.
 MM0248
 MM0248;                    North         East    Units  Estimated Accuracy
 MM0248;SPC NE       -   132,060.      354,690.      MT  (+/- 180 meters Scaled)
 MM0248
 MM0248                          SUPERSEDED SURVEY CONTROL
 MM0248
 MM0248.No superseded survey control is available for this station.
 MM0248
 MM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL705434(NAD 83)
 MM0248_MARKER: DB = BENCH MARK DISK
 MM0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0248_STAMPING: D 160 RESET 1972
 MM0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0248+STABILITY: SURFACE MOTION
 MM0248
 MM0248  HISTORY     - Date     Condition        Report By
 MM0248  HISTORY     - 1972     MONUMENTED       NGS
 MM0248
 MM0248                          STATION DESCRIPTION
 MM0248
 MM0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MM0248'8.3 MI S FROM OGALLALA.
 MM0248'TO REACH THE BENCH MARK FROM THE JUNCTION OF STATE HIGHWAY 61
 MM0248'AND INTERSTATE HIGHWAY 80 AT THE SOUTH SIDE OF OGALLALA, GO
 MM0248'SOUTH ON HIGHWAY 61 FOR 7.75 MILES TO THE BENCH MARK ON THE
 MM0248'RIGHT.  (THIS MILEAGE WILL BE SHORTEN 0.1 TO 0.2 MILE WHEN THE
 MM0248'CONSTRUCTION OF THE HIGHWAY IS COMPLETED AS A CURVE IS BEING
 MM0248'TAKEN OUT OF OLD HIGHWAY 61).  THE BENCH MARK IS A STANDARD DISK
 MM0248'STAMPED D 160 RESET 1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 MM0248'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 MM0248'IT IS 89 FEET WEST OF THE CENTER OF HIGHWAY 61 AND 1 FOOT NORTH
 MM0248'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0273 ***********************************************************************
 LJ0273  DESIGNATION -  D 161
 LJ0273  PID         -  LJ0273
 LJ0273  STATE/COUNTY-  NE/PERKINS
 LJ0273  USGS QUAD   -  BRANDON (1961)
 LJ0273
 LJ0273                         *CURRENT SURVEY CONTROL
 LJ0273  ___________________________________________________________________
 LJ0273* NAD 83(1986)-  40 47 42.     (N)    101 56 38.     (W)     SCALED    
 LJ0273* NAVD 88     -      1073.583  (meters)    3522.25   (feet)  ADJUSTED  
 LJ0273  ___________________________________________________________________
 LJ0273  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 LJ0273  DYNAMIC HT  -        1072.858 (meters)    3519.87  (feet)  COMP
 LJ0273  MODELED GRAV-     979,911.9   (mgal)                       NAVD 88
 LJ0273
 LJ0273  VERT ORDER  -  SECOND    CLASS 0
 LJ0273
 LJ0273.The horizontal coordinates were scaled from a topographic map and have
 LJ0273.an estimated accuracy of +/- 6 seconds.
 LJ0273
 LJ0273.The orthometric height was determined by differential leveling
 LJ0273.and adjusted by the National Geodetic Survey in June 1991..
 LJ0273
 LJ0273.The geoid height was determined by GEOID03.
 LJ0273
 LJ0273.The dynamic height is computed by dividing the NAVD 88
 LJ0273.geopotential number by the normal gravity value computed on the
 LJ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0273.degrees latitude (g = 980.6199 gals.).
 LJ0273
 LJ0273.The modeled gravity was interpolated from observed gravity values.
 LJ0273
 LJ0273;                    North         East    Units  Estimated Accuracy
 LJ0273;SPC NE       -   108,620.      336,000.      MT  (+/- 180 meters Scaled)
 LJ0273
 LJ0273                          SUPERSEDED SURVEY CONTROL
 LJ0273
 LJ0273  NGVD 29 (??/??/92) 1073.145  (m)         3520.81   (f) ADJ UNCH    2 0
 LJ0273
 LJ0273.Superseded values are not recommended for survey control.
 LJ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0273.See file dsdata.txt to determine how the superseded data were derived.
 LJ0273
 LJ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL516201(NAD 83)
 LJ0273_MARKER: DB = BENCH MARK DISK
 LJ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0273_STAMPING: D 161 1934
 LJ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0273+STABILITY: SURFACE MOTION
 LJ0273
 LJ0273  HISTORY     - Date     Condition        Report By
 LJ0273  HISTORY     - 1934     MONUMENTED       CGS
 LJ0273  HISTORY     - 1960     MARK NOT FOUND   USGS
 LJ0273
 LJ0273                          STATION DESCRIPTION
 LJ0273
 LJ0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0273'5.5 MI E FROM VENANGO.
 LJ0273'5.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0273'FROM THE POST OFFICE AT VENANGO, PERKINS COUNTY, AT MILEPOST
 LJ0273'156, 90 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 27 FEET
 LJ0273'NORTH OF THE CENTERLINE OF STATE HIGHWAY 23.  A STANDARD DISK,
 LJ0273'STAMPED D 161 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0273
 LJ0273                          STATION RECOVERY (1960)
 LJ0273
 LJ0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LJ0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0243 ***********************************************************************
 LJ0243  DESIGNATION -  D 162
 LJ0243  PID         -  LJ0243
 LJ0243  STATE/COUNTY-  NE/DUNDY
 LJ0243  USGS QUAD   -  OUGH (1973)
 LJ0243
 LJ0243                         *CURRENT SURVEY CONTROL
 LJ0243  ___________________________________________________________________
 LJ0243* NAD 83(1986)-  40 15 04.     (N)    101 30 43.     (W)     SCALED    
 LJ0243* NAVD 88     -      1013.184  (meters)    3324.09   (feet)  ADJUSTED  
 LJ0243  ___________________________________________________________________
 LJ0243  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 LJ0243  DYNAMIC HT  -        1012.465 (meters)    3321.73  (feet)  COMP
 LJ0243  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 LJ0243
 LJ0243  VERT ORDER  -  SECOND    CLASS 0
 LJ0243
 LJ0243.The horizontal coordinates were scaled from a topographic map and have
 LJ0243.an estimated accuracy of +/- 6 seconds.
 LJ0243
 LJ0243.The orthometric height was determined by differential leveling
 LJ0243.and adjusted by the National Geodetic Survey in June 1991..
 LJ0243
 LJ0243.The geoid height was determined by GEOID03.
 LJ0243
 LJ0243.The dynamic height is computed by dividing the NAVD 88
 LJ0243.geopotential number by the normal gravity value computed on the
 LJ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0243.degrees latitude (g = 980.6199 gals.).
 LJ0243
 LJ0243.The modeled gravity was interpolated from observed gravity values.
 LJ0243
 LJ0243;                    North         East    Units  Estimated Accuracy
 LJ0243;SPC NE       -    47,510.      371,380.      MT  (+/- 180 meters Scaled)
 LJ0243
 LJ0243                          SUPERSEDED SURVEY CONTROL
 LJ0243
 LJ0243  NGVD 29 (??/??/92) 1012.807  (m)         3322.85   (f) ADJ UNCH    2 0
 LJ0243
 LJ0243.Superseded values are not recommended for survey control.
 LJ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0243.See file dsdata.txt to determine how the superseded data were derived.
 LJ0243
 LJ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK863586(NAD 83)
 LJ0243_MARKER: DB = BENCH MARK DISK
 LJ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0243_STAMPING: D 162 1934
 LJ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0243+STABILITY: SURFACE MOTION
 LJ0243
 LJ0243  HISTORY     - Date     Condition        Report By
 LJ0243  HISTORY     - 1934     MONUMENTED       CGS
 LJ0243  HISTORY     - 1954     GOOD             NGS
 LJ0243  HISTORY     - 1973     MARK NOT FOUND   USGS
 LJ0243
 LJ0243                          STATION DESCRIPTION
 LJ0243
 LJ0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LJ0243'14.4 MI N FROM BENKELMAN.
 LJ0243'14.4 MILES NORTH ALONG OLD STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0243'BURLINGTON AND QUINCY RAILROAD STATION AT BENKELMAN, 1 MILE
 LJ0243'EAST OF THE PRESENT STATE HIGHWAY 61, ABOUT 300 YARDS NORTH
 LJ0243'OF A FARMHOUSE, 1 FOOT NORTH OF AN EAST-AND-WEST FENCE, 27
 LJ0243'FEET SOUTH OF THE CENTERLINE OF A T-ROAD LEADING WEST, AND 57
 LJ0243'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 LJ0243'STAMPED D 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0243'IN NW CORNER SEC. 8, T 3 N, R 37 W.
 LJ0243
 LJ0243                          STATION RECOVERY (1973)
 LJ0243
 LJ0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LJ0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0166 ***********************************************************************
 LJ0166  DESIGNATION -  D 163
 LJ0166  PID         -  LJ0166
 LJ0166  STATE/COUNTY-  NE/LINCOLN
 LJ0166  USGS QUAD   -  WALLACE (1973)
 LJ0166
 LJ0166                         *CURRENT SURVEY CONTROL
 LJ0166  ___________________________________________________________________
 LJ0166* NAD 83(1986)-  40 50 16.     (N)    101 09 38.     (W)     SCALED    
 LJ0166* NAVD 88     -       946.512  (meters)    3105.35   (feet)  ADJUSTED  
 LJ0166  ___________________________________________________________________
 LJ0166  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 LJ0166  DYNAMIC HT  -         945.900 (meters)    3103.34  (feet)  COMP
 LJ0166  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 LJ0166
 LJ0166  VERT ORDER  -  SECOND    CLASS 0
 LJ0166
 LJ0166.The horizontal coordinates were scaled from a topographic map and have
 LJ0166.an estimated accuracy of +/- 6 seconds.
 LJ0166
 LJ0166.The orthometric height was determined by differential leveling
 LJ0166.and adjusted by the National Geodetic Survey in June 1991..
 LJ0166
 LJ0166.The geoid height was determined by GEOID03.
 LJ0166
 LJ0166.The dynamic height is computed by dividing the NAVD 88
 LJ0166.geopotential number by the normal gravity value computed on the
 LJ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0166.degrees latitude (g = 980.6199 gals.).
 LJ0166
 LJ0166.The modeled gravity was interpolated from observed gravity values.
 LJ0166
 LJ0166;                    North         East    Units  Estimated Accuracy
 LJ0166;SPC NE       -   112,180.      402,150.      MT  (+/- 180 meters Scaled)
 LJ0166
 LJ0166                          SUPERSEDED SURVEY CONTROL
 LJ0166
 LJ0166  NGVD 29 (??/??/92)  946.124  (m)         3104.08   (f) ADJ UNCH    2 0
 LJ0166
 LJ0166.Superseded values are not recommended for survey control.
 LJ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0166.See file dsdata.txt to determine how the superseded data were derived.
 LJ0166
 LJ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL178229(NAD 83)
 LJ0166_MARKER: DB = BENCH MARK DISK
 LJ0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0166_STAMPING: D 163 1934
 LJ0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0166+STABILITY: SURFACE MOTION
 LJ0166
 LJ0166  HISTORY     - Date     Condition        Report By
 LJ0166  HISTORY     - 1934     MONUMENTED       CGS
 LJ0166  HISTORY     - 1939     GOOD             NGS
 LJ0166  HISTORY     - 1974     GOOD             NGS
 LJ0166
 LJ0166                          STATION DESCRIPTION
 LJ0166
 LJ0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LJ0166'AT WALLACE.
 LJ0166'AT THE EAST EDGE OF WALLACE, LINCOLN COUNTY, ON THE CHICAGO,
 LJ0166'BURLINGTON AND QUINCY RAILROAD, AT A ROAD CROSSING, 65 FEET EAST
 LJ0166'OF THE CENTERLINE OF THE ROAD, 45 FEET SOUTH OF THE CENTERLINE OF
 LJ0166'THE TRACK, 10 FEET SOUTHWEST OF A TELEPHONE POLE, AND 1 FOOT
 LJ0166'NORTH OF A WIRE FENCE.  A STANDARD DISK, STAMPED D 163 1934 AND
 LJ0166'SET IN THE TOP OF A CONCRETE POST.
 LJ0166
 LJ0166                          STATION RECOVERY (1974)
 LJ0166
 LJ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LJ0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0812 ***********************************************************************
 LH0812  DESIGNATION -  D 164
 LH0812  PID         -  LH0812
 LH0812  STATE/COUNTY-  NE/GOSPER
 LH0812  USGS QUAD   -  BERTRAND (1971)
 LH0812
 LH0812                         *CURRENT SURVEY CONTROL
 LH0812  ___________________________________________________________________
 LH0812* NAD 83(1986)-  40 33 09.     (N)    099 41 45.     (W)     SCALED    
 LH0812* NAVD 88     -       764.076  (meters)    2506.81   (feet)  ADJUSTED  
 LH0812  ___________________________________________________________________
 LH0812  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 LH0812  DYNAMIC HT  -         763.591 (meters)    2505.21  (feet)  COMP
 LH0812  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 LH0812
 LH0812  VERT ORDER  -  SECOND    CLASS 0
 LH0812
 LH0812.The horizontal coordinates were scaled from a topographic map and have
 LH0812.an estimated accuracy of +/- 6 seconds.
 LH0812
 LH0812.The orthometric height was determined by differential leveling
 LH0812.and adjusted by the National Geodetic Survey in June 1991..
 LH0812
 LH0812.The geoid height was determined by GEOID03.
 LH0812
 LH0812.The dynamic height is computed by dividing the NAVD 88
 LH0812.geopotential number by the normal gravity value computed on the
 LH0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0812.degrees latitude (g = 980.6199 gals.).
 LH0812
 LH0812.The modeled gravity was interpolated from observed gravity values.
 LH0812
 LH0812;                    North         East    Units  Estimated Accuracy
 LH0812;SPC NE       -    79,890.      525,760.      MT  (+/- 180 meters Scaled)
 LH0812
 LH0812                          SUPERSEDED SURVEY CONTROL
 LH0812
 LH0812  NGVD 29 (??/??/92)  763.767  (m)         2505.79   (f) ADJ UNCH    2 0
 LH0812
 LH0812.Superseded values are not recommended for survey control.
 LH0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0812.See file dsdata.txt to determine how the superseded data were derived.
 LH0812
 LH0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK410893(NAD 83)
 LH0812_MARKER: DB = BENCH MARK DISK
 LH0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0812_STAMPING: D 164 1934
 LH0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0812+STABILITY: SURFACE MOTION
 LH0812
 LH0812  HISTORY     - Date     Condition        Report By
 LH0812  HISTORY     - 1934     MONUMENTED       CGS
 LH0812  HISTORY     - 1941     GOOD             NGS
 LH0812
 LH0812                          STATION DESCRIPTION
 LH0812
 LH0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0812'3 MI E FROM SMITHFIELD.
 LH0812'3.0 MILES EAST OF BURLINGTON STATION AT SMITHFIELD.  IN
 LH0812'NORTH HEADWALL OF CULVERT ON STATE HIGHWAY 23.  58 FEET
 LH0812'SOUTH OF CENTERLINE OF CHICAGO, BURLINGTON AND QUINCY
 LH0812'RAILROAD TRACKS, AND 4 FEET BELOW TRACKS.  AT RAILROAD CULVERT
 LH0812'19.08.
 LH0812
 LH0812                          STATION RECOVERY (1941)
 LH0812
 LH0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LH0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0813 ***********************************************************************
 LH0813  DESIGNATION -  D 164 RESET
 LH0813  PID         -  LH0813
 LH0813  STATE/COUNTY-  NE/GOSPER
 LH0813  USGS QUAD   -  BERTRAND (1971)
 LH0813
 LH0813                         *CURRENT SURVEY CONTROL
 LH0813  ___________________________________________________________________
 LH0813* NAD 83(1986)-  40 33 09.     (N)    099 41 45.     (W)     SCALED    
 LH0813* NAVD 88     -       764.99   (meters)    2509.8    (feet)  RESET     
 LH0813  ___________________________________________________________________
 LH0813  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 LH0813
 LH0813  VERT ORDER  -  THIRD
 LH0813
 LH0813.The horizontal coordinates were scaled from a topographic map and have
 LH0813.an estimated accuracy of +/- 6 seconds.
 LH0813
 LH0813.The orthometric height was computed from unverified reset data.
 LH0813
 LH0813.The geoid height was determined by GEOID03.
 LH0813
 LH0813;                    North         East    Units  Estimated Accuracy
 LH0813;SPC NE       -    79,890.      525,760.      MT  (+/- 180 meters Scaled)
 LH0813
 LH0813                          SUPERSEDED SURVEY CONTROL
 LH0813
 LH0813  NGVD 29 (??/??/??)  764.67   (m)         2508.8    (f) RESET       3  
 LH0813
 LH0813.Superseded values are not recommended for survey control.
 LH0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0813.See file dsdata.txt to determine how the superseded data were derived.
 LH0813
 LH0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK410893(NAD 83)
 LH0813_MARKER: DB = BENCH MARK DISK
 LH0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0813_SP_SET: CULVERT
 LH0813_STAMPING: D 164 RESET 1957
 LH0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0813
 LH0813  HISTORY     - Date     Condition        Report By
 LH0813  HISTORY     - 1957     MONUMENTED       NEDR
 LH0813
 LH0813                          STATION DESCRIPTION
 LH0813
 LH0813'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 LH0813'3 MI E FROM SMITHFIELD.
 LH0813'3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0813'FROM THE STATION AT SMITHFIELD, AT RAILROAD CULVERT 19.08,
 LH0813'58 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AT A CULVERT
 LH0813'UNDER STATE HIGHWAY 23, IN THE NORTH HEADWALL, AND ABOUT 2 FEET
 LH0813'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0129 ***********************************************************************
 LJ0129  DESIGNATION -  D 165
 LJ0129  PID         -  LJ0129
 LJ0129  STATE/COUNTY-  NE/FRONTIER
 LJ0129  USGS QUAD   -  CURTIS NW (1981)
 LJ0129
 LJ0129                         *CURRENT SURVEY CONTROL
 LJ0129  ___________________________________________________________________
 LJ0129* NAD 83(1986)-  40 41 00.     (N)    100 38 04.     (W)     SCALED    
 LJ0129* NAVD 88     -       824.563  (meters)    2705.25   (feet)  ADJUSTED  
 LJ0129  ___________________________________________________________________
 LJ0129  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 LJ0129  DYNAMIC HT  -         824.044 (meters)    2703.55  (feet)  COMP
 LJ0129  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 LJ0129
 LJ0129  VERT ORDER  -  SECOND    CLASS 0
 LJ0129
 LJ0129.The horizontal coordinates were scaled from a topographic map and have
 LJ0129.an estimated accuracy of +/- 6 seconds.
 LJ0129
 LJ0129.The orthometric height was determined by differential leveling
 LJ0129.and adjusted by the National Geodetic Survey in June 1991..
 LJ0129
 LJ0129.The geoid height was determined by GEOID03.
 LJ0129
 LJ0129.The dynamic height is computed by dividing the NAVD 88
 LJ0129.geopotential number by the normal gravity value computed on the
 LJ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0129.degrees latitude (g = 980.6199 gals.).
 LJ0129
 LJ0129.The modeled gravity was interpolated from observed gravity values.
 LJ0129
 LJ0129;                    North         East    Units  Estimated Accuracy
 LJ0129;SPC NE       -    94,570.      446,380.      MT  (+/- 180 meters Scaled)
 LJ0129
 LJ0129                          SUPERSEDED SURVEY CONTROL
 LJ0129
 LJ0129  NGVD 29 (??/??/92)  824.205  (m)         2704.08   (f) ADJ UNCH    2 0
 LJ0129
 LJ0129.Superseded values are not recommended for survey control.
 LJ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0129.See file dsdata.txt to determine how the superseded data were derived.
 LJ0129
 LJ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL618048(NAD 83)
 LJ0129_MARKER: DB = BENCH MARK DISK
 LJ0129_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LJ0129+WITH SETTING: INTO GROUND
 LJ0129_STAMPING: D 165 1934
 LJ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0129+STABILITY: SURFACE MOTION
 LJ0129
 LJ0129  HISTORY     - Date     Condition        Report By
 LJ0129  HISTORY     - 1934     MONUMENTED       CGS
 LJ0129  HISTORY     - 1939     GOOD             NGS
 LJ0129
 LJ0129                          STATION DESCRIPTION
 LJ0129
 LJ0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LJ0129'1.9 MI NW FROM MAYWOOD.
 LJ0129'1.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0129'RAILROAD FROM THE STATION AT MAYWOOD, FRONTIER COUNTY, 170 FEET
 LJ0129'NORTHWEST OF A ROAD CROSSING, 45 FEET NORTHEAST OF THE CENTERLINE
 LJ0129'OF THE TRACK, AND 42 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LJ0129'COUNTY ROAD.  A STANDARD DISK, STAMPED D 165 1934 AND SET IN THE
 LJ0129'TOP OF AN IRON PIPE FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0698 ***********************************************************************
 LH0698  DESIGNATION -  D 166 RESET
 LH0698  PID         -  LH0698
 LH0698  STATE/COUNTY-  NE/PHELPS
 LH0698  USGS QUAD   -  ATLANTA (1970)
 LH0698
 LH0698                         *CURRENT SURVEY CONTROL
 LH0698  ___________________________________________________________________
 LH0698* NAD 83(1986)-  40 22 00.     (N)    099 28 22.     (W)     SCALED    
 LH0698* NAVD 88     -       713.22   (+/-2cm)    2340.0    (feet)  VERTCON   
 LH0698  ___________________________________________________________________
 LH0698  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 LH0698
 LH0698  VERT ORDER  -  THIRD (See Below)
 LH0698
 LH0698.The horizontal coordinates were scaled from a topographic map and have
 LH0698.an estimated accuracy of +/- 6 seconds.
 LH0698
 LH0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0698.The vertical order pertains to the NGVD 29 superseded value.
 LH0698
 LH0698.The geoid height was determined by GEOID03.
 LH0698
 LH0698;                    North         East    Units  Estimated Accuracy
 LH0698;SPC NE       -    59,350.      544,770.      MT  (+/- 180 meters Scaled)
 LH0698
 LH0698                          SUPERSEDED SURVEY CONTROL
 LH0698
 LH0698  NGVD 29 (08/02/06)  712.94   (m)         2339.0    (f) RESET       3  
 LH0698
 LH0698.Superseded values are not recommended for survey control.
 LH0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0698.See file dsdata.txt to determine how the superseded data were derived.
 LH0698
 LH0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK598685(NAD 83)
 LH0698_MARKER: DB = BENCH MARK DISK
 LH0698_SETTING: 0 = UNSPECIFIED SETTING
 LH0698_STAMPING: D 166 RESET 1975
 LH0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0698
 LH0698  HISTORY     - Date     Condition        Report By
 LH0698  HISTORY     - 1975     MONUMENTED       NGS
 LH0698
 LH0698                          STATION DESCRIPTION
 LH0698
 LH0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LH0698'AT ATLANTA.
 LH0698'AT ATLANTA, 2.2 FEET EAST OF THE SOUTHEAST CORNER OF A LARGE
 LH0698'METAL STORAGE GRAIN BIN, 46 FEET WEST OF A NORTH-SOUTH STREET,
 LH0698'43 FEET NORTH OF AN EAST-WEST STREET AND 33 FEET NORTHEAST OF
 LH0698'A POWER POLE AND ABOUT 1 BLOCK WEST OF HIGHWAY 6.  A 4-INCH
 LH0698'CAST ALUMINUM BENCH MARK STAMPED, D 166 RESET 1975 AND SET FLUSH
 LH0698'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0692 ***********************************************************************
 LH0692  DESIGNATION -  D 167
 LH0692  PID         -  LH0692
 LH0692  STATE/COUNTY-  NE/HARLAN
 LH0692  USGS QUAD   -  REPUBLICAN CITY (1974)
 LH0692
 LH0692                         *CURRENT SURVEY CONTROL
 LH0692  ___________________________________________________________________
 LH0692* NAD 83(1986)-  40 04 23.     (N)    099 13 03.     (W)     SCALED    
 LH0692* NAVD 88     -       588.546  (meters)    1930.92   (feet)  ADJUSTED  
 LH0692  ___________________________________________________________________
 LH0692  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 LH0692  DYNAMIC HT  -         588.178 (meters)    1929.71  (feet)  COMP
 LH0692  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 LH0692
 LH0692  VERT ORDER  -  SECOND    CLASS 0
 LH0692
 LH0692.The horizontal coordinates were scaled from a topographic map and have
 LH0692.an estimated accuracy of +/- 6 seconds.
 LH0692
 LH0692.The orthometric height was determined by differential leveling
 LH0692.and adjusted by the National Geodetic Survey in June 1991..
 LH0692
 LH0692.The geoid height was determined by GEOID03.
 LH0692
 LH0692.The dynamic height is computed by dividing the NAVD 88
 LH0692.geopotential number by the normal gravity value computed on the
 LH0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0692.degrees latitude (g = 980.6199 gals.).
 LH0692
 LH0692.The modeled gravity was interpolated from observed gravity values.
 LH0692
 LH0692;                    North         East    Units  Estimated Accuracy
 LH0692;SPC NE       -    26,920.      566,750.      MT  (+/- 180 meters Scaled)
 LH0692
 LH0692                          SUPERSEDED SURVEY CONTROL
 LH0692
 LH0692  NGVD 29 (??/??/92)  588.300  (m)         1930.11   (f) ADJ UNCH    2 0
 LH0692
 LH0692.Superseded values are not recommended for survey control.
 LH0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0692.See file dsdata.txt to determine how the superseded data were derived.
 LH0692
 LH0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK814358(NAD 83)
 LH0692_MARKER: DB = BENCH MARK DISK
 LH0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0692_STAMPING: D 167 1934
 LH0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0692+STABILITY: SURFACE MOTION
 LH0692
 LH0692  HISTORY     - Date     Condition        Report By
 LH0692  HISTORY     - 1934     MONUMENTED       CGS
 LH0692  HISTORY     - 1974     MARK NOT FOUND   USGS
 LH0692
 LH0692                          STATION DESCRIPTION
 LH0692
 LH0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0692'2.6 MI E FROM REPUBLICAN CITY.
 LH0692'2.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0692'FROM THE STATION AT REPUBLICAN CITY, HARLAN COUNTY, AT MILEPOST
 LH0692'233, IN THE NORTHWEST CORNER OF SECTION 11, T 1 N, R 17 W, AT
 LH0692'THE CROSSING OF A NORTH-AND-SOUTH ROAD BETWEEN SECTIONS 10 AND
 LH0692'11, 40 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 30 FEET
 LH0692'NORTH OF THE NORTH RAIL OF THE TRACK.  A STANDARD DISK, STAMPED
 LH0692'D 167 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0692
 LH0692                          STATION RECOVERY (1974)
 LH0692
 LH0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0588 ***********************************************************************
 LH0588  DESIGNATION -  D 168 RESET
 LH0588  PID         -  LH0588
 LH0588  STATE/COUNTY-  NE/KEARNEY
 LH0588  USGS QUAD   -  KEARNEY SE (1970)
 LH0588
 LH0588                         *CURRENT SURVEY CONTROL
 LH0588  ___________________________________________________________________
 LH0588* NAD 83(1986)-  40 34 07.     (N)    099 05 04.     (W)     SCALED    
 LH0588* NAVD 88     -       668.15   (meters)    2192.1    (feet)  RESET     
 LH0588  ___________________________________________________________________
 LH0588  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 LH0588
 LH0588  VERT ORDER  -  THIRD
 LH0588
 LH0588.The horizontal coordinates were scaled from a topographic map and have
 LH0588.an estimated accuracy of +/- 6 seconds.
 LH0588
 LH0588.The orthometric height was computed from unverified reset data.
 LH0588
 LH0588.The geoid height was determined by GEOID03.
 LH0588
 LH0588;                    North         East    Units  Estimated Accuracy
 LH0588;SPC NE       -    82,050.      577,510.      MT  (+/- 180 meters Scaled)
 LH0588
 LH0588                          SUPERSEDED SURVEY CONTROL
 LH0588
 LH0588  NGVD 29 (??/??/??)  667.89   (m)         2191.2    (f) RESET       3  
 LH0588
 LH0588.Superseded values are not recommended for survey control.
 LH0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0588.See file dsdata.txt to determine how the superseded data were derived.
 LH0588
 LH0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK928908(NAD 83)
 LH0588_MARKER: DB = BENCH MARK DISK
 LH0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0588_SP_SET: CULVERT
 LH0588_STAMPING: D 168 RESET 1941
 LH0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0588
 LH0588  HISTORY     - Date     Condition        Report By
 LH0588  HISTORY     - 1941     MONUMENTED       NEDR
 LH0588  HISTORY     - 1968     MARK NOT FOUND   NGS
 LH0588
 LH0588                          STATION DESCRIPTION
 LH0588
 LH0588'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1941
 LH0588'2.9 MI NE FROM AXTELL.
 LH0588'2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE CROSSING OF THE
 LH0588'CHICAGO, BURLINGTON AND QUINCY RAILROAD ONE BLOCK EAST OF THE
 LH0588'STATION AT AXTELL, KEARNEY COUNTY, THENCE 5.1 MILES NORTH ALONG
 LH0588'STATE HIGHWAY 44, 300 FEET SOUTH OF A FARMHOUSE, 200 FEET NORTH
 LH0588'OF SECTION CORNERS, AT A CONCRETE CULVERT (REBUILT IN 1941),
 LH0588'AND IN THE TOP OF THE NEW CONCRETE HEADWALL.  A STANDARD DISK,
 LH0588'STAMPED D 168 RESET 1941.
 LH0588
 LH0588                          STATION RECOVERY (1968)
 LH0588
 LH0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LH0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0589 ***********************************************************************
 LH0589  DESIGNATION -  D 168 RESET
 LH0589  PID         -  LH0589
 LH0589  STATE/COUNTY-  NE/KEARNEY
 LH0589  USGS QUAD   -  KEARNEY SE (1970)
 LH0589
 LH0589                         *CURRENT SURVEY CONTROL
 LH0589  ___________________________________________________________________
 LH0589* NAD 83(1986)-  40 34 07.     (N)    099 05 04.     (W)     SCALED    
 LH0589* NAVD 88     -       667.98   (+/-2cm)    2191.5    (feet)  VERTCON   
 LH0589  ___________________________________________________________________
 LH0589  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 LH0589
 LH0589  VERT ORDER  -  THIRD (See Below)
 LH0589
 LH0589.The horizontal coordinates were scaled from a topographic map and have
 LH0589.an estimated accuracy of +/- 6 seconds.
 LH0589
 LH0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0589.The vertical order pertains to the NGVD 29 superseded value.
 LH0589
 LH0589.The geoid height was determined by GEOID03.
 LH0589
 LH0589;                    North         East    Units  Estimated Accuracy
 LH0589;SPC NE       -    82,050.      577,510.      MT  (+/- 180 meters Scaled)
 LH0589
 LH0589                          SUPERSEDED SURVEY CONTROL
 LH0589
 LH0589  NGVD 29 (??/??/??)  667.71   (m)         2190.6    (f) RESET       3  
 LH0589
 LH0589.Superseded values are not recommended for survey control.
 LH0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0589.See file dsdata.txt to determine how the superseded data were derived.
 LH0589
 LH0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK928908(NAD 83)
 LH0589_MARKER: DB = BENCH MARK DISK
 LH0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0589_SP_SET: CULVERT
 LH0589_STAMPING: D 168 RESET 1962
 LH0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0589
 LH0589  HISTORY     - Date     Condition        Report By
 LH0589  HISTORY     - 1962     MONUMENTED       LOCSUR
 LH0589
 LH0589                          STATION DESCRIPTION
 LH0589
 LH0589'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 LH0589'8.2 MI NE FROM AXTELL.
 LH0589'2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE CROSSING OF
 LH0589'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD ONE BLOCK EAST OF
 LH0589'THE STATION AT AXTELL, KEARNEY COUNTY, TO THE JUNCTION OF HIGHWAYS
 LH0589'6 AND 44, THENCE 5.9 MILES NORTH ALONG STATE HIGHWAY 44, 300 FEET
 LH0589'SOUTH OF A FARMHOUSE, 200 FEET NORTH OF SECTION CORNERS, AT A
 LH0589'CONCRETE CULVERT (REBUILT IN 1962), AND IN TOP OF THE WEST
 LH0589'CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0348 ***********************************************************************
 LH0348  DESIGNATION -  D 169 RESET
 LH0348  PID         -  LH0348
 LH0348  STATE/COUNTY-  NE/FRANKLIN
 LH0348  USGS QUAD   -  MACON (1973)
 LH0348
 LH0348                         *CURRENT SURVEY CONTROL
 LH0348  ___________________________________________________________________
 LH0348* NAD 83(1986)-  40 09 15.     (N)    098 57 09.     (W)     SCALED    
 LH0348* NAVD 88     -       625.76   (meters)    2053.0    (feet)  RESET     
 LH0348  ___________________________________________________________________
 LH0348  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 LH0348
 LH0348  VERT ORDER  -  THIRD
 LH0348
 LH0348.The horizontal coordinates were scaled from a topographic map and have
 LH0348.an estimated accuracy of +/- 6 seconds.
 LH0348
 LH0348.The orthometric height was computed from unverified reset data.
 LH0348
 LH0348.The geoid height was determined by GEOID03.
 LH0348
 LH0348;                    North         East    Units  Estimated Accuracy
 LH0348;SPC NE       -    36,160.      589,240.      MT  (+/- 180 meters Scaled)
 LH0348
 LH0348                          SUPERSEDED SURVEY CONTROL
 LH0348
 LH0348  NGVD 29 (??/??/??)  625.54   (m)         2052.3    (f) RESET       3  
 LH0348
 LH0348.Superseded values are not recommended for survey control.
 LH0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0348.See file dsdata.txt to determine how the superseded data were derived.
 LH0348
 LH0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK040448(NAD 83)
 LH0348_MARKER: DB = BENCH MARK DISK
 LH0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0348_STAMPING: D 169 RESET 1947
 LH0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0348+STABILITY: SURFACE MOTION
 LH0348
 LH0348  HISTORY     - Date     Condition        Report By
 LH0348  HISTORY     - 1947     MONUMENTED       NEDR
 LH0348
 LH0348                          STATION DESCRIPTION
 LH0348
 LH0348'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1947
 LH0348'4.6 MI N FROM FRANKLIN.
 LH0348'4.6 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO, BURLINGTON
 LH0348'AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN COUNTY, 3.0
 LH0348'MILES SOUTH OF MACON, AT HIGHWAY SURVEY STATION 195+00, 74 FEET
 LH0348'WEST OF THE CENTER LINE OF THE HIGHWAY, NEAR A CULVERT, AND
 LH0348'40 FEET WEST AND 34 FEET SOUTH OF THE CENTER OF THE WEST HEADWALL.
 LH0348'A STANDARD DISK, STAMPED D 169 RESET 1947 AND SET IN THE
 LH0348'TOO OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0558 ***********************************************************************
 ML0558  DESIGNATION -  D 17
 ML0558  PID         -  ML0558
 ML0558  STATE/COUNTY-  NE/CUSTER
 ML0558  USGS QUAD   -  SARGENT SW (1978)
 ML0558
 ML0558                         *CURRENT SURVEY CONTROL
 ML0558  ___________________________________________________________________
 ML0558* NAD 83(1986)-  41 34 11.     (N)    099 23 08.     (W)     SCALED    
 ML0558* NAVD 88     -       736.836  (meters)    2417.44   (feet)  ADJUSTED  
 ML0558  ___________________________________________________________________
 ML0558  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 ML0558  DYNAMIC HT  -         736.461 (meters)    2416.21  (feet)  COMP
 ML0558  MODELED GRAV-     980,090.5   (mgal)                       NAVD 88
 ML0558
 ML0558  VERT ORDER  -  FIRST     CLASS II
 ML0558
 ML0558.The horizontal coordinates were scaled from a topographic map and have
 ML0558.an estimated accuracy of +/- 6 seconds.
 ML0558
 ML0558.The orthometric height was determined by differential leveling
 ML0558.and adjusted by the National Geodetic Survey in June 1991..
 ML0558
 ML0558.The geoid height was determined by GEOID03.
 ML0558
 ML0558.The dynamic height is computed by dividing the NAVD 88
 ML0558.geopotential number by the normal gravity value computed on the
 ML0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0558.degrees latitude (g = 980.6199 gals.).
 ML0558
 ML0558.The modeled gravity was interpolated from observed gravity values.
 ML0558
 ML0558;                    North         East    Units  Estimated Accuracy
 ML0558;SPC NE       -   192,970.      551,230.      MT  (+/- 180 meters Scaled)
 ML0558
 ML0558                          SUPERSEDED SURVEY CONTROL
 ML0558
 ML0558  NGVD 29 (??/??/92)  736.581  (m)         2416.60   (f) ADJ UNCH    1 2
 ML0558
 ML0558.Superseded values are not recommended for survey control.
 ML0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0558.See file dsdata.txt to determine how the superseded data were derived.
 ML0558
 ML0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM678020(NAD 83)
 ML0558_MARKER: DB = BENCH MARK DISK
 ML0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0558_STAMPING: D 17 1933
 ML0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0558+STABILITY: SURFACE MOTION
 ML0558
 ML0558  HISTORY     - Date     Condition        Report By
 ML0558  HISTORY     - 1933     MONUMENTED       CGS
 ML0558  HISTORY     - 1949     GOOD             USGS
 ML0558
 ML0558                          STATION DESCRIPTION
 ML0558
 ML0558'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 ML0558'5.5 MI S FROM SARGENT.
 ML0558'ABOUT 5.5 MI. S. ALONG U.S. HWY. 183 FROM SARGENT, CUSTER COUNTY,
 ML0558'T. 19 N., R. 18 W. ABOUT 500 FT. N. AND 40 FT. E. OF COR. OF SECS.
 ML0558'3-4-33-34.  ABOUT 300 FT. W. OF A WINDMILL AND OLD HOUSE FOUNDATION,
 ML0558'ABOUT 400 FT. S. OF A BRIDGE, 50 FT. N. OF A DIM ROAD, 40 FT. E.
 ML0558'OF CENTER LINE OF U.S. HWY. 183, 50 FT. E. OF RIGHT OF WAY FENCE.
 ML0558'A STANDARD DISK STAMPED D 17 1933 AND SET IN THE TOP OF A CONCRETE
 ML0558'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0309 ***********************************************************************
 LH0309  DESIGNATION -  D 170
 LH0309  PID         -  LH0309
 LH0309  STATE/COUNTY-  NE/NUCKOLLS
 LH0309  USGS QUAD   -  LAWRENCE (1969)
 LH0309
 LH0309                         *CURRENT SURVEY CONTROL
 LH0309  ___________________________________________________________________
 LH0309* NAD 83(1986)-  40 17 24.     (N)    098 15 35.     (W)     SCALED    
 LH0309* NAVD 88     -       573.590  (meters)    1881.85   (feet)  ADJUSTED  
 LH0309  ___________________________________________________________________
 LH0309  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 LH0309  DYNAMIC HT  -         573.247 (meters)    1880.73  (feet)  COMP
 LH0309  MODELED GRAV-     980,009.8   (mgal)                       NAVD 88
 LH0309
 LH0309  VERT ORDER  -  SECOND    CLASS 0
 LH0309
 LH0309.The horizontal coordinates were scaled from a topographic map and have
 LH0309.an estimated accuracy of +/- 6 seconds.
 LH0309
 LH0309.The orthometric height was determined by differential leveling
 LH0309.and adjusted by the National Geodetic Survey in June 1991..
 LH0309
 LH0309.The geoid height was determined by GEOID03.
 LH0309
 LH0309.The dynamic height is computed by dividing the NAVD 88
 LH0309.geopotential number by the normal gravity value computed on the
 LH0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0309.degrees latitude (g = 980.6199 gals.).
 LH0309
 LH0309.The modeled gravity was interpolated from observed gravity values.
 LH0309
 LH0309;                    North         East    Units  Estimated Accuracy
 LH0309;SPC NE       -    52,190.      647,950.      MT  (+/- 180 meters Scaled)
 LH0309
 LH0309                          SUPERSEDED SURVEY CONTROL
 LH0309
 LH0309  NGVD 29 (??/??/92)  573.360  (m)         1881.10   (f) ADJ UNCH    2 0
 LH0309
 LH0309.Superseded values are not recommended for survey control.
 LH0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0309.See file dsdata.txt to determine how the superseded data were derived.
 LH0309
 LH0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK629602(NAD 83)
 LH0309_MARKER: DB = BENCH MARK DISK
 LH0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0309_SP_SET: CONCRETE BASE
 LH0309_STAMPING: D 170 1934
 LH0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0309
 LH0309  HISTORY     - Date     Condition        Report By
 LH0309  HISTORY     - 1934     MONUMENTED       CGS
 LH0309
 LH0309                          STATION DESCRIPTION
 LH0309
 LH0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0309'8.7 MI W FROM DEWEESE.
 LH0309'IN NUCKOLLS COUNTY, 8.7 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LH0309'AND QUINCY RAILROAD FROM THE STATION AT DEWEESE, CLAY COUNTY,
 LH0309'AT LAWRENCE, ABOUT 200 FEET NORTH OF THE CENTERLINE OF THE
 LH0309'TRACK, AT THE CITY WATER TOWER, AND IN THE TOP OF THE SOUTHEAST
 LH0309'CORNER OF THE CONCRETE BASE.  A STANDARD DISK, STAMPED D 170 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0560 ***********************************************************************
 LG0560  DESIGNATION -  D 171
 LG0560  PID         -  LG0560
 LG0560  STATE/COUNTY-  NE/THAYER
 LG0560  USGS QUAD   -  TOBIAS SW (1960)
 LG0560
 LG0560                         *CURRENT SURVEY CONTROL
 LG0560  ___________________________________________________________________
 LG0560* NAD 83(1986)-  40 15 04.     (N)    097 26 02.     (W)     SCALED    
 LG0560* NAVD 88     -       434.841  (meters)    1426.64   (feet)  ADJUSTED  
 LG0560  ___________________________________________________________________
 LG0560  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 LG0560  DYNAMIC HT  -         434.591 (meters)    1425.82  (feet)  COMP
 LG0560  MODELED GRAV-     980,036.0   (mgal)                       NAVD 88
 LG0560
 LG0560  VERT ORDER  -  SECOND    CLASS 0
 LG0560
 LG0560.The horizontal coordinates were scaled from a topographic map and have
 LG0560.an estimated accuracy of +/- 6 seconds.
 LG0560
 LG0560.The orthometric height was determined by differential leveling
 LG0560.and adjusted by the National Geodetic Survey in June 1991..
 LG0560
 LG0560.The geoid height was determined by GEOID03.
 LG0560
 LG0560.The dynamic height is computed by dividing the NAVD 88
 LG0560.geopotential number by the normal gravity value computed on the
 LG0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0560.degrees latitude (g = 980.6199 gals.).
 LG0560
 LG0560.The modeled gravity was interpolated from observed gravity values.
 LG0560
 LG0560;                    North         East    Units  Estimated Accuracy
 LG0560;SPC NE       -    49,630.      718,270.      MT  (+/- 180 meters Scaled)
 LG0560
 LG0560                          SUPERSEDED SURVEY CONTROL
 LG0560
 LG0560  NGVD 29 (??/??/92)  434.677  (m)         1426.10   (f) ADJ UNCH    2 0
 LG0560
 LG0560.Superseded values are not recommended for survey control.
 LG0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0560.See file dsdata.txt to determine how the superseded data were derived.
 LG0560
 LG0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK331568(NAD 83)
 LG0560_MARKER: DB = BENCH MARK DISK
 LG0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0560_STAMPING: D 171 1934
 LG0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0560+STABILITY: SURFACE MOTION
 LG0560
 LG0560  HISTORY     - Date     Condition        Report By
 LG0560  HISTORY     - 1934     MONUMENTED       CGS
 LG0560  HISTORY     - 1958     MARK NOT FOUND   USGS
 LG0560  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 LG0560
 LG0560                          STATION DESCRIPTION
 LG0560
 LG0560'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LG0560'2.5 MI W FROM ALEXANDRIA.
 LG0560'2.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0560'AT ALEXANDRIA, THAYER COUNTY, SOUTH ACROSS THE TRACKS FROM
 LG0560'MILEPOST 170, 46 FEET EAST OF A POWER LINE POLE, 44 FEET SOUTH
 LG0560'OF THE SOUTH RAIL, AND 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 LG0560'A STANDARD DISK, STAMPED D 171 1934 AND SET IN THE TOP OF A
 LG0560'CONCRETE POST FLUSH WITH GROUND.  NOTE-- A DITCH WAS MADE AT
 LG0560'THE TIME THE RAILROAD WAS RAISED AND THE MARK MAY HAVE BEEN
 LG0560'DESTROYED.
 LG0560
 LG0560                          STATION RECOVERY (1981)
 LG0560
 LG0560'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0634 ***********************************************************************
 LG0634  DESIGNATION -  D 172
 LG0634  PID         -  LG0634
 LG0634  STATE/COUNTY-  NE/THAYER
 LG0634  USGS QUAD   -  HEBRON SW (1960)
 LG0634
 LG0634                         *CURRENT SURVEY CONTROL
 LG0634  ___________________________________________________________________
 LG0634* NAD 83(1995)-  40 00 38.74177(N)    097 39 05.42757(W)     ADJUSTED  
 LG0634* NAVD 88     -       502.351  (meters)    1648.13   (feet)  ADJUSTED  
 LG0634  ___________________________________________________________________
 LG0634  X           -    -651,397.640 (meters)                     COMP
 LG0634  Y           -  -4,848,744.078 (meters)                     COMP
 LG0634  Z           -   4,079,206.839 (meters)                     COMP
 LG0634  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LG0634  ELLIP HEIGHT-         475.92  (meters)          (06/27/02) GPS OBS
 LG0634  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 LG0634  DYNAMIC HT  -         502.061 (meters)    1647.18  (feet)  COMP
 LG0634  MODELED GRAV-     980,032.6   (mgal)                       NAVD 88
 LG0634
 LG0634  HORZ ORDER  -  FIRST
 LG0634  VERT ORDER  -  SECOND    CLASS 0
 LG0634  ELLP ORDER  -  FOURTH    CLASS I
 LG0634
 LG0634.The horizontal coordinates were established by GPS observations
 LG0634.and adjusted by the National Geodetic Survey in August 1997..
 LG0634
 LG0634.The orthometric height was determined by differential leveling
 LG0634.and adjusted by the National Geodetic Survey in June 1991..
 LG0634
 LG0634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0634
 LG0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0634
 LG0634.The ellipsoidal height was determined by GPS observations
 LG0634.and is referenced to NAD 83.
 LG0634
 LG0634.The geoid height was determined by GEOID03.
 LG0634
 LG0634.The dynamic height is computed by dividing the NAVD 88
 LG0634.geopotential number by the normal gravity value computed on the
 LG0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0634.degrees latitude (g = 980.6199 gals.).
 LG0634
 LG0634.The modeled gravity was interpolated from observed gravity values.
 LG0634
 LG0634;                    North         East     Units Scale Factor Converg.
 LG0634;SPC NE       -    22,424.278   700,489.704   MT  0.99999515   +1 33 22.8
 LG0634;UTM  14      - 4,429,822.505   615,090.694   MT  0.99976306   +0 52 01.5
 LG0634
 LG0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0634!SPC NE       -   0.99992534  x   0.99999515  =   0.99992049
 LG0634!UTM  14      -   0.99992534  x   0.99976306  =   0.99968842
 LG0634
 LG0634                          SUPERSEDED SURVEY CONTROL
 LG0634
 LG0634  ELLIP H (08/18/97)  475.93   (m)                       GP(       ) 4 1
 LG0634  NAD 83(1986)-  40 00 38.74843(N)    097 39 05.42501(W) AD(       ) 1
 LG0634  NGVD 29 (??/??/92)  502.188  (m)         1647.60   (f) ADJ UNCH    2 0
 LG0634
 LG0634.Superseded values are not recommended for survey control.
 LG0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0634.See file dsdata.txt to determine how the superseded data were derived.
 LG0634
 LG0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1509129823(NAD 83)
 LG0634_MARKER: DB = BENCH MARK DISK
 LG0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0634_SP_SET: CONCRETE POST
 LG0634_STAMPING: D 172 1934
 LG0634_MARK LOGO: CGS   
 LG0634_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0634+STABILITY: SURFACE MOTION
 LG0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0634+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1989
 LG0634
 LG0634  HISTORY     - Date     Condition        Report By
 LG0634  HISTORY     - 1934     MONUMENTED       CGS
 LG0634  HISTORY     - 19890403 GOOD             NGS
 LG0634  HISTORY     - 19890626 GOOD             NGS
 LG0634
 LG0634                          STATION DESCRIPTION
 LG0634
 LG0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0634'1.8 MI W FROM CHESTER.
 LG0634'1.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0634'FROM THE STATION AT CHESTER, THAYER COUNTY, TWO RAILS EAST OF
 LG0634'THE CENTER OF A ROAD CROSSING, AND 42 FEET NORTH OF THE CENTERLINE
 LG0634'OF THE TRACK.  A STANDARD DISK, STAMPED D 172 1934 AND SET IN THE
 LG0634'TOP OF A CONCRETE POST.
 LG0634
 LG0634                          STATION RECOVERY (1989)
 LG0634
 LG0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG0634'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) WEST OF CHESTER, 1 KM
 LG0634'(0.60 MI) NORTH OF THE KANSAS-NEBRASKA STATE LINE, ALONG THE NORTHERN
 LG0634'BURLINGTON RIGHT-OF-WAY, AT A DIRT ROAD CROSSING.
 LG0634'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.
 LG0634'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 LG0634'HIGHWAY 8, LOCATED AT THE NORTHEAST CORNER OF CHESTER, GO WEST ON
 LG0634'STATE HIGHWAY 8 FOR 3.2 KM (2.00 MI) TO A DIRT CROSSROAD AT A GAS-LINE
 LG0634'CROSSING.  TURN LEFT AND GO SOUTH FOR 0.64 KM (0.40 MI) TO THE
 LG0634'RAILROAD CROSSING AND THE STATION ON THE LEFT.
 LG0634'THE STATION MARK IS SET 22.8 M (74.8 FT) EAST AND LEVEL WITH THE ROAD
 LG0634'CENTER, 13.4 M (44.0 FT) NORTH-NORTHWEST OF THE NORTH RAIL OF THE
 LG0634'TRACK, 0.9 M (3.0 FT) SOUTH-SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 0.2 M
 LG0634'(0.7 FT) WEST OF A FIBERGLASS WITNESS POST, 0.1 M (0.3 FT) NORTH OF A
 LG0634'METAL WITNESS POST AND PROJECTS 5 CM ABOVE THE SURFACE.
 LG0634'DESCRIBED BY R.D.BALL.
 LG0634
 LG0634                          STATION RECOVERY (1989)
 LG0634
 LG0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0612 ***********************************************************************
 LG0612  DESIGNATION -  D 173
 LG0612  PID         -  LG0612
 LG0612  STATE/COUNTY-  NE/FILLMORE
 LG0612  USGS QUAD   -  STRANG (1969)
 LG0612
 LG0612                         *CURRENT SURVEY CONTROL
 LG0612  ___________________________________________________________________
 LG0612* NAD 83(1986)-  40 26 16.     (N)    097 36 18.     (W)     SCALED    
 LG0612* NAVD 88     -       499.999  (meters)    1640.41   (feet)  ADJUSTED  
 LG0612  ___________________________________________________________________
 LG0612  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 LG0612  DYNAMIC HT  -         499.707 (meters)    1639.46  (feet)  COMP
 LG0612  MODELED GRAV-     980,026.5   (mgal)                       NAVD 88
 LG0612
 LG0612  VERT ORDER  -  SECOND    CLASS 0
 LG0612
 LG0612.The horizontal coordinates were scaled from a topographic map and have
 LG0612.an estimated accuracy of +/- 6 seconds.
 LG0612
 LG0612.The orthometric height was determined by differential leveling
 LG0612.and adjusted by the National Geodetic Survey in June 1991..
 LG0612
 LG0612.The geoid height was determined by GEOID03.
 LG0612
 LG0612.The dynamic height is computed by dividing the NAVD 88
 LG0612.geopotential number by the normal gravity value computed on the
 LG0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0612.degrees latitude (g = 980.6199 gals.).
 LG0612
 LG0612.The modeled gravity was interpolated from observed gravity values.
 LG0612
 LG0612;                    North         East    Units  Estimated Accuracy
 LG0612;SPC NE       -    69,930.      703,150.      MT  (+/- 180 meters Scaled)
 LG0612
 LG0612                          SUPERSEDED SURVEY CONTROL
 LG0612
 LG0612  NGVD 29 (??/??/92)  499.814  (m)         1639.81   (f) ADJ UNCH    2 0
 LG0612
 LG0612.Superseded values are not recommended for survey control.
 LG0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0612.See file dsdata.txt to determine how the superseded data were derived.
 LG0612
 LG0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK183772(NAD 83)
 LG0612_MARKER: DB = BENCH MARK DISK
 LG0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0612_STAMPING: D-173 1934
 LG0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0612+STABILITY: SURFACE MOTION
 LG0612
 LG0612  HISTORY     - Date     Condition        Report By
 LG0612  HISTORY     - 1934     MONUMENTED       CGS
 LG0612
 LG0612                          STATION DESCRIPTION
 LG0612
 LG0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0612'2.2 MI N FROM STRANG.
 LG0612'2.2 MILES NORTH BURLINGTON STATION AT STRANG ALONG CHICAGO,
 LG0612'BURLINGTON AND QUINCY RAILROAD 120 FEET EAST OF CENTER LINE OF
 LG0612'A CROSSING, AND 49 FEET NORTH CENTER LINE OF CROSS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0232 ***********************************************************************
 LG0232  DESIGNATION -  D 174
 LG0232  PID         -  LG0232
 LG0232  STATE/COUNTY-  NE/GAGE
 LG0232  USGS QUAD   -  WYMORE (1970)
 LG0232
 LG0232                         *CURRENT SURVEY CONTROL
 LG0232  ___________________________________________________________________
 LG0232* NAD 83(1986)-  40 07 23.     (N)    096 38 21.     (W)     SCALED    
 LG0232* NAVD 88     -       369.864  (meters)    1213.46   (feet)  ADJUSTED  
 LG0232  ___________________________________________________________________
 LG0232  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 LG0232  DYNAMIC HT  -         369.664 (meters)    1212.81  (feet)  COMP
 LG0232  MODELED GRAV-     980,073.1   (mgal)                       NAVD 88
 LG0232
 LG0232  VERT ORDER  -  SECOND    CLASS 0
 LG0232
 LG0232.The horizontal coordinates were scaled from a topographic map and have
 LG0232.an estimated accuracy of +/- 6 seconds.
 LG0232
 LG0232.The orthometric height was determined by differential leveling
 LG0232.and adjusted by the National Geodetic Survey in June 1991..
 LG0232
 LG0232.The geoid height was determined by GEOID03.
 LG0232
 LG0232.The dynamic height is computed by dividing the NAVD 88
 LG0232.geopotential number by the normal gravity value computed on the
 LG0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0232.degrees latitude (g = 980.6199 gals.).
 LG0232
 LG0232.The modeled gravity was interpolated from observed gravity values.
 LG0232
 LG0232;                    North         East    Units  Estimated Accuracy
 LG0232;SPC NE       -    37,740.      786,390.      MT  (+/- 180 meters Scaled)
 LG0232
 LG0232                          SUPERSEDED SURVEY CONTROL
 LG0232
 LG0232  NGVD 29 (??/??/92)  369.757  (m)         1213.11   (f) ADJ UNCH    2 0
 LG0232
 LG0232.Superseded values are not recommended for survey control.
 LG0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0232.See file dsdata.txt to determine how the superseded data were derived.
 LG0232
 LG0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK011440(NAD 83)
 LG0232_MARKER: DB = BENCH MARK DISK
 LG0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0232_SP_SET: CULVERT
 LG0232_STAMPING: D 174 1934
 LG0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0232
 LG0232  HISTORY     - Date     Condition        Report By
 LG0232  HISTORY     - 1934     MONUMENTED       CGS
 LG0232  HISTORY     - 1963     MARK NOT FOUND   USGS
 LG0232
 LG0232                          STATION DESCRIPTION
 LG0232
 LG0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0232'1.1 MI S FROM BLUE SPRINGS.
 LG0232'1.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0232'STATION AT BLUE SPRINGS, GAGE COUNTY, 0.1 MILE SOUTH OF THE
 LG0232'STATION-ONE-MILE SIGN, IN THE TOP OF CONCRETE CULVERT 111.69,
 LG0232'AND SEVERAL FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LG0232'D 174 1934.
 LG0232
 LG0232                          STATION RECOVERY (1963)
 LG0232
 LG0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LG0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0219 ***********************************************************************
 LG0219  DESIGNATION -  D 175
 LG0219  PID         -  LG0219
 LG0219  STATE/COUNTY-  NE/JOHNSON
 LG0219  USGS QUAD   -  TECUMSEH (1965)
 LG0219
 LG0219                         *CURRENT SURVEY CONTROL
 LG0219  ___________________________________________________________________
 LG0219* NAD 83(1986)-  40 17 01.     (N)    096 07 39.     (W)     SCALED    
 LG0219* NAVD 88     -       325.909  (meters)    1069.25   (feet)  ADJUSTED  
 LG0219  ___________________________________________________________________
 LG0219  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 LG0219  DYNAMIC HT  -         325.735 (meters)    1068.68  (feet)  COMP
 LG0219  MODELED GRAV-     980,084.0   (mgal)                       NAVD 88
 LG0219
 LG0219  VERT ORDER  -  SECOND    CLASS 0
 LG0219
 LG0219.The horizontal coordinates were scaled from a topographic map and have
 LG0219.an estimated accuracy of +/- 6 seconds.
 LG0219
 LG0219.The orthometric height was determined by differential leveling
 LG0219.and adjusted by the National Geodetic Survey in June 1991..
 LG0219
 LG0219.The geoid height was determined by GEOID03.
 LG0219
 LG0219.The dynamic height is computed by dividing the NAVD 88
 LG0219.geopotential number by the normal gravity value computed on the
 LG0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0219.degrees latitude (g = 980.6199 gals.).
 LG0219
 LG0219.The modeled gravity was interpolated from observed gravity values.
 LG0219
 LG0219;                    North         East    Units  Estimated Accuracy
 LG0219;SPC NE       -    57,370.      829,170.      MT  (+/- 180 meters Scaled)
 LG0219
 LG0219                          SUPERSEDED SURVEY CONTROL
 LG0219
 LG0219  NGVD 29 (??/??/92)  325.822  (m)         1068.97   (f) ADJ UNCH    2 0
 LG0219
 LG0219.Superseded values are not recommended for survey control.
 LG0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0219.See file dsdata.txt to determine how the superseded data were derived.
 LG0219
 LG0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK441631(NAD 83)
 LG0219_MARKER: DB = BENCH MARK DISK
 LG0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0219_STAMPING: D 175 1934
 LG0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0219+STABILITY: SURFACE MOTION
 LG0219
 LG0219  HISTORY     - Date     Condition        Report By
 LG0219  HISTORY     - 1934     MONUMENTED       CGS
 LG0219  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0219
 LG0219                          STATION DESCRIPTION
 LG0219
 LG0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0219'AT ELK CREEK.
 LG0219'AT THE SOUTHEAST EDGE OF ELK CREEK, JOHNSON COUNTY, ON THE
 LG0219'CHICAGO, BURLINGTON AND QUINCY RAILROAD, AT A ROAD CROSSING,
 LG0219'50 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 50 FEET SOUTH
 LG0219'OF THE CENTER OF A COUNTY ROAD, AND 24 FEET NORTH OF THE CENTER
 LG0219'LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED D 175 1934
 LG0219'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1964 REPORT-- A
 LG0219'NEW CULVERT HAS BEEN BUILT IN THE IMMEDIATE AREA WHERE THE BM
 LG0219'IS DESCRIBED.  IT IS IMPOSSIBLE THAT THE MARKER COULD HAVE BEEN
 LG0219'DESTROYED DURING THIS CONSTRUCTION PERIOD.
 LG0219
 LG0219                          STATION RECOVERY (1964)
 LG0219
 LG0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0284 ***********************************************************************
 LG0284  DESIGNATION -  D 176
 LG0284  PID         -  LG0284
 LG0284  STATE/COUNTY-  NE/GAGE
 LG0284  USGS QUAD   -  FILLEY (1980)
 LG0284
 LG0284                         *CURRENT SURVEY CONTROL
 LG0284  ___________________________________________________________________
 LG0284* NAD 83(1986)-  40 16 36.     (N)    096 33 30.     (W)     SCALED    
 LG0284* NAVD 88     -       419.242  (meters)    1375.46   (feet)  ADJUSTED  
 LG0284  ___________________________________________________________________
 LG0284  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 LG0284  DYNAMIC HT  -         419.020 (meters)    1374.73  (feet)  COMP
 LG0284  MODELED GRAV-     980,082.6   (mgal)                       NAVD 88
 LG0284
 LG0284  VERT ORDER  -  SECOND    CLASS 0
 LG0284
 LG0284.The horizontal coordinates were scaled from a topographic map and have
 LG0284.an estimated accuracy of +/- 6 seconds.
 LG0284
 LG0284.The orthometric height was determined by differential leveling
 LG0284.and adjusted by the National Geodetic Survey in June 1991..
 LG0284
 LG0284.The geoid height was determined by GEOID03.
 LG0284
 LG0284.The dynamic height is computed by dividing the NAVD 88
 LG0284.geopotential number by the normal gravity value computed on the
 LG0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0284.degrees latitude (g = 980.6199 gals.).
 LG0284
 LG0284.The modeled gravity was interpolated from observed gravity values.
 LG0284
 LG0284;                    North         East    Units  Estimated Accuracy
 LG0284;SPC NE       -    55,050.      792,600.      MT  (+/- 180 meters Scaled)
 LG0284
 LG0284                          SUPERSEDED SURVEY CONTROL
 LG0284
 LG0284  NGVD 29 (??/??/92)  419.134  (m)         1375.11   (f) ADJ UNCH    2 0
 LG0284
 LG0284.Superseded values are not recommended for survey control.
 LG0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0284.See file dsdata.txt to determine how the superseded data were derived.
 LG0284
 LG0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK075613(NAD 83)
 LG0284_MARKER: DB = BENCH MARK DISK
 LG0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0284_STAMPING: D 176 1934
 LG0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0284+STABILITY: SURFACE MOTION
 LG0284
 LG0284  HISTORY     - Date     Condition        Report By
 LG0284  HISTORY     - 1934     MONUMENTED       CGS
 LG0284
 LG0284                          STATION DESCRIPTION
 LG0284
 LG0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0284'1.5 MI W FROM FILLEY.
 LG0284'1.5 MILES WEST ALONG THE ABANDONED CHICAGO, BURLINGTON AND QUINCY
 LG0284'RAILROAD FROM THE STATION AT FILLEY, GAGE COUNTY, 40 FEET SOUTH
 LG0284'OF THE CROSSING OF STATE HIGHWAY 3, AND 25 FEET WEST OF THE
 LG0284'CENTERLINE OF A ROAD LEADING SOUTH.  A STANDARD DISK, STAMPED
 LG0284'D 176 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0787 ***********************************************************************
 LF0787  DESIGNATION -  D 177
 LF0787  PID         -  LF0787
 LF0787  STATE/COUNTY-  NE/OTOE
 LF0787  USGS QUAD   -  PAUL (1966)
 LF0787
 LF0787                         *CURRENT SURVEY CONTROL
 LF0787  ___________________________________________________________________
 LF0787* NAD 83(1986)-  40 35 43.     (N)    095 53 39.     (W)     SCALED    
 LF0787* NAVD 88     -       332.570  (meters)    1091.11   (feet)  ADJUSTED  
 LF0787  ___________________________________________________________________
 LF0787  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LF0787  DYNAMIC HT  -         332.392 (meters)    1090.52  (feet)  COMP
 LF0787  MODELED GRAV-     980,080.7   (mgal)                       NAVD 88
 LF0787
 LF0787  VERT ORDER  -  SECOND    CLASS 0
 LF0787
 LF0787.The horizontal coordinates were scaled from a topographic map and have
 LF0787.an estimated accuracy of +/- 6 seconds.
 LF0787
 LF0787.The orthometric height was determined by differential leveling
 LF0787.and adjusted by the National Geodetic Survey in June 1991..
 LF0787
 LF0787.The geoid height was determined by GEOID03.
 LF0787
 LF0787.The dynamic height is computed by dividing the NAVD 88
 LF0787.geopotential number by the normal gravity value computed on the
 LF0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0787.degrees latitude (g = 980.6199 gals.).
 LF0787
 LF0787.The modeled gravity was interpolated from observed gravity values.
 LF0787
 LF0787;                    North         East    Units  Estimated Accuracy
 LF0787;SPC NE       -    92,850.      847,340.      MT  (+/- 180 meters Scaled)
 LF0787
 LF0787                          SUPERSEDED SURVEY CONTROL
 LF0787
 LF0787  NGVD 29 (??/??/92)  332.464  (m)         1090.76   (f) ADJ UNCH    2 0
 LF0787
 LF0787.Superseded values are not recommended for survey control.
 LF0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0787.See file dsdata.txt to determine how the superseded data were derived.
 LF0787
 LF0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE550978(NAD 83)
 LF0787_MARKER: DB = BENCH MARK DISK
 LF0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0787_STAMPING: D 177 1934
 LF0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0787+STABILITY: SURFACE MOTION
 LF0787
 LF0787  HISTORY     - Date     Condition        Report By
 LF0787  HISTORY     - 1934     MONUMENTED       CGS
 LF0787  HISTORY     - 1941     GOOD             NGS
 LF0787  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0787  HISTORY     - 1979     GOOD             NGS
 LF0787
 LF0787                          STATION DESCRIPTION
 LF0787
 LF0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LF0787'AT PAUL.
 LF0787'AT PAUL, OTOE COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 3 POLES
 LF0787'NORTH OF THE STATION, AT A ROAD CROSSING, 75 FEET EAST OF THE
 LF0787'CENTERLINE OF THE TRACK, AND 20 FEET NORTH OF THE CENTERLINE
 LF0787'OF THE ROAD.  A STANDARD DISK, STAMPED D 177 1934 AND SET IN THE
 LF0787'TOP OF A CONCRETE POST.
 LF0787
 LF0787                          STATION RECOVERY (1964)
 LF0787
 LF0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0787'MARK NOT FOUND.
 LF0787
 LF0787                          STATION RECOVERY (1979)
 LF0787
 LF0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LF0787'MARK WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 LF0787'WITH THE EXCEPTION THE STATION IS NOW PART OF A GRAIN ELEVATOR. MARK
 LF0787'IS IS DANGER OF DESTRUCTION DUE TO ROAD CONSTRUCTION. THIS MARK WAS
 LF0787'LEFT INTACT, HOWEVER D 117 RESET 1979 HAS BEEN ESTABLISHED. SEE
 LF0787'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1209 ***********************************************************************
 LF1209  DESIGNATION -  D 177 RESET
 LF1209  PID         -  LF1209
 LF1209  STATE/COUNTY-  NE/OTOE
 LF1209  USGS QUAD   -  PAUL (1966)
 LF1209
 LF1209                         *CURRENT SURVEY CONTROL
 LF1209  ___________________________________________________________________
 LF1209* NAD 83(1986)-  40 35 43.     (N)    095 53 39.     (W)     SCALED    
 LF1209* NAVD 88     -       332.83   (+/-2cm)    1092.0    (feet)  VERTCON   
 LF1209  ___________________________________________________________________
 LF1209  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LF1209
 LF1209  VERT ORDER  -  THIRD (See Below)
 LF1209
 LF1209.The horizontal coordinates were scaled from a topographic map and have
 LF1209.an estimated accuracy of +/- 6 seconds.
 LF1209
 LF1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1209.The vertical order pertains to the NGVD 29 superseded value.
 LF1209
 LF1209.The geoid height was determined by GEOID03.
 LF1209
 LF1209;                    North         East    Units  Estimated Accuracy
 LF1209;SPC NE       -    92,850.      847,340.      MT  (+/- 180 meters Scaled)
 LF1209
 LF1209                          SUPERSEDED SURVEY CONTROL
 LF1209
 LF1209  NGVD 29 (08/02/06)  332.72   (m)         1091.6    (f) RESET       3  
 LF1209
 LF1209.Superseded values are not recommended for survey control.
 LF1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1209.See file dsdata.txt to determine how the superseded data were derived.
 LF1209
 LF1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE550978(NAD 83)
 LF1209_MARKER: DB = BENCH MARK DISK
 LF1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1209_STAMPING: D 177 RESET 1979
 LF1209_PROJECTION: PROJECTING 5 CENTIMETERS
 LF1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1209+STABILITY: SURFACE MOTION
 LF1209
 LF1209  HISTORY     - Date     Condition        Report By
 LF1209  HISTORY     - 1979     MONUMENTED       NGS
 LF1209
 LF1209                          STATION DESCRIPTION
 LF1209
 LF1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LF1209'IN PAUL.
 LF1209'AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AND STATE HIGHWAY
 LF1209'128, 165 FEET EAST-NORTHEAST OF THE CENTER OF THE CROSSING, 66.0
 LF1209'FEET EAST OF THE CENTERLINE OF A DRIVEWAY LEADING NORTH, 49.0 FEET
 LF1209'NORTH OF THE CENTERLINE OF THE HIGHWAY, 21.5 FEET EAST OF A POWERLINE
 LF1209'POLE.
 LF1209'THE MARK IS 2.0 FT  W FROM A WITNESS POST.
 LF1209'THE MARK IS 2 FT BELOW HIGHWAY 128.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0530 ***********************************************************************
 LF0530  DESIGNATION -  D 178
 LF0530  PID         -  LF0530
 LF0530  STATE/COUNTY-  NE/RICHARDSON
 LF0530  USGS QUAD   -  FALLS CITY (1984)
 LF0530
 LF0530                         *CURRENT SURVEY CONTROL
 LF0530  ___________________________________________________________________
 LF0530* NAD 83(1986)-  40 00 01.     (N)    095 34 05.     (W)     SCALED    
 LF0530* NAVD 88     -       271.300  (meters)     890.09   (feet)  ADJUSTED  
 LF0530  ___________________________________________________________________
 LF0530  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LF0530  DYNAMIC HT  -         271.146 (meters)     889.58  (feet)  COMP
 LF0530  MODELED GRAV-     980,052.2   (mgal)                       NAVD 88
 LF0530
 LF0530  VERT ORDER  -  SECOND    CLASS 0
 LF0530
 LF0530.The horizontal coordinates were scaled from a topographic map and have
 LF0530.an estimated accuracy of +/- 6 seconds.
 LF0530
 LF0530.The orthometric height was determined by differential leveling
 LF0530.and adjusted by the National Geodetic Survey in June 1991..
 LF0530.WARNING-Repeat measurements at this control monument indicate possible
 LF0530.vertical movement.
 LF0530
 LF0530.The geoid height was determined by GEOID03.
 LF0530
 LF0530.The dynamic height is computed by dividing the NAVD 88
 LF0530.geopotential number by the normal gravity value computed on the
 LF0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0530.degrees latitude (g = 980.6199 gals.).
 LF0530
 LF0530.The modeled gravity was interpolated from observed gravity values.
 LF0530
 LF0530;                    North         East    Units  Estimated Accuracy
 LF0530;SPC NE       -    28,240.      878,290.      MT  (+/- 180 meters Scaled)
 LF0530
 LF0530                          SUPERSEDED SURVEY CONTROL
 LF0530
 LF0530  NGVD 29 (??/??/92)  271.218  (m)          889.82   (f) ADJ UNCH    2 0
 LF0530
 LF0530.Superseded values are not recommended for survey control.
 LF0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0530.See file dsdata.txt to determine how the superseded data were derived.
 LF0530
 LF0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE807309(NAD 83)
 LF0530_MARKER: DB = BENCH MARK DISK
 LF0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0530_STAMPING: D 178 1934
 LF0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0530+STABILITY: SURFACE MOTION
 LF0530
 LF0530  HISTORY     - Date     Condition        Report By
 LF0530  HISTORY     - 1934     MONUMENTED       CGS
 LF0530  HISTORY     - 1948     GOOD             NGS
 LF0530
 LF0530                          STATION DESCRIPTION
 LF0530
 LF0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0530'4.2 MI SE FROM FALLS CITY.
 LF0530'4.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0530'STATION AT FALLS CITY, RICHARDSON COUNTY, ONE POLE NORTH OF
 LF0530'POLE 380/30, AT THE NEBRASKA-KANSAS STATE LINE, AT A ROAD
 LF0530'CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 30
 LF0530'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 LF0530'STAMPED D 178 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0441 ***********************************************************************
 NN0441  DESIGNATION -  D 18
 NN0441  PID         -  NN0441
 NN0441  STATE/COUNTY-  NE/LOUP
 NN0441  USGS QUAD   -  STONEHOUSE RANCH NW (1981)
 NN0441
 NN0441                         *CURRENT SURVEY CONTROL
 NN0441  ___________________________________________________________________
 NN0441* NAD 83(1986)-  42 09 07.     (N)    099 28 06.     (W)     SCALED    
 NN0441* NAVD 88     -       757.935  (meters)    2486.66   (feet)  ADJUSTED  
 NN0441  ___________________________________________________________________
 NN0441  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 NN0441  DYNAMIC HT  -         757.595 (meters)    2485.54  (feet)  COMP
 NN0441  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 NN0441
 NN0441  VERT ORDER  -  FIRST     CLASS II
 NN0441
 NN0441.The horizontal coordinates were scaled from a topographic map and have
 NN0441.an estimated accuracy of +/- 6 seconds.
 NN0441
 NN0441.The orthometric height was determined by differential leveling
 NN0441.and adjusted by the National Geodetic Survey in June 1991..
 NN0441
 NN0441.The geoid height was determined by GEOID03.
 NN0441
 NN0441.The dynamic height is computed by dividing the NAVD 88
 NN0441.geopotential number by the normal gravity value computed on the
 NN0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0441.degrees latitude (g = 980.6199 gals.).
 NN0441
 NN0441.The modeled gravity was interpolated from observed gravity values.
 NN0441
 NN0441;                    North         East    Units  Estimated Accuracy
 NN0441;SPC NE       -   257,570.      543,930.      MT  (+/- 180 meters Scaled)
 NN0441
 NN0441                          SUPERSEDED SURVEY CONTROL
 NN0441
 NN0441  NGVD 29 (??/??/92)  757.674  (m)         2485.80   (f) ADJ UNCH    1 2
 NN0441
 NN0441.Superseded values are not recommended for survey control.
 NN0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0441.See file dsdata.txt to determine how the superseded data were derived.
 NN0441
 NN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM613667(NAD 83)
 NN0441_MARKER: DB = BENCH MARK DISK
 NN0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0441_STAMPING: 2485.802 D 18 1933
 NN0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0441+STABILITY: SURFACE MOTION
 NN0441
 NN0441  HISTORY     - Date     Condition        Report By
 NN0441  HISTORY     - 1933     MONUMENTED       CGS
 NN0441
 NN0441                          STATION DESCRIPTION
 NN0441
 NN0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0441'12 MI N FROM HARROP.
 NN0441'ABOUT 12 MILES NORTH ALONG U.S. HIGHWAY 183 FROM HARROP, LOUP
 NN0441'COUNTY, ABOUT 125 FEET NORTHWEST OF SWINNEYS CASH STORE, ABOUT
 NN0441'100 FEET NORTH OF THE CENTER LINE OF AN EAST-AND-WEST ROAD, ABOUT
 NN0441'193 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND AT THE EAST
 NN0441'EDGE OF A SMALL GROVE.  A STANDARD DISK, STAMPED 2485.802 D 18
 NN0441'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 NN0441'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0264 ***********************************************************************
 NN0264  DESIGNATION -  D 19
 NN0264  PID         -  NN0264
 NN0264  STATE/COUNTY-  NE/HOLT
 NN0264  USGS QUAD   -  MEEK SW (1954)
 NN0264
 NN0264                         *CURRENT SURVEY CONTROL
 NN0264  ___________________________________________________________________
 NN0264* NAD 83(1986)-  42 31 46.     (N)    098 39 26.     (W)     SCALED    
 NN0264* NAVD 88     -       610.184  (meters)    2001.91   (feet)  ADJUSTED  
 NN0264  ___________________________________________________________________
 NN0264  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 NN0264  DYNAMIC HT  -         609.950 (meters)    2001.14  (feet)  COMP
 NN0264  MODELED GRAV-     980,219.2   (mgal)                       NAVD 88
 NN0264
 NN0264  VERT ORDER  -  FIRST     CLASS II
 NN0264
 NN0264.The horizontal coordinates were scaled from a topographic map and have
 NN0264.an estimated accuracy of +/- 6 seconds.
 NN0264
 NN0264.The orthometric height was determined by differential leveling
 NN0264.and adjusted by the National Geodetic Survey in June 1991..
 NN0264
 NN0264.The geoid height was determined by GEOID03.
 NN0264
 NN0264.The dynamic height is computed by dividing the NAVD 88
 NN0264.geopotential number by the normal gravity value computed on the
 NN0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0264.degrees latitude (g = 980.6199 gals.).
 NN0264
 NN0264.The modeled gravity was interpolated from observed gravity values.
 NN0264
 NN0264;                    North         East    Units  Estimated Accuracy
 NN0264;SPC NE       -   300,210.      610,300.      MT  (+/- 180 meters Scaled)
 NN0264
 NN0264                          SUPERSEDED SURVEY CONTROL
 NN0264
 NN0264  NGVD 29 (??/??/92)  609.966  (m)         2001.20   (f) ADJ UNCH    1 2
 NN0264
 NN0264.Superseded values are not recommended for survey control.
 NN0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0264.See file dsdata.txt to determine how the superseded data were derived.
 NN0264
 NN0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN281086(NAD 83)
 NN0264_MARKER: DB = BENCH MARK DISK
 NN0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0264+STABILITY: SURFACE MOTION
 NN0264
 NN0264  HISTORY     - Date     Condition        Report By
 NN0264  HISTORY     - UNK      MONUMENTED       CGS
 NN0264  HISTORY     - 1933     GOOD             NGS
 NN0264
 NN0264                          STATION DESCRIPTION
 NN0264
 NN0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NN0264'5.5 MI N FROM O NEILL.
 NN0264'15 FT. NORTH OF CENTER OF LANE LEADING WEST OF HWY. THE HOUSE OF
 NN0264'J.W. BUTTS, 2 FT. WEST OF FENCE, 35 FT. WEST OF CENTER OF HWY.
 NN0264'281, 50 FT. SOUTH OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0265 ***********************************************************************
 NN0265  DESIGNATION -  D 19 RESET
 NN0265  PID         -  NN0265
 NN0265  STATE/COUNTY-  NE/HOLT
 NN0265  USGS QUAD   -  MEEK SW (1954)
 NN0265
 NN0265                         *CURRENT SURVEY CONTROL
 NN0265  ___________________________________________________________________
 NN0265* NAD 83(1986)-  42 31 46.     (N)    098 39 26.     (W)     SCALED    
 NN0265* NAVD 88     -       610.34   (meters)    2002.4    (feet)  RESET     
 NN0265  ___________________________________________________________________
 NN0265  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 NN0265
 NN0265  VERT ORDER  -  THIRD
 NN0265
 NN0265.The horizontal coordinates were scaled from a topographic map and have
 NN0265.an estimated accuracy of +/- 6 seconds.
 NN0265
 NN0265.The orthometric height was computed from unverified reset data.
 NN0265
 NN0265.The geoid height was determined by GEOID03.
 NN0265
 NN0265;                    North         East    Units  Estimated Accuracy
 NN0265;SPC NE       -   300,210.      610,300.      MT  (+/- 180 meters Scaled)
 NN0265
 NN0265                          SUPERSEDED SURVEY CONTROL
 NN0265
 NN0265  NGVD 29 (??/??/??)  610.12   (m)         2001.7    (f) RESET       3  
 NN0265
 NN0265.Superseded values are not recommended for survey control.
 NN0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0265.See file dsdata.txt to determine how the superseded data were derived.
 NN0265
 NN0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN281086(NAD 83)
 NN0265_MARKER: DD = SURVEY DISK
 NN0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0265_STAMPING: D 19 RESET 1950
 NN0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0265+STABILITY: SURFACE MOTION
 NN0265
 NN0265  HISTORY     - Date     Condition        Report By
 NN0265  HISTORY     - 1950     MONUMENTED       NEDR
 NN0265
 NN0265                          STATION DESCRIPTION
 NN0265
 NN0265'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1950
 NN0265'5.5 MI N FROM O NEILL.
 NN0265'5.5 MILES NORTH ALONG U.S. HIGHWAY 281 FROM O NEILL, HOLT COUNTY,
 NN0265'IN SECTION 31,T 30 N, R 11 W, 0.5 MILE NORTH OF THE SOUTH LINE
 NN0265'OF THE SECTION, OPPOSITE A LANE LEADING WEST TO THE J.W. BUTTS
 NN0265'HOUSE, AND 40 FEET EAST OF THE WEST SECTION LINE.  A STANDARD
 NN0265'DISK, STAMPED D 19 RESET 1950 AND SET IN THE TOP OF A CONCRETE
 NN0265'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5260 ***********************************************************************
 DG5260  DESIGNATION -  D 19 RESET
 DG5260  PID         -  DG5260
 DG5260  STATE/COUNTY-  NE/HOLT
 DG5260  USGS QUAD   -  MEEK SW (1954)
 DG5260
 DG5260                         *CURRENT SURVEY CONTROL
 DG5260  ___________________________________________________________________
 DG5260* NAD 83(1986)-  42 31 46.     (N)    098 39 26.     (W)     SCALED    
 DG5260* NAVD 88     -       610.41   (meters)    2002.7    (feet)  RESET     
 DG5260  ___________________________________________________________________
 DG5260  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 DG5260
 DG5260  VERT ORDER  -  THIRD
 DG5260
 DG5260.The horizontal coordinates were scaled from a topographic map and have
 DG5260.an estimated accuracy of +/- 6 seconds.
 DG5260
 DG5260.The orthometric height was computed from unverified reset data.
 DG5260.No vertical observational check was made to the station.
 DG5260
 DG5260.The geoid height was determined by GEOID03.
 DG5260
 DG5260;                    North         East    Units  Estimated Accuracy
 DG5260;SPC NE       -   300,210.      610,300.      MT  (+/- 180 meters Scaled)
 DG5260
 DG5260                          SUPERSEDED SURVEY CONTROL
 DG5260
 DG5260.No superseded survey control is available for this station.
 DG5260
 DG5260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN281086(NAD 83)
 DG5260_MARKER: DV = VERTICAL CONTROL DISK
 DG5260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5260_STAMPING: D 19 RESET 2003
 DG5260_MARK LOGO: NGS   
 DG5260_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5260+STABILITY: SURFACE MOTION
 DG5260
 DG5260  HISTORY     - Date     Condition        Report By
 DG5260  HISTORY     - 2003     MONUMENTED       NEDR
 DG5260
 DG5260                          STATION DESCRIPTION
 DG5260
 DG5260'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (RS)
 DG5260'FROM THE WEST JCT HWY 20 AND HWY 281 IN ONEILL GO NORTH ON HWY 281
 DG5260'APPROXIMATELY 4.95 MILES TO BM ON EAST ROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1237 ***********************************************************************
 NM1237  DESIGNATION -  D 2
 NM1237  PID         -  NM1237
 NM1237  STATE/COUNTY-  NE/PIERCE
 NM1237  USGS QUAD   -  PIERCE (1976)
 NM1237
 NM1237                         *CURRENT SURVEY CONTROL
 NM1237  ___________________________________________________________________
 NM1237* NAD 83(1986)-  42 11 54.     (N)    097 31 37.     (W)     SCALED    
 NM1237* NAVD 88     -       485.128  (meters)    1591.62   (feet)  ADJUSTED  
 NM1237  ___________________________________________________________________
 NM1237  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NM1237  DYNAMIC HT  -         484.942 (meters)    1591.01  (feet)  COMP
 NM1237  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 NM1237
 NM1237  VERT ORDER  -  FIRST     CLASS II
 NM1237
 NM1237.The horizontal coordinates were scaled from a topographic map and have
 NM1237.an estimated accuracy of +/- 6 seconds.
 NM1237
 NM1237.The orthometric height was determined by differential leveling
 NM1237.and adjusted by the National Geodetic Survey in June 1991..
 NM1237
 NM1237.The geoid height was determined by GEOID03.
 NM1237
 NM1237.The dynamic height is computed by dividing the NAVD 88
 NM1237.geopotential number by the normal gravity value computed on the
 NM1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1237.degrees latitude (g = 980.6199 gals.).
 NM1237
 NM1237.The modeled gravity was interpolated from observed gravity values.
 NM1237
 NM1237;                    North         East    Units  Estimated Accuracy
 NM1237;SPC NE       -   265,500.      704,170.      MT  (+/- 180 meters Scaled)
 NM1237
 NM1237                          SUPERSEDED SURVEY CONTROL
 NM1237
 NM1237  NGVD 29 (??/??/92)  484.956  (m)         1591.06   (f) ADJ UNCH    1 2
 NM1237
 NM1237.Superseded values are not recommended for survey control.
 NM1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1237.See file dsdata.txt to determine how the superseded data were derived.
 NM1237
 NM1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM216728(NAD 83)
 NM1237_MARKER: X = CHISELED CROSS
 NM1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1237_SP_SET: WALL
 NM1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1237
 NM1237  HISTORY     - Date     Condition        Report By
 NM1237  HISTORY     - UNK      MONUMENTED       CGS
 NM1237  HISTORY     - 1940     GOOD             NGS
 NM1237
 NM1237                          STATION DESCRIPTION
 NM1237
 NM1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NM1237'AT PIERCE.
 NM1237'AT PIERCE, PIERCE COUNTY, AT THE COUNTY COURTHOUSE, IN THE STONE
 NM1237'FOUNDATION OF THE EAST WALL, 15.8 FEET NORTH OF THE SOUTHEAST
 NM1237'CORNER OF THE BUILDING, 10.2 FEET SOUTH OF THE EAST DOORWAY,
 NM1237'AND 4.2 FEET HIGHER THAN THE GROUND.  A CHISELED CROSS ON THE END
 NM1237'OF A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0901 ***********************************************************************
 ML0901  DESIGNATION -  D 2 F
 ML0901  PID         -  ML0901
 ML0901  STATE/COUNTY-  NE/CUSTER
 ML0901  USGS QUAD   -  MILBURN (1978)
 ML0901
 ML0901                         *CURRENT SURVEY CONTROL
 ML0901  ___________________________________________________________________
 ML0901* NAD 83(1986)-  41 38 24.     (N)    099 38 12.     (W)     SCALED    
 ML0901* NAVD 88     -       746.407  (meters)    2448.84   (feet)  ADJUSTED  
 ML0901  ___________________________________________________________________
 ML0901  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 ML0901  DYNAMIC HT  -         746.022 (meters)    2447.57  (feet)  COMP
 ML0901  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 ML0901
 ML0901  VERT ORDER  -  SECOND    CLASS 0
 ML0901
 ML0901.The horizontal coordinates were scaled from a topographic map and have
 ML0901.an estimated accuracy of +/- 6 seconds.
 ML0901
 ML0901.The orthometric height was determined by differential leveling
 ML0901.and adjusted by the National Geodetic Survey in June 1991..
 ML0901
 ML0901.The geoid height was determined by GEOID03.
 ML0901
 ML0901.The dynamic height is computed by dividing the NAVD 88
 ML0901.geopotential number by the normal gravity value computed on the
 ML0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0901.degrees latitude (g = 980.6199 gals.).
 ML0901
 ML0901.The modeled gravity was interpolated from observed gravity values.
 ML0901
 ML0901;                    North         East    Units  Estimated Accuracy
 ML0901;SPC NE       -   200,650.      530,260.      MT  (+/- 180 meters Scaled)
 ML0901
 ML0901                          SUPERSEDED SURVEY CONTROL
 ML0901
 ML0901  NGVD 29 (??/??/92)  746.128  (m)         2447.92   (f) ADJ UNCH    2 0
 ML0901
 ML0901.Superseded values are not recommended for survey control.
 ML0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0901.See file dsdata.txt to determine how the superseded data were derived.
 ML0901
 ML0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM469100(NAD 83)
 ML0901_MARKER: DD = SURVEY DISK
 ML0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0901_STAMPING: D-2-F
 ML0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0901+STABILITY: SURFACE MOTION
 ML0901
 ML0901  HISTORY     - Date     Condition        Report By
 ML0901  HISTORY     - UNK      MONUMENTED       BOR
 ML0901  HISTORY     - 1950     GOOD             NGS
 ML0901  HISTORY     - 1984     GOOD             LOCSUR
 ML0901
 ML0901                          STATION DESCRIPTION
 ML0901
 ML0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0901'AT GATES.
 ML0901'AT GATES, 312 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST
 ML0901'OFFICE, 250 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 ML0901'DIRT ROAD, 34 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 ML0901'GRAVELED ROAD, 1.4 FEET NORTH OF A FENCE, 1 FOOT EAST OF A WITNESS
 ML0901'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 ML0901'GROUND.
 ML0901
 ML0901                          STATION RECOVERY (1984)
 ML0901
 ML0901'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0185 ***********************************************************************
 NO0185  DESIGNATION -  D 20
 NO0185  PID         -  NO0185
 NO0185  STATE/COUNTY-  NE/CHERRY
 NO0185  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0185
 NO0185                         *CURRENT SURVEY CONTROL
 NO0185  ___________________________________________________________________
 NO0185* NAD 83(1986)-  42 57 18.     (N)    100 34 18.     (W)     SCALED    
 NO0185* NAVD 88     -       841.129  (meters)    2759.60   (feet)  ADJUSTED  
 NO0185  ___________________________________________________________________
 NO0185  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 NO0185  DYNAMIC HT  -         840.796 (meters)    2758.51  (feet)  COMP
 NO0185  MODELED GRAV-     980,195.5   (mgal)                       NAVD 88
 NO0185
 NO0185  VERT ORDER  -  FIRST     CLASS II
 NO0185
 NO0185.The horizontal coordinates were scaled from a topographic map and have
 NO0185.an estimated accuracy of +/- 6 seconds.
 NO0185
 NO0185.The orthometric height was determined by differential leveling
 NO0185.and adjusted by the National Geodetic Survey in June 1991..
 NO0185
 NO0185.The geoid height was determined by GEOID03.
 NO0185
 NO0185.The dynamic height is computed by dividing the NAVD 88
 NO0185.geopotential number by the normal gravity value computed on the
 NO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0185.degrees latitude (g = 980.6199 gals.).
 NO0185
 NO0185.The modeled gravity was interpolated from observed gravity values.
 NO0185
 NO0185;                    North         East    Units  Estimated Accuracy
 NO0185;SPC NE       -   346,780.      453,350.      MT  (+/- 180 meters Scaled)
 NO0185
 NO0185                          SUPERSEDED SURVEY CONTROL
 NO0185
 NO0185  NGVD 29 (??/??/92)  840.833  (m)         2758.63   (f) ADJ UNCH    1 2
 NO0185
 NO0185.Superseded values are not recommended for survey control.
 NO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0185.See file dsdata.txt to determine how the superseded data were derived.
 NO0185
 NO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN718570(NAD 83)
 NO0185_MARKER: DB = BENCH MARK DISK
 NO0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0185_STAMPING: D 20 1933
 NO0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0185+STABILITY: SURFACE MOTION
 NO0185
 NO0185  HISTORY     - Date     Condition        Report By
 NO0185  HISTORY     - 1933     MONUMENTED       CGS
 NO0185  HISTORY     - 1967     GOOD             NGS
 NO0185  HISTORY     - 19920721 MARK NOT FOUND   NGS
 NO0185
 NO0185                          STATION DESCRIPTION
 NO0185
 NO0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NO0185'5.9 MI N FROM VALENTINE.
 NO0185'ABOUT 5.9 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0185'AT VALENTINE, 37.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 NO0185'83, 0.5 FEET EAST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS
 NO0185'POST, AND SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NO0185'18 INCHES.
 NO0185
 NO0185                          STATION RECOVERY (1992)
 NO0185
 NO0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NO0185'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0585 ***********************************************************************
 NO0585  DESIGNATION -  D 20 RESET
 NO0585  PID         -  NO0585
 NO0585  STATE/COUNTY-  NE/CHERRY
 NO0585  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0585
 NO0585                         *CURRENT SURVEY CONTROL
 NO0585  ___________________________________________________________________
 NO0585* NAD 83(1986)-  42 57 18.     (N)    100 34 18.     (W)     SCALED    
 NO0585* NAVD 88     -       840.550  (meters)    2757.70   (feet)  ADJUSTED  
 NO0585  ___________________________________________________________________
 NO0585  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 NO0585  DYNAMIC HT  -         840.217 (meters)    2756.61  (feet)  COMP
 NO0585  MODELED GRAV-     980,195.5   (mgal)                       NAVD 88
 NO0585
 NO0585  VERT ORDER  -  FIRST     CLASS II
 NO0585
 NO0585.The horizontal coordinates were scaled from a topographic map and have
 NO0585.an estimated accuracy of +/- 6 seconds.
 NO0585
 NO0585.The orthometric height was determined by differential leveling
 NO0585.and adjusted by the National Geodetic Survey in June 1994..
 NO0585
 NO0585.The geoid height was determined by GEOID03.
 NO0585
 NO0585.The dynamic height is computed by dividing the NAVD 88
 NO0585.geopotential number by the normal gravity value computed on the
 NO0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0585.degrees latitude (g = 980.6199 gals.).
 NO0585
 NO0585.The modeled gravity was interpolated from observed gravity values.
 NO0585
 NO0585;                    North         East    Units  Estimated Accuracy
 NO0585;SPC NE       -   346,780.      453,350.      MT  (+/- 180 meters Scaled)
 NO0585
 NO0585                          SUPERSEDED SURVEY CONTROL
 NO0585
 NO0585.No superseded survey control is available for this station.
 NO0585
 NO0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN718570(NAD 83)
 NO0585_MARKER: DV = VERTICAL CONTROL DISK
 NO0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0585_SP_SET: CONCRETE POST
 NO0585_STAMPING: D 20 1991
 NO0585_MARK LOGO: NGS   
 NO0585_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0585+STABILITY: SURFACE MOTION
 NO0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0585+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 NO0585
 NO0585  HISTORY     - Date     Condition        Report By
 NO0585  HISTORY     - 1991     MONUMENTED       NGS
 NO0585  HISTORY     - 19920723 GOOD             NGS
 NO0585
 NO0585                          STATION DESCRIPTION
 NO0585
 NO0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0585'8.7 KM (5.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0585'IN VALENTINE, 187.7 M (615.8 FT) SOUTH OF THE CENTER OF A GRAVELED
 NO0585'ROAD, 24.0 M (78.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.6 M
 NO0585'(2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF
 NO0585'A FENCE POST WITH A WITNESS SIGN ATTACHED, 0.4 M (1.3 FT) WEST OF THE
 NO0585'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0098 ***********************************************************************
 LJ0098  DESIGNATION -  D 200
 LJ0098  PID         -  LJ0098
 LJ0098  STATE/COUNTY-  NE/RED WILLOW
 LJ0098  USGS QUAD   -  MC COOK SE (1957)
 LJ0098
 LJ0098                         *CURRENT SURVEY CONTROL
 LJ0098  ___________________________________________________________________
 LJ0098* NAD 83(1986)-  40 06 29.     (N)    100 36 21.     (W)     SCALED    
 LJ0098* NAVD 88     -       832.177  (meters)    2730.23   (feet)  ADJUSTED  
 LJ0098  ___________________________________________________________________
 LJ0098  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 LJ0098  DYNAMIC HT  -         831.611 (meters)    2728.38  (feet)  COMP
 LJ0098  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 LJ0098
 LJ0098  VERT ORDER  -  SECOND    CLASS 0
 LJ0098
 LJ0098.The horizontal coordinates were scaled from a topographic map and have
 LJ0098.an estimated accuracy of +/- 6 seconds.
 LJ0098
 LJ0098.The orthometric height was determined by differential leveling
 LJ0098.and adjusted by the National Geodetic Survey in June 1991..
 LJ0098
 LJ0098.The geoid height was determined by GEOID03.
 LJ0098
 LJ0098.The dynamic height is computed by dividing the NAVD 88
 LJ0098.geopotential number by the normal gravity value computed on the
 LJ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0098.degrees latitude (g = 980.6199 gals.).
 LJ0098
 LJ0098.The modeled gravity was interpolated from observed gravity values.
 LJ0098
 LJ0098;                    North         East    Units  Estimated Accuracy
 LJ0098;SPC NE       -    30,690.      448,350.      MT  (+/- 180 meters Scaled)
 LJ0098
 LJ0098                          SUPERSEDED SURVEY CONTROL
 LJ0098
 LJ0098  NGVD 29 (??/??/92)  831.860  (m)         2729.19   (f) ADJ UNCH    2 0
 LJ0098
 LJ0098.Superseded values are not recommended for survey control.
 LJ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0098.See file dsdata.txt to determine how the superseded data were derived.
 LJ0098
 LJ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK631409(NAD 83)
 LJ0098_MARKER: DB = BENCH MARK DISK
 LJ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0098_STAMPING: D 200 1934
 LJ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0098+STABILITY: SURFACE MOTION
 LJ0098
 LJ0098  HISTORY     - Date     Condition        Report By
 LJ0098  HISTORY     - 1934     MONUMENTED       CGS
 LJ0098  HISTORY     - 1950     MARK NOT FOUND   NGS
 LJ0098
 LJ0098                          STATION DESCRIPTION
 LJ0098
 LJ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0098'6.7 MI S FROM MC COOK.
 LJ0098'6.7 MILES SOUTH OF BURLINGTON RR STATION AT MC COOK, AT THE
 LJ0098'NORTHWEST END OF A FILLED CURVE, 27 FEET NORTHEAST OF CENTERLINE
 LJ0098'OF U.S. HIGHWAY 183, AND 1 FOOT NORTHEAST OF FENCE LINE.
 LJ0098'NOTE-- ROAD HAS BEEN WIDENED AND THE MARK IS PROBABLY DESTROYED.
 LJ0098
 LJ0098                          STATION RECOVERY (1950)
 LJ0098
 LJ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LJ0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0119 ***********************************************************************
 LJ0119  DESIGNATION -  D 201
 LJ0119  PID         -  LJ0119
 LJ0119  STATE/COUNTY-  NE/RED WILLOW
 LJ0119  USGS QUAD   -  MC COOK SE (1957)
 LJ0119
 LJ0119                         *CURRENT SURVEY CONTROL
 LJ0119  ___________________________________________________________________
 LJ0119* NAD 83(1986)-  40 00 07.     (N)    100 31 37.     (W)     SCALED    
 LJ0119* NAVD 88     -       770.512  (meters)    2527.92   (feet)  ADJUSTED  
 LJ0119  ___________________________________________________________________
 LJ0119  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 LJ0119  DYNAMIC HT  -         769.987 (meters)    2526.20  (feet)  COMP
 LJ0119  MODELED GRAV-     979,918.7   (mgal)                       NAVD 88
 LJ0119
 LJ0119  VERT ORDER  -  SECOND    CLASS 0
 LJ0119
 LJ0119.The horizontal coordinates were scaled from a topographic map and have
 LJ0119.an estimated accuracy of +/- 6 seconds.
 LJ0119
 LJ0119.The orthometric height was determined by differential leveling
 LJ0119.and adjusted by the National Geodetic Survey in June 1991..
 LJ0119
 LJ0119.The geoid height was determined by GEOID03.
 LJ0119
 LJ0119.The dynamic height is computed by dividing the NAVD 88
 LJ0119.geopotential number by the normal gravity value computed on the
 LJ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0119.degrees latitude (g = 980.6199 gals.).
 LJ0119
 LJ0119.The modeled gravity was interpolated from observed gravity values.
 LJ0119
 LJ0119;                    North         East    Units  Estimated Accuracy
 LJ0119;SPC NE       -    18,860.      455,000.      MT  (+/- 180 meters Scaled)
 LJ0119
 LJ0119                          SUPERSEDED SURVEY CONTROL
 LJ0119
 LJ0119  NGVD 29 (??/??/92)  770.211  (m)         2526.93   (f) ADJ UNCH    2 0
 LJ0119
 LJ0119.Superseded values are not recommended for survey control.
 LJ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0119.See file dsdata.txt to determine how the superseded data were derived.
 LJ0119
 LJ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK696290(NAD 83)
 LJ0119_MARKER: DB = BENCH MARK DISK
 LJ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0119_STAMPING: D 201 1934
 LJ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0119+STABILITY: SURFACE MOTION
 LJ0119
 LJ0119  HISTORY     - Date     Condition        Report By
 LJ0119  HISTORY     - 1934     MONUMENTED       CGS
 LJ0119  HISTORY     - 1950     GOOD             NGS
 LJ0119  HISTORY     - 1977     MARK NOT FOUND   USGS
 LJ0119
 LJ0119                          STATION DESCRIPTION
 LJ0119
 LJ0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0119'2.5 MI NE FROM CEDAR BLUFFS.
 LJ0119'2.5 MILES NORTHEAST OF BURLINGTON STATION AT CEDAR BLUFF 50
 LJ0119'FEET EAST OF KANSAS-NEBRASKA STATE LINE, 15 FEET SOUTH OF C.B.
 LJ0119'AND Q. RR. TRACK.
 LJ0119
 LJ0119                          STATION RECOVERY (1950)
 LJ0119
 LJ0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LJ0119'RECOVERED IN GOOD CONDITION.
 LJ0119
 LJ0119                          STATION RECOVERY (1977)
 LJ0119
 LJ0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LJ0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0076 ***********************************************************************
 LJ0076  DESIGNATION -  D 206
 LJ0076  PID         -  LJ0076
 LJ0076  STATE/COUNTY-  NE/HITCHCOCK
 LJ0076  USGS QUAD   -  CULBERTSON NW (1962)
 LJ0076
 LJ0076                         *CURRENT SURVEY CONTROL
 LJ0076  ___________________________________________________________________
 LJ0076* NAD 83(1986)-  40 11 18.     (N)    100 58 03.     (W)     SCALED    
 LJ0076* NAVD 88     -       807.093  (meters)    2647.94   (feet)  ADJUSTED  
 LJ0076  ___________________________________________________________________
 LJ0076  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 LJ0076  DYNAMIC HT  -         806.543 (meters)    2646.13  (feet)  COMP
 LJ0076  MODELED GRAV-     979,917.7   (mgal)                       NAVD 88
 LJ0076
 LJ0076  VERT ORDER  -  SECOND    CLASS 0
 LJ0076
 LJ0076.The horizontal coordinates were scaled from a topographic map and have
 LJ0076.an estimated accuracy of +/- 6 seconds.
 LJ0076
 LJ0076.The orthometric height was determined by differential leveling
 LJ0076.and adjusted by the National Geodetic Survey in June 1991..
 LJ0076
 LJ0076.The geoid height was determined by GEOID03.
 LJ0076
 LJ0076.The dynamic height is computed by dividing the NAVD 88
 LJ0076.geopotential number by the normal gravity value computed on the
 LJ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0076.degrees latitude (g = 980.6199 gals.).
 LJ0076
 LJ0076.The modeled gravity was interpolated from observed gravity values.
 LJ0076
 LJ0076;                    North         East    Units  Estimated Accuracy
 LJ0076;SPC NE       -    39,880.      417,620.      MT  (+/- 180 meters Scaled)
 LJ0076
 LJ0076                          SUPERSEDED SURVEY CONTROL
 LJ0076
 LJ0076  NGVD 29 (??/??/92)  806.762  (m)         2646.85   (f) ADJ UNCH    2 0
 LJ0076
 LJ0076.Superseded values are not recommended for survey control.
 LJ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0076.See file dsdata.txt to determine how the superseded data were derived.
 LJ0076
 LJ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK325505(NAD 83)
 LJ0076_MARKER: DB = BENCH MARK DISK
 LJ0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0076_SP_SET: BRIDGE
 LJ0076_STAMPING: D 206 1939
 LJ0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0076
 LJ0076  HISTORY     - Date     Condition        Report By
 LJ0076  HISTORY     - 1939     MONUMENTED       CGS
 LJ0076  HISTORY     - 1941     GOOD             NGS
 LJ0076  HISTORY     - 19950425 MARK NOT FOUND   NGS
 LJ0076
 LJ0076                          STATION DESCRIPTION
 LJ0076
 LJ0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0076'2.8 MI E FROM TRENTON.
 LJ0076'2.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0076'RAILROAD FROM THE STATION AT TRENTON, HITCHCOCK COUNTY, AT
 LJ0076'BRIDGE 306.88, IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH
 LJ0076'CONCRETE ABUTMENT, 156 FEET SOUTHEAST OF THE JUNCTION OF U.S.
 LJ0076'HIGHWAY 34 AND A DIRT ROAD LEADING EAST, 75 FEET WEST OF A
 LJ0076'SIGNAL BOX, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 LJ0076'A STANDARD DISK, STAMPED D 206 1939.
 LJ0076
 LJ0076                          STATION RECOVERY (1995)
 LJ0076
 LJ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0076'THE MARK WAS SEARCHED FOR BUT NOT FOUND AND IT IS BELIEVED THE MARK IS
 LJ0076'NOW DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0410 ***********************************************************************
 LG0410  DESIGNATION -  D 207
 LG0410  PID         -  LG0410
 LG0410  STATE/COUNTY-  NE/SEWARD
 LG0410  USGS QUAD   -  PLEASANT DALE (1972)
 LG0410
 LG0410                         *CURRENT SURVEY CONTROL
 LG0410  ___________________________________________________________________
 LG0410* NAD 83(1986)-  40 46 25.     (N)    096 57 28.     (W)     SCALED    
 LG0410* NAVD 88     -       418.089  (meters)    1371.68   (feet)  ADJUSTED  
 LG0410  ___________________________________________________________________
 LG0410  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 LG0410  DYNAMIC HT  -         417.871 (meters)    1370.97  (feet)  COMP
 LG0410  MODELED GRAV-     980,089.7   (mgal)                       NAVD 88
 LG0410
 LG0410  VERT ORDER  -  SECOND    CLASS 0
 LG0410
 LG0410.The horizontal coordinates were scaled from a topographic map and have
 LG0410.an estimated accuracy of +/- 6 seconds.
 LG0410
 LG0410.The orthometric height was determined by differential leveling
 LG0410.and adjusted by the National Geodetic Survey in June 1991..
 LG0410
 LG0410.The geoid height was determined by GEOID03.
 LG0410
 LG0410.The dynamic height is computed by dividing the NAVD 88
 LG0410.geopotential number by the normal gravity value computed on the
 LG0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0410.degrees latitude (g = 980.6199 gals.).
 LG0410
 LG0410.The modeled gravity was interpolated from observed gravity values.
 LG0410
 LG0410;                    North         East    Units  Estimated Accuracy
 LG0410;SPC NE       -   108,910.      756,710.      MT  (+/- 180 meters Scaled)
 LG0410
 LG0410                          SUPERSEDED SURVEY CONTROL
 LG0410
 LG0410  NGVD 29 (??/??/92)  417.929  (m)         1371.16   (f) ADJ UNCH    2 0
 LG0410
 LG0410.Superseded values are not recommended for survey control.
 LG0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0410.See file dsdata.txt to determine how the superseded data were derived.
 LG0410
 LG0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL723156(NAD 83)
 LG0410_MARKER: DB = BENCH MARK DISK
 LG0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0410_SP_SET: CULVERT WINGWALL
 LG0410_STAMPING: D 207 1939
 LG0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0410
 LG0410  HISTORY     - Date     Condition        Report By
 LG0410  HISTORY     - 1939     MONUMENTED       CGS
 LG0410
 LG0410                          STATION DESCRIPTION
 LG0410
 LG0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0410'1.1 MI W FROM PLEASANT DALE.
 LG0410'1.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0410'FROM THE STATION AT PLEASANT DALE, SEWARD COUNTY, 0.3 MILE
 LG0410'EAST OF A WOODEN OVERHEAD BRIDGE, AT A CONCRETE-BOX CULVERT, IN
 LG0410'THE TOP OF THE NORTHWEST CORNER OF THE NORTH WING WALL, 29 FEET
 LG0410'SOUTH OF THE RIGHT-OF-WAY FENCE, AND 12 FEET NORTH OF THE
 LG0410'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED D 207 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0011 ***********************************************************************
 LG0011  DESIGNATION -  D 208
 LG0011  PID         -  LG0011
 LG0011  STATE/COUNTY-  NE/OTOE
 LG0011  USGS QUAD   -  SYRACUSE (1966)
 LG0011
 LG0011                         *CURRENT SURVEY CONTROL
 LG0011  ___________________________________________________________________
 LG0011* NAD 83(1986)-  40 38 56.     (N)    096 08 07.     (W)     SCALED    
 LG0011* NAVD 88     -       339.060  (meters)    1112.40   (feet)  ADJUSTED  
 LG0011  ___________________________________________________________________
 LG0011  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 LG0011  DYNAMIC HT  -         338.886 (meters)    1111.83  (feet)  COMP
 LG0011  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 LG0011
 LG0011  VERT ORDER  -  FIRST     CLASS II
 LG0011
 LG0011.The horizontal coordinates were scaled from a topographic map and have
 LG0011.an estimated accuracy of +/- 6 seconds.
 LG0011
 LG0011.The orthometric height was determined by differential leveling
 LG0011.and adjusted by the National Geodetic Survey in June 1991..
 LG0011
 LG0011.The geoid height was determined by GEOID03.
 LG0011
 LG0011.The dynamic height is computed by dividing the NAVD 88
 LG0011.geopotential number by the normal gravity value computed on the
 LG0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0011.degrees latitude (g = 980.6199 gals.).
 LG0011
 LG0011.The modeled gravity was interpolated from observed gravity values.
 LG0011
 LG0011;                    North         East    Units  Estimated Accuracy
 LG0011;SPC NE       -    97,850.      826,690.      MT  (+/- 180 meters Scaled)
 LG0011
 LG0011                          SUPERSEDED SURVEY CONTROL
 LG0011
 LG0011  NGVD 29 (??/??/92)  338.941  (m)         1112.01   (f) ADJ UNCH    1 2
 LG0011
 LG0011.Superseded values are not recommended for survey control.
 LG0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0011.See file dsdata.txt to determine how the superseded data were derived.
 LG0011
 LG0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL422037(NAD 83)
 LG0011_MARKER: DB = BENCH MARK DISK
 LG0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0011_STAMPING: D 208 1940
 LG0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0011+STABILITY: SURFACE MOTION
 LG0011
 LG0011  HISTORY     - Date     Condition        Report By
 LG0011  HISTORY     - 1940     MONUMENTED       CGS
 LG0011  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0011
 LG0011                          STATION DESCRIPTION
 LG0011
 LG0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0011'4.3 MI SE FROM SYRACUSE.
 LG0011'4.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0011'RAILROAD FROM THE STATION AT SYRACUSE, OTOE COUNTY, 52 FEET
 LG0011'SOUTHWEST OF MILEPOST 23, 56 FEET EAST OF A HANDCAR SET-OFF,
 LG0011'26.4 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET EAST
 LG0011'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 208
 LG0011'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 LG0011'ABOVE GROUND.
 LG0011
 LG0011                          STATION RECOVERY (1991)
 LG0011
 LG0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0011'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0334 ***********************************************************************
 LG0334  DESIGNATION -  D 209
 LG0334  PID         -  LG0334
 LG0334  STATE/COUNTY-  NE/SALINE
 LG0334  USGS QUAD   -  CRETE NORTH (1972)
 LG0334
 LG0334                         *CURRENT SURVEY CONTROL
 LG0334  ___________________________________________________________________
 LG0334* NAD 83(1986)-  40 39 02.     (N)    096 55 17.     (W)     SCALED    
 LG0334* NAVD 88     -       429.196  (meters)    1408.12   (feet)  ADJUSTED  
 LG0334  ___________________________________________________________________
 LG0334  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 LG0334  DYNAMIC HT  -         428.981 (meters)    1407.42  (feet)  COMP
 LG0334  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 LG0334
 LG0334  VERT ORDER  -  FIRST     CLASS II
 LG0334
 LG0334.The horizontal coordinates were scaled from a topographic map and have
 LG0334.an estimated accuracy of +/- 6 seconds.
 LG0334
 LG0334.The orthometric height was determined by differential leveling
 LG0334.and adjusted by the National Geodetic Survey in June 1991..
 LG0334
 LG0334.The geoid height was determined by GEOID03.
 LG0334
 LG0334.The dynamic height is computed by dividing the NAVD 88
 LG0334.geopotential number by the normal gravity value computed on the
 LG0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0334.degrees latitude (g = 980.6199 gals.).
 LG0334
 LG0334.The modeled gravity was interpolated from observed gravity values.
 LG0334
 LG0334;                    North         East    Units  Estimated Accuracy
 LG0334;SPC NE       -    95,370.      760,270.      MT  (+/- 180 meters Scaled)
 LG0334
 LG0334                          SUPERSEDED SURVEY CONTROL
 LG0334
 LG0334  NGVD 29 (??/??/92)  429.066  (m)         1407.69   (f) ADJ UNCH    1 2
 LG0334
 LG0334.Superseded values are not recommended for survey control.
 LG0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0334.See file dsdata.txt to determine how the superseded data were derived.
 LG0334
 LG0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL757020(NAD 83)
 LG0334_MARKER: DB = BENCH MARK DISK
 LG0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0334_SP_SET: CONCRETE POST
 LG0334_STAMPING: D 209 1940
 LG0334_MARK LOGO: CGS   
 LG0334_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0334+STABILITY: SURFACE MOTION
 LG0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0334+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0334
 LG0334  HISTORY     - Date     Condition        Report By
 LG0334  HISTORY     - 1940     MONUMENTED       CGS
 LG0334  HISTORY     - 19861117 GOOD             NGS
 LG0334  HISTORY     - 19911009 GOOD             NGS
 LG0334
 LG0334                          STATION DESCRIPTION
 LG0334
 LG0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0334'2.8 MI NE FROM CRETE.
 LG0334'2.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0334'RAILROAD FROM THE STATION AT CRETE, SALINE COUNTY, 280 FEET
 LG0334'NORTH OF MILEPOST 77, 37.8 FEET EAST OF THE CENTERLINE OF THE
 LG0334'TRACK, 3 FEET NORTHEAST OF A CONCRETE POST AT A FENCE CORNER,
 LG0334'AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 LG0334'DISK, STAMPED D 209 1940 AND SET IN THE TOP OF A CONCRETE POST
 LG0334'PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0334
 LG0334                          STATION RECOVERY (1986)
 LG0334
 LG0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0334'RECOVERED IN GOOD CONDITION, 4.51 KM (2.80 MI) NORTHEAST ALONG THE
 LG0334'BURLINGTON NORTHERN RAILROAD, FROM THE OLD STATION AT CRETE, 85.3 M
 LG0334'(279.9 FT) NORTH FROM MILEPOST 77, 11.52 M (37.8 FT) SOUTHEAST FROM
 LG0334'THE CENTERLINE OF THE TRACKS, 0.91 M (3.0 FT) NORTHWEST FROM AN OLD
 LG0334'CONCRETE FENCE CORNER POST, 0.61 M (2.0 FT) WEST FROM A WITNESS POST
 LG0334'AND PROJECTING 0.1 M (0.3 FT) ABOVE THE GROUND.
 LG0334
 LG0334                          STATION RECOVERY (1991)
 LG0334
 LG0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0334'4.6 KM (2.85 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0334'IN CRETE, 100.0 M (328.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 LG0334'26.0 M (85.3 FT) NORTHEAST OF A UTILITY POLE WITH 3 GUY CABLES, 6.2 M
 LG0334'(20.3 FT) SOUTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG0334'RAILROAD, 0.8 M (2.6 FT) NORTH OF A FENCE CORNER, 0.3 M (1.0 FT)
 LG0334'SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 LG0334'TRACK, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 LG0334'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0082 ***********************************************************************
 NO0082  DESIGNATION -  D 21
 NO0082  PID         -  NO0082
 NO0082  STATE/COUNTY-  NE/CHERRY
 NO0082  USGS QUAD   -  BULL LAKE (1987)
 NO0082
 NO0082                         *CURRENT SURVEY CONTROL
 NO0082  ___________________________________________________________________
 NO0082* NAD 83(1986)-  42 28 54.     (N)    100 52 07.     (W)     SCALED    
 NO0082* NAVD 88     -       931.558  (meters)    3056.29   (feet)  ADJUSTED  
 NO0082  ___________________________________________________________________
 NO0082  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 NO0082  DYNAMIC HT  -         931.127 (meters)    3054.87  (feet)  COMP
 NO0082  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 NO0082
 NO0082  VERT ORDER  -  FIRST     CLASS II
 NO0082
 NO0082.The horizontal coordinates were scaled from a topographic map and have
 NO0082.an estimated accuracy of +/- 6 seconds.
 NO0082
 NO0082.The orthometric height was determined by differential leveling
 NO0082.and adjusted by the National Geodetic Survey in June 1991..
 NO0082
 NO0082.The geoid height was determined by GEOID03.
 NO0082
 NO0082.The dynamic height is computed by dividing the NAVD 88
 NO0082.geopotential number by the normal gravity value computed on the
 NO0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0082.degrees latitude (g = 980.6199 gals.).
 NO0082
 NO0082.The modeled gravity was interpolated from observed gravity values.
 NO0082
 NO0082;                    North         East    Units  Estimated Accuracy
 NO0082;SPC NE       -   294,410.      428,600.      MT  (+/- 180 meters Scaled)
 NO0082
 NO0082                          SUPERSEDED SURVEY CONTROL
 NO0082
 NO0082  NGVD 29 (??/??/92)  931.249  (m)         3055.27   (f) ADJ UNCH    1 2
 NO0082
 NO0082.Superseded values are not recommended for survey control.
 NO0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0082.See file dsdata.txt to determine how the superseded data were derived.
 NO0082
 NO0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN464049(NAD 83)
 NO0082_MARKER: DB = BENCH MARK DISK
 NO0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0082_STAMPING: 3055.273 D 21 1933
 NO0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0082+STABILITY: SURFACE MOTION
 NO0082
 NO0082  HISTORY     - Date     Condition        Report By
 NO0082  HISTORY     - 1933     MONUMENTED       CGS
 NO0082  HISTORY     - 1934     GOOD             NGS
 NO0082  HISTORY     - 19850731 GOOD             USPSQD
 NO0082
 NO0082                          STATION DESCRIPTION
 NO0082
 NO0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0082'4.5 MI SW FROM TINY TOWN.
 NO0082'4.5 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE ROAD JUNCTION AT
 NO0082'TINY TOWN, CHERRY COUNTY, 2.0 MILES SOUTHWEST OF LONE TREE LAKE,
 NO0082'2.0 MILES SOUTHWEST OF THE JUNCTION OF ROADS LEADING TO MULLEN
 NO0082'AND BROWNLEE, 40 FEET NORTHWEST OF THE ROAD, 40 FEET NORTHWEST
 NO0082'OF A FENCE CORNER, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD
 NO0082'DISK, STAMPED 3055.273 D 21 1933 AND SET IN THE TOP OF A
 NO0082'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- MARK IS
 NO0082'40.8 MI SW ALONG U.S. HIGHWAY 183 FROM THE COURTHOUSE AT VALENTINE.
 NO0082
 NO0082                          STATION RECOVERY (1934)
 NO0082
 NO0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NO0082'RECOVERED IN GOOD CONDITION.
 NO0082
 NO0082                          STATION RECOVERY (1985)
 NO0082
 NO0082'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 NO0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0416 ***********************************************************************
 LG0416  DESIGNATION -  D 210
 LG0416  PID         -  LG0416
 LG0416  STATE/COUNTY-  NE/SALINE
 LG0416  USGS QUAD   -  DORCHESTER (1964)
 LG0416
 LG0416                         *CURRENT SURVEY CONTROL
 LG0416  ___________________________________________________________________
 LG0416* NAD 83(1986)-  40 37 52.     (N)    097 02 47.     (W)     SCALED    
 LG0416* NAVD 88     -       444.477  (meters)    1458.26   (feet)  ADJUSTED  
 LG0416  ___________________________________________________________________
 LG0416  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 LG0416  DYNAMIC HT  -         444.237 (meters)    1457.47  (feet)  COMP
 LG0416  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 LG0416
 LG0416  VERT ORDER  -  FIRST     CLASS II
 LG0416
 LG0416.The horizontal coordinates were scaled from a topographic map and have
 LG0416.an estimated accuracy of +/- 6 seconds.
 LG0416
 LG0416.The orthometric height was determined by differential leveling
 LG0416.and adjusted by the National Geodetic Survey in June 1991..
 LG0416
 LG0416.The geoid height was determined by GEOID03.
 LG0416
 LG0416.The dynamic height is computed by dividing the NAVD 88
 LG0416.geopotential number by the normal gravity value computed on the
 LG0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0416.degrees latitude (g = 980.6199 gals.).
 LG0416
 LG0416.The modeled gravity was interpolated from observed gravity values.
 LG0416
 LG0416;                    North         East    Units  Estimated Accuracy
 LG0416;SPC NE       -    92,840.      749,780.      MT  (+/- 180 meters Scaled)
 LG0416
 LG0416                          SUPERSEDED SURVEY CONTROL
 LG0416
 LG0416  NGVD 29 (??/??/92)  444.327  (m)         1457.76   (f) ADJ UNCH    1 2
 LG0416
 LG0416.Superseded values are not recommended for survey control.
 LG0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0416.See file dsdata.txt to determine how the superseded data were derived.
 LG0416
 LG0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK652996(NAD 83)
 LG0416_MARKER: DB = BENCH MARK DISK
 LG0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0416_STAMPING: D 210 1940
 LG0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0416+STABILITY: SURFACE MOTION
 LG0416
 LG0416  HISTORY     - Date     Condition        Report By
 LG0416  HISTORY     - 1940     MONUMENTED       CGS
 LG0416  HISTORY     - 1963     MARK NOT FOUND   USGS
 LG0416
 LG0416                          STATION DESCRIPTION
 LG0416
 LG0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0416'3.8 MI E FROM DORCHESTER.
 LG0416'3.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0416'FROM THE STATION AT DORCHESTER, SALINE COUNTY, 345 FEET WEST OF
 LG0416'A DIRT-ROAD CROSSING, 53 FEET NORTH OF THE CENTERLINE OF THE
 LG0416'TRACK, 6.5 FEET EAST OF A POLE WITH TWO GUY WIRES, AND 3 FEET
 LG0416'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 LG0416'D 210 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 LG0416'FOOT ABOVE GROUND.
 LG0416
 LG0416                          STATION RECOVERY (1963)
 LG0416
 LG0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LG0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1390 ***********************************************************************
 MK1390  DESIGNATION -  D 211 RESET
 MK1390  PID         -  MK1390
 MK1390  STATE/COUNTY-  NE/MERRICK
 MK1390  USGS QUAD   -  SILVER CREEK (1958)
 MK1390
 MK1390                         *CURRENT SURVEY CONTROL
 MK1390  ___________________________________________________________________
 MK1390* NAD 83(1986)-  41 18 40.     (N)    097 40 25.     (W)     SCALED    
 MK1390* NAVD 88     -       474.19   (meters)    1555.7    (feet)  RESET     
 MK1390  ___________________________________________________________________
 MK1390  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 MK1390
 MK1390  VERT ORDER  -  THIRD
 MK1390
 MK1390.The horizontal coordinates were scaled from a topographic map and have
 MK1390.an estimated accuracy of +/- 6 seconds.
 MK1390
 MK1390.The orthometric height was computed from unverified reset data.
 MK1390
 MK1390.The geoid height was determined by GEOID03.
 MK1390
 MK1390;                    North         East    Units  Estimated Accuracy
 MK1390;SPC NE       -   166,690.      694,720.      MT  (+/- 180 meters Scaled)
 MK1390
 MK1390                          SUPERSEDED SURVEY CONTROL
 MK1390
 MK1390.No superseded survey control is available for this station.
 MK1390
 MK1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL110741(NAD 83)
 MK1390_MARKER: DB = BENCH MARK DISK
 MK1390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1390_SP_SET: BRIDGE ABUTMENT
 MK1390_STAMPING: D 211 RESET 1972
 MK1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1390
 MK1390  HISTORY     - Date     Condition        Report By
 MK1390  HISTORY     - 1972     MONUMENTED       NEDR
 MK1390  HISTORY     - 1973     GOOD             NEDR
 MK1390
 MK1390                          STATION DESCRIPTION
 MK1390
 MK1390'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1973
 MK1390'0.7 MI SW FROM SILVER CREEK.
 MK1390'0.7 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM VINE
 MK1390'STREET IN SILVER CREEK, 200 FEET SOUTHEAST OF THE CENTER LINE
 MK1390'OF THE SOUTHEAST TRACK, AT THE U.S. HIGHWAY 30 BRIDGE OVER SILVER
 MK1390'CREEK, 24.7 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND SET
 MK1390'IN THE TOP OF THE SOUTHEAST WINGWALL OF THE SOUTHEAST ABUTMENT OF
 MK1390'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1361 ***********************************************************************
 MK1361  DESIGNATION -  D 212
 MK1361  PID         -  MK1361
 MK1361  STATE/COUNTY-  NE/MERRICK
 MK1361  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1361
 MK1361                         *CURRENT SURVEY CONTROL
 MK1361  ___________________________________________________________________
 MK1361* NAD 83(1986)-  41 07 25.     (N)    097 59 24.     (W)     SCALED    
 MK1361* NAVD 88     -       516.341  (meters)    1694.03   (feet)  ADJUSTED  
 MK1361  ___________________________________________________________________
 MK1361  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 MK1361  DYNAMIC HT  -         516.086 (meters)    1693.19  (feet)  COMP
 MK1361  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 MK1361
 MK1361  VERT ORDER  -  FIRST     CLASS II
 MK1361
 MK1361.The horizontal coordinates were scaled from a topographic map and have
 MK1361.an estimated accuracy of +/- 6 seconds.
 MK1361
 MK1361.The orthometric height was determined by differential leveling
 MK1361.and adjusted by the National Geodetic Survey in June 1991..
 MK1361
 MK1361.The geoid height was determined by GEOID03.
 MK1361
 MK1361.The dynamic height is computed by dividing the NAVD 88
 MK1361.geopotential number by the normal gravity value computed on the
 MK1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1361.degrees latitude (g = 980.6199 gals.).
 MK1361
 MK1361.The modeled gravity was interpolated from observed gravity values.
 MK1361
 MK1361;                    North         East    Units  Estimated Accuracy
 MK1361;SPC NE       -   145,220.      668,730.      MT  (+/- 180 meters Scaled)
 MK1361
 MK1361                          SUPERSEDED SURVEY CONTROL
 MK1361
 MK1361  NGVD 29 (??/??/92)  516.122  (m)         1693.31   (f) ADJ UNCH    1 2
 MK1361
 MK1361.Superseded values are not recommended for survey control.
 MK1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1361.See file dsdata.txt to determine how the superseded data were derived.
 MK1361
 MK1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL847529(NAD 83)
 MK1361_MARKER: DB = BENCH MARK DISK
 MK1361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1361_SP_SET: BRIDGE
 MK1361_STAMPING: D 212 1940
 MK1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1361
 MK1361  HISTORY     - Date     Condition        Report By
 MK1361  HISTORY     - 1940     MONUMENTED       CGS
 MK1361
 MK1361                          STATION DESCRIPTION
 MK1361
 MK1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1361'1 MI NE FROM CENTRAL CITY.
 MK1361'1.0 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1361'STATION AT CENTRAL CITY, MERRICK COUNTY, 575 FEET NORTHEAST OF
 MK1361'MILEPOST 124, 41 FEET SOUTH OF THE SOUTHEAST CORNER OF BRIDGE
 MK1361'123.90, 66 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST
 MK1361'MAIN TRACK, 11.6 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD,
 MK1361'AT A CONCRETE BRIDGE OVER A SMALL CREEK, AND IN THE TOP OF THE
 MK1361'NORTHWEST WING WALL.  A STANDARD DISK, STAMPED D 212 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1137 ***********************************************************************
 MK1137  DESIGNATION -  D 213
 MK1137  PID         -  MK1137
 MK1137  STATE/COUNTY-  NE/MADISON
 MK1137  USGS QUAD   -  MADISON (1976)
 MK1137
 MK1137                         *CURRENT SURVEY CONTROL
 MK1137  ___________________________________________________________________
 MK1137* NAD 83(1986)-  41 46 20.     (N)    097 29 07.     (W)     SCALED    
 MK1137* NAVD 88     -       492.130  (meters)    1614.60   (feet)  ADJUSTED  
 MK1137  ___________________________________________________________________
 MK1137  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 MK1137  DYNAMIC HT  -         491.928 (meters)    1613.93  (feet)  COMP
 MK1137  MODELED GRAV-     980,194.8   (mgal)                       NAVD 88
 MK1137
 MK1137  VERT ORDER  -  FIRST     CLASS II
 MK1137
 MK1137.The horizontal coordinates were scaled from a topographic map and have
 MK1137.an estimated accuracy of +/- 6 seconds.
 MK1137
 MK1137.The orthometric height was determined by differential leveling
 MK1137.and adjusted by the National Geodetic Survey in June 1991..
 MK1137
 MK1137.The geoid height was determined by GEOID03.
 MK1137
 MK1137.The dynamic height is computed by dividing the NAVD 88
 MK1137.geopotential number by the normal gravity value computed on the
 MK1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1137.degrees latitude (g = 980.6199 gals.).
 MK1137
 MK1137.The modeled gravity was interpolated from observed gravity values.
 MK1137
 MK1137;                    North         East    Units  Estimated Accuracy
 MK1137;SPC NE       -   218,310.      708,990.      MT  (+/- 180 meters Scaled)
 MK1137
 MK1137                          SUPERSEDED SURVEY CONTROL
 MK1137
 MK1137  NGVD 29 (??/??/92)  491.946  (m)         1613.99   (f) ADJ UNCH    1 2
 MK1137
 MK1137.Superseded values are not recommended for survey control.
 MK1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1137.See file dsdata.txt to determine how the superseded data were derived.
 MK1137
 MK1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM258255(NAD 83)
 MK1137_MARKER: DB = BENCH MARK DISK
 MK1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1137_STAMPING: D 213 1940
 MK1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1137+STABILITY: SURFACE MOTION
 MK1137
 MK1137  HISTORY     - Date     Condition        Report By
 MK1137  HISTORY     - 1940     MONUMENTED       CGS
 MK1137
 MK1137                          STATION DESCRIPTION
 MK1137
 MK1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1137'4 MI SW FROM MADISON.
 MK1137'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 370
 MK1137'FEET SOUTH OF RR. BRIDGE NO. 31.40, 120 FEET NORTHEAST OF CENTER
 MK1137'OF INTERSECTION OF EAST-WEST GRAVEL ROAD AND TRACK, 100 FEET
 MK1137'NORTH OF CENTERLINE OF ROAD, 42.3 FEET EAST OF CENTERLINE OF
 MK1137'TRACK, 7.7 FEET WEST OF RIGHT-OF-WAY FENCE, 3.0 FEET NORTH OF
 MK1137'4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT
 MK1137'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1234 ***********************************************************************
 NM1234  DESIGNATION -  D 214 RESET
 NM1234  PID         -  NM1234
 NM1234  STATE/COUNTY-  NE/PIERCE
 NM1234  USGS QUAD   -  PIERCE (1976)
 NM1234
 NM1234                         *CURRENT SURVEY CONTROL
 NM1234  ___________________________________________________________________
 NM1234* NAD 83(1986)-  42 11 18.     (N)    097 30 54.     (W)     SCALED    
 NM1234* NAVD 88     -       480.21   (meters)    1575.5    (feet)  RESET     
 NM1234  ___________________________________________________________________
 NM1234  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 NM1234
 NM1234  VERT ORDER  -  THIRD
 NM1234
 NM1234.The horizontal coordinates were scaled from a topographic map and have
 NM1234.an estimated accuracy of +/- 6 seconds.
 NM1234
 NM1234.The orthometric height was computed from unverified reset data.
 NM1234.No vertical observational check was made to the station.
 NM1234
 NM1234.The geoid height was determined by GEOID03.
 NM1234
 NM1234;                    North         East    Units  Estimated Accuracy
 NM1234;SPC NE       -   264,420.      705,190.      MT  (+/- 180 meters Scaled)
 NM1234
 NM1234                          SUPERSEDED SURVEY CONTROL
 NM1234
 NM1234  NGVD 29 (08/02/06)  480.04   (m)         1574.9    (f) RESET       3  
 NM1234
 NM1234.Superseded values are not recommended for survey control.
 NM1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1234.See file dsdata.txt to determine how the superseded data were derived.
 NM1234
 NM1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM226717(NAD 83)
 NM1234_MARKER: DB = BENCH MARK DISK
 NM1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1234_STAMPING: D 214 RESET 1974
 NM1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1234+STABILITY: SURFACE MOTION
 NM1234
 NM1234  HISTORY     - Date     Condition        Report By
 NM1234  HISTORY     - 1974     MONUMENTED       NEDR
 NM1234
 NM1234                          STATION DESCRIPTION
 NM1234
 NM1234'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1974
 NM1234'0.9 MI SE FROM PIERCE.
 NM1234'0.9 MILE SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 NM1234'FROM STATION AT PIERCE, PIERCE COUNTY, 0.1 MILE NORTHWEST OF THE
 NM1234'STATION-ONE-MILE SIGN, 160.5 FEET SOUTHWEST OF THE CENTERLINE OF
 NM1234'THE TRACK, 70.5 FEET SOUTHWEST OF THE CENTERLINE OF NEBR. HWY.
 NM1234'13 (STA. 585+75), 4.9 FEET SOUTHEAST OF A POWER POLE, 18.0 FEET
 NM1234'NORTHEAST OF A CORNER FENCE POST AND 2.5 FEET SOUTHEAST OF A
 NM1234'WHITE WOODEN WITNESS POST.  SET IN TOP OF A CONCRETE POST
 NM1234'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0107 ***********************************************************************
 NP0107  DESIGNATION -  D 215
 NP0107  PID         -  NP0107
 NP0107  STATE/COUNTY-  NE/SHERIDAN
 NP0107  USGS QUAD   -  ELLSWORTH (1989)
 NP0107
 NP0107                         *CURRENT SURVEY CONTROL
 NP0107  ___________________________________________________________________
 NP0107* NAD 83(1986)-  42 03 48.     (N)    102 15 47.     (W)     SCALED    
 NP0107* NAVD 88     -      1195.171  (meters)    3921.16   (feet)  ADJUSTED  
 NP0107  ___________________________________________________________________
 NP0107  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 NP0107  DYNAMIC HT  -        1194.473 (meters)    3918.87  (feet)  COMP
 NP0107  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 NP0107
 NP0107  VERT ORDER  -  SECOND    CLASS 0
 NP0107
 NP0107.The horizontal coordinates were scaled from a topographic map and have
 NP0107.an estimated accuracy of +/- 6 seconds.
 NP0107
 NP0107.The orthometric height was determined by differential leveling
 NP0107.and adjusted by the National Geodetic Survey in June 1991..
 NP0107
 NP0107.The geoid height was determined by GEOID03.
 NP0107
 NP0107.The dynamic height is computed by dividing the NAVD 88
 NP0107.geopotential number by the normal gravity value computed on the
 NP0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0107.degrees latitude (g = 980.6199 gals.).
 NP0107
 NP0107.The modeled gravity was interpolated from observed gravity values.
 NP0107
 NP0107;                    North         East    Units  Estimated Accuracy
 NP0107;SPC NE       -   250,040.      312,770.      MT  (+/- 180 meters Scaled)
 NP0107
 NP0107                          SUPERSEDED SURVEY CONTROL
 NP0107
 NP0107  NGVD 29 (??/??/92) 1194.605  (m)         3919.30   (f) ADJ UNCH    2 0
 NP0107
 NP0107.Superseded values are not recommended for survey control.
 NP0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0107.See file dsdata.txt to determine how the superseded data were derived.
 NP0107
 NP0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG264604(NAD 83)
 NP0107_MARKER: DB = BENCH MARK DISK
 NP0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0107_STAMPING: D 215 1940
 NP0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0107+STABILITY: SURFACE MOTION
 NP0107
 NP0107  HISTORY     - Date     Condition        Report By
 NP0107  HISTORY     - 1940     MONUMENTED       CGS
 NP0107
 NP0107                          STATION DESCRIPTION
 NP0107
 NP0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0107'1 MI NE FROM ELLSWORTH.
 NP0107'1.0 MILE NORTHEAST ALONG THE ROAD LEADING TO GORDON FROM THE
 NP0107'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH,
 NP0107'SHERIDAN COUNTY, 255 FEET SOUTH OF A CORNER FENCE POST, EAST
 NP0107'OF A DRY LAKE BED, 23.2 FEET EAST OF THE CENTERLINE OF THE ROAD,
 NP0107'1.8 FEET WEST OF A NORTH-AND-SOUTH FENCE, AND 3.5 FEET SOUTH OF
 NP0107'A 4- BY 4-INCH WHITE POST PROJECTING 1.8 FEET ABOVE GROUND.
 NP0107'A STANDARD DISK, STAMPED D 215 1940 AND SET IN THE TOP OF A
 NP0107'CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0176 ***********************************************************************
 NN0176  DESIGNATION -  D 217 RESET
 NN0176  PID         -  NN0176
 NN0176  STATE/COUNTY-  NE/HOLT
 NN0176  USGS QUAD   -  PAGE (1986)
 NN0176
 NN0176                         *CURRENT SURVEY CONTROL
 NN0176  ___________________________________________________________________
 NN0176* NAD 83(1986)-  42 23 37.     (N)    098 26 12.     (W)     SCALED    
 NN0176* NAVD 88     -       600.69   (+/-2cm)    1970.8    (feet)  VERTCON   
 NN0176  ___________________________________________________________________
 NN0176  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 NN0176
 NN0176  VERT ORDER  -  THIRD (See Below)
 NN0176
 NN0176.The horizontal coordinates were scaled from a topographic map and have
 NN0176.an estimated accuracy of +/- 6 seconds.
 NN0176
 NN0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0176.The vertical order pertains to the NGVD 29 superseded value.
 NN0176
 NN0176.The geoid height was determined by GEOID03.
 NN0176
 NN0176;                    North         East    Units  Estimated Accuracy
 NN0176;SPC NE       -   285,430.      628,690.      MT  (+/- 180 meters Scaled)
 NN0176
 NN0176                          SUPERSEDED SURVEY CONTROL
 NN0176
 NN0176  NGVD 29 (??/??/??)  600.49   (m)         1970.1    (f) RESET       3  
 NN0176
 NN0176.Superseded values are not recommended for survey control.
 NN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0176.See file dsdata.txt to determine how the superseded data were derived.
 NN0176
 NN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM463936(NAD 83)
 NN0176_MARKER: DB = BENCH MARK DISK
 NN0176_SETTING: 0 = UNSPECIFIED SETTING
 NN0176_STAMPING: D-217 1946 RESET 1957
 NN0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0176
 NN0176  HISTORY     - Date     Condition        Report By
 NN0176  HISTORY     - 1957     MONUMENTED       USGS
 NN0176  HISTORY     - 1957     GOOD             NGS
 NN0176
 NN0176                          STATION DESCRIPTION
 NN0176
 NN0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NN0176'0.6 MI S FROM PAGE.
 NN0176'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0176'PAGE, HOLT COUNTY, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 NN0176'ROAD, AT THE INTERSECTION OF ANOTHER GRADED DIRT ROAD, 77 FEET
 NN0176'NORTH, 58 FEET EAST AND 1.2 FEET HIGHER THAN CROSSROADS, 4 FEET
 NN0176'WEST OF CORNER OF FENCES NORTH AND EAST, 2 FEET WEST OF WITNESS
 NN0176'POST, A STANDARD C AND GS TABLET STAMPED D-217, 1946, RESET 1957
 NN0176'AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0326 ***********************************************************************
 NN0326  DESIGNATION -  D 218
 NN0326  PID         -  NN0326
 NN0326  STATE/COUNTY-  NE/HOLT
 NN0326  USGS QUAD   -  ATKINSON (1974)
 NN0326
 NN0326                         *CURRENT SURVEY CONTROL
 NN0326  ___________________________________________________________________
 NN0326* NAD 83(1986)-  42 31 01.     (N)    098 57 05.     (W)     SCALED    
 NN0326* NAVD 88     -       638.795  (meters)    2095.78   (feet)  ADJUSTED  
 NN0326  ___________________________________________________________________
 NN0326  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 NN0326  DYNAMIC HT  -         638.541 (meters)    2094.95  (feet)  COMP
 NN0326  MODELED GRAV-     980,203.4   (mgal)                       NAVD 88
 NN0326
 NN0326  VERT ORDER  -  FIRST     CLASS II
 NN0326
 NN0326.The horizontal coordinates were scaled from a topographic map and have
 NN0326.an estimated accuracy of +/- 6 seconds.
 NN0326
 NN0326.The orthometric height was determined by differential leveling
 NN0326.and adjusted by the National Geodetic Survey in June 1991..
 NN0326
 NN0326.The geoid height was determined by GEOID03.
 NN0326
 NN0326.The dynamic height is computed by dividing the NAVD 88
 NN0326.geopotential number by the normal gravity value computed on the
 NN0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0326.degrees latitude (g = 980.6199 gals.).
 NN0326
 NN0326.The modeled gravity was interpolated from observed gravity values.
 NN0326
 NN0326;                    North         East    Units  Estimated Accuracy
 NN0326;SPC NE       -   298,490.      586,150.      MT  (+/- 180 meters Scaled)
 NN0326
 NN0326                          SUPERSEDED SURVEY CONTROL
 NN0326
 NN0326  NGVD 29 (??/??/92)  638.567  (m)         2095.03   (f) ADJ UNCH    1 2
 NN0326
 NN0326.Superseded values are not recommended for survey control.
 NN0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0326.See file dsdata.txt to determine how the superseded data were derived.
 NN0326
 NN0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN039071(NAD 83)
 NN0326_MARKER: DB = BENCH MARK DISK
 NN0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0326_STAMPING: D 218 1946
 NN0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0326+STABILITY: SURFACE MOTION
 NN0326
 NN0326  HISTORY     - Date     Condition        Report By
 NN0326  HISTORY     - 1946     MONUMENTED       CGS
 NN0326  HISTORY     - 1982     GOOD             LOCSUR
 NN0326
 NN0326                          STATION DESCRIPTION
 NN0326
 NN0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0326'1.5 MI SE FROM ATKINSON.
 NN0326'1.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0326'FROM THE STATION AT ATKINSON, HOLT COUNTY, 12 FEET SOUTHWEST OF THE
 NN0326'FIRST POLE SOUTHEAST OF MILEPOST 172, AT THE CROSSING OF A
 NN0326'SECTION-LINE ROAD, 49 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NN0326'TRACK, 47 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTHEAST
 NN0326'OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 NN0326'POST, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NN0326'D 218 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 NN0326'INCHES ABOVE GROUND.
 NN0326
 NN0326                          STATION RECOVERY (1982)
 NN0326
 NN0326'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0405 ***********************************************************************
 NN0405  DESIGNATION -  D 219
 NN0405  PID         -  NN0405
 NN0405  STATE/COUNTY-  NE/HOLT
 NN0405  USGS QUAD   -  DUSTIN (1951)
 NN0405
 NN0405                         *CURRENT SURVEY CONTROL
 NN0405  ___________________________________________________________________
 NN0405* NAD 83(1986)-  42 50 52.     (N)    099 05 52.     (W)     SCALED    
 NN0405* NAVD 88     -       525.126  (meters)    1722.85   (feet)  ADJUSTED  
 NN0405  ___________________________________________________________________
 NN0405  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NN0405  DYNAMIC HT  -         524.933 (meters)    1722.22  (feet)  COMP
 NN0405  MODELED GRAV-     980,237.9   (mgal)                       NAVD 88
 NN0405
 NN0405  VERT ORDER  -  SECOND    CLASS 0
 NN0405
 NN0405.The horizontal coordinates were scaled from a topographic map and have
 NN0405.an estimated accuracy of +/- 6 seconds.
 NN0405
 NN0405.The orthometric height was determined by differential leveling
 NN0405.and adjusted by the National Geodetic Survey in June 1991..
 NN0405
 NN0405.The geoid height was determined by GEOID03.
 NN0405
 NN0405.The dynamic height is computed by dividing the NAVD 88
 NN0405.geopotential number by the normal gravity value computed on the
 NN0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0405.degrees latitude (g = 980.6199 gals.).
 NN0405
 NN0405.The modeled gravity was interpolated from observed gravity values.
 NN0405
 NN0405;                    North         East    Units  Estimated Accuracy
 NN0405;SPC NE       -   335,100.      573,740.      MT  (+/- 180 meters Scaled)
 NN0405
 NN0405                          SUPERSEDED SURVEY CONTROL
 NN0405
 NN0405  NGVD 29 (??/??/92)  524.878  (m)         1722.04   (f) ADJ UNCH    2 0
 NN0405
 NN0405.Superseded values are not recommended for survey control.
 NN0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0405.See file dsdata.txt to determine how the superseded data were derived.
 NN0405
 NN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN920439(NAD 83)
 NN0405_MARKER: DB = BENCH MARK DISK
 NN0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0405_STAMPING: D 219 1946
 NN0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0405+STABILITY: SURFACE MOTION
 NN0405
 NN0405  HISTORY     - Date     Condition        Report By
 NN0405  HISTORY     - 1946     MONUMENTED       CGS
 NN0405
 NN0405                          STATION DESCRIPTION
 NN0405
 NN0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0405'21 MI N FROM STUART.
 NN0405'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0405'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0405'NO. 20, THENCE NORTH 18.7 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0405'MARK, BENCH MARK IS ABOUT 0.6 MILE SOUTH OF NIOBRARA RIVER
 NN0405'BRIDGE, ABOUT 100 YARDS WEST OF AN EAST-WEST JOG IN THE ROAD,
 NN0405'34.0 FEET NORTH OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER
 NN0405'LINE OF THE ROAD, 37.0 FEET EAST OF THE EXTENDED CENTER LINE OF A
 NN0405'T ROAD LEADING SOUTH, 14.0 FEET EAST OF THE EAST END OF A WIRE
 NN0405'GATE, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT WEST OF A 4 IN X
 NN0405'4 IN MARKER POST.  A BRONZE DISK STAMPED D 219 1946 SET IN THE
 NN0405'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 NN0405'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0192 ***********************************************************************
 MM0192  DESIGNATION -  D 22
 MM0192  PID         -  MM0192
 MM0192  STATE/COUNTY-  NE/HOOKER
 MM0192  USGS QUAD   -  DISMAL RIVER RANCH NE (1985)
 MM0192
 MM0192                         *CURRENT SURVEY CONTROL
 MM0192  ___________________________________________________________________
 MM0192* NAD 83(1986)-  41 53 59.     (N)    101 03 19.     (W)     SCALED    
 MM0192* NAVD 88     -       994.484  (meters)    3262.74   (feet)  ADJUSTED  
 MM0192  ___________________________________________________________________
 MM0192  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 MM0192  DYNAMIC HT  -         993.953 (meters)    3260.99  (feet)  COMP
 MM0192  MODELED GRAV-     980,054.1   (mgal)                       NAVD 88
 MM0192
 MM0192  VERT ORDER  -  FIRST     CLASS II
 MM0192
 MM0192.The horizontal coordinates were scaled from a topographic map and have
 MM0192.an estimated accuracy of +/- 6 seconds.
 MM0192
 MM0192.The orthometric height was determined by differential leveling
 MM0192.and adjusted by the National Geodetic Survey in June 1991..
 MM0192
 MM0192.The geoid height was determined by GEOID03.
 MM0192
 MM0192.The dynamic height is computed by dividing the NAVD 88
 MM0192.geopotential number by the normal gravity value computed on the
 MM0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0192.degrees latitude (g = 980.6199 gals.).
 MM0192
 MM0192.The modeled gravity was interpolated from observed gravity values.
 MM0192
 MM0192;                    North         East    Units  Estimated Accuracy
 MM0192;SPC NE       -   229,960.      412,460.      MT  (+/- 180 meters Scaled)
 MM0192
 MM0192                          SUPERSEDED SURVEY CONTROL
 MM0192
 MM0192  NGVD 29 (??/??/92)  994.145  (m)         3261.62   (f) ADJ UNCH    1 2
 MM0192
 MM0192.Superseded values are not recommended for survey control.
 MM0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0192.See file dsdata.txt to determine how the superseded data were derived.
 MM0192
 MM0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM295406(NAD 83)
 MM0192_MARKER: DB = BENCH MARK DISK
 MM0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0192_STAMPING: 3261.624 D 22 1933
 MM0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0192+STABILITY: SURFACE MOTION
 MM0192
 MM0192  HISTORY     - Date     Condition        Report By
 MM0192  HISTORY     - 1933     MONUMENTED       CGS
 MM0192  HISTORY     - 1947     GOOD             NGS
 MM0192  HISTORY     - 1984     MARK NOT FOUND   USGS
 MM0192  HISTORY     - 19910819 MARK NOT FOUND   NGS
 MM0192
 MM0192                          STATION DESCRIPTION
 MM0192
 MM0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0192'10.5 MI S FROM MULLEN.
 MM0192'10.5 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0192'MULLEN, HOOKER COUNTY, ABOUT 2 MILES SOUTH OF A SCHOOLHOUSE,
 MM0192'AT THE TOP OF A KNOLL, 80 FEET NORTH OF AN EAST-AND-WEST FENCE
 MM0192'WEST OF THE HIGHWAY, AND 40 FEET EAST OF THE CENTERLINE OF THE
 MM0192'OLD HIGHWAY.  A STANDARD DISK, STAMPED 3261.624 D 22 1933 AND
 MM0192'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 MM0192'GROUND.
 MM0192
 MM0192                          STATION RECOVERY (1947)
 MM0192
 MM0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MM0192'RECOVERED IN GOOD CONDITION.
 MM0192
 MM0192                          STATION RECOVERY (1984)
 MM0192
 MM0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0192'MARK NOT FOUND.
 MM0192
 MM0192                          STATION RECOVERY (1991)
 MM0192
 MM0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0192'THE LAND OWNER STATED THAT THE MONUMENT IS NO LONGER THERE.  ASSUMED
 MM0192'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0367 ***********************************************************************
 NN0367  DESIGNATION -  D 220
 NN0367  PID         -  NN0367
 NN0367  STATE/COUNTY-  NE/ROCK
 NN0367  USGS QUAD   -  NEWPORT (1954)
 NN0367
 NN0367                         *CURRENT SURVEY CONTROL
 NN0367  ___________________________________________________________________
 NN0367* NAD 83(1986)-  42 35 20.     (N)    099 22 17.     (W)     SCALED    
 NN0367* NAVD 88     -       690.304  (meters)    2264.77   (feet)  ADJUSTED  
 NN0367  ___________________________________________________________________
 NN0367  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 NN0367  DYNAMIC HT  -         690.028 (meters)    2263.87  (feet)  COMP
 NN0367  MODELED GRAV-     980,198.2   (mgal)                       NAVD 88
 NN0367
 NN0367  VERT ORDER  -  FIRST     CLASS II
 NN0367
 NN0367.The horizontal coordinates were scaled from a topographic map and have
 NN0367.an estimated accuracy of +/- 6 seconds.
 NN0367
 NN0367.The orthometric height was determined by differential leveling
 NN0367.and adjusted by the National Geodetic Survey in June 1991..
 NN0367
 NN0367.The geoid height was determined by GEOID03.
 NN0367
 NN0367.The dynamic height is computed by dividing the NAVD 88
 NN0367.geopotential number by the normal gravity value computed on the
 NN0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0367.degrees latitude (g = 980.6199 gals.).
 NN0367
 NN0367.The modeled gravity was interpolated from observed gravity values.
 NN0367
 NN0367;                    North         East    Units  Estimated Accuracy
 NN0367;SPC NE       -   306,140.      551,590.      MT  (+/- 180 meters Scaled)
 NN0367
 NN0367                          SUPERSEDED SURVEY CONTROL
 NN0367
 NN0367  NGVD 29 (??/??/92)  690.065  (m)         2263.99   (f) ADJ UNCH    1 2
 NN0367
 NN0367.Superseded values are not recommended for survey control.
 NN0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0367.See file dsdata.txt to determine how the superseded data were derived.
 NN0367
 NN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN695152(NAD 83)
 NN0367_MARKER: DB = BENCH MARK DISK
 NN0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0367_STAMPING: D 220 1946
 NN0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0367+STABILITY: SURFACE MOTION
 NN0367
 NN0367  HISTORY     - Date     Condition        Report By
 NN0367  HISTORY     - 1946     MONUMENTED       CGS
 NN0367  HISTORY     - 1976     GOOD             NGS
 NN0367
 NN0367                          STATION DESCRIPTION
 NN0367
 NN0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0367'0.5 MI S FROM NEWPORT.
 NN0367'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0367'NEWPORT, ROCK COUNTY, THENCE 2.3 MILES WEST ALONG U.S. HIGHWAY
 NN0367'20, 100 YARDS EAST OF A NORTH-AND-SOUTH FENCE LINE, 75 FEET
 NN0367'SOUTHWEST OF THE WEST END OF THE SOUTH HEADWALL OF A CULVERT,
 NN0367'48.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH
 NN0367'OF A FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND
 NN0367'2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 220
 NN0367'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 NN0367'ABOVE GROUND.
 NN0367
 NN0367                          STATION RECOVERY (1976)
 NN0367
 NN0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NN0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0368 ***********************************************************************
 NN0368  DESIGNATION -  D 220 RESET
 NN0368  PID         -  NN0368
 NN0368  STATE/COUNTY-  NE/ROCK
 NN0368  USGS QUAD   -  NEWPORT (1954)
 NN0368
 NN0368                         *CURRENT SURVEY CONTROL
 NN0368  ___________________________________________________________________
 NN0368* NAD 83(1986)-  42 35 20.     (N)    099 22 17.     (W)     SCALED    
 NN0368* NAVD 88     -       690.20   (+/-2cm)    2264.4    (feet)  VERTCON   
 NN0368  ___________________________________________________________________
 NN0368  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 NN0368
 NN0368  VERT ORDER  -  THIRD (See Below)
 NN0368
 NN0368.The horizontal coordinates were scaled from a topographic map and have
 NN0368.an estimated accuracy of +/- 6 seconds.
 NN0368
 NN0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0368.The vertical order pertains to the NGVD 29 superseded value.
 NN0368
 NN0368.The geoid height was determined by GEOID03.
 NN0368
 NN0368;                    North         East    Units  Estimated Accuracy
 NN0368;SPC NE       -   306,140.      551,590.      MT  (+/- 180 meters Scaled)
 NN0368
 NN0368                          SUPERSEDED SURVEY CONTROL
 NN0368
 NN0368  NGVD 29 (08/02/06)  689.96   (m)         2263.6    (f) RESET       3  
 NN0368
 NN0368.Superseded values are not recommended for survey control.
 NN0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0368.See file dsdata.txt to determine how the superseded data were derived.
 NN0368
 NN0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN695152(NAD 83)
 NN0368_MARKER: DB = BENCH MARK DISK
 NN0368_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0368+WITH SETTING: INTO GROUND
 NN0368_STAMPING: D 220 RESET 1976
 NN0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0368+STABILITY: SURFACE MOTION
 NN0368
 NN0368  HISTORY     - Date     Condition        Report By
 NN0368  HISTORY     - 1976     MONUMENTED       NGS
 NN0368  HISTORY     - 1982     GOOD             LOCSUR
 NN0368
 NN0368                          STATION DESCRIPTION
 NN0368
 NN0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0368'2.8 MI SW FROM NEWPORT.
 NN0368'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 NN0368'NEWPORT, ROCK COUNTY, THENCE 2.3 MILES WEST ALONG U.S. HIGHWAY
 NN0368'20, 85.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 48 FEET WEST
 NN0368'OF A ROADWAY CULVERT AND 1 FOOT NORTH OF A METAL WITNESS POST
 NN0368'IN AN EAST-WEST FENCE.  A STANDARD BENCH MARK DISK STAMPED,
 NN0368'D 220 RESET 1976, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 NN0368'ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A TILE
 NN0368'WITH GRAVEL AND FLUSH WITH THE GROUND SURFACE.
 NN0368
 NN0368                          STATION RECOVERY (1982)
 NN0368
 NN0368'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1242 ***********************************************************************
 NM1242  DESIGNATION -  D 221
 NM1242  PID         -  NM1242
 NM1242  STATE/COUNTY-  NE/PIERCE
 NM1242  USGS QUAD   -  PIERCE (1976)
 NM1242
 NM1242                         *CURRENT SURVEY CONTROL
 NM1242  ___________________________________________________________________
 NM1242* NAD 83(1986)-  42 13 48.     (N)    097 35 08.     (W)     SCALED    
 NM1242* NAVD 88     -       491.840  (meters)    1613.65   (feet)  ADJUSTED  
 NM1242  ___________________________________________________________________
 NM1242  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NM1242  DYNAMIC HT  -         491.653 (meters)    1613.03  (feet)  COMP
 NM1242  MODELED GRAV-     980,226.4   (mgal)                       NAVD 88
 NM1242
 NM1242  VERT ORDER  -  FIRST     CLASS II
 NM1242
 NM1242.The horizontal coordinates were scaled from a topographic map and have
 NM1242.an estimated accuracy of +/- 6 seconds.
 NM1242
 NM1242.The orthometric height was determined by differential leveling
 NM1242.and adjusted by the National Geodetic Survey in June 1991..
 NM1242
 NM1242.The geoid height was determined by GEOID03.
 NM1242
 NM1242.The dynamic height is computed by dividing the NAVD 88
 NM1242.geopotential number by the normal gravity value computed on the
 NM1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1242.degrees latitude (g = 980.6199 gals.).
 NM1242
 NM1242.The modeled gravity was interpolated from observed gravity values.
 NM1242
 NM1242;                    North         East    Units  Estimated Accuracy
 NM1242;SPC NE       -   268,880.      699,240.      MT  (+/- 180 meters Scaled)
 NM1242
 NM1242                          SUPERSEDED SURVEY CONTROL
 NM1242
 NM1242  NGVD 29 (??/??/92)  491.664  (m)         1613.07   (f) ADJ UNCH    1 2
 NM1242
 NM1242.Superseded values are not recommended for survey control.
 NM1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1242.See file dsdata.txt to determine how the superseded data were derived.
 NM1242
 NM1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM167762(NAD 83)
 NM1242_MARKER: DB = BENCH MARK DISK
 NM1242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1242_SP_SET: BRIDGE
 NM1242_STAMPING: D 221 1946
 NM1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1242
 NM1242  HISTORY     - Date     Condition        Report By
 NM1242  HISTORY     - 1946     MONUMENTED       CGS
 NM1242  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1242
 NM1242                          STATION DESCRIPTION
 NM1242
 NM1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1242'3.8 MI NW FROM PIERCE.
 NM1242'ABOUT 3.8 MILES NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 13 FROM
 NM1242'THE PIERCE COUNTY COURTHOUSE AT PIERCE, 67 FEET SOUTHWEST
 NM1242'OF THE NORTHWEST END OF THE CHICAGO AND NORTH WESTERN RAILROAD
 NM1242'TRESTLE NO. 35, 12 FEET NORTHEAST OF THE CENTER LINE OF THE
 NM1242'HIGHWAY.  A BRONZE DISC STAMPED D 221 1946 AND SET IN THE
 NM1242'NORTHWEST END OF THE SOUTHEAST WINGWALL OF A 20 FOOT CONCRETE
 NM1242'HIGHWAY BRIDGE.
 NM1242
 NM1242                          STATION RECOVERY (1999)
 NM1242
 NM1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1242'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1243 ***********************************************************************
 NM1243  DESIGNATION -  D 221 RESET
 NM1243  PID         -  NM1243
 NM1243  STATE/COUNTY-  NE/PIERCE
 NM1243  USGS QUAD   -  PIERCE (1976)
 NM1243
 NM1243                         *CURRENT SURVEY CONTROL
 NM1243  ___________________________________________________________________
 NM1243* NAD 83(1986)-  42 13 48.     (N)    097 35 08.     (W)     SCALED    
 NM1243* NAVD 88     -       491.687  (meters)    1613.14   (feet)  ADJUSTED  
 NM1243  ___________________________________________________________________
 NM1243  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NM1243  DYNAMIC HT  -         491.500 (meters)    1612.53  (feet)  COMP
 NM1243  MODELED GRAV-     980,226.4   (mgal)                       NAVD 88
 NM1243
 NM1243  VERT ORDER  -  SECOND    CLASS I
 NM1243
 NM1243.The horizontal coordinates were scaled from a topographic map and have
 NM1243.an estimated accuracy of +/- 6 seconds.
 NM1243
 NM1243.The orthometric height was determined by differential leveling
 NM1243.and adjusted by the National Geodetic Survey in July 2002..
 NM1243
 NM1243.The geoid height was determined by GEOID03.
 NM1243
 NM1243.The dynamic height is computed by dividing the NAVD 88
 NM1243.geopotential number by the normal gravity value computed on the
 NM1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1243.degrees latitude (g = 980.6199 gals.).
 NM1243
 NM1243.The modeled gravity was interpolated from observed gravity values.
 NM1243
 NM1243;                    North         East    Units  Estimated Accuracy
 NM1243;SPC NE       -   268,880.      699,240.      MT  (+/- 180 meters Scaled)
 NM1243
 NM1243                          SUPERSEDED SURVEY CONTROL
 NM1243
 NM1243  NAVD 88 (08/02/06)  491.704  (m)         1613.20   (f) UNKNOWN     3 0
 NM1243  NGVD 29 (??/??/??)  491.53   (m)         1612.6    (f) RESET       3  
 NM1243
 NM1243.Superseded values are not recommended for survey control.
 NM1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1243.See file dsdata.txt to determine how the superseded data were derived.
 NM1243
 NM1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM167762(NAD 83)
 NM1243_MARKER: DB = BENCH MARK DISK
 NM1243_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1243_SP_SET: CULVERT HEADWALL
 NM1243_STAMPING: D 221 1946 RESET 1959
 NM1243_MARK LOGO: CGS   
 NM1243_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1243+STABILITY: SURFACE MOTION
 NM1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1243+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1243
 NM1243  HISTORY     - Date     Condition        Report By
 NM1243  HISTORY     - 1959     MONUMENTED       NEDR
 NM1243  HISTORY     - 1983     GOOD             LOCSUR
 NM1243  HISTORY     - 19991025 GOOD             NGS
 NM1243
 NM1243                          STATION DESCRIPTION
 NM1243
 NM1243'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM1243'3.8 MI NW FROM PIERCE.
 NM1243'ABOUT 3.8 MILES NORTHWEST ALONG STATE HIGHWAY NO. 13 FROM THE COUNTY
 NM1243'COURTHOUSE IN PIERCE, 63 FEET SOUTHWEST OF THE CENTER OF A
 NM1243'CHICAGO AND NORTHWESTERN RAILWAY TRESTLE 35, AT A TWIN 10 FT
 NM1243'BY 3 FT BY 60 FT CONCRETE BOX CULVERT, IN THE TOP OF THE NORTHEAST
 NM1243'END OF THE NORTHEAST PARAPET AND 30 FEET NORTHEAST OF THE
 NM1243'CENTERLINE OF THE HIGHWAY.
 NM1243
 NM1243                          STATION RECOVERY (1983)
 NM1243
 NM1243'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1243'RECOVERED IN GOOD CONDITION.
 NM1243
 NM1243                          STATION RECOVERY (1999)
 NM1243
 NM1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1243'5.9 KM (3.65 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 NM1243'IN PIERCE, IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END
 NM1243'OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 9.1
 NM1243'M (29.9 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW
 NM1243'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTHWEST OF A REFLECTOR
 NM1243'POST.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0140 ***********************************************************************
 NN0140  DESIGNATION -  D 222
 NN0140  PID         -  NN0140
 NN0140  STATE/COUNTY-  NE/ANTELOPE
 NN0140  USGS QUAD   -  ROYAL (1986)
 NN0140
 NN0140                         *CURRENT SURVEY CONTROL
 NN0140  ___________________________________________________________________
 NN0140* NAD 83(1986)-  42 20 08.     (N)    098 00 36.     (W)     SCALED    
 NN0140* NAVD 88     -       557.594  (meters)    1829.37   (feet)  ADJUSTED  
 NN0140  ___________________________________________________________________
 NN0140  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 NN0140  DYNAMIC HT  -         557.375 (meters)    1828.65  (feet)  COMP
 NN0140  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 NN0140
 NN0140  VERT ORDER  -  FIRST     CLASS II
 NN0140
 NN0140.The horizontal coordinates were scaled from a topographic map and have
 NN0140.an estimated accuracy of +/- 6 seconds.
 NN0140
 NN0140.The orthometric height was determined by differential leveling
 NN0140.and adjusted by the National Geodetic Survey in June 1991..
 NN0140
 NN0140.The geoid height was determined by GEOID03.
 NN0140
 NN0140.The dynamic height is computed by dividing the NAVD 88
 NN0140.geopotential number by the normal gravity value computed on the
 NN0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0140.degrees latitude (g = 980.6199 gals.).
 NN0140
 NN0140.The modeled gravity was interpolated from observed gravity values.
 NN0140
 NN0140;                    North         East    Units  Estimated Accuracy
 NN0140;SPC NE       -   279,710.      663,950.      MT  (+/- 180 meters Scaled)
 NN0140
 NN0140                          SUPERSEDED SURVEY CONTROL
 NN0140
 NN0140  NGVD 29 (??/??/92)  557.396  (m)         1828.72   (f) ADJ UNCH    1 2
 NN0140
 NN0140.Superseded values are not recommended for survey control.
 NN0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0140.See file dsdata.txt to determine how the superseded data were derived.
 NN0140
 NN0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM815875(NAD 83)
 NN0140_MARKER: DB = BENCH MARK DISK
 NN0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0140_STAMPING: D 222 1946
 NN0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0140+STABILITY: SURFACE MOTION
 NN0140
 NN0140  HISTORY     - Date     Condition        Report By
 NN0140  HISTORY     - 1946     MONUMENTED       CGS
 NN0140
 NN0140                          STATION DESCRIPTION
 NN0140
 NN0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0140'2 MI W FROM BRUNSWICK.
 NN0140'2.0 MILES WEST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 NN0140'BRUNSWICK, ANTELOPE COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 NN0140'DIRT ROAD, 45 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 30
 NN0140'FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 2 FEET WEST
 NN0140'OF A POLE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL
 NN0140'WITH THE GRAVEL ROAD.  A STANDARD DISK, STAMPED D 222 1946 AND
 NN0140'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NN0140'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0379 ***********************************************************************
 NN0379  DESIGNATION -  D 223
 NN0379  PID         -  NN0379
 NN0379  STATE/COUNTY-  NE/KEYA PAHA
 NN0379  USGS QUAD   -  JAMISON (1964)
 NN0379
 NN0379                         *CURRENT SURVEY CONTROL
 NN0379  ___________________________________________________________________
 NN0379* NAD 83(1986)-  42 57 57.     (N)    099 20 17.     (W)     SCALED    
 NN0379* NAVD 88     -       638.494  (meters)    2094.79   (feet)  ADJUSTED  
 NN0379  ___________________________________________________________________
 NN0379  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 NN0379  DYNAMIC HT  -         638.249 (meters)    2093.99  (feet)  COMP
 NN0379  MODELED GRAV-     980,217.6   (mgal)                       NAVD 88
 NN0379
 NN0379  VERT ORDER  -  SECOND    CLASS 0
 NN0379
 NN0379.The horizontal coordinates were scaled from a topographic map and have
 NN0379.an estimated accuracy of +/- 6 seconds.
 NN0379
 NN0379.The orthometric height was determined by differential leveling
 NN0379.and adjusted by the National Geodetic Survey in June 1991..
 NN0379
 NN0379.The geoid height was determined by GEOID03.
 NN0379
 NN0379.The dynamic height is computed by dividing the NAVD 88
 NN0379.geopotential number by the normal gravity value computed on the
 NN0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0379.degrees latitude (g = 980.6199 gals.).
 NN0379
 NN0379.The modeled gravity was interpolated from observed gravity values.
 NN0379
 NN0379;                    North         East    Units  Estimated Accuracy
 NN0379;SPC NE       -   348,030.      554,000.      MT  (+/- 180 meters Scaled)
 NN0379
 NN0379                          SUPERSEDED SURVEY CONTROL
 NN0379
 NN0379  NGVD 29 (??/??/92)  638.196  (m)         2093.81   (f) ADJ UNCH    2 0
 NN0379
 NN0379.Superseded values are not recommended for survey control.
 NN0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0379.See file dsdata.txt to determine how the superseded data were derived.
 NN0379
 NN0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN724570(NAD 83)
 NN0379_MARKER: DB = BENCH MARK DISK
 NN0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0379_STAMPING: D 223 1946
 NN0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0379+STABILITY: SURFACE MOTION
 NN0379
 NN0379  HISTORY     - Date     Condition        Report By
 NN0379  HISTORY     - 1946     MONUMENTED       CGS
 NN0379
 NN0379                          STATION DESCRIPTION
 NN0379
 NN0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0379'2.5 MI N FROM BROCKSBURG.
 NN0379'ALONG A GRADED COUNTY ROAD, 2.5 MILES NORTH OF BROCKSBURG
 NN0379'SCHOOL, 3.5 MILES SOUTHWEST OF JAMISON POST OFFICE, 33 FEET
 NN0379'WEST OF THE CENTER OF THE ROAD, 15 FEET SOUTH OF THE SOUTH END
 NN0379'OF A GATE, 2 FEET WEST OF A FENCE, 2 FEET WEST OF WITNESS POST.
 NN0379'A BRONZE DISK STAMPED D223 1946 SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0552 ***********************************************************************
 NN0552  DESIGNATION -  D 224
 NN0552  PID         -  NN0552
 NN0552  STATE/COUNTY-  NE/KEYA PAHA
 NN0552  USGS QUAD   -  BURTON (1964)
 NN0552
 NN0552                         *CURRENT SURVEY CONTROL
 NN0552  ___________________________________________________________________
 NN0552* NAD 83(1986)-  42 54 46.     (N)    099 35 30.     (W)     SCALED    
 NN0552* NAVD 88     -       652.319  (meters)    2140.15   (feet)  ADJUSTED  
 NN0552  ___________________________________________________________________
 NN0552  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 NN0552  DYNAMIC HT  -         652.067 (meters)    2139.32  (feet)  COMP
 NN0552  MODELED GRAV-     980,213.2   (mgal)                       NAVD 88
 NN0552
 NN0552  VERT ORDER  -  FIRST     CLASS II
 NN0552
 NN0552.The horizontal coordinates were scaled from a topographic map and have
 NN0552.an estimated accuracy of +/- 6 seconds.
 NN0552
 NN0552.The orthometric height was determined by differential leveling
 NN0552.and adjusted by the National Geodetic Survey in June 1991..
 NN0552
 NN0552.The geoid height was determined by GEOID03.
 NN0552
 NN0552.The dynamic height is computed by dividing the NAVD 88
 NN0552.geopotential number by the normal gravity value computed on the
 NN0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0552.degrees latitude (g = 980.6199 gals.).
 NN0552
 NN0552.The modeled gravity was interpolated from observed gravity values.
 NN0552
 NN0552;                    North         East    Units  Estimated Accuracy
 NN0552;SPC NE       -   342,010.      533,340.      MT  (+/- 180 meters Scaled)
 NN0552
 NN0552                          SUPERSEDED SURVEY CONTROL
 NN0552
 NN0552  NGVD 29 (??/??/92)  652.033  (m)         2139.21   (f) ADJ UNCH    1 2
 NN0552
 NN0552.Superseded values are not recommended for survey control.
 NN0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0552.See file dsdata.txt to determine how the superseded data were derived.
 NN0552
 NN0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN517512(NAD 83)
 NN0552_MARKER: DB = BENCH MARK DISK
 NN0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0552_STAMPING: D 224 1946
 NN0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0552+STABILITY: SURFACE MOTION
 NN0552
 NN0552  HISTORY     - Date     Condition        Report By
 NN0552  HISTORY     - 1946     MONUMENTED       CGS
 NN0552
 NN0552                          STATION DESCRIPTION
 NN0552
 NN0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0552'AT BURTON SCHOOL.
 NN0552'AT BURTON, IN THE SOUTH SIDE OF THE SCHOOL YARD, 103 FEET SOUTH
 NN0552'OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 93 FEET WEST
 NN0552'OF THE CENTER OF A ROAD LEADING NORTH, 10 FEET EAST OF A
 NN0552'TELEPHONE POLE, 2 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1181 ***********************************************************************
 NM1181  DESIGNATION -  D 225
 NM1181  PID         -  NM1181
 NM1181  STATE/COUNTY-  NE/WAYNE
 NM1181  USGS QUAD   -  WINSIDE (1963)
 NM1181
 NM1181                         *CURRENT SURVEY CONTROL
 NM1181  ___________________________________________________________________
 NM1181* NAD 83(1986)-  42 09 49.     (N)    097 13 21.     (W)     SCALED    
 NM1181* NAVD 88     -       493.068  (meters)    1617.67   (feet)  ADJUSTED  
 NM1181  ___________________________________________________________________
 NM1181  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 NM1181  DYNAMIC HT  -         492.884 (meters)    1617.07  (feet)  COMP
 NM1181  MODELED GRAV-     980,233.3   (mgal)                       NAVD 88
 NM1181
 NM1181  VERT ORDER  -  FIRST     CLASS II
 NM1181
 NM1181.The horizontal coordinates were scaled from a topographic map and have
 NM1181.an estimated accuracy of +/- 6 seconds.
 NM1181
 NM1181.The orthometric height was determined by differential leveling
 NM1181.and adjusted by the National Geodetic Survey in June 1991..
 NM1181
 NM1181.The geoid height was determined by GEOID03.
 NM1181
 NM1181.The dynamic height is computed by dividing the NAVD 88
 NM1181.geopotential number by the normal gravity value computed on the
 NM1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1181.degrees latitude (g = 980.6199 gals.).
 NM1181
 NM1181.The modeled gravity was interpolated from observed gravity values.
 NM1181
 NM1181;                    North         East    Units  Estimated Accuracy
 NM1181;SPC NE       -   262,410.      729,430.      MT  (+/- 180 meters Scaled)
 NM1181
 NM1181                          SUPERSEDED SURVEY CONTROL
 NM1181
 NM1181  NGVD 29 (??/??/92)  492.875  (m)         1617.04   (f) ADJ UNCH    1 2
 NM1181
 NM1181.Superseded values are not recommended for survey control.
 NM1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1181.See file dsdata.txt to determine how the superseded data were derived.
 NM1181
 NM1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM468694(NAD 83)
 NM1181_MARKER: DB = BENCH MARK DISK
 NM1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1181_STAMPING: D 225 1947
 NM1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1181+STABILITY: SURFACE MOTION
 NM1181
 NM1181  HISTORY     - Date     Condition        Report By
 NM1181  HISTORY     - 1947     MONUMENTED       CGS
 NM1181  HISTORY     - 1963     MARK NOT FOUND   NGS
 NM1181
 NM1181                          STATION DESCRIPTION
 NM1181
 NM1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1181'2.9 MI SW FROM WINSIDE.
 NM1181'2.9 MILES SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM1181'OMAHA RAILWAY FROM THE STATION AT WINSIDE, 250.0 FEET NORTHEAST
 NM1181'OF THE CENTER OF A COUNTY DIRT ROAD CROSSING 82.5 FEET WEST OF A
 NM1181'POINT AT THE CENTER LINE OF THE TRACK AND DIRECTLY BELOW THE CENTER
 NM1181'LINE OF THE TRACK AND DIRECTLY BELOW THE CENTER WIRE OF A THREE
 NM1181'WIRE POWER LINE, 41.0 FEET WEST OF MILE POST EMR 31, 34.2 FEET
 NM1181'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK 11.0 FEET SOUTHWEST
 NM1181'OF THE NORTHWEST RIGHT OF WAY FENCE, 2.2 FEET NORTHEAST OF A
 NM1181'REFERENCE POST, SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE TRACK
 NM1181'AND PROJECTING 0.3 FOOT.
 NM1181
 NM1181                          STATION RECOVERY (1963)
 NM1181
 NM1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NM1181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0500 ***********************************************************************
 NN0500  DESIGNATION -  D 226
 NN0500  PID         -  NN0500
 NN0500  STATE/COUNTY-  NE/BROWN
 NN0500  USGS QUAD   -  LONG PINE (1954)
 NN0500
 NN0500                         *CURRENT SURVEY CONTROL
 NN0500  ___________________________________________________________________
 NN0500* NAD 83(1986)-  42 32 44.     (N)    099 42 02.     (W)     SCALED    
 NN0500* NAVD 88     -       727.092  (meters)    2385.47   (feet)  ADJUSTED  
 NN0500  ___________________________________________________________________
 NN0500  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 NN0500  DYNAMIC HT  -         726.790 (meters)    2384.48  (feet)  COMP
 NN0500  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 NN0500
 NN0500  VERT ORDER  -  FIRST     CLASS II
 NN0500
 NN0500.The horizontal coordinates were scaled from a topographic map and have
 NN0500.an estimated accuracy of +/- 6 seconds.
 NN0500
 NN0500.The orthometric height was determined by differential leveling
 NN0500.and adjusted by the National Geodetic Survey in June 1991..
 NN0500
 NN0500.The geoid height was determined by GEOID03.
 NN0500
 NN0500.The dynamic height is computed by dividing the NAVD 88
 NN0500.geopotential number by the normal gravity value computed on the
 NN0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0500.degrees latitude (g = 980.6199 gals.).
 NN0500
 NN0500.The modeled gravity was interpolated from observed gravity values.
 NN0500
 NN0500;                    North         East    Units  Estimated Accuracy
 NN0500;SPC NE       -   301,190.      524,590.      MT  (+/- 180 meters Scaled)
 NN0500
 NN0500                          SUPERSEDED SURVEY CONTROL
 NN0500
 NN0500  NGVD 29 (??/??/92)  726.815  (m)         2384.56   (f) ADJ UNCH    1 2
 NN0500
 NN0500.Superseded values are not recommended for survey control.
 NN0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0500.See file dsdata.txt to determine how the superseded data were derived.
 NN0500
 NN0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN424105(NAD 83)
 NN0500_MARKER: DB = BENCH MARK DISK
 NN0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0500_STAMPING: D 226 1946
 NN0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0500+STABILITY: SURFACE MOTION
 NN0500
 NN0500  HISTORY     - Date     Condition        Report By
 NN0500  HISTORY     - 1946     MONUMENTED       CGS
 NN0500
 NN0500                          STATION DESCRIPTION
 NN0500
 NN0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0500'0.9 MI N FROM LONG PINE.
 NN0500'0.9 MILE NORTH ALONG A PAVED STREET AND STATE HIGHWAY 55 FROM
 NN0500'THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT LONG PINE,
 NN0500'BROWN COUNTY, 0.1 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 20,
 NN0500'49 FEET SOUTHEAST OF A SLOW SIGN, 45 FEET EAST OF THE CENTERLINE
 NN0500'OF THE HIGHWAY, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 NN0500'SOUTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER THAN
 NN0500'THE HIGHWAY.  A STANDARD DISK, STAMPED D 226 1946 AND SET
 NN0500'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0013 ***********************************************************************
 NO0013  DESIGNATION -  D 227
 NO0013  PID         -  NO0013
 NO0013  STATE/COUNTY-  NE/BROWN
 NO0013  USGS QUAD   -  JOHNSTOWN (1985)
 NO0013
 NO0013                         *CURRENT SURVEY CONTROL
 NO0013  ___________________________________________________________________
 NO0013* NAD 83(1995)-  42 34 48.66849(N)    100 07 05.40861(W)     ADJUSTED  
 NO0013* NAVD 88     -       800.922  (meters)    2627.69   (feet)  ADJUSTED  
 NO0013  ___________________________________________________________________
 NO0013  X           -    -826,430.071 (meters)                     COMP
 NO0013  Y           -  -4,631,045.467 (meters)                     COMP
 NO0013  Z           -   4,293,804.595 (meters)                     COMP
 NO0013  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 NO0013  ELLIP HEIGHT-         778.73  (meters)          (06/27/02) GPS OBS
 NO0013  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 NO0013  DYNAMIC HT  -         800.584 (meters)    2626.58  (feet)  COMP
 NO0013  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 NO0013
 NO0013  HORZ ORDER  -  FIRST
 NO0013  VERT ORDER  -  FIRST     CLASS II
 NO0013  ELLP ORDER  -  FOURTH    CLASS I
 NO0013
 NO0013.The horizontal coordinates were established by GPS observations
 NO0013.and adjusted by the National Geodetic Survey in August 1997..
 NO0013
 NO0013.The orthometric height was determined by differential leveling
 NO0013.and adjusted by the National Geodetic Survey in June 1991..
 NO0013
 NO0013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0013
 NO0013.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0013
 NO0013.The ellipsoidal height was determined by GPS observations
 NO0013.and is referenced to NAD 83.
 NO0013
 NO0013.The geoid height was determined by GEOID03.
 NO0013
 NO0013.The dynamic height is computed by dividing the NAVD 88
 NO0013.geopotential number by the normal gravity value computed on the
 NO0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0013.degrees latitude (g = 980.6199 gals.).
 NO0013
 NO0013.The modeled gravity was interpolated from observed gravity values.
 NO0013
 NO0013;                    North         East     Units Scale Factor Converg.
 NO0013;SPC NE       -   304,995.332   490,300.648   MT  0.99983468   -0 04 41.9
 NO0013;UTM  14      - 4,714,802.712   408,241.353   MT  0.99970359   -0 45 23.9
 NO0013
 NO0013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0013!SPC NE       -   0.99987789  x   0.99983468  =   0.99971259
 NO0013!UTM  14      -   0.99987789  x   0.99970359  =   0.99958151
 NO0013
 NO0013                          SUPERSEDED SURVEY CONTROL
 NO0013
 NO0013  ELLIP H (08/18/97)  778.78   (m)                       GP(       ) 4 1
 NO0013  NAD 83(1986)-  42 34 48.67466(N)    100 07 05.42037(W) AD(       ) 1
 NO0013  NGVD 29 (??/??/92)  800.629  (m)         2626.73   (f) ADJ UNCH    1 2
 NO0013
 NO0013.Superseded values are not recommended for survey control.
 NO0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0013.See file dsdata.txt to determine how the superseded data were derived.
 NO0013
 NO0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0824114803(NAD 83)
 NO0013_MARKER: DB = BENCH MARK DISK
 NO0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0013_SP_SET: CONCRETE POST
 NO0013_STAMPING: D 227 1946
 NO0013_MARK LOGO: CGS   
 NO0013_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0013+STABILITY: SURFACE MOTION
 NO0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0013+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1989
 NO0013
 NO0013  HISTORY     - Date     Condition        Report By
 NO0013  HISTORY     - 1946     MONUMENTED       CGS
 NO0013  HISTORY     - 1975     GOOD             NGS
 NO0013  HISTORY     - 19890502 GOOD             NGS
 NO0013
 NO0013                          STATION DESCRIPTION
 NO0013
 NO0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0013'3.7 MI W FROM JOHNSTOWN.
 NO0013'3.7 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0013'WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY, 109 FEET
 NO0013'EAST OF A CURVE SIGN, 76 FEET NORTHEAST OF THE CENTERLINE OF THE
 NO0013'HIGHWAY, 58 FEET SOUTHWEST OF THE CENTERLINE OF THE C. AND N.W.
 NO0013'RY. TRACK, 18 FEET SOUTHWEST OF A POLE, 1 FOOT SOUTHEAST OF A
 NO0013'WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER THAN THE HIGHWAY.
 NO0013'A STANDARD DISK, STAMPED D 227 1946 AND SET IN THE TOP OF A
 NO0013'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0013
 NO0013                          STATION RECOVERY (1975)
 NO0013
 NO0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0013'RECOVERED IN GOOD CONDITION.
 NO0013
 NO0013                          STATION RECOVERY (1989)
 NO0013
 NO0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NO0013'THE STATION IS LOCATED 5 KM (3.10 MI) WEST OF JOHNSTOWN, 1.6 KM
 NO0013'(1.00 MI) NORTHWEST OF THE JUNCTION OF US HIGHWAY 20 AND PLUM CREEK,
 NO0013'IN A GRASSY MEDIAN OF THE HIGHWAY AND A RAILROAD TRACK.
 NO0013'OWNERSHIP--CHICAGO AND NORTHWESTERN RAILWAY.
 NO0013'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND MAIN
 NO0013'STREET AT A SMALL PARK IN JOHNSTOWN, GO WEST ON US HIGHWAY 20 FOR 3.96
 NO0013'KM (2.45 MI) TO A BRIDGE OVER PLUM CREEK.  CONTINUE AHEAD FOR 1.69 KM
 NO0013'(1.05 MI) TO THE STATION ON THE RIGHT.
 NO0013'THE STATION IS SET 23.0 M (75.5 FT) NORTHEAST OF THE HIGHWAY
 NO0013'CENTERLINE, 16.9 M (55.4 FT) SOUTHWEST OF AND 2 M (6.6 FT) HIGHER THAN
 NO0013'THE SOUTHWEST RAIL OF THE TRACK, 4.8 M (15.7 FT) SOUTH-SOUTHWEST OF A
 NO0013'UTILITY POLE, 0.4 M (1.3 FT) SOUTHEAST OF A WOODEN WITNESS POST, 0.3 M
 NO0013'(1.0 FT) NORTHWEST OF A METAL WITNESS POST, 1 M (3.3 FT) HIGHER THAN
 NO0013'THE LEVEL OF THE HIGHWAY AND PROJECTS 1 CM.
 NO0013'DESCRIBED BY G.R.HEID,  TYPED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0064 ***********************************************************************
 NO0064  DESIGNATION -  D 228
 NO0064  PID         -  NO0064
 NO0064  STATE/COUNTY-  NE/KEYA PAHA
 NO0064  USGS QUAD   -  NORDEN (1983)
 NO0064
 NO0064                         *CURRENT SURVEY CONTROL
 NO0064  ___________________________________________________________________
 NO0064* NAD 83(1986)-  42 47 12.     (N)    100 02 07.     (W)     SCALED    
 NO0064* NAVD 88     -       649.139  (meters)    2129.72   (feet)  ADJUSTED  
 NO0064  ___________________________________________________________________
 NO0064  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 NO0064  DYNAMIC HT  -         648.893 (meters)    2128.91  (feet)  COMP
 NO0064  MODELED GRAV-     980,219.6   (mgal)                       NAVD 88
 NO0064
 NO0064  VERT ORDER  -  SECOND    CLASS 0
 NO0064
 NO0064.The horizontal coordinates were scaled from a topographic map and have
 NO0064.an estimated accuracy of +/- 6 seconds.
 NO0064
 NO0064.The orthometric height was determined by differential leveling
 NO0064.and adjusted by the National Geodetic Survey in June 1991..
 NO0064
 NO0064.The geoid height was determined by GEOID03.
 NO0064
 NO0064.The dynamic height is computed by dividing the NAVD 88
 NO0064.geopotential number by the normal gravity value computed on the
 NO0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0064.degrees latitude (g = 980.6199 gals.).
 NO0064
 NO0064.The modeled gravity was interpolated from observed gravity values.
 NO0064
 NO0064;                    North         East    Units  Estimated Accuracy
 NO0064;SPC NE       -   327,920.      497,110.      MT  (+/- 180 meters Scaled)
 NO0064
 NO0064                          SUPERSEDED SURVEY CONTROL
 NO0064
 NO0064  NGVD 29 (??/??/92)  648.851  (m)         2128.77   (f) ADJ UNCH    2 0
 NO0064
 NO0064.Superseded values are not recommended for survey control.
 NO0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0064.See file dsdata.txt to determine how the superseded data were derived.
 NO0064
 NO0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN153376(NAD 83)
 NO0064_MARKER: DB = BENCH MARK DISK
 NO0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NO0064_SP_SET: PIER
 NO0064_STAMPING: D 228 1946
 NO0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0064
 NO0064  HISTORY     - Date     Condition        Report By
 NO0064  HISTORY     - 1946     MONUMENTED       CGS
 NO0064
 NO0064                          STATION DESCRIPTION
 NO0064
 NO0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0064'17.6 MI N FROM JOHNSTOWN.
 NO0064'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0064'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 17.2 MILES
 NO0064'NORTH ALONG A DIRT ROAD LEADING TO NORDEN, AND IN THE TOP OF THE
 NO0064'WEST END OF THE NORTH PIER OF A STEEL BRIDGE OVER THE NIOBRARA
 NO0064'RIVER, 10 FEET NORTH OF AND ABOUT 1 FOOT LOWER THAN THE CENTER
 NO0064'LINE OF THE BRIDGE.  STAMPED D 228 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0060 ***********************************************************************
 NO0060  DESIGNATION -  D 229
 NO0060  PID         -  NO0060
 NO0060  STATE/COUNTY-  NE/KEYA PAHA
 NO0060  USGS QUAD   -  NORDEN (1983)
 NO0060
 NO0060                         *CURRENT SURVEY CONTROL
 NO0060  ___________________________________________________________________
 NO0060* NAD 83(1986)-  42 49 33.     (N)    100 03 48.     (W)     SCALED    
 NO0060* NAVD 88     -       709.454  (meters)    2327.60   (feet)  ADJUSTED  
 NO0060  ___________________________________________________________________
 NO0060  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 NO0060  DYNAMIC HT  -         709.179 (meters)    2326.70  (feet)  COMP
 NO0060  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 NO0060
 NO0060  VERT ORDER  -  SECOND    CLASS 0
 NO0060
 NO0060.The horizontal coordinates were scaled from a topographic map and have
 NO0060.an estimated accuracy of +/- 6 seconds.
 NO0060
 NO0060.The orthometric height was determined by differential leveling
 NO0060.and adjusted by the National Geodetic Survey in June 1991..
 NO0060
 NO0060.The geoid height was determined by GEOID03.
 NO0060
 NO0060.The dynamic height is computed by dividing the NAVD 88
 NO0060.geopotential number by the normal gravity value computed on the
 NO0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0060.degrees latitude (g = 980.6199 gals.).
 NO0060
 NO0060.The modeled gravity was interpolated from observed gravity values.
 NO0060
 NO0060;                    North         East    Units  Estimated Accuracy
 NO0060;SPC NE       -   332,280.      494,820.      MT  (+/- 180 meters Scaled)
 NO0060
 NO0060                          SUPERSEDED SURVEY CONTROL
 NO0060
 NO0060  NGVD 29 (??/??/92)  709.153  (m)         2326.61   (f) ADJ UNCH    2 0
 NO0060
 NO0060.Superseded values are not recommended for survey control.
 NO0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0060.See file dsdata.txt to determine how the superseded data were derived.
 NO0060
 NO0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN130420(NAD 83)
 NO0060_MARKER: DB = BENCH MARK DISK
 NO0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0060_STAMPING: D 229 1946
 NO0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0060+STABILITY: SURFACE MOTION
 NO0060
 NO0060  HISTORY     - Date     Condition        Report By
 NO0060  HISTORY     - 1946     MONUMENTED       CGS
 NO0060
 NO0060                          STATION DESCRIPTION
 NO0060
 NO0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0060'3.1 MI S FROM NORDEN.
 NO0060'ABOUT 3.1 MILES SOUTH ALONG A DIRT ROAD FROM THE NORDEN SCHOOL
 NO0060'BUILDING AT NORDEN, 124 FEET WEST OF A 6 X 12 FOOT WOODEN BRIDGE,
 NO0060'18 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 NO0060'ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A
 NO0060'4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED D 229 1946 AND
 NO0060'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 NO0060'THE GROUND.  STAMPED D 229 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0120 ***********************************************************************
 MM0120  DESIGNATION -  D 23
 MM0120  PID         -  MM0120
 MM0120  STATE/COUNTY-  NE/LINCOLN
 MM0120  USGS QUAD   -  GOOD HOPE CEMETERY (1972)
 MM0120
 MM0120                         *CURRENT SURVEY CONTROL
 MM0120  ___________________________________________________________________
 MM0120* NAD 83(1986)-  41 18 12.     (N)    100 50 59.     (W)     SCALED    
 MM0120* NAVD 88     -       914.669  (meters)    3000.88   (feet)  ADJUSTED  
 MM0120  ___________________________________________________________________
 MM0120  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 MM0120  DYNAMIC HT  -         914.125 (meters)    2999.09  (feet)  COMP
 MM0120  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 MM0120
 MM0120  VERT ORDER  -  FIRST     CLASS II
 MM0120
 MM0120.The horizontal coordinates were scaled from a topographic map and have
 MM0120.an estimated accuracy of +/- 6 seconds.
 MM0120
 MM0120.The orthometric height was determined by differential leveling
 MM0120.and adjusted by the National Geodetic Survey in June 1994..
 MM0120
 MM0120.The geoid height was determined by GEOID03.
 MM0120
 MM0120.The dynamic height is computed by dividing the NAVD 88
 MM0120.geopotential number by the normal gravity value computed on the
 MM0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0120.degrees latitude (g = 980.6199 gals.).
 MM0120
 MM0120.The modeled gravity was interpolated from observed gravity values.
 MM0120
 MM0120;                    North         East    Units  Estimated Accuracy
 MM0120;SPC NE       -   163,560.      428,860.      MT  (+/- 180 meters Scaled)
 MM0120
 MM0120                          SUPERSEDED SURVEY CONTROL
 MM0120
 MM0120  NAVD 88 (06/15/91)  914.665  (m)         3000.86   (f) UNKNOWN     1 2
 MM0120  NGVD 29 (??/??/92)  914.308  (m)         2999.69   (f) ADJ UNCH    1 2
 MM0120
 MM0120.Superseded values are not recommended for survey control.
 MM0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0120.See file dsdata.txt to determine how the superseded data were derived.
 MM0120
 MM0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL451740(NAD 83)
 MM0120_MARKER: DB = BENCH MARK DISK
 MM0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0120+STABILITY: SURFACE MOTION
 MM0120
 MM0120  HISTORY     - Date     Condition        Report By
 MM0120  HISTORY     - UNK      MONUMENTED       CGS
 MM0120  HISTORY     - 1933     GOOD             NGS
 MM0120
 MM0120                          STATION DESCRIPTION
 MM0120
 MM0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MM0120'13.6 MI N FROM NORTH PLATTE.
 MM0120'13.6 MILES NORTH 4 MILES NORTH AND WEST OF A SCHOOL HOUSE AND A
 MM0120'CEMETERY, 55 FT. SOUTHWEST OF SIGN F.A.P. 233D AND 233F ON HWY.
 MM0120'183 WHERE THE PRESENT BLACK TOP PAVING STARTS, 450 FT. SOUTH OF
 MM0120'CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0121 ***********************************************************************
 MM0121  DESIGNATION -  D 23 RESET
 MM0121  PID         -  MM0121
 MM0121  STATE/COUNTY-  NE/LINCOLN
 MM0121  USGS QUAD   -  GOOD HOPE CEMETERY (1972)
 MM0121
 MM0121                         *CURRENT SURVEY CONTROL
 MM0121  ___________________________________________________________________
 MM0121* NAD 83(1986)-  41 18 12.     (N)    100 50 59.     (W)     SCALED    
 MM0121* NAVD 88     -       914.294  (meters)    2999.65   (feet)  ADJUSTED  
 MM0121  ___________________________________________________________________
 MM0121  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 MM0121  DYNAMIC HT  -         913.749 (meters)    2997.86  (feet)  COMP
 MM0121  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 MM0121
 MM0121  VERT ORDER  -  FIRST     CLASS II
 MM0121
 MM0121.The horizontal coordinates were scaled from a topographic map and have
 MM0121.an estimated accuracy of +/- 6 seconds.
 MM0121
 MM0121.The orthometric height was determined by differential leveling
 MM0121.and adjusted by the National Geodetic Survey in June 1994..
 MM0121
 MM0121.The geoid height was determined by GEOID03.
 MM0121
 MM0121.The dynamic height is computed by dividing the NAVD 88
 MM0121.geopotential number by the normal gravity value computed on the
 MM0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0121.degrees latitude (g = 980.6199 gals.).
 MM0121
 MM0121.The modeled gravity was interpolated from observed gravity values.
 MM0121
 MM0121;                    North         East    Units  Estimated Accuracy
 MM0121;SPC NE       -   163,560.      428,860.      MT  (+/- 180 meters Scaled)
 MM0121
 MM0121                          SUPERSEDED SURVEY CONTROL
 MM0121
 MM0121  NGVD 29 (02/14/92)  913.933  (m)         2998.46   (f) ADJUSTED    1 2
 MM0121
 MM0121.Superseded values are not recommended for survey control.
 MM0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0121.See file dsdata.txt to determine how the superseded data were derived.
 MM0121
 MM0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL451740(NAD 83)
 MM0121_MARKER: DB = BENCH MARK DISK
 MM0121_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MM0121+WITH SETTING: INTO GROUND
 MM0121_SP_SET: METAL ROD WITH BASE PLATE
 MM0121_STAMPING: D 23 RESET 1961
 MM0121_MARK LOGO: CGS   
 MM0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0121+STABILITY: SURFACE MOTION
 MM0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0121+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0121
 MM0121  HISTORY     - Date     Condition        Report By
 MM0121  HISTORY     - 1961     MONUMENTED       NEDR
 MM0121  HISTORY     - 19910820 GOOD             NGS
 MM0121
 MM0121                          STATION DESCRIPTION
 MM0121
 MM0121'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MM0121'13 MI NW FROM NORTH PLATTE.
 MM0121'THIS MARK IS LOCATED 3.5 MILES NORTH ALONG THE 1961 ROUTE OF
 MM0121'U.S. HIGHWAY NO. 83, FROM THE INTERSECTION OF U.S. HIGHWAY NO.
 MM0121'30 WEST, AT NORTH PLATTE, THEN 9.5 MILES NORTHWEST ON THE 1961
 MM0121'ROUTE OF HIGHWAY NO. 97, 1,000 FEET SOUTH OF THE START OF A
 MM0121'CURVE, 115 FEET WEST OF THE CENTERLINE OF THE NEW HIGHWAY, 3
 MM0121'FEET EAST OF A NORTH-SOUTH FENCE, AND SET IN THE TOP OF AN 8
 MM0121'INCH CONCRETE FILLED METAL PIPE PROJECTING 6 INCHES ABOVE THE
 MM0121'GROUND.
 MM0121
 MM0121                          STATION RECOVERY (1991)
 MM0121
 MM0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0121'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0121'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0121'15.3 KM (9.50 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 0.47 KM (0.30
 MM0121'MI) SOUTH OF A PAVED FIELD ENTRANCE, 32.0 M (105.0 FT) WEST OF AND
 MM0121'LEVEL WITH THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) EAST OF A WITNESS
 MM0121'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0628 ***********************************************************************
 NM0628  DESIGNATION -  D 230
 NM0628  PID         -  NM0628
 NM0628  STATE/COUNTY-  NE/THURSTON
 NM0628  USGS QUAD   -  WAKEFIELD (1967)
 NM0628
 NM0628                         *CURRENT SURVEY CONTROL
 NM0628  ___________________________________________________________________
 NM0628* NAD 83(1986)-  42 15 36.     (N)    096 47 57.     (W)     SCALED    
 NM0628* NAVD 88     -       430.420  (meters)    1412.14   (feet)  ADJUSTED  
 NM0628  ___________________________________________________________________
 NM0628  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 NM0628  DYNAMIC HT  -         430.276 (meters)    1411.66  (feet)  COMP
 NM0628  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 NM0628
 NM0628  VERT ORDER  -  FIRST     CLASS II
 NM0628
 NM0628.The horizontal coordinates were scaled from a topographic map and have
 NM0628.an estimated accuracy of +/- 6 seconds.
 NM0628
 NM0628.The orthometric height was determined by differential leveling
 NM0628.and adjusted by the National Geodetic Survey in June 1991..
 NM0628
 NM0628.The geoid height was determined by GEOID03.
 NM0628
 NM0628.The dynamic height is computed by dividing the NAVD 88
 NM0628.geopotential number by the normal gravity value computed on the
 NM0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0628.degrees latitude (g = 980.6199 gals.).
 NM0628
 NM0628.The modeled gravity was interpolated from observed gravity values.
 NM0628
 NM0628;                    North         East    Units  Estimated Accuracy
 NM0628;SPC NE       -   274,320.      763,980.      MT  (+/- 180 meters Scaled)
 NM0628
 NM0628                          SUPERSEDED SURVEY CONTROL
 NM0628
 NM0628  NGVD 29 (??/??/92)  430.250  (m)         1411.58   (f) ADJ UNCH    1 2
 NM0628
 NM0628.Superseded values are not recommended for survey control.
 NM0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0628.See file dsdata.txt to determine how the superseded data were derived.
 NM0628
 NM0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM815809(NAD 83)
 NM0628_MARKER: DB = BENCH MARK DISK
 NM0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0628_STAMPING: D 230 1947
 NM0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0628+STABILITY: SURFACE MOTION
 NM0628
 NM0628  HISTORY     - Date     Condition        Report By
 NM0628  HISTORY     - 1947     MONUMENTED       CGS
 NM0628
 NM0628                          STATION DESCRIPTION
 NM0628
 NM0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0628'4.4 MI SE FROM WAKEFIELD.
 NM0628'4.35 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0628'AND OMAHA RAILWAY FROM THE STATION AT WAKEFIELD, 0.3 MILE SOUTH
 NM0628'OF THE THURSTON-DIXON COUNTY LINE DIRT ROAD, AT THE SOUTH END
 NM0628'OF A LONG SHALLOW CUT AND AT THE NORTH END OF A SHARP CURVE
 NM0628'IN THE TRACK, 251.0 FEET NORTHEAST OF AND ACROSS THE TRACK FROM
 NM0628'MILE POST EMR 5, 33.8 FEET EAST OF THE EAST RAIL OF THE TRACK,
 NM0628'37.7 FEET NORTHEAST OF A WHISTLE POST, 14.7 FEET WEST OF THE EAST
 NM0628'RIGHT OF WAY FENCE, 10.0 FEET SOUTH OF A GUY WIRE BRACED
 NM0628'TELEPHONE POLE, 2.0 FEET NORTH OF A REFERENCE POST, SET IN A
 NM0628'CONCRETE POST ABOUT 2 FEET ABOVE THE TRACK AND PROJECTING 0.2
 NM0628'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0361 ***********************************************************************
 MK0361  DESIGNATION -  D 231
 MK0361  PID         -  MK0361
 MK0361  STATE/COUNTY-  NE/BURT
 MK0361  USGS QUAD   -  OAKLAND (1966)
 MK0361
 MK0361                         *CURRENT SURVEY CONTROL
 MK0361  ___________________________________________________________________
 MK0361* NAD 83(1986)-  41 45 23.     (N)    096 27 49.     (W)     SCALED    
 MK0361* NAVD 88     -       426.909  (meters)    1400.62   (feet)  ADJUSTED  
 MK0361  ___________________________________________________________________
 MK0361  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 MK0361  DYNAMIC HT  -         426.752 (meters)    1400.10  (feet)  COMP
 MK0361  MODELED GRAV-     980,240.1   (mgal)                       NAVD 88
 MK0361
 MK0361  VERT ORDER  -  SECOND    CLASS 0
 MK0361
 MK0361.The horizontal coordinates were scaled from a topographic map and have
 MK0361.an estimated accuracy of +/- 6 seconds.
 MK0361
 MK0361.The orthometric height was determined by differential leveling
 MK0361.and adjusted by the National Geodetic Survey in June 1991..
 MK0361
 MK0361.The geoid height was determined by GEOID03.
 MK0361
 MK0361.The dynamic height is computed by dividing the NAVD 88
 MK0361.geopotential number by the normal gravity value computed on the
 MK0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0361.degrees latitude (g = 980.6199 gals.).
 MK0361
 MK0361.The modeled gravity was interpolated from observed gravity values.
 MK0361
 MK0361;                    North         East    Units  Estimated Accuracy
 MK0361;SPC NE       -   219,520.      793,930.      MT  (+/- 180 meters Scaled)
 MK0361
 MK0361                          SUPERSEDED SURVEY CONTROL
 MK0361
 MK0361  NGVD 29 (??/??/92)  426.775  (m)         1400.18   (f) ADJ UNCH    2 0
 MK0361
 MK0361.Superseded values are not recommended for survey control.
 MK0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0361.See file dsdata.txt to determine how the superseded data were derived.
 MK0361
 MK0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM108258(NAD 83)
 MK0361_MARKER: DB = BENCH MARK DISK
 MK0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0361_STAMPING: D 231 1947
 MK0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0361+STABILITY: SURFACE MOTION
 MK0361
 MK0361  HISTORY     - Date     Condition        Report By
 MK0361  HISTORY     - 1947     MONUMENTED       CGS
 MK0361
 MK0361                          STATION DESCRIPTION
 MK0361
 MK0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0361'3.6 MI NE FROM UEHLING.
 MK0361'1.7 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0361'FROM THE STATION AT UEHLING, THENCE 0.4 MILE EAST ALONG A
 MK0361'PRIVATE ROAD AND 1.5 MILE EAST ALONG A COUNTY DIRT ROAD, IN THE
 MK0361'NORTHWEST ANGLE OF A CROSS ROAD, 60.5 FEET NORTHWEST OF AND
 MK0361'ACROSS THE EAST-WEST ROAD FROM R E A POWER LINE POLE NO. A7 29,
 MK0361'66.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 23.0 FEET
 MK0361'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 2.3 FEET WEST OF A
 MK0361'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 MK0361'AS THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0886 ***********************************************************************
 MJ0886  DESIGNATION -  D 232
 MJ0886  PID         -  MJ0886
 MJ0886  STATE/COUNTY-  NE/SARPY
 MJ0886  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0886
 MJ0886                         *CURRENT SURVEY CONTROL
 MJ0886  ___________________________________________________________________
 MJ0886* NAD 83(1986)-  41 08 14.     (N)    095 53 49.     (W)     SCALED    
 MJ0886* NAVD 88     -       323.512  (meters)    1061.39   (feet)  ADJUSTED  
 MJ0886  ___________________________________________________________________
 MJ0886  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 MJ0886  DYNAMIC HT  -         323.380 (meters)    1060.96  (feet)  COMP
 MJ0886  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 MJ0886
 MJ0886  VERT ORDER  -  SECOND    CLASS 0
 MJ0886
 MJ0886.The horizontal coordinates were scaled from a topographic map and have
 MJ0886.an estimated accuracy of +/- 6 seconds.
 MJ0886
 MJ0886.The orthometric height was determined by differential leveling
 MJ0886.and adjusted by the National Geodetic Survey in June 1991..
 MJ0886
 MJ0886.The geoid height was determined by GEOID03.
 MJ0886
 MJ0886.The dynamic height is computed by dividing the NAVD 88
 MJ0886.geopotential number by the normal gravity value computed on the
 MJ0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0886.degrees latitude (g = 980.6199 gals.).
 MJ0886
 MJ0886.The modeled gravity was interpolated from observed gravity values.
 MJ0886
 MJ0886;                    North         East    Units  Estimated Accuracy
 MJ0886;SPC NE       -   152,940.      844,260.      MT  (+/- 180 meters Scaled)
 MJ0886
 MJ0886                          SUPERSEDED SURVEY CONTROL
 MJ0886
 MJ0886  NGVD 29 (??/??/92)  323.404  (m)         1061.03   (f) ADJ UNCH    2 0
 MJ0886
 MJ0886.Superseded values are not recommended for survey control.
 MJ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0886.See file dsdata.txt to determine how the superseded data were derived.
 MJ0886
 MJ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF568580(NAD 83)
 MJ0886_MARKER: DB = BENCH MARK DISK
 MJ0886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0886_SP_SET: WALL
 MJ0886_STAMPING: D 232 1947
 MJ0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0886
 MJ0886  HISTORY     - Date     Condition        Report By
 MJ0886  HISTORY     - 1947     MONUMENTED       CGS
 MJ0886
 MJ0886                          STATION DESCRIPTION
 MJ0886
 MJ0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0886'AT BELLEVUE.
 MJ0886'AT THE PUBLIC SCHOOL IN BELLEVUE, 60.0 FEET NORTH OF THE MAIN
 MJ0886'ENTRANCE TO THE BUILDING, 41.0 FEET SOUTH OF THE NORTHEAST
 MJ0886'CORNER OF THE BUILDING, IN THE EAST WALL OF THE BUILDING, SET
 MJ0886'VERTICALLY 3 FEET ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0523 ***********************************************************************
 MK0523  DESIGNATION -  D 233 RESET
 MK0523  PID         -  MK0523
 MK0523  STATE/COUNTY-  NE/WASHINGTON
 MK0523  USGS QUAD   -  FORT CALHOUN (1975)
 MK0523
 MK0523                         *CURRENT SURVEY CONTROL
 MK0523  ___________________________________________________________________
 MK0523* NAD 83(1986)-  41 25 57.     (N)    096 07 19.     (W)     SCALED    
 MK0523* NAVD 88     -       405.76   (meters)    1331.2    (feet)  RESET     
 MK0523  ___________________________________________________________________
 MK0523  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 MK0523
 MK0523  VERT ORDER  -  THIRD
 MK0523
 MK0523.The horizontal coordinates were scaled from a topographic map and have
 MK0523.an estimated accuracy of +/- 6 seconds.
 MK0523
 MK0523.The orthometric height was computed from unverified reset data.
 MK0523
 MK0523.The geoid height was determined by GEOID03.
 MK0523
 MK0523;                    North         East    Units  Estimated Accuracy
 MK0523;SPC NE       -   184,810.      823,920.      MT  (+/- 180 meters Scaled)
 MK0523
 MK0523                          SUPERSEDED SURVEY CONTROL
 MK0523
 MK0523  NGVD 29 (??/??/??)  405.61   (m)         1330.7    (f) RESET       3  
 MK0523
 MK0523.Superseded values are not recommended for survey control.
 MK0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0523.See file dsdata.txt to determine how the superseded data were derived.
 MK0523
 MK0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL404907(NAD 83)
 MK0523_MARKER: DB = BENCH MARK DISK
 MK0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0523_STAMPING: D 233 RESET 1958
 MK0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0523+STABILITY: SURFACE MOTION
 MK0523
 MK0523  HISTORY     - Date     Condition        Report By
 MK0523  HISTORY     - 1958     MONUMENTED       NEDR
 MK0523
 MK0523                          STATION DESCRIPTION
 MK0523
 MK0523'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 MK0523'6 MI SE FROM KENNARD.
 MK0523'ABOUT 75 YARDS SOUTHEAST ALONG A GRAVELED ROAD FROM THE CHICAGO
 MK0523'AND NORTHWESTERN RAILWAY STATION AT KENNARD, THENCE 0.1 MILE
 MK0523'NORTHEAST ALONG U.S. HIGHWAY 30, THENCE 2.9 MILES EAST ALONG
 MK0523'A GRAVELED ROAD, THENCE 3 MILES SOUTHEAST ALONG A PAVED ROAD,
 MK0523'58 FEET EAST OF THE CENTER OF THE HIGHWAY, 24 FEET SOUTH OF A
 MK0523'FENCE CORNER, 37 FEET SOUTH OF THE CENTER OF A FARM LANE GOING
 MK0523'EAST, 59 FEET NORTH OF A TELEPHONE POLE, 2 FEET WEST OF A
 MK0523'NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF A 4 X 4 MARKER POST,
 MK0523'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0655 ***********************************************************************
 MK0655  DESIGNATION -  D 234
 MK0655  PID         -  MK0655
 MK0655  STATE/COUNTY-  NE/DOUGLAS
 MK0655  USGS QUAD   -  IRVINGTON (1984)
 MK0655
 MK0655                         *CURRENT SURVEY CONTROL
 MK0655  ___________________________________________________________________
 MK0655* NAD 83(1986)-  41 17 27.     (N)    096 00 42.     (W)     SCALED    
 MK0655* NAVD 88     -       369.920  (meters)    1213.65   (feet)  ADJUSTED  
 MK0655  ___________________________________________________________________
 MK0655  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MK0655  DYNAMIC HT  -         369.758 (meters)    1213.11  (feet)  COMP
 MK0655  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 MK0655
 MK0655  VERT ORDER  -  FIRST     CLASS II
 MK0655
 MK0655.The horizontal coordinates were scaled from a topographic map and have
 MK0655.an estimated accuracy of +/- 6 seconds.
 MK0655
 MK0655.The orthometric height was determined by differential leveling
 MK0655.and adjusted by the National Geodetic Survey in June 1991..
 MK0655
 MK0655.The geoid height was determined by GEOID03.
 MK0655
 MK0655.The dynamic height is computed by dividing the NAVD 88
 MK0655.geopotential number by the normal gravity value computed on the
 MK0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0655.degrees latitude (g = 980.6199 gals.).
 MK0655
 MK0655.The modeled gravity was interpolated from observed gravity values.
 MK0655
 MK0655;                    North         East    Units  Estimated Accuracy
 MK0655;SPC NE       -   169,520.      833,850.      MT  (+/- 180 meters Scaled)
 MK0655
 MK0655                          SUPERSEDED SURVEY CONTROL
 MK0655
 MK0655  NGVD 29 (??/??/92)  369.792  (m)         1213.23   (f) ADJ UNCH    1 2
 MK0655
 MK0655.Superseded values are not recommended for survey control.
 MK0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0655.See file dsdata.txt to determine how the superseded data were derived.
 MK0655
 MK0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL502753(NAD 83)
 MK0655_MARKER: DB = BENCH MARK DISK
 MK0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0655_STAMPING: D 234 1947
 MK0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0655+STABILITY: SURFACE MOTION
 MK0655
 MK0655  HISTORY     - Date     Condition        Report By
 MK0655  HISTORY     - 1947     MONUMENTED       CGS
 MK0655
 MK0655                          STATION DESCRIPTION
 MK0655
 MK0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0655'AT OMAHA.
 MK0655'THE MARK IS LOCATED IN THE BENSON SUBURB OF OMAHA, AT THE
 MK0655'INTERSECTION OF SIXTY-FOURTH AVENUE AND MILITARY AVENUE, AT THE
 MK0655'SOUTHWEST CORNER OF ST. BERNARDS CHURCH, 34 FEET NORTH OF THE
 MK0655'NORTH CURB OF MILITARY AVENUE, 13 FEET WEST OF THE WEST END OF
 MK0655'THE WEST DOOR OF THE SOUTH SIDE OF THE CHURCH, 6 FEET NORTH OF
 MK0655'THE EXTENDED SOUTH WALL OF THE CHURCH, 2 FEET SOUTH OF A WALL
 MK0655'AND 2 FEET WEST OF A WALL, AND IN THE CORNER FORMED BY THE TWO
 MK0655'WALLS.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND
 MK0655'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0193 ***********************************************************************
 NM0193  DESIGNATION -  D 235
 NM0193  PID         -  NM0193
 NM0193  STATE/COUNTY-  NE/DAKOTA
 NM0193  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0193
 NM0193                         *CURRENT SURVEY CONTROL
 NM0193  ___________________________________________________________________
 NM0193* NAD 83(1986)-  42 24 55.     (N)    096 29 34.     (W)     SCALED    
 NM0193* NAVD 88     -       335.528  (meters)    1100.81   (feet)  ADJUSTED  
 NM0193  ___________________________________________________________________
 NM0193  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM0193  DYNAMIC HT  -         335.421 (meters)    1100.46  (feet)  COMP
 NM0193  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 NM0193
 NM0193  VERT ORDER  -  FIRST     CLASS II
 NM0193
 NM0193.The horizontal coordinates were scaled from a topographic map and have
 NM0193.an estimated accuracy of +/- 6 seconds.
 NM0193
 NM0193.The orthometric height was determined by differential leveling
 NM0193.and adjusted by the National Geodetic Survey in June 1991..
 NM0193
 NM0193.The geoid height was determined by GEOID03.
 NM0193
 NM0193.The dynamic height is computed by dividing the NAVD 88
 NM0193.geopotential number by the normal gravity value computed on the
 NM0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0193.degrees latitude (g = 980.6199 gals.).
 NM0193
 NM0193.The modeled gravity was interpolated from observed gravity values.
 NM0193
 NM0193;                    North         East    Units  Estimated Accuracy
 NM0193;SPC NE       -   292,530.      788,540.      MT  (+/- 180 meters Scaled)
 NM0193
 NM0193                          SUPERSEDED SURVEY CONTROL
 NM0193
 NM0193  NGVD 29 (??/??/92)  335.369  (m)         1100.29   (f) ADJ UNCH    1 2
 NM0193
 NM0193.Superseded values are not recommended for survey control.
 NM0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0193.See file dsdata.txt to determine how the superseded data were derived.
 NM0193
 NM0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM062989(NAD 83)
 NM0193_MARKER: DB = BENCH MARK DISK
 NM0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0193_STAMPING: D 235 1947
 NM0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0193+STABILITY: SURFACE MOTION
 NM0193
 NM0193  HISTORY     - Date     Condition        Report By
 NM0193  HISTORY     - 1947     MONUMENTED       CGS
 NM0193  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0193
 NM0193                          STATION DESCRIPTION
 NM0193
 NM0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0193'3.7 MI W FROM DAKOTA CITY.
 NM0193'TO REACH FROM THE COURT HOUSE AT DAKOTA CITY GO WEST 0.3 MILE ALONG
 NM0193'U.S. HIGHWAY NO. 77, THENCE WEST 2.9 MILES ALONG STATE HIGHWAY NO.
 NM0193'35, THENCE WEST 0.5 MILE ALONG A GRAVELED ROAD TO SITE OF MARK.
 NM0193'BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND A FARM
 NM0193'DRIVE LEADING SOUTH, 36.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 NM0193'CENTER LINE OF THE ROAD, 27.0 FEET WEST OF THE CENTER LINE OF THE
 NM0193'DRIVE, 15.7 FEET NORTH OF A POWER POLE, 8.0 FEET SOUTH OF A
 NM0193'FENCE CORNER, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT NORTH OF A
 NM0193'4 IN X 4 IN MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NM0193'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NM0193
 NM0193                          STATION RECOVERY (1966)
 NM0193
 NM0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0194 ***********************************************************************
 NM0194  DESIGNATION -  D 235 RESET
 NM0194  PID         -  NM0194
 NM0194  STATE/COUNTY-  NE/DAKOTA
 NM0194  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0194
 NM0194                         *CURRENT SURVEY CONTROL
 NM0194  ___________________________________________________________________
 NM0194* NAD 83(1986)-  42 24 55.     (N)    096 29 33.     (W)     SCALED    
 NM0194* NAVD 88     -       335.33   (meters)    1100.2    (feet)  RESET     
 NM0194  ___________________________________________________________________
 NM0194  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM0194
 NM0194  VERT ORDER  -  THIRD
 NM0194
 NM0194.The horizontal coordinates were scaled from a topographic map and have
 NM0194.an estimated accuracy of +/- 6 seconds.
 NM0194
 NM0194.The orthometric height was computed from unverified reset data.
 NM0194
 NM0194.The geoid height was determined by GEOID03.
 NM0194
 NM0194;                    North         East    Units  Estimated Accuracy
 NM0194;SPC NE       -   292,530.      788,560.      MT  (+/- 180 meters Scaled)
 NM0194
 NM0194                          SUPERSEDED SURVEY CONTROL
 NM0194
 NM0194  NGVD 29 (??/??/??)  335.17   (m)         1099.6    (f) RESET       3  
 NM0194
 NM0194.Superseded values are not recommended for survey control.
 NM0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0194.See file dsdata.txt to determine how the superseded data were derived.
 NM0194
 NM0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM063989(NAD 83)
 NM0194_MARKER: DB = BENCH MARK DISK
 NM0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0194+STABILITY: SURFACE MOTION
 NM0194
 NM0194  HISTORY     - Date     Condition        Report By
 NM0194  HISTORY     - 1959     MONUMENTED       NEDR
 NM0194  HISTORY     - 1959     GOOD             NEDR
 NM0194
 NM0194                          STATION DESCRIPTION
 NM0194
 NM0194'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM0194'3.7 MI W FROM DAKOTA CITY.
 NM0194'TO REACH FROM THE COURTHOUSE AT DAKOTA CITY GO WEST 0.3 MILE
 NM0194'ALONG U.S. HIGHWAY NO. 77, THENCE WEST 3.4 MILES ALONG STATE
 NM0194'HIGHWAY NO. 35 TO SITE OF MARK.  BENCH MARK IS 103.4 FEET SOUTH OF
 NM0194'THE CENTERLINE OF THE HIGHWAY STATION 1903+25, 26 FEET WEST OF
 NM0194'THE CENTERLINE OF A FARM DRIVEWAY, 5.5 FEET EAST OF A CONCRETE
 NM0194'RIGHT OF WAY MARKER, 32 FEET SOUTH OF A POWER POLE, 1 FOOT WEST
 NM0194'OF A STEEL POST, A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 NM0194'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM2007 ***********************************************************************
 NM2007  DESIGNATION -  D 236 RESET
 NM2007  PID         -  NM2007
 NM2007  STATE/COUNTY-  NE/DAKOTA
 NM2007  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM2007
 NM2007                         *CURRENT SURVEY CONTROL
 NM2007  ___________________________________________________________________
 NM2007* NAD 83(1986)-  42 22 45.     (N)    096 26 54.     (W)     SCALED    
 NM2007* NAVD 88     -       333.90   (meters)    1095.5    (feet)  RESET     
 NM2007  ___________________________________________________________________
 NM2007  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 NM2007
 NM2007  VERT ORDER  -  THIRD
 NM2007
 NM2007.The horizontal coordinates were scaled from a topographic map and have
 NM2007.an estimated accuracy of +/- 6 seconds.
 NM2007
 NM2007.The orthometric height was computed from unverified reset data.
 NM2007.No vertical observational check was made to the station.
 NM2007
 NM2007.The geoid height was determined by GEOID03.
 NM2007
 NM2007;                    North         East    Units  Estimated Accuracy
 NM2007;SPC NE       -   288,670.      792,360.      MT  (+/- 180 meters Scaled)
 NM2007
 NM2007                          SUPERSEDED SURVEY CONTROL
 NM2007
 NM2007  NGVD 29 (08/02/06)  333.74   (m)         1094.9    (f) RESET       3  
 NM2007
 NM2007.Superseded values are not recommended for survey control.
 NM2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2007.See file dsdata.txt to determine how the superseded data were derived.
 NM2007
 NM2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM100950(NAD 83)
 NM2007_MARKER: DV = VERTICAL CONTROL DISK
 NM2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2007_SP_SET: CONCRETE POST
 NM2007_STAMPING: D 236 RESET 1983
 NM2007_MARK LOGO: NGS   
 NM2007_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2007+STABILITY: SURFACE MOTION
 NM2007
 NM2007  HISTORY     - Date     Condition        Report By
 NM2007  HISTORY     - 1983     MONUMENTED       NGS
 NM2007
 NM2007                          STATION DESCRIPTION
 NM2007
 NM2007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NM2007'1.13 KM (0.70 MI) WEST ALONG STATE HIGHWAY 35, FROM THE POST OFFICE
 NM2007'IN DAKOTA CITY, THENCE 4.51 KM (2.80 MI) LEFT AND SOUTH ALONG US
 NM2007'HIGHWAY 77 TO A GRADED CROSSROAD AND THE MARK ON THE LEFT, 27.98 M
 NM2007'(91.80 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 9.3 M (30.5 FT)
 NM2007'SOUTH FROM THE CENTERLINE OF THE GRADED ROAD, 1.16 M (3.81 FT)
 NM2007'SOUTHWEST FROM A FENCE CORNER POST, 0.3 M (1.0 FT) NORTHWEST FROM A
 NM2007'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0516 ***********************************************************************
 NM0516  DESIGNATION -  D 237 RESET
 NM0516  PID         -  NM0516
 NM0516  STATE/COUNTY-  NE/THURSTON
 NM0516  USGS QUAD   -  WALTHILL (1966)
 NM0516
 NM0516                         *CURRENT SURVEY CONTROL
 NM0516  ___________________________________________________________________
 NM0516* NAD 83(1986)-  42 08 52.     (N)    096 28 40.     (W)     SCALED    
 NM0516* NAVD 88     -       383.76   (meters)    1259.1    (feet)  RESET     
 NM0516  ___________________________________________________________________
 NM0516  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 NM0516
 NM0516  VERT ORDER  -  THIRD
 NM0516
 NM0516.The horizontal coordinates were scaled from a topographic map and have
 NM0516.an estimated accuracy of +/- 6 seconds.
 NM0516
 NM0516.The orthometric height was computed from unverified reset data.
 NM0516
 NM0516.The geoid height was determined by GEOID03.
 NM0516
 NM0516;                    North         East    Units  Estimated Accuracy
 NM0516;SPC NE       -   262,900.      790,980.      MT  (+/- 180 meters Scaled)
 NM0516
 NM0516                          SUPERSEDED SURVEY CONTROL
 NM0516
 NM0516.No superseded survey control is available for this station.
 NM0516
 NM0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM084692(NAD 83)
 NM0516_MARKER: DB = BENCH MARK DISK
 NM0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0516_STAMPING: D 237 1947 RESET 1948
 NM0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0516+STABILITY: SURFACE MOTION
 NM0516
 NM0516  HISTORY     - Date     Condition        Report By
 NM0516  HISTORY     - 1947     MONUMENTED       DOD
 NM0516  HISTORY     - 1948     GOOD             NGS
 NM0516
 NM0516                          STATION DESCRIPTION
 NM0516
 NM0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NM0516'0.4 MI E FROM WALTHILL.
 NM0516'0.4 MILE EAST ALONG STATE HIGHWAY NO. 94 FROM THE BURLINGTON
 NM0516'RAILROAD STATION AT WALTHILL, AT THE INTERSECTION OF STATE
 NM0516'HIGHWAY NO. 94 AND U.S. HIGHWAY NO. 77, 176.0 FEET WEST OF
 NM0516'THE CENTER LINE OF HIGHWAY NO. 77, 75.5 FEET NORTH OF AND ABOUT
 NM0516'LEVEL WITH THE CENTER LINE OF HIGHWAY NO. 94, 50.3 FEET NORTHEAST
 NM0516'OF A FENCE CORNER, 71.3 FEET NORTHWEST OF A TELEPHONE POLE,
 NM0516'1.0 FOOT SOUTHEAST OF A FENCE, 1.0 FOOT SOUTHWEST OF A 4 IN
 NM0516'X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0516'WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.  NOTE-- THE NEW
 NM0516'ELEVATION IS 0.040 FOOT LOWER THAN THE ORIGINAL ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0517 ***********************************************************************
 NM0517  DESIGNATION -  D 237 RESET
 NM0517  PID         -  NM0517
 NM0517  STATE/COUNTY-  NE/THURSTON
 NM0517  USGS QUAD   -  WALTHILL (1966)
 NM0517
 NM0517                         *CURRENT SURVEY CONTROL
 NM0517  ___________________________________________________________________
 NM0517* NAD 83(1986)-  42 08 51.     (N)    096 28 36.     (W)     SCALED    
 NM0517* NAVD 88     -       383.76   (+/-2cm)    1259.1    (feet)  VERTCON   
 NM0517  ___________________________________________________________________
 NM0517  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 NM0517
 NM0517  VERT ORDER  -  THIRD (See Below)
 NM0517
 NM0517.The horizontal coordinates were scaled from a topographic map and have
 NM0517.an estimated accuracy of +/- 6 seconds.
 NM0517
 NM0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM0517.The vertical order pertains to the NGVD 29 superseded value.
 NM0517
 NM0517.The geoid height was determined by GEOID03.
 NM0517
 NM0517;                    North         East    Units  Estimated Accuracy
 NM0517;SPC NE       -   262,870.      791,070.      MT  (+/- 180 meters Scaled)
 NM0517
 NM0517                          SUPERSEDED SURVEY CONTROL
 NM0517
 NM0517  NGVD 29 (??/??/??)  383.60   (m)         1258.5    (f) RESET       3  
 NM0517
 NM0517.Superseded values are not recommended for survey control.
 NM0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0517.See file dsdata.txt to determine how the superseded data were derived.
 NM0517
 NM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM085692(NAD 83)
 NM0517_MARKER: DB = BENCH MARK DISK
 NM0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0517_STAMPING: D 237 RESET 1967
 NM0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0517+STABILITY: SURFACE MOTION
 NM0517
 NM0517  HISTORY     - Date     Condition        Report By
 NM0517  HISTORY     - 1967     MONUMENTED       LOCENG
 NM0517
 NM0517                          STATION DESCRIPTION
 NM0517
 NM0517'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0517'0.4 MI E FROM WALTHILL.
 NM0517'0.4 MILE EAST ALONG STATE HIGHWAY 94, THENCE 120 FEET SOUTH
 NM0517'ALONG U.S. HIGHWAY 77, 241 FEET WEST AND ABOUT 2.5 FEET LOWER
 NM0517'THAN HIGHWAY 77, 127 FEET SOUTH OF THE CENTER LINE OF THE
 NM0517'STATE HIGHWAY 94, 151 FEET NORTHWEST OF A GAS LINE RISER, 73
 NM0517'FEET SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER, SET IN THE
 NM0517'TOP OF A SQUARE CONCRETE POST WITH AN 8 INCH SQUARE TOP
 NM0517'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0711 ***********************************************************************
 NM0711  DESIGNATION -  D 238
 NM0711  PID         -  NM0711
 NM0711  STATE/COUNTY-  NE/THURSTON
 NM0711  USGS QUAD   -  EMERSON SE (1967)
 NM0711
 NM0711                         *CURRENT SURVEY CONTROL
 NM0711  ___________________________________________________________________
 NM0711* NAD 83(1986)-  42 15 50.     (N)    096 36 33.     (W)     SCALED    
 NM0711* NAVD 88     -       436.874  (meters)    1433.31   (feet)  ADJUSTED  
 NM0711  ___________________________________________________________________
 NM0711  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 NM0711  DYNAMIC HT  -         436.724 (meters)    1432.82  (feet)  COMP
 NM0711  MODELED GRAV-     980,263.8   (mgal)                       NAVD 88
 NM0711
 NM0711  VERT ORDER  -  SECOND    CLASS 0
 NM0711
 NM0711.The horizontal coordinates were scaled from a topographic map and have
 NM0711.an estimated accuracy of +/- 6 seconds.
 NM0711
 NM0711.The orthometric height was determined by differential leveling
 NM0711.and adjusted by the National Geodetic Survey in June 1991..
 NM0711
 NM0711.The geoid height was determined by GEOID03.
 NM0711
 NM0711.The dynamic height is computed by dividing the NAVD 88
 NM0711.geopotential number by the normal gravity value computed on the
 NM0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0711.degrees latitude (g = 980.6199 gals.).
 NM0711
 NM0711.The modeled gravity was interpolated from observed gravity values.
 NM0711
 NM0711;                    North         East    Units  Estimated Accuracy
 NM0711;SPC NE       -   275,350.      779,630.      MT  (+/- 180 meters Scaled)
 NM0711
 NM0711                          SUPERSEDED SURVEY CONTROL
 NM0711
 NM0711  NGVD 29 (??/??/92)  436.706  (m)         1432.76   (f) ADJ UNCH    2 0
 NM0711
 NM0711.Superseded values are not recommended for survey control.
 NM0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0711.See file dsdata.txt to determine how the superseded data were derived.
 NM0711
 NM0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM971818(NAD 83)
 NM0711_MARKER: DB = BENCH MARK DISK
 NM0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0711_STAMPING: D 238 1947
 NM0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0711+STABILITY: SURFACE MOTION
 NM0711
 NM0711  HISTORY     - Date     Condition        Report By
 NM0711  HISTORY     - 1947     MONUMENTED       CGS
 NM0711  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0711
 NM0711                          STATION DESCRIPTION
 NM0711
 NM0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0711'7 MI E FROM EMERSON.
 NM0711'0.9 MILE SOUTH ALONG STATE HIGHWAY NO. 9 FROM THE RAILROAD
 NM0711'STATION AT EMERSON TO A DIRT CROSS ROAD, THENCE EAST 6.1 MILES
 NM0711'TO THE FOOT OF A SMALL HILL, 96.0 FEET NORTHWEST OF A POWER
 NM0711'POLE, 29.4 FEET WEST OF A FENCE CORNER POST, 17.2 FEET NORTH
 NM0711'OF THE CENTER OF THE ROAD, 2.0 FEET SOUTH OF A BARBED WIRE
 NM0711'FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET IN
 NM0711'THE TOP OF A CONCRETE POST.
 NM0711
 NM0711                          STATION RECOVERY (1965)
 NM0711
 NM0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0724 ***********************************************************************
 NM0724  DESIGNATION -  D 239
 NM0724  PID         -  NM0724
 NM0724  STATE/COUNTY-  NE/THURSTON
 NM0724  USGS QUAD   -  THURSTON (1966)
 NM0724
 NM0724                         *CURRENT SURVEY CONTROL
 NM0724  ___________________________________________________________________
 NM0724* NAD 83(1986)-  42 09 46.     (N)    096 37 43.     (W)     SCALED    
 NM0724* NAVD 88     -       446.750  (meters)    1465.71   (feet)  ADJUSTED  
 NM0724  ___________________________________________________________________
 NM0724  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 NM0724  DYNAMIC HT  -         446.593 (meters)    1465.20  (feet)  COMP
 NM0724  MODELED GRAV-     980,257.0   (mgal)                       NAVD 88
 NM0724
 NM0724  VERT ORDER  -  SECOND    CLASS 0
 NM0724
 NM0724.The horizontal coordinates were scaled from a topographic map and have
 NM0724.an estimated accuracy of +/- 6 seconds.
 NM0724
 NM0724.The orthometric height was determined by differential leveling
 NM0724.and adjusted by the National Geodetic Survey in June 1991..
 NM0724
 NM0724.The geoid height was determined by GEOID03.
 NM0724
 NM0724.The dynamic height is computed by dividing the NAVD 88
 NM0724.geopotential number by the normal gravity value computed on the
 NM0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0724.degrees latitude (g = 980.6199 gals.).
 NM0724
 NM0724.The modeled gravity was interpolated from observed gravity values.
 NM0724
 NM0724;                    North         East    Units  Estimated Accuracy
 NM0724;SPC NE       -   264,060.      778,460.      MT  (+/- 180 meters Scaled)
 NM0724
 NM0724                          SUPERSEDED SURVEY CONTROL
 NM0724
 NM0724  NGVD 29 (??/??/92)  446.592  (m)         1465.19   (f) ADJ UNCH    2 0
 NM0724
 NM0724.Superseded values are not recommended for survey control.
 NM0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0724.See file dsdata.txt to determine how the superseded data were derived.
 NM0724
 NM0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM958705(NAD 83)
 NM0724_MARKER: DB = BENCH MARK DISK
 NM0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0724_STAMPING: D 239 1947
 NM0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0724+STABILITY: SURFACE MOTION
 NM0724
 NM0724  HISTORY     - Date     Condition        Report By
 NM0724  HISTORY     - 1947     MONUMENTED       CGS
 NM0724  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0724
 NM0724                          STATION DESCRIPTION
 NM0724
 NM0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0724'5 MI SE FROM THURSTON.
 NM0724'0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE WATER TOWER AT THURSTON,
 NM0724'THENCE SOUTH 1.0 MILE TO A DIRT CROSS ROAD, THENCE EAST 4.0
 NM0724'MILES TO A DIRT CROSS ROAD, 53.2 FEET NORTHWEST OF THE
 NM0724'CENTER OF THE INTERSECTION, 37.8 FEET WEST OF THE NORTH-SOUTH
 NM0724'ROAD, 36.4 FEET NORTH OF THE EAST-WEST ROAD, 9.7 FEET WEST OF
 NM0724'A POWER POLE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET
 NM0724'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NM0724'GROUND.
 NM0724
 NM0724                          STATION RECOVERY (1966)
 NM0724
 NM0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0443 ***********************************************************************
 NM0443  DESIGNATION -  D 240
 NM0443  PID         -  NM0443
 NM0443  STATE/COUNTY-  NE/THURSTON
 NM0443  USGS QUAD   -  ALBATON (1969)
 NM0443
 NM0443                         *CURRENT SURVEY CONTROL
 NM0443  ___________________________________________________________________
 NM0443* NAD 83(1986)-  42 10 09.     (N)    096 21 22.     (W)     SCALED    
 NM0443* NAVD 88     -       407.933  (meters)    1338.36   (feet)  ADJUSTED  
 NM0443  ___________________________________________________________________
 NM0443  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 NM0443  DYNAMIC HT  -         407.795 (meters)    1337.91  (feet)  COMP
 NM0443  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 NM0443
 NM0443  VERT ORDER  -  SECOND    CLASS 0
 NM0443
 NM0443.The horizontal coordinates were scaled from a topographic map and have
 NM0443.an estimated accuracy of +/- 6 seconds.
 NM0443
 NM0443.The orthometric height was determined by differential leveling
 NM0443.and adjusted by the National Geodetic Survey in June 1991..
 NM0443
 NM0443.The geoid height was determined by GEOID03.
 NM0443
 NM0443.The dynamic height is computed by dividing the NAVD 88
 NM0443.geopotential number by the normal gravity value computed on the
 NM0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0443.degrees latitude (g = 980.6199 gals.).
 NM0443
 NM0443.The modeled gravity was interpolated from observed gravity values.
 NM0443
 NM0443;                    North         East    Units  Estimated Accuracy
 NM0443;SPC NE       -   265,690.      800,930.      MT  (+/- 180 meters Scaled)
 NM0443
 NM0443                          SUPERSEDED SURVEY CONTROL
 NM0443
 NM0443  NGVD 29 (??/??/92)  407.784  (m)         1337.87   (f) ADJ UNCH    2 0
 NM0443
 NM0443.Superseded values are not recommended for survey control.
 NM0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0443.See file dsdata.txt to determine how the superseded data were derived.
 NM0443
 NM0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM183719(NAD 83)
 NM0443_MARKER: DB = BENCH MARK DISK
 NM0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0443_STAMPING: D 240 1947
 NM0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0443+STABILITY: SURFACE MOTION
 NM0443
 NM0443  HISTORY     - Date     Condition        Report By
 NM0443  HISTORY     - 1947     MONUMENTED       CGS
 NM0443
 NM0443                          STATION DESCRIPTION
 NM0443
 NM0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0443'9.8 MI NE FROM WALTHILL.
 NM0443'8.2 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0443'AT WALTHILL, THENCE NORTH 1.6 MILES ALONG A DIRT ROAD, 0.9 MILE
 NM0443'SOUTH OF BENCH MARK C 240, NEAR THE TOP OF A HILL MARKED BY A
 NM0443'CLEARING ON BOTH SIDES OF THE ROAD, 22.2 FEET WEST OF THE
 NM0443'CENTER OF THE ROAD, 9.9 FEET SOUTH OF AN OAK TREE 2.0 FEET IN
 NM0443'DIAMETER AND BLAZED ON THE EAST SIDE, 2.0 FEET NORTH OF A 4 IN X
 NM0443'4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0443'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0337 ***********************************************************************
 MK0337  DESIGNATION -  D 241
 MK0337  PID         -  MK0337
 MK0337  STATE/COUNTY-  NE/BURT
 MK0337  USGS QUAD   -  TEKAMAH (1983)
 MK0337
 MK0337                         *CURRENT SURVEY CONTROL
 MK0337  ___________________________________________________________________
 MK0337* NAD 83(1986)-  41 46 39.     (N)    096 11 15.     (W)     SCALED    
 MK0337* NAVD 88     -       313.898  (meters)    1029.85   (feet)  ADJUSTED  
 MK0337  ___________________________________________________________________
 MK0337  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 MK0337  DYNAMIC HT  -         313.775 (meters)    1029.44  (feet)  COMP
 MK0337  MODELED GRAV-     980,222.4   (mgal)                       NAVD 88
 MK0337
 MK0337  VERT ORDER  -  SECOND    CLASS 0
 MK0337
 MK0337.The horizontal coordinates were scaled from a topographic map and have
 MK0337.an estimated accuracy of +/- 6 seconds.
 MK0337
 MK0337.The orthometric height was determined by differential leveling
 MK0337.and adjusted by the National Geodetic Survey in June 1991..
 MK0337
 MK0337.The geoid height was determined by GEOID03.
 MK0337
 MK0337.The dynamic height is computed by dividing the NAVD 88
 MK0337.geopotential number by the normal gravity value computed on the
 MK0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0337.degrees latitude (g = 980.6199 gals.).
 MK0337
 MK0337.The modeled gravity was interpolated from observed gravity values.
 MK0337
 MK0337;                    North         East    Units  Estimated Accuracy
 MK0337;SPC NE       -   222,840.      816,760.      MT  (+/- 180 meters Scaled)
 MK0337
 MK0337                          SUPERSEDED SURVEY CONTROL
 MK0337
 MK0337  NGVD 29 (??/??/92)  313.760  (m)         1029.39   (f) ADJ UNCH    2 0
 MK0337
 MK0337.Superseded values are not recommended for survey control.
 MK0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0337.See file dsdata.txt to determine how the superseded data were derived.
 MK0337
 MK0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM337288(NAD 83)
 MK0337_MARKER: DB = BENCH MARK DISK
 MK0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0337_SP_SET: BRIDGE ABUTMENT
 MK0337_STAMPING: D 241 1947
 MK0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0337
 MK0337  HISTORY     - Date     Condition        Report By
 MK0337  HISTORY     - 1947     MONUMENTED       CGS
 MK0337  HISTORY     - 1947     GOOD             LOCSUR
 MK0337
 MK0337                          STATION DESCRIPTION
 MK0337
 MK0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0337'1.7 MI E FROM TEKAMAH.
 MK0337'1.7 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0337'TEKAMAH, AT THE EAST END OF A STEEL BRIDGE OVER A DRAINAGE
 MK0337'DITCH, 11.2 FEET NORTH OF THE CENTER OF THE ROAD, 3.0 FEET
 MK0337'NORTH OF THE NORTH EDGE OF THE STEEL GIRDER, SET IN TOP OF
 MK0337'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE BRIDGE,
 MK0337'ABOUT 0.5 FOOT BELOW THE BRIDGE FLOOR.
 MK0337
 MK0337                          STATION RECOVERY (1947)
 MK0337
 MK0337'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947
 MK0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0290 ***********************************************************************
 MK0290  DESIGNATION -  D 242
 MK0290  PID         -  MK0290
 MK0290  STATE/COUNTY-  NE/BURT
 MK0290  USGS QUAD   -  TEKAMAH NW (1970)
 MK0290
 MK0290                         *CURRENT SURVEY CONTROL
 MK0290  ___________________________________________________________________
 MK0290* NAD 83(1986)-  41 59 21.     (N)    096 14 47.     (W)     SCALED    
 MK0290* NAVD 88     -       323.853  (meters)    1062.51   (feet)  ADJUSTED  
 MK0290  ___________________________________________________________________
 MK0290  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 MK0290  DYNAMIC HT  -         323.738 (meters)    1062.13  (feet)  COMP
 MK0290  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 MK0290
 MK0290  VERT ORDER  -  SECOND    CLASS 0
 MK0290
 MK0290.The horizontal coordinates were scaled from a topographic map and have
 MK0290.an estimated accuracy of +/- 6 seconds.
 MK0290
 MK0290.The orthometric height was determined by differential leveling
 MK0290.and adjusted by the National Geodetic Survey in June 1991..
 MK0290
 MK0290.The geoid height was determined by GEOID03.
 MK0290
 MK0290.The dynamic height is computed by dividing the NAVD 88
 MK0290.geopotential number by the normal gravity value computed on the
 MK0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0290.degrees latitude (g = 980.6199 gals.).
 MK0290
 MK0290.The modeled gravity was interpolated from observed gravity values.
 MK0290
 MK0290;                    North         East    Units  Estimated Accuracy
 MK0290;SPC NE       -   246,100.      810,850.      MT  (+/- 180 meters Scaled)
 MK0290
 MK0290                          SUPERSEDED SURVEY CONTROL
 MK0290
 MK0290  NGVD 29 (??/??/92)  323.709  (m)         1062.04   (f) ADJ UNCH    2 0
 MK0290
 MK0290.Superseded values are not recommended for survey control.
 MK0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0290.See file dsdata.txt to determine how the superseded data were derived.
 MK0290
 MK0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM280522(NAD 83)
 MK0290_MARKER: DB = BENCH MARK DISK
 MK0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0290_STAMPING: D 242 1947
 MK0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0290+STABILITY: SURFACE MOTION
 MK0290
 MK0290  HISTORY     - Date     Condition        Report By
 MK0290  HISTORY     - 1947     MONUMENTED       CGS
 MK0290  HISTORY     - 1974     GOOD             LOCSUR
 MK0290
 MK0290                          STATION DESCRIPTION
 MK0290
 MK0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0290'1.3 MI S FROM DECATUR.
 MK0290'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0290'AT DECATUR, AT THE JUNCTION OF STATE HIGHWAY NO. 118 LEADING
 MK0290'WEST AND A GRAVEL ROAD LEADING EAST, 41.0 FEET EAST OF THE CENTER
 MK0290'OF U.S. HIGHWAY NO. 73E, 35.0 FEET NORTH OF THE CENTER OF THE
 MK0290'GRAVEL ROAD LEADING EAST, 7.0 FEET NORTH OF A TELEPHONE POLE,
 MK0290'6.3 FEET NORTHEAST OF A POWER LINE POLE, 3.5 FEET NORTHEAST OF
 MK0290'A FENCE CORNER POST, 1.5 FOOT SOUTH OF A REFERENCE POST, SET IN
 MK0290'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 MK0290'PROJECTING 0.2 FOOT.
 MK0290
 MK0290                          STATION RECOVERY (1974)
 MK0290
 MK0290'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2191 ***********************************************************************
 MK2191  DESIGNATION -  D 242 RESET
 MK2191  PID         -  MK2191
 MK2191  STATE/COUNTY-  NE/BURT
 MK2191  USGS QUAD   -  TEKAMAH NW (1970)
 MK2191
 MK2191                         *CURRENT SURVEY CONTROL
 MK2191  ___________________________________________________________________
 MK2191* NAD 83(1986)-  41 59 21.     (N)    096 14 47.     (W)     SCALED    
 MK2191* NAVD 88     -       324.42   (meters)    1064.4    (feet)  RESET     
 MK2191  ___________________________________________________________________
 MK2191  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 MK2191
 MK2191  VERT ORDER  -  THIRD
 MK2191
 MK2191.The horizontal coordinates were scaled from a topographic map and have
 MK2191.an estimated accuracy of +/- 6 seconds.
 MK2191
 MK2191.The orthometric height was computed from unverified reset data.
 MK2191.No vertical observational check was made to the station.
 MK2191
 MK2191.The geoid height was determined by GEOID03.
 MK2191
 MK2191;                    North         East    Units  Estimated Accuracy
 MK2191;SPC NE       -   246,100.      810,850.      MT  (+/- 180 meters Scaled)
 MK2191
 MK2191                          SUPERSEDED SURVEY CONTROL
 MK2191
 MK2191  NGVD 29 (08/02/06)  324.27   (m)         1063.9    (f) RESET       3  
 MK2191
 MK2191.Superseded values are not recommended for survey control.
 MK2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2191.See file dsdata.txt to determine how the superseded data were derived.
 MK2191
 MK2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM280522(NAD 83)
 MK2191_MARKER: DV = VERTICAL CONTROL DISK
 MK2191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK2191_SP_SET: METAL PIPE IN CONCRETE
 MK2191_STAMPING: D 242 RESET 1986
 MK2191_MARK LOGO: NGS   
 MK2191_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2191+STABILITY: SURFACE MOTION
 MK2191
 MK2191  HISTORY     - Date     Condition        Report By
 MK2191  HISTORY     - 1986     MONUMENTED       NGS
 MK2191
 MK2191                          STATION DESCRIPTION
 MK2191
 MK2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MK2191'FROM THE POST OFFICE IN DECATUR GO SOUTH 0.45 MILE (0.72 KM) ON
 MK2191'BROADWAY STREET TO HIGHWAY 75, TURN LEFT ON HIGHWAY 75 FOR 0.80 MILES
 MK2191'(1.29 KM) TO COUNTY ROAD INTERSECTION, TURN RIGHT (WEST) ON COUNTY
 MK2191'ROAD 0.05 MILE, MARK IS 40.0 FEET (12.2 M) SOUTH OF CENTERLINE OF
 MK2191'COUNTY ROAD, NO WITNESS POST WAS SET DUE TO FARMER WANTING TO MOW
 MK2191'AROUND BUILDING, MARK IS 1.4 FOOT (0.4 M) LOWER IN ELEVATION OF
 MK2191'CENTERLINE OF COUNTY ROAD.  NOTE--DEPTH OF PIPE UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0375 ***********************************************************************
 MK0375  DESIGNATION -  D 245
 MK0375  PID         -  MK0375
 MK0375  STATE/COUNTY-  NE/BURT
 MK0375  USGS QUAD   -  HERMAN (1970)
 MK0375
 MK0375                         *CURRENT SURVEY CONTROL
 MK0375  ___________________________________________________________________
 MK0375* NAD 83(1986)-  41 41 23.     (N)    096 14 39.     (W)     SCALED    
 MK0375* NAVD 88     -       332.209  (meters)    1089.92   (feet)  ADJUSTED  
 MK0375  ___________________________________________________________________
 MK0375  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 MK0375  DYNAMIC HT  -         332.074 (meters)    1089.48  (feet)  COMP
 MK0375  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 MK0375
 MK0375  VERT ORDER  -  SECOND    CLASS 0
 MK0375
 MK0375.The horizontal coordinates were scaled from a topographic map and have
 MK0375.an estimated accuracy of +/- 6 seconds.
 MK0375
 MK0375.The orthometric height was determined by differential leveling
 MK0375.and adjusted by the National Geodetic Survey in June 1991..
 MK0375
 MK0375.The geoid height was determined by GEOID03.
 MK0375
 MK0375.The dynamic height is computed by dividing the NAVD 88
 MK0375.geopotential number by the normal gravity value computed on the
 MK0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0375.degrees latitude (g = 980.6199 gals.).
 MK0375
 MK0375.The modeled gravity was interpolated from observed gravity values.
 MK0375
 MK0375;                    North         East    Units  Estimated Accuracy
 MK0375;SPC NE       -   212,900.      812,480.      MT  (+/- 180 meters Scaled)
 MK0375
 MK0375                          SUPERSEDED SURVEY CONTROL
 MK0375
 MK0375  NGVD 29 (??/??/92)  332.069  (m)         1089.46   (f) ADJ UNCH    2 0
 MK0375
 MK0375.Superseded values are not recommended for survey control.
 MK0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0375.See file dsdata.txt to determine how the superseded data were derived.
 MK0375
 MK0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM293189(NAD 83)
 MK0375_MARKER: DB = BENCH MARK DISK
 MK0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0375_STAMPING: D 245 1947
 MK0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0375+STABILITY: SURFACE MOTION
 MK0375
 MK0375  HISTORY     - Date     Condition        Report By
 MK0375  HISTORY     - 1947     MONUMENTED       CGS
 MK0375
 MK0375                          STATION DESCRIPTION
 MK0375
 MK0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0375'2.2 MI NW FROM HERMAN.
 MK0375'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE AT
 MK0375'HERMAN, THENCE 0.85 MILE WEST ALONG STATE HIGHWAY NO. 31 AND
 MK0375'1.15 MILE NORTHWEST ALONG A GRAVEL ROAD, 266.0 FEET SOUTH OF
 MK0375'THE CENTER OF AN EAST-WEST CROSS ROAD, 139.0 FEET NORTH OF THE
 MK0375'CENTER OF A PRIVATE DRIVE-WAY LEADING WEST TO A FARM HOUSE,
 MK0375'64.0 FEET NORTHWEST OF AND ACROSS THE ROAD FROM TELEPHONE POLE
 MK0375'NO. 8, 36.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 MK0375'19.0 FEET NORTH OF A TELEPHONE POLE, 2.0 FEET SOUTH OF A REFERENCE
 MK0375'POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 MK0375'ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0461 ***********************************************************************
 MK0461  DESIGNATION -  D 246
 MK0461  PID         -  MK0461
 MK0461  STATE/COUNTY-  NE/BURT
 MK0461  USGS QUAD   -  TEKAMAH NW (1970)
 MK0461
 MK0461                         *CURRENT SURVEY CONTROL
 MK0461  ___________________________________________________________________
 MK0461* NAD 83(1986)-  41 59 50.     (N)    096 14 55.     (W)     SCALED    
 MK0461* NAVD 88     -       324.858  (meters)    1065.81   (feet)  ADJUSTED  
 MK0461  ___________________________________________________________________
 MK0461  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 MK0461  DYNAMIC HT  -         324.742 (meters)    1065.42  (feet)  COMP
 MK0461  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 MK0461
 MK0461  VERT ORDER  -  SECOND    CLASS 0
 MK0461
 MK0461.The horizontal coordinates were scaled from a topographic map and have
 MK0461.an estimated accuracy of +/- 6 seconds.
 MK0461
 MK0461.The orthometric height was determined by differential leveling
 MK0461.and adjusted by the National Geodetic Survey in June 1991..
 MK0461
 MK0461.The geoid height was determined by GEOID03.
 MK0461
 MK0461.The dynamic height is computed by dividing the NAVD 88
 MK0461.geopotential number by the normal gravity value computed on the
 MK0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0461.degrees latitude (g = 980.6199 gals.).
 MK0461
 MK0461.The modeled gravity was interpolated from observed gravity values.
 MK0461
 MK0461;                    North         East    Units  Estimated Accuracy
 MK0461;SPC NE       -   246,990.      810,630.      MT  (+/- 180 meters Scaled)
 MK0461
 MK0461                          SUPERSEDED SURVEY CONTROL
 MK0461
 MK0461  NGVD 29 (??/??/92)  324.714  (m)         1065.33   (f) ADJ UNCH    2 0
 MK0461
 MK0461.Superseded values are not recommended for survey control.
 MK0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0461.See file dsdata.txt to determine how the superseded data were derived.
 MK0461
 MK0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM278531(NAD 83)
 MK0461_MARKER: DB = BENCH MARK DISK
 MK0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0461_STAMPING: D 246 1947
 MK0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0461+STABILITY: SURFACE MOTION
 MK0461
 MK0461  HISTORY     - Date     Condition        Report By
 MK0461  HISTORY     - 1947     MONUMENTED       CGS
 MK0461
 MK0461                          STATION DESCRIPTION
 MK0461
 MK0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0461'1 MI S FROM DECATUR.
 MK0461'1.0 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE AT
 MK0461'DECATUR, AT THE EAGLETON AIR FIELD, 0.1 MILE WEST OF THE HIGHWAY,
 MK0461'21.7 FEET SOUTH OF THE WEST ENTRANCE DOOR OF THE OFFICE, 4.0
 MK0461'FEET NORTHWEST OF THE SOUTHWEST CORNER OF AND 3.3 FEET WEST OF THE
 MK0461'WEST WALL OF THE MAIN HANGAR, 1.5 FOOT NORTH OF A REFERENCE POST,
 MK0461'0.7 FOOT WEST OF THE WEST EDGE OF THE CONCRETE WALK, SET IN A
 MK0461'CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0425 ***********************************************************************
 MK0425  DESIGNATION -  D 247 RESET
 MK0425  PID         -  MK0425
 MK0425  STATE/COUNTY-  NE/WASHINGTON
 MK0425  USGS QUAD   -  ORUM (1969)
 MK0425
 MK0425                         *CURRENT SURVEY CONTROL
 MK0425  ___________________________________________________________________
 MK0425* NAD 83(1986)-  41 32 18.     (N)    096 16 48.     (W)     SCALED    
 MK0425* NAVD 88     -       403.93   (meters)    1325.2    (feet)  RESET     
 MK0425  ___________________________________________________________________
 MK0425  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MK0425
 MK0425  VERT ORDER  -  THIRD
 MK0425
 MK0425.The horizontal coordinates were scaled from a topographic map and have
 MK0425.an estimated accuracy of +/- 6 seconds.
 MK0425
 MK0425.The orthometric height was computed from unverified reset data.
 MK0425
 MK0425.The geoid height was determined by GEOID03.
 MK0425
 MK0425;                    North         East    Units  Estimated Accuracy
 MK0425;SPC NE       -   195,970.      810,220.      MT  (+/- 180 meters Scaled)
 MK0425
 MK0425                          SUPERSEDED SURVEY CONTROL
 MK0425
 MK0425  NGVD 29 (??/??/??)  403.78   (m)         1324.7    (f) RESET       3  
 MK0425
 MK0425.Superseded values are not recommended for survey control.
 MK0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0425.See file dsdata.txt to determine how the superseded data were derived.
 MK0425
 MK0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM268020(NAD 83)
 MK0425_MARKER: DB = BENCH MARK DISK
 MK0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0425_STAMPING: D 247 RESET 1955
 MK0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0425+STABILITY: SURFACE MOTION
 MK0425
 MK0425  HISTORY     - Date     Condition        Report By
 MK0425  HISTORY     - 1955     MONUMENTED       NEDR
 MK0425
 MK0425                          STATION DESCRIPTION
 MK0425
 MK0425'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1955
 MK0425'0.9 MI SW FROM ORUM.
 MK0425'0.5 MILE SOUTH AND 0.4 MILE WEST ALONG STATE HIGHWAY 91 FROM THE
 MK0425'SCHOOL AT ORUM, WASHINGTON COUNTY, 0.05 MILE EAST OF THE JUNCTION
 MK0425'OF A ROAD LEADING SOUTH, 101 FEET EAST OF THE CENTERLINE OF A
 MK0425'PRIVATE DRIVEWAY LEADING NORTH TO A FARMYARD, 40 FEET WEST OF THE
 MK0425'CENTERLINE OF A DRIVEWAY LEADING TO A GARAGE ATTACHED TO A
 MK0425'FARMHOUSE, 21.0 FEET EAST OF A POWER POLE, 49.5 FEET NORTH OF THE
 MK0425'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 247 RESET
 MK0425'1955 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MK0425'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0517 ***********************************************************************
 MK0517  DESIGNATION -  D 248 RESET
 MK0517  PID         -  MK0517
 MK0517  STATE/COUNTY-  NE/WASHINGTON
 MK0517  USGS QUAD   -  KENNARD (1968)
 MK0517
 MK0517                         *CURRENT SURVEY CONTROL
 MK0517  ___________________________________________________________________
 MK0517* NAD 83(1986)-  41 27 33.     (N)    096 08 14.     (W)     SCALED    
 MK0517* NAVD 88     -       406.58   (meters)    1333.9    (feet)  RESET     
 MK0517  ___________________________________________________________________
 MK0517  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 MK0517
 MK0517  VERT ORDER  -  THIRD
 MK0517
 MK0517.The horizontal coordinates were scaled from a topographic map and have
 MK0517.an estimated accuracy of +/- 6 seconds.
 MK0517
 MK0517.The orthometric height was computed from unverified reset data.
 MK0517
 MK0517.The geoid height was determined by GEOID03.
 MK0517
 MK0517;                    North         East    Units  Estimated Accuracy
 MK0517;SPC NE       -   187,710.      822,510.      MT  (+/- 180 meters Scaled)
 MK0517
 MK0517                          SUPERSEDED SURVEY CONTROL
 MK0517
 MK0517  NGVD 29 (??/??/??)  406.43   (m)         1333.4    (f) RESET       3  
 MK0517
 MK0517.Superseded values are not recommended for survey control.
 MK0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0517.See file dsdata.txt to determine how the superseded data were derived.
 MK0517
 MK0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL390936(NAD 83)
 MK0517_MARKER: DB = BENCH MARK DISK
 MK0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0517_STAMPING: D 248 RESET 1958
 MK0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0517+STABILITY: SURFACE MOTION
 MK0517
 MK0517  HISTORY     - Date     Condition        Report By
 MK0517  HISTORY     - 1958     MONUMENTED       NEDR
 MK0517
 MK0517                          STATION DESCRIPTION
 MK0517
 MK0517'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 MK0517'4 MI E FROM KENNARD.
 MK0517'0.1 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE RAILROAD
 MK0517'STATION AT KENNARD, THENCE EAST 2.9 MILES ALONG A GRAVEL ROAD,
 MK0517'THENCE SOUTH 1.0 MILE ALONG A PAVED ROAD, 0.3 MILE SOUTHWEST
 MK0517'OF A FARMHOUSE, 69 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 MK0517'66 FEET SOUTH OF A TELEPHONE POLE, 103 FEET NORTH OF A TELEPHONE
 MK0517'POLE, 2 FEET SOUTH OF A 4 X 4 MARKER POST, AND SET IN THE TOP
 MK0517'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0731 ***********************************************************************
 LH0731  DESIGNATION -  D 25
 LH0731  PID         -  LH0731
 LH0731  STATE/COUNTY-  NE/FURNAS
 LH0731  USGS QUAD   -  HENDLEY (1958)
 LH0731
 LH0731                         *CURRENT SURVEY CONTROL
 LH0731  ___________________________________________________________________
 LH0731* NAD 83(1986)-  40 07 51.     (N)    099 53 35.     (W)     SCALED    
 LH0731* NAVD 88     -       687.470  (meters)    2255.47   (feet)  ADJUSTED  
 LH0731  ___________________________________________________________________
 LH0731  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 LH0731  DYNAMIC HT  -         687.030 (meters)    2254.03  (feet)  COMP
 LH0731  MODELED GRAV-     979,963.1   (mgal)                       NAVD 88
 LH0731
 LH0731  VERT ORDER  -  FIRST     CLASS II
 LH0731
 LH0731.The horizontal coordinates were scaled from a topographic map and have
 LH0731.an estimated accuracy of +/- 6 seconds.
 LH0731
 LH0731.The orthometric height was determined by differential leveling
 LH0731.and adjusted by the National Geodetic Survey in June 1991..
 LH0731
 LH0731.The geoid height was determined by GEOID03.
 LH0731
 LH0731.The dynamic height is computed by dividing the NAVD 88
 LH0731.geopotential number by the normal gravity value computed on the
 LH0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0731.degrees latitude (g = 980.6199 gals.).
 LH0731
 LH0731.The modeled gravity was interpolated from observed gravity values.
 LH0731
 LH0731;                    North         East    Units  Estimated Accuracy
 LH0731;SPC NE       -    33,040.      509,110.      MT  (+/- 180 meters Scaled)
 LH0731
 LH0731                          SUPERSEDED SURVEY CONTROL
 LH0731
 LH0731  NGVD 29 (??/??/92)  687.194  (m)         2254.57   (f) ADJ UNCH    1 2
 LH0731
 LH0731.Superseded values are not recommended for survey control.
 LH0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0731.See file dsdata.txt to determine how the superseded data were derived.
 LH0731
 LH0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK239426(NAD 83)
 LH0731_MARKER: DB = BENCH MARK DISK
 LH0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0731_STAMPING: D 25 1933
 LH0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0731+STABILITY: SURFACE MOTION
 LH0731
 LH0731  HISTORY     - Date     Condition        Report By
 LH0731  HISTORY     - 1933     MONUMENTED       CGS
 LH0731  HISTORY     - 1957     MARK NOT FOUND   NGS
 LH0731  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0731
 LH0731                          STATION DESCRIPTION
 LH0731
 LH0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LH0731'11.9 MI S FROM ARAPAHOE.
 LH0731'11.9 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE CHICAGO,
 LH0731'BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE, ABOUT
 LH0731'113 YARDS SOUTH OF THE CENTERLINE OF STATE HIGHWAY 89, AND 32
 LH0731'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 21.  A STANDARD
 LH0731'DISK, STAMPED D 25 1933 AND SET IN THE TOP OF A CONCRETE POST
 LH0731'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- USGS REPORT-- THE
 LH0731'HIGHWAY HAS BEEN CHANGED AT THIS LOCATION.
 LH0731
 LH0731                          STATION RECOVERY (1986)
 LH0731
 LH0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0731'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0029 ***********************************************************************
 LH0029  DESIGNATION -  D 250
 LH0029  PID         -  LH0029
 LH0029  STATE/COUNTY-  NE/ADAMS
 LH0029  USGS QUAD   -  TRUMBULL (1969)
 LH0029
 LH0029                         *CURRENT SURVEY CONTROL
 LH0029  ___________________________________________________________________
 LH0029* NAD 83(1986)-  40 38 27.     (N)    098 22 24.     (W)     SCALED    
 LH0029* NAVD 88     -       585.359  (meters)    1920.47   (feet)  ADJUSTED  
 LH0029  ___________________________________________________________________
 LH0029  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 LH0029  DYNAMIC HT  -         585.035 (meters)    1919.40  (feet)  COMP
 LH0029  MODELED GRAV-     980,053.1   (mgal)                       NAVD 88
 LH0029
 LH0029  VERT ORDER  -  FIRST     CLASS II
 LH0029
 LH0029.The horizontal coordinates were scaled from a topographic map and have
 LH0029.an estimated accuracy of +/- 6 seconds.
 LH0029
 LH0029.The orthometric height was determined by differential leveling
 LH0029.and adjusted by the National Geodetic Survey in May 1993..
 LH0029
 LH0029.The geoid height was determined by GEOID03.
 LH0029
 LH0029.The dynamic height is computed by dividing the NAVD 88
 LH0029.geopotential number by the normal gravity value computed on the
 LH0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0029.degrees latitude (g = 980.6199 gals.).
 LH0029
 LH0029.The modeled gravity was interpolated from observed gravity values.
 LH0029
 LH0029;                    North         East    Units  Estimated Accuracy
 LH0029;SPC NE       -    90,950.      637,560.      MT  (+/- 180 meters Scaled)
 LH0029
 LH0029                          SUPERSEDED SURVEY CONTROL
 LH0029
 LH0029  NAVD 88 (06/15/91)  585.342  (m)         1920.41   (f) UNKNOWN     1 2
 LH0029  NGVD 29 (02/14/92)  585.110  (m)         1919.65   (f) ADJUSTED    1 2
 LH0029
 LH0029.Superseded values are not recommended for survey control.
 LH0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0029.See file dsdata.txt to determine how the superseded data were derived.
 LH0029
 LH0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK529990(NAD 83)
 LH0029_MARKER: DB = BENCH MARK DISK
 LH0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0029_SP_SET: CONCRETE POST
 LH0029_STAMPING: D 250 1947
 LH0029_MARK LOGO: CGS   
 LH0029_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0029+STABILITY: SURFACE MOTION
 LH0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0029+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH0029
 LH0029  HISTORY     - Date     Condition        Report By
 LH0029  HISTORY     - 1947     MONUMENTED       CGS
 LH0029  HISTORY     - 19910925 GOOD             NGS
 LH0029  HISTORY     - 20010810 GOOD             NEDR
 LH0029
 LH0029                          STATION DESCRIPTION
 LH0029
 LH0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0029'3.8 MI S FROM HANSEN.
 LH0029'3.8 MILES SOUTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0029'AT HANSEN, AT A ROAD CROSSING, 139.0 FEET NORTH OF THE CENTER
 LH0029'LINE OF THE ROAD, 118.7 FEET NORTHWEST OF THE SIXTH POLE NORTH
 LH0029'OF MILEPOST 231, 105.3 FEET NORTH OF A FENCE CORNER, 46.5 FEET
 LH0029'WEST OF THE WEST RAIL AND ONE FOOT LOWER, 3.0 FEET NORTH OF A
 LH0029'REFERENCE POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A
 LH0029'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE
 LH0029'GROUND.
 LH0029
 LH0029                          STATION RECOVERY (1991)
 LH0029
 LH0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0029'4.2 KM (2.60 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH0029'OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.7 KM (0.45 MI)
 LH0029'EASTERLY ALONG A GRAVELED ROAD, 43.0 M (141.1 FT) NORTH OF THE CENTER
 LH0029'OF THE ROAD, 14.1 M (46.3 FT) WEST OF THE NEAR RAIL OF THE UNION
 LH0029'PACIFIC RAILROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0
 LH0029'FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT PROJECTS 0.4 M
 LH0029'(1.3 FT) ABOVE THE GROUND SURFACE.
 LH0029
 LH0029                          STATION RECOVERY (2001)
 LH0029
 LH0029'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0029'RECOVERED IN GOOD CONDITION.  NOTE-FROM THE CROSSROADS OF ADAMS/HALL
 LH0029'COUNTY LINE AND HIGHWAY 281, PROCEED SOUTH DOWN HIGHWAY 281 4.0 MILES
 LH0029'(6.4 KM) TO A CROSSROADS.  TURN LEFT GOING EAST DOWN LOCHLAND ROAD
 LH0029'0.45 MILE (0.72 KM) TO THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0281 ***********************************************************************
 LH0281  DESIGNATION -  D 252
 LH0281  PID         -  LH0281
 LH0281  STATE/COUNTY-  NE/ADAMS
 LH0281  USGS QUAD   -  AYR (1969)
 LH0281
 LH0281                         *CURRENT SURVEY CONTROL
 LH0281  ___________________________________________________________________
 LH0281* NAD 83(1986)-  40 26 55.     (N)    098 26 17.     (W)     SCALED    
 LH0281* NAVD 88     -       558.375  (meters)    1831.94   (feet)  ADJUSTED  
 LH0281  ___________________________________________________________________
 LH0281  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 LH0281  DYNAMIC HT  -         558.060 (meters)    1830.90  (feet)  COMP
 LH0281  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 LH0281
 LH0281  VERT ORDER  -  FIRST     CLASS II
 LH0281
 LH0281.The horizontal coordinates were scaled from a topographic map and have
 LH0281.an estimated accuracy of +/- 6 seconds.
 LH0281
 LH0281.The orthometric height was determined by differential leveling
 LH0281.and adjusted by the National Geodetic Survey in June 1991..
 LH0281
 LH0281.The geoid height was determined by GEOID03.
 LH0281
 LH0281.The dynamic height is computed by dividing the NAVD 88
 LH0281.geopotential number by the normal gravity value computed on the
 LH0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0281.degrees latitude (g = 980.6199 gals.).
 LH0281
 LH0281.The modeled gravity was interpolated from observed gravity values.
 LH0281
 LH0281;                    North         East    Units  Estimated Accuracy
 LH0281;SPC NE       -    69,510.      632,470.      MT  (+/- 180 meters Scaled)
 LH0281
 LH0281                          SUPERSEDED SURVEY CONTROL
 LH0281
 LH0281  NGVD 29 (??/??/92)  558.152  (m)         1831.20   (f) ADJ UNCH    1 2
 LH0281
 LH0281.Superseded values are not recommended for survey control.
 LH0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0281.See file dsdata.txt to determine how the superseded data were derived.
 LH0281
 LH0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK476777(NAD 83)
 LH0281_MARKER: DB = BENCH MARK DISK
 LH0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0281_STAMPING: D 252 1947
 LH0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0281+STABILITY: SURFACE MOTION
 LH0281
 LH0281  HISTORY     - Date     Condition        Report By
 LH0281  HISTORY     - 1947     MONUMENTED       CGS
 LH0281
 LH0281                          STATION DESCRIPTION
 LH0281
 LH0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0281'0.7 MI N FROM AYR.
 LH0281'0.7 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0281'FROM THE STATION AT AYR, IN THE SOUTHEAST QUARTER OF A PRIVATE
 LH0281'ROAD CROSSING, ABOUT 0.1 MILE NORTH OF MILEPOST 11, 44.4 FEET
 LH0281'EAST OF THE EAST RAIL OF THE TRACK, 15.0 FEET SOUTH OF THE
 LH0281'CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A FENCE, 1.5 FEET NORTH
 LH0281'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0281'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0761 ***********************************************************************
 MJ0761  DESIGNATION -  D 253
 MJ0761  PID         -  MJ0761
 MJ0761  STATE/COUNTY-  NE/DOUGLAS
 MJ0761  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0761
 MJ0761                         *CURRENT SURVEY CONTROL
 MJ0761  ___________________________________________________________________
 MJ0761* NAD 83(1986)-  41 21 31.     (N)    095 57 39.     (W)     SCALED    
 MJ0761* NAVD 88     -       304.629  (meters)     999.44   (feet)  ADJUSTED  
 MJ0761  ___________________________________________________________________
 MJ0761  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 MJ0761  DYNAMIC HT  -         304.495 (meters)     999.00  (feet)  COMP
 MJ0761  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 MJ0761
 MJ0761  VERT ORDER  -  SECOND    CLASS 0
 MJ0761
 MJ0761.The horizontal coordinates were scaled from a topographic map and have
 MJ0761.an estimated accuracy of +/- 6 seconds.
 MJ0761
 MJ0761.The orthometric height was determined by differential leveling
 MJ0761.and adjusted by the National Geodetic Survey in June 1991..
 MJ0761
 MJ0761.The geoid height was determined by GEOID03.
 MJ0761
 MJ0761.The dynamic height is computed by dividing the NAVD 88
 MJ0761.geopotential number by the normal gravity value computed on the
 MJ0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0761.degrees latitude (g = 980.6199 gals.).
 MJ0761
 MJ0761.The modeled gravity was interpolated from observed gravity values.
 MJ0761
 MJ0761;                    North         East    Units  Estimated Accuracy
 MJ0761;SPC NE       -   177,240.      837,750.      MT  (+/- 180 meters Scaled)
 MJ0761
 MJ0761                          SUPERSEDED SURVEY CONTROL
 MJ0761
 MJ0761  NGVD 29 (??/??/92)  304.495  (m)          999.00   (f) ADJ UNCH    2 0
 MJ0761
 MJ0761.Superseded values are not recommended for survey control.
 MJ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0761.See file dsdata.txt to determine how the superseded data were derived.
 MJ0761
 MJ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF523827(NAD 83)
 MJ0761_MARKER: DB = BENCH MARK DISK
 MJ0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0761_STAMPING: D 253 1947
 MJ0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0761+STABILITY: SURFACE MOTION
 MJ0761
 MJ0761  HISTORY     - Date     Condition        Report By
 MJ0761  HISTORY     - 1947     MONUMENTED       CGS
 MJ0761  HISTORY     - 19890606 MARK NOT FOUND   NGS
 MJ0761
 MJ0761                          STATION DESCRIPTION
 MJ0761
 MJ0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0761'7.6 MI N FROM OMAHA.
 MJ0761'FROM THE DOUGLAS COUNTY COURT HOUSE AT OMAHA GO 1 BLOCK WEST ALONG
 MJ0761'FARNAM STREET TO 19TH STREET, THENCE 4.9 MILES NORTH ALONG
 MJ0761'19TH STREET (CHANGES TO FLORENCE BOULEVARD A FEW BLOCKS NORTH
 MJ0761'OF FARNAM STREET), THENCE 2.7 MILES NORTH ALONG JOHN J. PERSHING
 MJ0761'DRIVE (ALSO KNOWN AS RIVER DRIVE) TO THE SITE OF THE BENCH MARK.
 MJ0761'THE MARK IS ABOUT 58 YARDS SOUTH OF THE SOUTHEAST CORNER OF A
 MJ0761'HOUSE, 64.9 FEET SOUTH OF A 30-INCH MAPLE TREE, 35.6 FEET
 MJ0761'NORTH OF A FENCE CORNER, 29 FEET WEST OF AND LEVEL WITH THE CENTER
 MJ0761'LINE OF THE ROAD, 12.4 FEET NORTH OF A 30-INCH MAPLE TREE, AND
 MJ0761'4 FEET WEST OF A FENCE.  A BRONZE DISK SET IN THE TOP OF A
 MJ0761'CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0761
 MJ0761                          STATION RECOVERY (1989)
 MJ0761
 MJ0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (JAO)
 MJ0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0511 ***********************************************************************
 MK0511  DESIGNATION -  D 254 RESET
 MK0511  PID         -  MK0511
 MK0511  STATE/COUNTY-  NE/DOUGLAS
 MK0511  USGS QUAD   -  IRVINGTON (1984)
 MK0511
 MK0511                         *CURRENT SURVEY CONTROL
 MK0511  ___________________________________________________________________
 MK0511* NAD 83(1986)-  41 17 58.     (N)    096 00 23.     (W)     SCALED    
 MK0511* NAVD 88     -       357.46   (meters)    1172.8    (feet)  RESET     
 MK0511  ___________________________________________________________________
 MK0511  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 MK0511
 MK0511  VERT ORDER  -  THIRD
 MK0511
 MK0511.The horizontal coordinates were scaled from a topographic map and have
 MK0511.an estimated accuracy of +/- 6 seconds.
 MK0511
 MK0511.The orthometric height was computed from unverified reset data.
 MK0511
 MK0511.The geoid height was determined by GEOID03.
 MK0511
 MK0511;                    North         East    Units  Estimated Accuracy
 MK0511;SPC NE       -   170,500.      834,250.      MT  (+/- 180 meters Scaled)
 MK0511
 MK0511                          SUPERSEDED SURVEY CONTROL
 MK0511
 MK0511.No superseded survey control is available for this station.
 MK0511
 MK0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL506763(NAD 83)
 MK0511_MARKER: DB = BENCH MARK DISK
 MK0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0511_SP_SET: CONCRETE FOUNDATION
 MK0511_STAMPING: D 254 RESET 1966
 MK0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0511
 MK0511  HISTORY     - Date     Condition        Report By
 MK0511  HISTORY     - 1966     MONUMENTED       CGS
 MK0511
 MK0511                          STATION DESCRIPTION
 MK0511
 MK0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MK0511'AT OMAHA.
 MK0511'AT OMAHA, ABOUT 300 FEET NORTH OF THE INTERSECTION OF AMES
 MK0511'AVENUE AND 61ST STREET, AT THE WEST SIDE OF THE FIRE STATION
 MK0511'AT 4515 61ST STREET, 0.7 FOOT EAST OF THE NORTHEAST CORNER OF A
 MK0511'BRICK SHADOW WALL, 8.5 FEET WEST-NORTHWEST OF THE CENTER OF THE
 MK0511'DOOR AT FIRE STATION, 65.5 FEET EAST OF 61ST STREET, ABOUT 5
 MK0511'INCHES ABOVE DRIVEWAY AT STATION, AT THE NORTHWEST SIDE OF THE
 MK0511'WALK AND MAIN DOOR TO STATION, CEMENTED IN A DRILL HOLE IN
 MK0511'CONCRETE FOUNDATION WALL AND IS FLUSH WITH THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0894 ***********************************************************************
 MJ0894  DESIGNATION -  D 255
 MJ0894  PID         -  MJ0894
 MJ0894  STATE/COUNTY-  NE/DOUGLAS
 MJ0894  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0894
 MJ0894                         *CURRENT SURVEY CONTROL
 MJ0894  ___________________________________________________________________
 MJ0894* NAD 83(1986)-  41 16 17.     (N)    095 56 37.     (W)     SCALED    
 MJ0894* NAVD 88     -       310.353  (meters)    1018.22   (feet)  ADJUSTED  
 MJ0894  ___________________________________________________________________
 MJ0894  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 MJ0894  DYNAMIC HT  -         310.222 (meters)    1017.79  (feet)  COMP
 MJ0894  MODELED GRAV-     980,195.1   (mgal)                       NAVD 88
 MJ0894
 MJ0894  VERT ORDER  -  FIRST     CLASS II
 MJ0894
 MJ0894.The horizontal coordinates were scaled from a topographic map and have
 MJ0894.an estimated accuracy of +/- 6 seconds.
 MJ0894
 MJ0894.The orthometric height was determined by differential leveling
 MJ0894.and adjusted by the National Geodetic Survey in June 1991..
 MJ0894
 MJ0894.The geoid height was determined by GEOID03.
 MJ0894
 MJ0894.The dynamic height is computed by dividing the NAVD 88
 MJ0894.geopotential number by the normal gravity value computed on the
 MJ0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0894.degrees latitude (g = 980.6199 gals.).
 MJ0894
 MJ0894.The modeled gravity was interpolated from observed gravity values.
 MJ0894
 MJ0894;                    North         East    Units  Estimated Accuracy
 MJ0894;SPC NE       -   167,630.      839,640.      MT  (+/- 180 meters Scaled)
 MJ0894
 MJ0894                          SUPERSEDED SURVEY CONTROL
 MJ0894
 MJ0894  NGVD 29 (??/??/92)  310.231  (m)         1017.82   (f) ADJ UNCH    1 2
 MJ0894
 MJ0894.Superseded values are not recommended for survey control.
 MJ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0894.See file dsdata.txt to determine how the superseded data were derived.
 MJ0894
 MJ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF534730(NAD 83)
 MJ0894_MARKER: DB = BENCH MARK DISK
 MJ0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0894_STAMPING: D 255 1947
 MJ0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0894+STABILITY: SURFACE MOTION
 MJ0894
 MJ0894  HISTORY     - Date     Condition        Report By
 MJ0894  HISTORY     - 1947     MONUMENTED       CGS
 MJ0894  HISTORY     - 1976     GOOD             LOCSUR
 MJ0894
 MJ0894                          STATION DESCRIPTION
 MJ0894
 MJ0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0894'AT OMAHA.
 MJ0894'AT OMAHA, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF NORTH 21ST
 MJ0894'STREET AND PAUL STREET, 22.7 FEET NORTHEAST OF AN IRON PIPE POST
 MJ0894'WHICH IS AT THE NORTHEAST CORNER OF A HEAVY WIRE GUARD FENCE,
 MJ0894'13.5 FEET WEST OF THE WEST EDGE OF THE WEST CURB OF NORTH 21ST
 MJ0894'STREET, 14.3 FEET SOUTH OF THE SOUTH EDGE OF THE SOUTH CURB
 MJ0894'OF PAUL STREET, 11.2 FEET SOUTHWEST OF A POINT WHERE THE WEST
 MJ0894'EDGE OF A NORTH-SOUTH CONCRETE WALK AND THE SOUTH EDGE OF AN
 MJ0894'EAST-WEST CONCRETE WALK MEET, 8.1 FEET WEST OF THE WEST EDGE
 MJ0894'OF THE NORTH-SOUTH CONCRETE WALK, 7.8 FEET SOUTH OF THE SOUTH
 MJ0894'EDGE OF THE EAST-WEST CONCRETE WALK, 5.0 FEET NORTHWEST OF THE
 MJ0894'JUNCTION POINT OF TWO LINES MADE ON TOP OF A 1 FOOT REFERENCE
 MJ0894'BLOCK WHICH HAS USBM 5 STENCILED ON TOP AND WHICH IS FLUSH
 MJ0894'WITH THE GROUND, SET IN A CONCRETE POST 0.3 FOOT UNDERGROUND.
 MJ0894
 MJ0894                          STATION RECOVERY (1976)
 MJ0894
 MJ0894'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1021 ***********************************************************************
 LF1021  DESIGNATION -  D 256
 LF1021  PID         -  LF1021
 LF1021  STATE/COUNTY-  NE/CASS
 LF1021  USGS QUAD   -  ROCK BLUFF (1984)
 LF1021
 LF1021                         *CURRENT SURVEY CONTROL
 LF1021  ___________________________________________________________________
 LF1021* NAD 83(1986)-  40 58 58.     (N)    095 52 23.     (W)     SCALED    
 LF1021* NAVD 88     -       362.593  (meters)    1189.61   (feet)  ADJUSTED  
 LF1021  ___________________________________________________________________
 LF1021  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 LF1021  DYNAMIC HT  -         362.439 (meters)    1189.10  (feet)  COMP
 LF1021  MODELED GRAV-     980,190.2   (mgal)                       NAVD 88
 LF1021
 LF1021  VERT ORDER  -  SECOND    CLASS 0
 LF1021
 LF1021.The horizontal coordinates were scaled from a topographic map and have
 LF1021.an estimated accuracy of +/- 6 seconds.
 LF1021
 LF1021.The orthometric height was determined by differential leveling
 LF1021.and adjusted by the National Geodetic Survey in June 1991..
 LF1021
 LF1021.The geoid height was determined by GEOID03.
 LF1021
 LF1021.The dynamic height is computed by dividing the NAVD 88
 LF1021.geopotential number by the normal gravity value computed on the
 LF1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1021.degrees latitude (g = 980.6199 gals.).
 LF1021
 LF1021.The modeled gravity was interpolated from observed gravity values.
 LF1021
 LF1021;                    North         East    Units  Estimated Accuracy
 LF1021;SPC NE       -   135,900.      847,080.      MT  (+/- 180 meters Scaled)
 LF1021
 LF1021                          SUPERSEDED SURVEY CONTROL
 LF1021
 LF1021  NGVD 29 (??/??/92)  362.492  (m)         1189.28   (f) ADJ UNCH    2 0
 LF1021
 LF1021.Superseded values are not recommended for survey control.
 LF1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1021.See file dsdata.txt to determine how the superseded data were derived.
 LF1021
 LF1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF582408(NAD 83)
 LF1021_MARKER: DB = BENCH MARK DISK
 LF1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1021_STAMPING: D 256 1947
 LF1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1021+STABILITY: SURFACE MOTION
 LF1021
 LF1021  HISTORY     - Date     Condition        Report By
 LF1021  HISTORY     - 1947     MONUMENTED       CGS
 LF1021  HISTORY     - 1950     GOOD             NGS
 LF1021
 LF1021                          STATION DESCRIPTION
 LF1021
 LF1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1021'2.4 MI SE FROM PLATTSMOUTH.
 LF1021'2 BLOCKS WEST ALONG MAIN STREET FROM THE COURTHOUSE AT PLATTSMOUTH,
 LF1021'THENCE 0.5 MILE SOUTH ALONG A PAVED STREET, THENCE 0.4 MILE
 LF1021'SOUTH ALONG A GRADED DIRT STREET, THENCE 0.2 MILE EAST ALONG A
 LF1021'GRADED DIRT STREET, THENCE 1.2 MILES SOUTHEAST ALONG A GRADED
 LF1021'DIRT ROAD, 110.0 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM THE
 LF1021'SOUTHWEST CORNER OF A FARMHOUSE, 109.0 FEET NORTH OF THE EXTENDED
 LF1021'CENTER LINE OF A PRIVATE ROAD LEADING TO A FARMHOUSE OWNED AND
 LF1021'OCCUPIED BY FRANK SEYDLITZ, 69.0 FEET WEST OF AND ACROSS THE
 LF1021'ROAD FROM A FENCE CORNER, 31.0 FEET WEST OF THE CENTER LINE
 LF1021'OF THE ROAD AND 2.0 FEET HIGHER, 5.7 FEET NORTH OF A TELEPHONE
 LF1021'POLE, 2.0 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE,
 LF1021'SET IN THE TOP OF A CONCRETE POST AND FLUSH WITH THE GROUND.
 LF1021
 LF1021                          STATION RECOVERY (1950)
 LF1021
 LF1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1049 ***********************************************************************
 LF1049  DESIGNATION -  D 257
 LF1049  PID         -  LF1049
 LF1049  STATE/COUNTY-  NE/CASS
 LF1049  USGS QUAD   -  NEHAWKA (1966)
 LF1049
 LF1049                         *CURRENT SURVEY CONTROL
 LF1049  ___________________________________________________________________
 LF1049* NAD 83(1986)-  40 47 04.     (N)    095 53 32.     (W)     SCALED    
 LF1049* NAVD 88     -       308.292  (meters)    1011.45   (feet)  ADJUSTED  
 LF1049  ___________________________________________________________________
 LF1049  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 LF1049  DYNAMIC HT  -         308.139 (meters)    1010.95  (feet)  COMP
 LF1049  MODELED GRAV-     980,120.1   (mgal)                       NAVD 88
 LF1049
 LF1049  VERT ORDER  -  SECOND    CLASS 0
 LF1049
 LF1049.The horizontal coordinates were scaled from a topographic map and have
 LF1049.an estimated accuracy of +/- 6 seconds.
 LF1049
 LF1049.The orthometric height was determined by differential leveling
 LF1049.and adjusted by the National Geodetic Survey in June 1991..
 LF1049
 LF1049.The geoid height was determined by GEOID03.
 LF1049
 LF1049.The dynamic height is computed by dividing the NAVD 88
 LF1049.geopotential number by the normal gravity value computed on the
 LF1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1049.degrees latitude (g = 980.6199 gals.).
 LF1049
 LF1049.The modeled gravity was interpolated from observed gravity values.
 LF1049
 LF1049;                    North         East    Units  Estimated Accuracy
 LF1049;SPC NE       -   113,830.      846,510.      MT  (+/- 180 meters Scaled)
 LF1049
 LF1049                          SUPERSEDED SURVEY CONTROL
 LF1049
 LF1049  NGVD 29 (??/??/92)  308.183  (m)         1011.10   (f) ADJ UNCH    2 0
 LF1049
 LF1049.Superseded values are not recommended for survey control.
 LF1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1049.See file dsdata.txt to determine how the superseded data were derived.
 LF1049
 LF1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF559188(NAD 83)
 LF1049_MARKER: DB = BENCH MARK DISK
 LF1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1049_STAMPING: D 257 1947
 LF1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1049+STABILITY: SURFACE MOTION
 LF1049
 LF1049  HISTORY     - Date     Condition        Report By
 LF1049  HISTORY     - 1947     MONUMENTED       CGS
 LF1049  HISTORY     - 20060313 MARK NOT FOUND   NEDR
 LF1049
 LF1049                          STATION DESCRIPTION
 LF1049
 LF1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1049'3.7 MI SE FROM UNION.
 LF1049'0.7 MILE EAST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1049'RAILWAY STATION AT UNION, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LF1049'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRADED DIRT ROAD, AT A
 LF1049'ROAD CROSSING, 163.0 FEET NORTH OF THE CENTER LINE OF THE
 LF1049'EAST-WEST ROAD, 131.0 FEET NORTH OF A BRACE POLE FOR A POWER
 LF1049'POLE, 28.0 FEET EAST OF AND 2.0 FEET LOWER THAN THE CENTER LINE
 LF1049'OF THE NORTH-SOUTH ROAD, 2.0 FEET SOUTH OF A 4 X 4 MARKER POST,
 LF1049'1.0 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 LF1049'AND PROJECTS 3 INCHES ABOVE THE GROUND.
 LF1049
 LF1049                          STATION RECOVERY (2006)
 LF1049
 LF1049'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (DE)
 LF1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1061 ***********************************************************************
 LF1061  DESIGNATION -  D 258
 LF1061  PID         -  LF1061
 LF1061  STATE/COUNTY-  NE/OTOE
 LF1061  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1061
 LF1061                         *CURRENT SURVEY CONTROL
 LF1061  ___________________________________________________________________
 LF1061* NAD 83(1986)-  40 41 47.     (N)    095 52 25.     (W)     SCALED    
 LF1061* NAVD 88     -       320.671  (meters)    1052.07   (feet)  ADJUSTED  
 LF1061  ___________________________________________________________________
 LF1061  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LF1061  DYNAMIC HT  -         320.504 (meters)    1051.52  (feet)  COMP
 LF1061  MODELED GRAV-     980,095.2   (mgal)                       NAVD 88
 LF1061
 LF1061  VERT ORDER  -  SECOND    CLASS 0
 LF1061
 LF1061.The horizontal coordinates were scaled from a topographic map and have
 LF1061.an estimated accuracy of +/- 6 seconds.
 LF1061
 LF1061.The orthometric height was determined by differential leveling
 LF1061.and adjusted by the National Geodetic Survey in June 1991..
 LF1061
 LF1061.The geoid height was determined by GEOID03.
 LF1061
 LF1061.The dynamic height is computed by dividing the NAVD 88
 LF1061.geopotential number by the normal gravity value computed on the
 LF1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1061.degrees latitude (g = 980.6199 gals.).
 LF1061
 LF1061.The modeled gravity was interpolated from observed gravity values.
 LF1061
 LF1061;                    North         East    Units  Estimated Accuracy
 LF1061;SPC NE       -   104,140.      848,550.      MT  (+/- 180 meters Scaled)
 LF1061
 LF1061                          SUPERSEDED SURVEY CONTROL
 LF1061
 LF1061  NGVD 29 (??/??/92)  320.559  (m)         1051.70   (f) ADJ UNCH    2 0
 LF1061
 LF1061.Superseded values are not recommended for survey control.
 LF1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1061.See file dsdata.txt to determine how the superseded data were derived.
 LF1061
 LF1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF572090(NAD 83)
 LF1061_MARKER: DB = BENCH MARK DISK
 LF1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1061_STAMPING: D 258 1947
 LF1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1061+STABILITY: SURFACE MOTION
 LF1061
 LF1061  HISTORY     - Date     Condition        Report By
 LF1061  HISTORY     - 1947     MONUMENTED       CGS
 LF1061  HISTORY     - 1961     GOOD             NGS
 LF1061  HISTORY     - 1977     GOOD             LOCSUR
 LF1061
 LF1061                          STATION DESCRIPTION
 LF1061
 LF1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1061'2.3 MI N FROM NEBRASKA CITY.
 LF1061'0.9 MILE NORTH ALONG TENTH STREET FROM THE COURTHOUSE AT NEBRASKA
 LF1061'CITY, THENCE 0.6 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.6 MILE
 LF1061'NORTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE WEST ALONG A
 LF1061'GRAVELED ROAD, AT A T ROAD JUNCTION.  123.5 FEET NORTHEAST OF
 LF1061'THE NORTHEAST CORNER OF A HOUSE, 37.0 FEET WEST OF THE EXTENDED
 LF1061'CENTER LINE OF A ROAD LEADING NORTH, 30.0 FEET WEST OF A POWER
 LF1061'POLE, 28.0 FEET SOUTH OF AND 2.0 FEET HIGHER THAN THE CENTER
 LF1061'LINE OF AN EAST-WEST ROAD, 17.4 FEET EAST OF A FENCE CORNER,
 LF1061'2.0 FEET WEST OF A REFERENCE POST, 1.0 FOOT NORTH OF A FENCE,
 LF1061'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE
 LF1061'THE GROUND.
 LF1061
 LF1061                          STATION RECOVERY (1961)
 LF1061
 LF1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF1061'RECOVERED IN GOOD CONDITION.
 LF1061
 LF1061                          STATION RECOVERY (1977)
 LF1061
 LF1061'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0070 ***********************************************************************
 LJ0070  DESIGNATION -  D 26
 LJ0070  PID         -  LJ0070
 LJ0070  STATE/COUNTY-  NE/HITCHCOCK
 LJ0070  USGS QUAD   -  CULBERTSON (1970)
 LJ0070
 LJ0070                         *CURRENT SURVEY CONTROL
 LJ0070  ___________________________________________________________________
 LJ0070* NAD 83(1986)-  40 13 49.     (N)    100 49 03.     (W)     SCALED    
 LJ0070* NAVD 88     -       781.596  (meters)    2564.29   (feet)  ADJUSTED  
 LJ0070  ___________________________________________________________________
 LJ0070  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 LJ0070  DYNAMIC HT  -         781.075 (meters)    2562.58  (feet)  COMP
 LJ0070  MODELED GRAV-     979,932.5   (mgal)                       NAVD 88
 LJ0070
 LJ0070  VERT ORDER  -  FIRST     CLASS II
 LJ0070
 LJ0070.The horizontal coordinates were scaled from a topographic map and have
 LJ0070.an estimated accuracy of +/- 6 seconds.
 LJ0070
 LJ0070.The orthometric height was determined by differential leveling
 LJ0070.and adjusted by the National Geodetic Survey in June 1991..
 LJ0070
 LJ0070.The geoid height was determined by GEOID03.
 LJ0070
 LJ0070.The dynamic height is computed by dividing the NAVD 88
 LJ0070.geopotential number by the normal gravity value computed on the
 LJ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0070.degrees latitude (g = 980.6199 gals.).
 LJ0070
 LJ0070.The modeled gravity was interpolated from observed gravity values.
 LJ0070
 LJ0070;                    North         East    Units  Estimated Accuracy
 LJ0070;SPC NE       -    44,400.      430,430.      MT  (+/- 180 meters Scaled)
 LJ0070
 LJ0070                          SUPERSEDED SURVEY CONTROL
 LJ0070
 LJ0070  NGVD 29 (??/??/92)  781.282  (m)         2563.26   (f) ADJ UNCH    1 2
 LJ0070
 LJ0070.Superseded values are not recommended for survey control.
 LJ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0070.See file dsdata.txt to determine how the superseded data were derived.
 LJ0070
 LJ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK453549(NAD 83)
 LJ0070_MARKER: DB = BENCH MARK DISK
 LJ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0070_STAMPING: 2563.256 D 26 1933
 LJ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0070+STABILITY: SURFACE MOTION
 LJ0070
 LJ0070  HISTORY     - Date     Condition        Report By
 LJ0070  HISTORY     - 1933     MONUMENTED       CGS
 LJ0070  HISTORY     - 1943     GOOD             NGS
 LJ0070  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0070
 LJ0070                          STATION DESCRIPTION
 LJ0070
 LJ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LJ0070'0.6 MI E FROM CULBERTSON.
 LJ0070'0.6 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0070'FROM THE STATION AT CULBERTSON, HITCHCOCK COUNTY, 11-1/2 POLES
 LJ0070'WEST OF THE DRAINAGE CHANNEL UNDER PILE TRESTLE 298.15, 47 FEET
 LJ0070'NORTH OF AN EAST-AND-WEST FENCE, 24 FEET WEST OF A POLE WITH
 LJ0070'A GUY WIRE, AND 46 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 LJ0070'DISK, STAMPED 2563.256 D 26 1933 AND SET IN THE TOP OF A CONCRETE
 LJ0070'POST PROJECTING 6 INCHES ABOVE GROUND.
 LJ0070
 LJ0070                          STATION RECOVERY (1999)
 LJ0070
 LJ0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0070'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0853 ***********************************************************************
 NM0853  DESIGNATION -  D 261
 NM0853  PID         -  NM0853
 NM0853  STATE/COUNTY-  NE/DIXON
 NM0853  USGS QUAD   -  PONCA (1994)
 NM0853
 NM0853                         *CURRENT SURVEY CONTROL
 NM0853  ___________________________________________________________________
 NM0853* NAD 83(1986)-  42 34 26.     (N)    096 42 24.     (W)     SCALED    
 NM0853* NAVD 88     -       380.140  (meters)    1247.18   (feet)  ADJUSTED  
 NM0853  ___________________________________________________________________
 NM0853  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 NM0853  DYNAMIC HT  -         380.022 (meters)    1246.79  (feet)  COMP
 NM0853  MODELED GRAV-     980,299.4   (mgal)                       NAVD 88
 NM0853
 NM0853  VERT ORDER  -  SECOND    CLASS 0
 NM0853
 NM0853.The horizontal coordinates were scaled from a topographic map and have
 NM0853.an estimated accuracy of +/- 6 seconds.
 NM0853
 NM0853.The orthometric height was determined by differential leveling
 NM0853.and adjusted by the National Geodetic Survey in June 1991..
 NM0853
 NM0853.The geoid height was determined by GEOID03.
 NM0853
 NM0853.The dynamic height is computed by dividing the NAVD 88
 NM0853.geopotential number by the normal gravity value computed on the
 NM0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0853.degrees latitude (g = 980.6199 gals.).
 NM0853
 NM0853.The modeled gravity was interpolated from observed gravity values.
 NM0853
 NM0853;                    North         East    Units  Estimated Accuracy
 NM0853;SPC NE       -   309,440.      770,280.      MT  (+/- 180 meters Scaled)
 NM0853
 NM0853                          SUPERSEDED SURVEY CONTROL
 NM0853
 NM0853  NGVD 29 (??/??/92)  379.964  (m)         1246.60   (f) ADJ UNCH    2 0
 NM0853
 NM0853.Superseded values are not recommended for survey control.
 NM0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0853.See file dsdata.txt to determine how the superseded data were derived.
 NM0853
 NM0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN882160(NAD 83)
 NM0853_MARKER: DB = BENCH MARK DISK
 NM0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0853_STAMPING: D 261 1948
 NM0853_MARK LOGO: CGS   
 NM0853_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0853+STABILITY: SURFACE MOTION
 NM0853
 NM0853  HISTORY     - Date     Condition        Report By
 NM0853  HISTORY     - 1948     MONUMENTED       CGS
 NM0853  HISTORY     - 1949     GOOD             NGS
 NM0853  HISTORY     - 19940418 GOOD             NEDR
 NM0853
 NM0853                          STATION DESCRIPTION
 NM0853
 NM0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0853'0.7 MI N FROM PONCA.
 NM0853'0.7 MILE NORTH ALONG STATE HIGHWAY NO. 9 FROM THE NORTHEAST CORNER
 NM0853'OF THE CITY PARK AT PONCA, ABOUT 0.15 MILE NORTHWEST OF A
 NM0853'FARMHOUSE ON THE SOUTHWEST SIDE OF THE HIGHWAY, NEAR THE NORTHWEST
 NM0853'END OF A ROW OF TREES, 31.0 FEET SOUTHWEST OF THE CENTER LINE
 NM0853'OF THE HIGHWAY, 4.5 FEET NORTHEAST OF A FENCE, 1.5 FEET SOUTHEAST
 NM0853'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0853'0.4 FOOT ABOVE THE GROUND.
 NM0853
 NM0853                          STATION RECOVERY (1949)
 NM0853
 NM0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0853'RECOVERED IN GOOD CONDITION.
 NM0853
 NM0853                          STATION RECOVERY (1994)
 NM0853
 NM0853'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (WH)
 NM0853'RECOVERED AS DESCRIBED BUT HAD TO BE RELOCATED.  SEE D 261 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7428 ***********************************************************************
 AA7428  DESIGNATION -  D 261 RESET
 AA7428  PID         -  AA7428
 AA7428  STATE/COUNTY-  NE/DIXON
 AA7428  USGS QUAD   -  PONCA (1994)
 AA7428
 AA7428                         *CURRENT SURVEY CONTROL
 AA7428  ___________________________________________________________________
 AA7428* NAD 83(1986)-  42 34 26.     (N)    096 42 24.     (W)     SCALED    
 AA7428* NAVD 88     -       389.60   (+/-2cm)    1278.2    (feet)  VERTCON   
 AA7428  ___________________________________________________________________
 AA7428  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AA7428
 AA7428  VERT ORDER  -  THIRD (See Below)
 AA7428
 AA7428.The horizontal coordinates were scaled from a topographic map and have
 AA7428.an estimated accuracy of +/- 6 seconds.
 AA7428
 AA7428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7428.The vertical order pertains to the NGVD 29 superseded value.
 AA7428
 AA7428.The geoid height was determined by GEOID03.
 AA7428
 AA7428;                    North         East    Units  Estimated Accuracy
 AA7428;SPC NE       -   309,440.      770,280.      MT  (+/- 180 meters Scaled)
 AA7428
 AA7428                          SUPERSEDED SURVEY CONTROL
 AA7428
 AA7428  NGVD 29 (08/02/06)  389.42   (m)         1277.6    (f) RESET       3  
 AA7428
 AA7428.Superseded values are not recommended for survey control.
 AA7428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7428.See file dsdata.txt to determine how the superseded data were derived.
 AA7428
 AA7428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN882160(NAD 83)
 AA7428_MARKER: DV = VERTICAL CONTROL DISK
 AA7428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7428_STAMPING: D 261 RESET 1994
 AA7428_MARK LOGO: NGS   
 AA7428_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7428+STABILITY: SURFACE MOTION
 AA7428
 AA7428  HISTORY     - Date     Condition        Report By
 AA7428  HISTORY     - 1994     MONUMENTED       NEDR
 AA7428
 AA7428                          STATION DESCRIPTION
 AA7428
 AA7428'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (WH)
 AA7428'TO REACH THE MARK FROM THE POST OFFICE, IN PONCA, GO EAST ON 3RD
 AA7428'STREET FOR 1 BLOCK TO STATE ROAD 26E SPUR, UNION STREET.  TURN LEFT
 AA7428'AND GO NORTH ON ROAD 26E SPUR FOR 0.8 MI (1.3 KM) TO THE MARK ON THE
 AA7428'LEFT, ABOUT HALFWAY UP A STEEP HILL OF THE CURRENT ALIGNMENT OF THE
 AA7428'ROAD.  THE ROAD WILL BE RE-ALIGNED IN THE SUMMER OF 1994. THE DISK IS
 AA7428'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED 1 FT
 AA7428'(0.3 M) BELOW THE GROUND SURFACE.  IT IS 62.179 M (203.999 FT) WEST OF
 AA7428'THE CENTERLINE OF THE ROAD, 71.765 M (235.449 FT) NORTHWEST OF THE
 AA7428'NORTHWEST CORNER POLE OF A SHED AND 26.338 M (86.411 FT) SOUTHEAST OF
 AA7428'A NAIL IN A COTTONWOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0868 ***********************************************************************
 NM0868  DESIGNATION -  D 262
 NM0868  PID         -  NM0868
 NM0868  STATE/COUNTY-  NE/DAKOTA
 NM0868  USGS QUAD   -  JEFFERSON (1994)
 NM0868
 NM0868                         *CURRENT SURVEY CONTROL
 NM0868  ___________________________________________________________________
 NM0868* NAD 83(1986)-  42 30 08.     (N)    096 35 40.     (W)     SCALED    
 NM0868* NAVD 88     -       339.358  (meters)    1113.38   (feet)  ADJUSTED  
 NM0868  ___________________________________________________________________
 NM0868  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 NM0868  DYNAMIC HT  -         339.249 (meters)    1113.02  (feet)  COMP
 NM0868  MODELED GRAV-     980,289.8   (mgal)                       NAVD 88
 NM0868
 NM0868  VERT ORDER  -  SECOND    CLASS 0
 NM0868
 NM0868.The horizontal coordinates were scaled from a topographic map and have
 NM0868.an estimated accuracy of +/- 6 seconds.
 NM0868
 NM0868.The orthometric height was determined by differential leveling
 NM0868.and adjusted by the National Geodetic Survey in June 1991..
 NM0868
 NM0868.The geoid height was determined by GEOID03.
 NM0868
 NM0868.The dynamic height is computed by dividing the NAVD 88
 NM0868.geopotential number by the normal gravity value computed on the
 NM0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0868.degrees latitude (g = 980.6199 gals.).
 NM0868
 NM0868.The modeled gravity was interpolated from observed gravity values.
 NM0868
 NM0868;                    North         East    Units  Estimated Accuracy
 NM0868;SPC NE       -   301,840.      779,800.      MT  (+/- 180 meters Scaled)
 NM0868
 NM0868                          SUPERSEDED SURVEY CONTROL
 NM0868
 NM0868  NGVD 29 (??/??/92)  339.186  (m)         1112.81   (f) ADJ UNCH    2 0
 NM0868
 NM0868.Superseded values are not recommended for survey control.
 NM0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0868.See file dsdata.txt to determine how the superseded data were derived.
 NM0868
 NM0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN976083(NAD 83)
 NM0868_MARKER: DB = BENCH MARK DISK
 NM0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0868_STAMPING: D 262 1948
 NM0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0868+STABILITY: SURFACE MOTION
 NM0868
 NM0868  HISTORY     - Date     Condition        Report By
 NM0868  HISTORY     - 1948     MONUMENTED       CGS
 NM0868
 NM0868                          STATION DESCRIPTION
 NM0868
 NM0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0868'5.3 MI N FROM JACKSON.
 NM0868'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0868'JACKSON, THENCE 3.0 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0
 NM0868'MILE WEST ALONG A DIRT ROAD, THENCE 0.6 MILE NORTH ALONG A DIRT
 NM0868'ROAD, THENCE 0.2 MILE WEST ALONG A FIELD ROAD, THENCE 0.2 MILE
 NM0868'NORTH ALONG A FIELD ROAD, THENCE 0.1 MILE WEST ALONG A WOODS
 NM0868'ROAD, ON THE SOUTH BANK OF THE MISSOURI RIVER, IN A GROVE OF
 NM0868'TREES, 59.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 NM0868'BUILDING, 18.8 FEET WEST OF A 20-INCH ELM TREE WITH A CIRCULAR
 NM0868'BLAZE ON THE WEST SIDE OF TREE AND NEAR THE BASE, 23.0 FEET
 NM0868'SOUTH OF THE CENTER LINE OF THE ROAD, 7.8 FEET NORTH OF A 24-INCH
 NM0868'ELM TREE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0868'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1009 ***********************************************************************
 LF1009  DESIGNATION -  D 263
 LF1009  PID         -  LF1009
 LF1009  STATE/COUNTY-  NE/NEMAHA
 LF1009  USGS QUAD   -  HAMBURG (1984)
 LF1009
 LF1009                         *CURRENT SURVEY CONTROL
 LF1009  ___________________________________________________________________
 LF1009* NAD 83(1986)-  40 31 53.     (N)    095 40 42.     (W)     SCALED    
 LF1009* NAVD 88     -       276.171  (meters)     906.07   (feet)  ADJUSTED  
 LF1009  ___________________________________________________________________
 LF1009  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LF1009  DYNAMIC HT  -         276.024 (meters)     905.59  (feet)  COMP
 LF1009  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 LF1009
 LF1009  VERT ORDER  -  SECOND    CLASS 0
 LF1009
 LF1009.The horizontal coordinates were scaled from a topographic map and have
 LF1009.an estimated accuracy of +/- 6 seconds.
 LF1009
 LF1009.The orthometric height was determined by differential leveling
 LF1009.and adjusted by the National Geodetic Survey in June 1991..
 LF1009
 LF1009.The geoid height was determined by GEOID03.
 LF1009
 LF1009.The dynamic height is computed by dividing the NAVD 88
 LF1009.geopotential number by the normal gravity value computed on the
 LF1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1009.degrees latitude (g = 980.6199 gals.).
 LF1009
 LF1009.The modeled gravity was interpolated from observed gravity values.
 LF1009
 LF1009;                    North         East    Units  Estimated Accuracy
 LF1009;SPC NE       -    86,650.      865,940.      MT  (+/- 180 meters Scaled)
 LF1009
 LF1009                          SUPERSEDED SURVEY CONTROL
 LF1009
 LF1009  NGVD 29 (??/??/92)  276.074  (m)          905.75   (f) ADJ UNCH    2 0
 LF1009
 LF1009.Superseded values are not recommended for survey control.
 LF1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1009.See file dsdata.txt to determine how the superseded data were derived.
 LF1009
 LF1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE731901(NAD 83)
 LF1009_MARKER: DB = BENCH MARK DISK
 LF1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1009_STAMPING: D 263
 LF1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1009+STABILITY: SURFACE MOTION
 LF1009
 LF1009  HISTORY     - Date     Condition        Report By
 LF1009  HISTORY     - UNK      MONUMENTED       CGS
 LF1009  HISTORY     - 1948     GOOD             NGS
 LF1009  HISTORY     - 1961     GOOD             NGS
 LF1009
 LF1009                          STATION DESCRIPTION
 LF1009
 LF1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF1009'6.7 MI W FROM WATSON.
 LF1009'2.0 MILES WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF1009'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, THENCE
 LF1009'3.7 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 LF1009'A DIRT ROAD, IN LINE WITH A ROW OF TREES, 247.0 FEET NORTH
 LF1009'OF THE CENTER LINE OF THE EAST-WEST ROAD, 82.5 FEET SOUTHWEST
 LF1009'OF THE SOUTHWEST CORNER OF A FARMHOUSE, 29.0 FEET EAST OF THE
 LF1009'CENTER LINE OF THE NORTH-SOUTH ROAD, 22.0 FEET SOUTH OF THE
 LF1009'CENTER LINE OF A PRIVATE ROAD, 0.7 FOOT WEST OF A FENCE LINE,
 LF1009'1.0 FOOT NORTH OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A
 LF1009'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LF1009'NOTE-- THE WITNESS POST IS GONE.
 LF1009
 LF1009                          STATION RECOVERY (1961)
 LF1009
 LF1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0507 ***********************************************************************
 LF0507  DESIGNATION -  D 266
 LF0507  PID         -  LF0507
 LF0507  STATE/COUNTY-  NE/RICHARDSON
 LF0507  USGS QUAD   -  DAWSON (1965)
 LF0507
 LF0507                         *CURRENT SURVEY CONTROL
 LF0507  ___________________________________________________________________
 LF0507* NAD 83(1986)-  40 13 11.     (N)    095 45 59.     (W)     SCALED    
 LF0507* NAVD 88     -       294.738  (meters)     966.99   (feet)  ADJUSTED  
 LF0507  ___________________________________________________________________
 LF0507  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LF0507  DYNAMIC HT  -         294.577 (meters)     966.46  (feet)  COMP
 LF0507  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 LF0507
 LF0507  VERT ORDER  -  SECOND    CLASS 0
 LF0507
 LF0507.The horizontal coordinates were scaled from a topographic map and have
 LF0507.an estimated accuracy of +/- 6 seconds.
 LF0507
 LF0507.The orthometric height was determined by differential leveling
 LF0507.and adjusted by the National Geodetic Survey in June 1991..
 LF0507
 LF0507.The geoid height was determined by GEOID03.
 LF0507
 LF0507.The dynamic height is computed by dividing the NAVD 88
 LF0507.geopotential number by the normal gravity value computed on the
 LF0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0507.degrees latitude (g = 980.6199 gals.).
 LF0507
 LF0507.The modeled gravity was interpolated from observed gravity values.
 LF0507
 LF0507;                    North         East    Units  Estimated Accuracy
 LF0507;SPC NE       -    51,720.      860,190.      MT  (+/- 180 meters Scaled)
 LF0507
 LF0507                          SUPERSEDED SURVEY CONTROL
 LF0507
 LF0507  NGVD 29 (??/??/92)  294.663  (m)          966.74   (f) ADJ UNCH    2 0
 LF0507
 LF0507.Superseded values are not recommended for survey control.
 LF0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0507.See file dsdata.txt to determine how the superseded data were derived.
 LF0507
 LF0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE646558(NAD 83)
 LF0507_MARKER: DB = BENCH MARK DISK
 LF0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0507_STAMPING: D 266 1947
 LF0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0507+STABILITY: SURFACE MOTION
 LF0507
 LF0507  HISTORY     - Date     Condition        Report By
 LF0507  HISTORY     - 1947     MONUMENTED       CGS
 LF0507  HISTORY     - 1980     GOOD             LOCSUR
 LF0507
 LF0507                          STATION DESCRIPTION
 LF0507
 LF0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0507'0.8 MI SE FROM STELLA.
 LF0507'0.85 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0507'STATION AT STELLA, AT A NORTH-SOUTH CROSS ROAD, 75.0 FEET
 LF0507'NORTHEAST OF THE NORTHEAST RAIL (MEASURED FROM A POINT AT THE
 LF0507'CENTER OF THE ROAD CROSSING), 69.0 FEET SOUTH OF THE CENTER OF THE
 LF0507'EAST END OF A CONCRETE CULVERT WHICH IS UNDER THE NORTH-SOUTH ROAD,
 LF0507'30.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 29.0 FEET
 LF0507'NORTHEAST OF TELEPHONE POLE NO. 8, 1.8 FOOT SOUTH OF A REFERENCE
 LF0507'POST, SET IN A CONCRETE POST ABOUT 3 FEET BELOW THE TRACK AND
 LF0507'PROJECTING 0.3 FOOT.
 LF0507
 LF0507                          STATION RECOVERY (1980)
 LF0507
 LF0507'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0507'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0508 ***********************************************************************
 LF0508  DESIGNATION -  D 266 RESET
 LF0508  PID         -  LF0508
 LF0508  STATE/COUNTY-  NE/RICHARDSON
 LF0508  USGS QUAD   -  DAWSON (1965)
 LF0508
 LF0508                         *CURRENT SURVEY CONTROL
 LF0508  ___________________________________________________________________
 LF0508* NAD 83(1986)-  40 13 11.     (N)    095 45 59.     (W)     SCALED    
 LF0508* NAVD 88     -       294.66   (meters)     966.7    (feet)  RESET     
 LF0508  ___________________________________________________________________
 LF0508  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LF0508
 LF0508  VERT ORDER  -  THIRD
 LF0508
 LF0508.The horizontal coordinates were scaled from a topographic map and have
 LF0508.an estimated accuracy of +/- 6 seconds.
 LF0508
 LF0508.The orthometric height was computed from unverified reset data.
 LF0508
 LF0508.The geoid height was determined by GEOID03.
 LF0508
 LF0508;                    North         East    Units  Estimated Accuracy
 LF0508;SPC NE       -    51,720.      860,190.      MT  (+/- 180 meters Scaled)
 LF0508
 LF0508                          SUPERSEDED SURVEY CONTROL
 LF0508
 LF0508  NGVD 29 (??/??/??)  294.58   (m)          966.5    (f) RESET       3  
 LF0508
 LF0508.Superseded values are not recommended for survey control.
 LF0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0508.See file dsdata.txt to determine how the superseded data were derived.
 LF0508
 LF0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE646558(NAD 83)
 LF0508_MARKER: DB = BENCH MARK DISK
 LF0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0508_STAMPING: D 266 RESET 1968
 LF0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0508+STABILITY: SURFACE MOTION
 LF0508
 LF0508  HISTORY     - Date     Condition        Report By
 LF0508  HISTORY     - 1968     MONUMENTED       CGS
 LF0508
 LF0508                          STATION DESCRIPTION
 LF0508
 LF0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LF0508'0.8 MI SE FROM STELLA.
 LF0508'ABOUT 0.85 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 LF0508'THE STATION AT STELLA, AT A NORTH-SOUTH CROSSROAD, 133 FEET EAST
 LF0508'OF THE CENTER OF THE ROAD CROSSING, 42.5 FEET NORTHEAST OF THE
 LF0508'NORTHEAST RAIL OF RAILROAD TRACK, 13 FEET NORTHWEST OF A TELEGRAPH
 LF0508'POLE, 1.5 FEET NORTHWEST OF A METAL WTINESS POST, 1 FOOT SOUTHWEST
 LF0508'OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A ROUND CONCRETE
 LF0508'POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0634 ***********************************************************************
 LF0634  DESIGNATION -  D 267
 LF0634  PID         -  LF0634
 LF0634  STATE/COUNTY-  NE/RICHARDSON
 LF0634  USGS QUAD   -  FALLS CITY (1984)
 LF0634
 LF0634                         *CURRENT SURVEY CONTROL
 LF0634  ___________________________________________________________________
 LF0634* NAD 83(1986)-  40 04 32.     (N)    095 31 12.     (W)     SCALED    
 LF0634* NAVD 88     -       296.723  (meters)     973.50   (feet)  ADJUSTED  
 LF0634  ___________________________________________________________________
 LF0634  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LF0634  DYNAMIC HT  -         296.558 (meters)     972.96  (feet)  COMP
 LF0634  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 LF0634
 LF0634  VERT ORDER  -  SECOND    CLASS 0
 LF0634
 LF0634.The horizontal coordinates were scaled from a topographic map and have
 LF0634.an estimated accuracy of +/- 6 seconds.
 LF0634
 LF0634.The orthometric height was determined by differential leveling
 LF0634.and adjusted by the National Geodetic Survey in June 1991..
 LF0634
 LF0634.The geoid height was determined by GEOID03.
 LF0634
 LF0634.The dynamic height is computed by dividing the NAVD 88
 LF0634.geopotential number by the normal gravity value computed on the
 LF0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0634.degrees latitude (g = 980.6199 gals.).
 LF0634
 LF0634.The modeled gravity was interpolated from observed gravity values.
 LF0634
 LF0634;                    North         East    Units  Estimated Accuracy
 LF0634;SPC NE       -    36,790.      881,960.      MT  (+/- 180 meters Scaled)
 LF0634
 LF0634                          SUPERSEDED SURVEY CONTROL
 LF0634
 LF0634  NGVD 29 (??/??/92)  296.654  (m)          973.27   (f) ADJ UNCH    2 0
 LF0634
 LF0634.Superseded values are not recommended for survey control.
 LF0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0634.See file dsdata.txt to determine how the superseded data were derived.
 LF0634
 LF0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE851391(NAD 83)
 LF0634_MARKER: DB = BENCH MARK DISK
 LF0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0634_STAMPING: D 267 1947
 LF0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0634+STABILITY: SURFACE MOTION
 LF0634
 LF0634  HISTORY     - Date     Condition        Report By
 LF0634  HISTORY     - 1947     MONUMENTED       CGS
 LF0634  HISTORY     - 1982     GOOD             LOCSUR
 LF0634
 LF0634                          STATION DESCRIPTION
 LF0634
 LF0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0634'2.7 MI N FROM PRESTON.
 LF0634'2.7 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0634'AND QUINCY RAILROAD STATION AT PRESTON, 0.25 MILE NORTH OF AN
 LF0634'EAST-WEST CROSS ROAD, 123.0 FEET NORTH OF THE CENTER OF A PRIVATE
 LF0634'ROAD LEADING EAST TO A FARM HOUSE, 31.0 FEET EAST OF THE CENTER
 LF0634'OF THE MAIN ROAD, 29.5 FEET SOUTH OF A POINT IN LINE WITH A ROW
 LF0634'OF FIR TREES, 5.5 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH
 LF0634'A ROW OF TELEPHONE POLES, 3.5 FEET EAST OF THE EAST RIGHT OF WAY
 LF0634'FENCE, 1.8 FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE
 LF0634'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.
 LF0634
 LF0634                          STATION RECOVERY (1982)
 LF0634
 LF0634'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LF0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0477 ***********************************************************************
 LF0477  DESIGNATION -  D 268
 LF0477  PID         -  LF0477
 LF0477  STATE/COUNTY-  NE/RICHARDSON
 LF0477  USGS QUAD   -  RULO (1965)
 LF0477
 LF0477                         *CURRENT SURVEY CONTROL
 LF0477  ___________________________________________________________________
 LF0477* NAD 83(1986)-  40 04 37.     (N)    095 26 41.     (W)     SCALED    
 LF0477* NAVD 88     -       303.967  (meters)     997.27   (feet)  ADJUSTED  
 LF0477  ___________________________________________________________________
 LF0477  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LF0477  DYNAMIC HT  -         303.800 (meters)     996.72  (feet)  COMP
 LF0477  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 LF0477
 LF0477  VERT ORDER  -  SECOND    CLASS 0
 LF0477
 LF0477.The horizontal coordinates were scaled from a topographic map and have
 LF0477.an estimated accuracy of +/- 6 seconds.
 LF0477
 LF0477.The orthometric height was determined by differential leveling
 LF0477.and adjusted by the National Geodetic Survey in June 1991..
 LF0477
 LF0477.The geoid height was determined by GEOID03.
 LF0477
 LF0477.The dynamic height is computed by dividing the NAVD 88
 LF0477.geopotential number by the normal gravity value computed on the
 LF0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0477.degrees latitude (g = 980.6199 gals.).
 LF0477
 LF0477.The modeled gravity was interpolated from observed gravity values.
 LF0477
 LF0477;                    North         East    Units  Estimated Accuracy
 LF0477;SPC NE       -    37,280.      888,360.      MT  (+/- 180 meters Scaled)
 LF0477
 LF0477                          SUPERSEDED SURVEY CONTROL
 LF0477
 LF0477  NGVD 29 (??/??/92)  303.903  (m)          997.06   (f) ADJ UNCH    2 0
 LF0477
 LF0477.Superseded values are not recommended for survey control.
 LF0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0477.See file dsdata.txt to determine how the superseded data were derived.
 LF0477
 LF0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE915391(NAD 83)
 LF0477_MARKER: DB = BENCH MARK DISK
 LF0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0477_SP_SET: CULVERT
 LF0477_STAMPING: D 268 1947
 LF0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0477
 LF0477  HISTORY     - Date     Condition        Report By
 LF0477  HISTORY     - 1947     MONUMENTED       CGS
 LF0477
 LF0477                          STATION DESCRIPTION
 LF0477
 LF0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0477'3 MI NW FROM RULO.
 LF0477'1.1 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUNICY
 LF0477'RAILROAD FROM THE STATION AT RULO, THENCE 1.9 MILE NORTH ALONG
 LF0477'A GRAVEL AND DIRT ROAD, AT THE FOOT OF A HILL AND AT THE
 LF0477'CROSSING OF A RAVINE, 34.0 FEET EAST OF THE CENTER OF THE
 LF0477'ROAD, SET IN TOP OF THE NORTH END OF THE EAST HEAD WALL OF A
 LF0477'4 X 4 FOOT CONCRETE CULVERT UNDER THE ROAD AND ABOUT 3 FEET
 LF0477'BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0665 ***********************************************************************
 LF0665  DESIGNATION -  D 269
 LF0665  PID         -  LF0665
 LF0665  STATE/COUNTY-  NE/NEMAHA
 LF0665  USGS QUAD   -  PERU (1966)
 LF0665
 LF0665                         *CURRENT SURVEY CONTROL
 LF0665  ___________________________________________________________________
 LF0665* NAD 83(1986)-  40 28 31.     (N)    095 43 51.     (W)     SCALED    
 LF0665* NAVD 88     -       319.432  (meters)    1048.00   (feet)  ADJUSTED  
 LF0665  ___________________________________________________________________
 LF0665  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LF0665  DYNAMIC HT  -         319.263 (meters)    1047.45  (feet)  COMP
 LF0665  MODELED GRAV-     980,086.1   (mgal)                       NAVD 88
 LF0665
 LF0665  VERT ORDER  -  SECOND    CLASS 0
 LF0665
 LF0665.The horizontal coordinates were scaled from a topographic map and have
 LF0665.an estimated accuracy of +/- 6 seconds.
 LF0665
 LF0665.The orthometric height was determined by differential leveling
 LF0665.and adjusted by the National Geodetic Survey in June 1991..
 LF0665
 LF0665.The geoid height was determined by GEOID03.
 LF0665
 LF0665.The dynamic height is computed by dividing the NAVD 88
 LF0665.geopotential number by the normal gravity value computed on the
 LF0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0665.degrees latitude (g = 980.6199 gals.).
 LF0665
 LF0665.The modeled gravity was interpolated from observed gravity values.
 LF0665
 LF0665;                    North         East    Units  Estimated Accuracy
 LF0665;SPC NE       -    80,210.      861,810.      MT  (+/- 180 meters Scaled)
 LF0665
 LF0665                          SUPERSEDED SURVEY CONTROL
 LF0665
 LF0665  NGVD 29 (??/??/92)  319.343  (m)         1047.71   (f) ADJ UNCH    2 0
 LF0665
 LF0665.Superseded values are not recommended for survey control.
 LF0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0665.See file dsdata.txt to determine how the superseded data were derived.
 LF0665
 LF0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE685840(NAD 83)
 LF0665_MARKER: DB = BENCH MARK DISK
 LF0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0665_SP_SET: BUILDING
 LF0665_STAMPING: D 269 1947
 LF0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0665
 LF0665  HISTORY     - Date     Condition        Report By
 LF0665  HISTORY     - 1947     MONUMENTED       CGS
 LF0665
 LF0665                          STATION DESCRIPTION
 LF0665
 LF0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0665'AT PERU.
 LF0665'AT PERU, AT THE NEBRASKA STATE TEACHERS COLLEGE AND AT THE
 LF0665'SOUTHEAST CORNER OF THE BOYS DORMITORY BUILDING, 11.0 FEET
 LF0665'SOUTH OF THE SOUTH SIDE OF THE BRICK CANOPY AT THE EAST (MAIN)
 LF0665'ENTRANCE TO THE BUILDING, 3.6 FEET ABOVE THE TOP OF THE GROUND,
 LF0665'0.7 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, A DISK
 LF0665'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0093 ***********************************************************************
 LJ0093  DESIGNATION -  D 27
 LJ0093  PID         -  LJ0093
 LJ0093  STATE/COUNTY-  NE/FRONTIER
 LJ0093  USGS QUAD   -  CURTIS SW (1983)
 LJ0093
 LJ0093                         *CURRENT SURVEY CONTROL
 LJ0093  ___________________________________________________________________
 LJ0093* NAD 83(1986)-  40 30 01.     (N)    100 38 50.     (W)     SCALED    
 LJ0093* NAVD 88     -       868.417  (meters)    2849.13   (feet)  ADJUSTED  
 LJ0093  ___________________________________________________________________
 LJ0093  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 LJ0093  DYNAMIC HT  -         867.860 (meters)    2847.30  (feet)  COMP
 LJ0093  MODELED GRAV-     979,954.1   (mgal)                       NAVD 88
 LJ0093
 LJ0093  VERT ORDER  -  SECOND    CLASS 0
 LJ0093
 LJ0093.The horizontal coordinates were scaled from a topographic map and have
 LJ0093.an estimated accuracy of +/- 6 seconds.
 LJ0093
 LJ0093.The orthometric height was determined by differential leveling
 LJ0093.and adjusted by the National Geodetic Survey in June 1991..
 LJ0093
 LJ0093.The geoid height was determined by GEOID03.
 LJ0093
 LJ0093.The dynamic height is computed by dividing the NAVD 88
 LJ0093.geopotential number by the normal gravity value computed on the
 LJ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0093.degrees latitude (g = 980.6199 gals.).
 LJ0093
 LJ0093.The modeled gravity was interpolated from observed gravity values.
 LJ0093
 LJ0093;                    North         East    Units  Estimated Accuracy
 LJ0093;SPC NE       -    74,260.      445,150.      MT  (+/- 180 meters Scaled)
 LJ0093
 LJ0093                          SUPERSEDED SURVEY CONTROL
 LJ0093
 LJ0093  NGVD 29 (??/??/92)  868.080  (m)         2848.03   (f) ADJ UNCH    2 0
 LJ0093
 LJ0093.Superseded values are not recommended for survey control.
 LJ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0093.See file dsdata.txt to determine how the superseded data were derived.
 LJ0093
 LJ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK604845(NAD 83)
 LJ0093_MARKER: DB = BENCH MARK DISK
 LJ0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0093_STAMPING: D 23 1934
 LJ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0093+STABILITY: SURFACE MOTION
 LJ0093
 LJ0093  HISTORY     - Date     Condition        Report By
 LJ0093  HISTORY     - 1934     MONUMENTED       CGS
 LJ0093  HISTORY     - 1954     GOOD             USGS
 LJ0093  HISTORY     - 1967     MARK NOT FOUND   USGS
 LJ0093
 LJ0093                          STATION DESCRIPTION
 LJ0093
 LJ0093'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0093'11.2 MI S FROM MAYWOOD.
 LJ0093'11.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MAYWOOD, FRONTIER
 LJ0093'COUNTY, 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1690
 LJ0093'FEET NORTH OF CROSSROADS, AND 12 FEET WEST OF THE RIGHT-OF-WAY
 LJ0093'FENCE.  A STANDARD DISK, STAMPED D 23 1934 AND SET IN THE
 LJ0093'TOP OF A CONCRETE POST.  NOTE-- THE BENCH MARK IS ERRONEOUSLY
 LJ0093'STAMPED D 23 1934.
 LJ0093
 LJ0093                          STATION RECOVERY (1967)
 LJ0093
 LJ0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LJ0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0274 ***********************************************************************
 LH0274  DESIGNATION -  D 270
 LH0274  PID         -  LH0274
 LH0274  STATE/COUNTY-  NE/ADAMS
 LH0274  USGS QUAD   -  BLUE HILL (1969)
 LH0274
 LH0274                         *CURRENT SURVEY CONTROL
 LH0274  ___________________________________________________________________
 LH0274* NAD 83(1986)-  40 21 55.     (N)    098 27 15.     (W)     SCALED    
 LH0274* NAVD 88     -       592.000  (meters)    1942.25   (feet)  ADJUSTED  
 LH0274  ___________________________________________________________________
 LH0274  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 LH0274  DYNAMIC HT  -         591.655 (meters)    1941.12  (feet)  COMP
 LH0274  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 LH0274
 LH0274  VERT ORDER  -  FIRST     CLASS II
 LH0274
 LH0274.The horizontal coordinates were scaled from a topographic map and have
 LH0274.an estimated accuracy of +/- 6 seconds.
 LH0274
 LH0274.The orthometric height was determined by differential leveling
 LH0274.and adjusted by the National Geodetic Survey in June 1991..
 LH0274
 LH0274.The geoid height was determined by GEOID03.
 LH0274
 LH0274.The dynamic height is computed by dividing the NAVD 88
 LH0274.geopotential number by the normal gravity value computed on the
 LH0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0274.degrees latitude (g = 980.6199 gals.).
 LH0274
 LH0274.The modeled gravity was interpolated from observed gravity values.
 LH0274
 LH0274;                    North         East    Units  Estimated Accuracy
 LH0274;SPC NE       -    60,240.      631,270.      MT  (+/- 180 meters Scaled)
 LH0274
 LH0274                          SUPERSEDED SURVEY CONTROL
 LH0274
 LH0274  NGVD 29 (??/??/92)  591.774  (m)         1941.51   (f) ADJ UNCH    1 2
 LH0274
 LH0274.Superseded values are not recommended for survey control.
 LH0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0274.See file dsdata.txt to determine how the superseded data were derived.
 LH0274
 LH0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK463684(NAD 83)
 LH0274_MARKER: DB = BENCH MARK DISK
 LH0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0274_STAMPING: D 270 1947
 LH0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0274+STABILITY: SURFACE MOTION
 LH0274
 LH0274  HISTORY     - Date     Condition        Report By
 LH0274  HISTORY     - 1947     MONUMENTED       CGS
 LH0274  HISTORY     - 1981     GOOD             NGS
 LH0274
 LH0274                          STATION DESCRIPTION
 LH0274
 LH0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0274'2.2 MI N FROM BLUE HILL.
 LH0274'2.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0274'FROM THE STATION AT BLUE HILL, AT A ROAD CROSSING, 156.0 FEET
 LH0274'NORTH OF THE CENTER LINE OF THE ROAD, 107.1 FEET NORTHWEST OF THE
 LH0274'FOURTH POLE NORTH OF MILEPOST 17, 34.6 FEET WEST OF THE WEST
 LH0274'RAIL, 3.0 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT EAST OF A
 LH0274'FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT
 LH0274'ABOVE THE SURFACE OF THE GROUND.
 LH0274
 LH0274                          STATION RECOVERY (1981)
 LH0274
 LH0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0274'EXCEPT THE OLD POLE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1409 ***********************************************************************
 NM1409  DESIGNATION -  D 271
 NM1409  PID         -  NM1409
 NM1409  STATE/COUNTY-  NE/KNOX
 NM1409  USGS QUAD   -  BON HOMME COLONY (1974)
 NM1409
 NM1409                         *CURRENT SURVEY CONTROL
 NM1409  ___________________________________________________________________
 NM1409* NAD 83(1986)-  42 45 25.     (N)    097 39 46.     (W)     SCALED    
 NM1409* NAVD 88     -       502.370  (meters)    1648.19   (feet)  ADJUSTED  
 NM1409  ___________________________________________________________________
 NM1409  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 NM1409  DYNAMIC HT  -         502.200 (meters)    1647.63  (feet)  COMP
 NM1409  MODELED GRAV-     980,266.9   (mgal)                       NAVD 88
 NM1409
 NM1409  VERT ORDER  -  SECOND    CLASS 0
 NM1409
 NM1409.The horizontal coordinates were scaled from a topographic map and have
 NM1409.an estimated accuracy of +/- 6 seconds.
 NM1409
 NM1409.The orthometric height was determined by differential leveling
 NM1409.and adjusted by the National Geodetic Survey in June 1991..
 NM1409
 NM1409.The geoid height was determined by GEOID03.
 NM1409
 NM1409.The dynamic height is computed by dividing the NAVD 88
 NM1409.geopotential number by the normal gravity value computed on the
 NM1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1409.degrees latitude (g = 980.6199 gals.).
 NM1409
 NM1409.The modeled gravity was interpolated from observed gravity values.
 NM1409
 NM1409;                    North         East    Units  Estimated Accuracy
 NM1409;SPC NE       -   327,210.      691,290.      MT  (+/- 180 meters Scaled)
 NM1409
 NM1409                          SUPERSEDED SURVEY CONTROL
 NM1409
 NM1409  NGVD 29 (??/??/92)  502.142  (m)         1647.44   (f) ADJ UNCH    2 0
 NM1409
 NM1409.Superseded values are not recommended for survey control.
 NM1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1409.See file dsdata.txt to determine how the superseded data were derived.
 NM1409
 NM1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN094346(NAD 83)
 NM1409_MARKER: DB = BENCH MARK DISK
 NM1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1409_STAMPING: D 271 1949
 NM1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1409+STABILITY: SURFACE MOTION
 NM1409
 NM1409  HISTORY     - Date     Condition        Report By
 NM1409  HISTORY     - 1949     MONUMENTED       CGS
 NM1409
 NM1409                          STATION DESCRIPTION
 NM1409
 NM1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1409'10 MI NW FROM CROFTON.
 NM1409'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH STATE
 NM1409'HIGHWAY 12 AT CROFTON, THENCE 7.0 MILES WEST ALONG STATE
 NM1409'HIGHWAY 12, THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, AT A DIRT
 NM1409'CROSSROAD ON THE CREST OF A HILL, 133 FEET NORTH OF THE CENTER
 NM1409'LINE OF A DIRT ROAD LEADING WEST, 28 FEET WEST OF THE CENTER
 NM1409'LINE OF NORTH-SOUTH ROAD, 1.4 FEET NORTH OF A REFERENCE POST, SET
 NM1409'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1410 ***********************************************************************
 NM1410  DESIGNATION -  D 271 RESET
 NM1410  PID         -  NM1410
 NM1410  STATE/COUNTY-  NE/KNOX
 NM1410  USGS QUAD   -  BON HOMME COLONY (1974)
 NM1410
 NM1410                         *CURRENT SURVEY CONTROL
 NM1410  ___________________________________________________________________
 NM1410* NAD 83(1986)-  42 45 25.     (N)    097 39 46.     (W)     SCALED    
 NM1410* NAVD 88     -       500.57   (meters)    1642.3    (feet)  RESET     
 NM1410  ___________________________________________________________________
 NM1410  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 NM1410
 NM1410  VERT ORDER  -  THIRD
 NM1410
 NM1410.The horizontal coordinates were scaled from a topographic map and have
 NM1410.an estimated accuracy of +/- 6 seconds.
 NM1410
 NM1410.The orthometric height was computed from unverified reset data.
 NM1410.No vertical observational check was made to the station.
 NM1410
 NM1410.The geoid height was determined by GEOID03.
 NM1410
 NM1410;                    North         East    Units  Estimated Accuracy
 NM1410;SPC NE       -   327,210.      691,290.      MT  (+/- 180 meters Scaled)
 NM1410
 NM1410                          SUPERSEDED SURVEY CONTROL
 NM1410
 NM1410.No superseded survey control is available for this station.
 NM1410
 NM1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN094346(NAD 83)
 NM1410_MARKER: DB = BENCH MARK DISK
 NM1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1410_STAMPING: D 271 1949 RESET 1956
 NM1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1410+STABILITY: SURFACE MOTION
 NM1410
 NM1410  HISTORY     - Date     Condition        Report By
 NM1410  HISTORY     - 1956     MONUMENTED       LOCENG
 NM1410  HISTORY     - 1966     MARK NOT FOUND   USGS
 NM1410
 NM1410                          STATION DESCRIPTION
 NM1410
 NM1410'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 NM1410'10 MI NW FROM CROFTON.
 NM1410'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH STATE
 NM1410'HIGHWAY 12 AT CROFTON, 7 MILES WEST ALONG STATE HIGHWAY 12, 2
 NM1410'MILES NORTH ALONG A DIRT ROAD TO A CROWSROAD ON THE CREST OF A
 NM1410'HILL, 133 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD LEADING
 NM1410'WEST, 28 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 1.4
 NM1410'FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM1410'PROJECTING 6 INCHES.
 NM1410
 NM1410                          STATION RECOVERY (1966)
 NM1410
 NM1410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM1410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1498 ***********************************************************************
 NM1498  DESIGNATION -  D 272
 NM1498  PID         -  NM1498
 NM1498  STATE/COUNTY-  NE/KNOX
 NM1498  USGS QUAD   -  SANTEE (1978)
 NM1498
 NM1498                         *CURRENT SURVEY CONTROL
 NM1498  ___________________________________________________________________
 NM1498* NAD 83(1986)-  42 51 20.     (N)    097 50 16.     (W)     SCALED    
 NM1498* NAVD 88     -       366.667  (meters)    1202.97   (feet)  ADJUSTED  
 NM1498  ___________________________________________________________________
 NM1498  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 NM1498  DYNAMIC HT  -         366.545 (meters)    1202.57  (feet)  COMP
 NM1498  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 NM1498
 NM1498  VERT ORDER  -  SECOND    CLASS 0
 NM1498
 NM1498.The horizontal coordinates were scaled from a topographic map and have
 NM1498.an estimated accuracy of +/- 6 seconds.
 NM1498
 NM1498.The orthometric height was determined by differential leveling
 NM1498.and adjusted by the National Geodetic Survey in June 1991..
 NM1498
 NM1498.The geoid height was determined by GEOID03.
 NM1498
 NM1498.The dynamic height is computed by dividing the NAVD 88
 NM1498.geopotential number by the normal gravity value computed on the
 NM1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1498.degrees latitude (g = 980.6199 gals.).
 NM1498
 NM1498.The modeled gravity was interpolated from observed gravity values.
 NM1498
 NM1498;                    North         East    Units  Estimated Accuracy
 NM1498;SPC NE       -   337,790.      676,690.      MT  (+/- 180 meters Scaled)
 NM1498
 NM1498                          SUPERSEDED SURVEY CONTROL
 NM1498
 NM1498  NGVD 29 (??/??/92)  366.443  (m)         1202.24   (f) ADJ UNCH    2 0
 NM1498
 NM1498.Superseded values are not recommended for survey control.
 NM1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1498.See file dsdata.txt to determine how the superseded data were derived.
 NM1498
 NM1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN949454(NAD 83)
 NM1498_MARKER: DB = BENCH MARK DISK
 NM1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1498_STAMPING: D 272 1949
 NM1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1498+STABILITY: SURFACE MOTION
 NM1498
 NM1498  HISTORY     - Date     Condition        Report By
 NM1498  HISTORY     - 1949     MONUMENTED       CGS
 NM1498
 NM1498                          STATION DESCRIPTION
 NM1498
 NM1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1498'1.5 MI NE FROM SANTEE.
 NM1498'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY
 NM1498'HALL AT SANTEE, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE
 NM1498'0.6 MILE EAST ALONG A DIRT ROAD, 57 YARDS (PACED) NORTHWEST OF
 NM1498'THE NORTHWEST CORNER OF THE CLARK DOTTERS RESIDENCE, ABOUT 450
 NM1498'FEET NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF A
 NM1498'T FENCE CORNER, 1.5 FEET EAST OF A FENCE LINE, 1.5 FEET WEST OF
 NM1498'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1498'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0089 ***********************************************************************
 NN0089  DESIGNATION -  D 273
 NN0089  PID         -  NN0089
 NN0089  STATE/COUNTY-  NE/BOYD
 NN0089  USGS QUAD   -  MARTY (1974)
 NN0089
 NN0089                         *CURRENT SURVEY CONTROL
 NN0089  ___________________________________________________________________
 NN0089* NAD 83(1986)-  42 55 50.     (N)    098 27 31.     (W)     SCALED    
 NN0089* NAVD 88     -       412.056  (meters)    1351.89   (feet)  ADJUSTED  
 NN0089  ___________________________________________________________________
 NN0089  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 NN0089  DYNAMIC HT  -         411.918 (meters)    1351.43  (feet)  COMP
 NN0089  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 NN0089
 NN0089  VERT ORDER  -  SECOND    CLASS 0
 NN0089
 NN0089.The horizontal coordinates were scaled from a topographic map and have
 NN0089.an estimated accuracy of +/- 6 seconds.
 NN0089
 NN0089.The orthometric height was determined by differential leveling
 NN0089.and adjusted by the National Geodetic Survey in June 1991..
 NN0089
 NN0089.The geoid height was determined by GEOID03.
 NN0089
 NN0089.The dynamic height is computed by dividing the NAVD 88
 NN0089.geopotential number by the normal gravity value computed on the
 NN0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0089.degrees latitude (g = 980.6199 gals.).
 NN0089
 NN0089.The modeled gravity was interpolated from observed gravity values.
 NN0089
 NN0089;                    North         East    Units  Estimated Accuracy
 NN0089;SPC NE       -   345,030.      625,820.      MT  (+/- 180 meters Scaled)
 NN0089
 NN0089                          SUPERSEDED SURVEY CONTROL
 NN0089
 NN0089  NGVD 29 (??/??/92)  411.786  (m)         1351.00   (f) ADJ UNCH    2 0
 NN0089
 NN0089.Superseded values are not recommended for survey control.
 NN0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0089.See file dsdata.txt to determine how the superseded data were derived.
 NN0089
 NN0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN441532(NAD 83)
 NN0089_MARKER: DB = BENCH MARK DISK
 NN0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0089_STAMPING: D 273 1949
 NN0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0089+STABILITY: SURFACE MOTION
 NN0089
 NN0089  HISTORY     - Date     Condition        Report By
 NN0089  HISTORY     - 1949     MONUMENTED       CGS
 NN0089
 NN0089                          STATION DESCRIPTION
 NN0089
 NN0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0089'8.6 MI NE FROM LYNCH.
 NN0089'7.5 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT LYNCH,
 NN0089'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, AT THE SUMMIT OF A HILL,
 NN0089'0.2 MILE NORTHEAST OF A FARMHOUSE AT THE FOOT OF THE HILL AND ON
 NN0089'THE NORTH SIDE OF THE ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 NN0089'LEADING SOUTHWEST AND SOUTHEAST, 27.0 FEET NORTHWEST OF THE CENTER
 NN0089'LINE OF THE ROAD, 28.0 FEET SOUTHWEST OF A CORNER FENCE POST AT AN
 NN0089'ANGLE IN THE FENCE, 2.4 FEET SOUTHEAST OF THE FENCE, 1.2 FEET
 NN0089'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NN0089'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0694 ***********************************************************************
 NM0694  DESIGNATION -  D 274
 NM0694  PID         -  NM0694
 NM0694  STATE/COUNTY-  NE/DIXON
 NM0694  USGS QUAD   -  CONCORD (1967)
 NM0694
 NM0694                         *CURRENT SURVEY CONTROL
 NM0694  ___________________________________________________________________
 NM0694* NAD 83(1986)-  42 24 24.     (N)    096 59 52.     (W)     SCALED    
 NM0694* NAVD 88     -       443.311  (meters)    1454.43   (feet)  ADJUSTED  
 NM0694  ___________________________________________________________________
 NM0694  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 NM0694  DYNAMIC HT  -         443.166 (meters)    1453.95  (feet)  COMP
 NM0694  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 NM0694
 NM0694  VERT ORDER  -  SECOND    CLASS 0
 NM0694
 NM0694.The horizontal coordinates were scaled from a topographic map and have
 NM0694.an estimated accuracy of +/- 6 seconds.
 NM0694
 NM0694.The orthometric height was determined by differential leveling
 NM0694.and adjusted by the National Geodetic Survey in June 1991..
 NM0694
 NM0694.The geoid height was determined by GEOID03.
 NM0694
 NM0694.The dynamic height is computed by dividing the NAVD 88
 NM0694.geopotential number by the normal gravity value computed on the
 NM0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0694.degrees latitude (g = 980.6199 gals.).
 NM0694
 NM0694.The modeled gravity was interpolated from observed gravity values.
 NM0694
 NM0694;                    North         East    Units  Estimated Accuracy
 NM0694;SPC NE       -   290,010.      747,040.      MT  (+/- 180 meters Scaled)
 NM0694
 NM0694                          SUPERSEDED SURVEY CONTROL
 NM0694
 NM0694  NGVD 29 (??/??/92)  443.127  (m)         1453.83   (f) ADJ UNCH    2 0
 NM0694
 NM0694.Superseded values are not recommended for survey control.
 NM0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0694.See file dsdata.txt to determine how the superseded data were derived.
 NM0694
 NM0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM647968(NAD 83)
 NM0694_MARKER: DB = BENCH MARK DISK
 NM0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0694_STAMPING: D 274 1949
 NM0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0694+STABILITY: SURFACE MOTION
 NM0694
 NM0694  HISTORY     - Date     Condition        Report By
 NM0694  HISTORY     - 1949     MONUMENTED       CGS
 NM0694
 NM0694                          STATION DESCRIPTION
 NM0694
 NM0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0694'0.6 MI S FROM DIXON.
 NM0694'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON
 NM0694'AND QUINCY RAILROAD STATION AT DIXON, THENCE 0.55 MILE SOUTH
 NM0694'ALONG STATE HIGHWAY 116, AT THE FARM HOME OF C.J. MILLS, 168
 NM0694'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 27.5 FEET SOUTHEAST
 NM0694'OF THE SOUTHEAST CORNER OF THE HOUSE, 37.0 FEET SOUTH OF
 NM0694'THE CENTER OF THE EAST GATE OF THE YARD FENCE, 10.0 FEET
 NM0694'NORTH OF THE SOUTHEAST CORNER POST OF THE YARD FENCE, 1.2 FEET
 NM0694'EAST OF THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0694'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1060 ***********************************************************************
 NM1060  DESIGNATION -  D 275
 NM1060  PID         -  NM1060
 NM1060  STATE/COUNTY-  NE/CEDAR
 NM1060  USGS QUAD   -  MECKLING (1994)
 NM1060
 NM1060                         *CURRENT SURVEY CONTROL
 NM1060  ___________________________________________________________________
 NM1060* NAD 83(1986)-  42 45 53.     (N)    097 06 38.     (W)     SCALED    
 NM1060* NAVD 88     -       357.191  (meters)    1171.88   (feet)  ADJUSTED  
 NM1060  ___________________________________________________________________
 NM1060  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 NM1060  DYNAMIC HT  -         357.084 (meters)    1171.53  (feet)  COMP
 NM1060  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 NM1060
 NM1060  VERT ORDER  -  SECOND    CLASS 0
 NM1060
 NM1060.The horizontal coordinates were scaled from a topographic map and have
 NM1060.an estimated accuracy of +/- 6 seconds.
 NM1060
 NM1060.The orthometric height was determined by differential leveling
 NM1060.and adjusted by the National Geodetic Survey in June 1991..
 NM1060
 NM1060.The geoid height was determined by GEOID03.
 NM1060
 NM1060.The dynamic height is computed by dividing the NAVD 88
 NM1060.geopotential number by the normal gravity value computed on the
 NM1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1060.degrees latitude (g = 980.6199 gals.).
 NM1060
 NM1060.The modeled gravity was interpolated from observed gravity values.
 NM1060
 NM1060;                    North         East    Units  Estimated Accuracy
 NM1060;SPC NE       -   329,440.      736,440.      MT  (+/- 180 meters Scaled)
 NM1060
 NM1060                          SUPERSEDED SURVEY CONTROL
 NM1060
 NM1060  NGVD 29 (??/??/92)  356.984  (m)         1171.20   (f) ADJ UNCH    2 0
 NM1060
 NM1060.Superseded values are not recommended for survey control.
 NM1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1060.See file dsdata.txt to determine how the superseded data were derived.
 NM1060
 NM1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN545364(NAD 83)
 NM1060_MARKER: DB = BENCH MARK DISK
 NM1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1060_STAMPING: D 275 1949
 NM1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1060+STABILITY: SURFACE MOTION
 NM1060
 NM1060  HISTORY     - Date     Condition        Report By
 NM1060  HISTORY     - 1949     MONUMENTED       CGS
 NM1060
 NM1060                          STATION DESCRIPTION
 NM1060
 NM1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1060'5 MI E FROM WYNOT.
 NM1060'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1060'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1060'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1060'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1060'ROAD, THENCE 2.5 MILES EAST ALONG A GRADED DIRT ROAD, 122 FEET
 NM1060'NORTHWEST OF THE CENTER LINE OF AN EAST AND WEST ROAD, 26 FEET
 NM1060'SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHWEST,
 NM1060'19.3 FEET NORTH OF A 20 INCH OAK TREE WITH A TRIANGULAR BLAZE AND
 NM1060'ITS EAST SIDE, 7.2 FEET WEST OF A FENCE, 1.7 FEET EAST OF A
 NM1060'WITNESS POST, SET IN THE TOP OF A 5.5 FOOT CONCRETE POST WHICH
 NM1060'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0874 ***********************************************************************
 NM0874  DESIGNATION -  D 276
 NM0874  PID         -  NM0874
 NM0874  STATE/COUNTY-  NE/DIXON
 NM0874  USGS QUAD   -  BURBANK (1994)
 NM0874
 NM0874                         *CURRENT SURVEY CONTROL
 NM0874  ___________________________________________________________________
 NM0874* NAD 83(1986)-  42 38 46.     (N)    096 45 05.     (W)     SCALED    
 NM0874* NAVD 88     -       347.114  (meters)    1138.82   (feet)  ADJUSTED  
 NM0874  ___________________________________________________________________
 NM0874  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 NM0874  DYNAMIC HT  -         347.009 (meters)    1138.48  (feet)  COMP
 NM0874  MODELED GRAV-     980,307.2   (mgal)                       NAVD 88
 NM0874
 NM0874  VERT ORDER  -  SECOND    CLASS 0
 NM0874
 NM0874.The horizontal coordinates were scaled from a topographic map and have
 NM0874.an estimated accuracy of +/- 6 seconds.
 NM0874
 NM0874.The orthometric height was determined by differential leveling
 NM0874.and adjusted by the National Geodetic Survey in June 1991..
 NM0874
 NM0874.The geoid height was determined by GEOID03.
 NM0874
 NM0874.The dynamic height is computed by dividing the NAVD 88
 NM0874.geopotential number by the normal gravity value computed on the
 NM0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0874.degrees latitude (g = 980.6199 gals.).
 NM0874
 NM0874.The modeled gravity was interpolated from observed gravity values.
 NM0874
 NM0874;                    North         East    Units  Estimated Accuracy
 NM0874;SPC NE       -   317,320.      766,310.      MT  (+/- 180 meters Scaled)
 NM0874
 NM0874                          SUPERSEDED SURVEY CONTROL
 NM0874
 NM0874  NGVD 29 (??/??/92)  346.934  (m)         1138.23   (f) ADJ UNCH    2 0
 NM0874
 NM0874.Superseded values are not recommended for survey control.
 NM0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0874.See file dsdata.txt to determine how the superseded data were derived.
 NM0874
 NM0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN843239(NAD 83)
 NM0874_MARKER: DB = BENCH MARK DISK
 NM0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0874_STAMPING: D 276 1949
 NM0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0874+STABILITY: SURFACE MOTION
 NM0874
 NM0874  HISTORY     - Date     Condition        Report By
 NM0874  HISTORY     - 1949     MONUMENTED       CGS
 NM0874  HISTORY     - 20040309 MARK NOT FOUND   DUCKS
 NM0874
 NM0874                          STATION DESCRIPTION
 NM0874
 NM0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0874'7 MI NW FROM PONCA.
 NM0874'1.9 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE NORTHEAST CORNER
 NM0874'OF THE CITY PARK AT PONCA, THENCE 0.3 MILE WEST ALONG A GRAVELED
 NM0874'ROAD, THENCE 1.55 MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE
 NM0874'0.4 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 2.9 MILES NORTH
 NM0874'ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF MYNOR NORTHRUP, 58
 NM0874'FEET NORTHWEST OF THE CENTER LINE OF AN EAST-WEST ROAD, 51.0 FEET
 NM0874'NORTHWEST OF THE NORTH CORNER OF A SMALL WOODEN BRIDGE, 48 FEET
 NM0874'EAST OF THE EXTENDED CENTER LINE OF A T ROAD LEADING SOUTH, 32.0
 NM0874'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 35.7 FEET
 NM0874'WEST OF A 24-INCH WALNUT TREE, 9.0 FEET EAST OF A 24-INCH ELM
 NM0874'TREE, 1.0 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT
 NM0874'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0874
 NM0874                          STATION RECOVERY (2004)
 NM0874
 NM0874'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (GLJ)
 NM0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0096 ***********************************************************************
 NN0096  DESIGNATION -  D 277
 NN0096  PID         -  NN0096
 NN0096  STATE/COUNTY-  NE/KNOX
 NN0096  USGS QUAD   -  VERDEL (1950)
 NN0096
 NN0096                         *CURRENT SURVEY CONTROL
 NN0096  ___________________________________________________________________
 NN0096* NAD 83(1986)-  42 50 52.     (N)    098 13 43.     (W)     SCALED    
 NN0096* NAVD 88     -       408.724  (meters)    1340.96   (feet)  ADJUSTED  
 NN0096  ___________________________________________________________________
 NN0096  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 NN0096  DYNAMIC HT  -         408.587 (meters)    1340.51  (feet)  COMP
 NN0096  MODELED GRAV-     980,272.8   (mgal)                       NAVD 88
 NN0096
 NN0096  VERT ORDER  -  SECOND    CLASS 0
 NN0096
 NN0096.The horizontal coordinates were scaled from a topographic map and have
 NN0096.an estimated accuracy of +/- 6 seconds.
 NN0096
 NN0096.The orthometric height was determined by differential leveling
 NN0096.and adjusted by the National Geodetic Survey in June 1991..
 NN0096
 NN0096.The geoid height was determined by GEOID03.
 NN0096
 NN0096.The dynamic height is computed by dividing the NAVD 88
 NN0096.geopotential number by the normal gravity value computed on the
 NN0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0096.degrees latitude (g = 980.6199 gals.).
 NN0096
 NN0096.The modeled gravity was interpolated from observed gravity values.
 NN0096
 NN0096;                    North         East    Units  Estimated Accuracy
 NN0096;SPC NE       -   336,190.      644,780.      MT  (+/- 180 meters Scaled)
 NN0096
 NN0096                          SUPERSEDED SURVEY CONTROL
 NN0096
 NN0096  NGVD 29 (??/??/92)  408.484  (m)         1340.17   (f) ADJ UNCH    2 0
 NN0096
 NN0096.Superseded values are not recommended for survey control.
 NN0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0096.See file dsdata.txt to determine how the superseded data were derived.
 NN0096
 NN0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN630442(NAD 83)
 NN0096_MARKER: DB = BENCH MARK DISK
 NN0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0096_STAMPING: D 277 1949
 NN0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0096+STABILITY: SURFACE MOTION
 NN0096
 NN0096  HISTORY     - Date     Condition        Report By
 NN0096  HISTORY     - 1949     MONUMENTED       CGS
 NN0096  HISTORY     - 1950     GOOD             NGS
 NN0096
 NN0096                          STATION DESCRIPTION
 NN0096
 NN0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0096'5.2 MI NW FROM VERDEL.
 NN0096'2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0096'THE STATION AT VERDEL, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD,
 NN0096'THENCE 0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE 1.05 MILES
 NN0096'NORTHWESTERLY ALONG AN ABANDONED ROAD, ALONG A NORTHEAST-SOUTHWEST
 NN0096'RIDGE, AT AN ANGLE IN THE FENCE, 8 FEET NORTHWEST OF THE CENTER LINE
 NN0096'OF THE ROAD, 1.0 FOOT SOUTHEAST OF THE NORTHEAST-SOUTHWEST FENCE,
 NN0096'4.0 FEET WEST OF A POINT IN LINE WITH THE NORTH-SOUTH FENCE, 9.0
 NN0096'FEET SOUTHWEST OF THE CORNER FENCE POST, 2.6 FEET SOUTHWEST OF A
 NN0096'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE
 NN0096'GROUND.
 NN0096
 NN0096                          STATION RECOVERY (1950)
 NN0096
 NN0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 NN0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0486 ***********************************************************************
 NM0486  DESIGNATION -  D 278
 NM0486  PID         -  NM0486
 NM0486  STATE/COUNTY-  NE/THURSTON
 NM0486  USGS QUAD   -  WALTHILL (1966)
 NM0486
 NM0486                         *CURRENT SURVEY CONTROL
 NM0486  ___________________________________________________________________
 NM0486* NAD 83(1986)-  42 13 59.     (N)    096 24 07.     (W)     SCALED    
 NM0486* NAVD 88     -       434.858  (meters)    1426.70   (feet)  ADJUSTED  
 NM0486  ___________________________________________________________________
 NM0486  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 NM0486  DYNAMIC HT  -         434.715 (meters)    1426.23  (feet)  COMP
 NM0486  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 NM0486
 NM0486  VERT ORDER  -  SECOND    CLASS 0
 NM0486
 NM0486.The horizontal coordinates were scaled from a topographic map and have
 NM0486.an estimated accuracy of +/- 6 seconds.
 NM0486
 NM0486.The orthometric height was determined by differential leveling
 NM0486.and adjusted by the National Geodetic Survey in June 1991..
 NM0486
 NM0486.The geoid height was determined by GEOID03.
 NM0486
 NM0486.The dynamic height is computed by dividing the NAVD 88
 NM0486.geopotential number by the normal gravity value computed on the
 NM0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0486.degrees latitude (g = 980.6199 gals.).
 NM0486
 NM0486.The modeled gravity was interpolated from observed gravity values.
 NM0486
 NM0486;                    North         East    Units  Estimated Accuracy
 NM0486;SPC NE       -   272,620.      796,850.      MT  (+/- 180 meters Scaled)
 NM0486
 NM0486                          SUPERSEDED SURVEY CONTROL
 NM0486
 NM0486  NGVD 29 (??/??/92)  434.706  (m)         1426.20   (f) ADJ UNCH    2 0
 NM0486
 NM0486.Superseded values are not recommended for survey control.
 NM0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0486.See file dsdata.txt to determine how the superseded data were derived.
 NM0486
 NM0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM143789(NAD 83)
 NM0486_MARKER: DB = BENCH MARK DISK
 NM0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0486_STAMPING: D 278 1949
 NM0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0486+STABILITY: SURFACE MOTION
 NM0486
 NM0486  HISTORY     - Date     Condition        Report By
 NM0486  HISTORY     - 1949     MONUMENTED       CGS
 NM0486
 NM0486                          STATION DESCRIPTION
 NM0486
 NM0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0486'3.7 MI NE FROM WINNEBAGO.
 NM0486'0.1 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE HOSPITAL AT
 NM0486'WINNEBAGO, THENCE 3.6 MILES EAST ALONG A GRADED DIRT ROAD, 0.1
 NM0486'MILE EAST OF A T ROAD LEADING SOUTH, 43 FEET NORTH OF THE CENTER
 NM0486'LINE OF AN EAST-WEST ROAD, 2.0 FEET SOUTH OF A REFERENCE POST,
 NM0486'ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 NM0486'A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0075 ***********************************************************************
 LH0075  DESIGNATION -  D 279
 LH0075  PID         -  LH0075
 LH0075  STATE/COUNTY-  NE/HALL
 LH0075  USGS QUAD   -  ABBOTT (1993)
 LH0075
 LH0075                         *CURRENT SURVEY CONTROL
 LH0075  ___________________________________________________________________
 LH0075* NAD 83(1986)-  40 53 37.     (N)    098 24 53.     (W)     SCALED    
 LH0075* NAVD 88     -       576.496  (meters)    1891.39   (feet)  ADJUSTED  
 LH0075  ___________________________________________________________________
 LH0075  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 LH0075  DYNAMIC HT  -         576.192 (meters)    1890.39  (feet)  COMP
 LH0075  MODELED GRAV-     980,077.9   (mgal)                       NAVD 88
 LH0075
 LH0075  VERT ORDER  -  FIRST     CLASS II
 LH0075
 LH0075.The horizontal coordinates were scaled from a topographic map and have
 LH0075.an estimated accuracy of +/- 6 seconds.
 LH0075
 LH0075.The orthometric height was determined by differential leveling
 LH0075.and adjusted by the National Geodetic Survey in June 1991..
 LH0075
 LH0075.The geoid height was determined by GEOID03.
 LH0075
 LH0075.The dynamic height is computed by dividing the NAVD 88
 LH0075.geopotential number by the normal gravity value computed on the
 LH0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0075.degrees latitude (g = 980.6199 gals.).
 LH0075
 LH0075.The modeled gravity was interpolated from observed gravity values.
 LH0075
 LH0075;                    North         East    Units  Estimated Accuracy
 LH0075;SPC NE       -   118,940.      633,550.      MT  (+/- 180 meters Scaled)
 LH0075
 LH0075                          SUPERSEDED SURVEY CONTROL
 LH0075
 LH0075  NGVD 29 (02/14/92)  576.249  (m)         1890.58   (f) ADJUSTED    1 2
 LH0075
 LH0075.Superseded values are not recommended for survey control.
 LH0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0075.See file dsdata.txt to determine how the superseded data were derived.
 LH0075
 LH0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL493271(NAD 83)
 LH0075_MARKER: DB = BENCH MARK DISK
 LH0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0075_SP_SET: CONCRETE POST
 LH0075_STAMPING: D 279 1949
 LH0075_MARK LOGO: CGS   
 LH0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0075+STABILITY: SURFACE MOTION
 LH0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0075+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0075
 LH0075  HISTORY     - Date     Condition        Report By
 LH0075  HISTORY     - 1949     MONUMENTED       CGS
 LH0075  HISTORY     - 1990     GOOD             USPSQD
 LH0075  HISTORY     - 19910924 GOOD             NGS
 LH0075
 LH0075                          STATION DESCRIPTION
 LH0075
 LH0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0075'4.3 MI SW FROM GRAND ISLAND.
 LH0075'4.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0075'STATION AT GRAND ISLAND, 17 RAILS NORTHEAST OF A ROAD CROSSING,
 LH0075'77 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 30, 47.0
 LH0075'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF
 LH0075'TRACKS, 1.0 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET
 LH0075'SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0075'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 LH0075
 LH0075                          STATION RECOVERY (1990)
 LH0075
 LH0075'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0075'RECOVERED IN GOOD CONDITION.
 LH0075
 LH0075                          STATION RECOVERY (1991)
 LH0075
 LH0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0075'3.5 KM (2.15 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0075'U.S. HIGHWAY 281 IN GRAND ISLAND, 187.4 M (614.8 FT) NORTHEAST OF
 LH0075'THE CENTERLINE OF ENGLEMAN ROAD, 34.6 M (113.5 FT) NORTHEAST OF A
 LH0075'UTILITY POLE, 23.2 M (76.1 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 LH0075'14.3 M (46.9 FT) NORTHWEST OF THE NEAR RAIL OF THE UNION PACIFIC
 LH0075'RAILROAD, 9.5 M (31.2 FT) WEST OF A UTILITY POLE WITH 2 GUY CABLES,
 LH0075'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 LH0075'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 LH0075'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0146 ***********************************************************************
 LJ0146  DESIGNATION -  D 28
 LJ0146  PID         -  LJ0146
 LJ0146  STATE/COUNTY-  NE/LINCOLN
 LJ0146  USGS QUAD   -  WELLFLEET (1956)
 LJ0146
 LJ0146                         *CURRENT SURVEY CONTROL
 LJ0146  ___________________________________________________________________
 LJ0146* NAD 83(1986)-  40 45 27.     (N)    100 38 15.     (W)     SCALED    
 LJ0146* NAVD 88     -       898.627  (meters)    2948.25   (feet)  ADJUSTED  
 LJ0146  ___________________________________________________________________
 LJ0146  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 LJ0146  DYNAMIC HT  -         898.065 (meters)    2946.40  (feet)  COMP
 LJ0146  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 LJ0146
 LJ0146  VERT ORDER  -  SECOND    CLASS 0
 LJ0146
 LJ0146.The horizontal coordinates were scaled from a topographic map and have
 LJ0146.an estimated accuracy of +/- 6 seconds.
 LJ0146
 LJ0146.The orthometric height was determined by differential leveling
 LJ0146.and adjusted by the National Geodetic Survey in June 1994..
 LJ0146
 LJ0146.The geoid height was determined by GEOID03.
 LJ0146
 LJ0146.The dynamic height is computed by dividing the NAVD 88
 LJ0146.geopotential number by the normal gravity value computed on the
 LJ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0146.degrees latitude (g = 980.6199 gals.).
 LJ0146
 LJ0146.The modeled gravity was interpolated from observed gravity values.
 LJ0146
 LJ0146;                    North         East    Units  Estimated Accuracy
 LJ0146;SPC NE       -   102,810.      446,180.      MT  (+/- 180 meters Scaled)
 LJ0146
 LJ0146                          SUPERSEDED SURVEY CONTROL
 LJ0146
 LJ0146  NAVD 88 (06/15/91)  898.626  (m)         2948.24   (f) UNKNOWN     2 0
 LJ0146  NGVD 29 (??/??/92)  898.266  (m)         2947.06   (f) ADJ UNCH    2 0
 LJ0146
 LJ0146.Superseded values are not recommended for survey control.
 LJ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0146.See file dsdata.txt to determine how the superseded data were derived.
 LJ0146
 LJ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL617131(NAD 83)
 LJ0146_MARKER: DB = BENCH MARK DISK
 LJ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0146_STAMPING: D 28 1934
 LJ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0146+STABILITY: SURFACE MOTION
 LJ0146
 LJ0146  HISTORY     - Date     Condition        Report By
 LJ0146  HISTORY     - 1934     MONUMENTED       CGS
 LJ0146
 LJ0146                          STATION DESCRIPTION
 LJ0146
 LJ0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0146'8.1 MI N FROM MAYWOOD.
 LJ0146'IN LINCOLN COUNTY, 8.1 MILES NORTH ALONG U.S. HIGHWAY 83 FROM
 LJ0146'MAYWOOD, FRONTIER COUNTY, BETWEEN TWO RIGHT-ANGLE CURVES, 0.8
 LJ0146'MILE WEST OF ONE CURVE, 0.2 MILE EAST OF THE OTHER, 36 FEET
 LJ0146'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTH OF THE
 LJ0146'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 28 1934 AND SET
 LJ0146'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0832 ***********************************************************************
 MK0832  DESIGNATION -  D 280
 MK0832  PID         -  MK0832
 MK0832  STATE/COUNTY-  NE/SARPY
 MK0832  USGS QUAD   -  CEDAR CREEK (1983)
 MK0832
 MK0832                         *CURRENT SURVEY CONTROL
 MK0832  ___________________________________________________________________
 MK0832* NAD 83(1986)-  41 05 33.     (N)    096 00 01.     (W)     SCALED    
 MK0832* NAVD 88     -       329.133  (meters)    1079.83   (feet)  ADJUSTED  
 MK0832  ___________________________________________________________________
 MK0832  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 MK0832  DYNAMIC HT  -         329.001 (meters)    1079.40  (feet)  COMP
 MK0832  MODELED GRAV-     980,212.0   (mgal)                       NAVD 88
 MK0832
 MK0832  VERT ORDER  -  SECOND    CLASS 0
 MK0832
 MK0832.The horizontal coordinates were scaled from a topographic map and have
 MK0832.an estimated accuracy of +/- 6 seconds.
 MK0832
 MK0832.The orthometric height was determined by differential leveling
 MK0832.and adjusted by the National Geodetic Survey in June 1991..
 MK0832
 MK0832.The geoid height was determined by GEOID03.
 MK0832
 MK0832.The dynamic height is computed by dividing the NAVD 88
 MK0832.geopotential number by the normal gravity value computed on the
 MK0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0832.degrees latitude (g = 980.6199 gals.).
 MK0832
 MK0832.The modeled gravity was interpolated from observed gravity values.
 MK0832
 MK0832;                    North         East    Units  Estimated Accuracy
 MK0832;SPC NE       -   147,570.      835,820.      MT  (+/- 180 meters Scaled)
 MK0832
 MK0832                          SUPERSEDED SURVEY CONTROL
 MK0832
 MK0832  NGVD 29 (??/??/92)  329.038  (m)         1079.52   (f) ADJ UNCH    2 0
 MK0832
 MK0832.Superseded values are not recommended for survey control.
 MK0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0832.See file dsdata.txt to determine how the superseded data were derived.
 MK0832
 MK0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL519533(NAD 83)
 MK0832_MARKER: DB = BENCH MARK DISK
 MK0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0832_STAMPING: D 280 1950
 MK0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0832+STABILITY: SURFACE MOTION
 MK0832
 MK0832  HISTORY     - Date     Condition        Report By
 MK0832  HISTORY     - 1950     MONUMENTED       CGS
 MK0832
 MK0832                          STATION DESCRIPTION
 MK0832
 MK0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0832'5.4 MI W FROM LA PLATTE.
 MK0832'5.45 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 MK0832'LA PLATTE, AT A T ROAD JUNCTION, 69 FEET SOUTH OF THE CENTER
 MK0832'LINE OF THE EAST AND WEST ROAD, 34 FEET WEST OF THE CENTER
 MK0832'LINE OF A ROAD LEADING SOUTH, 10 FEET NORTH OF TELEPHONE POLE
 MK0832'316, 0.8 FOOT EAST OF A FENCE, 1.3 FEET SOUTH OF A WITNESS
 MK0832'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 MK0832'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0333 ***********************************************************************
 ML0333  DESIGNATION -  D 281
 ML0333  PID         -  ML0333
 ML0333  STATE/COUNTY-  NE/HOWARD
 ML0333  USGS QUAD   -  BOELUS (1978)
 ML0333
 ML0333                         *CURRENT SURVEY CONTROL
 ML0333  ___________________________________________________________________
 ML0333* NAD 83(1986)-  41 04 27.     (N)    098 42 57.     (W)     SCALED    
 ML0333* NAVD 88     -       584.198  (meters)    1916.66   (feet)  ADJUSTED  
 ML0333  ___________________________________________________________________
 ML0333  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 ML0333  DYNAMIC HT  -         583.901 (meters)    1915.68  (feet)  COMP
 ML0333  MODELED GRAV-     980,096.7   (mgal)                       NAVD 88
 ML0333
 ML0333  VERT ORDER  -  FIRST     CLASS II
 ML0333
 ML0333.The horizontal coordinates were scaled from a topographic map and have
 ML0333.an estimated accuracy of +/- 6 seconds.
 ML0333
 ML0333.The orthometric height was determined by differential leveling
 ML0333.and adjusted by the National Geodetic Survey in June 1991..
 ML0333
 ML0333.The geoid height was determined by GEOID03.
 ML0333
 ML0333.The dynamic height is computed by dividing the NAVD 88
 ML0333.geopotential number by the normal gravity value computed on the
 ML0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0333.degrees latitude (g = 980.6199 gals.).
 ML0333
 ML0333.The modeled gravity was interpolated from observed gravity values.
 ML0333
 ML0333;                    North         East    Units  Estimated Accuracy
 ML0333;SPC NE       -   138,570.      607,890.      MT  (+/- 180 meters Scaled)
 ML0333
 ML0333                          SUPERSEDED SURVEY CONTROL
 ML0333
 ML0333  NGVD 29 (??/??/92)  583.964  (m)         1915.89   (f) ADJ UNCH    1 2
 ML0333
 ML0333.Superseded values are not recommended for survey control.
 ML0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0333.See file dsdata.txt to determine how the superseded data were derived.
 ML0333
 ML0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL238470(NAD 83)
 ML0333_MARKER: DB = BENCH MARK DISK
 ML0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0333_STAMPING: D 281 1949
 ML0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0333+STABILITY: SURFACE MOTION
 ML0333
 ML0333  HISTORY     - Date     Condition        Report By
 ML0333  HISTORY     - 1949     MONUMENTED       CGS
 ML0333  HISTORY     - 1985     GOOD             NGS
 ML0333
 ML0333                          STATION DESCRIPTION
 ML0333
 ML0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0333'AT BOELUS.
 ML0333'AT BOELUS, IN THE SOUTHEAST QUARTER OF THE FIRST CROSSING WEST OF
 ML0333'THE UNION PACIFIC RAILROAD STATION, 122 FEET SOUTHWEST OF THE
 ML0333'SOUTHWEST CORNER OF THE STATION, 39 FEET EAST OF THE CENTER LINE
 ML0333'OF THE MAIN STREET, 29.4 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 ML0333'TRACK, 0.5 FOOT EAST OF THE EAST EDGE OF A CINDER SIDEWALK, LEVEL
 ML0333'WITH THE CONCRETE CURB, SET IN THE TOP OF A CONCRETE POST AT A
 ML0333'DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND, 1.4
 ML0333'FEET WEST OF A REFERENCE POST.
 ML0333
 ML0333                          STATION RECOVERY (1985)
 ML0333
 ML0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0333'0.24 KM (0.15 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE, 12.5
 ML0333'M (41.0 FT) EAST FROM THE CENTERLINE OF THE STREET, 7.62 M (25.0 FT)
 ML0333'NORTHWEST OF THE WEST ELM TREE IN THE NORTH ROW OF TREES IN A SMALL
 ML0333'PARK, 5.18 M (17.0 FT) SOUTHEAST FROM A PWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0470 ***********************************************************************
 ML0470  DESIGNATION -  D 282
 ML0470  PID         -  ML0470
 ML0470  STATE/COUNTY-  NE/HOWARD
 ML0470  USGS QUAD   -  DANNEBROG (1974)
 ML0470
 ML0470                         *CURRENT SURVEY CONTROL
 ML0470  ___________________________________________________________________
 ML0470* NAD 83(1986)-  41 02 48.     (N)    098 36 50.     (W)     SCALED    
 ML0470* NAVD 88     -       585.779  (meters)    1921.84   (feet)  ADJUSTED  
 ML0470  ___________________________________________________________________
 ML0470  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML0470  DYNAMIC HT  -         585.480 (meters)    1920.86  (feet)  COMP
 ML0470  MODELED GRAV-     980,094.9   (mgal)                       NAVD 88
 ML0470
 ML0470  VERT ORDER  -  SECOND    CLASS 0
 ML0470
 ML0470.The horizontal coordinates were scaled from a topographic map and have
 ML0470.an estimated accuracy of +/- 6 seconds.
 ML0470
 ML0470.The orthometric height was determined by differential leveling
 ML0470.and adjusted by the National Geodetic Survey in June 1991..
 ML0470
 ML0470.The geoid height was determined by GEOID03.
 ML0470
 ML0470.The dynamic height is computed by dividing the NAVD 88
 ML0470.geopotential number by the normal gravity value computed on the
 ML0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0470.degrees latitude (g = 980.6199 gals.).
 ML0470
 ML0470.The modeled gravity was interpolated from observed gravity values.
 ML0470
 ML0470;                    North         East    Units  Estimated Accuracy
 ML0470;SPC NE       -   135,650.      616,500.      MT  (+/- 180 meters Scaled)
 ML0470
 ML0470                          SUPERSEDED SURVEY CONTROL
 ML0470
 ML0470  NGVD 29 (??/??/92)  585.540  (m)         1921.06   (f) ADJ UNCH    2 0
 ML0470
 ML0470.Superseded values are not recommended for survey control.
 ML0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0470.See file dsdata.txt to determine how the superseded data were derived.
 ML0470
 ML0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL324440(NAD 83)
 ML0470_MARKER: DB = BENCH MARK DISK
 ML0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0470_STAMPING: D 282 1949
 ML0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0470+STABILITY: SURFACE MOTION
 ML0470
 ML0470  HISTORY     - Date     Condition        Report By
 ML0470  HISTORY     - 1949     MONUMENTED       CGS
 ML0470
 ML0470                          STATION DESCRIPTION
 ML0470
 ML0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0470'7.3 MI E FROM BOELUS.
 ML0470'5.3 MILES EAST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0470'RAILROAD STATION AT BOELUS, THENCE 2.0 MILES SOUTH ALONG STATE
 ML0470'HIGHWAY NO. 60, 1.5 MILES SOUTH OF THE SOUTH END OF THE BRIDGE
 ML0470'OVER THE MIDDLE LOUP RIVER, AT THE SOUTHWEST CORNER OF SECTION
 ML0470'32, T. 13 N., R. 11 W., ON THE OUTSIDE OF A CURVE IN THE HIGHWAY
 ML0470'WITH TANGENTS LEADING NORTH AND EAST, 300 FEET SOUTHWEST OF THE
 ML0470'CENTER LINE OF THE HIGHWAY, 61 FEET NORTH OF THE CENTER LINE OF A
 ML0470'ROAD LEADING WEST FROM THE EAST TANGENT OF THE HIGHWAY, 21 FEET
 ML0470'EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH FROM THE NORTH
 ML0470'TANGENT OF THE HIGHWAY, 8 FEET NORTH OF THE NORTH SIDE OF A LONE
 ML0470'COTTONWOOD TREE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE
 ML0470'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 ML0470'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.2
 ML0470'MILES NORTH OF BENCH MARK R 284.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0439 ***********************************************************************
 ML0439  DESIGNATION -  D 283
 ML0439  PID         -  ML0439
 ML0439  STATE/COUNTY-  NE/HOWARD
 ML0439  USGS QUAD   -  NYSTED (1974)
 ML0439
 ML0439                         *CURRENT SURVEY CONTROL
 ML0439  ___________________________________________________________________
 ML0439* NAD 83(1986)-  41 11 38.     (N)    098 36 50.     (W)     SCALED    
 ML0439* NAVD 88     -       588.238  (meters)    1929.91   (feet)  ADJUSTED  
 ML0439  ___________________________________________________________________
 ML0439  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 ML0439  DYNAMIC HT  -         587.940 (meters)    1928.93  (feet)  COMP
 ML0439  MODELED GRAV-     980,099.5   (mgal)                       NAVD 88
 ML0439
 ML0439  VERT ORDER  -  SECOND    CLASS 0
 ML0439
 ML0439.The horizontal coordinates were scaled from a topographic map and have
 ML0439.an estimated accuracy of +/- 6 seconds.
 ML0439
 ML0439.The orthometric height was determined by differential leveling
 ML0439.and adjusted by the National Geodetic Survey in June 1991..
 ML0439
 ML0439.The geoid height was determined by GEOID03.
 ML0439
 ML0439.The dynamic height is computed by dividing the NAVD 88
 ML0439.geopotential number by the normal gravity value computed on the
 ML0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0439.degrees latitude (g = 980.6199 gals.).
 ML0439
 ML0439.The modeled gravity was interpolated from observed gravity values.
 ML0439
 ML0439;                    North         East    Units  Estimated Accuracy
 ML0439;SPC NE       -   151,990.      616,240.      MT  (+/- 180 meters Scaled)
 ML0439
 ML0439                          SUPERSEDED SURVEY CONTROL
 ML0439
 ML0439  NGVD 29 (??/??/92)  587.989  (m)         1929.09   (f) ADJ UNCH    2 0
 ML0439
 ML0439.Superseded values are not recommended for survey control.
 ML0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0439.See file dsdata.txt to determine how the superseded data were derived.
 ML0439
 ML0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL323603(NAD 83)
 ML0439_MARKER: DB = BENCH MARK DISK
 ML0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0439_STAMPING: D 283 1949
 ML0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0439+STABILITY: SURFACE MOTION
 ML0439
 ML0439  HISTORY     - Date     Condition        Report By
 ML0439  HISTORY     - 1949     MONUMENTED       CGS
 ML0439
 ML0439                          STATION DESCRIPTION
 ML0439
 ML0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0439'2.5 MI SE FROM FARWELL.
 ML0439'0.7 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0439'FROM THE STATION AT FARWELL, THENCE 1.8 MILES SOUTH ALONG A
 ML0439'COUNTY ROAD, 0.2 MILE NORTH OF THE SOUTHEAST CORNER OF SECTION
 ML0439'7, T. 14 N., R. 11 W., AT A T-JUNCTION, IN THE NORTHEAST CORNER
 ML0439'OF A PASTURE FIELD, 23 FEET WEST OF THE CENTER LINE OF THE
 ML0439'NORTH-SOUTH ROAD, 14 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 ML0439'ROAD LEADING WEST TO THE CHARLES GIEGER FARMHOUSE, 4 FEET SOUTH
 ML0439'OF A CORNER FENCE POST, 1.1 FEET WEST OF A FENCE, 2.3 FEET
 ML0439'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0439'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 ML0439'GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.1 MILES NORTH OF
 ML0439'BENCH MARK E 283.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0178 ***********************************************************************
 LH0178  DESIGNATION -  D 284
 LH0178  PID         -  LH0178
 LH0178  STATE/COUNTY-  NE/HALL
 LH0178  USGS QUAD   -  ABBOTT (1993)
 LH0178
 LH0178                         *CURRENT SURVEY CONTROL
 LH0178  ___________________________________________________________________
 LH0178* NAD 83(1986)-  40 57 40.     (N)    098 25 00.     (W)     SCALED    
 LH0178* NAVD 88     -       572.167  (meters)    1877.18   (feet)  ADJUSTED  
 LH0178  ___________________________________________________________________
 LH0178  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 LH0178  DYNAMIC HT  -         571.867 (meters)    1876.20  (feet)  COMP
 LH0178  MODELED GRAV-     980,082.6   (mgal)                       NAVD 88
 LH0178
 LH0178  VERT ORDER  -  SECOND    CLASS 0
 LH0178
 LH0178.The horizontal coordinates were scaled from a topographic map and have
 LH0178.an estimated accuracy of +/- 6 seconds.
 LH0178
 LH0178.The orthometric height was determined by differential leveling
 LH0178.and adjusted by the National Geodetic Survey in June 1991..
 LH0178
 LH0178.The geoid height was determined by GEOID03.
 LH0178
 LH0178.The dynamic height is computed by dividing the NAVD 88
 LH0178.geopotential number by the normal gravity value computed on the
 LH0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0178.degrees latitude (g = 980.6199 gals.).
 LH0178
 LH0178.The modeled gravity was interpolated from observed gravity values.
 LH0178
 LH0178;                    North         East    Units  Estimated Accuracy
 LH0178;SPC NE       -   126,430.      633,250.      MT  (+/- 180 meters Scaled)
 LH0178
 LH0178                          SUPERSEDED SURVEY CONTROL
 LH0178
 LH0178  NGVD 29 (??/??/92)  571.925  (m)         1876.39   (f) ADJ UNCH    2 0
 LH0178
 LH0178.Superseded values are not recommended for survey control.
 LH0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0178.See file dsdata.txt to determine how the superseded data were derived.
 LH0178
 LH0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL490346(NAD 83)
 LH0178_MARKER: DB = BENCH MARK DISK
 LH0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0178_STAMPING: D 284 1949
 LH0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0178+STABILITY: SURFACE MOTION
 LH0178
 LH0178  HISTORY     - Date     Condition        Report By
 LH0178  HISTORY     - 1949     MONUMENTED       CGS
 LH0178
 LH0178                          STATION DESCRIPTION
 LH0178
 LH0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0178'2.1 MI E FROM OVINA.
 LH0178'0.1 MILE SOUTH ALONG A COUNTY ROAD FROM THE OVINA STATION SIGN
 LH0178'AT OVINA, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY NO. 2, AT A
 LH0178'RAILROAD CROSSING, AT THE SOUTHWEST CORNER OF SECTION 35,
 LH0178'T. 12 N., R. 10 W., 140 FEET NORTH OF THE CENTER LINE OF THE
 LH0178'HIGHWAY, 46 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 29 FEET
 LH0178'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 9 FEET SOUTHEAST
 LH0178'OF A POWER LINE POLE, 2 FEET NORTHEAST OF A CORNER FENCE POST,
 LH0178'1.5 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 LH0178'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0178'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE
 LH0178'WEST OF BENCH MARK E 284.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0935 ***********************************************************************
 LH0935  DESIGNATION -  D 285 RESET
 LH0935  PID         -  LH0935
 LH0935  STATE/COUNTY-  NE/HALL
 LH0935  USGS QUAD   -  GRAND ISLAND (1993)
 LH0935
 LH0935                         *CURRENT SURVEY CONTROL
 LH0935  ___________________________________________________________________
 LH0935* NAD 83(1986)-  40 53 34.     (N)    098 20 21.     (W)     SCALED    
 LH0935* NAVD 88     -       564.41   (+/-2cm)    1851.7    (feet)  VERTCON   
 LH0935  ___________________________________________________________________
 LH0935  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 LH0935
 LH0935  VERT ORDER  -  THIRD (See Below)
 LH0935
 LH0935.The horizontal coordinates were scaled from a topographic map and have
 LH0935.an estimated accuracy of +/- 6 seconds.
 LH0935
 LH0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0935.The vertical order pertains to the NGVD 29 superseded value.
 LH0935
 LH0935.The geoid height was determined by GEOID03.
 LH0935
 LH0935;                    North         East    Units  Estimated Accuracy
 LH0935;SPC NE       -   118,970.      639,910.      MT  (+/- 180 meters Scaled)
 LH0935
 LH0935                          SUPERSEDED SURVEY CONTROL
 LH0935
 LH0935  NGVD 29 (08/02/06)  564.17   (m)         1850.9    (f) RESET       3  
 LH0935
 LH0935.Superseded values are not recommended for survey control.
 LH0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0935.See file dsdata.txt to determine how the superseded data were derived.
 LH0935
 LH0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL556270(NAD 83)
 LH0935_MARKER: DB = BENCH MARK DISK
 LH0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0935_STAMPING: D 285 RESET 1978
 LH0935_PROJECTION: FLUSH
 LH0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0935+STABILITY: SURFACE MOTION
 LH0935
 LH0935  HISTORY     - Date     Condition        Report By
 LH0935  HISTORY     - 1978     MONUMENTED       NGS
 LH0935
 LH0935                          STATION DESCRIPTION
 LH0935
 LH0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LH0935'IN GRAND ISLAND.
 LH0935'AT 3003 SOUTH LOCUST STREET IN GRAND ISLAND, 123 FEET NORTHWEST OF
 LH0935'THE NORTHWEST CORNER OF THE BRICK PORTION OF A BUILDING AT 3003
 LH0935'SOUTH LOCUST STREET, 104 FEET EAST OF THE CENTERLINE OF SOUTH LOCUST
 LH0935'STREET, 21 FEET EAST OF THE BASE OF A GUY WIRE FOR A TELEPHONE LINE
 LH0935'POLE AND 2.5 FEET WEST-NORTHWEST OF A TELEPHONE LINE POLE WITH A
 LH0935'GUY WIRE.
 LH0935'THE MARK IS ABOVE LEVEL WITH LOCUST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0104 ***********************************************************************
 LH0104  DESIGNATION -  D 286
 LH0104  PID         -  LH0104
 LH0104  STATE/COUNTY-  NE/HALL
 LH0104  USGS QUAD   -  ALDA (1993)
 LH0104
 LH0104                         *CURRENT SURVEY CONTROL
 LH0104  ___________________________________________________________________
 LH0104* NAD 83(1986)-  40 46 14.     (N)    098 26 25.     (W)     SCALED    
 LH0104* NAVD 88     -       582.524  (meters)    1911.16   (feet)  ADJUSTED  
 LH0104  ___________________________________________________________________
 LH0104  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 LH0104  DYNAMIC HT  -         582.209 (meters)    1910.13  (feet)  COMP
 LH0104  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 LH0104
 LH0104  VERT ORDER  -  SECOND    CLASS 0
 LH0104
 LH0104.The horizontal coordinates were scaled from a topographic map and have
 LH0104.an estimated accuracy of +/- 6 seconds.
 LH0104
 LH0104.The orthometric height was determined by differential leveling
 LH0104.and adjusted by the National Geodetic Survey in June 1991..
 LH0104
 LH0104.The geoid height was determined by GEOID03.
 LH0104
 LH0104.The dynamic height is computed by dividing the NAVD 88
 LH0104.geopotential number by the normal gravity value computed on the
 LH0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0104.degrees latitude (g = 980.6199 gals.).
 LH0104
 LH0104.The modeled gravity was interpolated from observed gravity values.
 LH0104
 LH0104;                    North         East    Units  Estimated Accuracy
 LH0104;SPC NE       -   105,250.      631,640.      MT  (+/- 180 meters Scaled)
 LH0104
 LH0104                          SUPERSEDED SURVEY CONTROL
 LH0104
 LH0104  NGVD 29 (??/??/92)  582.281  (m)         1910.37   (f) ADJ UNCH    2 0
 LH0104
 LH0104.Superseded values are not recommended for survey control.
 LH0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0104.See file dsdata.txt to determine how the superseded data were derived.
 LH0104
 LH0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL472134(NAD 83)
 LH0104_MARKER: DB = BENCH MARK DISK
 LH0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0104_STAMPING: D 286 1949
 LH0104_MARK LOGO: CGS   
 LH0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0104+STABILITY: SURFACE MOTION
 LH0104
 LH0104  HISTORY     - Date     Condition        Report By
 LH0104  HISTORY     - 1949     MONUMENTED       CGS
 LH0104  HISTORY     - 19981005 GOOD             NEDR
 LH0104
 LH0104                          STATION DESCRIPTION
 LH0104
 LH0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0104'3.8 MI W FROM DONIPHAN.
 LH0104'0.35 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE UNION PACIFIC
 LH0104'RAILROAD STATION AT DONIPHAN, THENCE 3.4 MILES WEST ALONG A
 LH0104'GRAVELED ROAD, AT THE FARM HOME OF RICHARD F. BLOCK, 225 FEET
 LH0104'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 52.0 FEET NORTHEAST
 LH0104'OF THE NORTHEAST CORNER OF THE HOUSE, 22 FEET WEST OF THE CENTER
 LH0104'LINE OF A PRIVATE DRIVEWAY, 17.0 FEET NORTHEAST OF A 48-INCH
 LH0104'COTTONWOOD TREE, 3.0 FEET WEST OF A FENCE CORNER POST, 1.0 FOOT
 LH0104'NORTH OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 LH0104'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0104
 LH0104                          STATION RECOVERY (1998)
 LH0104
 LH0104'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH0104'RECOVERED IN GOOD CONDITION BUT WAS RELOCATED AT THE PROPERTY OWNERS
 LH0104'REQUEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1127 ***********************************************************************
 AI1127  DESIGNATION -  D 286 RESET
 AI1127  PID         -  AI1127
 AI1127  STATE/COUNTY-  NE/HALL
 AI1127  USGS QUAD   -  ALDA (1993)
 AI1127
 AI1127                         *CURRENT SURVEY CONTROL
 AI1127  ___________________________________________________________________
 AI1127* NAD 83(1986)-  40 46 14.     (N)    098 26 25.     (W)     SCALED    
 AI1127* NAVD 88     -       581.24   (meters)    1907.0    (feet)  RESET     
 AI1127  ___________________________________________________________________
 AI1127  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AI1127
 AI1127  VERT ORDER  -  THIRD
 AI1127
 AI1127.The horizontal coordinates were scaled from a topographic map and have
 AI1127.an estimated accuracy of +/- 6 seconds.
 AI1127
 AI1127.The orthometric height was computed from unverified reset data.
 AI1127.No vertical observational check was made to the station.
 AI1127
 AI1127.The geoid height was determined by GEOID03.
 AI1127
 AI1127;                    North         East    Units  Estimated Accuracy
 AI1127;SPC NE       -   105,250.      631,640.      MT  (+/- 180 meters Scaled)
 AI1127
 AI1127                          SUPERSEDED SURVEY CONTROL
 AI1127
 AI1127.No superseded survey control is available for this station.
 AI1127
 AI1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL472134(NAD 83)
 AI1127_MARKER: DV = VERTICAL CONTROL DISK
 AI1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1127_STAMPING: D 286 RESET 1998
 AI1127_MARK LOGO: NGS   
 AI1127_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1127+STABILITY: SURFACE MOTION
 AI1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1127+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1127
 AI1127  HISTORY     - Date     Condition        Report By
 AI1127  HISTORY     - 1998     MONUMENTED       NEDR
 AI1127
 AI1127                          STATION DESCRIPTION
 AI1127
 AI1127'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 AI1127'TO REACH THE MARK FROM THE JUNCTION OF PLATTE RIVER ROAD WITH U.S.
 AI1127'HIGHWAY 281, AT THE SOUTHWEST EDGE OF DONIPHAN, GO WEST ON PLATTE
 AI1127'RIVER ROAD FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF MONITOR ROAD AND
 AI1127'THE MARK IN THE NORTHWEST ANGLE, ON RIGHT-OF-WAY AND IN THE SE1/4,
 AI1127'SEC4, T9N, R10W.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 AI1127'POST THAT IS FLUSH WITH THE GROUND SURFACE AND IS 11.4 M (37.4 FT)
 AI1127'WEST OF THE CENTERLINE OF MONITOR ROAD, 10.1 M (33.1 FT) NORTH OF THE
 AI1127'CENTERLINE OF PLATTE RIVER ROAD, 2.48 M (8.14 FT) WEST-NORTHWEST OF A
 AI1127'TELEPHONE CABLE PEDESTAL, 1.37 M (4.49 FT) WEST-NORTHWEST OF A NAIL ON
 AI1127'THE SOUTHWEST SIDE OF A UTILITY POLE AND 0.52 M (1.71 FT) SOUTH OF A
 AI1127'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0486 ***********************************************************************
 LH0486  DESIGNATION -  D 287
 LH0486  PID         -  LH0486
 LH0486  STATE/COUNTY-  NE/BUFFALO
 LH0486  USGS QUAD   -  DENMAN (1993)
 LH0486
 LH0486                         *CURRENT SURVEY CONTROL
 LH0486  ___________________________________________________________________
 LH0486* NAD 83(1986)-  40 43 38.     (N)    098 44 31.     (W)     SCALED    
 LH0486* NAVD 88     -       614.968  (meters)    2017.61   (feet)  ADJUSTED  
 LH0486  ___________________________________________________________________
 LH0486  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 LH0486  DYNAMIC HT  -         614.627 (meters)    2016.49  (feet)  COMP
 LH0486  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 LH0486
 LH0486  VERT ORDER  -  SECOND    CLASS 0
 LH0486
 LH0486.The horizontal coordinates were scaled from a topographic map and have
 LH0486.an estimated accuracy of +/- 6 seconds.
 LH0486
 LH0486.The orthometric height was determined by differential leveling
 LH0486.and adjusted by the National Geodetic Survey in June 1991..
 LH0486
 LH0486.The geoid height was determined by GEOID03.
 LH0486
 LH0486.The dynamic height is computed by dividing the NAVD 88
 LH0486.geopotential number by the normal gravity value computed on the
 LH0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0486.degrees latitude (g = 980.6199 gals.).
 LH0486
 LH0486.The modeled gravity was interpolated from observed gravity values.
 LH0486
 LH0486;                    North         East    Units  Estimated Accuracy
 LH0486;SPC NE       -   100,020.      606,250.      MT  (+/- 180 meters Scaled)
 LH0486
 LH0486                          SUPERSEDED SURVEY CONTROL
 LH0486
 LH0486  NGVD 29 (??/??/92)  614.714  (m)         2016.77   (f) ADJ UNCH    2 0
 LH0486
 LH0486.Superseded values are not recommended for survey control.
 LH0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0486.See file dsdata.txt to determine how the superseded data were derived.
 LH0486
 LH0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL217085(NAD 83)
 LH0486_MARKER: DB = BENCH MARK DISK
 LH0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0486_STAMPING: D 287 1949
 LH0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0486+STABILITY: SURFACE MOTION
 LH0486
 LH0486  HISTORY     - Date     Condition        Report By
 LH0486  HISTORY     - 1949     MONUMENTED       CGS
 LH0486  HISTORY     - 1959     GOOD             NGS
 LH0486
 LH0486                          STATION DESCRIPTION
 LH0486
 LH0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LH0486'3.8 MI S FROM SHELTON.
 LH0486'0.35 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0486'STATION AT SHELTON, THENCE 3.5 MILES SOUTH ALONG A SURFACED
 LH0486'ROAD, AT THE FARM HOME OF GERALD STEARLEY, 169 FEET WEST OF THE
 LH0486'CENTER LINE OF THE NORTH-SOUTH ROAD, 71.0 FEET SOUTH OF THE
 LH0486'SOUTHWEST CORNER OF THE HOUSE, 11 FEET SOUTH OF THE CENTER
 LH0486'LINE OF THE PRIVATE DRIVEWAY, 1.3 FEET NORTH OF A FENCE, AND SET
 LH0486'IN THE TOP OF A 6 FOOT CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 LH0486'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0381 ***********************************************************************
 LH0381  DESIGNATION -  D 288
 LH0381  PID         -  LH0381
 LH0381  STATE/COUNTY-  NE/KEARNEY
 LH0381  USGS QUAD   -  HOLSTEIN (1969)
 LH0381
 LH0381                         *CURRENT SURVEY CONTROL
 LH0381  ___________________________________________________________________
 LH0381* NAD 83(1986)-  40 28 51.     (N)    098 43 27.     (W)     SCALED    
 LH0381* NAVD 88     -       620.665  (meters)    2036.30   (feet)  ADJUSTED  
 LH0381  ___________________________________________________________________
 LH0381  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 LH0381  DYNAMIC HT  -         620.302 (meters)    2035.11  (feet)  COMP
 LH0381  MODELED GRAV-     980,020.8   (mgal)                       NAVD 88
 LH0381
 LH0381  VERT ORDER  -  SECOND    CLASS 0
 LH0381
 LH0381.The horizontal coordinates were scaled from a topographic map and have
 LH0381.an estimated accuracy of +/- 6 seconds.
 LH0381
 LH0381.The orthometric height was determined by differential leveling
 LH0381.and adjusted by the National Geodetic Survey in June 1991..
 LH0381
 LH0381.The geoid height was determined by GEOID03.
 LH0381
 LH0381.The dynamic height is computed by dividing the NAVD 88
 LH0381.geopotential number by the normal gravity value computed on the
 LH0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0381.degrees latitude (g = 980.6199 gals.).
 LH0381
 LH0381.The modeled gravity was interpolated from observed gravity values.
 LH0381
 LH0381;                    North         East    Units  Estimated Accuracy
 LH0381;SPC NE       -    72,690.      608,160.      MT  (+/- 180 meters Scaled)
 LH0381
 LH0381                          SUPERSEDED SURVEY CONTROL
 LH0381
 LH0381  NGVD 29 (??/??/92)  620.416  (m)         2035.48   (f) ADJ UNCH    2 0
 LH0381
 LH0381.Superseded values are not recommended for survey control.
 LH0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0381.See file dsdata.txt to determine how the superseded data were derived.
 LH0381
 LH0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK233811(NAD 83)
 LH0381_MARKER: DB = BENCH MARK DISK
 LH0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0381_STAMPING: D 288 1949
 LH0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0381+STABILITY: SURFACE MOTION
 LH0381
 LH0381  HISTORY     - Date     Condition        Report By
 LH0381  HISTORY     - 1949     MONUMENTED       CGS
 LH0381
 LH0381                          STATION DESCRIPTION
 LH0381
 LH0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0381'3.9 MI NE FROM NORMAN.
 LH0381'0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE ELEMENTARY
 LH0381'SCHOOL AT NORMAN, THENCE 3.65 MILES EAST ALONG STATE HIGHWAY 74,
 LH0381'79 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 37.0 FEET
 LH0381'NORTH OF A FENCE CORNER POST, 1.0 FOOT EAST OF A FENCE, 1.7
 LH0381'FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0381'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS
 LH0381'MARK IS 0.65 MILE NORTH OF BENCH MARK C 288 1949 AND THERE
 LH0381'IS NO ROAD BETWEEN THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0938 ***********************************************************************
 LH0938  DESIGNATION -  D 289 RESET
 LH0938  PID         -  LH0938
 LH0938  STATE/COUNTY-  NE/KEARNEY
 LH0938  USGS QUAD   -  GIBBON SOUTH (1993)
 LH0938
 LH0938                         *CURRENT SURVEY CONTROL
 LH0938  ___________________________________________________________________
 LH0938* NAD 83(1986)-  40 40 31.     (N)    098 50 55.     (W)     SCALED    
 LH0938* NAVD 88     -       629.30   (meters)    2064.6    (feet)  RESET     
 LH0938  ___________________________________________________________________
 LH0938  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 LH0938
 LH0938  VERT ORDER  -  THIRD
 LH0938
 LH0938.The horizontal coordinates were scaled from a topographic map and have
 LH0938.an estimated accuracy of +/- 6 seconds.
 LH0938
 LH0938.The orthometric height was computed from unverified reset data.
 LH0938.No vertical observational check was made to the station.
 LH0938
 LH0938.The geoid height was determined by GEOID03.
 LH0938
 LH0938;                    North         East    Units  Estimated Accuracy
 LH0938;SPC NE       -    94,130.      597,320.      MT  (+/- 180 meters Scaled)
 LH0938
 LH0938                          SUPERSEDED SURVEY CONTROL
 LH0938
 LH0938  NGVD 29 (08/02/06)  629.04   (m)         2063.8    (f) RESET       3  
 LH0938
 LH0938.Superseded values are not recommended for survey control.
 LH0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0938.See file dsdata.txt to determine how the superseded data were derived.
 LH0938
 LH0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL127027(NAD 83)
 LH0938_MARKER: DB = BENCH MARK DISK
 LH0938_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0938_SP_SET: ABUTMENT
 LH0938_STAMPING: D 289 RESET 1979
 LH0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0938+STABILITY: SURFACE MOTION
 LH0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0938+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 LH0938
 LH0938  HISTORY     - Date     Condition        Report By
 LH0938  HISTORY     - 1979     MONUMENTED       NEDR
 LH0938  HISTORY     - 20060512 GOOD             NEDR
 LH0938
 LH0938                          STATION DESCRIPTION
 LH0938
 LH0938'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1979
 LH0938'4.9 MI SOUTH FROM GIBBON.
 LH0938'4.9 MILES SOUTH ALONG A ASPHALT ROAD FROM THE HIGH SCHOOL IN GIBBON,
 LH0938'IN THE WEST WING WALL OF THE SOUTH ABUTMENT, OF SOUTH BRIDGE OVER
 LH0938'THE MIDDLE CHANNEL OF THE PLATTE RIVER, APPROXIMATELY 17 FEET WEST
 LH0938'OF THE CENTERLINE OF THE ROAD, 2.5 FEET SOUTHWEST OF THE SOUTH END
 LH0938'OF THE WEST CONCRETE HANDRAIL.
 LH0938'THE MARK IS ABOVE LEVEL WITH ROAD.
 LH0938
 LH0938                          STATION RECOVERY (2006)
 LH0938
 LH0938'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0732 ***********************************************************************
 ML0732  DESIGNATION -  D 290
 ML0732  PID         -  ML0732
 ML0732  STATE/COUNTY-  NE/BUFFALO
 ML0732  USGS QUAD   -  HAZARD (1978)
 ML0732
 ML0732                         *CURRENT SURVEY CONTROL
 ML0732  ___________________________________________________________________
 ML0732* NAD 83(1986)-  41 02 49.     (N)    099 03 23.     (W)     SCALED    
 ML0732* NAVD 88     -       650.093  (meters)    2132.85   (feet)  ADJUSTED  
 ML0732  ___________________________________________________________________
 ML0732  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 ML0732  DYNAMIC HT  -         649.748 (meters)    2131.71  (feet)  COMP
 ML0732  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 ML0732
 ML0732  VERT ORDER  -  SECOND    CLASS 0
 ML0732
 ML0732.The horizontal coordinates were scaled from a topographic map and have
 ML0732.an estimated accuracy of +/- 6 seconds.
 ML0732
 ML0732.The orthometric height was determined by differential leveling
 ML0732.and adjusted by the National Geodetic Survey in June 1991..
 ML0732
 ML0732.The geoid height was determined by GEOID03.
 ML0732
 ML0732.The dynamic height is computed by dividing the NAVD 88
 ML0732.geopotential number by the normal gravity value computed on the
 ML0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0732.degrees latitude (g = 980.6199 gals.).
 ML0732
 ML0732.The modeled gravity was interpolated from observed gravity values.
 ML0732
 ML0732;                    North         East    Units  Estimated Accuracy
 ML0732;SPC NE       -   135,180.      579,310.      MT  (+/- 180 meters Scaled)
 ML0732
 ML0732                          SUPERSEDED SURVEY CONTROL
 ML0732
 ML0732  NGVD 29 (??/??/92)  649.847  (m)         2132.04   (f) ADJ UNCH    2 0
 ML0732
 ML0732.Superseded values are not recommended for survey control.
 ML0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0732.See file dsdata.txt to determine how the superseded data were derived.
 ML0732
 ML0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML952439(NAD 83)
 ML0732_MARKER: DB = BENCH MARK DISK
 ML0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0732_SP_SET: CULVERT
 ML0732_STAMPING: D 290 1949
 ML0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0732
 ML0732  HISTORY     - Date     Condition        Report By
 ML0732  HISTORY     - 1949     MONUMENTED       CGS
 ML0732  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0732
 ML0732                          STATION DESCRIPTION
 ML0732
 ML0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0732'2.3 MI SW FROM SWEETWATER.
 ML0732'0.2 MILE WEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE AT
 ML0732'SWEETWATER, THENCE 2.1 MILES SOUTHWEST ALONG STATE HIGHWAYS
 ML0732'10 AND 45, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0732'SET IN THE TOP OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 ML0732
 ML0732                          STATION RECOVERY (1995)
 ML0732
 ML0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0732'SEARCHED FOR BUT DID NOT LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0448 ***********************************************************************
 ML0448  DESIGNATION -  D 291
 ML0448  PID         -  ML0448
 ML0448  STATE/COUNTY-  NE/BUFFALO
 ML0448  USGS QUAD   -  ROCKVILLE (1978)
 ML0448
 ML0448                         *CURRENT SURVEY CONTROL
 ML0448  ___________________________________________________________________
 ML0448* NAD 83(1986)-  41 00 11.     (N)    098 47 13.     (W)     SCALED    
 ML0448* NAVD 88     -       618.661  (meters)    2029.72   (feet)  ADJUSTED  
 ML0448  ___________________________________________________________________
 ML0448  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 ML0448  DYNAMIC HT  -         618.331 (meters)    2028.64  (feet)  COMP
 ML0448  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 ML0448
 ML0448  VERT ORDER  -  SECOND    CLASS 0
 ML0448
 ML0448.The horizontal coordinates were scaled from a topographic map and have
 ML0448.an estimated accuracy of +/- 6 seconds.
 ML0448
 ML0448.The orthometric height was determined by differential leveling
 ML0448.and adjusted by the National Geodetic Survey in June 1991..
 ML0448
 ML0448.The geoid height was determined by GEOID03.
 ML0448
 ML0448.The dynamic height is computed by dividing the NAVD 88
 ML0448.geopotential number by the normal gravity value computed on the
 ML0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0448.degrees latitude (g = 980.6199 gals.).
 ML0448
 ML0448.The modeled gravity was interpolated from observed gravity values.
 ML0448
 ML0448;                    North         East    Units  Estimated Accuracy
 ML0448;SPC NE       -   130,590.      602,020.      MT  (+/- 180 meters Scaled)
 ML0448
 ML0448                          SUPERSEDED SURVEY CONTROL
 ML0448
 ML0448  NGVD 29 (??/??/92)  618.413  (m)         2028.91   (f) ADJ UNCH    2 0
 ML0448
 ML0448.Superseded values are not recommended for survey control.
 ML0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0448.See file dsdata.txt to determine how the superseded data were derived.
 ML0448
 ML0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL179391(NAD 83)
 ML0448_MARKER: DB = BENCH MARK DISK
 ML0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0448_SP_SET: CONCRETE POST
 ML0448_STAMPING: D 291 1949
 ML0448_MARK LOGO: CGS   
 ML0448_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0448+STABILITY: SURFACE MOTION
 ML0448
 ML0448  HISTORY     - Date     Condition        Report By
 ML0448  HISTORY     - 1949     MONUMENTED       CGS
 ML0448  HISTORY     - 19920915 GOOD             NEDR
 ML0448
 ML0448                          STATION DESCRIPTION
 ML0448
 ML0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0448'3.4 MI SW FROM ST MICHAEL.
 ML0448'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 ML0448'ST. MICHAEL, THENCE 1.95 MILES WEST ALONG STATE HIGHWAY NO. 2,
 ML0448'0.45 MILE WEST OF THE NORTHEAST CORNER OF SECTION 21, T. 12 N.,
 ML0448'R. 13 W., 105 FEET EAST OF THE CENTER LINE OF THE SOUTH END OF A
 ML0448'CONCRETE CULVERT, 111 FEET WEST OF TELEPHONE POLE NO. 1049, 40
 ML0448'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 39 FEET EAST OF
 ML0448'TELEPHONE POLE NO. 1050, 1.2 FEET SOUTH OF A FENCE, 2.3 FEET
 ML0448'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0448'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 ML0448'GROUND.
 ML0448
 ML0448                          STATION RECOVERY (1992)
 ML0448
 ML0448'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0448'MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0448'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1207 ***********************************************************************
 ML1207  DESIGNATION -  D 291 RESET
 ML1207  PID         -  ML1207
 ML1207  STATE/COUNTY-  NE/BUFFALO
 ML1207  USGS QUAD   -  ROCKVILLE (1978)
 ML1207
 ML1207                         *CURRENT SURVEY CONTROL
 ML1207  ___________________________________________________________________
 ML1207* NAD 83(1986)-  41 00 11.     (N)    098 47 13.     (W)     SCALED    
 ML1207* NAVD 88     -       618.57   (meters)    2029.4    (feet)  RESET     
 ML1207  ___________________________________________________________________
 ML1207  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 ML1207
 ML1207  VERT ORDER  -  THIRD
 ML1207
 ML1207.The horizontal coordinates were scaled from a topographic map and have
 ML1207.an estimated accuracy of +/- 6 seconds.
 ML1207
 ML1207.The orthometric height was computed from unverified reset data.
 ML1207.No vertical observational check was made to the station.
 ML1207
 ML1207.The geoid height was determined by GEOID03.
 ML1207
 ML1207;                    North         East    Units  Estimated Accuracy
 ML1207;SPC NE       -   130,590.      602,020.      MT  (+/- 180 meters Scaled)
 ML1207
 ML1207                          SUPERSEDED SURVEY CONTROL
 ML1207
 ML1207  NGVD 29 (08/02/06)  618.32   (m)         2028.6    (f) RESET       3  
 ML1207
 ML1207.Superseded values are not recommended for survey control.
 ML1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1207.See file dsdata.txt to determine how the superseded data were derived.
 ML1207
 ML1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL179391(NAD 83)
 ML1207_MARKER: DV = VERTICAL CONTROL DISK
 ML1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1207_SP_SET: CONCRETE POST
 ML1207_STAMPING: D 291 RESET 1992
 ML1207_MARK LOGO: NGS   
 ML1207_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1207+STABILITY: SURFACE MOTION
 ML1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1207+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1207
 ML1207  HISTORY     - Date     Condition        Report By
 ML1207  HISTORY     - 1992     MONUMENTED       NEDR
 ML1207
 ML1207                          STATION DESCRIPTION
 ML1207
 ML1207'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1207'ABOUT 11.27 KM (7.00 MI) EAST FROM RAVENNA, 5.79 KM (3.60 MI) WEST
 ML1207'FROM THE HALL BUFFALO COUNTY LINE, ON THE SOUTH RIGHT-OF-WAY OF STATE
 ML1207'HIGHWAY 2 AND NEAR THE NORTHWEST CORNER OF THE NE1/4, SEC21, T12N,
 ML1207'R13W AND AT HIGHWAY MILE MARKER 334.35, FROM THE JUNCTION OF STATE
 ML1207'HIGHWAYS 2 AND 68, AT THE SOUTH EDGE OF RAVENNA, GO SOUTHEAST AND
 ML1207'EAST ON HIGHWAY 2 FOR 11.27 KM (7.00 MI) TO THE MARK ON THE RIGHT,
 ML1207'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.5
 ML1207'FT (0.2 M) ABOVE THE GROUND SURFACE.  IT IS 22.86 M (75.00 FT) SOUTH
 ML1207'FROM THE CENTERLINE OF THE HIGHWAY AND 0.3 M (1.0 FT) NORTH FROM A
 ML1207'WITNESS POST.  A MAGNET WAS PLACED INTO THE NORTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0414 ***********************************************************************
 LH0414  DESIGNATION -  D 292
 LH0414  PID         -  LH0414
 LH0414  STATE/COUNTY-  NE/BUFFALO
 LH0414  USGS QUAD   -  CAMERON (1962)
 LH0414
 LH0414                         *CURRENT SURVEY CONTROL
 LH0414  ___________________________________________________________________
 LH0414* NAD 83(1986)-  40 56 45.     (N)    098 44 25.     (W)     SCALED    
 LH0414* NAVD 88     -       644.224  (meters)    2113.59   (feet)  ADJUSTED  
 LH0414  ___________________________________________________________________
 LH0414  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 LH0414  DYNAMIC HT  -         643.877 (meters)    2112.45  (feet)  COMP
 LH0414  MODELED GRAV-     980,064.5   (mgal)                       NAVD 88
 LH0414
 LH0414  VERT ORDER  -  FIRST     CLASS II
 LH0414
 LH0414.The horizontal coordinates were scaled from a topographic map and have
 LH0414.an estimated accuracy of +/- 6 seconds.
 LH0414
 LH0414.The orthometric height was determined by differential leveling
 LH0414.and adjusted by the National Geodetic Survey in June 1991..
 LH0414
 LH0414.The geoid height was determined by GEOID03.
 LH0414
 LH0414.The dynamic height is computed by dividing the NAVD 88
 LH0414.geopotential number by the normal gravity value computed on the
 LH0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0414.degrees latitude (g = 980.6199 gals.).
 LH0414
 LH0414.The modeled gravity was interpolated from observed gravity values.
 LH0414
 LH0414;                    North         East    Units  Estimated Accuracy
 LH0414;SPC NE       -   124,290.      606,040.      MT  (+/- 180 meters Scaled)
 LH0414
 LH0414                          SUPERSEDED SURVEY CONTROL
 LH0414
 LH0414  NGVD 29 (??/??/92)  643.971  (m)         2112.76   (f) ADJ UNCH    1 2
 LH0414
 LH0414.Superseded values are not recommended for survey control.
 LH0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0414.See file dsdata.txt to determine how the superseded data were derived.
 LH0414
 LH0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218327(NAD 83)
 LH0414_MARKER: DB = BENCH MARK DISK
 LH0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0414_STAMPING: D 292 1949
 LH0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0414+STABILITY: SURFACE MOTION
 LH0414
 LH0414  HISTORY     - Date     Condition        Report By
 LH0414  HISTORY     - 1949     MONUMENTED       CGS
 LH0414  HISTORY     - 1960     POOR             USGS
 LH0414
 LH0414                          STATION DESCRIPTION
 LH0414
 LH0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0414'6.6 MI S FROM ST MICHAEL.
 LH0414'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0414'ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2,
 LH0414'THENCE 4.2 MILES SOUTHERLY ALONG A COUNTY ROAD, AT THE SOUTHWEST
 LH0414'CORNER OF SECTION 1, T. 11 N., R. 13 W., IN THE NORTHEAST
 LH0414'QUARTER OF A PUBLIC ROAD CROSSING, ABOUT 0.15 MILE SOUTHWEST
 LH0414'OF A GREEN ROOFED FARMHOUSE, 35 FEET NORTH OF THE CENTER LINE
 LH0414'OF THE EAST-WEST ROAD, 38 FEET EAST OF THE CENTER LINE OF THE
 LH0414'NORTH-SOUTH ROAD, 3.6 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET
 LH0414'EAST OF A CORNER FENCE POST, 0.8 FOOT NORTH OF A FENCE, 2.7
 LH0414'FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0414'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 LH0414'GROUND.  NOTE-- POST WAS FOUND LEANING AS IF BROKEN OFF BELOW
 LH0414'SURFACE.
 LH0414
 LH0414                          STATION RECOVERY (1960)
 LH0414
 LH0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LH0414'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0643 ***********************************************************************
 LH0643  DESIGNATION -  D 293
 LH0643  PID         -  LH0643
 LH0643  STATE/COUNTY-  NE/BUFFALO
 LH0643  USGS QUAD   -  RIVERDALE (1962)
 LH0643
 LH0643                         *CURRENT SURVEY CONTROL
 LH0643  ___________________________________________________________________
 LH0643* NAD 83(1986)-  40 46 04.     (N)    099 07 41.     (W)     SCALED    
 LH0643* NAVD 88     -       662.216  (meters)    2172.62   (feet)  ADJUSTED  
 LH0643  ___________________________________________________________________
 LH0643  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 LH0643  DYNAMIC HT  -         661.845 (meters)    2171.40  (feet)  COMP
 LH0643  MODELED GRAV-     980,041.4   (mgal)                       NAVD 88
 LH0643
 LH0643  VERT ORDER  -  SECOND    CLASS 0
 LH0643
 LH0643.The horizontal coordinates were scaled from a topographic map and have
 LH0643.an estimated accuracy of +/- 6 seconds.
 LH0643
 LH0643.The orthometric height was determined by differential leveling
 LH0643.and adjusted by the National Geodetic Survey in June 1991..
 LH0643
 LH0643.The geoid height was determined by GEOID03.
 LH0643
 LH0643.The dynamic height is computed by dividing the NAVD 88
 LH0643.geopotential number by the normal gravity value computed on the
 LH0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0643.degrees latitude (g = 980.6199 gals.).
 LH0643
 LH0643.The modeled gravity was interpolated from observed gravity values.
 LH0643
 LH0643;                    North         East    Units  Estimated Accuracy
 LH0643;SPC NE       -   104,120.      573,600.      MT  (+/- 180 meters Scaled)
 LH0643
 LH0643                          SUPERSEDED SURVEY CONTROL
 LH0643
 LH0643  NGVD 29 (??/??/92)  661.967  (m)         2171.80   (f) ADJ UNCH    2 0
 LH0643
 LH0643.Superseded values are not recommended for survey control.
 LH0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0643.See file dsdata.txt to determine how the superseded data were derived.
 LH0643
 LH0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML891129(NAD 83)
 LH0643_MARKER: DB = BENCH MARK DISK
 LH0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0643_STAMPING: D 293 1949
 LH0643_MARK LOGO: CGS   
 LH0643_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0643+STABILITY: SURFACE MOTION
 LH0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0643+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 LH0643
 LH0643  HISTORY     - Date     Condition        Report By
 LH0643  HISTORY     - 1949     MONUMENTED       CGS
 LH0643  HISTORY     - 19930726 GOOD             NGS
 LH0643
 LH0643                          STATION DESCRIPTION
 LH0643
 LH0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0643'2.1 MI SE FROM RIVERDALE.
 LH0643'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0643'PACIFIC RAILROAD STATION AT RIVERDALE, BETWEEN THE HIGHWAY AND
 LH0643'THE RAILROAD TRACK, 93 FEET NORTHWEST OF THE CENTER LINE OF A
 LH0643'PRIVATE ROAD CROSSING THE TRACK, 46 FEET NORTHEAST OF THE
 LH0643'NORTHEAST RAIL OF THE TRACK, 35 FEET SOUTHWEST OF THE CENTER
 LH0643'LINE OF THE HIGHWAY, 4 FEET EAST OF THE FIRST POLE SOUTHEAST OF
 LH0643'MILEPOST NO. 8, 2.1 FEET SOUTHWEST OF A FENCE, 1.8 FEET NORTHWEST
 LH0643'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 LH0643'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0643'NOTE-- THIS BENCH MARK IS LOCATED 0.9 MILE NORTHWEST OF BENCH
 LH0643'MARK E 293.
 LH0643
 LH0643                          STATION RECOVERY (1993)
 LH0643
 LH0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0643'2.1 MI (3.4 KM) SOUTHEAST ALONG STATE HIGHWAY 40, FROM THE JUNCTION
 LH0643'WITH ELM STREET AND 3RD AVENUE, IN RIVERDALE, ON THE SOUTHWEST
 LH0643'RIGHT-OF-WAY OF THE HIGHWAY, IN THE NE1/4, SEC9, T9N, R16W, 88.58 FT
 LH0643'(27.00 M) SOUTH-SOUTHWEST FROM AN IRRIGATION WELL PUMP, 93 FT (28.3 M)
 LH0643'NORTHWEST FROM THE CENTERLINE OF A FIELD ENTRANCE, 35 FT (10.7 M)
 LH0643'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 1.8 FT (0.5 M) NORTHEAST
 LH0643'FROM A WITNESS POST AND SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LH0643'PROJECTS ABOUT 0.2 FT (6.1 CM) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0625 ***********************************************************************
 LH0625  DESIGNATION -  D 294 RESET
 LH0625  PID         -  LH0625
 LH0625  STATE/COUNTY-  NE/BUFFALO
 LH0625  USGS QUAD   -  MILLER NE (1962)
 LH0625
 LH0625                         *CURRENT SURVEY CONTROL
 LH0625  ___________________________________________________________________
 LH0625* NAD 83(1986)-  40 53 16.     (N)    099 15 25.     (W)     SCALED    
 LH0625* NAVD 88     -       725.36   (meters)    2379.8    (feet)  RESET     
 LH0625  ___________________________________________________________________
 LH0625  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 LH0625
 LH0625  VERT ORDER  -  THIRD
 LH0625
 LH0625.The horizontal coordinates were scaled from a topographic map and have
 LH0625.an estimated accuracy of +/- 6 seconds.
 LH0625
 LH0625.The orthometric height was computed from unverified reset data.
 LH0625.No vertical observational check was made to the station.
 LH0625
 LH0625.The geoid height was determined by GEOID03.
 LH0625
 LH0625;                    North         East    Units  Estimated Accuracy
 LH0625;SPC NE       -   117,340.      562,600.      MT  (+/- 180 meters Scaled)
 LH0625
 LH0625                          SUPERSEDED SURVEY CONTROL
 LH0625
 LH0625  NGVD 29 (08/02/06)  725.11   (m)         2379.0    (f) RESET       3  
 LH0625
 LH0625.Superseded values are not recommended for survey control.
 LH0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0625.See file dsdata.txt to determine how the superseded data were derived.
 LH0625
 LH0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML783263(NAD 83)
 LH0625_MARKER: DB = BENCH MARK DISK
 LH0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0625_STAMPING: D 294 RESET 1974
 LH0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0625+STABILITY: SURFACE MOTION
 LH0625
 LH0625  HISTORY     - Date     Condition        Report By
 LH0625  HISTORY     - 1974     MONUMENTED       NEDR
 LH0625
 LH0625                          STATION DESCRIPTION
 LH0625
 LH0625'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1974
 LH0625'3.9 MI N FROM AMHERST.
 LH0625'3.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0625'AMHERST, AT THE NORTHEAST CORNER OF SECTION 33, T. 11 N.,
 LH0625'R. 17 W., AT A T-JUNCTION OF ROADS, 39.0 FEET WEST OF
 LH0625'NORTH-SOUTH ROAD, 66 FEET WEST OF CONCRETE WITNESS POST IN
 LH0625'SOUTHEAST CORNER OF INTERSECTION, 2 FEET NORTH OF 4-WAY POWER
 LH0625'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0554 ***********************************************************************
 LH0554  DESIGNATION -  D 295
 LH0554  PID         -  LH0554
 LH0554  STATE/COUNTY-  NE/BUFFALO
 LH0554  USGS QUAD   -  ALFALFA CENTER (1974)
 LH0554
 LH0554                         *CURRENT SURVEY CONTROL
 LH0554  ___________________________________________________________________
 LH0554* NAD 83(1986)-  40 44 39.     (N)    099 14 11.     (W)     SCALED    
 LH0554* NAVD 88     -       702.361  (meters)    2304.33   (feet)  ADJUSTED  
 LH0554  ___________________________________________________________________
 LH0554  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 LH0554  DYNAMIC HT  -         701.961 (meters)    2303.02  (feet)  COMP
 LH0554  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 LH0554
 LH0554  VERT ORDER  -  SECOND    CLASS 0
 LH0554
 LH0554.The horizontal coordinates were scaled from a topographic map and have
 LH0554.an estimated accuracy of +/- 6 seconds.
 LH0554
 LH0554.The orthometric height was determined by differential leveling
 LH0554.and adjusted by the National Geodetic Survey in June 1991..
 LH0554
 LH0554.The geoid height was determined by GEOID03.
 LH0554
 LH0554.The dynamic height is computed by dividing the NAVD 88
 LH0554.geopotential number by the normal gravity value computed on the
 LH0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0554.degrees latitude (g = 980.6199 gals.).
 LH0554
 LH0554.The modeled gravity was interpolated from observed gravity values.
 LH0554
 LH0554;                    North         East    Units  Estimated Accuracy
 LH0554;SPC NE       -   101,410.      564,480.      MT  (+/- 180 meters Scaled)
 LH0554
 LH0554                          SUPERSEDED SURVEY CONTROL
 LH0554
 LH0554  NGVD 29 (??/??/92)  702.109  (m)         2303.50   (f) ADJ UNCH    2 0
 LH0554
 LH0554.Superseded values are not recommended for survey control.
 LH0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0554.See file dsdata.txt to determine how the superseded data were derived.
 LH0554
 LH0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML800103(NAD 83)
 LH0554_MARKER: DB = BENCH MARK DISK
 LH0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0554_STAMPING: D 295 1949
 LH0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0554+STABILITY: SURFACE MOTION
 LH0554
 LH0554  HISTORY     - Date     Condition        Report By
 LH0554  HISTORY     - 1949     MONUMENTED       CGS
 LH0554
 LH0554                          STATION DESCRIPTION
 LH0554
 LH0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0554'7.4 MI SE FROM AMHERST.
 LH0554'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0554'PACIFIC RAILROAD STATION AT AMHERST, THENCE 5.2 MILES SOUTH
 LH0554'ALONG A COUNTY ROAD, ABOUT 0.1 MILE NORTH OF THE SOUTHEAST
 LH0554'CORNER OF SECTION 15, T. 9 N., R. 17 W., AT A T-JUNCTION
 LH0554'OF ROADS, 106 FEET SOUTH OF THE SOUTHEAST CORNER OF OF A CORRAL,
 LH0554'29 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 LH0554'30 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST,
 LH0554'0.8 FOOT WEST OF A FENCE, 1.8 FEET NORTH OF A REFERENCE POST,
 LH0554'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0554'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0935 ***********************************************************************
 MJ0935  DESIGNATION -  D 296
 MJ0935  PID         -  MJ0935
 MJ0935  STATE/COUNTY-  NE/CASS
 MJ0935  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0935
 MJ0935                         *CURRENT SURVEY CONTROL
 MJ0935  ___________________________________________________________________
 MJ0935* NAD 83(1986)-  41 00 08.     (N)    095 58 02.     (W)     SCALED    
 MJ0935* NAVD 88     -       320.810  (meters)    1052.52   (feet)  ADJUSTED  
 MJ0935  ___________________________________________________________________
 MJ0935  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 MJ0935  DYNAMIC HT  -         320.677 (meters)    1052.09  (feet)  COMP
 MJ0935  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 MJ0935
 MJ0935  VERT ORDER  -  SECOND    CLASS 0
 MJ0935
 MJ0935.The horizontal coordinates were scaled from a topographic map and have
 MJ0935.an estimated accuracy of +/- 6 seconds.
 MJ0935
 MJ0935.The orthometric height was determined by differential leveling
 MJ0935.and adjusted by the National Geodetic Survey in June 1991..
 MJ0935
 MJ0935.The geoid height was determined by GEOID03.
 MJ0935
 MJ0935.The dynamic height is computed by dividing the NAVD 88
 MJ0935.geopotential number by the normal gravity value computed on the
 MJ0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0935.degrees latitude (g = 980.6199 gals.).
 MJ0935
 MJ0935.The modeled gravity was interpolated from observed gravity values.
 MJ0935
 MJ0935;                    North         East    Units  Estimated Accuracy
 MJ0935;SPC NE       -   137,690.      839,060.      MT  (+/- 180 meters Scaled)
 MJ0935
 MJ0935                          SUPERSEDED SURVEY CONTROL
 MJ0935
 MJ0935  NGVD 29 (??/??/92)  320.714  (m)         1052.21   (f) ADJ UNCH    2 0
 MJ0935
 MJ0935.Superseded values are not recommended for survey control.
 MJ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0935.See file dsdata.txt to determine how the superseded data were derived.
 MJ0935
 MJ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF504432(NAD 83)
 MJ0935_MARKER: DB = BENCH MARK DISK
 MJ0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0935_STAMPING: D 296 1949
 MJ0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0935+STABILITY: SURFACE MOTION
 MJ0935
 MJ0935  HISTORY     - Date     Condition        Report By
 MJ0935  HISTORY     - 1949     MONUMENTED       CGS
 MJ0935
 MJ0935                          STATION DESCRIPTION
 MJ0935
 MJ0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0935'4.7 MI SW FROM PLATTSMOUTH.
 MJ0935'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 MJ0935'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAYS 75-73 AND
 MJ0935'34, THENCE 3.75 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE ROAD,
 MJ0935'ON THE CREST OF A HILL, 0.1 MILE EAST OF BACHELOR CREEK, 93
 MJ0935'FEET SOUTH OF THE CENTER LINE OF THE PLATTSMOUTH-LOUISVILLE ROAD,
 MJ0935'14 FEET SOUTH OF A POWER LINE POLE, 1.0 FOOT NORTH OF A WIRE FENCE,
 MJ0935'1.2 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 MJ0935'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0159 ***********************************************************************
 LG0159  DESIGNATION -  D 297
 LG0159  PID         -  LG0159
 LG0159  STATE/COUNTY-  NE/CASS
 LG0159  USGS QUAD   -  WEEPING WATER NE (1956)
 LG0159
 LG0159                         *CURRENT SURVEY CONTROL
 LG0159  ___________________________________________________________________
 LG0159* NAD 83(1986)-  40 53 08.     (N)    096 02 40.     (W)     SCALED    
 LG0159* NAVD 88     -       369.510  (meters)    1212.30   (feet)  ADJUSTED  
 LG0159  ___________________________________________________________________
 LG0159  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 LG0159  DYNAMIC HT  -         369.353 (meters)    1211.79  (feet)  COMP
 LG0159  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 LG0159
 LG0159  VERT ORDER  -  SECOND    CLASS 0
 LG0159
 LG0159.The horizontal coordinates were scaled from a topographic map and have
 LG0159.an estimated accuracy of +/- 6 seconds.
 LG0159
 LG0159.The orthometric height was determined by differential leveling
 LG0159.and adjusted by the National Geodetic Survey in June 1991..
 LG0159
 LG0159.The geoid height was determined by GEOID03.
 LG0159
 LG0159.The dynamic height is computed by dividing the NAVD 88
 LG0159.geopotential number by the normal gravity value computed on the
 LG0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0159.degrees latitude (g = 980.6199 gals.).
 LG0159
 LG0159.The modeled gravity was interpolated from observed gravity values.
 LG0159
 LG0159;                    North         East    Units  Estimated Accuracy
 LG0159;SPC NE       -   124,450.      833,170.      MT  (+/- 180 meters Scaled)
 LG0159
 LG0159                          SUPERSEDED SURVEY CONTROL
 LG0159
 LG0159  NGVD 29 (??/??/92)  369.416  (m)         1211.99   (f) ADJ UNCH    2 0
 LG0159
 LG0159.Superseded values are not recommended for survey control.
 LG0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0159.See file dsdata.txt to determine how the superseded data were derived.
 LG0159
 LG0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL490302(NAD 83)
 LG0159_MARKER: DB = BENCH MARK DISK
 LG0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0159_STAMPING: D 297 1949
 LG0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0159+STABILITY: SURFACE MOTION
 LG0159
 LG0159  HISTORY     - Date     Condition        Report By
 LG0159  HISTORY     - 1949     MONUMENTED       CGS
 LG0159
 LG0159                          STATION DESCRIPTION
 LG0159
 LG0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0159'8.3 MI SW FROM MURRAY.
 LG0159'6.3 MILES WEST ALONG THE NEBRASKA STATE HIGHWAY 1 FROM THE
 LG0159'MISSOURI PACIFIC RAILWAY STATION AT MURRAY, THENCE 2.0 MILES
 LG0159'SOUTH ALONG A GRADED GRAVELED ROAD, AT A ROAD INTERSECTION,
 LG0159'115 FEET EAST OF THE CENTER LINE OF THE THE GRAVELED ROAD LEADING
 LG0159'SOUTH, 36 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD
 LG0159'LEADING EAST, 1.4 FEET NORTH OF A WOVEN WIRE FENCE, 1.4 FEET
 LG0159'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 LG0159'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2184 ***********************************************************************
 MK2184  DESIGNATION -  D 298 RESET
 MK2184  PID         -  MK2184
 MK2184  STATE/COUNTY-  NE/SAUNDERS
 MK2184  USGS QUAD   -  WAHOO EAST (1983)
 MK2184
 MK2184                         *CURRENT SURVEY CONTROL
 MK2184  ___________________________________________________________________
 MK2184* NAD 83(1986)-  41 12 21.     (N)    096 36 17.     (W)     SCALED    
 MK2184* NAVD 88     -       356.70   (meters)    1170.3    (feet)  RESET     
 MK2184  ___________________________________________________________________
 MK2184  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 MK2184
 MK2184  VERT ORDER  -  THIRD
 MK2184
 MK2184.The horizontal coordinates were scaled from a topographic map and have
 MK2184.an estimated accuracy of +/- 6 seconds.
 MK2184
 MK2184.The orthometric height was computed from unverified reset data.
 MK2184.No vertical observational check was made to the station.
 MK2184
 MK2184.The geoid height was determined by GEOID03.
 MK2184
 MK2184;                    North         East    Units  Estimated Accuracy
 MK2184;SPC NE       -   157,970.      784,610.      MT  (+/- 180 meters Scaled)
 MK2184
 MK2184                          SUPERSEDED SURVEY CONTROL
 MK2184
 MK2184  NGVD 29 (08/02/06)  356.55   (m)         1169.8    (f) RESET       3  
 MK2184
 MK2184.Superseded values are not recommended for survey control.
 MK2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2184.See file dsdata.txt to determine how the superseded data were derived.
 MK2184
 MK2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL008643(NAD 83)
 MK2184_MARKER: DB = BENCH MARK DISK
 MK2184_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2184_SP_SET: BRIDGE ABUTMENT
 MK2184_STAMPING: D 298 RESET 1987
 MK2184_MARK LOGO: NGS   
 MK2184_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2184+STABILITY: SURFACE MOTION
 MK2184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2184+SATELLITE: SATELLITE OBSERVATIONS - 1987
 MK2184
 MK2184  HISTORY     - Date     Condition        Report By
 MK2184  HISTORY     - 1987     MONUMENTED       NGS
 MK2184
 MK2184                          STATION DESCRIPTION
 MK2184
 MK2184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 MK2184'0.48 KM (0.30 MI) SOUTH ALONG U.S. HIGHWAY 77, FROM THE COURTHOUSE IN
 MK2184'WAHOO, THEN 1.29 KM (0.80 MI) EAST ALONG 1ST STREET TO THE MARK
 MK2184'CEMENTED INTO A DRILLED IN THE SOUTH END OF THE WEST ABUTMENT OF A
 MK2184'CONCRETE BRIDGE OVER SAND CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0763 ***********************************************************************
 MK0763  DESIGNATION -  D 299
 MK0763  PID         -  MK0763
 MK0763  STATE/COUNTY-  NE/SAUNDERS
 MK0763  USGS QUAD   -  MEAD (1981)
 MK0763
 MK0763                         *CURRENT SURVEY CONTROL
 MK0763  ___________________________________________________________________
 MK0763* NAD 83(1986)-  41 07 56.     (N)    096 24 22.     (W)     SCALED    
 MK0763* NAVD 88     -       347.217  (meters)    1139.16   (feet)  ADJUSTED  
 MK0763  ___________________________________________________________________
 MK0763  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 MK0763  DYNAMIC HT  -         347.070 (meters)    1138.68  (feet)  COMP
 MK0763  MODELED GRAV-     980,191.8   (mgal)                       NAVD 88
 MK0763
 MK0763  VERT ORDER  -  SECOND    CLASS 0
 MK0763
 MK0763.The horizontal coordinates were scaled from a topographic map and have
 MK0763.an estimated accuracy of +/- 6 seconds.
 MK0763
 MK0763.The orthometric height was determined by differential leveling
 MK0763.and adjusted by the National Geodetic Survey in June 1991..
 MK0763
 MK0763.The geoid height was determined by GEOID03.
 MK0763
 MK0763.The dynamic height is computed by dividing the NAVD 88
 MK0763.geopotential number by the normal gravity value computed on the
 MK0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0763.degrees latitude (g = 980.6199 gals.).
 MK0763
 MK0763.The modeled gravity was interpolated from observed gravity values.
 MK0763
 MK0763;                    North         East    Units  Estimated Accuracy
 MK0763;SPC NE       -   150,480.      801,580.      MT  (+/- 180 meters Scaled)
 MK0763
 MK0763                          SUPERSEDED SURVEY CONTROL
 MK0763
 MK0763  NGVD 29 (??/??/92)  347.101  (m)         1138.78   (f) ADJ UNCH    2 0
 MK0763
 MK0763.Superseded values are not recommended for survey control.
 MK0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0763.See file dsdata.txt to determine how the superseded data were derived.
 MK0763
 MK0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL177566(NAD 83)
 MK0763_MARKER: DB = BENCH MARK DISK
 MK0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0763_STAMPING: D 299 1950
 MK0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0763+STABILITY: SURFACE MOTION
 MK0763
 MK0763  HISTORY     - Date     Condition        Report By
 MK0763  HISTORY     - 1950     MONUMENTED       CGS
 MK0763
 MK0763                          STATION DESCRIPTION
 MK0763
 MK0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0763'3.6 MI SW FROM WANN.
 MK0763'2.6 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0763'AND QUINCY RAILROAD STATION AT WANN, THENCE 1.0 MILE SOUTH ALONG
 MK0763'A GRAVELED ROAD, AT THE SOUTHEAST CORNER OF THE NEBRASKA
 MK0763'ORDINANCE DEPOT, AT A T ROAD JUNCTION, 116 FEET NORTH OF THE
 MK0763'CENTER LINE OF A ROAD LEADING WEST, 70 FEET NORTHWEST OF A
 MK0763'TELEPHONE POLE, 64 FEET NORTH OF A FENCE CORNER, 50 FEET WEST
 MK0763'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1 FOOT EAST OF
 MK0763'A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MK0763'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS
 MK0763'MARK IS 1.0 MILE EAST OF BENCH MARK A 299.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0033 ***********************************************************************
 NO0033  DESIGNATION -  D 3
 NO0033  PID         -  NO0033
 NO0033  STATE/COUNTY-  NE/CHERRY
 NO0033  USGS QUAD   -  ARABIA NW (1985)
 NO0033
 NO0033                         *CURRENT SURVEY CONTROL
 NO0033  ___________________________________________________________________
 NO0033* NAD 83(1986)-  42 44 10.     (N)    100 23 02.     (W)     SCALED    
 NO0033* NAVD 88     -       831.412  (meters)    2727.72   (feet)  ADJUSTED  
 NO0033  ___________________________________________________________________
 NO0033  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 NO0033  DYNAMIC HT  -         831.072 (meters)    2726.61  (feet)  COMP
 NO0033  MODELED GRAV-     980,183.8   (mgal)                       NAVD 88
 NO0033
 NO0033  VERT ORDER  -  FIRST     CLASS II
 NO0033
 NO0033.The horizontal coordinates were scaled from a topographic map and have
 NO0033.an estimated accuracy of +/- 6 seconds.
 NO0033
 NO0033.The orthometric height was determined by differential leveling
 NO0033.and adjusted by the National Geodetic Survey in June 1991..
 NO0033
 NO0033.The geoid height was determined by GEOID03.
 NO0033
 NO0033.The dynamic height is computed by dividing the NAVD 88
 NO0033.geopotential number by the normal gravity value computed on the
 NO0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0033.degrees latitude (g = 980.6199 gals.).
 NO0033
 NO0033.The modeled gravity was interpolated from observed gravity values.
 NO0033
 NO0033;                    North         East    Units  Estimated Accuracy
 NO0033;SPC NE       -   322,380.      468,570.      MT  (+/- 180 meters Scaled)
 NO0033
 NO0033                          SUPERSEDED SURVEY CONTROL
 NO0033
 NO0033  NGVD 29 (??/??/92)  831.128  (m)         2726.79   (f) ADJ UNCH    1 2
 NO0033
 NO0033.Superseded values are not recommended for survey control.
 NO0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0033.See file dsdata.txt to determine how the superseded data were derived.
 NO0033
 NO0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN867324(NAD 83)
 NO0033_MARKER: DB = BENCH MARK DISK
 NO0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0033_MARK LOGO: NONE  
 NO0033_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0033+STABILITY: SURFACE MOTION
 NO0033
 NO0033  HISTORY     - Date     Condition        Report By
 NO0033  HISTORY     - UNK      MONUMENTED       CGS
 NO0033  HISTORY     - 1946     GOOD             NGS
 NO0033  HISTORY     - 19971128 GOOD             LOCSUR
 NO0033
 NO0033                          STATION DESCRIPTION
 NO0033
 NO0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NO0033'0.6 MI NW FROM ARABIA.
 NO0033'0.6 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0033'FROM THE STATION AT ARABIA, CHERRY COUNTY, 4-1/2 RAILS NORTHWEST
 NO0033'OF MILEPOST 254, 46.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NO0033'TRACK, 51 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 4.5
 NO0033'FEET SOUTH OF A GUYED POLE.  THE BOTTOM OF A SQUARE HOLE
 NO0033'SURROUNDED BY THE LETTERS USC AND GS IN THE TOP OF A LIMESTONE
 NO0033'POST.
 NO0033
 NO0033                          STATION RECOVERY (1997)
 NO0033
 NO0033'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NO0033'LOCATED ALONG THE SOUTH SIDE OF THE COWBOY TRAIL (FORMER CHICAGO AND
 NO0033'NORTH WESTERN RAILROAD GRADE) BETWEEN THE TOWNS OF WOOD LAKE AND
 NO0033'VALENTINE, IN THE NE 1/4 OF SEC 20, T32N, R26W, NEAR THE EAST-WEST
 NO0033'SECTION LINE BETWEEN SECTIONS 17 AND 20.  TO REACH FROM WOOD LAKE, GO
 NO0033'WEST ON HIGHWAY 20 FOR APPROXIMATELY 9 MILES (14.5 KM) TO THE ENTRANCE
 NO0033'OF A PROMINENT RANCH LOCATED ALONG THE NORTH SIDE OF THE HIGHWAY KNOWN
 NO0033'AS THE ARABIA RANCH WHICH IS WELL MARKED.  THIS ENTRANCE IS LOCATED
 NO0033'JUST EAST OF WHERE HIGHWAY 20 AND THE COWBOY TRAIL BEGIN TO SEPARATE
 NO0033'FROM EACH OTHER AFTER RUNNING PARALLEL WITH EACH OTHER FROM WOOD LAKE.
 NO0033'FROM THE ARABIA RANCH ENTRANCE FOLLOW THE COWBOY TRAIL IN A
 NO0033'NORTHWESTERLY DIRECTION FOR APPROXIMATELY 0.8 MILE (1.3 KM) TO THE
 NO0033'MONUMENT WHICH IS LOCATED JUST EAST OF A SMALL HILL AND JUST WEST OF A
 NO0033'SMALL DEPRESSION WHICH ARE ALONG THE SOUTH SIDE OF THE TRAIL.
 NO0033'MONUMENT IS 48 FEET (14.6 M) SOUTHWEST FROM THE CENTER OF THE TRAIL
 NO0033'(MEASURED PERPENDICULAR TO THE TRAIL) , 50.7 FEET (15.5 M) NORTHEAST
 NO0033'FROM A STEEL FENCE POST ON A FENCE RUNNING PARALLEL WITH THE TRAIL
 NO0033'WHICH IS THE THIRTEENTH STEEL POST (OR NINETEENTH POST INCLUDING
 NO0033'WOODEN POSTS) WESTERLY FROM A CORNER FENCE POST FROM WHICH FENCES RUN
 NO0033'SOUTH-NORTHWEST AND ALSO SOUTH TOWARD A WINDMILL, 6.0 FEET (1.8 M)
 NO0033'EAST-SOUTHEAST FROM THE CENTER OF A STUB 8 INCH DIAMETER TELEGRAPH
 NO0033'POLE CUT OFF JUST ABOVE THE GROUND, 145 FEET (44.2 M) NORTHWEST FROM
 NO0033'AN ABANDONED RAILROAD TELEGRAPH POLE WITH MILEPOST 254 ATTACHED TO IT.
 NO0033'THE BOTTOM OF A 1 1/4 INCH SQUARE HOLE IN THE CENTER OF A 6 INCH
 NO0033'SQUARE LIMESTONE POST PROJECTING 0.6 FEET (18.3 CM) ABOVE THE GROUND
 NO0033'WITH THE LETTERS USBM ON TOP AT THE FOUR CORNERS.  THE RAILROAD
 NO0033'STATION AT ARABIA AND THE TRACKS THAT ARE DESCRIBED IN THE STATION
 NO0033'RECOVERY REPORT OF 1946 NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0767 ***********************************************************************
 MK0767  DESIGNATION -  D 300
 MK0767  PID         -  MK0767
 MK0767  STATE/COUNTY-  NE/DOUGLAS
 MK0767  USGS QUAD   -  VALLEY (1983)
 MK0767
 MK0767                         *CURRENT SURVEY CONTROL
 MK0767  ___________________________________________________________________
 MK0767* NAD 83(1986)-  41 17 48.     (N)    096 20 31.     (W)     SCALED    
 MK0767* NAVD 88     -       347.773  (meters)    1140.99   (feet)  ADJUSTED  
 MK0767  ___________________________________________________________________
 MK0767  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 MK0767  DYNAMIC HT  -         347.612 (meters)    1140.46  (feet)  COMP
 MK0767  MODELED GRAV-     980,152.4   (mgal)                       NAVD 88
 MK0767
 MK0767  VERT ORDER  -  SECOND    CLASS 0
 MK0767
 MK0767.The horizontal coordinates were scaled from a topographic map and have
 MK0767.an estimated accuracy of +/- 6 seconds.
 MK0767
 MK0767.The orthometric height was determined by differential leveling
 MK0767.and adjusted by the National Geodetic Survey in June 1991..
 MK0767
 MK0767.The geoid height was determined by GEOID03.
 MK0767
 MK0767.The dynamic height is computed by dividing the NAVD 88
 MK0767.geopotential number by the normal gravity value computed on the
 MK0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0767.degrees latitude (g = 980.6199 gals.).
 MK0767
 MK0767.The modeled gravity was interpolated from observed gravity values.
 MK0767
 MK0767;                    North         East    Units  Estimated Accuracy
 MK0767;SPC NE       -   168,950.      806,190.      MT  (+/- 180 meters Scaled)
 MK0767
 MK0767                          SUPERSEDED SURVEY CONTROL
 MK0767
 MK0767  NGVD 29 (??/??/92)  347.638  (m)         1140.54   (f) ADJ UNCH    2 0
 MK0767
 MK0767.Superseded values are not recommended for survey control.
 MK0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0767.See file dsdata.txt to determine how the superseded data were derived.
 MK0767
 MK0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL225750(NAD 83)
 MK0767_MARKER: DB = BENCH MARK DISK
 MK0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0767_STAMPING: D 300 1950
 MK0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0767+STABILITY: SURFACE MOTION
 MK0767
 MK0767  HISTORY     - Date     Condition        Report By
 MK0767  HISTORY     - 1950     MONUMENTED       CGS
 MK0767  HISTORY     - 1976     GOOD             LOCSUR
 MK0767
 MK0767                          STATION DESCRIPTION
 MK0767
 MK0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0767'1.4 MI SE FROM VALLEY.
 MK0767'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT VALLEY,
 MK0767'THENCE 0.3 MILE EAST ALONG A GRAVELED STREET, THENCE 1.0 MILE
 MK0767'SOUTH ALONG STATE HIGHWAY 93, AT THE FARM HOME OF JAMES
 MK0767'RASSMUSSEN, 500 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MK0767'54 FEET NORTH OF THE NORTHEAST CORNER OF A BARN, 49 FEET SOUTHEAST
 MK0767'OF THE SOUTHEAST CORNER OF THE FARMHOUSE, 23 FEET NORTH OF THE
 MK0767'CENTER LINE OF A PRIVATE DRIVEWAY, 8 FEET WEST OF A POWER POLE,
 MK0767'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MK0767'THE GROUND.
 MK0767
 MK0767                          STATION RECOVERY (1976)
 MK0767
 MK0767'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0797 ***********************************************************************
 MK0797  DESIGNATION -  D 301
 MK0797  PID         -  MK0797
 MK0797  STATE/COUNTY-  NE/SARPY
 MK0797  USGS QUAD   -  WANN (1981)
 MK0797
 MK0797                         *CURRENT SURVEY CONTROL
 MK0797  ___________________________________________________________________
 MK0797* NAD 83(1986)-  41 08 22.     (N)    096 17 13.     (W)     SCALED    
 MK0797* NAVD 88     -       332.149  (meters)    1089.73   (feet)  ADJUSTED  
 MK0797  ___________________________________________________________________
 MK0797  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 MK0797  DYNAMIC HT  -         332.009 (meters)    1089.27  (feet)  COMP
 MK0797  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 MK0797
 MK0797  VERT ORDER  -  SECOND    CLASS 0
 MK0797
 MK0797.The horizontal coordinates were scaled from a topographic map and have
 MK0797.an estimated accuracy of +/- 6 seconds.
 MK0797
 MK0797.The orthometric height was determined by differential leveling
 MK0797.and adjusted by the National Geodetic Survey in June 1991..
 MK0797
 MK0797.The geoid height was determined by GEOID03.
 MK0797
 MK0797.The dynamic height is computed by dividing the NAVD 88
 MK0797.geopotential number by the normal gravity value computed on the
 MK0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0797.degrees latitude (g = 980.6199 gals.).
 MK0797
 MK0797.The modeled gravity was interpolated from observed gravity values.
 MK0797
 MK0797;                    North         East    Units  Estimated Accuracy
 MK0797;SPC NE       -   151,700.      811,540.      MT  (+/- 180 meters Scaled)
 MK0797
 MK0797                          SUPERSEDED SURVEY CONTROL
 MK0797
 MK0797  NGVD 29 (??/??/92)  332.038  (m)         1089.36   (f) ADJ UNCH    2 0
 MK0797
 MK0797.Superseded values are not recommended for survey control.
 MK0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0797.See file dsdata.txt to determine how the superseded data were derived.
 MK0797
 MK0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL277577(NAD 83)
 MK0797_MARKER: DB = BENCH MARK DISK
 MK0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0797_STAMPING: D 301 1950
 MK0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0797+STABILITY: SURFACE MOTION
 MK0797
 MK0797  HISTORY     - Date     Condition        Report By
 MK0797  HISTORY     - 1950     MONUMENTED       CGS
 MK0797
 MK0797                          STATION DESCRIPTION
 MK0797
 MK0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0797'2.2 MI W FROM GRETNA.
 MK0797'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0797'GRETNA, AT THE FARM HOME OF HENRY CHRISTINSEN, 94 FEET WEST OF
 MK0797'THE CENTER LINE OF THE ROAD LEADING NORTH, 27 FEET NORTH OF THE
 MK0797'EXTENDED CENTER LINE OF A ROAD LEADING EAST, 47 FEET SOUTHEAST
 MK0797'OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 12 FEET NORTH OF THE
 MK0797'CENTER LINE OF A PRIVATE DRIVEWAY, 1 FOOT SOUTH OF A FENCE,
 MK0797'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MK0797'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0859 ***********************************************************************
 MK0859  DESIGNATION -  D 302
 MK0859  PID         -  MK0859
 MK0859  STATE/COUNTY-  NE/DOUGLAS
 MK0859  USGS QUAD   -  LESHARA (1968)
 MK0859
 MK0859                         *CURRENT SURVEY CONTROL
 MK0859  ___________________________________________________________________
 MK0859* NAD 83(1986)-  41 19 15.     (N)    096 23 15.     (W)     SCALED    
 MK0859* NAVD 88     -       350.012  (meters)    1148.33   (feet)  ADJUSTED  
 MK0859  ___________________________________________________________________
 MK0859  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 MK0859  DYNAMIC HT  -         349.850 (meters)    1147.80  (feet)  COMP
 MK0859  MODELED GRAV-     980,150.9   (mgal)                       NAVD 88
 MK0859
 MK0859  VERT ORDER  -  SECOND    CLASS 0
 MK0859
 MK0859.The horizontal coordinates were scaled from a topographic map and have
 MK0859.an estimated accuracy of +/- 6 seconds.
 MK0859
 MK0859.The orthometric height was determined by differential leveling
 MK0859.and adjusted by the National Geodetic Survey in June 1991..
 MK0859
 MK0859.The geoid height was determined by GEOID03.
 MK0859
 MK0859.The dynamic height is computed by dividing the NAVD 88
 MK0859.geopotential number by the normal gravity value computed on the
 MK0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0859.degrees latitude (g = 980.6199 gals.).
 MK0859
 MK0859.The modeled gravity was interpolated from observed gravity values.
 MK0859
 MK0859;                    North         East    Units  Estimated Accuracy
 MK0859;SPC NE       -   171,470.      802,270.      MT  (+/- 180 meters Scaled)
 MK0859
 MK0859                          SUPERSEDED SURVEY CONTROL
 MK0859
 MK0859  NGVD 29 (??/??/92)  349.874  (m)         1147.88   (f) ADJ UNCH    2 0
 MK0859
 MK0859.Superseded values are not recommended for survey control.
 MK0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0859.See file dsdata.txt to determine how the superseded data were derived.
 MK0859
 MK0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL186776(NAD 83)
 MK0859_MARKER: DB = BENCH MARK DISK
 MK0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0859_STAMPING: D 302 1950
 MK0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0859+STABILITY: SURFACE MOTION
 MK0859
 MK0859  HISTORY     - Date     Condition        Report By
 MK0859  HISTORY     - 1950     MONUMENTED       CGS
 MK0859  HISTORY     - 1976     GOOD             LOCSUR
 MK0859
 MK0859                          STATION DESCRIPTION
 MK0859
 MK0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0859'1.9 MI W FROM VALLEY.
 MK0859'1.9 MILES WEST ALONG STATE HIGHWAY 64 FROM THE VALLEY FEED YARD
 MK0859'WATER TOWER AT VALLEY, AT THE T.F. GREEN FARM, 85 FEET NORTH OF
 MK0859'THE CENTER LINE OF THE HIGHWAY, 38 FEET WEST OF THE SOUTHWEST
 MK0859'CORNER OF THE FARMHOUSE, 2.3 FEET SOUTH OF A POWER POLE, SET IN
 MK0859'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MK0859'GROUND.
 MK0859
 MK0859                          STATION RECOVERY (1976)
 MK0859
 MK0859'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0557 ***********************************************************************
 MK0557  DESIGNATION -  D 303
 MK0557  PID         -  MK0557
 MK0557  STATE/COUNTY-  NE/DOUGLAS
 MK0557  USGS QUAD   -  ELKHORN (1983)
 MK0557
 MK0557                         *CURRENT SURVEY CONTROL
 MK0557  ___________________________________________________________________
 MK0557* NAD 83(1986)-  41 15 22.     (N)    096 10 18.     (W)     SCALED    
 MK0557* NAVD 88     -       335.449  (meters)    1100.55   (feet)  ADJUSTED  
 MK0557  ___________________________________________________________________
 MK0557  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 MK0557  DYNAMIC HT  -         335.303 (meters)    1100.07  (feet)  COMP
 MK0557  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 MK0557
 MK0557  VERT ORDER  -  SECOND    CLASS 0
 MK0557
 MK0557.The horizontal coordinates were scaled from a topographic map and have
 MK0557.an estimated accuracy of +/- 6 seconds.
 MK0557
 MK0557.The orthometric height was determined by differential leveling
 MK0557.and adjusted by the National Geodetic Survey in June 1991..
 MK0557
 MK0557.The geoid height was determined by GEOID03.
 MK0557
 MK0557.The dynamic height is computed by dividing the NAVD 88
 MK0557.geopotential number by the normal gravity value computed on the
 MK0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0557.degrees latitude (g = 980.6199 gals.).
 MK0557
 MK0557.The modeled gravity was interpolated from observed gravity values.
 MK0557
 MK0557;                    North         East    Units  Estimated Accuracy
 MK0557;SPC NE       -   165,070.      820,640.      MT  (+/- 180 meters Scaled)
 MK0557
 MK0557                          SUPERSEDED SURVEY CONTROL
 MK0557
 MK0557  NGVD 29 (??/??/92)  335.325  (m)         1100.15   (f) ADJ UNCH    2 0
 MK0557
 MK0557.Superseded values are not recommended for survey control.
 MK0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0557.See file dsdata.txt to determine how the superseded data were derived.
 MK0557
 MK0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL369710(NAD 83)
 MK0557_MARKER: DB = BENCH MARK DISK
 MK0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0557_SP_SET: BRIDGE ABUTMENT
 MK0557_STAMPING: D 303 1950
 MK0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0557
 MK0557  HISTORY     - Date     Condition        Report By
 MK0557  HISTORY     - 1950     MONUMENTED       CGS
 MK0557  HISTORY     - 1976     MARK NOT FOUND   NGS
 MK0557
 MK0557                          STATION DESCRIPTION
 MK0557
 MK0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0557'3.8 MI SE FROM ELKHORN.
 MK0557'3.85 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0557'STATION AT ELKHORN, 0.5 MILE SOUTHEAST OF THE OVERPASS ON U.S.
 MK0557'HIGHWAYS 6, 30 A AND 275, 5.5 FEET SOUTHWEST OF THE SOUTHWEST
 MK0557'RAIL OF THE SOUTHWEST SET OF TRACKS, 1 FOOT BELOW THE TOP OF THE
 MK0557'RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 MK0557'ABUTMENT OF BRIDGE 17.75.
 MK0557
 MK0557                          STATION RECOVERY (1976)
 MK0557
 MK0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MK0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1046 ***********************************************************************
 MK1046  DESIGNATION -  D 304
 MK1046  PID         -  MK1046
 MK1046  STATE/COUNTY-  NE/SAUNDERS
 MK1046  USGS QUAD   -  COLON (1969)
 MK1046
 MK1046                         *CURRENT SURVEY CONTROL
 MK1046  ___________________________________________________________________
 MK1046* NAD 83(1986)-  41 18 25.     (N)    096 33 51.     (W)     SCALED    
 MK1046* NAVD 88     -       376.827  (meters)    1236.31   (feet)  ADJUSTED  
 MK1046  ___________________________________________________________________
 MK1046  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 MK1046  DYNAMIC HT  -         376.650 (meters)    1235.73  (feet)  COMP
 MK1046  MODELED GRAV-     980,144.8   (mgal)                       NAVD 88
 MK1046
 MK1046  VERT ORDER  -  SECOND    CLASS 0
 MK1046
 MK1046.The horizontal coordinates were scaled from a topographic map and have
 MK1046.an estimated accuracy of +/- 6 seconds.
 MK1046
 MK1046.The orthometric height was determined by differential leveling
 MK1046.and adjusted by the National Geodetic Survey in June 1991..
 MK1046
 MK1046.The geoid height was determined by GEOID03.
 MK1046
 MK1046.The dynamic height is computed by dividing the NAVD 88
 MK1046.geopotential number by the normal gravity value computed on the
 MK1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1046.degrees latitude (g = 980.6199 gals.).
 MK1046
 MK1046.The modeled gravity was interpolated from observed gravity values.
 MK1046
 MK1046;                    North         East    Units  Estimated Accuracy
 MK1046;SPC NE       -   169,320.      787,560.      MT  (+/- 180 meters Scaled)
 MK1046
 MK1046                          SUPERSEDED SURVEY CONTROL
 MK1046
 MK1046  NGVD 29 (??/??/92)  376.677  (m)         1235.81   (f) ADJ UNCH    2 0
 MK1046
 MK1046.Superseded values are not recommended for survey control.
 MK1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1046.See file dsdata.txt to determine how the superseded data were derived.
 MK1046
 MK1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL039756(NAD 83)
 MK1046_MARKER: DB = BENCH MARK DISK
 MK1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1046_STAMPING: D 304 1950
 MK1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1046+STABILITY: SURFACE MOTION
 MK1046
 MK1046  HISTORY     - Date     Condition        Report By
 MK1046  HISTORY     - 1950     MONUMENTED       CGS
 MK1046
 MK1046                          STATION DESCRIPTION
 MK1046
 MK1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1046'3 MI E FROM COLON.
 MK1046'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO AND
 MK1046'NORTH WESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILE NORTH
 MK1046'ALONG STATE HIGHWAY 109, THENCE 1.9 MILES EAST ALONG STATE
 MK1046'HIGHWAY 64, AT THE FARM HOME OF GOTFRED SWANSON, 89 FEET
 MK1046'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 46 FEET NORTHWEST
 MK1046'OF THE NORTHWEST CORNER OF THE FARMHOUSE, 46 FEET NORTHEAST
 MK1046'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 40 FEET NORTH OF A
 MK1046'LIGHT POLE, 6.4 FEET WEST OF A FENCE, SET IN THE TOP OF A
 MK1046'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0593 ***********************************************************************
 MK0593  DESIGNATION -  D 305
 MK0593  PID         -  MK0593
 MK0593  STATE/COUNTY-  NE/DOUGLAS
 MK0593  USGS QUAD   -  VALLEY (1983)
 MK0593
 MK0593                         *CURRENT SURVEY CONTROL
 MK0593  ___________________________________________________________________
 MK0593* NAD 83(1986)-  41 21 22.     (N)    096 18 40.     (W)     SCALED    
 MK0593* NAVD 88     -       345.761  (meters)    1134.38   (feet)  ADJUSTED  
 MK0593  ___________________________________________________________________
 MK0593  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 MK0593  DYNAMIC HT  -         345.597 (meters)    1133.85  (feet)  COMP
 MK0593  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 MK0593
 MK0593  VERT ORDER  -  SECOND    CLASS 0
 MK0593
 MK0593.The horizontal coordinates were scaled from a topographic map and have
 MK0593.an estimated accuracy of +/- 6 seconds.
 MK0593
 MK0593.The orthometric height was determined by differential leveling
 MK0593.and adjusted by the National Geodetic Survey in June 1991..
 MK0593
 MK0593.The geoid height was determined by GEOID03.
 MK0593
 MK0593.The dynamic height is computed by dividing the NAVD 88
 MK0593.geopotential number by the normal gravity value computed on the
 MK0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0593.degrees latitude (g = 980.6199 gals.).
 MK0593
 MK0593.The modeled gravity was interpolated from observed gravity values.
 MK0593
 MK0593;                    North         East    Units  Estimated Accuracy
 MK0593;SPC NE       -   175,650.      808,490.      MT  (+/- 180 meters Scaled)
 MK0593
 MK0593                          SUPERSEDED SURVEY CONTROL
 MK0593
 MK0593  NGVD 29 (??/??/92)  345.619  (m)         1133.92   (f) ADJ UNCH    2 0
 MK0593
 MK0593.Superseded values are not recommended for survey control.
 MK0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0593.See file dsdata.txt to determine how the superseded data were derived.
 MK0593
 MK0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL249817(NAD 83)
 MK0593_MARKER: DB = BENCH MARK DISK
 MK0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0593_STAMPING: D 305 1950
 MK0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0593+STABILITY: SURFACE MOTION
 MK0593
 MK0593  HISTORY     - Date     Condition        Report By
 MK0593  HISTORY     - 1950     MONUMENTED       CGS
 MK0593
 MK0593                          STATION DESCRIPTION
 MK0593
 MK0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0593'5.4 MI NW FROM WATERLOO.
 MK0593'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 130 FROM THE UNION
 MK0593'PACIFIC RAILROAD STATION AT WATERLOO, THENCE 1.0 MILE NORTHWEST
 MK0593'ALONG U.S. HIGHWAY 275, THENCE 3.85 MILES NORTH ALONG A
 MK0593'GRAVELED ROAD, 94 FEET EAST OF THE CENTER LINE OF A NORTH AND
 MK0593'SOUTH ROAD, 62 FEET EAST OF THE RIGHT OF WAY FENCE, 14 FEET
 MK0593'SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 7.3 FEET
 MK0593'WEST OF A POWER POLE, 1.5 FEET EAST OF A WITNESS POST, SET IN
 MK0593'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MK0593'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0361 ***********************************************************************
 ML0361  DESIGNATION -  D 306
 ML0361  PID         -  ML0361
 ML0361  STATE/COUNTY-  NE/HOWARD
 ML0361  USGS QUAD   -  FARWELL (1978)
 ML0361
 ML0361                         *CURRENT SURVEY CONTROL
 ML0361  ___________________________________________________________________
 ML0361* NAD 83(1986)-  41 13 03.     (N)    098 39 00.     (W)     SCALED    
 ML0361* NAVD 88     -       601.526  (meters)    1973.51   (feet)  ADJUSTED  
 ML0361  ___________________________________________________________________
 ML0361  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 ML0361  DYNAMIC HT  -         601.221 (meters)    1972.51  (feet)  COMP
 ML0361  MODELED GRAV-     980,096.9   (mgal)                       NAVD 88
 ML0361
 ML0361  VERT ORDER  -  SECOND    CLASS 0
 ML0361
 ML0361.The horizontal coordinates were scaled from a topographic map and have
 ML0361.an estimated accuracy of +/- 6 seconds.
 ML0361
 ML0361.The orthometric height was determined by differential leveling
 ML0361.and adjusted by the National Geodetic Survey in June 1991..
 ML0361
 ML0361.The geoid height was determined by GEOID03.
 ML0361
 ML0361.The dynamic height is computed by dividing the NAVD 88
 ML0361.geopotential number by the normal gravity value computed on the
 ML0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0361.degrees latitude (g = 980.6199 gals.).
 ML0361
 ML0361.The modeled gravity was interpolated from observed gravity values.
 ML0361
 ML0361;                    North         East    Units  Estimated Accuracy
 ML0361;SPC NE       -   154,560.      613,170.      MT  (+/- 180 meters Scaled)
 ML0361
 ML0361                          SUPERSEDED SURVEY CONTROL
 ML0361
 ML0361  NGVD 29 (??/??/92)  601.267  (m)         1972.66   (f) ADJ UNCH    2 0
 ML0361
 ML0361.Superseded values are not recommended for survey control.
 ML0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0361.See file dsdata.txt to determine how the superseded data were derived.
 ML0361
 ML0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL293629(NAD 83)
 ML0361_MARKER: DB = BENCH MARK DISK
 ML0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0361_STAMPING: D 306 1950
 ML0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0361+STABILITY: SURFACE MOTION
 ML0361
 ML0361  HISTORY     - Date     Condition        Report By
 ML0361  HISTORY     - 1950     MONUMENTED       CGS
 ML0361
 ML0361                          STATION DESCRIPTION
 ML0361
 ML0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0361'1.2 MI W FROM FARWELL.
 ML0361'1.15 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0361'FROM THE STATION AT FARWELL, 0.1 MILE EAST OF A ROAD CROSSING,
 ML0361'AT A PRIVATE ROAD CROSSING, 44.5 FEET NORTH OF THE NORTH RAIL,
 ML0361'31 FEET WEST OF THE CENTER LINE OF A PRIVATE FIELD ROAD, 1.5 FEET
 ML0361'SOUTH OF THE NORTH RIGHT OF WAY FENCE, 1.8 FEET SOUTHEAST OF A
 ML0361'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0361'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0225 ***********************************************************************
 ML0225  DESIGNATION -  D 307
 ML0225  PID         -  ML0225
 ML0225  STATE/COUNTY-  NE/NANCE
 ML0225  USGS QUAD   -  BELGRADE SW (1955)
 ML0225
 ML0225                         *CURRENT SURVEY CONTROL
 ML0225  ___________________________________________________________________
 ML0225* NAD 83(1986)-  41 17 35.     (N)    098 10 29.     (W)     SCALED    
 ML0225* NAVD 88     -       526.254  (meters)    1726.55   (feet)  ADJUSTED  
 ML0225  ___________________________________________________________________
 ML0225  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 ML0225  DYNAMIC HT  -         526.003 (meters)    1725.73  (feet)  COMP
 ML0225  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 ML0225
 ML0225  VERT ORDER  -  SECOND    CLASS 0
 ML0225
 ML0225.The horizontal coordinates were scaled from a topographic map and have
 ML0225.an estimated accuracy of +/- 6 seconds.
 ML0225
 ML0225.The orthometric height was determined by differential leveling
 ML0225.and adjusted by the National Geodetic Survey in June 1991..
 ML0225
 ML0225.The geoid height was determined by GEOID03.
 ML0225
 ML0225.The dynamic height is computed by dividing the NAVD 88
 ML0225.geopotential number by the normal gravity value computed on the
 ML0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0225.degrees latitude (g = 980.6199 gals.).
 ML0225
 ML0225.The modeled gravity was interpolated from observed gravity values.
 ML0225
 ML0225;                    North         East    Units  Estimated Accuracy
 ML0225;SPC NE       -   163,680.      652,830.      MT  (+/- 180 meters Scaled)
 ML0225
 ML0225                          SUPERSEDED SURVEY CONTROL
 ML0225
 ML0225  NGVD 29 (??/??/92)  526.028  (m)         1725.81   (f) ADJ UNCH    2 0
 ML0225
 ML0225.Superseded values are not recommended for survey control.
 ML0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0225.See file dsdata.txt to determine how the superseded data were derived.
 ML0225
 ML0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL690716(NAD 83)
 ML0225_MARKER: DB = BENCH MARK DISK
 ML0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0225_STAMPING: D 307 1950
 ML0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0225+STABILITY: SURFACE MOTION
 ML0225
 ML0225  HISTORY     - Date     Condition        Report By
 ML0225  HISTORY     - 1950     MONUMENTED       CGS
 ML0225
 ML0225                          STATION DESCRIPTION
 ML0225
 ML0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0225'11.3 MI E FROM CUSHING.
 ML0225'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0225'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 4.4
 ML0225'MILES EAST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 166
 ML0225'FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 32 FEET
 ML0225'EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 29 FEET
 ML0225'SOUTHEAST OF A POWER POLE, 30 FEET SOUTHEAST OF BENCH MARK
 ML0225'10-63 (U.S.B.R.), 1 FOOT WEST OF A FENCE, 2.5 FEET NORTH OF A
 ML0225'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0225'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1568 ***********************************************************************
 MK1568  DESIGNATION -  D 308
 MK1568  PID         -  MK1568
 MK1568  STATE/COUNTY-  NE/NANCE
 MK1568  USGS QUAD   -  MERCHISTON (1958)
 MK1568
 MK1568                         *CURRENT SURVEY CONTROL
 MK1568  ___________________________________________________________________
 MK1568* NAD 83(1986)-  41 23 17.     (N)    097 54 24.     (W)     SCALED    
 MK1568* NAVD 88     -       499.899  (meters)    1640.09   (feet)  ADJUSTED  
 MK1568  ___________________________________________________________________
 MK1568  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 MK1568  DYNAMIC HT  -         499.667 (meters)    1639.32  (feet)  COMP
 MK1568  MODELED GRAV-     980,143.7   (mgal)                       NAVD 88
 MK1568
 MK1568  VERT ORDER  -  SECOND    CLASS 0
 MK1568
 MK1568.The horizontal coordinates were scaled from a topographic map and have
 MK1568.an estimated accuracy of +/- 6 seconds.
 MK1568
 MK1568.The orthometric height was determined by differential leveling
 MK1568.and adjusted by the National Geodetic Survey in June 1991..
 MK1568
 MK1568.The geoid height was determined by GEOID03.
 MK1568
 MK1568.The dynamic height is computed by dividing the NAVD 88
 MK1568.geopotential number by the normal gravity value computed on the
 MK1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1568.degrees latitude (g = 980.6199 gals.).
 MK1568
 MK1568.The modeled gravity was interpolated from observed gravity values.
 MK1568
 MK1568;                    North         East    Units  Estimated Accuracy
 MK1568;SPC NE       -   174,730.      675,010.      MT  (+/- 180 meters Scaled)
 MK1568
 MK1568                          SUPERSEDED SURVEY CONTROL
 MK1568
 MK1568  NGVD 29 (??/??/92)  499.682  (m)         1639.37   (f) ADJ UNCH    2 0
 MK1568
 MK1568.Superseded values are not recommended for survey control.
 MK1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1568.See file dsdata.txt to determine how the superseded data were derived.
 MK1568
 MK1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL914824(NAD 83)
 MK1568_MARKER: DB = BENCH MARK DISK
 MK1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1568_STAMPING: D 308 1950
 MK1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1568+STABILITY: SURFACE MOTION
 MK1568
 MK1568  HISTORY     - Date     Condition        Report By
 MK1568  HISTORY     - 1950     MONUMENTED       CGS
 MK1568
 MK1568                          STATION DESCRIPTION
 MK1568
 MK1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1568'5.2 MI NE FROM FULLERTON.
 MK1568'5.2 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1568'AT FULLERTON, AT AN INTERSECTION WITH A PRIVATE ROAD, 100 FEET
 MK1568'WEST OF A FARMHOUSE, 37 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MK1568'HIGHWAY, 26 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1568'ROAD, 19 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 MK1568'ROAD, 3 FEET SOUTH OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A
 MK1568'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1568'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1412 ***********************************************************************
 MK1412  DESIGNATION -  D 309
 MK1412  PID         -  MK1412
 MK1412  STATE/COUNTY-  NE/NANCE
 MK1412  USGS QUAD   -  FULLERTON NE (1958)
 MK1412
 MK1412                         *CURRENT SURVEY CONTROL
 MK1412  ___________________________________________________________________
 MK1412* NAD 83(1986)-  41 27 39.     (N)    097 45 16.     (W)     SCALED    
 MK1412* NAVD 88     -       486.778  (meters)    1597.04   (feet)  ADJUSTED  
 MK1412  ___________________________________________________________________
 MK1412  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 MK1412  DYNAMIC HT  -         486.552 (meters)    1596.30  (feet)  COMP
 MK1412  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 MK1412
 MK1412  VERT ORDER  -  SECOND    CLASS 0
 MK1412
 MK1412.The horizontal coordinates were scaled from a topographic map and have
 MK1412.an estimated accuracy of +/- 6 seconds.
 MK1412
 MK1412.The orthometric height was determined by differential leveling
 MK1412.and adjusted by the National Geodetic Survey in June 1991..
 MK1412
 MK1412.The geoid height was determined by GEOID03.
 MK1412
 MK1412.The dynamic height is computed by dividing the NAVD 88
 MK1412.geopotential number by the normal gravity value computed on the
 MK1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1412.degrees latitude (g = 980.6199 gals.).
 MK1412
 MK1412.The modeled gravity was interpolated from observed gravity values.
 MK1412
 MK1412;                    North         East    Units  Estimated Accuracy
 MK1412;SPC NE       -   183,130.      687,520.      MT  (+/- 180 meters Scaled)
 MK1412
 MK1412                          SUPERSEDED SURVEY CONTROL
 MK1412
 MK1412  NGVD 29 (??/??/92)  486.568  (m)         1596.35   (f) ADJ UNCH    2 0
 MK1412
 MK1412.Superseded values are not recommended for survey control.
 MK1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1412.See file dsdata.txt to determine how the superseded data were derived.
 MK1412
 MK1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL040906(NAD 83)
 MK1412_MARKER: DB = BENCH MARK DISK
 MK1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1412_STAMPING: D 309 1950
 MK1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1412+STABILITY: SURFACE MOTION
 MK1412
 MK1412  HISTORY     - Date     Condition        Report By
 MK1412  HISTORY     - 1950     MONUMENTED       CGS
 MK1412
 MK1412                          STATION DESCRIPTION
 MK1412
 MK1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1412'1.6 MI NW FROM GENOA.
 MK1412'0.6 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1412'GENOA, THENCE 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 39, ALONG
 MK1412'A NORTH AND SOUTH FENCE, 149 FEET NORTH OF RAILROAD MILEPOST 13,
 MK1412'63 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 MK1412'NORTH OF A FENCE CORNER, 0.5 FOOT WEST OF A FENCE, 3 FEET NORTH
 MK1412'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1412'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0120 ***********************************************************************
 ML0120  DESIGNATION -  D 310
 ML0120  PID         -  ML0120
 ML0120  STATE/COUNTY-  NE/GREELEY
 ML0120  USGS QUAD   -  SPALDING NW (1985)
 ML0120
 ML0120                         *CURRENT SURVEY CONTROL
 ML0120  ___________________________________________________________________
 ML0120* NAD 83(1986)-  41 43 33.     (N)    098 26 41.     (W)     SCALED    
 ML0120* NAVD 88     -       592.667  (meters)    1944.44   (feet)  ADJUSTED  
 ML0120  ___________________________________________________________________
 ML0120  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 ML0120  DYNAMIC HT  -         592.386 (meters)    1943.52  (feet)  COMP
 ML0120  MODELED GRAV-     980,131.1   (mgal)                       NAVD 88
 ML0120
 ML0120  VERT ORDER  -  SECOND    CLASS 0
 ML0120
 ML0120.The horizontal coordinates were scaled from a topographic map and have
 ML0120.an estimated accuracy of +/- 6 seconds.
 ML0120
 ML0120.The orthometric height was determined by differential leveling
 ML0120.and adjusted by the National Geodetic Survey in June 1991..
 ML0120
 ML0120.The geoid height was determined by GEOID03.
 ML0120
 ML0120.The dynamic height is computed by dividing the NAVD 88
 ML0120.geopotential number by the normal gravity value computed on the
 ML0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0120.degrees latitude (g = 980.6199 gals.).
 ML0120
 ML0120.The modeled gravity was interpolated from observed gravity values.
 ML0120
 ML0120;                    North         East    Units  Estimated Accuracy
 ML0120;SPC NE       -   211,280.      629,360.      MT  (+/- 180 meters Scaled)
 ML0120
 ML0120                          SUPERSEDED SURVEY CONTROL
 ML0120
 ML0120  NGVD 29 (??/??/92)  592.426  (m)         1943.65   (f) ADJ UNCH    2 0
 ML0120
 ML0120.Superseded values are not recommended for survey control.
 ML0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0120.See file dsdata.txt to determine how the superseded data were derived.
 ML0120
 ML0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM461194(NAD 83)
 ML0120_MARKER: DB = BENCH MARK DISK
 ML0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0120_STAMPING: D 310 1950
 ML0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0120+STABILITY: SURFACE MOTION
 ML0120
 ML0120  HISTORY     - Date     Condition        Report By
 ML0120  HISTORY     - 1950     MONUMENTED       CGS
 ML0120
 ML0120                          STATION DESCRIPTION
 ML0120
 ML0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0120'6.1 MI NW FROM SPALDING.
 ML0120'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0120'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE
 ML0120'NORTH ALONG A GRAVELED ROAD, AT A JUNCTION WITH A PRIVATE
 ML0120'ROAD LEADING EAST, ON THE INSIDE OF A CURVE IN THE
 ML0120'MAIN ROAD, 75 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 ML0120'LEADING WEST, 40 FEET WEST OF THE CENTER LINE OF THE ROAD
 ML0120'LEADING SOUTH, AT THE EAST END OF AN EAST AND WEST WINDBREAK,
 ML0120'17 FEET SOUTHWEST OF A POWER LINE, 1.8 FEET NORTH OF A
 ML0120'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0120'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1668 ***********************************************************************
 MK1668  DESIGNATION -  D 311
 MK1668  PID         -  MK1668
 MK1668  STATE/COUNTY-  NE/BOONE
 MK1668  USGS QUAD   -  CLOSTER SE (1985)
 MK1668
 MK1668                         *CURRENT SURVEY CONTROL
 MK1668  ___________________________________________________________________
 MK1668* NAD 83(1986)-  41 45 50.     (N)    097 49 57.     (W)     SCALED    
 MK1668* NAVD 88     -       562.101  (meters)    1844.16   (feet)  ADJUSTED  
 MK1668  ___________________________________________________________________
 MK1668  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 MK1668  DYNAMIC HT  -         561.871 (meters)    1843.41  (feet)  COMP
 MK1668  MODELED GRAV-     980,195.1   (mgal)                       NAVD 88
 MK1668
 MK1668  VERT ORDER  -  SECOND    CLASS 0
 MK1668
 MK1668.The horizontal coordinates were scaled from a topographic map and have
 MK1668.an estimated accuracy of +/- 6 seconds.
 MK1668
 MK1668.The orthometric height was determined by differential leveling
 MK1668.and adjusted by the National Geodetic Survey in June 1991..
 MK1668
 MK1668.The geoid height was determined by GEOID03.
 MK1668
 MK1668.The dynamic height is computed by dividing the NAVD 88
 MK1668.geopotential number by the normal gravity value computed on the
 MK1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1668.degrees latitude (g = 980.6199 gals.).
 MK1668
 MK1668.The modeled gravity was interpolated from observed gravity values.
 MK1668
 MK1668;                    North         East    Units  Estimated Accuracy
 MK1668;SPC NE       -   216,600.      680,160.      MT  (+/- 180 meters Scaled)
 MK1668
 MK1668                          SUPERSEDED SURVEY CONTROL
 MK1668
 MK1668  NGVD 29 (??/??/92)  561.903  (m)         1843.51   (f) ADJ UNCH    2 0
 MK1668
 MK1668.Superseded values are not recommended for survey control.
 MK1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1668.See file dsdata.txt to determine how the superseded data were derived.
 MK1668
 MK1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM970242(NAD 83)
 MK1668_MARKER: DB = BENCH MARK DISK
 MK1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1668_STAMPING: D 311 1950
 MK1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1668+STABILITY: SURFACE MOTION
 MK1668
 MK1668  HISTORY     - Date     Condition        Report By
 MK1668  HISTORY     - 1950     MONUMENTED       CGS
 MK1668
 MK1668                          STATION DESCRIPTION
 MK1668
 MK1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1668'4 MI W FROM NEWMAN GROVE.
 MK1668'3.0 MILES WEST ALONG STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1668'LUTHERAN CHURCH AT NEWMAN GROVE, THENCE 0.95 MILE NORTH ALONG A
 MK1668'GRAVELED ROAD, JUST NORTH OF THE TOP OF A HILL, AT A T ROAD
 MK1668'JUNCTION, 52 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 18
 MK1668'FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST,
 MK1668'6.5 FEET NORTH OF A POWER POLE, 1 FOOT EAST OF A FENCE, 1.2 FEET
 MK1668'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1668'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- 63 FT WEST OF
 MK1668'THE C/L OF THE MAIN ROAD, 32 FT SOUTH OF THE C/L OF A PRIVATE
 MK1668'ROAD LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0049 ***********************************************************************
 ML0049  DESIGNATION -  D 312 RESET
 ML0049  PID         -  ML0049
 ML0049  STATE/COUNTY-  NE/BOONE
 ML0049  USGS QUAD   -  PETERSBURG (1985)
 ML0049
 ML0049                         *CURRENT SURVEY CONTROL
 ML0049  ___________________________________________________________________
 ML0049* NAD 83(1986)-  41 51 00.     (N)    098 02 34.     (W)     SCALED    
 ML0049* NAVD 88     -       614.46   (meters)    2015.9    (feet)  RESET     
 ML0049  ___________________________________________________________________
 ML0049  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 ML0049
 ML0049  VERT ORDER  -  THIRD
 ML0049
 ML0049.The horizontal coordinates were scaled from a topographic map and have
 ML0049.an estimated accuracy of +/- 6 seconds.
 ML0049
 ML0049.The orthometric height was computed from unverified reset data.
 ML0049
 ML0049.The geoid height was determined by GEOID03.
 ML0049
 ML0049;                    North         East    Units  Estimated Accuracy
 ML0049;SPC NE       -   225,740.      662,470.      MT  (+/- 180 meters Scaled)
 ML0049
 ML0049                          SUPERSEDED SURVEY CONTROL
 ML0049
 ML0049.No superseded survey control is available for this station.
 ML0049
 ML0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM794335(NAD 83)
 ML0049_MARKER: DB = BENCH MARK DISK
 ML0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0049_STAMPING: D 312 RESET 1972
 ML0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0049+STABILITY: SURFACE MOTION
 ML0049
 ML0049  HISTORY     - Date     Condition        Report By
 ML0049  HISTORY     - 1972     MONUMENTED       NGS
 ML0049
 ML0049                          STATION DESCRIPTION
 ML0049
 ML0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ML0049'1.9 MI E FROM PETERSBURG.
 ML0049'TO REACH FROM THE PETERSBURG SCHOOL IN PETERSBURG, GO EAST ON
 ML0049'HIGHWAY 32 FOR 1.9 MILES TO A LARGE BRICK FARM HOUSE AND THE BENCH
 ML0049'MARK ON THE LEFT.  IT IS A STANDARD BENCH MARK DISK STAMPED D 312
 ML0049'RESET 1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 ML0049'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 ML0049'ABOUT 300 FEET SOUTHEAST OF THE BRICK HOUSE, 3 FEET SOUTH OF A
 ML0049'POWER POLE, 1.5 FEET EAST OF A METAL WITNESS POST AND ON THE EAST
 ML0049'SLOPE OF A HILL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1315 ***********************************************************************
 NM1315  DESIGNATION -  D 313
 NM1315  PID         -  NM1315
 NM1315  STATE/COUNTY-  NE/ANTELOPE
 NM1315  USGS QUAD   -  OAKDALE (1963)
 NM1315
 NM1315                         *CURRENT SURVEY CONTROL
 NM1315  ___________________________________________________________________
 NM1315* NAD 83(1986)-  42 03 01.     (N)    097 56 13.     (W)     SCALED    
 NM1315* NAVD 88     -       546.930  (meters)    1794.39   (feet)  ADJUSTED  
 NM1315  ___________________________________________________________________
 NM1315  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 NM1315  DYNAMIC HT  -         546.712 (meters)    1793.67  (feet)  COMP
 NM1315  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 NM1315
 NM1315  VERT ORDER  -  SECOND    CLASS 0
 NM1315
 NM1315.The horizontal coordinates were scaled from a topographic map and have
 NM1315.an estimated accuracy of +/- 6 seconds.
 NM1315
 NM1315.The orthometric height was determined by differential leveling
 NM1315.and adjusted by the National Geodetic Survey in June 1991..
 NM1315
 NM1315.The geoid height was determined by GEOID03.
 NM1315
 NM1315.The dynamic height is computed by dividing the NAVD 88
 NM1315.geopotential number by the normal gravity value computed on the
 NM1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1315.degrees latitude (g = 980.6199 gals.).
 NM1315
 NM1315.The modeled gravity was interpolated from observed gravity values.
 NM1315
 NM1315;                    North         East    Units  Estimated Accuracy
 NM1315;SPC NE       -   248,180.      670,720.      MT  (+/- 180 meters Scaled)
 NM1315
 NM1315                          SUPERSEDED SURVEY CONTROL
 NM1315
 NM1315  NGVD 29 (??/??/92)  546.725  (m)         1793.71   (f) ADJ UNCH    2 0
 NM1315
 NM1315.Superseded values are not recommended for survey control.
 NM1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1315.See file dsdata.txt to determine how the superseded data were derived.
 NM1315
 NM1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM879559(NAD 83)
 NM1315_MARKER: DB = BENCH MARK DISK
 NM1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1315_STAMPING: D 313 1950
 NM1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1315+STABILITY: SURFACE MOTION
 NM1315
 NM1315  HISTORY     - Date     Condition        Report By
 NM1315  HISTORY     - 1950     MONUMENTED       CGS
 NM1315
 NM1315                          STATION DESCRIPTION
 NM1315
 NM1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1315'2.6 MI SE FROM OAKDALE.
 NM1315'0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NM1315'THE STATION AT OAKDALE, THENCE 0.3 MILE SOUTH ALONG A GRAVELED
 NM1315'ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.8
 NM1315'MILE SOUTH ALONG A SAND ROAD, THENCE 0.3 MILE SOUTHEAST ACROSS
 NM1315'A FIELD, AT THE WAGNER AIRPORT, ALONG THE NORTH EDGE OF AN EAST
 NM1315'AND WEST WIND BRAKE, 28.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NM1315'OF THE HANGAR, 2.7 FEET EAST OF A WITNESS POST, SET IN THE TOP
 NM1315'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0882 ***********************************************************************
 ML0882  DESIGNATION -  D 314
 ML0882  PID         -  ML0882
 ML0882  STATE/COUNTY-  NE/BLAINE
 ML0882  USGS QUAD   -  BREWSTER NW (1978)
 ML0882
 ML0882                         *CURRENT SURVEY CONTROL
 ML0882  ___________________________________________________________________
 ML0882* NAD 83(1986)-  41 56 02.     (N)    099 53 07.     (W)     SCALED    
 ML0882* NAVD 88     -       770.091  (meters)    2526.54   (feet)  ADJUSTED  
 ML0882  ___________________________________________________________________
 ML0882  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 ML0882  DYNAMIC HT  -         769.719 (meters)    2525.32  (feet)  COMP
 ML0882  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 ML0882
 ML0882  VERT ORDER  -  SECOND    CLASS 0
 ML0882
 ML0882.The horizontal coordinates were scaled from a topographic map and have
 ML0882.an estimated accuracy of +/- 6 seconds.
 ML0882
 ML0882.The orthometric height was determined by differential leveling
 ML0882.and adjusted by the National Geodetic Survey in June 1991..
 ML0882
 ML0882.The geoid height was determined by GEOID03.
 ML0882
 ML0882.The dynamic height is computed by dividing the NAVD 88
 ML0882.geopotential number by the normal gravity value computed on the
 ML0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0882.degrees latitude (g = 980.6199 gals.).
 ML0882
 ML0882.The modeled gravity was interpolated from observed gravity values.
 ML0882
 ML0882;                    North         East    Units  Estimated Accuracy
 ML0882;SPC NE       -   233,220.      509,510.      MT  (+/- 180 meters Scaled)
 ML0882
 ML0882                          SUPERSEDED SURVEY CONTROL
 ML0882
 ML0882  NGVD 29 (??/??/92)  769.807  (m)         2525.61   (f) ADJ UNCH    2 0
 ML0882
 ML0882.Superseded values are not recommended for survey control.
 ML0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0882.See file dsdata.txt to determine how the superseded data were derived.
 ML0882
 ML0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM266428(NAD 83)
 ML0882_MARKER: DB = BENCH MARK DISK
 ML0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0882_STAMPING: D 314 1950
 ML0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0882+STABILITY: SURFACE MOTION
 ML0882
 ML0882  HISTORY     - Date     Condition        Report By
 ML0882  HISTORY     - 1950     MONUMENTED       CGS
 ML0882
 ML0882                          STATION DESCRIPTION
 ML0882
 ML0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0882'1.1 MI SW FROM BREWSTER.
 ML0882'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE AT
 ML0882'BREWSTER, ON THE OUTSIDE OF A CURVE IN THE ROAD, AT A PRIVATE
 ML0882'ROAD LEADING WEST, 39 FEET NORTHWEST OF THE CENTER LINE OF THE
 ML0882'HIGHWAY, 33 FEET SOUTHWEST OF THE CENTER OF A CATTLE GUARD, 2.6
 ML0882'FEET WEST OF A FENCE CORNER, 1.5 FEET SOUTHEAST OF A FENCE, 1.5
 ML0882'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0882'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0603 ***********************************************************************
 LH0603  DESIGNATION -  D 315
 LH0603  PID         -  LH0603
 LH0603  STATE/COUNTY-  NE/BUFFALO
 LH0603  USGS QUAD   -  MILLER (1962)
 LH0603
 LH0603                         *CURRENT SURVEY CONTROL
 LH0603  ___________________________________________________________________
 LH0603* NAD 83(1986)-  40 55 56.     (N)    099 24 23.     (W)     SCALED    
 LH0603* NAVD 88     -       708.883  (meters)    2325.73   (feet)  ADJUSTED  
 LH0603  ___________________________________________________________________
 LH0603  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 LH0603  DYNAMIC HT  -         708.484 (meters)    2324.42  (feet)  COMP
 LH0603  MODELED GRAV-     980,038.1   (mgal)                       NAVD 88
 LH0603
 LH0603  VERT ORDER  -  SECOND    CLASS 0
 LH0603
 LH0603.The horizontal coordinates were scaled from a topographic map and have
 LH0603.an estimated accuracy of +/- 6 seconds.
 LH0603
 LH0603.The orthometric height was determined by differential leveling
 LH0603.and adjusted by the National Geodetic Survey in June 1991..
 LH0603
 LH0603.The geoid height was determined by GEOID03.
 LH0603
 LH0603.The dynamic height is computed by dividing the NAVD 88
 LH0603.geopotential number by the normal gravity value computed on the
 LH0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0603.degrees latitude (g = 980.6199 gals.).
 LH0603
 LH0603.The modeled gravity was interpolated from observed gravity values.
 LH0603
 LH0603;                    North         East    Units  Estimated Accuracy
 LH0603;SPC NE       -   122,180.      549,980.      MT  (+/- 180 meters Scaled)
 LH0603
 LH0603                          SUPERSEDED SURVEY CONTROL
 LH0603
 LH0603  NGVD 29 (??/??/92)  708.624  (m)         2324.88   (f) ADJ UNCH    2 0
 LH0603
 LH0603.Superseded values are not recommended for survey control.
 LH0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0603.See file dsdata.txt to determine how the superseded data were derived.
 LH0603
 LH0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML657313(NAD 83)
 LH0603_MARKER: DB = BENCH MARK DISK
 LH0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0603_STAMPING: D 315 1950
 LH0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0603+STABILITY: SURFACE MOTION
 LH0603
 LH0603  HISTORY     - Date     Condition        Report By
 LH0603  HISTORY     - 1950     MONUMENTED       CGS
 LH0603  HISTORY     - 1983     GOOD             LOCSUR
 LH0603
 LH0603                          STATION DESCRIPTION
 LH0603
 LH0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0603'0.7 MI W FROM MILLER.
 LH0603'0.7 MILE WEST ALONG NEBRASKA STATE HIGHWAY 40 FROM THE UNION
 LH0603'PACIFIC RAILWAY STATION AT MILLER, AT A ROAD CROSSING, 40 FEET
 LH0603'NORTH OF THE CENTER LINE OF NEBRASKA STATE HIGHWAY 40, 39.5 FEET
 LH0603'SOUTH OF THE SOUTH RAIL OF THE TRACK, 33 FEET WEST OF THE CENTER
 LH0603'LINE OF GRAVELED ROAD LEADING SOUTHWEST, 3.0 FEET EAST OF A
 LH0603'BRACED TELEPHONE POLE, 1.6 FEET EAST OF A ROAD RIGHT OF WAY FENCE,
 LH0603'1.4 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5 FOOT
 LH0603'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LH0603
 LH0603                          STATION RECOVERY (1983)
 LH0603
 LH0603'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0823 ***********************************************************************
 ML0823  DESIGNATION -  D 316
 ML0823  PID         -  ML0823
 ML0823  STATE/COUNTY-  NE/DAWSON
 ML0823  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0823
 ML0823                         *CURRENT SURVEY CONTROL
 ML0823  ___________________________________________________________________
 ML0823* NAD 83(1986)-  41 00 49.     (N)    099 41 32.     (W)     SCALED    
 ML0823* NAVD 88     -       762.448  (meters)    2501.46   (feet)  ADJUSTED  
 ML0823  ___________________________________________________________________
 ML0823  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 ML0823  DYNAMIC HT  -         762.008 (meters)    2500.02  (feet)  COMP
 ML0823  MODELED GRAV-     980,021.8   (mgal)                       NAVD 88
 ML0823
 ML0823  VERT ORDER  -  SECOND    CLASS 0
 ML0823
 ML0823.The horizontal coordinates were scaled from a topographic map and have
 ML0823.an estimated accuracy of +/- 6 seconds.
 ML0823
 ML0823.The orthometric height was determined by differential leveling
 ML0823.and adjusted by the National Geodetic Survey in June 1991..
 ML0823
 ML0823.The geoid height was determined by GEOID03.
 ML0823
 ML0823.The dynamic height is computed by dividing the NAVD 88
 ML0823.geopotential number by the normal gravity value computed on the
 ML0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0823.degrees latitude (g = 980.6199 gals.).
 ML0823
 ML0823.The modeled gravity was interpolated from observed gravity values.
 ML0823
 ML0823;                    North         East    Units  Estimated Accuracy
 ML0823;SPC NE       -   131,090.      525,880.      MT  (+/- 180 meters Scaled)
 ML0823
 ML0823                          SUPERSEDED SURVEY CONTROL
 ML0823
 ML0823  NGVD 29 (??/??/92)  762.154  (m)         2500.50   (f) ADJ UNCH    2 0
 ML0823
 ML0823.Superseded values are not recommended for survey control.
 ML0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0823.See file dsdata.txt to determine how the superseded data were derived.
 ML0823
 ML0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML417404(NAD 83)
 ML0823_MARKER: DB = BENCH MARK DISK
 ML0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0823_STAMPING: D 316 1950
 ML0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0823+STABILITY: SURFACE MOTION
 ML0823
 ML0823  HISTORY     - Date     Condition        Report By
 ML0823  HISTORY     - 1950     MONUMENTED       CGS
 ML0823
 ML0823                          STATION DESCRIPTION
 ML0823
 ML0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0823'4.4 MI SW FROM EDDYVILLE.
 ML0823'0.5 MILE SOUTH ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0823'POST OFFICE AT EDDYVILLE, THENCE 2.5 MILES WEST ALONG A
 ML0823'GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, THENCE
 ML0823'1.25 MILE NORTHWEST ALONG A GRADED DIRT ROAD, AT THE JUNCTION
 ML0823'OF A DIRT ROAD LEADING SOUTH, ON THE SOUTH SLOPE OF A HILL,
 ML0823'86 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 2.0 FEET
 ML0823'WEST OF A FENCE LINE, 1.5 FEET NORTH OF A REFERENCE POST,
 ML0823'AND SET IN THE TOP OF A 5.4 FOOT CONCRETE POST PROJECTING
 ML0823'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0067 ***********************************************************************
 MM0067  DESIGNATION -  D 317
 MM0067  PID         -  MM0067
 MM0067  STATE/COUNTY-  NE/CUSTER
 MM0067  USGS QUAD   -  DAVENPORT TABLE (1972)
 MM0067
 MM0067                         *CURRENT SURVEY CONTROL
 MM0067  ___________________________________________________________________
 MM0067* NAD 83(1986)-  41 24 02.     (N)    100 07 19.     (W)     SCALED    
 MM0067* NAVD 88     -       815.724  (meters)    2676.25   (feet)  ADJUSTED  
 MM0067  ___________________________________________________________________
 MM0067  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 MM0067  DYNAMIC HT  -         815.284 (meters)    2674.81  (feet)  COMP
 MM0067  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 MM0067
 MM0067  VERT ORDER  -  SECOND    CLASS 0
 MM0067
 MM0067.The horizontal coordinates were scaled from a topographic map and have
 MM0067.an estimated accuracy of +/- 6 seconds.
 MM0067
 MM0067.The orthometric height was determined by differential leveling
 MM0067.and adjusted by the National Geodetic Survey in June 1991..
 MM0067
 MM0067.The geoid height was determined by GEOID03.
 MM0067
 MM0067.The dynamic height is computed by dividing the NAVD 88
 MM0067.geopotential number by the normal gravity value computed on the
 MM0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0067.degrees latitude (g = 980.6199 gals.).
 MM0067
 MM0067.The modeled gravity was interpolated from observed gravity values.
 MM0067
 MM0067;                    North         East    Units  Estimated Accuracy
 MM0067;SPC NE       -   174,010.      489,810.      MT  (+/- 180 meters Scaled)
 MM0067
 MM0067                          SUPERSEDED SURVEY CONTROL
 MM0067
 MM0067  NGVD 29 (??/??/92)  815.476  (m)         2675.44   (f) ADJ UNCH    2 0
 MM0067
 MM0067.Superseded values are not recommended for survey control.
 MM0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0067.See file dsdata.txt to determine how the superseded data were derived.
 MM0067
 MM0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML062838(NAD 83)
 MM0067_MARKER: DB = BENCH MARK DISK
 MM0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0067_STAMPING: D 317 1950
 MM0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0067+STABILITY: SURFACE MOTION
 MM0067
 MM0067  HISTORY     - Date     Condition        Report By
 MM0067  HISTORY     - 1950     MONUMENTED       CGS
 MM0067
 MM0067                          STATION DESCRIPTION
 MM0067
 MM0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0067'4.8 MI SE FROM ARNOLD.
 MM0067'3.0 MILES EAST ALONG U.S. HIGHWAY NO. 83 AND NEBRASKA STATE HIGHWAY
 MM0067'NO. 92 FROM THE UNION PACIFIC RAILWAY STATION AT ARNOLD, THENCE
 MM0067'0.8 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTHEAST
 MM0067'ALONG A GRAVELED ROAD, ONE POLE NORTHWEST OF MILEPOST NO. 79,
 MM0067'43 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 34 FEET
 MM0067'SOUTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 12.4 FEET
 MM0067'NORTHWEST OF A TELEPHONE POLE, 4.4 FEET SOUTHWEST OF A RIGHT OF
 MM0067'WAY FENCE, 1.5 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE
 MM0067'TOP OF A 5 FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0807 ***********************************************************************
 ML0807  DESIGNATION -  D 318
 ML0807  PID         -  ML0807
 ML0807  STATE/COUNTY-  NE/CUSTER
 ML0807  USGS QUAD   -  CALLAWAY NW (1951)
 ML0807
 ML0807                         *CURRENT SURVEY CONTROL
 ML0807  ___________________________________________________________________
 ML0807* NAD 83(1986)-  41 26 14.     (N)    099 56 35.     (W)     SCALED    
 ML0807* NAVD 88     -       887.134  (meters)    2910.54   (feet)  ADJUSTED  
 ML0807  ___________________________________________________________________
 ML0807  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 ML0807  DYNAMIC HT  -         886.651 (meters)    2908.95  (feet)  COMP
 ML0807  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 ML0807
 ML0807  VERT ORDER  -  SECOND    CLASS 0
 ML0807
 ML0807.The horizontal coordinates were scaled from a topographic map and have
 ML0807.an estimated accuracy of +/- 6 seconds.
 ML0807
 ML0807.The orthometric height was determined by differential leveling
 ML0807.and adjusted by the National Geodetic Survey in June 1991..
 ML0807
 ML0807.The geoid height was determined by GEOID03.
 ML0807
 ML0807.The dynamic height is computed by dividing the NAVD 88
 ML0807.geopotential number by the normal gravity value computed on the
 ML0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0807.degrees latitude (g = 980.6199 gals.).
 ML0807
 ML0807.The modeled gravity was interpolated from observed gravity values.
 ML0807
 ML0807;                    North         East    Units  Estimated Accuracy
 ML0807;SPC NE       -   178,070.      504,760.      MT  (+/- 180 meters Scaled)
 ML0807
 ML0807                          SUPERSEDED SURVEY CONTROL
 ML0807
 ML0807  NGVD 29 (??/??/92)  886.884  (m)         2909.72   (f) ADJ UNCH    2 0
 ML0807
 ML0807.Superseded values are not recommended for survey control.
 ML0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0807.See file dsdata.txt to determine how the superseded data were derived.
 ML0807
 ML0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML212877(NAD 83)
 ML0807_MARKER: DB = BENCH MARK DISK
 ML0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0807_STAMPING: D 318 1950
 ML0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0807+STABILITY: SURFACE MOTION
 ML0807
 ML0807  HISTORY     - Date     Condition        Report By
 ML0807  HISTORY     - 1950     MONUMENTED       CGS
 ML0807
 ML0807                          STATION DESCRIPTION
 ML0807
 ML0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0807'13 MI SW FROM MERNA.
 ML0807'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0807'MERNA, THENCE 0.2 MILE SOUTH ALONG STATE HIGHWAY 2, THENCE 9.2
 ML0807'MILES WEST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92, THENCE
 ML0807'3.1 MILES SOUTH ALONG A DIRT ROAD, 0.4 MILE EAST OF A LARGE
 ML0807'WHITE FARMHOUSE WHICH SETS ON A HILL, 540 FEET WEST OF THE SOUTH
 ML0807'END OF A GROVE OF TREES, 82 FEET SOUTHWEST OF THE CENTER LINE
 ML0807'OF A DIRT ROAD LEADING SOUTHEAST, 27 FEET WEST OF THE CENTER
 ML0807'LINE OF A PRIVATE DIRT ROAD LEADING SOUTH, 1.5 FEET EAST OF A
 ML0807'FENCE, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0807'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0913 ***********************************************************************
 ML0913  DESIGNATION -  D 319
 ML0913  PID         -  ML0913
 ML0913  STATE/COUNTY-  NE/CUSTER
 ML0913  USGS QUAD   -  MILBURN (1978)
 ML0913
 ML0913                         *CURRENT SURVEY CONTROL
 ML0913  ___________________________________________________________________
 ML0913* NAD 83(1986)-  41 43 12.     (N)    099 43 18.     (W)     SCALED    
 ML0913* NAVD 88     -       760.703  (meters)    2495.74   (feet)  ADJUSTED  
 ML0913  ___________________________________________________________________
 ML0913  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 ML0913  DYNAMIC HT  -         760.315 (meters)    2494.47  (feet)  COMP
 ML0913  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 ML0913
 ML0913  VERT ORDER  -  SECOND    CLASS 0
 ML0913
 ML0913.The horizontal coordinates were scaled from a topographic map and have
 ML0913.an estimated accuracy of +/- 6 seconds.
 ML0913
 ML0913.The orthometric height was determined by differential leveling
 ML0913.and adjusted by the National Geodetic Survey in June 1991..
 ML0913
 ML0913.The geoid height was determined by GEOID03.
 ML0913
 ML0913.The dynamic height is computed by dividing the NAVD 88
 ML0913.geopotential number by the normal gravity value computed on the
 ML0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0913.degrees latitude (g = 980.6199 gals.).
 ML0913
 ML0913.The modeled gravity was interpolated from observed gravity values.
 ML0913
 ML0913;                    North         East    Units  Estimated Accuracy
 ML0913;SPC NE       -   209,510.      523,150.      MT  (+/- 180 meters Scaled)
 ML0913
 ML0913                          SUPERSEDED SURVEY CONTROL
 ML0913
 ML0913  NGVD 29 (??/??/92)  760.419  (m)         2494.81   (f) ADJ UNCH    2 0
 ML0913
 ML0913.Superseded values are not recommended for survey control.
 ML0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0913.See file dsdata.txt to determine how the superseded data were derived.
 ML0913
 ML0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM399189(NAD 83)
 ML0913_MARKER: DB = BENCH MARK DISK
 ML0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0913_STAMPING: D 319 1950
 ML0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0913+STABILITY: SURFACE MOTION
 ML0913
 ML0913  HISTORY     - Date     Condition        Report By
 ML0913  HISTORY     - 1950     MONUMENTED       CGS
 ML0913  HISTORY     - 1984     GOOD             NGS
 ML0913
 ML0913                          STATION DESCRIPTION
 ML0913
 ML0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0913'0.5 MI E FROM MILBURN.
 ML0913'0.5 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT MILBURN,
 ML0913'ON THE SOUTH SLOPE OF A HILL, 104 FEET NORTHEAST OF THE CENTER
 ML0913'OF THE DIRT ROAD, 80 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 ML0913'TRACK ROAD LEADING EAST, 33 FEET WEST OF THE CENTER LINE OF A TRACK
 ML0913'ROAD LEADING NORTH, 1 FOOT EAST OF A FENCE, 1.4 FEET SOUTH OF A
 ML0913'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0913'0.2 FOOT ABOVE THE GROUND.
 ML0913
 ML0913                          STATION RECOVERY (1984)
 ML0913
 ML0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ML0913'0.80 KM (0.05 MI) EAST ALONG A GRADED ROAD FROM THE MILBURN COMMUNITY
 ML0913'CHURCH, AT MILBURN, 28.7 M (14.0 FT) NORTH FROM THE CENTERLINE OF THE
 ML0913'ROAD, 20.00 M (65.8 FT) NORTHWEST FROM A JUNCTION POWERLINE POLE,
 ML0913'4.40 M (14.5 FT) WEST FROM THE CENTERLINE OF A TRACK ROAD NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0264 ***********************************************************************
 MM0264  DESIGNATION -  D 32
 MM0264  PID         -  MM0264
 MM0264  STATE/COUNTY-  NE/GRANT
 MM0264  USGS QUAD   -  GEORGE LAKE SE (1986)
 MM0264
 MM0264                         *CURRENT SURVEY CONTROL
 MM0264  ___________________________________________________________________
 MM0264* NAD 83(1986)-  41 49 33.     (N)    101 45 36.     (W)     SCALED    
 MM0264* NAVD 88     -      1129.247  (meters)    3704.87   (feet)  ADJUSTED  
 MM0264  ___________________________________________________________________
 MM0264  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 MM0264  DYNAMIC HT  -        1128.606 (meters)    3702.77  (feet)  COMP
 MM0264  MODELED GRAV-     980,015.6   (mgal)                       NAVD 88
 MM0264
 MM0264  VERT ORDER  -  SECOND    CLASS 0
 MM0264
 MM0264.The horizontal coordinates were scaled from a topographic map and have
 MM0264.an estimated accuracy of +/- 6 seconds.
 MM0264
 MM0264.The orthometric height was determined by differential leveling
 MM0264.and adjusted by the National Geodetic Survey in June 1991..
 MM0264
 MM0264.The geoid height was determined by GEOID03.
 MM0264
 MM0264.The dynamic height is computed by dividing the NAVD 88
 MM0264.geopotential number by the normal gravity value computed on the
 MM0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0264.degrees latitude (g = 980.6199 gals.).
 MM0264
 MM0264.The modeled gravity was interpolated from observed gravity values.
 MM0264
 MM0264;                    North         East    Units  Estimated Accuracy
 MM0264;SPC NE       -   222,710.      353,840.      MT  (+/- 180 meters Scaled)
 MM0264
 MM0264                          SUPERSEDED SURVEY CONTROL
 MM0264
 MM0264  NGVD 29 (??/??/92) 1128.781  (m)         3703.34   (f) ADJ UNCH    2 0
 MM0264
 MM0264.Superseded values are not recommended for survey control.
 MM0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0264.See file dsdata.txt to determine how the superseded data were derived.
 MM0264
 MM0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM707341(NAD 83)
 MM0264_MARKER: DB = BENCH MARK DISK
 MM0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0264_STAMPING: D 32 1934
 MM0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0264+STABILITY: SURFACE MOTION
 MM0264
 MM0264  HISTORY     - Date     Condition        Report By
 MM0264  HISTORY     - 1934     MONUMENTED       CGS
 MM0264
 MM0264                          STATION DESCRIPTION
 MM0264
 MM0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0264'15.7 MI SE FROM HYANNIS.
 MM0264'15.7 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0264'COUNTY, AT THE INTERSECTION OF THE LINE OF A NORTHEAST-AND-SOUTHWEST
 MM0264'FENCE, 90 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 MM0264'5 FEET NORTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED D 32
 MM0264'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0837 ***********************************************************************
 LH0837  DESIGNATION -  D 320
 LH0837  PID         -  LH0837
 LH0837  STATE/COUNTY-  NE/DAWSON
 LH0837  USGS QUAD   -  LEXINGTON WEST (1983)
 LH0837
 LH0837                         *CURRENT SURVEY CONTROL
 LH0837  ___________________________________________________________________
 LH0837* NAD 83(1986)-  40 51 32.     (N)    099 49 32.     (W)     SCALED    
 LH0837* NAVD 88     -       747.959  (meters)    2453.93   (feet)  ADJUSTED  
 LH0837  ___________________________________________________________________
 LH0837  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 LH0837  DYNAMIC HT  -         747.523 (meters)    2452.50  (feet)  COMP
 LH0837  MODELED GRAV-     980,016.6   (mgal)                       NAVD 88
 LH0837
 LH0837  VERT ORDER  -  SECOND    CLASS 0
 LH0837
 LH0837.The horizontal coordinates were scaled from a topographic map and have
 LH0837.an estimated accuracy of +/- 6 seconds.
 LH0837
 LH0837.The orthometric height was determined by differential leveling
 LH0837.and adjusted by the National Geodetic Survey in June 1991..
 LH0837
 LH0837.The geoid height was determined by GEOID03.
 LH0837
 LH0837.The dynamic height is computed by dividing the NAVD 88
 LH0837.geopotential number by the normal gravity value computed on the
 LH0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0837.degrees latitude (g = 980.6199 gals.).
 LH0837
 LH0837.The modeled gravity was interpolated from observed gravity values.
 LH0837
 LH0837;                    North         East    Units  Estimated Accuracy
 LH0837;SPC NE       -   113,880.      514,700.      MT  (+/- 180 meters Scaled)
 LH0837
 LH0837                          SUPERSEDED SURVEY CONTROL
 LH0837
 LH0837  NGVD 29 (??/??/92)  747.667  (m)         2452.97   (f) ADJ UNCH    2 0
 LH0837
 LH0837.Superseded values are not recommended for survey control.
 LH0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0837.See file dsdata.txt to determine how the superseded data were derived.
 LH0837
 LH0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML304234(NAD 83)
 LH0837_MARKER: DB = BENCH MARK DISK
 LH0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0837_STAMPING: D 320 1950
 LH0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0837+STABILITY: SURFACE MOTION
 LH0837
 LH0837  HISTORY     - Date     Condition        Report By
 LH0837  HISTORY     - 1950     MONUMENTED       CGS
 LH0837
 LH0837                          STATION DESCRIPTION
 LH0837
 LH0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0837'9.8 MI NW FROM LEXINGTON.
 LH0837'0.35 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0837'RAILROAD STATION AT LEXINGTON, THENCE 5.5 MILES NORTH ALONG
 LH0837'STATE HIGHWAY 21, THENCE 4.0 MILES WEST ALONG A GRAVELED ROAD,
 LH0837'AT THE FARM HOME OF J.A. GLUENKIN, 67 FEET SOUTHWEST OF THE
 LH0837'SOUTHWEST CORNER OF THE FARMHOUSE, 75 FEET WEST OF A POWER POLE,
 LH0837'67 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 LH0837'44 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 LH0837'7 FEET NORTH OF THE SOUTHWEST CORNER OF THE YARD FENCE, 1 FOOT
 LH0837'WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 LH0837'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 LH0837'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0003 ***********************************************************************
 LJ0003  DESIGNATION -  D 321
 LJ0003  PID         -  LJ0003
 LJ0003  STATE/COUNTY-  NE/DAWSON
 LJ0003  USGS QUAD   -  GOTHENBURG SE (1970)
 LJ0003
 LJ0003                         *CURRENT SURVEY CONTROL
 LJ0003  ___________________________________________________________________
 LJ0003* NAD 83(1986)-  40 52 28.     (N)    100 02 00.     (W)     SCALED    
 LJ0003* NAVD 88     -       764.609  (meters)    2508.55   (feet)  ADJUSTED  
 LJ0003  ___________________________________________________________________
 LJ0003  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 LJ0003  DYNAMIC HT  -         764.159 (meters)    2507.08  (feet)  COMP
 LJ0003  MODELED GRAV-     980,010.2   (mgal)                       NAVD 88
 LJ0003
 LJ0003  VERT ORDER  -  SECOND    CLASS 0
 LJ0003
 LJ0003.The horizontal coordinates were scaled from a topographic map and have
 LJ0003.an estimated accuracy of +/- 6 seconds.
 LJ0003
 LJ0003.The orthometric height was determined by differential leveling
 LJ0003.and adjusted by the National Geodetic Survey in June 1991..
 LJ0003
 LJ0003.The geoid height was determined by GEOID03.
 LJ0003
 LJ0003.The dynamic height is computed by dividing the NAVD 88
 LJ0003.geopotential number by the normal gravity value computed on the
 LJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0003.degrees latitude (g = 980.6199 gals.).
 LJ0003
 LJ0003.The modeled gravity was interpolated from observed gravity values.
 LJ0003
 LJ0003;                    North         East    Units  Estimated Accuracy
 LJ0003;SPC NE       -   115,590.      497,190.      MT  (+/- 180 meters Scaled)
 LJ0003
 LJ0003                          SUPERSEDED SURVEY CONTROL
 LJ0003
 LJ0003  NGVD 29 (??/??/92)  764.318  (m)         2507.60   (f) ADJ UNCH    2 0
 LJ0003
 LJ0003.Superseded values are not recommended for survey control.
 LJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0003.See file dsdata.txt to determine how the superseded data were derived.
 LJ0003
 LJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML129253(NAD 83)
 LJ0003_MARKER: DB = BENCH MARK DISK
 LJ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0003_STAMPING: D 321 1950
 LJ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0003+STABILITY: SURFACE MOTION
 LJ0003
 LJ0003  HISTORY     - Date     Condition        Report By
 LJ0003  HISTORY     - 1950     MONUMENTED       CGS
 LJ0003  HISTORY     - 1986     MARK NOT FOUND   NGS
 LJ0003
 LJ0003                          STATION DESCRIPTION
 LJ0003
 LJ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LJ0003'2.9 MI NW FROM COZAD.
 LJ0003'2.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LJ0003'STATION AT COZAD, 4 POLES NORTHWEST OF MILEPOST 241, 97 FEET
 LJ0003'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 30, 123 FEET EAST
 LJ0003'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 35 FEET NORTHEAST
 LJ0003'OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS, 13 FEET
 LJ0003'SOUTHWEST OF THE RIGHT OF WAY FENCE, 5.6 FEET EAST OF A TELEPHONE
 LJ0003'POLE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LJ0003'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LJ0003
 LJ0003                          STATION RECOVERY (1986)
 LJ0003
 LJ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0003'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 LJ0003'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0529 ***********************************************************************
 LH0529  DESIGNATION -  D 322
 LH0529  PID         -  LH0529
 LH0529  STATE/COUNTY-  NE/BUFFALO
 LH0529  USGS QUAD   -  ELM CREEK EAST (1983)
 LH0529
 LH0529                         *CURRENT SURVEY CONTROL
 LH0529  ___________________________________________________________________
 LH0529* NAD 83(1986)-  40 42 16.     (N)    099 16 28.     (W)     SCALED    
 LH0529* NAVD 88     -       678.864  (meters)    2227.24   (feet)  ADJUSTED  
 LH0529  ___________________________________________________________________
 LH0529  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 LH0529  DYNAMIC HT  -         678.472 (meters)    2225.95  (feet)  COMP
 LH0529  MODELED GRAV-     980,025.6   (mgal)                       NAVD 88
 LH0529
 LH0529  VERT ORDER  -  FIRST     CLASS II
 LH0529
 LH0529.The horizontal coordinates were scaled from a topographic map and have
 LH0529.an estimated accuracy of +/- 6 seconds.
 LH0529
 LH0529.The orthometric height was determined by differential leveling
 LH0529.and adjusted by the National Geodetic Survey in May 1993..
 LH0529
 LH0529.The geoid height was determined by GEOID03.
 LH0529
 LH0529.The dynamic height is computed by dividing the NAVD 88
 LH0529.geopotential number by the normal gravity value computed on the
 LH0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0529.degrees latitude (g = 980.6199 gals.).
 LH0529
 LH0529.The modeled gravity was interpolated from observed gravity values.
 LH0529
 LH0529;                    North         East    Units  Estimated Accuracy
 LH0529;SPC NE       -    96,980.      561,300.      MT  (+/- 180 meters Scaled)
 LH0529
 LH0529                          SUPERSEDED SURVEY CONTROL
 LH0529
 LH0529  NAVD 88 (06/15/91)  678.898  (m)         2227.35   (f) UNKNOWN     1 2
 LH0529  NGVD 29 (02/14/92)  678.605  (m)         2226.39   (f) ADJUSTED    1 2
 LH0529
 LH0529.Superseded values are not recommended for survey control.
 LH0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0529.See file dsdata.txt to determine how the superseded data were derived.
 LH0529
 LH0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML768059(NAD 83)
 LH0529_MARKER: DB = BENCH MARK DISK
 LH0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0529_SP_SET: CONCRETE POST
 LH0529_STAMPING: D 322 1950
 LH0529_MARK LOGO: CGS   
 LH0529_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0529+STABILITY: SURFACE MOTION
 LH0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0529+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1997
 LH0529
 LH0529  HISTORY     - Date     Condition        Report By
 LH0529  HISTORY     - 1950     MONUMENTED       CGS
 LH0529  HISTORY     - 19910923 GOOD             NGS
 LH0529  HISTORY     - 19971001 GOOD             LOCENG
 LH0529
 LH0529                          STATION DESCRIPTION
 LH0529
 LH0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0529'1 MI W FROM ODESSA.
 LH0529'1.0 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0529'AT ODESSA, AT A ROAD CROSSING, 134 FEET WEST OF THE CENTER LINE
 LH0529'OF A NORTH AND SOUTH ROAD, 92 FEET SOUTH OF THE CENTER LINE OF
 LH0529'U.S. HIGHWAY 30, 47 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 LH0529'TRACK, 9.4 FEET NORTH OF A TELEGRAPH POLE, 1 FOOT SOUTH OF A
 LH0529'FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LH0529'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LH0529
 LH0529                          STATION RECOVERY (1991)
 LH0529
 LH0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0529'9.4 KM (5.85 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0529'U.S. HIGHWAY 183 IN ELM CREEK, 41.0 M (134.5 FT) WEST OF THE CENTER
 LH0529'OF A GRAVELED ROAD, 27.8 M (91.2 FT) SOUTH OF AND LEVEL WITH THE
 LH0529'HIGHWAY CENTERLINE, 15.2 M (49.9 FT) EAST OF A UTILITY POLE WITH A
 LH0529'GUY CABLE, 14.0 M (45.9 FT) NORTH OF THE NEAR RAIL OF THE UNION
 LH0529'PACIFIC RAILROAD, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 LH0529'MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 LH0529
 LH0529                          STATION RECOVERY (1997)
 LH0529
 LH0529'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (RD)
 LH0529'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LH0529'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1122 ***********************************************************************
 AI1122  DESIGNATION -  D 322 RESET
 AI1122  PID         -  AI1122
 AI1122  STATE/COUNTY-  NE/BUFFALO
 AI1122  USGS QUAD   -  ELM CREEK EAST (1983)
 AI1122
 AI1122                         *CURRENT SURVEY CONTROL
 AI1122  ___________________________________________________________________
 AI1122* NAD 83(1986)-  40 42 16.     (N)    099 16 28.     (W)     SCALED    
 AI1122* NAVD 88     -       678.30   (meters)    2225.4    (feet)  RESET     
 AI1122  ___________________________________________________________________
 AI1122  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AI1122
 AI1122  VERT ORDER  -  THIRD
 AI1122
 AI1122.The horizontal coordinates were scaled from a topographic map and have
 AI1122.an estimated accuracy of +/- 6 seconds.
 AI1122
 AI1122.The orthometric height was computed from unverified reset data.
 AI1122.No vertical observational check was made to the station.
 AI1122
 AI1122.The geoid height was determined by GEOID03.
 AI1122
 AI1122;                    North         East    Units  Estimated Accuracy
 AI1122;SPC NE       -    96,980.      561,300.      MT  (+/- 180 meters Scaled)
 AI1122
 AI1122                          SUPERSEDED SURVEY CONTROL
 AI1122
 AI1122.No superseded survey control is available for this station.
 AI1122
 AI1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML768059(NAD 83)
 AI1122_MARKER: DV = VERTICAL CONTROL DISK
 AI1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1122_STAMPING: D 322 RESET 1997
 AI1122_MARK LOGO: NGS   
 AI1122_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1122+STABILITY: SURFACE MOTION
 AI1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1122+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI1122
 AI1122  HISTORY     - Date     Condition        Report By
 AI1122  HISTORY     - 1997     MONUMENTED       LOCSUR
 AI1122
 AI1122                          STATION DESCRIPTION
 AI1122
 AI1122'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RD)
 AI1122'1.0 MI (1.6 KM) WEST OF ODESSA, IN THE SE1/4, SEC32, T9N, R17W,
 AI1122'BETWEEN U.S.  HIGHWAY 30 AND THE UNION PACIFIC RAILROAD TRACKS, IN THE
 AI1122'SOUTHWEST ANGLE OF THE INTERSECTION OF THE HIGHWAY WITH AMHERST ROAD,
 AI1122'25.69 M (84.28 FT) NORTH OF THE NORTHERNMOST RAIL, 19.62 M (64.37 FT)
 AI1122'WEST OF THE CENTERLINE OF AMHERST ROAD, 16.20 M (53.15 FT) SOUTH OF
 AI1122'THE CENTERLINE OF THE HIGHWAY AND 0.59 M (1.94 FT) NORTH OF A WITNESS
 AI1122'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0679 ***********************************************************************
 ML0679  DESIGNATION -  D 323
 ML0679  PID         -  ML0679
 ML0679  STATE/COUNTY-  NE/VALLEY
 ML0679  USGS QUAD   -  ARCADIA WEST (1978)
 ML0679
 ML0679                         *CURRENT SURVEY CONTROL
 ML0679  ___________________________________________________________________
 ML0679* NAD 83(1986)-  41 27 54.     (N)    099 10 25.     (W)     SCALED    
 ML0679* NAVD 88     -       668.078  (meters)    2191.85   (feet)  ADJUSTED  
 ML0679  ___________________________________________________________________
 ML0679  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 ML0679  DYNAMIC HT  -         667.741 (meters)    2190.75  (feet)  COMP
 ML0679  MODELED GRAV-     980,097.8   (mgal)                       NAVD 88
 ML0679
 ML0679  VERT ORDER  -  FIRST     CLASS II
 ML0679
 ML0679.The horizontal coordinates were scaled from a topographic map and have
 ML0679.an estimated accuracy of +/- 6 seconds.
 ML0679
 ML0679.The orthometric height was determined by differential leveling
 ML0679.and adjusted by the National Geodetic Survey in June 1991..
 ML0679
 ML0679.The geoid height was determined by GEOID03.
 ML0679
 ML0679.The dynamic height is computed by dividing the NAVD 88
 ML0679.geopotential number by the normal gravity value computed on the
 ML0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0679.degrees latitude (g = 980.6199 gals.).
 ML0679
 ML0679.The modeled gravity was interpolated from observed gravity values.
 ML0679
 ML0679;                    North         East    Units  Estimated Accuracy
 ML0679;SPC NE       -   181,490.      569,010.      MT  (+/- 180 meters Scaled)
 ML0679
 ML0679                          SUPERSEDED SURVEY CONTROL
 ML0679
 ML0679  NGVD 29 (??/??/92)  667.829  (m)         2191.04   (f) ADJ UNCH    1 2
 ML0679
 ML0679.Superseded values are not recommended for survey control.
 ML0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0679.See file dsdata.txt to determine how the superseded data were derived.
 ML0679
 ML0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML855903(NAD 83)
 ML0679_MARKER: DB = BENCH MARK DISK
 ML0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0679_STAMPING: D 323 1950
 ML0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0679+STABILITY: SURFACE MOTION
 ML0679
 ML0679  HISTORY     - Date     Condition        Report By
 ML0679  HISTORY     - 1950     MONUMENTED       CGS
 ML0679
 ML0679                          STATION DESCRIPTION
 ML0679
 ML0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0679'3.3 MI NW FROM ARCADIA.
 ML0679'3.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0679'RAILROAD FROM THE STATION AT ARCADIA, AT A ROAD CROSSING, 130
 ML0679'FEET WEST OF MILEPOST 57, 70 FEET SOUTHWEST OF THE SOUTHWEST
 ML0679'RAIL, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 7 FEET
 ML0679'NORTHEAST OF A POWER POLE, 18 FEET SOUTHWEST OF A FENCE, 1.6
 ML0679'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0679'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0953 ***********************************************************************
 ML0953  DESIGNATION -  D 324
 ML0953  PID         -  ML0953
 ML0953  STATE/COUNTY-  NE/BLAINE
 ML0953  USGS QUAD   -  ALMERIA SW (1952)
 ML0953
 ML0953                         *CURRENT SURVEY CONTROL
 ML0953  ___________________________________________________________________
 ML0953* NAD 83(1986)-  41 50 42.     (N)    099 43 31.     (W)     SCALED    
 ML0953* NAVD 88     -       774.410  (meters)    2540.71   (feet)  ADJUSTED  
 ML0953  ___________________________________________________________________
 ML0953  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 ML0953  DYNAMIC HT  -         774.031 (meters)    2539.47  (feet)  COMP
 ML0953  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 ML0953
 ML0953  VERT ORDER  -  SECOND    CLASS 0
 ML0953
 ML0953.The horizontal coordinates were scaled from a topographic map and have
 ML0953.an estimated accuracy of +/- 6 seconds.
 ML0953
 ML0953.The orthometric height was determined by differential leveling
 ML0953.and adjusted by the National Geodetic Survey in June 1991..
 ML0953
 ML0953.The geoid height was determined by GEOID03.
 ML0953
 ML0953.The dynamic height is computed by dividing the NAVD 88
 ML0953.geopotential number by the normal gravity value computed on the
 ML0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0953.degrees latitude (g = 980.6199 gals.).
 ML0953
 ML0953.The modeled gravity was interpolated from observed gravity values.
 ML0953
 ML0953;                    North         East    Units  Estimated Accuracy
 ML0953;SPC NE       -   223,380.      522,810.      MT  (+/- 180 meters Scaled)
 ML0953
 ML0953                          SUPERSEDED SURVEY CONTROL
 ML0953
 ML0953  NGVD 29 (??/??/92)  774.132  (m)         2539.80   (f) ADJ UNCH    2 0
 ML0953
 ML0953.Superseded values are not recommended for survey control.
 ML0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0953.See file dsdata.txt to determine how the superseded data were derived.
 ML0953
 ML0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM397328(NAD 83)
 ML0953_MARKER: DB = BENCH MARK DISK
 ML0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0953_STAMPING: D 324 1950
 ML0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0953+STABILITY: SURFACE MOTION
 ML0953
 ML0953  HISTORY     - Date     Condition        Report By
 ML0953  HISTORY     - 1950     MONUMENTED       CGS
 ML0953
 ML0953                          STATION DESCRIPTION
 ML0953
 ML0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0953'12.5 MI NW FROM ALMERIA.
 ML0953'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0953'ALMERIA, THENCE 4.75 MILES WEST ALONG A GRADED SAND ROAD, THENCE
 ML0953'3.35 MILES WEST ALONG A SAND ROAD, THENCE 1.9 MILES NORTH ALONG
 ML0953'A SAND ROAD, 250 FEET EAST OF A FARMHOUSE, 125 FEET NORTH OF
 ML0953'A CATTLE GUARD, 59 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 ML0953'ROAD, 45 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 ML0953'19 FEET NORTH OF A FENCE CORNER, 1.2 FEET EAST OF A FENCE, 2
 ML0953'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0953'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS
 ML0953'0.8 MILE SOUTH OF BENCH MARK W 314.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1482 ***********************************************************************
 MK1482  DESIGNATION -  D 325
 MK1482  PID         -  MK1482
 MK1482  STATE/COUNTY-  NE/POLK
 MK1482  USGS QUAD   -  CLARKS (1962)
 MK1482
 MK1482                         *CURRENT SURVEY CONTROL
 MK1482  ___________________________________________________________________
 MK1482* NAD 83(1986)-  41 08 53.     (N)    097 48 32.     (W)     SCALED    
 MK1482* NAVD 88     -       538.211  (meters)    1765.78   (feet)  ADJUSTED  
 MK1482  ___________________________________________________________________
 MK1482  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 MK1482  DYNAMIC HT  -         537.944 (meters)    1764.90  (feet)  COMP
 MK1482  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 MK1482
 MK1482  VERT ORDER  -  SECOND    CLASS 0
 MK1482
 MK1482.The horizontal coordinates were scaled from a topographic map and have
 MK1482.an estimated accuracy of +/- 6 seconds.
 MK1482
 MK1482.The orthometric height was determined by differential leveling
 MK1482.and adjusted by the National Geodetic Survey in June 1991..
 MK1482
 MK1482.The geoid height was determined by GEOID03.
 MK1482
 MK1482.The dynamic height is computed by dividing the NAVD 88
 MK1482.geopotential number by the normal gravity value computed on the
 MK1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1482.degrees latitude (g = 980.6199 gals.).
 MK1482
 MK1482.The modeled gravity was interpolated from observed gravity values.
 MK1482
 MK1482;                    North         East    Units  Estimated Accuracy
 MK1482;SPC NE       -   148,300.      683,860.      MT  (+/- 180 meters Scaled)
 MK1482
 MK1482                          SUPERSEDED SURVEY CONTROL
 MK1482
 MK1482  NGVD 29 (??/??/92)  537.996  (m)         1765.08   (f) ADJ UNCH    2 0
 MK1482
 MK1482.Superseded values are not recommended for survey control.
 MK1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1482.See file dsdata.txt to determine how the superseded data were derived.
 MK1482
 MK1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL999558(NAD 83)
 MK1482_MARKER: DB = BENCH MARK DISK
 MK1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1482_STAMPING: D 325 1950
 MK1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1482+STABILITY: SURFACE MOTION
 MK1482
 MK1482  HISTORY     - Date     Condition        Report By
 MK1482  HISTORY     - 1950     MONUMENTED       CGS
 MK1482
 MK1482                          STATION DESCRIPTION
 MK1482
 MK1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1482'8.7 MI SE FROM CLARKS.
 MK1482'2.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 MK1482'THE STATION AT CLARKS, THENCE 3.5 MILES SOUTHEAST ALONG U.S.
 MK1482'HIGHWAY 30 A, THENCE 2.5 MILES SOUTH ALONG A GRAVELED ROAD,
 MK1482'AT A ROAD INTERSECTION, AT THE WEST END OF AN EAST AND WEST
 MK1482'WINDBREAK, 109 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1482'ROAD, 49 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK1482'22 FEET NORTHEAST OF THE CENTER LINE OF A NORTHWEST AND
 MK1482'SOUTHEAST ROAD, 1.3 FEET NORTHEAST OF A FENCE, 2.4 FEET NORTHEAST
 MK1482'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1482'PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0 MILE
 MK1482'NORTH OF BENCH MARK E 325.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1500 ***********************************************************************
 MK1500  DESIGNATION -  D 326
 MK1500  PID         -  MK1500
 MK1500  STATE/COUNTY-  NE/POLK
 MK1500  USGS QUAD   -  STROMSBURG (1965)
 MK1500
 MK1500                         *CURRENT SURVEY CONTROL
 MK1500  ___________________________________________________________________
 MK1500* NAD 83(1986)-  41 07 09.     (N)    097 33 35.     (W)     SCALED    
 MK1500* NAVD 88     -       502.851  (meters)    1649.77   (feet)  ADJUSTED  
 MK1500  ___________________________________________________________________
 MK1500  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 MK1500  DYNAMIC HT  -         502.602 (meters)    1648.95  (feet)  COMP
 MK1500  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 MK1500
 MK1500  VERT ORDER  -  SECOND    CLASS 0
 MK1500
 MK1500.The horizontal coordinates were scaled from a topographic map and have
 MK1500.an estimated accuracy of +/- 6 seconds.
 MK1500
 MK1500.The orthometric height was determined by differential leveling
 MK1500.and adjusted by the National Geodetic Survey in June 1991..
 MK1500
 MK1500.The geoid height was determined by GEOID03.
 MK1500
 MK1500.The dynamic height is computed by dividing the NAVD 88
 MK1500.geopotential number by the normal gravity value computed on the
 MK1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1500.degrees latitude (g = 980.6199 gals.).
 MK1500
 MK1500.The modeled gravity was interpolated from observed gravity values.
 MK1500
 MK1500;                    North         East    Units  Estimated Accuracy
 MK1500;SPC NE       -   145,650.      704,850.      MT  (+/- 180 meters Scaled)
 MK1500
 MK1500                          SUPERSEDED SURVEY CONTROL
 MK1500
 MK1500  NGVD 29 (??/??/92)  502.648  (m)         1649.10   (f) ADJ UNCH    2 0
 MK1500
 MK1500.Superseded values are not recommended for survey control.
 MK1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1500.See file dsdata.txt to determine how the superseded data were derived.
 MK1500
 MK1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL209529(NAD 83)
 MK1500_MARKER: DB = BENCH MARK DISK
 MK1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1500_STAMPING: D 326 1950
 MK1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1500+STABILITY: SURFACE MOTION
 MK1500
 MK1500  HISTORY     - Date     Condition        Report By
 MK1500  HISTORY     - 1950     MONUMENTED       CGS
 MK1500  HISTORY     - 1976     GOOD             NGS
 MK1500
 MK1500                          STATION DESCRIPTION
 MK1500
 MK1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1500'2.4 MI NE FROM STROMSBURG.
 MK1500'0.4 MILE NORTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 MK1500'STROMSBURG, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD,
 MK1500'AT A ROAD INTERSECTION, 84 FEET EAST OF THE CENTER LINE OF A
 MK1500'NORTH AND SOUTH ROAD, 34 FEET SOUTH OF THE CENTER LINE OF AN
 MK1500'EAST AND WEST ROAD, 5.5 FEET SOUTH OF A POWER POLE, 1.6 FEET
 MK1500'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1500'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1500
 MK1500                          STATION RECOVERY (1976)
 MK1500
 MK1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MK1500'TO REACH FROM THE JUNCTION OF NINTH STREET AND US HIGHWAY 81 IN
 MK1500'STROMSBURG, GO EAST ON NINTH STREET FOR 2.0 MILES TO SIDE ROAD ON THE
 MK1500'RIGHT AND THE BENCH MARK IN SOUTHEAST ANGLE, 65 FT E OF THE EAST END
 MK1500'OF A METAL CULVERT UNDER NORTHSOUTH ROAD, 37 FT S OF THE CENTER OF
 MK1500'THE EASTWEST ROAD, 27 FT EASTNORTHEAST OF A POWER POLE AND 11 FT
 MK1500'WESTNORTHWEST OF AN ANCHOR FOR THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0512 ***********************************************************************
 ML0512  DESIGNATION -  D 328
 ML0512  PID         -  ML0512
 ML0512  STATE/COUNTY-  NE/VALLEY
 ML0512  USGS QUAD   -  ORD (1985)
 ML0512
 ML0512                         *CURRENT SURVEY CONTROL
 ML0512  ___________________________________________________________________
 ML0512* NAD 83(1986)-  41 37 23.     (N)    098 56 56.     (W)     SCALED    
 ML0512* NAVD 88     -       627.445  (meters)    2058.54   (feet)  ADJUSTED  
 ML0512  ___________________________________________________________________
 ML0512  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 ML0512  DYNAMIC HT  -         627.138 (meters)    2057.54  (feet)  COMP
 ML0512  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 ML0512
 ML0512  VERT ORDER  -  SECOND    CLASS 0
 ML0512
 ML0512.This mark is at Evelyn Sharp Field Airport (ODX)
 ML0512
 ML0512.The horizontal coordinates were scaled from a topographic map and have
 ML0512.an estimated accuracy of +/- 6 seconds.
 ML0512
 ML0512.The orthometric height was determined by differential leveling
 ML0512.and adjusted by the National Geodetic Survey in June 1991..
 ML0512
 ML0512.The geoid height was determined by GEOID03.
 ML0512
 ML0512.The dynamic height is computed by dividing the NAVD 88
 ML0512.geopotential number by the normal gravity value computed on the
 ML0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0512.degrees latitude (g = 980.6199 gals.).
 ML0512
 ML0512.The modeled gravity was interpolated from observed gravity values.
 ML0512
 ML0512;                    North         East    Units  Estimated Accuracy
 ML0512;SPC NE       -   199,240.      587,570.      MT  (+/- 180 meters Scaled)
 ML0512
 ML0512                          SUPERSEDED SURVEY CONTROL
 ML0512
 ML0512  NGVD 29 (??/??/92)  627.190  (m)         2057.71   (f) ADJ UNCH    2 0
 ML0512
 ML0512.Superseded values are not recommended for survey control.
 ML0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0512.See file dsdata.txt to determine how the superseded data were derived.
 ML0512
 ML0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM042079(NAD 83)
 ML0512_MARKER: DB = BENCH MARK DISK
 ML0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0512_STAMPING: D 328 1950
 ML0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0512+STABILITY: SURFACE MOTION
 ML0512
 ML0512  HISTORY     - Date     Condition        Report By
 ML0512  HISTORY     - 1950     MONUMENTED       CGS
 ML0512  HISTORY     - 1985     GOOD             NGS
 ML0512
 ML0512                          STATION DESCRIPTION
 ML0512
 ML0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0512'2.1 MI NW FROM ORD.
 ML0512'2.1MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 ML0512'AT ORD, AT THE ORD MUNICIPAL AIRPORT, 6 FEET WEST OF THE NORTH
 ML0512'CORNER OF THE NORTHWEST HANGAR, SET IN THE TOP OF A CONCRETE
 ML0512'POST WHICH IS FLUSH WITH THE GROUND.
 ML0512
 ML0512                          STATION RECOVERY (1985)
 ML0512
 ML0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0512'2.1 MILES NORTHWEST OF ORD, AT THE ORD AIRPORT WHICH IS KNOWN AS
 ML0512'SHARP FIELD, AT THE NORTHERN MOST, AND ONLY QUONSET TYPE HANGAR OF
 ML0512'THREE HANGARS, 21.65 M (71.0 FT) EAST FROM THE NORTHEAST LEG OF THE
 ML0512'BEACON TOWER, 1.83 M (6.0 FT) WEST FROM THE NORTHWEST CORNER OF THE
 ML0512'HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0503 ***********************************************************************
 ML0503  DESIGNATION -  D 329 RESET
 ML0503  PID         -  ML0503
 ML0503  STATE/COUNTY-  NE/VALLEY
 ML0503  USGS QUAD   -  ORD (1985)
 ML0503
 ML0503                         *CURRENT SURVEY CONTROL
 ML0503  ___________________________________________________________________
 ML0503* NAD 83(1986)-  41 32 53.     (N)    098 58 53.     (W)     SCALED    
 ML0503* NAVD 88     -       649.21   (meters)    2129.9    (feet)  RESET     
 ML0503  ___________________________________________________________________
 ML0503  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 ML0503
 ML0503  VERT ORDER  -  THIRD
 ML0503
 ML0503.The horizontal coordinates were scaled from a topographic map and have
 ML0503.an estimated accuracy of +/- 6 seconds.
 ML0503
 ML0503.The orthometric height was computed from unverified reset data.
 ML0503
 ML0503.The geoid height was determined by GEOID03.
 ML0503
 ML0503;                    North         East    Units  Estimated Accuracy
 ML0503;SPC NE       -   190,880.      584,960.      MT  (+/- 180 meters Scaled)
 ML0503
 ML0503                          SUPERSEDED SURVEY CONTROL
 ML0503
 ML0503  NGVD 29 (??/??/??)  648.96   (m)         2129.1    (f) RESET       3  
 ML0503
 ML0503.Superseded values are not recommended for survey control.
 ML0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0503.See file dsdata.txt to determine how the superseded data were derived.
 ML0503
 ML0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL015995(NAD 83)
 ML0503_MARKER: DB = BENCH MARK DISK
 ML0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0503_STAMPING: D 329 RESET 1960
 ML0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0503+STABILITY: SURFACE MOTION
 ML0503
 ML0503  HISTORY     - Date     Condition        Report By
 ML0503  HISTORY     - 1960     MONUMENTED       NEDR
 ML0503
 ML0503                          STATION DESCRIPTION
 ML0503
 ML0503'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 ML0503'5.9 MI SW FROM ORD.
 ML0503'THE MARK IS LOCATED 5.9 MILES SOUTHWEST ALONG STATE HIGHWAY
 ML0503'58 FROM THE POST OFFICE AT ORD, 0.2 MILE SOUTH OF A FARMHOUSE,
 ML0503'60 FEET EAST OF THE CENTERLINE OF HIGHWAY 70 ON THE FENCE LINE,
 ML0503'1.5 FEET EAST OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE
 ML0503'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0892 ***********************************************************************
 MK0892  DESIGNATION -  D 330
 MK0892  PID         -  MK0892
 MK0892  STATE/COUNTY-  NE/BUTLER
 MK0892  USGS QUAD   -  ROGERS (1968)
 MK0892
 MK0892                         *CURRENT SURVEY CONTROL
 MK0892  ___________________________________________________________________
 MK0892* NAD 83(1986)-  41 23 38.     (N)    096 56 41.     (W)     SCALED    
 MK0892* NAVD 88     -       433.329  (meters)    1421.68   (feet)  ADJUSTED  
 MK0892  ___________________________________________________________________
 MK0892  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 MK0892  DYNAMIC HT  -         433.138 (meters)    1421.05  (feet)  COMP
 MK0892  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 MK0892
 MK0892  VERT ORDER  -  SECOND    CLASS 0
 MK0892
 MK0892.The horizontal coordinates were scaled from a topographic map and have
 MK0892.an estimated accuracy of +/- 6 seconds.
 MK0892
 MK0892.The orthometric height was determined by differential leveling
 MK0892.and adjusted by the National Geodetic Survey in June 1991..
 MK0892
 MK0892.The geoid height was determined by GEOID03.
 MK0892
 MK0892.The dynamic height is computed by dividing the NAVD 88
 MK0892.geopotential number by the normal gravity value computed on the
 MK0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0892.degrees latitude (g = 980.6199 gals.).
 MK0892
 MK0892.The modeled gravity was interpolated from observed gravity values.
 MK0892
 MK0892;                    North         East    Units  Estimated Accuracy
 MK0892;SPC NE       -   177,770.      755,380.      MT  (+/- 180 meters Scaled)
 MK0892
 MK0892                          SUPERSEDED SURVEY CONTROL
 MK0892
 MK0892  NGVD 29 (??/??/92)  433.162  (m)         1421.13   (f) ADJ UNCH    2 0
 MK0892
 MK0892.Superseded values are not recommended for survey control.
 MK0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0892.See file dsdata.txt to determine how the superseded data were derived.
 MK0892
 MK0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL718845(NAD 83)
 MK0892_MARKER: DB = BENCH MARK DISK
 MK0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0892_STAMPING: D 330 1950
 MK0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0892+STABILITY: SURFACE MOTION
 MK0892
 MK0892  HISTORY     - Date     Condition        Report By
 MK0892  HISTORY     - 1950     MONUMENTED       CGS
 MK0892
 MK0892                          STATION DESCRIPTION
 MK0892
 MK0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0892'1.9 MI SW FROM LINWOOD.
 MK0892'0.4 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0892'LINWOOD, THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.35
 MK0892'MILES SOUTHWEST ALONG A GRAVELED ROAD, 46 FEET SOUTH OF THE
 MK0892'EXTENDED CENTER LINE OF A ROAD LEADING WEST, 36 FEET SOUTHEAST
 MK0892'OF THE CENTER LINE OF A NORTHEAST AND SOUTHWEST ROAD, 17 FEET
 MK0892'NORTHEAST OF A POWER POLE, 1 FOOT SOUTHEAST OF A FENCE, 2 FEET
 MK0892'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0892'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1258 ***********************************************************************
 MK1258  DESIGNATION -  D 331
 MK1258  PID         -  MK1258
 MK1258  STATE/COUNTY-  NE/COLFAX
 MK1258  USGS QUAD   -  SCHUYLER (1968)
 MK1258
 MK1258                         *CURRENT SURVEY CONTROL
 MK1258  ___________________________________________________________________
 MK1258* NAD 83(1986)-  41 26 46.     (N)    097 05 52.     (W)     SCALED    
 MK1258* NAVD 88     -       414.935  (meters)    1361.33   (feet)  ADJUSTED  
 MK1258  ___________________________________________________________________
 MK1258  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 MK1258  DYNAMIC HT  -         414.756 (meters)    1360.75  (feet)  COMP
 MK1258  MODELED GRAV-     980,179.3   (mgal)                       NAVD 88
 MK1258
 MK1258  VERT ORDER  -  SECOND    CLASS 0
 MK1258
 MK1258.The horizontal coordinates were scaled from a topographic map and have
 MK1258.an estimated accuracy of +/- 6 seconds.
 MK1258
 MK1258.The orthometric height was determined by differential leveling
 MK1258.and adjusted by the National Geodetic Survey in June 1991..
 MK1258
 MK1258.The geoid height was determined by GEOID03.
 MK1258
 MK1258.The dynamic height is computed by dividing the NAVD 88
 MK1258.geopotential number by the normal gravity value computed on the
 MK1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1258.degrees latitude (g = 980.6199 gals.).
 MK1258
 MK1258.The modeled gravity was interpolated from observed gravity values.
 MK1258
 MK1258;                    North         East    Units  Estimated Accuracy
 MK1258;SPC NE       -   183,130.      742,400.      MT  (+/- 180 meters Scaled)
 MK1258
 MK1258                          SUPERSEDED SURVEY CONTROL
 MK1258
 MK1258  NGVD 29 (??/??/92)  414.765  (m)         1360.77   (f) ADJ UNCH    2 0
 MK1258
 MK1258.Superseded values are not recommended for survey control.
 MK1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1258.See file dsdata.txt to determine how the superseded data were derived.
 MK1258
 MK1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL589900(NAD 83)
 MK1258_MARKER: DB = BENCH MARK DISK
 MK1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1258_STAMPING: D 331 1950
 MK1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1258+STABILITY: SURFACE MOTION
 MK1258
 MK1258  HISTORY     - Date     Condition        Report By
 MK1258  HISTORY     - 1950     MONUMENTED       CGS
 MK1258
 MK1258                          STATION DESCRIPTION
 MK1258
 MK1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1258'2.2 MI W FROM SCHUYLER.
 MK1258'2.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1258'AT SCHUYLER, AT A ROAD CROSSING, 4 POLES EAST OF MILEPOST 71,
 MK1258'90 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 69.0
 MK1258'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 60 FEET EAST
 MK1258'OF A NORTH-SOUTH FENCE, 114.4 FEET NORTH OF AN EAST-WEST RAILROAD
 MK1258'RIGHT-OF-WAY FENCE, 1.2 FEET WEST OF A REFERENCE POST, AND SET
 MK1258'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MK1258'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0972 ***********************************************************************
 ML0972  DESIGNATION -  D 332
 ML0972  PID         -  ML0972
 ML0972  STATE/COUNTY-  NE/CUSTER
 ML0972  USGS QUAD   -  ANSELMO NE (1978)
 ML0972
 ML0972                         *CURRENT SURVEY CONTROL
 ML0972  ___________________________________________________________________
 ML0972* NAD 83(1986)-  41 40 56.     (N)    099 46 40.     (W)     SCALED    
 ML0972* NAVD 88     -       776.616  (meters)    2547.95   (feet)  ADJUSTED  
 ML0972  ___________________________________________________________________
 ML0972  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 ML0972  DYNAMIC HT  -         776.217 (meters)    2546.64  (feet)  COMP
 ML0972  MODELED GRAV-     980,082.8   (mgal)                       NAVD 88
 ML0972
 ML0972  VERT ORDER  -  SECOND    CLASS 0
 ML0972
 ML0972.The horizontal coordinates were scaled from a topographic map and have
 ML0972.an estimated accuracy of +/- 6 seconds.
 ML0972
 ML0972.The orthometric height was determined by differential leveling
 ML0972.and adjusted by the National Geodetic Survey in June 1991..
 ML0972
 ML0972.The geoid height was determined by GEOID03.
 ML0972
 ML0972.The dynamic height is computed by dividing the NAVD 88
 ML0972.geopotential number by the normal gravity value computed on the
 ML0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0972.degrees latitude (g = 980.6199 gals.).
 ML0972
 ML0972.The modeled gravity was interpolated from observed gravity values.
 ML0972
 ML0972;                    North         East    Units  Estimated Accuracy
 ML0972;SPC NE       -   205,300.      518,500.      MT  (+/- 180 meters Scaled)
 ML0972
 ML0972                          SUPERSEDED SURVEY CONTROL
 ML0972
 ML0972  NGVD 29 (??/??/92)  776.329  (m)         2547.01   (f) ADJ UNCH    2 0
 ML0972
 ML0972.Superseded values are not recommended for survey control.
 ML0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0972.See file dsdata.txt to determine how the superseded data were derived.
 ML0972
 ML0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM352147(NAD 83)
 ML0972_MARKER: DB = BENCH MARK DISK
 ML0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0972_STAMPING: D 332 1950
 ML0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0972+STABILITY: SURFACE MOTION
 ML0972
 ML0972  HISTORY     - Date     Condition        Report By
 ML0972  HISTORY     - 1950     MONUMENTED       CGS
 ML0972  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 ML0972
 ML0972                          STATION DESCRIPTION
 ML0972
 ML0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0972'4.6 MI SW FROM MILBURN.
 ML0972'1.1 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 ML0972'AT MILBURN, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE
 ML0972'2.5 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD, 225 FEET
 ML0972'SOUTHWEST OF THE FOOT OF A HILL, 85 YARDS WEST OF TWO BOX ELDER
 ML0972'TREES, 38 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 ML0972'WEST OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE
 ML0972'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 ML0972
 ML0972                          STATION RECOVERY (1984)
 ML0972
 ML0972'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0260 ***********************************************************************
 ML0260  DESIGNATION -  D 333 RESET
 ML0260  PID         -  ML0260
 ML0260  STATE/COUNTY-  NE/MERRICK
 ML0260  USGS QUAD   -  CENTRAL CITY WEST (1983)
 ML0260
 ML0260                         *CURRENT SURVEY CONTROL
 ML0260  ___________________________________________________________________
 ML0260* NAD 83(1986)-  41 07 20.     (N)    098 00 05.     (W)     SCALED    
 ML0260* NAVD 88     -       517.64   (+/-2cm)    1698.3    (feet)  VERTCON   
 ML0260  ___________________________________________________________________
 ML0260  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 ML0260
 ML0260  VERT ORDER  -  THIRD (See Below)
 ML0260
 ML0260.The horizontal coordinates were scaled from a topographic map and have
 ML0260.an estimated accuracy of +/- 6 seconds.
 ML0260
 ML0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0260.The vertical order pertains to the NGVD 29 superseded value.
 ML0260
 ML0260.The geoid height was determined by GEOID03.
 ML0260
 ML0260;                    North         East    Units  Estimated Accuracy
 ML0260;SPC NE       -   145,040.      667,770.      MT  (+/- 180 meters Scaled)
 ML0260
 ML0260                          SUPERSEDED SURVEY CONTROL
 ML0260
 ML0260  NGVD 29 (08/02/06)  517.41   (m)         1697.5    (f) RESET       3  
 ML0260
 ML0260.Superseded values are not recommended for survey control.
 ML0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0260.See file dsdata.txt to determine how the superseded data were derived.
 ML0260
 ML0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL838528(NAD 83)
 ML0260_MARKER: DB = BENCH MARK DISK
 ML0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0260_SP_SET: CULVERT
 ML0260_STAMPING: D 333 RESET 1975
 ML0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0260
 ML0260  HISTORY     - Date     Condition        Report By
 ML0260  HISTORY     - 1975     MONUMENTED       NGS
 ML0260
 ML0260                          STATION DESCRIPTION
 ML0260
 ML0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 ML0260'AT CENTRAL CITY.
 ML0260'ABOUT 0.35 MILE NORTH OF CENTER OF CENTRAL CITY, 1 BLOCK WEST
 ML0260'OF THE INTERSECTION OF STATE HIGHWAY 14 AND 11TH STREET, DISK
 ML0260'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE NORTH
 ML0260'HEADWALL OF A CONCRETE BOX CULVERT UNDER 11TH STREET, 6 INCHES
 ML0260'EAST OF THE WEST EDGE OF THE HEADWALL.  A STANDARD DISK STAMPED
 ML0260'D 333 RESET 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0164 ***********************************************************************
 LH0164  DESIGNATION -  D 334
 LH0164  PID         -  LH0164
 LH0164  STATE/COUNTY-  NE/HAMILTON
 LH0164  USGS QUAD   -  MURPHY (1969)
 LH0164
 LH0164                         *CURRENT SURVEY CONTROL
 LH0164  ___________________________________________________________________
 LH0164* NAD 83(1986)-  40 58 24.     (N)    098 04 27.     (W)     SCALED    
 LH0164* NAVD 88     -       561.862  (meters)    1843.38   (feet)  ADJUSTED  
 LH0164  ___________________________________________________________________
 LH0164  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 LH0164  DYNAMIC HT  -         561.572 (meters)    1842.42  (feet)  COMP
 LH0164  MODELED GRAV-     980,089.9   (mgal)                       NAVD 88
 LH0164
 LH0164  VERT ORDER  -  SECOND    CLASS 0
 LH0164
 LH0164.The horizontal coordinates were scaled from a topographic map and have
 LH0164.an estimated accuracy of +/- 6 seconds.
 LH0164
 LH0164.The orthometric height was determined by differential leveling
 LH0164.and adjusted by the National Geodetic Survey in June 1991..
 LH0164
 LH0164.The geoid height was determined by GEOID03.
 LH0164
 LH0164.The dynamic height is computed by dividing the NAVD 88
 LH0164.geopotential number by the normal gravity value computed on the
 LH0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0164.degrees latitude (g = 980.6199 gals.).
 LH0164
 LH0164.The modeled gravity was interpolated from observed gravity values.
 LH0164
 LH0164;                    North         East    Units  Estimated Accuracy
 LH0164;SPC NE       -   128,380.      662,030.      MT  (+/- 180 meters Scaled)
 LH0164
 LH0164                          SUPERSEDED SURVEY CONTROL
 LH0164
 LH0164  NGVD 29 (??/??/92)  561.628  (m)         1842.61   (f) ADJ UNCH    2 0
 LH0164
 LH0164.Superseded values are not recommended for survey control.
 LH0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0164.See file dsdata.txt to determine how the superseded data were derived.
 LH0164
 LH0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL778362(NAD 83)
 LH0164_MARKER: DB = BENCH MARK DISK
 LH0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0164_STAMPING: D 334 1950
 LH0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0164+STABILITY: SURFACE MOTION
 LH0164
 LH0164  HISTORY     - Date     Condition        Report By
 LH0164  HISTORY     - 1950     MONUMENTED       CGS
 LH0164
 LH0164                          STATION DESCRIPTION
 LH0164
 LH0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0164'5.5 MI SW FROM MARQUETTE.
 LH0164'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0164'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0164'2.0 MILES WEST ALONG A DIRT ROAD, AT A ROAD INTERSECTION, 34 FEET
 LH0164'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 33 FEET SOUTH
 LH0164'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 3.8 FEET SOUTHEAST
 LH0164'OF A TELEPHONE POLE, 1.4 FEET EAST OF A WITNESS POST, SET IN THE
 LH0164'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1327 ***********************************************************************
 MK1327  DESIGNATION -  D 335
 MK1327  PID         -  MK1327
 MK1327  STATE/COUNTY-  NE/BUTLER
 MK1327  USGS QUAD   -  COLUMBUS SE (1976)
 MK1327
 MK1327                         *CURRENT SURVEY CONTROL
 MK1327  ___________________________________________________________________
 MK1327* NAD 83(1986)-  41 19 21.     (N)    097 18 42.     (W)     SCALED    
 MK1327* NAVD 88     -       454.159  (meters)    1490.02   (feet)  ADJUSTED  
 MK1327  ___________________________________________________________________
 MK1327  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 MK1327  DYNAMIC HT  -         453.956 (meters)    1489.35  (feet)  COMP
 MK1327  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 MK1327
 MK1327  VERT ORDER  -  SECOND    CLASS 0
 MK1327
 MK1327.The horizontal coordinates were scaled from a topographic map and have
 MK1327.an estimated accuracy of +/- 6 seconds.
 MK1327
 MK1327.The orthometric height was determined by differential leveling
 MK1327.and adjusted by the National Geodetic Survey in June 1991..
 MK1327
 MK1327.The geoid height was determined by GEOID03.
 MK1327
 MK1327.The dynamic height is computed by dividing the NAVD 88
 MK1327.geopotential number by the normal gravity value computed on the
 MK1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1327.degrees latitude (g = 980.6199 gals.).
 MK1327
 MK1327.The modeled gravity was interpolated from observed gravity values.
 MK1327
 MK1327;                    North         East    Units  Estimated Accuracy
 MK1327;SPC NE       -   168,830.      724,970.      MT  (+/- 180 meters Scaled)
 MK1327
 MK1327                          SUPERSEDED SURVEY CONTROL
 MK1327
 MK1327  NGVD 29 (??/??/92)  453.981  (m)         1489.44   (f) ADJ UNCH    2 0
 MK1327
 MK1327.Superseded values are not recommended for survey control.
 MK1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1327.See file dsdata.txt to determine how the superseded data were derived.
 MK1327
 MK1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL413759(NAD 83)
 MK1327_MARKER: DB = BENCH MARK DISK
 MK1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1327_STAMPING: D 335 1950
 MK1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1327+STABILITY: SURFACE MOTION
 MK1327
 MK1327  HISTORY     - Date     Condition        Report By
 MK1327  HISTORY     - 1950     MONUMENTED       CGS
 MK1327
 MK1327                          STATION DESCRIPTION
 MK1327
 MK1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1327'5.2 MI W FROM BELLWOOD.
 MK1327'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1327'BELLWOOD, THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, THENCE
 MK1327'1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 MK1327'34 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 38
 MK1327'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 4.5 FEET
 MK1327'SOUTH OF A POWER POLE, 1.1 FEET EAST OF A FENCE, 3.2 FEET NORTH
 MK1327'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1327'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1524 ***********************************************************************
 MK1524  DESIGNATION -  D 336
 MK1524  PID         -  MK1524
 MK1524  STATE/COUNTY-  NE/POLK
 MK1524  USGS QUAD   -  DURANT (1965)
 MK1524
 MK1524                         *CURRENT SURVEY CONTROL
 MK1524  ___________________________________________________________________
 MK1524* NAD 83(1986)-  41 05 58.     (N)    097 38 11.     (W)     SCALED    
 MK1524* NAVD 88     -       515.614  (meters)    1691.64   (feet)  ADJUSTED  
 MK1524  ___________________________________________________________________
 MK1524  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 MK1524  DYNAMIC HT  -         515.358 (meters)    1690.80  (feet)  COMP
 MK1524  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 MK1524
 MK1524  VERT ORDER  -  SECOND    CLASS 0
 MK1524
 MK1524.The horizontal coordinates were scaled from a topographic map and have
 MK1524.an estimated accuracy of +/- 6 seconds.
 MK1524
 MK1524.The orthometric height was determined by differential leveling
 MK1524.and adjusted by the National Geodetic Survey in June 1991..
 MK1524
 MK1524.The geoid height was determined by GEOID03.
 MK1524
 MK1524.The dynamic height is computed by dividing the NAVD 88
 MK1524.geopotential number by the normal gravity value computed on the
 MK1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1524.degrees latitude (g = 980.6199 gals.).
 MK1524
 MK1524.The modeled gravity was interpolated from observed gravity values.
 MK1524
 MK1524;                    North         East    Units  Estimated Accuracy
 MK1524;SPC NE       -   143,280.      698,480.      MT  (+/- 180 meters Scaled)
 MK1524
 MK1524                          SUPERSEDED SURVEY CONTROL
 MK1524
 MK1524  NGVD 29 (??/??/92)  515.409  (m)         1690.97   (f) ADJ UNCH    2 0
 MK1524
 MK1524.Superseded values are not recommended for survey control.
 MK1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1524.See file dsdata.txt to determine how the superseded data were derived.
 MK1524
 MK1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL145506(NAD 83)
 MK1524_MARKER: DB = BENCH MARK DISK
 MK1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1524_STAMPING: D 336 1950
 MK1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1524+STABILITY: SURFACE MOTION
 MK1524
 MK1524  HISTORY     - Date     Condition        Report By
 MK1524  HISTORY     - 1950     MONUMENTED       CGS
 MK1524
 MK1524                          STATION DESCRIPTION
 MK1524
 MK1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1524'2.2 MI W FROM STROMSBURG.
 MK1524'2.25 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1524'AT STROMSBURG, 5 POLES WEST OF MILEPOST 55, AT A ROAD CROSSING,
 MK1524'72 FEET SOUTH OF THE SOUTH RAIL, 45 FEET WEST OF THE CENTER
 MK1524'LINE OF A NORTH AND SOUTH DIRT ROAD, 14.4 FEET NORTHWEST OF
 MK1524'POWER POLE, 10.4 FEET WEST OF AN ASH TREE, 9.6 FEET WEST OF A
 MK1524'FENCE, 3.3 FEET NORTH OF A FENCE, 1.3 FEET WEST OF A WITNESS
 MK1524'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MK1524'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0132 ***********************************************************************
 ML0132  DESIGNATION -  D 337
 ML0132  PID         -  ML0132
 ML0132  STATE/COUNTY-  NE/MERRICK
 ML0132  USGS QUAD   -  CENTRAL CITY WEST (1983)
 ML0132
 ML0132                         *CURRENT SURVEY CONTROL
 ML0132  ___________________________________________________________________
 ML0132* NAD 83(1986)-  41 03 03.     (N)    098 06 41.     (W)     SCALED    
 ML0132* NAVD 88     -       531.629  (meters)    1744.19   (feet)  ADJUSTED  
 ML0132  ___________________________________________________________________
 ML0132  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 ML0132  DYNAMIC HT  -         531.358 (meters)    1743.30  (feet)  COMP
 ML0132  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 ML0132
 ML0132  VERT ORDER  -  SECOND    CLASS 0
 ML0132
 ML0132.The horizontal coordinates were scaled from a topographic map and have
 ML0132.an estimated accuracy of +/- 6 seconds.
 ML0132
 ML0132.The orthometric height was determined by differential leveling
 ML0132.and adjusted by the National Geodetic Survey in June 1991..
 ML0132
 ML0132.The geoid height was determined by GEOID03.
 ML0132
 ML0132.The dynamic height is computed by dividing the NAVD 88
 ML0132.geopotential number by the normal gravity value computed on the
 ML0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0132.degrees latitude (g = 980.6199 gals.).
 ML0132
 ML0132.The modeled gravity was interpolated from observed gravity values.
 ML0132
 ML0132;                    North         East    Units  Estimated Accuracy
 ML0132;SPC NE       -   136,910.      658,720.      MT  (+/- 180 meters Scaled)
 ML0132
 ML0132                          SUPERSEDED SURVEY CONTROL
 ML0132
 ML0132  NGVD 29 (??/??/92)  531.398  (m)         1743.43   (f) ADJ UNCH    2 0
 ML0132
 ML0132.Superseded values are not recommended for survey control.
 ML0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0132.See file dsdata.txt to determine how the superseded data were derived.
 ML0132
 ML0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL746447(NAD 83)
 ML0132_MARKER: DB = BENCH MARK DISK
 ML0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0132_STAMPING: D 337 1950
 ML0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0132+STABILITY: SURFACE MOTION
 ML0132
 ML0132  HISTORY     - Date     Condition        Report By
 ML0132  HISTORY     - 1950     MONUMENTED       CGS
 ML0132
 ML0132                          STATION DESCRIPTION
 ML0132
 ML0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0132'3.1 MI NE FROM CHAPMAN.
 ML0132'3.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0132'STATION AT CHAPMAN, 0.25 MILE NORTHEAST OF A ROAD CROSSING,
 ML0132'53.3 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 30,
 ML0132'39 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK,
 ML0132'10 FEET SOUTHWEST OF MILEPOST 132, IN LINE WITH A ROW OF
 ML0132'POLES, 7.5 FEET NORTHWEST OF A FENCE, 1.2 FEET SOUTHEAST OF A
 ML0132'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0132'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0136 ***********************************************************************
 LH0136  DESIGNATION -  D 338
 LH0136  PID         -  LH0136
 LH0136  STATE/COUNTY-  NE/HAMILTON
 LH0136  USGS QUAD   -  AURORA WEST (1968)
 LH0136
 LH0136                         *CURRENT SURVEY CONTROL
 LH0136  ___________________________________________________________________
 LH0136* NAD 83(1986)-  40 52 07.     (N)    098 03 18.     (W)     SCALED    
 LH0136* NAVD 88     -       551.897  (meters)    1810.68   (feet)  ADJUSTED  
 LH0136  ___________________________________________________________________
 LH0136  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 LH0136  DYNAMIC HT  -         551.611 (meters)    1809.74  (feet)  COMP
 LH0136  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 LH0136
 LH0136  VERT ORDER  -  SECOND    CLASS 0
 LH0136
 LH0136.The horizontal coordinates were scaled from a topographic map and have
 LH0136.an estimated accuracy of +/- 6 seconds.
 LH0136
 LH0136.The orthometric height was determined by differential leveling
 LH0136.and adjusted by the National Geodetic Survey in June 1991..
 LH0136
 LH0136.The geoid height was determined by GEOID03.
 LH0136
 LH0136.The dynamic height is computed by dividing the NAVD 88
 LH0136.geopotential number by the normal gravity value computed on the
 LH0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0136.degrees latitude (g = 980.6199 gals.).
 LH0136
 LH0136.The modeled gravity was interpolated from observed gravity values.
 LH0136
 LH0136;                    North         East    Units  Estimated Accuracy
 LH0136;SPC NE       -   116,790.      663,910.      MT  (+/- 180 meters Scaled)
 LH0136
 LH0136                          SUPERSEDED SURVEY CONTROL
 LH0136
 LH0136  NGVD 29 (??/??/92)  551.664  (m)         1809.92   (f) ADJ UNCH    2 0
 LH0136
 LH0136.Superseded values are not recommended for survey control.
 LH0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0136.See file dsdata.txt to determine how the superseded data were derived.
 LH0136
 LH0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL796246(NAD 83)
 LH0136_MARKER: DB = BENCH MARK DISK
 LH0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0136_STAMPING: D 338 1950
 LH0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0136+STABILITY: SURFACE MOTION
 LH0136
 LH0136  HISTORY     - Date     Condition        Report By
 LH0136  HISTORY     - 1950     MONUMENTED       CGS
 LH0136  HISTORY     - 1984     GOOD             NGS
 LH0136
 LH0136                          STATION DESCRIPTION
 LH0136
 LH0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0136'2.9 MI W FROM AURORA.
 LH0136'2.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0136'FROM THE STATION AT AURORA, AT A ROAD CROSSING, 45.0 FEET EAST
 LH0136'OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 43.2 FEET NORTH
 LH0136'OF THE NORTH RAIL OF THE TRACK, 14 FEET SOUTHEAST OF A POWER
 LH0136'LINE POLE, 1.8 FEET SOUTH OF THE NORTH RAILWAY RIGHT-OF-WAY
 LH0136'FENCE, 2.3 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF
 LH0136'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LH0136
 LH0136                          STATION RECOVERY (1984)
 LH0136
 LH0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LH0136'ABOUT 5.95 KM (3.7 MI) WEST ALONG U.S. HIGHWAY 34, FROM ITS JUNCTION
 LH0136'WITH STATE HIGHWAY 14 AT AURURA, THENCE 0.32 KM (0.2 MI) LEFT AND
 LH0136'SOUTH ALONG A GRAVED ROAD TO THE BURLINGTON NORTHERN RAILROAD AND THE
 LH0136'MARK ON THE LEFT. 13.7 M (45.0 FT) EAST FROM THE CENTERLINE OF THE
 LH0136'ROAD, 8.69 M (28.5 FT) NORTH FROM THE NORTH RAIL OF THE NORTH SET OF
 LH0136'TWO TRACKS, 4.27 M (14.0 FT) EAST-SOUTHEAST FROM A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0316 ***********************************************************************
 NP0316  DESIGNATION -  D 341
 NP0316  PID         -  NP0316
 NP0316  STATE/COUNTY-  NE/DAWES
 NP0316  USGS QUAD   -  CRAWFORD (1980)
 NP0316
 NP0316                         *CURRENT SURVEY CONTROL
 NP0316  ___________________________________________________________________
 NP0316* NAD 83(1986)-  42 40 27.     (N)    103 26 02.     (W)     SCALED    
 NP0316* NAVD 88     -      1135.995  (meters)    3727.01   (feet)  ADJUSTED  
 NP0316  ___________________________________________________________________
 NP0316  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 NP0316  DYNAMIC HT  -        1135.384 (meters)    3725.01  (feet)  COMP
 NP0316  MODELED GRAV-     980,044.3   (mgal)                       NAVD 88
 NP0316
 NP0316  VERT ORDER  -  FIRST     CLASS II
 NP0316
 NP0316.The horizontal coordinates were scaled from a topographic map and have
 NP0316.an estimated accuracy of +/- 6 seconds.
 NP0316
 NP0316.The orthometric height was determined by differential leveling
 NP0316.and adjusted by the National Geodetic Survey in June 1991..
 NP0316
 NP0316.The geoid height was determined by GEOID03.
 NP0316
 NP0316.The dynamic height is computed by dividing the NAVD 88
 NP0316.geopotential number by the normal gravity value computed on the
 NP0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0316.degrees latitude (g = 980.6199 gals.).
 NP0316
 NP0316.The modeled gravity was interpolated from observed gravity values.
 NP0316
 NP0316;                    North         East    Units  Estimated Accuracy
 NP0316;SPC NE       -   321,020.      218,630.      MT  (+/- 180 meters Scaled)
 NP0316
 NP0316                          SUPERSEDED SURVEY CONTROL
 NP0316
 NP0316  NGVD 29 (??/??/92) 1135.405  (m)         3725.07   (f) ADJ UNCH    1 2
 NP0316
 NP0316.Superseded values are not recommended for survey control.
 NP0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0316.See file dsdata.txt to determine how the superseded data were derived.
 NP0316
 NP0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH283258(NAD 83)
 NP0316_MARKER: DB = BENCH MARK DISK
 NP0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0316_SP_SET: CONCRETE POST
 NP0316_STAMPING: D 341 1954
 NP0316_MARK LOGO: CGS   
 NP0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0316+STABILITY: SURFACE MOTION
 NP0316
 NP0316  HISTORY     - Date     Condition        Report By
 NP0316  HISTORY     - 1954     MONUMENTED       CGS
 NP0316  HISTORY     - 1985     GOOD             NGS
 NP0316
 NP0316                          STATION DESCRIPTION
 NP0316
 NP0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0316'1.5 MI SW FROM CRAWFORD.
 NP0316'1.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0316'FROM THE STATION AT CRAWFORD, 2 POLES NORTHEAST OF MILEPOST
 NP0316'434, 44 FEET NORTHEAST OF THE CENTER OF A GATE, 46 FEET SOUTHEAST
 NP0316'OF THE SOUTHEAST RAIL, 2 FEET NORTHWEST OF A FENCE, 2 FEET
 NP0316'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NP0316'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NP0316
 NP0316                          STATION RECOVERY (1985)
 NP0316
 NP0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0527 ***********************************************************************
 NP0527  DESIGNATION -  D 342
 NP0527  PID         -  NP0527
 NP0527  STATE/COUNTY-  NE/BOX BUTTE
 NP0527  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0527
 NP0527                         *CURRENT SURVEY CONTROL
 NP0527  ___________________________________________________________________
 NP0527* NAD 83(1986)-  42 00 05.     (N)    102 57 07.     (W)     SCALED    
 NP0527* NAVD 88     -      1236.373  (meters)    4056.33   (feet)  ADJUSTED  
 NP0527  ___________________________________________________________________
 NP0527  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 NP0527  DYNAMIC HT  -        1235.623 (meters)    4053.87  (feet)  COMP
 NP0527  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 NP0527
 NP0527  VERT ORDER  -  FIRST     CLASS II
 NP0527
 NP0527.The horizontal coordinates were scaled from a topographic map and have
 NP0527.an estimated accuracy of +/- 6 seconds.
 NP0527
 NP0527.The orthometric height was determined by differential leveling
 NP0527.and adjusted by the National Geodetic Survey in June 1991..
 NP0527
 NP0527.The geoid height was determined by GEOID03.
 NP0527
 NP0527.The dynamic height is computed by dividing the NAVD 88
 NP0527.geopotential number by the normal gravity value computed on the
 NP0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0527.degrees latitude (g = 980.6199 gals.).
 NP0527
 NP0527.The modeled gravity was interpolated from observed gravity values.
 NP0527
 NP0527;                    North         East    Units  Estimated Accuracy
 NP0527;SPC NE       -   244,890.      255,560.      MT  (+/- 180 meters Scaled)
 NP0527
 NP0527                          SUPERSEDED SURVEY CONTROL
 NP0527
 NP0527  NGVD 29 (??/??/92) 1235.769  (m)         4054.35   (f) ADJ UNCH    1 2
 NP0527
 NP0527.Superseded values are not recommended for survey control.
 NP0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0527.See file dsdata.txt to determine how the superseded data were derived.
 NP0527
 NP0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG696519(NAD 83)
 NP0527_MARKER: DB = BENCH MARK DISK
 NP0527_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0527_SP_SET: COPPER-CLAD STEEL ROD
 NP0527_STAMPING: D 342 1956
 NP0527_MARK LOGO: CGS   
 NP0527_PROJECTION: FLUSH
 NP0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0527_ROD/PIPE-DEPTH: 7.4  meters
 NP0527
 NP0527  HISTORY     - Date     Condition        Report By
 NP0527  HISTORY     - 1956     MONUMENTED       CGS
 NP0527  HISTORY     - 1985     GOOD             NGS
 NP0527
 NP0527                          STATION DESCRIPTION
 NP0527
 NP0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0527'7.9 MI SW FROM ALLIANCE.
 NP0527'7.9 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0527'RAILROAD FROM THE STATION AT ALLIANCE, 42 FEET EAST OF THE
 NP0527'CENTER LINE OF STATE HIGHWAY 19, 39.4 FEET WEST OF THE WEST
 NP0527'RAIL, 8.4 FEET SOUTH OF THE 4TH POLE NORTH OF MILEPOST 8, 2
 NP0527'FEET EAST OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH
 NP0527'COPPER COATED STEEL ROD WHICH IS DRIVEN 24.5 FEET IN THE
 NP0527'GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.2 FOOT
 NP0527'ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 36, TOWNSHIP
 NP0527'24 NORTH, RANGE 49 WEST.
 NP0527
 NP0527                          STATION RECOVERY (1985)
 NP0527
 NP0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0527'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.71 KM (7.9
 NP0527'MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN NORTHERN RAILROAD FROM ITS
 NP0527'STATION AT ALLIANCE, 17.35 METERS (56.9 FT) NORTH-NORTHEAST OF A SIGN
 NP0527'BOX BUTTE COUNTY, SET BETWEEN TWO WITNESS POSTS AND ACROSS THE HIGHWAY
 NP0527'FROM A FARM HOUSE, 12.07 METERS (39.6 FT) NORTHWEST OF THE NORTHWEST
 NP0527'RAIL, 24.69 METERS (81 FT) SOUTHEAST OF THE CENTER OF US HIGHWAY 385,
 NP0527'2.44 METERS (8 FT) SOUTHWEST OF A HOLE IN THE GROUND WHERE A POWER
 NP0527'POLE USED TO BE, 37.65 METERS (123.5 FT) NORTHEAST OF AN UNDERGROUND
 NP0527'WARNING SIGN, 0.15 METER (0.5 FT) SOUTHWEST OF A WITNESS POST.
 NP0527'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 NP0527'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0363 ***********************************************************************
 NP0363  DESIGNATION -  D 343
 NP0363  PID         -  NP0363
 NP0363  STATE/COUNTY-  NE/BOX BUTTE
 NP0363  USGS QUAD   -  MARSLAND (1983)
 NP0363
 NP0363                         *CURRENT SURVEY CONTROL
 NP0363  ___________________________________________________________________
 NP0363* NAD 83(1986)-  42 25 41.     (N)    103 16 33.     (W)     SCALED    
 NP0363* NAVD 88     -      1278.070  (meters)    4193.13   (feet)  ADJUSTED  
 NP0363  ___________________________________________________________________
 NP0363  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 NP0363  DYNAMIC HT  -        1277.308 (meters)    4190.63  (feet)  COMP
 NP0363  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 NP0363
 NP0363  VERT ORDER  -  FIRST     CLASS II
 NP0363
 NP0363.The horizontal coordinates were scaled from a topographic map and have
 NP0363.an estimated accuracy of +/- 6 seconds.
 NP0363
 NP0363.The orthometric height was determined by differential leveling
 NP0363.and adjusted by the National Geodetic Survey in June 1991..
 NP0363
 NP0363.The geoid height was determined by GEOID03.
 NP0363
 NP0363.The dynamic height is computed by dividing the NAVD 88
 NP0363.geopotential number by the normal gravity value computed on the
 NP0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0363.degrees latitude (g = 980.6199 gals.).
 NP0363
 NP0363.The modeled gravity was interpolated from observed gravity values.
 NP0363
 NP0363;                    North         East    Units  Estimated Accuracy
 NP0363;SPC NE       -   293,200.      230,540.      MT  (+/- 180 meters Scaled)
 NP0363
 NP0363                          SUPERSEDED SURVEY CONTROL
 NP0363
 NP0363  NGVD 29 (??/??/92) 1277.403  (m)         4190.95   (f) ADJ UNCH    1 2
 NP0363
 NP0363.Superseded values are not recommended for survey control.
 NP0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0363.See file dsdata.txt to determine how the superseded data were derived.
 NP0363
 NP0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG418987(NAD 83)
 NP0363_MARKER: DB = BENCH MARK DISK
 NP0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0363_SP_SET: CONCRETE POST
 NP0363_STAMPING: D 343 1956
 NP0363_MARK LOGO: CGS   
 NP0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0363+STABILITY: SURFACE MOTION
 NP0363
 NP0363  HISTORY     - Date     Condition        Report By
 NP0363  HISTORY     - 1956     MONUMENTED       CGS
 NP0363  HISTORY     - 1985     GOOD             NGS
 NP0363
 NP0363                          STATION DESCRIPTION
 NP0363
 NP0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0363'2.9 MI SE FROM MARSLAND.
 NP0363'2.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0363'RAILROAD FROM THE STATION SIGN AT MARSLAND, 0.2 MILE SOUTH
 NP0363'OF A FARMHOUSE, 12 POLES EAST OF MILEPOST 398, 97 FEET NORTHWEST
 NP0363'OF THE CENTER OF A PRIVATE ROAD CROSSING, 31 FEET NORTH OF THE
 NP0363'NORTH RAIL, 4.3 FEET SOUTH OF A TELEPHONE POLE, 2 FEET EAST
 NP0363'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0363'0.4 FOOT ABOVE THE GROUND, IN SECTION 4, TOWNSHIP 28 NORTH,
 NP0363'RANGE 51 WEST.
 NP0363
 NP0363                          STATION RECOVERY (1985)
 NP0363
 NP0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0363'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0363'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 4.42 KM
 NP0363'(2.75 MI) SOUTHEAST ALONG THE BURLINGTON RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0760 ***********************************************************************
 NP0760  DESIGNATION -  D 344 RESET
 NP0760  PID         -  NP0760
 NP0760  STATE/COUNTY-  NE/BOX BUTTE
 NP0760  USGS QUAD   -  NONPAREIL (1946)
 NP0760
 NP0760                         *CURRENT SURVEY CONTROL
 NP0760  ___________________________________________________________________
 NP0760* NAD 83(1986)-  42 19 20.     (N)    103 14 59.     (W)     SCALED    
 NP0760* NAVD 88     -      1353.25   (meters)    4439.8    (feet)  RESET     
 NP0760  ___________________________________________________________________
 NP0760  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 NP0760
 NP0760  VERT ORDER  -  THIRD
 NP0760
 NP0760.The horizontal coordinates were scaled from a topographic map and have
 NP0760.an estimated accuracy of +/- 6 seconds.
 NP0760
 NP0760.The orthometric height was computed from unverified reset data.
 NP0760.No vertical observational check was made to the station.
 NP0760
 NP0760.The geoid height was determined by GEOID03.
 NP0760
 NP0760;                    North         East    Units  Estimated Accuracy
 NP0760;SPC NE       -   281,370.      232,250.      MT  (+/- 180 meters Scaled)
 NP0760
 NP0760                          SUPERSEDED SURVEY CONTROL
 NP0760
 NP0760  NGVD 29 (08/02/06) 1352.58   (m)         4437.6    (f) RESET       3  
 NP0760
 NP0760.Superseded values are not recommended for survey control.
 NP0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0760.See file dsdata.txt to determine how the superseded data were derived.
 NP0760
 NP0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG442870(NAD 83)
 NP0760_MARKER: DV = VERTICAL CONTROL DISK
 NP0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0760_SP_SET: CONCRETE POST
 NP0760_STAMPING: D 344 RESET 1988
 NP0760_MARK LOGO: NGS   
 NP0760_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NP0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0760+STABILITY: SURFACE MOTION
 NP0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0760+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NP0760
 NP0760  HISTORY     - Date     Condition        Report By
 NP0760  HISTORY     - 1988     MONUMENTED       NEDR
 NP0760
 NP0760                          STATION DESCRIPTION
 NP0760
 NP0760'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1988
 NP0760'9 MI (14.5 KM) WEST FROM HEMINGFORD, ON THE NORTH RIGHT-OF-WAY OF
 NP0760'STATE HIGHWAY 2 AND IN THE SE1/4, SEC11, T27N, R51W.  TO REACH THE
 NP0760'MARK FROM THE POST OFFICE, IN HEMINGFORD, GO WEST ON STATE HIGHWAY 2
 NP0760'FOR 9.0 MI (14.5 KM) TO THE MARK ON THE RIGHT, IN THE NORTHWEST ANGLE
 NP0760'OF THE JUNCTION WITH A GRAVELED ROAD.  THE DISK IS SET INTO THE TOP
 NP0760'OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2 FT (0.1 M) ABOVE
 NP0760'THE GROUND SURFACE.  IT IS 58.0 FT (17.7 M) NORTH FROM THE CENTERLINE
 NP0760'OF HIGHWAY 2, 46.0 FT (14.0 M) WEST FROM THE CENTERLINE OF THE
 NP0760'GRAVELED ROAD, 20.1 FT (6.1 M) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 NP0760'A TELEPHONE CABLE RISER POST AND 1.0 FT (0.3 M) SOUTH FROM A WITNESS
 NP0760'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0122 ***********************************************************************
 MN0122  DESIGNATION -  D 345
 MN0122  PID         -  MN0122
 MN0122  STATE/COUNTY-  NE/MORRILL
 MN0122  USGS QUAD   -  COWBOY HILL (1986)
 MN0122
 MN0122                         *CURRENT SURVEY CONTROL
 MN0122  ___________________________________________________________________
 MN0122* NAD 83(1986)-  41 57 21.     (N)    102 59 47.     (W)     SCALED    
 MN0122* NAVD 88     -      1267.597  (meters)    4158.77   (feet)  ADJUSTED  
 MN0122  ___________________________________________________________________
 MN0122  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 MN0122  DYNAMIC HT  -        1266.820 (meters)    4156.23  (feet)  COMP
 MN0122  MODELED GRAV-     979,965.1   (mgal)                       NAVD 88
 MN0122
 MN0122  VERT ORDER  -  FIRST     CLASS II
 MN0122
 MN0122.The horizontal coordinates were scaled from a topographic map and have
 MN0122.an estimated accuracy of +/- 6 seconds.
 MN0122
 MN0122.The orthometric height was determined by differential leveling
 MN0122.and adjusted by the National Geodetic Survey in June 1991..
 MN0122
 MN0122.The geoid height was determined by GEOID03.
 MN0122
 MN0122.The dynamic height is computed by dividing the NAVD 88
 MN0122.geopotential number by the normal gravity value computed on the
 MN0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0122.degrees latitude (g = 980.6199 gals.).
 MN0122
 MN0122.The modeled gravity was interpolated from observed gravity values.
 MN0122
 MN0122;                    North         East    Units  Estimated Accuracy
 MN0122;SPC NE       -   239,960.      251,700.      MT  (+/- 180 meters Scaled)
 MN0122
 MN0122                          SUPERSEDED SURVEY CONTROL
 MN0122
 MN0122  NGVD 29 (??/??/92) 1267.009  (m)         4156.85   (f) ADJ UNCH    1 2
 MN0122
 MN0122.Superseded values are not recommended for survey control.
 MN0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0122.See file dsdata.txt to determine how the superseded data were derived.
 MN0122
 MN0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG660468(NAD 83)
 MN0122_MARKER: DB = BENCH MARK DISK
 MN0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0122_SP_SET: CONCRETE POST
 MN0122_STAMPING: D 345 1956
 MN0122_MARK LOGO: CGS   
 MN0122_PROJECTION: PROJECTING 6 CENTIMETERS
 MN0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0122+STABILITY: SURFACE MOTION
 MN0122
 MN0122  HISTORY     - Date     Condition        Report By
 MN0122  HISTORY     - 1956     MONUMENTED       CGS
 MN0122  HISTORY     - 1985     GOOD             NGS
 MN0122
 MN0122                          STATION DESCRIPTION
 MN0122
 MN0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0122'9.9 MI NE FROM ANGORA.
 MN0122'9.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0122'RAILROAD FROM THE STATION AT ANGORA, 3 POLES NORTHEAST OF MILEPOST
 MN0122'12, 102 FEET NORTHWEST OF THE NORTHWEST RAIL, 107 FEET SOUTHEAST
 MN0122'OF THE CENTER LINE OF STATE HIGHWAY 19, 23.6 FEET SOUTHWEST
 MN0122'OF A TELEPHONE POLE, 2.4 FEET SOUTHWEST OF A WITNESS POST,
 MN0122'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MN0122'THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP 23
 MN0122'NORTH, RANGE 49 WEST.
 MN0122
 MN0122                          STATION RECOVERY (1985)
 MN0122
 MN0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0122'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM (0.10
 MN0122'MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT ANGORA, THENCE
 MN0122'15.77 KM (9.8 MI) NORTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD,
 MN0122'31.1 METERS (102 FT) NORTHWEST OF THE NORTHWEST RAIL, 62.8 METERS (206
 MN0122'FT) SOUTHEAST OF THE CENTER OF US HIGHWAY 385, 32.6 METERS (107 FT)
 MN0122'SOUTHEAST OF THE CENTER OF OLD STATE HIGHWAY 19, 23.1 METERS (76 FT)
 MN0122'WEST-SOUTHWEST OF THE THIRD POWER POLE NORTHEAST OF MILEPOLE 12 AND
 MN0122'0.6 METER (2.1 FT) SOUTHWEST OF A WOODEN WITNESS POST.
 MN0122'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 MN0122'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1703 ***********************************************************************
 MK1703  DESIGNATION -  D 346
 MK1703  PID         -  MK1703
 MK1703  STATE/COUNTY-  NE/PLATTE
 MK1703  USGS QUAD   -  TARNOV (1985)
 MK1703
 MK1703                         *CURRENT SURVEY CONTROL
 MK1703  ___________________________________________________________________
 MK1703* NAD 83(1986)-  41 32 26.     (N)    097 33 22.     (W)     SCALED    
 MK1703* NAVD 88     -       477.948  (meters)    1568.07   (feet)  ADJUSTED  
 MK1703  ___________________________________________________________________
 MK1703  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 MK1703  DYNAMIC HT  -         477.737 (meters)    1567.38  (feet)  COMP
 MK1703  MODELED GRAV-     980,165.7   (mgal)                       NAVD 88
 MK1703
 MK1703  VERT ORDER  -  SECOND    CLASS 0
 MK1703
 MK1703.The horizontal coordinates were scaled from a topographic map and have
 MK1703.an estimated accuracy of +/- 6 seconds.
 MK1703
 MK1703.The orthometric height was determined by differential leveling
 MK1703.and adjusted by the National Geodetic Survey in June 1991..
 MK1703
 MK1703.The geoid height was determined by GEOID03.
 MK1703
 MK1703.The dynamic height is computed by dividing the NAVD 88
 MK1703.geopotential number by the normal gravity value computed on the
 MK1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1703.degrees latitude (g = 980.6199 gals.).
 MK1703
 MK1703.The modeled gravity was interpolated from observed gravity values.
 MK1703
 MK1703;                    North         East    Units  Estimated Accuracy
 MK1703;SPC NE       -   192,430.      703,830.      MT  (+/- 180 meters Scaled)
 MK1703
 MK1703                          SUPERSEDED SURVEY CONTROL
 MK1703
 MK1703  NGVD 29 (??/??/92)  477.756  (m)         1567.44   (f) ADJ UNCH    2 0
 MK1703
 MK1703.Superseded values are not recommended for survey control.
 MK1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1703.See file dsdata.txt to determine how the superseded data were derived.
 MK1703
 MK1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL204997(NAD 83)
 MK1703_MARKER: DB = BENCH MARK DISK
 MK1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1703_STAMPING: D 346 1957
 MK1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1703+STABILITY: SURFACE MOTION
 MK1703
 MK1703  HISTORY     - Date     Condition        Report By
 MK1703  HISTORY     - 1957     MONUMENTED       CGS
 MK1703
 MK1703                          STATION DESCRIPTION
 MK1703
 MK1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1703'3.8 MI W FROM PLATTE CENTER.
 MK1703'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1703'STATION AT PLATTE CENTER, THENCE 3.6 MILES WEST ALONG A ROAD,
 MK1703'IN SECTION 9, T. 18 N., R. 2 W., 46 FEET NORTH OF THE CENTER
 MK1703'LINE OF THE ROAD, 34 FEET EAST OF THE CENTER LINE OF A ROAD NORTH,
 MK1703'58 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 124 FEET
 MK1703'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARM HOUSE, 24 FEET
 MK1703'SOUTH OF A POWER POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 MK1703'POST, 2 FEET BELOW THE LEVEL OF THE ROAD AND IN THE TOP OF A
 MK1703'CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0201 ***********************************************************************
 NO0201  DESIGNATION -  D 347
 NO0201  PID         -  NO0201
 NO0201  STATE/COUNTY-  NE/CHERRY
 NO0201  USGS QUAD   -  NENZEL (1985)
 NO0201
 NO0201                         *CURRENT SURVEY CONTROL
 NO0201  ___________________________________________________________________
 NO0201* NAD 83(1986)-  42 55 43.     (N)    101 06 34.     (W)     SCALED    
 NO0201* NAVD 88     -       948.774  (meters)    3112.77   (feet)  ADJUSTED  
 NO0201  ___________________________________________________________________
 NO0201  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 NO0201  DYNAMIC HT  -         948.371 (meters)    3111.45  (feet)  COMP
 NO0201  MODELED GRAV-     980,163.1   (mgal)                       NAVD 88
 NO0201
 NO0201  VERT ORDER  -  FIRST     CLASS II
 NO0201
 NO0201.The horizontal coordinates were scaled from a topographic map and have
 NO0201.an estimated accuracy of +/- 6 seconds.
 NO0201
 NO0201.The orthometric height was determined by differential leveling
 NO0201.and adjusted by the National Geodetic Survey in June 1991..
 NO0201
 NO0201.The geoid height was determined by GEOID03.
 NO0201
 NO0201.The dynamic height is computed by dividing the NAVD 88
 NO0201.geopotential number by the normal gravity value computed on the
 NO0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0201.degrees latitude (g = 980.6199 gals.).
 NO0201
 NO0201.The modeled gravity was interpolated from observed gravity values.
 NO0201
 NO0201;                    North         East    Units  Estimated Accuracy
 NO0201;SPC NE       -   344,270.      409,440.      MT  (+/- 180 meters Scaled)
 NO0201
 NO0201                          SUPERSEDED SURVEY CONTROL
 NO0201
 NO0201  NGVD 29 (??/??/92)  948.410  (m)         3111.58   (f) ADJ UNCH    1 2
 NO0201
 NO0201.Superseded values are not recommended for survey control.
 NO0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0201.See file dsdata.txt to determine how the superseded data were derived.
 NO0201
 NO0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN278550(NAD 83)
 NO0201_MARKER: DB = BENCH MARK DISK
 NO0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0201_STAMPING: D 347 1957
 NO0201_MARK LOGO: CGS   
 NO0201_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0201+STABILITY: SURFACE MOTION
 NO0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0201+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1999
 NO0201
 NO0201  HISTORY     - Date     Condition        Report By
 NO0201  HISTORY     - 1957     MONUMENTED       CGS
 NO0201  HISTORY     - 19990809 GOOD             NEDR
 NO0201
 NO0201                          STATION DESCRIPTION
 NO0201
 NO0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0201'7.3 MI E FROM CODY.
 NO0201'ABOUT 7.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0201'FROM THE STATION AT CODY, 8.25 MILES WEST OF THE STATION AT KILGORE,
 NO0201'0.3 MILE WEST OF THE ROAD CROSSING AT NENZEL, IN SECTION 17,
 NO0201'T. 34 N., R. 32 W., 217 FEET NORTHWEST AND ACROSS THE TRACK
 NO0201'FROM MILEPOST 300, 94 FEET NORTH OF THE NORTH RAIL, 143 FEET
 NO0201'NORTHEAST OF THE CENTER OF THE CROSSING OF THE TRACK AND A RANCH
 NO0201'ROAD NORTHWEST, 2 FEET SOUTH OF A FENCE LINE, 2 1/2 FEET EAST OF A
 NO0201'WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE TRACK AND IN
 NO0201'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 NO0201
 NO0201                          STATION RECOVERY (1999)
 NO0201
 NO0201'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 NO0201'0.3 MI (0.5 KM) WEST ALONG U.S.  HIGHWAY 20 FROM THE JUNCTION WITH
 NO0201'STATE ROAD S16F SPUR, AT NENZEL, TO THE MARK, AT HIHGHWAY REFERENCE
 NO0201'POST 166+70, NEAR THE NORTH RIGHT-OF-WAY FENCE AND IN SEC17, T34N,
 NO0201'R32W.  IT IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 232 FT
 NO0201'(70.7 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 248.9 FT (75.9 M)
 NO0201'EAST OF A FENCELINE LEADING NORTH, 219.0 FT (66.8 M) NORTHWEST OF
 NO0201'RAILROAD MILEPOST 300, 1.60 FT (0.49 M) SOUTH OF AN EAST-WEST
 NO0201'FENCELINE, AND 1.10 FT (0.34 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0215 ***********************************************************************
 NP0215  DESIGNATION -  D 348
 NP0215  PID         -  NP0215
 NP0215  STATE/COUNTY-  NE/DAWES
 NP0215  USGS QUAD   -  HAY SPRINGS CREEK (1966)
 NP0215
 NP0215                         *CURRENT SURVEY CONTROL
 NP0215  ___________________________________________________________________
 NP0215* NAD 83(1986)-  42 44 39.     (N)    102 46 56.     (W)     SCALED    
 NP0215* NAVD 88     -      1155.548  (meters)    3791.16   (feet)  ADJUSTED  
 NP0215  ___________________________________________________________________
 NP0215  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 NP0215  DYNAMIC HT  -        1154.957 (meters)    3789.22  (feet)  COMP
 NP0215  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 NP0215
 NP0215  VERT ORDER  -  FIRST     CLASS II
 NP0215
 NP0215.The horizontal coordinates were scaled from a topographic map and have
 NP0215.an estimated accuracy of +/- 6 seconds.
 NP0215
 NP0215.The orthometric height was determined by differential leveling
 NP0215.and adjusted by the National Geodetic Survey in June 1991..
 NP0215
 NP0215.The geoid height was determined by GEOID03.
 NP0215
 NP0215.The dynamic height is computed by dividing the NAVD 88
 NP0215.geopotential number by the normal gravity value computed on the
 NP0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0215.degrees latitude (g = 980.6199 gals.).
 NP0215
 NP0215.The modeled gravity was interpolated from observed gravity values.
 NP0215
 NP0215;                    North         East    Units  Estimated Accuracy
 NP0215;SPC NE       -   326,870.      272,260.      MT  (+/- 180 meters Scaled)
 NP0215
 NP0215                          SUPERSEDED SURVEY CONTROL
 NP0215
 NP0215  NGVD 29 (??/??/92) 1154.998  (m)         3789.36   (f) ADJ UNCH    1 2
 NP0215
 NP0215.Superseded values are not recommended for survey control.
 NP0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0215.See file dsdata.txt to determine how the superseded data were derived.
 NP0215
 NP0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH815347(NAD 83)
 NP0215_MARKER: DB = BENCH MARK DISK
 NP0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0215_SP_SET: CULVERT
 NP0215_STAMPING: D 348 1957
 NP0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0215
 NP0215  HISTORY     - Date     Condition        Report By
 NP0215  HISTORY     - 1957     MONUMENTED       CGS
 NP0215
 NP0215                          STATION DESCRIPTION
 NP0215
 NP0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0215'6.6 MI NW FROM HAY SPRINGS.
 NP0215'ABOUT 6.55 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0215'RAILWAY FROM THE STATION AT HAY SPRINGS, IN SECTION 13 OR 24
 NP0215'T. 32 N., R. 47 W., 27 FEET NORTH OF THE FIFTH POLE NORTHWEST OF
 NP0215'MILEPOST 393, 12 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET
 NP0215'BELOW THE TRACK AND IN THE TOP OF THE SOUTHEAST END OF THE
 NP0215'SOUTHWEST STONE HEADWALL OF A 24-INCH PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0251 ***********************************************************************
 NP0251  DESIGNATION -  D 349
 NP0251  PID         -  NP0251
 NP0251  STATE/COUNTY-  NE/DAWES
 NP0251  USGS QUAD   -  CHADRON WEST (1980)
 NP0251
 NP0251                         *CURRENT SURVEY CONTROL
 NP0251  ___________________________________________________________________
 NP0251* NAD 83(1986)-  42 49 44.     (N)    103 05 47.     (W)     SCALED    
 NP0251* NAVD 88     -      1008.699  (meters)    3309.37   (feet)  ADJUSTED  
 NP0251  ___________________________________________________________________
 NP0251  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 NP0251  DYNAMIC HT  -        1008.197 (meters)    3307.73  (feet)  COMP
 NP0251  MODELED GRAV-     980,089.3   (mgal)                       NAVD 88
 NP0251
 NP0251  VERT ORDER  -  FIRST     CLASS II
 NP0251
 NP0251.This mark is at Chadron Municipal Airport (CDR)
 NP0251
 NP0251.The horizontal coordinates were scaled from a topographic map and have
 NP0251.an estimated accuracy of +/- 6 seconds.
 NP0251
 NP0251.The orthometric height was determined by differential leveling
 NP0251.and adjusted by the National Geodetic Survey in June 1991..
 NP0251
 NP0251.The geoid height was determined by GEOID03.
 NP0251
 NP0251.The dynamic height is computed by dividing the NAVD 88
 NP0251.geopotential number by the normal gravity value computed on the
 NP0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0251.degrees latitude (g = 980.6199 gals.).
 NP0251
 NP0251.The modeled gravity was interpolated from observed gravity values.
 NP0251
 NP0251;                    North         East    Units  Estimated Accuracy
 NP0251;SPC NE       -   337,150.      246,890.      MT  (+/- 180 meters Scaled)
 NP0251
 NP0251                          SUPERSEDED SURVEY CONTROL
 NP0251
 NP0251  NGVD 29 (??/??/92) 1008.151  (m)         3307.58   (f) ADJ UNCH    1 2
 NP0251
 NP0251.Superseded values are not recommended for survey control.
 NP0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0251.See file dsdata.txt to determine how the superseded data were derived.
 NP0251
 NP0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH555435(NAD 83)
 NP0251_MARKER: DB = BENCH MARK DISK
 NP0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0251_STAMPING: D 349 1957
 NP0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0251+STABILITY: SURFACE MOTION
 NP0251
 NP0251  HISTORY     - Date     Condition        Report By
 NP0251  HISTORY     - 1957     MONUMENTED       CGS
 NP0251  HISTORY     - 1969     GOOD             NGS
 NP0251  HISTORY     - 1980     GOOD             NGS
 NP0251
 NP0251                          STATION DESCRIPTION
 NP0251
 NP0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0251'4.9 MI W FROM CHADRON.
 NP0251'ABOUT 4.9 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 NP0251'AT CHADRON, IN SECTION 16, T. 33 N., R. 49 W., AT CHADRON
 NP0251'AIRPORT, 0.2 MILE EAST OF THE ENTRANCE, 126 FEET NORTH OF THE
 NP0251'CENTER LINE OF THE HIGHWAY, UNDER THE AIRWAY BEACON TOWER AND
 NP0251'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 NP0251
 NP0251                          STATION RECOVERY (1969)
 NP0251
 NP0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NP0251'RECOVERED IN GOOD CONDITION.
 NP0251
 NP0251                          STATION RECOVERY (1980)
 NP0251
 NP0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NP0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0055 ***********************************************************************
 NP0055  DESIGNATION -  D 35
 NP0055  PID         -  NP0055
 NP0055  STATE/COUNTY-  NE/SHERIDAN
 NP0055  USGS QUAD   -  GORDON NW (1969)
 NP0055
 NP0055                         *CURRENT SURVEY CONTROL
 NP0055  ___________________________________________________________________
 NP0055* NAD 83(1986)-  42 54 08.     (N)    102 13 15.     (W)     SCALED    
 NP0055* NAVD 88     -      1145.329  (meters)    3757.63   (feet)  ADJUSTED  
 NP0055  ___________________________________________________________________
 NP0055  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 NP0055  DYNAMIC HT  -        1144.790 (meters)    3755.87  (feet)  COMP
 NP0055  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 NP0055
 NP0055  VERT ORDER  -  SECOND    CLASS 0
 NP0055
 NP0055.The horizontal coordinates were scaled from a topographic map and have
 NP0055.an estimated accuracy of +/- 6 seconds.
 NP0055
 NP0055.The orthometric height was determined by differential leveling
 NP0055.and adjusted by the National Geodetic Survey in June 1991..
 NP0055
 NP0055.The geoid height was determined by GEOID03.
 NP0055
 NP0055.The dynamic height is computed by dividing the NAVD 88
 NP0055.geopotential number by the normal gravity value computed on the
 NP0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0055.degrees latitude (g = 980.6199 gals.).
 NP0055
 NP0055.The modeled gravity was interpolated from observed gravity values.
 NP0055
 NP0055;                    North         East    Units  Estimated Accuracy
 NP0055;SPC NE       -   343,090.      318,650.      MT  (+/- 180 meters Scaled)
 NP0055
 NP0055                          SUPERSEDED SURVEY CONTROL
 NP0055
 NP0055  NGVD 29 (??/??/92) 1144.820  (m)         3755.96   (f) ADJ UNCH    2 0
 NP0055
 NP0055.Superseded values are not recommended for survey control.
 NP0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0055.See file dsdata.txt to determine how the superseded data were derived.
 NP0055
 NP0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH268537(NAD 83)
 NP0055_MARKER: DB = BENCH MARK DISK
 NP0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0055_STAMPING: D 35 1934
 NP0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0055+STABILITY: SURFACE MOTION
 NP0055
 NP0055  HISTORY     - Date     Condition        Report By
 NP0055  HISTORY     - 1934     MONUMENTED       CGS
 NP0055  HISTORY     - 1969     GOOD             USGS
 NP0055
 NP0055                          STATION DESCRIPTION
 NP0055
 NP0055'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NP0055'8 MI NW FROM GORDON.
 NP0055'GORDON, 7 MILES NORTH AND 1 MILE WEST ALONG STATE HIGHWAY 27
 NP0055'FROM CHICAGO AND NORTHWESTERN RR DEPOT.  NEAR SECTIONS CORNERS
 NP0055'7, 12, 13, 18, T-34, R. 42 W.  435 FEET NORTHEAST OF FENCE
 NP0055'CORNER, 310 FEET EAST OF N-S FENCE.  315 FEET NORTH OF E-W FENCE.
 NP0055'SET IN CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 NP0055'1 FOOT SW OF A WITNESS MARK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0321 ***********************************************************************
 NO0321  CBN         -  This is a Cooperative Base Network Control Station.
 NO0321  DESIGNATION -  D 350
 NO0321  PID         -  NO0321
 NO0321  STATE/COUNTY-  NE/CHERRY
 NO0321  USGS QUAD   -  TRUMBULL LAKE (1990)
 NO0321
 NO0321                         *CURRENT SURVEY CONTROL
 NO0321  ___________________________________________________________________
 NO0321* NAD 83(1995)-  42 54 48.61210(N)    101 47 26.12919(W)     ADJUSTED  
 NO0321* NAVD 88     -      1015.098  (meters)    3330.37   (feet)  ADJUSTED  
 NO0321  ___________________________________________________________________
 NO0321  X           -    -956,132.061 (meters)                     COMP
 NO0321  Y           -  -4,580,503.453 (meters)                     COMP
 NO0321  Z           -   4,321,147.277 (meters)                     COMP
 NO0321  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 NO0321  ELLIP HEIGHT-         995.89  (meters)          (09/24/01) GPS OBS
 NO0321  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 NO0321  DYNAMIC HT  -        1014.644 (meters)    3328.88  (feet)  COMP
 NO0321  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 NO0321
 NO0321  HORZ ORDER  -  B
 NO0321  VERT ORDER  -  FIRST     CLASS II
 NO0321  ELLP ORDER  -  FOURTH    CLASS I
 NO0321
 NO0321.The horizontal coordinates were established by GPS observations
 NO0321.and adjusted by the National Geodetic Survey in June 1996..
 NO0321
 NO0321.The orthometric height was determined by differential leveling
 NO0321.and adjusted by the National Geodetic Survey in June 1991..
 NO0321
 NO0321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0321
 NO0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0321
 NO0321.The ellipsoidal height was determined by GPS observations
 NO0321.and is referenced to NAD 83.
 NO0321
 NO0321.The geoid height was determined by GEOID03.
 NO0321
 NO0321.The dynamic height is computed by dividing the NAVD 88
 NO0321.geopotential number by the normal gravity value computed on the
 NO0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0321.degrees latitude (g = 980.6199 gals.).
 NO0321
 NO0321.The modeled gravity was interpolated from observed gravity values.
 NO0321
 NO0321;                    North         East     Units Scale Factor Converg.
 NO0321;SPC NE       -   343,526.287   353,804.888   MT  0.99996147   -1 11 11.8
 NO0321;UTM  14      - 4,754,988.081   272,217.999   MT  1.00023835   -1 54 03.3
 NO0321
 NO0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0321!SPC NE       -   0.99984384  x   0.99996147  =   0.99980532
 NO0321!UTM  14      -   0.99984384  x   1.00023835  =   1.00008216
 NO0321
 NO0321                          SUPERSEDED SURVEY CONTROL
 NO0321
 NO0321  ELLIP H (06/25/96)  995.95   (m)                       GP(       ) 1 1
 NO0321  ELLIP H (01/07/93)  996.21   (m)                       GP(       ) 4 2
 NO0321  NAD 83(1986)-  42 54 48.60693(N)    101 47 26.13216(W) AD(       ) 1
 NO0321  NAVD 88 (06/25/96) 1015.10   (m)         3330.4    (f) LEVELING    3  
 NO0321  NGVD 29 (??/??/92) 1014.662  (m)         3328.94   (f) ADJ UNCH    1 2
 NO0321
 NO0321.Superseded values are not recommended for survey control.
 NO0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0321.See file dsdata.txt to determine how the superseded data were derived.
 NO0321
 NO0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7221854988(NAD 83)
 NO0321_MARKER: DB = BENCH MARK DISK
 NO0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0321_SP_SET: CONCRETE POST
 NO0321_STAMPING: D 350 1957
 NO0321_MARK LOGO: CGS   
 NO0321_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NO0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0321+STABILITY: SURFACE MOTION
 NO0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0321+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1995
 NO0321
 NO0321  HISTORY     - Date     Condition        Report By
 NO0321  HISTORY     - 1957     MONUMENTED       CGS
 NO0321  HISTORY     - 19890608 GOOD             NGS
 NO0321  HISTORY     - 19950518 GOOD             NGS
 NO0321
 NO0321                          STATION DESCRIPTION
 NO0321
 NO0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0321'4.8 MI W FROM MERRIMAN.
 NO0321'ABOUT 4.85 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN
 NO0321'RAILWAY FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 38 W.,
 NO0321'SECTION 22., ON THE SOUTHWEST EDGE OF A SLIGHT SANDY KNOLL, IN
 NO0321'LINE WITH A ROW OF TELEPHONE POLES, 96 FEET NORTHEAST OF MILEPOST
 NO0321'337, 42 FEET NORTH WEST OF THE CENTER LINE OF U.S. HIGHWAY 20,
 NO0321'40 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 1/2 FEET NORTHEAST
 NO0321'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 NO0321'POST WHICH PROJECTS 1 FOOT.
 NO0321
 NO0321                          STATION RECOVERY (1989)
 NO0321
 NO0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NO0321'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) WEST-SOUTHWEST OF
 NO0321'MERRIMAN, NEAR THE NORTHEAST END OF A SMALL LAKE, 29 M (95.1 FT)
 NO0321'NORTHEAST OF CHICAGO AND NW RR MILEPOST 337, IN A MEDIAN BETWEEN THE
 NO0321'REMAINS OF OLD U.S. HIGHWAY 20 AND THE CHICAGO AND NW RR TRACK.
 NO0321'OWNERSHIP--CHICAGO AND NW RR.
 NO0321'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NO0321'ROUTE 61 SOUTH IN MERRIMAN, GO WESTERLY ON U.S. HIGHWAY 20 FOR 7.6 KM
 NO0321'(4.70 MI) TO THE PURTA DE FLECHA RANCH ENTRANCE ROAD ON THE LEFT.
 NO0321'CONTINUE WESTERLY ON THE HIGHWAY FOR 0.48 KM (0.30 MI) TO A DIM TRACK
 NO0321'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY FOR ABOUT 50 M
 NO0321'(164.0 FT) TO THE DETERIORATED PAVEMENT OF OLD U.S. HIGHWAY 20.  TURN
 NO0321'RIGHT AND GO NORTHEAST ALONG THE OLD HIGHWAY FOR 0.2 KM (0.10 MI) TO
 NO0321'THE STATION ON THE LEFT.
 NO0321'THE STATION MARK IS SET IN-LINE WITH A ROW OF UTILITY POLES PARALLEL
 NO0321'TO THE RAILROAD TRACK, 16.8 M (55.1 FT) SOUTHWEST OF A UTILITY POLE,
 NO0321'12.6 M (41.3 FT) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE OLD
 NO0321'HIGHWAY, 12.1 M (39.7 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 NO0321'RAILROAD TRACK, 0.5 M (1.6 FT) NORTHEAST OF A 4X4 WOODEN POST, 0.45 M
 NO0321'(1.5 FT) SOUTHWEST OF A WITNESS POST AND PROJECTS 2 CM ABOVE THE
 NO0321'SURFACE.
 NO0321'DESCRIBED BY E.A.RICE.
 NO0321
 NO0321                          STATION RECOVERY (1995)
 NO0321
 NO0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0321'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) WEST OF MERRIMAN, ABOUT 250
 NO0321'FT (76.2 M) EAST OF THE NORTHEAST EDGE OF A SMALL LAKE, ABOUT 250 FT
 NO0321'(76.2 M) NORTH OF U.S. HIGHWAY 20, BETWEEN AN OLD ALIGNMENT OF THE
 NO0321'HIGHWAY AND AN OLD RAILROAD, ON PROPERTY OWNED BY THE NEBRASKA GAMES
 NO0321'AND PARKS COMMISSION AND IN THE NE1/4, SEC21, T34N, R38W.  TO REACH
 NO0321'THE MARK FROM THE JUNCTION OF STATE HIGHWAY 61 AND U.S. HIGHWAY 20 AT
 NO0321'THE POST OFFICE IN MERRIMAN, GO WEST AND SOUTHWEST ON HIGHWAY 20 FOR
 NO0321'4.7 MI (7.6 KM) TO THE ENTRANCE TO THE PORTA DE FLECHA RANCH ON THE
 NO0321'LEFT.  CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.2 MI (0.3 KM) TO THE
 NO0321'MARK ON THE RIGHT.  TO DRIVE TO THE MARK, CONTINUE SOUTHWEST ON THE
 NO0321'HIGHWAY FOR 0.1 MI (0.2 KM), TURN RIGHT ONTO A VERY DIM TRACK AND GO
 NO0321'ABOUT 200 FT (61.0 M) TO THE OLD HIGHWAY ALIGNMENT.  TURN RIGHT AND GO
 NO0321'NORTHEAST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT. THE DISK IS SET
 NO0321'INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2 FT
 NO0321'(6.1 CM) ABOVE THE GROUND.  IT IS 167.7 FT (51.1 M) SOUTHWEST OF A
 NO0321'FENCE CORNER, 96.5 FT (29.4 M) NORTHEAST OF A POLE WITH THE RAILROAD
 NO0321'MILEAGE 337 ATTACHED, 85.5 FT (26.1 M) SOUTHEAST OF THE OLD RAILROAD
 NO0321'RIGHT-OF-WAY FENCE, 42.0 FT (12.8 M) SOUTHEAST OF THE CENTERLINE OF
 NO0321'THE OLD TRACK, 41.0 FT (12.5 M) NORTHWEST OF THE CENTERLINE OF THE OLD
 NO0321'HIGHWAY ALIGNMENT, 1.5 FT (0.5 M) SOUTHWEST OF A FIBERGLASS WITNESS
 NO0321'POST, 2.2 FT (0.7 M) SOUTHEAST OF A PLASTIC WITNESS POST, AND 1.4 FT
 NO0321'(0.4 M) NORTHEAST OF A WOODEN WITNESS POST.  REBAR WAS DRIVEN ALONG
 NO0321'THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0011 ***********************************************************************
 NP0011  DESIGNATION -  D 351
 NP0011  PID         -  NP0011
 NP0011  STATE/COUNTY-  NE/SHERIDAN
 NP0011  USGS QUAD   -  GORDON (1969)
 NP0011
 NP0011                         *CURRENT SURVEY CONTROL
 NP0011  ___________________________________________________________________
 NP0011* NAD 83(1986)-  42 49 17.     (N)    102 08 33.     (W)     SCALED    
 NP0011* NAVD 88     -      1089.862  (meters)    3575.66   (feet)  ADJUSTED  
 NP0011  ___________________________________________________________________
 NP0011  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 NP0011  DYNAMIC HT  -        1089.346 (meters)    3573.96  (feet)  COMP
 NP0011  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 NP0011
 NP0011  VERT ORDER  -  FIRST     CLASS II
 NP0011
 NP0011.The horizontal coordinates were scaled from a topographic map and have
 NP0011.an estimated accuracy of +/- 6 seconds.
 NP0011
 NP0011.The orthometric height was determined by differential leveling
 NP0011.and adjusted by the National Geodetic Survey in June 1991..
 NP0011
 NP0011.The geoid height was determined by GEOID03.
 NP0011
 NP0011.The dynamic height is computed by dividing the NAVD 88
 NP0011.geopotential number by the normal gravity value computed on the
 NP0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0011.degrees latitude (g = 980.6199 gals.).
 NP0011
 NP0011.The modeled gravity was interpolated from observed gravity values.
 NP0011
 NP0011;                    North         East    Units  Estimated Accuracy
 NP0011;SPC NE       -   333,950.      324,830.      MT  (+/- 180 meters Scaled)
 NP0011
 NP0011                          SUPERSEDED SURVEY CONTROL
 NP0011
 NP0011  NGVD 29 (??/??/92) 1089.380  (m)         3574.07   (f) ADJ UNCH    1 2
 NP0011
 NP0011.Superseded values are not recommended for survey control.
 NP0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0011.See file dsdata.txt to determine how the superseded data were derived.
 NP0011
 NP0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH335449(NAD 83)
 NP0011_MARKER: DB = BENCH MARK DISK
 NP0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0011_STAMPING: D 351 1957
 NP0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0011+STABILITY: SURFACE MOTION
 NP0011
 NP0011  HISTORY     - Date     Condition        Report By
 NP0011  HISTORY     - 1957     MONUMENTED       CGS
 NP0011
 NP0011                          STATION DESCRIPTION
 NP0011
 NP0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0011'3.1 MI E FROM GORDON.
 NP0011'ABOUT 3.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0011'FROM THE STATION AT GORDON, IN T. 33 N., R. 41 W., AND IN THE
 NP0011'WEST SIDE OF SECTION 22., 126 FEET SOUTH OF THE CENTER LINE OF A
 NP0011'ROAD CROSSING, 92 FEET SOUTHWEST OF THE CENTER LINE OF A TRACK
 NP0011'ROAD, 95 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 59 FEET EAST OF
 NP0011'A TELEPHONE POLE, ABOUT 50 FEET EAST OF THE TOP OF A GRASSY MOUND
 NP0011'OF DIRT, 2 FEET NORTH WEST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST
 NP0011'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 NP0011'WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0050 ***********************************************************************
 NP0050  DESIGNATION -  D 352
 NP0050  PID         -  NP0050
 NP0050  STATE/COUNTY-  NE/SHERIDAN
 NP0050  USGS QUAD   -  RUSHVILLE (1966)
 NP0050
 NP0050                         *CURRENT SURVEY CONTROL
 NP0050  ___________________________________________________________________
 NP0050* NAD 83(1995)-  42 42 59.47564(N)    102 29 18.18456(W)     ADJUSTED  
 NP0050* NAVD 88     -      1135.343  (meters)    3724.87   (feet)  ADJUSTED  
 NP0050  ___________________________________________________________________
 NP0050  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 NP0050  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 NP0050  DYNAMIC HT  -        1134.769 (meters)    3722.99  (feet)  COMP
 NP0050  MODELED GRAV-     980,076.3   (mgal)                       NAVD 88
 NP0050
 NP0050  HORZ ORDER  -  SECOND
 NP0050  VERT ORDER  -  FIRST     CLASS II
 NP0050
 NP0050.The horizontal coordinates were established by classical geodetic methods
 NP0050.and adjusted by the National Geodetic Survey in August 1997..
 NP0050
 NP0050.The orthometric height was determined by differential leveling
 NP0050.and adjusted by the National Geodetic Survey in June 1991..
 NP0050
 NP0050.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0050
 NP0050.The geoid height was determined by GEOID03.
 NP0050
 NP0050.The dynamic height is computed by dividing the NAVD 88
 NP0050.geopotential number by the normal gravity value computed on the
 NP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0050.degrees latitude (g = 980.6199 gals.).
 NP0050
 NP0050.The modeled gravity was interpolated from observed gravity values.
 NP0050
 NP0050;                    North         East     Units Scale Factor Converg.
 NP0050;SPC NE       -   323,064.259   296,216.534   MT  0.99988238   -1 38 56.6
 NP0050;UTM  13      - 4,732,394.630   705,661.586   MT  1.00012040   +1 42 15.9
 NP0050
 NP0050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0050!SPC NE       -   0.99982482  x   0.99988238  =   0.99970722
 NP0050!UTM  13      -   0.99982482  x   1.00012040  =   0.99994520
 NP0050
 NP0050                          SUPERSEDED SURVEY CONTROL
 NP0050
 NP0050  NAD 83(1995)-  42 42 59.47167(N)    102 29 18.18661(W) AD(       ) 2
 NP0050  NAD 83(1986)-  42 42 59.46690(N)    102 29 18.18305(W) AD(       ) 2
 NP0050  NAD 27      -  42 42 59.52318(N)    102 29 16.54920(W) AD(       ) 2
 NP0050  NGVD 29 (??/??/92) 1134.817  (m)         3723.15   (f) ADJ UNCH    1 2
 NP0050
 NP0050.Superseded values are not recommended for survey control.
 NP0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0050.See file dsdata.txt to determine how the superseded data were derived.
 NP0050
 NP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0566232395(NAD 83)
 NP0050_MARKER: DB = BENCH MARK DISK
 NP0050_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0050_SP_SET: 20 FEET
 NP0050_STAMPING: D 352 1957
 NP0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0050
 NP0050  HISTORY     - Date     Condition        Report By
 NP0050  HISTORY     - 1957     MONUMENTED       CGS
 NP0050  HISTORY     - 1968     GOOD             USGS
 NP0050
 NP0050                          STATION DESCRIPTION
 NP0050
 NP0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0050'1.2 MI SW FROM RUSHVILLE.
 NP0050'ABOUT 1.2 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0050'RAILWAY FROM THE STATION AT RUSHVILLE, IN T. 32 N., R. 44 W., AND
 NP0050'ON THE SECTION LINE OF SECTIONS 29 AND 32., 0.2 MILE WEST OF A
 NP0050'TRESTLE OVER RUSH CREEK, IN LINE WITH A ROW OF TELEPHONE POLES,
 NP0050'59 FEET NORTH OF U.S. HIGHWAY 20, 38 1/2 FEET SOUTH OF THE SOUTH
 NP0050'RAIL, 14 1/2 FEET WEST OF THE FIRST POLE EAST OF MILEPOST 376,
 NP0050'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2
 NP0050'FEET BELOW THE TOP OF THE RAILS, A DISK ON THE TOP OF A
 NP0050'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 20
 NP0050'FEET.  ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 8 INCHES.
 NP0050
 NP0050                          STATION RECOVERY (1968)
 NP0050
 NP0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NP0050'LOCATED ABOUT 1.2 MILES SW ALONG THE CHICAGO AND NORTHWESTERN
 NP0050'RAILWAY FROM THE STATION AT RUSHVILLE, IN T32N, R44W, AND
 NP0050'ON SECTION LINE OF SECS 29 AND 32, 0.2 MILE W OF A TRESTLE OVER
 NP0050'RUSH CREEK, IN LINE WITH A ROW OF TELEPHONE POLES, 59 FEET N OF
 NP0050'U.S. HWY 20, 38-1/2 FEET S OF THE SOUTH RAIL, 14-1/2 FEET
 NP0050'W OF THE FIRST POLE EAST OF MILE POST 376, 1-1/2 FEET N OF A
 NP0050'WHITE WOODEN WITNESS POST, ABOUT 2-1/2 FEET BELOW THE TOP
 NP0050'OF RAILS.  THE MARK IS A DISK STAMPED D 352 1957, ON THE TOP
 NP0050'OF 5/8-INCH COPPER-COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 NP0050'20 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 6
 NP0050'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0304 ***********************************************************************
 NO0304  DESIGNATION -  D 353
 NO0304  PID         -  NO0304
 NO0304  STATE/COUNTY-  NE/CHERRY
 NO0304  USGS QUAD   -  MERRIMAN NE (1990)
 NO0304
 NO0304                         *CURRENT SURVEY CONTROL
 NO0304  ___________________________________________________________________
 NO0304* NAD 83(1986)-  42 56 23.     (N)    101 33 46.     (W)     SCALED    
 NO0304* NAVD 88     -       970.795  (meters)    3185.02   (feet)  ADJUSTED  
 NO0304  ___________________________________________________________________
 NO0304  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 NO0304  DYNAMIC HT  -         970.381 (meters)    3183.66  (feet)  COMP
 NO0304  MODELED GRAV-     980,161.0   (mgal)                       NAVD 88
 NO0304
 NO0304  VERT ORDER  -  FIRST     CLASS II
 NO0304
 NO0304.The horizontal coordinates were scaled from a topographic map and have
 NO0304.an estimated accuracy of +/- 6 seconds.
 NO0304
 NO0304.The orthometric height was determined by differential leveling
 NO0304.and adjusted by the National Geodetic Survey in June 1991..
 NO0304
 NO0304.The geoid height was determined by GEOID03.
 NO0304
 NO0304.The dynamic height is computed by dividing the NAVD 88
 NO0304.geopotential number by the normal gravity value computed on the
 NO0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0304.degrees latitude (g = 980.6199 gals.).
 NO0304
 NO0304.The modeled gravity was interpolated from observed gravity values.
 NO0304
 NO0304;                    North         East    Units  Estimated Accuracy
 NO0304;SPC NE       -   346,080.      372,460.      MT  (+/- 180 meters Scaled)
 NO0304
 NO0304                          SUPERSEDED SURVEY CONTROL
 NO0304
 NO0304  NGVD 29 (??/??/92)  970.398  (m)         3183.71   (f) ADJ UNCH    1 2
 NO0304
 NO0304.Superseded values are not recommended for survey control.
 NO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0304.See file dsdata.txt to determine how the superseded data were derived.
 NO0304
 NO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN909573(NAD 83)
 NO0304_MARKER: DB = BENCH MARK DISK
 NO0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0304_STAMPING: D 353 1957
 NO0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0304+STABILITY: SURFACE MOTION
 NO0304
 NO0304  HISTORY     - Date     Condition        Report By
 NO0304  HISTORY     - 1957     MONUMENTED       CGS
 NO0304
 NO0304                          STATION DESCRIPTION
 NO0304
 NO0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0304'7.3 MI E FROM MERRIMAN.
 NO0304'ABOUT 7.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0304'FROM THE STATION AT MERRIMAN, IN SECTION 9, T. 34 N., R. 36 W.,
 NO0304'93 FEET NORTH OF THE THIRD POLE EAST OF MILEPOST 325, 45 FEET
 NO0304'NORTH OF THE NORTH RAIL, 24 FEET WEST OF THE CENTER LINE OF A
 NO0304'PRIVATE ROAD, 54 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 2
 NO0304'FEET SOUTH OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN
 NO0304'WITNESS POST, ABOUT 1 FOOT ABOVE THE TRACK AND IN THE TOP OF A
 NO0304'CONCRETE POST WHICH PROJECTS 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0485 ***********************************************************************
 NP0485  DESIGNATION -  D 354
 NP0485  PID         -  NP0485
 NP0485  STATE/COUNTY-  NE/SIOUX
 NP0485  USGS QUAD   -  ORELLA (1980)
 NP0485
 NP0485                         *CURRENT SURVEY CONTROL
 NP0485  ___________________________________________________________________
 NP0485* NAD 83(1986)-  42 58 13.     (N)    103 36 57.     (W)     SCALED    
 NP0485* NAVD 88     -      1103.519  (meters)    3620.46   (feet)  ADJUSTED  
 NP0485  ___________________________________________________________________
 NP0485  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 NP0485  DYNAMIC HT  -        1103.001 (meters)    3618.76  (feet)  COMP
 NP0485  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 NP0485
 NP0485  VERT ORDER  -  FIRST     CLASS II
 NP0485
 NP0485.The horizontal coordinates were scaled from a topographic map and have
 NP0485.an estimated accuracy of +/- 6 seconds.
 NP0485
 NP0485.The orthometric height was determined by differential leveling
 NP0485.and adjusted by the National Geodetic Survey in June 1991..
 NP0485.WARNING-Repeat measurements at this control monument indicate possible
 NP0485.vertical movement.
 NP0485
 NP0485.The geoid height was determined by GEOID03.
 NP0485
 NP0485.The dynamic height is computed by dividing the NAVD 88
 NP0485.geopotential number by the normal gravity value computed on the
 NP0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0485.degrees latitude (g = 980.6199 gals.).
 NP0485
 NP0485.The modeled gravity was interpolated from observed gravity values.
 NP0485
 NP0485;                    North         East    Units  Estimated Accuracy
 NP0485;SPC NE       -   354,490.      205,110.      MT  (+/- 180 meters Scaled)
 NP0485
 NP0485                          SUPERSEDED SURVEY CONTROL
 NP0485
 NP0485  NGVD 29 (??/??/92) 1102.982  (m)         3618.70   (f) ADJ UNCH    1 2
 NP0485
 NP0485.Superseded values are not recommended for survey control.
 NP0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0485.See file dsdata.txt to determine how the superseded data were derived.
 NP0485
 NP0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH128584(NAD 83)
 NP0485_MARKER: DB = BENCH MARK DISK
 NP0485_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0485_SP_SET: CULVERT HEADWALL
 NP0485_STAMPING: D 354 1957
 NP0485_MARK LOGO: CGS   
 NP0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0485+STABILITY: SURFACE MOTION
 NP0485
 NP0485  HISTORY     - Date     Condition        Report By
 NP0485  HISTORY     - 1957     MONUMENTED       CGS
 NP0485  HISTORY     - 1985     GOOD             NGS
 NP0485
 NP0485                          STATION DESCRIPTION
 NP0485
 NP0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0485'23.2 MI NW FROM CRAWFORD.
 NP0485'ABOUT 23.15 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0485'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, 2 POLES NORTHWEST
 NP0485'OF MILEPOST 436, 5 RAILS SOUTHEAST OF A SECTION CAR SET OFF, 13
 NP0485'FEET NORTHEAST OF THE NORTHEAST RAIL, 4 FEET LOWER THAN THE RAIL,
 NP0485'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF
 NP0485'A 5 X 8-FOOT CONCRETE CULVERT.
 NP0485
 NP0485                          STATION RECOVERY (1985)
 NP0485
 NP0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0485'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0485'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0485'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0485'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0485'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0485'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD, THENCE 31.8
 NP0485'KM (19.7 MI) NORTH ALONG THE EAST SIDE OF THE TRACKS, TWO POLES
 NP0485'NORTHWEST OF MILEPOLE 436, IN TOP OF THE NORTHWEST END OF THE
 NP0485'NORTHEAST HEADWALL OF A 5 BY 8 FOOT CULVERT UNDER THE TRACKS, 4.0
 NP0485'METERS (13 FT) NORTHEAST OF THE NORTHEAST RAIL.
 NP0485'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0535 ***********************************************************************
 NN0535  DESIGNATION -  D 36
 NN0535  PID         -  NN0535
 NN0535  STATE/COUNTY-  NE/KEYA PAHA
 NN0535  USGS QUAD   -  SPRINGVIEW SE (1964)
 NN0535
 NN0535                         *CURRENT SURVEY CONTROL
 NN0535  ___________________________________________________________________
 NN0535* NAD 83(1986)-  42 46 09.     (N)    099 36 17.     (W)     SCALED    
 NN0535* NAVD 88     -       720.263  (meters)    2363.06   (feet)  ADJUSTED  
 NN0535  ___________________________________________________________________
 NN0535  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 NN0535  DYNAMIC HT  -         719.981 (meters)    2362.14  (feet)  COMP
 NN0535  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 NN0535
 NN0535  VERT ORDER  -  SECOND    CLASS 0
 NN0535
 NN0535.The horizontal coordinates were scaled from a topographic map and have
 NN0535.an estimated accuracy of +/- 6 seconds.
 NN0535
 NN0535.The orthometric height was determined by differential leveling
 NN0535.and adjusted by the National Geodetic Survey in June 1991..
 NN0535
 NN0535.The geoid height was determined by GEOID03.
 NN0535
 NN0535.The dynamic height is computed by dividing the NAVD 88
 NN0535.geopotential number by the normal gravity value computed on the
 NN0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0535.degrees latitude (g = 980.6199 gals.).
 NN0535
 NN0535.The modeled gravity was interpolated from observed gravity values.
 NN0535
 NN0535;                    North         East    Units  Estimated Accuracy
 NN0535;SPC NE       -   326,050.      532,350.      MT  (+/- 180 meters Scaled)
 NN0535
 NN0535                          SUPERSEDED SURVEY CONTROL
 NN0535
 NN0535  NGVD 29 (??/??/92)  720.006  (m)         2362.22   (f) ADJ UNCH    2 0
 NN0535
 NN0535.Superseded values are not recommended for survey control.
 NN0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0535.See file dsdata.txt to determine how the superseded data were derived.
 NN0535
 NN0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN505353(NAD 83)
 NN0535_MARKER: DB = BENCH MARK DISK
 NN0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0535_STAMPING: D-36--1934
 NN0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0535+STABILITY: SURFACE MOTION
 NN0535
 NN0535  HISTORY     - Date     Condition        Report By
 NN0535  HISTORY     - 1934     MONUMENTED       CGS
 NN0535
 NN0535                          STATION DESCRIPTION
 NN0535
 NN0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0535'10.9 MI S FROM SPRINGVIEW.
 NN0535'D-36 IS LOCATED 10.9 MILES SOUTH OF THE COUNTY COURT HOUSE
 NN0535'AT SPRINGVIEW, 62 YDS. SOUTH OF THE CORNER OF A WIRE FENCE,
 NN0535'57 FT. EAST OF CENTERLINE OF HIGHWAY, 1 FT. WEST OF R/W FENCE
 NN0535'LINE.  STANDARD TABLET, SET IN TOP OF CONCRETE POST 7 IN HIGH.
 NN0535'STAMPED D 36 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0264 ***********************************************************************
 MN0264  DESIGNATION -  D 361
 MN0264  PID         -  MN0264
 MN0264  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0264  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0264
 MN0264                         *CURRENT SURVEY CONTROL
 MN0264  ___________________________________________________________________
 MN0264* NAD 83(1986)-  41 52 26.     (N)    103 38 12.     (W)     SCALED    
 MN0264* NAVD 88     -      1193.142  (meters)    3914.50   (feet)  ADJUSTED  
 MN0264  ___________________________________________________________________
 MN0264  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 MN0264  DYNAMIC HT  -        1192.376 (meters)    3911.99  (feet)  COMP
 MN0264  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 MN0264
 MN0264  VERT ORDER  -  SECOND    CLASS 0
 MN0264
 MN0264.The horizontal coordinates were scaled from a topographic map and have
 MN0264.an estimated accuracy of +/- 6 seconds.
 MN0264
 MN0264.The orthometric height was determined by differential leveling
 MN0264.and adjusted by the National Geodetic Survey in June 1991..
 MN0264
 MN0264.The geoid height was determined by GEOID03.
 MN0264
 MN0264.The dynamic height is computed by dividing the NAVD 88
 MN0264.geopotential number by the normal gravity value computed on the
 MN0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0264.degrees latitude (g = 980.6199 gals.).
 MN0264
 MN0264.The modeled gravity was interpolated from observed gravity values.
 MN0264
 MN0264;                    North         East    Units  Estimated Accuracy
 MN0264;SPC NE       -   232,900.      198,290.      MT  (+/- 180 meters Scaled)
 MN0264
 MN0264                          SUPERSEDED SURVEY CONTROL
 MN0264
 MN0264  NGVD 29 (??/??/92) 1192.492  (m)         3912.37   (f) ADJ UNCH    2 0
 MN0264
 MN0264.Superseded values are not recommended for survey control.
 MN0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0264.See file dsdata.txt to determine how the superseded data were derived.
 MN0264
 MN0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG131366(NAD 83)
 MN0264_MARKER: DB = BENCH MARK DISK
 MN0264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0264_SP_SET: CULVERT HEADWALL
 MN0264_STAMPING: D 361 1962
 MN0264_MARK LOGO: CGS   
 MN0264_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0264+STABILITY: SURFACE MOTION
 MN0264
 MN0264  HISTORY     - Date     Condition        Report By
 MN0264  HISTORY     - 1962     MONUMENTED       CGS
 MN0264  HISTORY     - 19950919 GOOD             NEDR
 MN0264
 MN0264                          STATION DESCRIPTION
 MN0264
 MN0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MN0264'1.1 MI E FROM SCOTTSBLUFF.
 MN0264'TO REACH THIS MARK GO 1.1 MILES ON 27TH. STREET AND TRUCK ROUTE
 MN0264'EAST FROM THE SCOTTSBLUFF HIGH SCHOOL IN SCOTTSBLUFF TO THE ROAD
 MN0264'INTERSECTION AND MARK ON LEFT, 30 FEET NORTH OF THE CENTERLINE OF
 MN0264'THE EAST-WEST ROAD, 42 FEET WEST OF THE CENTERLINE OF THE
 MN0264'NORTH-SOUTH ROAD, 48 FEET NORTHWEST OF THE INTERSECTION, A DRILL
 MN0264'SET IN THE NORTH HEADWALL OF A 2 FOOT CONCRETE CULVERT, 1 FOOT
 MN0264'FROM THE WEST END AND ABOUT .6 FOOT ABOVE THE LEVEL OF THE ROAD.
 MN0264
 MN0264                          STATION RECOVERY (1995)
 MN0264
 MN0264'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1995 (TWR)
 MN0264'RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9631 ***********************************************************************
 AG9631  DESIGNATION -  D 361 RESET
 AG9631  PID         -  AG9631
 AG9631  STATE/COUNTY-  NE/SCOTTS BLUFF
 AG9631  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 AG9631
 AG9631                         *CURRENT SURVEY CONTROL
 AG9631  ___________________________________________________________________
 AG9631* NAD 83(1986)-  41 52 26.     (N)    103 38 12.     (W)     SCALED    
 AG9631* NAVD 88     -      1192.67   (meters)    3913.0    (feet)  RESET     
 AG9631  ___________________________________________________________________
 AG9631  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 AG9631
 AG9631  VERT ORDER  -  THIRD
 AG9631
 AG9631.The horizontal coordinates were scaled from a topographic map and have
 AG9631.an estimated accuracy of +/- 6 seconds.
 AG9631
 AG9631.The orthometric height was computed from unverified reset data.
 AG9631
 AG9631.The geoid height was determined by GEOID03.
 AG9631
 AG9631;                    North         East    Units  Estimated Accuracy
 AG9631;SPC NE       -   232,900.      198,290.      MT  (+/- 180 meters Scaled)
 AG9631
 AG9631                          SUPERSEDED SURVEY CONTROL
 AG9631
 AG9631.No superseded survey control is available for this station.
 AG9631
 AG9631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG131366(NAD 83)
 AG9631_MARKER: DV = VERTICAL CONTROL DISK
 AG9631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9631_STAMPING: D 361 RESET 1995
 AG9631_MARK LOGO: NGS   
 AG9631_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9631+STABILITY: SURFACE MOTION
 AG9631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9631+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AG9631
 AG9631  HISTORY     - Date     Condition        Report By
 AG9631  HISTORY     - 1995     MONUMENTED       NEDR
 AG9631
 AG9631                          STATION DESCRIPTION
 AG9631
 AG9631'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1995 (TWR)
 AG9631'TO REACH FROM THE INTERSECTION OF U.S.  HIGHWAY 26 AND 21ST STREET, IN
 AG9631'SCOTTSBLUFF, GO NORTH ON 21ST STREET FOR 0.65 MI (1.05 KM) TO 27TH
 AG9631'STREET, THEN TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 AG9631'APPROXIMATELY 100 FT (30.5 M) TO THE MARK ON THE RIGHT, ON ROAD
 AG9631'RIGHT-OF-WAY AND IN THE NW1/4, SEC25, T22N, R54W.  THE DISK IS SET
 AG9631'INTO THE TOP OF A ROUND CONCRETE POST THAT IS 34.67 M (113.75 FT)
 AG9631'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF 21ST STREET AND 27TH
 AG9631'STREET, 30.35 M (99.57 FT) SOUTHEAST OF A NAIL IN A LIGHT POLE, 21.869
 AG9631'M (71.749 FT) EAST-SOUTHEAST OF A NAIL IN THE SOUTH SIDE OF A POWER
 AG9631'POLE, 10.83 M (35.53 FT) SOUTH OF THE CENTERLINE OF 27TH STREET, 4.694
 AG9631'M (15.400 FT) WEST-SOUTHWEST OF A NAIL IN THE NORTH SIDE OF A POWER
 AG9631'POLE AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  A MAGNET WAS PLACED
 AG9631'INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0526 ***********************************************************************
 LG0526  DESIGNATION -  D 363
 LG0526  PID         -  LG0526
 LG0526  STATE/COUNTY-  NE/SEWARD
 LG0526  USGS QUAD   -  STAPLEHURST (1964)
 LG0526
 LG0526                         *CURRENT SURVEY CONTROL
 LG0526  ___________________________________________________________________
 LG0526* NAD 83(1986)-  40 55 45.     (N)    097 10 39.     (W)     SCALED    
 LG0526* NAVD 88     -       446.127  (meters)    1463.67   (feet)  ADJUSTED  
 LG0526  ___________________________________________________________________
 LG0526  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 LG0526  DYNAMIC HT  -         445.896 (meters)    1462.91  (feet)  COMP
 LG0526  MODELED GRAV-     980,092.8   (mgal)                       NAVD 88
 LG0526
 LG0526  VERT ORDER  -  SECOND    CLASS 0
 LG0526
 LG0526.The horizontal coordinates were scaled from a topographic map and have
 LG0526.an estimated accuracy of +/- 6 seconds.
 LG0526
 LG0526.The orthometric height was determined by differential leveling
 LG0526.and adjusted by the National Geodetic Survey in June 1991..
 LG0526
 LG0526.The geoid height was determined by GEOID03.
 LG0526
 LG0526.The dynamic height is computed by dividing the NAVD 88
 LG0526.geopotential number by the normal gravity value computed on the
 LG0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0526.degrees latitude (g = 980.6199 gals.).
 LG0526
 LG0526.The modeled gravity was interpolated from observed gravity values.
 LG0526
 LG0526;                    North         East    Units  Estimated Accuracy
 LG0526;SPC NE       -   125,550.      737,610.      MT  (+/- 180 meters Scaled)
 LG0526
 LG0526                          SUPERSEDED SURVEY CONTROL
 LG0526
 LG0526  NGVD 29 (??/??/92)  445.951  (m)         1463.09   (f) ADJ UNCH    2 0
 LG0526
 LG0526.Superseded values are not recommended for survey control.
 LG0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0526.See file dsdata.txt to determine how the superseded data were derived.
 LG0526
 LG0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL534324(NAD 83)
 LG0526_MARKER: DB = BENCH MARK DISK
 LG0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0526_STAMPING: D 363 1961
 LG0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0526+STABILITY: SURFACE MOTION
 LG0526
 LG0526  HISTORY     - Date     Condition        Report By
 LG0526  HISTORY     - 1961     MONUMENTED       CGS
 LG0526
 LG0526                          STATION DESCRIPTION
 LG0526
 LG0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0526'6.1 MI NW FROM SEWARD.
 LG0526'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0526'FROM THE RAILROAD STATION AT SEWARD, THENCE 4.35 MILES WEST
 LG0526'ALONG U.S. HIGHWAY 34 AND STATE HIGHWAY 2, THENCE 1.9 MILES
 LG0526'NORTH ALONG A PAVED ROAD LEADING INTO MISSILE SITE 551-8, 115
 LG0526'FEET SOUTHEAST OF CENTER LINE OF ROADS CROSSING, 105 FEET WEST
 LG0526'OF CENTER LINE OF PAVED ROAD LEADING INTO MISSILE SITE, 95.5
 LG0526'FEET WEST OF CENTER OF A CONCRETE CULVERT, 46 FEET SOUTH OF A
 LG0526'PAVED ROAD LEADING INTO SITE, 3 FEET EAST OF A TELEPHONE POLE,
 LG0526'3 FEET LOWER THAN ROAD, 2.3 FEET WEST OF A METAL WITNESS POST
 LG0526'WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 LG0526'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0064 ***********************************************************************
 LG0064  DESIGNATION -  D 364 RESET
 LG0064  PID         -  LG0064
 LG0064  STATE/COUNTY-  NE/CASS
 LG0064  USGS QUAD   -  ELMWOOD (1966)
 LG0064
 LG0064                         *CURRENT SURVEY CONTROL
 LG0064  ___________________________________________________________________
 LG0064* NAD 83(1986)-  40 48 46.     (N)    096 15 22.     (W)     SCALED    
 LG0064* NAVD 88     -       399.89   (meters)    1312.0    (feet)  RESET     
 LG0064  ___________________________________________________________________
 LG0064  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 LG0064
 LG0064  VERT ORDER  -  THIRD
 LG0064
 LG0064.The horizontal coordinates were scaled from a topographic map and have
 LG0064.an estimated accuracy of +/- 6 seconds.
 LG0064
 LG0064.The orthometric height was computed from unverified reset data.
 LG0064
 LG0064.The geoid height was determined by GEOID03.
 LG0064
 LG0064;                    North         East    Units  Estimated Accuracy
 LG0064;SPC NE       -   115,580.      815,700.      MT  (+/- 180 meters Scaled)
 LG0064
 LG0064                          SUPERSEDED SURVEY CONTROL
 LG0064
 LG0064  NGVD 29 (??/??/??)  399.79   (m)         1311.6    (f) RESET       3  
 LG0064
 LG0064.Superseded values are not recommended for survey control.
 LG0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0064.See file dsdata.txt to determine how the superseded data were derived.
 LG0064
 LG0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL314215(NAD 83)
 LG0064_MARKER: DB = BENCH MARK DISK
 LG0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0064_STAMPING: D 364 RESET 1964
 LG0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0064+STABILITY: SURFACE MOTION
 LG0064
 LG0064  HISTORY     - Date     Condition        Report By
 LG0064  HISTORY     - 1964     MONUMENTED       CGS
 LG0064  HISTORY     - 1966     GOOD             NGS
 LG0064
 LG0064                          STATION DESCRIPTION
 LG0064
 LG0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LG0064'9 MI E FROM EAGLE.
 LG0064'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT EAGLE,
 LG0064'THENCE 8.85 MILES EAST ALONG U.S. HIGHWAY 34, ABOUT 200 FEET
 LG0064'NORTHWEST OF A CROSSROADS, 83 FEET EAST OF HIGHWAY SURVEY STATION
 LG0064'472+00, 60 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 34,
 LG0064'2 1/2 FEET EAST OF A TELEPHONE POLE, AND 1 1/2 FEET WEST OF A
 LG0064'NEW STEEL WITNESS POST.  THE POST PROJECTS 6 INCHES AND THE
 LG0064'DISK IS STAMPED D 364 RESET 1964.
 LG0064
 LG0064                          STATION RECOVERY (1966)
 LG0064
 LG0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LG0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0093 ***********************************************************************
 LG0093  DESIGNATION -  D 365
 LG0093  PID         -  LG0093
 LG0093  STATE/COUNTY-  NE/OTOE
 LG0093  USGS QUAD   -  WEEPING WATER (1966)
 LG0093
 LG0093                         *CURRENT SURVEY CONTROL
 LG0093  ___________________________________________________________________
 LG0093* NAD 83(1986)-  40 45 18.     (N)    096 07 36.     (W)     SCALED    
 LG0093* NAVD 88     -       366.583  (meters)    1202.70   (feet)  ADJUSTED  
 LG0093  ___________________________________________________________________
 LG0093  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 LG0093  DYNAMIC HT  -         366.410 (meters)    1202.13  (feet)  COMP
 LG0093  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 LG0093
 LG0093  VERT ORDER  -  SECOND    CLASS 0
 LG0093
 LG0093.The horizontal coordinates were scaled from a topographic map and have
 LG0093.an estimated accuracy of +/- 6 seconds.
 LG0093
 LG0093.The orthometric height was determined by differential leveling
 LG0093.and adjusted by the National Geodetic Survey in June 1991..
 LG0093
 LG0093.The geoid height was determined by GEOID03.
 LG0093
 LG0093.The dynamic height is computed by dividing the NAVD 88
 LG0093.geopotential number by the normal gravity value computed on the
 LG0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0093.degrees latitude (g = 980.6199 gals.).
 LG0093
 LG0093.The modeled gravity was interpolated from observed gravity values.
 LG0093
 LG0093;                    North         East    Units  Estimated Accuracy
 LG0093;SPC NE       -   109,660.      826,890.      MT  (+/- 180 meters Scaled)
 LG0093
 LG0093                          SUPERSEDED SURVEY CONTROL
 LG0093
 LG0093  NGVD 29 (??/??/92)  366.483  (m)         1202.37   (f) ADJ UNCH    2 0
 LG0093
 LG0093.Superseded values are not recommended for survey control.
 LG0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0093.See file dsdata.txt to determine how the superseded data were derived.
 LG0093
 LG0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL425155(NAD 83)
 LG0093_MARKER: DB = BENCH MARK DISK
 LG0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0093_STAMPING: D 365 1961
 LG0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0093+STABILITY: SURFACE MOTION
 LG0093
 LG0093  HISTORY     - Date     Condition        Report By
 LG0093  HISTORY     - 1961     MONUMENTED       CGS
 LG0093  HISTORY     - 1984     GOOD             NGS
 LG0093
 LG0093                          STATION DESCRIPTION
 LG0093
 LG0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0093'2.9 MI S FROM AVOCA.
 LG0093'2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0093'RAILROAD STATION AT AVOCA, 0.05 MILE NORTH ALONG A GRAVEL STREET
 LG0093'FROM THE POST OFFICE AT OTOE TO THE MISSOURI PACIFIC RAILROAD,
 LG0093'THENCE 2.1 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD,
 LG0093'0.15 MILE SOUTHWEST OF MILE POST NO 446-10, 78 FEET SOUTHWEST
 LG0093'OF THE CENTER OF RAILROAD CROSSING, 54 FEET SOUTH OF THE CENTER
 LG0093'OF A GRAVEL ROAD, 47 FEET WEST OF THE WEST RAIL, 39.6 FEET
 LG0093'SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES, 22 FEET SOUTH
 LG0093'OF A FENCE CORNER, 4 FEET LOWER THAN THE RAILROAD, 2.6 FEET
 LG0093'EAST OF A FENCE, 1.7 FEET EAST OF A METAL WITNESS POST WITH
 LG0093'SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 LG0093
 LG0093                          STATION RECOVERY (1984)
 LG0093
 LG0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0093'ABOUT 0.24 KM (0.15 MI) WEST FROM THE POST OFFICE IN AVOCA, THENCE
 LG0093'4.83 KM (3.0 MI) LEFT AND SOUTH ALONG A GRAVELED ROAD, THENCE 0.40 KM
 LG0093'(0.25 MI) RIGHT AND WEST ALONG A GRAVELED ROAD, TO THE MARK ON THE
 LG0093'LEFT, ABOUT 100 YDS NORTH OF AN OLD ABANDONED CONCRETE CULVERT, 29.57
 LG0093'M (97.0 FT) WEST OF A NORTH/SOUTH FENCE, 16.5 M (54.0 FT) SOUTH FROM
 LG0093'THE CENTERLINE OF THE ROAD, 8.07 M (26.5 FT) SOUTHEAST FROM A
 LG0093'POWERLINE POLE, 5.98 M (19.8 FT) SOUTH FROM AN EAST/WEST FENCE, IN A
 LG0093'PASTURE. OR 0.08 KM (0.05 MI) NORTH FROM THE POST OFFICE IN OTOE,
 LG0093'THENCE 0.08 KM (0.05 MI) LEFT AND WEST, THENCE 3.54 KM (2.2 MI) RIGHT
 LG0093'AND NORTH, THENCE 0.40 KM (0.25 MI) LEFT AND WEST TO THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0013 ***********************************************************************
 NN0013  DESIGNATION -  D 37
 NN0013  PID         -  NN0013
 NN0013  STATE/COUNTY-  NE/BOYD
 NN0013  USGS QUAD   -  MONOWI (1950)
 NN0013
 NN0013                         *CURRENT SURVEY CONTROL
 NN0013  ___________________________________________________________________
 NN0013* NAD 83(1986)-  42 49 51.     (N)    098 20 57.     (W)     SCALED    
 NN0013* NAVD 88     -       407.649  (meters)    1337.43   (feet)  ADJUSTED  
 NN0013  ___________________________________________________________________
 NN0013  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 NN0013  DYNAMIC HT  -         407.510 (meters)    1336.97  (feet)  COMP
 NN0013  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 NN0013
 NN0013  VERT ORDER  -  SECOND    CLASS 0
 NN0013
 NN0013.The horizontal coordinates were scaled from a topographic map and have
 NN0013.an estimated accuracy of +/- 6 seconds.
 NN0013
 NN0013.The orthometric height was determined by differential leveling
 NN0013.and adjusted by the National Geodetic Survey in June 1991..
 NN0013.WARNING-Repeat measurements at this control monument indicate possible
 NN0013.vertical movement.
 NN0013
 NN0013.The geoid height was determined by GEOID03.
 NN0013
 NN0013.The dynamic height is computed by dividing the NAVD 88
 NN0013.geopotential number by the normal gravity value computed on the
 NN0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0013.degrees latitude (g = 980.6199 gals.).
 NN0013
 NN0013.The modeled gravity was interpolated from observed gravity values.
 NN0013
 NN0013;                    North         East    Units  Estimated Accuracy
 NN0013;SPC NE       -   334,120.      634,960.      MT  (+/- 180 meters Scaled)
 NN0013
 NN0013                          SUPERSEDED SURVEY CONTROL
 NN0013
 NN0013  NGVD 29 (??/??/92)  407.389  (m)         1336.58   (f) ADJ UNCH    2 0
 NN0013
 NN0013.Superseded values are not recommended for survey control.
 NN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0013.See file dsdata.txt to determine how the superseded data were derived.
 NN0013
 NN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN531422(NAD 83)
 NN0013_MARKER: DB = BENCH MARK DISK
 NN0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0013_STAMPING: D-37 1934
 NN0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0013+STABILITY: SURFACE MOTION
 NN0013
 NN0013  HISTORY     - Date     Condition        Report By
 NN0013  HISTORY     - 1934     MONUMENTED       CGS
 NN0013  HISTORY     - 1946     GOOD             NGS
 NN0013
 NN0013                          STATION DESCRIPTION
 NN0013
 NN0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0013'1 MI W FROM MONOWI.
 NN0013'LOCATED 1 MILE WEST OF THE STATION AT MONOWI, 5 TELEGRAPH POLES
 NN0013'WEST OF M.P. 82, 44 FEET WEST OF CENTERLINE OF ROAD CROSSING
 NN0013'TRACK, 43.1 FEET SOUTH OF SOUTH RAIL, 5.6 FEET NORTHWEST OF
 NN0013'CORNER FENCE POST, 4 FEET NORTH OF FENCE.  STANDARD TABLET SET
 NN0013'IN TOP OF CONCRETE POST 4 INCHES HIGH.
 NN0013
 NN0013                          STATION RECOVERY (1946)
 NN0013
 NN0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 NN0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1299 ***********************************************************************
 NM1299  DESIGNATION -  D 38
 NM1299  PID         -  NM1299
 NM1299  STATE/COUNTY-  NE/ANTELOPE
 NM1299  USGS QUAD   -  CREIGHTON (1974)
 NM1299
 NM1299                         *CURRENT SURVEY CONTROL
 NM1299  ___________________________________________________________________
 NM1299* NAD 83(1986)-  42 25 34.     (N)    097 52 38.     (W)     SCALED    
 NM1299* NAVD 88     -       498.740  (meters)    1636.28   (feet)  ADJUSTED  
 NM1299  ___________________________________________________________________
 NM1299  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 NM1299  DYNAMIC HT  -         498.556 (meters)    1635.68  (feet)  COMP
 NM1299  MODELED GRAV-     980,236.8   (mgal)                       NAVD 88
 NM1299
 NM1299  VERT ORDER  -  SECOND    CLASS 0
 NM1299
 NM1299.The horizontal coordinates were scaled from a topographic map and have
 NM1299.an estimated accuracy of +/- 6 seconds.
 NM1299
 NM1299.The orthometric height was determined by differential leveling
 NM1299.and adjusted by the National Geodetic Survey in June 1991..
 NM1299
 NM1299.The geoid height was determined by GEOID03.
 NM1299
 NM1299.The dynamic height is computed by dividing the NAVD 88
 NM1299.geopotential number by the normal gravity value computed on the
 NM1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1299.degrees latitude (g = 980.6199 gals.).
 NM1299
 NM1299.The modeled gravity was interpolated from observed gravity values.
 NM1299
 NM1299;                    North         East    Units  Estimated Accuracy
 NM1299;SPC NE       -   290,020.      674,640.      MT  (+/- 180 meters Scaled)
 NM1299
 NM1299                          SUPERSEDED SURVEY CONTROL
 NM1299
 NM1299  NGVD 29 (??/??/92)  498.543  (m)         1635.64   (f) ADJ UNCH    2 0
 NM1299
 NM1299.Superseded values are not recommended for survey control.
 NM1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1299.See file dsdata.txt to determine how the superseded data were derived.
 NM1299
 NM1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM923976(NAD 83)
 NM1299_MARKER: DB = BENCH MARK DISK
 NM1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1299_STAMPING: D-38--1934
 NM1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1299+STABILITY: SURFACE MOTION
 NM1299
 NM1299  HISTORY     - Date     Condition        Report By
 NM1299  HISTORY     - 1934     MONUMENTED       CGS
 NM1299
 NM1299                          STATION DESCRIPTION
 NM1299
 NM1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1299'2.9 MI SE FROM CREIGHTON.
 NM1299'LOCATED 2.9 MILES SOUTHEAST OF STATION AT CREIGHTON, 44.8 FEET
 NM1299'NORTHEAST OF NORTHEAST RAIL, 33 FEET NORTH OF CENTERLINE OF
 NM1299'ROAD CROSSING THE TRACK, 4.9 FEET NORTHWEST OF CORNER OF FENCE
 NM1299'POST.  STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES
 NM1299'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1435 ***********************************************************************
 NM1435  DESIGNATION -  D 39
 NM1435  PID         -  NM1435
 NM1435  STATE/COUNTY-  NE/KNOX
 NM1435  USGS QUAD   -  BLOOMFIELD SE (1968)
 NM1435
 NM1435                         *CURRENT SURVEY CONTROL
 NM1435  ___________________________________________________________________
 NM1435* NAD 83(1986)-  42 36 44.     (N)    097 31 27.     (W)     SCALED    
 NM1435* NAVD 88     -       540.615  (meters)    1773.67   (feet)  ADJUSTED  
 NM1435  ___________________________________________________________________
 NM1435  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 NM1435  DYNAMIC HT  -         540.418 (meters)    1773.02  (feet)  COMP
 NM1435  MODELED GRAV-     980,239.0   (mgal)                       NAVD 88
 NM1435
 NM1435  VERT ORDER  -  SECOND    CLASS 0
 NM1435
 NM1435.The horizontal coordinates were scaled from a topographic map and have
 NM1435.an estimated accuracy of +/- 6 seconds.
 NM1435
 NM1435.The orthometric height was determined by differential leveling
 NM1435.and adjusted by the National Geodetic Survey in June 1991..
 NM1435
 NM1435.The geoid height was determined by GEOID03.
 NM1435
 NM1435.The dynamic height is computed by dividing the NAVD 88
 NM1435.geopotential number by the normal gravity value computed on the
 NM1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1435.degrees latitude (g = 980.6199 gals.).
 NM1435
 NM1435.The modeled gravity was interpolated from observed gravity values.
 NM1435
 NM1435;                    North         East    Units  Estimated Accuracy
 NM1435;SPC NE       -   311,460.      703,090.      MT  (+/- 180 meters Scaled)
 NM1435
 NM1435                          SUPERSEDED SURVEY CONTROL
 NM1435
 NM1435  NGVD 29 (??/??/92)  540.392  (m)         1772.94   (f) ADJ UNCH    2 0
 NM1435
 NM1435.Superseded values are not recommended for survey control.
 NM1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1435.See file dsdata.txt to determine how the superseded data were derived.
 NM1435
 NM1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN210188(NAD 83)
 NM1435_MARKER: DB = BENCH MARK DISK
 NM1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1435_STAMPING: D-39-1934
 NM1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1435+STABILITY: SURFACE MOTION
 NM1435
 NM1435  HISTORY     - Date     Condition        Report By
 NM1435  HISTORY     - 1934     MONUMENTED       CGS
 NM1435
 NM1435                          STATION DESCRIPTION
 NM1435
 NM1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1435'8.5 MI N FROM WAUSA.
 NM1435'8.5 MILES NORTH OF THE WAUSA HIGH SCHOOL, 45 YARDS SOUTHEAST OF A
 NM1435'PHILLIPS OIL PUMP, 48 FEET EAST OF CENTERLINE OF HIGHWAY, 31 FEET
 NM1435'SOUTH OF CENTERLINE OF STATE HWY. 84, 17.2 FEET EAST OF CORNER
 NM1435'FENCE POST, 13.5 FEET EAST OF SOUTH END OF 24 INCH CORRUGATED
 NM1435'CULVERT.  STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES
 NM1435'HIGH, STAMPED D 39 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0245 ***********************************************************************
 NP0245  DESIGNATION -  D 4
 NP0245  PID         -  NP0245
 NP0245  STATE/COUNTY-  NE/DAWES
 NP0245  USGS QUAD   -  TRUNK BUTTE (1980)
 NP0245
 NP0245                         *CURRENT SURVEY CONTROL
 NP0245  ___________________________________________________________________
 NP0245* NAD 83(1986)-  42 50 06.     (N)    103 07 43.     (W)     SCALED    
 NP0245* NAVD 88     -      1006.174  (meters)    3301.09   (feet)  ADJUSTED  
 NP0245  ___________________________________________________________________
 NP0245  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 NP0245  DYNAMIC HT  -        1005.673 (meters)    3299.45  (feet)  COMP
 NP0245  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 NP0245
 NP0245  VERT ORDER  -  FIRST     CLASS II
 NP0245
 NP0245.The horizontal coordinates were scaled from a topographic map and have
 NP0245.an estimated accuracy of +/- 6 seconds.
 NP0245
 NP0245.The orthometric height was determined by differential leveling
 NP0245.and adjusted by the National Geodetic Survey in June 1991..
 NP0245
 NP0245.The geoid height was determined by GEOID03.
 NP0245
 NP0245.The dynamic height is computed by dividing the NAVD 88
 NP0245.geopotential number by the normal gravity value computed on the
 NP0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0245.degrees latitude (g = 980.6199 gals.).
 NP0245
 NP0245.The modeled gravity was interpolated from observed gravity values.
 NP0245
 NP0245;                    North         East    Units  Estimated Accuracy
 NP0245;SPC NE       -   337,920.      244,280.      MT  (+/- 180 meters Scaled)
 NP0245
 NP0245                          SUPERSEDED SURVEY CONTROL
 NP0245
 NP0245  NGVD 29 (??/??/92) 1005.625  (m)         3299.29   (f) ADJ UNCH    1 2
 NP0245
 NP0245.Superseded values are not recommended for survey control.
 NP0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0245.See file dsdata.txt to determine how the superseded data were derived.
 NP0245
 NP0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH529441(NAD 83)
 NP0245_MARKER: Z = SEE DESCRIPTION
 NP0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0245_SP_SET: STONE POST
 NP0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0245+STABILITY: SURFACE MOTION
 NP0245
 NP0245  HISTORY     - Date     Condition        Report By
 NP0245  HISTORY     - UNK      MONUMENTED       CGS
 NP0245  HISTORY     - 1957     GOOD             NGS
 NP0245
 NP0245                          STATION DESCRIPTION
 NP0245
 NP0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0245'7.9 MI W FROM CHADRON.
 NP0245'ABOUT 7.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0245'FROM THE STATION AT CHADRON, 7.7 MILES NORTHEAST OF THE STATION
 NP0245'AT WHITNEY, 16 FEET SOUTHWEST OF THE THIRD POLE SOUTHWEST OF
 NP0245'MILEPOST 414, 8 1/2 RAILS SOUTHWEST OF THE SOUTHWEST END OF
 NP0245'A BRIDGE, 41 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5 FEET
 NP0245'NORTHWEST OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 NP0245'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE RAIL, THE BOTTOM
 NP0245'OF A SQUARE HOLE IN THE TOP OF A STONE POST AND SURROUNDED BY
 NP0245'THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1130 ***********************************************************************
 NM1130  DESIGNATION -  D 40
 NM1130  PID         -  NM1130
 NM1130  STATE/COUNTY-  NE/CEDAR
 NM1130  USGS QUAD   -  HARTINGTON (1968)
 NM1130
 NM1130                         *CURRENT SURVEY CONTROL
 NM1130  ___________________________________________________________________
 NM1130* NAD 83(1986)-  42 36 44.     (N)    097 15 47.     (W)     SCALED    
 NM1130* NAVD 88     -       421.035  (meters)    1381.35   (feet)  ADJUSTED  
 NM1130  ___________________________________________________________________
 NM1130  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NM1130  DYNAMIC HT  -         420.891 (meters)    1380.87  (feet)  COMP
 NM1130  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 NM1130
 NM1130  VERT ORDER  -  SECOND    CLASS 0
 NM1130
 NM1130.The horizontal coordinates were scaled from a topographic map and have
 NM1130.an estimated accuracy of +/- 6 seconds.
 NM1130
 NM1130.The orthometric height was determined by differential leveling
 NM1130.and adjusted by the National Geodetic Survey in June 1991..
 NM1130
 NM1130.The geoid height was determined by GEOID03.
 NM1130
 NM1130.The dynamic height is computed by dividing the NAVD 88
 NM1130.geopotential number by the normal gravity value computed on the
 NM1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1130.degrees latitude (g = 980.6199 gals.).
 NM1130
 NM1130.The modeled gravity was interpolated from observed gravity values.
 NM1130
 NM1130;                    North         East    Units  Estimated Accuracy
 NM1130;SPC NE       -   312,100.      724,500.      MT  (+/- 180 meters Scaled)
 NM1130
 NM1130                          SUPERSEDED SURVEY CONTROL
 NM1130
 NM1130  NGVD 29 (??/??/92)  420.833  (m)         1380.68   (f) ADJ UNCH    2 0
 NM1130
 NM1130.Superseded values are not recommended for survey control.
 NM1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1130.See file dsdata.txt to determine how the superseded data were derived.
 NM1130
 NM1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN424192(NAD 83)
 NM1130_MARKER: DB = BENCH MARK DISK
 NM1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1130_STAMPING: D-40--1934
 NM1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1130+STABILITY: SURFACE MOTION
 NM1130
 NM1130  HISTORY     - Date     Condition        Report By
 NM1130  HISTORY     - 1934     MONUMENTED       CGS
 NM1130  HISTORY     - 1970     MARK NOT FOUND   NGS
 NM1130
 NM1130                          STATION DESCRIPTION
 NM1130
 NM1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1130'1 MI S FROM HARTINGTON.
 NM1130'IS LOCATED 1.0 MILES SOUTH OF STATION ALONG C.ST.P.M. AND O.
 NM1130'RWY. AT HARTINGTON, 35.5 FEET SOUTHEAST OF CENTERLINE OF SECTION
 NM1130'ROAD, 31.7 FEET WEST OF WEST RAIL OF TRACK, 15.5 FEET NORTHEAST
 NM1130'OF CORNR OF FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM1130'POST 2 INCHES HIGH.
 NM1130
 NM1130                          STATION RECOVERY (1970)
 NM1130
 NM1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0546 ***********************************************************************
 NP0546  DESIGNATION -  D 416
 NP0546  PID         -  NP0546
 NP0546  STATE/COUNTY-  NE/DAWES
 NP0546  USGS QUAD   -  CRAWFORD (1980)
 NP0546
 NP0546                         *CURRENT SURVEY CONTROL
 NP0546  ___________________________________________________________________
 NP0546* NAD 83(1986)-  42 41 23.     (N)    103 24 15.     (W)     SCALED    
 NP0546* NAVD 88     -      1139.135  (meters)    3737.31   (feet)  ADJUSTED  
 NP0546  ___________________________________________________________________
 NP0546  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 NP0546  DYNAMIC HT  -        1138.525 (meters)    3735.31  (feet)  COMP
 NP0546  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 NP0546
 NP0546  VERT ORDER  -  FIRST     CLASS II
 NP0546
 NP0546.The horizontal coordinates were scaled from a topographic map and have
 NP0546.an estimated accuracy of +/- 6 seconds.
 NP0546
 NP0546.The orthometric height was determined by differential leveling
 NP0546.and adjusted by the National Geodetic Survey in June 1991..
 NP0546
 NP0546.The geoid height was determined by GEOID03.
 NP0546
 NP0546.The dynamic height is computed by dividing the NAVD 88
 NP0546.geopotential number by the normal gravity value computed on the
 NP0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0546.degrees latitude (g = 980.6199 gals.).
 NP0546
 NP0546.The modeled gravity was interpolated from observed gravity values.
 NP0546
 NP0546;                    North         East    Units  Estimated Accuracy
 NP0546;SPC NE       -   322,650.      221,140.      MT  (+/- 180 meters Scaled)
 NP0546
 NP0546                          SUPERSEDED SURVEY CONTROL
 NP0546
 NP0546.No superseded survey control is available for this station.
 NP0546
 NP0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH307275(NAD 83)
 NP0546_MARKER: F = FLANGE-ENCASED ROD
 NP0546_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0546_SP_SET: STAINLESS STEEL ROD
 NP0546_STAMPING: D 416 1985
 NP0546_MARK LOGO: NGS   
 NP0546_PROJECTION: FLUSH
 NP0546_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0546+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NP0546_ROD/PIPE-DEPTH: 12.1 meters
 NP0546
 NP0546  HISTORY     - Date     Condition        Report By
 NP0546  HISTORY     - 1985     MONUMENTED       NGS
 NP0546  HISTORY     - 19991006 GOOD             NGS
 NP0546
 NP0546                          STATION DESCRIPTION
 NP0546
 NP0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0546'0.3 KM (0.2 MI) NORTH FROM CRAWFORD.
 NP0546'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0546'THE JUNCTION OF MAIN STREET IN CRAWFORD, AT A Y JUNCTION, WHERE STATE
 NP0546'ROUTE 71 TAKES A SHORT JOG WEST THENCE NORTH, 21.2 METERS (69.4 FT)
 NP0546'WEST OF THE HIGHWAY CENTERLINE, 16.2 METERS (53 FT) SOUTH OF THE
 NP0546'CENTERLINE OF STATE ROUTE 71, 7.2 METERS (23.5 FT) SOUTHWEST OF A
 NP0546'STOP SIGN POST, 5.5 METERS (18 FT) WEST OF A FENCE CORNER POST, 0.8
 NP0546'METER (2.5 FT) EAST OF A POWER POLE AND 0.4 METER (1.4 FT) NORTH OF A
 NP0546'CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 NP0546'THROUGH A 5-INCH LOGO CAP.
 NP0546'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NP0546'THE MARK IS 0.6 M ABOVE STATE HIGHWAY 71.
 NP0546
 NP0546                          STATION RECOVERY (1999)
 NP0546
 NP0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0546'0.8 KM (0.50 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NP0546'CRAWFORD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG U.S.  HIGHWAY 20,
 NP0546'21.9 M (71.9 FT) WEST OF THE HIGHWAY CENTERLINE, 16.5 M (54.1 FT)
 NP0546'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 71, 0.7 M (2.3 FT) EAST OF
 NP0546'UTILITY POLE NUMBER 19 M (62.3 FT) 11 000, 0.5 M (1.6 FT) NORTH OF A
 NP0546'RIGHT-OF-WAY POST AND A CHAIN-LINK FENCE, 0.5 M (1.6 FT) BELOW THE
 NP0546'LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
 NP0546'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0571 ***********************************************************************
 NP0571  DESIGNATION -  D 417
 NP0571  PID         -  NP0571
 NP0571  STATE/COUNTY-  NE/BOX BUTTE
 NP0571  USGS QUAD   -  HEMINGFORD (1948)
 NP0571
 NP0571                         *CURRENT SURVEY CONTROL
 NP0571  ___________________________________________________________________
 NP0571* NAD 83(1986)-  42 15 07.     (N)    103 00 34.     (W)     SCALED    
 NP0571* NAVD 88     -      1270.615  (meters)    4168.68   (feet)  ADJUSTED  
 NP0571  ___________________________________________________________________
 NP0571  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 NP0571  DYNAMIC HT  -        1269.873 (meters)    4166.24  (feet)  COMP
 NP0571  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 NP0571
 NP0571  VERT ORDER  -  FIRST     CLASS II
 NP0571
 NP0571.The horizontal coordinates were scaled from a topographic map and have
 NP0571.an estimated accuracy of +/- 6 seconds.
 NP0571
 NP0571.The orthometric height was determined by differential leveling
 NP0571.and adjusted by the National Geodetic Survey in June 1991..
 NP0571
 NP0571.The geoid height was determined by GEOID03.
 NP0571
 NP0571.The dynamic height is computed by dividing the NAVD 88
 NP0571.geopotential number by the normal gravity value computed on the
 NP0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0571.degrees latitude (g = 980.6199 gals.).
 NP0571
 NP0571.The modeled gravity was interpolated from observed gravity values.
 NP0571
 NP0571;                    North         East    Units  Estimated Accuracy
 NP0571;SPC NE       -   272,860.      251,770.      MT  (+/- 180 meters Scaled)
 NP0571
 NP0571                          SUPERSEDED SURVEY CONTROL
 NP0571
 NP0571.No superseded survey control is available for this station.
 NP0571
 NP0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG642796(NAD 83)
 NP0571_MARKER: I = METAL ROD
 NP0571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0571_SP_SET: STAINLESS STEEL ROD
 NP0571_STAMPING: D 417 1985
 NP0571_MARK LOGO: NGS   
 NP0571_PROJECTION: FLUSH
 NP0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0571_ROD/PIPE-DEPTH: 3.2  meters
 NP0571
 NP0571  HISTORY     - Date     Condition        Report By
 NP0571  HISTORY     - 1985     MONUMENTED       NGS
 NP0571
 NP0571                          STATION DESCRIPTION
 NP0571
 NP0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0571'9.2 KM (5.7 MI) SE FROM HEMINGFORD.
 NP0571'9.25 KM (5.75 MI) SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 NP0571'STATE HIGHWAY 87 AT HEMINGFORD, AT MILEPOST 73, 9.14 METERS (30 FT)
 NP0571'SOUTHWEST OF THE HIGHWAY CENTERLINE, 44.82 METERS (147 FT) EAST OF
 NP0571'TELEPHONE JUNCTION BOX 815 LP6 AND 0.73 METER (2.4 FT) SOUTHEAST OF
 NP0571'MILEPOST 73.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 NP0571'CAP.
 NP0571'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 NP0571'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0366 ***********************************************************************
 MN0366  DESIGNATION -  D 418
 MN0366  PID         -  MN0366
 MN0366  STATE/COUNTY-  NE/MORRILL
 MN0366  USGS QUAD   -  DALTON (1972)
 MN0366
 MN0366                         *CURRENT SURVEY CONTROL
 MN0366  ___________________________________________________________________
 MN0366* NAD 83(1986)-  41 27 35.     (N)    102 59 04.     (W)     SCALED    
 MN0366* NAVD 88     -      1285.735  (meters)    4218.28   (feet)  ADJUSTED  
 MN0366  ___________________________________________________________________
 MN0366  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 MN0366  DYNAMIC HT  -        1284.864 (meters)    4215.42  (feet)  COMP
 MN0366  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 MN0366
 MN0366  VERT ORDER  -  FIRST     CLASS II
 MN0366
 MN0366.The horizontal coordinates were scaled from a topographic map and have
 MN0366.an estimated accuracy of +/- 6 seconds.
 MN0366
 MN0366.The orthometric height was determined by differential leveling
 MN0366.and adjusted by the National Geodetic Survey in June 1991..
 MN0366
 MN0366.The geoid height was determined by GEOID03.
 MN0366
 MN0366.The dynamic height is computed by dividing the NAVD 88
 MN0366.geopotential number by the normal gravity value computed on the
 MN0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0366.degrees latitude (g = 980.6199 gals.).
 MN0366
 MN0366.The modeled gravity was interpolated from observed gravity values.
 MN0366
 MN0366;                    North         East    Units  Estimated Accuracy
 MN0366;SPC NE       -   184,870.      250,790.      MT  (+/- 180 meters Scaled)
 MN0366
 MN0366                          SUPERSEDED SURVEY CONTROL
 MN0366
 MN0366.No superseded survey control is available for this station.
 MN0366
 MN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF683917(NAD 83)
 MN0366_MARKER: DB = BENCH MARK DISK
 MN0366_SETTING: 66 = SET IN ROCK OUTCROP
 MN0366_SP_SET: ROCK OUTCROP
 MN0366_STAMPING: D 418 1985
 MN0366_MARK LOGO: NGS   
 MN0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MN0366+STABILITY: POSITION/ELEVATION WELL
 MN0366
 MN0366  HISTORY     - Date     Condition        Report By
 MN0366  HISTORY     - 1985     MONUMENTED       NGS
 MN0366
 MN0366                          STATION DESCRIPTION
 MN0366
 MN0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0366'6.3 KM (3.9 MI) NORTH FROM DALTON.
 MN0366'6.3 KM (3.9 MI) NORTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0366'DALTON, IN TOP OF A 3 BY 4 FOOT PORTION OF OUTCROP AT THE MIDDLE OF A
 MN0366'ROCKY CUT BANK, 29.9 METERS (98.2 FT) WEST OF THE HIGHWAY CENTERLINE,
 MN0366'4.5 METERS (14.6 FT) EAST OF A FENCE AND 10.4 METERS (34 FT) SOUTHEAST
 MN0366'OF A CONCRETE RIGHT OF WAY MARKER.
 MN0366'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST
 MN0366'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0388 ***********************************************************************
 MN0388  DESIGNATION -  D 419
 MN0388  PID         -  MN0388
 MN0388  STATE/COUNTY-  NE/CHEYENNE
 MN0388  USGS QUAD   -  LORENZO (1972)
 MN0388
 MN0388                         *CURRENT SURVEY CONTROL
 MN0388  ___________________________________________________________________
 MN0388* NAD 83(1986)-  41 02 50.     (N)    103 04 06.     (W)     SCALED    
 MN0388* NAVD 88     -      1337.801  (meters)    4389.10   (feet)  ADJUSTED  
 MN0388  ___________________________________________________________________
 MN0388  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 MN0388  DYNAMIC HT  -        1336.841 (meters)    4385.95  (feet)  COMP
 MN0388  MODELED GRAV-     979,859.6   (mgal)                       NAVD 88
 MN0388
 MN0388  VERT ORDER  -  FIRST     CLASS II
 MN0388
 MN0388.The horizontal coordinates were scaled from a topographic map and have
 MN0388.an estimated accuracy of +/- 6 seconds.
 MN0388
 MN0388.The orthometric height was determined by differential leveling
 MN0388.and adjusted by the National Geodetic Survey in June 1991..
 MN0388
 MN0388.The geoid height was determined by GEOID03.
 MN0388
 MN0388.The dynamic height is computed by dividing the NAVD 88
 MN0388.geopotential number by the normal gravity value computed on the
 MN0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0388.degrees latitude (g = 980.6199 gals.).
 MN0388
 MN0388.The modeled gravity was interpolated from observed gravity values.
 MN0388
 MN0388;                    North         East    Units  Estimated Accuracy
 MN0388;SPC NE       -   139,350.      242,160.      MT  (+/- 180 meters Scaled)
 MN0388
 MN0388                          SUPERSEDED SURVEY CONTROL
 MN0388
 MN0388.No superseded survey control is available for this station.
 MN0388
 MN0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF623457(NAD 83)
 MN0388_MARKER: I = METAL ROD
 MN0388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0388_SP_SET: STAINLESS STEEL ROD
 MN0388_STAMPING: D 419 1985
 MN0388_MARK LOGO: NGS   
 MN0388_PROJECTION: FLUSH
 MN0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0388_ROD/PIPE-DEPTH: 17.1 meters
 MN0388
 MN0388  HISTORY     - Date     Condition        Report By
 MN0388  HISTORY     - 1985     MONUMENTED       NGS
 MN0388
 MN0388                          STATION DESCRIPTION
 MN0388
 MN0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0388'16.0 KM (9.95 MI) SW FROM SIDNEY.
 MN0388'0.08 KM (0.05 MI) WEST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0388'SIDNEY, THENCE 3.7 KM (2.3 MI) SOUTH ALONG 10TH AVENUE, THENCE 12.1 KM
 MN0388'(7.5 MI) SOUTHWEST ALONG STATE ROUTE 19, IN THE NORTHWEST CORNER OF
 MN0388'THE INTERSECTION OF A GRAVEL ROAD AT LORENZO, 0.48 KM (0.30 MI)
 MN0388'NORTH-NORTHEAST OF MILEPOST 3, 16.8 METERS (55 FT) WEST-NORTHWEST OF
 MN0388'THE HIGHWAY CENTERLINE, 24.1 METERS (79 FT) SOUTH OF THE CENTER OF A A
 MN0388'GRAVEL ROAD, 18.1 METERS (59.5 FT) EAST-SOUTHEAST OF THE
 MN0388'EAST-SOUTHEAST RAIL AND 0.9 METER (3 FT) SOUTH-SOUTHWEST OF A POWER
 MN0388'POLE WITH ONE TRANSFORMER AND A GUY WIRE.  NOTE--ACCESS TO DATUM POINT
 MN0388'IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0388'THE MARK IS 0.4 METERS  NNE FROM  A WITNESS POST
 MN0388'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0397 ***********************************************************************
 MN0397  DESIGNATION -  D 422
 MN0397  PID         -  MN0397
 MN0397  STATE/COUNTY-  NE/DEUEL
 MN0397  USGS QUAD   -  BARTON (1961)
 MN0397
 MN0397                         *CURRENT SURVEY CONTROL
 MN0397  ___________________________________________________________________
 MN0397* NAD 83(1986)-  41 02 29.     (N)    102 09 48.     (W)     SCALED    
 MN0397* NAVD 88     -      1040.390  (meters)    3413.35   (feet)  ADJUSTED  
 MN0397  ___________________________________________________________________
 MN0397  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 MN0397  DYNAMIC HT  -        1039.714 (meters)    3411.13  (feet)  COMP
 MN0397  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 MN0397
 MN0397  VERT ORDER  -  FIRST     CLASS II
 MN0397
 MN0397.The horizontal coordinates were scaled from a topographic map and have
 MN0397.an estimated accuracy of +/- 6 seconds.
 MN0397
 MN0397.The orthometric height was determined by differential leveling
 MN0397.and adjusted by the National Geodetic Survey in June 1991..
 MN0397
 MN0397.The geoid height was determined by GEOID03.
 MN0397
 MN0397.The dynamic height is computed by dividing the NAVD 88
 MN0397.geopotential number by the normal gravity value computed on the
 MN0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0397.degrees latitude (g = 980.6199 gals.).
 MN0397
 MN0397.The modeled gravity was interpolated from observed gravity values.
 MN0397
 MN0397;                    North         East    Units  Estimated Accuracy
 MN0397;SPC NE       -   136,400.      318,180.      MT  (+/- 180 meters Scaled)
 MN0397
 MN0397                          SUPERSEDED SURVEY CONTROL
 MN0397
 MN0397  NGVD 29 (02/14/92) 1039.927  (m)         3411.83   (f) ADJUSTED    1 2
 MN0397
 MN0397.Superseded values are not recommended for survey control.
 MN0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0397.See file dsdata.txt to determine how the superseded data were derived.
 MN0397
 MN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF384472(NAD 83)
 MN0397_MARKER: I = METAL ROD
 MN0397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0397_SP_SET: STAINLESS STEEL ROD
 MN0397_STAMPING: D 422 1986
 MN0397_MARK LOGO: NGS   
 MN0397_PROJECTION: FLUSH
 MN0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0397_ROD/PIPE-DEPTH: 7.3  meters
 MN0397
 MN0397  HISTORY     - Date     Condition        Report By
 MN0397  HISTORY     - 1986     MONUMENTED       NGS
 MN0397
 MN0397                          STATION DESCRIPTION
 MN0397
 MN0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0397'10.6 KM (6.6 MI) NE FROM JULESBURG CO.
 MN0397'10.6 KM (6.55 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE JUNCTION OF
 MN0397'US HIGHWAY 385 SOUTH IN JULESBURG COLORADO, 0.08 KM (0.05 MI)
 MN0397'NORTHEAST OF A GRAVEL ROAD LEADING NORTH, ALSO 8.1 KM (5.0 MI)
 MN0397'SOUTHWEST OF BIG SPRINGS, 14.5 METERS (47.5 FT) NORTHWEST OF THE
 MN0397'HIGHWAY CENTERLINE, 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT OF WAY
 MN0397'FENCE, 63.1 METERS (207 FT) NORTHEAST OF THE THE ROAD AND 49.8 METERS
 MN0397'(163.5 FT) NORTHEAST OF A CORNER FENCE POST.  NOTE--ACCESS TO DATUM
 MN0397'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0397'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 MN0397'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0953 ***********************************************************************
 LH0953  DESIGNATION -  D 423
 LH0953  PID         -  LH0953
 LH0953  STATE/COUNTY-  NE/FURNAS
 LH0953  USGS QUAD   -  BEAVER CITY SW (1957)
 LH0953
 LH0953                         *CURRENT SURVEY CONTROL
 LH0953  ___________________________________________________________________
 LH0953* NAD 83(1986)-  40 04 13.     (N)    099 53 31.     (W)     SCALED    
 LH0953* NAVD 88     -       703.221  (meters)    2307.15   (feet)  ADJUSTED  
 LH0953  ___________________________________________________________________
 LH0953  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 LH0953  DYNAMIC HT  -         702.772 (meters)    2305.68  (feet)  COMP
 LH0953  MODELED GRAV-     979,962.9   (mgal)                       NAVD 88
 LH0953
 LH0953  VERT ORDER  -  FIRST     CLASS II
 LH0953
 LH0953.The horizontal coordinates were scaled from a topographic map and have
 LH0953.an estimated accuracy of +/- 6 seconds.
 LH0953
 LH0953.The orthometric height was determined by differential leveling
 LH0953.and adjusted by the National Geodetic Survey in June 1991..
 LH0953
 LH0953.The geoid height was determined by GEOID03.
 LH0953
 LH0953.The dynamic height is computed by dividing the NAVD 88
 LH0953.geopotential number by the normal gravity value computed on the
 LH0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0953.degrees latitude (g = 980.6199 gals.).
 LH0953
 LH0953.The modeled gravity was interpolated from observed gravity values.
 LH0953
 LH0953;                    North         East    Units  Estimated Accuracy
 LH0953;SPC NE       -    26,320.      509,220.      MT  (+/- 180 meters Scaled)
 LH0953
 LH0953                          SUPERSEDED SURVEY CONTROL
 LH0953
 LH0953  NGVD 29 (02/14/92)  702.947  (m)         2306.25   (f) ADJUSTED    1 2
 LH0953
 LH0953.Superseded values are not recommended for survey control.
 LH0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0953.See file dsdata.txt to determine how the superseded data were derived.
 LH0953
 LH0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK239359(NAD 83)
 LH0953_MARKER: I = METAL ROD
 LH0953_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0953_SP_SET: STAINLESS STEEL ROD
 LH0953_STAMPING: D 423 1986
 LH0953_MARK LOGO: NGS   
 LH0953_PROJECTION: FLUSH
 LH0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0953_ROD/PIPE-DEPTH: 12.1 meters
 LH0953
 LH0953  HISTORY     - Date     Condition        Report By
 LH0953  HISTORY     - 1986     MONUMENTED       NGS
 LH0953
 LH0953                          STATION DESCRIPTION
 LH0953
 LH0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0953'26.4 KM (16.4 MI) SOUTH FROM ARAPAHOE.
 LH0953'26.4 KM (16.5 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0953'HIGHWAYS 6 NAD 34 AT ARAPAHOE, AT A FENCE T JUNCTION, 0.37 KM (0.23
 LH0953'MI) SOUTH OF THE T JUNCTION OF A DIRT ROAD LEADING WEST, 18.2 METERS
 LH0953'(60 FT) WEST OF THE HIGHWAY CENTERLINE, 41.4 METERS (136 FT) SOUTH OF
 LH0953'THE FIRST POWER POLE WEST OF THE HIGHWAY AT A POWER LINE CROSSING,
 LH0953'23.1 METERS (76 FT) NORTH OF THE EXTENDED CENTER OF A TRACK ROAD
 LH0953'LEADING EAST, 0.6 METER (2 FT) SOUTHEAST OF THE FENCE T JUNCTION AND
 LH0953'0.3 METER (1 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LH0953'THROUGH A 5-INCH LOGO CAP.
 LH0953'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0953'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0320 ***********************************************************************
 MM0320  DESIGNATION -  D 424
 MM0320  PID         -  MM0320
 MM0320  STATE/COUNTY-  NE/KEITH
 MM0320  USGS QUAD   -  PAXTON NORTH (1971)
 MM0320
 MM0320                         *CURRENT SURVEY CONTROL
 MM0320  ___________________________________________________________________
 MM0320* NAD 83(1986)-  41 07 52.     (N)    101 16 16.     (W)     SCALED    
 MM0320* NAVD 88     -       921.578  (meters)    3023.54   (feet)  ADJUSTED  
 MM0320  ___________________________________________________________________
 MM0320  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 MM0320  DYNAMIC HT  -         921.010 (meters)    3021.68  (feet)  COMP
 MM0320  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 MM0320
 MM0320  VERT ORDER  -  FIRST     CLASS II
 MM0320
 MM0320.The horizontal coordinates were scaled from a topographic map and have
 MM0320.an estimated accuracy of +/- 6 seconds.
 MM0320
 MM0320.The orthometric height was determined by differential leveling
 MM0320.and adjusted by the National Geodetic Survey in June 1991..
 MM0320
 MM0320.The geoid height was determined by GEOID03.
 MM0320
 MM0320.The dynamic height is computed by dividing the NAVD 88
 MM0320.geopotential number by the normal gravity value computed on the
 MM0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0320.degrees latitude (g = 980.6199 gals.).
 MM0320
 MM0320.The modeled gravity was interpolated from observed gravity values.
 MM0320
 MM0320;                    North         East    Units  Estimated Accuracy
 MM0320;SPC NE       -   144,870.      393,310.      MT  (+/- 180 meters Scaled)
 MM0320
 MM0320                          SUPERSEDED SURVEY CONTROL
 MM0320
 MM0320  NGVD 29 (02/14/92)  921.168  (m)         3022.20   (f) ADJUSTED    1 2
 MM0320
 MM0320.Superseded values are not recommended for survey control.
 MM0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0320.See file dsdata.txt to determine how the superseded data were derived.
 MM0320
 MM0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL093557(NAD 83)
 MM0320_MARKER: I = METAL ROD
 MM0320_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0320_SP_SET: STAINLESS STEEL ROD
 MM0320_STAMPING: D 424 1986
 MM0320_MARK LOGO: NGS   
 MM0320_PROJECTION: FLUSH
 MM0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0320_ROD/PIPE-DEPTH: 14.6 meters
 MM0320
 MM0320  HISTORY     - Date     Condition        Report By
 MM0320  HISTORY     - 1986     MONUMENTED       NGS
 MM0320
 MM0320                          STATION DESCRIPTION
 MM0320
 MM0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0320'7.1 KM (4.4 MI) EAST FROM PAXTON.
 MM0320'7.16 KM (4.48 MI) EAST ALONG US HIGHWAY 30 FROM THE T JUNCTION OF
 MM0320'STATE HIGHWAY 51 C AT PAXTON, 0.19 KM (0.12 MI) WEST OF MILEPOST 150,
 MM0320'0.08 KM (0.05 MI) WEST OF THE KEITH-LINCOLN COUNTY LINE, 30.1 METERS
 MM0320'(99 FT) SOUTH OF THE HIGHWAY CENTERLINE, 37.1 METERS (122 FT)
 MM0320'SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL OF A SMALL
 MM0320'BRIDGE, 32.4 METERS (106.5 FT) NORTHEAST OF THE NORTH END OF THE EAST
 MM0320'HEADWALL OF A UNION PACIFIC RAILROAD BRIDGE 31117, 11.7 METERS (38.5
 MM0320'FT) NORTH OF THE NORTH RAIL AND 0.6 METER (2 FT) WEST OF A GUYED
 MM0320'TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MM0320'LOGO CAP.
 MM0320'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0320'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0979 ***********************************************************************
 LH0979  DESIGNATION -  D 425
 LH0979  PID         -  LH0979
 LH0979  STATE/COUNTY-  NE/GOSPER
 LH0979  USGS QUAD   -  ELWOOD (1983)
 LH0979
 LH0979                         *CURRENT SURVEY CONTROL
 LH0979  ___________________________________________________________________
 LH0979* NAD 83(1986)-  40 34 48.     (N)    099 51 49.     (W)     SCALED    
 LH0979* NAVD 88     -       820.098  (meters)    2690.60   (feet)  ADJUSTED  
 LH0979  ___________________________________________________________________
 LH0979  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 LH0979  DYNAMIC HT  -         819.574 (meters)    2688.89  (feet)  COMP
 LH0979  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 LH0979
 LH0979  VERT ORDER  -  FIRST     CLASS II
 LH0979
 LH0979.The horizontal coordinates were scaled from a topographic map and have
 LH0979.an estimated accuracy of +/- 6 seconds.
 LH0979
 LH0979.The orthometric height was determined by differential leveling
 LH0979.and adjusted by the National Geodetic Survey in June 1991..
 LH0979
 LH0979.The geoid height was determined by GEOID03.
 LH0979
 LH0979.The dynamic height is computed by dividing the NAVD 88
 LH0979.geopotential number by the normal gravity value computed on the
 LH0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0979.degrees latitude (g = 980.6199 gals.).
 LH0979
 LH0979.The modeled gravity was interpolated from observed gravity values.
 LH0979
 LH0979;                    North         East    Units  Estimated Accuracy
 LH0979;SPC NE       -    82,910.      511,550.      MT  (+/- 180 meters Scaled)
 LH0979
 LH0979                          SUPERSEDED SURVEY CONTROL
 LH0979
 LH0979  NGVD 29 (02/14/92)  819.793  (m)         2689.60   (f) ADJUSTED    1 2
 LH0979
 LH0979.Superseded values are not recommended for survey control.
 LH0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0979.See file dsdata.txt to determine how the superseded data were derived.
 LH0979
 LH0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK269924(NAD 83)
 LH0979_MARKER: I = METAL ROD
 LH0979_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0979_SP_SET: STAINLESS STEEL ROD
 LH0979_STAMPING: D 425 1986
 LH0979_MARK LOGO: NGS   
 LH0979_PROJECTION: FLUSH
 LH0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0979_ROD/PIPE-DEPTH: 15.8 meters
 LH0979
 LH0979  HISTORY     - Date     Condition        Report By
 LH0979  HISTORY     - 1986     MONUMENTED       NGS
 LH0979  HISTORY     - 20060513 POOR             GEOCAC
 LH0979
 LH0979                          STATION DESCRIPTION
 LH0979
 LH0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0979'0.9 KM (0.55 MI) SOUTH FROM ELWOOD.
 LH0979'0.93 KM (0.58 MI) SOUTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0979'COURTHOUSE AT ELWOOD, AT THE T JUNCTION OF A PRIVATE DIRT ROAD LEADING
 LH0979'WEST, 0.75 KM (0.45 MI) NORTH OF MILEPOST 40, 18.3 METERS (60 FT) 2.9
 LH0979'METERS (9.5 FT) NORTH OF THE EXTENDED CENTER OF THE ROAD, 1.2 METERS
 LH0979'(4 FT) SOUTHWEST OF A RIGHT OF WAY POST, 1.2 METERS (4 FT) SOUTHWEST
 LH0979'OF A FENCE CORNER, 7.0 METERS (23 FT) SOUTHWEST OF A PIPE LINE VENT
 LH0979'PIPE AND 0.5 METER (1.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 LH0979'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0979'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0979'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LH0979
 LH0979                          STATION RECOVERY (2006)
 LH0979
 LH0979'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0979'FOUND WITH THE LOGO CAP MISSING AND THE TOP OF THE ROD PROJECTING
 LH0979'ABOUT 1.5 INCHES ABOVE THE RIM OF THE CHAMBER.  HANDHELD COORDINATES
 LH0979'ARE N40-34-47.28 W099-51-49.32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1000 ***********************************************************************
 LH1000  DESIGNATION -  D 426
 LH1000  PID         -  LH1000
 LH1000  STATE/COUNTY-  NE/DAWSON
 LH1000  USGS QUAD   -  COZAD (1971)
 LH1000
 LH1000                         *CURRENT SURVEY CONTROL
 LH1000  ___________________________________________________________________
 LH1000* NAD 83(1986)-  40 49 55.     (N)    099 55 07.     (W)     SCALED    
 LH1000* NAVD 88     -       752.616  (meters)    2469.21   (feet)  ADJUSTED  
 LH1000  ___________________________________________________________________
 LH1000  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 LH1000  DYNAMIC HT  -         752.173 (meters)    2467.75  (feet)  COMP
 LH1000  MODELED GRAV-     980,010.8   (mgal)                       NAVD 88
 LH1000
 LH1000  VERT ORDER  -  FIRST     CLASS II
 LH1000
 LH1000.The horizontal coordinates were scaled from a topographic map and have
 LH1000.an estimated accuracy of +/- 6 seconds.
 LH1000
 LH1000.The orthometric height was determined by differential leveling
 LH1000.and adjusted by the National Geodetic Survey in June 1991..
 LH1000
 LH1000.The geoid height was determined by GEOID03.
 LH1000
 LH1000.The dynamic height is computed by dividing the NAVD 88
 LH1000.geopotential number by the normal gravity value computed on the
 LH1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1000.degrees latitude (g = 980.6199 gals.).
 LH1000
 LH1000.The modeled gravity was interpolated from observed gravity values.
 LH1000
 LH1000;                    North         East    Units  Estimated Accuracy
 LH1000;SPC NE       -   110,880.      506,860.      MT  (+/- 180 meters Scaled)
 LH1000
 LH1000                          SUPERSEDED SURVEY CONTROL
 LH1000
 LH1000  NGVD 29 (02/14/92)  752.321  (m)         2468.24   (f) ADJUSTED    1 2
 LH1000
 LH1000.Superseded values are not recommended for survey control.
 LH1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1000.See file dsdata.txt to determine how the superseded data were derived.
 LH1000
 LH1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML225205(NAD 83)
 LH1000_MARKER: I = METAL ROD
 LH1000_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1000_SP_SET: STAINLESS STEEL ROD
 LH1000_STAMPING: D 426 1986
 LH1000_MARK LOGO: NGS   
 LH1000_PROJECTION: FLUSH
 LH1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1000_ROD/PIPE-DEPTH: 14.6 meters
 LH1000
 LH1000  HISTORY     - Date     Condition        Report By
 LH1000  HISTORY     - 1986     MONUMENTED       NGS
 LH1000
 LH1000                          STATION DESCRIPTION
 LH1000
 LH1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1000'6.2 KM (3.85 MI) SE FROM COZAD.
 LH1000'6.22 KM (3.85 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC
 LH1000'RAILROAD STATION AT COZAD, AT A CROSSROAD, 0.47 KM (0.29 MI) NORTHWEST
 LH1000'OF MILEPOST 228, 21.0 METERS (69 FT) SOUTHWEST OF THE HIGHWAY
 LH1000'CENTERLINE, 19.6 METERS (64.4 FT) NORTHEAST OF THE NORTHEAST RAIL OF
 LH1000'THE NORTHEAST SET OF TRACKS OF THE UNION PACIFIC RAILROAD, 8.7 METERS
 LH1000'(28.5 FT) SOUTHEAST OF THE CENTER OF THE CROSSROAD AND 0.8 METERS (2.6
 LH1000'FT) SOUTHEAST OF A GUYED POWER POLE.  NOTE--ACCESS TO DATUM POINT IS
 LH1000'HAD THROUGH A 5-INCH LOGO CAP.
 LH1000'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LH1000'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2121 ***********************************************************************
 MK2121  DESIGNATION -  D 428
 MK2121  PID         -  MK2121
 MK2121  STATE/COUNTY-  NE/DOUGLAS
 MK2121  USGS QUAD   -  IRVINGTON (1984)
 MK2121
 MK2121                         *CURRENT SURVEY CONTROL
 MK2121  ___________________________________________________________________
 MK2121* NAD 83(1986)-  41 20 06.     (N)    096 02 33.     (W)     SCALED    
 MK2121* NAVD 88     -       363.655  (meters)    1193.09   (feet)  ADJUSTED  
 MK2121  ___________________________________________________________________
 MK2121  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 MK2121  DYNAMIC HT  -         363.491 (meters)    1192.55  (feet)  COMP
 MK2121  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 MK2121
 MK2121  VERT ORDER  -  FIRST     CLASS II
 MK2121
 MK2121.The horizontal coordinates were scaled from a topographic map and have
 MK2121.an estimated accuracy of +/- 6 seconds.
 MK2121
 MK2121.The orthometric height was determined by differential leveling
 MK2121.and adjusted by the National Geodetic Survey in June 1991..
 MK2121
 MK2121.The geoid height was determined by GEOID03.
 MK2121
 MK2121.The dynamic height is computed by dividing the NAVD 88
 MK2121.geopotential number by the normal gravity value computed on the
 MK2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2121.degrees latitude (g = 980.6199 gals.).
 MK2121
 MK2121.The modeled gravity was interpolated from observed gravity values.
 MK2121
 MK2121;                    North         East    Units  Estimated Accuracy
 MK2121;SPC NE       -   174,300.      831,050.      MT  (+/- 180 meters Scaled)
 MK2121
 MK2121                          SUPERSEDED SURVEY CONTROL
 MK2121
 MK2121.No superseded survey control is available for this station.
 MK2121
 MK2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL474801(NAD 83)
 MK2121_MARKER: I = METAL ROD
 MK2121_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2121_SP_SET: STAINLESS STEEL ROD
 MK2121_STAMPING: D 428 1989
 MK2121_MARK LOGO: NGS   
 MK2121_PROJECTION: FLUSH
 MK2121_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2121+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2121_ROD/PIPE-DEPTH: 13.0 meters
 MK2121
 MK2121  HISTORY     - Date     Condition        Report By
 MK2121  HISTORY     - 1989     MONUMENTED       NGS
 MK2121
 MK2121                          STATION DESCRIPTION
 MK2121
 MK2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2121'0.6 KM (0.35 MI) SOUTHERLY ALONG 72ND STREET FROM ITS JUNCTION WITH
 MK2121'INTERSTATE HIGHWAY 680 IN OMAHA, THENCE 1.4 KM (0.85 MI) WEST ALONG
 MK2121'STATE STREET, 7.8 M (25.6 FT) NORTHEAST OF A FIRE HYDRANT, 6.7 M
 MK2121'(22.0 FT) NORTHWEST OF THE CENTERLINE OF THE STREET, 4.3 M (14.1 FT)
 MK2121'SOUTHWEST OF THE CENTER 1 OF 3 BRACE POSTS IN A FENCE LINE, 0.3 M
 MK2121'(1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND 0.2 M (0.7 FT)
 MK2121'BELOW THE LEVEL OF THE STREET.  NOTE--ACCESS TO DATUM POINT IS HAD
 MK2121'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2137 ***********************************************************************
 MK2137  DESIGNATION -  D 429
 MK2137  PID         -  MK2137
 MK2137  STATE/COUNTY-  NE/SARPY
 MK2137  USGS QUAD   -  RALSTON (1984)
 MK2137
 MK2137                         *CURRENT SURVEY CONTROL
 MK2137  ___________________________________________________________________
 MK2137* NAD 83(1986)-  41 11 26.     (N)    096 04 50.     (W)     SCALED    
 MK2137* NAVD 88     -       353.271  (meters)    1159.02   (feet)  ADJUSTED  
 MK2137  ___________________________________________________________________
 MK2137  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 MK2137  DYNAMIC HT  -         353.124 (meters)    1158.54  (feet)  COMP
 MK2137  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 MK2137
 MK2137  VERT ORDER  -  FIRST     CLASS II
 MK2137
 MK2137.The horizontal coordinates were scaled from a topographic map and have
 MK2137.an estimated accuracy of +/- 6 seconds.
 MK2137
 MK2137.The orthometric height was determined by differential leveling
 MK2137.and adjusted by the National Geodetic Survey in June 1991..
 MK2137
 MK2137.The geoid height was determined by GEOID03.
 MK2137
 MK2137.The dynamic height is computed by dividing the NAVD 88
 MK2137.geopotential number by the normal gravity value computed on the
 MK2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2137.degrees latitude (g = 980.6199 gals.).
 MK2137
 MK2137.The modeled gravity was interpolated from observed gravity values.
 MK2137
 MK2137;                    North         East    Units  Estimated Accuracy
 MK2137;SPC NE       -   158,140.      828,590.      MT  (+/- 180 meters Scaled)
 MK2137
 MK2137                          SUPERSEDED SURVEY CONTROL
 MK2137
 MK2137.No superseded survey control is available for this station.
 MK2137
 MK2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL448640(NAD 83)
 MK2137_MARKER: DV = VERTICAL CONTROL DISK
 MK2137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK2137_SP_SET: FOUNDATION
 MK2137_STAMPING: D 429 1989
 MK2137_MARK LOGO: NGS   
 MK2137_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2137+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2137
 MK2137  HISTORY     - Date     Condition        Report By
 MK2137  HISTORY     - 1989     MONUMENTED       NGS
 MK2137
 MK2137                          STATION DESCRIPTION
 MK2137
 MK2137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2137'IN MILLARD, AT THE INTERSECTION OF 108TH AND HARRISON STREETS, SET
 MK2137'VERTICALLY IN THE NORTH FACE OF THE FOUNDATION WALL OF THE MID
 MK2137'AMERICAN DAIRY, 46.8 M (153.5 FT) SOUTH OF THE CENTERLINE OF THE
 MK2137'EASTBOUND LANES OF HARRISON STREET, 43.6 M (143.0 FT) EAST OF THE
 MK2137'CENTERLINE OF THE NORTHBOUND LANES OF 108TH STREET, 10.9 M (35.8 FT)
 MK2137'EAST OF THE NORTHWEST CORNER OF THE BUILDING, 3.5 M (11.5 FT) WEST OF
 MK2137'THE CENTER OF AN UNDERGROUND LOADING RAMP AND ENTRANCE DOOR, AND 1.3
 MK2137'M (4.3 FT) ABOVE THE LEVEL OF A CONCRETE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0518 ***********************************************************************
 NO0518  DESIGNATION -  D 431
 NO0518  PID         -  NO0518
 NO0518  STATE/COUNTY-  NE/CHERRY
 NO0518  USGS QUAD   -  VALENTINE SOUTH (1983)
 NO0518
 NO0518                         *CURRENT SURVEY CONTROL
 NO0518  ___________________________________________________________________
 NO0518* NAD 83(1986)-  42 48 39.     (N)    100 30 25.     (W)     SCALED    
 NO0518* NAVD 88     -       811.545  (meters)    2662.54   (feet)  ADJUSTED  
 NO0518  ___________________________________________________________________
 NO0518  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 NO0518  DYNAMIC HT  -         811.216 (meters)    2661.46  (feet)  COMP
 NO0518  MODELED GRAV-     980,188.7   (mgal)                       NAVD 88
 NO0518
 NO0518  VERT ORDER  -  FIRST     CLASS II
 NO0518
 NO0518.The horizontal coordinates were scaled from a topographic map and have
 NO0518.an estimated accuracy of +/- 6 seconds.
 NO0518
 NO0518.The orthometric height was determined by differential leveling
 NO0518.and adjusted by the National Geodetic Survey in June 1994..
 NO0518
 NO0518.The geoid height was determined by GEOID03.
 NO0518
 NO0518.The dynamic height is computed by dividing the NAVD 88
 NO0518.geopotential number by the normal gravity value computed on the
 NO0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0518.degrees latitude (g = 980.6199 gals.).
 NO0518
 NO0518.The modeled gravity was interpolated from observed gravity values.
 NO0518
 NO0518;                    North         East    Units  Estimated Accuracy
 NO0518;SPC NE       -   330,730.      458,540.      MT  (+/- 180 meters Scaled)
 NO0518
 NO0518                          SUPERSEDED SURVEY CONTROL
 NO0518
 NO0518  NGVD 29 (02/14/92)  811.261  (m)         2661.61   (f) ADJUSTED    1 2
 NO0518
 NO0518.Superseded values are not recommended for survey control.
 NO0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0518.See file dsdata.txt to determine how the superseded data were derived.
 NO0518
 NO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN767409(NAD 83)
 NO0518_MARKER: I = METAL ROD
 NO0518_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0518_SP_SET: STAINLESS STEEL ROD
 NO0518_STAMPING: D 431 1991
 NO0518_MARK LOGO: NGS   
 NO0518_PROJECTION: FLUSH
 NO0518_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0518+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0518_ROD/PIPE-DEPTH: 4.8  meters
 NO0518
 NO0518  HISTORY     - Date     Condition        Report By
 NO0518  HISTORY     - 1991     MONUMENTED       NGS
 NO0518
 NO0518                          STATION DESCRIPTION
 NO0518
 NO0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0518'8.3 KM (5.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0518'OF U.S. HIGHWAY 20 IN VALENTINE, 158.0 M (518.4 FT) WEST OF THE
 NO0518'HIGHWAY CENTERLINE, 7.2 M (23.6 FT) NORTH OF THE CENTER OF A DIRT
 NO0518'ROAD, 5.2 M (17.1 FT) SOUTHWEST OF A UTILITY POLE WITH A TRANSFORMER
 NO0518'AND A GUY CABLE, 0.9 M (3.0 FT) EAST OF A T-FENCE CORNER, 0.3 M (1.0
 NO0518'FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTH OF A
 NO0518'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NO0518'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0549 ***********************************************************************
 NO0549  DESIGNATION -  D 432
 NO0549  PID         -  NO0549
 NO0549  STATE/COUNTY-  NE/CHERRY
 NO0549  USGS QUAD   -  SQUARE LAKE (1987)
 NO0549
 NO0549                         *CURRENT SURVEY CONTROL
 NO0549  ___________________________________________________________________
 NO0549* NAD 83(1986)-  42 27 37.     (N)    100 57 41.     (W)     SCALED    
 NO0549* NAVD 88     -       948.596  (meters)    3112.19   (feet)  ADJUSTED  
 NO0549  ___________________________________________________________________
 NO0549  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 NO0549  DYNAMIC HT  -         948.155 (meters)    3110.74  (feet)  COMP
 NO0549  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 NO0549
 NO0549  VERT ORDER  -  FIRST     CLASS II
 NO0549
 NO0549.The horizontal coordinates were scaled from a topographic map and have
 NO0549.an estimated accuracy of +/- 6 seconds.
 NO0549
 NO0549.The orthometric height was determined by differential leveling
 NO0549.and adjusted by the National Geodetic Survey in June 1994..
 NO0549
 NO0549.The geoid height was determined by GEOID03.
 NO0549
 NO0549.The dynamic height is computed by dividing the NAVD 88
 NO0549.geopotential number by the normal gravity value computed on the
 NO0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0549.degrees latitude (g = 980.6199 gals.).
 NO0549
 NO0549.The modeled gravity was interpolated from observed gravity values.
 NO0549
 NO0549;                    North         East    Units  Estimated Accuracy
 NO0549;SPC NE       -   292,110.      420,940.      MT  (+/- 180 meters Scaled)
 NO0549
 NO0549                          SUPERSEDED SURVEY CONTROL
 NO0549
 NO0549  NGVD 29 (02/14/92)  948.303  (m)         3111.22   (f) ADJUSTED    1 2
 NO0549
 NO0549.Superseded values are not recommended for survey control.
 NO0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0549.See file dsdata.txt to determine how the superseded data were derived.
 NO0549
 NO0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN387027(NAD 83)
 NO0549_MARKER: I = METAL ROD
 NO0549_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0549_SP_SET: STAINLESS STEEL ROD
 NO0549_STAMPING: D 432 1991
 NO0549_MARK LOGO: NGS   
 NO0549_PROJECTION: FLUSH
 NO0549_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0549+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0549_ROD/PIPE-DEPTH: 10.7 meters
 NO0549
 NO0549  HISTORY     - Date     Condition        Report By
 NO0549  HISTORY     - 1991     MONUMENTED       NGS
 NO0549
 NO0549                          STATION DESCRIPTION
 NO0549
 NO0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0549'51.9 KM (32.25 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0549'OF STATE HIGHWAY 2 IN MULLEN, 39.7 M (130.2 FT) SOUTHWEST OF THE
 NO0549'CENTER OF A FIELD ENTRANCE, 24.1 M (79.1 FT) NORTHWEST OF THE HIGHWAY
 NO0549'CENTERLINE, 2.2 M (7.2 FT) NORTHEAST OF A T-FENCE CORNER, 1.5 M (4.9
 NO0549'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A
 NO0549'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NO0549'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0569 ***********************************************************************
 NO0569  DESIGNATION -  D 433
 NO0569  PID         -  NO0569
 NO0569  STATE/COUNTY-  NE/HOOKER
 NO0569  USGS QUAD   -  MULLEN (1988)
 NO0569
 NO0569                         *CURRENT SURVEY CONTROL
 NO0569  ___________________________________________________________________
 NO0569* NAD 83(1986)-  42 05 05.     (N)    101 02 11.     (W)     SCALED    
 NO0569* NAVD 88     -       995.770  (meters)    3266.96   (feet)  ADJUSTED  
 NO0569  ___________________________________________________________________
 NO0569  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 NO0569  DYNAMIC HT  -         995.246 (meters)    3265.24  (feet)  COMP
 NO0569  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 NO0569
 NO0569  VERT ORDER  -  FIRST     CLASS II
 NO0569
 NO0569.The horizontal coordinates were scaled from a topographic map and have
 NO0569.an estimated accuracy of +/- 6 seconds.
 NO0569
 NO0569.The orthometric height was determined by differential leveling
 NO0569.and adjusted by the National Geodetic Survey in June 1994..
 NO0569
 NO0569.The geoid height was determined by GEOID03.
 NO0569
 NO0569.The dynamic height is computed by dividing the NAVD 88
 NO0569.geopotential number by the normal gravity value computed on the
 NO0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0569.degrees latitude (g = 980.6199 gals.).
 NO0569
 NO0569.The modeled gravity was interpolated from observed gravity values.
 NO0569
 NO0569;                    North         East    Units  Estimated Accuracy
 NO0569;SPC NE       -   250,480.      414,280.      MT  (+/- 180 meters Scaled)
 NO0569
 NO0569                          SUPERSEDED SURVEY CONTROL
 NO0569
 NO0569  NGVD 29 (02/14/92)  995.457  (m)         3265.93   (f) ADJUSTED    1 2
 NO0569
 NO0569.Superseded values are not recommended for survey control.
 NO0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0569.See file dsdata.txt to determine how the superseded data were derived.
 NO0569
 NO0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM315611(NAD 83)
 NO0569_MARKER: I = METAL ROD
 NO0569_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0569_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0569_STAMPING: D 433 1991
 NO0569_MARK LOGO: NGS   
 NO0569_PROJECTION: FLUSH
 NO0569_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0569+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0569_ROD/PIPE-DEPTH: 16.8 meters
 NO0569_SLEEVE-DEPTH  : 0.9 meters
 NO0569
 NO0569  HISTORY     - Date     Condition        Report By
 NO0569  HISTORY     - 1991     MONUMENTED       NGS
 NO0569
 NO0569                          STATION DESCRIPTION
 NO0569
 NO0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0569'5.0 KM (3.10 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0569'OF STATE HIGHWAY 2 IN MULLEN, 44.8 M (147.0 FT) SOUTH OF A T-FENCE
 NO0569'CORNER, 17.1 M (56.1 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 NO0569'11.6 M (38.1 FT) EAST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) BELOW
 NO0569'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST
 NO0569'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NO0569'CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS THE FOR A CLASS A
 NO0569'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0531 ***********************************************************************
 MM0531  DESIGNATION -  D 434
 MM0531  PID         -  MM0531
 MM0531  STATE/COUNTY-  NE/MCPHERSON
 MM0531  USGS QUAD   -  TRYON (1985)
 MM0531
 MM0531                         *CURRENT SURVEY CONTROL
 MM0531  ___________________________________________________________________
 MM0531* NAD 83(1986)-  41 36 48.     (N)    100 57 45.     (W)     SCALED    
 MM0531* NAVD 88     -      1009.855  (meters)    3313.17   (feet)  ADJUSTED  
 MM0531  ___________________________________________________________________
 MM0531  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 MM0531  DYNAMIC HT  -        1009.261 (meters)    3311.22  (feet)  COMP
 MM0531  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 MM0531
 MM0531  VERT ORDER  -  FIRST     CLASS II
 MM0531
 MM0531.The horizontal coordinates were scaled from a topographic map and have
 MM0531.an estimated accuracy of +/- 6 seconds.
 MM0531
 MM0531.The orthometric height was determined by differential leveling
 MM0531.and adjusted by the National Geodetic Survey in June 1994..
 MM0531
 MM0531.The geoid height was determined by GEOID03.
 MM0531
 MM0531.The dynamic height is computed by dividing the NAVD 88
 MM0531.geopotential number by the normal gravity value computed on the
 MM0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0531.degrees latitude (g = 980.6199 gals.).
 MM0531
 MM0531.The modeled gravity was interpolated from observed gravity values.
 MM0531
 MM0531;                    North         East    Units  Estimated Accuracy
 MM0531;SPC NE       -   198,070.      419,800.      MT  (+/- 180 meters Scaled)
 MM0531
 MM0531                          SUPERSEDED SURVEY CONTROL
 MM0531
 MM0531  NGVD 29 (02/14/92) 1009.488  (m)         3311.96   (f) ADJUSTED    1 2
 MM0531
 MM0531.Superseded values are not recommended for survey control.
 MM0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0531.See file dsdata.txt to determine how the superseded data were derived.
 MM0531
 MM0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM364087(NAD 83)
 MM0531_MARKER: I = METAL ROD
 MM0531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0531_SP_SET: STAINLESS STEEL ROD
 MM0531_STAMPING: D 434 1991
 MM0531_MARK LOGO: NGS   
 MM0531_PROJECTION: FLUSH
 MM0531_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0531+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0531_ROD/PIPE-DEPTH: 14.3 meters
 MM0531
 MM0531  HISTORY     - Date     Condition        Report By
 MM0531  HISTORY     - 1991     MONUMENTED       NGS
 MM0531
 MM0531                          STATION DESCRIPTION
 MM0531
 MM0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0531'7.0 KM (4.35 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0531'IN TRYON, 33.6 M (110.2 FT) SOUTH OF THE CENTER OF THE KEMP RANCH
 MM0531'ENTRANCE ROAD, 15.4 M (50.5 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 MM0531'CENTERLINE, 7.4 M (24.3 FT) SOUTH OF A FENCE CORNER, AND 0.3 M (1.0
 MM0531'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 MM0531'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1439 ***********************************************************************
 LH1439  FBN         -  This is a Federal Base Network Control Station.
 LH1439  DESIGNATION -  D 435
 LH1439  PID         -  LH1439
 LH1439  STATE/COUNTY-  NE/BUFFALO
 LH1439  USGS QUAD   -  ELM CREEK EAST (1983)
 LH1439
 LH1439                         *CURRENT SURVEY CONTROL
 LH1439  ___________________________________________________________________
 LH1439* NAD 83(1995)-  40 42 50.87261(N)    099 21 00.62429(W)     ADJUSTED  
 LH1439* NAVD 88     -       687.317  (meters)    2254.97   (feet)  ADJUSTED  
 LH1439  ___________________________________________________________________
 LH1439  X           -    -786,647.180 (meters)                     COMP
 LH1439  Y           -  -4,777,531.164 (meters)                     COMP
 LH1439  Z           -   4,138,844.768 (meters)                     COMP
 LH1439  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 LH1439  ELLIP HEIGHT-         663.01  (meters)          (07/10/01) GPS OBS
 LH1439  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 LH1439  DYNAMIC HT  -         686.914 (meters)    2253.65  (feet)  COMP
 LH1439  MODELED GRAV-     980,016.2   (mgal)                       NAVD 88
 LH1439
 LH1439  HORZ ORDER  -  A
 LH1439  VERT ORDER  -  FIRST     CLASS II
 LH1439  ELLP ORDER  -  FOURTH    CLASS I
 LH1439
 LH1439.The horizontal coordinates were established by GPS observations
 LH1439.and adjusted by the National Geodetic Survey in June 1996..
 LH1439
 LH1439.The orthometric height was determined by differential leveling
 LH1439.and adjusted by the National Geodetic Survey in May 1993..
 LH1439
 LH1439.Photographs are available for this station.
 LH1439
 LH1439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1439
 LH1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1439
 LH1439.The ellipsoidal height was determined by GPS observations
 LH1439.and is referenced to NAD 83.
 LH1439
 LH1439.The geoid height was determined by GEOID03.
 LH1439
 LH1439.The dynamic height is computed by dividing the NAVD 88
 LH1439.geopotential number by the normal gravity value computed on the
 LH1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1439.degrees latitude (g = 980.6199 gals.).
 LH1439
 LH1439.The modeled gravity was interpolated from observed gravity values.
 LH1439
 LH1439;                    North         East     Units Scale Factor Converg.
 LH1439;SPC NE       -    97,999.949   554,894.753   MT  0.99975330   +0 25 50.3
 LH1439;UTM  14      - 4,507,082.667   470,422.979   MT  0.99961077   -0 13 42.3
 LH1439
 LH1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1439!SPC NE       -   0.99989601  x   0.99975330  =   0.99964933
 LH1439!UTM  14      -   0.99989601  x   0.99961077  =   0.99950682
 LH1439
 LH1439                          SUPERSEDED SURVEY CONTROL
 LH1439
 LH1439  ELLIP H (06/25/96)  663.06   (m)                       GP(       ) 1 1
 LH1439  NAVD 88 (06/25/96)  687.32   (m)         2255.0    (f) LEVELING    3  
 LH1439  NGVD 29 (02/14/92)  687.054  (m)         2254.11   (f) ADJUSTED    1 2
 LH1439
 LH1439.Superseded values are not recommended for survey control.
 LH1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1439.See file dsdata.txt to determine how the superseded data were derived.
 LH1439
 LH1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7042307083(NAD 83)
 LH1439_MARKER: I = METAL ROD
 LH1439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1439_SP_SET: STAINLESS STEEL ROD
 LH1439_STAMPING: D 435 1991
 LH1439_MARK LOGO: NGS   
 LH1439_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1439_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1439+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 LH1439_ROD/PIPE-DEPTH: 17.4 meters
 LH1439
 LH1439  HISTORY     - Date     Condition        Report By
 LH1439  HISTORY     - 1991     MONUMENTED       NGS
 LH1439  HISTORY     - 19950522 GOOD             NGS
 LH1439  HISTORY     - 19970506 GOOD             NGS
 LH1439  HISTORY     - 20000501 GOOD             NGS
 LH1439
 LH1439                          STATION DESCRIPTION
 LH1439
 LH1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1439'2.9 KM (1.80 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1439'U.S. HIGHWAY 183 IN ELM CREEK, 29.3 M (96.1 FT) SOUTH OF AND LEVEL
 LH1439'WITH THE CENTERLINE OF THE HIGHWAY, 20.0 M (65.6 FT) EAST OF THE
 LH1439'CENTER OF A PAVED ROAD, 12.5 M (41.0 FT) NORTH OF THE NEAR RAIL OF
 LH1439'THE UNION PACIFIC RAILROAD, 2.0 M (6.6 FT) WEST OF A UTILITY POLE
 LH1439'WITH 2 GUY CABLES, AND 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST.
 LH1439'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1439
 LH1439                          STATION RECOVERY (1995)
 LH1439
 LH1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LH1439'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) EAST OF ELM CREEK, BETWEEN
 LH1439'U.S. HIGHWAY 30 AND THE UNION PACIFIC RAILROAD, AT A COUNTY ROAD
 LH1439'CROSSING AND NEAR THE NORTHWEST CORNER, SEC35, T9N, R18W, ON HIGHWAY
 LH1439'RIGHT-OF-WAY.  TO REACH THE MARK FROM THE POST OFFICE IN ELM CREEK, GO
 LH1439'EAST ON U.S. HIGHWAY 30 FOR 1.25 MI (2.01 KM) TO A CROSSROAD AND THE
 LH1439'MARK ON THE RIGHT, IN THE SOUTHEAST ANGLE OF THE INTERSECTION AND
 LH1439'NORTHEAST OF A RAILROAD CROSSING OF 2 SETS OF TRACKS ON THE COUNTY
 LH1439'ROAD.  THE MARK IS A STAINLESS STEEL ROD SET WITHIN A 5-INCH PVC PIPE
 LH1439'WITH A LOGO CAP THAT IS FLUSH WITH THE GROUND.  IT IS 138.3 FT (42.2
 LH1439'M) WEST OF A 1/4 MILE MARKER POLE FOR THE RAILROAD, 95.5 FT (29.1 M)
 LH1439'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 63.0 FT (19.2 M) EAST OF THE
 LH1439'CENTERLINE OF THE COUNTY ROAD, 53.8 FT (16.4 M) SOUTH-SOUTHWEST OF A
 LH1439'MCI FIBER-OPTIC CABLE WARNING POST, 41.2 FT (12.6 M) NORTH OF THE
 LH1439'NORTH RAIL OF THE NORTH SET OF TRACKS, 1.7 FT (0.5 M) EAST-SOUTHEAST
 LH1439'OF A WITNESS POST AND ABOUT 4.0 FT (1.2 M) LOWER THAN THE TRACKS.
 LH1439
 LH1439                          STATION RECOVERY (1997)
 LH1439
 LH1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LH1439'RECOVERED AS DESCRIBED.
 LH1439
 LH1439                          STATION RECOVERY (2000)
 LH1439
 LH1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 LH1439'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1465 ***********************************************************************
 LH1465  DESIGNATION -  D 436
 LH1465  PID         -  LH1465
 LH1465  STATE/COUNTY-  NE/HALL
 LH1465  USGS QUAD   -  ALDA (1993)
 LH1465
 LH1465                         *CURRENT SURVEY CONTROL
 LH1465  ___________________________________________________________________
 LH1465* NAD 83(1986)-  40 48 11.     (N)    098 22 42.     (W)     SCALED    
 LH1465* NAVD 88     -       576.021  (meters)    1889.83   (feet)  ADJUSTED  
 LH1465  ___________________________________________________________________
 LH1465  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 LH1465  DYNAMIC HT  -         575.712 (meters)    1888.82  (feet)  COMP
 LH1465  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 LH1465
 LH1465  VERT ORDER  -  FIRST     CLASS II
 LH1465
 LH1465.The horizontal coordinates were scaled from a topographic map and have
 LH1465.an estimated accuracy of +/- 6 seconds.
 LH1465
 LH1465.The orthometric height was determined by differential leveling
 LH1465.and adjusted by the National Geodetic Survey in May 1993..
 LH1465
 LH1465.The geoid height was determined by GEOID03.
 LH1465
 LH1465.The dynamic height is computed by dividing the NAVD 88
 LH1465.geopotential number by the normal gravity value computed on the
 LH1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1465.degrees latitude (g = 980.6199 gals.).
 LH1465
 LH1465.The modeled gravity was interpolated from observed gravity values.
 LH1465
 LH1465;                    North         East    Units  Estimated Accuracy
 LH1465;SPC NE       -   108,950.      636,800.      MT  (+/- 180 meters Scaled)
 LH1465
 LH1465                          SUPERSEDED SURVEY CONTROL
 LH1465
 LH1465  NGVD 29 (02/14/92)  575.780  (m)         1889.04   (f) ADJUSTED    1 2
 LH1465
 LH1465.Superseded values are not recommended for survey control.
 LH1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1465.See file dsdata.txt to determine how the superseded data were derived.
 LH1465
 LH1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL524170(NAD 83)
 LH1465_MARKER: DV = VERTICAL CONTROL DISK
 LH1465_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1465_SP_SET: ABUTMENT
 LH1465_STAMPING: D 436 1991
 LH1465_MARK LOGO: NGS   
 LH1465_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1465+STABILITY: POSITION/ELEVATION WELL
 LH1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1465+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1465
 LH1465  HISTORY     - Date     Condition        Report By
 LH1465  HISTORY     - 1991     MONUMENTED       NGS
 LH1465
 LH1465                          STATION DESCRIPTION
 LH1465
 LH1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1465'12.4 KM (7.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1465'OF U.S. HIGHWAY 30 IN GRAND ISLAND, IN TOP OF AND 0.1 M (0.3 FT)
 LH1465'EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE NORTHBOUND
 LH1465'HIGHWAY BRIDGE SPANNING THE PLATTE RIVER, 6.2 M (20.3 FT) WEST OF THE
 LH1465'CENTERLINE OF THE HIGHWAY, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE
 LH1465'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1261 ***********************************************************************
 LG1261  DESIGNATION -  D 437
 LG1261  PID         -  LG1261
 LG1261  STATE/COUNTY-  NE/CLAY
 LG1261  USGS QUAD   -  SARONVILLE (1969)
 LG1261
 LG1261                         *CURRENT SURVEY CONTROL
 LG1261  ___________________________________________________________________
 LG1261* NAD 83(1986)-  40 35 34.     (N)    097 52 55.     (W)     SCALED    
 LG1261* NAVD 88     -       515.154  (meters)    1690.13   (feet)  ADJUSTED  
 LG1261  ___________________________________________________________________
 LG1261  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 LG1261  DYNAMIC HT  -         514.869 (meters)    1689.20  (feet)  COMP
 LG1261  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 LG1261
 LG1261  VERT ORDER  -  FIRST     CLASS II
 LG1261
 LG1261.The horizontal coordinates were scaled from a topographic map and have
 LG1261.an estimated accuracy of +/- 6 seconds.
 LG1261
 LG1261.The orthometric height was determined by differential leveling
 LG1261.and adjusted by the National Geodetic Survey in May 1993..
 LG1261
 LG1261.The geoid height was determined by GEOID03.
 LG1261
 LG1261.The dynamic height is computed by dividing the NAVD 88
 LG1261.geopotential number by the normal gravity value computed on the
 LG1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1261.degrees latitude (g = 980.6199 gals.).
 LG1261
 LG1261.The modeled gravity was interpolated from observed gravity values.
 LG1261
 LG1261;                    North         East    Units  Estimated Accuracy
 LG1261;SPC NE       -    86,520.      679,240.      MT  (+/- 180 meters Scaled)
 LG1261
 LG1261                          SUPERSEDED SURVEY CONTROL
 LG1261
 LG1261.No superseded survey control is available for this station.
 LG1261
 LG1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK946941(NAD 83)
 LG1261_MARKER: I = METAL ROD
 LG1261_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1261_SP_SET: STAINLESS STEEL ROD
 LG1261_STAMPING: D 437 1991
 LG1261_MARK LOGO: NGS   
 LG1261_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1261_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1261+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1261_ROD/PIPE-DEPTH: 7.6  meters
 LG1261
 LG1261  HISTORY     - Date     Condition        Report By
 LG1261  HISTORY     - 1991     MONUMENTED       NGS
 LG1261
 LG1261                          STATION DESCRIPTION
 LG1261
 LG1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1261'26.4 KM (16.40 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1261'OF U.S. HIGHWAY 81 IN FAIRMONT, 37.4 M (122.7 FT) NORTH OF THE
 LG1261'CENTERLINE OF THE HIGHWAY, 9.2 M (30.2 FT) WEST OF THE CENTER OF A
 LG1261'COUNTY ROAD, 1.6 M (5.2 FT) WEST OF AN UNDERGROUND CABLE JUNCTION
 LG1261'BOX, 0.6 M (2.0 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER, 0.6 M (2.0
 LG1261'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTHEAST OF A
 LG1261'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LG1261'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1295 ***********************************************************************
 LG1295  DESIGNATION -  D 438
 LG1295  PID         -  LG1295
 LG1295  STATE/COUNTY-  NE/SALINE
 LG1295  USGS QUAD   -  CRETE NORTH (1972)
 LG1295
 LG1295                         *CURRENT SURVEY CONTROL
 LG1295  ___________________________________________________________________
 LG1295* NAD 83(1995)-  40 37 30.50318(N)    096 56 16.85333(W)     ADJUSTED  
 LG1295* NAVD 88     -       453.772  (meters)    1488.75   (feet)  ADJUSTED  
 LG1295  ___________________________________________________________________
 LG1295  X           -    -585,631.397 (meters)                     COMP
 LG1295  Y           -  -4,812,622.213 (meters)                     COMP
 LG1295  Z           -   4,131,195.000 (meters)                     COMP
 LG1295  LAPLACE CORR-           6.96  (seconds)                    DEFLEC99
 LG1295  ELLIP HEIGHT-         427.30  (meters)          (12/18/01) GPS OBS
 LG1295  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 LG1295  DYNAMIC HT  -         453.544 (meters)    1488.00  (feet)  COMP
 LG1295  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 LG1295
 LG1295  HORZ ORDER  -  THIRD
 LG1295  VERT ORDER  -  FIRST     CLASS II
 LG1295  ELLP ORDER  -  FOURTH    CLASS II
 LG1295
 LG1295.The horizontal coordinates were established by GPS observations
 LG1295.and adjusted by the National Geodetic Survey in August 1998..
 LG1295
 LG1295.The orthometric height was determined by differential leveling
 LG1295.and adjusted by the National Geodetic Survey in May 1993..
 LG1295
 LG1295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1295
 LG1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1295
 LG1295.The ellipsoidal height was determined by GPS observations
 LG1295.and is referenced to NAD 83.
 LG1295
 LG1295.The geoid height was determined by GEOID03.
 LG1295
 LG1295.The dynamic height is computed by dividing the NAVD 88
 LG1295.geopotential number by the normal gravity value computed on the
 LG1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1295.degrees latitude (g = 980.6199 gals.).
 LG1295
 LG1295.The modeled gravity was interpolated from observed gravity values.
 LG1295
 LG1295;                    North         East     Units Scale Factor Converg.
 LG1295;SPC NE       -    92,499.838   758,962.471   MT  0.99977573   +2 01 45.0
 LG1295;UTM  14      - 4,499,189.163   674,400.685   MT  0.99997439   +1 20 34.5
 LG1295
 LG1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1295!SPC NE       -   0.99993298  x   0.99977573  =   0.99970872
 LG1295!UTM  14      -   0.99993298  x   0.99997439  =   0.99990737
 LG1295
 LG1295                          SUPERSEDED SURVEY CONTROL
 LG1295
 LG1295  ELLIP H (08/21/98)  427.41   (m)                       GP(       ) 4 2
 LG1295  NAVD 88 (08/21/98)  453.77   (m)         1488.7    (f) LEVELING    3  
 LG1295
 LG1295.Superseded values are not recommended for survey control.
 LG1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1295.See file dsdata.txt to determine how the superseded data were derived.
 LG1295
 LG1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7440199189(NAD 83)
 LG1295_MARKER: I = METAL ROD
 LG1295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1295_SP_SET: STAINLESS STEEL ROD
 LG1295_STAMPING: D 438 1991
 LG1295_MARK LOGO: NGS   
 LG1295_PROJECTION: FLUSH
 LG1295_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LG1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1295+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 LG1295_ROD/PIPE-DEPTH: 8.6  meters
 LG1295
 LG1295  HISTORY     - Date     Condition        Report By
 LG1295  HISTORY     - 1991     MONUMENTED       NGS
 LG1295  HISTORY     - 19970708 GOOD             NGS
 LG1295
 LG1295                          STATION DESCRIPTION
 LG1295
 LG1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1295'1.8 KM (1.10 MI) EASTERLY ALONG EAST 13TH STREET FROM THE CITY HALL
 LG1295'IN CRETE, 9.3 M (30.5 FT) SOUTH OF THE CENTER OF THE STREET, 0.7 M
 LG1295'(2.3 FT) WEST OF THE NORTHEAST CORNER OF A FENCE SURROUNDING AN
 LG1295'UNDERGROUND WATER TANK, 0.5 M (1.6 FT) EAST OF A WITNESS POST, 0.3 M
 LG1295'(1.0 FT) ABOVE THE LEVEL OF THE STREET, AND 0.2 M (0.7 FT) NORTH OF
 LG1295'THE FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LG1295'CAP.
 LG1295
 LG1295                          STATION RECOVERY (1997)
 LG1295
 LG1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 LG1295'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 08JUL1996 (WCW) .
 LG1295'RECOVERED IN GOOD CONDITION WITH UPDATED DESCRIPTION AS FOLLOWS.  THE
 LG1295'STATION IS LOCATED ABOUT 29 KM (18.00 MI) SOUTHWEST FROM LINCOLN, 3.2
 LG1295'KM (2.00 MI) EAST FROM CRETE ON THE NORTH SIDE OF AN UNDERGROUND WATER
 LG1295'TANK AT 2031 EAST 13TH STREET.  OWNERSHIP--CITY OF CRETE. TO REACH THE
 LG1295'STATION FROM THE EASTERLY JUNCTION OF STATE HIGHWAYS 33 AND 103 NORTH
 LG1295'WHICH IS 19.8 KM (12.30 MI) SOUTH FROM INTERSTATE 80 (EXIT 388) AND
 LG1295'ABOUT 3.2 KM (2.00 MI) NORTHEAST FROM CRETE, GO SOUTH ON PAVED ROAD
 LG1295'2400 FOR 2.3 KM (1.40 MI) TO AN INTERSECTION.  TURN RIGHT AND GO WEST
 LG1295'ON PAVED ROAD F WHICH BECOMES EAST 13TH STREET AT THE CITY LIMITS FOR
 LG1295'0.5 KM (0.30 MI) TO THE STATION ON THE LEFT. THE MARK IS A PUNCH MARK
 LG1295'AT THE TOP CENTER OF AN UNSLEEVED STAINLESS STEEL ROD DRIVEN TO
 LG1295'REFUSAL AT A RECORD DEPTH OF 8.6 M (28.2 FT) ENCASED IN A 12.5 CM (5
 LG1295'IN) DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO
 LG1295'CAP AND CONCRETE PROJECT 2 CM (1 IN) ABOVE THE GROUND.  THE MARK IS
 LG1295'RECESSED 5 CM BELOW THE LOGO CAP.  THE STATION IS LOCATED 35.0 M
 LG1295'(114.8 FT) WEST-SOUTHWEST FROM 3/4 IN DIA REBAR ROADWAY SURVEY
 LG1295'MONUMENT IN A ROUND MONUMENT BOX, 28.0 M (91.9 FT) EAST FROM A WOOD
 LG1295'UTILITY POLE WITH TRANSFORMER AND TWO METERS, 10.3 M (33.8 FT) WEST
 LG1295'FROM A WOOD UTILITY POLE WITH STREET LIGHT, 9.3 M (30.5 FT) SOUTH FROM
 LG1295'THE CONCRETE STREET CENTER, AND 1.8 FT (0.5 M) EAST FROM A FIBERGLASS
 LG1295'NGS WITNESS POST.  THE LOGO CAP PROJECTS 2 CM (1 IN) ABOVE THE GROUND
 LG1295'AND IS 15 CM (6 IN) HIGHER THAN THE ROADWAY CENTER. THIS STATION IS
 LG1295'DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1327 ***********************************************************************
 LG1327  DESIGNATION -  D 439
 LG1327  PID         -  LG1327
 LG1327  STATE/COUNTY-  NE/LANCASTER
 LG1327  USGS QUAD   -  BENNET (1972)
 LG1327
 LG1327                         *CURRENT SURVEY CONTROL
 LG1327  ___________________________________________________________________
 LG1327* NAD 83(1986)-  40 42 34.     (N)    096 33 33.     (W)     SCALED    
 LG1327* NAVD 88     -       432.290  (meters)    1418.27   (feet)  ADJUSTED  
 LG1327  ___________________________________________________________________
 LG1327  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LG1327  DYNAMIC HT  -         432.100 (meters)    1417.65  (feet)  COMP
 LG1327  MODELED GRAV-     980,172.0   (mgal)                       NAVD 88
 LG1327
 LG1327  VERT ORDER  -  FIRST     CLASS II
 LG1327
 LG1327.The horizontal coordinates were scaled from a topographic map and have
 LG1327.an estimated accuracy of +/- 6 seconds.
 LG1327
 LG1327.The orthometric height was determined by differential leveling
 LG1327.and adjusted by the National Geodetic Survey in May 1993..
 LG1327
 LG1327.The geoid height was determined by GEOID03.
 LG1327
 LG1327.The dynamic height is computed by dividing the NAVD 88
 LG1327.geopotential number by the normal gravity value computed on the
 LG1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1327.degrees latitude (g = 980.6199 gals.).
 LG1327
 LG1327.The modeled gravity was interpolated from observed gravity values.
 LG1327
 LG1327;                    North         East    Units  Estimated Accuracy
 LG1327;SPC NE       -   103,060.      790,620.      MT  (+/- 180 meters Scaled)
 LG1327
 LG1327                          SUPERSEDED SURVEY CONTROL
 LG1327
 LG1327.No superseded survey control is available for this station.
 LG1327
 LG1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL061093(NAD 83)
 LG1327_MARKER: I = METAL ROD
 LG1327_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1327_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1327_STAMPING: D 439 1991
 LG1327_MARK LOGO: NGS   
 LG1327_PROJECTION: FLUSH
 LG1327_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1327+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1327_ROD/PIPE-DEPTH: 8.4  meters
 LG1327_SLEEVE-DEPTH  : 0.9 meters
 LG1327
 LG1327  HISTORY     - Date     Condition        Report By
 LG1327  HISTORY     - 1991     MONUMENTED       NGS
 LG1327  HISTORY     - 19960423 GOOD             NGS
 LG1327
 LG1327                          STATION DESCRIPTION
 LG1327
 LG1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1327'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1327'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, 90.0 M (295.3 FT)
 LG1327'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 59.0 M (193.6 FT) SOUTH OF
 LG1327'THE CENTERLINE OF ROKEBY ROAD, 9.6 M (31.5 FT) WEST OF AND LEVEL WITH
 LG1327'THE CENTER OF SOUTH 120TH STREET, 0.6 M (2.0 FT) NORTHEAST OF A
 LG1327'WITNESS POST, AND 0.4 M (1.3 FT) EAST OF A FENCE.  NOTE--ACCESS TO
 LG1327'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 LG1327'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 LG1327
 LG1327                          STATION RECOVERY (1996)
 LG1327
 LG1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAO)
 LG1327'RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9623 ***********************************************************************
 AG9623  DESIGNATION -  D 439 RESET
 AG9623  PID         -  AG9623
 AG9623  STATE/COUNTY-  NE/LANCASTER
 AG9623  USGS QUAD   -  BENNET (1972)
 AG9623
 AG9623                         *CURRENT SURVEY CONTROL
 AG9623  ___________________________________________________________________
 AG9623* NAD 83(1986)-  40 42 34.     (N)    096 33 34.     (W)     SCALED    
 AG9623* NAVD 88     -       436.09   (meters)    1430.7    (feet)  RESET     
 AG9623  ___________________________________________________________________
 AG9623  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AG9623
 AG9623  VERT ORDER  -  THIRD
 AG9623
 AG9623.The horizontal coordinates were scaled from a topographic map and have
 AG9623.an estimated accuracy of +/- 6 seconds.
 AG9623
 AG9623.The orthometric height was computed from unverified reset data.
 AG9623
 AG9623.The geoid height was determined by GEOID03.
 AG9623
 AG9623;                    North         East    Units  Estimated Accuracy
 AG9623;SPC NE       -   103,060.      790,590.      MT  (+/- 180 meters Scaled)
 AG9623
 AG9623                          SUPERSEDED SURVEY CONTROL
 AG9623
 AG9623.No superseded survey control is available for this station.
 AG9623
 AG9623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL061093(NAD 83)
 AG9623_MARKER: DV = VERTICAL CONTROL DISK
 AG9623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9623_STAMPING: D 439 RESET 1996
 AG9623_MARK LOGO: NGS   
 AG9623_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9623+STABILITY: SURFACE MOTION
 AG9623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9623+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9623
 AG9623  HISTORY     - Date     Condition        Report By
 AG9623  HISTORY     - 1996     MONUMENTED       NGS
 AG9623
 AG9623                          STATION DESCRIPTION
 AG9623
 AG9623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JAO)
 AG9623'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 43, ABOUT 2 MI (3.2
 AG9623'KM) NORTH OF BENNET, GO WEST ON HIGHWAY 2 FOR 2.8 MI (4.5 KM) TO A
 AG9623'COUNTY ROAD, 120TH STREET.  TURN LEFT AND GO SOUTH FOR 0.1 MI (0.2 KM)
 AG9623'TO THE TOP OF A HILL AND THE MARK ON THE LEFT, ON EAST RIGHT-OF-WAY OF
 AG9623'120TH STREET AND NEAR THE NW CORNER OF SEC32, T9N, R8E.  THE DISK IS
 AG9623'SET INTO THE TOP OF A ROUND CONCRETE POST THAT CONTAINS A MAGNET.  IT
 AG9623'IS 80.5 FT (24.5 M) EAST OF THE CENTERLINE OF 120TH STREET, 192.37 FT
 AG9623'(58.63 M) NORTHWEST OF THE SOUTHWEST CORNER OF A METAL BUILDING,
 AG9623'174.45 FT (53.17 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 AG9623'METAL BUILDING, 34.7 FT (10.6 M) SOUTH OF A UTILITY POLE, 22.0 FT (6.7
 AG9623'M) NORTH OF THE CENTERLINE OF A FIELD DRIVE, 1.65 FT (0.50 M) SOUTH OF
 AG9623'A WITNESS POST AND 1.2 FT (0.4 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1520 ***********************************************************************
 LF1520  DESIGNATION -  D 440
 LF1520  PID         -  LF1520
 LF1520  STATE/COUNTY-  NE/OTOE
 LF1520  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1520
 LF1520                         *CURRENT SURVEY CONTROL
 LF1520  ___________________________________________________________________
 LF1520* NAD 83(1986)-  40 40 05.     (N)    095 56 07.     (W)     SCALED    
 LF1520* NAVD 88     -       369.246  (meters)    1211.43   (feet)  ADJUSTED  
 LF1520  ___________________________________________________________________
 LF1520  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 LF1520  DYNAMIC HT  -         369.050 (meters)    1210.79  (feet)  COMP
 LF1520  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 LF1520
 LF1520  VERT ORDER  -  FIRST     CLASS II
 LF1520
 LF1520.The horizontal coordinates were scaled from a topographic map and have
 LF1520.an estimated accuracy of +/- 6 seconds.
 LF1520
 LF1520.The orthometric height was determined by differential leveling
 LF1520.and adjusted by the National Geodetic Survey in May 1993..
 LF1520
 LF1520.The geoid height was determined by GEOID03.
 LF1520
 LF1520.The dynamic height is computed by dividing the NAVD 88
 LF1520.geopotential number by the normal gravity value computed on the
 LF1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1520.degrees latitude (g = 980.6199 gals.).
 LF1520
 LF1520.The modeled gravity was interpolated from observed gravity values.
 LF1520
 LF1520;                    North         East    Units  Estimated Accuracy
 LF1520;SPC NE       -   100,750.      843,490.      MT  (+/- 180 meters Scaled)
 LF1520
 LF1520                          SUPERSEDED SURVEY CONTROL
 LF1520
 LF1520.No superseded survey control is available for this station.
 LF1520
 LF1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF518060(NAD 83)
 LF1520_MARKER: I = METAL ROD
 LF1520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1520_SP_SET: STAINLESS STEEL ROD
 LF1520_STAMPING: D 440 1991
 LF1520_MARK LOGO: NGS   
 LF1520_PROJECTION: FLUSH
 LF1520_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1520+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 LF1520_ROD/PIPE-DEPTH: 5.7  meters
 LF1520
 LF1520  HISTORY     - Date     Condition        Report By
 LF1520  HISTORY     - 1991     MONUMENTED       NGS
 LF1520  HISTORY     - 20060117 GOOD             GEOCAC
 LF1520
 LF1520                          STATION DESCRIPTION
 LF1520
 LF1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1520'6.7 KM (4.15 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1520'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, 23.8 M (78.1
 LF1520'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.3 M (37.1 FT) WEST OF
 LF1520'THE CENTER OF A GRAVELED ROAD, 1.5 M (4.9 FT) WEST OF A UTILITY POLE,
 LF1520'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 LF1520'SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 LF1520'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LF1520
 LF1520                          STATION RECOVERY (2006)
 LF1520
 LF1520'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LF1520'IN THE NORTHWEST CORNER OF THE INTERSECTION OF CR-I (OLD SH-2) AND
 LF1520'CR-56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1388 ***********************************************************************
 LG1388  DESIGNATION -  D 441
 LG1388  PID         -  LG1388
 LG1388  STATE/COUNTY-  NE/LANCASTER
 LG1388  USGS QUAD   -  WALTON (1980)
 LG1388
 LG1388                         *CURRENT SURVEY CONTROL
 LG1388  ___________________________________________________________________
 LG1388* NAD 83(1986)-  40 47 34.     (N)    096 36 21.     (W)     SCALED    
 LG1388* NAVD 88     -       410.418  (meters)    1346.51   (feet)  ADJUSTED  
 LG1388  ___________________________________________________________________
 LG1388  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 LG1388  DYNAMIC HT  -         410.243 (meters)    1345.94  (feet)  COMP
 LG1388  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 LG1388
 LG1388  VERT ORDER  -  FIRST     CLASS II
 LG1388
 LG1388.The horizontal coordinates were scaled from a topographic map and have
 LG1388.an estimated accuracy of +/- 6 seconds.
 LG1388
 LG1388.The orthometric height was determined by differential leveling
 LG1388.and adjusted by the National Geodetic Survey in May 1993..
 LG1388
 LG1388.The geoid height was determined by GEOID03.
 LG1388
 LG1388.The dynamic height is computed by dividing the NAVD 88
 LG1388.geopotential number by the normal gravity value computed on the
 LG1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1388.degrees latitude (g = 980.6199 gals.).
 LG1388
 LG1388.The modeled gravity was interpolated from observed gravity values.
 LG1388
 LG1388;                    North         East    Units  Estimated Accuracy
 LG1388;SPC NE       -   112,150.      786,310.      MT  (+/- 180 meters Scaled)
 LG1388
 LG1388                          SUPERSEDED SURVEY CONTROL
 LG1388
 LG1388.No superseded survey control is available for this station.
 LG1388
 LG1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL019185(NAD 83)
 LG1388_MARKER: I = METAL ROD
 LG1388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1388_SP_SET: STAINLESS STEEL ROD
 LG1388_STAMPING: D 441 1992
 LG1388_MARK LOGO: NGS   
 LG1388_PROJECTION: FLUSH
 LG1388_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1388+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1388_ROD/PIPE-DEPTH: 5.5  meters
 LG1388
 LG1388  HISTORY     - Date     Condition        Report By
 LG1388  HISTORY     - 1992     MONUMENTED       NGS
 LG1388
 LG1388                          STATION DESCRIPTION
 LG1388
 LG1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1388'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1388'OFFICE IN LINCOLN, THENCE 2.3 KM (1.40 MI) SOUTHERLY ALONG SOUTH 84TH
 LG1388'STREET, 14.8 M (48.6 FT) EAST OF THE STREET CENTERLINE, 12.4 M
 LG1388'(40.7 FT) SOUTH OF THE EXTENDED CENTER OF OAKDALE AVENUE, 7.0 M
 LG1388'(23.0 FT) SOUTH OF AND LEVEL WITH THE MOST SOUTHERLY OF 2 DRIVEWAYS
 LG1388'LEADING TO THE MESIAH LUTHERAN SCHOOL, 6.8 M (22.3 FT) EAST-NORTHEAST
 LG1388'OF A UTILITY LIGHT POLE, AND 1.0 M (3.3 FT) EAST OF THE EAST EDGE OF
 LG1388'A SIDEWALK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LG1388'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2465 ***********************************************************************
 AI2465  DESIGNATION -  D 442
 AI2465  PID         -  AI2465
 AI2465  STATE/COUNTY-  NE/PIERCE
 AI2465  USGS QUAD   -  PIERCE (1976)
 AI2465
 AI2465                         *CURRENT SURVEY CONTROL
 AI2465  ___________________________________________________________________
 AI2465* NAD 83(1986)-  42 12 27.     (N)    097 34 57.     (W)     SCALED    
 AI2465* NAVD 88     -       508.647  (meters)    1668.79   (feet)  ADJUSTED  
 AI2465  ___________________________________________________________________
 AI2465  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AI2465  DYNAMIC HT  -         508.453 (meters)    1668.15  (feet)  COMP
 AI2465  MODELED GRAV-     980,224.5   (mgal)                       NAVD 88
 AI2465
 AI2465  VERT ORDER  -  SECOND    CLASS I
 AI2465
 AI2465.The horizontal coordinates were scaled from a topographic map and have
 AI2465.an estimated accuracy of +/- 6 seconds.
 AI2465
 AI2465.The orthometric height was determined by differential leveling
 AI2465.and adjusted by the National Geodetic Survey in July 2002..
 AI2465
 AI2465.The geoid height was determined by GEOID03.
 AI2465
 AI2465.The dynamic height is computed by dividing the NAVD 88
 AI2465.geopotential number by the normal gravity value computed on the
 AI2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2465.degrees latitude (g = 980.6199 gals.).
 AI2465
 AI2465.The modeled gravity was interpolated from observed gravity values.
 AI2465
 AI2465;                    North         East    Units  Estimated Accuracy
 AI2465;SPC NE       -   266,390.      699,560.      MT  (+/- 180 meters Scaled)
 AI2465
 AI2465                          SUPERSEDED SURVEY CONTROL
 AI2465
 AI2465.No superseded survey control is available for this station.
 AI2465
 AI2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM170737(NAD 83)
 AI2465_MARKER: F = FLANGE-ENCASED ROD
 AI2465_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2465_STAMPING: D 442 1999
 AI2465_MARK LOGO: NGS   
 AI2465_PROJECTION: FLUSH
 AI2465_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2465+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2465_ROD/PIPE-DEPTH: 7.3  meters
 AI2465_SLEEVE-DEPTH  : 0.9 meters
 AI2465
 AI2465  HISTORY     - Date     Condition        Report By
 AI2465  HISTORY     - 1999     MONUMENTED       NGS
 AI2465
 AI2465                          STATION DESCRIPTION
 AI2465
 AI2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2465'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2465'IN PIERCE, THENCE 3.8 KM (2.35 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2465'22.7 M (74.5 FT) NORTH OF THE ROAD CENTER, 13.6 M (44.6 FT)
 AI2465'NORTH-NORTHWEST OF A T-JUNCTION UTILITY POLE WITH 2 GUY CABLES, 5.5 M
 AI2465'(18.0 FT) EAST OF THE CENTER OF 547 AVENUE, 0.3 M (1.0 FT) BELOW THE
 AI2465'LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 AI2465'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AI2465'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AI2465'THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0402 ***********************************************************************
 LH0402  DESIGNATION -  D 5
 LH0402  PID         -  LH0402
 LH0402  STATE/COUNTY-  NE/BUFFALO
 LH0402  USGS QUAD   -  GIBBON NORTH (1962)
 LH0402
 LH0402                         *CURRENT SURVEY CONTROL
 LH0402  ___________________________________________________________________
 LH0402* NAD 83(1986)-  40 45 00.     (N)    098 50 38.     (W)     SCALED    
 LH0402* NAVD 88     -       628.247  (meters)    2061.17   (feet)  ADJUSTED  
 LH0402  ___________________________________________________________________
 LH0402  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH0402  DYNAMIC HT  -         627.898 (meters)    2060.03  (feet)  COMP
 LH0402  MODELED GRAV-     980,047.9   (mgal)                       NAVD 88
 LH0402
 LH0402  VERT ORDER  -  FIRST     CLASS II
 LH0402
 LH0402.The horizontal coordinates were scaled from a topographic map and have
 LH0402.an estimated accuracy of +/- 6 seconds.
 LH0402
 LH0402.The orthometric height was determined by differential leveling
 LH0402.and adjusted by the National Geodetic Survey in June 1991..
 LH0402
 LH0402.The geoid height was determined by GEOID03.
 LH0402
 LH0402.The dynamic height is computed by dividing the NAVD 88
 LH0402.geopotential number by the normal gravity value computed on the
 LH0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0402.degrees latitude (g = 980.6199 gals.).
 LH0402
 LH0402.The modeled gravity was interpolated from observed gravity values.
 LH0402
 LH0402;                    North         East    Units  Estimated Accuracy
 LH0402;SPC NE       -   102,430.      597,610.      MT  (+/- 180 meters Scaled)
 LH0402
 LH0402                          SUPERSEDED SURVEY CONTROL
 LH0402
 LH0402  NGVD 29 (??/??/92)  627.989  (m)         2060.33   (f) ADJ UNCH    1 2
 LH0402
 LH0402.Superseded values are not recommended for survey control.
 LH0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0402.See file dsdata.txt to determine how the superseded data were derived.
 LH0402
 LH0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL131110(NAD 83)
 LH0402_MARKER: DB = BENCH MARK DISK
 LH0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0402_STAMPING: 2060.327 D 5 1933
 LH0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0402+STABILITY: SURFACE MOTION
 LH0402
 LH0402  HISTORY     - Date     Condition        Report By
 LH0402  HISTORY     - 1933     MONUMENTED       CGS
 LH0402  HISTORY     - 1949     GOOD             NGS
 LH0402  HISTORY     - 1984     GOOD             LOCSUR
 LH0402  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0402
 LH0402                          STATION DESCRIPTION
 LH0402
 LH0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0402'AT GIBBON.
 LH0402'AT GIBBON, BUFFALO COUNTY, ABOUT 186 FEET NORTHEAST OF THE
 LH0402'SOUTHEAST CORNER OF THE UNION PACIFIC RAILROAD STATION, ABOUT
 LH0402'190 FEET NORTHEAST OF MILEPOST 176, ABOUT 102 FEET WEST OF THE
 LH0402'CENTER LINE OF A ROAD, 44 FEET EAST OF A SEMAPHORE, 58 FEET SOUTH
 LH0402'OF THE CENTER LINE OF U.S. HIGHWAY 30, AND 17.6 FEET NORTH OF
 LH0402'THE NORTH RAIL OF THE NORTH MAIN TRACK.  A STANDARD DISK, STAMPED
 LH0402'2060.327 D 5 1933 AND SET IN THE TOP OF A CONCRETE POST
 LH0402'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 LH0402
 LH0402                          STATION RECOVERY (1949)
 LH0402
 LH0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 LH0402'RECOVERED IN GOOD CONDITION.
 LH0402
 LH0402                          STATION RECOVERY (1984)
 LH0402
 LH0402'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0402'RECOVERED IN GOOD CONDITION.
 LH0402
 LH0402                          STATION RECOVERY (1991)
 LH0402
 LH0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0402'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1280 ***********************************************************************
 LH1280  DESIGNATION -  D 5 10
 LH1280  PID         -  LH1280
 LH1280  STATE/COUNTY-  NE/KEARNEY
 LH1280  USGS QUAD   -  HEARTWELL (1969)
 LH1280
 LH1280                         *CURRENT SURVEY CONTROL
 LH1280  ___________________________________________________________________
 LH1280* NAD 83(1995)-  40 36 10.89964(N)    098 50 14.42550(W)     ADJUSTED  
 LH1280* NAVD 88     -       659.     (meters)    2162.     (feet)  SCALED    
 LH1280  ___________________________________________________________________
 LH1280  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 LH1280  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 LH1280
 LH1280  HORZ ORDER  -  SECOND
 LH1280
 LH1280.The horizontal coordinates were established by classical geodetic methods
 LH1280.and adjusted by the National Geodetic Survey in August 1997..
 LH1280
 LH1280.The orthometric height was scaled from a topographic map.
 LH1280
 LH1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1280
 LH1280.The geoid height was determined by GEOID03.
 LH1280
 LH1280;                    North         East     Units Scale Factor Converg.
 LH1280;SPC NE       -    86,120.270   598,380.670   MT  0.99978167   +0 46 13.8
 LH1280;UTM  14      - 4,494,703.603   513,761.669   MT  0.99960233   +0 06 21.1
 LH1280
 LH1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1280!SPC NE       -   0.99990049  x   0.99978167  =   0.99968218
 LH1280!UTM  14      -   0.99990049  x   0.99960233  =   0.99950286
 LH1280
 LH1280                          SUPERSEDED SURVEY CONTROL
 LH1280
 LH1280  NAD 83(1986)-  40 36 10.90685(N)    098 50 14.42578(W) AD(       ) 2
 LH1280  NAD 27      -  40 36 10.85300(N)    098 50 13.14800(W) AD(       ) 2
 LH1280
 LH1280.Superseded values are not recommended for survey control.
 LH1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1280.See file dsdata.txt to determine how the superseded data were derived.
 LH1280
 LH1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1376294704(NAD 83)
 LH1280_MARKER: DB = BENCH MARK DISK
 LH1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1280_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1280+STABILITY: SURFACE MOTION
 LH1280
 LH1280  HISTORY     - Date     Condition        Report By
 LH1280  HISTORY     - 1950     MONUMENTED       NEGS
 LH1280
 LH1280                          STATION DESCRIPTION
 LH1280
 LH1280'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1950 (JCT)
 LH1280'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF THE
 LH1280'SMALL VILLAGE OF LOWELL, 3 MILES NORTHWEST OF HEARTWELL AND
 LH1280'1/2 MILE WEST-NORTHWEST OF THE HEGARTY BROS. FARM HOME IN THE
 LH1280'SOUTHWEST CORNER OF PASTURE LAND.  IT IS 40 PACES EAST OF THE
 LH1280'NORTH AND SOUTH SECTION LINE FENCE AND AT THE WEST EDGE OF
 LH1280'THE HIGHEST PART OF HILL.  THE MARK IS A USC AND GS AND STATE
 LH1280'SURVEY BENCH MARK SET IN A 6 X 6 INCH SQUARE CONCRETE POST
 LH1280'WHICH PROJECTS 8 INCHES AND THE DISK IS STAMPED D 5-10.
 LH1280'
 LH1280'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 LH1280'LOWELL 2 TO D 5-10.  IT IS 11.571 METERS OR 37.96 FEET WEST.
 LH1280'
 LH1280'TO REACH FROM THE CROSSROADS IN THE SMALL VILLAGE OF LOWELL,
 LH1280'GO EAST 0.5 MILE TO A T-INTERSECTION, TURN RIGHT (SOUTH) 0.5
 LH1280'MILE TO CROSSROADS.  HERE CONTINUE SOUTH ON A TRACK ROAD FOR
 LH1280'2.65 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0253 ***********************************************************************
 MN0253  FBN         -  This is a Federal Base Network Control Station.
 MN0253  DESIGNATION -  D 50
 MN0253  PID         -  MN0253
 MN0253  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0253  USGS QUAD   -  MORRILL (1963)
 MN0253
 MN0253                         *CURRENT SURVEY CONTROL
 MN0253  ___________________________________________________________________
 MN0253* NAD 83(1995)-  41 57 52.06830(N)    103 57 37.12462(W)     ADJUSTED  
 MN0253* NAVD 88     -      1223.284  (meters)    4013.39   (feet)  ADJUSTED  
 MN0253  ___________________________________________________________________
 MN0253  X           -  -1,146,065.358 (meters)                     COMP
 MN0253  Y           -  -4,610,218.987 (meters)                     COMP
 MN0253  Z           -   4,243,475.471 (meters)                     COMP
 MN0253  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 MN0253  ELLIP HEIGHT-        1205.02  (meters)          (07/10/01) GPS OBS
 MN0253  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 MN0253  DYNAMIC HT  -        1222.500 (meters)    4010.82  (feet)  COMP
 MN0253  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 MN0253
 MN0253  HORZ ORDER  -  B
 MN0253  VERT ORDER  -  SECOND    CLASS 0
 MN0253  ELLP ORDER  -  FOURTH    CLASS I
 MN0253
 MN0253.The horizontal coordinates were established by GPS observations
 MN0253.and adjusted by the National Geodetic Survey in June 1996..
 MN0253
 MN0253.The orthometric height was determined by differential leveling
 MN0253.and adjusted by the National Geodetic Survey in June 1991..
 MN0253
 MN0253.Photographs are available for this station.
 MN0253
 MN0253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0253
 MN0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0253
 MN0253.The ellipsoidal height was determined by GPS observations
 MN0253.and is referenced to NAD 83.
 MN0253
 MN0253.The geoid height was determined by GEOID03.
 MN0253
 MN0253.The dynamic height is computed by dividing the NAVD 88
 MN0253.geopotential number by the normal gravity value computed on the
 MN0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0253.degrees latitude (g = 980.6199 gals.).
 MN0253
 MN0253.The modeled gravity was interpolated from observed gravity values.
 MN0253
 MN0253;                    North         East     Units Scale Factor Converg.
 MN0253;SPC NE       -   244,127.393   171,918.948   MT  0.99969057   -2 37 28.2
 MN0253;UTM  13      - 4,646,353.356   586,152.855   MT  0.99969133   +0 41 42.9
 MN0253
 MN0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0253!SPC NE       -   0.99981104  x   0.99969057  =   0.99950167
 MN0253!UTM  13      -   0.99981104  x   0.99969133  =   0.99950243
 MN0253
 MN0253                          SUPERSEDED SURVEY CONTROL
 MN0253
 MN0253  ELLIP H (06/25/96) 1205.08   (m)                       GP(       ) 1 1
 MN0253  NAVD 88 (06/25/96) 1223.28   (m)         4013.4    (f) LEVELING    3  
 MN0253  NGVD 29 (??/??/92) 1222.582  (m)         4011.09   (f) ADJ UNCH    2 0
 MN0253
 MN0253.Superseded values are not recommended for survey control.
 MN0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0253.See file dsdata.txt to determine how the superseded data were derived.
 MN0253
 MN0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG8615346353(NAD 83)
 MN0253_MARKER: DB = BENCH MARK DISK
 MN0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0253_STAMPING: D 50 1934
 MN0253_MARK LOGO: CGS   
 MN0253_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0253+STABILITY: SURFACE MOTION
 MN0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0253+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 MN0253
 MN0253  HISTORY     - Date     Condition        Report By
 MN0253  HISTORY     - 1934     MONUMENTED       CGS
 MN0253  HISTORY     - 19950720 GOOD             NGS
 MN0253  HISTORY     - 20000510 GOOD             NGS
 MN0253  HISTORY     - 20030724 GOOD             NGS
 MN0253
 MN0253                          STATION DESCRIPTION
 MN0253
 MN0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0253'1.8 MI NW FROM MORRILL.
 MN0253'ABOUT 1.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0253'RAILROAD FROM THE STATION AT MORRILL, SCOTTS BLUFF COUNTY, AT
 MN0253'MILEAGE 48+3, AT THE CROSSING OF AN IRRIGATION DITCH, 40.8 FEET
 MN0253'NORTHEAST OF THE NORTH RAIL, 40.0 FEET SOUTHWEST OF THE CENTER
 MN0253'LINE OF U.S. HIGHWAY 26, AND 20.0 FEET NORTHWEST OF THE CENTER LINE
 MN0253'OF THE DITCH.  A STANDARD DISK, STAMPED D 50 1934 AND SET IN THE
 MN0253'TOP OF A CONCRETE POST.
 MN0253
 MN0253                          STATION RECOVERY (1995)
 MN0253
 MN0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MN0253'THE MARK IS LOCATED ABOUT 4.75 MI (7.64 KM) EAST OF THE
 MN0253'WYOMING-NEBRASKA STATE LINE, 1.5 MI (2.4 KM) WEST OF MORRILL, ON
 MN0253'RIGHT-OF-WAY BETWEEN U.S. HIGHWAY 26 AND THE BURLINGTON NORTHERN
 MN0253'RAILROAD, ON THE WEST BANK OF A SMALL CANAL AND NEAR THE CENTER OF
 MN0253'SEC17, T23N, R57W.  TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD
 MN0253'L79D LINK AND U.S. HIGHWAY 26 AT THE WEST EDGE OF MORRILL, GO WEST ON
 MN0253'U.S. HIGHWAY 26 FOR 1.55 MI (2.49 KM) TO THE MARK ON THE LEFT. THE
 MN0253'DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 MN0253'RECESSED ABOUT 0.8 FT (24.4 CM) BELOW THE GROUND SURFACE.  IT IS 137.4
 MN0253'FT (41.9 M) WEST OF AN END GUYED UTILITY POLE, 101.6 FT (31.0 M)
 MN0253'NORTH-NORTHWEST OF THE TOP OF AN IRRIGATION SLUICE GATE VALVE, 71.0 FT
 MN0253'(21.6 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 43.0 FT (13.1 M)
 MN0253'NORTH OF THE CENTERLINE OF THE RAILROAD TRACK, 28.6 FT (8.7 M)
 MN0253'SOUTH-SOUTHWEST OF THE CENTER OF THE TOP OF THE SOUTH END OF AN
 MN0253'IRRIGATION CANAL CULVERT HEADWALL, 0.4 FT (12.2 CM) NORTH OF A WITNESS
 MN0253'POST AND ABOUT 2 FT (0.6 M) HIGHER THAN THE HIGHWAY.  REBAR WAS DRIVEN
 MN0253'ALONG THE NORTH SIDE OF THE MARK.
 MN0253
 MN0253                          STATION RECOVERY (2000)
 MN0253
 MN0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 MN0253'RECOVERED AS DESCRIBED WITH A NEW TO REACH AS FOLLOWS--TO REACH FROM
 MN0253'THE JUNCTIONS OF US HIGHWAY 26 AND COUNTY ROAD (LINK TO STATE HIGHWAY
 MN0253'92) ON THE WEST SIDE OF MORRILL, GO WEST ON HIGHWAY 26 FOR 1.55 MI
 MN0253'(2.49 KM) TO THE STATION ON THE LEFT JUST BEFORE A U-SHAPED TURN AREA
 MN0253'ON THE LEFT.
 MN0253
 MN0253                          STATION RECOVERY (2003)
 MN0253
 MN0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0179 ***********************************************************************
 MN0179  DESIGNATION -  D 51
 MN0179  PID         -  MN0179
 MN0179  STATE/COUNTY-  NE/MORRILL
 MN0179  USGS QUAD   -  BRIDGEPORT NW (1965)
 MN0179
 MN0179                         *CURRENT SURVEY CONTROL
 MN0179  ___________________________________________________________________
 MN0179* NAD 83(1986)-  41 43 27.     (N)    103 13 03.     (W)     SCALED    
 MN0179* NAVD 88     -      1134.516  (meters)    3722.16   (feet)  ADJUSTED  
 MN0179  ___________________________________________________________________
 MN0179  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 MN0179  DYNAMIC HT  -        1133.796 (meters)    3719.80  (feet)  COMP
 MN0179  MODELED GRAV-     979,949.8   (mgal)                       NAVD 88
 MN0179
 MN0179  VERT ORDER  -  SECOND    CLASS 0
 MN0179
 MN0179.The horizontal coordinates were scaled from a topographic map and have
 MN0179.an estimated accuracy of +/- 6 seconds.
 MN0179
 MN0179.The orthometric height was determined by differential leveling
 MN0179.and adjusted by the National Geodetic Survey in June 1991..
 MN0179
 MN0179.The geoid height was determined by GEOID03.
 MN0179
 MN0179.The dynamic height is computed by dividing the NAVD 88
 MN0179.geopotential number by the normal gravity value computed on the
 MN0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0179.degrees latitude (g = 980.6199 gals.).
 MN0179
 MN0179.The modeled gravity was interpolated from observed gravity values.
 MN0179
 MN0179;                    North         East    Units  Estimated Accuracy
 MN0179;SPC NE       -   214,910.      232,430.      MT  (+/- 180 meters Scaled)
 MN0179
 MN0179                          SUPERSEDED SURVEY CONTROL
 MN0179
 MN0179  NGVD 29 (??/??/92) 1133.930  (m)         3720.24   (f) ADJ UNCH    2 0
 MN0179
 MN0179.Superseded values are not recommended for survey control.
 MN0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0179.See file dsdata.txt to determine how the superseded data were derived.
 MN0179
 MN0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG482206(NAD 83)
 MN0179_MARKER: DB = BENCH MARK DISK
 MN0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0179_STAMPING: D 51 1934
 MN0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0179+STABILITY: SURFACE MOTION
 MN0179
 MN0179  HISTORY     - Date     Condition        Report By
 MN0179  HISTORY     - 1934     MONUMENTED       CGS
 MN0179
 MN0179                          STATION DESCRIPTION
 MN0179
 MN0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0179'6.1 MI NW FROM NORTHPORT.
 MN0179'ABOUT 6.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 MN0179'QUINCY RAILROAD FROM THE STATION AT NORTHPORT, MORRILL COUNTY,
 MN0179'ABOUT 0.1 MILE SOUTHEAST OF MILEPOST 6, OPPOSITE THE STATION
 MN0179'SIGNBOARD AT ATKINS, 42.8 FEET WEST OF THE WEST END OF THE
 MN0179'SECTION BUILDING, 26.2 FEET NORTH OF THE NORTH MAIN TRACK, AND
 MN0179'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED D 51 1934
 MN0179'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0055 ***********************************************************************
 MN0055  DESIGNATION -  D 52
 MN0055  PID         -  MN0055
 MN0055  STATE/COUNTY-  NE/GARDEN
 MN0055  USGS QUAD   -  COUMBE BLUFF (1971)
 MN0055
 MN0055                         *CURRENT SURVEY CONTROL
 MN0055  ___________________________________________________________________
 MN0055* NAD 83(1986)-  41 25 00.     (N)    102 22 32.     (W)     SCALED    
 MN0055* NAVD 88     -      1037.138  (meters)    3402.68   (feet)  ADJUSTED  
 MN0055  ___________________________________________________________________
 MN0055  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 MN0055  DYNAMIC HT  -        1036.480 (meters)    3400.52  (feet)  COMP
 MN0055  MODELED GRAV-     979,953.2   (mgal)                       NAVD 88
 MN0055
 MN0055  VERT ORDER  -  SECOND    CLASS 0
 MN0055
 MN0055.The horizontal coordinates were scaled from a topographic map and have
 MN0055.an estimated accuracy of +/- 6 seconds.
 MN0055
 MN0055.The orthometric height was determined by differential leveling
 MN0055.and adjusted by the National Geodetic Survey in June 1991..
 MN0055
 MN0055.The geoid height was determined by GEOID03.
 MN0055
 MN0055.The dynamic height is computed by dividing the NAVD 88
 MN0055.geopotential number by the normal gravity value computed on the
 MN0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0055.degrees latitude (g = 980.6199 gals.).
 MN0055
 MN0055.The modeled gravity was interpolated from observed gravity values.
 MN0055
 MN0055;                    North         East    Units  Estimated Accuracy
 MN0055;SPC NE       -   178,520.      301,490.      MT  (+/- 180 meters Scaled)
 MN0055
 MN0055                          SUPERSEDED SURVEY CONTROL
 MN0055
 MN0055  NGVD 29 (??/??/92) 1036.624  (m)         3400.99   (f) ADJ UNCH    2 0
 MN0055
 MN0055.Superseded values are not recommended for survey control.
 MN0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0055.See file dsdata.txt to determine how the superseded data were derived.
 MN0055
 MN0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF193883(NAD 83)
 MN0055_MARKER: DB = BENCH MARK DISK
 MN0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0055_STAMPING: D 52 1934
 MN0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0055+STABILITY: SURFACE MOTION
 MN0055
 MN0055  HISTORY     - Date     Condition        Report By
 MN0055  HISTORY     - 1934     MONUMENTED       CGS
 MN0055  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0055
 MN0055                          STATION DESCRIPTION
 MN0055
 MN0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0055'1.8 MI W FROM OSHKOSH.
 MN0055'ABOUT 1.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0055'STATION AT OSHKOSH, GARDEN COUNTY, ABOUT 0.4 MILE EAST OF MILEPOST
 MN0055'73, 157 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE 71.79,
 MN0055'AND 44.6 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 MN0055'D 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0055
 MN0055                          STATION RECOVERY (1971)
 MN0055
 MN0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0030 ***********************************************************************
 MN0030  DESIGNATION -  D 53
 MN0030  PID         -  MN0030
 MN0030  STATE/COUNTY-  NE/DEUEL
 MN0030  USGS QUAD   -  CHAPPELL SE (1961)
 MN0030
 MN0030                         *CURRENT SURVEY CONTROL
 MN0030  ___________________________________________________________________
 MN0030* NAD 83(1986)-  41 05 28.     (N)    102 20 32.     (W)     SCALED    
 MN0030* NAVD 88     -      1149.842  (meters)    3772.44   (feet)  ADJUSTED  
 MN0030  ___________________________________________________________________
 MN0030  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 MN0030  DYNAMIC HT  -        1149.087 (meters)    3769.96  (feet)  COMP
 MN0030  MODELED GRAV-     979,927.4   (mgal)                       NAVD 88
 MN0030
 MN0030  VERT ORDER  -  SECOND    CLASS 0
 MN0030
 MN0030.The horizontal coordinates were scaled from a topographic map and have
 MN0030.an estimated accuracy of +/- 6 seconds.
 MN0030
 MN0030.The orthometric height was determined by differential leveling
 MN0030.and adjusted by the National Geodetic Survey in June 1991..
 MN0030
 MN0030.The geoid height was determined by GEOID03.
 MN0030
 MN0030.The dynamic height is computed by dividing the NAVD 88
 MN0030.geopotential number by the normal gravity value computed on the
 MN0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0030.degrees latitude (g = 980.6199 gals.).
 MN0030
 MN0030.The modeled gravity was interpolated from observed gravity values.
 MN0030
 MN0030;                    North         East    Units  Estimated Accuracy
 MN0030;SPC NE       -   142,310.      303,290.      MT  (+/- 180 meters Scaled)
 MN0030
 MN0030                          SUPERSEDED SURVEY CONTROL
 MN0030
 MN0030  NGVD 29 (??/??/92) 1149.348  (m)         3770.82   (f) ADJ UNCH    2 0
 MN0030
 MN0030.Superseded values are not recommended for survey control.
 MN0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0030.See file dsdata.txt to determine how the superseded data were derived.
 MN0030
 MN0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF232522(NAD 83)
 MN0030_MARKER: DB = BENCH MARK DISK
 MN0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0030_STAMPING: D 53 1934
 MN0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0030+STABILITY: SURFACE MOTION
 MN0030
 MN0030  HISTORY     - Date     Condition        Report By
 MN0030  HISTORY     - 1934     MONUMENTED       CGS
 MN0030  HISTORY     - 1960     GOOD             NGS
 MN0030
 MN0030                          STATION DESCRIPTION
 MN0030
 MN0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MN0030'6.9 MI E FROM CHAPPELL.
 MN0030'6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0030'CHAPPELL, DEUEL COUNTY, 55 FEET SOUTHWEST OF THE CENTER OF THE
 MN0030'JUNCTION OF STATE HIGHWAY 27, AND 35 FEET WEST OF THE CENTERLINE
 MN0030'OF A COUNTY ROAD LEADING SOUTH.  A STANDARD DISK, STAMPED D 53
 MN0030'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0031 ***********************************************************************
 MN0031  DESIGNATION -  D 53 RESET
 MN0031  PID         -  MN0031
 MN0031  STATE/COUNTY-  NE/DEUEL
 MN0031  USGS QUAD   -  CHAPPELL SE (1961)
 MN0031
 MN0031                         *CURRENT SURVEY CONTROL
 MN0031  ___________________________________________________________________
 MN0031* NAD 83(1995)-  41 05 30.81844(N)    102 20 32.28947(W)     ADJUSTED  
 MN0031* NAVD 88     -      1149.51   (meters)    3771.4    (feet)  RESET     
 MN0031  ___________________________________________________________________
 MN0031  X           -  -1,029,159.005 (meters)                     COMP
 MN0031  Y           -  -4,703,462.491 (meters)                     COMP
 MN0031  Z           -   4,170,862.077 (meters)                     COMP
 MN0031  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 MN0031  ELLIP HEIGHT-        1129.27  (meters)          (06/27/02) GPS OBS
 MN0031  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 MN0031
 MN0031  HORZ ORDER  -  FIRST
 MN0031  VERT ORDER  -  THIRD
 MN0031  ELLP ORDER  -  FOURTH    CLASS I
 MN0031
 MN0031.The horizontal coordinates were established by GPS observations
 MN0031.and adjusted by the National Geodetic Survey in August 1997..
 MN0031
 MN0031.The orthometric height was computed from unverified reset data.
 MN0031
 MN0031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0031
 MN0031.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0031
 MN0031.The ellipsoidal height was determined by GPS observations
 MN0031.and is referenced to NAD 83.
 MN0031
 MN0031.The geoid height was determined by GEOID03.
 MN0031
 MN0031;                    North         East     Units Scale Factor Converg.
 MN0031;SPC NE       -   142,397.791   303,290.042   MT  0.99968454   -1 33 08.1
 MN0031;UTM  13      - 4,552,362.255   723,216.729   MT  1.00021327   +1 44 51.1
 MN0031
 MN0031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0031!SPC NE       -   0.99982290  x   0.99968454  =   0.99950749
 MN0031!UTM  13      -   0.99982290  x   1.00021327  =   1.00003613
 MN0031
 MN0031                          SUPERSEDED SURVEY CONTROL
 MN0031
 MN0031  ELLIP H (08/18/97) 1129.29   (m)                       GP(       ) 4 1
 MN0031  NAD 83(1995)-  41 05 30.81802(N)    102 20 32.29090(W) AD(       ) 1
 MN0031  NAD 83(1995)-  41 05 30.81585(N)    102 20 32.29237(W) AD(       ) 1
 MN0031  ELLIP H (01/07/93) 1129.23   (m)                       GP(       ) 4 2
 MN0031  NAD 83(1986)-  41 05 30.81546(N)    102 20 32.29245(W) AD(       ) 1
 MN0031  NGVD 29 (??/??/??) 1149.01   (m)         3769.7    (f) RESET       3  
 MN0031
 MN0031.Superseded values are not recommended for survey control.
 MN0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0031.See file dsdata.txt to determine how the superseded data were derived.
 MN0031
 MN0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2321752362(NAD 83)
 MN0031_MARKER: DB = BENCH MARK DISK
 MN0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0031_SP_SET: CONCRETE POST
 MN0031_STAMPING: D 53 RESET 1964
 MN0031_MARK LOGO: CGS   
 MN0031_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0031+STABILITY: SURFACE MOTION
 MN0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0031+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1989
 MN0031
 MN0031  HISTORY     - Date     Condition        Report By
 MN0031  HISTORY     - 1964     MONUMENTED       CGS
 MN0031  HISTORY     - 1985     GOOD             DMA
 MN0031  HISTORY     - 19890705 GOOD             NGS
 MN0031
 MN0031                          STATION DESCRIPTION
 MN0031
 MN0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MN0031'6.9 MI E FROM CHAPPELL.
 MN0031'ABOUT 6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE
 MN0031'AT CHAPPELL, DEUEL COUNTY, AT THE JUNCTION OF U.S. HIGHWAY 30
 MN0031'AND STATE HIGHWAY 27, 214 FEET NORTH OF THE CENTERLINE OF U.S.
 MN0031'HIGHWAY 30, 60 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 27,
 MN0031'3 FEET NORTH OF A BREAK IN THE WEST RIGHT-OF-WAY FENCE, 1.5
 MN0031'FEET SOUTH OF A NEW STEEL WITNESS POST, AND 1 FOOT EAST OF A
 MN0031'FENCE AND PROJECTING 4 INCHES.
 MN0031
 MN0031                          STATION RECOVERY (1985)
 MN0031
 MN0031'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0031'RECOVERED IN GOOD CONDITION.
 MN0031
 MN0031                          STATION RECOVERY (1989)
 MN0031
 MN0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0031'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) SOUTH OF OSHKOSH, 11 KM
 MN0031'(6.85 MI) EAST OF CHAPPELL ALONG THE RIGHT-OF-WAY OF STATE ROUTE 27.
 MN0031'OWNERSHIP--NE DEPT OF ROADS.
 MN0031'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CHAPPELL, GO 11.0 KM
 MN0031'(6.85 MI) EAST ALONG US HIGHWAY 30 TO THE JUNCTION WITH STATE ROUTE
 MN0031'27.  TURN LEFT AND GO NORTH ALONG STATE ROUTE 27 FOR 0.05 KM
 MN0031'(0.05 MI) TO THE STATION ON THE LEFT.
 MN0031'THE STATION MARK IS SET 65.8 M (215.9 FT) NORTH-NORTHWEST OF THE
 MN0031'CENTERLINE OF US HIGHWAY 30, 18.3 M (60.0 FT) WEST OF THE CENTERLINE
 MN0031'OF STATE ROUTE 27, 0.61 M (2.0 FT) NORTH-NORTHWEST OF A CONCRETE
 MN0031'RIGHT-OF-WAY POST, 0.61 M (2.0 FT) SOUTH OF A WITNESS POST.
 MN0031'DESCRIBED BY G.F. SMITH, VERIFIED BY R.D.BALL AND TYPED BY E.A.RICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0279 ***********************************************************************
 MN0279  DESIGNATION -  D 54
 MN0279  PID         -  MN0279
 MN0279  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0279  USGS QUAD   -  WILDCAT MOUNTAIN (1979)
 MN0279
 MN0279                         *CURRENT SURVEY CONTROL
 MN0279  ___________________________________________________________________
 MN0279* NAD 83(1986)-  41 44 13.     (N)    103 40 41.     (W)     SCALED    
 MN0279* NAVD 88     -      1264.922  (meters)    4150.00   (feet)  ADJUSTED  
 MN0279  ___________________________________________________________________
 MN0279  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 MN0279  DYNAMIC HT  -        1264.071 (meters)    4147.21  (feet)  COMP
 MN0279  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 MN0279
 MN0279  VERT ORDER  -  SECOND    CLASS 0
 MN0279
 MN0279.The horizontal coordinates were scaled from a topographic map and have
 MN0279.an estimated accuracy of +/- 6 seconds.
 MN0279
 MN0279.The orthometric height was determined by differential leveling
 MN0279.and adjusted by the National Geodetic Survey in June 1991..
 MN0279
 MN0279.The geoid height was determined by GEOID03.
 MN0279
 MN0279.The dynamic height is computed by dividing the NAVD 88
 MN0279.geopotential number by the normal gravity value computed on the
 MN0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0279.degrees latitude (g = 980.6199 gals.).
 MN0279
 MN0279.The modeled gravity was interpolated from observed gravity values.
 MN0279
 MN0279;                    North         East    Units  Estimated Accuracy
 MN0279;SPC NE       -   217,860.      194,210.      MT  (+/- 180 meters Scaled)
 MN0279
 MN0279                          SUPERSEDED SURVEY CONTROL
 MN0279
 MN0279  NGVD 29 (??/??/92) 1264.249  (m)         4147.79   (f) ADJ UNCH    2 0
 MN0279
 MN0279.Superseded values are not recommended for survey control.
 MN0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0279.See file dsdata.txt to determine how the superseded data were derived.
 MN0279
 MN0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG099214(NAD 83)
 MN0279_MARKER: DB = BENCH MARK DISK
 MN0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0279_STAMPING: D 54 1934
 MN0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0279+STABILITY: SURFACE MOTION
 MN0279
 MN0279  HISTORY     - Date     Condition        Report By
 MN0279  HISTORY     - 1934     MONUMENTED       CGS
 MN0279
 MN0279                          STATION DESCRIPTION
 MN0279
 MN0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0279'6.8 MI S FROM GERING.
 MN0279'ABOUT 6.8 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 MN0279'AT GERING, SCOTTS BLUFF COUNTY, ABOUT 1/2 MILE WEST OF A CANYON
 MN0279'ON WILD CAT RANGE, ABOUT 1,000 FEET SOUTH OF A FARMHOUSE, 32
 MN0279'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT WEST
 MN0279'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 54 1934
 MN0279'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0242 ***********************************************************************
 MN0242  DESIGNATION -  D 55
 MN0242  PID         -  MN0242
 MN0242  STATE/COUNTY-  NE/KIMBALL
 MN0242  USGS QUAD   -  KIMBALL (1972)
 MN0242
 MN0242                         *CURRENT SURVEY CONTROL
 MN0242  ___________________________________________________________________
 MN0242* NAD 83(1986)-  41 14 19.     (N)    103 39 40.     (W)     SCALED    
 MN0242* NAVD 88     -      1434.997  (meters)    4707.99   (feet)  ADJUSTED  
 MN0242  ___________________________________________________________________
 MN0242  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 MN0242  DYNAMIC HT  -        1433.957 (meters)    4704.57  (feet)  COMP
 MN0242  MODELED GRAV-     979,848.6   (mgal)                       NAVD 88
 MN0242
 MN0242  VERT ORDER  -  SECOND    CLASS 0
 MN0242
 MN0242.The horizontal coordinates were scaled from a topographic map and have
 MN0242.an estimated accuracy of +/- 6 seconds.
 MN0242
 MN0242.The orthometric height was determined by differential leveling
 MN0242.and adjusted by the National Geodetic Survey in June 1991..
 MN0242
 MN0242.The geoid height was determined by GEOID03.
 MN0242
 MN0242.The dynamic height is computed by dividing the NAVD 88
 MN0242.geopotential number by the normal gravity value computed on the
 MN0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0242.degrees latitude (g = 980.6199 gals.).
 MN0242
 MN0242.The modeled gravity was interpolated from observed gravity values.
 MN0242
 MN0242;                    North         East    Units  Estimated Accuracy
 MN0242;SPC NE       -   162,520.      193,280.      MT  (+/- 180 meters Scaled)
 MN0242
 MN0242                          SUPERSEDED SURVEY CONTROL
 MN0242
 MN0242  NGVD 29 (??/??/92) 1434.317  (m)         4705.76   (f) ADJ UNCH    2 0
 MN0242
 MN0242.Superseded values are not recommended for survey control.
 MN0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0242.See file dsdata.txt to determine how the superseded data were derived.
 MN0242
 MN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF121661(NAD 83)
 MN0242_MARKER: DB = BENCH MARK DISK
 MN0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0242_STAMPING: D 55 1934
 MN0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0242+STABILITY: SURFACE MOTION
 MN0242
 MN0242  HISTORY     - Date     Condition        Report By
 MN0242  HISTORY     - 1934     MONUMENTED       CGS
 MN0242  HISTORY     - 1960     GOOD             NGS
 MN0242
 MN0242                          STATION DESCRIPTION
 MN0242
 MN0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0242'AT KIMBALL.
 MN0242'AT KIMBALL, KIMBALL COUNTY, AT THE SOUTH SIDE OF THE UNION PACIFIC
 MN0242'RAILROAD STATION, ABOUT 370 FEET EAST OF THE CENTER LINE OF
 MN0242'STATE HIGHWAY 29, 72 FEET NORTH OF THE CENTER LINE OF NORTH FIRST
 MN0242'STREET, 70 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 12
 MN0242'FEET EAST OF THE SOUTHWEST CORNER OF THE STATION.  A STANDARD DISK,
 MN0242'STAMPED D 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0242
 MN0242                          STATION RECOVERY (1960)
 MN0242
 MN0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MN0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0243 ***********************************************************************
 MN0243  DESIGNATION -  D 55 RESET
 MN0243  PID         -  MN0243
 MN0243  STATE/COUNTY-  NE/KIMBALL
 MN0243  USGS QUAD   -  KIMBALL (1972)
 MN0243
 MN0243                         *CURRENT SURVEY CONTROL
 MN0243  ___________________________________________________________________
 MN0243* NAD 83(1986)-  41 14 19.     (N)    103 39 45.     (W)     SCALED    
 MN0243* NAVD 88     -      1435.11   (+/-2cm)    4708.4    (feet)  VERTCON   
 MN0243  ___________________________________________________________________
 MN0243  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 MN0243
 MN0243  VERT ORDER  -  THIRD (See Below)
 MN0243
 MN0243.The horizontal coordinates were scaled from a topographic map and have
 MN0243.an estimated accuracy of +/- 6 seconds.
 MN0243
 MN0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0243.The vertical order pertains to the NGVD 29 superseded value.
 MN0243
 MN0243.The geoid height was determined by GEOID03.
 MN0243
 MN0243;                    North         East    Units  Estimated Accuracy
 MN0243;SPC NE       -   162,520.      193,160.      MT  (+/- 180 meters Scaled)
 MN0243
 MN0243                          SUPERSEDED SURVEY CONTROL
 MN0243
 MN0243  NGVD 29 (08/02/06) 1434.42   (m)         4706.1    (f) RESET       3  
 MN0243
 MN0243.Superseded values are not recommended for survey control.
 MN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0243.See file dsdata.txt to determine how the superseded data were derived.
 MN0243
 MN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF120661(NAD 83)
 MN0243_MARKER: DB = BENCH MARK DISK
 MN0243_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MN0243+WITH SETTING: INTO GROUND
 MN0243_STAMPING: D 55 RESET 1975
 MN0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0243+STABILITY: SURFACE MOTION
 MN0243
 MN0243  HISTORY     - Date     Condition        Report By
 MN0243  HISTORY     - 1975     MONUMENTED       UPRR
 MN0243
 MN0243                          STATION DESCRIPTION
 MN0243
 MN0243'DESCRIBED BY UNION PACIFIC RAILROAD 1975
 MN0243'AT KIMBALL.
 MN0243'AT KIMBALL, KIMBALL COUNTY, LOCATED APPROXIMATELY 270 FEET WEST
 MN0243'OF NEW U.P.R.R. DEPOT., 49 FEET SOUTH OF SOUTH RAIL E.B. M.L.,
 MN0243'ENGINEERS STATION 23948 PLUS 16.2, 65 FEET EAST OF CENTERLINE OF
 MN0243'STATE HIGHWAY 29, 4 FEET SOUTH OF SIDEWALK, PROTRUDING 2 INCHES
 MN0243'ABOVE GROUND AND SET IN 4 INCHES STEEL PIPE 4 FEET LONG, CONCRETED
 MN0243'IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0748 ***********************************************************************
 ML0748  DESIGNATION -  D 56 RESET
 ML0748  PID         -  ML0748
 ML0748  STATE/COUNTY-  NE/CUSTER
 ML0748  USGS QUAD   -  CALLAWAY NW (1951)
 ML0748
 ML0748                         *CURRENT SURVEY CONTROL
 ML0748  ___________________________________________________________________
 ML0748* NAD 83(1986)-  41 28 51.     (N)    099 57 41.     (W)     SCALED    
 ML0748* NAVD 88     -       908.06   (meters)    2979.2    (feet)  RESET     
 ML0748  ___________________________________________________________________
 ML0748  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 ML0748
 ML0748  VERT ORDER  -  THIRD
 ML0748
 ML0748.The horizontal coordinates were scaled from a topographic map and have
 ML0748.an estimated accuracy of +/- 6 seconds.
 ML0748
 ML0748.The orthometric height was computed from unverified reset data.
 ML0748
 ML0748.The geoid height was determined by GEOID03.
 ML0748
 ML0748;                    North         East    Units  Estimated Accuracy
 ML0748;SPC NE       -   182,920.      503,220.      MT  (+/- 180 meters Scaled)
 ML0748
 ML0748                          SUPERSEDED SURVEY CONTROL
 ML0748
 ML0748  NGVD 29 (??/??/??)  907.81   (m)         2978.4    (f) RESET       3  
 ML0748
 ML0748.Superseded values are not recommended for survey control.
 ML0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0748.See file dsdata.txt to determine how the superseded data were derived.
 ML0748
 ML0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML197925(NAD 83)
 ML0748_MARKER: DB = BENCH MARK DISK
 ML0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0748_STAMPING: D 56 RESET 1959
 ML0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0748+STABILITY: SURFACE MOTION
 ML0748
 ML0748  HISTORY     - Date     Condition        Report By
 ML0748  HISTORY     - 1959     MONUMENTED       NEDR
 ML0748
 ML0748                          STATION DESCRIPTION
 ML0748
 ML0748'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 ML0748'10.6 MI SW FROM MERNA.
 ML0748'ABOUT 10.6 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 92, FROM THE
 ML0748'POST OFFICE AT MERNA, ABOUT 174 FEET EAST OF THE CENTER OF A
 ML0748'ROAD CROSSING, AND 64 FEET SOUTH OF THE CENTERLINE OF THE
 ML0748'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0376 ***********************************************************************
 NP0376  DESIGNATION -  D 57
 NP0376  PID         -  NP0376
 NP0376  STATE/COUNTY-  NE/BOX BUTTE
 NP0376  USGS QUAD   -  MARSLAND SW (1983)
 NP0376
 NP0376                         *CURRENT SURVEY CONTROL
 NP0376  ___________________________________________________________________
 NP0376* NAD 83(1986)-  42 17 37.     (N)    103 26 39.     (W)     SCALED    
 NP0376* NAVD 88     -      1407.472  (meters)    4617.68   (feet)  POSTED    
 NP0376  ___________________________________________________________________
 NP0376  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 NP0376  DYNAMIC HT  -        1406.600 (meters)    4614.82  (feet)  COMP
 NP0376  MODELED GRAV-     979,952.8   (mgal)                       NAVD 88
 NP0376
 NP0376  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NP0376
 NP0376.The horizontal coordinates were scaled from a topographic map and have
 NP0376.an estimated accuracy of +/- 6 seconds.
 NP0376
 NP0376.The orthometric height was determined by differential leveling
 NP0376.and adjusted by the National Geodetic Survey in 1992..
 NP0376.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NP0376.rate of 0.0 thru 1.0 mm/km.
 NP0376
 NP0376.The geoid height was determined by GEOID03.
 NP0376
 NP0376.The dynamic height is computed by dividing the NAVD 88
 NP0376.geopotential number by the normal gravity value computed on the
 NP0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0376.degrees latitude (g = 980.6199 gals.).
 NP0376
 NP0376.The modeled gravity was interpolated from observed gravity values.
 NP0376
 NP0376;                    North         East    Units  Estimated Accuracy
 NP0376;SPC NE       -   278,820.      216,110.      MT  (+/- 180 meters Scaled)
 NP0376
 NP0376                          SUPERSEDED SURVEY CONTROL
 NP0376
 NP0376  NGVD 29 (??/??/92) 1406.769  (m)         4615.37   (f) ADJ UNCH    2 0
 NP0376
 NP0376.Superseded values are not recommended for survey control.
 NP0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0376.See file dsdata.txt to determine how the superseded data were derived.
 NP0376
 NP0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG282835(NAD 83)
 NP0376_MARKER: DB = BENCH MARK DISK
 NP0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0376_STAMPING: D 57 1934
 NP0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0376+STABILITY: SURFACE MOTION
 NP0376
 NP0376  HISTORY     - Date     Condition        Report By
 NP0376  HISTORY     - 1934     MONUMENTED       CGS
 NP0376  HISTORY     - 1956     GOOD             NGS
 NP0376  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0376
 NP0376                          STATION DESCRIPTION
 NP0376
 NP0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0376'21 MI W FROM HEMINGFORD.
 NP0376'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0376'OFFICE AT HEMINGFORD, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY
 NP0376'87, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 NP0376'2.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH
 NP0376'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRADED
 NP0376'DIRT ROAD, AT THE BOX BUTTE AND SIOUX COUNTY LINE, 36 FEET
 NP0376'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 4 FEET
 NP0376'NORTHEAST OF A TELEPHONE POLE, 3.3 FEET NORTHEAST OF A FENCE
 NP0376'CORNER, 3 FEET EAST OF A FENCE, 1.6 FEET NORTH OF A FENCE,
 NP0376'4 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NP0376'POST WHICH IS 1.5 FEET BELOW THE TOP OF THE GROUND, IN THE
 NP0376'SOUTHWEST 1/4 OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 52 WEST.
 NP0376
 NP0376                          STATION RECOVERY (1981)
 NP0376
 NP0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0825 ***********************************************************************
 LH0825  DESIGNATION -  D 60
 LH0825  PID         -  LH0825
 LH0825  STATE/COUNTY-  NE/DAWSON
 LH0825  USGS QUAD   -  LEXINGTON NW (1962)
 LH0825
 LH0825                         *CURRENT SURVEY CONTROL
 LH0825  ___________________________________________________________________
 LH0825* NAD 83(1986)-  40 53 43.     (N)    099 44 54.     (W)     SCALED    
 LH0825* NAVD 88     -       759.721  (meters)    2492.52   (feet)  ADJUSTED  
 LH0825  ___________________________________________________________________
 LH0825  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 LH0825  DYNAMIC HT  -         759.282 (meters)    2491.08  (feet)  COMP
 LH0825  MODELED GRAV-     980,020.8   (mgal)                       NAVD 88
 LH0825
 LH0825  VERT ORDER  -  SECOND    CLASS 0
 LH0825
 LH0825.The horizontal coordinates were scaled from a topographic map and have
 LH0825.an estimated accuracy of +/- 6 seconds.
 LH0825
 LH0825.The orthometric height was determined by differential leveling
 LH0825.and adjusted by the National Geodetic Survey in June 1991..
 LH0825
 LH0825.The geoid height was determined by GEOID03.
 LH0825
 LH0825.The dynamic height is computed by dividing the NAVD 88
 LH0825.geopotential number by the normal gravity value computed on the
 LH0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0825.degrees latitude (g = 980.6199 gals.).
 LH0825
 LH0825.The modeled gravity was interpolated from observed gravity values.
 LH0825
 LH0825;                    North         East    Units  Estimated Accuracy
 LH0825;SPC NE       -   117,940.      521,200.      MT  (+/- 180 meters Scaled)
 LH0825
 LH0825                          SUPERSEDED SURVEY CONTROL
 LH0825
 LH0825  NGVD 29 (??/??/92)  759.427  (m)         2491.55   (f) ADJ UNCH    2 0
 LH0825
 LH0825.Superseded values are not recommended for survey control.
 LH0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0825.See file dsdata.txt to determine how the superseded data were derived.
 LH0825
 LH0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML369274(NAD 83)
 LH0825_MARKER: DB = BENCH MARK DISK
 LH0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0825_STAMPING: D 60 1934
 LH0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0825+STABILITY: SURFACE MOTION
 LH0825
 LH0825  HISTORY     - Date     Condition        Report By
 LH0825  HISTORY     - 1934     MONUMENTED       CGS
 LH0825  HISTORY     - 1942     GOOD             NGS
 LH0825
 LH0825                          STATION DESCRIPTION
 LH0825
 LH0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LH0825'8.2 MI N FROM LEXINGTON.
 LH0825'8.2 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0825'AT LEXINGTON, 0.4 MILE NORTH OF A T-ROAD LEADING WEST AND THE
 LH0825'ENTRANCE TO A WHITE SCHOOL BUILDING EAST OF THE HIGHWAY, ABOUT
 LH0825'335 FEET NORTH OF A LARGE DOUBLE CONCRETE BOX CULVERT,
 LH0825'75 FEET SOUTH OF THE ENTRANCE TO A FARMYARD WEST OF THE HIGHWAY,
 LH0825'90 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 LH0825'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D
 LH0825'60 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0169 ***********************************************************************
 NP0169  DESIGNATION -  D 61
 NP0169  PID         -  NP0169
 NP0169  STATE/COUNTY-  NE/BOX BUTTE
 NP0169  USGS QUAD   -  JESSE LAKE (1989)
 NP0169
 NP0169                         *CURRENT SURVEY CONTROL
 NP0169  ___________________________________________________________________
 NP0169* NAD 83(1986)-  42 05 48.     (N)    102 44 34.     (W)     SCALED    
 NP0169* NAVD 88     -      1204.129  (meters)    3950.55   (feet)  ADJUSTED  
 NP0169  ___________________________________________________________________
 NP0169  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 NP0169  DYNAMIC HT  -        1203.431 (meters)    3948.26  (feet)  COMP
 NP0169  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 NP0169
 NP0169  VERT ORDER  -  SECOND    CLASS 0
 NP0169
 NP0169.The horizontal coordinates were scaled from a topographic map and have
 NP0169.an estimated accuracy of +/- 6 seconds.
 NP0169
 NP0169.The orthometric height was determined by differential leveling
 NP0169.and adjusted by the National Geodetic Survey in June 1991..
 NP0169
 NP0169.The geoid height was determined by GEOID03.
 NP0169
 NP0169.The dynamic height is computed by dividing the NAVD 88
 NP0169.geopotential number by the normal gravity value computed on the
 NP0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0169.degrees latitude (g = 980.6199 gals.).
 NP0169
 NP0169.The modeled gravity was interpolated from observed gravity values.
 NP0169
 NP0169;                    North         East    Units  Estimated Accuracy
 NP0169;SPC NE       -   254,890.      273,210.      MT  (+/- 180 meters Scaled)
 NP0169
 NP0169                          SUPERSEDED SURVEY CONTROL
 NP0169
 NP0169  NGVD 29 (??/??/92) 1203.555  (m)         3948.66   (f) ADJ UNCH    2 0
 NP0169
 NP0169.Superseded values are not recommended for survey control.
 NP0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0169.See file dsdata.txt to determine how the superseded data were derived.
 NP0169
 NP0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG866629(NAD 83)
 NP0169_MARKER: DB = BENCH MARK DISK
 NP0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0169_STAMPING: D 61 1934
 NP0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0169+STABILITY: SURFACE MOTION
 NP0169
 NP0169  HISTORY     - Date     Condition        Report By
 NP0169  HISTORY     - 1934     MONUMENTED       CGS
 NP0169  HISTORY     - 1940     GOOD             NGS
 NP0169
 NP0169                          STATION DESCRIPTION
 NP0169
 NP0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NP0169'6.6 MI E FROM ALLIANCE.
 NP0169'6.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0169'FROM THE STATION AT ALLIANCE, BOX BUTTE COUNTY, 15 RAILS EAST
 NP0169'OF MILEPOST 359, 3 RAILS WEST OF THE BOX BUTTE-SHERIDAN COUNTY
 NP0169'LINE, SOUTH OF BIRDSELL SIDING, NEAR THE EAST SWITCH, 49.3 FEET
 NP0169'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 2.8 FEET SOUTHEAST OF A
 NP0169'FENCE CORNER, 2.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3.0
 NP0169'FEET EAST OF A 4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE
 NP0169'GROUND.  A STANDARD DISK, STAMPED D 61 1934 AND SET IN THE
 NP0169'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0286 ***********************************************************************
 NO0286  DESIGNATION -  D 62
 NO0286  PID         -  NO0286
 NO0286  STATE/COUNTY-  NE/GRANT
 NO0286  USGS QUAD   -  ASHBY (1989)
 NO0286
 NO0286                         *CURRENT SURVEY CONTROL
 NO0286  ___________________________________________________________________
 NO0286* NAD 83(1986)-  42 01 22.     (N)    101 58 55.     (W)     SCALED    
 NO0286* NAVD 88     -      1187.251  (meters)    3895.17   (feet)  ADJUSTED  
 NO0286  ___________________________________________________________________
 NO0286  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 NO0286  DYNAMIC HT  -        1186.573 (meters)    3892.95  (feet)  COMP
 NO0286  MODELED GRAV-     980,009.5   (mgal)                       NAVD 88
 NO0286
 NO0286  VERT ORDER  -  SECOND    CLASS 0
 NO0286
 NO0286.The horizontal coordinates were scaled from a topographic map and have
 NO0286.an estimated accuracy of +/- 6 seconds.
 NO0286
 NO0286.The orthometric height was determined by differential leveling
 NO0286.and adjusted by the National Geodetic Survey in June 1991..
 NO0286
 NO0286.The geoid height was determined by GEOID03.
 NO0286
 NO0286.The dynamic height is computed by dividing the NAVD 88
 NO0286.geopotential number by the normal gravity value computed on the
 NO0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0286.degrees latitude (g = 980.6199 gals.).
 NO0286
 NO0286.The modeled gravity was interpolated from observed gravity values.
 NO0286
 NO0286;                    North         East    Units  Estimated Accuracy
 NO0286;SPC NE       -   244,970.      335,920.      MT  (+/- 180 meters Scaled)
 NO0286
 NO0286                          SUPERSEDED SURVEY CONTROL
 NO0286
 NO0286  NGVD 29 (??/??/92) 1186.737  (m)         3893.49   (f) ADJ UNCH    2 0
 NO0286
 NO0286.Superseded values are not recommended for survey control.
 NO0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0286.See file dsdata.txt to determine how the superseded data were derived.
 NO0286
 NO0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM531566(NAD 83)
 NO0286_MARKER: DB = BENCH MARK DISK
 NO0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0286_STAMPING: D 62 1934
 NO0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0286+STABILITY: SURFACE MOTION
 NO0286
 NO0286  HISTORY     - Date     Condition        Report By
 NO0286  HISTORY     - 1934     MONUMENTED       CGS
 NO0286
 NO0286                          STATION DESCRIPTION
 NO0286
 NO0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0286'2.8 MI W FROM ASHBY.
 NO0286'2.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0286'FROM THE STATION AT ASHBY, GRANT COUNTY, 37 RAILS SOUTHWEST OF
 NO0286'MILEPOST 318, 55 YARDS SOUTHWEST OF THE TOP OF A HILL, 45.5
 NO0286'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET HIGHER
 NO0286'THAN THE TRACK.  A STANDARD DISK, STAMPED D 62 1934 AND SET IN
 NO0286'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0109 ***********************************************************************
 NO0109  DESIGNATION -  D 63
 NO0109  PID         -  NO0109
 NO0109  STATE/COUNTY-  NE/HOOKER
 NO0109  USGS QUAD   -  SENECA SW (1988)
 NO0109
 NO0109                         *CURRENT SURVEY CONTROL
 NO0109  ___________________________________________________________________
 NO0109* NAD 83(1986)-  42 02 33.     (N)    100 54 00.     (W)     SCALED    
 NO0109* NAVD 88     -       920.954  (meters)    3021.50   (feet)  ADJUSTED  
 NO0109  ___________________________________________________________________
 NO0109  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 NO0109  DYNAMIC HT  -         920.467 (meters)    3019.90  (feet)  COMP
 NO0109  MODELED GRAV-     980,062.0   (mgal)                       NAVD 88
 NO0109
 NO0109  VERT ORDER  -  SECOND    CLASS 0
 NO0109
 NO0109.The horizontal coordinates were scaled from a topographic map and have
 NO0109.an estimated accuracy of +/- 6 seconds.
 NO0109
 NO0109.The orthometric height was determined by differential leveling
 NO0109.and adjusted by the National Geodetic Survey in June 1991..
 NO0109
 NO0109.The geoid height was determined by GEOID03.
 NO0109
 NO0109.The dynamic height is computed by dividing the NAVD 88
 NO0109.geopotential number by the normal gravity value computed on the
 NO0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0109.degrees latitude (g = 980.6199 gals.).
 NO0109
 NO0109.The modeled gravity was interpolated from observed gravity values.
 NO0109
 NO0109;                    North         East    Units  Estimated Accuracy
 NO0109;SPC NE       -   245,670.      425,510.      MT  (+/- 180 meters Scaled)
 NO0109
 NO0109                          SUPERSEDED SURVEY CONTROL
 NO0109
 NO0109  NGVD 29 (??/??/92)  920.612  (m)         3020.37   (f) ADJ UNCH    2 0
 NO0109
 NO0109.Superseded values are not recommended for survey control.
 NO0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0109.See file dsdata.txt to determine how the superseded data were derived.
 NO0109
 NO0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM427562(NAD 83)
 NO0109_MARKER: DB = BENCH MARK DISK
 NO0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0109_STAMPING: D 63 1934
 NO0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0109+STABILITY: SURFACE MOTION
 NO0109
 NO0109  HISTORY     - Date     Condition        Report By
 NO0109  HISTORY     - 1934     MONUMENTED       CGS
 NO0109  HISTORY     - 19851008 MARK NOT FOUND   USPSQD
 NO0109
 NO0109                          STATION DESCRIPTION
 NO0109
 NO0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0109'3.7 MI W FROM SENECA.
 NO0109'IN HOOKER COUNTY, 3.7 MILES WEST ALONG THE CHICAGO, BURLINGTON
 NO0109'AND QUINCY RAILROAD FROM THE STATION AT SENECA, THOMAS COUNTY,
 NO0109'38 RAILS WEST OF MILEPOST 261, AT MILEAGE 261.25, AT THE WEST
 NO0109'END OF A CUT, ON THE WEST ONE OF SEVERAL SMALL KNOLLS, AND 40.8
 NO0109'FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED D 63 1934
 NO0109'AND SET IN THE TOP OF A CONCRETE POST.
 NO0109
 NO0109                          STATION RECOVERY (1985)
 NO0109
 NO0109'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 NO0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0011 ***********************************************************************
 MM0011  FBN         -  This is a Federal Base Network Control Station.
 MM0011  DESIGNATION -  D 64
 MM0011  PID         -  MM0011
 MM0011  STATE/COUNTY-  NE/BLAINE
 MM0011  USGS QUAD   -  DUNNING SW (1986)
 MM0011
 MM0011                         *CURRENT SURVEY CONTROL
 MM0011  ___________________________________________________________________
 MM0011* NAD 83(1995)-  41 51 37.88970(N)    100 10 38.74264(W)     ADJUSTED  
 MM0011* NAVD 88     -       809.930  (meters)    2657.25   (feet)  ADJUSTED  
 MM0011  ___________________________________________________________________
 MM0011  X           -    -840,713.335 (meters)                     COMP
 MM0011  Y           -  -4,683,072.888 (meters)                     COMP
 MM0011  Z           -   4,234,604.272 (meters)                     COMP
 MM0011  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 MM0011  ELLIP HEIGHT-         787.73  (meters)          (07/10/01) GPS OBS
 MM0011  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 MM0011  DYNAMIC HT  -         809.517 (meters)    2655.89  (feet)  COMP
 MM0011  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 MM0011
 MM0011  HORZ ORDER  -  B
 MM0011  VERT ORDER  -  SECOND    CLASS 0
 MM0011  ELLP ORDER  -  FOURTH    CLASS I
 MM0011
 MM0011.The horizontal coordinates were established by GPS observations
 MM0011.and adjusted by the National Geodetic Survey in June 1996..
 MM0011
 MM0011.The orthometric height was determined by differential leveling
 MM0011.and adjusted by the National Geodetic Survey in June 1991..
 MM0011.WARNING-GPS observations at this control monument resulted in a GPS
 MM0011.derived orthometric height which differed from the leveled height by
 MM0011.more than one decimeter (0.1 meter).
 MM0011
 MM0011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0011
 MM0011.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0011
 MM0011.The ellipsoidal height was determined by GPS observations
 MM0011.and is referenced to NAD 83.
 MM0011
 MM0011.The geoid height was determined by GEOID03.
 MM0011
 MM0011.The dynamic height is computed by dividing the NAVD 88
 MM0011.geopotential number by the normal gravity value computed on the
 MM0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0011.degrees latitude (g = 980.6199 gals.).
 MM0011
 MM0011.The modeled gravity was interpolated from observed gravity values.
 MM0011
 MM0011;                    North         East     Units Scale Factor Converg.
 MM0011;SPC NE       -   225,086.197   485,272.614   MT  0.99967771   -0 07 03.3
 MM0011;UTM  14      - 4,634,960.779   402,274.757   MT  0.99971752   -0 47 08.8
 MM0011
 MM0011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0011!SPC NE       -   0.99987646  x   0.99967771  =   0.99955421
 MM0011!UTM  14      -   0.99987646  x   0.99971752  =   0.99959402
 MM0011
 MM0011                          SUPERSEDED SURVEY CONTROL
 MM0011
 MM0011  ELLIP H (06/25/96)  787.75   (m)                       GP(       ) 1 1
 MM0011  NAVD 88 (07/10/01)  809.93   (m)         2657.2    (f) LEVELING    3  
 MM0011  NGVD 29 (??/??/92)  809.638  (m)         2656.29   (f) ADJ UNCH    2 0
 MM0011
 MM0011.Superseded values are not recommended for survey control.
 MM0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0011.See file dsdata.txt to determine how the superseded data were derived.
 MM0011
 MM0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM0227534961(NAD 83)
 MM0011_MARKER: DB = BENCH MARK DISK
 MM0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0011_STAMPING: D 64 1934
 MM0011_MARK LOGO: CGS   
 MM0011_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MM0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0011+STABILITY: SURFACE MOTION
 MM0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0011+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2000
 MM0011
 MM0011  HISTORY     - Date     Condition        Report By
 MM0011  HISTORY     - 1934     MONUMENTED       CGS
 MM0011  HISTORY     - 19950524 GOOD             NGS
 MM0011  HISTORY     - 20000510 GOOD             NGS
 MM0011  HISTORY     - 20030828 POOR             NEDR
 MM0011
 MM0011                          STATION DESCRIPTION
 MM0011
 MM0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0011'4.1 MI NW FROM DUNNING.
 MM0011'4.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0011'RAILROAD FROM THE STATION AT DUNNING, BLAINE COUNTY, AT MILEAGE
 MM0011'219.55, AT THE TOP OF A SMALL KNOLL, AT THE POINT OF DEPARTURE
 MM0011'OF THE HIGHWAY, 57.5 FEET NORTH OF THE NORTH RAIL, AND 18.5
 MM0011'FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED D 64 1934
 MM0011'AND SET IN THE TOP OF A CONCRETE POST.
 MM0011
 MM0011                          STATION RECOVERY (1995)
 MM0011
 MM0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MM0011'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHEAST OF HALSEY, 4.25 MI
 MM0011'(6.84 KM) NORTHWEST OF DUNNING, BETWEEN STATE HIGHWAY 2 AND THE
 MM0011'BURLINGTON NORTHERN RAILROAD, ON RAILROAD RIGHT-OF-WAY, ABOUT 200 FT
 MM0011'(61.0 M) NORTHEAST AND ACROSS THE TRACKS FROM A Y-FENCE CORNER AND A
 MM0011'METAL GATE AND IN THE SE1/4, SEC23, T22N, R25W.  TO REACH THE MARK
 MM0011'FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 91 AT THE NORTHWEST SIDE OF
 MM0011'DUNNING, GO NORTHWEST ON THE HIGHWAY FOR 4.45 MI (7.16 KM) TO THE MARK
 MM0011'ON THE LEFT.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE
 MM0011'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 125.4 FT (38.2 M) WEST
 MM0011'OF A GUYED UTILITY POLE, 96.5 FT (29.4 M) SOUTH OF THE CENTERLINE OF
 MM0011'THE HIGHWAY, 57.3 FT (17.5 M) NORTH OF THE NORTH RAIL, 22.4 FT (6.8 M)
 MM0011'NORTHEAST OF A UTILITY POLE, 3.0 FT (0.9 M) WEST OF A FIBERGLASS
 MM0011'WITNESS POST, 1.2 FT (0.4 M) EAST OF A PLASTIC WITNESS POST AND IS
 MM0011'ABOUT LEVEL WITH THE TRACKS.  REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF
 MM0011'THE MARK.
 MM0011
 MM0011                          STATION RECOVERY (2000)
 MM0011
 MM0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 MM0011'RECOVERED AS DESCRIBED.
 MM0011
 MM0011                          STATION RECOVERY (2003)
 MM0011
 MM0011'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (PS)
 MM0011'MARK FOUND LEANING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0176 ***********************************************************************
 MM0176  DESIGNATION -  D 65
 MM0176  PID         -  MM0176
 MM0176  STATE/COUNTY-  NE/LOGAN
 MM0176  USGS QUAD   -  CODY LAKE (1986)
 MM0176
 MM0176                         *CURRENT SURVEY CONTROL
 MM0176  ___________________________________________________________________
 MM0176* NAD 83(1986)-  41 34 43.     (N)    100 32 10.     (W)     SCALED    
 MM0176* NAVD 88     -       921.497  (meters)    3023.28   (feet)  ADJUSTED  
 MM0176  ___________________________________________________________________
 MM0176  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 MM0176  DYNAMIC HT  -         920.988 (meters)    3021.61  (feet)  COMP
 MM0176  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 MM0176
 MM0176  VERT ORDER  -  SECOND    CLASS 0
 MM0176
 MM0176.The horizontal coordinates were scaled from a topographic map and have
 MM0176.an estimated accuracy of +/- 6 seconds.
 MM0176
 MM0176.The orthometric height was determined by differential leveling
 MM0176.and adjusted by the National Geodetic Survey in June 1991..
 MM0176
 MM0176.The geoid height was determined by GEOID03.
 MM0176
 MM0176.The dynamic height is computed by dividing the NAVD 88
 MM0176.geopotential number by the normal gravity value computed on the
 MM0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0176.degrees latitude (g = 980.6199 gals.).
 MM0176
 MM0176.The modeled gravity was interpolated from observed gravity values.
 MM0176
 MM0176;                    North         East    Units  Estimated Accuracy
 MM0176;SPC NE       -   193,910.      455,310.      MT  (+/- 180 meters Scaled)
 MM0176
 MM0176                          SUPERSEDED SURVEY CONTROL
 MM0176
 MM0176  NGVD 29 (??/??/92)  921.186  (m)         3022.26   (f) ADJ UNCH    2 0
 MM0176
 MM0176.Superseded values are not recommended for survey control.
 MM0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0176.See file dsdata.txt to determine how the superseded data were derived.
 MM0176
 MM0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM719041(NAD 83)
 MM0176_MARKER: DB = BENCH MARK DISK
 MM0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0176_STAMPING: D 65 1934
 MM0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0176+STABILITY: SURFACE MOTION
 MM0176
 MM0176  HISTORY     - Date     Condition        Report By
 MM0176  HISTORY     - 1934     MONUMENTED       CGS
 MM0176  HISTORY     - 1949     MARK NOT FOUND   NGS
 MM0176  HISTORY     - 19851031 MARK NOT FOUND   USPSQD
 MM0176
 MM0176                          STATION DESCRIPTION
 MM0176
 MM0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0176'8 MI N FROM STAPLETON.
 MM0176'ABOUT 8.0 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0176'PACIFIC RAILROAD STATION AT STAPLETON, LOGAN COUNTY, AT A SMALL
 MM0176'CUT THROUGH A LARGE BASIN, ABOUT 62.8 FEET SOUTH OF THE TOP
 MM0176'OF A HILL, AND 48.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 MM0176'A STANDARD DISK, STAMPED D 65 1934 AND SET IN THE TOP OF A
 MM0176'CONCRETE POST.
 MM0176
 MM0176                          STATION RECOVERY (1949)
 MM0176
 MM0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 MM0176'MARK NOT FOUND.
 MM0176
 MM0176                          STATION RECOVERY (1985)
 MM0176
 MM0176'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 MM0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0090 ***********************************************************************
 MM0090  DESIGNATION -  D 7
 MM0090  PID         -  MM0090
 MM0090  STATE/COUNTY-  NE/LINCOLN
 MM0090  USGS QUAD   -  MAXWELL (1970)
 MM0090
 MM0090                         *CURRENT SURVEY CONTROL
 MM0090  ___________________________________________________________________
 MM0090* NAD 83(1986)-  41 05 57.     (N)    100 35 37.     (W)     SCALED    
 MM0090* NAVD 88     -       834.976  (meters)    2739.42   (feet)  ADJUSTED  
 MM0090  ___________________________________________________________________
 MM0090  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 MM0090  DYNAMIC HT  -         834.478 (meters)    2737.78  (feet)  COMP
 MM0090  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 MM0090
 MM0090  VERT ORDER  -  FIRST     CLASS II
 MM0090
 MM0090.The horizontal coordinates were scaled from a topographic map and have
 MM0090.an estimated accuracy of +/- 6 seconds.
 MM0090
 MM0090.The orthometric height was determined by differential leveling
 MM0090.and adjusted by the National Geodetic Survey in June 1991..
 MM0090
 MM0090.The geoid height was determined by GEOID03.
 MM0090
 MM0090.The dynamic height is computed by dividing the NAVD 88
 MM0090.geopotential number by the normal gravity value computed on the
 MM0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0090.degrees latitude (g = 980.6199 gals.).
 MM0090
 MM0090.The modeled gravity was interpolated from observed gravity values.
 MM0090
 MM0090;                    North         East    Units  Estimated Accuracy
 MM0090;SPC NE       -   140,710.      450,150.      MT  (+/- 180 meters Scaled)
 MM0090
 MM0090                          SUPERSEDED SURVEY CONTROL
 MM0090
 MM0090  NGVD 29 (02/14/92)  834.625  (m)         2738.27   (f) ADJUSTED    1 2
 MM0090
 MM0090.Superseded values are not recommended for survey control.
 MM0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0090.See file dsdata.txt to determine how the superseded data were derived.
 MM0090
 MM0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL661509(NAD 83)
 MM0090_MARKER: DB = BENCH MARK DISK
 MM0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0090_SP_SET: CONCRETE POST
 MM0090_STAMPING: D 7 1933 2738.420
 MM0090_MARK LOGO: CGS   
 MM0090_PROJECTION: RECESSED 35 CENTIMETERS
 MM0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0090+STABILITY: SURFACE MOTION
 MM0090
 MM0090  HISTORY     - Date     Condition        Report By
 MM0090  HISTORY     - 1933     MONUMENTED       CGS
 MM0090  HISTORY     - 1986     GOOD             NGS
 MM0090
 MM0090                          STATION DESCRIPTION
 MM0090
 MM0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0090'4 MI NW FROM MAXWELL.
 MM0090'ABOUT 4.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD
 MM0090'FROM MAXWELL, LINCOLN COUNTY, ABOUT 26 POLES SOUTHEAST OF
 MM0090'MILEPOST 275, AT THE EAST END OF KEITH SIDING, ABOUT 125 FEET
 MM0090'NORTHWEST OF SEMAPHORE 274.6, AT A ROAD CROSSING, 68 FEET WEST
 MM0090'OF THE CENTER LINE OF THE ROAD, 40.7 FEET NORTH OF THE NORTH
 MM0090'RAIL OF THE NORTH MAIN TRACK, AND 57 FEET SOUTH OF THE NORTH
 MM0090'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2738.420 D 7 1933
 MM0090'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 MM0090'ABOVE GROUND.
 MM0090
 MM0090                          STATION RECOVERY (1986)
 MM0090
 MM0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0090'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.85 KM (4.3
 MM0090'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE PUBLIC SCHOOL AT MAXWELL,
 MM0090'0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST 187, 54.4 METERS (178.5 FT)
 MM0090'NORTHEAST ACROSS THE UNION PACIFIC RAILROAD FROM THE HIGHWAY
 MM0090'CENTERLINE, 17.4 METERS (57 FT) SOUTHWEST OF THE RAILROAD RIGHT OF WAY
 MM0090'FENCE, 12.3 METERS (40.5 FT) NORTHEAST OF THE NORTHEAST RAIL AND
 MM0090'5.2 METERS (17 FT) SOUTHEAST OF THE 1ST POLE NORTHWEST OF A RAILROAD
 MM0090'1/2 MILEPOLE.
 MM0090'THE MARK IS 0.1 METERS  NE FROM  A WITNESS POST
 MM0090'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0526 ***********************************************************************
 ML0526  DESIGNATION -  D 71
 ML0526  PID         -  ML0526
 ML0526  STATE/COUNTY-  NE/GARFIELD
 ML0526  USGS QUAD   -  GABLES SW (1985)
 ML0526
 ML0526                         *CURRENT SURVEY CONTROL
 ML0526  ___________________________________________________________________
 ML0526* NAD 83(1986)-  41 47 02.     (N)    098 53 41.     (W)     SCALED    
 ML0526* NAVD 88     -       680.851  (meters)    2233.76   (feet)  ADJUSTED  
 ML0526  ___________________________________________________________________
 ML0526  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 ML0526  DYNAMIC HT  -         680.518 (meters)    2232.67  (feet)  COMP
 ML0526  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 ML0526
 ML0526  VERT ORDER  -  SECOND    CLASS 0
 ML0526
 ML0526.The horizontal coordinates were scaled from a topographic map and have
 ML0526.an estimated accuracy of +/- 6 seconds.
 ML0526
 ML0526.The orthometric height was determined by differential leveling
 ML0526.and adjusted by the National Geodetic Survey in June 1991..
 ML0526
 ML0526.The geoid height was determined by GEOID03.
 ML0526
 ML0526.The dynamic height is computed by dividing the NAVD 88
 ML0526.geopotential number by the normal gravity value computed on the
 ML0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0526.degrees latitude (g = 980.6199 gals.).
 ML0526
 ML0526.The modeled gravity was interpolated from observed gravity values.
 ML0526
 ML0526;                    North         East    Units  Estimated Accuracy
 ML0526;SPC NE       -   217,150.      591,850.      MT  (+/- 180 meters Scaled)
 ML0526
 ML0526                          SUPERSEDED SURVEY CONTROL
 ML0526
 ML0526  NGVD 29 (??/??/92)  680.587  (m)         2232.89   (f) ADJ UNCH    2 0
 ML0526
 ML0526.Superseded values are not recommended for survey control.
 ML0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0526.See file dsdata.txt to determine how the superseded data were derived.
 ML0526
 ML0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM087257(NAD 83)
 ML0526_MARKER: DB = BENCH MARK DISK
 ML0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0526_STAMPING: D-71-1935
 ML0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0526+STABILITY: SURFACE MOTION
 ML0526
 ML0526  HISTORY     - Date     Condition        Report By
 ML0526  HISTORY     - 1935     MONUMENTED       CGS
 ML0526  HISTORY     - 1938     MARK NOT FOUND   NGS
 ML0526
 ML0526                          STATION DESCRIPTION
 ML0526
 ML0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0526'13 MI E FROM BURWELL.
 ML0526'13.0 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0526'HIGHWAY 53 BETWEEN BARTLETT AND BURWELL, AT PLACE WHERE THE
 ML0526'HIGHWAY CURVES TO THE SOUTH AND LOCAL ROAD INTERSECTS, 29.5 FEET
 ML0526'NORTH OF THE CENTER LINE OF THE HIGHWAY, 31.0 FEET WEST OF THE
 ML0526'CENTER LINE OF INTERSECTING ROAD, AND 65 FEET NORTHWEST OF
 ML0526'THE CENTER LINE OF FARM DRIVE WHICH LEADS TO THE BUILDINGS OF
 ML0526'E. HALLOCK.
 ML0526
 ML0526                          STATION RECOVERY (1938)
 ML0526
 ML0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 ML0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0869 ***********************************************************************
 ML0869  DESIGNATION -  D 72
 ML0869  PID         -  ML0869
 ML0869  STATE/COUNTY-  NE/LOUP
 ML0869  USGS QUAD   -  ALMERIA (1978)
 ML0869
 ML0869                         *CURRENT SURVEY CONTROL
 ML0869  ___________________________________________________________________
 ML0869* NAD 83(1986)-  41 52 06.     (N)    099 35 27.     (W)     SCALED    
 ML0869* NAVD 88     -       720.399  (meters)    2363.51   (feet)  ADJUSTED  
 ML0869  ___________________________________________________________________
 ML0869  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 ML0869  DYNAMIC HT  -         720.054 (meters)    2362.38  (feet)  COMP
 ML0869  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 ML0869
 ML0869  VERT ORDER  -  SECOND    CLASS 0
 ML0869
 ML0869.The horizontal coordinates were scaled from a topographic map and have
 ML0869.an estimated accuracy of +/- 6 seconds.
 ML0869
 ML0869.The orthometric height was determined by differential leveling
 ML0869.and adjusted by the National Geodetic Survey in June 1991..
 ML0869
 ML0869.The geoid height was determined by GEOID03.
 ML0869
 ML0869.The dynamic height is computed by dividing the NAVD 88
 ML0869.geopotential number by the normal gravity value computed on the
 ML0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0869.degrees latitude (g = 980.6199 gals.).
 ML0869
 ML0869.The modeled gravity was interpolated from observed gravity values.
 ML0869
 ML0869;                    North         East    Units  Estimated Accuracy
 ML0869;SPC NE       -   226,020.      533,960.      MT  (+/- 180 meters Scaled)
 ML0869
 ML0869                          SUPERSEDED SURVEY CONTROL
 ML0869
 ML0869  NGVD 29 (??/??/92)  720.132  (m)         2362.63   (f) ADJ UNCH    2 0
 ML0869
 ML0869.Superseded values are not recommended for survey control.
 ML0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0869.See file dsdata.txt to determine how the superseded data were derived.
 ML0869
 ML0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM509353(NAD 83)
 ML0869_MARKER: DB = BENCH MARK DISK
 ML0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0869_STAMPING: D-72 1935
 ML0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0869+STABILITY: SURFACE MOTION
 ML0869
 ML0869  HISTORY     - Date     Condition        Report By
 ML0869  HISTORY     - 1935     MONUMENTED       CGS
 ML0869  HISTORY     - 1938     GOOD             NGS
 ML0869
 ML0869                          STATION DESCRIPTION
 ML0869
 ML0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0869'5.5 MI NW FROM ALMERIA.
 ML0869'5.5 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY.  ALONG STATE
 ML0869'HIGHWAY 53 BETWEEN TAYLOR AND BREWSTER, 0.2 MILE SOUTHEAST OF
 ML0869'BRIDGE OVER LOUP RIVER, 120.3 FEET SOUTH OF THE SOUTHEAST CORNER
 ML0869'OF SCHOOLHOUSE (DISTRICT NO. 7), 42.0 FEET WEST OF THE CENTER
 ML0869'LINE OF THE HIGHWAY, AND 16.9 FEET WEST OF RIGHT OF WAY FENCE.
 ML0869
 ML0869                          STATION RECOVERY (1938)
 ML0869
 ML0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 ML0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0183 ***********************************************************************
 NO0183  DESIGNATION -  D 73
 NO0183  PID         -  NO0183
 NO0183  STATE/COUNTY-  NE/CHERRY
 NO0183  USGS QUAD   -  SIMEON (1985)
 NO0183
 NO0183                         *CURRENT SURVEY CONTROL
 NO0183  ___________________________________________________________________
 NO0183* NAD 83(1986)-  42 30 35.     (N)    100 39 59.     (W)     SCALED    
 NO0183* NAVD 88     -       900.957  (meters)    2955.89   (feet)  ADJUSTED  
 NO0183  ___________________________________________________________________
 NO0183  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 NO0183  DYNAMIC HT  -         900.533 (meters)    2954.50  (feet)  COMP
 NO0183  MODELED GRAV-     980,119.8   (mgal)                       NAVD 88
 NO0183
 NO0183  VERT ORDER  -  SECOND    CLASS 0
 NO0183
 NO0183.The horizontal coordinates were scaled from a topographic map and have
 NO0183.an estimated accuracy of +/- 6 seconds.
 NO0183
 NO0183.The orthometric height was determined by differential leveling
 NO0183.and adjusted by the National Geodetic Survey in June 1991..
 NO0183
 NO0183.The geoid height was determined by GEOID03.
 NO0183
 NO0183.The dynamic height is computed by dividing the NAVD 88
 NO0183.geopotential number by the normal gravity value computed on the
 NO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0183.degrees latitude (g = 980.6199 gals.).
 NO0183
 NO0183.The modeled gravity was interpolated from observed gravity values.
 NO0183
 NO0183;                    North         East    Units  Estimated Accuracy
 NO0183;SPC NE       -   297,370.      445,240.      MT  (+/- 180 meters Scaled)
 NO0183
 NO0183                          SUPERSEDED SURVEY CONTROL
 NO0183
 NO0183  NGVD 29 (??/??/92)  900.640  (m)         2954.85   (f) ADJ UNCH    2 0
 NO0183
 NO0183.Superseded values are not recommended for survey control.
 NO0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0183.See file dsdata.txt to determine how the superseded data were derived.
 NO0183
 NO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN630077(NAD 83)
 NO0183_MARKER: DB = BENCH MARK DISK
 NO0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0183_STAMPING: D 73 1934
 NO0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0183+STABILITY: SURFACE MOTION
 NO0183
 NO0183  HISTORY     - Date     Condition        Report By
 NO0183  HISTORY     - 1934     MONUMENTED       CGS
 NO0183
 NO0183                          STATION DESCRIPTION
 NO0183
 NO0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0183'6.5 MI NE FROM CONTERRA.
 NO0183'ABOUT 6.5 MILES NORTHEAST ALONG THE SIMEON ROAD FROM THE POST
 NO0183'OFFICE AT CONTERRA, CHERRY COUNTY, NEAR THE SOUTHEAST CORNER
 NO0183'OF A DESERTED RANCHHOUSE YARD, 25 FEET WEST OF THE CENTER LINE
 NO0183'OF THE ROAD, 3 FEET NORTHEAST OF A FENCE CORNER, AND 2.5 FEET
 NO0183'EAST OF THE FENCE.  A STANDARD DISK, STAMPED D 73 1934 AND
 NO0183'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0016 ***********************************************************************
 MN0016  DESIGNATION -  D 74
 MN0016  PID         -  MN0016
 MN0016  STATE/COUNTY-  NE/GARDEN
 MN0016  USGS QUAD   -  MUMPER (1986)
 MN0016
 MN0016                         *CURRENT SURVEY CONTROL
 MN0016  ___________________________________________________________________
 MN0016* NAD 83(1986)-  41 50 28.     (N)    102 22 55.     (W)     SCALED    
 MN0016* NAVD 88     -      1175.727  (meters)    3857.36   (feet)  ADJUSTED  
 MN0016  ___________________________________________________________________
 MN0016  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 MN0016  DYNAMIC HT  -        1175.024 (meters)    3855.06  (feet)  COMP
 MN0016  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 MN0016
 MN0016  VERT ORDER  -  SECOND    CLASS 0
 MN0016
 MN0016.The horizontal coordinates were scaled from a topographic map and have
 MN0016.an estimated accuracy of +/- 6 seconds.
 MN0016
 MN0016.The orthometric height was determined by differential leveling
 MN0016.and adjusted by the National Geodetic Survey in June 1991..
 MN0016
 MN0016.The geoid height was determined by GEOID03.
 MN0016
 MN0016.The dynamic height is computed by dividing the NAVD 88
 MN0016.geopotential number by the normal gravity value computed on the
 MN0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0016.degrees latitude (g = 980.6199 gals.).
 MN0016
 MN0016.The modeled gravity was interpolated from observed gravity values.
 MN0016
 MN0016;                    North         East    Units  Estimated Accuracy
 MN0016;SPC NE       -   225,640.      302,250.      MT  (+/- 180 meters Scaled)
 MN0016
 MN0016                          SUPERSEDED SURVEY CONTROL
 MN0016
 MN0016  NGVD 29 (??/??/92) 1175.187  (m)         3855.59   (f) ADJ UNCH    2 0
 MN0016
 MN0016.Superseded values are not recommended for survey control.
 MN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0016.See file dsdata.txt to determine how the superseded data were derived.
 MN0016
 MN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG173354(NAD 83)
 MN0016_MARKER: DB = BENCH MARK DISK
 MN0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0016_STAMPING: D 74 1934
 MN0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0016+STABILITY: SURFACE MOTION
 MN0016
 MN0016  HISTORY     - Date     Condition        Report By
 MN0016  HISTORY     - 1934     MONUMENTED       CGS
 MN0016  HISTORY     - 1938     GOOD             NGS
 MN0016
 MN0016                          STATION DESCRIPTION
 MN0016
 MN0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0016'21.4 MI S FROM ELLSWORTH.
 MN0016'IN GARDEN COUNTY, 21.4 MILES SOUTH ALONG STATE HIGHWAY 27 AND
 MN0016'THE MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0016'STATION AT ELLSWORTH, SHERIDAN COUNTY, 7.5 MILES NORTH OF THE
 MN0016'POST OFFICE AT MUMPER, 24 FEET SOUTH OF THE CENTER OF AN AUTO
 MN0016'GATE, AND 2 FEET WEST OF A NORTH-AND-SOUTH FENCE.  A STANDARD
 MN0016'DISK, STAMPED D 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0016
 MN0016                          STATION RECOVERY (1938)
 MN0016
 MN0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MN0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0086 ***********************************************************************
 NP0086  DESIGNATION -  D 75
 NP0086  PID         -  NP0086
 NP0086  STATE/COUNTY-  NE/SHERIDAN
 NP0086  USGS QUAD   -  ARGO HILL (1989)
 NP0086
 NP0086                         *CURRENT SURVEY CONTROL
 NP0086  ___________________________________________________________________
 NP0086* NAD 83(1986)-  42 21 29.     (N)    102 09 14.     (W)     SCALED    
 NP0086* NAVD 88     -      1182.851  (meters)    3880.74   (feet)  ADJUSTED  
 NP0086  ___________________________________________________________________
 NP0086  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 NP0086  DYNAMIC HT  -        1182.223 (meters)    3878.68  (feet)  COMP
 NP0086  MODELED GRAV-     980,049.3   (mgal)                       NAVD 88
 NP0086
 NP0086  VERT ORDER  -  SECOND    CLASS 0
 NP0086
 NP0086.The horizontal coordinates were scaled from a topographic map and have
 NP0086.an estimated accuracy of +/- 6 seconds.
 NP0086
 NP0086.The orthometric height was determined by differential leveling
 NP0086.and adjusted by the National Geodetic Survey in June 1991..
 NP0086
 NP0086.The geoid height was determined by GEOID03.
 NP0086
 NP0086.The dynamic height is computed by dividing the NAVD 88
 NP0086.geopotential number by the normal gravity value computed on the
 NP0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0086.degrees latitude (g = 980.6199 gals.).
 NP0086
 NP0086.The modeled gravity was interpolated from observed gravity values.
 NP0086
 NP0086;                    North         East    Units  Estimated Accuracy
 NP0086;SPC NE       -   282,530.      322,610.      MT  (+/- 180 meters Scaled)
 NP0086
 NP0086                          SUPERSEDED SURVEY CONTROL
 NP0086
 NP0086  NGVD 29 (??/??/92) 1182.326  (m)         3879.01   (f) ADJ UNCH    2 0
 NP0086
 NP0086.Superseded values are not recommended for survey control.
 NP0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0086.See file dsdata.txt to determine how the superseded data were derived.
 NP0086
 NP0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG343934(NAD 83)
 NP0086_MARKER: DB = BENCH MARK DISK
 NP0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0086_STAMPING: D 75 1934
 NP0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0086+STABILITY: SURFACE MOTION
 NP0086
 NP0086  HISTORY     - Date     Condition        Report By
 NP0086  HISTORY     - 1934     MONUMENTED       CGS
 NP0086
 NP0086                          STATION DESCRIPTION
 NP0086
 NP0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0086'27 MI N FROM ELLSWORTH.
 NP0086'27.0 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0086'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0086'COUNTY, NEAR THE SOUTH SIDE OF THE FRITZ SANDOZ FARMHOUSE, 46
 NP0086'FEET WEST OF THE SOUTHEAST CORNER OF A FENCE AROUND THE HOUSE,
 NP0086'15 FEET NORTH OF THE HIGHWAY, AND 5 FEET SOUTH OF THE FENCE.
 NP0086'A STANDARD DISK, STAMPED D 75 1934 AND SET IN THE TOP OF A
 NP0086'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0227 ***********************************************************************
 MN0227  DESIGNATION -  D 76
 MN0227  PID         -  MN0227
 MN0227  STATE/COUNTY-  NE/KIMBALL
 MN0227  USGS QUAD   -  BUSHNELL (1972)
 MN0227
 MN0227                         *CURRENT SURVEY CONTROL
 MN0227  ___________________________________________________________________
 MN0227* NAD 83(1986)-  41 13 33.     (N)    103 54 02.     (W)     SCALED    
 MN0227* NAVD 88     -      1485.635  (meters)    4874.12   (feet)  ADJUSTED  
 MN0227  ___________________________________________________________________
 MN0227  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 MN0227  DYNAMIC HT  -        1484.519 (meters)    4870.46  (feet)  COMP
 MN0227  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 MN0227
 MN0227  VERT ORDER  -  SECOND    CLASS 0
 MN0227
 MN0227.The horizontal coordinates were scaled from a topographic map and have
 MN0227.an estimated accuracy of +/- 6 seconds.
 MN0227
 MN0227.The orthometric height was determined by differential leveling
 MN0227.and adjusted by the National Geodetic Survey in June 1991..
 MN0227
 MN0227.The geoid height was determined by GEOID03.
 MN0227
 MN0227.The dynamic height is computed by dividing the NAVD 88
 MN0227.geopotential number by the normal gravity value computed on the
 MN0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0227.degrees latitude (g = 980.6199 gals.).
 MN0227
 MN0227.The modeled gravity was interpolated from observed gravity values.
 MN0227
 MN0227;                    North         East    Units  Estimated Accuracy
 MN0227;SPC NE       -   161,980.      173,170.      MT  (+/- 180 meters Scaled)
 MN0227
 MN0227                          SUPERSEDED SURVEY CONTROL
 MN0227
 MN0227  NGVD 29 (??/??/92) 1484.893  (m)         4871.69   (f) ADJ UNCH    2 0
 MN0227
 MN0227.Superseded values are not recommended for survey control.
 MN0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0227.See file dsdata.txt to determine how the superseded data were derived.
 MN0227
 MN0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF921644(NAD 83)
 MN0227_MARKER: DB = BENCH MARK DISK
 MN0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0227_SP_SET: BRIDGE
 MN0227_STAMPING: D 76 1934
 MN0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0227
 MN0227  HISTORY     - Date     Condition        Report By
 MN0227  HISTORY     - 1934     MONUMENTED       CGS
 MN0227
 MN0227                          STATION DESCRIPTION
 MN0227
 MN0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0227'0.7 MI W FROM BUSHNELL.
 MN0227'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0227'AT BUSHNELL, KIMBALL COUNTY, 0.2 MILE WEST OF MILEPOST 457, AT
 MN0227'BRIDGE 157, IN THE TOP OF THE SOUTH CORNER OF THE SOUTHWEST
 MN0227'END, 7.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 6
 MN0227'INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 76 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0207 ***********************************************************************
 MN0207  DESIGNATION -  D 77
 MN0207  PID         -  MN0207
 MN0207  STATE/COUNTY-  NE/CHEYENNE
 MN0207  USGS QUAD   -  BROWNSON (1972)
 MN0207
 MN0207                         *CURRENT SURVEY CONTROL
 MN0207  ___________________________________________________________________
 MN0207* NAD 83(1986)-  41 08 42.     (N)    103 01 11.     (W)     SCALED    
 MN0207* NAVD 88     -      1260.881  (meters)    4136.74   (feet)  ADJUSTED  
 MN0207  ___________________________________________________________________
 MN0207  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 MN0207  DYNAMIC HT  -        1259.985 (meters)    4133.80  (feet)  COMP
 MN0207  MODELED GRAV-     979,869.3   (mgal)                       NAVD 88
 MN0207
 MN0207  VERT ORDER  -  SECOND    CLASS 0
 MN0207
 MN0207.The horizontal coordinates were scaled from a topographic map and have
 MN0207.an estimated accuracy of +/- 6 seconds.
 MN0207
 MN0207.The orthometric height was determined by differential leveling
 MN0207.and adjusted by the National Geodetic Survey in June 1991..
 MN0207
 MN0207.The geoid height was determined by GEOID03.
 MN0207
 MN0207.The dynamic height is computed by dividing the NAVD 88
 MN0207.geopotential number by the normal gravity value computed on the
 MN0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0207.degrees latitude (g = 980.6199 gals.).
 MN0207
 MN0207.The modeled gravity was interpolated from observed gravity values.
 MN0207
 MN0207;                    North         East    Units  Estimated Accuracy
 MN0207;SPC NE       -   150,050.      246,630.      MT  (+/- 180 meters Scaled)
 MN0207
 MN0207                          SUPERSEDED SURVEY CONTROL
 MN0207
 MN0207  NGVD 29 (??/??/92) 1260.280  (m)         4134.77   (f) ADJ UNCH    2 0
 MN0207
 MN0207.Superseded values are not recommended for survey control.
 MN0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0207.See file dsdata.txt to determine how the superseded data were derived.
 MN0207
 MN0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF661567(NAD 83)
 MN0207_MARKER: DB = BENCH MARK DISK
 MN0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0207_STAMPING: D 77 1934
 MN0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0207+STABILITY: SURFACE MOTION
 MN0207
 MN0207  HISTORY     - Date     Condition        Report By
 MN0207  HISTORY     - 1934     MONUMENTED       CGS
 MN0207  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0207  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0207
 MN0207                          STATION DESCRIPTION
 MN0207
 MN0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0207'2.8 MI W FROM SIDNEY.
 MN0207'2.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0207'AT SIDNEY, CHEYENNE COUNTY, 0.2 MILE EAST OF MILEPOST 410, 43.3
 MN0207'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET NORTHWEST OF A
 MN0207'FENCE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 MN0207'STAMPED D 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0207
 MN0207                          STATION RECOVERY (1972)
 MN0207
 MN0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0207'MARK NOT FOUND.
 MN0207
 MN0207                          STATION RECOVERY (1985)
 MN0207
 MN0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0207'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0546 ***********************************************************************
 MK0546  DESIGNATION -  D 78
 MK0546  PID         -  MK0546
 MK0546  STATE/COUNTY-  NE/SARPY
 MK0546  USGS QUAD   -  RALSTON (1984)
 MK0546
 MK0546                         *CURRENT SURVEY CONTROL
 MK0546  ___________________________________________________________________
 MK0546* NAD 83(1986)-  41 09 29.     (N)    096 02 32.     (W)     SCALED    
 MK0546* NAVD 88     -       313.711  (meters)    1029.23   (feet)  ADJUSTED  
 MK0546  ___________________________________________________________________
 MK0546  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 MK0546  DYNAMIC HT  -         313.581 (meters)    1028.81  (feet)  COMP
 MK0546  MODELED GRAV-     980,201.8   (mgal)                       NAVD 88
 MK0546
 MK0546  VERT ORDER  -  SECOND    CLASS 0
 MK0546
 MK0546.The horizontal coordinates were scaled from a topographic map and have
 MK0546.an estimated accuracy of +/- 6 seconds.
 MK0546
 MK0546.The orthometric height was determined by differential leveling
 MK0546.and adjusted by the National Geodetic Survey in June 1991..
 MK0546
 MK0546.The geoid height was determined by GEOID03.
 MK0546
 MK0546.The dynamic height is computed by dividing the NAVD 88
 MK0546.geopotential number by the normal gravity value computed on the
 MK0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0546.degrees latitude (g = 980.6199 gals.).
 MK0546
 MK0546.The modeled gravity was interpolated from observed gravity values.
 MK0546
 MK0546;                    North         East    Units  Estimated Accuracy
 MK0546;SPC NE       -   154,680.      831,970.      MT  (+/- 180 meters Scaled)
 MK0546
 MK0546                          SUPERSEDED SURVEY CONTROL
 MK0546
 MK0546  NGVD 29 (??/??/92)  313.602  (m)         1028.88   (f) ADJ UNCH    2 0
 MK0546
 MK0546.Superseded values are not recommended for survey control.
 MK0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0546.See file dsdata.txt to determine how the superseded data were derived.
 MK0546
 MK0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL481605(NAD 83)
 MK0546_MARKER: DB = BENCH MARK DISK
 MK0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0546_STAMPING: D 78 1934
 MK0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0546+STABILITY: SURFACE MOTION
 MK0546
 MK0546  HISTORY     - Date     Condition        Report By
 MK0546  HISTORY     - 1934     MONUMENTED       CGS
 MK0546  HISTORY     - 1972     GOOD             LOCSUR
 MK0546
 MK0546                          STATION DESCRIPTION
 MK0546
 MK0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0546'IN PAPILLION.
 MK0546'ALONG THE UNION PACIFIC RAILROAD BETWEEN GILMORE AND MILLARD,
 MK0546'NEBRASKA, IN PARK ACROSS THE TRACK FROM THE DEPOT AT PAPILLION,
 MK0546'132.8 FEET NORTHWEST OF NORTHWEST CORNER OF DEPOT, 77.1 FEET
 MK0546'NORTH OF NORTH RAIL, 10 FEET ABOVE TRACK LEVEL, AND 6.8 FEET
 MK0546'NORTHEAST OF TELEPHONE POLE.
 MK0546
 MK0546                          STATION RECOVERY (1972)
 MK0546
 MK0546'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 MK0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0372 ***********************************************************************
 LG0372  DESIGNATION -  D 80
 LG0372  PID         -  LG0372
 LG0372  STATE/COUNTY-  NE/LANCASTER
 LG0372  USGS QUAD   -  WALTON (1980)
 LG0372
 LG0372                         *CURRENT SURVEY CONTROL
 LG0372  ___________________________________________________________________
 LG0372* NAD 83(1986)-  40 52 20.     (N)    096 36 48.     (W)     SCALED    
 LG0372* NAVD 88     -       346.147  (meters)    1135.65   (feet)  ADJUSTED  
 LG0372  ___________________________________________________________________
 LG0372  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LG0372  DYNAMIC HT  -         346.000 (meters)    1135.17  (feet)  COMP
 LG0372  MODELED GRAV-     980,190.2   (mgal)                       NAVD 88
 LG0372
 LG0372  VERT ORDER  -  SECOND    CLASS 0
 LG0372
 LG0372.The horizontal coordinates were scaled from a topographic map and have
 LG0372.an estimated accuracy of +/- 6 seconds.
 LG0372
 LG0372.The orthometric height was determined by differential leveling
 LG0372.and adjusted by the National Geodetic Survey in June 1991..
 LG0372
 LG0372.The geoid height was determined by GEOID03.
 LG0372
 LG0372.The dynamic height is computed by dividing the NAVD 88
 LG0372.geopotential number by the normal gravity value computed on the
 LG0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0372.degrees latitude (g = 980.6199 gals.).
 LG0372
 LG0372.The modeled gravity was interpolated from observed gravity values.
 LG0372
 LG0372;                    North         East    Units  Estimated Accuracy
 LG0372;SPC NE       -   120,930.      785,330.      MT  (+/- 180 meters Scaled)
 LG0372
 LG0372                          SUPERSEDED SURVEY CONTROL
 LG0372
 LG0372  NGVD 29 (??/??/92)  346.046  (m)         1135.32   (f) ADJ UNCH    2 0
 LG0372
 LG0372.Superseded values are not recommended for survey control.
 LG0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0372.See file dsdata.txt to determine how the superseded data were derived.
 LG0372
 LG0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL011273(NAD 83)
 LG0372_MARKER: DB = BENCH MARK DISK
 LG0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0372_STAMPING: D 80 1935
 LG0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0372+STABILITY: SURFACE MOTION
 LG0372
 LG0372  HISTORY     - Date     Condition        Report By
 LG0372  HISTORY     - 1935     MONUMENTED       CGS
 LG0372  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0372
 LG0372                          STATION DESCRIPTION
 LG0372
 LG0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0372'1.8 MI NE FROM HAVELOCK.
 LG0372'1.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0372'RAILROAD FROM THE STATION AT HAVELOCK, LANCASTER COUNTY, 83.3
 LG0372'FEET EAST OF MILEPOST 53, 47.6 FEET SOUTHEAST OF THE SOUTHEAST
 LG0372'RAIL, 22.4 FEET SOUTH OF A POLE, AND ABOUT 5 FEET LOWER THAN THE
 LG0372'TRACK.  A STANDARD DISK, STAMPED D 80 1935 AND SET IN THE TOP
 LG0372'OF A CONCRETE POST.
 LG0372
 LG0372                          STATION RECOVERY (1964)
 LG0372
 LG0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0532 ***********************************************************************
 LG0532  DESIGNATION -  D 81
 LG0532  PID         -  LG0532
 LG0532  STATE/COUNTY-  NE/SEWARD
 LG0532  USGS QUAD   -  SEWARD (1964)
 LG0532
 LG0532                         *CURRENT SURVEY CONTROL
 LG0532  ___________________________________________________________________
 LG0532* NAD 83(1986)-  40 55 42.     (N)    097 04 58.     (W)     SCALED    
 LG0532* NAVD 88     -       445.627  (meters)    1462.03   (feet)  ADJUSTED  
 LG0532  ___________________________________________________________________
 LG0532  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 LG0532  DYNAMIC HT  -         445.394 (meters)    1461.26  (feet)  COMP
 LG0532  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 LG0532
 LG0532  VERT ORDER  -  SECOND    CLASS 0
 LG0532
 LG0532.The horizontal coordinates were scaled from a topographic map and have
 LG0532.an estimated accuracy of +/- 6 seconds.
 LG0532
 LG0532.The orthometric height was determined by differential leveling
 LG0532.and adjusted by the National Geodetic Survey in June 1991..
 LG0532
 LG0532.The geoid height was determined by GEOID03.
 LG0532
 LG0532.The dynamic height is computed by dividing the NAVD 88
 LG0532.geopotential number by the normal gravity value computed on the
 LG0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0532.degrees latitude (g = 980.6199 gals.).
 LG0532
 LG0532.The modeled gravity was interpolated from observed gravity values.
 LG0532
 LG0532;                    North         East    Units  Estimated Accuracy
 LG0532;SPC NE       -   125,720.      745,590.      MT  (+/- 180 meters Scaled)
 LG0532
 LG0532                          SUPERSEDED SURVEY CONTROL
 LG0532
 LG0532  NGVD 29 (??/??/92)  445.447  (m)         1461.44   (f) ADJ UNCH    2 0
 LG0532
 LG0532.Superseded values are not recommended for survey control.
 LG0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0532.See file dsdata.txt to determine how the superseded data were derived.
 LG0532
 LG0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL614325(NAD 83)
 LG0532_MARKER: DB = BENCH MARK DISK
 LG0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0532_STAMPING: D 81 1935
 LG0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0532+STABILITY: SURFACE MOTION
 LG0532
 LG0532  HISTORY     - Date     Condition        Report By
 LG0532  HISTORY     - 1935     MONUMENTED       CGS
 LG0532
 LG0532                          STATION DESCRIPTION
 LG0532
 LG0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0532'2.1 MI N FROM SEWARD.
 LG0532'2.1 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0532'THE STATION AT SEWARD, SEWARD COUNTY, 91.8 FEET SOUTHWEST OF A
 LG0532'RAILROAD CROSSING, 10 RAILS SOUTH OF CULVERT C 66, 55.3 FEET
 LG0532'WEST OF THE WEST RAIL, AND 2.6 FEET NORTH OF A FENCE.  A STANDARD
 LG0532'DISK, STAMPED D 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0987 ***********************************************************************
 MK0987  DESIGNATION -  D 82
 MK0987  PID         -  MK0987
 MK0987  STATE/COUNTY-  NE/BUTLER
 MK0987  USGS QUAD   -  LOMA (1969)
 MK0987
 MK0987                         *CURRENT SURVEY CONTROL
 MK0987  ___________________________________________________________________
 MK0987* NAD 83(1986)-  41 12 21.     (N)    096 57 54.     (W)     SCALED    
 MK0987* NAVD 88     -       498.636  (meters)    1635.94   (feet)  ADJUSTED  
 MK0987  ___________________________________________________________________
 MK0987  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 MK0987  DYNAMIC HT  -         498.393 (meters)    1635.14  (feet)  COMP
 MK0987  MODELED GRAV-     980,121.0   (mgal)                       NAVD 88
 MK0987
 MK0987  VERT ORDER  -  SECOND    CLASS 0
 MK0987
 MK0987.The horizontal coordinates were scaled from a topographic map and have
 MK0987.an estimated accuracy of +/- 6 seconds.
 MK0987
 MK0987.The orthometric height was determined by differential leveling
 MK0987.and adjusted by the National Geodetic Survey in June 1991..
 MK0987
 MK0987.The geoid height was determined by GEOID03.
 MK0987
 MK0987.The dynamic height is computed by dividing the NAVD 88
 MK0987.geopotential number by the normal gravity value computed on the
 MK0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0987.degrees latitude (g = 980.6199 gals.).
 MK0987
 MK0987.The modeled gravity was interpolated from observed gravity values.
 MK0987
 MK0987;                    North         East    Units  Estimated Accuracy
 MK0987;SPC NE       -   156,850.      754,420.      MT  (+/- 180 meters Scaled)
 MK0987
 MK0987                          SUPERSEDED SURVEY CONTROL
 MK0987
 MK0987  NGVD 29 (??/??/92)  498.459  (m)         1635.36   (f) ADJ UNCH    2 0
 MK0987
 MK0987.Superseded values are not recommended for survey control.
 MK0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0987.See file dsdata.txt to determine how the superseded data were derived.
 MK0987
 MK0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL706636(NAD 83)
 MK0987_MARKER: DB = BENCH MARK DISK
 MK0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0987_STAMPING: D 82 1935
 MK0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0987+STABILITY: SURFACE MOTION
 MK0987
 MK0987  HISTORY     - Date     Condition        Report By
 MK0987  HISTORY     - 1935     MONUMENTED       CGS
 MK0987
 MK0987                          STATION DESCRIPTION
 MK0987
 MK0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0987'3.5 MI NE FROM BRAINARD.
 MK0987'3.5 MILES NORTHEAST OF BRAINARD BY HIGHWAY.  ALONG NEBRASKA
 MK0987'STATE HIGHWAY NUMBER 16 BETWEEN BRAINARD AND WAHOO, NEAR T
 MK0987'INTERSECTION OF HIGHWAY AND COUNTY ROAD, 2.0 MILES EAST OF
 MK0987'JUNCTION OF UNION PACIFIC AND CHICAGO AND NORTH WESTERN RAILROADS,
 MK0987'163.7 FEET NORTHEAST OF CENTER OF ROAD INTERSECTION, 40.2 FEET
 MK0987'NORTH OF CENTER LINE OF HIGHWAY 16, AND 4.0 FEET ABOVE THE
 MK0987'SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0989 ***********************************************************************
 MK0989  DESIGNATION -  D 82 RESET
 MK0989  PID         -  MK0989
 MK0989  STATE/COUNTY-  NE/BUTLER
 MK0989  USGS QUAD   -  LOMA (1969)
 MK0989
 MK0989                         *CURRENT SURVEY CONTROL
 MK0989  ___________________________________________________________________
 MK0989* NAD 83(1986)-  41 12 20.     (N)    096 57 54.     (W)     SCALED    
 MK0989* NAVD 88     -       498.85   (meters)    1636.6    (feet)  RESET     
 MK0989  ___________________________________________________________________
 MK0989  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 MK0989
 MK0989  VERT ORDER  -  THIRD
 MK0989
 MK0989.The horizontal coordinates were scaled from a topographic map and have
 MK0989.an estimated accuracy of +/- 6 seconds.
 MK0989
 MK0989.The orthometric height was computed from unverified reset data.
 MK0989
 MK0989.The geoid height was determined by GEOID03.
 MK0989
 MK0989;                    North         East    Units  Estimated Accuracy
 MK0989;SPC NE       -   156,820.      754,420.      MT  (+/- 180 meters Scaled)
 MK0989
 MK0989                          SUPERSEDED SURVEY CONTROL
 MK0989
 MK0989  NGVD 29 (??/??/??)  498.67   (m)         1636.1    (f) RESET       3  
 MK0989
 MK0989.Superseded values are not recommended for survey control.
 MK0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0989.See file dsdata.txt to determine how the superseded data were derived.
 MK0989
 MK0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL706635(NAD 83)
 MK0989_MARKER: DB = BENCH MARK DISK
 MK0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0989_STAMPING: D 82 RESET 1963
 MK0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0989+STABILITY: SURFACE MOTION
 MK0989
 MK0989  HISTORY     - Date     Condition        Report By
 MK0989  HISTORY     - 1963     MONUMENTED       NEDR
 MK0989
 MK0989                          STATION DESCRIPTION
 MK0989
 MK0989'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MK0989'3.4 MI N FROM BRAINARD.
 MK0989'0.05 MILE WEST ALONG A ROAD FROM THE CHICAGO AND NORTH WESTERN
 MK0989'RAILROAD STATION AT BRAINARD, THENCE 1.45 MILES NORTH ALONG
 MK0989'STATE SPUR 392, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY 30 ALT.,
 MK0989'291 FEET NORTHEAST OF A ROAD CROSSING, ON RIGHT OF WAY LINE 60
 MK0989'FEET NORTH OF CENTERLINE OF HIGHWAY, 2.6 FEET WEST OF A METAL
 MK0989'WITNESS POST WITH SIGN, AND SET IN TOP OF A ROUND CONCRETE POST
 MK0989'FLUSH WITH THE GROUND AND ABOUT 5 FEET HIGHER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0491 ***********************************************************************
 LG0491  DESIGNATION -  D 83
 LG0491  PID         -  LG0491
 LG0491  STATE/COUNTY-  NE/SEWARD
 LG0491  USGS QUAD   -  BEAVER CROSSING (1966)
 LG0491
 LG0491                         *CURRENT SURVEY CONTROL
 LG0491  ___________________________________________________________________
 LG0491* NAD 83(1986)-  40 48 01.     (N)    097 16 11.     (W)     SCALED    
 LG0491* NAVD 88     -       467.101  (meters)    1532.48   (feet)  ADJUSTED  
 LG0491  ___________________________________________________________________
 LG0491  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0491  DYNAMIC HT  -         466.849 (meters)    1531.65  (feet)  COMP
 LG0491  MODELED GRAV-     980,070.6   (mgal)                       NAVD 88
 LG0491
 LG0491  VERT ORDER  -  SECOND    CLASS 0
 LG0491
 LG0491.The horizontal coordinates were scaled from a topographic map and have
 LG0491.an estimated accuracy of +/- 6 seconds.
 LG0491
 LG0491.The orthometric height was determined by differential leveling
 LG0491.and adjusted by the National Geodetic Survey in June 1991..
 LG0491
 LG0491.The geoid height was determined by GEOID03.
 LG0491
 LG0491.The dynamic height is computed by dividing the NAVD 88
 LG0491.geopotential number by the normal gravity value computed on the
 LG0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0491.degrees latitude (g = 980.6199 gals.).
 LG0491
 LG0491.The modeled gravity was interpolated from observed gravity values.
 LG0491
 LG0491;                    North         East    Units  Estimated Accuracy
 LG0491;SPC NE       -   110,990.      730,310.      MT  (+/- 180 meters Scaled)
 LG0491
 LG0491                          SUPERSEDED SURVEY CONTROL
 LG0491
 LG0491  NGVD 29 (??/??/92)  466.919  (m)         1531.88   (f) ADJ UNCH    2 0
 LG0491
 LG0491.Superseded values are not recommended for survey control.
 LG0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0491.See file dsdata.txt to determine how the superseded data were derived.
 LG0491
 LG0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL459180(NAD 83)
 LG0491_MARKER: DB = BENCH MARK DISK
 LG0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0491_STAMPING: D 83 1935
 LG0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0491+STABILITY: SURFACE MOTION
 LG0491
 LG0491  HISTORY     - Date     Condition        Report By
 LG0491  HISTORY     - 1935     MONUMENTED       CGS
 LG0491  HISTORY     - 1941     GOOD             NGS
 LG0491
 LG0491                          STATION DESCRIPTION
 LG0491
 LG0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0491'1.8 MI NE FROM BEAVER CROSSING.
 LG0491'1.8 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0491'FROM THE STATION AT BEAVER CROSSING, SEWARD COUNTY, 0.2 MILE
 LG0491'WEST OF A FARMHOUSE, 390 FEET NORTH OF BRIDGE B 77-1/3, 58.7
 LG0491'FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 21.3 FEET EAST
 LG0491'OF THE EAST RAIL, AND 31 FEET WEST OF A FENCE.  A STANDARD DISK,
 LG0491'STAMPED D 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0491
 LG0491                          STATION RECOVERY (1941)
 LG0491
 LG0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LG0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1647 ***********************************************************************
 MK1647  DESIGNATION -  D 85
 MK1647  PID         -  MK1647
 MK1647  STATE/COUNTY-  NE/BOONE
 MK1647  USGS QUAD   -  ST EDWARD SW (1985)
 MK1647
 MK1647                         *CURRENT SURVEY CONTROL
 MK1647  ___________________________________________________________________
 MK1647* NAD 83(1986)-  41 37 07.     (N)    097 54 22.     (W)     SCALED    
 MK1647* NAVD 88     -       516.074  (meters)    1693.15   (feet)  ADJUSTED  
 MK1647  ___________________________________________________________________
 MK1647  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 MK1647  DYNAMIC HT  -         515.848 (meters)    1692.41  (feet)  COMP
 MK1647  MODELED GRAV-     980,169.3   (mgal)                       NAVD 88
 MK1647
 MK1647  VERT ORDER  -  SECOND    CLASS 0
 MK1647
 MK1647.The horizontal coordinates were scaled from a topographic map and have
 MK1647.an estimated accuracy of +/- 6 seconds.
 MK1647
 MK1647.The orthometric height was determined by differential leveling
 MK1647.and adjusted by the National Geodetic Survey in June 1991..
 MK1647
 MK1647.The geoid height was determined by GEOID03.
 MK1647
 MK1647.The dynamic height is computed by dividing the NAVD 88
 MK1647.geopotential number by the normal gravity value computed on the
 MK1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1647.degrees latitude (g = 980.6199 gals.).
 MK1647
 MK1647.The modeled gravity was interpolated from observed gravity values.
 MK1647
 MK1647;                    North         East    Units  Estimated Accuracy
 MK1647;SPC NE       -   200,320.      674,440.      MT  (+/- 180 meters Scaled)
 MK1647
 MK1647                          SUPERSEDED SURVEY CONTROL
 MK1647
 MK1647  NGVD 29 (??/??/92)  515.864  (m)         1692.46   (f) ADJ UNCH    2 0
 MK1647
 MK1647.Superseded values are not recommended for survey control.
 MK1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1647.See file dsdata.txt to determine how the superseded data were derived.
 MK1647
 MK1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM911080(NAD 83)
 MK1647_MARKER: DB = BENCH MARK DISK
 MK1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1647_STAMPING: D-85-1935
 MK1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1647+STABILITY: SURFACE MOTION
 MK1647
 MK1647  HISTORY     - Date     Condition        Report By
 MK1647  HISTORY     - 1935     MONUMENTED       CGS
 MK1647  HISTORY     - 1950     GOOD             NGS
 MK1647
 MK1647                          STATION DESCRIPTION
 MK1647
 MK1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1647'0.6 MI S FROM BOONE.
 MK1647'ALONG THE UNION PACIFIC RAILWAY BETWEEN ALBION AND ST. EDWARDS,
 MK1647'126 FEET SOUTH OF BRIDGE 26+67, 30.8 FEET SOUTHWEST OF CROSSING,
 MK1647'18.5 FEET WEST OF THE WEST RAIL, 4.6 FEET NORTH OF THE FENCE.
 MK1647
 MK1647                          STATION RECOVERY (1950)
 MK1647
 MK1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0065 ***********************************************************************
 ML0065  DESIGNATION -  D 86
 ML0065  PID         -  ML0065
 ML0065  STATE/COUNTY-  NE/BOONE
 ML0065  USGS QUAD   -  CEDAR RAPIDS (1985)
 ML0065
 ML0065                         *CURRENT SURVEY CONTROL
 ML0065  ___________________________________________________________________
 ML0065* NAD 83(1986)-  41 32 37.     (N)    098 08 18.     (W)     SCALED    
 ML0065* NAVD 88     -       544.100  (meters)    1785.10   (feet)  ADJUSTED  
 ML0065  ___________________________________________________________________
 ML0065  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 ML0065  DYNAMIC HT  -         543.847 (meters)    1784.27  (feet)  COMP
 ML0065  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 ML0065
 ML0065  VERT ORDER  -  SECOND    CLASS 0
 ML0065
 ML0065.The horizontal coordinates were scaled from a topographic map and have
 ML0065.an estimated accuracy of +/- 6 seconds.
 ML0065
 ML0065.The orthometric height was determined by differential leveling
 ML0065.and adjusted by the National Geodetic Survey in June 1991..
 ML0065
 ML0065.The geoid height was determined by GEOID03.
 ML0065
 ML0065.The dynamic height is computed by dividing the NAVD 88
 ML0065.geopotential number by the normal gravity value computed on the
 ML0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0065.degrees latitude (g = 980.6199 gals.).
 ML0065
 ML0065.The modeled gravity was interpolated from observed gravity values.
 ML0065
 ML0065;                    North         East    Units  Estimated Accuracy
 ML0065;SPC NE       -   191,560.      655,270.      MT  (+/- 180 meters Scaled)
 ML0065
 ML0065                          SUPERSEDED SURVEY CONTROL
 ML0065
 ML0065  NGVD 29 (??/??/92)  543.870  (m)         1784.35   (f) ADJ UNCH    2 0
 ML0065
 ML0065.Superseded values are not recommended for survey control.
 ML0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0065.See file dsdata.txt to determine how the superseded data were derived.
 ML0065
 ML0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL718994(NAD 83)
 ML0065_MARKER: DB = BENCH MARK DISK
 ML0065_SETTING: 0 = UNSPECIFIED SETTING
 ML0065_STAMPING: D 86 1935
 ML0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0065
 ML0065  HISTORY     - Date     Condition        Report By
 ML0065  HISTORY     - 1935     MONUMENTED       CGS
 ML0065  HISTORY     - 1958     GOOD             NGS
 ML0065
 ML0065                          STATION DESCRIPTION
 ML0065
 ML0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 ML0065'1.3 MI SE FROM CEDAR RAPIDS.
 ML0065'THE MARK IS LOCATED ABOUT 1.3 MILES SOUTHEAST ALONG THE UNION
 ML0065'PACIFIC RAILROAD FROM THE DEPOT IN CEDAR RAPIDS.  IT IS 65.2 FEET
 ML0065'NORTH OF THE NORTH EDGE OF A WOODEN RAILROAD BRIDGE, 36 FEET
 ML0065'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 25.0 FEET
 ML0065'EAST OF THE EAST RAIL OF THE TRACKS, AND 14.0 FEET SOUTH OF THE
 ML0065'SOUTHWEST 1 OF 2 TELEPHONE POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1406 ***********************************************************************
 MK1406  DESIGNATION -  D 87
 MK1406  PID         -  MK1406
 MK1406  STATE/COUNTY-  NE/PLATTE
 MK1406  USGS QUAD   -  MONROE (1958)
 MK1406
 MK1406                         *CURRENT SURVEY CONTROL
 MK1406  ___________________________________________________________________
 MK1406* NAD 83(1986)-  41 28 11.     (N)    097 31 09.     (W)     SCALED    
 MK1406* NAVD 88     -       454.886  (meters)    1492.41   (feet)  ADJUSTED  
 MK1406  ___________________________________________________________________
 MK1406  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 MK1406  DYNAMIC HT  -         454.686 (meters)    1491.75  (feet)  COMP
 MK1406  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 MK1406
 MK1406  VERT ORDER  -  SECOND    CLASS 0
 MK1406
 MK1406.The horizontal coordinates were scaled from a topographic map and have
 MK1406.an estimated accuracy of +/- 6 seconds.
 MK1406
 MK1406.The orthometric height was determined by differential leveling
 MK1406.and adjusted by the National Geodetic Survey in June 1991..
 MK1406
 MK1406.The geoid height was determined by GEOID03.
 MK1406
 MK1406.The dynamic height is computed by dividing the NAVD 88
 MK1406.geopotential number by the normal gravity value computed on the
 MK1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1406.degrees latitude (g = 980.6199 gals.).
 MK1406
 MK1406.The modeled gravity was interpolated from observed gravity values.
 MK1406
 MK1406;                    North         East    Units  Estimated Accuracy
 MK1406;SPC NE       -   184,650.      707,140.      MT  (+/- 180 meters Scaled)
 MK1406
 MK1406                          SUPERSEDED SURVEY CONTROL
 MK1406
 MK1406  NGVD 29 (??/??/92)  454.70   (m)         1491.8    (f) COMPUTED    2 0
 MK1406
 MK1406.Superseded values are not recommended for survey control.
 MK1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1406.See file dsdata.txt to determine how the superseded data were derived.
 MK1406
 MK1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL236919(NAD 83)
 MK1406_MARKER: DB = BENCH MARK DISK
 MK1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1406_STAMPING: D 87 1935
 MK1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1406+STABILITY: SURFACE MOTION
 MK1406
 MK1406  HISTORY     - Date     Condition        Report By
 MK1406  HISTORY     - 1935     MONUMENTED       CGS
 MK1406  HISTORY     - 1950     GOOD             NGS
 MK1406  HISTORY     - 1958     MARK NOT FOUND   USGS
 MK1406
 MK1406                          STATION DESCRIPTION
 MK1406
 MK1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1406'AT OCONEE.
 MK1406'AT OCONEE, JUST NORTH OF AN EAST AND WEST ROAD CROSSING, 196 FEET
 MK1406'NORTH OF THE CENTER LINE OF THE ROAD, 52 FEET SOUTHWEST OF THE
 MK1406'FIFTH POLE SOUTHEAST OF THE OCONEE STATION SIGNPOST, 20.5 FEET
 MK1406'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, 1 FOOT SOUTHEAST
 MK1406'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MK1406'FLUSH WITH THE GROUND.
 MK1406
 MK1406                          STATION RECOVERY (1958)
 MK1406
 MK1406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MK1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0203 ***********************************************************************
 MN0203  DESIGNATION -  D 9
 MN0203  PID         -  MN0203
 MN0203  STATE/COUNTY-  NE/CHEYENNE
 MN0203  USGS QUAD   -  LORENZO (1972)
 MN0203
 MN0203                         *CURRENT SURVEY CONTROL
 MN0203  ___________________________________________________________________
 MN0203* NAD 83(1986)-  41 05 25.     (N)    103 02 40.     (W)     SCALED    
 MN0203* NAVD 88     -      1319.289  (meters)    4328.37   (feet)  ADJUSTED  
 MN0203  ___________________________________________________________________
 MN0203  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 MN0203  DYNAMIC HT  -        1318.347 (meters)    4325.28  (feet)  COMP
 MN0203  MODELED GRAV-     979,863.6   (mgal)                       NAVD 88
 MN0203
 MN0203  VERT ORDER  -  FIRST     CLASS II
 MN0203
 MN0203.The horizontal coordinates were scaled from a topographic map and have
 MN0203.an estimated accuracy of +/- 6 seconds.
 MN0203
 MN0203.The orthometric height was determined by differential leveling
 MN0203.and adjusted by the National Geodetic Survey in June 1991..
 MN0203
 MN0203.The geoid height was determined by GEOID03.
 MN0203
 MN0203.The dynamic height is computed by dividing the NAVD 88
 MN0203.geopotential number by the normal gravity value computed on the
 MN0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0203.degrees latitude (g = 980.6199 gals.).
 MN0203
 MN0203.The modeled gravity was interpolated from observed gravity values.
 MN0203
 MN0203;                    North         East    Units  Estimated Accuracy
 MN0203;SPC NE       -   144,060.      244,340.      MT  (+/- 180 meters Scaled)
 MN0203
 MN0203                          SUPERSEDED SURVEY CONTROL
 MN0203
 MN0203  NGVD 29 (??/??/92) 1318.663  (m)         4326.31   (f) ADJ UNCH    1 2
 MN0203
 MN0203.Superseded values are not recommended for survey control.
 MN0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0203.See file dsdata.txt to determine how the superseded data were derived.
 MN0203
 MN0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF642506(NAD 83)
 MN0203_MARKER: DB = BENCH MARK DISK
 MN0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0203_STAMPING: 4326.313 D 9 1933
 MN0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0203+STABILITY: SURFACE MOTION
 MN0203
 MN0203  HISTORY     - Date     Condition        Report By
 MN0203  HISTORY     - 1933     MONUMENTED       CGS
 MN0203  HISTORY     - 1934     GOOD             NGS
 MN0203  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0203  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0203
 MN0203                          STATION DESCRIPTION
 MN0203
 MN0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0203'5.2 MI SW FROM SIDNEY.
 MN0203'5.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0203'RAILROAD FROM THE STATION AT SIDNEY, CHEYENNE COUNTY, 21 POLES
 MN0203'SOUTH OF MILEPOST 80, AT A PRIVATE-ROAD CROSSING, BETWEEN TWO
 MN0203'CUTS, 65 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 19 FEET
 MN0203'NORTH OF THE CENTER OF THE ROAD GATE, AND 1 FOOT EAST OF THE
 MN0203'RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 4326.313
 MN0203'D 9 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 MN0203'PUBLISHED DESCRIPTION OF THE MARK IS CORRECT.  BECAUSE THIS
 MN0203'MARK IS OFF THE MAIN ROAD THE FOLLOWING DIRECTIONS ARE GIVEN.
 MN0203'TO REACH FROM SIDNEY TO WEST 2.0 MILES FROM THE NORTH ENTRANCE
 MN0203'TO THE COUNTRY CLUB, TO A LANDING FIELD, SOUTH 2.0 MILES WEST
 MN0203'1.0 MILE AND SOUTH 1.0 MILE TO A TURN IN THE ROAD.  PROCEED
 MN0203'EAST ABOUT 0.3 MILE ON A PRIVATE ROAD TO THE RAILROAD
 MN0203'RIGHT-OF-WAY.
 MN0203
 MN0203                          STATION RECOVERY (1972)
 MN0203
 MN0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0203'MARK NOT FOUND.
 MN0203
 MN0203                          STATION RECOVERY (1985)
 MN0203
 MN0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0203'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0289 ***********************************************************************
 MK0289  DESIGNATION -  D D 242
 MK0289  PID         -  MK0289
 MK0289  STATE/COUNTY-  NE/BURT
 MK0289  USGS QUAD   -  TEKAMAH NW (1970)
 MK0289
 MK0289                         *CURRENT SURVEY CONTROL
 MK0289  ___________________________________________________________________
 MK0289* NAD 83(1986)-  41 59 19.     (N)    096 14 45.     (W)     SCALED    
 MK0289* NAVD 88     -       324.239  (meters)    1063.77   (feet)  ADJUSTED  
 MK0289  ___________________________________________________________________
 MK0289  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 MK0289  DYNAMIC HT  -         324.124 (meters)    1063.40  (feet)  COMP
 MK0289  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 MK0289
 MK0289  VERT ORDER  -  SECOND    CLASS 0
 MK0289
 MK0289.The horizontal coordinates were scaled from a topographic map and have
 MK0289.an estimated accuracy of +/- 6 seconds.
 MK0289
 MK0289.The orthometric height was determined by differential leveling
 MK0289.and adjusted by the National Geodetic Survey in June 1991..
 MK0289
 MK0289.The geoid height was determined by GEOID03.
 MK0289
 MK0289.The dynamic height is computed by dividing the NAVD 88
 MK0289.geopotential number by the normal gravity value computed on the
 MK0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0289.degrees latitude (g = 980.6199 gals.).
 MK0289
 MK0289.The modeled gravity was interpolated from observed gravity values.
 MK0289
 MK0289;                    North         East    Units  Estimated Accuracy
 MK0289;SPC NE       -   246,040.      810,900.      MT  (+/- 180 meters Scaled)
 MK0289
 MK0289                          SUPERSEDED SURVEY CONTROL
 MK0289
 MK0289  NGVD 29 (??/??/92)  324.096  (m)         1063.31   (f) ADJ UNCH    2 0
 MK0289
 MK0289.Superseded values are not recommended for survey control.
 MK0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0289.See file dsdata.txt to determine how the superseded data were derived.
 MK0289
 MK0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM281521(NAD 83)
 MK0289_MARKER: DB = BENCH MARK DISK
 MK0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0289_SP_SET: CULVERT
 MK0289_STAMPING: D D 242 1947
 MK0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0289
 MK0289  HISTORY     - Date     Condition        Report By
 MK0289  HISTORY     - 1947     MONUMENTED       DOD
 MK0289  HISTORY     - 1947     GOOD             NGS
 MK0289
 MK0289                          STATION DESCRIPTION
 MK0289
 MK0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0289'1.3 MI S FROM DECATUR.
 MK0289'1.3 MILES SOUTH ALONG U.S. HIGHWAY 73E FROM THE POST OFFICE AT
 MK0289'DECATUR, AT THE INTERSECTION OF STATE HIGHWAY 118, 52.5 FEET
 MK0289'NORTH OF THE CENTER LINE OF STATE HIGHWAY 118 AND 23.0 FEET
 MK0289'WEST OF THE CENTER LINE OF U.S. HIGHWAY 73 E.  A 1.5 INCH BRONZE
 MK0289'DISK SET IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 MK0289'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1124 ***********************************************************************
 ML1124  DESIGNATION -  DAILY
 ML1124  PID         -  ML1124
 ML1124  STATE/COUNTY-  NE/GREELEY
 ML1124  USGS QUAD   -  HORACE (1985)
 ML1124
 ML1124                         *CURRENT SURVEY CONTROL
 ML1124  ___________________________________________________________________
 ML1124* NAD 83(1995)-  41 35 45.18379(N)    098 38 56.67253(W)     ADJUSTED  
 ML1124* NAVD 88     -       691.2    (meters)    2268.     (feet)  VERTCON   
 ML1124  ___________________________________________________________________
 ML1124  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 ML1124  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 ML1124
 ML1124  HORZ ORDER  -  FIRST
 ML1124
 ML1124.The horizontal coordinates were established by classical geodetic methods
 ML1124.and adjusted by the National Geodetic Survey in August 1997..
 ML1124
 ML1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1124
 ML1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1124
 ML1124.The geoid height was determined by GEOID03.
 ML1124
 ML1124;                    North         East     Units Scale Factor Converg.
 ML1124;SPC NE       -   196,567.391   612,587.572   MT  0.99965982   +0 53 42.9
 ML1124;UTM  14      - 4,604,968.774   529,245.893   MT  0.99961053   +0 13 58.7
 ML1124
 ML1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1124!SPC NE       -   0.99989541  x   0.99965982  =   0.99955527
 ML1124!UTM  14      -   0.99989541  x   0.99961053  =   0.99950598
 ML1124
 ML1124:                Primary Azimuth Mark                     Grid Az
 ML1124:SPC NE       -  ERICSON                                  001 54 05.5
 ML1124:UTM  14      -  ERICSON                                  002 33 49.7
 ML1124
 ML1124|---------------------------------------------------------------------|
 ML1124| PID    Reference Object                     Distance      Geod. Az  |
 ML1124|                                                           dddmmss.s |
 ML1124| ML1119 ERICSON                             APPROX.24.2 KM 0024748.4 |
 ML1124| ML1121 CUSTER                              APPROX. 9.7 KM 0621441.8 |
 ML1124| ML1122 GREELEY CENTER CATH CH SPIRE        APPROX.10.8 KM 1172226.8 |
 ML1124|---------------------------------------------------------------------|
 ML1124
 ML1124                          SUPERSEDED SURVEY CONTROL
 ML1124
 ML1124  NAD 83(1986)-  41 35 45.18981(N)    098 38 56.67867(W) AD(       ) 1
 ML1124  NAD 27      -  41 35 45.15100(N)    098 38 55.40100(W) AD(       ) 1
 ML1124  NGVD 29 (07/19/86)  690.9    (m)         2267.     (f) VERT ANG       
 ML1124
 ML1124.Superseded values are not recommended for survey control.
 ML1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1124.See file dsdata.txt to determine how the superseded data were derived.
 ML1124
 ML1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2924604969(NAD 83)
 ML1124_MARKER: V = STONE MONUMENT
 ML1124_SETTING: 0 = UNSPECIFIED SETTING
 ML1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1124
 ML1124  HISTORY     - Date     Condition        Report By
 ML1124  HISTORY     - 1900     MONUMENTED       CGS
 ML1124  HISTORY     - 1927     GOOD             CGS
 ML1124  HISTORY     - 1930     GOOD             CGS
 ML1124  HISTORY     - 1935     GOOD             CGS
 ML1124
 ML1124                          STATION DESCRIPTION
 ML1124
 ML1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 ML1124'THIS STATION IS ON THE CREST OF A PROMINENT HILL IN THE NW.
 ML1124'1/4 SEC. 25, T. 19 N., R. 12 W., 6 MILES WEST AND 3.5 MILES
 ML1124'NORTH OF GREELEY CENTER, 1/3 MILE TO THE SOUTHWEST OF THE HOUSE
 ML1124'OWNED AND OCCUPIED BY JOHN ANDERSON, AND ON CLAY LAND OWNED
 ML1124'BY MR. DAILY.  AN OLD TRAIL PASSES THE SOUTHWARD OF THE STATION
 ML1124'WITHIN 100 YARDS.  THE AZIMUTHS AND DISTANCES TO CERTAIN
 ML1124'POINTS ARE--TO THE HEAD OF A RAVINE, 280 DEG 35 MIN, ABOUT
 ML1124'103 YARDS.  TO THE SPIRE OF THE CATHOLIC CHURCH IN GREELEY
 ML1124'CENTER, 297 DEG 22 MIN 23 SEC.  TO THE SCHOOLHOUSE AT HORACE,
 ML1124'18 DEG 21 MIN.  TO EVERETTS WINDMILL, 168 DEG 22 MIN, 3/4
 ML1124'MILE.  TO JOHN ANDERSONS WINDMILL 221 DEG 31 MIN, 1/3 MILE.
 ML1124'SURFACE MARK IS A MARBLE POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET
 ML1124'LONG, PLACED WITH ITS TOP FLUSH WITH THE GROUND, AND
 ML1124'HAVING TWO V-SHAPED GROOVES AT RIGHT ANGLES AND THE
 ML1124'LETTERS U.S.C.S. CUT IN ITS TOP.  UNDERGROUND MARK IS AN
 ML1124'EARTHENWARE CROCK, BURIED ABOUT 3 FEET BELOW THE SURFACE
 ML1124'WITH BOTTOM UPWARD AND WITH A SMALL DRILL HOLE IN THE
 ML1124'BOTTOM.
 ML1124
 ML1124                          STATION RECOVERY (1927)
 ML1124
 ML1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (EOH)
 ML1124'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 ML1124'
 ML1124'STATION IS ON THE CREST OF A PROMINENT HILL IN NW 1/4 SEC.
 ML1124'25, T. 19 N., R. 12 W., 6 MILES WEST AND 3.5 MILES NORTH OF
 ML1124'GREELEY, 1/3 MILE TO THE SOUTHWEST OF HOUSE OWNED AND OCCUPIED
 ML1124'BY C.B. ACKER, AND ON CLAY LAND OWNED BY JOHN STANGER.  AN OLD
 ML1124'TRAIL PASSES TO SOUTHWARD OF STATION WITHIN 100 YARDS.
 ML1124'
 ML1124'TO REACH FROM GREELEY, GO WEST ON THE ROAD TO SCOTIA FOR ABOUT
 ML1124'4-1/2 MILES TO A SCHOOLHOUSE IN THE NORTHWEST CORNER OF THE
 ML1124'ROADS.  TURN NORTH AND GO FOR 3 MILES, THEN WEST AND GO FOR
 ML1124'1 MILE, THEN NORTH ABOUT 1/4 MILE TO A GATE AT THE LEFT,
 ML1124'LEADING INTO A FIELD, PASS THROUGH GATE AND GO 1/2 MILE
 ML1124'THROUGH FIELD TO HOME OF MR. ACKER AND STATION WILL BE SOUTHWEST
 ML1124'OF THIS HOUSE AS DESCRIBED ABOVE.  LUMBER, SUPPLIES AND MAIL
 ML1124'AT GREELEY.
 ML1124'
 ML1124'A 35-FOOT LAMP STAND REQUIRED.
 ML1124
 ML1124                          STATION RECOVERY (1930)
 ML1124
 ML1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (HWH)
 ML1124'STATION AND SURFACE MARK FOUND IN GOOD CONDITION AND THE
 ML1124'ORIGINAL DESCRIPTION IS STILL GOOD EXCEPT AS NOTED BY E.O.
 ML1124'HEATON, IN THE 1927 RECOVERY NOTE.  THE OLD TRAIL MENTIONED
 ML1124'IN PREVIOUS DESCRIPTIONS HAS BEEN DESTROYED AS THE LAND, HAS
 ML1124'BEEN CULTIVATED.
 ML1124'
 ML1124'A 10-METER SIGNAL WAS REQUIRED.
 ML1124
 ML1124                          STATION RECOVERY (1935)
 ML1124
 ML1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1124'STATION RECOVERED APRIL 15, 1935 AS DESCRIBED AND FOUND IN
 ML1124'GOOD CONDITION.  THE ORIGINAL DESCRIPTION REMAINS ACCURATE
 ML1124'EXCEPT THAT THE EARTH SURROUNDING THE SURFACE MARK HAS BEEN
 ML1124'TRAMPLED BY CATTLE AND BLOWN AWAY SO THAT THE MARK NOW PROJECTS
 ML1124'ABOUT 14 INCHES ABOVE THE GROUND.  IT HAS BEEN PROTECTED BY
 ML1124'MEANS OF A STOUT WOODEN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1723 ***********************************************************************
 NM1723  DESIGNATION -  DAKOTA
 NM1723  PID         -  NM1723
 NM1723  STATE/COUNTY-  NE/DAKOTA
 NM1723  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1723
 NM1723                         *CURRENT SURVEY CONTROL
 NM1723  ___________________________________________________________________
 NM1723* NAD 83(1995)-  42 24 54.55768(N)    096 25 31.39857(W)     ADJUSTED  
 NM1723* NAVD 88     -       333.     (meters)    1093.     (feet)  SCALED    
 NM1723  ___________________________________________________________________
 NM1723  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 NM1723  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 NM1723
 NM1723  HORZ ORDER  -  SECOND
 NM1723
 NM1723.The horizontal coordinates were established by classical geodetic methods
 NM1723.and adjusted by the National Geodetic Survey in August 1997..
 NM1723
 NM1723.The orthometric height was scaled from a topographic map.
 NM1723
 NM1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1723
 NM1723.The geoid height was determined by GEOID03.
 NM1723
 NM1723;                    North         East     Units Scale Factor Converg.
 NM1723;SPC NE       -   292,740.294   794,079.289   MT  0.99978462   +2 22 08.0
 NM1723;SPC IA N     - 1,105,817.301 1,259,269.999   MT  0.99995503   -1 58 57.6
 NM1723;UTM  14      - 4,699,083.496   711,838.187   MT  1.00015217   +1 44 14.0
 NM1723
 NM1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1723!SPC NE       -   0.99995184  x   0.99978462  =   0.99973647
 NM1723!SPC IA N     -   0.99995184  x   0.99995503  =   0.99990687
 NM1723!UTM  14      -   0.99995184  x   1.00015217  =   1.00010400
 NM1723
 NM1723:                Primary Azimuth Mark                     Grid Az
 NM1723:SPC NE       -  SIOUX CITY ST BONIFACE CATH CH           001 03 27.4
 NM1723:SPC IA N     -  SIOUX CITY ST BONIFACE CATH CH           005 24 33.0
 NM1723:UTM  14      -  SIOUX CITY ST BONIFACE CATH CH           001 41 21.4
 NM1723
 NM1723|---------------------------------------------------------------------|
 NM1723| PID    Reference Object                     Distance      Geod. Az  |
 NM1723|                                                           dddmmss.s |
 NM1723| NM1636 SIOUX CITY ST BONIFACE CATH CH      APPROX. 9.5 KM 0032535.4 |
 NM1723| NM1681 SIOUX CITY KSCJ FM RAD MAST         APPROX. 8.8 KM 0052030.2 |
 NM1723| NM1719 SOUTH SIOUX CITY MUNICIPAL TK       APPROX. 6.6 KM 0082430.5 |
 NM1723| NM1698 SIOUX CITY G E CO ELEC PLT STK      APPROX. 8.7 KM 0090755.8 |
 NM1723| NM1641 SIOUX CITY CEN HS TOP OF CUP        APPROX.10.0 KM 0104609.1 |
 NM1723| NM1684 SIOUX CITY KTRI RADIO MAST          APPROX. 9.2 KM 0113357.8 |
 NM1723| NM1688 SIOUX CITY G E CO GAS PLT STK       APPROX. 8.7 KM 0160937.2 |
 NM1723| NM1721 DAKOTA CITY KWSR RADIO MAST         APPROX. 2.6 KM 0181506.2 |
 NM1723| NM1691 SIOUX CITY ARMOUR PACK CO STK       APPROX. 8.2 KM 0260539.4 |
 NM1723| NM1670 SIOUX CITY MORNINGSIDE MUN TK       APPROX. 8.5 KM 0313945.0 |
 NM1723| NM1694 SIOUX CITY FLOYD MON TIP SHAFT      APPROX. 6.6 KM 0363043.7 |
 NM1723| CO2949 DAKOTA RM 1                          35.917 METERS 05110     |
 NM1723| NM1724 DAKOTA CITY MUNICIPAL TANK          APPROX. 0.6 KM 0815129.8 |
 NM1723| CO2948 DAKOTA AZ MK                                       0874817.6 |
 NM1723| CO2951 DAKOTA RM 3                          51.816 METERS 09844     |
 NM1723| NM1671 SERGEANT BLUFF MUNICIPAL TANK       APPROX. 5.7 KM 1025342.0 |
 NM1723| NM1692 SIOUX CITY MUN APT CONTROL TWR      APPROX. 4.2 KM 1115342.4 |
 NM1723| NM1680 RADIO RNG TRANSMIT KEOD C OF 7      APPROX. 7.6 KM 1360256.1 |
 NM1723| NM1729 DAKOTA AZ MK 3                      APPROX. 0.7 KM 2744114.7 |
 NM1723| NM1728 DAKOTA AZ MK RESET                  APPROX. 0.6 KM 2744101.5 |
 NM1723| CO2950 DAKOTA RM 2                          37.475 METERS 28153     |
 NM1723| NM1645 SIOUX CITY RIVERSIDE GAS STK        APPROX.11.4 KM 3380721.9 |
 NM1723| CO2952 DAKOTA RM 4                          38.143 METERS 34810     |
 NM1723|---------------------------------------------------------------------|
 NM1723
 NM1723                          SUPERSEDED SURVEY CONTROL
 NM1723
 NM1723  NAD 83(1986)-  42 24 54.56100(N)    096 25 31.39886(W) AD(       ) 2
 NM1723  NAD 27      -  42 24 54.58000(N)    096 25 30.28500(W) AD(       ) 2
 NM1723
 NM1723.Superseded values are not recommended for survey control.
 NM1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1723.See file dsdata.txt to determine how the superseded data were derived.
 NM1723
 NM1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1183899083(NAD 83)
 NM1723_MARKER: DS = TRIANGULATION STATION DISK
 NM1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1723_SP_SET: CONCRETE POST
 NM1723_STAMPING: DAKOTA 1948
 NM1723_MARK LOGO: CGS   
 NM1723_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NM1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1723+STABILITY: SURFACE MOTION
 NM1723
 NM1723  HISTORY     - Date     Condition        Report By
 NM1723  HISTORY     - 1948     MONUMENTED       CGS
 NM1723  HISTORY     - 1948     GOOD             CGS
 NM1723  HISTORY     - 1960     GOOD             CGS
 NM1723  HISTORY     - 1978     GOOD             NGS
 NM1723  HISTORY     - 19920813 GOOD             NOS
 NM1723
 NM1723                          STATION DESCRIPTION
 NM1723
 NM1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1723'THE STATION IS LOCATED AT THE WEST EDGE OF DAKOTA CITY, 0.25
 NM1723'MILE WEST OF DAKOTA COUNTY COURTHOUSE, NEAR THE CENTER OF A SMALL
 NM1723'TRIANGLE FORMED BY THE JUNCTION OF U.S. HIGHWAYS 73 AND 77 AND
 NM1723'STATE HIGHWAY 35.  IT IS 82 FEET EAST OF THE CENTERLINE OF A
 NM1723'DIRT ROAD, 51 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 35,
 NM1723'37 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAYS 73 AND
 NM1723'77, AND 7 FEET NORTHWEST OF A WITNESS POST.  THE DISK IS
 NM1723'STAMPED DAKOTA 1948 AND IS SET FLUSH.
 NM1723'
 NM1723'REFERENCE MARK NO. 1 IS 117.84 FEET NORTHEAST OF THE STATION,
 NM1723'25 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 35, AND 8
 NM1723'FEET WEST OF A POWER POLE.  THE DISK IS STAMPED DAKOTA NO 1
 NM1723'AND PROJECTS 2 INCHES.
 NM1723'
 NM1723'REFERENCE MARK NO. 2 IS 122.95 FEET WEST OF THE STATION, 40
 NM1723'FEET WEST OF THE CENTERLINE OF A DIRT ROAD, AND 28 FEET SOUTH OF
 NM1723'THE CENTERLINE OF STATE HIGHWAY 35.  THE DISK IS STAMPED
 NM1723'DAKOTA NO 2 1948 AND PROJECTS 4 INCHES.
 NM1723'
 NM1723'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST OF THE STATION,
 NM1723'IN FRONT OF G.I. HUGHES AND SON LUMBER COMPANY.  IT IS 24 FEET
 NM1723'NORTH OF THE CENTERLINE OF U.S. HIGHWAYS 73 AND 77, 2.5 FEET
 NM1723'WEST OF A WITNESS POST AND 1 FOOT WEST OF A POWER POLE.  THE
 NM1723'DISK IS STAMPED DAKOTA 1948 AND PROJECTS 8 INCHES.
 NM1723'
 NM1723'TO REACH THE STATION FROM THE COURT HOUSE IN DAKOTA CITY, GO
 NM1723'WEST ON U.S. HIGHWAYS 73 AND 77 FOR 0.05 MILE TO THE AZIMUTH MARK
 NM1723'ON THE RIGHT AS DESCRIBED.  CONTINUE WEST FOR 0.2 MILE TO THE
 NM1723'JUNCTION OF STATE HIGHWAY 35 AND STATION AS DESCRIBED.
 NM1723'
 NM1723'A 4 FOOT SIGNAL AT HOMER IS VISIBLE AT 64 FEET.
 NM1723'
 NM1723'A 90 FOOT SIGNAL AT CRYSTAL IS VISIBLE AT 77 FEET.
 NM1723'
 NM1723'A 4 FOOT SIGNAL AT BLUFF IS VISIBLE AT 77 FEET.
 NM1723'
 NM1723'A 74 FOOT SIGNAL AT AIR IS VISIBLE AT 90 FEET.
 NM1723'
 NM1723'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NM1723
 NM1723                          STATION RECOVERY (1948)
 NM1723
 NM1723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NM1723'RECOVERED IN GOOD CONDITION.
 NM1723
 NM1723                          STATION RECOVERY (1960)
 NM1723
 NM1723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NM1723'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NM1723'GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH HAD BEEN
 NM1723'DESTROYED AND THE AZIMUTH MARK WHICH HAD BEEN HIT BY ROAD
 NM1723'MACHINERY.  THESE MARKS WERE RE-ESTABLISHED AND REFERENCE MARK
 NM1723'NO 1 WAS MOVED BECAUSE OF ROAD CONSTRUCTION.  A COMPLETE
 NM1723'DESCRIPTION FOLLOWS.
 NM1723'
 NM1723'STATION IS LOCATED AT THE WEST EDGE OF DAKOTA CITY ABOUT 1/4
 NM1723'MILE OF THE DAKOTA COUNTY COURTHOUSE NEAR THE CENTER OF A SMALL
 NM1723'TRIANGLE FORMED BY THE JUNCTION OF U.S. HIGHWAYS 73 AND 77 AND
 NM1723'STATE HIGHWAY 35, 60 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 NM1723'35, 43 FEET SOUTHWEST OF THE WEST END OF A CONCRETE HEADWALL FOR
 NM1723'A CULVERT ON THE SOUTH SIDE OF STATE HIGHWAY 35, 37 FEET
 NM1723'NORTHWEST OF THE CENTER OF U.S. HIGHWAYS 73 AND 77, 23 FEET
 NM1723'WEST-SOUTHWEST OF A 10-INCH MAPLE TREE, AND 1 FOOT SOUTH OF A
 NM1723'NEW STEEL WITNESS POST.  THE MARK IS FLUSH WITH THE
 NM1723'SURFACE OF THE GROUND AND THE DISK IS
 NM1723'
 NM1723'TO REACH THE STATION FROM THE DAKOTA COUNTY COURTHOUSE IN DAKOTA
 NM1723'CITY, GO WEST ON U.S. HIGHWAYS 73 AND 77 AND STATE HIGHWAY 35 FOR
 NM1723'0.3 MILE TO THEIR JUNCTION AND THE STATION AS DESCRIBED.
 NM1723'
 NM1723'REFERENCE MARK NO. 3 IS 170.00 FEET EAST OF THE STATION, 73
 NM1723'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 35, 30 FEET WEST OF A
 NM1723'24-INCH MAPLE TREE, 25 FEET EAST OF THE END OF SIDEWALK, 7 FEET
 NM1723'SOUTH-SOUTHWEST OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF THE
 NM1723'SOUTH EDGE OF SIDEWALK.  THE MARK PROJECTS 1 INCH AND THE DISK
 NM1723'IS STAMPED DAKOTA NO 3 1948.
 NM1723'
 NM1723'REFERENCE MARK NO. 4 IS 125.14 FEET NORTH-NORTHWEST OF THE
 NM1723'STATION, 65 FEET NORTH OF THE CENTER OF THE CENTER OF STATE
 NM1723'HIGHWAY 35, AND 3 FEET EAST OF A POWER POLE.  THE MARK PROJECTS
 NM1723'6 INCHES AND THE DISK IS STAMPED DAKOTA NO 4 1948.
 NM1723'
 NM1723'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, ABOUT 150 FEET
 NM1723'EAST OF FARM BUILDINGS, 69 FEET NORTH OF THE CENTER OF STATE
 NM1723'HIGHWAY 35, 2 FEET EAST OF A CONCRETE RIGHT-OF-WAY POST, 1
 NM1723'FOOT SOUTH OF FENCE, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.
 NM1723'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DAKOTA 1948.
 NM1723'RESET 1960.
 NM1723'
 NM1723'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.4
 NM1723'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NM1723
 NM1723                          STATION RECOVERY (1978)
 NM1723
 NM1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NM1723'STATION MARK, REFERENCE MARKS 3 AND 4 AND AZIMUTH MARK WERE RECOVERED
 NM1723'IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED AND THE OLD
 NM1723'ONE DESTROYED AT THIS DATE TO MAKE WAY FOR ROAD CONSTRUCTION.  THE
 NM1723'DISTANCE AND DIRECTION TO THE MARKS CHECKED WITH THE 1960
 NM1723'DESCRIPTION.
 NM1723'
 NM1723'STATION IS LOCATED AT THE WEST EDGE OF DAKOTA CITY, 1/4 MILE WEST
 NM1723'OF THE DAKTOA COUNTY COURT HOUSE, IN A TRIANGLE FORMED BY THE
 NM1723'INTERSECTION OF U.S. HIGHWAYS 73 AND 77 AND STATE HIGHWAY 35 AND IS
 NM1723'ON HIGHWAY RIGHT-OF-WAY.
 NM1723'
 NM1723'TO REACH THE STATION FROM THE DAKOTA COUNTY COURT HOUSE IN DAKOTA
 NM1723'CITY, GO WEST ON U.S. HIGHWAYS 73 AND 77 AND STATE HIGHWAY 35 FOR
 NM1723'0.25 MILE TO THE INTERSECTION OF HIGHWAYS AND STATION.
 NM1723'
 NM1723'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 NM1723'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED DAKOTA 1948.  IT IS
 NM1723'90 FEET EAST OF CENTER OF ROAD, 60 FEET SOUTH OF CENTER OF U.S.
 NM1723'HIGHWAY 35, 43 FEET SOUTHWEST OF A CONCRETE CULVERT, 39 FEET NORTH
 NM1723'OF U.S. HIGHWAY 73 AND 77, 22.5 FEET WEST-SOUTHWEST OF A 10 INCH
 NM1723'TREE AND 1.2 FEET SOUTH OF WITNESS POST.
 NM1723'
 NM1723'REFERENCE MARK A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 NM1723'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED DAKOTA NO 3 1948.
 NM1723'IT IS 123 FEET WEST OF CENTER OF S 20TH STREET, 39 FEET SOUTH OF
 NM1723'CENTER OF HIGHWAY 77 AND 73, 25 FEET EAST OF THE WEST END OF A
 NM1723'SIDE WALK, 7 FEET SOUTH-SOUTHWEST OF A STEEL POST AND 1 FOOT SOUTH
 NM1723'OF SIDE WALKS EDGE.
 NM1723'
 NM1723'REFERENCE MARK 4 IS A STANDARD DISK SET IN TOP OF A 12 INCH ROUND
 NM1723'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND AND IS
 NM1723'STAMPED DAKOTA NO 4 1948.  IT IS 58 FEET EAST OF CENTER OF GRAVEL
 NM1723'ROAD, 65 FEET NORTH OF CENTER OF STATE HIGHWAY 35, 15 FEET NORTH
 NM1723'OF CENTER OF GRAVEL ROAD AND 3 FEET EAST OF POWER LINE POLE NO 85.
 NM1723'
 NM1723'AZIMUTH MARK IS A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 NM1723'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED DAKOTA 1948 1978.
 NM1723'IT IS 83.5 FEET NORTH OF STATE HIGHWAY 35, 58.5 FEET SOUTHEAST OF
 NM1723'SOUTHEAST CORNER OF HOUSE, 44 FEET EAST OF CENTER OF DRIVEWAY, 7
 NM1723'FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE FOUNDATION AND
 NM1723'1.7 FEET SOUTH OF WITNESS POST.
 NM1723'
 NM1723'TO REACH THE AZIMUTH MARK FROM STATION, GO WEST ON STATE HIGHWAY
 NM1723'35 FOR 0.45 MILE TO MARK ON RIGHT.  JUST WEST OF A ROAD WHICH IS
 NM1723'NOW UNDER CONSTRUCTION.  THE OLD AZIMUTH MARK WAS DESTROYED AT THIS
 NM1723'TIME.
 NM1723'
 NM1723'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN DAKOTA CITY.
 NM1723
 NM1723                          STATION RECOVERY (1992)
 NM1723
 NM1723'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 NM1723'DUE TO CHANGES IN ROADWAYS A NEW DESCRIPTION FOLLOWS.
 NM1723'FROM THE DAKOTA COUNTY COURTHOUSE NEAR THE WEST EDGE OF  DAKOTA CITY
 NM1723'PROCEED WEST ON BROADWAY ST (ALSO STATE HIGHWAY 35) TO INTERSECTION
 NM1723'WITH SOUTH 21ST ST.  STATION IS AT THE SOUTHEAST QUADRANT OF THE
 NM1723'INTERSECTION ADJACENT TO A 36-INCH TREE.
 NM1723'IT IS 50 FT (15.24 M) SOUTH OF THE CENTERLINE OF BROADWAY ST, 85 FT
 NM1723'(25.91 M) EAST OF THE CENTERLINE OF S 21ST ST, 22 FT (6.71 M)
 NM1723'WEST-SOUTHWEST OF A TREE, AND ADJACENT TO A WITNESS POST AND SIGN WITH
 NM1723'A TIRE AND ROCKS COVERING THE MARK.
 NM1723'REFERENCE MARKS SEARCHED FOR BUT NOT FOUND.
 NM1723'STATION IS NOT SUITABLE FOR GPS AS IT IS BLOCKED FROM 015 TO 130
 NM1723'DEGREES (MAGNETIC) BY THE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1722 ***********************************************************************
 NM1722  DESIGNATION -  DAKOTA CITY KTRI MAST S OF 4
 NM1722  PID         -  NM1722
 NM1722  STATE/COUNTY-  NE/DAKOTA
 NM1722  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1722
 NM1722                         *CURRENT SURVEY CONTROL
 NM1722  ___________________________________________________________________
 NM1722* NAD 83(1995)-  42 24 40.80578(N)    096 25 36.71437(W)     ADJUSTED  
 NM1722* NAVD 88     -                                                        
 NM1722  ___________________________________________________________________
 NM1722  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 NM1722  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 NM1722
 NM1722  HORZ ORDER  -  THIRD
 NM1722
 NM1722.The horizontal coordinates were established by classical geodetic methods
 NM1722.and adjusted by the National Geodetic Survey in August 1997..
 NM1722
 NM1722
 NM1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1722
 NM1722.The geoid height was determined by GEOID03.
 NM1722
 NM1722;                    North         East     Units Scale Factor Converg.
 NM1722;SPC NE       -   292,311.399   793,975.407   MT  0.99978356   +2 22 04.5
 NM1722;UTM  14      - 4,698,655.615   711,729.542   MT  1.00015160   +1 44 09.9
 NM1722
 NM1722                          SUPERSEDED SURVEY CONTROL
 NM1722
 NM1722  NAD 83(1986)-  42 24 40.80950(N)    096 25 36.71408(W) AD(       ) 4
 NM1722  NAD 27      -  42 24 40.83000(N)    096 25 35.59500(W) AD(       ) 3
 NM1722
 NM1722.Superseded values are not recommended for survey control.
 NM1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1722.See file dsdata.txt to determine how the superseded data were derived.
 NM1722
 NM1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1173098656(NAD 83)
 NM1722_MARKER: 42 = RADIO/TV MAST
 NM1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1722+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM1722
 NM1722  HISTORY     - Date     Condition        Report By
 NM1722  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1722  HISTORY     - 1966     GOOD             CGS
 NM1722  HISTORY     - 1975     GOOD             NGS
 NM1722  HISTORY     - 1979     GOOD             NGS
 NM1722  HISTORY     - 20050713 GOOD             GEOCAC
 NM1722
 NM1722                          STATION DESCRIPTION
 NM1722
 NM1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM1722'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF DAKOTA CITY
 NM1722'AND ABOUT 100 YARDS EAST OF U.S. HIGHWAY 77.
 NM1722'
 NM1722'THE MAST IS OF STEEL CONSTRUCTION, 195 FEET HIGH, PAINTED
 NM1722'RED AND WHITE AND HAS RED OBSTRUCTION LIGHT ON THE TOP.
 NM1722'
 NM1722'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 NM1722'
 NM1722'*THERE ARE FOUR MASTS IN THIS GROUP LOCATED APPROXIMATELY
 NM1722'IN A NORTH-SOUTH LINE AND THEY ARE NAMED IN THE FOLLOWING
 NM1722'MANNER--
 NM1722'
 NM1722'DAKOTA CITY, KTRI RADIO MAST (NORTH OF 4)
 NM1722'
 NM1722'DAKOTA CITY, KTRI RADIO MAST (SECOND OF 4)
 NM1722'
 NM1722'DAKOTA CITY, KTRI RADIO MAST (THIRD OF 4)
 NM1722'
 NM1722'DAKOTA CITY, KTRI RADIO MAST (SOUTH OF 4)
 NM1722
 NM1722                          STATION RECOVERY (1966)
 NM1722
 NM1722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 NM1722'THE STATION WAS RECOVERED AS DESCRIBED IN 1948.
 NM1722
 NM1722                          STATION RECOVERY (1975)
 NM1722
 NM1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 NM1722'THIS STATION WAS RECOVERED AS DESCRIBED.
 NM1722'
 NM1722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH WEST EDGE
 NM1722'OF DAKOTA CITY.
 NM1722
 NM1722                          STATION RECOVERY (1979)
 NM1722
 NM1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 NM1722'THIS MAST WAS RECOVERED AS DESCRIBED.
 NM1722'
 NM1722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHWEST
 NM1722'SECTION OF DAKOTA CITY.
 NM1722
 NM1722                          STATION RECOVERY (2005)
 NM1722
 NM1722'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM1722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1725 ***********************************************************************
 NM1725  DESIGNATION -  DAKOTA CITY KTRI MAST 2ND OF 4
 NM1725  PID         -  NM1725
 NM1725  STATE/COUNTY-  NE/DAKOTA
 NM1725  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1725
 NM1725                         *CURRENT SURVEY CONTROL
 NM1725  ___________________________________________________________________
 NM1725* NAD 83(1995)-  42 24 44.10201(N)    096 25 37.09877(W)     ADJUSTED  
 NM1725* NAVD 88     -                                                        
 NM1725  ___________________________________________________________________
 NM1725  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 NM1725  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 NM1725
 NM1725  HORZ ORDER  -  THIRD
 NM1725
 NM1725.The horizontal coordinates were established by classical geodetic methods
 NM1725.and adjusted by the National Geodetic Survey in August 1997..
 NM1725
 NM1725
 NM1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1725
 NM1725.The geoid height was determined by GEOID03.
 NM1725
 NM1725;                    North         East     Units Scale Factor Converg.
 NM1725;SPC NE       -   292,412.635   793,962.426   MT  0.99978381   +2 22 04.2
 NM1725;UTM  14      - 4,698,757.026   711,717.674   MT  1.00015154   +1 44 09.8
 NM1725
 NM1725                          SUPERSEDED SURVEY CONTROL
 NM1725
 NM1725  NAD 83(1986)-  42 24 44.10573(N)    096 25 37.09857(W) AD(       ) 4
 NM1725  NAD 27      -  42 24 44.12600(N)    096 25 35.97900(W) AD(       ) 3
 NM1725
 NM1725.Superseded values are not recommended for survey control.
 NM1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1725.See file dsdata.txt to determine how the superseded data were derived.
 NM1725
 NM1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1171898757(NAD 83)
 NM1725_MARKER: 42 = RADIO/TV MAST
 NM1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1725+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM1725
 NM1725  HISTORY     - Date     Condition        Report By
 NM1725  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1725  HISTORY     - 1966     GOOD             CGS
 NM1725  HISTORY     - 1975     GOOD             NGS
 NM1725  HISTORY     - 1979     GOOD             NGS
 NM1725  HISTORY     - 20050713 GOOD             GEOCAC
 NM1725
 NM1725                          STATION DESCRIPTION
 NM1725
 NM1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM1725'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF DAKOTA CITY
 NM1725'AND ABOUT 100 YARDS EAST OF U.S. HIGHWAY 77.
 NM1725'
 NM1725'THE MAST IS OF STEEL CONSTRUCTION, 195 FEET HIGH, PAINTED
 NM1725'RED AND WHITE AND HAS RED OBSTRUCTION LIGHT ON THE TOP.
 NM1725'
 NM1725'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 NM1725'
 NM1725'*THERE ARE FOUR MASTS IN THIS GROUP LOCATED APPROXIMATELY
 NM1725'IN A NORTH-SOUTH LINE AND THEY ARE NAMED IN THE FOLLOWING
 NM1725'MANNER--
 NM1725'
 NM1725'DAKOTA CITY, KTRI RADIO MAST (NORTH OF 4)
 NM1725'
 NM1725'DAKOTA CITY, KTRI RADIO MAST (SECOND OF 4)
 NM1725'
 NM1725'DAKOTA CITY, KTRI RADIO MAST (THIRD OF 4)
 NM1725'
 NM1725'DAKOTA CITY, KTRI RADIO MAST (SOUTH OF 4)
 NM1725
 NM1725                          STATION RECOVERY (1966)
 NM1725
 NM1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 NM1725'THE STATION WAS RECOVERED AS DESCRIBED IN 1948.
 NM1725
 NM1725                          STATION RECOVERY (1975)
 NM1725
 NM1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 NM1725'THIS STATION WAS RECOVERED AS DESCRIBED.
 NM1725'
 NM1725'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH WEST EDGE
 NM1725'OF DAKOTA CITY.
 NM1725
 NM1725                          STATION RECOVERY (1979)
 NM1725
 NM1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 NM1725'THIS MAST WAS RECOVERED AS DESCRIBED.
 NM1725'
 NM1725'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHWEST
 NM1725'SECTION OF DAKOTA CITY.
 NM1725
 NM1725                          STATION RECOVERY (2005)
 NM1725
 NM1725'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1726 ***********************************************************************
 NM1726  DESIGNATION -  DAKOTA CITY KTRI MAST N OF 4
 NM1726  PID         -  NM1726
 NM1726  STATE/COUNTY-  NE/DAKOTA
 NM1726  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1726
 NM1726                         *CURRENT SURVEY CONTROL
 NM1726  ___________________________________________________________________
 NM1726* NAD 83(1995)-  42 24 45.74453(N)    096 25 37.29272(W)     ADJUSTED  
 NM1726* NAVD 88     -                                                        
 NM1726  ___________________________________________________________________
 NM1726  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 NM1726  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 NM1726
 NM1726  HORZ ORDER  -  THIRD
 NM1726
 NM1726.The horizontal coordinates were established by classical geodetic methods
 NM1726.and adjusted by the National Geodetic Survey in August 1997..
 NM1726
 NM1726
 NM1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1726
 NM1726.The geoid height was determined by GEOID03.
 NM1726
 NM1726;                    North         East     Units Scale Factor Converg.
 NM1726;SPC NE       -   292,463.079   793,955.902   MT  0.99978394   +2 22 04.1
 NM1726;UTM  14      - 4,698,807.557   711,711.705   MT  1.00015151   +1 44 09.7
 NM1726
 NM1726                          SUPERSEDED SURVEY CONTROL
 NM1726
 NM1726  NAD 83(1986)-  42 24 45.74937(N)    096 25 37.29184(W) AD(       ) 4
 NM1726  NAD 27      -  42 24 45.76900(N)    096 25 36.17600(W) AD(       ) 3
 NM1726
 NM1726.Superseded values are not recommended for survey control.
 NM1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1726.See file dsdata.txt to determine how the superseded data were derived.
 NM1726
 NM1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1171298808(NAD 83)
 NM1726_MARKER: 42 = RADIO/TV MAST
 NM1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1726+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM1726
 NM1726  HISTORY     - Date     Condition        Report By
 NM1726  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1726  HISTORY     - 1949     GOOD             CGS
 NM1726  HISTORY     - 1962     GOOD             CGS
 NM1726  HISTORY     - 1966     GOOD             CGS
 NM1726  HISTORY     - 1975     GOOD             NGS
 NM1726  HISTORY     - 1979     GOOD             NGS
 NM1726  HISTORY     - 20050713 GOOD             GEOCAC
 NM1726
 NM1726                          STATION DESCRIPTION
 NM1726
 NM1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1726'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF DAKOTA CITY
 NM1726'AND ABOUT 100 YARDS EAST OF U.S. HIGHWAY 77.
 NM1726'
 NM1726'THE MAST IS OF STEEL CONSTRUCTION, 195 FEET HIGH, PAINTED
 NM1726'RED AND WHITE AND HAS RED OBSTRUCTION LIGHT ON THE TOP.
 NM1726'
 NM1726'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 NM1726'
 NM1726'*THERE ARE FOUR MASTS IN THIS GROUP LOCATED APPROXIMATELY
 NM1726'IN A NORTH-SOUTH LINE AND THEY ARE NAMED IN THE FOLLOWING
 NM1726'MANNER--
 NM1726'
 NM1726'DAKOTA CITY, KTRI RADIO MAST (NORTH OF 4)
 NM1726'
 NM1726'DAKOTA CITY, KTRI RADIO MAST (SECOND OF 4)
 NM1726'
 NM1726'DAKOTA CITY, KTRI RADIO MAST (THIRD OF 4)
 NM1726'
 NM1726'DAKOTA CITY, KTRI RADIO MAST (SOUTH OF 4)
 NM1726
 NM1726                          STATION RECOVERY (1949)
 NM1726
 NM1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WTJ)
 NM1726'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NM1726
 NM1726                          STATION RECOVERY (1962)
 NM1726
 NM1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM1726'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL
 NM1726'DESCRIPTION.  LOCAL INQUIRY VERIFIED THAT IT IS STILL
 NM1726'IN THE ORIGINAL LOCATION.
 NM1726
 NM1726                          STATION RECOVERY (1966)
 NM1726
 NM1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 NM1726'THE STATION WAS RECOVERED AS DESCRIBED IN 1948.
 NM1726
 NM1726                          STATION RECOVERY (1975)
 NM1726
 NM1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 NM1726'THIS STATION WAS RECOVERED AS DESCRIBED.
 NM1726'
 NM1726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH WEST EDGE
 NM1726'OF DAKOTA CITY.
 NM1726
 NM1726                          STATION RECOVERY (1979)
 NM1726
 NM1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 NM1726'THIS MAST WAS RECOVERED AS DESCRIBED.
 NM1726'
 NM1726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHWEST SECTION
 NM1726'OF DAKOTA CITY.
 NM1726
 NM1726                          STATION RECOVERY (2005)
 NM1726
 NM1726'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM1726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1727 ***********************************************************************
 NM1727  DESIGNATION -  DAKOTA CITY KTRI MAST 3RD OF 4
 NM1727  PID         -  NM1727
 NM1727  STATE/COUNTY-  NE/DAKOTA
 NM1727  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1727
 NM1727                         *CURRENT SURVEY CONTROL
 NM1727  ___________________________________________________________________
 NM1727* NAD 83(1995)-  42 24 42.45232(N)    096 25 36.91009(W)     ADJUSTED  
 NM1727* NAVD 88     -                                                        
 NM1727  ___________________________________________________________________
 NM1727  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 NM1727  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 NM1727
 NM1727  HORZ ORDER  -  THIRD
 NM1727
 NM1727.The horizontal coordinates were established by classical geodetic methods
 NM1727.and adjusted by the National Geodetic Survey in August 1997..
 NM1727
 NM1727
 NM1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1727
 NM1727.The geoid height was determined by GEOID03.
 NM1727
 NM1727;                    North         East     Units Scale Factor Converg.
 NM1727;SPC NE       -   292,361.965   793,968.838   MT  0.99978369   +2 22 04.3
 NM1727;UTM  14      - 4,698,706.269   711,723.529   MT  1.00015157   +1 44 09.8
 NM1727
 NM1727                          SUPERSEDED SURVEY CONTROL
 NM1727
 NM1727  NAD 83(1986)-  42 24 42.45603(N)    096 25 36.90980(W) AD(       ) 4
 NM1727  NAD 27      -  42 24 42.47500(N)    096 25 35.79000(W) AD(       ) 3
 NM1727
 NM1727.Superseded values are not recommended for survey control.
 NM1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1727.See file dsdata.txt to determine how the superseded data were derived.
 NM1727
 NM1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1172498706(NAD 83)
 NM1727_MARKER: 42 = RADIO/TV MAST
 NM1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1727+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM1727
 NM1727  HISTORY     - Date     Condition        Report By
 NM1727  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1727  HISTORY     - 1966     GOOD             CGS
 NM1727  HISTORY     - 1975     GOOD             NGS
 NM1727  HISTORY     - 1979     GOOD             NGS
 NM1727  HISTORY     - 20050713 GOOD             GEOCAC
 NM1727
 NM1727                          STATION DESCRIPTION
 NM1727
 NM1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM1727'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF DAKOTA CITY
 NM1727'AND ABOUT 100 YARDS EAST OF U.S. HIGHWAY 77.
 NM1727'
 NM1727'THE MAST IS OF STEEL CONSTRUCTION, 195 FEET HIGH, PAINTED
 NM1727'RED AND WHITE AND HAS RED OBSTRUCTION LIGHT ON THE TOP.
 NM1727'
 NM1727'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 NM1727'
 NM1727'*THERE ARE FOUR MASTS IN THIS GROUP LOCATED APPROXIMATELY
 NM1727'IN A NORTH-SOUTH LINE AND THEY ARE NAMED IN THE FOLLOWING
 NM1727'MANNER--
 NM1727'
 NM1727'DAKOTA CITY, KTRI RADIO MAST (NORTH OF 4)
 NM1727'
 NM1727'DAKOTA CITY, KTRI RADIO MAST (SECOND OF 4)
 NM1727'
 NM1727'DAKOTA CITY, KTRI RADIO MAST (THIRD OF 4)
 NM1727'
 NM1727'DAKOTA CITY, KTRI RADIO MAST (SOUTH OF 4)
 NM1727
 NM1727                          STATION RECOVERY (1966)
 NM1727
 NM1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 NM1727'THE STATION WAS RECOVERED AS DESCRIBED IN 1948.
 NM1727
 NM1727                          STATION RECOVERY (1975)
 NM1727
 NM1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 NM1727'THIS STATION WAS RECOVERED AS DESCRIBED.
 NM1727'
 NM1727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH WEST EDGE
 NM1727'OF DAKOTA CITY.
 NM1727
 NM1727                          STATION RECOVERY (1979)
 NM1727
 NM1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 NM1727'THIS MAST WAS RECOVERED AS DESCRIBED.
 NM1727'
 NM1727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHWEST
 NM1727'SECTION OF DAKOTA CITY.
 NM1727
 NM1727                          STATION RECOVERY (2005)
 NM1727
 NM1727'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM1727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1721 ***********************************************************************
 NM1721  DESIGNATION -  DAKOTA CITY KWSR RADIO MAST
 NM1721  PID         -  NM1721
 NM1721  STATE/COUNTY-  NE/DAKOTA
 NM1721  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1721
 NM1721                         *CURRENT SURVEY CONTROL
 NM1721  ___________________________________________________________________
 NM1721* NAD 83(1995)-  42 26 14.59434(N)    096 24 55.76419(W)     ADJUSTED  
 NM1721* NAVD 88     -                                                        
 NM1721  ___________________________________________________________________
 NM1721  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 NM1721  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 NM1721
 NM1721  HORZ ORDER  -  THIRD
 NM1721
 NM1721.The horizontal coordinates were established by classical geodetic methods
 NM1721.and adjusted by the National Geodetic Survey in August 1997..
 NM1721
 NM1721
 NM1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1721
 NM1721.The geoid height was determined by GEOID03.
 NM1721
 NM1721;                    North         East     Units Scale Factor Converg.
 NM1721;SPC NE       -   295,240.973   794,790.819   MT  0.99979087   +2 22 31.6
 NM1721;SPC IA N     - 1,108,257.191 1,260,169.366   MT  0.99995340   -1 58 33.4
 NM1721;UTM  14      - 4,701,577.098   712,577.495   MT  1.00015602   +1 44 40.7
 NM1721
 NM1721                          SUPERSEDED SURVEY CONTROL
 NM1721
 NM1721  NAD 83(1986)-  42 26 14.59806(N)    096 24 55.76418(W) AD(       ) 4
 NM1721  NAD 27      -  42 26 14.62000(N)    096 24 54.65400(W) AD(       ) 3
 NM1721
 NM1721.Superseded values are not recommended for survey control.
 NM1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1721.See file dsdata.txt to determine how the superseded data were derived.
 NM1721
 NM1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN1257701577(NAD 83)
 NM1721_MARKER: 42 = RADIO/TV MAST
 NM1721
 NM1721  HISTORY     - Date     Condition        Report By
 NM1721  HISTORY     - 1948     FIRST OBSERVED   CGS
 NM1721  HISTORY     - 1975     GOOD             NGS
 NM1721  HISTORY     - 1979     GOOD             NGS
 NM1721  HISTORY     - 20050713 MARK NOT FOUND   GEOCAC
 NM1721
 NM1721                          STATION DESCRIPTION
 NM1721
 NM1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM1721'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF DAKOTA CITY
 NM1721'AND 100 YARDS WEST OF U.S. HIGHWAY 75 ON PROPERTY BELONGING
 NM1721'TO THE NORTHERN NATURAL GAS CO., WHICH OWNS AND OPERATES THE
 NM1721'STATION.
 NM1721'
 NM1721'THE MAST IS OF STEEL CONSTRUCTION, 240 FEET HIGH AND PAINTED
 NM1721'RED AND WHITE.
 NM1721'
 NM1721'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 NM1721
 NM1721                          STATION RECOVERY (1975)
 NM1721
 NM1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 NM1721'RECOVERED AS DESCRIBED.
 NM1721'
 NM1721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH
 NM1721'OF DAKOTA.
 NM1721
 NM1721                          STATION RECOVERY (1979)
 NM1721
 NM1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 NM1721'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION IN QUAD 420962
 NM1721'STA. 1012.
 NM1721'
 NM1721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH
 NM1721'OF DAKOTA CITY.
 NM1721
 NM1721                          STATION RECOVERY (2005)
 NM1721
 NM1721'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM1721'THERE IS NO MAST AT THE DESCRIBED LOCATION AND PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1724 ***********************************************************************
 NM1724  DESIGNATION -  DAKOTA CITY MUNICIPAL TANK
 NM1724  PID         -  NM1724
 NM1724  STATE/COUNTY-  NE/DAKOTA
 NM1724  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1724
 NM1724                         *CURRENT SURVEY CONTROL
 NM1724  ___________________________________________________________________
 NM1724* NAD 83(1995)-  42 24 57.35713(N)    096 25 04.98255(W)     ADJUSTED  
 NM1724* NAVD 88     -                                                        
 NM1724  ___________________________________________________________________
 NM1724  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 NM1724  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 NM1724
 NM1724  HORZ ORDER  -  THIRD
 NM1724
 NM1724.The horizontal coordinates were established by classical geodetic methods
 NM1724.and adjusted by the National Geodetic Survey in August 1997..
 NM1724
 NM1724
 NM1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1724
 NM1724.The geoid height was determined by GEOID03.
 NM1724
 NM1724;                    North         East     Units Scale Factor Converg.
 NM1724;SPC NE       -   292,851.565   794,679.038   MT  0.99978484   +2 22 25.5
 NM1724;SPC IA N     - 1,105,882.757 1,259,876.566   MT  0.99995497   -1 58 39.7
 NM1724;UTM  14      - 4,699,188.188   712,439.348   MT  1.00015530   +1 44 31.9
 NM1724
 NM1724                          SUPERSEDED SURVEY CONTROL
 NM1724
 NM1724  NAD 83(1986)-  42 24 57.36219(N)    096 25 04.97929(W) AD(       ) 4
 NM1724  NAD 27      -  42 24 57.38000(N)    096 25 03.85600(W) AD(       ) 3
 NM1724
 NM1724.Superseded values are not recommended for survey control.
 NM1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1724.See file dsdata.txt to determine how the superseded data were derived.
 NM1724
 NM1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1243999188(NAD 83)
 NM1724_MARKER: 53 = ELEVATED TANK
 NM1724
 NM1724  HISTORY     - Date     Condition        Report By
 NM1724  HISTORY     - 1934     FIRST OBSERVED   CGS
 NM1724  HISTORY     - 1940     GOOD             CGS
 NM1724  HISTORY     - 1948     GOOD             CGS
 NM1724  HISTORY     - 1949     GOOD             CGS
 NM1724  HISTORY     - 1959     GOOD             CGS
 NM1724  HISTORY     - 1962     GOOD             CGS
 NM1724  HISTORY     - 1966     GOOD             CGS
 NM1724  HISTORY     - 1979     GOOD             NGS
 NM1724  HISTORY     - 20050713 MARK NOT FOUND   GEOCAC
 NM1724
 NM1724                          STATION DESCRIPTION
 NM1724
 NM1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1724'DAKOTA CITY MUNICIPAL TANK IS IN THE VILLAGE OF DAKOTA CITY
 NM1724'ABOUT CENTER IN THE BLOCK EAST OF THE COURTHOUSE AND AT THE
 NM1724'REAR OF THE CITY WATERWORKS BUILDING.
 NM1724'
 NM1724'TANK AND SUPPORTING TOWER IS BUILT OF STRUCTURAL STEEL, THE
 NM1724'TANK PAINTED ALUMINUM, THE SUPPORTING TOWER PAINTED BLACK.
 NM1724'THE ENTIRE STRUCTURE IS ABOUT 105 FEET HIGH, WITH A STEEL
 NM1724'BALL CENTERED AT THE TOP.
 NM1724
 NM1724                          STATION RECOVERY (1948)
 NM1724
 NM1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1724'THE STATION IS LOCATED IN DAKOTA CITY ABOUT 100 YARDS NORTH
 NM1724'OF U.S. HIGHWAY 77 AND 100 YARDS EAST OF THE COURT HOUSE.
 NM1724'
 NM1724'THE TANK IS OF STEEL CONSTRUCTION, 120 FEET HIGH, FOUR-LEGGED,
 NM1724'30 FEET SQUARE AT THE BASE AND PAINTED SILVER.
 NM1724'
 NM1724'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 NM1724
 NM1724                          STATION RECOVERY (1949)
 NM1724
 NM1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WTJ)
 NM1724'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NM1724
 NM1724                          STATION RECOVERY (1959)
 NM1724
 NM1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 NM1724'RECOVERED AS DESCRIBED.
 NM1724
 NM1724                          STATION RECOVERY (1962)
 NM1724
 NM1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 NM1724'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NM1724
 NM1724                          STATION RECOVERY (1966)
 NM1724
 NM1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 NM1724'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 NM1724
 NM1724                          STATION RECOVERY (1979)
 NM1724
 NM1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 NM1724'STATION RECOVERED AS DESCRIBED.
 NM1724'
 NM1724'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE TOWN OF
 NM1724'DAKOTA CITY.
 NM1724
 NM1724                          STATION RECOVERY (2005)
 NM1724
 NM1724'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM1724'THERE IS NO TANK AT THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0504 ***********************************************************************
 MN0504  DESIGNATION -  DALTON
 MN0504  PID         -  MN0504
 MN0504  STATE/COUNTY-  NE/MORRILL
 MN0504  USGS QUAD   -  DALTON (1972)
 MN0504
 MN0504                         *CURRENT SURVEY CONTROL
 MN0504  ___________________________________________________________________
 MN0504* NAD 83(1995)-  41 27 21.01061(N)    102 58 56.46465(W)     ADJUSTED  
 MN0504* NAVD 88     -      1275.     (meters)    4183.     (feet)  SCALED    
 MN0504  ___________________________________________________________________
 MN0504  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MN0504  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 MN0504
 MN0504  HORZ ORDER  -  FIRST
 MN0504
 MN0504.The horizontal coordinates were established by classical geodetic methods
 MN0504.and adjusted by the National Geodetic Survey in August 1997..
 MN0504
 MN0504.The orthometric height was scaled from a topographic map.
 MN0504
 MN0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0504
 MN0504.The geoid height was determined by GEOID03.
 MN0504
 MN0504;                    North         East     Units Scale Factor Converg.
 MN0504;SPC NE       -   184,434.627   250,950.367   MT  0.99965897   -1 58 35.0
 MN0504;UTM  13      - 4,591,326.026   668,517.273   MT  0.99994949   +1 20 09.9
 MN0504
 MN0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0504!SPC NE       -   0.99980320  x   0.99965897  =   0.99946224
 MN0504!UTM  13      -   0.99980320  x   0.99994949  =   0.99975270
 MN0504
 MN0504|---------------------------------------------------------------------|
 MN0504| PID    Reference Object                     Distance      Geod. Az  |
 MN0504|                                                           dddmmss.s |
 MN0504| CP6938 DALTON RM 1                          27.382 METERS 12027     |
 MN0504| MN0502 DALTON MUNICIPAL TANK               APPROX. 5.4 KM 1720940.5 |
 MN0504| CP6937 DALTON AZ MK RESET                                 1831407.0 |
 MN0504| CP6939 DALTON RM 2 AZIMUTH                                1854521.1 |
 MN0504| MN0520 COURTHOUSE ROCK SUMMIT              APPROX.19.2 KM 3243604.7 |
 MN0504| MN0517 BRIDGEPORT WATER TANK               APPROX.25.3 KM 3365857.6 |
 MN0504| CP6940 DALTON RM 3                          38.701 METERS 33810     |
 MN0504|---------------------------------------------------------------------|
 MN0504
 MN0504                          SUPERSEDED SURVEY CONTROL
 MN0504
 MN0504  NAD 83(1995)-  41 27 21.01030(N)    102 58 56.46473(W) AD(       ) 1
 MN0504  NAD 83(1986)-  41 27 21.00402(N)    102 58 56.46693(W) AD(       ) 1
 MN0504  NAD 27      -  41 27 21.08000(N)    102 58 54.72900(W) AD(       ) 1
 MN0504
 MN0504.Superseded values are not recommended for survey control.
 MN0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0504.See file dsdata.txt to determine how the superseded data were derived.
 MN0504
 MN0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6851791326(NAD 83)
 MN0504_MARKER: DS = TRIANGULATION STATION DISK
 MN0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0504
 MN0504  HISTORY     - Date     Condition        Report By
 MN0504  HISTORY     - 1933     MONUMENTED       CGS
 MN0504  HISTORY     - 1963     GOOD             CGS
 MN0504
 MN0504                          STATION DESCRIPTION
 MN0504
 MN0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0504'ABOUT 3 MILES N OF DALTON IN SOUTHWEST QUARTER SEC. 9, T. 17 N.,
 MN0504'R. 49 W., ON KNOLL IN PASTURE OWNED BY MRS. LEE BUCK.  STATION
 MN0504'IS ABOUT 60 YARDS EAST OF STATE HIGHWAY 19.
 MN0504'
 MN0504'REACHED FROM DALTON VIA STATE HIGHWAY 19 NORTH 3 MILES TO A
 MN0504'SECTION-LINE ROAD LEADING EAST, THENCE NORTHEAST ACROSS PASTURE
 MN0504'0.2 MILE TO STATION.  FROM BRIDGEPORT, FOLLOW U.S. HIGHWAY
 MN0504'26 EAST 7.25 MILES, THENCE SOUTH ON STATE HIGHWAY 19 FOR 11.5
 MN0504'MILES TO THE ROAD LEADING EAST AS NOTED ABOVE.  TRUCK TO STATION.
 MN0504'STATION IS ON SUMMIT OF HIGHEST KNOLL IN VICINITY.
 MN0504'
 MN0504'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION IN SAME
 MN0504'PASTURE.
 MN0504'
 MN0504'REFERENCE MARK NO. 2, AZIMUTH MARK, IS ON EAST SIDE OF STATE
 MN0504'HIGHWAY 16 WHERE IT CROSSES A RIDGE ABOUT 1/2 MILE SOUTH OF
 MN0504'STATION.
 MN0504'
 MN0504'REFERENCE MARK NO. 3 IS NORTHWEST OF STATION IN SAME PASTURE.
 MN0504'
 MN0504'ALL MARKS PROJECT 4 INCHES ABOVE GROUND.
 MN0504
 MN0504                          STATION RECOVERY (1963)
 MN0504
 MN0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0504'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 MN0504'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 MN0504'REFERENCE MARK NO. 2 WAS DESTROYED BY HIGHWAY CONSTRUCTION
 MN0504'IN THE AREA.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 MN0504'THE HORIZONTAL DISTANCE TO BOTH REFERENCE MARKS WAS FOUND IN
 MN0504'ERROR.  A NEW DESCRIPTION FOLLOWS.
 MN0504'
 MN0504'THE STATION IS LOCATED 17 MILES SOUTHEAST OF BRIDGEPORT, 12
 MN0504'MILES SOUTHWEST OF BORADWATER, 3 MILES NORTH OF DALTON, 260
 MN0504'FEET WEST OF THE CENTER OF U.S. HIGHWAY 385, ON THE HIGHEST
 MN0504'POINT OF A GRASSY KNOLL IN OPEN PASTURE LAND, OWNED BY MR. LOUIS
 MN0504'BUCK.
 MN0504'
 MN0504'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DALTON,
 MN0504'0.05 MILE WEST OF THE POST OFFICE, GO NORTH ON U.S. HIGHWAY
 MN0504'385 FOR 2.9 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 MN0504'STRAIGHT AHEAD AND GO NORTH ON U.S. HIGHWAY 385 FOR 0.5 MILE
 MN0504'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED
 MN0504'ROAD FOR 0.05 MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT
 MN0504'THROUGH THE WIRE GATE AND GO NORTH ACROSS AN OPEN PASTURE
 MN0504'FOR 0.2 MILE TO THE STATION AS DESCRIBED ON THE HIGHEST POINT
 MN0504'OF THE KNOLL.
 MN0504'
 MN0504'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 14-INCH
 MN0504'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED
 MN0504'DALTON 1933.  IT IS 260 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 MN0504'385 AND 220 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE.
 MN0504'
 MN0504'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0504'13-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES AND IS
 MN0504'STAMPED DALTON NO 1 1933.
 MN0504'
 MN0504'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 MN0504'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND
 MN0504'IS STAMPED DALTON NO 3 1933.  IT IS 173 FEET EAST OF THE EAST
 MN0504'RIGHT-OF-WAY FENCE.
 MN0504'
 MN0504'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0504'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 MN0504'DALTON 1933 RESET 1963.  IT IS 40 FEET EAST OF THE CENTER
 MN0504'OF U.S. HIGHWAY 385, 1.3 FEET SOUTHEAST OF A METAL WITNESS
 MN0504'POST, 1.3 FEET NORTH OF A TELEPHONE POLE, IN THE EAST
 MN0504'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0502 ***********************************************************************
 MN0502  DESIGNATION -  DALTON MUNICIPAL TANK
 MN0502  PID         -  MN0502
 MN0502  STATE/COUNTY-  NE/CHEYENNE
 MN0502  USGS QUAD   -  DALTON (1972)
 MN0502
 MN0502                         *CURRENT SURVEY CONTROL
 MN0502  ___________________________________________________________________
 MN0502* NAD 83(1995)-  41 24 27.94627(N)    102 58 24.81753(W)     ADJUSTED  
 MN0502* NAVD 88     -                                                        
 MN0502  ___________________________________________________________________
 MN0502  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 MN0502  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 MN0502
 MN0502  HORZ ORDER  -  THIRD
 MN0502
 MN0502.The horizontal coordinates were established by classical geodetic methods
 MN0502.and adjusted by the National Geodetic Survey in August 1997..
 MN0502
 MN0502
 MN0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0502
 MN0502.The geoid height was determined by GEOID03.
 MN0502
 MN0502;                    North         East     Units Scale Factor Converg.
 MN0502;SPC NE       -   179,075.172   251,500.653   MT  0.99966005   -1 58 14.0
 MN0502;UTM  13      - 4,586,005.760   669,376.508   MT  0.99995307   +1 20 26.3
 MN0502
 MN0502                          SUPERSEDED SURVEY CONTROL
 MN0502
 MN0502  NAD 83(1995)-  41 24 27.94626(N)    102 58 24.81746(W) AD(       ) 4
 MN0502  NAD 83(1986)-  41 24 27.94037(N)    102 58 24.81992(W) AD(       ) 4
 MN0502  NAD 27      -  41 24 28.01400(N)    102 58 23.08300(W) AD(       ) 3
 MN0502
 MN0502.Superseded values are not recommended for survey control.
 MN0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0502.See file dsdata.txt to determine how the superseded data were derived.
 MN0502
 MN0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6937786006(NAD 83)
 MN0502_MARKER: 51 = TANK
 MN0502
 MN0502  HISTORY     - Date     Condition        Report By
 MN0502  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0502
 MN0502                          STATION DESCRIPTION
 MN0502
 MN0502'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1337 ***********************************************************************
 LH1337  DESIGNATION -  DAMAXIS
 LH1337  PID         -  LH1337
 LH1337  STATE/COUNTY-  NE/BUFFALO
 LH1337  USGS QUAD   -  AMHERST (1983)
 LH1337
 LH1337                         *CURRENT SURVEY CONTROL
 LH1337  ___________________________________________________________________
 LH1337* NAD 83(1995)-  40 49 11.08154(N)    099 17 21.45091(W)     ADJUSTED  
 LH1337* NAVD 88     -       706.     (meters)    2316.     (feet)  SCALED    
 LH1337  ___________________________________________________________________
 LH1337  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 LH1337  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 LH1337
 LH1337  HORZ ORDER  -  THIRD
 LH1337
 LH1337.The horizontal coordinates were established by classical geodetic methods
 LH1337.and adjusted by the National Geodetic Survey in August 1997..
 LH1337
 LH1337.The orthometric height was scaled from a topographic map.
 LH1337
 LH1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1337
 LH1337.The geoid height was determined by GEOID03.
 LH1337
 LH1337;                    North         East     Units Scale Factor Converg.
 LH1337;SPC NE       -   109,765.311   559,941.284   MT  0.99972976   +0 28 15.5
 LH1337;UTM  14      - 4,518,787.606   475,603.929   MT  0.99960733   -0 11 20.8
 LH1337
 LH1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1337!SPC NE       -   0.99989301  x   0.99972976  =   0.99962280
 LH1337!UTM  14      -   0.99989301  x   0.99960733  =   0.99950038
 LH1337
 LH1337:                Primary Azimuth Mark                     Grid Az
 LH1337:SPC NE       -  DAMAXIS AZ MK                            112 32 42.2
 LH1337:UTM  14      -  DAMAXIS AZ MK                            113 12 18.5
 LH1337
 LH1337|---------------------------------------------------------------------|
 LH1337| PID    Reference Object                     Distance      Geod. Az  |
 LH1337|                                                           dddmmss.s |
 LH1337| CN9107 DAMAXIS AZ MK                                      1130057.7 |
 LH1337|---------------------------------------------------------------------|
 LH1337
 LH1337                          SUPERSEDED SURVEY CONTROL
 LH1337
 LH1337  NAD 83(1986)-  40 49 11.08853(N)    099 17 21.45313(W) AD(       ) 3
 LH1337  NAD 27      -  40 49 11.05100(N)    099 17 20.10700(W) AD(       ) 3
 LH1337
 LH1337.Superseded values are not recommended for survey control.
 LH1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1337.See file dsdata.txt to determine how the superseded data were derived.
 LH1337
 LH1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7560418788(NAD 83)
 LH1337_MARKER: DS = TRIANGULATION STATION DISK
 LH1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1337
 LH1337  HISTORY     - Date     Condition        Report By
 LH1337  HISTORY     - 1950     MONUMENTED       BOR
 LH1337
 LH1337                          STATION DESCRIPTION
 LH1337
 LH1337'DESCRIBED BY US BUREAU OF RECLAMATION 1950 (JCT)
 LH1337'STATION IS LOCATED 1-1/2 MILES SOUTHWEST OF THE VILLAGE OF AMHERST,
 LH1337'ABOUT 0.4 MILE NORTH OF AN AIRWAY BEACON TOWER, AND IN A
 LH1337'CULTIVATED FIELD, ABOUT 100 YARDS EAST OF THE HIGHEST PART
 LH1337'OF THE HILL.  THE MARK IS A US BUREAU OF RECLAMATION SURVEY MARK,
 LH1337'AND IS A 6 BY 6 INCH CONCRETE POST THAT PROJECTS ABOUT 2 INCHES.
 LH1337'THE BRONZE DISC IN THE CENTER OF THE POST IS STAMPED DAMAXIS NO.
 LH1337'SW.
 LH1337'
 LH1337'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISC AND THE AZIMUTH MARK
 LH1337'FOR STATION AMHERST.  IT IS LOCATED ON THE RIGHT-OF-WAY OF AN
 LH1337'EAST-WEST GRAVEL ROAD, 38 FEET SOUTH OF THE APPROXIMATE
 LH1337'CENTERLINE OF THE ROAD, 26 FEET WEST OF A TELEPHONE POLE, 2 FEET
 LH1337'WEST OF A WHITE WITNESS POST, AND AT THE TOP OF A DEEP CUT-BANK
 LH1337'AT THE EDGE OF A SCHOOL YARD.  THE MARK PROJECTS ABOUT 4 INCHES
 LH1337'AND THE DISC IS STAMPED, AMHERST 1950.
 LH1337'
 LH1337'THE STATION WAS REACHED FROM THE RAILROAD DEPOT IN AMHERST BY GOING
 LH1337'NORTHWEST ON STATE ROUTE 40 FOR 0.1 MILE TO CROSSROADS, THENCE
 LH1337'TURN LEFT OR SOUTH FOR 1.5 MILES TO A CROSSROADS, THENCE RIGHT
 LH1337'OR WEST FOR 0.05 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 LH1337'DESCRIBED ABOVE.  FROM HERE CONTINUE WEST ON GRAVEL ROAD FOR
 LH1337'0.5 MILE TO A FARMHOUSE ON THE RIGHT, THE HOME OF MR. ARTHUR
 LH1337'HARMONEY.  GO THRU THE FARMYARD AND CONTINUE WEST ALONG THE
 LH1337'NORTH SIDE OF THE RIGHT-OF-WAY FENCE TO A AIRWAY BEACON.  HERE
 LH1337'TURN RIGHT OR NORTH AND CONTINUE ACROSS CULTIVATED FIELD,
 LH1337'NORTH AND NORTHEAST FOR 0.4 MILES TO THE STATION MARK AS
 LH1337'DESCRIBED ABOVE.
 LH1337'
 LH1337'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1535 ***********************************************************************
 LH1535  DESIGNATION -  DANA AZ MK 2
 LH1535  PID         -  LH1535
 LH1535  STATE/COUNTY-  NE/CLAY
 LH1535  USGS QUAD   -  FAIRFIELD NW (1969)
 LH1535
 LH1535                         *CURRENT SURVEY CONTROL
 LH1535  ___________________________________________________________________
 LH1535* NAD 83(1995)-  40 27 07.22352(N)    098 09 24.26607(W)     ADJUSTED  
 LH1535* NAVD 88     -       547.4    (meters)    1796.     (feet)  VERTCON   
 LH1535  ___________________________________________________________________
 LH1535  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 LH1535  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 LH1535
 LH1535  HORZ ORDER  -  THIRD
 LH1535
 LH1535.The horizontal coordinates were established by classical geodetic methods
 LH1535.and adjusted by the National Geodetic Survey in August 1997..
 LH1535
 LH1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1535
 LH1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1535
 LH1535.The geoid height was determined by GEOID03.
 LH1535
 LH1535;                    North         East     Units Scale Factor Converg.
 LH1535;SPC NE       -    70,358.370   656,321.250   MT  0.99982617   +1 13 17.5
 LH1535;UTM  14      - 4,478,268.895   571,503.932   MT  0.99966293   +0 32 49.7
 LH1535
 LH1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1535!SPC NE       -   0.99991818  x   0.99982617  =   0.99974437
 LH1535!UTM  14      -   0.99991818  x   0.99966293  =   0.99958114
 LH1535
 LH1535                          SUPERSEDED SURVEY CONTROL
 LH1535
 LH1535  NAD 83(1986)-  40 27 07.23097(N)    098 09 24.26559(W) AD(       ) 3
 LH1535  NGVD 29 (02/17/94)  547.2    (m)         1795.     (f) VERT ANG       
 LH1535
 LH1535.Superseded values are not recommended for survey control.
 LH1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1535.See file dsdata.txt to determine how the superseded data were derived.
 LH1535
 LH1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7150478269(NAD 83)
 LH1535_MARKER: DZ = AZIMUTH MARK DISK
 LH1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1535_SP_SET: CONCRETE POST
 LH1535_STAMPING: DANA 1951 NO 2 1983
 LH1535_MARK LOGO: NGS   
 LH1535_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1535+STABILITY: SURFACE MOTION
 LH1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1535+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LH1535
 LH1535  HISTORY     - Date     Condition        Report By
 LH1535  HISTORY     - 1983     MONUMENTED       NGS
 LH1535
 LH1535                          STATION DESCRIPTION
 LH1535
 LH1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1535'THE STATION IS LOCATED ABOUT 5.2 KM (3.2 MI) WEST-NORTHWEST FROM
 LH1535'FAIRFIELD, 1.6 KM (1.0 MI) NORTH FROM STATE HIGHWAY 74, 0.4 KM
 LH1535'(0.2 MI) WEST FROM A RAILROAD TRACK AND ON THE SOUTH RIGHT-OF-WAY OF
 LH1535'A COUNTY ROAD.
 LH1535'TO REACH FROM THE POST OFFICE IN FAIRFIELD, GO NORTH ON D STREET FOR
 LH1535'0.64 KM (0.40 MI) TO STATE HIGHWAY 74.  TURN LEFT AND GO WEST ON THE
 LH1535'HIGHWAY FOR 5.15 KM (3.20 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT
 LH1535'AND GO NORTH ON THE GRAVELED ROAD FOR 1.61 KM (1.00 MI) TO A T-ROAD
 LH1535'AND STATION DANA.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.72
 LH1535'KM (0.45 MI) TO THE MARK ON THE RIGHT.
 LH1535'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1535'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.0 M
 LH1535'(3.3 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 9.1 M (29.9 FT)
 LH1535'SOUTH FROM THE CENTERLINE OF THE ROAD, 1.37 M (4.49 FT) NORTHWEST FROM
 LH1535'A POWER POLE, 1.2 M (3.9 FT) NORTH FROM A FENCE AND 0.55 M (1.80 FT)
 LH1535'EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1164 ***********************************************************************
 LH1164  DESIGNATION -  DANA RESET
 LH1164  PID         -  LH1164
 LH1164  STATE/COUNTY-  NE/CLAY
 LH1164  USGS QUAD   -  FAIRFIELD NW (1969)
 LH1164
 LH1164                         *CURRENT SURVEY CONTROL
 LH1164  ___________________________________________________________________
 LH1164* NAD 83(1995)-  40 27 07.95674(N)    098 09 55.54102(W)     ADJUSTED  
 LH1164* NAVD 88     -       548.     (meters)    1798.     (feet)  VERTCON   
 LH1164  ___________________________________________________________________
 LH1164  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 LH1164  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 LH1164
 LH1164  HORZ ORDER  -  FIRST
 LH1164
 LH1164.The horizontal coordinates were established by classical geodetic methods
 LH1164.and adjusted by the National Geodetic Survey in August 1997..
 LH1164
 LH1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1164
 LH1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1164
 LH1164.The geoid height was determined by GEOID03.
 LH1164
 LH1164;                    North         East     Units Scale Factor Converg.
 LH1164;SPC NE       -    70,365.307   655,584.122   MT  0.99982610   +1 12 56.8
 LH1164;UTM  14      - 4,478,284.504   570,767.057   MT  0.99966164   +0 32 29.4
 LH1164
 LH1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1164!SPC NE       -   0.99991806  x   0.99982610  =   0.99974417
 LH1164!UTM  14      -   0.99991806  x   0.99966164  =   0.99957972
 LH1164
 LH1164|---------------------------------------------------------------------|
 LH1164| PID    Reference Object                     Distance      Geod. Az  |
 LH1164|                                                           dddmmss.s |
 LH1164| CN9108 DANA RM 1                            27.598 METERS 03636     |
 LH1164| LH1107 CLAY CENTER MUN STANDPIPE           APPROX.12.0 KM 0505338.8 |
 LH1164| LH1535 DANA AZ MK 2                        APPROX. 0.7 KM 0914518.0 |
 LH1164| LH1536 DANA RM A RESET                      28.761 METERS 10009     |
 LH1164| LH1158 FAIRFIELD MUNICIPAL TANK            APPROX. 5.5 KM 1171919.2 |
 LH1164| LH1583 DANA RM 2                            34.363 METERS 13109     |
 LH1164| LH1582 DANA AZ MK                                         1793224.0 |
 LH1164| LH1186 LAWRENCE SACRED HEART CATCH CH      APPROX.19.5 KM 2040552.8 |
 LH1164| LH1185 LAWRENCE MUNICIPAL TANK             APPROX.19.7 KM 2041044.6 |
 LH1164| LH1584 DANA RM 3                            12.345 METERS 24621     |
 LH1164| LH1113 GLENVIL MUNICIPAL TANK              APPROX. 9.5 KM 3052124.5 |
 LH1164|---------------------------------------------------------------------|
 LH1164
 LH1164                          SUPERSEDED SURVEY CONTROL
 LH1164
 LH1164  NAD 83(1986)-  40 27 07.96422(N)    098 09 55.54055(W) AD(       ) 1
 LH1164  NAD 27      -  40 27 07.91700(N)    098 09 54.35800(W) AD(       ) 1
 LH1164  NGVD 29 (07/19/86)  548.     (m)         1798.     (f) VERT ANG       
 LH1164
 LH1164.Superseded values are not recommended for survey control.
 LH1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1164.See file dsdata.txt to determine how the superseded data were derived.
 LH1164
 LH1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7076778285(NAD 83)
 LH1164_MARKER: DS = TRIANGULATION STATION DISK
 LH1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1164_SP_SET: CONCRETE POST
 LH1164_STAMPING: DANA 1951 1970
 LH1164_MARK LOGO: NGS   
 LH1164_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1164+STABILITY: SURFACE MOTION
 LH1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1164+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1983
 LH1164
 LH1164  HISTORY     - Date     Condition        Report By
 LH1164  HISTORY     - 1951     MONUMENTED       CGS
 LH1164  HISTORY     - 1956     GOOD             CGS
 LH1164  HISTORY     - 1966     GOOD             CGS
 LH1164  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LH1164  HISTORY     - 1970     GOOD             NGS
 LH1164  HISTORY     - 1972     GOOD             NGS
 LH1164  HISTORY     - 1973     GOOD             USAF
 LH1164  HISTORY     - 19830412 GOOD             NGS
 LH1164
 LH1164                          STATION DESCRIPTION
 LH1164
 LH1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1164'THE STATION IS LOCATED ABOUT 3.0 MILES WEST-NORTHWEST OF FAIRFIELD
 LH1164'IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 93 FEET SOUTHWEST
 LH1164'OF A STEEL GRANARY, 42 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LH1164'ROAD, 20 FEET WEST OF THE CENTER OF A DIM TRACK ROAD, 6 FEET
 LH1164'NORTH OF A POWER LINE POLE AND 3 FEET EAST OF A WITNESS POST.
 LH1164'IT IS STAMPED DANA 1951 AND PROJECTS 3 INCHES.
 LH1164'
 LH1164'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF A CULTIVATED FIELD,
 LH1164'25 FEET EAST OF THE CENTER OF A DIM TRACK ROAD AND 3 FEET
 LH1164'SOUTHWEST OF A STEEL GRANARY.  IT IS STAMPED DANA NO 1 1951 AND
 LH1164'PROJECTS 2 INCHES.
 LH1164'
 LH1164'REFERENCE MARK NO. 2 IS IN THE SOUTHEAST ANGLE OF A T INTERSECTION,
 LH1164'50 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 25 FEET SOUTH
 LH1164'OF THE CENTER OF AN EAST-WEST ROAD, 1 FOOT EAST OF THE EAST END
 LH1164'OF A WIRE GATE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT
 LH1164'IS STAMPED DANA NO 2 1951 AND PROJECTS 3 INCHES.
 LH1164'
 LH1164'THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF A CROSSROAD, 39
 LH1164'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 74, 25 FEET EAST OF
 LH1164'THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET SOUTHWEST OF A
 LH1164'TELEPHONE POLE AND 2 FEET NORTH OF A WITNESS POST.  IT IS STAMPED
 LH1164'DANA 1951 AND PROJECTS 4 INCHES.
 LH1164'
 LH1164'TO REACH THE STATION FROM THE POST OFFICE IN FAIRFIELD, GO
 LH1164'NORTH FOR 0.55 MILE TO A T INTERSECTION, TURN LEFT AND GO WEST
 LH1164'ON STATE HIGHWAY 74 FOR 3.0 MILES TO A CROSSROAD AND AZIMUTH
 LH1164'MARK IN SOUTHEAST ANGLE AS DESCRIBED.  TURN RIGHT AND GO NORTH
 LH1164'ON GRAVELED ROAD FOR 1.0 MILE TO A T INTERSECTION AND STATION
 LH1164'JUST NORTH-NORTHWEST AS DESCRIBED.
 LH1164'
 LH1164'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LH1164
 LH1164                          STATION RECOVERY (1956)
 LH1164
 LH1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 LH1164'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LH1164'GOOD CONDITION.  THE STEEL GRANARY HAS BEEN REMOVED BY MR. CLARENCE
 LH1164'SCHLIEP WHO REQUESTED THAT REFERENCE MARK NO. 1 BE MOVED.  THE
 LH1164'DESCRIPTION IS ADEQUATE.  REFERENCE MARK NO. 3 WAS ESTABLISHED,
 LH1164'A BRIEF DESCRIPTION FOR IT FOLLOWS.
 LH1164'
 LH1164'REFERENCE MARK NO. 3 IS WEST-SOUTHWEST OF THE STATION AT THE
 LH1164'SOUTH EDGE OF A CULTIVATED FIELD, 30 FEET NORTH OF THE CENTER OF
 LH1164'GRAVEL ROAD, AND 29 FEET WEST OF A TELEPHONE POLE.  THE MARK
 LH1164'PROJECTS 6 INCHES AND THE DISK IS STAMPED DANA NO 3 1951.
 LH1164
 LH1164                          STATION RECOVERY (1966)
 LH1164
 LH1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 LH1164'STATION LOCATION AND TO REACH ARE ADEQUATE.  REFERENCE MARK NUMBER
 LH1164'3 APPEARS TO HAVE BEEN TILTED SLIGHTLY.  A CHECK OF DISTANCE AND
 LH1164'DIRECTION CONFIRMED THIS.  DUE TO CHANGES IN ROADS, A COMPLETE NEW
 LH1164'DESCRIPTION OF MARKS FOLLOWS.
 LH1164'
 LH1164'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 LH1164'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 LH1164'STAMPED DANA 1951.  IT IS 76.5 FEET NORTH-NORTHEAST OF A POWERLINE
 LH1164'POLE, 56 FEET NORTHWEST OF CENTER OF A T-INTERSECTION OF TWO
 LH1164'GRAVELED ROADS, 46 FEET NORTH OF CENTER OF A GRAVELED ROAD AND 12.6
 LH1164'FEET NORTHEAST OF A POWERLINE SUPPORT POLE.
 LH1164'
 LH1164'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN
 LH1164'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH AND IS
 LH1164'STAMPED DANA NO 2 1951.  IT IS 74.0 FEET WEST-NORTHWEST OF
 LH1164'NORTHWEST ONE OF THREE HIGH TENSION POWERLINE POLES, 64 FEET
 LH1164'EAST-SOUTHEAST OF CENTER OF THE T-INTERSECTION, 30 FEET SOUTH OF
 LH1164'CENTER OF GRAVELED ROAD AND 3.0 FEET WEST OF A FENCELINE.
 LH1164'
 LH1164'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, SET IN
 LH1164'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 LH1164'STAMPED DANA NO 3 1952.  THE NUMERAL 3 ON THE DISK IS PARTIALLY
 LH1164'OBSCURED.  IT IS 60 FEET NORTH OF A FENCELINE, 28 FEET NORTH OF A
 LH1164'GRAVELED ROAD, 31.0 FEET WEST OF A POWERLINE SUPPORT POLE AND IS
 LH1164'AT THE EXTREME SOUTH EDGE OF A CULTIVATED FIELD.
 LH1164'
 LH1164'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 LH1164'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS STAMPED
 LH1164'DANA 1951.  IT IS 34-1/2 FEET SOUTH OF CENTER OF STATE HIGHWAY
 LH1164'74, 29 FEET EAST OF CENTER OF A GRAVELED ROAD, 2.0 FEET NORTH OF A
 LH1164'METAL WITNESS POST AND 1.6 FEET SOUTHWEST OF A POWERLINE POLE.
 LH1164'
 LH1164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 LH1164'WEST-NORTHWEST OF FAIRFIELD.
 LH1164'
 LH1164'HEIGHT OF LIGHT ABOVE STATION MARK 85.30 FEET.
 LH1164
 LH1164                          STATION RECOVERY (1970)
 LH1164
 LH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LH1164'THE STATION MARK WAS FOUND RESET IN A NEW LOCATION BY THE PROPERTY
 LH1164'OWNER.  THE MARK WAS PULLED OUT OF GROUND BY FARM EQUIPMENT.  THE
 LH1164'UNDERGROUND STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO.
 LH1164'3, AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 LH1164'FOUND IN GOOD CONDITION.  DUE TO CORN AND WET GROUND DUE TO
 LH1164'IRRIGATION THE DISTANCE AND DIRECTION TO THE MARKS WERE NOT CHECKED.
 LH1164'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LH1164'
 LH1164'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 LH1164'MARK.
 LH1164'
 LH1164'THE STATION MARK, A STANDARD DISK STAMPED DANA 1951 1970, IS SET
 LH1164'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 12 INCHES.  IT IS
 LH1164'40 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 20 FEET WEST OF A
 LH1164'PROJECTED CENTER OF A FIELD ENTRANCE, 17.5 FEET NORTH-NORTHEAST OF
 LH1164'A TELEPHONE POLE, AND 6 FEET EAST OF A PROJECTED FENCE LINE ON
 LH1164'THE SOUTH SIDE OF THE GRAVELED ROAD.  THE UNDERGROUND MARK, A
 LH1164'STANDARD DISK STAMPED DANA 1951, IS SET IN THE TOP OF AN
 LH1164'IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE
 LH1164'GROUND.
 LH1164'
 LH1164'A METAL WITNESS POST WAS SET 1.5 FEET SOUTH OF THE AZIMUTH MARK.
 LH1164'
 LH1164'A METAL WITNESS POST WAS SET 1 FOOT EAST OF REFERENCE MARK NO. 2.
 LH1164'
 LH1164'A METAL WITNESS POST WAS SET 1 FOOT WEST OF REFERENCE MARK NO. 3.
 LH1164'
 LH1164'DISTANCE BETWEEN REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 IS
 LH1164'135.04 FEET.
 LH1164'
 LH1164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES WNW
 LH1164'OF FAIRFIELD.
 LH1164
 LH1164                          STATION RECOVERY (1970)
 LH1164
 LH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LH1164'RECOVERED IN GOOD CONDITION.
 LH1164
 LH1164                          STATION RECOVERY (1972)
 LH1164
 LH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LH1164'THE STATION MARK, REFERENCE MARK 2 AND 3 AND THE AZIMUTH MARK WERE
 LH1164'RECOVERED AS PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.  STATION
 LH1164'DANA 1966 RMA WAS FOUND LYING ON TOP THE GROUND AND WAS SET BACK
 LH1164'IN ITS ORIGINAL POSITION THIS DATE.  THE AZIMUTH MARK IS
 LH1164'OBSTRUCTED BY TREES AND BRUSH ALONG THE ROAD RIGHT-OF-WAY.  THE
 LH1164'DISTANCES TO THE MARKS COMPARED GOOD WITH THE PREVIOUS DISTANCES.
 LH1164'THE ANGLES BETWEEN THE MARKS COMPARED FAVORABLY WITH THE PREVIOUS
 LH1164'ANGLES.  THE DESCRIPTION OF THE ROUTE TO REACH THE STATION
 LH1164'IS ADEQUATE.  THE STATION MARKS ARE ON PROPERTY OWNED BY MR.
 LH1164'CLARENCE SCHLIEP, FAIRFIELD, NEBRASKA-68938.
 LH1164'
 LH1164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 LH1164'WEST-NORTHWEST OF FAIRFIELD.
 LH1164
 LH1164                          STATION RECOVERY (1973)
 LH1164
 LH1164'RECOVERY NOTE BY US AIR FORCE 1973
 LH1164'STATION, AZIMUTH MARK AND RM 3 WERE RECOVERED IN GOOD CONDITION.
 LH1164'FOLLOWING A THOROUGH SEARCH, RM 2 WAS NOT FOUND.
 LH1164'
 LH1164'THE STEEL GRANARY IN THE AREA HAS BEEN MOVED.  THE ROUTE DESCRIPTION
 LH1164'IS ADEQUATE.
 LH1164
 LH1164                          STATION RECOVERY (1983)
 LH1164
 LH1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1164'THE RECESSED STATION MARK, DANA RM A, REFERENCE MARKS 2,3 AND THE
 LH1164'AZIMUTH MARK WERE ALL RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 LH1164'WAS DESTROYED DUE TO ROAD CONSTRUCTION ALONG STATE HIGHWAY 74.  AN
 LH1164'AZIMUTH MARK 2 WAS ESTABLISHED PRIOR TO THE DESTRUCTION OF THE
 LH1164'AZIMUTH MARK.  THE DISTANCES AND DIRECTIONS TO EXISTING MARKS WERE
 LH1164'FAVORABLE TO 1966 AND 1972 OBSERVATIONS.  IT WAS NOTED THERE IS AN
 LH1164'APPARENT TYPOGRAPHICAL ERROR IN THE METRIC DISTANCE TO DANA RM A IN
 LH1164'THE 1972 RECOVERY NOTE.  THIS DISTANCE WAS NOT RE-TRAVERSED THIS DATE
 LH1164'DUE TO RAIN AND HAVING TO EXPOSE STANDARDIZED TAPES TO ADVERSE
 LH1164'CONDITIONS. A NEW DESCRIPTION FOLLOWS.
 LH1164'THE STATION IS LOCATED ABOUT 5.2 KM (3.2 MI) WEST-NORTHWEST FROM
 LH1164'FAIRFIELD, 1.6 KM (1.0 MI) NORTH FROM STATE HIGHWAY 74, 1.21 KM
 LH1164'(0.75 MI) WEST FROM A RAILROAD TRACK AND ON PROERTY OWNED BY CLARENCE
 LH1164'SCHLIED, RURAL ROUTE, FAIRFIELD NE 68938.  NO TELEPHONE NUMBER
 LH1164'FURNISHED.
 LH1164'TO REACH FROM THE POST OFFICE IN FAIRFIELD, GO NORTH ON D STREET FOR
 LH1164'0.64 KM (0.40 MI) TO STATE HIGHWAY 74.  TURN LEFT AND GO WEST ON THE
 LH1164'HIGHWAY FOR 5.15 KM (3.20 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT
 LH1164'AND GO NORTH ON THE GRAVELED ROAD FOR 1.61 KM (1.00 MI) TO A T-ROAD
 LH1164'AND THE STATION.
 LH1164'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1164'RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.  IT IS 17.7 M
 LH1164'(58.1 FT) NORTHWEST FROM THE CENTER OF THE ROAD INTERSECTION, 13.1 M
 LH1164'(43.0 FT) NORTH FROM THE CENTERLINE OF THE EAST/WEST ROAD, 12.50 M
 LH1164'(41.01 FT) NORTHEAST FROM A WITNESS POST AT RM 3 AND 29.1 M
 LH1164'(95.5 FT) WEST-NORTHWEST FROM A WITNESS POST AT RM A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0491 ***********************************************************************
 NO0491  DESIGNATION -  DANDALE
 NO0491  PID         -  NO0491
 NO0491  STATE/COUNTY-  NE/CHERRY
 NO0491  USGS QUAD   -  BRISTOL LAKE (1989)
 NO0491
 NO0491                         *CURRENT SURVEY CONTROL
 NO0491  ___________________________________________________________________
 NO0491* NAD 83(1995)-  42 17 01.06126(N)    101 48 05.02327(W)     ADJUSTED  
 NO0491* NAVD 88     -      1231.     (meters)    4039.     (feet)  SCALED    
 NO0491  ___________________________________________________________________
 NO0491  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 NO0491  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 NO0491
 NO0491  HORZ ORDER  -  FIRST
 NO0491
 NO0491.The horizontal coordinates were established by classical geodetic methods
 NO0491.and adjusted by the National Geodetic Survey in August 1997..
 NO0491
 NO0491.The orthometric height was scaled from a topographic map.
 NO0491
 NO0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0491
 NO0491.The geoid height was determined by GEOID03.
 NO0491
 NO0491;                    North         East     Units Scale Factor Converg.
 NO0491;SPC NE       -   273,600.938   351,465.403   MT  0.99975073   -1 11 37.6
 NO0491;UTM  14      - 4,685,068.638   269,019.349   MT  1.00025650   -1 53 08.2
 NO0491
 NO0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0491!SPC NE       -   0.99980987  x   0.99975073  =   0.99956064
 NO0491!UTM  14      -   0.99980987  x   1.00025650  =   1.00006632
 NO0491
 NO0491|---------------------------------------------------------------------|
 NO0491| PID    Reference Object                     Distance      Geod. Az  |
 NO0491|                                                           dddmmss.s |
 NO0491| CP9116 DANDALE RM 1                         11.641 METERS 13210     |
 NO0491| CP9117 DANDALE RM 2                         10.759 METERS 23148     |
 NO0491| CP9115 DANDALE AZ MK                                      2734837.5 |
 NO0491|---------------------------------------------------------------------|
 NO0491
 NO0491                          SUPERSEDED SURVEY CONTROL
 NO0491
 NO0491  NAD 83(1986)-  42 17 01.05779(N)    101 48 05.02710(W) AD(       ) 1
 NO0491  NAD 27      -  42 17 01.11200(N)    101 48 03.40500(W) AD(       ) 1
 NO0491
 NO0491.Superseded values are not recommended for survey control.
 NO0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0491.See file dsdata.txt to determine how the superseded data were derived.
 NO0491
 NO0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6901985069(NAD 83)
 NO0491_MARKER: DS = TRIANGULATION STATION DISK
 NO0491_SETTING: 0 = UNSPECIFIED SETTING
 NO0491
 NO0491  HISTORY     - Date     Condition        Report By
 NO0491  HISTORY     - 1946     MONUMENTED       CGS
 NO0491
 NO0491                          STATION DESCRIPTION
 NO0491
 NO0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0491'LOCATED ABOUT 20 MILES NORTH BY WEST OF HYANNIS, 0.8 MILE EAST
 NO0491'OF A WINDMILL AND SMALL POND, 0.7 MILE EAST OF A TRACK ROAD
 NO0491'AND 10 FEET SOUTH-SOUTHEAST OF A REFERENCE POST ON THE HIGHEST
 NO0491'POINT OF A PROMINENT NORTH-SOUTH SAND RIDGE.  IT IS A STANDARD
 NO0491'DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS
 NO0491'12 INCHES.  IT IS STAMPED DANDALE 1946.
 NO0491'
 NO0491'REFERENCE MARK NO. 1 IS ABOUT 5 FEET LOWER THAN THE STATION.
 NO0491'IT IS STAMPED DANDALE NO 1 1946 AND PROJECTS 12 INCHES.  IT
 NO0491'IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE.
 NO0491'
 NO0491'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NO0491'IT IS STAMPED DANDALE NO 2 1946 AND PROJECTS 12 INCHES.  IT
 NO0491'IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE.
 NO0491'
 NO0491'THE AZIMUTH MARK IS 0.1 MILE EAST OF A WINDMILL, 50 FEET EAST
 NO0491'OF A TRACK ROAD AND 2 FEET EAST OF A REFERENCE POST.  IT IS
 NO0491'STAMPED DANDALE 1946 AND PROJECTS 10 INCHES.
 NO0491'
 NO0491'TO REACH THE STATION FROM THE NORTH EDGE OF THE MAIN STREET
 NO0491'IN HYANNIS, GO WEST ON STATE HIGHWAY NO. 2 FOR 0.25 MILE.  THEN
 NO0491'RIGHT, NORTH, FOR 0.85 MILE.  THEN RIGHT FORK FOR 0.65 MILE.  THEN
 NO0491'LEFT FORK FOR 2.25 MILES.  THEN LEFT FORK FOR 0.25 MILE.  THEN
 NO0491'RIGHT FORK FOR 0.9 MILE.  THEN RIGHT FORK FOR 1.2 MILE.  THEN
 NO0491'LEFT FORK FOR 1.6 MILES TO A RANCH ON THE RIGHT.  CONTINUE,
 NO0491'NORTHERLY, FOR 1.75 MILES TO A FORK.  THEN LEFT FORK FOR 0.85
 NO0491'MILE.  THEN RIGHT FORK FOR 1.0 MILE.  THEN RIGHT FORK FOR
 NO0491'2.35 MILES.  THEN RIGHT FORK FOR 0.15 MILE.  THEN LEFT FORK
 NO0491'FOR 1.1 MILE.  THEN RIGHT FORK FOR 2.9 MILES TO A FORK.  THEN
 NO0491'LEFT FORK FOR 2.45 MILES TO AN AUTO GATE AND A FORK.  TAKE
 NO0491'THE RIGHT FORK FOR 1.4 MILES TO ANOTHER AUTO GATE AND A
 NO0491'FORK.  THEN RIGHT FORK FOR 4.25 MILES TO AN AUTO GATE AT
 NO0491'A T FENCE INTERSECTION.  CONTINUE, NORTHERLY, FOR 1.0 MILE
 NO0491'TO A WINDMILL ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 NO0491'THEN TURN RIGHT, EAST, FOR 0.7 MILE TO THE TOP OF THE
 NO0491'RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2061 ***********************************************************************
 MK2061  DESIGNATION -  DANIEL
 MK2061  PID         -  MK2061
 MK2061  STATE/COUNTY-  NE/SAUNDERS
 MK2061  USGS QUAD   -  MALMO (1969)
 MK2061
 MK2061                         *CURRENT SURVEY CONTROL
 MK2061  ___________________________________________________________________
 MK2061* NAD 83(1995)-  41 21 55.44790(N)    096 38 15.06208(W)     ADJUSTED  
 MK2061* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 MK2061  ___________________________________________________________________
 MK2061  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 MK2061  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 MK2061
 MK2061  HORZ ORDER  -  SECOND
 MK2061
 MK2061.The horizontal coordinates were established by classical geodetic methods
 MK2061.and adjusted by the National Geodetic Survey in August 1997..
 MK2061
 MK2061.The orthometric height was scaled from a topographic map.
 MK2061
 MK2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2061
 MK2061.The geoid height was determined by GEOID03.
 MK2061
 MK2061;                    North         East     Units Scale Factor Converg.
 MK2061;SPC NE       -   175,566.604   781,168.864   MT  0.99966159   +2 13 41.9
 MK2061;UTM  14      - 4,582,014.428   697,594.268   MT  1.00008052   +1 33 42.4
 MK2061
 MK2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2061!SPC NE       -   0.99994223  x   0.99966159  =   0.99960384
 MK2061!UTM  14      -   0.99994223  x   1.00008052  =   1.00002275
 MK2061
 MK2061:                Primary Azimuth Mark                     Grid Az
 MK2061:SPC NE       -  CEDAR BLUFFS AIR VENT ELEV               031 59 05.5
 MK2061:UTM  14      -  CEDAR BLUFFS AIR VENT ELEV               032 39 05.0
 MK2061
 MK2061|---------------------------------------------------------------------|
 MK2061| PID    Reference Object                     Distance      Geod. Az  |
 MK2061|                                                           dddmmss.s |
 MK2061| CL7027 CEDAR BLUFFS AIR VENT ELEV                         0341247.4 |
 MK2061| CL6348 DANIEL RM 1                          11.490 METERS 26535     |
 MK2061| CL6349 DANIEL RM 2                          14.895 METERS 35846     |
 MK2061|---------------------------------------------------------------------|
 MK2061
 MK2061                          SUPERSEDED SURVEY CONTROL
 MK2061
 MK2061  NAD 83(1986)-  41 21 55.45658(N)    096 38 15.06398(W) AD(       ) 2
 MK2061  NAD 27      -  41 21 55.44533(N)    096 38 13.96339(W) AD(       ) 2
 MK2061
 MK2061.Superseded values are not recommended for survey control.
 MK2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2061.See file dsdata.txt to determine how the superseded data were derived.
 MK2061
 MK2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9759482014(NAD 83)
 MK2061_MARKER: DD = SURVEY DISK
 MK2061_SETTING: 0 = UNSPECIFIED SETTING
 MK2061
 MK2061  HISTORY     - Date     Condition        Report By
 MK2061  HISTORY     - 1967     MONUMENTED       USGS
 MK2061
 MK2061                          STATION DESCRIPTION
 MK2061
 MK2061'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2061'THE STATION IS LOCATED APPROX. 11.0 MI N. AND 1.0 MI W. OF WAHOO,
 MK2061'T. 16 N., R. 7 E., NEAR THE W. SIXTEENTH COR. BETWEEN SECS. 9 AND
 MK2061'16, 31 FT N., 42 FT W. OF CENTER OF FIELD ENTRANCE N., 3 FT N.,
 MK2061'3 FT E. OF FENCE CORNER AND USGS WITNESS POST.
 MK2061'
 MK2061'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2061'6TH ST. 0.2 MI TO CHESTNUT ST (HWY. 92) TURN RIGHT (N.) AND GO
 MK2061'ALONG CHESTNUT ST. FOR 0.6 MI TO 15TH ST. TURN LEFT (W.) AND
 MK2061'GO ALONG 15TH ST. FOR 0.5 MI TO T-RD. N., TURN RIGHT (N.) AND GO
 MK2061'1.0 MI TO T-RD. S., TURN LEFT (W.) AND GO 0.5 MI TO T-RD. N.,
 MK2061'TURN RIGHT (N.) AND GO 9.2 MI TO CROSSROADS, TURN RIGHT (E.) AND
 MK2061'GO 0.1 MI TO STATION ON LEFT (N.) SIDE OF RD.
 MK2061'
 MK2061'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK2061'0.5 IN. COPPER COATED ROADS, CENTERED IN 6 IN. DIAMETER TILES, 12
 MK2061'IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2061'
 MK2061'THE STATION MARK IS STAMPED ET DANIEL 1967.
 MK2061'
 MK2061'REFERENCE MARK 1 IS W. OF THE STATION, 28 FT N., 80 FT W. OF
 MK2061'CENTER OF RD. AT FIELD ENTRANCE N., 2 FT S. OF FENCE STAMPED
 MK2061'DANIEL NO. 1 1967.
 MK2061'
 MK2061'REFERENCE MARK 2 IS N. OF THE STATION, 80 FT N., 42 FT W. OF
 MK2061'CENTER OF FIELD ENTRANCE N., 3 FT E. OF FENCE, STAMPED DANIEL NO 2
 MK2061'1967.
 MK2061'
 MK2061'AZIMUTH MARK = AIR VENT IN ELEVATOR IN CEDAR BLUFFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0422 ***********************************************************************
 NO0422  DESIGNATION -  DANIELS
 NO0422  PID         -  NO0422
 NO0422  STATE/COUNTY-  NE/CHERRY
 NO0422  USGS QUAD   -  MULE LAKE (1985)
 NO0422
 NO0422                         *CURRENT SURVEY CONTROL
 NO0422  ___________________________________________________________________
 NO0422* NAD 83(1995)-  42 27 01.17456(N)    100 41 16.69985(W)     ADJUSTED  
 NO0422* NAVD 88     -       989.23   (+/-2cm)    3245.5    (feet)  VERTCON   
 NO0422  ___________________________________________________________________
 NO0422  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 NO0422  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 NO0422
 NO0422  HORZ ORDER  -  FIRST
 NO0422  VERT ORDER  -  THIRD ? (See Below)
 NO0422
 NO0422.The horizontal coordinates were established by classical geodetic methods
 NO0422.and adjusted by the National Geodetic Survey in August 1997..
 NO0422
 NO0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0422.The vertical order pertains to the NGVD 29 superseded value.
 NO0422
 NO0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0422
 NO0422.The geoid height was determined by GEOID03.
 NO0422
 NO0422;                    North         East     Units Scale Factor Converg.
 NO0422;SPC NE       -   290,791.295   443,416.849   MT  0.99979458   -0 27 21.3
 NO0422;UTM  14      - 4,701,157.655   361,194.304   MT  0.99983706   -1 08 22.1
 NO0422
 NO0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0422!SPC NE       -   0.99984821  x   0.99979458  =   0.99964282
 NO0422!UTM  14      -   0.99984821  x   0.99983706  =   0.99968529
 NO0422
 NO0422|---------------------------------------------------------------------|
 NO0422| PID    Reference Object                     Distance      Geod. Az  |
 NO0422|                                                           dddmmss.s |
 NO0422| CO2959 DANIELS RM 3 AZIMUTH                               02326     |
 NO0422| CO2956 DANIELS RM 3 AZIMUTH                               0232618.0 |
 NO0422| CO2958 DANIELS RM 2                         22.848 METERS 07948     |
 NO0422| CO2957 DANIELS RM 1                         12.973 METERS 20523     |
 NO0422|---------------------------------------------------------------------|
 NO0422
 NO0422                          SUPERSEDED SURVEY CONTROL
 NO0422
 NO0422  NAD 83(1986)-  42 27 01.17493(N)    100 41 16.70676(W) AD(       ) 1
 NO0422  NAD 27      -  42 27 01.17100(N)    100 41 15.20600(W) AD(       ) 1
 NO0422  NGVD 29 (07/19/86)  988.92   (m)         3244.5    (f) LEVELING    3  
 NO0422
 NO0422.Superseded values are not recommended for survey control.
 NO0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0422.See file dsdata.txt to determine how the superseded data were derived.
 NO0422
 NO0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6119401158(NAD 83)
 NO0422_MARKER: DS = TRIANGULATION STATION DISK
 NO0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0422
 NO0422  HISTORY     - Date     Condition        Report By
 NO0422  HISTORY     - 1933     MONUMENTED       CGS
 NO0422  HISTORY     - 1949     GOOD             CGS
 NO0422
 NO0422                          STATION DESCRIPTION
 NO0422
 NO0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0422'ABOUT 12 MILES SOUTH OF SIMEON POST OFFICE, 4 MILES SOUTH OF
 NO0422'DADS LAKE, AND 1 MILE SOUTHWEST OF BEAVER LAKE, IN NORTHEAST
 NO0422'QUARTER SEC. 35, T. 29 N., R. 29 W., ON LAND OWNED BY MRS. LIZZIE
 NO0422'DANIELS.  HILL IS LOCALLY KNOWN AS MONARCH HILL.
 NO0422'
 NO0422'REACHED FROM SIMEON POST OFFICE BY G.P. HIGHWAY SOUTH AND WEST
 NO0422'1.2 MILES TO UNGRADED ROAD TURNING LEFT, SOUTH, FOLLOW THIS ROAD
 NO0422'3.25 MILES TO FORK, KEEP RIGHT FORK AND FOLLOW 1.05 MILES TO
 NO0422'FORK.  KEEP RIGHT FORK, KEEPING RIGHT FORK AT 0.85, 1.55 MILES TO
 NO0422'FORKS, RANCH AND SCHOOL TO WEST.  KEEP LEFT FORK, SOUTH, AND
 NO0422'SOUTHEAST, SOUTH OF LAKE, 1.4 MILES TO FORK.  KEEP RIGHT HAND
 NO0422'FORK 1.6 MILES.  CONTINUE SOUTH AND KEEP RIGHT FORK 0.2 MILE,
 NO0422'KEEP LEFT FORK 2.5 MILES AND KEEP RIGHT-HAND STRAIGHT-AHEAD
 NO0422'FORK 1.7 MILES TO DANIELS RANCH ON WEST END OF BEAVER LAKE,
 NO0422'CONTINUE SOUTH 0.05 MILE, LEAVE MAIN ROAD HERE AND FOLLOW
 NO0422'DIM TRAIL SOUTH AND WEST, KEEPING TO LEFT OF SAND BLOW-OUT,
 NO0422'0.3 MILE TO A LEFT HAND FORK LEADING UP HILL.  FOLLOW THIS
 NO0422'TRAIL SOUTHWEST 0.5 MILE NEAR TOP OF HILL.  BEAR LEFT,
 NO0422'SOUTHEAST 0.3 MILE TO STATION.
 NO0422'
 NO0422'REFERENCE MARK NO. 1 IS SOUTH BY WEST OF STATION.
 NO0422'
 NO0422'REFERENCE MARK NO. 2 IS EAST OF STATION AND NEAR EAST EDGE OF
 NO0422'FLAT-TOPPED KNOLL.
 NO0422'
 NO0422'REFERENCE MARK NO. 3 (AZIMUTH) IS NORTHEAST OF STATION
 NO0422'APPROXIMATELY 1.0 MILE, IN EAST-AND-WEST FENCE 100 FEET EAST OF
 NO0422'BROWNLEE ROAD AND 100 YARDS SOUTH OF THE DANIELS HOUSE.
 NO0422'
 NO0422'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE ON SAME HILL
 NO0422'AS STATION.
 NO0422'
 NO0422'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0422'BRONZE DISKS SET AS DESCRIBED.
 NO0422
 NO0422                          STATION RECOVERY (1949)
 NO0422
 NO0422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0422'THE STATION, REFERENCE MARKS NOS 1 AND 2 (PIPE)
 NO0422'AND AZIMUTH MARK (PIPE) RECOVERED AND FOUND IN GOOD CONDITION.
 NO0422'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NO0422'
 NO0422'THE STATION IS LOCATED ABOUT 30.0 MILES NORTH OF THEDFORD, 12.0
 NO0422'MILES SOUTH OF SIEMON POST OFFICE AND 3/4 MILE SOUTHWEST OF THE
 NO0422'WEST END OF BEAVER LAKE ON THE HIGHEST POINT OF WHAT IS LOCALLY
 NO0422'KNOWN AS MONARCH HILL AND ON LAND OWNED BY MRS. LIZZIE DANIELS.
 NO0422'IT IS ABOUT 0.1 MILE SOUTH OF EAST-WEST FENCE LINE AND 6 FEET
 NO0422'SOUTHEAST OF WITNESS POST.  IT IS STAMPED DANIELS 1933 AND
 NO0422'PROJECTS 6 INCHES.
 NO0422'
 NO0422'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION AND ON
 NO0422'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A U.S.C. AND
 NO0422'G. SURVEY REFERENCE MARK DISK SET IN THE TOP OF A 4 INCH IRON
 NO0422'PIPE PROJECTING 1 FOOT AND STAMPED DANIELS NO 1 1933.
 NO0422'
 NO0422'REFERENCE MARK NO 2 IS EAST-NORTHEAST OF THE STATION AND ABOUT 1
 NO0422'FOOT LOWER IN ELEVATION THAN STATION MARK.  IT IS A U.S.C. AND G.
 NO0422'SURVEY REFERENCE MARK DISK SET IN THE TOP OF A 4 INCH IRON PIPE
 NO0422'PROJECTING 1 FOOT AND STAMPED DANIELS NO 2 1933.
 NO0422'
 NO0422'THE AZIMUTH MARK IS ABOUT 3/4 MILE NORTH-NORTHEAST OF THE STATION,
 NO0422'0.05 MILE SOUTH OF THE DANIELS RANCH HOUSE, 120 FEET EAST OF ROAD
 NO0422'UP TO HOUSE AND 1 FOOT SOUTH OF OLD FENCE LINE.  IT IS A U.S.C.
 NO0422'AND G. SURVEY REFERENCE MARK DISK SET IN THE TOP OF A 4 INCH
 NO0422'IRON PIPE PROJECTING ABOUT 4 FEET AND STAMPED DANIELS NO 3 1933.
 NO0422'
 NO0422'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND
 NO0422'83 ABOUT 5.5 MILES SOUTHEAST OF VALENTINE, GO SOUTH ON U.S.
 NO0422'HIGHWAY 83 FOR 25.3 MILES TO SIDE ROAD RIGHT AT CLINT HULLS
 NO0422'MAIL BOX AND SIGN RAT AND BEAVER LAKE, TURN RIGHT AND FOLLOW
 NO0422'MAIN TRAVELED ROAD WEST, SOUTHWEST AND WEST FOR 2.3 MILES TO
 NO0422'FORK AND SIGN DADS LAKE RESORT AND WOOD LAKE, BEAR LEFT AND
 NO0422'FOLLOW MAIN ROAD WEST AND SOUTHWEST FOR 3.65 MILES TO FARM
 NO0422'HOUSE ON RIGHT, CONTINUE ON MAIN ROAD WESTERLY PASSING SCHOOL
 NO0422'HOUSE ON THE RIGHT FOR 3.15 MILES TO A REVERSED FORK ABOUT
 NO0422'0.1 MILE BEFORE REACHING THE DANIELS RANCH HOUSE AT THE WEST
 NO0422'END OF LAKE, (AZIMUTH MARK IS ABOUT 0.05 MILE AHEAD ON RIGHT
 NO0422'OF ROAD TO HOUSE AS DESCRIBED).  THE BEST ROUTE TO STATION
 NO0422'FROM THIS POINT IS TO FOLLOW TRACK ROAD SOUTHWESTERLY TO
 NO0422'TOP OF RIDGE, THENCE LEFT IN A SOUTHEASTERLY DIRECTION
 NO0422'TAKING FENCE LINE DOWN AND ON TO HIGHEST POINT AND STATION AS
 NO0422'DESCRIBED.  THE STATION IS ABOUT 3/4 MILE SOUTH-SOUTHWEST OF
 NO0422'THE DANIELS RANCH HOUSE ON THE HIGHEST POINT OF THE HILL.
 NO0422'
 NO0422'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NO0422'
 NO0422'LIGHTS FROM STATIONS, BAKER 1933, MARSH, REFUGE, HACKBERRY,
 NO0422'BROWNLEE, RBINSON 1933, HANNA AND BIG CREEK 1933 VISIBLE AT 4
 NO0422'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1230 ***********************************************************************
 LH1230  DESIGNATION -  DANISH LUTHERAN CHURCH SPIRE
 LH1230  PID         -  LH1230
 LH1230  STATE/COUNTY-  NE/KEARNEY
 LH1230  USGS QUAD   -  MINDEN SOUTH (1969)
 LH1230
 LH1230                         *CURRENT SURVEY CONTROL
 LH1230  ___________________________________________________________________
 LH1230* NAD 83(1995)-  40 25 32.29114(N)    098 55 48.44501(W)     ADJUSTED  
 LH1230* NAVD 88     -                                                        
 LH1230  ___________________________________________________________________
 LH1230  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 LH1230  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 LH1230
 LH1230  HORZ ORDER  -  THIRD
 LH1230
 LH1230.The horizontal coordinates were established by classical geodetic methods
 LH1230.and adjusted by the National Geodetic Survey in August 1997..
 LH1230
 LH1230
 LH1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1230
 LH1230.The geoid height was determined by GEOID03.
 LH1230
 LH1230;                    North         East     Units Scale Factor Converg.
 LH1230;SPC NE       -    66,325.879   590,773.763   MT  0.99983464   +0 42 32.4
 LH1230;UTM  14      - 4,475,002.784   505,927.429   MT  0.99960043   +0 02 43.1
 LH1230
 LH1230                          SUPERSEDED SURVEY CONTROL
 LH1230
 LH1230  NAD 83(1986)-  40 25 32.29722(N)    098 55 48.44525(W) AD(       ) 4
 LH1230  NAD 27      -  40 25 32.24565(N)    098 55 47.15576(W) AD(       ) 3
 LH1230
 LH1230.Superseded values are not recommended for survey control.
 LH1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1230.See file dsdata.txt to determine how the superseded data were derived.
 LH1230
 LH1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0592775003(NAD 83)
 LH1230_MARKER: 90 = CHURCH SPIRE
 LH1230
 LH1230  HISTORY     - Date     Condition        Report By
 LH1230  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1230  HISTORY     - 1935     GOOD             CGS
 LH1230
 LH1230                          STATION DESCRIPTION
 LH1230
 LH1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 LH1230'THIS STATION IS IN SEC. 8, T. 5 N., R. 14 W. (APPENDIX NO. 6
 LH1230'REPORT FOR 1901)
 LH1230
 LH1230                          STATION RECOVERY (1935)
 LH1230
 LH1230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1230'THE OLD BUILDING WAS REMOVED, AND NEW STRUCTURE WAS ERECTED IN
 LH1230'1911.  IT IS KNOWN AS THE FREDERICKSBURG EVANGELICAL LUTHERAN
 LH1230'CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1102 ***********************************************************************
 ML1102  DESIGNATION -  DANNEBROG MUNICIPAL TANK
 ML1102  PID         -  ML1102
 ML1102  STATE/COUNTY-  NE/HOWARD
 ML1102  USGS QUAD   -  DANNEBROG (1974)
 ML1102
 ML1102                         *CURRENT SURVEY CONTROL
 ML1102  ___________________________________________________________________
 ML1102* NAD 83(1995)-  41 07 03.35977(N)    098 32 45.34930(W)     ADJUSTED  
 ML1102* NAVD 88     -                                                        
 ML1102  ___________________________________________________________________
 ML1102  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 ML1102  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 ML1102
 ML1102  HORZ ORDER  -  THIRD
 ML1102
 ML1102.The horizontal coordinates were established by classical geodetic methods
 ML1102.and adjusted by the National Geodetic Survey in August 1997..
 ML1102
 ML1102
 ML1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1102
 ML1102.The geoid height was determined by GEOID03.
 ML1102
 ML1102;                    North         East     Units Scale Factor Converg.
 ML1102;SPC NE       -   143,613.490   622,076.055   MT  0.99968142   +0 57 49.0
 ML1102;UTM  14      - 4,551,911.237   538,120.051   MT  0.99961788   +0 17 55.0
 ML1102
 ML1102                          SUPERSEDED SURVEY CONTROL
 ML1102
 ML1102  NAD 83(1986)-  41 07 03.36704(N)    098 32 45.35214(W) AD(       ) 4
 ML1102  NAD 27      -  41 07 03.31900(N)    098 32 44.09600(W) AD(       ) 3
 ML1102
 ML1102.Superseded values are not recommended for survey control.
 ML1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1102.See file dsdata.txt to determine how the superseded data were derived.
 ML1102
 ML1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3812051911(NAD 83)
 ML1102_MARKER: 53 = ELEVATED TANK
 ML1102
 ML1102  HISTORY     - Date     Condition        Report By
 ML1102  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1102
 ML1102                          STATION DESCRIPTION
 ML1102
 ML1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1102'THE STATION IS LOCATED IN THE SOUTHEAST PART OF DANNEBROG, 75
 ML1102'FEET EAST FROM THE CENTER OF A NORTH-SOUTH STREET.  IT IS A FOUR
 ML1102'LEGGED STEEL STRUCTURE SUPPORTING A TANK ON ITS TOP AND HAS
 ML1102'AN OVERALL HEIGHT OF 110 FEET.
 ML1102'
 ML1102'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE TANK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1097 ***********************************************************************
 ML1097  DESIGNATION -  DANNEVIRKE
 ML1097  PID         -  ML1097
 ML1097  STATE/COUNTY-  NE/HOWARD
 ML1097  USGS QUAD   -  COTESFIELD (1978)
 ML1097
 ML1097                         *CURRENT SURVEY CONTROL
 ML1097  ___________________________________________________________________
 ML1097* NAD 83(1995)-  41 17 44.42711(N)    098 42 30.88095(W)     ADJUSTED  
 ML1097* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 ML1097  ___________________________________________________________________
 ML1097  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 ML1097  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ML1097
 ML1097  HORZ ORDER  -  THIRD
 ML1097
 ML1097.The horizontal coordinates were established by classical geodetic methods
 ML1097.and adjusted by the National Geodetic Survey in August 1997..
 ML1097
 ML1097.The orthometric height was scaled from a topographic map.
 ML1097
 ML1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1097
 ML1097.The geoid height was determined by GEOID03.
 ML1097
 ML1097;                    North         East     Units Scale Factor Converg.
 ML1097;SPC NE       -   163,164.554   608,126.797   MT  0.99966529   +0 51 21.0
 ML1097;UTM  14      - 4,571,621.498   524,399.194   MT  0.99960733   +0 11 32.4
 ML1097
 ML1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1097!SPC NE       -   0.99990246  x   0.99966529  =   0.99956778
 ML1097!UTM  14      -   0.99990246  x   0.99960733  =   0.99950982
 ML1097
 ML1097|---------------------------------------------------------------------|
 ML1097| PID    Reference Object                     Distance      Geod. Az  |
 ML1097|                                                           dddmmss.s |
 ML1097| CN9111 DANNEVIRKE RM 1                      13.798 METERS 08601     |
 ML1097| CN9110 DANNEVIRKE AZ MK                                   1793046.2 |
 ML1097| CN9112 DANNEVIRKE RM 2                      10.322 METERS 18411     |
 ML1097|---------------------------------------------------------------------|
 ML1097
 ML1097                          SUPERSEDED SURVEY CONTROL
 ML1097
 ML1097  NAD 83(1986)-  41 17 44.43458(N)    098 42 30.88510(W) AD(       ) 3
 ML1097  NAD 27      -  41 17 44.39500(N)    098 42 29.60300(W) AD(       ) 3
 ML1097
 ML1097.Superseded values are not recommended for survey control.
 ML1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1097.See file dsdata.txt to determine how the superseded data were derived.
 ML1097
 ML1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2439971621(NAD 83)
 ML1097_MARKER: DS = TRIANGULATION STATION DISK
 ML1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1097
 ML1097  HISTORY     - Date     Condition        Report By
 ML1097  HISTORY     - 1951     MONUMENTED       CGS
 ML1097
 ML1097                          STATION DESCRIPTION
 ML1097
 ML1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1097'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHWEST OF COTESFIELD,
 ML1097'5.5 MILES NORTHEAST OF ASHTON, 2.0 MILES SOUTH OF DANNEVIRKE
 ML1097'AND ON TOP OF A HILL, ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH
 ML1097'DIRT ROAD.  IT IS 25.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 ML1097'DIRT ROAD, 3.0 FEET NORTH OF A WITNESS POST AND 2.5 FEET EAST OF
 ML1097'A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 ML1097'DANNEVIRKE 1951.
 ML1097'
 ML1097'REFERENCE MARK NO. 1 IS 19.0 FEET EAST OF THE CENTER OF A
 ML1097'NORTH-SOUTH DIRT ROAD AND SET IN A NORTH-SOUTH FENCE LINE.
 ML1097'IT PROJECTS 2 INCHES AND IS STAMPED DANNEVIRKE NO 1 1951.
 ML1097'
 ML1097'REFERENCE MARK NO. 2 IS 27.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 ML1097'DIRT ROAD AND SET IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 4
 ML1097'INCHES AND IS STAMPED DANNEVIRKE NO 2 1951.
 ML1097'
 ML1097'THE DISTANCE BETWEEN REFERENCE MARKS IS 60.3 FEET.
 ML1097'
 ML1097'THE AZIMUTH MARK IS LOCATED 0.5 MILE SOUTH OF THE STATION AND
 ML1097'NORTHEAST ACROSS THE ROAD FROM A FENCE CORNER.  IT IS 19.0 FEET
 ML1097'EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 2.0 FEET SOUTH
 ML1097'OF A WITNESS POST AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE
 ML1097'LINE.  IT PROJECTS 3 INCHES AND IS STAMPED DANNEVIRKE 1951.
 ML1097'
 ML1097'TO REACH THE STATION FROM THE DEPOT IN COTESFIELD, GO SOUTHEAST
 ML1097'FOR 3.0 MILES ON STATE HIGHWAY 11 TO A CROSSROAD AND A SIGN
 ML1097'POINTING WEST TO DANNEVIRKE.  TURN RIGHT, WEST, ON A GRAVELED
 ML1097'ROAD FOR 5.8 MILES TO A CROSSROAD AT THE CENTER OF THE SMALL
 ML1097'VILLAGE OF DANNEVIRKE.  TURN LEFT, SOUTH, ON A DIRT ROAD FOR
 ML1097'1.9 MILES TO THE TOP OF A HILL AND THE STATION ON THE RIGHT
 ML1097'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0495 ***********************************************************************
 MM0495  DESIGNATION -  DARK
 MM0495  PID         -  MM0495
 MM0495  STATE/COUNTY-  NE/GRANT
 MM0495  USGS QUAD   -  LONG VALLEY (1986)
 MM0495
 MM0495                         *CURRENT SURVEY CONTROL
 MM0495  ___________________________________________________________________
 MM0495* NAD 83(1995)-  41 49 31.76275(N)    101 57 34.81745(W)     ADJUSTED  
 MM0495* NAVD 88     -      1246.     (meters)    4088.     (feet)  SCALED    
 MM0495  ___________________________________________________________________
 MM0495  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MM0495  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 MM0495
 MM0495  HORZ ORDER  -  FIRST
 MM0495
 MM0495.The horizontal coordinates were established by classical geodetic methods
 MM0495.and adjusted by the National Geodetic Survey in August 1997..
 MM0495
 MM0495.The orthometric height was scaled from a topographic map.
 MM0495
 MM0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0495
 MM0495.The geoid height was determined by GEOID03.
 MM0495
 MM0495;                    North         East     Units Scale Factor Converg.
 MM0495;SPC NE       -   223,025.342   337,263.859   MT  0.99967412   -1 17 55.2
 MM0495;UTM  14      - 4,634,636.333   254,206.202   MT  1.00034349   -1 58 28.9
 MM0495;UTM  13      - 4,634,870.460   752,492.865   MT  1.00038458   +2 01 42.8
 MM0495
 MM0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0495!SPC NE       -   0.99980775  x   0.99967412  =   0.99948193
 MM0495!UTM  14      -   0.99980775  x   1.00034349  =   1.00015117
 MM0495!UTM  13      -   0.99980775  x   1.00038458  =   1.00019225
 MM0495
 MM0495|---------------------------------------------------------------------|
 MM0495| PID    Reference Object                     Distance      Geod. Az  |
 MM0495|                                                           dddmmss.s |
 MM0495| CP6950 DARK RM 2                            11.987 METERS 00632     |
 MM0495| CP6949 DARK RM 1                            15.270 METERS 32330     |
 MM0495| CP6948 DARK AZ MK                                         3293439.1 |
 MM0495|---------------------------------------------------------------------|
 MM0495
 MM0495                          SUPERSEDED SURVEY CONTROL
 MM0495
 MM0495  NAD 83(1986)-  41 49 31.76226(N)    101 57 34.82114(W) AD(       ) 1
 MM0495  NAD 27      -  41 49 31.82200(N)    101 57 33.16100(W) AD(       ) 1
 MM0495
 MM0495.Superseded values are not recommended for survey control.
 MM0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0495.See file dsdata.txt to determine how the superseded data were derived.
 MM0495
 MM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM5420634636(NAD 83)
 MM0495_MARKER: DS = TRIANGULATION STATION DISK
 MM0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0495
 MM0495  HISTORY     - Date     Condition        Report By
 MM0495  HISTORY     - 1946     MONUMENTED       CGS
 MM0495
 MM0495                          STATION DESCRIPTION
 MM0495
 MM0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0495'LOCATED ABOUT 14 MILES SOUTH OF ASHBY ON THE HIGHEST POINT
 MM0495'OF SHARP-POINTED SAND HILL WHICH HAS SAND BLOWOUTS ON THE EAST
 MM0495'AND SOUTH SIDES.  IT IS STAMPED DARK 1946 AND PROJECTS 6 INCHES.
 MM0495'
 MM0495'REFERENCE MARK NO. 1 IS ON THE NORTH WEST SLOPE OF THEHILL
 MM0495'AND ABOUT 5 FEET LOWER THAN THE STATION.  IT IS STAMPED
 MM0495'DARK NO 1 1946 AND IS FLUSH WITH THE GROUND.
 MM0495'
 MM0495'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL AND ABOUT
 MM0495'10 FEET LOWER THAN THE STATION.  IT IS STAMPED DARK NO 2 1946
 MM0495'AND PROJECTS 6 INCHES.
 MM0495'
 MM0495'AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHWEST OF A WINDMILL AND
 MM0495'1 FOOT NORTH OF A 4-INCH SQUARE, WHITE WOODEN WITNESS POST
 MM0495'PROJECTING 3-1/2 FEET.  IT IS STAMPED DARK 1946 AND PROJECTS
 MM0495'5 INCHES.
 MM0495'
 MM0495'REACHED FROM ASHBY BY GOING EAST ON STATE HIGHWAY 2 FOR 1.45
 MM0495'MILES TO A SIDE ROAD RIGHT, SOUTH.  TURN RIGHT AND GO 7.95
 MM0495'MILES TO A FORK.  TAKE LEFT FORK, THROUGH CATTLE GUARD AND
 MM0495'GO 0.7 MILE TO A SMALL, WHITE SCHOOL ON THE RIGHT.  AND A FORK.
 MM0495'TAKE LEFT FORK AND GO 0.15 MILE TO A FORK AND CATTLE GUARD.
 MM0495'TAKE LEFT FORK AND GO 1.4 MILES TO A CATTLE GUARD AND A FORK.
 MM0495'TAKE LEFT FORK FOR 0.25 MILE TO A FORK.  TAKE RIGHT FORK,
 MM0495'WESTERLY, FOR 2.5 MILE TO A RANCH.  PASS THROUGH RANCH YARD AND GO
 MM0495'0.35 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.1 MILE TO A
 MM0495'GATE.  PASS THROUGH GATE AND GO 0.7 MILE TO A WIRE GATE
 MM0495'AND A WINDMILL.  PASS TO THE LEFT OF THE WINDMILL AND GO 0.15
 MM0495'MILE TO A DEEP WASH FROM THE LEFT.  TURN LEFT, SOUTH, AND
 MM0495'FOLLOW UP EAST SIDE OF WASH FOR 0.4 MILE TO THE AZIMUTH MARK
 MM0495'ON THE RIGHT.  HERE TURN LEFT AND CONTINUE TO THE HIGHEST
 MM0495'POINT AND THE STATION A DISTANCE OF 0.45 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1077 ***********************************************************************
 LH1077  DESIGNATION -  DARR
 LH1077  PID         -  LH1077
 LH1077  STATE/COUNTY-  NE/DAWSON
 LH1077  USGS QUAD   -  LEXINGTON WEST (1983)
 LH1077
 LH1077                         *CURRENT SURVEY CONTROL
 LH1077  ___________________________________________________________________
 LH1077* NAD 83(1995)-  40 48 13.35399(N)    099 50 38.07125(W)     ADJUSTED  
 LH1077* NAVD 88     -       741.98   (+/-2cm)    2434.3    (feet)  VERTCON   
 LH1077  ___________________________________________________________________
 LH1077  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 LH1077  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 LH1077
 LH1077  HORZ ORDER  -  THIRD
 LH1077  VERT ORDER  -  THIRD ? (See Below)
 LH1077
 LH1077.The horizontal coordinates were established by classical geodetic methods
 LH1077.and adjusted by the National Geodetic Survey in August 1997..
 LH1077
 LH1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1077.The vertical order pertains to the NGVD 29 superseded value.
 LH1077
 LH1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1077
 LH1077.The geoid height was determined by GEOID03.
 LH1077
 LH1077;                    North         East     Units Scale Factor Converg.
 LH1077;SPC NE       -   107,750.570   513,168.133   MT  0.99973311   +0 06 12.4
 LH1077;UTM  14      - 4,517,309.907   428,815.466   MT  0.99966237   -0 33 05.4
 LH1077
 LH1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1077!SPC NE       -   0.99988734  x   0.99973311  =   0.99962048
 LH1077!UTM  14      -   0.99988734  x   0.99966237  =   0.99954975
 LH1077
 LH1077|---------------------------------------------------------------------|
 LH1077| PID    Reference Object                     Distance      Geod. Az  |
 LH1077|                                                           dddmmss.s |
 LH1077| CN9114 DARR RM 1                            14.722 METERS 11244     |
 LH1077| CN9113 DARR AZ MK                                         1153134.0 |
 LH1077| CN9115 DARR RM 2                            10.698 METERS 19747     |
 LH1077|---------------------------------------------------------------------|
 LH1077
 LH1077                          SUPERSEDED SURVEY CONTROL
 LH1077
 LH1077  NAD 83(1986)-  40 48 13.36079(N)    099 50 38.07557(W) AD(       ) 3
 LH1077  NAD 27      -  40 48 13.34200(N)    099 50 36.64500(W) AD(       ) 3
 LH1077  NGVD 29 (07/19/86)  741.69   (m)         2433.4    (f) LEVELING    3  
 LH1077
 LH1077.Superseded values are not recommended for survey control.
 LH1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1077.See file dsdata.txt to determine how the superseded data were derived.
 LH1077
 LH1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2881517310(NAD 83)
 LH1077_MARKER: DS = TRIANGULATION STATION DISK
 LH1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1077
 LH1077  HISTORY     - Date     Condition        Report By
 LH1077  HISTORY     - 1951     MONUMENTED       CGS
 LH1077  HISTORY     - 1959     GOOD             CGS
 LH1077  HISTORY     - 1967     MARK NOT FOUND   CGS
 LH1077
 LH1077                          STATION DESCRIPTION
 LH1077
 LH1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1077'THE STATION IS LOCATED ABOUT 5.5 MILE WEST-NORTHWEST OF
 LH1077'LEXINGTON, BETWEEN THE UNION PACIFIC RAILROAD AND U.S. HIGHWAY
 LH1077'30 AND AT A SOUTHEAST ANGLE FROM A CROSSROAD.  IT IS IN THE
 LH1077'RAILROAD RIGHT-OF-WAY AND ACROSS THE TRACKS NORTH OF MILE
 LH1077'POST 230.  IT IS 87.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 LH1077'30, 50.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 LH1077'ROAD, 45.0 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD AND 6.0
 LH1077'FEET SOUTHEAST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS
 LH1077'STAMPED DARR 1951.
 LH1077'
 LH1077'REFERENCE MARK NO. 1 IS 85.0 FEET SOUTH OF THE CENTER OF U.S.
 LH1077'HIGHWAY 30, 48.0 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 LH1077'AND 15.0 FEET NORTHEAST OF A TELEPHONE POLE.  IT PROJECTS
 LH1077'3 INCHES AND IS STAMPED DARR NO 1 1951.
 LH1077'
 LH1077'REFERENCE MARK NO. 2 IS 50.0 FEET EAST OF THE CENTER OF A
 LH1077'NORTH-SOUTH GRAVELED ROAD AND 10.0 FEET NORTH OF THE NORTH RAIL
 LH1077'OF THE RAILROAD.  IT PROJECTS 2 INCHES AND IS STAMPED DARR NO 2
 LH1077'1951.
 LH1077'
 LH1077'THE DISTANCE BETWEEN REFERENCE MARKS IS 57.1 FEET.
 LH1077'
 LH1077'THE AZIMUTH MARK IS 35.0 FEET SOUTH OF THE CENTER OF U.S.
 LH1077'HIGHWAY 30, 2.0 FEET WEST OF A TELEPHONE POLE AND 1.5
 LH1077'FEET WEST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS
 LH1077'STAMPED DARR 1951.
 LH1077'
 LH1077'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE
 LH1077'COURT HOUSE SQUARE IN LEXINGTON, GO SOUTH ON THE MAIN STREET
 LH1077'FOR 0.2 MILE TO U.S. HIGHWAY 30.  TURN RIGHT AND GO
 LH1077'WEST-NORTHWEST ON U.S. HIGHWAY 30 FOR 4.95 MILES TO THE
 LH1077'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE WEST-NORTHWEST
 LH1077'ON U.S. HIGHWAY 30 FOR 0.7 MILE TO A CROSSROAD AND THE STATION
 LH1077'ON THE LEFT AS DESCRIBED.
 LH1077'
 LH1077'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LH1077
 LH1077                          STATION RECOVERY (1959)
 LH1077
 LH1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1077'ALL MARKS RECOVERED AS PREVIOUSLY DESCRIBED, REFERENCE MARK
 LH1077'NO. 2 HAS EVIDENTLY BEEN STRUCK WITH GRADING EQUIPMENT AND
 LH1077'NOW LEANS SLIGHTLY TO THE WEST, ALL OTHER MARKS FOUND INTACT.
 LH1077'
 LH1077'AT THIS DATE REFERENCE MARK NO. 1 WAS OCCUPIED WITH AN 8 FOOT
 LH1077'TRIPOD IN ORDER TO AVOID CLEARING NEARBY TREES IN PRIVATE
 LH1077'YARD.
 LH1077
 LH1077                          STATION RECOVERY (1967)
 LH1077
 LH1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AMS)
 LH1077'STATION SEARCHED FOR BUT NOT RECOVERED.  DUE TO CONSTRUCTION
 LH1077'AND FILL WORK IN THE AREA, IT IS ASSUMED THAT THE STATION HAS
 LH1077'BEEN DESTROYED OR COVERED WITH FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1179 ***********************************************************************
 LH1179  DESIGNATION -  DARWIN
 LH1179  PID         -  LH1179
 LH1179  STATE/COUNTY-  NE/WEBSTER
 LH1179  USGS QUAD   -  GUIDE ROCK (1974)
 LH1179
 LH1179                         *CURRENT SURVEY CONTROL
 LH1179  ___________________________________________________________________
 LH1179* NAD 83(1995)-  40 00 08.56509(N)    098 16 37.37144(W)     ADJUSTED  
 LH1179* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 LH1179  ___________________________________________________________________
 LH1179  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 LH1179  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 LH1179
 LH1179  HORZ ORDER  -  FIRST
 LH1179
 LH1179.The horizontal coordinates were established by classical geodetic methods
 LH1179.and adjusted by the National Geodetic Survey in August 1997..
 LH1179
 LH1179.The orthometric height was scaled from a topographic map.
 LH1179
 LH1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1179
 LH1179.The geoid height was determined by GEOID03.
 LH1179
 LH1179;                    North         East     Units Scale Factor Converg.
 LH1179;SPC NE       -    20,236.304   647,114.547   MT  0.99999893   +1 08 30.5
 LH1179;SPC KS N     -   185,330.211   376,341.679   MT  1.00004288   -0 10 31.1
 LH1179;UTM  14      - 4,428,271.555   561,709.144   MT  0.99964688   +0 27 53.1
 LH1179
 LH1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1179!SPC NE       -   0.99991997  x   0.99999893  =   0.99991890
 LH1179!SPC KS N     -   0.99991997  x   1.00004288  =   0.99996284
 LH1179!UTM  14      -   0.99991997  x   0.99964688  =   0.99956687
 LH1179
 LH1179|---------------------------------------------------------------------|
 LH1179| PID    Reference Object                     Distance      Geod. Az  |
 LH1179|                                                           dddmmss.s |
 LH1179| CN9117 DARWIN RM 1                          17.861 METERS 00323     |
 LH1179| LH1170 SUPERIOR NEBR CEMENT CO STACK       APPROX.15.0 KM 0805919.6 |
 LH1179| CN9118 DARWIN RM 2                          22.342 METERS 09034     |
 LH1179| LH1180 DARWIN AZ MK 2                      APPROX. 0.6 KM 2712345.5 |
 LH1179| CN9116 DARWIN AZ MK                                       2713619.3 |
 LH1179|---------------------------------------------------------------------|
 LH1179
 LH1179                          SUPERSEDED SURVEY CONTROL
 LH1179
 LH1179  NAD 83(1986)-  40 00 08.56995(N)    098 16 37.37065(W) AD(       ) 1
 LH1179  NAD 27      -  40 00 08.51900(N)    098 16 36.19700(W) AD(       ) 1
 LH1179
 LH1179.Superseded values are not recommended for survey control.
 LH1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1179.See file dsdata.txt to determine how the superseded data were derived.
 LH1179
 LH1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6170928272(NAD 83)
 LH1179_MARKER: DS = TRIANGULATION STATION DISK
 LH1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1179
 LH1179  HISTORY     - Date     Condition        Report By
 LH1179  HISTORY     - 1947     MONUMENTED       CGS
 LH1179  HISTORY     - 1950     GOOD             CGS
 LH1179
 LH1179                          STATION DESCRIPTION
 LH1179
 LH1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1179'STATION IS LOCATED ABOUT 10.5 MILES WEST OF SUPERIOR AND 8
 LH1179'MILES SOUTHEAST OF GUIDE ROCK.  THE MARK, STAMPED DARWIN 1947,
 LH1179'IS 150 FEET WEST NORTHWEST OF A FARM HOUSE, 27 FEET SOUTH OF
 LH1179'THE CENTER LINE OF AN EAST-WEST ROAD, 1 FOOT NORTH OF AN
 LH1179'EAST-WEST WIRE FENCE, 2 FEET NORTHEAST OF A WITNESS POST AND
 LH1179'PROJECTS 8 INCHES.
 LH1179'
 LH1179'REFERENCE MARK NO. 1, STAMPED DARWIN NO 1 1947, IS 31.5 FEET
 LH1179'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 15 FEET NORTH
 LH1179'OF AN EAST-WEST FENCE AND PROJECTS 6 INCHES.
 LH1179'
 LH1179'REFERENCE MARK NO. 2, STAMPED DARWIN NO 2 1947, IS 27 FEET SOUTH
 LH1179'OF THE CENTER LINE OF AN EAST-WEST ROAD, 24 FEET WEST OF THE
 LH1179'CENTER LINE OF A FARM LANE, 1 FOOT NORTH OF AN EAST-WEST WIRE
 LH1179'FENCE AND PROJECTS 8 INCHES.
 LH1179'
 LH1179'THE AZIMUTH MARK, STAMPED DARWIN 1947, IS 25 FEET NORTH OF THE
 LH1179'CENTER LINE OF AN EAST-WEST ROAD, 2 FEET EAST OF THE EAST POST
 LH1179'OF A WIRE GATE, 1 FOOT SOUTH OF AN EAST-WEST WIRE FENCE, 1.5
 LH1179'FEET SOUTHEAST OF A WITNESS POST AND PROJECTS 6 INCHES.
 LH1179'
 LH1179'TO REACH THE STATION FROM GUIDE ROCK, GO SOUTHERLY ON STATE
 LH1179'HIGHWAY NO. 78 FOR 5.0 MILES TO THE KANSAS-NEBRASKA STATE
 LH1179'LINE.  AT THE STATE LINE TURN LEFT, EAST, AND GO 2.4 MILES TO
 LH1179'THE SUMMIT OF A LOW RIDGE AND AZIMUTH MARK ON THE LEFT, NORTH,
 LH1179'SIDE OF ROAD.  CONTINUE STRAIGHT AHEAD, EAST, FOR 0.4 MILE TO
 LH1179'THE SUMMIT OF A HIGH RIDGE AND STATION OF THE RIGHT, SOUTH, SIDE
 LH1179'OF ROAD NEAR FARM HOUSE.
 LH1179'
 LH1179'A 74 FOOT SIGNAL AT STATION BEEMAN IS VISIBLE AT THE GROUND.
 LH1179'
 LH1179'A 4 FOOT SIGNAL AT STATION GUIDE IS VISIBLE AT 40 FEET.
 LH1179'
 LH1179'A 74 FOOT SIGNAL AT STATION BLUE HILL 1898 IS VISIBLE AT 64
 LH1179'FEET.
 LH1179'
 LH1179'A 74 FOOT SIGNAL AT STATION BANGERT IS VISIBLE FROM THE GROUND.
 LH1179'
 LH1179'A 4 FOOT SIGNAL AT STATION CAMPBELL IS VISIBLE FROM THE GROUND.
 LH1179'
 LH1179'A 74 FOOT SIGNAL AT STATION SKULLY IS VISIBLE FROM THE GROUND.
 LH1179'
 LH1179'A 74 FOOT SIGNAL AT STATION SUPERIOR IS VISIBLE FROM THE GROUND.
 LH1179'
 LH1179'A 4 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 20 FEET.
 LH1179'
 LH1179'A 74 FOOT SIGNAL AT STATION KLINKER IS VISIBLE AT 30 FEET.
 LH1179'
 LH1179'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1179
 LH1179                          STATION RECOVERY (1950)
 LH1179
 LH1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LH1179'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 LH1179'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN EXCELLENT
 LH1179'CONDITION.
 LH1179'
 LH1179'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1179'
 LH1179'THE STATION IS LOCATED ABOUT 10.5 MILES NORTH AND 1.5 MILES
 LH1179'EAST OF BURR OAK, KANSAS AND ABOUT 8.0 MILES SOUTHEAST OF
 LH1179'GUIDE ROCK, NEBRASKA ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST
 LH1179'ROAD.  IT IS 150 FEET WEST-NORTHWEST OF A FARM HOUSE, 27 FEET
 LH1179'SOUTH OF THE CENTER OF ROAD, 2 FEET NORTHEAST OF A WITNESS POST
 LH1179'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LH1179'DARWIN 1947 AND PROJECTS 4 INCHES.
 LH1179'
 LH1179'REFERENCE MARK NO. 1 IS IN THE SOUTH EDGE OF A CULTIVATED
 LH1179'FIELD, 31 FEET NORTH OF THE CENTER OF ROAD.  IT IS STAMPED DARWIN
 LH1179'NO 1 1947 AND PROJECTS 2 INCHES.
 LH1179'
 LH1179'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 27 FEET SOUTH
 LH1179'OF THE CENTER OF ROAD AND 25 FEET WEST OF THE CENTER OF DRIVEWAY
 LH1179'INTO FARMYARD.  IT IS STAMPED DARWIN NO 2 1947 AND PROJECTS 6
 LH1179'INCHES.
 LH1179'
 LH1179'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 91.33 FEET.
 LH1179'
 LH1179'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET NORTH OF
 LH1179'THE CENTER OF ROAD, 2 FEET EAST OF THE EAST END OF A WIRE GATE,
 LH1179'1.5 FEET SOUTHEAST OF A WITNESS POST AND 1 FOOT SOUTH OF AN
 LH1179'EAST-WEST FENCE LINE.  IT IS STAMPED DARWIN 1947 AND PROJECTS 4
 LH1179'INCHES.
 LH1179'
 LH1179'TO REACH THE STATION FROM THE POST OFFICE IN BURR OAK, KANSAS,
 LH1179'GO NORTH ON STATE HIGHWAY 28 FOR 7.4 MILES TO POINT WHERE
 LH1179'HIGHWAY TURNS LEFT, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO
 LH1179'A CROSSROAD AT SCHOOLHOUSE IN SOUTHWEST ANGLE.  TURN RIGHT AND
 LH1179'GO EAST ON DIRT ROAD FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND
 LH1179'GO NORTH ON DIRT ROAD FOR 2.1 MILES TO A T INTERSECTION AT
 LH1179'STATE LINE.  TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.1 MILE
 LH1179'TO AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE STRAIGHT AHEAD
 LH1179'FOR 0.4 MILE TO STATION ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1180 ***********************************************************************
 LH1180  DESIGNATION -  DARWIN AZ MK 2
 LH1180  PID         -  LH1180
 LH1180  STATE/COUNTY-  NE/WEBSTER
 LH1180  USGS QUAD   -  GUIDE ROCK (1974)
 LH1180
 LH1180                         *CURRENT SURVEY CONTROL
 LH1180  ___________________________________________________________________
 LH1180* NAD 83(1995)-  40 00 09.04582(N)    098 17 03.06506(W)     ADJUSTED  
 LH1180* NAVD 88     -       532.     (meters)    1745.     (feet)  SCALED    
 LH1180  ___________________________________________________________________
 LH1180  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 LH1180  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 LH1180
 LH1180  HORZ ORDER  -  THIRD
 LH1180
 LH1180.The horizontal coordinates were established by classical geodetic methods
 LH1180.and adjusted by the National Geodetic Survey in August 1997..
 LH1180.No horizontal observational check was made to the station.
 LH1180
 LH1180.The orthometric height was scaled from a topographic map.
 LH1180
 LH1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1180
 LH1180.The geoid height was determined by GEOID03.
 LH1180
 LH1180;                    North         East     Units Scale Factor Converg.
 LH1180;SPC NE       -    20,239.009   646,504.929   MT  0.99999887   +1 08 13.4
 LH1180;SPC KS N     -   185,346.928   375,732.257   MT  1.00004291   -0 10 47.3
 LH1180;UTM  14      - 4,428,281.460   561,099.815   MT  0.99964596   +0 27 36.6
 LH1180
 LH1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1180!SPC NE       -   0.99992059  x   0.99999887  =   0.99991946
 LH1180!SPC KS N     -   0.99992059  x   1.00004291  =   0.99996350
 LH1180!UTM  14      -   0.99992059  x   0.99964596  =   0.99956658
 LH1180
 LH1180                          SUPERSEDED SURVEY CONTROL
 LH1180
 LH1180  NAD 83(1986)-  40 00 09.05068(N)    098 17 03.06426(W) AD(       ) 3
 LH1180  NAD 27      -  40 00 08.99964(N)    098 17 01.88984(W) AD(       ) 3
 LH1180
 LH1180.Superseded values are not recommended for survey control.
 LH1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1180.See file dsdata.txt to determine how the superseded data were derived.
 LH1180
 LH1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6110028281(NAD 83)
 LH1180_MARKER: DR = REFERENCE MARK DISK
 LH1180_SETTING: 0 = UNSPECIFIED SETTING
 LH1180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1180
 LH1180  HISTORY     - Date     Condition        Report By
 LH1180  HISTORY     - 1975     MONUMENTED       NGS
 LH1180
 LH1180                          STATION DESCRIPTION
 LH1180
 LH1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1180'TO REACH THE STATION FROM THE POST OFFICE IN GUIDE ROCK, GO SOUTHERLY
 LH1180'ON STATE HIGHWAY 78 FOR 5.0 MILES TO THE KANSAS-NEBRASKA STATELINE.
 LH1180'TURN LEFT AND GO EAST ON GRAVEL AND DIRT STATELINE ROAD FOR 2.4
 LH1180'MILES TO A GATE AND THE AZIMUTH MARK 2 ON THE LEFT.
 LH1180'
 LH1180'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED DARWIN
 LH1180'1947 AZ 2 1975, CEMENTED IN A DRILL IN THE TOP OF THE ORIGINAL
 LH1180'AZIMUTH MARK CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND
 LH1180'SURFACE.  IT IS 31.5 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 2
 LH1180'FEET EAST OF A TALL EAST END GATE POST AT ENTRANCE INTO FIELD AND 1
 LH1180'FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0890 ***********************************************************************
 LG0890  DESIGNATION -  DAVENPORT
 LG0890  PID         -  LG0890
 LG0890  STATE/COUNTY-  NE/THAYER
 LG0890  USGS QUAD   -  DAVENPORT (1960)
 LG0890
 LG0890                         *CURRENT SURVEY CONTROL
 LG0890  ___________________________________________________________________
 LG0890* NAD 83(1995)-  40 18 36.38970(N)    097 48 30.72965(W)     ADJUSTED  
 LG0890* NAVD 88     -       504.     (meters)    1654.     (feet)  SCALED    
 LG0890  ___________________________________________________________________
 LG0890  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 LG0890  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 LG0890
 LG0890  HORZ ORDER  -  SECOND
 LG0890
 LG0890.The horizontal coordinates were established by classical geodetic methods
 LG0890.and adjusted by the National Geodetic Survey in August 1997..
 LG0890
 LG0890.The orthometric height was scaled from a topographic map.
 LG0890
 LG0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0890
 LG0890.The geoid height was determined by GEOID03.
 LG0890
 LG0890;                    North         East     Units Scale Factor Converg.
 LG0890;SPC NE       -    55,298.161   686,244.884   MT  0.99987418   +1 27 08.2
 LG0890;UTM  14      - 4,462,858.176   601,242.649   MT  0.99972617   +0 46 15.1
 LG0890
 LG0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0890!SPC NE       -   0.99992507  x   0.99987418  =   0.99979926
 LG0890!UTM  14      -   0.99992507  x   0.99972617  =   0.99965127
 LG0890
 LG0890:                Primary Azimuth Mark                     Grid Az
 LG0890:SPC NE       -  DAVENPORT AZ MK                          117 40 28.8
 LG0890:UTM  14      -  DAVENPORT AZ MK                          118 21 21.9
 LG0890
 LG0890|---------------------------------------------------------------------|
 LG0890| PID    Reference Object                     Distance      Geod. Az  |
 LG0890|                                                           dddmmss.s |
 LG0890| CN9119 DAVENPORT AZ MK                                    1190737.0 |
 LG0890| CN9120 DAVENPORT RM 1                       32.713 METERS 14038     |
 LG0890| CN9121 DAVENPORT RM 2                       26.886 METERS 24959     |
 LG0890| LG0889 DAVENPORT MUNICIPAL TANK            APPROX. 0.6 KM 3112941.2 |
 LG0890|---------------------------------------------------------------------|
 LG0890
 LG0890                          SUPERSEDED SURVEY CONTROL
 LG0890
 LG0890  NAD 83(1986)-  40 18 36.39662(N)    097 48 30.72988(W) AD(       ) 2
 LG0890  NAD 27      -  40 18 36.36200(N)    097 48 29.58400(W) AD(       ) 2
 LG0890
 LG0890.Superseded values are not recommended for survey control.
 LG0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0890.See file dsdata.txt to determine how the superseded data were derived.
 LG0890
 LG0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0124362858(NAD 83)
 LG0890_MARKER: DS = TRIANGULATION STATION DISK
 LG0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0890
 LG0890  HISTORY     - Date     Condition        Report By
 LG0890  HISTORY     - 1950     MONUMENTED       CGS
 LG0890
 LG0890                          STATION DESCRIPTION
 LG0890
 LG0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0890'STATION IS LOCATED IN THE SOUTH SOUTHEAST PART OF DAVENPORT
 LG0890'NEAR THE CHICAGO AND NORTHWESTERN AND THE UNION PACIFIC
 LG0890'RAILROAD CROSSING AND DEPOT WHICH SERVES BOTH LINES.  STATION
 LG0890'IS LOCATED 67 FEET NORTHEAST OF THE NORTHEAST CORNER OF DEPOT
 LG0890'AND 60 FEET WEST OF WEST RAILROAD TRACK.  THE MARK IS FLUSH WITH
 LG0890'THE GROUND AND THE DISK IS STAMPED DAVENPORT 1950.
 LG0890'
 LG0890'REFERENCE MARK NO. 1 IS 42 FEET EAST OF EAST RAIL OF RAILROAD
 LG0890'TRACK.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 LG0890'STAMPED DAVENPORT NO 1 1950.
 LG0890'
 LG0890'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF DEPOT.  THE MARK IS
 LG0890'FLUSH WITH THE GROUND AND THE DISK IS STAMPED DAVENPORT NO
 LG0890'2 1950.
 LG0890'
 LG0890'AZIMUTH MARK IS 42 FEET NORTH OF NORTH RAIL OF RAILROAD TRACK, 2
 LG0890'FEET NORTHWEST OF TELEPHONE POLE AND 2 FEET NORTHWEST OF WITNESS
 LG0890'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LG0890'DAVENPORT 1950.
 LG0890'
 LG0890'TO REACH AZIMUTH GO EAST SOUTHEAST ALONG NORTH SIDE OF TRACK
 LG0890'FOR ABOUT 0.25 MILE TO AZIMUTH MARK AS DESCRIBED.
 LG0890'
 LG0890'A 74 FOOT SIGNAL AT STATION LOONTJER 1947 IS V.G.
 LG0890'
 LG0890'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0889 ***********************************************************************
 LG0889  DESIGNATION -  DAVENPORT MUNICIPAL TANK
 LG0889  PID         -  LG0889
 LG0889  STATE/COUNTY-  NE/THAYER
 LG0889  USGS QUAD   -  DAVENPORT (1960)
 LG0889
 LG0889                         *CURRENT SURVEY CONTROL
 LG0889  ___________________________________________________________________
 LG0889* NAD 83(1995)-  40 18 48.95463(N)    097 48 49.28627(W)     ADJUSTED  
 LG0889* NAVD 88     -                                                        
 LG0889  ___________________________________________________________________
 LG0889  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 LG0889  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 LG0889
 LG0889  HORZ ORDER  -  THIRD
 LG0889
 LG0889.The horizontal coordinates were established by classical geodetic methods
 LG0889.and adjusted by the National Geodetic Survey in August 1997..
 LG0889
 LG0889
 LG0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0889
 LG0889.The geoid height was determined by GEOID03.
 LG0889
 LG0889;                    North         East     Units Scale Factor Converg.
 LG0889;SPC NE       -    55,674.458   685,797.107   MT  0.99987293   +1 26 55.9
 LG0889;UTM  14      - 4,463,239.715   600,799.444   MT  0.99972507   +0 46 03.3
 LG0889
 LG0889                          SUPERSEDED SURVEY CONTROL
 LG0889
 LG0889  NAD 83(1986)-  40 18 48.95853(N)    097 48 49.28100(W) AD(       ) 4
 LG0889  NAD 27      -  40 18 48.93500(N)    097 48 48.14900(W) AD(       ) 3
 LG0889
 LG0889.Superseded values are not recommended for survey control.
 LG0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0889.See file dsdata.txt to determine how the superseded data were derived.
 LG0889
 LG0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0079963240(NAD 83)
 LG0889_MARKER: 53 = ELEVATED TANK
 LG0889
 LG0889  HISTORY     - Date     Condition        Report By
 LG0889  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0889  HISTORY     - 1950     GOOD             CGS
 LG0889  HISTORY     - 1963     GOOD             CGS
 LG0889
 LG0889                          STATION DESCRIPTION
 LG0889
 LG0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0889'IT IS LOCATED 3/4 BLOCK NORTHWEST OF THE CENTER OF THE TOWNS
 LG0889'BUSINESS DISTRICT, 140 FEET WEST OF THE CENTER OF A GRAVELED
 LG0889'STREET, AND 105 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LG0889'GRAVELED STREET.  TANK PROPER IS SUPPORTED BY A FOUR LEGGED
 LG0889'STEEL TRUSWORK STRUCTURE.  IT HAS A CONICAL SHAPED ROOF WITH
 LG0889'A BALL AT ITS APEX.  THE OVERALL HEIGHT IS APPROXIMATELY 110
 LG0889'FEET.  THE BALL AT THE APEX OF THE ROOF WAS THE POINT OBSERVED
 LG0889'UPON.
 LG0889
 LG0889                          STATION RECOVERY (1950)
 LG0889
 LG0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0889'THE STATION IS LOCATED AT THE NORTH EDGE OF THE BUSINESS DISTRICT,
 LG0889'OF DAVENPORT.  IT IS ABOUT 125 FEET HIGH, HAS 4 LEGS AND
 LG0889'IS PAINTED SILVER.
 LG0889'
 LG0889'TO REACH THE STATION FROM THE JENNINGS STATE BANK IN DAVENPORT,
 LG0889'GO NORTH FOR 0.05 MILE TO A CROSS STREETS.  TURN LEFT (WEST) AND
 LG0889'GO ABOUT 100 FEET TO STATION ON LEFT AS DESCRIBED.
 LG0889'
 LG0889'THE POINT INTERSECTED WAS THE BALL ON TOP.
 LG0889
 LG0889                          STATION RECOVERY (1963)
 LG0889
 LG0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0889'STATION WAS RECOVERED IN GOOD CONDITION.  USED FOR AZIMUTH ONLY.
 LG0889'THE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1862 ***********************************************************************
 MK1862  DESIGNATION -  DAVID
 MK1862  PID         -  MK1862
 MK1862  STATE/COUNTY-  NE/BUTLER
 MK1862  USGS QUAD   -  DAVID CITY EAST (1968)
 MK1862
 MK1862                         *CURRENT SURVEY CONTROL
 MK1862  ___________________________________________________________________
 MK1862* NAD 83(1995)-  41 15 17.32638(N)    097 07 11.10817(W)     ADJUSTED  
 MK1862* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 MK1862  ___________________________________________________________________
 MK1862  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 MK1862  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 MK1862
 MK1862  HORZ ORDER  -  FIRST
 MK1862
 MK1862.The horizontal coordinates were established by classical geodetic methods
 MK1862.and adjusted by the National Geodetic Survey in August 1997..
 MK1862
 MK1862.The orthometric height was scaled from a topographic map.
 MK1862
 MK1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1862
 MK1862.The geoid height was determined by GEOID03.
 MK1862
 MK1862;                    North         East     Units Scale Factor Converg.
 MK1862;SPC NE       -   161,839.645   741,269.764   MT  0.99966814   +1 54 31.4
 MK1862;UTM  14      - 4,568,749.045   657,524.887   MT  0.99990539   +1 14 24.4
 MK1862
 MK1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1862!SPC NE       -   0.99992641  x   0.99966814  =   0.99959457
 MK1862!UTM  14      -   0.99992641  x   0.99990539  =   0.99983181
 MK1862
 MK1862:                Primary Azimuth Mark                     Grid Az
 MK1862:SPC NE       -  DAVID AZ MK                              087 25 41.2
 MK1862:UTM  14      -  DAVID AZ MK                              088 05 48.2
 MK1862
 MK1862|---------------------------------------------------------------------|
 MK1862| PID    Reference Object                     Distance      Geod. Az  |
 MK1862|                                                           dddmmss.s |
 MK1862| CN9122 DAVID AZ MK                                        0892012.6 |
 MK1862| MK1863 DAVID CITY TANK                      43.142 METERS 12422     |
 MK1862| MK1866 ST FRANCIS CHURCH SPIRE             APPROX. 8.0 KM 1564425.1 |
 MK1862| CN9123 DAVID RM 1                           68.620 METERS 19905     |
 MK1862| MK1882 WHITE COUNTRY CH SPIRE              APPROX. 9.3 KM 2103232.4 |
 MK1862| MK1885 RISING CITY STANDPIPE               APPROX.16.2 KM 2454423.9 |
 MK1862| MK1892 SHELBY CATHOLIC CH DOME             APPROX.26.6 KM 2542947.9 |
 MK1862| MK1891 SHELBY MUNICIPAL TANK               APPROX.26.6 KM 2553339.9 |
 MK1862| MK1864 DAVID CITY ST MARYS CH SPIRE        APPROX. 0.8 KM 3004253.8 |
 MK1862| CN9124 DAVID RM 2                           65.920 METERS 34001     |
 MK1862|---------------------------------------------------------------------|
 MK1862
 MK1862                          SUPERSEDED SURVEY CONTROL
 MK1862
 MK1862  NAD 83(1986)-  41 15 17.33581(N)    097 07 11.10902(W) AD(       ) 1
 MK1862  NAD 27      -  41 15 17.28700(N)    097 07 09.97900(W) AD(       ) 1
 MK1862
 MK1862.Superseded values are not recommended for survey control.
 MK1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1862.See file dsdata.txt to determine how the superseded data were derived.
 MK1862
 MK1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5752568749(NAD 83)
 MK1862_MARKER: DS = TRIANGULATION STATION DISK
 MK1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1862_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1862+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 MK1862
 MK1862  HISTORY     - Date     Condition        Report By
 MK1862  HISTORY     - 1935     MONUMENTED       CGS
 MK1862  HISTORY     - 20020807 GOOD             USACE
 MK1862
 MK1862                          STATION DESCRIPTION
 MK1862
 MK1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1862'STATION IS LOCATED IN DAVID CITY, IN THE SOUTHWEST QUARTER
 MK1862'SEC. 20, T. 15 N., R. 3 E., 142 FEET NORTHEAST OF THE CITY
 MK1862'WATER TANK, ON LAND OWNED BY THE CITY.  MARK IS PLACED IN THE
 MK1862'NORTHEAST CORNER OF THE LOT 20 FEET NORTH OF SIDEWALK LINE,
 MK1862'38 FEET NORTH OF CENTERLINE OF ROAD TO WATER PLANT, 42 FEET
 MK1862'EAST OF CENTERLINE OF ELEVENTH STREET, 3 FEET SOUTH OF SOUTH
 MK1862'RIGHT-OF-WAY FENCE OF UNION PACIFIC RAILROAD TRACKS.  MARK IS
 MK1862'FLUSH WITH GROUND.
 MK1862'
 MK1862'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION, IN THE LINE
 MK1862'OF LIGHT POLES ON THE WEST SIDE OF ELEVENTH STREET, 2 FEET
 MK1862'NORTH OF THIRD POLE SOUTH OF RAILROAD CROSSING, AND 27 FEET
 MK1862'WEST OF CENTERLINE OF ELEVENTH STREET.
 MK1862'
 MK1862'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION, 31 FEET
 MK1862'WEST OF CENTERLINE OF ELEVENTH STREET, IN THE LINE OF LIGHT
 MK1862'POLES AND 1 FOOT SOUTH OF SECOND POLE NORTH OF RAILROAD CROSSING
 MK1862'
 MK1862'AZIMUTH MARK IS ONE MILE DUE EAST OF STATION, ON THE EAST
 MK1862'SIDE OF ROAD, IN THE FENCE LINE, 22 FEET EAST OF CENTERLINE OF
 MK1862'ROAD, 90 FEET NORTH OF RAILROAD CROSSING.  REACHED BY GOING
 MK1862'SOUTH FROM STATION 0.35 MILE, THENCE EAST 1.0 MILE, THENCE
 MK1862'NORTH 0.35 MILE TO MARK ON RIGHT.  MARK PROJECTS 6 INCHES
 MK1862'
 MK1862'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 MK1862
 MK1862                          STATION RECOVERY (2002)
 MK1862
 MK1862'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CMW)
 MK1862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1277 ***********************************************************************
 MK1277  DESIGNATION -  DAVID CITY
 MK1277  PID         -  MK1277
 MK1277  STATE/COUNTY-  NE/BUTLER
 MK1277  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1277
 MK1277                         *CURRENT SURVEY CONTROL
 MK1277  ___________________________________________________________________
 MK1277* NAD 83(1986)-  41 15 10.     (N)    097 07 42.     (W)     SCALED    
 MK1277* NAVD 88     -       494.140  (meters)    1621.19   (feet)  ADJUSTED  
 MK1277  ___________________________________________________________________
 MK1277  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 MK1277  DYNAMIC HT  -         493.908 (meters)    1620.43  (feet)  COMP
 MK1277  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 MK1277
 MK1277  VERT ORDER  -  SECOND    CLASS 0
 MK1277
 MK1277.The horizontal coordinates were scaled from a topographic map and have
 MK1277.an estimated accuracy of +/- 6 seconds.
 MK1277
 MK1277.The orthometric height was determined by differential leveling
 MK1277.and adjusted by the National Geodetic Survey in June 1991..
 MK1277
 MK1277.The geoid height was determined by GEOID03.
 MK1277
 MK1277.The dynamic height is computed by dividing the NAVD 88
 MK1277.geopotential number by the normal gravity value computed on the
 MK1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1277.degrees latitude (g = 980.6199 gals.).
 MK1277
 MK1277.The modeled gravity was interpolated from observed gravity values.
 MK1277
 MK1277;                    North         East    Units  Estimated Accuracy
 MK1277;SPC NE       -   161,590.      740,560.      MT  (+/- 180 meters Scaled)
 MK1277
 MK1277                          SUPERSEDED SURVEY CONTROL
 MK1277
 MK1277  NGVD 29 (??/??/92)  493.963  (m)         1620.61   (f) ADJ UNCH    2 0
 MK1277
 MK1277.Superseded values are not recommended for survey control.
 MK1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1277.See file dsdata.txt to determine how the superseded data were derived.
 MK1277
 MK1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL568685(NAD 83)
 MK1277_MARKER: DB = BENCH MARK DISK
 MK1277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1277_SP_SET: WALL
 MK1277_STAMPING: DAVID CITY 1934
 MK1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1277+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 MK1277
 MK1277  HISTORY     - Date     Condition        Report By
 MK1277  HISTORY     - 1934     MONUMENTED       CGS
 MK1277  HISTORY     - 1935     GOOD             NGS
 MK1277  HISTORY     - 1955     GOOD             NGS
 MK1277  HISTORY     - 20020807 GOOD             USACE
 MK1277
 MK1277                          STATION DESCRIPTION
 MK1277
 MK1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1277'IN DAVID CITY.
 MK1277'IN THE SOUTH WALL, NEAR THE SOUTHWEST CORNER, OF THE DAVID
 MK1277'CITY CITY HALL.  10 FEET EAST OF STAIRWAY TO FIREMAN HALL, 7 FEET
 MK1277'FROM SOUTHWEST ENTRANCE, AND 3.3 FEET ABOVE THE SIDE WALK.
 MK1277
 MK1277                          STATION RECOVERY (1955)
 MK1277
 MK1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 MK1277'RECOVERED IN GOOD CONDITION.
 MK1277
 MK1277                          STATION RECOVERY (2002)
 MK1277
 MK1277'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (CMW)
 MK1277'STATION HAS A 12 INCH PINE TREE APPROXIMATELY 15 FEET TO THE WEST.
 MK1277'THIS WILL CREATE MASKING FOR GPS. CITY DOES NOT WANT TO REMOVE TREE.
 MK1277'LINE TO AZIMUTH MARK IS OVERGROWN ALONG THE OLD RAILROAD RIGHT OF WAY.
 MK1277' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1864 ***********************************************************************
 MK1864  DESIGNATION -  DAVID CITY ST MARYS CH SPIRE
 MK1864  PID         -  MK1864
 MK1864  STATE/COUNTY-  NE/BUTLER
 MK1864  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1864
 MK1864                         *CURRENT SURVEY CONTROL
 MK1864  ___________________________________________________________________
 MK1864* NAD 83(1995)-  41 15 30.78687(N)    097 07 41.13504(W)     ADJUSTED  
 MK1864* NAVD 88     -                                                        
 MK1864  ___________________________________________________________________
 MK1864  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 MK1864  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 MK1864
 MK1864  HORZ ORDER  -  THIRD
 MK1864
 MK1864.The horizontal coordinates were established by classical geodetic methods
 MK1864.and adjusted by the National Geodetic Survey in August 1997..
 MK1864
 MK1864
 MK1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1864
 MK1864.The geoid height was determined by GEOID03.
 MK1864
 MK1864;                    North         East     Units Scale Factor Converg.
 MK1864;SPC NE       -   162,231.288   740,557.552   MT  0.99966786   +1 54 11.5
 MK1864;UTM  14      - 4,569,149.066   656,817.125   MT  0.99990266   +1 14 04.9
 MK1864
 MK1864                          SUPERSEDED SURVEY CONTROL
 MK1864
 MK1864  NAD 83(1986)-  41 15 30.79602(N)    097 07 41.13550(W) AD(       ) 4
 MK1864  NAD 27      -  41 15 30.75470(N)    097 07 40.00420(W) AD(       ) 3
 MK1864
 MK1864.Superseded values are not recommended for survey control.
 MK1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1864.See file dsdata.txt to determine how the superseded data were derived.
 MK1864
 MK1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5681769149(NAD 83)
 MK1864_MARKER: 90 = CHURCH SPIRE
 MK1864
 MK1864  HISTORY     - Date     Condition        Report By
 MK1864  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1864  HISTORY     - 20030819 GOOD             USPSQD
 MK1864
 MK1864                          STATION DESCRIPTION
 MK1864
 MK1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1864'POINT SIGHTED UPON WAS TIP OF GOLD SURMOUNTING TIP OF GREEN SPIRE
 MK1864'ON CLOCK TOWER, WHICH IS ON THE SOUTHWEST CORNER OF ST. MARYS
 MK1864'CHURCH.  BUILDING IS OF YELLOW BRICK TRIMMED WITH CONCRETE BLOCKS
 MK1864'AND IS IN THE NORTHERN PART OF TOWN OF DAVID CITY.
 MK1864'
 MK1864'OBSERVED UPON FROM STATIONS DAVID, RUTH, SABATA, AND CURTIS.
 MK1864
 MK1864                          STATION RECOVERY (2003)
 MK1864
 MK1864'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MK1864'STATION FOUND GOOD. ST. MARYS CATHOLIC CHURCH IS NORTH OF E. 'I' ST.,
 MK1864'SOUTH OF E. 'J' ST., EAST OF N. 5TH ST., AND WEST OF N. 6TH ST. IN THE
 MK1864'SOUTHEAST CORNER OF THE BLOCK AT N. 5TH AND 'I' STS IN THE TOWN OF
 MK1864'DAVID CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1861 ***********************************************************************
 MK1861  DESIGNATION -  DAVID CITY STACK
 MK1861  PID         -  MK1861
 MK1861  STATE/COUNTY-  NE/BUTLER
 MK1861  USGS QUAD   -  DAVID CITY EAST (1968)
 MK1861
 MK1861                         *CURRENT SURVEY CONTROL
 MK1861  ___________________________________________________________________
 MK1861* NAD 83(1995)-  41 15 16.69560(N)    097 07 08.06376(W)     ADJUSTED  
 MK1861* NAVD 88     -                                                        
 MK1861  ___________________________________________________________________
 MK1861  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 MK1861  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 MK1861
 MK1861  HORZ ORDER  -  THIRD
 MK1861
 MK1861.The horizontal coordinates were established by classical geodetic methods
 MK1861.and adjusted by the National Geodetic Survey in August 1997..
 MK1861
 MK1861
 MK1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1861
 MK1861.The geoid height was determined by GEOID03.
 MK1861
 MK1861;                    North         East     Units Scale Factor Converg.
 MK1861;SPC NE       -   161,822.563   741,341.225   MT  0.99966816   +1 54 33.5
 MK1861;UTM  14      - 4,568,731.126   657,596.160   MT  0.99990567   +1 14 26.4
 MK1861
 MK1861                          SUPERSEDED SURVEY CONTROL
 MK1861
 MK1861  NAD 83(1986)-  41 15 16.70329(N)    097 07 08.06398(W) AD(       ) 4
 MK1861  NAD 27      -  41 15 16.65000(N)    097 07 06.94000(W) AD(       ) 3
 MK1861
 MK1861.Superseded values are not recommended for survey control.
 MK1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1861.See file dsdata.txt to determine how the superseded data were derived.
 MK1861
 MK1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5759668731(NAD 83)
 MK1861_MARKER: 63 = STACK
 MK1861
 MK1861  HISTORY     - Date     Condition        Report By
 MK1861  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1861  HISTORY     - 20030819 MARK NOT FOUND   USPSQD
 MK1861
 MK1861                          STATION DESCRIPTION
 MK1861
 MK1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1861'POINT OBSERVED UPON IS THE CENTER OF THE 100-FOOT BLACK STACK AT
 MK1861'THE MUNICIPAL LIGHT PLANT OF DAVID CITY, LOCATED IN THE EAST
 MK1861'PORTION OF TOWN.  (STACK IS STEEL).
 MK1861'
 MK1861'OBSERVED UPON FROM STATIONS LINWOOD AND COLUMBUS.
 MK1861
 MK1861                          STATION RECOVERY (2003)
 MK1861
 MK1861'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MK1861'STATION NOT FOUND. SITE LOCATED. STACK SITE IS NORTHEAST OF MK1863
 MK1861'STATION, DAVID CITY TANK. PICTURES VERIFY STACK NO LONGER EXISTS AT
 MK1861'SITE. THIS STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1863 ***********************************************************************
 MK1863  DESIGNATION -  DAVID CITY TANK
 MK1863  PID         -  MK1863
 MK1863  STATE/COUNTY-  NE/BUTLER
 MK1863  USGS QUAD   -  DAVID CITY EAST (1968)
 MK1863
 MK1863                         *CURRENT SURVEY CONTROL
 MK1863  ___________________________________________________________________
 MK1863* NAD 83(1995)-  41 15 16.53703(N)    097 07 09.57845(W)     ADJUSTED  
 MK1863* NAVD 88     -                                                        
 MK1863  ___________________________________________________________________
 MK1863  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 MK1863  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 MK1863
 MK1863  HORZ ORDER  -  THIRD
 MK1863
 MK1863.The horizontal coordinates were established by classical geodetic methods
 MK1863.and adjusted by the National Geodetic Survey in August 1997..
 MK1863
 MK1863
 MK1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1863
 MK1863.The geoid height was determined by GEOID03.
 MK1863
 MK1863;                    North         East     Units Scale Factor Converg.
 MK1863;SPC NE       -   161,816.501   741,306.157   MT  0.99966816   +1 54 32.4
 MK1863;UTM  14      - 4,568,725.473   657,561.015   MT  0.99990553   +1 14 25.4
 MK1863
 MK1863                          SUPERSEDED SURVEY CONTROL
 MK1863
 MK1863  NAD 83(1986)-  41 15 16.54572(N)    097 07 09.57758(W) AD(       ) 4
 MK1863  NAD 27      -  41 15 16.50100(N)    097 07 08.46600(W) AD(       ) 3
 MK1863
 MK1863.Superseded values are not recommended for survey control.
 MK1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1863.See file dsdata.txt to determine how the superseded data were derived.
 MK1863
 MK1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5756168725(NAD 83)
 MK1863_MARKER: 53 = ELEVATED TANK
 MK1863
 MK1863  HISTORY     - Date     Condition        Report By
 MK1863  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1863  HISTORY     - 20030819 GOOD             USPSQD
 MK1863
 MK1863                          STATION DESCRIPTION
 MK1863
 MK1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1863'POINT OBSERVED UPON WAS FINIAL OF THE DAVID CITY WATER TANK WHICH
 MK1863'IS LOCATED 1/2 BLOCK EAST OF ELEVENTH STREET AND 1/2 BLOCK SOUTH
 MK1863'OF UNION PACIFIC RAILROAD TRACKS IN THE EAST PORTION OF TOWN.
 MK1863'TANK IS 100 FEET HIGH, PAINTED SILVER WITH THE LETTERING DAVID
 MK1863'CITY ON THE WEST SIDE.
 MK1863'
 MK1863'OBSERVED UPON FROM STATIONS DAVID, HROMAS, RUTH, SABATA, CURTIS,
 MK1863'LINWOOD, AND COLUMBUS.
 MK1863
 MK1863                          STATION RECOVERY (2003)
 MK1863
 MK1863'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MK1863'STATION FOUND GOOD. TANK IS NORTH OF E. 'E' ST. AND EAST OF N. 11TH
 MK1863'ST. TANK HAS 4 LEGS WITH A CONICAL TOP TO THE TANK. BOWL OF THE TANK
 MK1863'IS PAINTED WHITE WITH BLACK LETTERS 'DAVID CITY'. THE LEGS AND TOP OF
 MK1863'THE TANK ARE PAINTED MEDIUM BROWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0443 ***********************************************************************
 LJ0443  DESIGNATION -  DAVIS RESET
 LJ0443  PID         -  LJ0443
 LJ0443  STATE/COUNTY-  NE/FRONTIER
 LJ0443  USGS QUAD   -  QUICK NE (1956)
 LJ0443
 LJ0443                         *CURRENT SURVEY CONTROL
 LJ0443  ___________________________________________________________________
 LJ0443* NAD 83(1995)-  40 28 06.26664(N)    100 32 11.04472(W)     ADJUSTED  
 LJ0443* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 LJ0443  ___________________________________________________________________
 LJ0443  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 LJ0443  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 LJ0443
 LJ0443  HORZ ORDER  -  SECOND
 LJ0443
 LJ0443.The horizontal coordinates were established by classical geodetic methods
 LJ0443.and adjusted by the National Geodetic Survey in August 1997..
 LJ0443
 LJ0443.The orthometric height was scaled from a topographic map.
 LJ0443
 LJ0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0443
 LJ0443.The geoid height was determined by GEOID03.
 LJ0443
 LJ0443;                    North         East     Units Scale Factor Converg.
 LJ0443;SPC NE       -    70,653.933   454,517.572   MT  0.99982101   -0 21 19.7
 LJ0443;UTM  14      - 4,480,881.532   369,751.248   MT  0.99980882   -0 59 50.3
 LJ0443
 LJ0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0443!SPC NE       -   0.99986733  x   0.99982101  =   0.99968837
 LJ0443!UTM  14      -   0.99986733  x   0.99980882  =   0.99967618
 LJ0443
 LJ0443|---------------------------------------------------------------------|
 LJ0443| PID    Reference Object                     Distance      Geod. Az  |
 LJ0443|                                                           dddmmss.s |
 LJ0443| CN9134 DAVIS RM 3                           21.165 METERS 04238     |
 LJ0443| CN9132 DAVIS RM 1                           18.963 METERS 05054     |
 LJ0443| CN9131 DAVIS AZ MK                                        1620922.5 |
 LJ0443| LJ0446 MC COOK ST AIRFIELD WATER TWR       APPROX.23.1 KM 2195525.9 |
 LJ0443| CN9133 DAVIS RM 2                           31.946 METERS 29716     |
 LJ0443|---------------------------------------------------------------------|
 LJ0443
 LJ0443                          SUPERSEDED SURVEY CONTROL
 LJ0443
 LJ0443  NAD 83(1986)-  40 28 06.27220(N)    100 32 11.05077(W) AD(       ) 2
 LJ0443  NAD 27      -  40 28 06.24478(N)    100 32 09.51815(W) AD(       ) 2
 LJ0443
 LJ0443.Superseded values are not recommended for survey control.
 LJ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0443.See file dsdata.txt to determine how the superseded data were derived.
 LJ0443
 LJ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6975180882(NAD 83)
 LJ0443_MARKER: DS = TRIANGULATION STATION DISK
 LJ0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0443
 LJ0443  HISTORY     - Date     Condition        Report By
 LJ0443  HISTORY     - 1951     MONUMENTED       CGS
 LJ0443  HISTORY     - 1973     SEE DESCRIPTION  USGS
 LJ0443  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LJ0443
 LJ0443                          STATION DESCRIPTION
 LJ0443
 LJ0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0443'THE STATION IS LOCATED ABOUT 18.0 MILES NORTH OF MC COOK AND
 LJ0443'ABOUT 12.0 MILES SOUTH OF CURTIS ON THE ROAD RIGHT-OF-WAY,
 LJ0443'19 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 6 FEET
 LJ0443'NORTHEAST OF A WITNESS POST AND 6 FEET NORTH OF AN EAST-WEST
 LJ0443'FENCE LINE.  IT IS STAMPED DAVIS 1951 AND PROJECTS 4 INCHES.
 LJ0443'
 LJ0443'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 16 FEET
 LJ0443'NORTH OF THE CENTER OF ROAD.  IT IS STAMPED DAVIS NO 1 1951
 LJ0443'AND PROJECTS 3 INCHES.
 LJ0443'
 LJ0443'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF A CULTIVATED
 LJ0443'FIELD, 25 FEET NORTH OF THE CENTER OF ROAD AND 1 FOOT SOUTH
 LJ0443'OF A POWER LINE POLE.  IT IS STAMPED DAVIS NO 2 1951 AND
 LJ0443'IS FLUSH WITH THE GROUND SURFACE.
 LJ0443'
 LJ0443'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 141.33 FEET.
 LJ0443'
 LJ0443'THE AZIMUTH MARK IS IN THE WEST EDGE OF A CULTIVATED FIELD,
 LJ0443'34 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, AND 1 FOOT
 LJ0443'NORTH OF A POWER LINE POLE AND WITNESS POST.  IT IS STAMPED
 LJ0443'DAVIS 1951 AND PROJECTS 2 INCHES.
 LJ0443'
 LJ0443'TO REACH THE STATION FROM THE INTERSECTION 2 BLOCKS SOUTH OF
 LJ0443'THE POST OFFICE IN MC COOK, GO WEST ON U.S. HIGHWAYS 83,
 LJ0443'34 AND 6 FOR 0.9 MILE TO JUNCTION OF THESE HIGHWAYS, TURN
 LJ0443'RIGHT AND GO NORTH ON U.S. HIGHWAY 83 FOR 14.9 MILES TO A
 LJ0443'T ROAD RIGHT, TURN RIGHT AND GO EAST ON DIRT ROAD FOR 4.0
 LJ0443'MILES TO A FORK, TAKE LEFT FORK AND GO NORTH FOR 1.3 MILES
 LJ0443'TO A T ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 2.1 MILES TO
 LJ0443'A T INTERSECTION, TURN LEFT AND GO NORTH FOR 1.6 MILES TO
 LJ0443'AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE NORTH FOR 0.35 MILE
 LJ0443'TO A T INTERSECTION AND SCHOOLHOUSE JUST NORTHWEST,
 LJ0443'TURN LEFT AND GO WEST FOR 0.1 MILE TO STATION ON LEFT AS
 LJ0443'DESCRIBED.
 LJ0443'
 LJ0443'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LJ0443
 LJ0443                          STATION RECOVERY (1973)
 LJ0443
 LJ0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JEK)
 LJ0443'SURFACE MK. DEST.  UNDERGROUND MK. OK.  R.M. 1 DEST.  R.M. 2
 LJ0443'AND AZ. MK. OK.  DISTANCE TO R.M. 2 MISSED -0.01 FT.  DIRECTION
 LJ0443'TO R.M. 2 MISSED +62.60 SECONDS IN AZIMUTH, MC COOK STATE
 LJ0443'AIRFIELD WT MISSED -4.57 SECONDS IN AZIMUTH.  A NEW DESCRIPTION
 LJ0443'FOLLOWS--TO REACH FROM THE JCT. OF U.S. HWYS. 83, 34 AND 6
 LJ0443'IN MC COOK GO N. ON U.S. HWY. 83 FOR 14.9 MI. TO A T-RD E,
 LJ0443'TURN E. ON RD FOR 5.75 MI. TO A CURVE N, TURN N. FOR 3.6 MI.
 LJ0443'TO A T-RD S, TURN W. FOR 0.1 MI. TO TOP OF RISE AND THE
 LJ0443'STATION ON THE LEFT IN BOTTOM OF RD DITCH.  STA. MK.
 LJ0443'(UNDERGROUND) IS 6 FT N OF NEW WITNESS POST, 7 FT. NE OF
 LJ0443'OLD WP, BURIED 1.4 FT. IN RD DITCH.
 LJ0443
 LJ0443                          STATION RECOVERY (1977)
 LJ0443
 LJ0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LJ0443'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 LJ0443'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 LJ0443'MARK AND REFERENCE MARK 1 CONCRETE MONUMENTS WERE FOUND LYING
 LJ0443'ON TOP THE GROUND AT FENCELINES.  A NEW SURFACE STATION MARK AND
 LJ0443'REFERENCE MARK 3 WERE SET THIS DATE.  DUE TO THE STATION IN A
 LJ0443'ROAD DITCH, IT WILL TAKE AN 8 TO 10 FOOT TRIPOD TO SEE AZIMUTH
 LJ0443'MARK.  A NEW COMPLETE DESCRIPTION FOLLOWS--
 LJ0443'
 LJ0443'THE STATION IS LOCATED ABOUT 18 MILES NORTH OF MCCOOK AND ABOUT 12
 LJ0443'MILES SOUTH OF CURTIS, ON THE SOUTH RIGHT-OF-WAY OF A COUNTRY ROAD.
 LJ0443'
 LJ0443'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 83 AND 34 AND
 LJ0443'6 IN MCCOOK, GO NORTH ON HIGHWAY 83 FOR 14.9 MILES TO A SIDE ROAD
 LJ0443'ON THE RIGHT, TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 5.75
 LJ0443'MILES TO A CURVE NORTH, BEAR LEFT AND GO NORTH ON THE GRAVELED
 LJ0443'ROAD FOR 3.2 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 LJ0443'NORTH ON THE GRAVELED ROAD FOR 0.4 MILE TO A T-INTERSECTION, AN
 LJ0443'OLD SCHOOL HOUSE AND A POWER SUB-STATION ON THE NORTH SIDE OF
 LJ0443'THE ROAD, TURN LEFT AND GO WEST ON ROAD FOR 0.1 MILE TO THE TOP
 LJ0443'OF THE HILL AND THE STATION ON THE LEFT.
 LJ0443'
 LJ0443'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED DAVIS 1951
 LJ0443'1977, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 3
 LJ0443'INCHES BELOW THE GROUND SURFACE.  REBAR PLACED IN CONCRETE.  IT IS
 LJ0443'21 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 5.6 FEET NORTH
 LJ0443'OF A METAL WITNESS POST AND 7 FEET NORTHEAST OF A 4X4 WOODEN
 LJ0443'WITNESS POST IN A FENCELINE.  THE UNDERGROUND DISK IS STAMPED
 LJ0443'DAVIS 1951, SET IN IRREGULAR MASS OF CONCRETE ABOUT 30 INCHES
 LJ0443'BELOW THE GROUND SURFACE.
 LJ0443'
 LJ0443'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DAVIS NO 2 1951, SET IN
 LJ0443'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 LJ0443'GROUND SURFACE.  IT IS 30 FEET NORTH OF THE CENTER OF THE GRAVELED
 LJ0443'ROAD AND ON THE SOUTH SIDE OF A POWER POLE.
 LJ0443'
 LJ0443'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DAVIS 1951 NO 3 1977,
 LJ0443'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 LJ0443'INCHES ABOVE THE GROUND SURFACE.  IT IS 30.5 FEET NORTH OF THE
 LJ0443'CENTER OF THE GRAVELED ROAD, 26 FEET WEST OF A TELEPHONE JUNCTION
 LJ0443'BOX PROJECTING 5 FEET AND 1 FOOT SOUTH OF A METAL WITNESS
 LJ0443'POST IN FENCELINE.
 LJ0443'
 LJ0443'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAVIS 1951, SET IN THE
 LJ0443'TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 LJ0443'GROUND SURFACE.  IT IS 34 FEET EAST OF THE CENTER OF THE
 LJ0443'NORTH-SOUTH ROAD, 1.5 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 LJ0443'NORTH OF A POWER POLE.
 LJ0443'
 LJ0443'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12 MILES
 LJ0443'SOUTH OF CURTIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1379 ***********************************************************************
 LF1379  DESIGNATION -  DAWSON MUNICIPAL TANK
 LF1379  PID         -  LF1379
 LF1379  STATE/COUNTY-  NE/RICHARDSON
 LF1379  USGS QUAD   -  DAWSON (1965)
 LF1379
 LF1379                         *CURRENT SURVEY CONTROL
 LF1379  ___________________________________________________________________
 LF1379* NAD 83(1995)-  40 08 11.60266(N)    095 49 49.57774(W)     ADJUSTED  
 LF1379* NAVD 88     -                                                        
 LF1379  ___________________________________________________________________
 LF1379  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 LF1379  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LF1379
 LF1379  HORZ ORDER  -  THIRD
 LF1379
 LF1379.The horizontal coordinates were established by classical geodetic methods
 LF1379.and adjusted by the National Geodetic Survey in August 1997..
 LF1379
 LF1379
 LF1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1379
 LF1379.The geoid height was determined by GEOID03.
 LF1379
 LF1379;                    North         East     Units Scale Factor Converg.
 LF1379;SPC NE       -    42,234.721   855,186.027   MT  0.99994107   +2 45 47.4
 LF1379;SPC KS N     -   202,408.374   584,894.105   MT  1.00007642   +1 22 21.8
 LF1379;UTM  15      - 4,446,754.965   258,859.841   MT  1.00031588   -1 49 31.5
 LF1379
 LF1379                          SUPERSEDED SURVEY CONTROL
 LF1379
 LF1379  NAD 83(1986)-  40 08 11.61016(N)    095 49 49.57353(W) AD(       ) 4
 LF1379  NAD 27      -  40 08 11.60400(N)    095 49 48.59900(W) AD(       ) 3
 LF1379
 LF1379.Superseded values are not recommended for survey control.
 LF1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1379.See file dsdata.txt to determine how the superseded data were derived.
 LF1379
 LF1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5886046755(NAD 83)
 LF1379_MARKER: 53 = ELEVATED TANK
 LF1379
 LF1379  HISTORY     - Date     Condition        Report By
 LF1379  HISTORY     - 1945     FIRST OBSERVED   CGS
 LF1379
 LF1379                          STATION DESCRIPTION
 LF1379
 LF1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1379'STATION IS LOCATED IN THE N END OF DAWSON, ON THE E SIDE OF
 LF1379'U.S. HIGHWAY 75.  IT IS A CONICAL-SHAPED TANK ATOP A 4-LEGGED
 LF1379'STEEL STRUCTURE, PAINTED SILVER, AND ABOUT 100 FEET HIGH.
 LF1379'THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
 LF1379'
 LF1379'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0845 ***********************************************************************
 LG0845  DESIGNATION -  DAYKIN
 LG0845  PID         -  LG0845
 LG0845  STATE/COUNTY-  NE/JEFFERSON
 LG0845  USGS QUAD   -  DAYKIN (1960)
 LG0845
 LG0845                         *CURRENT SURVEY CONTROL
 LG0845  ___________________________________________________________________
 LG0845* NAD 83(1995)-  40 19 17.56126(N)    097 17 47.46246(W)     ADJUSTED  
 LG0845* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 LG0845  ___________________________________________________________________
 LG0845  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 LG0845  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 LG0845
 LG0845  HORZ ORDER  -  THIRD
 LG0845
 LG0845.The horizontal coordinates were established by classical geodetic methods
 LG0845.and adjusted by the National Geodetic Survey in August 1997..
 LG0845
 LG0845.The orthometric height was scaled from a topographic map.
 LG0845
 LG0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0845
 LG0845.The geoid height was determined by GEOID03.
 LG0845
 LG0845;                    North         East     Units Scale Factor Converg.
 LG0845;SPC NE       -    57,799.082   729,707.028   MT  0.99987009   +1 47 29.7
 LG0845;UTM  14      - 4,464,838.936   644,727.945   MT  0.99985784   +1 06 08.9
 LG0845
 LG0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0845!SPC NE       -   0.99993111  x   0.99987009  =   0.99980121
 LG0845!UTM  14      -   0.99993111  x   0.99985784  =   0.99978896
 LG0845
 LG0845:                Primary Azimuth Mark                     Grid Az
 LG0845:SPC NE       -  DAYKIN AZ MK RESET                       010 16 01.5
 LG0845:UTM  14      -  DAYKIN AZ MK RESET                       010 57 22.3
 LG0845
 LG0845|---------------------------------------------------------------------|
 LG0845| PID    Reference Object                     Distance      Geod. Az  |
 LG0845|                                                           dddmmss.s |
 LG0845| CN9136 DAYKIN AZ MK RESET                                 0120331.2 |
 LG0845| CN9135 DAYKIN AZ MK                                       1635121.2 |
 LG0845| CN9137 DAYKIN RM 1                          24.140 METERS 21251     |
 LG0845| LG0844 DAYKIN ST JOHNS LUTH CHURCH          74.185 METERS 22911     |
 LG0845| LG0847 BRUNING AIR BASE WATER TANK         APPROX.12.3 KM 2782542.8 |
 LG0845| CN9138 DAYKIN RM 2                          30.705 METERS 28407     |
 LG0845| LG0843 DAYKIN MUNICIPAL TANK               354.685 METERS 29514     |
 LG0845| LG0848 OHIOWA MUNICIPAL TANK               APPROX.16.5 KM 3064641.9 |
 LG0845| LG0840 TOBIAS MUNICIPAL TANK               APPROX.11.3 KM 3425444.5 |
 LG0845|---------------------------------------------------------------------|
 LG0845
 LG0845                          SUPERSEDED SURVEY CONTROL
 LG0845
 LG0845  NAD 83(1986)-  40 19 17.56794(N)    097 17 47.46241(W) AD(       ) 3
 LG0845  NAD 27      -  40 19 17.56800(N)    097 17 46.30900(W) AD(       ) 3
 LG0845
 LG0845.Superseded values are not recommended for survey control.
 LG0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0845.See file dsdata.txt to determine how the superseded data were derived.
 LG0845
 LG0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4472864839(NAD 83)
 LG0845_MARKER: DS = TRIANGULATION STATION DISK
 LG0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0845
 LG0845  HISTORY     - Date     Condition        Report By
 LG0845  HISTORY     - 1950     MONUMENTED       CGS
 LG0845  HISTORY     - 1953     GOOD             CGS
 LG0845  HISTORY     - 1962     GOOD             CGS
 LG0845  HISTORY     - 1970     GOOD             NGS
 LG0845
 LG0845                          STATION DESCRIPTION
 LG0845
 LG0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0845'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF THE SMALL
 LG0845'TOWN OF DAYKIN, ABOUT 150 YARDS SOUTH OF THE RAILROAD DEPOT.
 LG0845'IT IS 110 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 120
 LG0845'FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK, 39 FEET
 LG0845'EAST OF THE CENTERLINE OF A ROAD, AND 17 FEET EAST OF A WHITE
 LG0845'WITNESS POST.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 LG0845'DISK IS STAMPED DAYKIN 1950.
 LG0845'
 LG0845'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE CENTERLINE OF A
 LG0845'ROAD, 34 FEET NORTH OF THE CENTERLINE OF A ROAD AND 2 FEET EAST
 LG0845'OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 LG0845'IS STAMPED DAYKIN NO 1 1950.
 LG0845'
 LG0845'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE CENTERLINE OF A ROAD.
 LG0845'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED DAYKIN
 LG0845'NO 2 1950.
 LG0845'
 LG0845'AZIMUTH MARK IS 52 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD,
 LG0845'32 FEET WEST SOUTHWEST OF THE NORTH END OF A STEEL CULVERT AND 4
 LG0845'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 LG0845'2 INCHES AND THE DISK IS STAMPED DAYKIN 1950.
 LG0845'
 LG0845'TO REACH FROM THE JEFFERSON COUNTY BANK IN THE SMALL TOWN OF DAYKIN,
 LG0845'GO EAST ON THE MAIN STREET FOR 1 BLOCK TO A CROSS STREETS.
 LG0845'TURN RIGHT (SOUTH) FOR 1 BLOCK TO STATE ROUTE 4.  TURN LEFT (EAST)
 LG0845'FOR 0.15 MILE TO A SIDE STREET LEFT.  TURN LEFT (NORTH) FOR
 LG0845'110 FEET AND STATION ON RIGHT AS DESCRIBED.
 LG0845'
 LG0845'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FROM STATION
 LG0845'TO STATE ROUTE 4.  TURN LEFT (EAST) FOR 0.2 MILE TO A CROSSROADS.
 LG0845'TURN RIGHT (SOUTH) AND GO 0.5 MILE TO MARK ON RIGHT AS DESCRIBED.
 LG0845'
 LG0845'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0845
 LG0845                          STATION RECOVERY (1953)
 LG0845
 LG0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LG0845'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE RECOVERED
 LG0845'IN GOOD CONDITION.  THE AZIMUTH MARK WAS RELOCATED AT THE
 LG0845'REQUEST OF MR. ROBERT D. ROSENER OF DAYKIN, NEBR. UPON WHOSE LAND
 LG0845'THE MARK WAS ORIGINALLY SET.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LG0845'
 LG0845'STATION IS LOCATED IN THE SOUTHEAST PART OF THE SMALL TOWN OF
 LG0845'DAYKIN, ABOUT 150 YARDS SOUTH OF THE RAILROAD DEPOT, 120 FEET
 LG0845'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 110 FEET NORTH OF
 LG0845'THE CENTER OF STATE HIGHWAY 4, 39 FEET EAST OF THE CENTER OF A
 LG0845'STREET, AND 19 FEET EAST OF THE BACK SLOPE OF DITCH.  THE MARK
 LG0845'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LG0845'DAYKIN 1950.
 LG0845'
 LG0845'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE CENTER OF A STREET,
 LG0845'34 FEET NORTH OF THE CENTER OF STATE HIGHWAY 4, AND 3 FEET NORTH
 LG0845'OF A LINE OF TREES.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG0845'STAMPED DAYKIN NO 1 1950.
 LG0845'
 LG0845'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE CENTER OF STREET.  THE
 LG0845'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DAYKIN NO 2 1950.
 LG0845'
 LG0845'AZIMUTH MARK (RESET) IS ABOUT 100 YARDS SOUTHEAST OF GLEN BROWNS
 LG0845'FARMHOUSE, 57 FEET WEST OF THE CENTER OF GRAVEL ROAD, 27 FEET
 LG0845'WEST OF A TELEPHONE POLE WHICH IS THE NORTHEAST CORNER POST OF A
 LG0845'PASTURE FENCE, AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 LG0845'4 INCHES AND THE DISK IS STAMPED DAYKIN 1950 RESET 1953.
 LG0845'
 LG0845'TO REACH THE STATION FROM THE JEFFERSON COUNTY BANK IN DAYKIN, GO
 LG0845'SOUTH 1 BLOCK TO STATE HIGHWAY 4.  TURN LEFT AND GO EAST ON STATE
 LG0845'HIGHWAY 4 FOR 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LG0845'
 LG0845'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 LG0845'HIGHWAY 4 FOR 0.15 MILE TO CROSSROADS.  TURN LEFT AND GO NORTH
 LG0845'ON A GRAVEL ROAD FOR 0.7 MILE TO GLEN BROWNS FARM BUILDINGS ON
 LG0845'THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 LG0845
 LG0845                          STATION RECOVERY (1962)
 LG0845
 LG0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG0845'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0845'FOUND IN GOOD CONDITION.  A NEW STEEL WITNESS POST WITH A SIGN
 LG0845'WAS PLACED 1 FOOT SOUTH OF THE STATION MARK WHICH IS ABOUT 2
 LG0845'INCHES BELOW THE SURFACE OF THE GROUND.
 LG0845'
 LG0845'EROSION AND WASHING OF SOIL HAS COVERED THE AZIMUTH MARK, SO A
 LG0845'FEW ADDITIONAL REFERENCES WERE MADE.
 LG0845'
 LG0845'AZIMUTH MARK IS 0.7 MILE NORTH-NORTHEAST OF THE STATION, ABOUT
 LG0845'100 YARDS SOUTHEAST OF GLEN BROWNS FARMHOUSE, 260 FEET SOUTH OF
 LG0845'THE CENTER OF DRIVEWAY TO FARMYARD, 210 FEET SOUTH OF THE
 LG0845'SOUTHWEST CORNER OF HAY AND MACHINE SHED, 57 FEET WEST OF THE
 LG0845'CENTER OF NORTH-SOUTH GRAVEL ROAD, 27 FEET WEST OF A FENCE
 LG0845'T-INTERSECTION WHICH IS THE NORTHEAST CORNER OF PASTURE, AND 1
 LG0845'FOOT SOUTH OF A FENCE.  THE MARK IS 6 INCHES BELOW THE SURFACE
 LG0845'OF THE GROUND AND THE DISK IS STAMPED DAYKIN 1950 RESET 1953.
 LG0845
 LG0845                          STATION RECOVERY (1970)
 LG0845
 LG0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0845'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG0845'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 LG0845'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 LG0845'ADEQUATE FOR RECOVERY.
 LG0845'
 LG0845'THE AZIMUTH MARK IS 260 FEET SOUTH-SOUTHWEST OF THE CENTER OF A
 LG0845'DRIVEWAY, 57 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 27 FEET
 LG0845'WEST OF A TELEPHONE POLE AND A METAL WITNESS POST AND 12 INCHES
 LG0845'BELOW THE SURFACE OF THE GROUND.
 LG0845'
 LG0845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DAYKIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0843 ***********************************************************************
 LG0843  DESIGNATION -  DAYKIN MUNICIPAL TANK
 LG0843  PID         -  LG0843
 LG0843  STATE/COUNTY-  NE/THAYER
 LG0843  USGS QUAD   -  DAYKIN (1960)
 LG0843
 LG0843                         *CURRENT SURVEY CONTROL
 LG0843  ___________________________________________________________________
 LG0843* NAD 83(1995)-  40 19 22.46189(N)    097 18 01.05333(W)     ADJUSTED  
 LG0843* NAVD 88     -                                                        
 LG0843  ___________________________________________________________________
 LG0843  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 LG0843  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 LG0843
 LG0843  HORZ ORDER  -  THIRD
 LG0843
 LG0843.The horizontal coordinates were established by classical geodetic methods
 LG0843.and adjusted by the National Geodetic Survey in August 1997..
 LG0843
 LG0843
 LG0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0843
 LG0843.The geoid height was determined by GEOID03.
 LG0843
 LG0843;                    North         East     Units Scale Factor Converg.
 LG0843;SPC NE       -    57,940.124   729,381.642   MT  0.99986961   +1 47 20.7
 LG0843;UTM  14      - 4,464,983.879   644,404.283   MT  0.99985669   +1 06 00.2
 LG0843
 LG0843                          SUPERSEDED SURVEY CONTROL
 LG0843
 LG0843  NAD 83(1986)-  40 19 22.46799(N)    097 18 01.05209(W) AD(       ) 4
 LG0843  NAD 27      -  40 19 22.46700(N)    097 17 59.89500(W) AD(       ) 3
 LG0843
 LG0843.Superseded values are not recommended for survey control.
 LG0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0843.See file dsdata.txt to determine how the superseded data were derived.
 LG0843
 LG0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4440464984(NAD 83)
 LG0843_MARKER: 53 = ELEVATED TANK
 LG0843_MARK LOGO: CGS   
 LG0843
 LG0843  HISTORY     - Date     Condition        Report By
 LG0843  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0843  HISTORY     - 1950     GOOD             CGS
 LG0843  HISTORY     - 19840810 GOOD             NGS
 LG0843  HISTORY     - 20040531 GOOD             USPSQD
 LG0843
 LG0843                          STATION DESCRIPTION
 LG0843
 LG0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0843'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE SMALL TOWN
 LG0843'OF DAYKIN.  IT IS APPROXIMATELY 100 FEET HIGH, HAS 4 LEGS AND IS
 LG0843'PAINTED SILVER.
 LG0843'
 LG0843'TO REACH FROM THE JEFFERSON COUNTY BANK, GO NORTH 1 BLOCK TO
 LG0843'STATION ON LEFT.
 LG0843'
 LG0843'THE POINT INTERSECTED WAS THE BALL ON TOP.
 LG0843
 LG0843                          STATION RECOVERY (1950)
 LG0843
 LG0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0843'RECOVERED IN GOOD CONDITION.
 LG0843
 LG0843                          STATION RECOVERY (1984)
 LG0843
 LG0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0843'RECOVERED IN GOOD CONDITION.
 LG0843
 LG0843                          STATION RECOVERY (2004)
 LG0843
 LG0843'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0843'STATION FOUND GOOD. THE TANK IS ONE HALF BLOCK NORTH OF JEFFERSON
 LG0843'STREET AND WEST OF PURDY AVENUE.  THE LEGS OF THE STRUCTURE ARE
 LG0843'PAINTED BLACK.  THE TANK IS AQUA WITH BLACK LETTERS, DAYKIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0844 ***********************************************************************
 LG0844  DESIGNATION -  DAYKIN ST JOHNS LUTH CHURCH
 LG0844  PID         -  LG0844
 LG0844  STATE/COUNTY-  NE/JEFFERSON
 LG0844  USGS QUAD   -  DAYKIN (1960)
 LG0844
 LG0844                         *CURRENT SURVEY CONTROL
 LG0844  ___________________________________________________________________
 LG0844* NAD 83(1995)-  40 19 15.98935(N)    097 17 49.84074(W)     ADJUSTED  
 LG0844* NAVD 88     -                                                        
 LG0844  ___________________________________________________________________
 LG0844  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 LG0844  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 LG0844
 LG0844  HORZ ORDER  -  THIRD
 LG0844
 LG0844.The horizontal coordinates were established by classical geodetic methods
 LG0844.and adjusted by the National Geodetic Survey in August 1997..
 LG0844
 LG0844
 LG0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0844
 LG0844.The geoid height was determined by GEOID03.
 LG0844
 LG0844;                    North         East     Units Scale Factor Converg.
 LG0844;SPC NE       -    57,748.872   729,652.429   MT  0.99987025   +1 47 28.1
 LG0844;UTM  14      - 4,464,789.386   644,672.747   MT  0.99985765   +1 06 07.3
 LG0844
 LG0844                          SUPERSEDED SURVEY CONTROL
 LG0844
 LG0844  NAD 83(1986)-  40 19 15.99597(N)    097 17 49.84030(W) AD(       ) 4
 LG0844  NAD 27      -  40 19 15.99600(N)    097 17 48.68700(W) AD(       ) 3
 LG0844
 LG0844.Superseded values are not recommended for survey control.
 LG0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0844.See file dsdata.txt to determine how the superseded data were derived.
 LG0844
 LG0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4467364789(NAD 83)
 LG0844_MARKER: 90 = CHURCH SPIRE
 LG0844
 LG0844  HISTORY     - Date     Condition        Report By
 LG0844  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0844  HISTORY     - 1950     GOOD             CGS
 LG0844  HISTORY     - 20040531 GOOD             USPSQD
 LG0844
 LG0844                          STATION DESCRIPTION
 LG0844
 LG0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0844'POINT OBSERVED UPON WAS THE TIP OF SPIRE, THE TALLEST AND MOST
 LG0844'PROMINENT ONE IN THE TOWN OF DAYKIN WHICH IS APPROXIMATELY
 LG0844'5 MILES WEST OF TRIANGULATION STATION HELVEY LA PLACE AZIMUTH.
 LG0844'STATION NOT VISITED.
 LG0844'
 LG0844'OBSERVED UPON FROM TRIANGULATION STATION HELVEY LA PLACE
 LG0844'AZIMUTH AND HELVEY.
 LG0844
 LG0844                          STATION RECOVERY (1950)
 LG0844
 LG0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0844'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE SMALL TOWN
 LG0844'OF DAYKIN.  THE CHURCH IS BUILT OF WOOD, PAINTED WHITE.  THE
 LG0844'STEEPLE IS APPROXIMATELY 60 FEET HIGH AND HAS A CROSS ON TOP,
 LG0844'WITH NEON TUBES AROUND IT.
 LG0844'
 LG0844'TO REACH THE STATION FROM THE JEFFERSON COUNTY BANK IN THE SMALL
 LG0844'TOWN OF DAYKIN, GO EAST FOR 1 BLOCK TO A CROSSSTREETS, TURN RIGHT
 LG0844'(SOUTH) FOR 1 BLOCK TO STATE ROUTE 4.  TURN LEFT (EAST) FOR 0.15
 LG0844'MILE TO STATION ON RIGHT AS DESCRIBED.
 LG0844'
 LG0844'THE POINT INTERSECTED WAS THE CROSS ON TOP.
 LG0844
 LG0844                          STATION RECOVERY (2004)
 LG0844
 LG0844'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0844'STATION FOUND GOOD. CHURCH IS EAST OF MARY AVENUE, SOUTH OF STATE
 LG0844'HIGHWAY 4 AND IN THE SOUTHEAST CORNER OF THE INTERSECTION OF MARY
 LG0844'AVENUE AND HIGHWAY 4.  THE CHURCH NOW HAS WHITE ALUMINUM SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3459 ***********************************************************************
 AI3459  DESIGNATION -  DC 121
 AI3459  PID         -  AI3459
 AI3459  STATE/COUNTY-  NE/RED WILLOW
 AI3459  USGS QUAD   -  MC COOK WEST (1983)
 AI3459
 AI3459                         *CURRENT SURVEY CONTROL
 AI3459  ___________________________________________________________________
 AI3459* NAD 83(1986)-  40 08 36.     (N)    100 38 53.     (W)     SCALED    
 AI3459* NAVD 88     -       774.797  (meters)    2541.98   (feet)  ADJUSTED  
 AI3459  ___________________________________________________________________
 AI3459  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AI3459  DYNAMIC HT  -         774.272 (meters)    2540.26  (feet)  COMP
 AI3459  MODELED GRAV-     979,923.2   (mgal)                       NAVD 88
 AI3459
 AI3459  VERT ORDER  -  SECOND    CLASS I
 AI3459
 AI3459.The horizontal coordinates were scaled from a topographic map and have
 AI3459.an estimated accuracy of +/- 6 seconds.
 AI3459
 AI3459.The orthometric height was determined by differential leveling
 AI3459.and adjusted by the National Geodetic Survey in July 2002..
 AI3459.No vertical observational check was made to the station.
 AI3459
 AI3459.The geoid height was determined by GEOID03.
 AI3459
 AI3459.The dynamic height is computed by dividing the NAVD 88
 AI3459.geopotential number by the normal gravity value computed on the
 AI3459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3459.degrees latitude (g = 980.6199 gals.).
 AI3459
 AI3459.The modeled gravity was interpolated from observed gravity values.
 AI3459
 AI3459;                    North         East    Units  Estimated Accuracy
 AI3459;SPC NE       -    34,630.      444,780.      MT  (+/- 180 meters Scaled)
 AI3459
 AI3459                          SUPERSEDED SURVEY CONTROL
 AI3459
 AI3459.No superseded survey control is available for this station.
 AI3459
 AI3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK596449(NAD 83)
 AI3459_MARKER: DB = BENCH MARK DISK
 AI3459_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3459_SP_SET: HEADWALL
 AI3459_STAMPING: D.C. 121
 AI3459_MARK LOGO: BOR   
 AI3459_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3459+STABILITY: SURFACE MOTION
 AI3459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3459+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 AI3459
 AI3459  HISTORY     - Date     Condition        Report By
 AI3459  HISTORY     - UNK      MONUMENTED       BOR
 AI3459  HISTORY     - 19991103 GOOD             NGS
 AI3459
 AI3459                          STATION DESCRIPTION
 AI3459
 AI3459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3459'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3459'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.3 WESTERLY ALONG A PAVED
 AI3459'ROAD, THENCE 5.8 KM (3.60 MI) SOUTHERLY ALONG A PAVED ROAD, NEAR THE
 AI3459'CENTER OF THE WEST CONCRETE HEADWALL OF THE MEEKER EXTENSION CANAL
 AI3459'UNDER THE ROAD, 18.2 M (59.7 FT) WEST OF THE ROAD CENTER, 8.6 M (28.2
 AI3459'FT) SOUTH OF THE CENTER OF A DIRT ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL
 AI3459'OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A FENCE.  NOTE--THE MARK IS ON
 AI3459'COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1373 ***********************************************************************
 LF1373  DESIGNATION -  DECKINGER RESET
 LF1373  PID         -  LF1373
 LF1373  STATE/COUNTY-  NE/RICHARDSON
 LF1373  USGS QUAD   -  FALLS CITY (1984)
 LF1373
 LF1373                         *CURRENT SURVEY CONTROL
 LF1373  ___________________________________________________________________
 LF1373* NAD 83(1995)-  40 00 00.89793(N)    095 31 00.91143(W)     ADJUSTED  
 LF1373* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 LF1373  ___________________________________________________________________
 LF1373  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 LF1373  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LF1373
 LF1373  HORZ ORDER  -  FIRST
 LF1373
 LF1373.The horizontal coordinates were established by classical geodetic methods
 LF1373.and adjusted by the National Geodetic Survey in August 1997..
 LF1373
 LF1373.The orthometric height was scaled from a topographic map.
 LF1373
 LF1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1373
 LF1373.The geoid height was determined by GEOID03.
 LF1373
 LF1373;                    North         East     Units Scale Factor Converg.
 LF1373;SPC NE       -    28,456.923   882,654.544   MT  0.99999989   +2 58 15.3
 LF1373;SPC MO W     -   425,990.958   763,165.915   MT  1.00003397   -0 39 13.3
 LF1373;UTM  15      - 4,430,819.385   285,145.119   MT  1.00016833   -1 37 06.5
 LF1373
 LF1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1373!SPC NE       -   0.99995820  x   0.99999989  =   0.99995809
 LF1373!SPC MO W     -   0.99995820  x   1.00003397  =   0.99999217
 LF1373!UTM  15      -   0.99995820  x   1.00016833  =   1.00012653
 LF1373
 LF1373|---------------------------------------------------------------------|
 LF1373| PID    Reference Object                     Distance      Geod. Az  |
 LF1373|                                                           dddmmss.s |
 LF1373| CL6364 DECKINGER RM 1                       23.125 METERS 13321     |
 LF1373| CL6366 DECKINGER RM 3                       21.385 METERS 14942     |
 LF1373| KE1265 HIAWATHA MUNICIPAL TANK             APPROX.17.0 KM 1855346.7 |
 LF1373| CL6365 DECKINGER RM 2                       25.881 METERS 23216     |
 LF1373| KE1264 RESERVE MUNICIPAL TANK              APPROX. 5.0 KM 2391906.0 |
 LF1373| CL6367 DECKINGER RM 4                       39.618 METERS 24221     |
 LF1373| LF1374 FALLS CITY CO SHERIFFS MAST         APPROX.10.0 KM 3132045.2 |
 LF1373| LF1370 FALLS CITY ST PET AND PAULS CH      APPROX. 9.7 KM 3162110.8 |
 LF1373| CL6363 DECKINGER AZ MK                                    3313937.6 |
 LF1373|---------------------------------------------------------------------|
 LF1373
 LF1373                          SUPERSEDED SURVEY CONTROL
 LF1373
 LF1373  NAD 83(1986)-  40 00 00.90414(N)    095 31 00.90928(W) AD(       ) 1
 LF1373  NAD 27      -  40 00 00.89200(N)    095 30 59.97000(W) AD(       ) 1
 LF1373
 LF1373.Superseded values are not recommended for survey control.
 LF1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1373.See file dsdata.txt to determine how the superseded data were derived.
 LF1373
 LF1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8514530819(NAD 83)
 LF1373_MARKER: DG = GRAVITY STATION DISK
 LF1373_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LF1373
 LF1373  HISTORY     - Date     Condition        Report By
 LF1373  HISTORY     - 1945     MONUMENTED       CGS
 LF1373  HISTORY     - 1945     GOOD             LOCENG
 LF1373  HISTORY     - 1958     GOOD             USGS
 LF1373  HISTORY     - 1959     MARK NOT FOUND   CGS
 LF1373  HISTORY     - 1963     GOOD             LOCSUR
 LF1373
 LF1373                          STATION DESCRIPTION
 LF1373
 LF1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1373'STATION IS LOCATED ABOUT 5 MILES SE OF FALLS CITY, ABOUT 3 MILES
 LF1373'NE OF RESERVE, KANSAS, ON LAND OWNED BY WILLIAM DECKINGER.  IT IS
 LF1373'ON THE NEBRASKA SIDE OF THE STATE-LINE ROAD, 30 FEET N OF THE
 LF1373'APPROXIMATE CENTER OF THE ROAD, 3 FEET W OF A STANDARD WITNESS
 LF1373'POST, AND ABOUT 50 YARDS W OF A DITCH THAT DIVIDES TWO CULTIVATED
 LF1373'FIELDS.
 LF1373'
 LF1373'STATION MARK IS A BRONZE STATION DISK, SET IN TOP OF A CONCRETE
 LF1373'POST, STAMPED DECKINGER 1945, AND ABOUT ONE FOOT BELOW THE SURFACE
 LF1373'OF THE GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 LF1373'CONCRETE.
 LF1373'
 LF1373'REFERENCE MARK 1 IS 75.87 FEET SE OF THE STATION, ON THE KANSAS
 LF1373'SIDE OF THE ROAD, 22 FEET S OF THE APPROXIMATE CENTER OF THE
 LF1373'ROAD, AND 16 FEET E OF A TELEPHONE POLE.  IT IS A BRONZE
 LF1373'REFERENCE DISK, SET IN TOP OF A CONCRETE POST, STAMPED DECKINGER
 LF1373'NO 1 1945, AND FLUSH WITH THE GROUND.
 LF1373'
 LF1373'REFERENCE MARK 2 IS 84.92 FEET SW OF THE STATION, IN THE FENCE LINE
 LF1373'ON THE KANSAS SIDE OF THE ROAD, 22 FEET S OF THE APPROXIMATE CENTER
 LF1373'OF THE ROAD, AND 47 FEET E OF A TELEPHONE POLE.  IT IS A BRONZE
 LF1373'REFERENCE DISK, SET IN TOP OF A CONCRETE POST, STAMPED DECKINGER
 LF1373'NO 2 1945, AND FLUSH WITH THE GROUND.
 LF1373'
 LF1373'AZIMUTH MARK IS ABOUT 0.5 MILE NW OF THE STATION, NEAR THE
 LF1373'ENTRANCE OF THE DECKINGER FARMHOUSE, 46 FEET E OF THE APPROXIMATE
 LF1373'CENTER OF THE MAIN-TRAVELED ROAD, 11 FEET S OF THE APPROXIMATE
 LF1373'CENTER OF THE DRIVE, AND 3 FEET E OF A STANDARD WITNESS POST.  IT
 LF1373'IS A BRONZE AZIMUTH DISK, SET IN TOP OF A CONCRETE POST, STAMPED
 LF1373'DECKINGER 1945, AND PROJECTS ABOUT 4 INCHES.
 LF1373'
 LF1373'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 73 AND
 LF1373'STATE HIGHWAY 4 IN FALLS CITY, GO E ON STATE HIGHWAY 4 FOR 4.5
 LF1373'MILES TO A CROSS ROAD, TURN RIGHT AND GO 3.5 MILES TO THE
 LF1373'DECKINGER FARM ON THE LEFT AND THE AZIMUTH MARK, CONTINUE STRAIGHT
 LF1373'AHEAD FOR 0.3 MILE TO KANSAS-NEBRASKA STATE LINE ROAD, TURN LEFT
 LF1373'ON STATE LINE ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 LF1373'
 LF1373'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LF1373
 LF1373                          STATION RECOVERY (1945)
 LF1373
 LF1373'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (FBR)
 LF1373'REFERENCE MARKS WERE TAKEN OUT FOR ROAD CONSTRUCTION.
 LF1373
 LF1373                          STATION RECOVERY (1958)
 LF1373
 LF1373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LF1373'SUB-SURFACE MARK WAS FOUND IN DITCH.
 LF1373'
 LF1373'BOTH REFERENCE MARKS HAVE BEEN DESTROYED.
 LF1373'
 LF1373'AZIMUTH MARK STILL IN PLACE.
 LF1373
 LF1373                          STATION RECOVERY (1959)
 LF1373
 LF1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LF1373'STATION AND BOTH REFERENCE MARKS WERE DESTROYED BY ROAD CONSTRUCTION
 LF1373'WORK.  THE UNDERGROUND STATION MARK WAS RECOVERED AFTER A GOOD
 LF1373'SEARCH.  IT WAS LOWERED IN PLACE AND A SUB-SURFACE STATION WAS
 LF1373'SET.  REFERENCE MARKS NO. 3 AND NO. 4 WERE LOCATED.  THE ORIGINAL
 LF1373'AZIMUTH MARK WAS IN PLACE.  A COMPLETE DESCRIPTION FOLLOWS.
 LF1373'
 LF1373'STATION IS LOCATED ABOUT 10 MILES NORTH OF HIAWATHA, KANSAS, 5
 LF1373'MILES SOUTHEAST OF FALLS CITY, NEBRASKA, AND 3 MILES NORTHEAST OF
 LF1373'RESERVE, KANSAS ON PROPERTY OWNED BY MR. HERBERT DECKINGER, 33
 LF1373'FEET NORTH OF THE CENTER OF THE KANSAS-NEBRASKA STATE LINE ROAD,
 LF1373'66 FEET NORTH OF A WIRE CORNCRIB WITH A CONCRETE BASE, 52 FEET
 LF1373'EAST OF A POWER POLE WITH BM 1045.9 PAINTED ON IT, AND 3 FEET
 LF1373'NORTH OF A FENCE AND A NEW WITNESS SIGNPOST.  THE SURFACE MARK
 LF1373'IS 16 INCHES BELOW THE SURFACE OF THE GROUND OF A CULTIVATED
 LF1373'FIELD AND THE DISK IS STAMPED DECKINGER 1945.
 LF1373'
 LF1373'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 73 AND
 LF1373'STATE HIGHWAY 4 IN FALLS CITY, GO EAST ON STATE HIGHWAY 4 FOR
 LF1373'4.5 MILES TO CROSSROADS.  TURN RIGHT AND GO SOUTH ON A GRAVEL
 LF1373'ROAD FOR 4.0 MILES TO THE NEBRASKA-KANSAS STATE LINE ROAD.  TURN
 LF1373'LEFT AND GO EAST ON STATE LINE GRADED ROAD FOR 0.2 MILE TO THE
 LF1373'STATION ON THE LEFT.
 LF1373'
 LF1373'REFERENCE MARK NO. 3 IS 70.16 FEET SOUTHEAST OF THE STATION, 46
 LF1373'FEET EAST OF THE CENTER OF CORNCRIB WITH CONCRETE BASE, 30 FEET
 LF1373'SOUTH OF THE CENTER OF GRADED ROAD, AND 1.5 FEET WEST OF TELEPHONE
 LF1373'POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LF1373'DECKINGER NO 3 1945.
 LF1373'
 LF1373'REFERENCE MARK NO. 4 IS 129.98 FEET SOUTHWEST OF THE STATION, 104
 LF1373'FEET WEST OF THE CENTER OF WIRE CORNCRIB WITH CONCRETE BASE, 30
 LF1373'FEET SOUTH OF THE CENTER OF GRADED ROAD, AND 1.5 FEET EAST OF A
 LF1373'TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LF1373'STAMPED DECKINGER NO 4 1945.
 LF1373'
 LF1373'AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION NEAR THE
 LF1373'ENTRANCE TO THE DECKINGER FARMHOUSE, 46 FEET EAST OF THE CENTER OF
 LF1373'GRAVEL ROAD, 11 FEET SOUTH OF THE CENTER OF DRIVEWAY TO FARM
 LF1373'BUILDINGS, 3 FEET EAST OF WITNESS POST, AND 1 FOOT SOUTH OF
 LF1373'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LF1373'DECKINGER 1945.
 LF1373'
 LF1373'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2 MILE.
 LF1373'TURN LEFT AND GO NORTH FOR 0.35 MILE TO THE DECKINGER FARM BUILDINGS
 LF1373'ON THE RIGHT AND THE AZIMUTH.
 LF1373'
 LF1373'U.S.G.S. TT 1 KW 1957 BENCH MARK IS 49.08 FEET WEST OF THE STATION,
 LF1373'28 FEET NORTH OF CENTER OF GRADED ROAD, 3 FEET EAST-SOUTHEAST OF
 LF1373'POWER POLE WITH BM 1045.9 PAINTED ON IT, AND 2 FEET SOUTH OF FENCE.
 LF1373'A STANDARD USGS BENCH MARK DISK SET IN A 6 X 6 CONCRETE POST
 LF1373'PROJECTING 1 INCH AND STAMPED TT 1 KW 1957 AND ELEV. 1046.
 LF1373
 LF1373                          STATION RECOVERY (1963)
 LF1373
 LF1373'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963 (BCD)
 LF1373'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0414 ***********************************************************************
 LJ0414  DESIGNATION -  DEER
 LJ0414  PID         -  LJ0414
 LJ0414  STATE/COUNTY-  NE/LINCOLN
 LJ0414  USGS QUAD   -  JEFFREY RESERVOIR SW (1956)
 LJ0414
 LJ0414                         *CURRENT SURVEY CONTROL
 LJ0414  ___________________________________________________________________
 LJ0414* NAD 83(1995)-  40 47 44.73727(N)    100 25 02.66953(W)     ADJUSTED  
 LJ0414* NAVD 88     -       957.     (meters)    3140.     (feet)  SCALED    
 LJ0414  ___________________________________________________________________
 LJ0414  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LJ0414  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 LJ0414
 LJ0414  HORZ ORDER  -  THIRD
 LJ0414
 LJ0414.The horizontal coordinates were established by classical geodetic methods
 LJ0414.and adjusted by the National Geodetic Survey in August 1997..
 LJ0414
 LJ0414.The orthometric height was scaled from a topographic map.
 LJ0414
 LJ0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0414
 LJ0414.The geoid height was determined by GEOID03.
 LJ0414
 LJ0414;                    North         East     Units Scale Factor Converg.
 LJ0414;SPC NE       -   106,941.184   464,782.580   MT  0.99973481   -0 16 35.8
 LJ0414;UTM  14      - 4,517,051.393   380,424.780   MT  0.99977599   -0 55 34.3
 LJ0414
 LJ0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0414!SPC NE       -   0.99985346  x   0.99973481  =   0.99958831
 LJ0414!UTM  14      -   0.99985346  x   0.99977599  =   0.99962948
 LJ0414
 LJ0414|---------------------------------------------------------------------|
 LJ0414| PID    Reference Object                     Distance      Geod. Az  |
 LJ0414|                                                           dddmmss.s |
 LJ0414| CN9149 DEER RM 1                            11.044 METERS 13517     |
 LJ0414| CN9148 DEER AZ MK                                         1581843.6 |
 LJ0414| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.11.8 KM 1722750.3 |
 LJ0414| CN9150 DEER RM 2                            13.134 METERS 24441     |
 LJ0414|---------------------------------------------------------------------|
 LJ0414
 LJ0414                          SUPERSEDED SURVEY CONTROL
 LJ0414
 LJ0414  NAD 83(1986)-  40 47 44.74263(N)    100 25 02.67696(W) AD(       ) 3
 LJ0414  NAD 27      -  40 47 44.71665(N)    100 25 01.17997(W) AD(       ) 3
 LJ0414
 LJ0414.Superseded values are not recommended for survey control.
 LJ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0414.See file dsdata.txt to determine how the superseded data were derived.
 LJ0414
 LJ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8042517051(NAD 83)
 LJ0414_MARKER: DS = TRIANGULATION STATION DISK
 LJ0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0414
 LJ0414  HISTORY     - Date     Condition        Report By
 LJ0414  HISTORY     - 1951     MONUMENTED       CGS
 LJ0414
 LJ0414                          STATION DESCRIPTION
 LJ0414
 LJ0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0414'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF MOOREFIELD,
 LJ0414'11 FEET SOUTH OF THE CENTER OF AN EAST-WEST TRACK ROAD, 4.5
 LJ0414'FEET NORTH OF A WITNESS POST AND 3.5 FEET EAST OF A FENCE
 LJ0414'CORNER.  IT IS STAMPED DEER 1951 AND PROJECTS 4 INCHES.
 LJ0414'
 LJ0414'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF A NORTHWEST-SOUTHEAST
 LJ0414'FENCE LINE.  IT IS STAMPED DEER NO 1 1951 AND PROJECTS 4 INCHES.
 LJ0414'
 LJ0414'REFERENCE MARK NO. 2 IS 11 FEET SOUTH OF THE CENTER OF AN
 LJ0414'EAST-WEST TRACK ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 LJ0414'LINE.  IT IS STAMPED DEER NO 2 1951 AND PROJECTS 3 INCHES.
 LJ0414'
 LJ0414'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0414'NO. 2 IS 64.8 FEET.
 LJ0414'
 LJ0414'THE AZIMUTH MARK IS LOCATED 17 FEET WEST OF THE CENTER OF A
 LJ0414'NORTH-SOUTH DIRT ROAD, 6 FEET WEST OF A NORTH-SOUTH FENCE LINE,
 LJ0414'6 FEET WEST OF A WITNESS POST AND 1.5 FEET NORTH OF A POWER
 LJ0414'LINE POLE.  IT IS STAMPED DEER 1951 AND PROJECTS 8 INCHES.
 LJ0414'
 LJ0414'TO REACH THE STATION FROM THE RED BRICK SCHOOLHOUSE IN MOOREFIELD,
 LJ0414'GO NORTH ON A GRAVELED ROAD FOR 8.55 MILES TO A T ROAD LEFT
 LJ0414'AND 2 MAIL BOXES ON THE RIGHT.  TURN LEFT AND GO WEST ON
 LJ0414'A DIRT ROAD FOR 0.5 TO A FORK, (TAKE THE LEFT FORK AND GO
 LJ0414'SOUTH ON A DIRT ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON
 LJ0414'THE RIGHT AS DESCRIBED) TAKE THE RIGHT FORK AND CONTINUE
 LJ0414'WEST FOR 0.05 MILE TO A CATTLE GUARD.  CROSS THE CATTLE GUARD
 LJ0414'AND CONTINUE WESTERLY FOR 0.3 MILE TO THE STATION ON THE
 LJ0414'LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1110 ***********************************************************************
 ML1110  DESIGNATION -  DEER
 ML1110  PID         -  ML1110
 ML1110  STATE/COUNTY-  NE/SHERMAN
 ML1110  USGS QUAD   -  ASHTON (1954)
 ML1110
 ML1110                         *CURRENT SURVEY CONTROL
 ML1110  ___________________________________________________________________
 ML1110* NAD 83(1995)-  41 13 00.73517(N)    098 48 53.91292(W)     ADJUSTED  
 ML1110* NAVD 88     -       666.     (meters)    2185.     (feet)  SCALED    
 ML1110  ___________________________________________________________________
 ML1110  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 ML1110  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ML1110
 ML1110  HORZ ORDER  -  FIRST
 ML1110
 ML1110.The horizontal coordinates were established by classical geodetic methods
 ML1110.and adjusted by the National Geodetic Survey in August 1997..
 ML1110
 ML1110.The orthometric height was scaled from a topographic map.
 ML1110
 ML1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1110
 ML1110.The geoid height was determined by GEOID03.
 ML1110
 ML1110;                    North         East     Units Scale Factor Converg.
 ML1110;SPC NE       -   154,288.891   599,338.932   MT  0.99967125   +0 47 07.1
 ML1110;UTM  14      - 4,562,848.742   515,509.705   MT  0.99960296   +0 07 18.9
 ML1110
 ML1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1110!SPC NE       -   0.99989930  x   0.99967125  =   0.99957058
 ML1110!UTM  14      -   0.99989930  x   0.99960296  =   0.99950230
 ML1110
 ML1110:                Primary Azimuth Mark                     Grid Az
 ML1110:SPC NE       -  ASHTON MUNICIPAL TANK                    018 31 51.1
 ML1110:UTM  14      -  ASHTON MUNICIPAL TANK                    019 11 39.3
 ML1110
 ML1110|---------------------------------------------------------------------|
 ML1110| PID    Reference Object                     Distance      Geod. Az  |
 ML1110|                                                           dddmmss.s |
 ML1110| ML1111 ASHTON MUNICIPAL TANK               APPROX. 3.5 KM 0191858.2 |
 ML1110| CN9143 DEER RM 1                            51.852 METERS 12401     |
 ML1110| ML1109 DEER RM 2                           123.440 METERS 21629     |
 ML1110| CN9142 DEER AZ MK                                         2361136.3 |
 ML1110|---------------------------------------------------------------------|
 ML1110
 ML1110                          SUPERSEDED SURVEY CONTROL
 ML1110
 ML1110  NAD 83(1986)-  41 13 00.74287(N)    098 48 53.91632(W) AD(       ) 1
 ML1110  NAD 27      -  41 13 00.70300(N)    098 48 52.62800(W) AD(       ) 1
 ML1110
 ML1110.Superseded values are not recommended for survey control.
 ML1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1110.See file dsdata.txt to determine how the superseded data were derived.
 ML1110
 ML1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1551062849(NAD 83)
 ML1110_MARKER: V = STONE MONUMENT
 ML1110_SETTING: 0 = UNSPECIFIED SETTING
 ML1110
 ML1110  HISTORY     - Date     Condition        Report By
 ML1110  HISTORY     - 1899     MONUMENTED       CGS
 ML1110  HISTORY     - 1927     GOOD             CGS
 ML1110  HISTORY     - 1933     GOOD             CGS
 ML1110  HISTORY     - 1951     GOOD             CGS
 ML1110
 ML1110                          STATION DESCRIPTION
 ML1110
 ML1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1110'IS NEAR THE CENTER OF SEC. 4, T. 13 N., R. 13 W., ABOUT 1-1/4
 ML1110'MILES WEST AND 2 MILES SOUTH OF ASHTON, NEAR THE NORTH END OF
 ML1110'A CULTIVATED FIELD OWNED BY HENRY HEINES, 1,030 FEET NORTH OF
 ML1110'THE NORTHWEST CORNER OF THE GERMAN LUTHERAN PARSONAGE AND 34 FEET
 ML1110'WEST OF THE LINE OF ITS WEST FACE.  THE SURFACE MARK IS A MARBLE
 ML1110'POST 8 INCHES SQUARE AND 2.3 TO 2.6 FEET LONG, PLACED WITH
 ML1110'ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO V-SHAPED GROOVES
 ML1110'AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS TOP.  THE
 ML1110'UNDERGROUND MARK IS AN EARTHENWARE CROCK, BURIED FROM 2.7 TO
 ML1110'3.5 FEET BELOW THE SURFACE, WITH BOTTOM UPWARD AND WITH A
 ML1110'SMALL DRILL HOLE IN THE BOTTOM.  THE AZIMUTHS AND DISTANCES TO
 ML1110'CERTAIN POINTS ARE--TO THE CHIMNEY OF PETER GLINSMANNS HOUSE,
 ML1110'255 DEG 32 MIN.  TO THE CHIMNEY ON THE NORTHEAST CORNER OF
 ML1110'THE GERMAN LUTHERAN CHURCH, 348 DEG 25 MIN.  TO THE CHIMNEY
 ML1110'OF THE PARSONAGE 358 DEG 25 MIN.  TO THE NORTHWEST CORNER OF THE
 ML1110'PARSONAGE, 359 DEG 10 MIN, 1,030 FEET.  TO THE EAST END
 ML1110'OF A ROW OF SMALL COTTONWOOD TREES, 26 DEG 39 MIN, 545 FEET.
 ML1110'TO THE CHIMNEY ON THE NORTH L OF CLAUS STULLEYS HOUSE 32 DEG
 ML1110'25 MIN.  AFTER THE STATION WAS OCCUPIED SOME YOUNG TREES
 ML1110'WERE SET AROUND IT.
 ML1110
 ML1110                          STATION RECOVERY (1927)
 ML1110
 ML1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (EOH)
 ML1110'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  ORIGINAL
 ML1110'DESCRIPTION IS STILL GOOD, EXCEPT THAT STATION IS IN TOWNSHIP
 ML1110'14 N. INSTEAD OF 13 AS GIVEN IN THE DESCRIPTION.
 ML1110
 ML1110                          STATION RECOVERY (1933)
 ML1110
 ML1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1110'ABOUT 9 MILES SOUTHEAST OF LOUP CITY AND 2-1/2 MILES SOUTH-SOUTHWEST
 ML1110'OF ASHTON, IN NORTHWEST QUARTER SEC. 4, T. 14 N., R. 13 W., ON
 ML1110'LAND OWNED AND OCCUPIED BY HENRY HEINES.
 ML1110'
 ML1110'REACHED FROM LOUP CITY VIA STATE HIGHWAY 16 BY GOING EAST 8.3
 ML1110'MILES TO GRADED ROAD LEADING SOUTH AT POINT 1-1/2 MILES WEST OF
 ML1110'ASHTON.  FOLLOW THIS ROAD SOUTH 2.5 MILES TO NARROW ROAD
 ML1110'LEADING EAST, GO EAST 0.5 MILE TO GERMAN LUTHERAN CHURCH.
 ML1110'TURN NORTH AT CHURCH PAST THE HEINES HOUSE 0.2 MILE TO
 ML1110'EAST-WEST FENCE.  STATION IS IN A SMALL PASTURE 60 YARDS
 ML1110'NORTH OF THIS FENCE.  MARK CONSISTS OF AN 8-INCH SQUARE
 ML1110'LIMESTONE POST WITH TOP FLUSH WITH GROUND AND WAS RECOVERED
 ML1110'INTACT.
 ML1110'
 ML1110'TWO REFERENCE MARKS WERE ESTABLISHED.
 ML1110'
 ML1110'REFERENCE MARK NO. 1 IS ON HALF-SECTION-LINE FENCE SOUTHEAST
 ML1110'OF STATION AND ABOUT 2 FEET NORTH OF FENCE CORNER.
 ML1110'
 ML1110'REFERENCE MARK NO. 2 IS DIRECTLY EAST OF NORTHEAST CORNER OF BARN
 ML1110'26.40 METERS, AND AT THE EAST EDGE OF SMALL GROVE.
 ML1110
 ML1110                          STATION RECOVERY (1951)
 ML1110
 ML1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1110'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 ML1110'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH
 ML1110'MARK WAS ESTABLISHED.
 ML1110'
 ML1110'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 ML1110'
 ML1110'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHEAST OF LOUP CITY
 ML1110'AND ABOUT 2.5 MILES SOUTH-SOUTHWEST OF ASHTON IN A CULTIVATED
 ML1110'FIELD ON THE HIGHEST POINT OF A SMALL HILL, FEET NORTHEAST OF THE
 ML1110'NORTHEAST CORNER OF A GARAGE AND 165 FEET WEST OF A NORTH-SOUTH
 ML1110'FENCE LINE.  IT IS AN 8 INCH SQUARE LIMESTONE POST WITH A CROSS
 ML1110'ON TOP AND THE LETTERS USCS CUT IN THE STONE AND IS 18 INCHES
 ML1110'BELOW THE GROUND SURFACE.
 ML1110'
 ML1110'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF A CULTIVATED FIELD,
 ML1110'2 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED DEER
 ML1110'R.M. NO 1 1899 1933 AND PROJECTS 6 INCHES.
 ML1110'
 ML1110'REFERENCE MARK NO. 2 IS IN THE NORTHEAST CORNER OF A FARMYARD,
 ML1110'76 FEET EAST OF THE NORTHEAST CORNER OF A BARN, 35 FEET SOUTH
 ML1110'OF A T FENCE CORNER, 15 FEET NORTHEAST OF THE NORTHEAST CORNER
 ML1110'OF A GARAGE AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS
 ML1110'STAMPED DEER R.M. NO 2 1899 1933 AND PROJECTS 6 INCHES.
 ML1110'
 ML1110'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET WEST OF THE
 ML1110'CENTER OF A NORTH-SOUTH ROAD, 1 FOOT SOUTH OF A WITNESS POST
 ML1110'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 ML1110'DEER 1951 AND PROJECTS 4 INCHES.
 ML1110'
 ML1110'TO REACH THE STATION FROM THE POST OFFICE IN ASHTON, GO SOUTH
 ML1110'FOR 0.8 MILE TO A T INTERSECTION, TURN RIGHT AND GO WEST ON
 ML1110'DIRT ROAD FOR 0.5 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH
 ML1110'ON DIRT ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 ML1110'WEST FOR 0.5 MILE TO A POINT WHERE ROAD CURVES NORTH, GO NORTH
 ML1110'FOR 0.3 MILE TO A POINT WHERE ROAD CURVES WEST AND DRIVEWAY INTO
 ML1110'FARMYARD JUST BEYOND CURVE, TURN RIGHT INTO DRIVEWAY AND
 ML1110'GO NORTH FOR 0.15 MILE TO FARM BUILDINGS AND STATION IN FIELD
 ML1110'NORTHEAST OF GARAGE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0619 ***********************************************************************
 NP0619  DESIGNATION -  DEER
 NP0619  PID         -  NP0619
 NP0619  STATE/COUNTY-  NE/SHERIDAN
 NP0619  USGS QUAD   -  DOLLY WARDEN LAKE (1989)
 NP0619
 NP0619                         *CURRENT SURVEY CONTROL
 NP0619  ___________________________________________________________________
 NP0619* NAD 83(1995)-  42 22 37.40930(N)    102 14 48.62476(W)     ADJUSTED  
 NP0619* NAVD 88     -      1287.     (meters)    4222.     (feet)  SCALED    
 NP0619  ___________________________________________________________________
 NP0619  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 NP0619  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 NP0619
 NP0619  HORZ ORDER  -  SECOND
 NP0619
 NP0619.The horizontal coordinates were established by classical geodetic methods
 NP0619.and adjusted by the National Geodetic Survey in August 1997..
 NP0619
 NP0619.The orthometric height was scaled from a topographic map.
 NP0619
 NP0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0619
 NP0619.The geoid height was determined by GEOID03.
 NP0619
 NP0619;                    North         East     Units Scale Factor Converg.
 NP0619;SPC NE       -   284,833.014   315,013.170   MT  0.99977426   -1 29 20.3
 NP0619;UTM  13      - 4,695,313.981   726,667.254   MT  1.00023219   +1 51 23.2
 NP0619
 NP0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0619!SPC NE       -   0.99980115  x   0.99977426  =   0.99957546
 NP0619!UTM  13      -   0.99980115  x   1.00023219  =   1.00003330
 NP0619
 NP0619:                Primary Azimuth Mark                     Grid Az
 NP0619:SPC NE       -  DEER AZ MK                               085 37 46.3
 NP0619:UTM  13      -  DEER AZ MK                               082 17 02.8
 NP0619
 NP0619|---------------------------------------------------------------------|
 NP0619| PID    Reference Object                     Distance      Geod. Az  |
 NP0619|                                                           dddmmss.s |
 NP0619| CP9137 DEER AZ MK                                         0840826.0 |
 NP0619| CP9138 DEER RM 1                            34.997 METERS 11143     |
 NP0619| CP9139 DEER RM 2                            36.153 METERS 26947     |
 NP0619|---------------------------------------------------------------------|
 NP0619
 NP0619                          SUPERSEDED SURVEY CONTROL
 NP0619
 NP0619  NAD 83(1986)-  42 22 37.40357(N)    102 14 48.62521(W) AD(       ) 2
 NP0619  NAD 27      -  42 22 37.47800(N)    102 14 46.92100(W) AD(       ) 2
 NP0619
 NP0619.Superseded values are not recommended for survey control.
 NP0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0619.See file dsdata.txt to determine how the superseded data were derived.
 NP0619
 NP0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2666795314(NAD 83)
 NP0619_MARKER: DD = SURVEY DISK
 NP0619_SETTING: 0 = UNSPECIFIED SETTING
 NP0619
 NP0619  HISTORY     - Date     Condition        Report By
 NP0619  HISTORY     - 1946     MONUMENTED       CGS
 NP0619
 NP0619                          STATION DESCRIPTION
 NP0619
 NP0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0619'LOCATED ABOUT 30 MILES SOUTH BY WEST OF GORDON AND 0.8 MILE WEST
 NP0619'OF A NORTH-SOUTH WIRE FENCE ON THE HIGHEST POINT AND NEAR THE
 NP0619'SOUTHEAST EDGE OF A HIGH PROMINENT SAND HILL.  IT IS A STANDARD
 NP0619'DISK STAMPED DEER 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE
 NP0619'THAT PROJECTS 6 INCHES.
 NP0619'
 NP0619'REFERENCE MARK NO. 1 IS AT THE SOUTHEAST EDGE OF THE HILL AND IS
 NP0619'ABOUT FOUR FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK
 NP0619'STAMPED DEER NO 1 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE
 NP0619'THAT PROJECTS 10 INCHES.
 NP0619'
 NP0619'REFERENCE MARK NO. 2 IS ABOUT 6 FEET LOWER THAN THE STATION.
 NP0619'IT IS A STANDARD DISK STAMPED DEER NO 2 1946 WELDED TO THE TOP OF
 NP0619'A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.
 NP0619'
 NP0619'THE AZIMUTH MARK IS 0.15 MILE EAST OF A WINDMILL, 10 FEET NORTH
 NP0619'OF THE CENTERLINE OF A TRACK ROAD AND 1 FOOT EAST OF A WIRE
 NP0619'FENCE.  IT IS STAMPED DEER 1946 AND PROJECTS 6 INCHES.
 NP0619'
 NP0619'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20 AND
 NP0619'STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO SOUTH ON
 NP0619'NO. 27 FOR 11.1 MILES TO THE BRIDGE OVER THE NIOBRARA RIVER.
 NP0619'CONTINUE SOUTH ON NO. 27 FOR 12.9 MILES TO THE END OF THE GRAVEL
 NP0619'ROAD.  CONTINUE SOUTH ON A SAND ROAD FOR 2.15 MILES.  THEN RIGHT
 NP0619'FORK FOR 1.7 MILES.  THEN LEFT FORK FOR 1.3 MILES TO A REVERSE Y
 NP0619'INTERSECTION.  TURN SHARP RIGHT, WESTERLY, FOR 0.5 MILE TO A
 NP0619'RANCH HOUSE.  CONTINUE WESTERLY, PASSING TO THE RIGHT OF THE
 NP0619'RANCH HOUSE, FOR 0.6 MILE TO A REVERSE Y INTERSECTION.
 NP0619'TURN SHARP LEFT FOR ABOUT 100 FEET.  THEN RIGHT FORK FOR ABOUT
 NP0619'100 FEET.  THEN RIGHT FORK, WESTERLY, FOR 0.4 MILE TO A
 NP0619'WINDMILL ON THE LEFT.  CONTINUE WESTERLY FOR 0.5 MILE TO A
 NP0619'NORTH-SOUTH WIRE FENCE AND THE AZIMUTH MARK ON THE RIGHT.
 NP0619'CONTINUE WESTERLY FOR 0.15 MILE.  THEN LEAVE THE TRACK
 NP0619'ROAD, BEAR RIGHT FOR 0.35 MILE TO THE END OF TRUCK TRAVEL AT THE
 NP0619'EAST BASE OF THE STATION HILL.  PACK NORTHWESTERLY ABOUT 1/4
 NP0619'MILE TO A SADDLE.  THEN BEAR SHARP LEFT (SOUTH) FOR ABOUT
 NP0619'150 YARDS TO THE HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1109 ***********************************************************************
 ML1109  DESIGNATION -  DEER RM 2
 ML1109  PID         -  ML1109
 ML1109  STATE/COUNTY-  NE/SHERMAN
 ML1109  USGS QUAD   -  ASHTON (1954)
 ML1109
 ML1109                         *CURRENT SURVEY CONTROL
 ML1109  ___________________________________________________________________
 ML1109* NAD 83(1995)-  41 12 57.51769(N)    098 48 57.06325(W)     ADJUSTED  
 ML1109* NAVD 88     -       666.     (meters)    2185.     (feet)  SCALED    
 ML1109  ___________________________________________________________________
 ML1109  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 ML1109  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ML1109
 ML1109  HORZ ORDER  -  SECOND
 ML1109
 ML1109.The horizontal coordinates were established by classical geodetic methods
 ML1109.and adjusted by the National Geodetic Survey in August 1997..
 ML1109
 ML1109.The orthometric height was scaled from a topographic map.
 ML1109
 ML1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1109
 ML1109.The geoid height was determined by GEOID03.
 ML1109
 ML1109;                    North         East     Units Scale Factor Converg.
 ML1109;SPC NE       -   154,188.670   599,266.938   MT  0.99967132   +0 47 05.0
 ML1109;UTM  14      - 4,562,749.369   515,436.560   MT  0.99960293   +0 07 16.8
 ML1109
 ML1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1109!SPC NE       -   0.99989930  x   0.99967132  =   0.99957065
 ML1109!UTM  14      -   0.99989930  x   0.99960293  =   0.99950227
 ML1109
 ML1109|---------------------------------------------------------------------|
 ML1109| PID    Reference Object                     Distance      Geod. Az  |
 ML1109|                                                           dddmmss.s |
 ML1109| ML1110 DEER                                123.440 METERS 03629     |
 ML1109| ML1115 OAK 2                               APPROX.14.8 KM 3543101.5 |
 ML1109|---------------------------------------------------------------------|
 ML1109
 ML1109                          SUPERSEDED SURVEY CONTROL
 ML1109
 ML1109  NAD 83(1986)-  41 12 57.52531(N)    098 48 57.06672(W) AD(       ) 2
 ML1109  NAD 27      -  41 12 57.48500(N)    098 48 55.77700(W) AD(       ) 2
 ML1109
 ML1109.Superseded values are not recommended for survey control.
 ML1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1109.See file dsdata.txt to determine how the superseded data were derived.
 ML1109
 ML1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1543762749(NAD 83)
 ML1109_MARKER: DS = TRIANGULATION STATION DISK
 ML1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1109_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ML1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1109+STABILITY: SURFACE MOTION
 ML1109
 ML1109  HISTORY     - Date     Condition        Report By
 ML1109  HISTORY     - 1951     MONUMENTED       CGS
 ML1109
 ML1109                          STATION DESCRIPTION
 ML1109
 ML1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1109'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHEAST OF LOUP CITY AND
 ML1109'ABOUT 2.5 MILES SOUTH-SOUTHWEST OF ASHTON IN THE NORTHEAST CORNER
 ML1109'OF A FARMYARD, 76 FEET EAST OF THE NORTHEAST CORNER OF A BARN,
 ML1109'35 FEET SOUTH OF A T FENCE CORNER, 15 FEET NORTHEAST OF THE
 ML1109'NORTHEAST CORNER OF A GARAGE AND 2 FEET WEST OF A NORTH-SOUTH
 ML1109'FENCE LINE.  IT IS STAMPED DEER R.M. NO 2 1899 1933 AND PROJECTS
 ML1109'6 INCHES.
 ML1109'
 ML1109'TO REACH THE STATION FROM THE POST OFFICE IN ASHTON, GO SOUTH
 ML1109'FOR 0.8 MILE TO A T INTERSECTION, TURN RIGHT AND GO WEST ON DIRT
 ML1109'ROAD FOR 0.5 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH ON DIRT
 ML1109'ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST
 ML1109'FOR 0.5 MILE TO A POINT WHERE ROAD CURVES NORTH, TURN RIGHT
 ML1109'AND GO NORTH FOR 0.3 MILE TO A POINT WHERE ROAD CURVES WEST,
 ML1109'JUST BEYOND CURVE TURN RIGHT INTO DRIVEWAY AND GO NORTH FOR
 ML1109'0.15 MILE TO FARM BUILDINGS AND STATION JUST NORTHEAST OF
 ML1109'GARAGE AS DESCRIBED.
 ML1109'
 ML1109'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0639 ***********************************************************************
 NN0639  DESIGNATION -  DELOIT RESET
 NN0639  PID         -  NN0639
 NN0639  STATE/COUNTY-  NE/HOLT
 NN0639  USGS QUAD   -  DELOIT NE (1986)
 NN0639
 NN0639                         *CURRENT SURVEY CONTROL
 NN0639  ___________________________________________________________________
 NN0639* NAD 83(1995)-  42 08 41.47440(N)    098 21 56.61970(W)     ADJUSTED  
 NN0639* NAVD 88     -       642.76   (+/-2cm)    2108.8    (feet)  VERTCON   
 NN0639  ___________________________________________________________________
 NN0639  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 NN0639  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 NN0639
 NN0639  HORZ ORDER  -  FIRST
 NN0639  VERT ORDER  -  THIRD ? (See Below)
 NN0639
 NN0639.The horizontal coordinates were established by classical geodetic methods
 NN0639.and adjusted by the National Geodetic Survey in August 1997..
 NN0639
 NN0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0639.The vertical order pertains to the NGVD 29 superseded value.
 NN0639
 NN0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0639
 NN0639.The geoid height was determined by GEOID03.
 NN0639
 NN0639;                    North         East     Units Scale Factor Converg.
 NN0639;SPC NE       -   257,919.298   635,047.421   MT  0.99972074   +1 04 58.9
 NN0639;UTM  14      - 4,666,054.060   552,409.731   MT  0.99963380   +0 25 32.2
 NN0639
 NN0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0639!SPC NE       -   0.99990302  x   0.99972074  =   0.99962379
 NN0639!UTM  14      -   0.99990302  x   0.99963380  =   0.99953686
 NN0639
 NN0639|---------------------------------------------------------------------|
 NN0639| PID    Reference Object                     Distance      Geod. Az  |
 NN0639|                                                           dddmmss.s |
 NN0639| CO2972 DELOIT RM 1                         223.952 METERS 01625     |
 NN0639| CO2973 DELOIT RM 2                                        12049     |
 NN0639| CO2971 DELOIT AZ MK                                       1383200.9 |
 NN0639|---------------------------------------------------------------------|
 NN0639
 NN0639                          SUPERSEDED SURVEY CONTROL
 NN0639
 NN0639  NAD 83(1986)-  42 08 41.47774(N)    098 21 56.62501(W) AD(       ) 1
 NN0639  NAD 27      -  42 08 41.45300(N)    098 21 55.35200(W) AD(       ) 1
 NN0639  NGVD 29 (07/19/86)  642.54   (m)         2108.1    (f) LEVELING    3  
 NN0639
 NN0639.Superseded values are not recommended for survey control.
 NN0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0639.See file dsdata.txt to determine how the superseded data were derived.
 NN0639
 NN0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5241066054(NAD 83)
 NN0639_MARKER: DS = TRIANGULATION STATION DISK
 NN0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0639
 NN0639  HISTORY     - Date     Condition        Report By
 NN0639  HISTORY     - 1935     MONUMENTED       CGS
 NN0639  HISTORY     - 1949     GOOD             CGS
 NN0639  HISTORY     - 1961     GOOD             USGS
 NN0639
 NN0639                          STATION DESCRIPTION
 NN0639
 NN0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0639'THE STATION, AND REFERENCE MARKS NOS 1 AND 2,
 NN0639'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH
 NN0639'MARK, WAS ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE
 NN0639'DESCRIPTION.
 NN0639'
 NN0639'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH OF EWING ON THE
 NN0639'HIGH POINT OF A PROMINENT RIDGE IN A PASTURE AND ON LAND LEASED
 NN0639'BY MR. HAROLD DANIELS AND OCCUPIED BY MR. JOHN WALTERS.  IT IS
 NN0639'ABOUT 0.3 MILE EAST OF THE WALTERS RANCH HOUSE, 0.4 MILE WEST OF
 NN0639'NORTH-SOUTH FENCE LINE, 0.15 MILE NORTH OF TRACK ROAD LEADING
 NN0639'TO RANCH HOUSE AND 730 FEET SOUTH OF EAST-WEST FENCE LINE.  IT
 NN0639'IS STAMPED DELOIT 1900 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0639'
 NN0639'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 1 FOOT
 NN0639'SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED DELOIT NO 1 1900
 NN0639'AND SET FLUSH WITH THE GROUND SURFACE.
 NN0639'
 NN0639'REFERENCE MARK NO 2 IS ABOUT 0.4 MILE EAST-SOUTHEAST OF THE
 NN0639'STATION, 0.1 MILE SOUTH OF THE GATE INTO PASTURE AND 1 FOOT
 NN0639'EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED DELOIT NO 2
 NN0639'1900 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0639'
 NN0639'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF THE STATION, 45
 NN0639'FEET WEST OF THE NORTH-SOUTH SECTION LINE ROAD AND 1 FOOT EAST
 NN0639'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED DELOIT 1949 AND PROJECTS
 NN0639'3 INCHES.  TO REACH FROM THE GATE INTO PASTURE, GO SOUTH ON
 NN0639'SECTION LINE ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT IN FENCE
 NN0639'LINE AS DESCRIBED.
 NN0639'
 NN0639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 NN0639'AND STATE ROUTE 53 AT CUMMINSVILLE, (A CROSSROAD 7 MILES NORTH
 NN0639'OF BARTLETT) FROM THE BEAVER VALLEY STORE AND TEXACO SERVICE
 NN0639'STATION, GO EAST ON STATE ROUTE 53 FOR 11.0 MILES TO CROSSROAD
 NN0639'AND SCHOOL HOUSE IN THE NORTHEAST ANGLE, TURN LEFT AS PER SIGN
 NN0639'EWING 19 AND GO NORTH FOR 7.0 MILES TO T-INTERSECTION, TURN
 NN0639'LEFT AND GO WEST FOR 0.2 MILE TO SIDE ROAD RIGHT, TURN RIGHT
 NN0639'AND GO NORTH FOR 4.0 MILES TO CROSSROAD, TURN LEFT AND GO WEST
 NN0639'ON OLD SECTION LINE ROAD FOR 1.0 MILE TO CROSSROAD, TURN
 NN0639'LEFT AND GO SOUTH FOR 0.3 MILE TO WIRE GATE IN FENCE LINE ON
 NN0639'RIGHT, TURN RIGHT THROUGH GATE AND FOLLOW TRACK ROAD WEST AND
 NN0639'SOUTHWEST FOR 0.4 MILE TO TOP OF RIDGE, TURN RIGHT AND GO
 NN0639'NORTH ALONG RIDGE FOR 0.15 MILE TO HIGHEST POINT AND STATION
 NN0639'AS DESCRIBED.
 NN0639'
 NN0639'OBSERVATIONS MADE FROM A 37 FOOT STEEL TOWER.
 NN0639'
 NN0639'A 4 FOOT SIGNAL AT STATION BUFFALO 1900 IS VISIBLE AT 4 FEET.
 NN0639'
 NN0639'AN 87 FOOT SIGNAL AT STATION HOERLE IS VISIBLE AT 4 FEET.
 NN0639'
 NN0639'A 47 FOOT SIGNAL AT STATION MC CLURE 1900 IS VISIBLE AT 4 FEET.
 NN0639
 NN0639                          STATION RECOVERY (1961)
 NN0639
 NN0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NN0639'STATION IS 7.5 MI. S AND 1.25 MI. W OF EWING.  T 25 N. R. 9W IN
 NN0639'THE NE QUARTER OF SECTION 16, 782 FT. S AND 18 FT E OF CENTERLINE
 NN0639'ROAD AT T FENCE S, AND ON THE HIGH POINT OF A PROMINENT RIDGE IN
 NN0639'A PASTURE.  IN A CONCRETE POST FLUSH WITH THE GROUND, A STANDARD
 NN0639'USC AND GS TABLET STAMPED DELOIT 1900.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0481 ***********************************************************************
 NO0481  DESIGNATION -  DELUTH
 NO0481  PID         -  NO0481
 NO0481  STATE/COUNTY-  NE/GRANT
 NO0481  USGS QUAD   -  WHITMAN (1987)
 NO0481
 NO0481                         *CURRENT SURVEY CONTROL
 NO0481  ___________________________________________________________________
 NO0481* NAD 83(1995)-  42 01 08.92038(N)    101 36 43.19477(W)     ADJUSTED  
 NO0481* NAVD 88     -      1192.     (meters)    3911.     (feet)  SCALED    
 NO0481  ___________________________________________________________________
 NO0481  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 NO0481  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 NO0481
 NO0481  HORZ ORDER  -  SECOND
 NO0481
 NO0481.The horizontal coordinates were established by classical geodetic methods
 NO0481.and adjusted by the National Geodetic Survey in August 1997..
 NO0481
 NO0481.The orthometric height was scaled from a topographic map.
 NO0481
 NO0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0481
 NO0481.The geoid height was determined by GEOID03.
 NO0481
 NO0481;                    North         East     Units Scale Factor Converg.
 NO0481;SPC NE       -   243,928.068   366,532.698   MT  0.99969866   -1 04 05.8
 NO0481;UTM  14      - 4,655,202.731   283,737.433   MT  1.00017553   -1 44 56.7
 NO0481
 NO0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0481!SPC NE       -   0.99981607  x   0.99969866  =   0.99951479
 NO0481!UTM  14      -   0.99981607  x   1.00017553  =   0.99999157
 NO0481
 NO0481|---------------------------------------------------------------------|
 NO0481| PID    Reference Object                     Distance      Geod. Az  |
 NO0481|                                                           dddmmss.s |
 NO0481| CP9144 DELUTH RM 1                          11.153 METERS 04427     |
 NO0481| CP9145 DELUTH RM 2                          11.827 METERS 10051     |
 NO0481| CP9143 DELUTH AZ MK                                       2640823.4 |
 NO0481|---------------------------------------------------------------------|
 NO0481
 NO0481                          SUPERSEDED SURVEY CONTROL
 NO0481
 NO0481  NAD 83(1986)-  42 01 08.91887(N)    101 36 43.19935(W) AD(       ) 2
 NO0481  NAD 27      -  42 01 08.95800(N)    101 36 41.57900(W) AD(       ) 2
 NO0481
 NO0481.Superseded values are not recommended for survey control.
 NO0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0481.See file dsdata.txt to determine how the superseded data were derived.
 NO0481
 NO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM8373755203(NAD 83)
 NO0481_MARKER: DS = TRIANGULATION STATION DISK
 NO0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0481
 NO0481  HISTORY     - Date     Condition        Report By
 NO0481  HISTORY     - 1946     MONUMENTED       CGS
 NO0481
 NO0481                          STATION DESCRIPTION
 NO0481
 NO0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0481'THE STATION IS ON THE SUMMIT OF A ROUNDED GRASS-COVERED SAND
 NO0481'HILL, ABOUT 4.8 MILES, AIR LINE, WEST SOUTHWEST OF WHITMAN,
 NO0481'ABOUT 7.0 MILES, AIR LINE, EAST OF HYANNIS, AND 0.5 MILE SOUTH
 NO0481'OF STATE HIGHWAY NO. 2, THERE IS HIGHER GROUND TO THE EAST
 NO0481'AND SOUTHEAST OF THE STATION.  IT PROJECTS ABOUT 12 INCHES AND
 NO0481'IS STAMPED DELUTH 1946.
 NO0481'
 NO0481'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 NO0481'AND ABOUT 1 FOOT BELOW STATION ELEVATION.  IT PROJECTS 11 INCHES
 NO0481'AND IS STAMPED DELUTH NO 1 1946.
 NO0481'
 NO0481'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE HILL
 NO0481'AND ABOUT 2 FEET BELOW STATION ELEVATION.  IT PROJECTS 10
 NO0481'INCHES AND IS STAMPED DELUTH NO 2 1946.
 NO0481'
 NO0481'THE AZIMUTH MARK IS ON THE HIGHWAY R/W, IT IS 47 FEET NORTH
 NO0481'OF THE CENTER LINE OF STATE HIGHWAY NO. 2, 5 FEET SOUTH
 NO0481'OF A FENCE LINE, AND 4 FEET EAST SOUTHEAST OF A 4 X 4-INCH
 NO0481'WITNESS POST PROJECTING 2.5 FEET.  IT PROJECTS 6 INCHES AND
 NO0481'IS STAMPED DELUTH 1946.
 NO0481'
 NO0481'TO REACH THE STATION FROM THE HOTEL IN HYANNIS, GO EAST
 NO0481'ON STATE HIGHWAY NO. 2 FOR 7.55 MILES TO A T ROAD RIGHT,
 NO0481'SOUTH.  *TURN RIGHT ON T ROAD, LEAVING HIGHWAY, CROSS CATTLE
 NO0481'GUARD AND TURN SHARP LEFT AND GO 0.15 MILE TO A WIRE GATE
 NO0481'AND WINDMILL.  PASS THROUGH GATE AND DRIVE EAST-SOUTHEAST
 NO0481'UP STEEP SLOPE ACROSS PASTURE FOR 0.65 MILE TO THE SUMMIT
 NO0481'OF GRASS-COVERED SAND HILL AND THE STATION AS DESCRIBED.
 NO0481'
 NO0481'*TO REACH THE AZIMUTH MARK FROM THIS POINT IN THE ABOVE
 NO0481'DESCRIPTION, GO WEST ON STATE HIGHWAY NO. 2 FOR 0.25 MILE TO
 NO0481'THE AZIMUTH MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD AS
 NO0481'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0613 ***********************************************************************
 NP0613  DESIGNATION -  DENBY
 NP0613  PID         -  NP0613
 NP0613  STATE/COUNTY-  NE/SHERIDAN
 NP0613  USGS QUAD   -  CLINTON NW (1969)
 NP0613
 NP0613                         *CURRENT SURVEY CONTROL
 NP0613  ___________________________________________________________________
 NP0613* NAD 83(1995)-  42 59 54.99903(N)    102 23 11.89457(W)     ADJUSTED  
 NP0613* NAVD 88     -      1120.     (meters)    3675.     (feet)  SCALED    
 NP0613  ___________________________________________________________________
 NP0613  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 NP0613  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 NP0613
 NP0613  HORZ ORDER  -  FIRST
 NP0613
 NP0613.The horizontal coordinates were established by classical geodetic methods
 NP0613.and adjusted by the National Geodetic Survey in August 1997..
 NP0613
 NP0613.The orthometric height was scaled from a topographic map.
 NP0613
 NP0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0613
 NP0613.The geoid height was determined by GEOID03.
 NP0613
 NP0613;                    North         East     Units Scale Factor Converg.
 NP0613;SPC NE       -   354,152.835   305,411.733   MT  0.99999936   -1 34 53.8
 NP0613;SPC SD S     -    75,976.283   432,590.749   MT  0.99996497   -1 24 59.3
 NP0613;SPC SD S     -   249,265.52  1,419,258.15   sFT  0.99996497   -1 24 59.3
 NP0613;UTM  13      - 4,763,974.882   713,020.954   MT  1.00015827   +1 46 58.6
 NP0613
 NP0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0613!SPC NE       -   0.99982732  x   0.99999936  =   0.99982668
 NP0613!SPC SD S     -   0.99982732  x   0.99996497  =   0.99979230
 NP0613!UTM  13      -   0.99982732  x   1.00015827  =   0.99998556
 NP0613
 NP0613:                Primary Azimuth Mark                     Grid Az
 NP0613:SPC NE       -  DENBY AZ MK                              135 35 03.1
 NP0613:SPC SD S     -  DENBY AZ MK                              135 25 08.6
 NP0613:UTM  13      -  DENBY AZ MK                              132 13 10.7
 NP0613
 NP0613|---------------------------------------------------------------------|
 NP0613| PID    Reference Object                     Distance      Geod. Az  |
 NP0613|                                                           dddmmss.s |
 NP0613| CP9146 DENBY AZ MK                                        1340009.3 |
 NP0613| CP9147 DENBY RM 1                           27.048 METERS 16039     |
 NP0613| CP9148 DENBY RM 2                           27.117 METERS 24614     |
 NP0613|---------------------------------------------------------------------|
 NP0613
 NP0613                          SUPERSEDED SURVEY CONTROL
 NP0613
 NP0613  NAD 83(1995)-  42 59 54.99090(N)    102 23 11.89724(W) AD(       ) 1
 NP0613  NAD 83(1986)-  42 59 54.98964(N)    102 23 11.89385(W) AD(       ) 1
 NP0613  NAD 27      -  42 59 55.03000(N)    102 23 10.33600(W) AD(       ) 1
 NP0613
 NP0613.Superseded values are not recommended for survey control.
 NP0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0613.See file dsdata.txt to determine how the superseded data were derived.
 NP0613
 NP0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH1302163975(NAD 83)
 NP0613_MARKER: DS = TRIANGULATION STATION DISK
 NP0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0613
 NP0613  HISTORY     - Date     Condition        Report By
 NP0613  HISTORY     - 1936     MONUMENTED       CGS
 NP0613  HISTORY     - 1968     GOOD             USGS
 NP0613
 NP0613                          STATION DESCRIPTION
 NP0613
 NP0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NP0613'STATION IS ABOUT 22 MILES WEST AND NORTH OF GORDON, NEBR.,
 NP0613'1.0 MILE WEST OF NORTH-SOUTH ROAD, 125 YARDS SOUTH OF
 NP0613'NEBRASKA-SOUTH DAKOTA STATE LINE, ON A HIGH GRASSY KNOLL WITH
 NP0613'A LONE PINE TREE AND 37 PACES NORTH OF STATION, 3 MILES NORTH
 NP0613'OF TRAIL GOING EAST AND WEST, AND 400 PACES SOUTHEAST OF
 NP0613'BOUNDARY MONUMENT 139 1/2.
 NP0613'
 NP0613'TO REACH FROM THE POST OFFICE IN GORDON, NEBR., GO NORTH
 NP0613'ON STATE HIGHWAY 27 FOR 8.4 MILES TO A T-ROAD WEST, GO WEST FOR
 NP0613'4.3 MILES, TURN NORTH 0.2 MILE, THEN WEST 1.0 MILE, NORTH
 NP0613'1.5 MILES, WEST 1.8 MILES, THEN NORTHWEST AND WEST 1.6 MILES,
 NP0613'THEN 0.5 MILE TO THE WHITE LODGE SCHOOLHOUSE (DISTRICT 86)
 NP0613'ON NORTH SIDE OF ROAD.  CONTINUE WEST FOR 0.6 MILE TO T-ROAD
 NP0613'NORTH, TURN NORTH AND GO 1.9 MILES TO ROAD TRAIL LEADING
 NP0613'WEST DOWN SLOPE JUST AFTER PASSING THROUGH CATTLE GUARD.
 NP0613'FROM HERE STATION IS VISIBLE DUE NORTHWEST.  TURN WEST ON
 NP0613'ROAD TRAIL AND WIND WAY 1.0 MILE TO TOP OF RIDGE, TURN NORTH
 NP0613'OFF ROAD AND GO 0.3 MILE TO TOP OF KNOLL AND STATION.
 NP0613'
 NP0613'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION.  IT PROJECTS
 NP0613'4 INCHES.
 NP0613'
 NP0613'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION.  IT
 NP0613'PROJECTS 4 INCHES.
 NP0613'
 NP0613'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST-SOUTHEAST OF THE
 NP0613'STATION IN NORTH-SOUTH FENCE LINE.  IT PROJECTS 5 INCHES.
 NP0613'
 NP0613'LIGHTS ON THE GROUND AT BDY. MON. 144-1/2 ECC., AND AT KNEE
 NP0613'AND PORCUPINE, AND 100 FEET ABOVE BREHMER WERE VISIBLE FROM
 NP0613'THE GROUND, EXCEPT 144-1/2 WHICH CAME IN AT 30 FEET.
 NP0613'
 NP0613'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0613'BRONZE DISKS SET IN CONCRETE.
 NP0613'
 NP0613'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 NP0613
 NP0613                          STATION RECOVERY (1968)
 NP0613
 NP0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0613'STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS RECOVERED
 NP0613'AS DESCRIBED IN GOOD CONDITION.
 NP0613'
 NP0613'DESCRIPTION ADEQUATE EXCEPT FOR TO REACH STATEMENT.  CORRECTED
 NP0613'AS FOLLOWS--
 NP0613'
 NP0613'TO REACH FROM THE POST OFFICE IN GORDON, NEBR., GO N. ON STATE
 NP0613'HWY. 27 FOR 8.4 MI TO A T-RD. W., GO W. FOR 4.3 MI, TURN N.
 NP0613'0.2 MI, THEN W. 1.0 MI, N. 1.5 MI, W. 1.8 MI, THEN NW. AND N.
 NP0613'1.6 MI, THEN 0.5 MI TO THE WHITE LODGE SCHOOLHOUSE (DISTRICT
 NP0613'86) ON N. SIDE OR RD.  CONTINUE W. 1.0 MI TO CATTLEGUARD, PASS
 NP0613'THROUGH CATTLEGUARD GO NW. 0.6 MI TO CATTLEGUARD, PASS THROUGH
 NP0613'CATTLEGUARD, GO W. AND NW. 1.7 MI TO CATTLEGUARD, PASS THROUGH
 NP0613'CATTLEGUARD GO N. 0.7 MI TO TRAIL ON RIGHT, GO SE. ON TRAIL
 NP0613'0.2 MI TO GATE, PASS THROUGH GATE, TAKE RIGHT TRAIL 0.1 MI
 NP0613'TO GATE, PASS THROUGH GATE, TURN LEFT (E.) AND FOLLOW TRAIL
 NP0613'0.3 MI TO DAM, CROSS DAM AND FOLLOW TRAIL 0.1 MI TO GATE,
 NP0613'PASS THROUGH GATE TURN LEFT (N.) FOLLOW RIDGE 0.3 MI TO
 NP0613'GATE, PASS THROUGH GATE, TURN RIGHT AND FOLLOW TRAIL
 NP0613'GENERALLY NE.  0.6 MI TO TOP OF RIDGE, FOLLOW TRAIL
 NP0613'GENERALLY E. AND NE. 0.4 MI TO DAM, CROSS DAM AND FOLLOW
 NP0613'TRAIL GENERALLY NE. 0.2 MI AND LEAVE TRAIL, TURN LEFT
 NP0613'(N.) GO 0.2 MI TO TOP OF RIDGE WITH LONE PINE TREE AND
 NP0613'STATION.
 NP0613'
 NP0613'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0626 ***********************************************************************
 NP0626  DESIGNATION -  DENNIS
 NP0626  PID         -  NP0626
 NP0626  STATE/COUNTY-  NE/SHERIDAN
 NP0626  USGS QUAD   -  ELLSWORTH (1989)
 NP0626
 NP0626                         *CURRENT SURVEY CONTROL
 NP0626  ___________________________________________________________________
 NP0626* NAD 83(1995)-  42 00 33.31281(N)    102 20 54.97613(W)     ADJUSTED  
 NP0626* NAVD 88     -      1258.     (meters)    4127.     (feet)  SCALED    
 NP0626  ___________________________________________________________________
 NP0626  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 NP0626  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 NP0626
 NP0626  HORZ ORDER  -  SECOND
 NP0626
 NP0626.The horizontal coordinates were established by classical geodetic methods
 NP0626.and adjusted by the National Geodetic Survey in August 1997..
 NP0626
 NP0626.The orthometric height was scaled from a topographic map.
 NP0626
 NP0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0626
 NP0626.The geoid height was determined by GEOID03.
 NP0626
 NP0626;                    North         East     Units Scale Factor Converg.
 NP0626;SPC NE       -   244,227.044   305,527.368   MT  0.99969713   -1 33 23.1
 NP0626;UTM  13      - 4,654,204.787   719,558.757   MT  1.00019321   +1 46 30.6
 NP0626
 NP0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0626!SPC NE       -   0.99980578  x   0.99969713  =   0.99950297
 NP0626!UTM  13      -   0.99980578  x   1.00019321  =   0.99999896
 NP0626
 NP0626|---------------------------------------------------------------------|
 NP0626| PID    Reference Object                     Distance      Geod. Az  |
 NP0626|                                                           dddmmss.s |
 NP0626| CP9150 DENNIS RM 1                          24.107 METERS 05206     |
 NP0626| CP9149 DENNIS AZ MK                                       2483428.5 |
 NP0626| CP9151 DENNIS RM 2                          12.648 METERS 25944     |
 NP0626|---------------------------------------------------------------------|
 NP0626
 NP0626                          SUPERSEDED SURVEY CONTROL
 NP0626
 NP0626  NAD 83(1995)-  42 00 33.31130(N)    102 20 54.97701(W) AD(       ) 2
 NP0626  NAD 83(1986)-  42 00 33.31026(N)    102 20 54.97856(W) AD(       ) 2
 NP0626  NAD 27      -  42 00 33.38900(N)    102 20 53.27900(W) AD(       ) 2
 NP0626
 NP0626.Superseded values are not recommended for survey control.
 NP0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0626.See file dsdata.txt to determine how the superseded data were derived.
 NP0626
 NP0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1955954205(NAD 83)
 NP0626_MARKER: DS = TRIANGULATION STATION DISK
 NP0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0626
 NP0626  HISTORY     - Date     Condition        Report By
 NP0626  HISTORY     - 1946     MONUMENTED       CGS
 NP0626
 NP0626                          STATION DESCRIPTION
 NP0626
 NP0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0626'LOCATED ABOUT 5 MILES, AIRLINE, EAST-SOUTHEAST OF LAKESIDE, AND
 NP0626'4.5 MILES AIRLINE, SOUTHWEST OF ELLSWORTH AND ABOUT 0.8 MILES,
 NP0626'AIRLINE, WEST OF A SMALL LAKE NEAR A RANCH HOUSE.  IT IS ON
 NP0626'THE HIGHEST POINT OF A PROMINENT SAND HILL WHICH COMES TO A SHARP
 NP0626'POINT.  IT IS STAMPED DENNIS 1946 AND PROJECTS 10 INCHES.
 NP0626'
 NP0626'REFERENCE MARK NO. 1 IS ABOUT 7 FEET LOWER THAN THE STATION.
 NP0626'IT IS STAMPED DENNIS NO 1 1946 AND PROJECTS 10 INCHES.  IT IS ON
 NP0626'THE NORTHEAST SLOPE OF THE HILL.  A SLOPE MEASUREMENT WAS TAKEN TO
 NP0626'R.M. 1 AND R.M. 2.
 NP0626'
 NP0626'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL AND 5 FEET
 NP0626'LOWER THAN THE STATION.  IT IS STAMPED DENNIS NO 2 1946 AND
 NP0626'PROJECTS 10 INCHES.* A SLOPE MEASUREMENT WAS TAKEN TO THIS
 NP0626'MARK.
 NP0626'
 NP0626'AZIMUTH MARK IS 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND 5
 NP0626'FEET NORTH OF THE NORTH END OF A CATTLE GUARD.  IT IS STAMPED
 NP0626'DENNIS 1946 AND PROJECTS 8 INCHES.
 NP0626'
 NP0626'REACHED FROM THE CROSSROADS AT THE SOUTH EDGE OF LAKESIDE--GO
 NP0626'EAST ON STATE HIGHWAY 2 FOR 0.85 MILE TO A SIDE ROAD RIGHT.  TURN
 NP0626'RIGHT AND FOLLOW MAIN ROAD FOR 0.9 MILE TO A FORK.  TAKE LEFT
 NP0626'FORK FOR 0.6 MILE TO A FORK.  TAKE RIGHT FORK FOR 0.05 MILE TO
 NP0626'A FORK.  TAKE LEFT FORK FOR 1.2 MILES TO A WINDMILL AND STOCK
 NP0626'TANK.  CONTINUE ON TRACK ROAD FOR 1.45 MILES TO A FORK.  TAKE
 NP0626'RIGHT FORK FOR 0.6 MILE TO A CATTLE GUARD AND THE AZIMUTH MARK
 NP0626'ON THE LEFT.  TURN SHARP AFTER CROSSING CATTLE GUARD, LEAVING
 NP0626'TRACK ROAD AND GO 0.05 MILE TO A WIRE GATE JUST EAST OF A T
 NP0626'FENCE CORNER.  PASS THROUGH GATE AND GO NORTHEAST FOR 0.55 MILE
 NP0626'TO THE HIGHEST POINT OF THE HILL AND THE STATION AS
 NP0626'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0718 ***********************************************************************
 NP0718  DESIGNATION -  DENTON
 NP0718  PID         -  NP0718
 NP0718  STATE/COUNTY-  NE/SIOUX
 NP0718  USGS QUAD   -  KILPATRICK LAKE SW (1983)
 NP0718
 NP0718                         *CURRENT SURVEY CONTROL
 NP0718  ___________________________________________________________________
 NP0718* NAD 83(1995)-  42 01 37.70853(N)    103 26 18.71186(W)     ADJUSTED  
 NP0718* NAVD 88     -      1426.     (meters)    4678.     (feet)  SCALED    
 NP0718  ___________________________________________________________________
 NP0718  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 NP0718  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 NP0718
 NP0718  HORZ ORDER  -  FIRST
 NP0718
 NP0718.The horizontal coordinates were established by classical geodetic methods
 NP0718.and adjusted by the National Geodetic Survey in August 1997..
 NP0718
 NP0718.The orthometric height was scaled from a topographic map.
 NP0718
 NP0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0718
 NP0718.The geoid height was determined by GEOID03.
 NP0718
 NP0718;                    North         East     Units Scale Factor Converg.
 NP0718;SPC NE       -   249,231.965   215,396.666   MT  0.99969992   -2 16 43.3
 NP0718;UTM  13      - 4,653,969.075   629,263.864   MT  0.99980560   +1 02 43.9
 NP0718
 NP0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0718!SPC NE       -   0.99977939  x   0.99969992  =   0.99947937
 NP0718!UTM  13      -   0.99977939  x   0.99980560  =   0.99958503
 NP0718
 NP0718|---------------------------------------------------------------------|
 NP0718| PID    Reference Object                     Distance      Geod. Az  |
 NP0718|                                                           dddmmss.s |
 NP0718| CP9153 DENTON RM 1                          11.270 METERS 12421     |
 NP0718| CP9152 DENTON AZ MK                                       2461241.2 |
 NP0718| CP9154 DENTON RM 2                          17.805 METERS 33908     |
 NP0718|---------------------------------------------------------------------|
 NP0718
 NP0718                          SUPERSEDED SURVEY CONTROL
 NP0718
 NP0718  NAD 83(1995)-  42 01 37.70839(N)    103 26 18.71206(W) AD(       ) 1
 NP0718  NAD 83(1986)-  42 01 37.70557(N)    103 26 18.71465(W) AD(       ) 1
 NP0718  NAD 27      -  42 01 37.83600(N)    103 26 16.93800(W) AD(       ) 1
 NP0718
 NP0718.Superseded values are not recommended for survey control.
 NP0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0718.See file dsdata.txt to determine how the superseded data were derived.
 NP0718
 NP0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2926453969(NAD 83)
 NP0718_MARKER: DS = TRIANGULATION STATION DISK
 NP0718_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NP0718_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 NP0718
 NP0718  HISTORY     - Date     Condition        Report By
 NP0718  HISTORY     - 1934     MONUMENTED       CGS
 NP0718  HISTORY     - 1974     MARK NOT FOUND   USGS
 NP0718
 NP0718                          STATION DESCRIPTION
 NP0718
 NP0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0718'STATION IS ABOUT 16-1/2 MILES NE OF SCOTTSBLUFF ON A WHITE
 NP0718'SANDY HILL, BLASTED OPEN ON THE W AND S SIDES, 100 YARDS E OF
 NP0718'A JOG IN A N-S FENCE.  THERE IS A RANCH, WITH WINDMILL, TO
 NP0718'THE N, AND TWO GALVANIZED IRON-ROOFED BARNS, AND A SMALL CONCRETE
 NP0718'HOUSE TO THE SW.  IT IS (APPROXIMATELY) IN SEC. 22, T 24 N,
 NP0718'R 53 W, AND THE MARK PROJECTS 1 FOOT.
 NP0718'
 NP0718'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 NP0718'CONCRETE IN THE TOPS OF TILES.
 NP0718'
 NP0718'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 NP0718'IN CONCRETE.
 NP0718'
 NP0718'REFERENCE MARK NO. 1 IS SE AND NO. 2 IS NNW OF THE STATION.
 NP0718'THEY PROJECT 1 FOOT.
 NP0718'
 NP0718'THE AZIMUTH MARK IS WSW OF THE STATION, 8 FEET NE OF AN
 NP0718'OBTUSE FENCE CORNER, 0.1 MILE N OF TIN-ROOFED SHEDS AND WINDMILL,
 NP0718'0.05 MILE W OF A WIRE GATE IN A N-S FENCE, AND THE MARK
 NP0718'PROJECTS 4 INCHES.
 NP0718'
 NP0718'THE STATION IS REACHED FROM THE INTERSECTION OF BROADWAY AND
 NP0718'E OVERLAND STREETS, IN SCOTTSBLUFF, BY GOING E ON U.S. HIGHWAY
 NP0718'26 FOR 7.9 MILES, WHERE PAVED HIGHWAY TURNS S.  GO STRAIGHT
 NP0718'AHEAD, E ON A SANDY DIRT ROAD 0.1 MILE.  THEN N ON GRADED
 NP0718'ROAD AND GO 3.9 MILES.  AT A T-INTERSECTION, TURN E ON A
 NP0718'GRADED ROAD AND GO 0.4 MILE.  THEN TAKE LEFT FORK AND GO 2.4
 NP0718'MILES AT T-INTERSECTION (TARPAPER COVERED SHACK ON THE W),
 NP0718'TURN LEFT AND GO 0.7 MILE, THE MAIN ROAD TURNS LEFT.  CONTINUE
 NP0718'STRAIGHT AHEAD ON A TRAIL FOR 0.1 MILE.  CROSS A WOODEN
 NP0718'BRIDGE AND TAKE RIGHT-HAND TRAIL FOR 0.8 MILE.  PASS A LONE
 NP0718'WINDMILL AND TANKS, AND CONTINUE ON ONLY TRAIL NORTHERLY
 NP0718'FOR 4.1 MILES TO A WIRE GATE IN AN E-W FENCE, ABOUT 0.1
 NP0718'MILE E OF A HOUSE AND WINDMILL ON HILLTOP AND JUST BEFORE
 NP0718'ENTERING A LANE.  PASS THROUGH GATE AND DRIVE NE AND E
 NP0718'ACROSS PASTURE LAND 1.1 MILES TO A WIRE GATE 0.1 MILE N OF
 NP0718'TIN-ROOFED SHEDS AND WINDMILL.  PASS THROUGH THE GATE AND
 NP0718'FOLLOW TRACKS EASTERLY 1.0 MILE TO A WIRE GATE JUST N OF A
 NP0718'SAND BLOWOUT.  PASS THROUGH GATE AND CONTINUE E ON THE
 NP0718'RIDGE FOR 0.2 MILE.  LEAVE TRACKS AND DRIVE N ACROSS PASTURE
 NP0718'FOR 0.4 MILE TO S BASE OF HIGHEST BARE SAND RIDGE RUNNING
 NP0718'E-W.  THE STATION IS ON HIGHEST POINT OF THIS RIDGE
 NP0718'ABOUT 75 YARDS N OF THE END OF THE TRUCK TRAVEL.
 NP0718'
 NP0718'A 4-FOOT STAND WILL CLEAR ALL LINES.
 NP0718
 NP0718                          STATION RECOVERY (1974)
 NP0718
 NP0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RRB)
 NP0718'R.M. 2 AND AZ. MK. FOUND AS DESCRIBED.
 NP0718'
 NP0718'STATION MARK AND R.M. 1 NOT FOUND.  PROBABLY DESTROYED DUE
 NP0718'TO WIND EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0873 ***********************************************************************
 LG0873  DESIGNATION -  DESHLER MUNICIPAL TANK
 LG0873  PID         -  LG0873
 LG0873  STATE/COUNTY-  NE/THAYER
 LG0873  USGS QUAD   -  DESHLER (1980)
 LG0873
 LG0873                         *CURRENT SURVEY CONTROL
 LG0873  ___________________________________________________________________
 LG0873* NAD 83(1995)-  40 08 36.27688(N)    097 43 22.81571(W)     ADJUSTED  
 LG0873* NAVD 88     -                                                        
 LG0873  ___________________________________________________________________
 LG0873  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 LG0873  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 LG0873
 LG0873  HORZ ORDER  -  THIRD
 LG0873
 LG0873.The horizontal coordinates were established by classical geodetic methods
 LG0873.and adjusted by the National Geodetic Survey in August 1997..
 LG0873
 LG0873
 LG0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0873
 LG0873.The geoid height was determined by GEOID03.
 LG0873
 LG0873;                    North         East     Units Scale Factor Converg.
 LG0873;SPC NE       -    36,984.192   693,999.653   MT  0.99993826   +1 30 32.2
 LG0873;SPC KS N     -   200,990.594   423,605.979   MT  1.00007828   +0 10 30.9
 LG0873;UTM  14      - 4,444,456.130   608,777.127   MT  0.99974566   +0 49 24.1
 LG0873
 LG0873                          SUPERSEDED SURVEY CONTROL
 LG0873
 LG0873  NAD 83(1986)-  40 08 36.28324(N)    097 43 22.81694(W) AD(       ) 4
 LG0873  NAD 27      -  40 08 36.26300(N)    097 43 21.67600(W) AD(       ) 3
 LG0873
 LG0873.Superseded values are not recommended for survey control.
 LG0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0873.See file dsdata.txt to determine how the superseded data were derived.
 LG0873
 LG0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0877744456(NAD 83)
 LG0873_MARKER: 53 = ELEVATED TANK
 LG0873
 LG0873  HISTORY     - Date     Condition        Report By
 LG0873  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0873  HISTORY     - 20050713 MARK NOT FOUND   USPSQD
 LG0873
 LG0873                          STATION DESCRIPTION
 LG0873
 LG0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0873'IT IS LOCATED AT THE NORTH END OF THE BUSINESS DISTRICT OF
 LG0873'DESHLER AND ABOUT 50 FEET NORTH OF THE NORTH END OF THE CITY
 LG0873'HALL BUILDING.  IT IS ABOUT 130 FEET OVERALL IN HEIGHT AND THE
 LG0873'TANK PROPER IS SUPPORTED ATOP A FOUR LEGGED STEEL STRUCTURE.
 LG0873'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG0873
 LG0873                          STATION RECOVERY (2005)
 LG0873
 LG0873'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0873'STATION NOT FOUND. NO TANK EXISTS 50 FEET NORTH OF CITY HALL. A NEW
 LG0873'WATER TANK HAS BEEN CONSTRUCTED 3 BLOCKS NORTH OF CITY HALL. THIS
 LG0873'STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0875 ***********************************************************************
 LG0875  DESIGNATION -  DESHLER RESET
 LG0875  PID         -  LG0875
 LG0875  STATE/COUNTY-  NE/THAYER
 LG0875  USGS QUAD   -  DESHLER (1980)
 LG0875
 LG0875                         *CURRENT SURVEY CONTROL
 LG0875  ___________________________________________________________________
 LG0875* NAD 83(1995)-  40 09 42.14325(N)    097 44 25.37560(W)     ADJUSTED  
 LG0875* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 LG0875  ___________________________________________________________________
 LG0875  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 LG0875  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 LG0875
 LG0875  HORZ ORDER  -  SECOND
 LG0875
 LG0875.The horizontal coordinates were established by classical geodetic methods
 LG0875.and adjusted by the National Geodetic Survey in August 1997..
 LG0875
 LG0875.The orthometric height was scaled from a topographic map.
 LG0875
 LG0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0875
 LG0875.The geoid height was determined by GEOID03.
 LG0875
 LG0875;                    North         East     Units Scale Factor Converg.
 LG0875;SPC NE       -    38,976.088   692,466.325   MT  0.99993082   +1 29 50.8
 LG0875;SPC KS N     -   203,017.929   422,119.201   MT  1.00008332   +0 09 51.4
 LG0875;UTM  14      - 4,446,465.839   607,268.019   MT  0.99974165   +0 48 44.9
 LG0875
 LG0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0875!SPC NE       -   0.99992648  x   0.99993082  =   0.99985730
 LG0875!SPC KS N     -   0.99992648  x   1.00008332  =   1.00000979
 LG0875!UTM  14      -   0.99992648  x   0.99974165  =   0.99966815
 LG0875
 LG0875|---------------------------------------------------------------------|
 LG0875| PID    Reference Object                     Distance      Geod. Az  |
 LG0875|                                                           dddmmss.s |
 LG0875| CN9156 DESHLER RM 1                         13.054 METERS 08352     |
 LG0875| CN9154 DESHLER AZ MK                                      0923207.4 |
 LG0875| CN9155 DESHLER AZ MK 2                                    0924857.2 |
 LG0875| LG0873 DESHLER MUNICIPAL TANK              APPROX. 2.5 KM 1435432.8 |
 LG0875| CN9157 DESHLER RM 2                         20.817 METERS 17333     |
 LG0875| CN9158 DESHLER RM 3                                       28047     |
 LG0875|---------------------------------------------------------------------|
 LG0875
 LG0875                          SUPERSEDED SURVEY CONTROL
 LG0875
 LG0875  NAD 83(1986)-  40 09 42.14898(N)    097 44 25.37651(W) AD(       ) 2
 LG0875  NAD 27      -  40 09 42.13300(N)    097 44 24.23800(W) AD(       ) 2
 LG0875
 LG0875.Superseded values are not recommended for survey control.
 LG0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0875.See file dsdata.txt to determine how the superseded data were derived.
 LG0875
 LG0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0726846466(NAD 83)
 LG0875_MARKER: DS = TRIANGULATION STATION DISK
 LG0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0875
 LG0875  HISTORY     - Date     Condition        Report By
 LG0875  HISTORY     - 1947     MONUMENTED       CGS
 LG0875  HISTORY     - 1958     SEE DESCRIPTION  USGS
 LG0875  HISTORY     - 1975     GOOD             NGS
 LG0875
 LG0875                          STATION DESCRIPTION
 LG0875
 LG0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0875'STATION IS LOCATED 1.5 MILES NORTHWEST OF DESHLER ON THE SUMMIT
 LG0875'OF A LOW RIDGE.  THE MARK, STAMPED DESHLER 1947, IS 30 FEET NORTH
 LG0875'OF THE CENTER LINE OF AN EAST-WEST ROAD, 6 FEET SOUTH OF AN
 LG0875'EAST-WEST WIRE FENCE AND IS SET FLUSH WITH THE GROUND.
 LG0875'
 LG0875'REFERENCE MARK NO. 1, STAMPED DESHLER NO 1 1947, IS 35 FEET
 LG0875'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1 FOOT SOUTH OF
 LG0875'AN EAST-WEST WIRE FENCE AND PROJECTS 8 INCHES.
 LG0875'
 LG0875'REFERENCE MARK NO. 2, STAMPED DESHLER NO 2 1947, IS SET 38
 LG0875'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD ALONG THE
 LG0875'NORTH EDGE OF A CULTIVATED FIELD, AND PROJECTS 4 INCHES.
 LG0875'
 LG0875'THE AZIMUTH MARK, STAMPED DESHLER 1947, PROJECTS 8 INCHES, IS 23
 LG0875'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 2 FEET
 LG0875'NORTHWEST OF A POWER LINE POLE AT THE NORTH EDGE OF A CULTIVATED
 LG0875'FIELD AND IS 0.25 MILE EAST OF THE STATION.
 LG0875'
 LG0875'TO REACH THE STATION FROM THE FIRE HALL IN DESHLER, GO EAST
 LG0875'0.05 MILE TO A ROAD LEFT, NORTH.  TURN LEFT, NORTH, AND GO
 LG0875'0.25 MILE TO STATE HIGHWAY NO. 3.  TURN LEFT, WEST, ON STATE
 LG0875'HIGHWAY NO. 3 AND GO 0.2 MILE TO A CROSSROAD.  AT THE CROSSROAD,
 LG0875'TURN RIGHT, NORTH, AND GO 1.0 MILE TO A SCHOOL ON THE RIGHT.
 LG0875'AT THE SCHOOL, TURN LEFT, WEST AND GO 0.7 MILE TO THE SUMMIT
 LG0875'OF A LOW RIDGE AND STATION ON THE RIGHT, NORTH SIDE OF ROAD.
 LG0875'
 LG0875'A 74 FOOT SIGNAL AT STATION LOONTJER IS VG.
 LG0875'
 LG0875'A 74 FOOT SIGNAL AT STATION CORDING IS VG.
 LG0875'
 LG0875'A 74 FOOT SIGNAL AT STATION WIEDEL IS VG.
 LG0875'
 LG0875'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 LG0875
 LG0875                          STATION RECOVERY (1958)
 LG0875
 LG0875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LG0875'STATION WAS FOUND DESTROYED AND THE POST IS LYING IN THE DITCH.
 LG0875
 LG0875                          STATION RECOVERY (1975)
 LG0875
 LG0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0875'REFERENCE MARK 1 WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LG0875'SURFACE STATION MARK AND REFERENCE MARK 2 WERE FOUND LYING ON TOP
 LG0875'THE GROUND.  THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE
 LG0875'NOT FOUND.  THESE MARKS WERE DESTROYED BY ROAD CONSTRUCTION.  NEW
 LG0875'STATION MARKS WERE SET BY USING THE DISTANCE FROM REFERENCE MARK 1
 LG0875'AND THE ANGLE BETWEEN THE DESHLER, MUNICIPAL WATER TANK 1947 AND
 LG0875'REFERENCE MARK 1.  A NEW AZIMUTH MARK AND REFERENCE MARK 3 WERE
 LG0875'ALSO ESTABLISHED THIS DATE.  FOLLOWING IS A NEW COMPLETE
 LG0875'DESCRIPTION--(POLARIS OBSERVED THE 10-8-75).
 LG0875'
 LG0875'THE STATION IS LOCATED 1.5 MILES NORTHWEST OF DESHLER, IN A ROAD
 LG0875'DITCH ON THE NORTH SIDE OF A GRAVELED ROAD.
 LG0875'
 LG0875'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 136 AND STATE
 LG0875'HIGHWAY 5 AT THE NORTH EDGE OF DESHLER, GO NORTH ON HIGHWAY 5 FOR
 LG0875'1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD
 LG0875'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON
 LG0875'THE GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 LG0875'
 LG0875'THE STATION MARKS ARE STANDARD DISKS STAMPED DESHLER 1947 1975.  THE
 LG0875'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LG0875'MONUMENT THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 71 FEET
 LG0875'WEST OF A FIELD APPROACH, 24 FEET NORTH OF THE CENTER OF THE
 LG0875'GRAVELED ROAD AND 6.8 FEET SOUTH OF A METAL WITNESS POST IN OLD
 LG0875'FENCELINE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 LG0875'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 LG0875'
 LG0875'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DESHLER NO 1 1947, SET IN
 LG0875'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10
 LG0875'INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET NORTH OF THE CENTER
 LG0875'OF THE GRAVELED ROAD, 28 FEET WEST OF THE CENTER OF THE FIELD
 LG0875'APPROACH AND 1 FOOT SOUTH OF THE OLD EAST-WEST FENCELINE.
 LG0875'
 LG0875'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG0875'DESHLER 1947 NO 3 1975, AND PROJECTS 1 INCH ABOVE THE GROUND
 LG0875'SURFACE.  IT IS 36.5 FEET WEST OF A METAL WITNESS POST NEAR THE
 LG0875'STATION MARK AND 31 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.
 LG0875'
 LG0875'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED DESHLER
 LG0875'1947 AZ 2 1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LG0875'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 30 FEET
 LG0875'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 1 FOOT EAST OF A METAL
 LG0875'WITNESS POST AND IN AN EAST-WEST FENCELINE.
 LG0875'
 LG0875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 LG0875'NORTHWEST OF DESHLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0874 ***********************************************************************
 LG0874  DESIGNATION -  DESHLER SINCLAIR OIL CO TANK
 LG0874  PID         -  LG0874
 LG0874  STATE/COUNTY-  NE/THAYER
 LG0874  USGS QUAD   -  DESHLER (1980)
 LG0874
 LG0874                         *CURRENT SURVEY CONTROL
 LG0874  ___________________________________________________________________
 LG0874* NAD 83(1995)-  40 08 21.50974(N)    097 44 34.34591(W)     ADJUSTED  
 LG0874* NAVD 88     -                                                        
 LG0874  ___________________________________________________________________
 LG0874  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 LG0874  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 LG0874
 LG0874  HORZ ORDER  -  THIRD
 LG0874
 LG0874.The horizontal coordinates were established by classical geodetic methods
 LG0874.and adjusted by the National Geodetic Survey in August 1997..
 LG0874
 LG0874
 LG0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0874
 LG0874.The geoid height was determined by GEOID03.
 LG0874
 LG0874;                    North         East     Units Scale Factor Converg.
 LG0874;SPC NE       -    36,484.512   692,319.050   MT  0.99993994   +1 29 44.8
 LG0874;SPC KS N     -   200,530.093   421,913.969   MT  1.00007716   +0 09 45.7
 LG0874;UTM  14      - 4,443,976.685   607,090.996   MT  0.99974118   +0 48 37.7
 LG0874
 LG0874                          SUPERSEDED SURVEY CONTROL
 LG0874
 LG0874  NAD 83(1986)-  40 08 21.51389(N)    097 44 34.34694(W) AD(       ) 4
 LG0874  NAD 27      -  40 08 21.49600(N)    097 44 33.20800(W) AD(       ) 3
 LG0874
 LG0874.Superseded values are not recommended for survey control.
 LG0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0874.See file dsdata.txt to determine how the superseded data were derived.
 LG0874
 LG0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0709143977(NAD 83)
 LG0874_MARKER: 53 = ELEVATED TANK
 LG0874
 LG0874  HISTORY     - Date     Condition        Report By
 LG0874  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0874  HISTORY     - 20050713 MARK NOT FOUND   USPSQD
 LG0874
 LG0874                          STATION DESCRIPTION
 LG0874
 LG0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0874'IT IS LOCATED ABOUT 1 MILE WEST OF DESHLER, 0.3 MILE SOUTH
 LG0874'OF STATE HIGHWAY NO. 3 AND 200 FEET SOUTHWEST OF THE SOUTHWEST
 LG0874'CORNER OF A LARGE BUILDING.  IT IS ABOUT 100 FEET IN HEIGHT AND
 LG0874'THE TANK PROPER IS SUPPORTED ATOP A FOUR LEGGED STEEL TRUSWORK
 LG0874'STRUCTURE.  THE POINT OBSERVED UPON WAS THE BALL AT THE APEX
 LG0874'OF THE TANKS ROOF.
 LG0874
 LG0874                          STATION RECOVERY (2005)
 LG0874
 LG0874'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0874'STATION NOT FOUND. SITE LOCATED. TANK NO LONGER EXISTS. SITE IS NOW
 LG0874'REINKE MANUFACTURING CO., INC. THIS STATION SHOULD BE DECLARED
 LG0874'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0425 ***********************************************************************
 MN0425  DESIGNATION -  DEUEL
 MN0425  PID         -  MN0425
 MN0425  STATE/COUNTY-  NE/DEUEL
 MN0425  USGS QUAD   -  BARTON (1961)
 MN0425
 MN0425                         *CURRENT SURVEY CONTROL
 MN0425  ___________________________________________________________________
 MN0425* NAD 83(1995)-  41 02 52.18699(N)    102 15 00.82414(W)     ADJUSTED  
 MN0425* NAVD 88     -      1112.8    (meters)    3651.     (feet)  VERTCON   
 MN0425  ___________________________________________________________________
 MN0425  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 MN0425  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 MN0425
 MN0425  HORZ ORDER  -  SECOND
 MN0425
 MN0425.The horizontal coordinates were established by classical geodetic methods
 MN0425.and adjusted by the National Geodetic Survey in August 1997..
 MN0425
 MN0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0425
 MN0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0425
 MN0425.The geoid height was determined by GEOID03.
 MN0425
 MN0425;                    North         East     Units Scale Factor Converg.
 MN0425;SPC NE       -   137,302.037   310,893.434   MT  0.99969034   -1 29 28.4
 MN0425;SPC CO N     -   500,180.610 1,187,577.665   MT  1.00005364   +2 05 59.2
 MN0425;SPC CO N     - 1,641,009.22  3,896,244.39   sFT  1.00005364   +2 05 59.2
 MN0425;UTM  13      - 4,547,709.916   731,105.066   MT  1.00025739   +1 48 23.6
 MN0425
 MN0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0425!SPC NE       -   0.99982868  x   0.99969034  =   0.99951907
 MN0425!SPC CO N     -   0.99982868  x   1.00005364  =   0.99988231
 MN0425!UTM  13      -   0.99982868  x   1.00025739  =   1.00008602
 MN0425
 MN0425:                Primary Azimuth Mark                     Grid Az
 MN0425:SPC NE       -  BIG SPRINGS K N NAT GAS MAST             056 01 54.2
 MN0425:SPC CO N     -  BIG SPRINGS K N NAT GAS MAST             052 26 26.6
 MN0425:UTM  13      -  BIG SPRINGS K N NAT GAS MAST             052 44 02.2
 MN0425
 MN0425|---------------------------------------------------------------------|
 MN0425| PID    Reference Object                     Distance      Geod. Az  |
 MN0425|                                                           dddmmss.s |
 MN0425| MN0426 BIG SPRINGS K N NAT GAS MAST        APPROX. 8.4 KM 0543225.8 |
 MN0425| MN0427 BIG SPRINGS K N NAT GAS TANK        APPROX. 8.5 KM 0543221.7 |
 MN0425| MN0424 BIG SPRINGS MUNICIPAL TANK          APPROX.15.1 KM 0822220.4 |
 MN0425| CP6972 DEUEL RM 1                           27.816 METERS 14040     |
 MN0425| LK0494 JULESBURG ATT CO MICROWAVE MST      APPROX.14.0 KM 1703932.1 |
 MN0425| LK0510 JULESBURG MUNICIPAL TANK            APPROX. 6.7 KM 1874150.9 |
 MN0425| CP6973 DEUEL RM 2                           30.946 METERS 22609     |
 MN0425| CP6971 DEUEL AZ MK                                        2684222.9 |
 MN0425|---------------------------------------------------------------------|
 MN0425
 MN0425                          SUPERSEDED SURVEY CONTROL
 MN0425
 MN0425  NAD 83(1995)-  41 02 52.18691(N)    102 15 00.82458(W) AD(       ) 2
 MN0425  NAD 83(1995)-  41 02 52.18670(N)    102 15 00.82472(W) AD(       ) 2
 MN0425  NAD 83(1986)-  41 02 52.18624(N)    102 15 00.82458(W) AD(       ) 2
 MN0425  NAD 27      -  41 02 52.21870(N)    102 14 59.15730(W) AD(       ) 2
 MN0425  NGVD 29 (07/19/86) 1112.3    (m)         3649.     (f) VERT ANG       
 MN0425
 MN0425.Superseded values are not recommended for survey control.
 MN0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0425.See file dsdata.txt to determine how the superseded data were derived.
 MN0425
 MN0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3110547710(NAD 83)
 MN0425_MARKER: DS = TRIANGULATION STATION DISK
 MN0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0425_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0425
 MN0425  HISTORY     - Date     Condition        Report By
 MN0425  HISTORY     - 1963     MONUMENTED       CGS
 MN0425
 MN0425                          STATION DESCRIPTION
 MN0425
 MN0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0425'THE STATION IS LOCATED 12-1/2 MILES EAST-SOUTHEAST OF CHAPPELL,
 MN0425'9-1/2 MILES WEST-SOUTHWEST OF BIG SPRINGS, 6 MILES NORTHEAST
 MN0425'OF JULESBURG, COLORADO, 3 MILES NORTH OF THE NEBRASKA-COLORADO
 MN0425'STATE LINE, ALONG THE SOUTH EDGE OF A CULTIVATED FIELD, ON
 MN0425'PROPERTY OWNED BY MR. JOHN B. HALLQUEST.
 MN0425'
 MN0425'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0425'385 IN CHAPPELL, GO EAST ON U.S. HIGHWAY 30 FOR 7.0 MILES TO THE
 MN0425'JUNCTION OF STATE HIGHWAY 27.  CONTINUE STRAIGHT AHEAD AND
 MN0425'GO EAST ON U.S. HIGHWAY 30 FOR 5.1 MILES TO A CROSSROAD.  TURN
 MN0425'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 3.1 MILES TO A T-ROAD.
 MN0425'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.2 MILE TO
 MN0425'THE STATION ON THE RIGHT AS DESCRIBED.
 MN0425'
 MN0425'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 MN0425'GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT AND THE MARK
 MN0425'AS DESCRIBED.
 MN0425'
 MN0425'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0425'CONCRETE CYLINDER WHICH IS 18 INCHES BELOW THE SURFACE OF THE
 MN0425'GROUND AND IS STAMPED DEUEL 1963.  IT IS 34 FEET NORTH OF THE
 MN0425'CENTER OF AN EAST-WEST GRAVELED ROAD.
 MN0425'
 MN0425'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0425'12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED
 MN0425'DEUEL NO 1 1963.  IT IS 36 FEET SOUTH OF THE CENTER OF A
 MN0425'GRAVELED ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MN0425'
 MN0425'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0425'12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED
 MN0425'DEUEL NO 2 1963.  IT IS 36 FEET SOUTH OF THE CENTER OF A GRAVELED
 MN0425'ROAD, 1.5 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND 1
 MN0425'FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MN0425'
 MN0425'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0425'CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED DEUEL
 MN0425'1963.  IT IS 62 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 MN0425'ROAD, 32 FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED
 MN0425'ROAD, 2.7 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND 2
 MN0425'FEET NORTH OF THE EAST GATE POST OF A WIRE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0598 ***********************************************************************
 NP0598  DESIGNATION -  DEWEY
 NP0598  PID         -  NP0598
 NP0598  STATE/COUNTY-  NE/SHERIDAN
 NP0598  USGS QUAD   -  RUSHVILLE SW (1966)
 NP0598
 NP0598                         *CURRENT SURVEY CONTROL
 NP0598  ___________________________________________________________________
 NP0598* NAD 83(1995)-  42 33 26.09710(N)    102 27 42.75494(W)     ADJUSTED  
 NP0598* NAVD 88     -      1127.1    (meters)    3698.     (feet)  VERTCON   
 NP0598  ___________________________________________________________________
 NP0598  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 NP0598  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 NP0598
 NP0598  HORZ ORDER  -  SECOND
 NP0598
 NP0598.The horizontal coordinates were established by classical geodetic methods
 NP0598.and adjusted by the National Geodetic Survey in August 1997..
 NP0598
 NP0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0598
 NP0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0598
 NP0598.The geoid height was determined by GEOID03.
 NP0598
 NP0598;                    North         East     Units Scale Factor Converg.
 NP0598;SPC NE       -   305,319.048   297,883.150   MT  0.99982722   -1 37 53.3
 NP0598;UTM  13      - 4,714,772.370   708,363.370   MT  1.00013418   +1 43 02.0
 NP0598
 NP0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0598!SPC NE       -   0.99982611  x   0.99982722  =   0.99965336
 NP0598!UTM  13      -   0.99982611  x   1.00013418  =   0.99996027
 NP0598
 NP0598|---------------------------------------------------------------------|
 NP0598| PID    Reference Object                     Distance      Geod. Az  |
 NP0598|                                                           dddmmss.s |
 NP0598| CP9161 DEWEY RM 1                           12.392 METERS 08828     |
 NP0598| CP9160 DEWEY AZ MK                                        1750454.4 |
 NP0598| CP9162 DEWEY RM 2                           22.140 METERS 33918     |
 NP0598|---------------------------------------------------------------------|
 NP0598
 NP0598                          SUPERSEDED SURVEY CONTROL
 NP0598
 NP0598  NAD 83(1995)-  42 33 26.09517(N)    102 27 42.75544(W) AD(       ) 2
 NP0598  NAD 83(1986)-  42 33 26.08959(N)    102 27 42.75114(W) AD(       ) 2
 NP0598  NAD 27      -  42 33 26.18675(N)    102 27 41.07180(W) AD(       ) 2
 NP0598  NGVD 29 (07/19/86) 1126.6    (m)         3696.     (f) VERT ANG       
 NP0598
 NP0598.Superseded values are not recommended for survey control.
 NP0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0598.See file dsdata.txt to determine how the superseded data were derived.
 NP0598
 NP0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0836314772(NAD 83)
 NP0598_MARKER: DD = SURVEY DISK
 NP0598_SETTING: 0 = UNSPECIFIED SETTING
 NP0598
 NP0598  HISTORY     - Date     Condition        Report By
 NP0598  HISTORY     - 1968     MONUMENTED       USGS
 NP0598
 NP0598                          STATION DESCRIPTION
 NP0598
 NP0598'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0598'THE STATION IS ABOUT 11.0 MI S. OF RUSHVILLE, ABOUT 1000 FT
 NP0598'WNW. OF THE COR. OF SECS. 22, 23, 26 AND 27, T. 30 N., R. 44
 NP0598'W., 0.1 MI E. OF STATE HWY. 250 ON PASTURE LAND OWNED BY
 NP0598'ALBERIC DE PORTER, IT IS ON SMALL RISE N. OF TRACK RD.
 NP0598'
 NP0598'TO REACH FROM THE INTERSECTION OF U.S. HWY. 20 AND STATE HWY.
 NP0598'250 IN RUSHVILLE, GO S. ON STATE HWY. 250 FOR 10.9 MI TO A
 NP0598'BRIDGE CROSSING THE NIOBRARA RIVER, CONTINUE S. ON DIRT RD.
 NP0598'AFTER CROSSING BRIDGE FOR 0.45 MI TO A CAR GATE ON THE LEFT,
 NP0598'TURN LEFT (E.) THROUGH CAR GATE AND GO 0.2 MI NNE. OF AUTO
 NP0598'GATE TO SMALL RISE IN PASTURE AND STATION.
 NP0598'
 NP0598'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0598'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0598'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  IT IS STAMPED ET DEWEY
 NP0598'1968, IT IS 279 FT E. OF THE E. RIGHT-OF-WAY FENCE, 65 FT S.
 NP0598'AND 29 FT E. OF A POWER LINE POLE, IT IS FLUSH WITH THE GROUND.
 NP0598'
 NP0598'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0598'COPPER COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0598'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  IS STAMPED DEWEY
 NP0598'NO 1 1968, IS E. OF STATION AND FLUSH WITH THE GROUND.
 NP0598'
 NP0598'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0598'COPPER COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0598'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED DEWEY NO 2 1968
 NP0598'IT IS NNW. OF THIS STATION, 2 FT E. OF A POWER LINE POLE AND
 NP0598'FLUSH WITH THE GROUND.
 NP0598'
 NP0598'THE AZIMUTH MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0598'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 NP0598'GRAVEL TO WITHIN 1 IN. OF CAP.  IT IS ABOUT 1.5 MI S. OF THE
 NP0598'STATION, STAMPED DEWEY AZIMUTH MARK 1968 36 FT W. OF CENTER OF
 NP0598'RD., 4 FT E. OF W. RIGHT-OF-WAY FENCE, 3 FT E. OF METAL WITNESS
 NP0598'POST AND IS FLUSH WITH THE GROUND.
 NP0598'
 NP0598'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1101 ***********************************************************************
 LG1101  DESIGNATION -  DEWITT
 LG1101  PID         -  LG1101
 LG1101  STATE/COUNTY-  NE/GAGE
 LG1101  USGS QUAD   -  WILBER (1980)
 LG1101
 LG1101                         *CURRENT SURVEY CONTROL
 LG1101  ___________________________________________________________________
 LG1101* NAD 83(1995)-  40 22 53.33081(N)    096 54 09.85309(W)     ADJUSTED  
 LG1101* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 LG1101  ___________________________________________________________________
 LG1101  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 LG1101  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 LG1101
 LG1101  HORZ ORDER  -  THIRD
 LG1101
 LG1101.The horizontal coordinates were established by classical geodetic methods
 LG1101.and adjusted by the National Geodetic Survey in August 1997..
 LG1101
 LG1101.The orthometric height was scaled from a topographic map.
 LG1101
 LG1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1101
 LG1101.The geoid height was determined by GEOID03.
 LG1101
 LG1101;                    North         East     Units Scale Factor Converg.
 LG1101;SPC NE       -    65,571.633   762,913.658   MT  0.99984928   +2 03 09.2
 LG1101;UTM  14      - 4,472,210.721   678,028.009   MT  0.99999015   +1 21 32.8
 LG1101
 LG1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1101!SPC NE       -   0.99994253  x   0.99984928  =   0.99979182
 LG1101!UTM  14      -   0.99994253  x   0.99999015  =   0.99993268
 LG1101
 LG1101|---------------------------------------------------------------------|
 LG1101| PID    Reference Object                     Distance      Geod. Az  |
 LG1101|                                                           dddmmss.s |
 LG1101| CL6383 DEWITT RM 1                          17.800 METERS 00259     |
 LG1101| CL6385 DEWITT RM 3                          13.106 METERS 05306     |
 LG1101| CL6384 DEWITT RM 2                          20.300 METERS 10127     |
 LG1101| CL6381 DEWITT AZ MK                                       1421048.8 |
 LG1101| CL6382 DEWITT AZ MK RESET                                 1434404.1 |
 LG1101| LG1097 DEWITT MUNICIPAL TANK               APPROX. 2.6 KM 3110457.1 |
 LG1101| LG1100 DEWITT TRINITY LUTHERAN CHURCH      APPROX. 2.4 KM 3140935.3 |
 LG1101|---------------------------------------------------------------------|
 LG1101
 LG1101                          SUPERSEDED SURVEY CONTROL
 LG1101
 LG1101  NAD 83(1986)-  40 22 53.33819(N)    096 54 09.85073(W) AD(       ) 3
 LG1101  NAD 27      -  40 22 53.33000(N)    096 54 08.74100(W) AD(       ) 3
 LG1101
 LG1101.Superseded values are not recommended for survey control.
 LG1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1101.See file dsdata.txt to determine how the superseded data were derived.
 LG1101
 LG1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7802872211(NAD 83)
 LG1101_MARKER: DS = TRIANGULATION STATION DISK
 LG1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1101
 LG1101  HISTORY     - Date     Condition        Report By
 LG1101  HISTORY     - 1947     MONUMENTED       CGS
 LG1101  HISTORY     - 1958     GOOD             CGS
 LG1101  HISTORY     - 1969     GOOD             CGS
 LG1101
 LG1101                          STATION DESCRIPTION
 LG1101
 LG1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1101'THE STATION IS ABOUT 1.25 MILES SOUTHEAST OF DEWITT, 92.5 FEET
 LG1101'NORTHEAST OF THE CENTER OF STATE HIGHWAY 82, 47 FEET SOUTHWEST
 LG1101'OF A WINDMILL AND 40 FEET EAST OF THE CENTER OF A WIRE GATE.  IT
 LG1101'IS STAMPED DEWITT 1947 AND IS SET FLUSH.
 LG1101'
 LG1101'REFERENCE MARK NO. 1 IS 40 FEET WEST-NORTHWEST OF A WINDMILL AND
 LG1101'1 FOOT SOUTH-SOUTHEAST OF A FENCE CORNER.  IT IS STAMPED DEWITT
 LG1101'NO 1 1947 AND IS SET FLUSH.
 LG1101'
 LG1101'REFERENCE MARK NO. 2 IS 55 FEET SOUTHEAST OF A WINDMILL AND
 LG1101'1 FOOT NORTHWEST OF A BOARD FENCE.  IT IS STAMPED DEWITT NO 2 1947
 LG1101'AND IS SET FLUSH.
 LG1101'
 LG1101'AZIMUTH MARK IS 103 FEET EAST OF THE CENTER OF STATE HIGHWAY 82,
 LG1101'43 FEET EAST OF A FLAG POLE, 7 FEET NORTHEAST OF A WELL PUMP
 LG1101'AND 4 FEET NORTHEAST OF THE NORTHWEST CORNER OF A SCHOOL
 LG1101'HOUSE.  IT IS STAMPED DEWITT 1947 AND PROJECTS 4 INCHES.
 LG1101'
 LG1101'TO REACH THE STATION FROM THE POST OFFICE IN DEWITT, GO
 LG1101'SOUTHEAST ON STATE HIGHWAY 82 FOR 1.35 MILES TO THE FARM
 LG1101'HOME OF J.C. PLUCKNETT AND THE STATION OF THE LEFT AS DESCRIBED.
 LG1101'
 LG1101'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 LG1101'STATE HIGHWAY 82 FOR 0.35 MILE TO A SCHOOL HOUSE AND THE MARK
 LG1101'ON THE LEFT AS DESCRIBED.
 LG1101'
 LG1101'A 74 FOOT SIGNAL AT SNAKE IS VISIBLE AT 64 FEET.
 LG1101'
 LG1101'A 74 FOOT SIGNAL AT CUB IS VISIBLE AT 64 FEET.
 LG1101'
 LG1101'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LG1101
 LG1101                          STATION RECOVERY (1958)
 LG1101
 LG1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LG1101'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND AS
 LG1101'DESCRIBED AND IN GOOD CONDITION.  THE SCHOOLHOUSE NEAR THE AZIMUTH
 LG1101'MARK HAS BEEN REMOVED AND THE LANDOWNER REQUESTED THE AZIMUTH MARK
 LG1101'BE RESET.  REFERENCE MARK NO. 2 WAS MOVED.
 LG1101'
 LG1101'A COMPLETE DESCRIPTION FOLLOWS.  STATION IS LOCATED ABOUT
 LG1101'1 AND 1/4 MILES SOUTHEAST OF THE SMALL TOWN OF DEWITT, IN
 LG1101'A FARMYARD OCCUPIED BY JIM N. PETERS, 92 FEET NORTHEAST OF
 LG1101'THE CENTER OF A GRAVEL ROAD, 47 FEET SOUTHWEST OF A WINDMILL,
 LG1101'47 FEET NORTH OF THE NORTHEAST CORNER OF A SHED, 26 FEET SOUTH
 LG1101'OF A SOUTH GATE POST, 19 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LG1101'OF CONCRETE PLATFORM FOR ELECTRIC WELL PUMP, AND 15 FEET
 LG1101'NORTHEAST OF FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 LG1101'GROUND AND THE DISK IS STAMPED DEWITT 1947.
 LG1101'
 LG1101'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 40 FEET NORTHWEST
 LG1101'OF A WINDMILL, AND 1 FOOT SOUTH-SOUTHEAST OF THE SOUTHEAST
 LG1101'FENCE CORNER OF FENCE AROUND FARMHOUSE.  THE MARK IS 1 INCH
 LG1101'BELOW GROUND LEVEL AND THE DISK IS STAMPED DEWITT NO 1 1947.
 LG1101'
 LG1101'REFERENCE MARK NO. 3 IS NORTHEAST OF THE STATION, 19 FEET
 LG1101'NORTHEAST OF THE SOUTHEAST CORNER OF CONCRETE PLATFORM FOR
 LG1101'ELECTRIC PUMP, AND 2 FEET SOUTH OF THE SOUTHWEST LEG FOR
 LG1101'WINDMILL.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 LG1101'AND THE DISK IS STAMPED DEWITT NO 3 1947.
 LG1101'
 LG1101'AZIMUTH MARK (RESET) IS 0.35 MILE SOUTHEAST OF THE STATION,
 LG1101'34 FEET NORTHEAST OF THE CENTERLINE OF GRAVEL ROAD, 3 FEET
 LG1101'NORTHWEST OF THE 2ND POWER POLE SOUTHEAST OF TWIN POWER POLES,
 LG1101'AND 1 FOOT SOUTHWEST OF A FENCE.  THE MARK PROJECTS 2 INCHES
 LG1101'AND THE DISK IS STAMPED DEWITT RESET 1958.
 LG1101'
 LG1101'TO REACH THE STATION FROM THE POST OFFICE IN DEWITT, GO EAST
 LG1101'ON THE MAIN STREET FOR 0.1 MILE ACROSS THE RAILROAD TRACKS.
 LG1101'TURN RIGHT AND GO SOUTHEAST ALONG THE EAST SIDE OF RAILROAD
 LG1101'TRACKS FOR 1.3 MILES TO FARM BUILDINGS ON THE LEFT AND THE
 LG1101'STATION AS DESCRIBED.
 LG1101'
 LG1101'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 LG1101'GRAVEL ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LG1101'RM. NO. 1 NOT OBSERVED BECAUSE OF BUSHES.
 LG1101
 LG1101                          STATION RECOVERY (1969)
 LG1101
 LG1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1101'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3,
 LG1101'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 LG1101'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE 1958 DESCRIPTION
 LG1101'WAS FOUND ADEQUATE FOR RECOVERY EXCEPT THE FENCE AROUND FARMYARD
 LG1101'IS GONE.
 LG1101'
 LG1101'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 LG1101'
 LG1101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 LG1101'1-1/4 MILES SOUTHEAST OF DEWITT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1097 ***********************************************************************
 LG1097  DESIGNATION -  DEWITT MUNICIPAL TANK
 LG1097  PID         -  LG1097
 LG1097  STATE/COUNTY-  NE/GAGE
 LG1097  USGS QUAD   -  WILBER (1980)
 LG1097
 LG1097                         *CURRENT SURVEY CONTROL
 LG1097  ___________________________________________________________________
 LG1097* NAD 83(1995)-  40 23 49.11941(N)    096 55 33.56335(W)     ADJUSTED  
 LG1097* NAVD 88     -                                                        
 LG1097  ___________________________________________________________________
 LG1097  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 LG1097  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 LG1097
 LG1097  HORZ ORDER  -  THIRD
 LG1097
 LG1097.The horizontal coordinates were established by classical geodetic methods
 LG1097.and adjusted by the National Geodetic Survey in August 1997..
 LG1097
 LG1097
 LG1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1097
 LG1097.The geoid height was determined by GEOID03.
 LG1097
 LG1097;                    North         East     Units Scale Factor Converg.
 LG1097;SPC NE       -    67,220.639   760,879.496   MT  0.99984408   +2 02 13.7
 LG1097;UTM  14      - 4,473,884.443   676,013.661   MT  0.99998137   +1 20 40.1
 LG1097
 LG1097                          SUPERSEDED SURVEY CONTROL
 LG1097
 LG1097  NAD 83(1986)-  40 23 49.12647(N)    096 55 33.56127(W) AD(       ) 4
 LG1097  NAD 27      -  40 23 49.11800(N)    096 55 32.45700(W) AD(       ) 3
 LG1097
 LG1097.Superseded values are not recommended for survey control.
 LG1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1097.See file dsdata.txt to determine how the superseded data were derived.
 LG1097
 LG1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7601473884(NAD 83)
 LG1097_MARKER: 53 = ELEVATED TANK
 LG1097
 LG1097  HISTORY     - Date     Condition        Report By
 LG1097  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1097  HISTORY     - 20040531 GOOD             USPSQD
 LG1097
 LG1097                          STATION DESCRIPTION
 LG1097
 LG1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1097'THE TANK IS LOCATED IN THE NORTHWEST EDGE OF TOWN.  IT IS A FOUR
 LG1097'LEGGED STEEL STRUCTURE SUPPORTING A TANK ON THE TOP.  IT IS ABOUT
 LG1097'100 FEET HIGH.  THE LEGS ARE PAINTED BLACK AND THE TANK IS
 LG1097'SILVER WITH THE LETTERS DE WITT IN BLACK ON THE SOUTH SIDE.  THE
 LG1097'POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG1097
 LG1097                          STATION RECOVERY (2004)
 LG1097
 LG1097'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1097'STATION FOUND GOOD. TANK IS NORTH OF W. LANCASTER AVENUE AND EAST OF
 LG1097'N. HICKORY STREET EXTENDED, IN THE NORTHEAST CORNER OF THE
 LG1097'INTERSECTION, IF N. HICKORY STREET WAS EXTENDED.  TANK IS AS DESCRIBED
 LG1097'IN 1947 DESCRIPTION, EXCEPT THE LETTERS ARE IN BLUE NOT BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1100 ***********************************************************************
 LG1100  DESIGNATION -  DEWITT TRINITY LUTHERAN CHURCH
 LG1100  PID         -  LG1100
 LG1100  STATE/COUNTY-  NE/GAGE
 LG1100  USGS QUAD   -  WILBER (1980)
 LG1100
 LG1100                         *CURRENT SURVEY CONTROL
 LG1100  ___________________________________________________________________
 LG1100* NAD 83(1995)-  40 23 47.32509(N)    096 55 22.58558(W)     ADJUSTED  
 LG1100* NAVD 88     -                                                        
 LG1100  ___________________________________________________________________
 LG1100  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 LG1100  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 LG1100
 LG1100  HORZ ORDER  -  THIRD
 LG1100
 LG1100.The horizontal coordinates were established by classical geodetic methods
 LG1100.and adjusted by the National Geodetic Survey in August 1997..
 LG1100
 LG1100
 LG1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1100
 LG1100.The geoid height was determined by GEOID03.
 LG1100
 LG1100;                    North         East     Units Scale Factor Converg.
 LG1100;SPC NE       -    67,174.542   761,140.145   MT  0.99984424   +2 02 21.0
 LG1100;UTM  14      - 4,473,835.192   676,273.770   MT  0.99998250   +1 20 47.2
 LG1100
 LG1100                          SUPERSEDED SURVEY CONTROL
 LG1100
 LG1100  NAD 83(1986)-  40 23 47.33219(N)    096 55 22.58337(W) AD(       ) 4
 LG1100  NAD 27      -  40 23 47.32700(N)    096 55 21.47700(W) AD(       ) 3
 LG1100
 LG1100.Superseded values are not recommended for survey control.
 LG1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1100.See file dsdata.txt to determine how the superseded data were derived.
 LG1100
 LG1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7627473835(NAD 83)
 LG1100_MARKER: 90 = CHURCH SPIRE
 LG1100
 LG1100  HISTORY     - Date     Condition        Report By
 LG1100  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1100  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 LG1100
 LG1100                          STATION DESCRIPTION
 LG1100
 LG1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1100'THE SPIRE IS LOCATED AT THE NORTHWEST EDGE OF DE WITT, 68 FEET
 LG1100'SOUTH OF THE CENTER OF AN EAST-WEST STREET AND 60 FEET WEST OF
 LG1100'A NORTH-SOUTH STREET.  IT IS A WHITE FRAME BUILDING WITH THE
 LG1100'SPIRE ON THE EAST END OF THE BUILDING.  THE SPIRE IS ABOUT 60 FEET
 LG1100'HIGH AND HAS A CROSS ON THE TOP.  THE POINT OBSERVED UPON WAS
 LG1100'THE TOP OF THE SPIRE.
 LG1100
 LG1100                          STATION RECOVERY (2004)
 LG1100
 LG1100'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1100'STATION NOT FOUND.  SITE LOCATED. THE CHURCH WITH THE SPIRE NO LONGER
 LG1100'EXISTS. SITE OF THE CHURCH IS SOUTH OF W. LANCASTER AVENUE AND WEST OF
 LG1100'N. QUINCE STREET.  A NEW RED BRICK CHURCH WITH NO SPIRE HAS BEEN BUILT
 LG1100'AT THE SITE. THIS STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0485 ***********************************************************************
 LJ0485  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0485  DESIGNATION -  DICKENS
 LJ0485  PID         -  LJ0485
 LJ0485  STATE/COUNTY-  NE/LINCOLN
 LJ0485  USGS QUAD   -  MELTON RANCH AIRPORT (1973)
 LJ0485
 LJ0485                         *CURRENT SURVEY CONTROL
 LJ0485  ___________________________________________________________________
 LJ0485* NAD 83(1995)-  40 50 49.92746(N)    101 00 07.05340(W)     ADJUSTED  
 LJ0485* NAVD 88     -       969.9    (meters)    3182.     (feet)  GPS OBS   
 LJ0485  ___________________________________________________________________
 LJ0485  X           -    -922,231.971 (meters)                     COMP
 LJ0485  Y           -  -4,743,606.148 (meters)                     COMP
 LJ0485  Z           -   4,150,221.590 (meters)                     COMP
 LJ0485  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 LJ0485  ELLIP HEIGHT-         947.29  (meters)          (09/24/01) GPS OBS
 LJ0485  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 LJ0485
 LJ0485  HORZ ORDER  -  B
 LJ0485  ELLP ORDER  -  FOURTH    CLASS I
 LJ0485
 LJ0485.The horizontal coordinates were established by GPS observations
 LJ0485.and adjusted by the National Geodetic Survey in June 1996..
 LJ0485
 LJ0485.The orthometric height was determined by GPS observations and a
 LJ0485.high-resolution geoid model.
 LJ0485
 LJ0485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0485
 LJ0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0485
 LJ0485.The ellipsoidal height was determined by GPS observations
 LJ0485.and is referenced to NAD 83.
 LJ0485
 LJ0485.The geoid height was determined by GEOID03.
 LJ0485
 LJ0485;                    North         East     Units Scale Factor Converg.
 LJ0485;SPC NE       -   113,056.711   415,530.788   MT  0.99972418   -0 39 50.4
 LJ0485;UTM  14      - 4,523,724.024   331,238.907   MT  0.99995055   -1 18 34.8
 LJ0485
 LJ0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0485!SPC NE       -   0.99985143  x   0.99972418  =   0.99957565
 LJ0485!UTM  14      -   0.99985143  x   0.99995055  =   0.99980198
 LJ0485
 LJ0485:                Primary Azimuth Mark                     Grid Az
 LJ0485:SPC NE       -  DICKENS AZ MK                            001 40 00.5
 LJ0485:UTM  14      -  DICKENS AZ MK                            002 18 44.9
 LJ0485
 LJ0485|---------------------------------------------------------------------|
 LJ0485| PID    Reference Object                     Distance      Geod. Az  |
 LJ0485|                                                           dddmmss.s |
 LJ0485| LJ0557 DICKENS AZ MK                       APPROX. 0.9 KM 0010010.1 |
 LJ0485| LJ0558 DICKENS RM 1                         20.050 METERS 08407     |
 LJ0485| LJ0559 DICKENS RM 2                         26.138 METERS 35928     |
 LJ0485|---------------------------------------------------------------------|
 LJ0485
 LJ0485                          SUPERSEDED SURVEY CONTROL
 LJ0485
 LJ0485  ELLIP H (06/25/96)  947.34   (m)                       GP(       ) 1 1
 LJ0485  NAD 83(1986)-  40 50 49.93077(N)    101 00 07.06300(W) AD(       ) 2
 LJ0485  NAD 27      -  40 50 49.91155(N)    101 00 05.52937(W) AD(       ) 2
 LJ0485  NGVD 29 (07/19/86)  969.45   (m)         3180.6    (f) LEVELING    3  
 LJ0485
 LJ0485.Superseded values are not recommended for survey control.
 LJ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0485.See file dsdata.txt to determine how the superseded data were derived.
 LJ0485
 LJ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3123923724(NAD 83)
 LJ0485_MARKER: DS = TRIANGULATION STATION DISK
 LJ0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0485_SP_SET: CONCRETE POST
 LJ0485_STAMPING: DICKENS 1951
 LJ0485_MARK LOGO: CGS   
 LJ0485_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0485+STABILITY: SURFACE MOTION
 LJ0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0485+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1995
 LJ0485
 LJ0485  HISTORY     - Date     Condition        Report By
 LJ0485  HISTORY     - 1951     MONUMENTED       CGS
 LJ0485  HISTORY     - 1951     GOOD             CGS
 LJ0485  HISTORY     - 19810619 GOOD             NGS
 LJ0485  HISTORY     - 19950427 GOOD             NGS
 LJ0485
 LJ0485                          STATION DESCRIPTION
 LJ0485
 LJ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0485'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH-NORTHWEST OF THE
 LJ0485'SMALL VILLAGE OF DICKENS, 35 FEET WEST OF THE CENTER OF A
 LJ0485'NORTH-SOUTH GRAVELED ROAD, 3 FEET NORTH OF A WITNESS POST
 LJ0485'AND JUST EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LJ0485'DICKENS 1951 AND PROJECTS 1 INCH.
 LJ0485'
 LJ0485'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE AND
 LJ0485'30 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD.
 LJ0485'IT IS STAMPED DICKENS NO 1 1951 AND PROJECTS 2 INCHES.
 LJ0485'
 LJ0485'REFERENCE MARK NO. 2 IS 35 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LJ0485'GRAVELED ROAD, 14 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND
 LJ0485'1 FOOT EAST OF A FENCE CORNER.  IT IS STAMPED DICKENS NO 2
 LJ0485'1951 AND PROJECTS 2 INCHES.
 LJ0485'
 LJ0485'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0485'NO. 2 IS 103.0 FEET.
 LJ0485'
 LJ0485'THE AZIMUTH MARK IS LOCATED 34 FEET EAST OF THE CENTER OF A
 LJ0485'NORTH-SOUTH GRAVELED ROAD, 2 FEET SOUTH OF A WITNESS POST
 LJ0485'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LJ0485'DICKENS 1951 AND PROJECTS 5 INCHES.
 LJ0485'
 LJ0485'TO REACH THE STATION FROM THE DEPOT IN DICKENS, GO EAST ON
 LJ0485'A GRAVELED STREET FOR 0.05 MILE TO A CROSS-STREET.  TURN
 LJ0485'LEFT AND GO NORTH ON A GRAVELED STREET FOR 0.35 MILE TO STATE
 LJ0485'HIGHWAY 23, TURN LEFT AND GO WEST ON STATE HIGHWAY 23 FOR 0.5
 LJ0485'MILE TO A T ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED
 LJ0485'ROAD FOR 1.15 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LJ0485'
 LJ0485'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRAVELED
 LJ0485'ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LJ0485'
 LJ0485'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LJ0485
 LJ0485                          STATION RECOVERY (1951)
 LJ0485
 LJ0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LJ0485'RECOVERED IN GOOD CONDITION.
 LJ0485
 LJ0485                          STATION RECOVERY (1981)
 LJ0485
 LJ0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LJ0485'RECOVERED IN GOOD CONDITION.
 LJ0485
 LJ0485                          STATION RECOVERY (1995)
 LJ0485
 LJ0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0485'TO REACH THE MARK FROM THE RAILROAD CROSSING IN DICKENS, GO NORTH ON A
 LJ0485'PAVED STREET FOR 0.56 KM (0.35 MI) TO STATE HIGHWAY 23.  TURN LEFT AND
 LJ0485'GO WEST ON THE HIGHWAY FOR 0.8 KM (0.50 MI) TO A SIDE ROAD ON THE
 LJ0485'RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED COUNTY ROAD FOR 1.85 KM
 LJ0485'(1.15 MI) TO THE MARK ON THE LEFT, ON THE WEST RIGHT-OF-WAY OF THE
 LJ0485'ROAD, ADJACENT TO AYLWARD FARMS AND IN THE SE1/4, SEC7, T10N, R32W.
 LJ0485'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 LJ0485'RECESSED ABOUT 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.  IT IS 30.3
 LJ0485'M (99.4 FT) SOUTH FROM THE CENTERLINE OF A DRIVEWAY TO A FARMSTEAD,
 LJ0485'15.55 M (51.02 FT) SOUTH FROM A POWERLINE POLE, 15.3 M (50.2 FT) NORTH
 LJ0485'FROM A FENCE CORNER, 10.1 M (33.1 FT) WEST FROM THE CENTERLINE OF THE
 LJ0485'ROAD, 0.45 M (1.48 FT) SOUTH FROM A METAL WITNESS POST AND 2.5 FT (0.8
 LJ0485'M) WEST FROM A FIBERGLASS WITNESS POST.  A LENGTH OF REBAR WAS DRIVEN
 LJ0485'ALONG THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0557 ***********************************************************************
 LJ0557  DESIGNATION -  DICKENS AZ MK
 LJ0557  PID         -  LJ0557
 LJ0557  STATE/COUNTY-  NE/LINCOLN
 LJ0557  USGS QUAD   -  MELTON RANCH AIRPORT (1973)
 LJ0557
 LJ0557                         *CURRENT SURVEY CONTROL
 LJ0557  ___________________________________________________________________
 LJ0557* NAD 83(1995)-  40 51 18.66981(N)    101 00 06.39080(W)     ADJUSTED  
 LJ0557* NAVD 88     -       967.4    (meters)    3174.     (feet)  VERTCON   
 LJ0557  ___________________________________________________________________
 LJ0557  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 LJ0557  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 LJ0557
 LJ0557  HORZ ORDER  -  THIRD
 LJ0557
 LJ0557.The horizontal coordinates were established by classical geodetic methods
 LJ0557.and adjusted by the National Geodetic Survey in August 1997..
 LJ0557
 LJ0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0557
 LJ0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0557
 LJ0557.The geoid height was determined by GEOID03.
 LJ0557
 LJ0557;                    North         East     Units Scale Factor Converg.
 LJ0557;SPC NE       -   113,942.856   415,556.574   MT  0.99972260   -0 39 49.9
 LJ0557;UTM  14      - 4,524,610.024   331,274.687   MT  0.99995040   -1 18 35.2
 LJ0557
 LJ0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0557!SPC NE       -   0.99985180  x   0.99972260  =   0.99957444
 LJ0557!UTM  14      -   0.99985180  x   0.99995040  =   0.99980221
 LJ0557
 LJ0557                          SUPERSEDED SURVEY CONTROL
 LJ0557
 LJ0557  NAD 83(1986)-  40 51 18.67311(N)    101 00 06.40035(W) AD(       ) 3
 LJ0557  NGVD 29 (02/17/94)  967.0    (m)         3173.     (f) VERT ANG       
 LJ0557
 LJ0557.Superseded values are not recommended for survey control.
 LJ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0557.See file dsdata.txt to determine how the superseded data were derived.
 LJ0557
 LJ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3127524610(NAD 83)
 LJ0557_MARKER: DS = TRIANGULATION STATION DISK
 LJ0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0557_SP_SET: CONCRETE POST
 LJ0557_STAMPING: DICKENS 1951
 LJ0557_MARK LOGO: CGS   
 LJ0557_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0557+STABILITY: SURFACE MOTION
 LJ0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0557+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1983
 LJ0557
 LJ0557  HISTORY     - Date     Condition        Report By
 LJ0557  HISTORY     - 1951     MONUMENTED       CGS
 LJ0557  HISTORY     - 19810619 GOOD             NGS
 LJ0557  HISTORY     - 19830504 GOOD             NGS
 LJ0557
 LJ0557                          STATION DESCRIPTION
 LJ0557
 LJ0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LJ0557'RECOVERED IN GOOD CONDITION.
 LJ0557
 LJ0557                          STATION RECOVERY (1983)
 LJ0557
 LJ0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CKN)
 LJ0557'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH-NORTHWEST FROM
 LJ0557'DICKENS AND ON THE EAST RIGHT-OF-WAY OF A COUNTY ROAD. TO REACH FROM
 LJ0557'THE RAILROAD CROSSING IN DICKENS, GO NORTH ON A PAVED STREET FOR 0.56
 LJ0557'KM (0.35 MI) TO STATE HIGHWAY 23.  TURN RIGHT AND GO WEST ON THE
 LJ0557'HIGHWAY FOR 0.8 KM (0.50 MI) TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 LJ0557'AND GO NORTH ON A GRADED ROAD FOR 2.74 KM (1.70 MI) TO THE MARK ON THE
 LJ0557'RIGHT. THE STATION MARK IS SET INTO THE TOP OF A SQUARE CONCRETE
 LJ0557'MONUMENT THAT IS RECESSED 0.06 M (0.20 FT) BELOW THE GROUND SURFACE.
 LJ0557'IT IS 10.1 M (33.1 FT) EAST FROM THE CENTERLINE OF THE ROAD 0.35 M
 LJ0557'(1.15 FT) EAST FROM A WITNESS POST AND 0.3 M (1.0 FT) EAST FROM A
 LJ0557'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0727 ***********************************************************************
 NP0727  DESIGNATION -  DIECKMAN
 NP0727  PID         -  NP0727
 NP0727  STATE/COUNTY-  NE/SIOUX
 NP0727  USGS QUAD   -  HARRISON WEST (1978)
 NP0727
 NP0727                         *CURRENT SURVEY CONTROL
 NP0727  ___________________________________________________________________
 NP0727* NAD 83(1995)-  42 44 11.65810(N)    103 53 40.67246(W)     ADJUSTED  
 NP0727* NAVD 88     -      1536.     (meters)    5039.     (feet)  SCALED    
 NP0727  ___________________________________________________________________
 NP0727  LAPLACE CORR-          -7.01  (seconds)                    DEFLEC99
 NP0727  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 NP0727
 NP0727  HORZ ORDER  -  FIRST
 NP0727
 NP0727.The horizontal coordinates were established by classical geodetic methods
 NP0727.and adjusted by the National Geodetic Survey in August 1997..
 NP0727
 NP0727.The orthometric height was scaled from a topographic map.
 NP0727
 NP0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0727
 NP0727.The geoid height was determined by GEOID03.
 NP0727
 NP0727;                    North         East     Units Scale Factor Converg.
 NP0727;SPC NE       -   329,539.798   181,217.664   MT  0.99988988   -2 34 51.5
 NP0727;UTM  13      - 4,732,154.549   590,481.175   MT  0.99970072   +0 45 00.7
 NP0727
 NP0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0727!SPC NE       -   0.99976172  x   0.99988988  =   0.99965162
 NP0727!UTM  13      -   0.99976172  x   0.99970072  =   0.99946251
 NP0727
 NP0727|---------------------------------------------------------------------|
 NP0727| PID    Reference Object                     Distance      Geod. Az  |
 NP0727|                                                           dddmmss.s |
 NP0727| CP9165 DIECKMAN RM 2                        20.618 METERS 02449     |
 NP0727| OT0805 ARDMORE MUNICIPAL TANK              APPROX.37.2 KM 0314937.7 |
 NP0727| CP9164 DIECKMAN RM 1                        23.750 METERS 09208     |
 NP0727| NP0729 HARRISON SIOUX CO HS CHIMNEY        APPROX. 5.3 KM 1675150.7 |
 NP0727| NP0731 HARRISON MUNICIPAL STANDPIPE        APPROX. 5.5 KM 1681306.9 |
 NP0727| CP9163 DIECKMAN AZ MK                                     1690718.9 |
 NP0727| NP0730 HARRISON SIOUX CO CTHSE CHIM        APPROX. 5.4 KM 1701232.3 |
 NP0727|---------------------------------------------------------------------|
 NP0727
 NP0727                          SUPERSEDED SURVEY CONTROL
 NP0727
 NP0727  NAD 83(1995)-  42 44 11.65803(N)    103 53 40.67261(W) AD(       ) 1
 NP0727  NAD 83(1986)-  42 44 11.63551(N)    103 53 40.65373(W) AD(       ) 1
 NP0727  NAD 27      -  42 44 11.75100(N)    103 53 38.90400(W) AD(       ) 1
 NP0727
 NP0727.Superseded values are not recommended for survey control.
 NP0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0727.See file dsdata.txt to determine how the superseded data were derived.
 NP0727
 NP0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9048132155(NAD 83)
 NP0727_MARKER: DS = TRIANGULATION STATION DISK
 NP0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0727
 NP0727  HISTORY     - Date     Condition        Report By
 NP0727  HISTORY     - 1941     MONUMENTED       CGS
 NP0727  HISTORY     - 1968     GOOD             CGS
 NP0727
 NP0727                          STATION DESCRIPTION
 NP0727
 NP0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0727'STATION IS ABOUT 3.25 MILES N BY W OF HARRISON, ON A GRASSY
 NP0727'FLAT-TOPPED HILL, ON PROPERTY OF JOHN DIECKMAN AND IN THE NE
 NP0727'1/4 SEC. 21, T. 32 N, R. 56 W.  IT IS ABOUT 1/2 MILE NNE OF
 NP0727'THE FARMHOUSE OF JOHN DIECKMAN, ON THE HIGHEST POINT OF THE
 NP0727'HILL, 0.2 MILE N OF NEBRASKA HIGHWAY 29, 100 YARDS N OF AN E-W
 NP0727'WIRE FENCE AND 3 FEET SW OF A WHITE REFERENCE POST.  IT IS
 NP0727'STAMPED DIECKMAN 1941 AND PROJECTS 6 INCHES.
 NP0727'
 NP0727'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NP0727'BRONZE DISKS SET IN CONCRETE.
 NP0727'
 NP0727'REFERENCE MARK NO. 1 IS LEVEL WITH THE STATION.  IT IS STAMPED
 NP0727'DIECKMAN NO. 1 1941 AND PROJECTS 6 INCHES.
 NP0727'
 NP0727'REFERENCE MARK NO. 2 IS LEVEL WITH THE STATION.  IT IS STAMPED
 NP0727'DIECKMAN NO. 2 1941 AND PROJECTS 6 INCHES.
 NP0727'
 NP0727'THE AZIMUTH MARK IS 40 FEET S OF THE CENTER LINE OF NEBRASKA
 NP0727'HIGHWAY 29, 3 FEET E OF A WHITE REFERENCE POST AND 1 FOOT N
 NP0727'OF THE RIGHT-OF-WAY FENCE.  IT IS STAMPED DIECKMAN 1941 AND
 NP0727'PROJECTS 6 INCHES.
 NP0727'
 NP0727'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND NEBRASKA
 NP0727'HIGHWAY 29 AT HARRISON GO N ON NEBRASKA HIGHWAY 29 FOR 3.1
 NP0727'MILES TO THE AZIMUTH MARK ON THE S SIDE OF THE HIGHWAY.  CONTINUE
 NP0727'W ON THE HIGHWAY FOR 0.15 MILE AND TURN RIGHT, NORTHERLY,
 NP0727'THRU A WIRE GATE.  GO ABOUT 0.1 MILE TO AN E-W WIRE FENCE AND THE
 NP0727'STATION ABOUT 100 YARDS N OF THE FENCE.
 NP0727'
 NP0727'4-FOOT SIGNALS AT TIPTON AND WRIGHT ARE VISIBLE FROM THE GROUND.
 NP0727'
 NP0727'A 87-FOOT SIGNAL AT KENNEDY, A 64-FOOT SIGNAL AT FLUENT AND A
 NP0727'50-FOOT SIGNAL AT CONKLIN ARE VISIBLE FROM THE GROUND.
 NP0727'
 NP0727'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NP0727
 NP0727                          STATION RECOVERY (1968)
 NP0727
 NP0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0727'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 NP0727'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 NP0727'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR
 NP0727'RECOVERY.
 NP0727'
 NP0727'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 NP0727'
 NP0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/4
 NP0727'MILES NW OF HARRISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1079 ***********************************************************************
 LG1079  DESIGNATION -  DILLER
 LG1079  PID         -  LG1079
 LG1079  STATE/COUNTY-  NE/JEFFERSON
 LG1079  USGS QUAD   -  HARBINE (1970)
 LG1079
 LG1079                         *CURRENT SURVEY CONTROL
 LG1079  ___________________________________________________________________
 LG1079* NAD 83(1995)-  40 08 05.53044(N)    096 56 08.27499(W)     ADJUSTED  
 LG1079* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 LG1079  ___________________________________________________________________
 LG1079  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 LG1079  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 LG1079
 LG1079  HORZ ORDER  -  FIRST
 LG1079
 LG1079.The horizontal coordinates were established by classical geodetic methods
 LG1079.and adjusted by the National Geodetic Survey in August 1997..
 LG1079
 LG1079.The orthometric height was scaled from a topographic map.
 LG1079
 LG1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1079
 LG1079.The geoid height was determined by GEOID03.
 LG1079
 LG1079;                    North         East     Units Scale Factor Converg.
 LG1079;SPC NE       -    38,108.622   761,092.775   MT  0.99994177   +2 01 50.7
 LG1079;SPC KS N     -   200,539.218   490,716.226   MT  1.00007596   +0 40 24.4
 LG1079;UTM  14      - 4,444,769.367   675,873.178   MT  0.99998078   +1 19 51.6
 LG1079
 LG1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1079!SPC NE       -   0.99993741  x   0.99994177  =   0.99987918
 LG1079!SPC KS N     -   0.99993741  x   1.00007596  =   1.00001336
 LG1079!UTM  14      -   0.99993741  x   0.99998078  =   0.99991819
 LG1079
 LG1079|---------------------------------------------------------------------|
 LG1079| PID    Reference Object                     Distance      Geod. Az  |
 LG1079|                                                           dddmmss.s |
 LG1079| CL6393 DILLER RM 3                                        01619     |
 LG1079| CL6391 DILLER RM 1                          25.362 METERS 03715     |
 LG1079| LG1073 EVANGELICAL LUTHERAN CHURCH         APPROX.11.8 KM 0542638.8 |
 LG1079| CL6390 DILLER AZ MK                                       2414404.6 |
 LG1079| LG1083 DILLER AZ MK 2                      APPROX. 0.7 KM 2462048.1 |
 LG1079| CL6392 DILLER RM 2                          34.388 METERS 30651     |
 LG1079|---------------------------------------------------------------------|
 LG1079
 LG1079                          SUPERSEDED SURVEY CONTROL
 LG1079
 LG1079  NAD 83(1986)-  40 08 05.53687(N)    096 56 08.27278(W) AD(       ) 1
 LG1079  NAD 27      -  40 08 05.52700(N)    096 56 07.17000(W) AD(       ) 1
 LG1079
 LG1079.Superseded values are not recommended for survey control.
 LG1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1079.See file dsdata.txt to determine how the superseded data were derived.
 LG1079
 LG1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7587344769(NAD 83)
 LG1079_MARKER: DS = TRIANGULATION STATION DISK
 LG1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1079
 LG1079  HISTORY     - Date     Condition        Report By
 LG1079  HISTORY     - 1947     MONUMENTED       CGS
 LG1079  HISTORY     - 1969     GOOD             CGS
 LG1079  HISTORY     - 1977     GOOD             NGS
 LG1079
 LG1079                          STATION DESCRIPTION
 LG1079
 LG1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1079'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF THE VILLAGE OF
 LG1079'DILLER, 1 MILE WEST OF THE JEFFERSON-GAGE COUNTY LINE, 82 FEET
 LG1079'WEST OF THE CENTER OF STATE HIGHWAY NO. 103, 55 FEET EAST OF THE
 LG1079'CENTER OF A WINDMILL, 28.6 FEET SOUTH OF THE CENTER OF A FARM
 LG1079'DRIVEWAY, 24 FEET NORTH OF AN EAST-WEST FENCE LINE, AND 7.8 FEET
 LG1079'NORTHWEST OF A FENCE CORNER.  IT IS SET FLUSH WITH THE GROUND
 LG1079'AND IS STAMPED DILLER 1947.
 LG1079'
 LG1079'REFERNCE MARK NO. 1 IS 32 FEET WEST OF THE CENTER OF STATE HIGHWAY
 LG1079'NO. 3 AND 2 FEET SOUTHWEST OF A FENCE CORNER.  IT PROJECTS 8
 LG1079'INCHES AND IS STAMPED DILLER NO 1 1947.
 LG1079'
 LG1079'REFERENCE MARK NO. 2 IS 38 FEET EAST OF A FENCE CORNER, 31 FEET
 LG1079'WEST OF THE CENTER OF THE SOUTH END OF A CONCRETE WALK AND 0.5
 LG1079'FOOT SOUTH OF A FENCE LINE.  IT IS SET FLUSH WITH THE GROUND AND
 LG1079'IS STAMPED DILLER NO 2 1947.
 LG1079'
 LG1079'AZIMUTH MARK IS 0.35 MILE WEST OF A CROSSROAD, 34 FEET SOUTH OF
 LG1079'THE CENTER OF A GRAVELED ROAD, 5 FEET EAST OF A TELEPHONE POLE,
 LG1079'2 FEET EAST OF A WITNESS POST, AND 1 FOOT NORTH OF AN
 LG1079'EAST-WEST FENCE.  IT PROJECTS 10 INCHES AND IS STAMPED DILLER
 LG1079'1947.
 LG1079'
 LG1079'TO REACH THE STATION FROM THE POST OFFICE IN DILLER, GO NORTH ON
 LG1079'STATE HIGHWAY NO. 103 FOR 1.75 MILES TO A FARM HOUSE ON THE LEFT
 LG1079'AND THE STATION AS DESCRIBED.
 LG1079'
 LG1079'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 LG1079'HIGHWAY NO. 103 FOR 0.2 MILE TO A CROSSROAD, TURN RIGHT, WEST,
 LG1079'AND GO 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LG1079'
 LG1079'A 74 FOOT SIGNAL AT ROSEMAN IS VISIBLE AT 4 FEET.
 LG1079'
 LG1079'A 74 FOOT SIGNAL AT TRAIL IS VISIBLE AT 37 FEET.
 LG1079'
 LG1079'A 4 FOOT SIGNAL AT NUTTER 1935 IS VISIBLE AT 50 FEET.
 LG1079'
 LG1079'A 74 FOOT SIGNAL AT TURNER 1935 IS VISIBLE AT 50 FEET.
 LG1079'
 LG1079'A 74 FOOT SIGNAL AT JANSEN EAST BASE IS VISIBLE AT 50 FEET.
 LG1079'
 LG1079'A 74 FOOT SIGNAL AT JANSEN WEST BASE IS VISIBLE AT 50 FEET.
 LG1079'
 LG1079'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1079
 LG1079                          STATION RECOVERY (1969)
 LG1079
 LG1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1079'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LG1079'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.
 LG1079'THE AZIMUTH MARK WAS FOUND DISPLACED BY ROAD CONSTRUCTION.  NO
 LG1079'OBJECTS WERE VISIBLE AT THE STATION SITE SO A NEW AZIMUTH MARK
 LG1079'WAS NOT SET.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LG1079'
 LG1079'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2
 LG1079'MILES NORTH OF DILLER.
 LG1079
 LG1079                          STATION RECOVERY (1977)
 LG1079
 LG1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LG1079'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LG1079'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK CONCRETE
 LG1079'MONUMENT WAS FOUND LYING ON TOP THE GROUND IN A FENCELINE AND DISK
 LG1079'MISSING.  DUE TO CONSTRUCTION ON STATE HIGHWAY 103 REFERENCE MARK
 LG1079'1 WILL BE DESTROYED.  REFERENCE MARK 3 AND A NEW AZIMUTH MARK WERE
 LG1079'ESTABLISHED THIS DATE.  THE DISTANCE TO REFERENCE MARK 2
 LG1079'COMPARED GOOD WITH THE PREVIOUS DISTANCE.  DUE TO NO OLD TIE
 LG1079'LINES VISIBLE FROM INSTRUMENT HEIGHT THIS DATE, A POLARIS
 LG1079'OBSERVATION WAS MADE THE 6/14/77.
 LG1079'
 LG1079'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG1079'
 LG1079'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF THE TOWN OF DILLER
 LG1079'AND 1.0 MILE WEST OF THE JEFFERSON-GAGE COUNTY LINE, IN THE FARM
 LG1079'YARD OWNED BY MR. FRANKLIN DAMROW, ROUTE 1, DILLER, NE 68342.
 LG1079'
 LG1079'TO REACH THE STATION FROM THE POST OFFICE IN DILLER, GO NORTH ON
 LG1079'STATE HIGHWAY 103 FOR 1.55 TO THE DAMROW FARM HOME AND THE STATION
 LG1079'ON THE RIGHT.
 LG1079'
 LG1079'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED DILLER 1947, SET
 LG1079'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH
 LG1079'ABOVE THE GROUND SURFACE.  IT IS 94 FEET SOUTH-SOUTHEAST OF THE
 LG1079'SOUTHEAST CORNER OF THE FARM HOUSE, 30 FEET SOUTH OF THE CENTER OF
 LG1079'THE FARM DRIVEWAY AND AT THE WEST EDGE OF A FIELD ENTRANCE.  THE
 LG1079'UNDERGROUND MARK WAS NOT INSPECTED THIS DATE.
 LG1079'
 LG1079'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DILLER NO 2 1947, SET IN
 LG1079'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 3 INCHES BELOW THE
 LG1079'GROUND SURFACE.  IT IS 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LG1079'THE HOUSE, 31 FEET WEST OF THE SOUTH END OF A SIDEWALK AND 3 FEET
 LG1079'SOUTH OF AN 18-INCH TREE.
 LG1079'
 LG1079'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1079'DILLER 1947 NO 3 1977 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG1079'41 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 38 FEET
 LG1079'NORTH OF THE CENTER OF THE DRIVEWAY AND 22 FEET SOUTH OF AN 8-INCH
 LG1079'TREE.
 LG1079'
 LG1079'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DILLER 1947 1977, SET IN
 LG1079'THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 LG1079'GROUND SURFACE.  IT IS 32 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LG1079'SURFACED ROAD, 2 FEET EAST-SOUTHEAST OF AN EAST END GATE POST, 1
 LG1079'FOOT WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST
 LG1079'FENCE.  REBAR IN CONCRETE POST.
 LG1079'
 LG1079'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.2 MILE, THEN
 LG1079'WEST 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LG1079'
 LG1079'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 LG1079'NORTH OF DILLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1285 ***********************************************************************
 MJ1285  DESIGNATION -  DIOCESE
 MJ1285  PID         -  MJ1285
 MJ1285  STATE/COUNTY-  NE/DOUGLAS
 MJ1285  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1285
 MJ1285                         *CURRENT SURVEY CONTROL
 MJ1285  ___________________________________________________________________
 MJ1285* NAD 83(1995)-  41 18 51.19878(N)    095 57 42.47161(W)     ADJUSTED  
 MJ1285* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 MJ1285  ___________________________________________________________________
 MJ1285  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 MJ1285  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 MJ1285
 MJ1285  HORZ ORDER  -  FIRST
 MJ1285
 MJ1285.The horizontal coordinates were established by classical geodetic methods
 MJ1285.and adjusted by the National Geodetic Survey in August 1997..
 MJ1285
 MJ1285.The orthometric height was scaled from a topographic map.
 MJ1285
 MJ1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1285
 MJ1285.The geoid height was determined by GEOID03.
 MJ1285
 MJ1285;                    North         East     Units Scale Factor Converg.
 MJ1285;SPC NE       -   172,308.760   837,899.792   MT  0.99966416   +2 40 34.0
 MJ1285;SPC IA S     -   148,859.650   293,900.736   MT  0.99995032   -1 37 17.7
 MJ1285;UTM  15      - 4,577,872.041   252,080.642   MT  1.00035650   -1 57 22.8
 MJ1285;UTM  14      - 4,578,093.347   754,315.631   MT  1.00039604   +2 00 24.7
 MJ1285
 MJ1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1285!SPC NE       -   0.99994787  x   0.99966416  =   0.99961205
 MJ1285!SPC IA S     -   0.99994787  x   0.99995032  =   0.99989819
 MJ1285!UTM  15      -   0.99994787  x   1.00035650  =   1.00030435
 MJ1285!UTM  14      -   0.99994787  x   1.00039604  =   1.00034389
 MJ1285
 MJ1285|---------------------------------------------------------------------|
 MJ1285| PID    Reference Object                     Distance      Geod. Az  |
 MJ1285|                                                           dddmmss.s |
 MJ1285| CL6395 DIOCESE RM 1                         64.350 METERS 05219     |
 MJ1285| MJ1250 AIRWAY BEACON 0                     APPROX.10.2 KM 1060729.6 |
 MJ1285| MJ1272 OMAHA MUNICIPAL AIRPORT AIR BN      APPROX. 5.6 KM 1103643.8 |
 MJ1285| CL6394 DIOCESE AZ MK                                      1344441.8 |
 MJ1285| MJ1279 OMAHA PACIFIC ELEV CO WATER TK      APPROX. 3.1 KM 1362445.2 |
 MJ1285| MJ1278 OMAHA STORTZ BREWING CO STK         APPROX. 4.7 KM 1533042.0 |
 MJ1285| MJ1267 OMAHA WOW BLDG WOW NE RAD MAST      APPROX. 6.7 KM 1594417.5 |
 MJ1285| MJ1262 OMAHA WOW BLDG WOW SW RAD MAST      APPROX. 6.7 KM 1600155.8 |
 MJ1285| MJ1277 OMAHA US PO TOP OF DOME             APPROX. 6.3 KM 1611600.2 |
 MJ1285| MJ1283 OMAHA NATL BANK BLDG TIP FLAG       APPROX. 6.6 KM 1622259.4 |
 MJ1285| MJ1265 OMAHA CENTRAL HS CEN OF STK         APPROX. 6.1 KM 1662459.0 |
 MJ1285| MJ1273 OMAHA CREIGHTON UNIV C OF STK       APPROX. 5.4 KM 1675428.7 |
 MJ1285| MJ1225 OMAHA KRUG BREWING CO C OF STK      APPROX. 9.5 KM 1740340.0 |
 MJ1285| CL6396 DIOCESE RM 2                         57.769 METERS 18254     |
 MJ1285| MJ1226 OMAHA DOUGLAS CO HOSP C OF STK      APPROX. 7.6 KM 1864556.8 |
 MJ1285| MJ1270 OMAHA NEBR DEAF SCH C OF STK        APPROX. 3.3 KM 2032641.0 |
 MJ1285| MJ1268 OMAHA BENSON HS CEN OF STK          APPROX. 4.1 KM 2200610.6 |
 MJ1285| MK1979 OMAHA RAD KOWH WAAW SE MAST         APPROX. 3.8 KM 2861851.6 |
 MJ1285| MK1982 OMAHA RAD KOWH WAAW NW MAST         APPROX. 3.9 KM 2871902.0 |
 MJ1285|---------------------------------------------------------------------|
 MJ1285
 MJ1285                          SUPERSEDED SURVEY CONTROL
 MJ1285
 MJ1285  NAD 83(1986)-  41 18 51.20677(N)    095 57 42.47232(W) AD(       ) 1
 MJ1285  NAD 27      -  41 18 51.21400(N)    095 57 41.41900(W) AD(       ) 1
 MJ1285
 MJ1285.Superseded values are not recommended for survey control.
 MJ1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1285.See file dsdata.txt to determine how the superseded data were derived.
 MJ1285
 MJ1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5208177872(NAD 83)
 MJ1285_MARKER: DS = TRIANGULATION STATION DISK
 MJ1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1285_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MJ1285
 MJ1285  HISTORY     - Date     Condition        Report By
 MJ1285  HISTORY     - 1934     MONUMENTED       CGS
 MJ1285  HISTORY     - 1947     SEE DESCRIPTION  CGS
 MJ1285  HISTORY     - 1948     SEE DESCRIPTION  CGS
 MJ1285
 MJ1285                          STATION DESCRIPTION
 MJ1285
 MJ1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ1285'STATION IS ON A HIGH HILL IN THE NORTHERN PART OF OMAHA, IN THE
 MJ1285'SOUTHWEST QUARTER OF SEC. 33, T. 16 N., R. 14 E. ON LAND OWNED BY
 MJ1285'THE CATHOLIC DIOCESE OF NEBRASKA, ON SOUTHEAST CORNER OF HILL, 128
 MJ1285'FEET WEST OF TOP OF CUT, 68 FEET NORTH OF TOP OF CUT AND 117 FEET
 MJ1285'NORTH OF CENTERLINE OF BELVEDERE BOULEVARD.  SURFACE AND
 MJ1285'UNDEGROUND MARKS ARE SET AS DESCRIBED IN NOTES 1B AND 7A.
 MJ1285'
 MJ1285'TO REACH FROM OMAHA, GO NORTH ON NORTH THIRTIETH STREET, (U.S.
 MJ1285'HIGHWAY 73) TO THE NORTHEAST CORNER OF FORT OMAHA, CONTINUE NORTH
 MJ1285'ON NORTH THIRTIETH STREET 0.15 MILE TO BELVEDERE BOULEVARD ON
 MJ1285'WEST, GO WEST UP HILL ON BELVEDERE BOULEVARD 0.55 MILE TO TOP OF
 MJ1285'HILL AND LANE OVER TOP OF HILL.
 MJ1285'
 MJ1285'REFERENCE MARK NO. 1, IS 211.12 FEET EAST-BY-NORTH
 MJ1285'OF STATION AND 36 FEET EAST OF CENTERLINE OF BELVEDERE BOULEVARD.
 MJ1285'
 MJ1285'REFERENCE MARK NO. 2, IS 189.53 FEET SOUTH OF STATION,
 MJ1285'76 FEET SOUTH OF CENTERLINE OF BELVEDERE BOULEVARD AND 3.6 FEET
 MJ1285'NORTH OF NORTH EDGE OF SIDEWALK.
 MJ1285'
 MJ1285'AZIMUTH MARK, IS 0.5 MILE SOUTHEAST OF STATION.  TO
 MJ1285'REACH, GO EAST ON BELVEDERE BOULEVARD 0.45 MILE TO THIRTIETH
 MJ1285'STREET, TURN SOUTH AND GO 0.2 MILE TO MARK ON WEST SIDE ALONG
 MJ1285'FORT OMAHA FENCE.  MARK IS 1.3 FEET EAST OF FENCE, 8.2 FEET WEST
 MJ1285'OF WEST CURB OF THIRTIETH STREET AND 28.6 FEET WEST OF CENTERLINE
 MJ1285'OF THIRTIETH STREET.
 MJ1285'
 MJ1285'HEIGHT OF LIGHT ABOVE STATION MARK - 23.8 METERS.
 MJ1285
 MJ1285                          STATION RECOVERY (1947)
 MJ1285
 MJ1285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 MJ1285'THE STATION AND AZIMUTH MARKS HAVE BEEN DESTROYED.  BOTH REFERENCE
 MJ1285'MARKS WERE RECOVERED IN GOOD CONDITION AND USED AS REFERENCE MARKS
 MJ1285'FOR NEW STATION DIOCESE 2.
 MJ1285
 MJ1285                          STATION RECOVERY (1948)
 MJ1285
 MJ1285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MJ1285'UPON ESTABLISHMENT OF DIOCESE 2 1947, INVERSE COMPUTATIONS WERE RUN
 MJ1285'AND AN UNSUCCESSFUL ATTEMPT TO RECOVER DIOCESE 1934 WAS MADE.
 MJ1285'
 MJ1285'RECENT CONSTRUCTION RESULTED IN THE DESTRUCTION OF THE STATION.
 MJ1285'
 MJ1285'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE DESTROYED AS THEY
 MJ1285'HAD NO FURTHER VALUE.
 MJ1285'
 MJ1285'REFERENCE MARK NO. 2 WAS USED AND RESTAMPED DIOCESE 2 NO 3 1947.
 MJ1285'(SEE DESCRIPTION DIOCESE 2 1947)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1286 ***********************************************************************
 MJ1286  DESIGNATION -  DIOCESE 2
 MJ1286  PID         -  MJ1286
 MJ1286  STATE/COUNTY-  NE/DOUGLAS
 MJ1286  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1286
 MJ1286                         *CURRENT SURVEY CONTROL
 MJ1286  ___________________________________________________________________
 MJ1286* NAD 83(1995)-  41 18 49.81836(N)    095 57 42.52605(W)     ADJUSTED  
 MJ1286* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 MJ1286  ___________________________________________________________________
 MJ1286  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 MJ1286  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 MJ1286
 MJ1286  HORZ ORDER  -  SECOND
 MJ1286
 MJ1286.The horizontal coordinates were established by classical geodetic methods
 MJ1286.and adjusted by the National Geodetic Survey in August 1997..
 MJ1286
 MJ1286.The orthometric height was scaled from a topographic map.
 MJ1286
 MJ1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1286
 MJ1286.The geoid height was determined by GEOID03.
 MJ1286
 MJ1286;                    North         East     Units Scale Factor Converg.
 MJ1286;SPC NE       -   172,266.175   837,900.515   MT  0.99966418   +2 40 33.9
 MJ1286;SPC IA S     -   148,817.119   293,898.265   MT  0.99995031   -1 37 17.8
 MJ1286;UTM  15      - 4,577,829.508   252,077.922   MT  1.00035651   -1 57 22.8
 MJ1286;UTM  14      - 4,578,050.726   754,315.857   MT  1.00039604   +2 00 24.6
 MJ1286
 MJ1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1286!SPC NE       -   0.99994787  x   0.99966418  =   0.99961207
 MJ1286!SPC IA S     -   0.99994787  x   0.99995031  =   0.99989818
 MJ1286!UTM  15      -   0.99994787  x   1.00035651  =   1.00030436
 MJ1286!UTM  14      -   0.99994787  x   1.00039604  =   1.00034389
 MJ1286
 MJ1286:                Primary Azimuth Mark                     Grid Az
 MJ1286:SPC NE       -  OMAHA PACIFIC ELEV CO WATER TK           133 10 01.6
 MJ1286:SPC IA S     -  OMAHA PACIFIC ELEV CO WATER TK           137 27 53.3
 MJ1286:UTM  15      -  OMAHA PACIFIC ELEV CO WATER TK           137 47 58.3
 MJ1286:UTM  14      -  OMAHA PACIFIC ELEV CO WATER TK           133 50 10.9
 MJ1286
 MJ1286|---------------------------------------------------------------------|
 MJ1286| PID    Reference Object                     Distance      Geod. Az  |
 MJ1286|                                                           dddmmss.s |
 MJ1286| MJ1279 OMAHA PACIFIC ELEV CO WATER TK      APPROX. 3.0 KM 1355035.5 |
 MJ1286| MJ1277 OMAHA US PO TOP OF DOME             APPROX. 6.3 KM 1610753.0 |
 MJ1286| CL6398 DIOCESE 2 RM 3                       15.113 METERS 18632     |
 MJ1286| MK1981 RADIO STA KOAD RAD MAST             APPROX. 3.8 KM 2671706.4 |
 MJ1286| MJ1263 OMAHA RAD STA WOW RAD MAST          APPROX. 3.1 KM 2724655.0 |
 MJ1286| CL6397 DIOCESE 2 AZ MK                                    2730133.0 |
 MJ1286| CL6399 DIOCESE 2 RM 4                       22.639 METERS 27847     |
 MJ1286| MK1979 OMAHA RAD KOWH WAAW SE MAST         APPROX. 3.8 KM 2865601.9 |
 MJ1286| MK1982 OMAHA RAD KOWH WAAW NW MAST         APPROX. 3.9 KM 2875504.3 |
 MJ1286|---------------------------------------------------------------------|
 MJ1286
 MJ1286                          SUPERSEDED SURVEY CONTROL
 MJ1286
 MJ1286  NAD 83(1986)-  41 18 49.82622(N)    095 57 42.52641(W) AD(       ) 2
 MJ1286  NAD 27      -  41 18 49.83300(N)    095 57 41.47500(W) AD(       ) 2
 MJ1286
 MJ1286.Superseded values are not recommended for survey control.
 MJ1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1286.See file dsdata.txt to determine how the superseded data were derived.
 MJ1286
 MJ1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5207877830(NAD 83)
 MJ1286_MARKER: DS = TRIANGULATION STATION DISK
 MJ1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1286
 MJ1286  HISTORY     - Date     Condition        Report By
 MJ1286  HISTORY     - 1947     MONUMENTED       CGS
 MJ1286  HISTORY     - 1953     GOOD             CGS
 MJ1286  HISTORY     - 1976     GOOD             NEDR
 MJ1286
 MJ1286                          STATION DESCRIPTION
 MJ1286
 MJ1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1286'THE STATION IS LOCATED ON A HIGH HILL IN THE NORTHERN PART OF
 MJ1286'OMAHA, NEAR THE CORNER OF BELEVEDERE BOULEVARD AND 33RD STREET.
 MJ1286'IT IS 82 FEET WEST OF THE CENTERLINE OF 33RD STREET AND 27 FEET
 MJ1286'SOUTH OF THE CENTERLINE OF BELEVEDERE BOULEVARD.  THE MARK
 MJ1286'PROJECTS 2 INCHES AND THE DISK IS STAMPED DIOCESE 2 1947.
 MJ1286'
 MJ1286'REFERENCE MARK NO. 3 IS 49.58 FEET SOUTH OF THE STATION, 20 FEET
 MJ1286'NORTH OF THE NORTHWEST CORNER OF HOUSE AND 4 FEET NORTH OF THE
 MJ1286'SIDEWALK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MJ1286'DIOESE NO 3 1947.
 MJ1286'
 MJ1286'REFERENCE MARK NO. 4 IS 74.27 FEET WEST OF THE STATION AND 6 INCHES
 MJ1286'SOUTH OF THE SOUTH EDGE OF BELEVEDERE BOULEVARD.  THE MARK PROJECTS
 MJ1286'2 INCHES AND THE DISK IS STAMPED DIOCESE NO 4 1947.
 MJ1286'
 MJ1286'AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF THE STATION, 30 FEET
 MJ1286'NORTHWEST OF THE INTERSECTION OF KANSAS AVE. AND 36TH STREET, 17
 MJ1286'FEET WEST OF THE CENTERLINE OF 36TH STREET AND 2 FEET NORTH OF
 MJ1286'A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MJ1286'STAMPED DIOCESE 2 1947.
 MJ1286'
 MJ1286'TO REACH FROM THE CORNER OF 13TH AND DOUGLAS STREETS (JUNCTION
 MJ1286'OF HIGHWAYS 275, 75, 73 AND 6) GO NORTH AND WEST ON HIGHWAY 73
 MJ1286'FOR 5.2 MILES TO BELVEDERE BOULEVARD, TURN LEFT (WEST) ON
 MJ1286'BELVEDERE BOULEVARD FOR 0.5 MILE TO CORNER OF 33RD STREET AND
 MJ1286'STATION.
 MJ1286'
 MJ1286'TO REACH THE AZIMUTH FROM THE STATION, GO WEST FOR 0.2 MILE TO
 MJ1286'THE MARK IN THE NORTHWEST CORNER OF 36TH STREET AND KANSAS
 MJ1286'AVE.
 MJ1286'
 MJ1286'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 MJ1286
 MJ1286                          STATION RECOVERY (1953)
 MJ1286
 MJ1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 MJ1286'THE STATION. REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 MJ1286'GOOD CONDITION.  DESCRIPTION IS ADEQUATE WITH ONE EXCEPTION.  THE
 MJ1286'SIDEWALK MENTIONED IN THE ORIGINAL DESCRIPTION OF REFERENCE MARK
 MJ1286'NO 3 HAS BEEN MOVED.  REFERENCE MARK NO 3 IS NOW 4 FEET SOUTH OF
 MJ1286'THE SIDEWALK.
 MJ1286
 MJ1286                          STATION RECOVERY (1976)
 MJ1286
 MJ1286'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1976 (HED)
 MJ1286'STATION AND AZIMUTH FOUND IN GOOD CONDITION AS DESCRIBED.
 MJ1286'
 MJ1286'NOTE--FOUND BUT NOT USED.
 MJ1286'
 MJ1286'NEAREST TOWN--NORTH OMAHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0359 ***********************************************************************
 MM0359  DESIGNATION -  DISMAL
 MM0359  PID         -  MM0359
 MM0359  STATE/COUNTY-  NE/BLAINE
 MM0359  USGS QUAD   -  DUNNING SW (1986)
 MM0359
 MM0359                         *CURRENT SURVEY CONTROL
 MM0359  ___________________________________________________________________
 MM0359* NAD 83(1995)-  41 45 59.50323(N)    100 14 30.45053(W)     ADJUSTED  
 MM0359* NAVD 88     -       878.6    (meters)    2883.     (feet)  VERTCON   
 MM0359  ___________________________________________________________________
 MM0359  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 MM0359  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 MM0359
 MM0359  HORZ ORDER  -  FIRST
 MM0359
 MM0359.The horizontal coordinates were established by classical geodetic methods
 MM0359.and adjusted by the National Geodetic Survey in August 1997..
 MM0359
 MM0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0359
 MM0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0359
 MM0359.The geoid height was determined by GEOID03.
 MM0359
 MM0359;                    North         East     Units Scale Factor Converg.
 MM0359;SPC NE       -   214,662.472   479,900.987   MT  0.99966891   -0 09 36.8
 MM0359;UTM  14      - 4,624,599.820   396,781.759   MT  0.99973110   -0 49 38.0
 MM0359
 MM0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0359!SPC NE       -   0.99986568  x   0.99966891  =   0.99953464
 MM0359!UTM  14      -   0.99986568  x   0.99973110  =   0.99959682
 MM0359
 MM0359|---------------------------------------------------------------------|
 MM0359| PID    Reference Object                     Distance      Geod. Az  |
 MM0359|                                                           dddmmss.s |
 MM0359| CO2546 SWEENEY RM 2                         32.556 METERS 03815     |
 MM0359| CN9164 DISMAL RM 1 AZIMUTH                                0835613.4 |
 MM0359| MM0358 SWEENEY                               6.145 METERS 14911     |
 MM0359| CO2545 SWEENEY RM 1                         51.624 METERS 32609     |
 MM0359| MM0364 HALSEY CIRCLE LOT                   APPROX.15.7 KM 3284131.7 |
 MM0359|---------------------------------------------------------------------|
 MM0359
 MM0359                          SUPERSEDED SURVEY CONTROL
 MM0359
 MM0359  NAD 83(1986)-  41 45 59.51007(N)    100 14 30.45737(W) AD(       ) 1
 MM0359  NAD 27      -  41 45 59.51653(N)    100 14 28.96063(W) AD(       ) 1
 MM0359  NGVD 29 (07/19/86)  878.3    (m)         2882.     (f) VERT ANG       
 MM0359
 MM0359.Superseded values are not recommended for survey control.
 MM0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0359.See file dsdata.txt to determine how the superseded data were derived.
 MM0359
 MM0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM9678224600(NAD 83)
 MM0359_MARKER: DS = TRIANGULATION STATION DISK
 MM0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0359_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MM0359
 MM0359  HISTORY     - Date     Condition        Report By
 MM0359  HISTORY     - 1973     MONUMENTED       NGS
 MM0359
 MM0359                          STATION DESCRIPTION
 MM0359
 MM0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0359'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF THE
 MM0359'THOMAS-BLAINE COUNTY LINE, 3 MILES SOUTH OF THE DISMAL RIVER,
 MM0359'8.5 MILES SOUTHWEST OF DUNNING AND ON THE HIGHEST SAND HILL IN
 MM0359'THE VICINITY.  THE PROPERTY IS IN PASTURE AND OWNED BY
 MM0359'MR. JAMES SWEENEY, DUNNING, NEBRASKA.
 MM0359'
 MM0359'TO REACH THE STATION FROM THE POST OFFICE IN DUNNING GO WEST
 MM0359'ON MAIN STREET FOR 0.05 MILE TO THE FIRST CROSS STREET.  TURN
 MM0359'LEFT AND GO SOUTH AND WEST ON THE GRAVELED ROAD FOR 2.9 MILES
 MM0359'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTH AND WEST ON
 MM0359'THE MAIN TRAVELED ROAD FOR 4.8 MILES TO A SIDE ROAD RIGHT AND
 MM0359'SIGN ANNA AND LAWNY MC LAUGHLIN.  CONTINUE SOUTH ON THE GRAVELED
 MM0359'ROAD FOR 0.8 MILE TO A CATTLE GUARD.  CONTINUE SOUTH ON THE
 MM0359'GRAVELED ROAD FOR 0.4 MILE TO A DIM TRACK ROAD RIGHT AND A
 MM0359'WINDMILL ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE DIM
 MM0359'TRACK ROAD FOR 0.25 MILE TO A WINDMILL AND A GATE.  PASS
 MM0359'THROUGH THE GATE AND GO NORTH ALONG THE WEST SIDE OF A FENCE
 MM0359'FOR 0.4 MILE TO REFERENCE MARK 1 ON THE RIGHT, SET IN THE
 MM0359'FENCE LINE.  HERE TURN LEFT AND GO ACROSS COUNTRY FOR
 MM0359'0.4 MILE TO THE HIGHEST POINT IN THE VICINITY AND THE
 MM0359'STATION.  A FOUR-WHEEL-DRIVE IS NEEDED THE LAST 0.4 MILE.
 MM0359'
 MM0359'THE STATION MARKS ARE STANDARD DISKS STAMPED DISMAL 1973, THE
 MM0359'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 MM0359'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE
 MM0359'GROUND SURFACE.  IT IS 20 FEET NORTHWEST OF THE HIGHEST POINT
 MM0359'OF THE HILL.  THE UNDERGROUND DISK WAS SET ABOUT 42 INCHES
 MM0359'BELOW THE GROUND SURFACE.
 MM0359'
 MM0359'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DISMAL NO 1 1973,
 MM0359'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 MM0359'IN DIAMETER AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT
 MM0359'IS 1.4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN AND 0.5
 MM0359'FEET WEST OF A FENCE.
 MM0359'
 MM0359'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 MM0359'SWEENEY 1946, SET IN THE TOP OF A 6-INCH SQUARE PRECAST CONCRETE
 MM0359'POST THAT PROJECTS 18 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MM0359'ON THE APPARENT HIGHEST POINT OF THE HILL.
 MM0359'
 MM0359'THE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 MM0359'STAMPED SWEENEY NO 1 1946, SET IN THE TOP OF A 6-INCH SQUARE
 MM0359'PRECAST CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND
 MM0359'SURFACE.  IT IS 15 FEET LOWER THAN THE STATION.
 MM0359'
 MM0359'THE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 MM0359'STAMPED SWEENEY NO 2 1946, SET IN THE TOP OF A 6-INCH SQUARE
 MM0359'PRECAST CONCRETE POST THAT PROJECTS 30 INCHES ABOVE THE GROUND
 MM0359'SURFACE.  IT IS 16 FEET LOWER THAT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0788 ***********************************************************************
 LG0788  DESIGNATION -  DISTRICT 25
 LG0788  PID         -  LG0788
 LG0788  STATE/COUNTY-  NE/FILLMORE
 LG0788  USGS QUAD   -  FRIEND SW (1969)
 LG0788
 LG0788                         *CURRENT SURVEY CONTROL
 LG0788  ___________________________________________________________________
 LG0788* NAD 83(1995)-  40 34 04.59781(N)    097 27 53.53272(W)     ADJUSTED  
 LG0788* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 LG0788  ___________________________________________________________________
 LG0788  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 LG0788  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 LG0788
 LG0788  HORZ ORDER  -  SECOND
 LG0788
 LG0788.The horizontal coordinates were established by classical geodetic methods
 LG0788.and adjusted by the National Geodetic Survey in August 1997..
 LG0788
 LG0788.The orthometric height was scaled from a topographic map.
 LG0788
 LG0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0788
 LG0788.The geoid height was determined by GEOID03.
 LG0788
 LG0788;                    North         East     Units Scale Factor Converg.
 LG0788;SPC NE       -    84,710.221   714,604.790   MT  0.99979140   +1 40 48.1
 LG0788;UTM  14      - 4,491,928.846   629,948.573   MT  0.99980786   +0 59 54.6
 LG0788
 LG0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0788!SPC NE       -   0.99992716  x   0.99979140  =   0.99971857
 LG0788!UTM  14      -   0.99992716  x   0.99980786  =   0.99973503
 LG0788
 LG0788:                Primary Azimuth Mark                     Grid Az
 LG0788:SPC NE       -  EXETER TANK                              006 07 21.5
 LG0788:UTM  14      -  EXETER TANK                              006 48 15.0
 LG0788
 LG0788|---------------------------------------------------------------------|
 LG0788| PID    Reference Object                     Distance      Geod. Az  |
 LG0788|                                                           dddmmss.s |
 LG0788| LG0790 EXETER TANK                         APPROX. 8.5 KM 0074809.6 |
 LG0788| CN9166 DISTRICT 25 RM 1                     26.445 METERS 03727     |
 LG0788| LG0789 MILLIGAN MUNICIPAL TANK             APPROX. 9.8 KM 1395544.1 |
 LG0788| CN9167 DISTRICT 25 RM 2                     35.868 METERS 16052     |
 LG0788| CN9165 DISTRICT 25 AZ MK                                  1685849.3 |
 LG0788| LG0848 OHIOWA MUNICIPAL TANK               APPROX.17.5 KM 1763415.8 |
 LG0788| LG0936 GENEVA ST JOSEPH CH STEEPLE         APPROX.12.7 KM 2465419.2 |
 LG0788| LG0934 GENEVA FILLMORE CO CH BELFRY        APPROX.12.6 KM 2475725.0 |
 LG0788| LG0935 GENEVA MUNICIPAL STANDPIPE          APPROX.12.8 KM 2485310.0 |
 LG0788| LG0933 GENEVA STATE TRAINING SCH TANK      APPROX.13.0 KM 2542330.3 |
 LG0788| LG0932 FAIRMONT AIR BASE WATER TANK        APPROX. 8.8 KM 2863818.5 |
 LG0788| LG0926 FAIRMONT MUNICIPAL STANDPIPE        APPROX.12.8 KM 3064959.8 |
 LG0788|---------------------------------------------------------------------|
 LG0788
 LG0788                          SUPERSEDED SURVEY CONTROL
 LG0788
 LG0788  NAD 83(1986)-  40 34 04.60508(N)    097 27 53.53363(W) AD(       ) 2
 LG0788  NAD 27      -  40 34 04.58500(N)    097 27 52.35000(W) AD(       ) 2
 LG0788
 LG0788.Superseded values are not recommended for survey control.
 LG0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0788.See file dsdata.txt to determine how the superseded data were derived.
 LG0788
 LG0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2994991929(NAD 83)
 LG0788_MARKER: DS = TRIANGULATION STATION DISK
 LG0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0788
 LG0788  HISTORY     - Date     Condition        Report By
 LG0788  HISTORY     - 1950     MONUMENTED       CGS
 LG0788  HISTORY     - 1969     MARK NOT FOUND   USGS
 LG0788  HISTORY     - 1970     GOOD             NGS
 LG0788
 LG0788                          STATION DESCRIPTION
 LG0788
 LG0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0788'STATION IS LOCATED ABOUT 8 MILES EAST NORTHEAST OF GENEVA AND
 LG0788'5-1/2 MILES SOUTH SOUTHWEST OF EXETER ON THE SCHOOL GROUNDS OF
 LG0788'DISTRICT NO. 25.  STATION IS 63 FEET NORTHWEST OF THE NORTHWEST
 LG0788'CORNER OF SCHOOLHOUSE, 41 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 LG0788'OF DIRT ROAD AND 23 FEET SOUTHEAST OF FENCE CORNER.  THE MARK
 LG0788'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DISTRICT 25
 LG0788'1950.
 LG0788'
 LG0788'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE APPROXIMATE
 LG0788'CENTERLINE OF ROAD AND IN FENCELINE.  THE MARK PROJECTS ABOUT 6
 LG0788'INCHES AND THE DISK IS STAMPED DISTRICT 25 NO 1 1950.
 LG0788'
 LG0788'REFERENCE MARK NO. 2 IS 87 FEET SOUTH SOUTHWEST OF SOUTHWEST
 LG0788'CORNER OF SCHOOLHOUSE AND IN FENCELINE.  THE MARK PROJECTS ABOUT
 LG0788'6 INCHES AND THE DISK IS STAMPED DISTRICT 25 NO 2 1950.
 LG0788'
 LG0788'AZIMUTH MARK IS 30 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 LG0788'STATE ROUTE 76, 6 FEET NORTHEAST OF POWER POLE, 5 FEET NORTHEAST
 LG0788'OF WITNESS POST AND 4 FEET WEST OF FENCE.  THE MARK PROJECTS
 LG0788'ABOUT 6 INCHES AND THE DISK IS STAMPED DISTRICT 25 1950.
 LG0788'
 LG0788'TO REACH FROM THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 LG0788'GENEVA GO EAST ON STATE ROUTE 41 FOR 0.3 MILE TO JUNCTION WITH
 LG0788'U.S. HIGHWAY 81.  TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 81
 LG0788'AND STATE ROUTE 41 FOR 1.0 MILE TO JUNCTION.  TURN LEFT AND GO
 LG0788'EAST ON STATE HIGHWAY 41 FOR 7.0 MILES TO CROSSROADS.  TURN LEFT
 LG0788'AND GO NORTH FOR 3.65 MILES TO AZIMUTH MARK ON RIGHT OR EAST
 LG0788'SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.35 MILE TO
 LG0788'CROSSROADS AND SCHOOL AND STATION ON LEFT AS DESCRIBED.
 LG0788'
 LG0788'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0788
 LG0788                          STATION RECOVERY (1969)
 LG0788
 LG0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LG0788'STATION WAS SEARCHED FOR AND NOT FOUND.  ACCORDING TO THE
 LG0788'DESCRIPTION THE STATION MARK AND RM 2 WOULD NOW BE IN A
 LG0788'CULTIVATED CORN FIELD.
 LG0788'
 LG0788'RM 1 WOULD NOW BE IN THE DITCH OF THE ROAD THAT WAS REBUILT IN 1964.
 LG0788'
 LG0788'THE MAN THAT FARMS THIS LAND SAID THAT HE HAS BEEN CULTIVATING
 LG0788'THIS GROUND FOR SEVERAL YEARS AND HAS NEVER SEEN ANY OF THESE
 LG0788'MARKS.
 LG0788
 LG0788                          STATION RECOVERY (1970)
 LG0788
 LG0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0788'THE STATION MARK WAS SEARCHED FOR BUT NOT FOUND.  CONSIDERABLE TIME
 LG0788'WAS SPENT SEARCHING FOR THE UNDERGROUND MARK BUT THE MARK WAS NOT
 LG0788'RECOVERED.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED BY ROAD
 LG0788'CONSTRUCTION.  REFERENCE MARK NO. 2 WAS FOUND DISPLACED AND THE
 LG0788'OLD CONCRETE POST IS AT THE SOUTH SIDE OF THE OLD ABANDONED
 LG0788'SCHOOLHOUSE.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN
 LG0788'GOOD CONDITION.  THE OLD SCHOOLYARD IS NOW IN CULTIVATION.
 LG0788'
 LG0788'ANOTHER ATTEMPT WILL BE MADE AT A LATER DATE TRYING TO RECOVER THE
 LG0788'STATION UNDERGROUND MARK.
 LG0788'
 LG0788'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES ENE
 LG0788'OF GENEVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0417 ***********************************************************************
 LJ0417  DESIGNATION -  DISTRICT 41
 LJ0417  PID         -  LJ0417
 LJ0417  STATE/COUNTY-  NE/GOSPER
 LJ0417  USGS QUAD   -  CAMBRIDGE NE (1970)
 LJ0417
 LJ0417                         *CURRENT SURVEY CONTROL
 LJ0417  ___________________________________________________________________
 LJ0417* NAD 83(1995)-  40 24 58.54121(N)    100 04 33.74207(W)     ADJUSTED  
 LJ0417* NAVD 88     -       744.     (meters)    2441.     (feet)  SCALED    
 LJ0417  ___________________________________________________________________
 LJ0417  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 LJ0417  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 LJ0417
 LJ0417  HORZ ORDER  -  THIRD
 LJ0417
 LJ0417.The horizontal coordinates were established by classical geodetic methods
 LJ0417.and adjusted by the National Geodetic Survey in August 1997..
 LJ0417
 LJ0417.The orthometric height was scaled from a topographic map.
 LJ0417
 LJ0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0417
 LJ0417.The geoid height was determined by GEOID03.
 LJ0417
 LJ0417;                    North         East     Units Scale Factor Converg.
 LJ0417;SPC NE       -    64,726.219   493,547.345   MT  0.99983770   -0 03 01.4
 LJ0417;UTM  14      - 4,474,515.651   408,708.888   MT  0.99970259   -0 41 51.7
 LJ0417
 LJ0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0417!SPC NE       -   0.99988707  x   0.99983770  =   0.99972479
 LJ0417!UTM  14      -   0.99988707  x   0.99970259  =   0.99958969
 LJ0417
 LJ0417|---------------------------------------------------------------------|
 LJ0417| PID    Reference Object                     Distance      Geod. Az  |
 LJ0417|                                                           dddmmss.s |
 LJ0417| CN9169 DISTRICT 41 RM 1                     18.924 METERS 00645     |
 LJ0417| CN9170 DISTRICT 41 RM 2                     12.088 METERS 09255     |
 LJ0417| CN9168 DISTRICT 41 AZ MK                                  3381814.7 |
 LJ0417|---------------------------------------------------------------------|
 LJ0417
 LJ0417                          SUPERSEDED SURVEY CONTROL
 LJ0417
 LJ0417  NAD 83(1986)-  40 24 58.54552(N)    100 04 33.74743(W) AD(       ) 3
 LJ0417  NAD 27      -  40 24 58.52307(N)    100 04 32.26753(W) AD(       ) 3
 LJ0417
 LJ0417.Superseded values are not recommended for survey control.
 LJ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0417.See file dsdata.txt to determine how the superseded data were derived.
 LJ0417
 LJ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0870974516(NAD 83)
 LJ0417_MARKER: DS = TRIANGULATION STATION DISK
 LJ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0417
 LJ0417  HISTORY     - Date     Condition        Report By
 LJ0417  HISTORY     - 1951     MONUMENTED       CGS
 LJ0417
 LJ0417                          STATION DESCRIPTION
 LJ0417
 LJ0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0417'THE STATION IS LOCATED ABOUT 10.5 MILES NORTHEAST OF CAMBRIDGE,
 LJ0417'8.5 MILES NORTHWEST OF HOLBROOK AND AT THE SOUTH EDGE OF A
 LJ0417'SCHOOLYARD.  IT IS 82.0 FEET SOUTH OF THE SOUTHEAST CORNER OF
 LJ0417'THE SCHOOLHOUSE, 74.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LJ0417'GRADED ROAD AND 3.0 FEET NORTH OF A EAST-WEST FENCE LINE.  IT
 LJ0417'PROJECTS 3 INCES AND IS STAMPED DISTRICT 41 1951.
 LJ0417'
 LJ0417'REFERENCE MARK NO. 1 IS 74.0 FEET WEST OF THE CENTER OF A
 LJ0417'NORTH-SOUTH GRADED ROAD, 20.0 FEET SOUTH OF THE SOUTHEAST
 LJ0417'CORNER OF THE SCHOOLHOUSE.  IT IS SET IN THE SOUTHWEST CORNER
 LJ0417'OF A CEMENT WELL PLATFORM AND IS A STANDARD REFERENCE MARK
 LJ0417'DISK STAMPED DISTRICT 41 NO 1 1951.
 LJ0417'
 LJ0417'REFERENCE MARK NO. 2 IS 34.0 FEET WEST OF THE CENTER OF A
 LJ0417'NORTH-SOUTH ROAD, 6.0 FEET NORTH OF A TELEPHONE POLE AND 2.0
 LJ0417'FEET EAST OF A FENCE CORNER.  IT PROJECTS 4 INCHES AND IS
 LJ0417'STAMPED DISTRICT 41 NO 2 1951.
 LJ0417'
 LJ0417'THE DISTANCE BETWEEN REFERENCE MARKS IS 71.4.
 LJ0417'
 LJ0417'THE AZIMUTH MARK IS 36.0 FEET SOUTH OF THE CENTER OF A
 LJ0417'EAST-WEST GRADED ROAD, 1.0 FOOT SOUTH OF A EAST-WEST FENCE
 LJ0417'LINE.  IT PROJECTS 2 INCHES AND IS STAMPED DISTRICT 41 1951.
 LJ0417'
 LJ0417'TO REACH THE STATION FROM THE DEPOT IN CAMBRIDGE, GO NORTH
 LJ0417'FOR 0.1 MILE TO U.S. HIGHWAYS 6 AND 34, TURN RIGHT, EAST AND
 LJ0417'GO 1.9 MILE TO A T ROAD NORTH.  TURN LEFT, NORTH AND FOLLOW
 LJ0417'MAIN TRAVELED ROAD NORTH AND EAST MAKING SEVERAL JOGS FOR 3.9
 LJ0417'MILE TO A CROSSROAD.  TURN RIGHT, EAST AND FOLLOW MAIN TRAVELED
 LJ0417'ROAD FOR 2.4 MILE TO A T ROAD JUNCTION, TURN RIGHT, EAST,
 LJ0417'ON A GRADED ROAD FOR 1.5 MILE TO A CROSSROAD.  TURN LEFT,
 LJ0417'NORTH, ON A GRADED ROAD FOR 1.5 MILE TO A SCHOOLHOUSE AND THE
 LJ0417'STATION ON THE LEFT AS DESCRIBED.
 LJ0417'
 LJ0417'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRADED
 LJ0417'ROAD FOR 0.5 MILE TO A CROSSROAD, TURN LEFT, WEST, ON A GRADED
 LJ0417'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1144 ***********************************************************************
 ML1144  DESIGNATION -  DIVIDE
 ML1144  PID         -  ML1144
 ML1144  STATE/COUNTY-  NE/SHERMAN
 ML1144  USGS QUAD   -  LITCHFIELD NE (1951)
 ML1144
 ML1144                         *CURRENT SURVEY CONTROL
 ML1144  ___________________________________________________________________
 ML1144* NAD 83(1995)-  41 11 21.09397(N)    099 03 07.56854(W)     ADJUSTED  
 ML1144* NAVD 88     -       722.     (meters)    2369.     (feet)  SCALED    
 ML1144  ___________________________________________________________________
 ML1144  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 ML1144  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ML1144
 ML1144  HORZ ORDER  -  FIRST
 ML1144
 ML1144.The horizontal coordinates were established by classical geodetic methods
 ML1144.and adjusted by the National Geodetic Survey in August 1997..
 ML1144
 ML1144.The orthometric height was scaled from a topographic map.
 ML1144
 ML1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1144
 ML1144.The geoid height was determined by GEOID03.
 ML1144
 ML1144;                    North         East     Units Scale Factor Converg.
 ML1144;SPC NE       -   150,971.016   579,495.527   MT  0.99967378   +0 37 41.4
 ML1144;UTM  14      - 4,559,760.908   495,630.664   MT  0.99960023   -0 02 03.5
 ML1144
 ML1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1144!SPC NE       -   0.99989047  x   0.99967378  =   0.99956428
 ML1144!UTM  14      -   0.99989047  x   0.99960023  =   0.99949074
 ML1144
 ML1144|---------------------------------------------------------------------|
 ML1144| PID    Reference Object                     Distance      Geod. Az  |
 ML1144|                                                           dddmmss.s |
 ML1144| CN9171 DIVIDE RM 1                          29.195 METERS 00118     |
 ML1144| ML1117 LOUP CITY REA RADIO MAST            APPROX.12.8 KM 0355326.7 |
 ML1144| CN9172 DIVIDE RM 2 AZIMUTH                                1805812.3 |
 ML1144| CN9173 DIVIDE RM 3                          18.682 METERS 26139     |
 ML1144|---------------------------------------------------------------------|
 ML1144
 ML1144                          SUPERSEDED SURVEY CONTROL
 ML1144
 ML1144  NAD 83(1986)-  41 11 21.10139(N)    099 03 07.57211(W) AD(       ) 1
 ML1144  NAD 27      -  41 11 21.06600(N)    099 03 06.25500(W) AD(       ) 1
 ML1144
 ML1144.Superseded values are not recommended for survey control.
 ML1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1144.See file dsdata.txt to determine how the superseded data were derived.
 ML1144
 ML1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9563159761(NAD 83)
 ML1144_MARKER: V = STONE MONUMENT
 ML1144_SETTING: 0 = UNSPECIFIED SETTING
 ML1144
 ML1144  HISTORY     - Date     Condition        Report By
 ML1144  HISTORY     - 1899     MONUMENTED       CGS
 ML1144  HISTORY     - 1933     GOOD             CGS
 ML1144  HISTORY     - 1951     GOOD             CGS
 ML1144
 ML1144                          STATION DESCRIPTION
 ML1144
 ML1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1144'THIS STATION IS THE NW. 1/4 SEC. 16, T. 14 N., R. 15 W., 24
 ML1144'FEET EAST AND 1,078 FEET SOUTH OF THE NORTHWEST CORNER OF
 ML1144'THE SECTION, ON THE CREST OF THE HIGHEST HILL IN THE SECTION
 ML1144'AND 0.7 MILE EAST AND 1.0 MILE SOUTH OF THE TOWN DIVIDE,
 ML1144'AND ABOUT 10 MILES SOUTHWEST OF LOUP CITY.  THE SURFACE MARK
 ML1144'IS A MARBLE POST 8 INCHES SQUARE AND 2.3 TO 2.6 FEET LONG,
 ML1144'PLACED WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO
 ML1144'V-SHAPED GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT
 ML1144'IN ITS TOP.  THE UNDERGROUND MARK IS AN EARTHENWARE CROCK,
 ML1144'BURIED FROM 2.7 TO 3.5 FEET BELOW THE SURFACE, WITH BOTTOM
 ML1144'UPWARD AND WITH A SMALL DRILL HOLE IN THE BOTTOM.  THE
 ML1144'AZIMUTHS TO CERTAIN POINTS ARE--TO THE POST OFFICE AT DIVIDE,
 ML1144'140 DEG 14 MIN 03 SEC.  TO THE NORTHWEST CORNER OF SEC. 16,
 ML1144'178 DEG 10 MIN.  TO THE CHIMNEY OF THE YELLOW HOUSE ON A
 ML1144'HILL NORTH OF LOUP CITY, 217 DEG 38 MIN 47 SEC.
 ML1144
 ML1144                          STATION RECOVERY (1933)
 ML1144
 ML1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1144'ABOUT 7 MILES SOUTHWEST OF LOUP CITY IN NORTHWEST QUARTER
 ML1144'SEC. 16, T. 14 N., R. 15 W., ON LAND OWNED EITHER BY R.H. WILLIAMS,
 ML1144'AURORA, NEBR., OR MR. HANSON (RESIDENCE UNKNOWN).  THERE IS
 ML1144'SOME DOUBT AS TO WHAT SECTION THE STATION IS IN BECAUSE ACCORDING
 ML1144'TO OLD DESCRIPTIONS AND AZIMUTH TO SECTION CORNER, THE STATION
 ML1144'IS IN SEC. 16 OWNED BY HANSON.  HOWEVER, ACCORDING TO FENCE,
 ML1144'STATION IS IN SEC. 17, OWNED BY WILLIAMS.  IT IS POSSIBLE THAT
 ML1144'STATION IS IN ROAD ALLOWANCE BETWEEN SECTIONS.  NO ROAD HAS
 ML1144'BEEN LAID OUT.
 ML1144'
 ML1144'REACHED FROM LITCHFIELD ON STATE HIGHWAY 2, BY FOLLOWING THIS
 ML1144'HIGHWAY EAST 3.5 MILES TO ANGLE WHERE IT TURNS SOUTH.  CONTINUE
 ML1144'STRAIGHT EAST ON COUNTY ROAD 6 FOR 2.0 MILES, THENCE NORTH
 ML1144'1.5 MILES TO GATE AT SOUTHEAST CORNER OF PASTURE, ENTER GATE
 ML1144'AND FOLLOW FARM TRAIL NORTHWEST INTO CANYON AND UP CANYON
 ML1144'TO HEAD, DISTANCE 0.95 MILE FROM GATE.  THENCE SOUTHEAST
 ML1144'0.15 MILE TO STATION.
 ML1144'
 ML1144'THE STATION WAS RECOVERED IN GOOD CONDITION, THE 8-INCH SQUARE
 ML1144'MARBLE SURFACE MARK WAS ENCASED IN A BLOCK OF CONCRETE 18
 ML1144'INCHES SQUARE AND FLUSH WITH THE GROUND.  MARK IS ON HIGHEST
 ML1144'POINT OF SMOOTH RIDGE IN PRAIRIE GRASS HAYFIELD, 6.3 FEET WEST
 ML1144'OF FENCE LINE.
 ML1144'
 ML1144'THREE REFERENCE MARKS WERE ESTABLISHED AS FOLLOWS--
 ML1144'
 ML1144'REFERENCE MARK NO. 1 IS NORTH OF STATION 1 FOOT WEST OF FENCE
 ML1144'LINE.  REFERENCE MARK NO. 2 IS SOUTH OF STATION IN NORTH-AND-SOUTH
 ML1144'FENCE LINE.  REFERENCE MARK NO. 3 IS WEST OF STATION.  ALL
 ML1144'MARKS STAMPED DIVIDE 1933 AND SET 4 INCHES ABOVE GROUND.
 ML1144
 ML1144                          STATION RECOVERY (1951)
 ML1144
 ML1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1144'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 ML1144'REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND TO BE IN GOOD
 ML1144'CONDITION.  A DIFFERENCE WAS FOUND IN THE DIRECTIONS TO THE
 ML1144'REFERENCE MARKS.
 ML1144'
 ML1144'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 ML1144'
 ML1144'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHWEST OF LOUP
 ML1144'CITY IN THE EAST EDGE OF A PASTURE NEAR THE SOUTHEAST END
 ML1144'OF A NORTHWEST-SOUTHEAST RIDGE, 5 FEET WEST OF A NORTH-SOUTH
 ML1144'FENCE LINE.  IT IS AN 8 INCH SQUARE MARBLE POST ENCASED IN
 ML1144'CONCRETE AND IS FLUSH WITH THE GROUND SURFACE.  A CROSS AND
 ML1144'THE LETTERS USCS ARE CUT IN TOP OF THE POST.
 ML1144'
 ML1144'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF PASTURE, 2 FEET
 ML1144'WEST OF A NORTH-SOUTH FENCE LINE AND IS ON THE SAME ELEVATION
 ML1144'AS THE STATION.  IT IS STAMPED DIVIDE NO 1 1933 AND PROJECTS
 ML1144'2 INCHES.
 ML1144'
 ML1144'REFERENCE MARK NO. 3 IS ON THE WEST SLOPE OF HILL, 59 FEET
 ML1144'WEST OF A NORTH-SOUTH FENCE LINE AND IS ABOUT 3 FEET LOWER
 ML1144'IN ELEVATION THAN THE STATION.  IT IS STAMPED DIVIDE NO 3 1933
 ML1144'AND IS FLUSH WITH THE GROUND SURFACE.
 ML1144'
 ML1144'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 118.17 FEET.
 ML1144'
 ML1144'REFERENCE MARK NO. 2, USED AS AN AZIMUTH MARK, IS IN THE
 ML1144'WEST EDGE OF A PASTURE, 231 YARDS NORTH OF THE CENTER OF AN
 ML1144'EAST-WEST ROAD, 1 FOOT NORTHEAST OF A WITNESS POST AND 1
 ML1144'FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED DIVIDE
 ML1144'NO 2 1933 AND IS FLUSH WITH THE GROUND SURFACE.
 ML1144'
 ML1144'TO REACH THE STATION FROM THE POST OFFICE IN RAVENNA, GO NORTH
 ML1144'FOR 1.4 MILES TO STATE HIGHWAY 45, TURN LEFT AND GO WEST ON
 ML1144'STATE HIGHWAY 45 FOR 3.3 MILES TO JUNCTION WITH STATE HIGHWAY
 ML1144'10.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 10 FOR 9.0 MILES
 ML1144'TO A T ROAD LEFT, TURN LEFT AND GO WEST ON GRAVELED ROAD FOR
 ML1144'4.0 MILES TO A POINT WHERE MAIN ROAD CURVES SOUTH.  (AZIMUTH
 ML1144'MARK IS JUST NORTH IN PASTURE AS DESCRIBED.) CONTINUE WEST
 ML1144'ON DIRT ROAD FOR 0.5 MILE TO A WIRE GATE ON RIGHT, PASS
 ML1144'THROUGH GATE AND GO NORTH, EAST AND NORTH ON TRACK ROAD FOR
 ML1144'1.0 MILE TO A FORK, TAKE RIGHT FORK AND GO EAST AND
 ML1144'SOUTHEAST ON DIM TRACK ROAD ALONG TOP OF RIDGE FOR 0.4
 ML1144'MILE TO STATION IN EAST EDGE OF PASTURE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0590 ***********************************************************************
 MN0590  DESIGNATION -  DIX
 MN0590  PID         -  MN0590
 MN0590  STATE/COUNTY-  NE/KIMBALL
 MN0590  USGS QUAD   -  OWASCO (1972)
 MN0590
 MN0590                         *CURRENT SURVEY CONTROL
 MN0590  ___________________________________________________________________
 MN0590* NAD 83(1995)-  41 11 32.61388(N)    103 31 00.98556(W)     ADJUSTED  
 MN0590* NAVD 88     -      1464.     (meters)    4803.     (feet)  SCALED    
 MN0590  ___________________________________________________________________
 MN0590  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 MN0590  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 MN0590
 MN0590  HORZ ORDER  -  FIRST
 MN0590
 MN0590.The horizontal coordinates were established by classical geodetic methods
 MN0590.and adjusted by the National Geodetic Survey in August 1997..
 MN0590
 MN0590.The orthometric height was scaled from a topographic map.
 MN0590
 MN0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0590
 MN0590.The geoid height was determined by GEOID03.
 MN0590
 MN0590;                    North         East     Units Scale Factor Converg.
 MN0590;SPC NE       -   156,888.424   205,141.323   MT  0.99967348   -2 19 50.4
 MN0590;UTM  13      - 4,561,175.007   624,366.060   MT  0.99979035   +0 58 36.7
 MN0590
 MN0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0590!SPC NE       -   0.99977344  x   0.99967348  =   0.99944699
 MN0590!UTM  13      -   0.99977344  x   0.99979035  =   0.99956384
 MN0590
 MN0590:                Primary Azimuth Mark                     Grid Az
 MN0590:SPC NE       -  DIX MUNICIPAL TANK                       031 04 49.0
 MN0590:UTM  13      -  DIX MUNICIPAL TANK                       027 46 21.9
 MN0590
 MN0590|---------------------------------------------------------------------|
 MN0590| PID    Reference Object                     Distance      Geod. Az  |
 MN0590|                                                           dddmmss.s |
 MN0590| MN0568 DIX MUNICIPAL TANK                  APPROX. 5.3 KM 0284458.6 |
 MN0590| MN0560 POTTER MUNICIPAL TANK               APPROX.17.0 KM 0794808.0 |
 MN0590| CP6997 DIX AZ MK                                          0911206.0 |
 MN0590| MN0592 DIX AZ MK 2                         APPROX. 0.6 KM 0925927.0 |
 MN0590| MN0593 DIX 2                               137.721 METERS 12903     |
 MN0590| CP7000 DIX RM 3                             18.227 METERS 13057     |
 MN0590| CP6998 DIX RM 1                             26.268 METERS 15428     |
 MN0590| CP7001 DIX RM 4                             23.592 METERS 21934     |
 MN0590| CP6999 DIX RM 2                             38.242 METERS 23539     |
 MN0590| MN0607 KIMBALL WATER TANK BEACON           APPROX.13.3 KM 2910014.9 |
 MN0590|---------------------------------------------------------------------|
 MN0590
 MN0590                          SUPERSEDED SURVEY CONTROL
 MN0590
 MN0590  NAD 83(1995)-  41 11 32.61232(N)    103 31 00.98482(W) AD(       ) 1
 MN0590  NAD 83(1986)-  41 11 32.60646(N)    103 31 00.98483(W) AD(       ) 1
 MN0590  NAD 27      -  41 11 32.67500(N)    103 30 59.21210(W) AD(       ) 1
 MN0590
 MN0590.Superseded values are not recommended for survey control.
 MN0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0590.See file dsdata.txt to determine how the superseded data were derived.
 MN0590
 MN0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2436661175(NAD 83)
 MN0590_MARKER: DS = TRIANGULATION STATION DISK
 MN0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0590
 MN0590  HISTORY     - Date     Condition        Report By
 MN0590  HISTORY     - 1934     MONUMENTED       CGS
 MN0590  HISTORY     - 1956     GOOD             CGS
 MN0590  HISTORY     - 1960     GOOD             CGS
 MN0590  HISTORY     - 1963     GOOD             CGS
 MN0590  HISTORY     - 1972     GOOD             NGS
 MN0590  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MN0590
 MN0590                          STATION DESCRIPTION
 MN0590
 MN0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0590'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHWEST OF
 MN0590'DIX AND IS ON THE HIGHEST POINT OF A BARE HILL IN SEC. 9,
 MN0590'T. 54 N., R. 14 W.  IT IS ON LAND OWNED BY THE YOUND ESTATE,
 MN0590'G.A. YOUNG OF KIMBALL, NEBR., EXECUTOR.
 MN0590'
 MN0590'THE STATION MARK IS 97 FEET NORTH OF THE CENTERLINE OF THE
 MN0590'GRADED EAST-WEST SECTION-LINE ROAD THAT PASSES OVER THE HILL
 MN0590'AND PROJECTS 3 INCHES.
 MN0590'
 MN0590'TO REACH THE STATION FROM DIX, A SMALL TOWN ON U.S. HIGHWAY
 MN0590'30 AND THE UNION PACIFIC RAILROAD, GO SOUTH FROM THE INTERSECTION
 MN0590'A GRADED ROAD, NORTH-SOUTH ROAD AND U.S. HIGHWAY 30 IN THE
 MN0590'WEST EDGE OF TOWN, 3.0 MILES TO A GRADED CROSS ROAD.  HERE
 MN0590'TURN RIGHT (WEST) AND GO 0.5 MILE TO THE AZIMUTH MARK IN THE
 MN0590'RIGHT-OF-WAY FENCE ON THE LEFT SIDE OF THE ROAD.  CONTINUE
 MN0590'WEST ON GRADE 0.8 MILE TO TOP OF GRADE.  HERE LEAVE ROAD,
 MN0590'TURN RIGHT (NORTH) AND GO 30 YARDS TO THE STATION.
 MN0590'
 MN0590'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0590'BRONZE DISKS SET AS DESCRIBED.
 MN0590'
 MN0590'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 19
 MN0590'FEET NORTH OF THE CENTERLINE OF THE ABOVE-MENTIONED ROAD AND
 MN0590'PROJECTS 4 INCHES.
 MN0590'
 MN0590'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 21
 MN0590'FEET NORTH OF THE CENTERLINE OF THE ABOVE-MENTIONED ROAD
 MN0590'AND PROJECTS 4 INCHES.
 MN0590'
 MN0590'AZIMUTH MARK IS EAST OF THE STATION, IN THE RIGHT-OF-WAY
 MN0590'FENCE ON THE SOUTH SIDE OF THE ABOVE-MENTIONED ROAD AND
 MN0590'PROJECTS 4 INCHES.
 MN0590'
 MN0590'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 MN0590
 MN0590                          STATION RECOVERY (1956)
 MN0590
 MN0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 MN0590'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MN0590'IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 1 WHICH WAS
 MN0590'FOUND DESTROYED AND THE AZIMUTH MARK WAS NOT RECOVERED AND
 MN0590'IS BELIEVED TO BE DESTROYED WHEN THE ROAD WAS GRADED.  REFERENCE
 MN0590'MARK NO. 3 WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MN0590'
 MN0590'STATION IS LOCATED ABOUT 3 AND 1/2 MILES SOUTH-SOUTHWEST OF
 MN0590'THE SMALL TOWN OF DIX AND IS ON THE HIGHEST POINT OF A BARE
 MN0590'HILL IN SEC. 9, T. 54 N., R. 14 W. AND 100 FEET NORTH OF
 MN0590'THE CENTER OF GRADED ROAD THAT PASSES OVER THE HILL.  THE
 MN0590'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DIX 1934.
 MN0590'
 MN0590'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 27 FEET NORTH
 MN0590'OF THE CENTER OF GRADED ROAD, AND 27 FEET EAST OF THE CENTER
 MN0590'OF A FIELD ENTRANCE.  THE MARK PROJECTS 2 INCHES AND THE
 MN0590'DISK IS STAMPED DIX NO 2 1934.
 MN0590'
 MN0590'REFERENCE MARK NO. 3 IS SOUTHEAST OF THE STATION AND 60 FEET
 MN0590'NORTH OF THE CENTER OF GRADED ROAD.  THE MARK PROJECTS 6 INCHES
 MN0590'AND THE DISK IS STAMPED DIX NO 3 1934.
 MN0590'
 MN0590'TO REACH THE STATION FROM THE DIX RAILROAD STATION, GO WEST
 MN0590'2 BLOCKS.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO NEW U.S.
 MN0590'HIGHWAY 30.  CROSS HIGHWAY AND CONTINUE SOUTH FOR 2.0 MILES
 MN0590'TO CROSSROADS.  TURN RIGHT AND GO WEST FOR 1.3 MILES TO STATION
 MN0590'ON THE RIGHT.
 MN0590
 MN0590                          STATION RECOVERY (1960)
 MN0590
 MN0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0590'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 MN0590'DESCRIBED.  REFERENCE MARK NO. 1 HAS BEEN MOVED AND RESTAMPED
 MN0590'AND THE AZIMUTH MARK WAS DESTROYED.  A NEW DESCRIPTION FOLLOWS.
 MN0590'
 MN0590'THE STATION IS LOCATED 6-1/2 MILES EAST-SOUTHEAST OF KIMBALL,
 MN0590'4 MILES SOUTH-SOUTHWEST OF DIX ON THE HIGHEST POINT OF A BARE
 MN0590'HILL IN THE SOUTH EDGE OF SECTION 9, T. 54 N., R. 14 W. ON
 MN0590'PROPERTY OWNED BY MR. A.W. KENTON.
 MN0590'
 MN0590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0590'AND STATE SPUR 130 ABOUT 1 MILE SOUTH OF THE SMALL TOWN OF
 MN0590'DIX GO SOUTH ON A GRAVELED ROAD FOR 2 MILES TO A CROSSROAD.
 MN0590'TURN RIGHT, WEST, AND GO 0.9 MILE TO THE AZIMUTH MARK ON THE
 MN0590'RIGHT AS DESCRIBED.  FROM THE AZIMUTH MARK CONTINUE STRAIGHT
 MN0590'AHEAD, WEST, AND GO 0.4 MILE TO THE STATION ON THE RIGHT AS
 MN0590'DESCRIBED.
 MN0590'
 MN0590'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MN0590'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND
 MN0590'IS STAMPED DIX 1934.  IT IS 105 FEET NORTH OF THE CENTER OF
 MN0590'A GRAVELED ROAD.
 MN0590'
 MN0590'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 MN0590'A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 MN0590'AND IS STAMPED DIX NO 2 1934.  IT IS 28 FEET NORTH OF THE
 MN0590'CENTER OF A GRAVELED ROAD.
 MN0590'
 MN0590'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF
 MN0590'A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 MN0590'AND IS STAMPED DIX NO 3 1934.  IT IS 62 FEET NORTH OF THE
 MN0590'CENTER OF A GRAVELED ROAD AND 48 FEET WEST OF THE EAST EDGE
 MN0590'OF THE HILL.
 MN0590'
 MN0590'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MN0590'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND
 MN0590'IS STAMPED DIX 1934 1960.  IT IS 42 FEET NORTH OF THE CENTER
 MN0590'OF A GRAVELED ROAD, 28 FEET EAST OF THE CENTER OF A DIRT
 MN0590'ROAD AND 2 FEET SOUTH OF A METAL SIGN (MAGNOLIA PETROLEUM
 MN0590'COMPANY).
 MN0590
 MN0590                          STATION RECOVERY (1963)
 MN0590
 MN0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0590'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 MN0590'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 MN0590'
 MN0590'THE STATION IS LOCATED 3-1/2 MILES SOUTH-SOUTHWEST OF DIX,
 MN0590'IN THE SW 1/4 OF SECTION 9, T. 54 N., R. 14 W, ON PROPERTY
 MN0590'OWNED BY THE YOUNG ESTATE.
 MN0590'
 MN0590'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST WEST
 MN0590'OF THE DEPOT IN DIX, GO SOUTH ON GRAVELED ROAD FOR 1.0 MILE
 MN0590'TO U.S. HIGHWAY 30.  CONTINUE SOUTH FOR 2.0 MILES TO A CROSSROAD.
 MN0590'TURN RIGHT AND GO WEST FOR 0.9 MILE TO THE AZIMUTH MARK ON
 MN0590'THE RIGHT.  CONTINUE WEST FOR 0.4 MILE TO THE TOP OF THE HILL
 MN0590'AND THE STATION ON THE RIGHT.
 MN0590'
 MN0590'THE STATION MARK IS A STANDARD DISK STAMPED DIX 1934, SET
 MN0590'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MN0590'2-INCHES.  IT IS 101 FEET NORTH OF THE CENTER OF A GRAVELED
 MN0590'ROAD AND 7.1 FEET EAST OF THE WITNESS POST.
 MN0590'
 MN0590'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DIX NO 3 1934,
 MN0590'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MN0590'PROJECTS 6-INCHES.  IT IS 65.5 FEET SOUTHEAST OF THE WITNESS
 MN0590'POST AND 60 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.
 MN0590'
 MN0590'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DIX NO 2 1934,
 MN0590'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MN0590'PROJECTS 2-INCHES.  IT IS 119.9 FEET SOUTHWEST OF THE WITNESS
 MN0590'POST AND 29 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.
 MN0590'
 MN0590'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DIX 1934 1960,
 MN0590'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MN0590'PROJECTS 6-INCHES.  IT IS 40 FEET NORTH OF THE CENTER OF A
 MN0590'GRAVELED ROAD, 30 FEET EAST OF THE CENTER OF A GRAVELED ROAD
 MN0590'AND 2.0 FEET WEST OF THE WITNESS POST.
 MN0590'
 MN0590'DIST. BETWEEN R.M.S 152.09 FT. 46.357 M.
 MN0590
 MN0590                          STATION RECOVERY (1972)
 MN0590
 MN0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MN0590'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 MN0590'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2
 MN0590'WAS IN THE ROAD DITCH AND EXPOSED ON ITS SOUTH SIDE.  REFERENCE
 MN0590'MARK 4 WAS ESTABLISHED THIS DATE.  THE DISTANCE TO REFERENCE
 MN0590'MARK 3 COMPARED GOOD WITH THE PREVIOUS DISTANCE.  THE DIRECTION
 MN0590'TO THE AZIMUTH MARK AND REFERENCE MARK 3 COMPARED GOOD WITH
 MN0590'THE PREVIOUS DIRECTIONS.  THE DESCRIPTION OF THE STATION
 MN0590'IS ADEQUATE FOR RECOVERY WITH THE ADDITIONAL NOTES AND A
 MN0590'DESCRIPTION FOR REFERENCE MARK 4.
 MN0590'
 MN0590'THE STATION IS 73 FEET NORTH-NORTHEAST OF A POWER POLE AND
 MN0590'78.3 FEET NORTHEAST OF THE WITNESS POST SET BY REFERENCE
 MN0590'MARK 4.
 MN0590'
 MN0590'REFERENCE MARK 3 IS 88 FEET EAST-NORTHEAST OF THE POWER POLE.
 MN0590'
 MN0590'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DIX 1934 NO 4
 MN0590'1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 MN0590'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 39
 MN0590'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 9.3 FEET WEST
 MN0590'OF THE POWER POLE AND 1.6 FEET EAST OF THE METAL WITNESS
 MN0590'POST.
 MN0590'
 MN0590'NO ADDITIONAL NOTES FOR THE AZIMUTH MARK.
 MN0590'
 MN0590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 MN0590'SOUTH-SOUTHWEST OF DIX.
 MN0590
 MN0590                          STATION RECOVERY (1977)
 MN0590
 MN0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0590'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK 1960
 MN0590'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE HILL THE STATION
 MN0590'MARK AND THE REFERENCE MARKS ARE ON WILL BE LOWERED AND THE MARK
 MN0590'DESTROYED.  THIS DATE STATION DIX 2 AND REFERENCE MARKS 5 AND 6
 MN0590'WERE ESTABLISHED ON ANOTHER HILL JUST SOUTHEAST THAT WILL NOT BE
 MN0590'DISTRUBED.  THE KIMBALL COUNTY ENGINEER WAS AT THE STATION SITE
 MN0590'THIS DATE AND HE ASSISTED IN LOCATING THE SITE FOR STATION DIX
 MN0590'2 THAT IS NOW LOCATED IN A SCHOOL SECTION AND THE PERMISSION
 MN0590'WAS GRANTED.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS 3
 MN0590'AND 4 CHECKED THE PREVIOUS DATA FAVORABLY.
 MN0590'
 MN0590'SEE DESCRIPTION FOR DIX 2.
 MN0590'
 MN0590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5 MILES
 MN0590'SOUTHWEST OF DIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0593 ***********************************************************************
 MN0593  DESIGNATION -  DIX 2
 MN0593  PID         -  MN0593
 MN0593  STATE/COUNTY-  NE/KIMBALL
 MN0593  USGS QUAD   -  OWASCO (1972)
 MN0593
 MN0593                         *CURRENT SURVEY CONTROL
 MN0593  ___________________________________________________________________
 MN0593* NAD 83(1995)-  41 11 29.80104(N)    103 30 56.39623(W)     ADJUSTED  
 MN0593* NAVD 88     -      1462.     (meters)    4797.     (feet)  SCALED    
 MN0593  ___________________________________________________________________
 MN0593  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 MN0593  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 MN0593
 MN0593  HORZ ORDER  -  SECOND
 MN0593
 MN0593.The horizontal coordinates were established by classical geodetic methods
 MN0593.and adjusted by the National Geodetic Survey in August 1997..
 MN0593.No horizontal observational check was made to the station.
 MN0593
 MN0593.The orthometric height was scaled from a topographic map.
 MN0593
 MN0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0593
 MN0593.The geoid height was determined by GEOID03.
 MN0593
 MN0593;                    North         East     Units Scale Factor Converg.
 MN0593;SPC NE       -   156,797.403   205,244.617   MT  0.99967355   -2 19 47.4
 MN0593;UTM  13      - 4,561,090.088   624,474.447   MT  0.99979069   +0 58 39.6
 MN0593
 MN0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0593!SPC NE       -   0.99977375  x   0.99967355  =   0.99944738
 MN0593!UTM  13      -   0.99977375  x   0.99979069  =   0.99956449
 MN0593
 MN0593|---------------------------------------------------------------------|
 MN0593| PID    Reference Object                     Distance      Geod. Az  |
 MN0593|                                                           dddmmss.s |
 MN0593| CP7002 DIX 2 RM 5                            7.448 METERS 06740     |
 MN0593| MN0592 DIX AZ MK 2                         459.928 METERS 0825019.0 |
 MN0593| CP7003 DIX 2 RM 6                            9.953 METERS 16229     |
 MN0593| MN0590 DIX                                 137.721 METERS 30903     |
 MN0593|---------------------------------------------------------------------|
 MN0593
 MN0593                          SUPERSEDED SURVEY CONTROL
 MN0593
 MN0593  NAD 83(1995)-  41 11 29.79948(N)    103 30 56.39549(W) AD(       ) 2
 MN0593  NAD 83(1986)-  41 11 29.79352(N)    103 30 56.39528(W) AD(       ) 2
 MN0593  NAD 27      -  41 11 29.86212(N)    103 30 54.62289(W) AD(       ) 2
 MN0593
 MN0593.Superseded values are not recommended for survey control.
 MN0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0593.See file dsdata.txt to determine how the superseded data were derived.
 MN0593
 MN0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2447461090(NAD 83)
 MN0593_MARKER: DS = TRIANGULATION STATION DISK
 MN0593_SETTING: 66 = SET IN ROCK OUTCROP
 MN0593
 MN0593  HISTORY     - Date     Condition        Report By
 MN0593  HISTORY     - 1977     MONUMENTED       NGS
 MN0593
 MN0593                          STATION DESCRIPTION
 MN0593
 MN0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0593'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH-SOUTHWEST OF DIX, ON
 MN0593'A HIGH ROCKY HILL IN SEC. 16, T 54 N, R 14 W, STATE PROPERTY
 MN0593'KNOWN AS A SCHOOL SECTION.
 MN0593'
 MN0593'TO REACH THE STATION FROM THE DIX INTERCHANGE OF INTERSTATE 80, 1.0
 MN0593'MILE SOUTH OF DIX, GO SOUTH ON A SURFACED ROAD FOR 2.0 MILES TO
 MN0593'A CROSSROAD, TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.9
 MN0593'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST ON THE
 MN0593'GRAVELED ROAD 0.3 MILE TO THE STATION ON THE LEFT ON TOP OF A
 MN0593'ROCKY HILL.
 MN0593'
 MN0593'THE STATION MARK IS A STANDARD DISK STAMPED DIX 2 1977, CEMENTED
 MN0593'IN A DRILL HOLE IN BEDROCK AND ABOUT 6 INCHES BELOW THE ROCKY
 MN0593'GROUND SURFACE.  IT IS NEAR THE WEST AND SOUTH SLOPE OF THE HILL
 MN0593'AND ON HIGHEST PART OF THE HILL.
 MN0593'
 MN0593'REFERENCE MARK 5 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MN0593'DIX 2 NO 5 1977 AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MN0593'ON THE EAST SLOPE OF THE HILL AND ABOUT 1 FOOT LOWER IN ELEVATION
 MN0593'THAN THE TOP OF THE HILL AT THE STATION MARK.
 MN0593'
 MN0593'REFERENCE MARK 6 IS A STANDARD DISK STAMPED DIX 2 NO 6 1977,
 MN0593'CEMENTED IN A DRILL HOLE IN BEDROCK AT THE SOUTH EDGE OF THE HILL.
 MN0593'
 MN0593'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DIX 1934 1960, SET IN
 MN0593'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 MN0593'ABOVE THE GROUND SURFACE.  IT IS 40 FEET NORTH OF THE CENTER OF
 MN0593'THE GRAVELED ROAD, 30 FEET EAST OF THE CENTER OF A ROAD BEARING
 MN0593'NORTH AND 2 FEET WEST OF A METAL WITNESS POST.
 MN0593'
 MN0593'NEAREST TOWN--DIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0592 ***********************************************************************
 MN0592  DESIGNATION -  DIX AZ MK 2
 MN0592  PID         -  MN0592
 MN0592  STATE/COUNTY-  NE/KIMBALL
 MN0592  USGS QUAD   -  OWASCO (1972)
 MN0592
 MN0592                         *CURRENT SURVEY CONTROL
 MN0592  ___________________________________________________________________
 MN0592* NAD 83(1995)-  41 11 31.65918(N)    103 30 36.81326(W)     ADJUSTED  
 MN0592* NAVD 88     -      1446.     (meters)    4744.     (feet)  SCALED    
 MN0592  ___________________________________________________________________
 MN0592  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 MN0592  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 MN0592
 MN0592  HORZ ORDER  -  THIRD
 MN0592
 MN0592.The horizontal coordinates were established by classical geodetic methods
 MN0592.and adjusted by the National Geodetic Survey in August 1997..
 MN0592
 MN0592.The orthometric height was scaled from a topographic map.
 MN0592
 MN0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0592
 MN0592.The geoid height was determined by GEOID03.
 MN0592
 MN0592;                    North         East     Units Scale Factor Converg.
 MN0592;SPC NE       -   156,836.129   205,702.761   MT  0.99967350   -2 19 34.4
 MN0592;UTM  13      - 4,561,155.189   624,929.647   MT  0.99979208   +0 58 52.6
 MN0592
 MN0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0592!SPC NE       -   0.99977627  x   0.99967350  =   0.99944984
 MN0592!UTM  13      -   0.99977627  x   0.99979208  =   0.99956839
 MN0592
 MN0592:                Primary Azimuth Mark                     Grid Az
 MN0592:SPC NE       -  DIX 2                                    265 10 06.3
 MN0592:UTM  13      -  DIX 2                                    261 51 39.3
 MN0592
 MN0592|---------------------------------------------------------------------|
 MN0592| PID    Reference Object                     Distance      Geod. Az  |
 MN0592|                                                           dddmmss.s |
 MN0592| MN0593 DIX 2                               459.928 METERS 2625031.9 |
 MN0592|---------------------------------------------------------------------|
 MN0592
 MN0592                          SUPERSEDED SURVEY CONTROL
 MN0592
 MN0592  NAD 83(1995)-  41 11 31.65760(N)    103 30 36.81251(W) AD(       ) 3
 MN0592  NAD 83(1986)-  41 11 31.65176(N)    103 30 36.81237(W) AD(       ) 3
 MN0592  NAD 27      -  41 11 31.72026(N)    103 30 35.04049(W) AD(       ) 3
 MN0592
 MN0592.Superseded values are not recommended for survey control.
 MN0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0592.See file dsdata.txt to determine how the superseded data were derived.
 MN0592
 MN0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2493061155(NAD 83)
 MN0592_MARKER: DZ = AZIMUTH MARK DISK
 MN0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0592_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0592+STABILITY: SURFACE MOTION
 MN0592
 MN0592  HISTORY     - Date     Condition        Report By
 MN0592  HISTORY     - 1977     MONUMENTED       NGS
 MN0592
 MN0592                          STATION DESCRIPTION
 MN0592
 MN0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0592'THE STATION DIX 2 IS LOCATED ABOUT 3.5 MILES SOUTH-SOUTHWEST OF DIX,
 MN0592'ON A HIGH ROCKY HILL IN SEC. 16, T 54 N, R 14 W, STATE PROPERTY
 MN0592'KNOWN AS A SCHOOL SECTION.
 MN0592'
 MN0592'TO REACH THE STATION FROM THE DIX INTERCHANGE OF INTERSTATE
 MN0592'80, 1.0 MILE SOUTH OF DIX, GO SOUTH ON A SURFACED ROAD FOR 2.0
 MN0592'MILES TO A CROSSROAD, TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 MN0592'FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MN0592'
 MN0592'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DIX 1934 1960, SET
 MN0592'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 MN0592'INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET NORTH OF THE
 MN0592'CENTER OF THE GRAVELED ROAD, 30 FEET EAST OF THE CENTER OF A ROAD
 MN0592'BEARING NORTH AND 2 FEET WEST OF A METAL WITNESS POST.
 MN0592'
 MN0592'NEAREST TOWN--DIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0568 ***********************************************************************
 MN0568  DESIGNATION -  DIX MUNICIPAL TANK
 MN0568  PID         -  MN0568
 MN0568  STATE/COUNTY-  NE/MORRILL
 MN0568  USGS QUAD   -  DIX (1972)
 MN0568
 MN0568                         *CURRENT SURVEY CONTROL
 MN0568  ___________________________________________________________________
 MN0568* NAD 83(1995)-  41 14 02.10789(N)    103 29 12.33227(W)     ADJUSTED  
 MN0568* NAVD 88     -                                                        
 MN0568  ___________________________________________________________________
 MN0568  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 MN0568  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 MN0568
 MN0568  HORZ ORDER  -  THIRD
 MN0568
 MN0568.The horizontal coordinates were established by classical geodetic methods
 MN0568.and adjusted by the National Geodetic Survey in August 1997..
 MN0568
 MN0568
 MN0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0568
 MN0568.The geoid height was determined by GEOID03.
 MN0568
 MN0568;                    North         East     Units Scale Factor Converg.
 MN0568;SPC NE       -   161,392.480   207,856.222   MT  0.99966980   -2 18 38.4
 MN0568;UTM  13      - 4,565,828.782   626,816.847   MT  0.99979793   +0 59 51.2
 MN0568
 MN0568                          SUPERSEDED SURVEY CONTROL
 MN0568
 MN0568  NAD 83(1995)-  41 14 02.10659(N)    103 29 12.33173(W) AD(       ) 4
 MN0568  NAD 83(1986)-  41 14 02.10024(N)    103 29 12.33064(W) AD(       ) 4
 MN0568  NAD 27      -  41 14 02.16900(N)    103 29 10.55400(W) AD(       ) 3
 MN0568
 MN0568.Superseded values are not recommended for survey control.
 MN0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0568.See file dsdata.txt to determine how the superseded data were derived.
 MN0568
 MN0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2681765829(NAD 83)
 MN0568_MARKER: 51 = TANK
 MN0568
 MN0568  HISTORY     - Date     Condition        Report By
 MN0568  HISTORY     - 1934     FIRST OBSERVED   CGS
 MN0568
 MN0568                          STATION DESCRIPTION
 MN0568
 MN0568'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0588 ***********************************************************************
 MN0588  DESIGNATION -  DIX WU MICROWAVE RELAY TOWER
 MN0588  PID         -  MN0588
 MN0588  STATE/COUNTY-  NE/KIMBALL
 MN0588  USGS QUAD   -  OWASCO (1972)
 MN0588
 MN0588                         *CURRENT SURVEY CONTROL
 MN0588  ___________________________________________________________________
 MN0588* NAD 83(1995)-  41 11 35.56969(N)    103 31 49.09438(W)     ADJUSTED  
 MN0588* NAVD 88     -                                                        
 MN0588  ___________________________________________________________________
 MN0588  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 MN0588  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 MN0588
 MN0588  HORZ ORDER  -  THIRD
 MN0588
 MN0588.The horizontal coordinates were established by classical geodetic methods
 MN0588.and adjusted by the National Geodetic Survey in August 1997..
 MN0588
 MN0588
 MN0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0588
 MN0588.The geoid height was determined by GEOID03.
 MN0588
 MN0588;                    North         East     Units Scale Factor Converg.
 MN0588;SPC NE       -   157,025.165   204,025.271   MT  0.99967340   -2 20 22.3
 MN0588;UTM  13      - 4,561,247.137   623,243.848   MT  0.99978694   +0 58 05.0
 MN0588
 MN0588                          SUPERSEDED SURVEY CONTROL
 MN0588
 MN0588  NAD 83(1995)-  41 11 35.56853(N)    103 31 49.09395(W) AD(       ) 4
 MN0588  NAD 83(1986)-  41 11 35.56171(N)    103 31 49.09219(W) AD(       ) 4
 MN0588  NAD 27      -  41 11 35.63000(N)    103 31 47.31600(W) AD(       ) 3
 MN0588
 MN0588.Superseded values are not recommended for survey control.
 MN0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0588.See file dsdata.txt to determine how the superseded data were derived.
 MN0588
 MN0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2324461247(NAD 83)
 MN0588_MARKER: 45 = MICROWAVE TOWER
 MN0588
 MN0588  HISTORY     - Date     Condition        Report By
 MN0588  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0588
 MN0588                          STATION DESCRIPTION
 MN0588
 MN0588'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0661 ***********************************************************************
 MN0661  CBN         -  This is a Cooperative Base Network Control Station.
 MN0661  PACS        -  This is a Primary Airport Control Station.
 MN0661  DESIGNATION -  DOC SENG
 MN0661  PID         -  MN0661
 MN0661  STATE/COUNTY-  NE/GARDEN
 MN0661  USGS QUAD   -  OSHKOSH (1971)
 MN0661
 MN0661                         *CURRENT SURVEY CONTROL
 MN0661  ___________________________________________________________________
 MN0661* NAD 83(1995)-  41 23 55.68488(N)    102 21 06.23952(W)     ADJUSTED  
 MN0661* NAVD 88     -      1030.50   (meters)    3380.9    (feet)  GPS OBS   
 MN0661  ___________________________________________________________________
 MN0661  X           -  -1,025,106.296 (meters)                     COMP
 MN0661  Y           -  -4,681,250.700 (meters)                     COMP
 MN0661  Z           -   4,196,416.077 (meters)                     COMP
 MN0661  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 MN0661  ELLIP HEIGHT-        1010.43  (meters)          (09/24/01) GPS OBS
 MN0661  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 MN0661
 MN0661  HORZ ORDER  -  B
 MN0661  ELLP ORDER  -  FOURTH    CLASS I
 MN0661
 MN0661.This mark is at Garden County Airport (OKS)
 MN0661
 MN0661.The horizontal coordinates were established by GPS observations
 MN0661.and adjusted by the National Geodetic Survey in June 1996..
 MN0661
 MN0661.The orthometric height was determined by GPS observations and a
 MN0661.high-resolution geoid model.
 MN0661
 MN0661.GPS derived orthometric heights for airport stations designated as
 MN0661.PACS or SACS are published to 2 decimal places.  This maintains
 MN0661.centimeter relative accuracy between the PACS and SACS.  It does
 MN0661.not indicate centimeter accuracy relative to other marks which are
 MN0661.part of the NAVD 88 network.
 MN0661
 MN0661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0661
 MN0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0661
 MN0661.The ellipsoidal height was determined by GPS observations
 MN0661.and is referenced to NAD 83.
 MN0661
 MN0661.The geoid height was determined by GEOID03.
 MN0661
 MN0661;                    North         East     Units Scale Factor Converg.
 MN0661;SPC NE       -   176,480.157   303,424.953   MT  0.99966033   -1 33 30.6
 MN0661;UTM  13      - 4,586,414.029   721,385.458   MT  1.00020321   +1 45 07.2
 MN0661
 MN0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0661!SPC NE       -   0.99984154  x   0.99966033  =   0.99950192
 MN0661!UTM  13      -   0.99984154  x   1.00020321  =   1.00004471
 MN0661
 MN0661:                Primary Azimuth Mark                     Grid Az
 MN0661:SPC NE       -  OKS A                                    299 12 31.3
 MN0661:UTM  13      -  OKS A                                    295 53 53.5
 MN0661
 MN0661|---------------------------------------------------------------------|
 MN0661| PID    Reference Object                     Distance      Geod. Az  |
 MN0661|                                                           dddmmss.s |
 MN0661| AB4172 OKS A                               437.245 METERS 2973900.7 |
 MN0661| MN0662 DOC SENG AZ MK                      APPROX. 0.9 KM 3133749.4 |
 MN0661|---------------------------------------------------------------------|
 MN0661
 MN0661                          SUPERSEDED SURVEY CONTROL
 MN0661
 MN0661  ELLIP H (06/25/96) 1010.47   (m)                       GP(       ) 1 1
 MN0661  ELLIP H (01/07/93) 1010.45   (m)                       GP(       ) 4 2
 MN0661  NAD 83(1986)-  41 23 55.68277(N)    102 21 06.24144(W) AD(       ) 1
 MN0661  NGVD 29 (02/23/90) 1030.0    (m)         3379.     (f) GPS OBS        
 MN0661
 MN0661.Superseded values are not recommended for survey control.
 MN0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0661.See file dsdata.txt to determine how the superseded data were derived.
 MN0661
 MN0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2138586414(NAD 83)
 MN0661_MARKER: I = METAL ROD
 MN0661_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MN0661_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MN0661_STAMPING: DOC SENG 1989
 MN0661_MARK LOGO: NGS   
 MN0661_PROJECTION: FLUSH
 MN0661_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0661+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 MN0661_ROD/PIPE-DEPTH:  3.0 meters
 MN0661
 MN0661  HISTORY     - Date     Condition        Report By
 MN0661  HISTORY     - 1989     MONUMENTED       NGS
 MN0661  HISTORY     - 19950818 GOOD             NGS
 MN0661  HISTORY     - 19970731 GOOD             NGS
 MN0661  HISTORY     - 20020820 GOOD             NEDR
 MN0661
 MN0661                          STATION DESCRIPTION
 MN0661
 MN0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MN0661'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF OSHKOSH, AT THE GARDEN
 MN0661'COUNTY AIRPORT LOCATED AT THE JUNCTION OF  STATE HIGHWAY 27 AND US
 MN0661'HIGHWAY 6 AND STATE HIGHWAY 92.  OWNERSHIP--GARDEN COUNTY AIRPORT
 MN0661'AUTHORITY, BOX 110, OSHKOSH, NE 69154.  AIRPORT MANAGER IS ANDY GERNY,
 MN0661'TELEPHONE 308-772-3678.  (A KEY IS REQUIRED AND MAY BE REQUESTED AT
 MN0661'THE TEXACO STATION LOCATED JUST NORTH OF THE AIRPORT).
 MN0661'TO REACH THE STATION FROM THE GATE AT THE OSHKOSH AIRPORT BEACON, JUST
 MN0661'SOUTHWEST OF THE JUNCTION OF US HIGHWAY 26, STATE HIGHWAY 92 AND STATE
 MN0661'HIGHWAY 27, PASS THROUGH THE GATE AND GO SOUTHWEST ALONG THE TAXIWAY
 MN0661'AND APRON FOR 0.46 KM (0.30 MI) TO THE JUNCTION WITH THE RUNWAY AND
 MN0661'THE STATION ON THE RIGHT.
 MN0661'THE STATION IS 15.0 M (49.2 FT) NORTHWEST OF THE TAXIWAY CENTERLINE,
 MN0661'13.7 M (44.9 FT) NORTH-NORTHEAST OF THE RUNWAY CENTERLINE, 10.5 M
 MN0661'(34.4 FT) NORTH-NORTHWEST OF THE CURVED ASPHALT RAMP JOINING THE
 MN0661'RUNWAY AND 2.75 M (9.0 FT) NORTH-NORTHEAST OF A PURPLE TAXIWAY LIGHT.
 MN0661'DESCRIBED BY R.D.BALL.
 MN0661'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0661
 MN0661                          STATION RECOVERY (1995)
 MN0661
 MN0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0661'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTHWEST OF LEWELLEN,
 MN0661'AT THE SOUTHWEST EDGE OF OSHKOSH, AT THE OSHKOSH/GARDEN COUNTY AIRPORT
 MN0661'AND AT THE JUNCTION OF A CONNECTOR TAXIWAY AND THE RUNWAY.
 MN0661'OWNERSHIP--GARDEN COUNTY AIRPORT AUTHORITY, RR1, BOX 79, OSHKOSH, NE
 MN0661'69154.  AIRPORT MANAGER IS CLIFTON BUSKE, PHONE (308) 772-4482.  (A
 MN0661'KEY MAY BE REQUIRED AND IS AVAILABLE AT THE TEXACO GAS STATION JUST
 MN0661'NORTH OF THE AIRPORT, GATE IS NOT BEING LOCKED AT THIS TIME).  TO
 MN0661'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 26 AND STATE
 MN0661'HIGHWAY 27 SOUTH IN OSHKOSH, GO SOUTH ON STATE HIGHWAY 27 THEN A DIRT
 MN0661'ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE AND GO
 MN0661'SOUTHWEST ON THE APRON THEN A CONNECTOR TAXIWAY FOR 0.3 MI (0.5 KM) TO
 MN0661'THE JUNCTION WITH THE RUNWAY AND THE STATION ON THE RIGHT.  THE
 MN0661'STATION IS 49.1 FT (15.0 M) NORTHWEST OF THE TAXIWAY CENTER, 47.5 FT
 MN0661'(14.5 M) NORTHEAST OF THE RUNWAY CENTER, 25.5 FT (7.8 M)
 MN0661'WEST-NORTHWEST OF A TAXIWAY LIGHT AND 5.8 FT (1.8 M) NORTHEAST OF A
 MN0661'TAXIWAY LIGHT.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION
 MN0661'APPROACH PRIMARY AIRPORT CONTROL STATION.
 MN0661
 MN0661                          STATION RECOVERY (1997)
 MN0661
 MN0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0661'RECOVERED AS DESCRIBED.
 MN0661
 MN0661                          STATION RECOVERY (2002)
 MN0661
 MN0661'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MN0661'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF ROADS 2002 RECOVERED IN GOOD
 MN0661'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0662 ***********************************************************************
 MN0662  SACS        -  This is a Secondary Airport Control Station.
 MN0662  DESIGNATION -  DOC SENG AZ MK
 MN0662  PID         -  MN0662
 MN0662  STATE/COUNTY-  NE/GARDEN
 MN0662  USGS QUAD   -  OSHKOSH (1971)
 MN0662
 MN0662                         *CURRENT SURVEY CONTROL
 MN0662  ___________________________________________________________________
 MN0662* NAD 83(1995)-  41 24 15.98261(N)    102 21 34.52081(W)     ADJUSTED  
 MN0662* NAVD 88     -      1032.55   (meters)    3387.6    (feet)  GPS OBS   
 MN0662  ___________________________________________________________________
 MN0662  X           -  -1,025,659.816 (meters)                     COMP
 MN0662  Y           -  -4,680,707.022 (meters)                     COMP
 MN0662  Z           -   4,196,887.218 (meters)                     COMP
 MN0662  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 MN0662  ELLIP HEIGHT-        1012.49  (meters)          (12/31/01) GPS OBS
 MN0662  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 MN0662
 MN0662  HORZ ORDER  -  FIRST
 MN0662  ELLP ORDER  -  FOURTH    CLASS II
 MN0662
 MN0662.This mark is at Garden County Airport (OKS)
 MN0662
 MN0662.The horizontal coordinates were established by GPS observations
 MN0662.and adjusted by the National Geodetic Survey in September 1998..
 MN0662
 MN0662.The orthometric height was determined by GPS observations and a
 MN0662.high-resolution geoid model.
 MN0662
 MN0662.GPS derived orthometric heights for airport stations designated as
 MN0662.PACS or SACS are published to 2 decimal places.  This maintains
 MN0662.centimeter relative accuracy between the PACS and SACS.  It does
 MN0662.not indicate centimeter accuracy relative to other marks which are
 MN0662.part of the NAVD 88 network.
 MN0662
 MN0662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0662
 MN0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0662
 MN0662.The ellipsoidal height was determined by GPS observations
 MN0662.and is referenced to NAD 83.
 MN0662
 MN0662.The geoid height was determined by GEOID03.
 MN0662
 MN0662;                    North         East     Units Scale Factor Converg.
 MN0662;SPC NE       -   177,123.797   302,785.543   MT  0.99966016   -1 33 49.3
 MN0662;UTM  13      - 4,587,019.998   720,709.580   MT  1.00019953   +1 44 49.2
 MN0662
 MN0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0662!SPC NE       -   0.99984121  x   0.99966016  =   0.99950143
 MN0662!UTM  13      -   0.99984121  x   1.00019953  =   1.00004071
 MN0662
 MN0662:                Primary Azimuth Mark                     Grid Az
 MN0662:SPC NE       -  DOC SENG                                 135 11 20.0
 MN0662:UTM  13      -  DOC SENG                                 131 52 41.5
 MN0662
 MN0662|---------------------------------------------------------------------|
 MN0662| PID    Reference Object                     Distance      Geod. Az  |
 MN0662|                                                           dddmmss.s |
 MN0662| MN0661 DOC SENG                            APPROX. 0.9 KM 1333730.7 |
 MN0662|---------------------------------------------------------------------|
 MN0662
 MN0662                          SUPERSEDED SURVEY CONTROL
 MN0662
 MN0662  ELLIP H (09/17/98) 1012.52   (m)                       GP(       ) 4 2
 MN0662  NAD 83(1995)-  41 24 15.98249(N)    102 21 34.52106(W) AD(       ) 3
 MN0662  ELLIP H (08/18/97) 1012.53   (m)                       GP(       ) 4 1
 MN0662  NAD 83(1995)-  41 24 15.98245(N)    102 21 34.52122(W) AD(       ) 3
 MN0662  ELLIP H (01/07/93) 1012.51   (m)                       GP(       ) 4 2
 MN0662  NAD 83(1986)-  41 24 15.98006(N)    102 21 34.52291(W) AD(       ) 3
 MN0662  NGVD 29 (02/23/90) 1032.0    (m)         3386.     (f) GPS OBS        
 MN0662
 MN0662.Superseded values are not recommended for survey control.
 MN0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0662.See file dsdata.txt to determine how the superseded data were derived.
 MN0662
 MN0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2071087020(NAD 83)
 MN0662_MARKER: I = METAL ROD
 MN0662_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MN0662_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MN0662_STAMPING: DOC SENG AZ MK 1989
 MN0662_MARK LOGO: NGS   
 MN0662_PROJECTION: FLUSH
 MN0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0662+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1997
 MN0662_ROD/PIPE-DEPTH: 9.5  meters
 MN0662_SLEEVE-DEPTH  : 0.9 meters
 MN0662
 MN0662  HISTORY     - Date     Condition        Report By
 MN0662  HISTORY     - 1989     MONUMENTED       NGS
 MN0662  HISTORY     - 19950818 GOOD             NGS
 MN0662  HISTORY     - 19970731 GOOD             NGS
 MN0662
 MN0662                          STATION DESCRIPTION
 MN0662
 MN0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MN0662'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF OSHKOSH, AT THE GARDEN
 MN0662'COUNTY AIRPORT LOCATED AT THE JUNCTION OF STATE HIGHWAY 27 AND US
 MN0662'HIGHWAY 6 AND STATE HIGHWAY 92.  OWNERSHIP--GARDEN COUNTY AIRPORT
 MN0662'AUTHORITY, BOX 110, OSHKOSH, NE 69154.  AIRPORT MANAGER IS ANDY GERNY,
 MN0662'TELEPHONE 308-772-3678.  (A KEY IS REQUIRED AND MAY BE REQUESTED AT
 MN0662'THE TEXACO STATION LOCATED JUST NORTH OF THE AIRPORT).
 MN0662'TO REACH THE STATION FROM THE GATE AT THE AIRPORT BEACON, JUST
 MN0662'SOUTHWEST OF THE JUNCTION OF US HIGHWAY 26, STATE HIGHWAY 92 AND STATE
 MN0662'HIGHWAY 27, PASS THROUGH THE GATE AND GO SOUTHWEST ALONG THE TAXIWAY
 MN0662'AND APRON FOR 0.46 KM (0.30 MI) TO THE JUNCTION WITH THE RUNWAY.  TURN
 MN0662'RIGHT AND GO NORTHWESTERLY ALONG THE RUNWAY FOR 0.92 KM (0.55 MI) TO
 MN0662'THE STATION ON THE RIGHT, NEAR THE LAST RUNWAY LIGHT.
 MN0662'THE AZIMUTH MARK IS 48.1 M (157.8 FT) WEST-NORTHWEST OF THE RAMP
 MN0662'CENTERLINE, 35.9 M (117.8 FT)  OF THE RAMP CENTERLINE, 15.8 M
 MN0662'(51.8 FT) EAST-SOUTHEAST OF THE RAMP CENTERLINE, 15.1 M (49.5 FT)
 MN0662'NORTH-NORTHEAST OF THE RUNWAY CENTERLINE AND 3.35 M (11.0 FT)
 MN0662'NORTH-NORTHEAST OF A PURPLE RUNWAY LIGHT.
 MN0662'DESCRIBED BY R.D.BALL.
 MN0662'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0662
 MN0662                          STATION RECOVERY (1995)
 MN0662
 MN0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0662'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTHWEST OF LEWELLEN,
 MN0662'AT THE SOUTHWEST EDGE OF OSHKOSH, AT THE OSHKOSH/GARDEN COUNTY AIRPORT
 MN0662'AND IN THE GRASS AREA FORMED BY THE TURNAROUND TAXIWAY AT THE APPROACH
 MN0662'END OF RUNWAY 12.  OWNERSHIP--GARDEN COUNTY AIRPORT AUTHORITY, RR1,
 MN0662'BOX 79, OSHKOSH NE 69154.  AIRPORT MANAGER IS CLIFTON BUSKE, PHONE
 MN0662'(308) 772-4482.  (A KEY MAY BE REQUIRED AND IS AVAILABLE AT THE TEXACO
 MN0662'GAS STATION JUST NORTH OF THE AIRPORT, GATE IS NOT BEING LOCKED AT
 MN0662'THIS TIME).  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 26
 MN0662'AND STATE HIGHWAY 27 SOUTH IN OSHKOSH, GO SOUTH ON STATE HIGHWAY 27
 MN0662'THEN A DIRT ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE
 MN0662'AND GO SOUTHWEST ON THE APRON THEN A CONNECTOR TAXIWAY FOR 0.3 MI (0.5
 MN0662'KM) TO THE JUNCTION WITH THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON
 MN0662'THE RUNWAY FOR 0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT.  THE
 MN0662'STATION IS 154.0 FT (46.9 M) NORTHWEST OF THE TAXIWAY CENTER, 119.0 FT
 MN0662'(36.3 M) SOUTHWEST OF THE TAXIWAY CENTER, 56.0 FT (17.1 M) SOUTHEAST
 MN0662'OF THE TAXIWAY CENTER, 49.2 FT (15.0 M) NORTHEAST OF THE RUNWAY CENTER
 MN0662'AND 10.8 FT (3.3 M) NORTHEAST OF A TAXIWAY LIGHT.  THIS STATION TO BE
 MN0662'USED AS SACS.
 MN0662
 MN0662                          STATION RECOVERY (1997)
 MN0662
 MN0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0662'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0955 ***********************************************************************
 LG0955  DESIGNATION -  DOELL
 LG0955  PID         -  LG0955
 LG0955  STATE/COUNTY-  NE/HAMILTON
 LG0955  USGS QUAD   -  HENDERSON (1968)
 LG0955
 LG0955                         *CURRENT SURVEY CONTROL
 LG0955  ___________________________________________________________________
 LG0955* NAD 83(1995)-  40 48 57.27265(N)    097 48 26.09602(W)     ADJUSTED  
 LG0955* NAVD 88     -       526.31   (+/-2cm)    1726.7    (feet)  VERTCON   
 LG0955  ___________________________________________________________________
 LG0955  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 LG0955  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 LG0955
 LG0955  HORZ ORDER  -  SECOND
 LG0955  VERT ORDER  -  THIRD ? (See Below)
 LG0955
 LG0955.The horizontal coordinates were established by classical geodetic methods
 LG0955.and adjusted by the National Geodetic Survey in August 1997..
 LG0955
 LG0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0955.The vertical order pertains to the NGVD 29 superseded value.
 LG0955
 LG0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0955
 LG0955.The geoid height was determined by GEOID03.
 LG0955
 LG0955;                    North         East     Units Scale Factor Converg.
 LG0955;SPC NE       -   111,438.307   684,930.193   MT  0.99973055   +1 27 11.3
 LG0955;UTM  14      - 4,519,005.975   600,591.848   MT  0.99972454   +0 46 46.9
 LG0955
 LG0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0955!SPC NE       -   0.99992154  x   0.99973055  =   0.99965211
 LG0955!UTM  14      -   0.99992154  x   0.99972454  =   0.99964610
 LG0955
 LG0955:                Primary Azimuth Mark                     Grid Az
 LG0955:SPC NE       -  DOELL AZ MK                              176 51 09.9
 LG0955:UTM  14      -  DOELL AZ MK                              177 31 34.3
 LG0955
 LG0955|---------------------------------------------------------------------|
 LG0955| PID    Reference Object                     Distance      Geod. Az  |
 LG0955|                                                           dddmmss.s |
 LG0955| CN9174 DOELL AZ MK                                        1781821.2 |
 LG0955| CN9176 DOELL RM 2                                         22925     |
 LG0955| CN9175 DOELL RM 1                                         30059     |
 LG0955|---------------------------------------------------------------------|
 LG0955
 LG0955                          SUPERSEDED SURVEY CONTROL
 LG0955
 LG0955  NAD 83(1986)-  40 48 57.28107(N)    097 48 26.09718(W) AD(       ) 2
 LG0955  NAD 27      -  40 48 57.24031(N)    097 48 24.92593(W) AD(       ) 2
 LG0955  NGVD 29 (07/19/86)  526.09   (m)         1726.0    (f) LEVELING    3  
 LG0955
 LG0955.Superseded values are not recommended for survey control.
 LG0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0955.See file dsdata.txt to determine how the superseded data were derived.
 LG0955
 LG0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0059219006(NAD 83)
 LG0955_MARKER: DD = SURVEY DISK
 LG0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0955
 LG0955  HISTORY     - Date     Condition        Report By
 LG0955  HISTORY     - 1961     MONUMENTED       NEDR
 LG0955
 LG0955                          STATION DESCRIPTION
 LG0955
 LG0955'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0955'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF U.S. POST OFFICE
 LG0955'IN HENDERSON, IN SEC. 19 T 1O N, R 4 W.
 LG0955'
 LG0955'TO REACH THE STATION FROM POST OFFICE IN HENDERSON, PROCEED NORTH
 LG0955'APPROXIMATELY, 150 FEET TO INTERSECTION, TURN RIGHT AND FOLLOW
 LG0955'PAVED STREET NORTHEAST 0.35 MILES, PAST SCHOOL AND HOSPITAL, TO
 LG0955'INTERSECTION OF STATE HIGHWAY 602.  TURN LEFT (NORTH) AND GO 2.4
 LG0955'MILES TO STATION.
 LG0955'
 LG0955'STATION MARK, A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK,
 LG0955'STAMPED DOELL 1961 IS 17.6 FEET EAST TO CENTERLINE OF STATE HIGHWAY
 LG0955'602, STEEL WITNESS POST IS 42.2 FEET WEST, CENTERLINE OF FARM
 LG0955'ENTRANCE DRIVE ON EAST SIDE OF HIGHWAY 602 IS 85.0 FEET SOUTH.
 LG0955'STATION IS 0.5 FEET BELOW GROUND ELEVATION.
 LG0955'
 LG0955'REFERENCE MARK 1 A STANDARD DEPARTMENT OF ROADS REFERENCE MARK DISK,
 LG0955'STAMPED DOELL R.M. 1 IS 59.0 FEET WEST OF CENTERLINE OF HIGHWAY
 LG0955'602, 0.8 FEET EAST OF WEST R.O.W. FENCE, 48.0 FEET NORTH OF
 LG0955'CENTERLINE OF FARM ENTRANCE DRIVE EAST SIDE OF HIGHWAY 602, AND
 LG0955'36.4 FEET SOUTH OF STEEL WITNESS POST.  PROJECTS 0.2 FEET ABOVE
 LG0955'GROUND ELEVATION.
 LG0955'
 LG0955'REFERENCE MARK 2 A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LG0955'DISK, STAMPED DOELL R.M. 2, IS 59.0 FEET WEST OF CENTERLINE
 LG0955'OF HIGHWAY 1.2 FEET EAST OF WEST R.O.W. FENCE, 24.2 FEET NORTH
 LG0955'OF STEEL WITNESS POST.  PROJECTS 0.2 FEET ABOVE GROUND ELEVATION.
 LG0955'
 LG0955'AZIMUTH MARK IS REACHED BY PROCEEDING 0.4 MILES SOUTH ALONG HIGHWAY
 LG0955'602.
 LG0955'
 LG0955'AZIMUTH MARK, A DEPARTMENT OF ROADS AZIMUTH MARK, STAMPED DOELL 1961,
 LG0955'IS 1.9 FEET WEST OF STEEL WITNESS POST, AND 28.4 FEET SOUTHWEST OF
 LG0955'SOUTHWEST CORNER OF IRRIGATION WELL HOUSE.  SET FLUSH WITH
 LG0955'GROUND ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1153 ***********************************************************************
 LH1153  DESIGNATION -  DONIPHAN
 LH1153  PID         -  LH1153
 LH1153  STATE/COUNTY-  NE/HALL
 LH1153  USGS QUAD   -  ALDA (1993)
 LH1153
 LH1153                         *CURRENT SURVEY CONTROL
 LH1153  ___________________________________________________________________
 LH1153* NAD 83(1995)-  40 46 09.66448(N)    098 22 41.48577(W)     ADJUSTED  
 LH1153* NAVD 88     -       594.24   (+/-2cm)    1949.6    (feet)  VERTCON   
 LH1153  ___________________________________________________________________
 LH1153  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LH1153  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 LH1153
 LH1153  HORZ ORDER  -  SECOND
 LH1153  VERT ORDER  -  THIRD ? (See Below)
 LH1153
 LH1153.The horizontal coordinates were established by classical geodetic methods
 LH1153.and adjusted by the National Geodetic Survey in August 1997..
 LH1153
 LH1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1153.The vertical order pertains to the NGVD 29 superseded value.
 LH1153
 LH1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1153
 LH1153.The geoid height was determined by GEOID03.
 LH1153
 LH1153;                    North         East     Units Scale Factor Converg.
 LH1153;SPC NE       -   105,208.090   636,882.250   MT  0.99974057   +1 04 29.2
 LH1153;UTM  14      - 4,513,339.331   552,477.160   MT  0.99963389   +0 24 21.8
 LH1153
 LH1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1153!SPC NE       -   0.99991073  x   0.99974057  =   0.99965133
 LH1153!UTM  14      -   0.99991073  x   0.99963389  =   0.99954466
 LH1153
 LH1153|---------------------------------------------------------------------|
 LH1153| PID    Reference Object                     Distance      Geod. Az  |
 LH1153|                                                           dddmmss.s |
 LH1153| CN9178 DONIPHAN RM 1                        20.614 METERS 04122     |
 LH1153| LH1143 DONIPHAN MUNICIPAL TANK             APPROX. 0.8 KM 0555603.6 |
 LH1153| LH1131 HASTINGS TV STATION KHAS TOWER      APPROX.13.4 KM 1820308.9 |
 LH1153| CN9177 DONIPHAN AZ MK                                     1844637.5 |
 LH1153| CN9179 DONIPHAN RM 2                        22.686 METERS 18825     |
 LH1153| LH1150 DONIPHAN 2                           40.285 METERS 29120     |
 LH1153|---------------------------------------------------------------------|
 LH1153
 LH1153                          SUPERSEDED SURVEY CONTROL
 LH1153
 LH1153  NAD 83(1986)-  40 46 09.67214(N)    098 22 41.48708(W) AD(       ) 2
 LH1153  NAD 27      -  40 46 09.62200(N)    098 22 40.26600(W) AD(       ) 2
 LH1153  NGVD 29 (07/19/86)  594.00   (m)         1948.8    (f) LEVELING    3  
 LH1153
 LH1153.Superseded values are not recommended for survey control.
 LH1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1153.See file dsdata.txt to determine how the superseded data were derived.
 LH1153
 LH1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5247713339(NAD 83)
 LH1153_MARKER: DS = TRIANGULATION STATION DISK
 LH1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1153
 LH1153  HISTORY     - Date     Condition        Report By
 LH1153  HISTORY     - 1950     MONUMENTED       CGS
 LH1153  HISTORY     - 1959     GOOD             CGS
 LH1153  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LH1153
 LH1153                          STATION DESCRIPTION
 LH1153
 LH1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1153'STATION IS LOCATED ABOUT 11 MILES SOUTH SOUTHWEST OF GRAND ISLAND
 LH1153'AND 1/2 MILE SOUTHWEST OF DONIPHAN AT THE SOUTH END OF A TRIANGLE
 LH1153'FORMED BY THE CURVE OF U.S. HIGHWAY 281 AND GRAVEL CROSSROADS.
 LH1153'STATION IS 68 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 281
 LH1153'AND 61 FEET EAST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD.
 LH1153'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LH1153'DONIPHAN 1950.
 LH1153'
 LH1153'REFERENCE MARK NO. 1 IS 51 FEET WEST OF THE CENTERLINE OF HIGHWAY.
 LH1153'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED DONIPHAN
 LH1153'NO 1 1950.
 LH1153'
 LH1153'REFERENCE MARK NO. 2 IS 50 FEET EAST OF THE APPROXIMATE CENTERLINE
 LH1153'OF GRAVEL ROAD AND 45 FEET WEST OF THE CENTERLINE OF HIGHWAY.  THE
 LH1153'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED DONIPHAN NO 2
 LH1153'1950.
 LH1153'
 LH1153'AZIMUTH MARK IS 35 FEET WEST OF THE CENTERLINE OF HIGHWAY, 5 FEET
 LH1153'EAST OF FENCE AND WITNESS POST AND 2 FEET NORTHWEST OF TELEPHONE
 LH1153'POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LH1153'DONIPHAN 1950.
 LH1153'
 LH1153'TO REACH FROM THE RAILROAD DEPOT IN DONIPHAN GO WEST AND SOUTH ON
 LH1153'U.S. HIGHWAY 281 FOR 0.55 MILE TO STATION ON RIGHT IN ROAD TRIANGLE
 LH1153'AS DESCRIBED.  CONTINUE SOUTH FOR 0.2 MILE TO AZIMUTH MARK ON RIGHT
 LH1153'OR WEST SIDE OF HIGHWAY AS DESCRIBED.
 LH1153'
 LH1153'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LH1153
 LH1153                          STATION RECOVERY (1959)
 LH1153
 LH1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1153'STATION IS LOCATED IN THE NORTHWEST CORNER, NW 1/4 SEC 8, T 9 N,
 LH1153'R 9 W. DONIPHAN TOWNSHIP.
 LH1153'
 LH1153'STATION WAS RECOVERED AS DESCRIBED IN 1950 AND ALL MARKS ARE IN
 LH1153'GOOD CONDITION.
 LH1153
 LH1153                          STATION RECOVERY (1961)
 LH1153
 LH1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LH1153'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LH1153'RECOVERED AS DESCRIBED EXCEPT THE AZIMUTH MARK WHERE THE TOP PART
 LH1153'OF THE DISK HAD BEEN SHEARED OFF.  THE AZIMUTH MARK WAS REPAIRED BY
 LH1153'PLACING A NEW DISK IN THE SAME HOLE.  STATION AND REFERENCE MARKS
 LH1153'WERE MOVED BECAUSE OF ROAD CONSTRUCTION ALONG U.S. HIGHWAY 281.
 LH1153'FOR DETAILS, SEE THE DESCRIPTION OF STATION DONIPHAN 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1150 ***********************************************************************
 LH1150  DESIGNATION -  DONIPHAN 2
 LH1150  PID         -  LH1150
 LH1150  STATE/COUNTY-  NE/HALL
 LH1150  USGS QUAD   -  ALDA (1993)
 LH1150
 LH1150                         *CURRENT SURVEY CONTROL
 LH1150  ___________________________________________________________________
 LH1150* NAD 83(1995)-  40 46 10.13968(N)    098 22 43.08577(W)     ADJUSTED  
 LH1150* NAVD 88     -       594.664  (meters)    1950.99   (feet)  ADJUSTED  
 LH1150  ___________________________________________________________________
 LH1150  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LH1150  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 LH1150  DYNAMIC HT  -         594.343 (meters)    1949.94  (feet)  COMP
 LH1150  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 LH1150
 LH1150  HORZ ORDER  -  SECOND
 LH1150  VERT ORDER  -  FIRST     CLASS II
 LH1150
 LH1150.The horizontal coordinates were established by classical geodetic methods
 LH1150.and adjusted by the National Geodetic Survey in August 1997..
 LH1150.No horizontal observational check was made to the station.
 LH1150
 LH1150.The orthometric height was determined by differential leveling
 LH1150.and adjusted by the National Geodetic Survey in May 1993..
 LH1150
 LH1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1150
 LH1150.The geoid height was determined by GEOID03.
 LH1150
 LH1150.The dynamic height is computed by dividing the NAVD 88
 LH1150.geopotential number by the normal gravity value computed on the
 LH1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1150.degrees latitude (g = 980.6199 gals.).
 LH1150
 LH1150.The modeled gravity was interpolated from observed gravity values.
 LH1150
 LH1150;                    North         East     Units Scale Factor Converg.
 LH1150;SPC NE       -   105,222.039   636,844.468   MT  0.99974054   +1 04 28.1
 LH1150;UTM  14      - 4,513,353.718   552,439.548   MT  0.99963385   +0 24 20.8
 LH1150
 LH1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1150!SPC NE       -   0.99991067  x   0.99974054  =   0.99965123
 LH1150!UTM  14      -   0.99991067  x   0.99963385  =   0.99954455
 LH1150
 LH1150:                Primary Azimuth Mark                     Grid Az
 LH1150:SPC NE       -  DONIPHAN 2 AZ MK                         003 12 01.3
 LH1150:UTM  14      -  DONIPHAN 2 AZ MK                         003 52 08.6
 LH1150
 LH1150|---------------------------------------------------------------------|
 LH1150| PID    Reference Object                     Distance      Geod. Az  |
 LH1150|                                                           dddmmss.s |
 LH1150| LH1475 DONIPHAN 2 AZ MK                                   0041629.4 |
 LH1150| LH1143 DONIPHAN MUNICIPAL TANK             APPROX. 0.8 KM 0581025.1 |
 LH1150| LH1153 DONIPHAN                             40.285 METERS 11120     |
 LH1150| CN9177 DONIPHAN AZ MK                                     1783901.5 |
 LH1150| LH1491 DONIPHAN 2 RM 4                       6.736 METERS 18046     |
 LH1150| LH1490 DONIPHAN 2 RM 3                       9.519 METERS 35955     |
 LH1150|---------------------------------------------------------------------|
 LH1150
 LH1150                          SUPERSEDED SURVEY CONTROL
 LH1150
 LH1150  NAD 83(1986)-  40 46 10.14734(N)    098 22 43.08710(W) AD(       ) 2
 LH1150  NAD 27      -  40 46 10.09700(N)    098 22 41.86600(W) AD(       ) 2
 LH1150  NGVD 29 (02/14/92)  594.424  (m)         1950.21   (f) ADJUSTED    1 2
 LH1150
 LH1150.Superseded values are not recommended for survey control.
 LH1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1150.See file dsdata.txt to determine how the superseded data were derived.
 LH1150
 LH1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5244013354(NAD 83)
 LH1150_MARKER: DS = TRIANGULATION STATION DISK
 LH1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1150_SP_SET: CONCRETE POST
 LH1150_STAMPING: DONIPHAN 2 1961
 LH1150_MARK LOGO: CGS   
 LH1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1150+STABILITY: SURFACE MOTION
 LH1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1150+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 LH1150
 LH1150  HISTORY     - Date     Condition        Report By
 LH1150  HISTORY     - 1961     MONUMENTED       CGS
 LH1150  HISTORY     - 1961     GOOD             CGS
 LH1150  HISTORY     - 1968     GOOD             CGS
 LH1150  HISTORY     - 1976     GOOD             NGS
 LH1150  HISTORY     - 19910924 GOOD             NGS
 LH1150  HISTORY     - 20060511 GOOD             USGS
 LH1150
 LH1150                          STATION DESCRIPTION
 LH1150
 LH1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LH1150'STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHWEST OF GRAND ISLAND
 LH1150'AND 1/2 MILE SOUTHWEST OF THE SMALL TOWN OF DONIPHAN, ABOUT 100
 LH1150'YARDS SOUTH OF THE JUNCTION OF NEW U.S. HIGHWAY 281 AND A
 LH1150'HARD-SURFACED ROAD LEADING EAST TO THE TOWN OF DONIPHAN, 60 FEET
 LH1150'WEST OF THE CENTERLINE OF U.S. HIGHWAY 281, 34 FEET SOUTH OF A
 LH1150'TELEPHONE POLE, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.
 LH1150'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DONIPHAN 2
 LH1150'1961.
 LH1150'
 LH1150'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DONIPHAN, GO WEST
 LH1150'ON A HARD-SURFACED ROAD FOR 0.5 MILE TO U.S. HIGHWAY 281.  TURN LEFT
 LH1150'AND GO SOUTH ON U.S. HIGHWAY 281 FOR 0.05 MILE TO THE STATION ON
 LH1150'THE RIGHT JUST SOUTH OF FARM BUILDINGS.
 LH1150'
 LH1150'REFERENCE MARK NO. 3 IS 60 FEET WEST OF THE CENTERLINE OF U.S.
 LH1150'HIGHWAY 281 AND 2.5 FEET SOUTH OF A TELEPHONE POLE.  THE MARK
 LH1150'PROJECTS 6 INCHES AND THE DISK IS STAMPED DONIPHAN 2 NO 3 1961.
 LH1150'
 LH1150'REFERENCE MARK NO. 4 IS 60 FEET WEST OF THE CENTERLINE OF U.S.
 LH1150'HIGHWAY 281.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LH1150'DONIPHAN 2 NO 4 1961.
 LH1150'
 LH1150'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION, 43 FEET SOUTH OF A
 LH1150'TELEPHONE POLE, 35 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 281,
 LH1150'6 FEET EAST-SOUTHEAST OF A WHITE WITNESS POST, AND 6 FEET EAST OF
 LH1150'A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LH1150'DONIPHAN 1950.
 LH1150'
 LH1150'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LH1150
 LH1150                          STATION RECOVERY (1961)
 LH1150
 LH1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LH1150'RECOVERED IN GOOD CONDITION.
 LH1150
 LH1150                          STATION RECOVERY (1968)
 LH1150
 LH1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LH1150'THE STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4
 LH1150'WERE RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION AND FOUND IN
 LH1150'GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF ROAD
 LH1150'CONSTRUCTION ON U.S. HIGHWAY 281 AND THE MARK WAS FOUND WITH TOP
 LH1150'BROKEN OFF AND THE DISK WAS GONE.  THE 1961 TO REACH THE STATION
 LH1150'WAS ADEQUATE FOR RECOVERY.
 LH1150'
 LH1150'DUE TO ADVERSE WEATHER CONDITIONS THE REFERENCE MARKS WERE NOT
 LH1150'MEASURED OR OBSERVED ON.
 LH1150'
 LH1150'THE STATION MARK AND THE REFERENCE MARKS ARE UNDER A NORTH-SOUTH
 LH1150'FENCE.  REFERENCE MARK NO. 3 IS 1.5 FEET NORTH OF A RIGHT-OF-WAY
 LH1150'POST.
 LH1150'
 LH1150'A NEW AZIMUTH MARK WAS SET.
 LH1150'
 LH1150'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 LH1150'HIGHWAY 281 FOR 0.5 MILE TO A DRIVEWAY AND THE AZIMUTH MARK ON THE
 LH1150'RIGHT.
 LH1150'
 LH1150'AZIMUTH MARK, A STANDARD DISK STAMPED DONIPHAN 2 1961 1968, IS SET
 LH1150'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 LH1150'152.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 281, 36 FEET
 LH1150'SOUTH OF THE CENTER OF THE DRIVEWAY, 2 FEET SOUTH-SOUTHWEST OF A
 LH1150'CONCRETE RIGHT-OF-WAY POST, 1 FOOT SOUTH OF A METAL WITNESS POST,
 LH1150'AND 1 FOOT WEST OF A FENCE.
 LH1150'
 LH1150'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1/2 MILE
 LH1150'SOUTHWEST OF DONIPHAN.
 LH1150
 LH1150                          STATION RECOVERY (1976)
 LH1150
 LH1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LH1150'STATION, AND AZIMUTH FOUND IN GOOD CONDITION.
 LH1150'
 LH1150'NEAREST TOWN--DONIPHAN.
 LH1150
 LH1150                          STATION RECOVERY (1991)
 LH1150
 LH1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1150'16.2 KM (10.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE
 LH1150'JUNCTION OF U.S. HIGHWAY 30 IN GRAND ISLAND, 169.8 M (557.1 FT)
 LH1150'SOUTH OF THE EXTENDED CENTERLINE OF A PAVED ROAD LEADING TO DONIPHAN,
 LH1150'18.0 M (59.1 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE
 LH1150'SOUTHBOUND LANES OF THE HIGHWAY, 17.2 M (56.4 FT) SOUTHWEST OF A
 LH1150'UTILITY LIGHT POLE, 6.5 M (21.3 FT) NORTH OF REFERENCE MARK 4, 0.5 M
 LH1150'(1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 LH1150'GROUND SURFACE.
 LH1150
 LH1150                          STATION RECOVERY (2006)
 LH1150
 LH1150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (BKW)
 LH1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1475 ***********************************************************************
 LH1475  DESIGNATION -  DONIPHAN 2 AZ MK
 LH1475  PID         -  LH1475
 LH1475  STATE/COUNTY-  NE/HALL
 LH1475  USGS QUAD   -  ALDA (1993)
 LH1475
 LH1475                         *CURRENT SURVEY CONTROL
 LH1475  ___________________________________________________________________
 LH1475* NAD 83(1986)-  40 46 36.     (N)    098 22 41.     (W)     SCALED    
 LH1475* NAVD 88     -       592.422  (meters)    1943.64   (feet)  ADJUSTED  
 LH1475  ___________________________________________________________________
 LH1475  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 LH1475  DYNAMIC HT  -         592.103 (meters)    1942.59  (feet)  COMP
 LH1475  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 LH1475
 LH1475  VERT ORDER  -  FIRST     CLASS II
 LH1475
 LH1475.The horizontal coordinates were scaled from a topographic map and have
 LH1475.an estimated accuracy of +/- 6 seconds.
 LH1475
 LH1475.The orthometric height was determined by differential leveling
 LH1475.and adjusted by the National Geodetic Survey in May 1993..
 LH1475
 LH1475.The geoid height was determined by GEOID03.
 LH1475
 LH1475.The dynamic height is computed by dividing the NAVD 88
 LH1475.geopotential number by the normal gravity value computed on the
 LH1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1475.degrees latitude (g = 980.6199 gals.).
 LH1475
 LH1475.The modeled gravity was interpolated from observed gravity values.
 LH1475
 LH1475;                    North         East    Units  Estimated Accuracy
 LH1475;SPC NE       -   106,020.      636,880.      MT  (+/- 180 meters Scaled)
 LH1475
 LH1475                          SUPERSEDED SURVEY CONTROL
 LH1475
 LH1475  NGVD 29 (02/14/92)  592.183  (m)         1942.85   (f) ADJUSTED    1 2
 LH1475
 LH1475.Superseded values are not recommended for survey control.
 LH1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1475.See file dsdata.txt to determine how the superseded data were derived.
 LH1475
 LH1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL524141(NAD 83)
 LH1475_MARKER: DZ = AZIMUTH MARK DISK
 LH1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1475_SP_SET: CONCRETE POST
 LH1475_STAMPING: DONIPHAN 2 1961 1968
 LH1475_MARK LOGO: CGS   
 LH1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1475+STABILITY: SURFACE MOTION
 LH1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1475+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1991
 LH1475
 LH1475  HISTORY     - Date     Condition        Report By
 LH1475  HISTORY     - 1968     MONUMENTED       CGS
 LH1475  HISTORY     - 19910926 GOOD             NGS
 LH1475
 LH1475                          STATION DESCRIPTION
 LH1475
 LH1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1475'15.5 KM (9.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1475'OF U.S. HIGHWAY 30 IN GRAND ISLAND, 151.0 M (495.4 FT) SOUTH OF THE
 LH1475'CENTER OF A ROAD LEADING TO NEBRASKA MACHINERY, 76.5 M (251.0 FT)
 LH1475'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 24.7 M (81.0 FT)
 LH1475'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.5 M
 LH1475'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A
 LH1475'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1146 ***********************************************************************
 LH1146  DESIGNATION -  DONIPHAN CHIMNEY
 LH1146  PID         -  LH1146
 LH1146  STATE/COUNTY-  NE/HALL
 LH1146  USGS QUAD   -  DONIPHAN (1993)
 LH1146
 LH1146                         *CURRENT SURVEY CONTROL
 LH1146  ___________________________________________________________________
 LH1146* NAD 83(1995)-  40 46 37.63561(N)    098 22 06.33787(W)     ADJUSTED  
 LH1146* NAVD 88     -                                                        
 LH1146  ___________________________________________________________________
 LH1146  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LH1146  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 LH1146
 LH1146  HORZ ORDER  -  THIRD
 LH1146
 LH1146.The horizontal coordinates were established by classical geodetic methods
 LH1146.and adjusted by the National Geodetic Survey in August 1997..
 LH1146
 LH1146
 LH1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1146
 LH1146.The geoid height was determined by GEOID03.
 LH1146
 LH1146;                    North         East     Units Scale Factor Converg.
 LH1146;SPC NE       -   106,086.044   637,689.907   MT  0.99973885   +1 04 52.5
 LH1146;UTM  14      - 4,514,207.707   553,294.923   MT  0.99963496   +0 24 45.0
 LH1146
 LH1146                          SUPERSEDED SURVEY CONTROL
 LH1146
 LH1146  NAD 83(1986)-  40 46 37.64308(N)    098 22 06.33725(W) AD(       ) 4
 LH1146  NAD 27      -  40 46 37.58500(N)    098 22 05.09200(W) AD(       ) 3
 LH1146
 LH1146.Superseded values are not recommended for survey control.
 LH1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1146.See file dsdata.txt to determine how the superseded data were derived.
 LH1146
 LH1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5329514208(NAD 83)
 LH1146_MARKER: 85 = CHIMNEY
 LH1146
 LH1146  HISTORY     - Date     Condition        Report By
 LH1146  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1146
 LH1146                          STATION DESCRIPTION
 LH1146
 LH1146'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1143 ***********************************************************************
 LH1143  DESIGNATION -  DONIPHAN MUNICIPAL TANK
 LH1143  PID         -  LH1143
 LH1143  STATE/COUNTY-  NE/HALL
 LH1143  USGS QUAD   -  DONIPHAN (1993)
 LH1143
 LH1143                         *CURRENT SURVEY CONTROL
 LH1143  ___________________________________________________________________
 LH1143* NAD 83(1995)-  40 46 24.64554(N)    098 22 12.34039(W)     ADJUSTED  
 LH1143* NAVD 88     -                                                        
 LH1143  ___________________________________________________________________
 LH1143  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LH1143  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 LH1143
 LH1143  HORZ ORDER  -  THIRD
 LH1143
 LH1143.The horizontal coordinates were established by classical geodetic methods
 LH1143.and adjusted by the National Geodetic Survey in August 1997..
 LH1143
 LH1143
 LH1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1143
 LH1143.The geoid height was determined by GEOID03.
 LH1143
 LH1143;                    North         East     Units Scale Factor Converg.
 LH1143;SPC NE       -   105,682.859   637,556.765   MT  0.99973965   +1 04 48.5
 LH1143;UTM  14      - 4,513,806.146   553,157.098   MT  0.99963478   +0 24 41.0
 LH1143
 LH1143                          SUPERSEDED SURVEY CONTROL
 LH1143
 LH1143  NAD 83(1986)-  40 46 24.65304(N)    098 22 12.34151(W) AD(       ) 4
 LH1143  NAD 27      -  40 46 24.60500(N)    098 22 11.11800(W) AD(       ) 3
 LH1143
 LH1143.Superseded values are not recommended for survey control.
 LH1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1143.See file dsdata.txt to determine how the superseded data were derived.
 LH1143
 LH1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5315713806(NAD 83)
 LH1143_MARKER: 53 = ELEVATED TANK
 LH1143
 LH1143  HISTORY     - Date     Condition        Report By
 LH1143  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1143  HISTORY     - 1959     GOOD             CGS
 LH1143  HISTORY     - 20030813 MARK NOT FOUND   USPSQD
 LH1143
 LH1143                          STATION DESCRIPTION
 LH1143
 LH1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1143'THE STATION IS LOCATED 1 BLOCK NORTH OF THE BUSINESS DISTRICT
 LH1143'IN DONIPHAN, 150 FEET WEST OF A NORTH-SOUTH STREET AND 125
 LH1143'FEET NORTH OF AN EAST-WEST STREET.  IT IS A FOUR LEGGED
 LH1143'STEEL STRUCTURE SUPPORTING A TANK ON TOP AND HAS AN
 LH1143'OVERALL HEIGHT OF 100 FEET.
 LH1143'
 LH1143'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
 LH1143
 LH1143                          STATION RECOVERY (1959)
 LH1143
 LH1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1143'RECOVERED AS DESCRIBED IN 1950.  1950 DESCRIPTION IS ADEQUATE.
 LH1143
 LH1143                          STATION RECOVERY (2003)
 LH1143
 LH1143'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1143'STATION NOT FOUND. SITE LOCATED. WATER TANK NO LONGER EXISTS. TANK WAS
 LH1143'TORN DOWN IN 1992 AND A NEW TANK BUILT AT A NEW LOCATION IN THE TOWN.
 LH1143'THIS STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0775 ***********************************************************************
 LG0775  DESIGNATION -  DORCHESTER MUNICIPAL TANK
 LG0775  PID         -  LG0775
 LG0775  STATE/COUNTY-  NE/SALINE
 LG0775  USGS QUAD   -  DORCHESTER (1964)
 LG0775
 LG0775                         *CURRENT SURVEY CONTROL
 LG0775  ___________________________________________________________________
 LG0775* NAD 83(1995)-  40 38 47.13736(N)    097 06 51.27820(W)     ADJUSTED  
 LG0775* NAVD 88     -                                                        
 LG0775  ___________________________________________________________________
 LG0775  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 LG0775  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 LG0775
 LG0775  HORZ ORDER  -  THIRD
 LG0775
 LG0775.The horizontal coordinates were established by classical geodetic methods
 LG0775.and adjusted by the National Geodetic Survey in August 1997..
 LG0775
 LG0775
 LG0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0775
 LG0775.The geoid height was determined by GEOID03.
 LG0775
 LG0775;                    North         East     Units Scale Factor Converg.
 LG0775;SPC NE       -    94,349.208   743,985.012   MT  0.99977015   +1 54 44.6
 LG0775;UTM  14      - 4,501,217.805   659,443.860   MT  0.99991292   +1 13 43.0
 LG0775
 LG0775                          SUPERSEDED SURVEY CONTROL
 LG0775
 LG0775  NAD 83(1986)-  40 38 47.14503(N)    097 06 51.27846(W) AD(       ) 4
 LG0775  NAD 27      -  40 38 47.13100(N)    097 06 50.14100(W) AD(       ) 3
 LG0775
 LG0775.Superseded values are not recommended for survey control.
 LG0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0775.See file dsdata.txt to determine how the superseded data were derived.
 LG0775
 LG0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5944401218(NAD 83)
 LG0775_MARKER: 53 = ELEVATED TANK
 LG0775_MARK LOGO: CGS   
 LG0775
 LG0775  HISTORY     - Date     Condition        Report By
 LG0775  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0775  HISTORY     - 1935     GOOD             CGS
 LG0775  HISTORY     - 1947     GOOD             CGS
 LG0775  HISTORY     - 1976     GOOD             NGS
 LG0775  HISTORY     - 19820915 GOOD             NGS
 LG0775  HISTORY     - 20030815 GOOD             USPSQD
 LG0775
 LG0775                          STATION DESCRIPTION
 LG0775
 LG0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0775'OBJECT OBSERVED UPON WAS FINIAL OF SILVER TANK IN SOUTHWEST PART
 LG0775'OF TOWN OF DORCHESTER.  IT IS ABOUT 90 FEET TALL AND IS SOURCE OF
 LG0775'MUNICIPAL WATER SUPPLY.
 LG0775'
 LG0775'OBSERVED UPON FROM STATIONS CLARK, ZALESKY, EARNEST, FRIEND, AND
 LG0775'BEAVER.
 LG0775
 LG0775                          STATION RECOVERY (1935)
 LG0775
 LG0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 LG0775'RECOVERED IN GOOD CONDITION.
 LG0775
 LG0775                          STATION RECOVERY (1947)
 LG0775
 LG0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0775'THE STATION IS THE MUNICIPAL WATER TANK OF THE TOWN OF DORCHESTER,
 LG0775'LOCATED JUST WEST OF MAIN STREET.  IT IS A FOUR LEGGED STEEL
 LG0775'STRUCTURE ABOUT 125 FEET HIGH.  THE ENTIRE STRUCTURE IS PAINTED
 LG0775'ALUMINUM.  POINT OBSERVED UPON, FINIAL ON THE APEX OF THE ROOF.
 LG0775'
 LG0775'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LG0775
 LG0775                          STATION RECOVERY (1976)
 LG0775
 LG0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG0775'THIS STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 LG0775'DESCRIBED WITH THE EXCEPTION THE TANK IS PAINTED BLACK AND WHITE.
 LG0775'A SENIOR CITIZEN IN THE TOWN OF DORCHESTER, STATED THIS WAS THE
 LG0775'ORIGINAL TANK.
 LG0775'
 LG0775'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DORCHESTER.
 LG0775
 LG0775                          STATION RECOVERY (1982)
 LG0775
 LG0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG0775'RECOVERED IN GOOD CONDITION.
 LG0775
 LG0775                          STATION RECOVERY (2003)
 LG0775
 LG0775'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0775'STATION FOUND GOOD. STATION IS 0.2 MILE NORTH OF NEBR STATE HIGHWAY
 LG0775'33. STATION IS EAST OF FRANKLIN AVE., WEST OF WASHINGTON AVE., AND
 LG0775'SOUTH OF 7TH ST. IN THE SOUTHWEST QUARTER OF THE BLOCK. TANK IS
 LG0775'PAINTED SILVER WITH BLACK LETTERS DORCHESTER. TANK HAS 4 LEGS AND A
 LG0775'CONICAL TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0453 ***********************************************************************
 MN0453  DESIGNATION -  DORMAN
 MN0453  PID         -  MN0453
 MN0453  STATE/COUNTY-  NE/CHEYENNE
 MN0453  USGS QUAD   -  LISCO SW (1972)
 MN0453
 MN0453                         *CURRENT SURVEY CONTROL
 MN0453  ___________________________________________________________________
 MN0453* NAD 83(1995)-  41 19 49.76353(N)    102 38 14.64229(W)     ADJUSTED  
 MN0453* NAVD 88     -      1190.     (meters)    3904.     (feet)  SCALED    
 MN0453  ___________________________________________________________________
 MN0453  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 MN0453  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 MN0453
 MN0453  HORZ ORDER  -  SECOND
 MN0453
 MN0453.The horizontal coordinates were established by classical geodetic methods
 MN0453.and adjusted by the National Geodetic Survey in August 1997..
 MN0453
 MN0453.The orthometric height was scaled from a topographic map.
 MN0453
 MN0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0453
 MN0453.The geoid height was determined by GEOID03.
 MN0453
 MN0453;                    North         East     Units Scale Factor Converg.
 MN0453;SPC NE       -   169,588.453   279,322.469   MT  0.99966326   -1 44 52.1
 MN0453;UTM  13      - 4,578,138.435   697,709.676   MT  1.00008109   +1 33 38.8
 MN0453
 MN0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0453!SPC NE       -   0.99981658  x   0.99966326  =   0.99947990
 MN0453!UTM  13      -   0.99981658  x   1.00008109  =   0.99989765
 MN0453
 MN0453|---------------------------------------------------------------------|
 MN0453| PID    Reference Object                     Distance      Geod. Az  |
 MN0453|                                                           dddmmss.s |
 MN0453| CP7012 DORMAN RM 1                          18.755 METERS 04208     |
 MN0453| CP7013 DORMAN RM 2                          14.183 METERS 11713     |
 MN0453| MN0451 PLATTE PLINE CO SHORTWAVE MAST      APPROX.12.6 KM 1344221.3 |
 MN0453| CP7011 DORMAN AZ MK                                       2744823.9 |
 MN0453|---------------------------------------------------------------------|
 MN0453
 MN0453                          SUPERSEDED SURVEY CONTROL
 MN0453
 MN0453  NAD 83(1995)-  41 19 49.76329(N)    102 38 14.64284(W) AD(       ) 2
 MN0453  NAD 83(1986)-  41 19 49.75948(N)    102 38 14.64463(W) AD(       ) 2
 MN0453  NAD 27      -  41 19 49.82200(N)    102 38 12.93860(W) AD(       ) 2
 MN0453
 MN0453.Superseded values are not recommended for survey control.
 MN0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0453.See file dsdata.txt to determine how the superseded data were derived.
 MN0453
 MN0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9771078138(NAD 83)
 MN0453_MARKER: DS = TRIANGULATION STATION DISK
 MN0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0453_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0453
 MN0453  HISTORY     - Date     Condition        Report By
 MN0453  HISTORY     - 1963     MONUMENTED       CGS
 MN0453
 MN0453                          STATION DESCRIPTION
 MN0453
 MN0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0453'THE STATION IS LOCATED ON A SMALL KNOLL IN PASTURE LAND OWNED
 MN0453'BY MR. CLARENCE DORMAN, ABOUT 18 MILES EAST OF GURLEY, 13 MILES
 MN0453'NORTH OF LODGEPOLE AND 1/4 MILE EAST OF THE MR. JOHN F. CHAPMAN
 MN0453'FARM RESIDENCE.
 MN0453'
 MN0453'TO REACH THE STATION FROM THE RAILROAD DEPOT, ABOUT 0.05 MILE
 MN0453'WEST OF THE POST OFFICE IN GURLEY, DRIVE NORTH ON U.S. HIGHWAY
 MN0453'385 FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE
 MN0453'EAST ON A GRAVELED ROAD FOR 13.0 MILES TO A CROSSROAD AND THE
 MN0453'IMMANUEL LUTHERAN CHURCH.  TURN LEFT AND DRIVE NORTH ON A
 MN0453'GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND
 MN0453'DRIVE EAST ON A GRAVELED ROAD FOR 4.05 MILES TO A T-ROAD.
 MN0453'TURN RIGHT AND DRIVE SOUTH AND SOUTHEAST ON A GRAVELED AND
 MN0453'DIRT ROAD FOR 1.5 MILES TO THE AZIMUTH MARK JUST SOUTH OF
 MN0453'WHERE THE ROAD CURVES TO THE EAST.  CONTINUE EAST ON A DIRT
 MN0453'ROAD FOR 0.4 MILE TO A CATTLE GUARD IN A NORTH-SOUTH
 MN0453'FENCE AND A WIRE GATE IN AN EAST-WEST FENCE.  TURN RIGHT,
 MN0453'PASS THROUGH THE WIRE GATE, DRIVE SOUTH FOR 0.15 MILE TO
 MN0453'THE TOP OF THE KNOLL AND THE STATION.
 MN0453'
 MN0453'THE STATION IS A STANDARD DISK, STAMPED DORMAN 1963, SET IN THE
 MN0453'TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 MN0453'DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 60.0
 MN0453'FEET SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0453'AND 42 FEET WEST OF A NORTH-SOUTH FENCE.
 MN0453'
 MN0453'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DORMAN NO 1 1963,
 MN0453'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0453'12 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 MN0453'SURFACE.  IT IS 2.6 FEET NORTH OF A METAL WITNESS POST WITH
 MN0453'A SIGN ATTACHED AND 0.6 FOOT WEST OF A NORTH-SOUTH FENCE.
 MN0453'
 MN0453'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DORMAN NO 2 1963,
 MN0453'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0453'12 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND
 MN0453'SURFACE.  IT IS 64.5 FEET SOUTH OF A METAL WITNESS POST WITH
 MN0453'A SIGN ATTACHED AND 0.6 FOOT WEST OF A NORTH-SOUTH FENCE.
 MN0453'
 MN0453'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DORMAN 1963,
 MN0453'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0453'12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 MN0453'SURFACE.  IT IS 123 FEET SOUTH OF THE NORTHEAST FENCE CORNER
 MN0453'POST OF A PASTURE, 32.5 FEET NORTH OF A TELEPHONE POLE, 2.2
 MN0453'FEET NORTH OF A METAL WITNESS POST WITH A SIGN ATTACHED AND
 MN0453'SET IN A NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1339 ***********************************************************************
 LH1339  DESIGNATION -  DOSS
 LH1339  PID         -  LH1339
 LH1339  STATE/COUNTY-  NE/DAWSON
 LH1339  USGS QUAD   -  MILLER (1962)
 LH1339
 LH1339                         *CURRENT SURVEY CONTROL
 LH1339  ___________________________________________________________________
 LH1339* NAD 83(1995)-  40 53 14.71218(N)    099 29 15.96243(W)     ADJUSTED  
 LH1339* NAVD 88     -       783.     (meters)    2569.     (feet)  SCALED    
 LH1339  ___________________________________________________________________
 LH1339  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 LH1339  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 LH1339
 LH1339  HORZ ORDER  -  SECOND
 LH1339
 LH1339.The horizontal coordinates were established by classical geodetic methods
 LH1339.and adjusted by the National Geodetic Survey in August 1997..
 LH1339
 LH1339.The orthometric height was scaled from a topographic map.
 LH1339
 LH1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1339
 LH1339.The geoid height was determined by GEOID03.
 LH1339
 LH1339;                    North         East     Units Scale Factor Converg.
 LH1339;SPC NE       -   117,160.110   543,157.542   MT  0.99971643   +0 20 22.0
 LH1339;UTM  14      - 4,526,374.235   458,908.227   MT  0.99962078   -0 19 09.4
 LH1339
 LH1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1339!SPC NE       -   0.99988089  x   0.99971643  =   0.99959735
 LH1339!UTM  14      -   0.99988089  x   0.99962078  =   0.99950171
 LH1339
 LH1339:                Primary Azimuth Mark                     Grid Az
 LH1339:SPC NE       -  DOSS AZ MK                               047 30 15.6
 LH1339:UTM  14      -  DOSS AZ MK                               048 09 47.0
 LH1339
 LH1339|---------------------------------------------------------------------|
 LH1339| PID    Reference Object                     Distance      Geod. Az  |
 LH1339|                                                           dddmmss.s |
 LH1339| CN9180 DOSS AZ MK                                         0475037.6 |
 LH1339| LH1332 EVAN LUTH IMMAN KIRCHE SPIRE        APPROX.16.5 KM 0833850.2 |
 LH1339| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX.20.7 KM 1370633.8 |
 LH1339| LH1042 RADIO STATION KRVN WEST MAST        APPROX.18.6 KM 2152355.3 |
 LH1339| CN9182 DOSS RM 2                            10.330 METERS 26700     |
 LH1339| CN9181 DOSS RM 1                            14.877 METERS 35808     |
 LH1339|---------------------------------------------------------------------|
 LH1339
 LH1339                          SUPERSEDED SURVEY CONTROL
 LH1339
 LH1339  NAD 83(1986)-  40 53 14.71902(N)    099 29 15.96586(W) AD(       ) 2
 LH1339  NAD 27      -  40 53 14.68900(N)    099 29 14.59400(W) AD(       ) 2
 LH1339
 LH1339.Superseded values are not recommended for survey control.
 LH1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1339.See file dsdata.txt to determine how the superseded data were derived.
 LH1339
 LH1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5890826374(NAD 83)
 LH1339_MARKER: DS = TRIANGULATION STATION DISK
 LH1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1339
 LH1339  HISTORY     - Date     Condition        Report By
 LH1339  HISTORY     - 1951     MONUMENTED       CGS
 LH1339
 LH1339                          STATION DESCRIPTION
 LH1339
 LH1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1339'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHEAST OF
 LH1339'SUMNER, ON A HIGH PROMINENT HILL AND ON THE RIGHT-OF-WAY
 LH1339'OF AN EAST-WEST TRACK ROAD.  IT IS 26.0 FEET SOUTH OF THE
 LH1339'CENTER OF AN EAST-WEST TRACK ROAD, 4.5 FEET NORTHWEST OF
 LH1339'A WITNESS POST AND 2.5 FEET NORTH OF AN EAST-WEST FENCE
 LH1339'LINE.  IT PROJECTS 3 INCHES AND IS STAMPED DOSS 1951.
 LH1339'
 LH1339'REFERENCE MARK NO. 1 IS 23.0 FEET NORTH OF THE CENTER OF
 LH1339'AN EAST-WEST TRACK ROAD AND SET IN AN EAST-WEST FENCE
 LH1339'LINE.  IT PROJECTS 2 INCHES AND IS STAMPED DOSS NO 1 1951.
 LH1339'
 LH1339'REFERENCE MARK NO. 2 IS 28.0 FEET SOUTH OF THE CENTER OF
 LH1339'AN EAST-WEST TRACK ROAD AND SET IN AN EAST-WEST FENCE LINE.
 LH1339'IT PROJECTS 2 INCHES AND IS STAMPED DOSS NO 2 1951.
 LH1339'
 LH1339'THE DISTANCE BETWEEN REFERENCE MARKS IS 59.9 FEET.
 LH1339'
 LH1339'THE AZIMUTH MARK IS 28.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1339'DIRT ROAD, 2.0 FEET NORTH OF A WITNESS POST AND SET IN A
 LH1339'NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 LH1339'DOSS 1951.
 LH1339'
 LH1339'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 LH1339'TRACK ROAD FOR 0.25 MILE TO A CROSSROAD, TURN LEFT, NORTH,
 LH1339'ON GRADED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT
 LH1339'AS DESCRIBED.
 LH1339'
 LH1339'TO REACH THE STATION FROM THE POST OFFICE IN SUMNER, GO
 LH1339'EAST FOR 0.1 MILE TO A STREET LEADING SOUTH AT THE SOUTHWEST
 LH1339'CORNER OF THE SCHOOLHOUSE.  TURN LEFT, SOUTH, FOR 0.3 MILE
 LH1339'TO A T INTERSECTION, TURN LEFT, EAST, FOR 0.2 MILE TO A
 LH1339'GRAVELED ROAD LEADING SOUTH.  TURN RIGHT, SOUTH, ON GRAVELED
 LH1339'ROAD FOR 3.0 MILES TO WHERE MAIN ROAD TURNS LEFT, CONTINUE
 LH1339'SOUTH ON GRADED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT,
 LH1339'EAST, ON TRACK ROAD FOR 0.7 MILE TO THE TOP OF A HIGH HILL
 LH1339'AND THE STATION ON THE RIGHT AS DESCRIBED.
 LH1339'
 LH1339'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0461 ***********************************************************************
 NO0461  DESIGNATION -  DOUGHBOY
 NO0461  PID         -  NO0461
 NO0461  STATE/COUNTY-  NE/CHERRY
 NO0461  USGS QUAD   -  FARM FLAT (1985)
 NO0461
 NO0461                         *CURRENT SURVEY CONTROL
 NO0461  ___________________________________________________________________
 NO0461* NAD 83(1995)-  42 34 30.68838(N)    101 16 37.11596(W)     ADJUSTED  
 NO0461* NAVD 88     -      1076.     (meters)    3530.     (feet)  SCALED    
 NO0461  ___________________________________________________________________
 NO0461  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 NO0461  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 NO0461
 NO0461  HORZ ORDER  -  SECOND
 NO0461
 NO0461.The horizontal coordinates were established by classical geodetic methods
 NO0461.and adjusted by the National Geodetic Survey in August 1997..
 NO0461
 NO0461.The orthometric height was scaled from a topographic map.
 NO0461
 NO0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0461
 NO0461.The geoid height was determined by GEOID03.
 NO0461
 NO0461;                    North         East     Units Scale Factor Converg.
 NO0461;SPC NE       -   305,208.081   395,180.951   MT  0.99983304   -0 50 46.5
 NO0461;UTM  14      - 4,716,155.133   313,129.713   MT  1.00002965   -1 32 27.4
 NO0461
 NO0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0461!SPC NE       -   0.99983435  x   0.99983304  =   0.99966742
 NO0461!UTM  14      -   0.99983435  x   1.00002965  =   0.99986400
 NO0461
 NO0461|---------------------------------------------------------------------|
 NO0461| PID    Reference Object                     Distance      Geod. Az  |
 NO0461|                                                           dddmmss.s |
 NO0461| CP9187 DOUGHBOY RM 2                        11.570 METERS 00103     |
 NO0461| CP9186 DOUGHBOY RM 1                         9.990 METERS 13026     |
 NO0461| CP9185 DOUGHBOY AZ MK                                     3581646.0 |
 NO0461|---------------------------------------------------------------------|
 NO0461
 NO0461                          SUPERSEDED SURVEY CONTROL
 NO0461
 NO0461  NAD 83(1986)-  42 34 30.68556(N)    101 16 37.12283(W) AD(       ) 2
 NO0461  NAD 27      -  42 34 30.69600(N)    101 16 35.57700(W) AD(       ) 2
 NO0461
 NO0461.Superseded values are not recommended for survey control.
 NO0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0461.See file dsdata.txt to determine how the superseded data were derived.
 NO0461
 NO0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1313016155(NAD 83)
 NO0461_MARKER: DD = SURVEY DISK
 NO0461_SETTING: 0 = UNSPECIFIED SETTING
 NO0461
 NO0461  HISTORY     - Date     Condition        Report By
 NO0461  HISTORY     - 1949     MONUMENTED       CGS
 NO0461
 NO0461                          STATION DESCRIPTION
 NO0461
 NO0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0461'THE STATION IS LOCATED ABOUT 25-1/2 MILES SOUTH AND 1-1/2
 NO0461'MILES WEST OF CODY, 26.0 MILES SOUTH-SOUTHWEST OF NENZEL
 NO0461'AND 3-1/4 MILES SOUTH OF THE BRIDGE OVER THE SNAKE RIVER ON
 NO0461'THE HIGHEST POINT OF A PROMINENT SAND HILL BETWEEN THE SNAKE
 NO0461'RIVER AND BOARDSMAN CREEK.  IT IS 10-1/2 FEET NORTH OF WITNESS
 NO0461'POST, STAMPED DOUGHBOY 1949 AND PROJECTS 8 INCHES.
 NO0461'
 NO0461'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, SET NEAR
 NO0461'THE EAST SLOPE OF THE HILL AND ON ABOUT THE SAME ELEVATION
 NO0461'AS THE STATION MARK.  IT IS STAMPED DOUGHBOY NO 1 1949 AND
 NO0461'PROJECTS 8 INCHES.
 NO0461'
 NO0461'REFERENCE MARK NO 2 IS NORTH-NORTHEAST OF THE STATION, SET
 NO0461'ON THE TOP OF A SMALL SAND KNOLL AND ON ABOUT THE SAME ELEVATION
 NO0461'AS THE STATION MARK.  IT IS STAMPED DOUGHBOY NO 2 1949 AND
 NO0461'PROJECTS 8 INCHES.
 NO0461'
 NO0461'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 NO0461'NO 2 IS 63.94 FEET.
 NO0461'
 NO0461'THE AZIMUTH MARK IS ABOUT 1.0 MILE, AIRLINE, NORTH OF THE
 NO0461'STATION, 35 FEET WEST OF THE CENTER OF TRACK ROAD AND 6 FEET
 NO0461'WEST OF WITNESS POST.  IT IS STAMPED DOUGHBOY 1949 AND PROJECTS
 NO0461'2 INCHES.
 NO0461'
 NO0461'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0461'WEST AND SOUTH ON GRAVELED ROAD FOR 9.2 MILES TO BRIDGE OVER
 NO0461'THE NIOBRARA RIVER, CONTINUE ON MAIN ROAD KEEPING LEFT FORK
 NO0461'JUST AFTER CROSSING BRIDGE FOR 0.95 MILE TO FORKS, BEAR
 NO0461'RIGHT FOR 0.75 MILES TO ENTRANCE TO THE NEBRASKA NATIONAL
 NO0461'FOREST, CONTINUE SOUTH ON MAIN ROAD FOR 2.75 MILES TO PLANTING
 NO0461'CAMP ON LEFT, CONTINUE SOUTH AND WEST ON MAIN ROAD FOR 6.0
 NO0461'MILES TO CATTLE GUARD AND NATIONAL FOREST BOUNDARY, CONTINUE
 NO0461'WEST, SOUTH AND WEST ON SAND ROAD FOR 1.55 MILES TO THE
 NO0461'DIAMOND BAR RANCH ON RIGHT, CONTINUE WEST PASSING BETWEEN
 NO0461'HOUSE AND RED PAINTED BARN FOR 0.4 MILE TO FORKS, BEAR LEFT
 NO0461'AND FOLLOW MAIN ROAD SOUTHERLY FOR 0.9 MILE TO CATTLE
 NO0461'GUARD, CONTINUE SOUTH AND WEST FOR 0.8 MILE TO CATTLE
 NO0461'GUARD, CONTINUE WEST AND SOUTH ON MAIN ROAD FOR 1.85 MILES TO
 NO0461'CATTLE GUARD, CONTINUE SOUTH AND WEST ON MAIN TRACK ROAD
 NO0461'FOR 3.0 MILES TO CATTLE GUARD, CONTINUE ON MAIN ROAD FOR
 NO0461'1.85 MILES TO BRIDGE OVER THE SNAKE RIVER, CONTINUE SOUTH
 NO0461'FOR 0.1 MILE TO RANCH HOUSE ON THE LEFT (DOUGHBOY),
 NO0461'CONTINUE SOUTH AND WEST FOR 0.7 MILE TO A CATTLE GUARD,
 NO0461'CONTINUE WEST ON MAIN ROAD FOR 0.4 MILE TO CATTLE GUARD,
 NO0461'CROSS CATTLE GUARD BEAR LEFT ON MAIN ROAD FOR 0.5 MILE TO
 NO0461'CATTLE GUARD, CONTINUE FOR 0.05 MILE TO FORKS, BEAR
 NO0461'RIGHT AND CONTINUE ON MAIN ROAD IN A SOUTHERLY DIRECTION FOR
 NO0461'0.5 MILE TO THE AZIMUTH MARK ON THE WEST SIDE AS
 NO0461'DESCRIBED, CONTINUE SOUTHWEST AND SOUTH ON MAIN ROAD FOR
 NO0461'1.1 MILE TO CATTLE GUARD, CONTINUE SOUTH FOR ABOUT 0.05 MILE
 NO0461'TO TOP OF RIDGE, HERE TURN LEFT OFF OF ROAD AND GO EAST-SOUTHEAST
 NO0461'ACROSS SAND HILLS FOR 0.65 MILE TO END OF TRUCK TRAVEL JUST
 NO0461'SOUTH OF HIGHEST POINT AND STATION AS DESCRIBED.
 NO0461'
 NO0461'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0980 ***********************************************************************
 LG0980  DESIGNATION -  DOUGLAS
 LG0980  PID         -  LG0980
 LG0980  STATE/COUNTY-  NE/OTOE
 LG0980  USGS QUAD   -  PALMYRA (1966)
 LG0980
 LG0980                         *CURRENT SURVEY CONTROL
 LG0980  ___________________________________________________________________
 LG0980* NAD 83(1995)-  40 37 53.87747(N)    096 23 09.48577(W)     ADJUSTED  
 LG0980* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 LG0980  ___________________________________________________________________
 LG0980  LAPLACE CORR-          -9.51  (seconds)                    DEFLEC99
 LG0980  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 LG0980
 LG0980  HORZ ORDER  -  SECOND
 LG0980
 LG0980.The horizontal coordinates were established by classical geodetic methods
 LG0980.and adjusted by the National Geodetic Survey in August 1997..
 LG0980
 LG0980.The orthometric height was scaled from a topographic map.
 LG0980
 LG0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0980
 LG0980.The geoid height was determined by GEOID03.
 LG0980
 LG0980;                    North         East     Units Scale Factor Converg.
 LG0980;SPC NE       -    95,022.540   805,595.678   MT  0.99977401   +2 23 42.0
 LG0980;UTM  14      - 4,501,151.374   721,075.271   MT  1.00020162   +1 42 10.5
 LG0980
 LG0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0980!SPC NE       -   0.99993927  x   0.99977401  =   0.99971329
 LG0980!UTM  14      -   0.99993927  x   1.00020162  =   1.00014087
 LG0980
 LG0980:                Primary Azimuth Mark                     Grid Az
 LG0980:SPC NE       -  PALMYRA N NAT GAS RADIO MAST             002 51 53.8
 LG0980:UTM  14      -  PALMYRA N NAT GAS RADIO MAST             003 33 25.3
 LG0980
 LG0980|---------------------------------------------------------------------|
 LG0980| PID    Reference Object                     Distance      Geod. Az  |
 LG0980|                                                           dddmmss.s |
 LG0980| LG0973 PALMYRA N NAT GAS RADIO MAST        APPROX.13.0 KM 0051535.8 |
 LG0980| CL6415 DOUGLAS RM 1                         15.822 METERS 16732     |
 LG0980| LG0979 DOUGLAS MUNICIPAL TANK              APPROX. 4.0 KM 1795620.9 |
 LG0980| CL6414 DOUGLAS AZ MK RESET 2                              1874638.9 |
 LG0980| CL6413 DOUGLAS AZ MK RESET                                1884714.6 |
 LG0980| CL6412 DOUGLAS AZ MK                                      1910707.8 |
 LG0980| CL6416 DOUGLAS RM 2                         15.815 METERS 28210     |
 LG0980| LG1138 BENNET MUNICIPAL TANK               APPROX.11.9 KM 2990117.4 |
 LG0980| LG0981 PALMYRA MUNICIPAL TANK              APPROX. 8.3 KM 3553949.6 |
 LG0980|---------------------------------------------------------------------|
 LG0980
 LG0980                          SUPERSEDED SURVEY CONTROL
 LG0980
 LG0980  NAD 83(1986)-  40 37 53.88622(N)    096 23 09.48267(W) AD(       ) 2
 LG0980  NAD 27      -  40 37 53.89434(N)    096 23 08.44372(W) AD(       ) 2
 LG0980
 LG0980.Superseded values are not recommended for survey control.
 LG0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0980.See file dsdata.txt to determine how the superseded data were derived.
 LG0980
 LG0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2107501151(NAD 83)
 LG0980_MARKER: DS = TRIANGULATION STATION DISK
 LG0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0980
 LG0980  HISTORY     - Date     Condition        Report By
 LG0980  HISTORY     - 1947     MONUMENTED       CGS
 LG0980  HISTORY     - 1961     GOOD             CGS
 LG0980  HISTORY     - 1962     GOOD             CGS
 LG0980
 LG0980                          STATION DESCRIPTION
 LG0980
 LG0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0980'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF PALMYRA, 2.5 MILES
 LG0980'NORTH OF DOUGLAS, 0.1 MILE EAST OF A CROSSROAD, 35 FEET SOUTH OF
 LG0980'THE CENTER OF A DIRT ROAD, 15.5 FEET SOUTHWEST OF A FENCE CORNER,
 LG0980'AND 10 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 2 INCHES AND
 LG0980'IS STAMPED DOUGLAS 1947.
 LG0980'
 LG0980'REFERENCE MARK NO. 1 IS AT THE EAST SIDE OF A PASTURE AND 6 INCHES
 LG0980'WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 3 INCHES AND IS
 LG0980'STAMPED DOUGLAS NO 1 1947.
 LG0980'
 LG0980'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF A PASTURE, 25 FEET
 LG0980'SOUTH OF THE CENTER OF A DIRT ROAD AND 6 INCHES SOUTH OF AN
 LG0980'EAST-WEST FENCE LINE.  IT PROJECTS 3 INCHES AND IS STAMPED
 LG0980'DOUGLAS NO 2 1947.
 LG0980'
 LG0980'AZMUTH MARK IS 40.5 FEET SOUTHWEST OF THE CENTER OF INTERSECTION
 LG0980'OF A T ROAD, 3 FEET NORTH OF A WITNESS POST, 2 FEET
 LG0980'SOUTH-SOUTHEAST OF A FENCE CORNER, AND 1 FOOT EAST OF A
 LG0980'NORTH-SOUTH FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED
 LG0980'DOUGLAS 1947.
 LG0980'
 LG0980'TO REACH THE STATION FROM THE SCHOOL BUILDING IN DOUGLAS, GO
 LG0980'NORTH ON THE PALMYRA ROAD FOR 2.6 MILES TO A CROSSROAD, TURN
 LG0980'RIGHT, EAST, AND GO 0.1 MILE TO THE STATION ON THE RIGHT AS
 LG0980'DESCRIBED.
 LG0980'
 LG0980'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.1 MILE, TURN
 LG0980'LEFT, SOUTH, ON A GRAVELED ROAD AND GO 0.5 MILE TO A T ROAD RIGHT,
 LG0980'AND THE AZIMUTH MARK AS DESCRIBED.
 LG0980'
 LG0980'A 15 FOOT SIGNAL AT PLEASANT HILL IS VISIBLE AT 37 FEET.
 LG0980'
 LG0980'AN 87 FOOT SIGNAL AT WEST POINT IS VISIBLE AT 37 FEET.
 LG0980'
 LG0980'A 74 FOOT SIGNAL AT LONE STAR IS VISIBLE AT 37 FEET.
 LG0980'
 LG0980'AN 87 FOOT SIGNAL AT CROSS IS VISIBLE AT 37 FEET.
 LG0980'
 LG0980'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG0980
 LG0980                          STATION RECOVERY (1961)
 LG0980
 LG0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0980'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LG0980'RECOVERED, FOUND TO BE AS DESCRIBED IN 1947 AND IN GOOD CONDITION.
 LG0980'THE AZIMUTH MARK WAS RECOVERED, FOUND TO BE IN POOR CONDITION AND
 LG0980'TILTED AND WAS DESTROYED.  A NEW AZIMUTH WAS ESTABLISHED THIS
 LG0980'YEAR.
 LG0980'
 LG0980'THE 1947 ROUTE TO THE STATION IS ADEQUATE, BUT IT CAN ALSO BE
 LG0980'REACHED FROM THE PALMYRA RAILROAD STATION AS FOLLOWS, DRIVE SOUTH
 LG0980'ON STATE SPUR ROUTE 802 FOR 4.95 MILES TO A CROSS ROAD.  *TURN
 LG0980'LEFT ALONG THE DIRT ROAD FOR 0.1 MILE TO THE STATION WITHIN A
 LG0980'FENCE CORNER ON THE RIGHT.
 LG0980'
 LG0980'*TO REACH THE AZIMUTH MARK, CONTINUE SOUTH ON THE STATE ROUTE FOR
 LG0980'0.5 MILE TO THE MARK ON THE LEFT.
 LG0980'
 LG0980'THE AZIMUTH MARK, A STANDARD DISK STAMPED DOUGLAS 1947 RESET 1961,
 LG0980'IS SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 LG0980'TOP, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 LG0980'IS 31.5 FEET EAST OF THE CENTER OF STATE SPUR ROUTE 802, 2.5
 LG0980'FEET HIGHER IN ELEVATION THAN THE SURFACE OF THE ROAD, 2.0 FEET
 LG0980'NORTH OF A POWER POLE, 1.6 FEET EAST OF A METAL WITNESS POST
 LG0980'WITH SIGN AND 4.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.
 LG0980
 LG0980                          STATION RECOVERY (1962)
 LG0980
 LG0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG0980'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0980'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD PROBABLY BEEN
 LG0980'RESET IN 1961 AND HAD BEEN DISPLACED BY ROAD CONSTRUCTION.  THE
 LG0980'DISK WAS GONE FROM THE ORIGINAL AZIMUTH MARK.  A NEW AZIMUTH
 LG0980'MARK WAS SET USING THE DOUGLAS MUN., WATER TANK AS AN INITIAL TO
 LG0980'ESTABLISH A BEARING FOR IT.  THERE WAS A STEEL POST 1 FOOT NORTH
 LG0980'OF THE STATION MARK WHICH PROTECTS 4 INCHES.  A DESCRIPTION AND
 LG0980'TO REACH FOR THE RESET AZIMUTH MARK FOLLOW-
 LG0980'
 LG0980'AZMUTH MARK (RESET) IS 0.6 MILE SOUTH OF THE STATION, 144 FEET
 LG0980'SOUTH OF THE 3RD POWER POLE SOUTH OF A T-ROAD WEST AND A FENCE
 LG0980'EAST, 68 FEET EAST OF THE CENTER OF NEBRASKA STATE SPUR 802, 3
 LG0980'FEET NORTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, AND 1 FOOT
 LG0980'SOUTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 8 INCHES
 LG0980'AND THE DISK IS STAMPED DOUGLAS RESET 1962.
 LG0980'
 LG0980'TO REACH THE STATION AND THE AZIMUTH MARK FROM THE NORTHWEST
 LG0980'CORNER OF THE SCHOOL GROUNDS IN DOUGLAS, GO NORTH ON SITE SPUR
 LG0980'802 WHICH IS HARD-SURFACED FOR 1.9 MILES TO THE AZIMUTH MARK
 LG0980'ON THE RIGHT AS DESCRIBED.  CONTINUE ON STATE SPUR 802 FOR 0.6
 LG0980'MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE
 LG0980'STATION.
 LG0980'
 LG0980'THERE WAS A USGS BENCH MARK BRASS CAP ATOP A 4-INCH IRON PIPE
 LG0980'WHICH WAS LOCATED 484.28 FEET (HORIZONTAL DISTANCE) NORTH OF THE
 LG0980'AZIMUTH MARK (RESET).
 LG0980'AN ELEVATION OF 1316. FEET WAS STAMPED ON TOP OF THE
 LG0980'BRASS DISK.  THIS ELEVATION WAS TRANSFERRED TO THE DOUGLAS
 LG0980'AZIMUTH MARK RESET 1962 AND THE AZMUTH MARK IS 13.40 FEET HIGHER
 LG0980'THAN THE OLD USGS DISK WHICH WILL BE DESTROYED BY THE ROAD
 LG0980'CONSTRUCTION.  THE USGS PUBLISHED ELEVATION FOR THE MARK IS
 LG0980'1316.66 FEET WHICH MAKE THE ELEVATION FOR THE DOUGLAS AZIMUTH
 LG0980'MARK RESET 1962 ABOUT 1330.06 FEET.
 LG0980'
 LG0980'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0979 ***********************************************************************
 LG0979  DESIGNATION -  DOUGLAS MUNICIPAL TANK
 LG0979  PID         -  LG0979
 LG0979  STATE/COUNTY-  NE/OTOE
 LG0979  USGS QUAD   -  DOUGLAS (1965)
 LG0979
 LG0979                         *CURRENT SURVEY CONTROL
 LG0979  ___________________________________________________________________
 LG0979* NAD 83(1995)-  40 35 43.04080(N)    096 23 09.30347(W)     ADJUSTED  
 LG0979* NAVD 88     -                                                        
 LG0979  ___________________________________________________________________
 LG0979  LAPLACE CORR-          -9.30  (seconds)                    DEFLEC99
 LG0979  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 LG0979
 LG0979  HORZ ORDER  -  THIRD
 LG0979
 LG0979.The horizontal coordinates were established by classical geodetic methods
 LG0979.and adjusted by the National Geodetic Survey in August 1997..
 LG0979
 LG0979
 LG0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0979
 LG0979.The geoid height was determined by GEOID03.
 LG0979
 LG0979;                    North         East     Units Scale Factor Converg.
 LG0979;SPC NE       -    90,991.318   805,768.574   MT  0.99978379   +2 23 42.1
 LG0979;UTM  14      - 4,497,116.649   721,199.470   MT  1.00020231   +1 42 06.1
 LG0979
 LG0979                          SUPERSEDED SURVEY CONTROL
 LG0979
 LG0979  NAD 83(1986)-  40 35 43.04880(N)    096 23 09.29935(W) AD(       ) 4
 LG0979  NAD 27      -  40 35 43.05700(N)    096 23 08.25800(W) AD(       ) 3
 LG0979
 LG0979.Superseded values are not recommended for survey control.
 LG0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0979.See file dsdata.txt to determine how the superseded data were derived.
 LG0979
 LG0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2119997117(NAD 83)
 LG0979_MARKER: 53 = ELEVATED TANK
 LG0979
 LG0979  HISTORY     - Date     Condition        Report By
 LG0979  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0979  HISTORY     - 20040602 MARK NOT FOUND   USPSQD
 LG0979
 LG0979                          STATION DESCRIPTION
 LG0979
 LG0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0979'THE TANK IS LOCATED IN THE NORTH EDGE OF TOWN.  IT IS A FOUR
 LG0979'LEGGED STEEL STRUCTURE SUPPORTING A TANK.  THE TANK AND THE LEGS
 LG0979'ARE PAINTED BLACK AND THE ROOF IS SILVER.  THE LETTERS DOUGLAS
 LG0979'IS PAINTED IN SILVER ON THE EAST AND WEST SIDES OF THE TANK, THE
 LG0979'OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 100 FEET.  THE POINT
 LG0979'OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG0979
 LG0979                          STATION RECOVERY (2004)
 LG0979
 LG0979'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0979'STATION NOT FOUND. SITE LOCATED. ACCORDING TO LONG-TIME AREA RESIDENT,
 LG0979'IRVIN PHILLIPS, THE TANK NORTH OF THE SCHOOL AND EAST OF WASHINGTON
 LG0979'STREET, DESCRIBED IN THE 1947 DESCRIPTION, HAS BEEN TORN DOWN. A NEW
 LG0979'TANK HAS BEEN ERECTED.  THIS STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0587 ***********************************************************************
 MN0587  DESIGNATION -  DOVE
 MN0587  PID         -  MN0587
 MN0587  STATE/COUNTY-  NE/KIMBALL
 MN0587  USGS QUAD   -  BENNETT RESERVOIR NW (1979)
 MN0587
 MN0587                         *CURRENT SURVEY CONTROL
 MN0587  ___________________________________________________________________
 MN0587* NAD 83(1995)-  41 22 59.54143(N)    103 39 48.18340(W)     ADJUSTED  
 MN0587* NAVD 88     -      1495.     (meters)    4905.     (feet)  SCALED    
 MN0587  ___________________________________________________________________
 MN0587  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 MN0587  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 MN0587
 MN0587  HORZ ORDER  -  SECOND
 MN0587
 MN0587.The horizontal coordinates were established by classical geodetic methods
 MN0587.and adjusted by the National Geodetic Survey in August 1997..
 MN0587
 MN0587.The orthometric height was scaled from a topographic map.
 MN0587
 MN0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0587
 MN0587.The geoid height was determined by GEOID03.
 MN0587
 MN0587;                    North         East     Units Scale Factor Converg.
 MN0587;SPC NE       -   178,563.778   193,768.094   MT  0.99966088   -2 25 39.8
 MN0587;UTM  13      - 4,582,159.846   611,759.147   MT  0.99975371   +0 53 01.4
 MN0587
 MN0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0587!SPC NE       -   0.99976855  x   0.99966088  =   0.99942951
 MN0587!UTM  13      -   0.99976855  x   0.99975371  =   0.99952232
 MN0587
 MN0587:                Primary Azimuth Mark                     Grid Az
 MN0587:SPC NE       -  DOVE AZ MK                               179 22 25.5
 MN0587:UTM  13      -  DOVE AZ MK                               176 03 44.3
 MN0587
 MN0587|---------------------------------------------------------------------|
 MN0587| PID    Reference Object                     Distance      Geod. Az  |
 MN0587|                                                           dddmmss.s |
 MN0587| AI1419 DOVE AZ MK                                         1765645.7 |
 MN0587| CP7026 DOVE RM 1                            15.512 METERS 17956     |
 MN0587| MN0581 SCHLUMBERGER RAD KAJ 629 MAST       APPROX. 5.0 KM 1812156.2 |
 MN0587| CP7027 DOVE RM 2                             9.774 METERS 34022     |
 MN0587|---------------------------------------------------------------------|
 MN0587
 MN0587                          SUPERSEDED SURVEY CONTROL
 MN0587
 MN0587  NAD 83(1995)-  41 22 59.54091(N)    103 39 48.18308(W) AD(       ) 2
 MN0587  NAD 83(1986)-  41 22 59.53226(N)    103 39 48.18299(W) AD(       ) 2
 MN0587  NAD 27      -  41 22 59.61210(N)    103 39 46.39220(W) AD(       ) 2
 MN0587
 MN0587.Superseded values are not recommended for survey control.
 MN0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0587.See file dsdata.txt to determine how the superseded data were derived.
 MN0587
 MN0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1175982160(NAD 83)
 MN0587_MARKER: DS = TRIANGULATION STATION DISK
 MN0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0587_STAMPING: DOVE 1963
 MN0587_MARK LOGO: CGS   
 MN0587_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0587+STABILITY: SURFACE MOTION
 MN0587
 MN0587  HISTORY     - Date     Condition        Report By
 MN0587  HISTORY     - 1963     MONUMENTED       CGS
 MN0587  HISTORY     - 19970410 GOOD             NEDR
 MN0587
 MN0587                          STATION DESCRIPTION
 MN0587
 MN0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0587'THE STATION IS 10-1/2 MILES NORTH OF KIMBALL, IN THE SOUTHEAST
 MN0587'QUARTER OF SECTION 6, T 16 N, R 55 W AND ON THE WEST RIGHT-OF-WAY
 MN0587'OF STATE HIGHWAY 71.
 MN0587'
 MN0587'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0587'STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON STATE HIGHWAY 71 FOR
 MN0587'9.75 MILES TO THE AZIMUTH MARK ON THE RIGHT, EAST OF THE
 MN0587'HIGHWAY.  CONTINUE NORTH ON THE HIGHWAY FOR 0.6 MILE TO THE
 MN0587'STATION ON THE LEFT, 67 FEET SOUTH OF MR. ANDERSONS DRIVEWAY.
 MN0587'
 MN0587'STATION MARKS ARE STANDARD DISKS STAMPED DOVE 1963.  THE
 MN0587'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0587'SURFACE OF THE GROUND.  IT IS 73 FEET WEST OF THE CENTER OF
 MN0587'HIGHWAY 71, 67 FEET SOUTH OF A DRIVEWAY, AND 34 FEET SOUTHEAST
 MN0587'OF A POWER POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MN0587'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0587'
 MN0587'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DOVE NO 1 1963,
 MN0587'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0587'THE GROUND.  IT IS 84 FEET SOUTH OF A POWER POLE AND 77 FEET
 MN0587'WEST OF THE HIGHWAY.
 MN0587'
 MN0587'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DOVE NO 2 1963,
 MN0587'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0587'THE GROUND.  IT IS 82 FEET WEST OF THE CENTER OF HIGHWAY 71,
 MN0587'36 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, AND 3 FEET EAST
 MN0587'OF THE POWER POLE.
 MN0587'
 MN0587'AZIMUTH MARK, A STANDARD DISK STAMPED DOVE 1963, IS SET IN
 MN0587'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 66 FEET
 MN0587'EAST OF THE CENTER OF HIGHWAY 71, 3 FEET NORTHEAST OF A
 MN0587'METAL WITNESS POST, 2 FEET NORTH OF A POWER POLE, AND 2 FEET
 MN0587'WEST OF A FENCE.
 MN0587'
 MN0587'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0587
 MN0587                          STATION RECOVERY (1997)
 MN0587
 MN0587'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 MN0587'THE MARK WAS RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF ROAD
 MN0587'CONSTRUCTION.  STATION-DOVE 2 HAS BEEN ESTABLISHED NEARBY.  FOR
 MN0587'FURTHER DETAILS, SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1092 ***********************************************************************
 LH1092  DESIGNATION -  DOWD
 LH1092  PID         -  LH1092
 LH1092  STATE/COUNTY-  NE/HAMILTON
 LH1092  USGS QUAD   -  AURORA WEST (1968)
 LH1092
 LH1092                         *CURRENT SURVEY CONTROL
 LH1092  ___________________________________________________________________
 LH1092* NAD 83(1995)-  40 51 36.22115(N)    098 00 28.51799(W)     ADJUSTED  
 LH1092* NAVD 88     -       603.99   (+/-2cm)    1981.6    (feet)  VERTCON   
 LH1092  ___________________________________________________________________
 LH1092  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 LH1092  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 LH1092
 LH1092  HORZ ORDER  -  SECOND
 LH1092  VERT ORDER  -  THIRD ? (See Below)
 LH1092
 LH1092.The horizontal coordinates were established by classical geodetic methods
 LH1092.and adjusted by the National Geodetic Survey in August 1997..
 LH1092
 LH1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1092.The vertical order pertains to the NGVD 29 superseded value.
 LH1092
 LH1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1092
 LH1092.The geoid height was determined by GEOID03.
 LH1092
 LH1092;                    North         East     Units Scale Factor Converg.
 LH1092;SPC NE       -   115,929.225   667,896.255   MT  0.99972165   +1 19 12.5
 LH1092;UTM  14      - 4,523,696.336   583,612.135   MT  0.99968604   +0 38 56.6
 LH1092
 LH1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1092!SPC NE       -   0.99990928  x   0.99972165  =   0.99963096
 LH1092!UTM  14      -   0.99990928  x   0.99968604  =   0.99959535
 LH1092
 LH1092:                Primary Azimuth Mark                     Grid Az
 LH1092:SPC NE       -  GILTNER COOP                             230 28 51.8
 LH1092:UTM  14      -  GILTNER COOP                             231 09 07.7
 LH1092
 LH1092|---------------------------------------------------------------------|
 LH1092| PID    Reference Object                     Distance      Geod. Az  |
 LH1092|                                                           dddmmss.s |
 LH1092| LH1094 GILTNER COOP                        APPROX.15.6 KM 2314804.3 |
 LH1092| LH1097 GILTNER NEBR EDUCATION TV MAST      APPROX.19.5 KM 2500939.5 |
 LH1092|---------------------------------------------------------------------|
 LH1092
 LH1092                          SUPERSEDED SURVEY CONTROL
 LH1092
 LH1092  NAD 83(1986)-  40 51 36.22978(N)    098 00 28.52002(W) AD(       ) 2
 LH1092  NAD 27      -  40 51 36.19293(N)    098 00 27.32962(W) AD(       ) 2
 LH1092  NGVD 29 (07/19/86)  603.76   (m)         1980.8    (f) LEVELING    3  
 LH1092
 LH1092.Superseded values are not recommended for survey control.
 LH1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1092.See file dsdata.txt to determine how the superseded data were derived.
 LH1092
 LH1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8361223696(NAD 83)
 LH1092_MARKER: DD = SURVEY DISK
 LH1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1092_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1092+STABILITY: SURFACE MOTION
 LH1092
 LH1092  HISTORY     - Date     Condition        Report By
 LH1092  HISTORY     - 1961     MONUMENTED       NEDR
 LH1092
 LH1092                          STATION DESCRIPTION
 LH1092
 LH1092'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LH1092'THE STATION IS LOCATED AT AURORA, IN SECTION 4 T10N R6W ON TOP OF
 LH1092'DOWD GRAIN ELEVATOR (HIGHEST POINT.)
 LH1092'
 LH1092'TO REACH STATION FROM COUNTY COURT HOUSE IN AURORA, PROCEED 0.2 MILE
 LH1092'WEST, FROM STREET ON SOUTH SIDE OF SAME, TURN LEFT (SOUTH) AND GO
 LH1092'0.5 MILE, TURN RIGHT (WEST) AND GO ONE BLOCK (400 FEET) TO STATION.
 LH1092'
 LH1092'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK
 LH1092'STAMPED DOWD-1961.  USE THE SELF-OPERATED MAN LIFT TO THE TOP OF
 LH1092'SHAFT.  FOLLOW PLATFORM AND SERIES OF STAIRCASES, TO MANHOLE.
 LH1092'
 LH1092'NO REFERENCE MARKS.
 LH1092'
 LH1092'NO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0957 ***********************************************************************
 LG0957  DESIGNATION -  DOWD 14
 LG0957  PID         -  LG0957
 LG0957  STATE/COUNTY-  NE/HAMILTON
 LG0957  USGS QUAD   -  AURORA EAST (1968)
 LG0957
 LG0957                         *CURRENT SURVEY CONTROL
 LG0957  ___________________________________________________________________
 LG0957* NAD 83(1995)-  40 49 04.21882(N)    097 59 48.91734(W)     ADJUSTED  
 LG0957* NAVD 88     -       547.12   (+/-2cm)    1795.0    (feet)  VERTCON   
 LG0957  ___________________________________________________________________
 LG0957  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 LG0957  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 LG0957
 LG0957  HORZ ORDER  -  SECOND
 LG0957  VERT ORDER  -  THIRD ? (See Below)
 LG0957
 LG0957.The horizontal coordinates were established by classical geodetic methods
 LG0957.and adjusted by the National Geodetic Survey in August 1997..
 LG0957
 LG0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0957.The vertical order pertains to the NGVD 29 superseded value.
 LG0957
 LG0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0957
 LG0957.The geoid height was determined by GEOID03.
 LG0957
 LG0957;                    North         East     Units Scale Factor Converg.
 LG0957;SPC NE       -   111,264.306   668,931.799   MT  0.99973015   +1 19 38.8
 LG0957;UTM  14      - 4,519,019.784   584,592.907   MT  0.99968808   +0 39 20.5
 LG0957
 LG0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0957!SPC NE       -   0.99991821  x   0.99973015  =   0.99964839
 LG0957!UTM  14      -   0.99991821  x   0.99968808  =   0.99960632
 LG0957
 LG0957|---------------------------------------------------------------------|
 LG0957| PID    Reference Object                     Distance      Geod. Az  |
 LG0957|                                                           dddmmss.s |
 LG0957| CN9184 DOWD 14 RM 1                                       05253     |
 LG0957| CN9185 DOWD 14 RM 2                                       14109     |
 LG0957| CN9183 DOWD 14 AZ MK                                      1794423.5 |
 LG0957|---------------------------------------------------------------------|
 LG0957
 LG0957                          SUPERSEDED SURVEY CONTROL
 LG0957
 LG0957  NAD 83(1986)-  40 49 04.22722(N)    097 59 48.91931(W) AD(       ) 2
 LG0957  NAD 27      -  40 49 04.18797(N)    097 59 47.72978(W) AD(       ) 2
 LG0957  NGVD 29 (07/19/86)  546.89   (m)         1794.3    (f) LEVELING    3  
 LG0957
 LG0957.Superseded values are not recommended for survey control.
 LG0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0957.See file dsdata.txt to determine how the superseded data were derived.
 LG0957
 LG0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8459319020(NAD 83)
 LG0957_MARKER: DD = SURVEY DISK
 LG0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0957
 LG0957  HISTORY     - Date     Condition        Report By
 LG0957  HISTORY     - 1961     MONUMENTED       NEDR
 LG0957
 LG0957                          STATION DESCRIPTION
 LG0957
 LG0957'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0957'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF AURORA,
 LG0957'IN SEC. 22, T 1O N, R 6 W.
 LG0957'
 LG0957'TO REACH STATION FROM SOUTH SIDE OF COUNTY COURT HOUSE IN AURORA,
 LG0957'PROCEED 0.25 MILES EAST ON L STREET TO THE INTERSECTION OF STATE
 LG0957'HIGHWAY 14, TURN RIGHT (SOUTH) FOLLOW HIGHWAY 14 3.6 MILES TO
 LG0957'STATION.
 LG0957'
 LG0957'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK,
 LG0957'STAMPED DOWD 14 1961 16.5 FEET WEST TO CENTERLINE OF HIGHWAY 14,
 LG0957'34.5 FEET EAST TO STEEL WITNESS POST AND IS 0.3 FEET BELOW SURFACE
 LG0957'GRADE.
 LG0957'
 LG0957'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LG0957'DISK IS STAMPED DOWN 14 R.M. 1 IS 51.0 FEET EAST OF CENTERLINE OF
 LG0957'HIGHWAY 14, 26.8 FEET NORTH OF STEEL WITNESS POST, 0.8 FEET WEST
 LG0957'OF EAST R.O.W. FENCE, AND PROJECTS 0.02 FEET ABOVE GROUND
 LG0957'ELEVATION.
 LG0957'
 LG0957'REFERENCE MARK 2 A DEPARTMENT OF ROADS STANDARD REFERENCE MARK DISK
 LG0957'STAMPED DOWD 14 R.M. 2 IS 50.8 FEET EAST OF CENTERLINE OF HIGHWAY
 LG0957'14, 1.2 FEET WEST OF EAST R.O.W. FENCE, 41.1 FEET SOUTH OF STEEL
 LG0957'WITNESS POST AND PROJECTS 0.3 FEET ABOVE GROUND ELEVATION.
 LG0957'
 LG0957'AZIMUTH MARK IS REACHED BY PROCEEDING 0.55 MILES SOUTH ALONG
 LG0957'HIGHWAY 14 TO STATION.
 LG0957'
 LG0957'AZIMUTH MARK, A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK, STAMPED
 LG0957'DOWD 14-1961 IS 48.1 FEET EAST OF CENTERLINE OF HIGHWAY
 LG0957'14, 2.0 FEET WEST OF STEEL WITNESS POST, 26.4 FEET NORTH OF
 LG0957'CENTERLINE OF FORM DRIVE, AND PROJECTS 0.2 FEET ABOVE GROUND
 LG0957'ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1821 ***********************************************************************
 NM1821  DESIGNATION -  DOWLING
 NM1821  PID         -  NM1821
 NM1821  STATE/COUNTY-  NE/KNOX
 NM1821  USGS QUAD   -  BLOOMFIELD SE (1968)
 NM1821
 NM1821                         *CURRENT SURVEY CONTROL
 NM1821  ___________________________________________________________________
 NM1821* NAD 83(1995)-  42 33 15.35372(N)    097 35 27.02823(W)     ADJUSTED  
 NM1821* NAVD 88     -       575.     (meters)    1886.     (feet)  SCALED    
 NM1821  ___________________________________________________________________
 NM1821  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 NM1821  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 NM1821
 NM1821  HORZ ORDER  -  FIRST
 NM1821
 NM1821.The horizontal coordinates were established by classical geodetic methods
 NM1821.and adjusted by the National Geodetic Survey in August 1997..
 NM1821
 NM1821.The orthometric height was scaled from a topographic map.
 NM1821
 NM1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1821
 NM1821.The geoid height was determined by GEOID03.
 NM1821
 NM1821;                    North         East     Units Scale Factor Converg.
 NM1821;SPC NE       -   304,865.808   697,799.175   MT  0.99982626   +1 35 47.6
 NM1821;UTM  14      - 4,712,280.809   615,685.976   MT  0.99976466   +0 57 11.2
 NM1821
 NM1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1821!SPC NE       -   0.99991378  x   0.99982626  =   0.99974006
 NM1821!UTM  14      -   0.99991378  x   0.99976466  =   0.99967846
 NM1821
 NM1821|---------------------------------------------------------------------|
 NM1821| PID    Reference Object                     Distance      Geod. Az  |
 NM1821|                                                           dddmmss.s |
 NM1821| CO3008 DOWLING RM 1                         25.442 METERS 04218     |
 NM1821| NM1791 WAUSA LUTHERAN CHURCH SPIRE         APPROX. 7.4 KM 1470357.8 |
 NM1821| CO3007 DOWLING AZ MK                                      1583310.5 |
 NM1821| NM1822 BLOOMFIELD MUNICIPAL STANDPIPE      APPROX. 6.1 KM 3104754.4 |
 NM1821| CO3009 DOWLING RM 2                         25.444 METERS 31746     |
 NM1821|---------------------------------------------------------------------|
 NM1821
 NM1821                          SUPERSEDED SURVEY CONTROL
 NM1821
 NM1821  NAD 83(1986)-  42 33 15.35923(N)    097 35 27.01979(W) AD(       ) 1
 NM1821  NAD 27      -  42 33 15.35100(N)    097 35 25.78700(W) AD(       ) 1
 NM1821
 NM1821.Superseded values are not recommended for survey control.
 NM1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1821.See file dsdata.txt to determine how the superseded data were derived.
 NM1821
 NM1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1568612281(NAD 83)
 NM1821_MARKER: DS = TRIANGULATION STATION DISK
 NM1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1821
 NM1821  HISTORY     - Date     Condition        Report By
 NM1821  HISTORY     - 1940     MONUMENTED       CGS
 NM1821
 NM1821                          STATION DESCRIPTION
 NM1821
 NM1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1821'STATION DOWLING IS 4 MILES SOUTHEAST OF BLOOMFIELD, 5 MILES
 NM1821'NORTH-NORTHWEST OF WAUSA, AIRLINE DISTANCE, ON HIGH GROUND
 NM1821'ALONG A SECTION RIGHT-OF-WAY, 0.35 MILE WEST OF THE NORTHEAST
 NM1821'CORNER OF SEC. 30, T. 30 N., R. 2 W.
 NM1821'
 NM1821'TO REACH FROM THE MAIN CORNER IN BLOOMFIELD GO EAST ON STATE
 NM1821'HIGHWAY 84 FOR 3.15 MILES AND TURN RIGHT (SOUTH) ONTO SECTION-LINE
 NM1821'ROAD, GO 3.0 MILES AND TURN RIGHT (WEST) AT SECTION CROSSROADS (TO
 NM1821'REACH AZIMUTH MARK CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.95
 NM1821'MILE), GO 0.35 MILE TO TOP OF GRADE AND STATION ON SOUTH
 NM1821'SIDE OF RIGHT-OF-WAY.
 NM1821'
 NM1821'STATION MARK IS ON HIGH POINT OF LOW RIDGE IN EAST-WEST
 NM1821'RIGHT-OF-WAY FENCE ON SOUTH SIDE OF SECTION-LINE ROAD, 31 FEET
 NM1821'SOUTH OF CENTERLINE OF RIGHT-OF-WAY, IS STAMPED DOWLING
 NM1821'1940, AND PROJECTS 4 INCHES.  UNDERGROUND MARK 40 INCHES
 NM1821'BENEATH SURFACE.
 NM1821'
 NM1821'REFERENCE MARK NO. 1 IS ACROSS ROAD FROM STATION, 2-1/2
 NM1821'FEET LOWER THAN STATION, 31 FEET NORTH OF CENTERLINE OF
 NM1821'ROADWAY, 6 INCHES SOUTH OF RIGHT-OF-WAY FENCE, IS STAMPED
 NM1821'DOWLING R.M. 1 1940, AND PROJECTS 4 INCHES.
 NM1821'
 NM1821'REFERENCE MARK NO. 2 IS ACROSS ROAD FROM STATION 18 INCHES
 NM1821'LOWER THAN STATION, 31 FEET NORTH OF CENTERLINE OF ROADWAY,
 NM1821'6 INCHES SOUTH OF RIGHT-OF-WAY FENCE, IS STAMPED DOWLING
 NM1821'R.M. 2 1940, AND PROJECTS 6 INCHES.
 NM1821'
 NM1821'AZIMUTH MARK IS 1.0 MILE SOUTH-SOUTHEAST OF STATION, 3-1/2
 NM1821'FEET EAST OF WEST RIGHT-OF-WAY FENCE OF SECTION-LINE ROAD,
 NM1821'26-1/2 FEET WEST OF CENTERLINE OF ROAD, 69 FEET WEST BY NORTH
 NM1821'OF NORTHWEST CORNER OF SCHOOLYARD, ABOUT 50 YARDS NORTH OF
 NM1821'SECTION-LINE CROSSROADS, IS STAMPED DOWLING 1940, AND PROJECTS
 NM1821'4 INCHES.
 NM1821'
 NM1821'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NM1821'AS DESCRIBED.
 NM1821'
 NM1821'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1054 ***********************************************************************
 ML1054  DESIGNATION -  DOYLE
 ML1054  PID         -  ML1054
 ML1054  STATE/COUNTY-  NE/GREELEY
 ML1054  USGS QUAD   -  SPALDING SE (1985)
 ML1054
 ML1054                         *CURRENT SURVEY CONTROL
 ML1054  ___________________________________________________________________
 ML1054* NAD 83(1995)-  41 33 42.26395(N)    098 21 41.96449(W)     ADJUSTED  
 ML1054* NAVD 88     -       660.     (meters)    2165.     (feet)  SCALED    
 ML1054  ___________________________________________________________________
 ML1054  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 ML1054  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 ML1054
 ML1054  HORZ ORDER  -  FIRST
 ML1054
 ML1054.The horizontal coordinates were established by classical geodetic methods
 ML1054.and adjusted by the National Geodetic Survey in August 1997..
 ML1054
 ML1054.The orthometric height was scaled from a topographic map.
 ML1054
 ML1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1054
 ML1054.The geoid height was determined by GEOID03.
 ML1054
 ML1054;                    North         East     Units Scale Factor Converg.
 ML1054;SPC NE       -   193,191.205   636,610.608   MT  0.99965907   +1 05 08.6
 ML1054;UTM  14      - 4,601,315.296   553,227.393   MT  0.99963486   +0 25 24.6
 ML1054
 ML1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1054!SPC NE       -   0.99990030  x   0.99965907  =   0.99955940
 ML1054!UTM  14      -   0.99990030  x   0.99963486  =   0.99953520
 ML1054
 ML1054:                Primary Azimuth Mark                     Grid Az
 ML1054:SPC NE       -  DOYLE RM 1                               110 25 06.6
 ML1054:UTM  14      -  DOYLE RM 1                               111 04 50.6
 ML1054
 ML1054|---------------------------------------------------------------------|
 ML1054| PID    Reference Object                     Distance      Geod. Az  |
 ML1054|                                                           dddmmss.s |
 ML1054| CN9189 DOYLE RM 1                                         1113015.2 |
 ML1054| CN9190 DOYLE RM 2                           56.590 METERS 23842     |
 ML1054|---------------------------------------------------------------------|
 ML1054
 ML1054                          SUPERSEDED SURVEY CONTROL
 ML1054
 ML1054  NAD 83(1986)-  41 33 42.27034(N)    098 21 41.97014(W) AD(       ) 1
 ML1054  NAD 27      -  41 33 42.22600(N)    098 21 40.71800(W) AD(       ) 1
 ML1054
 ML1054.Superseded values are not recommended for survey control.
 ML1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1054.See file dsdata.txt to determine how the superseded data were derived.
 ML1054
 ML1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5322701315(NAD 83)
 ML1054_MARKER: DS = TRIANGULATION STATION DISK
 ML1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1054
 ML1054  HISTORY     - Date     Condition        Report By
 ML1054  HISTORY     - 1930     MONUMENTED       CGS
 ML1054  HISTORY     - 1935     GOOD             NEGS
 ML1054
 ML1054                          STATION DESCRIPTION
 ML1054
 ML1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 ML1054'STATION IS ABOUT 8-1/2 MILES E AND 1 MILE N OF GREELEY, ABOUT
 ML1054'11 MILES DUE W OF CEDAR RAPIDS, IN THE NW 1/4 OF SEC. 4, T 18 N,
 ML1054'R 9 W, IN LAND OWNED BY E.J. DOYLE.  STATION IS NEAR THE
 ML1054'HIGHEST POINT IN CULTIVATED FIELD ABOUT 3/4 MILE NW OF THE
 ML1054'HOME OF W.L. WALSH.  IT IS ABOUT 1/4 MILE E OF THE SECTION-LINE
 ML1054'ROAD, BEING 157.5 FEET E OF EASTERN FENCE LINE OF THE SW 40.
 ML1054'STATION IS 572 FEET N OF THE FENCE LINE WHICH PARALLELS THE
 ML1054'1/2-SECTION-LINE ROAD ON THE N AND IS AT THE HEAD OF A SMALL
 ML1054'SHALLOW RAVINE WHICH RUNS IN AN EASTERLY DIRECTION FROM THE
 ML1054'STATION, JOINING ANOTHER DEEPER RAVINE ABOUT 250 YARDS TO
 ML1054'THE EASTWARD.
 ML1054'
 ML1054'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 ML1054'DISKS SET IN CONCRETE.
 ML1054'
 ML1054'REFERENCE MARK NO. 1 IS AN AZIMUTH MARK AND IS LOCATED AT THE FENCE
 ML1054'CORNER AT THE SOUTHEASTERN CORNER OF NW 1/4 SEC. 4.  IT IS ABOUT
 ML1054'1173 FEET, DISTANT.  REFERENCE MARK NO. 2 IS ON THE FENCE LINE
 ML1054'BETWEEN THE SE AND SW 40S OF THE NW 1/4 SEC. 4 AND IS 466
 ML1054'FEET N OF THE FENCE LINE WHICH PARALLELS THE ROAD.  THE STATION
 ML1054'IS 106.5 FEET N AND 157.5 E OF THIS MARK.
 ML1054'
 ML1054'HEIGHT OF SIGNAL ABOVE STATION MARK - 18 METERS.
 ML1054
 ML1054                          STATION RECOVERY (1935)
 ML1054
 ML1054'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 ML1054'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 ML1054'
 ML1054'THE MARK IS A STANDARD STATION DISK IN CONCRETE ABOUT 18 INCHES
 ML1054'BELOW SURFACE OF GROUND.
 ML1054'
 ML1054'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE PROJECTING
 ML1054'ABOUT 4 INCHES ABOVE GROUND.
 ML1054'
 ML1054'I FOUND THE STATION MARK TO BE 556 FEET INSTEAD OF 572 FEET
 ML1054'N OF THE N FENCE WHICH PARALLELS THE HALF-SECTION-LINE ROAD.
 ML1054'IN OTHER RESPECTS ORIGINAL DESCRIPTION FOUND TO BE ACCURATE AND
 ML1054'THE STATION WAS EASILY LOCATED BY MEASURING 186 FEET FROM
 ML1054'REFERENCE MARK NO. 2 AND 157.5 FEET FROM THE FENCE LINE SEPARATING
 ML1054'THE SW 1/4 AND SE 1/4 OF THE NW 1/4 SEC. 4.
 ML1054'
 ML1054'REFERENCE MARK NO. 1 IS AT A FENCE CORNER AT THE SE CORNER OF NW
 ML1054'1/4 OF SEC. 4 (AS DESCRIBED), ABOUT 7 YARDS N OF THE
 ML1054'HALF-SECTION-LINE ROAD.  BUT IS ABOUT 1/4 MILE RATHER THAN 1173
 ML1054'METERS (3848 FEET) FROM THE STATION.  REFERENCE MARK NO. 2 IS
 ML1054'AS DESCRIBED EXCEPT FOUND TO BE 456 FEET (SLOPE DISTANCE)
 ML1054'RATHER THAN 466 FEET N OF THE FENCE WHICH PARALLELS THE
 ML1054'HALF-SECTION-LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0581 ***********************************************************************
 LG0581  DESIGNATION -  DRY
 LG0581  PID         -  LG0581
 LG0581  STATE/COUNTY-  NE/SALINE
 LG0581  USGS QUAD   -  SWANTON (1961)
 LG0581
 LG0581                         *CURRENT SURVEY CONTROL
 LG0581  ___________________________________________________________________
 LG0581* NAD 83(1995)-  40 29 41.69660(N)    097 06 08.29246(W)     ADJUSTED  
 LG0581* NAVD 88     -       462.070  (meters)    1515.97   (feet)  ADJUSTED  
 LG0581  ___________________________________________________________________
 LG0581  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 LG0581  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0581  DYNAMIC HT  -         461.819 (meters)    1515.15  (feet)  COMP
 LG0581  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 LG0581
 LG0581  HORZ ORDER  -  SECOND
 LG0581  VERT ORDER  -  SECOND    CLASS 0
 LG0581
 LG0581.The horizontal coordinates were established by classical geodetic methods
 LG0581.and adjusted by the National Geodetic Survey in August 1997..
 LG0581
 LG0581.The orthometric height was determined by differential leveling
 LG0581.and adjusted by the National Geodetic Survey in June 1991..
 LG0581
 LG0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0581
 LG0581.The geoid height was determined by GEOID03.
 LG0581
 LG0581.The dynamic height is computed by dividing the NAVD 88
 LG0581.geopotential number by the normal gravity value computed on the
 LG0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0581.degrees latitude (g = 980.6199 gals.).
 LG0581
 LG0581.The modeled gravity was interpolated from observed gravity values.
 LG0581
 LG0581;                    North         East     Units Scale Factor Converg.
 LG0581;SPC NE       -    77,571.269   745,557.842   MT  0.99981283   +1 55 13.1
 LG0581;UTM  14      - 4,484,420.150   660,815.952   MT  0.99991834   +1 13 57.3
 LG0581
 LG0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0581!SPC NE       -   0.99993173  x   0.99981283  =   0.99974457
 LG0581!UTM  14      -   0.99993173  x   0.99991834  =   0.99985008
 LG0581
 LG0581|---------------------------------------------------------------------|
 LG0581| PID    Reference Object                     Distance      Geod. Az  |
 LG0581|                                                           dddmmss.s |
 LG0581| LG0582 DRY RM 1                             82.253 METERS 09029     |
 LG0581| LG0583 SMOKE AZ MK                         APPROX. 1.3 KM 0911514.8 |
 LG0581| LG1102 WILBER MUNICIPAL TANK               APPROX.11.2 KM 0953921.2 |
 LG0581| LG0580 DRY RM 2                             71.122 METERS 27016     |
 LG0581|---------------------------------------------------------------------|
 LG0581
 LG0581                          SUPERSEDED SURVEY CONTROL
 LG0581
 LG0581  NAD 83(1986)-  40 29 41.70434(N)    097 06 08.29203(W) AD(       ) 2
 LG0581  NAD 27      -  40 29 41.68910(N)    097 06 07.16420(W) AD(       ) 2
 LG0581  NGVD 29 (??/??/92)  461.919  (m)         1515.48   (f) ADJ UNCH    2 0
 LG0581
 LG0581.Superseded values are not recommended for survey control.
 LG0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0581.See file dsdata.txt to determine how the superseded data were derived.
 LG0581
 LG0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6081684420(NAD 83)
 LG0581_MARKER: DS = TRIANGULATION STATION DISK
 LG0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0581_STAMPING: DRY 1961
 LG0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0581+STABILITY: SURFACE MOTION
 LG0581
 LG0581  HISTORY     - Date     Condition        Report By
 LG0581  HISTORY     - 1961     MONUMENTED       CGS
 LG0581  HISTORY     - 1961     GOOD             CGS
 LG0581  HISTORY     - 1968     MARK NOT FOUND   CGS
 LG0581
 LG0581                          STATION DESCRIPTION
 LG0581
 LG0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0581'LOCATED ABOUT 7-1/2 MILES WEST AND 1 MILE NORTH OF WILBER, ON
 LG0581'THE RIGHT-OF-WAY OF A EAST-WEST SECTION LINE ROAD 36.0 FEET
 LG0581'NORTH OF THE CENTER OF A GRAVELED ROAD, 4.8 FEET EAST OF A
 LG0581'POWERLINE POLE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND 2.2
 LG0581'FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 LG0581'DISK CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 LG0581'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LG0581'STAMPED-DRY 1961
 LG0581'
 LG0581'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 82 IN
 LG0581'WILBER, GO WEST ON STATE HIGHWAY 41 FOR 6.6 MILES TO A GRAVELED
 LG0581'CROSSROADS, (SPUR ROUTE 241, SOUTH) TURN RIGHT AND GO NORTH ON
 LG0581'GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND GO
 LG0581'WEST FOR 0.15 MILE TO A WIRE GATE AND TRIANGULATION STATION
 LG0581'SMOKE AZIMUTH MARK ON THE LEFT.
 LG0581'CONTINUE WEST ON GRAVELED ROAD FOR 0.8 MILE TO STATION ON THE
 LG0581'RIGHT AS DESCRIBED.
 LG0581'
 LG0581'RM 1 IS 36.0 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 2.6
 LG0581'FEET WEST OF A BASE OF A POWERLINE POLE AND IT IS ABOUT THE
 LG0581'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK CEMENTED
 LG0581'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG0581'6 INCHES ABOVE THE GROUND SURFACE.  IT IS STAMPED- DRY NO 1 1961.
 LG0581'
 LG0581'R M 2 IS 50.6 FEET NORTHEAST OF A INTERSECTION OF THE CENTERLINES
 LG0581'OF A CROSSROAD, 2.1 FEET NORTHEAST OF A T INTERSECTION
 LG0581'POWERLINE POLE WITH USE BM 1508/4 PAINTED ON THE SOUTH SIDE OF
 LG0581'THE POLE AND THE BENCH MARK POINT MADE OF TWO NAILS DRIVEN
 LG0581'IN THE POLE AND CROSSED.  IT IS A STANDARD DISK CEMENTED IN
 LG0581'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 LG0581'INCHES ABOVE GROUND LEVEL.  IT IS STAMPED- DRY NO 2 1961.  IT
 LG0581'IS ABOUT 2 FEET LOWER THAN THE STATION.
 LG0581'
 LG0581'AZIMUTH MARK FOR STATION SMOKE WAS USED.  IT IS 36.0 FEET
 LG0581'SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.0 FEET SOUTHEAST OF
 LG0581'A METAL WITNESS POST AND SIGN, 1.5 FEET NORTHEAST OF EAST GATE
 LG0581'POST, 1.5 FEET SOUTHWEST OF A TELEPHONE LINE POLE AND 1.0 FOOT
 LG0581'NORTH OF A FENCE.  IT IS A STANDARD DISK CEMENTED IN THE TOP
 LG0581'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 LG0581'ABOVE THE GROUND SURFACE.  IT IS STAMPED- SMOKE 1961.
 LG0581'
 LG0581'PICTURE POINT IS THE INTERSECTION OF THE LINE OF EAST EDGE OF A
 LG0581'NORTH-SOUTH ROAD AND THE SOUTH EDGE OF A EAST-WEST ROAD AND
 LG0581'IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 LG0581'
 LG0581'THE DISTANCE BETWEEN RM 1 AND RM 2 WAS NOT MEASURED.
 LG0581
 LG0581                          STATION RECOVERY (1961)
 LG0581
 LG0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0581'11.8 MI S FROM DORCHESTER.
 LG0581'0.3 MILE WEST ALONG THE CHICAGO BURLINGTON AND QUINCY RAILROAD
 LG0581'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15,
 LG0581'THENCE 10.5 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE 1.05
 LG0581'MILES EAST ALONG A GRAVEL ROAD, 0.05 MILE EAST OF A ROAD
 LG0581'CROSSING, 240 FEET EAST OF R.M. 2, 285 FEET WEST OF R.M. 1,
 LG0581'36 FEET NORTH OF THE CENTER LINE OF GRAVEL ROAD, 4.4 FEET EAST
 LG0581'OF A POWER LINE POLE, 2.3 FEET NORTH OF A METAL WITNESS POST
 LG0581'WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0581'8 INCHES AND ABOUT LEVEL WITH ROAD.
 LG0581
 LG0581                          STATION RECOVERY (1968)
 LG0581
 LG0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG0581'THE STATION SURFACE MARK WAS DESTROYED.  THE UNDERGROUND MARK,
 LG0581'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 LG0581'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1961 TO
 LG0581'REACH THE STATION WAS ADEQUATE FOR RECOVERY.
 LG0581'
 LG0581'A NEW SURFACE STATION MARK WAS SET.
 LG0581'
 LG0581'FOLLOWING ARE NEW NOTES FOR THE MARKS.
 LG0581'
 LG0581'STATION SURFACE MARK, A STANDARD DISK STAMPED DRY 1961 1968, IS
 LG0581'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 LG0581'IT IS 36 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 5 FEET
 LG0581'EAST OF A POWERLINE POLE WITH A TRIANGULAR BLAZE ON THE SOUTH
 LG0581'SIDE, 1.5 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND
 LG0581'MARK, A STANDARD DISK STAMPED DRY 1961, IS SET IN THE TOP OF
 LG0581'AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW THE SURFACE OF THE
 LG0581'GROUND.
 LG0581'
 LG0581'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DRY NO. 1 1961,
 LG0581'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8
 LG0581'INCHES.  IT IS 269.86 FEET, 82.253 METERS EAST OF THE STATION,
 LG0581'36 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 2.5 FEET
 LG0581'WEST OF A POWERLINE POLE, AND 0.5 FEET SOUTH OF AN EAST-WEST
 LG0581'FENCE.
 LG0581'
 LG0581'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DRY NO. 2 1961,
 LG0581'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LG0581'IT IS 233.34 FEET, 71.122 METERS WEST OF THE STATION, 50.5 FEET
 LG0581'NORTHEAST OF THE CENTER OF A CROSSROAD, 1.5 FEET EAST OF A
 LG0581'POWERLINE POLE, AND IN AN EAST-WEST FENCELINE.
 LG0581'
 LG0581'AZIMUTH MARK, A STANDARD DISK STAMPED SMOKE 1961, IS SET IN THE
 LG0581'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 LG0581'36 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2 FEET SOUTHEAST
 LG0581'OF A METAL WITNESS POST, 1.5 FEET NORTHEAST OF THE EAST GATE
 LG0581'POST, 1.5 FEET SOUTHWEST OF A TELEPHONE POLE, AND 1 FOOT NORTH
 LG0581'OF A FENCE.  IT IS 0.8 MILE EAST OF THE STATION.
 LG0581'
 LG0581'NOTE- DUE TO ADVERSE WEATHER CONDITIONS, OBSERVATIONS WERE NOT
 LG0581'TAKEN.
 LG0581'
 LG0581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7-1/2
 LG0581'MILES WEST OF WILBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0688 ***********************************************************************
 NN0688  DESIGNATION -  DRY
 NN0688  PID         -  NN0688
 NN0688  STATE/COUNTY-  NE/HOLT
 NN0688  USGS QUAD   -  EMMET SW (1986)
 NN0688
 NN0688                         *CURRENT SURVEY CONTROL
 NN0688  ___________________________________________________________________
 NN0688* NAD 83(1995)-  42 15 12.17179(N)    098 57 48.35571(W)     ADJUSTED  
 NN0688* NAVD 88     -       676.48   (+/-2cm)    2219.4    (feet)  VERTCON   
 NN0688  ___________________________________________________________________
 NN0688  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 NN0688  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 NN0688
 NN0688  HORZ ORDER  -  SECOND
 NN0688  VERT ORDER  -  THIRD ? (See Below)
 NN0688
 NN0688.The horizontal coordinates were established by classical geodetic methods
 NN0688.and adjusted by the National Geodetic Survey in August 1997..
 NN0688
 NN0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0688.The vertical order pertains to the NGVD 29 superseded value.
 NN0688
 NN0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0688
 NN0688.The geoid height was determined by GEOID03.
 NN0688
 NN0688;                    North         East     Units Scale Factor Converg.
 NN0688;SPC NE       -   269,207.179   585,514.922   MT  0.99974369   +0 41 12.9
 NN0688;UTM  14      - 4,677,910.103   503,016.419   MT  0.99960011   +0 01 28.5
 NN0688
 NN0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0688!SPC NE       -   0.99989763  x   0.99974369  =   0.99964135
 NN0688!UTM  14      -   0.99989763  x   0.99960011  =   0.99949778
 NN0688
 NN0688:                Primary Azimuth Mark                     Grid Az
 NN0688:SPC NE       -  DRY AZ MK                                359 29 21.6
 NN0688:UTM  14      -  DRY AZ MK                                000 09 06.0
 NN0688
 NN0688|---------------------------------------------------------------------|
 NN0688| PID    Reference Object                     Distance      Geod. Az  |
 NN0688|                                                           dddmmss.s |
 NN0688| CO3018 DRY AZ MK                                          0001034.5 |
 NN0688| CO3020 DRY RM 2                             15.177 METERS 00338     |
 NN0688| CO3019 DRY RM 1                             11.290 METERS 27423     |
 NN0688|---------------------------------------------------------------------|
 NN0688
 NN0688                          SUPERSEDED SURVEY CONTROL
 NN0688
 NN0688  NAD 83(1986)-  42 15 12.17620(N)    098 57 48.36392(W) AD(       ) 2
 NN0688  NAD 27      -  42 15 12.16000(N)    098 57 47.00100(W) AD(       ) 2
 NN0688  NGVD 29 (07/19/86)  676.23   (m)         2218.6    (f) LEVELING    3  
 NN0688
 NN0688.Superseded values are not recommended for survey control.
 NN0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0688.See file dsdata.txt to determine how the superseded data were derived.
 NN0688
 NN0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0301677910(NAD 83)
 NN0688_MARKER: DS = TRIANGULATION STATION DISK
 NN0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0688
 NN0688  HISTORY     - Date     Condition        Report By
 NN0688  HISTORY     - 1949     MONUMENTED       CGS
 NN0688
 NN0688                          STATION DESCRIPTION
 NN0688
 NN0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0688'THE STATION IS LOCATED ABOUT 3.0 MILES WEST AND 1-1/4 MILES
 NN0688'NORTH OF AMELIA ON THE WEST SIDE OF STATE ROUTE NO 11.  IT IS
 NN0688'35 FEET WEST OF THE CENTER OF STATE ROUTE NO 11, 5 FEET
 NN0688'WEST OF FENCE LINE AND 5 FEET WEST-NORTHWEST OF WITNESS POST.
 NN0688'IT IS STAMPED DRY 1949 AND PROJECTS 2 INCHES.
 NN0688'
 NN0688'REFERENCE MARK NO 1 IS WEST OF THE STATION, SET IN THE OPEN
 NN0688'PASTURE.  IT IS STAMPED DRY NO 1 1949 AND SET FLUSH WITH THE
 NN0688'GROUND SURFACE.
 NN0688'
 NN0688'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 35 FEET NORTH OF
 NN0688'THE CENTER OF STATE ROUTE NO 11 AND 1 FOOT WEST OF NORTH-SOUTH
 NN0688'FENCE LINE.  IT IS STAMPED DRY NO 2 1949 AND PROJECTS 2 INCHES.
 NN0688'
 NN0688'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE STATION, 35
 NN0688'FEET WEST OF THE CENTER OF STATE ROUTE NO 11.  1 FOOT WEST
 NN0688'OF NORTH-SOUTH FENCE LINE AND 2 FEET SOUTH OF WITNESS POST.
 NN0688'IT IS STAMPED DRY 1949 AND PROJECTS 2 INCHES.  TO REACH FROM
 NN0688'THE STATION, GO NORTH ON STATE ROUTE NO 11 FOR 0.3 MILE TO THE
 NN0688'MARK ON THE WEST SIDE AS DESCRIBED.
 NN0688'
 NN0688'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES NO 11
 NN0688'AND 95 ABOUT 3.0 MILES WEST OF AMELIA, GO NORTH ON STATE
 NN0688'ROUTE NO 11 FOR 1.4 MILES TO OLD BRACE POST IN FENCE LINE ON
 NN0688'THE WEST SIDE AND STATION AS DESCRIBED.
 NN0688'
 NN0688'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET.
 NN0688'
 NN0688'A 74 FOOT SIGNAL AT STATION AMELIA IS VISIBLE AT 4 FEET.
 NN0688'
 NN0688'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0495 ***********************************************************************
 NO0495  DESIGNATION -  DRY
 NO0495  PID         -  NO0495
 NO0495  STATE/COUNTY-  NE/CHERRY
 NO0495  USGS QUAD   -  MERRIMAN (1990)
 NO0495
 NO0495                         *CURRENT SURVEY CONTROL
 NO0495  ___________________________________________________________________
 NO0495* NAD 83(1995)-  42 55 02.64099(N)    101 43 24.79650(W)     ADJUSTED  
 NO0495* NAVD 88     -      1061.     (meters)    3481.     (feet)  SCALED    
 NO0495  ___________________________________________________________________
 NO0495  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 NO0495  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 NO0495
 NO0495  HORZ ORDER  -  SECOND
 NO0495
 NO0495.The horizontal coordinates were established by classical geodetic methods
 NO0495.and adjusted by the National Geodetic Survey in August 1997..
 NO0495
 NO0495.The orthometric height was scaled from a topographic map.
 NO0495
 NO0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0495
 NO0495.The geoid height was determined by GEOID03.
 NO0495
 NO0495;                    North         East     Units Scale Factor Converg.
 NO0495;SPC NE       -   343,847.864   359,286.088   MT  0.99996315   -1 08 31.9
 NO0495;SPC SD S     -    65,835.194   486,495.724   MT  0.99998116   -0 57 32.6
 NO0495;SPC SD S     -   215,994.30  1,596,111.39   sFT  0.99998116   -0 57 32.6
 NO0495;UTM  14      - 4,755,241.423   277,704.209   MT  1.00020796   -1 51 19.2
 NO0495
 NO0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0495!SPC NE       -   0.99983659  x   0.99996315  =   0.99979975
 NO0495!SPC SD S     -   0.99983659  x   0.99998116  =   0.99981776
 NO0495!UTM  14      -   0.99983659  x   1.00020796  =   1.00004452
 NO0495
 NO0495:                Primary Azimuth Mark                     Grid Az
 NO0495:SPC NE       -  DRY AZ MK                                046 42 50.0
 NO0495:SPC SD S     -  DRY AZ MK                                046 31 50.7
 NO0495:UTM  14      -  DRY AZ MK                                047 25 37.3
 NO0495
 NO0495|---------------------------------------------------------------------|
 NO0495| PID    Reference Object                     Distance      Geod. Az  |
 NO0495|                                                           dddmmss.s |
 NO0495| NO0317 DRY AZ MK                                          0453418.1 |
 NO0495| CP9200 DRY RM 1                             11.953 METERS 09931     |
 NO0495| CP9201 DRY RM 2                             13.338 METERS 19501     |
 NO0495|---------------------------------------------------------------------|
 NO0495
 NO0495                          SUPERSEDED SURVEY CONTROL
 NO0495
 NO0495  NAD 83(1986)-  42 55 02.63445(N)    101 43 24.80277(W) AD(       ) 2
 NO0495  NAD 27      -  42 55 02.62900(N)    101 43 23.29100(W) AD(       ) 2
 NO0495
 NO0495.Superseded values are not recommended for survey control.
 NO0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0495.See file dsdata.txt to determine how the superseded data were derived.
 NO0495
 NO0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7770455241(NAD 83)
 NO0495_MARKER: DS = TRIANGULATION STATION DISK
 NO0495_SETTING: 0 = UNSPECIFIED SETTING
 NO0495
 NO0495  HISTORY     - Date     Condition        Report By
 NO0495  HISTORY     - 1946     MONUMENTED       CGS
 NO0495
 NO0495                          STATION DESCRIPTION
 NO0495
 NO0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0495'LOCATED ABOUT 1.0 MILE WEST-SOUTHWEST OF MERRIMAN AND ABOUT
 NO0495'0.5 MILE SOUTH OF U.S. HIGHWAY NO. 20 ON THE HIGHEST POINT OF
 NO0495'A HIGH, FLAT-TOPPED SAND HILL.  IT IS A STANDARD DISK STAMPED
 NO0495'DRY 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS
 NO0495'6 INCHES.
 NO0495'
 NO0495'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 NO0495'IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL
 NO0495'PIPE THAT PROJECTS 6 INCHES.  IT IS STAMPED DRY NO 1 1946.
 NO0495'
 NO0495'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NO0495'IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL
 NO0495'PIPE THAT PROJECTS 10 INCHES.  IT IS STAMPED DRY NO 2 1946.
 NO0495'
 NO0495'THE AZIMUTH MARK IS 48 FEET SOUTH OF A RAILROAD TRACK, 30
 NO0495'FEET WEST-NORTHWEST OF TELEPHONE POLE NO. 2270 AND 24 FEET
 NO0495'NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 20.  IT IS A
 NO0495'STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT
 NO0495'PROJECTS 10 INCHES.  IT IS STAMPED DRY 1946.
 NO0495'
 NO0495'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO.
 NO0495'61 AND U.S. HIGHWAY NO. 20 AT THE NORTH EDGE OF MERRIMAN,
 NO0495'GO WEST ON NO. 20 FOR 0.85 MILE TO THE AZIMUTH MARK ON THE
 NO0495'RIGHT.  CONTINUE FOR 1.4 MILES (WESTERLY ON NO. 20) TO A
 NO0495'WIRE GATE ON LEFT.  THEN THROUGH GATE, TURN LEFT (EAST)
 NO0495'FOLLOWING A POWER LINE FOR 0.9 MILE TO A WIRE GATE.  THROUGH
 NO0495'GATE, CONTINUE EAST, FOR 0.2 MILE.  TURN RIGHT, SOUTH, FOR
 NO0495'0.4 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0317 ***********************************************************************
 NO0317  DESIGNATION -  DRY AZ MK
 NO0317  PID         -  NO0317
 NO0317  STATE/COUNTY-  NE/CHERRY
 NO0317  USGS QUAD   -  MERRIMAN (1990)
 NO0317
 NO0317                         *CURRENT SURVEY CONTROL
 NO0317  ___________________________________________________________________
 NO0317* NAD 83(1986)-  42 55 22.     (N)    101 42 57.     (W)     SCALED    
 NO0317* NAVD 88     -       996.013  (meters)    3267.75   (feet)  ADJUSTED  
 NO0317  ___________________________________________________________________
 NO0317  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 NO0317  DYNAMIC HT  -         995.576 (meters)    3266.32  (feet)  COMP
 NO0317  MODELED GRAV-     980,147.1   (mgal)                       NAVD 88
 NO0317
 NO0317  VERT ORDER  -  FIRST     CLASS II
 NO0317
 NO0317.The horizontal coordinates were scaled from a topographic map and have
 NO0317.an estimated accuracy of +/- 6 seconds.
 NO0317
 NO0317.The orthometric height was determined by differential leveling
 NO0317.and adjusted by the National Geodetic Survey in June 1991..
 NO0317
 NO0317.The geoid height was determined by GEOID03.
 NO0317
 NO0317.The dynamic height is computed by dividing the NAVD 88
 NO0317.geopotential number by the normal gravity value computed on the
 NO0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0317.degrees latitude (g = 980.6199 gals.).
 NO0317
 NO0317.The modeled gravity was interpolated from observed gravity values.
 NO0317
 NO0317;                    North         East    Units  Estimated Accuracy
 NO0317;SPC NE       -   344,430.      359,930.      MT  (+/- 180 meters Scaled)
 NO0317
 NO0317                          SUPERSEDED SURVEY CONTROL
 NO0317
 NO0317  NGVD 29 (??/??/92)  995.589  (m)         3266.36   (f) ADJ UNCH    1 2
 NO0317
 NO0317.Superseded values are not recommended for survey control.
 NO0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0317.See file dsdata.txt to determine how the superseded data were derived.
 NO0317
 NO0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN783558(NAD 83)
 NO0317_MARKER: DZ = AZIMUTH MARK DISK
 NO0317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NO0317_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NO0317_STAMPING: DRY 1946
 NO0317_MARK LOGO: CGS   
 NO0317_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0317+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1999
 NO0317
 NO0317  HISTORY     - Date     Condition        Report By
 NO0317  HISTORY     - 1946     MONUMENTED       CGS
 NO0317  HISTORY     - 1957     GOOD             NGS
 NO0317  HISTORY     - 19990914 GOOD             NEDR
 NO0317
 NO0317                          STATION DESCRIPTION
 NO0317
 NO0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0317'0.8 MI W FROM MERRIMAN.
 NO0317'ABOUT 0.8 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0317'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 37 W., SECTION
 NO0317'18., 28 FEET SOUTHEAST OF THE 4TH TELEPHONE POLE EAST OF MILEPOST
 NO0317'333, 48 FEET SOUTH OF THE SOUTH RAIL, 31 1/2 FEET NORTH OF THE
 NO0317'CENTERLINE OF U.S. HIGHWAY 20, 2 1/2 FEET WEST OF A VERTICAL
 NO0317'RAIL WHICH PROJECTS 3 1/2 FEET, 1 FOOT EAST OF A WHITE WOODEN
 NO0317'WITNESS POST, AN AZIMUTH DISK BRAZED ON THE TOP OF A 2 1/2-INCH
 NO0317'IRON PIPE WHICH PROJECTS 1 FOOT.
 NO0317
 NO0317                          STATION RECOVERY (1999)
 NO0317
 NO0317'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 NO0317'0.8 MI (1.3 KM) WEST ALONG U.S.  HIGHWAY 20, FROM THE WEST JUNCTION
 NO0317'WITH STATE HIGHWAY 26, AT MERRIMAN, ON RAILROAD RIGHT-OF-WAY AND NEAR
 NO0317'THE CENTER OF SEC18, T34N, R37W, 336 FT (102.4 M) WEST OF A DRIVE
 NO0317'LEADING NORTH, 250 FT (76.2 M) NORTH OF THE HIGHWAY, 70.70 FT (21.55
 NO0317'M) WEST OF A STEEL T-POST NUMBERED 10, 47.62 FT (14.51 M) SOUTH OF THE
 NO0317'SOUTH RAIL OF THE RAILROAD TRACK, 30.15 FT (9.19 M) EAST OF A STEEL
 NO0317'T-POST NUMBERED 11, AND 0.6 FT (18.3 CM) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0582 ***********************************************************************
 LG0582  DESIGNATION -  DRY RM 1
 LG0582  PID         -  LG0582
 LG0582  STATE/COUNTY-  NE/SALINE
 LG0582  USGS QUAD   -  SWANTON (1961)
 LG0582
 LG0582                         *CURRENT SURVEY CONTROL
 LG0582  ___________________________________________________________________
 LG0582* NAD 83(1986)-  40 29 41.     (N)    097 06 08.     (W)     SCALED    
 LG0582* NAVD 88     -       461.286  (meters)    1513.40   (feet)  ADJUSTED  
 LG0582  ___________________________________________________________________
 LG0582  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0582  DYNAMIC HT  -         461.035 (meters)    1512.58  (feet)  COMP
 LG0582  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 LG0582
 LG0582  VERT ORDER  -  SECOND    CLASS 0
 LG0582
 LG0582.The horizontal coordinates were scaled from a topographic map and have
 LG0582.an estimated accuracy of +/- 6 seconds.
 LG0582
 LG0582.The orthometric height was determined by differential leveling
 LG0582.and adjusted by the National Geodetic Survey in June 1991..
 LG0582
 LG0582.The geoid height was determined by GEOID03.
 LG0582
 LG0582.The dynamic height is computed by dividing the NAVD 88
 LG0582.geopotential number by the normal gravity value computed on the
 LG0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0582.degrees latitude (g = 980.6199 gals.).
 LG0582
 LG0582.The modeled gravity was interpolated from observed gravity values.
 LG0582
 LG0582;                    North         East    Units  Estimated Accuracy
 LG0582;SPC NE       -    77,550.      745,570.      MT  (+/- 180 meters Scaled)
 LG0582
 LG0582                          SUPERSEDED SURVEY CONTROL
 LG0582
 LG0582  NGVD 29 (??/??/92)  461.134  (m)         1512.90   (f) ADJ UNCH    2 0
 LG0582
 LG0582.Superseded values are not recommended for survey control.
 LG0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0582.See file dsdata.txt to determine how the superseded data were derived.
 LG0582
 LG0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK608843(NAD 83)
 LG0582_MARKER: DR = REFERENCE MARK DISK
 LG0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0582_STAMPING: DRY NO 1 1961
 LG0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0582+STABILITY: SURFACE MOTION
 LG0582
 LG0582  HISTORY     - Date     Condition        Report By
 LG0582  HISTORY     - 1961     MONUMENTED       CGS
 LG0582
 LG0582                          STATION DESCRIPTION
 LG0582
 LG0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0582'11.8 MI S FROM DORCHESTER.
 LG0582'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0582'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15, THENCE
 LG0582'10.5 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE 1.05 MILES EAST
 LG0582'ALONG A GRAVEL ROAD, 285 FEET EAST OF TRIANGULATION STATION,
 LG0582'36 FEET NORTH OF CENTER LINE OF GRAVEL ROAD, 3 FEET WEST OF A
 LG0582'POWER LINE POLE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0582'7 INCHES AND ABOUT 1 FOOT LOWER THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0580 ***********************************************************************
 LG0580  DESIGNATION -  DRY RM 2
 LG0580  PID         -  LG0580
 LG0580  STATE/COUNTY-  NE/SALINE
 LG0580  USGS QUAD   -  SWANTON (1961)
 LG0580
 LG0580                         *CURRENT SURVEY CONTROL
 LG0580  ___________________________________________________________________
 LG0580* NAD 83(1986)-  40 29 41.     (N)    097 06 08.     (W)     SCALED    
 LG0580* NAVD 88     -       460.781  (meters)    1511.75   (feet)  ADJUSTED  
 LG0580  ___________________________________________________________________
 LG0580  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0580  DYNAMIC HT  -         460.531 (meters)    1510.93  (feet)  COMP
 LG0580  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 LG0580
 LG0580  VERT ORDER  -  SECOND    CLASS 0
 LG0580
 LG0580.The horizontal coordinates were scaled from a topographic map and have
 LG0580.an estimated accuracy of +/- 6 seconds.
 LG0580
 LG0580.The orthometric height was determined by differential leveling
 LG0580.and adjusted by the National Geodetic Survey in June 1991..
 LG0580
 LG0580.The geoid height was determined by GEOID03.
 LG0580
 LG0580.The dynamic height is computed by dividing the NAVD 88
 LG0580.geopotential number by the normal gravity value computed on the
 LG0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0580.degrees latitude (g = 980.6199 gals.).
 LG0580
 LG0580.The modeled gravity was interpolated from observed gravity values.
 LG0580
 LG0580;                    North         East    Units  Estimated Accuracy
 LG0580;SPC NE       -    77,550.      745,570.      MT  (+/- 180 meters Scaled)
 LG0580
 LG0580                          SUPERSEDED SURVEY CONTROL
 LG0580
 LG0580  NGVD 29 (??/??/92)  460.629  (m)         1511.25   (f) ADJ UNCH    2 0
 LG0580
 LG0580.Superseded values are not recommended for survey control.
 LG0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0580.See file dsdata.txt to determine how the superseded data were derived.
 LG0580
 LG0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK608843(NAD 83)
 LG0580_MARKER: DR = REFERENCE MARK DISK
 LG0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0580_STAMPING: DRY NO 2 1961
 LG0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0580+STABILITY: SURFACE MOTION
 LG0580
 LG0580  HISTORY     - Date     Condition        Report By
 LG0580  HISTORY     - 1961     MONUMENTED       CGS
 LG0580
 LG0580                          STATION DESCRIPTION
 LG0580
 LG0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0580'11.8 MI S FROM DORCHESTER.
 LG0580'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0580'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15,
 LG0580'THENCE 10.5 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE 1.05
 LG0580'MILES EAST ALONG A GRAVEL ROAD, 204 FEET WEST OF A TRIANGULATION
 LG0580'STATION, 56 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING,
 LG0580'39 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 36 FEET NORTH
 LG0580'OF THE CENTER OF A GRAVEL ROAD, 3 FEET EAST OF A POWER POLE
 LG0580'NUMBER U.E. 1509-4 WITH ONE GUY WIRE, 2 FEET HIGHER THAN THE ROAD,
 LG0580'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE
 LG0580'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1013 ***********************************************************************
 LG1013  DESIGNATION -  DU BOIS MUNICIPAL TANK
 LG1013  PID         -  LG1013
 LG1013  STATE/COUNTY-  NE/PAWNEE
 LG1013  USGS QUAD   -  DU BOIS (1965)
 LG1013
 LG1013                         *CURRENT SURVEY CONTROL
 LG1013  ___________________________________________________________________
 LG1013* NAD 83(1995)-  40 02 06.26654(N)    096 02 55.80635(W)     ADJUSTED  
 LG1013* NAVD 88     -                                                        
 LG1013  ___________________________________________________________________
 LG1013  LAPLACE CORR-          -7.67  (seconds)                    DEFLEC99
 LG1013  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LG1013
 LG1013  HORZ ORDER  -  THIRD
 LG1013
 LG1013.The horizontal coordinates were established by classical geodetic methods
 LG1013.and adjusted by the National Geodetic Survey in August 1997..
 LG1013
 LG1013
 LG1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1013
 LG1013.The geoid height was determined by GEOID03.
 LG1013
 LG1013;                    North         East     Units Scale Factor Converg.
 LG1013;SPC NE       -    30,104.966   837,109.864   MT  0.99998434   +2 37 06.3
 LG1013;SPC KS N     -   190,718.587   566,527.749   MT  1.00005054   +1 14 04.3
 LG1013;UTM  14      - 4,435,823.532   751,801.034   MT  1.00038061   +1 53 57.7
 LG1013;UTM  15      - 4,436,104.514   239,864.145   MT  1.00043315   -1 57 44.2
 LG1013
 LG1013                          SUPERSEDED SURVEY CONTROL
 LG1013
 LG1013  NAD 83(1986)-  40 02 06.27393(N)    096 02 55.80226(W) AD(       ) 4
 LG1013  NAD 27      -  40 02 06.27000(N)    096 02 54.80000(W) AD(       ) 3
 LG1013
 LG1013.Superseded values are not recommended for survey control.
 LG1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1013.See file dsdata.txt to determine how the superseded data were derived.
 LG1013
 LG1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK5180135824(NAD 83)
 LG1013_MARKER: 53 = ELEVATED TANK
 LG1013
 LG1013  HISTORY     - Date     Condition        Report By
 LG1013  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1013
 LG1013                          STATION DESCRIPTION
 LG1013
 LG1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1013'THE TANK IS LOCATED AT THE NORTH EDGE OF TOWN.  IT IS A 4 LEGGED
 LG1013'STEEL STRUCTURE SUPPORTING A TANK ON THE TOP.  THE TANK IS PAINTED
 LG1013'SILVER AND THE LEGS ARE BLACK.  THE LETTERS DU BOIS ARE PAINTED
 LG1013'WITH BLACK LETTERS ON THE NORTH AND SOUTH SIDES OF THE TANK.  IT
 LG1013'IS ABOUT 100 FEET HIGH.  IT IS 150 FEET WEST OF STATE HIGHWAY 50
 LG1013'AND 250 FEET SOUTH OF AN EAST-WEST STREET.  THE POINT OBSERVED
 LG1013'UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0784 ***********************************************************************
 LG0784  DESIGNATION -  DUBA
 LG0784  PID         -  LG0784
 LG0784  STATE/COUNTY-  NE/SALINE
 LG0784  USGS QUAD   -  DORCHESTER NW (1964)
 LG0784
 LG0784                         *CURRENT SURVEY CONTROL
 LG0784  ___________________________________________________________________
 LG0784* NAD 83(1995)-  40 39 16.28575(N)    097 11 38.60716(W)     ADJUSTED  
 LG0784* NAVD 88     -       461.848  (meters)    1515.25   (feet)  ADJUSTED  
 LG0784  ___________________________________________________________________
 LG0784  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 LG0784  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 LG0784  DYNAMIC HT  -         461.592 (meters)    1514.41  (feet)  COMP
 LG0784  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 LG0784
 LG0784  HORZ ORDER  -  SECOND
 LG0784  VERT ORDER  -  FIRST     CLASS II
 LG0784
 LG0784.The horizontal coordinates were established by classical geodetic methods
 LG0784.and adjusted by the National Geodetic Survey in August 1997..
 LG0784
 LG0784.The orthometric height was determined by differential leveling
 LG0784.and adjusted by the National Geodetic Survey in May 1993..
 LG0784
 LG0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0784
 LG0784.The geoid height was determined by GEOID03.
 LG0784
 LG0784.The dynamic height is computed by dividing the NAVD 88
 LG0784.geopotential number by the normal gravity value computed on the
 LG0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0784.degrees latitude (g = 980.6199 gals.).
 LG0784
 LG0784.The modeled gravity was interpolated from observed gravity values.
 LG0784
 LG0784;                    North         East     Units Scale Factor Converg.
 LG0784;SPC NE       -    95,025.531   737,210.163   MT  0.99976806   +1 51 34.2
 LG0784;UTM  14      - 4,501,974.965   652,676.673   MT  0.99988692   +1 10 36.5
 LG0784
 LG0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0784!SPC NE       -   0.99993179  x   0.99976806  =   0.99969986
 LG0784!UTM  14      -   0.99993179  x   0.99988692  =   0.99981871
 LG0784
 LG0784|---------------------------------------------------------------------|
 LG0784| PID    Reference Object                     Distance      Geod. Az  |
 LG0784|                                                           dddmmss.s |
 LG0784| CN9199 DUBA RM 1                            19.602 METERS 07131     |
 LG0784| LG1286 DUBA AZ MK 2                                       0864538.3 |
 LG0784| CN9198 DUBA AZ MK                                         0873546.4 |
 LG0784| LG0775 DORCHESTER MUNICIPAL TANK           APPROX. 6.8 KM 0973338.9 |
 LG0784| LG1285 DUBA RM 3                             6.646 METERS 11146     |
 LG0784| CN9200 DUBA RM 2                            24.016 METERS 16101     |
 LG0784|---------------------------------------------------------------------|
 LG0784
 LG0784                          SUPERSEDED SURVEY CONTROL
 LG0784
 LG0784  NAD 83(1986)-  40 39 16.29339(N)    097 11 38.60770(W) AD(       ) 2
 LG0784  NAD 27      -  40 39 16.27300(N)    097 11 37.45600(W) AD(       ) 2
 LG0784
 LG0784.Superseded values are not recommended for survey control.
 LG0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0784.See file dsdata.txt to determine how the superseded data were derived.
 LG0784
 LG0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5267701975(NAD 83)
 LG0784_MARKER: DS = TRIANGULATION STATION DISK
 LG0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0784_SP_SET: CONCRETE POST
 LG0784_STAMPING: DUBA 1947
 LG0784_MARK LOGO: CGS   
 LG0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0784+STABILITY: SURFACE MOTION
 LG0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0784+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0784
 LG0784  HISTORY     - Date     Condition        Report By
 LG0784  HISTORY     - 1947     MONUMENTED       CGS
 LG0784  HISTORY     - 1947     GOOD             CGS
 LG0784  HISTORY     - 1964     GOOD             CGS
 LG0784  HISTORY     - 1969     GOOD             CGS
 LG0784  HISTORY     - 1975     GOOD             NEDR
 LG0784  HISTORY     - 19911008 GOOD             NGS
 LG0784
 LG0784                          STATION DESCRIPTION
 LG0784
 LG0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0784'THE STATION IS LOCATED ABOUT 4.5 MILES EAST OF FRIEND, 4.3 MILES
 LG0784'WEST OF DORCHESTER, 90 FEET WEST-SOUTHWEST OF AN ABANDONDED
 LG0784'FILLING STATION, 52.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO.
 LG0784'6, 24 FEET SOUTHEAST OF A FENCE CORNER, AND 14 FEET EAST OF A
 LG0784'NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH WITH THE GROUND AND IS
 LG0784'STAMPED DUBA 1947.
 LG0784'
 LG0784'REFERENCE MARK NO. 1 IS 33 FEET SOUTH OF THE CENTER OF U.S.
 LG0784'HIGHWAY NO. 6 AND IS SET FLUSH WITH THE GROUND.  IT IS STAMPED
 LG0784'DUBA NO 1 1947.
 LG0784'
 LG0784'REFERENCE MARK NO. 2 IS 37 FEET EAST OF A T FENCE INTERSECTION,
 LG0784'25 FEET NORTH OF A TIN COVERED SHED AND 0.8 FOOT NORTH OF A WOVEN
 LG0784'WIRE FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED DUBA NO 2 1947.
 LG0784'
 LG0784'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 6
 LG0784'AND 1 FOOT WEST OF TELEPHONE POLE NO. 1880.  IT PROJECTS 4 INCHES
 LG0784'AND IS STAMPED DUBA 1947.
 LG0784'
 LG0784'TO REACH THE STATION FROM THE POST OFFICE IN DORCHESTER, GO SOUTH
 LG0784'0.15 MILE TO STATE HIGHWAY NO. 33, TURN RIGHT, WEST, AND GO 2
 LG0784'MILES TO JUNCTION WITH U.S. HIGHWAY NO. 6, CONTINUE WEST ON U.S.
 LG0784'HIGHWAY NO. 6 FOR 3.9 MILES TO THE STATION ON THE LEFT AS
 LG0784'DESCRIBED.
 LG0784'
 LG0784'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 LG0784'HIGHWAY NO. 6 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LG0784'DESCRIBED.
 LG0784'
 LG0784'AN 87 FOOT SIGNAL AT EARNEST 1935 IS VISIBLE AT 37 FEET.
 LG0784'
 LG0784'A 74 FOOT SIGNAL AT MILLS IS VISIBLE AT 64 FEET.
 LG0784'
 LG0784'AN 87 FOOT SIGNAL AT CLARK IS VISIBLE AT 24 FEET.
 LG0784'
 LG0784'A 74 FOOT SIGNAL AT TABOR IS VISIBLE AT 15 FEET.
 LG0784'
 LG0784'A 74 FOOT SIGNAL AT ZALESKY 1935 IS VISIBLE AT 24 FEET.
 LG0784'
 LG0784'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0784
 LG0784                          STATION RECOVERY (1947)
 LG0784
 LG0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG0784'RECOVERED IN GOOD CONDITION.
 LG0784
 LG0784                          STATION RECOVERY (1964)
 LG0784
 LG0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG0784'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0784'AS DESCRIBED EXCEPT THE AZIMUTH MARK WHICH WAS NOT RECOVERED.
 LG0784'ABOUT 1/2 HOUR WAS SPENT IN SEARCH FOR THE AZIMUTH MARK, BUT IT
 LG0784'WAS NOT FOUND.  A NEW STEEL WITNESS POST WAS SET 1 FOOT EAST OF
 LG0784'REFERENCE MARK NO. 1.
 LG0784
 LG0784                          STATION RECOVERY (1969)
 LG0784
 LG0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG0784'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 LG0784'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH
 LG0784'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION BUT IN THE WAY OF
 LG0784'ROAD CONSTRUCTION AND HAD TO BE DESTROYED.  THE LINE OF SIGHT TO
 LG0784'THE REFERENCE MARKS WERE OBSTRUCTED BY JUNK CARS, DISTANCE AND
 LG0784'DIRECTION COULD NOT BE CHECKED.
 LG0784'
 LG0784'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE SET.
 LG0784'
 LG0784'FOLLOWING IS A NEW DESCRIPTION.
 LG0784'
 LG0784'TO REACH THE STATION FROM THE POST OFFICE IN DORCHESTER, GO
 LG0784'SOUTH FOR 0.2 MILE TO STATE HIGHWAY 33.  TURN RIGHT AND GO WEST
 LG0784'ON STATE HIGHWAY 33 FOR 2.8 MILES TO THE JUNCTION OF STATE
 LG0784'HIGHWAYS 15, 33, AND U.S. HIGHWAY 6.  TURN LEFT AND GO WEST ON
 LG0784'U.S. HIGHWAY 6 FOR 0.8 MILE TO WHERE STATE HIGHWAY 15 TURNS
 LG0784'SOUTH.  CONTINUE WEST ON U.S. HIGHWAY 6 FOR 0.45 MILE TO THE
 LG0784'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 6 FOR
 LG0784'0.4 MILE TO THE STATION ON THE LEFT.
 LG0784'
 LG0784'STATION SURFACE MARK, A STANDARD DISK STAMPED DUBA 1947, IS SET
 LG0784'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LG0784'SURFACE OF THE GROUND.  IT IS 52.5 FEET SOUTH OF THE CENTER OF
 LG0784'U.S. HIGHWAY 6, 48 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 LG0784'CONCRETE FOUNDATION FOR SLIDING DOOR AT THE EAST SIDE OF A METAL
 LG0784'BUILDING, 28 FEET EAST OF THE CENTER OF A DRIVEWAY, 13.5 FEET
 LG0784'EAST OF A PROJECTED FENCE LINE, AND 1 FOOT WEST OF A METAL
 LG0784'WITNESS POST.  THE UNDERGROUND STATION MARK WAS NOT INSPECTED.
 LG0784'
 LG0784'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUBA NO. 2 1947, IS
 LG0784'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LG0784'INCHES.  IT IS 78.79 FEET SOUTH-SOUTHEAST OF THE STATION, 37 FEET
 LG0784'EAST OF A FENCE, 28.5 FEET NORTH-NORTHEAST OF THE NORTHWEST
 LG0784'CORNER OF A METAL BUILDING, AND 8 FEET WEST OF A LARGE ELM TREE.
 LG0784'
 LG0784'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DUBA 1947 NO. 3
 LG0784'1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LG0784'1 INCH.  IT IS 61 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 6, 47
 LG0784'FEET EAST OF THE CENTER OF THE DRIVEWAY, AND 1 FOOT NORTH OF AN
 LG0784'OVERHEAD POWERLINE.
 LG0784'
 LG0784'AZIMUTH MARK, A STANDARD DISK STAMPED DUBA 1947 1969, IS SET IN
 LG0784'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 LG0784'60 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 6 AND 1 FOOT WEST OF
 LG0784'A METAL WITNESS POST.
 LG0784'
 LG0784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4-1/4
 LG0784'MILES WEST OF DORCHESTER.
 LG0784
 LG0784                          STATION RECOVERY (1975)
 LG0784
 LG0784'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 LG0784'REFER TO USC AND GS QUAD 400971 PAGE 1013 STATION AND AZIMUTH
 LG0784'FOUND IN GOOD CONDITION AS DESCRIBED.
 LG0784
 LG0784                          STATION RECOVERY (1991)
 LG0784
 LG0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0784'18.2 KM (11.30 MI) WESTERLY ALONG U.S. HIGHWAY 33 FROM THE CITY HALL
 LG0784'IN CRETE, THENCE 2.3 KM (1.40 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG0784'68.0 M (223.1 FT) WEST OF THE CENTER OF A DRIVEWAY, 40.8 M (133.9 FT)
 LG0784'EAST OF A FENCE CORNER, 25.1 M (82.3 FT) WEST OF A UTILITY POLE, 15.9
 LG0784'M (52.2 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 15.2 M
 LG0784'(49.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A STORAGE BUILDING,
 LG0784'0.5 M (1.6 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 LG0784'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1286 ***********************************************************************
 LG1286  DESIGNATION -  DUBA AZ MK 2
 LG1286  PID         -  LG1286
 LG1286  STATE/COUNTY-  NE/SALINE
 LG1286  USGS QUAD   -  DORCHESTER NW (1964)
 LG1286
 LG1286                         *CURRENT SURVEY CONTROL
 LG1286  ___________________________________________________________________
 LG1286* NAD 83(1986)-  40 39 18.     (N)    097 11 13.     (W)     SCALED    
 LG1286* NAVD 88     -       460.520  (meters)    1510.89   (feet)  ADJUSTED  
 LG1286  ___________________________________________________________________
 LG1286  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 LG1286  DYNAMIC HT  -         460.265 (meters)    1510.05  (feet)  COMP
 LG1286  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 LG1286
 LG1286  VERT ORDER  -  FIRST     CLASS II
 LG1286
 LG1286.The horizontal coordinates were scaled from a topographic map and have
 LG1286.an estimated accuracy of +/- 6 seconds.
 LG1286
 LG1286.The orthometric height was determined by differential leveling
 LG1286.and adjusted by the National Geodetic Survey in May 1993..
 LG1286
 LG1286.The geoid height was determined by GEOID03.
 LG1286
 LG1286.The dynamic height is computed by dividing the NAVD 88
 LG1286.geopotential number by the normal gravity value computed on the
 LG1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1286.degrees latitude (g = 980.6199 gals.).
 LG1286
 LG1286.The modeled gravity was interpolated from observed gravity values.
 LG1286
 LG1286;                    North         East    Units  Estimated Accuracy
 LG1286;SPC NE       -    95,100.      737,810.      MT  (+/- 180 meters Scaled)
 LG1286
 LG1286                          SUPERSEDED SURVEY CONTROL
 LG1286
 LG1286.No superseded survey control is available for this station.
 LG1286
 LG1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL532020(NAD 83)
 LG1286_MARKER: DZ = AZIMUTH MARK DISK
 LG1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1286_SP_SET: CONCRETE POST
 LG1286_STAMPING: DUBA 1947 1969
 LG1286_MARK LOGO: CGS   
 LG1286_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1286+STABILITY: SURFACE MOTION
 LG1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1286+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1286
 LG1286  HISTORY     - Date     Condition        Report By
 LG1286  HISTORY     - 1969     MONUMENTED       CGS
 LG1286  HISTORY     - 19911008 GOOD             NGS
 LG1286
 LG1286                          STATION DESCRIPTION
 LG1286
 LG1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1286'18.2 KM (11.30 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1286'IN CRETE, THENCE 1.6 KM (1.00 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG1286'146.9 M (482.0 FT) EAST OF A FENCE CORNER, 18.5 M (60.7 FT) NORTH OF
 LG1286'THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 LG1286'HIGHWAY, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 LG1286'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1285 ***********************************************************************
 LG1285  DESIGNATION -  DUBA RM 3
 LG1285  PID         -  LG1285
 LG1285  STATE/COUNTY-  NE/SALINE
 LG1285  USGS QUAD   -  DORCHESTER NW (1964)
 LG1285
 LG1285                         *CURRENT SURVEY CONTROL
 LG1285  ___________________________________________________________________
 LG1285* NAD 83(1986)-  40 39 16.     (N)    097 11 38.     (W)     SCALED    
 LG1285* NAVD 88     -       461.851  (meters)    1515.26   (feet)  ADJUSTED  
 LG1285  ___________________________________________________________________
 LG1285  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 LG1285  DYNAMIC HT  -         461.595 (meters)    1514.42  (feet)  COMP
 LG1285  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 LG1285
 LG1285  VERT ORDER  -  FIRST     CLASS II
 LG1285
 LG1285.The horizontal coordinates were scaled from a topographic map and have
 LG1285.an estimated accuracy of +/- 6 seconds.
 LG1285
 LG1285.The orthometric height was determined by differential leveling
 LG1285.and adjusted by the National Geodetic Survey in May 1993..
 LG1285
 LG1285.The geoid height was determined by GEOID03.
 LG1285
 LG1285.The dynamic height is computed by dividing the NAVD 88
 LG1285.geopotential number by the normal gravity value computed on the
 LG1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1285.degrees latitude (g = 980.6199 gals.).
 LG1285
 LG1285.The modeled gravity was interpolated from observed gravity values.
 LG1285
 LG1285;                    North         East    Units  Estimated Accuracy
 LG1285;SPC NE       -    95,020.      737,230.      MT  (+/- 180 meters Scaled)
 LG1285
 LG1285                          SUPERSEDED SURVEY CONTROL
 LG1285
 LG1285.No superseded survey control is available for this station.
 LG1285
 LG1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL526019(NAD 83)
 LG1285_MARKER: DR = REFERENCE MARK DISK
 LG1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1285_SP_SET: CONCRETE POST
 LG1285_STAMPING: DUBA 1947 NO.3 1969
 LG1285_MARK LOGO: CGS   
 LG1285_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1285+STABILITY: SURFACE MOTION
 LG1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1285+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1285
 LG1285  HISTORY     - Date     Condition        Report By
 LG1285  HISTORY     - 1969     MONUMENTED       CGS
 LG1285  HISTORY     - 19911008 GOOD             NGS
 LG1285
 LG1285                          STATION DESCRIPTION
 LG1285
 LG1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1285'18.2 KM (11.30 MI) WESTERLY ALONG U.S. HIGHWAY 33 FROM THE CITY HALL
 LG1285'IN CRETE, THENCE 2.3 KM (1.40 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG1285'61.4 KM (38.15 MI) WEST OF THE CENTER OF A DRIVEWAY, 47.4 M (155.5
 LG1285'FT) EAST OF A FENCE CORNER, 18.5 M (60.7 FT) WEST OF A UTILITY POLE,
 LG1285'18.4 M (60.4 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 6.6
 LG1285'M (21.7 FT) EAST-SOUTHEAST OF TRIANGULATION STATION DUBA, AND THE
 LG1285'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0576 ***********************************************************************
 MN0576  DESIGNATION -  DUBBS
 MN0576  PID         -  MN0576
 MN0576  STATE/COUNTY-  NE/BANNER
 MN0576  USGS QUAD   -  LONE PINE BUTTE (1979)
 MN0576
 MN0576                         *CURRENT SURVEY CONTROL
 MN0576  ___________________________________________________________________
 MN0576* NAD 83(1995)-  41 25 39.66014(N)    103 32 39.12664(W)     ADJUSTED  
 MN0576* NAVD 88     -      1464.     (meters)    4803.     (feet)  SCALED    
 MN0576  ___________________________________________________________________
 MN0576  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 MN0576  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 MN0576
 MN0576  HORZ ORDER  -  FIRST
 MN0576
 MN0576.The horizontal coordinates were established by classical geodetic methods
 MN0576.and adjusted by the National Geodetic Survey in August 1997..
 MN0576
 MN0576.The orthometric height was scaled from a topographic map.
 MN0576
 MN0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0576
 MN0576.The geoid height was determined by GEOID03.
 MN0576
 MN0576;                    North         East     Units Scale Factor Converg.
 MN0576;SPC NE       -   183,082.415   203,927.561   MT  0.99965952   -2 20 55.4
 MN0576;UTM  13      - 4,587,258.387   621,641.674   MT  0.99978210   +0 57 48.2
 MN0576
 MN0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0576!SPC NE       -   0.99977346  x   0.99965952  =   0.99943305
 MN0576!UTM  13      -   0.99977346  x   0.99978210  =   0.99955561
 MN0576
 MN0576|---------------------------------------------------------------------|
 MN0576| PID    Reference Object                     Distance      Geod. Az  |
 MN0576|                                                           dddmmss.s |
 MN0576| CP7037 DUBBS RM 1                           23.240 METERS 06046     |
 MN0576| CP7035 DUBBS AZ MK                                        1280838.9 |
 MN0576| CP7036 DUBBS AZ MK RESET                                  1571034.8 |
 MN0576| CP7038 DUBBS RM 2                           24.181 METERS 31511     |
 MN0576|---------------------------------------------------------------------|
 MN0576
 MN0576                          SUPERSEDED SURVEY CONTROL
 MN0576
 MN0576  NAD 83(1995)-  41 25 39.65961(N)    103 32 39.12611(W) AD(       ) 1
 MN0576  NAD 83(1986)-  41 25 39.65097(N)    103 32 39.12726(W) AD(       ) 1
 MN0576  NAD 27      -  41 25 39.73420(N)    103 32 37.34500(W) AD(       ) 1
 MN0576
 MN0576.Superseded values are not recommended for survey control.
 MN0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0576.See file dsdata.txt to determine how the superseded data were derived.
 MN0576
 MN0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2164287258(NAD 83)
 MN0576_MARKER: DS = TRIANGULATION STATION DISK
 MN0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0576
 MN0576  HISTORY     - Date     Condition        Report By
 MN0576  HISTORY     - 1934     MONUMENTED       CGS
 MN0576  HISTORY     - 1963     GOOD             CGS
 MN0576
 MN0576                          STATION DESCRIPTION
 MN0576
 MN0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0576'FOURTEEN MILES, AIRLINE, NORTH-NORTHEAST OF KIMBALL.  THE
 MN0576'STATION IS LOCATED ON A LOCALLY HIGH BARREN RIDGE, OR BUTTE,
 MN0576'ABOUT 3/4 MILE NORTH OF A GRAVEL WASH IN A DEEP DRAW AND ABOUT
 MN0576'3 MILES, 221 DEGREES MAGNETIC, (SOUTHWEST), OF A PROMINENT
 MN0576'BUTTE KNOWN LOCALLY AS LONESOME PINE BUTTE.  THE STATION IS
 MN0576'ON THE SOUTHEAST AND HIGHER END OF THE RIDGE, 150 YARDS
 MN0576'SOUTH AND 200 YARDS WEST OF SECTION-LINE FENCES.  THE RIDGE
 MN0576'APPEARS SOMEWHAT WHITISH DUE TO WHITE STONES ON TOP.  A LARGE
 MN0576'COULEE WITH TREES HEADS 100 YARDS SOUTH OF THE STATION AND
 MN0576'RUNS SOUTHEASTERLY INTO THE BIG DRAW.  LAND IS OWNED BY MR.
 MN0576'DUBBS.  STATION MARK PROJECTS 6 INCHES.  MARKS DESCRIBED IN
 MN0576'
 MN0576'THE STATION MAY BE REACHED FROM KIMBALL BY DRIVING NORTH ON
 MN0576'STATE HIGHWAY 29, CONTINUING STRAIGHT AHEAD, (NORTH) ON A
 MN0576'GRADED DIRT ROAD WHERE STATE HIGHWAY 29 CURVES TO THE WEST,
 MN0576'FOR 9.0 MILES FROM THIS JUNCTION.  HERE, GO EAST ON GRADED
 MN0576'ROAD FOR 3.0 MILES TO WHERE THERE IS A WHITE SCHOOLHOUSE
 MN0576'IN THE NORTHWEST CORNER OF A ROAD INTERSECTION.  CONTINUE EAST
 MN0576'1.0 MILE, SOUTH 1.0 MILE, AND EAST 2.0 MILES, OR ONE-HALF
 MN0576'MILE WEST OF WHERE THE MAIN ROAD TURNS SOUTH.  PASS THROUGH
 MN0576'A WIRE GATE AND TURN NORTH ON FARM ROAD FOLLOWING ONLY PLAIN
 MN0576'TRACKS 0.1 MILE THEN EAST 0.3 MILE TO ANOTHER GATE.  PASS
 MN0576'THROUGH GATE AND FOLLOW MAIN TRACK ROAD NORTHEASTERLY,
 MN0576'WHICH WINDS DOWN INTO THE BOTTOM OF A LARGE DRAW, 0.9 MILE.
 MN0576'CROSS LARGE GRAVEL WASH, LOCALLY KNOWN AS LAWRENCE FORK.
 MN0576'THERE ARE LARGE ABANDONED RANCH BUILDINGS AND A WINDMILL 200
 MN0576'YARDS UP THE DRAW FROM THIS CROSSING.  AFTER CROSSING WASH
 MN0576'TAKE RIGHT FORK DOWN DRAW ON THE NORTH SIDE 0.2 MILE.
 MN0576'LEAVE THE TRACK ROAD AND TURN LEFT AND COME ONTO DIM
 MN0576'TRACKS, WHICH SOON BECOME LARGE WASHED-OUT RUTS IN A STEEP
 MN0576'CANYON.  DRIVE UP THIS SIDE CANYON CLIMBING A STEEP PITCH
 MN0576'AS ITS HEAD AND FOLLOW TRACKS NORTHERLY TO GATE ABOUT 0.3
 MN0576'MILE FROM LEAVING TRACKS IN BOTTOM OF DRAW.  PASS THROUGH
 MN0576'GATE AND FOLLOW MAIN TRACKS NORTHERLY CIRCLING TO LEFT
 MN0576'AROUND HEAD OF COULEE AND CONTINUING NORTH TO TOP OF
 MN0576'HIGHEST HILL AND STATION, ABOUT 1/3 MILE.
 MN0576'
 MN0576'REFERENCE MARK NO. 1 IS, NORTHEAST OF THE STATION
 MN0576'AND PROJECTS 12 INCHES.
 MN0576'
 MN0576'REFERENCE MARK NO. 2, IS NORTHWEST OF THE STATION
 MN0576'AND PROJECTS 10 INCHES.
 MN0576'
 MN0576'AZIMUTH MARK, IS SOUTHEAST OF THE STATION ON A SMALL
 MN0576'CONE-SHAPED RIDGE.  THIS RIDGE EXTENDS OUT FROM A LARGE
 MN0576'GRASSY RIDGE OF WHICH THE STATION BUTTE IS A PART.  THE RIDGE
 MN0576'IS BOUNDED ON THE NORTH, EAST, AND SOUTH SIDES BY DEEP DRAWS
 MN0576'AND HAS A FEW PINES ON TOP OF IT.  THE MARK IS SET ON THE
 MN0576'SIDE OF THE RIDGE TOWARDS THE STATION AND PROJECTS 3 INCHES.
 MN0576'
 MN0576'A 10-FOOTS STAND WILL CLEAR ALL LINES.
 MN0576
 MN0576                          STATION RECOVERY (1963)
 MN0576
 MN0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0576'THE STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 MN0576'IN GOOD CONDITION.  TRACES OF CEMENT WERE FOUND AT THE LOCATION
 MN0576'OF THE AZIMUTH MARK BUT THE MARK WAS NOT RECOVERED.  IT IS
 MN0576'BELIEVED TO HAVE BEEN DESTROYED.  THE DIRECTIONS TO THE
 MN0576'REFERENCE MARKS WERE VERIFIED.  THE DISTANCE (SLOPE) TO
 MN0576'REFERENCE MARK NO. 1 WAS VERIFIED, HOWEVER A 4.000 METER BUST
 MN0576'TO REFERENCE MARK NO. 2 WAS APPARENT.  A NEW AZIMUTH MARK WAS
 MN0576'SET BY THIS PARTY.  HORIZONTAL DISTANCES TO THE REFERENCE
 MN0576'MARKS IS SHOWN IN THE BOX SCORE.
 MN0576'
 MN0576'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MN0576'
 MN0576'THE STATION IS 13 MILES NORTH AND 6 MILES EAST OF KIMBALL,
 MN0576'ON THE SUMMIT OF A SMALL KNOLL, ABOUT 1/2 MILE NORTH OF A
 MN0576'DEEP WASH, AND IN PASTURE LAND OWNED BY MR. B. KLEVEN.
 MN0576'
 MN0576'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0576'AND STATE HIGHWAY 71, IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0576'15.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVEL
 MN0576'ROAD FOR 4.0 MILES TO A POINT WHERE THE MAIN ROAD BEARS SHARP
 MN0576'LEFT, NORTH.  BEAR RIGHT AND GO EAST-SOUTHEAST ON A TRACK ROAD
 MN0576'ACROSS PASTURE FOR 1.2 MILES TO A T-FENCE CORNER.  PASS THROUGH
 MN0576'A WIRE GATE (SOUTH ONE OF TWO), TURN RIGHT AND GO SOUTH FOR
 MN0576'0.05 MILE TO A DIM FORK.  BEAR LEFT AND GO EAST-SOUTHEAST ON
 MN0576'A DIM TRACK ROAD FOR 0.7 MILE TO A FENCE CORNER.  CONTINUE
 MN0576'EASTERLY ALONG THE SOUTH SIDE OF A FENCE FOR 0.2 MILE TO A
 MN0576'T-FENCE CORNER.  TURN RIGHT AND GO SOUTH ALONG THE WEST
 MN0576'SIDE OF THE FENCE FOR 0.5 MILE TO A FENCE CORNER.  BEAR LEFT
 MN0576'AND SOUTHEAST ACROSS PASTURE FOR 0.2 MILE TO THE
 MN0576'SOUTHEAST END AND HIGHEST PART OF A SMALL KNOLL AND THE
 MN0576'STATION.
 MN0576'
 MN0576'STATION MARK IS A STANDARD DISK STAMPED DUBBS 1934, SET IN
 MN0576'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS ABOUT
 MN0576'25 FEET NORTHWEST OF THE SOUTHEAST END OF THE KNOLL.  THE
 MN0576'UNDERGROUND DISK WAS NOT INSPECTED.
 MN0576'
 MN0576'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUBBS NO 1 1934,
 MN0576'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MN0576'IT IS ON THE NORTHEAST SLOPE OF THE HILL AND ABOUT 10 FEET
 MN0576'LOWER IN ELEVATION THAN THE STATION.
 MN0576'
 MN0576'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUBBS NO 2 1934,
 MN0576'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0576'IT IS NORTHWEST OF THE STATION AND ABOUT 2 FEET LOWER IN
 MN0576'ELEVATION THAN THE STATION.
 MN0576'
 MN0576'AZIMUTH MARK IS A STANDARD DISK STAMPED DUBBS 1934 RESET 1963,
 MN0576'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 MN0576'THE SURROUNDING SURFACE.  IT IS 39 FEET SOUTHEAST OF A SMALL,
 MN0576'LONE PINE TREE, 23 FEET NORTH OF THE SOUTH END OF THE RIDGE AND
 MN0576'4 FEET SOUTHWEST OF A METAL WITNESS POST.
 MN0576'
 MN0576'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST
 MN0576'FOR 0.3 MILE TO THE MARK ON THE SOUTH END OF A SMALL ROCKY
 MN0576'RIDGE WHICH DROPS OFF SHARPLY INTO A DEEP WASH.
 MN0576'
 MN0576'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MN0576'THE SLOPE DISTANCE TO R.M. NO. 1 IS 23.361 METERS-76.64 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2062 ***********************************************************************
 MK2062  DESIGNATION -  DUCK
 MK2062  PID         -  MK2062
 MK2062  STATE/COUNTY-  NE/SAUNDERS
 MK2062  USGS QUAD   -  MALMO (1969)
 MK2062
 MK2062                         *CURRENT SURVEY CONTROL
 MK2062  ___________________________________________________________________
 MK2062* NAD 83(1995)-  41 15 49.45445(N)    096 38 14.70540(W)     ADJUSTED  
 MK2062* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 MK2062  ___________________________________________________________________
 MK2062  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 MK2062  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 MK2062
 MK2062  HORZ ORDER  -  SECOND
 MK2062
 MK2062.The horizontal coordinates were established by classical geodetic methods
 MK2062.and adjusted by the National Geodetic Survey in August 1997..
 MK2062
 MK2062.The orthometric height was scaled from a topographic map.
 MK2062
 MK2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2062
 MK2062.The geoid height was determined by GEOID03.
 MK2062
 MK2062;                    North         East     Units Scale Factor Converg.
 MK2062;SPC NE       -   164,288.355   781,616.017   MT  0.99966748   +2 13 42.1
 MK2062;UTM  14      - 4,570,727.025   697,910.013   MT  1.00008207   +1 33 31.3
 MK2062
 MK2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2062!SPC NE       -   0.99993895  x   0.99966748  =   0.99960646
 MK2062!UTM  14      -   0.99993895  x   1.00008207  =   1.00002102
 MK2062
 MK2062|---------------------------------------------------------------------|
 MK2062| PID    Reference Object                     Distance      Geod. Az  |
 MK2062|                                                           dddmmss.s |
 MK2062| CL6425 DUCK RM 2                            32.513 METERS 05509     |
 MK2062| MK2082 WAHOO MUNICIPAL TANK                APPROX. 5.2 KM 1702036.0 |
 MK2062| CL6424 DUCK RM 1                                          22459     |
 MK2062|---------------------------------------------------------------------|
 MK2062
 MK2062                          SUPERSEDED SURVEY CONTROL
 MK2062
 MK2062  NAD 83(1986)-  41 15 49.46340(N)    096 38 14.70853(W) AD(       ) 2
 MK2062  NAD 27      -  41 15 49.45391(N)    096 38 13.61092(W) AD(       ) 2
 MK2062
 MK2062.Superseded values are not recommended for survey control.
 MK2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2062.See file dsdata.txt to determine how the superseded data were derived.
 MK2062
 MK2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9791070727(NAD 83)
 MK2062_MARKER: DD = SURVEY DISK
 MK2062_SETTING: 0 = UNSPECIFIED SETTING
 MK2062
 MK2062  HISTORY     - Date     Condition        Report By
 MK2062  HISTORY     - 1967     MONUMENTED       USGS
 MK2062
 MK2062                          STATION DESCRIPTION
 MK2062
 MK2062'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2062'THE STATION IS LOCATED APPROX. 4.0 MI N. AND 1.0 MI W. OF WAHOO,
 MK2062'T. 15 N., R. 7 E., NEAR THE CENTER OF THE N. HALF SEC. 21,
 MK2062'LOCATED TOP OF SMALL RISE, IN OPEN FIELD, ON FENCE AND CROP LINE,
 MK2062'54 FT S. 89 FT W. OF SW. CORNER OF BARN.
 MK2062'
 MK2062'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2062'6TH ST., 0.2 MI TO CHESTNUT ST. (HWY. 92) TURN RIGHT (N.) AND GO
 MK2062'ALONG CHESTNUT ST. FOR 0.6 MI TO 15TH ST., TURN LEFT (W.) AND GO
 MK2062'ALONG 15TH ST. FOR 0.5 MI TO A T-RD. N., TURN RIGHT (N.) AND GO
 MK2062'1.0 MI TO T-RD. S. AT A CEMETERY, TURN LEFT (W.) AND GO 0.5 MI
 MK2062'TO T-RD. N., TURN RIGHT (N.) AHEAD FOR 0.3 MI TO T-RD. W. AND
 MK2062'FIELD ENTRANCE RIGHT (E.), TURN RIGHT (E.) PASS THROUGH WIRE
 MK2062'FENCE GATE AND GO 0.5 MI TO CROP LINE AND OLD FENCE LINE, TURN
 MK2062'RIGHT (S.) AND GO 0.4 MI ALONG W. SIDE OF FENCE LINE TO
 MK2062'STATION ON LEFT (E.)
 MK2062'
 MK2062'THE STATION MARK IS STAMPED ET DUCK 1967.
 MK2062'
 MK2062'REFERENCE MARK 1 IS NW. OF THE STATION, 21 FT S., 30 FT E. OF
 MK2062'CENTER OF FIELD ENTRANCE E., STAMPED DUCK NO 1 1967.
 MK2062'
 MK2062'REFERENCE MARK 2 IF NE. OF THE STATION, 3 FT SW. OF THE SW. CORNER
 MK2062'OF BARN, STAMPED DUCK NO 2 1967.
 MK2062'
 MK2062'AZIMUTH MARK IS TOP CENTER OF WATER TANK IN WAHOO (SILVER TANK
 MK2062'WITH BLACK LEGS 0.5 MI N. OF ELEV.)
 MK2062'
 MK2062'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED ON
 MK2062'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2062'12 IN. LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0764 ***********************************************************************
 NN0764  CBN         -  This is a Cooperative Base Network Control Station.
 NN0764  DESIGNATION -  DUFF
 NN0764  PID         -  NN0764
 NN0764  STATE/COUNTY-  NE/ROCK
 NN0764  USGS QUAD   -  ROSE (1981)
 NN0764
 NN0764                         *CURRENT SURVEY CONTROL
 NN0764  ___________________________________________________________________
 NN0764* NAD 83(1995)-  42 12 11.64731(N)    099 30 47.51226(W)     ADJUSTED  
 NN0764* NAVD 88     -       796.8    (meters)    2614.     (feet)  GPS OBS   
 NN0764  ___________________________________________________________________
 NN0764  X           -    -782,152.590 (meters)                     COMP
 NN0764  Y           -  -4,667,354.827 (meters)                     COMP
 NN0764  Z           -   4,262,873.052 (meters)                     COMP
 NN0764  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 NN0764  ELLIP HEIGHT-         774.05  (meters)          (09/24/01) GPS OBS
 NN0764  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 NN0764
 NN0764  HORZ ORDER  -  B
 NN0764  ELLP ORDER  -  FOURTH    CLASS I
 NN0764
 NN0764.The horizontal coordinates were established by GPS observations
 NN0764.and adjusted by the National Geodetic Survey in June 1996..
 NN0764
 NN0764.The orthometric height was determined by GPS observations and a
 NN0764.high-resolution geoid model.
 NN0764
 NN0764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0764
 NN0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0764
 NN0764.The ellipsoidal height was determined by GPS observations
 NN0764.and is referenced to NAD 83.
 NN0764
 NN0764.The geoid height was determined by GEOID03.
 NN0764
 NN0764;                    North         East     Units Scale Factor Converg.
 NN0764;SPC NE       -   263,239.086   540,192.376   MT  0.99973263   +0 19 21.4
 NN0764;UTM  14      - 4,672,469.076   457,633.628   MT  0.99962208   -0 20 41.1
 NN0764
 NN0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0764!SPC NE       -   0.99987861  x   0.99973263  =   0.99961128
 NN0764!UTM  14      -   0.99987861  x   0.99962208  =   0.99950074
 NN0764
 NN0764|---------------------------------------------------------------------|
 NN0764| PID    Reference Object                     Distance      Geod. Az  |
 NN0764|                                                           dddmmss.s |
 NN0764| CO3022 DUFF RM 1                            30.239 METERS 03613     |
 NN0764| CO3021 DUFF AZ MK                                         0992022.4 |
 NN0764| CO3023 DUFF RM 2                            22.271 METERS 13940     |
 NN0764|---------------------------------------------------------------------|
 NN0764
 NN0764                          SUPERSEDED SURVEY CONTROL
 NN0764
 NN0764  ELLIP H (06/25/96)  774.10   (m)                       GP(       ) 1 1
 NN0764  NAD 83(1986)-  42 12 11.65250(N)    099 30 47.52487(W) AD(       ) 1
 NN0764  NAD 27      -  42 12 11.64800(N)    099 30 46.10800(W) AD(       ) 1
 NN0764
 NN0764.Superseded values are not recommended for survey control.
 NN0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0764.See file dsdata.txt to determine how the superseded data were derived.
 NN0764
 NN0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM5763472469(NAD 83)
 NN0764_MARKER: DS = TRIANGULATION STATION DISK
 NN0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0764_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NN0764_STAMPING: DUFF 1934
 NN0764_MARK LOGO: CGS   
 NN0764_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0764+STABILITY: SURFACE MOTION
 NN0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0764+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2002
 NN0764
 NN0764  HISTORY     - Date     Condition        Report By
 NN0764  HISTORY     - 1934     MONUMENTED       CGS
 NN0764  HISTORY     - 1949     GOOD             CGS
 NN0764  HISTORY     - 19950525 GOOD             NGS
 NN0764  HISTORY     - 20021104 GOOD             NEDR
 NN0764
 NN0764                          STATION DESCRIPTION
 NN0764
 NN0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0764'STATION IS ON TOP OF A HILL LOCATED IN PASTURE LAND, 100
 NN0764'YARDS NORTH OF FENCE LINE AND ABOUT 1/3 MILE WEST, 100 YARDS
 NN0764'NORTH OF THE SOUTHEAST CORNER OF SEC. 22, T. 26 N., R. 19 W.,
 NN0764'5 MILES EAST BY NORTH OF DUFF ON LAND OWNED BY JOHN C. GARRETSON
 NN0764'WHOSE ADDRESS IS NOT KNOWN.  MARK IS SET 6 FEET WEST OF EAST
 NN0764'SLOPE OF HILL.  REACHED FROM THE JUNCTIONS OF U.S. HIGHWAYS
 NN0764'83 AND 20 ABOUT 2.5 MILES SOUTH OF BASSETT, BY GOING SOUTH
 NN0764'ON U.S. HIGHWAY 83 FOR 26 MILES OR 10.5 MILES PAST A STONE
 NN0764'SCHOOLHOUSE ON RIGHT (NO. 42) TO JAGGED CROSS ROAD AT ARROWS
 NN0764'POINTING EAST AND WEST, ROSE 3 MILES, DUFF 9 MILES.  FOLLOW
 NN0764'ARROW DUFF FOR 2.35 MILES WEST TO TOP OF GRADE AND STATION,
 NN0764'100 YARDS NORTH OF ROAD, ON TOP OF HILL IN PASTURE.
 NN0764'
 NN0764'REFERENCE MARK NO. 1 IS SET IN FLAT ABOUT 10 FEET BELOW
 NN0764'TOP OF HILL AND ON EAST SIDE OF THE HILL, NORTH-NORTHEAST SIDE
 NN0764'OF HILL ON WHICH STATION IS LOCATED.
 NN0764'
 NN0764'REFERENCE MARK NO. 2 IS SET ON A FLAT ABOUT 10 FEET BELOW TOP
 NN0764'AND EAST SIDE OF HILL ON WHICH STATION IS LOCATED, SOUTH-SOUTHEAST
 NN0764'SIDE OF HILL.
 NN0764'
 NN0764'AZIMUTH MARK IS 0.6 MILE EAST OF STATION, ALONG NORTH SIDE OF
 NN0764'ROAD LEADING TO STATION, SET IN FENCE CORNER 30 FEET NORTH OF
 NN0764'CENTERLINE OF ROAD.
 NN0764'
 NN0764'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NN0764
 NN0764                          STATION RECOVERY (1949)
 NN0764
 NN0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0764'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 NN0764'CONDITION.
 NN0764'
 NN0764'THE AZIMUTH MARK IS 0.45 MILE EAST OF THE STATION, AND NOT
 NN0764'0.6 MILE AS MENTIONED IN ORIGINAL DESCRIPTION.
 NN0764'
 NN0764'A COMPLETE DESCRIPTION FOLLOWS--
 NN0764'
 NN0764'THE STATION IS LOCATED IN PASTURE LAND AND NEAR THE TOP OF A
 NN0764'PROMINENT SAND HILL.  IT IS ABOUT 5.0 MILES NORTHEAST OF DUFF,
 NN0764'0.45 MILE SOUTHEAST OF A RANCH HOUSE, 330.0 FEET NORTH OF THE
 NN0764'CENTER OF A SAND ROAD, 303.0 FEET NORTH OF A FENCE, 10.0 FEET
 NN0764'EAST OF TOP OF HILL, AND 4.5 FEET EAST OF A WITNESS POST.
 NN0764'IT PROJECTS 6 INCHES AND IS STAMPED, DUFF 1934.
 NN0764'
 NN0764'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 NN0764'AND IS ABOUT 10.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NN0764'PROJECTS 8 INCHES AND IS STAMPED, DUFF NO 1 1934.
 NN0764'
 NN0764'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE HILL AND
 NN0764'IS ABOUT 10.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NN0764'PROJECTS 8 INCHES AND IS STAMPED, DUFF NO 2 1934.
 NN0764'
 NN0764'AZIMUTH MARK IS 0.1 MILE EAST OF A FENCE CORNER, 28.0 FEET
 NN0764'NORTH OF THE CENTER OF A SAND ROAD, 1.5 FEET NORTH OF A WITNESS
 NN0764'POST, AND 1.2 FEET NORTH OF A FENCE.  IT PROJECTS 4 INCHES AND
 NN0764'IS STAMPED, DUFF AZI 1934.
 NN0764'
 NN0764'TO REACH THE STATION FROM ROSE POST OFFICE, GO NORTH ON U.S.
 NN0764'HIGHWAY NO. 183 FOR 2.25 MILES TO THE MIDWAY STORE ON THE
 NN0764'RIGHT, CONTINUE NORTH ON HIGHWAY FOR 1.4 MILES TO A CROSSROAD,
 NN0764'TURN LEFT AND GO WEST ON A SAND ROAD FOR 1.95 MILES TO THE
 NN0764'AZIMUTH MARK ON THE RIGHT, CONTINUE WEST ON SAND ROAD FOR 0.1
 NN0764'MILE TO A T-ROAD RIGHT AND A WIRE GATE IN THE SOUTHEAST CORNER
 NN0764'OF A PASTURE, TURN RIGHT THROUGH GATE AND FOLLOW TRACK ROAD
 NN0764'NORTHWEST FOR 0.3 MILE, TURN LEFT AND GO SOUTH ACROSS PASTURE
 NN0764'FOR 0.1 MILE TO THE TOP OF A PROMINENT SAND HILL AND THE
 NN0764'STATION.
 NN0764'
 NN0764'A 74 FOOT SIGNAL AT BLAINE 1934 IS VISIBLE AT 37 FEET.
 NN0764'
 NN0764'A 4 FOOT SIGNAL AT ROCK, ROSE HILL, ROSE, LOUP, OVITT 1934,
 NN0764'AND CALAMUS 1934 ARE VISIBLE AT 4 FEET.
 NN0764
 NN0764                          STATION RECOVERY (1995)
 NN0764
 NN0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0764'THE MARK IS LOCATED ABOUT 26.0 MI (41.8 KM) SOUTH OF BASSETT, 8.0 MI
 NN0764'(12.9 KM) NORTH OF THE LOUP-ROCK COUNTY LINE, 1.6 MI (2.6 KM)
 NN0764'NORTH-NORTHEAST OF ROSE, 0.75 MI (1.21 KM) EAST OF U.S. HIGHWAY 183,
 NN0764'IN THE SE1/4, SEC22, T26N, R19W AND IN A PASTURE ON PROPERTY OWNED BY
 NN0764'BERNARD CRAVEN, HC75, BOX 167, ROSE, NEBRASKA, TELEPHONE 402-684-3829.
 NN0764'THE OWNER REQUIRES A TELEPHONE CALL BEFORE ALLOWING A VISIT TO THE
 NN0764'MARK.  THE RANCH BUILDINGS AND THE CRAVEN HOME ARE ABOUT 1/2 MILE
 NN0764'NORTHWEST OF THE MARK.  TO REACH THE MARK FROM THE SCHOOL BUILDING AT
 NN0764'ROSE, GO NORTH ON U.S. HIGHWAY 183 FOR 1.55 MI (2.49 KM) TO A
 NN0764'CROSSROAD AND A SMALL METAL BUILDING IN THE NORTHWEST ANGLE OF THE
 NN0764'INTERSECTION.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.7 MI
 NN0764'(1.1 KM) TO A WITNESS POST AT A UTILITY POLE ON THE LEFT AND THE MARK
 NN0764'ATOP THE EAST EDGE OF A HILL ABOUT 0.05 MI (0.08 KM) TO THE NORTH. TO
 NN0764'DRIVE TO THE MARK, CONTINUE EAST FOR 0.3 MI (0.5 KM) TO A SINGLE GATE
 NN0764'ON THE RIGHT AND 3 GATES ON THE LEFT.  TURN LEFT, PASS THROUGH THE
 NN0764'WESTERNMOST GATE, AT A UTILITY POLE, TURN LEFT AGAIN AND GO WEST ALONG
 NN0764'THE FENCE, PASSING AROUND A SMALL POND FOR 0.2 MI (0.3 KM) TO A GATE
 NN0764'IN A NORTH-SOUTH FENCE, AT ITS JUNCTION WITH THE NORTH RIGHT-OF-WAY
 NN0764'FENCE OF THE ROAD.  PASS THROUGH THE GATE AND GO NORTHWEST FOR 0.05 MI
 NN0764'(0.08 KM) TO THE TOP OF THE HILL AND THE MARK. THE DISK IS SET INTO
 NN0764'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.6 FT (18.3
 NN0764'CM) ABOVE THE GROUND SURFACE.  IT IS 273.4 FT (83.3 M) WEST OF A
 NN0764'NORTH-SOUTH FENCE, 262.7 FT (80.1 M) EAST OF A NORTH-SOUTH FENCE AND
 NN0764'306.5 FT (93.4 M) NORTH-NORTHEAST OF THE UTILITY POLE AT THE WITNESS
 NN0764'POST IN THE NORTH RIGHT-OF-WAY FENCE OF THE ROAD.  NOTE--PLEASE KEEP
 NN0764'VEHICLES OUT OF THE LOOSE SAND AROUND THE MARK.  CALL THE PROPERTY
 NN0764'OWNER IN ADVANCE, BEFORE GOING TO THE MARK.
 NN0764
 NN0764                          STATION RECOVERY (2002)
 NN0764
 NN0764'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 NN0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0682 ***********************************************************************
 NN0682  DESIGNATION -  DUMAS
 NN0682  PID         -  NN0682
 NN0682  STATE/COUNTY-  NE/GARFIELD
 NN0682  USGS QUAD   -  MILES RANCH (1986)
 NN0682
 NN0682                         *CURRENT SURVEY CONTROL
 NN0682  ___________________________________________________________________
 NN0682* NAD 83(1995)-  42 03 01.46968(N)    098 50 11.38865(W)     ADJUSTED  
 NN0682* NAVD 88     -       693.     (meters)    2274.     (feet)  SCALED    
 NN0682  ___________________________________________________________________
 NN0682  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 NN0682  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 NN0682
 NN0682  HORZ ORDER  -  FIRST
 NN0682
 NN0682.The horizontal coordinates were established by classical geodetic methods
 NN0682.and adjusted by the National Geodetic Survey in August 1997..
 NN0682
 NN0682.The orthometric height was scaled from a topographic map.
 NN0682
 NN0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0682
 NN0682.The geoid height was determined by GEOID03.
 NN0682
 NN0682;                    North         East     Units Scale Factor Converg.
 NN0682;SPC NE       -   246,803.254   596,289.559   MT  0.99970370   +0 46 15.8
 NN0682;UTM  14      - 4,655,385.949   513,530.252   MT  0.99960225   +0 06 34.2
 NN0682
 NN0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0682!SPC NE       -   0.99989500  x   0.99970370  =   0.99959873
 NN0682!UTM  14      -   0.99989500  x   0.99960225  =   0.99949729
 NN0682
 NN0682|---------------------------------------------------------------------|
 NN0682| PID    Reference Object                     Distance      Geod. Az  |
 NN0682|                                                           dddmmss.s |
 NN0682| CO3025 DUMAS RM 1                           42.172 METERS 07442     |
 NN0682| CO3024 DUMAS AZ MK                                        1015427.7 |
 NN0682| CO3026 DUMAS RM 2                           22.998 METERS 34845     |
 NN0682|---------------------------------------------------------------------|
 NN0682
 NN0682                          SUPERSEDED SURVEY CONTROL
 NN0682
 NN0682  NAD 83(1986)-  42 03 01.47334(N)    098 50 11.39753(W) AD(       ) 1
 NN0682  NAD 27      -  42 03 01.45700(N)    098 50 10.06100(W) AD(       ) 1
 NN0682
 NN0682.Superseded values are not recommended for survey control.
 NN0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0682.See file dsdata.txt to determine how the superseded data were derived.
 NN0682
 NN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM1353055386(NAD 83)
 NN0682_MARKER: DS = TRIANGULATION STATION DISK
 NN0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0682
 NN0682  HISTORY     - Date     Condition        Report By
 NN0682  HISTORY     - 1949     MONUMENTED       CGS
 NN0682
 NN0682                          STATION DESCRIPTION
 NN0682
 NN0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0682'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH AND 3-3/4
 NN0682'MILES EAST OF AMELIA, 10-1/2 MILES SOUTH AND 4-1/2 MILES WEST
 NN0682'OF CHAMBERS AND ABOUT 1-3/4 MILES WEST AND 1.0 MILE NORTH OF A
 NN0682'RANCH HOUSE WHICH WAS FORMERLY THE DUMAS POST OFFICE ON LAND
 NN0682'OWNED BY MR. E.L. KILLIAN.  IT IS ON THE HIGHEST POINT OF THE
 NN0682'HIGHEST SAND HILL IN THE IMMEDIATE VICINITY, 3 FEET SOUTHEAST
 NN0682'OF WITNESS POST.  IT IS STAMPED DUMAS 1949 AND PROJECTS 2
 NN0682'INCHES.
 NN0682'
 NN0682'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN A FLAT
 NN0682'AREA.  IT IS STAMPED DUMAS NO 1 1949 AND PROJECTS 2 INCHES.
 NN0682'
 NN0682'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET ON
 NN0682'THE TOP OF A SMALL SAND HILL.  IT IS STAMPED DUMAS NO 2 1949
 NN0682'AND PROJECTS 3 INCHES.
 NN0682'
 NN0682'THE AZIMUTH MARK IS ABOUT 2.0 MILES EAST-SOUTHEAST OF THE
 NN0682'STATION, SET ON THE GROUNDS OF A SMALL SCHOOL HOUSE ABOUT 0.5
 NN0682'MILE NORTH OF THE RAES RANCH HOUSE.  IT IS 60 FEET EAST OF
 NN0682'THE SOUTHEAST CORNER OF THE SCHOOL HOUSE, 40 FEET WEST OF
 NN0682'THE CENTER OF NORTH-SOUTH SECTION LINE ROAD, 8 FEET SOUTH OF
 NN0682'TELEPHONE POLE AND 2 FEET NORTH OF WITNESS POST.  IT IS STAMPED
 NN0682'DUMAS 1949 AND PROJECTS 2 INCHES.
 NN0682'
 NN0682'TO REACH THE STATION FROM THE T-INTERSECTION AT SKELLY SERVICE
 NN0682'STATION IN EAST EDGE OF BURWELL, GO NORTH ON STATE ROUTE
 NN0682'NO 11 FOR 20.2 MILES TO SIDE ROAD RIGHT, (THIS IS ABOUT 0.2
 NN0682'MILE WEST OF A WHITE SCHOOL HOUSE ON NORTH SIDE OF EAST-WEST
 NN0682'ROAD), TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD EAST AND
 NN0682'SOUTHEAST FOR 7.2 MILES TO T-INTERSECTION, TURN RIGHT AND GO
 NN0682'SOUTH FOR 0.5 MILE, TURN LEFT AND CONTINUE EAST FOR 1.0 MILE TO
 NN0682'CROSSROAD AT A SMALL SCHOOL HOUSE IN THE SOUTHEAST ANGLE,
 NN0682'CONTINUE STRAIGHT AHEAD EAST ON TRACK ROAD FOR 0.55 MILE TO GATE
 NN0682'IN FENCE LINE, PASS THROUGH GATE AND CONTINUE ON TRACK ROAD
 NN0682'FOR 0.55 MILE TO GATE IN WIRE FENCE LINE JUST SOUTH OF A
 NN0682'LAKE, PASS THROUGH GATE AND CONTINUE EAST, NORTHEAST AND
 NN0682'EAST ON TRACK ROAD FOR 0.55 MILE TO GATE IN FENCE LINE AND
 NN0682'SMALL TRIANGLE BLAZE ON WEST FENCE POST, PASS THROUGH GATE
 NN0682'THEN TURN RIGHT ALONG NORTH SIDE OF FENCE LINE AND CONTINUE
 NN0682'EAST ON TRACK ROAD FOR 0.55 MILES TO FENCE CORNER ON THE
 NN0682'RIGHT, CONTINUE EAST AND SOUTHEAST ON TRACK ROAD FOR 0.6 MILE
 NN0682'TO WIRE GATE IN FENCE LINE, PASS THROUGH GATE AND FOLLOW
 NN0682'MAIN TRACK ROAD EAST AND NORTHEAST FOR ABOUT 2.9 MILES TO
 NN0682'GATE IN FENCE LINE, PASS THROUGH GATE AND CONTINUE
 NN0682'NORTHEAST ON TRACK ROAD FOR 0.85 MILE TO GATE IN FENCE LINE,
 NN0682'PASS THROUGH GATE AND CONTINUE FOR 0.35 MILE TO GATE IN FENCE
 NN0682'LINE, PASS THROUGH GATE, TURN LEFT AND GO NORTH FOR 0.45 MILE TO
 NN0682'DRIVEWAY LEFT LEADING TO FARM HOUSE, (CONTINUE STRAIGHT AHEAD
 NN0682'NORTH ON SECTION LINE ROAD FOR 0.5 MILE TO SMALL SCHOOL
 NN0682'HOUSE AND AZIMUTH MARK AS DESCRIBED), TURN LEFT INTO DRIVEWAY
 NN0682'PASSING TO THE SOUTH OF FARM HOUSE TO A WIRE GATE JUST WEST
 NN0682'OF LARGE BARN, PASS THROUGH GATE AND CONTINUE WEST ACROSS LOT
 NN0682'AND PASTURE FOR ABOUT 0.2 MILE TO GATE IN NORTHWEST CORNER
 NN0682'OF PASTURE, PASS THROUGH GATE AND FOLLOW TRACK ROAD NORTH AND
 NN0682'WEST FOR 1.2 MILES TO SOUTH SIDE OF WINDMILL, CONTINUE WEST
 NN0682'ACROSS PASTURE FOR ABOUT 0.15 MILE TO FENCE LINE, LET FENCE
 NN0682'LINE DOWN AND PASS THROUGH AND PICK WAY DUE WEST ACROSS
 NN0682'PASTURE AND SAND HILLS FOR 1.0 MILE TO HIGHEST POINT AND
 NN0682'STATION AS DESCRIBED.
 NN0682'
 NN0682'A 4 FOOT SIGNAL AT STATION BURWELL USGS IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'A 4 FOOT SIGNAL AT STATION BALLAGH IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'A 74 FOOT SIGNAL AT STATION AMELIA IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'A 4 FOOT SIGNAL AT STATION CHAIN IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'A 47 FOOT SIGNAL AT STATION MC CLURE 1900 IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'AN 87 FOOT SIGNAL AT STATION HOERLE IS VISIBLE AT 4 FEET.
 NN0682'
 NN0682'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LK0489 ***********************************************************************
 LK0489  DESIGNATION -  DUMP
 LK0489  PID         -  LK0489
 LK0489  STATE/COUNTY-  NE/PERKINS
 LK0489  USGS QUAD   -  VENANGO (1962)
 LK0489
 LK0489                         *CURRENT SURVEY CONTROL
 LK0489  ___________________________________________________________________
 LK0489* NAD 83(1995)-  40 45 57.57747(N)    102 01 51.55581(W)     ADJUSTED  
 LK0489* NAVD 88     -      1098.     (meters)    3602.     (feet)  SCALED    
 LK0489  ___________________________________________________________________
 LK0489  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 LK0489  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 LK0489
 LK0489  HORZ ORDER  -  THIRD
 LK0489
 LK0489.The horizontal coordinates were established by classical geodetic methods
 LK0489.and adjusted by the National Geodetic Survey in August 1997..
 LK0489
 LK0489.The orthometric height was scaled from a topographic map.
 LK0489
 LK0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0489
 LK0489.The geoid height was determined by GEOID03.
 LK0489
 LK0489;                    North         East     Units Scale Factor Converg.
 LK0489;SPC NE       -   105,564.966   328,579.680   MT  0.99974132   -1 20 45.3
 LK0489;SPC CO N     -   469,603.522 1,207,222.112   MT  0.99999723   +2 14 29.2
 LK0489;SPC CO N     - 1,540,690.89  3,960,694.55   sFT  0.99999723   +2 14 29.2
 LK0489;UTM  13      - 4,517,022.359   750,596.227   MT  1.00037302   +1 56 22.9
 LK0489;UTM  14      - 4,517,201.392   244,172.085   MT  1.00040564   -1 58 48.8
 LK0489
 LK0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0489!SPC NE       -   0.99983103  x   0.99974132  =   0.99957239
 LK0489!SPC CO N     -   0.99983103  x   0.99999723  =   0.99982826
 LK0489!UTM  13      -   0.99983103  x   1.00037302  =   1.00020398
 LK0489!UTM  14      -   0.99983103  x   1.00040564  =   1.00023660
 LK0489
 LK0489:                Primary Azimuth Mark                     Grid Az
 LK0489:SPC NE       -  LINE                                     351 13 59.7
 LK0489:SPC CO N     -  LINE                                     347 38 45.2
 LK0489:UTM  13      -  LINE                                     347 56 51.5
 LK0489:UTM  14      -  LINE                                     351 52 03.2
 LK0489
 LK0489|---------------------------------------------------------------------|
 LK0489| PID    Reference Object                     Distance      Geod. Az  |
 LK0489|                                                           dddmmss.s |
 LK0489| LK0490 LINE                                APPROX. 9.9 KM 3495314.4 |
 LK0489|---------------------------------------------------------------------|
 LK0489
 LK0489                          SUPERSEDED SURVEY CONTROL
 LK0489
 LK0489  NAD 83(1995)-  40 45 57.57766(N)    102 01 51.55560(W) AD(       ) 3
 LK0489  NAD 83(1986)-  40 45 57.57747(N)    102 01 51.55493(W) AD(       ) 3
 LK0489  NAD 27      -  40 45 57.58540(N)    102 01 49.91145(W) AD(       ) 3
 LK0489
 LK0489.Superseded values are not recommended for survey control.
 LK0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0489.See file dsdata.txt to determine how the superseded data were derived.
 LK0489
 LK0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF5059617022(NAD 83)
 LK0489
 LK0489  HISTORY     - Date     Condition        Report By
 LK0489  HISTORY     - 1949     MONUMENTED       USGS
 LK0489  HISTORY     - 1960     MARK NOT FOUND   USGS
 LK0489
 LK0489                          STATION DESCRIPTION
 LK0489
 LK0489'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (ZT)
 LK0489'STATION IS LOCATED ABOUT 1 MI. DUE E. OF VENANGO, NEBRASKA, IN
 LK0489'SEC. 17, T 9 N, R 42 W.
 LK0489'
 LK0489'TO REACH STATION FROM POST OFFICE IN VENANGO, PROCEED NORTHEASTERLY
 LK0489'ALONG STATE HIGHWAY 23 FOR 0.65 MI. TO CROSSROADS, THENCE S. (RIGHT)
 LK0489'FOR 0.35 MI. TO TOP OF LOW RIDGE.  STATION LIES 33 FT. W. OF
 LK0489'CENTERLINE OF RD., IN RIGHT-OF-WAY FENCE.
 LK0489'
 LK0489'REPORTED BY Z. TOLENTINO (USGS) IN 1960, AS FOLLOWS--SITE PRESENTLY
 LK0489'UNDER CULTIVATION, RIGHT-OF-WAY FENCE DOES NOT EXIST, STATION MARK
 LK0489'NOT FOUND.
 LK0489'
 LK0489'STATION MARK--STANDARD TABLET, SET IN 8 X 8 IN. CONCRETE POST,
 LK0489'PROJECTING 4 IN. ABOVE GROUND, STAMPED ---DUMP 1949---.
 LK0489'
 LK0489'REFERENCE MARK NO. 1--STANDARD TABLET, SET IN 8 X 8 IN. CONCRETE
 LK0489'POST, PROJECTING 4 IN. ABOVE GROUND, STAMPED ---DUMP 1949 NO. 1---,
 LK0489'56.85 FT. FROM STATION, N 85 DEG 45 MIN W.
 LK0489'
 LK0489'REFERENCE MARK NO. 2--STANDARD TABLET, SET IN 8 X 8 IN. CONCRETE
 LK0489'POST, PROJECTING 4 IN. ABOVE GROUND, STAMPED ---DUMP 1949 NO. 2---,
 LK0489'113.90 FT. FROM STATION, S 00 DEG 31 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1519 ***********************************************************************
 LF1519  DESIGNATION -  DUN RESET
 LF1519  PID         -  LF1519
 LF1519  STATE/COUNTY-  NE/OTOE
 LF1519  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1519
 LF1519                         *CURRENT SURVEY CONTROL
 LF1519  ___________________________________________________________________
 LF1519* NAD 83(1986)-  40 40 31.     (N)    095 56 43.     (W)     SCALED    
 LF1519* NAVD 88     -       381.140  (meters)    1250.46   (feet)  ADJUSTED  
 LF1519  ___________________________________________________________________
 LF1519  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 LF1519  DYNAMIC HT  -         380.938 (meters)    1249.79  (feet)  COMP
 LF1519  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 LF1519
 LF1519  VERT ORDER  -  FIRST     CLASS II
 LF1519
 LF1519.The horizontal coordinates were scaled from a topographic map and have
 LF1519.an estimated accuracy of +/- 6 seconds.
 LF1519
 LF1519.The orthometric height was determined by differential leveling
 LF1519.and adjusted by the National Geodetic Survey in May 1993..
 LF1519
 LF1519.The geoid height was determined by GEOID03.
 LF1519
 LF1519.The dynamic height is computed by dividing the NAVD 88
 LF1519.geopotential number by the normal gravity value computed on the
 LF1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1519.degrees latitude (g = 980.6199 gals.).
 LF1519
 LF1519.The modeled gravity was interpolated from observed gravity values.
 LF1519
 LF1519;                    North         East    Units  Estimated Accuracy
 LF1519;SPC NE       -   101,520.      842,610.      MT  (+/- 180 meters Scaled)
 LF1519
 LF1519                          SUPERSEDED SURVEY CONTROL
 LF1519
 LF1519.No superseded survey control is available for this station.
 LF1519
 LF1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF510068(NAD 83)
 LF1519_MARKER: DH = HORIZONTAL CONTROL DISK
 LF1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1519_SP_SET: CONCRETE POST
 LF1519_STAMPING: DUN 1961 1990
 LF1519_MARK LOGO: CGS   
 LF1519_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1519+STABILITY: SURFACE MOTION
 LF1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1519+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LF1519
 LF1519  HISTORY     - Date     Condition        Report By
 LF1519  HISTORY     - 1990     MONUMENTED       NGS
 LF1519  HISTORY     - 19911023 GOOD             NGS
 LF1519
 LF1519                          STATION DESCRIPTION
 LF1519
 LF1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1519'7.5 KM (4.65 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1519'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, THENCE 0.9 KM
 LF1519'(0.55 MI) NORTHERLY ALONG A PAVED ROAD, 26.0 M (85.3 FT)
 LF1519'SOUTH-SOUTHEAST OF REFERENCE MARK 2, 24.0 M (78.7 FT) EAST OF
 LF1519'REFERENCE MARK 1, 18.2 M (59.7 FT) EAST OF AND LEVEL WITH THE ROAD
 LF1519'CENTER, 1.1 M (3.6 FT) SOUTH OF A WITNESS POST, 0.8 M (2.6 FT) NORTH
 LF1519'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.7 M (2.3 FT) ABOVE THE
 LF1519'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY MIRACLE
 LF1519'MUD JACKING COMPANY, ROUTE 1, BOX 247, NEBRASKA CITY, NE 68410,
 LF1519'TELEPHONE NUMBER (402) 873-4430.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1518 ***********************************************************************
 LF1518  DESIGNATION -  DUN RM 1
 LF1518  PID         -  LF1518
 LF1518  STATE/COUNTY-  NE/OTOE
 LF1518  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1518
 LF1518                         *CURRENT SURVEY CONTROL
 LF1518  ___________________________________________________________________
 LF1518* NAD 83(1986)-  40 40 33.     (N)    095 56 42.     (W)     SCALED    
 LF1518* NAVD 88     -       381.544  (meters)    1251.78   (feet)  ADJUSTED  
 LF1518  ___________________________________________________________________
 LF1518  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 LF1518  DYNAMIC HT  -         381.342 (meters)    1251.12  (feet)  COMP
 LF1518  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 LF1518
 LF1518  VERT ORDER  -  FIRST     CLASS II
 LF1518
 LF1518.The horizontal coordinates were scaled from a topographic map and have
 LF1518.an estimated accuracy of +/- 6 seconds.
 LF1518
 LF1518.The orthometric height was determined by differential leveling
 LF1518.and adjusted by the National Geodetic Survey in May 1993..
 LF1518
 LF1518.The geoid height was determined by GEOID03.
 LF1518
 LF1518.The dynamic height is computed by dividing the NAVD 88
 LF1518.geopotential number by the normal gravity value computed on the
 LF1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1518.degrees latitude (g = 980.6199 gals.).
 LF1518
 LF1518.The modeled gravity was interpolated from observed gravity values.
 LF1518
 LF1518;                    North         East    Units  Estimated Accuracy
 LF1518;SPC NE       -   101,580.      842,630.      MT  (+/- 180 meters Scaled)
 LF1518
 LF1518                          SUPERSEDED SURVEY CONTROL
 LF1518
 LF1518.No superseded survey control is available for this station.
 LF1518
 LF1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF510069(NAD 83)
 LF1518_MARKER: DR = REFERENCE MARK DISK
 LF1518_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LF1518_SP_SET: FOUNDATION
 LF1518_STAMPING: DUN NO 1 1961
 LF1518_MARK LOGO: CGS   
 LF1518_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LF1518+STABILITY: POSITION/ELEVATION WELL
 LF1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1518+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LF1518
 LF1518  HISTORY     - Date     Condition        Report By
 LF1518  HISTORY     - 1961     MONUMENTED       CGS
 LF1518  HISTORY     - 19911023 GOOD             NGS
 LF1518
 LF1518                          STATION DESCRIPTION
 LF1518
 LF1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1518'7.5 KM (4.65 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1518'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, THENCE 0.9 KM
 LF1518'(0.55 MI) NORTHERLY ALONG A PAVED ROAD, IN TOP OF AND NEAR THE SOUTH
 LF1518'EDGE OF THE CONCRETE FOUNDATION OF AN ABANDONED MISSILE SILO, 27.7 M
 LF1518'(90.9 FT) SOUTHWEST OF REFERENCE MARK 2, 24.0 M (78.7 FT) WEST OF
 LF1518'TRIANGULATION STATION DUN RESET, AND 4.6 M (15.1 FT) WEST OF AND
 LF1518'LEVEL WITH THE ROAD CENTER.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 LF1518'BY MIRACLE MUD JACKING COMPANY, ROUTE 1, BOX 247, NEBRASKA CITY, NE
 LF1518'68410, TELEPHONE NUMBER (402) 873-4430.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1536 ***********************************************************************
 LF1536  DESIGNATION -  DUN RM 2
 LF1536  PID         -  LF1536
 LF1536  STATE/COUNTY-  NE/OTOE
 LF1536  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1536
 LF1536                         *CURRENT SURVEY CONTROL
 LF1536  ___________________________________________________________________
 LF1536* NAD 83(1986)-  40 40 33.     (N)    095 56 42.     (W)     SCALED    
 LF1536* NAVD 88     -       381.21   (meters)    1250.7    (feet)  RESET     
 LF1536  ___________________________________________________________________
 LF1536  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 LF1536
 LF1536  VERT ORDER  -  THIRD
 LF1536
 LF1536.The horizontal coordinates were scaled from a topographic map and have
 LF1536.an estimated accuracy of +/- 6 seconds.
 LF1536
 LF1536.The orthometric height was computed from unverified reset data.
 LF1536.No vertical observational check was made to the station.
 LF1536
 LF1536.The geoid height was determined by GEOID03.
 LF1536
 LF1536;                    North         East    Units  Estimated Accuracy
 LF1536;SPC NE       -   101,580.      842,630.      MT  (+/- 180 meters Scaled)
 LF1536
 LF1536                          SUPERSEDED SURVEY CONTROL
 LF1536
 LF1536.No superseded survey control is available for this station.
 LF1536
 LF1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF510069(NAD 83)
 LF1536_MARKER: DR = REFERENCE MARK DISK
 LF1536_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LF1536_SP_SET: SLAB
 LF1536_STAMPING: DUN NO 2 1961
 LF1536_MARK LOGO: CGS   
 LF1536_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1536+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1991
 LF1536
 LF1536  HISTORY     - Date     Condition        Report By
 LF1536  HISTORY     - 1961     MONUMENTED       CGS
 LF1536  HISTORY     - 19910830 GOOD             NEDR
 LF1536
 LF1536                          STATION DESCRIPTION
 LF1536
 LF1536'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991
 LF1536'ABOUT 6.7 KM (4.2 MI) WEST FROM NEBRASKA CITY, 0.8 KM (0.5 MI) NORTH
 LF1536'FROM THE PRESENT, 1991, ALIGNMENT OF STATE HIGHWAY 2, AT AN ABANDONED
 LF1536'MISSILE SITE AND IN SEC10, T8N, R13E.  THE PROPERTY IS OWNED BY L AND
 LF1536'H PROPERTIES, INCORPORATED, RR 1, BOX 247, NEBRASKA CITY, NEBRASKA
 LF1536'68410.  TELEPHONE--MIRACLE MUD JACKERS--AT 402 873 4430 FOR A KEY TO
 LF1536'A LOCKED GATE AT THE ENTRANCE ROAD FROM HIGHWAY 2.  NOTE--HIGHWAY 2
 LF1536'IS SCHEDULED FOR RE-ALIGNMENT IN THE FUTURE AND AT THAT TIME THE MARK
 LF1536'WILL BE ABOUT 300 FT (91.4 M) NORTH FROM THE NEW ALIGNMENT.  FROM THE
 LF1536'WEST JUNCTION OF STATE HIGHWAY 2 AND U.S. HIGHWAY 75, ABOUT 3.21 KM
 LF1536'(1.99 MI) WEST FROM NEBRASKA CITY, GO WEST ON HIGHWAY 2 FOR 3.70 KM
 LF1536'(2.30 MI) TO A SIDE ROAD ON THE RIGHT, AT THE EAST SIDE OF AN
 LF1536'ELEVATED WATER TANK.  TURN RIGHT AND GO NORTH ON THE ROAD FOR 0.8 KM
 LF1536'(0.5 MI) TO THE ABANDONED MISSILE SITE AND THE MARK, IN THE SOUTHEAST
 LF1536'CORNER OF A 16 BY 18 FOOT CONCRETE SLAB, 26.028 M (85.394 FT) NORTH
 LF1536'FROM STATION DUNN RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0438 ***********************************************************************
 NO0438  DESIGNATION -  DUNCAN
 NO0438  PID         -  NO0438
 NO0438  STATE/COUNTY-  NE/CHERRY
 NO0438  USGS QUAD   -  ELL LAKE (1985)
 NO0438
 NO0438                         *CURRENT SURVEY CONTROL
 NO0438  ___________________________________________________________________
 NO0438* NAD 83(1995)-  42 44 03.87955(N)    100 32 11.24229(W)     ADJUSTED  
 NO0438* NAVD 88     -       866.351  (meters)    2842.35   (feet)  ADJUSTED  
 NO0438  ___________________________________________________________________
 NO0438  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 NO0438  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 NO0438  DYNAMIC HT  -         865.986 (meters)    2841.16  (feet)  COMP
 NO0438  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 NO0438
 NO0438  HORZ ORDER  -  THIRD
 NO0438  VERT ORDER  -  FIRST     CLASS II
 NO0438
 NO0438.The horizontal coordinates were established by classical geodetic methods
 NO0438.and adjusted by the National Geodetic Survey in August 1997..
 NO0438
 NO0438.The orthometric height was determined by differential leveling
 NO0438.and adjusted by the National Geodetic Survey in June 1994..
 NO0438
 NO0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0438
 NO0438.The geoid height was determined by GEOID03.
 NO0438
 NO0438.The dynamic height is computed by dividing the NAVD 88
 NO0438.geopotential number by the normal gravity value computed on the
 NO0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0438.degrees latitude (g = 980.6199 gals.).
 NO0438
 NO0438.The modeled gravity was interpolated from observed gravity values.
 NO0438
 NO0438;                    North         East     Units Scale Factor Converg.
 NO0438;SPC NE       -   322,254.884   456,074.067   MT  0.99988906   -0 21 19.8
 NO0438;UTM  14      - 4,732,466.798   374,226.735   MT  0.99979462   -1 02 34.0
 NO0438
 NO0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0438!SPC NE       -   0.99986754  x   0.99988906  =   0.99975662
 NO0438!UTM  14      -   0.99986754  x   0.99979462  =   0.99966219
 NO0438
 NO0438:                Primary Azimuth Mark                     Grid Az
 NO0438:SPC NE       -  2 F                                      001 59 06.8
 NO0438:UTM  14      -  2 F                                      002 40 21.0
 NO0438
 NO0438|---------------------------------------------------------------------|
 NO0438| PID    Reference Object                     Distance      Geod. Az  |
 NO0438|                                                           dddmmss.s |
 NO0438| NO0523 2 F                                                0013747.0 |
 NO0438| CO3027 DUNCAN RM 1                          10.456 METERS 18336     |
 NO0438| CO3028 DUNCAN RM 2                          15.153 METERS 35715     |
 NO0438|---------------------------------------------------------------------|
 NO0438
 NO0438                          SUPERSEDED SURVEY CONTROL
 NO0438
 NO0438  NAD 83(1986)-  42 44 03.88025(N)    100 32 11.25249(W) AD(       ) 3
 NO0438  NAD 27      -  42 44 03.86100(N)    100 32 09.78100(W) AD(       ) 3
 NO0438  NGVD 29 (02/14/92)  866.067  (m)         2841.42   (f) ADJUSTED    1 2
 NO0438
 NO0438.Superseded values are not recommended for survey control.
 NO0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0438.See file dsdata.txt to determine how the superseded data were derived.
 NO0438
 NO0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7422732467(NAD 83)
 NO0438_MARKER: DS = TRIANGULATION STATION DISK
 NO0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0438_SP_SET: CONCRETE POST
 NO0438_STAMPING: DUNCAN 1949
 NO0438_MARK LOGO: CGS   
 NO0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0438+STABILITY: SURFACE MOTION
 NO0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0438+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1991
 NO0438
 NO0438  HISTORY     - Date     Condition        Report By
 NO0438  HISTORY     - 1949     MONUMENTED       CGS
 NO0438  HISTORY     - 1949     GOOD             CGS
 NO0438  HISTORY     - 19911028 GOOD             NGS
 NO0438
 NO0438                          STATION DESCRIPTION
 NO0438
 NO0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0438'THE STATION IS LOCATED ABOUT 9.25 MILES SOUTH AND 1.0 MILE
 NO0438'EAST OF VALENTINE, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 83.
 NO0438'IT IS ABOUT 100.0 FEET NORTH AND ABOUT 5.0 FEET BELOW THE
 NO0438'HIGHEST POINT OF A SAND HILL, 47.7 FEET WEST OF THE CENTER
 NO0438'OF U.S. HIGHWAY NO. 83, 5.5 FEET NORTH-NORTHEAST OF A WITNESS
 NO0438'POST, AND 3.0 FEET EAST OF A FENCE.  IT PROJECTS 4 INCHES AND
 NO0438'IS STAMPED DUNCAN 1949.
 NO0438'
 NO0438'REFERENCE MARK NO. 1 IS ABOUT 1.0 FOOT ABOVE THE ELEVATION OF
 NO0438'THE STATION, 49.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 NO0438'NO. 83 AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 3 INCHES
 NO0438'AND IS STAMPED DUNCAN NO 1 1949.
 NO0438'
 NO0438'REFERENCE MARK NO. 2 IS ABOUT 2.5 FEET BELOW THE ELEVATION OF
 NO0438'THE STATION, 49.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 NO0438'NO. 83 AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 1 INCH AND
 NO0438'IS STAMPED DUNCAN NO 2 1949.
 NO0438'
 NO0438'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 83.90 FEET.
 NO0438'
 NO0438'THE AZIMUTH MARK IS A STANDARD U.S.G.S. BENCH MARK DISK SET
 NO0438'IN THE TOP OF A 7 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES
 NO0438'ABOVE THE GROUND.  IT IS 93.0 FEET SOUTH OF THE CENTER OF A
 NO0438'T ROAD, 46.0 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 83,
 NO0438'6.0 FEET WEST-NORTHWEST OF A FENCE CORNER, AND 1.7 FEET WEST
 NO0438'OF A WITNESS POST.  IT IS STAMPED 2F 1947.
 NO0438'
 NO0438'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO
 NO0438'SOUTH ON U.S. HIGHWAY NO. 83 FOR 0.5 OF A MILE TO THE JUNCTION
 NO0438'WITH U.S. HIGHWAY NO. 20, TURN LEFT ON U.S. HIGHWAY NO. 20
 NO0438'AND U.S. HIGHWAY NO. 83 AND GO SOUTHEASTERLY FOR 5.5 MILES TO
 NO0438'WHERE U.S. HIGHWAY NO. 83 TURNS TO THE RIGHT, HERE TURN
 NO0438'RIGHT ON U.S. HIGHWAY NO. 83 AND GO SOUTHWESTERLY FOR 4.8
 NO0438'MILES TO A T ROAD ON THE LEFT AND THE AZIMUTH MARK AS
 NO0438'DESCRIBED, CONTINUE SOUTH ON U.S. HIGHWAY NO. 83 FOR 0.6 OF A
 NO0438'MILE TO THE TOP OF A SAND HILL AND THE STATION ON THE
 NO0438'RIGHT AS DESCRIBED.
 NO0438'
 NO0438'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0438
 NO0438                          STATION RECOVERY (1949)
 NO0438
 NO0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 NO0438'RECOVERED IN GOOD CONDITION.
 NO0438
 NO0438                          STATION RECOVERY (1991)
 NO0438
 NO0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0438'17.9 KM (11.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0438'OF U.S. HIGHWAY 20 IN VALENTINE, 14.8 M (48.6 FT) WEST OF THE
 NO0438'CENTERLINE OF THE HIGHWAY, 4.5 M (14.8 FT) SOUTHEAST OF A UTILITY
 NO0438'POLE, 1.7 M (5.6 FT) NORTHEAST OF A WITNESS POST, AND 0.8 M (2.6 FT)
 NO0438'EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7689 ***********************************************************************
 AI7689  DESIGNATION -  DUNCAN 2
 AI7689  PID         -  AI7689
 AI7689  STATE/COUNTY-  NE/CHERRY
 AI7689  USGS QUAD   -  ELL LAKE (1985)
 AI7689
 AI7689                         *CURRENT SURVEY CONTROL
 AI7689  ___________________________________________________________________
 AI7689* NAD 83(1986)-  42 44 03.     (N)    100 32 10.     (W)     SCALED    
 AI7689* NAVD 88     -       867.14   (meters)    2844.9    (feet)  RESET     
 AI7689  ___________________________________________________________________
 AI7689  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 AI7689
 AI7689  VERT ORDER  -  THIRD
 AI7689
 AI7689.The horizontal coordinates were scaled from a topographic map and have
 AI7689.an estimated accuracy of +/- 6 seconds.
 AI7689
 AI7689.The orthometric height was computed from unverified reset data.
 AI7689.No vertical observational check was made to the station.
 AI7689
 AI7689.The geoid height was determined by GEOID03.
 AI7689
 AI7689;                    North         East    Units  Estimated Accuracy
 AI7689;SPC NE       -   322,230.      456,100.      MT  (+/- 180 meters Scaled)
 AI7689
 AI7689                          SUPERSEDED SURVEY CONTROL
 AI7689
 AI7689.No superseded survey control is available for this station.
 AI7689
 AI7689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN742324(NAD 83)
 AI7689_MARKER: DH = HORIZONTAL CONTROL DISK
 AI7689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7689_STAMPING: DUNCAN 2 1995
 AI7689_MARK LOGO: NGS   
 AI7689_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI7689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7689+STABILITY: SURFACE MOTION
 AI7689
 AI7689  HISTORY     - Date     Condition        Report By
 AI7689  HISTORY     - 1995     MONUMENTED       NGS
 AI7689
 AI7689                          STATION DESCRIPTION
 AI7689
 AI7689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AI7689'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 83 AND 20, ABOUT
 AI7689'5.0 MILES (8.0 KM) SOUTH-SOUTHEAST OF VALENTINE, GO SOUTH ON HIGHWAY
 AI7689'83 FOR 6.0 MILES (9.7 KM) TO THE STATION ON THE RIGHT, AT TOP OF A
 AI7689'HIGH HILL, ON THE WEST RIGHT-OF-WAY OF THE HIGHWAY, IN THE NE1/4,
 AI7689'SEC24, 632N, R28W.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 AI7689'MONUMENT THAT PROJECTS ABOUT 0.2 FEET.  (6.1 CM) IT IS 134.0 FEET
 AI7689'(40.8 M) WEST FROM THE CENTERLINE OF THE HIGHWAY, 31.72 FEET (9.67 M)
 AI7689'NORTH FROM REFERENCE MARK 3, 23.10 FEET (7.04 M) SOUTH FROM REFERENCE
 AI7689'MARK 4, 2.6 FEET (0.8 M) NORTHEAST FROM A WITNESS POST, 3.0 FEET (0.9
 AI7689'M) EAST FROM THE WEST RIGHT-OF-WAY FENCE.  THIS MARK IS A BENCH MARK
 AI7689'ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7690 ***********************************************************************
 AI7690  DESIGNATION -  DUNCAN 2 RM 3
 AI7690  PID         -  AI7690
 AI7690  STATE/COUNTY-  NE/CHERRY
 AI7690  USGS QUAD   -  ELL LAKE (1985)
 AI7690
 AI7690                         *CURRENT SURVEY CONTROL
 AI7690  ___________________________________________________________________
 AI7690* NAD 83(1986)-  42 44 03.     (N)    100 32 10.     (W)     SCALED    
 AI7690* NAVD 88     -       866.86   (meters)    2844.0    (feet)  RESET     
 AI7690  ___________________________________________________________________
 AI7690  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 AI7690
 AI7690  VERT ORDER  -  THIRD
 AI7690
 AI7690.The horizontal coordinates were scaled from a topographic map and have
 AI7690.an estimated accuracy of +/- 6 seconds.
 AI7690
 AI7690.The orthometric height was computed from unverified reset data.
 AI7690.No vertical observational check was made to the station.
 AI7690
 AI7690.The geoid height was determined by GEOID03.
 AI7690
 AI7690;                    North         East    Units  Estimated Accuracy
 AI7690;SPC NE       -   322,230.      456,100.      MT  (+/- 180 meters Scaled)
 AI7690
 AI7690                          SUPERSEDED SURVEY CONTROL
 AI7690
 AI7690.No superseded survey control is available for this station.
 AI7690
 AI7690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN742324(NAD 83)
 AI7690_MARKER: DR = REFERENCE MARK DISK
 AI7690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7690_STAMPING: DUNCAN 2 NO 3 1995
 AI7690_MARK LOGO: NGS   
 AI7690_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI7690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7690+STABILITY: SURFACE MOTION
 AI7690
 AI7690  HISTORY     - Date     Condition        Report By
 AI7690  HISTORY     - 1995     MONUMENTED       NGS
 AI7690
 AI7690                          STATION DESCRIPTION
 AI7690
 AI7690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AI7690'TO REACH THE MARK FROM THE JUNCTION OF US HIGHWAY 83 AND 20, ABOUT 5.0
 AI7690'MILES (8.0 KM) SOUTH-SOUTHEAST FROM VALENTINE, GO SOUTH ON HIGHWAY 83
 AI7690'FOR 6.8 MILES (10.9 KM) TO THE MARK ON THE RIGHT, JUST SOUTH OF THE
 AI7690'CREST OF HILL, ON THE WEST RIGHT-OF-WAY OF THE HIGHWAY, IN THE NE1/4,
 AI7690'SEC24, T32N, R28W.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 AI7690'MONUMENT THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE GROUND.  IT IS
 AI7690'133.0 FEET (40.5 M) WEST FROM THE CENTERLINE OF THE HIGHWAY, 32.71
 AI7690'FEET (9.97 M) SOUTH FROM STATION DUNCAN 2, 29.9 FEET (9.1 M) SOUTH
 AI7690'FROM A WITNESS POST, 1.8 FEET (0.5 M) EAST FROM THE WEST RIGHT-OF-WAY
 AI7690'FENCE.  THIS MARK IS A BENCH MARK ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7691 ***********************************************************************
 AI7691  DESIGNATION -  DUNCAN 2 RM 4
 AI7691  PID         -  AI7691
 AI7691  STATE/COUNTY-  NE/CHERRY
 AI7691  USGS QUAD   -  ELL LAKE (1985)
 AI7691
 AI7691                         *CURRENT SURVEY CONTROL
 AI7691  ___________________________________________________________________
 AI7691* NAD 83(1986)-  42 44 03.     (N)    100 32 10.     (W)     SCALED    
 AI7691* NAVD 88     -       866.79   (meters)    2843.8    (feet)  RESET     
 AI7691  ___________________________________________________________________
 AI7691  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 AI7691
 AI7691  VERT ORDER  -  THIRD
 AI7691
 AI7691.The horizontal coordinates were scaled from a topographic map and have
 AI7691.an estimated accuracy of +/- 6 seconds.
 AI7691
 AI7691.The orthometric height was computed from unverified reset data.
 AI7691.No vertical observational check was made to the station.
 AI7691
 AI7691.The geoid height was determined by GEOID03.
 AI7691
 AI7691;                    North         East    Units  Estimated Accuracy
 AI7691;SPC NE       -   322,230.      456,100.      MT  (+/- 180 meters Scaled)
 AI7691
 AI7691                          SUPERSEDED SURVEY CONTROL
 AI7691
 AI7691.No superseded survey control is available for this station.
 AI7691
 AI7691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN742324(NAD 83)
 AI7691_MARKER: DR = REFERENCE MARK DISK
 AI7691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7691_STAMPING: DUNCAN 2 NO 4 1995
 AI7691_MARK LOGO: NGS   
 AI7691_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI7691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7691+STABILITY: SURFACE MOTION
 AI7691
 AI7691  HISTORY     - Date     Condition        Report By
 AI7691  HISTORY     - 1995     MONUMENTED       NGS
 AI7691
 AI7691                          STATION DESCRIPTION
 AI7691
 AI7691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AI7691'TO REACH THE MARK FROM THE JUNCTION OF US HIGHWAY 83 AND 20, ABOUT 5
 AI7691'MILES (8.0 KM) SOUTH-SOUTHEAST FROM VALENTINE, GO SOUTH ON HIGHWAY 83
 AI7691'FOR 6.80 MILES (10.94 KM) TO THE MARK ON THE RIGHT, JUST NORTH OF THE
 AI7691'CREST OF A HILL, ON THE WEST RIGHT-OF-WAY OF THE HIGHWAY, IN THE
 AI7691'NE1/4, SEC24, T32N, R28.  THE DISK IS SET INTO THE TOP OF A ROUND
 AI7691'CONCRETE MONUMENT THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE GROUND. IT
 AI7691'IS 134.0 FEET (40.8 M) WEST FROM THE CENTERLINE OF THE HIGHWAY, 23.10
 AI7691'FEET (7.04 M) NORTH FROM STATION DUNCAN 2, 24.9 FEET (7.6 M) NORTH
 AI7691'FROM A WITNESS POST, 1.0 FOOT (0.3 M) EAST FROM THE WEST RIGHT-OF-WAY
 AI7691'FENCE.  THIS MARK IS A BENCH MARK ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1903 ***********************************************************************
 MK1903  DESIGNATION -  DUNCAN MUNICIPAL TANK
 MK1903  PID         -  MK1903
 MK1903  STATE/COUNTY-  NE/PLATTE
 MK1903  USGS QUAD   -  DUNCAN (1976)
 MK1903
 MK1903                         *CURRENT SURVEY CONTROL
 MK1903  ___________________________________________________________________
 MK1903* NAD 83(1995)-  41 23 37.55676(N)    097 29 37.68392(W)     ADJUSTED  
 MK1903* NAVD 88     -                                                        
 MK1903  ___________________________________________________________________
 MK1903  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 MK1903  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 MK1903
 MK1903  HORZ ORDER  -  THIRD
 MK1903
 MK1903.The horizontal coordinates were established by classical geodetic methods
 MK1903.and adjusted by the National Geodetic Survey in August 1997..
 MK1903
 MK1903
 MK1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1903
 MK1903.The geoid height was determined by GEOID03.
 MK1903
 MK1903;                    North         East     Units Scale Factor Converg.
 MK1903;SPC NE       -   176,284.050   709,499.119   MT  0.99966050   +1 39 39.1
 MK1903;UTM  14      - 4,583,564.822   625,918.608   MT  0.99979513   +0 59 45.9
 MK1903
 MK1903                          SUPERSEDED SURVEY CONTROL
 MK1903
 MK1903  NAD 83(1986)-  41 23 37.56641(N)    097 29 37.68752(W) AD(       ) 4
 MK1903  NAD 27      -  41 23 37.52300(N)    097 29 36.52600(W) AD(       ) 3
 MK1903
 MK1903.Superseded values are not recommended for survey control.
 MK1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1903.See file dsdata.txt to determine how the superseded data were derived.
 MK1903
 MK1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2591983565(NAD 83)
 MK1903_MARKER: 53 = ELEVATED TANK
 MK1903
 MK1903  HISTORY     - Date     Condition        Report By
 MK1903  HISTORY     - 1950     FIRST OBSERVED   CGS
 MK1903
 MK1903                          STATION DESCRIPTION
 MK1903
 MK1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1903'STATION IS LOCATED IN THE NORTHEAST PART OF THE VILLAGE OF DUNCAN
 MK1903'ON HIGH GROUND.  STATION IS ABOUT 110 FEET HIGH AND 40 FEET
 MK1903'SQUARE AT BASE.  STATION IS OF STEEL CONSTRUCTION WITH FOUR LEGS
 MK1903'AND IS PAINTED SILVER.  THE LETTERS DUNCAN ARE PAINTED IN BLACK
 MK1903'ON THE SOUTHEAST SIDE OF TANK.
 MK1903'
 MK1903'TO REACH FROM POST OFFICE IN DUNCAN GO NORTH FOR 0.3 MILE TO
 MK1903'STATION ON LEFT OR WEST SIDE OF STREET AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0495 ***********************************************************************
 LJ0495  DESIGNATION -  DUNDY
 LJ0495  PID         -  LJ0495
 LJ0495  STATE/COUNTY-  NE/DUNDY
 LJ0495  USGS QUAD   -  CHAMPION SW (1973)
 LJ0495
 LJ0495                         *CURRENT SURVEY CONTROL
 LJ0495  ___________________________________________________________________
 LJ0495* NAD 83(1995)-  40 20 46.41470(N)    101 44 32.72427(W)     ADJUSTED  
 LJ0495* NAVD 88     -      1024.     (meters)    3360.     (feet)  SCALED    
 LJ0495  ___________________________________________________________________
 LJ0495  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 LJ0495  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 LJ0495
 LJ0495  HORZ ORDER  -  FIRST
 LJ0495
 LJ0495.The horizontal coordinates were established by classical geodetic methods
 LJ0495.and adjusted by the National Geodetic Survey in August 1997..
 LJ0495
 LJ0495.The orthometric height was scaled from a topographic map.
 LJ0495
 LJ0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0495
 LJ0495.The geoid height was determined by GEOID03.
 LJ0495
 LJ0495;                    North         East     Units Scale Factor Converg.
 LJ0495;SPC NE       -    58,439.182   351,992.487   MT  0.99986139   -1 09 16.9
 LJ0495;UTM  14      - 4,469,796.427   267,079.579   MT  1.00026787   -1 46 34.5
 LJ0495
 LJ0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0495!SPC NE       -   0.99984284  x   0.99986139  =   0.99970425
 LJ0495!UTM  14      -   0.99984284  x   1.00026787  =   1.00011066
 LJ0495
 LJ0495|---------------------------------------------------------------------|
 LJ0495| PID    Reference Object                     Distance      Geod. Az  |
 LJ0495|                                                           dddmmss.s |
 LJ0495| CP7045 DUNDY RM 1                           66.767 METERS 01004     |
 LJ0495| CP7044 DUNDY AZ MK 2                                      0170355.5 |
 LJ0495| CP7043 DUNDY AZ MK                                        0181854.4 |
 LJ0495| LJ0512 IMPERIAL MUNICIPAL TANK             APPROX.20.8 KM 0234428.6 |
 LJ0495| LJ0513 IMPERIAL KROTT SCHOREDER ELEV       APPROX.20.3 KM 0244113.5 |
 LJ0495| CP7046 DUNDY RM 2                           58.144 METERS 12614     |
 LJ0495|---------------------------------------------------------------------|
 LJ0495
 LJ0495                          SUPERSEDED SURVEY CONTROL
 LJ0495
 LJ0495  NAD 83(1986)-  40 20 46.41381(N)    101 44 32.72404(W) AD(       ) 1
 LJ0495  NAD 27      -  40 20 46.43600(N)    101 44 31.10600(W) AD(       ) 1
 LJ0495
 LJ0495.Superseded values are not recommended for survey control.
 LJ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0495.See file dsdata.txt to determine how the superseded data were derived.
 LJ0495
 LJ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK6708069796(NAD 83)
 LJ0495_MARKER: DS = TRIANGULATION STATION DISK
 LJ0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0495
 LJ0495  HISTORY     - Date     Condition        Report By
 LJ0495  HISTORY     - 1933     MONUMENTED       CGS
 LJ0495  HISTORY     - 1969     GOOD             CGS
 LJ0495  HISTORY     - 1971     GOOD             USGS
 LJ0495  HISTORY     - 1973     GOOD             USGS
 LJ0495
 LJ0495                          STATION DESCRIPTION
 LJ0495
 LJ0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0495'STATION IS ABOUT 13 MILES SSW OF IMPERIAL AND 9 MILES S OF
 LJ0495'CHAMPION ON HIGH SHARP SAND HILL IN NE 1/4 SEC. 5, T 4 N, R 39 W.
 LJ0495'
 LJ0495'STATION IS ON HIGHEST POINT OF LONG RIDGE RUNNING NNE AND SSE,
 LJ0495'NEAR N END, AND ABOUT 1/4 MILE S OF CHASE AND DUNDY COUNTY
 LJ0495'LINE, AND ABOUT 1/4 MILE NW OF FAMOUS BLOWOUT AND SAND HILL
 LJ0495'KNOWN IN THIS REGION AS OLD BALDY.
 LJ0495'
 LJ0495'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0495'BRONZE DISKS SET IN CONCRETE.
 LJ0495'
 LJ0495'REFERENCE MARK NO. 1 IS NNE OF STATION ON FIRST NARROW RIDGE,
 LJ0495'RUNNING NW AND SE, TO N.
 LJ0495'
 LJ0495'REFERENCE MARK NO. 2 IS SE OF STATION ON FIRST KNOLL TO SE.
 LJ0495'
 LJ0495'AZIMUTH MARK IS NE OF STATION IN E AND W FENCE ABOUT 75 FEET
 LJ0495'S OF CHASE-DUNDY COUNTY LINE, 5 FEET W OF FENCE CORNER.
 LJ0495'
 LJ0495'TO REACH STATION FROM IMPERIAL FOLLOW STATE HIGHWAY 48 SW 7.4
 LJ0495'MILES TO BRIDGE OVER CREEK ON E SIDE OF CHAMPION.  CONTINUE
 LJ0495'STRAIGHT S FROM BRIDGE ON DIRT ROAD 7.0 MILES TO END OF ROAD.
 LJ0495'FROM HERE WORK WAY ACROSS VALLEY AND UP RIDGE, ABOU 1.0 MILE
 LJ0495'SSW, TO HIGHEST POINT AND STATION.
 LJ0495'
 LJ0495'HEIGHT OF LIGHT ABOVE STATION MARK - 1.18 METERS.
 LJ0495
 LJ0495                          STATION RECOVERY (1969)
 LJ0495
 LJ0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LJ0495'STATION MARK, REFERENCE MARK NO. 1 AND 2 WERE RECOVERED IN GOOD
 LJ0495'CONDITION.  AZIMUTH MARK WAS FOUND DESTROYED BY EROSION.  A
 LJ0495'NEW AZIMUTH MARK WAS SET.  A CHECK WAS MADE OF THE DISTANCE
 LJ0495'AND DIRECTION TO THE REFERENCE MARKS AND FOUND TO BE CORRECT.
 LJ0495'THE 1933 LOCATION DESCRIPTION AS DESCRIBED BY W.R.P. IS
 LJ0495'ADEQUATE WITH THESE EXCEPTIONS.  STATION MARK IS 1 FOOT NORTH
 LJ0495'OF A 5 FOOT GAS PIPE AND PROJECTS 12 INCHES.  AZIMUTH MARK
 LJ0495'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST AND
 LJ0495'STAMPED DUNDY 1933 1969, IS 75 FEET NORTH OF THE NORTH EDGE
 LJ0495'OF A WASH AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 3
 LJ0495'INCHES.
 LJ0495'
 LJ0495'TO REACH FROM THE RAILROAD STATION AT IMPERIAL, GO SOUTH ON
 LJ0495'BROADWAY STREET FOR 0.15 MILE TO FORKS.  TAKE RIGHT FORK AND GO
 LJ0495'WESTERLY ON SURFACED ROAD FOR 4.7 MILES TO CROSSROADS.  TURN
 LJ0495'LEFT AND GO SOUTHERLY ON GRADED ROAD FOR 8.4 MILES TO CROSSROADS.
 LJ0495'CONTINUE SOUTHERLY FOR 0.5 MILE TO FARM ROAD RIGHT.  TURN RIGHT
 LJ0495'AND GO WESTERLY FOR 0.85 MILE TO RANCH BUILDINGS.  PASS TO
 LJ0495'WEST SIDE OF BARN, GO THRU GATE, TURN RIGHT AND GO WEST ON
 LJ0495'TRACK ROAD FOR 0.15 MILE TO FORKS.  TAKE LEFT FORK AND GO
 LJ0495'ALONG THE NORTH SIDE OF FENCE FOR 0.2 MILE TO A GATE AT THE
 LJ0495'FENCE-CORNER.  PASS THRU GATE AND GO SOUTH ALONG THE
 LJ0495'EAST SIDE OF FENCE FOR 0.25 MILE TO AZIMUTH ON RIGHT IN
 LJ0495'FENCELINE.  CONTINUE SOUTH-SOUTHWEST AROUND THE WEST
 LJ0495'EDGE OF A WASH AND GO SOUTHWEST ACROSS PASTURE FOR 0.25
 LJ0495'MILE TO TOP OF THE HIGHEST HILL AND STATION.
 LJ0495'
 LJ0495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MI SSW
 LJ0495'OF IMPERIAL.
 LJ0495
 LJ0495                          STATION RECOVERY (1971)
 LJ0495
 LJ0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WAK)
 LJ0495'THIS STATION WAS USED FOR AZIMUTH CONTROL ONLY, AND WAS NOT
 LJ0495'OCCUPIED, THUS DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 LJ0495'WERE NOT REMEASURED.
 LJ0495'
 LJ0495'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LJ0495'
 LJ0495'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LJ0495'DISKS, SET IN CONCRETE POSTS.
 LJ0495'
 LJ0495'STATION MARK--DISK PROJECTING 0.5 FEET ABOVE GROUND, AND
 LJ0495'STAMPED DUNDY 1933.
 LJ0495'
 LJ0495'REFERENCE MARK NO. 1--DISK PROJECTING 0.2 FEET ABOVE GROUND,
 LJ0495'AND STAMPED DUNDY NO. 1 1933.
 LJ0495'
 LJ0495'REFERENCE MARK NO. 2--DISK PROJECTING 0.2 FEET ABOVE GROUND,
 LJ0495'AND STAMPED DUNDY NO. 2 1933.
 LJ0495
 LJ0495                          STATION RECOVERY (1973)
 LJ0495
 LJ0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LJ0495'STATION MARK, R.M. 1, R.M. 2 AND AZ. MK. 1933-1969 WERE
 LJ0495'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LJ0495'
 LJ0495'DISTANCE TO R.M. 1 MISSED +0.18 FT.  R.M. 2 MISSED -1.08 FT.
 LJ0495'
 LJ0495'DIRECTION TO R.M. 1 MISSED +22.28 SECONDS IN AZIMUTH.  R.M. 2
 LJ0495'MISSED +23.19 SECONDS IN AZIMUTH.  AZ. MK. 1933-1969 MISSED +12.67
 LJ0495'SECONDS IN AZIMUTH.  IMPERIAL MWT MISSED +10.44 SECONDS IN AZIMUTH.
 LJ0495'
 LJ0495'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0509 ***********************************************************************
 MN0509  DESIGNATION -  DUNE
 MN0509  PID         -  MN0509
 MN0509  STATE/COUNTY-  NE/MORRILL
 MN0509  USGS QUAD   -  BROADWATER NE (1965)
 MN0509
 MN0509                         *CURRENT SURVEY CONTROL
 MN0509  ___________________________________________________________________
 MN0509* NAD 83(1995)-  41 44 16.84757(N)    102 51 54.73506(W)     ADJUSTED  
 MN0509* NAVD 88     -      1336.     (meters)    4383.     (feet)  SCALED    
 MN0509  ___________________________________________________________________
 MN0509  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 MN0509  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 MN0509
 MN0509  HORZ ORDER  -  FIRST
 MN0509
 MN0509.The horizontal coordinates were established by classical geodetic methods
 MN0509.and adjusted by the National Geodetic Survey in August 1997..
 MN0509
 MN0509.The orthometric height was scaled from a topographic map.
 MN0509
 MN0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0509
 MN0509.The geoid height was determined by GEOID03.
 MN0509
 MN0509;                    North         East     Units Scale Factor Converg.
 MN0509;SPC NE       -   215,416.083   261,767.469   MT  0.99966678   -1 53 55.5
 MN0509;UTM  13      - 4,622,891.064   677,526.799   MT  0.99998783   +1 25 17.6
 MN0509
 MN0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0509!SPC NE       -   0.99979358  x   0.99966678  =   0.99946043
 MN0509!UTM  13      -   0.99979358  x   0.99998783  =   0.99978141
 MN0509
 MN0509|---------------------------------------------------------------------|
 MN0509| PID    Reference Object                     Distance      Geod. Az  |
 MN0509|                                                           dddmmss.s |
 MN0509| CP7047 DUNE RM 1                            27.386 METERS 05856     |
 MN0509| CP7048 DUNE RM 2 AZIMUTH                                  1604150.0 |
 MN0509| CP7049 DUNE RM 3                            67.580 METERS 17440     |
 MN0509| MN0520 COURTHOUSE ROCK SUMMIT              APPROX.26.1 KM 2331158.8 |
 MN0509|---------------------------------------------------------------------|
 MN0509
 MN0509                          SUPERSEDED SURVEY CONTROL
 MN0509
 MN0509  NAD 83(1995)-  41 44 16.84746(N)    102 51 54.73509(W) AD(       ) 1
 MN0509  NAD 83(1986)-  41 44 16.84318(N)    102 51 54.73743(W) AD(       ) 1
 MN0509  NAD 27      -  41 44 16.94500(N)    102 51 53.00700(W) AD(       ) 1
 MN0509
 MN0509.Superseded values are not recommended for survey control.
 MN0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0509.See file dsdata.txt to determine how the superseded data were derived.
 MN0509
 MN0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7752722891(NAD 83)
 MN0509_MARKER: DS = TRIANGULATION STATION DISK
 MN0509_SETTING: 0 = UNSPECIFIED SETTING
 MN0509
 MN0509  HISTORY     - Date     Condition        Report By
 MN0509  HISTORY     - 1933     MONUMENTED       CGS
 MN0509  HISTORY     - 1946     GOOD             CGS
 MN0509
 MN0509                          STATION DESCRIPTION
 MN0509
 MN0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0509'ABOUT 10 MILES NORTH OF BROADWATER, IN NORTHWEST QUARTER SEC.
 MN0509'4, T. 20 N., R. 48 W.
 MN0509'
 MN0509'REACHED FROM BROADWATER VIA THE ROAD NORTH PAST THE WATER TANK
 MN0509'3.0 MILES TO A T-ROAD.  TURN EAST ON ROAD WHICH TURNS NORTH
 MN0509'AGAIN, AND FOLLOW 8.0 MILES TO A ROAD LEADING WEST.  THIS ROAD
 MN0509'IS ABOUT 3/4 MILE NORTH OF WHITE FRAME CHURCH ON LEFT.  FOLLOW
 MN0509'WEST 2.0 MILES, THENCE NORTH 0.5 MILE, THENCE WEST ON DIM TRACK
 MN0509'SOUTH OF FENCE LINE 0.5 MILE.  LET DOWN FENCE AND DRIVE
 MN0509'NORTHWEST ACROSS PASTURE ABOUT 1/2 MILE TO BASE OF DUNE.  BY
 MN0509'PICKING A ROUTE TRUCK CAN BE DRIVEN TO WITHIN 250 FEET OF
 MN0509'STATION.  THE STATION IS ON THE NORTHEASTERLY OF TWO HIGHEST
 MN0509'POINTS ABOUT 200 YARDS APART.  THE STATION MARK IS A
 MN0509'STANDARD DISK SET IN TOP OF 4-INCH CAST-IRON PIPE 6 FEET
 MN0509'LONG AND PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MN0509'
 MN0509'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN TOP OF 4-INCH
 MN0509'CAST-IRON PIPE 6 FEET LONG, NORTHEAST OF STATION, ON SLOPE OF
 MN0509'DUNE.  MARK IS ABOUT 6 INCHES ABOVE GROUND.
 MN0509'
 MN0509'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF STATION, APPROXIMATELY
 MN0509'50 FEET NORTHWEST OF FENCE LINE.
 MN0509'
 MN0509'REFERENCE MARK NO. 3 IS SOUTHEAST OF STATION AT BASE OF DUNE.
 MN0509'
 MN0509'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.04 METERS.
 MN0509
 MN0509                          STATION RECOVERY (1946)
 MN0509
 MN0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0509'THE STATION WAS FOUND IN GOOD CONDITION AND THE ORIGINAL
 MN0509'DESCRIPTION WAS FOUND TO BE ADEQUATE AND ALL MARKS WERE IN
 MN0509'GOOD CONDITION.
 MN0509'
 MN0509'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MN0509'
 MN0509'THE STATION IS ON THE SUMMIT OF A LARGE SAND DUNE 10 MILES,
 MN0509'AIR LINE, NORTH OF THE VILLAGE OF BROADWATER.  IT IS IN THE
 MN0509'NORTHWEST QUARTER SEC. 4, T. 20 N., R. 46 W.  IT IS A STANDARD
 MN0509'U.S.C. AND G.S. DISK CEMENTED IN THE TOP OF A 4-INCH CAST-IRON
 MN0509'SOIL PIPE 6 FEET LONG AND PROJECTS 20 INCHES ABOVE THE GROUND
 MN0509'SURFACE AND IS STAMPED DUNE 1933.  THE SUB SURFACE MARK IS A STANDARD
 MN0509'DISK SET IN AN IRREGULAR MASS OF CONCRETE.
 MN0509'
 MN0509'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. DISK
 MN0509'CEMENTED IN THE TOP OF A 4-INCH CAST-IRON SOIL PIPE 6 FEET
 MN0509'LONG THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE
 MN0509'AND IS ON THE NORTHEAST SLOPE OF THE DUNE.  IT IS STAMPED
 MN0509'DUNE NO 1 1933.
 MN0509'
 MN0509'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 0.7 MILE SOUTH-SOUTHEAST
 MN0509'OF THE STATION, 0.15 MILE WEST-NORTHWEST OF A FENCE CORNER,
 MN0509'AND 181 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS
 MN0509'10 INCHES AND IS STAMPED DUNE NO 2 1933.
 MN0509'
 MN0509'REFERENCE MARK NO. 3 IS AT THE BASE OF THE DUNE AT THE SOUTH
 MN0509'SIDE.  IT PROJECTS 4 INCHES ON THE
 MN0509'SOUTH SIDE AND IS FLUSH WITH THE GROUND ON THE NORTH AND
 MN0509'IS STAMPED DUNE NO 3 1933.
 MN0509'
 MN0509'TO REACH FROM THE POSTOFFICE IN BROADWATER, GO EAST ON HIGHWAY
 MN0509'FOR 0.15 MILE TO A SIDE ROAD LEFT, NORTH.  TURN LEFT ON DIRT
 MN0509'ROAD, THAT PASSES BY THE MUNICIPAL WATER TANK, AND GO 3.0
 MN0509'MILES TO A Y FORK.  TAKE RIGHT FORK EAST AND NORTH FOR 8.0
 MN0509'MILES TO A SIDE ROAD LEFT, WEST, 0.1 MILE AFTER PASSING A
 MN0509'RANCH HOUSE ON THE RIGHT.  TURN LEFT, WEST, AND GO 2.0 MILES
 MN0509'TO A CROSSROAD.  TURN RIGHT, NORTH, AND GO 0.5 MILE TO A CATTLE
 MN0509'GUARD.  TURN LEFT, WEST, AND GO ALONG THE SOUTH SIDE OF A WIRE
 MN0509'FENCE FOR 0.5 MILE TO A FENCE CORNER.  *LET DOWN FENCE AND
 MN0509'DRIVE NORTH-NORTHWEST ACROSS SAND DUNES FOR 0.7 MILE TO THE
 MN0509'HIGHEST POINT AND THE STATION AS DESCRIBED.
 MN0509'
 MN0509'*REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 0.15 MILE NORTHWEST
 MN0509'OF FENCE CORNER MENTIONED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2083 ***********************************************************************
 MK2083  DESIGNATION -  DUNLAP ET
 MK2083  PID         -  MK2083
 MK2083  STATE/COUNTY-  NE/SAUNDERS
 MK2083  USGS QUAD   -  TOUHY (1969)
 MK2083
 MK2083                         *CURRENT SURVEY CONTROL
 MK2083  ___________________________________________________________________
 MK2083* NAD 83(1995)-  41 12 19.92008(N)    096 47 27.65707(W)     ADJUSTED  
 MK2083* NAVD 88     -       425.     (meters)    1394.     (feet)  SCALED    
 MK2083  ___________________________________________________________________
 MK2083  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 MK2083  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 MK2083
 MK2083  HORZ ORDER  -  SECOND
 MK2083
 MK2083.The horizontal coordinates were established by classical geodetic methods
 MK2083.and adjusted by the National Geodetic Survey in August 1997..
 MK2083
 MK2083.The orthometric height was scaled from a topographic map.
 MK2083
 MK2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2083
 MK2083.The geoid height was determined by GEOID03.
 MK2083
 MK2083;                    North         East     Units Scale Factor Converg.
 MK2083;SPC NE       -   157,342.012   768,998.054   MT  0.99967226   +2 07 35.7
 MK2083;UTM  14      - 4,563,926.184   685,206.793   MT  1.00002217   +1 27 20.2
 MK2083
 MK2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2083!SPC NE       -   0.99993751  x   0.99967226  =   0.99960979
 MK2083!UTM  14      -   0.99993751  x   1.00002217  =   0.99995968
 MK2083
 MK2083|---------------------------------------------------------------------|
 MK2083| PID    Reference Object                     Distance      Geod. Az  |
 MK2083|                                                           dddmmss.s |
 MK2083| CL6430 DUNLAP RM 1                          40.290 METERS 09009     |
 MK2083| CL6431 DUNLAP RM 2                           7.790 METERS 26025     |
 MK2083| CL8254 RED LIGHT RAD MAST                                 2703051.3 |
 MK2083|---------------------------------------------------------------------|
 MK2083
 MK2083                          SUPERSEDED SURVEY CONTROL
 MK2083
 MK2083  NAD 83(1986)-  41 12 19.92988(N)    096 47 27.65922(W) AD(       ) 2
 MK2083  NAD 27      -  41 12 19.90917(N)    096 47 26.56390(W) AD(       ) 2
 MK2083
 MK2083.Superseded values are not recommended for survey control.
 MK2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2083.See file dsdata.txt to determine how the superseded data were derived.
 MK2083
 MK2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8520763926(NAD 83)
 MK2083_MARKER: DD = SURVEY DISK
 MK2083_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MK2083_STAMPING: ET DUNLAP 1967
 MK2083_MARK LOGO: USGS  
 MK2083_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2083+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1997
 MK2083
 MK2083  HISTORY     - Date     Condition        Report By
 MK2083  HISTORY     - 1967     MONUMENTED       USGS
 MK2083  HISTORY     - 19970721 GOOD             NGS
 MK2083
 MK2083                          STATION DESCRIPTION
 MK2083
 MK2083'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2083'THE STATION IS LOCATED APPROX. 9.0 MI W. OF WAHOO, T. 14 N., R.
 MK2083'6 E., NEAR THE COR. SECS. 1, 6, 7 AND 12, 80 FT S., 59 FT W. OF
 MK2083'CENTER OF HWY. AND PRIVATE DRIVE N., 6 FT S. OF EDGE OF HIGH CUT
 MK2083'BANK, 25 FT E. OF POWER POLE, 3 FT S. OF USGS WITNESS POST.
 MK2083'
 MK2083'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. 0.2 MI
 MK2083'ALONG 6TH ST. TO HWY. 92, TURN LEFT (S.) AND GO ALONG HWY. 92 FOR
 MK2083'9.2 MI TO CREST OF HILL AT HIGH CUT AND PRIVATE DRIVE N. AND
 MK2083'STATION ON LEFT (S.) SIDE OF RD.
 MK2083'
 MK2083'ALL MARKS ARE FLUSH WITH GROUND, STANDARD TABLETS CRIMPED ON 0.5
 MK2083'IN. RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN. LONG, FILLED
 MK2083'WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2083'
 MK2083'THE STATION MARK IS STAMPED ET DUNLAP 1967.
 MK2083'
 MK2083'REFERENCE MARK NO. 1 IS E. OF THE STATION, 80 FT S., 73 FT E. OF
 MK2083'CENTER OF HWY. AND PRIVATE DRIVE N., 3 FT W. OF POLE.  STAMPED
 MK2083'DUNLAP NO 1 1967.
 MK2083'
 MK2083'REFERENCE MARK NO. 2 IS W. OF THE STATION, 80 FT S., 85 FT W. OF
 MK2083'CENTER OF HWY. AT PRIVATE DRIVE N., STAMPED DUNLAP NO 2 1967.
 MK2083'
 MK2083'AZIMUTH MARK CENTER OF RED LIGHT ATOP RADIO MAST APPROX. 6.5 MI W.
 MK2083'OF STATION.
 MK2083
 MK2083                          STATION RECOVERY (1997)
 MK2083
 MK2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 MK2083'ABOUT 9.5 MI (15.3 KM) NORTH-NORTHEAST OF VALPARAISO, 1.2 MI (1.9 KM)
 MK2083'EAST OF THE EAST JUNCTION OF STATE HIGHWAYS 79 AND 92 AND ON THE SOUTH
 MK2083'SIDE OF STATE HIGHWAY 92, AT A FARM DRIVE, NEAR THE SECTION CORNER
 MK2083'COMMON TO SECTIONS 1,6,7 AND 12 OF T14N, R6E.  TO REACH THE MARK FROM
 MK2083'VALPARAISO, GO NORTH ON STATE HIGHWAY 79 FOR ABOUT 9 MI (14.5 KM) TO
 MK2083'THE JUNCTION WITH STATE HIGHWAY 92.  TURN RIGHT AND GO EAST ON THE
 MK2083'HIGHWAYS FOR 1 MI (1.6 KM) TO WHERE HIGHWAY 79 TURNS LEFT AND NORTH.
 MK2083'CONTINUE EAST ON HIGHWAY 92 FOR 1.2 MI (1.9 KM) TO THE STATION ON THE
 MK2083'RIGHT, ON THE SOUTH SIDE OF THE HIGHWAY, JUST WEST OF A FARM ENTRANCE
 MK2083'DRIVE.  THE STATION IS A BRASS DISK, CRIMPED TO THE TOP OF A COPPER
 MK2083'COATED METAL ROD AND IS WITHIN A TERRA COTTA PIPE. IT IS 25.6 M (84.0
 MK2083'FT) WEST FROM THE CENTERLINE OF THE FARM DRIVE, 24.6 M (80.7 FT) SOUTH
 MK2083'FROM THE CENTERLINE OF THE HIGHWAY, 40.26 M (132.09 FT) EAST FROM A
 MK2083'REFERENCE MARK 1, 7.745 M (25.410 FT) WEST-NORTHWEST FROM A REFERENCE
 MK2083'MARK 2, 7.295 M (23.934 FT) WEST FROM A GUYED, POWERLINE POLE WITH A
 MK2083'TRANSFORMER AND O.8 M SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0410 ***********************************************************************
 NN0410  DESIGNATION -  DUSTIN
 NN0410  PID         -  NN0410
 NN0410  STATE/COUNTY-  NE/HOLT
 NN0410  USGS QUAD   -  DUSTIN (1951)
 NN0410
 NN0410                         *CURRENT SURVEY CONTROL
 NN0410  ___________________________________________________________________
 NN0410* NAD 83(1995)-  42 48 44.05912(N)    099 05 45.99587(W)     ADJUSTED  
 NN0410* NAVD 88     -       600.706  (meters)    1970.82   (feet)  ADJUSTED  
 NN0410  ___________________________________________________________________
 NN0410  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 NN0410  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 NN0410  DYNAMIC HT  -         600.486 (meters)    1970.09  (feet)  COMP
 NN0410  MODELED GRAV-     980,236.2   (mgal)                       NAVD 88
 NN0410
 NN0410  HORZ ORDER  -  FIRST
 NN0410  VERT ORDER  -  SECOND    CLASS 0
 NN0410
 NN0410.The horizontal coordinates were established by classical geodetic methods
 NN0410.and adjusted by the National Geodetic Survey in August 1997..
 NN0410
 NN0410.The orthometric height was determined by differential leveling
 NN0410.and adjusted by the National Geodetic Survey in June 1991..
 NN0410
 NN0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0410
 NN0410.The geoid height was determined by GEOID03.
 NN0410
 NN0410.The dynamic height is computed by dividing the NAVD 88
 NN0410.geopotential number by the normal gravity value computed on the
 NN0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0410.degrees latitude (g = 980.6199 gals.).
 NN0410
 NN0410.The modeled gravity was interpolated from observed gravity values.
 NN0410
 NN0410;                    North         East     Units Scale Factor Converg.
 NN0410;SPC NE       -   331,149.932   573,920.781   MT  0.99991930   +0 35 56.4
 NN0410;UTM  14      - 4,739,969.039   492,142.424   MT  0.99960076   -0 03 55.1
 NN0410
 NN0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0410!SPC NE       -   0.99990969  x   0.99991930  =   0.99982899
 NN0410!UTM  14      -   0.99990969  x   0.99960076  =   0.99951048
 NN0410
 NN0410:                Primary Azimuth Mark                     Grid Az
 NN0410:SPC NE       -  DUSTIN AZ MK                             072 58 49.6
 NN0410:UTM  14      -  DUSTIN AZ MK                             073 38 41.1
 NN0410
 NN0410|---------------------------------------------------------------------|
 NN0410| PID    Reference Object                     Distance      Geod. Az  |
 NN0410|                                                           dddmmss.s |
 NN0410| CO3033 DUSTIN AZ MK                                       0733446.0 |
 NN0410| NN0411 DUSTIN RM 1                          21.589 METERS 09436     |
 NN0410| NN0409 DUSTIN RM 2                          29.607 METERS 26550     |
 NN0410|---------------------------------------------------------------------|
 NN0410
 NN0410                          SUPERSEDED SURVEY CONTROL
 NN0410
 NN0410  NAD 83(1986)-  42 48 44.06600(N)    099 05 46.00311(W) AD(       ) 1
 NN0410  NAD 27      -  42 48 44.06300(N)    099 05 44.65600(W) AD(       ) 1
 NN0410  NGVD 29 (??/??/92)  600.463  (m)         1970.02   (f) ADJ UNCH    2 0
 NN0410
 NN0410.Superseded values are not recommended for survey control.
 NN0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0410.See file dsdata.txt to determine how the superseded data were derived.
 NN0410
 NN0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9214239969(NAD 83)
 NN0410_MARKER: DB = BENCH MARK DISK
 NN0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0410_STAMPING: DUSTIN 1940
 NN0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0410+STABILITY: SURFACE MOTION
 NN0410
 NN0410  HISTORY     - Date     Condition        Report By
 NN0410  HISTORY     - 1940     MONUMENTED       CGS
 NN0410  HISTORY     - 1946     GOOD             NGS
 NN0410
 NN0410                          STATION DESCRIPTION
 NN0410
 NN0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0410'STATION DUSTIN IS 14-1/2 MILES WEST-SOUTHWEST OF BUTTE, 15
 NN0410'MILES NORTH BY EAST OF STUART, AIRLINE DISTANCES, IN THE
 NN0410'SOUTH EDGE OF AN OPEN PASTURE NEAR THE CENTER OF THE SOUTH SIDE
 NN0410'OF THE SOUTHWEST QUARTER OF SEC. 21, T. 33 N., R. 15 W.
 NN0410'
 NN0410'STATION MARK IS IN THE SOUTH EDGE OF AN OPEN PASTURE 86
 NN0410'FEET EAST OF A GATE IN THE EAST-WEST RIGHT-OF-WAY FENCE, 38 FEET
 NN0410'NORTH OF THE CENTERLINE OF THE ROAD, 7 FEET NORTH OF THE
 NN0410'RIGHT-OF-WAY FENCE, IS STAMPED DUSTIN 1940, AND PROJECTS 6 INCHES.
 NN0410'
 NN0410'TO REACH FROM THE POST OFFICE IN NAPER GO SOUTH ON STATE ROUTE
 NN0410'12 FOR 0.3 MILE AND KEEP STRAIGHT AHEAD (SOUTH) WHERE THE
 NN0410'HIGHWAY TURNS EAST, GO 10.5 MILES OR 3.35 MILES AFTER CROSSING
 NN0410'NIOBRARA RIVER AND TURN LEFT (EAST) AT CROSSROADS, GO 0.75
 NN0410'MILE TO TOP OF GRADE AND STATION ON NORTH SIDE OF THE ROAD.
 NN0410'TO REACH THE AZIMUTH MARK CONTINUE EAST 0.75 MILE AND TURN
 NN0410'LEFT (NORTH) GO 0.2 MILE TO AZIMUTH MARK ON EAST SIDE OF THE
 NN0410'ROAD.
 NN0410'
 NN0410'REFERENCE MARK NO. 1 IS LEVEL WITH THE STATION, 32 FEET NORTH OF
 NN0410'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE,
 NN0410'IS STAMPED DUSTIN NO. 1 1940, AND PROJECTS 4 INCHES.
 NN0410'
 NN0410'REFERENCE MARK NO. 2 IS LEVEL WITH STATION, 32 FEET NORTH OF THE
 NN0410'CENTERLINE OF THE ROAD, 11 FEET WEST OF THE GATE IN THE
 NN0410'RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF THE FENCE LINE, IS STAMPED
 NN0410'DUSTIN NO. 2 1940, AND PROJECTS 6 INCHES.
 NN0410'
 NN0410'AZIMUTH MARK IS 1.0 MILE EAST-NORTHEAST OF THE STATION, 0.2 MILE
 NN0410'NORTH OF THE EAST-WEST COUNTY ROAD ON WHICH THE STATION IS
 NN0410'LOCATED, 24 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH COUNTY
 NN0410'ROAD, IS IN THE SOUTHWEST CORNER OF AN OPEN HAY FIELD AT THE
 NN0410'NORTHWEST CORNER OF A SMALL PATCH OF TIMBER, 2-1/2 FEET NORTH
 NN0410'OF A TELEPHONE POLE AND DIRECTLY UNDER THE PHONE LINE, IS
 NN0410'STAMPED DUSTIN 1940, AND PROJECTS 4 INCHES.
 NN0410'
 NN0410'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NN0410'DESCRIBED.
 NN0410'
 NN0410'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NN0410
 NN0410                          STATION RECOVERY (1946)
 NN0410
 NN0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 NN0410'18.8 MI N FROM STUART.
 NN0410'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0410'MAIN STREET, THENCE EASTERLY 2.0 MILES ALONG U.S. HIGHWAY NO.
 NN0410'20, THENCE NORTH 15.8 MILES ALONG A GRAVELED ROAD, THENCE EAST
 NN0410'0.7 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS
 NN0410'ON TOP OF THE HIGHEST GROUND IN THE VICINITY, 38.0 FEET NORTH
 NN0410'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 80.0 FEET
 NN0410'EAST-NORTHEAST OF THE EAST END OF A WIRE GATE, 7.0 FEET NORTH OF
 NN0410'A FENCE AND 6.0 FEET NORTH OF A 4 IN X 4 IN MARKER POST.  A
 NN0410'BRONZE DISK STAMPED DUSTIN 1940 SET IN THE TOP OF A CONCRETE
 NN0410'POST WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0411 ***********************************************************************
 NN0411  DESIGNATION -  DUSTIN RM 1
 NN0411  PID         -  NN0411
 NN0411  STATE/COUNTY-  NE/HOLT
 NN0411  USGS QUAD   -  DUSTIN (1951)
 NN0411
 NN0411                         *CURRENT SURVEY CONTROL
 NN0411  ___________________________________________________________________
 NN0411* NAD 83(1986)-  42 48 44.     (N)    099 05 45.     (W)     SCALED    
 NN0411* NAVD 88     -       600.735  (meters)    1970.91   (feet)  ADJUSTED  
 NN0411  ___________________________________________________________________
 NN0411  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 NN0411  DYNAMIC HT  -         600.515 (meters)    1970.19  (feet)  COMP
 NN0411  MODELED GRAV-     980,236.2   (mgal)                       NAVD 88
 NN0411
 NN0411  VERT ORDER  -  SECOND    CLASS 0
 NN0411
 NN0411.The horizontal coordinates were scaled from a topographic map and have
 NN0411.an estimated accuracy of +/- 6 seconds.
 NN0411
 NN0411.The orthometric height was determined by differential leveling
 NN0411.and adjusted by the National Geodetic Survey in June 1991..
 NN0411
 NN0411.The geoid height was determined by GEOID03.
 NN0411
 NN0411.The dynamic height is computed by dividing the NAVD 88
 NN0411.geopotential number by the normal gravity value computed on the
 NN0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0411.degrees latitude (g = 980.6199 gals.).
 NN0411
 NN0411.The modeled gravity was interpolated from observed gravity values.
 NN0411
 NN0411;                    North         East    Units  Estimated Accuracy
 NN0411;SPC NE       -   331,150.      573,940.      MT  (+/- 180 meters Scaled)
 NN0411
 NN0411                          SUPERSEDED SURVEY CONTROL
 NN0411
 NN0411  NGVD 29 (??/??/92)  600.492  (m)         1970.11   (f) ADJ UNCH    2 0
 NN0411
 NN0411.Superseded values are not recommended for survey control.
 NN0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0411.See file dsdata.txt to determine how the superseded data were derived.
 NN0411
 NN0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN921399(NAD 83)
 NN0411_MARKER: DB = BENCH MARK DISK
 NN0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0411_STAMPING: DUSTIN NO 1 1940
 NN0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0411+STABILITY: SURFACE MOTION
 NN0411
 NN0411  HISTORY     - Date     Condition        Report By
 NN0411  HISTORY     - 1940     MONUMENTED       CGS
 NN0411  HISTORY     - 1946     GOOD             NGS
 NN0411
 NN0411                          STATION DESCRIPTION
 NN0411
 NN0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0411'18.8 MI N FROM STUART.
 NN0411'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0411'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0411'NO. 20, THENCE NORTH 15.8 MILES ALONG A GRAVELED ROAD, THENCE
 NN0411'EAST 0.7 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0411'MARK IS 32.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 NN0411'LINE OF THE ROAD, ABOUT 22 YARDS EAST OF TRIANGULATION STATION
 NN0411'DUSTIN, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT SOUTH OF A 4 IN
 NN0411'X 4 IN MARKER POST.  A BRONZE DISK STAMPED DUSTIN NO 1 1940 SET
 NN0411'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES
 NN0411'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0409 ***********************************************************************
 NN0409  DESIGNATION -  DUSTIN RM 2
 NN0409  PID         -  NN0409
 NN0409  STATE/COUNTY-  NE/HOLT
 NN0409  USGS QUAD   -  DUSTIN (1951)
 NN0409
 NN0409                         *CURRENT SURVEY CONTROL
 NN0409  ___________________________________________________________________
 NN0409* NAD 83(1986)-  42 48 44.     (N)    099 05 45.     (W)     SCALED    
 NN0409* NAVD 88     -       600.556  (meters)    1970.32   (feet)  ADJUSTED  
 NN0409  ___________________________________________________________________
 NN0409  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 NN0409  DYNAMIC HT  -         600.337 (meters)    1969.61  (feet)  COMP
 NN0409  MODELED GRAV-     980,236.2   (mgal)                       NAVD 88
 NN0409
 NN0409  VERT ORDER  -  SECOND    CLASS 0
 NN0409
 NN0409.The horizontal coordinates were scaled from a topographic map and have
 NN0409.an estimated accuracy of +/- 6 seconds.
 NN0409
 NN0409.The orthometric height was determined by differential leveling
 NN0409.and adjusted by the National Geodetic Survey in June 1991..
 NN0409
 NN0409.The geoid height was determined by GEOID03.
 NN0409
 NN0409.The dynamic height is computed by dividing the NAVD 88
 NN0409.geopotential number by the normal gravity value computed on the
 NN0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0409.degrees latitude (g = 980.6199 gals.).
 NN0409
 NN0409.The modeled gravity was interpolated from observed gravity values.
 NN0409
 NN0409;                    North         East    Units  Estimated Accuracy
 NN0409;SPC NE       -   331,150.      573,940.      MT  (+/- 180 meters Scaled)
 NN0409
 NN0409                          SUPERSEDED SURVEY CONTROL
 NN0409
 NN0409  NGVD 29 (??/??/92)  600.313  (m)         1969.53   (f) ADJ UNCH    2 0
 NN0409
 NN0409.Superseded values are not recommended for survey control.
 NN0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0409.See file dsdata.txt to determine how the superseded data were derived.
 NN0409
 NN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN921399(NAD 83)
 NN0409_MARKER: DB = BENCH MARK DISK
 NN0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0409_STAMPING: DUSTIN NO 2 1940
 NN0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0409+STABILITY: SURFACE MOTION
 NN0409
 NN0409  HISTORY     - Date     Condition        Report By
 NN0409  HISTORY     - 1940     MONUMENTED       CGS
 NN0409  HISTORY     - 1946     GOOD             NGS
 NN0409
 NN0409                          STATION DESCRIPTION
 NN0409
 NN0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0409'18.8 MI N FROM STUART.
 NN0409'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0409'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0409'NO. 20, THENCE NORTH 15.8 MILES ALONG A GRAVELED ROAD, THENCE
 NN0409'EAST 0.7 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0409'MARK IS 32.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 NN0409'LINE OF THE ROAD, 4.0 FEET WEST OF THE WEST END OF A WIRE GATE,
 NN0409'1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST AND 1.0 FOOT NORTH
 NN0409'OF A FENCE.  A BRONZE DISK STAMPED DUSTIN NO 2 1940 SET IN THE
 NN0409'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1873 ***********************************************************************
 MK1873  DESIGNATION -  DWIGHT MUNICIPAL TANK
 MK1873  PID         -  MK1873
 MK1873  STATE/COUNTY-  NE/BUTLER
 MK1873  USGS QUAD   -  DWIGHT (1966)
 MK1873
 MK1873                         *CURRENT SURVEY CONTROL
 MK1873  ___________________________________________________________________
 MK1873* NAD 83(1995)-  41 04 55.43230(N)    097 01 11.68213(W)     ADJUSTED  
 MK1873* NAVD 88     -                                                        
 MK1873  ___________________________________________________________________
 MK1873  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 MK1873  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 MK1873
 MK1873  HORZ ORDER  -  THIRD
 MK1873
 MK1873.The horizontal coordinates were established by classical geodetic methods
 MK1873.and adjusted by the National Geodetic Survey in August 1997..
 MK1873
 MK1873
 MK1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1873
 MK1873.The geoid height was determined by GEOID03.
 MK1873
 MK1873;                    North         East     Units Scale Factor Converg.
 MK1873;SPC NE       -   142,955.746   750,290.784   MT  0.99968578   +1 58 29.6
 MK1873;UTM  14      - 4,549,756.118   666,326.319   MT  0.99994049   +1 18 05.4
 MK1873
 MK1873                          SUPERSEDED SURVEY CONTROL
 MK1873
 MK1873  NAD 83(1986)-  41 04 55.44281(N)    097 01 11.68303(W) AD(       ) 4
 MK1873  NAD 27      -  41 04 55.39475(N)    097 01 10.55851(W) AD(       ) 3
 MK1873
 MK1873.Superseded values are not recommended for survey control.
 MK1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1873.See file dsdata.txt to determine how the superseded data were derived.
 MK1873
 MK1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6632649756(NAD 83)
 MK1873_MARKER: 53 = ELEVATED TANK
 MK1873
 MK1873  HISTORY     - Date     Condition        Report By
 MK1873  HISTORY     - 1967     FIRST OBSERVED   USGS
 MK1873
 MK1873                          STATION DESCRIPTION
 MK1873
 MK1873'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK1873'TANK IS LOCATED IN DWIGHT, ABOUT 150 FEET IN HEIGHT AND PAINTED
 MK1873'SILVER WITH NAME DWIGHT PAINTED IN BLACK ON WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0244 ***********************************************************************
 LH0244  DESIGNATION -  E
 LH0244  PID         -  LH0244
 LH0244  STATE/COUNTY-  NE/WEBSTER
 LH0244  USGS QUAD   -  AMBOY (1974)
 LH0244
 LH0244                         *CURRENT SURVEY CONTROL
 LH0244  ___________________________________________________________________
 LH0244* NAD 83(1986)-  40 05 22.     (N)    098 26 12.     (W)     SCALED    
 LH0244* NAVD 88     -       515.470  (meters)    1691.17   (feet)  ADJUSTED  
 LH0244  ___________________________________________________________________
 LH0244  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LH0244  DYNAMIC HT  -         515.160 (meters)    1690.15  (feet)  COMP
 LH0244  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 LH0244
 LH0244  VERT ORDER  -  FIRST     CLASS II
 LH0244
 LH0244.The horizontal coordinates were scaled from a topographic map and have
 LH0244.an estimated accuracy of +/- 6 seconds.
 LH0244
 LH0244.The orthometric height was determined by differential leveling
 LH0244.and adjusted by the National Geodetic Survey in June 1991..
 LH0244
 LH0244.The geoid height was determined by GEOID03.
 LH0244
 LH0244.The dynamic height is computed by dividing the NAVD 88
 LH0244.geopotential number by the normal gravity value computed on the
 LH0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0244.degrees latitude (g = 980.6199 gals.).
 LH0244
 LH0244.The modeled gravity was interpolated from observed gravity values.
 LH0244
 LH0244;                    North         East    Units  Estimated Accuracy
 LH0244;SPC NE       -    29,640.      633,310.      MT  (+/- 180 meters Scaled)
 LH0244
 LH0244                          SUPERSEDED SURVEY CONTROL
 LH0244
 LH0244  NGVD 29 (??/??/92)  515.260  (m)         1690.48   (f) ADJ UNCH    1 2
 LH0244
 LH0244.Superseded values are not recommended for survey control.
 LH0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0244.See file dsdata.txt to determine how the superseded data were derived.
 LH0244
 LH0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK480378(NAD 83)
 LH0244_MARKER: Z = SEE DESCRIPTION
 LH0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0244_SP_SET: STONE POST
 LH0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0244+STABILITY: SURFACE MOTION
 LH0244
 LH0244  HISTORY     - Date     Condition        Report By
 LH0244  HISTORY     - UNK      MONUMENTED       CGS
 LH0244  HISTORY     - 1947     GOOD             NGS
 LH0244
 LH0244                          STATION DESCRIPTION
 LH0244
 LH0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0244'5.8 MI S FROM COWLES.
 LH0244'5.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0244'FROM THE STATION AT COWLES, WEBSTER COUNTY, 1/4 MILE NORTH
 LH0244'OF LESTER JUNCTION, AT AMBOY, 4 RAILS NORTH OF THE CROSSING
 LH0244'OF STATE HIGHWAY 5, AT THE AMBOY MILLING AND ELEVATOR CO. PROPERTY,
 LH0244'15 FEET EAST OF THE CENTER LINE OF THE TRACK, AND IN LINE WITH
 LH0244'THREE LARGE COTTONWOOD TREES.  THE BOTTOM OF A SQUARE HOLE,
 LH0244'SURROUNDED BY THE LETTERS USBM CUT IN THE TOP OF A LIMESTONE
 LH0244'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0149 ***********************************************************************
 MN0149  DESIGNATION -  E 10
 MN0149  PID         -  MN0149
 MN0149  STATE/COUNTY-  NE/MORRILL
 MN0149  USGS QUAD   -  BRIDGEPORT (1965)
 MN0149
 MN0149                         *CURRENT SURVEY CONTROL
 MN0149  ___________________________________________________________________
 MN0149* NAD 83(1986)-  41 44 36.     (N)    103 07 19.     (W)     SCALED    
 MN0149* NAVD 88     -      1177.950  (meters)    3864.66   (feet)  POSTED    
 MN0149  ___________________________________________________________________
 MN0149  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 MN0149  DYNAMIC HT  -        1177.210 (meters)    3862.23  (feet)  COMP
 MN0149  MODELED GRAV-     979,950.0   (mgal)                       NAVD 88
 MN0149
 MN0149  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MN0149
 MN0149.The horizontal coordinates were scaled from a topographic map and have
 MN0149.an estimated accuracy of +/- 6 seconds.
 MN0149
 MN0149.The orthometric height was determined by differential leveling
 MN0149.and adjusted by the National Geodetic Survey in 1992..
 MN0149.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MN0149.rate of 1.1 thru 2.0 mm/km.
 MN0149.WARNING-Repeat measurements at this control monument indicate possible
 MN0149.vertical movement.
 MN0149
 MN0149.The geoid height was determined by GEOID03.
 MN0149
 MN0149.The dynamic height is computed by dividing the NAVD 88
 MN0149.geopotential number by the normal gravity value computed on the
 MN0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0149.degrees latitude (g = 980.6199 gals.).
 MN0149
 MN0149.The modeled gravity was interpolated from observed gravity values.
 MN0149
 MN0149;                    North         East    Units  Estimated Accuracy
 MN0149;SPC NE       -   216,750.      240,450.      MT  (+/- 180 meters Scaled)
 MN0149
 MN0149                          SUPERSEDED SURVEY CONTROL
 MN0149
 MN0149  NGVD 29 (??/??/92) 1177.363  (m)         3862.73   (f) ADJ UNCH    1 2
 MN0149
 MN0149.Superseded values are not recommended for survey control.
 MN0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0149.See file dsdata.txt to determine how the superseded data were derived.
 MN0149
 MN0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG561229(NAD 83)
 MN0149_MARKER: DB = BENCH MARK DISK
 MN0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0149_STAMPING: E 10 1933 3862.833
 MN0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0149+STABILITY: SURFACE MOTION
 MN0149
 MN0149  HISTORY     - Date     Condition        Report By
 MN0149  HISTORY     - 1933     MONUMENTED       CGS
 MN0149  HISTORY     - 1956     GOOD             NGS
 MN0149  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0149
 MN0149                          STATION DESCRIPTION
 MN0149
 MN0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0149'6.1 MI N FROM BRIDGEPORT.
 MN0149'6.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0149'FROM THE STATION AT BRIDGEPORT, 20 POLES SOUTHEAST OF MILEPOST
 MN0149'30, AT A PRIVATE ROAD CROSSING, ON THE EXTENDED CENTER LINE
 MN0149'OF A ROAD LEADING WEST, 28 FEET NORTH OF THE CENTER OF THE
 MN0149'PRIVATE ROAD CROSSING, 19 FEET NORTHEAST OF THE NORTHEAST RAIL,
 MN0149'34 FEET WEST OF THE NORTHWEST END OF A STEEL GATE, 1 FOOT
 MN0149'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MN0149'WHICH IS 2.0 FEET BELOW THE TOP OF THE GROUND, IN SECTION 33,
 MN0149'TOWNSHIP 21 NORTH, RANGE 50 WEST.
 MN0149
 MN0149                          STATION RECOVERY (1985)
 MN0149
 MN0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0149'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0343 ***********************************************************************
 NP0343  DESIGNATION -  E 11
 NP0343  PID         -  NP0343
 NP0343  STATE/COUNTY-  NE/BOX BUTTE
 NP0343  USGS QUAD   -  HEMINGFORD (1948)
 NP0343
 NP0343                         *CURRENT SURVEY CONTROL
 NP0343  ___________________________________________________________________
 NP0343* NAD 83(1986)-  42 19 29.     (N)    103 04 28.     (W)     SCALED    
 NP0343* NAVD 88     -      1298.701  (meters)    4260.82   (feet)  ADJUSTED  
 NP0343  ___________________________________________________________________
 NP0343  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 NP0343  DYNAMIC HT  -        1297.942 (meters)    4258.33  (feet)  COMP
 NP0343  MODELED GRAV-     979,991.7   (mgal)                       NAVD 88
 NP0343
 NP0343  VERT ORDER  -  FIRST     CLASS II
 NP0343
 NP0343.The horizontal coordinates were scaled from a topographic map and have
 NP0343.an estimated accuracy of +/- 6 seconds.
 NP0343
 NP0343.The orthometric height was determined by differential leveling
 NP0343.and adjusted by the National Geodetic Survey in June 1991..
 NP0343
 NP0343.The geoid height was determined by GEOID03.
 NP0343
 NP0343.The dynamic height is computed by dividing the NAVD 88
 NP0343.geopotential number by the normal gravity value computed on the
 NP0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0343.degrees latitude (g = 980.6199 gals.).
 NP0343
 NP0343.The modeled gravity was interpolated from observed gravity values.
 NP0343
 NP0343;                    North         East    Units  Estimated Accuracy
 NP0343;SPC NE       -   281,120.      246,690.      MT  (+/- 180 meters Scaled)
 NP0343
 NP0343                          SUPERSEDED SURVEY CONTROL
 NP0343
 NP0343  NGVD 29 (??/??/92) 1298.071  (m)         4258.75   (f) ADJ UNCH    1 2
 NP0343
 NP0343.Superseded values are not recommended for survey control.
 NP0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0343.See file dsdata.txt to determine how the superseded data were derived.
 NP0343
 NP0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG586876(NAD 83)
 NP0343_MARKER: DB = BENCH MARK DISK
 NP0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0343_STAMPING: E 11 1933 4258.394
 NP0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0343+STABILITY: SURFACE MOTION
 NP0343
 NP0343  HISTORY     - Date     Condition        Report By
 NP0343  HISTORY     - 1933     MONUMENTED       CGS
 NP0343  HISTORY     - 1956     GOOD             NGS
 NP0343  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0343
 NP0343                          STATION DESCRIPTION
 NP0343
 NP0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0343'AT HEMINGFORD.
 NP0343'AT HEMINGFORD, 76 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NP0343'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 18.1 FEET
 NP0343'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 25.5 FEET
 NP0343'NORTHWEST OF A SWITCH STAND, 2 FEET SOUTHWEST OF A WITNESS
 NP0343'POST, IN THE SOUTHEAST CORNER OF A SMALL PARK, SET IN THE TOP
 NP0343'OF A CONCRETE POST WHICH IS 0.1 FOOT BELOW THE TOP OF THE
 NP0343'GROUND, IN THE SOUTHEAST 1/4 OF SECTION 7, TOWNSHIP 27 NORTH,
 NP0343'RANGE 49 WEST.
 NP0343
 NP0343                          STATION RECOVERY (1985)
 NP0343
 NP0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0343'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0700 ***********************************************************************
 ML0700  DESIGNATION -  E 116
 ML0700  PID         -  ML0700
 ML0700  STATE/COUNTY-  NE/CUSTER
 ML0700  USGS QUAD   -  ANSLEY (1978)
 ML0700
 ML0700                         *CURRENT SURVEY CONTROL
 ML0700  ___________________________________________________________________
 ML0700* NAD 83(1986)-  41 20 04.     (N)    099 28 19.     (W)     SCALED    
 ML0700* NAVD 88     -       723.076  (meters)    2372.29   (feet)  ADJUSTED  
 ML0700  ___________________________________________________________________
 ML0700  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 ML0700  DYNAMIC HT  -         722.697 (meters)    2371.05  (feet)  COMP
 ML0700  MODELED GRAV-     980,075.5   (mgal)                       NAVD 88
 ML0700
 ML0700  VERT ORDER  -  SECOND    CLASS 0
 ML0700
 ML0700.The horizontal coordinates were scaled from a topographic map and have
 ML0700.an estimated accuracy of +/- 6 seconds.
 ML0700
 ML0700.The orthometric height was determined by differential leveling
 ML0700.and adjusted by the National Geodetic Survey in June 1991..
 ML0700
 ML0700.The geoid height was determined by GEOID03.
 ML0700
 ML0700.The dynamic height is computed by dividing the NAVD 88
 ML0700.geopotential number by the normal gravity value computed on the
 ML0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0700.degrees latitude (g = 980.6199 gals.).
 ML0700
 ML0700.The modeled gravity was interpolated from observed gravity values.
 ML0700
 ML0700;                    North         East    Units  Estimated Accuracy
 ML0700;SPC NE       -   166,800.      544,190.      MT  (+/- 180 meters Scaled)
 ML0700
 ML0700                          SUPERSEDED SURVEY CONTROL
 ML0700
 ML0700  NGVD 29 (??/??/92)  722.833  (m)         2371.49   (f) ADJ UNCH    2 0
 ML0700
 ML0700.Superseded values are not recommended for survey control.
 ML0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0700.See file dsdata.txt to determine how the superseded data were derived.
 ML0700
 ML0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML605759(NAD 83)
 ML0700_MARKER: DB = BENCH MARK DISK
 ML0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0700_STAMPING: E 166 1934
 ML0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0700+STABILITY: SURFACE MOTION
 ML0700
 ML0700  HISTORY     - Date     Condition        Report By
 ML0700  HISTORY     - 1934     MONUMENTED       CGS
 ML0700  HISTORY     - 1949     MARK NOT FOUND   NGS
 ML0700
 ML0700                          STATION DESCRIPTION
 ML0700
 ML0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0700'1.9 MI SE FROM BERWYN.
 ML0700'1.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0700'RAILROAD FROM THE STATION AT BERWYN, CUSTER COUNTY, 7 POLES
 ML0700'EAST OF MILEPOST 166, 70 FEET WEST OF A WHISTLE POST, 43 FEET
 ML0700'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 2, 43 FEET NORTH
 ML0700'OF THE NORTH RAIL OF THE MAIN TRACK, AND 20 FEET WEST OF A
 ML0700'POLE.  A STANDARD DISK, STAMPED E 166 1934 AND SET IN THE TOP
 ML0700'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0362 ***********************************************************************
 ML0362  DESIGNATION -  E 117
 ML0362  PID         -  ML0362
 ML0362  STATE/COUNTY-  NE/HOWARD
 ML0362  USGS QUAD   -  FARWELL (1978)
 ML0362
 ML0362                         *CURRENT SURVEY CONTROL
 ML0362  ___________________________________________________________________
 ML0362* NAD 83(1986)-  41 13 04.     (N)    098 37 40.     (W)     SCALED    
 ML0362* NAVD 88     -       594.324  (meters)    1949.88   (feet)  ADJUSTED  
 ML0362  ___________________________________________________________________
 ML0362  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 ML0362  DYNAMIC HT  -         594.024 (meters)    1948.89  (feet)  COMP
 ML0362  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 ML0362
 ML0362  VERT ORDER  -  SECOND    CLASS 0
 ML0362
 ML0362.The horizontal coordinates were scaled from a topographic map and have
 ML0362.an estimated accuracy of +/- 6 seconds.
 ML0362
 ML0362.The orthometric height was determined by differential leveling
 ML0362.and adjusted by the National Geodetic Survey in June 1991..
 ML0362
 ML0362.The geoid height was determined by GEOID03.
 ML0362
 ML0362.The dynamic height is computed by dividing the NAVD 88
 ML0362.geopotential number by the normal gravity value computed on the
 ML0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0362.degrees latitude (g = 980.6199 gals.).
 ML0362
 ML0362.The modeled gravity was interpolated from observed gravity values.
 ML0362
 ML0362;                    North         East    Units  Estimated Accuracy
 ML0362;SPC NE       -   154,620.      615,030.      MT  (+/- 180 meters Scaled)
 ML0362
 ML0362                          SUPERSEDED SURVEY CONTROL
 ML0362
 ML0362  NGVD 29 (??/??/92)  594.070  (m)         1949.04   (f) ADJ UNCH    2 0
 ML0362
 ML0362.Superseded values are not recommended for survey control.
 ML0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0362.See file dsdata.txt to determine how the superseded data were derived.
 ML0362
 ML0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL312630(NAD 83)
 ML0362_MARKER: DB = BENCH MARK DISK
 ML0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0362_STAMPING: E 117 1935
 ML0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0362+STABILITY: SURFACE MOTION
 ML0362
 ML0362  HISTORY     - Date     Condition        Report By
 ML0362  HISTORY     - 1935     MONUMENTED       CGS
 ML0362  HISTORY     - 1950     GOOD             NGS
 ML0362
 ML0362                          STATION DESCRIPTION
 ML0362
 ML0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0362'AT FARWELL.
 ML0362'AT FARWELL, HOWARD COUNTY, 130 FEET NORTHEAST OF THE NORTHEAST
 ML0362'CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 ML0362'AT A ROAD CROSSING, 39 FEET EAST OF THE CENTERLINE OF THE ROAD,
 ML0362'AND 16 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD
 ML0362'DISK, STAMPED E 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0171 ***********************************************************************
 ML0171  CBN         -  This is a Cooperative Base Network Control Station.
 ML0171  DESIGNATION -  E 118
 ML0171  PID         -  ML0171
 ML0171  STATE/COUNTY-  NE/GREELEY
 ML0171  USGS QUAD   -  WOLBACH (1954)
 ML0171
 ML0171                         *CURRENT SURVEY CONTROL
 ML0171  ___________________________________________________________________
 ML0171* NAD 83(1995)-  41 27 29.32276(N)    098 25 46.55896(W)     ADJUSTED  
 ML0171* NAVD 88     -       593.741  (meters)    1947.97   (feet)  ADJUSTED  
 ML0171  ___________________________________________________________________
 ML0171  X           -    -701,816.756 (meters)                     COMP
 ML0171  Y           -  -4,735,763.165 (meters)                     COMP
 ML0171  Z           -   4,201,066.485 (meters)                     COMP
 ML0171  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 ML0171  ELLIP HEIGHT-         569.26  (meters)          (07/10/01) GPS OBS
 ML0171  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML0171  DYNAMIC HT  -         593.457 (meters)    1947.03  (feet)  COMP
 ML0171  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 ML0171
 ML0171  HORZ ORDER  -  B
 ML0171  VERT ORDER  -  SECOND    CLASS 0
 ML0171  ELLP ORDER  -  FOURTH    CLASS I
 ML0171
 ML0171.The horizontal coordinates were established by GPS observations
 ML0171.and adjusted by the National Geodetic Survey in June 1996..
 ML0171
 ML0171.The orthometric height was determined by differential leveling
 ML0171.and adjusted by the National Geodetic Survey in June 1991..
 ML0171
 ML0171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0171
 ML0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML0171
 ML0171.The ellipsoidal height was determined by GPS observations
 ML0171.and is referenced to NAD 83.
 ML0171
 ML0171.The geoid height was determined by GEOID03.
 ML0171
 ML0171.The dynamic height is computed by dividing the NAVD 88
 ML0171.geopotential number by the normal gravity value computed on the
 ML0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0171.degrees latitude (g = 980.6199 gals.).
 ML0171
 ML0171.The modeled gravity was interpolated from observed gravity values.
 ML0171
 ML0171;                    North         East     Units Scale Factor Converg.
 ML0171;SPC NE       -   181,586.273   631,154.836   MT  0.99965894   +1 02 26.5
 ML0171;UTM  14      - 4,589,774.553   547,637.927   MT  0.99962793   +0 22 39.6
 ML0171
 ML0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0171!SPC NE       -   0.99991072  x   0.99965894  =   0.99956969
 ML0171!UTM  14      -   0.99991072  x   0.99962793  =   0.99953868
 ML0171
 ML0171                          SUPERSEDED SURVEY CONTROL
 ML0171
 ML0171  ELLIP H (06/25/96)  569.32   (m)                       GP(       ) 1 1
 ML0171  NAVD 88 (06/25/96)  593.74   (m)         1948.0    (f) LEVELING    3  
 ML0171  NGVD 29 (??/??/92)  593.505  (m)         1947.19   (f) ADJ UNCH    2 0
 ML0171
 ML0171.Superseded values are not recommended for survey control.
 ML0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0171.See file dsdata.txt to determine how the superseded data were derived.
 ML0171
 ML0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4763889775(NAD 83)
 ML0171_MARKER: DB = BENCH MARK DISK
 ML0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0171_STAMPING: E 118 1935
 ML0171_MARK LOGO: CGS   
 ML0171_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0171+STABILITY: SURFACE MOTION
 ML0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0171+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 ML0171
 ML0171  HISTORY     - Date     Condition        Report By
 ML0171  HISTORY     - 1935     MONUMENTED       CGS
 ML0171  HISTORY     - 19950607 GOOD             NGS
 ML0171  HISTORY     - 20000605 GOOD             NEDR
 ML0171
 ML0171                          STATION DESCRIPTION
 ML0171
 ML0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0171'17.5 MI N FROM ST PAUL.
 ML0171'ALONG U.S. HIGHWAY NO. 281 BETWEEN ST. PAUL AND SPALDING, BETWEEN
 ML0171'TWO HILLS, AND ABOUT MIDWAY BETWEEN TWO CULVERTS, 225 FEET SOUTH
 ML0171'OF THE SOUTH END OF THE NORTH CONCRETE CULVERT, 204 FEET NORTH
 ML0171'OF THE NORTH END OF THE SOUTH CULVERT, 36 FEET WEST OF THE CENTER
 ML0171'LINE OF THE HIGHWAY, 1.5 FEET EAST OF THE RIGHT OF WAY FENCE.
 ML0171
 ML0171                          STATION RECOVERY (1995)
 ML0171
 ML0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0171'THE MARK IS LOCATED ABOUT 6.75 MI (10.86 KM) SOUTHEAST OF GREELEY, 4.5
 ML0171'MI (7.2 KM) NORTHWEST OF WOLBACH, 5.5 MI (8.9 KM) SOUTH OF STATE
 ML0171'HIGHWAY 56, ON THE WEST RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD AND IN
 ML0171'THE SE1/4, SEC11, T17N, R10W.  TO REACH THE MARK FROM THE JUNCTION OF
 ML0171'U.S. HIGHWAY 281 AND STATE HIGHWAY 22, ABOUT 2.5 MI (4.0 KM) WEST OF
 ML0171'WOLBACH, GO EAST ON HIGHWAY 22 FOR 0.7 MI (1.1 KM) TO A GRAVELED SIDE
 ML0171'ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR
 ML0171'4.45 MI (7.16 KM) TO THE MARK ON THE LEFT, JUST EAST OF A SMALL,
 ML0171'NARROW POND AND ABOUT 125 FT (38.1 M) NORTHEAST OF THE CENTER OF THE
 ML0171'DAM.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 ML0171'IS FLUSH WITH THE GROUND.  IT IS 207.0 FT (63.1 M) SOUTH OF A
 ML0171'HALF-SECTION FENCE LINE LEADING WEST, 92.6 FT (28.2 M) WEST-NORTHWEST
 ML0171'OF THE NORTH GATEPOST OF A GATE ON THE EAST SIDE OF THE ROAD, 63.2 FT
 ML0171'(19.3 M) NORTH OF A UTILITY POLE, 32.5 FT (9.9 M) WEST OF THE
 ML0171'CENTERLINE OF THE ROAD, 1.9 FT (0.6 M) EAST OF THE WEST RIGHT-OF-WAY
 ML0171'FENCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST AND ABOUT 2.5 FT (0.8 M)
 ML0171'LOWER THAN THE ROAD.  REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE
 ML0171'MARK.
 ML0171
 ML0171                          STATION RECOVERY (2000)
 ML0171
 ML0171'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 ML0171'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1100 ***********************************************************************
 LF1100  DESIGNATION -  E 12
 LF1100  PID         -  LF1100
 LF1100  STATE/COUNTY-  NE/OTOE
 LF1100  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1100
 LF1100                         *CURRENT SURVEY CONTROL
 LF1100  ___________________________________________________________________
 LF1100* NAD 83(1986)-  40 39 00.     (N)    095 58 23.     (W)     SCALED    
 LF1100* NAVD 88     -       331.042  (meters)    1086.09   (feet)  ADJUSTED  
 LF1100  ___________________________________________________________________
 LF1100  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 LF1100  DYNAMIC HT  -         330.866 (meters)    1085.52  (feet)  COMP
 LF1100  MODELED GRAV-     980,084.6   (mgal)                       NAVD 88
 LF1100
 LF1100  VERT ORDER  -  FIRST     CLASS II
 LF1100
 LF1100.The horizontal coordinates were scaled from a topographic map and have
 LF1100.an estimated accuracy of +/- 6 seconds.
 LF1100
 LF1100.The orthometric height was determined by differential leveling
 LF1100.and adjusted by the National Geodetic Survey in June 1991..
 LF1100
 LF1100.The geoid height was determined by GEOID03.
 LF1100
 LF1100.The dynamic height is computed by dividing the NAVD 88
 LF1100.geopotential number by the normal gravity value computed on the
 LF1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1100.degrees latitude (g = 980.6199 gals.).
 LF1100
 LF1100.The modeled gravity was interpolated from observed gravity values.
 LF1100
 LF1100;                    North         East    Units  Estimated Accuracy
 LF1100;SPC NE       -    98,600.      840,390.      MT  (+/- 180 meters Scaled)
 LF1100
 LF1100                          SUPERSEDED SURVEY CONTROL
 LF1100
 LF1100  NGVD 29 (??/??/92)  330.920  (m)         1085.69   (f) ADJ UNCH    1 2
 LF1100
 LF1100.Superseded values are not recommended for survey control.
 LF1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1100.See file dsdata.txt to determine how the superseded data were derived.
 LF1100
 LF1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF486041(NAD 83)
 LF1100_MARKER: DB = BENCH MARK DISK
 LF1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1100_STAMPING: 1085.195 E 12 1933
 LF1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1100+STABILITY: SURFACE MOTION
 LF1100
 LF1100  HISTORY     - Date     Condition        Report By
 LF1100  HISTORY     - 1933     MONUMENTED       CGS
 LF1100  HISTORY     - 1947     GOOD             NGS
 LF1100  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LF1100
 LF1100                          STATION DESCRIPTION
 LF1100
 LF1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF1100'3.2 MI SE FROM DUNBAR.
 LF1100'3.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF1100'RAILROAD FROM THE STATION AT DUNBAR, OTOE COUNTY, 0.3 MILE EAST
 LF1100'OF MILEPOST 13, AT A ROAD CROSSING, 46 FEET WEST OF THE CENTERLINE
 LF1100'OF THE ROAD, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND AT
 LF1100'A FENCE.  A STANDARD DISK, STAMPED 1085.195 E 12 1933 AND SET IN
 LF1100'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LF1100
 LF1100                          STATION RECOVERY (1991)
 LF1100
 LF1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF1100'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0140 ***********************************************************************
 MM0140  DESIGNATION -  E 120
 MM0140  PID         -  MM0140
 MM0140  STATE/COUNTY-  NE/LOGAN
 MM0140  USGS QUAD   -  STAPLETON (1972)
 MM0140
 MM0140                         *CURRENT SURVEY CONTROL
 MM0140  ___________________________________________________________________
 MM0140* NAD 83(1986)-  41 29 05.     (N)    100 30 46.     (W)     SCALED    
 MM0140* NAVD 88     -       881.133  (meters)    2890.85   (feet)  ADJUSTED  
 MM0140  ___________________________________________________________________
 MM0140  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 MM0140  DYNAMIC HT  -         880.646 (meters)    2889.25  (feet)  COMP
 MM0140  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 MM0140
 MM0140  VERT ORDER  -  SECOND    CLASS 0
 MM0140
 MM0140.The horizontal coordinates were scaled from a topographic map and have
 MM0140.an estimated accuracy of +/- 6 seconds.
 MM0140
 MM0140.The orthometric height was determined by differential leveling
 MM0140.and adjusted by the National Geodetic Survey in June 1991..
 MM0140
 MM0140.The geoid height was determined by GEOID03.
 MM0140
 MM0140.The dynamic height is computed by dividing the NAVD 88
 MM0140.geopotential number by the normal gravity value computed on the
 MM0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0140.degrees latitude (g = 980.6199 gals.).
 MM0140
 MM0140.The modeled gravity was interpolated from observed gravity values.
 MM0140
 MM0140;                    North         East    Units  Estimated Accuracy
 MM0140;SPC NE       -   183,470.      457,190.      MT  (+/- 180 meters Scaled)
 MM0140
 MM0140                          SUPERSEDED SURVEY CONTROL
 MM0140
 MM0140  NGVD 29 (??/??/92)  880.830  (m)         2889.86   (f) ADJ UNCH    2 0
 MM0140
 MM0140.Superseded values are not recommended for survey control.
 MM0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0140.See file dsdata.txt to determine how the superseded data were derived.
 MM0140
 MM0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL737936(NAD 83)
 MM0140_MARKER: DB = BENCH MARK DISK
 MM0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0140_STAMPING: E 120 1934
 MM0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0140+STABILITY: SURFACE MOTION
 MM0140
 MM0140  HISTORY     - Date     Condition        Report By
 MM0140  HISTORY     - 1934     MONUMENTED       CGS
 MM0140  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0140
 MM0140                          STATION DESCRIPTION
 MM0140
 MM0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0140'AT STAPLETON.
 MM0140'AT STAPLETON, LOGAN COUNTY, ABOUT 185 FEET SOUTHEAST OF THE
 MM0140'SOUTHEAST CORNER OF THE UNION PACIFIC RAILROAD STATION, AT A
 MM0140'ROAD CROSSING, ABOUT 60 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 MM0140'TRACK, AND 40.7 FEET EAST OF THE CENTER LINE OF THE ROAD.  A
 MM0140'STANDARD DISK, STAMPED E 120 1934 AND SET IN THE TOP OF A CONCRETE
 MM0140'POST.
 MM0140
 MM0140                          STATION RECOVERY (1972)
 MM0140
 MM0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0547 ***********************************************************************
 ML0547  DESIGNATION -  E 121
 ML0547  PID         -  ML0547
 ML0547  STATE/COUNTY-  NE/WHEELER
 ML0547  USGS QUAD   -  BARTLETT (1985)
 ML0547
 ML0547                         *CURRENT SURVEY CONTROL
 ML0547  ___________________________________________________________________
 ML0547* NAD 83(1986)-  41 53 03.     (N)    098 33 14.     (W)     SCALED    
 ML0547* NAVD 88     -       664.462  (meters)    2179.99   (feet)  ADJUSTED  
 ML0547  ___________________________________________________________________
 ML0547  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ML0547  DYNAMIC HT  -         664.164 (meters)    2179.01  (feet)  COMP
 ML0547  MODELED GRAV-     980,151.5   (mgal)                       NAVD 88
 ML0547
 ML0547  VERT ORDER  -  SECOND    CLASS 0
 ML0547
 ML0547.The horizontal coordinates were scaled from a topographic map and have
 ML0547.an estimated accuracy of +/- 6 seconds.
 ML0547
 ML0547.The orthometric height was determined by differential leveling
 ML0547.and adjusted by the National Geodetic Survey in June 1991..
 ML0547.WARNING-Repeat measurements at this control monument indicate possible
 ML0547.vertical movement.
 ML0547
 ML0547.The geoid height was determined by GEOID03.
 ML0547
 ML0547.The dynamic height is computed by dividing the NAVD 88
 ML0547.geopotential number by the normal gravity value computed on the
 ML0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0547.degrees latitude (g = 980.6199 gals.).
 ML0547
 ML0547.The modeled gravity was interpolated from observed gravity values.
 ML0547
 ML0547;                    North         East    Units  Estimated Accuracy
 ML0547;SPC NE       -   228,700.      619,980.      MT  (+/- 180 meters Scaled)
 ML0547
 ML0547                          SUPERSEDED SURVEY CONTROL
 ML0547
 ML0547  NGVD 29 (??/??/92)  664.235  (m)         2179.24   (f) ADJ UNCH    2 0
 ML0547
 ML0547.Superseded values are not recommended for survey control.
 ML0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0547.See file dsdata.txt to determine how the superseded data were derived.
 ML0547
 ML0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM370370(NAD 83)
 ML0547_MARKER: DB = BENCH MARK DISK
 ML0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0547_STAMPING: E-121 1935
 ML0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0547+STABILITY: SURFACE MOTION
 ML0547
 ML0547  HISTORY     - Date     Condition        Report By
 ML0547  HISTORY     - 1935     MONUMENTED       CGS
 ML0547  HISTORY     - 1938     GOOD             NGS
 ML0547  HISTORY     - 1945     GOOD             NGS
 ML0547
 ML0547                          STATION DESCRIPTION
 ML0547
 ML0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0547'IN BARTLETT.
 ML0547'IN THE TOWN OF BARTLETT, AT THE WHEELER CO. COURT HOUSE, IN THE
 ML0547'COURT HOUSE YARD, 104.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 ML0547'THE COURT HOUSE, 86.5 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 ML0547'STREET, 54.3 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET, 3.0
 ML0547'FEET ABOVE THE LEVEL OF THE STREETS.  A STANDARD DISK SET HORIZONTAL
 ML0547'IN A PRECAST CONCRETE POST.
 ML0547
 ML0547                          STATION RECOVERY (1945)
 ML0547
 ML0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 ML0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0233 ***********************************************************************
 NN0233  DESIGNATION -  E 123
 NN0233  PID         -  NN0233
 NN0233  STATE/COUNTY-  NE/HOLT
 NN0233  USGS QUAD   -  O'NEILL (1986)
 NN0233
 NN0233                         *CURRENT SURVEY CONTROL
 NN0233  ___________________________________________________________________
 NN0233* NAD 83(1986)-  42 23 47.     (N)    098 39 06.     (W)     SCALED    
 NN0233* NAVD 88     -       608.041  (meters)    1994.88   (feet)  ADJUSTED  
 NN0233  ___________________________________________________________________
 NN0233  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 NN0233  DYNAMIC HT  -         607.810 (meters)    1994.12  (feet)  COMP
 NN0233  MODELED GRAV-     980,221.2   (mgal)                       NAVD 88
 NN0233
 NN0233  VERT ORDER  -  SECOND    CLASS 0
 NN0233
 NN0233.The horizontal coordinates were scaled from a topographic map and have
 NN0233.an estimated accuracy of +/- 6 seconds.
 NN0233
 NN0233.The orthometric height was determined by differential leveling
 NN0233.and adjusted by the National Geodetic Survey in June 1991..
 NN0233.WARNING-Repeat measurements at this control monument indicate possible
 NN0233.vertical movement.
 NN0233
 NN0233.The geoid height was determined by GEOID03.
 NN0233
 NN0233.The dynamic height is computed by dividing the NAVD 88
 NN0233.geopotential number by the normal gravity value computed on the
 NN0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0233.degrees latitude (g = 980.6199 gals.).
 NN0233
 NN0233.The modeled gravity was interpolated from observed gravity values.
 NN0233
 NN0233;                    North         East    Units  Estimated Accuracy
 NN0233;SPC NE       -   285,440.      610,990.      MT  (+/- 180 meters Scaled)
 NN0233
 NN0233                          SUPERSEDED SURVEY CONTROL
 NN0233
 NN0233  NGVD 29 (??/??/92)  607.849  (m)         1994.25   (f) ADJ UNCH    2 0
 NN0233
 NN0233.Superseded values are not recommended for survey control.
 NN0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0233.See file dsdata.txt to determine how the superseded data were derived.
 NN0233
 NN0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM286938(NAD 83)
 NN0233_MARKER: DB = BENCH MARK DISK
 NN0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0233_STAMPING: E-123 1935
 NN0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0233+STABILITY: SURFACE MOTION
 NN0233
 NN0233  HISTORY     - Date     Condition        Report By
 NN0233  HISTORY     - 1935     MONUMENTED       CGS
 NN0233  HISTORY     - 1938     GOOD             NGS
 NN0233
 NN0233                          STATION DESCRIPTION
 NN0233
 NN0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NN0233'4.2 MI S FROM O NEILL.
 NN0233'4.2 MILES SOUTH OF THE COURTHOUSE AT O NEILL, ALONG U.S. HIGHWAY
 NN0233'NO. 281 BETWEEN O NEILL AND BARTLETT, IN THE SOUTHWEST CORNER
 NN0233'OF A RECTANGULAR WOODED SECTION, 36.8 FEET EAST OF THE CENTER
 NN0233'OF THE HIGHWAY, 2.0 FEET NORTH OF AN EAST-WEST FENCE.  A STANDARD
 NN0233'DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0234 ***********************************************************************
 NN0234  DESIGNATION -  E 123 RESET
 NN0234  PID         -  NN0234
 NN0234  STATE/COUNTY-  NE/HOLT
 NN0234  USGS QUAD   -  O'NEILL (1986)
 NN0234
 NN0234                         *CURRENT SURVEY CONTROL
 NN0234  ___________________________________________________________________
 NN0234* NAD 83(1986)-  42 23 47.     (N)    098 39 05.     (W)     SCALED    
 NN0234* NAVD 88     -       608.04   (meters)    1994.9    (feet)  RESET     
 NN0234  ___________________________________________________________________
 NN0234  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 NN0234
 NN0234  VERT ORDER  -  THIRD
 NN0234
 NN0234.The horizontal coordinates were scaled from a topographic map and have
 NN0234.an estimated accuracy of +/- 6 seconds.
 NN0234
 NN0234.The orthometric height was computed from unverified reset data.
 NN0234
 NN0234.The geoid height was determined by GEOID03.
 NN0234
 NN0234;                    North         East    Units  Estimated Accuracy
 NN0234;SPC NE       -   285,440.      611,010.      MT  (+/- 180 meters Scaled)
 NN0234
 NN0234                          SUPERSEDED SURVEY CONTROL
 NN0234
 NN0234  NGVD 29 (??/??/??)  607.84   (m)         1994.2    (f) RESET       3  
 NN0234
 NN0234.Superseded values are not recommended for survey control.
 NN0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0234.See file dsdata.txt to determine how the superseded data were derived.
 NN0234
 NN0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM286938(NAD 83)
 NN0234_MARKER: DB = BENCH MARK DISK
 NN0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0234_STAMPING: E 123 RESET 1964 1935
 NN0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0234+STABILITY: SURFACE MOTION
 NN0234
 NN0234  HISTORY     - Date     Condition        Report By
 NN0234  HISTORY     - 1964     MONUMENTED       CGS
 NN0234
 NN0234                          STATION DESCRIPTION
 NN0234
 NN0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0234'4.3 MI S FROM O NEILL.
 NN0234'4.3 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF U.S.
 NN0234'HIGHWAY 281, 275, AND 20 IN O NEILL, HOLT COUNTY, 1.2 MILES NORTH
 NN0234'OF THE JUNCTION OF A GRAVEL ROAD GOING EAST TO INMAN, 60 FEET
 NN0234'EAST OF THE CENTERLINE OF U.S. HIGHWAY 281, 4 FEET NORTH OF
 NN0234'FENCE CORNER, 2 FEET SOUTH-SOUTHWEST OF NEW STEEL WITNESS POST,
 NN0234'AND 1 FOOT WEST OF A FENCE.  THE MARK IS SET IN THE TOP OF A
 NN0234'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0344 ***********************************************************************
 ML0344  DESIGNATION -  E 125
 ML0344  PID         -  ML0344
 ML0344  STATE/COUNTY-  NE/HOWARD
 ML0344  USGS QUAD   -  ELBA (1953)
 ML0344
 ML0344                         *CURRENT SURVEY CONTROL
 ML0344  ___________________________________________________________________
 ML0344* NAD 83(1986)-  41 18 28.     (N)    098 35 07.     (W)     SCALED    
 ML0344* NAVD 88     -       566.169  (meters)    1857.51   (feet)  ADJUSTED  
 ML0344  ___________________________________________________________________
 ML0344  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 ML0344  DYNAMIC HT  -         565.890 (meters)    1856.59  (feet)  COMP
 ML0344  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 ML0344
 ML0344  VERT ORDER  -  SECOND    CLASS 0
 ML0344
 ML0344.The horizontal coordinates were scaled from a topographic map and have
 ML0344.an estimated accuracy of +/- 6 seconds.
 ML0344
 ML0344.The orthometric height was determined by differential leveling
 ML0344.and adjusted by the National Geodetic Survey in June 1991..
 ML0344
 ML0344.The geoid height was determined by GEOID03.
 ML0344
 ML0344.The dynamic height is computed by dividing the NAVD 88
 ML0344.geopotential number by the normal gravity value computed on the
 ML0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0344.degrees latitude (g = 980.6199 gals.).
 ML0344
 ML0344.The modeled gravity was interpolated from observed gravity values.
 ML0344
 ML0344;                    North         East    Units  Estimated Accuracy
 ML0344;SPC NE       -   164,670.      618,430.      MT  (+/- 180 meters Scaled)
 ML0344
 ML0344                          SUPERSEDED SURVEY CONTROL
 ML0344
 ML0344  NGVD 29 (??/??/92)  565.926  (m)         1856.71   (f) ADJ UNCH    2 0
 ML0344
 ML0344.Superseded values are not recommended for survey control.
 ML0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0344.See file dsdata.txt to determine how the superseded data were derived.
 ML0344
 ML0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL347730(NAD 83)
 ML0344_MARKER: DB = BENCH MARK DISK
 ML0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0344_STAMPING: E-125 1935
 ML0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0344+STABILITY: SURFACE MOTION
 ML0344
 ML0344  HISTORY     - Date     Condition        Report By
 ML0344  HISTORY     - 1935     MONUMENTED       CGS
 ML0344  HISTORY     - 1959     GOOD             NGS
 ML0344  HISTORY     - 1980     GOOD
 ML0344
 ML0344                          STATION DESCRIPTION
 ML0344
 ML0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0344'1.8 MI NW FROM ELBA.
 ML0344'1.86 MILES NORTHWEST OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0344'RAILROAD BETWEEN ST. PAUL AND ORD, 141 FEET NORTHEAST OF THE
 ML0344'CENTER LINE OF STATE HIGHWAY 11, 47.6 FEET NORTHEAST OF THE
 ML0344'NORTHEAST RAIL OF THE MAIN TRACK, 45.5 FEET NORTH OF THE CENTER OF
 ML0344'ROAD CROSSING, AND 42.4 FEET EAST OF THE EAST END OF CATTLE GUARD
 ML0344'NO. 32.56.
 ML0344
 ML0344                          STATION RECOVERY (1959)
 ML0344
 ML0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ML0344'RECOVERED IN GOOD CONDITION.
 ML0344
 ML0344                          STATION RECOVERY (1980)
 ML0344
 ML0344'RECOVERED 1980
 ML0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0632 ***********************************************************************
 ML0632  DESIGNATION -  E 126
 ML0632  PID         -  ML0632
 ML0632  STATE/COUNTY-  NE/GARFIELD
 ML0632  USGS QUAD   -  BURWELL SE (1978)
 ML0632
 ML0632                         *CURRENT SURVEY CONTROL
 ML0632  ___________________________________________________________________
 ML0632* NAD 83(1986)-  41 50 28.     (N)    099 05 30.     (W)     SCALED    
 ML0632* NAVD 88     -       722.777  (meters)    2371.31   (feet)  ADJUSTED  
 ML0632  ___________________________________________________________________
 ML0632  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 ML0632  DYNAMIC HT  -         722.427 (meters)    2370.16  (feet)  COMP
 ML0632  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 ML0632
 ML0632  VERT ORDER  -  SECOND    CLASS 0
 ML0632
 ML0632.The horizontal coordinates were scaled from a topographic map and have
 ML0632.an estimated accuracy of +/- 6 seconds.
 ML0632
 ML0632.The orthometric height was determined by differential leveling
 ML0632.and adjusted by the National Geodetic Survey in June 1991..
 ML0632
 ML0632.The geoid height was determined by GEOID03.
 ML0632
 ML0632.The dynamic height is computed by dividing the NAVD 88
 ML0632.geopotential number by the normal gravity value computed on the
 ML0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0632.degrees latitude (g = 980.6199 gals.).
 ML0632
 ML0632.The modeled gravity was interpolated from observed gravity values.
 ML0632
 ML0632;                    North         East    Units  Estimated Accuracy
 ML0632;SPC NE       -   223,310.      575,420.      MT  (+/- 180 meters Scaled)
 ML0632
 ML0632                          SUPERSEDED SURVEY CONTROL
 ML0632
 ML0632  NGVD 29 (??/??/92)  722.508  (m)         2370.43   (f) ADJ UNCH    2 0
 ML0632
 ML0632.Superseded values are not recommended for survey control.
 ML0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0632.See file dsdata.txt to determine how the superseded data were derived.
 ML0632
 ML0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM923321(NAD 83)
 ML0632_MARKER: DB = BENCH MARK DISK
 ML0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0632_STAMPING: E126 1935
 ML0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0632+STABILITY: SURFACE MOTION
 ML0632
 ML0632  HISTORY     - Date     Condition        Report By
 ML0632  HISTORY     - 1935     MONUMENTED       CGS
 ML0632  HISTORY     - 1964     MARK NOT FOUND   NGS
 ML0632
 ML0632                          STATION DESCRIPTION
 ML0632
 ML0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 ML0632'6.2 MI NE FROM BURWELL.
 ML0632'5.7 MILES NORTH ALONG STATE HWY 11 FROM THE COUNTY COURTHOUSE
 ML0632'AT BURWELL, GARFIELD COUNTY, 200 FEET SOUTH OF A CURVE, SOUTH
 ML0632'AND WEST OF SAND HILLS, 37 FEET EAST OF THE CENTER LINE OF THE
 ML0632'HIGHWAY AND 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 ML0632'DISK STAMPED E126 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ML0632'NOTE-- THE AREA OF ITS LOCATION MAY BE REACHED FROM THE
 ML0632'COURTHOUSE IN BURWELL BY GOING EAST FOR 0.5 MILE TO STATE
 ML0632'HIGHWAYS 11 AND 91, TURN LEFT AND GO NORTH ON STATE HIGHWAYS
 ML0632'11 AND 91 FOR 0.2 MILE TO BRIDGE OVER THE LOUP RIVER, CONTINUE
 ML0632'NORTH AND EAST ON STATE HIGHWAYS 11 AND 91 FOR 1.1 MILES
 ML0632'TO THEIR JUNCTION, THEN TURN LEFT AND GO NORTH ON STATE HIGHWAY
 ML0632'11 FOR 4.4 MILES TO THE AREA OF THE OLD HIGHWAY AND THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0262 ***********************************************************************
 NN0262  DESIGNATION -  E 127
 NN0262  PID         -  NN0262
 NN0262  STATE/COUNTY-  NE/HOLT
 NN0262  USGS QUAD   -  EMMET NW (1986)
 NN0262
 NN0262                         *CURRENT SURVEY CONTROL
 NN0262  ___________________________________________________________________
 NN0262* NAD 83(1986)-  42 29 35.     (N)    098 58 15.     (W)     SCALED    
 NN0262* NAVD 88     -       636.172  (meters)    2087.17   (feet)  ADJUSTED  
 NN0262  ___________________________________________________________________
 NN0262  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 NN0262  DYNAMIC HT  -         635.919 (meters)    2086.34  (feet)  COMP
 NN0262  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 NN0262
 NN0262  VERT ORDER  -  SECOND    CLASS 0
 NN0262
 NN0262.The horizontal coordinates were scaled from a topographic map and have
 NN0262.an estimated accuracy of +/- 6 seconds.
 NN0262
 NN0262.The orthometric height was determined by differential leveling
 NN0262.and adjusted by the National Geodetic Survey in June 1991..
 NN0262
 NN0262.The geoid height was determined by GEOID03.
 NN0262
 NN0262.The dynamic height is computed by dividing the NAVD 88
 NN0262.geopotential number by the normal gravity value computed on the
 NN0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0262.degrees latitude (g = 980.6199 gals.).
 NN0262
 NN0262.The modeled gravity was interpolated from observed gravity values.
 NN0262
 NN0262;                    North         East    Units  Estimated Accuracy
 NN0262;SPC NE       -   295,820.      584,590.      MT  (+/- 180 meters Scaled)
 NN0262
 NN0262                          SUPERSEDED SURVEY CONTROL
 NN0262
 NN0262  NGVD 29 (??/??/92)  635.947  (m)         2086.44   (f) ADJ UNCH    2 0
 NN0262
 NN0262.Superseded values are not recommended for survey control.
 NN0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0262.See file dsdata.txt to determine how the superseded data were derived.
 NN0262
 NN0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN023045(NAD 83)
 NN0262_MARKER: DB = BENCH MARK DISK
 NN0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0262_STAMPING: E-127-1935
 NN0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0262+STABILITY: SURFACE MOTION
 NN0262
 NN0262  HISTORY     - Date     Condition        Report By
 NN0262  HISTORY     - 1935     MONUMENTED       CGS
 NN0262
 NN0262                          STATION DESCRIPTION
 NN0262
 NN0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0262'2.8 MI S FROM ATKINSON.
 NN0262'2.8 MILES SOUTH OF POST OFFICE BY HIGHWAY.  ALONG STATE HIGHWAY
 NN0262'11 BETWEEN BURWELL AND ATKINSON, 42 FEET WEST OF THE CENTER
 NN0262'LINE OF HIGHWAY, 36 FEET SOUTH OF THE CENTER LINE OF CROSS ROAD,
 NN0262'18 FEET SOUTH OF THE SOUTHWEST CORNER OF CULVERT ON CROSS ROAD,
 NN0262'3.5 FEET WEST OF CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0263 ***********************************************************************
 NN0263  DESIGNATION -  E 127 RESET
 NN0263  PID         -  NN0263
 NN0263  STATE/COUNTY-  NE/HOLT
 NN0263  USGS QUAD   -  EMMET NW (1986)
 NN0263
 NN0263                         *CURRENT SURVEY CONTROL
 NN0263  ___________________________________________________________________
 NN0263* NAD 83(1986)-  42 29 35.     (N)    098 58 16.     (W)     SCALED    
 NN0263* NAVD 88     -       636.26   (meters)    2087.5    (feet)  RESET     
 NN0263  ___________________________________________________________________
 NN0263  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 NN0263
 NN0263  VERT ORDER  -  THIRD
 NN0263
 NN0263.The horizontal coordinates were scaled from a topographic map and have
 NN0263.an estimated accuracy of +/- 6 seconds.
 NN0263
 NN0263.The orthometric height was computed from unverified reset data.
 NN0263
 NN0263.The geoid height was determined by GEOID03.
 NN0263
 NN0263;                    North         East    Units  Estimated Accuracy
 NN0263;SPC NE       -   295,820.      584,570.      MT  (+/- 180 meters Scaled)
 NN0263
 NN0263                          SUPERSEDED SURVEY CONTROL
 NN0263
 NN0263.No superseded survey control is available for this station.
 NN0263
 NN0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN023045(NAD 83)
 NN0263_MARKER: DB = BENCH MARK DISK
 NN0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0263_STAMPING: E 127 1935 RESET 1954
 NN0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0263+STABILITY: SURFACE MOTION
 NN0263
 NN0263  HISTORY     - Date     Condition        Report By
 NN0263  HISTORY     - 1954     MONUMENTED       CGS
 NN0263  HISTORY     - 1964     GOOD             NGS
 NN0263
 NN0263                          STATION DESCRIPTION
 NN0263
 NN0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NN0263'2.5 MI S FROM ATKINSON.
 NN0263'2.8 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 NN0263'ATKINSON, AT A ROAD INTERSECTION, 48 FEET SOUTH OF THE CENTER
 NN0263'LINE OF THE ROAD, 110 FEET WEST OF THE CENTER LINE OF THE
 NN0263'HIGHWAY, 12 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT EAST OF
 NN0263'THE FENCE.  A STANDARD DISK, STAMPED E 27 1935 RESET 1954 AND SET
 NN0263'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NN0263'NOTE-- THE MARK IS 2.5 MILES SOUTH ALONG STATE HIGHWAY 11 FROM
 NN0263'THE CHICAGO AND NORTHWESTERN RAILROAD CROSSING IN ATKINSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0132 ***********************************************************************
 NN0132  DESIGNATION -  E 128
 NN0132  PID         -  NN0132
 NN0132  STATE/COUNTY-  NE/ANTELOPE
 NN0132  USGS QUAD   -  CLEARWATER (1986)
 NN0132
 NN0132                         *CURRENT SURVEY CONTROL
 NN0132  ___________________________________________________________________
 NN0132* NAD 83(1986)-  42 09 50.     (N)    098 07 33.     (W)     SCALED    
 NN0132* NAVD 88     -       536.824  (meters)    1761.23   (feet)  ADJUSTED  
 NN0132  ___________________________________________________________________
 NN0132  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 NN0132  DYNAMIC HT  -         536.609 (meters)    1760.52  (feet)  COMP
 NN0132  MODELED GRAV-     980,204.0   (mgal)                       NAVD 88
 NN0132
 NN0132  VERT ORDER  -  SECOND    CLASS 0
 NN0132
 NN0132.The horizontal coordinates were scaled from a topographic map and have
 NN0132.an estimated accuracy of +/- 6 seconds.
 NN0132
 NN0132.The orthometric height was determined by differential leveling
 NN0132.and adjusted by the National Geodetic Survey in June 1991..
 NN0132
 NN0132.The geoid height was determined by GEOID03.
 NN0132
 NN0132.The dynamic height is computed by dividing the NAVD 88
 NN0132.geopotential number by the normal gravity value computed on the
 NN0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0132.degrees latitude (g = 980.6199 gals.).
 NN0132
 NN0132.The modeled gravity was interpolated from observed gravity values.
 NN0132
 NN0132;                    North         East    Units  Estimated Accuracy
 NN0132;SPC NE       -   260,440.      654,820.      MT  (+/- 180 meters Scaled)
 NN0132
 NN0132                          SUPERSEDED SURVEY CONTROL
 NN0132
 NN0132  NGVD 29 (??/??/92)  536.621  (m)         1760.56   (f) ADJ UNCH    2 0
 NN0132
 NN0132.Superseded values are not recommended for survey control.
 NN0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0132.See file dsdata.txt to determine how the superseded data were derived.
 NN0132
 NN0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM722683(NAD 83)
 NN0132_MARKER: DB = BENCH MARK DISK
 NN0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0132_STAMPING: E 128 1935
 NN0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0132+STABILITY: SURFACE MOTION
 NN0132
 NN0132  HISTORY     - Date     Condition        Report By
 NN0132  HISTORY     - 1935     MONUMENTED       CGS
 NN0132  HISTORY     - 1962     MARK NOT FOUND   NGS
 NN0132
 NN0132                          STATION DESCRIPTION
 NN0132
 NN0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0132'3.4 MI SE FROM CLEARWATER.
 NN0132'3.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0132'FROM THE STATION AT CLEARWATER, ANTELOPE COUNTY, 734 FEET WEST
 NN0132'OF THE NORTHWEST CORNER OF TRESTLE 232, 65 FEET NORTHWEST OF THE
 NN0132'CENTER OF A ROAD CROSSING, 63.2 FEET NORTHWEST OF THE NORTHWEST
 NN0132'RAIL OF THE MAIN TRACK, 29.7 FEET WEST OF THE NORTHWEST CORNER
 NN0132'OF A HIGHWAY BRIDGE, AND 2.1 FEET WEST OF A RIGHT-OF-WAY FENCE
 NN0132'CORNER.  A STANDARD DISK, STAMPED E 128 1935 AND SET IN THE TOP
 NN0132'OF A CONCRETE POST.
 NN0132
 NN0132                          STATION RECOVERY (1962)
 NN0132
 NN0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NN0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0313 ***********************************************************************
 LG0313  DESIGNATION -  E 13
 LG0313  PID         -  LG0313
 LG0313  STATE/COUNTY-  NE/LANCASTER
 LG0313  USGS QUAD   -  LINCOLN (1980)
 LG0313
 LG0313                         *CURRENT SURVEY CONTROL
 LG0313  ___________________________________________________________________
 LG0313* NAD 83(1986)-  40 48 29.     (N)    096 43 00.     (W)     SCALED    
 LG0313* NAVD 88     -       350.776  (meters)    1150.84   (feet)  ADJUSTED  
 LG0313  ___________________________________________________________________
 LG0313  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 LG0313  DYNAMIC HT  -         350.620 (meters)    1150.33  (feet)  COMP
 LG0313  MODELED GRAV-     980,169.8   (mgal)                       NAVD 88
 LG0313
 LG0313  VERT ORDER  -  FIRST     CLASS II
 LG0313
 LG0313.The horizontal coordinates were scaled from a topographic map and have
 LG0313.an estimated accuracy of +/- 6 seconds.
 LG0313
 LG0313.The orthometric height was determined by differential leveling
 LG0313.and adjusted by the National Geodetic Survey in May 1993..
 LG0313
 LG0313.The geoid height was determined by GEOID03.
 LG0313
 LG0313.The dynamic height is computed by dividing the NAVD 88
 LG0313.geopotential number by the normal gravity value computed on the
 LG0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0313.degrees latitude (g = 980.6199 gals.).
 LG0313
 LG0313.The modeled gravity was interpolated from observed gravity values.
 LG0313
 LG0313;                    North         East    Units  Estimated Accuracy
 LG0313;SPC NE       -   113,480.      776,900.      MT  (+/- 180 meters Scaled)
 LG0313
 LG0313                          SUPERSEDED SURVEY CONTROL
 LG0313
 LG0313  NAVD 88 (06/15/91)  350.798  (m)         1150.91   (f) UNKNOWN     1 2
 LG0313  NGVD 29 (??/??/92)  350.698  (m)         1150.58   (f) ADJ UNCH    1 2
 LG0313
 LG0313.Superseded values are not recommended for survey control.
 LG0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0313.See file dsdata.txt to determine how the superseded data were derived.
 LG0313
 LG0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL925199(NAD 83)
 LG0313_MARKER: DB = BENCH MARK DISK
 LG0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0313_SP_SET: CONCRETE POST
 LG0313_STAMPING: E 13 1933 1150.191
 LG0313_MARK LOGO: CGS   
 LG0313_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0313+STABILITY: SURFACE MOTION
 LG0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0313+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 LG0313
 LG0313  HISTORY     - Date     Condition        Report By
 LG0313  HISTORY     - 1933     MONUMENTED       CGS
 LG0313  HISTORY     - 1940     GOOD             NGS
 LG0313  HISTORY     - 19911022 GOOD             NGS
 LG0313  HISTORY     - 20050207 GOOD             GEOCAC
 LG0313
 LG0313                          STATION DESCRIPTION
 LG0313
 LG0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0313'AT LINCOLN.
 LG0313'AT LINCOLN, LANCASTER COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0313'QUINCY RAILROAD, IN THE WEST PART OF TOWN, 0.5 MILE SOUTHWEST
 LG0313'OF THE STATION, 250 FEET SOUTH OF AN INTERLOCKING SWITCH TOWER,
 LG0313'40 FEET NORTH OF A ROAD CROSSING, AND 15 FEET EAST OF THE
 LG0313'CENTERLINE OF THE WEST MAIN TRACK.  A STANDARD DISK, STAMPED
 LG0313'1150.191 E 13 1933 AND SET IN THE TOP OF A CONCRETE POST
 LG0313'PROJECTING 0.3 FOOT ABOVE GROUND.
 LG0313
 LG0313                          STATION RECOVERY (1991)
 LG0313
 LG0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0313'IN LINCOLN, AT THE INTERSECTION OF J STREET AND THE BURLINGTON
 LG0313'NORTHERN RAILROAD, 95.0 M (311.7 FT) WEST OF THE CENTERLINE OF THE
 LG0313'NORTHBOUND LANES OF SOUTH 4TH STREET, 10.0 M (32.8 FT) NORTH OF THE
 LG0313'CENTER OF J STREET, 3.5 M (11.5 FT) SOUTHEAST OF THE NEAR RAIL, 2.0 M
 LG0313'(6.6 FT) NORTHWEST OF A UTILITY BRACE POST WITH A GUY CABLE, 0.3 M
 LG0313'(1.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A
 LG0313'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LG0313
 LG0313                          STATION RECOVERY (2005)
 LG0313
 LG0313'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG0313'IN LINCOLN, AT THE INTERSECTION OF J STREET AND THE BURLINGTON
 LG0313'NORTHERN SANTE FE RAILROAD, 95.0 M (311.7 FT) WEST OF THE CENTERLINE
 LG0313'OF THE NORTHBOUND LANES OF SOUTH 4TH STREET, 21.6 M (70.9 FT)
 LG0313'SOUTHWEST FROM SOUTHWEST CORNER OF METAL EQUIPMENT SHED, 19.5 M (64.0
 LG0313'FT) WEST SOUTHWEST FROM UTILITY POEL WITH ELECTRIC METER, 10.0 M (32.8
 LG0313'FT) NORTH OF THE CENTER OF J STREET,
 LG0313'5.1 M (16.7 FT) NORTHEAST FROM NORTHEAST CORNER OF CROSSING SIGNAL
 LG0313'BASE, 3.5 M (11.5 FT) SOUTHEAST OF THE NEAR RAIL, 2.0 M (6.6 FT)
 LG0313'NORTHWEST OF A UTILITY BRACE POST WITH A GUY CABLE, 0.3 M (1.0 FT)
 LG0313'BELOW THE LEVEL OF THE TRACK, AND FLUSH WITH THE SURFACE OF THE
 LG0313'GROUND. THE WITNESS POST IS MISSING. HANDHELD COORDINATES ARE NAD 83
 LG0313'N404829.5 W0964301.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0343 ***********************************************************************
 NO0343  DESIGNATION -  E 130
 NO0343  PID         -  NO0343
 NO0343  STATE/COUNTY-  NE/CHERRY
 NO0343  USGS QUAD   -  WILD MARE LAKE NW (1990)
 NO0343
 NO0343                         *CURRENT SURVEY CONTROL
 NO0343  ___________________________________________________________________
 NO0343* NAD 83(1986)-  42 40 22.     (N)    101 40 56.     (W)     SCALED    
 NO0343* NAVD 88     -      1046.622  (meters)    3433.79   (feet)  ADJUSTED  
 NO0343  ___________________________________________________________________
 NO0343  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 NO0343  DYNAMIC HT  -        1046.127 (meters)    3432.17  (feet)  COMP
 NO0343  MODELED GRAV-     980,111.8   (mgal)                       NAVD 88
 NO0343
 NO0343  VERT ORDER  -  SECOND    CLASS 0
 NO0343
 NO0343.The horizontal coordinates were scaled from a topographic map and have
 NO0343.an estimated accuracy of +/- 6 seconds.
 NO0343
 NO0343.The orthometric height was determined by differential leveling
 NO0343.and adjusted by the National Geodetic Survey in June 1991..
 NO0343
 NO0343.The geoid height was determined by GEOID03.
 NO0343
 NO0343.The dynamic height is computed by dividing the NAVD 88
 NO0343.geopotential number by the normal gravity value computed on the
 NO0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0343.degrees latitude (g = 980.6199 gals.).
 NO0343
 NO0343.The modeled gravity was interpolated from observed gravity values.
 NO0343
 NO0343;                    North         East    Units  Estimated Accuracy
 NO0343;SPC NE       -   316,610.      362,130.      MT  (+/- 180 meters Scaled)
 NO0343
 NO0343                          SUPERSEDED SURVEY CONTROL
 NO0343
 NO0343  NGVD 29 (??/??/92) 1046.185  (m)         3432.36   (f) ADJ UNCH    2 0
 NO0343
 NO0343.Superseded values are not recommended for survey control.
 NO0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0343.See file dsdata.txt to determine how the superseded data were derived.
 NO0343
 NO0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN802279(NAD 83)
 NO0343_MARKER: DB = BENCH MARK DISK
 NO0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0343_STAMPING: E 130 1934
 NO0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0343+STABILITY: SURFACE MOTION
 NO0343
 NO0343  HISTORY     - Date     Condition        Report By
 NO0343  HISTORY     - 1934     MONUMENTED       CGS
 NO0343  HISTORY     - 1948     GOOD             NGS
 NO0343
 NO0343                          STATION DESCRIPTION
 NO0343
 NO0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0343'20.2 MI S FROM MERRIMAN.
 NO0343'20.2 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0343'COUNTY, 1.5 MILES NORTH OF THE JAMISON RANCH HOUSE, 0.7 MILE
 NO0343'NORTH OF A SCHOOLHOUSE, 34 YARDS WEST OF THE CENTERLINE OF THE
 NO0343'HIGHWAY, AND 1 FOOT NORTH OF AN EAST-AND-WEST FENCE.  A STANDARD
 NO0343'DISK, STAMPED E 130 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0343'17.2 MILES (AIR LINE) SOUTH OF MERRIMAN, 0.25 MILES SOUTH AND
 NO0343'0.7 MILE EAST OF JENSEN RANCH HOUSE, 1.2 MILES SOUTH AND 0.5
 NO0343'MILE EAST OF MAC BETH RANCH HOUSE, 0.5 MILE NORTH OF STANDARD
 NO0343'SCHOOL (NO. 138), 0.2 MILE EAST OF T-FENCE S AND QUARTER
 NO0343'CORNER BETWEEN SECS. 8 AND 17, T. 31 N., R. 37 W., 0.1 MILE EAST
 NO0343'OF WIRE GATE, 1 FOOT NORTH OF EAST-AND-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0490 ***********************************************************************
 MK0490  DESIGNATION -  E 131
 MK0490  PID         -  MK0490
 MK0490  STATE/COUNTY-  NE/WASHINGTON
 MK0490  USGS QUAD   -  ARLINGTON (1968)
 MK0490
 MK0490                         *CURRENT SURVEY CONTROL
 MK0490  ___________________________________________________________________
 MK0490* NAD 83(1986)-  41 27 02.     (N)    096 21 01.     (W)     SCALED    
 MK0490* NAVD 88     -       354.882  (meters)    1164.31   (feet)  ADJUSTED  
 MK0490  ___________________________________________________________________
 MK0490  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 MK0490  DYNAMIC HT  -         354.718 (meters)    1163.77  (feet)  COMP
 MK0490  MODELED GRAV-     980,151.0   (mgal)                       NAVD 88
 MK0490
 MK0490  VERT ORDER  -  SECOND    CLASS 0
 MK0490
 MK0490.The horizontal coordinates were scaled from a topographic map and have
 MK0490.an estimated accuracy of +/- 6 seconds.
 MK0490
 MK0490.The orthometric height was determined by differential leveling
 MK0490.and adjusted by the National Geodetic Survey in June 1991..
 MK0490
 MK0490.The geoid height was determined by GEOID03.
 MK0490
 MK0490.The dynamic height is computed by dividing the NAVD 88
 MK0490.geopotential number by the normal gravity value computed on the
 MK0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0490.degrees latitude (g = 980.6199 gals.).
 MK0490
 MK0490.The modeled gravity was interpolated from observed gravity values.
 MK0490
 MK0490;                    North         East    Units  Estimated Accuracy
 MK0490;SPC NE       -   185,990.      804,780.      MT  (+/- 180 meters Scaled)
 MK0490
 MK0490                          SUPERSEDED SURVEY CONTROL
 MK0490
 MK0490  NGVD 29 (??/??/92)  354.736  (m)         1163.83   (f) ADJ UNCH    2 0
 MK0490
 MK0490.Superseded values are not recommended for survey control.
 MK0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0490.See file dsdata.txt to determine how the superseded data were derived.
 MK0490
 MK0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL213921(NAD 83)
 MK0490_MARKER: DB = BENCH MARK DISK
 MK0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0490_STAMPING: E 131 1935
 MK0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0490+STABILITY: SURFACE MOTION
 MK0490
 MK0490  HISTORY     - Date     Condition        Report By
 MK0490  HISTORY     - 1935     MONUMENTED       CGS
 MK0490  HISTORY     - 1950     GOOD             NGS
 MK0490  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 MK0490
 MK0490                          STATION DESCRIPTION
 MK0490
 MK0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0490'IN ARLINGTON.
 MK0490'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN FREMONT,
 MK0490'NEBRASKA, AND CALIFORNIA, IOWA, JUST WEST OF THE C. AND N.W.
 MK0490'DEPOT IN ARLINGTON.  124 FEET WEST OF SEMAPHORE SIGNAL, 33.4 FEET
 MK0490'NORTH OF NORTH RAIL, AND ABOUT LEVEL WITH THE TRACKS.
 MK0490
 MK0490                          STATION RECOVERY (1950)
 MK0490
 MK0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK0490'RECOVERED IN GOOD CONDITION.
 MK0490
 MK0490                          STATION RECOVERY (1985)
 MK0490
 MK0490'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 MK0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1211 ***********************************************************************
 MK1211  DESIGNATION -  E 133
 MK1211  PID         -  MK1211
 MK1211  STATE/COUNTY-  NE/COLFAX
 MK1211  USGS QUAD   -  CLARKSON (1966)
 MK1211
 MK1211                         *CURRENT SURVEY CONTROL
 MK1211  ___________________________________________________________________
 MK1211* NAD 83(1986)-  41 43 53.     (N)    097 01 13.     (W)     SCALED    
 MK1211* NAVD 88     -       450.203  (meters)    1477.04   (feet)  ADJUSTED  
 MK1211  ___________________________________________________________________
 MK1211  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 MK1211  DYNAMIC HT  -         450.022 (meters)    1476.45  (feet)  COMP
 MK1211  MODELED GRAV-     980,207.5   (mgal)                       NAVD 88
 MK1211
 MK1211  VERT ORDER  -  SECOND    CLASS 0
 MK1211
 MK1211.The horizontal coordinates were scaled from a topographic map and have
 MK1211.an estimated accuracy of +/- 6 seconds.
 MK1211
 MK1211.The orthometric height was determined by differential leveling
 MK1211.and adjusted by the National Geodetic Survey in June 1991..
 MK1211
 MK1211.The geoid height was determined by GEOID03.
 MK1211
 MK1211.The dynamic height is computed by dividing the NAVD 88
 MK1211.geopotential number by the normal gravity value computed on the
 MK1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1211.degrees latitude (g = 980.6199 gals.).
 MK1211
 MK1211.The modeled gravity was interpolated from observed gravity values.
 MK1211
 MK1211;                    North         East    Units  Estimated Accuracy
 MK1211;SPC NE       -   215,000.      747,780.      MT  (+/- 180 meters Scaled)
 MK1211
 MK1211                          SUPERSEDED SURVEY CONTROL
 MK1211
 MK1211  NGVD 29 (??/??/92)  450.027  (m)         1476.46   (f) ADJ UNCH    2 0
 MK1211
 MK1211.Superseded values are not recommended for survey control.
 MK1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1211.See file dsdata.txt to determine how the superseded data were derived.
 MK1211
 MK1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM646218(NAD 83)
 MK1211_MARKER: DB = BENCH MARK DISK
 MK1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1211_STAMPING: E-133-1935
 MK1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1211+STABILITY: SURFACE MOTION
 MK1211
 MK1211  HISTORY     - Date     Condition        Report By
 MK1211  HISTORY     - 1935     MONUMENTED       CGS
 MK1211  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1211
 MK1211                          STATION DESCRIPTION
 MK1211
 MK1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1211'1.2 MI W FROM HOWELL.
 MK1211'1.2 MILES WEST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1211'RAILROAD BETWEEN HOOPER AND HUMPHREY, 51 FEET EAST OF THE
 MK1211'CENTER LINE OF CROSS ROAD, RAILROAD CROSSING MARKED D-47 1/2,
 MK1211'29 FEET NORTH OF THE NORTH RAIL, IN THE NORTHEAST FENCE CORNER
 MK1211'FORMED BY HIGHWAY AND RAILROAD RIGHT OF WAY FENCES, LEVEL WITH
 MK1211'THE TRACK.
 MK1211
 MK1211                          STATION RECOVERY (1965)
 MK1211
 MK1211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1274 ***********************************************************************
 MK1274  DESIGNATION -  E 134
 MK1274  PID         -  MK1274
 MK1274  STATE/COUNTY-  NE/BUTLER
 MK1274  USGS QUAD   -  BRAINARD (1965)
 MK1274
 MK1274                         *CURRENT SURVEY CONTROL
 MK1274  ___________________________________________________________________
 MK1274* NAD 83(1986)-  41 13 31.     (N)    097 01 47.     (W)     SCALED    
 MK1274* NAVD 88     -       511.586  (meters)    1678.43   (feet)  ADJUSTED  
 MK1274  ___________________________________________________________________
 MK1274  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 MK1274  DYNAMIC HT  -         511.338 (meters)    1677.61  (feet)  COMP
 MK1274  MODELED GRAV-     980,122.0   (mgal)                       NAVD 88
 MK1274
 MK1274  VERT ORDER  -  SECOND    CLASS 0
 MK1274
 MK1274.The horizontal coordinates were scaled from a topographic map and have
 MK1274.an estimated accuracy of +/- 6 seconds.
 MK1274
 MK1274.The orthometric height was determined by differential leveling
 MK1274.and adjusted by the National Geodetic Survey in June 1991..
 MK1274
 MK1274.The geoid height was determined by GEOID03.
 MK1274
 MK1274.The dynamic height is computed by dividing the NAVD 88
 MK1274.geopotential number by the normal gravity value computed on the
 MK1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1274.degrees latitude (g = 980.6199 gals.).
 MK1274
 MK1274.The modeled gravity was interpolated from observed gravity values.
 MK1274
 MK1274;                    North         East    Units  Estimated Accuracy
 MK1274;SPC NE       -   158,820.      748,920.      MT  (+/- 180 meters Scaled)
 MK1274
 MK1274                          SUPERSEDED SURVEY CONTROL
 MK1274
 MK1274  NGVD 29 (??/??/92)  511.411  (m)         1677.85   (f) ADJ UNCH    2 0
 MK1274
 MK1274.Superseded values are not recommended for survey control.
 MK1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1274.See file dsdata.txt to determine how the superseded data were derived.
 MK1274
 MK1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL651656(NAD 83)
 MK1274_MARKER: DB = BENCH MARK DISK
 MK1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1274_STAMPING: E 134 1935
 MK1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1274+STABILITY: SURFACE MOTION
 MK1274
 MK1274  HISTORY     - Date     Condition        Report By
 MK1274  HISTORY     - 1935     MONUMENTED       CGS
 MK1274  HISTORY     - 1961     GOOD             NGS
 MK1274
 MK1274                          STATION DESCRIPTION
 MK1274
 MK1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MK1274'3.8 MI NW FROM BRAINARD.
 MK1274'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1274'FROM THE RAILROAD STATION AT BRAINARD, THENCE 2.4 MILES NORTHWEST
 MK1274'ALONG THE UNION PACIFIC RAILROAD, 53.8 FEET NORTH OF MILE POLE
 MK1274'17, 17 FEET NORTH OF THE NORTH RAIL, 1.4 FEET SOUTH OF METAL
 MK1274'WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST
 MK1274'PROJECTING 3-INCHES ABOVE THE GROUND AND ABOUT 1-FOOT LOWER THAN
 MK1274'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1533 ***********************************************************************
 MK1533  DESIGNATION -  E 136
 MK1533  PID         -  MK1533
 MK1533  STATE/COUNTY-  NE/HAMILTON
 MK1533  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1533
 MK1533                         *CURRENT SURVEY CONTROL
 MK1533  ___________________________________________________________________
 MK1533* NAD 83(1986)-  41 04 41.     (N)    097 52 42.     (W)     SCALED    
 MK1533* NAVD 88     -       538.217  (meters)    1765.80   (feet)  ADJUSTED  
 MK1533  ___________________________________________________________________
 MK1533  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 MK1533  DYNAMIC HT  -         537.944 (meters)    1764.90  (feet)  COMP
 MK1533  MODELED GRAV-     980,099.3   (mgal)                       NAVD 88
 MK1533
 MK1533  VERT ORDER  -  SECOND    CLASS 0
 MK1533
 MK1533.The horizontal coordinates were scaled from a topographic map and have
 MK1533.an estimated accuracy of +/- 6 seconds.
 MK1533
 MK1533.The orthometric height was determined by differential leveling
 MK1533.and adjusted by the National Geodetic Survey in June 1991..
 MK1533
 MK1533.The geoid height was determined by GEOID03.
 MK1533
 MK1533.The dynamic height is computed by dividing the NAVD 88
 MK1533.geopotential number by the normal gravity value computed on the
 MK1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1533.degrees latitude (g = 980.6199 gals.).
 MK1533
 MK1533.The modeled gravity was interpolated from observed gravity values.
 MK1533
 MK1533;                    North         East    Units  Estimated Accuracy
 MK1533;SPC NE       -   140,380.      678,220.      MT  (+/- 180 meters Scaled)
 MK1533
 MK1533                          SUPERSEDED SURVEY CONTROL
 MK1533
 MK1533  NGVD 29 (??/??/92)  537.994  (m)         1765.07   (f) ADJ UNCH    2 0
 MK1533
 MK1533.Superseded values are not recommended for survey control.
 MK1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1533.See file dsdata.txt to determine how the superseded data were derived.
 MK1533
 MK1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL942480(NAD 83)
 MK1533_MARKER: DB = BENCH MARK DISK
 MK1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1533_STAMPING: E-136-1935
 MK1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1533+STABILITY: SURFACE MOTION
 MK1533
 MK1533  HISTORY     - Date     Condition        Report By
 MK1533  HISTORY     - 1935     MONUMENTED       CGS
 MK1533  HISTORY     - 1962     GOOD             USGS
 MK1533
 MK1533                          STATION DESCRIPTION
 MK1533
 MK1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1533'0.4 MI E FROM HORDVILLE.
 MK1533'0.4 MILES EAST OF HORDVILLE DEPOT.  ALONG THE UNION PACIFIC
 MK1533'RAILWAY BETWEEN STROMSBURG AND CENTRAL CITY, 68.3 FEET NORTH
 MK1533'OF THE NORTH RAIL, 30.5 FEET SOUTH OF THE RIGHT OF WAY FENCE,
 MK1533'7 FEET WEST OF MILEPOST NO. 68, 3 FEET BELOW THE LEVEL OF TRACK.
 MK1533'1720 FEET E OF A ROAD CROSSING.
 MK1533
 MK1533                          STATION RECOVERY (1962)
 MK1533
 MK1533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MK1533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1303 ***********************************************************************
 MK1303  DESIGNATION -  E 137
 MK1303  PID         -  MK1303
 MK1303  STATE/COUNTY-  NE/BUTLER
 MK1303  USGS QUAD   -  GARRISON (1965)
 MK1303
 MK1303                         *CURRENT SURVEY CONTROL
 MK1303  ___________________________________________________________________
 MK1303* NAD 83(1986)-  41 10 26.     (N)    097 13 32.     (W)     SCALED    
 MK1303* NAVD 88     -       486.401  (meters)    1595.80   (feet)  ADJUSTED  
 MK1303  ___________________________________________________________________
 MK1303  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 MK1303  DYNAMIC HT  -         486.171 (meters)    1595.05  (feet)  COMP
 MK1303  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 MK1303
 MK1303  VERT ORDER  -  SECOND    CLASS 0
 MK1303
 MK1303.The horizontal coordinates were scaled from a topographic map and have
 MK1303.an estimated accuracy of +/- 6 seconds.
 MK1303
 MK1303.The orthometric height was determined by differential leveling
 MK1303.and adjusted by the National Geodetic Survey in June 1991..
 MK1303
 MK1303.The geoid height was determined by GEOID03.
 MK1303
 MK1303.The dynamic height is computed by dividing the NAVD 88
 MK1303.geopotential number by the normal gravity value computed on the
 MK1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1303.degrees latitude (g = 980.6199 gals.).
 MK1303
 MK1303.The modeled gravity was interpolated from observed gravity values.
 MK1303
 MK1303;                    North         East    Units  Estimated Accuracy
 MK1303;SPC NE       -   152,570.      732,700.      MT  (+/- 180 meters Scaled)
 MK1303
 MK1303                          SUPERSEDED SURVEY CONTROL
 MK1303
 MK1303  NGVD 29 (??/??/92)  486.225  (m)         1595.22   (f) ADJ UNCH    2 0
 MK1303
 MK1303.Superseded values are not recommended for survey control.
 MK1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1303.See file dsdata.txt to determine how the superseded data were derived.
 MK1303
 MK1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL488595(NAD 83)
 MK1303_MARKER: DB = BENCH MARK DISK
 MK1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1303_STAMPING: E-137-1935
 MK1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1303+STABILITY: SURFACE MOTION
 MK1303
 MK1303  HISTORY     - Date     Condition        Report By
 MK1303  HISTORY     - 1935     MONUMENTED       CGS
 MK1303
 MK1303                          STATION DESCRIPTION
 MK1303
 MK1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1303'7.5 MI NE FROM SURPRISE.
 MK1303'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1303'AND YORK, 43 (33-FOOT) RAILS NORTHEAST OF MILEPOST NO. 49, 43.6
 MK1303'FEET NORTHWEST OF THE NORTHWEST RAIL, 4.5 FEET SOUTH OF THE
 MK1303'SNOWFENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0715 ***********************************************************************
 LG0715  DESIGNATION -  E 138
 LG0715  PID         -  LG0715
 LG0715  STATE/COUNTY-  NE/HAMILTON
 LG0715  USGS QUAD   -  HAMPTON (1968)
 LG0715
 LG0715                         *CURRENT SURVEY CONTROL
 LG0715  ___________________________________________________________________
 LG0715* NAD 83(1986)-  40 52 41.     (N)    097 53 00.     (W)     SCALED    
 LG0715* NAVD 88     -       537.427  (meters)    1763.21   (feet)  ADJUSTED  
 LG0715  ___________________________________________________________________
 LG0715  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 LG0715  DYNAMIC HT  -         537.135 (meters)    1762.25  (feet)  COMP
 LG0715  MODELED GRAV-     980,064.5   (mgal)                       NAVD 88
 LG0715
 LG0715  VERT ORDER  -  SECOND    CLASS 0
 LG0715
 LG0715.The horizontal coordinates were scaled from a topographic map and have
 LG0715.an estimated accuracy of +/- 6 seconds.
 LG0715
 LG0715.The orthometric height was determined by differential leveling
 LG0715.and adjusted by the National Geodetic Survey in June 1991..
 LG0715
 LG0715.The geoid height was determined by GEOID03.
 LG0715
 LG0715.The dynamic height is computed by dividing the NAVD 88
 LG0715.geopotential number by the normal gravity value computed on the
 LG0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0715.degrees latitude (g = 980.6199 gals.).
 LG0715
 LG0715.The modeled gravity was interpolated from observed gravity values.
 LG0715
 LG0715;                    North         East    Units  Estimated Accuracy
 LG0715;SPC NE       -   118,180.      678,350.      MT  (+/- 180 meters Scaled)
 LG0715
 LG0715                          SUPERSEDED SURVEY CONTROL
 LG0715
 LG0715  NGVD 29 (??/??/92)  537.192  (m)         1762.44   (f) ADJ UNCH    2 0
 LG0715
 LG0715.Superseded values are not recommended for survey control.
 LG0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0715.See file dsdata.txt to determine how the superseded data were derived.
 LG0715
 LG0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL940258(NAD 83)
 LG0715_MARKER: DB = BENCH MARK DISK
 LG0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0715_STAMPING: E 138 1935
 LG0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0715+STABILITY: SURFACE MOTION
 LG0715
 LG0715  HISTORY     - Date     Condition        Report By
 LG0715  HISTORY     - 1935     MONUMENTED       CGS
 LG0715  HISTORY     - 1965     MARK NOT FOUND   USGS
 LG0715
 LG0715                          STATION DESCRIPTION
 LG0715
 LG0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0715'AT HAMPTON.
 LG0715'AT HAMPTON, HAMILTON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0715'QUINCY RAILROAD, 195 FEET EAST OF THE STATION, 67 FEET NORTH
 LG0715'OF THE NORTH RAIL OF THE MAIN TRACK, AND 6.5 FEET NORTHEAST OF
 LG0715'THE SOUTHEAST CORNER OF A COAL SHED.  A STANDARD DISK, STAMPED
 LG0715'E 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0715
 LG0715                          STATION RECOVERY (1965)
 LG0715
 LG0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG0715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1064 ***********************************************************************
 MK1064  DESIGNATION -  E 139
 MK1064  PID         -  MK1064
 MK1064  STATE/COUNTY-  NE/CUMING
 MK1064  USGS QUAD   -  WEST POINT SE (1966)
 MK1064
 MK1064                         *CURRENT SURVEY CONTROL
 MK1064  ___________________________________________________________________
 MK1064* NAD 83(1986)-  41 49 43.     (N)    096 32 27.     (W)     SCALED    
 MK1064* NAVD 88     -       398.655  (meters)    1307.92   (feet)  ADJUSTED  
 MK1064  ___________________________________________________________________
 MK1064  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 MK1064  DYNAMIC HT  -         398.507 (meters)    1307.43  (feet)  COMP
 MK1064  MODELED GRAV-     980,240.2   (mgal)                       NAVD 88
 MK1064
 MK1064  VERT ORDER  -  SECOND    CLASS 0
 MK1064
 MK1064.The horizontal coordinates were scaled from a topographic map and have
 MK1064.an estimated accuracy of +/- 6 seconds.
 MK1064
 MK1064.The orthometric height was determined by differential leveling
 MK1064.and adjusted by the National Geodetic Survey in June 1991..
 MK1064
 MK1064.The geoid height was determined by GEOID03.
 MK1064
 MK1064.The dynamic height is computed by dividing the NAVD 88
 MK1064.geopotential number by the normal gravity value computed on the
 MK1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1064.degrees latitude (g = 980.6199 gals.).
 MK1064
 MK1064.The modeled gravity was interpolated from observed gravity values.
 MK1064
 MK1064;                    North         East    Units  Estimated Accuracy
 MK1064;SPC NE       -   227,270.      787,190.      MT  (+/- 180 meters Scaled)
 MK1064
 MK1064                          SUPERSEDED SURVEY CONTROL
 MK1064
 MK1064  NGVD 29 (??/??/92)  398.516  (m)         1307.46   (f) ADJ UNCH    2 0
 MK1064
 MK1064.Superseded values are not recommended for survey control.
 MK1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1064.See file dsdata.txt to determine how the superseded data were derived.
 MK1064
 MK1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM042336(NAD 83)
 MK1064_MARKER: DB = BENCH MARK DISK
 MK1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1064_STAMPING: E-139-1935
 MK1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1064+STABILITY: SURFACE MOTION
 MK1064
 MK1064  HISTORY     - Date     Condition        Report By
 MK1064  HISTORY     - 1935     MONUMENTED       CGS
 MK1064  HISTORY     - 1957     GOOD             NGS
 MK1064
 MK1064                          STATION DESCRIPTION
 MK1064
 MK1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1064'4 MI W FROM OAKLAND.
 MK1064'ALONG STATE HIGHWAY NO. 9 BETWEEN OAKLAND AND WEST POINT, 122.5
 MK1064'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF STANDARD SCHOOL,
 MK1064'DISTRICT NO. 48, 48.0 FEET NORTHWEST OF THE CENTER OF ROAD
 MK1064'CROSSING, 35.0 FEET WEST OF THE CENTER LINE OF SIDE
 MK1064'ROAD, 3.4 FEET NORTH OF THE CENTER LINE OF HIGHWAY.
 MK1064
 MK1064                          STATION RECOVERY (1957)
 MK1064
 MK1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1065 ***********************************************************************
 MK1065  DESIGNATION -  E 139 RESET
 MK1065  PID         -  MK1065
 MK1065  STATE/COUNTY-  NE/CUMING
 MK1065  USGS QUAD   -  WEST POINT SE (1966)
 MK1065
 MK1065                         *CURRENT SURVEY CONTROL
 MK1065  ___________________________________________________________________
 MK1065* NAD 83(1986)-  41 49 44.     (N)    096 32 27.     (W)     SCALED    
 MK1065* NAVD 88     -       399.05   (meters)    1309.2    (feet)  RESET     
 MK1065  ___________________________________________________________________
 MK1065  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 MK1065
 MK1065  VERT ORDER  -  THIRD
 MK1065
 MK1065.The horizontal coordinates were scaled from a topographic map and have
 MK1065.an estimated accuracy of +/- 6 seconds.
 MK1065
 MK1065.The orthometric height was computed from unverified reset data.
 MK1065
 MK1065.The geoid height was determined by GEOID03.
 MK1065
 MK1065;                    North         East    Units  Estimated Accuracy
 MK1065;SPC NE       -   227,300.      787,190.      MT  (+/- 180 meters Scaled)
 MK1065
 MK1065                          SUPERSEDED SURVEY CONTROL
 MK1065
 MK1065  NGVD 29 (??/??/??)  398.91   (m)         1308.8    (f) RESET       3  
 MK1065
 MK1065.Superseded values are not recommended for survey control.
 MK1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1065.See file dsdata.txt to determine how the superseded data were derived.
 MK1065
 MK1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM042337(NAD 83)
 MK1065_MARKER: DB = BENCH MARK DISK
 MK1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1065_STAMPING: E 139 1935 RESET 1957
 MK1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1065+STABILITY: SURFACE MOTION
 MK1065
 MK1065  HISTORY     - Date     Condition        Report By
 MK1065  HISTORY     - 1957     MONUMENTED       CGS
 MK1065
 MK1065                          STATION DESCRIPTION
 MK1065
 MK1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1065'4 MI W FROM OAKLAND.
 MK1065'IN CUMING COUNTY, 4.0 MILES WEST ALONG STATE HIGHWAY 9 FROM THE
 MK1065'POST OFFICE IN OAKLAND, BURT COUNTY, 115 FEET WEST-SOUTHWEST
 MK1065'OF THE SOUTHWEST CORNER OF DISTRICT NO. 48 SCHOOL, 84 FEET NORTHWEST
 MK1065'OF CROSSROADS, 69 FEET NORTH OF THE CENTER OF STATE HIGHWAY 9,
 MK1065'48 FEET WEST OF THE CENTER OF GRAVEL ROAD, 15 FEET WEST OF A
 MK1065'FENCE CORNER, AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 MK1065'8 INCHES AND THE DISK IS STAMPED E 139 1935 RESET 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0431 ***********************************************************************
 LG0431  DESIGNATION -  E 14
 LG0431  PID         -  LG0431
 LG0431  STATE/COUNTY-  NE/SALINE
 LG0431  USGS QUAD   -  DORCHESTER NW (1964)
 LG0431
 LG0431                         *CURRENT SURVEY CONTROL
 LG0431  ___________________________________________________________________
 LG0431* NAD 83(1986)-  40 39 30.     (N)    097 13 51.     (W)     SCALED    
 LG0431* NAVD 88     -       468.829  (meters)    1538.15   (feet)  ADJUSTED  
 LG0431  ___________________________________________________________________
 LG0431  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 LG0431  DYNAMIC HT  -         468.571 (meters)    1537.30  (feet)  COMP
 LG0431  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 LG0431
 LG0431  VERT ORDER  -  FIRST     CLASS II
 LG0431
 LG0431.The horizontal coordinates were scaled from a topographic map and have
 LG0431.an estimated accuracy of +/- 6 seconds.
 LG0431
 LG0431.The orthometric height was determined by differential leveling
 LG0431.and adjusted by the National Geodetic Survey in June 1991..
 LG0431
 LG0431.The geoid height was determined by GEOID03.
 LG0431
 LG0431.The dynamic height is computed by dividing the NAVD 88
 LG0431.geopotential number by the normal gravity value computed on the
 LG0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0431.degrees latitude (g = 980.6199 gals.).
 LG0431
 LG0431.The modeled gravity was interpolated from observed gravity values.
 LG0431
 LG0431;                    North         East    Units  Estimated Accuracy
 LG0431;SPC NE       -    95,350.      734,090.      MT  (+/- 180 meters Scaled)
 LG0431
 LG0431                          SUPERSEDED SURVEY CONTROL
 LG0431
 LG0431  NGVD 29 (??/??/92)  468.664  (m)         1537.61   (f) ADJ UNCH    1 2
 LG0431
 LG0431.Superseded values are not recommended for survey control.
 LG0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0431.See file dsdata.txt to determine how the superseded data were derived.
 LG0431
 LG0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL495023(NAD 83)
 LG0431_MARKER: DB = BENCH MARK DISK
 LG0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0431_STAMPING: 1537.438 E 14 1933
 LG0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0431+STABILITY: SURFACE MOTION
 LG0431
 LG0431  HISTORY     - Date     Condition        Report By
 LG0431  HISTORY     - 1933     MONUMENTED       CGS
 LG0431  HISTORY     - 1940     GOOD             NGS
 LG0431  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0431
 LG0431                          STATION DESCRIPTION
 LG0431
 LG0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0431'3 MI E FROM FRIEND.
 LG0431'3.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0431'FROM THE STATION AT FRIEND, SALINE COUNTY, ONE RAIL WEST OF
 LG0431'SEMAPHORE S 9420, ONE RAIL EAST OF A WHISTLE POST, 20 FEET NORTH
 LG0431'OF THE TRACK, 75 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
 LG0431'AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LG0431'STAMPED 1537.438 E 14 1933 AND SET IN THE TOP OF A CONCRETE
 LG0431'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LG0431
 LG0431                          STATION RECOVERY (1991)
 LG0431
 LG0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0431'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0602 ***********************************************************************
 NM0602  DESIGNATION -  E 140
 NM0602  PID         -  NM0602
 NM0602  STATE/COUNTY-  NE/THURSTON
 NM0602  USGS QUAD   -  THURSTON (1966)
 NM0602
 NM0602                         *CURRENT SURVEY CONTROL
 NM0602  ___________________________________________________________________
 NM0602* NAD 83(1986)-  42 12 21.     (N)    096 41 46.     (W)     SCALED    
 NM0602* NAVD 88     -       420.990  (meters)    1381.20   (feet)  ADJUSTED  
 NM0602  ___________________________________________________________________
 NM0602  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 NM0602  DYNAMIC HT  -         420.843 (meters)    1380.72  (feet)  COMP
 NM0602  MODELED GRAV-     980,261.5   (mgal)                       NAVD 88
 NM0602
 NM0602  VERT ORDER  -  SECOND    CLASS 0
 NM0602
 NM0602.The horizontal coordinates were scaled from a topographic map and have
 NM0602.an estimated accuracy of +/- 6 seconds.
 NM0602
 NM0602.The orthometric height was determined by differential leveling
 NM0602.and adjusted by the National Geodetic Survey in June 1991..
 NM0602
 NM0602.The geoid height was determined by GEOID03.
 NM0602
 NM0602.The dynamic height is computed by dividing the NAVD 88
 NM0602.geopotential number by the normal gravity value computed on the
 NM0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0602.degrees latitude (g = 980.6199 gals.).
 NM0602
 NM0602.The modeled gravity was interpolated from observed gravity values.
 NM0602
 NM0602;                    North         East    Units  Estimated Accuracy
 NM0602;SPC NE       -   268,630.      772,710.      MT  (+/- 180 meters Scaled)
 NM0602
 NM0602                          SUPERSEDED SURVEY CONTROL
 NM0602
 NM0602  NGVD 29 (??/??/92)  420.827  (m)         1380.66   (f) ADJ UNCH    2 0
 NM0602
 NM0602.Superseded values are not recommended for survey control.
 NM0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0602.See file dsdata.txt to determine how the superseded data were derived.
 NM0602
 NM0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM901752(NAD 83)
 NM0602_MARKER: DB = BENCH MARK DISK
 NM0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0602_STAMPING: E-140-1935
 NM0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0602+STABILITY: SURFACE MOTION
 NM0602
 NM0602  HISTORY     - Date     Condition        Report By
 NM0602  HISTORY     - 1935     MONUMENTED       CGS
 NM0602
 NM0602                          STATION DESCRIPTION
 NM0602
 NM0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM0602'1.9 MI N FROM THURSTON.
 NM0602'1.9 MILES NORTH OF DEPOT ALONG THE CHICAGO, ST. PAUL, MINNESOTA
 NM0602'AND OMAHA RAILROAD BETWEEN LYONS AND EMERSON, 15 TELEGRAPH
 NM0602'POLES SOUTH OF MILE POST NO. 34, 58.0 FEET SOUTHEAST OF THE
 NM0602'CENTER OF CROSSING, 43.4 FEET EAST OF THE EAST RAIL, 41.0 FEET
 NM0602'SOUTH OF THE CENTER LINE OF DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1216 ***********************************************************************
 NM1216  DESIGNATION -  E 141
 NM1216  PID         -  NM1216
 NM1216  STATE/COUNTY-  NE/STANTON
 NM1216  USGS QUAD   -  PILGER (1963)
 NM1216
 NM1216                         *CURRENT SURVEY CONTROL
 NM1216  ___________________________________________________________________
 NM1216* NAD 83(1986)-  42 00 06.     (N)    097 04 43.     (W)     SCALED    
 NM1216* NAVD 88     -       430.802  (meters)    1413.39   (feet)  ADJUSTED  
 NM1216  ___________________________________________________________________
 NM1216  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 NM1216  DYNAMIC HT  -         430.646 (meters)    1412.88  (feet)  COMP
 NM1216  MODELED GRAV-     980,244.9   (mgal)                       NAVD 88
 NM1216
 NM1216  VERT ORDER  -  SECOND    CLASS 0
 NM1216
 NM1216.The horizontal coordinates were scaled from a topographic map and have
 NM1216.an estimated accuracy of +/- 6 seconds.
 NM1216
 NM1216.The orthometric height was determined by differential leveling
 NM1216.and adjusted by the National Geodetic Survey in June 1991..
 NM1216
 NM1216.The geoid height was determined by GEOID03.
 NM1216
 NM1216.The dynamic height is computed by dividing the NAVD 88
 NM1216.geopotential number by the normal gravity value computed on the
 NM1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1216.degrees latitude (g = 980.6199 gals.).
 NM1216
 NM1216.The modeled gravity was interpolated from observed gravity values.
 NM1216
 NM1216;                    North         East    Units  Estimated Accuracy
 NM1216;SPC NE       -   244,830.      741,910.      MT  (+/- 180 meters Scaled)
 NM1216
 NM1216                          SUPERSEDED SURVEY CONTROL
 NM1216
 NM1216  NGVD 29 (??/??/92)  430.641  (m)         1412.86   (f) ADJ UNCH    2 0
 NM1216
 NM1216.Superseded values are not recommended for survey control.
 NM1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1216.See file dsdata.txt to determine how the superseded data were derived.
 NM1216
 NM1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM591517(NAD 83)
 NM1216_MARKER: DB = BENCH MARK DISK
 NM1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1216_STAMPING: E 141 1935
 NM1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1216+STABILITY: SURFACE MOTION
 NM1216
 NM1216  HISTORY     - Date     Condition        Report By
 NM1216  HISTORY     - 1935     MONUMENTED       CGS
 NM1216  HISTORY     - 1963     MARK NOT FOUND   USGS
 NM1216
 NM1216                          STATION DESCRIPTION
 NM1216
 NM1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1216'1.3 MI W FROM PILGER.
 NM1216'1.3 MI W ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NM1216'STATION AT PILGER, STANTON COUNTY, 180 FT NW OF MILEPOST 61, 71.9
 NM1216'FT NW OF THE NW END OF BRIDGE 79-1/2, AT A DIRT-ROAD CROSSING,
 NM1216'44.5 FT N OF THE N RAIL, AND 30.5 FT W OF THE CENTER LINE OF THE
 NM1216'ROAD.  A STANDARD DISK, STAMPED E 141 1935 AND SET IN THE TOP OF
 NM1216'A CONCRETE POST.  NOTE-- TELEPHONE CABLE WAS BURIED IN THE AREA OF
 NM1216'THIS BENCH MARK.  GROUND DISTURBED AND MARK MAY BE DESTROYED.
 NM1216
 NM1216                          STATION RECOVERY (1963)
 NM1216
 NM1216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM1216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0656 ***********************************************************************
 LG0656  DESIGNATION -  E 15
 LG0656  PID         -  LG0656
 LG0656  STATE/COUNTY-  NE/CLAY
 LG0656  USGS QUAD   -  SARONVILLE (1969)
 LG0656
 LG0656                         *CURRENT SURVEY CONTROL
 LG0656  ___________________________________________________________________
 LG0656* NAD 83(1995)-  40 36 19.61172(N)    097 58 38.55649(W)     ADJUSTED  
 LG0656* NAVD 88     -       537.542  (meters)    1763.59   (feet)  ADJUSTED  
 LG0656  ___________________________________________________________________
 LG0656  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 LG0656  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG0656  DYNAMIC HT  -         537.245 (meters)    1762.61  (feet)  COMP
 LG0656  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 LG0656
 LG0656  HORZ ORDER  -  SECOND
 LG0656  VERT ORDER  -  FIRST     CLASS II
 LG0656
 LG0656.The horizontal coordinates were established by classical geodetic methods
 LG0656.and adjusted by the National Geodetic Survey in August 1997..
 LG0656
 LG0656.The orthometric height was determined by differential leveling
 LG0656.and adjusted by the National Geodetic Survey in May 1993..
 LG0656.WARNING-Repeat measurements at this control monument indicate possible
 LG0656.vertical movement.
 LG0656
 LG0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0656
 LG0656.The geoid height was determined by GEOID03.
 LG0656
 LG0656.The dynamic height is computed by dividing the NAVD 88
 LG0656.geopotential number by the normal gravity value computed on the
 LG0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0656.degrees latitude (g = 980.6199 gals.).
 LG0656
 LG0656.The modeled gravity was interpolated from observed gravity values.
 LG0656
 LG0656;                    North         East     Units Scale Factor Converg.
 LG0656;SPC NE       -    87,729.272   671,131.402   MT  0.99978102   +1 20 25.4
 LG0656;UTM  14      - 4,495,462.046   586,515.698   MT  0.99969213   +0 39 56.2
 LG0656
 LG0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0656!SPC NE       -   0.99991976  x   0.99978102  =   0.99970079
 LG0656!UTM  14      -   0.99991976  x   0.99969213  =   0.99961191
 LG0656
 LG0656                          SUPERSEDED SURVEY CONTROL
 LG0656
 LG0656  NAD 83(1986)-  40 36 19.61966(N)    097 58 38.55658(W) AD(       ) 2
 LG0656  NAD 27      -  40 36 19.57700(N)    097 58 37.38713(W) AD(       ) 2
 LG0656  NAVD 88 (06/15/91)  537.498  (m)         1763.44   (f) UNKNOWN     1 2
 LG0656  NGVD 29 (??/??/92)  537.297  (m)         1762.78   (f) ADJ UNCH    1 2
 LG0656
 LG0656.Superseded values are not recommended for survey control.
 LG0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0656.See file dsdata.txt to determine how the superseded data were derived.
 LG0656
 LG0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8651695462(NAD 83)
 LG0656_MARKER: DB = BENCH MARK DISK
 LG0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0656_SP_SET: CONCRETE POST
 LG0656_STAMPING: E 15 1933 1762.765
 LG0656_MARK LOGO: CGS   
 LG0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0656+STABILITY: SURFACE MOTION
 LG0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0656+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2003
 LG0656
 LG0656  HISTORY     - Date     Condition        Report By
 LG0656  HISTORY     - 1966     MONUMENTED       CGS
 LG0656  HISTORY     - 1934     GOOD             NGS
 LG0656  HISTORY     - 1966     GOOD             NGS
 LG0656  HISTORY     - 19911008 GOOD             NGS
 LG0656  HISTORY     - 20030204 GOOD             DUCKS
 LG0656
 LG0656                          STATION DESCRIPTION
 LG0656
 LG0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LG0656'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 LG0656'THE STATION AT SARONVILLE, CLAY COUNTY, 0.3 MILE WEST OF MILEPOST
 LG0656'134, 332 FEET WEST OF A ROAD CROSSING, 97.5 FEET NORTH OF THE
 LG0656'CENTERLINE OF THE TRACK, 56 FEET WEST OF A TRANSFORMER BOX, AND 2
 LG0656'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 LG0656'STAMPED 1762.765 E 15 1933 AND SET IN THE TOP OF A CONCRETE POST
 LG0656'PROJECTING 3 INCHES ABOVE GROUND.
 LG0656
 LG0656                          STATION RECOVERY (1934)
 LG0656
 LG0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LG0656'2 MI W FROM SHARONVILLE.
 LG0656'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0656'FROM THE STATION AT SARONVILLE, CLAY COUNTY, 0.3 MILE WEST OF
 LG0656'MILEPOST 134, 332 FEET WEST OF A ROAD CROSSING, 97.5 FEET NORTH
 LG0656'OF THE CENTERLINE OF THE TRACK, 56 FEET WEST OF A TRANSFORMER
 LG0656'BOX, AND 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A
 LG0656'STANDARD DISK, STAMPED 1762.765 E 15 1933 AND SET IN THE TOP
 LG0656'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LG0656
 LG0656                          STATION RECOVERY (1966)
 LG0656
 LG0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LG0656'RECOVERED IN GOOD CONDITION.
 LG0656
 LG0656                          STATION RECOVERY (1991)
 LG0656
 LG0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0656'36.7 KM (22.80 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0656'OF U.S. HIGHWAY 281 IN HASTINGS, THENCE 0.3 KM (0.20 MI) NORTHERLY
 LG0656'ALONG A PAVED ROAD, 99.0 M (324.8 FT) WEST OF THE ROAD CENTER, 29.0 M
 LG0656'(95.1 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 LG0656'1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.7 M (2.3 FT) SOUTH OF
 LG0656'A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 LG0656'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 LG0656
 LG0656                          STATION RECOVERY (2003)
 LG0656
 LG0656'RECOVERY NOTE BY DUCKS UNLIMITED 2003
 LG0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0212 ***********************************************************************
 LJ0212  DESIGNATION -  E 159
 LJ0212  PID         -  LJ0212
 LJ0212  STATE/COUNTY-  NE/HITCHCOCK
 LJ0212  USGS QUAD   -  PALISADE (1973)
 LJ0212
 LJ0212                         *CURRENT SURVEY CONTROL
 LJ0212  ___________________________________________________________________
 LJ0212* NAD 83(1986)-  40 19 45.     (N)    101 04 13.     (W)     SCALED    
 LJ0212* NAVD 88     -       839.707  (meters)    2754.94   (feet)  ADJUSTED  
 LJ0212  ___________________________________________________________________
 LJ0212  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 LJ0212  DYNAMIC HT  -         839.144 (meters)    2753.09  (feet)  COMP
 LJ0212  MODELED GRAV-     979,926.4   (mgal)                       NAVD 88
 LJ0212
 LJ0212  VERT ORDER  -  SECOND    CLASS 0
 LJ0212
 LJ0212.The horizontal coordinates were scaled from a topographic map and have
 LJ0212.an estimated accuracy of +/- 6 seconds.
 LJ0212
 LJ0212.The orthometric height was determined by differential leveling
 LJ0212.and adjusted by the National Geodetic Survey in June 1991..
 LJ0212
 LJ0212.The geoid height was determined by GEOID03.
 LJ0212
 LJ0212.The dynamic height is computed by dividing the NAVD 88
 LJ0212.geopotential number by the normal gravity value computed on the
 LJ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0212.degrees latitude (g = 980.6199 gals.).
 LJ0212
 LJ0212.The modeled gravity was interpolated from observed gravity values.
 LJ0212
 LJ0212;                    North         East    Units  Estimated Accuracy
 LJ0212;SPC NE       -    55,620.      409,060.      MT  (+/- 180 meters Scaled)
 LJ0212
 LJ0212                          SUPERSEDED SURVEY CONTROL
 LJ0212
 LJ0212  NGVD 29 (??/??/92)  839.370  (m)         2753.83   (f) ADJ UNCH    2 0
 LJ0212
 LJ0212.Superseded values are not recommended for survey control.
 LJ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0212.See file dsdata.txt to determine how the superseded data were derived.
 LJ0212
 LJ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK241663(NAD 83)
 LJ0212_MARKER: DB = BENCH MARK DISK
 LJ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0212_STAMPING: E-159 1934
 LJ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0212+STABILITY: SURFACE MOTION
 LJ0212
 LJ0212  HISTORY     - Date     Condition        Report By
 LJ0212  HISTORY     - 1934     MONUMENTED       CGS
 LJ0212  HISTORY     - 1934     MARK NOT FOUND   NGS
 LJ0212
 LJ0212                          STATION DESCRIPTION
 LJ0212
 LJ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0212'2.3 MI E FROM PALISADE.
 LJ0212'2.3 MILES EAST OF RAILROAD STATION AT PALISADE ON CHICAGO,
 LJ0212'BURLINGTON AND QUINCY RAILROAD AT A CROSSING.  24 FEET NORTH OF
 LJ0212'CENTER LINE OF TRACKS, AND 60 FEET SOUTH CENTER LINE OF U.S.
 LJ0212'HIGHWAY 6.  12 FEET WEST OF CROSSING.
 LJ0212
 LJ0212                          STATION RECOVERY (1934)
 LJ0212
 LJ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LJ0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0257 ***********************************************************************
 LJ0257  DESIGNATION -  E 160 RESET
 LJ0257  PID         -  LJ0257
 LJ0257  STATE/COUNTY-  NE/PERKINS
 LJ0257  USGS QUAD   -  WILD HORSE SPRING (1973)
 LJ0257
 LJ0257                         *CURRENT SURVEY CONTROL
 LJ0257  ___________________________________________________________________
 LJ0257* NAD 83(1986)-  40 58 28.     (N)    101 43 42.     (W)     SCALED    
 LJ0257* NAVD 88     -      1044.42   (meters)    3426.6    (feet)  RESET     
 LJ0257  ___________________________________________________________________
 LJ0257  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 LJ0257
 LJ0257  VERT ORDER  -  THIRD
 LJ0257
 LJ0257.The horizontal coordinates were scaled from a topographic map and have
 LJ0257.an estimated accuracy of +/- 6 seconds.
 LJ0257
 LJ0257.The orthometric height was computed from unverified reset data.
 LJ0257
 LJ0257.The geoid height was determined by GEOID03.
 LJ0257
 LJ0257;                    North         East    Units  Estimated Accuracy
 LJ0257;SPC NE       -   128,150.      354,580.      MT  (+/- 180 meters Scaled)
 LJ0257
 LJ0257                          SUPERSEDED SURVEY CONTROL
 LJ0257
 LJ0257  NGVD 29 (??/??/??) 1043.99   (m)         3425.2    (f) RESET       3  
 LJ0257
 LJ0257.Superseded values are not recommended for survey control.
 LJ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0257.See file dsdata.txt to determine how the superseded data were derived.
 LJ0257
 LJ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL704395(NAD 83)
 LJ0257_MARKER: DB = BENCH MARK DISK
 LJ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0257_STAMPING: E 160 RESET 1959
 LJ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0257+STABILITY: SURFACE MOTION
 LJ0257
 LJ0257  HISTORY     - Date     Condition        Report By
 LJ0257  HISTORY     - 1959     MONUMENTED       NEDR
 LJ0257
 LJ0257                          STATION DESCRIPTION
 LJ0257
 LJ0257'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 LJ0257'9.4 MI N FROM GRANT.
 LJ0257'ABOUT 9.4 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0257'BURLINGTON AND QUINCY RAILROAD WATER TANK AT GRANT, AT A
 LJ0257'CROSSROAD AND SECTION CORNER, 70 FEET NORTH OF THE CENTERLINE
 LJ0257'OF THE COUNTY ROAD, AND 73 FEET EAST OF THE CENTERLINE OF THE
 LJ0257'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0274 ***********************************************************************
 LJ0274  DESIGNATION -  E 161
 LJ0274  PID         -  LJ0274
 LJ0274  STATE/COUNTY-  NE/PERKINS
 LJ0274  USGS QUAD   -  BRANDON (1961)
 LJ0274
 LJ0274                         *CURRENT SURVEY CONTROL
 LJ0274  ___________________________________________________________________
 LJ0274* NAD 83(1986)-  40 48 17.     (N)    101 54 29.     (W)     SCALED    
 LJ0274* NAVD 88     -      1070.912  (meters)    3513.48   (feet)  ADJUSTED  
 LJ0274  ___________________________________________________________________
 LJ0274  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 LJ0274  DYNAMIC HT  -        1070.191 (meters)    3511.12  (feet)  COMP
 LJ0274  MODELED GRAV-     979,914.8   (mgal)                       NAVD 88
 LJ0274
 LJ0274  VERT ORDER  -  SECOND    CLASS 0
 LJ0274
 LJ0274.The horizontal coordinates were scaled from a topographic map and have
 LJ0274.an estimated accuracy of +/- 6 seconds.
 LJ0274
 LJ0274.The orthometric height was determined by differential leveling
 LJ0274.and adjusted by the National Geodetic Survey in June 1991..
 LJ0274
 LJ0274.The geoid height was determined by GEOID03.
 LJ0274
 LJ0274.The dynamic height is computed by dividing the NAVD 88
 LJ0274.geopotential number by the normal gravity value computed on the
 LJ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0274.degrees latitude (g = 980.6199 gals.).
 LJ0274
 LJ0274.The modeled gravity was interpolated from observed gravity values.
 LJ0274
 LJ0274;                    North         East    Units  Estimated Accuracy
 LJ0274;SPC NE       -   109,630.      339,050.      MT  (+/- 180 meters Scaled)
 LJ0274
 LJ0274                          SUPERSEDED SURVEY CONTROL
 LJ0274
 LJ0274  NGVD 29 (??/??/92) 1070.477  (m)         3512.06   (f) ADJ UNCH    2 0
 LJ0274
 LJ0274.Superseded values are not recommended for survey control.
 LJ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0274.See file dsdata.txt to determine how the superseded data were derived.
 LJ0274
 LJ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL546211(NAD 83)
 LJ0274_MARKER: DB = BENCH MARK DISK
 LJ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0274_STAMPING: E 161 1934
 LJ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0274+STABILITY: SURFACE MOTION
 LJ0274
 LJ0274  HISTORY     - Date     Condition        Report By
 LJ0274  HISTORY     - 1934     MONUMENTED       CGS
 LJ0274  HISTORY     - 1941     GOOD             NGS
 LJ0274
 LJ0274                          STATION DESCRIPTION
 LJ0274
 LJ0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0274'7.6 MI E FROM VENANGO.
 LJ0274'7.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0274'FROM THE POST OFFICE AT VENANGO, PERKINS COUNTY, 0.2 MILE EAST
 LJ0274'OF THE STATION AT BRANDON, 5 RAILS WEST OF MILEPOST 154, 90 FEET
 LJ0274'NORTH OF THE CENTERLINE OF STATE HIGHWAY 23, 39 FEET SOUTH OF
 LJ0274'THE CENTERLINE OF THE TRACK, AND IN LINE WITH A ROW OF POLES.
 LJ0274'A STANDARD DISK, STAMPED E 161 1934 AND SET IN THE TOP OF A
 LJ0274'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0244 ***********************************************************************
 LJ0244  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0244  DESIGNATION -  E 162
 LJ0244  PID         -  LJ0244
 LJ0244  STATE/COUNTY-  NE/DUNDY
 LJ0244  USGS QUAD   -  ARROWHEAD LAKE (1973)
 LJ0244
 LJ0244                         *CURRENT SURVEY CONTROL
 LJ0244  ___________________________________________________________________
 LJ0244* NAD 83(1995)-  40 13 19.07060(N)    101 30 40.84565(W)     ADJUSTED  
 LJ0244* NAVD 88     -       982.996  (meters)    3225.05   (feet)  ADJUSTED  
 LJ0244  ___________________________________________________________________
 LJ0244  X           -    -973,375.907 (meters)                     COMP
 LJ0244  Y           -  -4,779,450.721 (meters)                     COMP
 LJ0244  Z           -   4,097,454.866 (meters)                     COMP
 LJ0244  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 LJ0244  ELLIP HEIGHT-         960.07  (meters)          (09/24/01) GPS OBS
 LJ0244  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 LJ0244  DYNAMIC HT  -         982.298 (meters)    3222.76  (feet)  COMP
 LJ0244  MODELED GRAV-     979,881.9   (mgal)                       NAVD 88
 LJ0244
 LJ0244  HORZ ORDER  -  B
 LJ0244  VERT ORDER  -  SECOND    CLASS 0
 LJ0244  ELLP ORDER  -  FOURTH    CLASS I
 LJ0244
 LJ0244.The horizontal coordinates were established by GPS observations
 LJ0244.and adjusted by the National Geodetic Survey in June 1996..
 LJ0244
 LJ0244.The orthometric height was determined by differential leveling
 LJ0244.and adjusted by the National Geodetic Survey in June 1991..
 LJ0244
 LJ0244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0244
 LJ0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0244
 LJ0244.The ellipsoidal height was determined by GPS observations
 LJ0244.and is referenced to NAD 83.
 LJ0244
 LJ0244.The geoid height was determined by GEOID03.
 LJ0244
 LJ0244.The dynamic height is computed by dividing the NAVD 88
 LJ0244.geopotential number by the normal gravity value computed on the
 LJ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0244.degrees latitude (g = 980.6199 gals.).
 LJ0244
 LJ0244.The modeled gravity was interpolated from observed gravity values.
 LJ0244
 LJ0244;                    North         East     Units Scale Factor Converg.
 LJ0244;SPC NE       -    44,275.449   371,377.695   MT  0.99990703   -1 00 05.6
 LJ0244;UTM  14      - 4,455,418.643   286,316.470   MT  1.00016212   -1 37 20.3
 LJ0244
 LJ0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0244!SPC NE       -   0.99984941  x   0.99990703  =   0.99975646
 LJ0244!UTM  14      -   0.99984941  x   1.00016212  =   1.00001151
 LJ0244
 LJ0244                          SUPERSEDED SURVEY CONTROL
 LJ0244
 LJ0244  ELLIP H (06/25/96)  960.12   (m)                       GP(       ) 1 1
 LJ0244  NAVD 88 (06/25/96)  983.00   (m)         3225.1    (f) LEVELING    3  
 LJ0244  NGVD 29 (??/??/92)  982.622  (m)         3223.82   (f) ADJ UNCH    2 0
 LJ0244
 LJ0244.Superseded values are not recommended for survey control.
 LJ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0244.See file dsdata.txt to determine how the superseded data were derived.
 LJ0244
 LJ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8631655419(NAD 83)
 LJ0244_MARKER: DB = BENCH MARK DISK
 LJ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0244_STAMPING: E 162 1934
 LJ0244_MARK LOGO: CGS   
 LJ0244_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0244+STABILITY: SURFACE MOTION
 LJ0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0244+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1995
 LJ0244
 LJ0244  HISTORY     - Date     Condition        Report By
 LJ0244  HISTORY     - 1934     MONUMENTED       CGS
 LJ0244  HISTORY     - 1941     GOOD             NGS
 LJ0244  HISTORY     - 19950425 GOOD             NGS
 LJ0244
 LJ0244                          STATION DESCRIPTION
 LJ0244
 LJ0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0244'12.5 MI N FROM BENKELMAN.
 LJ0244'12.5 MILES NORTH ALONG OLD STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0244'BURLINGTON AND QUINCY RAILROAD STATION AT BENKELMAN, IN
 LJ0244'SOUTHWEST CORNER SECTION 16, T 3 N, R 37 W, ABOUT 1/4 MILE
 LJ0244'WEST OF A FARMHOUSE, 27 FEET NORTH OF THE CENTERLINE OF A
 LJ0244'CROSS ROAD, 69 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LJ0244'AND 1 FOOT INSIDE OF THE PROPERTY LINE.  A STANDARD DISK,
 LJ0244'STAMPED E 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0244
 LJ0244                          STATION RECOVERY (1995)
 LJ0244
 LJ0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0244'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 36, STATE HIGHWAY
 LJ0244'61 AND STATE ROAD 29A SPUR AT THE EAST EDGE OF BENKELMAN, GO NORTH ON
 LJ0244'HIGHWAY 61 FOR 11.0 MI (17.7 KM) TO A SIDE ROAD ON THE RIGHT.  TURN
 LJ0244'RIGHT AND GO EAST ON A GRAVELED COUNTY ROAD FOR 1.0 MI (1.6 KM) TO A
 LJ0244'CROSSROAD AND THE MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION, ON
 LJ0244'COUNTY ROAD RIGHT-OF-WAY AND IN THE SOUTHWEST CORNER OF SEC16, T3N,
 LJ0244'R37W.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LJ0244'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND.  IT IS 75.5 FT (23.0 M) EAST
 LJ0244'FROM THE CENTERLINE OF THE NORTH/SOUTH ROAD, 36.0 FT (11.0 M) NORTH
 LJ0244'FROM THE CENTERLINE OF THE EAST/WEST ROAD, 32.3 FT (9.8 M) EAST FROM A
 LJ0244'GUYED UTILITY POLE, 20.3 FT (6.2 M) SOUTH-SOUTHEAST FROM A WARNING
 LJ0244'SIGN POST FOR A KANSAS/NEBRASKA COMPANY HIGH PRESSURE GAS LINE, 3.0 FT
 LJ0244'(0.9 M) WEST FROM A WITNESS POST, 1.8 FT (0.5 M) SOUTH FROM THE NORTH
 LJ0244'RIGHT-OF-WAY FENCE AND ABOUT 1.0 FT (0.3 M) LOWER THAN THE EAST/WEST
 LJ0244'ROAD.  A LENGTH OF REBAR WAS DRIVEN ALONG THE WEST SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0167 ***********************************************************************
 LJ0167  DESIGNATION -  E 163
 LJ0167  PID         -  LJ0167
 LJ0167  STATE/COUNTY-  NE/LINCOLN
 LJ0167  USGS QUAD   -  MELTON RANCH AIRPORT (1973)
 LJ0167
 LJ0167                         *CURRENT SURVEY CONTROL
 LJ0167  ___________________________________________________________________
 LJ0167* NAD 83(1986)-  40 49 01.     (N)    101 06 53.     (W)     SCALED    
 LJ0167* NAVD 88     -       923.223  (meters)    3028.94   (feet)  ADJUSTED  
 LJ0167  ___________________________________________________________________
 LJ0167  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 LJ0167  DYNAMIC HT  -         922.621 (meters)    3026.97  (feet)  COMP
 LJ0167  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 LJ0167
 LJ0167  VERT ORDER  -  SECOND    CLASS 0
 LJ0167
 LJ0167.The horizontal coordinates were scaled from a topographic map and have
 LJ0167.an estimated accuracy of +/- 6 seconds.
 LJ0167
 LJ0167.The orthometric height was determined by differential leveling
 LJ0167.and adjusted by the National Geodetic Survey in June 1991..
 LJ0167
 LJ0167.The geoid height was determined by GEOID03.
 LJ0167
 LJ0167.The dynamic height is computed by dividing the NAVD 88
 LJ0167.geopotential number by the normal gravity value computed on the
 LJ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0167.degrees latitude (g = 980.6199 gals.).
 LJ0167
 LJ0167.The modeled gravity was interpolated from observed gravity values.
 LJ0167
 LJ0167;                    North         East    Units  Estimated Accuracy
 LJ0167;SPC NE       -   109,810.      405,980.      MT  (+/- 180 meters Scaled)
 LJ0167
 LJ0167                          SUPERSEDED SURVEY CONTROL
 LJ0167
 LJ0167  NGVD 29 (??/??/92)  922.834  (m)         3027.66   (f) ADJ UNCH    2 0
 LJ0167
 LJ0167.Superseded values are not recommended for survey control.
 LJ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0167.See file dsdata.txt to determine how the superseded data were derived.
 LJ0167
 LJ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL216205(NAD 83)
 LJ0167_MARKER: DB = BENCH MARK DISK
 LJ0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0167_STAMPING: E 163 1934
 LJ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0167+STABILITY: SURFACE MOTION
 LJ0167
 LJ0167  HISTORY     - Date     Condition        Report By
 LJ0167  HISTORY     - 1934     MONUMENTED       CGS
 LJ0167  HISTORY     - 1941     GOOD             NGS
 LJ0167
 LJ0167                          STATION DESCRIPTION
 LJ0167
 LJ0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0167'3.2 MI W FROM WALLACE.
 LJ0167'3.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0167'FROM THE STATION AT WALLACE, LINCOLN COUNTY, AT A ROAD CROSSING,
 LJ0167'42 FEET EAST OF THE CENTERLINE OF THE ROAD, 39 FEET SOUTH OF THE
 LJ0167'CENTERLINE OF THE TRACK, 12 FEET NORTHWEST OF A FENCE CORNER, 9
 LJ0167'FEET NORTH OF THE WIRE FENCE, AND FLUSH WITH THE GROUND.  A
 LJ0167'STANDARD DISK, STAMPED E 163 1934 AND SET IN THE TOP OF A CONCRETE
 LJ0167'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0814 ***********************************************************************
 LH0814  DESIGNATION -  E 164
 LH0814  PID         -  LH0814
 LH0814  STATE/COUNTY-  NE/GOSPER
 LH0814  USGS QUAD   -  BERTRAND (1971)
 LH0814
 LH0814                         *CURRENT SURVEY CONTROL
 LH0814  ___________________________________________________________________
 LH0814* NAD 83(1986)-  40 32 21.     (N)    099 39 39.     (W)     SCALED    
 LH0814* NAVD 88     -       767.286  (meters)    2517.34   (feet)  ADJUSTED  
 LH0814  ___________________________________________________________________
 LH0814  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 LH0814  DYNAMIC HT  -         766.799 (meters)    2515.74  (feet)  COMP
 LH0814  MODELED GRAV-     979,965.3   (mgal)                       NAVD 88
 LH0814
 LH0814  VERT ORDER  -  SECOND    CLASS 0
 LH0814
 LH0814.The horizontal coordinates were scaled from a topographic map and have
 LH0814.an estimated accuracy of +/- 6 seconds.
 LH0814
 LH0814.The orthometric height was determined by differential leveling
 LH0814.and adjusted by the National Geodetic Survey in June 1991..
 LH0814
 LH0814.The geoid height was determined by GEOID03.
 LH0814
 LH0814.The dynamic height is computed by dividing the NAVD 88
 LH0814.geopotential number by the normal gravity value computed on the
 LH0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0814.degrees latitude (g = 980.6199 gals.).
 LH0814
 LH0814.The modeled gravity was interpolated from observed gravity values.
 LH0814
 LH0814;                    North         East    Units  Estimated Accuracy
 LH0814;SPC NE       -    78,430.      528,730.      MT  (+/- 180 meters Scaled)
 LH0814
 LH0814                          SUPERSEDED SURVEY CONTROL
 LH0814
 LH0814  NGVD 29 (??/??/92)  766.979  (m)         2516.33   (f) ADJ UNCH    2 0
 LH0814
 LH0814.Superseded values are not recommended for survey control.
 LH0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0814.See file dsdata.txt to determine how the superseded data were derived.
 LH0814
 LH0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK440878(NAD 83)
 LH0814_MARKER: DB = BENCH MARK DISK
 LH0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0814_STAMPING: E 164 1934
 LH0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0814+STABILITY: SURFACE MOTION
 LH0814
 LH0814  HISTORY     - Date     Condition        Report By
 LH0814  HISTORY     - 1934     MONUMENTED       CGS
 LH0814
 LH0814                          STATION DESCRIPTION
 LH0814
 LH0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0814'1.7 MI W FROM BERTRAND.
 LH0814'IN GOSPER COUNTY, 1.7 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LH0814'AND QUINCY RAILROAD FROM THE CITY WATER TOWER AT BERTRAND, PHELPS
 LH0814'COUNTY, 4 FEET NORTH OF MILEPOST 17, AT A ROAD CROSSING, 45
 LH0814'FEET EAST OF THE CENTERLINE OF THE ROAD, 30 FEET SOUTH OF THE
 LH0814'CENTERLINE OF THE TRACK, AND 45 FEET NORTH OF THE CENTERLINE
 LH0814'OF STATE HIGHWAY 23.  A STANDARD DISK, STAMPED E 164 1934
 LH0814'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0130 ***********************************************************************
 LJ0130  DESIGNATION -  E 165
 LJ0130  PID         -  LJ0130
 LJ0130  STATE/COUNTY-  NE/FRONTIER
 LJ0130  USGS QUAD   -  CURTIS (1956)
 LJ0130
 LJ0130                         *CURRENT SURVEY CONTROL
 LJ0130  ___________________________________________________________________
 LJ0130* NAD 83(1986)-  40 38 45.     (N)    100 36 38.     (W)     SCALED    
 LJ0130* NAVD 88     -       808.002  (meters)    2650.92   (feet)  ADJUSTED  
 LJ0130  ___________________________________________________________________
 LJ0130  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 LJ0130  DYNAMIC HT  -         807.496 (meters)    2649.26  (feet)  COMP
 LJ0130  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 LJ0130
 LJ0130  VERT ORDER  -  SECOND    CLASS 0
 LJ0130
 LJ0130.The horizontal coordinates were scaled from a topographic map and have
 LJ0130.an estimated accuracy of +/- 6 seconds.
 LJ0130
 LJ0130.The orthometric height was determined by differential leveling
 LJ0130.and adjusted by the National Geodetic Survey in June 1991..
 LJ0130
 LJ0130.The geoid height was determined by GEOID03.
 LJ0130
 LJ0130.The dynamic height is computed by dividing the NAVD 88
 LJ0130.geopotential number by the normal gravity value computed on the
 LJ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0130.degrees latitude (g = 980.6199 gals.).
 LJ0130
 LJ0130.The modeled gravity was interpolated from observed gravity values.
 LJ0130
 LJ0130;                    North         East    Units  Estimated Accuracy
 LJ0130;SPC NE       -    90,390.      448,370.      MT  (+/- 180 meters Scaled)
 LJ0130
 LJ0130                          SUPERSEDED SURVEY CONTROL
 LJ0130
 LJ0130  NGVD 29 (??/??/92)  807.650  (m)         2649.76   (f) ADJ UNCH    2 0
 LJ0130
 LJ0130.Superseded values are not recommended for survey control.
 LJ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0130.See file dsdata.txt to determine how the superseded data were derived.
 LJ0130
 LJ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL638006(NAD 83)
 LJ0130_MARKER: DB = BENCH MARK DISK
 LJ0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0130_SP_SET: BRIDGE
 LJ0130_STAMPING: E 165 1934
 LJ0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0130
 LJ0130  HISTORY     - Date     Condition        Report By
 LJ0130  HISTORY     - 1934     MONUMENTED       CGS
 LJ0130  HISTORY     - 1979     GOOD             NEDR
 LJ0130
 LJ0130                          STATION DESCRIPTION
 LJ0130
 LJ0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0130'1 MI SE FROM MAYWOOD.
 LJ0130'1.0 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0130'RAILROAD FROM THE STATION AT MAYWOOD, FRONTIER COUNTY, 100 FEET
 LJ0130'WEST OF THE CENTERLINE OF THE TRACK, AT A CONCRETE BRIDGE ON
 LJ0130'STATE HIGHWAY 23, AND IN THE TOP OF THE WEST HEADWALL.  A
 LJ0130'STANDARD DISK, STAMPED E 165 1934.
 LJ0130
 LJ0130                          STATION RECOVERY (1979)
 LJ0130
 LJ0130'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1979
 LJ0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0761 ***********************************************************************
 LH0761  DESIGNATION -  E 166
 LH0761  PID         -  LH0761
 LH0761  STATE/COUNTY-  NE/HARLAN
 LH0761  USGS QUAD   -  MASCOT (1958)
 LH0761
 LH0761                         *CURRENT SURVEY CONTROL
 LH0761  ___________________________________________________________________
 LH0761* NAD 83(1986)-  40 19 18.     (N)    099 31 48.     (W)     SCALED    
 LH0761* NAVD 88     -       678.928  (meters)    2227.45   (feet)  ADJUSTED  
 LH0761  ___________________________________________________________________
 LH0761  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 LH0761  DYNAMIC HT  -         678.511 (meters)    2226.08  (feet)  COMP
 LH0761  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 LH0761
 LH0761  VERT ORDER  -  SECOND    CLASS 0
 LH0761
 LH0761.The horizontal coordinates were scaled from a topographic map and have
 LH0761.an estimated accuracy of +/- 6 seconds.
 LH0761
 LH0761.The orthometric height was determined by differential leveling
 LH0761.and adjusted by the National Geodetic Survey in June 1991..
 LH0761
 LH0761.The geoid height was determined by GEOID03.
 LH0761
 LH0761.The dynamic height is computed by dividing the NAVD 88
 LH0761.geopotential number by the normal gravity value computed on the
 LH0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0761.degrees latitude (g = 980.6199 gals.).
 LH0761
 LH0761.The modeled gravity was interpolated from observed gravity values.
 LH0761
 LH0761;                    North         East    Units  Estimated Accuracy
 LH0761;SPC NE       -    54,330.      539,940.      MT  (+/- 180 meters Scaled)
 LH0761
 LH0761                          SUPERSEDED SURVEY CONTROL
 LH0761
 LH0761  NGVD 29 (??/??/92)  678.660  (m)         2226.57   (f) ADJ UNCH    2 0
 LH0761
 LH0761.Superseded values are not recommended for survey control.
 LH0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0761.See file dsdata.txt to determine how the superseded data were derived.
 LH0761
 LH0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK549635(NAD 83)
 LH0761_MARKER: DB = BENCH MARK DISK
 LH0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0761_STAMPING: E 166 1934
 LH0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0761+STABILITY: SURFACE MOTION
 LH0761
 LH0761  HISTORY     - Date     Condition        Report By
 LH0761  HISTORY     - 1934     MONUMENTED       CGS
 LH0761  HISTORY     - 1931     GOOD             LOCENG
 LH0761
 LH0761                          STATION DESCRIPTION
 LH0761
 LH0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0761'3.9 MI NE FROM MASCOT.
 LH0761'3.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0761'RAILROAD FROM THE STATION AT MASCOT, HARLAN COUNTY, 3 POLES
 LH0761'NORTH OF MILEPOST 223, AT AN EAST-AND-WEST ROAD CROSSING, 42
 LH0761'FEET WEST OF THE CENTER LINE OF THE TRACK, AND 30 FEET NORTH
 LH0761'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 LH0761'E 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0761
 LH0761                          STATION RECOVERY (1931)
 LH0761
 LH0761'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1931
 LH0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0693 ***********************************************************************
 LH0693  DESIGNATION -  E 167
 LH0693  PID         -  LH0693
 LH0693  STATE/COUNTY-  NE/HARLAN
 LH0693  USGS QUAD   -  REPUBLICAN CITY (1974)
 LH0693
 LH0693                         *CURRENT SURVEY CONTROL
 LH0693  ___________________________________________________________________
 LH0693* NAD 83(1986)-  40 04 37.     (N)    099 11 24.     (W)     SCALED    
 LH0693* NAVD 88     -       576.819  (meters)    1892.45   (feet)  ADJUSTED  
 LH0693  ___________________________________________________________________
 LH0693  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 LH0693  DYNAMIC HT  -         576.457 (meters)    1891.26  (feet)  COMP
 LH0693  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 LH0693
 LH0693  VERT ORDER  -  SECOND    CLASS 0
 LH0693
 LH0693.The horizontal coordinates were scaled from a topographic map and have
 LH0693.an estimated accuracy of +/- 6 seconds.
 LH0693
 LH0693.The orthometric height was determined by differential leveling
 LH0693.and adjusted by the National Geodetic Survey in June 1991..
 LH0693
 LH0693.The geoid height was determined by GEOID03.
 LH0693
 LH0693.The dynamic height is computed by dividing the NAVD 88
 LH0693.geopotential number by the normal gravity value computed on the
 LH0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0693.degrees latitude (g = 980.6199 gals.).
 LH0693
 LH0693.The modeled gravity was interpolated from observed gravity values.
 LH0693
 LH0693;                    North         East    Units  Estimated Accuracy
 LH0693;SPC NE       -    27,370.      569,090.      MT  (+/- 180 meters Scaled)
 LH0693
 LH0693                          SUPERSEDED SURVEY CONTROL
 LH0693
 LH0693  NGVD 29 (??/??/92)  576.573  (m)         1891.64   (f) ADJ UNCH    2 0
 LH0693
 LH0693.Superseded values are not recommended for survey control.
 LH0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0693.See file dsdata.txt to determine how the superseded data were derived.
 LH0693
 LH0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK838363(NAD 83)
 LH0693_MARKER: DB = BENCH MARK DISK
 LH0693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0693_SP_SET: PIER
 LH0693_STAMPING: E 167 1934
 LH0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0693
 LH0693  HISTORY     - Date     Condition        Report By
 LH0693  HISTORY     - 1934     MONUMENTED       CGS
 LH0693  HISTORY     - 1941     GOOD             USGS
 LH0693
 LH0693                          STATION DESCRIPTION
 LH0693
 LH0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0693'4 MI E FROM REPUBLICAN CITY.
 LH0693'4.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0693'FROM THE STATION AT REPUBLICAN CITY, HARLAN COUNTY, 100 FEET
 LH0693'NORTH OF THE CENTER LINE OF RAILROAD BRIDGE NO. 231.53, AT THE
 LH0693'SOUTHWEST CORNER OF A BRIDGE ON STATE HIGHWAY 3, AND IN THE TOP
 LH0693'OF THE CONCRETE PIER.  A STANDARD DISK, STAMPED E 167 1934.
 LH0693
 LH0693                          STATION RECOVERY (1941)
 LH0693
 LH0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1941
 LH0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0591 ***********************************************************************
 LH0591  DESIGNATION -  E 168 RESET
 LH0591  PID         -  LH0591
 LH0591  STATE/COUNTY-  NE/KEARNEY
 LH0591  USGS QUAD   -  KEARNEY SE (1970)
 LH0591
 LH0591                         *CURRENT SURVEY CONTROL
 LH0591  ___________________________________________________________________
 LH0591* NAD 83(1986)-  40 36 17.     (N)    099 05 03.     (W)     SCALED    
 LH0591* NAVD 88     -       657.42   (meters)    2156.9    (feet)  RESET     
 LH0591  ___________________________________________________________________
 LH0591  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 LH0591
 LH0591  VERT ORDER  -  THIRD
 LH0591
 LH0591.The horizontal coordinates were scaled from a topographic map and have
 LH0591.an estimated accuracy of +/- 6 seconds.
 LH0591
 LH0591.The orthometric height was computed from unverified reset data.
 LH0591
 LH0591.The geoid height was determined by GEOID03.
 LH0591
 LH0591;                    North         East    Units  Estimated Accuracy
 LH0591;SPC NE       -    86,060.      577,490.      MT  (+/- 180 meters Scaled)
 LH0591
 LH0591                          SUPERSEDED SURVEY CONTROL
 LH0591
 LH0591  NGVD 29 (??/??/??)  657.15   (m)         2156.0    (f) RESET       3  
 LH0591
 LH0591.Superseded values are not recommended for survey control.
 LH0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0591.See file dsdata.txt to determine how the superseded data were derived.
 LH0591
 LH0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK928948(NAD 83)
 LH0591_MARKER: DB = BENCH MARK DISK
 LH0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0591_STAMPING: E 168 1934 RESET 1961
 LH0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0591+STABILITY: SURFACE MOTION
 LH0591
 LH0591  HISTORY     - Date     Condition        Report By
 LH0591  HISTORY     - 1961     MONUMENTED       CGS
 LH0591  HISTORY     - 1974     GOOD             NGS
 LH0591
 LH0591                          STATION DESCRIPTION
 LH0591
 LH0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LH0591'6.6 MI S FROM KEARNEY.
 LH0591'6.6 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE POST OFFICE AT
 LH0591'KEARNEY, 75 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 8.5
 LH0591'FEET NORTH OF A CORNER POST OF THE SOUTH FENCE LINE OF A DOUBLE
 LH0591'FENCE LINE TO THE EAST, 1.0 FEET WEST OF THE NORTH-SOUTH FENCE
 LH0591'ALONG THE EAST RIGHT-OF-WAY OF THE HIGHWAY, 8.0 FEET NORTH OF A
 LH0591'LINE WITH THE SOUTH EDGE OF A TIMBER SHELTER BELT WEST OF THE
 LH0591'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 LH0591'ABOVE THE GROUND.
 LH0591
 LH0591                          STATION RECOVERY (1974)
 LH0591
 LH0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LH0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0350 ***********************************************************************
 LH0350  DESIGNATION -  E 169 RESET
 LH0350  PID         -  LH0350
 LH0350  STATE/COUNTY-  NE/FRANKLIN
 LH0350  USGS QUAD   -  MACON (1973)
 LH0350
 LH0350                         *CURRENT SURVEY CONTROL
 LH0350  ___________________________________________________________________
 LH0350* NAD 83(1986)-  40 11 25.     (N)    098 57 09.     (W)     SCALED    
 LH0350* NAVD 88     -       643.24   (meters)    2110.4    (feet)  RESET     
 LH0350  ___________________________________________________________________
 LH0350  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 LH0350
 LH0350  VERT ORDER  -  THIRD
 LH0350
 LH0350.The horizontal coordinates were scaled from a topographic map and have
 LH0350.an estimated accuracy of +/- 6 seconds.
 LH0350
 LH0350.The orthometric height was computed from unverified reset data.
 LH0350
 LH0350.The geoid height was determined by GEOID03.
 LH0350
 LH0350;                    North         East    Units  Estimated Accuracy
 LH0350;SPC NE       -    40,170.      589,190.      MT  (+/- 180 meters Scaled)
 LH0350
 LH0350                          SUPERSEDED SURVEY CONTROL
 LH0350
 LH0350  NGVD 29 (??/??/??)  642.99   (m)         2109.5    (f) RESET       3  
 LH0350
 LH0350.Superseded values are not recommended for survey control.
 LH0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0350.See file dsdata.txt to determine how the superseded data were derived.
 LH0350
 LH0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK040488(NAD 83)
 LH0350_MARKER: DB = BENCH MARK DISK
 LH0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0350_STAMPING: E 169 RESET 1947
 LH0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0350+STABILITY: SURFACE MOTION
 LH0350
 LH0350  HISTORY     - Date     Condition        Report By
 LH0350  HISTORY     - 1947     MONUMENTED       NEDR
 LH0350
 LH0350                          STATION DESCRIPTION
 LH0350
 LH0350'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1947
 LH0350'7 MI N FROM FRANKLIN.
 LH0350'7.0 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO,
 LH0350'BURLINGTON AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN
 LH0350'COUNTY, ABOUT 1 MILE SOUTH OF MACON, AT THE INTERSECTION OF A
 LH0350'COUNTY ROAD, 156.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LH0350'33 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, NEAR
 LH0350'A SECTION CORNER, AND AT AN EAST-AND-WEST FENCE.  A STANDARD
 LH0350'DISK, STAMPED E 169 RESET 1947 AND SET IN THE TOP OF A CONCRETE
 LH0350'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0559 ***********************************************************************
 ML0559  DESIGNATION -  E 17
 ML0559  PID         -  ML0559
 ML0559  STATE/COUNTY-  NE/CUSTER
 ML0559  USGS QUAD   -  SARGENT SE (1978)
 ML0559
 ML0559                         *CURRENT SURVEY CONTROL
 ML0559  ___________________________________________________________________
 ML0559* NAD 83(1986)-  41 35 25.     (N)    099 22 00.     (W)     SCALED    
 ML0559* NAVD 88     -       726.802  (meters)    2384.52   (feet)  ADJUSTED  
 ML0559  ___________________________________________________________________
 ML0559  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 ML0559  DYNAMIC HT  -         726.436 (meters)    2383.32  (feet)  COMP
 ML0559  MODELED GRAV-     980,095.0   (mgal)                       NAVD 88
 ML0559
 ML0559  VERT ORDER  -  FIRST     CLASS II
 ML0559
 ML0559.The horizontal coordinates were scaled from a topographic map and have
 ML0559.an estimated accuracy of +/- 6 seconds.
 ML0559
 ML0559.The orthometric height was determined by differential leveling
 ML0559.and adjusted by the National Geodetic Survey in June 1991..
 ML0559
 ML0559.The geoid height was determined by GEOID03.
 ML0559
 ML0559.The dynamic height is computed by dividing the NAVD 88
 ML0559.geopotential number by the normal gravity value computed on the
 ML0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0559.degrees latitude (g = 980.6199 gals.).
 ML0559
 ML0559.The modeled gravity was interpolated from observed gravity values.
 ML0559
 ML0559;                    North         East    Units  Estimated Accuracy
 ML0559;SPC NE       -   195,260.      552,790.      MT  (+/- 180 meters Scaled)
 ML0559
 ML0559                          SUPERSEDED SURVEY CONTROL
 ML0559
 ML0559  NGVD 29 (??/??/92)  726.549  (m)         2383.69   (f) ADJ UNCH    1 2
 ML0559
 ML0559.Superseded values are not recommended for survey control.
 ML0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0559.See file dsdata.txt to determine how the superseded data were derived.
 ML0559
 ML0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM694043(NAD 83)
 ML0559_MARKER: DB = BENCH MARK DISK
 ML0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0559+STABILITY: SURFACE MOTION
 ML0559
 ML0559  HISTORY     - Date     Condition        Report By
 ML0559  HISTORY     - UNK      MONUMENTED       CGS
 ML0559  HISTORY     - 1933     GOOD             NGS
 ML0559  HISTORY     - 1934     GOOD             NGS
 ML0559
 ML0559                          STATION DESCRIPTION
 ML0559
 ML0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0559'3.6 MI S FROM SARGENT.
 ML0559'3.6 MILES SOUTH.  MARK IS 2 FT. NORTH AND 50 FT. EAST OF THE
 ML0559'NORTHWEST CORNER OF THE FENCE AROUND THE SCHOOL OF DISTRICT 188.
 ML0559'IT IS 108 FT. WEST OF NORTHWEST CORNER OF DISTRICT SCHOOL 188
 ML0559'AND 50 FT. NORTH OF THE NORTHEAST CORNER OF THE RED BARN OF THE
 ML0559'SCHOOL PROPERTY.  IT IS 45 FT. SOUTHEAST OF THE CENTERLINE OF
 ML0559'HIGHWAY.
 ML0559
 ML0559                          STATION RECOVERY (1934)
 ML0559
 ML0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ML0559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0310 ***********************************************************************
 LH0310  DESIGNATION -  E 170
 LH0310  PID         -  LH0310
 LH0310  STATE/COUNTY-  NE/NUCKOLLS
 LH0310  USGS QUAD   -  DEWEESE (1960)
 LH0310
 LH0310                         *CURRENT SURVEY CONTROL
 LH0310  ___________________________________________________________________
 LH0310* NAD 83(1995)-  40 18 34.89164(N)    098 14 14.22307(W)     ADJUSTED  
 LH0310* NAVD 88     -       559.302  (meters)    1834.98   (feet)  ADJUSTED  
 LH0310  ___________________________________________________________________
 LH0310  X           -    -697,874.011 (meters)                     COMP
 LH0310  Y           -  -4,820,686.909 (meters)                     COMP
 LH0310  Z           -   4,104,613.067 (meters)                     COMP
 LH0310  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 LH0310  ELLIP HEIGHT-         533.34  (meters)          (06/30/05) GPS OBS
 LH0310  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LH0310  DYNAMIC HT  -         558.975 (meters)    1833.90  (feet)  COMP
 LH0310  MODELED GRAV-     980,021.7   (mgal)                       NAVD 88
 LH0310
 LH0310  HORZ ORDER  -  B
 LH0310  VERT ORDER  -  SECOND    CLASS 0
 LH0310  ELLP ORDER  -  FOURTH    CLASS I
 LH0310
 LH0310.The horizontal coordinates were established by GPS observations
 LH0310.and adjusted by the National Geodetic Survey in June 2005..
 LH0310
 LH0310.The orthometric height was determined by differential leveling
 LH0310.and adjusted by the National Geodetic Survey in June 1991..
 LH0310
 LH0310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0310
 LH0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0310
 LH0310.The ellipsoidal height was determined by GPS observations
 LH0310.and is referenced to NAD 83.
 LH0310
 LH0310.The geoid height was determined by GEOID03.
 LH0310
 LH0310.The dynamic height is computed by dividing the NAVD 88
 LH0310.geopotential number by the normal gravity value computed on the
 LH0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0310.degrees latitude (g = 980.6199 gals.).
 LH0310
 LH0310.The modeled gravity was interpolated from observed gravity values.
 LH0310
 LH0310;                    North         East     Units Scale Factor Converg.
 LH0310;SPC NE       -    54,418.712   649,813.677   MT  0.99987433   +1 10 05.3
 LH0310;UTM  14      - 4,462,410.010   564,810.437   MT  0.99965170   +0 29 36.4
 LH0310
 LH0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0310!SPC NE       -   0.99991634  x   0.99987433  =   0.99979068
 LH0310!UTM  14      -   0.99991634  x   0.99965170  =   0.99956807
 LH0310
 LH0310                          SUPERSEDED SURVEY CONTROL
 LH0310
 LH0310  NGVD 29 (??/??/92)  559.084  (m)         1834.26   (f) ADJ UNCH    2 0
 LH0310
 LH0310.Superseded values are not recommended for survey control.
 LH0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0310.See file dsdata.txt to determine how the superseded data were derived.
 LH0310
 LH0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6481062410(NAD 83)
 LH0310_MARKER: DB = BENCH MARK DISK
 LH0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0310_STAMPING: E 170 1934
 LH0310_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0310+STABILITY: SURFACE MOTION
 LH0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0310+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 LH0310
 LH0310  HISTORY     - Date     Condition        Report By
 LH0310  HISTORY     - 1934     MONUMENTED       CGS
 LH0310  HISTORY     - 20021010 GOOD             NEDR
 LH0310
 LH0310                          STATION DESCRIPTION
 LH0310
 LH0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0310'6.5 MI SW FROM DEWEESE.
 LH0310'IN NUCKOLLS COUNTY, 6.5 MILES SOUTHWEST ALONG THE CHICAGO,
 LH0310'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT DEWEESE,
 LH0310'CLAY COUNTY, 80 FEET SOUTHEAST OF MILEPOST 73, 36 FEET EAST OF
 LH0310'THE CENTERLINE OF THE TRACK, AND 24 FEET WEST OF THE CENTERLINE
 LH0310'OF A COUNTY ROAD.  A STANDARD DISK, STAMPED E 170 1934 AND
 LH0310'SET IN THE TOP OF A CONCRETE POST.
 LH0310
 LH0310                          STATION RECOVERY (2002)
 LH0310
 LH0310'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LH0310'RECOVERYNOTE BY NEBRASKA DEPARTMENT OF ROADS 2002 (PJS) RECOVERED AS
 LH0310'DESCRIBED.
 LH0310' 
 LH0310'FROM THE POST OFFICE IN LAWRENCE, NEBRASKA, GO NORTH ON NORTH CALVERT
 LH0310'STREET  APPROXIMATELY 0.05 MILES, TURN RIGHT ON NE HIGHWAY 4 (E. 2ND
 LH0310'STREET) AND GO EAST  APPROXIMATELY 1.2 MILES, TURN LEFT ONTO COUNTY
 LH0310'ROAD AT REFERENCE POST 74-62 AND GO  NORTH 1.15 MILES TO STATION ON
 LH0310'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0562 ***********************************************************************
 LG0562  DESIGNATION -  E 171 RESET
 LG0562  PID         -  LG0562
 LG0562  STATE/COUNTY-  NE/THAYER
 LG0562  USGS QUAD   -  ALEXANDRIA (1980)
 LG0562
 LG0562                         *CURRENT SURVEY CONTROL
 LG0562  ___________________________________________________________________
 LG0562* NAD 83(1986)-  40 14 34.     (N)    097 23 34.     (W)     SCALED    
 LG0562* NAVD 88     -       428.51   (meters)    1405.9    (feet)  RESET     
 LG0562  ___________________________________________________________________
 LG0562  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 LG0562
 LG0562  VERT ORDER  -  THIRD
 LG0562
 LG0562.The horizontal coordinates were scaled from a topographic map and have
 LG0562.an estimated accuracy of +/- 6 seconds.
 LG0562
 LG0562.The orthometric height was computed from unverified reset data.
 LG0562
 LG0562.The geoid height was determined by GEOID03.
 LG0562
 LG0562;                    North         East    Units  Estimated Accuracy
 LG0562;SPC NE       -    48,810.      721,790.      MT  (+/- 180 meters Scaled)
 LG0562
 LG0562                          SUPERSEDED SURVEY CONTROL
 LG0562
 LG0562  NGVD 29 (??/??/??)  428.35   (m)         1405.3    (f) RESET       3  
 LG0562
 LG0562.Superseded values are not recommended for survey control.
 LG0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0562.See file dsdata.txt to determine how the superseded data were derived.
 LG0562
 LG0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK367559(NAD 83)
 LG0562_MARKER: DB = BENCH MARK DISK
 LG0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0562_STAMPING: E 171 1934 RESET 1951
 LG0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0562+STABILITY: SURFACE MOTION
 LG0562
 LG0562  HISTORY     - Date     Condition        Report By
 LG0562  HISTORY     - 1951     MONUMENTED       CGS
 LG0562  HISTORY     - 1981     GOOD             LOCENG
 LG0562
 LG0562                          STATION DESCRIPTION
 LG0562
 LG0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LG0562'AT ALEXANDRIA.
 LG0562'ALONG THE UNION PACIFIC RAILROAD, AT THE FIRST ROAD CROSSING
 LG0562'WEST OF THE UNION PACIFIC STATION AT ALEXANDRIA, ABOUT 1/2 MILE
 LG0562'EAST OF MILEPOST 168, 155 FEET SOUTH OF WHERE THE CENTERLINE
 LG0562'OF TRACK ROAD CROSSES THE SOUTH RAIL OF THE MAIN TRACK, 40 FEET
 LG0562'EAST OF THE CENTER OF TRACK ROAD, 32 FEET EAST OF THE END POST
 LG0562'IN THE RAILROAD RIGHT-OF-WAY FENCE AND 1 FOOT NORTH OF THE
 LG0562'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES.
 LG0562
 LG0562                          STATION RECOVERY (1981)
 LG0562
 LG0562'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0635 ***********************************************************************
 LG0635  DESIGNATION -  E 172
 LG0635  PID         -  LG0635
 LG0635  STATE/COUNTY-  NE/THAYER
 LG0635  USGS QUAD   -  CHESTER (1980)
 LG0635
 LG0635                         *CURRENT SURVEY CONTROL
 LG0635  ___________________________________________________________________
 LG0635* NAD 83(1986)-  40 00 32.     (N)    097 37 06.     (W)     SCALED    
 LG0635* NAVD 88     -       495.975  (meters)    1627.21   (feet)  ADJUSTED  
 LG0635  ___________________________________________________________________
 LG0635  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 LG0635  DYNAMIC HT  -         495.689 (meters)    1626.27  (feet)  COMP
 LG0635  MODELED GRAV-     980,032.6   (mgal)                       NAVD 88
 LG0635
 LG0635  VERT ORDER  -  SECOND    CLASS 0
 LG0635
 LG0635.The horizontal coordinates were scaled from a topographic map and have
 LG0635.an estimated accuracy of +/- 6 seconds.
 LG0635
 LG0635.The orthometric height was determined by differential leveling
 LG0635.and adjusted by the National Geodetic Survey in June 1991..
 LG0635
 LG0635.The geoid height was determined by GEOID03.
 LG0635
 LG0635.The dynamic height is computed by dividing the NAVD 88
 LG0635.geopotential number by the normal gravity value computed on the
 LG0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0635.degrees latitude (g = 980.6199 gals.).
 LG0635
 LG0635.The modeled gravity was interpolated from observed gravity values.
 LG0635
 LG0635;                    North         East    Units  Estimated Accuracy
 LG0635;SPC NE       -    22,290.      703,330.      MT  (+/- 180 meters Scaled)
 LG0635
 LG0635                          SUPERSEDED SURVEY CONTROL
 LG0635
 LG0635  NGVD 29 (??/??/92)  495.814  (m)         1626.68   (f) ADJ UNCH    2 0
 LG0635
 LG0635.Superseded values are not recommended for survey control.
 LG0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0635.See file dsdata.txt to determine how the superseded data were derived.
 LG0635
 LG0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK179296(NAD 83)
 LG0635_MARKER: DB = BENCH MARK DISK
 LG0635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0635_SP_SET: TOWER FOOTING
 LG0635_STAMPING: E 172 1934
 LG0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0635
 LG0635  HISTORY     - Date     Condition        Report By
 LG0635  HISTORY     - 1934     MONUMENTED       CGS
 LG0635
 LG0635                          STATION DESCRIPTION
 LG0635
 LG0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0635'AT CHESTER.
 LG0635'AT CHESTER, THAYER COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0635'RAILROAD, 100 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATION,
 LG0635'AT A ROAD CROSSING, 63 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LG0635'51 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AT THE RAILROAD
 LG0635'WATER TOWER, AND IN THE SOUTHEAST CONCRETE FOOTING.  A STANDARD
 LG0635'DISK, STAMPED E 172 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0613 ***********************************************************************
 LG0613  DESIGNATION -  E 173
 LG0613  PID         -  LG0613
 LG0613  STATE/COUNTY-  NE/FILLMORE
 LG0613  USGS QUAD   -  STRANG (1969)
 LG0613
 LG0613                         *CURRENT SURVEY CONTROL
 LG0613  ___________________________________________________________________
 LG0613* NAD 83(1986)-  40 24 58.     (N)    097 35 12.     (W)     SCALED    
 LG0613* NAVD 88     -       496.329  (meters)    1628.37   (feet)  ADJUSTED  
 LG0613  ___________________________________________________________________
 LG0613  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 LG0613  DYNAMIC HT  -         496.039 (meters)    1627.42  (feet)  COMP
 LG0613  MODELED GRAV-     980,025.6   (mgal)                       NAVD 88
 LG0613
 LG0613  VERT ORDER  -  SECOND    CLASS 0
 LG0613
 LG0613.The horizontal coordinates were scaled from a topographic map and have
 LG0613.an estimated accuracy of +/- 6 seconds.
 LG0613
 LG0613.The orthometric height was determined by differential leveling
 LG0613.and adjusted by the National Geodetic Survey in June 1991..
 LG0613
 LG0613.The geoid height was determined by GEOID03.
 LG0613
 LG0613.The dynamic height is computed by dividing the NAVD 88
 LG0613.geopotential number by the normal gravity value computed on the
 LG0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0613.degrees latitude (g = 980.6199 gals.).
 LG0613
 LG0613.The modeled gravity was interpolated from observed gravity values.
 LG0613
 LG0613;                    North         East    Units  Estimated Accuracy
 LG0613;SPC NE       -    67,570.      704,770.      MT  (+/- 180 meters Scaled)
 LG0613
 LG0613                          SUPERSEDED SURVEY CONTROL
 LG0613
 LG0613  NGVD 29 (??/??/92)  496.144  (m)         1627.77   (f) ADJ UNCH    2 0
 LG0613
 LG0613.Superseded values are not recommended for survey control.
 LG0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0613.See file dsdata.txt to determine how the superseded data were derived.
 LG0613
 LG0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK199749(NAD 83)
 LG0613_MARKER: DB = BENCH MARK DISK
 LG0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0613_STAMPING: E 173 1934
 LG0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0613+STABILITY: SURFACE MOTION
 LG0613
 LG0613  HISTORY     - Date     Condition        Report By
 LG0613  HISTORY     - 1934     MONUMENTED       CGS
 LG0613  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0613
 LG0613                          STATION DESCRIPTION
 LG0613
 LG0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0613'AT STRANG.
 LG0613'AT STRANG, FILLMORE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0613'RAILROAD, 21 FEET WEST OF THE WATER TOWER, AT A ROAD CROSSING,
 LG0613'21 FEET EAST OF THE ROAD, AND 21 FEET NORTH OF THE TRACK.  A
 LG0613'STANDARD DISK, STAMPED E 173 1934 AND SET IN THE TOP OF A CONCRETE
 LG0613'POST.
 LG0613
 LG0613                          STATION RECOVERY (1967)
 LG0613
 LG0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0235 ***********************************************************************
 LG0235  DESIGNATION -  E 174
 LG0235  PID         -  LG0235
 LG0235  STATE/COUNTY-  NE/GAGE
 LG0235  USGS QUAD   -  BLUE SPRINGS (1964)
 LG0235
 LG0235                         *CURRENT SURVEY CONTROL
 LG0235  ___________________________________________________________________
 LG0235* NAD 83(1986)-  40 08 29.     (N)    096 38 34.     (W)     SCALED    
 LG0235* NAVD 88     -       371.224  (meters)    1217.92   (feet)  ADJUSTED  
 LG0235  ___________________________________________________________________
 LG0235  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 LG0235  DYNAMIC HT  -         371.023 (meters)    1217.26  (feet)  COMP
 LG0235  MODELED GRAV-     980,075.6   (mgal)                       NAVD 88
 LG0235
 LG0235  VERT ORDER  -  SECOND    CLASS 0
 LG0235
 LG0235.The horizontal coordinates were scaled from a topographic map and have
 LG0235.an estimated accuracy of +/- 6 seconds.
 LG0235
 LG0235.The orthometric height was determined by differential leveling
 LG0235.and adjusted by the National Geodetic Survey in June 1991..
 LG0235
 LG0235.The geoid height was determined by GEOID03.
 LG0235
 LG0235.The dynamic height is computed by dividing the NAVD 88
 LG0235.geopotential number by the normal gravity value computed on the
 LG0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0235.degrees latitude (g = 980.6199 gals.).
 LG0235
 LG0235.The modeled gravity was interpolated from observed gravity values.
 LG0235
 LG0235;                    North         East    Units  Estimated Accuracy
 LG0235;SPC NE       -    39,760.      786,010.      MT  (+/- 180 meters Scaled)
 LG0235
 LG0235                          SUPERSEDED SURVEY CONTROL
 LG0235
 LG0235  NGVD 29 (??/??/92)  371.116  (m)         1217.57   (f) ADJ UNCH    2 0
 LG0235
 LG0235.Superseded values are not recommended for survey control.
 LG0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0235.See file dsdata.txt to determine how the superseded data were derived.
 LG0235
 LG0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK008461(NAD 83)
 LG0235_MARKER: DB = BENCH MARK DISK
 LG0235_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0235_SP_SET: CULVERT HEADWALL
 LG0235_STAMPING: E 174 1934
 LG0235_MARK LOGO: CGS   
 LG0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0235+STABILITY: SURFACE MOTION
 LG0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0235+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 LG0235
 LG0235  HISTORY     - Date     Condition        Report By
 LG0235  HISTORY     - 1934     MONUMENTED       CGS
 LG0235  HISTORY     - 19980218 GOOD             NGS
 LG0235
 LG0235                          STATION DESCRIPTION
 LG0235
 LG0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0235'AT BLUE SPRINGS.
 LG0235'AT BLUE SPRINGS, GAGE COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0235'7 POLES SOUTH OF MILEPOST 110, 75 FEET NORTH OF A SECTION
 LG0235'HOUSE, AT A CONCRETE CULVERT, AND IN THE TOP OF THE EAST HEADWALL.
 LG0235
 LG0235                          STATION RECOVERY (1998)
 LG0235
 LG0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (JAO)
 LG0235'THE MARK WAS RECOVERED IN FAIR CONDITION, ABOUT 1.5 MI (2.4 KM) EAST
 LG0235'OF BLUE SPRINGS, NEAR THE EAST 1/4 CORNER OF SEC17, T2N, R7E AND
 LG0235'CEMENTED INTO A DRILLED HOLE IN THE TOP OF THE SOUTH END OF THE EAST,
 LG0235'CONCRETE, HEADWALL OF A CAST IRON CULVERT UNDER A SET OF RAILROAD
 LG0235'TRACKS AND 2 FT (0.6 M) EAST OF A WITNESS POST.  IT IS ABOUT 3 FEET
 LG0235'(0.9 M) LOWER THAN THE TRACKS.  THE OLD HEADWALL IS DETERIORATING BUT
 LG0235'THE DISK IS STILL SOLID.  TO REACH THE MARK FROM THE BROAD STREET
 LG0235'BRIDGE OVER THE BIG BLUE RIVER, AT BLUE SPRINGS, GO EASTERLY ON BROAD
 LG0235'STREET, A WINDING ROAD, FOR 0.65 MI (1.05 KM) TO A RAILROAD CROSSSING
 LG0235'AND A CROSSROAD.  TURN LEFT AND GO NORTHERLY FOR 0.15 MI (0.24 KM) TO
 LG0235'THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0218 ***********************************************************************
 LG0218  DESIGNATION -  E 175
 LG0218  PID         -  LG0218
 LG0218  STATE/COUNTY-  NE/PAWNEE
 LG0218  USGS QUAD   -  TABLE ROCK (1965)
 LG0218
 LG0218                         *CURRENT SURVEY CONTROL
 LG0218  ___________________________________________________________________
 LG0218* NAD 83(1986)-  40 14 25.     (N)    096 05 57.     (W)     SCALED    
 LG0218* NAVD 88     -       322.224  (meters)    1057.16   (feet)  ADJUSTED  
 LG0218  ___________________________________________________________________
 LG0218  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 LG0218  DYNAMIC HT  -         322.050 (meters)    1056.59  (feet)  COMP
 LG0218  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 LG0218
 LG0218  VERT ORDER  -  SECOND    CLASS 0
 LG0218
 LG0218.The horizontal coordinates were scaled from a topographic map and have
 LG0218.an estimated accuracy of +/- 6 seconds.
 LG0218
 LG0218.The orthometric height was determined by differential leveling
 LG0218.and adjusted by the National Geodetic Survey in June 1991..
 LG0218
 LG0218.The geoid height was determined by GEOID03.
 LG0218
 LG0218.The dynamic height is computed by dividing the NAVD 88
 LG0218.geopotential number by the normal gravity value computed on the
 LG0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0218.degrees latitude (g = 980.6199 gals.).
 LG0218
 LG0218.The modeled gravity was interpolated from observed gravity values.
 LG0218
 LG0218;                    North         East    Units  Estimated Accuracy
 LG0218;SPC NE       -    52,670.      831,790.      MT  (+/- 180 meters Scaled)
 LG0218
 LG0218                          SUPERSEDED SURVEY CONTROL
 LG0218
 LG0218  NGVD 29 (??/??/92)  322.137  (m)         1056.88   (f) ADJ UNCH    2 0
 LG0218
 LG0218.Superseded values are not recommended for survey control.
 LG0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0218.See file dsdata.txt to determine how the superseded data were derived.
 LG0218
 LG0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK467584(NAD 83)
 LG0218_MARKER: DB = BENCH MARK DISK
 LG0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0218_SP_SET: CULVERT
 LG0218_STAMPING: E 175 1934
 LG0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0218
 LG0218  HISTORY     - Date     Condition        Report By
 LG0218  HISTORY     - 1934     MONUMENTED       CGS
 LG0218  HISTORY     - 1941     GOOD             NGS
 LG0218  HISTORY     - 1981     GOOD             LOCSUR
 LG0218
 LG0218                          STATION DESCRIPTION
 LG0218
 LG0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0218'3.7 MI SE FROM ELK CREEK.
 LG0218'IN PAWNEE COUNTY, 3.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON
 LG0218'AND QUINCY RAILROAD FROM THE CITY WATER TOWER AT ELK CREEK,
 LG0218'JOHNSON COUNTY, 8 RAILS NORTH OF A ROAD CROSSING, AT A CONCRETE
 LG0218'CULVERT, AND IN THE TOP OF THE WEST HEAD WALL.  A STANDARD DISK,
 LG0218'STAMPED E 175 1934.
 LG0218
 LG0218                          STATION RECOVERY (1941)
 LG0218
 LG0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LG0218'RECOVERED IN GOOD CONDITION.
 LG0218
 LG0218                          STATION RECOVERY (1981)
 LG0218
 LG0218'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LG0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0285 ***********************************************************************
 LG0285  DESIGNATION -  E 176
 LG0285  PID         -  LG0285
 LG0285  STATE/COUNTY-  NE/GAGE
 LG0285  USGS QUAD   -  FILLEY (1980)
 LG0285
 LG0285                         *CURRENT SURVEY CONTROL
 LG0285  ___________________________________________________________________
 LG0285* NAD 83(1986)-  40 17 15.     (N)    096 32 07.     (W)     SCALED    
 LG0285* NAVD 88     -       424.382  (meters)    1392.33   (feet)  ADJUSTED  
 LG0285  ___________________________________________________________________
 LG0285  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 LG0285  DYNAMIC HT  -         424.157 (meters)    1391.59  (feet)  COMP
 LG0285  MODELED GRAV-     980,082.4   (mgal)                       NAVD 88
 LG0285
 LG0285  VERT ORDER  -  SECOND    CLASS 0
 LG0285
 LG0285.The horizontal coordinates were scaled from a topographic map and have
 LG0285.an estimated accuracy of +/- 6 seconds.
 LG0285
 LG0285.The orthometric height was determined by differential leveling
 LG0285.and adjusted by the National Geodetic Survey in June 1991..
 LG0285
 LG0285.The geoid height was determined by GEOID03.
 LG0285
 LG0285.The dynamic height is computed by dividing the NAVD 88
 LG0285.geopotential number by the normal gravity value computed on the
 LG0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0285.degrees latitude (g = 980.6199 gals.).
 LG0285
 LG0285.The modeled gravity was interpolated from observed gravity values.
 LG0285
 LG0285;                    North         East    Units  Estimated Accuracy
 LG0285;SPC NE       -    56,330.      794,510.      MT  (+/- 180 meters Scaled)
 LG0285
 LG0285                          SUPERSEDED SURVEY CONTROL
 LG0285
 LG0285  NGVD 29 (??/??/92)  424.274  (m)         1391.97   (f) ADJ UNCH    2 0
 LG0285
 LG0285.Superseded values are not recommended for survey control.
 LG0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0285.See file dsdata.txt to determine how the superseded data were derived.
 LG0285
 LG0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK095625(NAD 83)
 LG0285_MARKER: DB = BENCH MARK DISK
 LG0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0285_STAMPING: E 176 1934
 LG0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0285+STABILITY: SURFACE MOTION
 LG0285
 LG0285  HISTORY     - Date     Condition        Report By
 LG0285  HISTORY     - 1934     MONUMENTED       CGS
 LG0285  HISTORY     - 1966     MARK NOT FOUND   LOCENG
 LG0285
 LG0285                          STATION DESCRIPTION
 LG0285
 LG0285'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 LG0285'AT FILLEY.
 LG0285'AT FILLEY, GAGE COUNTY, ON THE ABANDONED CHICAGO, BURLINGTON
 LG0285'AND QUINCY RAILROAD, 100 FEET WEST OF THE FIRST ROAD CROSSING
 LG0285'WEST OF THE STATION, 38 FEET NORTH OF THE CENTERLINE OF THE
 LG0285'OLD ROADBED, AND 20 FEET SOUTH OF A SIDETRACK.  A STANDARD
 LG0285'DISK, STAMPED E 176 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0788 ***********************************************************************
 LF0788  DESIGNATION -  E 177
 LF0788  PID         -  LF0788
 LF0788  STATE/COUNTY-  NE/OTOE
 LF0788  USGS QUAD   -  PAUL (1966)
 LF0788
 LF0788                         *CURRENT SURVEY CONTROL
 LF0788  ___________________________________________________________________
 LF0788* NAD 83(1986)-  40 33 11.     (N)    095 52 59.     (W)     SCALED    
 LF0788* NAVD 88     -       316.073  (meters)    1036.98   (feet)  ADJUSTED  
 LF0788  ___________________________________________________________________
 LF0788  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LF0788  DYNAMIC HT  -         315.905 (meters)    1036.43  (feet)  COMP
 LF0788  MODELED GRAV-     980,084.8   (mgal)                       NAVD 88
 LF0788
 LF0788  VERT ORDER  -  SECOND    CLASS 0
 LF0788
 LF0788.The horizontal coordinates were scaled from a topographic map and have
 LF0788.an estimated accuracy of +/- 6 seconds.
 LF0788
 LF0788.The orthometric height was determined by differential leveling
 LF0788.and adjusted by the National Geodetic Survey in June 1991..
 LF0788
 LF0788.The geoid height was determined by GEOID03.
 LF0788
 LF0788.The dynamic height is computed by dividing the NAVD 88
 LF0788.geopotential number by the normal gravity value computed on the
 LF0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0788.degrees latitude (g = 980.6199 gals.).
 LF0788
 LF0788.The modeled gravity was interpolated from observed gravity values.
 LF0788
 LF0788;                    North         East    Units  Estimated Accuracy
 LF0788;SPC NE       -    88,210.      848,510.      MT  (+/- 180 meters Scaled)
 LF0788
 LF0788                          SUPERSEDED SURVEY CONTROL
 LF0788
 LF0788  NGVD 29 (??/??/92)  315.975  (m)         1036.66   (f) ADJ UNCH    2 0
 LF0788
 LF0788.Superseded values are not recommended for survey control.
 LF0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0788.See file dsdata.txt to determine how the superseded data were derived.
 LF0788
 LF0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE558931(NAD 83)
 LF0788_MARKER: DB = BENCH MARK DISK
 LF0788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0788_SP_SET: CULVERT
 LF0788_STAMPING: E 177 1934
 LF0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0788
 LF0788  HISTORY     - Date     Condition        Report By
 LF0788  HISTORY     - 1934     MONUMENTED       CGS
 LF0788  HISTORY     - 1978     GOOD             LOCSUR
 LF0788
 LF0788                          STATION DESCRIPTION
 LF0788
 LF0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0788'3 MI S FROM PAUL.
 LF0788'3.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0788'STATION AT PAUL, OTOE COUNTY, 30 POLES NORTH OF MILEPOST 425, 9
 LF0788'RAILS NORTH OF A ROAD CROSSING, AT A CONCRETE CULVERT, AND IN
 LF0788'THE TOP OF THE SOUTHEAST CORNER.  A STANDARD DISK, STAMPED E
 LF0788'177 1934.
 LF0788
 LF0788                          STATION RECOVERY (1978)
 LF0788
 LF0788'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 LF0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0593 ***********************************************************************
 LF0593  DESIGNATION -  E 178
 LF0593  PID         -  LF0593
 LF0593  STATE/COUNTY-  NE/RICHARDSON
 LF0593  USGS QUAD   -  FALLS CITY (1984)
 LF0593
 LF0593                         *CURRENT SURVEY CONTROL
 LF0593  ___________________________________________________________________
 LF0593* NAD 83(1986)-  40 01 48.     (N)    095 33 44.     (W)     SCALED    
 LF0593* NAVD 88     -       268.160  (meters)     879.79   (feet)  ADJUSTED  
 LF0593  ___________________________________________________________________
 LF0593  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LF0593  DYNAMIC HT  -         268.009 (meters)     879.29  (feet)  COMP
 LF0593  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 LF0593
 LF0593  VERT ORDER  -  SECOND    CLASS 0
 LF0593
 LF0593.The horizontal coordinates were scaled from a topographic map and have
 LF0593.an estimated accuracy of +/- 6 seconds.
 LF0593
 LF0593.The orthometric height was determined by differential leveling
 LF0593.and adjusted by the National Geodetic Survey in June 1991..
 LF0593
 LF0593.The geoid height was determined by GEOID03.
 LF0593
 LF0593.The dynamic height is computed by dividing the NAVD 88
 LF0593.geopotential number by the normal gravity value computed on the
 LF0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0593.degrees latitude (g = 980.6199 gals.).
 LF0593
 LF0593.The modeled gravity was interpolated from observed gravity values.
 LF0593
 LF0593;                    North         East    Units  Estimated Accuracy
 LF0593;SPC NE       -    31,560.      878,620.      MT  (+/- 180 meters Scaled)
 LF0593
 LF0593                          SUPERSEDED SURVEY CONTROL
 LF0593
 LF0593  NGVD 29 (??/??/92)  268.084  (m)          879.54   (f) ADJ UNCH    2 0
 LF0593
 LF0593.Superseded values are not recommended for survey control.
 LF0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0593.See file dsdata.txt to determine how the superseded data were derived.
 LF0593
 LF0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE813342(NAD 83)
 LF0593_MARKER: DB = BENCH MARK DISK
 LF0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0593_STAMPING: E 178 1934
 LF0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0593+STABILITY: SURFACE MOTION
 LF0593
 LF0593  HISTORY     - Date     Condition        Report By
 LF0593  HISTORY     - 1934     MONUMENTED       CGS
 LF0593
 LF0593                          STATION DESCRIPTION
 LF0593
 LF0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0593'2.5 MI E FROM FALLS CITY.
 LF0593'2.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LF0593'FROM THE STATION AT FALLS CITY, 3 POLES WEST OF A SEMAPHORE, ONE
 LF0593'POLE EAST OF A ROAD CROSSING, 80 FEET NORTH OF THE CENTERLINE
 LF0593'OF THE TRACK, AND IN THE PROPERTY LINE.  A STANDARD DISK, STAMPED
 LF0593'E 178 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0442 ***********************************************************************
 NN0442  DESIGNATION -  E 18
 NN0442  PID         -  NN0442
 NN0442  STATE/COUNTY-  NE/ROCK
 NN0442  USGS QUAD   -  STONEHOUSE RANCH NW (1981)
 NN0442
 NN0442                         *CURRENT SURVEY CONTROL
 NN0442  ___________________________________________________________________
 NN0442* NAD 83(1986)-  42 10 56.     (N)    099 28 03.     (W)     SCALED    
 NN0442* NAVD 88     -       776.681  (meters)    2548.16   (feet)  ADJUSTED  
 NN0442  ___________________________________________________________________
 NN0442  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 NN0442  DYNAMIC HT  -         776.336 (meters)    2547.03  (feet)  COMP
 NN0442  MODELED GRAV-     980,151.5   (mgal)                       NAVD 88
 NN0442
 NN0442  VERT ORDER  -  FIRST     CLASS II
 NN0442
 NN0442.The horizontal coordinates were scaled from a topographic map and have
 NN0442.an estimated accuracy of +/- 6 seconds.
 NN0442
 NN0442.The orthometric height was determined by differential leveling
 NN0442.and adjusted by the National Geodetic Survey in June 1991..
 NN0442
 NN0442.The geoid height was determined by GEOID03.
 NN0442
 NN0442.The dynamic height is computed by dividing the NAVD 88
 NN0442.geopotential number by the normal gravity value computed on the
 NN0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0442.degrees latitude (g = 980.6199 gals.).
 NN0442
 NN0442.The modeled gravity was interpolated from observed gravity values.
 NN0442
 NN0442;                    North         East    Units  Estimated Accuracy
 NN0442;SPC NE       -   260,930.      543,980.      MT  (+/- 180 meters Scaled)
 NN0442
 NN0442                          SUPERSEDED SURVEY CONTROL
 NN0442
 NN0442  NGVD 29 (??/??/92)  776.422  (m)         2547.31   (f) ADJ UNCH    1 2
 NN0442
 NN0442.Superseded values are not recommended for survey control.
 NN0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0442.See file dsdata.txt to determine how the superseded data were derived.
 NN0442
 NN0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM613701(NAD 83)
 NN0442_MARKER: DB = BENCH MARK DISK
 NN0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0442_STAMPING: 2547.311 E 18 1933
 NN0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0442+STABILITY: SURFACE MOTION
 NN0442
 NN0442  HISTORY     - Date     Condition        Report By
 NN0442  HISTORY     - 1933     MONUMENTED       CGS
 NN0442  HISTORY     - 1976     GOOD             USGS
 NN0442
 NN0442                          STATION DESCRIPTION
 NN0442
 NN0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0442'AT MIDWAY.
 NN0442'AT MIDWAY, ROCK COUNTY, ON U.S. HIGHWAY 183, ABOUT 300 FEET SOUTH
 NN0442'OF A STORE, AND 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 NN0442'A STANDARD DISK, STAMPED 2547.311 E 18 1933 AND SET IN THE TOP
 NN0442'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 NN0442
 NN0442                          STATION RECOVERY (1976)
 NN0442
 NN0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0442'ROSE STORE AND POST OFFICE, 1 1/2 MI. N. ALONG U. S. HWY 183, 3.0 MI.
 NN0442'E. ALONG GRAVEL ROAD AND 1.4 MI. S. ALONG GRAVEL ROAD FROM, AT THE
 NN0442'OLD MIDWAY STORE SITE, T-26-N, R-18-W, ABOUT 2000 FT. S. OF THE NW
 NN0442'CORNER OF SECTION 31, ABOUT 400 FT. W. OF A WINDMILL, 265 FT. S. OF
 NN0442'THE S. FENCE AROUND THE OLD STORE SITE, 50 FT. E. OF GRAVEL ROAD. A
 NN0442'STD. TABLET SET IN TOP OF A CONC. POST ABOUT FLUSH WITH GROUND,
 NN0442'STAMPED 2547.311 E 18 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0266 ***********************************************************************
 NN0266  DESIGNATION -  E 19
 NN0266  PID         -  NN0266
 NN0266  STATE/COUNTY-  NE/HOLT
 NN0266  USGS QUAD   -  MEEK SW (1954)
 NN0266
 NN0266                         *CURRENT SURVEY CONTROL
 NN0266  ___________________________________________________________________
 NN0266* NAD 83(1986)-  42 33 41.     (N)    098 39 27.     (W)     SCALED    
 NN0266* NAVD 88     -       598.955  (meters)    1965.07   (feet)  ADJUSTED  
 NN0266  ___________________________________________________________________
 NN0266  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 NN0266  DYNAMIC HT  -         598.725 (meters)    1964.32  (feet)  COMP
 NN0266  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 NN0266
 NN0266  VERT ORDER  -  FIRST     CLASS II
 NN0266
 NN0266.The horizontal coordinates were scaled from a topographic map and have
 NN0266.an estimated accuracy of +/- 6 seconds.
 NN0266
 NN0266.The orthometric height was determined by differential leveling
 NN0266.and adjusted by the National Geodetic Survey in June 1991..
 NN0266
 NN0266.The geoid height was determined by GEOID03.
 NN0266
 NN0266.The dynamic height is computed by dividing the NAVD 88
 NN0266.geopotential number by the normal gravity value computed on the
 NN0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0266.degrees latitude (g = 980.6199 gals.).
 NN0266
 NN0266.The modeled gravity was interpolated from observed gravity values.
 NN0266
 NN0266;                    North         East    Units  Estimated Accuracy
 NN0266;SPC NE       -   303,760.      610,220.      MT  (+/- 180 meters Scaled)
 NN0266
 NN0266                          SUPERSEDED SURVEY CONTROL
 NN0266
 NN0266  NGVD 29 (??/??/92)  598.730  (m)         1964.33   (f) ADJ UNCH    1 2
 NN0266
 NN0266.Superseded values are not recommended for survey control.
 NN0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0266.See file dsdata.txt to determine how the superseded data were derived.
 NN0266
 NN0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN281121(NAD 83)
 NN0266_MARKER: DB = BENCH MARK DISK
 NN0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0266_STAMPING: 1964.333 E 19 1933
 NN0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0266+STABILITY: SURFACE MOTION
 NN0266
 NN0266  HISTORY     - Date     Condition        Report By
 NN0266  HISTORY     - 1933     MONUMENTED       CGS
 NN0266
 NN0266                          STATION DESCRIPTION
 NN0266
 NN0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0266'7.7 MI N FROM O NEILL.
 NN0266'7.7 MILES NORTH ALONG U.S. HIGHWAY 281 FROM O NEILL, HOLT COUNTY,
 NN0266'0.2 MILE NORTH OF A SMALL CONCRETE BRIDGE, 300 FEET SOUTH OF A
 NN0266'SMALL CONCRETE CULVERT, AT THE JUNCTION OF A LANE LEADING TO THE
 NN0266'J.D. DONOHOE FARM (IN 1933), 36 FEET EAST OF THE CENTER LINE OF
 NN0266'THE HIGHWAY, 17 FEET NORTH OF THE CENTER LINE OF THE LANE, 7 FEET
 NN0266'NORTH OF A GATEPOST, AND 1 FOOT EAST OF THE FENCE.  A STANDARD
 NN0266'DISK, STAMPED 1964.333 E 19 1933 AND SET IN THE TOP OF A CONCRETE
 NN0266'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5257 ***********************************************************************
 DG5257  DESIGNATION -  E 19 RESET
 DG5257  PID         -  DG5257
 DG5257  STATE/COUNTY-  NE/HOLT
 DG5257  USGS QUAD   -  MEEK SW (1954)
 DG5257
 DG5257                         *CURRENT SURVEY CONTROL
 DG5257  ___________________________________________________________________
 DG5257* NAD 83(1986)-  42 33 41.     (N)    098 39 27.     (W)     SCALED    
 DG5257* NAVD 88     -       598.23   (meters)    1962.7    (feet)  RESET     
 DG5257  ___________________________________________________________________
 DG5257  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 DG5257
 DG5257  VERT ORDER  -  THIRD
 DG5257
 DG5257.The horizontal coordinates were scaled from a topographic map and have
 DG5257.an estimated accuracy of +/- 6 seconds.
 DG5257
 DG5257.The orthometric height was computed from unverified reset data.
 DG5257.No vertical observational check was made to the station.
 DG5257
 DG5257.The geoid height was determined by GEOID03.
 DG5257
 DG5257;                    North         East    Units  Estimated Accuracy
 DG5257;SPC NE       -   303,760.      610,220.      MT  (+/- 180 meters Scaled)
 DG5257
 DG5257                          SUPERSEDED SURVEY CONTROL
 DG5257
 DG5257.No superseded survey control is available for this station.
 DG5257
 DG5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN281121(NAD 83)
 DG5257_MARKER: DV = VERTICAL CONTROL DISK
 DG5257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5257_STAMPING: E 19 RESET 2003
 DG5257_MARK LOGO: NGS   
 DG5257_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5257+STABILITY: SURFACE MOTION
 DG5257
 DG5257  HISTORY     - Date     Condition        Report By
 DG5257  HISTORY     - 2003     MONUMENTED       NEDR
 DG5257
 DG5257                          STATION DESCRIPTION
 DG5257
 DG5257'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (RS)
 DG5257'FROM THE WEST JUNCTION HWY 20 AND HWY 281 IN ONEILL GO NORTH ON HWY
 DG5257'281 APPROXIMATELY 7.15 MILES TO BM ON EAST ROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1250 ***********************************************************************
 NM1250  DESIGNATION -  E 2
 NM1250  PID         -  NM1250
 NM1250  STATE/COUNTY-  NE/PIERCE
 NM1250  USGS QUAD   -  FOSTER (1963)
 NM1250
 NM1250                         *CURRENT SURVEY CONTROL
 NM1250  ___________________________________________________________________
 NM1250* NAD 83(1986)-  42 16 22.     (N)    097 39 55.     (W)     SCALED    
 NM1250* NAVD 88     -       499.518  (meters)    1638.84   (feet)  ADJUSTED  
 NM1250  ___________________________________________________________________
 NM1250  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NM1250  DYNAMIC HT  -         499.331 (meters)    1638.22  (feet)  COMP
 NM1250  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 NM1250
 NM1250  VERT ORDER  -  FIRST     CLASS II
 NM1250
 NM1250.The horizontal coordinates were scaled from a topographic map and have
 NM1250.an estimated accuracy of +/- 6 seconds.
 NM1250
 NM1250.The orthometric height was determined by differential leveling
 NM1250.and adjusted by the National Geodetic Survey in June 1991..
 NM1250
 NM1250.The geoid height was determined by GEOID03.
 NM1250
 NM1250.The dynamic height is computed by dividing the NAVD 88
 NM1250.geopotential number by the normal gravity value computed on the
 NM1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1250.degrees latitude (g = 980.6199 gals.).
 NM1250
 NM1250.The modeled gravity was interpolated from observed gravity values.
 NM1250
 NM1250;                    North         East    Units  Estimated Accuracy
 NM1250;SPC NE       -   273,450.      692,530.      MT  (+/- 180 meters Scaled)
 NM1250
 NM1250                          SUPERSEDED SURVEY CONTROL
 NM1250
 NM1250.No superseded survey control is available for this station.
 NM1250
 NM1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM100809(NAD 83)
 NM1250_MARKER: DB = BENCH MARK DISK
 NM1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1250+STABILITY: SURFACE MOTION
 NM1250
 NM1250  HISTORY     - Date     Condition        Report By
 NM1250  HISTORY     - UNK      MONUMENTED       CGS
 NM1250  HISTORY     - 1946     MARK NOT FOUND   NGS
 NM1250
 NM1250                          STATION DESCRIPTION
 NM1250
 NM1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NM1250'AT FOSTER.
 NM1250'AT FOSTER, PIERCE COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY
 NM1250'AT THE NYE AND SCHNEIDER CO. ELEVATOR, 31 PACES NORTHEAST OF
 NM1250'THE CENTERLINE OF THE TRACK, AND 4 FEET NORTHWEST OF AND IN LINE
 NM1250'WITH THE NORTHEAST SIDE OF THE ELEVATOR.  THE BOTTOM OF A SQUARE
 NM1250'HOLE SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE
 NM1250'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0186 ***********************************************************************
 NO0186  DESIGNATION -  E 20
 NO0186  PID         -  NO0186
 NO0186  STATE/COUNTY-  NE/CHERRY
 NO0186  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0186
 NO0186                         *CURRENT SURVEY CONTROL
 NO0186  ___________________________________________________________________
 NO0186* NAD 83(1986)-  42 55 11.     (N)    100 34 24.     (W)     SCALED    
 NO0186* NAVD 88     -       828.042  (meters)    2716.67   (feet)  ADJUSTED  
 NO0186  ___________________________________________________________________
 NO0186  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 NO0186  DYNAMIC HT  -         827.714 (meters)    2715.59  (feet)  COMP
 NO0186  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 NO0186
 NO0186  VERT ORDER  -  FIRST     CLASS II
 NO0186
 NO0186.The horizontal coordinates were scaled from a topographic map and have
 NO0186.an estimated accuracy of +/- 6 seconds.
 NO0186
 NO0186.The orthometric height was determined by differential leveling
 NO0186.and adjusted by the National Geodetic Survey in June 1991..
 NO0186
 NO0186.The geoid height was determined by GEOID03.
 NO0186
 NO0186.The dynamic height is computed by dividing the NAVD 88
 NO0186.geopotential number by the normal gravity value computed on the
 NO0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0186.degrees latitude (g = 980.6199 gals.).
 NO0186
 NO0186.The modeled gravity was interpolated from observed gravity values.
 NO0186
 NO0186;                    North         East    Units  Estimated Accuracy
 NO0186;SPC NE       -   342,860.      453,190.      MT  (+/- 180 meters Scaled)
 NO0186
 NO0186                          SUPERSEDED SURVEY CONTROL
 NO0186
 NO0186  NGVD 29 (??/??/92)  827.751  (m)         2715.71   (f) ADJ UNCH    1 2
 NO0186
 NO0186.Superseded values are not recommended for survey control.
 NO0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0186.See file dsdata.txt to determine how the superseded data were derived.
 NO0186
 NO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN715531(NAD 83)
 NO0186_MARKER: DB = BENCH MARK DISK
 NO0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0186_STAMPING: E 20 1933
 NO0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0186+STABILITY: SURFACE MOTION
 NO0186
 NO0186  HISTORY     - Date     Condition        Report By
 NO0186  HISTORY     - 1933     MONUMENTED       CGS
 NO0186  HISTORY     - 1980     MARK NOT FOUND   USGS
 NO0186  HISTORY     - 19920721 MARK NOT FOUND   NGS
 NO0186
 NO0186                          STATION DESCRIPTION
 NO0186
 NO0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0186'3.5 MI N FROM VALENTINE.
 NO0186'ABOUT 3.5 MILES NORTH ALONG U.S. HIGHWAY 83 FROM VALENTINE,
 NO0186'CHERRY COUNTY, ABOUT 0.6 MILE NORTH OF A CROSS ROAD, ABOUT 500
 NO0186'FEET NORTH OF A SMALL BRIDGE, ABOUT 300 FEET NORTHEAST OF HOWARD
 NO0186'L. COLBURN HOUSE, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 NO0186'20 FEET WEST OF A FENCE CORNER, AND 1 FOOT SOUTH OF THE FENCE.
 NO0186'A STANDARD DISK, STAMPED E 20 1933 AND SET IN THE TOP OF A
 NO0186'CONCRETE POST.
 NO0186
 NO0186                          STATION RECOVERY (1980)
 NO0186
 NO0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NO0186'ALL LOCAL FENCES REMOVED OR CHANGED SINCE THE DESCRIPTION WAS
 NO0186'WRITTEN. THERE HAS BEEN NEW ROAD CONSTRUCTION IN THE AREA SINCE THE
 NO0186'MARK WAS ESTABLISHED.
 NO0186
 NO0186                          STATION RECOVERY (1992)
 NO0186
 NO0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NO0186'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 NO0186'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0075 ***********************************************************************
 LJ0075  DESIGNATION -  E 206
 LJ0075  PID         -  LJ0075
 LJ0075  STATE/COUNTY-  NE/HITCHCOCK
 LJ0075  USGS QUAD   -  CULBERTSON NW (1962)
 LJ0075
 LJ0075                         *CURRENT SURVEY CONTROL
 LJ0075  ___________________________________________________________________
 LJ0075* NAD 83(1986)-  40 11 47.     (N)    100 56 13.     (W)     SCALED    
 LJ0075* NAVD 88     -       802.223  (meters)    2631.96   (feet)  ADJUSTED  
 LJ0075  ___________________________________________________________________
 LJ0075  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 LJ0075  DYNAMIC HT  -         801.681 (meters)    2630.18  (feet)  COMP
 LJ0075  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 LJ0075
 LJ0075  VERT ORDER  -  SECOND    CLASS 0
 LJ0075
 LJ0075.The horizontal coordinates were scaled from a topographic map and have
 LJ0075.an estimated accuracy of +/- 6 seconds.
 LJ0075
 LJ0075.The orthometric height was determined by differential leveling
 LJ0075.and adjusted by the National Geodetic Survey in June 1991..
 LJ0075
 LJ0075.The geoid height was determined by GEOID03.
 LJ0075
 LJ0075.The dynamic height is computed by dividing the NAVD 88
 LJ0075.geopotential number by the normal gravity value computed on the
 LJ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0075.degrees latitude (g = 980.6199 gals.).
 LJ0075
 LJ0075.The modeled gravity was interpolated from observed gravity values.
 LJ0075
 LJ0075;                    North         East    Units  Estimated Accuracy
 LJ0075;SPC NE       -    40,740.      420,230.      MT  (+/- 180 meters Scaled)
 LJ0075
 LJ0075                          SUPERSEDED SURVEY CONTROL
 LJ0075
 LJ0075  NGVD 29 (??/??/92)  801.897  (m)         2630.89   (f) ADJ UNCH    2 0
 LJ0075
 LJ0075.Superseded values are not recommended for survey control.
 LJ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0075.See file dsdata.txt to determine how the superseded data were derived.
 LJ0075
 LJ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK351513(NAD 83)
 LJ0075_MARKER: DB = BENCH MARK DISK
 LJ0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0075_SP_SET: WALL
 LJ0075_STAMPING: E 206 1939
 LJ0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0075
 LJ0075  HISTORY     - Date     Condition        Report By
 LJ0075  HISTORY     - 1939     MONUMENTED       CGS
 LJ0075
 LJ0075                          STATION DESCRIPTION
 LJ0075
 LJ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LJ0075'6.2 MI W FROM CULBERTSON.
 LJ0075'6.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0075'FROM THE STATION AT CULBERTSON, HITCHCOCK COUNTY, 180 FEET EAST
 LJ0075'OF SIGNAL BLOCK 3053, AT BRIDGE 305.21, IN THE TOP OF THE SOUTH
 LJ0075'END OF THE EAST CONCRETE BACKWALL, 135 FEET SOUTH OF THE
 LJ0075'CENTERLINE OF A DIRT ROAD, 5 FEET SOUTH OF THE CENTERLINE OF
 LJ0075'THE TRACK, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LJ0075'DISK, STAMPED E 206 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0412 ***********************************************************************
 LG0412  DESIGNATION -  E 207
 LG0412  PID         -  LG0412
 LG0412  STATE/COUNTY-  NE/SEWARD
 LG0412  USGS QUAD   -  PLEASANT DALE (1972)
 LG0412
 LG0412                         *CURRENT SURVEY CONTROL
 LG0412  ___________________________________________________________________
 LG0412* NAD 83(1986)-  40 46 30.     (N)    096 59 04.     (W)     SCALED    
 LG0412* NAVD 88     -       428.661  (meters)    1406.37   (feet)  ADJUSTED  
 LG0412  ___________________________________________________________________
 LG0412  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 LG0412  DYNAMIC HT  -         428.430 (meters)    1405.61  (feet)  COMP
 LG0412  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 LG0412
 LG0412  VERT ORDER  -  SECOND    CLASS 0
 LG0412
 LG0412.The horizontal coordinates were scaled from a topographic map and have
 LG0412.an estimated accuracy of +/- 6 seconds.
 LG0412
 LG0412.The orthometric height was determined by differential leveling
 LG0412.and adjusted by the National Geodetic Survey in June 1991..
 LG0412
 LG0412.The geoid height was determined by GEOID03.
 LG0412
 LG0412.The dynamic height is computed by dividing the NAVD 88
 LG0412.geopotential number by the normal gravity value computed on the
 LG0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0412.degrees latitude (g = 980.6199 gals.).
 LG0412
 LG0412.The modeled gravity was interpolated from observed gravity values.
 LG0412
 LG0412;                    North         East    Units  Estimated Accuracy
 LG0412;SPC NE       -   108,990.      754,460.      MT  (+/- 180 meters Scaled)
 LG0412
 LG0412                          SUPERSEDED SURVEY CONTROL
 LG0412
 LG0412  NGVD 29 (??/??/92)  428.488  (m)         1405.80   (f) ADJ UNCH    2 0
 LG0412
 LG0412.Superseded values are not recommended for survey control.
 LG0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0412.See file dsdata.txt to determine how the superseded data were derived.
 LG0412
 LG0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL700157(NAD 83)
 LG0412_MARKER: DB = BENCH MARK DISK
 LG0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0412_SP_SET: SIGNAL BASE
 LG0412_STAMPING: E 207 1939
 LG0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0412
 LG0412  HISTORY     - Date     Condition        Report By
 LG0412  HISTORY     - 1939     MONUMENTED       CGS
 LG0412
 LG0412                          STATION DESCRIPTION
 LG0412
 LG0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0412'2.7 MI W FROM PLEASANT DALE.
 LG0412'2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0412'FROM THE STATION AT PLEASANT DALE, SEWARD COUNTY, 0.3 MILE WEST
 LG0412'OF BRIDGE 16.04, IN THE TOP OF SIGNAL BASE S 1637, 12 FEET
 LG0412'NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET HIGHER
 LG0412'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 207 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0012 ***********************************************************************
 LG0012  DESIGNATION -  E 208
 LG0012  PID         -  LG0012
 LG0012  STATE/COUNTY-  NE/OTOE
 LG0012  USGS QUAD   -  SYRACUSE (1966)
 LG0012
 LG0012                         *CURRENT SURVEY CONTROL
 LG0012  ___________________________________________________________________
 LG0012* NAD 83(1986)-  40 38 21.     (N)    096 08 37.     (W)     SCALED    
 LG0012* NAVD 88     -       323.642  (meters)    1061.82   (feet)  ADJUSTED  
 LG0012  ___________________________________________________________________
 LG0012  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 LG0012  DYNAMIC HT  -         323.476 (meters)    1061.27  (feet)  COMP
 LG0012  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 LG0012
 LG0012  VERT ORDER  -  FIRST     CLASS II
 LG0012
 LG0012.The horizontal coordinates were scaled from a topographic map and have
 LG0012.an estimated accuracy of +/- 6 seconds.
 LG0012
 LG0012.The orthometric height was determined by differential leveling
 LG0012.and adjusted by the National Geodetic Survey in June 1991..
 LG0012
 LG0012.The geoid height was determined by GEOID03.
 LG0012
 LG0012.The dynamic height is computed by dividing the NAVD 88
 LG0012.geopotential number by the normal gravity value computed on the
 LG0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0012.degrees latitude (g = 980.6199 gals.).
 LG0012
 LG0012.The modeled gravity was interpolated from observed gravity values.
 LG0012
 LG0012;                    North         East    Units  Estimated Accuracy
 LG0012;SPC NE       -    96,740.      826,040.      MT  (+/- 180 meters Scaled)
 LG0012
 LG0012                          SUPERSEDED SURVEY CONTROL
 LG0012
 LG0012  NGVD 29 (??/??/92)  323.526  (m)         1061.43   (f) ADJ UNCH    1 2
 LG0012
 LG0012.Superseded values are not recommended for survey control.
 LG0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0012.See file dsdata.txt to determine how the superseded data were derived.
 LG0012
 LG0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL415026(NAD 83)
 LG0012_MARKER: DB = BENCH MARK DISK
 LG0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0012_STAMPING: E 208 1940
 LG0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0012+STABILITY: SURFACE MOTION
 LG0012
 LG0012  HISTORY     - Date     Condition        Report By
 LG0012  HISTORY     - 1940     MONUMENTED       CGS
 LG0012  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0012
 LG0012                          STATION DESCRIPTION
 LG0012
 LG0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0012'3.4 MI SE FROM SYRACUSE.
 LG0012'3.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0012'RAILROAD FROM THE STATION AT SYRACUSE, OTOE COUNTY, 750 FEET
 LG0012'NORTHEAST OF MILEPOST 24, AT THE CROSSING OF AN EAST-AND-WEST
 LG0012'DIRT ROAD, 48 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 47
 LG0012'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 35 FEET NORTH OF THE
 LG0012'CENTERLINE OF THE ROAD, AND 3 FEET NORTH OF A WHITE WOODEN
 LG0012'WITNESS POST.  A STANDARD DISK, STAMPED E 208 1940 AND SET IN THE
 LG0012'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0012
 LG0012                          STATION RECOVERY (1991)
 LG0012
 LG0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0012'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0083 ***********************************************************************
 NO0083  DESIGNATION -  E 21
 NO0083  PID         -  NO0083
 NO0083  STATE/COUNTY-  NE/CHERRY
 NO0083  USGS QUAD   -  SQUARE LAKE (1987)
 NO0083
 NO0083                         *CURRENT SURVEY CONTROL
 NO0083  ___________________________________________________________________
 NO0083* NAD 83(1986)-  42 27 05.     (N)    100 52 53.     (W)     SCALED    
 NO0083* NAVD 88     -       933.221  (meters)    3061.74   (feet)  ADJUSTED  
 NO0083  ___________________________________________________________________
 NO0083  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 NO0083  DYNAMIC HT  -         932.787 (meters)    3060.32  (feet)  COMP
 NO0083  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 NO0083
 NO0083  VERT ORDER  -  FIRST     CLASS II
 NO0083
 NO0083.The horizontal coordinates were scaled from a topographic map and have
 NO0083.an estimated accuracy of +/- 6 seconds.
 NO0083
 NO0083.The orthometric height was determined by differential leveling
 NO0083.and adjusted by the National Geodetic Survey in June 1991..
 NO0083
 NO0083.The geoid height was determined by GEOID03.
 NO0083
 NO0083.The dynamic height is computed by dividing the NAVD 88
 NO0083.geopotential number by the normal gravity value computed on the
 NO0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0083.degrees latitude (g = 980.6199 gals.).
 NO0083
 NO0083.The modeled gravity was interpolated from observed gravity values.
 NO0083
 NO0083;                    North         East    Units  Estimated Accuracy
 NO0083;SPC NE       -   291,050.      427,510.      MT  (+/- 180 meters Scaled)
 NO0083
 NO0083                          SUPERSEDED SURVEY CONTROL
 NO0083
 NO0083  NGVD 29 (??/??/92)  932.911  (m)         3060.73   (f) ADJ UNCH    1 2
 NO0083
 NO0083.Superseded values are not recommended for survey control.
 NO0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0083.See file dsdata.txt to determine how the superseded data were derived.
 NO0083
 NO0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN452016(NAD 83)
 NO0083_MARKER: DB = BENCH MARK DISK
 NO0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0083_STAMPING: 3060.725 E 21 1933
 NO0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0083+STABILITY: SURFACE MOTION
 NO0083
 NO0083  HISTORY     - Date     Condition        Report By
 NO0083  HISTORY     - 1933     MONUMENTED       CGS
 NO0083  HISTORY     - 1934     GOOD             NGS
 NO0083  HISTORY     - 19850718 MARK NOT FOUND   USPSQD
 NO0083
 NO0083                          STATION DESCRIPTION
 NO0083
 NO0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0083'6.8 MI SW FROM TINY TOWN.
 NO0083'6.8 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE ROAD JUNCTION
 NO0083'AT TINY TOWN, CHERRY COUNTY, 0.3 MILE SOUTHEAST OF THE SEARS
 NO0083'RANCH HOUSE, 75 FEET EAST OF AN AUTOMOBILE GATE ACROSS THE
 NO0083'ROAD, 45 FEET SOUTHWEST OF LITTLE PACKINGHAM LAKE, 48 FEET
 NO0083'EAST OF THE ROAD, AND 1 FOOT WEST OF A FENCE LINE.  A STANDARD
 NO0083'DISK, STAMPED 3060.725 E 21 1933 AND SET IN THE TOP OF A CONCRETE
 NO0083'POST PROJECTING 6 INCHES ABOVE GROUND.
 NO0083
 NO0083                          STATION RECOVERY (1934)
 NO0083
 NO0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NO0083'RECOVERED IN GOOD CONDITION.
 NO0083
 NO0083                          STATION RECOVERY (1985)
 NO0083
 NO0083'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 NO0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1388 ***********************************************************************
 MK1388  DESIGNATION -  E 211
 MK1388  PID         -  MK1388
 MK1388  STATE/COUNTY-  NE/MERRICK
 MK1388  USGS QUAD   -  SILVER CREEK (1958)
 MK1388
 MK1388                         *CURRENT SURVEY CONTROL
 MK1388  ___________________________________________________________________
 MK1388* NAD 83(1986)-  41 18 09.     (N)    097 41 20.     (W)     SCALED    
 MK1388* NAVD 88     -       474.851  (meters)    1557.91   (feet)  ADJUSTED  
 MK1388  ___________________________________________________________________
 MK1388  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 MK1388  DYNAMIC HT  -         474.630 (meters)    1557.18  (feet)  COMP
 MK1388  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 MK1388
 MK1388  VERT ORDER  -  FIRST     CLASS II
 MK1388
 MK1388.The horizontal coordinates were scaled from a topographic map and have
 MK1388.an estimated accuracy of +/- 6 seconds.
 MK1388
 MK1388.The orthometric height was determined by differential leveling
 MK1388.and adjusted by the National Geodetic Survey in June 1991..
 MK1388
 MK1388.The geoid height was determined by GEOID03.
 MK1388
 MK1388.The dynamic height is computed by dividing the NAVD 88
 MK1388.geopotential number by the normal gravity value computed on the
 MK1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1388.degrees latitude (g = 980.6199 gals.).
 MK1388
 MK1388.The modeled gravity was interpolated from observed gravity values.
 MK1388
 MK1388;                    North         East    Units  Estimated Accuracy
 MK1388;SPC NE       -   165,700.      693,470.      MT  (+/- 180 meters Scaled)
 MK1388
 MK1388                          SUPERSEDED SURVEY CONTROL
 MK1388
 MK1388  NGVD 29 (??/??/92)  474.650  (m)         1557.25   (f) ADJ UNCH    1 2
 MK1388
 MK1388.Superseded values are not recommended for survey control.
 MK1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1388.See file dsdata.txt to determine how the superseded data were derived.
 MK1388
 MK1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL097731(NAD 83)
 MK1388_MARKER: DB = BENCH MARK DISK
 MK1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1388_STAMPING: E 271 1940
 MK1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1388+STABILITY: SURFACE MOTION
 MK1388
 MK1388  HISTORY     - Date     Condition        Report By
 MK1388  HISTORY     - 1940     MONUMENTED       CGS
 MK1388
 MK1388                          STATION DESCRIPTION
 MK1388
 MK1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1388'1.7 MI SW FROM SILVER CREEK.
 MK1388'1.7 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT SILVER
 MK1388'CREEK.  BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY
 MK1388'NO. 30, 104 FEET EAST OF MILEPOST NO. 104, 53 FEET NORTH OF
 MK1388'CENTERLINE OF HIGHWAY, 42 FEET SOUTH OF CENTERLINE OF SOUTH
 MK1388'MAIN TRACK, 3.2 FEET WEST OF 4 X 4 INCH WHITE WOODEN POST
 MK1388'PROJECTING 1.8 FEET.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0139 ***********************************************************************
 ML0139  DESIGNATION -  E 212
 ML0139  PID         -  ML0139
 ML0139  STATE/COUNTY-  NE/MERRICK
 ML0139  USGS QUAD   -  CENTRAL CITY WEST (1983)
 ML0139
 ML0139                         *CURRENT SURVEY CONTROL
 ML0139  ___________________________________________________________________
 ML0139* NAD 83(1986)-  41 06 23.     (N)    098 01 07.     (W)     SCALED    
 ML0139* NAVD 88     -       519.628  (meters)    1704.81   (feet)  ADJUSTED  
 ML0139  ___________________________________________________________________
 ML0139  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 ML0139  DYNAMIC HT  -         519.369 (meters)    1703.96  (feet)  COMP
 ML0139  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 ML0139
 ML0139  VERT ORDER  -  FIRST     CLASS II
 ML0139
 ML0139.The horizontal coordinates were scaled from a topographic map and have
 ML0139.an estimated accuracy of +/- 6 seconds.
 ML0139
 ML0139.The orthometric height was determined by differential leveling
 ML0139.and adjusted by the National Geodetic Survey in June 1991..
 ML0139
 ML0139.The geoid height was determined by GEOID03.
 ML0139
 ML0139.The dynamic height is computed by dividing the NAVD 88
 ML0139.geopotential number by the normal gravity value computed on the
 ML0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0139.degrees latitude (g = 980.6199 gals.).
 ML0139
 ML0139.The modeled gravity was interpolated from observed gravity values.
 ML0139
 ML0139;                    North         East    Units  Estimated Accuracy
 ML0139;SPC NE       -   143,250.      666,370.      MT  (+/- 180 meters Scaled)
 ML0139
 ML0139                          SUPERSEDED SURVEY CONTROL
 ML0139
 ML0139  NGVD 29 (??/??/92)  519.408  (m)         1704.09   (f) ADJ UNCH    1 2
 ML0139
 ML0139.Superseded values are not recommended for survey control.
 ML0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0139.See file dsdata.txt to determine how the superseded data were derived.
 ML0139
 ML0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL824510(NAD 83)
 ML0139_MARKER: DB = BENCH MARK DISK
 ML0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0139_SP_SET: CULVERT
 ML0139_STAMPING: E 212 1940
 ML0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0139
 ML0139  HISTORY     - Date     Condition        Report By
 ML0139  HISTORY     - 1940     MONUMENTED       CGS
 ML0139  HISTORY     - 1950     GOOD             NGS
 ML0139
 ML0139                          STATION DESCRIPTION
 ML0139
 ML0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 ML0139'1 MI SW FROM CENTRAL CITY.
 ML0139'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR.,
 ML0139'700 FEET NORTHEAST OF MILEPOST NO. 126, 65.5 FEET NORTH
 ML0139'OF CENTERLINE OF U.S. HIGHWAY NO. 30, 30.8 FEET SOUTH OF
 ML0139'CENTERLINE OF SOUTH MAIN TRACK, BM IS SET FLUSH AND
 ML0139'HORIZONTALLY IN TOP OF EAST END OF SOUTH HEADWALL OF CONCRETE
 ML0139'PIPE CULVERT WHICH RUNS UNDERNEATH RR.  NO 4 X 4 INCH WOODEN
 ML0139'POST WAS SET BECAUSE CONCRETE CULVERT SERVES AS LANDMARK.
 ML0139
 ML0139                          STATION RECOVERY (1950)
 ML0139
 ML0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 ML0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1136 ***********************************************************************
 MK1136  DESIGNATION -  E 213
 MK1136  PID         -  MK1136
 MK1136  STATE/COUNTY-  NE/MADISON
 MK1136  USGS QUAD   -  MADISON (1976)
 MK1136
 MK1136                         *CURRENT SURVEY CONTROL
 MK1136  ___________________________________________________________________
 MK1136* NAD 83(1986)-  41 45 28.     (N)    097 29 13.     (W)     SCALED    
 MK1136* NAVD 88     -       503.550  (meters)    1652.06   (feet)  ADJUSTED  
 MK1136  ___________________________________________________________________
 MK1136  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 MK1136  DYNAMIC HT  -         503.341 (meters)    1651.38  (feet)  COMP
 MK1136  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 MK1136
 MK1136  VERT ORDER  -  FIRST     CLASS II
 MK1136
 MK1136.The horizontal coordinates were scaled from a topographic map and have
 MK1136.an estimated accuracy of +/- 6 seconds.
 MK1136
 MK1136.The orthometric height was determined by differential leveling
 MK1136.and adjusted by the National Geodetic Survey in June 1991..
 MK1136
 MK1136.The geoid height was determined by GEOID03.
 MK1136
 MK1136.The dynamic height is computed by dividing the NAVD 88
 MK1136.geopotential number by the normal gravity value computed on the
 MK1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1136.degrees latitude (g = 980.6199 gals.).
 MK1136
 MK1136.The modeled gravity was interpolated from observed gravity values.
 MK1136
 MK1136;                    North         East    Units  Estimated Accuracy
 MK1136;SPC NE       -   216,700.      708,900.      MT  (+/- 180 meters Scaled)
 MK1136
 MK1136                          SUPERSEDED SURVEY CONTROL
 MK1136
 MK1136  NGVD 29 (??/??/92)  503.362  (m)         1651.45   (f) ADJ UNCH    1 2
 MK1136
 MK1136.Superseded values are not recommended for survey control.
 MK1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1136.See file dsdata.txt to determine how the superseded data were derived.
 MK1136
 MK1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM257239(NAD 83)
 MK1136_MARKER: DB = BENCH MARK DISK
 MK1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1136_STAMPING: E 213 1940
 MK1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1136+STABILITY: SURFACE MOTION
 MK1136
 MK1136  HISTORY     - Date     Condition        Report By
 MK1136  HISTORY     - 1940     MONUMENTED       CGS
 MK1136
 MK1136                          STATION DESCRIPTION
 MK1136
 MK1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1136'5 MI S FROM MADISON.
 MK1136'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 115
 MK1136'FEET NORTHWEST OF CENTER OF INTERSECTION OF EAST-WEST GRAVEL
 MK1136'ROAD AND TRACK, 72 FEET NORTH OF CENTERLINE OF GRAVEL ROAD,
 MK1136'48.5 FEET WEST OF CENTERLINE OF TRACK, 3.0 FEET SOUTH OF 4 X 4
 MK1136'INCH WHITE WOODEN POST PROJECTING 2.0 FEET, 1.5 FEET EAST OF
 MK1136'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1236 ***********************************************************************
 NM1236  DESIGNATION -  E 214
 NM1236  PID         -  NM1236
 NM1236  STATE/COUNTY-  NE/PIERCE
 NM1236  USGS QUAD   -  PIERCE (1976)
 NM1236
 NM1236                         *CURRENT SURVEY CONTROL
 NM1236  ___________________________________________________________________
 NM1236* NAD 83(1986)-  42 11 55.     (N)    097 31 29.     (W)     SCALED    
 NM1236* NAVD 88     -       481.571  (meters)    1579.95   (feet)  ADJUSTED  
 NM1236  ___________________________________________________________________
 NM1236  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NM1236  DYNAMIC HT  -         481.387 (meters)    1579.35  (feet)  COMP
 NM1236  MODELED GRAV-     980,224.4   (mgal)                       NAVD 88
 NM1236
 NM1236  VERT ORDER  -  FIRST     CLASS II
 NM1236
 NM1236.The horizontal coordinates were scaled from a topographic map and have
 NM1236.an estimated accuracy of +/- 6 seconds.
 NM1236
 NM1236.The orthometric height was determined by differential leveling
 NM1236.and adjusted by the National Geodetic Survey in June 1991..
 NM1236
 NM1236.The geoid height was determined by GEOID03.
 NM1236
 NM1236.The dynamic height is computed by dividing the NAVD 88
 NM1236.geopotential number by the normal gravity value computed on the
 NM1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1236.degrees latitude (g = 980.6199 gals.).
 NM1236
 NM1236.The modeled gravity was interpolated from observed gravity values.
 NM1236
 NM1236;                    North         East    Units  Estimated Accuracy
 NM1236;SPC NE       -   265,540.      704,360.      MT  (+/- 180 meters Scaled)
 NM1236
 NM1236                          SUPERSEDED SURVEY CONTROL
 NM1236
 NM1236  NGVD 29 (??/??/92)  481.399  (m)         1579.39   (f) ADJ UNCH    1 2
 NM1236
 NM1236.Superseded values are not recommended for survey control.
 NM1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1236.See file dsdata.txt to determine how the superseded data were derived.
 NM1236
 NM1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM218728(NAD 83)
 NM1236_MARKER: DB = BENCH MARK DISK
 NM1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1236_STAMPING: E 214 1940
 NM1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1236+STABILITY: SURFACE MOTION
 NM1236
 NM1236  HISTORY     - Date     Condition        Report By
 NM1236  HISTORY     - 1940     MONUMENTED       CGS
 NM1236  HISTORY     - 1946     GOOD             NGS
 NM1236  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NM1236
 NM1236                          STATION DESCRIPTION
 NM1236
 NM1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1236'AT PIERCE.
 NM1236'AT PIERCE, PIERCE COUNTY, AT THE CHICAGO AND NORTH WESTERN
 NM1236'RAILWAY STATION, 51 FEET EAST OF THE EAST WALL OF THE STATION,
 NM1236'IN THE NORTHWEST CORNER OF THE CITY PARK, NEAR THE CROSSING OF
 NM1236'MAIN STREET, 60 FEET SOUTH OF THE CENTERLINE OF THE STREET,
 NM1236'AND 31 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 NM1236'DISK, STAMPED E 214 1940 AND SET IN THE TOP OF A CONCRETE POST
 NM1236'PROJECTING 0.3 FOOT ABOVE GROUND.
 NM1236
 NM1236                          STATION RECOVERY (1946)
 NM1236
 NM1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 NM1236'RECOVERED IN GOOD CONDITION.
 NM1236
 NM1236                          STATION RECOVERY (1983)
 NM1236
 NM1236'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0531 ***********************************************************************
 LF0531  DESIGNATION -  E 215
 LF0531  PID         -  LF0531
 LF0531  STATE/COUNTY-  NE/RICHARDSON
 LF0531  USGS QUAD   -  FALLS CITY (1984)
 LF0531
 LF0531                         *CURRENT SURVEY CONTROL
 LF0531  ___________________________________________________________________
 LF0531* NAD 83(1986)-  40 03 27.     (N)    095 36 42.     (W)     SCALED    
 LF0531* NAVD 88     -       282.662  (meters)     927.37   (feet)  ADJUSTED  
 LF0531  ___________________________________________________________________
 LF0531  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LF0531  DYNAMIC HT  -         282.505 (meters)     926.85  (feet)  COMP
 LF0531  MODELED GRAV-     980,062.4   (mgal)                       NAVD 88
 LF0531
 LF0531  VERT ORDER  -  SECOND    CLASS 0
 LF0531
 LF0531.The horizontal coordinates were scaled from a topographic map and have
 LF0531.an estimated accuracy of +/- 6 seconds.
 LF0531
 LF0531.The orthometric height was determined by differential leveling
 LF0531.and adjusted by the National Geodetic Survey in June 1991..
 LF0531
 LF0531.The geoid height was determined by GEOID03.
 LF0531
 LF0531.The dynamic height is computed by dividing the NAVD 88
 LF0531.geopotential number by the normal gravity value computed on the
 LF0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0531.degrees latitude (g = 980.6199 gals.).
 LF0531
 LF0531.The modeled gravity was interpolated from observed gravity values.
 LF0531
 LF0531;                    North         East    Units  Estimated Accuracy
 LF0531;SPC NE       -    34,390.      874,250.      MT  (+/- 180 meters Scaled)
 LF0531
 LF0531                          SUPERSEDED SURVEY CONTROL
 LF0531
 LF0531  NGVD 29 (??/??/92)  282.587  (m)          927.12   (f) ADJ UNCH    2 0
 LF0531
 LF0531.Superseded values are not recommended for survey control.
 LF0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0531.See file dsdata.txt to determine how the superseded data were derived.
 LF0531
 LF0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE772374(NAD 83)
 LF0531_MARKER: DB = BENCH MARK DISK
 LF0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0531_SP_SET: BASE
 LF0531_STAMPING: E 215 1945
 LF0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0531
 LF0531  HISTORY     - Date     Condition        Report By
 LF0531  HISTORY     - 1945     MONUMENTED       CGS
 LF0531
 LF0531                          STATION DESCRIPTION
 LF0531
 LF0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0531'0.9 MI NW FROM FALLS CITY.
 LF0531'AT FALLS CITY, 0.9 MILE NORTHWEST ALONG THE MISSOURI PACIFIC
 LF0531'RAILROAD FROM THE STATION, 125 FEET SOUTH OF A ROAD CROSSING,
 LF0531'AT THE NORTH END OF A SOUTHEAST CURVE, AT SEMAPHORE 385-68, IN
 LF0531'THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE, ON THE WEST
 LF0531'SIDE OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  AN
 LF0531'IRON BENCH-MARK DISK, STAMPED E 215 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0225 ***********************************************************************
 LG0225  DESIGNATION -  E 216
 LG0225  PID         -  LG0225
 LG0225  STATE/COUNTY-  NE/PAWNEE
 LG0225  USGS QUAD   -  TABLE ROCK (1965)
 LG0225
 LG0225                         *CURRENT SURVEY CONTROL
 LG0225  ___________________________________________________________________
 LG0225* NAD 83(1986)-  40 09 49.     (N)    096 03 19.     (W)     SCALED    
 LG0225* NAVD 88     -       310.498  (meters)    1018.69   (feet)  ADJUSTED  
 LG0225  ___________________________________________________________________
 LG0225  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LG0225  DYNAMIC HT  -         310.327 (meters)    1018.13  (feet)  COMP
 LG0225  MODELED GRAV-     980,068.5   (mgal)                       NAVD 88
 LG0225
 LG0225  VERT ORDER  -  SECOND    CLASS 0
 LG0225
 LG0225.The horizontal coordinates were scaled from a topographic map and have
 LG0225.an estimated accuracy of +/- 6 seconds.
 LG0225
 LG0225.The orthometric height was determined by differential leveling
 LG0225.and adjusted by the National Geodetic Survey in June 1991..
 LG0225
 LG0225.The geoid height was determined by GEOID03.
 LG0225
 LG0225.The dynamic height is computed by dividing the NAVD 88
 LG0225.geopotential number by the normal gravity value computed on the
 LG0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0225.degrees latitude (g = 980.6199 gals.).
 LG0225
 LG0225.The modeled gravity was interpolated from observed gravity values.
 LG0225
 LG0225;                    North         East    Units  Estimated Accuracy
 LG0225;SPC NE       -    44,340.      835,910.      MT  (+/- 180 meters Scaled)
 LG0225
 LG0225                          SUPERSEDED SURVEY CONTROL
 LG0225
 LG0225  NGVD 29 (??/??/92)  310.411  (m)         1018.41   (f) ADJ UNCH    2 0
 LG0225
 LG0225.Superseded values are not recommended for survey control.
 LG0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0225.See file dsdata.txt to determine how the superseded data were derived.
 LG0225
 LG0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK507500(NAD 83)
 LG0225_MARKER: DB = BENCH MARK DISK
 LG0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0225_SP_SET: CULVERT
 LG0225_STAMPING: E 216 1945
 LG0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0225
 LG0225  HISTORY     - Date     Condition        Report By
 LG0225  HISTORY     - 1945     MONUMENTED       CGS
 LG0225
 LG0225                          STATION DESCRIPTION
 LG0225
 LG0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LG0225'1.5 MI SE FROM TABLE ROCK.
 LG0225'1.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0225'RAILROAD FROM THE STATION AT TABLE ROCK, PAWNEE COUNTY, 50 FEET
 LG0225'SOUTH OF THE CENTER LINE OF THE TRACK, 12.5 FEET NORTH OF THE
 LG0225'CENTER LINE OF A DIRT ROAD PARALLELING THE TRACK, AT A CONCRETE
 LG0225'CULVERT UNDER THE DIRT ROAD, IN THE TOP OF THE WEST END OF THE
 LG0225'NORTHEAST HEAD WALL, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LG0225'AND ABOUT 3 FEET LOWER THAN THE ROAD.  AN IRON BENCH-MARK DISK,
 LG0225'STAMPED E 216 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0177 ***********************************************************************
 NN0177  DESIGNATION -  E 217
 NN0177  PID         -  NN0177
 NN0177  STATE/COUNTY-  NE/HOLT
 NN0177  USGS QUAD   -  PAGE (1986)
 NN0177
 NN0177                         *CURRENT SURVEY CONTROL
 NN0177  ___________________________________________________________________
 NN0177* NAD 83(1986)-  42 23 37.     (N)    098 27 23.     (W)     SCALED    
 NN0177* NAVD 88     -       596.488  (meters)    1956.98   (feet)  ADJUSTED  
 NN0177  ___________________________________________________________________
 NN0177  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 NN0177  DYNAMIC HT  -         596.255 (meters)    1956.21  (feet)  COMP
 NN0177  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 NN0177
 NN0177  VERT ORDER  -  FIRST     CLASS II
 NN0177
 NN0177.The horizontal coordinates were scaled from a topographic map and have
 NN0177.an estimated accuracy of +/- 6 seconds.
 NN0177
 NN0177.The orthometric height was determined by differential leveling
 NN0177.and adjusted by the National Geodetic Survey in June 1991..
 NN0177
 NN0177.The geoid height was determined by GEOID03.
 NN0177
 NN0177.The dynamic height is computed by dividing the NAVD 88
 NN0177.geopotential number by the normal gravity value computed on the
 NN0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0177.degrees latitude (g = 980.6199 gals.).
 NN0177
 NN0177.The modeled gravity was interpolated from observed gravity values.
 NN0177
 NN0177;                    North         East    Units  Estimated Accuracy
 NN0177;SPC NE       -   285,400.      627,060.      MT  (+/- 180 meters Scaled)
 NN0177
 NN0177                          SUPERSEDED SURVEY CONTROL
 NN0177
 NN0177  NGVD 29 (??/??/92)  596.284  (m)         1956.31   (f) ADJ UNCH    1 2
 NN0177
 NN0177.Superseded values are not recommended for survey control.
 NN0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0177.See file dsdata.txt to determine how the superseded data were derived.
 NN0177
 NN0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM447936(NAD 83)
 NN0177_MARKER: DB = BENCH MARK DISK
 NN0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0177_STAMPING: E 217 1946
 NN0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0177+STABILITY: SURFACE MOTION
 NN0177
 NN0177  HISTORY     - Date     Condition        Report By
 NN0177  HISTORY     - 1946     MONUMENTED       CGS
 NN0177
 NN0177                          STATION DESCRIPTION
 NN0177
 NN0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0177'0.6 MI S FROM PAGE.
 NN0177'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0177'PAGE, HOLT COUNTY, THENCE 2.0 MILES WEST ALONG A GRADED DIRT
 NN0177'ROAD, AT THE INTERSECTION OF ANOTHER GRADED DIRT ROAD, 86 FEET
 NN0177'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AT THE
 NN0177'NORTHWEST CORNER OF A SHELTER BELT, 52 FEET SOUTHWEST OF A
 NN0177'POWER-TRANSMISSION LINE POLE, 1 FOOT NORTH OF A FENCE, 1 FOOT
 NN0177'EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0177'EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED E 217 1946 AND
 NN0177'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NN0177'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0327 ***********************************************************************
 NN0327  DESIGNATION -  E 218
 NN0327  PID         -  NN0327
 NN0327  STATE/COUNTY-  NE/HOLT
 NN0327  USGS QUAD   -  ATKINSON (1974)
 NN0327
 NN0327                         *CURRENT SURVEY CONTROL
 NN0327  ___________________________________________________________________
 NN0327* NAD 83(1986)-  42 31 34.     (N)    098 58 01.     (W)     SCALED    
 NN0327* NAVD 88     -       641.825  (meters)    2105.72   (feet)  ADJUSTED  
 NN0327  ___________________________________________________________________
 NN0327  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 NN0327  DYNAMIC HT  -         641.571 (meters)    2104.89  (feet)  COMP
 NN0327  MODELED GRAV-     980,204.0   (mgal)                       NAVD 88
 NN0327
 NN0327  VERT ORDER  -  FIRST     CLASS II
 NN0327
 NN0327.The horizontal coordinates were scaled from a topographic map and have
 NN0327.an estimated accuracy of +/- 6 seconds.
 NN0327
 NN0327.The orthometric height was determined by differential leveling
 NN0327.and adjusted by the National Geodetic Survey in June 1991..
 NN0327
 NN0327.The geoid height was determined by GEOID03.
 NN0327
 NN0327.The dynamic height is computed by dividing the NAVD 88
 NN0327.geopotential number by the normal gravity value computed on the
 NN0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0327.degrees latitude (g = 980.6199 gals.).
 NN0327
 NN0327.The modeled gravity was interpolated from observed gravity values.
 NN0327
 NN0327;                    North         East    Units  Estimated Accuracy
 NN0327;SPC NE       -   299,490.      584,860.      MT  (+/- 180 meters Scaled)
 NN0327
 NN0327                          SUPERSEDED SURVEY CONTROL
 NN0327
 NN0327  NGVD 29 (??/??/92)  641.597  (m)         2104.97   (f) ADJ UNCH    1 2
 NN0327
 NN0327.Superseded values are not recommended for survey control.
 NN0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0327.See file dsdata.txt to determine how the superseded data were derived.
 NN0327
 NN0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN027081(NAD 83)
 NN0327_MARKER: DB = BENCH MARK DISK
 NN0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0327_STAMPING: E 218 1946
 NN0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0327+STABILITY: SURFACE MOTION
 NN0327
 NN0327  HISTORY     - Date     Condition        Report By
 NN0327  HISTORY     - 1946     MONUMENTED       CGS
 NN0327
 NN0327                          STATION DESCRIPTION
 NN0327
 NN0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0327'AT ATKINSON.
 NN0327'AT ATKINSON, HOLT COUNTY, 0.5 MILE EAST ALONG THE CHICAGO AND
 NN0327'NORTH WESTERN RAILWAY FROM THE STATION, AT THE STOCK YARDS, 1 FOOT
 NN0327'SOUTHWEST OF THE NORTHWEST CORNER, 4 FEET NORTHWEST OF MILEPOST
 NN0327'173, 33.4 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK, 1
 NN0327'FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0327'TRACK.  A STANDARD DISK, STAMPED E 218 1946 AND SET IN THE TOP OF
 NN0327'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0404 ***********************************************************************
 NN0404  DESIGNATION -  E 219
 NN0404  PID         -  NN0404
 NN0404  STATE/COUNTY-  NE/BOYD
 NN0404  USGS QUAD   -  DUSTIN (1951)
 NN0404
 NN0404                         *CURRENT SURVEY CONTROL
 NN0404  ___________________________________________________________________
 NN0404* NAD 83(1986)-  42 51 46.     (N)    099 05 57.     (W)     SCALED    
 NN0404* NAVD 88     -       566.053  (meters)    1857.13   (feet)  ADJUSTED  
 NN0404  ___________________________________________________________________
 NN0404  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 NN0404  DYNAMIC HT  -         565.846 (meters)    1856.45  (feet)  COMP
 NN0404  MODELED GRAV-     980,237.4   (mgal)                       NAVD 88
 NN0404
 NN0404  VERT ORDER  -  SECOND    CLASS 0
 NN0404
 NN0404.The horizontal coordinates were scaled from a topographic map and have
 NN0404.an estimated accuracy of +/- 6 seconds.
 NN0404
 NN0404.The orthometric height was determined by differential leveling
 NN0404.and adjusted by the National Geodetic Survey in June 1991..
 NN0404
 NN0404.The geoid height was determined by GEOID03.
 NN0404
 NN0404.The dynamic height is computed by dividing the NAVD 88
 NN0404.geopotential number by the normal gravity value computed on the
 NN0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0404.degrees latitude (g = 980.6199 gals.).
 NN0404
 NN0404.The modeled gravity was interpolated from observed gravity values.
 NN0404
 NN0404;                    North         East    Units  Estimated Accuracy
 NN0404;SPC NE       -   336,760.      573,610.      MT  (+/- 180 meters Scaled)
 NN0404
 NN0404                          SUPERSEDED SURVEY CONTROL
 NN0404
 NN0404  NGVD 29 (??/??/92)  565.806  (m)         1856.32   (f) ADJ UNCH    2 0
 NN0404
 NN0404.Superseded values are not recommended for survey control.
 NN0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0404.See file dsdata.txt to determine how the superseded data were derived.
 NN0404
 NN0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN918455(NAD 83)
 NN0404_MARKER: DB = BENCH MARK DISK
 NN0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0404_STAMPING: E 219 1946
 NN0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0404+STABILITY: SURFACE MOTION
 NN0404
 NN0404  HISTORY     - Date     Condition        Report By
 NN0404  HISTORY     - 1946     MONUMENTED       CGS
 NN0404
 NN0404                          STATION DESCRIPTION
 NN0404
 NN0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0404'22.1 MI N FROM STUART.
 NN0404'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0404'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0404'NO. 20, THENCE NORTH 19.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0404'MARK, BENCH MARK IS ON TOP OF THE FIRST HILL NORTH OF THE
 NN0404'NIOBRARA RIVER BRIDGE, 48.0 FEET EAST OF AND ABOUT LEVEL WITH THE
 NN0404'CENTER LINE OF THE ROAD, 21.0 FEET SOUTHEAST OF A FENCE CORNER,
 NN0404'1.0 FOOT SOUTHWEST OF A FENCE AND 1.0 FOOT NORTHWEST OF A 4 IN
 NN0404'X 4 IN MARKER POST.  A BRONZE DISK STAMPED E 219 1946 AND SET IN
 NN0404'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 NN0404'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0193 ***********************************************************************
 MM0193  DESIGNATION -  E 22
 MM0193  PID         -  MM0193
 MM0193  STATE/COUNTY-  NE/HOOKER
 MM0193  USGS QUAD   -  DISMAL RIVER RANCH (1985)
 MM0193
 MM0193                         *CURRENT SURVEY CONTROL
 MM0193  ___________________________________________________________________
 MM0193* NAD 83(1986)-  41 52 25.     (N)    101 02 22.     (W)     SCALED    
 MM0193* NAVD 88     -      1008.299  (meters)    3308.06   (feet)  ADJUSTED  
 MM0193  ___________________________________________________________________
 MM0193  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 MM0193  DYNAMIC HT  -        1007.759 (meters)    3306.29  (feet)  COMP
 MM0193  MODELED GRAV-     980,051.2   (mgal)                       NAVD 88
 MM0193
 MM0193  VERT ORDER  -  FIRST     CLASS II
 MM0193
 MM0193.The horizontal coordinates were scaled from a topographic map and have
 MM0193.an estimated accuracy of +/- 6 seconds.
 MM0193
 MM0193.The orthometric height was determined by differential leveling
 MM0193.and adjusted by the National Geodetic Survey in June 1991..
 MM0193
 MM0193.The geoid height was determined by GEOID03.
 MM0193
 MM0193.The dynamic height is computed by dividing the NAVD 88
 MM0193.geopotential number by the normal gravity value computed on the
 MM0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0193.degrees latitude (g = 980.6199 gals.).
 MM0193
 MM0193.The modeled gravity was interpolated from observed gravity values.
 MM0193
 MM0193;                    North         East    Units  Estimated Accuracy
 MM0193;SPC NE       -   227,040.      413,740.      MT  (+/- 180 meters Scaled)
 MM0193
 MM0193                          SUPERSEDED SURVEY CONTROL
 MM0193
 MM0193  NGVD 29 (??/??/92) 1007.961  (m)         3306.95   (f) ADJ UNCH    1 2
 MM0193
 MM0193.Superseded values are not recommended for survey control.
 MM0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0193.See file dsdata.txt to determine how the superseded data were derived.
 MM0193
 MM0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM307377(NAD 83)
 MM0193_MARKER: DB = BENCH MARK DISK
 MM0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0193_STAMPING: 3306.952 E 22 1933
 MM0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0193+STABILITY: SURFACE MOTION
 MM0193
 MM0193  HISTORY     - Date     Condition        Report By
 MM0193  HISTORY     - 1933     MONUMENTED       CGS
 MM0193  HISTORY     - 1984     GOOD             USGS
 MM0193
 MM0193                          STATION DESCRIPTION
 MM0193
 MM0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0193'12.7 MI S FROM MULLEN.
 MM0193'12.7 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0193'MULLEN, HOOKER COUNTY, 1.6 MILES NORTH OF DISMAL RIVER, 100 FEET
 MM0193'SOUTH OF A HIGH KNOLL, AT THE TOP OF A HILL, 70 FEET WEST OF
 MM0193'THE CENTERLINE OF THE OLD HIGHWAY, AND 5 FEET EAST OF A FENCE
 MM0193'LINE.  A STANDARD DISK, STAMPED 3306.952 E 22 1933 AND SET IN
 MM0193'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0193
 MM0193                          STATION RECOVERY (1984)
 MM0193
 MM0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0193'MULLEN, 12.7 MILES SOUTH ALONG STATE HIGHWAY 97 FROM MULLEN, HOOKER
 MM0193'CO. 1.6 MILES NORTH OF DISMAL RIVER, 100 FEET SOUTH OF A HIGH KNOLL.
 MM0193'70 FEET WEST OF THE CENTERLINE OF OLD 1948 U.S. HIGHWAY 83, A
 MM0193'STANDARD DISK, STAMPED 3306.952 E 22 1933' SET IN TOP OF A CONCRETE
 MM0193'POST PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0369 ***********************************************************************
 NN0369  DESIGNATION -  E 220
 NN0369  PID         -  NN0369
 NN0369  STATE/COUNTY-  NE/ROCK
 NN0369  USGS QUAD   -  NEWPORT SW (1954)
 NN0369
 NN0369                         *CURRENT SURVEY CONTROL
 NN0369  ___________________________________________________________________
 NN0369* NAD 83(1986)-  42 35 08.     (N)    099 23 13.     (W)     SCALED    
 NN0369* NAVD 88     -       689.719  (meters)    2262.85   (feet)  ADJUSTED  
 NN0369  ___________________________________________________________________
 NN0369  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 NN0369  DYNAMIC HT  -         689.442 (meters)    2261.94  (feet)  COMP
 NN0369  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 NN0369
 NN0369  VERT ORDER  -  FIRST     CLASS II
 NN0369
 NN0369.The horizontal coordinates were scaled from a topographic map and have
 NN0369.an estimated accuracy of +/- 6 seconds.
 NN0369
 NN0369.The orthometric height was determined by differential leveling
 NN0369.and adjusted by the National Geodetic Survey in June 1991..
 NN0369
 NN0369.The geoid height was determined by GEOID03.
 NN0369
 NN0369.The dynamic height is computed by dividing the NAVD 88
 NN0369.geopotential number by the normal gravity value computed on the
 NN0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0369.degrees latitude (g = 980.6199 gals.).
 NN0369
 NN0369.The modeled gravity was interpolated from observed gravity values.
 NN0369
 NN0369;                    North         East    Units  Estimated Accuracy
 NN0369;SPC NE       -   305,760.      550,320.      MT  (+/- 180 meters Scaled)
 NN0369
 NN0369                          SUPERSEDED SURVEY CONTROL
 NN0369
 NN0369  NGVD 29 (??/??/92)  689.479  (m)         2262.07   (f) ADJ UNCH    1 2
 NN0369
 NN0369.Superseded values are not recommended for survey control.
 NN0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0369.See file dsdata.txt to determine how the superseded data were derived.
 NN0369
 NN0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN682148(NAD 83)
 NN0369_MARKER: DB = BENCH MARK DISK
 NN0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0369_STAMPING: E 220 1946
 NN0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0369+STABILITY: SURFACE MOTION
 NN0369
 NN0369  HISTORY     - Date     Condition        Report By
 NN0369  HISTORY     - 1946     MONUMENTED       CGS
 NN0369  HISTORY     - 1976     GOOD             NGS
 NN0369
 NN0369                          STATION DESCRIPTION
 NN0369
 NN0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0369'0.5 MI S FROM NEWPORT.
 NN0369'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0369'NEWPORT, ROCK COUNTY, THENCE 3.2 MILES WEST ALONG U.S. HIGHWAY
 NN0369'20, 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.5 FEET
 NN0369'EAST OF A FENCE CORNER 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF
 NN0369'A WHITE WOODEN WITNESS POST, AND 1-1/2 FEET LOWER THAN THE
 NN0369'HIGHWAY.  A STANDARD DISK, STAMPED E 220 1946 AND SET IN THE
 NN0369'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0369
 NN0369                          STATION RECOVERY (1976)
 NN0369
 NN0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NN0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0370 ***********************************************************************
 NN0370  DESIGNATION -  E 220 RESET
 NN0370  PID         -  NN0370
 NN0370  STATE/COUNTY-  NE/ROCK
 NN0370  USGS QUAD   -  NEWPORT SW (1954)
 NN0370
 NN0370                         *CURRENT SURVEY CONTROL
 NN0370  ___________________________________________________________________
 NN0370* NAD 83(1986)-  42 35 08.     (N)    099 23 13.     (W)     SCALED    
 NN0370* NAVD 88     -       689.36   (+/-2cm)    2261.7    (feet)  VERTCON   
 NN0370  ___________________________________________________________________
 NN0370  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 NN0370
 NN0370  VERT ORDER  -  THIRD (See Below)
 NN0370
 NN0370.The horizontal coordinates were scaled from a topographic map and have
 NN0370.an estimated accuracy of +/- 6 seconds.
 NN0370
 NN0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0370.The vertical order pertains to the NGVD 29 superseded value.
 NN0370
 NN0370.The geoid height was determined by GEOID03.
 NN0370
 NN0370;                    North         East    Units  Estimated Accuracy
 NN0370;SPC NE       -   305,760.      550,320.      MT  (+/- 180 meters Scaled)
 NN0370
 NN0370                          SUPERSEDED SURVEY CONTROL
 NN0370
 NN0370  NGVD 29 (08/02/06)  689.12   (m)         2260.9    (f) RESET       3  
 NN0370
 NN0370.Superseded values are not recommended for survey control.
 NN0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0370.See file dsdata.txt to determine how the superseded data were derived.
 NN0370
 NN0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN682148(NAD 83)
 NN0370_MARKER: DB = BENCH MARK DISK
 NN0370_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0370+WITH SETTING: INTO GROUND
 NN0370_STAMPING: E 220 RESET 1976
 NN0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0370+STABILITY: SURFACE MOTION
 NN0370
 NN0370  HISTORY     - Date     Condition        Report By
 NN0370  HISTORY     - 1976     MONUMENTED       NGS
 NN0370  HISTORY     - 1982     GOOD             LOCSUR
 NN0370
 NN0370                          STATION DESCRIPTION
 NN0370
 NN0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0370'2.8 MI SW FROM NEWPORT.
 NN0370'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 NN0370'NEWPORT, ROCK COUNTY, THENCE 3.2 MILES WEST ALONG U.S. HIGHWAY
 NN0370'20, 60.3 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 30 FEET WEST
 NN0370'OF A NORTH-SOUTH FENCELINE, 4 FEET WEST OF A CONCRETE RIGHT-OF-WAY
 NN0370'MARKER AND 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD
 NN0370'BENCH MARK DISK STAMPED, E 220 RESET 1976, CRIMPED TO THE TOP
 NN0370'OF A 5/8 INCH COPPER COATED ROD WITH A STEEL PLATE BOLTED AT
 NN0370'THE BOTTOM, ENCASED IN A TILE WITH GRAVEL AND FLUSH WITH THE
 NN0370'GROUND SURFACE.
 NN0370
 NN0370                          STATION RECOVERY (1982)
 NN0370
 NN0370'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1244 ***********************************************************************
 NM1244  DESIGNATION -  E 221
 NM1244  PID         -  NM1244
 NM1244  STATE/COUNTY-  NE/PIERCE
 NM1244  USGS QUAD   -  PIERCE (1976)
 NM1244
 NM1244                         *CURRENT SURVEY CONTROL
 NM1244  ___________________________________________________________________
 NM1244* NAD 83(1986)-  42 14 11.     (N)    097 36 04.     (W)     SCALED    
 NM1244* NAVD 88     -       494.138  (meters)    1621.18   (feet)  ADJUSTED  
 NM1244  ___________________________________________________________________
 NM1244  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NM1244  DYNAMIC HT  -         493.950 (meters)    1620.57  (feet)  COMP
 NM1244  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 NM1244
 NM1244  VERT ORDER  -  FIRST     CLASS II
 NM1244
 NM1244.The horizontal coordinates were scaled from a topographic map and have
 NM1244.an estimated accuracy of +/- 6 seconds.
 NM1244
 NM1244.The orthometric height was determined by differential leveling
 NM1244.and adjusted by the National Geodetic Survey in June 1991..
 NM1244
 NM1244.The geoid height was determined by GEOID03.
 NM1244
 NM1244.The dynamic height is computed by dividing the NAVD 88
 NM1244.geopotential number by the normal gravity value computed on the
 NM1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1244.degrees latitude (g = 980.6199 gals.).
 NM1244
 NM1244.The modeled gravity was interpolated from observed gravity values.
 NM1244
 NM1244;                    North         East    Units  Estimated Accuracy
 NM1244;SPC NE       -   269,550.      697,940.      MT  (+/- 180 meters Scaled)
 NM1244
 NM1244                          SUPERSEDED SURVEY CONTROL
 NM1244
 NM1244  NGVD 29 (??/??/92)  493.962  (m)         1620.61   (f) ADJ UNCH    1 2
 NM1244
 NM1244.Superseded values are not recommended for survey control.
 NM1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1244.See file dsdata.txt to determine how the superseded data were derived.
 NM1244
 NM1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM154769(NAD 83)
 NM1244_MARKER: DB = BENCH MARK DISK
 NM1244_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1244_SP_SET: CULVERT HEADWALL
 NM1244_STAMPING: E 221 1946
 NM1244_MARK LOGO: CGS   
 NM1244_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1244+STABILITY: SURFACE MOTION
 NM1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1244+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1244
 NM1244  HISTORY     - Date     Condition        Report By
 NM1244  HISTORY     - 1946     MONUMENTED       CGS
 NM1244  HISTORY     - 19991025 GOOD             NGS
 NM1244
 NM1244                          STATION DESCRIPTION
 NM1244
 NM1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1244'4.7 MI NW FROM PIERCE.
 NM1244'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COUNTY
 NM1244'COURTHOUSE AT PIERCE PIERCE COUNTY, AT THE INTERSECTION OF A
 NM1244'NORTH-AND-SOUTH DIRT ROAD, 81 FEET NORTHEAST OF THE CENTERLINE
 NM1244'OF THE HIGHWAY, 27 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD,
 NM1244'AT A STONE CULVERT UNDER THE CHICAGO AND NORTH WESTERN RAILWAY,
 NM1244'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL, AND
 NM1244'15 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 NM1244'DISK, STAMPED E 221 1946.
 NM1244
 NM1244                          STATION RECOVERY (1999)
 NM1244
 NM1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1244'7.3 KM (4.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 NM1244'IN PIERCE, IN TOP OF AND 0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST END
 NM1244'OF THE NORTHEAST STONE HEADWALL OF A CULVERT UNDER AN ABANDONED
 NM1244'RAILROAD GRADE, 39.7 M (130.2 FT) SOUTHEAST OF THE CENTER OF STATE
 NM1244'HIGHWAY 121 (546 AVENUE) , 24.3 M (79.7 FT) NORTHEAST OF THE HIGHWAY
 NM1244'CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 NM1244'(1.3 FT) NORTHWEST OF THE SOUTHWEST FACE OF THE HEADWALL.  NOTE--THE
 NM1244'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0141 ***********************************************************************
 NN0141  DESIGNATION -  E 222
 NN0141  PID         -  NN0141
 NN0141  STATE/COUNTY-  NE/ANTELOPE
 NN0141  USGS QUAD   -  ROYAL (1986)
 NN0141
 NN0141                         *CURRENT SURVEY CONTROL
 NN0141  ___________________________________________________________________
 NN0141* NAD 83(1986)-  42 20 08.     (N)    098 01 46.     (W)     SCALED    
 NN0141* NAVD 88     -       559.089  (meters)    1834.28   (feet)  ADJUSTED  
 NN0141  ___________________________________________________________________
 NN0141  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 NN0141  DYNAMIC HT  -         558.868 (meters)    1833.55  (feet)  COMP
 NN0141  MODELED GRAV-     980,208.9   (mgal)                       NAVD 88
 NN0141
 NN0141  VERT ORDER  -  FIRST     CLASS II
 NN0141
 NN0141.The horizontal coordinates were scaled from a topographic map and have
 NN0141.an estimated accuracy of +/- 6 seconds.
 NN0141
 NN0141.The orthometric height was determined by differential leveling
 NN0141.and adjusted by the National Geodetic Survey in June 1991..
 NN0141
 NN0141.The geoid height was determined by GEOID03.
 NN0141
 NN0141.The dynamic height is computed by dividing the NAVD 88
 NN0141.geopotential number by the normal gravity value computed on the
 NN0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0141.degrees latitude (g = 980.6199 gals.).
 NN0141
 NN0141.The modeled gravity was interpolated from observed gravity values.
 NN0141
 NN0141;                    North         East    Units  Estimated Accuracy
 NN0141;SPC NE       -   279,670.      662,350.      MT  (+/- 180 meters Scaled)
 NN0141
 NN0141                          SUPERSEDED SURVEY CONTROL
 NN0141
 NN0141  NGVD 29 (??/??/92)  558.888  (m)         1833.62   (f) ADJ UNCH    1 2
 NN0141
 NN0141.Superseded values are not recommended for survey control.
 NN0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0141.See file dsdata.txt to determine how the superseded data were derived.
 NN0141
 NN0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM799874(NAD 83)
 NN0141_MARKER: DB = BENCH MARK DISK
 NN0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0141_STAMPING: E 222 1946
 NN0141_MARK LOGO: CGS   
 NN0141_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0141+STABILITY: SURFACE MOTION
 NN0141
 NN0141  HISTORY     - Date     Condition        Report By
 NN0141  HISTORY     - 1946     MONUMENTED       CGS
 NN0141  HISTORY     - 19940815 GOOD             NEDR
 NN0141
 NN0141                          STATION DESCRIPTION
 NN0141
 NN0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0141'3 MI W FROM BRUNSWICK.
 NN0141'3.0 MILES WEST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 NN0141'BRUNSWICK, ANTELOPE COUNTY, AT THE INTERSECTION OF STATE HIGHWAY
 NN0141'14, 130 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET SOUTH
 NN0141'OF THE CENTERLINE OF THE GRAVEL ROAD, IN LINE WITH A ROW OF
 NN0141'TREES, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 NN0141'THE GRAVEL ROAD.  A STANDARD DISK, STAMPED E 222 1946 AND SET IN
 NN0141'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0141
 NN0141                          STATION RECOVERY (1994)
 NN0141
 NN0141'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0141'ABOUT 3.0 MI (4.8 KM) WEST FROM BRUNSWICK, ON PUBLIC RIGHT-OF-WAY AND
 NN0141'NEAR THE NORTHEAST CORNER OF SEC8, T27N, R6W. TO REACH FROM THE
 NN0141'JUNCTION OF U.S.  HIGHWAY 20 WITH STATE HIGHWAY 14, ABOUT 3 MI (4.8
 NN0141'KM) WEST FROM BRUNSWICK, GO SOUTH ON HIGHWAY 14 FOR 0.8 MI (1.3 KM) TO
 NN0141'THE MARK ON THE RIGHT, AT THE INTERSECTION OF A COUNTY ROAD. THE DISK
 NN0141'IS SET INTO THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND
 NN0141'SURFACE AND 36.58 M (120.01 FT) WEST FROM THE CENTERLINE OF THE
 NN0141'HIGHWAY, 12.20 M (40.03 FT) SOUTH FROM THE CENTERLINE OF THE COUNTY
 NN0141'ROAD, 5.0 M (16.4 FT) WEST FROM THE EAST FARM DRIVE, 23.900 M (78.412
 NN0141'FT) SOUTHWEST FROM A NAIL AND WASHER IN THE TOP OF A BRACE POST,
 NN0141'23.415 M (76.821 FT) SOUTH-SOUTHEAST FROM A NAIL AND WASHER IN THE TOP
 NN0141'OF A FENCE POST, 27.416 M (89.947 FT) SOUTHEAST FROM A NAIL AND WASHER
 NN0141'IN THE TOP OF A FENCE POST AND 21.845 M (71.670 FT) WEST FROM A
 NN0141'CHISELED-X IN A RIGHT-OF-WAY MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0380 ***********************************************************************
 NN0380  DESIGNATION -  E 223
 NN0380  PID         -  NN0380
 NN0380  STATE/COUNTY-  NE/KEYA PAHA
 NN0380  USGS QUAD   -  JAMISON (1964)
 NN0380
 NN0380                         *CURRENT SURVEY CONTROL
 NN0380  ___________________________________________________________________
 NN0380* NAD 83(1986)-  42 57 05.     (N)    099 20 00.     (W)     SCALED    
 NN0380* NAVD 88     -       619.978  (meters)    2034.04   (feet)  ADJUSTED  
 NN0380  ___________________________________________________________________
 NN0380  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NN0380  DYNAMIC HT  -         619.742 (meters)    2033.27  (feet)  COMP
 NN0380  MODELED GRAV-     980,219.9   (mgal)                       NAVD 88
 NN0380
 NN0380  VERT ORDER  -  SECOND    CLASS 0
 NN0380
 NN0380.The horizontal coordinates were scaled from a topographic map and have
 NN0380.an estimated accuracy of +/- 6 seconds.
 NN0380
 NN0380.The orthometric height was determined by differential leveling
 NN0380.and adjusted by the National Geodetic Survey in June 1991..
 NN0380
 NN0380.The geoid height was determined by GEOID03.
 NN0380
 NN0380.The dynamic height is computed by dividing the NAVD 88
 NN0380.geopotential number by the normal gravity value computed on the
 NN0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0380.degrees latitude (g = 980.6199 gals.).
 NN0380
 NN0380.The modeled gravity was interpolated from observed gravity values.
 NN0380
 NN0380;                    North         East    Units  Estimated Accuracy
 NN0380;SPC NE       -   346,430.      554,400.      MT  (+/- 180 meters Scaled)
 NN0380
 NN0380                          SUPERSEDED SURVEY CONTROL
 NN0380
 NN0380  NGVD 29 (??/??/92)  619.684  (m)         2033.08   (f) ADJ UNCH    2 0
 NN0380
 NN0380.Superseded values are not recommended for survey control.
 NN0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0380.See file dsdata.txt to determine how the superseded data were derived.
 NN0380
 NN0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN728554(NAD 83)
 NN0380_MARKER: DB = BENCH MARK DISK
 NN0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0380_STAMPING: E 223 1946
 NN0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0380+STABILITY: SURFACE MOTION
 NN0380
 NN0380  HISTORY     - Date     Condition        Report By
 NN0380  HISTORY     - 1946     MONUMENTED       CGS
 NN0380
 NN0380                          STATION DESCRIPTION
 NN0380
 NN0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0380'1.5 MI N FROM BROCKSBURG.
 NN0380'ALONG A GRADED COUNTY ROAD, 1.5 MILES NORTH OF BROCKSBURG SCHOOL,
 NN0380'4.5 MILES SOUTHWEST OF JAMISON, ON THE SOUTH SLOPE OF A HILL,
 NN0380'NEAR A FENCE CORNER, 39 FEET WEST OF THE CENTER OF THE ROAD,
 NN0380'7 FEET WEST OF A CORNER FENCE POST, 2 FEET NORTH OF A FENCE,
 NN0380'2 FEET EAST OF WITNESS POST.  A BRONZE DISK STAMPED E 223 1946
 NN0380'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0551 ***********************************************************************
 NN0551  DESIGNATION -  E 224
 NN0551  PID         -  NN0551
 NN0551  STATE/COUNTY-  NE/KEYA PAHA
 NN0551  USGS QUAD   -  BURTON (1964)
 NN0551
 NN0551                         *CURRENT SURVEY CONTROL
 NN0551  ___________________________________________________________________
 NN0551* NAD 83(1986)-  42 54 41.     (N)    099 34 17.     (W)     SCALED    
 NN0551* NAVD 88     -       653.457  (meters)    2143.88   (feet)  ADJUSTED  
 NN0551  ___________________________________________________________________
 NN0551  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 NN0551  DYNAMIC HT  -         653.205 (meters)    2143.06  (feet)  COMP
 NN0551  MODELED GRAV-     980,214.1   (mgal)                       NAVD 88
 NN0551
 NN0551  VERT ORDER  -  FIRST     CLASS II
 NN0551
 NN0551.The horizontal coordinates were scaled from a topographic map and have
 NN0551.an estimated accuracy of +/- 6 seconds.
 NN0551
 NN0551.The orthometric height was determined by differential leveling
 NN0551.and adjusted by the National Geodetic Survey in June 1991..
 NN0551
 NN0551.The geoid height was determined by GEOID03.
 NN0551
 NN0551.The dynamic height is computed by dividing the NAVD 88
 NN0551.geopotential number by the normal gravity value computed on the
 NN0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0551.degrees latitude (g = 980.6199 gals.).
 NN0551
 NN0551.The modeled gravity was interpolated from observed gravity values.
 NN0551
 NN0551;                    North         East    Units  Estimated Accuracy
 NN0551;SPC NE       -   341,860.      535,000.      MT  (+/- 180 meters Scaled)
 NN0551
 NN0551                          SUPERSEDED SURVEY CONTROL
 NN0551
 NN0551  NGVD 29 (??/??/92)  653.171  (m)         2142.95   (f) ADJ UNCH    1 2
 NN0551
 NN0551.Superseded values are not recommended for survey control.
 NN0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0551.See file dsdata.txt to determine how the superseded data were derived.
 NN0551
 NN0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN533511(NAD 83)
 NN0551_MARKER: DB = BENCH MARK DISK
 NN0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0551_STAMPING: E 224 1946
 NN0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0551+STABILITY: SURFACE MOTION
 NN0551
 NN0551  HISTORY     - Date     Condition        Report By
 NN0551  HISTORY     - 1946     MONUMENTED       CGS
 NN0551  HISTORY     - 1962     GOOD             USGS
 NN0551
 NN0551                          STATION DESCRIPTION
 NN0551
 NN0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0551'1 MI E FROM BURTON.
 NN0551'ALONG A GRADED COUNTY ROAD, 1.0 MILE EAST OF BURTON POST OFFICE,
 NN0551'AT A TURN IN THE ROAD, NEAR A SECTION CORNER, 31 FEET EAST OF
 NN0551'THE CENTER OF AN EAST-WEST ROAD, 27 FEET NORTH OF THE CENTER
 NN0551'OF A NORTH-SOUTH ROAD, 10 FEET EAST OF A CORNER FENCE POST, 3
 NN0551'FEET NORTH OF A FENCE, 2 FEET WEST OF WITNESS POST.
 NN0551
 NN0551                          STATION RECOVERY (1962)
 NN0551
 NN0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1182 ***********************************************************************
 NM1182  DESIGNATION -  E 225
 NM1182  PID         -  NM1182
 NM1182  STATE/COUNTY-  NE/WAYNE
 NM1182  USGS QUAD   -  WINSIDE (1963)
 NM1182
 NM1182                         *CURRENT SURVEY CONTROL
 NM1182  ___________________________________________________________________
 NM1182* NAD 83(1986)-  42 10 26.     (N)    097 12 46.     (W)     SCALED    
 NM1182* NAVD 88     -       483.667  (meters)    1586.83   (feet)  ADJUSTED  
 NM1182  ___________________________________________________________________
 NM1182  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 NM1182  DYNAMIC HT  -         483.488 (meters)    1586.24  (feet)  COMP
 NM1182  MODELED GRAV-     980,236.2   (mgal)                       NAVD 88
 NM1182
 NM1182  VERT ORDER  -  FIRST     CLASS II
 NM1182
 NM1182.The horizontal coordinates were scaled from a topographic map and have
 NM1182.an estimated accuracy of +/- 6 seconds.
 NM1182
 NM1182.The orthometric height was determined by differential leveling
 NM1182.and adjusted by the National Geodetic Survey in June 1991..
 NM1182
 NM1182.The geoid height was determined by GEOID03.
 NM1182
 NM1182.The dynamic height is computed by dividing the NAVD 88
 NM1182.geopotential number by the normal gravity value computed on the
 NM1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1182.degrees latitude (g = 980.6199 gals.).
 NM1182
 NM1182.The modeled gravity was interpolated from observed gravity values.
 NM1182
 NM1182;                    North         East    Units  Estimated Accuracy
 NM1182;SPC NE       -   263,580.      730,190.      MT  (+/- 180 meters Scaled)
 NM1182
 NM1182                          SUPERSEDED SURVEY CONTROL
 NM1182
 NM1182  NGVD 29 (??/??/92)  483.475  (m)         1586.20   (f) ADJ UNCH    1 2
 NM1182
 NM1182.Superseded values are not recommended for survey control.
 NM1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1182.See file dsdata.txt to determine how the superseded data were derived.
 NM1182
 NM1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM476706(NAD 83)
 NM1182_MARKER: DB = BENCH MARK DISK
 NM1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1182_STAMPING: E 225 1947
 NM1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1182+STABILITY: SURFACE MOTION
 NM1182
 NM1182  HISTORY     - Date     Condition        Report By
 NM1182  HISTORY     - 1947     MONUMENTED       CGS
 NM1182
 NM1182                          STATION DESCRIPTION
 NM1182
 NM1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1182'2 MI SW FROM WINSIDE.
 NM1182'2.0 MI SW ALONG THE CHICAGO, ST. PAUL AND MINNEAPOLIS AND OMAHA
 NM1182'RAILWAY FROM THE STATION AT WINSIDE, 0.1 MI SW OF MILE POST
 NM1182'EMR 30, AT A COUNTY DIRT ROAD CROSSING, 121.0 FT SW OF THE CENTER
 NM1182'OF THE DIRT ROAD (MEASURED PARALLEL WITH THE TRACK), 66.0 FT W OF
 NM1182'THE CENTER OF THE ROAD CROSSING, 43.2 FT NW OF THE NW RAIL OF THE
 NM1182'TRACK, 3.0 FT SE OF THE NW RIGHT OF WAY FENCE, 2.0 FT SW OF A
 NM1182'REFERENCE POST, SET IN A CONCRETE POST ABOUT 1 FOOT ABOVE THE
 NM1182'TRACK AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0501 ***********************************************************************
 NN0501  DESIGNATION -  E 226
 NN0501  PID         -  NN0501
 NN0501  STATE/COUNTY-  NE/BROWN
 NN0501  USGS QUAD   -  LONG PINE (1954)
 NN0501
 NN0501                         *CURRENT SURVEY CONTROL
 NN0501  ___________________________________________________________________
 NN0501* NAD 83(1986)-  42 32 54.     (N)    099 42 58.     (W)     SCALED    
 NN0501* NAVD 88     -       731.821  (meters)    2400.98   (feet)  ADJUSTED  
 NN0501  ___________________________________________________________________
 NN0501  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 NN0501  DYNAMIC HT  -         731.516 (meters)    2399.98  (feet)  COMP
 NN0501  MODELED GRAV-     980,181.0   (mgal)                       NAVD 88
 NN0501
 NN0501  VERT ORDER  -  FIRST     CLASS II
 NN0501
 NN0501.The horizontal coordinates were scaled from a topographic map and have
 NN0501.an estimated accuracy of +/- 6 seconds.
 NN0501
 NN0501.The orthometric height was determined by differential leveling
 NN0501.and adjusted by the National Geodetic Survey in June 1991..
 NN0501
 NN0501.The geoid height was determined by GEOID03.
 NN0501
 NN0501.The dynamic height is computed by dividing the NAVD 88
 NN0501.geopotential number by the normal gravity value computed on the
 NN0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0501.degrees latitude (g = 980.6199 gals.).
 NN0501
 NN0501.The modeled gravity was interpolated from observed gravity values.
 NN0501
 NN0501;                    North         East    Units  Estimated Accuracy
 NN0501;SPC NE       -   301,490.      523,310.      MT  (+/- 180 meters Scaled)
 NN0501
 NN0501                          SUPERSEDED SURVEY CONTROL
 NN0501
 NN0501  NGVD 29 (??/??/92)  731.544  (m)         2400.07   (f) ADJ UNCH    1 2
 NN0501
 NN0501.Superseded values are not recommended for survey control.
 NN0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0501.See file dsdata.txt to determine how the superseded data were derived.
 NN0501
 NN0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN412109(NAD 83)
 NN0501_MARKER: DB = BENCH MARK DISK
 NN0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0501_STAMPING: E 226 1946
 NN0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0501+STABILITY: SURFACE MOTION
 NN0501
 NN0501  HISTORY     - Date     Condition        Report By
 NN0501  HISTORY     - 1946     MONUMENTED       CGS
 NN0501
 NN0501                          STATION DESCRIPTION
 NN0501
 NN0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0501'1 MI N FROM LONG PINE.
 NN0501'1.0 MILE NORTH ALONG A PAVED STREET AND STATE HIGHWAY 55 FROM
 NN0501'THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT LONG PINE,
 NN0501'BROWN COUNTY, THENCE 0.8 MILE WEST ALONG U.S. HIGHWAY 20, AT THE
 NN0501'INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 81 FEET NORTH OF THE
 NN0501'CENTERLINE OF THE HIGHWAY, 77 FEET WEST OF THE CENTERLINE OF THE
 NN0501'DIRT ROAD, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND 15
 NN0501'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 226
 NN0501'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 NN0501'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0014 ***********************************************************************
 NO0014  DESIGNATION -  E 227
 NO0014  PID         -  NO0014
 NO0014  STATE/COUNTY-  NE/BROWN
 NO0014  USGS QUAD   -  BRUSH CREEK (1985)
 NO0014
 NO0014                         *CURRENT SURVEY CONTROL
 NO0014  ___________________________________________________________________
 NO0014* NAD 83(1986)-  42 35 24.     (N)    100 08 00.     (W)     SCALED    
 NO0014* NAVD 88     -       795.031  (meters)    2608.36   (feet)  ADJUSTED  
 NO0014  ___________________________________________________________________
 NO0014  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 NO0014  DYNAMIC HT  -         794.696 (meters)    2607.27  (feet)  COMP
 NO0014  MODELED GRAV-     980,173.4   (mgal)                       NAVD 88
 NO0014
 NO0014  VERT ORDER  -  FIRST     CLASS II
 NO0014
 NO0014.The horizontal coordinates were scaled from a topographic map and have
 NO0014.an estimated accuracy of +/- 6 seconds.
 NO0014
 NO0014.The orthometric height was determined by differential leveling
 NO0014.and adjusted by the National Geodetic Survey in June 1991..
 NO0014
 NO0014.The geoid height was determined by GEOID03.
 NO0014
 NO0014.The dynamic height is computed by dividing the NAVD 88
 NO0014.geopotential number by the normal gravity value computed on the
 NO0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0014.degrees latitude (g = 980.6199 gals.).
 NO0014
 NO0014.The modeled gravity was interpolated from observed gravity values.
 NO0014
 NO0014;                    North         East    Units  Estimated Accuracy
 NO0014;SPC NE       -   306,090.      489,060.      MT  (+/- 180 meters Scaled)
 NO0014
 NO0014                          SUPERSEDED SURVEY CONTROL
 NO0014
 NO0014  NGVD 29 (??/??/92)  794.739  (m)         2607.41   (f) ADJ UNCH    1 2
 NO0014
 NO0014.Superseded values are not recommended for survey control.
 NO0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0014.See file dsdata.txt to determine how the superseded data were derived.
 NO0014
 NO0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN070159(NAD 83)
 NO0014_MARKER: DB = BENCH MARK DISK
 NO0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0014_STAMPING: E 227 1946
 NO0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0014+STABILITY: SURFACE MOTION
 NO0014
 NO0014  HISTORY     - Date     Condition        Report By
 NO0014  HISTORY     - 1946     MONUMENTED       CGS
 NO0014  HISTORY     - 1975     GOOD             NGS
 NO0014
 NO0014                          STATION DESCRIPTION
 NO0014
 NO0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0014'4.7 MI NW FROM JOHNSTOWN.
 NO0014'4.7 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO
 NO0014'AND NORTH WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY,
 NO0014'AT THE JUNCTION OF A PRIVATE ROAD LEADING NORTH, 90 FEET
 NO0014'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 68 FEET WEST OF THE
 NO0014'CENTERLINE OF THE PRIVATE ROAD, 42 FEET SOUTHWEST OF THE
 NO0014'CENTERLINE OF THE C. AND N.W. RY. TRACK, 1 FOOT SOUTHEAST OF A
 NO0014'WHITE WOODEN WITNESS POST, IN LINE WITH A ROW OF POLES, AND 1 FOOT
 NO0014'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 227 1946
 NO0014'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NO0014'GROUND.
 NO0014
 NO0014                          STATION RECOVERY (1975)
 NO0014
 NO0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0022 ***********************************************************************
 NO0022  DESIGNATION -  E 228 RESET
 NO0022  PID         -  NO0022
 NO0022  STATE/COUNTY-  NE/CHERRY
 NO0022  USGS QUAD   -  WOOD LAKE (1985)
 NO0022
 NO0022                         *CURRENT SURVEY CONTROL
 NO0022  ___________________________________________________________________
 NO0022* NAD 83(1995)-  42 38 21.57056(N)    100 14 50.75802(W)     ADJUSTED  
 NO0022* NAVD 88     -       819.61   (meters)    2689.0    (feet)  RESET     
 NO0022  ___________________________________________________________________
 NO0022  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 NO0022  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 NO0022
 NO0022  HORZ ORDER  -  THIRD
 NO0022  VERT ORDER  -  THIRD
 NO0022
 NO0022.The horizontal coordinates were established by classical geodetic methods
 NO0022.and adjusted by the National Geodetic Survey in August 1997..
 NO0022.No horizontal observational check was made to the station.
 NO0022
 NO0022.The orthometric height was computed from unverified reset data.
 NO0022.No vertical observational check was made to the station.
 NO0022
 NO0022.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0022
 NO0022.The geoid height was determined by GEOID03.
 NO0022
 NO0022;                    North         East     Units Scale Factor Converg.
 NO0022;SPC NE       -   311,586.233   479,709.461   MT  0.99985466   -0 09 50.3
 NO0022;UTM  14      - 4,721,517.923   397,730.449   MT  0.99972868   -0 50 42.2
 NO0022
 NO0022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0022!SPC NE       -   0.99987493  x   0.99985466  =   0.99972961
 NO0022!UTM  14      -   0.99987493  x   0.99972868  =   0.99960364
 NO0022
 NO0022                          SUPERSEDED SURVEY CONTROL
 NO0022
 NO0022  NAD 83(1986)-  42 38 21.57444(N)    100 14 50.76799(W) AD(       ) 3
 NO0022  NAD 27      -  42 38 21.56681(N)    100 14 49.30911(W) AD(       ) 3
 NO0022  NGVD 29 (08/02/06)  819.32   (m)         2688.1    (f) RESET       3  
 NO0022
 NO0022.Superseded values are not recommended for survey control.
 NO0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0022.See file dsdata.txt to determine how the superseded data were derived.
 NO0022
 NO0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9773021518(NAD 83)
 NO0022_MARKER: DB = BENCH MARK DISK
 NO0022_SETTING: 0 = UNSPECIFIED SETTING
 NO0022_STAMPING: E 228 RESET 1975
 NO0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0022
 NO0022  HISTORY     - Date     Condition        Report By
 NO0022  HISTORY     - 1975     MONUMENTED       NGS
 NO0022  HISTORY     - 1975     GOOD             NGS
 NO0022
 NO0022                          STATION DESCRIPTION
 NO0022
 NO0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NO0022'0.5 MI W FROM WOOD LAKE.
 NO0022'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 NO0022'WOOD LAKE TO INTERSECTION OF U.S. HIGHWAY 20, THEN ABOUT 150
 NO0022'FEET WEST TO MARK ON LEFT, 95 FEET SOUTH OF THE CENTERLINE
 NO0022'OF HIGHWAY 20, 42 FEET SOUTH OF THE GRAVELED ROAD AND 1 FOOT
 NO0022'EAST OF A METAL WITNESS POST.  A 4-INCH CAST ALUMINUM BENCH
 NO0022'MARK, STAMPED E 228 RESET 1975, AND SET FLUSH WITH THE GROUND
 NO0022'SURFACE.
 NO0022
 NO0022                          STATION RECOVERY (1975)
 NO0022
 NO0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0059 ***********************************************************************
 NO0059  DESIGNATION -  E 229
 NO0059  PID         -  NO0059
 NO0059  STATE/COUNTY-  NE/KEYA PAHA
 NO0059  USGS QUAD   -  NORDEN (1983)
 NO0059
 NO0059                         *CURRENT SURVEY CONTROL
 NO0059  ___________________________________________________________________
 NO0059* NAD 83(1986)-  42 50 09.     (N)    100 04 29.     (W)     SCALED    
 NO0059* NAVD 88     -       742.577  (meters)    2436.27   (feet)  ADJUSTED  
 NO0059  ___________________________________________________________________
 NO0059  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 NO0059  DYNAMIC HT  -         742.288 (meters)    2435.32  (feet)  COMP
 NO0059  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 NO0059
 NO0059  VERT ORDER  -  SECOND    CLASS 0
 NO0059
 NO0059.The horizontal coordinates were scaled from a topographic map and have
 NO0059.an estimated accuracy of +/- 6 seconds.
 NO0059
 NO0059.The orthometric height was determined by differential leveling
 NO0059.and adjusted by the National Geodetic Survey in June 1991..
 NO0059
 NO0059.The geoid height was determined by GEOID03.
 NO0059
 NO0059.The dynamic height is computed by dividing the NAVD 88
 NO0059.geopotential number by the normal gravity value computed on the
 NO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0059.degrees latitude (g = 980.6199 gals.).
 NO0059
 NO0059.The modeled gravity was interpolated from observed gravity values.
 NO0059
 NO0059;                    North         East    Units  Estimated Accuracy
 NO0059;SPC NE       -   333,390.      493,890.      MT  (+/- 180 meters Scaled)
 NO0059
 NO0059                          SUPERSEDED SURVEY CONTROL
 NO0059
 NO0059  NGVD 29 (??/??/92)  742.274  (m)         2435.28   (f) ADJ UNCH    2 0
 NO0059
 NO0059.Superseded values are not recommended for survey control.
 NO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0059.See file dsdata.txt to determine how the superseded data were derived.
 NO0059
 NO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN121431(NAD 83)
 NO0059_MARKER: DB = BENCH MARK DISK
 NO0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0059_STAMPING: E 229 1946
 NO0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0059+STABILITY: SURFACE MOTION
 NO0059
 NO0059  HISTORY     - Date     Condition        Report By
 NO0059  HISTORY     - 1946     MONUMENTED       CGS
 NO0059
 NO0059                          STATION DESCRIPTION
 NO0059
 NO0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0059'2.2 MI S FROM NORDEN.
 NO0059'ABOUT 2.2 MILES SOUTH ALONG A DIRT ROAD FROM THE NORDEN
 NO0059'SCHOOL BUILDING AT NORDEN, AND AT THE ENTRANCE TO THE W.L.
 NO0059'MUNDORF FARM, 135 FEET EAST OF THE NORTHEAST CORNER OF A STONE
 NO0059'DWELLING HOUSE, 58 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER
 NO0059'LINE OF THE ROAD, 42 FEET NORTH OF THE NORTHEAST CORNER OF A
 NO0059'CHICKEN HOUSE, 20 FEET NORTH OF AN 8 INCH CEDAR TREE, 1 FOOT
 NO0059'WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED E
 NO0059'229 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0059'4 INCHES ABOVE THE GROUND.  STAMPED E 229 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0122 ***********************************************************************
 MM0122  DESIGNATION -  E 23
 MM0122  PID         -  MM0122
 MM0122  STATE/COUNTY-  NE/LINCOLN
 MM0122  USGS QUAD   -  GOOD HOPE CEMETERY (1972)
 MM0122
 MM0122                         *CURRENT SURVEY CONTROL
 MM0122  ___________________________________________________________________
 MM0122* NAD 83(1986)-  41 16 20.     (N)    100 50 09.     (W)     SCALED    
 MM0122* NAVD 88     -       903.815  (meters)    2965.27   (feet)  ADJUSTED  
 MM0122  ___________________________________________________________________
 MM0122  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 MM0122  DYNAMIC HT  -         903.280 (meters)    2963.51  (feet)  COMP
 MM0122  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 MM0122
 MM0122  VERT ORDER  -  FIRST     CLASS II
 MM0122
 MM0122.The horizontal coordinates were scaled from a topographic map and have
 MM0122.an estimated accuracy of +/- 6 seconds.
 MM0122
 MM0122.The orthometric height was determined by differential leveling
 MM0122.and adjusted by the National Geodetic Survey in June 1994..
 MM0122
 MM0122.The geoid height was determined by GEOID03.
 MM0122
 MM0122.The dynamic height is computed by dividing the NAVD 88
 MM0122.geopotential number by the normal gravity value computed on the
 MM0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0122.degrees latitude (g = 980.6199 gals.).
 MM0122
 MM0122.The modeled gravity was interpolated from observed gravity values.
 MM0122
 MM0122;                    North         East    Units  Estimated Accuracy
 MM0122;SPC NE       -   160,090.      429,990.      MT  (+/- 180 meters Scaled)
 MM0122
 MM0122                          SUPERSEDED SURVEY CONTROL
 MM0122
 MM0122  NAVD 88 (06/15/91)  903.808  (m)         2965.24   (f) UNKNOWN     1 2
 MM0122  NGVD 29 (??/??/92)  903.457  (m)         2964.09   (f) ADJ UNCH    1 2
 MM0122
 MM0122.Superseded values are not recommended for survey control.
 MM0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0122.See file dsdata.txt to determine how the superseded data were derived.
 MM0122
 MM0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL462706(NAD 83)
 MM0122_MARKER: DB = BENCH MARK DISK
 MM0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0122+STABILITY: SURFACE MOTION
 MM0122
 MM0122  HISTORY     - Date     Condition        Report By
 MM0122  HISTORY     - UNK      MONUMENTED       CGS
 MM0122  HISTORY     - 1933     GOOD             NGS
 MM0122
 MM0122                          STATION DESCRIPTION
 MM0122
 MM0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MM0122'11.2 MI N FROM NORTH PLATTE.
 MM0122'11.2 MILES NORTH 1.5 MILES NORTH AND WEST OF A CEMETERY WHERE THE
 MM0122'HIGHWAY TURNS FROM A NORTHERLY TO A NORTHWESTERLY DIRECTION, 30
 MM0122'FT. EAST OF CENTER OF HWY. 183, 2 FT. EAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0123 ***********************************************************************
 MM0123  DESIGNATION -  E 23 RESET
 MM0123  PID         -  MM0123
 MM0123  STATE/COUNTY-  NE/LINCOLN
 MM0123  USGS QUAD   -  GOOD HOPE CEMETERY (1972)
 MM0123
 MM0123                         *CURRENT SURVEY CONTROL
 MM0123  ___________________________________________________________________
 MM0123* NAD 83(1986)-  41 16 20.     (N)    100 50 09.     (W)     SCALED    
 MM0123* NAVD 88     -       903.715  (meters)    2964.94   (feet)  ADJUSTED  
 MM0123  ___________________________________________________________________
 MM0123  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 MM0123  DYNAMIC HT  -         903.180 (meters)    2963.18  (feet)  COMP
 MM0123  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 MM0123
 MM0123  VERT ORDER  -  FIRST     CLASS II
 MM0123
 MM0123.The horizontal coordinates were scaled from a topographic map and have
 MM0123.an estimated accuracy of +/- 6 seconds.
 MM0123
 MM0123.The orthometric height was determined by differential leveling
 MM0123.and adjusted by the National Geodetic Survey in June 1994..
 MM0123
 MM0123.The geoid height was determined by GEOID03.
 MM0123
 MM0123.The dynamic height is computed by dividing the NAVD 88
 MM0123.geopotential number by the normal gravity value computed on the
 MM0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0123.degrees latitude (g = 980.6199 gals.).
 MM0123
 MM0123.The modeled gravity was interpolated from observed gravity values.
 MM0123
 MM0123;                    North         East    Units  Estimated Accuracy
 MM0123;SPC NE       -   160,090.      429,990.      MT  (+/- 180 meters Scaled)
 MM0123
 MM0123                          SUPERSEDED SURVEY CONTROL
 MM0123
 MM0123  NGVD 29 (02/14/92)  903.357  (m)         2963.76   (f) ADJUSTED    1 2
 MM0123
 MM0123.Superseded values are not recommended for survey control.
 MM0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0123.See file dsdata.txt to determine how the superseded data were derived.
 MM0123
 MM0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL462706(NAD 83)
 MM0123_MARKER: DB = BENCH MARK DISK
 MM0123_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MM0123+WITH SETTING: INTO GROUND
 MM0123_SP_SET: METAL ROD WITH BASE PLATE
 MM0123_STAMPING: E 23 RESET 1961
 MM0123_MARK LOGO: CGS   
 MM0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0123+STABILITY: SURFACE MOTION
 MM0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0123+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0123
 MM0123  HISTORY     - Date     Condition        Report By
 MM0123  HISTORY     - 1961     MONUMENTED       NEDR
 MM0123  HISTORY     - 19910820 GOOD             NGS
 MM0123
 MM0123                          STATION DESCRIPTION
 MM0123
 MM0123'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 MM0123'10.7 MI NW FROM NORTH PLATTE.
 MM0123'THIS MARK IS LOCATED 3.5 MILES NORTH ALONG THE 1961 ROUTE OF U.S.
 MM0123'HIGHWAY NO. 83, FROM THE INTERSECTION OF U.S. HIGHWAY NO. 30
 MM0123'WEST AT NORTH PLATTE, THEN 7.2 MILES NORTHWEST ON 1961 ROUTE OF
 MM0123'HIGHWAY NO. 97, 85 FEET WEST OF THE CENTERLINE OF THE NEW
 MM0123'HIGHWAY, 2 FEET EAST OF A NORTH-SOUTH FENCE, AND 1900 FEET SOUTH
 MM0123'OF THE START OF A CURVE, AND SET IN THE TOP OF AN 8-INCH
 MM0123'CONCRETE FILLED METAL PIPE PROJECTING 6 INCHES ABOVE THE GROUND.
 MM0123
 MM0123                          STATION RECOVERY (1991)
 MM0123
 MM0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0123'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0123'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0123'11.5 KM (7.15 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 106.7 M
 MM0123'(350.1 FT) NORTHWEST OF A RIGHT-OF-WAY POST AND AN OFFSET IN A FENCE
 MM0123'LINE, 27.0 M (88.6 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.5 M
 MM0123'(1.6 FT) NORTHEAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW
 MM0123'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 MM0123'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0362 ***********************************************************************
 MK0362  DESIGNATION -  E 231
 MK0362  PID         -  MK0362
 MK0362  STATE/COUNTY-  NE/BURT
 MK0362  USGS QUAD   -  OAKLAND (1966)
 MK0362
 MK0362                         *CURRENT SURVEY CONTROL
 MK0362  ___________________________________________________________________
 MK0362* NAD 83(1986)-  41 45 21.     (N)    096 28 53.     (W)     SCALED    
 MK0362* NAVD 88     -       405.239  (meters)    1329.52   (feet)  ADJUSTED  
 MK0362  ___________________________________________________________________
 MK0362  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 MK0362  DYNAMIC HT  -         405.090 (meters)    1329.03  (feet)  COMP
 MK0362  MODELED GRAV-     980,240.8   (mgal)                       NAVD 88
 MK0362
 MK0362  VERT ORDER  -  SECOND    CLASS 0
 MK0362
 MK0362.The horizontal coordinates were scaled from a topographic map and have
 MK0362.an estimated accuracy of +/- 6 seconds.
 MK0362
 MK0362.The orthometric height was determined by differential leveling
 MK0362.and adjusted by the National Geodetic Survey in June 1991..
 MK0362
 MK0362.The geoid height was determined by GEOID03.
 MK0362
 MK0362.The dynamic height is computed by dividing the NAVD 88
 MK0362.geopotential number by the normal gravity value computed on the
 MK0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0362.degrees latitude (g = 980.6199 gals.).
 MK0362
 MK0362.The modeled gravity was interpolated from observed gravity values.
 MK0362
 MK0362;                    North         East    Units  Estimated Accuracy
 MK0362;SPC NE       -   219,400.      792,450.      MT  (+/- 180 meters Scaled)
 MK0362
 MK0362                          SUPERSEDED SURVEY CONTROL
 MK0362
 MK0362  NGVD 29 (??/??/92)  405.105  (m)         1329.08   (f) ADJ UNCH    2 0
 MK0362
 MK0362.Superseded values are not recommended for survey control.
 MK0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0362.See file dsdata.txt to determine how the superseded data were derived.
 MK0362
 MK0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM093257(NAD 83)
 MK0362_MARKER: DB = BENCH MARK DISK
 MK0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0362_STAMPING: E 231 1947
 MK0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0362+STABILITY: SURFACE MOTION
 MK0362
 MK0362  HISTORY     - Date     Condition        Report By
 MK0362  HISTORY     - 1947     MONUMENTED       CGS
 MK0362
 MK0362                          STATION DESCRIPTION
 MK0362
 MK0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0362'2.7 MI NE FROM UEHLING.
 MK0362'1.7 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0362'FROM THE STATION AT UEHLING, THENCE 0.4 MILE EAST ALONG A
 MK0362'PRIVATE ROAD AND 0.6 MILE EAST ALONG A COUNTY DIRT ROAD, AT
 MK0362'THE TOP OF A HILL, 0.2 MILE EAST OF A WOODEN BRIDGE OVER A CREEK,
 MK0362'35.0 FEET SOUTH OF THE CENTER OF THE ROAD, 2.7 FEET EAST OF
 MK0362'POWER LINE POLE NO. A7 29-15, 1.5 FOOT WEST OF A REFERENCE
 MK0362'POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE ROAD AND
 MK0362'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0525 ***********************************************************************
 MK0525  DESIGNATION -  E 233 RESET
 MK0525  PID         -  MK0525
 MK0525  STATE/COUNTY-  NE/WASHINGTON
 MK0525  USGS QUAD   -  FORT CALHOUN (1975)
 MK0525
 MK0525                         *CURRENT SURVEY CONTROL
 MK0525  ___________________________________________________________________
 MK0525* NAD 83(1986)-  41 25 19.     (N)    096 06 48.     (W)     SCALED    
 MK0525* NAVD 88     -       403.72   (meters)    1324.5    (feet)  RESET     
 MK0525  ___________________________________________________________________
 MK0525  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 MK0525
 MK0525  VERT ORDER  -  THIRD
 MK0525
 MK0525.The horizontal coordinates were scaled from a topographic map and have
 MK0525.an estimated accuracy of +/- 6 seconds.
 MK0525
 MK0525.The orthometric height was computed from unverified reset data.
 MK0525
 MK0525.The geoid height was determined by GEOID03.
 MK0525
 MK0525;                    North         East    Units  Estimated Accuracy
 MK0525;SPC NE       -   183,680.      824,690.      MT  (+/- 180 meters Scaled)
 MK0525
 MK0525                          SUPERSEDED SURVEY CONTROL
 MK0525
 MK0525  NGVD 29 (??/??/??)  403.57   (m)         1324.0    (f) RESET       3  
 MK0525
 MK0525.Superseded values are not recommended for survey control.
 MK0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0525.See file dsdata.txt to determine how the superseded data were derived.
 MK0525
 MK0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL412896(NAD 83)
 MK0525_MARKER: DB = BENCH MARK DISK
 MK0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0525_STAMPING: E 233 RESET 1958
 MK0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0525+STABILITY: SURFACE MOTION
 MK0525
 MK0525  HISTORY     - Date     Condition        Report By
 MK0525  HISTORY     - 1958     MONUMENTED       NEDR
 MK0525
 MK0525                          STATION DESCRIPTION
 MK0525
 MK0525'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 MK0525'6.8 MI SE FROM KENNARD.
 MK0525'ABOUT 75 YARDS SOUTHEAST ALONG A GRAVELED STREET FROM THE CHICAGO
 MK0525'AND NORTHWESTERN RAILWAY STATION AT KENNARD, THENCE 0.1 MILE
 MK0525'SOUTHEAST ALONG U.S. HIGHWAY 30, THENCE 2.9 MILES EAST ALONG
 MK0525'A GRAVELED ROAD, THENCE 3.8 MILES SOUTHEAST ALONG A PAVED ROAD,
 MK0525'74 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST
 MK0525'OF A 4 X 4 MARKER POST, 0.5 FOOT SOUTH OF AN EAST-WEST FENCE,
 MK0525'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0653 ***********************************************************************
 MK0653  DESIGNATION -  E 234
 MK0653  PID         -  MK0653
 MK0653  STATE/COUNTY-  NE/DOUGLAS
 MK0653  USGS QUAD   -  IRVINGTON (1984)
 MK0653
 MK0653                         *CURRENT SURVEY CONTROL
 MK0653  ___________________________________________________________________
 MK0653* NAD 83(1986)-  41 17 06.     (N)    096 00 18.     (W)     SCALED    
 MK0653* NAVD 88     -       382.114  (meters)    1253.65   (feet)  ADJUSTED  
 MK0653  ___________________________________________________________________
 MK0653  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MK0653  DYNAMIC HT  -         381.947 (meters)    1253.10  (feet)  COMP
 MK0653  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 MK0653
 MK0653  VERT ORDER  -  FIRST     CLASS II
 MK0653
 MK0653.The horizontal coordinates were scaled from a topographic map and have
 MK0653.an estimated accuracy of +/- 6 seconds.
 MK0653
 MK0653.The orthometric height was determined by differential leveling
 MK0653.and adjusted by the National Geodetic Survey in June 1991..
 MK0653
 MK0653.The geoid height was determined by GEOID03.
 MK0653
 MK0653.The dynamic height is computed by dividing the NAVD 88
 MK0653.geopotential number by the normal gravity value computed on the
 MK0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0653.degrees latitude (g = 980.6199 gals.).
 MK0653
 MK0653.The modeled gravity was interpolated from observed gravity values.
 MK0653
 MK0653;                    North         East    Units  Estimated Accuracy
 MK0653;SPC NE       -   168,900.      834,440.      MT  (+/- 180 meters Scaled)
 MK0653
 MK0653                          SUPERSEDED SURVEY CONTROL
 MK0653
 MK0653  NGVD 29 (??/??/92)  381.985  (m)         1253.23   (f) ADJ UNCH    1 2
 MK0653
 MK0653.Superseded values are not recommended for survey control.
 MK0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0653.See file dsdata.txt to determine how the superseded data were derived.
 MK0653
 MK0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL508747(NAD 83)
 MK0653_MARKER: DB = BENCH MARK DISK
 MK0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0653_SP_SET: BUILDING
 MK0653_STAMPING: E 234 1947
 MK0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0653
 MK0653  HISTORY     - Date     Condition        Report By
 MK0653  HISTORY     - 1947     MONUMENTED       CGS
 MK0653  HISTORY     - 1976     GOOD             LOCSUR
 MK0653
 MK0653                          STATION DESCRIPTION
 MK0653
 MK0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0653'AT OMAHA.
 MK0653'THE MARK IS IN THE BENSON SUBURB OF OMAHA, ABOUT 35 YARDS WEST
 MK0653'OF THE INTERSECTION OF NORTH SIXTIETH STREET AND MILITARY AVENUE,
 MK0653'ON THE NORTH SIDE OF THE STREET, AT THE COMMUNITY HALL, 15 FEET
 MK0653'NORTH OF THE SOUTHEAST CORNER OF THE COMMUNITY HALL, IN THE EAST
 MK0653'WALL OF THE BUILDING, AND 3 FEET ABOVE THE SURFACE OF THE GROUND.
 MK0653'A BRONZE DISK SET VERTICALLY IN A BRICK WALL.
 MK0653
 MK0653                          STATION RECOVERY (1976)
 MK0653
 MK0653'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0660 ***********************************************************************
 NM0660  DESIGNATION -  E 235
 NM0660  PID         -  NM0660
 NM0660  STATE/COUNTY-  NE/DAKOTA
 NM0660  USGS QUAD   -  JACKSON (1993)
 NM0660
 NM0660                         *CURRENT SURVEY CONTROL
 NM0660  ___________________________________________________________________
 NM0660* NAD 83(1986)-  42 24 55.     (N)    096 30 43.     (W)     SCALED    
 NM0660* NAVD 88     -       335.483  (meters)    1100.66   (feet)  ADJUSTED  
 NM0660  ___________________________________________________________________
 NM0660  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 NM0660  DYNAMIC HT  -         335.375 (meters)    1100.31  (feet)  COMP
 NM0660  MODELED GRAV-     980,290.8   (mgal)                       NAVD 88
 NM0660
 NM0660  VERT ORDER  -  FIRST     CLASS II
 NM0660
 NM0660.The horizontal coordinates were scaled from a topographic map and have
 NM0660.an estimated accuracy of +/- 6 seconds.
 NM0660
 NM0660.The orthometric height was determined by differential leveling
 NM0660.and adjusted by the National Geodetic Survey in June 1991..
 NM0660
 NM0660.The geoid height was determined by GEOID03.
 NM0660
 NM0660.The dynamic height is computed by dividing the NAVD 88
 NM0660.geopotential number by the normal gravity value computed on the
 NM0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0660.degrees latitude (g = 980.6199 gals.).
 NM0660
 NM0660.The modeled gravity was interpolated from observed gravity values.
 NM0660
 NM0660;                    North         East    Units  Estimated Accuracy
 NM0660;SPC NE       -   292,460.      786,960.      MT  (+/- 180 meters Scaled)
 NM0660
 NM0660                          SUPERSEDED SURVEY CONTROL
 NM0660
 NM0660  NGVD 29 (??/??/92)  335.324  (m)         1100.14   (f) ADJ UNCH    1 2
 NM0660
 NM0660.Superseded values are not recommended for survey control.
 NM0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0660.See file dsdata.txt to determine how the superseded data were derived.
 NM0660
 NM0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM047988(NAD 83)
 NM0660_MARKER: DB = BENCH MARK DISK
 NM0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0660_STAMPING: E 235 1947
 NM0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0660+STABILITY: SURFACE MOTION
 NM0660
 NM0660  HISTORY     - Date     Condition        Report By
 NM0660  HISTORY     - 1947     MONUMENTED       CGS
 NM0660  HISTORY     - 1966     POOR             NGS
 NM0660
 NM0660                          STATION DESCRIPTION
 NM0660
 NM0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0660'4.7 MI W FROM DAKOTA CITY.
 NM0660'TO REACH FROM THE COURT HOUSE AT DAKOTA CITY GO WEST 0.3 MILE
 NM0660'ALONG U.S. HIGHWAY NO. 77, THENCE WEST 2.9 MILES ALONG STATE
 NM0660'HIGHWAY NO. 35, THENCE WEST 1.5 MILES ALONG A GRAVELED ROAD
 NM0660'TO SITE OF MARK.  BENCH MARK IS AT THE INTERSECTION OF THE
 NM0660'GRAVELED ROAD AND A FARM DRIVE LEADING NORTH, 79.4 FEET NORTHWEST
 NM0660'OF A POWER POLE, 33.6 FEET NORTH OF AND ABOUT LEVEL WITH THE
 NM0660'CENTER LINE OF THE ROAD, 36.5 FEET WEST OF A 15-INCH HACKBERRY
 NM0660'TREE, 25.0 FEET WEST OF THE CENTER LINE OF THE DRIVE, 5.0 FEET
 NM0660'WEST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT
 NM0660'EAST OF A 4 IN X 4 IN MARKER POST, SET IN THE TOP OF A CONCRETE
 NM0660'POST WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.  NOTE-- LEVELS
 NM0660'DOUBTFUL, ROAD CONSTRUCTION HAS EXPOSED A LARGE PORTION OF
 NM0660'MARK AND IT PROJECTS ABOUT 2.5 FEET IN DITCH WITH SMALL AMOUNT
 NM0660'OF DIRT AROUND MARK.  DISTURBED USE WITH CAUTION.
 NM0660
 NM0660                          STATION RECOVERY (1966)
 NM0660
 NM0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0660'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0413 ***********************************************************************
 NM0413  DESIGNATION -  E 236
 NM0413  PID         -  NM0413
 NM0413  STATE/COUNTY-  NE/DAKOTA
 NM0413  USGS QUAD   -  HOMER (1976)
 NM0413
 NM0413                         *CURRENT SURVEY CONTROL
 NM0413  ___________________________________________________________________
 NM0413* NAD 83(1986)-  42 22 09.     (N)    096 27 18.     (W)     SCALED    
 NM0413* NAVD 88     -       333.330  (meters)    1093.60   (feet)  ADJUSTED  
 NM0413  ___________________________________________________________________
 NM0413  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 NM0413  DYNAMIC HT  -         333.223 (meters)    1093.25  (feet)  COMP
 NM0413  MODELED GRAV-     980,289.8   (mgal)                       NAVD 88
 NM0413
 NM0413  VERT ORDER  -  SECOND    CLASS 0
 NM0413
 NM0413.The horizontal coordinates were scaled from a topographic map and have
 NM0413.an estimated accuracy of +/- 6 seconds.
 NM0413
 NM0413.The orthometric height was determined by differential leveling
 NM0413.and adjusted by the National Geodetic Survey in June 1991..
 NM0413
 NM0413.The geoid height was determined by GEOID03.
 NM0413
 NM0413.The dynamic height is computed by dividing the NAVD 88
 NM0413.geopotential number by the normal gravity value computed on the
 NM0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0413.degrees latitude (g = 980.6199 gals.).
 NM0413
 NM0413.The modeled gravity was interpolated from observed gravity values.
 NM0413
 NM0413;                    North         East    Units  Estimated Accuracy
 NM0413;SPC NE       -   287,540.      791,850.      MT  (+/- 180 meters Scaled)
 NM0413
 NM0413                          SUPERSEDED SURVEY CONTROL
 NM0413
 NM0413  NGVD 29 (??/??/92)  333.173  (m)         1093.09   (f) ADJ UNCH    2 0
 NM0413
 NM0413.Superseded values are not recommended for survey control.
 NM0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0413.See file dsdata.txt to determine how the superseded data were derived.
 NM0413
 NM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM095939(NAD 83)
 NM0413_MARKER: DB = BENCH MARK DISK
 NM0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0413_SP_SET: CULVERT
 NM0413_STAMPING: E 236 1947
 NM0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0413
 NM0413  HISTORY     - Date     Condition        Report By
 NM0413  HISTORY     - 1947     MONUMENTED       CGS
 NM0413
 NM0413                          STATION DESCRIPTION
 NM0413
 NM0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0413'3.9 MI SW FROM DAKOTA CITY.
 NM0413'ABOUT 3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 77 FROM THE
 NM0413'COURT HOUSE AT DAKOTA CITY, ABOUT 3.9 MILES NORTHEAST OF HOMER,
 NM0413'24.0 FEET WEST OF AND ABOUT 3.0 FEET LOWER THAN THE CENTER
 NM0413'LINE OF THE HIGHWAY, ON TOP OF THE SOUTH END OF THE WEST HEADWALL
 NM0413'OF A 5 FT X 6 FT CONCRETE BOX CULVERT AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM2008 ***********************************************************************
 NM2008  DESIGNATION -  E 236 RESET
 NM2008  PID         -  NM2008
 NM2008  STATE/COUNTY-  NE/DAKOTA
 NM2008  USGS QUAD   -  HOMER (1976)
 NM2008
 NM2008                         *CURRENT SURVEY CONTROL
 NM2008  ___________________________________________________________________
 NM2008* NAD 83(1986)-  42 22 09.     (N)    096 27 18.     (W)     SCALED    
 NM2008* NAVD 88     -       333.54   (meters)    1094.3    (feet)  RESET     
 NM2008  ___________________________________________________________________
 NM2008  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 NM2008
 NM2008  VERT ORDER  -  THIRD
 NM2008
 NM2008.The horizontal coordinates were scaled from a topographic map and have
 NM2008.an estimated accuracy of +/- 6 seconds.
 NM2008
 NM2008.The orthometric height was computed from unverified reset data.
 NM2008.No vertical observational check was made to the station.
 NM2008
 NM2008.The geoid height was determined by GEOID03.
 NM2008
 NM2008;                    North         East    Units  Estimated Accuracy
 NM2008;SPC NE       -   287,540.      791,850.      MT  (+/- 180 meters Scaled)
 NM2008
 NM2008                          SUPERSEDED SURVEY CONTROL
 NM2008
 NM2008.No superseded survey control is available for this station.
 NM2008
 NM2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM095939(NAD 83)
 NM2008_MARKER: DV = VERTICAL CONTROL DISK
 NM2008_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM2008_SP_SET: RAILROAD CULVERT
 NM2008_STAMPING: E 236 RESET 1983
 NM2008_MARK LOGO: NGS   
 NM2008_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2008+STABILITY: SURFACE MOTION
 NM2008
 NM2008  HISTORY     - Date     Condition        Report By
 NM2008  HISTORY     - 1983     MONUMENTED       NGS
 NM2008
 NM2008                          STATION DESCRIPTION
 NM2008
 NM2008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NM2008'1.13 KM (0.70 MI) WEST ALONG STATE HIGHWAY 35, FROM THE POST OFFICE
 NM2008'IN DAKOTA CITY, THENCE 5.79 KM (3.60 MI) LEFT AND SOUTH ALONG US
 NM2008'HIGHWAY 77 TO A RAILROAD CULVERT AND THE BENCH MARK ON THE RIGHT, IN
 NM2008'TOP OF THE CENTER OF THE EAST END OF A 2.44 M (8.01 FT) IN DIAMETER
 NM2008'CONCRETE CULVERT UNDER THE RAILROAD, 15.85 M (52.00 FT) SOUTH FROM
 NM2008'RAILROAD MARKER MILE POST 98, 5.45 M (17.88 FT) EAST FROM THE EAST
 NM2008'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0519 ***********************************************************************
 NM0519  DESIGNATION -  E 237 RESET
 NM0519  PID         -  NM0519
 NM0519  STATE/COUNTY-  NE/THURSTON
 NM0519  USGS QUAD   -  WALTHILL (1966)
 NM0519
 NM0519                         *CURRENT SURVEY CONTROL
 NM0519  ___________________________________________________________________
 NM0519* NAD 83(1986)-  42 08 19.     (N)    096 28 38.     (W)     SCALED    
 NM0519* NAVD 88     -       374.49   (meters)    1228.6    (feet)  RESET     
 NM0519  ___________________________________________________________________
 NM0519  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 NM0519
 NM0519  VERT ORDER  -  THIRD
 NM0519
 NM0519.The horizontal coordinates were scaled from a topographic map and have
 NM0519.an estimated accuracy of +/- 6 seconds.
 NM0519
 NM0519.The orthometric height was computed from unverified reset data.
 NM0519
 NM0519.The geoid height was determined by GEOID03.
 NM0519
 NM0519;                    North         East    Units  Estimated Accuracy
 NM0519;SPC NE       -   261,880.      791,070.      MT  (+/- 180 meters Scaled)
 NM0519
 NM0519                          SUPERSEDED SURVEY CONTROL
 NM0519
 NM0519  NGVD 29 (??/??/??)  374.33   (m)         1228.1    (f) RESET       3  
 NM0519
 NM0519.Superseded values are not recommended for survey control.
 NM0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0519.See file dsdata.txt to determine how the superseded data were derived.
 NM0519
 NM0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM084682(NAD 83)
 NM0519_MARKER: DB = BENCH MARK DISK
 NM0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0519_STAMPING: E 237 RESET 1965
 NM0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0519+STABILITY: SURFACE MOTION
 NM0519
 NM0519  HISTORY     - Date     Condition        Report By
 NM0519  HISTORY     - 1965     MONUMENTED       LOCENG
 NM0519  HISTORY     - 1967     GOOD             LOCENG
 NM0519
 NM0519                          STATION DESCRIPTION
 NM0519
 NM0519'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0519'0.9 MI SE FROM WALTHILL.
 NM0519'0.4 MILE EAST ALONG STATE HIGHWAY 94 FROM THE BURLINGTON RAILROAD
 NM0519'STATION AT WALTHILL, THENCE 0.5 MILE SOUTH ALONG U.S. HIGHWAY
 NM0519'77, 54 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET
 NM0519'EAST OF A FENCE LINE SOUTH, 14 FEET WEST OF THE NORTH END OF
 NM0519'A PIPE CULVERT UNDER THE DRIVEWAY, 10 FEET NORTH OF A FENCE
 NM0519'LINE WEST, 2 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER POST,
 NM0519'1 FOOT EAST OF A FENCE LINE NORTH, 2.5 FEET BELOW THE LEVEL
 NM0519'OF THE HIGHWAY, AND SET IN THE TOP OF A 4 INCH SQUARE CONCRETE
 NM0519'POST WITH AN 8 INCH TOP PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0596 ***********************************************************************
 NM0596  DESIGNATION -  E 239
 NM0596  PID         -  NM0596
 NM0596  STATE/COUNTY-  NE/THURSTON
 NM0596  USGS QUAD   -  PENDER (1966)
 NM0596
 NM0596                         *CURRENT SURVEY CONTROL
 NM0596  ___________________________________________________________________
 NM0596* NAD 83(1986)-  42 07 22.     (N)    096 42 48.     (W)     SCALED    
 NM0596* NAVD 88     -       403.873  (meters)    1325.04   (feet)  ADJUSTED  
 NM0596  ___________________________________________________________________
 NM0596  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 NM0596  DYNAMIC HT  -         403.731 (meters)    1324.57  (feet)  COMP
 NM0596  MODELED GRAV-     980,257.4   (mgal)                       NAVD 88
 NM0596
 NM0596  VERT ORDER  -  SECOND    CLASS 0
 NM0596
 NM0596.The horizontal coordinates were scaled from a topographic map and have
 NM0596.an estimated accuracy of +/- 6 seconds.
 NM0596
 NM0596.The orthometric height was determined by differential leveling
 NM0596.and adjusted by the National Geodetic Survey in June 1991..
 NM0596
 NM0596.The geoid height was determined by GEOID03.
 NM0596
 NM0596.The dynamic height is computed by dividing the NAVD 88
 NM0596.geopotential number by the normal gravity value computed on the
 NM0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0596.degrees latitude (g = 980.6199 gals.).
 NM0596
 NM0596.The modeled gravity was interpolated from observed gravity values.
 NM0596
 NM0596;                    North         East    Units  Estimated Accuracy
 NM0596;SPC NE       -   259,360.      771,640.      MT  (+/- 180 meters Scaled)
 NM0596
 NM0596                          SUPERSEDED SURVEY CONTROL
 NM0596
 NM0596  NGVD 29 (??/??/92)  403.718  (m)         1324.53   (f) ADJ UNCH    2 0
 NM0596
 NM0596.Superseded values are not recommended for survey control.
 NM0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0596.See file dsdata.txt to determine how the superseded data were derived.
 NM0596
 NM0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM890659(NAD 83)
 NM0596_MARKER: DB = BENCH MARK DISK
 NM0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0596_STAMPING: E 239 1947
 NM0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0596+STABILITY: SURFACE MOTION
 NM0596
 NM0596  HISTORY     - Date     Condition        Report By
 NM0596  HISTORY     - 1947     MONUMENTED       CGS
 NM0596
 NM0596                          STATION DESCRIPTION
 NM0596
 NM0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0596'0.9 MI N FROM PENDER.
 NM0596'0.9 MILE NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM0596'OMAHA RAILROAD FROM THE STATION AT PENDER, 40.8 FEET EAST OF
 NM0596'THE CENTER OF STATE HIGHWAY NO. 9, 40.4 FEET WEST OF THE WEST
 NM0596'RAIL, 6.0 FEET NORTH OF MILEPOST 40-35, 2.0 FEET SOUTH OF A
 NM0596'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0596'PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0598 ***********************************************************************
 NM0598  DESIGNATION -  E 239 RESET
 NM0598  PID         -  NM0598
 NM0598  STATE/COUNTY-  NE/THURSTON
 NM0598  USGS QUAD   -  PENDER (1966)
 NM0598
 NM0598                         *CURRENT SURVEY CONTROL
 NM0598  ___________________________________________________________________
 NM0598* NAD 83(1986)-  42 07 22.     (N)    096 42 49.     (W)     SCALED    
 NM0598* NAVD 88     -       404.12   (meters)    1325.9    (feet)  RESET     
 NM0598  ___________________________________________________________________
 NM0598  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 NM0598
 NM0598  VERT ORDER  -  THIRD
 NM0598
 NM0598.The horizontal coordinates were scaled from a topographic map and have
 NM0598.an estimated accuracy of +/- 6 seconds.
 NM0598
 NM0598.The orthometric height was computed from unverified reset data.
 NM0598
 NM0598.The geoid height was determined by GEOID03.
 NM0598
 NM0598;                    North         East    Units  Estimated Accuracy
 NM0598;SPC NE       -   259,350.      771,610.      MT  (+/- 180 meters Scaled)
 NM0598
 NM0598                          SUPERSEDED SURVEY CONTROL
 NM0598
 NM0598  NGVD 29 (??/??/??)  403.96   (m)         1325.3    (f) RESET       3  
 NM0598
 NM0598.Superseded values are not recommended for survey control.
 NM0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0598.See file dsdata.txt to determine how the superseded data were derived.
 NM0598
 NM0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM889659(NAD 83)
 NM0598_MARKER: DB = BENCH MARK DISK
 NM0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0598_STAMPING: E 239 RESET 1960
 NM0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0598+STABILITY: SURFACE MOTION
 NM0598
 NM0598  HISTORY     - Date     Condition        Report By
 NM0598  HISTORY     - 1960     MONUMENTED       CGS
 NM0598  HISTORY     - 1961     GOOD             NGS
 NM0598
 NM0598                          STATION DESCRIPTION
 NM0598
 NM0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NM0598'0.8 MI NW FROM PENDER.
 NM0598'FROM RAILROAD DEPOT AT PENDER, GO NORTHWESTERLY 0.8 MILES ALONG
 NM0598'STATE HIGHWAY NO. 9.  BENCH MARK IS 1380 FEET NORTH OF NORTH
 NM0598'END OF BRIDGE ON STATE HIGHWAY NO. 9, 115.0 FEET LEFT OF CENTERLINE
 NM0598'OF HIGHWAY, IN FENCE LINE AND 200.0 FEET WEST OF ABANDONED
 NM0598'RAILWAY EMBANKMENT, 57.0 FEET SOUTHEAST OF A TELEPHONE POLE,
 NM0598'AND 106.0 FEET NORTHWEST OF ANOTHER TELEPHONE POLE, AND SET
 NM0598'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 NM0598'GROUND, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0796 ***********************************************************************
 LH0796  DESIGNATION -  E 24
 LH0796  PID         -  LH0796
 LH0796  STATE/COUNTY-  NE/GOSPER
 LH0796  USGS QUAD   -  JOHNSON LAKE (1983)
 LH0796
 LH0796                         *CURRENT SURVEY CONTROL
 LH0796  ___________________________________________________________________
 LH0796* NAD 83(1986)-  40 41 02.     (N)    099 47 41.     (W)     SCALED    
 LH0796* NAVD 88     -       788.062  (meters)    2585.50   (feet)  ADJUSTED  
 LH0796  ___________________________________________________________________
 LH0796  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 LH0796  DYNAMIC HT  -         787.585 (meters)    2583.94  (feet)  COMP
 LH0796  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 LH0796
 LH0796  VERT ORDER  -  FIRST     CLASS II
 LH0796
 LH0796.The horizontal coordinates were scaled from a topographic map and have
 LH0796.an estimated accuracy of +/- 6 seconds.
 LH0796
 LH0796.The orthometric height was determined by differential leveling
 LH0796.and adjusted by the National Geodetic Survey in June 1991..
 LH0796
 LH0796.The geoid height was determined by GEOID03.
 LH0796
 LH0796.The dynamic height is computed by dividing the NAVD 88
 LH0796.geopotential number by the normal gravity value computed on the
 LH0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0796.degrees latitude (g = 980.6199 gals.).
 LH0796
 LH0796.The modeled gravity was interpolated from observed gravity values.
 LH0796
 LH0796;                    North         East    Units  Estimated Accuracy
 LH0796;SPC NE       -    94,460.      517,350.      MT  (+/- 180 meters Scaled)
 LH0796
 LH0796                          SUPERSEDED SURVEY CONTROL
 LH0796
 LH0796  NGVD 29 (02/14/92)  787.775  (m)         2584.56   (f) ADJUSTED    1 2
 LH0796
 LH0796.Superseded values are not recommended for survey control.
 LH0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0796.See file dsdata.txt to determine how the superseded data were derived.
 LH0796
 LH0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML328039(NAD 83)
 LH0796_MARKER: DB = BENCH MARK DISK
 LH0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0796_SP_SET: CONCRETE POST
 LH0796_STAMPING: E 24 1933
 LH0796_MARK LOGO: CGS   
 LH0796_PROJECTION: PROJECTING 10 CENTIMETERS
 LH0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0796+STABILITY: SURFACE MOTION
 LH0796
 LH0796  HISTORY     - Date     Condition        Report By
 LH0796  HISTORY     - 1933     MONUMENTED       CGS
 LH0796  HISTORY     - 1941     GOOD             NGS
 LH0796  HISTORY     - 1986     GOOD             NGS
 LH0796
 LH0796                          STATION DESCRIPTION
 LH0796
 LH0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LH0796'8.7 MI S FROM LEXINGTON.
 LH0796'IN GOSPER COUNTY, 8.7 MILES SOUTH ALONG STATE HIGHWAY 21 FROM
 LH0796'THE UNION PACIFIC RAILROAD CROSSING AT LEXINGTON, DAWSON COUNTY,
 LH0796'90 YARDS NORTH OF A 24-INCH CONCRETE PIPE HIGHWAY CULVERT,
 LH0796'38 FEET SOUTH OF THE CENTERLINE OF A SECTION-ROAD LEADING
 LH0796'WEST, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 LH0796'SOUTH OF THE CORNER OF A WIRE FENCE, AND 2 FEET EAST OF THE
 LH0796'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED E 24 1933 AND
 LH0796'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LH0796'GROUND.
 LH0796
 LH0796                          STATION RECOVERY (1986)
 LH0796
 LH0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0796'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.43 KM (0.01
 LH0796'MI) NORTH ALONG US HIGHWAY 283 FROM THE COUNTY COURTHOUSE AT ELWOOD,
 LH0796'THENCE 0.55 KM (0.35 MI) EAST ALONG A DIRT ROAD, 0.55 KM (0.35 MI)
 LH0796'SOUTH OF THE Y JUNCTION OF US HIGHWAY 283, IN THE SOUTHWEST CORNER OF
 LH0796'THE T JUNCTION OF A DIRT ROAD LEADING WEST, 8.5 METERS (28 FT) WEST OF
 LH0796'THE CENTER OF THE ROAD, 10.3 METERS (34 FT) SOUTH OF THE CENTER OF THE
 LH0796'ROAD AND 1.0 METER (3.5 FT) NORTH OF AN UNDERGROUND TELEPHONE CABLE
 LH0796'BOX.
 LH0796'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LH0796'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0444 ***********************************************************************
 NM0444  DESIGNATION -  E 240
 NM0444  PID         -  NM0444
 NM0444  STATE/COUNTY-  NE/THURSTON
 NM0444  USGS QUAD   -  ALBATON (1969)
 NM0444
 NM0444                         *CURRENT SURVEY CONTROL
 NM0444  ___________________________________________________________________
 NM0444* NAD 83(1986)-  42 09 35.     (N)    096 21 23.     (W)     SCALED    
 NM0444* NAVD 88     -       399.749  (meters)    1311.51   (feet)  ADJUSTED  
 NM0444  ___________________________________________________________________
 NM0444  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 NM0444  DYNAMIC HT  -         399.613 (meters)    1311.06  (feet)  COMP
 NM0444  MODELED GRAV-     980,269.4   (mgal)                       NAVD 88
 NM0444
 NM0444  VERT ORDER  -  SECOND    CLASS 0
 NM0444
 NM0444.The horizontal coordinates were scaled from a topographic map and have
 NM0444.an estimated accuracy of +/- 6 seconds.
 NM0444
 NM0444.The orthometric height was determined by differential leveling
 NM0444.and adjusted by the National Geodetic Survey in June 1991..
 NM0444
 NM0444.The geoid height was determined by GEOID03.
 NM0444
 NM0444.The dynamic height is computed by dividing the NAVD 88
 NM0444.geopotential number by the normal gravity value computed on the
 NM0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0444.degrees latitude (g = 980.6199 gals.).
 NM0444
 NM0444.The modeled gravity was interpolated from observed gravity values.
 NM0444
 NM0444;                    North         East    Units  Estimated Accuracy
 NM0444;SPC NE       -   264,640.      800,950.      MT  (+/- 180 meters Scaled)
 NM0444
 NM0444                          SUPERSEDED SURVEY CONTROL
 NM0444
 NM0444  NGVD 29 (??/??/92)  399.600  (m)         1311.02   (f) ADJ UNCH    2 0
 NM0444
 NM0444.Superseded values are not recommended for survey control.
 NM0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0444.See file dsdata.txt to determine how the superseded data were derived.
 NM0444
 NM0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM183708(NAD 83)
 NM0444_MARKER: DB = BENCH MARK DISK
 NM0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0444_STAMPING: E 240 1947
 NM0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0444+STABILITY: SURFACE MOTION
 NM0444
 NM0444  HISTORY     - Date     Condition        Report By
 NM0444  HISTORY     - 1947     MONUMENTED       CGS
 NM0444  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0444
 NM0444                          STATION DESCRIPTION
 NM0444
 NM0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0444'9.1 MI SE FROM WALTHILL.
 NM0444'8.2 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 NM0444'WALTHILL, THENCE NORTH 0.9 MILE NORTH ALONG A DIRT ROAD, AT A
 NM0444'FARM HOUSE WEST OF THE ROAD AND AT THE TOP OF A HILL, 16.6 FEET
 NM0444'WEST OF THE CENTER OF THE ROAD, 15.6 FEET SOUTH OF THE CENTER OF
 NM0444'THE FARM DRIVEWAY, 4.3 FEET SOUTH OF A GATE POST, 1.0 FOOT EAST
 NM0444'OF A WIRE FENCE, 2.0 NORTH OF A 4 IN X 4 IN MARKER POST AND
 NM0444'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 NM0444
 NM0444                          STATION RECOVERY (1965)
 NM0444
 NM0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0336 ***********************************************************************
 MK0336  DESIGNATION -  E 241
 MK0336  PID         -  MK0336
 MK0336  STATE/COUNTY-  NE/BURT
 MK0336  USGS QUAD   -  TEKAMAH (1983)
 MK0336
 MK0336                         *CURRENT SURVEY CONTROL
 MK0336  ___________________________________________________________________
 MK0336* NAD 83(1986)-  41 46 40.     (N)    096 10 39.     (W)     SCALED    
 MK0336* NAVD 88     -       312.702  (meters)    1025.92   (feet)  ADJUSTED  
 MK0336  ___________________________________________________________________
 MK0336  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MK0336  DYNAMIC HT  -         312.579 (meters)    1025.52  (feet)  COMP
 MK0336  MODELED GRAV-     980,221.7   (mgal)                       NAVD 88
 MK0336
 MK0336  VERT ORDER  -  SECOND    CLASS 0
 MK0336
 MK0336.The horizontal coordinates were scaled from a topographic map and have
 MK0336.an estimated accuracy of +/- 6 seconds.
 MK0336
 MK0336.The orthometric height was determined by differential leveling
 MK0336.and adjusted by the National Geodetic Survey in June 1991..
 MK0336
 MK0336.The geoid height was determined by GEOID03.
 MK0336
 MK0336.The dynamic height is computed by dividing the NAVD 88
 MK0336.geopotential number by the normal gravity value computed on the
 MK0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0336.degrees latitude (g = 980.6199 gals.).
 MK0336
 MK0336.The modeled gravity was interpolated from observed gravity values.
 MK0336
 MK0336;                    North         East    Units  Estimated Accuracy
 MK0336;SPC NE       -   222,910.      817,590.      MT  (+/- 180 meters Scaled)
 MK0336
 MK0336                          SUPERSEDED SURVEY CONTROL
 MK0336
 MK0336  NGVD 29 (??/??/92)  312.563  (m)         1025.47   (f) ADJ UNCH    2 0
 MK0336
 MK0336.Superseded values are not recommended for survey control.
 MK0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0336.See file dsdata.txt to determine how the superseded data were derived.
 MK0336
 MK0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM345289(NAD 83)
 MK0336_MARKER: DB = BENCH MARK DISK
 MK0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0336_STAMPING: E 241 1947
 MK0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0336+STABILITY: SURFACE MOTION
 MK0336
 MK0336  HISTORY     - Date     Condition        Report By
 MK0336  HISTORY     - 1947     MONUMENTED       CGS
 MK0336  HISTORY     - 1974     GOOD             LOCSUR
 MK0336
 MK0336                          STATION DESCRIPTION
 MK0336
 MK0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0336'2.2 MI E FROM TEKAMAH.
 MK0336'2.25 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0336'TEKAMAH, IN THE NORTHEAST ANGLE OF THE JUNCTION OF A GRAVEL
 MK0336'ROAD LEADING NORTH, 50.0 FEET NORTH OF THE CENTER OF THE
 MK0336'EAST-WEST ROAD, 50.0 FEET EAST OF THE CENTER OF THE ROAD LEADING
 MK0336'NORTH, 9.0 FEET EAST OF A POWER LINE POLE, 2.0 FEET WEST
 MK0336'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW
 MK0336'THE ROAD AND PROJECTING 0.4 FOOT.
 MK0336
 MK0336                          STATION RECOVERY (1974)
 MK0336
 MK0336'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0291 ***********************************************************************
 MK0291  DESIGNATION -  E 242
 MK0291  PID         -  MK0291
 MK0291  STATE/COUNTY-  NE/BURT
 MK0291  USGS QUAD   -  TEKAMAH NW (1970)
 MK0291
 MK0291                         *CURRENT SURVEY CONTROL
 MK0291  ___________________________________________________________________
 MK0291* NAD 83(1986)-  41 59 22.     (N)    096 13 31.     (W)     SCALED    
 MK0291* NAVD 88     -       320.558  (meters)    1051.70   (feet)  ADJUSTED  
 MK0291  ___________________________________________________________________
 MK0291  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 MK0291  DYNAMIC HT  -         320.444 (meters)    1051.32  (feet)  COMP
 MK0291  MODELED GRAV-     980,256.5   (mgal)                       NAVD 88
 MK0291
 MK0291  VERT ORDER  -  SECOND    CLASS 0
 MK0291
 MK0291.The horizontal coordinates were scaled from a topographic map and have
 MK0291.an estimated accuracy of +/- 6 seconds.
 MK0291
 MK0291.The orthometric height was determined by differential leveling
 MK0291.and adjusted by the National Geodetic Survey in June 1991..
 MK0291
 MK0291.The geoid height was determined by GEOID03.
 MK0291
 MK0291.The dynamic height is computed by dividing the NAVD 88
 MK0291.geopotential number by the normal gravity value computed on the
 MK0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0291.degrees latitude (g = 980.6199 gals.).
 MK0291
 MK0291.The modeled gravity was interpolated from observed gravity values.
 MK0291
 MK0291;                    North         East    Units  Estimated Accuracy
 MK0291;SPC NE       -   246,210.      812,600.      MT  (+/- 180 meters Scaled)
 MK0291
 MK0291                          SUPERSEDED SURVEY CONTROL
 MK0291
 MK0291  NGVD 29 (??/??/92)  320.415  (m)         1051.23   (f) ADJ UNCH    2 0
 MK0291
 MK0291.Superseded values are not recommended for survey control.
 MK0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0291.See file dsdata.txt to determine how the superseded data were derived.
 MK0291
 MK0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM298523(NAD 83)
 MK0291_MARKER: DB = BENCH MARK DISK
 MK0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0291_STAMPING: E 242 1947
 MK0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0291+STABILITY: SURFACE MOTION
 MK0291
 MK0291  HISTORY     - Date     Condition        Report By
 MK0291  HISTORY     - 1947     MONUMENTED       CGS
 MK0291  HISTORY     - 1974     GOOD             LOCSUR
 MK0291
 MK0291                          STATION DESCRIPTION
 MK0291
 MK0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0291'2.4 MI SE FROM DECATUR.
 MK0291'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0291'AT DECATUR, THENCE 1.1 MILE EAST ALONG A GRAVEL ROAD, AT THE
 MK0291'NORTHWEST CORNER OF A STEEL GUARD FENCE AROUND AN OIL PIPE LINE
 MK0291'PUMPING STATION, 0.2 MILE WEST OF A DIRT CROSS ROAD, 33.0 FEET
 MK0291'SOUTH OF THE CENTER OF THE ROAD, 5.1 FEET EAST OF THE NORTHWEST
 MK0291'CORNER OF THE GUARD FENCE, 2.0 FEET WEST OF A REFERENCE POST,
 MK0291'0.8 FOOT NORTH OF THE GUARD FENCE, SET IN A CONCRETE POST ABOUT
 MK0291'2 FEET BELOW THE ROAD AND PROJECTING 0.2 FOOT.
 MK0291
 MK0291                          STATION RECOVERY (1974)
 MK0291
 MK0291'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0374 ***********************************************************************
 MK0374  DESIGNATION -  E 245
 MK0374  PID         -  MK0374
 MK0374  STATE/COUNTY-  NE/BURT
 MK0374  USGS QUAD   -  HERMAN (1970)
 MK0374
 MK0374                         *CURRENT SURVEY CONTROL
 MK0374  ___________________________________________________________________
 MK0374* NAD 83(1986)-  41 42 14.     (N)    096 14 50.     (W)     SCALED    
 MK0374* NAVD 88     -       335.086  (meters)    1099.36   (feet)  ADJUSTED  
 MK0374  ___________________________________________________________________
 MK0374  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 MK0374  DYNAMIC HT  -         334.951 (meters)    1098.92  (feet)  COMP
 MK0374  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 MK0374
 MK0374  VERT ORDER  -  SECOND    CLASS 0
 MK0374
 MK0374.The horizontal coordinates were scaled from a topographic map and have
 MK0374.an estimated accuracy of +/- 6 seconds.
 MK0374
 MK0374.The orthometric height was determined by differential leveling
 MK0374.and adjusted by the National Geodetic Survey in June 1991..
 MK0374
 MK0374.The geoid height was determined by GEOID03.
 MK0374
 MK0374.The dynamic height is computed by dividing the NAVD 88
 MK0374.geopotential number by the normal gravity value computed on the
 MK0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0374.degrees latitude (g = 980.6199 gals.).
 MK0374
 MK0374.The modeled gravity was interpolated from observed gravity values.
 MK0374
 MK0374;                    North         East    Units  Estimated Accuracy
 MK0374;SPC NE       -   214,460.      812,160.      MT  (+/- 180 meters Scaled)
 MK0374
 MK0374                          SUPERSEDED SURVEY CONTROL
 MK0374
 MK0374  NGVD 29 (??/??/92)  334.946  (m)         1098.90   (f) ADJ UNCH    2 0
 MK0374
 MK0374.Superseded values are not recommended for survey control.
 MK0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0374.See file dsdata.txt to determine how the superseded data were derived.
 MK0374
 MK0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM290205(NAD 83)
 MK0374_MARKER: DB = BENCH MARK DISK
 MK0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0374_STAMPING: E 245 1947
 MK0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0374+STABILITY: SURFACE MOTION
 MK0374
 MK0374  HISTORY     - Date     Condition        Report By
 MK0374  HISTORY     - 1947     MONUMENTED       CGS
 MK0374  HISTORY     - 1965     POOR             USGS
 MK0374
 MK0374                          STATION DESCRIPTION
 MK0374
 MK0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0374'3.2 MI NW FROM HERMAN.
 MK0374'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE AT
 MK0374'HERMAN, THENCE 0.85 MILE WEST ALONG STATE HIGHWAY NO. 31 AND
 MK0374'2.15 MILE NORTHWEST AND NORTH ALONG A GRAVEL ROAD, 0.1 MILE
 MK0374'SOUTH OF A GRAVEL ROAD LEADING WEST, 123.0 FEET NORTH OF A
 MK0374'POINT IN LINE WITH THE CENTER OF A PRIVATE DRIVE-WAY LEADING
 MK0374'WEST TO A FARM HOUSE, 25.0 FEET EAST OF THE CENTER OF THE MAIN
 MK0374'ROAD, 5.5 FEET NORTHWEST OF THE MOST EASTERLY POLE AND 4.5 FEET
 MK0374'NORTHEAST OF THE MOST WESTERLY POLE OF A DOUBLE POLE TYPE OF
 MK0374'TELEPHONE LINE SUPPORT, 1.5 FOOT SOUTH OF A REFERENCE POST,
 MK0374'SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE ROAD AND PROJECTING
 MK0374'0.1 FOOT.  NOTE-- USE WITH CAUTION.
 MK0374
 MK0374                          STATION RECOVERY (1965)
 MK0374
 MK0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0374'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0460 ***********************************************************************
 MK0460  DESIGNATION -  E 246
 MK0460  PID         -  MK0460
 MK0460  STATE/COUNTY-  NE/BURT
 MK0460  USGS QUAD   -  TEKAMAH NW (1970)
 MK0460
 MK0460                         *CURRENT SURVEY CONTROL
 MK0460  ___________________________________________________________________
 MK0460* NAD 83(1986)-  41 59 51.     (N)    096 14 56.     (W)     SCALED    
 MK0460* NAVD 88     -       324.619  (meters)    1065.02   (feet)  ADJUSTED  
 MK0460  ___________________________________________________________________
 MK0460  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 MK0460  DYNAMIC HT  -         324.504 (meters)    1064.64  (feet)  COMP
 MK0460  MODELED GRAV-     980,257.8   (mgal)                       NAVD 88
 MK0460
 MK0460  VERT ORDER  -  SECOND    CLASS 0
 MK0460
 MK0460.The horizontal coordinates were scaled from a topographic map and have
 MK0460.an estimated accuracy of +/- 6 seconds.
 MK0460
 MK0460.The orthometric height was determined by differential leveling
 MK0460.and adjusted by the National Geodetic Survey in June 1991..
 MK0460
 MK0460.The geoid height was determined by GEOID03.
 MK0460
 MK0460.The dynamic height is computed by dividing the NAVD 88
 MK0460.geopotential number by the normal gravity value computed on the
 MK0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0460.degrees latitude (g = 980.6199 gals.).
 MK0460
 MK0460.The modeled gravity was interpolated from observed gravity values.
 MK0460
 MK0460;                    North         East    Units  Estimated Accuracy
 MK0460;SPC NE       -   247,020.      810,600.      MT  (+/- 180 meters Scaled)
 MK0460
 MK0460                          SUPERSEDED SURVEY CONTROL
 MK0460
 MK0460  NGVD 29 (??/??/92)  324.475  (m)         1064.55   (f) ADJ UNCH    2 0
 MK0460
 MK0460.Superseded values are not recommended for survey control.
 MK0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0460.See file dsdata.txt to determine how the superseded data were derived.
 MK0460
 MK0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM278531(NAD 83)
 MK0460_MARKER: DB = BENCH MARK DISK
 MK0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0460_STAMPING: E 246 1947
 MK0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0460+STABILITY: SURFACE MOTION
 MK0460
 MK0460  HISTORY     - Date     Condition        Report By
 MK0460  HISTORY     - 1947     MONUMENTED       CGS
 MK0460  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0460
 MK0460                          STATION DESCRIPTION
 MK0460
 MK0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0460'1 MI S FROM DECATUR.
 MK0460'1.0 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE AT
 MK0460'DECATUR, AT THE EAGLETON AIR FIELD, 0.1 MILE WEST OF THE HIGHWAY,
 MK0460'101.5 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN
 MK0460'HANGAR, 3.4 FEET NORTH OF A 4-INCH IRON PIPE SUPPORT FOR THE WIND
 MK0460'SOCK, 1.5 FOOT SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST
 MK0460'ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 MK0460
 MK0460                          STATION RECOVERY (1965)
 MK0460
 MK0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0426 ***********************************************************************
 MK0426  DESIGNATION -  E 247
 MK0426  PID         -  MK0426
 MK0426  STATE/COUNTY-  NE/WASHINGTON
 MK0426  USGS QUAD   -  ORUM (1969)
 MK0426
 MK0426                         *CURRENT SURVEY CONTROL
 MK0426  ___________________________________________________________________
 MK0426* NAD 83(1986)-  41 32 18.     (N)    096 17 32.     (W)     SCALED    
 MK0426* NAVD 88     -       400.839  (meters)    1315.09   (feet)  ADJUSTED  
 MK0426  ___________________________________________________________________
 MK0426  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MK0426  DYNAMIC HT  -         400.657 (meters)    1314.49  (feet)  COMP
 MK0426  MODELED GRAV-     980,157.7   (mgal)                       NAVD 88
 MK0426
 MK0426  VERT ORDER  -  SECOND    CLASS 0
 MK0426
 MK0426.The horizontal coordinates were scaled from a topographic map and have
 MK0426.an estimated accuracy of +/- 6 seconds.
 MK0426
 MK0426.The orthometric height was determined by differential leveling
 MK0426.and adjusted by the National Geodetic Survey in June 1991..
 MK0426
 MK0426.The geoid height was determined by GEOID03.
 MK0426
 MK0426.The dynamic height is computed by dividing the NAVD 88
 MK0426.geopotential number by the normal gravity value computed on the
 MK0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0426.degrees latitude (g = 980.6199 gals.).
 MK0426
 MK0426.The modeled gravity was interpolated from observed gravity values.
 MK0426
 MK0426;                    North         East    Units  Estimated Accuracy
 MK0426;SPC NE       -   195,930.      809,200.      MT  (+/- 180 meters Scaled)
 MK0426
 MK0426                          SUPERSEDED SURVEY CONTROL
 MK0426
 MK0426  NGVD 29 (??/??/92)  400.691  (m)         1314.60   (f) ADJ UNCH    2 0
 MK0426
 MK0426.Superseded values are not recommended for survey control.
 MK0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0426.See file dsdata.txt to determine how the superseded data were derived.
 MK0426
 MK0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM258020(NAD 83)
 MK0426_MARKER: DB = BENCH MARK DISK
 MK0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0426_STAMPING: E 247 1947
 MK0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0426+STABILITY: SURFACE MOTION
 MK0426
 MK0426  HISTORY     - Date     Condition        Report By
 MK0426  HISTORY     - 1947     MONUMENTED       CGS
 MK0426
 MK0426                          STATION DESCRIPTION
 MK0426
 MK0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0426'1.6 MI W FROM ORUM.
 MK0426'0.5 MILE SOUTH AND 1.1 MILE WEST ALONG STATE HIGHWAY NO. 91 FROM
 MK0426'THE SCHOOL AT ORUM, 0.1 MILE WEST OF THE JUNCTION OF A DIRT
 MK0426'ROAD LEADING NORTH, AT THE JUNCTION OF A PRIVATE ROAD LEADING
 MK0426'SOUTH TO A LARGE TWO-STORY BRICK FARM HOUSE, 52.5 FEET SOUTHWEST
 MK0426'OF AND ACROSS THE PRIVATE ROAD FROM A GUY WIRE BRACED POWER
 MK0426'LINE POLE, 51.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 25.0
 MK0426'FEET WEST OF THE CENTER OF THE PRIVATE ROAD LEADING SOUTH, 16.5
 MK0426'FEET SOUTH OF A TELEPHONE POLE, 1.5 FOOT WEST OF A REFERENCE
 MK0426'POST, SET IN A CONCRETE POST ABOUT 3 FEET ABOVE THE HIGHWAY AND
 MK0426'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0463 ***********************************************************************
 MK0463  DESIGNATION -  E 249
 MK0463  PID         -  MK0463
 MK0463  STATE/COUNTY-  NE/BURT
 MK0463  USGS QUAD   -  LYONS (1966)
 MK0463
 MK0463                         *CURRENT SURVEY CONTROL
 MK0463  ___________________________________________________________________
 MK0463* NAD 83(1986)-  41 59 17.     (N)    096 24 18.     (W)     SCALED    
 MK0463* NAVD 88     -       385.494  (meters)    1264.74   (feet)  ADJUSTED  
 MK0463  ___________________________________________________________________
 MK0463  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 MK0463  DYNAMIC HT  -         385.356 (meters)    1264.29  (feet)  COMP
 MK0463  MODELED GRAV-     980,251.2   (mgal)                       NAVD 88
 MK0463
 MK0463  VERT ORDER  -  SECOND    CLASS 0
 MK0463
 MK0463.The horizontal coordinates were scaled from a topographic map and have
 MK0463.an estimated accuracy of +/- 6 seconds.
 MK0463
 MK0463.The orthometric height was determined by differential leveling
 MK0463.and adjusted by the National Geodetic Survey in June 1991..
 MK0463
 MK0463.The geoid height was determined by GEOID03.
 MK0463
 MK0463.The dynamic height is computed by dividing the NAVD 88
 MK0463.geopotential number by the normal gravity value computed on the
 MK0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0463.degrees latitude (g = 980.6199 gals.).
 MK0463
 MK0463.The modeled gravity was interpolated from observed gravity values.
 MK0463
 MK0463;                    North         East    Units  Estimated Accuracy
 MK0463;SPC NE       -   245,420.      797,730.      MT  (+/- 180 meters Scaled)
 MK0463
 MK0463                          SUPERSEDED SURVEY CONTROL
 MK0463
 MK0463  NGVD 29 (??/??/92)  385.345  (m)         1264.25   (f) ADJ UNCH    2 0
 MK0463
 MK0463.Superseded values are not recommended for survey control.
 MK0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0463.See file dsdata.txt to determine how the superseded data were derived.
 MK0463
 MK0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM149517(NAD 83)
 MK0463_MARKER: DB = BENCH MARK DISK
 MK0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0463_SP_SET: CULVERT
 MK0463_STAMPING: E 249 1947
 MK0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0463
 MK0463  HISTORY     - Date     Condition        Report By
 MK0463  HISTORY     - 1947     MONUMENTED       CGS
 MK0463
 MK0463                          STATION DESCRIPTION
 MK0463
 MK0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0463'6.5 MI NE FROM LYONS.
 MK0463'3.0 MILES EAST ALONG STATE HIGHWAY NO. 118 FROM THE JUNCTION OF
 MK0463'U.S. HIGHWAY NO. 77 AT LYONS, THENCE NORTH 3.5 MILES ALONG A
 MK0463'GRAVEL ROAD, AT A GRAVEL CROSS ROAD, IN THE NORTH END OF THE
 MK0463'EAST HEADWALL OF A CONCRETE CULVERT, 20.3 FEET EAST OF THE CENTER
 MK0463'OF THE NORTH-SOUTH ROAD, 33.0 FEET SOUTH OF THE CENTER OF THE
 MK0463'EAST-WEST ROAD, ABOUT THE SAME LEVEL AS THE ROAD AND SET IN A DRILL
 MK0463'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0732 ***********************************************************************
 LH0732  DESIGNATION -  E 25
 LH0732  PID         -  LH0732
 LH0732  STATE/COUNTY-  NE/FURNAS
 LH0732  USGS QUAD   -  BEAVER CITY SW (1957)
 LH0732
 LH0732                         *CURRENT SURVEY CONTROL
 LH0732  ___________________________________________________________________
 LH0732* NAD 83(1986)-  40 05 19.     (N)    099 53 31.     (W)     SCALED    
 LH0732* NAVD 88     -       716.013  (meters)    2349.12   (feet)  ADJUSTED  
 LH0732  ___________________________________________________________________
 LH0732  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 LH0732  DYNAMIC HT  -         715.555 (meters)    2347.62  (feet)  COMP
 LH0732  MODELED GRAV-     979,963.1   (mgal)                       NAVD 88
 LH0732
 LH0732  VERT ORDER  -  FIRST     CLASS II
 LH0732
 LH0732.The horizontal coordinates were scaled from a topographic map and have
 LH0732.an estimated accuracy of +/- 6 seconds.
 LH0732
 LH0732.The orthometric height was determined by differential leveling
 LH0732.and adjusted by the National Geodetic Survey in June 1991..
 LH0732
 LH0732.The geoid height was determined by GEOID03.
 LH0732
 LH0732.The dynamic height is computed by dividing the NAVD 88
 LH0732.geopotential number by the normal gravity value computed on the
 LH0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0732.degrees latitude (g = 980.6199 gals.).
 LH0732
 LH0732.The modeled gravity was interpolated from observed gravity values.
 LH0732
 LH0732;                    North         East    Units  Estimated Accuracy
 LH0732;SPC NE       -    28,350.      509,220.      MT  (+/- 180 meters Scaled)
 LH0732
 LH0732                          SUPERSEDED SURVEY CONTROL
 LH0732
 LH0732  NGVD 29 (??/??/92)  715.739  (m)         2348.22   (f) ADJ UNCH    1 2
 LH0732
 LH0732.Superseded values are not recommended for survey control.
 LH0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0732.See file dsdata.txt to determine how the superseded data were derived.
 LH0732
 LH0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK239379(NAD 83)
 LH0732_MARKER: DB = BENCH MARK DISK
 LH0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0732_STAMPING: E 25 1933
 LH0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0732+STABILITY: SURFACE MOTION
 LH0732
 LH0732  HISTORY     - Date     Condition        Report By
 LH0732  HISTORY     - 1933     MONUMENTED       CGS
 LH0732  HISTORY     - 1941     GOOD             NGS
 LH0732
 LH0732                          STATION DESCRIPTION
 LH0732
 LH0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0732'15 MI S FROM ARAPAHOE.
 LH0732'LOCATED 15 MILES SOUTH OF THE C.B. AND Q. RAILROAD STATION AT
 LH0732'ARAPAHOE, 49 FT. NORTH OF THE CENTER OF SECTION ROAD RUNNING
 LH0732'WEST, 33 FT. WEST OF CENTER OF HIGHWAY, 20 FT. NORTH OF
 LH0732'CORNER OF WIRE FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 LH0732'POST 6 IN HIGH.
 LH0732
 LH0732                          STATION RECOVERY (1941)
 LH0732
 LH0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LH0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0733 ***********************************************************************
 LH0733  DESIGNATION -  E 25 RESET
 LH0733  PID         -  LH0733
 LH0733  STATE/COUNTY-  NE/FURNAS
 LH0733  USGS QUAD   -  BEAVER CITY SW (1957)
 LH0733
 LH0733                         *CURRENT SURVEY CONTROL
 LH0733  ___________________________________________________________________
 LH0733* NAD 83(1986)-  40 05 19.     (N)    099 53 31.     (W)     SCALED    
 LH0733* NAVD 88     -       714.942  (meters)    2345.61   (feet)  ADJUSTED  
 LH0733  ___________________________________________________________________
 LH0733  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 LH0733  DYNAMIC HT  -         714.485 (meters)    2344.11  (feet)  COMP
 LH0733  MODELED GRAV-     979,963.1   (mgal)                       NAVD 88
 LH0733
 LH0733  VERT ORDER  -  FIRST     CLASS II
 LH0733
 LH0733.The horizontal coordinates were scaled from a topographic map and have
 LH0733.an estimated accuracy of +/- 6 seconds.
 LH0733
 LH0733.The orthometric height was determined by differential leveling
 LH0733.and adjusted by the National Geodetic Survey in June 1991..
 LH0733
 LH0733.The geoid height was determined by GEOID03.
 LH0733
 LH0733.The dynamic height is computed by dividing the NAVD 88
 LH0733.geopotential number by the normal gravity value computed on the
 LH0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0733.degrees latitude (g = 980.6199 gals.).
 LH0733
 LH0733.The modeled gravity was interpolated from observed gravity values.
 LH0733
 LH0733;                    North         East    Units  Estimated Accuracy
 LH0733;SPC NE       -    28,350.      509,220.      MT  (+/- 180 meters Scaled)
 LH0733
 LH0733                          SUPERSEDED SURVEY CONTROL
 LH0733
 LH0733  NGVD 29 (02/14/92)  714.666  (m)         2344.70   (f) ADJUSTED    1 2
 LH0733
 LH0733.Superseded values are not recommended for survey control.
 LH0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0733.See file dsdata.txt to determine how the superseded data were derived.
 LH0733
 LH0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK239379(NAD 83)
 LH0733_MARKER: DB = BENCH MARK DISK
 LH0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0733_SP_SET: CONCRETE POST
 LH0733_STAMPING: E 25 RESET 1959
 LH0733_MARK LOGO: CGS   
 LH0733_PROJECTION: PROJECTING 3 CENTIMETERS
 LH0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0733+STABILITY: SURFACE MOTION
 LH0733
 LH0733  HISTORY     - Date     Condition        Report By
 LH0733  HISTORY     - 1959     MONUMENTED       NEDR
 LH0733  HISTORY     - 1986     GOOD             NGS
 LH0733
 LH0733                          STATION DESCRIPTION
 LH0733
 LH0733'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 LH0733'15 MI S FROM ARAPAHOE.
 LH0733'ABOUT 15 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THE CHICAGO,
 LH0733'BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE, 34 FEET
 LH0733'SOUTH OF THE CENTERLINE OF A SECTION ROAD LEADING EAST, 85 FEET
 LH0733'EAST OF THE CENTERLINE OF HIGHWAY AT STATION 156+75.
 LH0733
 LH0733                          STATION RECOVERY (1986)
 LH0733
 LH0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0733'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  24.4 KM (15.25
 LH0733'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0733'34 AT ARAPAHOE, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A DIRT
 LH0733'ROAD, 26.5 METERS (87 FT) EAST OF THE HIGHWAY CENTERLINE, 25.0 METERS
 LH0733'(82 FT) SOUTHEAST ACROSS THE ROAD FROM MILEPOST 6, 11.0 METERS (36 FT)
 LH0733'SOUTH OF THE CENTER OF THE ROAD, 0.7 METER (2.5 FT) EAST OF A FENCE
 LH0733'CORNER AND 0.3 METER (1 FT) SOUTH OF A FENCE.
 LH0733'THE MARK IS 0.9 METERS  E FROM  A WITNESS POST
 LH0733'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0028 ***********************************************************************
 LH0028  DESIGNATION -  E 250
 LH0028  PID         -  LH0028
 LH0028  STATE/COUNTY-  NE/ADAMS
 LH0028  USGS QUAD   -  HASTINGS EAST (1983)
 LH0028
 LH0028                         *CURRENT SURVEY CONTROL
 LH0028  ___________________________________________________________________
 LH0028* NAD 83(1986)-  40 37 27.     (N)    098 22 23.     (W)     SCALED    
 LH0028* NAVD 88     -       581.291  (meters)    1907.12   (feet)  ADJUSTED  
 LH0028  ___________________________________________________________________
 LH0028  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 LH0028  DYNAMIC HT  -         580.969 (meters)    1906.06  (feet)  COMP
 LH0028  MODELED GRAV-     980,051.6   (mgal)                       NAVD 88
 LH0028
 LH0028  VERT ORDER  -  FIRST     CLASS II
 LH0028
 LH0028.The horizontal coordinates were scaled from a topographic map and have
 LH0028.an estimated accuracy of +/- 6 seconds.
 LH0028
 LH0028.The orthometric height was determined by differential leveling
 LH0028.and adjusted by the National Geodetic Survey in June 1991..
 LH0028
 LH0028.The geoid height was determined by GEOID03.
 LH0028
 LH0028.The dynamic height is computed by dividing the NAVD 88
 LH0028.geopotential number by the normal gravity value computed on the
 LH0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0028.degrees latitude (g = 980.6199 gals.).
 LH0028
 LH0028.The modeled gravity was interpolated from observed gravity values.
 LH0028
 LH0028;                    North         East    Units  Estimated Accuracy
 LH0028;SPC NE       -    89,100.      637,620.      MT  (+/- 180 meters Scaled)
 LH0028
 LH0028                          SUPERSEDED SURVEY CONTROL
 LH0028
 LH0028  NGVD 29 (??/??/92)  581.059  (m)         1906.36   (f) ADJ UNCH    1 2
 LH0028
 LH0028.Superseded values are not recommended for survey control.
 LH0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0028.See file dsdata.txt to determine how the superseded data were derived.
 LH0028
 LH0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK530972(NAD 83)
 LH0028_MARKER: DB = BENCH MARK DISK
 LH0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0028_STAMPING: E 250 1947
 LH0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0028+STABILITY: SURFACE MOTION
 LH0028
 LH0028  HISTORY     - Date     Condition        Report By
 LH0028  HISTORY     - 1947     MONUMENTED       CGS
 LH0028  HISTORY     - 19910926 MARK NOT FOUND   NGS
 LH0028  HISTORY     - 20010810 MARK NOT FOUND   NEDR
 LH0028
 LH0028                          STATION DESCRIPTION
 LH0028
 LH0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0028'2.7 MI N FROM HASTINGS.
 LH0028'2.7 MILES NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0028'AT HASTINGS (AT THE NORTHEAST ANGLE OF SECOND STREET AND
 LH0028'MINNESOTA AVENUE) AND 1.1 MILES SOUTH OF BENCH MARK D 250, AT A
 LH0028'ROAD CROSSING, 576.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LH0028'150.7 FEET NORTHWEST OF THE SECOND POLE NORTH OF MILEPOST 230,
 LH0028'45.6 FEET WEST OF THE WEST RAIL AND LEVEL WITH IT, 4.3 FEET
 LH0028'SOUTH OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE, SET IN THE
 LH0028'TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LH0028
 LH0028                          STATION RECOVERY (1991)
 LH0028
 LH0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0028'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 LH0028
 LH0028                          STATION RECOVERY (2001)
 LH0028
 LH0028'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0028'MARK WAS NOTE FOUND.  NOTE--THIS AREA HAS A NEW CONCRETE STREET PUT IN
 LH0028'AND ALOT OF DIRT WAS REMOVED IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0190 ***********************************************************************
 LH0190  DESIGNATION -  E 251
 LH0190  PID         -  LH0190
 LH0190  STATE/COUNTY-  NE/NUCKOLLS
 LH0190  USGS QUAD   -  SUPERIOR (1983)
 LH0190
 LH0190                         *CURRENT SURVEY CONTROL
 LH0190  ___________________________________________________________________
 LH0190* NAD 83(1986)-  40 00 15.     (N)    098 02 49.     (W)     SCALED    
 LH0190* NAVD 88     -       471.960  (meters)    1548.42   (feet)  ADJUSTED  
 LH0190  ___________________________________________________________________
 LH0190  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 LH0190  DYNAMIC HT  -         471.685 (meters)    1547.52  (feet)  COMP
 LH0190  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 LH0190
 LH0190  VERT ORDER  -  FIRST     CLASS II
 LH0190
 LH0190.The horizontal coordinates were scaled from a topographic map and have
 LH0190.an estimated accuracy of +/- 6 seconds.
 LH0190
 LH0190.The orthometric height was determined by differential leveling
 LH0190.and adjusted by the National Geodetic Survey in June 1991..
 LH0190
 LH0190.The geoid height was determined by GEOID03.
 LH0190
 LH0190.The dynamic height is computed by dividing the NAVD 88
 LH0190.geopotential number by the normal gravity value computed on the
 LH0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0190.degrees latitude (g = 980.6199 gals.).
 LH0190
 LH0190.The modeled gravity was interpolated from observed gravity values.
 LH0190
 LH0190;                    North         East    Units  Estimated Accuracy
 LH0190;SPC NE       -    20,850.      666,750.      MT  (+/- 180 meters Scaled)
 LH0190
 LH0190                          SUPERSEDED SURVEY CONTROL
 LH0190
 LH0190  NGVD 29 (??/??/92)  471.788  (m)         1547.86   (f) ADJ UNCH    1 2
 LH0190
 LH0190.Superseded values are not recommended for survey control.
 LH0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0190.See file dsdata.txt to determine how the superseded data were derived.
 LH0190
 LH0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK813286(NAD 83)
 LH0190_MARKER: DB = BENCH MARK DISK
 LH0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0190_STAMPING: E 251 1947
 LH0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0190+STABILITY: SURFACE MOTION
 LH0190
 LH0190  HISTORY     - Date     Condition        Report By
 LH0190  HISTORY     - 1947     MONUMENTED       CGS
 LH0190
 LH0190                          STATION DESCRIPTION
 LH0190
 LH0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0190'1.8 MI SE FROM SUPERIOR.
 LH0190'1.8 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LH0190'RAILROAD FROM THE STATION AT SUPERIOR, 83.4 FEET NORTHEAST OF
 LH0190'MILEPOST 152, 48.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LH0190'TRACK, 2.6 FEET SOUTHWEST OF A FENCE, ABOUT 5 POLES NORTHWEST
 LH0190'OF THE NEBRASKA-KANSAS STATE LINE, ALONG THE SOUTHWEST SIDE OF A
 LH0190'CULTIVATED FIELD, 1.7 FEET NORTHWEST OF A REFERENCE POST, SET IN
 LH0190'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 LH0190'GROUND.  NOTE-- THIS BENCH MARK IS VERY LIKELY TO BE COVERED UP
 LH0190'IN THE FUTURE DUE TO THE FACT THAT IT IS SET IN THE RIVER BOTTOM
 LH0190'AND IN THE FLOOD AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0279 ***********************************************************************
 LH0279  DESIGNATION -  E 252
 LH0279  PID         -  LH0279
 LH0279  STATE/COUNTY-  NE/ADAMS
 LH0279  USGS QUAD   -  AYR (1969)
 LH0279
 LH0279                         *CURRENT SURVEY CONTROL
 LH0279  ___________________________________________________________________
 LH0279* NAD 83(1986)-  40 25 53.     (N)    098 26 24.     (W)     SCALED    
 LH0279* NAVD 88     -       561.587  (meters)    1842.47   (feet)  ADJUSTED  
 LH0279  ___________________________________________________________________
 LH0279  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 LH0279  DYNAMIC HT  -         561.271 (meters)    1841.44  (feet)  COMP
 LH0279  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 LH0279
 LH0279  VERT ORDER  -  FIRST     CLASS II
 LH0279
 LH0279.The horizontal coordinates were scaled from a topographic map and have
 LH0279.an estimated accuracy of +/- 6 seconds.
 LH0279
 LH0279.The orthometric height was determined by differential leveling
 LH0279.and adjusted by the National Geodetic Survey in June 1991..
 LH0279
 LH0279.The geoid height was determined by GEOID03.
 LH0279
 LH0279.The dynamic height is computed by dividing the NAVD 88
 LH0279.geopotential number by the normal gravity value computed on the
 LH0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0279.degrees latitude (g = 980.6199 gals.).
 LH0279
 LH0279.The modeled gravity was interpolated from observed gravity values.
 LH0279
 LH0279;                    North         East    Units  Estimated Accuracy
 LH0279;SPC NE       -    67,600.      632,340.      MT  (+/- 180 meters Scaled)
 LH0279
 LH0279                          SUPERSEDED SURVEY CONTROL
 LH0279
 LH0279  NGVD 29 (??/??/92)  561.366  (m)         1841.75   (f) ADJ UNCH    1 2
 LH0279
 LH0279.Superseded values are not recommended for survey control.
 LH0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0279.See file dsdata.txt to determine how the superseded data were derived.
 LH0279
 LH0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK474757(NAD 83)
 LH0279_MARKER: DB = BENCH MARK DISK
 LH0279_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LH0279+WITH SETTING: PAVEMENT
 LH0279_SP_SET: WATER TANK LEG BASE
 LH0279_STAMPING: E 252 1947
 LH0279_MARK LOGO: CGS   
 LH0279_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0279+STABILITY: SURFACE MOTION
 LH0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0279+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1998
 LH0279
 LH0279  HISTORY     - Date     Condition        Report By
 LH0279  HISTORY     - 1947     MONUMENTED       CGS
 LH0279  HISTORY     - 19980715 GOOD             NEDR
 LH0279
 LH0279                          STATION DESCRIPTION
 LH0279
 LH0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0279'0.4 MI S FROM AYR.
 LH0279'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0279'FROM THE STATION AT AYR, IN THE TOP OF THE NORTH CORNER OF THE
 LH0279'NORTHEAST CONCRETE BASE OF THE WATER TOWER, ABOUT 250.0 FEET
 LH0279'NORTH OF A BRICK AND CONCRETE PUMPING STATION, 60.0 FEET EAST OF
 LH0279'THE EAST SIDE OF THE RESERVOIR AND 1.0 FOOT ABOVE THE GROUND.
 LH0279
 LH0279                          STATION RECOVERY (1998)
 LH0279
 LH0279'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH0279'RECOVERED IN GOOD CONDITION, IN AYR, 0.38 MI (0.61 KM) SOUTH ALONG 3RD
 LH0279'STREET FROM ITS JUNCTION WITH LINCOLN AVENUE, ON THE WEST SIDE OF THE
 LH0279'STREET AND SET INTO A DRILLED HOLE IN A CONCRETE BASE THAT HAD BEEN
 LH0279'FOR THE LEG OF A WATER TANK THAT IS NO LONGER THERE.  IT IS 58.0 M
 LH0279'(190.3 FT) SOUTH OF A DRIVEWAY LEADING WEST, 18.77 M (61.58 FT)
 LH0279'NORTHEAST OF THE TOP, CENTER, OF AN IRRIGATION PUMP, 7.0 M (23.0 FT)
 LH0279'WEST FROM THE CENTERLINE OF A CURVE IN 3RD STREET AND 0.43 M (1.41 FT)
 LH0279'NORTH OF A WITNESS POST, IN SEC4, T5N, R10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0762 ***********************************************************************
 MJ0762  DESIGNATION -  E 253
 MJ0762  PID         -  MJ0762
 MJ0762  STATE/COUNTY-  NE/DOUGLAS
 MJ0762  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0762
 MJ0762                         *CURRENT SURVEY CONTROL
 MJ0762  ___________________________________________________________________
 MJ0762* NAD 83(1986)-  41 20 54.     (N)    095 57 38.     (W)     SCALED    
 MJ0762* NAVD 88     -       302.167  (meters)     991.36   (feet)  ADJUSTED  
 MJ0762  ___________________________________________________________________
 MJ0762  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 MJ0762  DYNAMIC HT  -         302.036 (meters)     990.93  (feet)  COMP
 MJ0762  MODELED GRAV-     980,180.4   (mgal)                       NAVD 88
 MJ0762
 MJ0762  VERT ORDER  -  SECOND    CLASS 0
 MJ0762
 MJ0762.The horizontal coordinates were scaled from a topographic map and have
 MJ0762.an estimated accuracy of +/- 6 seconds.
 MJ0762
 MJ0762.The orthometric height was determined by differential leveling
 MJ0762.and adjusted by the National Geodetic Survey in June 1991..
 MJ0762
 MJ0762.The geoid height was determined by GEOID03.
 MJ0762
 MJ0762.The dynamic height is computed by dividing the NAVD 88
 MJ0762.geopotential number by the normal gravity value computed on the
 MJ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0762.degrees latitude (g = 980.6199 gals.).
 MJ0762
 MJ0762.The modeled gravity was interpolated from observed gravity values.
 MJ0762
 MJ0762;                    North         East    Units  Estimated Accuracy
 MJ0762;SPC NE       -   176,100.      837,830.      MT  (+/- 180 meters Scaled)
 MJ0762
 MJ0762                          SUPERSEDED SURVEY CONTROL
 MJ0762
 MJ0762  NGVD 29 (??/??/92)  302.035  (m)          990.93   (f) ADJ UNCH    2 0
 MJ0762
 MJ0762.Superseded values are not recommended for survey control.
 MJ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0762.See file dsdata.txt to determine how the superseded data were derived.
 MJ0762
 MJ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF523816(NAD 83)
 MJ0762_MARKER: DB = BENCH MARK DISK
 MJ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0762_STAMPING: E 253 1947
 MJ0762_MARK LOGO: CGS   
 MJ0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0762+STABILITY: SURFACE MOTION
 MJ0762
 MJ0762  HISTORY     - Date     Condition        Report By
 MJ0762  HISTORY     - 1947     MONUMENTED       CGS
 MJ0762  HISTORY     - 1955     MARK NOT FOUND   NGS
 MJ0762  HISTORY     - 1976     GOOD             LOCSUR
 MJ0762  HISTORY     - 19890606 GOOD             NGS
 MJ0762
 MJ0762                          STATION DESCRIPTION
 MJ0762
 MJ0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0762'6.9 MI N FROM OMAHA.
 MJ0762'FROM THE DOUGLAS COUNTY COURT HOUSE AT OMAHA GO 1 BLOCK WEST
 MJ0762'ALONG FARNAM STREET TO 19TH STREET, THENCE 4.9 MILES NORTH ALONG
 MJ0762'19TH STREET (CHANGES TO FLORENCE BOULEVARD A FEW BLOCK NORTH OF
 MJ0762'FARNAM STREET), THENCE 2.0 MILES NORTH ALONG JOHN J. PERSHING
 MJ0762'DRIVE (ALSO KNOWN AS RIVER DRIVE) TO THE SITE OF THE MARK.  THE
 MJ0762'MARK IS ON THE WEST SIDE OF THE FLORENCE BOAT YARD, ABOUT 0.2
 MJ0762'OF A MILE NORTH OF A RAILWAY CROSSING, 36 FEET NORTHEAST OF AND
 MJ0762'3 FEET LOWER THAN THE CENTER LINE OF THE ROAD, SET BETWEEN
 MJ0762'TWO 30-INCH COTTONWOOD TREES, 15.2 FEET SOUTHEAST OF ONE TREE
 MJ0762'AND 12 FEET NORTH OF THE OTHER TREE, 3 FEET SOUTHEAST OF A 4 X 4
 MJ0762'MARKER POST, AND 1 FOOT SOUTHWEST OF A STEEL FENCE.  A BRONZE
 MJ0762'DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES
 MJ0762'ABOVE THE SURFACE OF THE GROUND.
 MJ0762
 MJ0762                          STATION RECOVERY (1955)
 MJ0762
 MJ0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 MJ0762'MARK NOT FOUND.
 MJ0762
 MJ0762                          STATION RECOVERY (1976)
 MJ0762
 MJ0762'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0762'RECOVERED IN GOOD CONDITION.
 MJ0762
 MJ0762                          STATION RECOVERY (1989)
 MJ0762
 MJ0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (JAO)
 MJ0762'IT IS LOCATED IN THE FLORENCE AREA OF OMAHA, ABOUT 0.40 KM (0.25 MI)
 MJ0762'NORTH FROM THE WEST END OF THE INTERSTATE HIGHWAY 680 BRIDGES OVER THE
 MJ0762'MISSOURI RIVER, ABOUT 0.16 KM (0.10 MI) WEST FROM THE WEST BANK OF THE
 MJ0762'RIVER, ON THE EAST RIGHT-OF-WAY OF JOHN PERSHING DRIVE AND IN THE
 MJ0762'NE1/4, SEC21, T16N, R13E. TO REACH FROM WHERE INTERSTATE HIGHWAY 680
 MJ0762'CROSSES OVER JOHN PERSHING DRIVE, GO NORTH ON JOHN PERSHING DRIVE FOR
 MJ0762'0.40 KM (0.25 MI) TO THE MARK ON THE RIGHT, BEWTEEN TWO 60-INCH
 MJ0762'DIAMETER COTTONWOOD TREES. THE MARK IS 10.97 M (35.99 FT) EAST FROM
 MJ0762'THE CENTERLINE OF THE STREET, 4.57 M (14.99 FT) SOUTH FROM THE NORTH
 MJ0762'TREE, 3.66 M (12.01 FT) NORTH FROM THE SOUTH TREE, 0.24 M (0.79 FT)
 MJ0762'WEST FROM A CHAINLINK FENCE AND 2 WITNESS POSTS AND IS RECESSED 0.15 M
 MJ0762'(0.49 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0679 ***********************************************************************
 MJ0679  DESIGNATION -  E 254
 MJ0679  PID         -  MJ0679
 MJ0679  STATE/COUNTY-  NE/DOUGLAS
 MJ0679  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0679
 MJ0679                         *CURRENT SURVEY CONTROL
 MJ0679  ___________________________________________________________________
 MJ0679* NAD 83(1986)-  41 16 34.     (N)    095 59 32.     (W)     SCALED    
 MJ0679* NAVD 88     -       360.665  (meters)    1183.28   (feet)  ADJUSTED  
 MJ0679  ___________________________________________________________________
 MJ0679  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MJ0679  DYNAMIC HT  -         360.511 (meters)    1182.78  (feet)  COMP
 MJ0679  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 MJ0679
 MJ0679  VERT ORDER  -  FIRST     CLASS II
 MJ0679
 MJ0679.The horizontal coordinates were scaled from a topographic map and have
 MJ0679.an estimated accuracy of +/- 6 seconds.
 MJ0679
 MJ0679.The orthometric height was determined by differential leveling
 MJ0679.and adjusted by the National Geodetic Survey in June 1991..
 MJ0679
 MJ0679.The geoid height was determined by GEOID03.
 MJ0679
 MJ0679.The dynamic height is computed by dividing the NAVD 88
 MJ0679.geopotential number by the normal gravity value computed on the
 MJ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0679.degrees latitude (g = 980.6199 gals.).
 MJ0679
 MJ0679.The modeled gravity was interpolated from observed gravity values.
 MJ0679
 MJ0679;                    North         East    Units  Estimated Accuracy
 MJ0679;SPC NE       -   167,960.      835,550.      MT  (+/- 180 meters Scaled)
 MJ0679
 MJ0679                          SUPERSEDED SURVEY CONTROL
 MJ0679
 MJ0679  NGVD 29 (??/??/92)  360.540  (m)         1182.87   (f) ADJ UNCH    1 2
 MJ0679
 MJ0679.Superseded values are not recommended for survey control.
 MJ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0679.See file dsdata.txt to determine how the superseded data were derived.
 MJ0679
 MJ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF493737(NAD 83)
 MJ0679_MARKER: DB = BENCH MARK DISK
 MJ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0679_STAMPING: E 254 1947
 MJ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0679+STABILITY: SURFACE MOTION
 MJ0679
 MJ0679  HISTORY     - Date     Condition        Report By
 MJ0679  HISTORY     - 1947     MONUMENTED       CGS
 MJ0679  HISTORY     - 1976     GOOD             LOCSUR
 MJ0679
 MJ0679                          STATION DESCRIPTION
 MJ0679
 MJ0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0679'AT OMAHA.
 MJ0679'AT OMAHA, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF NORTH
 MJ0679'51ST STREET AND DECATUR STREET AND AT THE NORTHWEST CORNER OF
 MJ0679'A PARK, 155.7 FEET SOUTHWEST OF THE CENTER OF AN IRON MAN HOLE
 MJ0679'COVER WHICH IS AT THE APPROXIMATE CENTER OF THE INTERSECTION
 MJ0679'OF DECATUR STREET AND COUNTRY CLUB AVENUE, 66.1 FEET SOUTH OF
 MJ0679'THE SOUTH EDGE OF THE SOUTH CURB OF DECATUR STREET, 13.9 FEET
 MJ0679'EAST OF THE EAST EDGE OF THE EAST CURB OF NORTH 51ST STREET,
 MJ0679'5.4 FEET EAST OF THE EAST EDGE OF THE CONCRETE WALK ALONG THE
 MJ0679'EAST SIDE OF NORTH 51ST STREET, 5.0 FEET NORTH OF THE JUNCTION
 MJ0679'OF TWO LINES MADE ON TOP OF A 1-FOOT SQUARE CONCRETE REFERENCE
 MJ0679'BLOCK WHICH IS MARKED U S B M 5 AND IS ABOUT FLUSH WITH THE
 MJ0679'TOP OF THE GROUND, SET IN A CONCRETE POST 0.3 FOOT UNDERGROUND.
 MJ0679
 MJ0679                          STATION RECOVERY (1976)
 MJ0679
 MJ0679'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0807 ***********************************************************************
 MJ0807  DESIGNATION -  E 255
 MJ0807  PID         -  MJ0807
 MJ0807  STATE/COUNTY-  NE/DOUGLAS
 MJ0807  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0807
 MJ0807                         *CURRENT SURVEY CONTROL
 MJ0807  ___________________________________________________________________
 MJ0807* NAD 83(1986)-  41 12 45.     (N)    095 58 07.     (W)     SCALED    
 MJ0807* NAVD 88     -       356.207  (meters)    1168.66   (feet)  ADJUSTED  
 MJ0807  ___________________________________________________________________
 MJ0807  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 MJ0807  DYNAMIC HT  -         356.059 (meters)    1168.17  (feet)  COMP
 MJ0807  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 MJ0807
 MJ0807  VERT ORDER  -  FIRST     CLASS II
 MJ0807
 MJ0807.The horizontal coordinates were scaled from a topographic map and have
 MJ0807.an estimated accuracy of +/- 6 seconds.
 MJ0807
 MJ0807.The orthometric height was determined by differential leveling
 MJ0807.and adjusted by the National Geodetic Survey in June 1991..
 MJ0807
 MJ0807.The geoid height was determined by GEOID03.
 MJ0807
 MJ0807.The dynamic height is computed by dividing the NAVD 88
 MJ0807.geopotential number by the normal gravity value computed on the
 MJ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0807.degrees latitude (g = 980.6199 gals.).
 MJ0807
 MJ0807.The modeled gravity was interpolated from observed gravity values.
 MJ0807
 MJ0807;                    North         East    Units  Estimated Accuracy
 MJ0807;SPC NE       -   161,000.      837,860.      MT  (+/- 180 meters Scaled)
 MJ0807
 MJ0807                          SUPERSEDED SURVEY CONTROL
 MJ0807
 MJ0807  NGVD 29 (??/??/92)  356.087  (m)         1168.26   (f) ADJ UNCH    1 2
 MJ0807
 MJ0807.Superseded values are not recommended for survey control.
 MJ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0807.See file dsdata.txt to determine how the superseded data were derived.
 MJ0807
 MJ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF511665(NAD 83)
 MJ0807_MARKER: DB = BENCH MARK DISK
 MJ0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0807_SP_SET: VIADUCT
 MJ0807_STAMPING: E 255 1947
 MJ0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0807
 MJ0807  HISTORY     - Date     Condition        Report By
 MJ0807  HISTORY     - 1947     MONUMENTED       CGS
 MJ0807  HISTORY     - 1976     POOR             LOCSUR
 MJ0807
 MJ0807                          STATION DESCRIPTION
 MJ0807
 MJ0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0807'AT OMAHA.
 MJ0807'AT OMAHA, AT THE L STREET VIADUCT OVER THE CHICAGO, BURLINGTON
 MJ0807'AND QUINCY RAILWAY, IN THE NORTH FACE OF THE SECOND UPRIGHT
 MJ0807'SUPPORT FROM THE WEST END OF THE VIADUCT, SET VERTICALLY
 MJ0807'APPROXIMATELY 4.0 FEET ABOVE THE GROUND.
 MJ0807
 MJ0807                          STATION RECOVERY (1976)
 MJ0807
 MJ0807'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0807'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1026 ***********************************************************************
 LF1026  DESIGNATION -  E 256
 LF1026  PID         -  LF1026
 LF1026  STATE/COUNTY-  NE/CASS
 LF1026  USGS QUAD   -  ROCK BLUFF (1984)
 LF1026
 LF1026                         *CURRENT SURVEY CONTROL
 LF1026  ___________________________________________________________________
 LF1026* NAD 83(1986)-  40 58 05.     (N)    095 52 22.     (W)     SCALED    
 LF1026* NAVD 88     -       337.791  (meters)    1108.24   (feet)  ADJUSTED  
 LF1026  ___________________________________________________________________
 LF1026  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 LF1026  DYNAMIC HT  -         337.647 (meters)    1107.76  (feet)  COMP
 LF1026  MODELED GRAV-     980,189.1   (mgal)                       NAVD 88
 LF1026
 LF1026  VERT ORDER  -  SECOND    CLASS 0
 LF1026
 LF1026.The horizontal coordinates were scaled from a topographic map and have
 LF1026.an estimated accuracy of +/- 6 seconds.
 LF1026
 LF1026.The orthometric height was determined by differential leveling
 LF1026.and adjusted by the National Geodetic Survey in June 1991..
 LF1026
 LF1026.The geoid height was determined by GEOID03.
 LF1026
 LF1026.The dynamic height is computed by dividing the NAVD 88
 LF1026.geopotential number by the normal gravity value computed on the
 LF1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1026.degrees latitude (g = 980.6199 gals.).
 LF1026
 LF1026.The modeled gravity was interpolated from observed gravity values.
 LF1026
 LF1026;                    North         East    Units  Estimated Accuracy
 LF1026;SPC NE       -   134,270.      847,180.      MT  (+/- 180 meters Scaled)
 LF1026
 LF1026                          SUPERSEDED SURVEY CONTROL
 LF1026
 LF1026  NGVD 29 (??/??/92)  337.690  (m)         1107.90   (f) ADJ UNCH    2 0
 LF1026
 LF1026.Superseded values are not recommended for survey control.
 LF1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1026.See file dsdata.txt to determine how the superseded data were derived.
 LF1026
 LF1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF582391(NAD 83)
 LF1026_MARKER: DB = BENCH MARK DISK
 LF1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1026_STAMPING: E 256 1947
 LF1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1026+STABILITY: SURFACE MOTION
 LF1026
 LF1026  HISTORY     - Date     Condition        Report By
 LF1026  HISTORY     - 1947     MONUMENTED       CGS
 LF1026  HISTORY     - 1950     GOOD             NGS
 LF1026
 LF1026                          STATION DESCRIPTION
 LF1026
 LF1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1026'3.4 MI S FROM PLATTSMOUTH.
 LF1026'2 BLOCKS WEST ALONG MAIN STREET FROM THE COURTHOUSE AT PLATTSMOUTH,
 LF1026'THENCE 0.5 MILE SOUTH ALONG A PAVED STREET, THENCE 0.4 MILE SOUTH
 LF1026'ALONG A GRADED DIRT STREET, THENCE 0.2 MILE EAST ALONG A GRADED
 LF1026'DIRT STREET, THENCE 1.2 MILES SOUTHEAST ALONG A GRADED DIRT
 LF1026'ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.4
 LF1026'MILE SOUTH ALONG A GRAVELED ROAD, 54.0 FEET SOUTH OF THE CENTER
 LF1026'LINE OF A PRIVATE ROAD LEADING TO A FARMHOUSE ON THE EAST SIDE
 LF1026'OF THE ROAD, 46.5 FEET NORTHWEST OF A 20 INCH BOXELDER TREE
 LF1026'AT THE WEST END OF A ROW OF BOXELDER TREES, 38.0 FEET EAST OF
 LF1026'AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, 5.1 FEET
 LF1026'NORTH OF A POWER POLE WITH A TRANSFORMER, 2.0 FEET SOUTH OF A
 LF1026'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 LF1026'1 INCH ABOVE THE GROUND.
 LF1026
 LF1026                          STATION RECOVERY (1950)
 LF1026
 LF1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1050 ***********************************************************************
 LF1050  DESIGNATION -  E 257
 LF1050  PID         -  LF1050
 LF1050  STATE/COUNTY-  NE/OTOE
 LF1050  USGS QUAD   -  NEHAWKA (1966)
 LF1050
 LF1050                         *CURRENT SURVEY CONTROL
 LF1050  ___________________________________________________________________
 LF1050* NAD 83(1986)-  40 46 23.     (N)    095 53 34.     (W)     SCALED    
 LF1050* NAVD 88     -       330.803  (meters)    1085.31   (feet)  ADJUSTED  
 LF1050  ___________________________________________________________________
 LF1050  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 LF1050  DYNAMIC HT  -         330.637 (meters)    1084.76  (feet)  COMP
 LF1050  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 LF1050
 LF1050  VERT ORDER  -  SECOND    CLASS 0
 LF1050
 LF1050.The horizontal coordinates were scaled from a topographic map and have
 LF1050.an estimated accuracy of +/- 6 seconds.
 LF1050
 LF1050.The orthometric height was determined by differential leveling
 LF1050.and adjusted by the National Geodetic Survey in June 1991..
 LF1050
 LF1050.The geoid height was determined by GEOID03.
 LF1050
 LF1050.The dynamic height is computed by dividing the NAVD 88
 LF1050.geopotential number by the normal gravity value computed on the
 LF1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1050.degrees latitude (g = 980.6199 gals.).
 LF1050
 LF1050.The modeled gravity was interpolated from observed gravity values.
 LF1050
 LF1050;                    North         East    Units  Estimated Accuracy
 LF1050;SPC NE       -   112,570.      846,520.      MT  (+/- 180 meters Scaled)
 LF1050
 LF1050                          SUPERSEDED SURVEY CONTROL
 LF1050
 LF1050  NGVD 29 (??/??/92)  330.692  (m)         1084.95   (f) ADJ UNCH    2 0
 LF1050
 LF1050.Superseded values are not recommended for survey control.
 LF1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1050.See file dsdata.txt to determine how the superseded data were derived.
 LF1050
 LF1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF558175(NAD 83)
 LF1050_MARKER: DB = BENCH MARK DISK
 LF1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1050_STAMPING: E 257 1947
 LF1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1050+STABILITY: SURFACE MOTION
 LF1050
 LF1050  HISTORY     - Date     Condition        Report By
 LF1050  HISTORY     - 1947     MONUMENTED       CGS
 LF1050
 LF1050                          STATION DESCRIPTION
 LF1050
 LF1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1050'4.5 MI SE FROM UNION.
 LF1050'0.7 MILE EAST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1050'RAILWAY STATION AT UNION, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LF1050'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 LF1050'0.8 MILE SOUTH ALONG A GRAVELED ROAD, 64.0 FEET SOUTH OF A
 LF1050'TELEPHONE POLE, 23.0 FEET NORTH OF A FENCE CORNER AND THE NORTH
 LF1050'END OF A WIRE GATE AT AN ENTRANCE TO A PASTURE, 22.0 FEET WEST
 LF1050'OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH
 LF1050'OF A 4 X 4 MARKER POST, 1.0 FOOT EAST OF A FENCE, ON TOP OF A
 LF1050'HILL, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES
 LF1050'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1062 ***********************************************************************
 LF1062  DESIGNATION -  E 258
 LF1062  PID         -  LF1062
 LF1062  STATE/COUNTY-  NE/OTOE
 LF1062  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1062
 LF1062                         *CURRENT SURVEY CONTROL
 LF1062  ___________________________________________________________________
 LF1062* NAD 83(1986)-  40 41 34.     (N)    095 52 08.     (W)     SCALED    
 LF1062* NAVD 88     -       314.209  (meters)    1030.87   (feet)  ADJUSTED  
 LF1062  ___________________________________________________________________
 LF1062  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LF1062  DYNAMIC HT  -         314.044 (meters)    1030.33  (feet)  COMP
 LF1062  MODELED GRAV-     980,094.6   (mgal)                       NAVD 88
 LF1062
 LF1062  VERT ORDER  -  SECOND    CLASS 0
 LF1062
 LF1062.The horizontal coordinates were scaled from a topographic map and have
 LF1062.an estimated accuracy of +/- 6 seconds.
 LF1062
 LF1062.The orthometric height was determined by differential leveling
 LF1062.and adjusted by the National Geodetic Survey in June 1991..
 LF1062
 LF1062.The geoid height was determined by GEOID03.
 LF1062
 LF1062.The dynamic height is computed by dividing the NAVD 88
 LF1062.geopotential number by the normal gravity value computed on the
 LF1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1062.degrees latitude (g = 980.6199 gals.).
 LF1062
 LF1062.The modeled gravity was interpolated from observed gravity values.
 LF1062
 LF1062;                    North         East    Units  Estimated Accuracy
 LF1062;SPC NE       -   103,760.      848,960.      MT  (+/- 180 meters Scaled)
 LF1062
 LF1062                          SUPERSEDED SURVEY CONTROL
 LF1062
 LF1062  NGVD 29 (??/??/92)  314.097  (m)         1030.50   (f) ADJ UNCH    2 0
 LF1062
 LF1062.Superseded values are not recommended for survey control.
 LF1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1062.See file dsdata.txt to determine how the superseded data were derived.
 LF1062
 LF1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF575086(NAD 83)
 LF1062_MARKER: DB = BENCH MARK DISK
 LF1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1062_STAMPING: E 258 1947
 LF1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1062+STABILITY: SURFACE MOTION
 LF1062
 LF1062  HISTORY     - Date     Condition        Report By
 LF1062  HISTORY     - 1947     MONUMENTED       CGS
 LF1062  HISTORY     - 1961     GOOD             NGS
 LF1062
 LF1062                          STATION DESCRIPTION
 LF1062
 LF1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1062'1.8 MI N FROM NEBRASKA CITY.
 LF1062'0.9 MILE NORTH ALONG TENTH STREET FROM THE COURTHOUSE AT NEBRASKA
 LF1062'CITY, THENCE 0.6 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 LF1062'NORTH ALONG A GRAVELED ROAD, 109.0 FEET SOUTH OF THE CENTER
 LF1062'LINE OF THE DRIVEWAY AT THE WEST ENTRANCE TO ST. MARYS CEMETERY,
 LF1062'36.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 20.9 FEET
 LF1062'NORTHEAST OF A POWER POLE, 2.0 FEET SOUTH OF A REFERENCE POST,
 LF1062'1.5 FEET WEST OF A FENCE, ON LINE WITH THE CENTER LINE OF A PAVED
 LF1062'DRIVE IN THE SOUTH PORTION OF THE CEMETERY, SET IN THE TOP OF A
 LF1062'CONCRETE POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 LF1062
 LF1062                          STATION RECOVERY (1961)
 LF1062
 LF1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0410 ***********************************************************************
 MK0410  DESIGNATION -  E 259
 MK0410  PID         -  MK0410
 MK0410  STATE/COUNTY-  NE/WASHINGTON
 MK0410  USGS QUAD   -  NICKERSON NE (1970)
 MK0410
 MK0410                         *CURRENT SURVEY CONTROL
 MK0410  ___________________________________________________________________
 MK0410* NAD 83(1986)-  41 37 31.     (N)    096 18 34.     (W)     SCALED    
 MK0410* NAVD 88     -       359.428  (meters)    1179.22   (feet)  ADJUSTED  
 MK0410  ___________________________________________________________________
 MK0410  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 MK0410  DYNAMIC HT  -         359.271 (meters)    1178.71  (feet)  COMP
 MK0410  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 MK0410
 MK0410  VERT ORDER  -  SECOND    CLASS 0
 MK0410
 MK0410.The horizontal coordinates were scaled from a topographic map and have
 MK0410.an estimated accuracy of +/- 6 seconds.
 MK0410
 MK0410.The orthometric height was determined by differential leveling
 MK0410.and adjusted by the National Geodetic Survey in June 1991..
 MK0410
 MK0410.The geoid height was determined by GEOID03.
 MK0410
 MK0410.The dynamic height is computed by dividing the NAVD 88
 MK0410.geopotential number by the normal gravity value computed on the
 MK0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0410.degrees latitude (g = 980.6199 gals.).
 MK0410
 MK0410.The modeled gravity was interpolated from observed gravity values.
 MK0410
 MK0410;                    North         East    Units  Estimated Accuracy
 MK0410;SPC NE       -   205,510.      807,360.      MT  (+/- 180 meters Scaled)
 MK0410
 MK0410                          SUPERSEDED SURVEY CONTROL
 MK0410
 MK0410  NGVD 29 (??/??/92)  359.280  (m)         1178.74   (f) ADJ UNCH    2 0
 MK0410
 MK0410.Superseded values are not recommended for survey control.
 MK0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0410.See file dsdata.txt to determine how the superseded data were derived.
 MK0410
 MK0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM241116(NAD 83)
 MK0410_MARKER: DB = BENCH MARK DISK
 MK0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0410_SP_SET: BRIDGE
 MK0410_STAMPING: E 259 1947
 MK0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0410
 MK0410  HISTORY     - Date     Condition        Report By
 MK0410  HISTORY     - 1947     MONUMENTED       CGS
 MK0410
 MK0410                          STATION DESCRIPTION
 MK0410
 MK0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0410'1.2 MI N FROM SPIKER.
 MK0410'1.2 MILE NORTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0410'SPIKER, 0.05 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD LEADING
 MK0410'EAST, AT THE NORTH END OF A STEEL BRIDGE OVER YORK CREEK, 12.5
 MK0410'FEET WEST OF THE CENTER OF THE HIGHWAY, SET IN THE TOP OF AND
 MK0410'1.2 FOOT NORTHWEST OF THE SOUTHEAST END OF THE NORTHWEST END OF
 MK0410'THE NORTHWEST CONCRETE WING WALL OF THE BRIDGE, ABOUT THE SAME
 MK0410'ELEVATION AS THE FLOOR OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0071 ***********************************************************************
 LJ0071  DESIGNATION -  E 26
 LJ0071  PID         -  LJ0071
 LJ0071  STATE/COUNTY-  NE/HITCHCOCK
 LJ0071  USGS QUAD   -  CULBERTSON (1970)
 LJ0071
 LJ0071                         *CURRENT SURVEY CONTROL
 LJ0071  ___________________________________________________________________
 LJ0071* NAD 83(1986)-  40 13 36.     (N)    100 49 44.     (W)     SCALED    
 LJ0071* NAVD 88     -       784.115  (meters)    2572.55   (feet)  ADJUSTED  
 LJ0071  ___________________________________________________________________
 LJ0071  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 LJ0071  DYNAMIC HT  -         783.593 (meters)    2570.84  (feet)  COMP
 LJ0071  MODELED GRAV-     979,934.0   (mgal)                       NAVD 88
 LJ0071
 LJ0071  VERT ORDER  -  FIRST     CLASS II
 LJ0071
 LJ0071.The horizontal coordinates were scaled from a topographic map and have
 LJ0071.an estimated accuracy of +/- 6 seconds.
 LJ0071
 LJ0071.The orthometric height was determined by differential leveling
 LJ0071.and adjusted by the National Geodetic Survey in June 1991..
 LJ0071
 LJ0071.The geoid height was determined by GEOID03.
 LJ0071
 LJ0071.The dynamic height is computed by dividing the NAVD 88
 LJ0071.geopotential number by the normal gravity value computed on the
 LJ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0071.degrees latitude (g = 980.6199 gals.).
 LJ0071
 LJ0071.The modeled gravity was interpolated from observed gravity values.
 LJ0071
 LJ0071;                    North         East    Units  Estimated Accuracy
 LJ0071;SPC NE       -    44,010.      429,460.      MT  (+/- 180 meters Scaled)
 LJ0071
 LJ0071                          SUPERSEDED SURVEY CONTROL
 LJ0071
 LJ0071  NGVD 29 (??/??/92)  783.801  (m)         2571.52   (f) ADJ UNCH    1 2
 LJ0071
 LJ0071.Superseded values are not recommended for survey control.
 LJ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0071.See file dsdata.txt to determine how the superseded data were derived.
 LJ0071
 LJ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK444545(NAD 83)
 LJ0071_MARKER: DB = BENCH MARK DISK
 LJ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0071_STAMPING: 2571.563 E 26 1933
 LJ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0071+STABILITY: SURFACE MOTION
 LJ0071
 LJ0071  HISTORY     - Date     Condition        Report By
 LJ0071  HISTORY     - 1933     MONUMENTED       CGS
 LJ0071  HISTORY     - 1943     GOOD             NGS
 LJ0071  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0071
 LJ0071                          STATION DESCRIPTION
 LJ0071
 LJ0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LJ0071'AT CULBERTSON.
 LJ0071'AT CULBERTSON, HITCHCOCK COUNTY, 75 FEET WEST OF THE CHICAGO,
 LJ0071'BURLINGTON AND QUINCY RAILROAD STATION, AT THE WEST SIDE OF THE
 LJ0071'PARK, 28.2 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH SIDE TRACK,
 LJ0071'AND 23 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A
 LJ0071'STANDARD DISK, STAMPED 2571.563 E 26 1933 AND SET IN THE TOP
 LJ0071'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- THE
 LJ0071'MARK IS LOCATED IN THE CENTER OF A GARDEN AND LAWN.
 LJ0071
 LJ0071                          STATION RECOVERY (1999)
 LJ0071
 LJ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0071'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0726 ***********************************************************************
 LF0726  DESIGNATION -  E 260
 LF0726  PID         -  LF0726
 LF0726  STATE/COUNTY-  NE/NEMAHA
 LF0726  USGS QUAD   -  PERU (1966)
 LF0726
 LF0726                         *CURRENT SURVEY CONTROL
 LF0726  ___________________________________________________________________
 LF0726* NAD 83(1986)-  40 23 51.     (N)    095 40 22.     (W)     SCALED    
 LF0726* NAVD 88     -       325.626  (meters)    1068.32   (feet)  ADJUSTED  
 LF0726  ___________________________________________________________________
 LF0726  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LF0726  DYNAMIC HT  -         325.453 (meters)    1067.76  (feet)  COMP
 LF0726  MODELED GRAV-     980,085.9   (mgal)                       NAVD 88
 LF0726
 LF0726  VERT ORDER  -  SECOND    CLASS 0
 LF0726
 LF0726.The horizontal coordinates were scaled from a topographic map and have
 LF0726.an estimated accuracy of +/- 6 seconds.
 LF0726
 LF0726.The orthometric height was determined by differential leveling
 LF0726.and adjusted by the National Geodetic Survey in June 1991..
 LF0726
 LF0726.The geoid height was determined by GEOID03.
 LF0726
 LF0726.The dynamic height is computed by dividing the NAVD 88
 LF0726.geopotential number by the normal gravity value computed on the
 LF0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0726.degrees latitude (g = 980.6199 gals.).
 LF0726
 LF0726.The modeled gravity was interpolated from observed gravity values.
 LF0726
 LF0726;                    North         East    Units  Estimated Accuracy
 LF0726;SPC NE       -    71,830.      867,160.      MT  (+/- 180 meters Scaled)
 LF0726
 LF0726                          SUPERSEDED SURVEY CONTROL
 LF0726
 LF0726  NGVD 29 (??/??/92)  325.548  (m)         1068.07   (f) ADJ UNCH    2 0
 LF0726
 LF0726.Superseded values are not recommended for survey control.
 LF0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0726.See file dsdata.txt to determine how the superseded data were derived.
 LF0726
 LF0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE731753(NAD 83)
 LF0726_MARKER: DB = BENCH MARK DISK
 LF0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0726_STAMPING: E 260 1947
 LF0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0726+STABILITY: SURFACE MOTION
 LF0726
 LF0726  HISTORY     - Date     Condition        Report By
 LF0726  HISTORY     - 1947     MONUMENTED       CGS
 LF0726  HISTORY     - 1974     GOOD             NGS
 LF0726
 LF0726                          STATION DESCRIPTION
 LF0726
 LF0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0726'1 MI W FROM BROWNVILLE.
 LF0726'1.0 MILE WEST ALONG STATE HIGHWAY NO. 3 FROM THE SOUTHWEST END
 LF0726'OF THE TOLL BRIDGE OVER THE MISSOURI RIVER AT BROWNVILLE, AT THE
 LF0726'TOP OF A HILL AND AT THE WEST END OF A SHORT DEEP CUT, 0.1 MILE
 LF0726'EAST OF THE EAST END OF A LONG CURVE, 32.5 FEET SOUTH OF THE
 LF0726'CENTER OF THE HIGHWAY, 17.0 FEET WEST OF THE CENTER OF A PRIVATE
 LF0726'DRIVE-WAY LEADING SOUTH TO A FARM HOUSE, 15.0 FEET SOUTHEAST
 LF0726'OF TELEPHONE POLE NO. 6, 9.5 FEET SOUTHWEST OF A FENCE CORNER
 LF0726'POST, 1.5 FOOT SOUTH OF A REFERENCE POST, SET IN A CONCRETE
 LF0726'POST ABOUT 2 FEET ABOVE THE HIGHWAY AND PROJECTING 0.1 FOOT.
 LF0726
 LF0726                          STATION RECOVERY (1974)
 LF0726
 LF0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0945 ***********************************************************************
 NM0945  DESIGNATION -  E 261
 NM0945  PID         -  NM0945
 NM0945  STATE/COUNTY-  NE/DIXON
 NM0945  USGS QUAD   -  PONCA (1994)
 NM0945
 NM0945                         *CURRENT SURVEY CONTROL
 NM0945  ___________________________________________________________________
 NM0945* NAD 83(1986)-  42 33 37.     (N)    096 39 28.     (W)     SCALED    
 NM0945* NAVD 88     -       341.181  (meters)    1119.36   (feet)  ADJUSTED  
 NM0945  ___________________________________________________________________
 NM0945  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 NM0945  DYNAMIC HT  -         341.074 (meters)    1119.01  (feet)  COMP
 NM0945  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 NM0945
 NM0945  VERT ORDER  -  SECOND    CLASS 0
 NM0945
 NM0945.The horizontal coordinates were scaled from a topographic map and have
 NM0945.an estimated accuracy of +/- 6 seconds.
 NM0945
 NM0945.The orthometric height was determined by differential leveling
 NM0945.and adjusted by the National Geodetic Survey in June 1991..
 NM0945
 NM0945.The geoid height was determined by GEOID03.
 NM0945
 NM0945.The dynamic height is computed by dividing the NAVD 88
 NM0945.geopotential number by the normal gravity value computed on the
 NM0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0945.degrees latitude (g = 980.6199 gals.).
 NM0945
 NM0945.The modeled gravity was interpolated from observed gravity values.
 NM0945
 NM0945;                    North         East    Units  Estimated Accuracy
 NM0945;SPC NE       -   308,080.      774,350.      MT  (+/- 180 meters Scaled)
 NM0945
 NM0945                          SUPERSEDED SURVEY CONTROL
 NM0945
 NM0945  NGVD 29 (??/??/92)  341.006  (m)         1118.78   (f) ADJ UNCH    2 0
 NM0945
 NM0945.Superseded values are not recommended for survey control.
 NM0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0945.See file dsdata.txt to determine how the superseded data were derived.
 NM0945
 NM0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN922146(NAD 83)
 NM0945_MARKER: DB = BENCH MARK DISK
 NM0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0945_STAMPING: E 261 1948
 NM0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0945+STABILITY: SURFACE MOTION
 NM0945
 NM0945  HISTORY     - Date     Condition        Report By
 NM0945  HISTORY     - 1948     MONUMENTED       CGS
 NM0945
 NM0945                          STATION DESCRIPTION
 NM0945
 NM0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0945'3 MI E FROM PONCA.
 NM0945'0.05 MILE NORTH ALONG STATE HIGHWAY NO. 9 FROM THE NORTHEAST
 NM0945'CORNER OF THE CITY PARK AT PONCA, THENCE 0.05 MILE EAST ALONG A
 NM0945'PAVED STREET, THENCE 2.5 MILES EASTERLY ALONG A DIRT ROAD, THENCE
 NM0945'0.4 MILE NORTH ALONG A DIRT ROAD, AT A T ROAD, 239.0 FEET EAST
 NM0945'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 16.0 FEET SOUTH OF THE
 NM0945'CENTER LINE OF THE ROAD LEADING EAST TO THE MISSOURI RIVER, 12.4
 NM0945'FEET EAST OF A 30-INCH ELM TREE, 1.3 FEET NORTH OF A FENCE,
 NM0945'1.7 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0945'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0869 ***********************************************************************
 NM0869  DESIGNATION -  E 262
 NM0869  PID         -  NM0869
 NM0869  STATE/COUNTY-  NE/DAKOTA
 NM0869  USGS QUAD   -  JACKSON (1993)
 NM0869
 NM0869                         *CURRENT SURVEY CONTROL
 NM0869  ___________________________________________________________________
 NM0869* NAD 83(1986)-  42 29 47.     (N)    096 35 02.     (W)     SCALED    
 NM0869* NAVD 88     -       339.162  (meters)    1112.73   (feet)  ADJUSTED  
 NM0869  ___________________________________________________________________
 NM0869  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 NM0869  DYNAMIC HT  -         339.054 (meters)    1112.38  (feet)  COMP
 NM0869  MODELED GRAV-     980,294.0   (mgal)                       NAVD 88
 NM0869
 NM0869  VERT ORDER  -  SECOND    CLASS 0
 NM0869
 NM0869.The horizontal coordinates were scaled from a topographic map and have
 NM0869.an estimated accuracy of +/- 6 seconds.
 NM0869
 NM0869.The orthometric height was determined by differential leveling
 NM0869.and adjusted by the National Geodetic Survey in June 1991..
 NM0869
 NM0869.The geoid height was determined by GEOID03.
 NM0869
 NM0869.The dynamic height is computed by dividing the NAVD 88
 NM0869.geopotential number by the normal gravity value computed on the
 NM0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0869.degrees latitude (g = 980.6199 gals.).
 NM0869
 NM0869.The modeled gravity was interpolated from observed gravity values.
 NM0869
 NM0869;                    North         East    Units  Estimated Accuracy
 NM0869;SPC NE       -   301,230.      780,690.      MT  (+/- 180 meters Scaled)
 NM0869
 NM0869                          SUPERSEDED SURVEY CONTROL
 NM0869
 NM0869  NGVD 29 (??/??/92)  338.991  (m)         1112.17   (f) ADJ UNCH    2 0
 NM0869
 NM0869.Superseded values are not recommended for survey control.
 NM0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0869.See file dsdata.txt to determine how the superseded data were derived.
 NM0869
 NM0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN985077(NAD 83)
 NM0869_MARKER: DB = BENCH MARK DISK
 NM0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0869_STAMPING: E 262 1948
 NM0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0869+STABILITY: SURFACE MOTION
 NM0869
 NM0869  HISTORY     - Date     Condition        Report By
 NM0869  HISTORY     - 1948     MONUMENTED       CGS
 NM0869  HISTORY     - 1963     MARK NOT FOUND   USGS
 NM0869
 NM0869                          STATION DESCRIPTION
 NM0869
 NM0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0869'4.5 MI N FROM JACKSON.
 NM0869'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE
 NM0869'AT JACKSON, THENCE 3.0 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0
 NM0869'MILE WEST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A DIRT
 NM0869'ROAD, AT A FARMHOUSE, 34.0 FEET NORTH OF THE CENTER LINE OF A
 NM0869'PRIVATE ROAD, 22.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0869'ROAD, 23.0 FEET NORTH OF A NORTH GATE POST, 1.2 FEET WEST OF A
 NM0869'FENCE, 1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 NM0869'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0869
 NM0869                          STATION RECOVERY (1963)
 NM0869
 NM0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1011 ***********************************************************************
 LF1011  DESIGNATION -  E 263
 LF1011  PID         -  LF1011
 LF1011  STATE/COUNTY-  NE/NEMAHA
 LF1011  USGS QUAD   -  HAMBURG (1984)
 LF1011
 LF1011                         *CURRENT SURVEY CONTROL
 LF1011  ___________________________________________________________________
 LF1011* NAD 83(1986)-  40 30 59.     (N)    095 40 42.     (W)     SCALED    
 LF1011* NAVD 88     -       275.306  (meters)     903.23   (feet)  ADJUSTED  
 LF1011  ___________________________________________________________________
 LF1011  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LF1011  DYNAMIC HT  -         275.160 (meters)     902.75  (feet)  COMP
 LF1011  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 LF1011
 LF1011  VERT ORDER  -  SECOND    CLASS 0
 LF1011
 LF1011.The horizontal coordinates were scaled from a topographic map and have
 LF1011.an estimated accuracy of +/- 6 seconds.
 LF1011
 LF1011.The orthometric height was determined by differential leveling
 LF1011.and adjusted by the National Geodetic Survey in June 1991..
 LF1011
 LF1011.The geoid height was determined by GEOID03.
 LF1011
 LF1011.The dynamic height is computed by dividing the NAVD 88
 LF1011.geopotential number by the normal gravity value computed on the
 LF1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1011.degrees latitude (g = 980.6199 gals.).
 LF1011
 LF1011.The modeled gravity was interpolated from observed gravity values.
 LF1011
 LF1011;                    North         East    Units  Estimated Accuracy
 LF1011;SPC NE       -    84,990.      866,030.      MT  (+/- 180 meters Scaled)
 LF1011
 LF1011                          SUPERSEDED SURVEY CONTROL
 LF1011
 LF1011  NGVD 29 (??/??/92)  275.209  (m)          902.91   (f) ADJ UNCH    2 0
 LF1011
 LF1011.Superseded values are not recommended for survey control.
 LF1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1011.See file dsdata.txt to determine how the superseded data were derived.
 LF1011
 LF1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE730885(NAD 83)
 LF1011_MARKER: DB = BENCH MARK DISK
 LF1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1011_STAMPING: E 263 1948
 LF1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1011+STABILITY: SURFACE MOTION
 LF1011
 LF1011  HISTORY     - Date     Condition        Report By
 LF1011  HISTORY     - 1948     MONUMENTED       CGS
 LF1011  HISTORY     - 1966     MARK NOT FOUND   USGS
 LF1011
 LF1011                          STATION DESCRIPTION
 LF1011
 LF1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1011'7.7 MI W FROM WATSON.
 LF1011'2.0 MILES WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF1011'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, THENCE
 LF1011'3.7 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 LF1011'A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, 155.0 FEET
 LF1011'NORTH OF THE CENTER LINE OF A DIKE ROAD, 14.0 FEET EAST OF THE
 LF1011'CENTER LINE OF THE NORTH-SOUTH ROAD, 5.0 FEET NORTH OF A 20-INCH
 LF1011'ELM TREE, 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE, 1.2 NORTH
 LF1011'OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LF1011'WHICH IS FLUSH WITH THE GROUND.  NOTE-- THIS AREA WAS HIT BY
 LF1011'THE 1952 FLOOD AND A NEW LEVEE HAS BEEN BUILT.  THE MARK IS
 LF1011'PROBABLY DESTROYED.
 LF1011
 LF1011                          STATION RECOVERY (1966)
 LF1011
 LF1011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LF1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0610 ***********************************************************************
 LF0610  DESIGNATION -  E 266
 LF0610  PID         -  LF0610
 LF0610  STATE/COUNTY-  NE/RICHARDSON
 LF0610  USGS QUAD   -  VERDON (1966)
 LF0610
 LF0610                         *CURRENT SURVEY CONTROL
 LF0610  ___________________________________________________________________
 LF0610* NAD 83(1986)-  40 13 59.     (N)    095 39 21.     (W)     SCALED    
 LF0610* NAVD 88     -       323.367  (meters)    1060.91   (feet)  ADJUSTED  
 LF0610  ___________________________________________________________________
 LF0610  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LF0610  DYNAMIC HT  -         323.188 (meters)    1060.33  (feet)  COMP
 LF0610  MODELED GRAV-     980,064.5   (mgal)                       NAVD 88
 LF0610
 LF0610  VERT ORDER  -  SECOND    CLASS 0
 LF0610
 LF0610.The horizontal coordinates were scaled from a topographic map and have
 LF0610.an estimated accuracy of +/- 6 seconds.
 LF0610
 LF0610.The orthometric height was determined by differential leveling
 LF0610.and adjusted by the National Geodetic Survey in June 1991..
 LF0610
 LF0610.The geoid height was determined by GEOID03.
 LF0610
 LF0610.The dynamic height is computed by dividing the NAVD 88
 LF0610.geopotential number by the normal gravity value computed on the
 LF0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0610.degrees latitude (g = 980.6199 gals.).
 LF0610
 LF0610.The modeled gravity was interpolated from observed gravity values.
 LF0610
 LF0610;                    North         East    Units  Estimated Accuracy
 LF0610;SPC NE       -    53,670.      869,510.      MT  (+/- 180 meters Scaled)
 LF0610
 LF0610                          SUPERSEDED SURVEY CONTROL
 LF0610
 LF0610  NGVD 29 (??/??/92)  323.291  (m)         1060.66   (f) ADJ UNCH    2 0
 LF0610
 LF0610.Superseded values are not recommended for survey control.
 LF0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0610.See file dsdata.txt to determine how the superseded data were derived.
 LF0610
 LF0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE740570(NAD 83)
 LF0610_MARKER: DB = BENCH MARK DISK
 LF0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0610_SP_SET: CULVERT
 LF0610_STAMPING: E 266 1947
 LF0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0610
 LF0610  HISTORY     - Date     Condition        Report By
 LF0610  HISTORY     - 1947     MONUMENTED       CGS
 LF0610  HISTORY     - 1980     GOOD             LOCSUR
 LF0610
 LF0610                          STATION DESCRIPTION
 LF0610
 LF0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0610'1.8 MI E FROM SHUBERT.
 LF0610'0.4 MILE SOUTH ALONG MAIN STREET AND 1.45 MILE EAST ALONG STATE
 LF0610'HIGHWAY NO. 62 FROM THE SCHOOL AT SHUBERT, 0.15 MILE WEST OF A
 LF0610'NORTH-SOUTH CROSS ROAD, 16.0 FEET SOUTH OF THE CENTER OF THE
 LF0610'HIGHWAY, SET IN TOP OF AND 1.5 FOOT WEST OF THE EAST END OF THE
 LF0610'SOUTH HEAD WALL OF A 4X4-FOOT CONCRETE CULVERT UNDER THE HIGHWAY
 LF0610'AND ABOUT 0.5 FOOT ABOVE THE HIGHWAY.
 LF0610
 LF0610                          STATION RECOVERY (1980)
 LF0610
 LF0610'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0636 ***********************************************************************
 LF0636  DESIGNATION -  E 267
 LF0636  PID         -  LF0636
 LF0636  STATE/COUNTY-  NE/RICHARDSON
 LF0636  USGS QUAD   -  FALLS CITY (1984)
 LF0636
 LF0636                         *CURRENT SURVEY CONTROL
 LF0636  ___________________________________________________________________
 LF0636* NAD 83(1986)-  40 03 27.     (N)    095 31 13.     (W)     SCALED    
 LF0636* NAVD 88     -       267.369  (meters)     877.19   (feet)  ADJUSTED  
 LF0636  ___________________________________________________________________
 LF0636  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LF0636  DYNAMIC HT  -         267.220 (meters)     876.70  (feet)  COMP
 LF0636  MODELED GRAV-     980,060.3   (mgal)                       NAVD 88
 LF0636
 LF0636  VERT ORDER  -  SECOND    CLASS 0
 LF0636
 LF0636.The horizontal coordinates were scaled from a topographic map and have
 LF0636.an estimated accuracy of +/- 6 seconds.
 LF0636
 LF0636.The orthometric height was determined by differential leveling
 LF0636.and adjusted by the National Geodetic Survey in June 1991..
 LF0636
 LF0636.The geoid height was determined by GEOID03.
 LF0636
 LF0636.The dynamic height is computed by dividing the NAVD 88
 LF0636.geopotential number by the normal gravity value computed on the
 LF0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0636.degrees latitude (g = 980.6199 gals.).
 LF0636
 LF0636.The modeled gravity was interpolated from observed gravity values.
 LF0636
 LF0636;                    North         East    Units  Estimated Accuracy
 LF0636;SPC NE       -    34,790.      882,040.      MT  (+/- 180 meters Scaled)
 LF0636
 LF0636                          SUPERSEDED SURVEY CONTROL
 LF0636
 LF0636  NGVD 29 (??/??/92)  267.301  (m)          876.97   (f) ADJ UNCH    2 0
 LF0636
 LF0636.Superseded values are not recommended for survey control.
 LF0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0636.See file dsdata.txt to determine how the superseded data were derived.
 LF0636
 LF0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE850371(NAD 83)
 LF0636_MARKER: DB = BENCH MARK DISK
 LF0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0636_STAMPING: E 267 1947
 LF0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0636+STABILITY: SURFACE MOTION
 LF0636
 LF0636  HISTORY     - Date     Condition        Report By
 LF0636  HISTORY     - 1947     MONUMENTED       CGS
 LF0636  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0636
 LF0636                          STATION DESCRIPTION
 LF0636
 LF0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0636'1.4 MI N FROM PRESTON.
 LF0636'1.45 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0636'AND QUINCY RAILROAD STATION AT PRESTON, IN THE SOUTHWEST ANGLE
 LF0636'OF THE CROSSING OF U.S. HIGHWAY NO. 159 AND A NORTH-SOUTH GRAVEL
 LF0636'ROAD, 60.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 46.0 FEET
 LF0636'WEST OF THE CENTER OF THE GRAVEL ROAD, 7.3 FEET SOUTHEAST OF THE
 LF0636'SOUTHEAST SIDE OF A 4-FOOT DOUBLE TRUNK MAPLE TREE, 6.0 FEET
 LF0636'NORTH OF THE NORTH SIDE OF A 2 1/2-FOOT ELM TREE, 5.5 FEET WEST
 LF0636'OF A 15-INCH ELM TREE, 1.5 FOOT WEST OF A REFERENCE POST,
 LF0636'SET IN A CONCRETE POST ABOUT 3 FEET BELOW THE HIGHWAY AND THE
 LF0636'ROAD AND PROJECTING 0.1 FOOT.
 LF0636
 LF0636                          STATION RECOVERY (1964)
 LF0636
 LF0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0478 ***********************************************************************
 LF0478  DESIGNATION -  E 268
 LF0478  PID         -  LF0478
 LF0478  STATE/COUNTY-  NE/RICHARDSON
 LF0478  USGS QUAD   -  RULO (1965)
 LF0478
 LF0478                         *CURRENT SURVEY CONTROL
 LF0478  ___________________________________________________________________
 LF0478* NAD 83(1986)-  40 03 57.     (N)    095 26 41.     (W)     SCALED    
 LF0478* NAVD 88     -       301.818  (meters)     990.21   (feet)  ADJUSTED  
 LF0478  ___________________________________________________________________
 LF0478  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LF0478  DYNAMIC HT  -         301.652 (meters)     989.67  (feet)  COMP
 LF0478  MODELED GRAV-     980,067.4   (mgal)                       NAVD 88
 LF0478
 LF0478  VERT ORDER  -  SECOND    CLASS 0
 LF0478
 LF0478.The horizontal coordinates were scaled from a topographic map and have
 LF0478.an estimated accuracy of +/- 6 seconds.
 LF0478
 LF0478.The orthometric height was determined by differential leveling
 LF0478.and adjusted by the National Geodetic Survey in June 1991..
 LF0478
 LF0478.The geoid height was determined by GEOID03.
 LF0478
 LF0478.The dynamic height is computed by dividing the NAVD 88
 LF0478.geopotential number by the normal gravity value computed on the
 LF0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0478.degrees latitude (g = 980.6199 gals.).
 LF0478
 LF0478.The modeled gravity was interpolated from observed gravity values.
 LF0478
 LF0478;                    North         East    Units  Estimated Accuracy
 LF0478;SPC NE       -    36,050.      888,430.      MT  (+/- 180 meters Scaled)
 LF0478
 LF0478                          SUPERSEDED SURVEY CONTROL
 LF0478
 LF0478  NGVD 29 (??/??/92)  301.753  (m)          990.00   (f) ADJ UNCH    2 0
 LF0478
 LF0478.Superseded values are not recommended for survey control.
 LF0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0478.See file dsdata.txt to determine how the superseded data were derived.
 LF0478
 LF0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE915379(NAD 83)
 LF0478_MARKER: DB = BENCH MARK DISK
 LF0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0478_STAMPING: E 268 1947
 LF0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0478+STABILITY: SURFACE MOTION
 LF0478
 LF0478  HISTORY     - Date     Condition        Report By
 LF0478  HISTORY     - 1947     MONUMENTED       CGS
 LF0478
 LF0478                          STATION DESCRIPTION
 LF0478
 LF0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0478'2.2 MI NW FROM RULO.
 LF0478'1.1 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUNICY RAILROAD
 LF0478'FROM THE STATION AT RULO, THENCE 1.1 MILE NORTH ALONG A GRAVEL
 LF0478'AND DIRT ROAD, 0.55 MILE NORTH OF THE CROSSING OF U.S. HIGHWAY
 LF0478'NO. 159, IN THE FRONT YARD OF A FARM HOUSE, 47.0 FEET EAST OF
 LF0478'THE CENTER OF THE MAIN ROAD, 35.0 FEET NORTH OF THE CENTER OF A
 LF0478'PRIVATE DRIVE-WAY LEADING EAST TO A FARM HOUSE, 26.0 FEET
 LF0478'SOUTHWEST OF THE SOUTHWEST SIDE OF A 3-FOOT SYCAMORE TREE,
 LF0478'8.0 FEET SOUTH OF THE CENTER OF THE STEEL GATE ENTRANCE IN THE
 LF0478'WEST YARD FENCE, 2.0 FEET NORTH OF A REFERENCE POST, 0.4 FOOT
 LF0478'WEST OF THE WEST FENCE OF THE YARD, SET IN A CONCRETE POST ABOUT
 LF0478'3 FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0666 ***********************************************************************
 LF0666  DESIGNATION -  E 269
 LF0666  PID         -  LF0666
 LF0666  STATE/COUNTY-  NE/NEMAHA
 LF0666  USGS QUAD   -  PERU (1966)
 LF0666
 LF0666                         *CURRENT SURVEY CONTROL
 LF0666  ___________________________________________________________________
 LF0666* NAD 83(1986)-  40 28 29.     (N)    095 44 04.     (W)     SCALED    
 LF0666* NAVD 88     -       335.375  (meters)    1100.31   (feet)  ADJUSTED  
 LF0666  ___________________________________________________________________
 LF0666  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LF0666  DYNAMIC HT  -         335.198 (meters)    1099.73  (feet)  COMP
 LF0666  MODELED GRAV-     980,086.4   (mgal)                       NAVD 88
 LF0666
 LF0666  VERT ORDER  -  SECOND    CLASS 0
 LF0666
 LF0666.The horizontal coordinates were scaled from a topographic map and have
 LF0666.an estimated accuracy of +/- 6 seconds.
 LF0666
 LF0666.The orthometric height was determined by differential leveling
 LF0666.and adjusted by the National Geodetic Survey in June 1991..
 LF0666
 LF0666.The geoid height was determined by GEOID03.
 LF0666
 LF0666.The dynamic height is computed by dividing the NAVD 88
 LF0666.geopotential number by the normal gravity value computed on the
 LF0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0666.degrees latitude (g = 980.6199 gals.).
 LF0666
 LF0666.The modeled gravity was interpolated from observed gravity values.
 LF0666
 LF0666;                    North         East    Units  Estimated Accuracy
 LF0666;SPC NE       -    80,130.      861,510.      MT  (+/- 180 meters Scaled)
 LF0666
 LF0666                          SUPERSEDED SURVEY CONTROL
 LF0666
 LF0666  NGVD 29 (??/??/92)  335.287  (m)         1100.02   (f) ADJ UNCH    2 0
 LF0666
 LF0666.Superseded values are not recommended for survey control.
 LF0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0666.See file dsdata.txt to determine how the superseded data were derived.
 LF0666
 LF0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE681840(NAD 83)
 LF0666_MARKER: DB = BENCH MARK DISK
 LF0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0666_SP_SET: FOUNDATION
 LF0666_STAMPING: E 269 1947
 LF0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0666
 LF0666  HISTORY     - Date     Condition        Report By
 LF0666  HISTORY     - 1947     MONUMENTED       CGS
 LF0666
 LF0666                          STATION DESCRIPTION
 LF0666
 LF0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0666'AT PERU.
 LF0666'AT PERU, AT THE CITY WATER TOWER, 126.8 FEET NORTHWEST OF THE
 LF0666'NORTHWEST CORNER OF THE T.J. MAJORS TRAINING SCHOOL, SET IN
 LF0666'THE TOP OF AND 0.7 FOOT NORTH OF THE SOUTH CORNER OF THE CONCRETE
 LF0666'FOUNDATION FOR THE SOUTHWEST LEG FOR THE WATER TOWER, ABOUT
 LF0666'1 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0136 ***********************************************************************
 LJ0136  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0136  DESIGNATION -  E 27
 LJ0136  PID         -  LJ0136
 LJ0136  STATE/COUNTY-  NE/FRONTIER
 LJ0136  USGS QUAD   -  CURTIS SW (1983)
 LJ0136
 LJ0136                         *CURRENT SURVEY CONTROL
 LJ0136  ___________________________________________________________________
 LJ0136* NAD 83(1995)-  40 31 54.53443(N)    100 38 59.25746(W)     ADJUSTED  
 LJ0136* NAVD 88     -       903.147  (meters)    2963.07   (feet)  ADJUSTED  
 LJ0136  ___________________________________________________________________
 LJ0136  X           -    -897,269.351 (meters)                     COMP
 LJ0136  Y           -  -4,771,578.302 (meters)                     COMP
 LJ0136  Z           -   4,123,617.553 (meters)                     COMP
 LJ0136  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LJ0136  ELLIP HEIGHT-         879.97  (meters)          (07/10/01) GPS OBS
 LJ0136  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 LJ0136  DYNAMIC HT  -         902.573 (meters)    2961.19  (feet)  COMP
 LJ0136  MODELED GRAV-     979,959.1   (mgal)                       NAVD 88
 LJ0136
 LJ0136  HORZ ORDER  -  B
 LJ0136  VERT ORDER  -  SECOND    CLASS 0
 LJ0136  ELLP ORDER  -  FOURTH    CLASS I
 LJ0136
 LJ0136.The horizontal coordinates were established by GPS observations
 LJ0136.and adjusted by the National Geodetic Survey in June 1996..
 LJ0136
 LJ0136.The orthometric height was determined by differential leveling
 LJ0136.and adjusted by the National Geodetic Survey in June 1991..
 LJ0136
 LJ0136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0136
 LJ0136.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0136
 LJ0136.The ellipsoidal height was determined by GPS observations
 LJ0136.and is referenced to NAD 83.
 LJ0136
 LJ0136.The geoid height was determined by GEOID03.
 LJ0136
 LJ0136.The dynamic height is computed by dividing the NAVD 88
 LJ0136.geopotential number by the normal gravity value computed on the
 LJ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0136.degrees latitude (g = 980.6199 gals.).
 LJ0136
 LJ0136.The modeled gravity was interpolated from observed gravity values.
 LJ0136
 LJ0136;                    North         East     Units Scale Factor Converg.
 LJ0136;SPC NE       -    77,759.425   444,955.898   MT  0.99980181   -0 25 50.2
 LJ0136;UTM  14      - 4,488,093.768   360,269.635   MT  0.99984033   -1 04 20.4
 LJ0136
 LJ0136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0136!SPC NE       -   0.99986198  x   0.99980181  =   0.99966382
 LJ0136!UTM  14      -   0.99986198  x   0.99984033  =   0.99970233
 LJ0136
 LJ0136:                Primary Azimuth Mark                     Grid Az
 LJ0136:SPC NE       -  E 27 AZ MK                               046 45 25.6
 LJ0136:UTM  14      -  E 27 AZ MK                               047 23 55.8
 LJ0136
 LJ0136|---------------------------------------------------------------------|
 LJ0136| PID    Reference Object                     Distance      Geod. Az  |
 LJ0136|                                                           dddmmss.s |
 LJ0136| CN7878 E 27 AZ MK                                         0461935.4 |
 LJ0136| LJ0474 FISCHER                             APPROX. 7.3 KM 0615441.2 |
 LJ0136| CN7879 E 27 RM 1                             8.305 METERS 17625     |
 LJ0136| CN7880 E 27 RM 2                             6.763 METERS 27150     |
 LJ0136|---------------------------------------------------------------------|
 LJ0136
 LJ0136                          SUPERSEDED SURVEY CONTROL
 LJ0136
 LJ0136  ELLIP H (06/25/96)  880.03   (m)                       GP(       ) 1 1
 LJ0136  NAD 83(1986)-  40 31 54.54085(N)    100 38 59.26259(W) AD(       ) 3
 LJ0136  NAD 27      -  40 31 54.50811(N)    100 38 57.70893(W) AD(       ) 3
 LJ0136  NAVD 88 (06/25/96)  903.15   (m)         2963.1    (f) LEVELING    3  
 LJ0136  NGVD 29 (??/??/92)  902.808  (m)         2961.96   (f) ADJ UNCH    2 0
 LJ0136
 LJ0136.Superseded values are not recommended for survey control.
 LJ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0136.See file dsdata.txt to determine how the superseded data were derived.
 LJ0136
 LJ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6027088094(NAD 83)
 LJ0136_MARKER: DB = BENCH MARK DISK
 LJ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0136_SP_SET: CONCRETE POST
 LJ0136_STAMPING: E 27 1934
 LJ0136_MARK LOGO: CGS   
 LJ0136_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0136+STABILITY: SURFACE MOTION
 LJ0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0136+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1995
 LJ0136
 LJ0136  HISTORY     - Date     Condition        Report By
 LJ0136  HISTORY     - 1934     MONUMENTED       CGS
 LJ0136  HISTORY     - 1951     GOOD             NGS
 LJ0136  HISTORY     - 1968     GOOD             CGS
 LJ0136  HISTORY     - 19890518 GOOD             NGS
 LJ0136  HISTORY     - 19950427 GOOD             NGS
 LJ0136
 LJ0136                          STATION DESCRIPTION
 LJ0136
 LJ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLE)
 LJ0136'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTHWEST OF CURTIS AND
 LJ0136'9.0 MILES SOUTH OF MAYWOOD IN THE SOUTHWEST ANGLE OF A T ROAD.
 LJ0136'IT IS 200.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LJ0136'SCHOOLHOUSE, 60.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 83,
 LJ0136'25.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 5.0 FEET
 LJ0136'WEST-NORTHWEST OF A FENCE CORNER AND 2.5 FEET NORTH OF A
 LJ0136'FENCE.  IT IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK
 LJ0136'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING
 LJ0136'6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 LJ0136'E 27 1934.
 LJ0136'
 LJ0136'REFERENCE MARK NO. 1 IS 52.0 FEET WEST OF THE CENTER OF U.S.
 LJ0136'HIGHWAY NO. 83, 24.5 FEET SOUTH OF A FENCE CORNER AND 12.0 FEET
 LJ0136'NORTH OF A POWERLINE TRANSFORMER POLE.  IT PROJECTS 4 INCHES
 LJ0136'AND IS STAMPED BENCH MARK E 27 NO 1 1951.
 LJ0136'
 LJ0136'REFERENCE MARK NO. 2 IS 26.5 FEET WEST OF A FENCE CORNER, 25.0
 LJ0136'FEET SOUTH OF THE CENTER OF A GRADED ROAD AND 1.0 FOOT NORTH
 LJ0136'OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED BENCH MARK
 LJ0136'E 27 NO 2 1951.
 LJ0136'
 LJ0136'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0136'NO. 2 IS 36.75 FEET.
 LJ0136'
 LJ0136'THE AZIMUTH MARK IS LOCATED ON TOP OF A CUT BANK, 32.0 FEET
 LJ0136'EAST OF THE CENTER OF U.S. HIGHWAY NO. 83 AND 1.0 FOOT WEST OF A
 LJ0136'TELEPHONE BRACE POLE.  IT PROJECTS 4 INCHES AND IS STAMPED
 LJ0136'BENCH MARK E 27 1951.
 LJ0136'
 LJ0136'TO REACH THE STATION FROM THE POST OFFICE IN MAYWOOD, GO SOUTH ON
 LJ0136'THE MAIN STREET FOR ONE BLOCK TO U.S. HIGHWAY NO. 83, TURN RIGHT
 LJ0136'AND GO WEST AND SOUTH ON U.S. HIGHWAY NO. 83 FOR 9.05 MILES TO THE
 LJ0136'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON U.S.
 LJ0136'HIGHWAY NO. 83 FOR 0.35 MILE TO A SCHOOLHOUSE IN THE NORTHWEST
 LJ0136'ANGLE OF A T ROAD ON THE RIGHT AND THE STATION IN THE SOUTHWEST
 LJ0136'ANGLE AS DESCRIBED.
 LJ0136
 LJ0136                          STATION RECOVERY (1951)
 LJ0136
 LJ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LJ0136'9 MI S FROM MAYWOOD.
 LJ0136'9.0 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MAYWOOD, FRONTIER
 LJ0136'COUNTY, 24 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST
 LJ0136'ROAD, 60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST
 LJ0136'OF THE RIGHT-OF-WAY FENCE, AND 4 FEET SOUTH OF A SIDE FENCE.
 LJ0136'A STANDARD DISK, STAMPED E 27 1934 AND SET IN THE TOP OF A
 LJ0136'CONCRETE POST.  NOTE-- 1968 REPORT NOW 248 FEET WEST OF NEW U.S.
 LJ0136'HWY. 83 AND 0.5 FEET NORTH OF A METAL WITNESS POST.
 LJ0136
 LJ0136                          STATION RECOVERY (1968)
 LJ0136
 LJ0136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0136'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 LJ0136'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 LJ0136'MARK WAS SEARCHED FOR BUT NOT FOUND AND WAS ASSUMED DESTROYED
 LJ0136'DURING CONSTRUCTION ON U.S. HIGHWAY 83.  NO INTERSECTIONS
 LJ0136'STATIONS ARE VISIBLE AT STATION SITE, SO A NEW AZIMUTH MARK
 LJ0136'WAS NOT SET.  IT IS POSSIBLE TRIANGULATION STATION FISCHER MIGHT
 LJ0136'BE VISIBLE FROM THE STATION.
 LJ0136'
 LJ0136'THE DESCRIPTION WAS FOUND ADEQUATE EXCEPT U.S. HIGHWAY 83 HAS
 LJ0136'BEEN CHANGED.
 LJ0136'
 LJ0136'STATION MARK IS NOW 248 FEET WEST OF NEW U.S. HIGHWAY 83 AND 0.5
 LJ0136'FEET NORTH OF A METAL WITNESS POST.
 LJ0136'
 LJ0136'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 LJ0136'STATE HIGHWAY 23 WHICH IS ABOUT 1 MILE WEST OF MAYWOOD, GO SOUTH
 LJ0136'ON U.S. HIGHWAY 83 FOR 8.9 MILES TO A SIDE ROAD, SCHOOL HOUSE,
 LJ0136'AND THE STATION ON THE RIGHT.
 LJ0136'
 LJ0136'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 LJ0136'SOUTH OF MAYWOOD.
 LJ0136
 LJ0136                          STATION RECOVERY (1989)
 LJ0136
 LJ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0136'THE STATION IS LOCATED ABOUT 37 KM (23.00 MI) NORTH OF MCCOOK, 14.5 KM
 LJ0136'(9.00 MI) SOUTH OF MAYWOOD ALONG A GRAVEL ROAD.  ONWERSHIP--FRONTIER
 LJ0136'COUNTY.
 LJ0136'TO REACH THE STATION FROM THE US POST OFFICE IN MAYWOOD, GO NORTH ON
 LJ0136'COMMERCIAL STREET FOR 0.05 KM (0.05 MI) TO THE JUNCTION OF STATE
 LJ0136'HIGHWAY 23.  TURN LEFT AND GO WEST ON STATE ROUTE 23 FOR 1.6 KM
 LJ0136'(1.00 MI) TO THE JUNCTION OF US HIGHWAY 83.  TURN LEFT AND GO SOUTH ON
 LJ0136'US HIGHWAY 83 FOR 3.0 KM (1.85 MI) TO A SMALL BRIDGE OVER BUSHY CREEK.
 LJ0136'CONTINUE AHEAD ON HIGHWAY 83 FOR 11.1 KM (6.90 MI) TO A GRAVEL ROAD
 LJ0136'ON THE RIGHT.  CONTINUE AHEAD FOR 0.21 KM (0.15 MI) TO A GRAVEL ROAD
 LJ0136'ON THE RIGHT AT HIGH GROUND.  TURN RIGHT AND GO WEST ON THE GRAVEL
 LJ0136'ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT NEAR A FENCE
 LJ0136'CORNER.
 LJ0136'THE STATION MARK IS SET 75.6 M (248.0 FT) WEST OF THE HIGHWAY
 LJ0136'CENTERLINE, 6.8 M (22.3 FT) SOUTH OF THE APPROXIMATE CENTER OF THE
 LJ0136'GRAVEL ROAD, 1.3 M (4.3 FT) NORTHWEST OF A CORNER FENCE POST, 1.0 M
 LJ0136'(3.3 FT) NORTH OF A FENCELINE, 0.2 M (0.7 FT) NORTH OF A METAL WITNESS
 LJ0136'POST AND FLUSH WITH THE GROUND.
 LJ0136'DESCRIBED BY R.D.BALL.
 LJ0136
 LJ0136                          STATION RECOVERY (1995)
 LJ0136
 LJ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0136'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 83 WITH STATE
 LJ0136'HIGHWAY 23 ABOUT 1.0 MI (1.6 KM) WEST FROM MAYWOOD, GO SOUTH ON
 LJ0136'HIGHWAY 83 FOR 8.75 MI (14.08 KM) TO A GRAVELED ROAD ON THE RIGHT.
 LJ0136'CONTINUE SOUTH ON THE HIGHWAY FOR 0.15 MI (0.24 KM) TO ANOTHER
 LJ0136'GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.05 MI (0.08
 LJ0136'KM) TO THE MARK ON THE LEFT, ON THE SOUTH RIGHT-OF-WAY OF THE COUNTY
 LJ0136'ROAD, AT THE NORTH END OF A FENCE AND IN THE SE1/4 SEC31, T7N, R29W.
 LJ0136'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 LJ0136'FLUSH WITH THE GROUND.  IT IS 248.0 FT (75.6 M) WEST FROM THE
 LJ0136'CENTERLINE OF U.S. HIGHWAY 83, 22.5 FT (6.9 M) SOUTH FROM THE
 LJ0136'CENTERLINE OF THE COUNTY ROAD, 4.3 FT (1.3 M) NORTHWEST OF THE NORTH
 LJ0136'END OF A FENCE AND 0.7 FT (21.3 CM) NORTH FROM A WITNESS POST.  A
 LJ0136'LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0275 ***********************************************************************
 LH0275  DESIGNATION -  E 270
 LH0275  PID         -  LH0275
 LH0275  STATE/COUNTY-  NE/ADAMS
 LH0275  USGS QUAD   -  AYR (1969)
 LH0275
 LH0275                         *CURRENT SURVEY CONTROL
 LH0275  ___________________________________________________________________
 LH0275* NAD 83(1986)-  40 22 47.     (N)    098 27 10.     (W)     SCALED    
 LH0275* NAVD 88     -       587.555  (meters)    1927.67   (feet)  ADJUSTED  
 LH0275  ___________________________________________________________________
 LH0275  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 LH0275  DYNAMIC HT  -         587.215 (meters)    1926.55  (feet)  COMP
 LH0275  MODELED GRAV-     980,027.7   (mgal)                       NAVD 88
 LH0275
 LH0275  VERT ORDER  -  FIRST     CLASS II
 LH0275
 LH0275.The horizontal coordinates were scaled from a topographic map and have
 LH0275.an estimated accuracy of +/- 6 seconds.
 LH0275
 LH0275.The orthometric height was determined by differential leveling
 LH0275.and adjusted by the National Geodetic Survey in June 1991..
 LH0275
 LH0275.The geoid height was determined by GEOID03.
 LH0275
 LH0275.The dynamic height is computed by dividing the NAVD 88
 LH0275.geopotential number by the normal gravity value computed on the
 LH0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0275.degrees latitude (g = 980.6199 gals.).
 LH0275
 LH0275.The modeled gravity was interpolated from observed gravity values.
 LH0275
 LH0275;                    North         East    Units  Estimated Accuracy
 LH0275;SPC NE       -    61,840.      631,360.      MT  (+/- 180 meters Scaled)
 LH0275
 LH0275                          SUPERSEDED SURVEY CONTROL
 LH0275
 LH0275  NGVD 29 (??/??/92)  587.331  (m)         1926.94   (f) ADJ UNCH    1 2
 LH0275
 LH0275.Superseded values are not recommended for survey control.
 LH0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0275.See file dsdata.txt to determine how the superseded data were derived.
 LH0275
 LH0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK464700(NAD 83)
 LH0275_MARKER: DB = BENCH MARK DISK
 LH0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0275_STAMPING: E 270 1947
 LH0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0275+STABILITY: SURFACE MOTION
 LH0275
 LH0275  HISTORY     - Date     Condition        Report By
 LH0275  HISTORY     - 1947     MONUMENTED       CGS
 LH0275  HISTORY     - 1981     GOOD             NGS
 LH0275
 LH0275                          STATION DESCRIPTION
 LH0275
 LH0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0275'3.2 MI N FROM BLUE HILL.
 LH0275'3.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0275'FROM THE STATION AT BLUE HILL, AT A ROAD CROSSING, 128.0 FEET
 LH0275'NORTH OF THE CENTER LINE OF THE ROAD, 96.0 FEET NORTH OF A FENCE
 LH0275'CORNER, 72.5 FEET WEST OF THE FIFTH POLE NORTH OF MILEPOST
 LH0275'16, 40.2 FEET WEST OF THE WEST RAIL, 3.0 FEET SOUTH OF A REFERENCE
 LH0275'POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 LH0275'POST AND PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 LH0275
 LH0275                          STATION RECOVERY (1981)
 LH0275
 LH0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1408 ***********************************************************************
 NM1408  DESIGNATION -  E 271
 NM1408  PID         -  NM1408
 NM1408  STATE/COUNTY-  NE/KNOX
 NM1408  USGS QUAD   -  BON HOMME COLONY (1974)
 NM1408
 NM1408                         *CURRENT SURVEY CONTROL
 NM1408  ___________________________________________________________________
 NM1408* NAD 83(1986)-  42 45 11.     (N)    097 40 55.     (W)     SCALED    
 NM1408* NAVD 88     -       542.639  (meters)    1780.31   (feet)  ADJUSTED  
 NM1408  ___________________________________________________________________
 NM1408  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 NM1408  DYNAMIC HT  -         542.453 (meters)    1779.70  (feet)  COMP
 NM1408  MODELED GRAV-     980,260.0   (mgal)                       NAVD 88
 NM1408
 NM1408  VERT ORDER  -  SECOND    CLASS 0
 NM1408
 NM1408.The horizontal coordinates were scaled from a topographic map and have
 NM1408.an estimated accuracy of +/- 6 seconds.
 NM1408
 NM1408.The orthometric height was determined by differential leveling
 NM1408.and adjusted by the National Geodetic Survey in June 1991..
 NM1408
 NM1408.The geoid height was determined by GEOID03.
 NM1408
 NM1408.The dynamic height is computed by dividing the NAVD 88
 NM1408.geopotential number by the normal gravity value computed on the
 NM1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1408.degrees latitude (g = 980.6199 gals.).
 NM1408
 NM1408.The modeled gravity was interpolated from observed gravity values.
 NM1408
 NM1408;                    North         East    Units  Estimated Accuracy
 NM1408;SPC NE       -   326,730.      689,730.      MT  (+/- 180 meters Scaled)
 NM1408
 NM1408                          SUPERSEDED SURVEY CONTROL
 NM1408
 NM1408  NGVD 29 (??/??/92)  542.409  (m)         1779.55   (f) ADJ UNCH    2 0
 NM1408
 NM1408.Superseded values are not recommended for survey control.
 NM1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1408.See file dsdata.txt to determine how the superseded data were derived.
 NM1408
 NM1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN078342(NAD 83)
 NM1408_MARKER: DB = BENCH MARK DISK
 NM1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1408_STAMPING: E 271 1949
 NM1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1408+STABILITY: SURFACE MOTION
 NM1408
 NM1408  HISTORY     - Date     Condition        Report By
 NM1408  HISTORY     - 1949     MONUMENTED       CGS
 NM1408
 NM1408                          STATION DESCRIPTION
 NM1408
 NM1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1408'3.9 MI NW FROM CROFTON.
 NM1408'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH STATE
 NM1408'HIGHWAY 12 AT CROFTON, THENCE 7.0 MILES WEST ALONG STATE HIGHWAY
 NM1408'12, THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, THENCE 1.1 MILES
 NM1408'WEST ALONG A WINDING DIRT ROAD, AT THE JUNCTION OF A NORTH-SOUTH
 NM1408'ROAD AND A T ROAD LEADING EAST, 42 FEET SOUTH OF THE CENTER LINE
 NM1408'OF THE ROAD LEADING EAST, 55.3 FEET EAST OF AND LEVEL WITH THE
 NM1408'CENTER LINE OF THE NORTH-SOUTH ROAD, 27 FEET EAST OF A POWER LINE
 NM1408'POLE, 8 FEET NORTHEAST OF A GATE POST, 1.2 FEET NORTH OF A FENCE
 NM1408'LINE, 1.4 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM1408'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1374 ***********************************************************************
 NM1374  DESIGNATION -  E 272
 NM1374  PID         -  NM1374
 NM1374  STATE/COUNTY-  NE/KNOX
 NM1374  USGS QUAD   -  SPRINGFIELD (1978)
 NM1374
 NM1374                         *CURRENT SURVEY CONTROL
 NM1374  ___________________________________________________________________
 NM1374* NAD 83(1986)-  42 45 22.     (N)    097 56 48.     (W)     SCALED    
 NM1374* NAVD 88     -       376.454  (meters)    1235.08   (feet)  ADJUSTED  
 NM1374  ___________________________________________________________________
 NM1374  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 NM1374  DYNAMIC HT  -         376.330 (meters)    1234.68  (feet)  COMP
 NM1374  MODELED GRAV-     980,280.5   (mgal)                       NAVD 88
 NM1374
 NM1374  VERT ORDER  -  SECOND    CLASS 0
 NM1374
 NM1374.The horizontal coordinates were scaled from a topographic map and have
 NM1374.an estimated accuracy of +/- 6 seconds.
 NM1374
 NM1374.The orthometric height was determined by differential leveling
 NM1374.and adjusted by the National Geodetic Survey in June 1991..
 NM1374
 NM1374.The geoid height was determined by GEOID03.
 NM1374
 NM1374.The dynamic height is computed by dividing the NAVD 88
 NM1374.geopotential number by the normal gravity value computed on the
 NM1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1374.degrees latitude (g = 980.6199 gals.).
 NM1374
 NM1374.The modeled gravity was interpolated from observed gravity values.
 NM1374
 NM1374;                    North         East    Units  Estimated Accuracy
 NM1374;SPC NE       -   326,530.      668,060.      MT  (+/- 180 meters Scaled)
 NM1374
 NM1374                          SUPERSEDED SURVEY CONTROL
 NM1374
 NM1374  NGVD 29 (??/??/92)  376.239  (m)         1234.38   (f) ADJ UNCH    2 0
 NM1374
 NM1374.Superseded values are not recommended for survey control.
 NM1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1374.See file dsdata.txt to determine how the superseded data were derived.
 NM1374
 NM1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN861342(NAD 83)
 NM1374_MARKER: DB = BENCH MARK DISK
 NM1374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1374_SP_SET: BRIDGE
 NM1374_STAMPING: E 272 1949
 NM1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1374
 NM1374  HISTORY     - Date     Condition        Report By
 NM1374  HISTORY     - 1949     MONUMENTED       CGS
 NM1374
 NM1374                          STATION DESCRIPTION
 NM1374
 NM1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1374'4.6 MI E FROM NIOBRARA.
 NM1374'4.65 MILES EAST ALONG STATE HIGHWAY 12 FROM THE CHICAGO AND
 NM1374'NORTH WESTERN RAILWAY STATION AT NIOBRARA, IN THE SOUTHWEST
 NM1374'WINGWALL OF A 19 CHANNEL CONCRETE BRIDGE OVER BAZILLE CREEK,
 NM1374'16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT
 NM1374'SOUTHWEST OF THE SOUTHWEST ABUTMENT OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0088 ***********************************************************************
 NN0088  DESIGNATION -  E 273
 NN0088  PID         -  NN0088
 NN0088  STATE/COUNTY-  NE/BOYD
 NN0088  USGS QUAD   -  MARTY (1974)
 NN0088
 NN0088                         *CURRENT SURVEY CONTROL
 NN0088  ___________________________________________________________________
 NN0088* NAD 83(1986)-  42 55 49.     (N)    098 28 41.     (W)     SCALED    
 NN0088* NAVD 88     -       465.892  (meters)    1528.51   (feet)  ADJUSTED  
 NN0088  ___________________________________________________________________
 NN0088  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 NN0088  DYNAMIC HT  -         465.733 (meters)    1527.99  (feet)  COMP
 NN0088  MODELED GRAV-     980,265.9   (mgal)                       NAVD 88
 NN0088
 NN0088  VERT ORDER  -  SECOND    CLASS 0
 NN0088
 NN0088.The horizontal coordinates were scaled from a topographic map and have
 NN0088.an estimated accuracy of +/- 6 seconds.
 NN0088
 NN0088.The orthometric height was determined by differential leveling
 NN0088.and adjusted by the National Geodetic Survey in June 1991..
 NN0088
 NN0088.The geoid height was determined by GEOID03.
 NN0088
 NN0088.The dynamic height is computed by dividing the NAVD 88
 NN0088.geopotential number by the normal gravity value computed on the
 NN0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0088.degrees latitude (g = 980.6199 gals.).
 NN0088
 NN0088.The modeled gravity was interpolated from observed gravity values.
 NN0088
 NN0088;                    North         East    Units  Estimated Accuracy
 NN0088;SPC NE       -   344,970.      624,230.      MT  (+/- 180 meters Scaled)
 NN0088
 NN0088                          SUPERSEDED SURVEY CONTROL
 NN0088
 NN0088  NGVD 29 (??/??/92)  465.619  (m)         1527.62   (f) ADJ UNCH    2 0
 NN0088
 NN0088.Superseded values are not recommended for survey control.
 NN0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0088.See file dsdata.txt to determine how the superseded data were derived.
 NN0088
 NN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN425532(NAD 83)
 NN0088_MARKER: DB = BENCH MARK DISK
 NN0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0088_STAMPING: E 273 1949
 NN0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0088+STABILITY: SURFACE MOTION
 NN0088
 NN0088  HISTORY     - Date     Condition        Report By
 NN0088  HISTORY     - 1949     MONUMENTED       CGS
 NN0088
 NN0088                          STATION DESCRIPTION
 NN0088
 NN0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0088'7.5 MI N FROM LYNCH.
 NN0088'7.5 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT LYNCH,
 NN0088'AT A T-JUNCTION OF DIRT ROADS, 210.0 FEET WEST OF THE CENTER LINE
 NN0088'OF THE NORTH-SOUTH ROAD, 134.0 FEET NORTHEAST OF THE NORTHEAST
 NN0088'CORNER OF AN ABANDONED FARMHOUSE, 75.0 FEET EAST OF THE SOUTHEAST
 NN0088'CORNER OF A BARN, 83.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 NN0088'ROAD, 1.3 FEET EAST OF A CORNER FENCE POST, 1.2 FEET SOUTH OF A
 NN0088'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0088'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0693 ***********************************************************************
 NM0693  DESIGNATION -  E 274
 NM0693  PID         -  NM0693
 NM0693  STATE/COUNTY-  NE/DIXON
 NM0693  USGS QUAD   -  CONCORD (1967)
 NM0693
 NM0693                         *CURRENT SURVEY CONTROL
 NM0693  ___________________________________________________________________
 NM0693* NAD 83(1986)-  42 25 29.     (N)    096 59 53.     (W)     SCALED    
 NM0693* NAVD 88     -       444.048  (meters)    1456.85   (feet)  ADJUSTED  
 NM0693  ___________________________________________________________________
 NM0693  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 NM0693  DYNAMIC HT  -         443.903 (meters)    1456.37  (feet)  COMP
 NM0693  MODELED GRAV-     980,279.9   (mgal)                       NAVD 88
 NM0693
 NM0693  VERT ORDER  -  SECOND    CLASS 0
 NM0693
 NM0693.The horizontal coordinates were scaled from a topographic map and have
 NM0693.an estimated accuracy of +/- 6 seconds.
 NM0693
 NM0693.The orthometric height was determined by differential leveling
 NM0693.and adjusted by the National Geodetic Survey in June 1991..
 NM0693
 NM0693.The geoid height was determined by GEOID03.
 NM0693
 NM0693.The dynamic height is computed by dividing the NAVD 88
 NM0693.geopotential number by the normal gravity value computed on the
 NM0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0693.degrees latitude (g = 980.6199 gals.).
 NM0693
 NM0693.The modeled gravity was interpolated from observed gravity values.
 NM0693
 NM0693;                    North         East    Units  Estimated Accuracy
 NM0693;SPC NE       -   292,010.      746,950.      MT  (+/- 180 meters Scaled)
 NM0693
 NM0693                          SUPERSEDED SURVEY CONTROL
 NM0693
 NM0693  NGVD 29 (??/??/92)  443.862  (m)         1456.24   (f) ADJ UNCH    2 0
 NM0693
 NM0693.Superseded values are not recommended for survey control.
 NM0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0693.See file dsdata.txt to determine how the superseded data were derived.
 NM0693
 NM0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM646988(NAD 83)
 NM0693_MARKER: DB = BENCH MARK DISK
 NM0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0693_STAMPING: E 274 1949
 NM0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0693+STABILITY: SURFACE MOTION
 NM0693
 NM0693  HISTORY     - Date     Condition        Report By
 NM0693  HISTORY     - 1949     MONUMENTED       CGS
 NM0693
 NM0693                          STATION DESCRIPTION
 NM0693
 NM0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0693'0.8 MI N FROM DIXON.
 NM0693'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON
 NM0693'AND QUINCY RAILROAD STATION AT DIXON, THENCE 0.7 MILE NORTH
 NM0693'ALONG STATE HIGHWAY 116, AT THE FARM HOME OF C.D. ANKENY, 104
 NM0693'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 31.7 FEET SOUTHWEST
 NM0693'OF THE SOUTHWEST CORNER OF THE HOUSE, 27 FEET NORTH OF THE CENTER
 NM0693'LINE OF A PRIVATE DRIVE-WAY, 11.5 FEET NORTH OF THE SOUTHWEST
 NM0693'CORNER POST OF THE YARD FENCE, 1.0 FOOT WEST OF THE FENCE, AND
 NM0693'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NM0693'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1061 ***********************************************************************
 NM1061  DESIGNATION -  E 275
 NM1061  PID         -  NM1061
 NM1061  STATE/COUNTY-  NE/CEDAR
 NM1061  USGS QUAD   -  MECKLING (1994)
 NM1061
 NM1061                         *CURRENT SURVEY CONTROL
 NM1061  ___________________________________________________________________
 NM1061* NAD 83(1986)-  42 45 34.     (N)    097 05 33.     (W)     SCALED    
 NM1061* NAVD 88     -       353.536  (meters)    1159.89   (feet)  ADJUSTED  
 NM1061  ___________________________________________________________________
 NM1061  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 NM1061  DYNAMIC HT  -         353.429 (meters)    1159.54  (feet)  COMP
 NM1061  MODELED GRAV-     980,306.9   (mgal)                       NAVD 88
 NM1061
 NM1061  VERT ORDER  -  SECOND    CLASS 0
 NM1061
 NM1061.The horizontal coordinates were scaled from a topographic map and have
 NM1061.an estimated accuracy of +/- 6 seconds.
 NM1061
 NM1061.The orthometric height was determined by differential leveling
 NM1061.and adjusted by the National Geodetic Survey in June 1991..
 NM1061
 NM1061.The geoid height was determined by GEOID03.
 NM1061
 NM1061.The dynamic height is computed by dividing the NAVD 88
 NM1061.geopotential number by the normal gravity value computed on the
 NM1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1061.degrees latitude (g = 980.6199 gals.).
 NM1061
 NM1061.The modeled gravity was interpolated from observed gravity values.
 NM1061
 NM1061;                    North         East    Units  Estimated Accuracy
 NM1061;SPC NE       -   328,900.      737,930.      MT  (+/- 180 meters Scaled)
 NM1061
 NM1061                          SUPERSEDED SURVEY CONTROL
 NM1061
 NM1061  NGVD 29 (??/??/92)  353.329  (m)         1159.21   (f) ADJ UNCH    2 0
 NM1061
 NM1061.Superseded values are not recommended for survey control.
 NM1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1061.See file dsdata.txt to determine how the superseded data were derived.
 NM1061
 NM1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN560358(NAD 83)
 NM1061_MARKER: DB = BENCH MARK DISK
 NM1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1061_STAMPING: E 275 1949
 NM1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1061+STABILITY: SURFACE MOTION
 NM1061
 NM1061  HISTORY     - Date     Condition        Report By
 NM1061  HISTORY     - 1949     MONUMENTED       CGS
 NM1061  HISTORY     - 1967     MARK NOT FOUND   NGS
 NM1061
 NM1061                          STATION DESCRIPTION
 NM1061
 NM1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1061'6 MI E FROM WYNOT.
 NM1061'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1061'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1061'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1061'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1061'ROAD, THENCE 3.5 MILES EAST ALONG A GRADED DIRT ROAD, AT THE FOOT
 NM1061'OF A SMALL RAVINE WHICH LEADS SOUTH, 38 FEET SOUTH OF THE CENTER
 NM1061'LINE OF AN EAST AND WEST ROAD, 18.5 FEET SOUTH OF A 12 INCH ELM
 NM1061'TREE WHICH HAS A TRIANGULAR BLAZE ON ITS NORTH SIDE, 6.8 FEET
 NM1061'SOUTH OF THE RIGHT OF WAY FENCE, 7.5 FEET SOUTH OF A WITNESS POST,
 NM1061'4 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A 5.5 FOOT
 NM1061'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 NM1061
 NM1061                          STATION RECOVERY (1967)
 NM1061
 NM1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NM1061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0875 ***********************************************************************
 NM0875  DESIGNATION -  E 276
 NM0875  PID         -  NM0875
 NM0875  STATE/COUNTY-  NE/DIXON
 NM0875  USGS QUAD   -  BURBANK (1994)
 NM0875
 NM0875                         *CURRENT SURVEY CONTROL
 NM0875  ___________________________________________________________________
 NM0875* NAD 83(1986)-  42 38 53.     (N)    096 46 02.     (W)     SCALED    
 NM0875* NAVD 88     -       374.014  (meters)    1227.08   (feet)  ADJUSTED  
 NM0875  ___________________________________________________________________
 NM0875  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 NM0875  DYNAMIC HT  -         373.900 (meters)    1226.70  (feet)  COMP
 NM0875  MODELED GRAV-     980,305.8   (mgal)                       NAVD 88
 NM0875
 NM0875  VERT ORDER  -  SECOND    CLASS 0
 NM0875
 NM0875.The horizontal coordinates were scaled from a topographic map and have
 NM0875.an estimated accuracy of +/- 6 seconds.
 NM0875
 NM0875.The orthometric height was determined by differential leveling
 NM0875.and adjusted by the National Geodetic Survey in June 1991..
 NM0875
 NM0875.The geoid height was determined by GEOID03.
 NM0875
 NM0875.The dynamic height is computed by dividing the NAVD 88
 NM0875.geopotential number by the normal gravity value computed on the
 NM0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0875.degrees latitude (g = 980.6199 gals.).
 NM0875
 NM0875.The modeled gravity was interpolated from observed gravity values.
 NM0875
 NM0875;                    North         East    Units  Estimated Accuracy
 NM0875;SPC NE       -   317,480.      765,000.      MT  (+/- 180 meters Scaled)
 NM0875
 NM0875                          SUPERSEDED SURVEY CONTROL
 NM0875
 NM0875  NGVD 29 (??/??/92)  373.832  (m)         1226.48   (f) ADJ UNCH    2 0
 NM0875
 NM0875.Superseded values are not recommended for survey control.
 NM0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0875.See file dsdata.txt to determine how the superseded data were derived.
 NM0875
 NM0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN830241(NAD 83)
 NM0875_MARKER: DB = BENCH MARK DISK
 NM0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0875_STAMPING: E 276 1949
 NM0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0875+STABILITY: SURFACE MOTION
 NM0875
 NM0875  HISTORY     - Date     Condition        Report By
 NM0875  HISTORY     - 1949     MONUMENTED       CGS
 NM0875  HISTORY     - 20040309 POOR             DUCKS
 NM0875
 NM0875                          STATION DESCRIPTION
 NM0875
 NM0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0875'8 MI NW FROM PONCA.
 NM0875'1.9 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE NORTHEAST CORNER
 NM0875'OF THE CITY PARK AT PONCA, THENCE 0.3 MILE WEST ALONG A GRAVELED
 NM0875'ROAD, THENCE 1.55 MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE
 NM0875'0.4 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 2.9 MILES NORTH
 NM0875'ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE WEST ALONG A GRADED
 NM0875'DIRT ROAD, AT THE FARM HOME OF CLAIR W. FLUENT, 185.0 FEET SOUTH
 NM0875'OF THE SOUTHEAST CORNER OF THE HOUSE, 121 FEET NORTH OF THE
 NM0875'CENTER LINE OF AN EAST-WEST ROAD, 10.0 FEET SOUTH OF THE CENTER
 NM0875'OF A FRAME GATE, 16 FEET EAST OF THE CENTER LINE OF A PRIVATE
 NM0875'DRIVEWAY, 7.4 FEET NORTH OF THE NORTHEAST LEG OF A WINDMILL, 1.0
 NM0875'FOOT WEST OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 NM0875'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM0875
 NM0875                          STATION RECOVERY (2004)
 NM0875
 NM0875'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (GLJ)
 NM0875'THE TOP OF THIS MARKER IS BROKEN OFF HIT BY PULL BEHIND MOWER.  THE
 NM0875'CAP IS STILL SET IN A CHUNK OF THE CONCRETE WHICH LAYS ALONG SIDE OF
 NM0875'THE REST OF THE MONUMENT.  THE TWO CHUNKS OF CONCRETE CAN BE PLACED ON
 NM0875'ONE ANOTHER TO STILL GET A FAIRLY ACCURATE ELEVATION, BUT THIS
 NM0875'MONUMENT SHOULD BE REPLACED AND MOVED FROM THE LANDOWNERS GATE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0132 ***********************************************************************
 LG0132  DESIGNATION -  E 277
 LG0132  PID         -  LG0132
 LG0132  STATE/COUNTY-  NE/CASS
 LG0132  USGS QUAD   -  WEEPING WATER (1966)
 LG0132
 LG0132                         *CURRENT SURVEY CONTROL
 LG0132  ___________________________________________________________________
 LG0132* NAD 83(1986)-  40 52 09.     (N)    096 08 32.     (W)     SCALED    
 LG0132* NAVD 88     -       329.262  (meters)    1080.25   (feet)  ADJUSTED  
 LG0132  ___________________________________________________________________
 LG0132  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 LG0132  DYNAMIC HT  -         329.123 (meters)    1079.80  (feet)  COMP
 LG0132  MODELED GRAV-     980,190.7   (mgal)                       NAVD 88
 LG0132
 LG0132  VERT ORDER  -  SECOND    CLASS 0
 LG0132
 LG0132.The horizontal coordinates were scaled from a topographic map and have
 LG0132.an estimated accuracy of +/- 6 seconds.
 LG0132
 LG0132.The orthometric height was determined by differential leveling
 LG0132.and adjusted by the National Geodetic Survey in June 1991..
 LG0132
 LG0132.The geoid height was determined by GEOID03.
 LG0132
 LG0132.The dynamic height is computed by dividing the NAVD 88
 LG0132.geopotential number by the normal gravity value computed on the
 LG0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0132.degrees latitude (g = 980.6199 gals.).
 LG0132
 LG0132.The modeled gravity was interpolated from observed gravity values.
 LG0132
 LG0132;                    North         East    Units  Estimated Accuracy
 LG0132;SPC NE       -   122,260.      825,020.      MT  (+/- 180 meters Scaled)
 LG0132
 LG0132                          SUPERSEDED SURVEY CONTROL
 LG0132
 LG0132  NGVD 29 (??/??/92)  329.171  (m)         1079.96   (f) ADJ UNCH    2 0
 LG0132
 LG0132.Superseded values are not recommended for survey control.
 LG0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0132.See file dsdata.txt to determine how the superseded data were derived.
 LG0132
 LG0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL408281(NAD 83)
 LG0132_MARKER: DB = BENCH MARK DISK
 LG0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0132_SP_SET: CULVERT
 LG0132_STAMPING: E 277 1950
 LG0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0132
 LG0132  HISTORY     - Date     Condition        Report By
 LG0132  HISTORY     - 1950     MONUMENTED       CGS
 LG0132
 LG0132                          STATION DESCRIPTION
 LG0132
 LG0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0132'AT WEEPING WATER.
 LG0132'AT WEEPING WATER, 0.2 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC
 LG0132'RAILROAD FROM THE STATION, 35 FEET SOUTHWEST OF THE SOUTHWEST
 LG0132'RAIL OF THE MAIN TRACK, 18 FEET EAST OF MILEPOST 460-10, LEVEL
 LG0132'WITH THE TRACKS, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST
 LG0132'HEADWALL OF A LARGE CONCRETE CULVERT, 7.2 FEET NORTHWEST OF THE
 LG0132'SOUTHEAST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0507 ***********************************************************************
 NM0507  DESIGNATION -  E 278
 NM0507  PID         -  NM0507
 NM0507  STATE/COUNTY-  NE/THURSTON
 NM0507  USGS QUAD   -  MACY (1966)
 NM0507
 NM0507                         *CURRENT SURVEY CONTROL
 NM0507  ___________________________________________________________________
 NM0507* NAD 83(1986)-  42 07 06.     (N)    096 20 11.     (W)     SCALED    
 NM0507* NAVD 88     -       328.690  (meters)    1078.38   (feet)  ADJUSTED  
 NM0507  ___________________________________________________________________
 NM0507  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 NM0507  DYNAMIC HT  -         328.576 (meters)    1078.00  (feet)  COMP
 NM0507  MODELED GRAV-     980,265.5   (mgal)                       NAVD 88
 NM0507
 NM0507  VERT ORDER  -  SECOND    CLASS 0
 NM0507
 NM0507.The horizontal coordinates were scaled from a topographic map and have
 NM0507.an estimated accuracy of +/- 6 seconds.
 NM0507
 NM0507.The orthometric height was determined by differential leveling
 NM0507.and adjusted by the National Geodetic Survey in June 1991..
 NM0507
 NM0507.The geoid height was determined by GEOID03.
 NM0507
 NM0507.The dynamic height is computed by dividing the NAVD 88
 NM0507.geopotential number by the normal gravity value computed on the
 NM0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0507.degrees latitude (g = 980.6199 gals.).
 NM0507
 NM0507.The modeled gravity was interpolated from observed gravity values.
 NM0507
 NM0507;                    North         East    Units  Estimated Accuracy
 NM0507;SPC NE       -   260,110.      802,790.      MT  (+/- 180 meters Scaled)
 NM0507
 NM0507                          SUPERSEDED SURVEY CONTROL
 NM0507
 NM0507  NGVD 29 (??/??/92)  328.542  (m)         1077.89   (f) ADJ UNCH    2 0
 NM0507
 NM0507.Superseded values are not recommended for survey control.
 NM0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0507.See file dsdata.txt to determine how the superseded data were derived.
 NM0507
 NM0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM201663(NAD 83)
 NM0507_MARKER: DB = BENCH MARK DISK
 NM0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0507_STAMPING: E 278 1949
 NM0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0507+STABILITY: SURFACE MOTION
 NM0507
 NM0507  HISTORY     - Date     Condition        Report By
 NM0507  HISTORY     - 1949     MONUMENTED       CGS
 NM0507
 NM0507                          STATION DESCRIPTION
 NM0507
 NM0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0507'1.4 MI NE FROM MACY.
 NM0507'0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL
 NM0507'AT MACY, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE
 NM0507'0.85 MILE NORTHEAST ALONG A GRAVELED ROAD, 49 FEET WEST OF
 NM0507'THE CENTER LINE OF A NORTH-SOUTH ROAD, 11 FEET NORTH OF THE
 NM0507'CENTER LINE OF AN EAST-WEST ROAD, 31.0 FEET SOUTHWEST OF THE
 NM0507'NORTH END OF A 24-INCH CONCRETE TUBE CULVERT, 9.0 FEET WEST
 NM0507'OF A FENCE CORNER POST, 1.0 FOOT NORTH OF A FENCE, 1.7 FEET
 NM0507'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM0507'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0076 ***********************************************************************
 LH0076  DESIGNATION -  E 279
 LH0076  PID         -  LH0076
 LH0076  STATE/COUNTY-  NE/HALL
 LH0076  USGS QUAD   -  ABBOTT (1993)
 LH0076
 LH0076                         *CURRENT SURVEY CONTROL
 LH0076  ___________________________________________________________________
 LH0076* NAD 83(1986)-  40 53 10.     (N)    098 25 49.     (W)     SCALED    
 LH0076* NAVD 88     -       579.068  (meters)    1899.83   (feet)  ADJUSTED  
 LH0076  ___________________________________________________________________
 LH0076  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 LH0076  DYNAMIC HT  -         578.762 (meters)    1898.82  (feet)  COMP
 LH0076  MODELED GRAV-     980,077.4   (mgal)                       NAVD 88
 LH0076
 LH0076  VERT ORDER  -  FIRST     CLASS II
 LH0076
 LH0076.The horizontal coordinates were scaled from a topographic map and have
 LH0076.an estimated accuracy of +/- 6 seconds.
 LH0076
 LH0076.The orthometric height was determined by differential leveling
 LH0076.and adjusted by the National Geodetic Survey in May 1993..
 LH0076
 LH0076.The geoid height was determined by GEOID03.
 LH0076
 LH0076.The dynamic height is computed by dividing the NAVD 88
 LH0076.geopotential number by the normal gravity value computed on the
 LH0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0076.degrees latitude (g = 980.6199 gals.).
 LH0076
 LH0076.The modeled gravity was interpolated from observed gravity values.
 LH0076
 LH0076;                    North         East    Units  Estimated Accuracy
 LH0076;SPC NE       -   118,090.      632,250.      MT  (+/- 180 meters Scaled)
 LH0076
 LH0076                          SUPERSEDED SURVEY CONTROL
 LH0076
 LH0076  NAVD 88 (06/15/91)  579.070  (m)         1899.83   (f) UNKNOWN     1 2
 LH0076  NGVD 29 (02/14/92)  578.819  (m)         1899.01   (f) ADJUSTED    1 2
 LH0076
 LH0076.Superseded values are not recommended for survey control.
 LH0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0076.See file dsdata.txt to determine how the superseded data were derived.
 LH0076
 LH0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL479262(NAD 83)
 LH0076_MARKER: DB = BENCH MARK DISK
 LH0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0076_SP_SET: CONCRETE POST
 LH0076_STAMPING: E 279 1949
 LH0076_MARK LOGO: CGS   
 LH0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0076+STABILITY: SURFACE MOTION
 LH0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0076+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0076
 LH0076  HISTORY     - Date     Condition        Report By
 LH0076  HISTORY     - 1949     MONUMENTED       CGS
 LH0076  HISTORY     - 1990     GOOD             USPSQD
 LH0076  HISTORY     - 19910924 GOOD             NGS
 LH0076
 LH0076                          STATION DESCRIPTION
 LH0076
 LH0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0076'2.3 MI NE FROM ALDA.
 LH0076'2.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0076'STATION AT ALDA, 350 FEET SOUTH OF AND ACROSS THE TRACKS FROM
 LH0076'THE SOUTHWEST CORNER OF THE WEST ROW OF CABINS AT THE PINE
 LH0076'CREST CABIN CAMP, 54.0 FEET NORTHEAST OF A FENCE CORNER POST,
 LH0076'48.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET
 LH0076'OF TRACKS, 1.0 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 2.0
 LH0076'FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 LH0076'6-FOOT CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 LH0076
 LH0076                          STATION RECOVERY (1990)
 LH0076
 LH0076'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0076'RECOVERED IN GOOD CONDITION.
 LH0076
 LH0076                          STATION RECOVERY (1991)
 LH0076
 LH0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0076'5.2 KM (3.25 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0076'U.S. HIGHWAY 281 IN GRAND ISLAND, 58.0 M (190.3 FT) SOUTHEAST OF THE
 LH0076'HIGHWAY CENTERLINE, 25.7 M (84.3 FT) SOUTHWEST OF A UTILITY POLE,
 LH0076'14.7 M (48.2 FT) SOUTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC
 LH0076'RAILROAD, 11.6 M (38.1 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD,
 LH0076'5.4 M (17.7 FT) NORTHEAST OF A UTILITY POLE WITH 4 GUY CABLES, 0.3 M
 LH0076'(1.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTHWEST OF A
 LH0076'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT)
 LH0076'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0147 ***********************************************************************
 LJ0147  DESIGNATION -  E 28
 LJ0147  PID         -  LJ0147
 LJ0147  STATE/COUNTY-  NE/LINCOLN
 LJ0147  USGS QUAD   -  WELLFLEET (1956)
 LJ0147
 LJ0147                         *CURRENT SURVEY CONTROL
 LJ0147  ___________________________________________________________________
 LJ0147* NAD 83(1986)-  40 46 25.     (N)    100 39 34.     (W)     SCALED    
 LJ0147* NAVD 88     -       906.324  (meters)    2973.50   (feet)  ADJUSTED  
 LJ0147  ___________________________________________________________________
 LJ0147  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 LJ0147  DYNAMIC HT  -         905.759 (meters)    2971.64  (feet)  COMP
 LJ0147  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 LJ0147
 LJ0147  VERT ORDER  -  SECOND    CLASS 0
 LJ0147
 LJ0147.The horizontal coordinates were scaled from a topographic map and have
 LJ0147.an estimated accuracy of +/- 6 seconds.
 LJ0147
 LJ0147.The orthometric height was determined by differential leveling
 LJ0147.and adjusted by the National Geodetic Survey in June 1994..
 LJ0147
 LJ0147.The geoid height was determined by GEOID03.
 LJ0147
 LJ0147.The dynamic height is computed by dividing the NAVD 88
 LJ0147.geopotential number by the normal gravity value computed on the
 LJ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0147.degrees latitude (g = 980.6199 gals.).
 LJ0147
 LJ0147.The modeled gravity was interpolated from observed gravity values.
 LJ0147
 LJ0147;                    North         East    Units  Estimated Accuracy
 LJ0147;SPC NE       -   104,610.      444,340.      MT  (+/- 180 meters Scaled)
 LJ0147
 LJ0147                          SUPERSEDED SURVEY CONTROL
 LJ0147
 LJ0147  NAVD 88 (06/15/91)  906.323  (m)         2973.49   (f) UNKNOWN     2 0
 LJ0147  NGVD 29 (??/??/92)  905.961  (m)         2972.31   (f) ADJ UNCH    2 0
 LJ0147
 LJ0147.Superseded values are not recommended for survey control.
 LJ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0147.See file dsdata.txt to determine how the superseded data were derived.
 LJ0147
 LJ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL599149(NAD 83)
 LJ0147_MARKER: DB = BENCH MARK DISK
 LJ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0147_STAMPING: E 28 1934
 LJ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0147+STABILITY: SURFACE MOTION
 LJ0147
 LJ0147  HISTORY     - Date     Condition        Report By
 LJ0147  HISTORY     - 1934     MONUMENTED       CGS
 LJ0147  HISTORY     - 1941     GOOD             NGS
 LJ0147  HISTORY     - 19950619 MARK NOT FOUND   NGS
 LJ0147
 LJ0147                          STATION DESCRIPTION
 LJ0147
 LJ0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0147'10.2 MI N FROM MAYWOOD.
 LJ0147'IN LINCOLN COUNTY, 10.2 MILES NORTH ALONG U.S. HIGHWAY 83 FROM
 LJ0147'MAYWOOD, FRONTIER COUNTY, 0.1 MILE NORTH OF A SIDE ROAD LEADING
 LJ0147'SOUTH, AT THE NORTH END OF A PROMINENT RIGHT-ANGLE CURVE, 38 FEET
 LJ0147'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET EAST OF THE
 LJ0147'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 28 1934 AND SET
 LJ0147'IN THE TOP OF A CONCRETE POST.
 LJ0147
 LJ0147                          STATION RECOVERY (1995)
 LJ0147
 LJ0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0147'SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0833 ***********************************************************************
 MK0833  DESIGNATION -  E 280
 MK0833  PID         -  MK0833
 MK0833  STATE/COUNTY-  NE/SARPY
 MK0833  USGS QUAD   -  CEDAR CREEK (1983)
 MK0833
 MK0833                         *CURRENT SURVEY CONTROL
 MK0833  ___________________________________________________________________
 MK0833* NAD 83(1986)-  41 05 36.     (N)    096 01 26.     (W)     SCALED    
 MK0833* NAVD 88     -       342.520  (meters)    1123.75   (feet)  ADJUSTED  
 MK0833  ___________________________________________________________________
 MK0833  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 MK0833  DYNAMIC HT  -         342.383 (meters)    1123.30  (feet)  COMP
 MK0833  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 MK0833
 MK0833  VERT ORDER  -  SECOND    CLASS 0
 MK0833
 MK0833.The horizontal coordinates were scaled from a topographic map and have
 MK0833.an estimated accuracy of +/- 6 seconds.
 MK0833
 MK0833.The orthometric height was determined by differential leveling
 MK0833.and adjusted by the National Geodetic Survey in June 1991..
 MK0833
 MK0833.The geoid height was determined by GEOID03.
 MK0833
 MK0833.The dynamic height is computed by dividing the NAVD 88
 MK0833.geopotential number by the normal gravity value computed on the
 MK0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0833.degrees latitude (g = 980.6199 gals.).
 MK0833
 MK0833.The modeled gravity was interpolated from observed gravity values.
 MK0833
 MK0833;                    North         East    Units  Estimated Accuracy
 MK0833;SPC NE       -   147,570.      833,840.      MT  (+/- 180 meters Scaled)
 MK0833
 MK0833                          SUPERSEDED SURVEY CONTROL
 MK0833
 MK0833  NGVD 29 (??/??/92)  342.425  (m)         1123.44   (f) ADJ UNCH    2 0
 MK0833
 MK0833.Superseded values are not recommended for survey control.
 MK0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0833.See file dsdata.txt to determine how the superseded data were derived.
 MK0833
 MK0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL499533(NAD 83)
 MK0833_MARKER: DB = BENCH MARK DISK
 MK0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0833_STAMPING: E 280 1950
 MK0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0833+STABILITY: SURFACE MOTION
 MK0833
 MK0833  HISTORY     - Date     Condition        Report By
 MK0833  HISTORY     - 1950     MONUMENTED       CGS
 MK0833
 MK0833                          STATION DESCRIPTION
 MK0833
 MK0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0833'6.7 MI W FROM LA PLATTE.
 MK0833'5.45 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 MK0833'LA PLATTE, THENCE 1.25 MILES WEST ALONG A GRAVELED ROAD, AT A
 MK0833'T ROAD JUNCTION, IN THE SOUTHWEST CORNER OF A CULTIVATED FIELD,
 MK0833'42 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 28
 MK0833'FEET EAST OF THE CENTER LINE OF A ROAD LEADING NORTH, 57 FEET
 MK0833'EAST OF TELEPHONE POLE 22, 6 FEET SOUTH OF A POWER POLE, 1.6
 MK0833'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK0833'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS MARK IS
 MK0833'1.0 MILE EAST OF BENCH MARK P 280.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0331 ***********************************************************************
 ML0331  DESIGNATION -  E 281
 ML0331  PID         -  ML0331
 ML0331  STATE/COUNTY-  NE/HOWARD
 ML0331  USGS QUAD   -  BOELUS (1978)
 ML0331
 ML0331                         *CURRENT SURVEY CONTROL
 ML0331  ___________________________________________________________________
 ML0331* NAD 83(1986)-  41 04 32.     (N)    098 43 46.     (W)     SCALED    
 ML0331* NAVD 88     -       590.634  (meters)    1937.77   (feet)  ADJUSTED  
 ML0331  ___________________________________________________________________
 ML0331  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 ML0331  DYNAMIC HT  -         590.333 (meters)    1936.78  (feet)  COMP
 ML0331  MODELED GRAV-     980,094.0   (mgal)                       NAVD 88
 ML0331
 ML0331  VERT ORDER  -  FIRST     CLASS II
 ML0331
 ML0331.The horizontal coordinates were scaled from a topographic map and have
 ML0331.an estimated accuracy of +/- 6 seconds.
 ML0331
 ML0331.The orthometric height was determined by differential leveling
 ML0331.and adjusted by the National Geodetic Survey in June 1991..
 ML0331
 ML0331.The geoid height was determined by GEOID03.
 ML0331
 ML0331.The dynamic height is computed by dividing the NAVD 88
 ML0331.geopotential number by the normal gravity value computed on the
 ML0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0331.degrees latitude (g = 980.6199 gals.).
 ML0331
 ML0331.The modeled gravity was interpolated from observed gravity values.
 ML0331
 ML0331;                    North         East    Units  Estimated Accuracy
 ML0331;SPC NE       -   138,700.      606,740.      MT  (+/- 180 meters Scaled)
 ML0331
 ML0331                          SUPERSEDED SURVEY CONTROL
 ML0331
 ML0331  NGVD 29 (??/??/92)  590.399  (m)         1937.00   (f) ADJ UNCH    1 2
 ML0331
 ML0331.Superseded values are not recommended for survey control.
 ML0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0331.See file dsdata.txt to determine how the superseded data were derived.
 ML0331
 ML0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL227471(NAD 83)
 ML0331_MARKER: DB = BENCH MARK DISK
 ML0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0331_STAMPING: E 281 1949
 ML0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0331+STABILITY: SURFACE MOTION
 ML0331
 ML0331  HISTORY     - Date     Condition        Report By
 ML0331  HISTORY     - 1949     MONUMENTED       CGS
 ML0331  HISTORY     - 1966     GOOD             NGS
 ML0331
 ML0331                          STATION DESCRIPTION
 ML0331
 ML0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0331'0.7 MI W FROM BOELUS.
 ML0331'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0331'RAILROAD STATION AT BOELUS, AT A T-JUNCTION OF ROADS, 41 FEET
 ML0331'NORTH OF THE CENTER LINE OF THE HIGHWAY, 34 FEET EAST OF THE CENTER
 ML0331'LINE OF THE ROAD LEADING NORTH, AT THE SOUTHWEST CORNER OF SECTION
 ML0331'20, T. 13 N., R. 12 W., 9 FEET SOUTH OF A TELEPHONE POLE, 3 FEET
 ML0331'SOUTHWEST OF A FENCE, 1.6 FEET SOUTH OF A REFERENCE POST, SET IN
 ML0331'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0331'0.2 FOOT ABOVE THE GROUND.  NOTE-- A METAL WITNESS POST WAS SET
 ML0331'1 FOOT SOUTH OF THE MARK.
 ML0331
 ML0331                          STATION RECOVERY (1966)
 ML0331
 ML0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 ML0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0266 ***********************************************************************
 ML0266  DESIGNATION -  E 282
 ML0266  PID         -  ML0266
 ML0266  STATE/COUNTY-  NE/HOWARD
 ML0266  USGS QUAD   -  ST PAUL (1974)
 ML0266
 ML0266                         *CURRENT SURVEY CONTROL
 ML0266  ___________________________________________________________________
 ML0266* NAD 83(1986)-  41 12 23.     (N)    098 27 55.     (W)     SCALED    
 ML0266* NAVD 88     -       553.072  (meters)    1814.54   (feet)  ADJUSTED  
 ML0266  ___________________________________________________________________
 ML0266  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 ML0266  DYNAMIC HT  -         552.793 (meters)    1813.62  (feet)  COMP
 ML0266  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 ML0266
 ML0266  VERT ORDER  -  SECOND    CLASS 0
 ML0266
 ML0266.The horizontal coordinates were scaled from a topographic map and have
 ML0266.an estimated accuracy of +/- 6 seconds.
 ML0266
 ML0266.The orthometric height was determined by differential leveling
 ML0266.and adjusted by the National Geodetic Survey in June 1991..
 ML0266
 ML0266.The geoid height was determined by GEOID03.
 ML0266
 ML0266.The dynamic height is computed by dividing the NAVD 88
 ML0266.geopotential number by the normal gravity value computed on the
 ML0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0266.degrees latitude (g = 980.6199 gals.).
 ML0266
 ML0266.The modeled gravity was interpolated from observed gravity values.
 ML0266
 ML0266;                    North         East    Units  Estimated Accuracy
 ML0266;SPC NE       -   153,590.      628,670.      MT  (+/- 180 meters Scaled)
 ML0266
 ML0266                          SUPERSEDED SURVEY CONTROL
 ML0266
 ML0266  NGVD 29 (??/??/92)  552.827  (m)         1813.73   (f) ADJ UNCH    2 0
 ML0266
 ML0266.Superseded values are not recommended for survey control.
 ML0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0266.See file dsdata.txt to determine how the superseded data were derived.
 ML0266
 ML0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL448618(NAD 83)
 ML0266_MARKER: DB = BENCH MARK DISK
 ML0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0266_STAMPING: E 282 1949
 ML0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0266+STABILITY: SURFACE MOTION
 ML0266
 ML0266  HISTORY     - Date     Condition        Report By
 ML0266  HISTORY     - 1949     MONUMENTED       CGS
 ML0266
 ML0266                          STATION DESCRIPTION
 ML0266
 ML0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0266'1 MI SW FROM ST PAUL.
 ML0266'0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 ML0266'ST. PAUL, THENCE 0.4 MILE WEST ALONG A COUNTY ROAD, 0.5 MILE
 ML0266'SOUTH OF THE ST. PAUL HIGH SCHOOL, IN THE SOUTHEAST QUARTER
 ML0266'OF A ROAD CROSSING, 46 FEET SOUTH OF THE CENTER LINE OF THE
 ML0266'EAST-WEST ROAD, 54 FEET EAST OF THE CENTER LINE OF THE
 ML0266'NORTH-SOUTH ROAD, 2.4 FEET NORTHEAST OF THE NORTHWEST CORNER
 ML0266'FENCE POST OF A WIRE GUARD FENCE AROUND A R.E.A. TRANSFORMER
 ML0266'STATION, 1.6 FEET NORTH OF THE NORTH FENCE, SET IN THE TOP OF A
 ML0266'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT
 ML0266'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0438 ***********************************************************************
 ML0438  DESIGNATION -  E 283
 ML0438  PID         -  ML0438
 ML0438  STATE/COUNTY-  NE/HOWARD
 ML0438  USGS QUAD   -  NYSTED (1974)
 ML0438
 ML0438                         *CURRENT SURVEY CONTROL
 ML0438  ___________________________________________________________________
 ML0438* NAD 83(1986)-  41 10 43.     (N)    098 36 52.     (W)     SCALED    
 ML0438* NAVD 88     -       586.035  (meters)    1922.68   (feet)  ADJUSTED  
 ML0438  ___________________________________________________________________
 ML0438  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 ML0438  DYNAMIC HT  -         585.738 (meters)    1921.71  (feet)  COMP
 ML0438  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 ML0438
 ML0438  VERT ORDER  -  SECOND    CLASS 0
 ML0438
 ML0438.The horizontal coordinates were scaled from a topographic map and have
 ML0438.an estimated accuracy of +/- 6 seconds.
 ML0438
 ML0438.The orthometric height was determined by differential leveling
 ML0438.and adjusted by the National Geodetic Survey in June 1991..
 ML0438
 ML0438.The geoid height was determined by GEOID03.
 ML0438
 ML0438.The dynamic height is computed by dividing the NAVD 88
 ML0438.geopotential number by the normal gravity value computed on the
 ML0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0438.degrees latitude (g = 980.6199 gals.).
 ML0438
 ML0438.The modeled gravity was interpolated from observed gravity values.
 ML0438
 ML0438;                    North         East    Units  Estimated Accuracy
 ML0438;SPC NE       -   150,290.      616,220.      MT  (+/- 180 meters Scaled)
 ML0438
 ML0438                          SUPERSEDED SURVEY CONTROL
 ML0438
 ML0438  NGVD 29 (??/??/92)  585.788  (m)         1921.87   (f) ADJ UNCH    2 0
 ML0438
 ML0438.Superseded values are not recommended for survey control.
 ML0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0438.See file dsdata.txt to determine how the superseded data were derived.
 ML0438
 ML0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL323586(NAD 83)
 ML0438_MARKER: DB = BENCH MARK DISK
 ML0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0438_STAMPING: E 283 1949
 ML0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0438+STABILITY: SURFACE MOTION
 ML0438
 ML0438  HISTORY     - Date     Condition        Report By
 ML0438  HISTORY     - 1949     MONUMENTED       CGS
 ML0438
 ML0438                          STATION DESCRIPTION
 ML0438
 ML0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0438'3 MI N FROM NYSTED.
 ML0438'3.0 MILES NORTH ALONG A COUNTY ROAD FROM THE RECREATION HALL AT
 ML0438'NYSTED, 0.1 MILE NORTH OF THE SOUTHEAST CORNER OF SECTION 18,
 ML0438'T. 14 N., R. 11 W., 0.1 MILE SOUTH OF A STEEL BRIDGE, 30 FEET
 ML0438'WEST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF THE THIRD
 ML0438'POWER LINE POLE NORTH OF A T-JUNCTION OF THE NORTH-SOUTH ROAD AND
 ML0438'A SIDE ROAD LEADING WEST, 0.7 FOOT EAST OF A FENCE, 1.5 FEET
 ML0438'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 ML0438'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0438'NOTE-- THIS BENCH MARK IS LOCATED 1.1 MILES SOUTH OF BENCH MARK
 ML0438'D 283.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1517 ***********************************************************************
 LH1517  DESIGNATION -  E 284 RESET
 LH1517  PID         -  LH1517
 LH1517  STATE/COUNTY-  NE/HALL
 LH1517  USGS QUAD   -  ABBOTT (1993)
 LH1517
 LH1517                         *CURRENT SURVEY CONTROL
 LH1517  ___________________________________________________________________
 LH1517* NAD 83(1986)-  40 57 22.     (N)    098 23 51.     (W)     SCALED    
 LH1517* NAVD 88     -       570.49   (meters)    1871.7    (feet)  RESET     
 LH1517  ___________________________________________________________________
 LH1517  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 LH1517
 LH1517  VERT ORDER  -  THIRD
 LH1517
 LH1517.The horizontal coordinates were scaled from a topographic map and have
 LH1517.an estimated accuracy of +/- 6 seconds.
 LH1517
 LH1517.The orthometric height was computed from unverified reset data.
 LH1517.No vertical observational check was made to the station.
 LH1517
 LH1517.The geoid height was determined by GEOID03.
 LH1517
 LH1517;                    North         East    Units  Estimated Accuracy
 LH1517;SPC NE       -   125,910.      634,870.      MT  (+/- 180 meters Scaled)
 LH1517
 LH1517                          SUPERSEDED SURVEY CONTROL
 LH1517
 LH1517  NGVD 29 (08/02/06)  570.25   (m)         1870.9    (f) RESET       3  
 LH1517
 LH1517.Superseded values are not recommended for survey control.
 LH1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1517.See file dsdata.txt to determine how the superseded data were derived.
 LH1517
 LH1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL507340(NAD 83)
 LH1517_MARKER: DV = VERTICAL CONTROL DISK
 LH1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1517_SP_SET: CONCRETE POST
 LH1517_STAMPING: E 284 RESET 1983
 LH1517_MARK LOGO: NGS   
 LH1517_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1517+STABILITY: SURFACE MOTION
 LH1517
 LH1517  HISTORY     - Date     Condition        Report By
 LH1517  HISTORY     - 1983     MONUMENTED       NGS
 LH1517
 LH1517                          STATION DESCRIPTION
 LH1517
 LH1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1517'1.21 KM (0.75 MI) WEST ALONG STATE HIGHWAY 2, FROM THE JUNCTION WITH
 LH1517'US HIGHWAY 281 IN THE NORTHWEST PART OF GRAND ISLAND, AT THE
 LH1517'INTERSECTION WITH NORTH ROAD, 32.00 M (104.99 FT) SOUTHWEST OF THE
 LH1517'CENTERLINE OF THE HIGHWAY, 27.45 M (90.06 FT) EAST OF THE CENTERLINE
 LH1517'OF NORTH ROAD, 18.09 M (59.35 FT) SOUTHEAST OF A FENCE CORNER POST,
 LH1517'0.46 M (1.51 FT) NORTHWEST OF A WITNESS POST, 0.30 M (0.98 FT)
 LH1517'NORTHEAST OF A FENCE, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LH1517'THAT IS FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH NORTH
 LH1517'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0054 ***********************************************************************
 LH0054  DESIGNATION -  E 285
 LH0054  PID         -  LH0054
 LH0054  STATE/COUNTY-  NE/HALL
 LH0054  USGS QUAD   -  GRAND ISLAND (1993)
 LH0054
 LH0054                         *CURRENT SURVEY CONTROL
 LH0054  ___________________________________________________________________
 LH0054* NAD 83(1986)-  40 53 39.     (N)    098 20 09.     (W)     SCALED    
 LH0054* NAVD 88     -       563.843  (meters)    1849.87   (feet)  ADJUSTED  
 LH0054  ___________________________________________________________________
 LH0054  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 LH0054  DYNAMIC HT  -         563.545 (meters)    1848.90  (feet)  COMP
 LH0054  MODELED GRAV-     980,077.3   (mgal)                       NAVD 88
 LH0054
 LH0054  VERT ORDER  -  FIRST     CLASS II
 LH0054
 LH0054.The horizontal coordinates were scaled from a topographic map and have
 LH0054.an estimated accuracy of +/- 6 seconds.
 LH0054
 LH0054.The orthometric height was determined by differential leveling
 LH0054.and adjusted by the National Geodetic Survey in June 1991..
 LH0054
 LH0054.The geoid height was determined by GEOID03.
 LH0054
 LH0054.The dynamic height is computed by dividing the NAVD 88
 LH0054.geopotential number by the normal gravity value computed on the
 LH0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0054.degrees latitude (g = 980.6199 gals.).
 LH0054
 LH0054.The modeled gravity was interpolated from observed gravity values.
 LH0054
 LH0054;                    North         East    Units  Estimated Accuracy
 LH0054;SPC NE       -   119,130.      640,190.      MT  (+/- 180 meters Scaled)
 LH0054
 LH0054                          SUPERSEDED SURVEY CONTROL
 LH0054
 LH0054  NGVD 29 (??/??/92)  563.599  (m)         1849.07   (f) ADJ UNCH    1 2
 LH0054
 LH0054.Superseded values are not recommended for survey control.
 LH0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0054.See file dsdata.txt to determine how the superseded data were derived.
 LH0054
 LH0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL559272(NAD 83)
 LH0054_MARKER: DB = BENCH MARK DISK
 LH0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0054_STAMPING: E 285 1949
 LH0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0054+STABILITY: SURFACE MOTION
 LH0054
 LH0054  HISTORY     - Date     Condition        Report By
 LH0054  HISTORY     - 1949     MONUMENTED       CGS
 LH0054
 LH0054                          STATION DESCRIPTION
 LH0054
 LH0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0054'5.3 MI S FROM GRAND ISLAND.
 LH0054'3.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0054'AT GRAND ISLAND, THENCE 1.5 MILES EAST ALONG A COUNTY ROAD,
 LH0054'THENCE 0.4 MILE NORTH ALONG U.S. HIGHWAYS NO. 34 AND 281 AND
 LH0054'STATE HIGHWAY NO. 2, AT THE NEW CENTRAL AIRPORT, 190 FEET NORTH
 LH0054'OF THE CENTER LINE OF THE EAST-WEST RUNWAY, 147 FEET NORTHEAST
 LH0054'OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST RUNWAY, 14 FEET
 LH0054'SOUTHEAST OF THE CENTER LINE OF A GATE, 1.4 FEET NORTHEAST OF
 LH0054'A FENCE, 1.6 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE
 LH0054'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3
 LH0054'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0487 ***********************************************************************
 LH0487  DESIGNATION -  E 287
 LH0487  PID         -  LH0487
 LH0487  STATE/COUNTY-  NE/BUFFALO
 LH0487  USGS QUAD   -  DENMAN (1993)
 LH0487
 LH0487                         *CURRENT SURVEY CONTROL
 LH0487  ___________________________________________________________________
 LH0487* NAD 83(1986)-  40 42 44.     (N)    098 44 24.     (W)     SCALED    
 LH0487* NAVD 88     -       615.880  (meters)    2020.60   (feet)  ADJUSTED  
 LH0487  ___________________________________________________________________
 LH0487  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 LH0487  DYNAMIC HT  -         615.538 (meters)    2019.48  (feet)  COMP
 LH0487  MODELED GRAV-     980,049.4   (mgal)                       NAVD 88
 LH0487
 LH0487  VERT ORDER  -  SECOND    CLASS 0
 LH0487
 LH0487.The horizontal coordinates were scaled from a topographic map and have
 LH0487.an estimated accuracy of +/- 6 seconds.
 LH0487
 LH0487.The orthometric height was determined by differential leveling
 LH0487.and adjusted by the National Geodetic Survey in June 1991..
 LH0487
 LH0487.The geoid height was determined by GEOID03.
 LH0487
 LH0487.The dynamic height is computed by dividing the NAVD 88
 LH0487.geopotential number by the normal gravity value computed on the
 LH0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0487.degrees latitude (g = 980.6199 gals.).
 LH0487
 LH0487.The modeled gravity was interpolated from observed gravity values.
 LH0487
 LH0487;                    North         East    Units  Estimated Accuracy
 LH0487;SPC NE       -    98,360.      606,440.      MT  (+/- 180 meters Scaled)
 LH0487
 LH0487                          SUPERSEDED SURVEY CONTROL
 LH0487
 LH0487  NGVD 29 (??/??/92)  615.626  (m)         2019.77   (f) ADJ UNCH    2 0
 LH0487
 LH0487.Superseded values are not recommended for survey control.
 LH0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0487.See file dsdata.txt to determine how the superseded data were derived.
 LH0487
 LH0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL219068(NAD 83)
 LH0487_MARKER: DB = BENCH MARK DISK
 LH0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0487_STAMPING: E 287 1949
 LH0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0487+STABILITY: SURFACE MOTION
 LH0487
 LH0487  HISTORY     - Date     Condition        Report By
 LH0487  HISTORY     - 1949     MONUMENTED       CGS
 LH0487
 LH0487                          STATION DESCRIPTION
 LH0487
 LH0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0487'5 MI SW FROM SHELTON.
 LH0487'0.35 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0487'STATION AT SHELTON, THENCE 4.65 MILES SOUTH ALONG A GRAVELED
 LH0487'ROAD, 0.1 MILE SOUTH OF THE SOUTH END OF THE BRIDGE OVER THE
 LH0487'MIDDLE CHANNEL OF THE PLATTE RIVER AND IN THE NORTHWEST CORNER
 LH0487'OF A HAY FIELD, 123 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LH0487'105.0 FEET NORTHEAST OF THE CENTER OF A WOODEN GATE, 61 FEET
 LH0487'NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST, 16.0
 LH0487'FEET WEST OF A 14-INCH COTTONWOOD WITH A TRIANGULAR BLAZE ON
 LH0487'THE WEST SIDE OF THE TREE, 2.0 FEET NORTH OF A FENCE, 2.0 FEET
 LH0487'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE
 LH0487'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0382 ***********************************************************************
 LH0382  DESIGNATION -  E 288
 LH0382  PID         -  LH0382
 LH0382  STATE/COUNTY-  NE/ADAMS
 LH0382  USGS QUAD   -  HOLSTEIN (1969)
 LH0382
 LH0382                         *CURRENT SURVEY CONTROL
 LH0382  ___________________________________________________________________
 LH0382* NAD 83(1986)-  40 29 42.     (N)    098 43 25.     (W)     SCALED    
 LH0382* NAVD 88     -       610.790  (meters)    2003.90   (feet)  ADJUSTED  
 LH0382  ___________________________________________________________________
 LH0382  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 LH0382  DYNAMIC HT  -         610.435 (meters)    2002.74  (feet)  COMP
 LH0382  MODELED GRAV-     980,022.9   (mgal)                       NAVD 88
 LH0382
 LH0382  VERT ORDER  -  SECOND    CLASS 0
 LH0382
 LH0382.The horizontal coordinates were scaled from a topographic map and have
 LH0382.an estimated accuracy of +/- 6 seconds.
 LH0382
 LH0382.The orthometric height was determined by differential leveling
 LH0382.and adjusted by the National Geodetic Survey in June 1991..
 LH0382
 LH0382.The geoid height was determined by GEOID03.
 LH0382
 LH0382.The dynamic height is computed by dividing the NAVD 88
 LH0382.geopotential number by the normal gravity value computed on the
 LH0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0382.degrees latitude (g = 980.6199 gals.).
 LH0382
 LH0382.The modeled gravity was interpolated from observed gravity values.
 LH0382
 LH0382;                    North         East    Units  Estimated Accuracy
 LH0382;SPC NE       -    74,260.      608,180.      MT  (+/- 180 meters Scaled)
 LH0382
 LH0382                          SUPERSEDED SURVEY CONTROL
 LH0382
 LH0382  NGVD 29 (??/??/92)  610.541  (m)         2003.08   (f) ADJ UNCH    2 0
 LH0382
 LH0382.Superseded values are not recommended for survey control.
 LH0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0382.See file dsdata.txt to determine how the superseded data were derived.
 LH0382
 LH0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK234827(NAD 83)
 LH0382_MARKER: DB = BENCH MARK DISK
 LH0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0382_STAMPING: E 288 1949
 LH0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0382+STABILITY: SURFACE MOTION
 LH0382
 LH0382  HISTORY     - Date     Condition        Report By
 LH0382  HISTORY     - 1949     MONUMENTED       CGS
 LH0382
 LH0382                          STATION DESCRIPTION
 LH0382
 LH0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0382'6.9 MI NE FROM NORMAN.
 LH0382'0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE ELEMENTARY
 LH0382'SCHOOL AT NORMAN, THENCE 4.65 MILES EAST ALONG STATE HIGHWAY 74,
 LH0382'THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 LH0382'WEST ALONG A DIRT ROAD, 40 FEET EAST OF THE CENTER LINE OF THE
 LH0382'ROAD LEADING NORTH, 30 FEET SOUTH OF THE CENTER LINE OF A ROAD
 LH0382'LEADING EAST, 7.0 FEET EAST OF A FENCE CORNER POST, 1.0 FOOT NORTH
 LH0382'OF A FENCE, 2.0 FEET WEST OF A REFERENCE POST, AND SET IN THE
 LH0382'TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LH0382'GROUND.  NOTE-- THIS MARK IS 1.0 MILE NORTH THROUGH A PASTURE
 LH0382'AND ALONG THE ADAMS AND KEARNEY COUNTY LINE FROM BENCH MARK
 LH0382'D 288 1949 AND THERE IS NO ROAD BETWEEN THE TWO MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0937 ***********************************************************************
 LH0937  DESIGNATION -  E 289 RESET
 LH0937  PID         -  LH0937
 LH0937  STATE/COUNTY-  NE/BUFFALO
 LH0937  USGS QUAD   -  GIBBON SOUTH (1993)
 LH0937
 LH0937                         *CURRENT SURVEY CONTROL
 LH0937  ___________________________________________________________________
 LH0937* NAD 83(1986)-  40 41 28.     (N)    098 50 48.     (W)     SCALED    
 LH0937* NAVD 88     -       628.99   (meters)    2063.6    (feet)  RESET     
 LH0937  ___________________________________________________________________
 LH0937  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 LH0937
 LH0937  VERT ORDER  -  THIRD
 LH0937
 LH0937.The horizontal coordinates were scaled from a topographic map and have
 LH0937.an estimated accuracy of +/- 6 seconds.
 LH0937
 LH0937.The orthometric height was computed from unverified reset data.
 LH0937.No vertical observational check was made to the station.
 LH0937
 LH0937.The geoid height was determined by GEOID03.
 LH0937
 LH0937;                    North         East    Units  Estimated Accuracy
 LH0937;SPC NE       -    95,890.      597,460.      MT  (+/- 180 meters Scaled)
 LH0937
 LH0937                          SUPERSEDED SURVEY CONTROL
 LH0937
 LH0937  NGVD 29 (08/02/06)  628.73   (m)         2062.8    (f) RESET       3  
 LH0937
 LH0937.Superseded values are not recommended for survey control.
 LH0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0937.See file dsdata.txt to determine how the superseded data were derived.
 LH0937
 LH0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL129044(NAD 83)
 LH0937_MARKER: DB = BENCH MARK DISK
 LH0937_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0937_SP_SET: ABUTMENT
 LH0937_STAMPING: E 289 RESET 1979
 LH0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0937+STABILITY: SURFACE MOTION
 LH0937
 LH0937  HISTORY     - Date     Condition        Report By
 LH0937  HISTORY     - 1979     MONUMENTED       NEDR
 LH0937
 LH0937                          STATION DESCRIPTION
 LH0937
 LH0937'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1979
 LH0937'3.8 MI SOUTH FROM GIBBON.
 LH0937'3.8 MILES SOUTH ALONG A ASPHALT ROAD FROM THE HIGH SCHOOL IN GIBBON,
 LH0937'IN THE EAST WING WALL OF THE NORTH ABUTMENT OF THE BRIDGE ACROSS
 LH0937'THE PLATTE RIVER, APPROXIMATELY 17 FEET EAST OF THE CENTERLINE OF
 LH0937'THE ROAD, APPROXIMATELY 2 FEET NORTHEAST OF THE NORTH END OF THE
 LH0937'EAST CONCRETE HANDRAIL.
 LH0937'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0449 ***********************************************************************
 ML0449  DESIGNATION -  E 291
 ML0449  PID         -  ML0449
 ML0449  STATE/COUNTY-  NE/BUFFALO
 ML0449  USGS QUAD   -  ROCKVILLE (1978)
 ML0449
 ML0449                         *CURRENT SURVEY CONTROL
 ML0449  ___________________________________________________________________
 ML0449* NAD 83(1986)-  41 00 11.     (N)    098 48 26.     (W)     SCALED    
 ML0449* NAVD 88     -       624.827  (meters)    2049.95   (feet)  ADJUSTED  
 ML0449  ___________________________________________________________________
 ML0449  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 ML0449  DYNAMIC HT  -         624.492 (meters)    2048.85  (feet)  COMP
 ML0449  MODELED GRAV-     980,068.8   (mgal)                       NAVD 88
 ML0449
 ML0449  VERT ORDER  -  SECOND    CLASS 0
 ML0449
 ML0449.The horizontal coordinates were scaled from a topographic map and have
 ML0449.an estimated accuracy of +/- 6 seconds.
 ML0449
 ML0449.The orthometric height was determined by differential leveling
 ML0449.and adjusted by the National Geodetic Survey in June 1991..
 ML0449
 ML0449.The geoid height was determined by GEOID03.
 ML0449
 ML0449.The dynamic height is computed by dividing the NAVD 88
 ML0449.geopotential number by the normal gravity value computed on the
 ML0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0449.degrees latitude (g = 980.6199 gals.).
 ML0449
 ML0449.The modeled gravity was interpolated from observed gravity values.
 ML0449
 ML0449;                    North         East    Units  Estimated Accuracy
 ML0449;SPC NE       -   130,560.      600,320.      MT  (+/- 180 meters Scaled)
 ML0449
 ML0449                          SUPERSEDED SURVEY CONTROL
 ML0449
 ML0449  NGVD 29 (??/??/92)  624.578  (m)         2049.14   (f) ADJ UNCH    2 0
 ML0449
 ML0449.Superseded values are not recommended for survey control.
 ML0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0449.See file dsdata.txt to determine how the superseded data were derived.
 ML0449
 ML0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL162391(NAD 83)
 ML0449_MARKER: DB = BENCH MARK DISK
 ML0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0449_SP_SET: CONCRETE POST
 ML0449_STAMPING: E 291 1949
 ML0449_MARK LOGO: CGS   
 ML0449_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0449+STABILITY: SURFACE MOTION
 ML0449
 ML0449  HISTORY     - Date     Condition        Report By
 ML0449  HISTORY     - 1949     MONUMENTED       CGS
 ML0449  HISTORY     - 19920915 GOOD             NEDR
 ML0449
 ML0449                          STATION DESCRIPTION
 ML0449
 ML0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0449'4.4 MI SW FROM ST MICHAEL.
 ML0449'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 ML0449'ST. MICHAEL, THENCE 3.0 MILES WEST ALONG STATE HIGHWAY NO. 2,
 ML0449'0.5 MILE WEST OF THE NORTHEAST CORNER OF SECTION 20, T. 12 N.,
 ML0449'R. 13 W, 136 FEET EAST OF TELEPHONE POLE NO. 1089, 40 FEET
 ML0449'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET WEST OF
 ML0449'TELEPHONE POLE NO. 1088, 0.8 FOOT NORTH OF A FENCE, 1.6 FEET
 ML0449'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 ML0449'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0449
 ML0449                          STATION RECOVERY (1992)
 ML0449
 ML0449'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0449'MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0449'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1208 ***********************************************************************
 ML1208  DESIGNATION -  E 291 RESET
 ML1208  PID         -  ML1208
 ML1208  STATE/COUNTY-  NE/BUFFALO
 ML1208  USGS QUAD   -  ROCKVILLE (1978)
 ML1208
 ML1208                         *CURRENT SURVEY CONTROL
 ML1208  ___________________________________________________________________
 ML1208* NAD 83(1986)-  41 00 11.     (N)    098 48 26.     (W)     SCALED    
 ML1208* NAVD 88     -       624.24   (meters)    2048.0    (feet)  RESET     
 ML1208  ___________________________________________________________________
 ML1208  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 ML1208
 ML1208  VERT ORDER  -  THIRD
 ML1208
 ML1208.The horizontal coordinates were scaled from a topographic map and have
 ML1208.an estimated accuracy of +/- 6 seconds.
 ML1208
 ML1208.The orthometric height was computed from unverified reset data.
 ML1208.No vertical observational check was made to the station.
 ML1208
 ML1208.The geoid height was determined by GEOID03.
 ML1208
 ML1208;                    North         East    Units  Estimated Accuracy
 ML1208;SPC NE       -   130,560.      600,320.      MT  (+/- 180 meters Scaled)
 ML1208
 ML1208                          SUPERSEDED SURVEY CONTROL
 ML1208
 ML1208  NGVD 29 (08/02/06)  624.00   (m)         2047.2    (f) RESET       3  
 ML1208
 ML1208.Superseded values are not recommended for survey control.
 ML1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1208.See file dsdata.txt to determine how the superseded data were derived.
 ML1208
 ML1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL162391(NAD 83)
 ML1208_MARKER: DV = VERTICAL CONTROL DISK
 ML1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1208_SP_SET: CONCRETE POST
 ML1208_STAMPING: E 291 RESET 1992
 ML1208_MARK LOGO: NGS   
 ML1208_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1208+STABILITY: SURFACE MOTION
 ML1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1208+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1208
 ML1208  HISTORY     - Date     Condition        Report By
 ML1208  HISTORY     - 1992     MONUMENTED       NEDR
 ML1208
 ML1208                          STATION DESCRIPTION
 ML1208
 ML1208'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1208'ABOUT 9.41 KM (5.85 MI) EAST FROM RAVENNA, 7.64 KM (4.75 MI) WEST
 ML1208'FROM THE HALL BUFFALO COUNTY LINE, ON THE NORTH RIGHT-OF-WAY OF STATE
 ML1208'HIGHWAY 2, NEAR THE SOUTHWEST CORNER OF THE SE1/4, SEC17, T12N, R13W
 ML1208'AND AT HIGHWAY MILE MARKER 333.2 FROM THE JUNCTION OF STATE HIGHWAYS
 ML1208'2 AND 68, AT THE SOUTH EDGE OF RAVENNA, GO SOUTHEAST AND EAST ON
 ML1208'HIGHWAY 2 FOR 9.41 KM (5.85 MI) TO THE MARK ON THE LEFT, SET INTO THE
 ML1208'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.4 FT (0.1 M)
 ML1208'ABOVE THE GROUND SURFACE.  IT IS 22.25 M (73.00 FT) NORTH FROM THE
 ML1208'CENTERLINE OF THE HIGHWAY, 15.24 M (50.00 FT) EAST FROM THE
 ML1208'CENTERLINE OF A FIELD ENTRANCE AND 0.3 M (1.0 FT) SOUTH FROM A
 ML1208'WITNESS POST.  A MAGNET WAS PLACED INTO THE NORTH SIDE OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0413 ***********************************************************************
 LH0413  DESIGNATION -  E 292
 LH0413  PID         -  LH0413
 LH0413  STATE/COUNTY-  NE/BUFFALO
 LH0413  USGS QUAD   -  CAMERON (1962)
 LH0413
 LH0413                         *CURRENT SURVEY CONTROL
 LH0413  ___________________________________________________________________
 LH0413* NAD 83(1986)-  40 57 36.     (N)    098 44 26.     (W)     SCALED    
 LH0413* NAVD 88     -       622.412  (meters)    2042.03   (feet)  ADJUSTED  
 LH0413  ___________________________________________________________________
 LH0413  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 LH0413  DYNAMIC HT  -         622.079 (meters)    2040.94  (feet)  COMP
 LH0413  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 LH0413
 LH0413  VERT ORDER  -  FIRST     CLASS II
 LH0413
 LH0413.The horizontal coordinates were scaled from a topographic map and have
 LH0413.an estimated accuracy of +/- 6 seconds.
 LH0413
 LH0413.The orthometric height was determined by differential leveling
 LH0413.and adjusted by the National Geodetic Survey in June 1991..
 LH0413
 LH0413.The geoid height was determined by GEOID03.
 LH0413
 LH0413.The dynamic height is computed by dividing the NAVD 88
 LH0413.geopotential number by the normal gravity value computed on the
 LH0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0413.degrees latitude (g = 980.6199 gals.).
 LH0413
 LH0413.The modeled gravity was interpolated from observed gravity values.
 LH0413
 LH0413;                    North         East    Units  Estimated Accuracy
 LH0413;SPC NE       -   125,860.      605,990.      MT  (+/- 180 meters Scaled)
 LH0413
 LH0413                          SUPERSEDED SURVEY CONTROL
 LH0413
 LH0413  NGVD 29 (??/??/92)  622.161  (m)         2041.21   (f) ADJ UNCH    1 2
 LH0413
 LH0413.Superseded values are not recommended for survey control.
 LH0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0413.See file dsdata.txt to determine how the superseded data were derived.
 LH0413
 LH0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218343(NAD 83)
 LH0413_MARKER: DB = BENCH MARK DISK
 LH0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0413_STAMPING: E 292 1949
 LH0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0413+STABILITY: SURFACE MOTION
 LH0413
 LH0413  HISTORY     - Date     Condition        Report By
 LH0413  HISTORY     - 1949     MONUMENTED       CGS
 LH0413  HISTORY     - 1960     MARK NOT FOUND   NGS
 LH0413
 LH0413                          STATION DESCRIPTION
 LH0413
 LH0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0413'5.6 MI S FROM ST MICHAEL.
 LH0413'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0413'ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2,
 LH0413'THENCE 3.2 MILES SOUTHERLY ALONG A COUNTY ROAD, AT THE NORTHWEST
 LH0413'CORNER OF SECTION 1, T. 11 N., R. 13 W., IN THE SOUTHEAST
 LH0413'QUARTER OF A PUBLIC ROAD CROSSING, 36 FEET EAST OF THE CENTER
 LH0413'LINE OF THE NORTH-SOUTH ROAD, 30 FEET SOUTH OF THE CENTER LINE
 LH0413'OF THE EAST-WEST ROAD, 17 FEET SOUTHEAST OF THE CENTER LINE OF
 LH0413'THE EAST END OF A PIPE CULVERT, 2.2 FEET EAST OF A TELEPHONE
 LH0413'POLE, 1.3 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP
 LH0413'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0413'ABOVE THE GROUND.
 LH0413
 LH0413                          STATION RECOVERY (1960)
 LH0413
 LH0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LH0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0644 ***********************************************************************
 LH0644  DESIGNATION -  E 293
 LH0644  PID         -  LH0644
 LH0644  STATE/COUNTY-  NE/BUFFALO
 LH0644  USGS QUAD   -  PLEASANTON SE (1974)
 LH0644
 LH0644                         *CURRENT SURVEY CONTROL
 LH0644  ___________________________________________________________________
 LH0644* NAD 83(1986)-  40 45 54.     (N)    099 07 19.     (W)     SCALED    
 LH0644* NAVD 88     -       660.004  (meters)    2165.36   (feet)  ADJUSTED  
 LH0644  ___________________________________________________________________
 LH0644  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 LH0644  DYNAMIC HT  -         659.633 (meters)    2164.15  (feet)  COMP
 LH0644  MODELED GRAV-     980,041.6   (mgal)                       NAVD 88
 LH0644
 LH0644  VERT ORDER  -  SECOND    CLASS 0
 LH0644
 LH0644.The horizontal coordinates were scaled from a topographic map and have
 LH0644.an estimated accuracy of +/- 6 seconds.
 LH0644
 LH0644.The orthometric height was determined by differential leveling
 LH0644.and adjusted by the National Geodetic Survey in June 1991..
 LH0644
 LH0644.The geoid height was determined by GEOID03.
 LH0644
 LH0644.The dynamic height is computed by dividing the NAVD 88
 LH0644.geopotential number by the normal gravity value computed on the
 LH0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0644.degrees latitude (g = 980.6199 gals.).
 LH0644
 LH0644.The modeled gravity was interpolated from observed gravity values.
 LH0644
 LH0644;                    North         East    Units  Estimated Accuracy
 LH0644;SPC NE       -   103,820.      574,120.      MT  (+/- 180 meters Scaled)
 LH0644
 LH0644                          SUPERSEDED SURVEY CONTROL
 LH0644
 LH0644  NGVD 29 (??/??/92)  659.755  (m)         2164.55   (f) ADJ UNCH    2 0
 LH0644
 LH0644.Superseded values are not recommended for survey control.
 LH0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0644.See file dsdata.txt to determine how the superseded data were derived.
 LH0644
 LH0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML897126(NAD 83)
 LH0644_MARKER: DB = BENCH MARK DISK
 LH0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0644_STAMPING: E 293 1949
 LH0644_MARK LOGO: CGS   
 LH0644_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0644+STABILITY: SURFACE MOTION
 LH0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0644+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 LH0644
 LH0644  HISTORY     - Date     Condition        Report By
 LH0644  HISTORY     - 1949     MONUMENTED       CGS
 LH0644  HISTORY     - 19930726 GOOD             NGS
 LH0644
 LH0644                          STATION DESCRIPTION
 LH0644
 LH0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0644'2.2 MI NW FROM GLENWOOD PARK.
 LH0644'2.2 MILES NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE GLENWOOD
 LH0644'PARK STATION SIGN AT GLENWOOD PARK, AT A T-JUNCTION OF ROADS,
 LH0644'138 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET NORTH
 LH0644'OF THE CENTER LINE OF THE SIDE ROAD LEADING WEST, 5 FEET WEST OF
 LH0644'A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE, 1.5 FEET EAST OF A
 LH0644'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0644'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE--THIS
 LH0644'BENCH MARK IS LOCATED 0.9 MILE SOUTHEAST OF BENCH MARK D 293.
 LH0644
 LH0644                          STATION RECOVERY (1993)
 LH0644
 LH0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0644'ABOUT 2.5 MILES (4.0 KM) NORTHWEST FROM GLENWOOD PARK, ON THE NORTH
 LH0644'RIGHT-OF-WAY OF A GRADED COUNTY ROAD AND IN THE SE CORNER OF SEC9,
 LH0644'T9N, R16W. TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 10
 LH0644'AND 40, AT GLENWOOD PARK, GO NORTHEAST ON HIGHWAY 4O FOR 2.2 MI (3.5
 LH0644'KM) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON THE GRADED ROAD FOR
 LH0644'0.55 MI (0.89 KM) TO A T-ROAD ON THE RIGHT AND THE MARK ON THE RIGHT,
 LH0644'138 FT (42.1 M) WEST FROM THE CENTERLINE OF THE NORTH/SOUTH ROAD, 33
 LH0644'FT (10.1 M) NORTH FROM THE CENTERLINE OF THE ROAD LEADING WEST, 1.0 FT
 LH0644'(0.3 M) SOUTH FROM A WITNESS POST AND SET INTO THE TOP OF A ROUND
 LH0644'CONCRETE POST THAT PROJECTS ABOUT 0.2 FT (6.1 CM) ABOVE THE GROUND
 LH0644'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0626 ***********************************************************************
 LH0626  DESIGNATION -  E 294
 LH0626  PID         -  LH0626
 LH0626  STATE/COUNTY-  NE/BUFFALO
 LH0626  USGS QUAD   -  AMHERST (1983)
 LH0626
 LH0626                         *CURRENT SURVEY CONTROL
 LH0626  ___________________________________________________________________
 LH0626* NAD 83(1986)-  40 52 22.     (N)    099 15 13.     (W)     SCALED    
 LH0626* NAVD 88     -       723.179  (meters)    2372.63   (feet)  ADJUSTED  
 LH0626  ___________________________________________________________________
 LH0626  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 LH0626  DYNAMIC HT  -         722.769 (meters)    2371.28  (feet)  COMP
 LH0626  MODELED GRAV-     980,032.8   (mgal)                       NAVD 88
 LH0626
 LH0626  VERT ORDER  -  SECOND    CLASS 0
 LH0626
 LH0626.The horizontal coordinates were scaled from a topographic map and have
 LH0626.an estimated accuracy of +/- 6 seconds.
 LH0626
 LH0626.The orthometric height was determined by differential leveling
 LH0626.and adjusted by the National Geodetic Survey in June 1991..
 LH0626
 LH0626.The geoid height was determined by GEOID03.
 LH0626
 LH0626.The dynamic height is computed by dividing the NAVD 88
 LH0626.geopotential number by the normal gravity value computed on the
 LH0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0626.degrees latitude (g = 980.6199 gals.).
 LH0626
 LH0626.The modeled gravity was interpolated from observed gravity values.
 LH0626
 LH0626;                    North         East    Units  Estimated Accuracy
 LH0626;SPC NE       -   115,680.      562,900.      MT  (+/- 180 meters Scaled)
 LH0626
 LH0626                          SUPERSEDED SURVEY CONTROL
 LH0626
 LH0626  NGVD 29 (??/??/92)  722.922  (m)         2371.79   (f) ADJ UNCH    2 0
 LH0626
 LH0626.Superseded values are not recommended for survey control.
 LH0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0626.See file dsdata.txt to determine how the superseded data were derived.
 LH0626
 LH0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML786246(NAD 83)
 LH0626_MARKER: DB = BENCH MARK DISK
 LH0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0626_STAMPING: E 294 1949
 LH0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0626+STABILITY: SURFACE MOTION
 LH0626
 LH0626  HISTORY     - Date     Condition        Report By
 LH0626  HISTORY     - 1949     MONUMENTED       CGS
 LH0626
 LH0626                          STATION DESCRIPTION
 LH0626
 LH0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0626'2.9 MI N FROM AMHERST.
 LH0626'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0626'AMHERST, AT THE SOUTHWEST CORNER OF SECTION 34, T. 11 N.,
 LH0626'R. 17 W., IN THE NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING,
 LH0626'ALONG AN EAST-WEST POWER LINE, 163 FEET EAST OF THE CENTER
 LH0626'LINE OF THE NORTH-SOUTH ROAD, 34 FEET NORTH OF THE CENTER
 LH0626'LINE OF THE EAST-WEST ROAD, 1.2 FEET SOUTH OF A FENCE, 1.9 FEET
 LH0626'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LH0626'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0553 ***********************************************************************
 LH0553  DESIGNATION -  E 295
 LH0553  PID         -  LH0553
 LH0553  STATE/COUNTY-  NE/BUFFALO
 LH0553  USGS QUAD   -  ALFALFA CENTER (1974)
 LH0553
 LH0553                         *CURRENT SURVEY CONTROL
 LH0553  ___________________________________________________________________
 LH0553* NAD 83(1986)-  40 43 43.     (N)    099 14 10.     (W)     SCALED    
 LH0553* NAVD 88     -       707.816  (meters)    2322.23   (feet)  ADJUSTED  
 LH0553  ___________________________________________________________________
 LH0553  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 LH0553  DYNAMIC HT  -         707.412 (meters)    2320.90  (feet)  COMP
 LH0553  MODELED GRAV-     980,030.7   (mgal)                       NAVD 88
 LH0553
 LH0553  VERT ORDER  -  SECOND    CLASS 0
 LH0553
 LH0553.The horizontal coordinates were scaled from a topographic map and have
 LH0553.an estimated accuracy of +/- 6 seconds.
 LH0553
 LH0553.The orthometric height was determined by differential leveling
 LH0553.and adjusted by the National Geodetic Survey in June 1991..
 LH0553
 LH0553.The geoid height was determined by GEOID03.
 LH0553
 LH0553.The dynamic height is computed by dividing the NAVD 88
 LH0553.geopotential number by the normal gravity value computed on the
 LH0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0553.degrees latitude (g = 980.6199 gals.).
 LH0553
 LH0553.The modeled gravity was interpolated from observed gravity values.
 LH0553
 LH0553;                    North         East    Units  Estimated Accuracy
 LH0553;SPC NE       -    99,690.      564,520.      MT  (+/- 180 meters Scaled)
 LH0553
 LH0553                          SUPERSEDED SURVEY CONTROL
 LH0553
 LH0553  NGVD 29 (??/??/92)  707.563  (m)         2321.40   (f) ADJ UNCH    2 0
 LH0553
 LH0553.Superseded values are not recommended for survey control.
 LH0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0553.See file dsdata.txt to determine how the superseded data were derived.
 LH0553
 LH0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML800086(NAD 83)
 LH0553_MARKER: DB = BENCH MARK DISK
 LH0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0553_STAMPING: E 295 1949
 LH0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0553+STABILITY: SURFACE MOTION
 LH0553
 LH0553  HISTORY     - Date     Condition        Report By
 LH0553  HISTORY     - 1949     MONUMENTED       CGS
 LH0553
 LH0553                          STATION DESCRIPTION
 LH0553
 LH0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0553'8.4 MI SE FROM AMHERST.
 LH0553'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0553'PACIFIC RAILROAD STATION AT AMHERST, THENCE 6.2 MILES SOUTH
 LH0553'ALONG A COUNTY ROAD, AT THE SOUTHEAST CORNER OF SECTION 22,
 LH0553'T. 9 N. R. 17 W., AT A T-JUNCTION OF ROADS, 40 FEET NORTH OF THE
 LH0553'PROJECTED CENTER LINE OF THE SIDE ROAD LEADING EAST, 35 FEET
 LH0553'NORTH OF A 3-WAY CORNER FENCE POST, 28 FEET WEST OF THE CENTER LINE
 LH0553'OF THE NORTH-SOUTH ROAD, 13 FEET SOUTH OF THE CENTER LINE OF A
 LH0553'GATE, 1.1 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A REFERENCE
 LH0553'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 LH0553'AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0936 ***********************************************************************
 MJ0936  DESIGNATION -  E 296
 MJ0936  PID         -  MJ0936
 MJ0936  STATE/COUNTY-  NE/CASS
 MJ0936  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0936
 MJ0936                         *CURRENT SURVEY CONTROL
 MJ0936  ___________________________________________________________________
 MJ0936* NAD 83(1986)-  41 00 07.     (N)    095 59 20.     (W)     SCALED    
 MJ0936* NAVD 88     -       347.024  (meters)    1138.53   (feet)  ADJUSTED  
 MJ0936  ___________________________________________________________________
 MJ0936  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 MJ0936  DYNAMIC HT  -         346.881 (meters)    1138.06  (feet)  COMP
 MJ0936  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 MJ0936
 MJ0936  VERT ORDER  -  SECOND    CLASS 0
 MJ0936
 MJ0936.The horizontal coordinates were scaled from a topographic map and have
 MJ0936.an estimated accuracy of +/- 6 seconds.
 MJ0936
 MJ0936.The orthometric height was determined by differential leveling
 MJ0936.and adjusted by the National Geodetic Survey in June 1991..
 MJ0936
 MJ0936.The geoid height was determined by GEOID03.
 MJ0936
 MJ0936.The dynamic height is computed by dividing the NAVD 88
 MJ0936.geopotential number by the normal gravity value computed on the
 MJ0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0936.degrees latitude (g = 980.6199 gals.).
 MJ0936
 MJ0936.The modeled gravity was interpolated from observed gravity values.
 MJ0936
 MJ0936;                    North         East    Units  Estimated Accuracy
 MJ0936;SPC NE       -   137,570.      837,240.      MT  (+/- 180 meters Scaled)
 MJ0936
 MJ0936                          SUPERSEDED SURVEY CONTROL
 MJ0936
 MJ0936  NGVD 29 (??/??/92)  346.927  (m)         1138.21   (f) ADJ UNCH    2 0
 MJ0936
 MJ0936.Superseded values are not recommended for survey control.
 MJ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0936.See file dsdata.txt to determine how the superseded data were derived.
 MJ0936
 MJ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF486432(NAD 83)
 MJ0936_MARKER: DB = BENCH MARK DISK
 MJ0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0936_STAMPING: E 296 1949
 MJ0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0936+STABILITY: SURFACE MOTION
 MJ0936
 MJ0936  HISTORY     - Date     Condition        Report By
 MJ0936  HISTORY     - 1949     MONUMENTED       CGS
 MJ0936  HISTORY     - 1975     GOOD             LOCSUR
 MJ0936
 MJ0936                          STATION DESCRIPTION
 MJ0936
 MJ0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MJ0936'5.8 MI SW FROM PLATTSMOUTH.
 MJ0936'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 MJ0936'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73 AND 34,
 MJ0936'THENCE 4.9 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE ROAD, ON
 MJ0936'THE CREST OF A SMALL KNOLL, 115 YARDS (PACED) SOUTHWEST OF THE
 MJ0936'CENTER LINE OF A DIRT ROAD LEADING NORTH, 40 FEET SOUTH OF THE
 MJ0936'CENTER LINE OF THE PLATTSMOUTH-LOUISVILLE ROAD, 9.5 FEET SOUTH OF
 MJ0936'A FENCE LINE, 1.6 FEET EAST OF A POWER LINE POLE, 1.3 FEET WEST
 MJ0936'OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 MJ0936'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MJ0936
 MJ0936                          STATION RECOVERY (1975)
 MJ0936
 MJ0936'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 MJ0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0158 ***********************************************************************
 LG0158  DESIGNATION -  E 297
 LG0158  PID         -  LG0158
 LG0158  STATE/COUNTY-  NE/CASS
 LG0158  USGS QUAD   -  AVOCA (1966)
 LG0158
 LG0158                         *CURRENT SURVEY CONTROL
 LG0158  ___________________________________________________________________
 LG0158* NAD 83(1986)-  40 52 03.     (N)    096 02 42.     (W)     SCALED    
 LG0158* NAVD 88     -       349.239  (meters)    1145.80   (feet)  ADJUSTED  
 LG0158  ___________________________________________________________________
 LG0158  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 LG0158  DYNAMIC HT  -         349.089 (meters)    1145.30  (feet)  COMP
 LG0158  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 LG0158
 LG0158  VERT ORDER  -  SECOND    CLASS 0
 LG0158
 LG0158.The horizontal coordinates were scaled from a topographic map and have
 LG0158.an estimated accuracy of +/- 6 seconds.
 LG0158
 LG0158.The orthometric height was determined by differential leveling
 LG0158.and adjusted by the National Geodetic Survey in June 1991..
 LG0158
 LG0158.The geoid height was determined by GEOID03.
 LG0158
 LG0158.The dynamic height is computed by dividing the NAVD 88
 LG0158.geopotential number by the normal gravity value computed on the
 LG0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0158.degrees latitude (g = 980.6199 gals.).
 LG0158
 LG0158.The modeled gravity was interpolated from observed gravity values.
 LG0158
 LG0158;                    North         East    Units  Estimated Accuracy
 LG0158;SPC NE       -   122,440.      833,210.      MT  (+/- 180 meters Scaled)
 LG0158
 LG0158                          SUPERSEDED SURVEY CONTROL
 LG0158
 LG0158  NGVD 29 (??/??/92)  349.146  (m)         1145.49   (f) ADJ UNCH    2 0
 LG0158
 LG0158.Superseded values are not recommended for survey control.
 LG0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0158.See file dsdata.txt to determine how the superseded data were derived.
 LG0158
 LG0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL490282(NAD 83)
 LG0158_MARKER: DB = BENCH MARK DISK
 LG0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0158_STAMPING: E 297 1949
 LG0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0158+STABILITY: SURFACE MOTION
 LG0158
 LG0158  HISTORY     - Date     Condition        Report By
 LG0158  HISTORY     - 1949     MONUMENTED       CGS
 LG0158
 LG0158                          STATION DESCRIPTION
 LG0158
 LG0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0158'9.6 MI SW FROM MURRAY.
 LG0158'6.3 MILES WEST ALONG STATE HIGHWAY 1 FROM THE MISSOURI PACIFIC
 LG0158'RAILROAD STATION AT MURRAY, THENCE 3.25 MILES SOUTH ALONG A
 LG0158'GRAVELED ROAD, 72 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 LG0158'ABANDONED FARMHOUSE, 28 FEET EAST OF THE CENTER LINE OF THE
 LG0158'GRAVELED ROAD, 18 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVE
 LG0158'LEADING EAST, 6.4 FEET NORTHEAST OF AN 18 INCH ELM TREE,
 LG0158'1.8 FEET EAST OF A WOVEN WIRE FENCE, 1.0 FEET SOUTH OF A WITNESS
 LG0158'POST, SET IN THE TOP OF A 5 FOOT CONCRETE POST WHICH PROJECTS
 LG0158'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1014 ***********************************************************************
 MK1014  DESIGNATION -  E 298
 MK1014  PID         -  MK1014
 MK1014  STATE/COUNTY-  NE/SAUNDERS
 MK1014  USGS QUAD   -  WAHOO EAST (1983)
 MK1014
 MK1014                         *CURRENT SURVEY CONTROL
 MK1014  ___________________________________________________________________
 MK1014* NAD 83(1986)-  41 12 04.     (N)    096 36 10.     (W)     SCALED    
 MK1014* NAVD 88     -       355.332  (meters)    1165.79   (feet)  ADJUSTED  
 MK1014  ___________________________________________________________________
 MK1014  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 MK1014  DYNAMIC HT  -         355.162 (meters)    1165.23  (feet)  COMP
 MK1014  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 MK1014
 MK1014  VERT ORDER  -  SECOND    CLASS 0
 MK1014
 MK1014.The horizontal coordinates were scaled from a topographic map and have
 MK1014.an estimated accuracy of +/- 6 seconds.
 MK1014
 MK1014.The orthometric height was determined by differential leveling
 MK1014.and adjusted by the National Geodetic Survey in June 1991..
 MK1014
 MK1014.The geoid height was determined by GEOID03.
 MK1014
 MK1014.The dynamic height is computed by dividing the NAVD 88
 MK1014.geopotential number by the normal gravity value computed on the
 MK1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1014.degrees latitude (g = 980.6199 gals.).
 MK1014
 MK1014.The modeled gravity was interpolated from observed gravity values.
 MK1014
 MK1014;                    North         East    Units  Estimated Accuracy
 MK1014;SPC NE       -   157,450.      784,790.      MT  (+/- 180 meters Scaled)
 MK1014
 MK1014                          SUPERSEDED SURVEY CONTROL
 MK1014
 MK1014  NGVD 29 (??/??/92)  355.189  (m)         1165.32   (f) ADJ UNCH    2 0
 MK1014
 MK1014.Superseded values are not recommended for survey control.
 MK1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1014.See file dsdata.txt to determine how the superseded data were derived.
 MK1014
 MK1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL010638(NAD 83)
 MK1014_MARKER: DB = BENCH MARK DISK
 MK1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1014_SP_SET: BRIDGE
 MK1014_STAMPING: E 298 1950
 MK1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1014
 MK1014  HISTORY     - Date     Condition        Report By
 MK1014  HISTORY     - 1950     MONUMENTED       CGS
 MK1014  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MK1014
 MK1014                          STATION DESCRIPTION
 MK1014
 MK1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1014'1.6 MI SE FROM WAHOO.
 MK1014'0.3 MILE SOUTH ALONG U.S. HIGHWAYS 77 AND 30 A FROM THE COURTHOUSE
 MK1014'AT WAHOO, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.3
 MK1014'MILE SOUTH ALONG A GRAVELED ROAD, 0.3 MILE SOUTH OF A CEMETERY,
 MK1014'9 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 MK1014'SOUTHEAST END OF THE NORTHWEST WINGWALL OF A STEEL BRIDGE OVER
 MK1014'SAND CREEK, 9.4 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 MK1014'WINGWALL, ABOUT LEVEL WITH THE ROAD.
 MK1014
 MK1014                          STATION RECOVERY (1984)
 MK1014
 MK1014'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0768 ***********************************************************************
 MK0768  DESIGNATION -  E 300
 MK0768  PID         -  MK0768
 MK0768  STATE/COUNTY-  NE/DOUGLAS
 MK0768  USGS QUAD   -  VALLEY (1983)
 MK0768
 MK0768                         *CURRENT SURVEY CONTROL
 MK0768  ___________________________________________________________________
 MK0768* NAD 83(1986)-  41 16 49.     (N)    096 20 26.     (W)     SCALED    
 MK0768* NAVD 88     -       344.849  (meters)    1131.39   (feet)  ADJUSTED  
 MK0768  ___________________________________________________________________
 MK0768  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MK0768  DYNAMIC HT  -         344.691 (meters)    1130.87  (feet)  COMP
 MK0768  MODELED GRAV-     980,155.4   (mgal)                       NAVD 88
 MK0768
 MK0768  VERT ORDER  -  SECOND    CLASS 0
 MK0768
 MK0768.The horizontal coordinates were scaled from a topographic map and have
 MK0768.an estimated accuracy of +/- 6 seconds.
 MK0768
 MK0768.The orthometric height was determined by differential leveling
 MK0768.and adjusted by the National Geodetic Survey in June 1991..
 MK0768
 MK0768.The geoid height was determined by GEOID03.
 MK0768
 MK0768.The dynamic height is computed by dividing the NAVD 88
 MK0768.geopotential number by the normal gravity value computed on the
 MK0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0768.degrees latitude (g = 980.6199 gals.).
 MK0768
 MK0768.The modeled gravity was interpolated from observed gravity values.
 MK0768
 MK0768;                    North         East    Units  Estimated Accuracy
 MK0768;SPC NE       -   167,130.      806,390.      MT  (+/- 180 meters Scaled)
 MK0768
 MK0768                          SUPERSEDED SURVEY CONTROL
 MK0768
 MK0768  NGVD 29 (??/??/92)  344.716  (m)         1130.96   (f) ADJ UNCH    2 0
 MK0768
 MK0768.Superseded values are not recommended for survey control.
 MK0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0768.See file dsdata.txt to determine how the superseded data were derived.
 MK0768
 MK0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL227732(NAD 83)
 MK0768_MARKER: DB = BENCH MARK DISK
 MK0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0768_STAMPING: E 300 1950
 MK0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0768+STABILITY: SURFACE MOTION
 MK0768
 MK0768  HISTORY     - Date     Condition        Report By
 MK0768  HISTORY     - 1950     MONUMENTED       CGS
 MK0768  HISTORY     - 1976     GOOD             LOCSUR
 MK0768
 MK0768                          STATION DESCRIPTION
 MK0768
 MK0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0768'2.4 MI S FROM VALLEY.
 MK0768'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT VALLEY,
 MK0768'THENCE 0.3 MILE EAST ALONG A GRAVELED STREET, THENCE 1.3 MILES
 MK0768'SOUTH ALONG STATE HIGHWAY 93, THENCE 0.7 MILE SOUTH ALONG A
 MK0768'GRAVELED ROAD, AT THE FARM HOME OF EDWARD H. SCHNELDER, 86 FEET
 MK0768'SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 81 FEET WEST OF
 MK0768'THE CENTER LINE OF THE ROAD, 12 FEET NORTH OF THE NORTHEAST
 MK0768'CORNER OF THE FARMHOUSE, 47 FEET EAST OF THE CENTER OF A GATE,
 MK0768'1 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 MK0768'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK0768
 MK0768                          STATION RECOVERY (1976)
 MK0768
 MK0768'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0799 ***********************************************************************
 MK0799  DESIGNATION -  E 301
 MK0799  PID         -  MK0799
 MK0799  STATE/COUNTY-  NE/SARPY
 MK0799  USGS QUAD   -  WANN (1981)
 MK0799
 MK0799                         *CURRENT SURVEY CONTROL
 MK0799  ___________________________________________________________________
 MK0799* NAD 83(1986)-  41 09 21.     (N)    096 17 31.     (W)     SCALED    
 MK0799* NAVD 88     -       337.899  (meters)    1108.59   (feet)  ADJUSTED  
 MK0799  ___________________________________________________________________
 MK0799  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 MK0799  DYNAMIC HT  -         337.756 (meters)    1108.12  (feet)  COMP
 MK0799  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 MK0799
 MK0799  VERT ORDER  -  SECOND    CLASS 0
 MK0799
 MK0799.The horizontal coordinates were scaled from a topographic map and have
 MK0799.an estimated accuracy of +/- 6 seconds.
 MK0799
 MK0799.The orthometric height was determined by differential leveling
 MK0799.and adjusted by the National Geodetic Survey in June 1991..
 MK0799
 MK0799.The geoid height was determined by GEOID03.
 MK0799
 MK0799.The dynamic height is computed by dividing the NAVD 88
 MK0799.geopotential number by the normal gravity value computed on the
 MK0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0799.degrees latitude (g = 980.6199 gals.).
 MK0799
 MK0799.The modeled gravity was interpolated from observed gravity values.
 MK0799
 MK0799;                    North         East    Units  Estimated Accuracy
 MK0799;SPC NE       -   153,500.      811,050.      MT  (+/- 180 meters Scaled)
 MK0799
 MK0799                          SUPERSEDED SURVEY CONTROL
 MK0799
 MK0799  NGVD 29 (??/??/92)  337.786  (m)         1108.22   (f) ADJ UNCH    2 0
 MK0799
 MK0799.Superseded values are not recommended for survey control.
 MK0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0799.See file dsdata.txt to determine how the superseded data were derived.
 MK0799
 MK0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL272595(NAD 83)
 MK0799_MARKER: DB = BENCH MARK DISK
 MK0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0799_STAMPING: E 301 1950
 MK0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0799+STABILITY: SURFACE MOTION
 MK0799
 MK0799  HISTORY     - Date     Condition        Report By
 MK0799  HISTORY     - 1950     MONUMENTED       CGS
 MK0799
 MK0799                          STATION DESCRIPTION
 MK0799
 MK0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0799'3.8 MI NW FROM GRETNA.
 MK0799'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0799'GRETNA, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK0799'0.3 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTH
 MK0799'ALONG A GRAVELED ROAD, 500 FEET SOUTHEAST OF A FARMHOUSE, 124
 MK0799'FEET SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY,
 MK0799'39 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 23
 MK0799'FEET SOUTHEAST OF A POWER POLE, 14 FEET SOUTH OF THE CENTER
 MK0799'OF A WOODEN GATE, 3.7 FEET SOUTHWEST OF THE SOUTHEAST LEG OF A
 MK0799'WINDMILL TOWER, 2.0 FEET WEST OF A WITNESS POST, SET IN THE
 MK0799'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0861 ***********************************************************************
 MK0861  DESIGNATION -  E 302 RESET
 MK0861  PID         -  MK0861
 MK0861  STATE/COUNTY-  NE/DOUGLAS
 MK0861  USGS QUAD   -  LESHARA (1968)
 MK0861
 MK0861                         *CURRENT SURVEY CONTROL
 MK0861  ___________________________________________________________________
 MK0861* NAD 83(1986)-  41 19 09.     (N)    096 24 24.     (W)     SCALED    
 MK0861* NAVD 88     -       353.31   (meters)    1159.2    (feet)  RESET     
 MK0861  ___________________________________________________________________
 MK0861  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 MK0861
 MK0861  VERT ORDER  -  THIRD
 MK0861
 MK0861.The horizontal coordinates were scaled from a topographic map and have
 MK0861.an estimated accuracy of +/- 6 seconds.
 MK0861
 MK0861.The orthometric height was computed from unverified reset data.
 MK0861
 MK0861.The geoid height was determined by GEOID03.
 MK0861
 MK0861;                    North         East    Units  Estimated Accuracy
 MK0861;SPC NE       -   171,210.      800,680.      MT  (+/- 180 meters Scaled)
 MK0861
 MK0861                          SUPERSEDED SURVEY CONTROL
 MK0861
 MK0861  NGVD 29 (??/??/??)  353.17   (m)         1158.7    (f) RESET       3  
 MK0861
 MK0861.Superseded values are not recommended for survey control.
 MK0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0861.See file dsdata.txt to determine how the superseded data were derived.
 MK0861
 MK0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL170774(NAD 83)
 MK0861_MARKER: DB = BENCH MARK DISK
 MK0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0861_SP_SET: PIER
 MK0861_STAMPING: E 302 RESET 1957
 MK0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0861
 MK0861  HISTORY     - Date     Condition        Report By
 MK0861  HISTORY     - 1957     MONUMENTED       NEDR
 MK0861
 MK0861                          STATION DESCRIPTION
 MK0861
 MK0861'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK0861'3 MI W FROM VALLEY.
 MK0861'3 MILES WEST ALONG STATE HIGHWAY 64 FROM THE VALLEY FEED YARD
 MK0861'TOWER AT VALLEY, SET IN TOP OF THIRD PIER FROM THE EAST END OF
 MK0861'THE NEW BRIDGE OVER THE EAST CHANNEL OF THE PLATTE RIVER, IN
 MK0861'THE SOUTH END OF THE PIER, 2 FEET BELOW THE ROADWAY AND 14 FEET
 MK0861'SOUTH OF THE CENTERLINE OF THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0719 ***********************************************************************
 MK0719  DESIGNATION -  E 303
 MK0719  PID         -  MK0719
 MK0719  STATE/COUNTY-  NE/SAUNDERS
 MK0719  USGS QUAD   -  MEAD (1981)
 MK0719
 MK0719                         *CURRENT SURVEY CONTROL
 MK0719  ___________________________________________________________________
 MK0719* NAD 83(1986)-  41 14 54.     (N)    096 24 26.     (W)     SCALED    
 MK0719* NAVD 88     -       372.001  (meters)    1220.47   (feet)  ADJUSTED  
 MK0719  ___________________________________________________________________
 MK0719  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 MK0719  DYNAMIC HT  -         371.827 (meters)    1219.90  (feet)  COMP
 MK0719  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 MK0719
 MK0719  VERT ORDER  -  SECOND    CLASS 0
 MK0719
 MK0719.The horizontal coordinates were scaled from a topographic map and have
 MK0719.an estimated accuracy of +/- 6 seconds.
 MK0719
 MK0719.The orthometric height was determined by differential leveling
 MK0719.and adjusted by the National Geodetic Survey in June 1991..
 MK0719
 MK0719.The geoid height was determined by GEOID03.
 MK0719
 MK0719.The dynamic height is computed by dividing the NAVD 88
 MK0719.geopotential number by the normal gravity value computed on the
 MK0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0719.degrees latitude (g = 980.6199 gals.).
 MK0719
 MK0719.The modeled gravity was interpolated from observed gravity values.
 MK0719
 MK0719;                    North         East    Units  Estimated Accuracy
 MK0719;SPC NE       -   163,360.      800,960.      MT  (+/- 180 meters Scaled)
 MK0719
 MK0719                          SUPERSEDED SURVEY CONTROL
 MK0719
 MK0719  NGVD 29 (??/??/92)  371.862  (m)         1220.02   (f) ADJ UNCH    2 0
 MK0719
 MK0719.Superseded values are not recommended for survey control.
 MK0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0719.See file dsdata.txt to determine how the superseded data were derived.
 MK0719
 MK0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL172695(NAD 83)
 MK0719_MARKER: DB = BENCH MARK DISK
 MK0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0719_STAMPING: E 303 1950
 MK0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0719+STABILITY: SURFACE MOTION
 MK0719
 MK0719  HISTORY     - Date     Condition        Report By
 MK0719  HISTORY     - 1950     MONUMENTED       CGS
 MK0719
 MK0719                          STATION DESCRIPTION
 MK0719
 MK0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0719'0.8 MI NW FROM YUTAN.
 MK0719'0.1 MILE WEST ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK0719'RAILROAD STATION AT YUTAN, THENCE 0.3 MILE NORTH ALONG A GRAVELED
 MK0719'STREET, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, AT A ROAD
 MK0719'INTERSECTION, 61 FEET WEST OF THE CENTER LINE OF A GRAVELED
 MK0719'ROAD, 26 FEET SOUTHWEST OF A BRACED TELEPHONE POLE, 41 FEET
 MK0719'NORTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, 2.0
 MK0719'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK0719'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1047 ***********************************************************************
 MK1047  DESIGNATION -  E 304
 MK1047  PID         -  MK1047
 MK1047  STATE/COUNTY-  NE/SAUNDERS
 MK1047  USGS QUAD   -  COLON (1969)
 MK1047
 MK1047                         *CURRENT SURVEY CONTROL
 MK1047  ___________________________________________________________________
 MK1047* NAD 83(1986)-  41 18 25.     (N)    096 32 31.     (W)     SCALED    
 MK1047* NAVD 88     -       382.329  (meters)    1254.36   (feet)  ADJUSTED  
 MK1047  ___________________________________________________________________
 MK1047  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 MK1047  DYNAMIC HT  -         382.149 (meters)    1253.77  (feet)  COMP
 MK1047  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 MK1047
 MK1047  VERT ORDER  -  SECOND    CLASS 0
 MK1047
 MK1047.The horizontal coordinates were scaled from a topographic map and have
 MK1047.an estimated accuracy of +/- 6 seconds.
 MK1047
 MK1047.The orthometric height was determined by differential leveling
 MK1047.and adjusted by the National Geodetic Survey in June 1991..
 MK1047
 MK1047.The geoid height was determined by GEOID03.
 MK1047
 MK1047.The dynamic height is computed by dividing the NAVD 88
 MK1047.geopotential number by the normal gravity value computed on the
 MK1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1047.degrees latitude (g = 980.6199 gals.).
 MK1047
 MK1047.The modeled gravity was interpolated from observed gravity values.
 MK1047
 MK1047;                    North         East    Units  Estimated Accuracy
 MK1047;SPC NE       -   169,400.      789,420.      MT  (+/- 180 meters Scaled)
 MK1047
 MK1047                          SUPERSEDED SURVEY CONTROL
 MK1047
 MK1047  NGVD 29 (??/??/92)  382.178  (m)         1253.86   (f) ADJ UNCH    2 0
 MK1047
 MK1047.Superseded values are not recommended for survey control.
 MK1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1047.See file dsdata.txt to determine how the superseded data were derived.
 MK1047
 MK1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL057757(NAD 83)
 MK1047_MARKER: DB = BENCH MARK DISK
 MK1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1047_STAMPING: E 304 1950
 MK1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1047+STABILITY: SURFACE MOTION
 MK1047
 MK1047  HISTORY     - Date     Condition        Report By
 MK1047  HISTORY     - 1950     MONUMENTED       CGS
 MK1047
 MK1047                          STATION DESCRIPTION
 MK1047
 MK1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1047'4.2 MI E FROM COLON.
 MK1047'0.4 MILE EAST OF A GRAVELED STREET FROM THE CHICAGO AND NORTH
 MK1047'WESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILE NORTH
 MK1047'ALONG STATE HIGHWAY 109, THENCE 3.1 MILES EAST ALONG STATE
 MK1047'HIGHWAY 64, AT THE FARM HOME OF C. CLOUSE, 152 FEET SOUTH OF THE
 MK1047'CENTER LINE OF THE HIGHWAY, 66 FEET WEST OF THE SOUTHWEST CORNER
 MK1047'OF THE FARMHOUSE, 83 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MK1047'OF A BARN, 41 FEET NORTHWEST OF A WELL, 3.7 FEET SOUTH OF A POWER
 MK1047'POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MK1047'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0594 ***********************************************************************
 MK0594  DESIGNATION -  E 305
 MK0594  PID         -  MK0594
 MK0594  STATE/COUNTY-  NE/DOUGLAS
 MK0594  USGS QUAD   -  VALLEY (1983)
 MK0594
 MK0594                         *CURRENT SURVEY CONTROL
 MK0594  ___________________________________________________________________
 MK0594* NAD 83(1986)-  41 21 47.     (N)    096 18 39.     (W)     SCALED    
 MK0594* NAVD 88     -       346.338  (meters)    1136.28   (feet)  ADJUSTED  
 MK0594  ___________________________________________________________________
 MK0594  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 MK0594  DYNAMIC HT  -         346.174 (meters)    1135.74  (feet)  COMP
 MK0594  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 MK0594
 MK0594  VERT ORDER  -  SECOND    CLASS 0
 MK0594
 MK0594.The horizontal coordinates were scaled from a topographic map and have
 MK0594.an estimated accuracy of +/- 6 seconds.
 MK0594
 MK0594.The orthometric height was determined by differential leveling
 MK0594.and adjusted by the National Geodetic Survey in June 1991..
 MK0594
 MK0594.The geoid height was determined by GEOID03.
 MK0594
 MK0594.The dynamic height is computed by dividing the NAVD 88
 MK0594.geopotential number by the normal gravity value computed on the
 MK0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0594.degrees latitude (g = 980.6199 gals.).
 MK0594
 MK0594.The modeled gravity was interpolated from observed gravity values.
 MK0594
 MK0594;                    North         East    Units  Estimated Accuracy
 MK0594;SPC NE       -   176,420.      808,480.      MT  (+/- 180 meters Scaled)
 MK0594
 MK0594                          SUPERSEDED SURVEY CONTROL
 MK0594
 MK0594  NGVD 29 (??/??/92)  346.196  (m)         1135.81   (f) ADJ UNCH    2 0
 MK0594
 MK0594.Superseded values are not recommended for survey control.
 MK0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0594.See file dsdata.txt to determine how the superseded data were derived.
 MK0594
 MK0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL249825(NAD 83)
 MK0594_MARKER: DB = BENCH MARK DISK
 MK0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0594_STAMPING: E 305 1950
 MK0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0594+STABILITY: SURFACE MOTION
 MK0594
 MK0594  HISTORY     - Date     Condition        Report By
 MK0594  HISTORY     - 1950     MONUMENTED       CGS
 MK0594  HISTORY     - 1976     GOOD             LOCSUR
 MK0594
 MK0594                          STATION DESCRIPTION
 MK0594
 MK0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0594'6 MI NW FROM WATERLOO.
 MK0594'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 130 FROM THE UNION
 MK0594'PACIFIC RAILROAD STATION AT WATERLOO, THENCE 1.0 MILE NORTHWEST
 MK0594'ALONG U.S. HIGHWAY 275, THENCE 4.35 MILES NORTH ALONG A
 MK0594'GRAVELED ROAD, AT THE FARM HOME OF KENNETH GIBLIN, 88 FEET
 MK0594'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 85 FEET
 MK0594'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 47 FEET NORTH
 MK0594'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 33.5 FEET SOUTH OF THE
 MK0594'SOUTHWEST CORNER OF THE FARMHOUSE, 43 FEET NORTHWEST OF A
 MK0594'LIGHT POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MK0594'WITH THE GROUND.
 MK0594
 MK0594                          STATION RECOVERY (1976)
 MK0594
 MK0594'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0360 ***********************************************************************
 ML0360  DESIGNATION -  E 306
 ML0360  PID         -  ML0360
 ML0360  STATE/COUNTY-  NE/HOWARD
 ML0360  USGS QUAD   -  FARWELL (1978)
 ML0360
 ML0360                         *CURRENT SURVEY CONTROL
 ML0360  ___________________________________________________________________
 ML0360* NAD 83(1986)-  41 13 01.     (N)    098 40 19.     (W)     SCALED    
 ML0360* NAVD 88     -       605.427  (meters)    1986.31   (feet)  ADJUSTED  
 ML0360  ___________________________________________________________________
 ML0360  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 ML0360  DYNAMIC HT  -         605.118 (meters)    1985.29  (feet)  COMP
 ML0360  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 ML0360
 ML0360  VERT ORDER  -  SECOND    CLASS 0
 ML0360
 ML0360.The horizontal coordinates were scaled from a topographic map and have
 ML0360.an estimated accuracy of +/- 6 seconds.
 ML0360
 ML0360.The orthometric height was determined by differential leveling
 ML0360.and adjusted by the National Geodetic Survey in June 1991..
 ML0360
 ML0360.The geoid height was determined by GEOID03.
 ML0360
 ML0360.The dynamic height is computed by dividing the NAVD 88
 ML0360.geopotential number by the normal gravity value computed on the
 ML0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0360.degrees latitude (g = 980.6199 gals.).
 ML0360
 ML0360.The modeled gravity was interpolated from observed gravity values.
 ML0360
 ML0360;                    North         East    Units  Estimated Accuracy
 ML0360;SPC NE       -   154,470.      611,330.      MT  (+/- 180 meters Scaled)
 ML0360
 ML0360                          SUPERSEDED SURVEY CONTROL
 ML0360
 ML0360  NGVD 29 (??/??/92)  605.162  (m)         1985.44   (f) ADJ UNCH    2 0
 ML0360
 ML0360.Superseded values are not recommended for survey control.
 ML0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0360.See file dsdata.txt to determine how the superseded data were derived.
 ML0360
 ML0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL274628(NAD 83)
 ML0360_MARKER: DB = BENCH MARK DISK
 ML0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0360_STAMPING: E 306 1950
 ML0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0360+STABILITY: SURFACE MOTION
 ML0360
 ML0360  HISTORY     - Date     Condition        Report By
 ML0360  HISTORY     - 1950     MONUMENTED       CGS
 ML0360
 ML0360                          STATION DESCRIPTION
 ML0360
 ML0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0360'2.3 MI NW FROM FARWELL.
 ML0360'2.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0360'RAILROAD FROM THE STATION AT FARWELL, AT A PRIVATE ROAD CROSSING,
 ML0360'AT THE SOUTHEAST END OF A SHORT FILL, 46 FEET SOUTHWEST OF THE
 ML0360'SOUTHWEST RAIL, 28 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE
 ML0360'ROAD, 17 FEET NORTH OF THE CENTER OF A WIRE GATE, 12 FEET SOUTHWEST
 ML0360'OF A TELEPHONE POLE, 3 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST
 ML0360'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0360'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0226 ***********************************************************************
 ML0226  DESIGNATION -  E 307
 ML0226  PID         -  ML0226
 ML0226  STATE/COUNTY-  NE/NANCE
 ML0226  USGS QUAD   -  BELGRADE SW (1955)
 ML0226
 ML0226                         *CURRENT SURVEY CONTROL
 ML0226  ___________________________________________________________________
 ML0226* NAD 83(1986)-  41 18 29.     (N)    098 09 19.     (W)     SCALED    
 ML0226* NAVD 88     -       530.304  (meters)    1739.84   (feet)  ADJUSTED  
 ML0226  ___________________________________________________________________
 ML0226  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 ML0226  DYNAMIC HT  -         530.051 (meters)    1739.01  (feet)  COMP
 ML0226  MODELED GRAV-     980,130.2   (mgal)                       NAVD 88
 ML0226
 ML0226  VERT ORDER  -  SECOND    CLASS 0
 ML0226
 ML0226.The horizontal coordinates were scaled from a topographic map and have
 ML0226.an estimated accuracy of +/- 6 seconds.
 ML0226
 ML0226.The orthometric height was determined by differential leveling
 ML0226.and adjusted by the National Geodetic Survey in June 1991..
 ML0226
 ML0226.The geoid height was determined by GEOID03.
 ML0226
 ML0226.The dynamic height is computed by dividing the NAVD 88
 ML0226.geopotential number by the normal gravity value computed on the
 ML0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0226.degrees latitude (g = 980.6199 gals.).
 ML0226
 ML0226.The modeled gravity was interpolated from observed gravity values.
 ML0226
 ML0226;                    North         East    Units  Estimated Accuracy
 ML0226;SPC NE       -   165,380.      654,420.      MT  (+/- 180 meters Scaled)
 ML0226
 ML0226                          SUPERSEDED SURVEY CONTROL
 ML0226
 ML0226  NGVD 29 (??/??/92)  530.078  (m)         1739.10   (f) ADJ UNCH    2 0
 ML0226
 ML0226.Superseded values are not recommended for survey control.
 ML0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0226.See file dsdata.txt to determine how the superseded data were derived.
 ML0226
 ML0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL707732(NAD 83)
 ML0226_MARKER: DB = BENCH MARK DISK
 ML0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0226_STAMPING: E 307 1950
 ML0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0226+STABILITY: SURFACE MOTION
 ML0226
 ML0226  HISTORY     - Date     Condition        Report By
 ML0226  HISTORY     - 1950     MONUMENTED       CGS
 ML0226
 ML0226                          STATION DESCRIPTION
 ML0226
 ML0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0226'13.3 MI E FROM CUSHING.
 ML0226'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0226'CUSHING, THENCE 6.1 MILES EAST ALONG A DIRT ROAD, THENCE 6.4
 ML0226'MILES EAST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 141
 ML0226'FEET NORTHWEST OF BENCH MARK 10-65 (U.S.B.R.), 76 FEET NORTH
 ML0226'OF THE CENTER LINE OF THE EAST AND WEST ROAD, 66 FEET WEST OF
 ML0226'THE SOUTHWEST CORNER OF A SCHOOL BUILDING, 0.7 FOOT EAST OF A
 ML0226'FENCE, 2.5 FEET SOUTH OF A WITNESS POST, ON THE EXTENDED CENTER
 ML0226'LINE OF A ROAD LEADING SOUTH, SET IN THE TOP OF A CONCRETE
 ML0226'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1583 ***********************************************************************
 MK1583  DESIGNATION -  E 308
 MK1583  PID         -  MK1583
 MK1583  STATE/COUNTY-  NE/NANCE
 MK1583  USGS QUAD   -  GENOA (1958)
 MK1583
 MK1583                         *CURRENT SURVEY CONTROL
 MK1583  ___________________________________________________________________
 MK1583* NAD 83(1986)-  41 25 52.     (N)    097 44 53.     (W)     SCALED    
 MK1583* NAVD 88     -       479.712  (meters)    1573.86   (feet)  ADJUSTED  
 MK1583  ___________________________________________________________________
 MK1583  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 MK1583  DYNAMIC HT  -         479.489 (meters)    1573.12  (feet)  COMP
 MK1583  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 MK1583
 MK1583  VERT ORDER  -  SECOND    CLASS 0
 MK1583
 MK1583.The horizontal coordinates were scaled from a topographic map and have
 MK1583.an estimated accuracy of +/- 6 seconds.
 MK1583
 MK1583.The orthometric height was determined by differential leveling
 MK1583.and adjusted by the National Geodetic Survey in June 1991..
 MK1583
 MK1583.The geoid height was determined by GEOID03.
 MK1583
 MK1583.The dynamic height is computed by dividing the NAVD 88
 MK1583.geopotential number by the normal gravity value computed on the
 MK1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1583.degrees latitude (g = 980.6199 gals.).
 MK1583
 MK1583.The modeled gravity was interpolated from observed gravity values.
 MK1583
 MK1583;                    North         East    Units  Estimated Accuracy
 MK1583;SPC NE       -   179,840.      688,140.      MT  (+/- 180 meters Scaled)
 MK1583
 MK1583                          SUPERSEDED SURVEY CONTROL
 MK1583
 MK1583  NGVD 29 (??/??/92)  479.503  (m)         1573.17   (f) ADJ UNCH    2 0
 MK1583
 MK1583.Superseded values are not recommended for survey control.
 MK1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1583.See file dsdata.txt to determine how the superseded data were derived.
 MK1583
 MK1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL046873(NAD 83)
 MK1583_MARKER: DB = BENCH MARK DISK
 MK1583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1583_SP_SET: BRIDGE ABUTMENT
 MK1583_STAMPING: E 308 1950
 MK1583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1583
 MK1583  HISTORY     - Date     Condition        Report By
 MK1583  HISTORY     - 1950     MONUMENTED       CGS
 MK1583
 MK1583                          STATION DESCRIPTION
 MK1583
 MK1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1583'1.8 MI SW FROM GENOA.
 MK1583'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1583'AT GENOA, JUST NORTHEAST OF A ROAD CROSSING, 210 FEET SOUTHEAST
 MK1583'OF THE CENTER LINE OF THE HIGHWAY, 126 FEET SOUTHEAST OF THE
 MK1583'SOUTHEAST RAIL OF THE UNION PACIFIC RAILROAD, 12 FEET SOUTHWEST
 MK1583'OF THE CENTER LINE OF A SHORT NORTHWEST AND SOUTHEAST ROAD, SET
 MK1583'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF A
 MK1583'CONCRETE BRIDGE OVER A CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1584 ***********************************************************************
 MK1584  DESIGNATION -  E 308 RESET
 MK1584  PID         -  MK1584
 MK1584  STATE/COUNTY-  NE/NANCE
 MK1584  USGS QUAD   -  GENOA (1958)
 MK1584
 MK1584                         *CURRENT SURVEY CONTROL
 MK1584  ___________________________________________________________________
 MK1584* NAD 83(1986)-  41 25 52.     (N)    097 44 54.     (W)     SCALED    
 MK1584* NAVD 88     -       479.93   (meters)    1574.6    (feet)  RESET     
 MK1584  ___________________________________________________________________
 MK1584  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 MK1584
 MK1584  VERT ORDER  -  THIRD
 MK1584
 MK1584.The horizontal coordinates were scaled from a topographic map and have
 MK1584.an estimated accuracy of +/- 6 seconds.
 MK1584
 MK1584.The orthometric height was computed from unverified reset data.
 MK1584
 MK1584.The geoid height was determined by GEOID03.
 MK1584
 MK1584;                    North         East    Units  Estimated Accuracy
 MK1584;SPC NE       -   179,840.      688,120.      MT  (+/- 180 meters Scaled)
 MK1584
 MK1584                          SUPERSEDED SURVEY CONTROL
 MK1584
 MK1584  NGVD 29 (??/??/??)  479.72   (m)         1573.9    (f) RESET       3  
 MK1584
 MK1584.Superseded values are not recommended for survey control.
 MK1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1584.See file dsdata.txt to determine how the superseded data were derived.
 MK1584
 MK1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL045873(NAD 83)
 MK1584_MARKER: DB = BENCH MARK DISK
 MK1584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1584_SP_SET: CULVERT
 MK1584_STAMPING: E 308 RESET 1957
 MK1584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1584
 MK1584  HISTORY     - Date     Condition        Report By
 MK1584  HISTORY     - 1957     MONUMENTED       NEDR
 MK1584
 MK1584                          STATION DESCRIPTION
 MK1584
 MK1584'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1584'1.8 MI SW FROM GENOA.
 MK1584'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1584'AT GENOA, JUST NORTHEAST OF A ROAD CROSSING, 183.0 FEET NORTH
 MK1584'OF THE WEST END OF NORTH BRIDGE HANDRAIL (BRIDGE OVER CANAL),
 MK1584'131 FEET NORTHEAST OF A TELEPHONE POLE, AND 59.5 FEET EAST OF
 MK1584'EAST EDGE OF NORTH HEADWALL OF CULVERT PIPE (ACCESS ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1411 ***********************************************************************
 MK1411  DESIGNATION -  E 309
 MK1411  PID         -  MK1411
 MK1411  STATE/COUNTY-  NE/NANCE
 MK1411  USGS QUAD   -  FULLERTON NE (1958)
 MK1411
 MK1411                         *CURRENT SURVEY CONTROL
 MK1411  ___________________________________________________________________
 MK1411* NAD 83(1986)-  41 28 21.     (N)    097 45 55.     (W)     SCALED    
 MK1411* NAVD 88     -       486.676  (meters)    1596.70   (feet)  ADJUSTED  
 MK1411  ___________________________________________________________________
 MK1411  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 MK1411  DYNAMIC HT  -         486.450 (meters)    1595.96  (feet)  COMP
 MK1411  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 MK1411
 MK1411  VERT ORDER  -  SECOND    CLASS 0
 MK1411
 MK1411.The horizontal coordinates were scaled from a topographic map and have
 MK1411.an estimated accuracy of +/- 6 seconds.
 MK1411
 MK1411.The orthometric height was determined by differential leveling
 MK1411.and adjusted by the National Geodetic Survey in June 1991..
 MK1411
 MK1411.The geoid height was determined by GEOID03.
 MK1411
 MK1411.The dynamic height is computed by dividing the NAVD 88
 MK1411.geopotential number by the normal gravity value computed on the
 MK1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1411.degrees latitude (g = 980.6199 gals.).
 MK1411
 MK1411.The modeled gravity was interpolated from observed gravity values.
 MK1411
 MK1411;                    North         East    Units  Estimated Accuracy
 MK1411;SPC NE       -   184,400.      686,590.      MT  (+/- 180 meters Scaled)
 MK1411
 MK1411                          SUPERSEDED SURVEY CONTROL
 MK1411
 MK1411  NGVD 29 (??/??/92)  486.466  (m)         1596.01   (f) ADJ UNCH    2 0
 MK1411
 MK1411.Superseded values are not recommended for survey control.
 MK1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1411.See file dsdata.txt to determine how the superseded data were derived.
 MK1411
 MK1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL030919(NAD 83)
 MK1411_MARKER: DB = BENCH MARK DISK
 MK1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1411_STAMPING: E 309 1950
 MK1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1411+STABILITY: SURFACE MOTION
 MK1411
 MK1411  HISTORY     - Date     Condition        Report By
 MK1411  HISTORY     - 1950     MONUMENTED       CGS
 MK1411
 MK1411                          STATION DESCRIPTION
 MK1411
 MK1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1411'2.6 MI NW FROM GENOA.
 MK1411'0.6 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1411'GENOA, THENCE 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 39, 300
 MK1411'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 250 FEET SOUTHWEST
 MK1411'OF RAILROAD MILEPOST 14, 35 FEET EAST OF THE NORTHEAST CORNER
 MK1411'OF A FARMHOUSE OCCUPIED BY WALTER WOLLES, 2 FEET SOUTHEAST OF A
 MK1411'FENCE CORNER, 1.5 FEET EAST OF A FENCE, SET IN THE TOP OF A
 MK1411'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0232 ***********************************************************************
 MM0232  DESIGNATION -  E 31
 MM0232  PID         -  MM0232
 MM0232  STATE/COUNTY-  NE/KEITH
 MM0232  USGS QUAD   -  MARTIN (1971)
 MM0232
 MM0232                         *CURRENT SURVEY CONTROL
 MM0232  ___________________________________________________________________
 MM0232* NAD 83(1986)-  41 15 01.     (N)    101 43 48.     (W)     SCALED    
 MM0232* NAVD 88     -       987.102  (meters)    3238.52   (feet)  ADJUSTED  
 MM0232  ___________________________________________________________________
 MM0232  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 MM0232  DYNAMIC HT  -         986.501 (meters)    3236.55  (feet)  COMP
 MM0232  MODELED GRAV-     979,980.3   (mgal)                       NAVD 88
 MM0232
 MM0232  VERT ORDER  -  SECOND    CLASS 0
 MM0232
 MM0232.The horizontal coordinates were scaled from a topographic map and have
 MM0232.an estimated accuracy of +/- 6 seconds.
 MM0232
 MM0232.The orthometric height was determined by differential leveling
 MM0232.and adjusted by the National Geodetic Survey in June 1991..
 MM0232
 MM0232.The geoid height was determined by GEOID03.
 MM0232
 MM0232.The dynamic height is computed by dividing the NAVD 88
 MM0232.geopotential number by the normal gravity value computed on the
 MM0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0232.degrees latitude (g = 980.6199 gals.).
 MM0232
 MM0232.The modeled gravity was interpolated from observed gravity values.
 MM0232
 MM0232;                    North         East    Units  Estimated Accuracy
 MM0232;SPC NE       -   158,770.      355,060.      MT  (+/- 180 meters Scaled)
 MM0232
 MM0232                          SUPERSEDED SURVEY CONTROL
 MM0232
 MM0232  NGVD 29 (??/??/92)  986.665  (m)         3237.08   (f) ADJ UNCH    2 0
 MM0232
 MM0232.Superseded values are not recommended for survey control.
 MM0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0232.See file dsdata.txt to determine how the superseded data were derived.
 MM0232
 MM0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL712701(NAD 83)
 MM0232_MARKER: DB = BENCH MARK DISK
 MM0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0232_STAMPING: E 31 1934
 MM0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0232+STABILITY: SURFACE MOTION
 MM0232
 MM0232  HISTORY     - Date     Condition        Report By
 MM0232  HISTORY     - 1934     MONUMENTED       CGS
 MM0232  HISTORY     - 1971     MARK NOT FOUND   NGS
 MM0232
 MM0232                          STATION DESCRIPTION
 MM0232
 MM0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0232'8.2 MI N FROM OGALLALA.
 MM0232'8.2 MILES NORTH ALONG STATE HIGHWAY 61 FROM OGALLALA, KEITH
 MM0232'COUNTY, ON A SMALL HILL, 41 FEET WEST OF THE CENTERLINE OF THE
 MM0232'HIGHWAY, AND 9 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MM0232'DISK, STAMPED E 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0232
 MM0232                          STATION RECOVERY (1971)
 MM0232
 MM0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0121 ***********************************************************************
 ML0121  DESIGNATION -  E 310
 ML0121  PID         -  ML0121
 ML0121  STATE/COUNTY-  NE/GREELEY
 ML0121  USGS QUAD   -  SPALDING NW (1985)
 ML0121
 ML0121                         *CURRENT SURVEY CONTROL
 ML0121  ___________________________________________________________________
 ML0121* NAD 83(1986)-  41 43 34.     (N)    098 27 50.     (W)     SCALED    
 ML0121* NAVD 88     -       586.051  (meters)    1922.74   (feet)  ADJUSTED  
 ML0121  ___________________________________________________________________
 ML0121  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 ML0121  DYNAMIC HT  -         585.774 (meters)    1921.83  (feet)  COMP
 ML0121  MODELED GRAV-     980,131.8   (mgal)                       NAVD 88
 ML0121
 ML0121  VERT ORDER  -  SECOND    CLASS 0
 ML0121
 ML0121.The horizontal coordinates were scaled from a topographic map and have
 ML0121.an estimated accuracy of +/- 6 seconds.
 ML0121
 ML0121.The orthometric height was determined by differential leveling
 ML0121.and adjusted by the National Geodetic Survey in June 1991..
 ML0121
 ML0121.The geoid height was determined by GEOID03.
 ML0121
 ML0121.The dynamic height is computed by dividing the NAVD 88
 ML0121.geopotential number by the normal gravity value computed on the
 ML0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0121.degrees latitude (g = 980.6199 gals.).
 ML0121
 ML0121.The modeled gravity was interpolated from observed gravity values.
 ML0121
 ML0121;                    North         East    Units  Estimated Accuracy
 ML0121;SPC NE       -   211,280.      627,760.      MT  (+/- 180 meters Scaled)
 ML0121
 ML0121                          SUPERSEDED SURVEY CONTROL
 ML0121
 ML0121  NGVD 29 (??/??/92)  585.812  (m)         1921.95   (f) ADJ UNCH    2 0
 ML0121
 ML0121.Superseded values are not recommended for survey control.
 ML0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0121.See file dsdata.txt to determine how the superseded data were derived.
 ML0121
 ML0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM445195(NAD 83)
 ML0121_MARKER: DB = BENCH MARK DISK
 ML0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0121_STAMPING: E 310 1950
 ML0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0121+STABILITY: SURFACE MOTION
 ML0121
 ML0121  HISTORY     - Date     Condition        Report By
 ML0121  HISTORY     - 1950     MONUMENTED       CGS
 ML0121
 ML0121                          STATION DESCRIPTION
 ML0121
 ML0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0121'7.1 MI NW FROM SPALDING.
 ML0121'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0121'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE
 ML0121'NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A SAND
 ML0121'ROAD, AT A T ROAD JUNCTION, 0.25 MILE NORTHEAST OF THE CEDAR
 ML0121'RIVER, 38 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 ML0121'ROAD, 9 FEET NORTH OF THE EXTENDED CENTR LINE OF A ROAD
 ML0121'LEADING EAST, 4.5 FEET WEST OF A FENCE CORNER, 91 FEET NORTHWEST
 ML0121'OF TELEPHONE POLE 226 1/2, 1.5 FEET SOUTH OF A FENCE, 1.3
 ML0121'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0121'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1669 ***********************************************************************
 MK1669  DESIGNATION -  E 311
 MK1669  PID         -  MK1669
 MK1669  STATE/COUNTY-  NE/BOONE
 MK1669  USGS QUAD   -  CLOSTER SE (1985)
 MK1669
 MK1669                         *CURRENT SURVEY CONTROL
 MK1669  ___________________________________________________________________
 MK1669* NAD 83(1986)-  41 46 58.     (N)    097 49 56.     (W)     SCALED    
 MK1669* NAVD 88     -       531.639  (meters)    1744.22   (feet)  ADJUSTED  
 MK1669  ___________________________________________________________________
 MK1669  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 MK1669  DYNAMIC HT  -         531.420 (meters)    1743.50  (feet)  COMP
 MK1669  MODELED GRAV-     980,194.6   (mgal)                       NAVD 88
 MK1669
 MK1669  VERT ORDER  -  SECOND    CLASS 0
 MK1669
 MK1669.The horizontal coordinates were scaled from a topographic map and have
 MK1669.an estimated accuracy of +/- 6 seconds.
 MK1669
 MK1669.The orthometric height was determined by differential leveling
 MK1669.and adjusted by the National Geodetic Survey in June 1991..
 MK1669
 MK1669.The geoid height was determined by GEOID03.
 MK1669
 MK1669.The dynamic height is computed by dividing the NAVD 88
 MK1669.geopotential number by the normal gravity value computed on the
 MK1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1669.degrees latitude (g = 980.6199 gals.).
 MK1669
 MK1669.The modeled gravity was interpolated from observed gravity values.
 MK1669
 MK1669;                    North         East    Units  Estimated Accuracy
 MK1669;SPC NE       -   218,700.      680,130.      MT  (+/- 180 meters Scaled)
 MK1669
 MK1669                          SUPERSEDED SURVEY CONTROL
 MK1669
 MK1669  NGVD 29 (??/??/92)  531.438  (m)         1743.56   (f) ADJ UNCH    2 0
 MK1669
 MK1669.Superseded values are not recommended for survey control.
 MK1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1669.See file dsdata.txt to determine how the superseded data were derived.
 MK1669
 MK1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM970263(NAD 83)
 MK1669_MARKER: DB = BENCH MARK DISK
 MK1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1669_STAMPING: E 311 1950
 MK1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1669+STABILITY: SURFACE MOTION
 MK1669
 MK1669  HISTORY     - Date     Condition        Report By
 MK1669  HISTORY     - 1950     MONUMENTED       CGS
 MK1669  HISTORY     - 1989     GOOD             LOCSUR
 MK1669
 MK1669                          STATION DESCRIPTION
 MK1669
 MK1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1669'5.2 MI NW FROM NEWMAN GROVE.
 MK1669'3.0 MILES WEST ALONG STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1669'LUTHERAN CHURCH AT NEWMAN GROVE, THENCE 2.25 MILES NORTH ALONG A
 MK1669'GRAVELED ROAD, 63 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD,
 MK1669'24 FEET WEST OF A POWER POLE, 29 FEET SOUTH OF THE CENTER LINE
 MK1669'OF A PRIVATE ROAD LEADING WEST, 0.8 FOOT NORTH OF A FENCE, 1.3
 MK1669'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1669'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1669
 MK1669                          STATION RECOVERY (1989)
 MK1669
 MK1669'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0050 ***********************************************************************
 ML0050  DESIGNATION -  E 312
 ML0050  PID         -  ML0050
 ML0050  STATE/COUNTY-  NE/BOONE
 ML0050  USGS QUAD   -  PETERSBURG (1985)
 ML0050
 ML0050                         *CURRENT SURVEY CONTROL
 ML0050  ___________________________________________________________________
 ML0050* NAD 83(1986)-  41 51 02.     (N)    098 01 34.     (W)     SCALED    
 ML0050* NAVD 88     -       632.765  (meters)    2076.00   (feet)  ADJUSTED  
 ML0050  ___________________________________________________________________
 ML0050  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 ML0050  DYNAMIC HT  -         632.486 (meters)    2075.08  (feet)  COMP
 ML0050  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 ML0050
 ML0050  VERT ORDER  -  SECOND    CLASS 0
 ML0050
 ML0050.The horizontal coordinates were scaled from a topographic map and have
 ML0050.an estimated accuracy of +/- 6 seconds.
 ML0050
 ML0050.The orthometric height was determined by differential leveling
 ML0050.and adjusted by the National Geodetic Survey in June 1991..
 ML0050
 ML0050.The geoid height was determined by GEOID03.
 ML0050
 ML0050.The dynamic height is computed by dividing the NAVD 88
 ML0050.geopotential number by the normal gravity value computed on the
 ML0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0050.degrees latitude (g = 980.6199 gals.).
 ML0050
 ML0050.The modeled gravity was interpolated from observed gravity values.
 ML0050
 ML0050;                    North         East    Units  Estimated Accuracy
 ML0050;SPC NE       -   225,840.      663,850.      MT  (+/- 180 meters Scaled)
 ML0050
 ML0050                          SUPERSEDED SURVEY CONTROL
 ML0050
 ML0050  NGVD 29 (??/??/92)  632.535  (m)         2075.24   (f) ADJ UNCH    2 0
 ML0050
 ML0050.Superseded values are not recommended for survey control.
 ML0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0050.See file dsdata.txt to determine how the superseded data were derived.
 ML0050
 ML0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM808336(NAD 83)
 ML0050_MARKER: DB = BENCH MARK DISK
 ML0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0050_SP_SET: CULVERT
 ML0050_STAMPING: E 312 1950
 ML0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0050
 ML0050  HISTORY     - Date     Condition        Report By
 ML0050  HISTORY     - 1950     MONUMENTED       CGS
 ML0050  HISTORY     - 1972     GOOD             NGS
 ML0050
 ML0050                          STATION DESCRIPTION
 ML0050
 ML0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0050'3.2 MI E FROM PETERSBURG.
 ML0050'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER AT
 ML0050'PETERSBURG, THENCE 2.95 MILES EAST ALONG A GRAVELED ROAD, AT A
 ML0050'ROAD INTERSECTION, 0.15 MILE SOUTH OF A LARGE RED BARN, 42 FEET
 ML0050'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 20 FEET NORTH
 ML0050'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 3 FEET BELOW THE
 ML0050'LEVEL OF THE ROAD, SET IN THE TOP OF THE EAST END OF THE NORTH
 ML0050'HEADWALL OF A CONCRETE CULVERT WHICH IS USED AS A CATTLE UNDERPASS.
 ML0050
 ML0050                          STATION RECOVERY (1972)
 ML0050
 ML0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ML0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0051 ***********************************************************************
 ML0051  DESIGNATION -  E 312 RESET
 ML0051  PID         -  ML0051
 ML0051  STATE/COUNTY-  NE/BOONE
 ML0051  USGS QUAD   -  PETERSBURG (1985)
 ML0051
 ML0051                         *CURRENT SURVEY CONTROL
 ML0051  ___________________________________________________________________
 ML0051* NAD 83(1986)-  41 51 02.     (N)    098 01 34.     (W)     SCALED    
 ML0051* NAVD 88     -       633.68   (meters)    2079.0    (feet)  RESET     
 ML0051  ___________________________________________________________________
 ML0051  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 ML0051
 ML0051  VERT ORDER  -  THIRD
 ML0051
 ML0051.The horizontal coordinates were scaled from a topographic map and have
 ML0051.an estimated accuracy of +/- 6 seconds.
 ML0051
 ML0051.The orthometric height was computed from unverified reset data.
 ML0051
 ML0051.The geoid height was determined by GEOID03.
 ML0051
 ML0051;                    North         East    Units  Estimated Accuracy
 ML0051;SPC NE       -   225,840.      663,850.      MT  (+/- 180 meters Scaled)
 ML0051
 ML0051                          SUPERSEDED SURVEY CONTROL
 ML0051
 ML0051.No superseded survey control is available for this station.
 ML0051
 ML0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM808336(NAD 83)
 ML0051_MARKER: DB = BENCH MARK DISK
 ML0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0051_STAMPING: E 312 RESET 1972
 ML0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0051+STABILITY: SURFACE MOTION
 ML0051
 ML0051  HISTORY     - Date     Condition        Report By
 ML0051  HISTORY     - 1972     MONUMENTED       NGS
 ML0051
 ML0051                          STATION DESCRIPTION
 ML0051
 ML0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ML0051'2.8 MI E FROM PETERSBURG.
 ML0051'TO REACH FROM THE PETERSBURG SCHOOL IN PETERSBURG, GO EAST ON
 ML0051'HIGHWAY 32 FOR 2.8 MILES TO A SIDE ROAD LEFT AND THE MARK IN THE
 ML0051'NORTHEAST ANGLE OF THE INTERSECTION.  IT IS A STANDARD BENCH MARK
 ML0051'DISK STAMPED E 312 RESET 1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 ML0051'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 ML0051'ABOUT 0.15 MILE SOUTH OF A LARGE RED BARN, 12.5 FEET NORTH-NORTHWEST
 ML0051'OF AN ANCHOR GUY ROD FOR A POWER POLE, 2.5 FEET SOUTH-SOUTHEAST
 ML0051'OF THE POWER POLE, 3 FEET SOUTHEAST OF A CORNER FENCE POST AND
 ML0051'1.5 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1314 ***********************************************************************
 NM1314  DESIGNATION -  E 313
 NM1314  PID         -  NM1314
 NM1314  STATE/COUNTY-  NE/ANTELOPE
 NM1314  USGS QUAD   -  OAKDALE (1963)
 NM1314
 NM1314                         *CURRENT SURVEY CONTROL
 NM1314  ___________________________________________________________________
 NM1314* NAD 83(1986)-  42 03 00.     (N)    097 56 14.     (W)     SCALED    
 NM1314* NAVD 88     -       546.551  (meters)    1793.14   (feet)  ADJUSTED  
 NM1314  ___________________________________________________________________
 NM1314  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 NM1314  DYNAMIC HT  -         546.333 (meters)    1792.43  (feet)  COMP
 NM1314  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 NM1314
 NM1314  VERT ORDER  -  SECOND    CLASS 0
 NM1314
 NM1314.The horizontal coordinates were scaled from a topographic map and have
 NM1314.an estimated accuracy of +/- 6 seconds.
 NM1314
 NM1314.The orthometric height was determined by differential leveling
 NM1314.and adjusted by the National Geodetic Survey in June 1991..
 NM1314
 NM1314.The geoid height was determined by GEOID03.
 NM1314
 NM1314.The dynamic height is computed by dividing the NAVD 88
 NM1314.geopotential number by the normal gravity value computed on the
 NM1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1314.degrees latitude (g = 980.6199 gals.).
 NM1314
 NM1314.The modeled gravity was interpolated from observed gravity values.
 NM1314
 NM1314;                    North         East    Units  Estimated Accuracy
 NM1314;SPC NE       -   248,150.      670,700.      MT  (+/- 180 meters Scaled)
 NM1314
 NM1314                          SUPERSEDED SURVEY CONTROL
 NM1314
 NM1314  NGVD 29 (??/??/92)  546.346  (m)         1792.47   (f) ADJ UNCH    2 0
 NM1314
 NM1314.Superseded values are not recommended for survey control.
 NM1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1314.See file dsdata.txt to determine how the superseded data were derived.
 NM1314
 NM1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM879558(NAD 83)
 NM1314_MARKER: DB = BENCH MARK DISK
 NM1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1314_STAMPING: E 313 1950
 NM1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1314+STABILITY: SURFACE MOTION
 NM1314
 NM1314  HISTORY     - Date     Condition        Report By
 NM1314  HISTORY     - 1950     MONUMENTED       CGS
 NM1314
 NM1314                          STATION DESCRIPTION
 NM1314
 NM1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1314'2.6 MI SE FROM OAKDALE.
 NM1314'0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NM1314'THE STATION AT OAKDALE, THENCE 0.3 MILE SOUTH ALONG A GRAVELED
 NM1314'ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.8
 NM1314'MILE SOUTH ALONG A SAND ROAD, THENCE 0.3 MILE SOUTHEAST ACROSS
 NM1314'A FIELD, AT THE WAGNER AIRPORT, 102 FEET SOUTHWEST OF THE
 NM1314'CENTER LINE OF A NORTHWEST AND SOUTHEAST ROAD, 2.5 FEET NORTH
 NM1314'OF THE NORTHWEST CORNER OF THE HANGAR, SET IN THE TOP OF A
 NM1314'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0884 ***********************************************************************
 ML0884  DESIGNATION -  E 314
 ML0884  PID         -  ML0884
 ML0884  STATE/COUNTY-  NE/BLAINE
 ML0884  USGS QUAD   -  BREWSTER NW (1978)
 ML0884
 ML0884                         *CURRENT SURVEY CONTROL
 ML0884  ___________________________________________________________________
 ML0884* NAD 83(1986)-  41 55 25.     (N)    099 55 04.     (W)     SCALED    
 ML0884* NAVD 88     -       784.404  (meters)    2573.50   (feet)  ADJUSTED  
 ML0884  ___________________________________________________________________
 ML0884  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 ML0884  DYNAMIC HT  -         784.024 (meters)    2572.25  (feet)  COMP
 ML0884  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 ML0884
 ML0884  VERT ORDER  -  SECOND    CLASS 0
 ML0884
 ML0884.The horizontal coordinates were scaled from a topographic map and have
 ML0884.an estimated accuracy of +/- 6 seconds.
 ML0884
 ML0884.The orthometric height was determined by differential leveling
 ML0884.and adjusted by the National Geodetic Survey in June 1991..
 ML0884
 ML0884.The geoid height was determined by GEOID03.
 ML0884
 ML0884.The dynamic height is computed by dividing the NAVD 88
 ML0884.geopotential number by the normal gravity value computed on the
 ML0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0884.degrees latitude (g = 980.6199 gals.).
 ML0884
 ML0884.The modeled gravity was interpolated from observed gravity values.
 ML0884
 ML0884;                    North         East    Units  Estimated Accuracy
 ML0884;SPC NE       -   232,080.      506,820.      MT  (+/- 180 meters Scaled)
 ML0884
 ML0884                          SUPERSEDED SURVEY CONTROL
 ML0884
 ML0884  NGVD 29 (??/??/92)  784.119  (m)         2572.56   (f) ADJ UNCH    2 0
 ML0884
 ML0884.Superseded values are not recommended for survey control.
 ML0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0884.See file dsdata.txt to determine how the superseded data were derived.
 ML0884
 ML0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM239417(NAD 83)
 ML0884_MARKER: DB = BENCH MARK DISK
 ML0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0884_STAMPING: E 314 1950
 ML0884_MARK LOGO: CGS   
 ML0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0884+STABILITY: SURFACE MOTION
 ML0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0884+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1991
 ML0884
 ML0884  HISTORY     - Date     Condition        Report By
 ML0884  HISTORY     - 1950     MONUMENTED       CGS
 ML0884  HISTORY     - 19910416 GOOD             NEDR
 ML0884
 ML0884                          STATION DESCRIPTION
 ML0884
 ML0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0884'2.8 MI SW FROM BREWSTER.
 ML0884'2.85 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE AT
 ML0884'BREWSTER, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, ON TOP OF A
 ML0884'KNOLL, 202 FEET EAST OF A FENCE CORNER, 123 FEET NORTHWEST OF THE
 ML0884'CENTER LINE OF THE HIGHWAY, 2.1 FEET SOUTHEAST OF A FENCE, 1.7
 ML0884'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0884'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 ML0884
 ML0884                          STATION RECOVERY (1991)
 ML0884
 ML0884'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 ML0884'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 91, AT THE
 ML0884'SOUTHEAST EDGE OF BREWSTER, GO SOUTHWEST ON HIGHWAY 91 FOR 3.0 MI (4.8
 ML0884'KM) TO THE MARK ON THE RIGHT, NORTH OF THE NORTH RIGHT-OF-WAY FENCE,
 ML0884'IN THE NW1/4, SEC31, T23N, R22W. IT IS 204 FT (62.2 M) EAST FROM A
 ML0884'NORTH/SOUTH FENCE, 120.O FT NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 ML0884'33.81 FT (10.31 M) NORTHWEST FROM A NAIL IN THE TOP OF A FENCE POST,
 ML0884'29.95 FT (9.13 M) NORTHEAST FROM A NAIL IN THE TOP OF A FENCE POST,
 ML0884'20.5 FT (6.2 M) NORTH FROM AN EAST/WEST FENCE AND A FIBERGLASS WITNESS
 ML0884'POST, AND SET INTO THE TOP OF A CONCRETE POST THAT PROJECTS 1.5 FT
 ML0884'(0.5 M) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0604 ***********************************************************************
 LH0604  DESIGNATION -  E 315
 LH0604  PID         -  LH0604
 LH0604  STATE/COUNTY-  NE/BUFFALO
 LH0604  USGS QUAD   -  MILLER (1962)
 LH0604
 LH0604                         *CURRENT SURVEY CONTROL
 LH0604  ___________________________________________________________________
 LH0604* NAD 83(1986)-  40 56 10.     (N)    099 25 30.     (W)     SCALED    
 LH0604* NAVD 88     -       713.871  (meters)    2342.09   (feet)  ADJUSTED  
 LH0604  ___________________________________________________________________
 LH0604  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 LH0604  DYNAMIC HT  -         713.470 (meters)    2340.78  (feet)  COMP
 LH0604  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 LH0604
 LH0604  VERT ORDER  -  SECOND    CLASS 0
 LH0604
 LH0604.The horizontal coordinates were scaled from a topographic map and have
 LH0604.an estimated accuracy of +/- 6 seconds.
 LH0604
 LH0604.The orthometric height was determined by differential leveling
 LH0604.and adjusted by the National Geodetic Survey in June 1991..
 LH0604
 LH0604.The geoid height was determined by GEOID03.
 LH0604
 LH0604.The dynamic height is computed by dividing the NAVD 88
 LH0604.geopotential number by the normal gravity value computed on the
 LH0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0604.degrees latitude (g = 980.6199 gals.).
 LH0604
 LH0604.The modeled gravity was interpolated from observed gravity values.
 LH0604
 LH0604;                    North         East    Units  Estimated Accuracy
 LH0604;SPC NE       -   122,600.      548,410.      MT  (+/- 180 meters Scaled)
 LH0604
 LH0604                          SUPERSEDED SURVEY CONTROL
 LH0604
 LH0604  NGVD 29 (??/??/92)  713.610  (m)         2341.24   (f) ADJ UNCH    2 0
 LH0604
 LH0604.Superseded values are not recommended for survey control.
 LH0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0604.See file dsdata.txt to determine how the superseded data were derived.
 LH0604
 LH0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML642317(NAD 83)
 LH0604_MARKER: DB = BENCH MARK DISK
 LH0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0604_STAMPING: E 315 1950
 LH0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0604+STABILITY: SURFACE MOTION
 LH0604
 LH0604  HISTORY     - Date     Condition        Report By
 LH0604  HISTORY     - 1950     MONUMENTED       CGS
 LH0604  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0604
 LH0604                          STATION DESCRIPTION
 LH0604
 LH0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0604'1.8 MI W FROM MILLER.
 LH0604'1.8 MILES WEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0604'RAILROAD STATION AT MILLER, AT A ROAD INTERSECTION, 163 FEET
 LH0604'SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 78 FEET SOUTH OF THE
 LH0604'CENTER LINE OF THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF A
 LH0604'DIRT ROAD LEADING SOUTH, 3.8 FEET SOUTHWEST OF A POWER POLE, 1.4
 LH0604'FEET WEST OF A FENCE, 1.2 FEET NORTH OF A WITNESS POST, SET IN
 LH0604'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 LH0604'GROUND.
 LH0604
 LH0604                          STATION RECOVERY (1983)
 LH0604
 LH0604'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0824 ***********************************************************************
 ML0824  DESIGNATION -  E 316
 ML0824  PID         -  ML0824
 ML0824  STATE/COUNTY-  NE/DAWSON
 ML0824  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0824
 ML0824                         *CURRENT SURVEY CONTROL
 ML0824  ___________________________________________________________________
 ML0824* NAD 83(1986)-  41 01 09.     (N)    099 42 35.     (W)     SCALED    
 ML0824* NAVD 88     -       764.630  (meters)    2508.62   (feet)  ADJUSTED  
 ML0824  ___________________________________________________________________
 ML0824  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ML0824  DYNAMIC HT  -         764.188 (meters)    2507.17  (feet)  COMP
 ML0824  MODELED GRAV-     980,020.2   (mgal)                       NAVD 88
 ML0824
 ML0824  VERT ORDER  -  SECOND    CLASS 0
 ML0824
 ML0824.The horizontal coordinates were scaled from a topographic map and have
 ML0824.an estimated accuracy of +/- 6 seconds.
 ML0824
 ML0824.The orthometric height was determined by differential leveling
 ML0824.and adjusted by the National Geodetic Survey in June 1991..
 ML0824
 ML0824.The geoid height was determined by GEOID03.
 ML0824
 ML0824.The dynamic height is computed by dividing the NAVD 88
 ML0824.geopotential number by the normal gravity value computed on the
 ML0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0824.degrees latitude (g = 980.6199 gals.).
 ML0824
 ML0824.The modeled gravity was interpolated from observed gravity values.
 ML0824
 ML0824;                    North         East    Units  Estimated Accuracy
 ML0824;SPC NE       -   131,700.      524,410.      MT  (+/- 180 meters Scaled)
 ML0824
 ML0824                          SUPERSEDED SURVEY CONTROL
 ML0824
 ML0824  NGVD 29 (??/??/92)  764.334  (m)         2507.65   (f) ADJ UNCH    2 0
 ML0824
 ML0824.Superseded values are not recommended for survey control.
 ML0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0824.See file dsdata.txt to determine how the superseded data were derived.
 ML0824
 ML0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML403411(NAD 83)
 ML0824_MARKER: DB = BENCH MARK DISK
 ML0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0824_STAMPING: E 316 1950
 ML0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0824+STABILITY: SURFACE MOTION
 ML0824
 ML0824  HISTORY     - Date     Condition        Report By
 ML0824  HISTORY     - 1950     MONUMENTED       CGS
 ML0824
 ML0824                          STATION DESCRIPTION
 ML0824
 ML0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0824'5.6 MI SW FROM EDDYVILLE.
 ML0824'0.5 MILE SOUTH ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE POST
 ML0824'OFFICE AT EDDYVILLE, THENCE 2.5 MILES WEST ALONG A GRAVELED
 ML0824'ROAD, THENCE 0.2 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 2.35
 ML0824'MILES NORTHWEST ALONG A GRADED DIRT ROAD, AT THE JUNCTION OF A DIRT
 ML0824'ROAD LEADING NORTH, AT THE EAST EDGE OF WOODED RAVINE, 79 FEET
 ML0824'SOUTH OF THE CENTER LINE OF THE DIRT ROAD LEADING NORTHWEST,
 ML0824'78 FEET WEST OF A LONE ELM TREE, 42 FEET WEST OF A FENCE
 ML0824'LINE, 1.5 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP
 ML0824'OF A 5.5 FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0066 ***********************************************************************
 MM0066  DESIGNATION -  E 317
 MM0066  PID         -  MM0066
 MM0066  STATE/COUNTY-  NE/CUSTER
 MM0066  USGS QUAD   -  DAVENPORT TABLE (1972)
 MM0066
 MM0066                         *CURRENT SURVEY CONTROL
 MM0066  ___________________________________________________________________
 MM0066* NAD 83(1986)-  41 23 23.     (N)    100 06 25.     (W)     SCALED    
 MM0066* NAVD 88     -       812.365  (meters)    2665.23   (feet)  ADJUSTED  
 MM0066  ___________________________________________________________________
 MM0066  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 MM0066  DYNAMIC HT  -         811.924 (meters)    2663.79  (feet)  COMP
 MM0066  MODELED GRAV-     980,052.8   (mgal)                       NAVD 88
 MM0066
 MM0066  VERT ORDER  -  SECOND    CLASS 0
 MM0066
 MM0066.The horizontal coordinates were scaled from a topographic map and have
 MM0066.an estimated accuracy of +/- 6 seconds.
 MM0066
 MM0066.The orthometric height was determined by differential leveling
 MM0066.and adjusted by the National Geodetic Survey in June 1991..
 MM0066
 MM0066.The geoid height was determined by GEOID03.
 MM0066
 MM0066.The dynamic height is computed by dividing the NAVD 88
 MM0066.geopotential number by the normal gravity value computed on the
 MM0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0066.degrees latitude (g = 980.6199 gals.).
 MM0066
 MM0066.The modeled gravity was interpolated from observed gravity values.
 MM0066
 MM0066;                    North         East    Units  Estimated Accuracy
 MM0066;SPC NE       -   172,800.      491,060.      MT  (+/- 180 meters Scaled)
 MM0066
 MM0066                          SUPERSEDED SURVEY CONTROL
 MM0066
 MM0066  NGVD 29 (??/??/92)  812.115  (m)         2664.41   (f) ADJ UNCH    2 0
 MM0066
 MM0066.Superseded values are not recommended for survey control.
 MM0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0066.See file dsdata.txt to determine how the superseded data were derived.
 MM0066
 MM0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML074826(NAD 83)
 MM0066_MARKER: DB = BENCH MARK DISK
 MM0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0066_STAMPING: E 317 1950
 MM0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0066+STABILITY: SURFACE MOTION
 MM0066
 MM0066  HISTORY     - Date     Condition        Report By
 MM0066  HISTORY     - 1950     MONUMENTED       CGS
 MM0066
 MM0066                          STATION DESCRIPTION
 MM0066
 MM0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0066'5.9 MI SE FROM ARNOLD.
 MM0066'3.0 MILES EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92 FROM
 MM0066'THE UNION PACIFIC RAILROAD STATION AT ARNOLD, THENCE 0.8 MILE
 MM0066'SOUTH ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTHEAST ALONG A
 MM0066'GRAVELED ROAD, AT A RAILROAD CROSSING, 126 FEET SOUTH OF THE
 MM0066'CENTER LINE OF THE GRAVELED ROAD, 41 FEET SOUTHWEST OF THE
 MM0066'SOUTHWEST RAIL OF THE RAILROAD, 22 FEET SOUTH OF THE CENTER LINE
 MM0066'OF A DIRT ROAD LEADING WEST, 2 FEET NORTHEAST OF A FENCE, 1.4
 MM0066'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MM0066'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0808 ***********************************************************************
 ML0808  DESIGNATION -  E 318
 ML0808  PID         -  ML0808
 ML0808  STATE/COUNTY-  NE/CUSTER
 ML0808  USGS QUAD   -  CALLAWAY NW (1951)
 ML0808
 ML0808                         *CURRENT SURVEY CONTROL
 ML0808  ___________________________________________________________________
 ML0808* NAD 83(1986)-  41 25 29.     (N)    099 56 19.     (W)     SCALED    
 ML0808* NAVD 88     -       854.931  (meters)    2804.89   (feet)  ADJUSTED  
 ML0808  ___________________________________________________________________
 ML0808  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 ML0808  DYNAMIC HT  -         854.464 (meters)    2803.35  (feet)  COMP
 ML0808  MODELED GRAV-     980,049.1   (mgal)                       NAVD 88
 ML0808
 ML0808  VERT ORDER  -  SECOND    CLASS 0
 ML0808
 ML0808.The horizontal coordinates were scaled from a topographic map and have
 ML0808.an estimated accuracy of +/- 6 seconds.
 ML0808
 ML0808.The orthometric height was determined by differential leveling
 ML0808.and adjusted by the National Geodetic Survey in June 1991..
 ML0808
 ML0808.The geoid height was determined by GEOID03.
 ML0808
 ML0808.The dynamic height is computed by dividing the NAVD 88
 ML0808.geopotential number by the normal gravity value computed on the
 ML0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0808.degrees latitude (g = 980.6199 gals.).
 ML0808
 ML0808.The modeled gravity was interpolated from observed gravity values.
 ML0808
 ML0808;                    North         East    Units  Estimated Accuracy
 ML0808;SPC NE       -   176,690.      505,130.      MT  (+/- 180 meters Scaled)
 ML0808
 ML0808                          SUPERSEDED SURVEY CONTROL
 ML0808
 ML0808  NGVD 29 (??/??/92)  854.681  (m)         2804.07   (f) ADJ UNCH    2 0
 ML0808
 ML0808.Superseded values are not recommended for survey control.
 ML0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0808.See file dsdata.txt to determine how the superseded data were derived.
 ML0808
 ML0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML215863(NAD 83)
 ML0808_MARKER: DB = BENCH MARK DISK
 ML0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0808_STAMPING: E 318 1950
 ML0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0808+STABILITY: SURFACE MOTION
 ML0808
 ML0808  HISTORY     - Date     Condition        Report By
 ML0808  HISTORY     - 1950     MONUMENTED       CGS
 ML0808  HISTORY     - 1984     GOOD             USPSQD
 ML0808
 ML0808                          STATION DESCRIPTION
 ML0808
 ML0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0808'13.9 MI SW FROM MERNA.
 ML0808'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0808'MERNA, THENCE 0.2 MILE SOUTH ALONG STATE HIGHWAY 2, THENCE 9.2
 ML0808'MILES WEST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92, THENCE
 ML0808'4.0 MILES SOUTH ALONG A GRADED DIRT ROAD, ON THE SOUTHWEST SLOPE
 ML0808'OF A BLUFF, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 ML0808'EAST OF A FENCE, 5.6 FEET WEST OF A WITNESS POST, SET IN THE
 ML0808'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 ML0808
 ML0808                          STATION RECOVERY (1984)
 ML0808
 ML0808'RECOVERY NOTE BY US POWER SQUADRON 1984
 ML0808'MONUMENT IS IN THE SOUTHWEST 4 OF SECTION 23-TOWNSHIOP 17 NORTH-RANGE
 ML0808'23 WEST OF THE 6 TH P.M. PLACED WITNESS POST 1 FOOT EAST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0914 ***********************************************************************
 ML0914  DESIGNATION -  E 319
 ML0914  PID         -  ML0914
 ML0914  STATE/COUNTY-  NE/CUSTER
 ML0914  USGS QUAD   -  MILBURN (1978)
 ML0914
 ML0914                         *CURRENT SURVEY CONTROL
 ML0914  ___________________________________________________________________
 ML0914* NAD 83(1986)-  41 43 09.     (N)    099 43 53.     (W)     SCALED    
 ML0914* NAVD 88     -       753.677  (meters)    2472.69   (feet)  ADJUSTED  
 ML0914  ___________________________________________________________________
 ML0914  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 ML0914  DYNAMIC HT  -         753.292 (meters)    2471.43  (feet)  COMP
 ML0914  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 ML0914
 ML0914  VERT ORDER  -  SECOND    CLASS 0
 ML0914
 ML0914.The horizontal coordinates were scaled from a topographic map and have
 ML0914.an estimated accuracy of +/- 6 seconds.
 ML0914
 ML0914.The orthometric height was determined by differential leveling
 ML0914.and adjusted by the National Geodetic Survey in June 1991..
 ML0914
 ML0914.The geoid height was determined by GEOID03.
 ML0914
 ML0914.The dynamic height is computed by dividing the NAVD 88
 ML0914.geopotential number by the normal gravity value computed on the
 ML0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0914.degrees latitude (g = 980.6199 gals.).
 ML0914
 ML0914.The modeled gravity was interpolated from observed gravity values.
 ML0914
 ML0914;                    North         East    Units  Estimated Accuracy
 ML0914;SPC NE       -   209,410.      522,350.      MT  (+/- 180 meters Scaled)
 ML0914
 ML0914                          SUPERSEDED SURVEY CONTROL
 ML0914
 ML0914  NGVD 29 (??/??/92)  753.394  (m)         2471.76   (f) ADJ UNCH    2 0
 ML0914
 ML0914.Superseded values are not recommended for survey control.
 ML0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0914.See file dsdata.txt to determine how the superseded data were derived.
 ML0914
 ML0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM391188(NAD 83)
 ML0914_MARKER: DB = BENCH MARK DISK
 ML0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0914_STAMPING: E 319 1950
 ML0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0914+STABILITY: SURFACE MOTION
 ML0914
 ML0914  HISTORY     - Date     Condition        Report By
 ML0914  HISTORY     - 1950     MONUMENTED       CGS
 ML0914  HISTORY     - 1984     GOOD             LOCSUR
 ML0914
 ML0914                          STATION DESCRIPTION
 ML0914
 ML0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0914'AT MILBURN.
 ML0914'AT MILBURN, 15 FEET SOUTHWEST OF A TELEPHONE POLE, 1.8 FEET NORTH
 ML0914'OF THE NORTHEAST CORNER OF THE CITY HALL, SET IN THE TOP OF A
 ML0914'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0914
 ML0914                          STATION RECOVERY (1984)
 ML0914
 ML0914'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0265 ***********************************************************************
 MM0265  DESIGNATION -  E 32
 MM0265  PID         -  MM0265
 MM0265  STATE/COUNTY-  NE/GRANT
 MM0265  USGS QUAD   -  GEORGE LAKE SE (1986)
 MM0265
 MM0265                         *CURRENT SURVEY CONTROL
 MM0265  ___________________________________________________________________
 MM0265* NAD 83(1986)-  41 51 21.     (N)    101 46 18.     (W)     SCALED    
 MM0265* NAVD 88     -      1132.891  (meters)    3716.83   (feet)  ADJUSTED  
 MM0265  ___________________________________________________________________
 MM0265  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 MM0265  DYNAMIC HT  -        1132.250 (meters)    3714.72  (feet)  COMP
 MM0265  MODELED GRAV-     980,017.0   (mgal)                       NAVD 88
 MM0265
 MM0265  VERT ORDER  -  SECOND    CLASS 0
 MM0265
 MM0265.The horizontal coordinates were scaled from a topographic map and have
 MM0265.an estimated accuracy of +/- 6 seconds.
 MM0265
 MM0265.The orthometric height was determined by differential leveling
 MM0265.and adjusted by the National Geodetic Survey in June 1991..
 MM0265
 MM0265.The geoid height was determined by GEOID03.
 MM0265
 MM0265.The dynamic height is computed by dividing the NAVD 88
 MM0265.geopotential number by the normal gravity value computed on the
 MM0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0265.degrees latitude (g = 980.6199 gals.).
 MM0265
 MM0265.The modeled gravity was interpolated from observed gravity values.
 MM0265
 MM0265;                    North         East    Units  Estimated Accuracy
 MM0265;SPC NE       -   226,060.      352,940.      MT  (+/- 180 meters Scaled)
 MM0265
 MM0265                          SUPERSEDED SURVEY CONTROL
 MM0265
 MM0265  NGVD 29 (??/??/92) 1132.424  (m)         3715.29   (f) ADJ UNCH    2 0
 MM0265
 MM0265.Superseded values are not recommended for survey control.
 MM0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0265.See file dsdata.txt to determine how the superseded data were derived.
 MM0265
 MM0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM699374(NAD 83)
 MM0265_MARKER: DB = BENCH MARK DISK
 MM0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0265_STAMPING: E 32 1934
 MM0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0265+STABILITY: SURFACE MOTION
 MM0265
 MM0265  HISTORY     - Date     Condition        Report By
 MM0265  HISTORY     - 1934     MONUMENTED       CGS
 MM0265  HISTORY     - 1984     GOOD             USGS
 MM0265
 MM0265                          STATION DESCRIPTION
 MM0265
 MM0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0265'13.5 MI SE FROM HYANNIS.
 MM0265'13.5 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0265'COUNTY, 110 YARDS NORTHWEST OF A SMALL LAKE NEAR A WINDMILL,
 MM0265'AND 41 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 MM0265'DISK, STAMPED E 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0265
 MM0265                          STATION RECOVERY (1984)
 MM0265
 MM0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0265'ADD TO DESCRIPTION: 212 FEET SOUTH-SOUTHWEST ALONG ROAD FROM ROAD AT
 MM0265'FIELD ENTRANCE WEST 124 FEET WEST-SOUTHWEST PERPENDICULAR TO ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0838 ***********************************************************************
 LH0838  DESIGNATION -  E 320
 LH0838  PID         -  LH0838
 LH0838  STATE/COUNTY-  NE/DAWSON
 LH0838  USGS QUAD   -  LEXINGTON WEST (1983)
 LH0838
 LH0838                         *CURRENT SURVEY CONTROL
 LH0838  ___________________________________________________________________
 LH0838* NAD 83(1986)-  40 52 24.     (N)    099 50 42.     (W)     SCALED    
 LH0838* NAVD 88     -       752.636  (meters)    2469.27   (feet)  ADJUSTED  
 LH0838  ___________________________________________________________________
 LH0838  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 LH0838  DYNAMIC HT  -         752.198 (meters)    2467.84  (feet)  COMP
 LH0838  MODELED GRAV-     980,016.9   (mgal)                       NAVD 88
 LH0838
 LH0838  VERT ORDER  -  SECOND    CLASS 0
 LH0838
 LH0838.The horizontal coordinates were scaled from a topographic map and have
 LH0838.an estimated accuracy of +/- 6 seconds.
 LH0838
 LH0838.The orthometric height was determined by differential leveling
 LH0838.and adjusted by the National Geodetic Survey in June 1991..
 LH0838
 LH0838.The geoid height was determined by GEOID03.
 LH0838
 LH0838.The dynamic height is computed by dividing the NAVD 88
 LH0838.geopotential number by the normal gravity value computed on the
 LH0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0838.degrees latitude (g = 980.6199 gals.).
 LH0838
 LH0838.The modeled gravity was interpolated from observed gravity values.
 LH0838
 LH0838;                    North         East    Units  Estimated Accuracy
 LH0838;SPC NE       -   115,480.      513,060.      MT  (+/- 180 meters Scaled)
 LH0838
 LH0838                          SUPERSEDED SURVEY CONTROL
 LH0838
 LH0838  NGVD 29 (??/??/92)  752.342  (m)         2468.31   (f) ADJ UNCH    2 0
 LH0838
 LH0838.Superseded values are not recommended for survey control.
 LH0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0838.See file dsdata.txt to determine how the superseded data were derived.
 LH0838
 LH0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML287250(NAD 83)
 LH0838_MARKER: DB = BENCH MARK DISK
 LH0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0838_STAMPING: E 320 1950
 LH0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0838+STABILITY: SURFACE MOTION
 LH0838
 LH0838  HISTORY     - Date     Condition        Report By
 LH0838  HISTORY     - 1950     MONUMENTED       CGS
 LH0838
 LH0838                          STATION DESCRIPTION
 LH0838
 LH0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0838'6 MI NE FROM DARR.
 LH0838'0.3 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0838'RAILROAD STATION AT DARR, THENCE 2.75 MILES NORTH ALONG A
 LH0838'GRAVELED ROAD, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD,
 LH0838'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, 45 FEET WEST OF THE
 LH0838'CENTER LINE OF A NORTH AND SOUTH ROAD, 33 FEET SOUTH OF THE
 LH0838'CENTER LINE OF AN EAST AND WEST ROAD, 33 FEET NORTH OF THE
 LH0838'NORTHEAST CORNER OF A SMALL HOUSE, 9.6 FEET WEST OF A FENCE
 LH0838'CORNER, 1 FOOT NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST,
 LH0838'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 LH0838'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0006 ***********************************************************************
 LJ0006  DESIGNATION -  E 321
 LJ0006  PID         -  LJ0006
 LJ0006  STATE/COUNTY-  NE/DAWSON
 LJ0006  USGS QUAD   -  WILLOW ISLAND (1970)
 LJ0006
 LJ0006                         *CURRENT SURVEY CONTROL
 LJ0006  ___________________________________________________________________
 LJ0006* NAD 83(1986)-  40 53 34.     (N)    100 05 07.     (W)     SCALED    
 LJ0006* NAVD 88     -       773.215  (meters)    2536.79   (feet)  ADJUSTED  
 LJ0006  ___________________________________________________________________
 LJ0006  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 LJ0006  DYNAMIC HT  -         772.758 (meters)    2535.29  (feet)  COMP
 LJ0006  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 LJ0006
 LJ0006  VERT ORDER  -  FIRST     CLASS II
 LJ0006
 LJ0006.The horizontal coordinates were scaled from a topographic map and have
 LJ0006.an estimated accuracy of +/- 6 seconds.
 LJ0006
 LJ0006.The orthometric height was determined by differential leveling
 LJ0006.and adjusted by the National Geodetic Survey in June 1991..
 LJ0006.WARNING-Repeat measurements at this control monument indicate possible
 LJ0006.vertical movement.
 LJ0006
 LJ0006.The geoid height was determined by GEOID03.
 LJ0006
 LJ0006.The dynamic height is computed by dividing the NAVD 88
 LJ0006.geopotential number by the normal gravity value computed on the
 LJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0006.degrees latitude (g = 980.6199 gals.).
 LJ0006
 LJ0006.The modeled gravity was interpolated from observed gravity values.
 LJ0006
 LJ0006;                    North         East    Units  Estimated Accuracy
 LJ0006;SPC NE       -   117,630.      492,820.      MT  (+/- 180 meters Scaled)
 LJ0006
 LJ0006                          SUPERSEDED SURVEY CONTROL
 LJ0006
 LJ0006  NGVD 29 (02/14/92)  772.911  (m)         2535.79   (f) ADJUSTED    1 2
 LJ0006
 LJ0006.Superseded values are not recommended for survey control.
 LJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0006.See file dsdata.txt to determine how the superseded data were derived.
 LJ0006
 LJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML085274(NAD 83)
 LJ0006_MARKER: DB = BENCH MARK DISK
 LJ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0006_SP_SET: CONCRETE POST
 LJ0006_STAMPING: E 321 1950
 LJ0006_MARK LOGO: CGS   
 LJ0006_PROJECTION: RECESSED 15 CENTIMETERS
 LJ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0006+STABILITY: SURFACE MOTION
 LJ0006
 LJ0006  HISTORY     - Date     Condition        Report By
 LJ0006  HISTORY     - 1950     MONUMENTED       CGS
 LJ0006  HISTORY     - 1986     GOOD             NGS
 LJ0006
 LJ0006                          STATION DESCRIPTION
 LJ0006
 LJ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LJ0006'0.9 MI NW FROM WILLOW ISLAND.
 LJ0006'0.9 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LJ0006'STATION AT WILLOW ISLAND, 5 POLES NORTHWEST OF MILEPOST 244,
 LJ0006'82 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 30, 45 FEET
 LJ0006'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS,
 LJ0006'20 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT SOUTHWEST OF THE
 LJ0006'RIGHT OF WAY FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST, SET
 LJ0006'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 LJ0006'THE GROUND.
 LJ0006
 LJ0006                          STATION RECOVERY (1986)
 LJ0006
 LJ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0006'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.55 KM (4.7
 LJ0006'MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE HIGHWAY
 LJ0006'47 AT GOTHENBURG, 1.25 KM (0.8 MI) NORTHWEST OF THE INTERSECTION OF
 LJ0006'THE NORTH-SOUTH SECTION ROAD AT WILLOW ISLAND, 54.7 METERS (179.5 FT)
 LJ0006'SOUTHEAST OF MILEPOST 218, 25.0 METERS (82 FT) SOUTHWEST OF THE
 LJ0006'HIGHWAY CENTERLINE, 13.7 METERS (45 FT) NORTHEAST OF THE NORTHEAST
 LJ0006'RAIL OF THE NORTHEAST SET OF TRACKS OF THE UNION PACIFIC RAILROAD AND
 LJ0006'10.8 METERS (36.5 FT) NORTHWEST OF A UTILITY POLE WITH ONE GUY WIRE.
 LJ0006'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LJ0006'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0530 ***********************************************************************
 LH0530  DESIGNATION -  E 322
 LH0530  PID         -  LH0530
 LH0530  STATE/COUNTY-  NE/BUFFALO
 LH0530  USGS QUAD   -  ELM CREEK EAST (1983)
 LH0530
 LH0530                         *CURRENT SURVEY CONTROL
 LH0530  ___________________________________________________________________
 LH0530* NAD 83(1986)-  40 42 22.     (N)    099 17 35.     (W)     SCALED    
 LH0530* NAVD 88     -       679.166  (meters)    2228.23   (feet)  ADJUSTED  
 LH0530  ___________________________________________________________________
 LH0530  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 LH0530  DYNAMIC HT  -         678.773 (meters)    2226.94  (feet)  COMP
 LH0530  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 LH0530
 LH0530  VERT ORDER  -  FIRST     CLASS II
 LH0530
 LH0530.The horizontal coordinates were scaled from a topographic map and have
 LH0530.an estimated accuracy of +/- 6 seconds.
 LH0530
 LH0530.The orthometric height was determined by differential leveling
 LH0530.and adjusted by the National Geodetic Survey in June 1991..
 LH0530
 LH0530.The geoid height was determined by GEOID03.
 LH0530
 LH0530.The dynamic height is computed by dividing the NAVD 88
 LH0530.geopotential number by the normal gravity value computed on the
 LH0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0530.degrees latitude (g = 980.6199 gals.).
 LH0530
 LH0530.The modeled gravity was interpolated from observed gravity values.
 LH0530
 LH0530;                    North         East    Units  Estimated Accuracy
 LH0530;SPC NE       -    97,150.      559,730.      MT  (+/- 180 meters Scaled)
 LH0530
 LH0530                          SUPERSEDED SURVEY CONTROL
 LH0530
 LH0530  NGVD 29 (02/14/92)  678.907  (m)         2227.38   (f) ADJUSTED    1 2
 LH0530
 LH0530.Superseded values are not recommended for survey control.
 LH0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0530.See file dsdata.txt to determine how the superseded data were derived.
 LH0530
 LH0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML752061(NAD 83)
 LH0530_MARKER: DB = BENCH MARK DISK
 LH0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0530_SP_SET: CONCRETE POST
 LH0530_STAMPING: E 322 1950
 LH0530_MARK LOGO: CGS   
 LH0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0530+STABILITY: SURFACE MOTION
 LH0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0530+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0530
 LH0530  HISTORY     - Date     Condition        Report By
 LH0530  HISTORY     - 1950     MONUMENTED       CGS
 LH0530  HISTORY     - 19910923 GOOD             NGS
 LH0530
 LH0530                          STATION DESCRIPTION
 LH0530
 LH0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0530'2 MI W FROM ODESSA.
 LH0530'2.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0530'AT ODESSA, AT A ROAD CROSSING, 186 FEET SOUTH OF THE SOUTH RAIL
 LH0530'OF THE SOUTH TRACK, 34 FEET EAST OF THE CENTER LINE OF A NORTH
 LH0530'AND SOUTH ROAD, 11 FEET EAST OF A FENCE, 1 FOOT NORTH OF A
 LH0530'FENCE, 1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LH0530'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0530
 LH0530                          STATION RECOVERY (1991)
 LH0530
 LH0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0530'7.8 KM (4.85 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0530'U.S. HIGHWAY 183 IN ELM CREEK, THENCE 0.1 KM (0.05 MI) SOUTHERLY
 LH0530'ALONG A GRAVELED ROAD, 84.5 M (277.2 FT) NORTH OF A UTILITY POLE WITH
 LH0530'A GUY CABLE AT AN IRRIGATION WELL, 56.1 M (184.1 FT) SOUTH OF THE
 LH0530'NEAR RAIL OF THE UNION PACIFIC RAILROAD, 9.9 M (32.5 FT) EAST OF AND
 LH0530'LEVEL WITH THE ROAD CENTER, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 LH0530'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 LH0530'MONUMENT HAS BEEN CHIPPED ON ALL SIDES, BUT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0683 ***********************************************************************
 ML0683  DESIGNATION -  E 323
 ML0683  PID         -  ML0683
 ML0683  STATE/COUNTY-  NE/VALLEY
 ML0683  USGS QUAD   -  ARCADIA EAST (1978)
 ML0683
 ML0683                         *CURRENT SURVEY CONTROL
 ML0683  ___________________________________________________________________
 ML0683* NAD 83(1986)-  41 25 28.     (N)    099 07 18.     (W)     SCALED    
 ML0683* NAVD 88     -       657.774  (meters)    2158.05   (feet)  ADJUSTED  
 ML0683  ___________________________________________________________________
 ML0683  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 ML0683  DYNAMIC HT  -         657.443 (meters)    2156.96  (feet)  COMP
 ML0683  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 ML0683
 ML0683  VERT ORDER  -  FIRST     CLASS II
 ML0683
 ML0683.The horizontal coordinates were scaled from a topographic map and have
 ML0683.an estimated accuracy of +/- 6 seconds.
 ML0683
 ML0683.The orthometric height was determined by differential leveling
 ML0683.and adjusted by the National Geodetic Survey in June 1991..
 ML0683
 ML0683.The geoid height was determined by GEOID03.
 ML0683
 ML0683.The dynamic height is computed by dividing the NAVD 88
 ML0683.geopotential number by the normal gravity value computed on the
 ML0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0683.degrees latitude (g = 980.6199 gals.).
 ML0683
 ML0683.The modeled gravity was interpolated from observed gravity values.
 ML0683
 ML0683;                    North         East    Units  Estimated Accuracy
 ML0683;SPC NE       -   177,030.      573,400.      MT  (+/- 180 meters Scaled)
 ML0683
 ML0683                          SUPERSEDED SURVEY CONTROL
 ML0683
 ML0683  NGVD 29 (??/??/92)  657.528  (m)         2157.24   (f) ADJ UNCH    1 2
 ML0683
 ML0683.Superseded values are not recommended for survey control.
 ML0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0683.See file dsdata.txt to determine how the superseded data were derived.
 ML0683
 ML0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML898858(NAD 83)
 ML0683_MARKER: DB = BENCH MARK DISK
 ML0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0683_SP_SET: CONCRETE BASE
 ML0683_STAMPING: E 323 1950
 ML0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0683
 ML0683  HISTORY     - Date     Condition        Report By
 ML0683  HISTORY     - 1950     MONUMENTED       CGS
 ML0683
 ML0683                          STATION DESCRIPTION
 ML0683
 ML0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0683'AT ARCADIA.
 ML0683'AT ARCADIA, 66 FEET WEST OF THE CENTER LINE OF A NORTH AND
 ML0683'SOUTH STREET, 157 FEET SOUTH OF THE CENTER LINE OF A STREET
 ML0683'LEADING WEST, 0.6 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE
 ML0683'EAST CORNER OF THE BASE OF THE SOUTHEAST LEG OF THE WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0991 ***********************************************************************
 ML0991  DESIGNATION -  E 324
 ML0991  PID         -  ML0991
 ML0991  STATE/COUNTY-  NE/BLAINE
 ML0991  USGS QUAD   -  ALMERIA SW (1952)
 ML0991
 ML0991                         *CURRENT SURVEY CONTROL
 ML0991  ___________________________________________________________________
 ML0991* NAD 83(1986)-  41 49 21.     (N)    099 41 45.     (W)     SCALED    
 ML0991* NAVD 88     -       769.281  (meters)    2523.88   (feet)  ADJUSTED  
 ML0991  ___________________________________________________________________
 ML0991  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 ML0991  DYNAMIC HT  -         768.901 (meters)    2522.64  (feet)  COMP
 ML0991  MODELED GRAV-     980,103.1   (mgal)                       NAVD 88
 ML0991
 ML0991  VERT ORDER  -  SECOND    CLASS 0
 ML0991
 ML0991.The horizontal coordinates were scaled from a topographic map and have
 ML0991.an estimated accuracy of +/- 6 seconds.
 ML0991
 ML0991.The orthometric height was determined by differential leveling
 ML0991.and adjusted by the National Geodetic Survey in June 1991..
 ML0991
 ML0991.The geoid height was determined by GEOID03.
 ML0991
 ML0991.The dynamic height is computed by dividing the NAVD 88
 ML0991.geopotential number by the normal gravity value computed on the
 ML0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0991.degrees latitude (g = 980.6199 gals.).
 ML0991
 ML0991.The modeled gravity was interpolated from observed gravity values.
 ML0991
 ML0991;                    North         East    Units  Estimated Accuracy
 ML0991;SPC NE       -   220,890.      525,260.      MT  (+/- 180 meters Scaled)
 ML0991
 ML0991                          SUPERSEDED SURVEY CONTROL
 ML0991
 ML0991  NGVD 29 (??/??/92)  769.003  (m)         2522.97   (f) ADJ UNCH    2 0
 ML0991
 ML0991.Superseded values are not recommended for survey control.
 ML0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0991.See file dsdata.txt to determine how the superseded data were derived.
 ML0991
 ML0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM422303(NAD 83)
 ML0991_MARKER: DB = BENCH MARK DISK
 ML0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0991_STAMPING: E 324 1950
 ML0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0991+STABILITY: SURFACE MOTION
 ML0991
 ML0991  HISTORY     - Date     Condition        Report By
 ML0991  HISTORY     - 1950     MONUMENTED       CGS
 ML0991  HISTORY     - 1952     GOOD             USGS
 ML0991
 ML0991                          STATION DESCRIPTION
 ML0991
 ML0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0991'9.7 MI W FROM ALMERIA.
 ML0991'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0991'ALMERIA, THENCE 4.75 MILES WEST ALONG A GRADED SAND ROAD, THENCE
 ML0991'2.45 MILES WEST ALONG A SAND ROAD, ALONG THE BLAINE-LOUP COUNTY
 ML0991'LINE, ON THE SIDE OF A HILL, 45 FEET SOUTH OF THE CENTER OF A GATE
 ML0991'1.5 FEET WEST OF A GATE, 1.3 FEET SOUTH OF A WITNESS POST, SET
 ML0991'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0991'THE GROUND.  NOTE-- 0.5 MILE WEST OF BLAINE.  LOUP COUNTY.
 ML0991
 ML0991                          STATION RECOVERY (1952)
 ML0991
 ML0991'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 ML0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1438 ***********************************************************************
 MK1438  DESIGNATION -  E 325
 MK1438  PID         -  MK1438
 MK1438  STATE/COUNTY-  NE/POLK
 MK1438  USGS QUAD   -  CLARKS (1962)
 MK1438
 MK1438                         *CURRENT SURVEY CONTROL
 MK1438  ___________________________________________________________________
 MK1438* NAD 83(1986)-  41 08 00.     (N)    097 48 34.     (W)     SCALED    
 MK1438* NAVD 88     -       537.470  (meters)    1763.35   (feet)  ADJUSTED  
 MK1438  ___________________________________________________________________
 MK1438  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 MK1438  DYNAMIC HT  -         537.201 (meters)    1762.47  (feet)  COMP
 MK1438  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 MK1438
 MK1438  VERT ORDER  -  SECOND    CLASS 0
 MK1438
 MK1438.The horizontal coordinates were scaled from a topographic map and have
 MK1438.an estimated accuracy of +/- 6 seconds.
 MK1438
 MK1438.The orthometric height was determined by differential leveling
 MK1438.and adjusted by the National Geodetic Survey in June 1991..
 MK1438
 MK1438.The geoid height was determined by GEOID03.
 MK1438
 MK1438.The dynamic height is computed by dividing the NAVD 88
 MK1438.geopotential number by the normal gravity value computed on the
 MK1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1438.degrees latitude (g = 980.6199 gals.).
 MK1438
 MK1438.The modeled gravity was interpolated from observed gravity values.
 MK1438
 MK1438;                    North         East    Units  Estimated Accuracy
 MK1438;SPC NE       -   146,660.      683,850.      MT  (+/- 180 meters Scaled)
 MK1438
 MK1438                          SUPERSEDED SURVEY CONTROL
 MK1438
 MK1438  NGVD 29 (??/??/92)  537.253  (m)         1762.64   (f) ADJ UNCH    2 0
 MK1438
 MK1438.Superseded values are not recommended for survey control.
 MK1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1438.See file dsdata.txt to determine how the superseded data were derived.
 MK1438
 MK1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL999542(NAD 83)
 MK1438_MARKER: DB = BENCH MARK DISK
 MK1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1438_STAMPING: E 325 1950
 MK1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1438+STABILITY: SURFACE MOTION
 MK1438
 MK1438  HISTORY     - Date     Condition        Report By
 MK1438  HISTORY     - 1950     MONUMENTED       CGS
 MK1438
 MK1438                          STATION DESCRIPTION
 MK1438
 MK1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1438'5 MI N FROM POLK.
 MK1438'1.25 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1438'STATION AT POLK, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD,
 MK1438'AT A ROAD INTERSECTION, 50 FEET SOUTH OF THE CENTER LINE OF AN
 MK1438'EAST AND WEST ROAD, 36 FEET WEST OF THE CENTER LINE OF A NORTH
 MK1438'AND SOUTH ROAD, 16 FEET SOUTH OF A FENCE CORNER, 1.3 FEET EAST
 MK1438'OF A FENCE, 2.1 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 MK1438'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS
 MK1438'MARK IS 1.0 MILE WEST OF BENCH MARK G 325.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1458 ***********************************************************************
 MK1458  DESIGNATION -  E 327
 MK1458  PID         -  MK1458
 MK1458  STATE/COUNTY-  NE/POLK
 MK1458  USGS QUAD   -  SWEDEHOME (1962)
 MK1458
 MK1458                         *CURRENT SURVEY CONTROL
 MK1458  ___________________________________________________________________
 MK1458* NAD 83(1986)-  41 14 04.     (N)    097 38 09.     (W)     SCALED    
 MK1458* NAVD 88     -       489.300  (meters)    1605.31   (feet)  ADJUSTED  
 MK1458  ___________________________________________________________________
 MK1458  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 MK1458  DYNAMIC HT  -         489.068 (meters)    1604.55  (feet)  COMP
 MK1458  MODELED GRAV-     980,133.9   (mgal)                       NAVD 88
 MK1458
 MK1458  VERT ORDER  -  SECOND    CLASS 0
 MK1458
 MK1458.The horizontal coordinates were scaled from a topographic map and have
 MK1458.an estimated accuracy of +/- 6 seconds.
 MK1458
 MK1458.The orthometric height was determined by differential leveling
 MK1458.and adjusted by the National Geodetic Survey in June 1991..
 MK1458
 MK1458.The geoid height was determined by GEOID03.
 MK1458
 MK1458.The dynamic height is computed by dividing the NAVD 88
 MK1458.geopotential number by the normal gravity value computed on the
 MK1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1458.degrees latitude (g = 980.6199 gals.).
 MK1458
 MK1458.The modeled gravity was interpolated from observed gravity values.
 MK1458
 MK1458;                    North         East    Units  Estimated Accuracy
 MK1458;SPC NE       -   158,270.      698,110.      MT  (+/- 180 meters Scaled)
 MK1458
 MK1458                          SUPERSEDED SURVEY CONTROL
 MK1458
 MK1458  NGVD 29 (??/??/92)  489.097  (m)         1604.65   (f) ADJ UNCH    2 0
 MK1458
 MK1458.Superseded values are not recommended for survey control.
 MK1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1458.See file dsdata.txt to determine how the superseded data were derived.
 MK1458
 MK1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL143656(NAD 83)
 MK1458_MARKER: DB = BENCH MARK DISK
 MK1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1458_STAMPING: E 327 1950
 MK1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1458+STABILITY: SURFACE MOTION
 MK1458
 MK1458  HISTORY     - Date     Condition        Report By
 MK1458  HISTORY     - 1950     MONUMENTED       CGS
 MK1458
 MK1458                          STATION DESCRIPTION
 MK1458
 MK1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1458'6.6 MI S FROM SILVER CREEK.
 MK1458'5.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1458'SILVER CREEK, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, AT A
 MK1458'T ROAD JUNCTION, 37 FEET SOUTH OF THE EXTENDED CENTER LINE OF A
 MK1458'ROAD LEADING WEST, 25 FET EAST OF THE CENTER LINE OF A NORTH
 MK1458'AND SOUTH ROAD, AT THE WEST END OF A WINDBREAK, 31 FEET SOUTH
 MK1458'OF THE CENTER OF A GATE, 1.1 FEET EAST OF A FENCE, 2.3 FEET SOUTH
 MK1458'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1458'PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0 MILE
 MK1458'SOUTH OF BENCH MARK F 327.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0511 ***********************************************************************
 ML0511  DESIGNATION -  E 328
 ML0511  PID         -  ML0511
 ML0511  STATE/COUNTY-  NE/VALLEY
 ML0511  USGS QUAD   -  ORD (1985)
 ML0511
 ML0511                         *CURRENT SURVEY CONTROL
 ML0511  ___________________________________________________________________
 ML0511* NAD 83(1995)-  41 37 23.95021(N)    098 56 49.89984(W)     ADJUSTED  
 ML0511* NAVD 88     -       626.869  (meters)    2056.65   (feet)  ADJUSTED  
 ML0511  ___________________________________________________________________
 ML0511  X           -    -742,680.869 (meters)                     COMP
 ML0511  Y           -  -4,717,236.324 (meters)                     COMP
 ML0511  Z           -   4,214,821.032 (meters)                     COMP
 ML0511  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 ML0511  ELLIP HEIGHT-         602.97  (meters)          (06/27/02) GPS OBS
 ML0511  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 ML0511  DYNAMIC HT  -         626.562 (meters)    2055.65  (feet)  COMP
 ML0511  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 ML0511
 ML0511  HORZ ORDER  -  FIRST
 ML0511  VERT ORDER  -  SECOND    CLASS 0
 ML0511  ELLP ORDER  -  FOURTH    CLASS I
 ML0511
 ML0511.This mark is at Evelyn Sharp Field Airport (ODX)
 ML0511
 ML0511.The horizontal coordinates were established by GPS observations
 ML0511.and adjusted by the National Geodetic Survey in August 1997..
 ML0511
 ML0511.The orthometric height was determined by differential leveling
 ML0511.and adjusted by the National Geodetic Survey in June 1991..
 ML0511
 ML0511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0511
 ML0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML0511
 ML0511.The ellipsoidal height was determined by GPS observations
 ML0511.and is referenced to NAD 83.
 ML0511
 ML0511.The geoid height was determined by GEOID03.
 ML0511
 ML0511.The dynamic height is computed by dividing the NAVD 88
 ML0511.geopotential number by the normal gravity value computed on the
 ML0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0511.degrees latitude (g = 980.6199 gals.).
 ML0511
 ML0511.The modeled gravity was interpolated from observed gravity values.
 ML0511
 ML0511;                    North         East     Units Scale Factor Converg.
 ML0511;SPC NE       -   199,267.849   587,706.331   MT  0.99966069   +0 41 51.7
 ML0511;UTM  14      - 4,607,956.543   504,398.931   MT  0.99960024   +0 02 06.3
 ML0511
 ML0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0511!SPC NE       -   0.99990543  x   0.99966069  =   0.99956616
 ML0511!UTM  14      -   0.99990543  x   0.99960024  =   0.99950571
 ML0511
 ML0511                          SUPERSEDED SURVEY CONTROL
 ML0511
 ML0511  ELLIP H (08/18/97)  603.07   (m)                       GP(       ) 4 1
 ML0511  NAD 83(1986)-  41 37 23.95794(N)    098 56 49.90505(W) AD(       ) 1
 ML0511  NGVD 29 (??/??/92)  626.614  (m)         2055.82   (f) ADJ UNCH    2 0
 ML0511
 ML0511.Superseded values are not recommended for survey control.
 ML0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0511.See file dsdata.txt to determine how the superseded data were derived.
 ML0511
 ML0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0439907957(NAD 83)
 ML0511_MARKER: DB = BENCH MARK DISK
 ML0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0511_SP_SET: CONCRETE POST
 ML0511_STAMPING: E 328 1950
 ML0511_MARK LOGO: CGS   
 ML0511_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ML0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0511+STABILITY: SURFACE MOTION
 ML0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0511+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 ML0511
 ML0511  HISTORY     - Date     Condition        Report By
 ML0511  HISTORY     - 1950     MONUMENTED       CGS
 ML0511  HISTORY     - 1985     GOOD             NEDR
 ML0511  HISTORY     - 1985     GOOD             NGS
 ML0511  HISTORY     - 19890516 GOOD             NGS
 ML0511  HISTORY     - 19900615 GOOD             NGS
 ML0511
 ML0511                          STATION DESCRIPTION
 ML0511
 ML0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0511'2.1 MI NW FROM ORD.
 ML0511'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 ML0511'AT ORD, AT THE ORD MUNICIPAL AIRPORT, 82 FEET SOUTHWEST OF THE
 ML0511'CENTER LINE OF THE HIGHWAY, 46 FEET SOUTH OF THE SOUTH CORNER
 ML0511'OF A SMALL WOODEN BRIDGE, 34 FEET SOUTHEAST OF THE CENTER OF
 ML0511'THE MAIN ENTRANCE, 25 FEET SOUTHWEST OF A FENCE CORNER, 1.3
 ML0511'FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST,
 ML0511'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0511'THE GROUND.
 ML0511
 ML0511                          STATION RECOVERY (1985)
 ML0511
 ML0511'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0511'RECOVERED IN GOOD CONDITION.
 ML0511
 ML0511                          STATION RECOVERY (1985)
 ML0511
 ML0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0511'THE OLD WITNESS POST AND REPLACED WITH A NEW CARSONITE POST.
 ML0511
 ML0511                          STATION RECOVERY (1989)
 ML0511
 ML0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML0511'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF ORD, 2.3 KM
 ML0511'(1.45 MI) WEST OF THE JUNCTION OF STATE HIGHWAYS 11 AND 70, AT THE
 ML0511'ORD/EVELYN SHARP FIELD, NEAR THE JUNCTION OF STATE HIGHWAY 11 AND THE
 ML0511'SOTHEAST AIRPORT ENTRANCE ROAD.  OWNERSHIP--VALLEY COUNTY AIRPORT
 ML0511'AUTHORITY, 1411 M STREET, ORD, NE 68862.  AIRPORT MANAGER IS BEN
 ML0511'WADES, 2818 J STREET, ORD, NE 68862, TELEPHONE IS 308-728-3919 OR
 ML0511'728-7676.
 ML0511'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ORD, GO WEST ALONG
 ML0511'STATE HIGHWAYS 11 AND 70 FOR 1.1 KM (0.70 MI) TO THE JUNCTION OF STATE
 ML0511'HIGHWAY 70 WEST AND STATE HIGHWAY 11 NORTH.  TURN RIGHT AND GO
 ML0511'NORTHERLY ON STATE HIGHWAY 11 FOR 2.3 KM (1.45 MI) TO THE AIRPORT
 ML0511'ENTRANCE ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 ML0511'THE STATION MARK IS SET 25.0 M (82.0 FT) SOUTH-SOUTHWEST OF THE
 ML0511'CENTERLINE OF THE HIGHWAY, 9.8 M (32.2 FT) SOUTHEAST OF THE
 ML0511'APPROXIMATE CENTER OF THE ENTRANCE ROAD, 7.3 M (24.0 FT)
 ML0511'WEST-SOUTHWEST OF A CORNER FENCE POST, 1.5 M (4.9 FT) NORTHWEST OF A
 ML0511'FENCELINE AND 0.60 M (2.0 FT) NORTH OF A WITNESS POST.
 ML0511'DESCRIBED BY E.A.RICE.
 ML0511
 ML0511                          STATION RECOVERY (1990)
 ML0511
 ML0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 ML0511'THE STATION IS LOCATED AT THE EVELYN SHARP FIELD NEAR THE SOUTHEAST
 ML0511'ENTRANCE TO THE AIRPORT.  IT IS 82.2 FT (25.1 M) SOUTHWEST OF THE
 ML0511'CENTERLINE OF STATE HIGHWAY 11, 33 FT (10.1 M) SOUTHEAST OF THE
 ML0511'CENTERLINE OF THE DIRT AIRPORT ENTRANCE ROAD, 26.3 FT (8.0 M) WEST OF
 ML0511'A WOOD POWER POLE AND 4.8 FT (1.5 M) NORTHWEST OF A WIRE FENCE.  THE
 ML0511'STATION IS A STANDARD BENCH MARK DISK STAMPED E 328 1950 SET IN THE
 ML0511'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0644 ***********************************************************************
 ML0644  DESIGNATION -  E 329
 ML0644  PID         -  ML0644
 ML0644  STATE/COUNTY-  NE/VALLEY
 ML0644  USGS QUAD   -  COMSTOCK SE (1952)
 ML0644
 ML0644                         *CURRENT SURVEY CONTROL
 ML0644  ___________________________________________________________________
 ML0644* NAD 83(1986)-  41 31 00.     (N)    099 00 04.     (W)     SCALED    
 ML0644* NAVD 88     -       667.092  (meters)    2188.62   (feet)  ADJUSTED  
 ML0644  ___________________________________________________________________
 ML0644  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 ML0644  DYNAMIC HT  -         666.760 (meters)    2187.53  (feet)  COMP
 ML0644  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 ML0644
 ML0644  VERT ORDER  -  SECOND    CLASS 0
 ML0644
 ML0644.The horizontal coordinates were scaled from a topographic map and have
 ML0644.an estimated accuracy of +/- 6 seconds.
 ML0644
 ML0644.The orthometric height was determined by differential leveling
 ML0644.and adjusted by the National Geodetic Survey in June 1991..
 ML0644
 ML0644.The geoid height was determined by GEOID03.
 ML0644
 ML0644.The dynamic height is computed by dividing the NAVD 88
 ML0644.geopotential number by the normal gravity value computed on the
 ML0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0644.degrees latitude (g = 980.6199 gals.).
 ML0644
 ML0644.The modeled gravity was interpolated from observed gravity values.
 ML0644
 ML0644;                    North         East    Units  Estimated Accuracy
 ML0644;SPC NE       -   187,370.      583,350.      MT  (+/- 180 meters Scaled)
 ML0644
 ML0644                          SUPERSEDED SURVEY CONTROL
 ML0644
 ML0644  NGVD 29 (??/??/92)  666.838  (m)         2187.78   (f) ADJ UNCH    2 0
 ML0644
 ML0644.Superseded values are not recommended for survey control.
 ML0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0644.See file dsdata.txt to determine how the superseded data were derived.
 ML0644
 ML0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML999961(NAD 83)
 ML0644_MARKER: DB = BENCH MARK DISK
 ML0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0644_STAMPING: E 329 1950
 ML0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0644+STABILITY: SURFACE MOTION
 ML0644
 ML0644  HISTORY     - Date     Condition        Report By
 ML0644  HISTORY     - 1950     MONUMENTED       CGS
 ML0644
 ML0644                          STATION DESCRIPTION
 ML0644
 ML0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0644'8.8 MI SW FROM ORD.
 ML0644'8.85 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE POST
 ML0644'OFFICE AT ORD, 0.15 MILE SOUTH OF A FARMHOUSE, 39 FEET WEST OF THE
 ML0644'CENTER LINE OF THE HIGHWAY, 1.8 FEET NORTHWEST OF A FENCE
 ML0644'CORNER, 1 FOOT NORTH OF A FENCE, 1.5 FEET EAST OF A WITNESS
 ML0644'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 ML0644'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0893 ***********************************************************************
 MK0893  DESIGNATION -  E 330
 MK0893  PID         -  MK0893
 MK0893  STATE/COUNTY-  NE/BUTLER
 MK0893  USGS QUAD   -  ROGERS (1968)
 MK0893
 MK0893                         *CURRENT SURVEY CONTROL
 MK0893  ___________________________________________________________________
 MK0893* NAD 83(1986)-  41 24 27.     (N)    096 56 03.     (W)     SCALED    
 MK0893* NAVD 88     -       408.798  (meters)    1341.20   (feet)  ADJUSTED  
 MK0893  ___________________________________________________________________
 MK0893  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 MK0893  DYNAMIC HT  -         408.622 (meters)    1340.62  (feet)  COMP
 MK0893  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 MK0893
 MK0893  VERT ORDER  -  SECOND    CLASS 0
 MK0893
 MK0893.The horizontal coordinates were scaled from a topographic map and have
 MK0893.an estimated accuracy of +/- 6 seconds.
 MK0893
 MK0893.The orthometric height was determined by differential leveling
 MK0893.and adjusted by the National Geodetic Survey in June 1991..
 MK0893
 MK0893.The geoid height was determined by GEOID03.
 MK0893
 MK0893.The dynamic height is computed by dividing the NAVD 88
 MK0893.geopotential number by the normal gravity value computed on the
 MK0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0893.degrees latitude (g = 980.6199 gals.).
 MK0893
 MK0893.The modeled gravity was interpolated from observed gravity values.
 MK0893
 MK0893;                    North         East    Units  Estimated Accuracy
 MK0893;SPC NE       -   179,320.      756,210.      MT  (+/- 180 meters Scaled)
 MK0893
 MK0893                          SUPERSEDED SURVEY CONTROL
 MK0893
 MK0893  NGVD 29 (??/??/92)  408.639  (m)         1340.68   (f) ADJ UNCH    2 0
 MK0893
 MK0893.Superseded values are not recommended for survey control.
 MK0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0893.See file dsdata.txt to determine how the superseded data were derived.
 MK0893
 MK0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL726860(NAD 83)
 MK0893_MARKER: DB = BENCH MARK DISK
 MK0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0893_STAMPING: E 330 1950
 MK0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0893+STABILITY: SURFACE MOTION
 MK0893
 MK0893  HISTORY     - Date     Condition        Report By
 MK0893  HISTORY     - 1950     MONUMENTED       CGS
 MK0893
 MK0893                          STATION DESCRIPTION
 MK0893
 MK0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0893'0.6 MI SW FROM LINWOOD.
 MK0893'0.4 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0893'LINWOOD, THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.1
 MK0893'MILE SOUTH ALONG A GRAVELED ROAD, IN THE SOUTHWEST CORNER OF A
 MK0893'SMALL PASTURE, 82 FEET SOUTH OF THE MOST SOUTHERLY ONE OF A ROW
 MK0893'OF CEDAR TREES, 38 FEET EAST OF THE CENTER LINE OF THE ROAD, 15.3
 MK0893'FEET NORTH OF A POWER POLE, 2.3 FEET EAST OF A FENCE, 1.2 FEET
 MK0893'NORTH OF A FENCE, 3.2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 MK0893'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0894 ***********************************************************************
 MK0894  DESIGNATION -  E 330 RESET
 MK0894  PID         -  MK0894
 MK0894  STATE/COUNTY-  NE/BUTLER
 MK0894  USGS QUAD   -  ROGERS (1968)
 MK0894
 MK0894                         *CURRENT SURVEY CONTROL
 MK0894  ___________________________________________________________________
 MK0894* NAD 83(1986)-  41 24 27.     (N)    096 56 04.     (W)     SCALED    
 MK0894* NAVD 88     -       408.87   (meters)    1341.4    (feet)  RESET     
 MK0894  ___________________________________________________________________
 MK0894  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 MK0894
 MK0894  VERT ORDER  -  THIRD
 MK0894
 MK0894.The horizontal coordinates were scaled from a topographic map and have
 MK0894.an estimated accuracy of +/- 6 seconds.
 MK0894
 MK0894.The orthometric height was computed from unverified reset data.
 MK0894
 MK0894.The geoid height was determined by GEOID03.
 MK0894
 MK0894;                    North         East    Units  Estimated Accuracy
 MK0894;SPC NE       -   179,320.      756,190.      MT  (+/- 180 meters Scaled)
 MK0894
 MK0894                          SUPERSEDED SURVEY CONTROL
 MK0894
 MK0894  NGVD 29 (??/??/??)  408.71   (m)         1340.9    (f) RESET       3  
 MK0894
 MK0894.Superseded values are not recommended for survey control.
 MK0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0894.See file dsdata.txt to determine how the superseded data were derived.
 MK0894
 MK0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL726860(NAD 83)
 MK0894_MARKER: DB = BENCH MARK DISK
 MK0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0894_STAMPING: E 330 RESET 1968
 MK0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0894+STABILITY: SURFACE MOTION
 MK0894
 MK0894  HISTORY     - Date     Condition        Report By
 MK0894  HISTORY     - 1968     MONUMENTED       NEDR
 MK0894
 MK0894                          STATION DESCRIPTION
 MK0894
 MK0894'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1968
 MK0894'0.6 MI SW FROM LINWOOD.
 MK0894'0.4 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 MK0894'LINWOOD, THENCE 0.15 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.1
 MK0894'MILE SOUTH ALONG A GRAVEL ROAD, IN THE SOUTHWEST CORNER OF A SMALL
 MK0894'PASTURE, 82 FEET SOUTH OF THE MOST SOUTHERLY OF A ROW OF CEDAR
 MK0894'TREES, 60 FEET EAST OF THE CENTER LINE OF THE NEW HIGHWAY, 2
 MK0894'FEET EAST OF A WITNESS POST, 1 FOOT WEST OF A FENCE LINE, SET
 MK0894'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 MK0894'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0971 ***********************************************************************
 ML0971  DESIGNATION -  E 332
 ML0971  PID         -  ML0971
 ML0971  STATE/COUNTY-  NE/CUSTER
 ML0971  USGS QUAD   -  ANSELMO NE (1978)
 ML0971
 ML0971                         *CURRENT SURVEY CONTROL
 ML0971  ___________________________________________________________________
 ML0971* NAD 83(1986)-  41 40 20.     (N)    099 47 11.     (W)     SCALED    
 ML0971* NAVD 88     -       787.098  (meters)    2582.34   (feet)  ADJUSTED  
 ML0971  ___________________________________________________________________
 ML0971  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 ML0971  DYNAMIC HT  -         786.693 (meters)    2581.01  (feet)  COMP
 ML0971  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 ML0971
 ML0971  VERT ORDER  -  SECOND    CLASS 0
 ML0971
 ML0971.The horizontal coordinates were scaled from a topographic map and have
 ML0971.an estimated accuracy of +/- 6 seconds.
 ML0971
 ML0971.The orthometric height was determined by differential leveling
 ML0971.and adjusted by the National Geodetic Survey in June 1991..
 ML0971
 ML0971.The geoid height was determined by GEOID03.
 ML0971
 ML0971.The dynamic height is computed by dividing the NAVD 88
 ML0971.geopotential number by the normal gravity value computed on the
 ML0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0971.degrees latitude (g = 980.6199 gals.).
 ML0971
 ML0971.The modeled gravity was interpolated from observed gravity values.
 ML0971
 ML0971;                    North         East    Units  Estimated Accuracy
 ML0971;SPC NE       -   204,190.      517,780.      MT  (+/- 180 meters Scaled)
 ML0971
 ML0971                          SUPERSEDED SURVEY CONTROL
 ML0971
 ML0971  NGVD 29 (??/??/92)  786.812  (m)         2581.40   (f) ADJ UNCH    2 0
 ML0971
 ML0971.Superseded values are not recommended for survey control.
 ML0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0971.See file dsdata.txt to determine how the superseded data were derived.
 ML0971
 ML0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM345136(NAD 83)
 ML0971_MARKER: DB = BENCH MARK DISK
 ML0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0971_STAMPING: E 332 1950
 ML0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0971+STABILITY: SURFACE MOTION
 ML0971
 ML0971  HISTORY     - Date     Condition        Report By
 ML0971  HISTORY     - 1950     MONUMENTED       CGS
 ML0971
 ML0971                          STATION DESCRIPTION
 ML0971
 ML0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0971'5.5 MI SW FROM MILBURN.
 ML0971'1.1 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 ML0971'AT MILBURN, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD,
 ML0971'THENCE 3.4 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD,
 ML0971'AT A JUNCTION WITH A TRACK FARM ROAD LEADING SOUTHEAST, 238 FEET
 ML0971'SOUTHEAST OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING
 ML0971'SOUTHWEST, 0.1 MILE SOUTHEAST OF A WINDMILL, 13 FEET SOUTHWEST
 ML0971'OF THE CENTER LINE OF THE TRACK ROAD LEADING SOUTHEAST, 1 FOOT
 ML0971'NORTHEAST OF A FENCE, 1 FOOT NORTHWEST OF A WITNESS POST, SET
 ML0971'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 ML0971'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1367 ***********************************************************************
 MK1367  DESIGNATION -  E 333
 MK1367  PID         -  MK1367
 MK1367  STATE/COUNTY-  NE/MERRICK
 MK1367  USGS QUAD   -  POLK NW (1962)
 MK1367
 MK1367                         *CURRENT SURVEY CONTROL
 MK1367  ___________________________________________________________________
 MK1367* NAD 83(1986)-  41 10 16.     (N)    097 57 29.     (W)     SCALED    
 MK1367* NAVD 88     -       508.388  (meters)    1667.94   (feet)  ADJUSTED  
 MK1367  ___________________________________________________________________
 MK1367  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 MK1367  DYNAMIC HT  -         508.141 (meters)    1667.13  (feet)  COMP
 MK1367  MODELED GRAV-     980,122.5   (mgal)                       NAVD 88
 MK1367
 MK1367  VERT ORDER  -  FIRST     CLASS II
 MK1367
 MK1367.The horizontal coordinates were scaled from a topographic map and have
 MK1367.an estimated accuracy of +/- 6 seconds.
 MK1367
 MK1367.The orthometric height was determined by differential leveling
 MK1367.and adjusted by the National Geodetic Survey in June 1991..
 MK1367
 MK1367.The geoid height was determined by GEOID03.
 MK1367
 MK1367.The dynamic height is computed by dividing the NAVD 88
 MK1367.geopotential number by the normal gravity value computed on the
 MK1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1367.degrees latitude (g = 980.6199 gals.).
 MK1367
 MK1367.The modeled gravity was interpolated from observed gravity values.
 MK1367
 MK1367;                    North         East    Units  Estimated Accuracy
 MK1367;SPC NE       -   150,550.      671,280.      MT  (+/- 180 meters Scaled)
 MK1367
 MK1367                          SUPERSEDED SURVEY CONTROL
 MK1367
 MK1367  NGVD 29 (??/??/92)  508.175  (m)         1667.24   (f) ADJ UNCH    1 2
 MK1367
 MK1367.Superseded values are not recommended for survey control.
 MK1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1367.See file dsdata.txt to determine how the superseded data were derived.
 MK1367
 MK1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL874582(NAD 83)
 MK1367_MARKER: DB = BENCH MARK DISK
 MK1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1367_STAMPING: E 333 1950
 MK1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1367+STABILITY: SURFACE MOTION
 MK1367
 MK1367  HISTORY     - Date     Condition        Report By
 MK1367  HISTORY     - 1950     MONUMENTED       CGS
 MK1367
 MK1367                          STATION DESCRIPTION
 MK1367
 MK1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1367'5.2 MI NE FROM CENTRAL CITY.
 MK1367'2.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1367'STATION AT CENTRAL CITY, THENCE 2.2 MILES NORTH ALONG A GRADED
 MK1367'DIRT ROAD, THENCE 0.3 MILE EAST THROUGH A FARMYARD, AT THE SILVER
 MK1367'T AIRPORT, 68 FEET SOUTHWEST OF A GASOLINE PUMP, 2.2 FEET SOUTHEAST
 MK1367'OF THE SOUTHEAST CORNER OF THE SOUTH HANGAR, SET IN THE TOP OF A
 MK1367'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0173 ***********************************************************************
 LH0173  DESIGNATION -  E 334
 LH0173  PID         -  LH0173
 LH0173  STATE/COUNTY-  NE/HAMILTON
 LH0173  USGS QUAD   -  MURPHY (1969)
 LH0173
 LH0173                         *CURRENT SURVEY CONTROL
 LH0173  ___________________________________________________________________
 LH0173* NAD 83(1986)-  40 58 25.     (N)    098 05 37.     (W)     SCALED    
 LH0173* NAVD 88     -       566.602  (meters)    1858.93   (feet)  ADJUSTED  
 LH0173  ___________________________________________________________________
 LH0173  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 LH0173  DYNAMIC HT  -         566.310 (meters)    1857.97  (feet)  COMP
 LH0173  MODELED GRAV-     980,090.1   (mgal)                       NAVD 88
 LH0173
 LH0173  VERT ORDER  -  SECOND    CLASS 0
 LH0173
 LH0173.The horizontal coordinates were scaled from a topographic map and have
 LH0173.an estimated accuracy of +/- 6 seconds.
 LH0173
 LH0173.The orthometric height was determined by differential leveling
 LH0173.and adjusted by the National Geodetic Survey in June 1991..
 LH0173
 LH0173.The geoid height was determined by GEOID03.
 LH0173
 LH0173.The dynamic height is computed by dividing the NAVD 88
 LH0173.geopotential number by the normal gravity value computed on the
 LH0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0173.degrees latitude (g = 980.6199 gals.).
 LH0173
 LH0173.The modeled gravity was interpolated from observed gravity values.
 LH0173
 LH0173;                    North         East    Units  Estimated Accuracy
 LH0173;SPC NE       -   128,370.      660,400.      MT  (+/- 180 meters Scaled)
 LH0173
 LH0173                          SUPERSEDED SURVEY CONTROL
 LH0173
 LH0173  NGVD 29 (??/??/92)  566.369  (m)         1858.16   (f) ADJ UNCH    2 0
 LH0173
 LH0173.Superseded values are not recommended for survey control.
 LH0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0173.See file dsdata.txt to determine how the superseded data were derived.
 LH0173
 LH0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL762362(NAD 83)
 LH0173_MARKER: DB = BENCH MARK DISK
 LH0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0173_STAMPING: E 334 1950
 LH0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0173+STABILITY: SURFACE MOTION
 LH0173
 LH0173  HISTORY     - Date     Condition        Report By
 LH0173  HISTORY     - 1950     MONUMENTED       CGS
 LH0173
 LH0173                          STATION DESCRIPTION
 LH0173
 LH0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0173'6.5 MI SW FROM MARQUETTE.
 LH0173'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0173'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0173'3.0 MILES WEST ALONG A DIRT ROAD, AT A ROAD INTERSECTION, 48 FEET
 LH0173'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 34 FEET
 LH0173'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 13.5 FEET
 LH0173'WEST OF A TELEPHONE POLE, 13.5 FEET WEST OF A FENCE CORNER, 1.8
 LH0173'FEET SOUTH OF A FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE
 LH0173'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LH0173'NOTE-- THIS MARK IS 0.8 MILE EAST OF BENCH MARK F 334.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1326 ***********************************************************************
 MK1326  DESIGNATION -  E 335
 MK1326  PID         -  MK1326
 MK1326  STATE/COUNTY-  NE/BUTLER
 MK1326  USGS QUAD   -  COLUMBUS SE (1976)
 MK1326
 MK1326                         *CURRENT SURVEY CONTROL
 MK1326  ___________________________________________________________________
 MK1326* NAD 83(1986)-  41 19 19.     (N)    097 19 51.     (W)     SCALED    
 MK1326* NAVD 88     -       452.127  (meters)    1483.35   (feet)  ADJUSTED  
 MK1326  ___________________________________________________________________
 MK1326  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 MK1326  DYNAMIC HT  -         451.925 (meters)    1482.69  (feet)  COMP
 MK1326  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 MK1326
 MK1326  VERT ORDER  -  SECOND    CLASS 0
 MK1326
 MK1326.The horizontal coordinates were scaled from a topographic map and have
 MK1326.an estimated accuracy of +/- 6 seconds.
 MK1326
 MK1326.The orthometric height was determined by differential leveling
 MK1326.and adjusted by the National Geodetic Survey in June 1991..
 MK1326
 MK1326.The geoid height was determined by GEOID03.
 MK1326
 MK1326.The dynamic height is computed by dividing the NAVD 88
 MK1326.geopotential number by the normal gravity value computed on the
 MK1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1326.degrees latitude (g = 980.6199 gals.).
 MK1326
 MK1326.The modeled gravity was interpolated from observed gravity values.
 MK1326
 MK1326;                    North         East    Units  Estimated Accuracy
 MK1326;SPC NE       -   168,720.      723,360.      MT  (+/- 180 meters Scaled)
 MK1326
 MK1326                          SUPERSEDED SURVEY CONTROL
 MK1326
 MK1326  NGVD 29 (??/??/92)  451.949  (m)         1482.77   (f) ADJ UNCH    2 0
 MK1326
 MK1326.Superseded values are not recommended for survey control.
 MK1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1326.See file dsdata.txt to determine how the superseded data were derived.
 MK1326
 MK1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL396758(NAD 83)
 MK1326_MARKER: DB = BENCH MARK DISK
 MK1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1326_STAMPING: E 335 1950
 MK1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1326+STABILITY: SURFACE MOTION
 MK1326
 MK1326  HISTORY     - Date     Condition        Report By
 MK1326  HISTORY     - 1950     MONUMENTED       CGS
 MK1326
 MK1326                          STATION DESCRIPTION
 MK1326
 MK1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1326'6.2 MI W FROM BELLWOOD.
 MK1326'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1326'BELLWOOD, THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, THENCE
 MK1326'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG
 MK1326'A GRAVELED ROAD, AT A ROAD INTERSECTION, AT THE EAST END OF AN
 MK1326'EAST AND WEST WINDBREAK, 73 FEET NORTH OF THE CENTER LINE OF AN
 MK1326'EAST AND WEST ROAD, 42 FEET WEST OF THE CENTER LINE OF A NORTH
 MK1326'AND SOUTH ROAD, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 MK1326'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0131 ***********************************************************************
 LH0131  DESIGNATION -  E 336
 LH0131  PID         -  LH0131
 LH0131  STATE/COUNTY-  NE/HAMILTON
 LH0131  USGS QUAD   -  PHILLIPS (1962)
 LH0131
 LH0131                         *CURRENT SURVEY CONTROL
 LH0131  ___________________________________________________________________
 LH0131* NAD 83(1986)-  40 52 54.     (N)    098 10 17.     (W)     SCALED    
 LH0131* NAVD 88     -       570.524  (meters)    1871.79   (feet)  ADJUSTED  
 LH0131  ___________________________________________________________________
 LH0131  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 LH0131  DYNAMIC HT  -         570.225 (meters)    1870.81  (feet)  COMP
 LH0131  MODELED GRAV-     980,081.5   (mgal)                       NAVD 88
 LH0131
 LH0131  VERT ORDER  -  SECOND    CLASS 0
 LH0131
 LH0131.The horizontal coordinates were scaled from a topographic map and have
 LH0131.an estimated accuracy of +/- 6 seconds.
 LH0131
 LH0131.The orthometric height was determined by differential leveling
 LH0131.and adjusted by the National Geodetic Survey in June 1991..
 LH0131
 LH0131.The geoid height was determined by GEOID03.
 LH0131
 LH0131.The dynamic height is computed by dividing the NAVD 88
 LH0131.geopotential number by the normal gravity value computed on the
 LH0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0131.degrees latitude (g = 980.6199 gals.).
 LH0131
 LH0131.The modeled gravity was interpolated from observed gravity values.
 LH0131
 LH0131;                    North         East    Units  Estimated Accuracy
 LH0131;SPC NE       -   118,020.      654,070.      MT  (+/- 180 meters Scaled)
 LH0131
 LH0131                          SUPERSEDED SURVEY CONTROL
 LH0131
 LH0131  NGVD 29 (??/??/92)  570.287  (m)         1871.02   (f) ADJ UNCH    2 0
 LH0131
 LH0131.Superseded values are not recommended for survey control.
 LH0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0131.See file dsdata.txt to determine how the superseded data were derived.
 LH0131
 LH0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL698259(NAD 83)
 LH0131_MARKER: DB = BENCH MARK DISK
 LH0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0131_STAMPING: E 336 1950
 LH0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0131+STABILITY: SURFACE MOTION
 LH0131
 LH0131  HISTORY     - Date     Condition        Report By
 LH0131  HISTORY     - 1950     MONUMENTED       CGS
 LH0131
 LH0131                          STATION DESCRIPTION
 LH0131
 LH0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0131'2.5 MI SE FROM PHILLIPS.
 LH0131'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0131'FROM THE STATION AT PHILLIPS, THENCE 0.1 MILE SOUTH ALONG A
 LH0131'GRAVELED ROAD, AT A ROAD INTERSECTION, 37 FEET WEST OF THE CENTER
 LH0131'LINE OF A NORTH AND SOUTH ROAD, 37 FEET NORTH OF THE CENTER LINE
 LH0131'OF AN EAST AND WEST ROAD, 4 FEET NORTHWEST OF A TELEPHONE POLE,
 LH0131'2.7 FEET WEST OF A FENCE, 2 FEET NORTH OF A FENCE, 1.2 FEET
 LH0131'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0131'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0141 ***********************************************************************
 LH0141  DESIGNATION -  E 337
 LH0141  PID         -  LH0141
 LH0141  STATE/COUNTY-  NE/HAMILTON
 LH0141  USGS QUAD   -  PHILLIPS (1962)
 LH0141
 LH0141                         *CURRENT SURVEY CONTROL
 LH0141  ___________________________________________________________________
 LH0141* NAD 83(1986)-  40 52 58.     (N)    098 08 08.     (W)     SCALED    
 LH0141* NAVD 88     -       558.671  (meters)    1832.91   (feet)  ADJUSTED  
 LH0141  ___________________________________________________________________
 LH0141  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 LH0141  DYNAMIC HT  -         558.378 (meters)    1831.95  (feet)  COMP
 LH0141  MODELED GRAV-     980,083.3   (mgal)                       NAVD 88
 LH0141
 LH0141  VERT ORDER  -  SECOND    CLASS 0
 LH0141
 LH0141.The horizontal coordinates were scaled from a topographic map and have
 LH0141.an estimated accuracy of +/- 6 seconds.
 LH0141
 LH0141.The orthometric height was determined by differential leveling
 LH0141.and adjusted by the National Geodetic Survey in June 1991..
 LH0141
 LH0141.The geoid height was determined by GEOID03.
 LH0141
 LH0141.The dynamic height is computed by dividing the NAVD 88
 LH0141.geopotential number by the normal gravity value computed on the
 LH0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0141.degrees latitude (g = 980.6199 gals.).
 LH0141
 LH0141.The modeled gravity was interpolated from observed gravity values.
 LH0141
 LH0141;                    North         East    Units  Estimated Accuracy
 LH0141;SPC NE       -   118,210.      657,090.      MT  (+/- 180 meters Scaled)
 LH0141
 LH0141                          SUPERSEDED SURVEY CONTROL
 LH0141
 LH0141  NGVD 29 (??/??/92)  558.433  (m)         1832.13   (f) ADJ UNCH    2 0
 LH0141
 LH0141.Superseded values are not recommended for survey control.
 LH0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0141.See file dsdata.txt to determine how the superseded data were derived.
 LH0141
 LH0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL728261(NAD 83)
 LH0141_MARKER: DB = BENCH MARK DISK
 LH0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0141_SP_SET: CULVERT
 LH0141_STAMPING: E 337 1950
 LH0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0141
 LH0141  HISTORY     - Date     Condition        Report By
 LH0141  HISTORY     - 1950     MONUMENTED       CGS
 LH0141
 LH0141                          STATION DESCRIPTION
 LH0141
 LH0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0141'1.1 MI NW FROM MURPHY.
 LH0141'0.85 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0141'FROM THE AURORA COOP. GRAIN ELEVATOR AT MURPHY, THENCE 0.25 MILE
 LH0141'NORTH ALONG A GRADED DIRT ROAD, AT A ROAD INTERSECTION, 53 FEET
 LH0141'SOUTH OF THE CENTER LINE OF AN EAST AND WEST DIRT ROAD, 31 FEET
 LH0141'SOUTHWEST OF A POWER POLE, 9 FEET EAST OF THE CENTER LINE OF A
 LH0141'NORTH AND SOUTH DIRT ROAD, SET IN THE TOP OF THE SOUTH END OF
 LH0141'THE EAST HEADWALL OF A CONCRETE CULVERT, 1 FOOT ABOVE THE LEVEL
 LH0141'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0134 ***********************************************************************
 LH0134  DESIGNATION -  E 338
 LH0134  PID         -  LH0134
 LH0134  STATE/COUNTY-  NE/HAMILTON
 LH0134  USGS QUAD   -  AURORA WEST (1968)
 LH0134
 LH0134                         *CURRENT SURVEY CONTROL
 LH0134  ___________________________________________________________________
 LH0134* NAD 83(1986)-  40 51 44.     (N)    098 00 50.     (W)     SCALED    
 LH0134* NAVD 88     -       548.906  (meters)    1800.87   (feet)  ADJUSTED  
 LH0134  ___________________________________________________________________
 LH0134  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 LH0134  DYNAMIC HT  -         548.621 (meters)    1799.93  (feet)  COMP
 LH0134  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 LH0134
 LH0134  VERT ORDER  -  SECOND    CLASS 0
 LH0134
 LH0134.The horizontal coordinates were scaled from a topographic map and have
 LH0134.an estimated accuracy of +/- 6 seconds.
 LH0134
 LH0134.The orthometric height was determined by differential leveling
 LH0134.and adjusted by the National Geodetic Survey in June 1991..
 LH0134
 LH0134.The geoid height was determined by GEOID03.
 LH0134
 LH0134.The dynamic height is computed by dividing the NAVD 88
 LH0134.geopotential number by the normal gravity value computed on the
 LH0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0134.degrees latitude (g = 980.6199 gals.).
 LH0134
 LH0134.The modeled gravity was interpolated from observed gravity values.
 LH0134
 LH0134;                    North         East    Units  Estimated Accuracy
 LH0134;SPC NE       -   116,160.      667,390.      MT  (+/- 180 meters Scaled)
 LH0134
 LH0134                          SUPERSEDED SURVEY CONTROL
 LH0134
 LH0134  NGVD 29 (??/??/92)  548.675  (m)         1800.11   (f) ADJ UNCH    2 0
 LH0134
 LH0134.Superseded values are not recommended for survey control.
 LH0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0134.See file dsdata.txt to determine how the superseded data were derived.
 LH0134
 LH0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL831239(NAD 83)
 LH0134_MARKER: DB = BENCH MARK DISK
 LH0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0134_SP_SET: CONCRETE BASE
 LH0134_STAMPING: E 338 1950
 LH0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0134
 LH0134  HISTORY     - Date     Condition        Report By
 LH0134  HISTORY     - 1950     MONUMENTED       CGS
 LH0134  HISTORY     - 1965     MARK NOT FOUND   USGS
 LH0134
 LH0134                          STATION DESCRIPTION
 LH0134
 LH0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0134'0.7 MI W FROM AURORA.
 LH0134'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0134'FROM THE STATION AT AURORA, 0.2 MILE EAST OF A ROAD CROSSING,
 LH0134'AT A COAL LOADING CHUTE, SET IN THE CENTER OF THE NORTH CONCRETE
 LH0134'BASE (2 FT X 23 FT) SUPPORTING THE TWO NORTH LEGS OF THE COAL
 LH0134'CHUTE, 31 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 LH0134'BLOCK BUILDING WHICH IS THE CONTROL HOUSE FOR THE LOADING CHUTE,
 LH0134'8.0 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK AND 2.0 FEET
 LH0134'ABOVE THE GROUND.
 LH0134
 LH0134                          STATION RECOVERY (1965)
 LH0134
 LH0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LH0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0457 ***********************************************************************
 NP0457  DESIGNATION -  E 340
 NP0457  PID         -  NP0457
 NP0457  STATE/COUNTY-  NE/SIOUX
 NP0457  USGS QUAD   -  HARRISON EAST (1979)
 NP0457
 NP0457                         *CURRENT SURVEY CONTROL
 NP0457  ___________________________________________________________________
 NP0457* NAD 83(1986)-  42 41 07.     (N)    103 52 31.     (W)     SCALED    
 NP0457* NAVD 88     -      1477.442  (meters)    4847.24   (feet)  ADJUSTED  
 NP0457  ___________________________________________________________________
 NP0457  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 NP0457  DYNAMIC HT  -        1476.571 (meters)    4844.38  (feet)  COMP
 NP0457  MODELED GRAV-     979,979.0   (mgal)                       NAVD 88
 NP0457
 NP0457  VERT ORDER  -  FIRST     CLASS II
 NP0457
 NP0457.The horizontal coordinates were scaled from a topographic map and have
 NP0457.an estimated accuracy of +/- 6 seconds.
 NP0457
 NP0457.The orthometric height was determined by differential leveling
 NP0457.and adjusted by the National Geodetic Survey in June 1991..
 NP0457
 NP0457.The geoid height was determined by GEOID03.
 NP0457
 NP0457.The dynamic height is computed by dividing the NAVD 88
 NP0457.geopotential number by the normal gravity value computed on the
 NP0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0457.degrees latitude (g = 980.6199 gals.).
 NP0457
 NP0457.The modeled gravity was interpolated from observed gravity values.
 NP0457
 NP0457;                    North         East    Units  Estimated Accuracy
 NP0457;SPC NE       -   323,780.      182,550.      MT  (+/- 180 meters Scaled)
 NP0457
 NP0457                          SUPERSEDED SURVEY CONTROL
 NP0457
 NP0457  NGVD 29 (??/??/92) 1476.756  (m)         4844.99   (f) ADJ UNCH    1 2
 NP0457
 NP0457.Superseded values are not recommended for survey control.
 NP0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0457.See file dsdata.txt to determine how the superseded data were derived.
 NP0457
 NP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH921264(NAD 83)
 NP0457_MARKER: DB = BENCH MARK DISK
 NP0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0457_STAMPING: E 340 1954
 NP0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0457+STABILITY: SURFACE MOTION
 NP0457
 NP0457  HISTORY     - Date     Condition        Report By
 NP0457  HISTORY     - 1954     MONUMENTED       CGS
 NP0457
 NP0457                          STATION DESCRIPTION
 NP0457
 NP0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0457'0.4 MI E FROM HARRISON.
 NP0457'0.4 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NP0457'THE STATION AT HARRISON, 1 POLE WEST OF MILEPOST 460, 81 FEET
 NP0457'NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF THE EAST END OF A SNOW
 NP0457'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 NP0457'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0319 ***********************************************************************
 NP0319  DESIGNATION -  E 341
 NP0319  PID         -  NP0319
 NP0319  STATE/COUNTY-  NE/SIOUX
 NP0319  USGS QUAD   -  CRAWFORD (1980)
 NP0319
 NP0319                         *CURRENT SURVEY CONTROL
 NP0319  ___________________________________________________________________
 NP0319* NAD 83(1986)-  42 39 32.     (N)    103 28 31.     (W)     SCALED    
 NP0319* NAVD 88     -      1157.186  (meters)    3796.53   (feet)  ADJUSTED  
 NP0319  ___________________________________________________________________
 NP0319  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 NP0319  DYNAMIC HT  -        1156.555 (meters)    3794.46  (feet)  COMP
 NP0319  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 NP0319
 NP0319  VERT ORDER  -  FIRST     CLASS II
 NP0319
 NP0319.The horizontal coordinates were scaled from a topographic map and have
 NP0319.an estimated accuracy of +/- 6 seconds.
 NP0319
 NP0319.The orthometric height was determined by differential leveling
 NP0319.and adjusted by the National Geodetic Survey in June 1991..
 NP0319
 NP0319.The geoid height was determined by GEOID03.
 NP0319
 NP0319.The dynamic height is computed by dividing the NAVD 88
 NP0319.geopotential number by the normal gravity value computed on the
 NP0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0319.degrees latitude (g = 980.6199 gals.).
 NP0319
 NP0319.The modeled gravity was interpolated from observed gravity values.
 NP0319
 NP0319;                    North         East    Units  Estimated Accuracy
 NP0319;SPC NE       -   319,460.      215,180.      MT  (+/- 180 meters Scaled)
 NP0319
 NP0319                          SUPERSEDED SURVEY CONTROL
 NP0319
 NP0319  NGVD 29 (??/??/92) 1156.584  (m)         3794.56   (f) ADJ UNCH    1 2
 NP0319
 NP0319.Superseded values are not recommended for survey control.
 NP0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0319.See file dsdata.txt to determine how the superseded data were derived.
 NP0319
 NP0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH249240(NAD 83)
 NP0319_MARKER: DB = BENCH MARK DISK
 NP0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0319_SP_SET: CONCRETE POST
 NP0319_STAMPING: E 341 1954
 NP0319_MARK LOGO: CGS   
 NP0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0319+STABILITY: SURFACE MOTION
 NP0319
 NP0319  HISTORY     - Date     Condition        Report By
 NP0319  HISTORY     - 1954     MONUMENTED       CGS
 NP0319  HISTORY     - 1985     GOOD             NGS
 NP0319
 NP0319                          STATION DESCRIPTION
 NP0319
 NP0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0319'3.8 MI SW FROM CRAWFORD.
 NP0319'3.8 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0319'FROM THE STATION AT CRAWFORD, 9 POLES SOUTHWEST OF MILEPOST
 NP0319'436, 44 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET SOUTHEAST
 NP0319'OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 NP0319'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NP0319
 NP0319                          STATION RECOVERY (1985)
 NP0319
 NP0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0126 ***********************************************************************
 MN0126  DESIGNATION -  E 342
 MN0126  PID         -  MN0126
 MN0126  STATE/COUNTY-  NE/MORRILL
 MN0126  USGS QUAD   -  COWBOY HILL (1986)
 MN0126
 MN0126                         *CURRENT SURVEY CONTROL
 MN0126  ___________________________________________________________________
 MN0126* NAD 83(1986)-  41 59 05.     (N)    102 57 41.     (W)     SCALED    
 MN0126* NAVD 88     -      1243.610  (meters)    4080.08   (feet)  ADJUSTED  
 MN0126  ___________________________________________________________________
 MN0126  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 MN0126  DYNAMIC HT  -        1242.854 (meters)    4077.60  (feet)  COMP
 MN0126  MODELED GRAV-     979,970.5   (mgal)                       NAVD 88
 MN0126
 MN0126  VERT ORDER  -  FIRST     CLASS II
 MN0126
 MN0126.The horizontal coordinates were scaled from a topographic map and have
 MN0126.an estimated accuracy of +/- 6 seconds.
 MN0126
 MN0126.The orthometric height was determined by differential leveling
 MN0126.and adjusted by the National Geodetic Survey in June 1991..
 MN0126
 MN0126.The geoid height was determined by GEOID03.
 MN0126
 MN0126.The dynamic height is computed by dividing the NAVD 88
 MN0126.geopotential number by the normal gravity value computed on the
 MN0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0126.degrees latitude (g = 980.6199 gals.).
 MN0126
 MN0126.The modeled gravity was interpolated from observed gravity values.
 MN0126
 MN0126;                    North         East    Units  Estimated Accuracy
 MN0126;SPC NE       -   243,060.      254,710.      MT  (+/- 180 meters Scaled)
 MN0126
 MN0126                          SUPERSEDED SURVEY CONTROL
 MN0126
 MN0126  NGVD 29 (??/??/92) 1243.008  (m)         4078.10   (f) ADJ UNCH    1 2
 MN0126
 MN0126.Superseded values are not recommended for survey control.
 MN0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0126.See file dsdata.txt to determine how the superseded data were derived.
 MN0126
 MN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG688500(NAD 83)
 MN0126_MARKER: DB = BENCH MARK DISK
 MN0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0126_SP_SET: CONCRETE POST
 MN0126_STAMPING: E 342 1956
 MN0126_MARK LOGO: CGS   
 MN0126_PROJECTION: FLUSH
 MN0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0126+STABILITY: SURFACE MOTION
 MN0126
 MN0126  HISTORY     - Date     Condition        Report By
 MN0126  HISTORY     - 1956     MONUMENTED       CGS
 MN0126  HISTORY     - 1985     GOOD             NGS
 MN0126
 MN0126                          STATION DESCRIPTION
 MN0126
 MN0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0126'9.2 MI SW FROM ALLIANCE.
 MN0126'9.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0126'RAILROAD FROM THE STATION AT ALLIANCE, 115 FEET SOUTHEAST OF THE
 MN0126'CENTER LINE OF STATE HIGHWAY 19, 30.8 FEET NORTHWEST OF THE
 MN0126'NORTHWEST RAIL, 5.2 FEET EAST OF THE 9TH POLE SOUTHWEST OF
 MN0126'MILEPOST 9, 2.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 MN0126'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 MN0126'IN THE NORTHEAST 1/4 OF SECTION 11, TOWNSHIP 23 NORTH, RANGE
 MN0126'49 WEST.
 MN0126
 MN0126                          STATION RECOVERY (1985)
 MN0126
 MN0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0126'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.80 KM (9.2
 MN0126'MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS STATION
 MN0126'AT ALLIANCE, 9.39 METERS (30.8 FT) NORTHWEST OF THE NORHTWEST RAIL,
 MN0126'65.85 METERS (21.6 FT) SOUTHEAST OF THE CENTER OF US HIGHWAY 385,
 MN0126'35.06 METERS (115 FT) SOUTHEAST OF THE CENTER OF OLD HIGHWAY 19 AND
 MN0126'0.76 METER (2.5 FT) SOUTHWEST OF A WOODEN WITNESS POST.
 MN0126'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST
 MN0126'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0364 ***********************************************************************
 NP0364  DESIGNATION -  E 343
 NP0364  PID         -  NP0364
 NP0364  STATE/COUNTY-  NE/BOX BUTTE
 NP0364  USGS QUAD   -  MARSLAND (1983)
 NP0364
 NP0364                         *CURRENT SURVEY CONTROL
 NP0364  ___________________________________________________________________
 NP0364* NAD 83(1986)-  42 25 36.     (N)    103 17 31.     (W)     SCALED    
 NP0364* NAVD 88     -      1267.472  (meters)    4158.36   (feet)  ADJUSTED  
 NP0364  ___________________________________________________________________
 NP0364  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 NP0364  DYNAMIC HT  -        1266.720 (meters)    4155.90  (feet)  COMP
 NP0364  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 NP0364
 NP0364  VERT ORDER  -  FIRST     CLASS II
 NP0364
 NP0364.The horizontal coordinates were scaled from a topographic map and have
 NP0364.an estimated accuracy of +/- 6 seconds.
 NP0364
 NP0364.The orthometric height was determined by differential leveling
 NP0364.and adjusted by the National Geodetic Survey in June 1991..
 NP0364
 NP0364.The geoid height was determined by GEOID03.
 NP0364
 NP0364.The dynamic height is computed by dividing the NAVD 88
 NP0364.geopotential number by the normal gravity value computed on the
 NP0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0364.degrees latitude (g = 980.6199 gals.).
 NP0364
 NP0364.The modeled gravity was interpolated from observed gravity values.
 NP0364
 NP0364;                    North         East    Units  Estimated Accuracy
 NP0364;SPC NE       -   293,090.      229,210.      MT  (+/- 180 meters Scaled)
 NP0364
 NP0364                          SUPERSEDED SURVEY CONTROL
 NP0364
 NP0364  NGVD 29 (??/??/92) 1266.816  (m)         4156.21   (f) ADJ UNCH    1 2
 NP0364
 NP0364.Superseded values are not recommended for survey control.
 NP0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0364.See file dsdata.txt to determine how the superseded data were derived.
 NP0364
 NP0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG405985(NAD 83)
 NP0364_MARKER: DB = BENCH MARK DISK
 NP0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0364_SP_SET: CONCRETE POST
 NP0364_STAMPING: E 343 1956
 NP0364_MARK LOGO: CGS   
 NP0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0364+STABILITY: SURFACE MOTION
 NP0364
 NP0364  HISTORY     - Date     Condition        Report By
 NP0364  HISTORY     - 1956     MONUMENTED       CGS
 NP0364  HISTORY     - 1985     GOOD             NGS
 NP0364
 NP0364                          STATION DESCRIPTION
 NP0364
 NP0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0364'2 MI S FROM MARSLAND.
 NP0364'1.95 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0364'RAILROAD FROM THE STATION AT MARSLAND, 16 POLES EAST OF MILEPOST
 NP0364'399, 47 FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 NP0364'40 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF A FENCE,
 NP0364'2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NP0364'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE SOUTHEAST
 NP0364'1/4 OF SECTION 5, TOWNSHIP 28 NORTH, RANGE 51 WEST.
 NP0364
 NP0364                          STATION RECOVERY (1985)
 NP0364
 NP0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0364'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0364'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 2.90 KM
 NP0364'(1.8 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0388 ***********************************************************************
 NP0388  DESIGNATION -  E 344
 NP0388  PID         -  NP0388
 NP0388  STATE/COUNTY-  NE/BOX BUTTE
 NP0388  USGS QUAD   -  MARSLAND SE (1983)
 NP0388
 NP0388                         *CURRENT SURVEY CONTROL
 NP0388  ___________________________________________________________________
 NP0388* NAD 83(1986)-  42 19 23.     (N)    103 17 18.     (W)     SCALED    
 NP0388* NAVD 88     -      1364.160  (meters)    4475.58   (feet)  POSTED    
 NP0388  ___________________________________________________________________
 NP0388  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 NP0388  DYNAMIC HT  -        1363.320 (meters)    4472.83  (feet)  COMP
 NP0388  MODELED GRAV-     979,959.4   (mgal)                       NAVD 88
 NP0388
 NP0388  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NP0388
 NP0388.The horizontal coordinates were scaled from a topographic map and have
 NP0388.an estimated accuracy of +/- 6 seconds.
 NP0388
 NP0388.The orthometric height was determined by differential leveling
 NP0388.and adjusted by the National Geodetic Survey in 1992..
 NP0388.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NP0388.rate of 0.0 thru 1.0 mm/km.
 NP0388
 NP0388.The geoid height was determined by GEOID03.
 NP0388
 NP0388.The dynamic height is computed by dividing the NAVD 88
 NP0388.geopotential number by the normal gravity value computed on the
 NP0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0388.degrees latitude (g = 980.6199 gals.).
 NP0388
 NP0388.The modeled gravity was interpolated from observed gravity values.
 NP0388
 NP0388;                    North         East    Units  Estimated Accuracy
 NP0388;SPC NE       -   281,590.      229,070.      MT  (+/- 180 meters Scaled)
 NP0388
 NP0388                          SUPERSEDED SURVEY CONTROL
 NP0388
 NP0388  NGVD 29 (??/??/92) 1363.474  (m)         4473.33   (f) ADJ UNCH    2 0
 NP0388
 NP0388.Superseded values are not recommended for survey control.
 NP0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0388.See file dsdata.txt to determine how the superseded data were derived.
 NP0388
 NP0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG410870(NAD 83)
 NP0388_MARKER: DB = BENCH MARK DISK
 NP0388_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0388_SP_SET: 15.4 FEET
 NP0388_STAMPING: E 344 1956
 NP0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0388
 NP0388  HISTORY     - Date     Condition        Report By
 NP0388  HISTORY     - 1956     MONUMENTED       CGS
 NP0388
 NP0388                          STATION DESCRIPTION
 NP0388
 NP0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0388'11 MI W FROM HEMINGFORD.
 NP0388'11.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0388'OFFICE AT HEMINGFORD, 78 FEET NORTH OF THE CENTER LINE F THE
 NP0388'HIGHWAY, 39 FEET NORTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE,
 NP0388'2 FEET SOUTH OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2
 NP0388'INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 15.4 FEET IN
 NP0388'THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.4
 NP0388'FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 9, TOWNSHIP
 NP0388'27 NORTH, RANGE 51 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0123 ***********************************************************************
 MN0123  DESIGNATION -  E 345
 MN0123  PID         -  MN0123
 MN0123  STATE/COUNTY-  NE/MORRILL
 MN0123  USGS QUAD   -  COWBOY HILL (1986)
 MN0123
 MN0123                         *CURRENT SURVEY CONTROL
 MN0123  ___________________________________________________________________
 MN0123* NAD 83(1986)-  41 57 37.     (N)    102 59 18.     (W)     SCALED    
 MN0123* NAVD 88     -      1262.925  (meters)    4143.45   (feet)  ADJUSTED  
 MN0123  ___________________________________________________________________
 MN0123  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 MN0123  DYNAMIC HT  -        1262.152 (meters)    4140.91  (feet)  COMP
 MN0123  MODELED GRAV-     979,966.2   (mgal)                       NAVD 88
 MN0123
 MN0123  VERT ORDER  -  FIRST     CLASS II
 MN0123
 MN0123.The horizontal coordinates were scaled from a topographic map and have
 MN0123.an estimated accuracy of +/- 6 seconds.
 MN0123
 MN0123.The orthometric height was determined by differential leveling
 MN0123.and adjusted by the National Geodetic Survey in June 1991..
 MN0123
 MN0123.The geoid height was determined by GEOID03.
 MN0123
 MN0123.The dynamic height is computed by dividing the NAVD 88
 MN0123.geopotential number by the normal gravity value computed on the
 MN0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0123.degrees latitude (g = 980.6199 gals.).
 MN0123
 MN0123.The modeled gravity was interpolated from observed gravity values.
 MN0123
 MN0123;                    North         East    Units  Estimated Accuracy
 MN0123;SPC NE       -   240,430.      252,390.      MT  (+/- 180 meters Scaled)
 MN0123
 MN0123                          SUPERSEDED SURVEY CONTROL
 MN0123
 MN0123  NGVD 29 (??/??/92) 1262.316  (m)         4141.45   (f) ADJ UNCH    1 2
 MN0123
 MN0123.Superseded values are not recommended for survey control.
 MN0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0123.See file dsdata.txt to determine how the superseded data were derived.
 MN0123
 MN0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG667473(NAD 83)
 MN0123_MARKER: DB = BENCH MARK DISK
 MN0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0123_SP_SET: CONCRETE POST
 MN0123_STAMPING: E 345 1956
 MN0123_MARK LOGO: CGS   
 MN0123_PROJECTION: PROJECTING 14 CENTIMETERS
 MN0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0123+STABILITY: SURFACE MOTION
 MN0123
 MN0123  HISTORY     - Date     Condition        Report By
 MN0123  HISTORY     - 1956     MONUMENTED       CGS
 MN0123  HISTORY     - 1985     GOOD             NGS
 MN0123
 MN0123                          STATION DESCRIPTION
 MN0123
 MN0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0123'10.4 MI NE FROM ANGORA.
 MN0123'10.4 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0123'RAILROAD FROM THE STATION AT ANGORA, 24 POLES NORTHEAST OF MILEPOST
 MN0123'12, 85.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 36.5 FEET
 MN0123'SOUTHWEST OF A TELEPHONE POLE, 2.4 FEET NORTHEAST OF A WITNESS
 MN0123'POST, 1.0 MILE SOUTHWEST OF BENCH MARK M 10, SET IN THE TOP OF A
 MN0123'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN
 MN0123'SECTION 15, TOWNSHIP 23 NORTH, RANGE 49 WEST.
 MN0123
 MN0123                          STATION RECOVERY (1985)
 MN0123
 MN0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0123'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.34 KM (11.4
 MN0123'MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS STATION
 MN0123'AT ALLIANCE, 24 POLES NORTHEAST OF MILEPOLE 12, ALSO 16.65 KM (10.35
 MN0123'MI) NORTHEAST OF ANGORA, 26.10 METERS (85.6 FT) NORTHWEST OF THE
 MN0123'NORTHWEST RAIL, 83.84 METERS (275 FT) SOUTHEAST OF THE CENTER OF US
 MN0123'HIGHWAY 385, 11.13 METERS (36.5 FT) SOUTHWEST OF A POWER POLE AND 0.7
 MN0123'METER (2.4 FT) NORTHEAST OF A WOODEN WITNESS POST.
 MN0123'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 MN0123'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1704 ***********************************************************************
 MK1704  DESIGNATION -  E 346
 MK1704  PID         -  MK1704
 MK1704  STATE/COUNTY-  NE/PLATTE
 MK1704  USGS QUAD   -  TARNOV (1985)
 MK1704
 MK1704                         *CURRENT SURVEY CONTROL
 MK1704  ___________________________________________________________________
 MK1704* NAD 83(1986)-  41 33 19.     (N)    097 33 43.     (W)     SCALED    
 MK1704* NAVD 88     -       473.524  (meters)    1553.55   (feet)  ADJUSTED  
 MK1704  ___________________________________________________________________
 MK1704  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 MK1704  DYNAMIC HT  -         473.315 (meters)    1552.87  (feet)  COMP
 MK1704  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 MK1704
 MK1704  VERT ORDER  -  SECOND    CLASS 0
 MK1704
 MK1704.The horizontal coordinates were scaled from a topographic map and have
 MK1704.an estimated accuracy of +/- 6 seconds.
 MK1704
 MK1704.The orthometric height was determined by differential leveling
 MK1704.and adjusted by the National Geodetic Survey in June 1991..
 MK1704
 MK1704.The geoid height was determined by GEOID03.
 MK1704
 MK1704.The dynamic height is computed by dividing the NAVD 88
 MK1704.geopotential number by the normal gravity value computed on the
 MK1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1704.degrees latitude (g = 980.6199 gals.).
 MK1704
 MK1704.The modeled gravity was interpolated from observed gravity values.
 MK1704
 MK1704;                    North         East    Units  Estimated Accuracy
 MK1704;SPC NE       -   194,050.      703,300.      MT  (+/- 180 meters Scaled)
 MK1704
 MK1704                          SUPERSEDED SURVEY CONTROL
 MK1704
 MK1704  NGVD 29 (??/??/92)  473.332  (m)         1552.92   (f) ADJ UNCH    2 0
 MK1704
 MK1704.Superseded values are not recommended for survey control.
 MK1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1704.See file dsdata.txt to determine how the superseded data were derived.
 MK1704
 MK1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM199014(NAD 83)
 MK1704_MARKER: DB = BENCH MARK DISK
 MK1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1704_STAMPING: E 346 1957
 MK1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1704+STABILITY: SURFACE MOTION
 MK1704
 MK1704  HISTORY     - Date     Condition        Report By
 MK1704  HISTORY     - 1957     MONUMENTED       CGS
 MK1704  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1704
 MK1704                          STATION DESCRIPTION
 MK1704
 MK1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1704'4.9 MI W FROM PLATTE CENTER.
 MK1704'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1704'STATION AT PLATTE CENTER, THENCE 3.6 MILES WEST ALONG A ROAD,
 MK1704'THENCE 1.1 MILES NORTHWEST ALONG A ROAD, IN SECTION 9, T. 18 N.,
 MK1704'R. 2 W., 52 FEET EAST OF THE CENTER LINE OF THE ROAD, 31 FEET
 MK1704'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 62 FEET SOUTHEAST
 MK1704'OF THE CENTER OF THE INTERSECTION, 9 FEET EAST OF A POWER POLE
 MK1704'WITH GUY WIRE, 2 FEET NORTH OF A FENCE LINE, ABOUT LEVEL WITH THE
 MK1704'ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 MK1704
 MK1704                          STATION RECOVERY (1989)
 MK1704
 MK1704'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0204 ***********************************************************************
 NO0204  DESIGNATION -  E 347
 NO0204  PID         -  NO0204
 NO0204  STATE/COUNTY-  NE/CHERRY
 NO0204  USGS QUAD   -  CODY EAST (1985)
 NO0204
 NO0204                         *CURRENT SURVEY CONTROL
 NO0204  ___________________________________________________________________
 NO0204* NAD 83(1986)-  42 55 55.     (N)    101 08 58.     (W)     SCALED    
 NO0204* NAVD 88     -       958.758  (meters)    3145.53   (feet)  ADJUSTED  
 NO0204  ___________________________________________________________________
 NO0204  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 NO0204  DYNAMIC HT  -         958.352 (meters)    3144.19  (feet)  COMP
 NO0204  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 NO0204
 NO0204  VERT ORDER  -  FIRST     CLASS II
 NO0204
 NO0204.The horizontal coordinates were scaled from a topographic map and have
 NO0204.an estimated accuracy of +/- 6 seconds.
 NO0204
 NO0204.The orthometric height was determined by differential leveling
 NO0204.and adjusted by the National Geodetic Survey in June 1991..
 NO0204
 NO0204.The geoid height was determined by GEOID03.
 NO0204
 NO0204.The dynamic height is computed by dividing the NAVD 88
 NO0204.geopotential number by the normal gravity value computed on the
 NO0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0204.degrees latitude (g = 980.6199 gals.).
 NO0204
 NO0204.The modeled gravity was interpolated from observed gravity values.
 NO0204
 NO0204;                    North         East    Units  Estimated Accuracy
 NO0204;SPC NE       -   344,690.      406,180.      MT  (+/- 180 meters Scaled)
 NO0204
 NO0204                          SUPERSEDED SURVEY CONTROL
 NO0204
 NO0204  NGVD 29 (??/??/92)  958.392  (m)         3144.32   (f) ADJ UNCH    1 2
 NO0204
 NO0204.Superseded values are not recommended for survey control.
 NO0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0204.See file dsdata.txt to determine how the superseded data were derived.
 NO0204
 NO0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN246554(NAD 83)
 NO0204_MARKER: DB = BENCH MARK DISK
 NO0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0204_STAMPING: E 347 1957
 NO0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0204+STABILITY: SURFACE MOTION
 NO0204
 NO0204  HISTORY     - Date     Condition        Report By
 NO0204  HISTORY     - 1957     MONUMENTED       CGS
 NO0204
 NO0204                          STATION DESCRIPTION
 NO0204
 NO0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0204'5.2 MI E FROM CODY.
 NO0204'ABOUT 5.25 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0204'RAILWAY FROM THE STATION AT CODY, IN SECTION 12, T. 34 N., R. 33 W.,
 NO0204'10 FEET EAST OF THE SECOND POLE WEST OF MILEPOST 302, 66 FEET
 NO0204'SOUTH OF THE SOUTH RAIL, 31 FEET NORTH OF A FENCE LINE, 2 FEET
 NO0204'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 NO0204'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0216 ***********************************************************************
 NP0216  DESIGNATION -  E 348
 NP0216  PID         -  NP0216
 NP0216  STATE/COUNTY-  NE/DAWES
 NP0216  USGS QUAD   -  BORDEAUX (1969)
 NP0216
 NP0216                         *CURRENT SURVEY CONTROL
 NP0216  ___________________________________________________________________
 NP0216* NAD 83(1986)-  42 45 18.     (N)    102 47 52.     (W)     SCALED    
 NP0216* NAVD 88     -      1145.825  (meters)    3759.26   (feet)  ADJUSTED  
 NP0216  ___________________________________________________________________
 NP0216  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 NP0216  DYNAMIC HT  -        1145.244 (meters)    3757.35  (feet)  COMP
 NP0216  MODELED GRAV-     980,073.5   (mgal)                       NAVD 88
 NP0216
 NP0216  VERT ORDER  -  FIRST     CLASS II
 NP0216
 NP0216.The horizontal coordinates were scaled from a topographic map and have
 NP0216.an estimated accuracy of +/- 6 seconds.
 NP0216
 NP0216.The orthometric height was determined by differential leveling
 NP0216.and adjusted by the National Geodetic Survey in June 1991..
 NP0216
 NP0216.The geoid height was determined by GEOID03.
 NP0216
 NP0216.The dynamic height is computed by dividing the NAVD 88
 NP0216.geopotential number by the normal gravity value computed on the
 NP0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0216.degrees latitude (g = 980.6199 gals.).
 NP0216
 NP0216.The modeled gravity was interpolated from observed gravity values.
 NP0216
 NP0216;                    North         East    Units  Estimated Accuracy
 NP0216;SPC NE       -   328,110.      271,030.      MT  (+/- 180 meters Scaled)
 NP0216
 NP0216                          SUPERSEDED SURVEY CONTROL
 NP0216
 NP0216  NGVD 29 (??/??/92) 1145.279  (m)         3757.47   (f) ADJ UNCH    1 2
 NP0216
 NP0216.Superseded values are not recommended for survey control.
 NP0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0216.See file dsdata.txt to determine how the superseded data were derived.
 NP0216
 NP0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH802359(NAD 83)
 NP0216_MARKER: DB = BENCH MARK DISK
 NP0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0216_STAMPING: E 348 1957
 NP0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0216+STABILITY: SURFACE MOTION
 NP0216
 NP0216  HISTORY     - Date     Condition        Report By
 NP0216  HISTORY     - 1957     MONUMENTED       CGS
 NP0216
 NP0216                          STATION DESCRIPTION
 NP0216
 NP0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0216'7.6 MI NW FROM HAY SPRINGS.
 NP0216'ABOUT 7.65 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0216'RAILWAY FROM THE STATION AT HAY SPRINGS, IN SECTION 14, T. 32 N.,
 NP0216'R. 47 W., 6 FEET NORTHWEST OF THE NINETH POLE NORTHWEST OF
 NP0216'MILEPOST 394, 32 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 101 FEET
 NP0216'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET SOUTHEAST
 NP0216'OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET ABOVE THE TRACK AND
 NP0216'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0234 ***********************************************************************
 NP0234  DESIGNATION -  E 349
 NP0234  PID         -  NP0234
 NP0234  STATE/COUNTY-  NE/DAWES
 NP0234  USGS QUAD   -  CHADRON EAST (1970)
 NP0234
 NP0234                         *CURRENT SURVEY CONTROL
 NP0234  ___________________________________________________________________
 NP0234* NAD 83(1986)-  42 50 27.     (N)    102 59 35.     (W)     SCALED    
 NP0234* NAVD 88     -      1033.622  (meters)    3391.14   (feet)  ADJUSTED  
 NP0234  ___________________________________________________________________
 NP0234  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0234  DYNAMIC HT  -        1033.113 (meters)    3389.47  (feet)  COMP
 NP0234  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 NP0234
 NP0234  VERT ORDER  -  FIRST     CLASS II
 NP0234
 NP0234.The horizontal coordinates were scaled from a topographic map and have
 NP0234.an estimated accuracy of +/- 6 seconds.
 NP0234
 NP0234.The orthometric height was determined by differential leveling
 NP0234.and adjusted by the National Geodetic Survey in June 1991..
 NP0234
 NP0234.The geoid height was determined by GEOID03.
 NP0234
 NP0234.The dynamic height is computed by dividing the NAVD 88
 NP0234.geopotential number by the normal gravity value computed on the
 NP0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0234.degrees latitude (g = 980.6199 gals.).
 NP0234
 NP0234.The modeled gravity was interpolated from observed gravity values.
 NP0234
 NP0234;                    North         East    Units  Estimated Accuracy
 NP0234;SPC NE       -   338,170.      255,380.      MT  (+/- 180 meters Scaled)
 NP0234
 NP0234                          SUPERSEDED SURVEY CONTROL
 NP0234
 NP0234  NGVD 29 (??/??/92) 1033.080  (m)         3389.36   (f) ADJ UNCH    1 2
 NP0234
 NP0234.Superseded values are not recommended for survey control.
 NP0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0234.See file dsdata.txt to determine how the superseded data were derived.
 NP0234
 NP0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH640450(NAD 83)
 NP0234_MARKER: DB = BENCH MARK DISK
 NP0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0234_SP_SET: DOOR STOP
 NP0234_STAMPING: E 349 1957
 NP0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0234
 NP0234  HISTORY     - Date     Condition        Report By
 NP0234  HISTORY     - 1957     MONUMENTED       CGS
 NP0234  HISTORY     - 1974     GOOD             LOCENG
 NP0234
 NP0234                          STATION DESCRIPTION
 NP0234
 NP0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0234'0.9 MI NE FROM CHADRON.
 NP0234'ABOUT 0.6 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 NP0234'CHADRON, THENCE 0.3 MILE EAST ALONG A DIRT STREET, AT O AND N
 NP0234'AIRPORT, IN SECTION 17, T. 33 N., R. 48 W., 1 FOOT SOUTHEAST OF THE
 NP0234'SOUTHEAST CORNER OF THE SECOND HANGAR NORTH OF THE SOUTH END OF A
 NP0234'ROW OF HANGARS, 1 1/2 FEET ABOVE THE GROUND AND IN THE TOP OF A
 NP0234'CONCRETE DOOR STOP.  NOTE-- THE DIRT STREET TO O AND N AIRPORT
 NP0234'IS ASPHALT PAVED FOR 0.2 MILE.  BM IS EASILY LOCATED, WHITE PAINTED
 NP0234'X ON CORNER OF 2ND HANGER NORTH.
 NP0234
 NP0234                          STATION RECOVERY (1974)
 NP0234
 NP0234'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NP0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0056 ***********************************************************************
 NP0056  DESIGNATION -  E 35
 NP0056  PID         -  NP0056
 NP0056  STATE/COUNTY-  NE/SHERIDAN
 NP0056  USGS QUAD   -  GORDON NW (1969)
 NP0056
 NP0056                         *CURRENT SURVEY CONTROL
 NP0056  ___________________________________________________________________
 NP0056* NAD 83(1986)-  42 54 04.     (N)    102 12 09.     (W)     SCALED    
 NP0056* NAVD 88     -      1145.602  (meters)    3758.53   (feet)  ADJUSTED  
 NP0056  ___________________________________________________________________
 NP0056  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 NP0056  DYNAMIC HT  -        1145.065 (meters)    3756.77  (feet)  COMP
 NP0056  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 NP0056
 NP0056  VERT ORDER  -  SECOND    CLASS 0
 NP0056
 NP0056.The horizontal coordinates were scaled from a topographic map and have
 NP0056.an estimated accuracy of +/- 6 seconds.
 NP0056
 NP0056.The orthometric height was determined by differential leveling
 NP0056.and adjusted by the National Geodetic Survey in June 1991..
 NP0056
 NP0056.The geoid height was determined by GEOID03.
 NP0056
 NP0056.The dynamic height is computed by dividing the NAVD 88
 NP0056.geopotential number by the normal gravity value computed on the
 NP0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0056.degrees latitude (g = 980.6199 gals.).
 NP0056
 NP0056.The modeled gravity was interpolated from observed gravity values.
 NP0056
 NP0056;                    North         East    Units  Estimated Accuracy
 NP0056;SPC NE       -   342,930.      320,150.      MT  (+/- 180 meters Scaled)
 NP0056
 NP0056                          SUPERSEDED SURVEY CONTROL
 NP0056
 NP0056  NGVD 29 (??/??/92) 1145.098  (m)         3756.88   (f) ADJ UNCH    2 0
 NP0056
 NP0056.Superseded values are not recommended for survey control.
 NP0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0056.See file dsdata.txt to determine how the superseded data were derived.
 NP0056
 NP0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH283536(NAD 83)
 NP0056_MARKER: DB = BENCH MARK DISK
 NP0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0056_STAMPING: E 35 1934
 NP0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0056+STABILITY: SURFACE MOTION
 NP0056
 NP0056  HISTORY     - Date     Condition        Report By
 NP0056  HISTORY     - 1934     MONUMENTED       CGS
 NP0056  HISTORY     - 1941     GOOD             NGS
 NP0056  HISTORY     - 1969     MARK NOT FOUND   USGS
 NP0056
 NP0056                          STATION DESCRIPTION
 NP0056
 NP0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NP0056'6.8 MI N FROM GORDON.
 NP0056'6.8 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0056'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, 44
 NP0056'YARDS SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST SECTION-LINE
 NP0056'CROSS ROAD, 42 FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 NP0056'SECTION-LINE ROAD, AND 39 FEET NORTHEAST OF THE CENTERLINE OF
 NP0056'THE HIGHWAY.  A STANDARD DISK, STAMPED E 35 1934 AND SET IN THE
 NP0056'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NP0056
 NP0056                          STATION RECOVERY (1969)
 NP0056
 NP0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0322 ***********************************************************************
 NO0322  DESIGNATION -  E 350
 NO0322  PID         -  NO0322
 NO0322  STATE/COUNTY-  NE/CHERRY
 NO0322  USGS QUAD   -  TRUMBULL LAKE (1990)
 NO0322
 NO0322                         *CURRENT SURVEY CONTROL
 NO0322  ___________________________________________________________________
 NO0322* NAD 83(1986)-  42 54 20.     (N)    101 48 19.     (W)     SCALED    
 NO0322* NAVD 88     -      1016.618  (meters)    3335.35   (feet)  ADJUSTED  
 NO0322  ___________________________________________________________________
 NO0322  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 NO0322  DYNAMIC HT  -        1016.161 (meters)    3333.85  (feet)  COMP
 NO0322  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 NO0322
 NO0322  VERT ORDER  -  FIRST     CLASS II
 NO0322
 NO0322.The horizontal coordinates were scaled from a topographic map and have
 NO0322.an estimated accuracy of +/- 6 seconds.
 NO0322
 NO0322.The orthometric height was determined by differential leveling
 NO0322.and adjusted by the National Geodetic Survey in June 1991..
 NO0322
 NO0322.The geoid height was determined by GEOID03.
 NO0322
 NO0322.The dynamic height is computed by dividing the NAVD 88
 NO0322.geopotential number by the normal gravity value computed on the
 NO0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0322.degrees latitude (g = 980.6199 gals.).
 NO0322
 NO0322.The modeled gravity was interpolated from observed gravity values.
 NO0322
 NO0322;                    North         East    Units  Estimated Accuracy
 NO0322;SPC NE       -   342,670.      352,590.      MT  (+/- 180 meters Scaled)
 NO0322
 NO0322                          SUPERSEDED SURVEY CONTROL
 NO0322
 NO0322  NGVD 29 (??/??/92) 1016.180  (m)         3333.92   (f) ADJ UNCH    1 2
 NO0322
 NO0322.Superseded values are not recommended for survey control.
 NO0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0322.See file dsdata.txt to determine how the superseded data were derived.
 NO0322
 NO0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN709541(NAD 83)
 NO0322_MARKER: DB = BENCH MARK DISK
 NO0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0322_STAMPING: E 350 1957
 NO0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0322+STABILITY: SURFACE MOTION
 NO0322
 NO0322  HISTORY     - Date     Condition        Report By
 NO0322  HISTORY     - 1957     MONUMENTED       CGS
 NO0322
 NO0322                          STATION DESCRIPTION
 NO0322
 NO0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0322'5.8 MI W FROM MERRIMAN.
 NO0322'ABOUT 5.75 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0322'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 38 W., SECTION
 NO0322'21., AT THE ENTRANCE TO ED BELSKY AND SON RANCH, 92 FEET
 NO0322'WEST-NORTH WEST OF THE 4TH TELEPHONE POLE NORTHEAST OF MILEPOST
 NO0322'338, 77 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY LEADING
 NO0322'TO THE RANCH, 45 FEET NORTH WEST OF THE NORTHWEST RAIL, 2 FEET
 NO0322'SOUTHEAST OF A FENCE, 1 FOOT NORTH EAST OF A WHITE WOODEN
 NO0322'WITNESS POST, AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0322'1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0012 ***********************************************************************
 NP0012  DESIGNATION -  E 351
 NP0012  PID         -  NP0012
 NP0012  STATE/COUNTY-  NE/SHERIDAN
 NP0012  USGS QUAD   -  GORDON (1969)
 NP0012
 NP0012                         *CURRENT SURVEY CONTROL
 NP0012  ___________________________________________________________________
 NP0012* NAD 83(1995)-  42 48 50.47261(N)    102 09 52.01320(W)     ADJUSTED  
 NP0012* NAVD 88     -      1082.375  (meters)    3551.09   (feet)  ADJUSTED  
 NP0012  ___________________________________________________________________
 NP0012  X           -    -987,594.342 (meters)                     COMP
 NP0012  Y           -  -4,581,566.245 (meters)                     COMP
 NP0012  Z           -   4,313,091.707 (meters)                     COMP
 NP0012  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 NP0012  ELLIP HEIGHT-        1063.90  (meters)          (01/10/02) GPS OBS
 NP0012  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 NP0012  DYNAMIC HT  -        1081.862 (meters)    3549.41  (feet)  COMP
 NP0012  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 NP0012
 NP0012  HORZ ORDER  -  THIRD
 NP0012  VERT ORDER  -  FIRST     CLASS II
 NP0012  ELLP ORDER  -  FOURTH    CLASS I
 NP0012
 NP0012.The horizontal coordinates were established by GPS observations
 NP0012.and adjusted by the National Geodetic Survey in September 1997..
 NP0012
 NP0012.The orthometric height was determined by differential leveling
 NP0012.and adjusted by the National Geodetic Survey in June 1991..
 NP0012
 NP0012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0012
 NP0012.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0012
 NP0012.The ellipsoidal height was determined by GPS observations
 NP0012.and is referenced to NAD 83.
 NP0012
 NP0012.The geoid height was determined by GEOID03.
 NP0012
 NP0012.The dynamic height is computed by dividing the NAVD 88
 NP0012.geopotential number by the normal gravity value computed on the
 NP0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0012.degrees latitude (g = 980.6199 gals.).
 NP0012
 NP0012.The modeled gravity was interpolated from observed gravity values.
 NP0012
 NP0012;                    North         East     Units Scale Factor Converg.
 NP0012;SPC NE       -   333,176.960   323,010.086   MT  0.99992002   -1 26 03.7
 NP0012;UTM  13      - 4,744,062.671   731,824.369   MT  1.00026122   +1 55 40.6
 NP0012
 NP0012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0012!SPC NE       -   0.99983318  x   0.99992002  =   0.99975321
 NP0012!UTM  13      -   0.99983318  x   1.00026122  =   1.00009436
 NP0012
 NP0012                          SUPERSEDED SURVEY CONTROL
 NP0012
 NP0012  ELLIP H (09/18/97) 1063.95   (m)                       GP(       ) 4 1
 NP0012  NAVD 88 (09/18/97) 1082.38   (m)         3551.1    (f) LEVELING    3  
 NP0012  NGVD 29 (??/??/92) 1081.889  (m)         3549.50   (f) ADJ UNCH    1 2
 NP0012
 NP0012.Superseded values are not recommended for survey control.
 NP0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0012.See file dsdata.txt to determine how the superseded data were derived.
 NP0012
 NP0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH3182444063(NAD 83)
 NP0012_MARKER: DB = BENCH MARK DISK
 NP0012_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0012_SP_SET: 19 FEET
 NP0012_STAMPING: E 351 1957
 NP0012_MARK LOGO: CGS   
 NP0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0012+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1997
 NP0012
 NP0012  HISTORY     - Date     Condition        Report By
 NP0012  HISTORY     - 1957     MONUMENTED       CGS
 NP0012  HISTORY     - 19970717 GOOD             NGS
 NP0012
 NP0012                          STATION DESCRIPTION
 NP0012
 NP0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0012'2 MI NE FROM GORDON.
 NP0012'ABOUT 2.0 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0012'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 41 W., AND
 NP0012'IN THE EXTREME NORTHEAST CORNER OF SECTION 29., 146 FEET SOUTH
 NP0012'WEST OF THE CENTER LINE OF A NORTH-SOUTH SECTION LINE ROAD, 133
 NP0012'FEET WEST-SOUTHWEST OF THE CENTER LINE OF A GRADE CROSSING,
 NP0012'112 1/2 FEET SOUTHWEST OF A FENCE CORNER POST, 87 1/2 FEET NORTHWEST
 NP0012'AND ACROSS THE TRACKS FROM THE FIRST TELEPHONE POLE SOUTHWEST OF THE
 NP0012'CROSSING, 30 YARDS SOUTH-SOUTHEAST OF THE CENTER LINE OF A DIRT
 NP0012'SECTION LINE ROAD WEST, 44 FEET NORTHWEST OF THE NORTHWEST RAIL,
 NP0012'3 FEET SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE, 1 1/2 FEET
 NP0012'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 NP0012'RAILS, A DISK ON A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN
 NP0012'TO A DEPTH OF 19 FEET.  THE ROD IS ENCASED IN A SIX-INCH TILE WHICH
 NP0012'PROJECTS 5 INCHES.
 NP0012
 NP0012                          STATION RECOVERY (1997)
 NP0012
 NP0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0012'RECOVERED AS DESCRIBED BUT WITH THE FOLLOWING TO REACH.  TO REACH THE
 NP0012'STATION FROM THE JUNCTION OF U S HIGHWAY 20 AND STATE HIGHWAY 27 IN
 NP0012'GORDON, GO EAST ON THE U S HIGHWAY TO A GRAVEL ROAD LEFT.  TURN LEFT
 NP0012'AND GO NORTH ON THE GRAVEL ROAD FOR 1.O MI TO THE STATION ON THE LEFT
 NP0012'IN A FENCE ROW ALONG THE NORTH SIDE OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0040 ***********************************************************************
 NP0040  DESIGNATION -  E 352
 NP0040  PID         -  NP0040
 NP0040  STATE/COUNTY-  NE/SHERIDAN
 NP0040  USGS QUAD   -  RUSHVILLE (1966)
 NP0040
 NP0040                         *CURRENT SURVEY CONTROL
 NP0040  ___________________________________________________________________
 NP0040* NAD 83(1986)-  42 43 39.     (N)    102 24 38.     (W)     SCALED    
 NP0040* NAVD 88     -      1156.480  (meters)    3794.22   (feet)  ADJUSTED  
 NP0040  ___________________________________________________________________
 NP0040  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 NP0040  DYNAMIC HT  -        1155.899 (meters)    3792.31  (feet)  COMP
 NP0040  MODELED GRAV-     980,077.6   (mgal)                       NAVD 88
 NP0040
 NP0040  VERT ORDER  -  FIRST     CLASS II
 NP0040
 NP0040.The horizontal coordinates were scaled from a topographic map and have
 NP0040.an estimated accuracy of +/- 6 seconds.
 NP0040
 NP0040.The orthometric height was determined by differential leveling
 NP0040.and adjusted by the National Geodetic Survey in June 1991..
 NP0040
 NP0040.The geoid height was determined by GEOID03.
 NP0040
 NP0040.The dynamic height is computed by dividing the NAVD 88
 NP0040.geopotential number by the normal gravity value computed on the
 NP0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0040.degrees latitude (g = 980.6199 gals.).
 NP0040
 NP0040.The modeled gravity was interpolated from observed gravity values.
 NP0040
 NP0040;                    North         East    Units  Estimated Accuracy
 NP0040;SPC NE       -   324,100.      302,620.      MT  (+/- 180 meters Scaled)
 NP0040
 NP0040                          SUPERSEDED SURVEY CONTROL
 NP0040
 NP0040  NGVD 29 (??/??/92) 1155.956  (m)         3792.50   (f) ADJ UNCH    1 2
 NP0040
 NP0040.Superseded values are not recommended for survey control.
 NP0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0040.See file dsdata.txt to determine how the superseded data were derived.
 NP0040
 NP0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH119338(NAD 83)
 NP0040_MARKER: DB = BENCH MARK DISK
 NP0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0040_STAMPING: E 352 1957
 NP0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0040+STABILITY: SURFACE MOTION
 NP0040
 NP0040  HISTORY     - Date     Condition        Report By
 NP0040  HISTORY     - 1957     MONUMENTED       CGS
 NP0040
 NP0040                          STATION DESCRIPTION
 NP0040
 NP0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0040'2.8 MI NE FROM RUSHVILLE.
 NP0040'ABOUT 2.75 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0040'RAILWAY FROM THE STATION AT RUSHVILLE, IN T. 32 N., R. 43 W.,
 NP0040'SECTION 30., 170 FEET NORTHEAST AND ACROSS THE TRACKS FROM
 NP0040'MILE POST 372, 106 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE
 NP0040'ROAD CROSSING, 67 FEET WEST OF THE CENTER LINE OF A PRIVATE
 NP0040'ROAD, 96 FEET NORTH OF THE NORTH RAIL, 1 1/2 FEET WEST OF A WHITE
 NP0040'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE TOP OF THE RAILS,
 NP0040'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0306 ***********************************************************************
 NO0306  DESIGNATION -  E 353
 NO0306  PID         -  NO0306
 NO0306  STATE/COUNTY-  NE/CHERRY
 NO0306  USGS QUAD   -  MERRIMAN NE (1990)
 NO0306
 NO0306                         *CURRENT SURVEY CONTROL
 NO0306  ___________________________________________________________________
 NO0306* NAD 83(1986)-  42 56 22.     (N)    101 35 41.     (W)     SCALED    
 NO0306* NAVD 88     -       973.868  (meters)    3195.10   (feet)  ADJUSTED  
 NO0306  ___________________________________________________________________
 NO0306  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 NO0306  DYNAMIC HT  -         973.452 (meters)    3193.73  (feet)  COMP
 NO0306  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 NO0306
 NO0306  VERT ORDER  -  FIRST     CLASS II
 NO0306
 NO0306.The horizontal coordinates were scaled from a topographic map and have
 NO0306.an estimated accuracy of +/- 6 seconds.
 NO0306
 NO0306.The orthometric height was determined by differential leveling
 NO0306.and adjusted by the National Geodetic Survey in June 1991..
 NO0306
 NO0306.The geoid height was determined by GEOID03.
 NO0306
 NO0306.The dynamic height is computed by dividing the NAVD 88
 NO0306.geopotential number by the normal gravity value computed on the
 NO0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0306.degrees latitude (g = 980.6199 gals.).
 NO0306
 NO0306.The modeled gravity was interpolated from observed gravity values.
 NO0306
 NO0306;                    North         East    Units  Estimated Accuracy
 NO0306;SPC NE       -   346,090.      369,850.      MT  (+/- 180 meters Scaled)
 NO0306
 NO0306                          SUPERSEDED SURVEY CONTROL
 NO0306
 NO0306  NGVD 29 (??/??/92)  973.468  (m)         3193.79   (f) ADJ UNCH    1 2
 NO0306
 NO0306.Superseded values are not recommended for survey control.
 NO0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0306.See file dsdata.txt to determine how the superseded data were derived.
 NO0306
 NO0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN882573(NAD 83)
 NO0306_MARKER: DB = BENCH MARK DISK
 NO0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0306_STAMPING: E 353 1957
 NO0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0306+STABILITY: SURFACE MOTION
 NO0306
 NO0306  HISTORY     - Date     Condition        Report By
 NO0306  HISTORY     - 1957     MONUMENTED       CGS
 NO0306  HISTORY     - 19881001 MARK NOT FOUND   USGS
 NO0306
 NO0306                          STATION DESCRIPTION
 NO0306
 NO0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0306'5.6 MI E FROM MERRIMAN.
 NO0306'ABOUT 5.65 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0306'FROM THE STATION AT MERRIMAN, IN SECTION 7, T. 34 N., R. 36 W.,
 NO0306'64 FEET NORTHEAST OF THE 19TH POLE NORTHEAST OF MILEPOST 327, 55
 NO0306'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 133 FEET EAST OF THE EAST
 NO0306'CORNER OF BRIDGE 520, 1 FOOT SOUTHEAST OF THE FENCE LINE, 1 1/2
 NO0306'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 NO0306'LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0306'PROJECTS 9 INCHES.
 NO0306
 NO0306                          STATION RECOVERY (1988)
 NO0306
 NO0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0484 ***********************************************************************
 NP0484  DESIGNATION -  E 354
 NP0484  PID         -  NP0484
 NP0484  STATE/COUNTY-  NE/SIOUX
 NP0484  USGS QUAD   -  ORELLA (1980)
 NP0484
 NP0484                         *CURRENT SURVEY CONTROL
 NP0484  ___________________________________________________________________
 NP0484* NAD 83(1986)-  42 57 28.     (N)    103 36 13.     (W)     SCALED    
 NP0484* NAVD 88     -      1111.226  (meters)    3645.75   (feet)  ADJUSTED  
 NP0484  ___________________________________________________________________
 NP0484  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 NP0484  DYNAMIC HT  -        1110.699 (meters)    3644.02  (feet)  COMP
 NP0484  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 NP0484
 NP0484  VERT ORDER  -  FIRST     CLASS II
 NP0484
 NP0484.The horizontal coordinates were scaled from a topographic map and have
 NP0484.an estimated accuracy of +/- 6 seconds.
 NP0484
 NP0484.The orthometric height was determined by differential leveling
 NP0484.and adjusted by the National Geodetic Survey in June 1991..
 NP0484.WARNING-Repeat measurements at this control monument indicate possible
 NP0484.vertical movement.
 NP0484
 NP0484.The geoid height was determined by GEOID03.
 NP0484
 NP0484.The dynamic height is computed by dividing the NAVD 88
 NP0484.geopotential number by the normal gravity value computed on the
 NP0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0484.degrees latitude (g = 980.6199 gals.).
 NP0484
 NP0484.The modeled gravity was interpolated from observed gravity values.
 NP0484
 NP0484;                    North         East    Units  Estimated Accuracy
 NP0484;SPC NE       -   353,060.      206,050.      MT  (+/- 180 meters Scaled)
 NP0484
 NP0484                          SUPERSEDED SURVEY CONTROL
 NP0484
 NP0484  NGVD 29 (??/??/92) 1110.672  (m)         3643.93   (f) ADJ UNCH    1 2
 NP0484
 NP0484.Superseded values are not recommended for survey control.
 NP0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0484.See file dsdata.txt to determine how the superseded data were derived.
 NP0484
 NP0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH138570(NAD 83)
 NP0484_MARKER: DB = BENCH MARK DISK
 NP0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0484_SP_SET: CONCRETE POST
 NP0484_STAMPING: E 354 1957
 NP0484_MARK LOGO: CGS   
 NP0484_PROJECTION: PROJECTING 12 CENTIMETERS
 NP0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0484+STABILITY: SURFACE MOTION
 NP0484
 NP0484  HISTORY     - Date     Condition        Report By
 NP0484  HISTORY     - 1957     MONUMENTED       CGS
 NP0484  HISTORY     - 1985     GOOD             NGS
 NP0484
 NP0484                          STATION DESCRIPTION
 NP0484
 NP0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0484'22.1 MI NW FROM CRAWFORD.
 NP0484'ABOUT 22.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0484'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, 36 FEET NORTH
 NP0484'OF MILEPOST 445, 39 FEET NORTHEAST OF THE NORTHEAST RAIL, 90
 NP0484'FEET SOUTHWEST OF STATE HIGHWAY 2, 11 FEET SOUTHWEST OF A
 NP0484'TELEPHONE POLE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 NP0484'4 FEET ABOVE THE LEVEL OF THE RAIL AND IN THE TOP OF A CONCRETE
 NP0484'POST WHICH PROJECTS 5 INCHES.
 NP0484
 NP0484                          STATION RECOVERY (1985)
 NP0484
 NP0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0484'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0484'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0484'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0484'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0484'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0484'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD, THENCE 29.9
 NP0484'KM (18.55 MI) NORTH-NORTHWEST ALONG THE EAST SIDE OF THE TRACKS TO A
 NP0484'ROAD LEADING EAST-NORTHEAST TO THE MENG RESERVOIR, 27.4 METERS (90
 NP0484'FT) SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 11.0 METERS (36 FT)
 NP0484'NORTH OF MILEPOLE 445, 3.4 METERS (11 FT) SOUTHWEST OF A TELEPHONE
 NP0484'POLE AND 0.6 METER (2 FT) SOUTHEAST OF A WITNESS POST.
 NP0484'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 NP0484'THE MARK IS 1.2 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0536 ***********************************************************************
 NN0536  DESIGNATION -  E 36
 NN0536  PID         -  NN0536
 NN0536  STATE/COUNTY-  NE/KEYA PAHA
 NN0536  USGS QUAD   -  RIVERVIEW (1974)
 NN0536
 NN0536                         *CURRENT SURVEY CONTROL
 NN0536  ___________________________________________________________________
 NN0536* NAD 83(1986)-  42 44 44.     (N)    099 35 57.     (W)     SCALED    
 NN0536* NAVD 88     -       708.766  (meters)    2325.34   (feet)  ADJUSTED  
 NN0536  ___________________________________________________________________
 NN0536  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 NN0536  DYNAMIC HT  -         708.496 (meters)    2324.46  (feet)  COMP
 NN0536  MODELED GRAV-     980,215.4   (mgal)                       NAVD 88
 NN0536
 NN0536  VERT ORDER  -  SECOND    CLASS 0
 NN0536
 NN0536.The horizontal coordinates were scaled from a topographic map and have
 NN0536.an estimated accuracy of +/- 6 seconds.
 NN0536
 NN0536.The orthometric height was determined by differential leveling
 NN0536.and adjusted by the National Geodetic Survey in June 1991..
 NN0536
 NN0536.The geoid height was determined by GEOID03.
 NN0536
 NN0536.The dynamic height is computed by dividing the NAVD 88
 NN0536.geopotential number by the normal gravity value computed on the
 NN0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0536.degrees latitude (g = 980.6199 gals.).
 NN0536
 NN0536.The modeled gravity was interpolated from observed gravity values.
 NN0536
 NN0536;                    North         East    Units  Estimated Accuracy
 NN0536;SPC NE       -   323,430.      532,820.      MT  (+/- 180 meters Scaled)
 NN0536
 NN0536                          SUPERSEDED SURVEY CONTROL
 NN0536
 NN0536  NGVD 29 (??/??/92)  708.521  (m)         2324.54   (f) ADJ UNCH    2 0
 NN0536
 NN0536.Superseded values are not recommended for survey control.
 NN0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0536.See file dsdata.txt to determine how the superseded data were derived.
 NN0536
 NN0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN509327(NAD 83)
 NN0536_MARKER: DB = BENCH MARK DISK
 NN0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0536_STAMPING: E-36--1934
 NN0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0536+STABILITY: SURFACE MOTION
 NN0536
 NN0536  HISTORY     - Date     Condition        Report By
 NN0536  HISTORY     - 1934     MONUMENTED       CGS
 NN0536
 NN0536                          STATION DESCRIPTION
 NN0536
 NN0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0536'13 MI S FROM SPRINGVIEW.
 NN0536'E-36 IS LOCATED 13 MILES SOUTH OF COURTHOUSE AT SPRINGVIEW,
 NN0536'2.3 MILES NORTH OF NIOBRARA RIVER BRIDGE, 68 FEET NORTH OF NORTH
 NN0536'END OF A GUARD FENCE ON A RIGHT HAND CURVE, 38 FEET NORTH OF
 NN0536'CENTERLINE OF U.S. HWY. 83, 6 YARDS SOUTHWEST OF END OF A BANK
 NN0536'OF A RAVINE, 6.3 FEET NORTHEAST OF FENCE LINE, 0.1 OF MILE
 NN0536'SOUTHEAST OF CROWN OF HILL THAT SLOPES DOWN TO THE RIVER.  STANDARD
 NN0536'TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.  STAMPED E 36
 NN0536'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0263 ***********************************************************************
 MN0263  DESIGNATION -  E 361
 MN0263  PID         -  MN0263
 MN0263  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0263  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0263
 MN0263                         *CURRENT SURVEY CONTROL
 MN0263  ___________________________________________________________________
 MN0263* NAD 83(1986)-  41 52 27.     (N)    103 38 58.     (W)     SCALED    
 MN0263* NAVD 88     -      1184.811  (meters)    3887.17   (feet)  ADJUSTED  
 MN0263  ___________________________________________________________________
 MN0263  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 MN0263  DYNAMIC HT  -        1184.050 (meters)    3884.67  (feet)  COMP
 MN0263  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 MN0263
 MN0263  VERT ORDER  -  SECOND    CLASS 0
 MN0263
 MN0263.The horizontal coordinates were scaled from a topographic map and have
 MN0263.an estimated accuracy of +/- 6 seconds.
 MN0263
 MN0263.The orthometric height was determined by differential leveling
 MN0263.and adjusted by the National Geodetic Survey in June 1991..
 MN0263
 MN0263.The geoid height was determined by GEOID03.
 MN0263
 MN0263.The dynamic height is computed by dividing the NAVD 88
 MN0263.geopotential number by the normal gravity value computed on the
 MN0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0263.degrees latitude (g = 980.6199 gals.).
 MN0263
 MN0263.The modeled gravity was interpolated from observed gravity values.
 MN0263
 MN0263;                    North         East    Units  Estimated Accuracy
 MN0263;SPC NE       -   232,980.      197,230.      MT  (+/- 180 meters Scaled)
 MN0263
 MN0263                          SUPERSEDED SURVEY CONTROL
 MN0263
 MN0263  NGVD 29 (??/??/92) 1184.161  (m)         3885.03   (f) ADJ UNCH    2 0
 MN0263
 MN0263.Superseded values are not recommended for survey control.
 MN0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0263.See file dsdata.txt to determine how the superseded data were derived.
 MN0263
 MN0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG120366(NAD 83)
 MN0263_MARKER: DB = BENCH MARK DISK
 MN0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0263_SP_SET: CULVERT
 MN0263_STAMPING: E 361 1962
 MN0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0263
 MN0263  HISTORY     - Date     Condition        Report By
 MN0263  HISTORY     - 1962     MONUMENTED       CGS
 MN0263
 MN0263                          STATION DESCRIPTION
 MN0263
 MN0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MN0263'0.4 MI E FROM SCOTTSBLUFF.
 MN0263'TO REACH THE MARK GO EAST ON 27TH. STREET AND TRUCK ROUTE FOR
 MN0263'.41 MILE TO MARK, FROM THE SCOTTSBLUFF HIGH SCHOOL IN SCOTTSBLUFF,
 MN0263'15 FEET NORTH OF THE CENTERLINE OF THE ROAD, SET IN THE NORTH
 MN0263'CONCRETE HEADWALL OF A 3 FOOT CONCRETE BOX CULVERT AND ABOUT 1
 MN0263'FOOT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0991 ***********************************************************************
 MK0991  DESIGNATION -  E 363 RESET
 MK0991  PID         -  MK0991
 MK0991  STATE/COUNTY-  NE/BUTLER
 MK0991  USGS QUAD   -  LOMA (1969)
 MK0991
 MK0991                         *CURRENT SURVEY CONTROL
 MK0991  ___________________________________________________________________
 MK0991* NAD 83(1986)-  41 12 20.     (N)    096 59 34.     (W)     SCALED    
 MK0991* NAVD 88     -       496.46   (meters)    1628.8    (feet)  RESET     
 MK0991  ___________________________________________________________________
 MK0991  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 MK0991
 MK0991  VERT ORDER  -  THIRD
 MK0991
 MK0991.The horizontal coordinates were scaled from a topographic map and have
 MK0991.an estimated accuracy of +/- 6 seconds.
 MK0991
 MK0991.The orthometric height was computed from unverified reset data.
 MK0991
 MK0991.The geoid height was determined by GEOID03.
 MK0991
 MK0991;                    North         East    Units  Estimated Accuracy
 MK0991;SPC NE       -   156,740.      752,090.      MT  (+/- 180 meters Scaled)
 MK0991
 MK0991                          SUPERSEDED SURVEY CONTROL
 MK0991
 MK0991  NGVD 29 (??/??/??)  496.28   (m)         1628.2    (f) RESET       3  
 MK0991
 MK0991.Superseded values are not recommended for survey control.
 MK0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0991.See file dsdata.txt to determine how the superseded data were derived.
 MK0991
 MK0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL682635(NAD 83)
 MK0991_MARKER: DB = BENCH MARK DISK
 MK0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0991_STAMPING: E 363 RESET 1963
 MK0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0991+STABILITY: SURFACE MOTION
 MK0991
 MK0991  HISTORY     - Date     Condition        Report By
 MK0991  HISTORY     - 1963     MONUMENTED       NEDR
 MK0991
 MK0991                          STATION DESCRIPTION
 MK0991
 MK0991'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MK0991'2.2 MI N FROM BRAINARD.
 MK0991'0.05 MILE WEST ALONG A STREET FROM THE RAILROAD STATION AT
 MK0991'BRAINARD, THENCE 1.45 MILES NORTH ALONG STATE SPUR 392, THENCE
 MK0991'0.6 MILE EAST ALONG U.S. HIGHWAY 30 ALT., 0.15 MILE EAST OF A
 MK0991'SCHOOL HOUSE ON RIGHT OF WAY LINE 60 FEET SOUTH OF THE CENTERLINE
 MK0991'OF THE HIGHWAY, 3.2 FEET EAST OF A METAL WITNESS POST WITH SIGN,
 MK0991'AND SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 MK0991'GROUND, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0065 ***********************************************************************
 LG0065  DESIGNATION -  E 364
 LG0065  PID         -  LG0065
 LG0065  STATE/COUNTY-  NE/CASS
 LG0065  USGS QUAD   -  WEEPING WATER (1966)
 LG0065
 LG0065                         *CURRENT SURVEY CONTROL
 LG0065  ___________________________________________________________________
 LG0065* NAD 83(1986)-  40 48 45.     (N)    096 14 10.     (W)     SCALED    
 LG0065* NAVD 88     -       378.927  (meters)    1243.20   (feet)  ADJUSTED  
 LG0065  ___________________________________________________________________
 LG0065  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 LG0065  DYNAMIC HT  -         378.765 (meters)    1242.66  (feet)  COMP
 LG0065  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 LG0065
 LG0065  VERT ORDER  -  SECOND    CLASS 0
 LG0065
 LG0065.The horizontal coordinates were scaled from a topographic map and have
 LG0065.an estimated accuracy of +/- 6 seconds.
 LG0065
 LG0065.The orthometric height was determined by differential leveling
 LG0065.and adjusted by the National Geodetic Survey in June 1991..
 LG0065
 LG0065.The geoid height was determined by GEOID03.
 LG0065
 LG0065.The dynamic height is computed by dividing the NAVD 88
 LG0065.geopotential number by the normal gravity value computed on the
 LG0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0065.degrees latitude (g = 980.6199 gals.).
 LG0065
 LG0065.The modeled gravity was interpolated from observed gravity values.
 LG0065
 LG0065;                    North         East    Units  Estimated Accuracy
 LG0065;SPC NE       -   115,620.      817,390.      MT  (+/- 180 meters Scaled)
 LG0065
 LG0065                          SUPERSEDED SURVEY CONTROL
 LG0065
 LG0065  NGVD 29 (??/??/92)  378.833  (m)         1242.89   (f) ADJ UNCH    2 0
 LG0065
 LG0065.Superseded values are not recommended for survey control.
 LG0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0065.See file dsdata.txt to determine how the superseded data were derived.
 LG0065
 LG0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL331216(NAD 83)
 LG0065_MARKER: DB = BENCH MARK DISK
 LG0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0065_STAMPING: E 364 1961
 LG0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0065+STABILITY: SURFACE MOTION
 LG0065
 LG0065  HISTORY     - Date     Condition        Report By
 LG0065  HISTORY     - 1961     MONUMENTED       CGS
 LG0065  HISTORY     - 1964     GOOD             NGS
 LG0065
 LG0065                          STATION DESCRIPTION
 LG0065
 LG0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0065'10.2 MI E FROM EAGLE.
 LG0065'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0065'EAGLE, THENCE 10.0 MILES EAST ALONG U.S. HIGHWAY 34, 52.0 FEET
 LG0065'SOUTH OF CENTER LINE OF THE HIGHWAY, 35.6 FEET EAST OF THE
 LG0065'EAST END OF A ROW OF EVERGREEN TREES, 18.2 FEET SOUTH OF A FENCE,
 LG0065'2.6 FEET HIGHER THAN THE HIGHWAY, 1 FOOT NORTH OF A METAL WITNESS
 LG0065'POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0065'1 FOOT ABOVE THE GROUND.
 LG0065
 LG0065                          STATION RECOVERY (1964)
 LG0065
 LG0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LG0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0092 ***********************************************************************
 LG0092  DESIGNATION -  E 365
 LG0092  PID         -  LG0092
 LG0092  STATE/COUNTY-  NE/OTOE
 LG0092  USGS QUAD   -  SYRACUSE (1966)
 LG0092
 LG0092                         *CURRENT SURVEY CONTROL
 LG0092  ___________________________________________________________________
 LG0092* NAD 83(1986)-  40 44 17.     (N)    096 07 35.     (W)     SCALED    
 LG0092* NAVD 88     -       344.754  (meters)    1131.08   (feet)  ADJUSTED  
 LG0092  ___________________________________________________________________
 LG0092  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 LG0092  DYNAMIC HT  -         344.588 (meters)    1130.54  (feet)  COMP
 LG0092  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 LG0092
 LG0092  VERT ORDER  -  SECOND    CLASS 0
 LG0092
 LG0092.The horizontal coordinates were scaled from a topographic map and have
 LG0092.an estimated accuracy of +/- 6 seconds.
 LG0092
 LG0092.The orthometric height was determined by differential leveling
 LG0092.and adjusted by the National Geodetic Survey in June 1991..
 LG0092
 LG0092.The geoid height was determined by GEOID03.
 LG0092
 LG0092.The dynamic height is computed by dividing the NAVD 88
 LG0092.geopotential number by the normal gravity value computed on the
 LG0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0092.degrees latitude (g = 980.6199 gals.).
 LG0092
 LG0092.The modeled gravity was interpolated from observed gravity values.
 LG0092
 LG0092;                    North         East    Units  Estimated Accuracy
 LG0092;SPC NE       -   107,780.      827,000.      MT  (+/- 180 meters Scaled)
 LG0092
 LG0092                          SUPERSEDED SURVEY CONTROL
 LG0092
 LG0092  NGVD 29 (??/??/92)  344.657  (m)         1130.76   (f) ADJ UNCH    2 0
 LG0092
 LG0092.Superseded values are not recommended for survey control.
 LG0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0092.See file dsdata.txt to determine how the superseded data were derived.
 LG0092
 LG0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL426136(NAD 83)
 LG0092_MARKER: DB = BENCH MARK DISK
 LG0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0092_STAMPING: E 365 1961
 LG0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0092+STABILITY: SURFACE MOTION
 LG0092
 LG0092  HISTORY     - Date     Condition        Report By
 LG0092  HISTORY     - 1961     MONUMENTED       CGS
 LG0092  HISTORY     - 1984     MARK NOT FOUND   NGS
 LG0092
 LG0092                          STATION DESCRIPTION
 LG0092
 LG0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0092'1 MI NW FROM OTOE.
 LG0092'0.05 MILE NORTH ALONG A GRAVEL STREET FROM THE POST OFFICE AT
 LG0092'OTOE, TO THE MISSOURI PACIFIC RAILROAD, THENCE 0.9 MILES NORTHWEST
 LG0092'ALONG THE MISSOURI PACIFIC RAILROAD, 2 1/2 POLE NORTH OF MILE
 LG0092'POLE 445, 118 FEET NORTHEAST OF THE CENTER OF A ROADCROSSING,
 LG0092'106 FEET NORTH OF THE CENTER OF A FARM ROAD, 40 FEET EAST OF THE
 LG0092'EAST RAIL, 6 FEET WEST OF A FENCE, 2 FEET LOWER THAN THE RAILROAD,
 LG0092'2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF
 LG0092'A SQUARE CONCRETE POST PROJECTING 7 INCHES.
 LG0092
 LG0092                          STATION RECOVERY (1984)
 LG0092
 LG0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0014 ***********************************************************************
 NN0014  DESIGNATION -  E 37
 NN0014  PID         -  NN0014
 NN0014  STATE/COUNTY-  NE/BOYD
 NN0014  USGS QUAD   -  MONOWI (1950)
 NN0014
 NN0014                         *CURRENT SURVEY CONTROL
 NN0014  ___________________________________________________________________
 NN0014* NAD 83(1986)-  42 49 39.     (N)    098 19 29.     (W)     SCALED    
 NN0014* NAVD 88     -       404.103  (meters)    1325.79   (feet)  ADJUSTED  
 NN0014  ___________________________________________________________________
 NN0014  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 NN0014  DYNAMIC HT  -         403.965 (meters)    1325.34  (feet)  COMP
 NN0014  MODELED GRAV-     980,266.9   (mgal)                       NAVD 88
 NN0014
 NN0014  VERT ORDER  -  SECOND    CLASS 0
 NN0014
 NN0014.The horizontal coordinates were scaled from a topographic map and have
 NN0014.an estimated accuracy of +/- 6 seconds.
 NN0014
 NN0014.The orthometric height was determined by differential leveling
 NN0014.and adjusted by the National Geodetic Survey in June 1991..
 NN0014
 NN0014.The geoid height was determined by GEOID03.
 NN0014
 NN0014.The dynamic height is computed by dividing the NAVD 88
 NN0014.geopotential number by the normal gravity value computed on the
 NN0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0014.degrees latitude (g = 980.6199 gals.).
 NN0014
 NN0014.The modeled gravity was interpolated from observed gravity values.
 NN0014
 NN0014;                    North         East    Units  Estimated Accuracy
 NN0014;SPC NE       -   333,790.      636,970.      MT  (+/- 180 meters Scaled)
 NN0014
 NN0014                          SUPERSEDED SURVEY CONTROL
 NN0014
 NN0014  NGVD 29 (??/??/92)  403.832  (m)         1324.91   (f) ADJ UNCH    2 0
 NN0014
 NN0014.Superseded values are not recommended for survey control.
 NN0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0014.See file dsdata.txt to determine how the superseded data were derived.
 NN0014
 NN0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN551418(NAD 83)
 NN0014_MARKER: DB = BENCH MARK DISK
 NN0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0014_STAMPING: E-37 1934
 NN0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0014+STABILITY: SURFACE MOTION
 NN0014
 NN0014  HISTORY     - Date     Condition        Report By
 NN0014  HISTORY     - 1934     MONUMENTED       CGS
 NN0014
 NN0014                          STATION DESCRIPTION
 NN0014
 NN0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0014'AT MONOWI.
 NN0014'LOCATED AT MONOWI ALONG THE R/W OF THE CHICAGO AND NORTH WESTERN
 NN0014'RWY., 0.3 OF MILE EAST OF STATION, 2 1/2 TELEGRAPH POLES EAST
 NN0014'OF M.P. 81, 44.3 FEET NORTH OF NORTH RAIL, 4 FEET SOUTHEAST
 NN0014'OF CORNER POST, 3 FEET SOUTH OF FENCE.  STANDARD TABLET SET IN
 NN0014'TOP OF CONCRETE POST 4 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1300 ***********************************************************************
 NM1300  DESIGNATION -  E 38
 NM1300  PID         -  NM1300
 NM1300  STATE/COUNTY-  NE/ANTELOPE
 NM1300  USGS QUAD   -  PLAINVIEW NE (1974)
 NM1300
 NM1300                         *CURRENT SURVEY CONTROL
 NM1300  ___________________________________________________________________
 NM1300* NAD 83(1986)-  42 24 30.     (N)    097 52 18.     (W)     SCALED    
 NM1300* NAVD 88     -       504.356  (meters)    1654.71   (feet)  ADJUSTED  
 NM1300  ___________________________________________________________________
 NM1300  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 NM1300  DYNAMIC HT  -         504.169 (meters)    1654.09  (feet)  COMP
 NM1300  MODELED GRAV-     980,235.3   (mgal)                       NAVD 88
 NM1300
 NM1300  VERT ORDER  -  SECOND    CLASS 0
 NM1300
 NM1300.The horizontal coordinates were scaled from a topographic map and have
 NM1300.an estimated accuracy of +/- 6 seconds.
 NM1300
 NM1300.The orthometric height was determined by differential leveling
 NM1300.and adjusted by the National Geodetic Survey in June 1991..
 NM1300
 NM1300.The geoid height was determined by GEOID03.
 NM1300
 NM1300.The dynamic height is computed by dividing the NAVD 88
 NM1300.geopotential number by the normal gravity value computed on the
 NM1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1300.degrees latitude (g = 980.6199 gals.).
 NM1300
 NM1300.The modeled gravity was interpolated from observed gravity values.
 NM1300
 NM1300;                    North         East    Units  Estimated Accuracy
 NM1300;SPC NE       -   288,060.      675,150.      MT  (+/- 180 meters Scaled)
 NM1300
 NM1300                          SUPERSEDED SURVEY CONTROL
 NM1300
 NM1300  NGVD 29 (??/??/92)  504.158  (m)         1654.06   (f) ADJ UNCH    2 0
 NM1300
 NM1300.Superseded values are not recommended for survey control.
 NM1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1300.See file dsdata.txt to determine how the superseded data were derived.
 NM1300
 NM1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM928957(NAD 83)
 NM1300_MARKER: DB = BENCH MARK DISK
 NM1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1300_STAMPING: E-38--1934
 NM1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1300+STABILITY: SURFACE MOTION
 NM1300
 NM1300  HISTORY     - Date     Condition        Report By
 NM1300  HISTORY     - 1934     MONUMENTED       CGS
 NM1300  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1300
 NM1300                          STATION DESCRIPTION
 NM1300
 NM1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1300'6.2 MI NW FROM PLAINVIEW.
 NM1300'LOCATED 6.2 MILES NORTHWEST OF STATION AT PLAINVIEW, 5 MILES
 NM1300'SOUTHEAST OF STATION AT CREIGHTON, 44.6 FEET WEST OF WEST RAIL,
 NM1300'34 FEET NORTH OF CENTERLINE OF ROAD CROSSING TRACK, 2.8 FEET
 NM1300'NORTHEAST OF CORNER FENCE POST.  STANDARD TABLET SET IN TOP OF
 NM1300'CONCRETE POST 4 INCHES HIGH.
 NM1300
 NM1300                          STATION RECOVERY (1974)
 NM1300
 NM1300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1436 ***********************************************************************
 NM1436  DESIGNATION -  E 39
 NM1436  PID         -  NM1436
 NM1436  STATE/COUNTY-  NE/KNOX
 NM1436  USGS QUAD   -  BLOOMFIELD NE (1968)
 NM1436
 NM1436                         *CURRENT SURVEY CONTROL
 NM1436  ___________________________________________________________________
 NM1436* NAD 83(1986)-  42 38 30.     (N)    097 31 30.     (W)     SCALED    
 NM1436* NAVD 88     -       503.237  (meters)    1651.04   (feet)  ADJUSTED  
 NM1436  ___________________________________________________________________
 NM1436  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 NM1436  DYNAMIC HT  -         503.057 (meters)    1650.45  (feet)  COMP
 NM1436  MODELED GRAV-     980,246.3   (mgal)                       NAVD 88
 NM1436
 NM1436  VERT ORDER  -  SECOND    CLASS 0
 NM1436
 NM1436.The horizontal coordinates were scaled from a topographic map and have
 NM1436.an estimated accuracy of +/- 6 seconds.
 NM1436
 NM1436.The orthometric height was determined by differential leveling
 NM1436.and adjusted by the National Geodetic Survey in June 1991..
 NM1436
 NM1436.The geoid height was determined by GEOID03.
 NM1436
 NM1436.The dynamic height is computed by dividing the NAVD 88
 NM1436.geopotential number by the normal gravity value computed on the
 NM1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1436.degrees latitude (g = 980.6199 gals.).
 NM1436
 NM1436.The modeled gravity was interpolated from observed gravity values.
 NM1436
 NM1436;                    North         East    Units  Estimated Accuracy
 NM1436;SPC NE       -   314,720.      702,930.      MT  (+/- 180 meters Scaled)
 NM1436
 NM1436                          SUPERSEDED SURVEY CONTROL
 NM1436
 NM1436  NGVD 29 (??/??/92)  503.013  (m)         1650.30   (f) ADJ UNCH    2 0
 NM1436
 NM1436.Superseded values are not recommended for survey control.
 NM1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1436.See file dsdata.txt to determine how the superseded data were derived.
 NM1436
 NM1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN209220(NAD 83)
 NM1436_MARKER: DB = BENCH MARK DISK
 NM1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1436_STAMPING: E-39-1934
 NM1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1436+STABILITY: SURFACE MOTION
 NM1436
 NM1436  HISTORY     - Date     Condition        Report By
 NM1436  HISTORY     - 1934     MONUMENTED       CGS
 NM1436
 NM1436                          STATION DESCRIPTION
 NM1436
 NM1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1436'10.5 MI N FROM WAUSA.
 NM1436'10.5 MILES NORTH OF THE WAUSA HIGH SCHOOL, 41 FEET NORTH OF
 NM1436'CENTERLINE OF SECTION CROSS ROAD, 30 FEET WEST OF CENTERLINE
 NM1436'OF HIGHWAY, 11.6 FEET NORTH OF CORNER FENCE POST, 1.2 FEET EAST
 NM1436'OF FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES
 NM1436'HIGH, STAMPED E 39 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0259 ***********************************************************************
 NP0259  DESIGNATION -  E 4
 NP0259  PID         -  NP0259
 NP0259  STATE/COUNTY-  NE/DAWES
 NP0259  USGS QUAD   -  WHITNEY (1980)
 NP0259
 NP0259                         *CURRENT SURVEY CONTROL
 NP0259  ___________________________________________________________________
 NP0259* NAD 83(1986)-  42 46 55.     (N)    103 15 28.     (W)     SCALED    
 NP0259* NAVD 88     -      1039.793  (meters)    3411.39   (feet)  ADJUSTED  
 NP0259  ___________________________________________________________________
 NP0259  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 NP0259  DYNAMIC HT  -        1039.263 (meters)    3409.65  (feet)  COMP
 NP0259  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 NP0259
 NP0259  VERT ORDER  -  FIRST     CLASS II
 NP0259
 NP0259.The horizontal coordinates were scaled from a topographic map and have
 NP0259.an estimated accuracy of +/- 6 seconds.
 NP0259
 NP0259.The orthometric height was determined by differential leveling
 NP0259.and adjusted by the National Geodetic Survey in June 1991..
 NP0259
 NP0259.The geoid height was determined by GEOID03.
 NP0259
 NP0259.The dynamic height is computed by dividing the NAVD 88
 NP0259.geopotential number by the normal gravity value computed on the
 NP0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0259.degrees latitude (g = 980.6199 gals.).
 NP0259
 NP0259.The modeled gravity was interpolated from observed gravity values.
 NP0259
 NP0259;                    North         East    Units  Estimated Accuracy
 NP0259;SPC NE       -   332,420.      233,510.      MT  (+/- 180 meters Scaled)
 NP0259
 NP0259                          SUPERSEDED SURVEY CONTROL
 NP0259
 NP0259  NGVD 29 (??/??/92) 1039.227  (m)         3409.53   (f) ADJ UNCH    1 2
 NP0259
 NP0259.Superseded values are not recommended for survey control.
 NP0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0259.See file dsdata.txt to determine how the superseded data were derived.
 NP0259
 NP0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH425380(NAD 83)
 NP0259_MARKER: Z = SEE DESCRIPTION
 NP0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0259_SP_SET: STONE POST
 NP0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0259+STABILITY: SURFACE MOTION
 NP0259
 NP0259  HISTORY     - Date     Condition        Report By
 NP0259  HISTORY     - UNK      MONUMENTED       CGS
 NP0259  HISTORY     - 1957     GOOD             NGS
 NP0259
 NP0259                          STATION DESCRIPTION
 NP0259
 NP0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0259'AT WHITNEY.
 NP0259'AT WHITNEY, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, IN
 NP0259'SECTION 1, T. 32 N., R. 51 W, 315 FEET SOUTHWEST OF THE SOUTH
 NP0259'CORNER OF THE STATION, 24 1/2 FEET EAST OF THE EAST CORNER OF THE
 NP0259'SECTION FOREMAN HOME, 17 1/2 FEET NORTHWEST OF THE NORTHWEST
 NP0259'RAIL, 3 1/2 FEET NORTHWEST OF THE YARD FENCE, 4 FEET NORTHWEST
 NP0259'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE RAIL, THE
 NP0259'BOTTOM OF A SQUARE CUT IN THE TOP OF A STONE POST, SURROUNDED BY
 NP0259'THE LETTERS USBM.  THE POST IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1131 ***********************************************************************
 NM1131  DESIGNATION -  E 40
 NM1131  PID         -  NM1131
 NM1131  STATE/COUNTY-  NE/CEDAR
 NM1131  USGS QUAD   -  HARTINGTON (1968)
 NM1131
 NM1131                         *CURRENT SURVEY CONTROL
 NM1131  ___________________________________________________________________
 NM1131* NAD 83(1986)-  42 34 57.     (N)    097 16 05.     (W)     SCALED    
 NM1131* NAVD 88     -       423.838  (meters)    1390.54   (feet)  ADJUSTED  
 NM1131  ___________________________________________________________________
 NM1131  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NM1131  DYNAMIC HT  -         423.689 (meters)    1390.05  (feet)  COMP
 NM1131  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 NM1131
 NM1131  VERT ORDER  -  SECOND    CLASS 0
 NM1131
 NM1131.The horizontal coordinates were scaled from a topographic map and have
 NM1131.an estimated accuracy of +/- 6 seconds.
 NM1131
 NM1131.The orthometric height was determined by differential leveling
 NM1131.and adjusted by the National Geodetic Survey in June 1991..
 NM1131
 NM1131.The geoid height was determined by GEOID03.
 NM1131
 NM1131.The dynamic height is computed by dividing the NAVD 88
 NM1131.geopotential number by the normal gravity value computed on the
 NM1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1131.degrees latitude (g = 980.6199 gals.).
 NM1131
 NM1131.The modeled gravity was interpolated from observed gravity values.
 NM1131
 NM1131;                    North         East    Units  Estimated Accuracy
 NM1131;SPC NE       -   308,790.      724,190.      MT  (+/- 180 meters Scaled)
 NM1131
 NM1131                          SUPERSEDED SURVEY CONTROL
 NM1131
 NM1131  NGVD 29 (??/??/92)  423.633  (m)         1389.87   (f) ADJ UNCH    2 0
 NM1131
 NM1131.Superseded values are not recommended for survey control.
 NM1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1131.See file dsdata.txt to determine how the superseded data were derived.
 NM1131
 NM1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN421159(NAD 83)
 NM1131_MARKER: DB = BENCH MARK DISK
 NM1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1131_STAMPING: E-40--1934
 NM1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1131+STABILITY: SURFACE MOTION
 NM1131
 NM1131  HISTORY     - Date     Condition        Report By
 NM1131  HISTORY     - 1934     MONUMENTED       CGS
 NM1131
 NM1131                          STATION DESCRIPTION
 NM1131
 NM1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1131'3 MI S FROM HARTINGTON.
 NM1131'IS LOCATED 3 MILES SOUTH OF STATION ALONG C.ST.P.M. AND O. RWY.
 NM1131'AT HARTINGTON, 45.4 FEET EAST OF EAST RAIL OF TRACK, 1.5 FEET
 NM1131'WEST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM1131'POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0547 ***********************************************************************
 NP0547  FBN         -  This is a Federal Base Network Control Station.
 NP0547  DESIGNATION -  E 416
 NP0547  PID         -  NP0547
 NP0547  STATE/COUNTY-  NE/DAWES
 NP0547  USGS QUAD   -  CRAWFORD (1980)
 NP0547
 NP0547                         *CURRENT SURVEY CONTROL
 NP0547  ___________________________________________________________________
 NP0547* NAD 83(1995)-  42 43 36.18406(N)    103 24 14.33125(W)     ADJUSTED  
 NP0547* NAVD 88     -      1109.134  (meters)    3638.88   (feet)  ADJUSTED  
 NP0547  ___________________________________________________________________
 NP0547  X           -  -1,088,004.430 (meters)                     COMP
 NP0547  Y           -  -4,565,557.451 (meters)                     COMP
 NP0547  Z           -   4,305,989.996 (meters)                     COMP
 NP0547  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 NP0547  ELLIP HEIGHT-        1091.60  (meters)          (07/10/01) GPS OBS
 NP0547  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 NP0547  DYNAMIC HT  -        1108.545 (meters)    3636.95  (feet)  COMP
 NP0547  MODELED GRAV-     980,052.2   (mgal)                       NAVD 88
 NP0547
 NP0547  HORZ ORDER  -  A
 NP0547  VERT ORDER  -  FIRST     CLASS II
 NP0547  ELLP ORDER  -  FOURTH    CLASS I
 NP0547
 NP0547.The horizontal coordinates were established by GPS observations
 NP0547.and adjusted by the National Geodetic Survey in June 1996..
 NP0547
 NP0547.The orthometric height was determined by differential leveling
 NP0547.and adjusted by the National Geodetic Survey in June 1991..
 NP0547
 NP0547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0547
 NP0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0547
 NP0547.The ellipsoidal height was determined by GPS observations
 NP0547.and is referenced to NAD 83.
 NP0547
 NP0547.The geoid height was determined by GEOID03.
 NP0547
 NP0547.The dynamic height is computed by dividing the NAVD 88
 NP0547.geopotential number by the normal gravity value computed on the
 NP0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0547.degrees latitude (g = 980.6199 gals.).
 NP0547
 NP0547.The modeled gravity was interpolated from observed gravity values.
 NP0547
 NP0547;                    North         East     Units Scale Factor Converg.
 NP0547;SPC NE       -   326,750.927   221,312.915   MT  0.99988618   -2 15 20.9
 NP0547;UTM  13      - 4,731,702.967   630,665.296   MT  0.99981005   +1 04 59.0
 NP0547
 NP0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0547!SPC NE       -   0.99982884  x   0.99988618  =   0.99971503
 NP0547!UTM  13      -   0.99982884  x   0.99981005  =   0.99963892
 NP0547
 NP0547                          SUPERSEDED SURVEY CONTROL
 NP0547
 NP0547  ELLIP H (06/25/96) 1091.65   (m)                       GP(       ) 1 1
 NP0547  NAVD 88 (06/25/96) 1109.13   (m)         3638.9    (f) LEVELING    3  
 NP0547
 NP0547.Superseded values are not recommended for survey control.
 NP0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0547.See file dsdata.txt to determine how the superseded data were derived.
 NP0547
 NP0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3066531703(NAD 83)
 NP0547_MARKER: I = METAL ROD
 NP0547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0547_SP_SET: STAINLESS STEEL ROD
 NP0547_STAMPING: E 416 1985
 NP0547_MARK LOGO: NGS   
 NP0547_PROJECTION: RECESSED 30 CENTIMETERS
 NP0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0547+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2000
 NP0547_ROD/PIPE-DEPTH: 10.7 meters
 NP0547
 NP0547  HISTORY     - Date     Condition        Report By
 NP0547  HISTORY     - 1985     MONUMENTED       NGS
 NP0547  HISTORY     - 19950502 GOOD             NGS
 NP0547  HISTORY     - 19960821 GOOD             NGS
 NP0547  HISTORY     - 19991006 GOOD             NGS
 NP0547  HISTORY     - 20000510 GOOD             NGS
 NP0547
 NP0547                          STATION DESCRIPTION
 NP0547
 NP0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0547'4.5 KM (2.8 MI) NORTH FROM CRAWFORD.
 NP0547'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0547'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.2 KM (2.6 MI) NORTH
 NP0547'ALONG STATE ROUTE 71, AT A GRAVEL ROAD LEADING WEST, 23.2 METERS (76
 NP0547'FT) WEST OF THE HIGHWAY CENTERLINE, 11.3 METERS (37 FT) NORTH OF THE
 NP0547'CENTER OF THE ROAD, 0.3 METER (1 FT) EAST OF A FENCE, 0.6 METER (2
 NP0547'FT) NORTH OF A CONCRETE RIGHT OF WAY POST AND 1.2 METERS (4 FT) NORTH
 NP0547'OF A FENCE CORNER POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NP0547'5-INCH LOGO CAP.
 NP0547'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 NP0547'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 NP0547
 NP0547                          STATION RECOVERY (1995)
 NP0547
 NP0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0547'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) NORTH OF CRAWFORD, ON THE
 NP0547'WEST RIGHT-OF-WAY OF STATE HIGHWAY 71, IN THE NORTHWEST ANGLE OF THE
 NP0547'INTERSECTION OF THE HIGHWAY AND MOODY ROAD AND IN THE SOUTHEAST CORNER
 NP0547'OF SEC22, T32N, R52W.  TO REACH THE MARK FROM THE NORTH JUNCTION OF
 NP0547'STATE HIGHWAY 71 WITH U.S. HIGHWAY 20 AT CRAWFORD, GO NORTH ON HIGHWAY
 NP0547'71 FOR 2.6 MI (4.2 KM) TO THE MARK ON THE LEFT.  THE MARK IS A
 NP0547'STAINLESS STEEL ROD SET WITHIN A 5-INCH PVC PIPE WITH A LOGO CAP THAT
 NP0547'IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE. IT IS 106.7 FT
 NP0547'(32.5 M) NORTH-NORTHWEST OF THE NORTH END OF THE WEST HEADWALL OF A
 NP0547'TRIPLE BOX CONCRETE CULVERT UNDER THE HIGHWAY, 76.0 FT (23.2 M) WEST
 NP0547'FROM THE CENTERLINE OF THE HIGHWAY, 37.0 FT (11.3 M) NORTH OF THE
 NP0547'CENTERLINE OF MOODY ROAD, 2.0 FT (0.6 M) NORTH OF A CONCRETE
 NP0547'RIGHT-OF-WAY MARKER, 4.0 FT (1.2 M) NORTH OF A POST AT THE SOUTH END
 NP0547'OF A FENCE AND 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 NP0547
 NP0547                          STATION RECOVERY (1996)
 NP0547
 NP0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NP0547'RECOVERED AS DESCRIBED.
 NP0547
 NP0547                          STATION RECOVERY (1999)
 NP0547
 NP0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0547'0.8 KM (0.50 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NP0547'CRAWFORD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG U.S.  HIGHWAY 20,
 NP0547'THENCE 4.2 KM (2.60 MI) NORTHERLY ALONG STATE HIGHWAY 71, 23.0 M (75.5
 NP0547'FT) WEST OF THE HIGHWAY CENTERLINE, 10.9 M (35.8 FT) NORTH OF THE
 NP0547'CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 NP0547'HIGHWAY, 0.5 M (1.6 FT) NORTH OF A RIGHT-OF-WAY POST, AND 0.3 M (1.0
 NP0547'FT) EAST OF A WITNESS POST.  NOTE--THE MONUMENT IS ON HIGHWAY
 NP0547'RIGHT-OF-WAY.  THE MONUMENT IS A FEDERAL BASE NETWORK CONTROL STATION.
 NP0547
 NP0547                          STATION RECOVERY (2000)
 NP0547
 NP0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 NP0547'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0575 ***********************************************************************
 NP0575  DESIGNATION -  E 417
 NP0575  PID         -  NP0575
 NP0575  STATE/COUNTY-  NE/BOX BUTTE
 NP0575  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0575
 NP0575                         *CURRENT SURVEY CONTROL
 NP0575  ___________________________________________________________________
 NP0575* NAD 83(1986)-  42 05 23.     (N)    102 53 10.     (W)     SCALED    
 NP0575* NAVD 88     -      1206.667  (meters)    3958.87   (feet)  ADJUSTED  
 NP0575  ___________________________________________________________________
 NP0575  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 NP0575  DYNAMIC HT  -        1205.960 (meters)    3956.55  (feet)  COMP
 NP0575  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 NP0575
 NP0575  VERT ORDER  -  FIRST     CLASS II
 NP0575
 NP0575.The horizontal coordinates were scaled from a topographic map and have
 NP0575.an estimated accuracy of +/- 6 seconds.
 NP0575
 NP0575.The orthometric height was determined by differential leveling
 NP0575.and adjusted by the National Geodetic Survey in June 1991..
 NP0575
 NP0575.The geoid height was determined by GEOID03.
 NP0575
 NP0575.The dynamic height is computed by dividing the NAVD 88
 NP0575.geopotential number by the normal gravity value computed on the
 NP0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0575.degrees latitude (g = 980.6199 gals.).
 NP0575
 NP0575.The modeled gravity was interpolated from observed gravity values.
 NP0575
 NP0575;                    North         East    Units  Estimated Accuracy
 NP0575;SPC NE       -   254,510.      261,330.      MT  (+/- 180 meters Scaled)
 NP0575
 NP0575                          SUPERSEDED SURVEY CONTROL
 NP0575
 NP0575.No superseded survey control is available for this station.
 NP0575
 NP0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG748619(NAD 83)
 NP0575_MARKER: DB = BENCH MARK DISK
 NP0575_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NP0575_SP_SET: PIER FOUNDATION
 NP0575_STAMPING: E 417 1985
 NP0575_MARK LOGO: NGS   
 NP0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0575+STABILITY: POSITION/ELEVATION WELL
 NP0575
 NP0575  HISTORY     - Date     Condition        Report By
 NP0575  HISTORY     - 1985     MONUMENTED       NGS
 NP0575
 NP0575                          STATION DESCRIPTION
 NP0575
 NP0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0575'1.6 KM (1.0 MI) SW FROM ALLIANCE.
 NP0575'1.6 KM (1.0 MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 NP0575'ITS STATION AT ALLIANCE, IN TOP OF THE NORTH-NORTHEAST END OF THE WEST
 NP0575'CONCRETE FOUNDATION FOR THREE CONCRETE PIERS IN THE MIDDLE OF 3 SETS
 NP0575'OF RAILS, 3.9 METERS (12.8 FT) EAST-SOUTHEAST OF THE EAST-SOUTHEAST
 NP0575'RAIL OF THE NORTH-NORTHWEST SET OF TRACKS, 3.35 METERS (11 FT)
 NP0575'NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL OF THE MIDDLE SET OF
 NP0575'TRACKS AND 0.8 METER (2.7 FT) SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST
 NP0575'CONCRETE PIER.
 NP0575'THE MARK IS 1.35 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0367 ***********************************************************************
 MN0367  DESIGNATION -  E 418
 MN0367  PID         -  MN0367
 MN0367  STATE/COUNTY-  NE/MORRILL
 MN0367  USGS QUAD   -  DALTON (1972)
 MN0367
 MN0367                         *CURRENT SURVEY CONTROL
 MN0367  ___________________________________________________________________
 MN0367* NAD 83(1986)-  41 26 20.     (N)    102 58 59.     (W)     SCALED    
 MN0367* NAVD 88     -      1301.635  (meters)    4270.45   (feet)  ADJUSTED  
 MN0367  ___________________________________________________________________
 MN0367  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 MN0367  DYNAMIC HT  -        1300.742 (meters)    4267.52  (feet)  COMP
 MN0367  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 MN0367
 MN0367  VERT ORDER  -  FIRST     CLASS II
 MN0367
 MN0367.The horizontal coordinates were scaled from a topographic map and have
 MN0367.an estimated accuracy of +/- 6 seconds.
 MN0367
 MN0367.The orthometric height was determined by differential leveling
 MN0367.and adjusted by the National Geodetic Survey in June 1991..
 MN0367
 MN0367.The geoid height was determined by GEOID03.
 MN0367
 MN0367.The dynamic height is computed by dividing the NAVD 88
 MN0367.geopotential number by the normal gravity value computed on the
 MN0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0367.degrees latitude (g = 980.6199 gals.).
 MN0367
 MN0367.The modeled gravity was interpolated from observed gravity values.
 MN0367
 MN0367;                    North         East    Units  Estimated Accuracy
 MN0367;SPC NE       -   182,560.      250,830.      MT  (+/- 180 meters Scaled)
 MN0367
 MN0367                          SUPERSEDED SURVEY CONTROL
 MN0367
 MN0367.No superseded survey control is available for this station.
 MN0367
 MN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF685894(NAD 83)
 MN0367_MARKER: I = METAL ROD
 MN0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0367_SP_SET: STAINLESS STEEL ROD
 MN0367_STAMPING: E 418 1985
 MN0367_MARK LOGO: NGS   
 MN0367_PROJECTION: FLUSH
 MN0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0367_ROD/PIPE-DEPTH: 7.9  meters
 MN0367
 MN0367  HISTORY     - Date     Condition        Report By
 MN0367  HISTORY     - 1985     MONUMENTED       NGS
 MN0367
 MN0367                          STATION DESCRIPTION
 MN0367
 MN0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0367'4.0 KM (2.5 MI) NORTH FROM DALTON.
 MN0367'4.0 KM (2.45 MI) NORTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0367'DALTON, AT THE MORRILL-CHEYENNE COUNTY LINE, 0.08 KM (0.05 MI) SOUTH
 MN0367'OF A ROAD LEADING WEST, 18.3 METERS (60 FT) EAST OF THE HIGHWAY
 MN0367'CENTERLINE, 0.6 METER (2 FT) NORTH OF A CONCRETE RIGHT OF WAY MARKER,
 MN0367'0.3 METER (1 FT) WEST OF A FENCE, 6.7 METERS (22 FT) NORTH OF THE
 MN0367'CENTER OF A TRACK ROAD LEADING EAST AND 15.5 METERS (51 FT) SOUTHEAST
 MN0367'OF A SIGN (UNLAWFULL TO PASS SCHOOL BUS).  NOTE--ACCESS TO DATUM POINT
 MN0367'IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0367'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MN0367'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0389 ***********************************************************************
 MN0389  DESIGNATION -  E 419
 MN0389  PID         -  MN0389
 MN0389  STATE/COUNTY-  NE/CHEYENNE
 MN0389  USGS QUAD   -  LORENZO (1972)
 MN0389
 MN0389                         *CURRENT SURVEY CONTROL
 MN0389  ___________________________________________________________________
 MN0389* NAD 83(1986)-  41 01 39.     (N)    103 04 44.     (W)     SCALED    
 MN0389* NAVD 88     -      1335.161  (meters)    4380.44   (feet)  ADJUSTED  
 MN0389  ___________________________________________________________________
 MN0389  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 MN0389  DYNAMIC HT  -        1334.199 (meters)    4377.28  (feet)  COMP
 MN0389  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 MN0389
 MN0389  VERT ORDER  -  FIRST     CLASS II
 MN0389
 MN0389.The horizontal coordinates were scaled from a topographic map and have
 MN0389.an estimated accuracy of +/- 6 seconds.
 MN0389
 MN0389.The orthometric height was determined by differential leveling
 MN0389.and adjusted by the National Geodetic Survey in June 1991..
 MN0389
 MN0389.The geoid height was determined by GEOID03.
 MN0389
 MN0389.The dynamic height is computed by dividing the NAVD 88
 MN0389.geopotential number by the normal gravity value computed on the
 MN0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0389.degrees latitude (g = 980.6199 gals.).
 MN0389
 MN0389.The modeled gravity was interpolated from observed gravity values.
 MN0389
 MN0389;                    North         East    Units  Estimated Accuracy
 MN0389;SPC NE       -   137,190.      241,200.      MT  (+/- 180 meters Scaled)
 MN0389
 MN0389                          SUPERSEDED SURVEY CONTROL
 MN0389
 MN0389.No superseded survey control is available for this station.
 MN0389
 MN0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF615435(NAD 83)
 MN0389_MARKER: I = METAL ROD
 MN0389_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MN0389+WITH SETTING: INFORMATION.
 MN0389_SP_SET: SHALLOW-SET METAL ROD
 MN0389_STAMPING: E 419 1985
 MN0389_MARK LOGO: NGS   
 MN0389_PROJECTION: FLUSH
 MN0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0389_ROD/PIPE-DEPTH: 2.4  meters
 MN0389
 MN0389  HISTORY     - Date     Condition        Report By
 MN0389  HISTORY     - 1985     MONUMENTED       NGS
 MN0389
 MN0389                          STATION DESCRIPTION
 MN0389
 MN0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0389'18.2 KM (11.3 MI) SW FROM SIDNEY.
 MN0389'0.08 KM (0.05 MI) WEST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0389'SIDNEY, THENCE 3.7 KM (2.3 MI) SOUTH ALONG 10TH AVENUE, THENCE 14.5 KM
 MN0389'(8.98 MI) SOUTHWEST ALONG STATE ROUTE 19, ALSO 7.9 KM (4.9 MI) NORTH
 MN0389'OF PEETZ, COLORADO, IN TOP OF A LONG LOW CUT FOR THE RAILROAD GRADE,
 MN0389'2.40 KM (1.49 MI) SOUTH-SOUTHWEST OF THE INTERSECTION OF A GRAVEL ROAD
 MN0389'AT LORENZO, 0.32 KM (0.20 MI) SOUTH-SOUTHWEST OF MILEPOST 2,
 MN0389'53.0 METERS (174 FT) WEST-NORTHWEST OF THE HIGHWAY CENTERLINE, 100.6
 MN0389'METERS (330 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF RAILROAD BRIDGE
 MN0389'85.19, 30.6 METERS (100.5 FT) WEST OF RAILROAD SEMIPHORE 853, 24.7
 MN0389'METERS (81 FT) WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL AND 1.5
 MN0389'METERS (5 FT) SOUTH OF A CONCRETE FENCE POST.  ROD SET TO 8 FOOT
 MN0389'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MN0389'LOGO CAP.
 MN0389'THE MARK IS 0.4 METERS  NNE FROM  A WITNESS POST
 MN0389'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0396 ***********************************************************************
 MN0396  DESIGNATION -  E 422
 MN0396  PID         -  MN0396
 MN0396  STATE/COUNTY-  NE/DEUEL
 MN0396  USGS QUAD   -  BARTON (1961)
 MN0396
 MN0396                         *CURRENT SURVEY CONTROL
 MN0396  ___________________________________________________________________
 MN0396* NAD 83(1986)-  41 02 57.     (N)    102 08 06.     (W)     SCALED    
 MN0396* NAVD 88     -      1042.285  (meters)    3419.56   (feet)  ADJUSTED  
 MN0396  ___________________________________________________________________
 MN0396  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 MN0396  DYNAMIC HT  -        1041.611 (meters)    3417.35  (feet)  COMP
 MN0396  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 MN0396
 MN0396  VERT ORDER  -  FIRST     CLASS II
 MN0396
 MN0396.The horizontal coordinates were scaled from a topographic map and have
 MN0396.an estimated accuracy of +/- 6 seconds.
 MN0396
 MN0396.The orthometric height was determined by differential leveling
 MN0396.and adjusted by the National Geodetic Survey in June 1991..
 MN0396
 MN0396.The geoid height was determined by GEOID03.
 MN0396
 MN0396.The dynamic height is computed by dividing the NAVD 88
 MN0396.geopotential number by the normal gravity value computed on the
 MN0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0396.degrees latitude (g = 980.6199 gals.).
 MN0396
 MN0396.The modeled gravity was interpolated from observed gravity values.
 MN0396
 MN0396;                    North         East    Units  Estimated Accuracy
 MN0396;SPC NE       -   137,210.      320,580.      MT  (+/- 180 meters Scaled)
 MN0396
 MN0396                          SUPERSEDED SURVEY CONTROL
 MN0396
 MN0396  NGVD 29 (02/14/92) 1041.824  (m)         3418.05   (f) ADJUSTED    1 2
 MN0396
 MN0396.Superseded values are not recommended for survey control.
 MN0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0396.See file dsdata.txt to determine how the superseded data were derived.
 MN0396
 MN0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF407481(NAD 83)
 MN0396_MARKER: I = METAL ROD
 MN0396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0396_SP_SET: STAINLESS STEEL ROD
 MN0396_STAMPING: E 422 1986
 MN0396_MARK LOGO: NGS   
 MN0396_PROJECTION: FLUSH
 MN0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0396_ROD/PIPE-DEPTH: 12.2 meters
 MN0396
 MN0396  HISTORY     - Date     Condition        Report By
 MN0396  HISTORY     - 1986     MONUMENTED       NGS
 MN0396
 MN0396                          STATION DESCRIPTION
 MN0396
 MN0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0396'5.5 KM (3.4 MI) SW FROM BIG SPRINGS.
 MN0396'5.5 KM (3.4 MI) SOUTHWEST ALONG US HIGHWAY 138 FROM THE JUNCTION OF
 MN0396'STATE ROUTE 25 B IN BIG SPRINGS, AT A GATE TO A PASTURE, 0.48 KM (0.3
 MN0396'MI) SOUTHWEST OF A PRIVATE DRIVE LEADING NORTH TO A SMALL FARM,
 MN0396'10.4 METERS (34 FT) NORTH-NORTHWEST OF THE HIGHWAY CENTERLINE, 6.7
 MN0396'METERS (22 FT) SOUTHWEST OF THE CENTER OF THE GATE AND 0.3 METER (1
 MN0396'FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT
 MN0396'IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0396'THE MARK IS 0.3 METERS  ENE FROM  A WITNESS POST
 MN0396'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0954 ***********************************************************************
 LH0954  DESIGNATION -  E 423
 LH0954  PID         -  LH0954
 LH0954  STATE/COUNTY-  NE/FURNAS
 LH0954  USGS QUAD   -  BEAVER CITY SW (1957)
 LH0954
 LH0954                         *CURRENT SURVEY CONTROL
 LH0954  ___________________________________________________________________
 LH0954* NAD 83(1986)-  40 06 20.     (N)    099 53 36.     (W)     SCALED    
 LH0954* NAVD 88     -       704.781  (meters)    2312.27   (feet)  ADJUSTED  
 LH0954  ___________________________________________________________________
 LH0954  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 LH0954  DYNAMIC HT  -         704.331 (meters)    2310.79  (feet)  COMP
 LH0954  MODELED GRAV-     979,963.1   (mgal)                       NAVD 88
 LH0954
 LH0954  VERT ORDER  -  FIRST     CLASS II
 LH0954
 LH0954.The horizontal coordinates were scaled from a topographic map and have
 LH0954.an estimated accuracy of +/- 6 seconds.
 LH0954
 LH0954.The orthometric height was determined by differential leveling
 LH0954.and adjusted by the National Geodetic Survey in June 1991..
 LH0954
 LH0954.The geoid height was determined by GEOID03.
 LH0954
 LH0954.The dynamic height is computed by dividing the NAVD 88
 LH0954.geopotential number by the normal gravity value computed on the
 LH0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0954.degrees latitude (g = 980.6199 gals.).
 LH0954
 LH0954.The modeled gravity was interpolated from observed gravity values.
 LH0954
 LH0954;                    North         East    Units  Estimated Accuracy
 LH0954;SPC NE       -    30,230.      509,090.      MT  (+/- 180 meters Scaled)
 LH0954
 LH0954                          SUPERSEDED SURVEY CONTROL
 LH0954
 LH0954  NGVD 29 (02/14/92)  704.503  (m)         2311.36   (f) ADJUSTED    1 2
 LH0954
 LH0954.Superseded values are not recommended for survey control.
 LH0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0954.See file dsdata.txt to determine how the superseded data were derived.
 LH0954
 LH0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK238398(NAD 83)
 LH0954_MARKER: DB = BENCH MARK DISK
 LH0954_SETTING: 66 = SET IN ROCK OUTCROP
 LH0954_SP_SET: ROCK OUTCROP
 LH0954_STAMPING: E 423 1986
 LH0954_MARK LOGO: NGS   
 LH0954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0954+STABILITY: POSITION/ELEVATION WELL
 LH0954
 LH0954  HISTORY     - Date     Condition        Report By
 LH0954  HISTORY     - 1986     MONUMENTED       NGS
 LH0954
 LH0954                          STATION DESCRIPTION
 LH0954
 LH0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0954'22.5 KM (14.0 MI) SOUTH FROM ARAPAHOE.
 LH0954'22.5 KM (14.05 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0954'HIGHWAYS 6 NAD 34 AT ARAPAHOE, IN TOP OF AND 1.2 METERS (4 FT) SOUTH
 LH0954'OF THE NORTH END OF A 6 BY 6 FOOT PORTION OF GRAY SANDSTONE, IN THE
 LH0954'NORTH END OF A LONG CUT, 0.35 KM (0.2 MI) NORTH OF MILEPOST 7, 13.1
 LH0954'METERS (43 FT) WEST OF THE HIGHWAY CENTERLINE, 121.8 METERS (399.5 FT)
 LH0954'SOUTH OF THE NORTH END OF THE CUT AND 11.7 METERS (38.5 FT) EAST OF
 LH0954'THE RIGHT OF WAY FENCE.
 LH0954'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0954'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0319 ***********************************************************************
 MM0319  DESIGNATION -  E 424
 MM0319  PID         -  MM0319
 MM0319  STATE/COUNTY-  NE/LINCOLN
 MM0319  USGS QUAD   -  SUTHERLAND RESERVOIR NW (1971)
 MM0319
 MM0319                         *CURRENT SURVEY CONTROL
 MM0319  ___________________________________________________________________
 MM0319* NAD 83(1986)-  41 08 21.     (N)    101 14 21.     (W)     SCALED    
 MM0319* NAVD 88     -       916.878  (meters)    3008.12   (feet)  ADJUSTED  
 MM0319  ___________________________________________________________________
 MM0319  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 MM0319  DYNAMIC HT  -         916.315 (meters)    3006.28  (feet)  COMP
 MM0319  MODELED GRAV-     979,979.2   (mgal)                       NAVD 88
 MM0319
 MM0319  VERT ORDER  -  FIRST     CLASS II
 MM0319
 MM0319.The horizontal coordinates were scaled from a topographic map and have
 MM0319.an estimated accuracy of +/- 6 seconds.
 MM0319
 MM0319.The orthometric height was determined by differential leveling
 MM0319.and adjusted by the National Geodetic Survey in June 1991..
 MM0319
 MM0319.The geoid height was determined by GEOID03.
 MM0319
 MM0319.The dynamic height is computed by dividing the NAVD 88
 MM0319.geopotential number by the normal gravity value computed on the
 MM0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0319.degrees latitude (g = 980.6199 gals.).
 MM0319
 MM0319.The modeled gravity was interpolated from observed gravity values.
 MM0319
 MM0319;                    North         East    Units  Estimated Accuracy
 MM0319;SPC NE       -   145,730.      396,000.      MT  (+/- 180 meters Scaled)
 MM0319
 MM0319                          SUPERSEDED SURVEY CONTROL
 MM0319
 MM0319  NGVD 29 (02/14/92)  916.471  (m)         3006.79   (f) ADJUSTED    1 2
 MM0319
 MM0319.Superseded values are not recommended for survey control.
 MM0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0319.See file dsdata.txt to determine how the superseded data were derived.
 MM0319
 MM0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL120566(NAD 83)
 MM0319_MARKER: I = METAL ROD
 MM0319_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0319_SP_SET: STAINLESS STEEL ROD
 MM0319_STAMPING: E 424 1986
 MM0319_MARK LOGO: NGS   
 MM0319_PROJECTION: FLUSH
 MM0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0319_ROD/PIPE-DEPTH: 15.5 meters
 MM0319
 MM0319  HISTORY     - Date     Condition        Report By
 MM0319  HISTORY     - 1986     MONUMENTED       NGS
 MM0319
 MM0319                          STATION DESCRIPTION
 MM0319
 MM0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0319'10.0 KM (6.2 MI) EAST FROM PAXTON.
 MM0319'10.00 KM (6.25 MI) EAST ALONG US HIGHWAY 30 FROM THE T JUNCTION OF
 MM0319'STATE HIGHWAY 51 C AT PAXTON, 35.5 METERS (116.5 FT) WEST OF THE UNION
 MM0319'PACIFIC RAILROAD SIGNAL 3094-1, 0.56 KM (0.35 MI) WEST OF MILEPOST
 MM0319'152, ALSO 9.55 KM (5.97 MI) WEST OF SUTHERLAND, 29.5 METERS (97 FT)
 MM0319'SOUTH OF THE HIGHWAY CENTERLINE, 12.2 METERS (40 FT) NORTH OF THE
 MM0319'NORTH RAIL AND 0.4 METER (1.5 FT) NORTH OF A TELEPHONE POLE WITH TWO
 MM0319'GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 MM0319'CAP.
 MM0319'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0319'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0964 ***********************************************************************
 LH0964  DESIGNATION -  E 425
 LH0964  PID         -  LH0964
 LH0964  STATE/COUNTY-  NE/FURNAS
 LH0964  USGS QUAD   -  ARAPAHOE (1958)
 LH0964
 LH0964                         *CURRENT SURVEY CONTROL
 LH0964  ___________________________________________________________________
 LH0964* NAD 83(1986)-  40 18 21.     (N)    099 54 17.     (W)     SCALED    
 LH0964* NAVD 88     -       666.066  (meters)    2185.25   (feet)  ADJUSTED  
 LH0964  ___________________________________________________________________
 LH0964  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 LH0964  DYNAMIC HT  -         665.642 (meters)    2183.86  (feet)  COMP
 LH0964  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 LH0964
 LH0964  VERT ORDER  -  FIRST     CLASS II
 LH0964
 LH0964.The horizontal coordinates were scaled from a topographic map and have
 LH0964.an estimated accuracy of +/- 6 seconds.
 LH0964
 LH0964.The orthometric height was determined by differential leveling
 LH0964.and adjusted by the National Geodetic Survey in June 1991..
 LH0964
 LH0964.The geoid height was determined by GEOID03.
 LH0964
 LH0964.The dynamic height is computed by dividing the NAVD 88
 LH0964.geopotential number by the normal gravity value computed on the
 LH0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0964.degrees latitude (g = 980.6199 gals.).
 LH0964
 LH0964.The modeled gravity was interpolated from observed gravity values.
 LH0964
 LH0964;                    North         East    Units  Estimated Accuracy
 LH0964;SPC NE       -    52,470.      508,100.      MT  (+/- 180 meters Scaled)
 LH0964
 LH0964                          SUPERSEDED SURVEY CONTROL
 LH0964
 LH0964  NGVD 29 (02/14/92)  665.769  (m)         2184.28   (f) ADJUSTED    1 2
 LH0964
 LH0964.Superseded values are not recommended for survey control.
 LH0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0964.See file dsdata.txt to determine how the superseded data were derived.
 LH0964
 LH0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK231620(NAD 83)
 LH0964_MARKER: I = METAL ROD
 LH0964_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH0964_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LH0964_STAMPING: E 425 1986
 LH0964_MARK LOGO: NGS   
 LH0964_PROJECTION: FLUSH
 LH0964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0964+STABILITY: POSITION/ELEVATION WELL
 LH0964_ROD/PIPE-DEPTH: 14.6 meters
 LH0964_SLEEVE-DEPTH  : 10.0 meters
 LH0964
 LH0964  HISTORY     - Date     Condition        Report By
 LH0964  HISTORY     - 1986     MONUMENTED       NGS
 LH0964
 LH0964                          STATION DESCRIPTION
 LH0964
 LH0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0964'IN ARAPAHOE.
 LH0964'IN ARAPAHOE, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF US
 LH0964'HIGHWAYS 6 AND 34 (CHESTNUT STREET) AND 11TH STREET, AT THE NORTHEAST
 LH0964'CORNER OF THE NEBRASKA DEPARTMENT OF ROADS MAINTENANCE YARD LAWN, IN
 LH0964'FRONT OF AND 1.2 METERS (4 FT) NORTH OF THE SOUTH POST OF THE
 LH0964'MAINTENANCE YARD SIGN, 32.0 METERS (105 FT) WEST OF THE CENTER OF 11TH
 LH0964'STREET, 23.4 METERS (77 FT) SOUTH OF THE CENTER OF THE HIGHWAY AND
 LH0964'10.9 METERS (36.5 FT) EAST OF THE NORTHEAST CORNER OF THE YARD OFFICE.
 LH0964'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1001 ***********************************************************************
 LH1001  DESIGNATION -  E 426
 LH1001  PID         -  LH1001
 LH1001  STATE/COUNTY-  NE/DAWSON
 LH1001  USGS QUAD   -  COZAD (1971)
 LH1001
 LH1001                         *CURRENT SURVEY CONTROL
 LH1001  ___________________________________________________________________
 LH1001* NAD 83(1986)-  40 50 56.     (N)    099 57 51.     (W)     SCALED    
 LH1001* NAVD 88     -       755.835  (meters)    2479.77   (feet)  ADJUSTED  
 LH1001  ___________________________________________________________________
 LH1001  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 LH1001  DYNAMIC HT  -         755.392 (meters)    2478.32  (feet)  COMP
 LH1001  MODELED GRAV-     980,013.1   (mgal)                       NAVD 88
 LH1001
 LH1001  VERT ORDER  -  FIRST     CLASS II
 LH1001
 LH1001.The horizontal coordinates were scaled from a topographic map and have
 LH1001.an estimated accuracy of +/- 6 seconds.
 LH1001
 LH1001.The orthometric height was determined by differential leveling
 LH1001.and adjusted by the National Geodetic Survey in June 1991..
 LH1001
 LH1001.The geoid height was determined by GEOID03.
 LH1001
 LH1001.The dynamic height is computed by dividing the NAVD 88
 LH1001.geopotential number by the normal gravity value computed on the
 LH1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1001.degrees latitude (g = 980.6199 gals.).
 LH1001
 LH1001.The modeled gravity was interpolated from observed gravity values.
 LH1001
 LH1001;                    North         East    Units  Estimated Accuracy
 LH1001;SPC NE       -   112,760.      503,020.      MT  (+/- 180 meters Scaled)
 LH1001
 LH1001                          SUPERSEDED SURVEY CONTROL
 LH1001
 LH1001  NGVD 29 (02/14/92)  755.537  (m)         2478.79   (f) ADJUSTED    1 2
 LH1001
 LH1001.Superseded values are not recommended for survey control.
 LH1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1001.See file dsdata.txt to determine how the superseded data were derived.
 LH1001
 LH1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML187224(NAD 83)
 LH1001_MARKER: I = METAL ROD
 LH1001_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1001_SP_SET: STAINLESS STEEL ROD
 LH1001_STAMPING: E 426 1986
 LH1001_MARK LOGO: NGS   
 LH1001_PROJECTION: FLUSH
 LH1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1001_ROD/PIPE-DEPTH: 11.0 meters
 LH1001
 LH1001  HISTORY     - Date     Condition        Report By
 LH1001  HISTORY     - 1986     MONUMENTED       NGS
 LH1001
 LH1001                          STATION DESCRIPTION
 LH1001
 LH1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1001'1.8 KM (1.1 MI) SE FROM COZAD.
 LH1001'1.82 KM (1.13 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC
 LH1001'RAILROAD STATION AT COZAD, NEAR MILEPOST 225, 27.2 METERS (89.2 FT)
 LH1001'SOUTHWEST OF THE HIGHWAY CENTERLINE, 20.4 METERS (67 FT) WEST OF THE
 LH1001'MILEPOST, 13.1 METERS (43 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 LH1001'NORTHEAST SET OF TRACKS OF THE UNION PACIFIC RAILROAD AND 0.9 METER (3
 LH1001'FT) SOUTHEAST OF A TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LH1001'THROUGH A 5-INCH LOGO CAP.
 LH1001'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LH1001'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2122 ***********************************************************************
 MK2122  DESIGNATION -  E 428
 MK2122  PID         -  MK2122
 MK2122  STATE/COUNTY-  NE/DOUGLAS
 MK2122  USGS QUAD   -  IRVINGTON (1984)
 MK2122
 MK2122                         *CURRENT SURVEY CONTROL
 MK2122  ___________________________________________________________________
 MK2122* NAD 83(1986)-  41 19 38.     (N)    096 03 44.     (W)     SCALED    
 MK2122* NAVD 88     -       342.757  (meters)    1124.53   (feet)  ADJUSTED  
 MK2122  ___________________________________________________________________
 MK2122  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 MK2122  DYNAMIC HT  -         342.604 (meters)    1124.03  (feet)  COMP
 MK2122  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 MK2122
 MK2122  VERT ORDER  -  FIRST     CLASS II
 MK2122
 MK2122.The horizontal coordinates were scaled from a topographic map and have
 MK2122.an estimated accuracy of +/- 6 seconds.
 MK2122
 MK2122.The orthometric height was determined by differential leveling
 MK2122.and adjusted by the National Geodetic Survey in June 1991..
 MK2122
 MK2122.The geoid height was determined by GEOID03.
 MK2122
 MK2122.The dynamic height is computed by dividing the NAVD 88
 MK2122.geopotential number by the normal gravity value computed on the
 MK2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2122.degrees latitude (g = 980.6199 gals.).
 MK2122
 MK2122.The modeled gravity was interpolated from observed gravity values.
 MK2122
 MK2122;                    North         East    Units  Estimated Accuracy
 MK2122;SPC NE       -   173,360.      829,440.      MT  (+/- 180 meters Scaled)
 MK2122
 MK2122                          SUPERSEDED SURVEY CONTROL
 MK2122
 MK2122.No superseded survey control is available for this station.
 MK2122
 MK2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL458792(NAD 83)
 MK2122_MARKER: DV = VERTICAL CONTROL DISK
 MK2122_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2122_SP_SET: ABUTMENT
 MK2122_STAMPING: E 428 1989
 MK2122_MARK LOGO: NGS   
 MK2122_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2122+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2122
 MK2122  HISTORY     - Date     Condition        Report By
 MK2122  HISTORY     - 1989     MONUMENTED       NGS
 MK2122
 MK2122                          STATION DESCRIPTION
 MK2122
 MK2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2122'IN OMAHA, AT THE INTERSECTION OF IRVINGTON ROAD AND INTERSTATE
 MK2122'HIGHWAY 680, SET VERTICALLY IN THE SOUTHEAST FACE OF THE NORTHEAST
 MK2122'ABUTMENT OF THE EASTBOUND HIGHWAY OVERPASS OF THE ROAD, 7.3 M (24.0
 MK2122'FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 MK2122'HIGHWAY, AND 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2136 ***********************************************************************
 MK2136  DESIGNATION -  E 429
 MK2136  PID         -  MK2136
 MK2136  STATE/COUNTY-  NE/SARPY
 MK2136  USGS QUAD   -  RALSTON (1984)
 MK2136
 MK2136                         *CURRENT SURVEY CONTROL
 MK2136  ___________________________________________________________________
 MK2136* NAD 83(1986)-  41 11 24.     (N)    096 06 06.     (W)     SCALED    
 MK2136* NAVD 88     -       318.007  (meters)    1043.33   (feet)  ADJUSTED  
 MK2136  ___________________________________________________________________
 MK2136  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 MK2136  DYNAMIC HT  -         317.874 (meters)    1042.89  (feet)  COMP
 MK2136  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 MK2136
 MK2136  VERT ORDER  -  FIRST     CLASS II
 MK2136
 MK2136.The horizontal coordinates were scaled from a topographic map and have
 MK2136.an estimated accuracy of +/- 6 seconds.
 MK2136
 MK2136.The orthometric height was determined by differential leveling
 MK2136.and adjusted by the National Geodetic Survey in June 1991..
 MK2136
 MK2136.The geoid height was determined by GEOID03.
 MK2136
 MK2136.The dynamic height is computed by dividing the NAVD 88
 MK2136.geopotential number by the normal gravity value computed on the
 MK2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2136.degrees latitude (g = 980.6199 gals.).
 MK2136
 MK2136.The modeled gravity was interpolated from observed gravity values.
 MK2136
 MK2136;                    North         East    Units  Estimated Accuracy
 MK2136;SPC NE       -   157,990.      826,830.      MT  (+/- 180 meters Scaled)
 MK2136
 MK2136                          SUPERSEDED SURVEY CONTROL
 MK2136
 MK2136.No superseded survey control is available for this station.
 MK2136
 MK2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL430639(NAD 83)
 MK2136_MARKER: DV = VERTICAL CONTROL DISK
 MK2136_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2136_SP_SET: PIER
 MK2136_STAMPING: E 429 1989
 MK2136_MARK LOGO: NGS   
 MK2136_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2136+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2136
 MK2136  HISTORY     - Date     Condition        Report By
 MK2136  HISTORY     - 1989     MONUMENTED       NGS
 MK2136
 MK2136                          STATION DESCRIPTION
 MK2136
 MK2136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2136'2.2 KM (1.35 MI) SOUTHEASTERLY ALONG HARRY ANDERSON AVENUE FROM ITS
 MK2136'JUNCTION WITH Q STREET IN MILLARD, SET VERTICALLY IN THE SOUTHEAST
 MK2136'FACE OF THE 2ND PIER SOUTHWEST OF THE NORTHEAST ABUTMENT OF
 MK2136'INTERSTATE HIGHWAY 80 OVERPASS OVER THE AVENUE, 0.1 KM (0.05 MI)
 MK2136'SOUTHEAST OF THE INTERSECTION OF HARRISON STREET, 14.6 M (47.9 FT)
 MK2136'SOUTHWEST OF THE CENTERLINE OF THE AVENUE, 9.3 M (30.5 FT) NORTHEAST
 MK2136'OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, AND 1.4 M (4.6 FT)
 MK2136'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0519 ***********************************************************************
 NO0519  DESIGNATION -  E 431
 NO0519  PID         -  NO0519
 NO0519  STATE/COUNTY-  NE/CHERRY
 NO0519  USGS QUAD   -  VALENTINE SOUTH (1983)
 NO0519
 NO0519                         *CURRENT SURVEY CONTROL
 NO0519  ___________________________________________________________________
 NO0519* NAD 83(1986)-  42 47 49.     (N)    100 31 09.     (W)     SCALED    
 NO0519* NAVD 88     -       817.387  (meters)    2681.71   (feet)  ADJUSTED  
 NO0519  ___________________________________________________________________
 NO0519  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 NO0519  DYNAMIC HT  -         817.054 (meters)    2680.62  (feet)  COMP
 NO0519  MODELED GRAV-     980,185.5   (mgal)                       NAVD 88
 NO0519
 NO0519  VERT ORDER  -  FIRST     CLASS II
 NO0519
 NO0519.The horizontal coordinates were scaled from a topographic map and have
 NO0519.an estimated accuracy of +/- 6 seconds.
 NO0519
 NO0519.The orthometric height was determined by differential leveling
 NO0519.and adjusted by the National Geodetic Survey in June 1994..
 NO0519
 NO0519.The geoid height was determined by GEOID03.
 NO0519
 NO0519.The dynamic height is computed by dividing the NAVD 88
 NO0519.geopotential number by the normal gravity value computed on the
 NO0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0519.degrees latitude (g = 980.6199 gals.).
 NO0519
 NO0519.The modeled gravity was interpolated from observed gravity values.
 NO0519
 NO0519;                    North         East    Units  Estimated Accuracy
 NO0519;SPC NE       -   329,190.      457,530.      MT  (+/- 180 meters Scaled)
 NO0519
 NO0519                          SUPERSEDED SURVEY CONTROL
 NO0519
 NO0519  NGVD 29 (02/14/92)  817.106  (m)         2680.79   (f) ADJUSTED    1 2
 NO0519
 NO0519.Superseded values are not recommended for survey control.
 NO0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0519.See file dsdata.txt to determine how the superseded data were derived.
 NO0519
 NO0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN757393(NAD 83)
 NO0519_MARKER: I = METAL ROD
 NO0519_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0519_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0519_STAMPING: E 431 1991
 NO0519_MARK LOGO: NGS   
 NO0519_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0519_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0519+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0519_ROD/PIPE-DEPTH: 9.2  meters
 NO0519_SLEEVE-DEPTH  : 0.9 meters
 NO0519
 NO0519  HISTORY     - Date     Condition        Report By
 NO0519  HISTORY     - 1991     MONUMENTED       NGS
 NO0519
 NO0519                          STATION DESCRIPTION
 NO0519
 NO0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0519'10.4 KM (6.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0519'OF U.S. HIGHWAY 20 IN VALENTINE, 37.9 M (124.3 FT) SOUTHEAST OF THE
 NO0519'HIGHWAY CENTERLINE, 29.4 M (96.5 FT) NORTHEAST OF A FENCE CORNER, 5.2
 NO0519'M (17.1 FT) SOUTHEAST OF THE CENTER OF A TRACK ROAD, 0.4 M (1.3 FT)
 NO0519'NORTHEAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE
 NO0519'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NO0519'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 NO0519'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0550 ***********************************************************************
 NO0550  DESIGNATION -  E 432
 NO0550  PID         -  NO0550
 NO0550  STATE/COUNTY-  NE/CHERRY
 NO0550  USGS QUAD   -  SQUARE LAKE (1987)
 NO0550
 NO0550                         *CURRENT SURVEY CONTROL
 NO0550  ___________________________________________________________________
 NO0550* NAD 83(1986)-  42 26 25.     (N)    100 58 32.     (W)     SCALED    
 NO0550* NAVD 88     -       947.932  (meters)    3110.01   (feet)  ADJUSTED  
 NO0550  ___________________________________________________________________
 NO0550  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 NO0550  DYNAMIC HT  -         947.490 (meters)    3108.56  (feet)  COMP
 NO0550  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 NO0550
 NO0550  VERT ORDER  -  FIRST     CLASS II
 NO0550
 NO0550.The horizontal coordinates were scaled from a topographic map and have
 NO0550.an estimated accuracy of +/- 6 seconds.
 NO0550
 NO0550.The orthometric height was determined by differential leveling
 NO0550.and adjusted by the National Geodetic Survey in June 1994..
 NO0550
 NO0550.The geoid height was determined by GEOID03.
 NO0550
 NO0550.The dynamic height is computed by dividing the NAVD 88
 NO0550.geopotential number by the normal gravity value computed on the
 NO0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0550.degrees latitude (g = 980.6199 gals.).
 NO0550
 NO0550.The modeled gravity was interpolated from observed gravity values.
 NO0550
 NO0550;                    North         East    Units  Estimated Accuracy
 NO0550;SPC NE       -   289,900.      419,750.      MT  (+/- 180 meters Scaled)
 NO0550
 NO0550                          SUPERSEDED SURVEY CONTROL
 NO0550
 NO0550  NGVD 29 (02/14/92)  947.639  (m)         3109.05   (f) ADJUSTED    1 2
 NO0550
 NO0550.Superseded values are not recommended for survey control.
 NO0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0550.See file dsdata.txt to determine how the superseded data were derived.
 NO0550
 NO0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN375005(NAD 83)
 NO0550_MARKER: I = METAL ROD
 NO0550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0550_SP_SET: STAINLESS STEEL ROD
 NO0550_STAMPING: E 432 1991
 NO0550_MARK LOGO: NGS   
 NO0550_PROJECTION: FLUSH
 NO0550_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0550+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0550_ROD/PIPE-DEPTH: 12.0 meters
 NO0550
 NO0550  HISTORY     - Date     Condition        Report By
 NO0550  HISTORY     - 1991     MONUMENTED       NGS
 NO0550
 NO0550                          STATION DESCRIPTION
 NO0550
 NO0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0550'49.4 KM (30.70 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0550'OF STATE HIGHWAY 2 IN MULLEN, 24.0 M (78.7 FT) SOUTHEAST OF THE
 NO0550'HIGHWAY CENTERLINE, 7.6 M (24.9 FT) SOUTHWEST OF THE CENTER OF A
 NO0550'FIELD ENTRANCE, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE,
 NO0550'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 NO0550'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0570 ***********************************************************************
 NO0570  DESIGNATION -  E 433
 NO0570  PID         -  NO0570
 NO0570  STATE/COUNTY-  NE/HOOKER
 NO0570  USGS QUAD   -  MULLEN (1988)
 NO0570
 NO0570                         *CURRENT SURVEY CONTROL
 NO0570  ___________________________________________________________________
 NO0570* NAD 83(1986)-  42 04 00.     (N)    101 02 22.     (W)     SCALED    
 NO0570* NAVD 88     -       941.057  (meters)    3087.45   (feet)  ADJUSTED  
 NO0570  ___________________________________________________________________
 NO0570  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NO0570  DYNAMIC HT  -         940.560 (meters)    3085.82  (feet)  COMP
 NO0570  MODELED GRAV-     980,061.9   (mgal)                       NAVD 88
 NO0570
 NO0570  VERT ORDER  -  FIRST     CLASS II
 NO0570
 NO0570.The horizontal coordinates were scaled from a topographic map and have
 NO0570.an estimated accuracy of +/- 6 seconds.
 NO0570
 NO0570.The orthometric height was determined by differential leveling
 NO0570.and adjusted by the National Geodetic Survey in June 1994..
 NO0570
 NO0570.The geoid height was determined by GEOID03.
 NO0570
 NO0570.The dynamic height is computed by dividing the NAVD 88
 NO0570.geopotential number by the normal gravity value computed on the
 NO0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0570.degrees latitude (g = 980.6199 gals.).
 NO0570
 NO0570.The modeled gravity was interpolated from observed gravity values.
 NO0570
 NO0570;                    North         East    Units  Estimated Accuracy
 NO0570;SPC NE       -   248,480.      414,000.      MT  (+/- 180 meters Scaled)
 NO0570
 NO0570                          SUPERSEDED SURVEY CONTROL
 NO0570
 NO0570  NGVD 29 (02/14/92)  940.740  (m)         3086.41   (f) ADJUSTED    1 2
 NO0570
 NO0570.Superseded values are not recommended for survey control.
 NO0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0570.See file dsdata.txt to determine how the superseded data were derived.
 NO0570
 NO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM312591(NAD 83)
 NO0570_MARKER: I = METAL ROD
 NO0570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0570_SP_SET: STAINLESS STEEL ROD
 NO0570_STAMPING: E 433 1991
 NO0570_MARK LOGO: NGS   
 NO0570_PROJECTION: FLUSH
 NO0570_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0570+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0570_ROD/PIPE-DEPTH: 16.8 meters
 NO0570
 NO0570  HISTORY     - Date     Condition        Report By
 NO0570  HISTORY     - 1991     MONUMENTED       NGS
 NO0570
 NO0570                          STATION DESCRIPTION
 NO0570
 NO0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0570'2.9 KM (1.80 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0570'OF STATE HIGHWAY 2 IN MULLEN, 0.2 KM (0.10 MI) SOUTH OF THE MIDDLE
 NO0570'LOOP RIVER, 29.9 M (98.1 FT) NORTH OF THE CENTER OF A DRAINAGE DITCH,
 NO0570'28.3 M (92.8 FT) SOUTH OF THE CENTER OF A PAVED FIELD ENTRANCE ROAD,
 NO0570'23.6 M (77.4 FT) EAST OF THE HIGHWAY CENTERLINE, 7.3 M (24.0 FT)
 NO0570'SOUTH OF A FENCE CORNER, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 NO0570'HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 NO0570'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0533 ***********************************************************************
 MM0533  DESIGNATION -  E 434
 MM0533  PID         -  MM0533
 MM0533  STATE/COUNTY-  NE/MCPHERSON
 MM0533  USGS QUAD   -  TRYON (1985)
 MM0533
 MM0533                         *CURRENT SURVEY CONTROL
 MM0533  ___________________________________________________________________
 MM0533* NAD 83(1986)-  41 33 45.     (N)    100 57 49.     (W)     SCALED    
 MM0533* NAVD 88     -      1018.695  (meters)    3342.17   (feet)  ADJUSTED  
 MM0533  ___________________________________________________________________
 MM0533  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 MM0533  DYNAMIC HT  -        1018.091 (meters)    3340.19  (feet)  COMP
 MM0533  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 MM0533
 MM0533  VERT ORDER  -  FIRST     CLASS II
 MM0533
 MM0533.The horizontal coordinates were scaled from a topographic map and have
 MM0533.an estimated accuracy of +/- 6 seconds.
 MM0533
 MM0533.The orthometric height was determined by differential leveling
 MM0533.and adjusted by the National Geodetic Survey in June 1994..
 MM0533
 MM0533.The geoid height was determined by GEOID03.
 MM0533
 MM0533.The dynamic height is computed by dividing the NAVD 88
 MM0533.geopotential number by the normal gravity value computed on the
 MM0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0533.degrees latitude (g = 980.6199 gals.).
 MM0533
 MM0533.The modeled gravity was interpolated from observed gravity values.
 MM0533
 MM0533;                    North         East    Units  Estimated Accuracy
 MM0533;SPC NE       -   192,430.      419,650.      MT  (+/- 180 meters Scaled)
 MM0533
 MM0533                          SUPERSEDED SURVEY CONTROL
 MM0533
 MM0533  NGVD 29 (02/14/92) 1018.326  (m)         3340.96   (f) ADJUSTED    1 2
 MM0533
 MM0533.Superseded values are not recommended for survey control.
 MM0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0533.See file dsdata.txt to determine how the superseded data were derived.
 MM0533
 MM0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM362030(NAD 83)
 MM0533_MARKER: I = METAL ROD
 MM0533_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0533_SP_SET: STAINLESS STEEL ROD
 MM0533_STAMPING: E 434 1991
 MM0533_MARK LOGO: NGS   
 MM0533_PROJECTION: FLUSH
 MM0533_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0533+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0533_ROD/PIPE-DEPTH: 26.7 meters
 MM0533
 MM0533  HISTORY     - Date     Condition        Report By
 MM0533  HISTORY     - 1991     MONUMENTED       NGS
 MM0533
 MM0533                          STATION DESCRIPTION
 MM0533
 MM0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0533'1.3 KM (0.80 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0533'IN TRYON, 31.9 M (104.7 FT) WEST OF THE HIGHWAY CENTERLINE, 7.2 M
 MM0533'(23.6 FT) NORTH OF A T-FENCE CORNER AND T-JUNCTION UTILITY POLE
 MM0533'NUMBER 098 02 04 WITH A GUY CABLE, 1.5 M (4.9 FT) ABOVE THE LEVEL OF
 MM0533'THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 MM0533'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1440 ***********************************************************************
 LH1440  DESIGNATION -  E 435
 LH1440  PID         -  LH1440
 LH1440  STATE/COUNTY-  NE/BUFFALO
 LH1440  USGS QUAD   -  ELM CREEK EAST (1983)
 LH1440
 LH1440                         *CURRENT SURVEY CONTROL
 LH1440  ___________________________________________________________________
 LH1440* NAD 83(1986)-  40 42 29.     (N)    099 18 13.     (W)     SCALED    
 LH1440* NAVD 88     -       681.731  (meters)    2236.65   (feet)  ADJUSTED  
 LH1440  ___________________________________________________________________
 LH1440  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 LH1440  DYNAMIC HT  -         681.335 (meters)    2235.35  (feet)  COMP
 LH1440  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 LH1440
 LH1440  VERT ORDER  -  FIRST     CLASS II
 LH1440
 LH1440.The horizontal coordinates were scaled from a topographic map and have
 LH1440.an estimated accuracy of +/- 6 seconds.
 LH1440
 LH1440.The orthometric height was determined by differential leveling
 LH1440.and adjusted by the National Geodetic Survey in May 1993..
 LH1440
 LH1440.The geoid height was determined by GEOID03.
 LH1440
 LH1440.The dynamic height is computed by dividing the NAVD 88
 LH1440.geopotential number by the normal gravity value computed on the
 LH1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1440.degrees latitude (g = 980.6199 gals.).
 LH1440
 LH1440.The modeled gravity was interpolated from observed gravity values.
 LH1440
 LH1440;                    North         East    Units  Estimated Accuracy
 LH1440;SPC NE       -    97,360.      558,830.      MT  (+/- 180 meters Scaled)
 LH1440
 LH1440                          SUPERSEDED SURVEY CONTROL
 LH1440
 LH1440  NGVD 29 (02/14/92)  681.471  (m)         2235.79   (f) ADJUSTED    1 2
 LH1440
 LH1440.Superseded values are not recommended for survey control.
 LH1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1440.See file dsdata.txt to determine how the superseded data were derived.
 LH1440
 LH1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML743063(NAD 83)
 LH1440_MARKER: I = METAL ROD
 LH1440_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1440_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LH1440_STAMPING: E 435 1991
 LH1440_MARK LOGO: NGS   
 LH1440_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1440_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1440+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1997
 LH1440_ROD/PIPE-DEPTH: 12.9 meters
 LH1440_SLEEVE-DEPTH  : 0.9 meters
 LH1440
 LH1440  HISTORY     - Date     Condition        Report By
 LH1440  HISTORY     - 1991     MONUMENTED       NGS
 LH1440  HISTORY     - 19971015 GOOD             NGS
 LH1440
 LH1440                          STATION DESCRIPTION
 LH1440
 LH1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1440'6.9 KM (4.30 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1440'U.S. HIGHWAY 183 IN ELM CREEK, 31.4 M (103.0 FT) WEST OF THE CENTER
 LH1440'OF A PAVED ROAD, 28.9 M (94.8 FT) SOUTH OF AND LEVEL WITH THE
 LH1440'CENTERLINE OF THE HIGHWAY, 13.1 M (43.0 FT) NORTH OF THE NEAR RAIL OF
 LH1440'THE UNION PACIFIC RAILROAD.  3.0 M (9.8 FT) NORTHWEST OF A UTILITY
 LH1440'POLE WITH 2 GUY CABLES, AND 0.5 M (1.6 FT) NORTHEAST OF A WITNESS
 LH1440'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LH1440'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 LH1440
 LH1440                          STATION RECOVERY (1997)
 LH1440
 LH1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 LH1440'RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY RAILROAD
 LH1440'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9621 ***********************************************************************
 AG9621  DESIGNATION -  E 435 RESET
 AG9621  PID         -  AG9621
 AG9621  STATE/COUNTY-  NE/BUFFALO
 AG9621  USGS QUAD   -  ELM CREEK EAST (1983)
 AG9621
 AG9621                         *CURRENT SURVEY CONTROL
 AG9621  ___________________________________________________________________
 AG9621* NAD 83(1986)-  40 42 28.     (N)    099 17 56.     (W)     SCALED    
 AG9621* NAVD 88     -       681.19   (meters)    2234.9    (feet)  RESET     
 AG9621  ___________________________________________________________________
 AG9621  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AG9621
 AG9621  VERT ORDER  -  THIRD
 AG9621
 AG9621.The horizontal coordinates were scaled from a topographic map and have
 AG9621.an estimated accuracy of +/- 6 seconds.
 AG9621
 AG9621.The orthometric height was computed from unverified reset data.
 AG9621
 AG9621.The geoid height was determined by GEOID03.
 AG9621
 AG9621;                    North         East    Units  Estimated Accuracy
 AG9621;SPC NE       -    97,330.      559,230.      MT  (+/- 180 meters Scaled)
 AG9621
 AG9621                          SUPERSEDED SURVEY CONTROL
 AG9621
 AG9621.No superseded survey control is available for this station.
 AG9621
 AG9621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML747063(NAD 83)
 AG9621_MARKER: DV = VERTICAL CONTROL DISK
 AG9621_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG9621_SP_SET: BRIDGE WINGWALL
 AG9621_STAMPING: E 435 RESET 1997
 AG9621_MARK LOGO: NGS   
 AG9621_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9621+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9621
 AG9621  HISTORY     - Date     Condition        Report By
 AG9621  HISTORY     - 1997     MONUMENTED       NGS
 AG9621
 AG9621                          STATION DESCRIPTION
 AG9621
 AG9621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 AG9621'TO REACH THE MARK FROM THE JUNCTION OF U.S.  HIGHWAYS 30 AND 281, AT
 AG9621'THE WEST EDGE OF ELM CREEK, GO EAST-SOUTHEAST ON HIGHWAY 30 FOR 4.55
 AG9621'MI (7.32 KM) TO A BRIDGE NUMBERED 26161 OVER THE KEARNEY CANAL AND THE
 AG9621'MARK ON THE RIGHT, IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT.
 AG9621'IT IS IN THE NE1/4, SEC31, T9N, R17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1466 ***********************************************************************
 LH1466  DESIGNATION -  E 436
 LH1466  PID         -  LH1466
 LH1466  STATE/COUNTY-  NE/HALL
 LH1466  USGS QUAD   -  HASTINGS NW (1974)
 LH1466
 LH1466                         *CURRENT SURVEY CONTROL
 LH1466  ___________________________________________________________________
 LH1466* NAD 83(1986)-  40 44 31.     (N)    098 22 40.     (W)     SCALED    
 LH1466* NAVD 88     -       592.717  (meters)    1944.61   (feet)  ADJUSTED  
 LH1466  ___________________________________________________________________
 LH1466  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 LH1466  DYNAMIC HT  -         592.396 (meters)    1943.55  (feet)  COMP
 LH1466  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 LH1466
 LH1466  VERT ORDER  -  FIRST     CLASS II
 LH1466
 LH1466.The horizontal coordinates were scaled from a topographic map and have
 LH1466.an estimated accuracy of +/- 6 seconds.
 LH1466
 LH1466.The orthometric height was determined by differential leveling
 LH1466.and adjusted by the National Geodetic Survey in May 1993..
 LH1466
 LH1466.The geoid height was determined by GEOID03.
 LH1466
 LH1466.The dynamic height is computed by dividing the NAVD 88
 LH1466.geopotential number by the normal gravity value computed on the
 LH1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1466.degrees latitude (g = 980.6199 gals.).
 LH1466
 LH1466.The modeled gravity was interpolated from observed gravity values.
 LH1466
 LH1466;                    North         East    Units  Estimated Accuracy
 LH1466;SPC NE       -   102,170.      636,970.      MT  (+/- 180 meters Scaled)
 LH1466
 LH1466                          SUPERSEDED SURVEY CONTROL
 LH1466
 LH1466  NGVD 29 (02/14/92)  592.476  (m)         1943.82   (f) ADJUSTED    1 2
 LH1466
 LH1466.Superseded values are not recommended for survey control.
 LH1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1466.See file dsdata.txt to determine how the superseded data were derived.
 LH1466
 LH1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL525102(NAD 83)
 LH1466_MARKER: I = METAL ROD
 LH1466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1466_SP_SET: STAINLESS STEEL ROD
 LH1466_STAMPING: E 436 1991
 LH1466_MARK LOGO: NGS   
 LH1466_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1466+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1466
 LH1466  HISTORY     - Date     Condition        Report By
 LH1466  HISTORY     - 1991     MONUMENTED       NGS
 LH1466
 LH1466                          STATION DESCRIPTION
 LH1466
 LH1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1466'15.6 KM (9.70 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1466'OF THE UNION PACIFIC RAILROAD IN HASTINGS, 23.3 M (76.4 FT) EAST OF
 LH1466'THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 18.9 M (62.0 FT)
 LH1466'NORTH OF THE CENTER OF A GRAVELED ROAD, 9.3 M (30.5 FT) WEST OF THE
 LH1466'CENTER OF A ROAD LEADING TO PIONEER SEEDS INCORPORATED, 2.0 M (6.6
 LH1466'FT) NORTH OF A STEEL POST, 1.0 M (3.3 FT) SOUTH OF A UTILITY POLE,
 LH1466'AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 LH1466'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP, A STAINLESS STEEL ROD
 LH1466'DEPTH UNKNOWN AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1262 ***********************************************************************
 LG1262  DESIGNATION -  E 437
 LG1262  PID         -  LG1262
 LG1262  STATE/COUNTY-  NE/CLAY
 LG1262  USGS QUAD   -  SUTTON (1969)
 LG1262
 LG1262                         *CURRENT SURVEY CONTROL
 LG1262  ___________________________________________________________________
 LG1262* NAD 83(1986)-  40 35 48.     (N)    097 51 33.     (W)     SCALED    
 LG1262* NAVD 88     -       526.299  (meters)    1726.70   (feet)  ADJUSTED  
 LG1262  ___________________________________________________________________
 LG1262  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 LG1262  DYNAMIC HT  -         526.009 (meters)    1725.75  (feet)  COMP
 LG1262  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 LG1262
 LG1262  VERT ORDER  -  FIRST     CLASS II
 LG1262
 LG1262.The horizontal coordinates were scaled from a topographic map and have
 LG1262.an estimated accuracy of +/- 6 seconds.
 LG1262
 LG1262.The orthometric height was determined by differential leveling
 LG1262.and adjusted by the National Geodetic Survey in May 1993..
 LG1262
 LG1262.The geoid height was determined by GEOID03.
 LG1262
 LG1262.The dynamic height is computed by dividing the NAVD 88
 LG1262.geopotential number by the normal gravity value computed on the
 LG1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1262.degrees latitude (g = 980.6199 gals.).
 LG1262
 LG1262.The modeled gravity was interpolated from observed gravity values.
 LG1262
 LG1262;                    North         East    Units  Estimated Accuracy
 LG1262;SPC NE       -    87,000.      681,160.      MT  (+/- 180 meters Scaled)
 LG1262
 LG1262                          SUPERSEDED SURVEY CONTROL
 LG1262
 LG1262.No superseded survey control is available for this station.
 LG1262
 LG1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK965946(NAD 83)
 LG1262_MARKER: I = METAL ROD
 LG1262_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1262_SP_SET: STAINLESS STEEL ROD
 LG1262_STAMPING: E 437 1991
 LG1262_MARK LOGO: NGS   
 LG1262_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1262_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1262+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1262_ROD/PIPE-DEPTH: 7.2  meters
 LG1262
 LG1262  HISTORY     - Date     Condition        Report By
 LG1262  HISTORY     - 1991     MONUMENTED       NGS
 LG1262
 LG1262                          STATION DESCRIPTION
 LG1262
 LG1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1262'IN SUTTON, AT THE INTERSECTION OF SAUNDERS AVENUE AND U.S. HIGHWAY
 LG1262'6, 11.7 M (38.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.0 M
 LG1262'(32.8 FT) EAST OF THE CENTER OF THE AVENUE, 1.0 M (3.3 FT) NORTHWEST
 LG1262'OF A SIGN POST, 0.5 M (1.6 FT) NORTHEAST OF A UTILITY POLE, AND 0.3 M
 LG1262'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 LG1262'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1296 ***********************************************************************
 LG1296  DESIGNATION -  E 438
 LG1296  PID         -  LG1296
 LG1296  STATE/COUNTY-  NE/SALINE
 LG1296  USGS QUAD   -  CRETE NORTH (1972)
 LG1296
 LG1296                         *CURRENT SURVEY CONTROL
 LG1296  ___________________________________________________________________
 LG1296* NAD 83(1995)-  40 38 23.55480(N)    096 54 49.00632(W)     ADJUSTED  
 LG1296* NAVD 88     -       453.206  (meters)    1486.89   (feet)  ADJUSTED  
 LG1296  ___________________________________________________________________
 LG1296  X           -    -583,453.346 (meters)                     COMP
 LG1296  Y           -  -4,811,812.839 (meters)                     COMP
 LG1296  Z           -   4,132,436.668 (meters)                     COMP
 LG1296  LAPLACE CORR-           6.97  (seconds)                    DEFLEC99
 LG1296  ELLIP HEIGHT-         426.81  (meters)          (12/18/01) GPS OBS
 LG1296  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 LG1296  DYNAMIC HT  -         452.982 (meters)    1486.16  (feet)  COMP
 LG1296  MODELED GRAV-     980,114.4   (mgal)                       NAVD 88
 LG1296
 LG1296  HORZ ORDER  -  THIRD
 LG1296  VERT ORDER  -  FIRST     CLASS II
 LG1296  ELLP ORDER  -  FOURTH    CLASS II
 LG1296
 LG1296.The horizontal coordinates were established by GPS observations
 LG1296.and adjusted by the National Geodetic Survey in August 1998..
 LG1296
 LG1296.The orthometric height was determined by differential leveling
 LG1296.and adjusted by the National Geodetic Survey in May 1993..
 LG1296
 LG1296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1296
 LG1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1296
 LG1296.The ellipsoidal height was determined by GPS observations
 LG1296.and is referenced to NAD 83.
 LG1296
 LG1296.The geoid height was determined by GEOID03.
 LG1296
 LG1296.The dynamic height is computed by dividing the NAVD 88
 LG1296.geopotential number by the normal gravity value computed on the
 LG1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1296.degrees latitude (g = 980.6199 gals.).
 LG1296
 LG1296.The modeled gravity was interpolated from observed gravity values.
 LG1296
 LG1296;                    North         East     Units Scale Factor Converg.
 LG1296;SPC NE       -    94,208.254   760,966.961   MT  0.99977185   +2 02 43.2
 LG1296;UTM  14      - 4,500,873.796   676,425.907   MT  0.99998314   +1 21 33.2
 LG1296
 LG1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1296!SPC NE       -   0.99993305  x   0.99977185  =   0.99970492
 LG1296!UTM  14      -   0.99993305  x   0.99998314  =   0.99991619
 LG1296
 LG1296                          SUPERSEDED SURVEY CONTROL
 LG1296
 LG1296  ELLIP H (08/21/98)  426.93   (m)                       GP(       ) 4 2
 LG1296  NAVD 88 (08/21/98)  453.21   (m)         1486.9    (f) LEVELING    3  
 LG1296
 LG1296.Superseded values are not recommended for survey control.
 LG1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1296.See file dsdata.txt to determine how the superseded data were derived.
 LG1296
 LG1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7642600874(NAD 83)
 LG1296_MARKER: I = METAL ROD
 LG1296_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1296_SP_SET: STAINLESS STEEL ROD
 LG1296_STAMPING: E 438 1991
 LG1296_MARK LOGO: NGS   
 LG1296_PROJECTION: FLUSH
 LG1296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LG1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1296+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 LG1296_ROD/PIPE-DEPTH: 7.2  meters
 LG1296
 LG1296  HISTORY     - Date     Condition        Report By
 LG1296  HISTORY     - 1991     MONUMENTED       NGS
 LG1296  HISTORY     - 19970708 GOOD             NGS
 LG1296
 LG1296                          STATION DESCRIPTION
 LG1296
 LG1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1296'3.8 KM (2.35 MI) EASTERLY ALONG EAST 13TH STREET FROM THE CITY HALL
 LG1296'IN CRETE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG COUNTY ROAD 2500
 LG1296'(SOUTHWEST 142ND STREET), 13.5 M (44.3 FT) EAST OF THE CENTER OF THE
 LG1296'STREET, 9.7 M (31.8 FT) NORTH OF THE CENTER OF WEST MARTELL ROAD, 1.3
 LG1296'M (4.3 FT) NORTHEAST OF A SIGN, 0.7 M (2.3 FT) EAST OF A UTILITY
 LG1296'POLE, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW
 LG1296'THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 LG1296'A 5-INCH LOGO CAP.
 LG1296
 LG1296                          STATION RECOVERY (1997)
 LG1296
 LG1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 LG1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 08JUL1996 (WCW) .  RECOVERED
 LG1296'IN GOOD CONDITION WITH UPDATED DESCRIPTION AS FOLLOWS.  THE STATION IS
 LG1296'LOCATED ABOUT 28 KM (17.40 MI) SOUTHWEST FROM LINCOLN, 4 KM (2.50 MI)
 LG1296'EAST FROM CRETE AT THE JUNCTION OF 2500 STREET AND E STREET.
 LG1296'OWNERSHIP--CITY OF CRETE. TO REACH THE STATION FROM THE EASTERLY
 LG1296'JUNCTION OF STATE HIGHWAYS 33 AND 103 NORTH WHICH IS 19.8 KM (12.30
 LG1296'MI) SOUTH FROM INTERSTATE 80 (EXIT 388) AND ABOUT 3.2 KM (2.00 MI)
 LG1296'NORTHEAST FROM CRETE, GO EAST ON STATE HIGHWAY 33 FOR 1.8 KM (1.10 MI)
 LG1296'TO AN INTERSECTION NEAR THE LANCASTER COUNTY LINE.  TURN RIGHT AND GO
 LG1296'SOUTH ON 2500 STREET (SOUTHWEST 142ND STREET) FOR 1.6 KM (1.00 MI) TO
 LG1296'A ROAD CLOSED BARRICADE ON RIGHT, A GRAVEL ROAD ON LEFT AND THE
 LG1296'STATION ON THE LEFT. THE MARK IS A PUNCH MARK AT THE TOP CENTER OF AN
 LG1296'UNSLEEVED STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A RECORD DEPTH OF
 LG1296'7.2 M (23.6 FT) ENCASED IN A 12.5 CM (5 IN) DIA PVC PIPE WITH NGS LOGO
 LG1296'CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE FLUSH WITH
 LG1296'THE GROUND. THE MARK IS RECESSED 6 CM BELOW THE TOP OF THE LOGO CAP.
 LG1296'THE STATION IS LOCATED 13.5 M (44.3 FT) EAST FROM 2500 STREET GRAVEL
 LG1296'ROAD CENTER, 9.7 M (31.8 FT) NORTH FROM E STREET (WEST MARTELL ROAD)
 LG1296'GRAVEL ROAD CENTER, 4.1 M (13.5 FT) NORTH FROM A METAL STOP SIGN, 0.7
 LG1296'M (2.3 FT) EAST FROM AND OBSTRUCTED BY A WOOD UTILITY POLE WITHOUT
 LG1296'TRANSFORMER, AND 0.4 M (1.3 FT) WEST FROM A FIBERGLASS NGS WITNESS
 LG1296'POST.  THE LOGO CAP IS 0.3 M (1.0 FT) BELOW 2500 STREET CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1328 ***********************************************************************
 LG1328  DESIGNATION -  E 439
 LG1328  PID         -  LG1328
 LG1328  STATE/COUNTY-  NE/LANCASTER
 LG1328  USGS QUAD   -  BENNET (1972)
 LG1328
 LG1328                         *CURRENT SURVEY CONTROL
 LG1328  ___________________________________________________________________
 LG1328* NAD 83(1986)-  40 42 41.     (N)    096 32 25.     (W)     SCALED    
 LG1328* NAVD 88     -       425.544  (meters)    1396.14   (feet)  ADJUSTED  
 LG1328  ___________________________________________________________________
 LG1328  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 LG1328  DYNAMIC HT  -         425.359 (meters)    1395.53  (feet)  COMP
 LG1328  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 LG1328
 LG1328  VERT ORDER  -  FIRST     CLASS II
 LG1328
 LG1328.The horizontal coordinates were scaled from a topographic map and have
 LG1328.an estimated accuracy of +/- 6 seconds.
 LG1328
 LG1328.The orthometric height was determined by differential leveling
 LG1328.and adjusted by the National Geodetic Survey in May 1993..
 LG1328
 LG1328.The geoid height was determined by GEOID03.
 LG1328
 LG1328.The dynamic height is computed by dividing the NAVD 88
 LG1328.geopotential number by the normal gravity value computed on the
 LG1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1328.degrees latitude (g = 980.6199 gals.).
 LG1328
 LG1328.The modeled gravity was interpolated from observed gravity values.
 LG1328
 LG1328;                    North         East    Units  Estimated Accuracy
 LG1328;SPC NE       -   103,340.      792,200.      MT  (+/- 180 meters Scaled)
 LG1328
 LG1328                          SUPERSEDED SURVEY CONTROL
 LG1328
 LG1328.No superseded survey control is available for this station.
 LG1328
 LG1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL077096(NAD 83)
 LG1328_MARKER: I = METAL ROD
 LG1328_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1328_SP_SET: STAINLESS STEEL ROD
 LG1328_STAMPING: E 439 1991
 LG1328_MARK LOGO: NGS   
 LG1328_PROJECTION: FLUSH
 LG1328_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1328+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1328_ROD/PIPE-DEPTH: 9.4  meters
 LG1328
 LG1328  HISTORY     - Date     Condition        Report By
 LG1328  HISTORY     - 1991     MONUMENTED       NGS
 LG1328  HISTORY     - 19960423 GOOD             NGS
 LG1328
 LG1328                          STATION DESCRIPTION
 LG1328
 LG1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1328'15.7 KM (9.75 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1328'U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, 19.1 M (62.7 FT)
 LG1328'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.0 M (32.8 FT) WEST OF THE
 LG1328'CENTER OF SOUTH 134TH STREET, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE
 LG1328'HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A RIGHT-OF-WAY POST, AND 0.3 M
 LG1328'(1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LG1328'THROUGH A 5-INCH LOGO CAP.
 LG1328
 LG1328                          STATION RECOVERY (1996)
 LG1328
 LG1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAO)
 LG1328'RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF ROAD CONSTRUCTION. A
 LG1328'RESET MARK WAS ESTABLISHED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9624 ***********************************************************************
 AG9624  DESIGNATION -  E 439 RESET
 AG9624  PID         -  AG9624
 AG9624  STATE/COUNTY-  NE/LANCASTER
 AG9624  USGS QUAD   -  BENNET (1972)
 AG9624
 AG9624                         *CURRENT SURVEY CONTROL
 AG9624  ___________________________________________________________________
 AG9624* NAD 83(1986)-  40 42 41.     (N)    096 32 26.     (W)     SCALED    
 AG9624* NAVD 88     -       424.48   (meters)    1392.6    (feet)  RESET     
 AG9624  ___________________________________________________________________
 AG9624  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AG9624
 AG9624  VERT ORDER  -  THIRD
 AG9624
 AG9624.The horizontal coordinates were scaled from a topographic map and have
 AG9624.an estimated accuracy of +/- 6 seconds.
 AG9624
 AG9624.The orthometric height was computed from unverified reset data.
 AG9624
 AG9624.The geoid height was determined by GEOID03.
 AG9624
 AG9624;                    North         East    Units  Estimated Accuracy
 AG9624;SPC NE       -   103,340.      792,180.      MT  (+/- 180 meters Scaled)
 AG9624
 AG9624                          SUPERSEDED SURVEY CONTROL
 AG9624
 AG9624.No superseded survey control is available for this station.
 AG9624
 AG9624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL077096(NAD 83)
 AG9624_MARKER: DV = VERTICAL CONTROL DISK
 AG9624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9624_STAMPING: E 439 RESET 1996
 AG9624_MARK LOGO: NGS   
 AG9624_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9624+STABILITY: SURFACE MOTION
 AG9624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9624+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9624
 AG9624  HISTORY     - Date     Condition        Report By
 AG9624  HISTORY     - 1996     MONUMENTED       NGS
 AG9624
 AG9624                          STATION DESCRIPTION
 AG9624
 AG9624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JAO)
 AG9624'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 43, ABOUT 2 MI (3.2
 AG9624'KM) NORTH OF BENNET, GO WEST ON HIGHWAY 2 FOR 1.8 MI (2.9 KM) TO A
 AG9624'COUNTY ROAD, 134TH STREET, LEADING SOUTH AND THE MARK IN THE SOUTHWEST
 AG9624'CORNER OF THE INTERSECTION, ON RIGHT-OF-WAY AND NEAR THE NE CORNER OF
 AG9624'SEC32, T9N, R8E.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 AG9624'MONUMENT THAT IS 121.0 FT (36.9 M) SOUTH OF THE CENTERLINE OF THE
 AG9624'EASTBOUND LANE OF THE HIGHWAY, 118.67 FT (36.17 M) EAST OF THE
 AG9624'NORTHEAST CORNER OF A CONCRETE SLAB FOR A BUTANE TANK, 110.09 FT
 AG9624'(33.56 M) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, 108.28
 AG9624'FT (33.00 M) EAST-NORTHEAST OF THE CENTER OF THE TOP OF A WATER
 AG9624'HYDRANT, 72.0 FT (21.9 M) NORTH OF THE CENTERLINE OF A ROCKED DRIVEWAY
 AG9624'TO THE HOUSE, 2.75 FT (0.84 M) WEST OF THE WEST FACE OF A RIGHT-OF-WAY
 AG9624'MARKER AND 1.2 FT (0.4 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1521 ***********************************************************************
 LF1521  DESIGNATION -  E 440
 LF1521  PID         -  LF1521
 LF1521  STATE/COUNTY-  NE/OTOE
 LF1521  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1521
 LF1521                         *CURRENT SURVEY CONTROL
 LF1521  ___________________________________________________________________
 LF1521* NAD 83(1986)-  40 40 03.     (N)    095 54 24.     (W)     SCALED    
 LF1521* NAVD 88     -       334.203  (meters)    1096.46   (feet)  ADJUSTED  
 LF1521  ___________________________________________________________________
 LF1521  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LF1521  DYNAMIC HT  -         334.026 (meters)    1095.88  (feet)  COMP
 LF1521  MODELED GRAV-     980,086.1   (mgal)                       NAVD 88
 LF1521
 LF1521  VERT ORDER  -  FIRST     CLASS II
 LF1521
 LF1521.The horizontal coordinates were scaled from a topographic map and have
 LF1521.an estimated accuracy of +/- 6 seconds.
 LF1521
 LF1521.The orthometric height was determined by differential leveling
 LF1521.and adjusted by the National Geodetic Survey in May 1993..
 LF1521
 LF1521.The geoid height was determined by GEOID03.
 LF1521
 LF1521.The dynamic height is computed by dividing the NAVD 88
 LF1521.geopotential number by the normal gravity value computed on the
 LF1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1521.degrees latitude (g = 980.6199 gals.).
 LF1521
 LF1521.The modeled gravity was interpolated from observed gravity values.
 LF1521
 LF1521;                    North         East    Units  Estimated Accuracy
 LF1521;SPC NE       -   100,810.      845,910.      MT  (+/- 180 meters Scaled)
 LF1521
 LF1521                          SUPERSEDED SURVEY CONTROL
 LF1521
 LF1521.No superseded survey control is available for this station.
 LF1521
 LF1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF543059(NAD 83)
 LF1521_MARKER: I = METAL ROD
 LF1521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1521_SP_SET: STAINLESS STEEL ROD
 LF1521_STAMPING: E 440 1991
 LF1521_MARK LOGO: NGS   
 LF1521_PROJECTION: FLUSH
 LF1521_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1521+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LF1521_ROD/PIPE-DEPTH: 10.6 meters
 LF1521
 LF1521  HISTORY     - Date     Condition        Report By
 LF1521  HISTORY     - 1991     MONUMENTED       NGS
 LF1521
 LF1521                          STATION DESCRIPTION
 LF1521
 LF1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1521'4.3 KM (2.65 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1521'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, 23.9 M (78.4
 LF1521'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 22.6 M (74.1 FT) WEST OF
 LF1521'THE CENTER OF THE MOST WESTERLY OF 2 HIGH LINES CROSSING THE HIGHWAY,
 LF1521'4.0 M (13.1 FT) WEST OF A UTILITY POLE WITH A GUY CABLE, 1.2 M (3.9
 LF1521'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF A WITNESS
 LF1521'POST, AND 0.3 M (1.0 FT) NORTH OF A FENCE.  NOTE--ACCESS TO THE DATUM
 LF1521'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1385 ***********************************************************************
 LG1385  DESIGNATION -  E 441
 LG1385  PID         -  LG1385
 LG1385  STATE/COUNTY-  NE/LANCASTER
 LG1385  USGS QUAD   -  WALTON (1980)
 LG1385
 LG1385                         *CURRENT SURVEY CONTROL
 LG1385  ___________________________________________________________________
 LG1385* NAD 83(1986)-  40 49 20.     (N)    096 36 21.     (W)     SCALED    
 LG1385* NAVD 88     -       395.487  (meters)    1297.53   (feet)  ADJUSTED  
 LG1385  ___________________________________________________________________
 LG1385  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 LG1385  DYNAMIC HT  -         395.320 (meters)    1296.98  (feet)  COMP
 LG1385  MODELED GRAV-     980,188.3   (mgal)                       NAVD 88
 LG1385
 LG1385  VERT ORDER  -  FIRST     CLASS II
 LG1385
 LG1385.The horizontal coordinates were scaled from a topographic map and have
 LG1385.an estimated accuracy of +/- 6 seconds.
 LG1385
 LG1385.The orthometric height was determined by differential leveling
 LG1385.and adjusted by the National Geodetic Survey in May 1993..
 LG1385
 LG1385.The geoid height was determined by GEOID03.
 LG1385
 LG1385.The dynamic height is computed by dividing the NAVD 88
 LG1385.geopotential number by the normal gravity value computed on the
 LG1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1385.degrees latitude (g = 980.6199 gals.).
 LG1385
 LG1385.The modeled gravity was interpolated from observed gravity values.
 LG1385
 LG1385;                    North         East    Units  Estimated Accuracy
 LG1385;SPC NE       -   115,410.      786,180.      MT  (+/- 180 meters Scaled)
 LG1385
 LG1385                          SUPERSEDED SURVEY CONTROL
 LG1385
 LG1385.No superseded survey control is available for this station.
 LG1385
 LG1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL019217(NAD 83)
 LG1385_MARKER: I = METAL ROD
 LG1385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1385_SP_SET: STAINLESS STEEL ROD
 LG1385_STAMPING: E 441 1992
 LG1385_MARK LOGO: NGS   
 LG1385_PROJECTION: FLUSH
 LG1385_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1385+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1385_ROD/PIPE-DEPTH: 3.7  meters
 LG1385
 LG1385  HISTORY     - Date     Condition        Report By
 LG1385  HISTORY     - 1992     MONUMENTED       NGS
 LG1385
 LG1385                          STATION DESCRIPTION
 LG1385
 LG1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1385'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1385'OFFICE IN LINCOLN, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG NORTH 84TH
 LG1385'STREET, 14.5 M (47.6 FT) WEST OF THE STREET CENTERLINE, 13.7 M
 LG1385'(44.9 FT) SOUTH OF THE CENTER OF EAST AVON LANE, 10.7 M (35.1 FT)
 LG1385'NORTH OF UTILITY POLE NUMBER C065, 8.1 M (26.6 FT) SOUTH OF A FIRE
 LG1385'HYDRANT, 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE STREET, AND 0.5 M
 LG1385'(1.6 FT) EAST OF A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 LG1385'A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2466 ***********************************************************************
 AI2466  DESIGNATION -  E 442
 AI2466  PID         -  AI2466
 AI2466  STATE/COUNTY-  NE/PIERCE
 AI2466  USGS QUAD   -  PIERCE (1976)
 AI2466
 AI2466                         *CURRENT SURVEY CONTROL
 AI2466  ___________________________________________________________________
 AI2466* NAD 83(1986)-  42 12 23.     (N)    097 33 47.     (W)     SCALED    
 AI2466* NAVD 88     -       497.259  (meters)    1631.42   (feet)  ADJUSTED  
 AI2466  ___________________________________________________________________
 AI2466  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AI2466  DYNAMIC HT  -         497.070 (meters)    1630.80  (feet)  COMP
 AI2466  MODELED GRAV-     980,224.5   (mgal)                       NAVD 88
 AI2466
 AI2466  VERT ORDER  -  SECOND    CLASS I
 AI2466
 AI2466.The horizontal coordinates were scaled from a topographic map and have
 AI2466.an estimated accuracy of +/- 6 seconds.
 AI2466
 AI2466.The orthometric height was determined by differential leveling
 AI2466.and adjusted by the National Geodetic Survey in July 2002..
 AI2466
 AI2466.The geoid height was determined by GEOID03.
 AI2466
 AI2466.The dynamic height is computed by dividing the NAVD 88
 AI2466.geopotential number by the normal gravity value computed on the
 AI2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2466.degrees latitude (g = 980.6199 gals.).
 AI2466
 AI2466.The modeled gravity was interpolated from observed gravity values.
 AI2466
 AI2466;                    North         East    Units  Estimated Accuracy
 AI2466;SPC NE       -   266,310.      701,170.      MT  (+/- 180 meters Scaled)
 AI2466
 AI2466                          SUPERSEDED SURVEY CONTROL
 AI2466
 AI2466.No superseded survey control is available for this station.
 AI2466
 AI2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM186736(NAD 83)
 AI2466_MARKER: F = FLANGE-ENCASED ROD
 AI2466_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2466_STAMPING: E 442 1999
 AI2466_MARK LOGO: NGS   
 AI2466_PROJECTION: FLUSH
 AI2466_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2466+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2466_ROD/PIPE-DEPTH: 21.8 meters
 AI2466_SLEEVE-DEPTH  : 0.9 meters
 AI2466
 AI2466  HISTORY     - Date     Condition        Report By
 AI2466  HISTORY     - 1999     MONUMENTED       NGS
 AI2466
 AI2466                          STATION DESCRIPTION
 AI2466
 AI2466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2466'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2466'IN PIERCE, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2466'19.8 M (65.0 FT) WEST OF THE CENTER OF 548 AVENUE, 10.4 M (34.1 FT)
 AI2466'SOUTH OF THE ROAD CENTERLINE, 5.8 M (19.0 FT) WEST OF THE CENTER OF A
 AI2466'GATE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT)
 AI2466'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AI2466'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AI2466'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON COUNTY ROAD
 AI2466'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0404 ***********************************************************************
 LH0404  DESIGNATION -  E 5
 LH0404  PID         -  LH0404
 LH0404  STATE/COUNTY-  NE/BUFFALO
 LH0404  USGS QUAD   -  GIBBON SOUTH (1993)
 LH0404
 LH0404                         *CURRENT SURVEY CONTROL
 LH0404  ___________________________________________________________________
 LH0404* NAD 83(1986)-  40 44 30.     (N)    098 52 25.     (W)     SCALED    
 LH0404* NAVD 88     -       632.733  (meters)    2075.89   (feet)  ADJUSTED  
 LH0404  ___________________________________________________________________
 LH0404  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 LH0404  DYNAMIC HT  -         632.380 (meters)    2074.73  (feet)  COMP
 LH0404  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 LH0404
 LH0404  VERT ORDER  -  FIRST     CLASS II
 LH0404
 LH0404.The horizontal coordinates were scaled from a topographic map and have
 LH0404.an estimated accuracy of +/- 6 seconds.
 LH0404
 LH0404.The orthometric height was determined by differential leveling
 LH0404.and adjusted by the National Geodetic Survey in June 1991..
 LH0404
 LH0404.The geoid height was determined by GEOID03.
 LH0404
 LH0404.The dynamic height is computed by dividing the NAVD 88
 LH0404.geopotential number by the normal gravity value computed on the
 LH0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0404.degrees latitude (g = 980.6199 gals.).
 LH0404
 LH0404.The modeled gravity was interpolated from observed gravity values.
 LH0404
 LH0404;                    North         East    Units  Estimated Accuracy
 LH0404;SPC NE       -   101,470.      595,110.      MT  (+/- 180 meters Scaled)
 LH0404
 LH0404                          SUPERSEDED SURVEY CONTROL
 LH0404
 LH0404  NGVD 29 (02/14/92)  632.474  (m)         2075.04   (f) ADJUSTED    1 2
 LH0404
 LH0404.Superseded values are not recommended for survey control.
 LH0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0404.See file dsdata.txt to determine how the superseded data were derived.
 LH0404
 LH0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL106100(NAD 83)
 LH0404_MARKER: DB = BENCH MARK DISK
 LH0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0404_SP_SET: CONCRETE POST
 LH0404_STAMPING: E 5 1933 2075.042
 LH0404_MARK LOGO: CGS   
 LH0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0404+STABILITY: SURFACE MOTION
 LH0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0404+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0404
 LH0404  HISTORY     - Date     Condition        Report By
 LH0404  HISTORY     - 1933     MONUMENTED       CGS
 LH0404  HISTORY     - 1949     GOOD             NGS
 LH0404  HISTORY     - 19910924 GOOD             NGS
 LH0404
 LH0404                          STATION DESCRIPTION
 LH0404
 LH0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0404'1.7 MI SW FROM GIBBON.
 LH0404'ABOUT 1.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0404'GIBBON, BUFFALO COUNTY, ABOUT 0.6 MILE NORTHEAST OF MILEPOST
 LH0404'178, ABOUT 640 FEET WEST OF SEMAPHORES 177.5 AND 177.6, AT
 LH0404'A COUNTY-ROAD CROSSING, 75 FEET SOUTH OF THE CENTER LINE OF
 LH0404'U.S. HIGHWAY 30, 45 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 LH0404'MAIN TRACK, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, 5
 LH0404'FEET EAST OF THE EAST RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 LH0404'STAMPED 2075.042 E 5 1933 AND SET IN THE TOP OF A CONCRETE
 LH0404'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 LH0404
 LH0404                          STATION RECOVERY (1949)
 LH0404
 LH0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 LH0404'RECOVERED IN GOOD CONDITION.
 LH0404
 LH0404                          STATION RECOVERY (1991)
 LH0404
 LH0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0404'18.5 KM (11.50 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0404'OF STATE HIGHWAY 44 IN KEARNEY, 24.5 M (80.4 FT) SOUTH OF AND LEVEL
 LH0404'WITH THE HIGHWAY CENTERLINE, 13.5 M (44.3 FT) NORTH OF THE NEAR RAIL
 LH0404'OF THE UNION PACIFIC RAILROAD, 12.4 M (40.7 FT) WEST OF A UTILITY
 LH0404'POLE WITH 2 GUY CABLES, 11.8 M (38.7 FT) EAST OF THE CENTER OF A
 LH0404'GRAVELED ROAD, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE
 LH0404'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0254 ***********************************************************************
 MN0254  DESIGNATION -  E 50
 MN0254  PID         -  MN0254
 MN0254  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0254  USGS QUAD   -  MORRILL (1963)
 MN0254
 MN0254                         *CURRENT SURVEY CONTROL
 MN0254  ___________________________________________________________________
 MN0254* NAD 83(1986)-  41 57 42.     (N)    103 55 32.     (W)     SCALED    
 MN0254* NAVD 88     -      1216.160  (meters)    3990.02   (feet)  ADJUSTED  
 MN0254  ___________________________________________________________________
 MN0254  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 MN0254  DYNAMIC HT  -        1215.379 (meters)    3987.46  (feet)  COMP
 MN0254  MODELED GRAV-     979,938.6   (mgal)                       NAVD 88
 MN0254
 MN0254  VERT ORDER  -  SECOND    CLASS 0
 MN0254
 MN0254.The horizontal coordinates were scaled from a topographic map and have
 MN0254.an estimated accuracy of +/- 6 seconds.
 MN0254
 MN0254.The orthometric height was determined by differential leveling
 MN0254.and adjusted by the National Geodetic Survey in June 1991..
 MN0254
 MN0254.The geoid height was determined by GEOID03.
 MN0254
 MN0254.The dynamic height is computed by dividing the NAVD 88
 MN0254.geopotential number by the normal gravity value computed on the
 MN0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0254.degrees latitude (g = 980.6199 gals.).
 MN0254
 MN0254.The modeled gravity was interpolated from observed gravity values.
 MN0254
 MN0254;                    North         East    Units  Estimated Accuracy
 MN0254;SPC NE       -   243,690.      174,780.      MT  (+/- 180 meters Scaled)
 MN0254
 MN0254                          SUPERSEDED SURVEY CONTROL
 MN0254
 MN0254  NGVD 29 (??/??/92) 1215.461  (m)         3987.72   (f) ADJ UNCH    2 0
 MN0254
 MN0254.Superseded values are not recommended for survey control.
 MN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0254.See file dsdata.txt to determine how the superseded data were derived.
 MN0254
 MN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG890460(NAD 83)
 MN0254_MARKER: DB = BENCH MARK DISK
 MN0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0254_STAMPING: E 50 1934
 MN0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0254+STABILITY: SURFACE MOTION
 MN0254
 MN0254  HISTORY     - Date     Condition        Report By
 MN0254  HISTORY     - 1934     MONUMENTED       CGS
 MN0254  HISTORY     - 1942     GOOD             NGS
 MN0254  HISTORY     - 20030724 MARK NOT FOUND   NGS
 MN0254
 MN0254                          STATION DESCRIPTION
 MN0254
 MN0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0254'AT MORRILL.
 MN0254'AT MORRILL, SCOTTS BLUFF COUNTY, ON THE CHICAGO, BURLINGTON
 MN0254'AND QUINCY RAILROAD, AT MILEAGE 46+48, 198 FEET NORTHWEST OF THE
 MN0254'STATION, IN THE SOUTHWEST CORNER OF A SMALL PARK, 18.3 FEET
 MN0254'NORTHEAST OF THE NORTH RAIL, 3.0 FEET NORTH OF THE SOUTH PARK FENCE,
 MN0254'AND 2.3 FEET EAST OF THE WEST PARK FENCE.  A STANDARD DISK,
 MN0254'STAMPED E 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0254
 MN0254                          STATION RECOVERY (1942)
 MN0254
 MN0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MN0254'RECOVERED IN GOOD CONDITION.
 MN0254
 MN0254                          STATION RECOVERY (2003)
 MN0254
 MN0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0180 ***********************************************************************
 MN0180  DESIGNATION -  E 51
 MN0180  PID         -  MN0180
 MN0180  STATE/COUNTY-  NE/MORRILL
 MN0180  USGS QUAD   -  BRIDGEPORT NW (1965)
 MN0180
 MN0180                         *CURRENT SURVEY CONTROL
 MN0180  ___________________________________________________________________
 MN0180* NAD 83(1986)-  41 43 08.     (N)    103 10 37.     (W)     SCALED    
 MN0180* NAVD 88     -      1131.485  (meters)    3712.21   (feet)  ADJUSTED  
 MN0180  ___________________________________________________________________
 MN0180  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 MN0180  DYNAMIC HT  -        1130.769 (meters)    3709.86  (feet)  COMP
 MN0180  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 MN0180
 MN0180  VERT ORDER  -  SECOND    CLASS 0
 MN0180
 MN0180.The horizontal coordinates were scaled from a topographic map and have
 MN0180.an estimated accuracy of +/- 6 seconds.
 MN0180
 MN0180.The orthometric height was determined by differential leveling
 MN0180.and adjusted by the National Geodetic Survey in June 1991..
 MN0180
 MN0180.The geoid height was determined by GEOID03.
 MN0180
 MN0180.The dynamic height is computed by dividing the NAVD 88
 MN0180.geopotential number by the normal gravity value computed on the
 MN0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0180.degrees latitude (g = 980.6199 gals.).
 MN0180
 MN0180.The modeled gravity was interpolated from observed gravity values.
 MN0180
 MN0180;                    North         East    Units  Estimated Accuracy
 MN0180;SPC NE       -   214,200.      235,780.      MT  (+/- 180 meters Scaled)
 MN0180
 MN0180                          SUPERSEDED SURVEY CONTROL
 MN0180
 MN0180  NGVD 29 (??/??/92) 1130.904  (m)         3710.31   (f) ADJ UNCH    2 0
 MN0180
 MN0180.Superseded values are not recommended for survey control.
 MN0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0180.See file dsdata.txt to determine how the superseded data were derived.
 MN0180
 MN0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG516201(NAD 83)
 MN0180_MARKER: DB = BENCH MARK DISK
 MN0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0180_STAMPING: E 51 1934
 MN0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0180+STABILITY: SURFACE MOTION
 MN0180
 MN0180  HISTORY     - Date     Condition        Report By
 MN0180  HISTORY     - 1934     MONUMENTED       CGS
 MN0180
 MN0180                          STATION DESCRIPTION
 MN0180
 MN0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0180'3.8 MI NW FROM NORTHPORT.
 MN0180'ABOUT 3.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 MN0180'QUINCY RAILROAD FROM THE STATION AT NORTHPORT, MORRILL COUNTY,
 MN0180'ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 4, 54.0 FEET NORTHWEST OF
 MN0180'THE CENTER OF A ROAD CROSSING, 33.0 FEET WEST OF THE CENTER
 MN0180'LINE OF THE ROAD, 37.5 FEET NORTHEAST OF THE NORTH RAIL, AND
 MN0180'5.0 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED E 51 1934
 MN0180'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0034 ***********************************************************************
 MN0034  DESIGNATION -  E 53
 MN0034  PID         -  MN0034
 MN0034  STATE/COUNTY-  NE/DEUEL
 MN0034  USGS QUAD   -  CHAPPELL SE (1961)
 MN0034
 MN0034                         *CURRENT SURVEY CONTROL
 MN0034  ___________________________________________________________________
 MN0034* NAD 83(1986)-  41 07 12.     (N)    102 20 32.     (W)     SCALED    
 MN0034* NAVD 88     -      1151.544  (meters)    3778.02   (feet)  ADJUSTED  
 MN0034  ___________________________________________________________________
 MN0034  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 MN0034  DYNAMIC HT  -        1150.786 (meters)    3775.54  (feet)  COMP
 MN0034  MODELED GRAV-     979,925.6   (mgal)                       NAVD 88
 MN0034
 MN0034  VERT ORDER  -  SECOND    CLASS 0
 MN0034
 MN0034.The horizontal coordinates were scaled from a topographic map and have
 MN0034.an estimated accuracy of +/- 6 seconds.
 MN0034
 MN0034.The orthometric height was determined by differential leveling
 MN0034.and adjusted by the National Geodetic Survey in June 1991..
 MN0034
 MN0034.The geoid height was determined by GEOID03.
 MN0034
 MN0034.The dynamic height is computed by dividing the NAVD 88
 MN0034.geopotential number by the normal gravity value computed on the
 MN0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0034.degrees latitude (g = 980.6199 gals.).
 MN0034
 MN0034.The modeled gravity was interpolated from observed gravity values.
 MN0034
 MN0034;                    North         East    Units  Estimated Accuracy
 MN0034;SPC NE       -   145,520.      303,380.      MT  (+/- 180 meters Scaled)
 MN0034
 MN0034                          SUPERSEDED SURVEY CONTROL
 MN0034
 MN0034  NGVD 29 (??/??/92) 1151.044  (m)         3776.38   (f) ADJ UNCH    2 0
 MN0034
 MN0034.Superseded values are not recommended for survey control.
 MN0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0034.See file dsdata.txt to determine how the superseded data were derived.
 MN0034
 MN0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF231554(NAD 83)
 MN0034_MARKER: DB = BENCH MARK DISK
 MN0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0034_STAMPING: E 53 1934
 MN0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0034+STABILITY: SURFACE MOTION
 MN0034
 MN0034  HISTORY     - Date     Condition        Report By
 MN0034  HISTORY     - 1934     MONUMENTED       CGS
 MN0034  HISTORY     - 1941     GOOD             NGS
 MN0034
 MN0034                          STATION DESCRIPTION
 MN0034
 MN0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MN0034'6.9 MI E FROM CHAPPELL.
 MN0034'6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0034'CHAPPELL, DEUEL COUNTY, THENCE 2.1 MILES NORTH ALONG STATE
 MN0034'HIGHWAY 27, AT A ROAD CROSSING, 40 FEET WEST OF THE CENTERLINE
 MN0034'OF THE HIGHWAY, 33 FEET SOUTH OF THE CENTERLINE OF THE COUNTY
 MN0034'ROAD, AND 4 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MN0034'DISK, STAMPED E 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0036 ***********************************************************************
 MN0036  DESIGNATION -  E 53 RESET
 MN0036  PID         -  MN0036
 MN0036  STATE/COUNTY-  NE/DEUEL
 MN0036  USGS QUAD   -  CHAPPELL SE (1961)
 MN0036
 MN0036                         *CURRENT SURVEY CONTROL
 MN0036  ___________________________________________________________________
 MN0036* NAD 83(1986)-  41 07 12.     (N)    102 20 31.     (W)     SCALED    
 MN0036* NAVD 88     -      1150.77   (meters)    3775.5    (feet)  RESET     
 MN0036  ___________________________________________________________________
 MN0036  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 MN0036
 MN0036  VERT ORDER  -  THIRD
 MN0036
 MN0036.The horizontal coordinates were scaled from a topographic map and have
 MN0036.an estimated accuracy of +/- 6 seconds.
 MN0036
 MN0036.The orthometric height was computed from unverified reset data.
 MN0036
 MN0036.The geoid height was determined by GEOID03.
 MN0036
 MN0036;                    North         East    Units  Estimated Accuracy
 MN0036;SPC NE       -   145,520.      303,410.      MT  (+/- 180 meters Scaled)
 MN0036
 MN0036                          SUPERSEDED SURVEY CONTROL
 MN0036
 MN0036  NGVD 29 (??/??/??) 1150.27   (m)         3773.8    (f) RESET       3  
 MN0036
 MN0036.Superseded values are not recommended for survey control.
 MN0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0036.See file dsdata.txt to determine how the superseded data were derived.
 MN0036
 MN0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF231554(NAD 83)
 MN0036_MARKER: DB = BENCH MARK DISK
 MN0036_SETTING: 0 = UNSPECIFIED SETTING
 MN0036_STAMPING: E 53 RESET 1964
 MN0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0036
 MN0036  HISTORY     - Date     Condition        Report By
 MN0036  HISTORY     - 1964     MONUMENTED       CGS
 MN0036
 MN0036                          STATION DESCRIPTION
 MN0036
 MN0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MN0036'8.9 MI NE FROM CHAPPELL.
 MN0036'ABOUT 6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0036'CHAPPELL, DEUEL COUNTY, THENCE 2.0 MILES NORTH ALONG STATE
 MN0036'HIGHWAY 27, AT A GRAVEL ROAD CROSSING, 80 FEET SOUTHEAST OF THE
 MN0036'INTERSECTION, 69 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 MN0036'27, 38 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 3 FEET SOUTHWEST
 MN0036'OF A POWER POLE, AND 1 FOOT NORTH OF A NEW STEEL POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0280 ***********************************************************************
 MN0280  DESIGNATION -  E 54
 MN0280  PID         -  MN0280
 MN0280  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0280  USGS QUAD   -  WILDCAT MOUNTAIN (1979)
 MN0280
 MN0280                         *CURRENT SURVEY CONTROL
 MN0280  ___________________________________________________________________
 MN0280* NAD 83(1986)-  41 42 39.     (N)    103 40 02.     (W)     SCALED    
 MN0280* NAVD 88     -      1394.961  (meters)    4576.63   (feet)  ADJUSTED  
 MN0280  ___________________________________________________________________
 MN0280  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 MN0280  DYNAMIC HT  -        1394.000 (meters)    4573.48  (feet)  COMP
 MN0280  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 MN0280
 MN0280  VERT ORDER  -  SECOND    CLASS 0
 MN0280
 MN0280.The horizontal coordinates were scaled from a topographic map and have
 MN0280.an estimated accuracy of +/- 6 seconds.
 MN0280
 MN0280.The orthometric height was determined by differential leveling
 MN0280.and adjusted by the National Geodetic Survey in June 1991..
 MN0280
 MN0280.The geoid height was determined by GEOID03.
 MN0280
 MN0280.The dynamic height is computed by dividing the NAVD 88
 MN0280.geopotential number by the normal gravity value computed on the
 MN0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0280.degrees latitude (g = 980.6199 gals.).
 MN0280
 MN0280.The modeled gravity was interpolated from observed gravity values.
 MN0280
 MN0280;                    North         East    Units  Estimated Accuracy
 MN0280;SPC NE       -   214,920.      194,990.      MT  (+/- 180 meters Scaled)
 MN0280
 MN0280                          SUPERSEDED SURVEY CONTROL
 MN0280
 MN0280  NGVD 29 (??/??/92) 1394.278  (m)         4574.39   (f) ADJ UNCH    2 0
 MN0280
 MN0280.Superseded values are not recommended for survey control.
 MN0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0280.See file dsdata.txt to determine how the superseded data were derived.
 MN0280
 MN0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG108185(NAD 83)
 MN0280_MARKER: DB = BENCH MARK DISK
 MN0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0280_STAMPING: E 54 1934
 MN0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0280+STABILITY: SURFACE MOTION
 MN0280
 MN0280  HISTORY     - Date     Condition        Report By
 MN0280  HISTORY     - 1934     MONUMENTED       CGS
 MN0280
 MN0280                          STATION DESCRIPTION
 MN0280
 MN0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0280'9.1 MI S FROM GERING.
 MN0280'ABOUT 9.1 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 MN0280'AT GERING, SCOTTS BLUFF COUNTY, ABOUT 0.5 MILE NORTH OF THE TOP
 MN0280'OF WILD CAT RANGE, 38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MN0280'ON A SHELF, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 MN0280'STANDARD DISK, STAMPED E 54 1934 AND SET IN THE TOP OF A CONCRETE
 MN0280'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0301 ***********************************************************************
 MN0301  DESIGNATION -  E 55 RESET
 MN0301  PID         -  MN0301
 MN0301  STATE/COUNTY-  NE/BANNER
 MN0301  USGS QUAD   -  HARRISBURG (1979)
 MN0301
 MN0301                         *CURRENT SURVEY CONTROL
 MN0301  ___________________________________________________________________
 MN0301* NAD 83(1986)-  41 34 59.     (N)    103 38 27.     (W)     SCALED    
 MN0301* NAVD 88     -      1350.29   (meters)    4430.1    (feet)  RESET     
 MN0301  ___________________________________________________________________
 MN0301  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 MN0301
 MN0301  VERT ORDER  -  THIRD
 MN0301
 MN0301.The horizontal coordinates were scaled from a topographic map and have
 MN0301.an estimated accuracy of +/- 6 seconds.
 MN0301
 MN0301.The orthometric height was computed from unverified reset data.
 MN0301
 MN0301.The geoid height was determined by GEOID03.
 MN0301
 MN0301;                    North         East    Units  Estimated Accuracy
 MN0301;SPC NE       -   200,650.      196,590.      MT  (+/- 180 meters Scaled)
 MN0301
 MN0301                          SUPERSEDED SURVEY CONTROL
 MN0301
 MN0301  NGVD 29 (??/??/??) 1349.60   (m)         4427.8    (f) RESET       3  
 MN0301
 MN0301.Superseded values are not recommended for survey control.
 MN0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0301.See file dsdata.txt to determine how the superseded data were derived.
 MN0301
 MN0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG132043(NAD 83)
 MN0301_MARKER: DB = BENCH MARK DISK
 MN0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0301_STAMPING: E 55 RESET 1966
 MN0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0301+STABILITY: SURFACE MOTION
 MN0301
 MN0301  HISTORY     - Date     Condition        Report By
 MN0301  HISTORY     - 1966     MONUMENTED       CGS
 MN0301
 MN0301                          STATION DESCRIPTION
 MN0301
 MN0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MN0301'19 MI W FROM REDINGTON.
 MN0301'ABOUT 19.0 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST
 MN0301'OFFICE AT REDINGTON, 107 FEET NORTH OF THE CENTER OF STATE
 MN0301'HIGHWAY 88, 2 FEET EAST OF A METAL WITNESS POST, AND IS SET
 MN0301'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0751 ***********************************************************************
 ML0751  DESIGNATION -  E 56 RESET
 ML0751  PID         -  ML0751
 ML0751  STATE/COUNTY-  NE/CUSTER
 ML0751  USGS QUAD   -  CALLAWAY NW (1951)
 ML0751
 ML0751                         *CURRENT SURVEY CONTROL
 ML0751  ___________________________________________________________________
 ML0751* NAD 83(1986)-  41 28 52.     (N)    099 55 06.     (W)     SCALED    
 ML0751* NAVD 88     -       882.00   (meters)    2893.7    (feet)  RESET     
 ML0751  ___________________________________________________________________
 ML0751  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 ML0751
 ML0751  VERT ORDER  -  THIRD
 ML0751
 ML0751.The horizontal coordinates were scaled from a topographic map and have
 ML0751.an estimated accuracy of +/- 6 seconds.
 ML0751
 ML0751.The orthometric height was computed from unverified reset data.
 ML0751
 ML0751.The geoid height was determined by GEOID03.
 ML0751
 ML0751;                    North         East    Units  Estimated Accuracy
 ML0751;SPC NE       -   182,950.      506,820.      MT  (+/- 180 meters Scaled)
 ML0751
 ML0751                          SUPERSEDED SURVEY CONTROL
 ML0751
 ML0751  NGVD 29 (??/??/??)  881.76   (m)         2892.9    (f) RESET       3  
 ML0751
 ML0751.Superseded values are not recommended for survey control.
 ML0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0751.See file dsdata.txt to determine how the superseded data were derived.
 ML0751
 ML0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML233925(NAD 83)
 ML0751_MARKER: DB = BENCH MARK DISK
 ML0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0751_STAMPING: E 56 RESET 1958
 ML0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0751+STABILITY: SURFACE MOTION
 ML0751
 ML0751  HISTORY     - Date     Condition        Report By
 ML0751  HISTORY     - 1958     MONUMENTED       NEDR
 ML0751
 ML0751                          STATION DESCRIPTION
 ML0751
 ML0751'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 ML0751'8.2 MI W FROM MERNA.
 ML0751'ABOUT 8.2 MILES WEST ALONG STATE HIGHWAY 80 AND 92 FROM THE
 ML0751'POST OFFICE AT MERNA, CUSTER COUNTY, ABOUT 364 FEET SOUTHWEST
 ML0751'OF THE CENTER WALL OF A CONCRETE BOX CULVERT, 75 FEET SOUTH
 ML0751'OF THE CENTERLINE OF THE HIGHWAY, AND 2.0 FEET NORTH OF A RIGHT
 ML0751'OF WAY FENCE.  A STANDARD DISK, STAMPED E 56 RESET 1958 AND
 ML0751'SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0409 ***********************************************************************
 NP0409  DESIGNATION -  E 58
 NP0409  PID         -  NP0409
 NP0409  STATE/COUNTY-  NE/SIOUX
 NP0409  USGS QUAD   -  AGATE (1979)
 NP0409
 NP0409                         *CURRENT SURVEY CONTROL
 NP0409  ___________________________________________________________________
 NP0409* NAD 83(1986)-  42 27 03.     (N)    103 47 32.     (W)     SCALED    
 NP0409* NAVD 88     -      1417.284  (meters)    4649.87   (feet)  POSTED    
 NP0409  ___________________________________________________________________
 NP0409  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 NP0409  DYNAMIC HT  -        1416.420 (meters)    4647.04  (feet)  COMP
 NP0409  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 NP0409
 NP0409  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0409
 NP0409.The horizontal coordinates were scaled from a topographic map and have
 NP0409.an estimated accuracy of +/- 6 seconds.
 NP0409
 NP0409.The orthometric height was determined by differential leveling
 NP0409.and adjusted by the National Geodetic Survey in 1992..
 NP0409.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0409.rate of 1.1 thru 2.0 mm/km.
 NP0409
 NP0409.The geoid height was determined by GEOID03.
 NP0409
 NP0409.The dynamic height is computed by dividing the NAVD 88
 NP0409.geopotential number by the normal gravity value computed on the
 NP0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0409.degrees latitude (g = 980.6199 gals.).
 NP0409
 NP0409.The modeled gravity was interpolated from observed gravity values.
 NP0409
 NP0409;                    North         East    Units  Estimated Accuracy
 NP0409;SPC NE       -   297,460.      188,200.      MT  (+/- 180 meters Scaled)
 NP0409
 NP0409                          SUPERSEDED SURVEY CONTROL
 NP0409
 NP0409  NGVD 29 (??/??/92) 1416.577  (m)         4647.55   (f) ADJ UNCH    2 0
 NP0409
 NP0409.Superseded values are not recommended for survey control.
 NP0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0409.See file dsdata.txt to determine how the superseded data were derived.
 NP0409
 NP0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH993005(NAD 83)
 NP0409_MARKER: DB = BENCH MARK DISK
 NP0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0409_STAMPING: E 58 1934
 NP0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0409+STABILITY: SURFACE MOTION
 NP0409
 NP0409  HISTORY     - Date     Condition        Report By
 NP0409  HISTORY     - 1934     MONUMENTED       CGS
 NP0409  HISTORY     - 1974     GOOD             USGS
 NP0409
 NP0409                          STATION DESCRIPTION
 NP0409
 NP0409'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0409'20 MI SE FROM HARRISON.
 NP0409'20.0 MI. SOUTH AND EAST ALONG HWY. 29 FROM HARRISON, 2.1 MI.
 NP0409'NORTH ALONG HWY. 29 FROM AGATE, TO AN EAST-WEST FENCE AND THE
 NP0409'BENCHMARK.  THE BENCHMARK IS 170 FEET EAST OF THE CENTERLINE OF
 NP0409'THE HWY. AND 1 FOOT SOUTH OF THE EAST-WEST FENCE, AND ABOUT 35
 NP0409'FEET EAST OF THE CENTERLINE OF THE OLD ROAD.  A STANDARD DISK,
 NP0409'STAMPED E 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NP0409'NOTE-- THE BENCHMARK WAS COVERED BY ABOUT 1 INCH OF SAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0095 ***********************************************************************
 MN0095  DESIGNATION -  E 59
 MN0095  PID         -  MN0095
 MN0095  STATE/COUNTY-  NE/DEUEL
 MN0095  USGS QUAD   -  LODGEPOLE SE (1972)
 MN0095
 MN0095                         *CURRENT SURVEY CONTROL
 MN0095  ___________________________________________________________________
 MN0095* NAD 83(1986)-  41 06 58.     (N)    102 32 14.     (W)     SCALED    
 MN0095* NAVD 88     -      1144.619  (meters)    3755.30   (feet)  ADJUSTED  
 MN0095  ___________________________________________________________________
 MN0095  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 MN0095  DYNAMIC HT  -        1143.848 (meters)    3752.77  (feet)  COMP
 MN0095  MODELED GRAV-     979,910.8   (mgal)                       NAVD 88
 MN0095
 MN0095  VERT ORDER  -  SECOND    CLASS 0
 MN0095
 MN0095.The horizontal coordinates were scaled from a topographic map and have
 MN0095.an estimated accuracy of +/- 6 seconds.
 MN0095
 MN0095.The orthometric height was determined by differential leveling
 MN0095.and adjusted by the National Geodetic Survey in June 1991..
 MN0095
 MN0095.The geoid height was determined by GEOID03.
 MN0095
 MN0095.The dynamic height is computed by dividing the NAVD 88
 MN0095.geopotential number by the normal gravity value computed on the
 MN0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0095.degrees latitude (g = 980.6199 gals.).
 MN0095
 MN0095.The modeled gravity was interpolated from observed gravity values.
 MN0095
 MN0095;                    North         East    Units  Estimated Accuracy
 MN0095;SPC NE       -   145,550.      287,000.      MT  (+/- 180 meters Scaled)
 MN0095
 MN0095                          SUPERSEDED SURVEY CONTROL
 MN0095
 MN0095  NGVD 29 (??/??/92) 1144.103  (m)         3753.61   (f) ADJ UNCH    2 0
 MN0095
 MN0095.Superseded values are not recommended for survey control.
 MN0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0095.See file dsdata.txt to determine how the superseded data were derived.
 MN0095
 MN0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF067545(NAD 83)
 MN0095_MARKER: DB = BENCH MARK DISK
 MN0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0095_STAMPING: E 59 1934
 MN0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0095+STABILITY: SURFACE MOTION
 MN0095
 MN0095  HISTORY     - Date     Condition        Report By
 MN0095  HISTORY     - 1934     MONUMENTED       CGS
 MN0095  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0095
 MN0095                          STATION DESCRIPTION
 MN0095
 MN0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0095'4.2 MI W FROM CHAPPELL.
 MN0095'4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0095'AT CHAPPELL, DEUEL COUNTY, 1-1/4 POLES WEST OF MILEPOST 384,
 MN0095'125 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, AND 42
 MN0095'FEET NORTH OF THE NORTH RAIL OF THE NORTH DOUBLE TRACK.  A
 MN0095'STANDARD DISK, STAMPED E 59 1934 AND SET IN THE TOP OF A CONCRETE
 MN0095'POST.  NOTE-- 4 FT. OF SAND HAS DRIFTED INTO AREA.
 MN0095
 MN0095                          STATION RECOVERY (1972)
 MN0095
 MN0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0826 ***********************************************************************
 LH0826  DESIGNATION -  E 60
 LH0826  PID         -  LH0826
 LH0826  STATE/COUNTY-  NE/DAWSON
 LH0826  USGS QUAD   -  BUFFALO (1962)
 LH0826
 LH0826                         *CURRENT SURVEY CONTROL
 LH0826  ___________________________________________________________________
 LH0826* NAD 83(1986)-  40 55 21.     (N)    099 45 01.     (W)     SCALED    
 LH0826* NAVD 88     -       766.062  (meters)    2513.32   (feet)  ADJUSTED  
 LH0826  ___________________________________________________________________
 LH0826  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 LH0826  DYNAMIC HT  -         765.620 (meters)    2511.87  (feet)  COMP
 LH0826  MODELED GRAV-     980,020.4   (mgal)                       NAVD 88
 LH0826
 LH0826  VERT ORDER  -  SECOND    CLASS 0
 LH0826
 LH0826.The horizontal coordinates were scaled from a topographic map and have
 LH0826.an estimated accuracy of +/- 6 seconds.
 LH0826
 LH0826.The orthometric height was determined by differential leveling
 LH0826.and adjusted by the National Geodetic Survey in June 1991..
 LH0826
 LH0826.The geoid height was determined by GEOID03.
 LH0826
 LH0826.The dynamic height is computed by dividing the NAVD 88
 LH0826.geopotential number by the normal gravity value computed on the
 LH0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0826.degrees latitude (g = 980.6199 gals.).
 LH0826
 LH0826.The modeled gravity was interpolated from observed gravity values.
 LH0826
 LH0826;                    North         East    Units  Estimated Accuracy
 LH0826;SPC NE       -   120,960.      521,030.      MT  (+/- 180 meters Scaled)
 LH0826
 LH0826                          SUPERSEDED SURVEY CONTROL
 LH0826
 LH0826  NGVD 29 (??/??/92)  765.767  (m)         2512.35   (f) ADJ UNCH    2 0
 LH0826
 LH0826.Superseded values are not recommended for survey control.
 LH0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0826.See file dsdata.txt to determine how the superseded data were derived.
 LH0826
 LH0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML368304(NAD 83)
 LH0826_MARKER: DB = BENCH MARK DISK
 LH0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0826_STAMPING: E 60 1934
 LH0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0826+STABILITY: SURFACE MOTION
 LH0826
 LH0826  HISTORY     - Date     Condition        Report By
 LH0826  HISTORY     - 1934     MONUMENTED       CGS
 LH0826  HISTORY     - 1961     MARK NOT FOUND   USGS
 LH0826
 LH0826                          STATION DESCRIPTION
 LH0826
 LH0826'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LH0826'10.2 MI N FROM LEXINGTON.
 LH0826'10.2 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COUNTY
 LH0826'COURTHOUSE AT LEXINGTON, 0.4 MILE SOUTH OF THE ENTRANCE TO A
 LH0826'WINDMILL AND AN ABANDONED FARMHOUSE, 138 FEET NORTH OF AN
 LH0826'EAST-AND-WEST FENCE, 120 FEET NORTHWEST OF THE WEST
 LH0826'CONCRETE WINGWALL OF A LARGE PIPE CULVERT, 135 FEET WEST OF THE
 LH0826'CENTERLINE OF THE HIGHWAY, 19 FEET WEST OF THE CENTERLINE OF THE
 LH0826'OLD HIGHWAY GRADE, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 LH0826'A STANDARD DISK, STAMPED E 60 1934 AND SET IN THE TOP OF A
 LH0826'CONCRETE POST.  NOTE-- UNABLE TO LOCATE POST.  UNUSUALLY HIGH
 LH0826'GRASSES, ABSENCE OF SOME OF THE REFERENCES AND MODIFICATION OF
 LH0826'THE OTHERS DUE TO ROAD CHANGES MADE IT DIFFICULT TO
 LH0826'DETERMINE EXACT LOCATION OF POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0171 ***********************************************************************
 NP0171  DESIGNATION -  E 61
 NP0171  PID         -  NP0171
 NP0171  STATE/COUNTY-  NE/SHERIDAN
 NP0171  USGS QUAD   -  JESSE LAKE (1989)
 NP0171
 NP0171                         *CURRENT SURVEY CONTROL
 NP0171  ___________________________________________________________________
 NP0171* NAD 83(1986)-  42 05 16.     (N)    102 43 02.     (W)     SCALED    
 NP0171* NAVD 88     -      1189.926  (meters)    3903.95   (feet)  ADJUSTED  
 NP0171  ___________________________________________________________________
 NP0171  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 NP0171  DYNAMIC HT  -        1189.234 (meters)    3901.68  (feet)  COMP
 NP0171  MODELED GRAV-     979,999.2   (mgal)                       NAVD 88
 NP0171
 NP0171  VERT ORDER  -  SECOND    CLASS 0
 NP0171
 NP0171.The horizontal coordinates were scaled from a topographic map and have
 NP0171.an estimated accuracy of +/- 6 seconds.
 NP0171
 NP0171.The orthometric height was determined by differential leveling
 NP0171.and adjusted by the National Geodetic Survey in June 1991..
 NP0171
 NP0171.The geoid height was determined by GEOID03.
 NP0171
 NP0171.The dynamic height is computed by dividing the NAVD 88
 NP0171.geopotential number by the normal gravity value computed on the
 NP0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0171.degrees latitude (g = 980.6199 gals.).
 NP0171
 NP0171.The modeled gravity was interpolated from observed gravity values.
 NP0171
 NP0171;                    North         East    Units  Estimated Accuracy
 NP0171;SPC NE       -   253,840.      275,290.      MT  (+/- 180 meters Scaled)
 NP0171
 NP0171                          SUPERSEDED SURVEY CONTROL
 NP0171
 NP0171  NGVD 29 (??/??/92) 1189.353  (m)         3902.07   (f) ADJ UNCH    2 0
 NP0171
 NP0171.Superseded values are not recommended for survey control.
 NP0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0171.See file dsdata.txt to determine how the superseded data were derived.
 NP0171
 NP0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG887620(NAD 83)
 NP0171_MARKER: DB = BENCH MARK DISK
 NP0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0171_STAMPING: E 61 1934
 NP0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0171+STABILITY: SURFACE MOTION
 NP0171
 NP0171  HISTORY     - Date     Condition        Report By
 NP0171  HISTORY     - 1934     MONUMENTED       CGS
 NP0171  HISTORY     - 1940     GOOD             NGS
 NP0171
 NP0171                          STATION DESCRIPTION
 NP0171
 NP0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NP0171'7 MI W FROM ANTIOCH.
 NP0171'7.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0171'FROM THE STATION AT ANTIOCH SHERIDAN COUNTY, 0.4 MILE WEST OF
 NP0171'MILEPOST 357, AT THE SOUTH SHOULDER OF THE SOUTH BORROW PIT,
 NP0171'275 FEET EAST OF THE CENTER OF A ROAD CROSSING, 41.8 FEET SOUTH
 NP0171'OF THE SOUTH RAIL, 2.5 FEET EAST OF A 4- BY 4-INCH WHITE POST
 NP0171'PROJECTING ABOUT 1.7 FEET ABOVE GROUND, AND 5.0 FEET LOWER THAN
 NP0171'THE TRACK.  A STANDARD DISK, STAMPED E 61 1934 AND SET IN THE
 NP0171'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0110 ***********************************************************************
 NO0110  DESIGNATION -  E 63
 NO0110  PID         -  NO0110
 NO0110  STATE/COUNTY-  NE/HOOKER
 NO0110  USGS QUAD   -  SENECA (1987)
 NO0110
 NO0110                         *CURRENT SURVEY CONTROL
 NO0110  ___________________________________________________________________
 NO0110* NAD 83(1986)-  42 02 39.     (N)    100 51 57.     (W)     SCALED    
 NO0110* NAVD 88     -       907.526  (meters)    2977.44   (feet)  ADJUSTED  
 NO0110  ___________________________________________________________________
 NO0110  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 NO0110  DYNAMIC HT  -         907.047 (meters)    2975.87  (feet)  COMP
 NO0110  MODELED GRAV-     980,063.7   (mgal)                       NAVD 88
 NO0110
 NO0110  VERT ORDER  -  SECOND    CLASS 0
 NO0110
 NO0110.The horizontal coordinates were scaled from a topographic map and have
 NO0110.an estimated accuracy of +/- 6 seconds.
 NO0110
 NO0110.The orthometric height was determined by differential leveling
 NO0110.and adjusted by the National Geodetic Survey in June 1991..
 NO0110
 NO0110.The geoid height was determined by GEOID03.
 NO0110
 NO0110.The dynamic height is computed by dividing the NAVD 88
 NO0110.geopotential number by the normal gravity value computed on the
 NO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0110.degrees latitude (g = 980.6199 gals.).
 NO0110
 NO0110.The modeled gravity was interpolated from observed gravity values.
 NO0110
 NO0110;                    North         East    Units  Estimated Accuracy
 NO0110;SPC NE       -   245,820.      428,340.      MT  (+/- 180 meters Scaled)
 NO0110
 NO0110                          SUPERSEDED SURVEY CONTROL
 NO0110
 NO0110  NGVD 29 (??/??/92)  907.185  (m)         2976.32   (f) ADJ UNCH    2 0
 NO0110
 NO0110.Superseded values are not recommended for survey control.
 NO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0110.See file dsdata.txt to determine how the superseded data were derived.
 NO0110
 NO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM455563(NAD 83)
 NO0110_MARKER: DB = BENCH MARK DISK
 NO0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0110_STAMPING: E 63 1934
 NO0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0110+STABILITY: SURFACE MOTION
 NO0110
 NO0110  HISTORY     - Date     Condition        Report By
 NO0110  HISTORY     - 1934     MONUMENTED       CGS
 NO0110
 NO0110                          STATION DESCRIPTION
 NO0110
 NO0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0110'1.8 MI W FROM SENECA.
 NO0110'IN HOOKER COUNTY, 1.8 MILES WEST ALONG THE CHICAGO, BURLINGTON
 NO0110'AND QUINCY RAILROAD FROM THE STATION AT SENECA, THOMAS COUNTY,
 NO0110'65 RAILS WEST OF MILEPOST 259, 72 YARDS EAST OF THE CENTER OF THE
 NO0110'JUNCTION OF STATE HIGHWAY 2 AND A ROAD LEADING NORTH, 100 FEET
 NO0110'EAST OF AN IRON PIPE CULVERT, 31.1 FEET NORTH OF THE NORTH
 NO0110'RAIL, AND 25.0 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 NO0110'E 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0012 ***********************************************************************
 MM0012  DESIGNATION -  E 64
 MM0012  PID         -  MM0012
 MM0012  STATE/COUNTY-  NE/BLAINE
 MM0012  USGS QUAD   -  DUNNING SW (1986)
 MM0012
 MM0012                         *CURRENT SURVEY CONTROL
 MM0012  ___________________________________________________________________
 MM0012* NAD 83(1986)-  41 50 38.     (N)    100 08 45.     (W)     SCALED    
 MM0012* NAVD 88     -       803.625  (meters)    2636.56   (feet)  ADJUSTED  
 MM0012  ___________________________________________________________________
 MM0012  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 MM0012  DYNAMIC HT  -         803.212 (meters)    2635.20  (feet)  COMP
 MM0012  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 MM0012
 MM0012  VERT ORDER  -  SECOND    CLASS 0
 MM0012
 MM0012.The horizontal coordinates were scaled from a topographic map and have
 MM0012.an estimated accuracy of +/- 6 seconds.
 MM0012
 MM0012.The orthometric height was determined by differential leveling
 MM0012.and adjusted by the National Geodetic Survey in June 1991..
 MM0012
 MM0012.The geoid height was determined by GEOID03.
 MM0012
 MM0012.The dynamic height is computed by dividing the NAVD 88
 MM0012.geopotential number by the normal gravity value computed on the
 MM0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0012.degrees latitude (g = 980.6199 gals.).
 MM0012
 MM0012.The modeled gravity was interpolated from observed gravity values.
 MM0012
 MM0012;                    North         East    Units  Estimated Accuracy
 MM0012;SPC NE       -   223,230.      487,890.      MT  (+/- 180 meters Scaled)
 MM0012
 MM0012                          SUPERSEDED SURVEY CONTROL
 MM0012
 MM0012  NGVD 29 (??/??/92)  803.332  (m)         2635.60   (f) ADJ UNCH    2 0
 MM0012
 MM0012.Superseded values are not recommended for survey control.
 MM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0012.See file dsdata.txt to determine how the superseded data were derived.
 MM0012
 MM0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM048330(NAD 83)
 MM0012_MARKER: DB = BENCH MARK DISK
 MM0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0012_STAMPING: E 64 1934
 MM0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0012+STABILITY: SURFACE MOTION
 MM0012
 MM0012  HISTORY     - Date     Condition        Report By
 MM0012  HISTORY     - 1934     MONUMENTED       CGS
 MM0012
 MM0012                          STATION DESCRIPTION
 MM0012
 MM0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0012'2.2 MI NW FROM DUNNING.
 MM0012'2.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0012'RAILROAD FROM THE STATION AT DUNNING, BLAINE COUNTY, 0.4 MILE
 MM0012'EAST OF MILEPOST 218, 45.5 FEET NORTH OF THE NORTH RAIL, 10.0
 MM0012'FEET EAST OF A POLE, AND IN LINE WITH A ROW OF POLES.  A
 MM0012'STANDARD DISK, STAMPED E 64 1934 AND SET IN THE TOP OF A CONCRETE
 MM0012'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0177 ***********************************************************************
 MM0177  DESIGNATION -  E 65
 MM0177  PID         -  MM0177
 MM0177  STATE/COUNTY-  NE/LOGAN
 MM0177  USGS QUAD   -  CODY LAKE (1986)
 MM0177
 MM0177                         *CURRENT SURVEY CONTROL
 MM0177  ___________________________________________________________________
 MM0177* NAD 83(1986)-  41 32 51.     (N)    100 31 43.     (W)     SCALED    
 MM0177* NAVD 88     -       909.561  (meters)    2984.12   (feet)  ADJUSTED  
 MM0177  ___________________________________________________________________
 MM0177  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 MM0177  DYNAMIC HT  -         909.058 (meters)    2982.47  (feet)  COMP
 MM0177  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 MM0177
 MM0177  VERT ORDER  -  SECOND    CLASS 0
 MM0177
 MM0177.The horizontal coordinates were scaled from a topographic map and have
 MM0177.an estimated accuracy of +/- 6 seconds.
 MM0177
 MM0177.The orthometric height was determined by differential leveling
 MM0177.and adjusted by the National Geodetic Survey in June 1991..
 MM0177
 MM0177.The geoid height was determined by GEOID03.
 MM0177
 MM0177.The dynamic height is computed by dividing the NAVD 88
 MM0177.geopotential number by the normal gravity value computed on the
 MM0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0177.degrees latitude (g = 980.6199 gals.).
 MM0177
 MM0177.The modeled gravity was interpolated from observed gravity values.
 MM0177
 MM0177;                    North         East    Units  Estimated Accuracy
 MM0177;SPC NE       -   190,450.      455,910.      MT  (+/- 180 meters Scaled)
 MM0177
 MM0177                          SUPERSEDED SURVEY CONTROL
 MM0177
 MM0177  NGVD 29 (??/??/92)  909.251  (m)         2983.10   (f) ADJ UNCH    2 0
 MM0177
 MM0177.Superseded values are not recommended for survey control.
 MM0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0177.See file dsdata.txt to determine how the superseded data were derived.
 MM0177
 MM0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM725006(NAD 83)
 MM0177_MARKER: DB = BENCH MARK DISK
 MM0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0177_STAMPING: E 65 1934
 MM0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0177+STABILITY: SURFACE MOTION
 MM0177
 MM0177  HISTORY     - Date     Condition        Report By
 MM0177  HISTORY     - 1934     MONUMENTED       CGS
 MM0177  HISTORY     - 1949     MARK NOT FOUND   NGS
 MM0177  HISTORY     - 19851031 MARK NOT FOUND   USPSQD
 MM0177
 MM0177                          STATION DESCRIPTION
 MM0177
 MM0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0177'5.9 MI N FROM STAPLETON.
 MM0177'ABOUT 5.9 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0177'PACIFIC RAILROAD STATION AT STAPLETON, LOGAN COUNTY, ABOUT 19.2
 MM0177'MILES SOUTH OF A BRIDGE OVER THE DISMAL RIVER, AT THE NORTH
 MM0177'ENTRANCE TO A LARGE FLAT, AND 83.6 FEET EAST OF THE CENTER
 MM0177'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 65 1934 AND
 MM0177'SET IN THE TOP OF A CONCRETE POST.
 MM0177
 MM0177                          STATION RECOVERY (1949)
 MM0177
 MM0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 MM0177'MARK NOT FOUND.
 MM0177
 MM0177                          STATION RECOVERY (1985)
 MM0177
 MM0177'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 MM0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0458 ***********************************************************************
 NN0458  DESIGNATION -  E 67
 NN0458  PID         -  NN0458
 NN0458  STATE/COUNTY-  NE/BLAINE
 NN0458  USGS QUAD   -  GOLDMAN LAKE SE (1982)
 NN0458
 NN0458                         *CURRENT SURVEY CONTROL
 NN0458  ___________________________________________________________________
 NN0458* NAD 83(1986)-  42 01 41.     (N)    099 51 32.     (W)     SCALED    
 NN0458* NAVD 88     -       778.393  (meters)    2553.78   (feet)  ADJUSTED  
 NN0458  ___________________________________________________________________
 NN0458  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 NN0458  DYNAMIC HT  -         778.021 (meters)    2552.56  (feet)  COMP
 NN0458  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 NN0458
 NN0458  VERT ORDER  -  SECOND    CLASS 0
 NN0458
 NN0458.The horizontal coordinates were scaled from a topographic map and have
 NN0458.an estimated accuracy of +/- 6 seconds.
 NN0458
 NN0458.The orthometric height was determined by differential leveling
 NN0458.and adjusted by the National Geodetic Survey in June 1991..
 NN0458
 NN0458.The geoid height was determined by GEOID03.
 NN0458
 NN0458.The dynamic height is computed by dividing the NAVD 88
 NN0458.geopotential number by the normal gravity value computed on the
 NN0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0458.degrees latitude (g = 980.6199 gals.).
 NN0458
 NN0458.The modeled gravity was interpolated from observed gravity values.
 NN0458
 NN0458;                    North         East    Units  Estimated Accuracy
 NN0458;SPC NE       -   243,680.      511,680.      MT  (+/- 180 meters Scaled)
 NN0458
 NN0458                          SUPERSEDED SURVEY CONTROL
 NN0458
 NN0458  NGVD 29 (??/??/92)  778.100  (m)         2552.82   (f) ADJ UNCH    2 0
 NN0458
 NN0458.Superseded values are not recommended for survey control.
 NN0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0458.See file dsdata.txt to determine how the superseded data were derived.
 NN0458
 NN0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM289532(NAD 83)
 NN0458_MARKER: DB = BENCH MARK DISK
 NN0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0458_STAMPING: E 67 1935
 NN0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0458+STABILITY: SURFACE MOTION
 NN0458
 NN0458  HISTORY     - Date     Condition        Report By
 NN0458  HISTORY     - 1935     MONUMENTED       CGS
 NN0458  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0458
 NN0458                          STATION DESCRIPTION
 NN0458
 NN0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0458'7.6 MI N FROM BREWSTER.
 NN0458'ABOUT 7.6 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0458'COURTHOUSE AT BREWSTER, BLAINE COUNTY, AT THE JUNCTION OF A ROAD
 NN0458'LEADING EAST, 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 NN0458'26.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 8.7 FEET NORTH
 NN0458'OF THE NORTH END OF THE ENTRANCE TO A FIELD, AND 2 FEET WEST OF
 NN0458'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 67 1935 AND
 NN0458'SET IN THE TOP OF A CONCRETE POST.
 NN0458
 NN0458                          STATION RECOVERY (1975)
 NN0458
 NN0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0092 ***********************************************************************
 MM0092  DESIGNATION -  E 7
 MM0092  PID         -  MM0092
 MM0092  STATE/COUNTY-  NE/LINCOLN
 MM0092  USGS QUAD   -  MAXWELL SW (1983)
 MM0092
 MM0092                         *CURRENT SURVEY CONTROL
 MM0092  ___________________________________________________________________
 MM0092* NAD 83(1986)-  41 07 07.     (N)    100 39 13.     (W)     SCALED    
 MM0092* NAVD 88     -       843.394  (meters)    2767.04   (feet)  ADJUSTED  
 MM0092  ___________________________________________________________________
 MM0092  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 MM0092  DYNAMIC HT  -         842.896 (meters)    2765.40  (feet)  COMP
 MM0092  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 MM0092
 MM0092  VERT ORDER  -  FIRST     CLASS II
 MM0092
 MM0092.The horizontal coordinates were scaled from a topographic map and have
 MM0092.an estimated accuracy of +/- 6 seconds.
 MM0092
 MM0092.The orthometric height was determined by differential leveling
 MM0092.and adjusted by the National Geodetic Survey in June 1991..
 MM0092.WARNING-Repeat measurements at this control monument indicate possible
 MM0092.vertical movement.
 MM0092
 MM0092.The geoid height was determined by GEOID03.
 MM0092
 MM0092.The dynamic height is computed by dividing the NAVD 88
 MM0092.geopotential number by the normal gravity value computed on the
 MM0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0092.degrees latitude (g = 980.6199 gals.).
 MM0092
 MM0092.The modeled gravity was interpolated from observed gravity values.
 MM0092
 MM0092;                    North         East    Units  Estimated Accuracy
 MM0092;SPC NE       -   142,910.      445,130.      MT  (+/- 180 meters Scaled)
 MM0092
 MM0092                          SUPERSEDED SURVEY CONTROL
 MM0092
 MM0092  NGVD 29 (02/14/92)  843.042  (m)         2765.88   (f) ADJUSTED    1 2
 MM0092
 MM0092.Superseded values are not recommended for survey control.
 MM0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0092.See file dsdata.txt to determine how the superseded data were derived.
 MM0092
 MM0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL611532(NAD 83)
 MM0092_MARKER: DB = BENCH MARK DISK
 MM0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0092_SP_SET: CONCRETE POST
 MM0092_STAMPING: E 7 1933 2765.880
 MM0092_MARK LOGO: CGS   
 MM0092_PROJECTION: RECESSED 20 CENTIMETERS
 MM0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0092+STABILITY: SURFACE MOTION
 MM0092
 MM0092  HISTORY     - Date     Condition        Report By
 MM0092  HISTORY     - 1933     MONUMENTED       CGS
 MM0092  HISTORY     - 1963     GOOD             NGS
 MM0092  HISTORY     - 1986     GOOD             NGS
 MM0092
 MM0092                          STATION DESCRIPTION
 MM0092
 MM0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0092'6.1 MI SE FROM NORTH PLATTE.
 MM0092'ABOUT 6.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0092'THE STATION AT NORTH PLATTE, LINCOLN COUNTY, ABOUT 4 POLES
 MM0092'SOUTHEAST OF MILEPOST 278, AT A ROAD CROSSING, 15 FEET WEST
 MM0092'OF THE CENTER LINE OF THE ROAD, 79.8 FEET SOUTH OF THE SOUTH
 MM0092'RAIL OF THE SOUTH MAIN TRACK, 39 FEET NORTH OF THE CENTER LINE
 MM0092'OF U.S. HIGHWAY 30, AND 6 FEET NORTH OF THE SOUTH RAILROAD
 MM0092'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2765.880 E 7 1933
 MM0092'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 MM0092'ABOVE GROUND.
 MM0092
 MM0092                          STATION RECOVERY (1963)
 MM0092
 MM0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MM0092'RECOVERED IN GOOD CONDITION.
 MM0092
 MM0092                          STATION RECOVERY (1986)
 MM0092
 MM0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0092'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.8 KM (6.1
 MM0092'MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 83
 MM0092'AT NORTH PLATTE, 35.3 METERS (116 FT) EAST ACROSS THE HIGHWAY FROM
 MM0092'MILEPOST 184, IN THE NORTH CORNER OF THE T JUNCTION OF A ROAD CROSSING
 MM0092'THE UNION PACIFIC RAILROAD, ALSO 12.35 KM (7.7 MI) NORTHWEST OF
 MM0092'MAXWELL, 11.9 METERS (39 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 24.4
 MM0092'METERS (80 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND 4.5 METERS (15 FT)
 MM0092'NORTHWEST OF THE CENTER OF THE ROAD.
 MM0092'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 MM0092'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0870 ***********************************************************************
 ML0870  DESIGNATION -  E 72
 ML0870  PID         -  ML0870
 ML0870  STATE/COUNTY-  NE/LOUP
 ML0870  USGS QUAD   -  ALMERIA NE (1978)
 ML0870
 ML0870                         *CURRENT SURVEY CONTROL
 ML0870  ___________________________________________________________________
 ML0870* NAD 83(1986)-  41 53 35.     (N)    099 36 18.     (W)     SCALED    
 ML0870* NAVD 88     -       728.015  (meters)    2388.50   (feet)  ADJUSTED  
 ML0870  ___________________________________________________________________
 ML0870  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 ML0870  DYNAMIC HT  -         727.670 (meters)    2387.36  (feet)  COMP
 ML0870  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 ML0870
 ML0870  VERT ORDER  -  SECOND    CLASS 0
 ML0870
 ML0870.The horizontal coordinates were scaled from a topographic map and have
 ML0870.an estimated accuracy of +/- 6 seconds.
 ML0870
 ML0870.The orthometric height was determined by differential leveling
 ML0870.and adjusted by the National Geodetic Survey in June 1991..
 ML0870
 ML0870.The geoid height was determined by GEOID03.
 ML0870
 ML0870.The dynamic height is computed by dividing the NAVD 88
 ML0870.geopotential number by the normal gravity value computed on the
 ML0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0870.degrees latitude (g = 980.6199 gals.).
 ML0870
 ML0870.The modeled gravity was interpolated from observed gravity values.
 ML0870
 ML0870;                    North         East    Units  Estimated Accuracy
 ML0870;SPC NE       -   228,760.      532,770.      MT  (+/- 180 meters Scaled)
 ML0870
 ML0870                          SUPERSEDED SURVEY CONTROL
 ML0870
 ML0870  NGVD 29 (??/??/92)  727.751  (m)         2387.63   (f) ADJ UNCH    2 0
 ML0870
 ML0870.Superseded values are not recommended for survey control.
 ML0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0870.See file dsdata.txt to determine how the superseded data were derived.
 ML0870
 ML0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM498380(NAD 83)
 ML0870_MARKER: DB = BENCH MARK DISK
 ML0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0870_STAMPING: E-72 1935
 ML0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0870+STABILITY: SURFACE MOTION
 ML0870
 ML0870  HISTORY     - Date     Condition        Report By
 ML0870  HISTORY     - 1935     MONUMENTED       CGS
 ML0870
 ML0870                          STATION DESCRIPTION
 ML0870
 ML0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0870'16.1 MI E FROM BREWSTER.
 ML0870'16.1 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0870'HIGHWAY 53 BETWEEN TAYLOR AND BREWSTER, 55 FEET EAST OF THE
 ML0870'CENTER LINE OF THE HIGHWAY, 47 FEET EAST OF THE EAST END OF
 ML0870'CATTLEGATE, 1.0 FOOT SOUTH OF LINE FENCE, AND 13 FEET EAST OF
 ML0870'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0086 ***********************************************************************
 NO0086  DESIGNATION -  E 73
 NO0086  PID         -  NO0086
 NO0086  STATE/COUNTY-  NE/CHERRY
 NO0086  USGS QUAD   -  MULE LAKE (1985)
 NO0086
 NO0086                         *CURRENT SURVEY CONTROL
 NO0086  ___________________________________________________________________
 NO0086* NAD 83(1986)-  42 29 31.     (N)    100 38 15.     (W)     SCALED    
 NO0086* NAVD 88     -       900.625  (meters)    2954.80   (feet)  ADJUSTED  
 NO0086  ___________________________________________________________________
 NO0086  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 NO0086  DYNAMIC HT  -         900.200 (meters)    2953.41  (feet)  COMP
 NO0086  MODELED GRAV-     980,118.9   (mgal)                       NAVD 88
 NO0086
 NO0086  VERT ORDER  -  SECOND    CLASS 0
 NO0086
 NO0086.The horizontal coordinates were scaled from a topographic map and have
 NO0086.an estimated accuracy of +/- 6 seconds.
 NO0086
 NO0086.The orthometric height was determined by differential leveling
 NO0086.and adjusted by the National Geodetic Survey in June 1991..
 NO0086
 NO0086.The geoid height was determined by GEOID03.
 NO0086
 NO0086.The dynamic height is computed by dividing the NAVD 88
 NO0086.geopotential number by the normal gravity value computed on the
 NO0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0086.degrees latitude (g = 980.6199 gals.).
 NO0086
 NO0086.The modeled gravity was interpolated from observed gravity values.
 NO0086
 NO0086;                    North         East    Units  Estimated Accuracy
 NO0086;SPC NE       -   295,380.      447,600.      MT  (+/- 180 meters Scaled)
 NO0086
 NO0086                          SUPERSEDED SURVEY CONTROL
 NO0086
 NO0086  NGVD 29 (??/??/92)  900.309  (m)         2953.76   (f) ADJ UNCH    2 0
 NO0086
 NO0086.Superseded values are not recommended for survey control.
 NO0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0086.See file dsdata.txt to determine how the superseded data were derived.
 NO0086
 NO0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN654056(NAD 83)
 NO0086_MARKER: DB = BENCH MARK DISK
 NO0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0086_STAMPING: E 73 1934
 NO0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0086+STABILITY: SURFACE MOTION
 NO0086
 NO0086  HISTORY     - Date     Condition        Report By
 NO0086  HISTORY     - 1934     MONUMENTED       CGS
 NO0086  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0086
 NO0086                          STATION DESCRIPTION
 NO0086
 NO0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0086'4.6 MI NE FROM CONTERRA.
 NO0086'ABOUT 4.6 MILES NORTHEAST ALONG THE SIMEON ROAD FROM THE POST
 NO0086'OFFICE AT CONTERRA, CHERRY COUNTY, ABOUT 80 FEET WEST OF AN
 NO0086'AUTOMOBILE GATE, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 NO0086'24 FEET EAST OF A FENCE CORNER, AND 2 FEET NORTH OF THE FENCE.
 NO0086'A STANDARD DISK, STAMPED E 73 1934 AND SET IN THE TOP OF A CONCRETE
 NO0086'POST.
 NO0086
 NO0086                          STATION RECOVERY (1984)
 NO0086
 NO0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0017 ***********************************************************************
 MN0017  DESIGNATION -  E 74
 MN0017  PID         -  MN0017
 MN0017  STATE/COUNTY-  NE/GARDEN
 MN0017  USGS QUAD   -  HESSEY LAKE (1986)
 MN0017
 MN0017                         *CURRENT SURVEY CONTROL
 MN0017  ___________________________________________________________________
 MN0017* NAD 83(1986)-  41 50 08.     (N)    102 20 33.     (W)     SCALED    
 MN0017* NAVD 88     -      1175.686  (meters)    3857.23   (feet)  ADJUSTED  
 MN0017  ___________________________________________________________________
 MN0017  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 MN0017  DYNAMIC HT  -        1174.983 (meters)    3854.92  (feet)  COMP
 MN0017  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 MN0017
 MN0017  VERT ORDER  -  SECOND    CLASS 0
 MN0017
 MN0017.The horizontal coordinates were scaled from a topographic map and have
 MN0017.an estimated accuracy of +/- 6 seconds.
 MN0017
 MN0017.The orthometric height was determined by differential leveling
 MN0017.and adjusted by the National Geodetic Survey in June 1991..
 MN0017
 MN0017.The geoid height was determined by GEOID03.
 MN0017
 MN0017.The dynamic height is computed by dividing the NAVD 88
 MN0017.geopotential number by the normal gravity value computed on the
 MN0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0017.degrees latitude (g = 980.6199 gals.).
 MN0017
 MN0017.The modeled gravity was interpolated from observed gravity values.
 MN0017
 MN0017;                    North         East    Units  Estimated Accuracy
 MN0017;SPC NE       -   224,930.      305,510.      MT  (+/- 180 meters Scaled)
 MN0017
 MN0017                          SUPERSEDED SURVEY CONTROL
 MN0017
 MN0017  NGVD 29 (??/??/92) 1175.140  (m)         3855.44   (f) ADJ UNCH    2 0
 MN0017
 MN0017.Superseded values are not recommended for survey control.
 MN0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0017.See file dsdata.txt to determine how the superseded data were derived.
 MN0017
 MN0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG206349(NAD 83)
 MN0017_MARKER: DB = BENCH MARK DISK
 MN0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0017_STAMPING: E 74 1934
 MN0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0017+STABILITY: SURFACE MOTION
 MN0017
 MN0017  HISTORY     - Date     Condition        Report By
 MN0017  HISTORY     - 1934     MONUMENTED       CGS
 MN0017  HISTORY     - 1938     GOOD             NGS
 MN0017  HISTORY     - 1984     MARK NOT FOUND   USGS
 MN0017
 MN0017                          STATION DESCRIPTION
 MN0017
 MN0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0017'19.1 MI S FROM ELLSWORTH.
 MN0017'IN GARDEN COUNTY, 19.1 MILES SOUTH ALONG STATE HIGHWAY 27 AND
 MN0017'THE MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0017'STATION AT ELLSWORTH, SHERIDAN COUNTY, 0.2 MILE NORTHEAST OF A
 MN0017'GROUP OF THREE HOUSES, 36 FEET WEST OF THE CENTER OF AN AUTO
 MN0017'GATE, AND 3 FEET SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD
 MN0017'DISK, STAMPED E 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0017
 MN0017                          STATION RECOVERY (1938)
 MN0017
 MN0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MN0017'RECOVERED IN GOOD CONDITION.
 MN0017
 MN0017                          STATION RECOVERY (1984)
 MN0017
 MN0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MN0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0087 ***********************************************************************
 NP0087  DESIGNATION -  E 75
 NP0087  PID         -  NP0087
 NP0087  STATE/COUNTY-  NE/SHERIDAN
 NP0087  USGS QUAD   -  DOLLY WARDEN LAKE (1989)
 NP0087
 NP0087                         *CURRENT SURVEY CONTROL
 NP0087  ___________________________________________________________________
 NP0087* NAD 83(1986)-  42 22 32.     (N)    102 08 19.     (W)     SCALED    
 NP0087* NAVD 88     -      1175.247  (meters)    3855.79   (feet)  ADJUSTED  
 NP0087  ___________________________________________________________________
 NP0087  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 NP0087  DYNAMIC HT  -        1174.626 (meters)    3853.75  (feet)  COMP
 NP0087  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 NP0087
 NP0087  VERT ORDER  -  SECOND    CLASS 0
 NP0087
 NP0087.The horizontal coordinates were scaled from a topographic map and have
 NP0087.an estimated accuracy of +/- 6 seconds.
 NP0087
 NP0087.The orthometric height was determined by differential leveling
 NP0087.and adjusted by the National Geodetic Survey in June 1991..
 NP0087
 NP0087.The geoid height was determined by GEOID03.
 NP0087
 NP0087.The dynamic height is computed by dividing the NAVD 88
 NP0087.geopotential number by the normal gravity value computed on the
 NP0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0087.degrees latitude (g = 980.6199 gals.).
 NP0087
 NP0087.The modeled gravity was interpolated from observed gravity values.
 NP0087
 NP0087;                    North         East    Units  Estimated Accuracy
 NP0087;SPC NE       -   284,440.      323,920.      MT  (+/- 180 meters Scaled)
 NP0087
 NP0087                          SUPERSEDED SURVEY CONTROL
 NP0087
 NP0087  NGVD 29 (??/??/92) 1174.724  (m)         3854.07   (f) ADJ UNCH    2 0
 NP0087
 NP0087.Superseded values are not recommended for survey control.
 NP0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0087.See file dsdata.txt to determine how the superseded data were derived.
 NP0087
 NP0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG355954(NAD 83)
 NP0087_MARKER: DB = BENCH MARK DISK
 NP0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0087_STAMPING: E 75 1934
 NP0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0087+STABILITY: SURFACE MOTION
 NP0087
 NP0087  HISTORY     - Date     Condition        Report By
 NP0087  HISTORY     - 1934     MONUMENTED       CGS
 NP0087  HISTORY     - 1948     MARK NOT FOUND   USGS
 NP0087
 NP0087                          STATION DESCRIPTION
 NP0087
 NP0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0087'28.9 MI N FROM ELLSWORTH.
 NP0087'28.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0087'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0087'COUNTY, 8 MILES SOUTH OF THE SPRING LAKE RANCH, AT THE SOUTH
 NP0087'GATE TO THE J.B. STRASBURGER RANCH, 18 FEET WEST OF THE CENTER
 NP0087'OF AN AUTO GATE, AND 1-1/2 FEET SOUTH OF THE YARD FENCE.  A
 NP0087'STANDARD DISK, STAMPED E 75 1934 AND SET IN THE TOP OF A CONCRETE
 NP0087'POST.
 NP0087
 NP0087                          STATION RECOVERY (1948)
 NP0087
 NP0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 NP0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0226 ***********************************************************************
 MN0226  DESIGNATION -  E 76
 MN0226  PID         -  MN0226
 MN0226  STATE/COUNTY-  NE/KIMBALL
 MN0226  USGS QUAD   -  BUSHNELL (1972)
 MN0226
 MN0226                         *CURRENT SURVEY CONTROL
 MN0226  ___________________________________________________________________
 MN0226* NAD 83(1986)-  41 13 50.     (N)    103 53 31.     (W)     SCALED    
 MN0226* NAVD 88     -      1484.491  (meters)    4870.37   (feet)  ADJUSTED  
 MN0226  ___________________________________________________________________
 MN0226  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 MN0226  DYNAMIC HT  -        1483.383 (meters)    4866.73  (feet)  COMP
 MN0226  MODELED GRAV-     979,824.8   (mgal)                       NAVD 88
 MN0226
 MN0226  VERT ORDER  -  SECOND    CLASS 0
 MN0226
 MN0226.The horizontal coordinates were scaled from a topographic map and have
 MN0226.an estimated accuracy of +/- 6 seconds.
 MN0226
 MN0226.The orthometric height was determined by differential leveling
 MN0226.and adjusted by the National Geodetic Survey in June 1991..
 MN0226
 MN0226.The geoid height was determined by GEOID03.
 MN0226
 MN0226.The dynamic height is computed by dividing the NAVD 88
 MN0226.geopotential number by the normal gravity value computed on the
 MN0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0226.degrees latitude (g = 980.6199 gals.).
 MN0226
 MN0226.The modeled gravity was interpolated from observed gravity values.
 MN0226
 MN0226;                    North         East    Units  Estimated Accuracy
 MN0226;SPC NE       -   162,470.      173,910.      MT  (+/- 180 meters Scaled)
 MN0226
 MN0226                          SUPERSEDED SURVEY CONTROL
 MN0226
 MN0226  NGVD 29 (??/??/92) 1483.755  (m)         4867.95   (f) ADJ UNCH    2 0
 MN0226
 MN0226.Superseded values are not recommended for survey control.
 MN0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0226.See file dsdata.txt to determine how the superseded data were derived.
 MN0226
 MN0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF928649(NAD 83)
 MN0226_MARKER: DB = BENCH MARK DISK
 MN0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0226_SP_SET: WATER TANK
 MN0226_STAMPING: E 76 1934
 MN0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0226
 MN0226  HISTORY     - Date     Condition        Report By
 MN0226  HISTORY     - 1934     MONUMENTED       CGS
 MN0226  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0226
 MN0226                          STATION DESCRIPTION
 MN0226
 MN0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0226'AT BUSHNELL.
 MN0226'AT BUSHNELL, KIMBALL COUNTY, ON THE UNION PACIFIC RAILROAD, 10
 MN0226'RAILS WEST OF THE STATION, 0.3 MILE EAST OF MILEPOST 457, 138.4
 MN0226'FEET NORTHWEST OF THE CENTER LINE OF THE MAIN TRACK, AT A WATER
 MN0226'TANK, IN THE MIDDLE OF THE SOUTH SIDE OF THE MAIN ABUTMENT, AND
 MN0226'ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MN0226'E 76 1934.
 MN0226
 MN0226                          STATION RECOVERY (1972)
 MN0226
 MN0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0107 ***********************************************************************
 MN0107  DESIGNATION -  E 77
 MN0107  PID         -  MN0107
 MN0107  STATE/COUNTY-  NE/CHEYENNE
 MN0107  USGS QUAD   -  SIDNEY (1972)
 MN0107
 MN0107                         *CURRENT SURVEY CONTROL
 MN0107  ___________________________________________________________________
 MN0107* NAD 83(1986)-  41 08 43.     (N)    102 58 50.     (W)     SCALED    
 MN0107* NAVD 88     -      1247.201  (meters)    4091.86   (feet)  ADJUSTED  
 MN0107  ___________________________________________________________________
 MN0107  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 MN0107  DYNAMIC HT  -        1246.326 (meters)    4088.99  (feet)  COMP
 MN0107  MODELED GRAV-     979,878.6   (mgal)                       NAVD 88
 MN0107
 MN0107  VERT ORDER  -  FIRST     CLASS II
 MN0107
 MN0107.The horizontal coordinates were scaled from a topographic map and have
 MN0107.an estimated accuracy of +/- 6 seconds.
 MN0107
 MN0107.The orthometric height was determined by differential leveling
 MN0107.and adjusted by the National Geodetic Survey in June 1991..
 MN0107.WARNING-Repeat measurements at this control monument indicate possible
 MN0107.vertical movement.
 MN0107
 MN0107.The geoid height was determined by GEOID03.
 MN0107
 MN0107.The dynamic height is computed by dividing the NAVD 88
 MN0107.geopotential number by the normal gravity value computed on the
 MN0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0107.degrees latitude (g = 980.6199 gals.).
 MN0107
 MN0107.The modeled gravity was interpolated from observed gravity values.
 MN0107
 MN0107;                    North         East    Units  Estimated Accuracy
 MN0107;SPC NE       -   149,970.      249,910.      MT  (+/- 180 meters Scaled)
 MN0107
 MN0107                          SUPERSEDED SURVEY CONTROL
 MN0107
 MN0107  NGVD 29 (??/??/92) 1246.628  (m)         4089.98   (f) ADJ UNCH    1 2
 MN0107
 MN0107.Superseded values are not recommended for survey control.
 MN0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0107.See file dsdata.txt to determine how the superseded data were derived.
 MN0107
 MN0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF694568(NAD 83)
 MN0107_MARKER: DB = BENCH MARK DISK
 MN0107_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MN0107+WITH SETTING: PAVEMENT
 MN0107_SP_SET: BUILDING STEP
 MN0107_STAMPING: E 77 1934
 MN0107_MARK LOGO: CGS   
 MN0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0107
 MN0107  HISTORY     - Date     Condition        Report By
 MN0107  HISTORY     - 1934     MONUMENTED       CGS
 MN0107  HISTORY     - 1982     POOR             USE
 MN0107  HISTORY     - 1985     GOOD             NGS
 MN0107
 MN0107                          STATION DESCRIPTION
 MN0107
 MN0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0107'AT SIDNEY.
 MN0107'AT SIDNEY, CHEYENNE COUNTY, ON THE UNION PACIFIC RAILROAD, 96
 MN0107'YARDS SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AT THE JOHN
 MN0107'DEERE IMPLEMENT CO. BUILDING AT 812 THIRTEENTH AVENUE, IN THE
 MN0107'FRONT OF THE BUILDING, 4.8 FEET SOUTH OF THE CENTER OF THE FRONT
 MN0107'DOORWAY, AND 1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 MN0107'E 77 1934.
 MN0107
 MN0107                          STATION RECOVERY (1982)
 MN0107
 MN0107'RECOVERY NOTE BY US ENGINEERS 1982
 MN0107'MARK RECOVERED IN POOR CONDITION.
 MN0107
 MN0107                          STATION RECOVERY (1985)
 MN0107
 MN0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0107'RECOVERED IN GOOD CONDITION.  THE 1934 DESCRIPTION IS ADEQUATE EXCEPT
 MN0107'THE BUILDING DESCRIBED IS NOW THE CABELAS SPORTING GOODS STORE.
 MN0107'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0541 ***********************************************************************
 MK0541  DESIGNATION -  E 78
 MK0541  PID         -  MK0541
 MK0541  STATE/COUNTY-  NE/SARPY
 MK0541  USGS QUAD   -  RALSTON (1984)
 MK0541
 MK0541                         *CURRENT SURVEY CONTROL
 MK0541  ___________________________________________________________________
 MK0541* NAD 83(1986)-  41 09 08.     (N)    096 00 50.     (W)     SCALED    
 MK0541* NAVD 88     -       303.903  (meters)     997.06   (feet)  ADJUSTED  
 MK0541  ___________________________________________________________________
 MK0541  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 MK0541  DYNAMIC HT  -         303.778 (meters)     996.64  (feet)  COMP
 MK0541  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 MK0541
 MK0541  VERT ORDER  -  SECOND    CLASS 0
 MK0541
 MK0541.The horizontal coordinates were scaled from a topographic map and have
 MK0541.an estimated accuracy of +/- 6 seconds.
 MK0541
 MK0541.The orthometric height was determined by differential leveling
 MK0541.and adjusted by the National Geodetic Survey in June 1991..
 MK0541
 MK0541.The geoid height was determined by GEOID03.
 MK0541
 MK0541.The dynamic height is computed by dividing the NAVD 88
 MK0541.geopotential number by the normal gravity value computed on the
 MK0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0541.degrees latitude (g = 980.6199 gals.).
 MK0541
 MK0541.The modeled gravity was interpolated from observed gravity values.
 MK0541
 MK0541;                    North         East    Units  Estimated Accuracy
 MK0541;SPC NE       -   154,140.      834,370.      MT  (+/- 180 meters Scaled)
 MK0541
 MK0541                          SUPERSEDED SURVEY CONTROL
 MK0541
 MK0541  NGVD 29 (??/??/92)  303.796  (m)          996.70   (f) ADJ UNCH    2 0
 MK0541
 MK0541.Superseded values are not recommended for survey control.
 MK0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0541.See file dsdata.txt to determine how the superseded data were derived.
 MK0541
 MK0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL505599(NAD 83)
 MK0541_MARKER: DB = BENCH MARK DISK
 MK0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0541_STAMPING: E 78 1934
 MK0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0541+STABILITY: SURFACE MOTION
 MK0541
 MK0541  HISTORY     - Date     Condition        Report By
 MK0541  HISTORY     - 1934     MONUMENTED       CGS
 MK0541  HISTORY     - 1955     MARK NOT FOUND   USGS
 MK0541
 MK0541                          STATION DESCRIPTION
 MK0541
 MK0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0541'1.6 MI E FROM PAPILLION.
 MK0541'ALONG THE UNION PACIFIC RAILROAD BETWEEN GILMORE AND MILLARD,
 MK0541'NEBRASKA, 127 FEET NORTH OF NORTH END OF BRIDGE OVER SMALL
 MK0541'CREEK, 78 FEET NORTH OF NORTH RAIL, 43 FEET WEST OF CENTER LINE
 MK0541'OF ROAD, 9 FEET SOUTH OF RIGHT OF WAY FENCE, AND ABOUT 6 FEET
 MK0541'BELOW THE LEVEL OF THE ROAD BED.
 MK0541
 MK0541                          STATION RECOVERY (1955)
 MK0541
 MK0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MK0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0669 ***********************************************************************
 MK0669  DESIGNATION -  E 79
 MK0669  PID         -  MK0669
 MK0669  STATE/COUNTY-  NE/SARPY
 MK0669  USGS QUAD   -  RALSTON (1984)
 MK0669
 MK0669                         *CURRENT SURVEY CONTROL
 MK0669  ___________________________________________________________________
 MK0669* NAD 83(1986)-  41 11 28.     (N)    096 03 26.     (W)     SCALED    
 MK0669* NAVD 88     -       345.530  (meters)    1133.63   (feet)  ADJUSTED  
 MK0669  ___________________________________________________________________
 MK0669  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 MK0669  DYNAMIC HT  -         345.387 (meters)    1133.16  (feet)  COMP
 MK0669  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 MK0669
 MK0669  VERT ORDER  -  SECOND    CLASS 0
 MK0669
 MK0669.The horizontal coordinates were scaled from a topographic map and have
 MK0669.an estimated accuracy of +/- 6 seconds.
 MK0669
 MK0669.The orthometric height was determined by differential leveling
 MK0669.and adjusted by the National Geodetic Survey in June 1991..
 MK0669
 MK0669.The geoid height was determined by GEOID03.
 MK0669
 MK0669.The dynamic height is computed by dividing the NAVD 88
 MK0669.geopotential number by the normal gravity value computed on the
 MK0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0669.degrees latitude (g = 980.6199 gals.).
 MK0669
 MK0669.The modeled gravity was interpolated from observed gravity values.
 MK0669
 MK0669;                    North         East    Units  Estimated Accuracy
 MK0669;SPC NE       -   158,290.      830,540.      MT  (+/- 180 meters Scaled)
 MK0669
 MK0669                          SUPERSEDED SURVEY CONTROL
 MK0669
 MK0669  NGVD 29 (??/??/92)  345.370  (m)         1133.10   (f) ADJ UNCH    2 0
 MK0669
 MK0669.Superseded values are not recommended for survey control.
 MK0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0669.See file dsdata.txt to determine how the superseded data were derived.
 MK0669
 MK0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL467641(NAD 83)
 MK0669_MARKER: DB = BENCH MARK DISK
 MK0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0669_STAMPING: E 79 1935
 MK0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0669+STABILITY: SURFACE MOTION
 MK0669
 MK0669  HISTORY     - Date     Condition        Report By
 MK0669  HISTORY     - 1935     MONUMENTED       CGS
 MK0669  HISTORY     - 1950     MARK NOT FOUND   NGS
 MK0669  HISTORY     - 1955     MARK NOT FOUND   USGS
 MK0669
 MK0669                          STATION DESCRIPTION
 MK0669
 MK0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0669'1.5 MI SW FROM RALSTON.
 MK0669'IN SARPY COUNTY, 1.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON
 MK0669'AND QUINCY RAILROAD FROM THE STATION AT RALSTON, DOUGLAS COUNTY,
 MK0669'27.6 FEET WEST OF AN OVERHEAD BRIDGE, AT A ROAD CROSSING, 36.7
 MK0669'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 24.4 FEET NORTH
 MK0669'OF THE NORTH RAIL.  A STANDARD DISK, STAMPED E 79 1935 AND SET IN
 MK0669'THE TOP OF A CONCRETE POST.  NOTE-- A NEW OVERHEAD BRIDGE HAS BEEN
 MK0669'BUILT AND THE MARK IS BELIEVED TO BE UNDER A DEEP FILL.  THE NEW
 MK0669'BRIDGE WAS BUILT IN 1939.
 MK0669
 MK0669                          STATION RECOVERY (1955)
 MK0669
 MK0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MK0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0213 ***********************************************************************
 MM0213  DESIGNATION -  E 8
 MM0213  PID         -  MM0213
 MM0213  STATE/COUNTY-  NE/KEITH
 MM0213  USGS QUAD   -  KEYSTONE (1971)
 MM0213
 MM0213                         *CURRENT SURVEY CONTROL
 MM0213  ___________________________________________________________________
 MM0213* NAD 83(1986)-  41 07 41.     (N)    101 32 12.     (W)     SCALED    
 MM0213* NAVD 88     -       958.226  (meters)    3143.78   (feet)  POSTED    
 MM0213  ___________________________________________________________________
 MM0213  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 MM0213  DYNAMIC HT  -         957.640 (meters)    3141.86  (feet)  COMP
 MM0213  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 MM0213
 MM0213  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MM0213
 MM0213.The horizontal coordinates were scaled from a topographic map and have
 MM0213.an estimated accuracy of +/- 6 seconds.
 MM0213
 MM0213.The orthometric height was determined by differential leveling
 MM0213.and adjusted by the National Geodetic Survey in 1992..
 MM0213.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MM0213.rate of 2.1 thru 3.0 mm/km.
 MM0213
 MM0213.The geoid height was determined by GEOID03.
 MM0213
 MM0213.The dynamic height is computed by dividing the NAVD 88
 MM0213.geopotential number by the normal gravity value computed on the
 MM0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0213.degrees latitude (g = 980.6199 gals.).
 MM0213
 MM0213.The modeled gravity was interpolated from observed gravity values.
 MM0213
 MM0213;                    North         East    Units  Estimated Accuracy
 MM0213;SPC NE       -   144,890.      371,010.      MT  (+/- 180 meters Scaled)
 MM0213
 MM0213                          SUPERSEDED SURVEY CONTROL
 MM0213
 MM0213  NGVD 29 (??/??/92)  957.810  (m)         3142.41   (f) ADJ UNCH    1 2
 MM0213
 MM0213.Superseded values are not recommended for survey control.
 MM0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0213.See file dsdata.txt to determine how the superseded data were derived.
 MM0213
 MM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL870560(NAD 83)
 MM0213_MARKER: DB = BENCH MARK DISK
 MM0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MM0213_SP_SET: CULVERT
 MM0213_STAMPING: 3142.415 E 8 1933
 MM0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0213
 MM0213  HISTORY     - Date     Condition        Report By
 MM0213  HISTORY     - 1933     MONUMENTED       CGS
 MM0213  HISTORY     - 1934     GOOD             NGS
 MM0213  HISTORY     - 1978     GOOD             LOCENG
 MM0213  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0213
 MM0213                          STATION DESCRIPTION
 MM0213
 MM0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0213'9.6 MI E FROM OGALLALA.
 MM0213'ABOUT 9.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0213'OGALLALA, KEITH COUNTY, ABOUT 8 POLES WEST OF MILEPOST 325,
 MM0213'AT 36-INCH PIPE CULVERT 325.16, IN THE TOP OF THE WEST END OF
 MM0213'THE NORTH CONCRETE HEAD WALL, ABOUT 150 FEET SOUTH OF THE CENTER
 MM0213'LINE OF U.S. HIGHWAY 30, 14.8 FEET NORTH OF THE NORTH RAIL OF
 MM0213'THE NORTH MAIN TRACK, AND 33.2 FEET SOUTH OF THE NORTH
 MM0213'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 3142.415 E 8 1933.
 MM0213
 MM0213                          STATION RECOVERY (1934)
 MM0213
 MM0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MM0213'RECOVERED IN GOOD CONDITION.
 MM0213
 MM0213                          STATION RECOVERY (1978)
 MM0213
 MM0213'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 MM0213'RECOVERED IN GOOD CONDITION.
 MM0213
 MM0213                          STATION RECOVERY (1986)
 MM0213
 MM0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0213'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0373 ***********************************************************************
 LG0373  DESIGNATION -  E 80
 LG0373  PID         -  LG0373
 LG0373  STATE/COUNTY-  NE/LANCASTER
 LG0373  USGS QUAD   -  LINCOLN (1980)
 LG0373
 LG0373                         *CURRENT SURVEY CONTROL
 LG0373  ___________________________________________________________________
 LG0373* NAD 83(1986)-  40 51 26.     (N)    096 38 39.     (W)     SCALED    
 LG0373* NAVD 88     -       351.147  (meters)    1152.05   (feet)  ADJUSTED  
 LG0373  ___________________________________________________________________
 LG0373  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 LG0373  DYNAMIC HT  -         350.995 (meters)    1151.56  (feet)  COMP
 LG0373  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 LG0373
 LG0373  VERT ORDER  -  SECOND    CLASS 0
 LG0373
 LG0373.The horizontal coordinates were scaled from a topographic map and have
 LG0373.an estimated accuracy of +/- 6 seconds.
 LG0373
 LG0373.The orthometric height was determined by differential leveling
 LG0373.and adjusted by the National Geodetic Survey in June 1991..
 LG0373
 LG0373.The geoid height was determined by GEOID03.
 LG0373
 LG0373.The dynamic height is computed by dividing the NAVD 88
 LG0373.geopotential number by the normal gravity value computed on the
 LG0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0373.degrees latitude (g = 980.6199 gals.).
 LG0373
 LG0373.The modeled gravity was interpolated from observed gravity values.
 LG0373
 LG0373;                    North         East    Units  Estimated Accuracy
 LG0373;SPC NE       -   119,170.      782,800.      MT  (+/- 180 meters Scaled)
 LG0373
 LG0373                          SUPERSEDED SURVEY CONTROL
 LG0373
 LG0373  NGVD 29 (??/??/92)  351.045  (m)         1151.72   (f) ADJ UNCH    2 0
 LG0373
 LG0373.Superseded values are not recommended for survey control.
 LG0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0373.See file dsdata.txt to determine how the superseded data were derived.
 LG0373
 LG0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL985255(NAD 83)
 LG0373_MARKER: DB = BENCH MARK DISK
 LG0373_SETTING: 0 = UNSPECIFIED SETTING
 LG0373_STAMPING: E 80 1935
 LG0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0373
 LG0373  HISTORY     - Date     Condition        Report By
 LG0373  HISTORY     - 1935     MONUMENTED       CGS
 LG0373  HISTORY     - 1939     GOOD             NGS
 LG0373
 LG0373                          STATION DESCRIPTION
 LG0373
 LG0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LG0373'IN HAVELOCK.
 LG0373'AT HAVELOCK, 99 FEET EAST OF THE EAST RAIL.  90 FEET SOUTHEAST OF
 LG0373'R.R. BRIDGE NO. 54.82.  37 FEET WEST OF CITY FIRE HYDRANT.  21
 LG0373'FEET NORTH OF THE CENTERLINE OF HAVELOCK AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0374 ***********************************************************************
 LG0374  DESIGNATION -  E 80 RESET
 LG0374  PID         -  LG0374
 LG0374  STATE/COUNTY-  NE/LANCASTER
 LG0374  USGS QUAD   -  LINCOLN (1980)
 LG0374
 LG0374                         *CURRENT SURVEY CONTROL
 LG0374  ___________________________________________________________________
 LG0374* NAD 83(1986)-  40 51 26.     (N)    096 38 39.     (W)     SCALED    
 LG0374* NAVD 88     -       351.14   (+/-2cm)    1152.0    (feet)  VERTCON   
 LG0374  ___________________________________________________________________
 LG0374  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 LG0374
 LG0374  VERT ORDER  -  THIRD (See Below)
 LG0374
 LG0374.The horizontal coordinates were scaled from a topographic map and have
 LG0374.an estimated accuracy of +/- 6 seconds.
 LG0374
 LG0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0374.The vertical order pertains to the NGVD 29 superseded value.
 LG0374
 LG0374.The geoid height was determined by GEOID03.
 LG0374
 LG0374;                    North         East    Units  Estimated Accuracy
 LG0374;SPC NE       -   119,170.      782,800.      MT  (+/- 180 meters Scaled)
 LG0374
 LG0374                          SUPERSEDED SURVEY CONTROL
 LG0374
 LG0374  NGVD 29 (??/??/??)  351.05   (m)         1151.7    (f) RESET       3  
 LG0374
 LG0374.Superseded values are not recommended for survey control.
 LG0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0374.See file dsdata.txt to determine how the superseded data were derived.
 LG0374
 LG0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL985255(NAD 83)
 LG0374_MARKER: DD = SURVEY DISK
 LG0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0374_STAMPING: E 80 RESET 1938
 LG0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0374+STABILITY: SURFACE MOTION
 LG0374
 LG0374  HISTORY     - Date     Condition        Report By
 LG0374  HISTORY     - 1938     MONUMENTED       NEDR
 LG0374  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0374
 LG0374                          STATION DESCRIPTION
 LG0374
 LG0374'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1938
 LG0374'AT HAVELOCK.
 LG0374'AT HAVELOCK, LANCASTER COUNTY, ONE BLOCK WEST OF THE CHICAGO,
 LG0374'BURLINGTON AND QUINCY RAILROAD STATION, 77 FEET SOUTHEAST OF
 LG0374'THE SOUTHEAST RAIL, AND 6.9 FEET NORTH OF THE NORTH CURB LINE OF
 LG0374'HAVELOCK AVENUE.  A STANDARD DISK, STAMPED E 80 RESET 1938 AND
 LG0374'SET IN A TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS SET
 LG0374'AT THE SAME ELEVATION AS THE ORIGINAL BENCH MARK.
 LG0374
 LG0374                          STATION RECOVERY (1990)
 LG0374
 LG0374'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0533 ***********************************************************************
 LG0533  DESIGNATION -  E 81
 LG0533  PID         -  LG0533
 LG0533  STATE/COUNTY-  NE/SEWARD
 LG0533  USGS QUAD   -  SEWARD (1964)
 LG0533
 LG0533                         *CURRENT SURVEY CONTROL
 LG0533  ___________________________________________________________________
 LG0533* NAD 83(1986)-  40 57 33.     (N)    097 04 36.     (W)     SCALED    
 LG0533* NAVD 88     -       450.819  (meters)    1479.06   (feet)  ADJUSTED  
 LG0533  ___________________________________________________________________
 LG0533  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 LG0533  DYNAMIC HT  -         450.585 (meters)    1478.29  (feet)  COMP
 LG0533  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 LG0533
 LG0533  VERT ORDER  -  SECOND    CLASS 0
 LG0533
 LG0533.The horizontal coordinates were scaled from a topographic map and have
 LG0533.an estimated accuracy of +/- 6 seconds.
 LG0533
 LG0533.The orthometric height was determined by differential leveling
 LG0533.and adjusted by the National Geodetic Survey in June 1991..
 LG0533
 LG0533.The geoid height was determined by GEOID03.
 LG0533
 LG0533.The dynamic height is computed by dividing the NAVD 88
 LG0533.geopotential number by the normal gravity value computed on the
 LG0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0533.degrees latitude (g = 980.6199 gals.).
 LG0533
 LG0533.The modeled gravity was interpolated from observed gravity values.
 LG0533
 LG0533;                    North         East    Units  Estimated Accuracy
 LG0533;SPC NE       -   129,160.      745,990.      MT  (+/- 180 meters Scaled)
 LG0533
 LG0533                          SUPERSEDED SURVEY CONTROL
 LG0533
 LG0533  NGVD 29 (??/??/92)  450.639  (m)         1478.47   (f) ADJ UNCH    2 0
 LG0533
 LG0533.Superseded values are not recommended for survey control.
 LG0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0533.See file dsdata.txt to determine how the superseded data were derived.
 LG0533
 LG0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL618360(NAD 83)
 LG0533_MARKER: DB = BENCH MARK DISK
 LG0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0533_STAMPING: E 81 1935
 LG0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0533+STABILITY: SURFACE MOTION
 LG0533
 LG0533  HISTORY     - Date     Condition        Report By
 LG0533  HISTORY     - 1935     MONUMENTED       CGS
 LG0533
 LG0533                          STATION DESCRIPTION
 LG0533
 LG0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0533'4.3 MI N FROM SEWARD.
 LG0533'4.3 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0533'THE STATION AT SEWARD, SEWARD COUNTY, 103.1 FEET SOUTHEAST OF
 LG0533'THE CENTER OF A ROAD CROSSING, 43.2 FEET EAST OF THE EAST RAIL,
 LG0533'AND 7.8 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED E 81 1935
 LG0533'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0492 ***********************************************************************
 LG0492  DESIGNATION -  E 83
 LG0492  PID         -  LG0492
 LG0492  STATE/COUNTY-  NE/SEWARD
 LG0492  USGS QUAD   -  BEAVER CROSSING (1966)
 LG0492
 LG0492                         *CURRENT SURVEY CONTROL
 LG0492  ___________________________________________________________________
 LG0492* NAD 83(1986)-  40 49 07.     (N)    097 15 06.     (W)     SCALED    
 LG0492* NAVD 88     -       471.982  (meters)    1548.49   (feet)  ADJUSTED  
 LG0492  ___________________________________________________________________
 LG0492  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 LG0492  DYNAMIC HT  -         471.728 (meters)    1547.66  (feet)  COMP
 LG0492  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 LG0492
 LG0492  VERT ORDER  -  SECOND    CLASS 0
 LG0492
 LG0492.The horizontal coordinates were scaled from a topographic map and have
 LG0492.an estimated accuracy of +/- 6 seconds.
 LG0492
 LG0492.The orthometric height was determined by differential leveling
 LG0492.and adjusted by the National Geodetic Survey in June 1991..
 LG0492
 LG0492.The geoid height was determined by GEOID03.
 LG0492
 LG0492.The dynamic height is computed by dividing the NAVD 88
 LG0492.geopotential number by the normal gravity value computed on the
 LG0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0492.degrees latitude (g = 980.6199 gals.).
 LG0492
 LG0492.The modeled gravity was interpolated from observed gravity values.
 LG0492
 LG0492;                    North         East    Units  Estimated Accuracy
 LG0492;SPC NE       -   113,080.      731,760.      MT  (+/- 180 meters Scaled)
 LG0492
 LG0492                          SUPERSEDED SURVEY CONTROL
 LG0492
 LG0492  NGVD 29 (??/??/92)  471.800  (m)         1547.90   (f) ADJ UNCH    2 0
 LG0492
 LG0492.Superseded values are not recommended for survey control.
 LG0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0492.See file dsdata.txt to determine how the superseded data were derived.
 LG0492
 LG0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL474200(NAD 83)
 LG0492_MARKER: DB = BENCH MARK DISK
 LG0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0492_STAMPING: E 83 1935
 LG0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0492+STABILITY: SURFACE MOTION
 LG0492
 LG0492  HISTORY     - Date     Condition        Report By
 LG0492  HISTORY     - 1935     MONUMENTED       CGS
 LG0492  HISTORY     - 1938     GOOD             NGS
 LG0492
 LG0492                          STATION DESCRIPTION
 LG0492
 LG0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0492'2 MI SW FROM GOEHNER.
 LG0492'2.0 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0492'FROM THE STATION AT GOEHNER, SEWARD COUNTY, 690 FEET NORTHEAST
 LG0492'OF A ROAD CROSSING, 51.6 FEET NORTH OF THE NORTH RAIL, 30.3 FEET
 LG0492'WEST OF A GATEPOST, AND 4.6 FEET SOUTH OF A FENCE.  A STANDARD
 LG0492'DISK, STAMPED E 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0492
 LG0492                          STATION RECOVERY (1938)
 LG0492
 LG0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 LG0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1619 ***********************************************************************
 MK1619  DESIGNATION -  E 84
 MK1619  PID         -  MK1619
 MK1619  STATE/COUNTY-  NE/BOONE
 MK1619  USGS QUAD   -  ALBION EAST (1985)
 MK1619
 MK1619                         *CURRENT SURVEY CONTROL
 MK1619  ___________________________________________________________________
 MK1619* NAD 83(1986)-  41 41 28.     (N)    097 59 44.     (W)     SCALED    
 MK1619* NAVD 88     -       531.988  (meters)    1745.36   (feet)  ADJUSTED  
 MK1619  ___________________________________________________________________
 MK1619  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 MK1619  DYNAMIC HT  -         531.759 (meters)    1744.61  (feet)  COMP
 MK1619  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 MK1619
 MK1619  VERT ORDER  -  SECOND    CLASS 0
 MK1619
 MK1619.The horizontal coordinates were scaled from a topographic map and have
 MK1619.an estimated accuracy of +/- 6 seconds.
 MK1619
 MK1619.The orthometric height was determined by differential leveling
 MK1619.and adjusted by the National Geodetic Survey in June 1991..
 MK1619.WARNING-Repeat measurements at this control monument indicate possible
 MK1619.vertical movement.
 MK1619
 MK1619.The geoid height was determined by GEOID03.
 MK1619
 MK1619.The dynamic height is computed by dividing the NAVD 88
 MK1619.geopotential number by the normal gravity value computed on the
 MK1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1619.degrees latitude (g = 980.6199 gals.).
 MK1619
 MK1619.The modeled gravity was interpolated from observed gravity values.
 MK1619
 MK1619;                    North         East    Units  Estimated Accuracy
 MK1619;SPC NE       -   208,190.      666,800.      MT  (+/- 180 meters Scaled)
 MK1619
 MK1619                          SUPERSEDED SURVEY CONTROL
 MK1619
 MK1619  NGVD 29 (??/??/92)  531.779  (m)         1744.68   (f) ADJ UNCH    2 0
 MK1619
 MK1619.Superseded values are not recommended for survey control.
 MK1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1619.See file dsdata.txt to determine how the superseded data were derived.
 MK1619
 MK1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM835159(NAD 83)
 MK1619_MARKER: DB = BENCH MARK DISK
 MK1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1619_STAMPING: E-84-1935
 MK1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1619+STABILITY: SURFACE MOTION
 MK1619
 MK1619  HISTORY     - Date     Condition        Report By
 MK1619  HISTORY     - 1935     MONUMENTED       CGS
 MK1619  HISTORY     - 1939     GOOD             NGS
 MK1619
 MK1619                          STATION DESCRIPTION
 MK1619
 MK1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1619'0.1 MI S FROM ALBION.
 MK1619'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN ALBION
 MK1619'AND HUMPHREY, 47.8 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 MK1619'STANDARD OIL BULK TANKS, 43.6 FEET WEST OF THE WEST RAIL OF
 MK1619'THE MAIN TRACK, 2.4 FEET EAST OF FENCE.
 MK1619
 MK1619                          STATION RECOVERY (1939)
 MK1619
 MK1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 MK1619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1649 ***********************************************************************
 MK1649  DESIGNATION -  E 85
 MK1649  PID         -  MK1649
 MK1649  STATE/COUNTY-  NE/BOONE
 MK1649  USGS QUAD   -  ST EDWARD SW (1985)
 MK1649
 MK1649                         *CURRENT SURVEY CONTROL
 MK1649  ___________________________________________________________________
 MK1649* NAD 83(1986)-  41 35 52.     (N)    097 52 58.     (W)     SCALED    
 MK1649* NAVD 88     -       513.241  (meters)    1683.86   (feet)  ADJUSTED  
 MK1649  ___________________________________________________________________
 MK1649  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 MK1649  DYNAMIC HT  -         513.018 (meters)    1683.13  (feet)  COMP
 MK1649  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 MK1649
 MK1649  VERT ORDER  -  SECOND    CLASS 0
 MK1649
 MK1649.The horizontal coordinates were scaled from a topographic map and have
 MK1649.an estimated accuracy of +/- 6 seconds.
 MK1649
 MK1649.The orthometric height was determined by differential leveling
 MK1649.and adjusted by the National Geodetic Survey in June 1991..
 MK1649
 MK1649.The geoid height was determined by GEOID03.
 MK1649
 MK1649.The dynamic height is computed by dividing the NAVD 88
 MK1649.geopotential number by the normal gravity value computed on the
 MK1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1649.degrees latitude (g = 980.6199 gals.).
 MK1649
 MK1649.The modeled gravity was interpolated from observed gravity values.
 MK1649
 MK1649;                    North         East    Units  Estimated Accuracy
 MK1649;SPC NE       -   198,060.      676,440.      MT  (+/- 180 meters Scaled)
 MK1649
 MK1649                          SUPERSEDED SURVEY CONTROL
 MK1649
 MK1649  NGVD 29 (??/??/92)  513.036  (m)         1683.19   (f) ADJ UNCH    2 0
 MK1649
 MK1649.Superseded values are not recommended for survey control.
 MK1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1649.See file dsdata.txt to determine how the superseded data were derived.
 MK1649
 MK1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM931057(NAD 83)
 MK1649_MARKER: DB = BENCH MARK DISK
 MK1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1649_STAMPING: E 85 1935
 MK1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1649+STABILITY: SURFACE MOTION
 MK1649
 MK1649  HISTORY     - Date     Condition        Report By
 MK1649  HISTORY     - 1935     MONUMENTED       CGS
 MK1649  HISTORY     - 1950     GOOD             NGS
 MK1649
 MK1649                          STATION DESCRIPTION
 MK1649
 MK1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1649'2.1 MI NW FROM ST EDWARD.
 MK1649'2.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1649'STATION AT ST. EDWARD, 11 1/2 RAILS SOUTHEAST OF BRIDGE 24.78,
 MK1649'35 FEET NORTH OF THE CENTER LINE OF A ROAD, 27 FEET SOUTHWEST OF
 MK1649'THE SOUTHWEST RAIL, 25 FEET WEST OF THE WEST END OF A CATTLE
 MK1649'GUARD, 21 FEET EAST OF A FENCE CORNER, 2 FEET NORTH OF A FENCE,
 MK1649'1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1649'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0066 ***********************************************************************
 ML0066  DESIGNATION -  E 86
 ML0066  PID         -  ML0066
 ML0066  STATE/COUNTY-  NE/BOONE
 ML0066  USGS QUAD   -  CEDAR RAPIDS SE (1985)
 ML0066
 ML0066                         *CURRENT SURVEY CONTROL
 ML0066  ___________________________________________________________________
 ML0066* NAD 83(1986)-  41 31 13.     (N)    098 07 08.     (W)     SCALED    
 ML0066* NAVD 88     -       535.864  (meters)    1758.08   (feet)  ADJUSTED  
 ML0066  ___________________________________________________________________
 ML0066  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 ML0066  DYNAMIC HT  -         535.614 (meters)    1757.26  (feet)  COMP
 ML0066  MODELED GRAV-     980,139.6   (mgal)                       NAVD 88
 ML0066
 ML0066  VERT ORDER  -  SECOND    CLASS 0
 ML0066
 ML0066.The horizontal coordinates were scaled from a topographic map and have
 ML0066.an estimated accuracy of +/- 6 seconds.
 ML0066
 ML0066.The orthometric height was determined by differential leveling
 ML0066.and adjusted by the National Geodetic Survey in June 1991..
 ML0066
 ML0066.The geoid height was determined by GEOID03.
 ML0066
 ML0066.The dynamic height is computed by dividing the NAVD 88
 ML0066.geopotential number by the normal gravity value computed on the
 ML0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0066.degrees latitude (g = 980.6199 gals.).
 ML0066
 ML0066.The modeled gravity was interpolated from observed gravity values.
 ML0066
 ML0066;                    North         East    Units  Estimated Accuracy
 ML0066;SPC NE       -   189,000.      656,950.      MT  (+/- 180 meters Scaled)
 ML0066
 ML0066                          SUPERSEDED SURVEY CONTROL
 ML0066
 ML0066  NGVD 29 (??/??/92)  535.636  (m)         1757.33   (f) ADJ UNCH    2 0
 ML0066
 ML0066.Superseded values are not recommended for survey control.
 ML0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0066.See file dsdata.txt to determine how the superseded data were derived.
 ML0066
 ML0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL735968(NAD 83)
 ML0066_MARKER: DB = BENCH MARK DISK
 ML0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0066_STAMPING: E 86 1935
 ML0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0066+STABILITY: SURFACE MOTION
 ML0066
 ML0066  HISTORY     - Date     Condition        Report By
 ML0066  HISTORY     - 1935     MONUMENTED       CGS
 ML0066  HISTORY     - 1954     GOOD             USGS
 ML0066
 ML0066                          STATION DESCRIPTION
 ML0066
 ML0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0066'3.2 MI S FROM CEDAR RAPIDS.
 ML0066'3.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0066'AT CEDAR RAPIDS, BOONE COUNTY, 198 FEET NORTH OF MILEPOST 27,
 ML0066'NEAR A GATEPOST, AT A ROAD CROSSING, 67.3 FEET SOUTHEAST OF THE
 ML0066'CENTER OF THE CROSSING, 55.7 FEET EAST OF THE EAST RAIL, AND 45.7
 ML0066'FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 ML0066'STAMPED E 86 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 67
 ML0066'FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING.
 ML0066
 ML0066                          STATION RECOVERY (1954)
 ML0066
 ML0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2209 ***********************************************************************
 MK2209  DESIGNATION -  E 87 RESET
 MK2209  PID         -  MK2209
 MK2209  STATE/COUNTY-  NE/PLATTE
 MK2209  USGS QUAD   -  MONROE (1958)
 MK2209
 MK2209                         *CURRENT SURVEY CONTROL
 MK2209  ___________________________________________________________________
 MK2209* NAD 83(1986)-  41 28 29.     (N)    097 31 13.     (W)     SCALED    
 MK2209* NAVD 88     -       454.90   (meters)    1492.5    (feet)  RESET     
 MK2209  ___________________________________________________________________
 MK2209  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 MK2209
 MK2209  VERT ORDER  -  THIRD
 MK2209
 MK2209.The horizontal coordinates were scaled from a topographic map and have
 MK2209.an estimated accuracy of +/- 6 seconds.
 MK2209
 MK2209.The orthometric height was computed from unverified reset data.
 MK2209.No vertical observational check was made to the station.
 MK2209
 MK2209.The geoid height was determined by GEOID03.
 MK2209
 MK2209;                    North         East    Units  Estimated Accuracy
 MK2209;SPC NE       -   185,210.      707,030.      MT  (+/- 180 meters Scaled)
 MK2209
 MK2209                          SUPERSEDED SURVEY CONTROL
 MK2209
 MK2209  NGVD 29 (08/02/06)  454.72   (m)         1491.9    (f) RESET       3  
 MK2209
 MK2209.Superseded values are not recommended for survey control.
 MK2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2209.See file dsdata.txt to determine how the superseded data were derived.
 MK2209
 MK2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL235925(NAD 83)
 MK2209_MARKER: DV = VERTICAL CONTROL DISK
 MK2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2209_SP_SET: CONCRETE POST
 MK2209_STAMPING: E 87 RESET 1983
 MK2209_MARK LOGO: NGS   
 MK2209_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2209+STABILITY: SURFACE MOTION
 MK2209
 MK2209  HISTORY     - Date     Condition        Report By
 MK2209  HISTORY     - 1983     MONUMENTED       NGS
 MK2209
 MK2209                          STATION DESCRIPTION
 MK2209
 MK2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MK2209'0.08 KM (0.05 MI) NORTH ALONG A STREET, FROM THE POST OFFICE IN
 MK2209'MONROE, THENCE 6.68 KM (4.15 MI) RIGHT AND EAST ALONG STATE HIGHWAY
 MK2209'22 TO THE MARK ON THE LEFT, AT A RAILROAD CROSSING, 17.00 M (55.77
 MK2209'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.72 M (45.01 FT) EAST
 MK2209'OF THE EAST RAIL, 0.73 M (2.40 FT) SOUTHWEST OF A BURIED CABLE SIGN
 MK2209'POST, 0.61 M (2.00 FT) WEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 0.30 M
 MK2209'(0.98 FT) SOUTH OF A WITNESS POST, SET INTO THE TOP OF A ROUND
 MK2209'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT 0.6 M (2.0 FT)
 MK2209'LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0204 ***********************************************************************
 MN0204  DESIGNATION -  E 9
 MN0204  PID         -  MN0204
 MN0204  STATE/COUNTY-  NE/CHEYENNE
 MN0204  USGS QUAD   -  LORENZO (1972)
 MN0204
 MN0204                         *CURRENT SURVEY CONTROL
 MN0204  ___________________________________________________________________
 MN0204* NAD 83(1986)-  41 06 05.     (N)    103 01 53.     (W)     SCALED    
 MN0204* NAVD 88     -      1302.911  (meters)    4274.63   (feet)  ADJUSTED  
 MN0204  ___________________________________________________________________
 MN0204  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 MN0204  DYNAMIC HT  -        1301.981 (meters)    4271.58  (feet)  COMP
 MN0204  MODELED GRAV-     979,864.4   (mgal)                       NAVD 88
 MN0204
 MN0204  VERT ORDER  -  FIRST     CLASS II
 MN0204
 MN0204.The horizontal coordinates were scaled from a topographic map and have
 MN0204.an estimated accuracy of +/- 6 seconds.
 MN0204
 MN0204.The orthometric height was determined by differential leveling
 MN0204.and adjusted by the National Geodetic Survey in June 1991..
 MN0204
 MN0204.The geoid height was determined by GEOID03.
 MN0204
 MN0204.The dynamic height is computed by dividing the NAVD 88
 MN0204.geopotential number by the normal gravity value computed on the
 MN0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0204.degrees latitude (g = 980.6199 gals.).
 MN0204
 MN0204.The modeled gravity was interpolated from observed gravity values.
 MN0204
 MN0204;                    North         East    Units  Estimated Accuracy
 MN0204;SPC NE       -   145,250.      245,480.      MT  (+/- 180 meters Scaled)
 MN0204
 MN0204                          SUPERSEDED SURVEY CONTROL
 MN0204
 MN0204  NGVD 29 (??/??/92) 1302.287  (m)         4272.59   (f) ADJ UNCH    1 2
 MN0204
 MN0204.Superseded values are not recommended for survey control.
 MN0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0204.See file dsdata.txt to determine how the superseded data were derived.
 MN0204
 MN0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF653518(NAD 83)
 MN0204_MARKER: DB = BENCH MARK DISK
 MN0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0204_STAMPING: 4272.587 E 9 1933
 MN0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0204+STABILITY: SURFACE MOTION
 MN0204
 MN0204  HISTORY     - Date     Condition        Report By
 MN0204  HISTORY     - 1933     MONUMENTED       CGS
 MN0204  HISTORY     - 1934     GOOD             NGS
 MN0204  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0204
 MN0204                          STATION DESCRIPTION
 MN0204
 MN0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0204'4.1 MI SW FROM SIDNEY.
 MN0204'4.1 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0204'RAILROAD FROM THE STATION AT SIDNEY, CHEYENNE COUNTY, AT A
 MN0204'PRIVATE-ROAD CROSSING, 81 FEET NORTHEAST OF THE NORTH END OF A
 MN0204'30-INCH CAST-IRON PIPE CULVERT 79.53, 39.4 FEET NORTH OF THE
 MN0204'NORTH RAIL OF THE MAIN TRACK, 20 FEET WEST OF THE WEST POST OF A
 MN0204'GATE AT A FENCE CORNER, AND 4-1/2 FEET SOUTH OF THE NORTH
 MN0204'RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 4272.587
 MN0204'E 9 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- TO REACH
 MN0204'E 9 FROM SIDNEY GO WEST 2.0 MILES FROM THE NORTH ENTRANCE OF THE
 MN0204'COUNTRY CLUB TO A LANDING FIELD, SOUTH 2.0 MILES TO A TURN IN THE
 MN0204'ROAD AND CONTINUE SOUTH OVER A PRIVATE ROAD ABOUT 1/4 MILE TO THE
 MN0204'RAILROAD RIGHT-OF-WAY.
 MN0204
 MN0204                          STATION RECOVERY (1985)
 MN0204
 MN0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0204'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0456 ***********************************************************************
 NO0456  DESIGNATION -  EAGLE
 NO0456  PID         -  NO0456
 NO0456  STATE/COUNTY-  NE/CHERRY
 NO0456  USGS QUAD   -  POWDERHORN VALLEY (1985)
 NO0456
 NO0456                         *CURRENT SURVEY CONTROL
 NO0456  ___________________________________________________________________
 NO0456* NAD 83(1995)-  42 43 23.34700(N)    101 04 13.10203(W)     ADJUSTED  
 NO0456* NAVD 88     -       954.     (meters)    3130.     (feet)  SCALED    
 NO0456  ___________________________________________________________________
 NO0456  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 NO0456  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 NO0456
 NO0456  HORZ ORDER  -  SECOND
 NO0456
 NO0456.The horizontal coordinates were established by classical geodetic methods
 NO0456.and adjusted by the National Geodetic Survey in August 1997..
 NO0456
 NO0456.The orthometric height was scaled from a topographic map.
 NO0456
 NO0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0456
 NO0456.The geoid height was determined by GEOID03.
 NO0456
 NO0456;                    North         East     Units Scale Factor Converg.
 NO0456;SPC NE       -   321,410.560   412,347.735   MT  0.99988484   -0 42 33.4
 NO0456;UTM  14      - 4,732,150.238   330,494.136   MT  0.99995350   -1 24 17.8
 NO0456
 NO0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0456!SPC NE       -   0.99985357  x   0.99988484  =   0.99973843
 NO0456!UTM  14      -   0.99985357  x   0.99995350  =   0.99980708
 NO0456
 NO0456|---------------------------------------------------------------------|
 NO0456| PID    Reference Object                     Distance      Geod. Az  |
 NO0456|                                                           dddmmss.s |
 NO0456| CP9230 EAGLE RM 1                           13.286 METERS 01606     |
 NO0456| NO0457 EAGLE POINT FIRE LOT 3               19.782 METERS 09117     |
 NO0456| CP9231 EAGLE RM 2                           31.288 METERS 10239     |
 NO0456| CP9229 EAGLE AZ MK                                        2653842.3 |
 NO0456|---------------------------------------------------------------------|
 NO0456
 NO0456                          SUPERSEDED SURVEY CONTROL
 NO0456
 NO0456  NAD 83(1986)-  42 43 23.34497(N)    101 04 13.11021(W) AD(       ) 2
 NO0456  NAD 27      -  42 43 23.33500(N)    101 04 11.57500(W) AD(       ) 2
 NO0456
 NO0456.Superseded values are not recommended for survey control.
 NO0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0456.See file dsdata.txt to determine how the superseded data were derived.
 NO0456
 NO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3049432150(NAD 83)
 NO0456_MARKER: DS = TRIANGULATION STATION DISK
 NO0456_SETTING: 0 = UNSPECIFIED SETTING
 NO0456
 NO0456  HISTORY     - Date     Condition        Report By
 NO0456  HISTORY     - 1949     MONUMENTED       CGS
 NO0456
 NO0456                          STATION DESCRIPTION
 NO0456
 NO0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0456'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SAND KNOLL
 NO0456'IN THE NEBRASKA NATIONAL FOREST, ABOUT 15 MILES SOUTH-SOUTHEAST
 NO0456'OF NENZEL, 4 FEET WEST OF A WITNESS POST, AND IS AT THE SITE
 NO0456'OF THE EAGLE POINT FIRE LOOKOUT TOWER NO. 3.  IT IS A STANDARD
 NO0456'DISK, STAMPED EAGLE 1949, THAT IS SET FLUSH IN THE TOP OF A
 NO0456'4-INCH CAST IRON PIPE WHICH IS FILLED WITH CONCRETE.  THE
 NO0456'MARK PROJECTS 10 INCHES.
 NO0456'
 NO0456'REFERENCE MARK NO. 1 IS 6 FEET LOWER THAN THE STATION.  IT IS
 NO0456'A STANDARD DISK, STAMPED EAGLE NO 1 1949, THAT IS CEMENTED
 NO0456'IN THE TOP OF A LENGTH OF 4-INCH CAST IRON PIPE WHICH PROJECTS
 NO0456'8 INCHES.
 NO0456'
 NO0456'REFERENCE MARK NO. 2 IS 15 FEET LOWER THAN THE STATION.  IT
 NO0456'IS A STANDARD DISK, STAMPED EAGLE NO 2 1949, THAT IS CEMENTED
 NO0456'IN THE TOP OF A LENGTH OF 4-INCH CAST IRON PIPE WHICH PROJECTS
 NO0456'8 INCHES.
 NO0456'
 NO0456'THE AZIMUTH MARK IS SET IN A NORTH-SOUTH FENCE LINE, 60 FEET
 NO0456'SOUTH OF A WIRE GATE, AND 3.5 FEET SOUTH OF A WITNESS POST.
 NO0456'IT PROJECTS 4 INCHES AND IS STAMPED EAGLE 1949.
 NO0456'
 NO0456'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0456'WEST AND SOUTH ON THE MAIN ROAD FOR 9.4 MILES TO THE BRIDGE
 NO0456'OVER THE NIOBRARA RIVER, CONTINUE ON MAIN ROAD, TAKING LEFT
 NO0456'FORK, FOR 0.95 MILE TO FORKS, TAKE RIGHT FORK FOR 0.75 MILE
 NO0456'TO THE ENTRANCE TO NEBRASKA NATIONAL FOREST, CONTINUE SOUTH
 NO0456'ON MAIN ROAD FOR 2.75 MILES TO A PLANTING CAMP ON THE LEFT,
 NO0456'CONTINUE ON MAIN ROAD FOR 1.95 MILES TO A SIGN ON THE RIGHT
 NO0456'POINTING TO THE EAGLE POINT FIRE LOOKOUT TOWER, TURN LEFT
 NO0456'THROUGH A WIRE GATE AND FOLLOW A TRACK ROAD EASTERLY FOR
 NO0456'1.7 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NO0456'CONTINUE ON TRACK ROAD FOR 0.7 MILE TO A FORK, TAKE LEFT
 NO0456'FORK TOWARDS THE LOOKOUT TOWER AND GO 0.6 MILE TO A WIRE
 NO0456'GATE, ABOUT 125 FEET NORTHEAST OF THE LOOKOUT TOWER AND
 NO0456'THE END OF TRUCK TRAVEL.  THENCE PACK WESTERLY FOR ABOUT
 NO0456'200 FEET TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0456'
 NO0456'HEIGHT OF LIGHT ABOVE STATION MARK 13.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0987 ***********************************************************************
 LG0987  DESIGNATION -  EAGLE
 LG0987  PID         -  LG0987
 LG0987  STATE/COUNTY-  NE/CASS
 LG0987  USGS QUAD   -  ELMWOOD (1966)
 LG0987
 LG0987                         *CURRENT SURVEY CONTROL
 LG0987  ___________________________________________________________________
 LG0987* NAD 83(1995)-  40 49 07.08617(N)    096 20 48.91826(W)     ADJUSTED  
 LG0987* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 LG0987  ___________________________________________________________________
 LG0987  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 LG0987  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 LG0987
 LG0987  HORZ ORDER  -  SECOND
 LG0987
 LG0987.The horizontal coordinates were established by classical geodetic methods
 LG0987.and adjusted by the National Geodetic Survey in August 1997..
 LG0987
 LG0987.The orthometric height was scaled from a topographic map.
 LG0987
 LG0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0987
 LG0987.The geoid height was determined by GEOID03.
 LG0987
 LG0987;                    North         East     Units Scale Factor Converg.
 LG0987;SPC NE       -   115,903.958   808,018.475   MT  0.99972999   +2 25 15.2
 LG0987;UTM  14      - 4,522,011.694   723,750.225   MT  1.00021625   +1 44 05.8
 LG0987
 LG0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0987!SPC NE       -   0.99993962  x   0.99972999  =   0.99966963
 LG0987!UTM  14      -   0.99993962  x   1.00021625  =   1.00015586
 LG0987
 LG0987|---------------------------------------------------------------------|
 LG0987| PID    Reference Object                     Distance      Geod. Az  |
 LG0987|                                                           dddmmss.s |
 LG0987| CL6432 EAGLE RM 1                           20.330 METERS 05941     |
 LG0987| CL6433 EAGLE RM 2                           25.416 METERS 32359     |
 LG0987| LG0992 ALVO MUNICIPAL TANK                 APPROX. 6.6 KM 3334414.5 |
 LG0987|---------------------------------------------------------------------|
 LG0987
 LG0987                          SUPERSEDED SURVEY CONTROL
 LG0987
 LG0987  NAD 83(1986)-  40 49 07.09761(N)    096 20 48.91601(W) AD(       ) 2
 LG0987  NAD 27      -  40 49 07.08974(N)    096 20 47.88326(W) AD(       ) 2
 LG0987
 LG0987.Superseded values are not recommended for survey control.
 LG0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0987.See file dsdata.txt to determine how the superseded data were derived.
 LG0987
 LG0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2375022012(NAD 83)
 LG0987_MARKER: DS = TRIANGULATION STATION DISK
 LG0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0987
 LG0987  HISTORY     - Date     Condition        Report By
 LG0987  HISTORY     - 1961     MONUMENTED       CGS
 LG0987
 LG0987                          STATION DESCRIPTION
 LG0987
 LG0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0987'LOCATED AIRLINE, ABOUT 4-1/2 MILES EAST OF EAGLE, 4 MILES
 LG0987'SOUTHEAST OF ALVO, AND 3 MILES SOUTHWEST OF ELMWOOD ON THE SOUTH
 LG0987'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.
 LG0987'
 LG0987'TO REACH FROM THE POST OFFICE IN EAGLE GO SOUTH ON THE MAIN STREET
 LG0987'0.2 MILE TO U.S. HIGHWAY 34, TURN LEFT AND GO EAST ON HIGHWAY 34
 LG0987'4.2 MILES TO A CROSSROAD. TURN LEFT AND GO NORTH ON GRADED GRAVEL
 LG0987'ROAD 0.3 MILE TO A RAILROAD CROSSING, TURN RIGHT ON A TRACK ROAD
 LG0987'ALONG THE SOUTH SIDE OF THE RAILROAD RIGHT-OF-WAY AND GO
 LG0987'NORTHEAST 0.2 MILE TO THE STATION.
 LG0987'
 LG0987'THE STATION MARK IS A STANDARD DISK STAMPED EAGLE 1961 CEMENTED IN
 LG0987'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 LG0987'ABOVE GROUND.  IT IS 31.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LG0987'15.4 FEET NORTHWEST OF THE SOUTH RIGHT-OF-WAY FENCE,
 LG0987'6.1 FEET SOUTHWEST OF A METAL WITNESS POST AND ABOUT 100 FEET
 LG0987'SOUTHWEST OF MILEPOST 474/20.
 LG0987'
 LG0987'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EAGLE NO 1
 LG0987'1961 CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LG0987'PROJECTING 6 INCHES ABOVE GROUND.  IT IS 31.2 FEET SOUTHEAST OF
 LG0987'THE SOUTHEAST RAIL, 16.0 FEET NORTHWEST OF THE SOUTH RIGHT-OF-WAY
 LG0987'FENCE, AND ABOUT 6 INCHES LOWER THAN THE STATION.
 LG0987'
 LG0987'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED EAGLE NO 2
 LG0987'1961 CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LG0987'PROJECTING 5 INCHES ABOVE GROUND.  IT IS 46.2 FEET NORTHWEST OF THE
 LG0987'NORTHWEST RAIL, 0.7 FOOT SOUTHEAST OF THE NORTH RIGHT-OF-WAY
 LG0987'FENCE, AND ABOUT 3 FEET LOWER THAN STATION ELEVATION.
 LG0987'
 LG0987'PICTURE POINT IS A LONE ROUND TREE ABOUT 25 FEET TALL IN THE
 LG0987'NEXT EAST-WEST FENCE LINE NORTH OF THE RAILROAD RIGHT-OF-WAY,
 LG0987'BETWEEN TWO CULTIVATED FIELDS, 120 FEET WEST OF A ROW OF TREES AND
 LG0987'BRUSH IN THE SAME FENCE LINE, AND 100 FEET EAST OF A SMALL BUSHY
 LG0987'TREE AT THE NORTH END OF AN UNCULTIVATED DRAINAGE AREA.
 LG0987'
 LG0987'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 111.78 FEET,
 LG0987'(34.071 M.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0991 ***********************************************************************
 LG0991  DESIGNATION -  EAGLE MUNICIPAL TANK
 LG0991  PID         -  LG0991
 LG0991  STATE/COUNTY-  NE/CASS
 LG0991  USGS QUAD   -  EAGLE (1966)
 LG0991
 LG0991                         *CURRENT SURVEY CONTROL
 LG0991  ___________________________________________________________________
 LG0991* NAD 83(1995)-  40 49 01.52558(N)    096 25 52.79358(W)     ADJUSTED  
 LG0991* NAVD 88     -                                                        
 LG0991  ___________________________________________________________________
 LG0991  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 LG0991  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 LG0991
 LG0991  HORZ ORDER  -  THIRD
 LG0991
 LG0991.The horizontal coordinates were established by classical geodetic methods
 LG0991.and adjusted by the National Geodetic Survey in August 1997..
 LG0991
 LG0991
 LG0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0991
 LG0991.The geoid height was determined by GEOID03.
 LG0991
 LG0991;                    North         East     Units Scale Factor Converg.
 LG0991;SPC NE       -   115,435.373   800,912.416   MT  0.99973031   +2 21 53.8
 LG0991;UTM  14      - 4,521,627.995   716,635.748   MT  1.00017768   +1 40 46.7
 LG0991
 LG0991                          SUPERSEDED SURVEY CONTROL
 LG0991
 LG0991  NAD 83(1986)-  40 49 01.53615(N)    096 25 52.79144(W) AD(       ) 4
 LG0991  NAD 27      -  40 49 01.53567(N)    096 25 51.75986(W) AD(       ) 3
 LG0991
 LG0991.Superseded values are not recommended for survey control.
 LG0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0991.See file dsdata.txt to determine how the superseded data were derived.
 LG0991
 LG0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1663621628(NAD 83)
 LG0991_MARKER: 53 = ELEVATED TANK
 LG0991
 LG0991  HISTORY     - Date     Condition        Report By
 LG0991  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0991  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 LG0991
 LG0991                          STATION DESCRIPTION
 LG0991
 LG0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0991'A SILVER PAINTED, STEEL TANK WITH CONICAL ROOF STANDING ON
 LG0991'FOUR LEGS OF STRUCTURAL STEEL LOCATED ABOUT 0.1 MILE NORTHWEST
 LG0991'OF THE POST OFFICE IN EAGLE.  THE NAME EAGLE IS PAINTED ON
 LG0991'THE SIDE OF THE TANK IN BLACK LETTERS.
 LG0991'
 LG0991'THE FINIAL BALL AT THE APEX OF THE ROOF WAS THE OBJECT OBSERVED
 LG0991'ON.
 LG0991
 LG0991                          STATION RECOVERY (2004)
 LG0991
 LG0991'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0991'STATION NOT FOUND.  SITE LOCATED.  THE TANK DESCRIBED IN THE 1961
 LG0991'DESCRIPTION HAS BEEN TORN DOWN. A NEW TANK HAS BEEN ERECTED AT A
 LG0991'DIFFERENT LOCATION IN THE TOWN OF EAGLE. THIS STATION SHOULD BE
 LG0991'DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0457 ***********************************************************************
 NO0457  DESIGNATION -  EAGLE POINT FIRE LOT 3
 NO0457  PID         -  NO0457
 NO0457  STATE/COUNTY-  NE/CHERRY
 NO0457  USGS QUAD   -  POWDERHORN VALLEY (1985)
 NO0457
 NO0457                         *CURRENT SURVEY CONTROL
 NO0457  ___________________________________________________________________
 NO0457* NAD 83(1995)-  42 43 23.33272(N)    101 04 12.23277(W)     ADJUSTED  
 NO0457* NAVD 88     -       954.     (meters)    3130.     (feet)  SCALED    
 NO0457  ___________________________________________________________________
 NO0457  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 NO0457  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 NO0457
 NO0457  HORZ ORDER  -  THIRD
 NO0457
 NO0457.The horizontal coordinates were established by classical geodetic methods
 NO0457.and adjusted by the National Geodetic Survey in August 1997..
 NO0457
 NO0457.The orthometric height was scaled from a topographic map.
 NO0457
 NO0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0457
 NO0457.The geoid height was determined by GEOID03.
 NO0457
 NO0457;                    North         East     Units Scale Factor Converg.
 NO0457;SPC NE       -   321,409.875   412,367.503   MT  0.99988484   -0 42 32.9
 NO0457;UTM  14      - 4,732,149.313   330,513.896   MT  0.99995341   -1 24 17.2
 NO0457
 NO0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0457!SPC NE       -   0.99985357  x   0.99988484  =   0.99973843
 NO0457!UTM  14      -   0.99985357  x   0.99995341  =   0.99980699
 NO0457
 NO0457                          SUPERSEDED SURVEY CONTROL
 NO0457
 NO0457  NAD 83(1986)-  42 43 23.33070(N)    101 04 12.24095(W) AD(       ) 4
 NO0457  NAD 27      -  42 43 23.32100(N)    101 04 10.70600(W) AD(       ) 3
 NO0457
 NO0457.Superseded values are not recommended for survey control.
 NO0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0457.See file dsdata.txt to determine how the superseded data were derived.
 NO0457
 NO0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3051432149(NAD 83)
 NO0457_MARKER: 57 = LOOKOUT TOWER
 NO0457
 NO0457  HISTORY     - Date     Condition        Report By
 NO0457  HISTORY     - 1949     FIRST OBSERVED   CGS
 NO0457
 NO0457                          STATION DESCRIPTION
 NO0457
 NO0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0457'IT IS LOCATED ON A SANDY KNOLL IN THE NEBRASKA NATIONAL
 NO0457'FOREST, ABOUT 15 MILES SOUTH-SOUTHWEST OF NENZEL.
 NO0457'
 NO0457'IT IS A GLASS INCLOSED WOODEN CABIN SUPPORTED BY A FOUR
 NO0457'LEGGED STEEL STRUCTURE AND ITS OVERALL HEIGHT IS 40 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1380 ***********************************************************************
 LH1380  SACS        -  This is a Secondary Airport Control Station.
 LH1380  DESIGNATION -  EAR AP STA B
 LH1380  PID         -  LH1380
 LH1380  STATE/COUNTY-  NE/BUFFALO
 LH1380  USGS QUAD   -  KEARNEY (1983)
 LH1380
 LH1380                         *CURRENT SURVEY CONTROL
 LH1380  ___________________________________________________________________
 LH1380* NAD 83(1995)-  40 43 01.38673(N)    099 00 35.79439(W)     ADJUSTED  
 LH1380* NAVD 88     -       649.134  (meters)    2129.70   (feet)  ADJUSTED  
 LH1380  ___________________________________________________________________
 LH1380  X           -    -758,226.131 (meters)                     COMP
 LH1380  Y           -  -4,781,880.471 (meters)                     COMP
 LH1380  Z           -   4,139,065.622 (meters)                     COMP
 LH1380  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LH1380  ELLIP HEIGHT-         624.69  (meters)          (12/13/01) GPS OBS
 LH1380  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 LH1380  DYNAMIC HT  -         648.771 (meters)    2128.51  (feet)  COMP
 LH1380  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 LH1380
 LH1380  HORZ ORDER  -  FIRST
 LH1380  VERT ORDER  -  FIRST     CLASS II
 LH1380  ELLP ORDER  -  FOURTH    CLASS I
 LH1380
 LH1380.This mark is at Kearney Municipal Airport (EAR)
 LH1380
 LH1380.The horizontal coordinates were established by GPS observations
 LH1380.and adjusted by the National Geodetic Survey in September 1997..
 LH1380
 LH1380.The orthometric height was determined by differential leveling
 LH1380.and adjusted by the National Geodetic Survey in May 1993..
 LH1380
 LH1380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1380
 LH1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1380
 LH1380.The ellipsoidal height was determined by GPS observations
 LH1380.and is referenced to NAD 83.
 LH1380
 LH1380.The geoid height was determined by GEOID03.
 LH1380
 LH1380.The dynamic height is computed by dividing the NAVD 88
 LH1380.geopotential number by the normal gravity value computed on the
 LH1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1380.degrees latitude (g = 980.6199 gals.).
 LH1380
 LH1380.The modeled gravity was interpolated from observed gravity values.
 LH1380
 LH1380;                    North         East     Units Scale Factor Converg.
 LH1380;SPC NE       -    98,596.745   583,631.315   MT  0.99975260   +0 39 22.0
 LH1380;UTM  14      - 4,507,347.956   499,160.222   MT  0.99960001   -0 00 23.3
 LH1380
 LH1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1380!SPC NE       -   0.99990202  x   0.99975260  =   0.99965464
 LH1380!UTM  14      -   0.99990202  x   0.99960001  =   0.99950207
 LH1380
 LH1380                          SUPERSEDED SURVEY CONTROL
 LH1380
 LH1380  ELLIP H (09/18/97)  624.74   (m)                       GP(       ) 4 1
 LH1380  NAD 83(1995)-  40 43 01.38670(N)    099 00 35.79391(W) AD(       ) 1
 LH1380  ELLIP H (08/18/97)  624.73   (m)                       GP(       ) 4 1
 LH1380  NAD 83(1986)-  40 43 01.39377(N)    099 00 35.79704(W) AD(       ) 1
 LH1380  NGVD 29 (02/14/92)  648.871  (m)         2128.84   (f) ADJUSTED    1 2
 LH1380
 LH1380.Superseded values are not recommended for survey control.
 LH1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1380.See file dsdata.txt to determine how the superseded data were derived.
 LH1380
 LH1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9916007348(NAD 83)
 LH1380_MARKER: DT = TOPOGRAPHIC STATION DISK
 LH1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1380_SP_SET: CONCRETE POST
 LH1380_STAMPING: AP STA B 1967
 LH1380_MARK LOGO: CGS   
 LH1380_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1380+STABILITY: SURFACE MOTION
 LH1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1380+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1997
 LH1380
 LH1380  HISTORY     - Date     Condition        Report By
 LH1380  HISTORY     - 1967     MONUMENTED       CGS
 LH1380  HISTORY     - 19890413 GOOD             NGS
 LH1380  HISTORY     - 19900615 GOOD             NGS
 LH1380  HISTORY     - 19911008 GOOD             NGS
 LH1380  HISTORY     - 19950726 GOOD             NGS
 LH1380  HISTORY     - 19970724 GOOD             NGS
 LH1380
 LH1380                          STATION DESCRIPTION
 LH1380
 LH1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1380'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) EAST-NORTHEAST OF
 LH1380'KEARNEY, AT THE KEARNEY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 LH1380'KEARNEY, KEARNEY, NE 68847.  AIRPORT MANAGER IS RODNEY JOHNSON,
 LH1380'TELEPHONE IS 308-237-5133.
 LH1380'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 LH1380'STATE HIGHWAY 44 (EXIT 272), ON THE SOUTH SIDE OF KEARNEY, GO NORTH ON
 LH1380'HIGHWAY 44 FOR 3.45 KM (2.15 MI) TO THE JUNCTION WITH U.S. HIGHWAY 30.
 LH1380'TURN RIGHT AND GO EAST ON U.S. HIGHWAY 30 FOR 5.85 KM (3.65 MI) TO A
 LH1380'PAVED ROAD LEFT.  TURN LEFT AND GO NORTH FOR 1.03 KM (0.65 MI) TO A
 LH1380'GRAVEL CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.08 KM (0.05 MI) TO
 LH1380'GATE 10 WHICH IS LOCKED AFTER WORKING HOURS.  PASS THROUGH THE GATE
 LH1380'AND GO EAST ALONG THE SOUTH SIDE OF AN APRON FOR 0.21 KM (0.15 MI) TO
 LH1380'A TAXIWAY ON THE RIGHT.  BEAR RIGHT AND GO SOUTHEAST ON THE TAXIWAY
 LH1380'FOR 0.25 KM (0.15 MI) TO THE JUNCTION WITH RUNWAY END 36 AND THE
 LH1380'STATION ON THE EAST SIDE OF THE RUNWAY AT THE RUNWAY THRESHOLD LIGHTS.
 LH1380'THE STATION MARK IS SET 15.2 M (49.9 FT) EAST OF THE RUNWAY EDGE, 3.2
 LH1380'M (10.5 FT) EAST OF THE EAST THRESHOLD LIGHT, 0.3 M (1.0 FT) NORTH OF
 LH1380'THE LINE OF LIGHTS, ON LINE WITH THE NORTH-SOUTH MACADAM-CONCRETE LINE
 LH1380'ON THE ABANDONED TAXIWAY AND IS RECESSED 1 CM BELOW THE SURFACE.
 LH1380'DESCRIBED BY G.R.HEID.
 LH1380
 LH1380                          STATION RECOVERY (1990)
 LH1380
 LH1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LH1380'THE STATION IS LOCATED NEAR THE SOUTH END OF RUNWAY 18-36, 125 FT
 LH1380'(38.1 M) EAST OF THE CENTERLINE END OF RUNWAY 36, 75 FT (22.9 M) EAST
 LH1380'OF THE EAST EDGE OF THE RUNWAY AND 10 FT (3.0 M) EAST OF THE EAST
 LH1380'THRESHOLD LIGHT.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED
 LH1380'AP 1967 STA B SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT
 LH1380'FLUSH WITH THE GROUND.
 LH1380
 LH1380                          STATION RECOVERY (1991)
 LH1380
 LH1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1380'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1380'STATE HIGHWAY 44 IN KEARNEY, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG
 LH1380'THE KEARNEY MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI)
 LH1380'EASTERLY ALONG A GRAVELED ROAD, THENCE 0.2 KM (0.10 MI) EASTERLY
 LH1380'ALONG THE SOUTH EDGE OF AN APRON, THENCE 0.3 KM (0.20 MI)
 LH1380'SOUTHEASTERLY ALONG A TAXIWAY, 15.4 M (50.5 FT) EAST OF THE EAST EDGE
 LH1380'OF RUNWAY 36, 12.6 M (41.3 FT) NORTHEAST OF AND LEVEL WITH THE
 LH1380'NORTHWEST EDGE OF THE TAXIWAY, 3.2 M (10.5 FT) EAST OF AND IN LINE
 LH1380'WITH THE MOST EASTERLY OF 4 THRESHOLD LIGHTS NUMBER 50, AND THE
 LH1380'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH1380
 LH1380                          STATION RECOVERY (1995)
 LH1380
 LH1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1380'THE STATION IS LOCATED 8.0 MI (12.9 KM) WEST-SOUTHWEST OF GIBBON, 4.0
 LH1380'MI (6.4 KM) EAST-NORTHEAST OF KEARNEY, AT THE KEARNEY MUNICIPAL
 LH1380'AIRPORT NEAR THE APPROACH END OF RUNWAY 36 AND IN LINE WITH THE
 LH1380'THRESHOLD LIGHTS.  OWNERSHIP--CITY OF KEARNEY, PO BOX 1180, KEARNEY NE
 LH1380'68847.  AIRPORT MANAGER IS RODNEY JOHNSON, PHONE (308) 234-2318. TO
 LH1380'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE
 LH1380'HIGHWAY 44 (EXIT 272) ON THE SOUTH SIDE OF KEARNEY, GO NORTH ON STATE
 LH1380'HIGHWAY 44 FOR 2.15 MI (3.46 KM) TO AN INTERSECTION, TURN RIGHT AND GO
 LH1380'EAST ON US HIGHWAY 30 FOR 3.65 MI (5.87 KM) TO A PAVED ROAD LEFT, TURN
 LH1380'LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.65 MI (1.05 KM) TO AN
 LH1380'INTERSECTION, TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 0.05 MI
 LH1380'(0.08 KM) TO A GATE, PASS THROUGH GATE, CONTINUE AHEAD AND GO EAST ON
 LH1380'THE APRON FOR 0.15 MI (0.24 KM) TO THE EAST EDGE OF THE APRON, TURN
 LH1380'RIGHT AND GO SOUTHEAST ON A TAXIWAY FOR 0.2 MI (0.3 KM) TO THE RUNWAY
 LH1380'THRESHOLD AND THE STATION TO THE LEFT AND ACROSS THE RUNWAY. THE
 LH1380'STATION IS 125.0 FT (38.1 M) EAST OF THE RUNWAY CENTER, 41.3 FT (12.6
 LH1380'M) NORTHEAST OF THE NORTHEAST EDGE OF A TAXIWAY, 10.5 FT (3.2 M) EAST
 LH1380'OF THE MOST EASTERLY OF FOUR THRESHOLD LIGHTS.  THIS STATION TO BE
 LH1380'USED AS SACS.
 LH1380
 LH1380                          STATION RECOVERY (1997)
 LH1380
 LH1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1380'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0424 ***********************************************************************
 LJ0424  DESIGNATION -  EARL
 LJ0424  PID         -  LJ0424
 LJ0424  STATE/COUNTY-  NE/FRONTIER
 LJ0424  USGS QUAD   -  MEDICINE CREEK DAM (1956)
 LJ0424
 LJ0424                         *CURRENT SURVEY CONTROL
 LJ0424  ___________________________________________________________________
 LJ0424* NAD 83(1995)-  40 29 49.07677(N)    100 09 34.45729(W)     ADJUSTED  
 LJ0424* NAVD 88     -       794.01   (+/-2cm)    2605.0    (feet)  VERTCON   
 LJ0424  ___________________________________________________________________
 LJ0424  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 LJ0424  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 LJ0424
 LJ0424  HORZ ORDER  -  FIRST
 LJ0424  VERT ORDER  -  THIRD ? (See Below)
 LJ0424
 LJ0424.The horizontal coordinates were established by classical geodetic methods
 LJ0424.and adjusted by the National Geodetic Survey in August 1997..
 LJ0424
 LJ0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0424.The vertical order pertains to the NGVD 29 superseded value.
 LJ0424
 LJ0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0424
 LJ0424.The geoid height was determined by GEOID03.
 LJ0424
 LJ0424;                    North         East     Units Scale Factor Converg.
 LJ0424;SPC NE       -    73,695.976   486,475.422   MT  0.99981221   -0 06 20.7
 LJ0424;UTM  14      - 4,483,563.696   401,739.546   MT  0.99971885   -0 45 11.1
 LJ0424
 LJ0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0424!SPC NE       -   0.99987923  x   0.99981221  =   0.99969146
 LJ0424!UTM  14      -   0.99987923  x   0.99971885  =   0.99959811
 LJ0424
 LJ0424:                Primary Azimuth Mark                     Grid Az
 LJ0424:SPC NE       -  ELWOOD MUNICIPAL STANDPIPE               067 49 18.7
 LJ0424:UTM  14      -  ELWOOD MUNICIPAL STANDPIPE               068 28 09.1
 LJ0424
 LJ0424|---------------------------------------------------------------------|
 LJ0424| PID    Reference Object                     Distance      Geod. Az  |
 LJ0424|                                                           dddmmss.s |
 LJ0424| LH1067 ELWOOD MUNICIPAL STANDPIPE          APPROX.27.5 KM 0674258.0 |
 LJ0424| CN9206 EARL AZ MK                                         0900617.2 |
 LJ0424| LJ0546 EARL AZ MK 2                        APPROX. 1.4 KM 0901824.3 |
 LJ0424| CN9207 EARL RM 1                            36.073 METERS 09434     |
 LJ0424| CN9208 EARL RM 2                            40.612 METERS 26609     |
 LJ0424| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.29.5 KM 3164349.6 |
 LJ0424| LJ0393 FARNAM MUNICIPAL STANDPIPE          APPROX.24.1 KM 3485907.7 |
 LJ0424|---------------------------------------------------------------------|
 LJ0424
 LJ0424                          SUPERSEDED SURVEY CONTROL
 LJ0424
 LJ0424  NAD 83(1986)-  40 29 49.08029(N)    100 09 34.46180(W) AD(       ) 1
 LJ0424  NAD 27      -  40 29 49.05786(N)    100 09 32.97466(W) AD(       ) 1
 LJ0424  NGVD 29 (02/17/94)  793.70   (m)         2604.0    (f) LEVELING    3  
 LJ0424
 LJ0424.Superseded values are not recommended for survey control.
 LJ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0424.See file dsdata.txt to determine how the superseded data were derived.
 LJ0424
 LJ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0174083564(NAD 83)
 LJ0424_MARKER: DS = TRIANGULATION STATION DISK
 LJ0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0424_SP_SET: CONCRETE POST
 LJ0424_STAMPING: EARL 1934
 LJ0424_MARK LOGO: CGS   
 LJ0424_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0424+STABILITY: SURFACE MOTION
 LJ0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0424+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1983
 LJ0424
 LJ0424  HISTORY     - Date     Condition        Report By
 LJ0424  HISTORY     - 1934     MONUMENTED       CGS
 LJ0424  HISTORY     - 1934     GOOD             CGS
 LJ0424  HISTORY     - 1951     GOOD             CGS
 LJ0424  HISTORY     - 19830428 GOOD             NEDR
 LJ0424
 LJ0424                          STATION DESCRIPTION
 LJ0424
 LJ0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0424'STATION IS LOCATED IN SECTION 9, T. 6 N., R. 25 W., EARL
 LJ0424'TOWNSHIP, ON PROPERTY OWNED BY J.O. DECKER.  IT IS 10 FEET
 LJ0424'SOUTH OF FENCE, 43 FEET SOUTH OF CENTERLINE OF ROAD, AND
 LJ0424'12 INCHES UNDERGROUND.
 LJ0424'
 LJ0424'TO REACH FROM JUNCTION OF STATE HIGHWAYS 23S AND 21 IN ELWOOD,
 LJ0424'GO SOUTH ON STATE HIGHWAYS 23S AND 21 FOR 5.0 MILES TO JUNCTION,
 LJ0424'CONTINUE ON HIGHWAY 23S FOR 16.55 MILES, THENCE LEFT (SOUTH)
 LJ0424'JUST AFTER CROSSING SMALL BRIDGE, FOR 1.15 MILES, THENCE RIGHT
 LJ0424'(WEST) FOR 0.15 MILE TO TOP OF GRADE AND STATION, ON SOUTH.
 LJ0424'
 LJ0424'REFERENCE MARK NO. 1 IS 118.35 FEET EAST OF STATION, 1 FOOT
 LJ0424'SOUTH OF FENCE, 34 FEET SOUTH OF CENTERLINE OF ROAD, AND
 LJ0424'PROJECTS 6 INCHES.
 LJ0424'
 LJ0424'REFERENCE MARK NO. 2 IS 133.24 FEET WEST OF STATION, 1 FOOT
 LJ0424'SOUTH OF FENCE, 34 FEET SOUTH OF CENTERLINE OF ROAD, AND
 LJ0424'PROJECTS 6 INCHES.
 LJ0424'
 LJ0424'AZIMUTH MARK IS 1.0 MILE EAST OF STATION, 1 FOOT NORTH OF
 LJ0424'FENCE, 35 FEET NORTH OF CENTERLINE OF ROAD, 157 FEET WEST OF
 LJ0424'FENCE CORNER, AND PROJECTS 10 INCHES ABOVE GROUND.  TO REACH
 LJ0424'FROM STATION, GO EAST 0.2 MILE TO CURVE AND DIM DIRT ROAD
 LJ0424'ON LEFT, THENCE LEFT AND FOLLOW DIM ROAD NORTH AND EAST FOR
 LJ0424'0.9 MILE TO MARK ON NORTH SIDE, ABOUT 200 FEET WEST OF SMALL
 LJ0424'HOUSE.
 LJ0424'
 LJ0424'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 LJ0424
 LJ0424                          STATION RECOVERY (1934)
 LJ0424
 LJ0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LJ0424'RECOVERED IN GOOD CONDITION.
 LJ0424
 LJ0424                          STATION RECOVERY (1951)
 LJ0424
 LJ0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0424'THE STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 LJ0424'RECOVERED AND FOUND TO BE IN GOOD CONDITION, BUT REFERENCE
 LJ0424'MARK NO. 1 WAS NOT FOUND.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 LJ0424'MARK WERE DESTROYED.
 LJ0424'
 LJ0424'THE STATION IS LOCATED ABOUT 12.0 MILES NORTH OF CAMBRIDGE
 LJ0424'AND ABOUT 10.5 MILES SOUTH-SOUTHWEST OF EUSTIS IN THE SOUTH
 LJ0424'EDGE OF A CULTIVATED FIELD, 33 FEET NORTH OF THE CENTER OF
 LJ0424'AN EAST-WEST ROAD AND 10 FEET NORTH OF AN EAST-WEST FENCE
 LJ0424'LINE.  IT IS STAMPED EARL 1934 AND IS 12 INCHES BELOW THE
 LJ0424'GROUND SURFACE.
 LJ0424'
 LJ0424'TO REACH THE STATION FROM THE INTERSECTION JUST NORTH OF THE
 LJ0424'POST OFFICE IN STOCKVILLE, GO EAST ON STATE HIGHWAY 23S FOR
 LJ0424'13.5 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON DIRT
 LJ0424'ROAD FOR 1.1 MILES TO A T ROAD LEFT, TURN LEFT AND GO EAST
 LJ0424'FOR 0.7 MILE TO TOP OF HILL AND STATION IN FIELD ON LEFT
 LJ0424'AS DESCRIBED.
 LJ0424'
 LJ0424'A NEW STATION EARL 2 WAS ESTABLISHED.  (SEE DESCRIPTION
 LJ0424'THEREOF.).  THE ORIGINAL STATION EARL 1934 WAS RECOVERED AFTER
 LJ0424'EARL 2 WAS ESTABLISHED AND FOLLOWING THE COMPUTATION OF AN
 LJ0424'INVERSE.
 LJ0424
 LJ0424                          STATION RECOVERY (1983)
 LJ0424
 LJ0424'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1983
 LJ0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0556 ***********************************************************************
 MN0556  DESIGNATION -  EARL
 MN0556  PID         -  MN0556
 MN0556  STATE/COUNTY-  NE/CHEYENNE
 MN0556  USGS QUAD   -  POINT OF ROCKS (1972)
 MN0556
 MN0556                         *CURRENT SURVEY CONTROL
 MN0556  ___________________________________________________________________
 MN0556* NAD 83(1995)-  41 09 49.62144(N)    103 13 19.48279(W)     ADJUSTED  
 MN0556* NAVD 88     -      1384.23   (+/-2cm)    4541.4    (feet)  VERTCON   
 MN0556  ___________________________________________________________________
 MN0556  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 MN0556  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 MN0556
 MN0556  HORZ ORDER  -  SECOND
 MN0556  VERT ORDER  -  THIRD ? (See Below)
 MN0556
 MN0556.The horizontal coordinates were established by classical geodetic methods
 MN0556.and adjusted by the National Geodetic Survey in August 1997..
 MN0556
 MN0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0556.The vertical order pertains to the NGVD 29 superseded value.
 MN0556
 MN0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0556
 MN0556.The geoid height was determined by GEOID03.
 MN0556
 MN0556;                    North         East     Units Scale Factor Converg.
 MN0556;SPC NE       -   152,750.956   229,732.097   MT  0.99967632   -2 08 06.9
 MN0556;UTM  13      - 4,558,462.394   649,158.409   MT  0.99987382   +1 10 13.7
 MN0556
 MN0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0556!SPC NE       -   0.99978598  x   0.99967632  =   0.99946236
 MN0556!UTM  13      -   0.99978598  x   0.99987382  =   0.99965982
 MN0556
 MN0556:                Primary Azimuth Mark                     Grid Az
 MN0556:SPC NE       -  ORDVILLE SIOUX ORD DEPOT STACK           062 02 22.5
 MN0556:UTM  13      -  ORDVILLE SIOUX ORD DEPOT STACK           058 44 01.9
 MN0556
 MN0556|---------------------------------------------------------------------|
 MN0556| PID    Reference Object                     Distance      Geod. Az  |
 MN0556|                                                           dddmmss.s |
 MN0556| MN0542 ORDVILLE SIOUX ORD DEPOT STACK      APPROX.11.6 KM 0595415.6 |
 MN0556| MN0543 ORDVILLE SIOUX ORD DEPOT TANK       APPROX.11.8 KM 0600301.5 |
 MN0556| MN0683 EARL AZ MK 2                        473.394 METERS 2712618.8 |
 MN0556| MN0699 EARL RM 1                            30.828 METERS 28233     |
 MN0556| MN0700 EARL RM 2                            22.555 METERS 34441     |
 MN0556| MN0701 EARL RM 3                            21.820 METERS 35311     |
 MN0556| MN0698 EARL AZ MK                                         3592359.3 |
 MN0556|---------------------------------------------------------------------|
 MN0556
 MN0556                          SUPERSEDED SURVEY CONTROL
 MN0556
 MN0556  NAD 83(1995)-  41 09 49.61992(N)    103 13 19.48307(W) AD(       ) 2
 MN0556  NAD 83(1986)-  41 09 49.61374(N)    103 13 19.48333(W) AD(       ) 2
 MN0556  NAD 27      -  41 09 49.67630(N)    103 13 17.73760(W) AD(       ) 2
 MN0556  NGVD 29 (07/19/86) 1383.60   (m)         4539.4    (f) LEVELING    3  
 MN0556
 MN0556.Superseded values are not recommended for survey control.
 MN0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0556.See file dsdata.txt to determine how the superseded data were derived.
 MN0556
 MN0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4915858462(NAD 83)
 MN0556_MARKER: DS = TRIANGULATION STATION DISK
 MN0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0556_SP_SET: CONCRETE POST
 MN0556_STAMPING: EARL 1963
 MN0556_MARK LOGO: CGS   
 MN0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0556+STABILITY: SURFACE MOTION
 MN0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0556+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1982
 MN0556
 MN0556  HISTORY     - Date     Condition        Report By
 MN0556  HISTORY     - 1963     MONUMENTED       CGS
 MN0556  HISTORY     - 1963     GOOD             CGS
 MN0556  HISTORY     - 19820804 GOOD             NGS
 MN0556
 MN0556                          STATION DESCRIPTION
 MN0556
 MN0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0556'THE STATION IS LOCATED 13-1/2 MILES WEST OF SIDNEY, 6-1/2 MILES
 MN0556'SOUTHEAST OF POTTER, AND 6 MILES WEST-SOUTHWEST OF BROWNSON.
 MN0556'IT IS IN THE EAST RIGHT-OF-WAY FENCE LINE OF THE ROAD, IN THE
 MN0556'NORTHEAST CORNER OF A ROAD INTERSECTION, AND AT A POINT WHERE
 MN0556'THE EAST RIGHT-OF-WAY FENCE OF THE NORTH-SOUTH ROAD MAKES A
 MN0556'45 DEG BEND TO THE SOUTHEAST.
 MN0556'
 MN0556'TO REACH THE STATION FROM THE POST OFFICE IN POTTER, GO SOUTH
 MN0556'ON CHESTNUT STREET, ACROSS THE RAILROAD TRACKS, 0.2 MILE TO
 MN0556'U.S. HIGHWAY 30.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 30
 MN0556'FOR 5.0 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO SOUTH
 MN0556'2.85 MILES TO THE AZIMUTH MARK IN THE FENCE LINE ON THE LEFT.
 MN0556'CONTINUE SOUTH 0.35 MILE TO THE STATION ON THE LEFT AT A
 MN0556'CROSSROAD.
 MN0556'
 MN0556'THE STATION MARK IS A STANDARD DISK STAMPED EARL 1963 SET IN
 MN0556'THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 3 INCHES
 MN0556'ABOVE GROUND.  IT IS 50.0 FEET NORTHEAST OF THE INTERSECTION
 MN0556'OF THE ROAD CENTERLINES, AND 1.9 FEET EAST OF A METAL WITNESS
 MN0556'POST WITH SIGN.
 MN0556'
 MN0556'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EARL NO 1
 MN0556'1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 MN0556'1 INCH ABOVE GROUND.  IT IS 68.3 FEET NORTHWEST OF THE INTERSECTION
 MN0556'OF THE ROAD CENTERLINES, 1.7 FEET NORTH OF THE BASE OF A FENCE
 MN0556'CORNER POST, AND 3 FEET LOWER THAN THE STATION MARK.
 MN0556'
 MN0556'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED EARL NO 2
 MN0556'1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 MN0556'3 INCHES ABOVE GROUND.  IT IS 27.3 FEET EAST OF THE CENTER
 MN0556'OF THE NORTH-SOUTH ROAD, 1.1 FEET EAST OF THE OLD EAST
 MN0556'RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET LOWER THAN THE STATION MARK.
 MN0556'AFTER THE STATION HAD BEEN OCCUPIED IT WAS DISCOVERED THIS
 MN0556'MARK WAS ALMOST DESTROYED BY ROAD WIDENING OPERATIONS AND
 MN0556'REFERENCE MARK THREE WAS ESTABLISHED.
 MN0556'
 MN0556'REFERENCE MARK THREE IS A STANDARD DISK STAMPED EARL NO 3 1963
 MN0556'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 4
 MN0556'INCHES ABOVE GROUND.  IT IS 37 FEET EAST OF THE CENTER OF
 MN0556'THE ROAD, 1.2 FEET EAST OF THE NEW EAST RIGHT-OF-WAY FENCE,
 MN0556'AND ABOUT 4 FEET LOWER THAN THE STATION MARK.
 MN0556'
 MN0556'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EARL 1963 SET IN
 MN0556'THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 8 INCHES
 MN0556'ABOVE GROUND.  IT IS 24 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 MN0556'ROAD, AND 1.4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 MN0556'
 MN0556'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 3 IS 102.77 FT. OR
 MN0556'(31.324 M.).
 MN0556
 MN0556                          STATION RECOVERY (1963)
 MN0556
 MN0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0556'RECOVERED IN GOOD CONDITION.
 MN0556
 MN0556                          STATION RECOVERY (1982)
 MN0556
 MN0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MN0556'THE SURFACE STATION MARK, RM 1, RM 3 AND THE AZIMUTH MARK WERE ALL
 MN0556'RECOVERED IN GOOD CONDITION.  RM 2 WAS FOUND IN POOR CONDITION
 MN0556'BECAUSE OF EROSION.  THE AZIMUTH MARK WILL BE DESTROYED BY ROAD
 MN0556'CONSTRUCTION, THEREFORE AN AZIMUTH MARK 2 HAS BEEN ESTABLISHED.  THE
 MN0556'DISKS WERE SALVAGED FORM RM 2 AND THE AZIMUTH MARK.  SATISFACTORY
 MN0556'CHECKS WERE OBTAINED TO REFERENCE MARKS 1 AND 3.  THE CENTER OF THE
 MN0556'TOP OF THE WESTERN NEBRASKA TECHNICAL COLLEGE WATER TANK WAS ALSO
 MN0556'OBSERVED UPON.
 MN0556'THE STATION IS LOCATED ABOUT 21.73 KM (13.50 MI) WEST FROM SIDNEY,
 MN0556'10.46 KM (6.50 MI) SOUTHEAST FROM POTTER, 9.66 KM (6.00 MI)
 MN0556'WEST-SOUTHWEST FROM BROWNSON AND ON ROAD RIGHT-OF-WAY.
 MN0556'TO REACH FROM THE POST OFFICE IN POTTER, GO SOUTH ON CHESTNUT STREET
 MN0556'FOR 0.32 KM (0.20 MI) TO U.S. HIGHWAY 30.  TURN LEFT AND GO EAST ON
 MN0556'THE HIGHWAY FOR 8.05 KM (5.00 MI) TO A GRAVELED CROSSROAD.  TURN LEFT
 MN0556'AND GO SOUTH ON THE GRAVELED ROAD FOR 5.15 KM (3.20 MI) TO THE STATION
 MN0556'ON THE LEFT, AT A CROSSROAD.
 MN0556'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 MN0556'FLUSH.  IT IS 14.35 M (47.08 FT) EAST FROM THE CENTERLINE OF THE
 MN0556'NORTH/SOUTH ROAD, 11.0 M (36.1 FT) NORTH FROM THE CENTERLINE OF THE
 MN0556'EAST/WEST ROAD, 6.35 M (20.83 FT) SOUTHEAST FROM AN END POWER POLE
 MN0556'AND 0.30 M (0.98 FT) SOUTHEAST FROM A WITNESS POST.  THE UNDERGROUND
 MN0556'MARK WAS NOT INSPECTED.   THE SURFACE MARK IS ALSO A USGS BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0423 ***********************************************************************
 LJ0423  DESIGNATION -  EARL 2
 LJ0423  PID         -  LJ0423
 LJ0423  STATE/COUNTY-  NE/FRONTIER
 LJ0423  USGS QUAD   -  MEDICINE CREEK DAM (1956)
 LJ0423
 LJ0423                         *CURRENT SURVEY CONTROL
 LJ0423  ___________________________________________________________________
 LJ0423* NAD 83(1995)-  40 29 48.31170(N)    100 09 35.26191(W)     ADJUSTED  
 LJ0423* NAVD 88     -       794.44   (+/-2cm)    2606.4    (feet)  VERTCON   
 LJ0423  ___________________________________________________________________
 LJ0423  X           -    -856,861.575 (meters)                     COMP
 LJ0423  Y           -  -4,781,485.196 (meters)                     COMP
 LJ0423  Z           -   4,120,586.000 (meters)                     COMP
 LJ0423  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 LJ0423  ELLIP HEIGHT-         770.35  (meters)          (06/27/02) GPS OBS
 LJ0423  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 LJ0423
 LJ0423  HORZ ORDER  -  SECOND
 LJ0423  VERT ORDER  -  THIRD ? (See Below)
 LJ0423  ELLP ORDER  -  FOURTH    CLASS I
 LJ0423
 LJ0423.The horizontal coordinates were established by classical geodetic methods
 LJ0423.and adjusted by the National Geodetic Survey in August 1997..
 LJ0423
 LJ0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0423.The vertical order pertains to the NGVD 29 superseded value.
 LJ0423
 LJ0423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0423
 LJ0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0423
 LJ0423.The ellipsoidal height was determined by GPS observations
 LJ0423.and is referenced to NAD 83.
 LJ0423
 LJ0423.The geoid height was determined by GEOID03.
 LJ0423
 LJ0423;                    North         East     Units Scale Factor Converg.
 LJ0423;SPC NE       -    73,672.416   486,456.435   MT  0.99981227   -0 06 21.2
 LJ0423;UTM  14      - 4,483,540.355   401,720.296   MT  0.99971889   -0 45 11.7
 LJ0423
 LJ0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0423!SPC NE       -   0.99987917  x   0.99981227  =   0.99969146
 LJ0423!UTM  14      -   0.99987917  x   0.99971889  =   0.99959809
 LJ0423
 LJ0423|---------------------------------------------------------------------|
 LJ0423| PID    Reference Object                     Distance      Geod. Az  |
 LJ0423|                                                           dddmmss.s |
 LJ0423| LJ0561 EARL 2 RM 3                          19.148 METERS 09128     |
 LJ0423| LJ0422 CAMBRIDGE REA RADIO MAST            APPROX.23.7 KM 1853047.8 |
 LJ0423| LJ0560 EARL 2 AZ MK                                       2903027.5 |
 LJ0423| LJ0562 EARL 2 RM 4                          20.340 METERS 35928     |
 LJ0423|---------------------------------------------------------------------|
 LJ0423
 LJ0423                          SUPERSEDED SURVEY CONTROL
 LJ0423
 LJ0423  ELLIP H (08/18/97)  770.39   (m)                       GP(       ) 4 1
 LJ0423  NAD 83(1986)-  40 29 48.31524(N)    100 09 35.26640(W) AD(       ) 2
 LJ0423  NAD 27      -  40 29 48.29281(N)    100 09 33.77930(W) AD(       ) 2
 LJ0423  NGVD 29 (07/19/86)  794.13   (m)         2605.4    (f) LEVELING    3  
 LJ0423
 LJ0423.Superseded values are not recommended for survey control.
 LJ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0423.See file dsdata.txt to determine how the superseded data were derived.
 LJ0423
 LJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0172083540(NAD 83)
 LJ0423_MARKER: DS = TRIANGULATION STATION DISK
 LJ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0423_SP_SET: CONCRETE POST
 LJ0423_STAMPING: EARL 2 1951
 LJ0423_MARK LOGO: CGS   
 LJ0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0423+STABILITY: SURFACE MOTION
 LJ0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0423+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1989
 LJ0423
 LJ0423  HISTORY     - Date     Condition        Report By
 LJ0423  HISTORY     - 1951     MONUMENTED       CGS
 LJ0423  HISTORY     - 1951     GOOD             CGS
 LJ0423  HISTORY     - 19830428 GOOD             NEDR
 LJ0423  HISTORY     - 19890517 GOOD             NGS
 LJ0423
 LJ0423                          STATION DESCRIPTION
 LJ0423
 LJ0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0423'THE STATION IS LOCATED ABOUT 12.0 MILES NORTH OF CAMBRIDGE
 LJ0423'AND 10.5 MILES SOUTH-SOUTHWEST OF EUSTIS ALONG THE RIGHT-OF-WAY
 LJ0423'OF A GRADED ROAD.  IT IS 35.0 FEET SOUTH OF THE CENTER OF A
 LJ0423'GRADED ROAD, PROJECTS 2 INCHES AND IS STAMPED EARL 2 1951.
 LJ0423'
 LJ0423'REFERENCE MARK NO. 3 IS ABOUT THE SAME ELEVATION AS THE
 LJ0423'STATION.  IT IS 37.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD,
 LJ0423'PROJECTS 3 INCHES AND IS STAMPED EARL 2 NO 3 1951.
 LJ0423'
 LJ0423'REFERENCE MARK NO. 4 IS LOCATED ACROSS THE ROAD AND IS ABOUT
 LJ0423'THE SAME ELEVATION AS THE STATION.  IT IS 31.0 FEET NORTH
 LJ0423'OF THE CENTER OF A GRADED ROAD.  0.5 FOOT SOUTH OF A WOVEN
 LJ0423'WIRE FENCE AND DIRECTLY UNDER A TELEPHONE LINE.  IT PROJECTS
 LJ0423'4 INCHES AND IS STAMPED EARL 2 NO 4 1951.
 LJ0423'
 LJ0423'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 LJ0423'NO. 4 IS 93.2 FEET.
 LJ0423'
 LJ0423'THE AZIMUTH MARK IS ABOUT 0.1 MILE NORTH-NORTHWEST OF A WINDMILL,
 LJ0423'31.0 FEET WEST OF THE CENTER OF A GRADED ROAD AND DIRECTLY IN A
 LJ0423'NORTH-SOUTH FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED EARL 2
 LJ0423'1951.
 LJ0423'
 LJ0423'TO REACH THE STATION FROM THE POST OFFICE IN CAMBRIDGE, GO SOUTH
 LJ0423'ON THE MAIN STREET FOR 1 BLOCK TO U.S. HIGHWAYS NO. 6 AND 34.
 LJ0423'TURN LEFT AND GO EAST ON U.S. HIGHWAYS NO. 6 AND 34 FOR 0.55
 LJ0423'MILE TO A GRAVEL ROAD LEFT JUST AFTER CROSSING A CEMENT BRIDGE.
 LJ0423'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 4.5 MILES TO A FORK
 LJ0423'AT THE END OF GRAVEL, TAKE THE LEFT FORK AND GO NORTH AND WEST
 LJ0423'ON A GRADED ROAD FOR 1.65 MILES TO A CROSSROAD AND MAIL BOX ON
 LJ0423'THE LEFT.  TURN RIGHT AND FOLLOW THE MAIN ROAD NORTH FOR 1.95 MILES
 LJ0423'TO A FORK WHERE THE MAIN ROAD BEARS LEFT, TAKE RIGHT FORK AND GO
 LJ0423'NORTHERLY ON A GRADED ROAD FOR 7.15 MILES TO A FORK, TAKE RIGHT
 LJ0423'FORK AND GO EAST FOR 0.35 MILE TO THE TOP OF THE HILL AND
 LJ0423'THE STATION ON THE RIGHT AS DESCRIBED.
 LJ0423'
 LJ0423'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRADED
 LJ0423'ROAD FOR 0.35 MILE TO A FORK, TAKE RIGHT FORK AND GO NORTH
 LJ0423'AND WEST ON A GRADED ROAD FOR 0.4 MILE TO A POINT WHERE THE
 LJ0423'ROAD TURNS RIGHT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LJ0423'
 LJ0423'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 LJ0423
 LJ0423                          STATION RECOVERY (1951)
 LJ0423
 LJ0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LJ0423'RECOVERED IN GOOD CONDITION.
 LJ0423
 LJ0423                          STATION RECOVERY (1983)
 LJ0423
 LJ0423'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1983
 LJ0423'RECOVERED IN GOOD CONDITION.
 LJ0423
 LJ0423                          STATION RECOVERY (1989)
 LJ0423
 LJ0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0423'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) EAST OF STOCKVILLE,
 LJ0423'19.3 KM (12.00 MI) NORTH OF CAMBRIDGE, 16.9 KM (10.50 MI)
 LJ0423'SOUTH-SOUTHWEST OF EUSTIS.
 LJ0423'TO REACH THE STATION FROM THE INTERSECTION JUST NORTH OF THE POST
 LJ0423'OFFICE IN STOCKVILLE, GO EAST ON STATE HIGHWAY 18 FOR 21.7 KM
 LJ0423'(13.50 MI) TO A GRADED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 LJ0423'THE GRADED ROAD FOR 1.77 KM (1.10 MI) TO A DIRT ROAD LEFT.  TURN LEFT
 LJ0423'AND GO EAST ON THE DIRT ROAD FOR 1.13 KM (0.70 MI) TO THE STATION ON
 LJ0423'THE RIGHT.  TO REACH THE STATION FROM THE U.S. POST OFFICE IN ELWOOD,
 LJ0423'LOCATED ALONG U.S. HIGHWAY 283, GO SOUTH ON U.S. HIGHWAY 283 FOR 0.08
 LJ0423'KM (0.05 MI) TO THE JUNCTION WITH STATE HIGHWAY 23.  CONTINUE SOUTH ON
 LJ0423'U.S. HIGHWAY 283 FOR 11.3 KM (7.00 MI) TO THE JUNCTION WITH STATE
 LJ0423'ROUTE 18 ON THE RIGHT.  TURN RIGHT AND AND GO WEST ALONG STATE ROUTE
 LJ0423'18 FOR 8.13 KM (5.05 MI) TO A CROSSROAD AND THE FRONTIER-GOSPER COUNTY
 LJ0423'LINE.  CONTINUE WEST ALONG STATE ROUTE 18 FOR 3.2 KM (2.00 MI) TO
 LJ0423'ANOTHER CROSSROAD WITH THE ROAD RIGHT LEADING TO EUSTIS.  CONTINUE
 LJ0423'WEST ALONG STATE ROUTE 18 FOR 14.3 KM (8.90 MI) TO THE GRADED ROAD ON
 LJ0423'THE LEFT, 0.8 KM (0.50 MI) WEST OF MILEMARKER 24.
 LJ0423'THE STATION MARK IS SET 9.8 M (32.2 FT) SOUTH OF THE APPROXIMATE
 LJ0423'CENTER OF THE DIRT ROAD, 0.76 M (2.5 FT) EAST OF A WITNESS POST AND
 LJ0423'PROJECTS 12 CM ABOVE THE SURFACE.
 LJ0423'DESCRIBED BY E.A.RICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0683 ***********************************************************************
 MN0683  DESIGNATION -  EARL AZ MK 2
 MN0683  PID         -  MN0683
 MN0683  STATE/COUNTY-  NE/CHEYENNE
 MN0683  USGS QUAD   -  POINT OF ROCKS (1972)
 MN0683
 MN0683                         *CURRENT SURVEY CONTROL
 MN0683  ___________________________________________________________________
 MN0683* NAD 83(1995)-  41 09 50.00619(N)    103 13 39.78247(W)     ADJUSTED  
 MN0683* NAVD 88     -      1387.3    (meters)    4552.     (feet)  VERTCON   
 MN0683  ___________________________________________________________________
 MN0683  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 MN0683  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 MN0683
 MN0683  HORZ ORDER  -  THIRD
 MN0683
 MN0683.The horizontal coordinates were established by classical geodetic methods
 MN0683.and adjusted by the National Geodetic Survey in August 1997..
 MN0683
 MN0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0683
 MN0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0683
 MN0683.The geoid height was determined by GEOID03.
 MN0683
 MN0683;                    North         East     Units Scale Factor Converg.
 MN0683;SPC NE       -   152,780.456   229,259.777   MT  0.99967630   -2 08 20.4
 MN0683;UTM  13      - 4,558,464.609   648,685.081   MT  0.99987208   +1 10 00.3
 MN0683
 MN0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0683!SPC NE       -   0.99978549  x   0.99967630  =   0.99946186
 MN0683!UTM  13      -   0.99978549  x   0.99987208  =   0.99965760
 MN0683
 MN0683                          SUPERSEDED SURVEY CONTROL
 MN0683
 MN0683  NAD 83(1995)-  41 09 50.00466(N)    103 13 39.78275(W) AD(       ) 3
 MN0683  NAD 83(1995)-  41 09 49.99848(N)    103 13 39.78301(W) AD(       ) 3
 MN0683  NGVD 29 (02/17/94) 1386.7    (m)         4550.     (f) VERT ANG       
 MN0683
 MN0683.Superseded values are not recommended for survey control.
 MN0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0683.See file dsdata.txt to determine how the superseded data were derived.
 MN0683
 MN0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4868558465(NAD 83)
 MN0683_MARKER: DZ = AZIMUTH MARK DISK
 MN0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0683_SP_SET: CONCRETE POST
 MN0683_STAMPING: EARL 1963 NO 2 1982
 MN0683_MARK LOGO: NGS   
 MN0683_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MN0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0683+STABILITY: SURFACE MOTION
 MN0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0683+SATELLITE: SATELLITE OBSERVATIONS - 1982
 MN0683
 MN0683  HISTORY     - Date     Condition        Report By
 MN0683  HISTORY     - 1982     MONUMENTED       NGS
 MN0683
 MN0683                          STATION DESCRIPTION
 MN0683
 MN0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MN0683'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTHEAST FROM POTTER,
 MN0683'4.8 KM (3.0 MI) SOUTH FROM INTERSTATE HIGHWAY 80 AND ON THE NORTH
 MN0683'RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.
 MN0683'TO REACH FROM CHESTNUT STREET AND U.S. HIGHWAY 30, IN POTTER, GO EAST
 MN0683'ON THE HIGHWAY FOR 8.05 KM (5.00 MI) TO A CROSSROAD.  TURN RIGHT AND
 MN0683'GO SOUTH ON A GRAVELED ROAD FOR 5.15 KM (3.20 MI) TO A CROSSROAD.
 MN0683'TURN RIGHT AND GO WEST FOR 0.47 KM (0.29 MI) TO THE STATION ON THE
 MN0683'RIGHT.
 MN0683'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 MN0683'PROJECTS 10 CM ABOVE THE GROUND SURFACE.  THE UNDERGROUND DISK IS
 MN0683'RECESSED 0.9 M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 11.1
 MN0683'M (36.4 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 0.58 M (1.90 FT)
 MN0683'SOUTH FROM A POWER POLE, 0.3 M (1.0 FT) SOUTH FROM A FENCE AND 0.3 M
 MN0683'(1.0 FT) WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0546 ***********************************************************************
 LJ0546  DESIGNATION -  EARL AZ MK 2
 LJ0546  PID         -  LJ0546
 LJ0546  STATE/COUNTY-  NE/FRONTIER
 LJ0546  USGS QUAD   -  MEDICINE CREEK DAM (1956)
 LJ0546
 LJ0546                         *CURRENT SURVEY CONTROL
 LJ0546  ___________________________________________________________________
 LJ0546* NAD 83(1995)-  40 29 48.83502(N)    100 08 36.30335(W)     ADJUSTED  
 LJ0546* NAVD 88     -       770.7    (meters)    2529.     (feet)  VERTCON   
 LJ0546  ___________________________________________________________________
 LJ0546  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 LJ0546  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 LJ0546
 LJ0546  HORZ ORDER  -  THIRD
 LJ0546
 LJ0546.The horizontal coordinates were established by classical geodetic methods
 LJ0546.and adjusted by the National Geodetic Survey in August 1997..
 LJ0546
 LJ0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0546
 LJ0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0546
 LJ0546.The geoid height was determined by GEOID03.
 LJ0546
 LJ0546;                    North         East     Units Scale Factor Converg.
 LJ0546;SPC NE       -    73,686.121   487,844.540   MT  0.99981223   -0 05 42.2
 LJ0546;UTM  14      - 4,483,538.374   403,108.335   MT  0.99971556   -0 44 33.4
 LJ0546
 LJ0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0546!SPC NE       -   0.99988288  x   0.99981223  =   0.99969514
 LJ0546!UTM  14      -   0.99988288  x   0.99971556  =   0.99959848
 LJ0546
 LJ0546                          SUPERSEDED SURVEY CONTROL
 LJ0546
 LJ0546  NAD 83(1986)-  40 29 48.83853(N)    100 08 36.30782(W) AD(       ) 3
 LJ0546  NGVD 29 (02/17/94)  770.4    (m)         2528.     (f) VERT ANG       
 LJ0546
 LJ0546.Superseded values are not recommended for survey control.
 LJ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0546.See file dsdata.txt to determine how the superseded data were derived.
 LJ0546
 LJ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0310883538(NAD 83)
 LJ0546_MARKER: DD = SURVEY DISK
 LJ0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0546_SP_SET: CONCRETE POST
 LJ0546_STAMPING: EARL AZIMUTH 1934 RESET 1983
 LJ0546_MARK LOGO: NEDR  
 LJ0546_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LJ0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0546+STABILITY: SURFACE MOTION
 LJ0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0546+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LJ0546
 LJ0546  HISTORY     - Date     Condition        Report By
 LJ0546  HISTORY     - 1983     MONUMENTED       NEDR
 LJ0546
 LJ0546                          STATION DESCRIPTION
 LJ0546
 LJ0546'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1983
 LJ0546'THE STATION IS LOCATED ABOUT 19.31 KM (12.00 MI) NORTH FROM CAMBRIDGE,
 LJ0546'16.90 KM (10.50 MI) SOUTH FROM EUSTIS AND THE NORTH SIDE OF A ROAD.
 LJ0546'TO REACH FROM THE INTERSECTION JUST NORTH OF THE POST OFFICE IN
 LJ0546'STOCKVILLE, GO EAST ON STATE ROAD 18 FOR 21.73 KM (13.50 MI) TO A
 LJ0546'CROSSROAD, TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 1.776 KM
 LJ0546'(1.104 MI) TO STATIONS EARL AND EARL 2.  FROM THE STATIONS, GO EAST
 LJ0546'ON A DIRT ROAD, FOLLOWING CURVE FOR 0.48 KM (0.30 MI) TO A FIELD
 LJ0546'ENTRANCE ON THE EAST SIDE OF THE ROAD.  GO EAST ON FIELD ROAD FOR
 LJ0546'0.32 KM (0.20 MI), FOLLOWING CURVE OF ROAD, TO EAST/WEST FENCE LINE.
 LJ0546'FOLLOW FENCE LINE EAST FOR 0.08 KM (0.05 MI) TO GATE, CONTINUE EAST
 LJ0546'ON SECTION LINE ROAD FOR 0.64 KM (0.40 MI) TO POINT ON TOP OF HILL
 LJ0546'AND ON NORTH SIDE OF ROAD.
 LJ0546'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 LJ0546'0.1 FT (0.0 M) ABOVE THE GROUND.  IT IS 147.82 FT (45.06 M)
 LJ0546'WEST-SOUTHWEST FROM THE NORTH GATE POST OF A FENCE RUNNING NORTH,
 LJ0546'133.19 FT (40.60 M) EAST-SOUTHEAST FROM A CORNER POST, 81.78 FT
 LJ0546'(24.93 M) WEST-NORTHWEST FROM A BLAZED, 12-IN ELM TREE, 27.0 FT
 LJ0546'(8.2 M) NORTH FROM THE CENTERLINE OF THE ROAD, 3.0 FT (0.9 M) SOUTH
 LJ0546'FROM AN EAST/WEST FENCE LINE AND 2.0 FT (0.6 M) SOUTH FROM A WITNESS
 LJ0546'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0765 ***********************************************************************
 LG0765  DESIGNATION -  EARNEST
 LG0765  PID         -  LG0765
 LG0765  STATE/COUNTY-  NE/SEWARD
 LG0765  USGS QUAD   -  MILFORD (1964)
 LG0765
 LG0765                         *CURRENT SURVEY CONTROL
 LG0765  ___________________________________________________________________
 LG0765* NAD 83(1995)-  40 47 04.48800(N)    097 06 52.35804(W)     ADJUSTED  
 LG0765* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 LG0765  ___________________________________________________________________
 LG0765  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 LG0765  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 LG0765
 LG0765  HORZ ORDER  -  FIRST
 LG0765
 LG0765.The horizontal coordinates were established by classical geodetic methods
 LG0765.and adjusted by the National Geodetic Survey in August 1997..
 LG0765
 LG0765.The orthometric height was scaled from a topographic map.
 LG0765
 LG0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0765
 LG0765.The geoid height was determined by GEOID03.
 LG0765
 LG0765;                    North         East     Units Scale Factor Converg.
 LG0765;SPC NE       -   109,677.701   743,447.871   MT  0.99973722   +1 54 43.9
 LG0765;UTM  14      - 4,516,554.045   659,089.164   MT  0.99991152   +1 13 54.7
 LG0765
 LG0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0765!SPC NE       -   0.99993111  x   0.99973722  =   0.99966834
 LG0765!UTM  14      -   0.99993111  x   0.99991152  =   0.99984263
 LG0765
 LG0765:                Primary Azimuth Mark                     Grid Az
 LG0765:SPC NE       -  SEWARD COUNTY CTHSE CUPOLA               003 45 07.6
 LG0765:UTM  14      -  SEWARD COUNTY CTHSE CUPOLA               004 25 56.8
 LG0765
 LG0765|---------------------------------------------------------------------|
 LG0765| PID    Reference Object                     Distance      Geod. Az  |
 LG0765|                                                           dddmmss.s |
 LG0765| LG0760 SEWARD COUNTY CTHSE CUPOLA          APPROX.13.7 KM 0053951.5 |
 LG0765| LG0763 SEWARD ST PAUL EVAN CH SPIRE        APPROX.12.2 KM 0482845.2 |
 LG0765| CN9210 EARNEST RM 1                         28.703 METERS 06235     |
 LG0765| LG0767 MILFORD INDUSTRIAL HOME TANK        APPROX. 7.8 KM 0995238.6 |
 LG0765| LG0764 MILFORD MUNICIPAL TANK              APPROX. 4.9 KM 1054331.1 |
 LG0765| LG0766 MILFORD TRADE SCHOOL POWER STK      APPROX. 6.2 KM 1065311.1 |
 LG0765| LG0775 DORCHESTER MUNICIPAL TANK           APPROX.15.3 KM 1795418.9 |
 LG0765| CN9209 EARNEST AZ MK                                      2803635.4 |
 LG0765| LG0796 OMAHA SALT LAKE CITY AWY BN 81      APPROX.22.9 KM 3022107.2 |
 LG0765| LG0757 OMAHA SALT LAKE CITY AWY BN 82      APPROX.13.0 KM 3575357.0 |
 LG0765| CN9211 EARNEST RM 2                         28.179 METERS 35809     |
 LG0765|---------------------------------------------------------------------|
 LG0765
 LG0765                          SUPERSEDED SURVEY CONTROL
 LG0765
 LG0765  NAD 83(1986)-  40 47 04.49713(N)    097 06 52.35804(W) AD(       ) 1
 LG0765  NAD 27      -  40 47 04.47000(N)    097 06 51.22400(W) AD(       ) 1
 LG0765
 LG0765.Superseded values are not recommended for survey control.
 LG0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0765.See file dsdata.txt to determine how the superseded data were derived.
 LG0765
 LG0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5908916554(NAD 83)
 LG0765_MARKER: DS = TRIANGULATION STATION DISK
 LG0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0765_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0765
 LG0765  HISTORY     - Date     Condition        Report By
 LG0765  HISTORY     - 1935     MONUMENTED       CGS
 LG0765  HISTORY     - 1947     GOOD             CGS
 LG0765
 LG0765                          STATION DESCRIPTION
 LG0765
 LG0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0765'STATION IS LOCATED IN T 9 N, R 3 E, IN THE SW 1/4 OF SECTION 5.
 LG0765'ABOUT 3 MI. W OF MILFORD, ON A SMALL KNOLL JUST SOUTH OF THE
 LG0765'ROAD AT THE HOUSE OF MR. EARNEST.
 LG0765'
 LG0765'REACHED FROM THE P.O. IN MILFORD BY GOING W ON MAIN STREET (CITY
 LG0765'RT. US 6) 0.75 MI TO US 6 (PAVED).  CONTINUE W ON US 6 FOR 2.0
 LG0765'MI, TURN RIGHT (N) ON GRADED DIRT ROAD GO 1.0 MI., TURN LEFT (W)
 LG0765'GO 0.6 MI, TURN LEFT (S) INTO DRIVEWAY AT MR. EARNESTS HOUSE,
 LG0765'PROCEED AROUND TO SW OF HOUSE TO MARK.  13 FT W OF SHED, 10 FT
 LG0765'E OF FENCE AT GRAPE ARBOR.  MARK IS FLUSH WITH GROUND.
 LG0765'
 LG0765'R.M. 1 IS ENE OF STATION IN E AND W FENCE LINE OF FENCE AROUND
 LG0765'YARD, 18 FT E OF FENCE CORNER, 24 FT W OF SIDEWALK.  MARK IS
 LG0765'FLUSH WITH GROUND.
 LG0765'
 LG0765'R.M. 2 IS N OF STATION, 9 FT W OF SMALL SHED.  MARK IS FLUSH WITH
 LG0765'GROUND.
 LG0765'
 LG0765'AZIMUTH MARK IS APPROX. 0.35 MI W OF STATION.  REACHED FROM
 LG0765'ENTRANCE TO DRIVEWAY BY GOING W FOR 0.35 MI TO MARK IN N R.O.W.
 LG0765'FENCE LINE, 60 FT W OF N AND S ROAD, 27 FT N OF CENTERLINE OF E
 LG0765'AND W ROAD.  MARK PROJECTS ABOUT 5 INCHES.
 LG0765'
 LG0765'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 LG0765
 LG0765                          STATION RECOVERY (1947)
 LG0765
 LG0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0765'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS FOUND TO BE
 LG0765'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LG0765'
 LG0765'THE STATION IS LOCATED ABOUT 3 MILES WEST OF MILFORD IN THE
 LG0765'FARM YARD OF THE FARM NOW OCCUPIED BY MELVIN STUTZMAN.  IT IS 21
 LG0765'FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE CHICKEN HOUSE,
 LG0765'75 FEET SOUTHWEST OF THE SOUTHWEST FENCE CORNER OF A YARD AND 37
 LG0765'FEET SOUTH OF THE CENTER OF A TRACK ROAD.  IT IS STAMPED EARNEST
 LG0765'1935 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG0765'
 LG0765'REFERENCE MARK NO. 1 IS IN AN EAST-WEST FENCE LINE
 LG0765'AT THE SOUTH EDGE OF THE YARD, 24 FEET EAST OF A FENCE
 LG0765'CORNER, 30 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 LG0765'OF THE FARM HOUSE, AND 21 FEET WEST OF THE GATE LEADING TO THE
 LG0765'YARD.  IT IS STAMPED EARNEST NO 1 1935 AND IS FLUSH WITH THE
 LG0765'SURFACE OF THE GROUND.
 LG0765'
 LG0765'REFERENCE MARK NO. 2 IS 55 FEET NORTH OF THE CENTER OF
 LG0765'A TRACK ROAD, 6 FEET SOUTHWEST OF A CEDAR TREE AT THE WEST END OF
 LG0765'AN EAST-WEST ROW OF TREES.  IT IS STAMPED EARNEST NO 2 1935 AND IS
 LG0765'FLUSH WITH THE SURFACE OF THE GROUND.
 LG0765'
 LG0765'AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF A CROSS ROAD,
 LG0765'60 FEET WEST OF A NORTH-SOUTH GRAVELED ROAD, 33 FEET NORTH OF AN
 LG0765'EAST-WEST GRAVELED ROAD, 3 FEET SOUTH OF AN EAST-WEST FENCE LINE,
 LG0765'AND 2 FEET SOUTH OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST
 LG0765'PROJECTING 2 FEET.  IT IS STAMPED EARNEST 1935 AND PROJECTS 1
 LG0765'FOOT.
 LG0765'
 LG0765'TO REACH THE STATION FROM THE POST OFFICE IN MILFORD, GO SOUTH
 LG0765'0.75 MILE TO U.S. HIGHWAY 6, TURN RIGHT AND GO WEST ON U.S.
 LG0765'HIGHWAY 6 FOR 2.0 MILES TO A CROSS ROAD, TURN RIGHT AND GO 1.0
 LG0765'MILE TO A CROSSROAD, TURN LEFT AND GO 0.65 MILE TO THE FARM HOUSE
 LG0765'AND THE STATION ON THE LEFT AS DESCRIBED.
 LG0765'
 LG0765'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVELED
 LG0765'ROAD FOR 0.35 MILE TO THE CROSSROAD AND THE AZIMUTH MARK AS
 LG0765'DESCRIBED.
 LG0765'
 LG0765'A 74 FOOT SIGNAL AT MILFORD IS VISIBLE AT 30 FEET.
 LG0765'
 LG0765'A 74 FOOT SIGNAL AT MILLS IS VISIBLE AT 20 FEET.
 LG0765'
 LG0765'AN 87 FOOT SIGNAL AT CLARK 1935 IS VISIBLE AT 20 FEET.
 LG0765'
 LG0765'A 74 FOOT SIGNAL AT DUBA IS VISIBLE AT 20 FEET.
 LG0765'
 LG0765'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 50 FEET.
 LG0765'
 LG0765'A 4 FOOT SIGNAL AT WALNUT IS VISIBLE AT 30 FEET.
 LG0765'
 LG0765'A 74 FOOT SIGNAL AT WEST IS VISIBLE AT 30 FEET.
 LG0765'
 LG0765'THE DIRECTION TO THE AZIMUTH MARK DID NOT CHECK WITH THE 1935
 LG0765'OBSERVATIONS, IT WAS REOBSERVED IN THE FIELD AND NO CHANGE WAS
 LG0765'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1041 ***********************************************************************
 LH1041  DESIGNATION -  EDDYVILLE
 LH1041  PID         -  LH1041
 LH1041  STATE/COUNTY-  NE/DAWSON
 LH1041  USGS QUAD   -  SUMNER (1962)
 LH1041
 LH1041                         *CURRENT SURVEY CONTROL
 LH1041  ___________________________________________________________________
 LH1041* NAD 83(1995)-  40 57 00.71267(N)    099 35 47.02989(W)     ADJUSTED  
 LH1041* NAVD 88     -       767.     (meters)    2516.     (feet)  SCALED    
 LH1041  ___________________________________________________________________
 LH1041  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 LH1041  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 LH1041
 LH1041  HORZ ORDER  -  THIRD
 LH1041
 LH1041.The horizontal coordinates were established by classical geodetic methods
 LH1041.and adjusted by the National Geodetic Survey in August 1997..
 LH1041
 LH1041.The orthometric height was scaled from a topographic map.
 LH1041
 LH1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1041
 LH1041.The geoid height was determined by GEOID03.
 LH1041
 LH1041;                    North         East     Units Scale Factor Converg.
 LH1041;SPC NE       -   124,081.176   533,972.606   MT  0.99970530   +0 16 02.9
 LH1041;UTM  14      - 4,533,399.812   449,804.218   MT  0.99963101   -0 23 27.2
 LH1041
 LH1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1041!SPC NE       -   0.99988336  x   0.99970530  =   0.99958870
 LH1041!UTM  14      -   0.99988336  x   0.99963101  =   0.99951442
 LH1041
 LH1041:                Primary Azimuth Mark                     Grid Az
 LH1041:SPC NE       -  EDDYVILLE AZ MK                          000 32 16.3
 LH1041:UTM  14      -  EDDYVILLE AZ MK                          001 11 46.4
 LH1041
 LH1041|---------------------------------------------------------------------|
 LH1041| PID    Reference Object                     Distance      Geod. Az  |
 LH1041|                                                           dddmmss.s |
 LH1041| CN9212 EDDYVILLE AZ MK                                    0004819.2 |
 LH1041| CN9213 EDDYVILLE RM 1                       17.682 METERS 09502     |
 LH1041| CN9214 EDDYVILLE RM 2                        8.346 METERS 34210     |
 LH1041|---------------------------------------------------------------------|
 LH1041
 LH1041                          SUPERSEDED SURVEY CONTROL
 LH1041
 LH1041  NAD 83(1986)-  40 57 00.71926(N)    099 35 47.03409(W) AD(       ) 3
 LH1041  NAD 27      -  40 57 00.68700(N)    099 35 45.65500(W) AD(       ) 3
 LH1041
 LH1041.Superseded values are not recommended for survey control.
 LH1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1041.See file dsdata.txt to determine how the superseded data were derived.
 LH1041
 LH1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4980433400(NAD 83)
 LH1041_MARKER: DS = TRIANGULATION STATION DISK
 LH1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1041
 LH1041  HISTORY     - Date     Condition        Report By
 LH1041  HISTORY     - 1951     MONUMENTED       CGS
 LH1041  HISTORY     - 1963     GOOD             CGS
 LH1041
 LH1041                          STATION DESCRIPTION
 LH1041
 LH1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1041'THE STATION IS LOCATED ABOUT 5 MILES WEST OF SUMNER AND 5 MILES
 LH1041'SOUTH-SOUTHEAST OF EDDYVILLE.  IT IS 25 FEET SOUTHEAST OF A
 LH1041'POWER LINE POLE, 24 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1041'DIRT ROAD, 10 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 5 FEET
 LH1041'EAST OF A WITNESS POST.  IT IS STAMPED EDDYVILLE 1951 AND
 LH1041'PROJECTS 6 INCHES.
 LH1041'
 LH1041'REFERENCE MARK NO. 1 IS JUST WEST OF A NORTH-SOUTH FENCE LINE AND
 LH1041'34 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.  IT IS
 LH1041'STAMPED EDDYVILLE NO 1 1951 AND PROJECTS 6 INCHES.
 LH1041'
 LH1041'REFERENCE MARK NO. 2 IS 34 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1041'DIRT ROAD AND 10 FEET NORTHEAST OF A POWERLINE POLE.  IT IS
 LH1041'STAMPED EDDYVILLE NO 2 1951 AND PROJECTS 6 INCHES.
 LH1041'
 LH1041'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LH1041'NO. 2 IS 73.1 FEET.
 LH1041'
 LH1041'THE AZIMUTH MARK IS LOCATED IN THE EAST EDGE OF A CULTIVATED FIELD,
 LH1041'38 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 7 FEET
 LH1041'WEST OF A NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF A POWERLINE POLE
 LH1041'AND 1.5 FEET SOUTHWEST OF A WITNESS POST.  IT IS STAMPED EDDYVILLE
 LH1041'1951 AND PROJECTS 3 INCHES.
 LH1041'
 LH1041'TO REACH THE STATION FROM THE POST OFFICE IN EDDYVILLE, GO SOUTHERLY
 LH1041'ON STATE HIGHWAY 40 FOR 4.55 MILES TO A FORK, AT THIS POINT STATE
 LH1041'HIGHWAY 40 CURVES TO THE EAST, CONTINUE SOUTH ON A DIRT ROAD FOR
 LH1041'0.1 MILE TO A CROSSROAD.  CONTINUE SOUTH FOR 0.4 MILE TO THE
 LH1041'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH FOR 0.25
 LH1041'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LH1041'
 LH1041'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1041
 LH1041                          STATION RECOVERY (1963)
 LH1041
 LH1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LH1041'STATION, AZIMUTH MARK AND ALL REFERENCE MARKS WERE RECOVERED IN
 LH1041'GOOD CONDITION.  THOUGH THE IMMEDIATE SURROUNDING AREA HAS NOT
 LH1041'CHANGED, IMPROVEMENTS AND STRAIGHTENING OF HWY 40 MAKES THE ROUTE
 LH1041'DESCRIPTION CHANGE.  FOLLOWING IS A NEW ROUTE DESCRIPTION--
 LH1041'
 LH1041'TO REACH FROM THE POST OFFICE IN EDDYVILLE, GO SOUTH ON HWY 40 FOR
 LH1041'3.6 MILES TO WHERE HWY 40 TURNS EAST AND A GRAVEL ROAD CONTINUES
 LH1041'SOUTH.  TURN RIGHT ON THIS GRAVEL ROAD AND GO SOUTH FOR 0.5 MILES
 LH1041'TO A CROSSROAD.  CONTINUE SOUTH ON A SMALL DIRT TRACK ROAD FOR 0.25
 LH1041'MILES TO THE RIGHT FORK.  CONTINUE STRAIGHT SOUTH FOR 0.15 MILES TO
 LH1041'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  FROM HERE CONTINUE
 LH1041'SOUTH FOR 0.25 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0590 ***********************************************************************
 LG0590  DESIGNATION -  EDGAR
 LG0590  PID         -  LG0590
 LG0590  STATE/COUNTY-  NE/CLAY
 LG0590  USGS QUAD   -  EDGAR (1960)
 LG0590
 LG0590                         *CURRENT SURVEY CONTROL
 LG0590  ___________________________________________________________________
 LG0590* NAD 83(1986)-  40 22 06.     (N)    097 58 13.     (W)     SCALED    
 LG0590* NAVD 88     -       526.965  (meters)    1728.88   (feet)  ADJUSTED  
 LG0590  ___________________________________________________________________
 LG0590  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 LG0590  DYNAMIC HT  -         526.661 (meters)    1727.89  (feet)  COMP
 LG0590  MODELED GRAV-     980,031.9   (mgal)                       NAVD 88
 LG0590
 LG0590  VERT ORDER  -  SECOND    CLASS 0
 LG0590
 LG0590.The horizontal coordinates were scaled from a topographic map and have
 LG0590.an estimated accuracy of +/- 6 seconds.
 LG0590
 LG0590.The orthometric height was determined by differential leveling
 LG0590.and adjusted by the National Geodetic Survey in June 1991..
 LG0590
 LG0590.The geoid height was determined by GEOID03.
 LG0590
 LG0590.The dynamic height is computed by dividing the NAVD 88
 LG0590.geopotential number by the normal gravity value computed on the
 LG0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0590.degrees latitude (g = 980.6199 gals.).
 LG0590
 LG0590.The modeled gravity was interpolated from observed gravity values.
 LG0590
 LG0590;                    North         East    Units  Estimated Accuracy
 LG0590;SPC NE       -    61,430.      672,350.      MT  (+/- 180 meters Scaled)
 LG0590
 LG0590                          SUPERSEDED SURVEY CONTROL
 LG0590
 LG0590  NGVD 29 (??/??/92)  526.768  (m)         1728.24   (f) ADJ UNCH    2 0
 LG0590
 LG0590.Superseded values are not recommended for survey control.
 LG0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0590.See file dsdata.txt to determine how the superseded data were derived.
 LG0590
 LG0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK874691(NAD 83)
 LG0590_MARKER: DB = BENCH MARK DISK
 LG0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0590_SP_SET: CONCRETE BASE
 LG0590_STAMPING: EDGAR 1934
 LG0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0590
 LG0590  HISTORY     - Date     Condition        Report By
 LG0590  HISTORY     - 1934     MONUMENTED       CGS
 LG0590
 LG0590                          STATION DESCRIPTION
 LG0590
 LG0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0590'AT EDGAR.
 LG0590'AT EDGAR, CLAY COUNTY, ABOUT 250 FEET SOUTHEAST OF THE UNION
 LG0590'PACIFIC RAILROAD STATION, 162 FEET SOUTH OF THE CENTERLINE OF THE
 LG0590'MAIN TRACK, 100 FEET EAST OF THE CITY WATER TOWER, 78 FEET
 LG0590'WEST OF A NORTH-AND-SOUTH SIDEWALK, AND IN THE TOP OF THE
 LG0590'CONCRETE BASE OF A FLAGPOLE.  A STANDARD DISK, STAMPED EDGAR 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0962 ***********************************************************************
 LG0962  DESIGNATION -  EDGAR
 LG0962  PID         -  LG0962
 LG0962  STATE/COUNTY-  NE/NUCKOLLS
 LG0962  USGS QUAD   -  EDGAR (1960)
 LG0962
 LG0962                         *CURRENT SURVEY CONTROL
 LG0962  ___________________________________________________________________
 LG0962* NAD 83(1995)-  40 19 20.44435(N)    097 58 20.38571(W)     ADJUSTED  
 LG0962* NAVD 88     -       524.     (meters)    1719.     (feet)  SCALED    
 LG0962  ___________________________________________________________________
 LG0962  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 LG0962  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 LG0962
 LG0962  HORZ ORDER  -  THIRD
 LG0962
 LG0962.The horizontal coordinates were established by classical geodetic methods
 LG0962.and adjusted by the National Geodetic Survey in August 1997..
 LG0962
 LG0962.The orthometric height was scaled from a topographic map.
 LG0962
 LG0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0962
 LG0962.The geoid height was determined by GEOID03.
 LG0962
 LG0962;                    North         East     Units Scale Factor Converg.
 LG0962;SPC NE       -    56,316.810   672,295.452   MT  0.99986981   +1 20 37.4
 LG0962;UTM  14      - 4,464,042.126   587,308.554   MT  0.99969383   +0 39 54.1
 LG0962
 LG0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0962!SPC NE       -   0.99992189  x   0.99986981  =   0.99979171
 LG0962!UTM  14      -   0.99992189  x   0.99969383  =   0.99961575
 LG0962
 LG0962|---------------------------------------------------------------------|
 LG0962| PID    Reference Object                     Distance      Geod. Az  |
 LG0962|                                                           dddmmss.s |
 LG0962| CN9219 EDGAR RM 3                           52.569 METERS 00106     |
 LG0962| LG0891 EDGAR MUNICIPAL STANDPIPE           APPROX. 5.1 KM 0011556.4 |
 LG0962| LG0889 DAVENPORT MUNICIPAL TANK            APPROX.13.5 KM 0940407.7 |
 LG0962| CN9220 EDGAR RM 4                            6.136 METERS 16752     |
 LG0962| CN9217 EDGAR RM 1                           14.746 METERS 18005     |
 LG0962| CN9218 EDGAR RM 2                           20.583 METERS 27138     |
 LG0962| CN9216 EDGAR AZ MK RESET                                  3563441.2 |
 LG0962| CN9215 EDGAR AZ MK                                        3573211.3 |
 LG0962|---------------------------------------------------------------------|
 LG0962
 LG0962                          SUPERSEDED SURVEY CONTROL
 LG0962
 LG0962  NAD 83(1986)-  40 19 20.45114(N)    097 58 20.38448(W) AD(       ) 3
 LG0962  NAD 27      -  40 19 20.41800(N)    097 58 19.23500(W) AD(       ) 3
 LG0962
 LG0962.Superseded values are not recommended for survey control.
 LG0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0962.See file dsdata.txt to determine how the superseded data were derived.
 LG0962
 LG0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8730964042(NAD 83)
 LG0962_MARKER: DS = TRIANGULATION STATION DISK
 LG0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0962
 LG0962  HISTORY     - Date     Condition        Report By
 LG0962  HISTORY     - 1950     MONUMENTED       CGS
 LG0962  HISTORY     - 1955     GOOD             CGS
 LG0962
 LG0962                          STATION DESCRIPTION
 LG0962
 LG0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0962'STATION IS LOCATED ABOUT 3 MILES SOUTH OF EDGAR ON THE RIGHT OF
 LG0962'WAY OF GRAVEL ROAD.  STATION IS 35 FEET SOUTH OF THE APPROXIMATE
 LG0962'CENTERLINE OF ROAD, 15 FEET SOUTH SOUTHEAST OF TELEPHONE POLE, 8
 LG0962'FEET SOUTH OF WITNESS POST AND IN FENCELINE.  THE MARK PROJECTS
 LG0962'ABOUT 6 INCHES AND THE DISK IS STAMPED EDGAR 1950.
 LG0962'
 LG0962'REFERENCE MARK NO. 1 IS 35 FEET EAST OF THE CENTERLINE OF ROAD
 LG0962'AND IN FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 LG0962'IS STAMPED EDGAR NO 1 1950.
 LG0962'
 LG0962'REFERENCE MARK NO. 2 IS 31 FEET WEST OF THE CENTERLINE OF ROAD
 LG0962'AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 LG0962'THE DISK IS STAMPED EDGAR NO 2 1950.
 LG0962'
 LG0962'AZIMUTH MARK IS 33 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 LG0962'ROAD, 8 FEET SOUTH OF POWER POLE, 3 FEET SOUTH OF WITNESS POST
 LG0962'AND 0.5 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 LG0962'THE DISK IS STAMPED EDGAR 1950.
 LG0962'
 LG0962'TO REACH FROM THE RAILROAD DEPOT IN EDGAR GO SOUTH ON MAIN GRAVEL
 LG0962'ROAD FOR 2.75 MILES TO AZIMUTH ON RIGHT OR WEST SIDE OF ROAD AS
 LG0962'DESCRIBED.  CONTINUE SOUTH FOR 0.3 MILE TO STATION ON LEFT OR
 LG0962'EAST SIDE OF ROAD AS DESCRIBED.
 LG0962'
 LG0962'AN 87 FOOT SIGNAL AT STATION AHLSTROM IS V.G.
 LG0962'
 LG0962'AN 87 FOOT SIGNAL AT STATION DAVENPORT IS V.G.
 LG0962'
 LG0962'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0962
 LG0962                          STATION RECOVERY (1955)
 LG0962
 LG0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 LG0962'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0962'GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE REFERENCE
 LG0962'AND AZIMUTH MARKS.  THEY WERE MOVED AT THE REQUEST OF MR. EARL
 LG0962'EPLEY, COUNTY COMMISSIONER.  A NEW DESCRIPTION FOLLOWS.
 LG0962'
 LG0962'STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE TOWN OF EDGAR NEAR
 LG0962'A NEW SCHOOL, 187 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVEL
 LG0962'ROAD, 82 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A NEW
 LG0962'SCHOOL, 37 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 22 FEET
 LG0962'NORTH-NORTHWEST OF A TELEPHONE POLE, AND 2 FEET NORTH OF A WHITE
 LG0962'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG0962'STAMPED EDGAR 1950.
 LG0962'
 LG0962'REFERENCE MARK NO. 3 IS 40 FEET EAST OF THE CENTER OF GRAVEL
 LG0962'ROAD AND 2 FEET SOUTH OF TELEPHONE POLE.  THE MARK PROJECTS 2
 LG0962'INCHES AND THE DISK IS STAMPED EDGAR NO 3 1950.
 LG0962'
 LG0962'REFERENCE MARK NO. 4 IS 40 FEET EAST OF THE CENTER OF GRADED
 LG0962'ROAD AND 2 FEET NORTH OF TELEPHONE POLE.  THE MARK PROJECTS 2
 LG0962'INCHES AND THE DISK IS STAMPED EDGAR NO 4 1950.
 LG0962'
 LG0962'AZIMUTH MARK IS 40 FEET WEST OF THE CENTER OF GRAVEL ROAD, 2
 LG0962'FEET SOUTH OF A POWER POLE, AND 1 FOOT EAST OF A WHITE WITNESS
 LG0962'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED EDGAR
 LG0962'RESET 1955.
 LG0962'
 LG0962'TO REACH THE STATION FROM THE RAILROAD DEPOT IN EDGAR, GO SOUTH
 LG0962'ON MAIN GRAVELED ROAD FOR 2.8 MILES TO THE AZIMUTH MARK ON THE
 LG0962'RIGHT.  CONTINUE SOUTH ON GRAVEL ROAD FOR 0.25 MILE TO A NEW
 LG0962'SCHOOLHOUSE ON THE LEFT AND THE STATION MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0891 ***********************************************************************
 LG0891  DESIGNATION -  EDGAR MUNICIPAL STANDPIPE
 LG0891  PID         -  LG0891
 LG0891  STATE/COUNTY-  NE/CLAY
 LG0891  USGS QUAD   -  EDGAR (1960)
 LG0891
 LG0891                         *CURRENT SURVEY CONTROL
 LG0891  ___________________________________________________________________
 LG0891* NAD 83(1995)-  40 22 06.82147(N)    097 58 15.57988(W)     ADJUSTED  
 LG0891* NAVD 88     -                                                        
 LG0891  ___________________________________________________________________
 LG0891  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 LG0891  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 LG0891
 LG0891  HORZ ORDER  -  THIRD
 LG0891
 LG0891.The horizontal coordinates were established by classical geodetic methods
 LG0891.and adjusted by the National Geodetic Survey in August 1997..
 LG0891
 LG0891
 LG0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0891
 LG0891.The geoid height was determined by GEOID03.
 LG0891
 LG0891;                    North         East     Units Scale Factor Converg.
 LG0891;SPC NE       -    61,449.218   672,288.458   MT  0.99985368   +1 20 40.6
 LG0891;UTM  14      - 4,469,173.396   587,362.318   MT  0.99969395   +0 39 59.5
 LG0891
 LG0891                          SUPERSEDED SURVEY CONTROL
 LG0891
 LG0891  NAD 83(1986)-  40 22 06.83036(N)    097 58 15.57643(W) AD(       ) 4
 LG0891  NAD 27      -  40 22 06.78500(N)    097 58 14.42000(W) AD(       ) 3
 LG0891
 LG0891.Superseded values are not recommended for survey control.
 LG0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0891.See file dsdata.txt to determine how the superseded data were derived.
 LG0891
 LG0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8736269173(NAD 83)
 LG0891_MARKER: 52 = STANDPIPE TANK
 LG0891
 LG0891  HISTORY     - Date     Condition        Report By
 LG0891  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0891  HISTORY     - 1950     GOOD             CGS
 LG0891  HISTORY     - 1963     GOOD             CGS
 LG0891
 LG0891                          STATION DESCRIPTION
 LG0891
 LG0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0891'IT IS LOCATED IN THE CITY PARK APPROXIMATELY 0.2 MILE SOUTH
 LG0891'OF THE CENTER OF THE BUSINESS DISTRICT, 180 FEET SOUTHEAST OF
 LG0891'THE SOUTHEAST CORNER OF THE RAILROAD DEPOT, AND 1/2 BLOCK
 LG0891'WEST OF A NORTH-SOUTH BLACK-TOPPED ROAD.  IT IS A ROUND
 LG0891'STANDPIPE, CONSTRUCTED OF STEEL AND IS 18 FEET IN DIAMETER.  IT
 LG0891'HAS A CONICAL SHAPED ROOF WITH A BALL AND A WEATHER VANE AT
 LG0891'ITS APEX, THE OVERALL HEIGHT IS APPROXIMATELY 125 FEET.  THE
 LG0891'BALL AT THE APEX OF THE ROOF WAS THE POINT OBSERVED UPON.
 LG0891
 LG0891                          STATION RECOVERY (1950)
 LG0891
 LG0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0891'THIS STATION IS LOCATED ABOUT 2 BLOCKS SOUTH AND 1/2 BLOCK
 LG0891'WEST OF THE POST OFFICE IN EDGAR.  IT IS A STEEL STRUCTURE,
 LG0891'12 FEET IN DIAMETER, ABOUT 90 FEET HIGH, AND IS PAINTED BLACK
 LG0891'WITH A RED TOP.  THERE IS A WEATHER VANE AND A RED LIGHT ON THE
 LG0891'TOP.
 LG0891'
 LG0891'POINT INTERSECTED WAS THE CENTER OF THE STANDPIPE.
 LG0891
 LG0891                          STATION RECOVERY (1963)
 LG0891
 LG0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0891'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION WAS
 LG0891'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1034 ***********************************************************************
 LH1034  DESIGNATION -  EDISON
 LH1034  PID         -  LH1034
 LH1034  STATE/COUNTY-  NE/FURNAS
 LH1034  USGS QUAD   -  EDISON (1958)
 LH1034
 LH1034                         *CURRENT SURVEY CONTROL
 LH1034  ___________________________________________________________________
 LH1034* NAD 83(1995)-  40 19 19.42106(N)    099 46 51.62629(W)     ADJUSTED  
 LH1034* NAVD 88     -       701.     (meters)    2300.     (feet)  SCALED    
 LH1034  ___________________________________________________________________
 LH1034  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 LH1034  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 LH1034
 LH1034  HORZ ORDER  -  THIRD
 LH1034
 LH1034.The horizontal coordinates were established by classical geodetic methods
 LH1034.and adjusted by the National Geodetic Survey in August 1997..
 LH1034
 LH1034.The orthometric height was scaled from a topographic map.
 LH1034
 LH1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1034
 LH1034.The geoid height was determined by GEOID03.
 LH1034
 LH1034;                    North         East     Units Scale Factor Converg.
 LH1034;SPC NE       -    54,288.345   518,610.038   MT  0.99986991   +0 08 42.5
 LH1034;UTM  14      - 4,463,796.523   433,647.370   MT  0.99965419   -0 30 19.4
 LH1034
 LH1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1034!SPC NE       -   0.99989389  x   0.99986991  =   0.99976381
 LH1034!UTM  14      -   0.99989389  x   0.99965419  =   0.99954811
 LH1034
 LH1034|---------------------------------------------------------------------|
 LH1034| PID    Reference Object                     Distance      Geod. Az  |
 LH1034|                                                           dddmmss.s |
 LH1034| LH1586 EDISON RM 1                           9.610 METERS 08507     |
 LH1034| LH1588 EDISON RM 3                          12.834 METERS 08820     |
 LH1034| LH1015 OXFORD MUNICIPAL TANK               APPROX.14.7 KM 1211556.3 |
 LH1034| LH1585 EDISON AZ MK                                       1314923.3 |
 LH1034| LH1035 EDISON MUNICIPAL TANK               APPROX. 5.2 KM 1740800.7 |
 LH1034| LH1537 EDISON AZ MK 2                      APPROX. 1.0 KM 1771920.6 |
 LH1034| LH1587 EDISON RM 2                          18.323 METERS 18221     |
 LH1034|---------------------------------------------------------------------|
 LH1034
 LH1034                          SUPERSEDED SURVEY CONTROL
 LH1034
 LH1034  NAD 83(1986)-  40 19 19.42578(N)    099 46 51.62912(W) AD(       ) 3
 LH1034  NAD 27      -  40 19 19.39900(N)    099 46 50.19500(W) AD(       ) 3
 LH1034
 LH1034.Superseded values are not recommended for survey control.
 LH1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1034.See file dsdata.txt to determine how the superseded data were derived.
 LH1034
 LH1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK3364763797(NAD 83)
 LH1034_MARKER: DS = TRIANGULATION STATION DISK
 LH1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1034_SP_SET: CONCRETE POST
 LH1034_STAMPING: EDISON 1951
 LH1034_MARK LOGO: CGS   
 LH1034_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1034+STABILITY: SURFACE MOTION
 LH1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1034+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1998
 LH1034
 LH1034  HISTORY     - Date     Condition        Report By
 LH1034  HISTORY     - 1951     MONUMENTED       CGS
 LH1034  HISTORY     - 1951     GOOD             CGS
 LH1034  HISTORY     - 19830505 GOOD             NGS
 LH1034  HISTORY     - 19981111 GOOD             NEDR
 LH1034
 LH1034                          STATION DESCRIPTION
 LH1034
 LH1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1034'THE STATION IS LOCATED ABOUT 6 MILES EAST AND 1 MILE NORTH OF
 LH1034'ARAPAHOE AND 3 MILES NORTH OF EDISON.  IT IS 83 FEET NORTHWEST OF
 LH1034'THE CENTER OF A T ROAD INTERSECTION, 35 FEET NORTH OF THE CENTER
 LH1034'OF AN EAST-WEST DIRT ROAD, 5 FEET WEST-SOUTHWEST OF A WITNESS POST
 LH1034'AND 3 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LH1034'EDISON 1951 AND PROJECTS 5 INCHES.
 LH1034'
 LH1034'REFERENCE MARK NO. 1 IS IN A FENCE LINE, 48 FEET WEST OF THE
 LH1034'CENTER OF A NORTH-SOUTH DIRT ROAD AND 29 FEET NORTH OF THE
 LH1034'CENTER OF AN EAST-WEST DIRT ROAD.  IT IS STAMPED EDISON NO 1 1951
 LH1034'AND PROJECTS 3 INCHES.
 LH1034'
 LH1034'REFERENCE MARK NO. 2 IS IN A FENCE LINE, 45 FEET WEST OF A POWER
 LH1034'LINE POLE AND 35 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT
 LH1034'ROAD.  IT IS STAMPED EDISON NO 2 1951 AND PROJECTS 4 INCHES.
 LH1034'
 LH1034'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LH1034'NO. 2 IS 71.3 FEET.
 LH1034'
 LH1034'THE AZIMUTH MARK IS LOCATED IN AN EAST-WEST FENCE LINE, 52.5 FEET
 LH1034'NORTH OF THE CENTER OF U.S. HIGHWAYS 6 AND 34 AND 8 FEET SOUTH
 LH1034'OF A POWER LINE POLE.  IT IS STAMPED EDISON 1951 AND PROJECTS 5
 LH1034'INCHES.
 LH1034'
 LH1034'TO REACH THE STATION FROM THE POST OFFICE IN EDISON, GO NORTHERLY
 LH1034'ON STATE HIGHWAY 3 FOR 2.1 MILES TO U.S. HIGHWAYS 6 AND 34.  CROSS
 LH1034'U.S. HIGHWAYS 6 AND 34 AND CONTINUE NORTH ON A DIRT ROAD FOR 1.0
 LH1034'MILE TO A T ROAD LEFT AND THE STATION AS DESCRIBED.
 LH1034'
 LH1034'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A DIRT
 LH1034'ROAD FOR 1.0 MILE TO U.S. HIGHWAYS 6 AND 34, TURN LEFT AND GO
 LH1034'EAST ON U.S. HIGHWAYS 6 AND 34 FOR 1.05 MILES TO THE AZIMUTH
 LH1034'MARK ON THE LEFT AS DESCRIBED.
 LH1034
 LH1034                          STATION RECOVERY (1951)
 LH1034
 LH1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1034'RECOVERED IN GOOD CONDITION.
 LH1034
 LH1034                          STATION RECOVERY (1983)
 LH1034
 LH1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1034'THE SURFACE STATION MARK WAS RECOVERED IN FAIR CONDITION.  REFERENCE
 LH1034'MARK 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 LH1034'REFERENCE MARK 1 WAS FOUND DESTROYED.  THE SURFACE STATION MARK HAD
 LH1034'CONCRETE BROKEN AWAY BUT THE MARK WAS SOLID AND A CHECK ANGLE TO
 LH1034'DISTANT OBJECTS WAS OBTAINED.  THE MARK WAS RE-INFORCED WITH NEW
 LH1034'CONCRETE.  A REFERENCE MARK 3 WAS ESTABLISHED.  DUE TO THE AZIMUTH
 LH1034'MARK BEING THE WAY OF ROAD CONSTRUCTION AN AZIMUTH MARK 2 WAS
 LH1034'ESTABLISHED AND THE ORIGINAL AZIMUTH MARK DESTROYED THIS DATE.  THE
 LH1034'DIRECTION TO RM 2 AGREED WITH 1951 DATA BUT THE DISTANCE WAS 0.015 M
 LH1034'(0.049 FT) SHORTER.  A NEW DESCRIPTION FOLLOWS.
 LH1034'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) WEST-NORTHWEST FROM
 LH1034'OXFORD, 9.7 KM (6.0 MI) EAST FROM ARAPAHOE, 5.2 KM (3.2 MI) NORTH
 LH1034'FROM EDISON AND ON THE NORTH RIGHT-OF-WAY OF A BLADED COUNTY ROAD.
 LH1034'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 136 AND 6,34 AND A GRADED
 LH1034'COUNTY ROAD, 3.2 KM (2.0 MI) NORTH FROM EDISON, GO NORTH ON THE
 LH1034'GRADED ROAD FOR 0.64 KM (0.40 MI) TO THE AZIMUTH MARK 2 ON THE RIGHT.
 LH1034'CONTINUE NORTH FOR 0.97 KM (0.60 MI) TO A BLADED COUNTY ROAD ON THE
 LH1034'LEFT AND THE STATION ON THE LEFT.
 LH1034'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1034'FLUSH WITH THE GROUND.  IT IS 24.0 M (78.7 FT) WEST FROM THE
 LH1034'CENTERLINE OF THE NORTH/SOUTH ROAD, 10.2 M (33.5 FT) NORTH FROM THE
 LH1034'CENTERLINE OF THE EAST/WEST ROAD AND 0.75 M (2.46 FT) SOUTH FROM A
 LH1034'WITNESS POST.
 LH1034
 LH1034                          STATION RECOVERY (1998)
 LH1034
 LH1034'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH1034'ABOUT 3 MI (4.8 KM) NORTH OF EDISON, 1 MI (1.6 KM) NORTH OF THE
 LH1034'JUNCTION OF U.S.  HIGHWAY 6/34 WITH U.S. HIGHWAY 136, ON COUNTY ROAD
 LH1034'RIGHT-OF-WAY AND IN THE SE1/4, SEC10, T4N, R22W.  OWNERSHIP, FURNAS
 LH1034'COUNTY.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 6/34 WITH U.S.
 LH1034'HIGHWAY 136, ABOUT 2 MI (3.2 KM) NORTH OF EDISON, GO NORTH ON A COUNTY
 LH1034'ROAD FOR 1.0 MI (1.6 KM) TO THE MARK IN THE NORTHWEST ANGLE OF A
 LH1034'T-INTERSECTION WITH A COUNTY ROAD LEADING WEST.  IT IS A STANDARD
 LH1034'DISK, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, FLUSH WITH THE
 LH1034'GROUND, THAT IS 24.0 M (78.7 FT) WEST OF THE CENTER OF THE NORTH-SOUTH
 LH1034'ROAD, 18.31 M (60.07 FT) NORTH OF REFERENCE MARK 2, 12.86 M (42.19 FT)
 LH1034'WEST OF REFERENCE MARK 3, 9.64 M (31.63 FT) WEST-SOUTHWEST OF THE
 LH1034'CENTER OF THE OLD CONCRETE POST THAT HAD BEEN REFERENCE MARK 1, 9.1 M
 LH1034'(29.9 FT) NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST AND 0.85 M
 LH1034'(2.79 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1035 ***********************************************************************
 LH1035  DESIGNATION -  EDISON MUNICIPAL TANK
 LH1035  PID         -  LH1035
 LH1035  STATE/COUNTY-  NE/FURNAS
 LH1035  USGS QUAD   -  EDISON (1958)
 LH1035
 LH1035                         *CURRENT SURVEY CONTROL
 LH1035  ___________________________________________________________________
 LH1035* NAD 83(1995)-  40 16 31.64373(N)    099 46 29.11945(W)     ADJUSTED  
 LH1035* NAVD 88     -                                                        
 LH1035  ___________________________________________________________________
 LH1035  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 LH1035  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 LH1035
 LH1035  HORZ ORDER  -  THIRD
 LH1035
 LH1035.The horizontal coordinates were established by classical geodetic methods
 LH1035.and adjusted by the National Geodetic Survey in August 1997..
 LH1035
 LH1035
 LH1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1035
 LH1035.The geoid height was determined by GEOID03.
 LH1035
 LH1035;                    North         East     Units Scale Factor Converg.
 LH1035;SPC NE       -    49,115.341   519,154.804   MT  0.99988682   +0 08 57.4
 LH1035;UTM  14      - 4,458,618.832   434,133.278   MT  0.99965340   -0 30 03.1
 LH1035
 LH1035                          SUPERSEDED SURVEY CONTROL
 LH1035
 LH1035  NAD 83(1986)-  40 16 31.64708(N)    099 46 29.12207(W) AD(       ) 4
 LH1035  NAD 27      -  40 16 31.62100(N)    099 46 27.68800(W) AD(       ) 3
 LH1035
 LH1035.Superseded values are not recommended for survey control.
 LH1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1035.See file dsdata.txt to determine how the superseded data were derived.
 LH1035
 LH1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK3413358619(NAD 83)
 LH1035_MARKER: 53 = ELEVATED TANK
 LH1035_MARK LOGO: CGS   
 LH1035
 LH1035  HISTORY     - Date     Condition        Report By
 LH1035  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1035  HISTORY     - 1934     GOOD             CGS
 LH1035  HISTORY     - 1935     GOOD             CGS
 LH1035  HISTORY     - 1951     GOOD             CGS
 LH1035  HISTORY     - 1981     GOOD             NGS
 LH1035  HISTORY     - 19810407 GOOD             NGS
 LH1035  HISTORY     - 19830505 GOOD             NGS
 LH1035
 LH1035                          STATION DESCRIPTION
 LH1035
 LH1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1035'STEEL WATER TANK, PROBABLY MUNICIPAL WATER SUPPLY.  TOWN OFF SCHEME
 LH1035'AND NOT VISITED.  OBSERVED CENTER.
 LH1035'
 LH1035'OBSERVED FROM KELLY AND ELKREEK.
 LH1035
 LH1035                          STATION RECOVERY (1934)
 LH1035
 LH1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LH1035'RECOVERED IN GOOD CONDITION.
 LH1035
 LH1035                          STATION RECOVERY (1935)
 LH1035
 LH1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1035'THE EDISON WATER TANK IS A MUNICIPAL TANK, DARK-COLORED WITH A SILVER
 LH1035'TOP.
 LH1035
 LH1035                          STATION RECOVERY (1951)
 LH1035
 LH1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1035'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE TOWN OF EDISON,
 LH1035'162 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET AND 39 FEET
 LH1035'NORTH OF AN EAST-WEST STREET.
 LH1035'
 LH1035'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 LH1035'OVERALL HEIGHT IS 120 FEET.
 LH1035'
 LH1035'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE TANK.
 LH1035'
 LH1035'PROBABLY THE SAME STATION AS LOCATED IN 1934.
 LH1035
 LH1035                          STATION RECOVERY (1981)
 LH1035
 LH1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LH1035'RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 LH1035
 LH1035                          STATION RECOVERY (1981)
 LH1035
 LH1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH1035'RECOVERED IN GOOD CONDITION.
 LH1035
 LH1035                          STATION RECOVERY (1983)
 LH1035
 LH1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0645 ***********************************************************************
 MN0645  DESIGNATION -  EDWARDS
 MN0645  PID         -  MN0645
 MN0645  STATE/COUNTY-  NE/BANNER
 MN0645  USGS QUAD   -  GABE ROCK (1979)
 MN0645
 MN0645                         *CURRENT SURVEY CONTROL
 MN0645  ___________________________________________________________________
 MN0645* NAD 83(1995)-  41 30 56.07304(N)    103 46 08.74767(W)     ADJUSTED  
 MN0645* NAVD 88     -      1533.     (meters)    5030.     (feet)  SCALED    
 MN0645  ___________________________________________________________________
 MN0645  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 MN0645  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 MN0645
 MN0645  HORZ ORDER  -  SECOND
 MN0645
 MN0645.The horizontal coordinates were established by classical geodetic methods
 MN0645.and adjusted by the National Geodetic Survey in August 1997..
 MN0645
 MN0645.The orthometric height was scaled from a topographic map.
 MN0645
 MN0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0645
 MN0645.The geoid height was determined by GEOID03.
 MN0645
 MN0645;                    North         East     Units Scale Factor Converg.
 MN0645;SPC NE       -   193,625.978   185,577.319   MT  0.99965861   -2 29 52.0
 MN0645;UTM  13      - 4,596,724.786   602,710.965   MT  0.99972982   +0 48 57.4
 MN0645
 MN0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0645!SPC NE       -   0.99976260  x   0.99965861  =   0.99942129
 MN0645!UTM  13      -   0.99976260  x   0.99972982  =   0.99949248
 MN0645
 MN0645|---------------------------------------------------------------------|
 MN0645| PID    Reference Object                     Distance      Geod. Az  |
 MN0645|                                                           dddmmss.s |
 MN0645| CP7963 EDWARDS RM 1                         33.986 METERS 02952     |
 MN0645| CP7964 EDWARDS RM 2                         36.967 METERS 07410     |
 MN0645| MN0584 HARRISBURG MOTOROLA COMMUN MST      APPROX.10.4 KM 1610018.6 |
 MN0645| CP7962 EDWARDS AZ MK                                      2325538.4 |
 MN0645|---------------------------------------------------------------------|
 MN0645
 MN0645                          SUPERSEDED SURVEY CONTROL
 MN0645
 MN0645  NAD 83(1995)-  41 30 56.07288(N)    103 46 08.74760(W) AD(       ) 2
 MN0645  NAD 83(1986)-  41 30 56.06242(N)    103 46 08.74863(W) AD(       ) 2
 MN0645  NAD 27      -  41 30 56.14960(N)    103 46 06.94380(W) AD(       ) 2
 MN0645
 MN0645.Superseded values are not recommended for survey control.
 MN0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0645.See file dsdata.txt to determine how the superseded data were derived.
 MN0645
 MN0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0271196725(NAD 83)
 MN0645_MARKER: DS = TRIANGULATION STATION DISK
 MN0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0645
 MN0645  HISTORY     - Date     Condition        Report By
 MN0645  HISTORY     - 1963     MONUMENTED       CGS
 MN0645
 MN0645                          STATION DESCRIPTION
 MN0645
 MN0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0645'THE STATION IS ON THE TOP OF A BARE RIDGE, 19 MILES NORTH
 MN0645'AND 5-1/2 MILES WEST OF KIMBALL, 3 MILES SOUTH AND 1-1/4 MILES
 MN0645'WEST OF HARRISBURG AND ON PROPERTY OWNED BY MRS. HOWARD O.
 MN0645'WILSON.
 MN0645'
 MN0645'TO REACH THE STATION FROM THE BANNER COUNTY COURTHOUSE IN
 MN0645'HARRISBURG, GO WEST AND SOUTH ON A BLACKTOP AND GRAVEL ROAD
 MN0645'FOR 3.3 MILES TO A SIDE ROAD AND CATTLE GUARD ON THE RIGHT,
 MN0645'ABOUT 40 YARDS SOUTH OF AN OIL PUMP.  TURN RIGHT, CROSS THE
 MN0645'CATTLE GUARD, TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 0.15
 MN0645'MILE TO A ROAD FORK.  BEAR RIGHT AND GO SOUTHWEST, WEST AND
 MN0645'NORTHWEST ON THE MAIN DIRT ROAD FOR 1.1 MILES TO A ROAD
 MN0645'FORK.  CONTINUE STRAIGHT AHEAD, RIGHT FORK, ON THE DIRT ROAD
 MN0645'FOR 0.2 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTHEASTERLY
 MN0645'ON A DIRT ROAD FOR 0.2 MILE TO ANOTHER T-ROAD.  TURN LEFT
 MN0645'AND GO EAST ON A DIRT ROAD FOR 0.05 MILE TO THE STATION ON
 MN0645'THE LEFT.
 MN0645'
 MN0645'STATION MARKS ARE STANDARD DISKS STAMPED EDWARDS 1963.  THE
 MN0645'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 MN0645'THE SURFACE OF THE GROUND.  IT IS 234 FEET WEST OF THE CENTER
 MN0645'OF AN OIL WELL SEPARATOR, 72 FEET SOUTHWEST OF A FENCE CORNER
 MN0645'WHICH IS AT THE SOUTHWEST SIDE OF A WASTE PIT, AND 53 FEET
 MN0645'NORTH OF THE CENTER OF THE DIRT ROAD.  THE UNDERGROUND DISK
 MN0645'IS SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE
 MN0645'SURFACE OF THE GROUND.
 MN0645'
 MN0645'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EDWARDS NO 1
 MN0645'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0645'OF THE GROUND.  IT IS AT THE NORTHWEST CORNER OF THE FENCE
 MN0645'AROUND THE WASTE PIT AND 9.5 FEET EAST OF THE CENTER OF A
 MN0645'DIRT ROAD.
 MN0645'
 MN0645'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EDWARDS NO 2
 MN0645'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0645'OF THE GROUND.  IT IS 136.5 FEET NORTHWEST OF THE CENTER OF
 MN0645'THE OIL SEPARATOR, 54 FEET EAST OF THE SOUTHWEST CORNER OF
 MN0645'THE FENCE AROUND THE WASTE PIT AND 1.5 FEET SOUTH OF THE
 MN0645'FENCE AROUND THE WASTE PIT.
 MN0645'
 MN0645'AZIMUTH MARK, A STANDARD DISK STAMPED EDWARDS 1963, IS SET
 MN0645'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 MN0645'2 FEET NORTHEAST OF A FENCE CORNER AND 2 FEET SOUTHEAST
 MN0645'OF A METAL WITNESS POST.
 MN0645'
 MN0645'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND
 MN0645'SOUTH ON THE DIRT ROAD FOR 0.2 MILE TO AN EAST-WEST FENCE.
 MN0645'TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR
 MN0645'0.15 MILE TO A FENCE CORNER AND THE AZIMUTH MARK.
 MN0645'
 MN0645'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0645'
 MN0645'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0025 ***********************************************************************
 LH0025  DESIGNATION -  EE 250
 LH0025  PID         -  LH0025
 LH0025  STATE/COUNTY-  NE/ADAMS
 LH0025  USGS QUAD   -  HASTINGS WEST (1983)
 LH0025
 LH0025                         *CURRENT SURVEY CONTROL
 LH0025  ___________________________________________________________________
 LH0025* NAD 83(1986)-  40 35 50.     (N)    098 23 30.     (W)     SCALED    
 LH0025* NAVD 88     -       589.626  (meters)    1934.46   (feet)  ADJUSTED  
 LH0025  ___________________________________________________________________
 LH0025  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 LH0025  DYNAMIC HT  -         589.297 (meters)    1933.39  (feet)  COMP
 LH0025  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 LH0025
 LH0025  VERT ORDER  -  FIRST     CLASS II
 LH0025
 LH0025.The horizontal coordinates were scaled from a topographic map and have
 LH0025.an estimated accuracy of +/- 6 seconds.
 LH0025
 LH0025.The orthometric height was determined by differential leveling
 LH0025.and adjusted by the National Geodetic Survey in May 1993..
 LH0025
 LH0025.The geoid height was determined by GEOID03.
 LH0025
 LH0025.The dynamic height is computed by dividing the NAVD 88
 LH0025.geopotential number by the normal gravity value computed on the
 LH0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0025.degrees latitude (g = 980.6199 gals.).
 LH0025
 LH0025.The modeled gravity was interpolated from observed gravity values.
 LH0025
 LH0025;                    North         East    Units  Estimated Accuracy
 LH0025;SPC NE       -    86,080.      636,100.      MT  (+/- 180 meters Scaled)
 LH0025
 LH0025                          SUPERSEDED SURVEY CONTROL
 LH0025
 LH0025  NAVD 88 (06/15/91)  589.619  (m)         1934.44   (f) UNKNOWN     1 2
 LH0025  NGVD 29 (02/14/92)  589.388  (m)         1933.68   (f) ADJUSTED    1 2
 LH0025
 LH0025.Superseded values are not recommended for survey control.
 LH0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0025.See file dsdata.txt to determine how the superseded data were derived.
 LH0025
 LH0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK514942(NAD 83)
 LH0025_MARKER: DB = BENCH MARK DISK
 LH0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0025_SP_SET: BUILDING
 LH0025_STAMPING: EE 250 1947
 LH0025_MARK LOGO: CGS   
 LH0025_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0025+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH0025
 LH0025  HISTORY     - Date     Condition        Report By
 LH0025  HISTORY     - 1947     MONUMENTED       CGS
 LH0025  HISTORY     - 19910925 GOOD             NGS
 LH0025  HISTORY     - 20010810 GOOD             NEDR
 LH0025
 LH0025                          STATION DESCRIPTION
 LH0025
 LH0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0025'AT HASTINGS.
 LH0025'AT HASTINGS, NEAR THE INTERSECTION OF NORTH HASTINGS AVENUE
 LH0025'AND 12TH STREET, SET VERTICALLY IN THE WEST WALL OF THE WATER
 LH0025'AND LIGHT COMPANY PLANT BUILDING, 2.0 FEET NORTH OF THE SOUTHWEST
 LH0025'CORNER OF THE BUILDING AND 2.0 FEET ABOVE THE GROUND.
 LH0025
 LH0025                          STATION RECOVERY (1991)
 LH0025
 LH0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0025'IN HASTINGS, SET VERTICALLY IN THE WEST FACE OF THE HASTINGS
 LH0025'UTILITIES MEETING-BOARD ROOM AT 1228 NORTH DENVER AVENUE, 46.5 M
 LH0025'(152.6 FT) WEST OF THE EXTENDED CENTER OF THE AVENUE, 0.6 M (2.0 FT)
 LH0025'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND 0.5 M (1.6 FT)
 LH0025'ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 LH0025'HASTINGS UTILITIES, 1228 NORTH DENVER AVENUE, HASTINGS, NE 68901,
 LH0025'TELEPHONE NUMBER (308) 463-1371.
 LH0025
 LH0025                          STATION RECOVERY (2001)
 LH0025
 LH0025'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0025'FROM THE CROSSROADS OF ADAMS/HALL COUNTY LINE AND HIGHWAY 281. PROCEED
 LH0025'SOUTH ALONG HIGHWAY 281 7.40 MILES (11.91 KM) TO INTERSECTION OF
 LH0025'BURLINGTON AVENUE AND 12TH STREET.  TURN LEFT GOING EAST DOWN 12TH
 LH0025'STREET 0.14 MILES (0.23 KM) TO INTERSECTION OF 12TH STREET AND
 LH0025'HASTINGS AVENUE.  THEN TURN LEFT GOING NORTH DOWN HASTINGS AVENUE 0.09
 LH0025'MILE (0.14 KM) TO THE BENCH MARK.  NOTE-SET VERTICALLY IN THE WEST
 LH0025'FACE OF THE HASTINGS UTILITIES MEETING BOARD ROOM AT 1228 NORTH DENVER
 LH0025'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0267 ***********************************************************************
 ML0267  DESIGNATION -  EE 282
 ML0267  PID         -  ML0267
 ML0267  STATE/COUNTY-  NE/HOWARD
 ML0267  USGS QUAD   -  ST PAUL (1974)
 ML0267
 ML0267                         *CURRENT SURVEY CONTROL
 ML0267  ___________________________________________________________________
 ML0267* NAD 83(1986)-  41 12 23.     (N)    098 27 37.     (W)     SCALED    
 ML0267* NAVD 88     -       549.991  (meters)    1804.43   (feet)  ADJUSTED  
 ML0267  ___________________________________________________________________
 ML0267  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 ML0267  DYNAMIC HT  -         549.713 (meters)    1803.52  (feet)  COMP
 ML0267  MODELED GRAV-     980,101.4   (mgal)                       NAVD 88
 ML0267
 ML0267  VERT ORDER  -  SECOND    CLASS 0
 ML0267
 ML0267.The horizontal coordinates were scaled from a topographic map and have
 ML0267.an estimated accuracy of +/- 6 seconds.
 ML0267
 ML0267.The orthometric height was determined by differential leveling
 ML0267.and adjusted by the National Geodetic Survey in June 1991..
 ML0267
 ML0267.The geoid height was determined by GEOID03.
 ML0267
 ML0267.The dynamic height is computed by dividing the NAVD 88
 ML0267.geopotential number by the normal gravity value computed on the
 ML0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0267.degrees latitude (g = 980.6199 gals.).
 ML0267
 ML0267.The modeled gravity was interpolated from observed gravity values.
 ML0267
 ML0267;                    North         East    Units  Estimated Accuracy
 ML0267;SPC NE       -   153,590.      629,090.      MT  (+/- 180 meters Scaled)
 ML0267
 ML0267                          SUPERSEDED SURVEY CONTROL
 ML0267
 ML0267  NGVD 29 (??/??/92)  549.745  (m)         1803.62   (f) ADJ UNCH    2 0
 ML0267
 ML0267.Superseded values are not recommended for survey control.
 ML0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0267.See file dsdata.txt to determine how the superseded data were derived.
 ML0267
 ML0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL452618(NAD 83)
 ML0267_MARKER: P = PIPE CAP
 ML0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ML0267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ML0267_STAMPING: E E 282 1949
 ML0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0267
 ML0267  HISTORY     - Date     Condition        Report By
 ML0267  HISTORY     - 1949     MONUMENTED       BOR
 ML0267  HISTORY     - 1949     GOOD             NGS
 ML0267  HISTORY     - 1959     MARK NOT FOUND   USGS
 ML0267
 ML0267                          STATION DESCRIPTION
 ML0267
 ML0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0267'0.8 MI SW FROM ST PAUL.
 ML0267'0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 ML0267'ST. PAUL, THENCE 0.15 MILE WEST ALONG A COUNTY ROAD, AT THE
 ML0267'JUNCTION OF THE COUNTY ROAD AND NINTH STREET, 1.0 FOOT SOUTH
 ML0267'OF A FENCE CORNER, 29 FEET WEST OF THE CENTER LINE OF NINTH
 ML0267'STREET, 30 FEET NORTH OF THE CENTER LINE OF THE COUNTY ROAD,
 ML0267'15.8 FEET NORTHWEST OF THE NORTH END OF A CONCRETE CULVERT,
 ML0267'2.0 FEET EAST OF A WITNESS POST, A BRONZE CAP RIVETED ON
 ML0267'THE TOP OF A STEEL PIPE WHICH PROJECTS 4 INCHES ABOVE THE
 ML0267'GROUND.
 ML0267
 ML0267                          STATION RECOVERY (1959)
 ML0267
 ML0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 ML0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0697 ***********************************************************************
 NP0697  DESIGNATION -  EGAN
 NP0697  PID         -  NP0697
 NP0697  STATE/COUNTY-  NE/DAWES
 NP0697  USGS QUAD   -  WAYSIDE (1980)
 NP0697
 NP0697                         *CURRENT SURVEY CONTROL
 NP0697  ___________________________________________________________________
 NP0697* NAD 83(1995)-  42 59 44.24706(N)    103 12 18.96785(W)     ADJUSTED  
 NP0697* NAVD 88     -      1129.     (meters)    3704.     (feet)  SCALED    
 NP0697  ___________________________________________________________________
 NP0697  LAPLACE CORR-          -6.58  (seconds)                    DEFLEC99
 NP0697  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 NP0697
 NP0697  HORZ ORDER  -  FIRST
 NP0697
 NP0697.The horizontal coordinates were established by classical geodetic methods
 NP0697.and adjusted by the National Geodetic Survey in January 1998..
 NP0697
 NP0697.The orthometric height was scaled from a topographic map.
 NP0697
 NP0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0697
 NP0697.The geoid height was determined by GEOID03.
 NP0697
 NP0697;                    North         East     Units Scale Factor Converg.
 NP0697;SPC NE       -   355,979.601   238,681.123   MT  0.99999799   -2 07 26.8
 NP0697;SPC SD S     -    77,623.598   365,857.722   MT  0.99996553   -1 58 52.4
 NP0697;SPC SD S     -   254,670.09  1,200,318.21   sFT  0.99996553   -1 58 52.4
 NP0697;UTM  13      - 4,761,891.678   646,297.673   MT  0.99986330   +1 13 26.8
 NP0697
 NP0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0697!SPC NE       -   0.99982575  x   0.99999799  =   0.99982374
 NP0697!SPC SD S     -   0.99982575  x   0.99996553  =   0.99979129
 NP0697!UTM  13      -   0.99982575  x   0.99986330  =   0.99968908
 NP0697
 NP0697:                Primary Azimuth Mark                     Grid Az
 NP0697:SPC NE       -  CHADRON C AND NW RR WEST TANK            139 20 22.7
 NP0697:SPC SD S     -  CHADRON C AND NW RR WEST TANK            139 11 48.3
 NP0697:UTM  13      -  CHADRON C AND NW RR WEST TANK            135 59 29.1
 NP0697
 NP0697|---------------------------------------------------------------------|
 NP0697| PID    Reference Object                     Distance      Geod. Az  |
 NP0697|                                                           dddmmss.s |
 NP0697| NP0688 CHADRON C AND NW RR WEST TANK       APPROX.24.3 KM 1371255.9 |
 NP0697| NP0694 CHADRON C AND NW RR OIL SPIPE       APPROX.24.3 KM 1371627.8 |
 NP0697| NP0692 CHADRON ST NORMAL COLL RED STK      APPROX.25.7 KM 1393510.8 |
 NP0697| NP0689 CHEYENNE HURON AWY BCN 17           APPROX.20.7 KM 1533913.2 |
 NP0697| CP9247 EGAN AZ MK                                         1543819.4 |
 NP0697| CP9248 EGAN RM 1                            10.042 METERS 24201     |
 NP0697| CP9249 EGAN RM 2                             5.809 METERS 31119     |
 NP0697|---------------------------------------------------------------------|
 NP0697
 NP0697                          SUPERSEDED SURVEY CONTROL
 NP0697
 NP0697  NAD 83(1995)-  42 59 44.24703(N)    103 12 18.96768(W) AD(       ) 1
 NP0697  NAD 83(1995)-  42 59 44.24651(N)    103 12 18.96561(W) AD(       ) 1
 NP0697  NAD 83(1986)-  42 59 44.22728(N)    103 12 18.95786(W) AD(       ) 1
 NP0697  NAD 27      -  42 59 44.32500(N)    103 12 17.25700(W) AD(       ) 1
 NP0697
 NP0697.Superseded values are not recommended for survey control.
 NP0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0697.See file dsdata.txt to determine how the superseded data were derived.
 NP0697
 NP0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4629861892(NAD 83)
 NP0697_MARKER: DS = TRIANGULATION STATION DISK
 NP0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0697
 NP0697  HISTORY     - Date     Condition        Report By
 NP0697  HISTORY     - 1941     MONUMENTED       CGS
 NP0697
 NP0697                          STATION DESCRIPTION
 NP0697
 NP0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0697'STATION IS LOCATED ABOUT 10.5 MILES W AND 11.5 MILES N OF CHADRON,
 NP0697'ON THE LINE BETWEEN SECS 21, AND 22, T. 35 N, R. 50 W, ON A HIGH
 NP0697'PROMINENT BUTTE, LOCALLY KNOWN AS EGAN BUTTE, 200 YARDS
 NP0697'N OF THE HOME OF MIKE EGAN, AND 7.4 FEET NW OF A WHITE REFERENCE
 NP0697'POST.  IT IS STAMPED EGAN 1941 AND PROJECTS ABOUT 6 INCHES.
 NP0697'
 NP0697'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NP0697'BRONZE DISKS SET IN SQUARE CONCRETE POSTS.
 NP0697'
 NP0697'REFERENCE MARK NO. 1 IS STAMPED EGAN NO. 1 1941 AND PROJECTS
 NP0697'ABOUT 4 INCHES.
 NP0697'
 NP0697'REFERENCE MARK NO. 2 IS STAMPED EGAN NO. 2 1941 AND PROJECTS
 NP0697'ABOUT 5 INCHES.
 NP0697'
 NP0697'THE AZIMUTH MARK IS ON W SIDE OF STATE HIGHWAY 19, 59.5 FEET
 NP0697'W OF THE CENTER OF THE HIGHWAY, 3 FEET N OF A WHITE REFERENCE
 NP0697'POST AND 1 FOOT E OF A FENCE.  IT IS STAMPED EGAN 1941 AND
 NP0697'PROJECTS ABOUT 6 INCHES.
 NP0697'
 NP0697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NP0697'AND STATE HIGHWAY 19, 2.6 MILES W OF CHADRON, GO N ON STATE
 NP0697'HIGHWAY 19 FOR 15.4 MILES TO THE AZIMUTH MARK ON THE LEFT (W)
 NP0697'SIDE OF THE ROAD, CONTINUE N FOR 0.4 MILE TO A DIM FORKS RIGHT.
 NP0697'TAKE RIGHT FORK AND GO 0.3 MILE TO A DIM TRACK ROAD TO THE
 NP0697'RIGHT.  TURN RIGHT AND GO 0.25 MILE TO TOP OF HILL AND STATION.
 NP0697'
 NP0697'THE 4-FOOT SIGNALS AT STATIONS DAVIS, ISINGLASS, HAMMOND, CARLSON,
 NP0697'WOLF, AND WAYSIDE ARE VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0599 ***********************************************************************
 MN0599  DESIGNATION -  EGG
 MN0599  PID         -  MN0599
 MN0599  STATE/COUNTY-  NE/KIMBALL
 MN0599  USGS QUAD   -  KIMBALL SW (1972)
 MN0599
 MN0599                         *CURRENT SURVEY CONTROL
 MN0599  ___________________________________________________________________
 MN0599* NAD 83(1995)-  41 02 20.87810(N)    103 41 14.34018(W)     ADJUSTED  
 MN0599* NAVD 88     -      1538.     (meters)    5046.     (feet)  SCALED    
 MN0599  ___________________________________________________________________
 MN0599  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 MN0599  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 MN0599
 MN0599  HORZ ORDER  -  SECOND
 MN0599
 MN0599.The horizontal coordinates were established by classical geodetic methods
 MN0599.and adjusted by the National Geodetic Survey in August 1997..
 MN0599
 MN0599.The orthometric height was scaled from a topographic map.
 MN0599
 MN0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0599
 MN0599.The geoid height was determined by GEOID03.
 MN0599
 MN0599;                    North         East     Units Scale Factor Converg.
 MN0599;SPC NE       -   140,483.970   190,140.070   MT  0.99969156   -2 26 36.9
 MN0599;SPC CO N     -   495,766.374 1,066,819.273   MT  1.00005153   +1 10 16.4
 MN0599;SPC CO N     - 1,626,526.85  3,500,056.23   sFT  1.00005153   +1 10 16.4
 MN0599;UTM  13      - 4,543,931.125   610,334.703   MT  0.99974983   +0 51 43.1
 MN0599
 MN0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0599!SPC NE       -   0.99976179  x   0.99969156  =   0.99945342
 MN0599!SPC CO N     -   0.99976179  x   1.00005153  =   0.99981331
 MN0599!UTM  13      -   0.99976179  x   0.99974983  =   0.99951168
 MN0599
 MN0599|---------------------------------------------------------------------|
 MN0599| PID    Reference Object                     Distance      Geod. Az  |
 MN0599|                                                           dddmmss.s |
 MN0599| CP7966 EGG RM 1                             13.185 METERS 03148     |
 MN0599| LK0725 SHELL OIL CO RADIO MAST             APPROX.10.0 KM 1811811.4 |
 MN0599| CP7965 EGG AZ MK                                          1814908.9 |
 MN0599| CP7967 EGG RM 2                              7.583 METERS 25030     |
 MN0599|---------------------------------------------------------------------|
 MN0599
 MN0599                          SUPERSEDED SURVEY CONTROL
 MN0599
 MN0599  NAD 83(1995)-  41 02 20.87701(N)    103 41 14.34093(W) AD(       ) 2
 MN0599  NAD 83(1995)-  41 02 20.87474(N)    103 41 14.34032(W) AD(       ) 2
 MN0599  NAD 83(1986)-  41 02 20.87367(N)    103 41 14.34064(W) AD(       ) 2
 MN0599  NAD 27      -  41 02 20.93300(N)    103 41 12.55120(W) AD(       ) 2
 MN0599
 MN0599.Superseded values are not recommended for survey control.
 MN0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0599.See file dsdata.txt to determine how the superseded data were derived.
 MN0599
 MN0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1033543931(NAD 83)
 MN0599_MARKER: DS = TRIANGULATION STATION DISK
 MN0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0599
 MN0599  HISTORY     - Date     Condition        Report By
 MN0599  HISTORY     - 1963     MONUMENTED       CGS
 MN0599
 MN0599                          STATION DESCRIPTION
 MN0599
 MN0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0599'THE STATION IS LOCATED 13-1/2 MILES SOUTH AND 1-1/4 MILES
 MN0599'WEST OF KIMBALL, IN THE SW 1/4 OF SEC. 2, T12N R56W, ON A GRASS
 MN0599'COVERED RIDGE.
 MN0599'
 MN0599'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 71, 1.0
 MN0599'MILE WEST OF STONEHAM, COLORADO, GO NORTH ON STATE HIGHWAY 71 FOR
 MN0599'26.7 MILES TO THE COLORADO-NEBRASKA STATE LINE.  CONTINUE NORTH
 MN0599'ON STATE HIGHWAY 29 FOR 2.1 MILES TO A CROSSROAD.  TURN LEFT
 MN0599'AND GO WEST FOR 0.05 MILE TO A SIDE ROAD RIGHT AND THE AZIMUTH
 MN0599'MARK ON THE LEFT.  TURN RIGHT AND GO NORTH FOR 0.4 MILE TO THE
 MN0599'STATION ON RIGHT.
 MN0599'
 MN0599'THE STATION MARK IS A STANDARD DISK STAMPED EGG 1963, SET IN
 MN0599'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.
 MN0599'IT IS 77 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 23 FEET
 MN0599'EAST OF THE WITNESS POST.
 MN0599'
 MN0599'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EGG NO 1 1963, SET
 MN0599'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.
 MN0599'IT IS 98 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 56.5 FEET
 MN0599'NORTHEAST OF THE WITNESS POST.
 MN0599'
 MN0599'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EGG NO 2 1963, SET
 MN0599'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.
 MN0599'IT IS 54 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 12
 MN0599'FEET SOUTH OF THE WITNESS POST.
 MN0599'
 MN0599'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EGG 1963, SET IN
 MN0599'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 MN0599'INCHES.  IT IS 35 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 MN0599'33 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 1.4 FEET
 MN0599'NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1094 ***********************************************************************
 ML1094  DESIGNATION -  ELBA MUNICIPAL TANK
 ML1094  PID         -  ML1094
 ML1094  STATE/COUNTY-  NE/HOWARD
 ML1094  USGS QUAD   -  ELBA (1953)
 ML1094
 ML1094                         *CURRENT SURVEY CONTROL
 ML1094  ___________________________________________________________________
 ML1094* NAD 83(1995)-  41 15 47.67031(N)    098 33 20.72048(W)     ADJUSTED  
 ML1094* NAVD 88     -                                                        
 ML1094  ___________________________________________________________________
 ML1094  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 ML1094  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 ML1094
 ML1094  HORZ ORDER  -  THIRD
 ML1094
 ML1094.The horizontal coordinates were established by classical geodetic methods
 ML1094.and adjusted by the National Geodetic Survey in August 1997..
 ML1094
 ML1094
 ML1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1094
 ML1094.The geoid height was determined by GEOID03.
 ML1094
 ML1094;                    North         East     Units Scale Factor Converg.
 ML1094;SPC NE       -   159,766.763   620,981.161   MT  0.99966751   +0 57 25.5
 ML1094;UTM  14      - 4,568,075.210   537,212.633   MT  0.99961704   +0 17 34.8
 ML1094
 ML1094                          SUPERSEDED SURVEY CONTROL
 ML1094
 ML1094  NAD 83(1986)-  41 15 47.67813(N)    098 33 20.72502(W) AD(       ) 4
 ML1094  NAD 27      -  41 15 47.63000(N)    098 33 19.47000(W) AD(       ) 3
 ML1094
 ML1094.Superseded values are not recommended for survey control.
 ML1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1094.See file dsdata.txt to determine how the superseded data were derived.
 ML1094
 ML1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3721368075(NAD 83)
 ML1094_MARKER: 53 = ELEVATED TANK
 ML1094
 ML1094  HISTORY     - Date     Condition        Report By
 ML1094  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1094
 ML1094                          STATION DESCRIPTION
 ML1094
 ML1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1094'THE STATION IS LOCATED IN THE SOUTHEAST PART OF ELBA AND 66
 ML1094'FEET NORTH FROM THE CENTER OF A GRAVELED STREET.  IT IS A
 ML1094'SILVER COLORED, CONICAL SHAPED TANK SUPPORTED BY A FOUR LEGGED
 ML1094'STEEL STRUCTURE AND HAS AN OVERALL HEIGHT OF 110 FEET.  THE
 ML1094'WORD ELBA IS PAINTED ON THE WEST SIDE OF THE TANK.
 ML1094'
 ML1094'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0467 ***********************************************************************
 NO0467  DESIGNATION -  ELI
 NO0467  PID         -  NO0467
 NO0467  STATE/COUNTY-  NE/CHERRY
 NO0467  USGS QUAD   -  ELI (1985)
 NO0467
 NO0467                         *CURRENT SURVEY CONTROL
 NO0467  ___________________________________________________________________
 NO0467* NAD 83(1995)-  42 55 42.67321(N)    101 26 48.21172(W)     ADJUSTED  
 NO0467* NAVD 88     -      1027.     (meters)    3369.     (feet)  SCALED    
 NO0467  ___________________________________________________________________
 NO0467  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 NO0467  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 NO0467
 NO0467  HORZ ORDER  -  SECOND
 NO0467
 NO0467.The horizontal coordinates were established by classical geodetic methods
 NO0467.and adjusted by the National Geodetic Survey in August 1997..
 NO0467
 NO0467.The orthometric height was scaled from a topographic map.
 NO0467
 NO0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0467
 NO0467.The geoid height was determined by GEOID03.
 NO0467
 NO0467;                    North         East     Units Scale Factor Converg.
 NO0467;SPC NE       -   344,668.620   381,905.243   MT  0.99996799   -0 57 31.5
 NO0467;SPC SD S     -    66,729.745   509,112.406   MT  0.99997882   -0 46 05.1
 NO0467;SPC SD S     -   218,929.17  1,670,312.95   sFT  0.99997882   -0 46 05.1
 NO0467;UTM  14      - 4,755,781.653   300,335.936   MT  1.00009046   -1 40 01.1
 NO0467
 NO0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0467!SPC NE       -   0.99984201  x   0.99996799  =   0.99981001
 NO0467!SPC SD S     -   0.99984201  x   0.99997882  =   0.99982084
 NO0467!UTM  14      -   0.99984201  x   1.00009046  =   0.99993246
 NO0467
 NO0467:                Primary Azimuth Mark                     Grid Az
 NO0467:SPC NE       -  ELI AZ MK                                129 51 32.7
 NO0467:SPC SD S     -  ELI AZ MK                                129 40 06.3
 NO0467:UTM  14      -  ELI AZ MK                                130 34 02.3
 NO0467
 NO0467|---------------------------------------------------------------------|
 NO0467| PID    Reference Object                     Distance      Geod. Az  |
 NO0467|                                                           dddmmss.s |
 NO0467| CP9260 ELI AZ MK                                          1285401.2 |
 NO0467| CP9261 ELI RM 1                             12.235 METERS 24633     |
 NO0467| CP9262 ELI RM 2                             11.248 METERS 33309     |
 NO0467|---------------------------------------------------------------------|
 NO0467
 NO0467                          SUPERSEDED SURVEY CONTROL
 NO0467
 NO0467  NAD 83(1986)-  42 55 42.66816(N)    101 26 48.22016(W) AD(       ) 2
 NO0467  NAD 27      -  42 55 42.65300(N)    101 26 46.69600(W) AD(       ) 2
 NO0467
 NO0467.Superseded values are not recommended for survey control.
 NO0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0467.See file dsdata.txt to determine how the superseded data were derived.
 NO0467
 NO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN0033655782(NAD 83)
 NO0467_MARKER: DS = TRIANGULATION STATION DISK
 NO0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0467
 NO0467  HISTORY     - Date     Condition        Report By
 NO0467  HISTORY     - 1949     MONUMENTED       CGS
 NO0467
 NO0467                          STATION DESCRIPTION
 NO0467
 NO0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0467'THE STATION IS LOCATED ABOUT 10.0 MILES WEST OF CODY AND 3/4
 NO0467'MILE NORTH OF U.S. HIGHWAY NO 20 ON THE HIGHEST POINT OF A
 NO0467'PROMINENT FLAT TOPPED SAND RIDGE IN A PASTURE.  IT IS 6 FEET
 NO0467'NORTHEAST OF A 2 BY 4 WITNESS POST, STAMPED ELI 1949 AND SET
 NO0467'FLUSH WITH THE GROUND SURFACE.
 NO0467'
 NO0467'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, SET ON A
 NO0467'SMALL SAND HILL AND ON ABOUT THE SAME ELEVATION AS THE STATION
 NO0467'MARK.  IT IS STAMPED ELI NO 1 1949 AND PROJECTS 2 INCHES.
 NO0467'
 NO0467'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, SET ON THE
 NO0467'SAME RIDGE AS THE STATION MARK AND ON ABOUT THE SAME ELEVATION.
 NO0467'IT IS STAMPED ELI NO 2 1949 AND PROJECTS 2 INCHES.
 NO0467'
 NO0467'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2
 NO0467'IS 52.84 FEET
 NO0467'
 NO0467'THE AZIMUTH MARK IS ABOUT 0.8 MILE SOUTHEAST OF THE STATION,
 NO0467'50 FEET NORTH OF FENCE CORNER, 16 FEET SOUTH OF FENCE CORNER,
 NO0467'3 FEET NORTH OF WITNESS POST, 3 FEET SOUTH OF SOUTH END OF
 NO0467'GATE INTO PASTURE AND 6 INCHES EAST OF FENCE LINE.  IT IS
 NO0467'STAMPED ELI 1949 AND PROJECTS 3 INCHES.
 NO0467'
 NO0467'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE SOUTH
 NO0467'EDGE OF CODY, GO WEST ON U.S. HIGHWAY NO 20 FOR 10.4 MILES TO
 NO0467'OFF-SET IN EAST-WEST FENCE LINE ON THE RIGHT AND GATE IN THE
 NO0467'NORTH-SOUTH SECTION, (AZIMUTH MARK JUST SOUTH OF SOUTH END
 NO0467'OF GATE), PASS THROUGH GATE AND GO NORTHWEST ACROSS PASTURE
 NO0467'OVER SAND HILLS FOR 0.85 MILE TO THE HIGHEST POINT AND STATION
 NO0467'AS DESCRIBED.
 NO0467'
 NO0467'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1003 ***********************************************************************
 LG1003  DESIGNATION -  ELK CREEK
 LG1003  PID         -  LG1003
 LG1003  STATE/COUNTY-  NE/JOHNSON
 LG1003  USGS QUAD   -  TECUMSEH SE (1965)
 LG1003
 LG1003                         *CURRENT SURVEY CONTROL
 LG1003  ___________________________________________________________________
 LG1003* NAD 83(1995)-  40 17 16.41706(N)    096 07 29.46118(W)     ADJUSTED  
 LG1003* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 LG1003  ___________________________________________________________________
 LG1003  LAPLACE CORR-          -7.85  (seconds)                    DEFLEC99
 LG1003  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 LG1003
 LG1003  HORZ ORDER  -  SECOND
 LG1003
 LG1003.The horizontal coordinates were established by classical geodetic methods
 LG1003.and adjusted by the National Geodetic Survey in August 1997..
 LG1003
 LG1003.The orthometric height was scaled from a topographic map.
 LG1003
 LG1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1003
 LG1003.The geoid height was determined by GEOID03.
 LG1003
 LG1003;                    North         East     Units Scale Factor Converg.
 LG1003;SPC NE       -    57,853.831   829,370.970   MT  0.99988225   +2 34 05.0
 LG1003;UTM  14      - 4,463,678.479   744,405.124   MT  1.00033538   +1 51 36.3
 LG1003
 LG1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1003!SPC NE       -   0.99995006  x   0.99988225  =   0.99983231
 LG1003!UTM  14      -   0.99995006  x   1.00033538  =   1.00028542
 LG1003
 LG1003|---------------------------------------------------------------------|
 LG1003| PID    Reference Object                     Distance      Geod. Az  |
 LG1003|                                                           dddmmss.s |
 LG1003| CL6451 ELK CREEK RM 1                       21.866 METERS 01428     |
 LG1003| CL6450 ELK CREEK AZ MK                                    2012743.8 |
 LG1003| LG1005 ST PETERS LUTHERAN CH SPIRE         APPROX. 5.9 KM 2331310.1 |
 LG1003| CL6452 ELK CREEK RM 2                       20.095 METERS 27805     |
 LG1003| LG1004 ELK CREEK MUNICIPAL TANK             24.446 METERS 35514     |
 LG1003|---------------------------------------------------------------------|
 LG1003
 LG1003                          SUPERSEDED SURVEY CONTROL
 LG1003
 LG1003  NAD 83(1986)-  40 17 16.42439(N)    096 07 29.45769(W) AD(       ) 2
 LG1003  NAD 27      -  40 17 16.42100(N)    096 07 28.43900(W) AD(       ) 2
 LG1003
 LG1003.Superseded values are not recommended for survey control.
 LG1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1003.See file dsdata.txt to determine how the superseded data were derived.
 LG1003
 LG1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4440563678(NAD 83)
 LG1003_MARKER: DS = TRIANGULATION STATION DISK
 LG1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1003
 LG1003  HISTORY     - Date     Condition        Report By
 LG1003  HISTORY     - 1947     MONUMENTED       CGS
 LG1003
 LG1003                          STATION DESCRIPTION
 LG1003
 LG1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1003'THE STATION IS LOCATED ON A PROMINENT HILL IN THE NORTHEAST
 LG1003'SECTION OF THE TOWN OF ELK CREEK.  IT IS ON CITY PROPERTY AND IS
 LG1003'107.30 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING,
 LG1003'79.7 FEET SOUTH OF THE CENTER OF THE FEED PIPE TO THE CITY
 LG1003'MUNICIPAL WATER TANK, AND 26.5 FEET NORTHWEST OF A FENCE CORNER.
 LG1003'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED ELK CREEK 1947.
 LG1003'
 LG1003'REFERENCE MARK NO. 1 IS 54 FEET SOUTH OF A FENCE CORNER, 25
 LG1003'FEET EAST OF THE CENTER OF THE FEED PIPE TO THE WATER TANK, AND
 LG1003'3 FEET WEST OF A FENCE.  IT PROJECTS 7 INCHES AND IS STAMPED
 LG1003'ELK CREEK NO 1 1947.
 LG1003'
 LG1003'REFERENCE MARK NO. 2 IS 42.4 FEET EAST OF THE SOUTHEAST CORNER
 LG1003'OF THE SCHOOL BUILDING AND IS ON LINE WITH THE STATION AND THE
 LG1003'SOUTHEAST CORNER OF THE SCHOOL BUILDING.  IT IS SET FLUSH WITH
 LG1003'THE GROUND AND IS STAMPED ELK CREEK NO 2 1947.
 LG1003'
 LG1003'AZIMUTH MARK IS 0.1 MILE SOUTH OF A RAILROAD CROSSING, 150
 LG1003'FEET NORTH OF THE NORTH END OF A STEEL BRIDGE, 25 FEET WEST OF
 LG1003'THE CENTER OF A GRAVELED ROAD, AND 1.5 FEET NORTH OF A WITNESS
 LG1003'POST.
 LG1003'
 LG1003'TO REACH THE STATION FROM THE CENTER OF THE TOWN OF ELK CREEK,
 LG1003'GO NORTHEAST ABOUT 0.3 MILE TO THE MUNICIPAL WATER TANK AND THE
 LG1003'STATION AS DESCRIBED.
 LG1003'
 LG1003'TO REACH THE AZIMUTH MARK FROM THE CENTER OF TOWN, GO EAST AND
 LG1003'SOUTH ON GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 LG1003'RIGHT.
 LG1003'
 LG1003'A 74 FOOT SIGNAL AT BUNKERHILL IS VISIBLE AT 4 FEET.
 LG1003'
 LG1003'A 74 FOOT SIGNAL AT STEINAUER IS VISIBLE AT 4 FEET.
 LG1003'
 LG1003'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1004 ***********************************************************************
 LG1004  DESIGNATION -  ELK CREEK MUNICIPAL TANK
 LG1004  PID         -  LG1004
 LG1004  STATE/COUNTY-  NE/JOHNSON
 LG1004  USGS QUAD   -  TECUMSEH SE (1965)
 LG1004
 LG1004                         *CURRENT SURVEY CONTROL
 LG1004  ___________________________________________________________________
 LG1004* NAD 83(1995)-  40 17 17.20687(N)    096 07 29.54711(W)     ADJUSTED  
 LG1004* NAVD 88     -                                                        
 LG1004  ___________________________________________________________________
 LG1004  LAPLACE CORR-          -7.85  (seconds)                    DEFLEC99
 LG1004  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 LG1004
 LG1004  HORZ ORDER  -  THIRD
 LG1004
 LG1004.The horizontal coordinates were established by classical geodetic methods
 LG1004.and adjusted by the National Geodetic Survey in August 1997..
 LG1004
 LG1004
 LG1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1004
 LG1004.The geoid height was determined by GEOID03.
 LG1004
 LG1004;                    North         East     Units Scale Factor Converg.
 LG1004;SPC NE       -    57,878.074   829,367.851   MT  0.99988216   +2 34 04.9
 LG1004;UTM  14      - 4,463,702.770   744,402.304   MT  1.00033536   +1 51 36.2
 LG1004
 LG1004                          SUPERSEDED SURVEY CONTROL
 LG1004
 LG1004  NAD 83(1986)-  40 17 17.21392(N)    096 07 29.54242(W) AD(       ) 4
 LG1004  NAD 27      -  40 17 17.20900(N)    096 07 28.52400(W) AD(       ) 3
 LG1004
 LG1004.Superseded values are not recommended for survey control.
 LG1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1004.See file dsdata.txt to determine how the superseded data were derived.
 LG1004
 LG1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4440263703(NAD 83)
 LG1004_MARKER: 53 = ELEVATED TANK
 LG1004
 LG1004  HISTORY     - Date     Condition        Report By
 LG1004  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1004
 LG1004                          STATION DESCRIPTION
 LG1004
 LG1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1004'THE TANK IS LOCATED IN THE NORTHEAST EDGE OF TOWN ON THE SUMMIT
 LG1004'OF A SMALL HILL.  IT IS A FOUR LEGGED STEEL STRUCTURE, ABOUT 100
 LG1004'FEET HIGH, SUPPORTING A TANK ON TOP.  THE ENTIRE STRUCTURE IS
 LG1004'PAINTED ALUMINUM.  THE POINT OBSERVED UPON WAS THE BALL AT THE
 LG1004'APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0652 ***********************************************************************
 NN0652  DESIGNATION -  ELKHORN
 NN0652  PID         -  NN0652
 NN0652  STATE/COUNTY-  NE/HOLT
 NN0652  USGS QUAD   -  EWING SW (1986)
 NN0652
 NN0652                         *CURRENT SURVEY CONTROL
 NN0652  ___________________________________________________________________
 NN0652* NAD 83(1995)-  42 20 06.87575(N)    098 23 31.67897(W)     ADJUSTED  
 NN0652* NAVD 88     -       621.22   (+/-2cm)    2038.1    (feet)  VERTCON   
 NN0652  ___________________________________________________________________
 NN0652  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 NN0652  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 NN0652
 NN0652  HORZ ORDER  -  THIRD
 NN0652  VERT ORDER  -  THIRD ? (See Below)
 NN0652
 NN0652.The horizontal coordinates were established by classical geodetic methods
 NN0652.and adjusted by the National Geodetic Survey in August 1997..
 NN0652
 NN0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0652.The vertical order pertains to the NGVD 29 superseded value.
 NN0652
 NN0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0652
 NN0652.The geoid height was determined by GEOID03.
 NN0652
 NN0652;                    North         East     Units Scale Factor Converg.
 NN0652;SPC NE       -   279,017.305   632,472.513   MT  0.99976340   +1 03 55.9
 NN0652;UTM  14      - 4,687,177.895   550,077.083   MT  0.99963085   +0 24 33.8
 NN0652
 NN0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0652!SPC NE       -   0.99990644  x   0.99976340  =   0.99966986
 NN0652!UTM  14      -   0.99990644  x   0.99963085  =   0.99953733
 NN0652
 NN0652|---------------------------------------------------------------------|
 NN0652| PID    Reference Object                     Distance      Geod. Az  |
 NN0652|                                                           dddmmss.s |
 NN0652| CO3053 ELKHORN RM 1                          6.730 METERS 05842     |
 NN0652| NN0161 V 216                               APPROX. 1.1 KM 0875039.7 |
 NN0652| NN0654 ELKHORN 2                             9.487 METERS 18103     |
 NN0652| NN0669 O NEILL MUNICIPAL TANK              APPROX.25.3 KM 3035616.6 |
 NN0652| CO3054 ELKHORN RM 2                          6.393 METERS 31231     |
 NN0652| NN0655 PAGE MUNICIPAL TANK                 APPROX. 7.5 KM 3423625.5 |
 NN0652|---------------------------------------------------------------------|
 NN0652
 NN0652                          SUPERSEDED SURVEY CONTROL
 NN0652
 NN0652  NAD 83(1986)-  42 20 06.88031(N)    098 23 31.68273(W) AD(       ) 3
 NN0652  NAD 27      -  42 20 06.86500(N)    098 23 30.39500(W) AD(       ) 3
 NN0652  NGVD 29 (07/19/86)  621.01   (m)         2037.4    (f) LEVELING    3  
 NN0652
 NN0652.Superseded values are not recommended for survey control.
 NN0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0652.See file dsdata.txt to determine how the superseded data were derived.
 NN0652
 NN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5007787178(NAD 83)
 NN0652_MARKER: DS = TRIANGULATION STATION DISK
 NN0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0652
 NN0652  HISTORY     - Date     Condition        Report By
 NN0652  HISTORY     - 1949     MONUMENTED       CGS
 NN0652  HISTORY     - 1961     GOOD             USGS
 NN0652  HISTORY     - 1964     GOOD             CGS
 NN0652
 NN0652                          STATION DESCRIPTION
 NN0652
 NN0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0652'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF INMAN
 NN0652'AND ABOUT 5 MILES SOUTH-SOUTHEAST OF PAGE ON THE HIGHEST POINT
 NN0652'OF A NORTH-SOUTH RIDGE.  IT IS 60 FEET SOUTH OF U.S. HIGHWAY
 NN0652'20, 10 FEET SOUTH OF AN EAST-WEST FENCE LINE AND WITNESS POST
 NN0652'AND 25 FEET ABOVE THE HIGHWAY.  IT IS STAMPED ELKHORN 1949
 NN0652'AND IS FLUSH WITH THE GROUND.
 NN0652'
 NN0652'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE RIDGE,
 NN0652'IN AN EAST-WEST FENCE LINE AND 1 FOOT LOWER THAN THE STATION.
 NN0652'IT IS STAMPED ELKHORN NO 1 1949 AND PROJECTS 2 INCHES.
 NN0652'
 NN0652'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE RIDGE,
 NN0652'IN AN EAST-WEST FENCE LINE AND 1 FOOT LOWER THAN THE STATION.
 NN0652'IT IS STAMPED ELKHORN NO 2 1949 AND PROJECTS 3 INCHES.
 NN0652'
 NN0652'THE AZIMUTH MARK IS 57 FEET NORTH OF U.S. HIGHWAY 20, 30 FEET
 NN0652'EAST OF A TRACK ROAD, 12 FEET EAST OF A FENCE CORNER AND 2
 NN0652'FEET WEST OF A WITNESS POST.  IT IS A STANDARD U.S.C. AND G.S.
 NN0652'BENCH MARK DISK, STAMPED V 216 1946, SET IN THE TOP OF A
 NN0652'10 INCH SQUARE CONCRETE POST.
 NN0652'
 NN0652'TO REACH THE STATION FROM THE RAILROAD STATION IN INMAN, GO
 NN0652'SOUTHEAST ON U.S. HIGHWAYS 20 AND 275 FOR 5.0 MILES TO A FORK,
 NN0652'TAKE LEFT FORK, U.S. HIGHWAY 20, AND GO EAST FOR 2.35 MILE TO
 NN0652'THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 108.  CONTINUE
 NN0652'EAST ON U.S. HIGHWAY 20 FOR 1.25 MILE TO THE TOP OF THE HILL
 NN0652'AND THE STATION ON THE RIGHT.  CONTINUE EAST FOR 0.7 MILE TO
 NN0652'THE AZIMUTH MARK ON THE LEFT.
 NN0652'
 NN0652'A 74 FOOT SIGNAL AT STATION STAFFORD IS VISIBLE AT 4 FEET.
 NN0652'
 NN0652'A 74 FOOT SIGNAL AT STATION INMAN IS VISIBLE AT 4 FEET.
 NN0652'
 NN0652'A 74 FOOT SIGNAL AT STATION PAGE SW BASE 1900 1906 IS VISIBLE
 NN0652'AT 4 FEET.
 NN0652'
 NN0652'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0652
 NN0652                          STATION RECOVERY (1961)
 NN0652
 NN0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NN0652'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NN0652
 NN0652                          STATION RECOVERY (1964)
 NN0652
 NN0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0652'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NN0652'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY
 NN0652'20 WILL DESTROY THE STATION MARK AND BOTH REFERENCE MARKS,
 NN0652'SO A NEW STATION, ELKHORN 2, WAS ESTABLISHED.  FOR DETAILS,
 NN0652'SEE THE DESCRIPTION OF ELKHORN 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0654 ***********************************************************************
 NN0654  DESIGNATION -  ELKHORN 2
 NN0654  PID         -  NN0654
 NN0654  STATE/COUNTY-  NE/HOLT
 NN0654  USGS QUAD   -  EWING SW (1986)
 NN0654
 NN0654                         *CURRENT SURVEY CONTROL
 NN0654  ___________________________________________________________________
 NN0654* NAD 83(1995)-  42 20 06.56834(N)    098 23 31.68655(W)     ADJUSTED  
 NN0654* NAVD 88     -       621.     (meters)    2037.     (feet)  SCALED    
 NN0654  ___________________________________________________________________
 NN0654  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 NN0654  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 NN0654
 NN0654  HORZ ORDER  -  THIRD
 NN0654
 NN0654.The horizontal coordinates were established by classical geodetic methods
 NN0654.and adjusted by the National Geodetic Survey in August 1997..
 NN0654.No horizontal observational check was made to the station.
 NN0654
 NN0654.The orthometric height was scaled from a topographic map.
 NN0654
 NN0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0654
 NN0654.The geoid height was determined by GEOID03.
 NN0654
 NN0654;                    North         East     Units Scale Factor Converg.
 NN0654;SPC NE       -   279,007.820   632,472.516   MT  0.99976337   +1 03 55.9
 NN0654;UTM  14      - 4,687,168.413   550,076.977   MT  0.99963085   +0 24 33.8
 NN0654
 NN0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0654!SPC NE       -   0.99990644  x   0.99976337  =   0.99966984
 NN0654!UTM  14      -   0.99990644  x   0.99963085  =   0.99953733
 NN0654
 NN0654|---------------------------------------------------------------------|
 NN0654| PID    Reference Object                     Distance      Geod. Az  |
 NN0654|                                                           dddmmss.s |
 NN0654| NN0652 ELKHORN                               9.487 METERS 00103     |
 NN0654| NN0161 V 216                               APPROX. 1.1 KM 0872139.7 |
 NN0654| CO3058 ELKHORN 2 RM 3                       10.656 METERS 09041     |
 NN0654| CO3059 ELKHORN 2 RM 4                        9.769 METERS 26958     |
 NN0654| NN0669 O NEILL MUNICIPAL TANK              APPROX.25.3 KM 3035721.4 |
 NN0654| NN0655 PAGE MUNICIPAL TANK                 APPROX. 7.5 KM 3423747.6 |
 NN0654|---------------------------------------------------------------------|
 NN0654
 NN0654                          SUPERSEDED SURVEY CONTROL
 NN0654
 NN0654  NAD 83(1986)-  42 20 06.57289(N)    098 23 31.69030(W) AD(       ) 3
 NN0654  NAD 27      -  42 20 06.55758(N)    098 23 30.40257(W) AD(       ) 3
 NN0654
 NN0654.Superseded values are not recommended for survey control.
 NN0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0654.See file dsdata.txt to determine how the superseded data were derived.
 NN0654
 NN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5007787168(NAD 83)
 NN0654_MARKER: DS = TRIANGULATION STATION DISK
 NN0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0654_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NN0654
 NN0654  HISTORY     - Date     Condition        Report By
 NN0654  HISTORY     - 1964     MONUMENTED       CGS
 NN0654
 NN0654                          STATION DESCRIPTION
 NN0654
 NN0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0654'STATION IS LOCATED ABOUT 6 AND 1/2 MILES SOUTHEAST OF INMAN AND
 NN0654'5 MILES SOUTH-SOUTHEAST OF PAGE ALONG THE SOUTH RIGHT-OF-WAY OF U.S.
 NN0654'HIGHWAY 20 ON THE HIGHEST POINT OF A NORTH-SOUTH RIDGE, 119 FEET
 NN0654'SOUTH OF THE CENTERLINE OF NEW U.S. HIGHWAY 20, 22 FEET WEST
 NN0654'OF HIGHWAY STATION 851 + 00, AND 2 FEET NORTH OF FENCE AND NEW
 NN0654'STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NN0654'STAMPED ELKHORN 2 1964.
 NN0654'
 NN0654'TO REACH THE STATION FROM THE RAILROAD STATION IN INMAN, GO
 NN0654'SOUTHEAST ON U.S. HIGHWAYS 20 AND 275 FOR 5.0 MILES TO THE JUNCTION
 NN0654'OF THESE TWO HIGHWAYS.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 20
 NN0654'FOR 2.35 MILES TO THE JUNCTION OF STATE HIGHWAY 320 GOING NORTH TO
 NN0654'PAGE.  CONTINUE EAST ON U.S. HIGHWAY 20 FOR 1.25 MILES TO THE TOP OF
 NN0654'GRADE AND THE STATION ON THE RIGHT.
 NN0654'
 NN0654'REFERENCE MARK NO. 3 IS 34.96 FEET EAST OF THE STATION, 120 FEET
 NN0654'SOUTH OF THE STATION, 13 FEET EAST OF HIGHWAY STATION 851 + 00, AND
 NN0654'1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NN0654'STAMPED ELKHORN 2 NO 3 1964.
 NN0654'
 NN0654'REFERENCE MARK NO. 4 IS 32.05 FEET WEST OF THE STATION, 120 FEET
 NN0654'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 20, AND 1 FOOT NORTH OF
 NN0654'A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NN0654'ELKHORN 2 NO 4 1964.
 NN0654'
 NN0654'THE AZIMUTH MARK IS A USC AND GS BENCH MARK V 216 LOCATED 0.7
 NN0654'MILE EAST OF THE STATION, 49 FEET NORTH OF THE CENTERLINE OF
 NN0654'NEW U.S. HIGHWAY 20, 40 FEET EAST OF THE CENTER OF A TRACK
 NN0654'ROAD NORTH, 10 FEET EAST OF A FENCE CORNER, 5 FEET SOUTH OF A
 NN0654'FENCE, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.  THE MARK
 NN0654'PROJECTS 2 INCHES AND THE DISK IS STAMPED V 216 1946, AND SET
 NN0654'IN THE TOP OF A SQUARE CONCRETE POST.
 NN0654'
 NN0654'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 NN0654'HIGHWAY 20 FOR 0.7 MILE TO A T-TRACK ROAD GOING NORTH AND THE
 NN0654'AZIMUTH MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION AS
 NN0654'DESCRIBED.
 NN0654'
 NN0654'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0563 ***********************************************************************
 MK0563  DESIGNATION -  ELKHORN N BASE
 MK0563  PID         -  MK0563
 MK0563  STATE/COUNTY-  NE/DOUGLAS
 MK0563  USGS QUAD   -  ELKHORN (1983)
 MK0563
 MK0563                         *CURRENT SURVEY CONTROL
 MK0563  ___________________________________________________________________
 MK0563* NAD 83(1995)-  41 16 18.83974(N)    096 14 04.64572(W)     ADJUSTED  
 MK0563* NAVD 88     -       386.223  (meters)    1267.13   (feet)  ADJUSTED  
 MK0563  ___________________________________________________________________
 MK0563  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 MK0563  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MK0563  DYNAMIC HT  -         386.050 (meters)    1266.57  (feet)  COMP
 MK0563  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 MK0563
 MK0563  HORZ ORDER  -  SECOND
 MK0563  VERT ORDER  -  SECOND    CLASS 0
 MK0563
 MK0563.The horizontal coordinates were established by classical geodetic methods
 MK0563.and adjusted by the National Geodetic Survey in August 1997..
 MK0563
 MK0563.The orthometric height was determined by differential leveling
 MK0563.and adjusted by the National Geodetic Survey in June 1991..
 MK0563
 MK0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK0563
 MK0563.The geoid height was determined by GEOID03.
 MK0563
 MK0563.The dynamic height is computed by dividing the NAVD 88
 MK0563.geopotential number by the normal gravity value computed on the
 MK0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0563.degrees latitude (g = 980.6199 gals.).
 MK0563
 MK0563.The modeled gravity was interpolated from observed gravity values.
 MK0563
 MK0563;                    North         East     Units Scale Factor Converg.
 MK0563;SPC NE       -   166,584.256   815,290.375   MT  0.99966689   +2 29 43.1
 MK0563;UTM  14      - 4,572,629.936   731,625.829   MT  1.00026033   +1 49 29.8
 MK0563
 MK0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0563!SPC NE       -   0.99994371  x   0.99966689  =   0.99961061
 MK0563!UTM  14      -   0.99994371  x   1.00026033  =   1.00020402
 MK0563
 MK0563:                Primary Azimuth Mark                     Grid Az
 MK0563:SPC NE       -  ELKHORN N BASE AZ MK                     358 24 14.9
 MK0563:UTM  14      -  ELKHORN N BASE AZ MK                     359 04 28.2
 MK0563
 MK0563|---------------------------------------------------------------------|
 MK0563| PID    Reference Object                     Distance      Geod. Az  |
 MK0563|                                                           dddmmss.s |
 MK0563| MK0562 ELKHORN N BASE AZ MK                               0005358.0 |
 MK0563| CL6455 ELKHORN N BASE AZ MK 2                             0005354.9 |
 MK0563| MK0564 ELKHORN N BASE RM 1                  41.843 METERS 03358     |
 MK0563| MK0565 ELKHORN N BASE RM 2                  30.791 METERS 13048     |
 MK0563| MK1823 ELKHORN N BASE 2                     12.024 METERS 22419     |
 MK0563| MK1984 ELKHORN N BASE 2 AZ MK              APPROX. 0.8 KM 2642227.6 |
 MK0563| MK2037 ARLINGTON ATT MICROWAVE TOWER       APPROX.18.2 KM 3393908.5 |
 MK0563|---------------------------------------------------------------------|
 MK0563
 MK0563                          SUPERSEDED SURVEY CONTROL
 MK0563
 MK0563  NAD 83(1986)-  41 16 18.84807(N)    096 14 04.64809(W) AD(       ) 2
 MK0563  NAD 27      -  41 16 18.85400(N)    096 14 03.55700(W) AD(       ) 2
 MK0563  NGVD 29 (??/??/92)  386.092  (m)         1266.70   (f) ADJ UNCH    2 0
 MK0563
 MK0563.Superseded values are not recommended for survey control.
 MK0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0563.See file dsdata.txt to determine how the superseded data were derived.
 MK0563
 MK0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3162672630(NAD 83)
 MK0563_MARKER: DB = BENCH MARK DISK
 MK0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0563_STAMPING: ELKHORN N BASE 1947
 MK0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0563+STABILITY: SURFACE MOTION
 MK0563
 MK0563  HISTORY     - Date     Condition        Report By
 MK0563  HISTORY     - 1947     MONUMENTED       CGS
 MK0563  HISTORY     - 1950     GOOD             CGS
 MK0563  HISTORY     - 1950     GOOD             NGS
 MK0563  HISTORY     - 1957     GOOD             CGS
 MK0563  HISTORY     - 1959     GOOD             CGS
 MK0563  HISTORY     - 1959     GOOD             CGS
 MK0563  HISTORY     - 1967     GOOD             USGS
 MK0563  HISTORY     - 1968     GOOD             USGS
 MK0563  HISTORY     - 1974     GOOD             NEDR
 MK0563  HISTORY     - 1976     GOOD             LOCSUR
 MK0563  HISTORY     - 1977     GOOD             NGS
 MK0563  HISTORY     - 1977     GOOD             NGS
 MK0563
 MK0563                          STATION DESCRIPTION
 MK0563
 MK0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK0563'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF ELKHORN AND ABOUT
 MK0563'0.8 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAYS 6, 30A AND
 MK0563'275 FEET AND STATE HIGHWAY 31.  IT IS 36 FEET WEST OF THE
 MK0563'APPROXIMATE CENTERLINE OF STATE HIGHWAY 31, 14 FEET EAST-SOUTHEAST
 MK0563'OF A WHITE WITNESS POST AND 13.5 FEET EAST OF A TELEPHONE POLE
 MK0563'NUMBERED 24B.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MK0563'IS STAMPED ELKHORN N. BASE 1947.
 MK0563'
 MK0563'REFERENCE MARK NO. 1 IS 137.28 FEET NORTHEAST OF THE STATION,
 MK0563'41 FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 MK0563'31, 16 FEET EAST OF A TELEPHONE POLE AND 1 FOOT WEST OF THE
 MK0563'NORTH END OF A HEDGEROW.  THE MARK PROJECTS ABOUT 4 INCHES
 MK0563'AND THE DISK IS STAMPED ELKHORN N. BASE NO 1 1947.
 MK0563'
 MK0563'REFERENCE MARK NO. 2 IS 101.02 FEET SOUTHEAST OF THE STATION,
 MK0563'42 FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 31,
 MK0563'17 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A PAVED DRIVEWAY
 MK0563'AND 1 FOOT WEST OF THE SOUTH END OF A HEDGEROW.
 MK0563'
 MK0563'THE AZIMUTH MARK IS ABOUT 1.3 MILES NORTH OF THE STATION AND
 MK0563'ABOUT 0.5 MILE NORTH OF THE HIGHWAY OVERPASS JUST SOUTH OF
 MK0563'ELKHORN, 34 FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE
 MK0563'HIGHWAY 31, 2.6 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 MK0563'WEST OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 MK0563'AND THE DISK IS STAMPED ELKHORN N. BASE 1947.
 MK0563'
 MK0563'TO REACH THE STATION FROM THE HIGHWAY OVERPASS JUST SOUTH OF
 MK0563'ELKHORN GO SOUTH ON STATE HIGHWAY 31 FOR 0.55 MILE TO MARK
 MK0563'ON RIGHT AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION
 MK0563'GO NORTH 1.3 MILES ON STATE HIGHWAY 31 TO MARK ON RIGHT AS
 MK0563'DESCRIBED.
 MK0563'
 MK0563'ELKHORN S BASE V.G.
 MK0563'
 MK0563'BENSON 1934 VISIBLE AT 40 FT.
 MK0563'
 MK0563'CAMENZIND 1934 VISIBLE AT 40 FT.
 MK0563'
 MK0563'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MK0563
 MK0563                          STATION RECOVERY (1950)
 MK0563
 MK0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK0563'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 MK0563'CONDITION.  THE 1947 DESCRIPTION BY G.L.S. IS ADEQUATE.
 MK0563'
 MK0563'THIS STATION WAS NOT VISITED BY AN OBSERVING PARTY IN 1950.
 MK0563
 MK0563                          STATION RECOVERY (1950)
 MK0563
 MK0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK0563'0.6 MI S FROM ELKHORN.
 MK0563'0.55 MILE SOUTH ALONG STATE HIGHWAY 31 FROM THE SOUTH END OF THE
 MK0563'OVERPASS AT ELKHORN, 82 FEET NORTH OF THE EXTENDED CENTER LINE
 MK0563'OF A PRIVATE DRIVEWAY, 36 FEET WEST OF THE CENTER LINE OF THE
 MK0563'HIGHWAY, 13 FEET EAST OF A TELEPHONE POLE, 14 FEET EAST OF A
 MK0563'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0563'0.2 FOOT ABOVE THE GROUND.
 MK0563
 MK0563                          STATION RECOVERY (1957)
 MK0563
 MK0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GFM)
 MK0563'STATION RECOVERED N GOOD CONDITION AS DESCRIBED.
 MK0563'
 MK0563'THE AZIMUTH MARK WAS FOUND LAYING IN THE DITCH.
 MK0563
 MK0563                          STATION RECOVERY (1959)
 MK0563
 MK0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 MK0563'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MK0563'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAS BEEN DESTROYED
 MK0563'BY ROAD CONSTRUCTION.  THERE ARE NO INTERSECTION STATIONS
 MK0563'VISIBLE FROM THE GROUND AT THIS STATION, SO A NEW AZIMUTH MARK
 MK0563'WAS NOT ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 MK0563'
 MK0563'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF THE SMALL TOWN
 MK0563'OF ELKHORN AND ABOUT 1/2 MILE NORTH OF THE JUNCTION OF U.S.
 MK0563'HIGHWAYS 6, 30A AND 275 AND STATE HIGHWAY 31 AND ACROSS
 MK0563'STATE HIGHWAY 31 FROM THE ROBERTS DAIRY FARM BUILDINGS, 36 FEET
 MK0563'WEST OF THE CENTER OF STATE HIGHWAY 31, 13 FEET EAST OF A
 MK0563'TELEPHONE POLE, AND 1.5 FEET SOUTH OF A NEW WITNESS POST SIGN.
 MK0563'THE MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 MK0563'DISK IS STAMPED ELKHORN N BASE 1947.
 MK0563'
 MK0563'REFERENCE MARK NO. 1 IS 137.28 FEET NORTHEAST OF THE STATION,
 MK0563'41 FEET EAST OF THE CENTER OF STATE HIGHWAY 31 AT THE WEST EDGE
 MK0563'OF STEEL YARD FENCE, 23 FEET NORTH-NORTHEAST OF THE MOST
 MK0563'NORTHERN CEDAR TREE ON THE ROAD RIGHT-OF-WAY, AND 17 FEET
 MK0563'SOUTH OF THE NORTHWEST CORNER OF STEEL YARD FENCE.  THE MARK IS
 MK0563'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MK0563'ELKHORN N BASE NO 1 1947.
 MK0563'
 MK0563'REFERENCE MARK NO. 2 IS 101.02 FEET SOUTHEAST OF THE STATION,
 MK0563'42 FEET EAST OF THE CENTER OF STATE HIGHWAY 31, 16 FEET NORTH OF
 MK0563'THE CENTER OF DRIVEWAY TO THE ROBERTS DAIRY FARM, 9 FEET
 MK0563'NORTH OF THE NORTH GATE POST, AND 1.5 FEET SOUTH OF THE SOUTHWEST
 MK0563'CORNER OF STEEL YARD FENCE AROUND THE HOUSE.  THE MARK PROJECTS
 MK0563'1 INCH AND THE DISK IS STAMPED ELKHORN N BASE NO 2 1947.
 MK0563'
 MK0563'TO REACH THE STATION FROM THE HIGHWAY OVERPASS JUST SOUTH OF
 MK0563'THE SMALL TOIWN OF ELKHORN, GO SOUTH ON STATE HIGHWAY 31 FOR
 MK0563'0.55 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MK0563
 MK0563                          STATION RECOVERY (1959)
 MK0563
 MK0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK0563'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MK0563'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS FOUND
 MK0563'LYING IN A DITCH AND DESTROYED.  A NEW AZIMUTH MARK WAS
 MK0563'ESTABLISHED.
 MK0563'
 MK0563'THE STATION IS LOCATED, AIRLINE, ABOUT 1 MILE SOUTH OF ELKHORN
 MK0563'AND 0.8 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAYS 275, 30A,
 MK0563'6 AND STATE HIGHWAY 31, ALONG THE WEST SIDE OF STATE HIGHWAY 31.
 MK0563'
 MK0563'TO REACH THE STATION FROM THE NORTH END OF THE UNION PACIFIC
 MK0563'RAILROAD OVERPASS AND THE AZIMUTH MARK IN THE NORTHEAST CORNER
 MK0563'OF THE OVERPASS, IN THE SOUTHEAST PART OF THE SMALL TOWN OF
 MK0563'ELKHORN, GO SOUTH ON STATE HIGHWAY 31 FOR 0.65 MILE TO THE
 MK0563'HIGHEST GROUND IN THE IMMEDIATE VICINITY AND THE STATION ON
 MK0563'THE WEST SIDE.
 MK0563'
 MK0563'THE STATION IS A STANDARD DISK STAMPED ELKHORN N BASE 1947
 MK0563'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 MK0563'FLUSH WITH THE GROUND.  IT IS 35 FEET WEST OF THE CENTER OF THE
 MK0563'HIGHWAY, 13 FEET EAST OF A TELEPHONE POLE AND 13 FEET EAST
 MK0563'OF A WHITE WITNESS POST.
 MK0563'
 MK0563'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ELKHORN N
 MK0563'BASE NO 1 1947 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MK0563'WHICH IS FLUSH WITH THE GROUND AND IS 6 FEET LOWER THAN THE
 MK0563'STATION.  IT IS 41 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 MK0563'17 FEET SOUTH OF A FENCE CORNER IN THE FENCE LINE.
 MK0563'
 MK0563'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ELKHORN
 MK0563'N BASE NO 2 1947 SET IN TOP OF A 10-INCH SQUARE CONCRETE
 MK0563'MONUMENT WHICH IS FLUSH WITH THE GROUND AND IS ABOUT 2 FEET
 MK0563'LOWER THAN THE STATION.  IT IS 41 FEET EAST OF THE CENTER OF THE
 MK0563'HIGHWAY, 16 FEET NORTH OF THE CENTER OF AN ENTRANCE ROAD AND
 MK0563'1 FOOT SOUTH OF A FENCE CORNER.
 MK0563'
 MK0563'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELKHORN N BASE
 MK0563'1947 1959 SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION AND
 MK0563'NORTHEAST CORNER OF THE UNION PACIFIC RAILROAD OVERPASS.  IT IS
 MK0563'26 FEET EAST OF THE CENTER OF THE HIGHWAY.
 MK0563
 MK0563                          STATION RECOVERY (1967)
 MK0563
 MK0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK0563'UNABLE TO MEASURE DIRECTIONS TO REFERENCE MARKS DUE TO TREES
 MK0563'HEAVY WITH LEAVES AT TIME OF SECOND VISIT.  ALL MARKS FOUND IN
 MK0563'GOOD CONDITION.
 MK0563
 MK0563                          STATION RECOVERY (1968)
 MK0563
 MK0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK0563'RECOVERED IN GOOD CONDITION.
 MK0563
 MK0563                          STATION RECOVERY (1974)
 MK0563
 MK0563'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974 (HED)
 MK0563'STATION RECOVERED AS DESCRIBED.
 MK0563'
 MK0563'NEAREST TOWN--ELKHORN.
 MK0563
 MK0563                          STATION RECOVERY (1976)
 MK0563
 MK0563'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (JB)
 MK0563'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 MK0563'
 MK0563'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILES SOUTH ELKHORN,
 MK0563'NEBRASKA.
 MK0563
 MK0563                          STATION RECOVERY (1977)
 MK0563
 MK0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MK0563'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK 1959
 MK0563'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD
 MK0563'CONSTRUCTION IN THE AREA THE STATION MARK, REFERENCE MARK 2 AND THE
 MK0563'AZIMUTH MARK 1959 WILL BE DESTROYED, HOWEVER THERE IS A SLIGHT
 MK0563'CHANCE THAT REFERENCE MARK 2 WILL NOT BE DESTROYED.  THIS
 MK0563'DATE ELKHORN N BASE 2 AND REFERENCE MARK 3 AND AN AZIMUTH MARK
 MK0563'WERE ESTABLISHED.
 MK0563'
 MK0563'SEE THE DESCRIPTION FOR ELKHORN N BASE 2 THEREOF--
 MK0563'
 MK0563'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE SOUTH
 MK0563'OF ELKHORN.
 MK0563
 MK0563                          STATION RECOVERY (1977)
 MK0563
 MK0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MK0563'THIS MARK WILL BE DESTROYED BY ROAD CONSTRUCTION. TRIANGULATION
 MK0563'STATION ELKHORN N BASE 2 WAS ESTABLISHED THIS DATE AND THE LEVEL TIE
 MK0563'WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1823 ***********************************************************************
 MK1823  DESIGNATION -  ELKHORN N BASE 2
 MK1823  PID         -  MK1823
 MK1823  STATE/COUNTY-  NE/DOUGLAS
 MK1823  USGS QUAD   -  ELKHORN (1983)
 MK1823
 MK1823                         *CURRENT SURVEY CONTROL
 MK1823  ___________________________________________________________________
 MK1823* NAD 83(1995)-  41 16 18.56090(N)    096 14 05.00668(W)     ADJUSTED  
 MK1823* NAVD 88     -       386.31   (+/-2cm)    1267.4    (feet)  VERTCON   
 MK1823  ___________________________________________________________________
 MK1823  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 MK1823  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MK1823
 MK1823  HORZ ORDER  -  SECOND
 MK1823  VERT ORDER  -  THIRD (See Below)
 MK1823
 MK1823.The horizontal coordinates were established by classical geodetic methods
 MK1823.and adjusted by the National Geodetic Survey in August 1997..
 MK1823.No horizontal observational check was made to the station.
 MK1823
 MK1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1823.The vertical order pertains to the NGVD 29 superseded value.
 MK1823
 MK1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1823
 MK1823.The geoid height was determined by GEOID03.
 MK1823
 MK1823;                    North         East     Units Scale Factor Converg.
 MK1823;SPC NE       -   166,575.299   815,282.359   MT  0.99966689   +2 29 42.9
 MK1823;UTM  14      - 4,572,621.068   731,617.704   MT  1.00026028   +1 49 29.5
 MK1823
 MK1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1823!SPC NE       -   0.99994369  x   0.99966689  =   0.99961060
 MK1823!UTM  14      -   0.99994369  x   1.00026028  =   1.00020396
 MK1823
 MK1823|---------------------------------------------------------------------|
 MK1823| PID    Reference Object                     Distance      Geod. Az  |
 MK1823|                                                           dddmmss.s |
 MK1823| MK0564 ELKHORN N BASE RM 1                                03617     |
 MK1823| MK0563 ELKHORN N BASE                       12.024 METERS 04419     |
 MK1823| MK0565 ELKHORN N BASE RM 2                                10957     |
 MK1823| MK1824 ELKHORN N BASE 2 RM 3                37.762 METERS 17828     |
 MK1823| MK1984 ELKHORN N BASE 2 AZ MK              APPROX. 0.8 KM 2645624.0 |
 MK1823|---------------------------------------------------------------------|
 MK1823
 MK1823                          SUPERSEDED SURVEY CONTROL
 MK1823
 MK1823  NAD 83(1986)-  41 16 18.56937(N)    096 14 05.00887(W) AD(       ) 2
 MK1823  NAD 27      -  41 16 18.57516(N)    096 14 03.91794(W) AD(       ) 2
 MK1823  NGVD 29 (08/02/06)  386.19   (m)         1267.0    (f) RESET       3  
 MK1823
 MK1823.Superseded values are not recommended for survey control.
 MK1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1823.See file dsdata.txt to determine how the superseded data were derived.
 MK1823
 MK1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3161872621(NAD 83)
 MK1823_MARKER: DS = TRIANGULATION STATION DISK
 MK1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1823_STAMPING: ELKHORN N BASE 2 1977
 MK1823_PROJECTION: PROJECTING 0 CENTIMETERS
 MK1823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MK1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1823+STABILITY: SURFACE MOTION
 MK1823
 MK1823  HISTORY     - Date     Condition        Report By
 MK1823  HISTORY     - 1977     MONUMENTED       NGS
 MK1823  HISTORY     - 1977     GOOD             NGS
 MK1823
 MK1823                          STATION DESCRIPTION
 MK1823
 MK1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MK1823'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF ELKHORN, ON THE
 MK1823'WEST RIGHT-OF-WAY OF STATE HIGHWAY 31.
 MK1823'
 MK1823'TO REACH THE STATION FROM THE NORTH END OF THE UNION PACIFIC
 MK1823'RAILROAD OVERPASS IN THE SOUTHEAST PART OF THE TOWN OF ELKHORN GO
 MK1823'SOUTH ON STATE HIGHWAY 31 FOR 0.65 MILE TO THE STATION ON THE
 MK1823'RIGHT AND A HOUSE ON THE LEFT.
 MK1823'
 MK1823'THE STATION MARKS ARE STANDARD DISK STAMPED ELKHORN N BASE 2 1977.
 MK1823'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 MK1823'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 62.5 FEET WEST OF
 MK1823'THE CENTER OF THE HIGHWAY, 26 FEET NORTH OF THE CENTER OF A FIELD
 MK1823'ROAD, 2.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED
 MK1823'AND 2.3 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 MK1823'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 MK1823'THE GROUND SURFACE.
 MK1823'
 MK1823'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ELKHORN N BASE NO 1
 MK1823'1947, SET IN THE TOP OF A 12 INCH CONCRETE POST THAT IS FLUSH
 MK1823'WITH THE GROUND SURFACE.  IT IS 41.5 FEET EAST OF THE CENTER OF THE
 MK1823'HIGHWAY, 36 FEET NORTH OF A POWER POLE, 25.6 FEET WEST OF A WIRE
 MK1823'FENCE, 23 FEET NORTH-NORTHEAST OF A 14-INCH PINE TREE AND 22.5
 MK1823'FEET SOUTH-SOUTHEAST OF A 36-INCH MAPLE TREE.
 MK1823'
 MK1823'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ELKHORN N BASE NO 2
 MK1823'1947, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS
 MK1823'FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET EAST OF THE CENTER OF
 MK1823'THE HIGHWAY, 16 FEET NORTH OF THE CENTER OF A CONCRETE DRIVEWAY
 MK1823'TO THE HOUSE, 14 FEET WEST-NORTHWEST OF A LAMP POST, 10.5
 MK1823'FEET WEST OF A CORNER FENCE POST AND 2 FEET SOUTH-SOUTHWEST OF A
 MK1823'PIPE POST.
 MK1823'
 MK1823'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MK1823'ELKHORN N BASE 2 NO 3 1977 AND SET FLUSH WITH THE GROUND SURFACE.
 MK1823'IT IS 60 FEET WEST OF THE CENTER OF THE HIGHWAY, 13 FEET NORTHWEST
 MK1823'OF A TELEPHONE JUNCTION BOX AND 1 FOOT NORTH OF A METAL WITNESS
 MK1823'POST.
 MK1823'
 MK1823'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELKHORN N BASE 2 1977,
 MK1823'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH
 MK1823'WITH THE GROUND SURFACE.  IT IS 38 FEET NORTH OF A POWER POLE,
 MK1823'31.9 FEET WEST OF THE CENTER OF A SURFACED ROAD, 14 FEET NORTH
 MK1823'OF A NORTH END GATE POST, 2.3 FEET NORTH-NORTHEAST OF A METAL
 MK1823'WITNESS POST AND 1.8 FEET EAST OF A NORTH-SOUTH FENCELINE.
 MK1823'
 MK1823'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 MK1823'31 FOR 0.4 MILE TO THE JUNCTION OF US HIGHWAY 6, BEAR RIGHT AND GO
 MK1823'WESTERLY ON HIGHWAY 6 FOR 1.2 MILE TO A SIDE ROAD ON THE RIGHT,
 MK1823'TURN RIGHT AND GO NORTHEASTERLY ON A SURFACED ROAD FOR 0.8 MILE
 MK1823'TO THE AZIMUTH MARK ON THE LEFT.
 MK1823'
 MK1823'NOTE--REBAR PLACED IN THE STATION MARK AND AZIMUTH MARK CONCRETE
 MK1823'POSTS.
 MK1823'
 MK1823'NEAREST TOWN--ELKHORN.
 MK1823
 MK1823                          STATION RECOVERY (1977)
 MK1823
 MK1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MK1823'0.55 MI SOUTH FROM ELKHORN.
 MK1823'0.55 MILE SOUTH ALONG STATE HIGHWAY 31 FROM THE SOUTH END OF THE
 MK1823'OVERPASS IN ELKHORN, 62.5 FEET WEST OF THE CENTER OF THE HIGHWAY,
 MK1823'26 FEET NORTH OF THE CENTER OF A FIELD ROAD AND BETWEEN TWO METAL
 MK1823'POSTS NORTH AND SOUTH.
 MK1823'THE MARK IS 2.5 FT  N FROM A WITNESS POST.
 MK1823'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1984 ***********************************************************************
 MK1984  DESIGNATION -  ELKHORN N BASE 2 AZ MK
 MK1984  PID         -  MK1984
 MK1984  STATE/COUNTY-  NE/DOUGLAS
 MK1984  USGS QUAD   -  ELKHORN (1983)
 MK1984
 MK1984                         *CURRENT SURVEY CONTROL
 MK1984  ___________________________________________________________________
 MK1984* NAD 83(1995)-  41 16 16.31917(N)    096 14 38.54378(W)     ADJUSTED  
 MK1984* NAVD 88     -       393.4    (meters)    1291.     (feet)  VERTCON   
 MK1984  ___________________________________________________________________
 MK1984  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 MK1984  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 MK1984
 MK1984  HORZ ORDER  -  THIRD
 MK1984
 MK1984.The horizontal coordinates were established by classical geodetic methods
 MK1984.and adjusted by the National Geodetic Survey in August 1997..
 MK1984.No horizontal observational check was made to the station.
 MK1984
 MK1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1984
 MK1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1984
 MK1984.The geoid height was determined by GEOID03.
 MK1984
 MK1984;                    North         East     Units Scale Factor Converg.
 MK1984;SPC NE       -   166,472.301   814,505.797   MT  0.99966694   +2 29 20.6
 MK1984;UTM  14      - 4,572,527.107   730,839.530   MT  1.00025585   +1 49 07.3
 MK1984
 MK1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1984!SPC NE       -   0.99994257  x   0.99966694  =   0.99960953
 MK1984!UTM  14      -   0.99994257  x   1.00025585  =   1.00019841
 MK1984
 MK1984                          SUPERSEDED SURVEY CONTROL
 MK1984
 MK1984  NAD 83(1986)-  41 16 16.32753(N)    096 14 38.54605(W) AD(       ) 3
 MK1984  NAD 27      -  41 16 16.33274(N)    096 14 37.45393(W) AD(       ) 3
 MK1984  NGVD 29 (07/19/86)  393.3    (m)         1290.     (f) VERT ANG       
 MK1984
 MK1984.Superseded values are not recommended for survey control.
 MK1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1984.See file dsdata.txt to determine how the superseded data were derived.
 MK1984
 MK1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3084072527(NAD 83)
 MK1984_MARKER: DZ = AZIMUTH MARK DISK
 MK1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1984_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MK1984
 MK1984  HISTORY     - Date     Condition        Report By
 MK1984  HISTORY     - 1977     MONUMENTED       NGS
 MK1984
 MK1984                          STATION DESCRIPTION
 MK1984
 MK1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MK1984'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELKHORN N BASE 2 1977,
 MK1984'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 MK1984'THE GROUND SURFACE.  IT IS 38 FEET NORTH OF A POWER POLE, 31.9
 MK1984'FEET WEST OF THE CENTER OF A SURFACED ROAD, 14 FEET NORTH OF A
 MK1984'NORTH END GATE POST, 2.3 FEET NORTH-NORTHEAST OF A METAL WITNESS
 MK1984'POST AND 1.8 FEET EAST OF A NORTH-SOUTH FENCELINE.
 MK1984'
 MK1984'TO REACH THE AZIMUTH MARK FROM THE STATION ELKHORN N BASE 2, GO
 MK1984'SOUTH ON HIGHWAY 31 FOR 0.4 MILE TO THE JUNCTION OF US HIGHWAY
 MK1984'6, BEAR RIGHT AND GO WESTERLY ON HIGHWAY 6 FOR 1.2 MILE TO A
 MK1984'SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHEASTERLY ON A
 MK1984'SURFACED ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MK1984'
 MK1984'NOTE--REBAR PLACED IN THE AZIMUTH MARK CONCRETE POST.
 MK1984'
 MK1984'NEAREST TOWN--ELKHORN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1824 ***********************************************************************
 MK1824  DESIGNATION -  ELKHORN N BASE 2 RM 3
 MK1824  PID         -  MK1824
 MK1824  STATE/COUNTY-  NE/DOUGLAS
 MK1824  USGS QUAD   -  ELKHORN (1983)
 MK1824
 MK1824                         *CURRENT SURVEY CONTROL
 MK1824  ___________________________________________________________________
 MK1824* NAD 83(1986)-  41 16 18.     (N)    096 14 04.     (W)     SCALED    
 MK1824* NAVD 88     -       386.01   (+/-2cm)    1266.4    (feet)  VERTCON   
 MK1824  ___________________________________________________________________
 MK1824  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MK1824
 MK1824  VERT ORDER  -  THIRD (See Below)
 MK1824
 MK1824.The horizontal coordinates were scaled from a topographic map and have
 MK1824.an estimated accuracy of +/- 6 seconds.
 MK1824
 MK1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1824.The vertical order pertains to the NGVD 29 superseded value.
 MK1824
 MK1824.The geoid height was determined by GEOID03.
 MK1824
 MK1824;                    North         East    Units  Estimated Accuracy
 MK1824;SPC NE       -   166,560.      815,310.      MT  (+/- 180 meters Scaled)
 MK1824
 MK1824                          SUPERSEDED SURVEY CONTROL
 MK1824
 MK1824  NGVD 29 (08/02/06)  385.89   (m)         1266.0    (f) RESET       3  
 MK1824
 MK1824.Superseded values are not recommended for survey control.
 MK1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1824.See file dsdata.txt to determine how the superseded data were derived.
 MK1824
 MK1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL316726(NAD 83)
 MK1824_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MK1824_SETTING: 0 = UNSPECIFIED SETTING
 MK1824_STAMPING: ELKHORN N BASE 2 NO 3 1977
 MK1824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1824
 MK1824  HISTORY     - Date     Condition        Report By
 MK1824  HISTORY     - 1977     MONUMENTED       NGS
 MK1824
 MK1824                          STATION DESCRIPTION
 MK1824
 MK1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 MK1824'0.55 MI SOUTH FROM ELKHORN.
 MK1824'0.55 MILE SOUTH ALONG STATE HIGHWAY 31 FROM THE SOUTH END OF THE
 MK1824'OVERPASS IN ELKHORN, 60 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 MK1824'13 FEET NORTHWEST OF A TELEPHONE JUNCTION BOX A 4-INCH CAST
 MK1824'ALUMINUM REFERENCE MARK SET FLUSH WITH GROUND.
 MK1824'THE MARK IS 1 FT  N FROM A WITNESS POST.
 MK1824'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0564 ***********************************************************************
 MK0564  DESIGNATION -  ELKHORN N BASE RM 1
 MK0564  PID         -  MK0564
 MK0564  STATE/COUNTY-  NE/DOUGLAS
 MK0564  USGS QUAD   -  ELKHORN (1983)
 MK0564
 MK0564                         *CURRENT SURVEY CONTROL
 MK0564  ___________________________________________________________________
 MK0564* NAD 83(1986)-  41 16 18.     (N)    096 14 04.     (W)     SCALED    
 MK0564* NAVD 88     -       384.881  (meters)    1262.73   (feet)  ADJUSTED  
 MK0564  ___________________________________________________________________
 MK0564  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MK0564  DYNAMIC HT  -         384.708 (meters)    1262.16  (feet)  COMP
 MK0564  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 MK0564
 MK0564  VERT ORDER  -  SECOND    CLASS 0
 MK0564
 MK0564.The horizontal coordinates were scaled from a topographic map and have
 MK0564.an estimated accuracy of +/- 6 seconds.
 MK0564
 MK0564.The orthometric height was determined by differential leveling
 MK0564.and adjusted by the National Geodetic Survey in June 1991..
 MK0564
 MK0564.The geoid height was determined by GEOID03.
 MK0564
 MK0564.The dynamic height is computed by dividing the NAVD 88
 MK0564.geopotential number by the normal gravity value computed on the
 MK0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0564.degrees latitude (g = 980.6199 gals.).
 MK0564
 MK0564.The modeled gravity was interpolated from observed gravity values.
 MK0564
 MK0564;                    North         East    Units  Estimated Accuracy
 MK0564;SPC NE       -   166,560.      815,310.      MT  (+/- 180 meters Scaled)
 MK0564
 MK0564                          SUPERSEDED SURVEY CONTROL
 MK0564
 MK0564  NGVD 29 (??/??/92)  384.750  (m)         1262.30   (f) ADJ UNCH    2 0
 MK0564
 MK0564.Superseded values are not recommended for survey control.
 MK0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0564.See file dsdata.txt to determine how the superseded data were derived.
 MK0564
 MK0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL316726(NAD 83)
 MK0564_MARKER: DB = BENCH MARK DISK
 MK0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0564_STAMPING: ELKHORN N BASE NO 1 1947
 MK0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0564+STABILITY: SURFACE MOTION
 MK0564
 MK0564  HISTORY     - Date     Condition        Report By
 MK0564  HISTORY     - 1947     MONUMENTED       CGS
 MK0564  HISTORY     - 1950     GOOD             NGS
 MK0564  HISTORY     - 1977     GOOD             NGS
 MK0564
 MK0564                          STATION DESCRIPTION
 MK0564
 MK0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0564'0.6 MI S FROM ELKHORN.
 MK0564'0.55 MILE SOUTH ALONG STATE HIGHWAY 31 FROM THE SOUTH END OF THE
 MK0564'OVERPASS AT ELKHORN, 137.0 FEET NORTHEAST OF ELKHORN N. BASE
 MK0564'1947, 73 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE
 MK0564'FARMHOUSE, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 17
 MK0564'FEET SOUTH OF THE NORTHWEST CORNER OF A YARD FENCE, 0.3 FOOT
 MK0564'WEST OF A NORTH AND SOUTH FENCE, SET IN THE TOP OF A CONCRETE
 MK0564'POST WHICH IS FLUSH WITH THE GROUND.
 MK0564
 MK0564                          STATION RECOVERY (1977)
 MK0564
 MK0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MK0564'0.55 MILE SOUTH ALONG STATE HIGHWAY 31 FROM THE SOUTH END OF THE
 MK0564'OVERPASS AT ELKHORN, 22.5 FEET SSE OF A 36 INCH MAPLE TREE, 25.6 FEET
 MK0564'WEST OF A WIRE FENCE, 23 FEET NNE OF A 14-INCH PINE TREE, 36 FEET
 MK0564'NORTH OF A POWER POLE AND 41 S FEET EAST OF THE CENTER OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0565 ***********************************************************************
 MK0565  DESIGNATION -  ELKHORN N BASE RM 2
 MK0565  PID         -  MK0565
 MK0565  STATE/COUNTY-  NE/DOUGLAS
 MK0565  USGS QUAD   -  ELKHORN (1983)
 MK0565
 MK0565                         *CURRENT SURVEY CONTROL
 MK0565  ___________________________________________________________________
 MK0565* NAD 83(1986)-  41 16 17.     (N)    096 14 06.     (W)     SCALED    
 MK0565* NAVD 88     -       385.697  (meters)    1265.41   (feet)  ADJUSTED  
 MK0565  ___________________________________________________________________
 MK0565  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 MK0565  DYNAMIC HT  -         385.524 (meters)    1264.84  (feet)  COMP
 MK0565  MODELED GRAV-     980,164.1   (mgal)                       NAVD 88
 MK0565
 MK0565  VERT ORDER  -  SECOND    CLASS 0
 MK0565
 MK0565.The horizontal coordinates were scaled from a topographic map and have
 MK0565.an estimated accuracy of +/- 6 seconds.
 MK0565
 MK0565.The orthometric height was determined by differential leveling
 MK0565.and adjusted by the National Geodetic Survey in June 1991..
 MK0565
 MK0565.The geoid height was determined by GEOID03.
 MK0565
 MK0565.The dynamic height is computed by dividing the NAVD 88
 MK0565.geopotential number by the normal gravity value computed on the
 MK0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0565.degrees latitude (g = 980.6199 gals.).
 MK0565
 MK0565.The modeled gravity was interpolated from observed gravity values.
 MK0565
 MK0565;                    North         East    Units  Estimated Accuracy
 MK0565;SPC NE       -   166,530.      815,260.      MT  (+/- 180 meters Scaled)
 MK0565
 MK0565                          SUPERSEDED SURVEY CONTROL
 MK0565
 MK0565  NGVD 29 (??/??/92)  385.566  (m)         1264.98   (f) ADJ UNCH    2 0
 MK0565
 MK0565.Superseded values are not recommended for survey control.
 MK0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0565.See file dsdata.txt to determine how the superseded data were derived.
 MK0565
 MK0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL315725(NAD 83)
 MK0565_MARKER: DB = BENCH MARK DISK
 MK0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0565_STAMPING: ELKHORN N BASE NO 2 1947
 MK0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0565+STABILITY: SURFACE MOTION
 MK0565
 MK0565  HISTORY     - Date     Condition        Report By
 MK0565  HISTORY     - 1947     MONUMENTED       CGS
 MK0565  HISTORY     - 1950     GOOD             NGS
 MK0565  HISTORY     - 1967     MARK NOT FOUND   USGS
 MK0565  HISTORY     - 1977     GOOD             NGS
 MK0565
 MK0565                          STATION DESCRIPTION
 MK0565
 MK0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0565'0.6 MI S FROM ELKHORN.
 MK0565'0.55 MILE SOUTH ALONG STATE HIGHWAY 31 FROM THE SOUTH END OF THE
 MK0565'OVERPASS AT ELKHORN, 101.0 FEET SOUTHEAST OF ELKHORN N. BASE
 MK0565'1947, 98 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE
 MK0565'FARMHOUSE, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 16
 MK0565'FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.5 FEET
 MK0565'SOUTH OF THE SOUTHWEST CORNER OF THE YARD FENCE, SET IN THE TOP
 MK0565'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK0565
 MK0565                          STATION RECOVERY (1967)
 MK0565
 MK0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MK0565'MARK NOT FOUND.
 MK0565
 MK0565                          STATION RECOVERY (1977)
 MK0565
 MK0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MK0565'THIS MARK WILL BE DESTROYED BY ROAD CONSTRUCTION. TRIANGULATION
 MK0565'STATION ELKHORN N BASE 2 AND REFERENCE MARK NO 3 WERE ESTABLISHED
 MK0565'THIS DATE AND ELEVATION TIE MARK TO THE NEW MARKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1852 ***********************************************************************
 MK1852  DESIGNATION -  ELKHORN RESET
 MK1852  PID         -  MK1852
 MK1852  STATE/COUNTY-  NE/STANTON
 MK1852  USGS QUAD   -  MADISON NE (1976)
 MK1852
 MK1852                         *CURRENT SURVEY CONTROL
 MK1852  ___________________________________________________________________
 MK1852* NAD 83(1995)-  41 59 21.28711(N)    097 18 37.80662(W)     ADJUSTED  
 MK1852* NAVD 88     -       533.2    (meters)    1749.     (feet)  VERTCON   
 MK1852  ___________________________________________________________________
 MK1852  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 MK1852  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 MK1852
 MK1852  HORZ ORDER  -  FIRST
 MK1852
 MK1852.The horizontal coordinates were established by classical geodetic methods
 MK1852.and adjusted by the National Geodetic Survey in August 1997..
 MK1852
 MK1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1852
 MK1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1852
 MK1852.The geoid height was determined by GEOID03.
 MK1852
 MK1852;                    North         East     Units Scale Factor Converg.
 MK1852;SPC NE       -   242,828.947   722,760.385   MT  0.99969413   +1 46 56.4
 MK1852;UTM  14      - 4,649,962.819   639,945.941   MT  0.99984099   +1 07 49.6
 MK1852
 MK1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1852!SPC NE       -   0.99992026  x   0.99969413  =   0.99961442
 MK1852!UTM  14      -   0.99992026  x   0.99984099  =   0.99976127
 MK1852
 MK1852:                Primary Azimuth Mark                     Grid Az
 MK1852:SPC NE       -  ELKHORN AZ MK 2                          359 42 39.8
 MK1852:UTM  14      -  ELKHORN AZ MK 2                          000 21 46.6
 MK1852
 MK1852|---------------------------------------------------------------------|
 MK1852| PID    Reference Object                     Distance      Geod. Az  |
 MK1852|                                                           dddmmss.s |
 MK1852| CN9225 ELKHORN AZ MK 2                                    0012936.2 |
 MK1852| CN9226 ELKHORN RM 1                         39.404 METERS 00531     |
 MK1852| CN9227 ELKHORN RM 2                         47.164 METERS 06549     |
 MK1852| CN9228 ELKHORN RM 3                         24.000 METERS 07809     |
 MK1852| MK1835 STANTON STANDPIPE                   APPROX. 8.1 KM 1193532.1 |
 MK1852| CN9224 ELKHORN AZ MK                                      2011102.0 |
 MK1852| NM1777 NORFOLK TV CHAN 6 SAT MAST          APPROX. 6.8 KM 3142807.5 |
 MK1852| NM1776 NORFOLK TV CHAN 4 AND 9 MAST        APPROX. 6.7 KM 3171707.4 |
 MK1852| NM1783 NORFOLK ST HOSP INSANE SPIPE        APPROX. 9.5 KM 3190843.8 |
 MK1852| NM1784 NORFOLK ST HOSP FOR INSANE STK      APPROX. 9.5 KM 3193232.2 |
 MK1852| NM1779 NORFOLK STATE POLICE RAD MAST       APPROX. 3.8 KM 3235803.8 |
 MK1852| NM1778 NORFOLK STATE HOSP MICROWAVE        APPROX. 3.4 KM 3482628.5 |
 MK1852|---------------------------------------------------------------------|
 MK1852
 MK1852                          SUPERSEDED SURVEY CONTROL
 MK1852
 MK1852  NAD 83(1986)-  41 59 21.29544(N)    097 18 37.80886(W) AD(       ) 1
 MK1852  NAD 27      -  41 59 21.27700(N)    097 18 36.63600(W) AD(       ) 1
 MK1852  NGVD 29 (07/19/86)  533.0    (m)         1749.     (f) VERT ANG       
 MK1852
 MK1852.Superseded values are not recommended for survey control.
 MK1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1852.See file dsdata.txt to determine how the superseded data were derived.
 MK1852
 MK1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3994649963(NAD 83)
 MK1852_MARKER: DS = TRIANGULATION STATION DISK
 MK1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1852_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1852
 MK1852  HISTORY     - Date     Condition        Report By
 MK1852  HISTORY     - 1935     MONUMENTED       CGS
 MK1852  HISTORY     - 1953     GOOD             CGS
 MK1852  HISTORY     - 1966     SEE DESCRIPTION  CGS
 MK1852  HISTORY     - 1968     GOOD             CGS
 MK1852
 MK1852                          STATION DESCRIPTION
 MK1852
 MK1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1852'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE NORTHEAST
 MK1852'QUARTER SEC. 9, T. 23 N., R. 1 E., ABOUT 6 MILES SOUTHEAST
 MK1852'OF NORFOLK AND 5 MILES NORTHWEST OF STANTON ON THE SOUTH
 MK1852'END OF A RIDGE OR A SMALL KNOLL OVERLOOKING THE VALLEY TO THE
 MK1852'WEST AND SOUTH AT A SECTION CORNER.
 MK1852'
 MK1852'REACHED FROM NORFOLK (BON TON FLOUR MILL ON THE EAST SIDE
 MK1852'OF TOWN) BY GOING EAST AND SOUTHEAST ON ROUTE 8, FOR 6.25 MILES,
 MK1852'TURN LEFT (EAST) LEAVING ROUTE 8, AND GO 0.4 MILE TO CROSS
 MK1852'ROAD WITH SCHOOLHOUSE IN THE NORTHEAST ANGLE, TURN LEFT
 MK1852'(NORTH) AND GO 1.0 MILE TO TOP OF HILL AND STATION.  MARK
 MK1852'IS SET IN PASTURE, 15 FEET WEST OF NORTH-SOUTH FENCE, 72 FEET
 MK1852'SOUTH-SOUTHWEST OF FENCE CORNER AND 44 FEET WEST OF CENTERLINE
 MK1852'OF NORTH-SOUTH ROAD.
 MK1852'
 MK1852'REFERENCE MARK NO. 1 IS 129.28 FEET (39.404 METERS) NORTH
 MK1852'OF STATION, 30 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD
 MK1852'IN FENCE LINE AND 65 FEET NORTHWEST OF T-ROAD INTERSECTION
 MK1852'
 MK1852'REFERENCE MARK NO. 2 IS 154.74 FEET (47.164 METERS)
 MK1852'EAST-NORTHEAST OF STATION, IN EAST-WEST FENCE LINE, AND 18
 MK1852'FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.
 MK1852'
 MK1852'AZIMUTH MARK IS REACHED BY GOING SOUTH FROM STATION 1.0
 MK1852'MILE TO CROSS ROAD, TURN RIGHT (WEST) AND GO 0.35 MILE.  MARK
 MK1852'IS SET IN EAST-WEST FENCE LINE, 24 FEET NORTH OF CENTERLINE
 MK1852'OF EAST-WEST ROAD, AND 80 FEET NORTH OF CENTERLINE OF ROUTE 8
 MK1852'
 MK1852'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 MK1852
 MK1852                          STATION RECOVERY (1953)
 MK1852
 MK1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LVS)
 MK1852'STATION RECOVERED AS DESCRIBED, EXCEPT STATE HIGHWAY 8 IS
 MK1852'NOW STATE HIGHWAY 24, AND THE DISTANCE OF 6.25 SHOULD BE
 MK1852'6.4 MI.  REFERENCE MARK 1 RECOVERED AS DESCRIBED.  REFERENCE
 MK1852'MARK 2 SEARCHED FOR BUT NOT RECOVERED, COULD HAVE BEEN
 MK1852'DESTROYED WHEN E-W ROAD WAS REPAIRED AND RIGHT-OF-WAY WIDENED.
 MK1852'
 MK1852'STATION MARK, REFERENCE MARK 1, AND AZIMUTH MARK RECOVERED IN
 MK1852'GOOD CONDITION.  STATION MARK PROJECTS ABOUT 18 IN. ABOVE GROUND.
 MK1852
 MK1852                          STATION RECOVERY (1966)
 MK1852
 MK1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1852'STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 MK1852'GOOD CONDITION, AS DESCRIBED IN THE 1935 DESCRIPTION.  REFERENCE
 MK1852'MARK NO. 2 WAS SEARCHED FOR BUT COULD NOT BE FOUND.  IT IS BELIEVED
 MK1852'DESTROYED BY GRADEING OF ROAD.  THE STATION WAS LOWERED AT THE
 MK1852'REQUEST OF THE PROPERTY OWNER.  THE ORIGINAL POINT WAS HELD, THE
 MK1852'SURFACE MARK IS NOW FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK
 MK1852'IS STAMPED ELKHORN 1935 1966.
 MK1852'
 MK1852'REFERENCE MARK NO. 3 WAS ESTABLISHED.  IT IS 100 FEET NORTH OF AN
 MK1852'UTILITY POLE, 95 FEET SOUTH OF AN UTILITY POLE, 33 FEET EAST OF THE
 MK1852'APPROXIMATE CENTER OF A GRAVELED ROAD AND 1 FOOT WEST OF FENCELINE.
 MK1852'IT IS MARKED BY A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF
 MK1852'A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE
 MK1852'SURFACE OF THE GROUND.  THE DISK IS STAMPED ELKHORN NO 3 1935 1966.
 MK1852'
 MK1852'A NEW ROUTE TO THE STATION FOLLOWS--TO REACH FROM THE FIRST NATIONAL
 MK1852'BANK BUILDING IN STATION, GO SOUTH FOR 1 BLOCK, THEN WESTERLY ON
 MK1852'STATE HIGHWAY 24 FOR 5.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 MK1852'NORTH FOR 0.5 MILE TO A CROSSROAD.  (TURN LEFT AND GO WEST FOR 0.4
 MK1852'MILE TO THE AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF ROAD).
 MK1852'CONTINUE NORTH ON A GRAVELED ROAD FOR 0.95 MILE TO STATION ON THE
 MK1852'LEFT AT TOP OF RIDGE AND ON WEST SIDE OF ROAD.
 MK1852'
 MK1852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 MK1852'SOUTHEAST OF NORFOLK PLATE.
 MK1852'
 MK1852'HEIGHT OF LIGHT ABOVE STATION MARK 85.81 FEET.
 MK1852
 MK1852                          STATION RECOVERY (1968)
 MK1852
 MK1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MK1852'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 MK1852'NO. 3 WERE RECOVERED AS DESCRIBED IN 1966 AND FOUND IN GOOD
 MK1852'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF HIGHWAY
 MK1852'CONSTRUCTION ON STATE HIGHWAY 24 AND HAD TO BE RESET.
 MK1852'
 MK1852'DUE TO ADVERSE WEATHER CONDITIONS THE REFERENCE MARKS WERE
 MK1852'NOT MEASURED OR OBSERVED ON.
 MK1852'
 MK1852'A NEW AZIMUTH MARK WAS SET.
 MK1852'
 MK1852'A METAL WITNESS POST WAS SET 12 FEET EAST OF THE STATION MARK.
 MK1852'
 MK1852'FOLLOWING IS A NEW DESCRIPTION OR THE RESET AZIMUTH MARK.
 MK1852'
 MK1852'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 MK1852'GRAVELED ROAD FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 MK1852'
 MK1852'AZIMUTH MARK, A STANDARD DISK STAMPED ELKHORN 1935 1968, IS
 MK1852'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 MK1852'IT IS 30 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 1 FOOT
 MK1852'WEST OF A FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 MK1852'
 MK1852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 MK1852'MILES SOUTHEAST OF NORFOLK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1997 ***********************************************************************
 MK1997  DESIGNATION -  ELKHORN S BASE
 MK1997  PID         -  MK1997
 MK1997  STATE/COUNTY-  NE/SARPY
 MK1997  USGS QUAD   -  GRETNA (1984)
 MK1997
 MK1997                         *CURRENT SURVEY CONTROL
 MK1997  ___________________________________________________________________
 MK1997* NAD 83(1995)-  41 09 42.00380(N)    096 14 03.30143(W)     ADJUSTED  
 MK1997* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 MK1997  ___________________________________________________________________
 MK1997  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 MK1997  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 MK1997
 MK1997  HORZ ORDER  -  SECOND
 MK1997
 MK1997.The horizontal coordinates were established by classical geodetic methods
 MK1997.and adjusted by the National Geodetic Survey in August 1997..
 MK1997
 MK1997.The orthometric height was scaled from a topographic map.
 MK1997
 MK1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1997
 MK1997.The geoid height was determined by GEOID03.
 MK1997
 MK1997;                    North         East     Units Scale Factor Converg.
 MK1997;SPC NE       -   154,359.068   815,854.494   MT  0.99967653   +2 29 44.0
 MK1997;UTM  14      - 4,560,391.749   732,046.700   MT  1.00026275   +1 49 16.3
 MK1997
 MK1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1997!SPC NE       -   0.99994364  x   0.99967653  =   0.99962019
 MK1997!UTM  14      -   0.99994364  x   1.00026275  =   1.00020638
 MK1997
 MK1997:                Primary Azimuth Mark                     Grid Az
 MK1997:SPC NE       -  ELKHORN S BASE AZ MK                     359 36 57.6
 MK1997:UTM  14      -  ELKHORN S BASE AZ MK                     000 17 25.3
 MK1997
 MK1997|---------------------------------------------------------------------|
 MK1997| PID    Reference Object                     Distance      Geod. Az  |
 MK1997|                                                           dddmmss.s |
 MK1997| MK0687 ELKHORN S BASE AZ MK                               0020641.6 |
 MK1997| CL6459 ELKHORN S BASE RM 3                  45.830 METERS 02341     |
 MK1997| CL6457 ELKHORN S BASE RM 1                  28.316 METERS 04254     |
 MK1997| CL6458 ELKHORN S BASE RM 2                  28.651 METERS 13722     |
 MK1997| CL6460 ELKHORN S BASE RM 4                  30.754 METERS 14219     |
 MK1997| CL6461 ELKHORN S BASE AZ MK 2                             1782517.4 |
 MK1997|---------------------------------------------------------------------|
 MK1997
 MK1997                          SUPERSEDED SURVEY CONTROL
 MK1997
 MK1997  NAD 83(1986)-  41 09 42.01224(N)    096 14 03.30328(W) AD(       ) 2
 MK1997  NAD 27      -  41 09 42.01300(N)    096 14 02.20800(W) AD(       ) 2
 MK1997
 MK1997.Superseded values are not recommended for survey control.
 MK1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1997.See file dsdata.txt to determine how the superseded data were derived.
 MK1997
 MK1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3204760392(NAD 83)
 MK1997_MARKER: DS = TRIANGULATION STATION DISK
 MK1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1997
 MK1997  HISTORY     - Date     Condition        Report By
 MK1997  HISTORY     - 1947     MONUMENTED       CGS
 MK1997  HISTORY     - 1959     GOOD             CGS
 MK1997  HISTORY     - 1961     GOOD             CGS
 MK1997  HISTORY     - 1967     GOOD             USGS
 MK1997  HISTORY     - 1967     GOOD             CGS
 MK1997
 MK1997                          STATION DESCRIPTION
 MK1997
 MK1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1997'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF ELKHORN AND ABOUT
 MK1997'1-3/4 MILES NORTH-NORTHEAST OF THE SMALL TOWN OF GRETNA.  IT IS
 MK1997'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 6, 28 FEET WEST OF THE
 MK1997'CENTERLINE OF THE HIGHWAY, 106 FEET NORTH-NORTHWEST OF THE
 MK1997'INTERSECTION OF A CROSS ROAD, 85 FEET NORTH OF A CONCRETE
 MK1997'CULVERT HEADWALL, AND ACROSS THE HIGHWAY FROM A SMALL SCHOOL
 MK1997'BUILDING.  THE DISK IS STAMPED ELKHORN N. BASE 1947 AND
 MK1997'PROJECTS 4 INCHES.
 MK1997'
 MK1997'REFERENCE MARK NO. 1 IS 92.90 FEET NORTHEAST OF THE STATION,
 MK1997'85 FEET WEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 70 FEET
 MK1997'SOUTH OF A FENCE CORNER AND POWER POLE, AND 35 FEET EAST OF THE
 MK1997'CENTERLINE OF THE HIGHWAY.  THE DISK IS STAMPED ELKHORN N. BASE
 MK1997'NO 1 1947 AND PROJECTS 6 INCHES.
 MK1997'
 MK1997'REFERENCE MARK NO. 2 IS 94.00 FEET SOUTHEAST OF THE STATION,
 MK1997'49 FEET NORTHEAST OF THE INTERSECTION OF THE CROSS ROAD, AND 17
 MK1997'FEET NORTH OF A CONCRETE CULVERT HEADWALL.  THE DISK IS STAMPED
 MK1997'ELKHORN S. BASE NO 2 1947 AND PROJECTS 6 INCHES.
 MK1997'
 MK1997'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH-NORTHEAST OF
 MK1997'THE STATION, 36 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 6,
 MK1997'2.2 FEET SOUTHEAST OF A WITNESS POST, 1.8 FEET SOUTHEAST OF A
 MK1997'POWER POLE, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE.
 MK1997'THE DISK IS STAMPED ELKHORN S. BASE 1947 AND PROJECTS 6 INCHES.
 MK1997'
 MK1997'TO REACH THE STATION FROM THE RAILROAD OVERPASS AT THE SOUTH EDGE
 MK1997'OF ELKHORN, GO SOUTH ON STATE HIGHWAY 31 AND THEN U.S. HIGHWAY 6
 MK1997'FOR 7.75 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MK1997'CONTINUE SOUTH FOR 0.25 MILE TO THE STATION ON THE RIGHT AS
 MK1997'DESCRIBED.
 MK1997'
 MK1997'OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER.
 MK1997'
 MK1997'A 90 FOOT SIGNAL AT ELKHORN N. BASE CAN BE SEEN FROM 64 FEET.
 MK1997'
 MK1997'A 77 FOOT TOWER AT BENSON CAN BE SEEN AT 37 FEET.
 MK1997'
 MK1997'A 77 FOOT TOWER AT CAMENZIND 1934 CAN BE SEEN FROM 37 FEET.
 MK1997'
 MK1997'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 MK1997
 MK1997                          STATION RECOVERY (1959)
 MK1997
 MK1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 MK1997'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MK1997'IN GOOD CONDITION.  THERE ARE SOME REFERENCE MEASUREMENTS
 MK1997'WHICH HAVE CHANGED, SO A COMPLETE DESCRIPTION FOLLOWS.
 MK1997'
 MK1997'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF THE SMALL TOWN OF
 MK1997'ELKHORN AND 1 AND 3/4 MILES NORTH-NORTHEAST OF GRETNA ON THE
 MK1997'RIGHT-OF-WAY OF U.S. HIGHWAY 6., 28 FEET WEST OF THE CENTER OF
 MK1997'HIGHWAY, 106 NORTH-NORTHWEST OF THE INTERSECTION OF A CROSS ROAD,
 MK1997'145 FEET EAST OF THE SOUTHWEST CORNER OF MR. HOWARD KRAMBECKS
 MK1997'BRICK HOUSE, 85 FEET NORTH OF A NORTH CONCRETE CULVERT HEADWALL,
 MK1997'81 FEET NORTH OF A TELEPHONE POLE, 9 FEET NORTH-NORTHEAST OF A
 MK1997'STEEL RIGHT-OF-WAY POST FOR THE HIGHWAY, AND ACROSS THE
 MK1997'HIGHWAY FROM AN ABANDONED SCHOOL.  THE MARK IS 2 INCHES BELOW
 MK1997'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ELKHORN S
 MK1997'BASE 1947.
 MK1997'
 MK1997'REFERENCE MARK NO. 1 IS 92.90 FEET NORTHEAST OF THE STATION,
 MK1997'85 FEET WEST OF THE SOUTHWEST CORNER OF ABANDONED SCHOOL, 70 FEET
 MK1997'SOUTH OF CONCRETE POST AND POWER POLE WITH TRANSFORMER AT THE
 MK1997'NORTHWEST CORNER OF SCHOOLYARD FENCE, 35 FEET EAST OF THE CENTER
 MK1997'OF U.S. HIGHWAY 6, AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 MK1997'4 INCHES AND THE DISK IS STAMPED ELKHORN S BASE NO 1 1947.
 MK1997'
 MK1997'REFERENCE MARK NO. 2 IS 94.00 FEET SOUTHEAST OF THE STATION,
 MK1997'49 FEET NORTHEAST OF THE INTERSECTION OF A CROSSROAD, 17 FEET
 MK1997'NORTH OF A CONCRETE CULVERT HEADWALL, 4 FEET NORTH OF SOUTHWEST
 MK1997'CORNER OF SCHOOL YARD FENCE, 2 FEET EAST OF FENCE, AND 1.5 FEET
 MK1997'NORTH OF NEW WITNESS POST SIGN.  THE MARK PROJECTS 4 INCHES
 MK1997'AND THE DISK IS STAMPED ELKHORN S BASE NO 2 1947.
 MK1997'
 MK1997'AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION, 36 FEET EAST OF
 MK1997'THE CENTER OF U.S. HIGHWAY 6, 2.5 FEET WEST OF NEW WITNESS
 MK1997'SIGNPOST AND FENCE, AND 1 FOOT SOUTH OF POWER POLE.  THE MARK
 MK1997'PROJECTS 6 INCHES AND THE DISK IS STAMPED ELKHORN S BASE 1947.
 MK1997'
 MK1997'TO REACH THE STATION FROM THE RAILROAD OVERPASS AT THE SOUTH
 MK1997'EDGE OF THE SMALL TOWN OF ELKHORN, GO SOUTH ON STATE HIGHWAY 31
 MK1997'FOR 1.25 MILE TO AN OVERPASS AND THE JUNCTION OF U.S. HIGHWAY 6.
 MK1997'CONTINUE SOUTH ON U.S. HIGHWAY 6 FOR 6.6 MILES TO THE AZIMUTH
 MK1997'MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON U.S. HIGHWAY
 MK1997'6 FOR 0.25 MILE TO AN ABANDONED SCHOOL ON THE LEFT AND MR.
 MK1997'HOWARD KRAMBECKS FARM BUILDINGS ON THE RIGHT AND THE STATION ON
 MK1997'THE RIGHT AS DESCRIBED.
 MK1997'
 MK1997'NOTE--THE ANGLES FROM THE AZIMUTH MARK TO THE REFERENCE MARKS
 MK1997'CHECKED.
 MK1997
 MK1997                          STATION RECOVERY (1961)
 MK1997
 MK1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 MK1997'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 MK1997'GOOD CONDITION, EXCEPT BOTH REFERENCE MARKS WHICH REQUIRED MOVING.
 MK1997'DR. W.T. HUGHES WHO BUILT A NEW HOME ON THE EAST SIDE OF THE
 MK1997'HIGHWAY REQUESTED THAT THESE MARKS BE MOVED.  A COMPLETE
 MK1997'DESCRIPTION FOLLOWS.
 MK1997'
 MK1997'STATION IS LOCATED ABOUT 8 MILES SOUTH OF THE SMALL TOWN OF
 MK1997'ELKHORN AND 1 AND 3/4 MILES NORTH-NORTHEAST OF GRETNA ON THE
 MK1997'RIGHT-OF-WAY OF U.S. HIGHWAY 6, 28 FEET WEST OF THE CENTER OF
 MK1997'THE HIGHWAY, 106 FEET NORTH-NORTHWEST OF THE INTERSECTION OF A
 MK1997'CROSSROAD, 145 FEET EAST OF THE SOUTHWEST CORNER OF MR. HOWARD
 MK1997'KRAMBECKS BRICK HOUSE, 85 FEET NORTH OF A NORTH CONCRETE CULVERT
 MK1997'HEADWALL, 81 FEET NORTH OF A TELEPHONE POLE, 9 FEET
 MK1997'NORTH-NORTHEAST OF A STEEL RIGHT-OF-WAY POST FOR THE HIGHWAY, AND
 MK1997'ACROSS THE HIGHWAY FROM A NEW BRICK HOUSE OWNED BY DR. W.T.
 MK1997'HUGHES.  THE MARK IS 2 INCHES BELOW THE SURFACE OF THE
 MK1997'GROUND AND THE DISK IS STAMPED ELKHORN S BASE 1947.
 MK1997'
 MK1997'TO REACH THE STATION FROM THE RAILROAD OVERPASS AT THE SOUTH
 MK1997'EDGE OF THE SMALL TOWN OF ELKHORN, GO SOUTH ON STATE HIGHWAY 31 FOR
 MK1997'1.25 MILES TO AN OVERPASS AND THE JUNCTION OF U.S. HIGHWAY 6.
 MK1997'CONTINUE SOUTH ON U.S. HIGHWAY 6 FOR 6.6 MILES TO THE AZIMUTH
 MK1997'MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON U.S. HIGHWAY 6
 MK1997'FOR 0.25 MILE TO DR. HUGHES NEW BRICK HOUSE ON THE LEFT AND MR.
 MK1997'HOWARD KRAMBECKS FARM BUILDINGS ON THE RIGHT AND THE STATION
 MK1997'AS DESCRIBED.
 MK1997'
 MK1997'REFERENCE MARK NO. 3 IS 112 FEET NORTHWEST OF THE NORTHWEST
 MK1997'CORNER OF DR. HUGHES BRICK HOUSE, 34 FEET EAST OF THE CENTERLINE
 MK1997'OF U.S. HIGHWAY 6, 24 FEET NORTH OF THE CENTER OF CONCRETE
 MK1997'DRIVEWAY, AND 2 FEET EAST OF A POWER POLE WITH A TRANSFORMER.
 MK1997'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 MK1997'IS STAMPED ELKHORN S BASE NO 3 1947.
 MK1997'
 MK1997'REFERENCE MARK NO. 4 IS 115 FEET SOUTHWEST OF THE SOUTHWEST
 MK1997'CORNER OF DR. HUGHES BRICK HOUSE, 34 FEET EAST OF THE CENTERLINE
 MK1997'OF U.S. HIGHWAY 6, 24 FEET NORTH OF THE CENTER OF GRAVEL ROAD,
 MK1997'2 FEET SOUTH OF A TELEPHONE POLE, AND 6 INCHES NORTH OF A NEW
 MK1997'WITNESS SIGNPOST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MK1997'IS STAMPED ELKHORN S BASE NO 4 1947.
 MK1997'
 MK1997'AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION, 36 FEET EAST
 MK1997'OF THE CENTERLINE OF U.S. HIGHWAY 6, 2.5 FEET WEST OF A NEW
 MK1997'WITNESS SIGNPOST AND FENCE, AND 1 FOOT SOUTH OF A POWER POLE.
 MK1997'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ELKHORN S BASE
 MK1997'1947.
 MK1997'
 MK1997'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MK1997
 MK1997                          STATION RECOVERY (1967)
 MK1997
 MK1997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK1997'DESCRIPTION IS ADEQUATE.
 MK1997'
 MK1997'AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  A NEW HOUSE HAS BEEN
 MK1997'BUILT AND CONSIDERABLE GRADING HAS BEEN DONE IN THE AREA.
 MK1997'THE STATION MARK, R.M. 3, AND R.M. 4 WERE FOUND IN GOOD CONDITION
 MK1997'DIRECTIONS WERE CHECKED BUT NO DISTANCES WERE MEASURED.
 MK1997
 MK1997                          STATION RECOVERY (1967)
 MK1997
 MK1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MK1997'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4,
 MK1997'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1961 AND
 MK1997'FOUND IN GOOD CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE
 MK1997'AZIMUTH MARK AS A NEW HOUSE WAS TO BE BUILT NEAR THE SITE.  A NEW
 MK1997'AZIMUTH MARK WAS SET ABOUT 0.35 MILE SOUTH OF THE STATION.
 MK1997'
 MK1997'FOLLOWING IS A TO REACH THE STATION AND A DESCRIPTION FOR THE
 MK1997'NEW AZIMUTH MARK.
 MK1997'
 MK1997'TO REACH THE STATION FROM THE CENTER OF THE OVERPASS AT THE
 MK1997'SOUTHEAST EDGE OF ELKHORN, GO SOUTH ON STATE HIGHWAY 31 FOR 1.35
 MK1997'MILE TO AN OVERPASS AND THE JUNCTION OF U.S. HIGHWAY 6.  CONTINUE
 MK1997'SOUTH ON U.S. HIGHWAY 6 FOR 7.0 MILES TO DR. HUGHES BRICK HOUSE
 MK1997'ON THE LEFT AND MR. HOWARD KRAMBECKS FARM BUILDING AND THE
 MK1997'STATION ON THE RIGHT.
 MK1997'
 MK1997'AZIMUTH MARK, A STANDARD DISK STAMPED ELKHORN S. BASE 1947 AZ. 2
 MK1997'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6
 MK1997'INCHES.  IT IS 27 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD,
 MK1997'11 FEET NORTH OF A LARGE COTTONWOOD TREE, 2 FEET NORTH OF A
 MK1997'METAL WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 MK1997'
 MK1997'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S
 MK1997'HIGHWAY 6 FOR 0.3 MILE TO A ROAD FORK.  TAKE THE LEFT FORK AND
 MK1997'GO SOUTH ON A GRAVELED ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0686 ***********************************************************************
 MK0686  DESIGNATION -  ELKHORN S BASE RM 2
 MK0686  PID         -  MK0686
 MK0686  STATE/COUNTY-  NE/SARPY
 MK0686  USGS QUAD   -  GRETNA (1984)
 MK0686
 MK0686                         *CURRENT SURVEY CONTROL
 MK0686  ___________________________________________________________________
 MK0686* NAD 83(1986)-  41 09 41.     (N)    096 14 03.     (W)     SCALED    
 MK0686* NAVD 88     -       387.214  (meters)    1270.38   (feet)  ADJUSTED  
 MK0686  ___________________________________________________________________
 MK0686  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 MK0686  DYNAMIC HT  -         387.050 (meters)    1269.85  (feet)  COMP
 MK0686  MODELED GRAV-     980,189.5   (mgal)                       NAVD 88
 MK0686
 MK0686  VERT ORDER  -  SECOND    CLASS 0
 MK0686
 MK0686.The horizontal coordinates were scaled from a topographic map and have
 MK0686.an estimated accuracy of +/- 6 seconds.
 MK0686
 MK0686.The orthometric height was determined by differential leveling
 MK0686.and adjusted by the National Geodetic Survey in June 1991..
 MK0686
 MK0686.The geoid height was determined by GEOID03.
 MK0686
 MK0686.The dynamic height is computed by dividing the NAVD 88
 MK0686.geopotential number by the normal gravity value computed on the
 MK0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0686.degrees latitude (g = 980.6199 gals.).
 MK0686
 MK0686.The modeled gravity was interpolated from observed gravity values.
 MK0686
 MK0686;                    North         East    Units  Estimated Accuracy
 MK0686;SPC NE       -   154,330.      815,860.      MT  (+/- 180 meters Scaled)
 MK0686
 MK0686                          SUPERSEDED SURVEY CONTROL
 MK0686
 MK0686  NGVD 29 (??/??/92)  387.102  (m)         1270.02   (f) ADJ UNCH    2 0
 MK0686
 MK0686.Superseded values are not recommended for survey control.
 MK0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0686.See file dsdata.txt to determine how the superseded data were derived.
 MK0686
 MK0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL320603(NAD 83)
 MK0686_MARKER: DR = REFERENCE MARK DISK
 MK0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0686_STAMPING: ELKHORN S BASE NO 2 1947
 MK0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0686+STABILITY: SURFACE MOTION
 MK0686
 MK0686  HISTORY     - Date     Condition        Report By
 MK0686  HISTORY     - 1947     MONUMENTED       CGS
 MK0686  HISTORY     - 1950     GOOD             NGS
 MK0686
 MK0686                          STATION DESCRIPTION
 MK0686
 MK0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0686'2 MI NE FROM GRETNA.
 MK0686'0.5 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE AT GRETNA,
 MK0686'THENCE 1.5 MILES NORTH ALONG U.S. HIGHWAY 6, AT A SCHOOLHOUSE,
 MK0686'162 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE,
 MK0686'36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET NORTH OF
 MK0686'THE CENTER LINE OF AN EAST AND WEST ROAD, SET IN THE TOP OF A
 MK0686'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1039 ***********************************************************************
 LH1039  DESIGNATION -  ELKREEK
 LH1039  PID         -  LH1039
 LH1039  STATE/COUNTY-  NE/GOSPER
 LH1039  USGS QUAD   -  ARAPAHOE (1958)
 LH1039
 LH1039                         *CURRENT SURVEY CONTROL
 LH1039  ___________________________________________________________________
 LH1039* NAD 83(1995)-  40 21 04.89206(N)    099 58 51.81284(W)     ADJUSTED  
 LH1039* NAVD 88     -       690.26   (+/-2cm)    2264.6    (feet)  VERTCON   
 LH1039  ___________________________________________________________________
 LH1039  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 LH1039  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 LH1039
 LH1039  HORZ ORDER  -  FIRST
 LH1039  VERT ORDER  -  THIRD ? (See Below)
 LH1039
 LH1039.The horizontal coordinates were established by classical geodetic methods
 LH1039.and adjusted by the National Geodetic Survey in August 1997..
 LH1039
 LH1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1039.The vertical order pertains to the NGVD 29 superseded value.
 LH1039
 LH1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1039
 LH1039.The geoid height was determined by GEOID03.
 LH1039
 LH1039;                    North         East     Units Scale Factor Converg.
 LH1039;SPC NE       -    57,517.740   501,608.888   MT  0.99985961   +0 00 45.2
 LH1039;UTM  14      - 4,467,217.655   416,687.216   MT  0.99968544   -0 38 06.9
 LH1039
 LH1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1039!SPC NE       -   0.99989558  x   0.99985961  =   0.99975521
 LH1039!UTM  14      -   0.99989558  x   0.99968544  =   0.99958105
 LH1039
 LH1039:                Primary Azimuth Mark                     Grid Az
 LH1039:SPC NE       -  IMMANUELS LUTHERAN CH CROSS              051 08 13.4
 LH1039:UTM  14      -  IMMANUELS LUTHERAN CH CROSS              051 47 05.5
 LH1039
 LH1039|---------------------------------------------------------------------|
 LH1039| PID    Reference Object                     Distance      Geod. Az  |
 LH1039|                                                           dddmmss.s |
 LH1039| LH1032 IMMANUELS LUTHERAN CH CROSS         APPROX.12.4 KM 0510858.6 |
 LH1039| CN9233 ELKREEK AZ MK                                      0892121.7 |
 LH1039| LH1037 ST MATHEWS LUTHERAN CH SPIRE        APPROX. 1.6 KM 0894900.8 |
 LH1039| CN9234 ELKREEK RM 1                         30.681 METERS 09900     |
 LH1039| LH1015 OXFORD MUNICIPAL TANK               APPROX.31.5 KM 1100721.7 |
 LH1039| LH1035 EDISON MUNICIPAL TANK               APPROX.19.5 KM 1153610.8 |
 LH1039| LH1036 ARAPAHOE MUNICIPAL TANK             APPROX. 9.1 KM 1271939.3 |
 LH1039| LH1040 SALEM EVAN LUTHERAN CH SPIRE        APPROX.16.1 KM 3575336.7 |
 LH1039| CN9235 ELKREEK RM 2                         28.770 METERS 35840     |
 LH1039|---------------------------------------------------------------------|
 LH1039
 LH1039                          SUPERSEDED SURVEY CONTROL
 LH1039
 LH1039  NAD 83(1986)-  40 21 04.89707(N)    099 58 51.81679(W) AD(       ) 1
 LH1039  NAD 27      -  40 21 04.87000(N)    099 58 50.35700(W) AD(       ) 1
 LH1039  NGVD 29 (07/19/86)  689.96   (m)         2263.6    (f) LEVELING    3  
 LH1039
 LH1039.Superseded values are not recommended for survey control.
 LH1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1039.See file dsdata.txt to determine how the superseded data were derived.
 LH1039
 LH1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1668767218(NAD 83)
 LH1039_MARKER: DS = TRIANGULATION STATION DISK
 LH1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1039_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1039
 LH1039  HISTORY     - Date     Condition        Report By
 LH1039  HISTORY     - 1934     MONUMENTED       CGS
 LH1039  HISTORY     - 1951     GOOD             CGS
 LH1039  HISTORY     - 1962     GOOD             CGS
 LH1039
 LH1039                          STATION DESCRIPTION
 LH1039
 LH1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1039'STATION IS LOCATED IN SOUTHWEST CORNER OF SEC. 31, T. 5 N., R. 23
 LH1039'W., IN ELKREEK TOWNSHIP, ON LAND OWNED BY MR. E.A. HUZOLL.  MARK
 LH1039'IS SET 49 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD, 34 FEET
 LH1039'EAST OF CENTERLINE OF T-ROAD LEADING NORTH, 15 FEET NORTH OF
 LH1039'FENCE CORNER, AND 4 FEET EAST OF NORTH-SOUTH FENCE LINE.
 LH1039'
 LH1039'STATION REACHED FROM JUNCTION OF STATE HIGHWAY 21 AND U.S.
 LH1039'HIGHWAY 6 IN ARAPAHOE BY GOING NORTH ON HIGHWAY 21 FOR 3.2 MILES,
 LH1039'THEN TURN LEFT ON DIRT ROAD JUST BEFORE REACHING PONY TRUSS
 LH1039'BRIDGE.  GO WEST ON THIS ROAD (COUNTY LINE ROAD BETWEEN GOSPER
 LH1039'AND FURNAS COUNTIES) FOR 4.0 MILES, OR 1.0 MILE PAST A LARGE
 LH1039'WHITE CHURCH ON NORTH SIDE OF ROAD TO A T-ROAD NORTH AND STATION
 LH1039'IN NORTHEAST ANGLE.
 LH1039'
 LH1039'REFERENCE MARK NO. 1 IN EAST-WEST FENCE LINE, 32 FEET NORTH OF
 LH1039'CENTERLINE OF EAST-WEST ROAD, 134 FEET EAST OF CENTERLINE OF
 LH1039'T-ROAD NORTH.
 LH1039'
 LH1039'REFERENCE MARK NO. 2 IS IN A NORTH-SOUTH FENCE LINE, 31 FEET
 LH1039'EAST OF CENTERLINE OF A T-ROAD NORTH 143 FEET NORTH OF CENTERLINE
 LH1039'OF AN EAST-AND-WEST ROAD.
 LH1039'
 LH1039'AZIMUTH MARK IS 1.0 MILE EAST OF STATION IN WEST FENCE OF LAND
 LH1039'INTO BARNYARD OF REV. SCHABACKER, 100 FEET NORTH OF CENTERLINE
 LH1039'OF EAST-WEST ROAD.  ALL MARKS PROJECT ABOUT 6 INCHES.
 LH1039'
 LH1039'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LH1039
 LH1039                          STATION RECOVERY (1951)
 LH1039
 LH1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1039'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 LH1039'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LH1039'
 LH1039'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1039'
 LH1039'THE STATION IS LOCATED ABOUT 5.25 MILES NORTHWEST OF ARAPAHOE,
 LH1039'1.0 MILE WEST OF THE ST. MATTHEWS LUTHERAN CHURCH AND IN THE
 LH1039'SOUTHWEST CORNER OF A CULTIVATED FIELD WHICH IS AT A NORTHEAST
 LH1039'ANGLE FROM A T ROAD INTERSECTION.  IT IS 55.0 FEET NORTHEAST OF
 LH1039'THE CENTER OF A T ROAD INTERSECTION, 15.0 FEET NORTH-NORTHEAST
 LH1039'OF A FENCE CORNER AND 4.0 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 LH1039'IT PROJECTS 2 INCHES AND IS STAMPED ELKREEK 1934.
 LH1039'
 LH1039'REFERENCE MARK NO. 1 IS 38.0 FEET EAST OF A POWERLINE POLE,
 LH1039'32.0 FEET NORTH OF THE CENTER OF AN EAST-WEST GRADED ROAD AND
 LH1039'SET IN AN EAST-WEST FENCE LINE.  IT PROJECTS 6 INCHES AND IS
 LH1039'STAMPED ELKREEK NO 1 1934.
 LH1039'
 LH1039'REFERENCE MARK NO. 2 IS 30.0 FEET EAST OF THE CENTER OF A
 LH1039'NORTH-SOUTH GRADED ROAD AND 1.5 FEET EAST OF A NORTH-SOUTH
 LH1039'FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED ELKREEK NO 2
 LH1039'1934.
 LH1039'
 LH1039'THE DISTANCE BETWEEN REFERENCE MARKS IS 149.8 FEET.
 LH1039'
 LH1039'THE AZIMUTH MARK IS 0.1 MILE WEST OF THE ST. MATTHEWS LUTHERAN
 LH1039'CHURCH, 95.0 FEET NORTH OF THE CENTER OF AN EAST-WEST GRADED
 LH1039'ROAD, 73.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN, 66.0
 LH1039'FEET NORTH OF A POWERLINE POLE AND SET IN A NORTH-SOUTH FENCE
 LH1039'LINE AT THE WEST EDGE OF A FARM YARD.  IT IS A STANDARD REFERENCE
 LH1039'MARK DISK PROJECTING 12 INCHES AND IS STAMPED ELKREEK AZI 1934.
 LH1039'
 LH1039'TO REACH THE STATION FROM THE POST OFFICE IN ARAPAHOE, GO NORTH
 LH1039'ON STATE HIGHWAY 21 FOR 3.25 MILES TO A T ROAD LEADING WEST,
 LH1039'JUST BEFORE REACHING A STEEL BRIDGE.  TURN LEFT, WEST, ON GRADED
 LH1039'ROAD FOR 3.2 MILES TO THE ST. MATTHEWS LUTHERAN CHURCH ON THE
 LH1039'RIGHT, CONTINUE WEST FOR 0.1 MILE TO THE WEST EDGE OF A FARM
 LH1039'YARD AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 LH1039'WEST ON GRADED ROAD FOR 0.9 MILE TO A T ROAD LEADING NORTH AND
 LH1039'THE STATION ON THE RIGHT AS DESCRIBED.
 LH1039
 LH1039                          STATION RECOVERY (1962)
 LH1039
 LH1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 LH1039'THE STATION, AZIMUTH MARK, REFERENCE MARK NO. 1 AND REFERENCE
 LH1039'MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LH1039'
 LH1039'THE 1951 DESCRIPTION BY R.L.E. IS ADEQUATE WITH THE FOLLOWING
 LH1039'CHANGES IN THE TO REACH.
 LH1039'
 LH1039'TO REACH THE STATION FROM THE POST OFFICE IN ARAPAHOE, GO NORTH
 LH1039'ON U.S. HIGHWAY 283 FOR 3.1 MILES TO A DIRT ROAD ON THE LEFT.
 LH1039'TURN LEFT AND FOLLOW THE DIRT ROAD WEST AND SOUTH FOR 0.1 MILES
 LH1039'OVER A STEEL BRIDGE TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT
 LH1039'AND FOLLOW THE DIRT ROAD WEST FOR 3.1 MILES TO A CHURCH ON
 LH1039'THE RIGHT.  CONTINUE WEST FOR 0.1 MILES TO THE WEST EDGE OF A
 LH1039'FARM YARD AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LH1039'CONTINUE WEST ON THE DIRT ROAD FOR 0.9 MILES TO A T ROAD
 LH1039'INTERSECTION AND THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0257 ***********************************************************************
 LG0257  DESIGNATION -  ELLIS
 LG0257  PID         -  LG0257
 LG0257  STATE/COUNTY-  NE/GAGE
 LG0257  USGS QUAD   -  HARBINE (1970)
 LG0257
 LG0257                         *CURRENT SURVEY CONTROL
 LG0257  ___________________________________________________________________
 LG0257* NAD 83(1995)-  40 13 09.09335(N)    096 52 33.71211(W)     ADJUSTED  
 LG0257* NAVD 88     -       436.800  (meters)    1433.07   (feet)  ADJUSTED  
 LG0257  ___________________________________________________________________
 LG0257  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 LG0257  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 LG0257  DYNAMIC HT  -         436.561 (meters)    1432.28  (feet)  COMP
 LG0257  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 LG0257
 LG0257  HORZ ORDER  -  SECOND
 LG0257  VERT ORDER  -  SECOND    CLASS 0
 LG0257
 LG0257.The horizontal coordinates were established by classical geodetic methods
 LG0257.and adjusted by the National Geodetic Survey in August 1997..
 LG0257
 LG0257.The orthometric height was determined by differential leveling
 LG0257.and adjusted by the National Geodetic Survey in June 1991..
 LG0257
 LG0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0257
 LG0257.The geoid height was determined by GEOID03.
 LG0257
 LG0257.The dynamic height is computed by dividing the NAVD 88
 LG0257.geopotential number by the normal gravity value computed on the
 LG0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0257.degrees latitude (g = 980.6199 gals.).
 LG0257
 LG0257.The modeled gravity was interpolated from observed gravity values.
 LG0257
 LG0257;                    North         East     Units Scale Factor Converg.
 LG0257;SPC NE       -    47,646.606   765,830.529   MT  0.99990810   +2 04 12.9
 LG0257;UTM  14      - 4,454,249.468   680,727.275   MT  1.00000209   +1 22 18.6
 LG0257
 LG0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0257!SPC NE       -   0.99993573  x   0.99990810  =   0.99984383
 LG0257!UTM  14      -   0.99993573  x   1.00000209  =   0.99993782
 LG0257
 LG0257:                Primary Azimuth Mark                     Grid Az
 LG0257:SPC NE       -  ELLIS AZ MK                              086 00 34.4
 LG0257:UTM  14      -  ELLIS AZ MK                              086 42 28.7
 LG0257
 LG0257|---------------------------------------------------------------------|
 LG0257| PID    Reference Object                     Distance      Geod. Az  |
 LG0257|                                                           dddmmss.s |
 LG0257| CL6462 ELLIS AZ MK                                        0880447.3 |
 LG0257| LG0259 W 169                                28.094 METERS 08935     |
 LG0257| LG0260 X 365                                              0895626.9 |
 LG0257| LG0258 ELLIS RM 1                           22.695 METERS 09024     |
 LG0257| LG0256 ELLIS RM 2                           22.434 METERS 17713     |
 LG0257|---------------------------------------------------------------------|
 LG0257
 LG0257                          SUPERSEDED SURVEY CONTROL
 LG0257
 LG0257  NAD 83(1986)-  40 13 09.10047(N)    096 52 33.70983(W) AD(       ) 2
 LG0257  NAD 27      -  40 13 09.09700(N)    096 52 32.61900(W) AD(       ) 2
 LG0257  NGVD 29 (??/??/92)  436.661  (m)         1432.61   (f) ADJ UNCH    2 0
 LG0257
 LG0257.Superseded values are not recommended for survey control.
 LG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0257.See file dsdata.txt to determine how the superseded data were derived.
 LG0257
 LG0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8072754249(NAD 83)
 LG0257_MARKER: DS = TRIANGULATION STATION DISK
 LG0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0257_STAMPING: ELLIS 1947
 LG0257_MARK LOGO: CGS   
 LG0257_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0257+STABILITY: SURFACE MOTION
 LG0257
 LG0257  HISTORY     - Date     Condition        Report By
 LG0257  HISTORY     - 1947     MONUMENTED       CGS
 LG0257  HISTORY     - 1961     GOOD             CGS
 LG0257  HISTORY     - 1961     GOOD             NGS
 LG0257  HISTORY     - 1968     GOOD             CGS
 LG0257  HISTORY     - 19881004 GOOD             NGS
 LG0257
 LG0257                          STATION DESCRIPTION
 LG0257
 LG0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0257'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF THE VILLAGE
 LG0257'OF ELLIS, ON THE RIGHT-OF-WAY OF THE ROCK ISLAND RAILROAD
 LG0257'BETWEEN STATE HIGHWAY NO 3 AND RAILROAD TRACKS.  IT IS 180 FEET
 LG0257'NORTHEAST OF THE NORTHEAST CORNER OF THE RAILROAD STATION, 135
 LG0257'FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD, 60 FEET SOUTH OF THE
 LG0257'CENTER OF STATE ROUTE NO 3 AND 48 FEET NORTH OF THE NORTH RAIL
 LG0257'OF THE TRACKS.  IT IS STAMPED ELLIS 1947 AND PROJECTS 2 INCHES.
 LG0257'
 LG0257'REFERENCE MARK NO 1 IS EAST OF THE STATION, 48 FEET NORTH OF THE
 LG0257'NORTH RAIL OF THE TRACKS AND 60 FEET SOUTH OF THE CENTER OF STATE
 LG0257'ROUTE NO 3.  IT IS STAMPED ELLIS NO 1 1947 AND PROJECTS 2 INCHES.
 LG0257'
 LG0257'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, SET BETWEEN THE
 LG0257'TWO SETS OF TRACKS, 38 FEET NORTHEAST OF THE NORTHEAST CORNER
 LG0257'OF GRAIN ELEVATOR.  IT IS STAMPED ELLIS NO 2 1947 AND SET
 LG0257'FLUSH WITH THE GROUND SURFACE.
 LG0257'
 LG0257'THE AZIMUTH MARK IS ABOUT 0.45 MILE EAST OF THE STATION, 40 FEET
 LG0257'NORTH OF THE CENTER OF STATE ROUTE NO 3, 2 FEET WEST OF WHITE
 LG0257'WITNESS POST AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS
 LG0257'STAMPED ELLIS 1947 AND PROJECTS 6 INCHES.  TO REACH FROM THE
 LG0257'STATION, GO EAST ON STATE ROUTE NO 3 FOR 0.45 MILE TO THE MARK
 LG0257'ON THE LEFT AS DESCRIBED.
 LG0257'
 LG0257'TO REACH THE STATION FROM THE RAILROAD STATION IN ELLIS AS
 LG0257'DESCRIBED.
 LG0257'
 LG0257'A 74 FOOT SIGNAL AT STATION JANSEN EAST BASE IS VISIBLE AT
 LG0257'37 FEET.
 LG0257'
 LG0257'A 74 FOOT SIGNAL AT STATION PLYMOUTH IS VISIBLE FROM THE GROUND.
 LG0257'
 LG0257'A 74 FOOT SIGNAL AT STATION SICILY IS VISIBLE AT 37 FEET.
 LG0257'
 LG0257'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0257
 LG0257                          STATION RECOVERY (1961)
 LG0257
 LG0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0257'THIS STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN THE
 LG0257'1947 DESCRIPTION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 LG0257
 LG0257                          STATION RECOVERY (1961)
 LG0257
 LG0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LG0257'AT ELLIS.
 LG0257'108 FEET NORTH OF THE NORTH EAST CORNER OF A GRAIN ELEVATOR,
 LG0257'132 FEET EAST OF THE CENTER OF A GRAVEL STREET, 52 FEET SOUTH
 LG0257'OF THE CENTER OF STATE HIGHWAY 3, 46 FEET NORTH OF THE NORTH
 LG0257'RAIL OF THE MAIN TRACK, 72 FEET NORTH OF ELLIS REFERENCE MARK
 LG0257'NO. 2, 75 FEET WEST OF ELLIS REFERENCE MARK NO. 1, 3.5 FEET EAST
 LG0257'OF A METAL WITNESS POST WITH SIGN, 1 FOOT LOWER THAN THE RAILROAD,
 LG0257'LEVEL WITH THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST
 LG0257'THAT PROJECTS 1 INCH.
 LG0257
 LG0257                          STATION RECOVERY (1968)
 LG0257
 LG0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG0257'STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND BM 169 1947 WERE
 LG0257'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN
 LG0257'THE WAY OF ROAD CONSTRUCTION ALONG U.S. HIGHWAY NO. 136 AND HAD
 LG0257'TO BE MOVED.  THE OLD RAILROAD STATION HAS BEEN REMOVED AND THE
 LG0257'HIGHWAY NUMBER IS NOW U.S. 136.
 LG0257'
 LG0257'A NEW DESCRIPTION FOLLOWS-
 LG0257'
 LG0257'STATION IS LOCATED IN THE NORTHEAST EDGE OF THE VILLAGE OF ELLIS
 LG0257'AND ALONG THE RIGHT OF WAY OF THE ROCK ISLAND RAILROAD BETWEEN
 LG0257'U.S. HIGHWAY NO. 136 AND THE NORTH RAIL OF THE RAILROAD TRACKS.
 LG0257'IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LG0257'WHICH IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ELLIS
 LG0257'1947.  IT IS 109 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 LG0257'GRAIN ELEVATOR, 130 FEET EAST OF THE CENTERLINE OF GRAVELED
 LG0257'ROAD, 60 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO.
 LG0257'136, 48 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS AND 4
 LG0257'FEET EAST-SOUTHEAST OF A STEEL WITNESS POST.
 LG0257'
 LG0257'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELLIS NO 1 1947
 LG0257'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.
 LG0257'IT IS 47.5 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS AND 60
 LG0257'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 136.
 LG0257'
 LG0257'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 LG0257'SQUARE CONCRETE POST AND STAMPED ELLIS NO 2 1947 IS 131 FEET
 LG0257'EAST OF A GRAVELED ROAD, 35 FEET NORTH-NORTHEAST OF THE NORTHEAST
 LG0257'CORNER OF THE GRAIN ELEVATOR AND 20.5 FEET SOUTH OF THE SOUTH RAIL
 LG0257'OF THE MAIN TRACKS.  THE MARK IS FLUSH WITH THE GROUND.
 LG0257'
 LG0257'BENCH MARK W 169 1934, A STANDARD DISK SET IN THE TOP OF A ROUND
 LG0257'CONCRETE POST AND STAMPED W 169 1934 IS 48.5 FEET NORTH OF THE
 LG0257'NORTH RAIL OF RAILROAD TRACKS, 59 FEET SOUTH OF THE CENTERLINE OF
 LG0257'U.S. HIGHWAY NO. 136 AND 2.5 FEET WEST-SOUTHWEST OF A STEEL
 LG0257'WITNESS POST.  THE MARK PROJECTS 6 INCHES.
 LG0257'
 LG0257'BENCH MARK X 365 1961, A STANDARD DISK SET IN THE TOP OF A
 LG0257'SQUARE CONCRETE POST AND STAMPED X 365 1961 IS 0.05 MILE EAST OF
 LG0257'CROSSROADS, 72 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO.
 LG0257'136, 35.5 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS AND 3
 LG0257'FEET WEST OF WITNESS POST.
 LG0257'
 LG0257'TO REACH BM X 365 1961 FROM STATION, GO EAST 0.9 MILE.
 LG0257'
 LG0257'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT THE
 LG0257'NORTHEAST EDGE OF ELLIS.
 LG0257
 LG0257                          STATION RECOVERY (1988)
 LG0257
 LG0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0257'IT IS AT ELLIS, ADJACENT TO A PRIVATELY OWNED GRAIN ELEVATOR, 15.8 M
 LG0257'(51.8 FT) SOUTH FROM THE CENTERLINE OF U.S.  HIGHWAY 136, 40 M (131.2
 LG0257'FT) EAST FROM A GRADED STREET, 28.04 M (91.99 FT) WEST FROM BENCH MARK
 LG0257'W 169, 1.07 M (3.51 FT) EAST FROM A WITNESS POST AND PROJECTS 2 CM
 LG0257'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0258 ***********************************************************************
 LG0258  DESIGNATION -  ELLIS RM 1
 LG0258  PID         -  LG0258
 LG0258  STATE/COUNTY-  NE/GAGE
 LG0258  USGS QUAD   -  HARBINE (1970)
 LG0258
 LG0258                         *CURRENT SURVEY CONTROL
 LG0258  ___________________________________________________________________
 LG0258* NAD 83(1986)-  40 13 09.     (N)    096 52 33.     (W)     SCALED    
 LG0258* NAVD 88     -       437.059  (meters)    1433.92   (feet)  ADJUSTED  
 LG0258  ___________________________________________________________________
 LG0258  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 LG0258  DYNAMIC HT  -         436.819 (meters)    1433.13  (feet)  COMP
 LG0258  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 LG0258
 LG0258  VERT ORDER  -  SECOND    CLASS 0
 LG0258
 LG0258.The horizontal coordinates were scaled from a topographic map and have
 LG0258.an estimated accuracy of +/- 6 seconds.
 LG0258
 LG0258.The orthometric height was determined by differential leveling
 LG0258.and adjusted by the National Geodetic Survey in June 1991..
 LG0258
 LG0258.The geoid height was determined by GEOID03.
 LG0258
 LG0258.The dynamic height is computed by dividing the NAVD 88
 LG0258.geopotential number by the normal gravity value computed on the
 LG0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0258.degrees latitude (g = 980.6199 gals.).
 LG0258
 LG0258.The modeled gravity was interpolated from observed gravity values.
 LG0258
 LG0258;                    North         East    Units  Estimated Accuracy
 LG0258;SPC NE       -    47,640.      765,850.      MT  (+/- 180 meters Scaled)
 LG0258
 LG0258                          SUPERSEDED SURVEY CONTROL
 LG0258
 LG0258  NGVD 29 (??/??/92)  436.919  (m)         1433.46   (f) ADJ UNCH    2 0
 LG0258
 LG0258.Superseded values are not recommended for survey control.
 LG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0258.See file dsdata.txt to determine how the superseded data were derived.
 LG0258
 LG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK807542(NAD 83)
 LG0258_MARKER: DR = REFERENCE MARK DISK
 LG0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0258_STAMPING: ELLIS NO 1 1947
 LG0258_MARK LOGO: CGS   
 LG0258_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0258+STABILITY: SURFACE MOTION
 LG0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0258+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1988
 LG0258
 LG0258  HISTORY     - Date     Condition        Report By
 LG0258  HISTORY     - 1947     MONUMENTED       CGS
 LG0258  HISTORY     - 1961     GOOD             NGS
 LG0258  HISTORY     - 19881004 POOR             NGS
 LG0258
 LG0258                          STATION DESCRIPTION
 LG0258
 LG0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0258'AT ELLIS.
 LG0258'138 FEET NORTH EAST OF THE NORTH EAST CORNER OF A GRAIN ELEVATOR,
 LG0258'102 FEET NORTH EAST OF REFERENCE MARK NO. 2, 75 FEET EAST OF
 LG0258'THE STATION ELLIS, 52 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 LG0258'TRACK, 52 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 3, 18
 LG0258'FEET WEST OF COAST AND GEODETIC SURVEY BENCH MARK W 169, 1 FOOT
 LG0258'LOWER THAN THE RAILROAD, LEVEL WITH THE HIGHWAY, SET IN TOP OF
 LG0258'A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 LG0258
 LG0258                          STATION RECOVERY (1988)
 LG0258
 LG0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0258'THE MARK WAS RECOVERED BUT IT IS TILTED TO THE EAST AND IS LOOSE IN
 LG0258'THE GROUND.  IT IS OF NO VALUE SINCE THE ELEVATION AND HORIZONTAL
 LG0258'POSITION ARE NO LONGER VALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0256 ***********************************************************************
 LG0256  DESIGNATION -  ELLIS RM 2
 LG0256  PID         -  LG0256
 LG0256  STATE/COUNTY-  NE/GAGE
 LG0256  USGS QUAD   -  HARBINE (1970)
 LG0256
 LG0256                         *CURRENT SURVEY CONTROL
 LG0256  ___________________________________________________________________
 LG0256* NAD 83(1986)-  40 13 07.     (N)    096 52 33.     (W)     SCALED    
 LG0256* NAVD 88     -       437.148  (meters)    1434.21   (feet)  ADJUSTED  
 LG0256  ___________________________________________________________________
 LG0256  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 LG0256  DYNAMIC HT  -         436.909 (meters)    1433.43  (feet)  COMP
 LG0256  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 LG0256
 LG0256  VERT ORDER  -  SECOND    CLASS 0
 LG0256
 LG0256.The horizontal coordinates were scaled from a topographic map and have
 LG0256.an estimated accuracy of +/- 6 seconds.
 LG0256
 LG0256.The orthometric height was determined by differential leveling
 LG0256.and adjusted by the National Geodetic Survey in June 1991..
 LG0256
 LG0256.The geoid height was determined by GEOID03.
 LG0256
 LG0256.The dynamic height is computed by dividing the NAVD 88
 LG0256.geopotential number by the normal gravity value computed on the
 LG0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0256.degrees latitude (g = 980.6199 gals.).
 LG0256
 LG0256.The modeled gravity was interpolated from observed gravity values.
 LG0256
 LG0256;                    North         East    Units  Estimated Accuracy
 LG0256;SPC NE       -    47,580.      765,850.      MT  (+/- 180 meters Scaled)
 LG0256
 LG0256                          SUPERSEDED SURVEY CONTROL
 LG0256
 LG0256  NGVD 29 (??/??/92)  437.009  (m)         1433.75   (f) ADJ UNCH    2 0
 LG0256
 LG0256.Superseded values are not recommended for survey control.
 LG0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0256.See file dsdata.txt to determine how the superseded data were derived.
 LG0256
 LG0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK807541(NAD 83)
 LG0256_MARKER: DR = REFERENCE MARK DISK
 LG0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0256_STAMPING: ELLIS NO 2 1947
 LG0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0256+STABILITY: SURFACE MOTION
 LG0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0256+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1988
 LG0256
 LG0256  HISTORY     - Date     Condition        Report By
 LG0256  HISTORY     - 1947     MONUMENTED       CGS
 LG0256  HISTORY     - 1961     GOOD             NGS
 LG0256  HISTORY     - 19881004 MARK NOT FOUND   NGS
 LG0256
 LG0256                          STATION DESCRIPTION
 LG0256
 LG0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0256'AT ELLIS.
 LG0256'138 FEET EAST OF THE CENTER OF A GRAVEL STREET, 102 FEET SOUTH
 LG0256'WEST OF ELLIS REFERENCE MARK NO. 1, 72 FEET SOUTH OF STATION
 LG0256'ELLIS, 36 FEET NORTH EAST OF NORTH EAST CORNER OF A GRAIN
 LG0256'ELEVATOR, 24 FEET NORTH OF THE NORTH RAIL OF A SWITCH TRACK,
 LG0256'24 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 1 FOOT LOWER
 LG0256'THAN THE RAILROAD, SET IN THE TOP OF A SQUARE CONCRETE POST
 LG0256'WHICH IS FLUSH WITH THE GROUND.
 LG0256
 LG0256                          STATION RECOVERY (1988)
 LG0256
 LG0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0627 ***********************************************************************
 NP0627  DESIGNATION -  ELLS
 NP0627  PID         -  NP0627
 NP0627  STATE/COUNTY-  NE/SHERIDAN
 NP0627  USGS QUAD   -  ELLSWORTH (1989)
 NP0627
 NP0627                         *CURRENT SURVEY CONTROL
 NP0627  ___________________________________________________________________
 NP0627* NAD 83(1995)-  42 03 10.13113(N)    102 17 02.16557(W)     ADJUSTED  
 NP0627* NAVD 88     -      1226.     (meters)    4022.     (feet)  SCALED    
 NP0627  ___________________________________________________________________
 NP0627  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 NP0627  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 NP0627
 NP0627  HORZ ORDER  -  SECOND
 NP0627
 NP0627.The horizontal coordinates were established by classical geodetic methods
 NP0627.and adjusted by the National Geodetic Survey in August 1997..
 NP0627
 NP0627.The orthometric height was scaled from a topographic map.
 NP0627
 NP0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0627
 NP0627.The geoid height was determined by GEOID03.
 NP0627
 NP0627;                    North         East     Units Scale Factor Converg.
 NP0627;SPC NE       -   248,918.897   311,008.735   MT  0.99970410   -1 30 48.8
 NP0627;UTM  13      - 4,659,209.882   724,760.746   MT  1.00022165   +1 49 12.1
 NP0627
 NP0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0627!SPC NE       -   0.99981080  x   0.99970410  =   0.99951495
 NP0627!UTM  13      -   0.99981080  x   1.00022165  =   1.00003240
 NP0627
 NP0627:                Primary Azimuth Mark                     Grid Az
 NP0627:SPC NE       -  ELLS AZ MK                               020 06 55.1
 NP0627:UTM  13      -  ELLS AZ MK                               016 46 54.2
 NP0627
 NP0627|---------------------------------------------------------------------|
 NP0627| PID    Reference Object                     Distance      Geod. Az  |
 NP0627|                                                           dddmmss.s |
 NP0627| CP9275 ELLS AZ MK                                         0183606.3 |
 NP0627| CP9276 ELLS RM 1                            10.604 METERS 02403     |
 NP0627| CP9277 ELLS RM 2                            10.623 METERS 30024     |
 NP0627|---------------------------------------------------------------------|
 NP0627
 NP0627                          SUPERSEDED SURVEY CONTROL
 NP0627
 NP0627  NAD 83(1995)-  42 03 10.12865(N)    102 17 02.16730(W) AD(       ) 2
 NP0627  NAD 83(1986)-  42 03 10.12868(N)    102 17 02.16679(W) AD(       ) 2
 NP0627  NAD 27      -  42 03 10.19900(N)    102 17 00.48400(W) AD(       ) 2
 NP0627
 NP0627.Superseded values are not recommended for survey control.
 NP0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0627.See file dsdata.txt to determine how the superseded data were derived.
 NP0627
 NP0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2476159210(NAD 83)
 NP0627_MARKER: DS = TRIANGULATION STATION DISK
 NP0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0627
 NP0627  HISTORY     - Date     Condition        Report By
 NP0627  HISTORY     - 1946     MONUMENTED       CGS
 NP0627  HISTORY     - 1956     GOOD             CGS
 NP0627
 NP0627                          STATION DESCRIPTION
 NP0627
 NP0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0627'STATION IS LOCATED ABOUT 0.4 MILE SSW OF THE DEPOT IN ELLSWORTH,
 NP0627'NEBRASKA.  ON THE SUMMIT OF A SMALL LOW SAND KNOLL.  THE
 NP0627'MARK, STAMPED ELLS 1946 IS A STANDARD DISK SET IN THE TOP
 NP0627'OF A 12 X 12-INCH CONCRETE POST THAT PROJECTS ABOUT 6 INCHES.
 NP0627'IT IS ON THE HIGHEST POINT OF THE KNOLL AND ABOUT 75 YARDS
 NP0627'WEST OF A WIRE FENCE.
 NP0627'
 NP0627'REFERENCE MARK NO. 1, STAMPED ELLS NO 1 1946 IS A STANDARD
 NP0627'DISK SET IN THE TOP OF A 12 X 12-INCH CONCRETE POST THAT
 NP0627'PROJECTS ABOUT 4 INCHES AND IS 3 FEET LOWER THAT THE STATION,
 NP0627'AND NEAR THE EDGE OF A STEEP SLOPE TO THE NORTH.
 NP0627'
 NP0627'REFERENCE MARK NO. 2, STAMPED ELLS NO 2 1946 IS A STANDARD
 NP0627'DISK SET IN THE TOP OF A 12 X 12-INCH CONCRETE POST THAT
 NP0627'PROJECTS ABOUT 4 INCHES AND IS 7 FEET LOWER THAN STATION,
 NP0627'AND ON THE WEST SLOPE OF THE KNOLL THE STATION IS ON.
 NP0627'
 NP0627'THE AZIMUTH MARK, STAMPED ELLS 1946 IS A STANDARD DISK SET
 NP0627'IN THE TOP OF A 12 X 12-INCH CONCRETE POST THAT PROJECTS ABOUT
 NP0627'6 INCHES.  IT IS 15 FEET EAST OF THE CENTERLINE OF A
 NP0627'TRACK ROAD, 42 FEET SOUTH OF THE CENTERLINE OF ST. HIGHWAY
 NP0627'NO. 2 AND 25 FEET EAST OF A FILLING STATION.
 NP0627'
 NP0627'TO REACH THE STATION FROM DEPOT IN ELLSWORTH, *GO SOUTH ACROSS
 NP0627'ST. HIGHWAY NO. 2 ON A TRACK ROAD FOR 0.2 MILE.  AT THIS POINT
 NP0627'TURN RIGHT, WEST, LEAVING TRACK ROAD AND DRIVE WESTERLY FOR
 NP0627'0.15 MILE TO A WIRE GATE.  PASS THROUGH GATE AND DRIVE LEFT,
 NP0627'SOUTH, KEEPING ABOUT 50 YARDS WEST OF THE FENCE AND GO 0.15
 NP0627'MILE TO BASE OF KNOLL STATION IS ON.  (ABOUT 75 YARD PACK).
 NP0627'
 NP0627'* AZIMUTH MARK IS AT INTERSECTION OF STATE HIGHWAY AND TRACK
 NP0627'ROAD IN SOUTHEAST ANGLE OF INTERSECTION.
 NP0627
 NP0627                          STATION RECOVERY (1956)
 NP0627
 NP0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 NP0627'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NP0627'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ON STATE HIGHWAY
 NP0627'2 WILL DESTROY THE AZIMUTH MARK.  IT WAS MOVED ON LINE TOWARD
 NP0627'THE STATION AT THE REQUEST OF THE NEBRASKA STATE HIGHWAY
 NP0627'DEPARTMENT.  A BRIEF DESCRIPTION OF THE AZIMUTH MARK (RESET) AND A
 NP0627'NEW TO REACH FOLLOWS.
 NP0627'
 NP0627'AZIMUTH MARK (RESET) IS 0.4 MILE NORTH OF THE STATION, AT THE
 NP0627'JUNCTION OF STATE HIGHWAY 2 AND A HARD-SURFACED ROAD LEADING
 NP0627'NORTH TO THE SMALL TOWN OF ELLSWORTH, 67 FEET SOUTH OF THE
 NP0627'CENTER OF STATE HIGHWAY 2, 49 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 NP0627'FENCE, AND 2 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 NP0627'4 INCHES AND THE DISK IS STAMPED ELLS 1946 RESET 1956.
 NP0627'
 NP0627'TO REACH THE STATION FROM THE DEPOT IN ELLSWORTH, GO EAST ON
 NP0627'STATE HIGHWAY 2 FOR 0.2 MILE TO A TRACK ROAD RIGHT.  TURN
 NP0627'RIGHT OFF THE HIGHWAY AND FOLLOW TRACK ROAD SOUTH-SOUTHWEST FOR
 NP0627'0.4 MILE TO A FENCE.  TURN RIGHT AND GO ALONG THE NORTHSIDE
 NP0627'OF FENCE FOR 0.2 MILE IN A WESTERLY DIRECTION TO A NORTH-SOUTH
 NP0627'FENCE AND THE STATION ABOUT 75 YARDS WEST ON TOP OF A SAND
 NP0627'KNOLL.  THIS LAST 75 YARDS IS A PACK.
 NP0627'
 NP0627'OBS AT AZ MK RESET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0068 ***********************************************************************
 LG0068  DESIGNATION -  ELM
 LG0068  PID         -  LG0068
 LG0068  STATE/COUNTY-  NE/CASS
 LG0068  USGS QUAD   -  WEEPING WATER (1966)
 LG0068
 LG0068                         *CURRENT SURVEY CONTROL
 LG0068  ___________________________________________________________________
 LG0068* NAD 83(1995)-  40 48 56.74844(N)    096 12 26.25710(W)     ADJUSTED  
 LG0068* NAVD 88     -       398.954  (meters)    1308.90   (feet)  ADJUSTED  
 LG0068  ___________________________________________________________________
 LG0068  LAPLACE CORR-          -8.74  (seconds)                    DEFLEC99
 LG0068  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 LG0068  DYNAMIC HT  -         398.784 (meters)    1308.34  (feet)  COMP
 LG0068  MODELED GRAV-     980,184.8   (mgal)                       NAVD 88
 LG0068
 LG0068  HORZ ORDER  -  SECOND
 LG0068  VERT ORDER  -  SECOND    CLASS 0
 LG0068
 LG0068.The horizontal coordinates were established by classical geodetic methods
 LG0068.and adjusted by the National Geodetic Survey in August 1997..
 LG0068
 LG0068.The orthometric height was determined by differential leveling
 LG0068.and adjusted by the National Geodetic Survey in June 1991..
 LG0068
 LG0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0068
 LG0068.The geoid height was determined by GEOID03.
 LG0068
 LG0068.The dynamic height is computed by dividing the NAVD 88
 LG0068.geopotential number by the normal gravity value computed on the
 LG0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0068.degrees latitude (g = 980.6199 gals.).
 LG0068
 LG0068.The modeled gravity was interpolated from observed gravity values.
 LG0068
 LG0068;                    North         East     Units Scale Factor Converg.
 LG0068;SPC NE       -   116,092.401   819,798.137   MT  0.99973058   +2 30 48.3
 LG0068;UTM  14      - 4,522,059.000   735,537.415   MT  1.00028289   +1 49 34.4
 LG0068
 LG0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0068!SPC NE       -   0.99994161  x   0.99973058  =   0.99967220
 LG0068!UTM  14      -   0.99994161  x   1.00028289  =   1.00022448
 LG0068
 LG0068|---------------------------------------------------------------------|
 LG0068| PID    Reference Object                     Distance      Geod. Az  |
 LG0068|                                                           dddmmss.s |
 LG0068| LG0069 ELM RM 2                             30.480 METERS 17907     |
 LG0068| LG0988 PLEASANT                            APPROX. 6.2 KM 2210659.1 |
 LG0068| CL6464 ELM AZ MK                                          2351947.3 |
 LG0068| LG0983 MURDOCK MUNICIPAL TANK              APPROX.13.6 KM 3333709.2 |
 LG0068| LG0067 ELM RM 1                             20.073 METERS 35901     |
 LG0068|---------------------------------------------------------------------|
 LG0068
 LG0068                          SUPERSEDED SURVEY CONTROL
 LG0068
 LG0068  NAD 83(1986)-  40 48 56.75877(N)    096 12 26.25592(W) AD(       ) 2
 LG0068  NGVD 29 (??/??/92)  398.859  (m)         1308.59   (f) ADJ UNCH    2 0
 LG0068
 LG0068.Superseded values are not recommended for survey control.
 LG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0068.See file dsdata.txt to determine how the superseded data were derived.
 LG0068
 LG0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3553722059(NAD 83)
 LG0068_MARKER: DS = TRIANGULATION STATION DISK
 LG0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0068_STAMPING: ELM 1961
 LG0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0068+STABILITY: SURFACE MOTION
 LG0068
 LG0068  HISTORY     - Date     Condition        Report By
 LG0068  HISTORY     - 1961     MONUMENTED       CGS
 LG0068
 LG0068                          STATION DESCRIPTION
 LG0068
 LG0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0068'11.8 MI E FROM EAGLE.
 LG0068'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0068'EAGLE, THENCE 11.4 MILES EAST ALONG U.S. HIGHWAY 34, THENCE 0.25
 LG0068'MILE NORTH ALONG THE MISSILE ROAD, THROUGH THE GUARD GATE TO
 LG0068'THE SOUTHWEST CORNER OF THE SITE, 100.1 FEET NORTH OF R.M. 2,
 LG0068'65.9 FEET SOUTH OF R.M. 1, 3.6 FEET EAST OF THE FENCE, 2.1
 LG0068'FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 LG0068'SQUARE CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1126 ***********************************************************************
 ML1126  DESIGNATION -  ELM
 ML1126  PID         -  ML1126
 ML1126  STATE/COUNTY-  NE/VALLEY
 ML1126  USGS QUAD   -  ORD NE (1985)
 ML1126
 ML1126                         *CURRENT SURVEY CONTROL
 ML1126  ___________________________________________________________________
 ML1126* NAD 83(1995)-  41 44 00.85932(N)    098 51 28.36828(W)     ADJUSTED  
 ML1126* NAVD 88     -       739.1    (meters)    2425.     (feet)  VERTCON   
 ML1126  ___________________________________________________________________
 ML1126  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 ML1126  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ML1126
 ML1126  HORZ ORDER  -  FIRST
 ML1126
 ML1126.The horizontal coordinates were established by classical geodetic methods
 ML1126.and adjusted by the National Geodetic Survey in August 1997..
 ML1126
 ML1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1126
 ML1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1126
 ML1126.The geoid height was determined by GEOID03.
 ML1126
 ML1126;                    North         East     Units Scale Factor Converg.
 ML1126;SPC NE       -   211,602.526   594,984.741   MT  0.99966647   +0 45 24.8
 ML1126;UTM  14      - 4,620,205.479   511,819.005   MT  0.99960172   +0 05 40.6
 ML1126
 ML1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1126!SPC NE       -   0.99988786  x   0.99966647  =   0.99955436
 ML1126!UTM  14      -   0.99988786  x   0.99960172  =   0.99948962
 ML1126
 ML1126|---------------------------------------------------------------------|
 ML1126| PID    Reference Object                     Distance      Geod. Az  |
 ML1126|                                                           dddmmss.s |
 ML1126| CN9237 ELM RM 1                              9.198 METERS 00601     |
 ML1126| CN9236 ELM AZ MK                                          0911450.2 |
 ML1126| ML1127 ORD REGION 26 RADIO MAST            APPROX. 2.3 KM 2030000.5 |
 ML1126| CN9238 ELM RM 2                             11.280 METERS 27536     |
 ML1126|---------------------------------------------------------------------|
 ML1126
 ML1126                          SUPERSEDED SURVEY CONTROL
 ML1126
 ML1126  NAD 83(1986)-  41 44 00.86490(N)    098 51 28.37473(W) AD(       ) 1
 ML1126  NAD 27      -  41 44 00.83600(N)    098 51 27.06500(W) AD(       ) 1
 ML1126  NGVD 29 (07/19/86)  738.8    (m)         2424.     (f) VERT ANG       
 ML1126
 ML1126.Superseded values are not recommended for survey control.
 ML1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1126.See file dsdata.txt to determine how the superseded data were derived.
 ML1126
 ML1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM1181920205(NAD 83)
 ML1126_MARKER: V = STONE MONUMENT
 ML1126_SETTING: 0 = UNSPECIFIED SETTING
 ML1126
 ML1126  HISTORY     - Date     Condition        Report By
 ML1126  HISTORY     - 1899     MONUMENTED       CGS
 ML1126  HISTORY     - 1935     GOOD             CGS
 ML1126  HISTORY     - 1972     GOOD             NGS
 ML1126
 ML1126                          STATION DESCRIPTION
 ML1126
 ML1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1126'THIS STATION IS ON THE SUMMIT OF THE HIGHEST HILL IN THE
 ML1126'SECTION, AND IS ABOUT 16 FEET WEST AND 60 FEET SOUTH OF THE
 ML1126'CENTER OF SEC. 6, T. 13 N., R. 20 W., ON LAND OWNED BY MR.
 ML1126'CLINTON UPHAM, WHO LIVES IN A SOD HOUSE ABOUT 200 YARDS TO THE
 ML1126'EASTWARD AT THE FOOT OF THE HILL.  THE COUNTRY IN THE VICINITY
 ML1126'IS VERY ROUGH AND BROKEN BUT THERE IS A GOOD TRAIL FROM UPHAMS
 ML1126'HOUSE TO THE ORD ROAD.  THE DISTANCE TO ORD IS ABOUT 12 MILES.
 ML1126'THE AZIMUTHS AND DISTANCES TO CERTAIN POINTS ARE--TO THE
 ML1126'CHURCH SPIRE AT ORD, 22 DEG 57 MIN 47 SEC.  TO A WINDMILL AT
 ML1126'BARTLETT, 236 DEG 50 MIN 37 SEC.  TO MR. UPHAMS WINDMILL, 265
 ML1126'DEG 33 MIN 08 SEC, ABOUT 200 YARDS.  SURFACE MARK IS A MARBLE
 ML1126'POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED
 ML1126'WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO V-SHAPED
 ML1126'GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN
 ML1126'ITS TOP.  UNDERGROUND MARK IS AN EARTHENWARE CROCK, BURIED ABOUT
 ML1126'3 FEET BELOW THE SURFACE, WITH BOTTOM UPWARD AND WITH A
 ML1126'SMALL DRILL HOLE IN THE BOTTOM.
 ML1126
 ML1126                          STATION RECOVERY (1935)
 ML1126
 ML1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1126'STATION RECOVERED APRIL 15, 1935, AND FOUND IN GOOD CONDITION.
 ML1126'THE MARK IS IN PASTURE LAND ON TOP OF HIGH HILL NEAR THE CENTER
 ML1126'OF SEC. 6, T. 20 N., R. 13 W. (TOWNSHIP AND RANGE NUMBERS
 ML1126'WERE REVERSED IN ORIGINAL DESCRIPTION) ON LAND OWNED AND
 ML1126'OCCUPIED BY JOE KALENCKY, WHO LIVES AT THE FOOT OF THE HILL
 ML1126'ABOUT 200 YARDS EAST OF THE STATION.  THE MARK IS ABOUT 1
 ML1126'MILE SOUTH AND 1/2 MILE WEST OF JOINT SCHOOL DISTRICT 61 IN
 ML1126'GARFIELD COUNTY.
 ML1126
 ML1126                          STATION RECOVERY (1972)
 ML1126
 ML1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1126'THE STATION MARK WAS FOUND AND RECOVERED IN GOOD CONDITION.
 ML1126'REFERENCE MARKS 1 AND 2 WERE SET AT THIS TIME.  A U.S. COAST
 ML1126'AND GEODETIC AND STATE SURVEY MARK WAS USED AS A AZIMUTH MARK.
 ML1126'A NEW DESCRIPTION FOLLOWS.
 ML1126'
 ML1126'THE STATION IS LOCATED ABOUT 14 MILES EAST OF BURWELL, 10 MILES
 ML1126'NORTH-NORTHEAST OF ORD, 8.5 MILES NORTHEAST OF ELYRIA AND ON
 ML1126'PROPERTY OWNED BY MR. GEORGE ZABLOUDIL WHO LIVES ABOUT 0.8 MILE
 ML1126'NORTHEAST OF THE STATION.
 ML1126'
 ML1126'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 ML1126'AND 70 IN ORD GO NORTHERLY ON STATE HIGHWAY 70 FOR 8.2 MILES
 ML1126'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON BLADED
 ML1126'ROAD FOR 3.5 MILES TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT
 ML1126'ON DIM TRACK ROAD AND GO WEST FOR 0.05 MILE TO A GATE AND
 ML1126'AZIMUTH MARK ON THE RIGHT.  PASS THROUGH GATE AND CONTINUE
 ML1126'WEST ON DIM TRACK ROAD FOR 0.3 MILE TO A GATE.  PASS THROUGH
 ML1126'GATE AND CONTINUE WESTERLY UPHILL FOR 0.25 MILE TO TOP OF HILL
 ML1126'AND STATION.
 ML1126'
 ML1126'THE STATION MARK IS A 8-INCH SQUARE GRANITE POST WITH U S C S
 ML1126'AND A LARGE CROSS IN TOP OF THE MONUMENT.  IT IS 3 FEET NORTHWEST
 ML1126'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 ML1126'
 ML1126'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ELM NO 1 1899
 ML1126'1972, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 ML1126'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 32.8 FEET NORTH OF
 ML1126'THE METAL WITNESS POST WITH SIGN ATTACHED.
 ML1126'
 ML1126'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ELM NO 2 1899
 ML1126'1972, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 ML1126'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 39 FEET
 ML1126'WEST-NORTHWEST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 ML1126'
 ML1126'THE MARK IS A U.S. COAST AND GEODETIC AND STATE SURVEY DISK
 ML1126'WITH NO STAMPING, SET IN THE TOP OF A 5-INCH SQUARE CONCRETE
 ML1126'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 25.5
 ML1126'FEET NORTH THE GATE, 3 FEET NORTH-NORTHEAST OF A METAL
 ML1126'WITNESS POST WITH SIGN ATTACHED, 3 FEET SOUTH OF A 18-INCH
 ML1126'TREE AND 1.5 FEET EAST OF A FENCE.
 ML1126'
 ML1126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES
 ML1126'NORTHEAST OF ELYRIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0066 ***********************************************************************
 LG0066  DESIGNATION -  ELM AZ MK
 LG0066  PID         -  LG0066
 LG0066  STATE/COUNTY-  NE/CASS
 LG0066  USGS QUAD   -  WEEPING WATER (1966)
 LG0066
 LG0066                         *CURRENT SURVEY CONTROL
 LG0066  ___________________________________________________________________
 LG0066* NAD 83(1986)-  40 48 45.     (N)    096 13 00.     (W)     SCALED    
 LG0066* NAVD 88     -       391.699  (meters)    1285.10   (feet)  ADJUSTED  
 LG0066  ___________________________________________________________________
 LG0066  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 LG0066  DYNAMIC HT  -         391.532 (meters)    1284.55  (feet)  COMP
 LG0066  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 LG0066
 LG0066  VERT ORDER  -  SECOND    CLASS 0
 LG0066
 LG0066.The horizontal coordinates were scaled from a topographic map and have
 LG0066.an estimated accuracy of +/- 6 seconds.
 LG0066
 LG0066.The orthometric height was determined by differential leveling
 LG0066.and adjusted by the National Geodetic Survey in June 1991..
 LG0066
 LG0066.The geoid height was determined by GEOID03.
 LG0066
 LG0066.The dynamic height is computed by dividing the NAVD 88
 LG0066.geopotential number by the normal gravity value computed on the
 LG0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0066.degrees latitude (g = 980.6199 gals.).
 LG0066
 LG0066.The modeled gravity was interpolated from observed gravity values.
 LG0066
 LG0066;                    North         East    Units  Estimated Accuracy
 LG0066;SPC NE       -   115,700.      819,020.      MT  (+/- 180 meters Scaled)
 LG0066
 LG0066                          SUPERSEDED SURVEY CONTROL
 LG0066
 LG0066  NGVD 29 (??/??/92)  391.604  (m)         1284.79   (f) ADJ UNCH    2 0
 LG0066
 LG0066.Superseded values are not recommended for survey control.
 LG0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0066.See file dsdata.txt to determine how the superseded data were derived.
 LG0066
 LG0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL347216(NAD 83)
 LG0066_MARKER: DZ = AZIMUTH MARK DISK
 LG0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0066_STAMPING: ELM 1961
 LG0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0066+STABILITY: SURFACE MOTION
 LG0066
 LG0066  HISTORY     - Date     Condition        Report By
 LG0066  HISTORY     - 1961     MONUMENTED       CGS
 LG0066
 LG0066                          STATION DESCRIPTION
 LG0066
 LG0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0066'11.2 MI E FROM EAGLE.
 LG0066'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT EAGLE,
 LG0066'THENCE 11.1 MILES EAST ALONG U.S. HIGHWAY 34, ABOUT 225 FEET
 LG0066'NORTHEAST OF A FARM DRIVEWAY, 59.0 FEET SOUTH OF CENTER LINE
 LG0066'OF HIGHWAY, 2.6 FEET LOWER THAN THE HIGHWAY, 0.7 FOOT NORTH OF A
 LG0066'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN
 LG0066'TOP OF A SQUARE CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1323 ***********************************************************************
 LH1323  DESIGNATION -  ELM CREEK MUNICIPAL TANK
 LH1323  PID         -  LH1323
 LH1323  STATE/COUNTY-  NE/BUFFALO
 LH1323  USGS QUAD   -  ELM CREEK EAST (1983)
 LH1323
 LH1323                         *CURRENT SURVEY CONTROL
 LH1323  ___________________________________________________________________
 LH1323* NAD 83(1995)-  40 43 20.83326(N)    099 22 22.50055(W)     ADJUSTED  
 LH1323* NAVD 88     -                                                        
 LH1323  ___________________________________________________________________
 LH1323  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 LH1323  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 LH1323
 LH1323  HORZ ORDER  -  THIRD
 LH1323
 LH1323.The horizontal coordinates were established by classical geodetic methods
 LH1323.and adjusted by the National Geodetic Survey in August 1997..
 LH1323
 LH1323
 LH1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1323
 LH1323.The geoid height was determined by GEOID03.
 LH1323
 LH1323;                    North         East     Units Scale Factor Converg.
 LH1323;SPC NE       -    98,909.698   552,966.814   MT  0.99975132   +0 24 56.0
 LH1323;UTM  14      - 4,508,014.397   468,505.900   MT  0.99961221   -0 14 35.8
 LH1323
 LH1323                          SUPERSEDED SURVEY CONTROL
 LH1323
 LH1323  NAD 83(1986)-  40 43 20.83960(N)    099 22 22.50284(W) AD(       ) 4
 LH1323  NAD 27      -  40 43 20.80700(N)    099 22 21.14100(W) AD(       ) 3
 LH1323
 LH1323.Superseded values are not recommended for survey control.
 LH1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1323.See file dsdata.txt to determine how the superseded data were derived.
 LH1323
 LH1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6850608014(NAD 83)
 LH1323_MARKER: 53 = ELEVATED TANK
 LH1323
 LH1323  HISTORY     - Date     Condition        Report By
 LH1323  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1323  HISTORY     - 1959     GOOD             CGS
 LH1323
 LH1323                          STATION DESCRIPTION
 LH1323
 LH1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1323'THE STATION IS LOCATED IN THE NORTH EDGE OF ELM CREEK, 111 FEET
 LH1323'EAST OF THE CENTER OF A NORTH-SOUTH STREET AND 45 FEET EAST
 LH1323'OF THE EAST SIDE OF A CONCRETE BLOCK BUILDING.
 LH1323'
 LH1323'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 LH1323'OVERALL HEIGHT IS 100 FEET.
 LH1323'
 LH1323'POINT OBSERVED UPON WAS THE POINT OF DOME SHAPED ROOF OF THE TANK.
 LH1323
 LH1323                          STATION RECOVERY (1959)
 LH1323
 LH1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1323'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THIS
 LH1323'IS THE SAME TANK THAT WAS OBSERVED IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1334 ***********************************************************************
 LH1334  DESIGNATION -  ELM CREEK TWP ATT RELAY TOWER
 LH1334  PID         -  LH1334
 LH1334  STATE/COUNTY-  NE/BUFFALO
 LH1334  USGS QUAD   -  AMHERST (1983)
 LH1334
 LH1334                         *CURRENT SURVEY CONTROL
 LH1334  ___________________________________________________________________
 LH1334* NAD 83(1995)-  40 45 03.44841(N)    099 19 16.39281(W)     ADJUSTED  
 LH1334* NAVD 88     -                                                        
 LH1334  ___________________________________________________________________
 LH1334  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 LH1334  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 LH1334
 LH1334  HORZ ORDER  -  THIRD
 LH1334
 LH1334.The horizontal coordinates were established by classical geodetic methods
 LH1334.and adjusted by the National Geodetic Survey in August 1997..
 LH1334
 LH1334
 LH1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1334
 LH1334.The geoid height was determined by GEOID03.
 LH1334
 LH1334;                    North         East     Units Scale Factor Converg.
 LH1334;SPC NE       -   102,107.138   557,308.455   MT  0.99974471   +0 26 59.4
 LH1334;UTM  14      - 4,511,161.243   472,883.438   MT  0.99960905   -0 12 34.9
 LH1334
 LH1334                          SUPERSEDED SURVEY CONTROL
 LH1334
 LH1334  NAD 83(1986)-  40 45 03.45478(N)    099 19 16.39491(W) AD(       ) 4
 LH1334  NAD 27      -  40 45 03.42210(N)    099 19 15.03840(W) AD(       ) 3
 LH1334
 LH1334.Superseded values are not recommended for survey control.
 LH1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1334.See file dsdata.txt to determine how the superseded data were derived.
 LH1334
 LH1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7288311161(NAD 83)
 LH1334_MARKER: 43 = RADIO/TV TOWER
 LH1334
 LH1334  HISTORY     - Date     Condition        Report By
 LH1334  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1334  HISTORY     - 1959     GOOD             CGS
 LH1334
 LH1334                          STATION DESCRIPTION
 LH1334
 LH1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1334'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF ODESSA AND 5
 LH1334'MILES EAST-NORTHEAST OF ELM CREEK.  IT IS 200 FEET EAST OF THE
 LH1334'CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 45 FEET EAST OF THE
 LH1334'EAST END OF A WHITE CONCRETE BLOCK BUILDING.
 LH1334'
 LH1334'IT IS A 4 LEGGED STEEL STRUCTURE, 40 FEET SQUARE AT THE BASE
 LH1334'AND HAS A 30 FOOT SQUARE STEEL MESH PLATFORM AT THE TOP WHICH
 LH1334'SUPPORTS 4 REFLECTOR SCREENS.  THERE IS A BLINKER LIGHT NEAR THE
 LH1334'CENTER OF THE TOP OF THE TOWER.  THE OVERALL HEIGHT IS 165 FEET.
 LH1334'
 LH1334'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE TOWER.
 LH1334'
 LH1334'TO REACH THE STATION FROM THE MAIN STREET IN ELM CREEK, GO
 LH1334'SOUTHEAST ON U.S. HIGHWAY 30 FOR 2.8 MILES TO A CROSSROAD.  TURN
 LH1334'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 2.8 MILES TO THE STATION
 LH1334'ON THE RIGHT AS DESCRIBED.
 LH1334
 LH1334                          STATION RECOVERY (1959)
 LH1334
 LH1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1334'STATION RECOVERED AS DESCRIBED IN 1951.  AT THIS DATE THE RED
 LH1334'ALTERNATING OBSTRUCTION LIGHT ON TOP OF THE TOWER WAS INTERSECTED,
 LH1334'INSTEAD OF THE ESTIMATED TOWER CENTER AS PREVISELY.  THE LIGHT
 LH1334'WAS ALSO CONNECTED BY A PRECISE TRIVERSE FROM STATION TURKEY 1950.
 LH1334'
 LH1334'THE 1951 DESCRIPTION OF THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0067 ***********************************************************************
 LG0067  DESIGNATION -  ELM RM 1
 LG0067  PID         -  LG0067
 LG0067  STATE/COUNTY-  NE/CASS
 LG0067  USGS QUAD   -  WEEPING WATER (1966)
 LG0067
 LG0067                         *CURRENT SURVEY CONTROL
 LG0067  ___________________________________________________________________
 LG0067* NAD 83(1986)-  40 48 59.     (N)    096 12 23.     (W)     SCALED    
 LG0067* NAVD 88     -       399.240  (meters)    1309.84   (feet)  ADJUSTED  
 LG0067  ___________________________________________________________________
 LG0067  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 LG0067  DYNAMIC HT  -         399.069 (meters)    1309.28  (feet)  COMP
 LG0067  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 LG0067
 LG0067  VERT ORDER  -  SECOND    CLASS 0
 LG0067
 LG0067.The horizontal coordinates were scaled from a topographic map and have
 LG0067.an estimated accuracy of +/- 6 seconds.
 LG0067
 LG0067.The orthometric height was determined by differential leveling
 LG0067.and adjusted by the National Geodetic Survey in June 1991..
 LG0067
 LG0067.The geoid height was determined by GEOID03.
 LG0067
 LG0067.The dynamic height is computed by dividing the NAVD 88
 LG0067.geopotential number by the normal gravity value computed on the
 LG0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0067.degrees latitude (g = 980.6199 gals.).
 LG0067
 LG0067.The modeled gravity was interpolated from observed gravity values.
 LG0067
 LG0067;                    North         East    Units  Estimated Accuracy
 LG0067;SPC NE       -   116,170.      819,870.      MT  (+/- 180 meters Scaled)
 LG0067
 LG0067                          SUPERSEDED SURVEY CONTROL
 LG0067
 LG0067  NGVD 29 (??/??/92)  399.145  (m)         1309.53   (f) ADJ UNCH    2 0
 LG0067
 LG0067.Superseded values are not recommended for survey control.
 LG0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0067.See file dsdata.txt to determine how the superseded data were derived.
 LG0067
 LG0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL356221(NAD 83)
 LG0067_MARKER: DR = REFERENCE MARK DISK
 LG0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0067_STAMPING: ELM NO 1 1961
 LG0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0067+STABILITY: SURFACE MOTION
 LG0067
 LG0067  HISTORY     - Date     Condition        Report By
 LG0067  HISTORY     - 1961     MONUMENTED       CGS
 LG0067
 LG0067                          STATION DESCRIPTION
 LG0067
 LG0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0067'11.8 MI E FROM EAGLE.
 LG0067'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0067'EAGLE, THENCE 11.4 MILES ALONG U.S. HIGHWAY 34 TO MISSILE ROAD,
 LG0067'THENCE 0.25 MILE NORTH ALONG MISSILE ROAD, THROUGH THE GUARD
 LG0067'GATE TO THE SOUTHWEST CORNER OF THE SITE, 65.9 FEET
 LG0067'NORTH OF THE STATION, 3.4 FEET EAST OF THE FENCE, SET IN
 LG0067'TOP OF A SQUARE CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0069 ***********************************************************************
 LG0069  DESIGNATION -  ELM RM 2
 LG0069  PID         -  LG0069
 LG0069  STATE/COUNTY-  NE/CASS
 LG0069  USGS QUAD   -  WEEPING WATER (1966)
 LG0069
 LG0069                         *CURRENT SURVEY CONTROL
 LG0069  ___________________________________________________________________
 LG0069* NAD 83(1986)-  40 48 59.     (N)    096 12 23.     (W)     SCALED    
 LG0069* NAVD 88     -       398.948  (meters)    1308.88   (feet)  ADJUSTED  
 LG0069  ___________________________________________________________________
 LG0069  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 LG0069  DYNAMIC HT  -         398.778 (meters)    1308.32  (feet)  COMP
 LG0069  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 LG0069
 LG0069  VERT ORDER  -  SECOND    CLASS 0
 LG0069
 LG0069.The horizontal coordinates were scaled from a topographic map and have
 LG0069.an estimated accuracy of +/- 6 seconds.
 LG0069
 LG0069.The orthometric height was determined by differential leveling
 LG0069.and adjusted by the National Geodetic Survey in June 1991..
 LG0069
 LG0069.The geoid height was determined by GEOID03.
 LG0069
 LG0069.The dynamic height is computed by dividing the NAVD 88
 LG0069.geopotential number by the normal gravity value computed on the
 LG0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0069.degrees latitude (g = 980.6199 gals.).
 LG0069
 LG0069.The modeled gravity was interpolated from observed gravity values.
 LG0069
 LG0069;                    North         East    Units  Estimated Accuracy
 LG0069;SPC NE       -   116,170.      819,870.      MT  (+/- 180 meters Scaled)
 LG0069
 LG0069                          SUPERSEDED SURVEY CONTROL
 LG0069
 LG0069  NGVD 29 (??/??/92)  398.854  (m)         1308.57   (f) ADJ UNCH    2 0
 LG0069
 LG0069.Superseded values are not recommended for survey control.
 LG0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0069.See file dsdata.txt to determine how the superseded data were derived.
 LG0069
 LG0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL356221(NAD 83)
 LG0069_MARKER: DR = REFERENCE MARK DISK
 LG0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0069_STAMPING: ELM NO 2 1961
 LG0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0069+STABILITY: SURFACE MOTION
 LG0069
 LG0069  HISTORY     - Date     Condition        Report By
 LG0069  HISTORY     - 1961     MONUMENTED       CGS
 LG0069
 LG0069                          STATION DESCRIPTION
 LG0069
 LG0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0069'11.8 MI E FROM EAGLE.
 LG0069'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT EAGLE,
 LG0069'THENCE 11.4 MILES EAST ALONG U.S. HIGHWAY 34 TO MISSILE ROAD,
 LG0069'THENCE 0.25 MILE NORTH ALONG MISSILE ROAD, THROUGH THE GUARD
 LG0069'GATE TO THE SOUTHWEST CORNER OF THE SITE, 100.1 FEET SOUTH
 LG0069'OF THE STATION, 4.6 FEET EAST OF THE FENCE, 2 FEET LOWER THAN
 LG0069'THE MISSILE ROAD, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0069'10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0716 ***********************************************************************
 NP0716  DESIGNATION -  ELMORE
 NP0716  PID         -  NP0716
 NP0716  STATE/COUNTY-  NE/BOX BUTTE
 NP0716  USGS QUAD   -  BARREL SPRINGS CREEK NORTH (1948)
 NP0716
 NP0716                         *CURRENT SURVEY CONTROL
 NP0716  ___________________________________________________________________
 NP0716* NAD 83(1995)-  42 07 49.57432(N)    103 14 40.50317(W)     ADJUSTED  
 NP0716* NAVD 88     -      1343.10   (+/-2cm)    4406.5    (feet)  VERTCON   
 NP0716  ___________________________________________________________________
 NP0716  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 NP0716  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 NP0716
 NP0716  HORZ ORDER  -  FIRST
 NP0716  VERT ORDER  -  THIRD ? (See Below)
 NP0716
 NP0716.The horizontal coordinates were established by classical geodetic methods
 NP0716.and adjusted by the National Geodetic Survey in August 1997..
 NP0716
 NP0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0716.The vertical order pertains to the NGVD 29 superseded value.
 NP0716
 NP0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0716
 NP0716.The geoid height was determined by GEOID03.
 NP0716
 NP0716;                    North         East     Units Scale Factor Converg.
 NP0716;SPC NE       -   260,073.700   231,872.017   MT  0.99971796   -2 09 00.6
 NP0716;UTM  13      - 4,665,749.862   645,084.397   MT  0.99985901   +1 10 40.0
 NP0716
 NP0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0716!SPC NE       -   0.99979232  x   0.99971796  =   0.99951034
 NP0716!UTM  13      -   0.99979232  x   0.99985901  =   0.99965136
 NP0716
 NP0716:                Primary Azimuth Mark                     Grid Az
 NP0716:SPC NE       -  ELMORE AZ MK                             023 32 30.4
 NP0716:UTM  13      -  ELMORE AZ MK                             020 12 49.8
 NP0716
 NP0716|---------------------------------------------------------------------|
 NP0716| PID    Reference Object                     Distance      Geod. Az  |
 NP0716|                                                           dddmmss.s |
 NP0716| CQ3676 ELMORE AZ MK                                       0212329.8 |
 NP0716| NP0708 HEMINGFORD MUNICIPAL STANDPIPE      APPROX.25.4 KM 0324910.7 |
 NP0716| CQ3677 ELMORE RM 1                          78.627 METERS 08801     |
 NP0716| CQ3678 ELMORE RM 2                          75.399 METERS 17834     |
 NP0716|---------------------------------------------------------------------|
 NP0716
 NP0716                          SUPERSEDED SURVEY CONTROL
 NP0716
 NP0716  NAD 83(1995)-  42 07 49.57420(N)    103 14 40.50338(W) AD(       ) 1
 NP0716  NAD 83(1986)-  42 07 49.57248(N)    103 14 40.50253(W) AD(       ) 1
 NP0716  NAD 27      -  42 07 49.71000(N)    103 14 38.75700(W) AD(       ) 1
 NP0716  NGVD 29 (07/19/86) 1342.44   (m)         4404.3    (f) LEVELING    3  
 NP0716
 NP0716.Superseded values are not recommended for survey control.
 NP0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0716.See file dsdata.txt to determine how the superseded data were derived.
 NP0716
 NP0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4508465750(NAD 83)
 NP0716_MARKER: DS = TRIANGULATION STATION DISK
 NP0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0716
 NP0716  HISTORY     - Date     Condition        Report By
 NP0716  HISTORY     - 1934     MONUMENTED       CGS
 NP0716  HISTORY     - 1946     GOOD             CGS
 NP0716
 NP0716                          STATION DESCRIPTION
 NP0716
 NP0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0716'STATION IS ABOUT 14 MILES SW OF HEMINGFORD AND IS NEAR THE
 NP0716'W END OF A LONG PROMINENT, GRASSY RIDGE.  THE POINT ON WHICH
 NP0716'THE STATION IS LOCATED IS THE HIGHEST IN THE VICINITY, EXCEPT
 NP0716'FOR A POINT TO THE SE ON THE SAME RIDGE.
 NP0716'
 NP0716'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0716'BRONZE DISKS SET IN CONCRETE.
 NP0716'
 NP0716'REFERENCE MARK NO. 1 IS E, AND NO. 2 IS S, OF THE STATION.
 NP0716'
 NP0716'AZIMUTH MARK IS ABOUT 3/4 MILE NE OF THE STATION, 28 FEET
 NP0716'S OF AN E-W FENCE, AND 34 FEET W OF A CORNER POST.
 NP0716'
 NP0716'STATION IS REACHED FROM THE HIGH-VIEW RANCH, WHICH IS 9 MILES
 NP0716'W AND 6 MILES S OF HEMINGFORD, BY GOING E ON A GRADED ROAD
 NP0716'1 MILE.  TURN S AND GO 7 MILES TO A POINT WHERE THE ROAD
 NP0716'TURNS TO THE E.  LEAVE THE GRADED ROAD AND TURN W ON A
 NP0716'TRAIL.  GO 0.5 MILE TO A WIRE GATE, PASS THROUGH GATE AND
 NP0716'DRIVE SW 0.3 MILE TO THE HIGHEST POINT AND STATION.
 NP0716'
 NP0716'A 4-FOOT STAND WAS ERECTED.
 NP0716
 NP0716                          STATION RECOVERY (1946)
 NP0716
 NP0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0716'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE
 NP0716'IN GOOD CONDITION.  DESCRIPTION FOLLOWS--
 NP0716'
 NP0716'LOCATED 20 MILES NORTH BY WEST OF ALLIANCE NEAR THE WEST END
 NP0716'OF A PROMINENT GRASSY RIDGE AND AT ITS HIGHEST POINT.  IT
 NP0716'IS STAMPED ELMORE 1934 AND PROJECTS 15 INCHES.
 NP0716'
 NP0716'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 NP0716'IT IS STAMPED ELMORE NO 1 1934.
 NP0716'
 NP0716'REFERENCE MARK NO. 2 IS ABOUT 5 FEET LOWER THAN THE STATION.
 NP0716'IT IS STAMPED ELMORE NO 2 1934.
 NP0716'
 NP0716'THE AZIMUTH MARK IS 28 FEET SOUTH OF AN EAST-WEST FENCE AND
 NP0716'34 FEET WEST OF A FENCE CORNER.  IT IS STAMPED ELMORE 1934
 NP0716'AND PROJECTS 10 INCHES.
 NP0716'
 NP0716'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NP0716'NO. 2 AND 19 AT THE WEST EDGE OF ALLIANCE, GO NORTHWEST ON
 NP0716'NO. 2 FOR 2.75 MILES.  THEN LEFT, WEST, FOR 16.1 MILES TO
 NP0716'THE POINT WHERE THE ROAD TURNS TO THE RIGHT (NORTH).  CONTINUE
 NP0716'AHEAD (WEST) ON A TRACK ROAD FOR 0.55 MILE TO A WIRE GATE.
 NP0716'THEN THROUGH GATE* FOR 0.2 MILE.  THEN LEAVE TRACK ROAD AND
 NP0716'TURN LEFT ACROSS THE PASTURE FOR 0.15 MILE TO THE HIGHEST
 NP0716'POINT AND THE STATION.
 NP0716'
 NP0716'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND
 NP0716'FOLLOW THE FENCE LINE (NORTH) FOR 0.55 MILE TO THE MARK ON
 NP0716'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0051 ***********************************************************************
 LG0051  DESIGNATION -  ELMWOOD
 LG0051  PID         -  LG0051
 LG0051  STATE/COUNTY-  NE/CASS
 LG0051  USGS QUAD   -  ELMWOOD (1966)
 LG0051
 LG0051                         *CURRENT SURVEY CONTROL
 LG0051  ___________________________________________________________________
 LG0051* NAD 83(1995)-  40 49 19.68474(N)    096 21 37.09853(W)     ADJUSTED  
 LG0051* NAVD 88     -       407.889  (meters)    1338.22   (feet)  ADJUSTED  
 LG0051  ___________________________________________________________________
 LG0051  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 LG0051  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 LG0051  DYNAMIC HT  -         407.718 (meters)    1337.65  (feet)  COMP
 LG0051  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 LG0051
 LG0051  HORZ ORDER  -  SECOND
 LG0051  VERT ORDER  -  SECOND    CLASS 0
 LG0051
 LG0051.The horizontal coordinates were established by classical geodetic methods
 LG0051.and adjusted by the National Geodetic Survey in August 1997..
 LG0051
 LG0051.The orthometric height was determined by differential leveling
 LG0051.and adjusted by the National Geodetic Survey in June 1991..
 LG0051
 LG0051.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0051
 LG0051.The geoid height was determined by GEOID03.
 LG0051
 LG0051.The dynamic height is computed by dividing the NAVD 88
 LG0051.geopotential number by the normal gravity value computed on the
 LG0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0051.degrees latitude (g = 980.6199 gals.).
 LG0051
 LG0051.The modeled gravity was interpolated from observed gravity values.
 LG0051
 LG0051;                    North         East     Units Scale Factor Converg.
 LG0051;SPC NE       -   116,244.548   806,874.336   MT  0.99972926   +2 24 43.3
 LG0051;UTM  14      - 4,522,366.126   722,609.694   MT  1.00020998   +1 43 34.7
 LG0051
 LG0051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0051!SPC NE       -   0.99994012  x   0.99972926  =   0.99966940
 LG0051!UTM  14      -   0.99994012  x   1.00020998  =   1.00015009
 LG0051
 LG0051|---------------------------------------------------------------------|
 LG0051| PID    Reference Object                     Distance      Geod. Az  |
 LG0051|                                                           dddmmss.s |
 LG0051| LG0052 ELMWOOD RM 1                         23.757 METERS 00448     |
 LG0051| LG0050 ELMWOOD RM 2                         24.279 METERS 17333     |
 LG0051| LG0053 ELMWOOD AZ MK                                      1884915.7 |
 LG0051| LG1408 ALVO RESET                          APPROX. 5.8 KM 3421219.1 |
 LG0051|---------------------------------------------------------------------|
 LG0051
 LG0051                          SUPERSEDED SURVEY CONTROL
 LG0051
 LG0051  NAD 83(1986)-  40 49 19.69617(N)    096 21 37.09641(W) AD(       ) 2
 LG0051  NGVD 29 (??/??/92)  407.796  (m)         1337.91   (f) ADJ UNCH    2 0
 LG0051
 LG0051.Superseded values are not recommended for survey control.
 LG0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0051.See file dsdata.txt to determine how the superseded data were derived.
 LG0051
 LG0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2261022366(NAD 83)
 LG0051_MARKER: DS = TRIANGULATION STATION DISK
 LG0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0051_STAMPING: ELMWOOD 1961
 LG0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0051+STABILITY: SURFACE MOTION
 LG0051
 LG0051  HISTORY     - Date     Condition        Report By
 LG0051  HISTORY     - 1961     MONUMENTED       CGS
 LG0051  HISTORY     - 1964     GOOD             NGS
 LG0051
 LG0051                          STATION DESCRIPTION
 LG0051
 LG0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0051'4 MI E FROM EAGLE.
 LG0051'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0051'EAGLE, THENCE 3.0 MILES EAST ALONG U.S. HIGHWAY 34, THENCE
 LG0051'0.45 MILE NORTH ALONG THE MISSILE ROAD, THENCE 0.6 MILE NORTHEAST
 LG0051'THROUGH THE GUARD GATE TO THE EAST SIDE OF THE SITE, 77.9 FEET
 LG0051'SOUTH OF R.M. 1, 8.3 FEET WEST OF A FENCE, 1.5 FEET EAST OF A
 LG0051'METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE
 LG0051'POST PROJECTING 6 INCHES ABOVE GROUND.
 LG0051
 LG0051                          STATION RECOVERY (1964)
 LG0051
 LG0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LG0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1988 ***********************************************************************
 MK1988  DESIGNATION -  ELMWOOD
 MK1988  PID         -  MK1988
 MK1988  STATE/COUNTY-  NE/DOUGLAS
 MK1988  USGS QUAD   -  RALSTON (1984)
 MK1988
 MK1988                         *CURRENT SURVEY CONTROL
 MK1988  ___________________________________________________________________
 MK1988* NAD 83(1995)-  41 14 58.75656(N)    096 00 21.27951(W)     ADJUSTED  
 MK1988* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 MK1988  ___________________________________________________________________
 MK1988  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MK1988  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 MK1988
 MK1988  HORZ ORDER  -  SECOND
 MK1988
 MK1988.The horizontal coordinates were established by classical geodetic methods
 MK1988.and adjusted by the National Geodetic Survey in August 1997..
 MK1988
 MK1988.The orthometric height was scaled from a topographic map.
 MK1988
 MK1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1988
 MK1988.The geoid height was determined by GEOID03.
 MK1988
 MK1988;                    North         East     Units Scale Factor Converg.
 MK1988;SPC NE       -   164,976.535   834,542.255   MT  0.99966854   +2 38 48.7
 MK1988;UTM  14      - 4,570,795.669   750,870.046   MT  1.00037463   +1 58 30.6
 MK1988;UTM  15      - 4,570,829.901   248,139.291   MT  1.00038076   -1 58 58.7
 MK1988
 MK1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1988!SPC NE       -   0.99994860  x   0.99966854  =   0.99961716
 MK1988!UTM  14      -   0.99994860  x   1.00037463  =   1.00032321
 MK1988!UTM  15      -   0.99994860  x   1.00038076  =   1.00032934
 MK1988
 MK1988|---------------------------------------------------------------------|
 MK1988| PID    Reference Object                     Distance      Geod. Az  |
 MK1988|                                                           dddmmss.s |
 MK1988| CL6467 ELMWOOD RM 2                         23.095 METERS 00808     |
 MK1988| CL6466 ELMWOOD RM 1                         19.708 METERS 21147     |
 MK1988| MK1990 ELMWOOD ST PATROL RAD MAST          APPROX. 2.2 KM 2221258.9 |
 MK1988| CL6465 ELMWOOD AZ MK                                      2620100.0 |
 MK1988|---------------------------------------------------------------------|
 MK1988
 MK1988                          SUPERSEDED SURVEY CONTROL
 MK1988
 MK1988  NAD 83(1986)-  41 14 58.76458(N)    096 00 21.27947(W) AD(       ) 2
 MK1988  NAD 27      -  41 14 58.76900(N)    096 00 20.22100(W) AD(       ) 2
 MK1988
 MK1988.Superseded values are not recommended for survey control.
 MK1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1988.See file dsdata.txt to determine how the superseded data were derived.
 MK1988
 MK1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5087070796(NAD 83)
 MK1988_MARKER: DS = TRIANGULATION STATION DISK
 MK1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1988
 MK1988  HISTORY     - Date     Condition        Report By
 MK1988  HISTORY     - 1947     MONUMENTED       CGS
 MK1988
 MK1988                          STATION DESCRIPTION
 MK1988
 MK1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1988'THE STATION IS LOCATED IN THE WEST SIDE OF OMAHA, IN THE ELMWOOK
 MK1988'PARK AND GOLF COURSE, AT THE INTERSECTION OF 60TH AND PACIFIC
 MK1988'STREETS.  IT IS LOCATED IN THE SOUTHEAST CORNER OF SEC. 24, T.
 MK1988'15 N., R. 12 E.  IT IS 14 FEET SOUTHWEST OF AN 18 INCH ASH TREE
 MK1988'WITH A TRIANGULAR BLAZE, 17 FEET NORTHEAST OF A 12 INCH OAK TREE
 MK1988'WITH A TRIANGLE BLAZE, 17 FEET NORTH OF THE NORTHEAST CORNER OF
 MK1988'THE TEE FOR THE 18TH HOLE OF THE GOLF COURSE.  THE MARK IS
 MK1988'FLUSH WITH THE GROUND, AND THE DISC IS STAMPED ELMWOOD 1947.
 MK1988'
 MK1988'REFERENCE MARK NO. 1 IS 64.66 FEET SOUTHWEST OF THE STATION,
 MK1988'3 FEET EAST OF THE WESTERNMOST TREE OF A GROUP OF OAK TREES NEAR
 MK1988'THE MARK, 12 FEET SOUTH OF THE SOUTHWEST CORNER OF THE TEE FOR THE
 MK1988'18TH HOLE OF THE GOLF COURSE.  THE MARK PROJECTS 4 INCHES AND THE
 MK1988'DISC IS STAMPED ELMWOOD NO 1 1947.
 MK1988'
 MK1988'REFERENCE MARK NO. 2 IS 75.77 FEET NORTHEAST OF THE STATION.  THE
 MK1988'MARK PROJECTS 8 INCHES AND THE DISC IS STAMPED ELMWOOD NO 2 1947.
 MK1988'
 MK1988'AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF THE STATION.  IT IS 1.5
 MK1988'FEET EAST OF A PINE TREE, 58 FEET NORTHWEST OF THE NORTHWEST
 MK1988'CORNER OF A CLUBHOUSE ADJACENT TO THE GREEN FOR THE 18TH HOLE OF
 MK1988'THE GOLF COURSE.  THE MARK PROJECTS 8 INCHES AND THE DISC IS
 MK1988'STAMPED ELMWOOD 1947.
 MK1988'
 MK1988'TO REACH FROM OMAHA, GO WEST ON U.S. HIGHWAY 30 AND DODGE STREET
 MK1988'TO THE CORNER OF DODGE AND 50TH STREETS, TURN LEFT, AND GO SOUTH
 MK1988'ON 50TH STREET FOR 0.5 MILE TO THE CORNER OF 50TH AND LEVENWORTH
 MK1988'STREETS, TURN RIGHT ON LEAVENWORTH STREET AND GO WEST FOR 0.75
 MK1988'MILE TO 60TH STREET, TURN LEFT AND GO SOUTH ON 60TH STREET FOR
 MK1988'0.3 MILE TO PACIFIC STREET, TURN RIGHT ON PACIFIC STREET AND GO
 MK1988'WEST FOR 0.1 MILE TO 61ST STREET ON THE LEFT.  TURN RIGHT,
 MK1988'NORTH, INTO THE GOLF COURSE AND GO NORTHEAST ALONG THE EDGE OF
 MK1988'THE FAIRWAY FOR 0.1 MILE TO THE 18TH TEE AND THE STATION.
 MK1988'
 MK1988'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHWEST ALONG THE
 MK1988'EDGE OF THE FAIRWAY FOR 0.1 MILE TO PACIFIC STREET, TURN RIGHT,
 MK1988'WEST, AND GO 0.1 MILE TO THE DRIVEWAY ON THE RIGHT LEADING TO
 MK1988'THE CLUBHOUSE OF THE GOLF COURSE.  FOLLOW THE DRIVEWAY FOR 0.1
 MK1988'MILE TO THE CLUBHOUSE, AND THE MARK AS DESCRIBED.
 MK1988'
 MK1988'ALL STATIONS SEEN FROM ELMWOOD, WILL REQUIRE A 77 FOOT SIGNAL AT
 MK1988'ELMWOOD.
 MK1988'
 MK1988'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0054 ***********************************************************************
 LG0054  DESIGNATION -  ELMWOOD AZ MK RESET
 LG0054  PID         -  LG0054
 LG0054  STATE/COUNTY-  NE/CASS
 LG0054  USGS QUAD   -  ELMWOOD (1966)
 LG0054
 LG0054                         *CURRENT SURVEY CONTROL
 LG0054  ___________________________________________________________________
 LG0054* NAD 83(1986)-  40 48 45.     (N)    096 21 42.     (W)     SCALED    
 LG0054* NAVD 88     -       411.80   (meters)    1351.0    (feet)  RESET     
 LG0054  ___________________________________________________________________
 LG0054  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 LG0054
 LG0054  VERT ORDER  -  THIRD
 LG0054
 LG0054.The horizontal coordinates were scaled from a topographic map and have
 LG0054.an estimated accuracy of +/- 6 seconds.
 LG0054
 LG0054.The orthometric height was computed from unverified reset data.
 LG0054
 LG0054.The geoid height was determined by GEOID03.
 LG0054
 LG0054;                    North         East    Units  Estimated Accuracy
 LG0054;SPC NE       -   115,170.      806,810.      MT  (+/- 180 meters Scaled)
 LG0054
 LG0054                          SUPERSEDED SURVEY CONTROL
 LG0054
 LG0054.No superseded survey control is available for this station.
 LG0054
 LG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL225212(NAD 83)
 LG0054_MARKER: DZ = AZIMUTH MARK DISK
 LG0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0054_STAMPING: ELMWOOD 1961 RESET 1964
 LG0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0054+STABILITY: SURFACE MOTION
 LG0054
 LG0054  HISTORY     - Date     Condition        Report By
 LG0054  HISTORY     - 1964     MONUMENTED       CGS
 LG0054
 LG0054                          STATION DESCRIPTION
 LG0054
 LG0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LG0054'3.6 MI E FROM EAGLE.
 LG0054'ABOUT 0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE
 LG0054'AT EAGLE, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY 34, 0.55
 LG0054'MILES SOUTH OF TRIANGULLATION STATION ELMWOOD 1961, 59 FEET
 LG0054'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 34, 12 FEET EAST OF THE
 LG0054'CENTER OF FIELD ENTRANCE, 8 FEET EAST OF HIGHWAY STATION 179 - 00,
 LG0054'2.4 FEET EAST OF A STEEL WITNESS POST, AND 2 FEET WEST OF
 LG0054'ANOTHER STEEL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 LG0054'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0052 ***********************************************************************
 LG0052  DESIGNATION -  ELMWOOD RM 1
 LG0052  PID         -  LG0052
 LG0052  STATE/COUNTY-  NE/CASS
 LG0052  USGS QUAD   -  ELMWOOD (1966)
 LG0052
 LG0052                         *CURRENT SURVEY CONTROL
 LG0052  ___________________________________________________________________
 LG0052* NAD 83(1986)-  40 49 20.     (N)    096 21 43.     (W)     SCALED    
 LG0052* NAVD 88     -       408.497  (meters)    1340.21   (feet)  ADJUSTED  
 LG0052  ___________________________________________________________________
 LG0052  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 LG0052  DYNAMIC HT  -         408.325 (meters)    1339.65  (feet)  COMP
 LG0052  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 LG0052
 LG0052  VERT ORDER  -  SECOND    CLASS 0
 LG0052
 LG0052.The horizontal coordinates were scaled from a topographic map and have
 LG0052.an estimated accuracy of +/- 6 seconds.
 LG0052
 LG0052.The orthometric height was determined by differential leveling
 LG0052.and adjusted by the National Geodetic Survey in June 1991..
 LG0052
 LG0052.The geoid height was determined by GEOID03.
 LG0052
 LG0052.The dynamic height is computed by dividing the NAVD 88
 LG0052.geopotential number by the normal gravity value computed on the
 LG0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0052.degrees latitude (g = 980.6199 gals.).
 LG0052
 LG0052.The modeled gravity was interpolated from observed gravity values.
 LG0052
 LG0052;                    North         East    Units  Estimated Accuracy
 LG0052;SPC NE       -   116,250.      806,740.      MT  (+/- 180 meters Scaled)
 LG0052
 LG0052                          SUPERSEDED SURVEY CONTROL
 LG0052
 LG0052  NGVD 29 (??/??/92)  408.404  (m)         1339.91   (f) ADJ UNCH    2 0
 LG0052
 LG0052.Superseded values are not recommended for survey control.
 LG0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0052.See file dsdata.txt to determine how the superseded data were derived.
 LG0052
 LG0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL224223(NAD 83)
 LG0052_MARKER: DR = REFERENCE MARK DISK
 LG0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0052_STAMPING: ELMWOOD NO 1 1961
 LG0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0052+STABILITY: SURFACE MOTION
 LG0052
 LG0052  HISTORY     - Date     Condition        Report By
 LG0052  HISTORY     - 1961     MONUMENTED       CGS
 LG0052  HISTORY     - 1964     GOOD             NGS
 LG0052
 LG0052                          STATION DESCRIPTION
 LG0052
 LG0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0052'4 MI E FROM EAGLE.
 LG0052'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0052'EAGLE, THENCE 3.0 MILES EAST ALONG U.S. HIGHWAY 34, THENCE
 LG0052'0.45 MILE NORTH ALONG THE MISSILE ROAD, THENCE 0.6 MILE
 LG0052'NORTHEAST THROUGH THE GUARD GATE TO THE EAST SIDE OF THE SITE,
 LG0052'77.9 FEET NORTH OF THE STATION, 1 FOOT WEST OF A FENCE,
 LG0052'SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LG0052
 LG0052                          STATION RECOVERY (1964)
 LG0052
 LG0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LG0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0050 ***********************************************************************
 LG0050  DESIGNATION -  ELMWOOD RM 2
 LG0050  PID         -  LG0050
 LG0050  STATE/COUNTY-  NE/CASS
 LG0050  USGS QUAD   -  ELMWOOD (1966)
 LG0050
 LG0050                         *CURRENT SURVEY CONTROL
 LG0050  ___________________________________________________________________
 LG0050* NAD 83(1986)-  40 49 20.     (N)    096 21 43.     (W)     SCALED    
 LG0050* NAVD 88     -       407.671  (meters)    1337.50   (feet)  ADJUSTED  
 LG0050  ___________________________________________________________________
 LG0050  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 LG0050  DYNAMIC HT  -         407.500 (meters)    1336.94  (feet)  COMP
 LG0050  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 LG0050
 LG0050  VERT ORDER  -  SECOND    CLASS 0
 LG0050
 LG0050.The horizontal coordinates were scaled from a topographic map and have
 LG0050.an estimated accuracy of +/- 6 seconds.
 LG0050
 LG0050.The orthometric height was determined by differential leveling
 LG0050.and adjusted by the National Geodetic Survey in June 1991..
 LG0050
 LG0050.The geoid height was determined by GEOID03.
 LG0050
 LG0050.The dynamic height is computed by dividing the NAVD 88
 LG0050.geopotential number by the normal gravity value computed on the
 LG0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0050.degrees latitude (g = 980.6199 gals.).
 LG0050
 LG0050.The modeled gravity was interpolated from observed gravity values.
 LG0050
 LG0050;                    North         East    Units  Estimated Accuracy
 LG0050;SPC NE       -   116,250.      806,740.      MT  (+/- 180 meters Scaled)
 LG0050
 LG0050                          SUPERSEDED SURVEY CONTROL
 LG0050
 LG0050  NGVD 29 (??/??/92)  407.578  (m)         1337.20   (f) ADJ UNCH    2 0
 LG0050
 LG0050.Superseded values are not recommended for survey control.
 LG0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0050.See file dsdata.txt to determine how the superseded data were derived.
 LG0050
 LG0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL224223(NAD 83)
 LG0050_MARKER: DR = REFERENCE MARK DISK
 LG0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0050_STAMPING: ELMWOOD NO 2 1 1961
 LG0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0050+STABILITY: SURFACE MOTION
 LG0050
 LG0050  HISTORY     - Date     Condition        Report By
 LG0050  HISTORY     - 1961     MONUMENTED       CGS
 LG0050  HISTORY     - 1964     GOOD             NGS
 LG0050
 LG0050                          STATION DESCRIPTION
 LG0050
 LG0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0050'4 MI E FROM EAGLE.
 LG0050'0.15 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT
 LG0050'EAGLE, THENCE 3.0 MILES EAST ALONG U.S. HIGHWAY 34, THENCE
 LG0050'0.45 MILE NORTH ALONG THE MISSILE ROAD, THENCE 0.6 MILE
 LG0050'NORTHEAST THROUGH THE GUARD GATE TO THE EAST SIDE ON THE SITE,
 LG0050'79.6 FEET SOUTH OF THE STATION, 1 FOOT WEST OF A FENCE, SET IN
 LG0050'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE
 LG0050'GROUND.
 LG0050
 LG0050                          STATION RECOVERY (1964)
 LG0050
 LG0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LG0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1990 ***********************************************************************
 MK1990  DESIGNATION -  ELMWOOD ST PATROL RAD MAST
 MK1990  PID         -  MK1990
 MK1990  STATE/COUNTY-  NE/DOUGLAS
 MK1990  USGS QUAD   -  RALSTON (1984)
 MK1990
 MK1990                         *CURRENT SURVEY CONTROL
 MK1990  ___________________________________________________________________
 MK1990* NAD 83(1995)-  41 14 06.44623(N)    096 01 24.14416(W)     ADJUSTED  
 MK1990* NAVD 88     -                                                        
 MK1990  ___________________________________________________________________
 MK1990  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 MK1990  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 MK1990
 MK1990  HORZ ORDER  -  THIRD
 MK1990
 MK1990.The horizontal coordinates were established by classical geodetic methods
 MK1990.and adjusted by the National Geodetic Survey in August 1997..
 MK1990
 MK1990
 MK1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1990
 MK1990.The geoid height was determined by GEOID03.
 MK1990
 MK1990;                    North         East     Units Scale Factor Converg.
 MK1990;SPC NE       -   163,297.601   833,154.823   MT  0.99966970   +2 38 07.1
 MK1990;UTM  14      - 4,569,131.956   749,462.032   MT  1.00036596   +1 57 47.0
 MK1990;UTM  15      - 4,569,267.309   246,619.786   MT  1.00039021   -1 59 38.1
 MK1990
 MK1990                          SUPERSEDED SURVEY CONTROL
 MK1990
 MK1990  NAD 83(1986)-  41 14 06.45474(N)    096 01 24.14360(W) AD(       ) 4
 MK1990  NAD 27      -  41 14 06.45900(N)    096 01 23.08400(W) AD(       ) 3
 MK1990
 MK1990.Superseded values are not recommended for survey control.
 MK1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1990.See file dsdata.txt to determine how the superseded data were derived.
 MK1990
 MK1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4946269132(NAD 83)
 MK1990_MARKER: 42 = RADIO/TV MAST
 MK1990
 MK1990  HISTORY     - Date     Condition        Report By
 MK1990  HISTORY     - 1947     FIRST OBSERVED   CGS
 MK1990
 MK1990                          STATION DESCRIPTION
 MK1990
 MK1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1990'THE STATION IS LOCATED 0.5 MILE SOUTHWEST OF THE AK-SAR-BEN- FIELD
 MK1990'AT THE INTERSECTION OF U.S. HIGHWAY 275 AND STATE HIGHWAY 38
 MK1990'WEST OF OMAHA.  IT IS ABOUT 170 FEET HIGH, 18 FOOT SQUARE AT THE
 MK1990'BASE, PAINTED RED AND WHITE AND HAS A WOVEN WIRE FENCE AROUND THE
 MK1990'TOWER.
 MK1990'
 MK1990'THE POINT INTERSECTED WAS A STEEL ROD ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1068 ***********************************************************************
 LH1068  DESIGNATION -  ELWOOD
 LH1068  PID         -  LH1068
 LH1068  STATE/COUNTY-  NE/GOSPER
 LH1068  USGS QUAD   -  ELWOOD (1983)
 LH1068
 LH1068                         *CURRENT SURVEY CONTROL
 LH1068  ___________________________________________________________________
 LH1068* NAD 83(1995)-  40 33 27.51706(N)    099 49 43.31825(W)     ADJUSTED  
 LH1068* NAVD 88     -       815.     (meters)    2674.     (feet)  SCALED    
 LH1068  ___________________________________________________________________
 LH1068  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 LH1068  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 LH1068
 LH1068  HORZ ORDER  -  SECOND
 LH1068
 LH1068.The horizontal coordinates were established by classical geodetic methods
 LH1068.and adjusted by the National Geodetic Survey in August 1997..
 LH1068
 LH1068.The orthometric height was scaled from a topographic map.
 LH1068
 LH1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1068
 LH1068.The geoid height was determined by GEOID03.
 LH1068
 LH1068;                    North         East     Units Scale Factor Converg.
 LH1068;SPC NE       -    80,434.498   514,505.330   MT  0.99979433   +0 06 48.7
 LH1068;UTM  14      - 4,489,983.111   429,840.849   MT  0.99966059   -0 32 19.9
 LH1068
 LH1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1068!SPC NE       -   0.99987594  x   0.99979433  =   0.99967030
 LH1068!UTM  14      -   0.99987594  x   0.99966059  =   0.99953658
 LH1068
 LH1068:                Primary Azimuth Mark                     Grid Az
 LH1068:SPC NE       -  CENTRAL NEBR PUB PWR RAD TWR 1           001 24 38.0
 LH1068:UTM  14      -  CENTRAL NEBR PUB PWR RAD TWR 1           002 03 46.6
 LH1068
 LH1068|---------------------------------------------------------------------|
 LH1068| PID    Reference Object                     Distance      Geod. Az  |
 LH1068|                                                           dddmmss.s |
 LH1068| LH1064 CENTRAL NEBR PUB PWR RAD TWR 1      APPROX.14.9 KM 0013126.7 |
 LH1068| CN9243 ELWOOD RM 1                          19.026 METERS 00434     |
 LH1068| LH1060 CENTRAL NEBR PUB PWR RAD TWR 2      APPROX.15.1 KM 0262503.9 |
 LH1068| LH1059 HOPE LUTHERAN CHURCH BELFRY         APPROX.12.6 KM 0850403.9 |
 LH1068| LH1057 BERTRAND MUNICIPAL TANK             APPROX.16.8 KM 1003127.7 |
 LH1068| LH1058 BERTRAND IMMAN LUTH CH CROSS        APPROX.17.0 KM 1020447.7 |
 LH1068| LH1032 IMMANUELS LUTHERAN CH CROSS         APPROX.15.5 KM 1921820.8 |
 LH1068| CN9244 ELWOOD RM 2                          29.958 METERS 23244     |
 LH1068| LH1040 SALEM EVAN LUTHERAN CH SPIRE        APPROX.15.1 KM 2432516.4 |
 LH1068| LH1067 ELWOOD MUNICIPAL STANDPIPE          APPROX. 4.5 KM 3244307.2 |
 LH1068| CN9242 ELWOOD AZ MK                                       3532628.4 |
 LH1068|---------------------------------------------------------------------|
 LH1068
 LH1068                          SUPERSEDED SURVEY CONTROL
 LH1068
 LH1068  NAD 83(1986)-  40 33 27.52255(N)    099 49 43.32185(W) AD(       ) 2
 LH1068  NAD 27      -  40 33 27.50300(N)    099 49 41.89400(W) AD(       ) 2
 LH1068
 LH1068.Superseded values are not recommended for survey control.
 LH1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1068.See file dsdata.txt to determine how the superseded data were derived.
 LH1068
 LH1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2984189983(NAD 83)
 LH1068_MARKER: DS = TRIANGULATION STATION DISK
 LH1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1068
 LH1068  HISTORY     - Date     Condition        Report By
 LH1068  HISTORY     - 1951     MONUMENTED       CGS
 LH1068  HISTORY     - 1964     GOOD             LOCENG
 LH1068  HISTORY     - 20060513 GOOD             GEOCAC
 LH1068
 LH1068                          STATION DESCRIPTION
 LH1068
 LH1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1068'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF ELWOOD, ON
 LH1068'THE HIGHEST HILL IN THE VICINITY AND JUST SOUTHEAST OF THE CENTER
 LH1068'OF A CURVE WHERE NORTH-SOUTH GRADED ROAD CURVES AROUND THE HEAD
 LH1068'OF A CANYON.  IT IS 36.0 FEET SOUTHEAST OF THE CENTER OF A CURVE
 LH1068'IN A GRADED ROAD, 14.0 FEET NORTHWEST OF A FENCE CORNER AND 3.0
 LH1068'FEET WEST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 LH1068'STAMPED ELWOOD 1951.
 LH1068'
 LH1068'REFERENCE MARK NO. 1 IS 30.0 FEET EAST OF THE CENTER OF A
 LH1068'NORTH-SOUTH GRADED ROAD AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE
 LH1068'LINE.  IT PROJECTS 5 INCHES AND IS STAMPED ELWOOD NO 1 1951.
 LH1068'
 LH1068'REFERENCE MARK NO. 2 IS 40.0 FEET SOUTH OF THE CENTER OF THE
 LH1068'CURVE IN A GRADED ROAD AND 1.0 FOOT NORTH OF A FENCE LINE
 LH1068'WHICH CURVES TO THE SOUTH.  IT PROJECTS 5 INCHES AND IS STAMPED
 LH1068'ELWOOD NO 2 1951.
 LH1068'
 LH1068'THE DISTANCE BETWEEN REFERENCE MARKS IS 147.3 FEET.
 LH1068'
 LH1068'THE AZIMUTH MARK IS 37.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1068'GRADED ROAD, 15.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST FARM
 LH1068'LANE, 13.0 FEET EAST OF A TELEPHONE POLE AND 1.5 FEET SOUTHWEST
 LH1068'OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED ELWOOD
 LH1068'1951.
 LH1068'
 LH1068'TO REACH THE STATION FROM THE POST OFFICE IN ELWOOD, GO EAST ON
 LH1068'STATE HIGHWAY 23 FOR 1.55 MILES TO A CROSSROAD.  TURN RIGHT, SOUTH,
 LH1068'ON A GRADED ROAD FOR 1.35 MILES TO A FARM LANE LEADING WEST AND THE
 LH1068'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH ON THE
 LH1068'GRADED ROAD FOR 1.0 MILE TO WHERE IT CURVES AROUND THE HEAD OF A
 LH1068'CANYON AND TO THE TOP OF THE HILL AND THE STATION ON THE LEFT
 LH1068'AS DESCRIBED.
 LH1068'
 LH1068'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1068
 LH1068                          STATION RECOVERY (1964)
 LH1068
 LH1068'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964 (MSF)
 LH1068'ELWOOD 1951 (STA.) RECOVERED GOOD.
 LH1068'
 LH1068'ELWOOD NO 1 1951 RECOVERED GOOD.
 LH1068'
 LH1068'ELWOOD NO 2 1951 RECOVERED GOOD.
 LH1068'
 LH1068'ELWOOD 1951 (AZ. MK.) RECOVERED GOOD.
 LH1068
 LH1068                          STATION RECOVERY (2006)
 LH1068
 LH1068'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1068'FOUND THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IN
 LH1068'GOOD CONDITION.  THE STATION AND BOTH REFERENCE MARKS ARE ALONG THE
 LH1068'EAST SIDE OF COUNTY ROAD 428.  REFERENCE MARK NO. 2 IS NOW LOCATED
 LH1068'ABOUT SEVEN FEET SOUTH OF A BARBED WIRE FENCE.  SEARCHED FOR BUT COULD
 LH1068'NOT FIND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1066 ***********************************************************************
 LH1066  DESIGNATION -  ELWOOD GRADE SCHOOL BELFRY
 LH1066  PID         -  LH1066
 LH1066  STATE/COUNTY-  NE/GOSPER
 LH1066  USGS QUAD   -  ELWOOD (1983)
 LH1066
 LH1066                         *CURRENT SURVEY CONTROL
 LH1066  ___________________________________________________________________
 LH1066* NAD 83(1995)-  40 35 13.33584(N)    099 51 39.35546(W)     ADJUSTED  
 LH1066* NAVD 88     -                                                        
 LH1066  ___________________________________________________________________
 LH1066  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LH1066  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 LH1066
 LH1066  HORZ ORDER  -  THIRD
 LH1066
 LH1066.The horizontal coordinates were established by classical geodetic methods
 LH1066.and adjusted by the National Geodetic Survey in August 1997..
 LH1066
 LH1066
 LH1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1066
 LH1066.The geoid height was determined by GEOID03.
 LH1066
 LH1066;                    North         East     Units Scale Factor Converg.
 LH1066;SPC NE       -    83,692.997   511,770.704   MT  0.99978606   +0 05 31.8
 LH1066;UTM  14      - 4,493,272.115   427,143.843   MT  0.99966533   -0 33 36.5
 LH1066
 LH1066                          SUPERSEDED SURVEY CONTROL
 LH1066
 LH1066  NAD 83(1986)-  40 35 13.34078(N)    099 51 39.35882(W) AD(       ) 4
 LH1066  NAD 27      -  40 35 13.32000(N)    099 51 37.93000(W) AD(       ) 3
 LH1066
 LH1066.Superseded values are not recommended for survey control.
 LH1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1066.See file dsdata.txt to determine how the superseded data were derived.
 LH1066
 LH1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2714493272(NAD 83)
 LH1066_MARKER: 75 = BELFRY
 LH1066
 LH1066  HISTORY     - Date     Condition        Report By
 LH1066  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1066  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH1066
 LH1066                          STATION DESCRIPTION
 LH1066
 LH1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1066'ELWOOD PUBLIC GRADE SCHOOL.  RED BRICK BUILDING WITH OPEN BELFRY,
 LH1066'LOCATED ON SOUTH SIDE OF TOWN.  OBSERVED UPON FINIAL OF BELFRY.
 LH1066'
 LH1066'OBSERVED FROM GOLD AND BRACE.
 LH1066
 LH1066                          STATION RECOVERY (2006)
 LH1066
 LH1066'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1066'THE SITE IS NOW OCCUPIED BY A MODERN BUILDING SERVING AS AN ASSISTED
 LH1066'LIVING FACILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1067 ***********************************************************************
 LH1067  DESIGNATION -  ELWOOD MUNICIPAL STANDPIPE
 LH1067  PID         -  LH1067
 LH1067  STATE/COUNTY-  NE/GOSPER
 LH1067  USGS QUAD   -  ELWOOD (1983)
 LH1067
 LH1067                         *CURRENT SURVEY CONTROL
 LH1067  ___________________________________________________________________
 LH1067* NAD 83(1995)-  40 35 25.56002(N)    099 51 32.89172(W)     ADJUSTED  
 LH1067* NAVD 88     -                                                        
 LH1067  ___________________________________________________________________
 LH1067  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 LH1067  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 LH1067
 LH1067  HORZ ORDER  -  THIRD
 LH1067
 LH1067.The horizontal coordinates were established by classical geodetic methods
 LH1067.and adjusted by the National Geodetic Survey in August 1997..
 LH1067
 LH1067
 LH1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1067
 LH1067.The geoid height was determined by GEOID03.
 LH1067
 LH1067;                    North         East     Units Scale Factor Converg.
 LH1067;SPC NE       -    84,070.230   511,922.060   MT  0.99978512   +0 05 36.1
 LH1067;UTM  14      - 4,493,647.555   427,299.465   MT  0.99966506   -0 33 32.5
 LH1067
 LH1067                          SUPERSEDED SURVEY CONTROL
 LH1067
 LH1067  NAD 83(1986)-  40 35 25.56501(N)    099 51 32.89505(W) AD(       ) 4
 LH1067  NAD 27      -  40 35 25.55100(N)    099 51 31.46400(W) AD(       ) 3
 LH1067
 LH1067.Superseded values are not recommended for survey control.
 LH1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1067.See file dsdata.txt to determine how the superseded data were derived.
 LH1067
 LH1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2729993648(NAD 83)
 LH1067_MARKER: 52 = STANDPIPE TANK
 LH1067
 LH1067  HISTORY     - Date     Condition        Report By
 LH1067  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1067  HISTORY     - 1951     GOOD             CGS
 LH1067  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH1067
 LH1067                          STATION DESCRIPTION
 LH1067
 LH1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1067'ELWOOD MUNICIPAL STANDPIPE, STEEL, ABOUT 90 FEET HIGH, 7 FEET IN
 LH1067'DIAMETER, LOCATED ON NORTH SIDE OF MAIN STREET, WHICH IS ALSO
 LH1067'STATE HIGHWAY 21.  OBSERVED CENTER.
 LH1067'
 LH1067'OBSERVED FROM GOLD, BRACE, MUDDY, AND EARL.
 LH1067
 LH1067                          STATION RECOVERY (1951)
 LH1067
 LH1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1067'THE STATION IS LOCATED IN THE EAST EDGE OF THE TOWN OF ELMWOOD,
 LH1067'60 FEET NORTH OF THE CENTER OF STATE HIGHWAY 23 AND 30 FEET EAST
 LH1067'OF THE CENTER OF A NORTH-SOUTH ALLEY.
 LH1067'
 LH1067'IT IS A CYLINDRICAL STEEL STRUCTURE WITH A FLAT TOP AND THE
 LH1067'OVERALL HEIGHT IS 98 FEET.
 LH1067'
 LH1067'THE POINT OBSERVED UPON WAS THE CENTER OF THE STANDPIPE.
 LH1067'
 LH1067'PROBABLY THE SAME STATION AS LOCATED IN 1934.
 LH1067
 LH1067                          STATION RECOVERY (2006)
 LH1067
 LH1067'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1067'THE SITE IS NOW OCCUPIED BY THE ELWOOD PUBLIC LIBRARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1179 ***********************************************************************
 LG1179  DESIGNATION -  EMERALD
 LG1179  PID         -  LG1179
 LG1179  STATE/COUNTY-  NE/LANCASTER
 LG1179  USGS QUAD   -  EMERALD (1978)
 LG1179
 LG1179                         *CURRENT SURVEY CONTROL
 LG1179  ___________________________________________________________________
 LG1179* NAD 83(1995)-  40 47 57.20635(N)    096 50 17.59628(W)     ADJUSTED  
 LG1179* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 LG1179  ___________________________________________________________________
 LG1179  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 LG1179  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 LG1179
 LG1179  HORZ ORDER  -  SECOND
 LG1179
 LG1179.The horizontal coordinates were established by classical geodetic methods
 LG1179.and adjusted by the National Geodetic Survey in August 1997..
 LG1179
 LG1179.The orthometric height was scaled from a topographic map.
 LG1179
 LG1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1179
 LG1179.The geoid height was determined by GEOID03.
 LG1179
 LG1179;                    North         East     Units Scale Factor Converg.
 LG1179;SPC NE       -   112,117.700   766,692.023   MT  0.99973407   +2 05 43.1
 LG1179;UTM  14      - 4,518,717.944   682,365.895   MT  1.00000936   +1 24 46.5
 LG1179
 LG1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1179!SPC NE       -   0.99994012  x   0.99973407  =   0.99967421
 LG1179!UTM  14      -   0.99994012  x   1.00000936  =   0.99994948
 LG1179
 LG1179|---------------------------------------------------------------------|
 LG1179| PID    Reference Object                     Distance      Geod. Az  |
 LG1179|                                                           dddmmss.s |
 LG1179| CL6472 EMERALD RM 1 RESET                   19.578 METERS 00102     |
 LG1179| CL6471 EMERALD RM 1                         19.647 METERS 00118     |
 LG1179| CL6470 EMERALD AZ MK RESET                                02436     |
 LG1179| CL6469 EMERALD AZ MK                                      0250016.9 |
 LG1179| LG1124 LINCOLN ST THOMAS ORPHAN CROSS                     08758     |
 LG1179| CL6473 EMERALD RM 2                          9.107 METERS 08946     |
 LG1179| LG1112 LINCOLN STATE HOSPITAL TANK                        10701     |
 LG1179| LG1184 EMERALD ST JOHNS LUTHERAN CH        APPROX. 3.8 KM 2944124.5 |
 LG1179|---------------------------------------------------------------------|
 LG1179
 LG1179                          SUPERSEDED SURVEY CONTROL
 LG1179
 LG1179  NAD 83(1986)-  40 47 57.21646(N)    096 50 17.59443(W) AD(       ) 2
 LG1179  NAD 27      -  40 47 57.19300(N)    096 50 16.51900(W) AD(       ) 2
 LG1179
 LG1179.Superseded values are not recommended for survey control.
 LG1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1179.See file dsdata.txt to determine how the superseded data were derived.
 LG1179
 LG1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8236618718(NAD 83)
 LG1179_MARKER: DS = TRIANGULATION STATION DISK
 LG1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1179_STAMPING: EMERALD 1947
 LG1179_MARK LOGO: CGS   
 LG1179_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1179+STABILITY: SURFACE MOTION
 LG1179
 LG1179  HISTORY     - Date     Condition        Report By
 LG1179  HISTORY     - 1947     MONUMENTED       CGS
 LG1179  HISTORY     - 1966     GOOD             NEDR
 LG1179  HISTORY     - 1968     GOOD             CGS
 LG1179  HISTORY     - 1976     GOOD             NGS
 LG1179  HISTORY     - 1976     GOOD             NGS
 LG1179  HISTORY     - 1981     GOOD             LOCENG
 LG1179  HISTORY     - 19881017 SEE DESCRIPTION  NGS
 LG1179
 LG1179                          STATION DESCRIPTION
 LG1179
 LG1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1179'THE STATION IS LOCATED ABOUT 8.0 MILES DUE WEST OF THE CENTER
 LG1179'OF LINCOLN AND 1.0 MILE SOUTH OF THE SMALL SETTLEMENT OF
 LG1179'EMERALD.  IT IS 0.1 MILE WEST OF NORTH-SOUTH GRAVEL ROAD
 LG1179'AND 33 FEET SOUTH OF EAST-WEST ROAD.  IT IS STAMPED EMERALD
 LG1179'1947 AND PROJECTS 6 INCHES.
 LG1179'
 LG1179'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 33 FEET NORTH
 LG1179'OF THE CENTER OF EAST-WEST ROAD AND 1 FOOT SOUTH OF EAST-WEST
 LG1179'FENCE LINE.  IT IS STAMPED EMERALD NO 1 1947 AND PROJECTS 6 INCHES.
 LG1179'
 LG1179'REFERENCE MARK NO 2 IS EAST OF THE STATION, 33 FEET SOUTH
 LG1179'OF THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT SOUTH OF EAST-
 LG1179'WEST FENCE LINE.  IT IS STAMPED EMERALD NO 2 1947 AND PROJECTS
 LG1179'6 INCHES.
 LG1179'
 LG1179'THE AZIMUTH MARK IS ABOUT 1.2 MILES NORTH-NORTHEAST OF THE
 LG1179'STATION, 0.25 MILE EAST OF THE SKELLY SERVICE STATION, 65
 LG1179'FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO 6 AND 1 FOOT SOUTH
 LG1179'OF EAST-WEST FENCE LINE.  IT IS STAMPED EMERALD 1947 AND PROJECTS
 LG1179'6 INCHES.  TO REACH FROM THE SKELLY SERVICE STATION IN THE WEST
 LG1179'EDGE OF EMERALD, GO EAST ON U.S. HIGHWAY NO 6 FOR 0.25 MILE TO THE
 LG1179'MARK ON THE NORTH SIDE OF THE HIGHWAY AS DESCRIBED.
 LG1179'
 LG1179'TO REACH THE STATION FROM THE SKELLY SERVICE STATION IN THE
 LG1179'WEST EDGE OF EMERALD, GO SOUTH ON GRAVEL ROAD FOR 1.0 MILE TO
 LG1179'CROSSROAD, TURN RIGHT AND GO WEST FOR 0.1 MILE TO THE TOP
 LG1179'OF A SMALL RIDGE AND STATION ON THE SOUTH SIDE IN FENCE LINE
 LG1179'AS DESCRIBED.
 LG1179'
 LG1179'A 74 FOOT SIGNAL AT STATION MILFORD IS VISIBLE AT 10 FEET.
 LG1179'
 LG1179'A 47 FOOT SIGNAL AT STATION HAPPY IS VISIBLE AT 10 FEET.
 LG1179'
 LG1179'A 47 FOOT SIGNAL AT STATION CORN IS VISIBLE AT 10 FEET.
 LG1179'
 LG1179'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 METERS.
 LG1179
 LG1179                          STATION RECOVERY (1966)
 LG1179
 LG1179'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1966 (HED)
 LG1179'THE STATION AND R.M. NO. 2 WERE RECOVERED IN GOOD CONDITION
 LG1179'AS PREVIOUSLY DESCRIBED.  R.M. NO. 1 DISK WAS FOUND BUT THE
 LG1179'REFERENCE MARK WAS DESTROYED.  THE AZIMUTH MARK WAS NOT FOUND.
 LG1179'
 LG1179'R.M. NO. 1 WAS RESET IN APPROXIMATELY THE SAME LOCATION,
 LG1179'USING THE ORIGINAL BRASS CAP STAMPED, EMERALD REF. NO. 1,
 LG1179'RESET 1966.
 LG1179'
 LG1179'THE AZIMUTH MARK WAS RESET IN APPROXIMATELY THE SAME AREA
 LG1179'USING A NEW NEBRASKA DEPARTMENT OF ROADS STANDARD AZIMUTH
 LG1179'MARK DISK STAMPED, EMERALD 1947, RESET 1966, 1 MILE NORTH
 LG1179'OF THE STATION AND 0.3 OF A MILE EAST ON HIGHWAY NO. 6, 60 FT.
 LG1179'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FT. WEST OF A WITNESS
 LG1179'POST AND BY THE WEST GATE POST TO THE GOVERNMENT GRAIN BINS.
 LG1179'
 LG1179'TO REACH, INFORMATION FOR THE STATION IS ADEQUATE.  ADDITIONAL
 LG1179'INFORMATION- FROM THE INTERSECTION AT 10TH AND O STREETS IN
 LG1179'LINCOLN, NEBRASKA, PROCEED WEST ON O STREET (HIGHWAY NO. 6)
 LG1179'FOR 6.7 MILES TO A NORTH-SOUTH SECTION LINE ROAD (STATE SPUR
 LG1179'NO. 806), TURN LEFT, (SOUTH) AND CONTINUE FOR 1 MILE TO AN
 LG1179'EAST-WEST SECTION LINE GRAVELED ROAD, TURN RIGHT (WEST) AND
 LG1179'PROCEED FOR 0.15 MILE TO STATION AS PREVIOUSLY DESCRIBED.
 LG1179
 LG1179                          STATION RECOVERY (1968)
 LG1179
 LG1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG1179'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 LG1179'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH
 LG1179'MARK WERE DESTROYED BY ROAD CONSTRUCTION.
 LG1179'
 LG1179'A NEW REFERENCE MARK AND AN AZIMUTH MARK WERE SET BY THE
 LG1179'DEPARTMENT OF ROADS IN LINCOLN.
 LG1179'
 LG1179'FOLLOWING IS A NEW DESCRIPTION.
 LG1179'
 LG1179'TO REACH THE STATION FROM THE CROSSROAD IN EMERALD, GO SOUTH
 LG1179'ON A SURFACED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 LG1179'WEST ON A GRAVELED ROAD FOR 0.1 MILE TO TOP OF HILL AND THE
 LG1179'STATION ON THE LEFT.  (TO REACH THE AZIMUTH MARK FROM THE
 LG1179'CROSSROAD IN EMERALD, GO EAST ON U.S. HIGHWAY 6 FOR 0.3 MILE TO
 LG1179'DRIVEWAY LEADING TO STORAGE BINS AND THE AZIMUTH MARK ON THE
 LG1179'LEFT.)
 LG1179'
 LG1179'STATION MARK, A STANDARD DISK STAMPED EMERALD 1947, IS SET
 LG1179'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 LG1179'IT IS 31.5 FEET SOUTH OF THE CENTER OF ROAD, 6 FEET EAST-NORTHEAST
 LG1179'OF A LARGE BRACE POST, 2.5 FEET NORTH OF A FENCE, AND 2 FEET
 LG1179'NORTH-NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 LG1179'MARK WAS NOT INSPECTED.
 LG1179'
 LG1179'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EMERALD NO. 1
 LG1179'1947 IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 LG1179'WITH THE SURFACE OF THE GROUND.  IT IS 32.5 FEET NORTH OF THE
 LG1179'CENTER OF ROAD, 9 FEET EAST OF A POWERLINE POLE, AND IN AN
 LG1179'EAST-WEST FENCELINE.
 LG1179'
 LG1179'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EMERALD NO. 2
 LG1179'1947, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LG1179'4 INCHES.  IT IS 36 FEET EAST OF A LARGE BRACE POST, 30 FEET
 LG1179'SOUTH OF THE CENTER OF ROAD, AND 2.5 FEET NORTH OF A FENCE.
 LG1179'
 LG1179'AZIMUTH MARK, IS A DEPARTMENT OF ROADS DISK STAMPED EMERALD
 LG1179'1947 RESET 1966, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LG1179'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 73 FEET NORTH
 LG1179'OF THE CENTER OF U.S. HIGHWAY 6, 1.5 FEET SOUTH-SOUTHWEST OF WEST
 LG1179'GATE POST, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, AT THE
 LG1179'WEST SIDE OF DRIVEWAY AND AT SOUTH SIDE OF A CYCLONE FENCE
 LG1179'AROUND STORAGE BINS.
 LG1179'
 LG1179'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.0 MILE SOUTH OF
 LG1179'EMERALD.
 LG1179
 LG1179                          STATION RECOVERY (1976)
 LG1179
 LG1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HED)
 LG1179'REFER TO QUAD 400964 PAGE 1024 STATION, REF 1 REF 2 AND AZIMUTH
 LG1179'FOUND IN GOOD CONDITION AS DESCRIBED.
 LG1179'
 LG1179'NEAREST TOWN--EMERALD.
 LG1179
 LG1179                          STATION RECOVERY (1976)
 LG1179
 LG1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1179'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK 1966
 LG1179'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.
 LG1179'
 LG1179'A 3/4 INCH REBAR, 3 FEET IN LENGTH WAS DRIVEN INTO THE GROUND BESIDE
 LG1179'THE STATION MARK AND THE AZIMUTH MARK.
 LG1179'
 LG1179'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE SOUTH OF
 LG1179'EMERALD.
 LG1179
 LG1179                          STATION RECOVERY (1981)
 LG1179
 LG1179'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1179'EMERALD 1947 RECOVERED (GOOD).
 LG1179'
 LG1179'EMERALD NO. 1 1947 RECOVERED (GOOD).
 LG1179'
 LG1179'EMERALD NO. 2 1947 RECOVERED (GOOD).
 LG1179'
 LG1179'DESCRIPTION ADEQUATE.
 LG1179'
 LG1179'(STATION MARK) AZI MARK STAMPED EMERALD 1947 RESET 1966.
 LG1179'
 LG1179'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MI SOUTH OF EMERALD.
 LG1179
 LG1179                          STATION RECOVERY (1988)
 LG1179
 LG1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG1179'THE OLD SURFACE MARK WAS FOUND DESTROYED.  A NEW SURFACE MARK WAS SET
 LG1179'DIRECTLY OVER THE ORIGINAL UNDERGROUND MARK, USING AN OPTICAL PLUMMET.
 LG1179'CHECK ANGLES WERE OBTAINED TO DISTANT OBJECTS.  FOR FURTHER DETAILS,
 LG1179'SEE THE DESCRIPTION TO EMERALD RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4112 ***********************************************************************
 AB4112  HT_MOD      -  This is a Height Modernization Survey Station.
 AB4112  CBN         -  This is a Cooperative Base Network Control Station.
 AB4112  DESIGNATION -  EMERALD RESET
 AB4112  PID         -  AB4112
 AB4112  STATE/COUNTY-  NE/LANCASTER
 AB4112  USGS QUAD   -  EMERALD (1978)
 AB4112
 AB4112                         *CURRENT SURVEY CONTROL
 AB4112  ___________________________________________________________________
 AB4112* NAD 83(1995)-  40 47 57.20788(N)    096 50 17.59586(W)     ADJUSTED  
 AB4112* NAVD 88     -       408.47   (meters)    1340.1    (feet)  GPS OBS   
 AB4112  ___________________________________________________________________
 AB4112  X           -    -575,742.702 (meters)                     COMP
 AB4112  Y           -  -4,801,080.447 (meters)                     COMP
 AB4112  Z           -   4,145,819.867 (meters)                     COMP
 AB4112  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 AB4112  ELLIP HEIGHT-         382.09  (meters)          (07/10/01) GPS OBS
 AB4112  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AB4112
 AB4112  HORZ ORDER  -  B
 AB4112  ELLP ORDER  -  FOURTH    CLASS I
 AB4112
 AB4112.The horizontal coordinates were established by GPS observations
 AB4112.and adjusted by the National Geodetic Survey in June 1996..
 AB4112
 AB4112.The orthometric height was determined by GPS observations and a
 AB4112.high-resolution geoid model using precise GPS observation and
 AB4112.processing techniques.
 AB4112
 AB4112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4112
 AB4112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4112
 AB4112.The ellipsoidal height was determined by GPS observations
 AB4112.and is referenced to NAD 83.
 AB4112
 AB4112.The geoid height was determined by GEOID03.
 AB4112
 AB4112;                    North         East     Units Scale Factor Converg.
 AB4112;SPC NE       -   112,117.748   766,692.031   MT  0.99973407   +2 05 43.1
 AB4112;UTM  14      - 4,518,717.991   682,365.904   MT  1.00000936   +1 24 46.5
 AB4112
 AB4112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4112!SPC NE       -   0.99994007  x   0.99973407  =   0.99967415
 AB4112!UTM  14      -   0.99994007  x   1.00000936  =   0.99994943
 AB4112
 AB4112                          SUPERSEDED SURVEY CONTROL
 AB4112
 AB4112  ELLIP H (06/25/96)  382.17   (m)                       GP(       ) 1 1
 AB4112
 AB4112.Superseded values are not recommended for survey control.
 AB4112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4112.See file dsdata.txt to determine how the superseded data were derived.
 AB4112
 AB4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8236618718(NAD 83)
 AB4112_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4112_STAMPING: EMERALD 1947 1988
 AB4112_MARK LOGO: NGS   
 AB4112_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4112+STABILITY: SURFACE MOTION
 AB4112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4112+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2006
 AB4112
 AB4112  HISTORY     - Date     Condition        Report By
 AB4112  HISTORY     - 1988     MONUMENTED       NGS
 AB4112  HISTORY     - 20000605 GOOD             NEDR
 AB4112  HISTORY     - 2002     GOOD             NEDR
 AB4112  HISTORY     - 20060205 GOOD             GEOCAC
 AB4112
 AB4112                          STATION DESCRIPTION
 AB4112
 AB4112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 AB4112'THE MARK IS LOCATED ABOUT 6 MI (9.7 KM) WEST OF LINCOLN, 4 MI (6.4 KM)
 AB4112'NORTH OF DENTON, 1 MI (1.6 KM) SOUTH OF EMERALD, IN THE NE1/4, SEC34,
 AB4112'T10N, R5E AND ON THE SOUTH RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD,
 AB4112'WEST A STREET.  TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 34
 AB4112'AND STATE HIGHWAY 55A SPUR, WEST O STREET AND NORTHWEST 84TH STREET,
 AB4112'IN EMERALD, GO SOUTH ON NORTHWEST 84TH STREET FOR 1.0 MI (1.6 KM) TO A
 AB4112'GRAVELED CROSSROAD.  TURN RIGHT AND GO WEST ON WEST A STREET FOR 0.1
 AB4112'MI (0.2 KM) TO THE MARK ON THE LEFT, AT A FIELD ENTRANCE.  THE DISK IS
 AB4112'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 0.25 FT
 AB4112'(7.62 CM) ABOVE THE GROUND SURFACE.  IT IS 31.0 FT (9.4 M) SOUTH OF
 AB4112'THE CENTERLINE OF WEST A STREET, 7.0 FT (2.1 M) WEST OF A WITNESS POST
 AB4112'AND 2.5 FT (0.8 M) NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  REBAR WAS
 AB4112'DRIVEN ALONG THE WEST SIDE OF THE MARK.
 AB4112
 AB4112                          STATION RECOVERY (2000)
 AB4112
 AB4112'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4112'RECOVERED AS DESCRIBED.
 AB4112
 AB4112                          STATION RECOVERY (2002)
 AB4112
 AB4112'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 AB4112'RECOVERED AS DESCRIBED.
 AB4112
 AB4112                          STATION RECOVERY (2006)
 AB4112
 AB4112'RECOVERY NOTE BY GEOCACHING 2006 (MDF)
 AB4112'AS DESCRIBED, EXCEPT THE MARK IS APPROX 2.1 M (7 .0 FT) EAST OF A
 AB4112'WITNESS POST, AND THE SOUTH RIGHT-OF-WAY FENCE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1184 ***********************************************************************
 LG1184  DESIGNATION -  EMERALD ST JOHNS LUTHERAN CH
 LG1184  PID         -  LG1184
 LG1184  STATE/COUNTY-  NE/LANCASTER
 LG1184  USGS QUAD   -  PLEASANT DALE (1972)
 LG1184
 LG1184                         *CURRENT SURVEY CONTROL
 LG1184  ___________________________________________________________________
 LG1184* NAD 83(1995)-  40 48 49.17694(N)    096 52 46.46059(W)     ADJUSTED  
 LG1184* NAVD 88     -                                                        
 LG1184  ___________________________________________________________________
 LG1184  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 LG1184  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 LG1184
 LG1184  HORZ ORDER  -  THIRD
 LG1184
 LG1184.The horizontal coordinates were established by classical geodetic methods
 LG1184.and adjusted by the National Geodetic Survey in August 1997..
 LG1184
 LG1184
 LG1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1184
 LG1184.The geoid height was determined by GEOID03.
 LG1184
 LG1184;                    North         East     Units Scale Factor Converg.
 LG1184;SPC NE       -   113,592.659   763,147.795   MT  0.99973102   +2 04 04.4
 LG1184;UTM  14      - 4,520,235.393   678,838.525   MT  0.99999367   +1 23 10.6
 LG1184
 LG1184                          SUPERSEDED SURVEY CONTROL
 LG1184
 LG1184  NAD 83(1986)-  40 48 49.18683(N)    096 52 46.45846(W) AD(       ) 4
 LG1184  NAD 27      -  40 48 49.16000(N)    096 52 45.38000(W) AD(       ) 3
 LG1184
 LG1184.Superseded values are not recommended for survey control.
 LG1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1184.See file dsdata.txt to determine how the superseded data were derived.
 LG1184
 LG1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7883920235(NAD 83)
 LG1184_MARKER: 90 = CHURCH SPIRE
 LG1184
 LG1184  HISTORY     - Date     Condition        Report By
 LG1184  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1184  HISTORY     - 20010817 MARK NOT FOUND   USPSQD
 LG1184
 LG1184                          STATION DESCRIPTION
 LG1184
 LG1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1184'THE STATION IS THE SPIRE ON THE TOP OF THE ST JOHNS EVANGELICAL
 LG1184'LUTHERAN CHURCH, LOCATED ABOUT 2.0 MILES WEST OF THE SMALL
 LG1184'SETTLEMENT OF EMERALD ALONG U.S. HIGHWAY NO 6.  IT IS A WHITE
 LG1184'FRAME STRUCTURE WITH A CONE SHAPED CUPOLA OVER THE NORTH
 LG1184'AND MAIN ENTRANCE WITH A SPIRE ON TOP OF CUPOLA.  POINT OBSERVED
 LG1184'UPON, SPIRE ON TOP OF CUPOLA.
 LG1184
 LG1184                          STATION RECOVERY (2001)
 LG1184
 LG1184'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1184'CHURCH NO LONGER EXISTS.  SITE LOCATED AT U.S. HIGYWAY 6 AND S.W.
 LG1184'112TH STREET, 2.5 MILES WEST OF EMERALD, NEBR.  THE CHURCH BURNED MANY
 LG1184'YEARS AGO AND WAS SUBSEQUENTLY TORN DOWN.  SITE OF CHURCH IS NOW A
 LG1184'PRIVATE HOME.  THE STATION SHOULD BE DELETED FROM THE DATA BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0685 ***********************************************************************
 NN0685  DESIGNATION -  EMMET
 NN0685  PID         -  NN0685
 NN0685  STATE/COUNTY-  NE/HOLT
 NN0685  USGS QUAD   -  EMMET (1986)
 NN0685
 NN0685                         *CURRENT SURVEY CONTROL
 NN0685  ___________________________________________________________________
 NN0685* NAD 83(1995)-  42 28 47.56493(N)    098 47 49.96135(W)     ADJUSTED  
 NN0685* NAVD 88     -       629.     (meters)    2064.     (feet)  SCALED    
 NN0685  ___________________________________________________________________
 NN0685  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 NN0685  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 NN0685
 NN0685  HORZ ORDER  -  SECOND
 NN0685
 NN0685.The horizontal coordinates were established by classical geodetic methods
 NN0685.and adjusted by the National Geodetic Survey in August 1997..
 NN0685
 NN0685.The orthometric height was scaled from a topographic map.
 NN0685
 NN0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0685
 NN0685.The geoid height was determined by GEOID03.
 NN0685
 NN0685;                    North         East     Units Scale Factor Converg.
 NN0685;SPC NE       -   294,536.101   598,877.072   MT  0.99980325   +0 47 49.5
 NN0685;UTM  14      - 4,703,078.813   516,667.692   MT  0.99960342   +0 08 13.0
 NN0685
 NN0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0685!SPC NE       -   0.99990512  x   0.99980325  =   0.99970839
 NN0685!UTM  14      -   0.99990512  x   0.99960342  =   0.99950858
 NN0685
 NN0685|---------------------------------------------------------------------|
 NN0685| PID    Reference Object                     Distance      Geod. Az  |
 NN0685|                                                           dddmmss.s |
 NN0685| CO3062 EMMET RM 1                           72.332 METERS 14053     |
 NN0685| CO3063 EMMET RM 2                           63.112 METERS 20726     |
 NN0685| CO3061 EMMET AZ MK                                        2625630.0 |
 NN0685|---------------------------------------------------------------------|
 NN0685
 NN0685                          SUPERSEDED SURVEY CONTROL
 NN0685
 NN0685  NAD 83(1986)-  42 28 47.57089(N)    098 47 49.96829(W) AD(       ) 2
 NN0685  NAD 27      -  42 28 47.55900(N)    098 47 48.63700(W) AD(       ) 2
 NN0685
 NN0685.Superseded values are not recommended for survey control.
 NN0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0685.See file dsdata.txt to determine how the superseded data were derived.
 NN0685
 NN0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1666803079(NAD 83)
 NN0685_MARKER: DS = TRIANGULATION STATION DISK
 NN0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0685
 NN0685  HISTORY     - Date     Condition        Report By
 NN0685  HISTORY     - 1949     MONUMENTED       CGS
 NN0685  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NN0685
 NN0685                          STATION DESCRIPTION
 NN0685
 NN0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0685'THE STATION IS LOCATED ABOUT 10.0 MILES EAST OF ATKINSON, 9.0
 NN0685'MILES WEST OF O NEILL AND 0.5 MILE EAST OF EMMET ON LAND OWNED
 NN0685'BY MRS. CHAS. FOX.  IT IS IN THE SOUTH EDGE OF PASTURE, 200
 NN0685'FEET NORTH OF EAST-WEST FENCE LINE IN GROVE OF COTTONWOOD TREES
 NN0685'AND 3.5 FEET SOUTH OF WITNESS POST.  IT IS STAMPED EMMET 1949
 NN0685'AND PROJECTS 3 INCHES.
 NN0685'
 NN0685'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 30 FEET NORTH OF
 NN0685'THE CENTER OF U.S. HIGHWAY 20 AND 1 FOOT NORTH OF EAST-WEST
 NN0685'FENCE LINE.  IT IS STAMPED EMMET NO 1 1949 AND PROJECTS 3
 NN0685'INCHES.
 NN0685'
 NN0685'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, 30
 NN0685'FEET NORTH OF U.S. HIGHWAY 20, 21 FEET WEST OF THE WEST END
 NN0685'OF GATE, 3 FEET NORTHEAST OF TELEPHONE POLE NO. 4 AND 1 FOOT
 NN0685'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED EMMET NO 2 1949
 NN0685'AND PROJECTS 2 INCHES.
 NN0685'
 NN0685'THE AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 33 FEET WEST
 NN0685'OF NORTH-SOUTH ROAD, 27 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 NN0685'20, 2 FEET EAST OF POWER LINE POLE AND 2 FEET WEST OF WITNESS
 NN0685'POST.  IT IS STAMPED EMMET 1949 AND PROJECTS 2 INCHES.
 NN0685'
 NN0685'TO REACH THE STATION FROM T-INTERSECTION ON U.S. HIGHWAY
 NN0685'20 JUST EAST OF TEXACO SERVICE STATION AND CAFE IN THE NORTH PART
 NN0685'OF EMMET, GO EAST ON U.S. HIGHWAY 20 FOR 0.15 MILE TO CROSSROADS
 NN0685'AND AZIMUTH MARK IN THE NORTHWEST ANGLE AS DESCRIBED, CONTINUE
 NN0685'EAST ON U.S. HIGHWAY 20 FOR 0.35 MILE TO GATE ON THE LEFT,
 NN0685'TURN LEFT THROUGH GATE AND GO NORTH FOR 0.05 MILE TO GROVE OF
 NN0685'COTTONWOOD TREES AND STATION AS DESCRIBED.
 NN0685'
 NN0685'AN 87 FOOT SIGNAL AT STATION ONEILL IS VISIBLE AT 64 FEET.
 NN0685'
 NN0685'A 74 FOOT SIGNAL AT STATION PORT IS VISIBLE AT 64 FEET.
 NN0685'
 NN0685'A 47 FOOT SIGNAL AT STATION SCHAFFER IS VISIBLE AT 64 FEET.
 NN0685'
 NN0685'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 64 FEET.
 NN0685'
 NN0685'A 74 FOOT SIGNAL AT STATION BELT IS VISIBLE AT 50 FEET.
 NN0685'
 NN0685'AN 87 FOOT SIGNAL AT STATION ATKINSON IS VISIBLE AT 50 FEET.
 NN0685'
 NN0685'AN 87 FOOT SIGNAL AT STATION PLEASANT IS VISIBLE AT 37 FEET.
 NN0685'
 NN0685'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NN0685
 NN0685                          STATION RECOVERY (1975)
 NN0685
 NN0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NN0685'THE SURFACE STATION MARK, THE UNDERGROUND STATION MARK, REFERENCE
 NN0685'MARK 1 AND REFERENCE MARK 2 WERE RECOVERED LYING ON TOP THE
 NN0685'GROUND IN A FENCELINE ALONG THE NORTH SIDE OF US HIGHWAY 20.
 NN0685'IT WAS LEARNED THIS DATE THAT WHEN THE TREE LINE WAS DOZED DOWN
 NN0685'AND GRAVEL HAULED OUT THE MARKERS WERE PUT BY THE FENCELINE.
 NN0685'THE AZIMUTH MARK WAS SEARCHED FOR AND COULD NOT BE FOUND, A NEW
 NN0685'HOUSE WAS BUILT AT THE AREA OF THE MARK AND PROBABLY THE MARKER WAS
 NN0685'DESTROYED AT THAT TIME, AN UNDERGROUND SPRINKLE SYSTEM IS IN
 NN0685'THE AREA AND PRODING FOR THE MARK WAS PROHIBITED.
 NN0685'
 NN0685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE
 NN0685'EAST OF EMMET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0947 ***********************************************************************
 LG0947  DESIGNATION -  ENGLAND
 LG0947  PID         -  LG0947
 LG0947  STATE/COUNTY-  NE/CLAY
 LG0947  USGS QUAD   -  STOCKHAM (1969)
 LG0947
 LG0947                         *CURRENT SURVEY CONTROL
 LG0947  ___________________________________________________________________
 LG0947* NAD 83(1995)-  40 39 17.64736(N)    097 59 31.41774(W)     ADJUSTED  
 LG0947* NAVD 88     -       538.1    (meters)    1765.     (feet)  VERTCON   
 LG0947  ___________________________________________________________________
 LG0947  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 LG0947  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 LG0947
 LG0947  HORZ ORDER  -  FIRST
 LG0947
 LG0947.The horizontal coordinates were established by classical geodetic methods
 LG0947.and adjusted by the National Geodetic Survey in August 1997..
 LG0947
 LG0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0947
 LG0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0947
 LG0947.The geoid height was determined by GEOID03.
 LG0947
 LG0947;                    North         East     Units Scale Factor Converg.
 LG0947;SPC NE       -    93,189.339   669,761.758   MT  0.99976796   +1 19 50.4
 LG0947;UTM  14      - 4,500,937.396   585,210.520   MT  0.99968937   +0 39 24.2
 LG0947
 LG0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0947!SPC NE       -   0.99991965  x   0.99976796  =   0.99968763
 LG0947!UTM  14      -   0.99991965  x   0.99968937  =   0.99960905
 LG0947
 LG0947|---------------------------------------------------------------------|
 LG0947| PID    Reference Object                     Distance      Geod. Az  |
 LG0947|                                                           dddmmss.s |
 LG0947| CN9249 ENGLAND RM 1                         25.935 METERS 06149     |
 LG0947| CN9248 ENGLAND AZ MK                                      0884600.4 |
 LG0947| CN9250 ENGLAND RM 2                         26.538 METERS 29816     |
 LG0947|---------------------------------------------------------------------|
 LG0947
 LG0947                          SUPERSEDED SURVEY CONTROL
 LG0947
 LG0947  NAD 83(1986)-  40 39 17.65524(N)    097 59 31.41809(W) AD(       ) 1
 LG0947  NAD 27      -  40 39 17.61555(N)    097 59 30.24284(W) AD(       ) 1
 LG0947  NGVD 29 (07/19/86)  537.9    (m)         1765.     (f) VERT ANG       
 LG0947
 LG0947.Superseded values are not recommended for survey control.
 LG0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0947.See file dsdata.txt to determine how the superseded data were derived.
 LG0947
 LG0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8521100937(NAD 83)
 LG0947_MARKER: DS = TRIANGULATION STATION DISK
 LG0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0947_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0947
 LG0947  HISTORY     - Date     Condition        Report By
 LG0947  HISTORY     - 1966     MONUMENTED       CGS
 LG0947
 LG0947                          STATION DESCRIPTION
 LG0947
 LG0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LG0947'STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF HARVARD, 5 MILES
 LG0947'NORTHWEST OF SARONVILLE AND ON PROPERTY OWNED BY MR. CLAYTON
 LG0947'ENGLAND.
 LG0947'
 LG0947'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LG0947'ROUTE 14, ABOUT 8 MILES WEST OF SUTTON, GO NORTH ON STATE ROUTE 14
 LG0947'FOR 1.6 MILES TO A RAILROAD OVERPASS.  CONTINUE NORTH ON ROUTE 14 FOR
 LG0947'3.25 MILES TO A CROSSROADS.  TURN RIGHT AND GO EAST ON A
 LG0947'GRAVELED ROAD FOR 0.2 MILE TO FARM BUILDINGS AND STATION ON THE
 LG0947'RIGHT, SOUTH SIDE OF ROAD AS DESCRIBED.
 LG0947'
 LG0947'AZIMUTH IS REACHED FROM STATION BY GOING EAST ON GRAVELED ROAD FOR
 LG0947'0.25 MILE TO AZIMUTH MARK ON RIGHT, SOUTH SIDE OF ROAD AS
 LG0947'DESCRIBED.
 LG0947'
 LG0947'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 LG0947'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 LG0947'SURFACE OF THE GROUND AND IS STAMPED ENGLAND 1966.  IT IS 15.0 FEET
 LG0947'WEST OF NORTHEAST CORNER OF A GARAGE, 13.0 FEET EAST-NORTHEAST
 LG0947'OF THE SOUTHEAST CORNER OF A CORN CRIB AND 90.0 FEET NORTH
 LG0947'OF THE CENTER OF A WINDMILL.
 LG0947'
 LG0947'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 LG0947'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS
 LG0947'STAMPED ENGLAND NO 1 1966.  IT IS 65.0 FEET NORTHEAST OF NORTHEAST
 LG0947'CORNER OF THE GARAGE, 34 FEET SOUTH OF CENTER OF A GRAVELED ROAD,
 LG0947'27 FEET EAST OF CENTER OF A DRIVEWAY AND 1.7 FEET SOUTH OF AN
 LG0947'EAST-WEST FENCELINE.
 LG0947'
 LG0947'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 LG0947'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH AND IS STAMPED
 LG0947'ENGLAND NO 2 1966.  IT IS 47.2 FEET NORTH-NORTHWEST OF NORTHWEST
 LG0947'CORNER OF THE CORN CRIB, 28.2 FEET NORTH OF A ROUND, METAL STORAGE
 LG0947'BIN, 33-1/2 FEET SOUTH OF CENTER OF THE GRAVELED ROAD AND 1.7
 LG0947'FEET SOUTH OF A FENCELINE.
 LG0947'
 LG0947'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 LG0947'ROUND CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS STAMPED
 LG0947'ENGLAND 1966.  IT IS 38 FEET SOUTH OF CENTER OF A GRAVELED ROAD,
 LG0947'39.0 FEET NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF A
 LG0947'CORN CRIB, 4.5 FEET SOUTH OF A FENCE CORNER AND 8 INCHES NORTH OF
 LG0947'A WITNESS POST.
 LG0947'
 LG0947'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0948 ***********************************************************************
 LG0948  DESIGNATION -  ENGLAND RM A
 LG0948  PID         -  LG0948
 LG0948  STATE/COUNTY-  NE/CLAY
 LG0948  USGS QUAD   -  STOCKHAM (1969)
 LG0948
 LG0948                         *CURRENT SURVEY CONTROL
 LG0948  ___________________________________________________________________
 LG0948* NAD 83(1995)-  40 39 17.23804(N)    097 59 30.52772(W)     ADJUSTED  
 LG0948* NAVD 88     -       537.6    (meters)    1764.     (feet)  VERTCON   
 LG0948  ___________________________________________________________________
 LG0948  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 LG0948  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 LG0948
 LG0948  HORZ ORDER  -  FIRST
 LG0948
 LG0948.The horizontal coordinates were established by classical geodetic methods
 LG0948.and adjusted by the National Geodetic Survey in August 1997..
 LG0948
 LG0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0948
 LG0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0948
 LG0948.The geoid height was determined by GEOID03.
 LG0948
 LG0948;                    North         East     Units Scale Factor Converg.
 LG0948;SPC NE       -    93,177.205   669,782.950   MT  0.99976799   +1 19 50.9
 LG0948;UTM  14      - 4,500,925.015   585,231.566   MT  0.99968941   +0 39 24.7
 LG0948
 LG0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0948!SPC NE       -   0.99991973  x   0.99976799  =   0.99968774
 LG0948!UTM  14      -   0.99991973  x   0.99968941  =   0.99960917
 LG0948
 LG0948:                Primary Azimuth Mark                     Grid Az
 LG0948:SPC NE       -  GERDIS RM 1                              214 24 08.8
 LG0948:UTM  14      -  GERDIS RM 1                              215 04 35.0
 LG0948
 LG0948|---------------------------------------------------------------------|
 LG0948| PID    Reference Object                     Distance      Geod. Az  |
 LG0948|                                                           dddmmss.s |
 LG0948| LH1108 GERDIS RM 1                         APPROX.16.9 KM 2154359.7 |
 LG0948| LG0947 ENGLAND                              24.425 METERS 30108     |
 LG0948|---------------------------------------------------------------------|
 LG0948
 LG0948                          SUPERSEDED SURVEY CONTROL
 LG0948
 LG0948  NAD 83(1986)-  40 39 17.24594(N)    097 59 30.52811(W) AD(       ) 1
 LG0948  NAD 27      -  40 39 17.20623(N)    097 59 29.35286(W) AD(       ) 1
 LG0948  NGVD 29 (07/19/86)  537.4    (m)         1763.     (f) VERT ANG       
 LG0948
 LG0948.Superseded values are not recommended for survey control.
 LG0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0948.See file dsdata.txt to determine how the superseded data were derived.
 LG0948
 LG0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8523200925(NAD 83)
 LG0948_MARKER: DS = TRIANGULATION STATION DISK
 LG0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0948+STABILITY: SURFACE MOTION
 LG0948
 LG0948  HISTORY     - Date     Condition        Report By
 LG0948  HISTORY     - 1966     MONUMENTED       CGS
 LG0948
 LG0948                          STATION DESCRIPTION
 LG0948
 LG0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LG0948'STATION IS LOCATED AT THE SAME LOCATION AND ON THE SAME PROPERTY AS
 LG0948'TRIANGULATION STATION ENGLAND.
 LG0948'
 LG0948'STATION IS A STANDARD STATION MARK DISK, STAMPED ENGLAND RM A 1966,
 LG0948'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 2 INCHES
 LG0948'BELOW THE SURFACE OF THE GROUND.  A SUB-SURFACE DISK WAS SET ALSO
 LG0948'AND THE DISK IS STAMPED THE SAME AS THE SURFACE DISK.  MARK IS 117
 LG0948'FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 86 FEET
 LG0948'SOUTH-SOUTHEAST OF THE CENTER OF A WIRE GATE, 76.3 FEET
 LG0948'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WOOD BUILDING, 44.9
 LG0948'FEET NORTHEAST OF THE CENTER OF AN OLD WINDMILL PUMP AND 13.0 FEET
 LG0948'WEST OF A NORTH-SOUTH FENCELINE.
 LG0948'
 LG0948'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ENGLAND,
 LG0948'DISTANCE BEING 24.427 METERS OR 80.14 FEET, NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0489 ***********************************************************************
 MM0489  DESIGNATION -  ENIL
 MM0489  PID         -  MM0489
 MM0489  STATE/COUNTY-  NE/GRANT
 MM0489  USGS QUAD   -  JENSEN LAKE (1986)
 MM0489
 MM0489                         *CURRENT SURVEY CONTROL
 MM0489  ___________________________________________________________________
 MM0489* NAD 83(1995)-  41 44 33.74455(N)    101 49 46.02717(W)     ADJUSTED  
 MM0489* NAVD 88     -      1244.     (meters)    4081.     (feet)  SCALED    
 MM0489  ___________________________________________________________________
 MM0489  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 MM0489  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 MM0489
 MM0489  HORZ ORDER  -  FIRST
 MM0489
 MM0489.The horizontal coordinates were established by classical geodetic methods
 MM0489.and adjusted by the National Geodetic Survey in August 1997..
 MM0489
 MM0489.The orthometric height was scaled from a topographic map.
 MM0489
 MM0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0489
 MM0489.The geoid height was determined by GEOID03.
 MM0489
 MM0489;                    North         East     Units Scale Factor Converg.
 MM0489;SPC NE       -   213,598.853   347,881.472   MT  0.99966711   -1 12 44.5
 MM0489;UTM  14      - 4,625,079.443   264,718.915   MT  1.00028126   -1 53 04.8
 MM0489
 MM0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0489!SPC NE       -   0.99980794  x   0.99966711  =   0.99947511
 MM0489!UTM  14      -   0.99980794  x   1.00028126  =   1.00008914
 MM0489
 MM0489|---------------------------------------------------------------------|
 MM0489| PID    Reference Object                     Distance      Geod. Az  |
 MM0489|                                                           dddmmss.s |
 MM0489| CP7981 ENIL RM 1                            14.843 METERS 03157     |
 MM0489| CP7980 ENIL AZ MK                                         0924144.0 |
 MM0489| CP7982 ENIL RM 2                            15.988 METERS 13423     |
 MM0489|---------------------------------------------------------------------|
 MM0489
 MM0489                          SUPERSEDED SURVEY CONTROL
 MM0489
 MM0489  NAD 83(1986)-  41 44 33.74440(N)    101 49 46.03139(W) AD(       ) 1
 MM0489  NAD 27      -  41 44 33.79400(N)    101 49 44.38100(W) AD(       ) 1
 MM0489
 MM0489.Superseded values are not recommended for survey control.
 MM0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0489.See file dsdata.txt to determine how the superseded data were derived.
 MM0489
 MM0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6471925079(NAD 83)
 MM0489_MARKER: DS = TRIANGULATION STATION DISK
 MM0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0489
 MM0489  HISTORY     - Date     Condition        Report By
 MM0489  HISTORY     - 1946     MONUMENTED       CGS
 MM0489
 MM0489                          STATION DESCRIPTION
 MM0489
 MM0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0489'THE STATION IS 18.5 MILES SOUTHWEST OF HYANNIS, 14 MILES NORTHWEST
 MM0489'OF ARTHUR AND 62 YARDS NORTH OF GRANT AND ARTHUR COUNTY LINE
 MM0489'FENCE AND IS IN THE SOUTH EDGE OF SECTION 34, T 21 N, R 39 W.
 MM0489'IT IS ON THE SUMMIT OF THE HIGHEST HILL IN THE VICINITY, PROJECTS
 MM0489'5 INCHES AND IS STAMPED ENIL 1946.
 MM0489'
 MM0489'REFERENCE MARK NO. 1 IS ABOUT 4 FEET BELOW STATION ELEVATION,
 MM0489'PROJECTS 2 INCHES AND IS STAMPED ENIL NO 1 1946.
 MM0489'
 MM0489'REFERENCE MARK NO. 2 IS ABOUT 2 FEET BELOW STATION ELEVATION,
 MM0489'PROJECTS 6 INCHES AND IS STAMPED ENIL NO 2 1946.
 MM0489'
 MM0489'AZIMUTH MARK IS ON THE SUMMIT OF A SAND HILL AND IS 39 YARDS
 MM0489'NORTH OF GRANT AND ARTHUR COUNTY LINE FENCE.  IT PROJECTS
 MM0489'7 INCHES AND IS STAMPED ENIL 1946.
 MM0489'
 MM0489'TO REACH THE STATION FROM HYANNIS, GO EAST ON HIGHWAY NO. 2
 MM0489'FOR 1.45 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT ON GRAVELED
 MM0489'AND SAND ROAD AND GO 4.1 MILES TO A FORK.  TAKE RIGHT FORK
 MM0489'AND GO 3.35 MILES TO A NARROW FORK.  TAKE RIGHT FORK, MAIN
 MM0489'TRAVELED ROAD, FOR 7.1 MILES TO A FORK.  TAKE RIGHT FORK, LEAVING
 MM0489'MAIN TRAVELED ROAD, AND GO SOUTHWEST FOR 2.5 MILES TO A RANCH
 MM0489'HOUSE.  PASS RANCH HOUSE AND CONTINUE ON MAIN TRAVELED ROAD FOR
 MM0489'1.3 MILES TO A FORK.  TAKE LEFT FORK, SOUTH, FOR 1.5 MILES TO
 MM0489'A GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.7 MILE TO A
 MM0489'FORK.  TAKE RIGHT FORK, MAIN TRAVELED ROAD, FOR 1.95 MILES
 MM0489'TO A WINDMILL ON THE RIGHT.  CONTINUE SOUTH ON, MAIN
 MM0489'TRAVELED ROAD, FOR 0.65 MILES TO A FORK.  TAKE LEFT FORK AND
 MM0489'GO 0.7 MILE TO BASE OF HILL AND A SMALL LAKE BED ON THE LEFT.
 MM0489'TURN LEFT, LEAVING ROAD, AND GO SOUTHEAST UP GRADUAL SLOPE
 MM0489'FOR 1.1 MILE TO THE SUMMIT AND THE STATION AS DESCRIBED.
 MM0489'
 MM0489'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG THE
 MM0489'NORTH SIDE OF AN EAST-WEST FENCE FOR 0.3 MILE TO A LOWER SAND
 MM0489'HILL AND THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1119 ***********************************************************************
 ML1119  DESIGNATION -  ERICSON
 ML1119  PID         -  ML1119
 ML1119  STATE/COUNTY-  NE/WHEELER
 ML1119  USGS QUAD   -  ERICSON (1985)
 ML1119
 ML1119                         *CURRENT SURVEY CONTROL
 ML1119  ___________________________________________________________________
 ML1119* NAD 83(1995)-  41 48 48.71304(N)    098 38 05.50857(W)     ADJUSTED  
 ML1119* NAVD 88     -                                                        
 ML1119  ___________________________________________________________________
 ML1119  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 ML1119  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ML1119
 ML1119  HORZ ORDER  -  THIRD
 ML1119
 ML1119.The horizontal coordinates were established by classical geodetic methods
 ML1119.and adjusted by the National Geodetic Survey in August 1997..
 ML1119
 ML1119
 ML1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1119
 ML1119.The geoid height was determined by GEOID03.
 ML1119
 ML1119;                    North         East     Units Scale Factor Converg.
 ML1119;SPC NE       -   220,748.412   613,390.392   MT  0.99967298   +0 54 16.8
 ML1119;UTM  14      - 4,629,137.596   530,327.884   MT  0.99961132   +0 14 36.4
 ML1119
 ML1119                          SUPERSEDED SURVEY CONTROL
 ML1119
 ML1119  NAD 83(1986)-  41 48 48.71835(N)    098 38 05.51473(W) AD(       ) 4
 ML1119  NAD 27      -  41 48 48.69100(N)    098 38 04.23100(W) AD(       ) 3
 ML1119
 ML1119.Superseded values are not recommended for survey control.
 ML1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1119.See file dsdata.txt to determine how the superseded data were derived.
 ML1119
 ML1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3032829138(NAD 83)
 ML1119_MARKER: Z = SEE DESCRIPTION
 ML1119_SETTING: 0 = UNSPECIFIED SETTING
 ML1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1119
 ML1119  HISTORY     - Date     Condition        Report By
 ML1119  HISTORY     - 1899     MONUMENTED       CGS
 ML1119  HISTORY     - 1935     MARK NOT FOUND   CGS
 ML1119  HISTORY     - 1935     MARK NOT FOUND   CGS
 ML1119
 ML1119                          STATION DESCRIPTION
 ML1119
 ML1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1119'THIS STATION IS ON THE HIGHEST SAND HILL IN THE VICINITY OF
 ML1119'ERICSON RAILROAD STATION, ABOUT 3.5 MILES TO THE NORTHEAST
 ML1119'OF THAT PLACE, IN SEC. 5, T. 21 N., R. 11 W.  THE UNDERGROUND
 ML1119'MARK IS A STONE JUG WITH A TACK IN THE CENTER OF THE CORK, 2
 ML1119'FEET BELOW THE SURFACE.
 ML1119
 ML1119                          STATION RECOVERY (1935)
 ML1119
 ML1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1119'THIS STATION WAS NOT RECOVERED.  A FARMER LIVING ABOUT 3/4
 ML1119'MILE NORTHEAST IN SEC. 32, T. 22 N., R. 11 W, AND WHO REMEMBERED
 ML1119'THE STATION SITE, HAVING HERDED CATTLE IN THAT VICINITY AS
 ML1119'A BOY AND YOUNG MAN, STATED THAT FOR SOME TIME AFTER THE WORK
 ML1119'WAS FINISHED, A FLAG POLE STOOD AT THE STATION SITE, BUT
 ML1119'THAT FINALLY IT WAS LOST.  HE INDICATED A POINT AT ABOUT THE
 ML1119'CENTER OF SECTION 6 (INSTEAD OF SECTION 5) ON WHAT IS UNDOUBTEDLY
 ML1119'THE HIGHEST HILL IN THE VICINITY, AS THE SITE.  THE TOP OF
 ML1119'THIS SAND HILL HAS SUFFERED REPEATED BLOW OUTS, IN FACT IT
 ML1119'APPEARS THAT THE VERY HIGHEST PART OF THE HILL HAS BEEN
 ML1119'BLOWN AWAY.  THE GROUND SOUNDED WITH A LONG ROD AND THE
 ML1119'SURFACE SEARCHED FOR TRACES OF THE JUG, BUT WITHOUT
 ML1119'SUCCESS.  ABOUT TWO HOURS WERE SPENT IN A SEARCH AFTER LOCATING
 ML1119'SITE.
 ML1119
 ML1119                          STATION RECOVERY (1935)
 ML1119
 ML1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 ML1119'STATION NOT RECOVERED.  ON HIGHEST SAND HILL, IN VICINITY, ABOUT
 ML1119'3.5 MILES NORTHEAST OF ERICSON, IN SEC. 5, T. 21, N., R. 11 W.
 ML1119'THE APPROXIMATE SITE OF STATION WAS VISITED AND CONSIDERABLE TIME
 ML1119'WAS SPENT IN A SEARCH, BUT WITHOUT SUCCESS.  THE TOP OF THE HILL
 ML1119'VISITED, THE HIGHEST IN THE VICINITY, HAS BEEN BADLY BLOWN AWAY
 ML1119'AND IT IS THOUGHT THAT THE STATION HAS BEEN DESTROYED.  IT
 ML1119'IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0474 ***********************************************************************
 NO0474  DESIGNATION -  ERIK
 NO0474  PID         -  NO0474
 NO0474  STATE/COUNTY-  NE/CHERRY
 NO0474  USGS QUAD   -  MULLEN NW (1987)
 NO0474
 NO0474                         *CURRENT SURVEY CONTROL
 NO0474  ___________________________________________________________________
 NO0474* NAD 83(1995)-  42 11 00.41843(N)    101 14 20.53188(W)     ADJUSTED  
 NO0474* NAVD 88     -      1095.26   (+/-2cm)    3593.4    (feet)  VERTCON   
 NO0474  ___________________________________________________________________
 NO0474  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 NO0474  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 NO0474
 NO0474  HORZ ORDER  -  SECOND
 NO0474  VERT ORDER  -  THIRD ? (See Below)
 NO0474
 NO0474.The horizontal coordinates were established by classical geodetic methods
 NO0474.and adjusted by the National Geodetic Survey in August 1997..
 NO0474
 NO0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0474.The vertical order pertains to the NGVD 29 superseded value.
 NO0474
 NO0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0474
 NO0474.The geoid height was determined by GEOID03.
 NO0474
 NO0474;                    North         East     Units Scale Factor Converg.
 NO0474;SPC NE       -   261,662.026   397,671.543   MT  0.99972849   -0 49 16.0
 NO0474;UTM  14      - 4,672,571.464   315,097.163   MT  1.00002069   -1 30 14.2
 NO0474
 NO0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0474!SPC NE       -   0.99983141  x   0.99972849  =   0.99955995
 NO0474!UTM  14      -   0.99983141  x   1.00002069  =   0.99985210
 NO0474
 NO0474|---------------------------------------------------------------------|
 NO0474| PID    Reference Object                     Distance      Geod. Az  |
 NO0474|                                                           dddmmss.s |
 NO0474| CQ3686 ERIK RM 1                            52.755 METERS 05246     |
 NO0474| CQ3685 ERIK AZ MK                                         1500947.1 |
 NO0474| CQ3687 ERIK RM 2                            44.693 METERS 15835     |
 NO0474|---------------------------------------------------------------------|
 NO0474
 NO0474                          SUPERSEDED SURVEY CONTROL
 NO0474
 NO0474  NAD 83(1986)-  42 11 00.41752(N)    101 14 20.53739(W) AD(       ) 2
 NO0474  NAD 27      -  42 11 00.43600(N)    101 14 18.93200(W) AD(       ) 2
 NO0474  NGVD 29 (07/19/86) 1094.88   (m)         3592.1    (f) LEVELING    3  
 NO0474
 NO0474.Superseded values are not recommended for survey control.
 NO0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0474.See file dsdata.txt to determine how the superseded data were derived.
 NO0474
 NO0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM1509772571(NAD 83)
 NO0474_MARKER: DD = SURVEY DISK
 NO0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0474
 NO0474  HISTORY     - Date     Condition        Report By
 NO0474  HISTORY     - 1946     MONUMENTED       USGS
 NO0474
 NO0474                          STATION DESCRIPTION
 NO0474
 NO0474'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NO0474'STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF MULLEN ON THE
 NO0474'SUMMIT OF A SMALL GRASSY SAND KNOLL, AT THE NORTHERN EDGE OF
 NO0474'THE KNOLL.  THE MARK, STAMPED ERIK 1946 IS A STANDARD USGS DISK
 NO0474'SET IN THE TOP OF A 8 X 8-INCH CONCRETE POST THAT PROJECTS
 NO0474'ABOUT 1 FOOT.
 NO0474'
 NO0474'REFERENCE MARK NO. 1, STAMPED ERIK NO 1 1946 IS A STANDARD
 NO0474'USGS DISK SET IN THE TOP OF A 8 X 8-INCH CONCRETE POST THAT
 NO0474'PROJECTS ABOUT 6 INCHES, AND IS ABOUT 20 FEET LOWER THAN THE
 NO0474'STATION.
 NO0474'
 NO0474'REFERENCE MARK NO 2, STAMPED ERIK NO 2 1946 IS A STANDARD USGS
 NO0474'DISK SET IN THE TOP OF AN 8 X 8-INCH CONCRETE POST THAT PROJECTS
 NO0474'ABOUT 6 INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 NO0474'
 NO0474'THE AZIMUTH MARK, STAMPED ERIK 1946 IS A STANDARD USC AND GS
 NO0474'DISK SET IN THE TOP OF A 12 X 12-INCH CONCRETE POST THAT
 NO0474'PROJECTS ABOUT 8 INCHES.  IT IS 8 INCHES EAST OF A WIRE FENCE
 NO0474'AND 15 FEET NORTH OF A WIRE GATE IN A FENCE.
 NO0474'
 NO0474'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 83
 NO0474'AND STATE HIGHWAY NO. 2 AT MULLEN, NEBRASKA.  GO NORTH ACROSS
 NO0474'RAILROAD TRACKS TO THE THIRD INTERSECTION NORTH OF THE TRACKS.
 NO0474'TURN RIGHT, EAST, AND GO 0.05 MILE TO A GRAVEL ROAD LEADING
 NO0474'NORTH.  TURN NORTH, LEFT, AND FOLLOW THE MAIN ROAD FOR 6.3
 NO0474'MILES TO A T ROAD WEST.  TURN LEFT, WEST, AND FOLLOW MAIN
 NO0474'TRAVELLED SAND ROAD FOR 9.6 MILES TO A FORK JUST AFTER CROSSING
 NO0474'AUTO GATE.  TAKE THE LEFT FORK AND GO 1.7 MILES TO A FORK.
 NO0474'TAKE THE LEFT FORK WESTERLY AND GO 1.0 MILES TO A WIRE GATE
 NO0474'AND SITE OF AZIMUTH MARK, 15 FEET NORTH OF GATE.  PASS
 NO0474'THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.8 MILE TO A RANCH
 NO0474'HOUSE.  TURN RIGHT, NORTH, AT EAST SIDE OF RANCH HOUSE
 NO0474'AND FOLLOW TRACK ROAD EAST AND NORTH FOR 0.85 MILE TO A
 NO0474'BARN ON THE RIGHT.  LEAVE ROAD AND PASS NORTH OF BARN AND GO
 NO0474'NORTHERLY FOR 0.3 MILE TO HIGHEST PART OF SAND KNOLL AND
 NO0474'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0148 ***********************************************************************
 NO0148  DESIGNATION -  ES 1
 NO0148  PID         -  NO0148
 NO0148  STATE/COUNTY-  NE/CHERRY
 NO0148  USGS QUAD   -  CROOKSTON WEST (1985)
 NO0148
 NO0148                         *CURRENT SURVEY CONTROL
 NO0148  ___________________________________________________________________
 NO0148* NAD 83(1986)-  42 55 51.     (N)    100 49 43.     (W)     SCALED    
 NO0148* NAVD 88     -       850.054  (meters)    2788.89   (feet)  ADJUSTED  
 NO0148  ___________________________________________________________________
 NO0148  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 NO0148  DYNAMIC HT  -         849.712 (meters)    2787.76  (feet)  COMP
 NO0148  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 NO0148
 NO0148  VERT ORDER  -  FIRST     CLASS II
 NO0148
 NO0148.The horizontal coordinates were scaled from a topographic map and have
 NO0148.an estimated accuracy of +/- 6 seconds.
 NO0148
 NO0148.The orthometric height was determined by differential leveling
 NO0148.and adjusted by the National Geodetic Survey in June 1991..
 NO0148
 NO0148.The geoid height was determined by GEOID03.
 NO0148
 NO0148.The dynamic height is computed by dividing the NAVD 88
 NO0148.geopotential number by the normal gravity value computed on the
 NO0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0148.degrees latitude (g = 980.6199 gals.).
 NO0148
 NO0148.The modeled gravity was interpolated from observed gravity values.
 NO0148
 NO0148;                    North         East    Units  Estimated Accuracy
 NO0148;SPC NE       -   344,260.      432,360.      MT  (+/- 180 meters Scaled)
 NO0148
 NO0148                          SUPERSEDED SURVEY CONTROL
 NO0148
 NO0148  NGVD 29 (??/??/92)  849.738  (m)         2787.85   (f) ADJ UNCH    1 2
 NO0148
 NO0148.Superseded values are not recommended for survey control.
 NO0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0148.See file dsdata.txt to determine how the superseded data were derived.
 NO0148
 NO0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN507547(NAD 83)
 NO0148_MARKER: DD = SURVEY DISK
 NO0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0148_STAMPING: ES 1 1948
 NO0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0148+STABILITY: SURFACE MOTION
 NO0148
 NO0148  HISTORY     - Date     Condition        Report By
 NO0148  HISTORY     - 1948     MONUMENTED       USGS
 NO0148  HISTORY     - 1957     GOOD             NGS
 NO0148
 NO0148                          STATION DESCRIPTION
 NO0148
 NO0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0148'4.2 MI W FROM CROOKSTON.
 NO0148'ABOUT 4.25 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0148'FROM THE STATION AT CROOKSTON, IN SECTION 10, T. 34 N., R. 30 W.,
 NO0148'56 FEET SOUTH OF MILEPOST 285, 97 FEET SOUTH OF THE SOUTH RAIL,
 NO0148'34 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 1 1/2 FEET
 NO0148'WEST OF A WHITE WOODEN WITNESS POST, 2 FEET LOWER THAN THE TRACK
 NO0148'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0198 ***********************************************************************
 NO0198  DESIGNATION -  ES 10
 NO0198  PID         -  NO0198
 NO0198  STATE/COUNTY-  NE/CHERRY
 NO0198  USGS QUAD   -  NENZEL (1985)
 NO0198
 NO0198                         *CURRENT SURVEY CONTROL
 NO0198  ___________________________________________________________________
 NO0198* NAD 83(1986)-  42 55 34.     (N)    101 05 27.     (W)     SCALED    
 NO0198* NAVD 88     -       952.397  (meters)    3124.66   (feet)  ADJUSTED  
 NO0198  ___________________________________________________________________
 NO0198  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 NO0198  DYNAMIC HT  -         951.994 (meters)    3123.33  (feet)  COMP
 NO0198  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 NO0198
 NO0198  VERT ORDER  -  FIRST     CLASS II
 NO0198
 NO0198.The horizontal coordinates were scaled from a topographic map and have
 NO0198.an estimated accuracy of +/- 6 seconds.
 NO0198
 NO0198.The orthometric height was determined by differential leveling
 NO0198.and adjusted by the National Geodetic Survey in June 1991..
 NO0198
 NO0198.The geoid height was determined by GEOID03.
 NO0198
 NO0198.The dynamic height is computed by dividing the NAVD 88
 NO0198.geopotential number by the normal gravity value computed on the
 NO0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0198.degrees latitude (g = 980.6199 gals.).
 NO0198
 NO0198.The modeled gravity was interpolated from observed gravity values.
 NO0198
 NO0198;                    North         East    Units  Estimated Accuracy
 NO0198;SPC NE       -   343,980.      410,950.      MT  (+/- 180 meters Scaled)
 NO0198
 NO0198                          SUPERSEDED SURVEY CONTROL
 NO0198
 NO0198  NGVD 29 (??/??/92)  952.036  (m)         3123.47   (f) ADJ UNCH    1 2
 NO0198
 NO0198.Superseded values are not recommended for survey control.
 NO0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0198.See file dsdata.txt to determine how the superseded data were derived.
 NO0198
 NO0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN293547(NAD 83)
 NO0198_MARKER: DD = SURVEY DISK
 NO0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0198_STAMPING: ES 10 1948
 NO0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0198+STABILITY: SURFACE MOTION
 NO0198
 NO0198  HISTORY     - Date     Condition        Report By
 NO0198  HISTORY     - 1948     MONUMENTED       USGS
 NO0198  HISTORY     - 1957     GOOD             NGS
 NO0198
 NO0198                          STATION DESCRIPTION
 NO0198
 NO0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0198'7.4 MI W FROM KILGORE.
 NO0198'ABOUT 7.35 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0198'FROM THE STATION AT KILGORE, 0.6 MILE EAST OF NENZEL, IN SECTION
 NO0198'16, T.34 N., R.32 W., 4 1/2 FEET NORTHWEST OF THE THIRD POLE
 NO0198'WEST OF MILEPOST 299, 38 FEET SOUTH OF THE SOUTH RAIL, 43 FEET
 NO0198'NORTH OF THE CENTER LINE OF THE ABANDONED GRADE OF U.S. HIGHWAY
 NO0198'20, 103 FEET WEST OF THE CENTER LINE OF AN OILED CROSS ROAD,
 NO0198'12 FEET NORTHEAST OF A RIGHT-OF-WAY MARKER POST, 1 1/2 FEET
 NO0198'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 NO0198'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0202 ***********************************************************************
 NO0202  DESIGNATION -  ES 11
 NO0202  PID         -  NO0202
 NO0202  STATE/COUNTY-  NE/CHERRY
 NO0202  USGS QUAD   -  CODY EAST (1985)
 NO0202
 NO0202                         *CURRENT SURVEY CONTROL
 NO0202  ___________________________________________________________________
 NO0202* NAD 83(1986)-  42 55 47.     (N)    101 07 42.     (W)     SCALED    
 NO0202* NAVD 88     -       952.692  (meters)    3125.62   (feet)  ADJUSTED  
 NO0202  ___________________________________________________________________
 NO0202  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 NO0202  DYNAMIC HT  -         952.288 (meters)    3124.30  (feet)  COMP
 NO0202  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 NO0202
 NO0202  VERT ORDER  -  FIRST     CLASS II
 NO0202
 NO0202.The horizontal coordinates were scaled from a topographic map and have
 NO0202.an estimated accuracy of +/- 6 seconds.
 NO0202
 NO0202.The orthometric height was determined by differential leveling
 NO0202.and adjusted by the National Geodetic Survey in June 1991..
 NO0202
 NO0202.The geoid height was determined by GEOID03.
 NO0202
 NO0202.The dynamic height is computed by dividing the NAVD 88
 NO0202.geopotential number by the normal gravity value computed on the
 NO0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0202.degrees latitude (g = 980.6199 gals.).
 NO0202
 NO0202.The modeled gravity was interpolated from observed gravity values.
 NO0202
 NO0202;                    North         East    Units  Estimated Accuracy
 NO0202;SPC NE       -   344,420.      407,900.      MT  (+/- 180 meters Scaled)
 NO0202
 NO0202                          SUPERSEDED SURVEY CONTROL
 NO0202
 NO0202  NGVD 29 (??/??/92)  952.327  (m)         3124.43   (f) ADJ UNCH    1 2
 NO0202
 NO0202.Superseded values are not recommended for survey control.
 NO0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0202.See file dsdata.txt to determine how the superseded data were derived.
 NO0202
 NO0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN263552(NAD 83)
 NO0202_MARKER: DD = SURVEY DISK
 NO0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0202_STAMPING: ES 11 1948
 NO0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0202+STABILITY: SURFACE MOTION
 NO0202
 NO0202  HISTORY     - Date     Condition        Report By
 NO0202  HISTORY     - 1948     MONUMENTED       USGS
 NO0202  HISTORY     - 1957     GOOD             NGS
 NO0202
 NO0202                          STATION DESCRIPTION
 NO0202
 NO0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0202'6.3 MI E FROM CODY.
 NO0202'ABOUT 6.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0202'FROM THE STATION AT CODY, 1.3 MILES WEST OF THE ROAD CROSSING
 NO0202'AT NENZEL, IN SECTION 18, T. 34 N., R. 32 W., 31 FEET EAST OF THE
 NO0202'FIRST POLE EAST OF MILEPOST 301, 65 FEET SOUTH OF THE SOUTH
 NO0202'RAIL, 65 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 378
 NO0202'FEET EAST OF THE SOUTH END OF A 30-INCH PIPE CULVERT UNDER THE
 NO0202'TRACK, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4
 NO0202'FEET ABOVE THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0202'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0206 ***********************************************************************
 NO0206  DESIGNATION -  ES 12
 NO0206  PID         -  NO0206
 NO0206  STATE/COUNTY-  NE/CHERRY
 NO0206  USGS QUAD   -  CODY EAST (1985)
 NO0206
 NO0206                         *CURRENT SURVEY CONTROL
 NO0206  ___________________________________________________________________
 NO0206* NAD 83(1986)-  42 56 02.     (N)    101 09 55.     (W)     SCALED    
 NO0206* NAVD 88     -       957.472  (meters)    3141.31   (feet)  ADJUSTED  
 NO0206  ___________________________________________________________________
 NO0206  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 NO0206  DYNAMIC HT  -         957.066 (meters)    3139.97  (feet)  COMP
 NO0206  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 NO0206
 NO0206  VERT ORDER  -  FIRST     CLASS II
 NO0206
 NO0206.The horizontal coordinates were scaled from a topographic map and have
 NO0206.an estimated accuracy of +/- 6 seconds.
 NO0206
 NO0206.The orthometric height was determined by differential leveling
 NO0206.and adjusted by the National Geodetic Survey in June 1991..
 NO0206
 NO0206.The geoid height was determined by GEOID03.
 NO0206
 NO0206.The dynamic height is computed by dividing the NAVD 88
 NO0206.geopotential number by the normal gravity value computed on the
 NO0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0206.degrees latitude (g = 980.6199 gals.).
 NO0206
 NO0206.The modeled gravity was interpolated from observed gravity values.
 NO0206
 NO0206;                    North         East    Units  Estimated Accuracy
 NO0206;SPC NE       -   344,920.      404,890.      MT  (+/- 180 meters Scaled)
 NO0206
 NO0206                          SUPERSEDED SURVEY CONTROL
 NO0206
 NO0206  NGVD 29 (??/??/92)  957.105  (m)         3140.10   (f) ADJ UNCH    1 2
 NO0206
 NO0206.Superseded values are not recommended for survey control.
 NO0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0206.See file dsdata.txt to determine how the superseded data were derived.
 NO0206
 NO0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN233557(NAD 83)
 NO0206_MARKER: DB = BENCH MARK DISK
 NO0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0206_STAMPING: ES 12 1948
 NO0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0206+STABILITY: SURFACE MOTION
 NO0206
 NO0206  HISTORY     - Date     Condition        Report By
 NO0206  HISTORY     - 1948     MONUMENTED       USGS
 NO0206  HISTORY     - 1957     GOOD             NGS
 NO0206
 NO0206                          STATION DESCRIPTION
 NO0206
 NO0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0206'4.4 MI E FROM CODY.
 NO0206'ABOUT 4.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0206'FROM THE STATION AT CODY, IN SECTION 11, T. 34 N., R. 33 W., 0.1
 NO0206'MILE NORTHWEST OF A RANCH HOUSE, 49 FEET SOUTHEAST OF THE THIRD
 NO0206'POLE EAST OF MILEPOST 303, 96 FEET SOUTH OF THE SOUTH RAIL, 199
 NO0206'FEET WEST OF THE CENTER LINE OF RANCH ROAD SOUTH, 2 FEET NORTH
 NO0206'OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 NO0206'4 FEET ABOVE THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE
 NO0206'POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0208 ***********************************************************************
 NO0208  DESIGNATION -  ES 13
 NO0208  PID         -  NO0208
 NO0208  STATE/COUNTY-  NE/CHERRY
 NO0208  USGS QUAD   -  CODY EAST (1985)
 NO0208
 NO0208                         *CURRENT SURVEY CONTROL
 NO0208  ___________________________________________________________________
 NO0208* NAD 83(1986)-  42 55 47.     (N)    101 12 02.     (W)     SCALED    
 NO0208* NAVD 88     -       952.772  (meters)    3125.89   (feet)  ADJUSTED  
 NO0208  ___________________________________________________________________
 NO0208  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 NO0208  DYNAMIC HT  -         952.364 (meters)    3124.55  (feet)  COMP
 NO0208  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 NO0208
 NO0208  VERT ORDER  -  FIRST     CLASS II
 NO0208
 NO0208.The horizontal coordinates were scaled from a topographic map and have
 NO0208.an estimated accuracy of +/- 6 seconds.
 NO0208
 NO0208.The orthometric height was determined by differential leveling
 NO0208.and adjusted by the National Geodetic Survey in June 1991..
 NO0208
 NO0208.The geoid height was determined by GEOID03.
 NO0208
 NO0208.The dynamic height is computed by dividing the NAVD 88
 NO0208.geopotential number by the normal gravity value computed on the
 NO0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0208.degrees latitude (g = 980.6199 gals.).
 NO0208
 NO0208.The modeled gravity was interpolated from observed gravity values.
 NO0208
 NO0208;                    North         East    Units  Estimated Accuracy
 NO0208;SPC NE       -   344,490.      402,000.      MT  (+/- 180 meters Scaled)
 NO0208
 NO0208                          SUPERSEDED SURVEY CONTROL
 NO0208
 NO0208  NGVD 29 (??/??/92)  952.399  (m)         3124.66   (f) ADJ UNCH    1 2
 NO0208
 NO0208.Superseded values are not recommended for survey control.
 NO0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0208.See file dsdata.txt to determine how the superseded data were derived.
 NO0208
 NO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN204553(NAD 83)
 NO0208_MARKER: DD = SURVEY DISK
 NO0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0208_STAMPING: ES 13 1948
 NO0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0208+STABILITY: SURFACE MOTION
 NO0208
 NO0208  HISTORY     - Date     Condition        Report By
 NO0208  HISTORY     - 1948     MONUMENTED       USGS
 NO0208  HISTORY     - 1957     GOOD             NGS
 NO0208
 NO0208                          STATION DESCRIPTION
 NO0208
 NO0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0208'2.3 MI E FROM CODY.
 NO0208'ABOUT 2.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0208'RAILWAY FROM THE STATION AT CODY, IN SECTION 16, T. 34 N., R.
 NO0208'33 W., 7 FEET SOUTH OF MILEPOST 305, 64 FEET SOUTH OF THE SOUTH
 NO0208'RAIL, 68 FEET NORTH OF THE CENTER LINE OF THE OLD GRADE OF U.S.
 NO0208'HIGHWAY 20, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 NO0208'3 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 NO0208'WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0210 ***********************************************************************
 NO0210  DESIGNATION -  ES 14
 NO0210  PID         -  NO0210
 NO0210  STATE/COUNTY-  NE/CHERRY
 NO0210  USGS QUAD   -  CODY EAST (1985)
 NO0210
 NO0210                         *CURRENT SURVEY CONTROL
 NO0210  ___________________________________________________________________
 NO0210* NAD 83(1986)-  42 56 10.     (N)    101 14 58.     (W)     SCALED    
 NO0210* NAVD 88     -       945.004  (meters)    3100.40   (feet)  ADJUSTED  
 NO0210  ___________________________________________________________________
 NO0210  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 NO0210  DYNAMIC HT  -         944.593 (meters)    3099.05  (feet)  COMP
 NO0210  MODELED GRAV-     980,153.6   (mgal)                       NAVD 88
 NO0210
 NO0210  VERT ORDER  -  FIRST     CLASS II
 NO0210
 NO0210.The horizontal coordinates were scaled from a topographic map and have
 NO0210.an estimated accuracy of +/- 6 seconds.
 NO0210
 NO0210.The orthometric height was determined by differential leveling
 NO0210.and adjusted by the National Geodetic Survey in June 1991..
 NO0210
 NO0210.The geoid height was determined by GEOID03.
 NO0210
 NO0210.The dynamic height is computed by dividing the NAVD 88
 NO0210.geopotential number by the normal gravity value computed on the
 NO0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0210.degrees latitude (g = 980.6199 gals.).
 NO0210
 NO0210.The modeled gravity was interpolated from observed gravity values.
 NO0210
 NO0210;                    North         East    Units  Estimated Accuracy
 NO0210;SPC NE       -   345,260.      398,020.      MT  (+/- 180 meters Scaled)
 NO0210
 NO0210                          SUPERSEDED SURVEY CONTROL
 NO0210
 NO0210  NGVD 29 (??/??/92)  944.622  (m)         3099.15   (f) ADJ UNCH    1 2
 NO0210
 NO0210.Superseded values are not recommended for survey control.
 NO0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0210.See file dsdata.txt to determine how the superseded data were derived.
 NO0210
 NO0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN164561(NAD 83)
 NO0210_MARKER: DD = SURVEY DISK
 NO0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NO0210_SP_SET: CONCRETE FOUNDATION
 NO0210_STAMPING: ES 14 1948
 NO0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0210
 NO0210  HISTORY     - Date     Condition        Report By
 NO0210  HISTORY     - 1948     MONUMENTED       USGS
 NO0210  HISTORY     - 1957     GOOD             NGS
 NO0210
 NO0210                          STATION DESCRIPTION
 NO0210
 NO0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0210'AT CODY.
 NO0210'AT CODY, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, IN SECTION
 NO0210'7, T. 34 N., R 33 W., 294 FEET WEST OF THE SOUTHWEST CORNER OF
 NO0210'THE STATION, 91 FEET EAST OF THE SOUTHEAST CORNER OF A TOOL
 NO0210'SHED, 9 1/2 FEET NORTH OF THE NORTH RAIL, 1 FOOT ABOVE THE LEVEL
 NO0210'OF THE TRACK AND IN THE TOP OF THE SOUTH CORNER OF THE SOUTHWEST
 NO0210'CONCRETE FOUNDATION FOR A RAILROAD WATER TANK THAT HAS BEEN
 NO0210'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0214 ***********************************************************************
 NO0214  DESIGNATION -  ES 15
 NO0214  PID         -  NO0214
 NO0214  STATE/COUNTY-  NE/CHERRY
 NO0214  USGS QUAD   -  CODY WEST (1985)
 NO0214
 NO0214                         *CURRENT SURVEY CONTROL
 NO0214  ___________________________________________________________________
 NO0214* NAD 83(1986)-  42 56 32.     (N)    101 16 37.     (W)     SCALED    
 NO0214* NAVD 88     -       951.490  (meters)    3121.68   (feet)  ADJUSTED  
 NO0214  ___________________________________________________________________
 NO0214  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 NO0214  DYNAMIC HT  -         951.081 (meters)    3120.34  (feet)  COMP
 NO0214  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 NO0214
 NO0214  VERT ORDER  -  FIRST     CLASS II
 NO0214
 NO0214.The horizontal coordinates were scaled from a topographic map and have
 NO0214.an estimated accuracy of +/- 6 seconds.
 NO0214
 NO0214.The orthometric height was determined by differential leveling
 NO0214.and adjusted by the National Geodetic Survey in June 1991..
 NO0214
 NO0214.The geoid height was determined by GEOID03.
 NO0214
 NO0214.The dynamic height is computed by dividing the NAVD 88
 NO0214.geopotential number by the normal gravity value computed on the
 NO0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0214.degrees latitude (g = 980.6199 gals.).
 NO0214
 NO0214.The modeled gravity was interpolated from observed gravity values.
 NO0214
 NO0214;                    North         East    Units  Estimated Accuracy
 NO0214;SPC NE       -   345,970.      395,790.      MT  (+/- 180 meters Scaled)
 NO0214
 NO0214                          SUPERSEDED SURVEY CONTROL
 NO0214
 NO0214  NGVD 29 (??/??/92)  951.109  (m)         3120.43   (f) ADJ UNCH    1 2
 NO0214
 NO0214.Superseded values are not recommended for survey control.
 NO0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0214.See file dsdata.txt to determine how the superseded data were derived.
 NO0214
 NO0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN142569(NAD 83)
 NO0214_MARKER: DD = SURVEY DISK
 NO0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0214_STAMPING: ES 15 1948
 NO0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0214+STABILITY: SURFACE MOTION
 NO0214
 NO0214  HISTORY     - Date     Condition        Report By
 NO0214  HISTORY     - 1948     MONUMENTED       USGS
 NO0214  HISTORY     - 1957     GOOD             NGS
 NO0214
 NO0214                          STATION DESCRIPTION
 NO0214
 NO0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0214'1.7 MI W FROM CODY.
 NO0214'ABOUT 1.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0214'FROM THE STATION AT CODY, IN SECTION 12, T. 34 N., R. 34 W., 73
 NO0214'FEET SOUTHEAST OF THE FIRST POLE EAST OF MILEPOST 309, 97 FEET
 NO0214'SOUTH OF THE SOUTH RAIL, 35 FEET NORTH OF THE CENTER LINE OF U.S.
 NO0214'HIGHWAY 20, 1 FOOT NORTH OF A FENCE LINE, 1 1/2 EAST OF A WHITE
 NO0214'WOODEN WITNESS POST, ABOUT 6 FEET ABOVE THE RAIL AND IN THE
 NO0214'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0223 ***********************************************************************
 NO0223  DESIGNATION -  ES 17
 NO0223  PID         -  NO0223
 NO0223  STATE/COUNTY-  NE/CHERRY
 NO0223  USGS QUAD   -  CODY WEST (1985)
 NO0223
 NO0223                         *CURRENT SURVEY CONTROL
 NO0223  ___________________________________________________________________
 NO0223* NAD 83(1986)-  42 57 06.     (N)    101 20 33.     (W)     SCALED    
 NO0223* NAVD 88     -       957.157  (meters)    3140.27   (feet)  ADJUSTED  
 NO0223  ___________________________________________________________________
 NO0223  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 NO0223  DYNAMIC HT  -         956.752 (meters)    3138.94  (feet)  COMP
 NO0223  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 NO0223
 NO0223  VERT ORDER  -  FIRST     CLASS II
 NO0223
 NO0223.The horizontal coordinates were scaled from a topographic map and have
 NO0223.an estimated accuracy of +/- 6 seconds.
 NO0223
 NO0223.The orthometric height was determined by differential leveling
 NO0223.and adjusted by the National Geodetic Survey in June 1991..
 NO0223
 NO0223.The geoid height was determined by GEOID03.
 NO0223
 NO0223.The dynamic height is computed by dividing the NAVD 88
 NO0223.geopotential number by the normal gravity value computed on the
 NO0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0223.degrees latitude (g = 980.6199 gals.).
 NO0223
 NO0223.The modeled gravity was interpolated from observed gravity values.
 NO0223
 NO0223;                    North         East    Units  Estimated Accuracy
 NO0223;SPC NE       -   347,100.      390,450.      MT  (+/- 180 meters Scaled)
 NO0223
 NO0223                          SUPERSEDED SURVEY CONTROL
 NO0223
 NO0223  NGVD 29 (??/??/92)  956.777  (m)         3139.03   (f) ADJ UNCH    1 2
 NO0223
 NO0223.Superseded values are not recommended for survey control.
 NO0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0223.See file dsdata.txt to determine how the superseded data were derived.
 NO0223
 NO0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN089581(NAD 83)
 NO0223_MARKER: DD = SURVEY DISK
 NO0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0223_STAMPING: ES 17 1948
 NO0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0223+STABILITY: SURFACE MOTION
 NO0223
 NO0223  HISTORY     - Date     Condition        Report By
 NO0223  HISTORY     - 1948     MONUMENTED       USGS
 NO0223  HISTORY     - 1957     GOOD             NGS
 NO0223
 NO0223                          STATION DESCRIPTION
 NO0223
 NO0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0223'5.5 MI W FROM CODY.
 NO0223'ABOUT 5.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0223'FROM THE STATION AT CODY, IN SECTION 5, T. 34 N., R. 34 W., 6
 NO0223'POLES SOUTH OF MILEPOST 313, ON THE OUTSIDE AND NEAR THE CENTER
 NO0223'OF A CURVE, 46 FEET EAST OF THE EAST RAIL, 3 FEET NORTHWEST OF A
 NO0223'T FENCE CORNER, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 NO0223'LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0223'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0225 ***********************************************************************
 NO0225  DESIGNATION -  ES 18
 NO0225  PID         -  NO0225
 NO0225  STATE/COUNTY-  NE/CHERRY
 NO0225  USGS QUAD   -  ELI (1985)
 NO0225
 NO0225                         *CURRENT SURVEY CONTROL
 NO0225  ___________________________________________________________________
 NO0225* NAD 83(1986)-  42 57 36.     (N)    101 22 56.     (W)     SCALED    
 NO0225* NAVD 88     -       966.083  (meters)    3169.56   (feet)  ADJUSTED  
 NO0225  ___________________________________________________________________
 NO0225  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 NO0225  DYNAMIC HT  -         965.675 (meters)    3168.22  (feet)  COMP
 NO0225  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 NO0225
 NO0225  VERT ORDER  -  FIRST     CLASS II
 NO0225
 NO0225.The horizontal coordinates were scaled from a topographic map and have
 NO0225.an estimated accuracy of +/- 6 seconds.
 NO0225
 NO0225.The orthometric height was determined by differential leveling
 NO0225.and adjusted by the National Geodetic Survey in June 1991..
 NO0225
 NO0225.The geoid height was determined by GEOID03.
 NO0225
 NO0225.The dynamic height is computed by dividing the NAVD 88
 NO0225.geopotential number by the normal gravity value computed on the
 NO0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0225.degrees latitude (g = 980.6199 gals.).
 NO0225
 NO0225.The modeled gravity was interpolated from observed gravity values.
 NO0225
 NO0225;                    North         East    Units  Estimated Accuracy
 NO0225;SPC NE       -   348,080.      387,230.      MT  (+/- 180 meters Scaled)
 NO0225
 NO0225                          SUPERSEDED SURVEY CONTROL
 NO0225
 NO0225  NGVD 29 (??/??/92)  965.699  (m)         3168.30   (f) ADJ UNCH    1 2
 NO0225
 NO0225.Superseded values are not recommended for survey control.
 NO0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0225.See file dsdata.txt to determine how the superseded data were derived.
 NO0225
 NO0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN056591(NAD 83)
 NO0225_MARKER: DD = SURVEY DISK
 NO0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0225_STAMPING: ES 18 1948
 NO0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0225+STABILITY: SURFACE MOTION
 NO0225
 NO0225  HISTORY     - Date     Condition        Report By
 NO0225  HISTORY     - 1948     MONUMENTED       USGS
 NO0225  HISTORY     - 1957     GOOD             NGS
 NO0225
 NO0225                          STATION DESCRIPTION
 NO0225
 NO0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0225'7.7 MI W FROM CODY.
 NO0225'ABOUT 7.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0225'FROM THE STATION AT CODY, IN SECTION 36, T. 35 N., R. 35 W.,
 NO0225'101 FEET NORTH-NORTHWEST AND ACROSS THE TRACK FROM MILEPOST 315,
 NO0225'46 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF A FENCE LINE,
 NO0225'1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 NO0225'ABOVE THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0225'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0227 ***********************************************************************
 NO0227  DESIGNATION -  ES 19
 NO0227  PID         -  NO0227
 NO0227  STATE/COUNTY-  NE/CHERRY
 NO0227  USGS QUAD   -  ELI (1985)
 NO0227
 NO0227                         *CURRENT SURVEY CONTROL
 NO0227  ___________________________________________________________________
 NO0227* NAD 83(1986)-  42 57 25.     (N)    101 25 20.     (W)     SCALED    
 NO0227* NAVD 88     -       970.913  (meters)    3185.40   (feet)  ADJUSTED  
 NO0227  ___________________________________________________________________
 NO0227  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 NO0227  DYNAMIC HT  -         970.502 (meters)    3184.06  (feet)  COMP
 NO0227  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 NO0227
 NO0227  VERT ORDER  -  FIRST     CLASS II
 NO0227
 NO0227.The horizontal coordinates were scaled from a topographic map and have
 NO0227.an estimated accuracy of +/- 6 seconds.
 NO0227
 NO0227.The orthometric height was determined by differential leveling
 NO0227.and adjusted by the National Geodetic Survey in June 1991..
 NO0227
 NO0227.The geoid height was determined by GEOID03.
 NO0227
 NO0227.The dynamic height is computed by dividing the NAVD 88
 NO0227.geopotential number by the normal gravity value computed on the
 NO0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0227.degrees latitude (g = 980.6199 gals.).
 NO0227
 NO0227.The modeled gravity was interpolated from observed gravity values.
 NO0227
 NO0227;                    North         East    Units  Estimated Accuracy
 NO0227;SPC NE       -   347,790.      383,960.      MT  (+/- 180 meters Scaled)
 NO0227
 NO0227                          SUPERSEDED SURVEY CONTROL
 NO0227
 NO0227  NGVD 29 (??/??/92)  970.524  (m)         3184.13   (f) ADJ UNCH    1 2
 NO0227
 NO0227.Superseded values are not recommended for survey control.
 NO0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0227.See file dsdata.txt to determine how the superseded data were derived.
 NO0227
 NO0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN024588(NAD 83)
 NO0227_MARKER: DD = SURVEY DISK
 NO0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0227_STAMPING: ES 19 1948
 NO0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0227+STABILITY: SURFACE MOTION
 NO0227
 NO0227  HISTORY     - Date     Condition        Report By
 NO0227  HISTORY     - 1948     MONUMENTED       USGS
 NO0227  HISTORY     - 1957     GOOD             NGS
 NO0227
 NO0227                          STATION DESCRIPTION
 NO0227
 NO0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0227'9.7 MI W FROM CODY.
 NO0227'ABOUT 9.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0227'FROM THE STATION AT CODY, IN SECTION 3, T. 34 N., R. 35 W., 77
 NO0227'FEET NORTHWEST AND ACROSS THE TRACK FROM MILEPOST 317, 46 1/2 FEET
 NO0227'NORTH OF THE NORTH RAIL, 2 1/2 FEET SOUTH OF A FENCE LINE, 1 1/2
 NO0227'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 NO0227'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0151 ***********************************************************************
 NO0151  DESIGNATION -  ES 2
 NO0151  PID         -  NO0151
 NO0151  STATE/COUNTY-  NE/CHERRY
 NO0151  USGS QUAD   -  CROOKSTON WEST (1985)
 NO0151
 NO0151                         *CURRENT SURVEY CONTROL
 NO0151  ___________________________________________________________________
 NO0151* NAD 83(1986)-  42 55 18.     (N)    100 51 58.     (W)     SCALED    
 NO0151* NAVD 88     -       867.310  (meters)    2845.50   (feet)  ADJUSTED  
 NO0151  ___________________________________________________________________
 NO0151  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 NO0151  DYNAMIC HT  -         866.959 (meters)    2844.35  (feet)  COMP
 NO0151  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 NO0151
 NO0151  VERT ORDER  -  FIRST     CLASS II
 NO0151
 NO0151.The horizontal coordinates were scaled from a topographic map and have
 NO0151.an estimated accuracy of +/- 6 seconds.
 NO0151
 NO0151.The orthometric height was determined by differential leveling
 NO0151.and adjusted by the National Geodetic Survey in June 1991..
 NO0151
 NO0151.The geoid height was determined by GEOID03.
 NO0151
 NO0151.The dynamic height is computed by dividing the NAVD 88
 NO0151.geopotential number by the normal gravity value computed on the
 NO0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0151.degrees latitude (g = 980.6199 gals.).
 NO0151
 NO0151.The modeled gravity was interpolated from observed gravity values.
 NO0151
 NO0151;                    North         East    Units  Estimated Accuracy
 NO0151;SPC NE       -   343,270.      429,290.      MT  (+/- 180 meters Scaled)
 NO0151
 NO0151                          SUPERSEDED SURVEY CONTROL
 NO0151
 NO0151  NGVD 29 (??/??/92)  866.989  (m)         2844.45   (f) ADJ UNCH    1 2
 NO0151
 NO0151.Superseded values are not recommended for survey control.
 NO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0151.See file dsdata.txt to determine how the superseded data were derived.
 NO0151
 NO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN477538(NAD 83)
 NO0151_MARKER: DD = SURVEY DISK
 NO0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0151_STAMPING: ES 2 1948
 NO0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0151+STABILITY: SURFACE MOTION
 NO0151
 NO0151  HISTORY     - Date     Condition        Report By
 NO0151  HISTORY     - 1948     MONUMENTED       USGS
 NO0151  HISTORY     - 1957     GOOD             NGS
 NO0151
 NO0151                          STATION DESCRIPTION
 NO0151
 NO0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0151'4.8 MI E FROM KILGORE.
 NO0151'ABOUT 4.75 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0151'FROM THE STATION AT KILGORE, 0.3 MILE WEST OF THE JUNCTION OF
 NO0151'A ROAD SOUTH, IN SECTION 17, T. 34 N., R. 30 W., 52 FEET SOUTH OF
 NO0151'MILEPOST 287, 94 1/2 FEET SOUTH OF THE SOUTH RAIL, 40 FEET NORTH
 NO0151'OF THE CENTER LINE OF U.S. HIGHWAY 20, 1 1/2 FEET WEST OF A WHITE
 NO0151'WOODEN WITNESS POST, 1 1/2 FEET NORTHEAST OF A RAILROAD RIGHT-OF-WAY
 NO0151'MARKER POST, 5 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE
 NO0151'POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0229 ***********************************************************************
 NO0229  DESIGNATION -  ES 20
 NO0229  PID         -  NO0229
 NO0229  STATE/COUNTY-  NE/CHERRY
 NO0229  USGS QUAD   -  ELI (1985)
 NO0229
 NO0229                         *CURRENT SURVEY CONTROL
 NO0229  ___________________________________________________________________
 NO0229* NAD 83(1986)-  42 57 10.     (N)    101 27 08.     (W)     SCALED    
 NO0229* NAVD 88     -       981.085  (meters)    3218.78   (feet)  ADJUSTED  
 NO0229  ___________________________________________________________________
 NO0229  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 NO0229  DYNAMIC HT  -         980.669 (meters)    3217.41  (feet)  COMP
 NO0229  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 NO0229
 NO0229  VERT ORDER  -  FIRST     CLASS II
 NO0229
 NO0229.The horizontal coordinates were scaled from a topographic map and have
 NO0229.an estimated accuracy of +/- 6 seconds.
 NO0229
 NO0229.The orthometric height was determined by differential leveling
 NO0229.and adjusted by the National Geodetic Survey in June 1991..
 NO0229
 NO0229.The geoid height was determined by GEOID03.
 NO0229
 NO0229.The dynamic height is computed by dividing the NAVD 88
 NO0229.geopotential number by the normal gravity value computed on the
 NO0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0229.degrees latitude (g = 980.6199 gals.).
 NO0229
 NO0229.The modeled gravity was interpolated from observed gravity values.
 NO0229
 NO0229;                    North         East    Units  Estimated Accuracy
 NO0229;SPC NE       -   347,370.      381,500.      MT  (+/- 180 meters Scaled)
 NO0229
 NO0229                          SUPERSEDED SURVEY CONTROL
 NO0229
 NO0229  NGVD 29 (??/??/92)  980.694  (m)         3217.49   (f) ADJ UNCH    1 2
 NO0229
 NO0229.Superseded values are not recommended for survey control.
 NO0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0229.See file dsdata.txt to determine how the superseded data were derived.
 NO0229
 NO0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN999584(NAD 83)
 NO0229_MARKER: P = PIPE CAP
 NO0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0229_STAMPING: ES 20 1948
 NO0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0229+STABILITY: SURFACE MOTION
 NO0229
 NO0229  HISTORY     - Date     Condition        Report By
 NO0229  HISTORY     - 1948     MONUMENTED       USGS
 NO0229  HISTORY     - 1957     GOOD             NGS
 NO0229
 NO0229                          STATION DESCRIPTION
 NO0229
 NO0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0229'11.4 MI W FROM CODY.
 NO0229'ABOUT 11.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0229'FROM THE STATION AT CODY, IN SECTION 4, T. 34 N., R. 35 W., 87
 NO0229'FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM THE 11 POLE EAST
 NO0229'OF MILEPOST 319, 38 FEET NORTH OF THE NORTH RAIL, 87 FEET NORTHEAST
 NO0229'OF THE CENTER OF A ROAD CROSSING, 10 FEET SOUTH OF A FENCE LINE,
 NO0229'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 NO0229'TRACK AND IN THE TOP OF A 4-INCH IRON PIPE THAT IS FILLED
 NO0229'WITH CONCRETE AND PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0303 ***********************************************************************
 NO0303  DESIGNATION -  ES 22
 NO0303  PID         -  NO0303
 NO0303  STATE/COUNTY-  NE/CHERRY
 NO0303  USGS QUAD   -  MERRIMAN NE (1990)
 NO0303
 NO0303                         *CURRENT SURVEY CONTROL
 NO0303  ___________________________________________________________________
 NO0303* NAD 83(1986)-  42 56 13.     (N)    101 32 39.     (W)     SCALED    
 NO0303* NAVD 88     -       967.056  (meters)    3172.75   (feet)  ADJUSTED  
 NO0303  ___________________________________________________________________
 NO0303  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 NO0303  DYNAMIC HT  -         966.644 (meters)    3171.40  (feet)  COMP
 NO0303  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 NO0303
 NO0303  VERT ORDER  -  FIRST     CLASS II
 NO0303
 NO0303.The horizontal coordinates were scaled from a topographic map and have
 NO0303.an estimated accuracy of +/- 6 seconds.
 NO0303
 NO0303.The orthometric height was determined by differential leveling
 NO0303.and adjusted by the National Geodetic Survey in June 1991..
 NO0303
 NO0303.The geoid height was determined by GEOID03.
 NO0303
 NO0303.The dynamic height is computed by dividing the NAVD 88
 NO0303.geopotential number by the normal gravity value computed on the
 NO0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0303.degrees latitude (g = 980.6199 gals.).
 NO0303
 NO0303.The modeled gravity was interpolated from observed gravity values.
 NO0303
 NO0303;                    North         East    Units  Estimated Accuracy
 NO0303;SPC NE       -   345,740.      373,970.      MT  (+/- 180 meters Scaled)
 NO0303
 NO0303                          SUPERSEDED SURVEY CONTROL
 NO0303
 NO0303  NGVD 29 (??/??/92)  966.661  (m)         3171.45   (f) ADJ UNCH    1 2
 NO0303
 NO0303.Superseded values are not recommended for survey control.
 NO0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0303.See file dsdata.txt to determine how the superseded data were derived.
 NO0303
 NO0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN924569(NAD 83)
 NO0303_MARKER: DD = SURVEY DISK
 NO0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0303_STAMPING: FS 22 1948
 NO0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0303+STABILITY: SURFACE MOTION
 NO0303
 NO0303  HISTORY     - Date     Condition        Report By
 NO0303  HISTORY     - 1948     MONUMENTED       USGS
 NO0303  HISTORY     - 1957     GOOD             NGS
 NO0303
 NO0303                          STATION DESCRIPTION
 NO0303
 NO0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0303'8.3 MI E FROM MERRIMAN.
 NO0303'ABOUT 8.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0303'FROM THE STATION AT MERRIMAN, IN SECTION 10, T. 34 N., R. 36 W.,
 NO0303'15 FEET SOUTHEAST OF THE FOURTH POLE EAST OF MILEPOST 324, 49
 NO0303'FEET SOUTH OF THE SOUTH RAIL, 407 FEET EAST-SOUTHEAST OF THE
 NO0303'SOUTHEAST CORNER OF BRIDGE 515, 14 FEET WEST OF A T FENCE CORNER,
 NO0303'28 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CATTLE GUARD, 30
 NO0303'FEET NORTH OF THE CENTER LINE OF A DIM ROAD, 2 1/2 FEET LOWER
 NO0303'THAN THE TRACK, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST
 NO0303'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0199 ***********************************************************************
 NO0199  DESIGNATION -  ES 23
 NO0199  PID         -  NO0199
 NO0199  STATE/COUNTY-  NE/CHERRY
 NO0199  USGS QUAD   -  NENZEL (1985)
 NO0199
 NO0199                         *CURRENT SURVEY CONTROL
 NO0199  ___________________________________________________________________
 NO0199* NAD 83(1986)-  42 55 33.     (N)    101 06 10.     (W)     SCALED    
 NO0199* NAVD 88     -       949.422  (meters)    3114.90   (feet)  ADJUSTED  
 NO0199  ___________________________________________________________________
 NO0199  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 NO0199  DYNAMIC HT  -         949.018 (meters)    3113.57  (feet)  COMP
 NO0199  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 NO0199
 NO0199  VERT ORDER  -  FIRST     CLASS II
 NO0199
 NO0199.The horizontal coordinates were scaled from a topographic map and have
 NO0199.an estimated accuracy of +/- 6 seconds.
 NO0199
 NO0199.The orthometric height was determined by differential leveling
 NO0199.and adjusted by the National Geodetic Survey in June 1991..
 NO0199
 NO0199.The geoid height was determined by GEOID03.
 NO0199
 NO0199.The dynamic height is computed by dividing the NAVD 88
 NO0199.geopotential number by the normal gravity value computed on the
 NO0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0199.degrees latitude (g = 980.6199 gals.).
 NO0199
 NO0199.The modeled gravity was interpolated from observed gravity values.
 NO0199
 NO0199;                    North         East    Units  Estimated Accuracy
 NO0199;SPC NE       -   343,960.      409,980.      MT  (+/- 180 meters Scaled)
 NO0199
 NO0199                          SUPERSEDED SURVEY CONTROL
 NO0199
 NO0199  NGVD 29 (??/??/92)  949.058  (m)         3113.70   (f) ADJ UNCH    1 2
 NO0199
 NO0199.Superseded values are not recommended for survey control.
 NO0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0199.See file dsdata.txt to determine how the superseded data were derived.
 NO0199
 NO0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN283547(NAD 83)
 NO0199_MARKER: DD = SURVEY DISK
 NO0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NO0199_SP_SET: BUILDING
 NO0199_STAMPING: ES 23 1948
 NO0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0199
 NO0199  HISTORY     - Date     Condition        Report By
 NO0199  HISTORY     - 1948     MONUMENTED       USGS
 NO0199  HISTORY     - 1957     GOOD             NGS
 NO0199
 NO0199                          STATION DESCRIPTION
 NO0199
 NO0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0199'8 MI W FROM KILGORE.
 NO0199'ABOUT 7.95 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0199'FROM THE STATION AT KILGORE, AT NENZEL, IN SECTION 16, T. 34 N.,
 NO0199'R. 32 W., 0.1 MILE SOUTH ALONG A STREET FROM THE STATION, 64
 NO0199'FEET EAST OF THE CENTER LINE OF THE STREET, 13 FEET SOUTHWEST
 NO0199'OF THE CENTER OF THE ENTRANCE TO THE SCHOOL BUILDING, 1 FOOT
 NO0199'SOUTHWEST OF THE SOUTHWEST EDGE OF A MANHOLE, IN THE TOP OF THE
 NO0199'SOUTHWEST CORNER OF THE CONCRETE PAVED IN FRONT OF THE SCHOOL
 NO0199'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0154 ***********************************************************************
 NO0154  DESIGNATION -  ES 3
 NO0154  PID         -  NO0154
 NO0154  STATE/COUNTY-  NE/CHERRY
 NO0154  USGS QUAD   -  KILGORE (1985)
 NO0154
 NO0154                         *CURRENT SURVEY CONTROL
 NO0154  ___________________________________________________________________
 NO0154* NAD 83(1986)-  42 55 19.     (N)    100 54 09.     (W)     SCALED    
 NO0154* NAVD 88     -       877.484  (meters)    2878.88   (feet)  ADJUSTED  
 NO0154  ___________________________________________________________________
 NO0154  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 NO0154  DYNAMIC HT  -         877.127 (meters)    2877.71  (feet)  COMP
 NO0154  MODELED GRAV-     980,183.8   (mgal)                       NAVD 88
 NO0154
 NO0154  VERT ORDER  -  FIRST     CLASS II
 NO0154
 NO0154.The horizontal coordinates were scaled from a topographic map and have
 NO0154.an estimated accuracy of +/- 6 seconds.
 NO0154
 NO0154.The orthometric height was determined by differential leveling
 NO0154.and adjusted by the National Geodetic Survey in June 1991..
 NO0154
 NO0154.The geoid height was determined by GEOID03.
 NO0154
 NO0154.The dynamic height is computed by dividing the NAVD 88
 NO0154.geopotential number by the normal gravity value computed on the
 NO0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0154.degrees latitude (g = 980.6199 gals.).
 NO0154
 NO0154.The modeled gravity was interpolated from observed gravity values.
 NO0154
 NO0154;                    North         East    Units  Estimated Accuracy
 NO0154;SPC NE       -   343,340.      426,320.      MT  (+/- 180 meters Scaled)
 NO0154
 NO0154                          SUPERSEDED SURVEY CONTROL
 NO0154
 NO0154  NGVD 29 (??/??/92)  877.159  (m)         2877.81   (f) ADJ UNCH    1 2
 NO0154
 NO0154.Superseded values are not recommended for survey control.
 NO0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0154.See file dsdata.txt to determine how the superseded data were derived.
 NO0154
 NO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN447539(NAD 83)
 NO0154_MARKER: DD = SURVEY DISK
 NO0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0154_STAMPING: ES 3 1948
 NO0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0154+STABILITY: SURFACE MOTION
 NO0154
 NO0154  HISTORY     - Date     Condition        Report By
 NO0154  HISTORY     - 1948     MONUMENTED       USGS
 NO0154  HISTORY     - 1957     GOOD             NGS
 NO0154
 NO0154                          STATION DESCRIPTION
 NO0154
 NO0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0154'2.8 MI E FROM KILGORE.
 NO0154'ABOUT 2.75 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0154'RAILWAY FROM THE STATION AT KILGORE, IN SECTION 18, T. 34 N.,
 NO0154'R. 30 W., 70 FEET WEST-SOUTHWEST OF MILEPOST 289, 96 FEET
 NO0154'SOUTH-SOUTHWEST OF THE NEAR RAIL, 35 FEET NORTH-NORTHEAST OF THE
 NO0154'CENTER LINE OF U.S. HIGHWAY 20, 1 1/2 FET EAST OF A RAILROAD
 NO0154'RIGHT-OF-WAY MARKER POST, 1 1/2 FEET WEST OF A WHITE WOODEN
 NO0154'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND IN THE TOP
 NO0154'OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0156 ***********************************************************************
 NO0156  DESIGNATION -  ES 4
 NO0156  PID         -  NO0156
 NO0156  STATE/COUNTY-  NE/CHERRY
 NO0156  USGS QUAD   -  KILGORE (1985)
 NO0156
 NO0156                         *CURRENT SURVEY CONTROL
 NO0156  ___________________________________________________________________
 NO0156* NAD 83(1986)-  42 56 02.     (N)    100 56 22.     (W)     SCALED    
 NO0156* NAVD 88     -       887.508  (meters)    2911.77   (feet)  ADJUSTED  
 NO0156  ___________________________________________________________________
 NO0156  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 NO0156  DYNAMIC HT  -         887.145 (meters)    2910.57  (feet)  COMP
 NO0156  MODELED GRAV-     980,181.9   (mgal)                       NAVD 88
 NO0156
 NO0156  VERT ORDER  -  FIRST     CLASS II
 NO0156
 NO0156.The horizontal coordinates were scaled from a topographic map and have
 NO0156.an estimated accuracy of +/- 6 seconds.
 NO0156
 NO0156.The orthometric height was determined by differential leveling
 NO0156.and adjusted by the National Geodetic Survey in June 1991..
 NO0156
 NO0156.The geoid height was determined by GEOID03.
 NO0156
 NO0156.The dynamic height is computed by dividing the NAVD 88
 NO0156.geopotential number by the normal gravity value computed on the
 NO0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0156.degrees latitude (g = 980.6199 gals.).
 NO0156
 NO0156.The modeled gravity was interpolated from observed gravity values.
 NO0156
 NO0156;                    North         East    Units  Estimated Accuracy
 NO0156;SPC NE       -   344,690.      423,320.      MT  (+/- 180 meters Scaled)
 NO0156
 NO0156                          SUPERSEDED SURVEY CONTROL
 NO0156
 NO0156  NGVD 29 (??/??/92)  887.176  (m)         2910.68   (f) ADJ UNCH    1 2
 NO0156
 NO0156.Superseded values are not recommended for survey control.
 NO0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0156.See file dsdata.txt to determine how the superseded data were derived.
 NO0156
 NO0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN417552(NAD 83)
 NO0156_MARKER: DD = SURVEY DISK
 NO0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0156_STAMPING: ES 4 1948
 NO0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0156+STABILITY: SURFACE MOTION
 NO0156
 NO0156  HISTORY     - Date     Condition        Report By
 NO0156  HISTORY     - 1948     MONUMENTED       USGS
 NO0156  HISTORY     - 1957     GOOD             NGS
 NO0156
 NO0156                          STATION DESCRIPTION
 NO0156
 NO0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0156'0.8 MI E FROM KILGORE.
 NO0156'ABOUT 0.75 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0156'FROM THE STATION AT KILGORE, IN SECTION 11, T. 34 N., R. 31 W.,
 NO0156'56 1/2 FEET SOUTH OF MILEPOST 291, 96 FEET SOUTH-SOUTHWEST OF
 NO0156'THE NEAR RAIL, 34 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 NO0156'HIGHWAY, 1 1/2 FEET SOUTHEAST OF A RAILROAD RIGHT-OF-WAY MARKER,
 NO0156'1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NO0156'WITH THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1
 NO0156'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0157 ***********************************************************************
 NO0157  DESIGNATION -  ES 5
 NO0157  PID         -  NO0157
 NO0157  STATE/COUNTY-  NE/CHERRY
 NO0157  USGS QUAD   -  KILGORE (1985)
 NO0157
 NO0157                         *CURRENT SURVEY CONTROL
 NO0157  ___________________________________________________________________
 NO0157* NAD 83(1986)-  42 56 12.     (N)    100 57 13.     (W)     SCALED    
 NO0157* NAVD 88     -       890.107  (meters)    2920.29   (feet)  ADJUSTED  
 NO0157  ___________________________________________________________________
 NO0157  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 NO0157  DYNAMIC HT  -         889.743 (meters)    2919.10  (feet)  COMP
 NO0157  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 NO0157
 NO0157  VERT ORDER  -  FIRST     CLASS II
 NO0157
 NO0157.The horizontal coordinates were scaled from a topographic map and have
 NO0157.an estimated accuracy of +/- 6 seconds.
 NO0157
 NO0157.The orthometric height was determined by differential leveling
 NO0157.and adjusted by the National Geodetic Survey in June 1991..
 NO0157
 NO0157.The geoid height was determined by GEOID03.
 NO0157
 NO0157.The dynamic height is computed by dividing the NAVD 88
 NO0157.geopotential number by the normal gravity value computed on the
 NO0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0157.degrees latitude (g = 980.6199 gals.).
 NO0157
 NO0157.The modeled gravity was interpolated from observed gravity values.
 NO0157
 NO0157;                    North         East    Units  Estimated Accuracy
 NO0157;SPC NE       -   345,020.      422,170.      MT  (+/- 180 meters Scaled)
 NO0157
 NO0157                          SUPERSEDED SURVEY CONTROL
 NO0157
 NO0157  NGVD 29 (??/??/92)  889.774  (m)         2919.20   (f) ADJ UNCH    1 2
 NO0157
 NO0157.Superseded values are not recommended for survey control.
 NO0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0157.See file dsdata.txt to determine how the superseded data were derived.
 NO0157
 NO0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN405556(NAD 83)
 NO0157_MARKER: DD = SURVEY DISK
 NO0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NO0157_SP_SET: CONCRETE FOUNDATION
 NO0157_STAMPING: ES 5 1948
 NO0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0157
 NO0157  HISTORY     - Date     Condition        Report By
 NO0157  HISTORY     - 1948     MONUMENTED       USGS
 NO0157  HISTORY     - 1957     GOOD             NGS
 NO0157
 NO0157                          STATION DESCRIPTION
 NO0157
 NO0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0157'AT KILGORE.
 NO0157'AT KILGORE, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, 167
 NO0157'FEET WEST OF THE SOUTHWEST CORNER OF THE STATION, 15 FEET NORTH
 NO0157'OF THE NORTH RAIL, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF
 NO0157'THE SOUTH END OF THE WEST CONCRETE FOUNDATION OF A RAILROAD
 NO0157'WATER TANK THAT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0159 ***********************************************************************
 NO0159  DESIGNATION -  ES 6
 NO0159  PID         -  NO0159
 NO0159  STATE/COUNTY-  NE/CHERRY
 NO0159  USGS QUAD   -  KILGORE (1985)
 NO0159
 NO0159                         *CURRENT SURVEY CONTROL
 NO0159  ___________________________________________________________________
 NO0159* NAD 83(1986)-  42 56 01.     (N)    100 58 42.     (W)     SCALED    
 NO0159* NAVD 88     -       902.455  (meters)    2960.80   (feet)  ADJUSTED  
 NO0159  ___________________________________________________________________
 NO0159  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 NO0159  DYNAMIC HT  -         902.083 (meters)    2959.58  (feet)  COMP
 NO0159  MODELED GRAV-     980,177.3   (mgal)                       NAVD 88
 NO0159
 NO0159  VERT ORDER  -  FIRST     CLASS II
 NO0159
 NO0159.The horizontal coordinates were scaled from a topographic map and have
 NO0159.an estimated accuracy of +/- 6 seconds.
 NO0159
 NO0159.The orthometric height was determined by differential leveling
 NO0159.and adjusted by the National Geodetic Survey in June 1991..
 NO0159
 NO0159.The geoid height was determined by GEOID03.
 NO0159
 NO0159.The dynamic height is computed by dividing the NAVD 88
 NO0159.geopotential number by the normal gravity value computed on the
 NO0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0159.degrees latitude (g = 980.6199 gals.).
 NO0159
 NO0159.The modeled gravity was interpolated from observed gravity values.
 NO0159
 NO0159;                    North         East    Units  Estimated Accuracy
 NO0159;SPC NE       -   344,700.      420,140.      MT  (+/- 180 meters Scaled)
 NO0159
 NO0159                          SUPERSEDED SURVEY CONTROL
 NO0159
 NO0159  NGVD 29 (??/??/92)  902.116  (m)         2959.69   (f) ADJ UNCH    1 2
 NO0159
 NO0159.Superseded values are not recommended for survey control.
 NO0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0159.See file dsdata.txt to determine how the superseded data were derived.
 NO0159
 NO0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN385553(NAD 83)
 NO0159_MARKER: DD = SURVEY DISK
 NO0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0159_STAMPING: ES 6 1948
 NO0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0159+STABILITY: SURFACE MOTION
 NO0159
 NO0159  HISTORY     - Date     Condition        Report By
 NO0159  HISTORY     - 1948     MONUMENTED       USGS
 NO0159  HISTORY     - 1957     GOOD             NGS
 NO0159
 NO0159                          STATION DESCRIPTION
 NO0159
 NO0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0159'1.2 MI W FROM KILGORE.
 NO0159'ABOUT 1.25 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0159'FROM THE STATION AT KILGORE, IN SECTION 9, T. 34 N., R. 31 W.,
 NO0159'53 FEET SOUTHEAST OF MILEPOST 293, 98 FEET SOUTH OF THE SOUTH
 NO0159'RAIL, 34 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 39
 NO0159'FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD NORTHWEST,
 NO0159'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT WEST OF A
 NO0159'RAILROAD RIGHT-OF-WAY MARKER POST, ABOUT 10 FEET LOWER THAN THE
 NO0159'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0160 ***********************************************************************
 NO0160  DESIGNATION -  ES 7
 NO0160  PID         -  NO0160
 NO0160  STATE/COUNTY-  NE/CHERRY
 NO0160  USGS QUAD   -  KILGORE (1985)
 NO0160
 NO0160                         *CURRENT SURVEY CONTROL
 NO0160  ___________________________________________________________________
 NO0160* NAD 83(1986)-  42 55 33.     (N)    100 59 32.     (W)     SCALED    
 NO0160* NAVD 88     -       914.167  (meters)    2999.23   (feet)  ADJUSTED  
 NO0160  ___________________________________________________________________
 NO0160  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 NO0160  DYNAMIC HT  -         913.788 (meters)    2997.99  (feet)  COMP
 NO0160  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 NO0160
 NO0160  VERT ORDER  -  FIRST     CLASS II
 NO0160
 NO0160.The horizontal coordinates were scaled from a topographic map and have
 NO0160.an estimated accuracy of +/- 6 seconds.
 NO0160
 NO0160.The orthometric height was determined by differential leveling
 NO0160.and adjusted by the National Geodetic Survey in June 1991..
 NO0160
 NO0160.The geoid height was determined by GEOID03.
 NO0160
 NO0160.The dynamic height is computed by dividing the NAVD 88
 NO0160.geopotential number by the normal gravity value computed on the
 NO0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0160.degrees latitude (g = 980.6199 gals.).
 NO0160
 NO0160.The modeled gravity was interpolated from observed gravity values.
 NO0160
 NO0160;                    North         East    Units  Estimated Accuracy
 NO0160;SPC NE       -   343,850.      419,000.      MT  (+/- 180 meters Scaled)
 NO0160
 NO0160                          SUPERSEDED SURVEY CONTROL
 NO0160
 NO0160  NGVD 29 (??/??/92)  913.824  (m)         2998.10   (f) ADJ UNCH    1 2
 NO0160
 NO0160.Superseded values are not recommended for survey control.
 NO0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0160.See file dsdata.txt to determine how the superseded data were derived.
 NO0160
 NO0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN374545(NAD 83)
 NO0160_MARKER: DD = SURVEY DISK
 NO0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0160_STAMPING: ES 7 1948
 NO0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0160+STABILITY: SURFACE MOTION
 NO0160
 NO0160  HISTORY     - Date     Condition        Report By
 NO0160  HISTORY     - 1948     MONUMENTED       CGS
 NO0160  HISTORY     - 1957     GOOD             NGS
 NO0160
 NO0160                          STATION DESCRIPTION
 NO0160
 NO0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0160'2.2 MI W FROM KILGORE.
 NO0160'ABOUT 2.15 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0160'FROM THE STATION AT KILGORE, IN SECTION 17, T.34 N., R.31 W.,
 NO0160'9 FEET SOUTHWEST OF THE SECOND POLE NORTHEAST OF MILEPOST 294,
 NO0160'49 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 82 FEET NORTHWEST
 NO0160'OF THE CENTER LINE OF THE OLD GRADE OF U.S. HIGHWAY 20, 24 FEET
 NO0160'SOUTHWEST OF THE CENTER LINE OF A RANCH ROAD NORTHWEST, 1 1/2
 NO0160'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 NO0160'LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0160'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0189 ***********************************************************************
 NO0189  DESIGNATION -  ES 8
 NO0189  PID         -  NO0189
 NO0189  STATE/COUNTY-  NE/CHERRY
 NO0189  USGS QUAD   -  NENZEL (1985)
 NO0189
 NO0189                         *CURRENT SURVEY CONTROL
 NO0189  ___________________________________________________________________
 NO0189* NAD 83(1986)-  42 55 07.     (N)    101 00 38.     (W)     SCALED    
 NO0189* NAVD 88     -       929.924  (meters)    3050.93   (feet)  ADJUSTED  
 NO0189  ___________________________________________________________________
 NO0189  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 NO0189  DYNAMIC HT  -         929.537 (meters)    3049.66  (feet)  COMP
 NO0189  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 NO0189
 NO0189  VERT ORDER  -  FIRST     CLASS II
 NO0189
 NO0189.The horizontal coordinates were scaled from a topographic map and have
 NO0189.an estimated accuracy of +/- 6 seconds.
 NO0189
 NO0189.The orthometric height was determined by differential leveling
 NO0189.and adjusted by the National Geodetic Survey in June 1991..
 NO0189
 NO0189.The geoid height was determined by GEOID03.
 NO0189
 NO0189.The dynamic height is computed by dividing the NAVD 88
 NO0189.geopotential number by the normal gravity value computed on the
 NO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0189.degrees latitude (g = 980.6199 gals.).
 NO0189
 NO0189.The modeled gravity was interpolated from observed gravity values.
 NO0189
 NO0189;                    North         East    Units  Estimated Accuracy
 NO0189;SPC NE       -   343,060.      417,500.      MT  (+/- 180 meters Scaled)
 NO0189
 NO0189                          SUPERSEDED SURVEY CONTROL
 NO0189
 NO0189  NGVD 29 (??/??/92)  929.578  (m)         3049.79   (f) ADJ UNCH    1 2
 NO0189
 NO0189.Superseded values are not recommended for survey control.
 NO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0189.See file dsdata.txt to determine how the superseded data were derived.
 NO0189
 NO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN359537(NAD 83)
 NO0189_MARKER: DD = SURVEY DISK
 NO0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0189_STAMPING: ES 8 1948
 NO0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0189+STABILITY: SURFACE MOTION
 NO0189
 NO0189  HISTORY     - Date     Condition        Report By
 NO0189  HISTORY     - 1948     MONUMENTED       CGS
 NO0189  HISTORY     - 1957     GOOD             NGS
 NO0189
 NO0189                          STATION DESCRIPTION
 NO0189
 NO0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0189'3.2 MI E FROM KILGORE.
 NO0189'ABOUT 3.25 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0189'FROM THE STATION AT KILGOR, IN SECTION 18, T.34 N., R.31 W.,
 NO0189'70 FEET SOUTHWEST OF MILEPOST 295, 97 FEET SOUTH OF THE SOUTH
 NO0189'RAIL, 34 FEET NORTH OF THE CENTER LINE OF THE OLD GRADE OF U.S.
 NO0189'HIGHWAY 20, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1
 NO0189'FOOT WEST OF A RAILROAD-RIGHT-OF-WAY MARKER POST, ABOUT 10 FEET
 NO0189'ABOVE THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0189'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0191 ***********************************************************************
 NO0191  DESIGNATION -  ES 9
 NO0191  PID         -  NO0191
 NO0191  STATE/COUNTY-  NE/CHERRY
 NO0191  USGS QUAD   -  NENZEL (1985)
 NO0191
 NO0191                         *CURRENT SURVEY CONTROL
 NO0191  ___________________________________________________________________
 NO0191* NAD 83(1986)-  42 55 25.     (N)    101 02 54.     (W)     SCALED    
 NO0191* NAVD 88     -       941.151  (meters)    3087.76   (feet)  ADJUSTED  
 NO0191  ___________________________________________________________________
 NO0191  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 NO0191  DYNAMIC HT  -         940.757 (meters)    3086.47  (feet)  COMP
 NO0191  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 NO0191
 NO0191  VERT ORDER  -  FIRST     CLASS II
 NO0191
 NO0191.The horizontal coordinates were scaled from a topographic map and have
 NO0191.an estimated accuracy of +/- 6 seconds.
 NO0191
 NO0191.The orthometric height was determined by differential leveling
 NO0191.and adjusted by the National Geodetic Survey in June 1991..
 NO0191
 NO0191.The geoid height was determined by GEOID03.
 NO0191
 NO0191.The dynamic height is computed by dividing the NAVD 88
 NO0191.geopotential number by the normal gravity value computed on the
 NO0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0191.degrees latitude (g = 980.6199 gals.).
 NO0191
 NO0191.The modeled gravity was interpolated from observed gravity values.
 NO0191
 NO0191;                    North         East    Units  Estimated Accuracy
 NO0191;SPC NE       -   343,650.      414,420.      MT  (+/- 180 meters Scaled)
 NO0191
 NO0191                          SUPERSEDED SURVEY CONTROL
 NO0191
 NO0191  NGVD 29 (??/??/92)  940.799  (m)         3086.60   (f) ADJ UNCH    1 2
 NO0191
 NO0191.Superseded values are not recommended for survey control.
 NO0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0191.See file dsdata.txt to determine how the superseded data were derived.
 NO0191
 NO0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN328543(NAD 83)
 NO0191_MARKER: DD = SURVEY DISK
 NO0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0191_STAMPING: ES 9 1948
 NO0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0191+STABILITY: SURFACE MOTION
 NO0191
 NO0191  HISTORY     - Date     Condition        Report By
 NO0191  HISTORY     - 1948     MONUMENTED       USGS
 NO0191  HISTORY     - 1957     GOOD             NGS
 NO0191
 NO0191                          STATION DESCRIPTION
 NO0191
 NO0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0191'5.2 MI W FROM KILGORE.
 NO0191'ABOUT 5.25 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0191'FROM THE STATION AT KILGORE, IN SECTION 14, T.34 N., R.32 W.,
 NO0191'0.15 MILE EAST OF A ROAD SOUTH, 55 FEET SOUTHEAST OF MILEPOST 297,
 NO0191'97 FEET SOUTH OF THE SOUTH RAIL, 35 FEET NORTH OF THE CENTER
 NO0191'LINE OF THE OLD GRADE OF U.S. HIGHWAY 20, 2 FEET WEST OF A
 NO0191'WHITE WOODEN WITNESS POST, 1 1/2 FEET EAST OF A RAILROAD
 NO0191'RIGHT-OF-WAY MARKER POST, ABOUT LEVEL WITH THE TRACK AND IN THE
 NO0191'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0631 ***********************************************************************
 NN0631  DESIGNATION -  ET 1 JA
 NN0631  PID         -  NN0631
 NN0631  STATE/COUNTY-  NE/ANTELOPE
 NN0631  USGS QUAD   -  ORCHARD NW (1986)
 NN0631
 NN0631                         *CURRENT SURVEY CONTROL
 NN0631  ___________________________________________________________________
 NN0631* NAD 83(1995)-  42 22 53.10748(N)    098 09 01.77763(W)     ADJUSTED  
 NN0631* NAVD 88     -       552.     (meters)    1811.     (feet)  SCALED    
 NN0631  ___________________________________________________________________
 NN0631  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 NN0631  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 NN0631
 NN0631  HORZ ORDER  -  THIRD
 NN0631
 NN0631.The horizontal coordinates were established by classical geodetic methods
 NN0631.and adjusted by the National Geodetic Survey in August 1997..
 NN0631
 NN0631.The orthometric height was scaled from a topographic map.
 NN0631
 NN0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0631
 NN0631.The geoid height was determined by GEOID03.
 NN0631
 NN0631;                    North         East     Units Scale Factor Converg.
 NN0631;SPC NE       -   284,542.192   652,268.698   MT  0.99977542   +1 13 32.4
 NN0631;UTM  14      - 4,692,475.594   569,932.620   MT  0.99966017   +0 34 21.5
 NN0631
 NN0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0631!SPC NE       -   0.99991733  x   0.99977542  =   0.99969277
 NN0631!UTM  14      -   0.99991733  x   0.99966017  =   0.99957753
 NN0631
 NN0631:                Primary Azimuth Mark                     Grid Az
 NN0631:SPC NE       -  AZ ROYAL WT SE                           155 24 25.2
 NN0631:UTM  14      -  AZ ROYAL WT SE                           156 03 36.1
 NN0631
 NN0631|---------------------------------------------------------------------|
 NN0631| PID    Reference Object                     Distance      Geod. Az  |
 NN0631|                                                           dddmmss.s |
 NN0631| CO2138 AZ ROYAL WT SE                                     1563757.6 |
 NN0631| CO2136 AZ ORCHARD WT SW                                   2385302.6 |
 NN0631|---------------------------------------------------------------------|
 NN0631
 NN0631                          SUPERSEDED SURVEY CONTROL
 NN0631
 NN0631  NAD 83(1986)-  42 22 53.11179(N)    098 09 01.78101(W) AD(       ) 3
 NN0631  NAD 27      -  42 22 53.09434(N)    098 09 00.52412(W) AD(       ) 3
 NN0631
 NN0631.Superseded values are not recommended for survey control.
 NN0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0631.See file dsdata.txt to determine how the superseded data were derived.
 NN0631
 NN0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM6993392476(NAD 83)
 NN0631_MARKER: DE = TRAVERSE STATION DISK
 NN0631_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0631
 NN0631  HISTORY     - Date     Condition        Report By
 NN0631  HISTORY     - 1961     MONUMENTED       USGS
 NN0631
 NN0631                          STATION DESCRIPTION
 NN0631
 NN0631'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NN0631'ROYAL, 3.5 MI N. AND 1.25 MI W. OF, T. 28 N., R. 7 W., NEAR THE CENTER
 NN0631'OF THE SE. QUARTER OF SEC. 20.  1100 FT N. AND 14 FT W. ALONG FIELD
 NN0631'RD. FROM THE E. SIXTEENTH COR. BETWEEN SECS. 20 AND 29.  166 FT S. AND
 NN0631'14 FT W. OF T - FENCE S., 2 FT W. OF A N. - S. FENCE AND ON THE CREST
 NN0631'OF A HILL.  A STANDARD TABLET SET IN A CONCRETE POST AND STAMPED---
 NN0631'ET 1 JA 1961---.  AZIMUTH TO ROYAL WATER TANK ABOUT 4.0 MI DISTANT--
 NN0631'S 23 DEG 22 MIN 05 SEC E.  AZIMUTH TO ORCHARD WATER TANK ABOUT 6.0 MI
 NN0631'DISTANT--S 58 DEG 53 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1958 ***********************************************************************
 MK1958  DESIGNATION -  ET 1 TET
 MK1958  PID         -  MK1958
 MK1958  STATE/COUNTY-  NE/MADISON
 MK1958  USGS QUAD   -  CLOSTER SE (1985)
 MK1958
 MK1958                         *CURRENT SURVEY CONTROL
 MK1958  ___________________________________________________________________
 MK1958* NAD 83(1995)-  41 45 37.72781(N)    097 45 18.59899(W)     ADJUSTED  
 MK1958* NAVD 88     -       549.3    (meters)    1802.     (feet)  VERTCON   
 MK1958  ___________________________________________________________________
 MK1958  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 MK1958  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 MK1958
 MK1958  HORZ ORDER  -  THIRD
 MK1958  VERT ORDER  -  THIRD ? (See Below)
 MK1958
 MK1958.The horizontal coordinates were established by classical geodetic methods
 MK1958.and adjusted by the National Geodetic Survey in August 1997..
 MK1958
 MK1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1958.The vertical order pertains to the NGVD 29 superseded value.
 MK1958
 MK1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1958
 MK1958.The geoid height was determined by GEOID03.
 MK1958
 MK1958;                    North         East     Units Scale Factor Converg.
 MK1958;SPC NE       -   216,385.359   686,599.143   MT  0.99966844   +1 29 15.5
 MK1958;UTM  14      - 4,623,931.901   603,480.801   MT  0.99973177   +0 49 45.0
 MK1958
 MK1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1958!SPC NE       -   0.99991770  x   0.99966844  =   0.99958616
 MK1958!UTM  14      -   0.99991770  x   0.99973177  =   0.99964949
 MK1958
 MK1958:                Primary Azimuth Mark                     Grid Az
 MK1958:SPC NE       -  AZ S EAVE BARN NNE                       007 56 39.4
 MK1958:UTM  14      -  AZ S EAVE BARN NNE                       008 36 09.9
 MK1958
 MK1958|---------------------------------------------------------------------|
 MK1958| PID    Reference Object                     Distance      Geod. Az  |
 MK1958|                                                           dddmmss.s |
 MK1958| CN7773 AZ S EAVE BARN NNE                                 0092554.9 |
 MK1958| CN7776 AZ S EAVE SCHOOLHOUSE NNW                          3424324.1 |
 MK1958|---------------------------------------------------------------------|
 MK1958
 MK1958                          SUPERSEDED SURVEY CONTROL
 MK1958
 MK1958  NAD 83(1986)-  41 45 37.73503(N)    097 45 18.60384(W) AD(       ) 3
 MK1958  NAD 27      -  41 45 37.68948(N)    097 45 17.41287(W) AD(       ) 3
 MK1958  NGVD 29 (07/19/86)  549.1    (m)         1802.     (f) LEVELING    3  
 MK1958
 MK1958.Superseded values are not recommended for survey control.
 MK1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1958.See file dsdata.txt to determine how the superseded data were derived.
 MK1958
 MK1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM0348123932(NAD 83)
 MK1958_MARKER: DE = TRAVERSE STATION DISK
 MK1958_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1958
 MK1958  HISTORY     - Date     Condition        Report By
 MK1958  HISTORY     - 1961     MONUMENTED       USGS
 MK1958  HISTORY     - 1990     GOOD             LOCSUR
 MK1958
 MK1958                          STATION DESCRIPTION
 MK1958
 MK1958'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 MK1958'NEWMAN GROVE, 0.75 MI N. AND 1.0 MI E. OF, NEAR SIXTEENTH COR. BETWEEN
 MK1958'SECS. 26 AND 27, T. 21 N., R. 4 W., 346 FT S. AND 35 FT E. OF CENTER
 MK1958'OF RD. AT FENCE E., RIGHT - OF - WAY FENCE NEAR CREST OF HILL,
 MK1958'STANDARD TABLET SET IN CONCRETE POST STAMPED---ET 1 TET 1961---.
 MK1958'AZIMUTH TO S. EAVE SCHOOLHOUSE NNW. ABOUT 0.8 MI DISTANT--N 17 DEG
 MK1958'16 MIN 20 SEC W.  AZIMUTH TO S. EAVE RED BARN NNE. ABOUT 0.5 MI
 MK1958'DISTANT--N 9 DEG 26 MIN 10 SEC E.
 MK1958
 MK1958                          STATION RECOVERY (1990)
 MK1958
 MK1958'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (MD)
 MK1958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0644 ***********************************************************************
 NN0644  DESIGNATION -  ET 10 JA
 NN0644  PID         -  NN0644
 NN0644  STATE/COUNTY-  NE/HOLT
 NN0644  USGS QUAD   -  DELOIT SW (1986)
 NN0644
 NN0644                         *CURRENT SURVEY CONTROL
 NN0644  ___________________________________________________________________
 NN0644* NAD 83(1995)-  42 07 25.93543(N)    098 29 40.83971(W)     ADJUSTED  
 NN0644* NAVD 88     -       619.1    (meters)    2031.     (feet)  VERTCON   
 NN0644  ___________________________________________________________________
 NN0644  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 NN0644  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 NN0644
 NN0644  HORZ ORDER  -  THIRD
 NN0644  VERT ORDER  -  THIRD ? (See Below)
 NN0644
 NN0644.The horizontal coordinates were established by classical geodetic methods
 NN0644.and adjusted by the National Geodetic Survey in August 1997..
 NN0644
 NN0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0644.The vertical order pertains to the NGVD 29 superseded value.
 NN0644
 NN0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0644
 NN0644.The geoid height was determined by GEOID03.
 NN0644
 NN0644;                    North         East     Units Scale Factor Converg.
 NN0644;SPC NE       -   255,396.123   624,433.379   MT  0.99971672   +0 59 51.3
 NN0644;UTM  14      - 4,663,653.167   541,768.384   MT  0.99962147   +0 20 20.2
 NN0644
 NN0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0644!SPC NE       -   0.99990670  x   0.99971672  =   0.99962344
 NN0644!UTM  14      -   0.99990670  x   0.99962147  =   0.99952820
 NN0644
 NN0644:                Primary Azimuth Mark                     Grid Az
 NN0644:SPC NE       -  AZ WINDMILL NE                           050 56 37.6
 NN0644:UTM  14      -  AZ WINDMILL NE                           051 36 08.7
 NN0644
 NN0644|---------------------------------------------------------------------|
 NN0644| PID    Reference Object                     Distance      Geod. Az  |
 NN0644|                                                           dddmmss.s |
 NN0644| CO2150 AZ WINDMILL NE                                     0515628.9 |
 NN0644| CO2153 AZ WINDMILL NW                                     3221733.9 |
 NN0644|---------------------------------------------------------------------|
 NN0644
 NN0644                          SUPERSEDED SURVEY CONTROL
 NN0644
 NN0644  NAD 83(1986)-  42 07 25.94049(N)    098 29 40.84549(W) AD(       ) 3
 NN0644  NAD 27      -  42 07 25.93192(N)    098 29 39.55837(W) AD(       ) 3
 NN0644  NGVD 29 (07/19/86)  618.9    (m)         2031.     (f) LEVELING    3  
 NN0644
 NN0644.Superseded values are not recommended for survey control.
 NN0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0644.See file dsdata.txt to determine how the superseded data were derived.
 NN0644
 NN0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4176863653(NAD 83)
 NN0644_MARKER: DE = TRAVERSE STATION DISK
 NN0644_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0644
 NN0644  HISTORY     - Date     Condition        Report By
 NN0644  HISTORY     - 1961     MONUMENTED       USGS
 NN0644
 NN0644                          STATION DESCRIPTION
 NN0644
 NN0644'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NN0644'EWING, 9.0 MI S. AND 7.5 MI W. OF, T. 25 N., R. 10 W., ABOUT 500 FT E.
 NN0644'OF THE QUARTER COR. BETWEEN SECS. 20 AND 21, ABOUT 1000 FT SE. OF A
 NN0644'WINDMILL, ON THE HIGHEST SANDHILL IN THE VICINITY.  A STANDARD TABLET
 NN0644'SET IN A CONCRETE POST AND STAMPED---ET 10 JA 1961---.  AZIMUTH TO
 NN0644'WINDMILL ABOUT 0.25 MI DISTANT--N 37 DEG 43 MIN 20 SEC W.  AZIMUTH TO
 NN0644'WINDMILL ABOUT 1.5 MI DISTANT--N 51 DEG 55 MIN 35 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1064 ***********************************************************************
 ML1064  DESIGNATION -  ET 11 JA
 ML1064  PID         -  ML1064
 ML1064  STATE/COUNTY-  NE/WHEELER
 ML1064  USGS QUAD   -  MIGNERY RANCH (1985)
 ML1064
 ML1064                         *CURRENT SURVEY CONTROL
 ML1064  ___________________________________________________________________
 ML1064* NAD 83(1995)-  41 59 50.85589(N)    098 29 24.39943(W)     ADJUSTED  
 ML1064* NAVD 88     -       625.2    (meters)    2051.     (feet)  VERTCON   
 ML1064  ___________________________________________________________________
 ML1064  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 ML1064  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ML1064
 ML1064  HORZ ORDER  -  THIRD
 ML1064  VERT ORDER  -  THIRD ? (See Below)
 ML1064
 ML1064.The horizontal coordinates were established by classical geodetic methods
 ML1064.and adjusted by the National Geodetic Survey in August 1997..
 ML1064.No horizontal observational check was made to the station.
 ML1064
 ML1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1064.The vertical order pertains to the NGVD 29 superseded value.
 ML1064
 ML1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1064
 ML1064.The geoid height was determined by GEOID03.
 ML1064
 ML1064;                    North         East     Units Scale Factor Converg.
 ML1064;SPC NE       -   241,367.948   625,055.963   MT  0.99969535   +1 00 02.2
 ML1064;UTM  14      - 4,649,619.937   542,229.537   MT  0.99962194   +0 20 28.2
 ML1064
 ML1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1064!SPC NE       -   0.99990574  x   0.99969535  =   0.99960112
 ML1064!UTM  14      -   0.99990574  x   0.99962194  =   0.99952772
 ML1064
 ML1064:                Primary Azimuth Mark                     Grid Az
 ML1064:SPC NE       -  AZ WINDMILL SE                           147 50 54.1
 ML1064:UTM  14      -  AZ WINDMILL SE                           148 30 28.1
 ML1064
 ML1064|---------------------------------------------------------------------|
 ML1064| PID    Reference Object                     Distance      Geod. Az  |
 ML1064|                                                           dddmmss.s |
 ML1064| CN7786 AZ WINDMILL SE                                     1485056.3 |
 ML1064| ML1065 STA 58                               76.299 METERS 19208     |
 ML1064|---------------------------------------------------------------------|
 ML1064
 ML1064                          SUPERSEDED SURVEY CONTROL
 ML1064
 ML1064  NAD 83(1986)-  41 59 50.86120(N)    098 29 24.40565(W) AD(       ) 3
 ML1064  NAD 27      -  41 59 50.85654(N)    098 29 23.10012(W) AD(       ) 3
 ML1064  NGVD 29 (07/19/86)  625.0    (m)         2051.     (f) LEVELING    3  
 ML1064
 ML1064.Superseded values are not recommended for survey control.
 ML1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1064.See file dsdata.txt to determine how the superseded data were derived.
 ML1064
 ML1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4223049620(NAD 83)
 ML1064_MARKER: DE = TRAVERSE STATION DISK
 ML1064_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 ML1064
 ML1064  HISTORY     - Date     Condition        Report By
 ML1064  HISTORY     - 1961     MONUMENTED       USGS
 ML1064
 ML1064                          STATION DESCRIPTION
 ML1064
 ML1064'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 ML1064'BARTLETT, 7.5 MI N. AND 3.25 MI E. OF, T. 23 N., R. 10 W., NEAR N.
 ML1064'SIXTEENTH COR. BETWEEN SECS. 4 AND 5, 211 FT S. AND 34 FT W. OF CENTER
 ML1064'OF RD. AT T - FENCE W., 15 FT W. OF A 2 - IN. COTTONWOOD TREE.  A
 ML1064'STANDARD TABLET STAMPED---ET 11 JA 1961---AND SET IN THE TOP OF A
 ML1064'CONCRETE POST.  AZIMUTH TO WINDMILL ABOUT 1.0 MI DISTANT--S 31 DEG
 ML1064'09 MIN 45 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1315 ***********************************************************************
 MO1315  DESIGNATION -  ET 12 GT
 MO1315  PID         -  MO1315
 MO1315  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO1315  USGS QUAD   -  ROBB DRAW (1990)
 MO1315
 MO1315                         *CURRENT SURVEY CONTROL
 MO1315  ___________________________________________________________________
 MO1315* NAD 83(1995)-  41 45 31.92595(N)    104 01 15.54225(W)     ADJUSTED  
 MO1315* NAVD 88     -      1373.6    (meters)    4507.     (feet)  VERTCON   
 MO1315  ___________________________________________________________________
 MO1315  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 MO1315  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 MO1315
 MO1315  HORZ ORDER  -  THIRD
 MO1315
 MO1315.The horizontal coordinates were established by classical geodetic methods
 MO1315.and adjusted by the National Geodetic Survey in August 1997..
 MO1315
 MO1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1315
 MO1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1315
 MO1315.The geoid height was determined by GEOID03.
 MO1315
 MO1315;                    North         East     Units Scale Factor Converg.
 MO1315;SPC NE       -   221,555.842   165,835.073   MT  0.99966832   -2 39 52.9
 MO1315;SPC WY E     -   140,431.098   295,272.971   MT  1.00004916   +0 45 47.1
 MO1315;UTM  13      - 4,623,467.320   581,385.616   MT  0.99968151   +0 39 07.4
 MO1315
 MO1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1315!SPC NE       -   0.99978746  x   0.99966832  =   0.99945585
 MO1315!SPC WY E     -   0.99978746  x   1.00004916  =   0.99983661
 MO1315!UTM  13      -   0.99978746  x   0.99968151  =   0.99946904
 MO1315
 MO1315:                Primary Azimuth Mark                     Grid Az
 MO1315:SPC NE       -  ET 17 ES                                 257 40 01.5
 MO1315:SPC WY E     -  ET 17 ES                                 254 14 21.5
 MO1315:UTM  13      -  ET 17 ES                                 254 21 01.2
 MO1315
 MO1315|---------------------------------------------------------------------|
 MO1315| PID    Reference Object                     Distance      Geod. Az  |
 MO1315|                                                           dddmmss.s |
 MO1315| MO1320 ET 17 ES                            APPROX. 8.2 KM 2550008.6 |
 MO1315|---------------------------------------------------------------------|
 MO1315
 MO1315                          SUPERSEDED SURVEY CONTROL
 MO1315
 MO1315  NAD 83(1995)-  41 45 31.92568(N)    104 01 15.54271(W) AD(       ) 3
 MO1315  NAD 83(1986)-  41 45 31.91415(N)    104 01 15.54882(W) AD(       ) 3
 MO1315  NGVD 29 (09/11/89) 1372.8    (m)         4504.     (f) VERT ANG       
 MO1315
 MO1315.Superseded values are not recommended for survey control.
 MO1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1315.See file dsdata.txt to determine how the superseded data were derived.
 MO1315
 MO1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG8138623467(NAD 83)
 MO1315_MARKER: DS = TRIANGULATION STATION DISK
 MO1315_SETTING: 0 = UNSPECIFIED SETTING
 MO1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1315
 MO1315  HISTORY     - Date     Condition        Report By
 MO1315  HISTORY     - 1958     MONUMENTED       USGS
 MO1315
 MO1315                          STATION DESCRIPTION
 MO1315
 MO1315'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1315'LYMAN, 11.0 MI. S. AND 0.5 MI. E. OF, 0.3 MI. N. OF SW. COR. SEC. 26,
 MO1315'T 21 N, R 58 W, 1.5 FT. N. AND 1.7 FT. E. OF FENCES N. AND E.
 MO1315'
 MO1315'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1315'STAMPED---ET 12 GT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0640 ***********************************************************************
 NN0640  DESIGNATION -  ET 12 JA
 NN0640  PID         -  NN0640
 NN0640  STATE/COUNTY-  NE/WHEELER
 NN0640  USGS QUAD   -  DELOIT SW (1986)
 NN0640
 NN0640                         *CURRENT SURVEY CONTROL
 NN0640  ___________________________________________________________________
 NN0640* NAD 83(1995)-  42 00 03.81836(N)    098 23 00.16170(W)     ADJUSTED  
 NN0640* NAVD 88     -       626.3    (meters)    2055.     (feet)  VERTCON   
 NN0640  ___________________________________________________________________
 NN0640  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 NN0640  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 NN0640
 NN0640  HORZ ORDER  -  THIRD
 NN0640  VERT ORDER  -  THIRD ? (See Below)
 NN0640
 NN0640.The horizontal coordinates were established by classical geodetic methods
 NN0640.and adjusted by the National Geodetic Survey in August 1997..
 NN0640
 NN0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0640.The vertical order pertains to the NGVD 29 superseded value.
 NN0640
 NN0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0640
 NN0640.The geoid height was determined by GEOID03.
 NN0640
 NN0640;                    North         East     Units Scale Factor Converg.
 NN0640;SPC NE       -   241,927.533   633,887.585   MT  0.99969589   +1 04 16.8
 NN0640;UTM  14      - 4,650,077.866   551,066.404   MT  0.99963209   +0 24 45.4
 NN0640
 NN0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0640!SPC NE       -   0.99990559  x   0.99969589  =   0.99960151
 NN0640!UTM  14      -   0.99990559  x   0.99963209  =   0.99953771
 NN0640
 NN0640:                Primary Azimuth Mark                     Grid Az
 NN0640:SPC NE       -  AZ WINDMILL NW                           304 21 28.9
 NN0640:UTM  14      -  AZ WINDMILL NW                           305 01 00.3
 NN0640
 NN0640|---------------------------------------------------------------------|
 NN0640| PID    Reference Object                     Distance      Geod. Az  |
 NN0640|                                                           dddmmss.s |
 NN0640| CO2153 AZ WINDMILL NW                                     3052545.7 |
 NN0640| CO2152 AZ WINDMILL NNW                                    3312335.7 |
 NN0640|---------------------------------------------------------------------|
 NN0640
 NN0640                          SUPERSEDED SURVEY CONTROL
 NN0640
 NN0640  NAD 83(1986)-  42 00 03.82334(N)    098 23 00.16787(W) AD(       ) 3
 NN0640  NAD 27      -  42 00 03.79072(N)    098 22 58.88340(W) AD(       ) 3
 NN0640  NGVD 29 (07/19/86)  626.1    (m)         2054.     (f) LEVELING    3  
 NN0640
 NN0640.Superseded values are not recommended for survey control.
 NN0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0640.See file dsdata.txt to determine how the superseded data were derived.
 NN0640
 NN0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5106650078(NAD 83)
 NN0640_MARKER: DE = TRAVERSE STATION DISK
 NN0640_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0640
 NN0640  HISTORY     - Date     Condition        Report By
 NN0640  HISTORY     - 1961     MONUMENTED       USGS
 NN0640
 NN0640                          STATION DESCRIPTION
 NN0640
 NN0640'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NN0640'BARTLETT, 8.0 MI N. AND 8.75 MI E. OF, T. 23 N., R. 9 W., 263 FT S. OF
 NN0640'QUARTER COR. BETWEEN SECS. 5 AND 32, 3 FT W. OF FENCE AND NEAR CREST
 NN0640'OF RIDGE.  A STANDARD TABLET SET IN A CONCRETE POST AND STAMPED---ET
 NN0640'12 JA 1961---.  AZIMUTH TO WINDMILL ABOUT 0.5 MI DISTANT--N 54 DEG
 NN0640'33 MIN 50 SEC W.  AZIMUTH TO WINDMILL ABOUT 2.0 MI DISTANT--N 28 DEG
 NN0640'36 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0636 ***********************************************************************
 NN0636  DESIGNATION -  ET 13 JA
 NN0636  PID         -  NN0636
 NN0636  STATE/COUNTY-  NE/ANTELOPE
 NN0636  USGS QUAD   -  NELIGH SE (1986)
 NN0636
 NN0636                         *CURRENT SURVEY CONTROL
 NN0636  ___________________________________________________________________
 NN0636* NAD 83(1995)-  42 00 06.81322(N)    098 06 21.93879(W)     ADJUSTED  
 NN0636* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 NN0636  ___________________________________________________________________
 NN0636  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 NN0636  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 NN0636
 NN0636  HORZ ORDER  -  THIRD
 NN0636
 NN0636.The horizontal coordinates were established by classical geodetic methods
 NN0636.and adjusted by the National Geodetic Survey in August 1997..
 NN0636
 NN0636.The orthometric height was scaled from a topographic map.
 NN0636
 NN0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0636
 NN0636.The geoid height was determined by GEOID03.
 NN0636
 NN0636;                    North         East     Units Scale Factor Converg.
 NN0636;SPC NE       -   242,486.101   656,846.654   MT  0.99969601   +1 15 18.3
 NN0636;UTM  14      - 4,650,372.799   574,029.286   MT  0.99966743   +0 35 53.5
 NN0636
 NN0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0636!SPC NE       -   0.99991301  x   0.99969601  =   0.99960905
 NN0636!UTM  14      -   0.99991301  x   0.99966743  =   0.99958047
 NN0636
 NN0636:                Primary Azimuth Mark                     Grid Az
 NN0636:SPC NE       -  AZ WINDMILL SW                           236 57 28.9
 NN0636:UTM  14      -  AZ WINDMILL SW                           237 36 53.7
 NN0636
 NN0636|---------------------------------------------------------------------|
 NN0636| PID    Reference Object                     Distance      Geod. Az  |
 NN0636|                                                           dddmmss.s |
 NN0636| CO2156 AZ WINDMILL SW                                     2381247.2 |
 NN0636| CO2130 AZ CUPOLA BARN NNW                                 3511435.8 |
 NN0636|---------------------------------------------------------------------|
 NN0636
 NN0636                          SUPERSEDED SURVEY CONTROL
 NN0636
 NN0636  NAD 83(1986)-  42 00 06.81682(N)    098 06 21.94403(W) AD(       ) 3
 NN0636  NAD 27      -  42 00 06.78769(N)    098 06 20.70281(W) AD(       ) 3
 NN0636
 NN0636.Superseded values are not recommended for survey control.
 NN0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0636.See file dsdata.txt to determine how the superseded data were derived.
 NN0636
 NN0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM7402950373(NAD 83)
 NN0636_MARKER: DE = TRAVERSE STATION DISK
 NN0636_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0636
 NN0636  HISTORY     - Date     Condition        Report By
 NN0636  HISTORY     - 1961     MONUMENTED       USGS
 NN0636
 NN0636                          STATION DESCRIPTION
 NN0636
 NN0636'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NN0636'ELGIN, 1.0 MI N. AND 1.0 MI W. OF.  TPS. 23 AND 24 N., R. 7 W., NEAR
 NN0636'COR. SECS. 2, 3, 34 AND 35.  31 FT S., AND 528 FT W. OF CROSSROADS.  3
 NN0636'FT NW. OF A FENCE COR.  IN A CONCRETE POST.  A STANDARD TABLET STAMPED
 NN0636'---ET 13 JA 1961---.  AZIMUTH TO WINDMILL ABOUT 2.0 MI DISTANT--S 58
 NN0636'DEG 13 MIN 10 SEC W.  AZIMUTH TO CUPOLA ON BARN ABOUT 0.5 MI DISTANT--
 NN0636'N 8 DEG 45 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0637 ***********************************************************************
 NN0637  DESIGNATION -  ET 14 JA
 NN0637  PID         -  NN0637
 NN0637  STATE/COUNTY-  NE/ANTELOPE
 NN0637  USGS QUAD   -  NELIGH SW (1986)
 NN0637
 NN0637                         *CURRENT SURVEY CONTROL
 NN0637  ___________________________________________________________________
 NN0637* NAD 83(1995)-  42 07 06.65869(N)    098 08 50.59995(W)     ADJUSTED  
 NN0637* NAVD 88     -       584.     (meters)    1916.     (feet)  SCALED    
 NN0637  ___________________________________________________________________
 NN0637  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 NN0637  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 NN0637
 NN0637  HORZ ORDER  -  THIRD
 NN0637
 NN0637.The horizontal coordinates were established by classical geodetic methods
 NN0637.and adjusted by the National Geodetic Survey in August 1997..
 NN0637
 NN0637.The orthometric height was scaled from a topographic map.
 NN0637
 NN0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0637
 NN0637.The geoid height was determined by GEOID03.
 NN0637
 NN0637;                    North         East     Units Scale Factor Converg.
 NN0637;SPC NE       -   255,359.134   653,149.825   MT  0.99971571   +1 13 39.8
 NN0637;UTM  14      - 4,663,286.804   570,480.315   MT  0.99966112   +0 34 18.6
 NN0637
 NN0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0637!SPC NE       -   0.99991224  x   0.99971571  =   0.99962798
 NN0637!UTM  14      -   0.99991224  x   0.99966112  =   0.99957339
 NN0637
 NN0637:                Primary Azimuth Mark                     Grid Az
 NN0637:SPC NE       -  AZ NELIGH STANDPIPE                      078 05 00.5
 NN0637:UTM  14      -  AZ NELIGH STANDPIPE                      078 44 21.7
 NN0637
 NN0637|---------------------------------------------------------------------|
 NN0637| PID    Reference Object                     Distance      Geod. Az  |
 NN0637|                                                           dddmmss.s |
 NN0637| CO2134 AZ NELIGH STANDPIPE                                0791840.3 |
 NN0637| CO2127 AZ CLEARWATER WT NW                                3290006.8 |
 NN0637|---------------------------------------------------------------------|
 NN0637
 NN0637                          SUPERSEDED SURVEY CONTROL
 NN0637
 NN0637  NAD 83(1986)-  42 07 06.66249(N)    098 08 50.60328(W) AD(       ) 3
 NN0637  NAD 27      -  42 07 06.63830(N)    098 08 49.34746(W) AD(       ) 3
 NN0637
 NN0637.Superseded values are not recommended for survey control.
 NN0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0637.See file dsdata.txt to determine how the superseded data were derived.
 NN0637
 NN0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM7048063287(NAD 83)
 NN0637_MARKER: DE = TRAVERSE STATION DISK
 NN0637_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0637
 NN0637  HISTORY     - Date     Condition        Report By
 NN0637  HISTORY     - 1961     MONUMENTED       USGS
 NN0637
 NN0637                          STATION DESCRIPTION
 NN0637
 NN0637'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NN0637'NELIGH, 1.0 MI S. AND 6.0 MI W. OF.  T. 25 N., R. 7 W., NEAR COR. OF
 NN0637'SECS. 20, 21, 28 AND 29, 105 FT N., AND 550 FT W. OF AN E. - W. RD. AT
 NN0637'RIGHT - OF - WAY S., 31 FT E. OF A FENCE AND ON TOP OF A HILL.  IN A
 NN0637'CONCRETE POST.  A STANDARD TABLET STAMPED---ET 14 JA 1961---.  AZIMUTH
 NN0637'TO CLEARWATER WATER TANK ABOUT 4.0 MI DISTANT--N 30 DEG 59 MIN 40 SEC
 NN0637'W.  AZIMUTH TO NELIGH STANDPIPE ABOUT 5.0 MI DISTANT--N 79 DEG 18 MIN
 NN0637'55 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1807 ***********************************************************************
 NM1807  DESIGNATION -  ET 15 JA
 NM1807  PID         -  NM1807
 NM1807  STATE/COUNTY-  NE/ANTELOPE
 NM1807  USGS QUAD   -  TILDEN NW (1963)
 NM1807
 NM1807                         *CURRENT SURVEY CONTROL
 NM1807  ___________________________________________________________________
 NM1807* NAD 83(1995)-  42 08 15.50607(N)    097 59 22.49561(W)     ADJUSTED  
 NM1807* NAVD 88     -       567.8    (meters)    1863.     (feet)  VERTCON   
 NM1807  ___________________________________________________________________
 NM1807  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 NM1807  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 NM1807
 NM1807  HORZ ORDER  -  THIRD
 NM1807  VERT ORDER  -  THIRD ? (See Below)
 NM1807
 NM1807.The horizontal coordinates were established by classical geodetic methods
 NM1807.and adjusted by the National Geodetic Survey in August 1997..
 NM1807
 NM1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1807.The vertical order pertains to the NGVD 29 superseded value.
 NM1807
 NM1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1807
 NM1807.The geoid height was determined by GEOID03.
 NM1807
 NM1807;                    North         East     Units Scale Factor Converg.
 NM1807;SPC NE       -   257,773.641   666,143.602   MT  0.99971934   +1 19 56.3
 NM1807;UTM  14      - 4,665,552.484   583,500.272   MT  0.99968579   +0 40 40.6
 NM1807
 NM1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1807!SPC NE       -   0.99991482  x   0.99971934  =   0.99963418
 NM1807!UTM  14      -   0.99991482  x   0.99968579  =   0.99960064
 NM1807
 NM1807:                Primary Azimuth Mark                     Grid Az
 NM1807:SPC NE       -  AZ CUPOLA BARN NNE                       018 32 10.6
 NM1807:UTM  14      -  AZ CUPOLA BARN NNE                       019 11 26.3
 NM1807
 NM1807|---------------------------------------------------------------------|
 NM1807| PID    Reference Object                     Distance      Geod. Az  |
 NM1807|                                                           dddmmss.s |
 NM1807| CO2129 AZ CUPOLA BARN NNE                                 0195206.9 |
 NM1807| CO2156 AZ WINDMILL SW                                     2323408.9 |
 NM1807|---------------------------------------------------------------------|
 NM1807
 NM1807                          SUPERSEDED SURVEY CONTROL
 NM1807
 NM1807  NAD 83(1986)-  42 08 15.50975(N)    097 59 22.49829(W) AD(       ) 3
 NM1807  NAD 27      -  42 08 15.48291(N)    097 59 21.25551(W) AD(       ) 3
 NM1807  NGVD 29 (07/19/86)  567.6    (m)         1862.     (f) LEVELING    3  
 NM1807
 NM1807.Superseded values are not recommended for survey control.
 NM1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1807.See file dsdata.txt to determine how the superseded data were derived.
 NM1807
 NM1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM8350065552(NAD 83)
 NM1807_MARKER: DE = TRAVERSE STATION DISK
 NM1807_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1807
 NM1807  HISTORY     - Date     Condition        Report By
 NM1807  HISTORY     - 1961     MONUMENTED       USGS
 NM1807
 NM1807                          STATION DESCRIPTION
 NM1807
 NM1807'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NM1807'NELIGH, 0.3 MI N. AND 2.0 MI E. OF.  T. 25 N., R. 6 W., NEAR S.
 NM1807'SIXTEENTH COR. BETWEEN SEC. 14 AND 15.  159 FT N. AND 33 FT W. OF
 NM1807'CENTER OF RD. AT FIELD LINE E.  ON A SMALL CREST, 64 FT S. OF POWER
 NM1807'LINE POLE.  IN A CONCRETE POST.  A STANDARD TABLET STAMPED---ET 15 JA
 NM1807'1961---.  AZIMUTH TO CUPOLA ON BARN ABOUT 2.0 MI DISTANT--N 19 DEG
 NM1807'52 MIN 10 SEC E.  AZIMUTH TO WINDMILL ABOUT 0.5 MI DISTANT--S 52 DEG
 NM1807'34 MIN 15 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1804 ***********************************************************************
 NM1804  DESIGNATION -  ET 16 JA
 NM1804  PID         -  NM1804
 NM1804  STATE/COUNTY-  NE/PIERCE
 NM1804  USGS QUAD   -  OAKDALE (1963)
 NM1804
 NM1804                         *CURRENT SURVEY CONTROL
 NM1804  ___________________________________________________________________
 NM1804* NAD 83(1995)-  42 06 47.12959(N)    097 53 33.46430(W)     ADJUSTED  
 NM1804* NAVD 88     -       583.0    (meters)    1913.     (feet)  VERTCON   
 NM1804  ___________________________________________________________________
 NM1804  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 NM1804  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 NM1804
 NM1804  HORZ ORDER  -  THIRD
 NM1804  VERT ORDER  -  THIRD ? (See Below)
 NM1804
 NM1804.The horizontal coordinates were established by classical geodetic methods
 NM1804.and adjusted by the National Geodetic Survey in August 1997..
 NM1804
 NM1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1804.The vertical order pertains to the NGVD 29 superseded value.
 NM1804
 NM1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1804
 NM1804.The geoid height was determined by GEOID03.
 NM1804
 NM1804;                    North         East     Units Scale Factor Converg.
 NM1804;SPC NE       -   255,239.224   674,220.827   MT  0.99971470   +1 23 47.6
 NM1804;UTM  14      - 4,662,926.080   591,547.854   MT  0.99970312   +0 44 33.5
 NM1804
 NM1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1804!SPC NE       -   0.99991244  x   0.99971470  =   0.99962717
 NM1804!UTM  14      -   0.99991244  x   0.99970312  =   0.99961559
 NM1804
 NM1804:                Primary Azimuth Mark                     Grid Az
 NM1804:SPC NE       -  AZ TILDEN WT SE                          146 12 49.1
 NM1804:UTM  14      -  AZ TILDEN WT SE                          146 52 03.2
 NM1804
 NM1804|---------------------------------------------------------------------|
 NM1804| PID    Reference Object                     Distance      Geod. Az  |
 NM1804|                                                           dddmmss.s |
 NM1804| CO2144 AZ TILDEN WT SE                                    1473636.7 |
 NM1804| CO2155 AZ WINDMILL SSW                                    1981922.7 |
 NM1804|---------------------------------------------------------------------|
 NM1804
 NM1804                          SUPERSEDED SURVEY CONTROL
 NM1804
 NM1804  NAD 83(1986)-  42 06 47.13368(N)    097 53 33.46662(W) AD(       ) 3
 NM1804  NAD 27      -  42 06 47.10596(N)    097 53 32.23312(W) AD(       ) 3
 NM1804  NGVD 29 (07/19/86)  582.8    (m)         1912.     (f) LEVELING    3  
 NM1804
 NM1804.Superseded values are not recommended for survey control.
 NM1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1804.See file dsdata.txt to determine how the superseded data were derived.
 NM1804
 NM1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9154862926(NAD 83)
 NM1804_MARKER: DE = TRAVERSE STATION DISK
 NM1804_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1804
 NM1804  HISTORY     - Date     Condition        Report By
 NM1804  HISTORY     - 1961     MONUMENTED       USGS
 NM1804
 NM1804                          STATION DESCRIPTION
 NM1804
 NM1804'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NM1804'NELIGH, 1.5 MI S. AND 7.0 MI E. OF.  T. 25 N., R. 5 W., NEAR THE
 NM1804'QUARTER COR. BETWEEN SECS. 27 AND 28.  560 FT N. AND 32 FT E. OF
 NM1804'CENTER OF RD. AT T - FENCE W., AND ON THE CREST OF A HILL.  IN A
 NM1804'CONCRETE POST.  A STANDARD TABLET STAMPED---ET 16 JA 1961---.  AZIMUTH
 NM1804'TO TILDEN WATER TOWER ABOUT 7.0 MI DISTANT--S 32 DEG 23 MIN 25 SEC W.
 NM1804'AZIMUTH TO WINDMILL ABOUT 0.5 MI DISTANT--S 18 DEG 19 MIN 25 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1321 ***********************************************************************
 MO1321  DESIGNATION -  ET 17 GT
 MO1321  PID         -  MO1321
 MO1321  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO1321  USGS QUAD   -  MC COMPSEY PASS (1990)
 MO1321
 MO1321                         *CURRENT SURVEY CONTROL
 MO1321  ___________________________________________________________________
 MO1321* NAD 83(1995)-  41 37 34.87678(N)    104 00 21.42258(W)     ADJUSTED  
 MO1321* NAVD 88     -      1411.79   (+/-2cm)    4631.8    (feet)  VERTCON   
 MO1321  ___________________________________________________________________
 MO1321  LAPLACE CORR-          -5.44  (seconds)                    DEFLEC99
 MO1321  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 MO1321
 MO1321  HORZ ORDER  -  THIRD
 MO1321  VERT ORDER  -  THIRD ? (See Below)
 MO1321
 MO1321.The horizontal coordinates were established by classical geodetic methods
 MO1321.and adjusted by the National Geodetic Survey in August 1997..
 MO1321
 MO1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1321.The vertical order pertains to the NGVD 29 superseded value.
 MO1321
 MO1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1321
 MO1321.The geoid height was determined by GEOID03.
 MO1321
 MO1321;                    North         East     Units Scale Factor Converg.
 MO1321;SPC NE       -   206,800.644   166,402.054   MT  0.99966080   -2 39 17.0
 MO1321;UTM  13      - 4,608,769.343   582,805.136   MT  0.99968438   +0 39 37.3
 MO1321
 MO1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1321!SPC NE       -   0.99978148  x   0.99966080  =   0.99944235
 MO1321!UTM  13      -   0.99978148  x   0.99968438  =   0.99946592
 MO1321
 MO1321:                Primary Azimuth Mark                     Grid Az
 MO1321:SPC NE       -  66 MOUNTAIN                              322 30 42.5
 MO1321:UTM  13      -  66 MOUNTAIN                              319 11 48.2
 MO1321
 MO1321|---------------------------------------------------------------------|
 MO1321| PID    Reference Object                     Distance      Geod. Az  |
 MO1321|                                                           dddmmss.s |
 MO1321| MO0996 66 MOUNTAIN                         APPROX.11.0 KM 3195125.5 |
 MO1321|---------------------------------------------------------------------|
 MO1321
 MO1321                          SUPERSEDED SURVEY CONTROL
 MO1321
 MO1321  NAD 83(1995)-  41 37 34.87684(N)    104 00 21.42312(W) AD(       ) 3
 MO1321  NAD 83(1986)-  41 37 34.86543(N)    104 00 21.42565(W) AD(       ) 3
 MO1321  NGVD 29 (09/11/89) 1411.01   (m)         4629.3    (f) LEVELING    3  
 MO1321
 MO1321.Superseded values are not recommended for survey control.
 MO1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1321.See file dsdata.txt to determine how the superseded data were derived.
 MO1321
 MO1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG8280508769(NAD 83)
 MO1321_MARKER: DS = TRIANGULATION STATION DISK
 MO1321_SETTING: 0 = UNSPECIFIED SETTING
 MO1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1321
 MO1321  HISTORY     - Date     Condition        Report By
 MO1321  HISTORY     - 1958     MONUMENTED       USGS
 MO1321
 MO1321                          STATION DESCRIPTION
 MO1321
 MO1321'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1321'LAGRANGE, 0.9 MI. S. AND 8.25 MI. E. OF, NEAR SE. COR. SEC. 9, T 19 N,
 MO1321'R 58 W, ABOUT 100 FT. SW. OF BEND IN RD. FROM S. TO SE., 2 FT. S. AND
 MO1321'2 FT. W. OF E-W. FENCE AT FENCE SSW.
 MO1321'
 MO1321'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1321'STAMPED---ET 17 GT 1958, 4629---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1800 ***********************************************************************
 NM1800  DESIGNATION -  ET 17 JA
 NM1800  PID         -  NM1800
 NM1800  STATE/COUNTY-  NE/PIERCE
 NM1800  USGS QUAD   -  TILDEN NE (1963)
 NM1800
 NM1800                         *CURRENT SURVEY CONTROL
 NM1800  ___________________________________________________________________
 NM1800* NAD 83(1995)-  42 08 01.36578(N)    097 45 16.59562(W)     ADJUSTED  
 NM1800* NAVD 88     -       546.1    (meters)    1792.     (feet)  VERTCON   
 NM1800  ___________________________________________________________________
 NM1800  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 NM1800  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 NM1800
 NM1800  HORZ ORDER  -  THIRD
 NM1800  VERT ORDER  -  THIRD ? (See Below)
 NM1800
 NM1800.The horizontal coordinates were established by classical geodetic methods
 NM1800.and adjusted by the National Geodetic Survey in August 1997..
 NM1800
 NM1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1800.The vertical order pertains to the NGVD 29 superseded value.
 NM1800
 NM1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1800
 NM1800.The geoid height was determined by GEOID03.
 NM1800
 NM1800;                    North         East     Units Scale Factor Converg.
 NM1800;SPC NE       -   257,815.538   685,569.207   MT  0.99971859   +1 29 16.8
 NM1800;UTM  14      - 4,665,372.855   602,924.865   MT  0.99973035   +0 50 08.0
 NM1800
 NM1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1800!SPC NE       -   0.99991824  x   0.99971859  =   0.99963685
 NM1800!UTM  14      -   0.99991824  x   0.99973035  =   0.99964861
 NM1800
 NM1800:                Primary Azimuth Mark                     Grid Az
 NM1800:SPC NE       -  AZ NAIL IN POLE S                        185 45 46.5
 NM1800:UTM  14      -  AZ NAIL IN POLE S                        186 24 55.3
 NM1800
 NM1800|---------------------------------------------------------------------|
 NM1800| PID    Reference Object                     Distance      Geod. Az  |
 NM1800|                                                           dddmmss.s |
 NM1800| CO2132 AZ NAIL IN POLE S                                  1871503.3 |
 NM1800| NM1801 STA 85                              APPROX. 1.0 KM 2384225.8 |
 NM1800| CO2133 AZ NAIL IN POLE WSW                                2611007.3 |
 NM1800|---------------------------------------------------------------------|
 NM1800
 NM1800                          SUPERSEDED SURVEY CONTROL
 NM1800
 NM1800  NAD 83(1986)-  42 08 01.37102(N)    097 45 16.59775(W) AD(       ) 3
 NM1800  NAD 27      -  42 08 01.34669(N)    097 45 15.37746(W) AD(       ) 3
 NM1800  NGVD 29 (07/19/86)  545.9    (m)         1791.     (f) LEVELING    3  
 NM1800
 NM1800.Superseded values are not recommended for survey control.
 NM1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1800.See file dsdata.txt to determine how the superseded data were derived.
 NM1800
 NM1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM0292565373(NAD 83)
 NM1800_MARKER: DE = TRAVERSE STATION DISK
 NM1800_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1800
 NM1800  HISTORY     - Date     Condition        Report By
 NM1800  HISTORY     - 1961     MONUMENTED       USGS
 NM1800
 NM1800                          STATION DESCRIPTION
 NM1800
 NM1800'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NM1800'MEADOW GROVE, 7.0 MI N. AND 0.75 MI W. OF.  T. 25 N., R. 4 W.  NEAR
 NM1800'W. SIXTEENTH COR. BETWEEN SECS. 14 AND 23.  1 FT S. AND 16 FT W. OF A
 NM1800'POWER POLE.  14 FT S. OF SE. LEG OF A WINDMILL.  ON CREST OF HILL.  A
 NM1800'STANDARD TABLET SET IN THE TOP OF A CONCRETE POST AND STAMPED---ET 17
 NM1800'JA 1961---.  AZIMUTH TO NAIL IN POWER LINE POLE 0.5 MI DISTANT--S 7
 NM1800'DEG 14 MIN 55 SEC W.  AZIMUTH TO NAIL IN POWER LINE POLE ABOUT 500 FT
 NM1800'DISTANT--S 81 DEG 09 MIN 55 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1799 ***********************************************************************
 NM1799  DESIGNATION -  ET 18 JA
 NM1799  PID         -  NM1799
 NM1799  STATE/COUNTY-  NE/PIERCE
 NM1799  USGS QUAD   -  PIERCE SE (1976)
 NM1799
 NM1799                         *CURRENT SURVEY CONTROL
 NM1799  ___________________________________________________________________
 NM1799* NAD 83(1995)-  42 07 10.04460(N)    097 36 19.15655(W)     ADJUSTED  
 NM1799* NAVD 88     -       535.8    (meters)    1758.     (feet)  VERTCON   
 NM1799  ___________________________________________________________________
 NM1799  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 NM1799  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 NM1799
 NM1799  HORZ ORDER  -  THIRD
 NM1799  VERT ORDER  -  THIRD ? (See Below)
 NM1799
 NM1799.The horizontal coordinates were established by classical geodetic methods
 NM1799.and adjusted by the National Geodetic Survey in August 1997..
 NM1799
 NM1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1799.The vertical order pertains to the NGVD 29 superseded value.
 NM1799
 NM1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1799
 NM1799.The geoid height was determined by GEOID03.
 NM1799
 NM1799;                    North         East     Units Scale Factor Converg.
 NM1799;SPC NE       -   256,564.183   697,947.879   MT  0.99971589   +1 35 13.0
 NM1799;UTM  14      - 4,663,980.690   615,288.861   MT  0.99976355   +0 56 07.7
 NM1799
 NM1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1799!SPC NE       -   0.99991987  x   0.99971589  =   0.99963578
 NM1799!UTM  14      -   0.99991987  x   0.99976355  =   0.99968344
 NM1799
 NM1799:                Primary Azimuth Mark                     Grid Az
 NM1799:SPC NE       -  AZ WINDMILL NNE                          030 15 20.8
 NM1799:UTM  14      -  AZ WINDMILL NNE                          030 54 26.1
 NM1799
 NM1799|---------------------------------------------------------------------|
 NM1799| PID    Reference Object                     Distance      Geod. Az  |
 NM1799|                                                           dddmmss.s |
 NM1799| CO2151 AZ WINDMILL NNE                                    0315033.8 |
 NM1799| CO2155 AZ WINDMILL SSW                                    1830250.8 |
 NM1799|---------------------------------------------------------------------|
 NM1799
 NM1799                          SUPERSEDED SURVEY CONTROL
 NM1799
 NM1799  NAD 83(1986)-  42 07 10.05114(N)    097 36 19.15766(W) AD(       ) 3
 NM1799  NAD 27      -  42 07 10.03151(N)    097 36 17.94853(W) AD(       ) 3
 NM1799  NGVD 29 (07/19/86)  535.6    (m)         1757.     (f) LEVELING    3  
 NM1799
 NM1799.Superseded values are not recommended for survey control.
 NM1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1799.See file dsdata.txt to determine how the superseded data were derived.
 NM1799
 NM1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM1528963981(NAD 83)
 NM1799_MARKER: DE = TRAVERSE STATION DISK
 NM1799_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1799
 NM1799  HISTORY     - Date     Condition        Report By
 NM1799  HISTORY     - 1961     MONUMENTED       USGS
 NM1799
 NM1799                          STATION DESCRIPTION
 NM1799
 NM1799'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NM1799'BATTLECREEK, 8.25 MI N. AND 0.3 MI W. OF.  T. 25 N., R. 3 W., NEAR E.
 NM1799'SIXTEENTH COR. BETWEEN SECS. 24 AND 25, 0.2 MI W. OF CROSSROADS, 28 FT
 NM1799'N. OF CENTER OF RIGHT - OF - WAY, 5 FT N. OF N. RIGHT - OF - WAY FENCE
 NM1799'AND ON CREST OF RIDGE.  IN A CONCRETE POST.  A STANDARD TABLET STAMPED
 NM1799'---ET 18 JA 1961---.  AZIMUTH TO WINDMILL ABOUT 0.5 MI DISTANT--S 3
 NM1799'DEG 02 MIN 40 SEC W.  AZIMUTH TO WINDMILL ABOUT 0.75 MI DISTANT--
 NM1799'N 31 DEG 50 MIN 20 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1815 ***********************************************************************
 NM1815  DESIGNATION -  ET 2 JA
 NM1815  PID         -  NM1815
 NM1815  STATE/COUNTY-  NE/ANTELOPE
 NM1815  USGS QUAD   -  CREIGHTON (1974)
 NM1815
 NM1815                         *CURRENT SURVEY CONTROL
 NM1815  ___________________________________________________________________
 NM1815* NAD 83(1995)-  42 25 20.02440(N)    097 59 11.13142(W)     ADJUSTED  
 NM1815* NAVD 88     -       561.9    (meters)    1844.     (feet)  VERTCON   
 NM1815  ___________________________________________________________________
 NM1815  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 NM1815  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 NM1815
 NM1815  HORZ ORDER  -  THIRD
 NM1815  VERT ORDER  -  THIRD ? (See Below)
 NM1815
 NM1815.The horizontal coordinates were established by classical geodetic methods
 NM1815.and adjusted by the National Geodetic Survey in August 1997..
 NM1815
 NM1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1815.The vertical order pertains to the NGVD 29 superseded value.
 NM1815
 NM1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1815
 NM1815.The geoid height was determined by GEOID03.
 NM1815
 NM1815;                    North         East     Units Scale Factor Converg.
 NM1815;SPC NE       -   289,374.985   665,668.460   MT  0.99978659   +1 20 03.8
 NM1815;UTM  14      - 4,697,155.128   583,385.034   MT  0.99968555   +0 41 01.6
 NM1815
 NM1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1815!SPC NE       -   0.99991583  x   0.99978659  =   0.99970243
 NM1815!UTM  14      -   0.99991583  x   0.99968555  =   0.99960140
 NM1815
 NM1815:                Primary Azimuth Mark                     Grid Az
 NM1815:SPC NE       -  AZ ROYAL WT SW                           228 03 16.3
 NM1815:UTM  14      -  AZ ROYAL WT SW                           228 42 18.5
 NM1815
 NM1815|---------------------------------------------------------------------|
 NM1815| PID    Reference Object                     Distance      Geod. Az  |
 NM1815|                                                           dddmmss.s |
 NM1815| CO2139 AZ ROYAL WT SW                                     2292320.1 |
 NM1815| CO2157 AZ WINDMILL WNW                                    2745919.1 |
 NM1815|---------------------------------------------------------------------|
 NM1815
 NM1815                          SUPERSEDED SURVEY CONTROL
 NM1815
 NM1815  NAD 83(1986)-  42 25 20.02904(N)    097 59 11.13521(W) AD(       ) 3
 NM1815  NAD 27      -  42 25 20.01255(N)    097 59 09.89789(W) AD(       ) 3
 NM1815  NGVD 29 (07/19/86)  561.7    (m)         1843.     (f) LEVELING    3  
 NM1815
 NM1815.Superseded values are not recommended for survey control.
 NM1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1815.See file dsdata.txt to determine how the superseded data were derived.
 NM1815
 NM1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM8338597155(NAD 83)
 NM1815_MARKER: DE = TRAVERSE STATION DISK
 NM1815_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1815
 NM1815  HISTORY     - Date     Condition        Report By
 NM1815  HISTORY     - 1961     MONUMENTED       USGS
 NM1815
 NM1815                          STATION DESCRIPTION
 NM1815
 NM1815'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NM1815'BRUNSWICK, 6.0 MI N. AND 0.8 MI W. OF.  T. 28 N., R. 6 W., NEAR W.
 NM1815'SIXTEENTH COR. BETWEEN SECS. 2 AND 11, 0.2 MI E. OF CROSSROADS, 32 FT
 NM1815'S. AND 155 FT W. OF FENCE LINE S., ON CREST OF A HILL.  IN A CONCRETE
 NM1815'POST.  A STANDARD TABLET STAMPED---ET 2 JA 1961---.  AZIMUTH TO
 NM1815'WINDMILL ABOUT 0.25 MI DISTANT--N 85 DEG 00 MIN 40 SEC W.  AZIMUTH TO
 NM1815'ROYAL WATER TANK ABOUT 9.0 MI DISTANT--S 49 DEG 23 MIN 20 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1936 ***********************************************************************
 MK1936  DESIGNATION -  ET 2 TET
 MK1936  PID         -  MK1936
 MK1936  STATE/COUNTY-  NE/MADISON
 MK1936  USGS QUAD   -  BATTLE CREEK SW (1985)
 MK1936
 MK1936                         *CURRENT SURVEY CONTROL
 MK1936  ___________________________________________________________________
 MK1936* NAD 83(1995)-  41 45 08.15064(N)    097 38 21.41824(W)     ADJUSTED  
 MK1936* NAVD 88     -       544.4    (meters)    1786.     (feet)  VERTCON   
 MK1936  ___________________________________________________________________
 MK1936  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 MK1936  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 MK1936
 MK1936  HORZ ORDER  -  THIRD
 MK1936  VERT ORDER  -  THIRD ? (See Below)
 MK1936
 MK1936.The horizontal coordinates were established by classical geodetic methods
 MK1936.and adjusted by the National Geodetic Survey in August 1997..
 MK1936
 MK1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1936.The vertical order pertains to the NGVD 29 superseded value.
 MK1936
 MK1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1936
 MK1936.The geoid height was determined by GEOID03.
 MK1936
 MK1936;                    North         East     Units Scale Factor Converg.
 MK1936;SPC NE       -   215,730.035   696,254.395   MT  0.99966781   +1 33 52.0
 MK1936;UTM  14      - 4,623,165.622   613,128.622   MT  0.99975749   +0 54 22.4
 MK1936
 MK1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1936!SPC NE       -   0.99991849  x   0.99966781  =   0.99958632
 MK1936!UTM  14      -   0.99991849  x   0.99975749  =   0.99967600
 MK1936
 MK1936:                Primary Azimuth Mark                     Grid Az
 MK1936:SPC NE       -  AZ W EAVE BARN ENE                       075 25 58.5
 MK1936:UTM  14      -  AZ W EAVE BARN ENE                       076 05 28.1
 MK1936
 MK1936|---------------------------------------------------------------------|
 MK1936| PID    Reference Object                     Distance      Geod. Az  |
 MK1936|                                                           dddmmss.s |
 MK1936| CN7781 AZ W EAVE BARN ENE                                 0765950.5 |
 MK1936| CN7772 AZ N EAVE BARN SW                                  2130626.5 |
 MK1936|---------------------------------------------------------------------|
 MK1936
 MK1936                          SUPERSEDED SURVEY CONTROL
 MK1936
 MK1936  NAD 83(1986)-  41 45 08.15880(N)    097 38 21.42272(W) AD(       ) 3
 MK1936  NAD 27      -  41 45 08.12120(N)    097 38 20.24173(W) AD(       ) 3
 MK1936  NGVD 29 (07/19/86)  544.2    (m)         1785.     (f) LEVELING    3  
 MK1936
 MK1936.Superseded values are not recommended for survey control.
 MK1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1936.See file dsdata.txt to determine how the superseded data were derived.
 MK1936
 MK1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM1312923166(NAD 83)
 MK1936_MARKER: DE = TRAVERSE STATION DISK
 MK1936_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MK1936
 MK1936  HISTORY     - Date     Condition        Report By
 MK1936  HISTORY     - 1961     MONUMENTED       USGS
 MK1936
 MK1936                          STATION DESCRIPTION
 MK1936
 MK1936'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 MK1936'SAINT BERNARD.  2.0 MI N., T. 21 N., R. 3 W., NEAR QUARTER COR. SECS.
 MK1936'34 AND 35.  150 FT S. AND 33 FT W. OF CENTER OF RD. AT PRIVATE DRIVE
 MK1936'W., 120 FT N. OF T - FENCE W., IN W. RIGHT - OF - WAY FENCE.  IN
 MK1936'CONCRETE POST.  STANDARD TABLET STAMPED---ET 2 TET 1961---.  AZIMUTH
 MK1936'TO N. EVE BARN SW. ABOUT 0.25 MI DISTANT--S 33 DEG 06 MIN 35 SEC W.
 MK1936'AZIMUTH TO W. EVE BARN ENE. 1.75 MI DISTANT--N 76 DEG 59 MIN 55 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1324 ***********************************************************************
 MO1324  DESIGNATION -  ET 22 GT
 MO1324  PID         -  MO1324
 MO1324  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO1324  USGS QUAD   -  TREMAIN (1990)
 MO1324
 MO1324                         *CURRENT SURVEY CONTROL
 MO1324  ___________________________________________________________________
 MO1324* NAD 83(1995)-  41 30 32.04894(N)    104 00 15.47095(W)     ADJUSTED  
 MO1324* NAVD 88     -      1605.64   (+/-2cm)    5267.8    (feet)  VERTCON   
 MO1324  ___________________________________________________________________
 MO1324  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 MO1324  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 MO1324
 MO1324  HORZ ORDER  -  THIRD
 MO1324  VERT ORDER  -  THIRD ? (See Below)
 MO1324
 MO1324.The horizontal coordinates were established by classical geodetic methods
 MO1324.and adjusted by the National Geodetic Survey in August 1997..
 MO1324
 MO1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1324.The vertical order pertains to the NGVD 29 superseded value.
 MO1324
 MO1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1324
 MO1324.The geoid height was determined by GEOID03.
 MO1324
 MO1324;                    North         East     Units Scale Factor Converg.
 MO1324;SPC NE       -   193,767.879   165,935.885   MT  0.99965860   -2 39 13.1
 MO1324;SPC WY E     -   112,688.019   297,034.838   MT  1.00005333   +0 46 13.5
 MO1324;UTM  13      - 4,595,731.097   583,093.225   MT  0.99968497   +0 39 35.7
 MO1324
 MO1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1324!SPC NE       -   0.99975108  x   0.99965860  =   0.99940976
 MO1324!SPC WY E     -   0.99975108  x   1.00005333  =   0.99980439
 MO1324!UTM  13      -   0.99975108  x   0.99968497  =   0.99943612
 MO1324
 MO1324:                Primary Azimuth Mark                     Grid Az
 MO1324:SPC NE       -  ALBIN                                    256 49 48.2
 MO1324:SPC WY E     -  ALBIN                                    253 24 21.6
 MO1324:UTM  13      -  ALBIN                                    253 30 59.4
 MO1324
 MO1324|---------------------------------------------------------------------|
 MO1324| PID    Reference Object                     Distance      Geod. Az  |
 MO1324|                                                           dddmmss.s |
 MO1324| MO1019 ALBIN                               APPROX. 7.6 KM 2541035.1 |
 MO1324|---------------------------------------------------------------------|
 MO1324
 MO1324                          SUPERSEDED SURVEY CONTROL
 MO1324
 MO1324  NAD 83(1995)-  41 30 32.04915(N)    104 00 15.47148(W) AD(       ) 3
 MO1324  NAD 83(1986)-  41 30 32.03778(N)    104 00 15.47301(W) AD(       ) 3
 MO1324  NGVD 29 (09/11/89) 1604.80   (m)         5265.1    (f) LEVELING    3  
 MO1324
 MO1324.Superseded values are not recommended for survey control.
 MO1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1324.See file dsdata.txt to determine how the superseded data were derived.
 MO1324
 MO1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8309395731(NAD 83)
 MO1324_MARKER: DS = TRIANGULATION STATION DISK
 MO1324_SETTING: 0 = UNSPECIFIED SETTING
 MO1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1324
 MO1324  HISTORY     - Date     Condition        Report By
 MO1324  HISTORY     - 1958     MONUMENTED       USGS
 MO1324
 MO1324                          STATION DESCRIPTION
 MO1324
 MO1324'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1324'ALBIN, 6.3 MI. N. AND 5.0 MI. E. OF, NEAR NW. COR. SEC. 27, T 18 N,
 MO1324'R 58 W, 34 FT. S. AND 359 FT. E. OF CROSSROADS.
 MO1324'
 MO1324'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1324'STAMPED---ET 22 GT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1325 ***********************************************************************
 MO1325  DESIGNATION -  ET 23 GT
 MO1325  PID         -  MO1325
 MO1325  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO1325  USGS QUAD   -  LYMAN (1990)
 MO1325
 MO1325                         *CURRENT SURVEY CONTROL
 MO1325  ___________________________________________________________________
 MO1325* NAD 83(1995)-  41 59 51.45781(N)    104 01 41.14699(W)     ADJUSTED  
 MO1325* NAVD 88     -      1262.5    (meters)    4142.     (feet)  VERTCON   
 MO1325  ___________________________________________________________________
 MO1325  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 MO1325  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 MO1325
 MO1325  HORZ ORDER  -  THIRD
 MO1325
 MO1325.The horizontal coordinates were established by classical geodetic methods
 MO1325.and adjusted by the National Geodetic Survey in August 1997..
 MO1325
 MO1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1325
 MO1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1325
 MO1325.The geoid height was determined by GEOID03.
 MO1325
 MO1325;                    North         East     Units Scale Factor Converg.
 MO1325;SPC NE       -   248,065.278   166,479.105   MT  0.99969537   -2 40 09.9
 MO1325;SPC WY E     -   166,941.333   294,329.685   MT  1.00004695   +0 45 42.7
 MO1325;UTM  13      - 4,649,969.595   580,494.147   MT  0.99967973   +0 39 01.2
 MO1325
 MO1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1325!SPC NE       -   0.99980485  x   0.99969537  =   0.99950028
 MO1325!SPC WY E     -   0.99980485  x   1.00004695  =   0.99985179
 MO1325!UTM  13      -   0.99980485  x   0.99967973  =   0.99948464
 MO1325
 MO1325:                Primary Azimuth Mark                     Grid Az
 MO1325:SPC NE       -  ET 5 GT                                  269 58 49.1
 MO1325:SPC WY E     -  ET 5 GT                                  266 32 56.5
 MO1325:UTM  13      -  ET 5 GT                                  266 39 38.0
 MO1325
 MO1325|---------------------------------------------------------------------|
 MO1325| PID    Reference Object                     Distance      Geod. Az  |
 MO1325|                                                           dddmmss.s |
 MO1325| MO1327 ET 5 GT                             APPROX. 8.5 KM 2671839.2 |
 MO1325|---------------------------------------------------------------------|
 MO1325
 MO1325                          SUPERSEDED SURVEY CONTROL
 MO1325
 MO1325  NAD 83(1995)-  41 59 51.45763(N)    104 01 41.14763(W) AD(       ) 3
 MO1325  NAD 83(1986)-  41 59 51.44301(N)    104 01 41.15413(W) AD(       ) 3
 MO1325  NGVD 29 (09/11/89) 1261.8    (m)         4140.     (f) VERT ANG       
 MO1325
 MO1325.Superseded values are not recommended for survey control.
 MO1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1325.See file dsdata.txt to determine how the superseded data were derived.
 MO1325
 MO1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG8049449970(NAD 83)
 MO1325_MARKER: DS = TRIANGULATION STATION DISK
 MO1325_SETTING: 0 = UNSPECIFIED SETTING
 MO1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1325
 MO1325  HISTORY     - Date     Condition        Report By
 MO1325  HISTORY     - 1958     MONUMENTED       USGS
 MO1325
 MO1325                          STATION DESCRIPTION
 MO1325
 MO1325'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1325'HENRY, 1.0 MI. E. OF, 0.25 MI. S. OF NE. COR. SEC. 3, T 23 N,
 MO1325'R 58 W, 299.5 FT. S. AND 31 FT. W. OF N-S. RD. AT FIELD ENTRANCE W.
 MO1325'
 MO1325'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1325'STAMPED---ET 23 GT, 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1792 ***********************************************************************
 NM1792  DESIGNATION -  ET 24 JA
 NM1792  PID         -  NM1792
 NM1792  STATE/COUNTY-  NE/PIERCE
 NM1792  USGS QUAD   -  OSMOND (1963)
 NM1792
 NM1792                         *CURRENT SURVEY CONTROL
 NM1792  ___________________________________________________________________
 NM1792* NAD 83(1995)-  42 21 30.70150(N)    097 30 14.47807(W)     ADJUSTED  
 NM1792* NAVD 88     -       533.8    (meters)    1751.     (feet)  VERTCON   
 NM1792  ___________________________________________________________________
 NM1792  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 NM1792  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 NM1792
 NM1792  HORZ ORDER  -  THIRD
 NM1792  VERT ORDER  -  THIRD ? (See Below)
 NM1792
 NM1792.The horizontal coordinates were established by classical geodetic methods
 NM1792.and adjusted by the National Geodetic Survey in August 1997..
 NM1792.No horizontal observational check was made to the station.
 NM1792
 NM1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1792.The vertical order pertains to the NGVD 29 superseded value.
 NM1792
 NM1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1792
 NM1792.The geoid height was determined by GEOID03.
 NM1792
 NM1792;                    North         East     Units Scale Factor Converg.
 NM1792;SPC NE       -   283,338.630   705,552.852   MT  0.99976938   +1 39 14.7
 NM1792;UTM  14      - 4,690,668.210   623,196.786   MT  0.99978674   +1 00 29.0
 NM1792
 NM1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1792!SPC NE       -   0.99992024  x   0.99976938  =   0.99968963
 NM1792!UTM  14      -   0.99992024  x   0.99978674  =   0.99970699
 NM1792
 NM1792                          SUPERSEDED SURVEY CONTROL
 NM1792
 NM1792  NAD 83(1986)-  42 21 30.70842(N)    097 30 14.48153(W) AD(       ) 3
 NM1792  NAD 27      -  42 21 30.69908(N)    097 30 13.29837(W) AD(       ) 3
 NM1792  NGVD 29 (07/19/86)  533.6    (m)         1751.     (f) LEVELING    3  
 NM1792
 NM1792.Superseded values are not recommended for survey control.
 NM1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1792.See file dsdata.txt to determine how the superseded data were derived.
 NM1792
 NM1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2319790668(NAD 83)
 NM1792_MARKER: DE = TRAVERSE STATION DISK
 NM1792_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1792
 NM1792  HISTORY     - Date     Condition        Report By
 NM1792  HISTORY     - 1961     MONUMENTED       USGS
 NM1792
 NM1792                          STATION DESCRIPTION
 NM1792
 NM1792'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NM1792'OSMOND, 5.0 MI E. OF. T. 28 N., R. 2 W.  NEAR THE QUARTER COR. BETWEEN
 NM1792'SECS. 35 AND 36.  3 FT N. AND 33 FT E. OF CENTER OF ROAD AT E. - W.
 NM1792'FENCE.  IN A CONCRETE POST FLUSH WITH THE GROUND, A STANDARD TABLET
 NM1792'STAMPED---ET 24 JA 1961---.  AZIMUTH TO WINDMILL ABOUT 1.0 MI WNW--
 NM1792'N 73 DEG 75 MIN 15 SEC W.  AZIMUTH TO WINDMILL ABOUT 1.0 MI NE.--N 54
 NM1792'DEG 58 MIN 50 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1811 ***********************************************************************
 NM1811  DESIGNATION -  ET 3 JA
 NM1811  PID         -  NM1811
 NM1811  STATE/COUNTY-  NE/ANTELOPE
 NM1811  USGS QUAD   -  BRUNSWICK (1963)
 NM1811
 NM1811                         *CURRENT SURVEY CONTROL
 NM1811  ___________________________________________________________________
 NM1811* NAD 83(1995)-  42 21 53.29191(N)    097 53 19.50365(W)     ADJUSTED  
 NM1811* NAVD 88     -       539.     (meters)    1768.     (feet)  SCALED    
 NM1811  ___________________________________________________________________
 NM1811  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 NM1811  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 NM1811
 NM1811  HORZ ORDER  -  THIRD
 NM1811
 NM1811.The horizontal coordinates were established by classical geodetic methods
 NM1811.and adjusted by the National Geodetic Survey in August 1997..
 NM1811
 NM1811.The orthometric height was scaled from a topographic map.
 NM1811
 NM1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1811
 NM1811.The geoid height was determined by GEOID03.
 NM1811
 NM1811;                    North         East     Units Scale Factor Converg.
 NM1811;SPC NE       -   283,191.097   673,858.855   MT  0.99977102   +1 23 56.8
 NM1811;UTM  14      - 4,690,879.195   591,504.017   MT  0.99970302   +0 44 55.9
 NM1811
 NM1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1811!SPC NE       -   0.99991936  x   0.99977102  =   0.99969040
 NM1811!UTM  14      -   0.99991936  x   0.99970302  =   0.99962241
 NM1811
 NM1811:                Primary Azimuth Mark                     Grid Az
 NM1811:SPC NE       -  AZ BRUNSWICK SW                          243 19 28.2
 NM1811:UTM  14      -  AZ BRUNSWICK SW                          243 58 29.1
 NM1811
 NM1811|---------------------------------------------------------------------|
 NM1811| PID    Reference Object                     Distance      Geod. Az  |
 NM1811|                                                           dddmmss.s |
 NM1811| CO2126 AZ BRUNSWICK SW                                    2444325.0 |
 NM1811| CO2141 AZ S GABLE BARN NW                                 3244952.0 |
 NM1811|---------------------------------------------------------------------|
 NM1811
 NM1811                          SUPERSEDED SURVEY CONTROL
 NM1811
 NM1811  NAD 83(1986)-  42 21 53.29692(N)    097 53 19.50716(W) AD(       ) 3
 NM1811  NAD 27      -  42 21 53.27932(N)    097 53 18.28070(W) AD(       ) 3
 NM1811
 NM1811.Superseded values are not recommended for survey control.
 NM1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1811.See file dsdata.txt to determine how the superseded data were derived.
 NM1811
 NM1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9150490879(NAD 83)
 NM1811_MARKER: DE = TRAVERSE STATION DISK
 NM1811_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1811
 NM1811  HISTORY     - Date     Condition        Report By
 NM1811  HISTORY     - 1961     MONUMENTED       USGS
 NM1811
 NM1811                          STATION DESCRIPTION
 NM1811
 NM1811'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NM1811'BRUNSWICK, 2.0 MI N. AND 4.0 MI E. OF, T. 28 N., R. 5 W., NEAR THE W.
 NM1811'SIXTEENTH COR. BETWEEN SECS. 27 AND 34.  36 FT N. AND 191 FT W. OF T -
 NM1811'FENCE N. AND ON THE CREST OF A HILL.  IN A CONCRETE POST.  FLUSH WITH
 NM1811'THE GROUND, A STANDARD TABLET STAMPED---ET 3 JA 1961---.  AZIMUTH TO
 NM1811'BRUNSWICK WATER TANK ABOUT 5.0 MI DISTANT--S 64 DEG 43 MIN 35 SEC W.
 NM1811'AZIMUTH TO S. GABLE OF BARN ABOUT 0.75 MI DISTANT--N 35 DEG 10 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1809 ***********************************************************************
 NM1809  DESIGNATION -  ET 4 JA
 NM1809  PID         -  NM1809
 NM1809  STATE/COUNTY-  NE/PIERCE
 NM1809  USGS QUAD   -  PLAINVIEW (1963)
 NM1809
 NM1809                         *CURRENT SURVEY CONTROL
 NM1809  ___________________________________________________________________
 NM1809* NAD 83(1995)-  42 21 55.53330(N)    097 45 24.06652(W)     ADJUSTED  
 NM1809* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 NM1809  ___________________________________________________________________
 NM1809  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 NM1809  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 NM1809
 NM1809  HORZ ORDER  -  THIRD
 NM1809
 NM1809.The horizontal coordinates were established by classical geodetic methods
 NM1809.and adjusted by the National Geodetic Survey in August 1997..
 NM1809
 NM1809.The orthometric height was scaled from a topographic map.
 NM1809
 NM1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1809
 NM1809.The geoid height was determined by GEOID03.
 NM1809
 NM1809;                    North         East     Units Scale Factor Converg.
 NM1809;SPC NE       -   283,534.092   684,730.160   MT  0.99977118   +1 29 11.9
 NM1809;UTM  14      - 4,691,098.922   602,377.910   MT  0.99972896   +0 50 16.4
 NM1809
 NM1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1809!SPC NE       -   0.99991906  x   0.99977118  =   0.99969025
 NM1809!UTM  14      -   0.99991906  x   0.99972896  =   0.99964804
 NM1809
 NM1809:                Primary Azimuth Mark                     Grid Az
 NM1809:SPC NE       -  AZ WINDMILL N                            001 17 16.8
 NM1809:UTM  14      -  AZ WINDMILL N                            001 56 12.3
 NM1809
 NM1809|---------------------------------------------------------------------|
 NM1809| PID    Reference Object                     Distance      Geod. Az  |
 NM1809|                                                           dddmmss.s |
 NM1809| CO2149 AZ WINDMILL N                                      0024628.7 |
 NM1809| CO2146 AZ W GABLE HOUSE NE                                0622530.2 |
 NM1809|---------------------------------------------------------------------|
 NM1809
 NM1809                          SUPERSEDED SURVEY CONTROL
 NM1809
 NM1809  NAD 83(1986)-  42 21 55.53887(N)    097 45 24.07004(W) AD(       ) 3
 NM1809  NAD 27      -  42 21 55.52310(N)    097 45 22.85856(W) AD(       ) 3
 NM1809
 NM1809.Superseded values are not recommended for survey control.
 NM1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1809.See file dsdata.txt to determine how the superseded data were derived.
 NM1809
 NM1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM0237891099(NAD 83)
 NM1809_MARKER: DE = TRAVERSE STATION DISK
 NM1809_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1809
 NM1809  HISTORY     - Date     Condition        Report By
 NM1809  HISTORY     - 1961     MONUMENTED       USGS
 NM1809
 NM1809                          STATION DESCRIPTION
 NM1809
 NM1809'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NM1809'PLAINVIEW, 1.0 MI N. AND 1.5 MI E. OF.  T. 28 N., R. 4 W., NEAR THE
 NM1809'COR. SECS. 26, 27, 34 AND 35.  31 FT S. AND 36 FT E. OF CROSSROADS.
 NM1809'IN A CONCRETE POST.  A STANDARD TABLET STAMPED---ET 4 JA 1961---.
 NM1809'AZIMUTH TO WINDMILL ABOUT 0.25 MI DISTANT--N 2 DEG 46 MIN 35 SEC E.
 NM1809'AZIMUTH TO W. GABLE OF HOUSE ABOUT 1.0 MI DISTANT--N 62 DEG 25 MIN 35
 NM1809'SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1795 ***********************************************************************
 NM1795  DESIGNATION -  ET 5 JA RESET
 NM1795  PID         -  NM1795
 NM1795  STATE/COUNTY-  NE/PIERCE
 NM1795  USGS QUAD   -  OSMOND (1963)
 NM1795
 NM1795                         *CURRENT SURVEY CONTROL
 NM1795  ___________________________________________________________________
 NM1795* NAD 83(1995)-  42 21 56.58628(N)    097 36 59.15197(W)     ADJUSTED  
 NM1795* NAVD 88     -       513.0    (meters)    1683.     (feet)  VERTCON   
 NM1795  ___________________________________________________________________
 NM1795  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 NM1795  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 NM1795
 NM1795  HORZ ORDER  -  THIRD
 NM1795  VERT ORDER  -  THIRD ? (See Below)
 NM1795
 NM1795.The horizontal coordinates were established by classical geodetic methods
 NM1795.and adjusted by the National Geodetic Survey in August 1997..
 NM1795
 NM1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1795.The vertical order pertains to the NGVD 29 superseded value.
 NM1795
 NM1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1795
 NM1795.The geoid height was determined by GEOID03.
 NM1795
 NM1795;                    North         East     Units Scale Factor Converg.
 NM1795;SPC NE       -   283,875.600   696,275.919   MT  0.99977126   +1 34 46.5
 NM1795;UTM  14      - 4,691,309.836   613,926.478   MT  0.99975969   +0 55 56.8
 NM1795
 NM1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1795!SPC NE       -   0.99992349  x   0.99977126  =   0.99969477
 NM1795!UTM  14      -   0.99992349  x   0.99975969  =   0.99968320
 NM1795
 NM1795:                Primary Azimuth Mark                     Grid Az
 NM1795:SPC NE       -  AZ CUPOLA BARN ENE                       073 05 47.0
 NM1795:UTM  14      -  AZ CUPOLA BARN ENE                       073 44 36.7
 NM1795
 NM1795|---------------------------------------------------------------------|
 NM1795| PID    Reference Object                     Distance      Geod. Az  |
 NM1795|                                                           dddmmss.s |
 NM1795| CO2128 AZ CUPOLA BARN ENE                                 0744033.5 |
 NM1795| CO2137 AZ OSMOND WT ESE                                   1005113.5 |
 NM1795| NM1794 STA 34                              APPROX. 5.1 KM 1073723.7 |
 NM1795|---------------------------------------------------------------------|
 NM1795
 NM1795                          SUPERSEDED SURVEY CONTROL
 NM1795
 NM1795  NAD 83(1986)-  42 21 56.59253(N)    097 36 59.15529(W) AD(       ) 3
 NM1795  NAD 27      -  42 21 56.57981(N)    097 36 57.95919(W) AD(       ) 3
 NM1795  NGVD 29 (07/19/86)  512.8    (m)         1682.     (f) LEVELING    3  
 NM1795
 NM1795.Superseded values are not recommended for survey control.
 NM1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1795.See file dsdata.txt to determine how the superseded data were derived.
 NM1795
 NM1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM1392691310(NAD 83)
 NM1795_MARKER: DE = TRAVERSE STATION DISK
 NM1795_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1795
 NM1795  HISTORY     - Date     Condition        Report By
 NM1795  HISTORY     - 1961     MONUMENTED       USGS
 NM1795
 NM1795                          STATION DESCRIPTION
 NM1795
 NM1795'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NM1795'OSMOND, ABOUT 0.75 MI W. OF, NEAR W. SIXTEENTH CORNER BETWEEN SECS. 25
 NM1795'AND 36, T. 28 N., R. 3 W., 35 FT N., 132 FT W. AND 0.9 FT HIGHER THAN
 NM1795'E. - W. RD. AT FENCE S. /W. SIXTEENTH CORNER/ 10 FT E. OF POWER POLE
 NM1795'AND 1 FT S. OF METAL WITNESS SIGN, A STANDARD TABLET STAMPED--ET 5
 NM1795'JA 1961 RESET 1971---PROJECTING ABOUT 1 IN. ABOVE GROUND.  NOTE--THIS
 NM1795'MARK WAS RESET HORIZONTALLY BY USING CROSS STRINGS.  MARK WAS FOUND IN
 NM1795'A MOUND ABOUT 4 FT ABOVE AVERAGE GROUND AND WOULD HAVE FALLEN DUE TO
 NM1795'EROSION IN A FEW YEARS.  /NOTE--HORIZONTAL POSITION - O.K.  VERTICAL -
 NM1795'LOST RLMILLER/.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1789 ***********************************************************************
 NM1789  DESIGNATION -  ET 6 JA
 NM1789  PID         -  NM1789
 NM1789  STATE/COUNTY-  NE/PIERCE
 NM1789  USGS QUAD   -  RANDOLPH SW (1971)
 NM1789
 NM1789                         *CURRENT SURVEY CONTROL
 NM1789  ___________________________________________________________________
 NM1789* NAD 83(1995)-  42 15 17.22763(N)    097 29 05.34225(W)     ADJUSTED  
 NM1789* NAVD 88     -       511.8    (meters)    1679.     (feet)  VERTCON   
 NM1789  ___________________________________________________________________
 NM1789  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 NM1789  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 NM1789
 NM1789  HORZ ORDER  -  THIRD
 NM1789  VERT ORDER  -  THIRD ? (See Below)
 NM1789
 NM1789.The horizontal coordinates were established by classical geodetic methods
 NM1789.and adjusted by the National Geodetic Survey in August 1997..
 NM1789
 NM1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1789.The vertical order pertains to the NGVD 29 superseded value.
 NM1789
 NM1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1789
 NM1789.The geoid height was determined by GEOID03.
 NM1789
 NM1789;                    North         East     Units Scale Factor Converg.
 NM1789;SPC NE       -   271,868.480   707,469.067   MT  0.99974401   +1 40 00.5
 NM1789;UTM  14      - 4,679,176.777   624,983.435   MT  0.99979220   +1 01 08.3
 NM1789
 NM1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1789!SPC NE       -   0.99992366  x   0.99974401  =   0.99966769
 NM1789!UTM  14      -   0.99992366  x   0.99979220  =   0.99971587
 NM1789
 NM1789:                Primary Azimuth Mark                     Grid Az
 NM1789:SPC NE       -  AZ WINDMILL E                            089 51 25.7
 NM1789:UTM  14      -  AZ WINDMILL E                            090 30 17.9
 NM1789
 NM1789|---------------------------------------------------------------------|
 NM1789| PID    Reference Object                     Distance      Geod. Az  |
 NM1789|                                                           dddmmss.s |
 NM1789| CO2147 AZ WINDMILL E                                      0913126.2 |
 NM1789| CO2153 AZ WINDMILL NW                                     3394058.7 |
 NM1789|---------------------------------------------------------------------|
 NM1789
 NM1789                          SUPERSEDED SURVEY CONTROL
 NM1789
 NM1789  NAD 83(1986)-  42 15 17.23486(N)    097 29 05.34443(W) AD(       ) 3
 NM1789  NAD 27      -  42 15 17.22331(N)    097 29 04.15627(W) AD(       ) 3
 NM1789  NGVD 29 (07/19/86)  511.6    (m)         1678.     (f) LEVELING    3  
 NM1789
 NM1789.Superseded values are not recommended for survey control.
 NM1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1789.See file dsdata.txt to determine how the superseded data were derived.
 NM1789
 NM1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2498379177(NAD 83)
 NM1789_MARKER: DE = TRAVERSE STATION DISK
 NM1789_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1789
 NM1789  HISTORY     - Date     Condition        Report By
 NM1789  HISTORY     - 1961     MONUMENTED       USGS
 NM1789
 NM1789                          STATION DESCRIPTION
 NM1789
 NM1789'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NM1789'PIERCE, 4.0 MI N. AND 2.4 MI E. OF, T. 26 N., R. 1 W. AND 2 W., NEAR
 NM1789'S. SIXTEENTH COR. BETWEEN SECS. 1 AND 6, 683 FT N. AND 27 FT E. OF
 NM1789'CENTER OF RD. AT FENCE E., NEAR N. END OF SMALL CREST.  A STANDARD
 NM1789'TABLET SET IN A CONCRETE POST AND STAMPED---ET 6 JA 1961---.
 NM1789'AZIMUTH TO WINDMILL ABOUT 0.75 MI DISTANT--S 88 DEG 28 MIN 40 SEC E.
 NM1789'AZIMUTH TO WINDMILL ABOUT 2.5 MI DISTANT--N 20 DEG 13 MIN 10 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1798 ***********************************************************************
 NM1798  DESIGNATION -  ET 7 JA
 NM1798  PID         -  NM1798
 NM1798  STATE/COUNTY-  NE/PIERCE
 NM1798  USGS QUAD   -  PIERCE SE (1976)
 NM1798
 NM1798                         *CURRENT SURVEY CONTROL
 NM1798  ___________________________________________________________________
 NM1798* NAD 83(1995)-  42 07 12.63331(N)    097 30 14.57490(W)     ADJUSTED  
 NM1798* NAVD 88     -       519.4    (meters)    1704.     (feet)  VERTCON   
 NM1798  ___________________________________________________________________
 NM1798  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 NM1798  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 NM1798
 NM1798  HORZ ORDER  -  THIRD
 NM1798  VERT ORDER  -  THIRD ? (See Below)
 NM1798
 NM1798.The horizontal coordinates were established by classical geodetic methods
 NM1798.and adjusted by the National Geodetic Survey in August 1997..
 NM1798
 NM1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1798.The vertical order pertains to the NGVD 29 superseded value.
 NM1798
 NM1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1798
 NM1798.The geoid height was determined by GEOID03.
 NM1798
 NM1798;                    North         East     Units Scale Factor Converg.
 NM1798;SPC NE       -   256,880.767   706,314.654   MT  0.99971602   +1 39 14.6
 NM1798;UTM  14      - 4,664,202.199   623,659.192   MT  0.99978816   +1 00 12.4
 NM1798
 NM1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1798!SPC NE       -   0.99992244  x   0.99971602  =   0.99963848
 NM1798!UTM  14      -   0.99992244  x   0.99978816  =   0.99971062
 NM1798
 NM1798:                Primary Azimuth Mark                     Grid Az
 NM1798:SPC NE       -  AZ WINDMILL SE                           121 27 40.0
 NM1798:UTM  14      -  AZ WINDMILL SE                           122 06 42.2
 NM1798
 NM1798|---------------------------------------------------------------------|
 NM1798| PID    Reference Object                     Distance      Geod. Az  |
 NM1798|                                                           dddmmss.s |
 NM1798| CO2154 AZ WINDMILL SE                                     1230654.6 |
 NM1798| CO2152 AZ WINDMILL NNW                                    3543243.1 |
 NM1798|---------------------------------------------------------------------|
 NM1798
 NM1798                          SUPERSEDED SURVEY CONTROL
 NM1798
 NM1798  NAD 83(1986)-  42 07 12.64058(N)    097 30 14.57567(W) AD(       ) 3
 NM1798  NAD 27      -  42 07 12.62447(N)    097 30 13.37627(W) AD(       ) 3
 NM1798  NGVD 29 (07/19/86)  519.2    (m)         1703.     (f) LEVELING    3  
 NM1798
 NM1798.Superseded values are not recommended for survey control.
 NM1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1798.See file dsdata.txt to determine how the superseded data were derived.
 NM1798
 NM1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2365964202(NAD 83)
 NM1798_MARKER: DE = TRAVERSE STATION DISK
 NM1798_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1798
 NM1798  HISTORY     - Date     Condition        Report By
 NM1798  HISTORY     - 1961     MONUMENTED       USGS
 NM1798
 NM1798                          STATION DESCRIPTION
 NM1798
 NM1798'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NM1798'PIERCE, 5.6 MI S. AND 1.4 MI E. OF, T. 25 N., R. 2 W., NEAR COR. OF
 NM1798'SECS. 23, 24, 25 AND 26, 170 FT N. AND 31 FT E. OF CROSSROADS.  A
 NM1798'STANDARD TABLET SET IN A CONCRETE POST AND STAMPED---ET 7 JA 1961---.
 NM1798'AZIMUTH TO WINDMILL ABOUT 0.75 MI DISTANT--S 56 DEG 53 MIN 15 SEC E.
 NM1798'AZIMUTH TO WINDMILL ABOUT 2.0 MI DISTANT--N 5 DEG 27 MIN 30 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1782 ***********************************************************************
 NM1782  DESIGNATION -  ET 8 JA
 NM1782  PID         -  NM1782
 NM1782  STATE/COUNTY-  NE/WAYNE
 NM1782  USGS QUAD   -  HOSKINS (1976)
 NM1782
 NM1782                         *CURRENT SURVEY CONTROL
 NM1782  ___________________________________________________________________
 NM1782* NAD 83(1995)-  42 07 10.91746(N)    097 21 38.99475(W)     ADJUSTED  
 NM1782* NAVD 88     -       516.     (meters)    1693.     (feet)  SCALED    
 NM1782  ___________________________________________________________________
 NM1782  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 NM1782  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 NM1782
 NM1782  HORZ ORDER  -  THIRD
 NM1782
 NM1782.The horizontal coordinates were established by classical geodetic methods
 NM1782.and adjusted by the National Geodetic Survey in August 1997..
 NM1782
 NM1782.The orthometric height was scaled from a topographic map.
 NM1782
 NM1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1782
 NM1782.The geoid height was determined by GEOID03.
 NM1782
 NM1782;                    North         East     Units Scale Factor Converg.
 NM1782;SPC NE       -   257,179.423   718,150.945   MT  0.99971593   +1 44 56.3
 NM1782;UTM  14      - 4,664,366.569   635,499.185   MT  0.99982591   +1 05 58.3
 NM1782
 NM1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1782!SPC NE       -   0.99992294  x   0.99971593  =   0.99963889
 NM1782!UTM  14      -   0.99992294  x   0.99982591  =   0.99974887
 NM1782
 NM1782:                Primary Azimuth Mark                     Grid Az
 NM1782:SPC NE       -  AZ WINDMILL WSW                          252 51 54.1
 NM1782:UTM  14      -  AZ WINDMILL WSW                          253 30 52.1
 NM1782
 NM1782|---------------------------------------------------------------------|
 NM1782| PID    Reference Object                     Distance      Geod. Az  |
 NM1782|                                                           dddmmss.s |
 NM1782| CO2158 AZ WINDMILL WSW                                    2543650.4 |
 NM1782| CO2141 AZ S GABLE BARN NW                                 3041511.4 |
 NM1782|---------------------------------------------------------------------|
 NM1782
 NM1782                          SUPERSEDED SURVEY CONTROL
 NM1782
 NM1782  NAD 83(1986)-  42 07 10.92484(N)    097 21 38.99483(W) AD(       ) 3
 NM1782  NAD 27      -  42 07 10.91219(N)    097 21 37.80753(W) AD(       ) 3
 NM1782
 NM1782.Superseded values are not recommended for survey control.
 NM1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1782.See file dsdata.txt to determine how the superseded data were derived.
 NM1782
 NM1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3549964367(NAD 83)
 NM1782_MARKER: DE = TRAVERSE STATION DISK
 NM1782_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1782
 NM1782  HISTORY     - Date     Condition        Report By
 NM1782  HISTORY     - 1961     MONUMENTED       USGS
 NM1782
 NM1782                          STATION DESCRIPTION
 NM1782
 NM1782'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NM1782'HOPKINS, 0.5 MI N. AND 2.7 MI W. OF, T. 25 N., R. 1 E., NEAR QUARTER
 NM1782'COR. BETWEEN SECS. 19 AND 30.  24 FT S. AND 350 FT W. OF CENTER OF RD.
 NM1782'AT TWO - POLE POWER LINE N. - S.  A STANDARD TABLET STAMPED---ET 8
 NM1782'JA 1961---.  AZIMUTH TO WINDMILL ABOUT 0.75 MI DISTANT--S 74 DEG
 NM1782'36 MIN 45 SEC W.  AZIMUTH TO S. GABLE OF BARN ABOUT 3.0 MI DISTANT--
 NM1782'N 55 DEG 44 MIN 55 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0645 ***********************************************************************
 NN0645  DESIGNATION -  ET 9 JA
 NN0645  PID         -  NN0645
 NN0645  STATE/COUNTY-  NE/HOLT
 NN0645  USGS QUAD   -  DELOIT NW (1986)
 NN0645
 NN0645                         *CURRENT SURVEY CONTROL
 NN0645  ___________________________________________________________________
 NN0645* NAD 83(1995)-  42 14 58.74606(N)    098 29 35.67268(W)     ADJUSTED  
 NN0645* NAVD 88     -       616.4    (meters)    2022.     (feet)  VERTCON   
 NN0645  ___________________________________________________________________
 NN0645  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 NN0645  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 NN0645
 NN0645  HORZ ORDER  -  THIRD
 NN0645  VERT ORDER  -  THIRD ? (See Below)
 NN0645
 NN0645.The horizontal coordinates were established by classical geodetic methods
 NN0645.and adjusted by the National Geodetic Survey in August 1997..
 NN0645
 NN0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0645.The vertical order pertains to the NGVD 29 superseded value.
 NN0645
 NN0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0645
 NN0645.The geoid height was determined by GEOID03.
 NN0645
 NN0645;                    North         East     Units Scale Factor Converg.
 NN0645;SPC NE       -   269,363.623   624,308.604   MT  0.99974284   +0 59 54.7
 NN0645;UTM  14      - 4,677,619.671   541,804.068   MT  0.99962150   +0 20 26.6
 NN0645
 NN0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0645!SPC NE       -   0.99990714  x   0.99974284  =   0.99965001
 NN0645!UTM  14      -   0.99990714  x   0.99962150  =   0.99952868
 NN0645
 NN0645:                Primary Azimuth Mark                     Grid Az
 NN0645:SPC NE       -  AZ S GABLE BARN NNE                      022 31 32.5
 NN0645:UTM  14      -  AZ S GABLE BARN NNE                      023 11 00.6
 NN0645
 NN0645|---------------------------------------------------------------------|
 NN0645| PID    Reference Object                     Distance      Geod. Az  |
 NN0645|                                                           dddmmss.s |
 NN0645| CO2140 AZ S GABLE BARN NNE                                0233127.2 |
 NN0645| CO2152 AZ WINDMILL NNW                                    3372022.7 |
 NN0645|---------------------------------------------------------------------|
 NN0645
 NN0645                          SUPERSEDED SURVEY CONTROL
 NN0645
 NN0645  NAD 83(1986)-  42 14 58.75082(N)    098 29 35.67810(W) AD(       ) 3
 NN0645  NAD 27      -  42 14 58.73421(N)    098 29 34.38473(W) AD(       ) 3
 NN0645  NGVD 29 (07/19/86)  616.2    (m)         2022.     (f) LEVELING    3  
 NN0645
 NN0645.Superseded values are not recommended for survey control.
 NN0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0645.See file dsdata.txt to determine how the superseded data were derived.
 NN0645
 NN0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4180477620(NAD 83)
 NN0645_MARKER: DE = TRAVERSE STATION DISK
 NN0645_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NN0645
 NN0645  HISTORY     - Date     Condition        Report By
 NN0645  HISTORY     - 1961     MONUMENTED       USGS
 NN0645
 NN0645                          STATION DESCRIPTION
 NN0645
 NN0645'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NN0645'EWING, 0.5 MI S. AND 7.8 MI W. OF, T. 26 N., R. 10 W., NEAR THE SW.
 NN0645'COR. SEC. 4, ON THE HIGHEST SANDHILL IN THE VICINITY.  A STANDARD
 NN0645'TABLET STAMPED---ET 9 JA 1961---SET IN A CONCRETE POST AZIMUTH TO
 NN0645'CENTER OF WINDMILL 0.75 MI DISTANT--N 22 DEG 40 MIN 15 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2006 ***********************************************************************
 MK2006  DESIGNATION -  ET NORMAN
 MK2006  PID         -  MK2006
 MK2006  STATE/COUNTY-  NE/SAUNDERS
 MK2006  USGS QUAD   -  WANN (1981)
 MK2006
 MK2006                         *CURRENT SURVEY CONTROL
 MK2006  ___________________________________________________________________
 MK2006* NAD 83(1995)-  41 08 47.58184(N)    096 22 06.27569(W)     ADJUSTED  
 MK2006* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 MK2006  ___________________________________________________________________
 MK2006  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 MK2006  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 MK2006
 MK2006  HORZ ORDER  -  SECOND
 MK2006
 MK2006.The horizontal coordinates were established by classical geodetic methods
 MK2006.and adjusted by the National Geodetic Survey in August 1997..
 MK2006
 MK2006.The orthometric height was scaled from a topographic map.
 MK2006
 MK2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2006
 MK2006.The geoid height was determined by GEOID03.
 MK2006
 MK2006;                    North         East     Units Scale Factor Converg.
 MK2006;SPC NE       -   152,200.826   804,679.001   MT  0.99967814   +2 24 23.9
 MK2006;UTM  14      - 4,558,364.069   720,840.373   MT  1.00020027   +1 43 56.1
 MK2006
 MK2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2006!SPC NE       -   0.99995241  x   0.99967814  =   0.99963056
 MK2006!UTM  14      -   0.99995241  x   1.00020027  =   1.00015267
 MK2006
 MK2006|---------------------------------------------------------------------|
 MK2006| PID    Reference Object                     Distance      Geod. Az  |
 MK2006|                                                           dddmmss.s |
 MK2006| MK0709 B 299                                56.887 METERS 13410     |
 MK2006| MK2013 REBAR 233                           APPROX. 4.8 KM 2032315.7 |
 MK2006| CL7994 NORMAN RM 1                          19.805 METERS 29400     |
 MK2006|---------------------------------------------------------------------|
 MK2006
 MK2006                          SUPERSEDED SURVEY CONTROL
 MK2006
 MK2006  NAD 83(1986)-  41 08 47.59290(N)    096 22 06.27824(W) AD(       ) 2
 MK2006  NAD 27      -  41 08 47.59570(N)    096 22 05.18405(W) AD(       ) 2
 MK2006
 MK2006.Superseded values are not recommended for survey control.
 MK2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2006.See file dsdata.txt to determine how the superseded data were derived.
 MK2006
 MK2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2084058364(NAD 83)
 MK2006_MARKER: DD = SURVEY DISK
 MK2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2006_STAMPING: ET NORMAN 1967
 MK2006_MARK LOGO: NGS   
 MK2006_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2006+STABILITY: SURFACE MOTION
 MK2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2006+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 MK2006
 MK2006  HISTORY     - Date     Condition        Report By
 MK2006  HISTORY     - 1967     MONUMENTED       USGS
 MK2006  HISTORY     - 19970507 GOOD             NGS
 MK2006  HISTORY     - 20060615 GOOD             INDIV
 MK2006
 MK2006                          STATION DESCRIPTION
 MK2006
 MK2006'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2006'THE STATION IS LOCATED ABOUT 7.5 MI N. OF ASHLAND, T. 14 N.,
 MK2006'R. 9 E., NEAR THE COR. OF SECS. 25, 26, 35 AND 36, 61.5 FT S.
 MK2006'AND 82 FT W. OF CENTER OF T-RD. S., 25 FT S. OF E.-W. FENCE
 MK2006'AND USGS WITNESS POST.
 MK2006'
 MK2006'TO REACH THE STATION FROM THE POST OFFICE IN ASHLAND, GO E. ALONG
 MK2006'SILVER ST. AND CITY RT. 6 FOR ONE AND A HALF BLOCKS (0.1 MI) TO
 MK2006'14TH ST. AND HWY. 63, TURN LEFT (N.) AND GO ALONG HWY. 63 FOR
 MK2006'3.35 MI TO FORK WHERE HWY. 63 TURNS LEFT (NW.) CONTINUE STRAIGHT
 MK2006'AHEAD (N.) ALONG GRAVEL RD. FOR 4.15 MI TO T-RD. S. AND STATION
 MK2006'ON LEFT (W.) SIDE OF N.-S. RD.
 MK2006'
 MK2006'STATION MARK AND R.M. 1 ARE FLUSH WITH THE GROUND, STANDARD
 MK2006'TABLETS CRIMPED ON 0.5 IN. COPPER COATED RODS CENTERED IN 6 IN.
 MK2006'DIAMETER TILES, 12 IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF
 MK2006'CAP.
 MK2006'
 MK2006'THE STATION MARK IS STAMPED ET NORMAN 1967.
 MK2006'
 MK2006'REFERENCE MARK 1 IS W. OF THE STATION, 34 FT S., 141 FT W. OF
 MK2006'T-RD. S., ON FENCE LINE, STAMPED NORMAN NO 1 1967.
 MK2006'
 MK2006'REFERENCE MARK 2 IS SE. OF THE STATION, BM 299-1950 WAS USED AS
 MK2006'A REFERENCE MARK AND VERTICAL TIE WAS MADE.
 MK2006'
 MK2006'A TRAVERSE CONNECTION WAS MADE FROM STATION ET NORMAN 1967.
 MK2006'
 MK2006'USC AND GS DESCRIPTION AS FOLLOWS--WANN, 0.6 MI W. ALONG GRAVEL
 MK2006'RD. FROM THE CHICAGO, BURLINGTON AND QUINCY RR. STATION AT.
 MK2006'AT A T-RD. JCT., 191 FT S. OF THE CENTER OF E.-W. RD..  94 FT
 MK2006'SW. OF THE SW. CORNER OF THE ALBIN ANDERSON FARMHOUSE, 52 FT E.
 MK2006'OF CENTER OF RD. LEADING S..  1.6 FT SW. OF THE NW. CORNER OF
 MK2006'BARN, 25.4 FT N. OF THE SW. CORNER OF BARN.  SET IN TOP OF
 MK2006'CONCRETE POST WHICH IS FLUSH WITH GROUND.  USC AND GS STANDARD
 MK2006'DISK STAMPED B 299 1950.
 MK2006'
 MK2006'AZIMUTH MARK - NONE SET.
 MK2006
 MK2006                          STATION RECOVERY (1997)
 MK2006
 MK2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (TR)
 MK2006'RECOVERED AS DESCRIBED.
 MK2006
 MK2006                          STATION RECOVERY (2006)
 MK2006
 MK2006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TDD)
 MK2006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1135 ***********************************************************************
 ML1135  DESIGNATION -  EUREKA
 ML1135  PID         -  ML1135
 ML1135  STATE/COUNTY-  NE/VALLEY
 ML1135  USGS QUAD   -  COMSTOCK NW (1952)
 ML1135
 ML1135                         *CURRENT SURVEY CONTROL
 ML1135  ___________________________________________________________________
 ML1135* NAD 83(1995)-  41 42 38.66029(N)    099 09 21.83390(W)     ADJUSTED  
 ML1135* NAVD 88     -       752.4    (meters)    2468.     (feet)  VERTCON   
 ML1135  ___________________________________________________________________
 ML1135  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 ML1135  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 ML1135
 ML1135  HORZ ORDER  -  FIRST
 ML1135
 ML1135.The horizontal coordinates were established by classical geodetic methods
 ML1135.and adjusted by the National Geodetic Survey in August 1997..
 ML1135
 ML1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1135
 ML1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1135
 ML1135.The geoid height was determined by GEOID03.
 ML1135
 ML1135;                    North         East     Units Scale Factor Converg.
 ML1135;SPC NE       -   208,782.645   570,211.779   MT  0.99966497   +0 33 33.4
 ML1135;UTM  14      - 4,617,672.481   487,016.699   MT  0.99960207   -0 06 13.8
 ML1135
 ML1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1135!SPC NE       -   0.99988568  x   0.99966497  =   0.99955069
 ML1135!UTM  14      -   0.99988568  x   0.99960207  =   0.99948780
 ML1135
 ML1135:                Primary Azimuth Mark                     Grid Az
 ML1135:SPC NE       -  BURWELL CABLE TV MAST                    021 07 29.7
 ML1135:UTM  14      -  BURWELL CABLE TV MAST                    021 47 16.9
 ML1135
 ML1135|---------------------------------------------------------------------|
 ML1135| PID    Reference Object                     Distance      Geod. Az  |
 ML1135|                                                           dddmmss.s |
 ML1135| ML1132 BURWELL CABLE TV MAST               APPROX. 8.4 KM 0214103.1 |
 ML1135| CN9271 EUREKA RM 3                                        0514605.2 |
 ML1135| CN9269 EUREKA RM 1                          12.306 METERS 07520     |
 ML1135| ML1138 SARGENT REGION 26 RADIO MAST        APPROX.17.9 KM 2665531.4 |
 ML1135| CN9270 EUREKA RM 2                          10.303 METERS 31909     |
 ML1135|---------------------------------------------------------------------|
 ML1135
 ML1135                          SUPERSEDED SURVEY CONTROL
 ML1135
 ML1135  NAD 83(1986)-  41 42 38.66565(N)    099 09 21.84082(W) AD(       ) 1
 ML1135  NAD 27      -  41 42 38.64005(N)    099 09 20.48845(W) AD(       ) 1
 ML1135  NGVD 29 (07/19/86)  752.1    (m)         2468.     (f) VERT ANG       
 ML1135
 ML1135.Superseded values are not recommended for survey control.
 ML1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1135.See file dsdata.txt to determine how the superseded data were derived.
 ML1135
 ML1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8701717672(NAD 83)
 ML1135_MARKER: DS = TRIANGULATION STATION DISK
 ML1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1135_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ML1135
 ML1135  HISTORY     - Date     Condition        Report By
 ML1135  HISTORY     - 1972     MONUMENTED       NGS
 ML1135
 ML1135                          STATION DESCRIPTION
 ML1135
 ML1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1135'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF ORD, 12 MILES
 ML1135'NORTHEAST OF SARGENT, 5 MILES SOUTH-SOUTHWEST OF BURWELL, 4 MILES
 ML1135'WEST OF STATE HIGHWAY 11, ON THE HIGHEST POINT OF A PASTURED HILL
 ML1135'AND THE PROPERTY IS OWNED BY MR. ALBERT HULINSKY, BURWELL,
 ML1135'NEBRASKA.
 ML1135'
 ML1135'TO REACH THE STATION FROM THE POST OFFICE IN BURWELL GO WEST
 ML1135'FOR ONE BLOCK TO THE INTERSECTION OF 8TH AVENUE.  TURN LEFT AND
 ML1135'GO SOUTH ON 8TH AVENUE FOR 0.8 MILE TO THE JUNCTION OF STATE
 ML1135'HIGHWAY 91.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 2.1 MILES
 ML1135'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTHERLY ON THE
 ML1135'WINDING GRAVELED ROAD FOR 1.7 MILES TO A SIDE ROAD LEFT AT THE
 ML1135'BOTTOM OF A HILL.  TURN LEFT AND GO SOUTHERLY ON THE FIELD ROAD
 ML1135'FOR 0.15 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 ML1135'SOUTHERLY ON THE FIELD ROAD FOR 0.35 MILE TO A GATE.  PASS
 ML1135'THROUGH THE GATE AND CONTINUE SOUTHERLY ON THE FIELD ROAD FOR 0.1
 ML1135'MILE TO A FORK AND A GATE.  TAKE THE RIGHT FORK, PASSING THROUGH
 ML1135'THE GATE, AND CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 0.4 MILE
 ML1135'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHERLY
 ML1135'ON THE TRACK ROAD FOR 0.2 MILE TO A GATE.  PASS THROUGH THE
 ML1135'GATE AND CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 0.3 MILE TO A
 ML1135'GATE.  TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF THE FENCE
 ML1135'FOR 0.05 MILE TO A FENCE CORNER, A GATE AND REFERENCE MARK 3 ON
 ML1135'THE LEFT.  PASS THROUGH THE GATE, TURN LEFT, AND GO SOUTH
 ML1135'ALONG THE WEST SIDE OF A FENCE FOR 0.1 MILE TO THE TOP OF A RIDGE.
 ML1135'TURN RIGHT AND GO WEST ACROSS PASTURED RIDGE FOR 0.15 MILE TO
 ML1135'THE HIGHEST POINT AND THE STATION.
 ML1135'
 ML1135'THE STATION MARKS ARE STANDARD DISKS STAMPED EUREKA 1972, THE
 ML1135'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 ML1135'IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 ML1135'SURFACE.  IT IS ON THE APPARENT HIGH POINT OF THE RIDGE.  THE
 ML1135'UNDER GROUND DISK WAS SET ABOUT 38 INCHES BELOW THE GROUND
 ML1135'SURFACE.
 ML1135'
 ML1135'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EUREKA NO 1 1972,
 ML1135'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 ML1135'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 ML1135'ABOUT 1 FOOT LOWER THAN THE STATION.
 ML1135'
 ML1135'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EUREKA NO 2 1972, SET
 ML1135'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 ML1135'DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 ML1135'ABOUT 2 FEET LOWER THAN THE STATION.
 ML1135'
 ML1135'REFERENCE MARK 3 IS A STANDARD DISK STAMPED EUREKA NO 3 1972,
 ML1135'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 ML1135'IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 ML1135'IS 3 FEET NORTH OF A METAL WITNESS POST WITH SIGN, 2 FEET SOUTH
 ML1135'OF A GATE POST AND 1 FOOT WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0390 ***********************************************************************
 LJ0390  DESIGNATION -  EUSTIS
 LJ0390  PID         -  LJ0390
 LJ0390  STATE/COUNTY-  NE/DAWSON
 LJ0390  USGS QUAD   -  EUSTIS (1970)
 LJ0390
 LJ0390                         *CURRENT SURVEY CONTROL
 LJ0390  ___________________________________________________________________
 LJ0390* NAD 83(1995)-  40 42 50.72413(N)    100 02 03.27948(W)     ADJUSTED  
 LJ0390* NAVD 88     -       849.     (meters)    2785.     (feet)  SCALED    
 LJ0390  ___________________________________________________________________
 LJ0390  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 LJ0390  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 LJ0390
 LJ0390  HORZ ORDER  -  THIRD
 LJ0390
 LJ0390.The horizontal coordinates were established by classical geodetic methods
 LJ0390.and adjusted by the National Geodetic Survey in August 1997..
 LJ0390
 LJ0390.The orthometric height was scaled from a topographic map.
 LJ0390
 LJ0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0390
 LJ0390.The geoid height was determined by GEOID03.
 LJ0390
 LJ0390;                    North         East     Units Scale Factor Converg.
 LJ0390;SPC NE       -    97,789.646   497,107.149   MT  0.99975331   -0 01 21.7
 LJ0390;UTM  14      - 4,507,533.450   412,642.977   MT  0.99969393   -0 40 28.8
 LJ0390
 LJ0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0390!SPC NE       -   0.99987050  x   0.99975331  =   0.99962385
 LJ0390!UTM  14      -   0.99987050  x   0.99969393  =   0.99956447
 LJ0390
 LJ0390:                Primary Azimuth Mark                     Grid Az
 LJ0390:SPC NE       -  EUSTIS AZ MK                             167 32 27.8
 LJ0390:UTM  14      -  EUSTIS AZ MK                             168 11 34.9
 LJ0390
 LJ0390|---------------------------------------------------------------------|
 LJ0390| PID    Reference Object                     Distance      Geod. Az  |
 LJ0390|                                                           dddmmss.s |
 LJ0390| CN9272 EUSTIS AZ MK                                       1673106.1 |
 LJ0390| CN9274 EUSTIS RM 2                          11.648 METERS 26855     |
 LJ0390| CN9273 EUSTIS RM 1                          12.375 METERS 35630     |
 LJ0390|---------------------------------------------------------------------|
 LJ0390
 LJ0390                          SUPERSEDED SURVEY CONTROL
 LJ0390
 LJ0390  NAD 83(1986)-  40 42 50.73022(N)    100 02 03.28419(W) AD(       ) 3
 LJ0390  NAD 27      -  40 42 50.70556(N)    100 02 01.83131(W) AD(       ) 3
 LJ0390
 LJ0390.Superseded values are not recommended for survey control.
 LJ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0390.See file dsdata.txt to determine how the superseded data were derived.
 LJ0390
 LJ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1264307533(NAD 83)
 LJ0390_MARKER: DS = TRIANGULATION STATION DISK
 LJ0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0390
 LJ0390  HISTORY     - Date     Condition        Report By
 LJ0390  HISTORY     - 1951     MONUMENTED       CGS
 LJ0390
 LJ0390                          STATION DESCRIPTION
 LJ0390
 LJ0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0390'THE STATION IS LOCATED ABOUT 10 MILES EAST OF FARNAM AND 3.5
 LJ0390'MILES NORTH OF EUSTIS.  IT IS 0.1 MILE WEST OF A CROSSROAD,
 LJ0390'15 FEET SOUTH OF THE CENTER OF AN EAST-WEST TRACK ROAD, 3 FEET
 LJ0390'NORTHWEST OF A WITNESS POST AND 2.5 FEET NORTH OF AN EAST-WEST
 LJ0390'FENCE LINE.  IT IS STAMPED EUSTIS 1951 AND PROJECTS 6 INCHES.
 LJ0390'
 LJ0390'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTER OF AN
 LJ0390'EAST-WEST TRACK ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 LJ0390'LINE.  IT IS STAMPED EUSTIS NO 1 1951 AND PROJECTS 6 INCHES.
 LJ0390'
 LJ0390'REFERENCE MARK NO. 2 IS 16 FEET SOUTH OF THE CENTER OF AN
 LJ0390'EAST-WEST TRACK ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 LJ0390'LINE.  IT IS STAMPED EUSTIS NO 2 1951 AND PROJECTS 6 INCHES.
 LJ0390'
 LJ0390'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0390'NO. 2 IS 54.6 FEET.
 LJ0390'
 LJ0390'THE AZIMUTH MARK IS LOCATED 12 FEET EAST OF THE CENTER OF A
 LJ0390'NORTH-SOUTH TRACK ROAD, 2 FEET NORTH OF A POWER LINE POLE,
 LJ0390'1.5 FEET NORTH OF A WITNESS POST AND 6 INCHES WEST OF A
 LJ0390'NORTH-SOUTH FENCE LINE.  IT IS STAMPED EUSTIS 1951 AND PROJECTS
 LJ0390'4 INCHES.
 LJ0390'
 LJ0390'TO REACH THE STATION FROM THE POST OFFICE IN EUSTIS, GO NORTH
 LJ0390'FOR 0.05 MILE TO A T ROAD INTERSECTION, TURN RIGHT AND GO EAST
 LJ0390'FOR 0.05 MILE TO A CROSS STREET.  TURN LEFT AND GO NORTH AND
 LJ0390'NORTHEAST ON A PAVED STREET FOR 0.5 MILE TO STATE HIGHWAY 23N,
 LJ0390'TURN RIGHT AND GO EAST ON STATE HIGHWAY 23N FOR 0.35 MILE TO
 LJ0390'A T ROAD LEFT, TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 LJ0390'2.0 MILES TO A T ROAD INTERSECTION.  TURN LEFT NAD GO WEST ON
 LJ0390'A GRAVELED ROAD FOR 0.15 MILE TO A T ROAD RIGHT, TURN RIGHT
 LJ0390'AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A T ROAD
 LJ0390'INTERSECTION.  TURN LEFT AND GO WEST FOR 0.5 MILE TO A
 LJ0390'CROSSROAD, CONTINUE WEST ON A TRACK ROAD FOR 0.1 MILE TO THE
 LJ0390'STATION ON THE LEFT AS DESCRIBED.
 LJ0390'
 LJ0390'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A TRACK
 LJ0390'ROAD FOR 0.1 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON
 LJ0390'A TRACK ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LJ0390'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0877 ***********************************************************************
 LG0877  DESIGNATION -  EVAN LUTH BETHLEHEMS CH SPIRE
 LG0877  PID         -  LG0877
 LG0877  STATE/COUNTY-  NE/THAYER
 LG0877  USGS QUAD   -  RUSKIN (1960)
 LG0877
 LG0877                         *CURRENT SURVEY CONTROL
 LG0877  ___________________________________________________________________
 LG0877* NAD 83(1995)-  40 12 20.29920(N)    097 47 01.12695(W)     ADJUSTED  
 LG0877* NAVD 88     -                                                        
 LG0877  ___________________________________________________________________
 LG0877  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 LG0877  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 LG0877
 LG0877  HORZ ORDER  -  THIRD
 LG0877
 LG0877.The horizontal coordinates were established by classical geodetic methods
 LG0877.and adjusted by the National Geodetic Survey in August 1997..
 LG0877
 LG0877
 LG0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0877
 LG0877.The geoid height was determined by GEOID03.
 LG0877
 LG0877;                    North         East     Units Scale Factor Converg.
 LG0877;SPC NE       -    43,756.868   688,657.014   MT  0.99991337   +1 28 07.6
 LG0877;UTM  14      - 4,451,290.874   603,516.767   MT  0.99973191   +0 47 07.0
 LG0877
 LG0877                          SUPERSEDED SURVEY CONTROL
 LG0877
 LG0877  NAD 83(1986)-  40 12 20.30413(N)    097 47 01.12630(W) AD(       ) 4
 LG0877  NAD 27      -  40 12 20.29000(N)    097 46 59.99000(W) AD(       ) 3
 LG0877
 LG0877.Superseded values are not recommended for survey control.
 LG0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0877.See file dsdata.txt to determine how the superseded data were derived.
 LG0877
 LG0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0351751291(NAD 83)
 LG0877_MARKER: 90 = CHURCH SPIRE
 LG0877
 LG0877  HISTORY     - Date     Condition        Report By
 LG0877  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0877
 LG0877                          STATION DESCRIPTION
 LG0877
 LG0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0877'IT IS LOCATED ABOUT 8 MILES NORTHWEST OF DESHLER, 6 MILES
 LG0877'NORTHEAST OF RUSKIN, 120 FEET EAST OF THE CENTER OF A GRAVELED
 LG0877'ROAD AND 66 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.  IT IS A
 LG0877'CONE SHAPED SPIRE WITH A CROSS AT ITS APEX.  IT IS ON THE SOUTH
 LG0877'END OF A FRAME CHURCH BUILDING.  THE OVERALL HEIGHT IS
 LG0877'APPROXIMATELY 65 FEET AND THE CROSS AT THE APEX OF THE SPIRE WAS
 LG0877'THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1332 ***********************************************************************
 LH1332  DESIGNATION -  EVAN LUTH IMMAN KIRCHE SPIRE
 LH1332  PID         -  LH1332
 LH1332  STATE/COUNTY-  NE/BUFFALO
 LH1332  USGS QUAD   -  MILLER NE (1962)
 LH1332
 LH1332                         *CURRENT SURVEY CONTROL
 LH1332  ___________________________________________________________________
 LH1332* NAD 83(1995)-  40 54 13.38984(N)    099 17 34.29015(W)     ADJUSTED  
 LH1332* NAVD 88     -                                                        
 LH1332  ___________________________________________________________________
 LH1332  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 LH1332  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 LH1332
 LH1332  HORZ ORDER  -  THIRD
 LH1332
 LH1332.The horizontal coordinates were established by classical geodetic methods
 LH1332.and adjusted by the National Geodetic Survey in August 1997..
 LH1332
 LH1332
 LH1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1332
 LH1332.The geoid height was determined by GEOID03.
 LH1332
 LH1332;                    North         East     Units Scale Factor Converg.
 LH1332;SPC NE       -   119,085.410   559,564.245   MT  0.99971343   +0 28 07.0
 LH1332;UTM  14      - 4,528,110.368   475,334.341   MT  0.99960749   -0 11 30.3
 LH1332
 LH1332                          SUPERSEDED SURVEY CONTROL
 LH1332
 LH1332  NAD 83(1986)-  40 54 13.39678(N)    099 17 34.29259(W) AD(       ) 4
 LH1332  NAD 27      -  40 54 13.36200(N)    099 17 32.94900(W) AD(       ) 3
 LH1332
 LH1332.Superseded values are not recommended for survey control.
 LH1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1332.See file dsdata.txt to determine how the superseded data were derived.
 LH1332
 LH1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7533428110(NAD 83)
 LH1332_MARKER: 90 = CHURCH SPIRE
 LH1332
 LH1332  HISTORY     - Date     Condition        Report By
 LH1332  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1332
 LH1332                          STATION DESCRIPTION
 LH1332
 LH1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1332'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF MILLER.
 LH1332'IT IS 60 FEET EAST OF A NORTH-SOUTH ROAD AND 0.1 MILE SOUTH
 LH1332'OF AN EAST-WEST ROAD.  IT IS A WHITE FRAME BUILDING WITH A
 LH1332'SPIRE ON THE WEST END.  THE OVERALL HEIGHT IS 70 FEET.  THE
 LH1332'POINT OBSERVED UPON WAS THE CENTER OF THE SPIRE.
 LH1332'
 LH1332'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40
 LH1332'AND U.S. HIGHWAY 183 IN MILLER, GO EAST-SOUTHEAST ON STATE
 LH1332'HIGHWAY 40 FOR 2.3 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 LH1332'EAST FOR 2.8 MILES TO A T ROAD RIGHT, TURN RIGHT, SOUTH, AND GO
 LH1332'0.9 MILE TO THE CHURCH ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0801 ***********************************************************************
 LG0801  DESIGNATION -  EVAN LUTH ST JOHNS STEEPLE
 LG0801  PID         -  LG0801
 LG0801  STATE/COUNTY-  NE/YORK
 LG0801  USGS QUAD   -  UTICA SW (1969)
 LG0801
 LG0801                         *CURRENT SURVEY CONTROL
 LG0801  ___________________________________________________________________
 LG0801* NAD 83(1995)-  40 50 14.81775(N)    097 25 32.87181(W)     ADJUSTED  
 LG0801* NAVD 88     -                                                        
 LG0801  ___________________________________________________________________
 LG0801  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LG0801  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 LG0801
 LG0801  HORZ ORDER  -  THIRD
 LG0801
 LG0801.The horizontal coordinates were established by classical geodetic methods
 LG0801.and adjusted by the National Geodetic Survey in August 1997..
 LG0801
 LG0801
 LG0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0801
 LG0801.The geoid height was determined by GEOID03.
 LG0801
 LG0801;                    North         East     Units Scale Factor Converg.
 LG0801;SPC NE       -   114,715.514   717,020.672   MT  0.99972614   +1 42 21.3
 LG0801;UTM  14      - 4,521,905.063   632,719.998   MT  0.99981681   +1 01 46.4
 LG0801
 LG0801                          SUPERSEDED SURVEY CONTROL
 LG0801
 LG0801  NAD 83(1986)-  40 50 14.82603(N)    097 25 32.87217(W) AD(       ) 4
 LG0801  NAD 27      -  40 50 14.79600(N)    097 25 31.69900(W) AD(       ) 3
 LG0801
 LG0801.Superseded values are not recommended for survey control.
 LG0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0801.See file dsdata.txt to determine how the superseded data were derived.
 LG0801
 LG0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3272021905(NAD 83)
 LG0801
 LG0801  HISTORY     - Date     Condition        Report By
 LG0801  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0801  HISTORY     - 20030814 GOOD             USPSQD
 LG0801
 LG0801                          STATION DESCRIPTION
 LG0801
 LG0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0801'THE STATION IS LOCATED SE OF THE TOWN OF WACO.  TO REACH THE
 LG0801'STATION FROM THE POST OFFICE IN WACO GO WEST ON THE MAIN STREET
 LG0801'FOR 0.05 MILE TO WHERE STREET JUNCTIONS WITH STATE HWY 76, TURN
 LG0801'LEFT (SOUTH) AND PROCEED ALONG HWY 76 FOR 3.45 MILE TO
 LG0801'INTERSECTION, TURN LEFT (EAST) PROCEED FOR 1.90 MILE TO
 LG0801'INTERSECTION, TURN RIGHT (SOUTH) AND PROCEED FOR 0.35 MILE TO
 LG0801'STATION ON LEFT (EAST) SIDE OF ROAD.
 LG0801'
 LG0801'STATION IS A WOODEN BUILDING, PAINTED WHITE, WITH A STEEPLE PAINTED
 LG0801'GREEN AND APPROXIMATELY 75 FEET HIGH.
 LG0801'
 LG0801'THE POINT INTERSECTED WAS THE CROSS ON TOP OF THE STEEPLE.
 LG0801
 LG0801                          STATION RECOVERY (2003)
 LG0801
 LG0801'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0801'STATION FOUND GOOD. THE STATION IS SE OF WACO. STATE HWY 76 IS NOW
 LG0801'SPUR 93B OR ROAD 'S'. FROM THE P.O. GO WEST ON STRICKLER ST FOR 0.05
 LG0801'MILE TO MIDLAND ST. (OR ROAD 'S'). TURN LEFT. GO SOUTH ON ROAD 'S'
 LG0801'1.45 MILE TO ROAD '13'. TURN LEFT. GO EAST ON ROAD '13' 2.0 MILES TO
 LG0801'ROAD 'U'. TURN RIGHT. GO SOUTH ON ROAD 'U' FOR 2.35 MILE TO STATION ON
 LG0801'LEFT. CHURCH IS WHITE WITH A GREEN STEEPLE AND A CROSS AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0949 ***********************************************************************
 LG0949  DESIGNATION -  EVAN LUTH ZION CHURCH BELFRY
 LG0949  PID         -  LG0949
 LG0949  STATE/COUNTY-  NE/HAMILTON
 LG0949  USGS QUAD   -  HENDERSON NE (1968)
 LG0949
 LG0949                         *CURRENT SURVEY CONTROL
 LG0949  ___________________________________________________________________
 LG0949* NAD 83(1995)-  40 54 55.35661(N)    097 50 49.95115(W)     ADJUSTED  
 LG0949* NAVD 88     -                                                        
 LG0949  ___________________________________________________________________
 LG0949  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 LG0949  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 LG0949
 LG0949  HORZ ORDER  -  THIRD
 LG0949
 LG0949.The horizontal coordinates were established by classical geodetic methods
 LG0949.and adjusted by the National Geodetic Survey in August 1997..
 LG0949
 LG0949
 LG0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0949
 LG0949.The geoid height was determined by GEOID03.
 LG0949
 LG0949;                    North         East     Units Scale Factor Converg.
 LG0949;SPC NE       -   122,393.132   681,285.870   MT  0.99971133   +1 25 35.9
 LG0949;UTM  14      - 4,530,002.814   597,076.355   MT  0.99971599   +0 45 18.3
 LG0949
 LG0949                          SUPERSEDED SURVEY CONTROL
 LG0949
 LG0949  NAD 83(1986)-  40 54 55.36485(N)    097 50 49.95256(W) AD(       ) 4
 LG0949  NAD 27      -  40 54 55.31200(N)    097 50 48.77800(W) AD(       ) 3
 LG0949
 LG0949.Superseded values are not recommended for survey control.
 LG0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0949.See file dsdata.txt to determine how the superseded data were derived.
 LG0949
 LG0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9707630003(NAD 83)
 LG0949_MARKER: 75 = BELFRY
 LG0949
 LG0949  HISTORY     - Date     Condition        Report By
 LG0949  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0949  HISTORY     - 20030814 GOOD             USPSQD
 LG0949
 LG0949                          STATION DESCRIPTION
 LG0949
 LG0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0949'THE STATION IS LOCATED NE OF THE TOWN OF HAMPTON.  TO REACH THE
 LG0949'STATION FROM THE POST OFFICE IN HAMPTON GO SOUTH FOR 0.05 MILE
 LG0949'TO JCT. OF STREET AND US HWY 34, TURN LEFT (EAST) ON US HWY 34
 LG0949'FOR 0.20 MILE TO GRAVEL ROAD GOING NORTH, TURN LEFT (NORTH) FOR
 LG0949'2.10 MILE TO INTERSECTION, TURN RIGHT (EAST) AND GO FOR 0.90 MILE
 LG0949'TO STATION ON THE RIGHT (SOUTH) SIDE OF ROAD.
 LG0949'
 LG0949'STATION IS A WOODEN BUILDING, PAINTED WHITE WITH A BELFRY AND
 LG0949'CROSS ON TOP.  THE CROSS ON TOP OF THE BELFRY IS APPROXIMATELY 80
 LG0949'FEET HIGH.
 LG0949'
 LG0949'THE POINT INTERSECTED WAS THE CROSS ON TOP OF THE BELFRY.
 LG0949
 LG0949                          STATION RECOVERY (2003)
 LG0949
 LG0949'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1073 ***********************************************************************
 LG1073  DESIGNATION -  EVANGELICAL LUTHERAN CHURCH
 LG1073  PID         -  LG1073
 LG1073  STATE/COUNTY-  NE/GAGE
 LG1073  USGS QUAD   -  ODELL NE (1970)
 LG1073
 LG1073                         *CURRENT SURVEY CONTROL
 LG1073  ___________________________________________________________________
 LG1073* NAD 83(1995)-  40 11 48.60487(N)    096 49 20.92381(W)     ADJUSTED  
 LG1073* NAVD 88     -                                                        
 LG1073  ___________________________________________________________________
 LG1073  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 LG1073  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 LG1073
 LG1073  HORZ ORDER  -  THIRD
 LG1073
 LG1073.The horizontal coordinates were established by classical geodetic methods
 LG1073.and adjusted by the National Geodetic Survey in August 1997..
 LG1073
 LG1073
 LG1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1073
 LG1073.The geoid height was determined by GEOID03.
 LG1073
 LG1073;                    North         East     Units Scale Factor Converg.
 LG1073;SPC NE       -    45,331.974   770,476.678   MT  0.99991682   +2 06 20.6
 LG1073;UTM  14      - 4,451,878.077   685,345.295   MT  1.00002290   +1 24 20.9
 LG1073
 LG1073                          SUPERSEDED SURVEY CONTROL
 LG1073
 LG1073  NAD 83(1986)-  40 11 48.61185(N)    096 49 20.92101(W) AD(       ) 4
 LG1073  NAD 27      -  40 11 48.60800(N)    096 49 19.83200(W) AD(       ) 3
 LG1073
 LG1073.Superseded values are not recommended for survey control.
 LG1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1073.See file dsdata.txt to determine how the superseded data were derived.
 LG1073
 LG1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8534551878(NAD 83)
 LG1073_MARKER: 90 = CHURCH SPIRE
 LG1073
 LG1073  HISTORY     - Date     Condition        Report By
 LG1073  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1073  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 LG1073
 LG1073                          STATION DESCRIPTION
 LG1073
 LG1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1073'THE CHURCH SPIRE IS LOCATED ABOUT 5.5 MILES WEST-SOUTHWEST OF
 LG1073'BEATRICE AND 1.5 MILES SOUTH OF STATE HIGHWAY 3.  IT IS A
 LG1073'WHITE FRAME BUILDING WITH THE SPIRE ON THE EAST END.  THE SPIRE
 LG1073'IS SILVER IN COLOR, ABOUT 40 FEET HIGH AND HAS A CROSS ON THE
 LG1073'TOP.  IT WAS BUILT IN 1914.  IT IS 75 FEET WEST OF THE CENTER OF
 LG1073'A GRAVELED ROAD.  THE POINT OBSERVED UPON WAS THE CENTER OF THE
 LG1073'CROSS.
 LG1073'THE POINT OBSERVED UPON WAS THE CENTER OF THE CROSS.
 LG1073
 LG1073                          STATION RECOVERY (2004)
 LG1073
 LG1073'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1073'STATION NOT FOUND. SITE LOCATED. CHURCH NO LONGER EXISTS. STATE
 LG1073'HIGHWAY 3 IS NOW U.S. HIGHWAY 136. SITE IS 5.5 MILES WEST-SOUTHWEST OF
 LG1073'BEATRICE, 1/2 MILE SOUTH OF U.S.HIGHWAY 136, ALONG S.W. 75TH ROAD
 LG1073'WHICH IS A 1-LANE GRAVELED ROAD, AND WEST OF S.W. 75TH ROAD. SITE IS
 LG1073'SOUTH OF A CEMETERY. THIS STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1044 ***********************************************************************
 LG1044  DESIGNATION -  EVANGELICAL ZION LUTHERAN CH
 LG1044  PID         -  LG1044
 LG1044  STATE/COUNTY-  NE/GAGE
 LG1044  USGS QUAD   -  FILLEY (1980)
 LG1044
 LG1044                         *CURRENT SURVEY CONTROL
 LG1044  ___________________________________________________________________
 LG1044* NAD 83(1995)-  40 20 56.81869(N)    096 36 52.73533(W)     ADJUSTED  
 LG1044* NAVD 88     -                                                        
 LG1044  ___________________________________________________________________
 LG1044  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 LG1044  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 LG1044
 LG1044  HORZ ORDER  -  THIRD
 LG1044
 LG1044.The horizontal coordinates were established by classical geodetic methods
 LG1044.and adjusted by the National Geodetic Survey in August 1997..
 LG1044
 LG1044
 LG1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1044
 LG1044.The geoid height was determined by GEOID03.
 LG1044
 LG1044;                    North         East     Units Scale Factor Converg.
 LG1044;SPC NE       -    62,897.882   787,496.957   MT  0.99986039   +2 14 36.5
 LG1044;UTM  14      - 4,469,237.990   702,581.722   MT  1.00010520   +1 32 41.7
 LG1044
 LG1044                          SUPERSEDED SURVEY CONTROL
 LG1044
 LG1044  NAD 83(1986)-  40 20 56.82676(N)    096 36 52.73122(W) AD(       ) 4
 LG1044  NAD 27      -  40 20 56.82300(N)    096 36 51.64700(W) AD(       ) 3
 LG1044
 LG1044.Superseded values are not recommended for survey control.
 LG1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1044.See file dsdata.txt to determine how the superseded data were derived.
 LG1044
 LG1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0258269238(NAD 83)
 LG1044_MARKER: 90 = CHURCH SPIRE
 LG1044
 LG1044  HISTORY     - Date     Condition        Report By
 LG1044  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1044  HISTORY     - 20040603 GOOD             USPSQD
 LG1044
 LG1044                          STATION DESCRIPTION
 LG1044
 LG1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1044'THE STATION IS ABOUT 9.5 MILES NORTHEAST OF BEATRICE, 1.6 MILES
 LG1044'SOUTH OF A GRAVELED ROAD AND 50 FEET WEST OF THE CENTER OF A
 LG1044'GRAVELED ROAD.  IT IS ABOUT 120 FEET IN HEIGHT AND THE MOST
 LG1044'NORTHERN AND TALLEST OF 2 CONE SHAPED SPIRES.
 LG1044'
 LG1044'THE POINT OBSERVED UPON WAS THE CROSS AT THE APEX.
 LG1044
 LG1044                          STATION RECOVERY (2004)
 LG1044
 LG1044'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1044'STATION FOUND GOOD. TO REACH THE STATION FROM BEATRICE GO NORTH ON
 LG1044'U.S. HIGHWAY 77 FOR 2.5 MILES TO E. ELM RD. GO 7 MILES EAST ON E. ELM
 LG1044'RD. TO THE INTERSECTION OF S. 80TH RD. THE BROWN BRICK CHURCH IS 50
 LG1044'FEET WEST OF S. 80TH RD. AND SOUTH OF E. ELM RD. IN THE SOUTHWEST
 LG1044'CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0612 ***********************************************************************
 NN0612  DESIGNATION -  EVANS HOUSE CHIMNEY
 NN0612  PID         -  NN0612
 NN0612  STATE/COUNTY-  NE/KNOX
 NN0612  USGS QUAD   -  DORSEY SW (1954)
 NN0612
 NN0612                         *CURRENT SURVEY CONTROL
 NN0612  ___________________________________________________________________
 NN0612* NAD 83(1995)-  42 34 06.39215(N)    098 29 34.02839(W)     ADJUSTED  
 NN0612* NAVD 88     -                                                        
 NN0612  ___________________________________________________________________
 NN0612  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 NN0612  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 NN0612
 NN0612  HORZ ORDER  -  THIRD
 NN0612
 NN0612.The horizontal coordinates were established by classical geodetic methods
 NN0612.and adjusted by the National Geodetic Survey in August 1997..
 NN0612
 NN0612
 NN0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0612
 NN0612.The geoid height was determined by GEOID03.
 NN0612
 NN0612;                    North         East     Units Scale Factor Converg.
 NN0612;SPC NE       -   304,762.910   623,729.122   MT  0.99983084   +0 59 55.8
 NN0612;UTM  14      - 4,713,017.510   541,630.406   MT  0.99962132   +0 20 35.2
 NN0612
 NN0612                          SUPERSEDED SURVEY CONTROL
 NN0612
 NN0612  NAD 83(1986)-  42 34 06.39924(N)    098 29 34.03168(W) AD(       ) 4
 NN0612  NAD 27      -  42 34 06.39800(N)    098 29 32.73200(W) AD(       ) 3
 NN0612
 NN0612.Superseded values are not recommended for survey control.
 NN0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0612.See file dsdata.txt to determine how the superseded data were derived.
 NN0612
 NN0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4163013018(NAD 83)
 NN0612_MARKER: 85 = CHIMNEY
 NN0612
 NN0612  HISTORY     - Date     Condition        Report By
 NN0612  HISTORY     - 1900     FIRST OBSERVED   CGS
 NN0612
 NN0612                          STATION DESCRIPTION
 NN0612
 NN0612'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2004 ***********************************************************************
 MK2004  DESIGNATION -  EVVEROAD ET
 MK2004  PID         -  MK2004
 MK2004  STATE/COUNTY-  NE/SAUNDERS
 MK2004  USGS QUAD   -  WANN (1981)
 MK2004
 MK2004                         *CURRENT SURVEY CONTROL
 MK2004  ___________________________________________________________________
 MK2004* NAD 83(1995)-  41 14 32.47715(N)    096 22 22.66213(W)     ADJUSTED  
 MK2004* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 MK2004  ___________________________________________________________________
 MK2004  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 MK2004  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 MK2004
 MK2004  HORZ ORDER  -  SECOND
 MK2004
 MK2004.The horizontal coordinates were established by classical geodetic methods
 MK2004.and adjusted by the National Geodetic Survey in August 1997..
 MK2004
 MK2004.The orthometric height was scaled from a topographic map.
 MK2004
 MK2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2004
 MK2004.The geoid height was determined by GEOID03.
 MK2004
 MK2004;                    North         East     Units Scale Factor Converg.
 MK2004;SPC NE       -   162,811.760   803,851.269   MT  0.99966911   +2 24 13.1
 MK2004;UTM  14      - 4,568,989.566   720,136.912   MT  1.00019644   +1 43 57.2
 MK2004
 MK2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2004!SPC NE       -   0.99994479  x   0.99966911  =   0.99961392
 MK2004!UTM  14      -   0.99994479  x   1.00019644  =   1.00014122
 MK2004
 MK2004|---------------------------------------------------------------------|
 MK2004| PID    Reference Object                     Distance      Geod. Az  |
 MK2004|                                                           dddmmss.s |
 MK2004| CL6492 EVVEROAD RM 1                        14.478 METERS 18129     |
 MK2004| MK2016 STORM                               APPROX. 6.3 KM 2534624.5 |
 MK2004| MK2019 YUTAN MUNICIPAL TANK                APPROX. 2.4 KM 2783042.6 |
 MK2004| CL6493 EVVEROAD RM 2                        14.737 METERS 35907     |
 MK2004|---------------------------------------------------------------------|
 MK2004
 MK2004                          SUPERSEDED SURVEY CONTROL
 MK2004
 MK2004  NAD 83(1986)-  41 14 32.48680(N)    096 22 22.66508(W) AD(       ) 2
 MK2004  NAD 27      -  41 14 32.48401(N)    096 22 21.58050(W) AD(       ) 2
 MK2004
 MK2004.Superseded values are not recommended for survey control.
 MK2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2004.See file dsdata.txt to determine how the superseded data were derived.
 MK2004
 MK2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2013768990(NAD 83)
 MK2004_MARKER: DD = SURVEY DISK
 MK2004_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MK2004_STAMPING: EVVEROAD 1967 ET
 MK2004_MARK LOGO: USGS  
 MK2004_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2004
 MK2004  HISTORY     - Date     Condition        Report By
 MK2004  HISTORY     - 1967     MONUMENTED       USGS
 MK2004  HISTORY     - 19960401 POOR             NEDR
 MK2004
 MK2004                          STATION DESCRIPTION
 MK2004
 MK2004'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2004'THE STATION IS LOCATED ABOUT 1.5 MI E. OF YUTAN, ON PROPERTY
 MK2004'OWNED BY MR. EVVEROAD, T. 15 N., R. 9 E., NEAR THE QUARTER
 MK2004'COR. BETWEEN SECS. 25 AND 26, 25 FT W. OF CENTER OF PRIVATE
 MK2004'DRIVE, 3 FT. E. OF WITNESS POST AND FENCE, 210 FT NNW. FROM
 MK2004'THE NE. CORNER OF HOUSE, ON HIGH RIDGE OVERLOOKING THE PLATTE
 MK2004'RIVER.
 MK2004'
 MK2004'TO REACH THE STATION FROM PUBLIC SCHOOL IN YUTAN, GO N. 0.3
 MK2004'MI TO MAIN CROSS STREETS IN YUTAN, TURN RIGHT (E.) AND GO
 MK2004'0.5 MI TO A T-RD. W., TURN LEFT (N.) AND GO 0.2 MI TO CROSSROADS,
 MK2004'TURN RIGHT (E.) AND GO 0.8 MI TO A PRIVATE T-RD. S., TURN RIGHT
 MK2004'(S.) AND GO ALONG PRIVATE DRIVE FOR 0.3 MI TO HOUSE AND CHAIN
 MK2004'GATE ACROSS RDS, OBTAIN KEY FOR CHAIN GATE AND PERMISSION TO
 MK2004'CONTINUE AT ABOVE HOUSE, PASS THROUGH CHAIN GATE AND CONTINUE
 MK2004'UP HILL FOR 0.15 MI TO TOP RIDGE AND STATION ON RIGHT (W.)
 MK2004'
 MK2004'ALL MARKS ARE FLUSH WITH GROUND.  STANDARD TABLETS CRIMPED
 MK2004'TO 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 MK2004'TILES, 12 IN. LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2004'
 MK2004'THE STATION MARK IS STAMPED ET EVVEROAD 1967.
 MK2004'
 MK2004'REFERENCE MARK 1 IS S. OF THE STATION, 41 FT W. OF CENTER OF
 MK2004'PRIVATE DRIVE, 2 FT E. OF FENCE, 173 FT NNW. OF CORNER HOUSE
 MK2004'STAMPED EVVEROAD NO 1 1967.
 MK2004'
 MK2004'REFERENCE MARK 2 IS N. OF THE STATION, 14 FT W. OF CENTER OF
 MK2004'PRIVATE DRIVE, 4 FT E. OF FENCE, 252 FT NNW. OF NE. CORNER
 MK2004'OF HOUSE, STAMPED EVVEROAD NO 2 1967.
 MK2004'
 MK2004'AZIMUTH MARK - NONE SET.
 MK2004'
 MK2004'REFERENCE AZIMUTH OBSERVED TO WATER TANK IN YUTAN.
 MK2004
 MK2004                          STATION RECOVERY (1996)
 MK2004
 MK2004'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 MK2004'THE MARK WAS RECOVERED IN POOR CONDITION, THE CAP BEING BENT TO THE
 MK2004'NORTH, IN THE NE1/4, SEC26, T16N, R10E.  TO REACH THE MARK FROM THE
 MK2004'PUBLIC SCHOOL, IN YUTAN, GO NORTH FOR 03.0 MI (4.8 KM) TO VINE STREET.
 MK2004'TURN RIGHT AND GO EAST FOR 0.5 MI (0.8 KM) TO A T-ROAD. TURN LEFT AND
 MK2004'GO NORTH FOR 0.2 MI (0.3 KM) TO AN INTERSECTION.  TURN RIGHT AND GO
 MK2004'EAST FOR 0.8 MI (1.3 KM) TO A HOUSE DRIVE LEADING SOUTH.  FOLLOW THE
 MK2004'DRIVE ALONG A FENCELINE FOR 0.45 MI (0.72 KM) TO THE MARK ON THE POINT
 MK2004'OF A HILL.  THE MARK IS A DISK, CRIMPED TO THE TOP OF A COPPER CLAD
 MK2004'ROD AND IS FLUSH WITH THE GROUND, 64.01 M (210.01 FT) NORTHWEST OF THE
 MK2004'NORTHEAST CORNER OF AN A-FRAME TYPE HOUSE, 30.89 M (101.34 FT)
 MK2004'SOUTH-SOUTHEAST FROM A UTILITY POLE, 14.737 M (48.350 FT) SOUTH FROM
 MK2004'RM 2, 14.478 M (47.500 FT) NORTH FROM RM 1, 10.195 M (33.448 FT)
 MK2004'NORTHEAST OF A NAIL IN A BLAZED MULBERRY TREE, 7.3 M (24.0 FT) WEST OF
 MK2004'THE NEAR CENTERLINE OF THE HOUSE DRIVE AND 0.95 M (3.12 FT) EAST OF A
 MK2004'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0653 ***********************************************************************
 MN0653  DESIGNATION -  EWING
 MN0653  PID         -  MN0653
 MN0653  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0653  USGS QUAD   -  STEGALL (1960)
 MN0653
 MN0653                         *CURRENT SURVEY CONTROL
 MN0653  ___________________________________________________________________
 MN0653* NAD 83(1995)-  41 45 10.24433(N)    103 52 37.34741(W)     ADJUSTED  
 MN0653* NAVD 88     -      1489.6    (meters)    4887.     (feet)  VERTCON   
 MN0653  ___________________________________________________________________
 MN0653  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 MN0653  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 MN0653
 MN0653  HORZ ORDER  -  THIRD
 MN0653
 MN0653.The horizontal coordinates were established by classical geodetic methods
 MN0653.and adjusted by the National Geodetic Survey in August 1997..
 MN0653
 MN0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0653
 MN0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0653
 MN0653.The geoid height was determined by GEOID03.
 MN0653
 MN0653;                    North         East     Units Scale Factor Converg.
 MN0653;SPC NE       -   220,341.413   177,759.350   MT  0.99966786   -2 34 09.5
 MN0653;UTM  13      - 4,622,944.844   593,360.494   MT  0.99970726   +0 44 52.3
 MN0653
 MN0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0653!SPC NE       -   0.99976933  x   0.99966786  =   0.99943726
 MN0653!UTM  13      -   0.99976933  x   0.99970726  =   0.99947665
 MN0653
 MN0653:                Primary Azimuth Mark                     Grid Az
 MN0653:SPC NE       -  ROUBEDEAU                                012 14 23.5
 MN0653:UTM  13      -  ROUBEDEAU                                008 55 21.7
 MN0653
 MN0653|---------------------------------------------------------------------|
 MN0653| PID    Reference Object                     Distance      Geod. Az  |
 MN0653|                                                           dddmmss.s |
 MN0653| MN0649 ROUBEDEAU                           APPROX. 9.9 KM 0094014.0 |
 MN0653|---------------------------------------------------------------------|
 MN0653
 MN0653                          SUPERSEDED SURVEY CONTROL
 MN0653
 MN0653  NAD 83(1995)-  41 45 10.24433(N)    103 52 37.34741(W) AD(       ) 3
 MN0653  NAD 83(1986)-  41 45 10.23385(N)    103 52 37.35283(W) AD(       ) 3
 MN0653  NGVD 29 (09/11/89) 1488.8    (m)         4885.     (f) VERT ANG       
 MN0653
 MN0653.Superseded values are not recommended for survey control.
 MN0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0653.See file dsdata.txt to determine how the superseded data were derived.
 MN0653
 MN0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG9336022945(NAD 83)
 MN0653_MARKER: DS = TRIANGULATION STATION DISK
 MN0653_SETTING: 0 = UNSPECIFIED SETTING
 MN0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0653
 MN0653  HISTORY     - Date     Condition        Report By
 MN0653  HISTORY     - 1960     MONUMENTED       USGS
 MN0653
 MN0653                          STATION DESCRIPTION
 MN0653
 MN0653'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MN0653'STATION IS LOCATED ABOUT 12 MI. (AIRLINE) SW. OF GERING, NEBRASKA,
 MN0653'NEAR THE NW. CORNER OF THE NE. QUARTER OF SEC. 36, T 21 N, R 57 W,
 MN0653'119 FT. N. OF A TRACK RD.
 MN0653'
 MN0653'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 86 IN
 MN0653'GERING, NEBRASKA, DRIVE 2.5 MI. SW. ON STATE HIGHWAY 29 TO JUNCTION
 MN0653'OF OILED RD., TURN RIGHT (W.), CONTINUE 5.0 MI. TO CROSSROADS, TURN
 MN0653'LEFT (S.), CONTINUE FOR 0.5 MI., TURN RIGHT (W.), CONTINUE 1.5 MI.,
 MN0653'TURN LEFT (S.), CONTINUE ALONG GRAVEL RD. UP CARTER CANYON TO
 MN0653'INTERSECTION OF THE ROUBEDEAU PASS ROAD AT THE TELFORD EWING RANCH,
 MN0653'TURN LEFT (S.), CONTINUE S. ALONG COUNTY RD. FOR 2.1 MI. TO JUNCTION
 MN0653'OF DIM TRACK RD. W., TURN RIGHT (W.), CONTINUE ALONG TRACK RD. FOR
 MN0653'1.8 MI. TO KNOLL ON RIGHT (N.) SIDE OF RD. AND STATION SITE.
 MN0653'
 MN0653'RECOVERED BY USGS IN 1963.
 MN0653'
 MN0653'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING
 MN0653'ABOUT 3 IN. ABOVE GROUND AND STAMPED---EWING 1960---.
 MN0653'
 MN0653'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0791 ***********************************************************************
 LG0791  DESIGNATION -  EXETER
 LG0791  PID         -  LG0791
 LG0791  STATE/COUNTY-  NE/FILLMORE
 LG0791  USGS QUAD   -  EXETER (1969)
 LG0791
 LG0791                         *CURRENT SURVEY CONTROL
 LG0791  ___________________________________________________________________
 LG0791* NAD 83(1995)-  40 40 28.21391(N)    097 26 40.97810(W)     ADJUSTED  
 LG0791* NAVD 88     -       494.     (meters)    1621.     (feet)  SCALED    
 LG0791  ___________________________________________________________________
 LG0791  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 LG0791  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 LG0791
 LG0791  HORZ ORDER  -  SECOND
 LG0791
 LG0791.The horizontal coordinates were established by classical geodetic methods
 LG0791.and adjusted by the National Geodetic Survey in August 1997..
 LG0791
 LG0791.The orthometric height was scaled from a topographic map.
 LG0791
 LG0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0791
 LG0791.The geoid height was determined by GEOID03.
 LG0791
 LG0791;                    North         East     Units Scale Factor Converg.
 LG0791;SPC NE       -    96,585.768   715,960.785   MT  0.99976299   +1 41 36.2
 LG0791;UTM  14      - 4,503,787.844   631,445.573   MT  0.99981267   +1 00 49.7
 LG0791
 LG0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0791!SPC NE       -   0.99992668  x   0.99976299  =   0.99968969
 LG0791!UTM  14      -   0.99992668  x   0.99981267  =   0.99973936
 LG0791
 LG0791:                Primary Azimuth Mark                     Grid Az
 LG0791:SPC NE       -  EXETER AZ MK                             179 27 52.8
 LG0791:UTM  14      -  EXETER AZ MK                             180 08 39.3
 LG0791
 LG0791|---------------------------------------------------------------------|
 LG0791| PID    Reference Object                     Distance      Geod. Az  |
 LG0791|                                                           dddmmss.s |
 LG0791| CN9275 EXETER AZ MK                                       1810929.0 |
 LG0791| LG0790 EXETER TANK                         APPROX. 3.5 KM 1890917.8 |
 LG0791| CN9278 EXETER RM 3                          31.879 METERS 21925     |
 LG0791| CN9276 EXETER RM 1                          24.628 METERS 23202     |
 LG0791| CN9279 EXETER RM 4                          24.652 METERS 30714     |
 LG0791| CN9277 EXETER RM 2                          28.170 METERS 31817     |
 LG0791|---------------------------------------------------------------------|
 LG0791
 LG0791                          SUPERSEDED SURVEY CONTROL
 LG0791
 LG0791  NAD 83(1986)-  40 40 28.22150(N)    097 26 40.97874(W) AD(       ) 2
 LG0791  NAD 27      -  40 40 28.19800(N)    097 26 39.80000(W) AD(       ) 2
 LG0791
 LG0791.Superseded values are not recommended for survey control.
 LG0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0791.See file dsdata.txt to determine how the superseded data were derived.
 LG0791
 LG0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3144603788(NAD 83)
 LG0791_MARKER: DS = TRIANGULATION STATION DISK
 LG0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0791
 LG0791  HISTORY     - Date     Condition        Report By
 LG0791  HISTORY     - 1950     MONUMENTED       CGS
 LG0791  HISTORY     - 1953     GOOD             CGS
 LG0791  HISTORY     - 1953     GOOD             CGS
 LG0791
 LG0791                          STATION DESCRIPTION
 LG0791
 LG0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0791'STATION IS LOCATED ABOUT 2 MILES NORTH OF EXTER ON AN EAST-WEST
 LG0791'RIDGE IN THE RIGHT OF WAY FENCELINE OF GRAVEL ROAD.  STATION IS
 LG0791'29 FEET EAST OF THE APPROXIMATE CENTERLINE OF ROAD AND 3 FEET
 LG0791'SOUTH OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 LG0791'DISK IS STAMPED EXETER 1950.
 LG0791'
 LG0791'REFERENCE MARK NO. 1 IS 36 FEET WEST OF THE APPROXIMATE
 LG0791'CENTERLINE OF ROAD AND 15 FEET EAST OF FENCE.  THE MARK PROJECTS
 LG0791'ABOUT 4 INCHES AND THE DISK IS STAMPED EXETER NO 1 1950.
 LG0791'
 LG0791'REFERENCE MARK NO. 2 IS 31 FEET WEST OF THE APPROXIMATE
 LG0791'CENTERLINE OF ROAD AND 15 FEET EAST OF FENCE.  THE MARK PROJECTS
 LG0791'ABOUT 4 INCHES AND THE DISK IS STAMPED EXETER NO 2 1950.
 LG0791'
 LG0791'AZIMUTH MARK IS 36 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 LG0791'ROAD, 13 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY,
 LG0791'7 FEET NORTH OF FENCE CORNER AND POWER POLE AND 4 FEET NORTHEAST
 LG0791'OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LG0791'IS STAMPED EXETER 1950.
 LG0791'
 LG0791'TO REACH FROM THE RAILROAD DEPOT IN EXETER GO NORTH ON GRAVEL
 LG0791'ROAD FOR 0.7 MILE TO T INTERSECTION.  TURN RIGHT AND GO WEST FOR
 LG0791'0.3 MILE TO CROSSROADS.  TURN LEFT AND GO NORTH FOR 0.8 MILE TO
 LG0791'HOUSE AND AZIMUTH MARK ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 LG0791'CONTINUE NORTH FOR 0.55 MILE TO STATION ON RIGHT OR EAST SIDE
 LG0791'OF ROAD AS DESCRIBED.
 LG0791'
 LG0791'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0791
 LG0791                          STATION RECOVERY (1953)
 LG0791
 LG0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EJS)
 LG0791'REPORT FROM FORM 685 SUBMITTED BY MR. E.J. SCHELKPF, COUNTY
 LG0791'SURVEYOR, GENEVA, NEBRASKA-
 LG0791'
 LG0791'REFERENCE MARK NO. 2 WAS DESTROYED DUE TO ROAD GRADING.
 LG0791'
 LG0791'REFERENCE MARK DISK STAMPED EXETER NO. 2 1950 RECEIVED AT
 LG0791'OFFICE 7/20/53.
 LG0791
 LG0791                          STATION RECOVERY (1953)
 LG0791
 LG0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LG0791'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0791'GOOD CONDITION, EXCEPT BOTH REFERENCE MARKS WHICH HAD BEEN
 LG0791'DESTROYED BY ROAD CONSTRUCTION.  TWO NEW REFERENCE MARKS WERE
 LG0791'SET.  A COMPLETE DESCRIPTION FOLLOWS.
 LG0791'
 LG0791'STATION IS LOCATED ABOUT 2 MILES NORTH OF THE SMALL TOWN OF
 LG0791'EXETER, ABOUT 75 YARDS EAST OF A FARMHOUSE OCCUPIED BY
 LG0791'MR. LEONARD COFFEY, 102 FEET NORTH OF A GUYED POWER POLE, 55
 LG0791'FEET NORTH OF THE CENTER OF FIELD ENTRANCE, 31 FEET EAST OF THE
 LG0791'CENTER OF A GRADED ROAD, AND 3 FEET SOUTH OF A WHITE WITNESS
 LG0791'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 LG0791'DISK IS STAMPED EXETER 1950.
 LG0791'
 LG0791'REFERENCE MARK NO. 3 IS 35 FEET WEST OF THE CENTER OF GRADED
 LG0791'ROAD, 29 FEET SOUTH OF THE CENTER OF DRIVEWAY TO FARM BUILDINGS,
 LG0791'2 FEET WEST OF FENCE CORNER, AND 1 FOOT NORTH OF FENCE.  THE
 LG0791'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED EXETER NO 3 1950.
 LG0791'
 LG0791'REFERENCE MARK NO. 4 IS 101 FEET NORTH OF THE CENTER OF DRIVEWAY,
 LG0791'35 FEET WEST OF THE CENTER OF GRADED ROAD, AND 31 FEET NORTH OF
 LG0791'TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG0791'STAMPED EXETER NO 4 1950.
 LG0791'
 LG0791'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF GRADED ROAD,
 LG0791'13 FEET SOUTH OF THE CENTER OF DRIVEWAY TO FARM, 7 FEET NORTH
 LG0791'OF FENCE CORNER AND POWER POLE, AND 4 FEET NORTHEAST OF WITNESS
 LG0791'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LG0791'EXETER 1950.
 LG0791'
 LG0791'TO REACH THE STATION FROM THE BURLINGTON RAILROAD DEPOT IN
 LG0791'EXETER, GO NORTH ON A GRAVEL ROAD FOR 0.7 MILE TO A T-ROAD
 LG0791'INTERSECTION.  TURN RIGHT AND GO EAST FOR 0.3 MILE TO CROSSROADS.
 LG0791'TURN LEFT AND GO NORTH FOR 0.8 MILE TO FARMHOUSE ON THE LEFT
 LG0791'AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE NORTH FOR 0.55 MILE
 LG0791'TO FARM BUILDINGS ON THE LEFT AND THE STATION ON THE RIGHT OR
 LG0791'EAST SIDE OF THE ROAD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0790 ***********************************************************************
 LG0790  DESIGNATION -  EXETER TANK
 LG0790  PID         -  LG0790
 LG0790  STATE/COUNTY-  NE/FILLMORE
 LG0790  USGS QUAD   -  EXETER (1969)
 LG0790
 LG0790                         *CURRENT SURVEY CONTROL
 LG0790  ___________________________________________________________________
 LG0790* NAD 83(1995)-  40 38 36.33411(N)    097 27 04.64847(W)     ADJUSTED  
 LG0790* NAVD 88     -                                                        
 LG0790  ___________________________________________________________________
 LG0790  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 LG0790  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 LG0790
 LG0790  HORZ ORDER  -  THIRD
 LG0790
 LG0790.The horizontal coordinates were established by classical geodetic methods
 LG0790.and adjusted by the National Geodetic Survey in August 1997..
 LG0790
 LG0790
 LG0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0790
 LG0790.The geoid height was determined by GEOID03.
 LG0790
 LG0790;                    North         East     Units Scale Factor Converg.
 LG0790;SPC NE       -    93,120.571   715,506.946   MT  0.99977093   +1 41 20.5
 LG0790;UTM  14      - 4,500,328.120   630,950.628   MT  0.99981107   +1 00 32.0
 LG0790
 LG0790                          SUPERSEDED SURVEY CONTROL
 LG0790
 LG0790  NAD 83(1986)-  40 38 36.34156(N)    097 27 04.64886(W) AD(       ) 4
 LG0790  NAD 27      -  40 38 36.31700(N)    097 27 03.46900(W) AD(       ) 3
 LG0790
 LG0790.Superseded values are not recommended for survey control.
 LG0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0790.See file dsdata.txt to determine how the superseded data were derived.
 LG0790
 LG0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3095100328(NAD 83)
 LG0790_MARKER: 53 = ELEVATED TANK
 LG0790
 LG0790  HISTORY     - Date     Condition        Report By
 LG0790  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0790  HISTORY     - 1950     GOOD             CGS
 LG0790  HISTORY     - 20030815 GOOD             USPSQD
 LG0790
 LG0790                          STATION DESCRIPTION
 LG0790
 LG0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0790'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK LOCATED IN
 LG0790'THE CENTER OF THE TOWN OF EXETER.
 LG0790'
 LG0790'OBSERVED UPON FROM STATIONS BEAVER, FRIEND, AND KOTAS.
 LG0790
 LG0790                          STATION RECOVERY (1950)
 LG0790
 LG0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0790'THE STATION IS LOCATED IN THE TOWN OF EXETER.  TO REACH STATION
 LG0790'FROM THE POST OFFICE, PROCEED WEST 0.05 MILE, TURN LEFT (SOUTH)
 LG0790'FOR 0.10 MILE, TURN RIGHT (WEST) AFTER CROSSING THE RAILROAD TRACK
 LG0790'FOR 0.05 MILE TO STATION ON RIGHT (NORTH) SIDE OF ROAD.
 LG0790'
 LG0790'STATION IS A FOUR LEGGED STEEL STRUCTURE, APPROXIMATELY 125 FEET
 LG0790'HIGH, PAINTED SILVER AND STENCILED EXETER.  POINT INTERSECTED IS
 LG0790'THE APEX OF THE CONICAL SHAPED TANK.  THIS STATION WAS ESTABLISHED
 LG0790'BY C.I.A. IN 1935.
 LG0790
 LG0790                          STATION RECOVERY (2003)
 LG0790
 LG0790'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0790'TO REACH STATION FROM THE POST OFFICE, PROCEED WEST 0.05 MILE ON
 LG0790'SENECA ST, TURN LEFT (SOUTH) ONTO S. EXETER AVE FOR 0.10 MILE, TURN
 LG0790'RIGHT (WEST) AT TECUMSEH ST., GO 0.05 MILE TO STATION ON RIGHT (NORTH)
 LG0790'SIDE OF TECUMSEH ST. TANK IS IN THE NORTHEAST CORNER OF THE
 LG0790'INTERSECTION OF TECUMSEH ST. AND S. UNION AVENUE.  THE STEEL STRUCTURE
 LG0790'LEGS ARE PAINTED BROWN, TANK IS SILVER WITH BLACK LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0252 ***********************************************************************
 LH0252  DESIGNATION -  F
 LH0252  PID         -  LH0252
 LH0252  STATE/COUNTY-  NE/WEBSTER
 LH0252  USGS QUAD   -  COWLES (1974)
 LH0252
 LH0252                         *CURRENT SURVEY CONTROL
 LH0252  ___________________________________________________________________
 LH0252* NAD 83(1986)-  40 10 20.     (N)    098 26 47.     (W)     SCALED    
 LH0252* NAVD 88     -       546.534  (meters)    1793.09   (feet)  ADJUSTED  
 LH0252  ___________________________________________________________________
 LH0252  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 LH0252  DYNAMIC HT  -         546.200 (meters)    1791.99  (feet)  COMP
 LH0252  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 LH0252
 LH0252  VERT ORDER  -  FIRST     CLASS II
 LH0252
 LH0252.The horizontal coordinates were scaled from a topographic map and have
 LH0252.an estimated accuracy of +/- 6 seconds.
 LH0252
 LH0252.The orthometric height was determined by differential leveling
 LH0252.and adjusted by the National Geodetic Survey in June 1991..
 LH0252
 LH0252.The geoid height was determined by GEOID03.
 LH0252
 LH0252.The dynamic height is computed by dividing the NAVD 88
 LH0252.geopotential number by the normal gravity value computed on the
 LH0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0252.degrees latitude (g = 980.6199 gals.).
 LH0252
 LH0252.The modeled gravity was interpolated from observed gravity values.
 LH0252
 LH0252;                    North         East    Units  Estimated Accuracy
 LH0252;SPC NE       -    38,820.      632,320.      MT  (+/- 180 meters Scaled)
 LH0252
 LH0252                          SUPERSEDED SURVEY CONTROL
 LH0252
 LH0252  NGVD 29 (??/??/92)  546.312  (m)         1792.36   (f) ADJ UNCH    1 2
 LH0252
 LH0252.Superseded values are not recommended for survey control.
 LH0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0252.See file dsdata.txt to determine how the superseded data were derived.
 LH0252
 LH0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK471470(NAD 83)
 LH0252_MARKER: DB = BENCH MARK DISK
 LH0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0252_SP_SET: STONE POST
 LH0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0252+STABILITY: SURFACE MOTION
 LH0252
 LH0252  HISTORY     - Date     Condition        Report By
 LH0252  HISTORY     - UNK      MONUMENTED       CGS
 LH0252  HISTORY     - 1947     GOOD             NGS
 LH0252  HISTORY     - 1974     GOOD             USGS
 LH0252
 LH0252                          STATION DESCRIPTION
 LH0252
 LH0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0252'AT COWLES.
 LH0252'ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, AT THE STATION,
 LH0252'93 FEET NORTH OF THE NORTH END, 42 FEET EAST OF THE EAST SIDE,
 LH0252'AND 20 FEET EAST OF THE CENTERLINE OF THE TRACK.  THE BOTTOM
 LH0252'OF A SQUARE HOLE, SURROUNDED BY THE LETTERS USBM CUT IN THE
 LH0252'TOP OF A LIMESTONE POST.
 LH0252
 LH0252                          STATION RECOVERY (1974)
 LH0252
 LH0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0252'NEW DESCRIPTION FOLLOWS.--- COWLES, AT. IN THE NW 1/4 OF S 4, T 12 N,
 LH0252'R 10 W. ABOUT 240 FT N OF A GRADE CROSSING, 55.3 FT S OF THE
 LH0252'SOUTHMOST OF 3 GRAIN STORAGE BINS BETWEEN THE RR TRACKS 74.6 FT SSW
 LH0252'OF THE SW CONC. FOUNDATION CORNER OF A GRAIN ELEVATOR 23.0 FT E OF
 LH0252'THE E RAIL OF THE MAIN TRACK 23.0 FT W OF THE W RAIL OF A RR SIDING,
 LH0252'SURROUNDED BY 4 CONC. FENCE POSTS, AND PROJECTING ABOVE THE GROUND
 LH0252'0.8 FT, THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM
 LH0252'CUT IN THE TOP OF A LIMESTONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1237 ***********************************************************************
 MK1237  DESIGNATION -  F 1
 MK1237  PID         -  MK1237
 MK1237  STATE/COUNTY-  NE/PLATTE
 MK1237  USGS QUAD   -  DUNCAN (1976)
 MK1237
 MK1237                         *CURRENT SURVEY CONTROL
 MK1237  ___________________________________________________________________
 MK1237* NAD 83(1986)-  41 27 19.     (N)    097 24 43.     (W)     SCALED    
 MK1237* NAVD 88     -       446.084  (meters)    1463.53   (feet)  ADJUSTED  
 MK1237  ___________________________________________________________________
 MK1237  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 MK1237  DYNAMIC HT  -         445.889 (meters)    1462.89  (feet)  COMP
 MK1237  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 MK1237
 MK1237  VERT ORDER  -  FIRST     CLASS II
 MK1237
 MK1237.The horizontal coordinates were scaled from a topographic map and have
 MK1237.an estimated accuracy of +/- 6 seconds.
 MK1237
 MK1237.The orthometric height was determined by differential leveling
 MK1237.and adjusted by the National Geodetic Survey in June 1991..
 MK1237
 MK1237.The geoid height was determined by GEOID03.
 MK1237
 MK1237.The dynamic height is computed by dividing the NAVD 88
 MK1237.geopotential number by the normal gravity value computed on the
 MK1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1237.degrees latitude (g = 980.6199 gals.).
 MK1237
 MK1237.The modeled gravity was interpolated from observed gravity values.
 MK1237
 MK1237;                    North         East    Units  Estimated Accuracy
 MK1237;SPC NE       -   183,310.      716,140.      MT  (+/- 180 meters Scaled)
 MK1237
 MK1237                          SUPERSEDED SURVEY CONTROL
 MK1237
 MK1237  NGVD 29 (??/??/92)  445.906  (m)         1462.94   (f) ADJ UNCH    1 2
 MK1237
 MK1237.Superseded values are not recommended for survey control.
 MK1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1237.See file dsdata.txt to determine how the superseded data were derived.
 MK1237
 MK1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL326905(NAD 83)
 MK1237_MARKER: DB = BENCH MARK DISK
 MK1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1237+STABILITY: SURFACE MOTION
 MK1237
 MK1237  HISTORY     - Date     Condition        Report By
 MK1237  HISTORY     - UNK      MONUMENTED       CGS
 MK1237  HISTORY     - 1935     GOOD             NGS
 MK1237
 MK1237                          STATION DESCRIPTION
 MK1237
 MK1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1237'4 MI NW FROM COLUMBUS.
 MK1237'4.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1237'STATION AT COLUMBUS, PLATTE COUNTY, 0.7 MILE SOUTHEAST OF THE
 MK1237'ELEVATOR AT SHELDONVILLE, 750 FEET NORTHWEST OF THE
 MK1237'SHELDONVILLE-ONE-MILE SIGN, 43 FEET SOUTHWEST OF THE TRACK, AND
 MK1237'4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  THE BOTTOM OF A
 MK1237'SQUARE HOLE, SURROUNDED BY THE LETTERS USBM CUT IN THE TOP OF A
 MK1237'MARBLE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0153 ***********************************************************************
 MN0153  DESIGNATION -  F 10
 MN0153  PID         -  MN0153
 MN0153  STATE/COUNTY-  NE/MORRILL
 MN0153  USGS QUAD   -  ANGORA SE (1965)
 MN0153
 MN0153                         *CURRENT SURVEY CONTROL
 MN0153  ___________________________________________________________________
 MN0153* NAD 83(1986)-  41 46 33.     (N)    103 06 50.     (W)     SCALED    
 MN0153* NAVD 88     -      1213.296  (meters)    3980.62   (feet)  POSTED    
 MN0153  ___________________________________________________________________
 MN0153  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 MN0153  DYNAMIC HT  -        1212.520 (meters)    3978.08  (feet)  COMP
 MN0153  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 MN0153
 MN0153  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MN0153
 MN0153.The horizontal coordinates were scaled from a topographic map and have
 MN0153.an estimated accuracy of +/- 6 seconds.
 MN0153
 MN0153.The orthometric height was determined by differential leveling
 MN0153.and adjusted by the National Geodetic Survey in 1992..
 MN0153.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MN0153.rate of 1.1 thru 2.0 mm/km.
 MN0153.WARNING-Repeat measurements at this control monument indicate possible
 MN0153.vertical movement.
 MN0153
 MN0153.The geoid height was determined by GEOID03.
 MN0153
 MN0153.The dynamic height is computed by dividing the NAVD 88
 MN0153.geopotential number by the normal gravity value computed on the
 MN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0153.degrees latitude (g = 980.6199 gals.).
 MN0153
 MN0153.The modeled gravity was interpolated from observed gravity values.
 MN0153
 MN0153;                    North         East    Units  Estimated Accuracy
 MN0153;SPC NE       -   220,330.      241,250.      MT  (+/- 180 meters Scaled)
 MN0153
 MN0153                          SUPERSEDED SURVEY CONTROL
 MN0153
 MN0153  NGVD 29 (??/??/92) 1212.689  (m)         3978.63   (f) ADJ UNCH    1 2
 MN0153
 MN0153.Superseded values are not recommended for survey control.
 MN0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0153.See file dsdata.txt to determine how the superseded data were derived.
 MN0153
 MN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG567266(NAD 83)
 MN0153_MARKER: DB = BENCH MARK DISK
 MN0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0153_STAMPING: F 10 1933 3978.565
 MN0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0153+STABILITY: SURFACE MOTION
 MN0153
 MN0153  HISTORY     - Date     Condition        Report By
 MN0153  HISTORY     - 1933     MONUMENTED       CGS
 MN0153  HISTORY     - 1956     GOOD             NGS
 MN0153
 MN0153                          STATION DESCRIPTION
 MN0153
 MN0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0153'6.1 MI S FROM ANGORA.
 MN0153'6.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0153'FROM THE STATION AT ANGORA, 3 1/2 POLES NORTH OF MILEPOST 28,
 MN0153'AT A PRIVATE ROAD CROSSING, 51 FEET WEST OF THE WEST RAIL OF THE
 MN0153'MAIN TRACK, 47 FEET NORTH OF A TELEPHONE POLE, 15 FEET SOUTH
 MN0153'OF THE CENTER LINE OF A PRIVATE ROAD, 1.5 FEET NORTH OF A
 MN0153'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MN0153'0.5 FOOT ABOVE THE GROUND, IN SECTION 21, TOWNSHIP 21 NORTH,
 MN0153'RANGE 50 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0345 ***********************************************************************
 NP0345  DESIGNATION -  F 11
 NP0345  PID         -  NP0345
 NP0345  STATE/COUNTY-  NE/BOX BUTTE
 NP0345  USGS QUAD   -  HEMINGFORD (1948)
 NP0345
 NP0345                         *CURRENT SURVEY CONTROL
 NP0345  ___________________________________________________________________
 NP0345* NAD 83(1986)-  42 20 10.     (N)    103 06 05.     (W)     SCALED    
 NP0345* NAVD 88     -      1311.933  (meters)    4304.23   (feet)  ADJUSTED  
 NP0345  ___________________________________________________________________
 NP0345  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 NP0345  DYNAMIC HT  -        1311.162 (meters)    4301.70  (feet)  COMP
 NP0345  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 NP0345
 NP0345  VERT ORDER  -  FIRST     CLASS II
 NP0345
 NP0345.The horizontal coordinates were scaled from a topographic map and have
 NP0345.an estimated accuracy of +/- 6 seconds.
 NP0345
 NP0345.The orthometric height was determined by differential leveling
 NP0345.and adjusted by the National Geodetic Survey in June 1991..
 NP0345
 NP0345.The geoid height was determined by GEOID03.
 NP0345
 NP0345.The dynamic height is computed by dividing the NAVD 88
 NP0345.geopotential number by the normal gravity value computed on the
 NP0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0345.degrees latitude (g = 980.6199 gals.).
 NP0345
 NP0345.The modeled gravity was interpolated from observed gravity values.
 NP0345
 NP0345;                    North         East    Units  Estimated Accuracy
 NP0345;SPC NE       -   282,470.      244,520.      MT  (+/- 180 meters Scaled)
 NP0345
 NP0345                          SUPERSEDED SURVEY CONTROL
 NP0345
 NP0345  NGVD 29 (??/??/92) 1311.298  (m)         4302.15   (f) ADJ UNCH    1 2
 NP0345
 NP0345.Superseded values are not recommended for survey control.
 NP0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0345.See file dsdata.txt to determine how the superseded data were derived.
 NP0345
 NP0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG564888(NAD 83)
 NP0345_MARKER: DB = BENCH MARK DISK
 NP0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0345_STAMPING: F 11 1933 4301.763
 NP0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0345+STABILITY: SURFACE MOTION
 NP0345
 NP0345  HISTORY     - Date     Condition        Report By
 NP0345  HISTORY     - 1933     MONUMENTED       CGS
 NP0345  HISTORY     - 1956     GOOD             NGS
 NP0345  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0345
 NP0345                          STATION DESCRIPTION
 NP0345
 NP0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0345'1.6 MI NW FROM HEMINGFORD.
 NP0345'1.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0345'RAILROAD FROM THE STATION AT HEMINGFORD, 13 POLES NORTHWEST
 NP0345'OF MILEPOST 386, AT A ROAD CROSSING, 46 FEET SOUTHWEST OF THE
 NP0345'SOUTHWEST RAIL, 44 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 NP0345'5 FEET NORTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF A
 NP0345'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 NP0345'WITH THE GROUND, IN SECTION 12, TOWNSHIP 27 NORTH, RANGE 50 WEST.
 NP0345
 NP0345                          STATION RECOVERY (1985)
 NP0345
 NP0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0345'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0702 ***********************************************************************
 ML0702  DESIGNATION -  F 116
 ML0702  PID         -  ML0702
 ML0702  STATE/COUNTY-  NE/CUSTER
 ML0702  USGS QUAD   -  ANSLEY (1978)
 ML0702
 ML0702                         *CURRENT SURVEY CONTROL
 ML0702  ___________________________________________________________________
 ML0702* NAD 83(1986)-  41 19 20.     (N)    099 26 56.     (W)     SCALED    
 ML0702* NAVD 88     -       716.906  (meters)    2352.05   (feet)  ADJUSTED  
 ML0702  ___________________________________________________________________
 ML0702  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 ML0702  DYNAMIC HT  -         716.530 (meters)    2350.82  (feet)  COMP
 ML0702  MODELED GRAV-     980,074.3   (mgal)                       NAVD 88
 ML0702
 ML0702  VERT ORDER  -  SECOND    CLASS 0
 ML0702
 ML0702.The horizontal coordinates were scaled from a topographic map and have
 ML0702.an estimated accuracy of +/- 6 seconds.
 ML0702
 ML0702.The orthometric height was determined by differential leveling
 ML0702.and adjusted by the National Geodetic Survey in June 1991..
 ML0702
 ML0702.The geoid height was determined by GEOID03.
 ML0702
 ML0702.The dynamic height is computed by dividing the NAVD 88
 ML0702.geopotential number by the normal gravity value computed on the
 ML0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0702.degrees latitude (g = 980.6199 gals.).
 ML0702
 ML0702.The modeled gravity was interpolated from observed gravity values.
 ML0702
 ML0702;                    North         East    Units  Estimated Accuracy
 ML0702;SPC NE       -   165,450.      546,130.      MT  (+/- 180 meters Scaled)
 ML0702
 ML0702                          SUPERSEDED SURVEY CONTROL
 ML0702
 ML0702  NGVD 29 (??/??/92)  716.665  (m)         2351.26   (f) ADJ UNCH    2 0
 ML0702
 ML0702.Superseded values are not recommended for survey control.
 ML0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0702.See file dsdata.txt to determine how the superseded data were derived.
 ML0702
 ML0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML624746(NAD 83)
 ML0702_MARKER: DB = BENCH MARK DISK
 ML0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0702_STAMPING: F 116 1934
 ML0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0702+STABILITY: SURFACE MOTION
 ML0702
 ML0702  HISTORY     - Date     Condition        Report By
 ML0702  HISTORY     - 1934     MONUMENTED       CGS
 ML0702  HISTORY     - 1949     MARK NOT FOUND   NGS
 ML0702
 ML0702                          STATION DESCRIPTION
 ML0702
 ML0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0702'3.4 MI SE FROM BERWYN.
 ML0702'3.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 ML0702'RAILROAD FROM THE STATION AT BERWYN, CUSTER, COUNTY 12 POLES
 ML0702'WEST OF MILEPOST 164, 127 FEET SOUTH OF THE CENTER OF A ROAD
 ML0702'CROSSING, 34 FEET EAST OF A SIDE ROAD, 50 FEET NORTH OF THE
 ML0702'CENTERLINE OF U.S. HIGHWAY 83, AND 45 FEET SOUTH OF THE SOUTH
 ML0702'RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED F 116 1934
 ML0702'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD GRADE
 ML0702'WAS REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1029 ***********************************************************************
 ML1029  DESIGNATION -  F 117 RESET
 ML1029  PID         -  ML1029
 ML1029  STATE/COUNTY-  NE/HOWARD
 ML1029  USGS QUAD   -  NYSTED (1974)
 ML1029
 ML1029                         *CURRENT SURVEY CONTROL
 ML1029  ___________________________________________________________________
 ML1029* NAD 83(1986)-  41 13 12.     (N)    098 35 17.     (W)     SCALED    
 ML1029* NAVD 88     -       606.65   (+/-2cm)    1990.3    (feet)  VERTCON   
 ML1029  ___________________________________________________________________
 ML1029  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 ML1029
 ML1029  VERT ORDER  -  THIRD (See Below)
 ML1029
 ML1029.The horizontal coordinates were scaled from a topographic map and have
 ML1029.an estimated accuracy of +/- 6 seconds.
 ML1029
 ML1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1029.The vertical order pertains to the NGVD 29 superseded value.
 ML1029
 ML1029.The geoid height was determined by GEOID03.
 ML1029
 ML1029;                    North         East    Units  Estimated Accuracy
 ML1029;SPC NE       -   154,920.      618,350.      MT  (+/- 180 meters Scaled)
 ML1029
 ML1029                          SUPERSEDED SURVEY CONTROL
 ML1029
 ML1029  NGVD 29 (08/02/06)  606.40   (m)         1989.5    (f) RESET       3  
 ML1029
 ML1029.Superseded values are not recommended for survey control.
 ML1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1029.See file dsdata.txt to determine how the superseded data were derived.
 ML1029
 ML1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL345632(NAD 83)
 ML1029_MARKER: DB = BENCH MARK DISK
 ML1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML1029_STAMPING: F 117 RESET 1979
 ML1029_PROJECTION: PROJECTING 13 CENTIMETERS
 ML1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1029+STABILITY: SURFACE MOTION
 ML1029
 ML1029  HISTORY     - Date     Condition        Report By
 ML1029  HISTORY     - 1979     MONUMENTED       NGS
 ML1029
 ML1029                          STATION DESCRIPTION
 ML1029
 ML1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 ML1029'2.2 MI EAST FROM FARWELL.
 ML1029'0.15 MILE NORTH ALONG STATE ROAD 47A FROM THE RAILROAD CROSSING IN
 ML1029'FARWELL, THENCE RIGHT AND EAST ALONG STATE HIGHWAY 92 FOR 2.15 MILES
 ML1029'TO THE MARK ON THE RIGHT, 125 FEET SOUTH OF THE CENTERLINE OF THE
 ML1029'HIGHWAY, 32 FEET SOUTH OF THE SOUTH RAIL, 43.5 FEET SOUTHWEST OF THE
 ML1029'CENTER OF THE CROSSING OF THE TRACKS AND A DRIVEWAY LEADING SOUTH,
 ML1029'26 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY.
 ML1029'THE MARK IS 2.0 FT  W FROM A WITNESS POST.
 ML1029'THE MARK IS 1 FT BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0173 ***********************************************************************
 ML0173  DESIGNATION -  F 118
 ML0173  PID         -  ML0173
 ML0173  STATE/COUNTY-  NE/GREELEY
 ML0173  USGS QUAD   -  WOLBACH (1954)
 ML0173
 ML0173                         *CURRENT SURVEY CONTROL
 ML0173  ___________________________________________________________________
 ML0173* NAD 83(1986)-  41 29 16.     (N)    098 25 31.     (W)     SCALED    
 ML0173* NAVD 88     -       584.061  (meters)    1916.21   (feet)  ADJUSTED  
 ML0173  ___________________________________________________________________
 ML0173  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 ML0173  DYNAMIC HT  -         583.785 (meters)    1915.30  (feet)  COMP
 ML0173  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 ML0173
 ML0173  VERT ORDER  -  SECOND    CLASS 0
 ML0173
 ML0173.The horizontal coordinates were scaled from a topographic map and have
 ML0173.an estimated accuracy of +/- 6 seconds.
 ML0173
 ML0173.The orthometric height was determined by differential leveling
 ML0173.and adjusted by the National Geodetic Survey in June 1991..
 ML0173
 ML0173.The geoid height was determined by GEOID03.
 ML0173
 ML0173.The dynamic height is computed by dividing the NAVD 88
 ML0173.geopotential number by the normal gravity value computed on the
 ML0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0173.degrees latitude (g = 980.6199 gals.).
 ML0173
 ML0173.The modeled gravity was interpolated from observed gravity values.
 ML0173
 ML0173;                    North         East    Units  Estimated Accuracy
 ML0173;SPC NE       -   184,880.      631,460.      MT  (+/- 180 meters Scaled)
 ML0173
 ML0173                          SUPERSEDED SURVEY CONTROL
 ML0173
 ML0173  NGVD 29 (??/??/92)  583.827  (m)         1915.44   (f) ADJ UNCH    2 0
 ML0173
 ML0173.Superseded values are not recommended for survey control.
 ML0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0173.See file dsdata.txt to determine how the superseded data were derived.
 ML0173
 ML0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL479930(NAD 83)
 ML0173_MARKER: DB = BENCH MARK DISK
 ML0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0173_STAMPING: F 118-1935
 ML0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0173+STABILITY: SURFACE MOTION
 ML0173
 ML0173  HISTORY     - Date     Condition        Report By
 ML0173  HISTORY     - 1935     MONUMENTED       CGS
 ML0173
 ML0173                          STATION DESCRIPTION
 ML0173
 ML0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0173'15.8 MI S FROM SPALDING.
 ML0173'ALONG U.S. HIGHWAY NO. 281 BETWEEN ST. PAUL AND SPALDING, 0.15
 ML0173'MILES SOUTH OF WOODEN HIGHWAY BRIDGE, ABOUT 400 FEET SOUTHWEST
 ML0173'OF GROUP OF TREES NEAR AN OLD RIVER BED, 37.9 FEET EAST OF THE
 ML0173'CENTER LINE OF THE HIGHWAY, 19.2 FEET SOUTH OF THE CENTER LINE
 ML0173'OF T ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0072 ***********************************************************************
 MM0072  DESIGNATION -  F 119
 MM0072  PID         -  MM0072
 MM0072  STATE/COUNTY-  NE/CUSTER
 MM0072  USGS QUAD   -  ARNOLD SW (1972)
 MM0072
 MM0072                         *CURRENT SURVEY CONTROL
 MM0072  ___________________________________________________________________
 MM0072* NAD 83(1986)-  41 15 46.     (N)    100 11 49.     (W)     SCALED    
 MM0072* NAVD 88     -       935.744  (meters)    3070.02   (feet)  ADJUSTED  
 MM0072  ___________________________________________________________________
 MM0072  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 MM0072  DYNAMIC HT  -         935.211 (meters)    3068.27  (feet)  COMP
 MM0072  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 MM0072
 MM0072  VERT ORDER  -  SECOND    CLASS 0
 MM0072
 MM0072.The horizontal coordinates were scaled from a topographic map and have
 MM0072.an estimated accuracy of +/- 6 seconds.
 MM0072
 MM0072.The orthometric height was determined by differential leveling
 MM0072.and adjusted by the National Geodetic Survey in June 1991..
 MM0072
 MM0072.The geoid height was determined by GEOID03.
 MM0072
 MM0072.The dynamic height is computed by dividing the NAVD 88
 MM0072.geopotential number by the normal gravity value computed on the
 MM0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0072.degrees latitude (g = 980.6199 gals.).
 MM0072
 MM0072.The modeled gravity was interpolated from observed gravity values.
 MM0072
 MM0072;                    North         East    Units  Estimated Accuracy
 MM0072;SPC NE       -   158,720.      483,500.      MT  (+/- 180 meters Scaled)
 MM0072
 MM0072                          SUPERSEDED SURVEY CONTROL
 MM0072
 MM0072  NGVD 29 (??/??/92)  935.461  (m)         3069.09   (f) ADJ UNCH    2 0
 MM0072
 MM0072.Superseded values are not recommended for survey control.
 MM0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0072.See file dsdata.txt to determine how the superseded data were derived.
 MM0072
 MM0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL997686(NAD 83)
 MM0072_MARKER: DB = BENCH MARK DISK
 MM0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0072_STAMPING: F-119-1934
 MM0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0072+STABILITY: SURFACE MOTION
 MM0072
 MM0072  HISTORY     - Date     Condition        Report By
 MM0072  HISTORY     - 1934     MONUMENTED       CGS
 MM0072  HISTORY     - 1971     GOOD             NGS
 MM0072
 MM0072                          STATION DESCRIPTION
 MM0072
 MM0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0072'11.1 MI S FROM ARNOLD.
 MM0072'11.1 MILES SOUTH OF ARNOLD POST OFFICE.  AT THE JUNCTION OF STATE
 MM0072'HIGHWAY NO. 40 AND STATE HIGHWAY NO. 47, BETWEEN ARNOLD AND
 MM0072'GOTHENBURG, ON THE SOUTHWEST SIDE OF JUNCTION, 44 FEET SOUTH OF THE
 MM0072'CENTER LINE OF COUNTRY ROAD RUNNING WESTWARD FROM HIGHWAY 40,
 MM0072'35 FEET WEST OF THE CENTER LINE OF HIGHWAY 47.
 MM0072
 MM0072                          STATION RECOVERY (1971)
 MM0072
 MM0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0073 ***********************************************************************
 MM0073  DESIGNATION -  F 119 RESET
 MM0073  PID         -  MM0073
 MM0073  STATE/COUNTY-  NE/CUSTER
 MM0073  USGS QUAD   -  ARNOLD SW (1972)
 MM0073
 MM0073                         *CURRENT SURVEY CONTROL
 MM0073  ___________________________________________________________________
 MM0073* NAD 83(1986)-  41 15 46.     (N)    100 11 49.     (W)     SCALED    
 MM0073* NAVD 88     -       936.03   (meters)    3071.0    (feet)  RESET     
 MM0073  ___________________________________________________________________
 MM0073  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 MM0073
 MM0073  VERT ORDER  -  THIRD
 MM0073
 MM0073.The horizontal coordinates were scaled from a topographic map and have
 MM0073.an estimated accuracy of +/- 6 seconds.
 MM0073
 MM0073.The orthometric height was computed from unverified reset data.
 MM0073
 MM0073.The geoid height was determined by GEOID03.
 MM0073
 MM0073;                    North         East    Units  Estimated Accuracy
 MM0073;SPC NE       -   158,720.      483,500.      MT  (+/- 180 meters Scaled)
 MM0073
 MM0073                          SUPERSEDED SURVEY CONTROL
 MM0073
 MM0073.No superseded survey control is available for this station.
 MM0073
 MM0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL997686(NAD 83)
 MM0073_MARKER: DB = BENCH MARK DISK
 MM0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0073_STAMPING: F 119 RESET 1971
 MM0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0073+STABILITY: SURFACE MOTION
 MM0073
 MM0073  HISTORY     - Date     Condition        Report By
 MM0073  HISTORY     - 1971     MONUMENTED       NEDR
 MM0073  HISTORY     - 1972     GOOD             NGS
 MM0073
 MM0073                          STATION DESCRIPTION
 MM0073
 MM0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MM0073'11.1 MI S FROM ARNOLD.
 MM0073'11.1 MILES SOUTH FROM THE POST OFFICE AT ARNOLD, AT THE JUNCTION
 MM0073'OF STATE HIGHWAYS 40 AND 47 BETWEEN ARNOLD AND GOTHENBURG,
 MM0073'SOUTHWEST SIDE OF THE JUNCTION, 115 FEET SOUTH OF THE CENTER OF
 MM0073'HIGHWAY 40 EAST, 66.5 FEET WEST OF THE CENTER OF HIGHWAY 47, 1
 MM0073'FOOT NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 MM0073'IT IS A STANDARD DISK STAMPED F 119 RESET 1971, SET IN THE TOP OF
 MM0073'A 6 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MM0073'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0141 ***********************************************************************
 MM0141  DESIGNATION -  F 120
 MM0141  PID         -  MM0141
 MM0141  STATE/COUNTY-  NE/LOGAN
 MM0141  USGS QUAD   -  GANDY (1972)
 MM0141
 MM0141                         *CURRENT SURVEY CONTROL
 MM0141  ___________________________________________________________________
 MM0141* NAD 83(1986)-  41 29 06.     (N)    100 29 54.     (W)     SCALED    
 MM0141* NAVD 88     -       880.428  (meters)    2888.54   (feet)  ADJUSTED  
 MM0141  ___________________________________________________________________
 MM0141  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 MM0141  DYNAMIC HT  -         879.945 (meters)    2886.95  (feet)  COMP
 MM0141  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 MM0141
 MM0141  VERT ORDER  -  SECOND    CLASS 0
 MM0141
 MM0141.The horizontal coordinates were scaled from a topographic map and have
 MM0141.an estimated accuracy of +/- 6 seconds.
 MM0141
 MM0141.The orthometric height was determined by differential leveling
 MM0141.and adjusted by the National Geodetic Survey in June 1991..
 MM0141
 MM0141.The geoid height was determined by GEOID03.
 MM0141
 MM0141.The dynamic height is computed by dividing the NAVD 88
 MM0141.geopotential number by the normal gravity value computed on the
 MM0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0141.degrees latitude (g = 980.6199 gals.).
 MM0141
 MM0141.The modeled gravity was interpolated from observed gravity values.
 MM0141
 MM0141;                    North         East    Units  Estimated Accuracy
 MM0141;SPC NE       -   183,500.      458,400.      MT  (+/- 180 meters Scaled)
 MM0141
 MM0141                          SUPERSEDED SURVEY CONTROL
 MM0141
 MM0141  NGVD 29 (??/??/92)  880.129  (m)         2887.56   (f) ADJ UNCH    2 0
 MM0141
 MM0141.Superseded values are not recommended for survey control.
 MM0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0141.See file dsdata.txt to determine how the superseded data were derived.
 MM0141
 MM0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL749936(NAD 83)
 MM0141_MARKER: DB = BENCH MARK DISK
 MM0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0141_STAMPING: F 120 1934
 MM0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0141+STABILITY: SURFACE MOTION
 MM0141
 MM0141  HISTORY     - Date     Condition        Report By
 MM0141  HISTORY     - 1934     MONUMENTED       CGS
 MM0141
 MM0141                          STATION DESCRIPTION
 MM0141
 MM0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0141'0.7 MI E FROM STAPLETON.
 MM0141'ABOUT 0.7 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MM0141'STATION AT STAPLETON, LOGAN COUNTY, ABOUT 0.4 MILE EAST OF
 MM0141'MILEPOST 102, ABOUT 5-1/2 POLES EAST OF CATTLE GUARD 101.78,
 MM0141'ABOUT 100 FEET WEST OF A CUT, AND 39 FEET NORTH OF THE NORTH
 MM0141'RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED F 120 1934 AND
 MM0141'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0549 ***********************************************************************
 ML0549  DESIGNATION -  F 121 RESET
 ML0549  PID         -  ML0549
 ML0549  STATE/COUNTY-  NE/WHEELER
 ML0549  USGS QUAD   -  BARTLETT (1985)
 ML0549
 ML0549                         *CURRENT SURVEY CONTROL
 ML0549  ___________________________________________________________________
 ML0549* NAD 83(1986)-  41 53 33.     (N)    098 32 52.     (W)     SCALED    
 ML0549* NAVD 88     -       656.06   (meters)    2152.4    (feet)  RESET     
 ML0549  ___________________________________________________________________
 ML0549  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ML0549
 ML0549  VERT ORDER  -  THIRD
 ML0549
 ML0549.The horizontal coordinates were scaled from a topographic map and have
 ML0549.an estimated accuracy of +/- 6 seconds.
 ML0549
 ML0549.The orthometric height was computed from unverified reset data.
 ML0549
 ML0549.The geoid height was determined by GEOID03.
 ML0549
 ML0549;                    North         East    Units  Estimated Accuracy
 ML0549;SPC NE       -   229,630.      620,480.      MT  (+/- 180 meters Scaled)
 ML0549
 ML0549                          SUPERSEDED SURVEY CONTROL
 ML0549
 ML0549  NGVD 29 (??/??/??)  655.83   (m)         2151.7    (f) RESET       3  
 ML0549
 ML0549.Superseded values are not recommended for survey control.
 ML0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0549.See file dsdata.txt to determine how the superseded data were derived.
 ML0549
 ML0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM375379(NAD 83)
 ML0549_MARKER: DB = BENCH MARK DISK
 ML0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0549_STAMPING: F 121 1935
 ML0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0549+STABILITY: SURFACE MOTION
 ML0549
 ML0549  HISTORY     - Date     Condition        Report By
 ML0549  HISTORY     - 1959     MONUMENTED       NEDR
 ML0549  HISTORY     - 1959     GOOD             NGS
 ML0549
 ML0549                          STATION DESCRIPTION
 ML0549
 ML0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ML0549'AT BARTLETT.
 ML0549'THE MARK IS LOCATE EAST ALONG CENTERLINE OF THE STREET LEADING
 ML0549'EAST FROM THE COURTHOUSE AT BARTLETT, AT THE SOUTHEAST EDGE OF
 ML0549'TOWN TO HIGHWAY 281, 0.6 MILE NORTH ALONG HIGHWAY 281, 120.0 FEET
 ML0549'WEST OF CENTERLINE OF HIGHWAY 281, 2.0 FEET EAST OF FENCE LINE
 ML0549'RUNNING NORTH AND SOUTH AT JUNCTION WITH FENCE LINE RUNNING WEST,
 ML0549'60.0 FEET NORTH OF EAST END OF A ROW OF CEDAR TREES, AND SET IN
 ML0549'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0235 ***********************************************************************
 NN0235  DESIGNATION -  F 123
 NN0235  PID         -  NN0235
 NN0235  STATE/COUNTY-  NE/HOLT
 NN0235  USGS QUAD   -  O'NEILL (1986)
 NN0235
 NN0235                         *CURRENT SURVEY CONTROL
 NN0235  ___________________________________________________________________
 NN0235* NAD 83(1986)-  42 25 56.     (N)    098 39 04.     (W)     SCALED    
 NN0235* NAVD 88     -       601.813  (meters)    1974.45   (feet)  ADJUSTED  
 NN0235  ___________________________________________________________________
 NN0235  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 NN0235  DYNAMIC HT  -         601.588 (meters)    1973.71  (feet)  COMP
 NN0235  MODELED GRAV-     980,226.5   (mgal)                       NAVD 88
 NN0235
 NN0235  VERT ORDER  -  SECOND    CLASS 0
 NN0235
 NN0235.The horizontal coordinates were scaled from a topographic map and have
 NN0235.an estimated accuracy of +/- 6 seconds.
 NN0235
 NN0235.The orthometric height was determined by differential leveling
 NN0235.and adjusted by the National Geodetic Survey in June 1991..
 NN0235
 NN0235.The geoid height was determined by GEOID03.
 NN0235
 NN0235.The dynamic height is computed by dividing the NAVD 88
 NN0235.geopotential number by the normal gravity value computed on the
 NN0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0235.degrees latitude (g = 980.6199 gals.).
 NN0235
 NN0235.The modeled gravity was interpolated from observed gravity values.
 NN0235
 NN0235;                    North         East    Units  Estimated Accuracy
 NN0235;SPC NE       -   289,420.      610,970.      MT  (+/- 180 meters Scaled)
 NN0235
 NN0235                          SUPERSEDED SURVEY CONTROL
 NN0235
 NN0235  NGVD 29 (??/??/92)  601.617  (m)         1973.81   (f) ADJ UNCH    2 0
 NN0235
 NN0235.Superseded values are not recommended for survey control.
 NN0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0235.See file dsdata.txt to determine how the superseded data were derived.
 NN0235
 NN0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM286978(NAD 83)
 NN0235_MARKER: DB = BENCH MARK DISK
 NN0235_SETTING: 0 = UNSPECIFIED SETTING
 NN0235_STAMPING: F 123 1935
 NN0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0235
 NN0235  HISTORY     - Date     Condition        Report By
 NN0235  HISTORY     - 1935     MONUMENTED       CGS
 NN0235  HISTORY     - 1964     GOOD             NGS
 NN0235
 NN0235                          STATION DESCRIPTION
 NN0235
 NN0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NN0235'1.8 MI S FROM O NEILL.
 NN0235'1.8 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF U.S.
 NN0235'HIGHWAYS 281, 275, AND 20 IN O NEILL, HOLT COUNTY, AT THE SOUTH
 NN0235'END OF A LONG CURVE, AT A FIELD ENTRANCE ON THE EAST SIDE OF
 NN0235'HIGHWAY, 35 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 281, 19
 NN0235'FEET SOUTH OF THE NORTH GATE POST, 5 FEET NORTH OF THE SOUTH GATE
 NN0235'POST, AND 6 FEET NORTH OF A NEW STEEL WITNESS POST WITH A SIGN.
 NN0235'THE MARK IS FLUSH WITH SURFACE OF THE GRUOUND AND THE DISK IS
 NN0235'STAMPED F 123 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0345 ***********************************************************************
 ML0345  DESIGNATION -  F 125
 ML0345  PID         -  ML0345
 ML0345  STATE/COUNTY-  NE/HOWARD
 ML0345  USGS QUAD   -  ELBA (1953)
 ML0345
 ML0345                         *CURRENT SURVEY CONTROL
 ML0345  ___________________________________________________________________
 ML0345* NAD 83(1986)-  41 20 12.     (N)    098 36 43.     (W)     SCALED    
 ML0345* NAVD 88     -       572.025  (meters)    1876.72   (feet)  ADJUSTED  
 ML0345  ___________________________________________________________________
 ML0345  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 ML0345  DYNAMIC HT  -         571.744 (meters)    1875.80  (feet)  COMP
 ML0345  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 ML0345
 ML0345  VERT ORDER  -  SECOND    CLASS 0
 ML0345
 ML0345.The horizontal coordinates were scaled from a topographic map and have
 ML0345.an estimated accuracy of +/- 6 seconds.
 ML0345
 ML0345.The orthometric height was determined by differential leveling
 ML0345.and adjusted by the National Geodetic Survey in June 1991..
 ML0345
 ML0345.The geoid height was determined by GEOID03.
 ML0345
 ML0345.The dynamic height is computed by dividing the NAVD 88
 ML0345.geopotential number by the normal gravity value computed on the
 ML0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0345.degrees latitude (g = 980.6199 gals.).
 ML0345
 ML0345.The modeled gravity was interpolated from observed gravity values.
 ML0345
 ML0345;                    North         East    Units  Estimated Accuracy
 ML0345;SPC NE       -   167,840.      616,140.      MT  (+/- 180 meters Scaled)
 ML0345
 ML0345                          SUPERSEDED SURVEY CONTROL
 ML0345
 ML0345  NGVD 29 (??/??/92)  571.781  (m)         1875.92   (f) ADJ UNCH    2 0
 ML0345
 ML0345.Superseded values are not recommended for survey control.
 ML0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0345.See file dsdata.txt to determine how the superseded data were derived.
 ML0345
 ML0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL324762(NAD 83)
 ML0345_MARKER: DB = BENCH MARK DISK
 ML0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0345_STAMPING: F-125 1935
 ML0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0345+STABILITY: SURFACE MOTION
 ML0345
 ML0345  HISTORY     - Date     Condition        Report By
 ML0345  HISTORY     - 1935     MONUMENTED       CGS
 ML0345
 ML0345                          STATION DESCRIPTION
 ML0345
 ML0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0345'1.6 MI S FROM COTESFIELD.
 ML0345'1.6 MILES SOUTH OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC RAILROAD
 ML0345'BETWEEN ST. PAUL AND ORD, IN A SMALL UNFENCED AREA BETWEEN TWO
 ML0345'ROAD CROSSINGS WHICH ARE ABOUT 640 FEET APART, ABOUT 1000 FEET
 ML0345'SOUTHWEST OF LARGE RANCH HOUSE, 71.4 FEET NORTHEAST OF THE CENTER
 ML0345'LINE OF STATE HIGHWAY 11, 50 FEET NORTHEAST OF THE NORTHEAST RAIL,
 ML0345'AND 27.8 FEET SOUTH OF MILE POST 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0634 ***********************************************************************
 ML0634  DESIGNATION -  F 126 RESET
 ML0634  PID         -  ML0634
 ML0634  STATE/COUNTY-  NE/GARFIELD
 ML0634  USGS QUAD   -  BURWELL SE (1978)
 ML0634
 ML0634                         *CURRENT SURVEY CONTROL
 ML0634  ___________________________________________________________________
 ML0634* NAD 83(1986)-  41 52 29.     (N)    099 05 15.     (W)     SCALED    
 ML0634* NAVD 88     -       754.41   (meters)    2475.1    (feet)  RESET     
 ML0634  ___________________________________________________________________
 ML0634  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 ML0634
 ML0634  VERT ORDER  -  THIRD
 ML0634
 ML0634.The horizontal coordinates were scaled from a topographic map and have
 ML0634.an estimated accuracy of +/- 6 seconds.
 ML0634
 ML0634.The orthometric height was computed from unverified reset data.
 ML0634
 ML0634.The geoid height was determined by GEOID03.
 ML0634
 ML0634;                    North         East    Units  Estimated Accuracy
 ML0634;SPC NE       -   227,050.      575,720.      MT  (+/- 180 meters Scaled)
 ML0634
 ML0634                          SUPERSEDED SURVEY CONTROL
 ML0634
 ML0634  NGVD 29 (??/??/??)  753.94   (m)         2473.6    (f) RESET       3  
 ML0634
 ML0634.Superseded values are not recommended for survey control.
 ML0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0634.See file dsdata.txt to determine how the superseded data were derived.
 ML0634
 ML0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM927358(NAD 83)
 ML0634_MARKER: DB = BENCH MARK DISK
 ML0634_SETTING: 0 = UNSPECIFIED SETTING
 ML0634_STAMPING: F 126 1935 RESET 1959
 ML0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0634
 ML0634  HISTORY     - Date     Condition        Report By
 ML0634  HISTORY     - 1959     MONUMENTED       CGS
 ML0634  HISTORY     - 1964     GOOD             NGS
 ML0634
 ML0634                          STATION DESCRIPTION
 ML0634
 ML0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 ML0634'7.7 MI NE FROM BURWELL.
 ML0634'1.1 MILES NORTH AND EAST ALONG STATE HIGHWAYS 11 AND 91 FROM
 ML0634'THE BRIDGE OVER THE LOUP RIVER AT THE NORTHEAST EDGE OF BURWELL,
 ML0634'GARFIELD COUNTY, TO THE JUNCTION OF THESE HIGHWAYS, THENCE
 ML0634'6.6 MILES NORTH ALONG STATE HIGHWAY 11 TO THE BENCH MARK ON
 ML0634'THE LEFT, 113 FEET SOUTH OF A FENCE CORNER, 63 FEET WEST OF THE
 ML0634'CENTERLINE OF STATE HIGHWAY 11, 1 FOOT EAST OF A FENCE, AND
 ML0634'1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK IS FLUSH WITH
 ML0634'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED F 126 1935
 ML0634'RESET 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0333 ***********************************************************************
 NN0333  DESIGNATION -  F 127
 NN0333  PID         -  NN0333
 NN0333  STATE/COUNTY-  NE/HOLT
 NN0333  USGS QUAD   -  ATKINSON (1974)
 NN0333
 NN0333                         *CURRENT SURVEY CONTROL
 NN0333  ___________________________________________________________________
 NN0333* NAD 83(1986)-  42 31 42.     (N)    098 58 14.     (W)     SCALED    
 NN0333* NAVD 88     -       641.569  (meters)    2104.88   (feet)  ADJUSTED  
 NN0333  ___________________________________________________________________
 NN0333  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 NN0333  DYNAMIC HT  -         641.315 (meters)    2104.05  (feet)  COMP
 NN0333  MODELED GRAV-     980,204.2   (mgal)                       NAVD 88
 NN0333
 NN0333  VERT ORDER  -  FIRST     CLASS II
 NN0333
 NN0333.The horizontal coordinates were scaled from a topographic map and have
 NN0333.an estimated accuracy of +/- 6 seconds.
 NN0333
 NN0333.The orthometric height was determined by differential leveling
 NN0333.and adjusted by the National Geodetic Survey in June 1991..
 NN0333
 NN0333.The geoid height was determined by GEOID03.
 NN0333
 NN0333.The dynamic height is computed by dividing the NAVD 88
 NN0333.geopotential number by the normal gravity value computed on the
 NN0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0333.degrees latitude (g = 980.6199 gals.).
 NN0333
 NN0333.The modeled gravity was interpolated from observed gravity values.
 NN0333
 NN0333;                    North         East    Units  Estimated Accuracy
 NN0333;SPC NE       -   299,730.      584,560.      MT  (+/- 180 meters Scaled)
 NN0333
 NN0333                          SUPERSEDED SURVEY CONTROL
 NN0333
 NN0333  NGVD 29 (??/??/92)  641.341  (m)         2104.13   (f) ADJ UNCH    1 2
 NN0333
 NN0333.Superseded values are not recommended for survey control.
 NN0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0333.See file dsdata.txt to determine how the superseded data were derived.
 NN0333
 NN0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN024084(NAD 83)
 NN0333_MARKER: DB = BENCH MARK DISK
 NN0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0333_STAMPING: F 127 1935
 NN0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0333+STABILITY: SURFACE MOTION
 NN0333
 NN0333  HISTORY     - Date     Condition        Report By
 NN0333  HISTORY     - 1935     MONUMENTED       CGS
 NN0333  HISTORY     - 1964     GOOD             NGS
 NN0333
 NN0333                          STATION DESCRIPTION
 NN0333
 NN0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0333'AT ATKINSON.
 NN0333'AT ATKINSON, HOLT COUNTY, ON STATE HIGHWAY 11, 0.4 MILE SOUTHEAST
 NN0333'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, 123 FEET SOUTH
 NN0333'OF THE CENTER LINE OF U.S. HIGHWAY 20, 81 FEET EAST OF THE CENTER
 NN0333'LINE OF STATE HIGHWAY 11, 44.6 FEET EAST OF A RIGHT-OF-WAY FENCE
 NN0333'CORNER, 42.4 FEET SOUTHEAST OF RAILROAD CULVERT 334, AND 33 FEET
 NN0333'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 NN0333'STAMPED F 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0333
 NN0333                          STATION RECOVERY (1964)
 NN0333
 NN0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NN0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0134 ***********************************************************************
 NN0134  DESIGNATION -  F 128
 NN0134  PID         -  NN0134
 NN0134  STATE/COUNTY-  NE/ANTELOPE
 NN0134  USGS QUAD   -  NELIGH (1986)
 NN0134
 NN0134                         *CURRENT SURVEY CONTROL
 NN0134  ___________________________________________________________________
 NN0134* NAD 83(1986)-  42 09 41.     (N)    098 06 08.     (W)     SCALED    
 NN0134* NAVD 88     -       535.633  (meters)    1757.32   (feet)  ADJUSTED  
 NN0134  ___________________________________________________________________
 NN0134  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 NN0134  DYNAMIC HT  -         535.419 (meters)    1756.62  (feet)  COMP
 NN0134  MODELED GRAV-     980,206.1   (mgal)                       NAVD 88
 NN0134
 NN0134  VERT ORDER  -  SECOND    CLASS 0
 NN0134
 NN0134.The horizontal coordinates were scaled from a topographic map and have
 NN0134.an estimated accuracy of +/- 6 seconds.
 NN0134
 NN0134.The orthometric height was determined by differential leveling
 NN0134.and adjusted by the National Geodetic Survey in June 1991..
 NN0134
 NN0134.The geoid height was determined by GEOID03.
 NN0134
 NN0134.The dynamic height is computed by dividing the NAVD 88
 NN0134.geopotential number by the normal gravity value computed on the
 NN0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0134.degrees latitude (g = 980.6199 gals.).
 NN0134
 NN0134.The modeled gravity was interpolated from observed gravity values.
 NN0134
 NN0134;                    North         East    Units  Estimated Accuracy
 NN0134;SPC NE       -   260,200.      656,780.      MT  (+/- 180 meters Scaled)
 NN0134
 NN0134                          SUPERSEDED SURVEY CONTROL
 NN0134
 NN0134  NGVD 29 (??/??/92)  535.430  (m)         1756.66   (f) ADJ UNCH    2 0
 NN0134
 NN0134.Superseded values are not recommended for survey control.
 NN0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0134.See file dsdata.txt to determine how the superseded data were derived.
 NN0134
 NN0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM741680(NAD 83)
 NN0134_MARKER: DB = BENCH MARK DISK
 NN0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0134_STAMPING: F 128 1935
 NN0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0134+STABILITY: SURFACE MOTION
 NN0134
 NN0134  HISTORY     - Date     Condition        Report By
 NN0134  HISTORY     - 1935     MONUMENTED       CGS
 NN0134  HISTORY     - 1962     MARK NOT FOUND   NGS
 NN0134  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 NN0134
 NN0134                          STATION DESCRIPTION
 NN0134
 NN0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0134'4.4 MI NW FROM NELIGH.
 NN0134'4.4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0134'FROM THE STATION AT NELIGH, ANTELOPE COUNTY, 24 RAILS WEST OF
 NN0134'BRIDGE 229, 138 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 NN0134'275, 42 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 5.9 FEET
 NN0134'SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4-1/2 FEET LOWER THAN
 NN0134'THE TRACK.  A STANDARD DISK, STAMPED F 128 1935 AND SET IN THE
 NN0134'TOP OF A CONCRETE POST.
 NN0134
 NN0134                          STATION RECOVERY (1962)
 NN0134
 NN0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NN0134'MARK NOT FOUND.
 NN0134
 NN0134                          STATION RECOVERY (1981)
 NN0134
 NN0134'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NN0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0315 ***********************************************************************
 LG0315  DESIGNATION -  F 13
 LG0315  PID         -  LG0315
 LG0315  STATE/COUNTY-  NE/LANCASTER
 LG0315  USGS QUAD   -  LINCOLN (1980)
 LG0315
 LG0315                         *CURRENT SURVEY CONTROL
 LG0315  ___________________________________________________________________
 LG0315* NAD 83(1986)-  40 47 04.     (N)    096 44 28.     (W)     SCALED    
 LG0315* NAVD 88     -       353.671  (meters)    1160.34   (feet)  ADJUSTED  
 LG0315  ___________________________________________________________________
 LG0315  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 LG0315  DYNAMIC HT  -         353.514 (meters)    1159.82  (feet)  COMP
 LG0315  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 LG0315
 LG0315  VERT ORDER  -  FIRST     CLASS II
 LG0315
 LG0315.The horizontal coordinates were scaled from a topographic map and have
 LG0315.an estimated accuracy of +/- 6 seconds.
 LG0315
 LG0315.The orthometric height was determined by differential leveling
 LG0315.and adjusted by the National Geodetic Survey in June 1991..
 LG0315
 LG0315.The geoid height was determined by GEOID03.
 LG0315
 LG0315.The dynamic height is computed by dividing the NAVD 88
 LG0315.geopotential number by the normal gravity value computed on the
 LG0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0315.degrees latitude (g = 980.6199 gals.).
 LG0315
 LG0315.The modeled gravity was interpolated from observed gravity values.
 LG0315
 LG0315;                    North         East    Units  Estimated Accuracy
 LG0315;SPC NE       -   110,780.      774,940.      MT  (+/- 180 meters Scaled)
 LG0315
 LG0315                          SUPERSEDED SURVEY CONTROL
 LG0315
 LG0315  NGVD 29 (??/??/92)  353.570  (m)         1160.00   (f) ADJ UNCH    1 2
 LG0315
 LG0315.Superseded values are not recommended for survey control.
 LG0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0315.See file dsdata.txt to determine how the superseded data were derived.
 LG0315
 LG0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL906172(NAD 83)
 LG0315_MARKER: DB = BENCH MARK DISK
 LG0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0315_STAMPING: 1159.499 F 13 1933
 LG0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0315+STABILITY: SURFACE MOTION
 LG0315
 LG0315  HISTORY     - Date     Condition        Report By
 LG0315  HISTORY     - 1933     MONUMENTED       CGS
 LG0315  HISTORY     - 1940     GOOD             NGS
 LG0315  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0315
 LG0315                          STATION DESCRIPTION
 LG0315
 LG0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0315'2.5 MI SW FROM LINCOLN.
 LG0315'2.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0315'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 8 RAILS
 LG0315'SOUTH OF A YARD-LIMIT SIGN, AT MILEAGE 62.3, 90 FEET WEST OF THE
 LG0315'CENTERLINE OF THE TRACK, 30 FEET SOUTH OF A GRAVEL ROAD, 10
 LG0315'FEET EAST OF A CONCRETE GATEPOST AT A FENCE CORNER, 2 FEET
 LG0315'SOUTH OF THE FENCE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS
 LG0315'POST.  A STANDARD DISK, STAMPED 1159.499 F 13 1933 AND SET IN
 LG0315'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0315
 LG0315                          STATION RECOVERY (1991)
 LG0315
 LG0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0315'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0345 ***********************************************************************
 NO0345  DESIGNATION -  F 130
 NO0345  PID         -  NO0345
 NO0345  STATE/COUNTY-  NE/CHERRY
 NO0345  USGS QUAD   -  WILD MARE LAKE NW (1990)
 NO0345
 NO0345                         *CURRENT SURVEY CONTROL
 NO0345  ___________________________________________________________________
 NO0345* NAD 83(1986)-  42 41 40.     (N)    101 41 35.     (W)     SCALED    
 NO0345* NAVD 88     -      1042.318  (meters)    3419.67   (feet)  ADJUSTED  
 NO0345  ___________________________________________________________________
 NO0345  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 NO0345  DYNAMIC HT  -        1041.828 (meters)    3418.06  (feet)  COMP
 NO0345  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 NO0345
 NO0345  VERT ORDER  -  SECOND    CLASS 0
 NO0345
 NO0345.The horizontal coordinates were scaled from a topographic map and have
 NO0345.an estimated accuracy of +/- 6 seconds.
 NO0345
 NO0345.The orthometric height was determined by differential leveling
 NO0345.and adjusted by the National Geodetic Survey in June 1991..
 NO0345
 NO0345.The geoid height was determined by GEOID03.
 NO0345
 NO0345.The dynamic height is computed by dividing the NAVD 88
 NO0345.geopotential number by the normal gravity value computed on the
 NO0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0345.degrees latitude (g = 980.6199 gals.).
 NO0345
 NO0345.The modeled gravity was interpolated from observed gravity values.
 NO0345
 NO0345;                    North         East    Units  Estimated Accuracy
 NO0345;SPC NE       -   319,040.      361,290.      MT  (+/- 180 meters Scaled)
 NO0345
 NO0345                          SUPERSEDED SURVEY CONTROL
 NO0345
 NO0345  NGVD 29 (??/??/92) 1041.884  (m)         3418.25   (f) ADJ UNCH    2 0
 NO0345
 NO0345.Superseded values are not recommended for survey control.
 NO0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0345.See file dsdata.txt to determine how the superseded data were derived.
 NO0345
 NO0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN794304(NAD 83)
 NO0345_MARKER: DB = BENCH MARK DISK
 NO0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0345_STAMPING: F 130 1934
 NO0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0345+STABILITY: SURFACE MOTION
 NO0345
 NO0345  HISTORY     - Date     Condition        Report By
 NO0345  HISTORY     - 1934     MONUMENTED       CGS
 NO0345  HISTORY     - 1948     GOOD             NGS
 NO0345  HISTORY     - 19880701 MARK NOT FOUND   USGS
 NO0345
 NO0345                          STATION DESCRIPTION
 NO0345
 NO0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0345'18.5 MI S FROM MERRIMAN.
 NO0345'18.5 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0345'COUNTY, 1/4 MILE DUE NORTH OF THE MAC BETH RANCH HOUSE, AT A
 NO0345'NORTH-AND-SOUTH FENCE, 74 YARDS SOUTH OF AN EAST-AND-WEST FENCE,
 NO0345'AND 2 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 NO0345'STAMPED F 130 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0345'15.6 MILES (AIR LINE) SOUTH OF MERRIMAN, 0.25 MILES NORTH OF
 NO0345'MAC BETH RANCH HOUSE, 1.2 MILES NORTH OF JENSEN RANCH HOUSE,
 NO0345'0.15 MILE EAST OF QUARTER CORNER BETWEEN SECS 5 AND 6, T 31 N.,
 NO0345'R. 37 W., 222 FEET SOUTH AND 2 FEET EAST OF T-FENCE S.
 NO0345
 NO0345                          STATION RECOVERY (1988)
 NO0345
 NO0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1253 ***********************************************************************
 MK1253  DESIGNATION -  F 130
 MK1253  PID         -  MK1253
 MK1253  STATE/COUNTY-  NE/COLFAX
 MK1253  USGS QUAD   -  RICHLAND (1968)
 MK1253
 MK1253                         *CURRENT SURVEY CONTROL
 MK1253  ___________________________________________________________________
 MK1253* NAD 83(1986)-  41 26 37.     (N)    097 08 16.     (W)     SCALED    
 MK1253* NAVD 88     -       418.503  (meters)    1373.04   (feet)  ADJUSTED  
 MK1253  ___________________________________________________________________
 MK1253  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 MK1253  DYNAMIC HT  -         418.323 (meters)    1372.45  (feet)  COMP
 MK1253  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 MK1253
 MK1253  VERT ORDER  -  SECOND    CLASS 0
 MK1253
 MK1253.The horizontal coordinates were scaled from a topographic map and have
 MK1253.an estimated accuracy of +/- 6 seconds.
 MK1253
 MK1253.The orthometric height was determined by differential leveling
 MK1253.and adjusted by the National Geodetic Survey in June 1991..
 MK1253
 MK1253.The geoid height was determined by GEOID03.
 MK1253
 MK1253.The dynamic height is computed by dividing the NAVD 88
 MK1253.geopotential number by the normal gravity value computed on the
 MK1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1253.degrees latitude (g = 980.6199 gals.).
 MK1253
 MK1253.The modeled gravity was interpolated from observed gravity values.
 MK1253
 MK1253;                    North         East    Units  Estimated Accuracy
 MK1253;SPC NE       -   182,740.      739,070.      MT  (+/- 180 meters Scaled)
 MK1253
 MK1253                          SUPERSEDED SURVEY CONTROL
 MK1253
 MK1253  NGVD 29 (??/??/92)  418.330  (m)         1372.47   (f) ADJ UNCH    2 0
 MK1253
 MK1253.Superseded values are not recommended for survey control.
 MK1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1253.See file dsdata.txt to determine how the superseded data were derived.
 MK1253
 MK1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL555896(NAD 83)
 MK1253_MARKER: DB = BENCH MARK DISK
 MK1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1253_STAMPING: F 130 1935
 MK1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1253+STABILITY: SURFACE MOTION
 MK1253
 MK1253  HISTORY     - Date     Condition        Report By
 MK1253  HISTORY     - 1935     MONUMENTED       CGS
 MK1253  HISTORY     - 1950     GOOD             NGS
 MK1253  HISTORY     - 1984     GOOD             LOCSUR
 MK1253
 MK1253                          STATION DESCRIPTION
 MK1253
 MK1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1253'4 MI E FROM RICHLAND.
 MK1253'4.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1253'AT RICHLAND, AT A ROAD CROSSING, 3 POLES EAST OF MILEPOST 73,
 MK1253'137.0 FEET NORTHEAST OF SEMAPHORE 730, 95.0 FEET NORTH OF THE
 MK1253'NORTH RAIL OF THE NORTH TRACK, 45 FEET WEST OF THE CENTER LINE
 MK1253'OF A NORTH-SOUTH ROAD, 4.6 FEET SOUTHWEST OF A FENCE CORNER, 3.6
 MK1253'FEET WEST OF A NORTH-SOUTH RIGHT-OF-WAY FENCE, 3.3 FEET SOUTH
 MK1253'OF AN EAST-WEST RIGHT-OF-WAY FENCE, 1.2 FEET EAST OF A REFERENCE
 MK1253'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MK1253'THE SURFACE OF THE GROUND.
 MK1253
 MK1253                          STATION RECOVERY (1984)
 MK1253
 MK1253'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0491 ***********************************************************************
 MK0491  DESIGNATION -  F 131
 MK0491  PID         -  MK0491
 MK0491  STATE/COUNTY-  NE/WASHINGTON
 MK0491  USGS QUAD   -  ARLINGTON (1968)
 MK0491
 MK0491                         *CURRENT SURVEY CONTROL
 MK0491  ___________________________________________________________________
 MK0491* NAD 83(1986)-  41 26 56.     (N)    096 18 34.     (W)     SCALED    
 MK0491* NAVD 88     -       381.814  (meters)    1252.67   (feet)  ADJUSTED  
 MK0491  ___________________________________________________________________
 MK0491  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MK0491  DYNAMIC HT  -         381.635 (meters)    1252.08  (feet)  COMP
 MK0491  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 MK0491
 MK0491  VERT ORDER  -  SECOND    CLASS 0
 MK0491
 MK0491.The horizontal coordinates were scaled from a topographic map and have
 MK0491.an estimated accuracy of +/- 6 seconds.
 MK0491
 MK0491.The orthometric height was determined by differential leveling
 MK0491.and adjusted by the National Geodetic Survey in June 1991..
 MK0491
 MK0491.The geoid height was determined by GEOID03.
 MK0491
 MK0491.The dynamic height is computed by dividing the NAVD 88
 MK0491.geopotential number by the normal gravity value computed on the
 MK0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0491.degrees latitude (g = 980.6199 gals.).
 MK0491
 MK0491.The modeled gravity was interpolated from observed gravity values.
 MK0491
 MK0491;                    North         East    Units  Estimated Accuracy
 MK0491;SPC NE       -   185,950.      808,190.      MT  (+/- 180 meters Scaled)
 MK0491
 MK0491                          SUPERSEDED SURVEY CONTROL
 MK0491
 MK0491  NGVD 29 (??/??/92)  381.665  (m)         1252.18   (f) ADJ UNCH    2 0
 MK0491
 MK0491.Superseded values are not recommended for survey control.
 MK0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0491.See file dsdata.txt to determine how the superseded data were derived.
 MK0491
 MK0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL247920(NAD 83)
 MK0491_MARKER: DB = BENCH MARK DISK
 MK0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0491_STAMPING: F 131 1935
 MK0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0491+STABILITY: SURFACE MOTION
 MK0491
 MK0491  HISTORY     - Date     Condition        Report By
 MK0491  HISTORY     - 1935     MONUMENTED       CGS
 MK0491  HISTORY     - 1947     GOOD             NGS
 MK0491  HISTORY     - 1960     GOOD             NGS
 MK0491  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 MK0491
 MK0491                          STATION DESCRIPTION
 MK0491
 MK0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0491'2.2 MI E FROM ARLINGTON.
 MK0491'2.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0491'FROM THE STATION AT ARLINGTON, 56.0 FEET NORTHWEST OF THE CENTER
 MK0491'OF A DIRT ROAD CROSSING, 4.8 FEET NORT OF THE NORTH RAIL OF THE
 MK0491'TRACK, 37.0 FEET WEST OF THE CENTER OF THE DIRT ROAD, 28.0
 MK0491'FEET NORTH OF ONE FENCE CORNER POST AND 4.0 FEET SOUTHEAST
 MK0491'OF ANOTHER FENCE CORNER POST, 1.7 FOOT NORTH OF A REFERENCE POST,
 MK0491'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK
 MK0491'AND PROJECTING 0.3 FOOT.
 MK0491
 MK0491                          STATION RECOVERY (1960)
 MK0491
 MK0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MK0491'RECOVERED IN GOOD CONDITION.
 MK0491
 MK0491                          STATION RECOVERY (1985)
 MK0491
 MK0491'RECOVERY NOTE BY US POWER SQUADRON 1985 (MRB)
 MK0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0112 ***********************************************************************
 MK0112  DESIGNATION -  F 132
 MK0112  PID         -  MK0112
 MK0112  STATE/COUNTY-  NE/BURT
 MK0112  USGS QUAD   -  OAKLAND (1966)
 MK0112
 MK0112                         *CURRENT SURVEY CONTROL
 MK0112  ___________________________________________________________________
 MK0112* NAD 83(1986)-  41 47 36.     (N)    096 29 07.     (W)     SCALED    
 MK0112* NAVD 88     -       379.271  (meters)    1244.32   (feet)  ADJUSTED  
 MK0112  ___________________________________________________________________
 MK0112  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 MK0112  DYNAMIC HT  -         379.131 (meters)    1243.87  (feet)  COMP
 MK0112  MODELED GRAV-     980,242.9   (mgal)                       NAVD 88
 MK0112
 MK0112  VERT ORDER  -  SECOND    CLASS 0
 MK0112
 MK0112.The horizontal coordinates were scaled from a topographic map and have
 MK0112.an estimated accuracy of +/- 6 seconds.
 MK0112
 MK0112.The orthometric height was determined by differential leveling
 MK0112.and adjusted by the National Geodetic Survey in June 1991..
 MK0112
 MK0112.The geoid height was determined by GEOID03.
 MK0112
 MK0112.The dynamic height is computed by dividing the NAVD 88
 MK0112.geopotential number by the normal gravity value computed on the
 MK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0112.degrees latitude (g = 980.6199 gals.).
 MK0112
 MK0112.The modeled gravity was interpolated from observed gravity values.
 MK0112
 MK0112;                    North         East    Units  Estimated Accuracy
 MK0112;SPC NE       -   223,550.      791,960.      MT  (+/- 180 meters Scaled)
 MK0112
 MK0112                          SUPERSEDED SURVEY CONTROL
 MK0112
 MK0112  NGVD 29 (??/??/92)  379.136  (m)         1243.88   (f) ADJ UNCH    2 0
 MK0112
 MK0112.Superseded values are not recommended for survey control.
 MK0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0112.See file dsdata.txt to determine how the superseded data were derived.
 MK0112
 MK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM089298(NAD 83)
 MK0112_MARKER: DB = BENCH MARK DISK
 MK0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0112_STAMPING: F 132 1935
 MK0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0112+STABILITY: SURFACE MOTION
 MK0112
 MK0112  HISTORY     - Date     Condition        Report By
 MK0112  HISTORY     - 1935     MONUMENTED       CGS
 MK0112  HISTORY     - 1938     GOOD             NGS
 MK0112
 MK0112                          STATION DESCRIPTION
 MK0112
 MK0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MK0112'3 MI S FROM OAKLAND.
 MK0112'3.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0112'FROM THE STATION AT OAKLAND, BURT COUNTY, 27 FEET SOUTH OF MILEPOST
 MK0112'57, 38.2 FEET WEST OF THE WEST RAIL OF THE TRACK, 9.5 FEET EAST OF
 MK0112'THE WEST RIGHT OF WAY FENCE, AND 5 FEET LOWER THAN THE TRACK.
 MK0112'A STANDARD DISK, STAMPED F 132 1935 AND SET IN THE TOP OF A CONCRETE
 MK0112'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1276 ***********************************************************************
 MK1276  DESIGNATION -  F 134
 MK1276  PID         -  MK1276
 MK1276  STATE/COUNTY-  NE/BUTLER
 MK1276  USGS QUAD   -  BRAINARD (1965)
 MK1276
 MK1276                         *CURRENT SURVEY CONTROL
 MK1276  ___________________________________________________________________
 MK1276* NAD 83(1986)-  41 14 11.     (N)    097 03 31.     (W)     SCALED    
 MK1276* NAVD 88     -       506.359  (meters)    1661.28   (feet)  ADJUSTED  
 MK1276  ___________________________________________________________________
 MK1276  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 MK1276  DYNAMIC HT  -         506.115 (meters)    1660.48  (feet)  COMP
 MK1276  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 MK1276
 MK1276  VERT ORDER  -  SECOND    CLASS 0
 MK1276
 MK1276.The horizontal coordinates were scaled from a topographic map and have
 MK1276.an estimated accuracy of +/- 6 seconds.
 MK1276
 MK1276.The orthometric height was determined by differential leveling
 MK1276.and adjusted by the National Geodetic Survey in June 1991..
 MK1276
 MK1276.The geoid height was determined by GEOID03.
 MK1276
 MK1276.The dynamic height is computed by dividing the NAVD 88
 MK1276.geopotential number by the normal gravity value computed on the
 MK1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1276.degrees latitude (g = 980.6199 gals.).
 MK1276
 MK1276.The modeled gravity was interpolated from observed gravity values.
 MK1276
 MK1276;                    North         East    Units  Estimated Accuracy
 MK1276;SPC NE       -   159,970.      746,460.      MT  (+/- 180 meters Scaled)
 MK1276
 MK1276                          SUPERSEDED SURVEY CONTROL
 MK1276
 MK1276  NGVD 29 (??/??/92)  506.176  (m)         1660.68   (f) ADJ UNCH    2 0
 MK1276
 MK1276.Superseded values are not recommended for survey control.
 MK1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1276.See file dsdata.txt to determine how the superseded data were derived.
 MK1276
 MK1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL626668(NAD 83)
 MK1276_MARKER: DB = BENCH MARK DISK
 MK1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1276_STAMPING: F 134 1935
 MK1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1276+STABILITY: SURFACE MOTION
 MK1276
 MK1276  HISTORY     - Date     Condition        Report By
 MK1276  HISTORY     - 1935     MONUMENTED       CGS
 MK1276  HISTORY     - 1961     GOOD             NGS
 MK1276
 MK1276                          STATION DESCRIPTION
 MK1276
 MK1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MK1276'5.8 MI NW FROM BRAINARD.
 MK1276'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1276'FROM THE STATION AT BRAINARD, THENCE 4.4 MILES NORTHWEST ALONG THE
 MK1276'UNION PACIFIC RAILROAD, 82.6 FEET NORTH OF MILE POST 19, 45.6
 MK1276'FEET NORTH OF THE NORTH RAIL, 2.1 FEET SOUTH OF RIGHT OF WAY
 MK1276'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, ABOUT
 MK1276'1 FOOT LOWER THAN THE TRACKS, SET IN TOP OF A SQUARE CONCRETE
 MK1276'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0680 ***********************************************************************
 LG0680  DESIGNATION -  F 135
 LG0680  PID         -  LG0680
 LG0680  STATE/COUNTY-  NE/YORK
 LG0680  USGS QUAD   -  FAIRMONT (1969)
 LG0680
 LG0680                         *CURRENT SURVEY CONTROL
 LG0680  ___________________________________________________________________
 LG0680* NAD 83(1986)-  40 44 32.     (N)    097 34 41.     (W)     SCALED    
 LG0680* NAVD 88     -       477.567  (meters)    1566.82   (feet)  ADJUSTED  
 LG0680  ___________________________________________________________________
 LG0680  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 LG0680  DYNAMIC HT  -         477.312 (meters)    1565.98  (feet)  COMP
 LG0680  MODELED GRAV-     980,074.8   (mgal)                       NAVD 88
 LG0680
 LG0680  VERT ORDER  -  SECOND    CLASS 0
 LG0680
 LG0680.The horizontal coordinates were scaled from a topographic map and have
 LG0680.an estimated accuracy of +/- 6 seconds.
 LG0680
 LG0680.The orthometric height was determined by differential leveling
 LG0680.and adjusted by the National Geodetic Survey in June 1991..
 LG0680
 LG0680.The geoid height was determined by GEOID03.
 LG0680
 LG0680.The dynamic height is computed by dividing the NAVD 88
 LG0680.geopotential number by the normal gravity value computed on the
 LG0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0680.degrees latitude (g = 980.6199 gals.).
 LG0680
 LG0680.The modeled gravity was interpolated from observed gravity values.
 LG0680
 LG0680;                    North         East    Units  Estimated Accuracy
 LG0680;SPC NE       -   103,780.      704,480.      MT  (+/- 180 meters Scaled)
 LG0680
 LG0680                          SUPERSEDED SURVEY CONTROL
 LG0680
 LG0680  NGVD 29 (??/??/92)  477.385  (m)         1566.22   (f) ADJ UNCH    2 0
 LG0680
 LG0680.Superseded values are not recommended for survey control.
 LG0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0680.See file dsdata.txt to determine how the superseded data were derived.
 LG0680
 LG0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL200111(NAD 83)
 LG0680_MARKER: DB = BENCH MARK DISK
 LG0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0680_STAMPING: F 135 1935
 LG0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0680+STABILITY: SURFACE MOTION
 LG0680
 LG0680  HISTORY     - Date     Condition        Report By
 LG0680  HISTORY     - 1935     MONUMENTED       CGS
 LG0680  HISTORY     - 1941     GOOD             NGS
 LG0680
 LG0680                          STATION DESCRIPTION
 LG0680
 LG0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0680'AT MC COOL JUNCTION.
 LG0680'AT MC COOL JUNCTION, YORK COUNTY, ON U.S. HIGHWAY 81, 0.8 MILE
 LG0680'EAST OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 LG0680'AT A ROAD INTERSECTION, 58 FEET NORTHWEST OF THE CENTER OF THE
 LG0680'INTERSECTION, 44 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LG0680'AND 36 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING TO
 LG0680'MC COOL JUNCTION.  A STANDARD DISK, STAMPED F 135 1935 AND SET
 LG0680'IN THE TOP OF A CONCRETE POST.
 LG0680
 LG0680                          STATION RECOVERY (1941)
 LG0680
 LG0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LG0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1535 ***********************************************************************
 MK1535  DESIGNATION -  F 136
 MK1535  PID         -  MK1535
 MK1535  STATE/COUNTY-  NE/HAMILTON
 MK1535  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1535
 MK1535                         *CURRENT SURVEY CONTROL
 MK1535  ___________________________________________________________________
 MK1535* NAD 83(1986)-  41 05 03.     (N)    097 54 41.     (W)     SCALED    
 MK1535* NAVD 88     -       534.863  (meters)    1754.80   (feet)  ADJUSTED  
 MK1535  ___________________________________________________________________
 MK1535  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 MK1535  DYNAMIC HT  -         534.594 (meters)    1753.91  (feet)  COMP
 MK1535  MODELED GRAV-     980,103.1   (mgal)                       NAVD 88
 MK1535
 MK1535  VERT ORDER  -  SECOND    CLASS 0
 MK1535
 MK1535.The horizontal coordinates were scaled from a topographic map and have
 MK1535.an estimated accuracy of +/- 6 seconds.
 MK1535
 MK1535.The orthometric height was determined by differential leveling
 MK1535.and adjusted by the National Geodetic Survey in June 1991..
 MK1535
 MK1535.The geoid height was determined by GEOID03.
 MK1535
 MK1535.The dynamic height is computed by dividing the NAVD 88
 MK1535.geopotential number by the normal gravity value computed on the
 MK1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1535.degrees latitude (g = 980.6199 gals.).
 MK1535
 MK1535.The modeled gravity was interpolated from observed gravity values.
 MK1535
 MK1535;                    North         East    Units  Estimated Accuracy
 MK1535;SPC NE       -   140,990.      675,430.      MT  (+/- 180 meters Scaled)
 MK1535
 MK1535                          SUPERSEDED SURVEY CONTROL
 MK1535
 MK1535  NGVD 29 (??/??/92)  534.641  (m)         1754.07   (f) ADJ UNCH    2 0
 MK1535
 MK1535.Superseded values are not recommended for survey control.
 MK1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1535.See file dsdata.txt to determine how the superseded data were derived.
 MK1535
 MK1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL914486(NAD 83)
 MK1535_MARKER: DB = BENCH MARK DISK
 MK1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1535_STAMPING: F-136-1935
 MK1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1535+STABILITY: SURFACE MOTION
 MK1535
 MK1535  HISTORY     - Date     Condition        Report By
 MK1535  HISTORY     - 1935     MONUMENTED       CGS
 MK1535
 MK1535                          STATION DESCRIPTION
 MK1535
 MK1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1535'1.5 MI W FROM HORDVILLE.
 MK1535'1.5 MILES WEST OF HORDVILLE DEPOT.  ALONG THE UNION PACIFIC
 MK1535'RAILWAY BETWEEN STROMSBURG AND CENTRAL CITY, ABOUT 1100 FEET
 MK1535'SOUTH EAST OF MILEPOST 70, 56 FEET NORTH OF RIGHT OF WAY FENCE,
 MK1535'42.4 FEET SOUTH OF THE SOUTH RAIL, ABOUT 3 FEET ABOVE THE LEVEL
 MK1535'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1304 ***********************************************************************
 MK1304  DESIGNATION -  F 137
 MK1304  PID         -  MK1304
 MK1304  STATE/COUNTY-  NE/BUTLER
 MK1304  USGS QUAD   -  RISING CITY (1965)
 MK1304
 MK1304                         *CURRENT SURVEY CONTROL
 MK1304  ___________________________________________________________________
 MK1304* NAD 83(1986)-  41 09 01.     (N)    097 15 12.     (W)     SCALED    
 MK1304* NAVD 88     -       484.401  (meters)    1589.24   (feet)  ADJUSTED  
 MK1304  ___________________________________________________________________
 MK1304  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 MK1304  DYNAMIC HT  -         484.168 (meters)    1588.47  (feet)  COMP
 MK1304  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 MK1304
 MK1304  VERT ORDER  -  SECOND    CLASS 0
 MK1304
 MK1304.The horizontal coordinates were scaled from a topographic map and have
 MK1304.an estimated accuracy of +/- 6 seconds.
 MK1304
 MK1304.The orthometric height was determined by differential leveling
 MK1304.and adjusted by the National Geodetic Survey in June 1991..
 MK1304
 MK1304.The geoid height was determined by GEOID03.
 MK1304
 MK1304.The dynamic height is computed by dividing the NAVD 88
 MK1304.geopotential number by the normal gravity value computed on the
 MK1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1304.degrees latitude (g = 980.6199 gals.).
 MK1304
 MK1304.The modeled gravity was interpolated from observed gravity values.
 MK1304
 MK1304;                    North         East    Units  Estimated Accuracy
 MK1304;SPC NE       -   149,880.      730,450.      MT  (+/- 180 meters Scaled)
 MK1304
 MK1304                          SUPERSEDED SURVEY CONTROL
 MK1304
 MK1304  NGVD 29 (??/??/92)  484.221  (m)         1588.65   (f) ADJ UNCH    2 0
 MK1304
 MK1304.Superseded values are not recommended for survey control.
 MK1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1304.See file dsdata.txt to determine how the superseded data were derived.
 MK1304
 MK1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL465569(NAD 83)
 MK1304_MARKER: DB = BENCH MARK DISK
 MK1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1304_STAMPING: F-137-1935
 MK1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1304+STABILITY: SURFACE MOTION
 MK1304
 MK1304  HISTORY     - Date     Condition        Report By
 MK1304  HISTORY     - 1935     MONUMENTED       CGS
 MK1304  HISTORY     - 1942     MARK NOT FOUND   NGS
 MK1304
 MK1304                          STATION DESCRIPTION
 MK1304
 MK1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1304'4.3 MI NE FROM SURPRISE.
 MK1304'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1304'AND YORK, 81.6 FEET NORTHWEST OF MILE POST NO. 51, 43.6 FEET
 MK1304'NORTHWEST OF THE NORTHWEST RAIL, 4.0 FEET SOUTH OF FENCE.
 MK1304
 MK1304                          STATION RECOVERY (1942)
 MK1304
 MK1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MK1304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1066 ***********************************************************************
 MK1066  DESIGNATION -  F 139
 MK1066  PID         -  MK1066
 MK1066  STATE/COUNTY-  NE/CUMING
 MK1066  USGS QUAD   -  WEST POINT SE (1966)
 MK1066
 MK1066                         *CURRENT SURVEY CONTROL
 MK1066  ___________________________________________________________________
 MK1066* NAD 83(1986)-  41 49 44.     (N)    096 34 53.     (W)     SCALED    
 MK1066* NAVD 88     -       430.394  (meters)    1412.05   (feet)  ADJUSTED  
 MK1066  ___________________________________________________________________
 MK1066  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 MK1066  DYNAMIC HT  -         430.235 (meters)    1411.53  (feet)  COMP
 MK1066  MODELED GRAV-     980,240.0   (mgal)                       NAVD 88
 MK1066
 MK1066  VERT ORDER  -  SECOND    CLASS 0
 MK1066
 MK1066.The horizontal coordinates were scaled from a topographic map and have
 MK1066.an estimated accuracy of +/- 6 seconds.
 MK1066
 MK1066.The orthometric height was determined by differential leveling
 MK1066.and adjusted by the National Geodetic Survey in June 1991..
 MK1066
 MK1066.The geoid height was determined by GEOID03.
 MK1066
 MK1066.The dynamic height is computed by dividing the NAVD 88
 MK1066.geopotential number by the normal gravity value computed on the
 MK1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1066.degrees latitude (g = 980.6199 gals.).
 MK1066
 MK1066.The modeled gravity was interpolated from observed gravity values.
 MK1066
 MK1066;                    North         East    Units  Estimated Accuracy
 MK1066;SPC NE       -   227,170.      783,830.      MT  (+/- 180 meters Scaled)
 MK1066
 MK1066                          SUPERSEDED SURVEY CONTROL
 MK1066
 MK1066  NGVD 29 (??/??/92)  430.254  (m)         1411.59   (f) ADJ UNCH    2 0
 MK1066
 MK1066.Superseded values are not recommended for survey control.
 MK1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1066.See file dsdata.txt to determine how the superseded data were derived.
 MK1066
 MK1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM008336(NAD 83)
 MK1066_MARKER: DB = BENCH MARK DISK
 MK1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1066_STAMPING: F-139-1935
 MK1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1066+STABILITY: SURFACE MOTION
 MK1066
 MK1066  HISTORY     - Date     Condition        Report By
 MK1066  HISTORY     - 1935     MONUMENTED       CGS
 MK1066  HISTORY     - 1957     GOOD             NGS
 MK1066
 MK1066                          STATION DESCRIPTION
 MK1066
 MK1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1066'6 MI W FROM OAKLAND.
 MK1066'ALONG STATE HIGHWAY NO. 9 BETWEEN OAKLAND AND WEST POINT,
 MK1066'ON TOP OF LARGE HILL, 58.9 FEET WEST OF THE CENTER OF ROAD TO
 MK1066'P.J. PETERSON FARM HOUSE, 34.2 FEET SOUTHEAST OF LARGE COTTON
 MK1066'WOOD TREE, 29.0 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 2.0
 MK1066'FEET SOUTH OF FENCE.
 MK1066
 MK1066                          STATION RECOVERY (1957)
 MK1066
 MK1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1067 ***********************************************************************
 MK1067  DESIGNATION -  F 139 RESET
 MK1067  PID         -  MK1067
 MK1067  STATE/COUNTY-  NE/CUMING
 MK1067  USGS QUAD   -  WEST POINT SE (1966)
 MK1067
 MK1067                         *CURRENT SURVEY CONTROL
 MK1067  ___________________________________________________________________
 MK1067* NAD 83(1986)-  41 49 43.     (N)    096 34 53.     (W)     SCALED    
 MK1067* NAVD 88     -       430.99   (meters)    1414.0    (feet)  RESET     
 MK1067  ___________________________________________________________________
 MK1067  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 MK1067
 MK1067  VERT ORDER  -  THIRD
 MK1067
 MK1067.The horizontal coordinates were scaled from a topographic map and have
 MK1067.an estimated accuracy of +/- 6 seconds.
 MK1067
 MK1067.The orthometric height was computed from unverified reset data.
 MK1067
 MK1067.The geoid height was determined by GEOID03.
 MK1067
 MK1067;                    North         East    Units  Estimated Accuracy
 MK1067;SPC NE       -   227,140.      783,830.      MT  (+/- 180 meters Scaled)
 MK1067
 MK1067                          SUPERSEDED SURVEY CONTROL
 MK1067
 MK1067  NGVD 29 (??/??/??)  430.85   (m)         1413.5    (f) RESET       3  
 MK1067
 MK1067.Superseded values are not recommended for survey control.
 MK1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1067.See file dsdata.txt to determine how the superseded data were derived.
 MK1067
 MK1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM008335(NAD 83)
 MK1067_MARKER: DB = BENCH MARK DISK
 MK1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1067_STAMPING: F 139 1935 RESET 1957
 MK1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1067+STABILITY: SURFACE MOTION
 MK1067
 MK1067  HISTORY     - Date     Condition        Report By
 MK1067  HISTORY     - 1957     MONUMENTED       CGS
 MK1067
 MK1067                          STATION DESCRIPTION
 MK1067
 MK1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1067'6 MI E FROM OAKLAND.
 MK1067'IN CUMING COUNTY, 6.0 MILES WEST ALONG STATE HIGHWAY 9 FROM THE
 MK1067'POST OFFICE IN OAKLAND OR 6.7 MILES EAST ALONG STATE HIGHWAY 9 FROM
 MK1067'THE JUNCTION OF U.S. HIGHWAY 275 AND STATE HIGHWAY 9 AT THE
 MK1067'SOUTH EDGE OF WEST POINT, 138 FEET NORTH OF THE NORTHWEST
 MK1067'CORNER OF BRICK PORCH ON THE C.P. PETERSON FARMHOUSE, 105
 MK1067'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 9, 70 FEET NORTH
 MK1067'OF A TELEPHONE POLE, AND 20 FEET WEST OF THE CENTER OF DRIVEWAY
 MK1067'TO C.P. PETERSON FARMHOUSE.  THE MARK PROJECTS 4 INCHES AND THE
 MK1067'DISK IS STAMPED F 139 1935 RESET 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0435 ***********************************************************************
 LG0435  DESIGNATION -  F 14
 LG0435  PID         -  LG0435
 LG0435  STATE/COUNTY-  NE/SALINE
 LG0435  USGS QUAD   -  FRIEND (1966)
 LG0435
 LG0435                         *CURRENT SURVEY CONTROL
 LG0435  ___________________________________________________________________
 LG0435* NAD 83(1986)-  40 39 21.     (N)    097 16 24.     (W)     SCALED    
 LG0435* NAVD 88     -       475.319  (meters)    1559.44   (feet)  ADJUSTED  
 LG0435  ___________________________________________________________________
 LG0435  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 LG0435  DYNAMIC HT  -         475.059 (meters)    1558.59  (feet)  COMP
 LG0435  MODELED GRAV-     980,062.9   (mgal)                       NAVD 88
 LG0435
 LG0435  VERT ORDER  -  FIRST     CLASS II
 LG0435
 LG0435.The horizontal coordinates were scaled from a topographic map and have
 LG0435.an estimated accuracy of +/- 6 seconds.
 LG0435
 LG0435.The orthometric height was determined by differential leveling
 LG0435.and adjusted by the National Geodetic Survey in May 1993..
 LG0435
 LG0435.The geoid height was determined by GEOID03.
 LG0435
 LG0435.The dynamic height is computed by dividing the NAVD 88
 LG0435.geopotential number by the normal gravity value computed on the
 LG0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0435.degrees latitude (g = 980.6199 gals.).
 LG0435
 LG0435.The modeled gravity was interpolated from observed gravity values.
 LG0435
 LG0435;                    North         East    Units  Estimated Accuracy
 LG0435;SPC NE       -    94,960.      730,510.      MT  (+/- 180 meters Scaled)
 LG0435
 LG0435                          SUPERSEDED SURVEY CONTROL
 LG0435
 LG0435  NAVD 88 (06/15/91)  475.324  (m)         1559.46   (f) UNKNOWN     1 2
 LG0435  NGVD 29 (??/??/92)  475.160  (m)         1558.92   (f) ADJ UNCH    1 2
 LG0435
 LG0435.Superseded values are not recommended for survey control.
 LG0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0435.See file dsdata.txt to determine how the superseded data were derived.
 LG0435
 LG0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL459019(NAD 83)
 LG0435_MARKER: DB = BENCH MARK DISK
 LG0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0435_SP_SET: CONCRETE POST
 LG0435_STAMPING: F 14 1933 1558.796
 LG0435_MARK LOGO: CGS   
 LG0435_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0435+STABILITY: SURFACE MOTION
 LG0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0435+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0435
 LG0435  HISTORY     - Date     Condition        Report By
 LG0435  HISTORY     - 1933     MONUMENTED       CGS
 LG0435  HISTORY     - 1940     GOOD             NGS
 LG0435  HISTORY     - 19911008 GOOD             NGS
 LG0435
 LG0435                          STATION DESCRIPTION
 LG0435
 LG0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0435'0.7 MI E FROM FRIEND.
 LG0435'0.7 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0435'FROM THE STATION AT FRIEND, SALINE COUNTY, 0.5 MILE WEST OF
 LG0435'MILEPOST 96, AT THE CROSSING OF A NORTH-AND-SOUTH ROAD, 59 FEET
 LG0435'SOUTHEAST OF THE CENTER OF THE CROSSING, 49 FEET SOUTH OF THE
 LG0435'CENTERLINE OF THE TRACK, 35 FEET EAST OF THE CENTERLINE OF THE
 LG0435'ROAD, 12 FEET EAST OF A FENCE CORNER, AND 2.2 FEET NORTH OF A
 LG0435'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1558.796 F
 LG0435'14 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LG0435'FOOT ABOVE GROUND.
 LG0435
 LG0435                          STATION RECOVERY (1991)
 LG0435
 LG0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0435'18.2 KM (11.30 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0435'IN CRETE, THENCE 9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 6,
 LG0435'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG COUNTY ROAD 600 (PAGE STREET)
 LG0435', 14.2 M (46.6 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG0435'RAILROAD, 13.0 M (42.7 FT) WEST OF A UTILITY POLE WITH A GUY CABLE,
 LG0435'10.3 M (33.8 FT) EAST OF AND LEVEL WITH THE ROAD CENTER, 4.8 M (15.7
 LG0435'FT) WEST OF A FENCE CORNER, 0.4 M (1.3 FT) NORTH OF A WITNESS POST,
 LG0435'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 LG0435'NOTE--THE DISK HAS BEEN SCRAPPED AND THE NORTH AND WEST SIDES OF THE
 LG0435'MONUMENT ARE CHIPPED, BUT IT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0603 ***********************************************************************
 NM0603  DESIGNATION -  F 140
 NM0603  PID         -  NM0603
 NM0603  STATE/COUNTY-  NE/THURSTON
 NM0603  USGS QUAD   -  THURSTON (1966)
 NM0603
 NM0603                         *CURRENT SURVEY CONTROL
 NM0603  ___________________________________________________________________
 NM0603* NAD 83(1986)-  42 14 29.     (N)    096 42 26.     (W)     SCALED    
 NM0603* NAVD 88     -       424.796  (meters)    1393.68   (feet)  ADJUSTED  
 NM0603  ___________________________________________________________________
 NM0603  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 NM0603  DYNAMIC HT  -         424.650 (meters)    1393.21  (feet)  COMP
 NM0603  MODELED GRAV-     980,265.2   (mgal)                       NAVD 88
 NM0603
 NM0603  VERT ORDER  -  SECOND    CLASS 0
 NM0603
 NM0603.The horizontal coordinates were scaled from a topographic map and have
 NM0603.an estimated accuracy of +/- 6 seconds.
 NM0603
 NM0603.The orthometric height was determined by differential leveling
 NM0603.and adjusted by the National Geodetic Survey in June 1991..
 NM0603
 NM0603.The geoid height was determined by GEOID03.
 NM0603
 NM0603.The dynamic height is computed by dividing the NAVD 88
 NM0603.geopotential number by the normal gravity value computed on the
 NM0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0603.degrees latitude (g = 980.6199 gals.).
 NM0603
 NM0603.The modeled gravity was interpolated from observed gravity values.
 NM0603
 NM0603;                    North         East    Units  Estimated Accuracy
 NM0603;SPC NE       -   272,540.      771,640.      MT  (+/- 180 meters Scaled)
 NM0603
 NM0603                          SUPERSEDED SURVEY CONTROL
 NM0603
 NM0603  NGVD 29 (??/??/92)  424.628  (m)         1393.13   (f) ADJ UNCH    2 0
 NM0603
 NM0603.Superseded values are not recommended for survey control.
 NM0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0603.See file dsdata.txt to determine how the superseded data were derived.
 NM0603
 NM0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM891791(NAD 83)
 NM0603_MARKER: DB = BENCH MARK DISK
 NM0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0603_STAMPING: F-140-1935
 NM0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0603+STABILITY: SURFACE MOTION
 NM0603
 NM0603  HISTORY     - Date     Condition        Report By
 NM0603  HISTORY     - 1935     MONUMENTED       CGS
 NM0603  HISTORY     - 1966     GOOD             NGS
 NM0603
 NM0603                          STATION DESCRIPTION
 NM0603
 NM0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM0603'2.7 MI S FROM EMERSON.
 NM0603'2.7 MILES SOUTH OF DEPOT ALONG THE CHICAGO, ST. PAUL, MINNESOTA
 NM0603'AND OMAHA RAILROAD BETWEEN LYONS AND EMERSON, 45.8 FEET NORTHWEST
 NM0603'OF THE NORTHWEST CORNER OF RAILROAD CULVERT NO. 72, 44.8 FEET
 NM0603'WEST OF THE WEST RAIL, 3.0 FEET EAST OF THE RIGHT OF WAY FENCE.
 NM0603
 NM0603                          STATION RECOVERY (1966)
 NM0603
 NM0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1180 ***********************************************************************
 MK1180  DESIGNATION -  F 141
 MK1180  PID         -  MK1180
 MK1180  STATE/COUNTY-  NE/STANTON
 MK1180  USGS QUAD   -  STANTON NE (1963)
 MK1180
 MK1180                         *CURRENT SURVEY CONTROL
 MK1180  ___________________________________________________________________
 MK1180* NAD 83(1986)-  41 59 29.     (N)    097 06 49.     (W)     SCALED    
 MK1180* NAVD 88     -       433.327  (meters)    1421.67   (feet)  ADJUSTED  
 MK1180  ___________________________________________________________________
 MK1180  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 MK1180  DYNAMIC HT  -         433.165 (meters)    1421.14  (feet)  COMP
 MK1180  MODELED GRAV-     980,235.9   (mgal)                       NAVD 88
 MK1180
 MK1180  VERT ORDER  -  SECOND    CLASS 0
 MK1180
 MK1180.The horizontal coordinates were scaled from a topographic map and have
 MK1180.an estimated accuracy of +/- 6 seconds.
 MK1180
 MK1180.The orthometric height was determined by differential leveling
 MK1180.and adjusted by the National Geodetic Survey in June 1991..
 MK1180
 MK1180.The geoid height was determined by GEOID03.
 MK1180
 MK1180.The dynamic height is computed by dividing the NAVD 88
 MK1180.geopotential number by the normal gravity value computed on the
 MK1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1180.degrees latitude (g = 980.6199 gals.).
 MK1180
 MK1180.The modeled gravity was interpolated from observed gravity values.
 MK1180
 MK1180;                    North         East    Units  Estimated Accuracy
 MK1180;SPC NE       -   243,590.      739,050.      MT  (+/- 180 meters Scaled)
 MK1180
 MK1180                          SUPERSEDED SURVEY CONTROL
 MK1180
 MK1180  NGVD 29 (??/??/92)  433.161  (m)         1421.13   (f) ADJ UNCH    2 0
 MK1180
 MK1180.Superseded values are not recommended for survey control.
 MK1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1180.See file dsdata.txt to determine how the superseded data were derived.
 MK1180
 MK1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM562505(NAD 83)
 MK1180_MARKER: DB = BENCH MARK DISK
 MK1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1180_STAMPING: F-141-1935
 MK1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1180+STABILITY: SURFACE MOTION
 MK1180
 MK1180  HISTORY     - Date     Condition        Report By
 MK1180  HISTORY     - 1935     MONUMENTED       CGS
 MK1180
 MK1180                          STATION DESCRIPTION
 MK1180
 MK1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1180'3.3 MI W FROM PILGER.
 MK1180'3.3 MILES WEST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1180'RAILROAD BETWEEN PILGER AND NORFOLK, ABOUT 1500 FEET EAST OF
 MK1180'THE RAILROAD BRIDGE NO. 98 1/2, 39.5 FEET SOUTH OF THE SOUTH
 MK1180'RAIL, 3.0 FEET WEST OF MILE POST NO. 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0645 ***********************************************************************
 LG0645  DESIGNATION -  F 15 RESET
 LG0645  PID         -  LG0645
 LG0645  STATE/COUNTY-  NE/FILLMORE
 LG0645  USGS QUAD   -  GRAFTON (1969)
 LG0645
 LG0645                         *CURRENT SURVEY CONTROL
 LG0645  ___________________________________________________________________
 LG0645* NAD 83(1986)-  40 37 58.     (N)    097 39 22.     (W)     SCALED    
 LG0645* NAVD 88     -       508.352  (meters)    1667.82   (feet)  ADJUSTED  
 LG0645  ___________________________________________________________________
 LG0645  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 LG0645  DYNAMIC HT  -         508.073 (meters)    1666.90  (feet)  COMP
 LG0645  MODELED GRAV-     980,061.7   (mgal)                       NAVD 88
 LG0645
 LG0645  VERT ORDER  -  FIRST     CLASS II
 LG0645
 LG0645.The horizontal coordinates were scaled from a topographic map and have
 LG0645.an estimated accuracy of +/- 6 seconds.
 LG0645
 LG0645.The orthometric height was determined by differential leveling
 LG0645.and adjusted by the National Geodetic Survey in May 1993..
 LG0645
 LG0645.The geoid height was determined by GEOID03.
 LG0645
 LG0645.The dynamic height is computed by dividing the NAVD 88
 LG0645.geopotential number by the normal gravity value computed on the
 LG0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0645.degrees latitude (g = 980.6199 gals.).
 LG0645
 LG0645.The modeled gravity was interpolated from observed gravity values.
 LG0645
 LG0645;                    North         East    Units  Estimated Accuracy
 LG0645;SPC NE       -    91,450.      698,230.      MT  (+/- 180 meters Scaled)
 LG0645
 LG0645                          SUPERSEDED SURVEY CONTROL
 LG0645
 LG0645.No superseded survey control is available for this station.
 LG0645
 LG0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK136988(NAD 83)
 LG0645_MARKER: DB = BENCH MARK DISK
 LG0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0645_SP_SET: CONCRETE POST
 LG0645_STAMPING: F 15 RESET 1970
 LG0645_MARK LOGO: CGS   
 LG0645_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0645+STABILITY: SURFACE MOTION
 LG0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0645+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1991
 LG0645
 LG0645  HISTORY     - Date     Condition        Report By
 LG0645  HISTORY     - 1970     MONUMENTED       NGS
 LG0645  HISTORY     - 19911007 GOOD             NGS
 LG0645
 LG0645                          STATION DESCRIPTION
 LG0645
 LG0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LG0645'3.2 MI E FROM GRAFTON.
 LG0645'ABOUT 3.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0645'RAILROAD FROM THE STATION AT GRAFTON, 0.4 MILE EAST OF MILEPOST
 LG0645'117, 850 FEET WEST OF A ROAD CROSSING, 85 FEET NORTH OF THE
 LG0645'CENTER OF U.S. HIGHWAY 6, 52 FEET SOUTH OF THE SOUTH RAIL OF
 LG0645'RAILROAD TRACKS, 1 FOOT EAST OF A METAL WITNESS POST, AND SET
 LG0645'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 LG0645'NOTE-- THIS MARK WAS USED FOR THE AZIMUTH MARK FOR TRIANGULATION
 LG0645'STATION CHICAGO 2 1970 WHICH IS 0.4 MILE WEST ON THE NORTH SIDE
 LG0645'OF U.S. HIGHWAY 6.
 LG0645
 LG0645                          STATION RECOVERY (1991)
 LG0645
 LG0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0645'5.1 KM (3.15 MI) WESTERLY ALONG U.S. 6 FROM THE JUNCTION OF U.S.
 LG0645'HIGHWAY 81 IN FAIRMONT, 0.3 KM (0.20 MI) WEST OF THE INTERSECTION OF
 LG0645'A GRAVELED ROAD, 25.9 M (85.0 FT) NORTH OF THE HIGHWAY CENTERLINE,
 LG0645'15.8 M (51.8 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG0645'RAILROAD, 8.0 M (26.2 FT) NORTHWEST OF A UTILITY POLE, 0.4 M (1.3 FT)
 LG0645'EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 LG0645'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0214 ***********************************************************************
 LJ0214  DESIGNATION -  F 159
 LJ0214  PID         -  LJ0214
 LJ0214  STATE/COUNTY-  NE/HITCHCOCK
 LJ0214  USGS QUAD   -  PALISADE (1973)
 LJ0214
 LJ0214                         *CURRENT SURVEY CONTROL
 LJ0214  ___________________________________________________________________
 LJ0214* NAD 83(1986)-  40 17 54.     (N)    101 01 20.     (W)     SCALED    
 LJ0214* NAVD 88     -       821.001  (meters)    2693.57   (feet)  ADJUSTED  
 LJ0214  ___________________________________________________________________
 LJ0214  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 LJ0214  DYNAMIC HT  -         820.449 (meters)    2691.76  (feet)  COMP
 LJ0214  MODELED GRAV-     979,925.9   (mgal)                       NAVD 88
 LJ0214
 LJ0214  VERT ORDER  -  SECOND    CLASS 0
 LJ0214
 LJ0214.The horizontal coordinates were scaled from a topographic map and have
 LJ0214.an estimated accuracy of +/- 6 seconds.
 LJ0214
 LJ0214.The orthometric height was determined by differential leveling
 LJ0214.and adjusted by the National Geodetic Survey in June 1991..
 LJ0214
 LJ0214.The geoid height was determined by GEOID03.
 LJ0214
 LJ0214.The dynamic height is computed by dividing the NAVD 88
 LJ0214.geopotential number by the normal gravity value computed on the
 LJ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0214.degrees latitude (g = 980.6199 gals.).
 LJ0214
 LJ0214.The modeled gravity was interpolated from observed gravity values.
 LJ0214
 LJ0214;                    North         East    Units  Estimated Accuracy
 LJ0214;SPC NE       -    52,140.      413,100.      MT  (+/- 180 meters Scaled)
 LJ0214
 LJ0214                          SUPERSEDED SURVEY CONTROL
 LJ0214
 LJ0214  NGVD 29 (??/??/92)  820.669  (m)         2692.48   (f) ADJ UNCH    2 0
 LJ0214
 LJ0214.Superseded values are not recommended for survey control.
 LJ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0214.See file dsdata.txt to determine how the superseded data were derived.
 LJ0214
 LJ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK281628(NAD 83)
 LJ0214_MARKER: DB = BENCH MARK DISK
 LJ0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0214_SP_SET: BRIDGE
 LJ0214_STAMPING: F 159 1934
 LJ0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0214
 LJ0214  HISTORY     - Date     Condition        Report By
 LJ0214  HISTORY     - 1934     MONUMENTED       CGS
 LJ0214  HISTORY     - 1941     GOOD             NGS
 LJ0214
 LJ0214                          STATION DESCRIPTION
 LJ0214
 LJ0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0214'2.9 MI W FROM BEVERLY.
 LJ0214'ON U.S. HIGHWAY 6, AT SOUTHWEST CORNER OF CONCRETE BRIDGE.
 LJ0214'ON HIGHWAY, 75 FEET NORTH OF RAILROAD BRIDGE 11.94 OF CHICAGO,
 LJ0214'BURLINGTON AND QUINCY RAILROAD.
 LJ0214
 LJ0214                          STATION RECOVERY (1941)
 LJ0214
 LJ0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LJ0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0258 ***********************************************************************
 LJ0258  DESIGNATION -  F 160
 LJ0258  PID         -  LJ0258
 LJ0258  STATE/COUNTY-  NE/PERKINS
 LJ0258  USGS QUAD   -  WILD HORSE SPRING (1973)
 LJ0258
 LJ0258                         *CURRENT SURVEY CONTROL
 LJ0258  ___________________________________________________________________
 LJ0258* NAD 83(1986)-  40 56 41.     (N)    101 43 43.     (W)     SCALED    
 LJ0258* NAVD 88     -      1040.675  (meters)    3414.28   (feet)  ADJUSTED  
 LJ0258  ___________________________________________________________________
 LJ0258  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 LJ0258  DYNAMIC HT  -        1040.002 (meters)    3412.07  (feet)  COMP
 LJ0258  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 LJ0258
 LJ0258  VERT ORDER  -  SECOND    CLASS 0
 LJ0258
 LJ0258.The horizontal coordinates were scaled from a topographic map and have
 LJ0258.an estimated accuracy of +/- 6 seconds.
 LJ0258
 LJ0258.The orthometric height was determined by differential leveling
 LJ0258.and adjusted by the National Geodetic Survey in June 1991..
 LJ0258
 LJ0258.The geoid height was determined by GEOID03.
 LJ0258
 LJ0258.The dynamic height is computed by dividing the NAVD 88
 LJ0258.geopotential number by the normal gravity value computed on the
 LJ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0258.degrees latitude (g = 980.6199 gals.).
 LJ0258
 LJ0258.The modeled gravity was interpolated from observed gravity values.
 LJ0258
 LJ0258;                    North         East    Units  Estimated Accuracy
 LJ0258;SPC NE       -   124,850.      354,490.      MT  (+/- 180 meters Scaled)
 LJ0258
 LJ0258                          SUPERSEDED SURVEY CONTROL
 LJ0258
 LJ0258  NGVD 29 (??/??/92) 1040.248  (m)         3412.88   (f) ADJ UNCH    2 0
 LJ0258
 LJ0258.Superseded values are not recommended for survey control.
 LJ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0258.See file dsdata.txt to determine how the superseded data were derived.
 LJ0258
 LJ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL703362(NAD 83)
 LJ0258_MARKER: DB = BENCH MARK DISK
 LJ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0258_STAMPING: F 160 1934
 LJ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0258+STABILITY: SURFACE MOTION
 LJ0258
 LJ0258  HISTORY     - Date     Condition        Report By
 LJ0258  HISTORY     - 1934     MONUMENTED       CGS
 LJ0258  HISTORY     - 1959     GOOD             NGS
 LJ0258
 LJ0258                          STATION DESCRIPTION
 LJ0258
 LJ0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LJ0258'7.4 MI N FROM GRANT.
 LJ0258'7.4 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO, BURLINGTON
 LJ0258'AND QUINCY RAILROAD WATER TANK AT GRANT, 30 FEET SOUTH OF AN
 LJ0258'EAST-WEST FENCE LINE, 145 FEET WEST OF THE CENTERLINE OF THE
 LJ0258'HIGHWAY, AND NEAR THE PROPERTY LINE.  A STANDARD DISK, STAMPED
 LJ0258'F 160 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0275 ***********************************************************************
 LJ0275  DESIGNATION -  F 161
 LJ0275  PID         -  LJ0275
 LJ0275  STATE/COUNTY-  NE/PERKINS
 LJ0275  USGS QUAD   -  BRANDON SE (1961)
 LJ0275
 LJ0275                         *CURRENT SURVEY CONTROL
 LJ0275  ___________________________________________________________________
 LJ0275* NAD 83(1986)-  40 48 54.     (N)    101 52 21.     (W)     SCALED    
 LJ0275* NAVD 88     -      1061.612  (meters)    3482.97   (feet)  ADJUSTED  
 LJ0275  ___________________________________________________________________
 LJ0275  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 LJ0275  DYNAMIC HT  -        1060.900 (meters)    3480.64  (feet)  COMP
 LJ0275  MODELED GRAV-     979,917.6   (mgal)                       NAVD 88
 LJ0275
 LJ0275  VERT ORDER  -  SECOND    CLASS 0
 LJ0275
 LJ0275.The horizontal coordinates were scaled from a topographic map and have
 LJ0275.an estimated accuracy of +/- 6 seconds.
 LJ0275
 LJ0275.The orthometric height was determined by differential leveling
 LJ0275.and adjusted by the National Geodetic Survey in June 1991..
 LJ0275
 LJ0275.The geoid height was determined by GEOID03.
 LJ0275
 LJ0275.The dynamic height is computed by dividing the NAVD 88
 LJ0275.geopotential number by the normal gravity value computed on the
 LJ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0275.degrees latitude (g = 980.6199 gals.).
 LJ0275
 LJ0275.The modeled gravity was interpolated from observed gravity values.
 LJ0275
 LJ0275;                    North         East    Units  Estimated Accuracy
 LJ0275;SPC NE       -   110,700.      342,070.      MT  (+/- 180 meters Scaled)
 LJ0275
 LJ0275                          SUPERSEDED SURVEY CONTROL
 LJ0275
 LJ0275  NGVD 29 (??/??/92) 1061.178  (m)         3481.55   (f) ADJ UNCH    2 0
 LJ0275
 LJ0275.Superseded values are not recommended for survey control.
 LJ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0275.See file dsdata.txt to determine how the superseded data were derived.
 LJ0275
 LJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL577221(NAD 83)
 LJ0275_MARKER: DB = BENCH MARK DISK
 LJ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0275_STAMPING: F 161 1934
 LJ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0275+STABILITY: SURFACE MOTION
 LJ0275
 LJ0275  HISTORY     - Date     Condition        Report By
 LJ0275  HISTORY     - 1934     MONUMENTED       CGS
 LJ0275
 LJ0275                          STATION DESCRIPTION
 LJ0275
 LJ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0275'8 MI W FROM GRANT.
 LJ0275'8.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0275'FROM THE WATER TANK AT GRANT, PERKINS COUNTY, AT MILEPOST 152,
 LJ0275'39 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 39 FEET NORTH OF
 LJ0275'THE CENTERLINE OF STATE HIGHWAY 23, AND IN LINE WITH A ROW
 LJ0275'OF POLES.  A STANDARD DISK, STAMPED F 161 1934 AND SET IN THE
 LJ0275'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0245 ***********************************************************************
 LJ0245  DESIGNATION -  F 162
 LJ0245  PID         -  LJ0245
 LJ0245  STATE/COUNTY-  NE/DUNDY
 LJ0245  USGS QUAD   -  ARROWHEAD LAKE (1973)
 LJ0245
 LJ0245                         *CURRENT SURVEY CONTROL
 LJ0245  ___________________________________________________________________
 LJ0245* NAD 83(1986)-  40 11 34.     (N)    101 30 42.     (W)     SCALED    
 LJ0245* NAVD 88     -       956.756  (meters)    3138.96   (feet)  ADJUSTED  
 LJ0245  ___________________________________________________________________
 LJ0245  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 LJ0245  DYNAMIC HT  -         956.078 (meters)    3136.73  (feet)  COMP
 LJ0245  MODELED GRAV-     979,883.9   (mgal)                       NAVD 88
 LJ0245
 LJ0245  VERT ORDER  -  SECOND    CLASS 0
 LJ0245
 LJ0245.The horizontal coordinates were scaled from a topographic map and have
 LJ0245.an estimated accuracy of +/- 6 seconds.
 LJ0245
 LJ0245.The orthometric height was determined by differential leveling
 LJ0245.and adjusted by the National Geodetic Survey in June 1991..
 LJ0245
 LJ0245.The geoid height was determined by GEOID03.
 LJ0245
 LJ0245.The dynamic height is computed by dividing the NAVD 88
 LJ0245.geopotential number by the normal gravity value computed on the
 LJ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0245.degrees latitude (g = 980.6199 gals.).
 LJ0245
 LJ0245.The modeled gravity was interpolated from observed gravity values.
 LJ0245
 LJ0245;                    North         East    Units  Estimated Accuracy
 LJ0245;SPC NE       -    41,040.      371,290.      MT  (+/- 180 meters Scaled)
 LJ0245
 LJ0245                          SUPERSEDED SURVEY CONTROL
 LJ0245
 LJ0245  NGVD 29 (??/??/92)  956.390  (m)         3137.76   (f) ADJ UNCH    2 0
 LJ0245
 LJ0245.Superseded values are not recommended for survey control.
 LJ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0245.See file dsdata.txt to determine how the superseded data were derived.
 LJ0245
 LJ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK861521(NAD 83)
 LJ0245_MARKER: DB = BENCH MARK DISK
 LJ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0245_STAMPING: F 162 1934
 LJ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0245+STABILITY: SURFACE MOTION
 LJ0245
 LJ0245  HISTORY     - Date     Condition        Report By
 LJ0245  HISTORY     - 1934     MONUMENTED       CGS
 LJ0245  HISTORY     - 1959     GOOD             NGS
 LJ0245  HISTORY     - 1973     MARK NOT FOUND   USGS
 LJ0245
 LJ0245                          STATION DESCRIPTION
 LJ0245
 LJ0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LJ0245'10.4 MI N FROM BENKELMAN.
 LJ0245'10.4 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0245'BURLINGTON AND QUINCY RAILROAD STATION AT BENKELMAN, 27 FEET
 LJ0245'NORTH OF THE CENTERLINE OF A CROSS ROAD, AND 45 FEET EAST
 LJ0245'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LJ0245'F 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0245
 LJ0245                          STATION RECOVERY (1973)
 LJ0245
 LJ0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LJ0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0168 ***********************************************************************
 LJ0168  DESIGNATION -  F 163
 LJ0168  PID         -  LJ0168
 LJ0168  STATE/COUNTY-  NE/LINCOLN
 LJ0168  USGS QUAD   -  MELTON RANCH AIRPORT (1973)
 LJ0168
 LJ0168                         *CURRENT SURVEY CONTROL
 LJ0168  ___________________________________________________________________
 LJ0168* NAD 83(1986)-  40 49 03.     (N)    101 03 26.     (W)     SCALED    
 LJ0168* NAVD 88     -       953.252  (meters)    3127.46   (feet)  ADJUSTED  
 LJ0168  ___________________________________________________________________
 LJ0168  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 LJ0168  DYNAMIC HT  -         952.628 (meters)    3125.41  (feet)  COMP
 LJ0168  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 LJ0168
 LJ0168  VERT ORDER  -  SECOND    CLASS 0
 LJ0168
 LJ0168.The horizontal coordinates were scaled from a topographic map and have
 LJ0168.an estimated accuracy of +/- 6 seconds.
 LJ0168
 LJ0168.The orthometric height was determined by differential leveling
 LJ0168.and adjusted by the National Geodetic Survey in June 1991..
 LJ0168
 LJ0168.The geoid height was determined by GEOID03.
 LJ0168
 LJ0168.The dynamic height is computed by dividing the NAVD 88
 LJ0168.geopotential number by the normal gravity value computed on the
 LJ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0168.degrees latitude (g = 980.6199 gals.).
 LJ0168
 LJ0168.The modeled gravity was interpolated from observed gravity values.
 LJ0168
 LJ0168;                    North         East    Units  Estimated Accuracy
 LJ0168;SPC NE       -   109,820.      410,830.      MT  (+/- 180 meters Scaled)
 LJ0168
 LJ0168                          SUPERSEDED SURVEY CONTROL
 LJ0168
 LJ0168  NGVD 29 (??/??/92)  952.853  (m)         3126.15   (f) ADJ UNCH    2 0
 LJ0168
 LJ0168.Superseded values are not recommended for survey control.
 LJ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0168.See file dsdata.txt to determine how the superseded data were derived.
 LJ0168
 LJ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL265205(NAD 83)
 LJ0168_MARKER: DB = BENCH MARK DISK
 LJ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0168_STAMPING: F 163 1934
 LJ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0168+STABILITY: SURFACE MOTION
 LJ0168
 LJ0168  HISTORY     - Date     Condition        Report By
 LJ0168  HISTORY     - 1934     MONUMENTED       CGS
 LJ0168  HISTORY     - 1941     GOOD             NGS
 LJ0168  HISTORY     - 1973     MARK NOT FOUND   NGS
 LJ0168
 LJ0168                          STATION DESCRIPTION
 LJ0168
 LJ0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0168'3.4 MI W FROM DICKENS.
 LJ0168'3.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0168'FROM THE STATION AT DICKENS, LINCOLN COUNTY, AT A ROAD CROSSING,
 LJ0168'48 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 18 FEET EAST
 LJ0168'OF THE CENTERLINE OF THE ROAD, 49 FEET SOUTH OF A FENCE, AND
 LJ0168'ABOUT 3 FEET ABOVE THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LJ0168'F 163 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0168
 LJ0168                          STATION RECOVERY (1973)
 LJ0168
 LJ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LJ0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0815 ***********************************************************************
 LH0815  DESIGNATION -  F 164
 LH0815  PID         -  LH0815
 LH0815  STATE/COUNTY-  NE/PHELPS
 LH0815  USGS QUAD   -  BERTRAND (1971)
 LH0815
 LH0815                         *CURRENT SURVEY CONTROL
 LH0815  ___________________________________________________________________
 LH0815* NAD 83(1986)-  40 31 47.     (N)    099 38 03.     (W)     SCALED    
 LH0815* NAVD 88     -       767.625  (meters)    2518.45   (feet)  ADJUSTED  
 LH0815  ___________________________________________________________________
 LH0815  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH0815  DYNAMIC HT  -         767.140 (meters)    2516.86  (feet)  COMP
 LH0815  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 LH0815
 LH0815  VERT ORDER  -  SECOND    CLASS 0
 LH0815
 LH0815.The horizontal coordinates were scaled from a topographic map and have
 LH0815.an estimated accuracy of +/- 6 seconds.
 LH0815
 LH0815.The orthometric height was determined by differential leveling
 LH0815.and adjusted by the National Geodetic Survey in June 1991..
 LH0815
 LH0815.The geoid height was determined by GEOID03.
 LH0815
 LH0815.The dynamic height is computed by dividing the NAVD 88
 LH0815.geopotential number by the normal gravity value computed on the
 LH0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0815.degrees latitude (g = 980.6199 gals.).
 LH0815
 LH0815.The modeled gravity was interpolated from observed gravity values.
 LH0815
 LH0815;                    North         East    Units  Estimated Accuracy
 LH0815;SPC NE       -    77,390.      530,990.      MT  (+/- 180 meters Scaled)
 LH0815
 LH0815                          SUPERSEDED SURVEY CONTROL
 LH0815
 LH0815  NGVD 29 (??/??/92)  767.319  (m)         2517.45   (f) ADJ UNCH    2 0
 LH0815
 LH0815.Superseded values are not recommended for survey control.
 LH0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0815.See file dsdata.txt to determine how the superseded data were derived.
 LH0815
 LH0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK462867(NAD 83)
 LH0815_MARKER: DB = BENCH MARK DISK
 LH0815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0815_SP_SET: CONCRETE FOOTING
 LH0815_STAMPING: F 164 1934
 LH0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0815
 LH0815  HISTORY     - Date     Condition        Report By
 LH0815  HISTORY     - 1934     MONUMENTED       CGS
 LH0815  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH0815
 LH0815                          STATION DESCRIPTION
 LH0815
 LH0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0815'AT BERTRAND.
 LH0815'AT BERTRAND, PHELPS COUNTY, 200 FEET NORTH OF THE CHICAGO,
 LH0815'BURLINGTON AND QUINCY RAILROAD STATION, AT THE CITY WATER
 LH0815'TOWER, AND IN THE TOP OF THE CONCRETE FOOTING FOR THE SOUTHWEST
 LH0815'SUPPORT.  A STANDARD DISK, STAMPED F 164 1934.
 LH0815
 LH0815                          STATION RECOVERY (2006)
 LH0815
 LH0815'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0815'THE CONCRETE FOOTING FOR THE SOUTHWEST LEG OF THE TANK SHOWS EVIDENCE
 LH0815'OF REPAIR, AND THE BENCH MARK DISK F 164 IS NO LONGER PRESENT.  THE
 LH0815'STATION HAS BEEN REPLACED WITH A TWO-INCH ALUMINUM DISK STAMPED CITY
 LH0815'OF BERTRAND BENCH MARK, AND IS AT HANDHELD COORDINATES N40-31-47.58
 LH0815'W099-38-03.30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0131 ***********************************************************************
 LJ0131  DESIGNATION -  F 165
 LJ0131  PID         -  LJ0131
 LJ0131  STATE/COUNTY-  NE/FRONTIER
 LJ0131  USGS QUAD   -  CURTIS (1956)
 LJ0131
 LJ0131                         *CURRENT SURVEY CONTROL
 LJ0131  ___________________________________________________________________
 LJ0131* NAD 83(1986)-  40 38 00.     (N)    100 34 38.     (W)     SCALED    
 LJ0131* NAVD 88     -       799.888  (meters)    2624.30   (feet)  ADJUSTED  
 LJ0131  ___________________________________________________________________
 LJ0131  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 LJ0131  DYNAMIC HT  -         799.385 (meters)    2622.65  (feet)  COMP
 LJ0131  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 LJ0131
 LJ0131  VERT ORDER  -  SECOND    CLASS 0
 LJ0131
 LJ0131.The horizontal coordinates were scaled from a topographic map and have
 LJ0131.an estimated accuracy of +/- 6 seconds.
 LJ0131
 LJ0131.The orthometric height was determined by differential leveling
 LJ0131.and adjusted by the National Geodetic Survey in June 1991..
 LJ0131
 LJ0131.The geoid height was determined by GEOID03.
 LJ0131
 LJ0131.The dynamic height is computed by dividing the NAVD 88
 LJ0131.geopotential number by the normal gravity value computed on the
 LJ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0131.degrees latitude (g = 980.6199 gals.).
 LJ0131
 LJ0131.The modeled gravity was interpolated from observed gravity values.
 LJ0131
 LJ0131;                    North         East    Units  Estimated Accuracy
 LJ0131;SPC NE       -    88,990.      451,180.      MT  (+/- 180 meters Scaled)
 LJ0131
 LJ0131                          SUPERSEDED SURVEY CONTROL
 LJ0131
 LJ0131  NGVD 29 (??/??/92)  799.537  (m)         2623.15   (f) ADJ UNCH    2 0
 LJ0131
 LJ0131.Superseded values are not recommended for survey control.
 LJ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0131.See file dsdata.txt to determine how the superseded data were derived.
 LJ0131
 LJ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK666992(NAD 83)
 LJ0131_MARKER: DB = BENCH MARK DISK
 LJ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0131_STAMPING: F 165 1934
 LJ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0131+STABILITY: SURFACE MOTION
 LJ0131
 LJ0131  HISTORY     - Date     Condition        Report By
 LJ0131  HISTORY     - 1934     MONUMENTED       CGS
 LJ0131  HISTORY     - 1941     GOOD             NGS
 LJ0131
 LJ0131                          STATION DESCRIPTION
 LJ0131
 LJ0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0131'3 MI SE FROM MAYWOOD.
 LJ0131'3.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0131'RAILROAD FROM THE STATION AT MAYWOOD, FRONTIER COUNTY, ONE RAIL
 LJ0131'WEST OF A ROAD CROSSING, AND 33 FEET NORTH OF THE CENTERLINE
 LJ0131'OF THE TRACK.  A STANDARD DISK, STAMPED F 165 1934 AND SET IN
 LJ0131'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0760 ***********************************************************************
 LH0760  DESIGNATION -  F 166
 LH0760  PID         -  LH0760
 LH0760  STATE/COUNTY-  NE/HARLAN
 LH0760  USGS QUAD   -  MASCOT (1958)
 LH0760
 LH0760                         *CURRENT SURVEY CONTROL
 LH0760  ___________________________________________________________________
 LH0760* NAD 83(1986)-  40 18 19.     (N)    099 32 12.     (W)     SCALED    
 LH0760* NAVD 88     -       670.699  (meters)    2200.45   (feet)  ADJUSTED  
 LH0760  ___________________________________________________________________
 LH0760  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 LH0760  DYNAMIC HT  -         670.288 (meters)    2199.10  (feet)  COMP
 LH0760  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 LH0760
 LH0760  VERT ORDER  -  SECOND    CLASS 0
 LH0760
 LH0760.The horizontal coordinates were scaled from a topographic map and have
 LH0760.an estimated accuracy of +/- 6 seconds.
 LH0760
 LH0760.The orthometric height was determined by differential leveling
 LH0760.and adjusted by the National Geodetic Survey in June 1991..
 LH0760
 LH0760.The geoid height was determined by GEOID03.
 LH0760
 LH0760.The dynamic height is computed by dividing the NAVD 88
 LH0760.geopotential number by the normal gravity value computed on the
 LH0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0760.degrees latitude (g = 980.6199 gals.).
 LH0760
 LH0760.The modeled gravity was interpolated from observed gravity values.
 LH0760
 LH0760;                    North         East    Units  Estimated Accuracy
 LH0760;SPC NE       -    52,510.      539,380.      MT  (+/- 180 meters Scaled)
 LH0760
 LH0760                          SUPERSEDED SURVEY CONTROL
 LH0760
 LH0760  NGVD 29 (??/??/92)  670.436  (m)         2199.59   (f) ADJ UNCH    2 0
 LH0760
 LH0760.Superseded values are not recommended for survey control.
 LH0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0760.See file dsdata.txt to determine how the superseded data were derived.
 LH0760
 LH0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK543617(NAD 83)
 LH0760_MARKER: DB = BENCH MARK DISK
 LH0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0760_STAMPING: F 166 1934
 LH0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0760+STABILITY: SURFACE MOTION
 LH0760
 LH0760  HISTORY     - Date     Condition        Report By
 LH0760  HISTORY     - 1934     MONUMENTED       CGS
 LH0760
 LH0760                          STATION DESCRIPTION
 LH0760
 LH0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0760'2.7 MI NE FROM MASCOT.
 LH0760'2.7 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0760'RAILROAD FROM THE STATION AT MASCOT, HARLAN COUNTY, 600 FEET
 LH0760'SOUTH OF MILEPOST 224, 111 FEET NORTHWEST OF BLOCK SIGNAL 2241,
 LH0760'AT A ROAD CROSSING, 90 FET WEST OF THE CENTER LINE OF THE TRACK,
 LH0760'20 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD,
 LH0760'AND 3 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED F 166
 LH0760'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0597 ***********************************************************************
 LH0597  DESIGNATION -  F 168 RESET
 LH0597  PID         -  LH0597
 LH0597  STATE/COUNTY-  NE/KEARNEY
 LH0597  USGS QUAD   -  KEARNEY (1983)
 LH0597
 LH0597                         *CURRENT SURVEY CONTROL
 LH0597  ___________________________________________________________________
 LH0597* NAD 83(1986)-  40 38 21.     (N)    099 05 04.     (W)     SCALED    
 LH0597* NAVD 88     -       654.45   (meters)    2147.1    (feet)  RESET     
 LH0597  ___________________________________________________________________
 LH0597  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH0597
 LH0597  VERT ORDER  -  THIRD
 LH0597
 LH0597.The horizontal coordinates were scaled from a topographic map and have
 LH0597.an estimated accuracy of +/- 6 seconds.
 LH0597
 LH0597.The orthometric height was computed from unverified reset data.
 LH0597
 LH0597.The geoid height was determined by GEOID03.
 LH0597
 LH0597;                    North         East    Units  Estimated Accuracy
 LH0597;SPC NE       -    89,880.      577,430.      MT  (+/- 180 meters Scaled)
 LH0597
 LH0597                          SUPERSEDED SURVEY CONTROL
 LH0597
 LH0597  NGVD 29 (??/??/??)  654.19   (m)         2146.3    (f) RESET       3  
 LH0597
 LH0597.Superseded values are not recommended for survey control.
 LH0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0597.See file dsdata.txt to determine how the superseded data were derived.
 LH0597
 LH0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK928987(NAD 83)
 LH0597_MARKER: DB = BENCH MARK DISK
 LH0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0597_SP_SET: CULVERT
 LH0597_STAMPING: F 168 1934 RESET 1961
 LH0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0597
 LH0597  HISTORY     - Date     Condition        Report By
 LH0597  HISTORY     - 1961     MONUMENTED       CGS
 LH0597  HISTORY     - 1962     GOOD             NGS
 LH0597
 LH0597                          STATION DESCRIPTION
 LH0597
 LH0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LH0597'4.1 MI S FROM KEARNEY.
 LH0597'4.1 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE POST OFFICE AT
 LH0597'KEARNEY, 630 FEET SOUTH OF THE JUNCTION OF STATE HIGHWAY 10, 26
 LH0597'FEET EAST OF THE CENTERLINE OF HIGHWAY 44 AND SET IN THE TOP OF
 LH0597'A CONCRETE CULVERT HEADWALL ON THE EAST SHOULDER OF THE HIGHWAY.
 LH0597
 LH0597                          STATION RECOVERY (1962)
 LH0597
 LH0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 LH0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0352 ***********************************************************************
 LH0352  DESIGNATION -  F 169 RESET
 LH0352  PID         -  LH0352
 LH0352  STATE/COUNTY-  NE/FRANKLIN
 LH0352  USGS QUAD   -  MACON (1973)
 LH0352
 LH0352                         *CURRENT SURVEY CONTROL
 LH0352  ___________________________________________________________________
 LH0352* NAD 83(1986)-  40 13 11.     (N)    098 57 08.     (W)     SCALED    
 LH0352* NAVD 88     -       648.11   (meters)    2126.3    (feet)  RESET     
 LH0352  ___________________________________________________________________
 LH0352  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 LH0352
 LH0352  VERT ORDER  -  THIRD
 LH0352
 LH0352.The horizontal coordinates were scaled from a topographic map and have
 LH0352.an estimated accuracy of +/- 6 seconds.
 LH0352
 LH0352.The orthometric height was computed from unverified reset data.
 LH0352
 LH0352.The geoid height was determined by GEOID03.
 LH0352
 LH0352;                    North         East    Units  Estimated Accuracy
 LH0352;SPC NE       -    43,440.      589,180.      MT  (+/- 180 meters Scaled)
 LH0352
 LH0352                          SUPERSEDED SURVEY CONTROL
 LH0352
 LH0352  NGVD 29 (??/??/??)  647.85   (m)         2125.5    (f) RESET       3  
 LH0352
 LH0352.Superseded values are not recommended for survey control.
 LH0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0352.See file dsdata.txt to determine how the superseded data were derived.
 LH0352
 LH0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK040521(NAD 83)
 LH0352_MARKER: DB = BENCH MARK DISK
 LH0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0352_STAMPING: F 169 RESET 1947
 LH0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0352+STABILITY: SURFACE MOTION
 LH0352
 LH0352  HISTORY     - Date     Condition        Report By
 LH0352  HISTORY     - 1947     MONUMENTED       NEDR
 LH0352  HISTORY     - 1958     GOOD             NGS
 LH0352
 LH0352                          STATION DESCRIPTION
 LH0352
 LH0352'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1947
 LH0352'9 MI N FROM FRANKLIN.
 LH0352'9.0 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO, BURLINGTON
 LH0352'AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN COUNTY,
 LH0352'ABOUT 1 MILE NORTH OF MACON, AT THE INTERSECTION OF A COUNTY
 LH0352'ROAD, 97.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 35
 LH0352'FEET NORTH OF THE CENTER LINE OF THE ROAD, NEAR A CULVERT, AND
 LH0352'77 FEET WEST AND 27 FEET SOUTH OF THE CENTER OF THE WEST
 LH0352'HEADWALL.  A STANDARD DISK, STAMPED F 169 RESET 1947 AND SET
 LH0352'IN THE TOP OF A CONCRETE POST.
 LH0352
 LH0352                          STATION RECOVERY (1958)
 LH0352
 LH0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LH0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0560 ***********************************************************************
 ML0560  DESIGNATION -  F 17
 ML0560  PID         -  ML0560
 ML0560  STATE/COUNTY-  NE/CUSTER
 ML0560  USGS QUAD   -  SARGENT SE (1978)
 ML0560
 ML0560                         *CURRENT SURVEY CONTROL
 ML0560  ___________________________________________________________________
 ML0560* NAD 83(1986)-  41 37 11.     (N)    099 22 17.     (W)     SCALED    
 ML0560* NAVD 88     -       718.471  (meters)    2357.18   (feet)  ADJUSTED  
 ML0560  ___________________________________________________________________
 ML0560  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 ML0560  DYNAMIC HT  -         718.112 (meters)    2356.01  (feet)  COMP
 ML0560  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 ML0560
 ML0560  VERT ORDER  -  FIRST     CLASS II
 ML0560
 ML0560.The horizontal coordinates were scaled from a topographic map and have
 ML0560.an estimated accuracy of +/- 6 seconds.
 ML0560
 ML0560.The orthometric height was determined by differential leveling
 ML0560.and adjusted by the National Geodetic Survey in June 1991..
 ML0560
 ML0560.The geoid height was determined by GEOID03.
 ML0560
 ML0560.The dynamic height is computed by dividing the NAVD 88
 ML0560.geopotential number by the normal gravity value computed on the
 ML0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0560.degrees latitude (g = 980.6199 gals.).
 ML0560
 ML0560.The modeled gravity was interpolated from observed gravity values.
 ML0560
 ML0560;                    North         East    Units  Estimated Accuracy
 ML0560;SPC NE       -   198,530.      552,370.      MT  (+/- 180 meters Scaled)
 ML0560
 ML0560                          SUPERSEDED SURVEY CONTROL
 ML0560
 ML0560  NGVD 29 (??/??/92)  718.218  (m)         2356.35   (f) ADJ UNCH    1 2
 ML0560
 ML0560.Superseded values are not recommended for survey control.
 ML0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0560.See file dsdata.txt to determine how the superseded data were derived.
 ML0560
 ML0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM690076(NAD 83)
 ML0560_MARKER: DB = BENCH MARK DISK
 ML0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0560+STABILITY: SURFACE MOTION
 ML0560
 ML0560  HISTORY     - Date     Condition        Report By
 ML0560  HISTORY     - UNK      MONUMENTED       CGS
 ML0560  HISTORY     - 1933     GOOD             NGS
 ML0560  HISTORY     - 1934     GOOD             NGS
 ML0560
 ML0560                          STATION DESCRIPTION
 ML0560
 ML0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0560'1.5 MI S FROM SARGENT.
 ML0560'1.5 MILES SOUTH.  MARK IS 0.5 MILE SOUTH OF THE HWY. BRIDGE OVER
 ML0560'THE MIDDLE LOUP RIVER.  IT IS 31 FT. EAST OF CENTER OF HWY. 83,
 ML0560'70 FT. SOUTH OF TELEPHONE POLE MARKED B.M. AND IS 1 FT. EAST OF
 ML0560'FENCE.
 ML0560
 ML0560                          STATION RECOVERY (1934)
 ML0560
 ML0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ML0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0311 ***********************************************************************
 LH0311  DESIGNATION -  F 170
 LH0311  PID         -  LH0311
 LH0311  STATE/COUNTY-  NE/NUCKOLLS
 LH0311  USGS QUAD   -  DEWEESE (1960)
 LH0311
 LH0311                         *CURRENT SURVEY CONTROL
 LH0311  ___________________________________________________________________
 LH0311* NAD 83(1986)-  40 19 59.     (N)    098 12 05.     (W)     SCALED    
 LH0311* NAVD 88     -       531.655  (meters)    1744.27   (feet)  ADJUSTED  
 LH0311  ___________________________________________________________________
 LH0311  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LH0311  DYNAMIC HT  -         531.345 (meters)    1743.25  (feet)  COMP
 LH0311  MODELED GRAV-     980,026.3   (mgal)                       NAVD 88
 LH0311
 LH0311  VERT ORDER  -  SECOND    CLASS 0
 LH0311
 LH0311.The horizontal coordinates were scaled from a topographic map and have
 LH0311.an estimated accuracy of +/- 6 seconds.
 LH0311
 LH0311.The orthometric height was determined by differential leveling
 LH0311.and adjusted by the National Geodetic Survey in June 1991..
 LH0311
 LH0311.The geoid height was determined by GEOID03.
 LH0311
 LH0311.The dynamic height is computed by dividing the NAVD 88
 LH0311.geopotential number by the normal gravity value computed on the
 LH0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0311.degrees latitude (g = 980.6199 gals.).
 LH0311
 LH0311.The modeled gravity was interpolated from observed gravity values.
 LH0311
 LH0311;                    North         East    Units  Estimated Accuracy
 LH0311;SPC NE       -    57,080.      652,810.      MT  (+/- 180 meters Scaled)
 LH0311
 LH0311                          SUPERSEDED SURVEY CONTROL
 LH0311
 LH0311  NGVD 29 (??/??/92)  531.450  (m)         1743.60   (f) ADJ UNCH    2 0
 LH0311
 LH0311.Superseded values are not recommended for survey control.
 LH0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0311.See file dsdata.txt to determine how the superseded data were derived.
 LH0311
 LH0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK678650(NAD 83)
 LH0311_MARKER: DB = BENCH MARK DISK
 LH0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0311_STAMPING: F 170 1934
 LH0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0311+STABILITY: SURFACE MOTION
 LH0311
 LH0311  HISTORY     - Date     Condition        Report By
 LH0311  HISTORY     - 1934     MONUMENTED       CGS
 LH0311
 LH0311                          STATION DESCRIPTION
 LH0311
 LH0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0311'3.7 MI SW FROM DEWEESE.
 LH0311'IN NUCKOLLS COUNTY, 3.7 MILES SOUTHWEST ALONG THE CHICAGO,
 LH0311'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT DEWEESE,
 LH0311'CLAY COUNTY, 16 RAILS WEST OF A ROAD CROSSING, 33 FEET SOUTH
 LH0311'OF THE CENTERLINE OF THE TRACK, AND 20 FEET WEST OF A GATE.
 LH0311'A STANDARD DISK, STAMPED F 170 1934 AND SET IN THE TOP OF A
 LH0311'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0563 ***********************************************************************
 LG0563  DESIGNATION -  F 171
 LG0563  PID         -  LG0563
 LG0563  STATE/COUNTY-  NE/JEFFERSON
 LG0563  USGS QUAD   -  GLADSTONE (1960)
 LG0563
 LG0563                         *CURRENT SURVEY CONTROL
 LG0563  ___________________________________________________________________
 LG0563* NAD 83(1986)-  40 13 50.     (N)    097 21 00.     (W)     SCALED    
 LG0563* NAVD 88     -       426.772  (meters)    1400.17   (feet)  ADJUSTED  
 LG0563  ___________________________________________________________________
 LG0563  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 LG0563  DYNAMIC HT  -         426.528 (meters)    1399.37  (feet)  COMP
 LG0563  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 LG0563
 LG0563  VERT ORDER  -  SECOND    CLASS 0
 LG0563
 LG0563.The horizontal coordinates were scaled from a topographic map and have
 LG0563.an estimated accuracy of +/- 6 seconds.
 LG0563
 LG0563.The orthometric height was determined by differential leveling
 LG0563.and adjusted by the National Geodetic Survey in June 1991..
 LG0563
 LG0563.The geoid height was determined by GEOID03.
 LG0563
 LG0563.The dynamic height is computed by dividing the NAVD 88
 LG0563.geopotential number by the normal gravity value computed on the
 LG0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0563.degrees latitude (g = 980.6199 gals.).
 LG0563
 LG0563.The modeled gravity was interpolated from observed gravity values.
 LG0563
 LG0563;                    North         East    Units  Estimated Accuracy
 LG0563;SPC NE       -    47,560.      725,470.      MT  (+/- 180 meters Scaled)
 LG0563
 LG0563                          SUPERSEDED SURVEY CONTROL
 LG0563
 LG0563  NGVD 29 (??/??/92)  426.614  (m)         1399.65   (f) ADJ UNCH    2 0
 LG0563
 LG0563.Superseded values are not recommended for survey control.
 LG0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0563.See file dsdata.txt to determine how the superseded data were derived.
 LG0563
 LG0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK403546(NAD 83)
 LG0563_MARKER: DB = BENCH MARK DISK
 LG0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0563_STAMPING: F 171 1934
 LG0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0563+STABILITY: SURFACE MOTION
 LG0563
 LG0563  HISTORY     - Date     Condition        Report By
 LG0563  HISTORY     - 1934     MONUMENTED       CGS
 LG0563  HISTORY     - 1981     GOOD             LOCENG
 LG0563
 LG0563                          STATION DESCRIPTION
 LG0563
 LG0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0563'2.6 MI SE FROM ALEXANDRIA.
 LG0563'IN JEFFERSON COUNTY, 2.6 MILES SOUTHEAST ALONG THE UNION
 LG0563'PACIFIC RAILROAD FROM THE STATION AT ALEXANDRIA, THAYER COUNTY,
 LG0563'AT MILEPOST 165, AT A ROAD CROSSING, 75 FEET NORTH OF THE
 LG0563'CENTERLINE OF THE TRACK, AND 30 FEET WEST OF THE CENTERLINE
 LG0563'OF THE ROAD.  A STANDARD DISK, STAMPED F 171 1934 AND SET IN
 LG0563'THE TOP OF A CONCRETE POST.
 LG0563
 LG0563                          STATION RECOVERY (1981)
 LG0563
 LG0563'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0636 ***********************************************************************
 LG0636  DESIGNATION -  F 172
 LG0636  PID         -  LG0636
 LG0636  STATE/COUNTY-  NE/THAYER
 LG0636  USGS QUAD   -  CHESTER (1980)
 LG0636
 LG0636                         *CURRENT SURVEY CONTROL
 LG0636  ___________________________________________________________________
 LG0636* NAD 83(1986)-  40 00 39.     (N)    097 37 08.     (W)     SCALED    
 LG0636* NAVD 88     -       498.774  (meters)    1636.39   (feet)  ADJUSTED  
 LG0636  ___________________________________________________________________
 LG0636  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 LG0636  DYNAMIC HT  -         498.486 (meters)    1635.45  (feet)  COMP
 LG0636  MODELED GRAV-     980,032.8   (mgal)                       NAVD 88
 LG0636
 LG0636  VERT ORDER  -  SECOND    CLASS 0
 LG0636
 LG0636.The horizontal coordinates were scaled from a topographic map and have
 LG0636.an estimated accuracy of +/- 6 seconds.
 LG0636
 LG0636.The orthometric height was determined by differential leveling
 LG0636.and adjusted by the National Geodetic Survey in June 1991..
 LG0636
 LG0636.The geoid height was determined by GEOID03.
 LG0636
 LG0636.The dynamic height is computed by dividing the NAVD 88
 LG0636.geopotential number by the normal gravity value computed on the
 LG0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0636.degrees latitude (g = 980.6199 gals.).
 LG0636
 LG0636.The modeled gravity was interpolated from observed gravity values.
 LG0636
 LG0636;                    North         East    Units  Estimated Accuracy
 LG0636;SPC NE       -    22,510.      703,270.      MT  (+/- 180 meters Scaled)
 LG0636
 LG0636                          SUPERSEDED SURVEY CONTROL
 LG0636
 LG0636  NGVD 29 (??/??/92)  498.613  (m)         1635.87   (f) ADJ UNCH    2 0
 LG0636
 LG0636.Superseded values are not recommended for survey control.
 LG0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0636.See file dsdata.txt to determine how the superseded data were derived.
 LG0636
 LG0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK178298(NAD 83)
 LG0636_MARKER: DB = BENCH MARK DISK
 LG0636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0636_SP_SET: TOWER FOOTING
 LG0636_STAMPING: F 172 1934
 LG0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0636
 LG0636  HISTORY     - Date     Condition        Report By
 LG0636  HISTORY     - 1934     MONUMENTED       CGS
 LG0636  HISTORY     - 1941     GOOD             NGS
 LG0636
 LG0636                          STATION DESCRIPTION
 LG0636
 LG0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0636'AT CHESTER.
 LG0636'AT CHESTER, THAYER COUNTY, ON U.S. HIGHWAY 81, 100 FEET WEST OF
 LG0636'THE CENTERLINE OF THE HIGHWAY, 63 FEET SOUTH OF THE CENTERLINE OF
 LG0636'AN EAST-AND-WEST STREET, AT THE CITY WATER TOWER, IN THE CONCRETE
 LG0636'FOOTING FOR THE SOUTHEAST SUPPORT, AND 15 FEET WEST OF THE
 LG0636'SOUTHWEST CORNER OF THE BRICK FIRE WALL.  A STANDARD DISK, STAMPED
 LG0636'F 172 1934.  NOTE-- 1941 REPORT-- BENCH MARK IS COVERED WITH
 LG0636'CINDERS.
 LG0636
 LG0636                          STATION RECOVERY (1941)
 LG0636
 LG0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LG0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0614 ***********************************************************************
 LG0614  DESIGNATION -  F 173
 LG0614  PID         -  LG0614
 LG0614  STATE/COUNTY-  NE/FILLMORE
 LG0614  USGS QUAD   -  STRANG (1969)
 LG0614
 LG0614                         *CURRENT SURVEY CONTROL
 LG0614  ___________________________________________________________________
 LG0614* NAD 83(1986)-  40 24 57.     (N)    097 34 38.     (W)     SCALED    
 LG0614* NAVD 88     -       491.341  (meters)    1612.01   (feet)  ADJUSTED  
 LG0614  ___________________________________________________________________
 LG0614  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 LG0614  DYNAMIC HT  -         491.054 (meters)    1611.07  (feet)  COMP
 LG0614  MODELED GRAV-     980,026.1   (mgal)                       NAVD 88
 LG0614
 LG0614  VERT ORDER  -  SECOND    CLASS 0
 LG0614
 LG0614.The horizontal coordinates were scaled from a topographic map and have
 LG0614.an estimated accuracy of +/- 6 seconds.
 LG0614
 LG0614.The orthometric height was determined by differential leveling
 LG0614.and adjusted by the National Geodetic Survey in June 1991..
 LG0614
 LG0614.The geoid height was determined by GEOID03.
 LG0614
 LG0614.The dynamic height is computed by dividing the NAVD 88
 LG0614.geopotential number by the normal gravity value computed on the
 LG0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0614.degrees latitude (g = 980.6199 gals.).
 LG0614
 LG0614.The modeled gravity was interpolated from observed gravity values.
 LG0614
 LG0614;                    North         East    Units  Estimated Accuracy
 LG0614;SPC NE       -    67,560.      705,570.      MT  (+/- 180 meters Scaled)
 LG0614
 LG0614                          SUPERSEDED SURVEY CONTROL
 LG0614
 LG0614  NGVD 29 (??/??/92)  491.155  (m)         1611.40   (f) ADJ UNCH    2 0
 LG0614
 LG0614.Superseded values are not recommended for survey control.
 LG0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0614.See file dsdata.txt to determine how the superseded data were derived.
 LG0614
 LG0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK207748(NAD 83)
 LG0614_MARKER: DB = BENCH MARK DISK
 LG0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0614_STAMPING: F 173 1934
 LG0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0614+STABILITY: SURFACE MOTION
 LG0614
 LG0614  HISTORY     - Date     Condition        Report By
 LG0614  HISTORY     - 1934     MONUMENTED       CGS
 LG0614  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0614
 LG0614                          STATION DESCRIPTION
 LG0614
 LG0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0614'AT STRANG.
 LG0614'AT THE EAST EDGE OF STRANG, FILLMORE COUNTY, ON THE CHICAGO,
 LG0614'BURLINGTON AND QUINCY RAILROAD, AT A ROAD CROSSING, 55 FEET SOUTH
 LG0614'OF THE CENTER LINE OF THE TRACK, 45 FEET WEST OF THE CROSS ROAD
 LG0614'AND A POWER-TRANSMISSION LINE.  A STANDARD DISK, STAMPED F 173 1934
 LG0614'AND SET IN THE TOP OF A CONCRETE POST.
 LG0614
 LG0614                          STATION RECOVERY (1967)
 LG0614
 LG0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0234 ***********************************************************************
 LG0234  DESIGNATION -  F 174
 LG0234  PID         -  LG0234
 LG0234  STATE/COUNTY-  NE/GAGE
 LG0234  USGS QUAD   -  BLUE SPRINGS (1964)
 LG0234
 LG0234                         *CURRENT SURVEY CONTROL
 LG0234  ___________________________________________________________________
 LG0234* NAD 83(1986)-  40 08 20.     (N)    096 39 15.     (W)     SCALED    
 LG0234* NAVD 88     -       368.312  (meters)    1208.37   (feet)  ADJUSTED  
 LG0234  ___________________________________________________________________
 LG0234  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 LG0234  DYNAMIC HT  -         368.113 (meters)    1207.72  (feet)  COMP
 LG0234  MODELED GRAV-     980,074.9   (mgal)                       NAVD 88
 LG0234
 LG0234  VERT ORDER  -  SECOND    CLASS 0
 LG0234
 LG0234.The horizontal coordinates were scaled from a topographic map and have
 LG0234.an estimated accuracy of +/- 6 seconds.
 LG0234
 LG0234.The orthometric height was determined by differential leveling
 LG0234.and adjusted by the National Geodetic Survey in June 1991..
 LG0234
 LG0234.The geoid height was determined by GEOID03.
 LG0234
 LG0234.The dynamic height is computed by dividing the NAVD 88
 LG0234.geopotential number by the normal gravity value computed on the
 LG0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0234.degrees latitude (g = 980.6199 gals.).
 LG0234
 LG0234.The modeled gravity was interpolated from observed gravity values.
 LG0234
 LG0234;                    North         East    Units  Estimated Accuracy
 LG0234;SPC NE       -    39,440.      785,050.      MT  (+/- 180 meters Scaled)
 LG0234
 LG0234                          SUPERSEDED SURVEY CONTROL
 LG0234
 LG0234  NGVD 29 (??/??/92)  368.204  (m)         1208.02   (f) ADJ UNCH    2 0
 LG0234
 LG0234.Superseded values are not recommended for survey control.
 LG0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0234.See file dsdata.txt to determine how the superseded data were derived.
 LG0234
 LG0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK998458(NAD 83)
 LG0234_MARKER: DB = BENCH MARK DISK
 LG0234_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LG0234_SP_SET: RETAINING WALL
 LG0234_STAMPING: F 174 1934
 LG0234_MARK LOGO: CGS   
 LG0234_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0234+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 LG0234
 LG0234  HISTORY     - Date     Condition        Report By
 LG0234  HISTORY     - 1934     MONUMENTED       CGS
 LG0234  HISTORY     - 19980218 GOOD             NGS
 LG0234
 LG0234                          STATION DESCRIPTION
 LG0234
 LG0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0234'AT BLUE SPRINGS.
 LG0234'AT BLUE SPRINGS, GAGE COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0234'100 FEET NORTHWEST OF THE STATION, AT THE GAGE COUNTY ELECTRIC
 LG0234'CO. POWER BUILDING, 10 FEET NORTH OF THE NORTHEAST CORNER, AT
 LG0234'THE EAST END OF THE DAM, AND IN THE TOP OF THE CONCRETE WALL.
 LG0234'A STANDARD DISK, STAMPED F 174 1934.
 LG0234
 LG0234                          STATION RECOVERY (1998)
 LG0234
 LG0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (JAO)
 LG0234'RECOVERED IN GOOD CONDITION, IN BLUE SPRINGS, AT AN OLD ABANDONED
 LG0234'ELECTRIC POWER GENERATING BUILDING, JUST SOUTH OF THE EAST END OF THE
 LG0234'BROAD STREET BRIDGE OVER THE BIG BLUE RIVER, CEMENTED INTO A DRILLED
 LG0234'HOLE IN THE TOP OF A MASSIVE CONCRETE RETAINING WALL, EAST OF THE END
 LG0234'OF A LOW, RIVER DAM AND 10 FT (3.0 M) NORTH OF THE NORTHEAST CORNER OF
 LG0234'THE OLD BUILDING.  THE MARK IS IN THE NE1/4, SEC16, T2N, R7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0216 ***********************************************************************
 LG0216  DESIGNATION -  F 175
 LG0216  PID         -  LG0216
 LG0216  STATE/COUNTY-  NE/PAWNEE
 LG0216  USGS QUAD   -  TABLE ROCK (1965)
 LG0216
 LG0216                         *CURRENT SURVEY CONTROL
 LG0216  ___________________________________________________________________
 LG0216* NAD 83(1986)-  40 11 16.     (N)    096 05 04.     (W)     SCALED    
 LG0216* NAVD 88     -       314.466  (meters)    1031.71   (feet)  ADJUSTED  
 LG0216  ___________________________________________________________________
 LG0216  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LG0216  DYNAMIC HT  -         314.294 (meters)    1031.15  (feet)  COMP
 LG0216  MODELED GRAV-     980,071.5   (mgal)                       NAVD 88
 LG0216
 LG0216  VERT ORDER  -  SECOND    CLASS 0
 LG0216
 LG0216.The horizontal coordinates were scaled from a topographic map and have
 LG0216.an estimated accuracy of +/- 6 seconds.
 LG0216
 LG0216.The orthometric height was determined by differential leveling
 LG0216.and adjusted by the National Geodetic Survey in June 1991..
 LG0216
 LG0216.The geoid height was determined by GEOID03.
 LG0216
 LG0216.The dynamic height is computed by dividing the NAVD 88
 LG0216.geopotential number by the normal gravity value computed on the
 LG0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0216.degrees latitude (g = 980.6199 gals.).
 LG0216
 LG0216.The modeled gravity was interpolated from observed gravity values.
 LG0216
 LG0216;                    North         East    Units  Estimated Accuracy
 LG0216;SPC NE       -    46,900.      833,310.      MT  (+/- 180 meters Scaled)
 LG0216
 LG0216                          SUPERSEDED SURVEY CONTROL
 LG0216
 LG0216  NGVD 29 (??/??/92)  314.378  (m)         1031.42   (f) ADJ UNCH    2 0
 LG0216
 LG0216.Superseded values are not recommended for survey control.
 LG0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0216.See file dsdata.txt to determine how the superseded data were derived.
 LG0216
 LG0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK482526(NAD 83)
 LG0216_MARKER: DB = BENCH MARK DISK
 LG0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0216_SP_SET: BRIDGE
 LG0216_STAMPING: F 175 1934
 LG0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0216
 LG0216  HISTORY     - Date     Condition        Report By
 LG0216  HISTORY     - 1934     MONUMENTED       CGS
 LG0216  HISTORY     - 1945     GOOD             NGS
 LG0216  HISTORY     - 1981     GOOD             LOCSUR
 LG0216
 LG0216                          STATION DESCRIPTION
 LG0216
 LG0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0216'1.4 MI N FROM TABLE ROCK.
 LG0216'1.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0216'FROM THE CITY WATER TOWER AT TABLE ROCK, PAWNEE COUNTY, 3 POLES
 LG0216'SOUTH OF THE CENTER LINE OF A CROSS ROAD, 6 RAILS SOUTH OF A
 LG0216'SEMAPHORE, AT BRIDGE 0.87, AND IN THE TOP OF THE NORTHEAST CORNER.
 LG0216'A STANDARD DISK, STAMPED F 175 1934.
 LG0216
 LG0216                          STATION RECOVERY (1945)
 LG0216
 LG0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 LG0216'RECOVERED IN GOOD CONDITION.
 LG0216
 LG0216                          STATION RECOVERY (1981)
 LG0216
 LG0216'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LG0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0286 ***********************************************************************
 LG0286  DESIGNATION -  F 176
 LG0286  PID         -  LG0286
 LG0286  STATE/COUNTY-  NE/GAGE
 LG0286  USGS QUAD   -  FILLEY (1980)
 LG0286
 LG0286                         *CURRENT SURVEY CONTROL
 LG0286  ___________________________________________________________________
 LG0286* NAD 83(1986)-  40 17 21.     (N)    096 32 06.     (W)     SCALED    
 LG0286* NAVD 88     -       421.567  (meters)    1383.09   (feet)  ADJUSTED  
 LG0286  ___________________________________________________________________
 LG0286  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 LG0286  DYNAMIC HT  -         421.344 (meters)    1382.36  (feet)  COMP
 LG0286  MODELED GRAV-     980,082.2   (mgal)                       NAVD 88
 LG0286
 LG0286  VERT ORDER  -  SECOND    CLASS 0
 LG0286
 LG0286.The horizontal coordinates were scaled from a topographic map and have
 LG0286.an estimated accuracy of +/- 6 seconds.
 LG0286
 LG0286.The orthometric height was determined by differential leveling
 LG0286.and adjusted by the National Geodetic Survey in June 1991..
 LG0286
 LG0286.The geoid height was determined by GEOID03.
 LG0286
 LG0286.The dynamic height is computed by dividing the NAVD 88
 LG0286.geopotential number by the normal gravity value computed on the
 LG0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0286.degrees latitude (g = 980.6199 gals.).
 LG0286
 LG0286.The modeled gravity was interpolated from observed gravity values.
 LG0286
 LG0286;                    North         East    Units  Estimated Accuracy
 LG0286;SPC NE       -    56,520.      794,520.      MT  (+/- 180 meters Scaled)
 LG0286
 LG0286                          SUPERSEDED SURVEY CONTROL
 LG0286
 LG0286  NGVD 29 (??/??/92)  421.459  (m)         1382.74   (f) ADJ UNCH    2 0
 LG0286
 LG0286.Superseded values are not recommended for survey control.
 LG0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0286.See file dsdata.txt to determine how the superseded data were derived.
 LG0286
 LG0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK095627(NAD 83)
 LG0286_MARKER: DB = BENCH MARK DISK
 LG0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0286_SP_SET: BRIDGE
 LG0286_STAMPING: F 176 1934
 LG0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0286
 LG0286  HISTORY     - Date     Condition        Report By
 LG0286  HISTORY     - 1934     MONUMENTED       CGS
 LG0286  HISTORY     - 1966     GOOD             LOCENG
 LG0286
 LG0286                          STATION DESCRIPTION
 LG0286
 LG0286'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 LG0286'AT FILLEY.
 LG0286'AT FILLEY, GAGE COUNTY, ON STATE HIGHWAY 3, ABOUT 1/8 MILE
 LG0286'NORTH OF THE ABANDONED CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0286'TRACK, AT A CONCRETE BRIDGE ON THE HIGHWAY, AND IN THE TOP OF
 LG0286'THE SOUTHWEST CONCRETE WING WALL.  A STANDARD DISK, STAMPED
 LG0286'F 176 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0792 ***********************************************************************
 LF0792  DESIGNATION -  F 177
 LF0792  PID         -  LF0792
 LF0792  STATE/COUNTY-  NE/OTOE
 LF0792  USGS QUAD   -  JULIAN (1984)
 LF0792
 LF0792                         *CURRENT SURVEY CONTROL
 LF0792  ___________________________________________________________________
 LF0792* NAD 83(1986)-  40 31 22.     (N)    095 52 14.     (W)     SCALED    
 LF0792* NAVD 88     -       305.964  (meters)    1003.82   (feet)  ADJUSTED  
 LF0792  ___________________________________________________________________
 LF0792  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LF0792  DYNAMIC HT  -         305.801 (meters)    1003.28  (feet)  COMP
 LF0792  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 LF0792
 LF0792  VERT ORDER  -  SECOND    CLASS 0
 LF0792
 LF0792.The horizontal coordinates were scaled from a topographic map and have
 LF0792.an estimated accuracy of +/- 6 seconds.
 LF0792
 LF0792.The orthometric height was determined by differential leveling
 LF0792.and adjusted by the National Geodetic Survey in June 1991..
 LF0792.WARNING-Repeat measurements at this control monument indicate possible
 LF0792.vertical movement.
 LF0792
 LF0792.The geoid height was determined by GEOID03.
 LF0792
 LF0792.The dynamic height is computed by dividing the NAVD 88
 LF0792.geopotential number by the normal gravity value computed on the
 LF0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0792.degrees latitude (g = 980.6199 gals.).
 LF0792
 LF0792.The modeled gravity was interpolated from observed gravity values.
 LF0792
 LF0792;                    North         East    Units  Estimated Accuracy
 LF0792;SPC NE       -    84,900.      849,720.      MT  (+/- 180 meters Scaled)
 LF0792
 LF0792                          SUPERSEDED SURVEY CONTROL
 LF0792
 LF0792  NGVD 29 (??/??/92)  305.865  (m)         1003.49   (f) ADJ UNCH    2 0
 LF0792
 LF0792.Superseded values are not recommended for survey control.
 LF0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0792.See file dsdata.txt to determine how the superseded data were derived.
 LF0792
 LF0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE568897(NAD 83)
 LF0792_MARKER: DB = BENCH MARK DISK
 LF0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0792_STAMPING: F 177 1934
 LF0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0792+STABILITY: SURFACE MOTION
 LF0792
 LF0792  HISTORY     - Date     Condition        Report By
 LF0792  HISTORY     - 1934     MONUMENTED       CGS
 LF0792  HISTORY     - 1947     GOOD             NGS
 LF0792  HISTORY     - 1979     GOOD             LOCSUR
 LF0792
 LF0792                          STATION DESCRIPTION
 LF0792
 LF0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0792'AT JULIAN.
 LF0792'AT JULIAN, 3 POLES NORTH OF THE MISSOURI PACIFIC RAILROAD STATION,
 LF0792'352.0 FEET EAST OF THE NORTHEAST CORNER OF A STEEL BRIDGE OVER ROCK
 LF0792'CREEK, 97.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE
 LF0792'RAILROAD, 89.5 FEET NORTHWEST OF AND ACROSS THE NEMAHA-OTOE
 LF0792'COUNTY LINE ROAD FROM A GUY WIRE BRACED POWER LINE POLE, 51.0
 LF0792'FEET WEST OF A RAILROAD RIGHT OF WAY FENCE CORNER POST, 29.7
 LF0792'FEET WEST OF A TELEPHONE POLE, 29.0 FEET NORTH OF THE NEMAHA-OTOE
 LF0792'COUNTY LINE ROAD, 1.0 FOOT WEST OF A REFERENCE POST, 0.3 FOOT
 LF0792'SOUTH OF THE NORTH RIGHT OF WAY FENCE, SET IN A CONCRETE POST
 LF0792'ABOUT 2 FEET BELOW THE ROAD AND ABOUT 0.1 FOOT BELOW THE SURFACE
 LF0792'OF THE GROUND.
 LF0792
 LF0792                          STATION RECOVERY (1979)
 LF0792
 LF0792'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 LF0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0597 ***********************************************************************
 LF0597  DESIGNATION -  F 178
 LF0597  PID         -  LF0597
 LF0597  STATE/COUNTY-  NE/RICHARDSON
 LF0597  USGS QUAD   -  FALLS CITY (1984)
 LF0597
 LF0597                         *CURRENT SURVEY CONTROL
 LF0597  ___________________________________________________________________
 LF0597* NAD 83(1986)-  40 02 14.     (N)    095 30 40.     (W)     SCALED    
 LF0597* NAVD 88     -       268.899  (meters)     882.21   (feet)  ADJUSTED  
 LF0597  ___________________________________________________________________
 LF0597  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LF0597  DYNAMIC HT  -         268.748 (meters)     881.72  (feet)  COMP
 LF0597  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 LF0597
 LF0597  VERT ORDER  -  SECOND    CLASS 0
 LF0597
 LF0597.The horizontal coordinates were scaled from a topographic map and have
 LF0597.an estimated accuracy of +/- 6 seconds.
 LF0597
 LF0597.The orthometric height was determined by differential leveling
 LF0597.and adjusted by the National Geodetic Survey in June 1991..
 LF0597
 LF0597.The geoid height was determined by GEOID03.
 LF0597
 LF0597.The dynamic height is computed by dividing the NAVD 88
 LF0597.geopotential number by the normal gravity value computed on the
 LF0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0597.degrees latitude (g = 980.6199 gals.).
 LF0597
 LF0597.The modeled gravity was interpolated from observed gravity values.
 LF0597
 LF0597;                    North         East    Units  Estimated Accuracy
 LF0597;SPC NE       -    32,580.      882,940.      MT  (+/- 180 meters Scaled)
 LF0597
 LF0597                          SUPERSEDED SURVEY CONTROL
 LF0597
 LF0597  NGVD 29 (??/??/92)  268.830  (m)          881.99   (f) ADJ UNCH    2 0
 LF0597
 LF0597.Superseded values are not recommended for survey control.
 LF0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0597.See file dsdata.txt to determine how the superseded data were derived.
 LF0597
 LF0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE857349(NAD 83)
 LF0597_MARKER: DB = BENCH MARK DISK
 LF0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0597_SP_SET: CULVERT
 LF0597_STAMPING: F 178 1934
 LF0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0597
 LF0597  HISTORY     - Date     Condition        Report By
 LF0597  HISTORY     - 1934     MONUMENTED       CGS
 LF0597  HISTORY     - 1947     GOOD             NGS
 LF0597
 LF0597                          STATION DESCRIPTION
 LF0597
 LF0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0597'0.2 MI E FROM PRESTON.
 LF0597'0.25 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0597'FROM THE STATION AT PRESTON, AT A ROAD CROSSING, 120.6 FEET
 LF0597'NORTHWEST OF AND ACROSS THE TRACK FROM THE NORTHWEST CORNER OF
 LF0597'THE STONE FOUNDATION OF A GRAIN ELEVATOR, 73.5 FEET SOUTHEAST
 LF0597'OF U.S. GEOLOGICAL SURVEY BENCH MARK P.T.S. 23, 36.0 FEET EAST
 LF0597'OF THE CENTER OF A NORTH-SOUTH ROAD, 19.8 FEET NORTH OF THE
 LF0597'NORTH RAIL OF THE MAIN TRACK, SET IN THE TOP AND 1.2 FOOT
 LF0597'SOUTHEAST OF THE NORTHWEST CORNER OF THE NORTH HEAD WALL OF AN
 LF0597'8-FOOT CONCRETE CULVERT UNDER THE TRACK, ABOUT THE SAME
 LF0597'ELEVATION AS THE BASE OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0443 ***********************************************************************
 NN0443  DESIGNATION -  F 18
 NN0443  PID         -  NN0443
 NN0443  STATE/COUNTY-  NE/ROCK
 NN0443  USGS QUAD   -  STONEHOUSE RANCH NW (1981)
 NN0443
 NN0443                         *CURRENT SURVEY CONTROL
 NN0443  ___________________________________________________________________
 NN0443* NAD 83(1986)-  42 12 50.     (N)    099 28 05.     (W)     SCALED    
 NN0443* NAVD 88     -       780.225  (meters)    2559.79   (feet)  ADJUSTED  
 NN0443  ___________________________________________________________________
 NN0443  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 NN0443  DYNAMIC HT  -         779.882 (meters)    2558.66  (feet)  COMP
 NN0443  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 NN0443
 NN0443  VERT ORDER  -  FIRST     CLASS II
 NN0443
 NN0443.The horizontal coordinates were scaled from a topographic map and have
 NN0443.an estimated accuracy of +/- 6 seconds.
 NN0443
 NN0443.The orthometric height was determined by differential leveling
 NN0443.and adjusted by the National Geodetic Survey in June 1991..
 NN0443
 NN0443.The geoid height was determined by GEOID03.
 NN0443
 NN0443.The dynamic height is computed by dividing the NAVD 88
 NN0443.geopotential number by the normal gravity value computed on the
 NN0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0443.degrees latitude (g = 980.6199 gals.).
 NN0443
 NN0443.The modeled gravity was interpolated from observed gravity values.
 NN0443
 NN0443;                    North         East    Units  Estimated Accuracy
 NN0443;SPC NE       -   264,440.      543,910.      MT  (+/- 180 meters Scaled)
 NN0443
 NN0443                          SUPERSEDED SURVEY CONTROL
 NN0443
 NN0443  NGVD 29 (??/??/92)  779.966  (m)         2558.94   (f) ADJ UNCH    1 2
 NN0443
 NN0443.Superseded values are not recommended for survey control.
 NN0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0443.See file dsdata.txt to determine how the superseded data were derived.
 NN0443
 NN0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM613736(NAD 83)
 NN0443_MARKER: DB = BENCH MARK DISK
 NN0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0443_STAMPING: 2558.938 F 18 1933
 NN0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0443+STABILITY: SURFACE MOTION
 NN0443
 NN0443  HISTORY     - Date     Condition        Report By
 NN0443  HISTORY     - 1933     MONUMENTED       CGS
 NN0443  HISTORY     - 1976     GOOD             USGS
 NN0443
 NN0443                          STATION DESCRIPTION
 NN0443
 NN0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0443'2 MI N FROM MIDWAY.
 NN0443'ABOUT 2 MILES NORTH ALONG U.S. HIGHWAY 183 FROM MIDWAY, ROCK
 NN0443'COUNTY, ABOUT 0.8 MILE NORTH OF THE ROAD LEADING TO ROSE, AND
 NN0443'36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 NN0443'STAMPED 2558.938 F 18 1933 AND SET IN THE TOP OF A CONCRETE POST
 NN0443'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 NN0443
 NN0443                          STATION RECOVERY (1976)
 NN0443
 NN0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0443'ROSE STORE AND POST OFFICE, 1 1/2 MI. N., 3.0 MI. E. AND 0.8 MI. N.
 NN0443'ALONG U.S. HWY 183 AND ROCK COUNTY GRAVEL RDS., 3.0 MI. W. AND 0.8
 NN0443'MI. N. OF THE ROSE CHURCH, T-26-N, R-18-W, ABOUT 1150 FT. S. OF THE
 NN0443'NW COR. OF SECTION 19, 36 FT. E. OF THE GRAVEL RD., AT THE BASE OF
 NN0443'METAL WITNESS SIGN. A STD. TABLET SET IN TOP OF CONC. POST FLUSH WITH
 NN0443'GROUND, STAMPED 2558.938 F 18 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0267 ***********************************************************************
 NN0267  DESIGNATION -  F 19
 NN0267  PID         -  NN0267
 NN0267  STATE/COUNTY-  NE/HOLT
 NN0267  USGS QUAD   -  MEEK SW (1954)
 NN0267
 NN0267                         *CURRENT SURVEY CONTROL
 NN0267  ___________________________________________________________________
 NN0267* NAD 83(1986)-  42 36 08.     (N)    098 39 28.     (W)     SCALED    
 NN0267* NAVD 88     -       604.198  (meters)    1982.27   (feet)  ADJUSTED  
 NN0267  ___________________________________________________________________
 NN0267  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 NN0267  DYNAMIC HT  -         603.969 (meters)    1981.52  (feet)  COMP
 NN0267  MODELED GRAV-     980,222.0   (mgal)                       NAVD 88
 NN0267
 NN0267  VERT ORDER  -  FIRST     CLASS II
 NN0267
 NN0267.The horizontal coordinates were scaled from a topographic map and have
 NN0267.an estimated accuracy of +/- 6 seconds.
 NN0267
 NN0267.The orthometric height was determined by differential leveling
 NN0267.and adjusted by the National Geodetic Survey in June 1991..
 NN0267
 NN0267.The geoid height was determined by GEOID03.
 NN0267
 NN0267.The dynamic height is computed by dividing the NAVD 88
 NN0267.geopotential number by the normal gravity value computed on the
 NN0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0267.degrees latitude (g = 980.6199 gals.).
 NN0267
 NN0267.The modeled gravity was interpolated from observed gravity values.
 NN0267
 NN0267;                    North         East    Units  Estimated Accuracy
 NN0267;SPC NE       -   308,290.      610,130.      MT  (+/- 180 meters Scaled)
 NN0267
 NN0267                          SUPERSEDED SURVEY CONTROL
 NN0267
 NN0267  NGVD 29 (??/??/92)  603.968  (m)         1981.52   (f) ADJ UNCH    1 2
 NN0267
 NN0267.Superseded values are not recommended for survey control.
 NN0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0267.See file dsdata.txt to determine how the superseded data were derived.
 NN0267
 NN0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN280167(NAD 83)
 NN0267_MARKER: DB = BENCH MARK DISK
 NN0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0267_STAMPING: 1981.518 F 19 1933
 NN0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0267+STABILITY: SURFACE MOTION
 NN0267
 NN0267  HISTORY     - Date     Condition        Report By
 NN0267  HISTORY     - 1933     MONUMENTED       CGS
 NN0267  HISTORY     - 1953     MARK NOT FOUND   USGS
 NN0267
 NN0267                          STATION DESCRIPTION
 NN0267
 NN0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0267'10.4 MI N FROM O NEILL.
 NN0267'10.4 MILES NORTH ALONG U.S. HIGHWAY 281 FROM O NEILL, HOLT
 NN0267'COUNTY, 0.4 MILE NORTH OF A LANE LEADING TO A GREEN HOUSE ON THE
 NN0267'WEST SIDE OF THE HIGHWAY AND OWNED IN 1933 BY C. MATTHEWS, 0.35
 NN0267'MILE SOUTH OF A LANE LEADING TO THE FARM OF C. FARR (OWNED IN
 NN0267'1933 BY ANDREW WITTLAUFFER), 300 FEET SOUTH OF A SMALL CONCRETE
 NN0267'CULVERT, 85.5 FEET SOUTH OF A CORNER OF A QUARTER-SECTION LINE
 NN0267'FENCE, 75 FEET NORTH OF A 2-FOOT CORRUGATED-METAL CULVERT WITH
 NN0267'CONCRETE HEAD WALLS, 30 FEET EAST OF THE CENTER LINE OF THE
 NN0267'HIGHWAY, OPPOSITE THE SEVENTH POWER-TRANSMISSION LINE POLE SOUTH
 NN0267'OF THE FARR HOME, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK,
 NN0267'STAMPED 1981.518 F 19 1933 AND SET IN THE TOP OF A CONCRETE
 NN0267'POST PROJECTING 4 INCHES ABOVE GROUND.
 NN0267
 NN0267                          STATION RECOVERY (1953)
 NN0267
 NN0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NN0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1259 ***********************************************************************
 NM1259  DESIGNATION -  F 2
 NM1259  PID         -  NM1259
 NM1259  STATE/COUNTY-  NE/PIERCE
 NM1259  USGS QUAD   -  PLAINVIEW (1963)
 NM1259
 NM1259                         *CURRENT SURVEY CONTROL
 NM1259  ___________________________________________________________________
 NM1259* NAD 83(1986)-  42 20 59.     (N)    097 47 44.     (W)     SCALED    
 NM1259* NAVD 88     -       517.449  (meters)    1697.66   (feet)  ADJUSTED  
 NM1259  ___________________________________________________________________
 NM1259  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 NM1259  DYNAMIC HT  -         517.257 (meters)    1697.03  (feet)  COMP
 NM1259  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 NM1259
 NM1259  VERT ORDER  -  FIRST     CLASS II
 NM1259
 NM1259.The horizontal coordinates were scaled from a topographic map and have
 NM1259.an estimated accuracy of +/- 6 seconds.
 NM1259
 NM1259.The orthometric height was determined by differential leveling
 NM1259.and adjusted by the National Geodetic Survey in June 1991..
 NM1259
 NM1259.The geoid height was determined by GEOID03.
 NM1259
 NM1259.The dynamic height is computed by dividing the NAVD 88
 NM1259.geopotential number by the normal gravity value computed on the
 NM1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1259.degrees latitude (g = 980.6199 gals.).
 NM1259
 NM1259.The modeled gravity was interpolated from observed gravity values.
 NM1259
 NM1259;                    North         East    Units  Estimated Accuracy
 NM1259;SPC NE       -   281,710.      681,570.      MT  (+/- 180 meters Scaled)
 NM1259
 NM1259                          SUPERSEDED SURVEY CONTROL
 NM1259
 NM1259  NGVD 29 (??/??/92)  517.264  (m)         1697.06   (f) ADJ UNCH    1 2
 NM1259
 NM1259.Superseded values are not recommended for survey control.
 NM1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1259.See file dsdata.txt to determine how the superseded data were derived.
 NM1259
 NM1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM992893(NAD 83)
 NM1259_MARKER: B = BOLT
 NM1259_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM1259_SP_SET: BUILDING
 NM1259_MARK LOGO: NONE  
 NM1259_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1259+STABILITY: SURFACE MOTION
 NM1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1259+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1259
 NM1259  HISTORY     - Date     Condition        Report By
 NM1259  HISTORY     - UNK      MONUMENTED       CGS
 NM1259  HISTORY     - 1934     GOOD             NGS
 NM1259  HISTORY     - 1934     GOOD             NGS
 NM1259  HISTORY     - 19971130 GOOD             LOCSUR
 NM1259  HISTORY     - 19991025 GOOD             NGS
 NM1259
 NM1259                          STATION DESCRIPTION
 NM1259
 NM1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NM1259'AT PLAINVIEW.
 NM1259'AT PLAINVIEW, PIERCE COUNTY, AT THE NORTHEAST CORNER OF THE
 NM1259'INTERSECTION OF MAIN AND LOCUST STREETS, AT A BUILDING OWNED BY THE
 NM1259'PLAINVIEW STATE BANK, IN THE NINTH COURSE OF BRICK ABOVE THE CORNER
 NM1259'STONE AT THE SOUTHWEST CORNER, AND ON THE SECOND BRICK FROM THE
 NM1259'CORNER.  A CHISELED CROSS ON THE END OF A COPPER BOLT.  NOTE-- THE
 NM1259'CHISELED CROSS MARKING THE CENTER OF THIS BENCH MARK WAS NO LONGER
 NM1259'VISIBLE.
 NM1259
 NM1259                          STATION RECOVERY (1934)
 NM1259
 NM1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NM1259'RECOVERED IN GOOD CONDITION.
 NM1259
 NM1259                          STATION RECOVERY (1997)
 NM1259
 NM1259'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NM1259'AT PLAINVIEW, AT THE NORTHEAST CORNER OF THE INTERSECTION OF MAIN AND
 NM1259'LOCUST STREETS, AT THE BUILDING PRESENTLY OWNED BY BUSH AND ROE
 NM1259'INSURANCE-REAL ESTATE-LOANS, IN THE NINTH COURSE OF BRICK ABOVE THE
 NM1259'CORNER STONE AT THE SOUTHWEST CORNER, AND THE SECOND BRICK FROM THE
 NM1259'CORNER, 3.7 FEET (1.1 M) ABOVE THE SURFACE OF THE SIDEWALK, 1.05 FEET
 NM1259'(0.32 M) NORTH FROM THE SOUTHWEST CORNER OF THE BUILDING, 40.0 FEET
 NM1259'(12.2 M) EAST FROM THE CENTERLINE OF MAIN STREET, 48.3 FEET (14.7 M)
 NM1259'NORTH FROM THE CENTERLINE OF LOCUST STREET, .5 FEET (15.2 CM) NORTH
 NM1259'FROM THE SOUTH FACE OF THE BUILDING LINE OF THE BUSINESSES ALONG THE
 NM1259'NORTH SIDE OF LOCUST STREET.  A 1/2 INCH DIAMETER COPPER BOLT SET IN A
 NM1259'DRILL HOLE SURROUNDED BY LEAD AND SET HORIZONTALLY INTO THE FACE OF
 NM1259'THE BUILDING.  THE CROSS THAT ORIGINALLY MARKED THE CENTER OF THE BOLT
 NM1259'IS NO LONGER VISIBLE.
 NM1259
 NM1259                          STATION RECOVERY (1999)
 NM1259
 NM1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1259'IN PLAINVIEW, AT THE INTERSECTION OF MAIN STREET AND LOCUST AVENUE, A
 NM1259'COPPER BOLT SET VERTICALLY IN THE WEST FACE OF BUSH AND ROE INSURANCE
 NM1259'AND REAL ESTATE OFFICE, 14.7 M (48.2 FT) NORTH OF THE AVENUE CENTER,
 NM1259'12.3 M (40.4 FT) EAST OF THE STREET CENTER, 1.2 M (3.9 FT) ABOVE THE
 NM1259'GROUND SURFACE, AND 0.3 M (1.0 FT) NORTH OF THE SOUTHWEST CORNER OF
 NM1259'THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0187 ***********************************************************************
 NO0187  DESIGNATION -  F 20
 NO0187  PID         -  NO0187
 NO0187  STATE/COUNTY-  NE/CHERRY
 NO0187  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0187
 NO0187                         *CURRENT SURVEY CONTROL
 NO0187  ___________________________________________________________________
 NO0187* NAD 83(1986)-  42 53 30.     (N)    100 33 54.     (W)     SCALED    
 NO0187* NAVD 88     -       824.396  (meters)    2704.71   (feet)  ADJUSTED  
 NO0187  ___________________________________________________________________
 NO0187  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 NO0187  DYNAMIC HT  -         824.070 (meters)    2703.64  (feet)  COMP
 NO0187  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 NO0187
 NO0187  VERT ORDER  -  FIRST     CLASS II
 NO0187
 NO0187.The horizontal coordinates were scaled from a topographic map and have
 NO0187.an estimated accuracy of +/- 6 seconds.
 NO0187
 NO0187.The orthometric height was determined by differential leveling
 NO0187.and adjusted by the National Geodetic Survey in June 1991..
 NO0187
 NO0187.The geoid height was determined by GEOID03.
 NO0187
 NO0187.The dynamic height is computed by dividing the NAVD 88
 NO0187.geopotential number by the normal gravity value computed on the
 NO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0187.degrees latitude (g = 980.6199 gals.).
 NO0187
 NO0187.The modeled gravity was interpolated from observed gravity values.
 NO0187
 NO0187;                    North         East    Units  Estimated Accuracy
 NO0187;SPC NE       -   339,740.      453,850.      MT  (+/- 180 meters Scaled)
 NO0187
 NO0187                          SUPERSEDED SURVEY CONTROL
 NO0187
 NO0187  NGVD 29 (??/??/92)  824.112  (m)         2703.77   (f) ADJ UNCH    1 2
 NO0187
 NO0187.Superseded values are not recommended for survey control.
 NO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0187.See file dsdata.txt to determine how the superseded data were derived.
 NO0187
 NO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN722499(NAD 83)
 NO0187_MARKER: DB = BENCH MARK DISK
 NO0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0187_SP_SET: CONCRETE POST
 NO0187_STAMPING: F 20 1933
 NO0187_MARK LOGO: CGS   
 NO0187_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0187+STABILITY: SURFACE MOTION
 NO0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0187+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 NO0187
 NO0187  HISTORY     - Date     Condition        Report By
 NO0187  HISTORY     - 1933     MONUMENTED       CGS
 NO0187  HISTORY     - 19920723 GOOD             NGS
 NO0187
 NO0187                          STATION DESCRIPTION
 NO0187
 NO0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0187'1.5 MI N FROM VALENTINE.
 NO0187'ABOUT 1.5 MILES NORTH ALONG U.S. HIGHWAY 83 FROM VALENTINE
 NO0187'CHERRY COUNTY, ABOUT 700 FEET NORTH OF A WHITE HOUSE AND A GROUP
 NO0187'OF RED BARNS, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 NO0187'10 FEET NORTH OF A POLE, AND 5 FEET EAST OF A FENCE IN LINE
 NO0187'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED F 20 1933 AND
 NO0187'SET IN THE TOP OF A CONCRETE POST.
 NO0187
 NO0187                          STATION RECOVERY (1992)
 NO0187
 NO0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NO0187'3.4 KM (2.10 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0187'IN VALENTINE, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG A DIRT ROAD,
 NO0187'THENCE 0.6 KM (0.35 MI) SOUTHEASTERLY ALONG A DIRT ROAD, 103.2 M
 NO0187'(338.6 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 22.2 M
 NO0187'(72.8 FT) EAST-NORTHEAST OF A UTILITY POLE, 8.8 M (28.9 FT)
 NO0187'EAST-NORTHEAST OF THE CENTER OF THE ROAD, 1.5 M (4.9 FT)
 NO0187'EAST-NORTHEAST OF A WITNESS POST AND FENCE, 0.6 M (2.0 FT) ABOVE THE
 NO0187'LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0101 ***********************************************************************
 LJ0101  DESIGNATION -  F 200
 LJ0101  PID         -  LJ0101
 LJ0101  STATE/COUNTY-  NE/RED WILLOW
 LJ0101  USGS QUAD   -  MC COOK EAST (1983)
 LJ0101
 LJ0101                         *CURRENT SURVEY CONTROL
 LJ0101  ___________________________________________________________________
 LJ0101* NAD 83(1986)-  40 11 15.     (N)    100 37 09.     (W)     SCALED    
 LJ0101* NAVD 88     -       755.166  (meters)    2477.57   (feet)  ADJUSTED  
 LJ0101  ___________________________________________________________________
 LJ0101  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 LJ0101  DYNAMIC HT  -         754.664 (meters)    2475.93  (feet)  COMP
 LJ0101  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 LJ0101
 LJ0101  VERT ORDER  -  SECOND    CLASS 0
 LJ0101
 LJ0101.The horizontal coordinates were scaled from a topographic map and have
 LJ0101.an estimated accuracy of +/- 6 seconds.
 LJ0101
 LJ0101.The orthometric height was determined by differential leveling
 LJ0101.and adjusted by the National Geodetic Survey in June 1991..
 LJ0101
 LJ0101.The geoid height was determined by GEOID03.
 LJ0101
 LJ0101.The dynamic height is computed by dividing the NAVD 88
 LJ0101.geopotential number by the normal gravity value computed on the
 LJ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0101.degrees latitude (g = 980.6199 gals.).
 LJ0101
 LJ0101.The modeled gravity was interpolated from observed gravity values.
 LJ0101
 LJ0101;                    North         East    Units  Estimated Accuracy
 LJ0101;SPC NE       -    39,510.      447,280.      MT  (+/- 180 meters Scaled)
 LJ0101
 LJ0101                          SUPERSEDED SURVEY CONTROL
 LJ0101
 LJ0101  NGVD 29 (??/??/92)  754.852  (m)         2476.54   (f) ADJ UNCH    2 0
 LJ0101
 LJ0101.Superseded values are not recommended for survey control.
 LJ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0101.See file dsdata.txt to determine how the superseded data were derived.
 LJ0101
 LJ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK621498(NAD 83)
 LJ0101_MARKER: DB = BENCH MARK DISK
 LJ0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0101_SP_SET: BRIDGE ABUTMENT
 LJ0101_STAMPING: F 200 1934
 LJ0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0101
 LJ0101  HISTORY     - Date     Condition        Report By
 LJ0101  HISTORY     - 1934     MONUMENTED       CGS
 LJ0101  HISTORY     - 19991103 MARK NOT FOUND   NGS
 LJ0101
 LJ0101                          STATION DESCRIPTION
 LJ0101
 LJ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0101'1 MI S FROM MC COOK.
 LJ0101'1.0 MILE SOUTH OF BURLINGTON RR STATION AT MC COOK, IN THE
 LJ0101'NORTHEAST ABUTMENT OF CONCRETE BRIDGE OVER REPUBLICAN RIVER
 LJ0101'ON U.S. HIGHWAY 183.
 LJ0101
 LJ0101                          STATION RECOVERY (1999)
 LJ0101
 LJ0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0101'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0702 ***********************************************************************
 LH0702  DESIGNATION -  F 201
 LH0702  PID         -  LH0702
 LH0702  STATE/COUNTY-  NE/HARLAN
 LH0702  USGS QUAD   -  ALMA (1974)
 LH0702
 LH0702                         *CURRENT SURVEY CONTROL
 LH0702  ___________________________________________________________________
 LH0702* NAD 83(1986)-  40 01 51.     (N)    099 20 05.     (W)     SCALED    
 LH0702* NAVD 88     -       597.584  (meters)    1960.57   (feet)  ADJUSTED  
 LH0702  ___________________________________________________________________
 LH0702  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 LH0702  DYNAMIC HT  -         597.206 (meters)    1959.33  (feet)  COMP
 LH0702  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 LH0702
 LH0702  VERT ORDER  -  SECOND    CLASS 0
 LH0702
 LH0702.The horizontal coordinates were scaled from a topographic map and have
 LH0702.an estimated accuracy of +/- 6 seconds.
 LH0702
 LH0702.The orthometric height was determined by differential leveling
 LH0702.and adjusted by the National Geodetic Survey in June 1991..
 LH0702
 LH0702.The geoid height was determined by GEOID03.
 LH0702
 LH0702.The dynamic height is computed by dividing the NAVD 88
 LH0702.geopotential number by the normal gravity value computed on the
 LH0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0702.degrees latitude (g = 980.6199 gals.).
 LH0702
 LH0702.The modeled gravity was interpolated from observed gravity values.
 LH0702
 LH0702;                    North         East    Units  Estimated Accuracy
 LH0702;SPC NE       -    22,150.      556,780.      MT  (+/- 180 meters Scaled)
 LH0702
 LH0702                          SUPERSEDED SURVEY CONTROL
 LH0702
 LH0702  NGVD 29 (??/??/92)  597.334  (m)         1959.75   (f) ADJ UNCH    2 0
 LH0702
 LH0702.Superseded values are not recommended for survey control.
 LH0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0702.See file dsdata.txt to determine how the superseded data were derived.
 LH0702
 LH0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK714312(NAD 83)
 LH0702_MARKER: DB = BENCH MARK DISK
 LH0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0702_STAMPING: F 201 1934
 LH0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0702+STABILITY: SURFACE MOTION
 LH0702
 LH0702  HISTORY     - Date     Condition        Report By
 LH0702  HISTORY     - 1934     MONUMENTED       CGS
 LH0702  HISTORY     - 1974     MARK NOT FOUND   USGS
 LH0702
 LH0702                          STATION DESCRIPTION
 LH0702
 LH0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0702'5.2 MI SW FROM REPUBLICAN CITY.
 LH0702'5.2 MILES SOUTHWEST ALONG THE OLD ROADBED OF THE CHICAGO,
 LH0702'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT REPUBLICAN
 LH0702'CITY, HARLAN COUNTY, ON THE WEST SIDE OF THE OLD ROADBED, 535
 LH0702'FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST COUNTY ROAD
 LH0702'BETWEEN SECTIONS 22 AND 27, T 1 N, R 18 W, AND GUARDED BY A
 LH0702'2-1/2-INCH PIPE PAINTED WHITE WITH TWO BLACK STRIPES NEAR THE
 LH0702'TOP.  A STANDARD DISK, STAMPED F 201 1934 AND SET IN THE TOP
 LH0702'OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 LH0702
 LH0702                          STATION RECOVERY (1974)
 LH0702
 LH0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0117 ***********************************************************************
 LJ0117  DESIGNATION -  F 206
 LJ0117  PID         -  LJ0117
 LJ0117  STATE/COUNTY-  NE/HITCHCOCK
 LJ0117  USGS QUAD   -  CULBERTSON NW (1962)
 LJ0117
 LJ0117                         *CURRENT SURVEY CONTROL
 LJ0117  ___________________________________________________________________
 LJ0117* NAD 83(1986)-  40 14 04.     (N)    100 53 13.     (W)     SCALED    
 LJ0117* NAVD 88     -       795.427  (meters)    2609.66   (feet)  ADJUSTED  
 LJ0117  ___________________________________________________________________
 LJ0117  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 LJ0117  DYNAMIC HT  -         794.898 (meters)    2607.93  (feet)  COMP
 LJ0117  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 LJ0117
 LJ0117  VERT ORDER  -  SECOND    CLASS 0
 LJ0117
 LJ0117.The horizontal coordinates were scaled from a topographic map and have
 LJ0117.an estimated accuracy of +/- 6 seconds.
 LJ0117
 LJ0117.The orthometric height was determined by differential leveling
 LJ0117.and adjusted by the National Geodetic Survey in June 1991..
 LJ0117
 LJ0117.The geoid height was determined by GEOID03.
 LJ0117
 LJ0117.The dynamic height is computed by dividing the NAVD 88
 LJ0117.geopotential number by the normal gravity value computed on the
 LJ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0117.degrees latitude (g = 980.6199 gals.).
 LJ0117
 LJ0117.The modeled gravity was interpolated from observed gravity values.
 LJ0117
 LJ0117;                    North         East    Units  Estimated Accuracy
 LJ0117;SPC NE       -    44,920.      424,530.      MT  (+/- 180 meters Scaled)
 LJ0117
 LJ0117                          SUPERSEDED SURVEY CONTROL
 LJ0117
 LJ0117  NGVD 29 (??/??/92)  795.113  (m)         2608.63   (f) ADJ UNCH    2 0
 LJ0117
 LJ0117.Superseded values are not recommended for survey control.
 LJ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0117.See file dsdata.txt to determine how the superseded data were derived.
 LJ0117
 LJ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK394554(NAD 83)
 LJ0117_MARKER: DB = BENCH MARK DISK
 LJ0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0117_SP_SET: WALL
 LJ0117_STAMPING: F 206 1939
 LJ0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0117
 LJ0117  HISTORY     - Date     Condition        Report By
 LJ0117  HISTORY     - 1939     MONUMENTED       CGS
 LJ0117  HISTORY     - 1942     GOOD             NGS
 LJ0117
 LJ0117                          STATION DESCRIPTION
 LJ0117
 LJ0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LJ0117'3.6 MI W FROM CULBERTSON.
 LJ0117'3.6 MILES WEST ALONG THE CULBERTSON TO IMPERIAL BRANCH OF THE
 LJ0117'CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT
 LJ0117'CULBERTSON, HITCHCOCK COUNTY, AT AN IRRIGATION CONTROL GATE, IN
 LJ0117'THE TOP OF THE EAST END OF THE NORTH CONCRETE WALL, 98 YARDS
 LJ0117'NORTHEAST OF THE CROSSING OF U.S. HIGHWAY 34, 90 FEET NORTHWEST
 LJ0117'OF THE JUNCTION OF U.S. HIGHWAYS 6 AND 34, 30 FEET EAST OF THE
 LJ0117'CENTERLINE OF A FARM ROAD LEADING NORTH, AND 2 FEET LOWER THAN
 LJ0117'THE ROAD.  A STANDARD DISK, STAMPED F 206 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0503 ***********************************************************************
 LG0503  DESIGNATION -  F 207
 LG0503  PID         -  LG0503
 LG0503  STATE/COUNTY-  NE/SEWARD
 LG0503  USGS QUAD   -  MILFORD (1964)
 LG0503
 LG0503                         *CURRENT SURVEY CONTROL
 LG0503  ___________________________________________________________________
 LG0503* NAD 83(1986)-  40 50 25.     (N)    097 04 46.     (W)     SCALED    
 LG0503* NAVD 88     -       435.012  (meters)    1427.20   (feet)  ADJUSTED  
 LG0503  ___________________________________________________________________
 LG0503  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 LG0503  DYNAMIC HT  -         434.777 (meters)    1426.43  (feet)  COMP
 LG0503  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 LG0503
 LG0503  VERT ORDER  -  SECOND    CLASS 0
 LG0503
 LG0503.The horizontal coordinates were scaled from a topographic map and have
 LG0503.an estimated accuracy of +/- 6 seconds.
 LG0503
 LG0503.The orthometric height was determined by differential leveling
 LG0503.and adjusted by the National Geodetic Survey in June 1991..
 LG0503
 LG0503.The geoid height was determined by GEOID03.
 LG0503
 LG0503.The dynamic height is computed by dividing the NAVD 88
 LG0503.geopotential number by the normal gravity value computed on the
 LG0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0503.degrees latitude (g = 980.6199 gals.).
 LG0503
 LG0503.The modeled gravity was interpolated from observed gravity values.
 LG0503
 LG0503;                    North         East    Units  Estimated Accuracy
 LG0503;SPC NE       -   115,960.      746,200.      MT  (+/- 180 meters Scaled)
 LG0503
 LG0503                          SUPERSEDED SURVEY CONTROL
 LG0503
 LG0503  NGVD 29 (??/??/92)  434.832  (m)         1426.61   (f) ADJ UNCH    2 0
 LG0503
 LG0503.Superseded values are not recommended for survey control.
 LG0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0503.See file dsdata.txt to determine how the superseded data were derived.
 LG0503
 LG0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL619228(NAD 83)
 LG0503_MARKER: DB = BENCH MARK DISK
 LG0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0503_SP_SET: SIGNAL BASE
 LG0503_STAMPING: F 207 1939
 LG0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0503
 LG0503  HISTORY     - Date     Condition        Report By
 LG0503  HISTORY     - 1939     MONUMENTED       CGS
 LG0503
 LG0503                          STATION DESCRIPTION
 LG0503
 LG0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0503'0.8 MI N FROM RUBY.
 LG0503'0.8 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0503'FROM THE STATION AT RUBY, SEWARD COUNTY, AT A SIGNAL TOWER, IN
 LG0503'THE TOP OF THE NORTHWEST CORNER OF THE BASE, 12 FEET WEST OF
 LG0503'THE CENTER LINE OF THE TRACK, 10 FEET EAST OF THE CENTER LINE
 LG0503'OF A DIRT ROAD, AND ABOUT 1 FOOT HIGHER THAN THE TOP OF THE
 LG0503'RAIL.  A STANDARD DISK, STAMPED F 207 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0014 ***********************************************************************
 LG0014  DESIGNATION -  F 208
 LG0014  PID         -  LG0014
 LG0014  STATE/COUNTY-  NE/OTOE
 LG0014  USGS QUAD   -  SYRACUSE (1966)
 LG0014
 LG0014                         *CURRENT SURVEY CONTROL
 LG0014  ___________________________________________________________________
 LG0014* NAD 83(1986)-  40 38 22.     (N)    096 10 04.     (W)     SCALED    
 LG0014* NAVD 88     -       314.447  (meters)    1031.65   (feet)  ADJUSTED  
 LG0014  ___________________________________________________________________
 LG0014  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 LG0014  DYNAMIC HT  -         314.287 (meters)    1031.12  (feet)  COMP
 LG0014  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 LG0014
 LG0014  VERT ORDER  -  FIRST     CLASS II
 LG0014
 LG0014.The horizontal coordinates were scaled from a topographic map and have
 LG0014.an estimated accuracy of +/- 6 seconds.
 LG0014
 LG0014.The orthometric height was determined by differential leveling
 LG0014.and adjusted by the National Geodetic Survey in June 1991..
 LG0014
 LG0014.The geoid height was determined by GEOID03.
 LG0014
 LG0014.The dynamic height is computed by dividing the NAVD 88
 LG0014.geopotential number by the normal gravity value computed on the
 LG0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0014.degrees latitude (g = 980.6199 gals.).
 LG0014
 LG0014.The modeled gravity was interpolated from observed gravity values.
 LG0014
 LG0014;                    North         East    Units  Estimated Accuracy
 LG0014;SPC NE       -    96,680.      824,000.      MT  (+/- 180 meters Scaled)
 LG0014
 LG0014                          SUPERSEDED SURVEY CONTROL
 LG0014
 LG0014  NGVD 29 (??/??/92)  314.333  (m)         1031.27   (f) ADJ UNCH    1 2
 LG0014
 LG0014.Superseded values are not recommended for survey control.
 LG0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0014.See file dsdata.txt to determine how the superseded data were derived.
 LG0014
 LG0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL395025(NAD 83)
 LG0014_MARKER: DB = BENCH MARK DISK
 LG0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0014_STAMPING: F 208 1940
 LG0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0014+STABILITY: SURFACE MOTION
 LG0014
 LG0014  HISTORY     - Date     Condition        Report By
 LG0014  HISTORY     - 1940     MONUMENTED       CGS
 LG0014  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0014
 LG0014                          STATION DESCRIPTION
 LG0014
 LG0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0014'1.5 MI SE FROM SYRACUSE.
 LG0014'1.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0014'RAILROAD FROM THE STATION AT SYRACUSE, OTOE COUNTY, 0.2 MILE
 LG0014'SOUTHEAST OF MILEPOST 26, AT A FARMROAD CROSSING, 75 FEET
 LG0014'NORTHEAST OF THE CENTER OF THE CROSSING, 40.6 FEET EAST OF THE
 LG0014'CENTERLINE OF THE TRACK, 22 FEET WEST OF THE CENTERLINE OF A DIRT
 LG0014'ROAD, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 LG0014'DISK, STAMPED F 208 1940 AND SET IN THE TOP OF A CONCRETE POST
 LG0014'PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0014
 LG0014                          STATION RECOVERY (1964)
 LG0014
 LG0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0084 ***********************************************************************
 NO0084  DESIGNATION -  F 21
 NO0084  PID         -  NO0084
 NO0084  STATE/COUNTY-  NE/CHERRY
 NO0084  USGS QUAD   -  SQUARE LAKE (1987)
 NO0084
 NO0084                         *CURRENT SURVEY CONTROL
 NO0084  ___________________________________________________________________
 NO0084* NAD 83(1986)-  42 26 07.     (N)    100 54 40.     (W)     SCALED    
 NO0084* NAVD 88     -       938.357  (meters)    3078.59   (feet)  ADJUSTED  
 NO0084  ___________________________________________________________________
 NO0084  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 NO0084  DYNAMIC HT  -         937.919 (meters)    3077.16  (feet)  COMP
 NO0084  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 NO0084
 NO0084  VERT ORDER  -  FIRST     CLASS II
 NO0084
 NO0084.The horizontal coordinates were scaled from a topographic map and have
 NO0084.an estimated accuracy of +/- 6 seconds.
 NO0084
 NO0084.The orthometric height was determined by differential leveling
 NO0084.and adjusted by the National Geodetic Survey in June 1991..
 NO0084
 NO0084.The geoid height was determined by GEOID03.
 NO0084
 NO0084.The dynamic height is computed by dividing the NAVD 88
 NO0084.geopotential number by the normal gravity value computed on the
 NO0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0084.degrees latitude (g = 980.6199 gals.).
 NO0084
 NO0084.The modeled gravity was interpolated from observed gravity values.
 NO0084
 NO0084;                    North         East    Units  Estimated Accuracy
 NO0084;SPC NE       -   289,290.      425,050.      MT  (+/- 180 meters Scaled)
 NO0084
 NO0084                          SUPERSEDED SURVEY CONTROL
 NO0084
 NO0084  NGVD 29 (??/??/92)  938.047  (m)         3077.58   (f) ADJ UNCH    1 2
 NO0084
 NO0084.Superseded values are not recommended for survey control.
 NO0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0084.See file dsdata.txt to determine how the superseded data were derived.
 NO0084
 NO0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM428998(NAD 83)
 NO0084_MARKER: DB = BENCH MARK DISK
 NO0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0084_STAMPING: 3077.576 F 21 1933
 NO0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0084+STABILITY: SURFACE MOTION
 NO0084
 NO0084  HISTORY     - Date     Condition        Report By
 NO0084  HISTORY     - 1933     MONUMENTED       CGS
 NO0084  HISTORY     - 1934     GOOD             NGS
 NO0084  HISTORY     - 19850718 MARK NOT FOUND   USPSQD
 NO0084
 NO0084                          STATION DESCRIPTION
 NO0084
 NO0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0084'33.5 MI N FROM MULLEN.
 NO0084'IN CHERRY COUNTY, 33.5 MILES NORTH ALONG A DIRT ROAD FROM MULLEN,
 NO0084'HOOKER COUNTY, 2.4 MILES SOUTHWEST OF SEARS RANCH, 2.0 MILES
 NO0084'NORTHEAST OF THE W.B. SHERMAN RANCHHOUSE IN 1933, 1.2 MILES WEST
 NO0084'OF SQUARE LAKE, AT A VALLEY WHERE THE ROAD LEADS THROUGH A SMALL
 NO0084'PASS, AND 70 FEET SOUTH OF THE ABANDONED HIGHWAY.  A STANDARD
 NO0084'DISK, STAMPED 3077.576 F 21 1933 AND SET IN THE TOP OF A CONCRETE
 NO0084'POST PROJECTING 6 INCHES ABOVE GROUND.
 NO0084
 NO0084                          STATION RECOVERY (1934)
 NO0084
 NO0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NO0084'RECOVERED IN GOOD CONDITION.
 NO0084
 NO0084                          STATION RECOVERY (1985)
 NO0084
 NO0084'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 NO0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0437 ***********************************************************************
 LG0437  DESIGNATION -  F 210
 LG0437  PID         -  LG0437
 LG0437  STATE/COUNTY-  NE/SALINE
 LG0437  USGS QUAD   -  FRIEND (1966)
 LG0437
 LG0437                         *CURRENT SURVEY CONTROL
 LG0437  ___________________________________________________________________
 LG0437* NAD 83(1986)-  40 39 41.     (N)    097 17 32.     (W)     SCALED    
 LG0437* NAVD 88     -       479.339  (meters)    1572.63   (feet)  ADJUSTED  
 LG0437  ___________________________________________________________________
 LG0437  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0437  DYNAMIC HT  -         479.078 (meters)    1571.78  (feet)  COMP
 LG0437  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 LG0437
 LG0437  VERT ORDER  -  FIRST     CLASS II
 LG0437
 LG0437.The horizontal coordinates were scaled from a topographic map and have
 LG0437.an estimated accuracy of +/- 6 seconds.
 LG0437
 LG0437.The orthometric height was determined by differential leveling
 LG0437.and adjusted by the National Geodetic Survey in June 1991..
 LG0437
 LG0437.The geoid height was determined by GEOID03.
 LG0437
 LG0437.The dynamic height is computed by dividing the NAVD 88
 LG0437.geopotential number by the normal gravity value computed on the
 LG0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0437.degrees latitude (g = 980.6199 gals.).
 LG0437
 LG0437.The modeled gravity was interpolated from observed gravity values.
 LG0437
 LG0437;                    North         East    Units  Estimated Accuracy
 LG0437;SPC NE       -    95,520.      728,890.      MT  (+/- 180 meters Scaled)
 LG0437
 LG0437                          SUPERSEDED SURVEY CONTROL
 LG0437
 LG0437  NGVD 29 (??/??/92)  479.176  (m)         1572.10   (f) ADJ UNCH    1 2
 LG0437
 LG0437.Superseded values are not recommended for survey control.
 LG0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0437.See file dsdata.txt to determine how the superseded data were derived.
 LG0437
 LG0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL443025(NAD 83)
 LG0437_MARKER: DB = BENCH MARK DISK
 LG0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0437_STAMPING: F 210 1940
 LG0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0437+STABILITY: SURFACE MOTION
 LG0437
 LG0437  HISTORY     - Date     Condition        Report By
 LG0437  HISTORY     - 1940     MONUMENTED       CGS
 LG0437  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0437
 LG0437                          STATION DESCRIPTION
 LG0437
 LG0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0437'0.8 MI N FROM FRIEND.
 LG0437'0.8 MILE NORTH ALONG A GRAVEL COUNTY ROAD FROM THE CHICAGO,
 LG0437'BURLINGTON AND QUINCY RAILROAD STATION AT FRIEND, SALINE COUNTY,
 LG0437'AT THE LEE WALKER RESIDENCE, IN THE SOUTHWEST CORNER OF THE
 LG0437'FRONT YARD, 36 FEET EAST OF THE CENTERLINE OF THE ROAD, 21 FEET
 LG0437'SOUTH OF A PRIVATE DRIVEWAY, 10.2 FEET NORTH OF A TWIN CEDAR
 LG0437'TREE, AND 5 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED F
 LG0437'210 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 LG0437'ABOVE GROUND.
 LG0437
 LG0437                          STATION RECOVERY (1991)
 LG0437
 LG0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0437'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1281 ***********************************************************************
 LG1281  DESIGNATION -  F 210 RESET
 LG1281  PID         -  LG1281
 LG1281  STATE/COUNTY-  NE/SALINE
 LG1281  USGS QUAD   -  FRIEND (1966)
 LG1281
 LG1281                         *CURRENT SURVEY CONTROL
 LG1281  ___________________________________________________________________
 LG1281* NAD 83(1986)-  40 39 43.     (N)    097 17 33.     (W)     SCALED    
 LG1281* NAVD 88     -       478.510  (meters)    1569.91   (feet)  ADJUSTED  
 LG1281  ___________________________________________________________________
 LG1281  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG1281  DYNAMIC HT  -         478.249 (meters)    1569.06  (feet)  COMP
 LG1281  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 LG1281
 LG1281  VERT ORDER  -  FIRST     CLASS II
 LG1281
 LG1281.The horizontal coordinates were scaled from a topographic map and have
 LG1281.an estimated accuracy of +/- 6 seconds.
 LG1281
 LG1281.The orthometric height was determined by differential leveling
 LG1281.and adjusted by the National Geodetic Survey in May 1993..
 LG1281
 LG1281.The geoid height was determined by GEOID03.
 LG1281
 LG1281.The dynamic height is computed by dividing the NAVD 88
 LG1281.geopotential number by the normal gravity value computed on the
 LG1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1281.degrees latitude (g = 980.6199 gals.).
 LG1281
 LG1281.The modeled gravity was interpolated from observed gravity values.
 LG1281
 LG1281;                    North         East    Units  Estimated Accuracy
 LG1281;SPC NE       -    95,580.      728,870.      MT  (+/- 180 meters Scaled)
 LG1281
 LG1281                          SUPERSEDED SURVEY CONTROL
 LG1281
 LG1281.No superseded survey control is available for this station.
 LG1281
 LG1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL443026(NAD 83)
 LG1281_MARKER: DV = VERTICAL CONTROL DISK
 LG1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1281_SP_SET: CONCRETE POST
 LG1281_STAMPING: F-210 1940 RESET 1982
 LG1281_MARK LOGO: NGS   
 LG1281_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1281+STABILITY: SURFACE MOTION
 LG1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1281+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1281
 LG1281  HISTORY     - Date     Condition        Report By
 LG1281  HISTORY     - 1982     MONUMENTED       NEDR
 LG1281  HISTORY     - 19911008 GOOD             NGS
 LG1281
 LG1281                          STATION DESCRIPTION
 LG1281
 LG1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1281'26.0 KM (16.15 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1281'OF U.S. HIGHWAY 81 IN FAIRMONT, THENCE 0.8 KM (0.50 MI) NORTHERLY
 LG1281'ALONG STATE HIGHWAY 80 EAST LINK, NEAR THE NORTHWEST CORNER OF THE
 LG1281'WEBER RESIDENCE LAWN, 24.5 M (80.4 FT) NORTHWEST OF THE NORTHWEST
 LG1281'CORNER OF A BUILDING, 23.0 M (75.5 FT) NORTH OF THE CENTER OF A
 LG1281'DRIVEWAY, 13.7 M (44.9 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 LG1281'CENTERLINE, 4.5 M (14.8 FT) SOUTHEAST OF A RIGHT-OF-WAY MARKER, 3.9 M
 LG1281'(12.8 FT) WEST OF THE WEST FACE OF A ROUND STORAGE BIN, 0.3 M (1.0
 LG1281'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 LG1281'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1387 ***********************************************************************
 MK1387  DESIGNATION -  F 211
 MK1387  PID         -  MK1387
 MK1387  STATE/COUNTY-  NE/MERRICK
 MK1387  USGS QUAD   -  SILVER CREEK (1958)
 MK1387
 MK1387                         *CURRENT SURVEY CONTROL
 MK1387  ___________________________________________________________________
 MK1387* NAD 83(1986)-  41 17 38.     (N)    097 42 14.     (W)     SCALED    
 MK1387* NAVD 88     -       476.495  (meters)    1563.30   (feet)  ADJUSTED  
 MK1387  ___________________________________________________________________
 MK1387  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 MK1387  DYNAMIC HT  -         476.273 (meters)    1562.57  (feet)  COMP
 MK1387  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 MK1387
 MK1387  VERT ORDER  -  FIRST     CLASS II
 MK1387
 MK1387.The horizontal coordinates were scaled from a topographic map and have
 MK1387.an estimated accuracy of +/- 6 seconds.
 MK1387
 MK1387.The orthometric height was determined by differential leveling
 MK1387.and adjusted by the National Geodetic Survey in June 1991..
 MK1387
 MK1387.The geoid height was determined by GEOID03.
 MK1387
 MK1387.The dynamic height is computed by dividing the NAVD 88
 MK1387.geopotential number by the normal gravity value computed on the
 MK1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1387.degrees latitude (g = 980.6199 gals.).
 MK1387
 MK1387.The modeled gravity was interpolated from observed gravity values.
 MK1387
 MK1387;                    North         East    Units  Estimated Accuracy
 MK1387;SPC NE       -   164,710.      692,240.      MT  (+/- 180 meters Scaled)
 MK1387
 MK1387                          SUPERSEDED SURVEY CONTROL
 MK1387
 MK1387  NGVD 29 (??/??/92)  476.293  (m)         1562.64   (f) ADJ UNCH    1 2
 MK1387
 MK1387.Superseded values are not recommended for survey control.
 MK1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1387.See file dsdata.txt to determine how the superseded data were derived.
 MK1387
 MK1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL085721(NAD 83)
 MK1387_MARKER: DB = BENCH MARK DISK
 MK1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1387_STAMPING: F 211 1940
 MK1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1387+STABILITY: SURFACE MOTION
 MK1387
 MK1387  HISTORY     - Date     Condition        Report By
 MK1387  HISTORY     - 1940     MONUMENTED       CGS
 MK1387
 MK1387                          STATION DESCRIPTION
 MK1387
 MK1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1387'2.7 MI SW FROM SILVER CREEK.
 MK1387'2.7 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT SILVER
 MK1387'CREEK.  BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY
 MK1387'NO. 30, 300 FEET NORTHEAST OF MILEPOST NO. 105, 200 FEET EAST OF
 MK1387'CENTER OF INTERSECTION OF EAST-WEST ROAD AND RR., 61 FEET SOUTH OF
 MK1387'CENTERLINE OF THE SOUTH MAIN TRACK, 35 FEET NORTH OF CENTERLINE OF
 MK1387'HIGHWAY, 9.0 FEET NORTHEAST OF THE LAST ONE OF A ROW OF LARGE
 MK1387'COTTONWOOD TREES, 3.0 FEET SOUTHWEST OF A 4 X 4 INCH WHITE WOODEN
 MK1387'POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1135 ***********************************************************************
 MK1135  CBN         -  This is a Cooperative Base Network Control Station.
 MK1135  DESIGNATION -  F 213
 MK1135  PID         -  MK1135
 MK1135  STATE/COUNTY-  NE/MADISON
 MK1135  USGS QUAD   -  HUMPHREY (1976)
 MK1135
 MK1135                         *CURRENT SURVEY CONTROL
 MK1135  ___________________________________________________________________
 MK1135* NAD 83(1995)-  41 44 36.05881(N)    097 29 13.67981(W)     ADJUSTED  
 MK1135* NAVD 88     -       516.750  (meters)    1695.37   (feet)  ADJUSTED  
 MK1135  ___________________________________________________________________
 MK1135  X           -    -621,077.904 (meters)                     COMP
 MK1135  Y           -  -4,725,755.486 (meters)                     COMP
 MK1135  Z           -   4,224,704.420 (meters)                     COMP
 MK1135  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MK1135  ELLIP HEIGHT-         492.02  (meters)          (07/10/01) GPS OBS
 MK1135  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 MK1135  DYNAMIC HT  -         516.533 (meters)    1694.66  (feet)  COMP
 MK1135  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 MK1135
 MK1135  HORZ ORDER  -  B
 MK1135  VERT ORDER  -  FIRST     CLASS II
 MK1135  ELLP ORDER  -  FOURTH    CLASS I
 MK1135
 MK1135.The horizontal coordinates were established by GPS observations
 MK1135.and adjusted by the National Geodetic Survey in June 1996..
 MK1135
 MK1135.The orthometric height was determined by differential leveling
 MK1135.and adjusted by the National Geodetic Survey in June 1991..
 MK1135
 MK1135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK1135
 MK1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1135
 MK1135.The ellipsoidal height was determined by GPS observations
 MK1135.and is referenced to NAD 83.
 MK1135
 MK1135.The geoid height was determined by GEOID03.
 MK1135
 MK1135.The dynamic height is computed by dividing the NAVD 88
 MK1135.geopotential number by the normal gravity value computed on the
 MK1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1135.degrees latitude (g = 980.6199 gals.).
 MK1135
 MK1135.The modeled gravity was interpolated from observed gravity values.
 MK1135
 MK1135;                    North         East     Units Scale Factor Converg.
 MK1135;SPC NE       -   215,097.170   708,928.412   MT  0.99966716   +1 39 55.0
 MK1135;UTM  14      - 4,622,387.154   625,795.907   MT  0.99979473   +1 00 26.6
 MK1135
 MK1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1135!SPC NE       -   0.99992283  x   0.99966716  =   0.99959002
 MK1135!UTM  14      -   0.99992283  x   0.99979473  =   0.99971758
 MK1135
 MK1135                          SUPERSEDED SURVEY CONTROL
 MK1135
 MK1135  ELLIP H (06/25/96)  492.07   (m)                       GP(       ) 1 1
 MK1135  NAD 83(1986)-  41 44 36.06804(N)    097 29 13.68357(W) AD(       ) 1
 MK1135  NAVD 88 (06/25/96)  516.75   (m)         1695.4    (f) LEVELING    3  
 MK1135  NGVD 29 (??/??/92)  516.559  (m)         1694.74   (f) ADJ UNCH    1 2
 MK1135
 MK1135.Superseded values are not recommended for survey control.
 MK1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1135.See file dsdata.txt to determine how the superseded data were derived.
 MK1135
 MK1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2579622387(NAD 83)
 MK1135_MARKER: DB = BENCH MARK DISK
 MK1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1135_SP_SET: CONCRETE POST
 MK1135_STAMPING: F 213 1940
 MK1135_MARK LOGO: CGS   
 MK1135_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MK1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1135+STABILITY: SURFACE MOTION
 MK1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1135+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 MK1135
 MK1135  HISTORY     - Date     Condition        Report By
 MK1135  HISTORY     - 1940     MONUMENTED       CGS
 MK1135  HISTORY     - 19890413 GOOD             NGS
 MK1135  HISTORY     - 19950509 GOOD             NGS
 MK1135  HISTORY     - 20000605 GOOD             NEDR
 MK1135
 MK1135                          STATION DESCRIPTION
 MK1135
 MK1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1135'3.6 MI N FROM HUMPHREY.
 MK1135'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 0.2
 MK1135'MILE NORTH OF STATION SIGN PECK, 125 FEET NORTHWEST OF CENTER
 MK1135'OF INTERSECTION OF EAST-WEST GRAVEL ROAD AND TRACK, 112 FEET
 MK1135'NORTH OF CENTERLINE OF ROAD, 42.6 FEET WEST OF CENTERLINE OF
 MK1135'TRACK, AT NORTH END OF PECK SIDING, 3.4 FEET NORTH OF 4 X 4 INCH
 MK1135'WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 MK1135'0.5 FOOT.
 MK1135
 MK1135                          STATION RECOVERY (1989)
 MK1135
 MK1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK1135'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTH OF MADISON, 6.5 KM
 MK1135'(4.05 MI) NORTH OF HUMPHREY, AT THE PLATTE-MADISON COUNTY LINE, AT THE
 MK1135'JUNCTION OF A GRAVEL ROAD AND RAILROAD RIGHT-OF-WAY.
 MK1135'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 MK1135'HIGHWAY 91, ABOUT 2 KM (1.25 MI) EAST-NORTHEAST OF HUMPHREY, GO NORTH
 MK1135'ON U.S. HIGHWAY 81 FOR 4.75 KM (2.95 MI) TO A GRAVEL CROSSROAD AT THE
 MK1135'COUNTY LINE.  TURN LEFT AND GO WEST FOR 1.88 KM (1.15 MI) TO THE
 MK1135'RAILROAD TRACK AND THE STATION ON THE RIGHT.
 MK1135'THE STATION MARK IS SET 33.2 M (108.9 FT) NORTH OF THE ROAD CENTER,
 MK1135'13.0 M (42.7 FT) WEST OF THE WEST RAIL OF THE TRACKS, 4.2 M (13.8 FT)
 MK1135'WEST OF A TRACK ROAD CENTER, 0.9 METER EAST OF A FENCE, 0.3 M
 MK1135'(1.0 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT) EAST OF A LEANING 5
 MK1135'CM PIPE PROJECTING 1 M (3.3 FT) AND IS 1 CM BELOW THE SURFACE.
 MK1135'DESCRIBED BY G. R. HEID, TYPED BY R.D.BALL.
 MK1135
 MK1135                          STATION RECOVERY (1995)
 MK1135
 MK1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MK1135'THE MARK IS LOCATED ABOUT 6.25 MI (10.06 KM) SOUTH OF MADISON, 4.0 MI
 MK1135'(6.4 KM) NORTH OF HUMPHREY, AT THE MADISON/PLATTE COUNTY LINE, AT THE
 MK1135'CROSSING OF THE COUNTY LINE ROAD AND A RAILROAD, ON RAILROAD
 MK1135'RIGHT-OF-WAY, IN THE SE 1/4, SEC36, T21N, R2W.  TO REACH THE MARK FROM
 MK1135'THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 91, ABOUT 1.25 MI
 MK1135'(2.01 KM) EAST OF HUMPHREY, GO NORTH ON HIGHWAY 81 FOR 2.95 MI (4.75
 MK1135'KM) TO A GRAVELED CROSSROAD AT THE COUNTY LINE.  TURN LEFT AND GO WEST
 MK1135'1.15 MI (1.85 KM) TO THE CROSSING AND THE MARK ON THE RIGHT.  THE DISK
 MK1135'IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED
 MK1135'ABOUT 0.1 FT (3.0 CM) BELOW THE GROUND SURFACE.  IT IS 109.0 FT (33.2
 MK1135'M) NORTH FROM THE CENTERLINE OF THE ROAD, 42.7 FT (13.0 M) WEST OF THE
 MK1135'WEST RAIL OF THE TRACKS, 3.0 FT (0.9 M) EAST FROM A FENCE, 1.6 FT (0.5
 MK1135'M) EAST FROM AN OLD PIPE THAT LEANS TO THE WEST AND 1.0 FT (0.3 M)
 MK1135'SOUTH OF A WITNESS POST.
 MK1135
 MK1135                          STATION RECOVERY (2000)
 MK1135
 MK1135'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK1135'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1235 ***********************************************************************
 NM1235  DESIGNATION -  F 214
 NM1235  PID         -  NM1235
 NM1235  STATE/COUNTY-  NE/PIERCE
 NM1235  USGS QUAD   -  PIERCE (1976)
 NM1235
 NM1235                         *CURRENT SURVEY CONTROL
 NM1235  ___________________________________________________________________
 NM1235* NAD 83(1986)-  42 11 49.     (N)    097 31 30.     (W)     SCALED    
 NM1235* NAVD 88     -       483.411  (meters)    1585.99   (feet)  ADJUSTED  
 NM1235  ___________________________________________________________________
 NM1235  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NM1235  DYNAMIC HT  -         483.226 (meters)    1585.38  (feet)  COMP
 NM1235  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 NM1235
 NM1235  VERT ORDER  -  FIRST     CLASS II
 NM1235
 NM1235.The horizontal coordinates were scaled from a topographic map and have
 NM1235.an estimated accuracy of +/- 6 seconds.
 NM1235
 NM1235.The orthometric height was determined by differential leveling
 NM1235.and adjusted by the National Geodetic Survey in June 1991..
 NM1235
 NM1235.The geoid height was determined by GEOID03.
 NM1235
 NM1235.The dynamic height is computed by dividing the NAVD 88
 NM1235.geopotential number by the normal gravity value computed on the
 NM1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1235.degrees latitude (g = 980.6199 gals.).
 NM1235
 NM1235.The modeled gravity was interpolated from observed gravity values.
 NM1235
 NM1235;                    North         East    Units  Estimated Accuracy
 NM1235;SPC NE       -   265,350.      704,340.      MT  (+/- 180 meters Scaled)
 NM1235
 NM1235                          SUPERSEDED SURVEY CONTROL
 NM1235
 NM1235  NGVD 29 (??/??/92)  483.238  (m)         1585.42   (f) ADJ UNCH    1 2
 NM1235
 NM1235.Superseded values are not recommended for survey control.
 NM1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1235.See file dsdata.txt to determine how the superseded data were derived.
 NM1235
 NM1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM217726(NAD 83)
 NM1235_MARKER: DB = BENCH MARK DISK
 NM1235_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM1235_SP_SET: WALL
 NM1235_STAMPING: F 214 1940
 NM1235_MARK LOGO: CGS   
 NM1235_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1235+STABILITY: SURFACE MOTION
 NM1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1235+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1998
 NM1235
 NM1235  HISTORY     - Date     Condition        Report By
 NM1235  HISTORY     - 1940     MONUMENTED       CGS
 NM1235  HISTORY     - 1946     GOOD             NGS
 NM1235  HISTORY     - 1983     GOOD             LOCSUR
 NM1235  HISTORY     - 19981029 GOOD             NEDR
 NM1235
 NM1235                          STATION DESCRIPTION
 NM1235
 NM1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1235'AT PIERCE.
 NM1235'AT PIERCE, PIERCE COUNTY AT THE INTERSECTION OF WILLOW AND FLORENCE
 NM1235'STREETS, 87 FEET SOUTH OF THE CENTERLINE OF FLORENCE STREET,
 NM1235'78 FEET WEST OF THE CENTERLINE OF WILLOW STREET, IN THE EAST BRICK
 NM1235'WALL OF THE HIGH SCHOOL, 1 FOOT SOUTH OF THE NORTHEAST CORNER,
 NM1235'AND 4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED F 214
 NM1235'1940 AND SET VERTICALLY.
 NM1235
 NM1235                          STATION RECOVERY (1946)
 NM1235
 NM1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 NM1235'RECOVERED IN GOOD CONDITION.
 NM1235
 NM1235                          STATION RECOVERY (1983)
 NM1235
 NM1235'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1235'RECOVERED IN GOOD CONDITION.
 NM1235
 NM1235                          STATION RECOVERY (1998)
 NM1235
 NM1235'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (WH)
 NM1235'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO THE OLD
 NM1235'SCHOOL BUILDING BEING RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1128 ***********************************************************************
 AI1128  DESIGNATION -  F 214 RESET
 AI1128  PID         -  AI1128
 AI1128  STATE/COUNTY-  NE/PIERCE
 AI1128  USGS QUAD   -  PIERCE (1976)
 AI1128
 AI1128                         *CURRENT SURVEY CONTROL
 AI1128  ___________________________________________________________________
 AI1128* NAD 83(1986)-  42 11 49.     (N)    097 31 30.     (W)     SCALED    
 AI1128* NAVD 88     -       483.50   (meters)    1586.3    (feet)  RESET     
 AI1128  ___________________________________________________________________
 AI1128  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AI1128
 AI1128  VERT ORDER  -  THIRD
 AI1128
 AI1128.The horizontal coordinates were scaled from a topographic map and have
 AI1128.an estimated accuracy of +/- 6 seconds.
 AI1128
 AI1128.The orthometric height was computed from unverified reset data.
 AI1128.No vertical observational check was made to the station.
 AI1128
 AI1128.The geoid height was determined by GEOID03.
 AI1128
 AI1128;                    North         East    Units  Estimated Accuracy
 AI1128;SPC NE       -   265,350.      704,340.      MT  (+/- 180 meters Scaled)
 AI1128
 AI1128                          SUPERSEDED SURVEY CONTROL
 AI1128
 AI1128.No superseded survey control is available for this station.
 AI1128
 AI1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM217726(NAD 83)
 AI1128_MARKER: DV = VERTICAL CONTROL DISK
 AI1128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI1128_SP_SET: BUILDING WALL
 AI1128_STAMPING: F 214 RESET 1998
 AI1128_MARK LOGO: NGS   
 AI1128_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1128+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1128
 AI1128  HISTORY     - Date     Condition        Report By
 AI1128  HISTORY     - 1998     MONUMENTED       NEDR
 AI1128
 AI1128                          STATION DESCRIPTION
 AI1128
 AI1128'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1998 (WH)
 AI1128'THE MARK IS IN PIERCE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 AI1128'2ND STREET AND FLORENCE STREET, IN THE SW1/4, SEC26, T26N, R2W AND SET
 AI1128'VERTICALLY INTO THE WALL OF THE NORTHEAST CORNER OF THE HIGH SCHOOL
 AI1128'AUDITORIUM, 1.145 M (3.757 FT) ABOVE THE GROUND, 13.974 M (45.846 FT)
 AI1128'SOUTH OF THE CENTERLINE OF FLORENCE STREET, 10.154 M (33.314 FT)
 AI1128'WEST-SOUTHWEST OF A NAIL AND DISK IN A LIGHT POLE, 5.846 M (19.180 FT)
 AI1128'SOUTH-SOUTHWEST OF A PUNCHED MARK IN THE CAST RIM OF A WATER SHUTOFF
 AI1128'AND 0.200 M (0.656 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 AI1128'AUDITORIUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0532 ***********************************************************************
 LF0532  DESIGNATION -  F 215
 LF0532  PID         -  LF0532
 LF0532  STATE/COUNTY-  NE/RICHARDSON
 LF0532  USGS QUAD   -  FALLS CITY (1984)
 LF0532
 LF0532                         *CURRENT SURVEY CONTROL
 LF0532  ___________________________________________________________________
 LF0532* NAD 83(1986)-  40 03 08.     (N)    095 37 29.     (W)     SCALED    
 LF0532* NAVD 88     -       273.453  (meters)     897.15   (feet)  ADJUSTED  
 LF0532  ___________________________________________________________________
 LF0532  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LF0532  DYNAMIC HT  -         273.301 (meters)     896.65  (feet)  COMP
 LF0532  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 LF0532
 LF0532  VERT ORDER  -  SECOND    CLASS 0
 LF0532
 LF0532.The horizontal coordinates were scaled from a topographic map and have
 LF0532.an estimated accuracy of +/- 6 seconds.
 LF0532
 LF0532.The orthometric height was determined by differential leveling
 LF0532.and adjusted by the National Geodetic Survey in June 1991..
 LF0532
 LF0532.The geoid height was determined by GEOID03.
 LF0532
 LF0532.The dynamic height is computed by dividing the NAVD 88
 LF0532.geopotential number by the normal gravity value computed on the
 LF0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0532.degrees latitude (g = 980.6199 gals.).
 LF0532
 LF0532.The modeled gravity was interpolated from observed gravity values.
 LF0532
 LF0532;                    North         East    Units  Estimated Accuracy
 LF0532;SPC NE       -    33,750.      873,170.      MT  (+/- 180 meters Scaled)
 LF0532
 LF0532                          SUPERSEDED SURVEY CONTROL
 LF0532
 LF0532  NGVD 29 (??/??/92)  273.373  (m)          896.89   (f) ADJ UNCH    2 0
 LF0532
 LF0532.Superseded values are not recommended for survey control.
 LF0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0532.See file dsdata.txt to determine how the superseded data were derived.
 LF0532
 LF0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE761368(NAD 83)
 LF0532_MARKER: DB = BENCH MARK DISK
 LF0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0532_STAMPING: F 215 1945
 LF0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0532+STABILITY: SURFACE MOTION
 LF0532
 LF0532  HISTORY     - Date     Condition        Report By
 LF0532  HISTORY     - 1945     MONUMENTED       CGS
 LF0532
 LF0532                          STATION DESCRIPTION
 LF0532
 LF0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0532'1.2 MI W FROM FALLS CITY.
 LF0532'1.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0532'FROM THE STATION AT FALLS CITY, 125 FEET WEST OF A ROAD CROSSING,
 LF0532'85 FEET SOUTHEAST OF MILEPOST 21, 59 FEET EAST OF A TOOL SHED,
 LF0532'47.6 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 2 FEET
 LF0532'NORTH OF A FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LF0532'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  AN IRON BENCH MARK DISK,
 LF0532'STAMPED F 215 1945 AND SET IN THE TOP OF A CONCRETE POST
 LF0532'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0226 ***********************************************************************
 LG0226  DESIGNATION -  F 216
 LG0226  PID         -  LG0226
 LG0226  STATE/COUNTY-  NE/PAWNEE
 LG0226  USGS QUAD   -  TABLE ROCK (1965)
 LG0226
 LG0226                         *CURRENT SURVEY CONTROL
 LG0226  ___________________________________________________________________
 LG0226* NAD 83(1986)-  40 10 18.     (N)    096 04 15.     (W)     SCALED    
 LG0226* NAVD 88     -       313.002  (meters)    1026.91   (feet)  ADJUSTED  
 LG0226  ___________________________________________________________________
 LG0226  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LG0226  DYNAMIC HT  -         312.831 (meters)    1026.35  (feet)  COMP
 LG0226  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 LG0226
 LG0226  VERT ORDER  -  SECOND    CLASS 0
 LG0226
 LG0226.The horizontal coordinates were scaled from a topographic map and have
 LG0226.an estimated accuracy of +/- 6 seconds.
 LG0226
 LG0226.The orthometric height was determined by differential leveling
 LG0226.and adjusted by the National Geodetic Survey in June 1991..
 LG0226
 LG0226.The geoid height was determined by GEOID03.
 LG0226
 LG0226.The dynamic height is computed by dividing the NAVD 88
 LG0226.geopotential number by the normal gravity value computed on the
 LG0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0226.degrees latitude (g = 980.6199 gals.).
 LG0226
 LG0226.The modeled gravity was interpolated from observed gravity values.
 LG0226
 LG0226;                    North         East    Units  Estimated Accuracy
 LG0226;SPC NE       -    45,170.      834,550.      MT  (+/- 180 meters Scaled)
 LG0226
 LG0226                          SUPERSEDED SURVEY CONTROL
 LG0226
 LG0226  NGVD 29 (??/??/92)  312.916  (m)         1026.63   (f) ADJ UNCH    2 0
 LG0226
 LG0226.Superseded values are not recommended for survey control.
 LG0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0226.See file dsdata.txt to determine how the superseded data were derived.
 LG0226
 LG0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK494509(NAD 83)
 LG0226_MARKER: DB = BENCH MARK DISK
 LG0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0226_STAMPING: F 216 1945
 LG0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0226+STABILITY: SURFACE MOTION
 LG0226
 LG0226  HISTORY     - Date     Condition        Report By
 LG0226  HISTORY     - 1945     MONUMENTED       CGS
 LG0226  HISTORY     - 1981     GOOD             LOCSUR
 LG0226
 LG0226                          STATION DESCRIPTION
 LG0226
 LG0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LG0226'0.4 MI S FROM TABLE ROCK.
 LG0226'0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0226'FROM THE STATION AT TABLE ROCK, PAWNEE COUNTY, 189 FEET EAST OF
 LG0226'A ROAD CROSSING, 95 FEET NORTHEAST OF A DERAIL SWITCH, 46 FEET
 LG0226'NORTH OF THE CENTER LINE OF THE TRACK, 2 FEET SOUTH OF THE
 LG0226'RIGHT-OF-WAY FENCE, AND 2 FEET WEST OF A WHITE WOODEN WITNESS
 LG0226'POST.  AN IRON BENCH-MARK DISK, STAMPED F 216 1945 AND SET IN THE
 LG0226'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LG0226
 LG0226                          STATION RECOVERY (1981)
 LG0226
 LG0226'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LG0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0178 ***********************************************************************
 NN0178  DESIGNATION -  F 217
 NN0178  PID         -  NN0178
 NN0178  STATE/COUNTY-  NE/HOLT
 NN0178  USGS QUAD   -  PAGE (1986)
 NN0178
 NN0178                         *CURRENT SURVEY CONTROL
 NN0178  ___________________________________________________________________
 NN0178* NAD 83(1986)-  42 23 38.     (N)    098 28 34.     (W)     SCALED    
 NN0178* NAVD 88     -       589.050  (meters)    1932.57   (feet)  ADJUSTED  
 NN0178  ___________________________________________________________________
 NN0178  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 NN0178  DYNAMIC HT  -         588.821 (meters)    1931.82  (feet)  COMP
 NN0178  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 NN0178
 NN0178  VERT ORDER  -  FIRST     CLASS II
 NN0178
 NN0178.The horizontal coordinates were scaled from a topographic map and have
 NN0178.an estimated accuracy of +/- 6 seconds.
 NN0178
 NN0178.The orthometric height was determined by differential leveling
 NN0178.and adjusted by the National Geodetic Survey in June 1991..
 NN0178
 NN0178.The geoid height was determined by GEOID03.
 NN0178
 NN0178.The dynamic height is computed by dividing the NAVD 88
 NN0178.geopotential number by the normal gravity value computed on the
 NN0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0178.degrees latitude (g = 980.6199 gals.).
 NN0178
 NN0178.The modeled gravity was interpolated from observed gravity values.
 NN0178
 NN0178;                    North         East    Units  Estimated Accuracy
 NN0178;SPC NE       -   285,400.      625,440.      MT  (+/- 180 meters Scaled)
 NN0178
 NN0178                          SUPERSEDED SURVEY CONTROL
 NN0178
 NN0178  NGVD 29 (??/??/92)  588.849  (m)         1931.92   (f) ADJ UNCH    1 2
 NN0178
 NN0178.Superseded values are not recommended for survey control.
 NN0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0178.See file dsdata.txt to determine how the superseded data were derived.
 NN0178
 NN0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM431936(NAD 83)
 NN0178_MARKER: DB = BENCH MARK DISK
 NN0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0178_STAMPING: F 217 1946
 NN0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0178+STABILITY: SURFACE MOTION
 NN0178
 NN0178  HISTORY     - Date     Condition        Report By
 NN0178  HISTORY     - 1946     MONUMENTED       CGS
 NN0178
 NN0178                          STATION DESCRIPTION
 NN0178
 NN0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0178'0.6 MI S FROM PAGE.
 NN0178'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0178'PAGE, HOLT COUNTY, THENCE 3.0 MILES WEST ALONG A GRADED DIRT
 NN0178'ROAD, AT THE INTERSECTION OF ANOTHER GRADED DIRT ROAD, 57 FEET
 NN0178'SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 34 FEET EAST OF
 NN0178'THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 104 FEET SOUTH OF
 NN0178'A 20-INCH COTTONWOOD TREE, 26.5 FEET SOUTH OF A FENCE CORNER,
 NN0178'1 FOOT WEST OF A FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 NN0178'POST, AND LEVEL WITH THE EAST-AND-WEST ROAD.  A STANDARD DISK,
 NN0178'STAMPED F 217 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0178'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0328 ***********************************************************************
 NN0328  DESIGNATION -  F 219
 NN0328  PID         -  NN0328
 NN0328  STATE/COUNTY-  NE/HOLT
 NN0328  USGS QUAD   -  ATKINSON (1974)
 NN0328
 NN0328                         *CURRENT SURVEY CONTROL
 NN0328  ___________________________________________________________________
 NN0328* NAD 83(1986)-  42 31 47.     (N)    098 59 17.     (W)     SCALED    
 NN0328* NAVD 88     -       636.883  (meters)    2089.51   (feet)  ADJUSTED  
 NN0328  ___________________________________________________________________
 NN0328  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 NN0328  DYNAMIC HT  -         636.631 (meters)    2088.68  (feet)  COMP
 NN0328  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 NN0328
 NN0328  VERT ORDER  -  FIRST     CLASS II
 NN0328
 NN0328.The horizontal coordinates were scaled from a topographic map and have
 NN0328.an estimated accuracy of +/- 6 seconds.
 NN0328
 NN0328.The orthometric height was determined by differential leveling
 NN0328.and adjusted by the National Geodetic Survey in June 1991..
 NN0328
 NN0328.The geoid height was determined by GEOID03.
 NN0328
 NN0328.The dynamic height is computed by dividing the NAVD 88
 NN0328.geopotential number by the normal gravity value computed on the
 NN0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0328.degrees latitude (g = 980.6199 gals.).
 NN0328
 NN0328.The modeled gravity was interpolated from observed gravity values.
 NN0328
 NN0328;                    North         East    Units  Estimated Accuracy
 NN0328;SPC NE       -   299,870.      583,120.      MT  (+/- 180 meters Scaled)
 NN0328
 NN0328                          SUPERSEDED SURVEY CONTROL
 NN0328
 NN0328  NGVD 29 (??/??/92)  636.656  (m)         2088.76   (f) ADJ UNCH    1 2
 NN0328
 NN0328.Superseded values are not recommended for survey control.
 NN0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0328.See file dsdata.txt to determine how the superseded data were derived.
 NN0328
 NN0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN009085(NAD 83)
 NN0328_MARKER: DB = BENCH MARK DISK
 NN0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0328_SP_SET: BRIDGE
 NN0328_STAMPING: F 219 1946
 NN0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0328
 NN0328  HISTORY     - Date     Condition        Report By
 NN0328  HISTORY     - 1946     MONUMENTED       CGS
 NN0328  HISTORY     - 1954     MARK NOT FOUND   NGS
 NN0328
 NN0328                          STATION DESCRIPTION
 NN0328
 NN0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NN0328'0.7 MI W FROM ATKINSON.
 NN0328'0.7 MILE WEST ALONG A GRAVEL ROAD FROM A POINT TWO BLOCKS SOUTH
 NN0328'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION AT ATKINSON,
 NN0328'HOLT COUNTY, AT A STEEL BRIDGE, IN THE TOP OF THE SOUTHEAST END
 NN0328'OF THE NORTHWEST CONCRETE WING WALL, 10 FEET NORTH OF THE CENTERLINE
 NN0328'OF THE ROAD, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 NN0328'STAMPED F 219 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0371 ***********************************************************************
 NN0371  DESIGNATION -  F 220
 NN0371  PID         -  NN0371
 NN0371  STATE/COUNTY-  NE/ROCK
 NN0371  USGS QUAD   -  NEWPORT SW (1954)
 NN0371
 NN0371                         *CURRENT SURVEY CONTROL
 NN0371  ___________________________________________________________________
 NN0371* NAD 83(1986)-  42 34 51.     (N)    099 24 23.     (W)     SCALED    
 NN0371* NAVD 88     -       691.861  (meters)    2269.88   (feet)  ADJUSTED  
 NN0371  ___________________________________________________________________
 NN0371  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 NN0371  DYNAMIC HT  -         691.583 (meters)    2268.97  (feet)  COMP
 NN0371  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 NN0371
 NN0371  VERT ORDER  -  FIRST     CLASS II
 NN0371
 NN0371.The horizontal coordinates were scaled from a topographic map and have
 NN0371.an estimated accuracy of +/- 6 seconds.
 NN0371
 NN0371.The orthometric height was determined by differential leveling
 NN0371.and adjusted by the National Geodetic Survey in June 1991..
 NN0371
 NN0371.The geoid height was determined by GEOID03.
 NN0371
 NN0371.The dynamic height is computed by dividing the NAVD 88
 NN0371.geopotential number by the normal gravity value computed on the
 NN0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0371.degrees latitude (g = 980.6199 gals.).
 NN0371
 NN0371.The modeled gravity was interpolated from observed gravity values.
 NN0371
 NN0371;                    North         East    Units  Estimated Accuracy
 NN0371;SPC NE       -   305,230.      548,720.      MT  (+/- 180 meters Scaled)
 NN0371
 NN0371                          SUPERSEDED SURVEY CONTROL
 NN0371
 NN0371  NGVD 29 (??/??/92)  691.620  (m)         2269.09   (f) ADJ UNCH    1 2
 NN0371
 NN0371.Superseded values are not recommended for survey control.
 NN0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0371.See file dsdata.txt to determine how the superseded data were derived.
 NN0371
 NN0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN666143(NAD 83)
 NN0371_MARKER: DB = BENCH MARK DISK
 NN0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0371_STAMPING: F 220 1946
 NN0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0371+STABILITY: SURFACE MOTION
 NN0371
 NN0371  HISTORY     - Date     Condition        Report By
 NN0371  HISTORY     - 1946     MONUMENTED       CGS
 NN0371  HISTORY     - 1982     GOOD             LOCSUR
 NN0371
 NN0371                          STATION DESCRIPTION
 NN0371
 NN0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0371'0.5 MI S FROM NEWPORT.
 NN0371'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0371'NEWPORT, ROCK COUNTY, THENCE 4.2 MILES WEST ALONG U.S. HIGHWAY
 NN0371'20, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14 FEET
 NN0371'SOUTHEAST OF THE EAST END OF A CORRUGATED-IRON CULVERT UNDER A
 NN0371'FARM DRIVE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND
 NN0371'3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 220
 NN0371'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 NN0371'ABOVE GROUND.
 NN0371
 NN0371                          STATION RECOVERY (1982)
 NN0371
 NN0371'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1245 ***********************************************************************
 NM1245  DESIGNATION -  F 221 RESET
 NM1245  PID         -  NM1245
 NM1245  STATE/COUNTY-  NE/PIERCE
 NM1245  USGS QUAD   -  PIERCE (1976)
 NM1245
 NM1245                         *CURRENT SURVEY CONTROL
 NM1245  ___________________________________________________________________
 NM1245* NAD 83(1986)-  42 14 43.     (N)    097 37 02.     (W)     SCALED    
 NM1245* NAVD 88     -       495.39   (meters)    1625.3    (feet)  RESET     
 NM1245  ___________________________________________________________________
 NM1245  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NM1245
 NM1245  VERT ORDER  -  THIRD
 NM1245
 NM1245.The horizontal coordinates were scaled from a topographic map and have
 NM1245.an estimated accuracy of +/- 6 seconds.
 NM1245
 NM1245.The orthometric height was computed from unverified reset data.
 NM1245
 NM1245.The geoid height was determined by GEOID03.
 NM1245
 NM1245;                    North         East    Units  Estimated Accuracy
 NM1245;SPC NE       -   270,500.      696,580.      MT  (+/- 180 meters Scaled)
 NM1245
 NM1245                          SUPERSEDED SURVEY CONTROL
 NM1245
 NM1245  NGVD 29 (??/??/??)  495.21   (m)         1624.7    (f) RESET       3  
 NM1245
 NM1245.Superseded values are not recommended for survey control.
 NM1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1245.See file dsdata.txt to determine how the superseded data were derived.
 NM1245
 NM1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM140779(NAD 83)
 NM1245_MARKER: DB = BENCH MARK DISK
 NM1245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NM1245_SP_SET: CULVERT HEADWALL
 NM1245_STAMPING: F 221 1946 RESET 1959
 NM1245_MARK LOGO: CGS   
 NM1245_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1245+STABILITY: SURFACE MOTION
 NM1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1245+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1245
 NM1245  HISTORY     - Date     Condition        Report By
 NM1245  HISTORY     - 1959     MONUMENTED       NEDR
 NM1245  HISTORY     - 19991025 GOOD             NGS
 NM1245
 NM1245                          STATION DESCRIPTION
 NM1245
 NM1245'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM1245'5.6 MI NW FROM PIERCE.
 NM1245'ABOUT 5.6 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE COUNTY
 NM1245'COURTHOUSE AT PIERCE, 68 FEET SOUTHWEST OF THE CENTERLINE OF
 NM1245'A CHICAGO AND NORTHWESTERN RAILWAY TRESTLE, AT A 12 FEET BY
 NM1245'3 FEET BY 50 FEET CONCRETE BOX CULVERT, IN THE TOP OF THE NORTHEAST
 NM1245'END OF THE NORTHEAST PARAPET, 25 FEET NORTHEAST OF THE CENTERLINE
 NM1245'OF THE HIGHWAY.
 NM1245
 NM1245                          STATION RECOVERY (1999)
 NM1245
 NM1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1245'9.0 KM (5.60 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 NM1245'IN PIERCE, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END
 NM1245'OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 7.4
 NM1245'M (24.3 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) BELOW
 NM1245'THE LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT) NORTHWEST OF A REFLECTOR
 NM1245'POST.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0550 ***********************************************************************
 NN0550  DESIGNATION -  F 224
 NN0550  PID         -  NN0550
 NN0550  STATE/COUNTY-  NE/KEYA PAHA
 NN0550  USGS QUAD   -  BURTON (1964)
 NN0550
 NN0550                         *CURRENT SURVEY CONTROL
 NN0550  ___________________________________________________________________
 NN0550* NAD 83(1986)-  42 55 33.     (N)    099 34 19.     (W)     SCALED    
 NN0550* NAVD 88     -       646.837  (meters)    2122.16   (feet)  ADJUSTED  
 NN0550  ___________________________________________________________________
 NN0550  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 NN0550  DYNAMIC HT  -         646.588 (meters)    2121.35  (feet)  COMP
 NN0550  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 NN0550
 NN0550  VERT ORDER  -  FIRST     CLASS II
 NN0550
 NN0550.The horizontal coordinates were scaled from a topographic map and have
 NN0550.an estimated accuracy of +/- 6 seconds.
 NN0550
 NN0550.The orthometric height was determined by differential leveling
 NN0550.and adjusted by the National Geodetic Survey in June 1991..
 NN0550
 NN0550.The geoid height was determined by GEOID03.
 NN0550
 NN0550.The dynamic height is computed by dividing the NAVD 88
 NN0550.geopotential number by the normal gravity value computed on the
 NN0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0550.degrees latitude (g = 980.6199 gals.).
 NN0550
 NN0550.The modeled gravity was interpolated from observed gravity values.
 NN0550
 NN0550;                    North         East    Units  Estimated Accuracy
 NN0550;SPC NE       -   343,470.      534,950.      MT  (+/- 180 meters Scaled)
 NN0550
 NN0550                          SUPERSEDED SURVEY CONTROL
 NN0550
 NN0550  NGVD 29 (??/??/92)  646.550  (m)         2121.22   (f) ADJ UNCH    1 2
 NN0550
 NN0550.Superseded values are not recommended for survey control.
 NN0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0550.See file dsdata.txt to determine how the superseded data were derived.
 NN0550
 NN0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN533527(NAD 83)
 NN0550_MARKER: DB = BENCH MARK DISK
 NN0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0550_STAMPING: F 224 1946
 NN0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0550+STABILITY: SURFACE MOTION
 NN0550
 NN0550  HISTORY     - Date     Condition        Report By
 NN0550  HISTORY     - 1946     MONUMENTED       CGS
 NN0550
 NN0550                          STATION DESCRIPTION
 NN0550
 NN0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0550'2 MI NE FROM BURTON.
 NN0550'ALONG A GRADED COUNTY ROAD, 1.0 MILE EAST THENCE 1.0 NORTH OF
 NN0550'BURTON POST OFFICE, NEAR A SECTION CORNER, 27 FEET WEST OF THE
 NN0550'CENTER OF THE ROAD, 9 FEET SOUTH OF THE SOUTH END OF A GATE, 2
 NN0550'FEET WEST OF A FENCE, 2 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1183 ***********************************************************************
 NM1183  DESIGNATION -  F 225
 NM1183  PID         -  NM1183
 NM1183  STATE/COUNTY-  NE/WAYNE
 NM1183  USGS QUAD   -  WINSIDE (1963)
 NM1183
 NM1183                         *CURRENT SURVEY CONTROL
 NM1183  ___________________________________________________________________
 NM1183* NAD 83(1986)-  42 10 41.     (N)    097 11 33.     (W)     SCALED    
 NM1183* NAVD 88     -       477.609  (meters)    1566.96   (feet)  ADJUSTED  
 NM1183  ___________________________________________________________________
 NM1183  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 NM1183  DYNAMIC HT  -         477.433 (meters)    1566.38  (feet)  COMP
 NM1183  MODELED GRAV-     980,238.6   (mgal)                       NAVD 88
 NM1183
 NM1183  VERT ORDER  -  FIRST     CLASS II
 NM1183
 NM1183.The horizontal coordinates were scaled from a topographic map and have
 NM1183.an estimated accuracy of +/- 6 seconds.
 NM1183
 NM1183.The orthometric height was determined by differential leveling
 NM1183.and adjusted by the National Geodetic Survey in June 1991..
 NM1183
 NM1183.The geoid height was determined by GEOID03.
 NM1183
 NM1183.The dynamic height is computed by dividing the NAVD 88
 NM1183.geopotential number by the normal gravity value computed on the
 NM1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1183.degrees latitude (g = 980.6199 gals.).
 NM1183
 NM1183.The modeled gravity was interpolated from observed gravity values.
 NM1183
 NM1183;                    North         East    Units  Estimated Accuracy
 NM1183;SPC NE       -   264,090.      731,850.      MT  (+/- 180 meters Scaled)
 NM1183
 NM1183                          SUPERSEDED SURVEY CONTROL
 NM1183
 NM1183  NGVD 29 (??/??/92)  477.418  (m)         1566.33   (f) ADJ UNCH    1 2
 NM1183
 NM1183.Superseded values are not recommended for survey control.
 NM1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1183.See file dsdata.txt to determine how the superseded data were derived.
 NM1183
 NM1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM492711(NAD 83)
 NM1183_MARKER: DB = BENCH MARK DISK
 NM1183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1183_SP_SET: CULVERT
 NM1183_STAMPING: F 225 1947
 NM1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1183
 NM1183  HISTORY     - Date     Condition        Report By
 NM1183  HISTORY     - 1947     MONUMENTED       CGS
 NM1183
 NM1183                          STATION DESCRIPTION
 NM1183
 NM1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1183'0.8 MI W FROM WINSIDE.
 NM1183'0.8 MILE WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1183'RAILWAY FROM THE STATION AT WINSIDE, 0.1 MILE EAST OF MILE POST
 NM1183'EMR 29, AT A GRAVEL ROAD CROSSING, 105.0 FEET EAST OF THE CENTER
 NM1183'OF THE GRAVEL ROAD, 65.7 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 NM1183'15.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 35, SET IN
 NM1183'TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 14-FOOT ARCHED
 NM1183'CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT THE SAME ELEVATION AS
 NM1183'THE HIGHWAY AND THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0502 ***********************************************************************
 NN0502  DESIGNATION -  F 226
 NN0502  PID         -  NN0502
 NN0502  STATE/COUNTY-  NE/BROWN
 NN0502  USGS QUAD   -  LONG PINE (1954)
 NN0502
 NN0502                         *CURRENT SURVEY CONTROL
 NN0502  ___________________________________________________________________
 NN0502* NAD 83(1986)-  42 32 29.     (N)    099 44 10.     (W)     SCALED    
 NN0502* NAVD 88     -       734.117  (meters)    2408.52   (feet)  ADJUSTED  
 NN0502  ___________________________________________________________________
 NN0502  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 NN0502  DYNAMIC HT  -         733.811 (meters)    2407.51  (feet)  COMP
 NN0502  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 NN0502
 NN0502  VERT ORDER  -  FIRST     CLASS II
 NN0502
 NN0502.The horizontal coordinates were scaled from a topographic map and have
 NN0502.an estimated accuracy of +/- 6 seconds.
 NN0502
 NN0502.The orthometric height was determined by differential leveling
 NN0502.and adjusted by the National Geodetic Survey in June 1991..
 NN0502
 NN0502.The geoid height was determined by GEOID03.
 NN0502
 NN0502.The dynamic height is computed by dividing the NAVD 88
 NN0502.geopotential number by the normal gravity value computed on the
 NN0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0502.degrees latitude (g = 980.6199 gals.).
 NN0502
 NN0502.The modeled gravity was interpolated from observed gravity values.
 NN0502
 NN0502;                    North         East    Units  Estimated Accuracy
 NN0502;SPC NE       -   300,710.      521,670.      MT  (+/- 180 meters Scaled)
 NN0502
 NN0502                          SUPERSEDED SURVEY CONTROL
 NN0502
 NN0502  NGVD 29 (??/??/92)  733.838  (m)         2407.60   (f) ADJ UNCH    1 2
 NN0502
 NN0502.Superseded values are not recommended for survey control.
 NN0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0502.See file dsdata.txt to determine how the superseded data were derived.
 NN0502
 NN0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN395101(NAD 83)
 NN0502_MARKER: DB = BENCH MARK DISK
 NN0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0502_STAMPING: F 226 1946
 NN0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0502+STABILITY: SURFACE MOTION
 NN0502
 NN0502  HISTORY     - Date     Condition        Report By
 NN0502  HISTORY     - 1946     MONUMENTED       CGS
 NN0502
 NN0502                          STATION DESCRIPTION
 NN0502
 NN0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0502'1 MI N FROM LONG PINE.
 NN0502'1.0 MILE NORTH ALONG A PAVED STREET AND STATE HIGHWAY 55 FROM THE
 NN0502'CHICAGO AND NORTH WESTERN RAILWAY STATION AT LONG PINE, BROWN
 NN0502'COUNTY, THENCE 1.8 MILES WEST ALONG U.S. HIGHWAY 20, AT THE
 NN0502'INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 100 FEET WEST OF
 NN0502'THE CENTERLINE OF THE DIRT ROAD, 91 FEET SOUTH OF THE CENTERLINE
 NN0502'OF THE HIGHWAY, 49 FEET SOUTH OF A ROW OF POLES, IN LINE WITH
 NN0502'THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 NN0502'POST, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 NN0502'STAMPED F 226 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0502'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0825 ***********************************************************************
 NN0825  DESIGNATION -  F 226
 NN0825  PID         -  NN0825
 NN0825  STATE/COUNTY-  NE/BROWN
 NN0825  USGS QUAD   -  LONG PINE (1954)
 NN0825
 NN0825                         *CURRENT SURVEY CONTROL
 NN0825  ___________________________________________________________________
 NN0825* NAD 83(1995)-  42 32 59.21902(N)    099 44 09.97028(W)     ADJUSTED  
 NN0825* NAVD 88     -       734.12   (+/-2cm)    2408.5    (feet)  VERTCON   
 NN0825  ___________________________________________________________________
 NN0825  X           -    -795,908.632 (meters)                     COMP
 NN0825  Y           -  -4,638,656.205 (meters)                     COMP
 NN0825  Z           -   4,291,271.282 (meters)                     COMP
 NN0825  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 NN0825  ELLIP HEIGHT-         711.26  (meters)          (06/27/02) GPS OBS
 NN0825  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 NN0825
 NN0825  HORZ ORDER  -  FIRST
 NN0825  VERT ORDER  -  THIRD ? (See Below)
 NN0825  ELLP ORDER  -  FOURTH    CLASS I
 NN0825
 NN0825.The horizontal coordinates were established by GPS observations
 NN0825.and adjusted by the National Geodetic Survey in August 1997..
 NN0825
 NN0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0825.The vertical order pertains to the NGVD 29 superseded value.
 NN0825
 NN0825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0825
 NN0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0825
 NN0825.The ellipsoidal height was determined by GPS observations
 NN0825.and is referenced to NAD 83.
 NN0825
 NN0825.The geoid height was determined by GEOID03.
 NN0825
 NN0825;                    North         East     Units Scale Factor Converg.
 NN0825;SPC NE       -   301,645.098   521,671.038   MT  0.99982483   +0 10 29.6
 NN0825;UTM  14      - 4,711,083.475   439,565.133   MT  0.99964494   -0 29 52.0
 NN0825
 NN0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0825!SPC NE       -   0.99988846  x   0.99982483  =   0.99971331
 NN0825!UTM  14      -   0.99988846  x   0.99964494  =   0.99953344
 NN0825
 NN0825                          SUPERSEDED SURVEY CONTROL
 NN0825
 NN0825  ELLIP H (08/18/97)  711.32   (m)                       GP(       ) 4 1
 NN0825  NAD 83(1986)-  42 32 59.22588(N)    099 44 09.98347(W) AD(       ) 1
 NN0825  NGVD 29 (02/23/90)  733.84   (m)         2407.6    (f) LEVELING    3  
 NN0825
 NN0825.Superseded values are not recommended for survey control.
 NN0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0825.See file dsdata.txt to determine how the superseded data were derived.
 NN0825
 NN0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3956511083(NAD 83)
 NN0825_MARKER: DB = BENCH MARK DISK
 NN0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0825_SP_SET: CONCRETE POST
 NN0825_STAMPING: F 226 1946
 NN0825_MARK LOGO: CGS   
 NN0825_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0825+STABILITY: SURFACE MOTION
 NN0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0825+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1989
 NN0825
 NN0825  HISTORY     - Date     Condition        Report By
 NN0825  HISTORY     - UNK      MONUMENTED
 NN0825  HISTORY     - 19890502 GOOD             NGS
 NN0825
 NN0825                          STATION DESCRIPTION
 NN0825
 NN0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NN0825'TH STATION IS LOCATED ABOUT 10 KM (6.20 MI) EAST OF AINSWORTH, 16 KM
 NN0825'(9.95 MI) WEST OF BASSETT, ALONG US HIGHWAYS 20 AND 183, IN GRASS
 NN0825'BETWEEN HIGHWAY AND AN ELEVATED IRRIGATION DITCH.  OWNERSHIP--NE DEPT
 NN0825'OF ROADS.
 NN0825'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE
 NN0825'HIGHWAY 7 ON THE WEST SIDE OF AINSWORTH, GO EAST ON US HIGHWAY 20 FOR
 NN0825'8.9 KM (5.55 MI) TO ITS JUNCTION WITH US HIGHWAY 183 ON THE LEFT.
 NN0825'CONTINUE EAST ON US HIGHWAY 20 AND 183 FOR 1.6 KM (1.00 MI) TO THE
 NN0825'STATION ON THE RIGHT IN THE SOUTHWEST ANGLE OF A CROSSROAD.
 NN0825'THE STATION IS SET 33.0 M (108.3 FT) WEST OF THE APPROXIMATE CENTER OF
 NN0825'A DIRT ROAD, 27. 4 M (13.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.5 M
 NN0825'(44.3 FT) WEST OF A UTILITY POLE, 6.0 M (19.7 FT) NORTH OF THE TOP OF
 NN0825'A DITCH BANK, 0.4 M (1.3 FT) WEST OF A WOODEN WITNESS POST, 0.3 M
 NN0825'(1.0 FT) EAST OF A CARSONITE WITNESS POST, 0.2 M (0.7 FT) NORTHWEST OF
 NN0825'A METAL WITNESS POST AND 0.5 M (1.6 FT) LOWER THAN THE LEVEL OF THE
 NN0825'HIGHWAY PROJECTING 1 CM.
 NN0825'DESCRIBED BY G.R.HEID, TYPED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0015 ***********************************************************************
 NO0015  DESIGNATION -  F 227
 NO0015  PID         -  NO0015
 NO0015  STATE/COUNTY-  NE/BROWN
 NO0015  USGS QUAD   -  BRUSH CREEK (1985)
 NO0015
 NO0015                         *CURRENT SURVEY CONTROL
 NO0015  ___________________________________________________________________
 NO0015* NAD 83(1986)-  42 35 52.     (N)    100 08 56.     (W)     SCALED    
 NO0015* NAVD 88     -       789.674  (meters)    2590.79   (feet)  ADJUSTED  
 NO0015  ___________________________________________________________________
 NO0015  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 NO0015  DYNAMIC HT  -         789.342 (meters)    2589.70  (feet)  COMP
 NO0015  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 NO0015
 NO0015  VERT ORDER  -  FIRST     CLASS II
 NO0015
 NO0015.The horizontal coordinates were scaled from a topographic map and have
 NO0015.an estimated accuracy of +/- 6 seconds.
 NO0015
 NO0015.The orthometric height was determined by differential leveling
 NO0015.and adjusted by the National Geodetic Survey in June 1991..
 NO0015
 NO0015.The geoid height was determined by GEOID03.
 NO0015
 NO0015.The dynamic height is computed by dividing the NAVD 88
 NO0015.geopotential number by the normal gravity value computed on the
 NO0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0015.degrees latitude (g = 980.6199 gals.).
 NO0015
 NO0015.The modeled gravity was interpolated from observed gravity values.
 NO0015
 NO0015;                    North         East    Units  Estimated Accuracy
 NO0015;SPC NE       -   306,950.      487,780.      MT  (+/- 180 meters Scaled)
 NO0015
 NO0015                          SUPERSEDED SURVEY CONTROL
 NO0015
 NO0015  NGVD 29 (??/??/92)  789.383  (m)         2589.83   (f) ADJ UNCH    1 2
 NO0015
 NO0015.Superseded values are not recommended for survey control.
 NO0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0015.See file dsdata.txt to determine how the superseded data were derived.
 NO0015
 NO0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN057167(NAD 83)
 NO0015_MARKER: DB = BENCH MARK DISK
 NO0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NO0015_SP_SET: CULVERT
 NO0015_STAMPING: F 227 1946
 NO0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0015
 NO0015  HISTORY     - Date     Condition        Report By
 NO0015  HISTORY     - 1946     MONUMENTED       CGS
 NO0015  HISTORY     - 1975     GOOD             NGS
 NO0015  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0015
 NO0015                          STATION DESCRIPTION
 NO0015
 NO0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0015'5.8 MI NW FROM JOHNSTOWN.
 NO0015'5.8 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO
 NO0015'AND NORTH WESTERN RAILWAY STATION AT JOHNSTOWN, BROWN COUNTY,
 NO0015'AT A 5- BY 12-FOOT CONCRETE CULVERT, IN THE TOP OF THE SOUTHEAST
 NO0015'END OF THE NORTHEAST HEAD WALL, 20 FEET NORTHEAST OF THE CENTERLINE
 NO0015'OF THE HIGHWAY, AND 10 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 NO0015'DISK, STAMPED F 227 1946.
 NO0015
 NO0015                          STATION RECOVERY (1975)
 NO0015
 NO0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0015'RECOVERED IN GOOD CONDITION.
 NO0015
 NO0015                          STATION RECOVERY (1984)
 NO0015
 NO0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0023 ***********************************************************************
 NO0023  DESIGNATION -  F 228
 NO0023  PID         -  NO0023
 NO0023  STATE/COUNTY-  NE/CHERRY
 NO0023  USGS QUAD   -  ARABIA (1985)
 NO0023
 NO0023                         *CURRENT SURVEY CONTROL
 NO0023  ___________________________________________________________________
 NO0023* NAD 83(1986)-  42 38 50.     (N)    100 15 30.     (W)     SCALED    
 NO0023* NAVD 88     -       819.234  (meters)    2687.77   (feet)  ADJUSTED  
 NO0023  ___________________________________________________________________
 NO0023  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 NO0023  DYNAMIC HT  -         818.894 (meters)    2686.65  (feet)  COMP
 NO0023  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 NO0023
 NO0023  VERT ORDER  -  FIRST     CLASS II
 NO0023
 NO0023.The horizontal coordinates were scaled from a topographic map and have
 NO0023.an estimated accuracy of +/- 6 seconds.
 NO0023
 NO0023.The orthometric height was determined by differential leveling
 NO0023.and adjusted by the National Geodetic Survey in June 1991..
 NO0023
 NO0023.The geoid height was determined by GEOID03.
 NO0023
 NO0023.The dynamic height is computed by dividing the NAVD 88
 NO0023.geopotential number by the normal gravity value computed on the
 NO0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0023.degrees latitude (g = 980.6199 gals.).
 NO0023
 NO0023.The modeled gravity was interpolated from observed gravity values.
 NO0023
 NO0023;                    North         East    Units  Estimated Accuracy
 NO0023;SPC NE       -   312,470.      478,820.      MT  (+/- 180 meters Scaled)
 NO0023
 NO0023                          SUPERSEDED SURVEY CONTROL
 NO0023
 NO0023  NGVD 29 (??/??/92)  818.944  (m)         2686.82   (f) ADJ UNCH    1 2
 NO0023
 NO0023.Superseded values are not recommended for survey control.
 NO0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0023.See file dsdata.txt to determine how the superseded data were derived.
 NO0023
 NO0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN968224(NAD 83)
 NO0023_MARKER: DB = BENCH MARK DISK
 NO0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0023_STAMPING: F 228 1946
 NO0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0023+STABILITY: SURFACE MOTION
 NO0023
 NO0023  HISTORY     - Date     Condition        Report By
 NO0023  HISTORY     - 1946     MONUMENTED       CGS
 NO0023  HISTORY     - 1975     GOOD             NGS
 NO0023
 NO0023                          STATION DESCRIPTION
 NO0023
 NO0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0023'0.5 MI W FROM WOOD LAKE.
 NO0023'0.5 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT WOOD
 NO0023'LAKE, CHERRY COUNTY, THENCE 0.8 MILE NORTHWEST ALONG U.S.
 NO0023'HIGHWAY 20, 91 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 NO0023'45 FEET SOUTHWEST OF THE CENTERLINE OF THE CHICAGO AND NORTH
 NO0023'WESTERN RAILWAY TRACK, 6 FEET SOUTHEAST OF C. AND N.W. RY.
 NO0023'MILEPOST 245, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST,
 NO0023'AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 NO0023'F 228 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0023'5 INCHES ABOVE GROUND.
 NO0023
 NO0023                          STATION RECOVERY (1975)
 NO0023
 NO0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0058 ***********************************************************************
 NO0058  DESIGNATION -  F 229
 NO0058  PID         -  NO0058
 NO0058  STATE/COUNTY-  NE/KEYA PAHA
 NO0058  USGS QUAD   -  NORDEN (1983)
 NO0058
 NO0058                         *CURRENT SURVEY CONTROL
 NO0058  ___________________________________________________________________
 NO0058* NAD 83(1986)-  42 51 13.     (N)    100 04 15.     (W)     SCALED    
 NO0058* NAVD 88     -       780.683  (meters)    2561.29   (feet)  ADJUSTED  
 NO0058  ___________________________________________________________________
 NO0058  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 NO0058  DYNAMIC HT  -         780.376 (meters)    2560.28  (feet)  COMP
 NO0058  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 NO0058
 NO0058  VERT ORDER  -  SECOND    CLASS 0
 NO0058
 NO0058.The horizontal coordinates were scaled from a topographic map and have
 NO0058.an estimated accuracy of +/- 6 seconds.
 NO0058
 NO0058.The orthometric height was determined by differential leveling
 NO0058.and adjusted by the National Geodetic Survey in June 1991..
 NO0058
 NO0058.The geoid height was determined by GEOID03.
 NO0058
 NO0058.The dynamic height is computed by dividing the NAVD 88
 NO0058.geopotential number by the normal gravity value computed on the
 NO0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0058.degrees latitude (g = 980.6199 gals.).
 NO0058
 NO0058.The modeled gravity was interpolated from observed gravity values.
 NO0058
 NO0058;                    North         East    Units  Estimated Accuracy
 NO0058;SPC NE       -   335,360.      494,210.      MT  (+/- 180 meters Scaled)
 NO0058
 NO0058                          SUPERSEDED SURVEY CONTROL
 NO0058
 NO0058  NGVD 29 (??/??/92)  780.375  (m)         2560.28   (f) ADJ UNCH    2 0
 NO0058
 NO0058.Superseded values are not recommended for survey control.
 NO0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0058.See file dsdata.txt to determine how the superseded data were derived.
 NO0058
 NO0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN125451(NAD 83)
 NO0058_MARKER: DB = BENCH MARK DISK
 NO0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0058_STAMPING: F 229 1946
 NO0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0058+STABILITY: SURFACE MOTION
 NO0058
 NO0058  HISTORY     - Date     Condition        Report By
 NO0058  HISTORY     - 1946     MONUMENTED       CGS
 NO0058
 NO0058                          STATION DESCRIPTION
 NO0058
 NO0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0058'1 MI S FROM NORDEN.
 NO0058'ABOUT 1.0 MILE SOUTH ALONG A DIRT ROAD FROM THE NORDEN SCHOOL
 NO0058'BUILDING AT NORDEN, AND AT THE INTERSECTION WITH AN EAST-AND-WEST
 NO0058'DIRT ROAD, 30 FEET WEST OF AND ABOUT 1 FOOT HIGHER THAN THE
 NO0058'CENTER LINE OF THE NORTH-SOUTH ROAD, 14 FEET SOUTH OF THE
 NO0058'CENTER LINE OF THE EAST-WEST ROAD, 11 FEET WEST OF THE
 NO0058'RIGHT-OF-WAY FENCE CORNER, 1 FOOT EAST OF A 4 IN X 4 IN MARKER
 NO0058'POST.  A BRONZE DISC STAMPED F 229 1946 AND SET IN THE TOP OF A
 NO0058'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED
 NO0058'F 229 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0124 ***********************************************************************
 MM0124  DESIGNATION -  F 23
 MM0124  PID         -  MM0124
 MM0124  STATE/COUNTY-  NE/LINCOLN
 MM0124  USGS QUAD   -  GOOD HOPE CEMETERY (1972)
 MM0124
 MM0124                         *CURRENT SURVEY CONTROL
 MM0124  ___________________________________________________________________
 MM0124* NAD 83(1986)-  41 15 48.     (N)    100 48 44.     (W)     SCALED    
 MM0124* NAVD 88     -       895.685  (meters)    2938.59   (feet)  ADJUSTED  
 MM0124  ___________________________________________________________________
 MM0124  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 MM0124  DYNAMIC HT  -         895.158 (meters)    2936.86  (feet)  COMP
 MM0124  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 MM0124
 MM0124  VERT ORDER  -  FIRST     CLASS II
 MM0124
 MM0124.The horizontal coordinates were scaled from a topographic map and have
 MM0124.an estimated accuracy of +/- 6 seconds.
 MM0124
 MM0124.The orthometric height was determined by differential leveling
 MM0124.and adjusted by the National Geodetic Survey in June 1994..
 MM0124.WARNING-Repeat measurements at this control monument indicate possible
 MM0124.vertical movement.
 MM0124
 MM0124.The geoid height was determined by GEOID03.
 MM0124
 MM0124.The dynamic height is computed by dividing the NAVD 88
 MM0124.geopotential number by the normal gravity value computed on the
 MM0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0124.degrees latitude (g = 980.6199 gals.).
 MM0124
 MM0124.The modeled gravity was interpolated from observed gravity values.
 MM0124
 MM0124;                    North         East    Units  Estimated Accuracy
 MM0124;SPC NE       -   159,090.      431,960.      MT  (+/- 180 meters Scaled)
 MM0124
 MM0124                          SUPERSEDED SURVEY CONTROL
 MM0124
 MM0124  NAVD 88 (06/15/91)  895.667  (m)         2938.53   (f) UNKNOWN     1 2
 MM0124  NGVD 29 (02/14/92)  895.329  (m)         2937.43   (f) ADJUSTED    1 2
 MM0124
 MM0124.Superseded values are not recommended for survey control.
 MM0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0124.See file dsdata.txt to determine how the superseded data were derived.
 MM0124
 MM0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL481695(NAD 83)
 MM0124_MARKER: DB = BENCH MARK DISK
 MM0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0124_SP_SET: CONCRETE POST
 MM0124_STAMPING: F 23 1933 2937.389
 MM0124_MARK LOGO: CGS   
 MM0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0124+STABILITY: SURFACE MOTION
 MM0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0124+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0124
 MM0124  HISTORY     - Date     Condition        Report By
 MM0124  HISTORY     - 1933     MONUMENTED       CGS
 MM0124  HISTORY     - 1934     GOOD             NGS
 MM0124  HISTORY     - 19910820 GOOD             NGS
 MM0124
 MM0124                          STATION DESCRIPTION
 MM0124
 MM0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0124'9.7 MI N FROM NORTH PLATTE.
 MM0124'9.7 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM THE
 MM0124'INTERSECTION OF U.S. HIGHWAY 30 AT NORTH PLATTE, LINCOLN COUNTY,
 MM0124'0.5 MILE NORTH OF JACKSON 3 L RANCH, AT A CURVE, ABOUT 500 FEET
 MM0124'SOUTHWEST OF A SCHOOLHOUSE, AT THE SOUTHWEST CORNER OF A SMALL
 MM0124'CEMETERY, 150 FEET NORTHEAST OF THE CENTERLINE OF THE OLD
 MM0124'HIGHWAY, AND 3 FEET NORTH AND 2 FEET WEST OF THE SOUTHWEST
 MM0124'CORNER OF THE CEMETERY FENCE.  A STANDARD DISK, STAMPED 2937.389
 MM0124'F 23 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 MM0124'INCHES ABOVE GROUND.
 MM0124
 MM0124                          STATION RECOVERY (1934)
 MM0124
 MM0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MM0124'RECOVERED IN GOOD CONDITION.
 MM0124
 MM0124                          STATION RECOVERY (1991)
 MM0124
 MM0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0124'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0124'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0124'8.6 KM (5.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, THENCE 1.1 KM
 MM0124'(0.70 MI) NORTHERLY ALONG A GRAVELED ROAD, NEAR THE SOUTHWEST CORNER
 MM0124'OF THE GOOD HOPE CEMETERY, 65.8 M (215.9 FT) WEST OF AND LEVEL WITH
 MM0124'THE ROAD CENTER, 1.9 M (6.2 FT) NORTH OF A WITNESS POST AND FENCE
 MM0124'CORNER, 1.3 M (4.3 FT) NORTHWEST OF A CHAIN-LINK FENCE CORNER, 0.6 M
 MM0124'(2.0 FT) WEST OF THE CHAIN-LINK FENCE, AND THE MONUMENT PROJECTS 0.05
 MM0124'M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0630 ***********************************************************************
 NM0630  DESIGNATION -  F 230
 NM0630  PID         -  NM0630
 NM0630  STATE/COUNTY-  NE/DIXON
 NM0630  USGS QUAD   -  WAKEFIELD (1967)
 NM0630
 NM0630                         *CURRENT SURVEY CONTROL
 NM0630  ___________________________________________________________________
 NM0630* NAD 83(1986)-  42 16 16.     (N)    096 46 40.     (W)     SCALED    
 NM0630* NAVD 88     -       459.441  (meters)    1507.35   (feet)  ADJUSTED  
 NM0630  ___________________________________________________________________
 NM0630  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 NM0630  DYNAMIC HT  -         459.288 (meters)    1506.85  (feet)  COMP
 NM0630  MODELED GRAV-     980,274.4   (mgal)                       NAVD 88
 NM0630
 NM0630  VERT ORDER  -  FIRST     CLASS II
 NM0630
 NM0630.The horizontal coordinates were scaled from a topographic map and have
 NM0630.an estimated accuracy of +/- 6 seconds.
 NM0630
 NM0630.The orthometric height was determined by differential leveling
 NM0630.and adjusted by the National Geodetic Survey in June 1991..
 NM0630
 NM0630.The geoid height was determined by GEOID03.
 NM0630
 NM0630.The dynamic height is computed by dividing the NAVD 88
 NM0630.geopotential number by the normal gravity value computed on the
 NM0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0630.degrees latitude (g = 980.6199 gals.).
 NM0630
 NM0630.The modeled gravity was interpolated from observed gravity values.
 NM0630
 NM0630;                    North         East    Units  Estimated Accuracy
 NM0630;SPC NE       -   275,620.      765,700.      MT  (+/- 180 meters Scaled)
 NM0630
 NM0630                          SUPERSEDED SURVEY CONTROL
 NM0630
 NM0630  NGVD 29 (??/??/92)  459.268  (m)         1506.78   (f) ADJ UNCH    1 2
 NM0630
 NM0630.Superseded values are not recommended for survey control.
 NM0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0630.See file dsdata.txt to determine how the superseded data were derived.
 NM0630
 NM0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM832822(NAD 83)
 NM0630_MARKER: DB = BENCH MARK DISK
 NM0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0630_STAMPING: F 230 1947
 NM0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0630+STABILITY: SURFACE MOTION
 NM0630
 NM0630  HISTORY     - Date     Condition        Report By
 NM0630  HISTORY     - 1947     MONUMENTED       CGS
 NM0630  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0630
 NM0630                          STATION DESCRIPTION
 NM0630
 NM0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0630'3 MI W FROM EMERSON.
 NM0630'3.0 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0630'RAILWAY FROM THE STATION AT EMERSON, 0.4 MILE WEST OF A PRIVATE
 NM0630'ROAD CROSSING, 0.2 MILE WEST OF THE WEST END OF RIDGE SIDING,
 NM0630'232.0 FEET EAST OF MILE POST EMR 3, 120.0 FEET NORTHEAST OF AND
 NM0630'ACROSS THE TRACK FROM TELEPHONE POLE NO. 2/30, 36.3 FEET NORTH
 NM0630'OF THE NORTH RAIL OF THE TRACK, 8.0 FEET SOUTH OF THE NORTH RIGHT
 NM0630'OF WAY FENCE, 1.7 FOOT WEST OF A REFERENCE POST, SET IN A
 NM0630'CONCRETE POST AT THE TOP OF A SMALL BUT PROMINENT KNOLL WHICH IS
 NM0630'AT THE WEST END OF A CUT, ABOUT 3 FEET ABOVE THE TRACK AND
 NM0630'PROJECTING 0.2 FOOT.
 NM0630
 NM0630                          STATION RECOVERY (1965)
 NM0630
 NM0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0110 ***********************************************************************
 MK0110  DESIGNATION -  F 231 RESET
 MK0110  PID         -  MK0110
 MK0110  STATE/COUNTY-  NE/BURT
 MK0110  USGS QUAD   -  OAKLAND (1966)
 MK0110
 MK0110                         *CURRENT SURVEY CONTROL
 MK0110  ___________________________________________________________________
 MK0110* NAD 83(1986)-  41 45 30.     (N)    096 29 49.     (W)     SCALED    
 MK0110* NAVD 88     -       378.89   (meters)    1243.1    (feet)  RESET     
 MK0110  ___________________________________________________________________
 MK0110  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 MK0110
 MK0110  VERT ORDER  -  THIRD
 MK0110
 MK0110.The horizontal coordinates were scaled from a topographic map and have
 MK0110.an estimated accuracy of +/- 6 seconds.
 MK0110
 MK0110.The orthometric height was computed from unverified reset data.
 MK0110
 MK0110.The geoid height was determined by GEOID03.
 MK0110
 MK0110;                    North         East    Units  Estimated Accuracy
 MK0110;SPC NE       -   219,620.      791,150.      MT  (+/- 180 meters Scaled)
 MK0110
 MK0110                          SUPERSEDED SURVEY CONTROL
 MK0110
 MK0110.No superseded survey control is available for this station.
 MK0110
 MK0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM080259(NAD 83)
 MK0110_MARKER: DB = BENCH MARK DISK
 MK0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0110_STAMPING: F 231 RESET 1972
 MK0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0110+STABILITY: SURFACE MOTION
 MK0110
 MK0110  HISTORY     - Date     Condition        Report By
 MK0110  HISTORY     - 1972     MONUMENTED       NGS
 MK0110
 MK0110                          STATION DESCRIPTION
 MK0110
 MK0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MK0110'1.9 MI N FROM UEHLING.
 MK0110'TO REACH THE MARK FROM THE UEHLING PUBLIC SCHOOL IN UEHLING, GO
 MK0110'NORTH ON U.S. HIGHWAY 77 FOR 1.9 MILES TO BRIDGE, A FIELD ROAD AND
 MK0110'THE BENCH MARK ON THE RIGHT AT THE NORTHEAST END OF THE BRIDGE.
 MK0110'THE BENCH MARK IS A STANDARD DISK STAMPED F 231 RESET 1972, SET IN
 MK0110'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 MK0110'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 75 FEET EAST OF THE CENTER
 MK0110'OF HIGHWAY 77, 1.5 FEET NORTH OF A METAL WITNESS POST AND IN A
 MK0110'PROJECTED LINE DUE WEST OF A WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0885 ***********************************************************************
 MJ0885  DESIGNATION -  F 232
 MJ0885  PID         -  MJ0885
 MJ0885  STATE/COUNTY-  NE/SARPY
 MJ0885  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0885
 MJ0885                         *CURRENT SURVEY CONTROL
 MJ0885  ___________________________________________________________________
 MJ0885* NAD 83(1986)-  41 08 59.     (N)    095 54 01.     (W)     SCALED    
 MJ0885* NAVD 88     -       366.063  (meters)    1200.99   (feet)  ADJUSTED  
 MJ0885  ___________________________________________________________________
 MJ0885  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 MJ0885  DYNAMIC HT  -         365.913 (meters)    1200.50  (feet)  COMP
 MJ0885  MODELED GRAV-     980,203.7   (mgal)                       NAVD 88
 MJ0885
 MJ0885  VERT ORDER  -  SECOND    CLASS 0
 MJ0885
 MJ0885.The horizontal coordinates were scaled from a topographic map and have
 MJ0885.an estimated accuracy of +/- 6 seconds.
 MJ0885
 MJ0885.The orthometric height was determined by differential leveling
 MJ0885.and adjusted by the National Geodetic Survey in June 1991..
 MJ0885
 MJ0885.The geoid height was determined by GEOID03.
 MJ0885
 MJ0885.The dynamic height is computed by dividing the NAVD 88
 MJ0885.geopotential number by the normal gravity value computed on the
 MJ0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0885.degrees latitude (g = 980.6199 gals.).
 MJ0885
 MJ0885.The modeled gravity was interpolated from observed gravity values.
 MJ0885
 MJ0885;                    North         East    Units  Estimated Accuracy
 MJ0885;SPC NE       -   154,310.      843,910.      MT  (+/- 180 meters Scaled)
 MJ0885
 MJ0885                          SUPERSEDED SURVEY CONTROL
 MJ0885
 MJ0885  NGVD 29 (??/??/92)  365.953  (m)         1200.63   (f) ADJ UNCH    2 0
 MJ0885
 MJ0885.Superseded values are not recommended for survey control.
 MJ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0885.See file dsdata.txt to determine how the superseded data were derived.
 MJ0885
 MJ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF566594(NAD 83)
 MJ0885_MARKER: DB = BENCH MARK DISK
 MJ0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0885_STAMPING: F 232 1947
 MJ0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0885+STABILITY: SURFACE MOTION
 MJ0885
 MJ0885  HISTORY     - Date     Condition        Report By
 MJ0885  HISTORY     - 1947     MONUMENTED       CGS
 MJ0885
 MJ0885                          STATION DESCRIPTION
 MJ0885
 MJ0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0885'1.3 MI N FROM BELLEVUE.
 MJ0885'0.2 MILE EAST ALONG NEBRASKA STATE HIGHWAY 31 FROM THE BELLEVUE
 MJ0885'PUBLIC SCHOOL, THENCE 1.1 MILES NORTH ALONG NEBRASKA STATE
 MJ0885'HIGHWAY 31, 0.1 MILE SOUTH OF A JUNCTION WITH JEWELL ROAD,
 MJ0885'APPROXIMATELY 67 YARDS SOUTH OF A CONCRETE CULVERT, 26.0 FEET
 MJ0885'WEST OF THE CENTER LINE OF THE HIGHWAY, 6.0 FEET NORTHWEST OF A
 MJ0885'POWER POLE WITH A TRANSFORMER, 2.0 FEET SOUTH OF A REFERENCE
 MJ0885'POST, 1.0 FOOT EAST OF A FENCE, ACROSS THE HIGHWAY FROM A HOUSE
 MJ0885'OWNED AND OCCUPIED BY H.E. ROBERSON, SET IN THE TOP OF A CONCRETE
 MJ0885'POST AND PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0526 ***********************************************************************
 MK0526  DESIGNATION -  F 233
 MK0526  PID         -  MK0526
 MK0526  STATE/COUNTY-  NE/WASHINGTON
 MK0526  USGS QUAD   -  FORT CALHOUN (1975)
 MK0526
 MK0526                         *CURRENT SURVEY CONTROL
 MK0526  ___________________________________________________________________
 MK0526* NAD 83(1986)-  41 24 51.     (N)    096 05 52.     (W)     SCALED    
 MK0526* NAVD 88     -       402.437  (meters)    1320.33   (feet)  ADJUSTED  
 MK0526  ___________________________________________________________________
 MK0526  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 MK0526  DYNAMIC HT  -         402.242 (meters)    1319.69  (feet)  COMP
 MK0526  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 MK0526
 MK0526  VERT ORDER  -  SECOND    CLASS 0
 MK0526
 MK0526.The horizontal coordinates were scaled from a topographic map and have
 MK0526.an estimated accuracy of +/- 6 seconds.
 MK0526
 MK0526.The orthometric height was determined by differential leveling
 MK0526.and adjusted by the National Geodetic Survey in June 1991..
 MK0526
 MK0526.The geoid height was determined by GEOID03.
 MK0526
 MK0526.The dynamic height is computed by dividing the NAVD 88
 MK0526.geopotential number by the normal gravity value computed on the
 MK0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0526.degrees latitude (g = 980.6199 gals.).
 MK0526
 MK0526.The modeled gravity was interpolated from observed gravity values.
 MK0526
 MK0526;                    North         East    Units  Estimated Accuracy
 MK0526;SPC NE       -   182,870.      826,030.      MT  (+/- 180 meters Scaled)
 MK0526
 MK0526                          SUPERSEDED SURVEY CONTROL
 MK0526
 MK0526  NGVD 29 (??/??/92)  402.292  (m)         1319.85   (f) ADJ UNCH    2 0
 MK0526
 MK0526.Superseded values are not recommended for survey control.
 MK0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0526.See file dsdata.txt to determine how the superseded data were derived.
 MK0526
 MK0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL425888(NAD 83)
 MK0526_MARKER: DB = BENCH MARK DISK
 MK0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0526_STAMPING: F 233 1947
 MK0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0526+STABILITY: SURFACE MOTION
 MK0526
 MK0526  HISTORY     - Date     Condition        Report By
 MK0526  HISTORY     - 1947     MONUMENTED       CGS
 MK0526  HISTORY     - 1967     POOR             USGS
 MK0526
 MK0526                          STATION DESCRIPTION
 MK0526
 MK0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0526'7.7 MI SE FROM KENNARD.
 MK0526'ABOUT 75 YARDS SOUTHEAST ALONG A GRAVELED STREET FROM THE CHICAGO
 MK0526'AND NORTHWESTERN RAILWAY STATION AT KENNARD, THENCE 0.1 MILE
 MK0526'NORTHEAST ALONG U.S. HIGHWAY 30, THENCE 2.9 MILES EAST ALONG A
 MK0526'GRAVELED ROAD, THENCE 4.5 MILES SOUTHEAST ALONG A GRAVELED
 MK0526'ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, AT A CROSSING,
 MK0526'IN THE SOUTHWEST CORNER OF THE WRANCH SCHOOL YARD, 112 FEET
 MK0526'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 45 FEET
 MK0526'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD AND 1 FOOT HIGHER,
 MK0526'44 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE WELL CURB, 16 FEET
 MK0526'EAST OF A FENCE CORNER, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF
 MK0526'A 4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0526'PROJECTS 3 INCHES ABOVE THE GROUND.
 MK0526
 MK0526                          STATION RECOVERY (1967)
 MK0526
 MK0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MK0526'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1818 ***********************************************************************
 MK1818  DESIGNATION -  F 234 RESET
 MK1818  PID         -  MK1818
 MK1818  STATE/COUNTY-  NE/WASHINGTON
 MK1818  USGS QUAD   -  BLAIR (1983)
 MK1818
 MK1818                         *CURRENT SURVEY CONTROL
 MK1818  ___________________________________________________________________
 MK1818* NAD 83(1986)-  41 31 48.     (N)    096 07 39.     (W)     SCALED    
 MK1818* NAVD 88     -       340.40   (+/-2cm)    1116.8    (feet)  VERTCON   
 MK1818  ___________________________________________________________________
 MK1818  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 MK1818
 MK1818  VERT ORDER  -  THIRD (See Below)
 MK1818
 MK1818.The horizontal coordinates were scaled from a topographic map and have
 MK1818.an estimated accuracy of +/- 6 seconds.
 MK1818
 MK1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1818.The vertical order pertains to the NGVD 29 superseded value.
 MK1818
 MK1818.The geoid height was determined by GEOID03.
 MK1818
 MK1818;                    North         East    Units  Estimated Accuracy
 MK1818;SPC NE       -   195,610.      822,970.      MT  (+/- 180 meters Scaled)
 MK1818
 MK1818                          SUPERSEDED SURVEY CONTROL
 MK1818
 MK1818  NGVD 29 (08/02/06)  340.25   (m)         1116.3    (f) RESET       3  
 MK1818
 MK1818.Superseded values are not recommended for survey control.
 MK1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1818.See file dsdata.txt to determine how the superseded data were derived.
 MK1818
 MK1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM396015(NAD 83)
 MK1818_MARKER: DB = BENCH MARK DISK
 MK1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1818_STAMPING: F 234 RESET 1976
 MK1818_PROJECTION: FLUSH
 MK1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1818+STABILITY: SURFACE MOTION
 MK1818
 MK1818  HISTORY     - Date     Condition        Report By
 MK1818  HISTORY     - 1976     MONUMENTED       RBNF
 MK1818
 MK1818                          STATION DESCRIPTION
 MK1818
 MK1818'DESCRIBED BY RESEARCHED BUT NOT FOUND 1976
 MK1818'1.1 MI SE FROM BLAIR.
 MK1818'0.2 MILE EAST ON COLFAX STREET FROM THE COURTHOUSE IN BLAIR, THENCE
 MK1818'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 73, 66 FEET NORTHEAST OF
 MK1818'THE CENTERLINE OF THE HIGHWAY, 66 FEET RIGHT OF THE HIGHWAY STATION
 MK1818'682/32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0658 ***********************************************************************
 NM0658  DESIGNATION -  F 235
 NM0658  PID         -  NM0658
 NM0658  STATE/COUNTY-  NE/DAKOTA
 NM0658  USGS QUAD   -  JACKSON (1993)
 NM0658
 NM0658                         *CURRENT SURVEY CONTROL
 NM0658  ___________________________________________________________________
 NM0658* NAD 83(1986)-  42 24 52.     (N)    096 31 42.     (W)     SCALED    
 NM0658* NAVD 88     -       335.717  (meters)    1101.43   (feet)  ADJUSTED  
 NM0658  ___________________________________________________________________
 NM0658  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 NM0658  DYNAMIC HT  -         335.608 (meters)    1101.07  (feet)  COMP
 NM0658  MODELED GRAV-     980,289.7   (mgal)                       NAVD 88
 NM0658
 NM0658  VERT ORDER  -  FIRST     CLASS II
 NM0658
 NM0658.The horizontal coordinates were scaled from a topographic map and have
 NM0658.an estimated accuracy of +/- 6 seconds.
 NM0658
 NM0658.The orthometric height was determined by differential leveling
 NM0658.and adjusted by the National Geodetic Survey in June 1991..
 NM0658
 NM0658.The geoid height was determined by GEOID03.
 NM0658
 NM0658.The dynamic height is computed by dividing the NAVD 88
 NM0658.geopotential number by the normal gravity value computed on the
 NM0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0658.degrees latitude (g = 980.6199 gals.).
 NM0658
 NM0658.The modeled gravity was interpolated from observed gravity values.
 NM0658
 NM0658;                    North         East    Units  Estimated Accuracy
 NM0658;SPC NE       -   292,320.      785,620.      MT  (+/- 180 meters Scaled)
 NM0658
 NM0658                          SUPERSEDED SURVEY CONTROL
 NM0658
 NM0658  NGVD 29 (??/??/92)  335.557  (m)         1100.91   (f) ADJ UNCH    1 2
 NM0658
 NM0658.Superseded values are not recommended for survey control.
 NM0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0658.See file dsdata.txt to determine how the superseded data were derived.
 NM0658
 NM0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM033987(NAD 83)
 NM0658_MARKER: DB = BENCH MARK DISK
 NM0658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0658_SP_SET: ABUTMENT
 NM0658_STAMPING: F 235 1947
 NM0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0658
 NM0658  HISTORY     - Date     Condition        Report By
 NM0658  HISTORY     - 1947     MONUMENTED       CGS
 NM0658
 NM0658                          STATION DESCRIPTION
 NM0658
 NM0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0658'3.8 MI NE FROM HUBBARD.
 NM0658'ABOUT 3.8 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0658'AND OMAHA RAILROAD FROM THE STATION AT HUBBARD, ABOUT 1 POLE
 NM0658'NORTHEAST OF MILE POST 12-25, 10.0 FEET NORTHWEST OF AND ABOUT 4.0
 NM0658'FEET LOWER THAN THE CENTER LINE OF THE TRACK, ON TOP OF THE
 NM0658'NORTHWEST END OF THE NORTHEAST STONE ABUTEMENT OF BRIDGE NO. 14
 NM0658'AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM2006 ***********************************************************************
 NM2006  DESIGNATION -  F 236 RESET
 NM2006  PID         -  NM2006
 NM2006  STATE/COUNTY-  NE/DAKOTA
 NM2006  USGS QUAD   -  HOMER (1976)
 NM2006
 NM2006                         *CURRENT SURVEY CONTROL
 NM2006  ___________________________________________________________________
 NM2006* NAD 83(1986)-  42 21 35.     (N)    096 27 38.     (W)     SCALED    
 NM2006* NAVD 88     -       333.70   (meters)    1094.8    (feet)  RESET     
 NM2006  ___________________________________________________________________
 NM2006  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 NM2006
 NM2006  VERT ORDER  -  THIRD
 NM2006
 NM2006.The horizontal coordinates were scaled from a topographic map and have
 NM2006.an estimated accuracy of +/- 6 seconds.
 NM2006
 NM2006.The orthometric height was computed from unverified reset data.
 NM2006.No vertical observational check was made to the station.
 NM2006
 NM2006.The geoid height was determined by GEOID03.
 NM2006
 NM2006;                    North         East    Units  Estimated Accuracy
 NM2006;SPC NE       -   286,470.      791,440.      MT  (+/- 180 meters Scaled)
 NM2006
 NM2006                          SUPERSEDED SURVEY CONTROL
 NM2006
 NM2006  NGVD 29 (08/02/06)  333.54   (m)         1094.3    (f) RESET       3  
 NM2006
 NM2006.Superseded values are not recommended for survey control.
 NM2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2006.See file dsdata.txt to determine how the superseded data were derived.
 NM2006
 NM2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM091928(NAD 83)
 NM2006_MARKER: DV = VERTICAL CONTROL DISK
 NM2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2006_SP_SET: CONCRETE POST
 NM2006_STAMPING: F 236 RESET 1983
 NM2006_MARK LOGO: NGS   
 NM2006_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2006+STABILITY: SURFACE MOTION
 NM2006
 NM2006  HISTORY     - Date     Condition        Report By
 NM2006  HISTORY     - 1983     MONUMENTED       NGS
 NM2006
 NM2006                          STATION DESCRIPTION
 NM2006
 NM2006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NM2006'0.16 KM (0.10 MI) EAST ALONG MAIN STREET, FROM THE POST OFFICE IN
 NM2006'HOMER, THENCE 4.99 KM (3.10 MI) LEFT AND NORTH ALONG US HIGHWAY 77 TO
 NM2006'A PRIVATE RAILROAD CROSSING AND THE BENCH MARK ON THE LEFT, 42.4 M
 NM2006'(139.1 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 29.72 M (97.51
 NM2006'FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE WEST END OF A RAILROAD
 NM2006'CULVERT, 14.02 M (46.00 FT) WEST OF THE WEST RAIL OF THE RAILROAD
 NM2006'TRACK, 3.05 M (10.01 FT) NORTH FROM THE CENTER OF A GATE OF A FIELD
 NM2006'ENTRANCE, 0.61 M (2.00 FT) EAST FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0520 ***********************************************************************
 NM0520  DESIGNATION -  F 237
 NM0520  PID         -  NM0520
 NM0520  STATE/COUNTY-  NE/THURSTON
 NM0520  USGS QUAD   -  WALTHILL (1966)
 NM0520
 NM0520                         *CURRENT SURVEY CONTROL
 NM0520  ___________________________________________________________________
 NM0520* NAD 83(1986)-  42 07 41.     (N)    096 28 15.     (W)     SCALED    
 NM0520* NAVD 88     -       408.476  (meters)    1340.14   (feet)  ADJUSTED  
 NM0520  ___________________________________________________________________
 NM0520  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 NM0520  DYNAMIC HT  -         408.332 (meters)    1339.67  (feet)  COMP
 NM0520  MODELED GRAV-     980,257.3   (mgal)                       NAVD 88
 NM0520
 NM0520  VERT ORDER  -  SECOND    CLASS 0
 NM0520
 NM0520.The horizontal coordinates were scaled from a topographic map and have
 NM0520.an estimated accuracy of +/- 6 seconds.
 NM0520
 NM0520.The orthometric height was determined by differential leveling
 NM0520.and adjusted by the National Geodetic Survey in June 1991..
 NM0520
 NM0520.The geoid height was determined by GEOID03.
 NM0520
 NM0520.The dynamic height is computed by dividing the NAVD 88
 NM0520.geopotential number by the normal gravity value computed on the
 NM0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0520.degrees latitude (g = 980.6199 gals.).
 NM0520
 NM0520.The modeled gravity was interpolated from observed gravity values.
 NM0520
 NM0520;                    North         East    Units  Estimated Accuracy
 NM0520;SPC NE       -   260,730.      791,640.      MT  (+/- 180 meters Scaled)
 NM0520
 NM0520                          SUPERSEDED SURVEY CONTROL
 NM0520
 NM0520  NGVD 29 (??/??/92)  408.322  (m)         1339.64   (f) ADJ UNCH    2 0
 NM0520
 NM0520.Superseded values are not recommended for survey control.
 NM0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0520.See file dsdata.txt to determine how the superseded data were derived.
 NM0520
 NM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM090670(NAD 83)
 NM0520_MARKER: DB = BENCH MARK DISK
 NM0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0520_STAMPING: F 237 1947
 NM0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0520+STABILITY: SURFACE MOTION
 NM0520
 NM0520  HISTORY     - Date     Condition        Report By
 NM0520  HISTORY     - 1947     MONUMENTED       CGS
 NM0520
 NM0520                          STATION DESCRIPTION
 NM0520
 NM0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0520'1.8 MI S FROM WALTHILL.
 NM0520'TO REACH FROM THE BURLINGTON RAILROAD STATION AT WALTHILL GO
 NM0520'EAST 0.4 MILE ALONG STATE HIGHWAY NO. 94, THENCE SOUTH 1.4
 NM0520'MILES ALONG U.S. HIGHWAY NO. 77 TO SITE OF MARK.  BENCH MARK
 NM0520'IS NEAR THE CENTER OF THE TOP OF A LONG HILL SLOPING BOTH
 NM0520'TO THE NORTH AND SOUTH, 48.5 FEET EAST OF AND ABOUT 1.0 FOOT
 NM0520'LOWER THAN THE CENTER LINE OF THE HIGHWAY, 33.2 FEET NORTH OF
 NM0520'THE NORTH END OF A WIRE GATE, 128.5 FEET NORTH-NORTHEAST OF
 NM0520'THE NORTH END OF THE EAST HEADWALL OF A CONCRETE TUBE CULVERT,
 NM0520'6.4 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT WEST OF A FENCE,
 NM0520'1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE
 NM0520'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 NM0520'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0521 ***********************************************************************
 NM0521  DESIGNATION -  F 237 RESET
 NM0521  PID         -  NM0521
 NM0521  STATE/COUNTY-  NE/THURSTON
 NM0521  USGS QUAD   -  WALTHILL (1966)
 NM0521
 NM0521                         *CURRENT SURVEY CONTROL
 NM0521  ___________________________________________________________________
 NM0521* NAD 83(1986)-  42 07 31.     (N)    096 28 12.     (W)     SCALED    
 NM0521* NAVD 88     -       406.27   (meters)    1332.9    (feet)  RESET     
 NM0521  ___________________________________________________________________
 NM0521  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 NM0521
 NM0521  VERT ORDER  -  THIRD
 NM0521
 NM0521.The horizontal coordinates were scaled from a topographic map and have
 NM0521.an estimated accuracy of +/- 6 seconds.
 NM0521
 NM0521.The orthometric height was computed from unverified reset data.
 NM0521
 NM0521.The geoid height was determined by GEOID03.
 NM0521
 NM0521;                    North         East    Units  Estimated Accuracy
 NM0521;SPC NE       -   260,430.      791,730.      MT  (+/- 180 meters Scaled)
 NM0521
 NM0521                          SUPERSEDED SURVEY CONTROL
 NM0521
 NM0521  NGVD 29 (??/??/??)  406.12   (m)         1332.4    (f) RESET       3  
 NM0521
 NM0521.Superseded values are not recommended for survey control.
 NM0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0521.See file dsdata.txt to determine how the superseded data were derived.
 NM0521
 NM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM091667(NAD 83)
 NM0521_MARKER: DB = BENCH MARK DISK
 NM0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0521_STAMPING: F 237 RESET 1965
 NM0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0521+STABILITY: SURFACE MOTION
 NM0521
 NM0521  HISTORY     - Date     Condition        Report By
 NM0521  HISTORY     - 1965     MONUMENTED       LOCENG
 NM0521  HISTORY     - 1967     GOOD             LOCENG
 NM0521
 NM0521                          STATION DESCRIPTION
 NM0521
 NM0521'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0521'2 MI S FROM WALTHILL.
 NM0521'0.4 MILE EAST ALONG STATE HIGHWAY 94 FROM THE BURLINGTON RAILROAD
 NM0521'STATION AT WALTHILL, THENCE 1.6 MILES SOUTH ALONG U.S. HIGHWAY
 NM0521'77, 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AT HIGHWAY
 NM0521'STATION 400 + 58, 61 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF
 NM0521'A PIPE CULVERT UNDER DRIVEWAY, 57 FEET NORTHWEST OF THE TOP
 NM0521'OF A ROADWAY PIPE CULVERT, 5 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY
 NM0521'MARKER POST, 1.5 FEET EAST OF THE NORTH-SOUTH FENCE LINE, AND
 NM0521'ABOUT 4 FEET LOWER THAN THE HIGHWAY, SET IN THE TOP OF A 4
 NM0521'INCH SQUARE CONCRETE POST WITH AN 8 INCH SQUARE TOP PROJECTING
 NM0521'4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0709 ***********************************************************************
 NM0709  DESIGNATION -  F 238
 NM0709  PID         -  NM0709
 NM0709  STATE/COUNTY-  NE/THURSTON
 NM0709  USGS QUAD   -  EMERSON (1967)
 NM0709
 NM0709                         *CURRENT SURVEY CONTROL
 NM0709  ___________________________________________________________________
 NM0709* NAD 83(1986)-  42 15 50.     (N)    096 38 53.     (W)     SCALED    
 NM0709* NAVD 88     -       454.471  (meters)    1491.04   (feet)  ADJUSTED  
 NM0709  ___________________________________________________________________
 NM0709  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM0709  DYNAMIC HT  -         454.315 (meters)    1490.53  (feet)  COMP
 NM0709  MODELED GRAV-     980,262.5   (mgal)                       NAVD 88
 NM0709
 NM0709  VERT ORDER  -  SECOND    CLASS 0
 NM0709
 NM0709.The horizontal coordinates were scaled from a topographic map and have
 NM0709.an estimated accuracy of +/- 6 seconds.
 NM0709
 NM0709.The orthometric height was determined by differential leveling
 NM0709.and adjusted by the National Geodetic Survey in June 1991..
 NM0709
 NM0709.The geoid height was determined by GEOID03.
 NM0709
 NM0709.The dynamic height is computed by dividing the NAVD 88
 NM0709.geopotential number by the normal gravity value computed on the
 NM0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0709.degrees latitude (g = 980.6199 gals.).
 NM0709
 NM0709.The modeled gravity was interpolated from observed gravity values.
 NM0709
 NM0709;                    North         East    Units  Estimated Accuracy
 NM0709;SPC NE       -   275,220.      776,420.      MT  (+/- 180 meters Scaled)
 NM0709
 NM0709                          SUPERSEDED SURVEY CONTROL
 NM0709
 NM0709  NGVD 29 (??/??/92)  454.301  (m)         1490.49   (f) ADJ UNCH    2 0
 NM0709
 NM0709.Superseded values are not recommended for survey control.
 NM0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0709.See file dsdata.txt to determine how the superseded data were derived.
 NM0709
 NM0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM939817(NAD 83)
 NM0709_MARKER: DB = BENCH MARK DISK
 NM0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0709_STAMPING: F 238 1947
 NM0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0709+STABILITY: SURFACE MOTION
 NM0709
 NM0709  HISTORY     - Date     Condition        Report By
 NM0709  HISTORY     - 1947     MONUMENTED       CGS
 NM0709  HISTORY     - 1964     MARK NOT FOUND   NGS
 NM0709
 NM0709                          STATION DESCRIPTION
 NM0709
 NM0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0709'5 MI E FROM EMERSON.
 NM0709'0.9 MILE SOUTH ALONG STATE HIGHWAY NO. 9 FROM THE RAILROAD
 NM0709'STATION AT EMERSON TO A DIRT CROSS ROAD, THENCE EAST 4.1 MILES
 NM0709'TO A DIRT CROSS ROAD, 54.2 FEET WEST OF THE CENTER OF THE
 NM0709'NORTH-SOUTH ROAD, 21.2 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 NM0709'ROAD, 35.2 FEET WEST OF A FENCE CORNER POST, 1.0 FEET NORTH OF
 NM0709'A WIRE FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND
 NM0709'SET IN THE TOP OF A CONCRETE POST.
 NM0709
 NM0709                          STATION RECOVERY (1964)
 NM0709
 NM0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NM0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0530 ***********************************************************************
 NM0530  DESIGNATION -  F 239
 NM0530  PID         -  NM0530
 NM0530  STATE/COUNTY-  NE/THURSTON
 NM0530  USGS QUAD   -  WALTHILL SW (1966)
 NM0530
 NM0530                         *CURRENT SURVEY CONTROL
 NM0530  ___________________________________________________________________
 NM0530* NAD 83(1986)-  42 03 39.     (N)    096 27 45.     (W)     SCALED    
 NM0530* NAVD 88     -       444.036  (meters)    1456.81   (feet)  ADJUSTED  
 NM0530  ___________________________________________________________________
 NM0530  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM0530  DYNAMIC HT  -         443.874 (meters)    1456.28  (feet)  COMP
 NM0530  MODELED GRAV-     980,243.9   (mgal)                       NAVD 88
 NM0530
 NM0530  VERT ORDER  -  SECOND    CLASS 0
 NM0530
 NM0530.The horizontal coordinates were scaled from a topographic map and have
 NM0530.an estimated accuracy of +/- 6 seconds.
 NM0530
 NM0530.The orthometric height was determined by differential leveling
 NM0530.and adjusted by the National Geodetic Survey in June 1991..
 NM0530
 NM0530.The geoid height was determined by GEOID03.
 NM0530
 NM0530.The dynamic height is computed by dividing the NAVD 88
 NM0530.geopotential number by the normal gravity value computed on the
 NM0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0530.degrees latitude (g = 980.6199 gals.).
 NM0530
 NM0530.The modeled gravity was interpolated from observed gravity values.
 NM0530
 NM0530;                    North         East    Units  Estimated Accuracy
 NM0530;SPC NE       -   253,300.      792,640.      MT  (+/- 180 meters Scaled)
 NM0530
 NM0530                          SUPERSEDED SURVEY CONTROL
 NM0530
 NM0530  NGVD 29 (??/??/92)  443.878  (m)         1456.29   (f) ADJ UNCH    2 0
 NM0530
 NM0530.Superseded values are not recommended for survey control.
 NM0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0530.See file dsdata.txt to determine how the superseded data were derived.
 NM0530
 NM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM099596(NAD 83)
 NM0530_MARKER: DB = BENCH MARK DISK
 NM0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0530_STAMPING: F 239 1947
 NM0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0530+STABILITY: SURFACE MOTION
 NM0530
 NM0530  HISTORY     - Date     Condition        Report By
 NM0530  HISTORY     - 1947     MONUMENTED       CGS
 NM0530
 NM0530                          STATION DESCRIPTION
 NM0530
 NM0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0530'6.9 MI SE FROM WALTHILL.
 NM0530'0.6 MILE EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT WALTHILL,
 NM0530'THENCE 6.3 MILES SOUTH ALONG U.S. HIGHWAY 77, AT A CROSS ROAD,
 NM0530'96.6 FEET NORTH OF THE NORTHWEST CORNER OF LANES LUNCH, 93.0 FEET
 NM0530'EAST OF THE CENTER LINE OF THE HIGHWAY, 27.1 FEET NORTH OF THE
 NM0530'CENTER LINE OF THE CROSS ROAD, 22.7 FEET EAST OF A TELEPHONE POLE,
 NM0530'1.0 FOOT SOUTH OF A BARBED WIRE FENCE, 2.0 FEET WEST OF A 4 X 4
 NM0530'MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 NM0530'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0531 ***********************************************************************
 NM0531  DESIGNATION -  F 239 RESET
 NM0531  PID         -  NM0531
 NM0531  STATE/COUNTY-  NE/THURSTON
 NM0531  USGS QUAD   -  WALTHILL SW (1966)
 NM0531
 NM0531                         *CURRENT SURVEY CONTROL
 NM0531  ___________________________________________________________________
 NM0531* NAD 83(1986)-  42 03 39.     (N)    096 27 49.     (W)     SCALED    
 NM0531* NAVD 88     -       444.27   (meters)    1457.6    (feet)  RESET     
 NM0531  ___________________________________________________________________
 NM0531  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 NM0531
 NM0531  VERT ORDER  -  THIRD
 NM0531
 NM0531.The horizontal coordinates were scaled from a topographic map and have
 NM0531.an estimated accuracy of +/- 6 seconds.
 NM0531
 NM0531.The orthometric height was computed from unverified reset data.
 NM0531
 NM0531.The geoid height was determined by GEOID03.
 NM0531
 NM0531;                    North         East    Units  Estimated Accuracy
 NM0531;SPC NE       -   253,300.      792,550.      MT  (+/- 180 meters Scaled)
 NM0531
 NM0531                          SUPERSEDED SURVEY CONTROL
 NM0531
 NM0531  NGVD 29 (??/??/??)  444.12   (m)         1457.1    (f) RESET       3  
 NM0531
 NM0531.Superseded values are not recommended for survey control.
 NM0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0531.See file dsdata.txt to determine how the superseded data were derived.
 NM0531
 NM0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM098596(NAD 83)
 NM0531_MARKER: DB = BENCH MARK DISK
 NM0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0531_STAMPING: F 239 RESET 1965
 NM0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0531+STABILITY: SURFACE MOTION
 NM0531
 NM0531  HISTORY     - Date     Condition        Report By
 NM0531  HISTORY     - 1965     MONUMENTED       LOCENG
 NM0531  HISTORY     - 1967     GOOD             LOCENG
 NM0531
 NM0531                          STATION DESCRIPTION
 NM0531
 NM0531'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0531'6.7 MI S FROM WALTHILL.
 NM0531'ABOUT 0.6 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 NM0531'AT WALTHILL, THENCE 6.1 MILES SOUTH ALONG U.S. HIGHWAY 77,
 NM0531'174 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT STATION
 NM0531'641 + 03, 102 FEET WEST-NORTHWEST OF A PIPE CULVERT UNDER THE
 NM0531'HIGHWAY, 52 FEET NORTH OF THE NORTH EDGE OF PAVEMENT OF STATE
 NM0531'SPUR 177, 2.5 FEET EAST OF A TELEPHONE POLE, 2 FEET SOUTH OF
 NM0531'A HIGHWAY RIGHT-OF-WAY MARKER AND ABOUT 2 FEET ABOVE THE LEVEL
 NM0531'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0531'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0797 ***********************************************************************
 LH0797  DESIGNATION -  F 24
 LH0797  PID         -  LH0797
 LH0797  STATE/COUNTY-  NE/GOSPER
 LH0797  USGS QUAD   -  JOHNSON LAKE (1983)
 LH0797
 LH0797                         *CURRENT SURVEY CONTROL
 LH0797  ___________________________________________________________________
 LH0797* NAD 83(1986)-  40 39 21.     (N)    099 47 41.     (W)     SCALED    
 LH0797* NAVD 88     -       788.760  (meters)    2587.79   (feet)  POSTED    
 LH0797  ___________________________________________________________________
 LH0797  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 LH0797  DYNAMIC HT  -         788.280 (meters)    2586.22  (feet)  COMP
 LH0797  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 LH0797
 LH0797  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 LH0797
 LH0797.The horizontal coordinates were scaled from a topographic map and have
 LH0797.an estimated accuracy of +/- 6 seconds.
 LH0797
 LH0797.The orthometric height was determined by differential leveling
 LH0797.and adjusted by the National Geodetic Survey in 1992..
 LH0797.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 LH0797.rate of 3.1 thru 4.0 mm/km.
 LH0797
 LH0797.The geoid height was determined by GEOID03.
 LH0797
 LH0797.The dynamic height is computed by dividing the NAVD 88
 LH0797.geopotential number by the normal gravity value computed on the
 LH0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0797.degrees latitude (g = 980.6199 gals.).
 LH0797
 LH0797.The modeled gravity was interpolated from observed gravity values.
 LH0797
 LH0797;                    North         East    Units  Estimated Accuracy
 LH0797;SPC NE       -    91,340.      517,360.      MT  (+/- 180 meters Scaled)
 LH0797
 LH0797                          SUPERSEDED SURVEY CONTROL
 LH0797
 LH0797  NGVD 29 (??/??/92)  788.476  (m)         2586.86   (f) ADJ UNCH    1 2
 LH0797
 LH0797.Superseded values are not recommended for survey control.
 LH0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0797.See file dsdata.txt to determine how the superseded data were derived.
 LH0797
 LH0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML328008(NAD 83)
 LH0797_MARKER: DB = BENCH MARK DISK
 LH0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0797_SP_SET: CONCRETE POST
 LH0797_STAMPING: F 24 1933
 LH0797_MARK LOGO: CGS   
 LH0797_PROJECTION: PROJECTING 30 CENTIMETERS
 LH0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0797+STABILITY: SURFACE MOTION
 LH0797
 LH0797  HISTORY     - Date     Condition        Report By
 LH0797  HISTORY     - 1933     MONUMENTED       CGS
 LH0797  HISTORY     - 1934     GOOD             NGS
 LH0797  HISTORY     - 1986     POOR             NGS
 LH0797
 LH0797                          STATION DESCRIPTION
 LH0797
 LH0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0797'7.6 MI N FROM ELWOOD.
 LH0797'7.6 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0797'AT ELWOOD, AT THE NORTH POINT OF A 90-DEGREE CURVE, AT THE
 LH0797'JUNCTION OF A ROAD LEADING SOUTH, 75 YARDS NORTH OF A SECTION
 LH0797'ROAD LEADING EAST, AND 55 FEET EAST OF THE CENTERLINE OF THE
 LH0797'HIGHWAY.  A STANDARD DISK, STAMPED F 24 1933 AND SET IN THE
 LH0797'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LH0797
 LH0797                          STATION RECOVERY (1986)
 LH0797
 LH0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0797'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  8.1 KM (5.1
 LH0797'MI) NORTH ALONG US HGIHWAY 283 FROM THE COUNTY COURTHOUSE AT ELWOOD,
 LH0797'THENCE 3.2 KM (2.0 MI) EAST ALONG A DIRT ROAD, IN THE NORTHEAST CORNER
 LH0797'OF THE JUNCTION OF A DIRT ROAD, 73.4 METERS (241 FT) NORTH OF THE
 LH0797'CENTER OF THE ROAD, 12.3 METERS (40.5 FT) NORTH OF THE 1ST POWER POLE
 LH0797'NORTH OF THE JUNCTION AND 8.2 METERS (27 FT) EAST OF THE CENTER OF A
 LH0797'ROAD.  NOTE--POST IS CRACKED AND EXPOSED AND WILL NOT BE LEVELED TO
 LH0797'DURING THIS SURVEY.
 LH0797'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LH0797'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0445 ***********************************************************************
 NM0445  DESIGNATION -  F 240
 NM0445  PID         -  NM0445
 NM0445  STATE/COUNTY-  NE/THURSTON
 NM0445  USGS QUAD   -  ALBATON (1969)
 NM0445
 NM0445                         *CURRENT SURVEY CONTROL
 NM0445  ___________________________________________________________________
 NM0445* NAD 83(1986)-  42 08 01.     (N)    096 21 23.     (W)     SCALED    
 NM0445* NAVD 88     -       397.510  (meters)    1304.16   (feet)  ADJUSTED  
 NM0445  ___________________________________________________________________
 NM0445  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 NM0445  DYNAMIC HT  -         397.374 (meters)    1303.72  (feet)  COMP
 NM0445  MODELED GRAV-     980,266.2   (mgal)                       NAVD 88
 NM0445
 NM0445  VERT ORDER  -  SECOND    CLASS 0
 NM0445
 NM0445.The horizontal coordinates were scaled from a topographic map and have
 NM0445.an estimated accuracy of +/- 6 seconds.
 NM0445
 NM0445.The orthometric height was determined by differential leveling
 NM0445.and adjusted by the National Geodetic Survey in June 1991..
 NM0445
 NM0445.The geoid height was determined by GEOID03.
 NM0445
 NM0445.The dynamic height is computed by dividing the NAVD 88
 NM0445.geopotential number by the normal gravity value computed on the
 NM0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0445.degrees latitude (g = 980.6199 gals.).
 NM0445
 NM0445.The modeled gravity was interpolated from observed gravity values.
 NM0445
 NM0445;                    North         East    Units  Estimated Accuracy
 NM0445;SPC NE       -   261,740.      801,070.      MT  (+/- 180 meters Scaled)
 NM0445
 NM0445                          SUPERSEDED SURVEY CONTROL
 NM0445
 NM0445  NGVD 29 (??/??/92)  397.361  (m)         1303.68   (f) ADJ UNCH    2 0
 NM0445
 NM0445.Superseded values are not recommended for survey control.
 NM0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0445.See file dsdata.txt to determine how the superseded data were derived.
 NM0445
 NM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM184679(NAD 83)
 NM0445_MARKER: DB = BENCH MARK DISK
 NM0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0445_STAMPING: F 240 1947
 NM0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0445+STABILITY: SURFACE MOTION
 NM0445
 NM0445  HISTORY     - Date     Condition        Report By
 NM0445  HISTORY     - 1947     MONUMENTED       CGS
 NM0445  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0445
 NM0445                          STATION DESCRIPTION
 NM0445
 NM0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0445'9.2 MI SE FROM WALTHILL.
 NM0445'8.2 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 NM0445'WALTHILL, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, AT THE TOP
 NM0445'OF A LONG HILL AND IN THE SOUTHEAST CORNER OF A SMALL WOODED
 NM0445'AREA, 35.4 FEET WEST OF THE CENTER LINE OF THE ROAD, 20.3 FEET
 NM0445'NORTH OF A FENCE CORNER, 5.0 FEET ABOVE THE LEVEL OF THE ROAD,
 NM0445'1.0 FOOT WEST OF A BARBED WIRE FENCE, 2.0 FEET SOUTH OF A
 NM0445'4 X 4 IN MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NM0445'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 NM0445
 NM0445                          STATION RECOVERY (1965)
 NM0445
 NM0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0334 ***********************************************************************
 MK0334  DESIGNATION -  F 241
 MK0334  PID         -  MK0334
 MK0334  STATE/COUNTY-  NE/BURT
 MK0334  USGS QUAD   -  TEKAMAH (1983)
 MK0334
 MK0334                         *CURRENT SURVEY CONTROL
 MK0334  ___________________________________________________________________
 MK0334* NAD 83(1986)-  41 46 40.     (N)    096 09 29.     (W)     SCALED    
 MK0334* NAVD 88     -       313.657  (meters)    1029.06   (feet)  ADJUSTED  
 MK0334  ___________________________________________________________________
 MK0334  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MK0334  DYNAMIC HT  -         313.533 (meters)    1028.65  (feet)  COMP
 MK0334  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 MK0334
 MK0334  VERT ORDER  -  SECOND    CLASS 0
 MK0334
 MK0334.The horizontal coordinates were scaled from a topographic map and have
 MK0334.an estimated accuracy of +/- 6 seconds.
 MK0334
 MK0334.The orthometric height was determined by differential leveling
 MK0334.and adjusted by the National Geodetic Survey in June 1991..
 MK0334
 MK0334.The geoid height was determined by GEOID03.
 MK0334
 MK0334.The dynamic height is computed by dividing the NAVD 88
 MK0334.geopotential number by the normal gravity value computed on the
 MK0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0334.degrees latitude (g = 980.6199 gals.).
 MK0334
 MK0334.The modeled gravity was interpolated from observed gravity values.
 MK0334
 MK0334;                    North         East    Units  Estimated Accuracy
 MK0334;SPC NE       -   222,980.      819,200.      MT  (+/- 180 meters Scaled)
 MK0334
 MK0334                          SUPERSEDED SURVEY CONTROL
 MK0334
 MK0334  NGVD 29 (??/??/92)  313.517  (m)         1028.60   (f) ADJ UNCH    2 0
 MK0334
 MK0334.Superseded values are not recommended for survey control.
 MK0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0334.See file dsdata.txt to determine how the superseded data were derived.
 MK0334
 MK0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM361290(NAD 83)
 MK0334_MARKER: DB = BENCH MARK DISK
 MK0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0334_STAMPING: F 241 1947
 MK0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0334+STABILITY: SURFACE MOTION
 MK0334
 MK0334  HISTORY     - Date     Condition        Report By
 MK0334  HISTORY     - 1947     MONUMENTED       CGS
 MK0334  HISTORY     - 1974     GOOD             LOCSUR
 MK0334
 MK0334                          STATION DESCRIPTION
 MK0334
 MK0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0334'3.2 MI E FROM TEKAMAH.
 MK0334'3.25 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0334'TEKAMAH, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 68.0
 MK0334'FEET SOUTHWEST OF AND ACROSS THE ROAD FROM R E A POWER LINE
 MK0334'POLE NO. B 243, 32.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 MK0334'ROAD, 6.0 FEET SOUTH OF A TELEPHONE POLE, 4.0 FEET SOUTH OF A
 MK0334'FENCE CORNER POST, 2.0 FEET SOUTH OF A REFERENCE POST, 1.5
 MK0334'FOOT WEST OF A NORTH-SOUTH FENCE LINE, SET IN A CONCRETE POST
 MK0334'ABOUT 2 FEET BELOW THE ROAD AND PROJECTING 0.2 FOOT.
 MK0334
 MK0334                          STATION RECOVERY (1974)
 MK0334
 MK0334'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0335 ***********************************************************************
 MK0335  DESIGNATION -  F 241 RESET
 MK0335  PID         -  MK0335
 MK0335  STATE/COUNTY-  NE/BURT
 MK0335  USGS QUAD   -  TEKAMAH (1983)
 MK0335
 MK0335                         *CURRENT SURVEY CONTROL
 MK0335  ___________________________________________________________________
 MK0335* NAD 83(1995)-  41 46 40.66132(N)    096 09 30.29619(W)     ADJUSTED  
 MK0335* NAVD 88     -       313.82   (meters)    1029.6    (feet)  RESET     
 MK0335  ___________________________________________________________________
 MK0335  X           -    -511,036.948 (meters)                     COMP
 MK0335  Y           -  -4,736,188.246 (meters)                     COMP
 MK0335  Z           -   4,227,435.130 (meters)                     COMP
 MK0335  LAPLACE CORR-          -9.15  (seconds)                    DEFLEC99
 MK0335  ELLIP HEIGHT-         286.25  (meters)          (06/27/02) GPS OBS
 MK0335  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MK0335
 MK0335  HORZ ORDER  -  FIRST
 MK0335  VERT ORDER  -  THIRD
 MK0335  ELLP ORDER  -  FOURTH    CLASS I
 MK0335
 MK0335.The horizontal coordinates were established by GPS observations
 MK0335.and adjusted by the National Geodetic Survey in August 1997..
 MK0335
 MK0335.The orthometric height was computed from unverified reset data.
 MK0335
 MK0335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK0335
 MK0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK0335
 MK0335.The ellipsoidal height was determined by GPS observations
 MK0335.and is referenced to NAD 83.
 MK0335
 MK0335.The geoid height was determined by GEOID03.
 MK0335
 MK0335;                    North         East     Units Scale Factor Converg.
 MK0335;SPC NE       -   222,995.774   819,171.756   MT  0.99966984   +2 32 44.9
 MK0335;UTM  14      - 4,629,027.386   736,160.628   MT  1.00028636   +1 53 38.6
 MK0335
 MK0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0335!SPC NE       -   0.99995510  x   0.99966984  =   0.99962496
 MK0335!UTM  14      -   0.99995510  x   1.00028636  =   1.00024145
 MK0335
 MK0335                          SUPERSEDED SURVEY CONTROL
 MK0335
 MK0335  ELLIP H (03/16/99)  286.37   (m)                       GP(       ) 4 1
 MK0335  ELLIP H (08/18/97)  286.34   (m)                       GP(       ) 4 1
 MK0335  NAD 83(1986)-  41 46 40.66614(N)    096 09 30.29876(W) AD(       ) 1
 MK0335  NGVD 29 (??/??/??)  313.68   (m)         1029.1    (f) RESET       3  
 MK0335
 MK0335.Superseded values are not recommended for survey control.
 MK0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0335.See file dsdata.txt to determine how the superseded data were derived.
 MK0335
 MK0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3616129027(NAD 83)
 MK0335_MARKER: DB = BENCH MARK DISK
 MK0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0335_SP_SET: CONCRETE POST
 MK0335_STAMPING: F 241 1947 RESET 1957
 MK0335_MARK LOGO: CGS   
 MK0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0335+STABILITY: SURFACE MOTION
 MK0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0335+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1989
 MK0335
 MK0335  HISTORY     - Date     Condition        Report By
 MK0335  HISTORY     - 1954     MONUMENTED       CGS
 MK0335  HISTORY     - 1974     GOOD             LOCSUR
 MK0335  HISTORY     - 19890328 GOOD             NGS
 MK0335
 MK0335                          STATION DESCRIPTION
 MK0335
 MK0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MK0335'3.2 MI E FROM TEKAMAH.
 MK0335'3.25 MILES EAST ALONG A GRAVEL ROAD FROM THE COURTHOUSE AT
 MK0335'TEKAMAH, BURT COUNTY, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 MK0335'NORTH, 50 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 MK0335'ROAD, 4 FEET SOUTH OF A POLE, 1 FOOT WEST OF A NORTH-AND-SOUTH
 MK0335'FENCE, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 MK0335'STANDARD DISK, STAMPED F 241 1947 RESET 1954 AND SET IN THE
 MK0335'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MK0335
 MK0335                          STATION RECOVERY (1974)
 MK0335
 MK0335'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0335'RECOVERED IN GOOD CONDITION.
 MK0335
 MK0335                          STATION RECOVERY (1989)
 MK0335
 MK0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0335'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) EAST OF BURT COUNTY
 MK0335'COURTHOUSE IN TEKAMAH, 2.1 KM (1.30 MI) NORTHEAST OF THE TEKAMAH
 MK0335'MUNICIPAL AIRPORT, AT THE JUNCTION OF ROAD GH AND ROAD 42, IN THE ROAD
 MK0335'RIGHT-OF-WAY.  OWNERSHIP--BURT COUNTY.
 MK0335'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 AND M STREET
 MK0335'ON THE SOUTH SIDE OF BURT COUNTY COURTHOUSE IN TEKAMAH, GO EAST ALONG
 MK0335'M STREET (TURNS INTO ROAD GH)FOR 5.3 KM (3.30 MI) TO ROAD 42 LEADING
 MK0335'NORTH AND THE STATION ON THE RIGHT NEAR A FENCE CORNER.
 MK0335'THE STATION IS ABOUT 0.3 M (1.0 FT) BELOW THE ROAD LEVEL AND
 MK0335'PROJECTING 12 CM.  IT IS 15.5 M (50.9 FT) SOUTH OF THE CENTERLINE OF
 MK0335'ROAD GH, 1.5 M (4.9 FT) SOUTHWEST OF A FENCE CORNER-POST, 0.5 M
 MK0335'(1.6 FT) WEST OF A NORTH-SOUTH FENCE AND 0.4 M (1.3 FT) EAST OF A
 MK0335'METAL WITNESS POST.
 MK0335'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0292 ***********************************************************************
 MK0292  DESIGNATION -  F 242
 MK0292  PID         -  MK0292
 MK0292  STATE/COUNTY-  NE/BURT
 MK0292  USGS QUAD   -  TEKAMAH NW (1970)
 MK0292
 MK0292                         *CURRENT SURVEY CONTROL
 MK0292  ___________________________________________________________________
 MK0292* NAD 83(1986)-  41 59 09.     (N)    096 12 27.     (W)     SCALED    
 MK0292* NAVD 88     -       319.972  (meters)    1049.77   (feet)  ADJUSTED  
 MK0292  ___________________________________________________________________
 MK0292  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 MK0292  DYNAMIC HT  -         319.857 (meters)    1049.40  (feet)  COMP
 MK0292  MODELED GRAV-     980,255.4   (mgal)                       NAVD 88
 MK0292
 MK0292  VERT ORDER  -  SECOND    CLASS 0
 MK0292
 MK0292.The horizontal coordinates were scaled from a topographic map and have
 MK0292.an estimated accuracy of +/- 6 seconds.
 MK0292
 MK0292.The orthometric height was determined by differential leveling
 MK0292.and adjusted by the National Geodetic Survey in June 1991..
 MK0292
 MK0292.The geoid height was determined by GEOID03.
 MK0292
 MK0292.The dynamic height is computed by dividing the NAVD 88
 MK0292.geopotential number by the normal gravity value computed on the
 MK0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0292.degrees latitude (g = 980.6199 gals.).
 MK0292
 MK0292.The modeled gravity was interpolated from observed gravity values.
 MK0292
 MK0292;                    North         East    Units  Estimated Accuracy
 MK0292;SPC NE       -   245,880.      814,080.      MT  (+/- 180 meters Scaled)
 MK0292
 MK0292                          SUPERSEDED SURVEY CONTROL
 MK0292
 MK0292  NGVD 29 (??/??/92)  319.828  (m)         1049.30   (f) ADJ UNCH    2 0
 MK0292
 MK0292.Superseded values are not recommended for survey control.
 MK0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0292.See file dsdata.txt to determine how the superseded data were derived.
 MK0292
 MK0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM313519(NAD 83)
 MK0292_MARKER: DB = BENCH MARK DISK
 MK0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0292_STAMPING: F 242 1947
 MK0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0292+STABILITY: SURFACE MOTION
 MK0292
 MK0292  HISTORY     - Date     Condition        Report By
 MK0292  HISTORY     - 1947     MONUMENTED       CGS
 MK0292  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0292
 MK0292                          STATION DESCRIPTION
 MK0292
 MK0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0292'3.4 MI SE FROM DECATUR.
 MK0292'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0292'AT DECATUR, THENCE 2.1 MILES EAST ALONG A GRAVEL ROAD, AT A
 MK0292'POINT WHERE THE ROAD TURNS SOUTH, ABOUT 80 FEET SOUTH OF THE
 MK0292'SOUTH BANK OF A LOW AREA WHICH BECOMES FLOODED DURING HIGHWATER
 MK0292'IN THE MISSOURI RIVER, 42.0 FEET NORTHEAST OF THE CENTER OF THE
 MK0292'MAIN ROAD, 24.0 FEET EAST OF THE CENTER OF A PRIVATE ROAD
 MK0292'LEADING TOWARD THE RIVER, 9.0 FEET SOUTH OF THE SOUTH EDGE OF A
 MK0292'3-FOOT ELM TREE, 2.0 FEET NORTH OF A REFERENCE POST, 0.7 FOOT
 MK0292'WEST OF THE EAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST
 MK0292'ABOUT 2 FEET BELOW THE ROAD AND PROJECTING 0.1 FOOT.
 MK0292
 MK0292                          STATION RECOVERY (1974)
 MK0292
 MK0292'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0630 ***********************************************************************
 MK0630  DESIGNATION -  F 243
 MK0630  PID         -  MK0630
 MK0630  STATE/COUNTY-  NE/DOUGLAS
 MK0630  USGS QUAD   -  ELKHORN (1983)
 MK0630
 MK0630                         *CURRENT SURVEY CONTROL
 MK0630  ___________________________________________________________________
 MK0630* NAD 83(1986)-  41 19 16.     (N)    096 07 56.     (W)     SCALED    
 MK0630* NAVD 88     -       361.432  (meters)    1185.80   (feet)  ADJUSTED  
 MK0630  ___________________________________________________________________
 MK0630  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 MK0630  DYNAMIC HT  -         361.270 (meters)    1185.27  (feet)  COMP
 MK0630  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 MK0630
 MK0630  VERT ORDER  -  SECOND    CLASS 0
 MK0630
 MK0630.The horizontal coordinates were scaled from a topographic map and have
 MK0630.an estimated accuracy of +/- 6 seconds.
 MK0630
 MK0630.The orthometric height was determined by differential leveling
 MK0630.and adjusted by the National Geodetic Survey in June 1991..
 MK0630
 MK0630.The geoid height was determined by GEOID03.
 MK0630
 MK0630.The dynamic height is computed by dividing the NAVD 88
 MK0630.geopotential number by the normal gravity value computed on the
 MK0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0630.degrees latitude (g = 980.6199 gals.).
 MK0630
 MK0630.The modeled gravity was interpolated from observed gravity values.
 MK0630
 MK0630;                    North         East    Units  Estimated Accuracy
 MK0630;SPC NE       -   172,420.      823,620.      MT  (+/- 180 meters Scaled)
 MK0630
 MK0630                          SUPERSEDED SURVEY CONTROL
 MK0630
 MK0630  NGVD 29 (??/??/92)  361.305  (m)         1185.38   (f) ADJ UNCH    2 0
 MK0630
 MK0630.Superseded values are not recommended for survey control.
 MK0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0630.See file dsdata.txt to determine how the superseded data were derived.
 MK0630
 MK0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL400783(NAD 83)
 MK0630_MARKER: DB = BENCH MARK DISK
 MK0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0630_STAMPING: F 243 1947
 MK0630_MARK LOGO: CGS   
 MK0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0630+STABILITY: SURFACE MOTION
 MK0630
 MK0630  HISTORY     - Date     Condition        Report By
 MK0630  HISTORY     - 1947     MONUMENTED       CGS
 MK0630  HISTORY     - 1976     GOOD             LOCSUR
 MK0630  HISTORY     - 19950711 GOOD             NGS
 MK0630
 MK0630                          STATION DESCRIPTION
 MK0630
 MK0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0630'3.5 MI SE FROM BENNINGTON.
 MK0630'1.5 MILE SOUTH ALONG A PAVED ROAD FROM THE BENNINGTON SCHOOL
 MK0630'AT BENNINGTON, THENCE 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY
 MK0630'NO. 8, 150.0 FEET NORTHWEST OF THE INTERSECTION OF THE CENTER
 MK0630'LINES OF THE HIGHWAY AND OF A GRAVEL ROAD LEADING WEST, 62.0 FEET
 MK0630'NORTHWEST OF A CONCRETE GUARD POST WHICH IS ON TOP OF THE HEAD
 MK0630'WALL OF A CONCRETE CULVERT, 51.0 FEET NORTH OF THE CENTER OF THE
 MK0630'GRAVEL ROAD, 28.2 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 MK0630'2.5 FEET NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST
 MK0630'ABOUT 2 FEET ABOVE THE HIGHWAY AND PROJECTING 0.1 FOOT.
 MK0630
 MK0630                          STATION RECOVERY (1976)
 MK0630
 MK0630'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0630'RECOVERED IN GOOD CONDITION.
 MK0630
 MK0630                          STATION RECOVERY (1995)
 MK0630
 MK0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK0630'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0586 ***********************************************************************
 MK0586  DESIGNATION -  F 244
 MK0586  PID         -  MK0586
 MK0586  STATE/COUNTY-  NE/DODGE
 MK0586  USGS QUAD   -  FREMONT WEST (1983)
 MK0586
 MK0586                         *CURRENT SURVEY CONTROL
 MK0586  ___________________________________________________________________
 MK0586* NAD 83(1986)-  41 27 03.     (N)    096 30 44.     (W)     SCALED    
 MK0586* NAVD 88     -       366.843  (meters)    1203.55   (feet)  ADJUSTED  
 MK0586  ___________________________________________________________________
 MK0586  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 MK0586  DYNAMIC HT  -         366.678 (meters)    1203.01  (feet)  COMP
 MK0586  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 MK0586
 MK0586  VERT ORDER  -  SECOND    CLASS 0
 MK0586
 MK0586.This mark is at Fremont Municipal Airport (FET)
 MK0586
 MK0586.The horizontal coordinates were scaled from a topographic map and have
 MK0586.an estimated accuracy of +/- 6 seconds.
 MK0586
 MK0586.The orthometric height was determined by differential leveling
 MK0586.and adjusted by the National Geodetic Survey in June 1991..
 MK0586
 MK0586.The geoid height was determined by GEOID03.
 MK0586
 MK0586.The dynamic height is computed by dividing the NAVD 88
 MK0586.geopotential number by the normal gravity value computed on the
 MK0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0586.degrees latitude (g = 980.6199 gals.).
 MK0586
 MK0586.The modeled gravity was interpolated from observed gravity values.
 MK0586
 MK0586;                    North         East    Units  Estimated Accuracy
 MK0586;SPC NE       -   185,460.      791,260.      MT  (+/- 180 meters Scaled)
 MK0586
 MK0586                          SUPERSEDED SURVEY CONTROL
 MK0586
 MK0586  NGVD 29 (??/??/92)  366.696  (m)         1203.07   (f) ADJ UNCH    2 0
 MK0586
 MK0586.Superseded values are not recommended for survey control.
 MK0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0586.See file dsdata.txt to determine how the superseded data were derived.
 MK0586
 MK0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL078917(NAD 83)
 MK0586_MARKER: DB = BENCH MARK DISK
 MK0586_SETTING: 0 = UNSPECIFIED SETTING
 MK0586_STAMPING: F 244 1947
 MK0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0586
 MK0586  HISTORY     - Date     Condition        Report By
 MK0586  HISTORY     - 1947     MONUMENTED       CGS
 MK0586
 MK0586                          STATION DESCRIPTION
 MK0586
 MK0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0586'AT FREMONT.
 MK0586'AT FREMONT, 1.1 MILES NORTH ALONG U.S. HIGHWAY NO. 77 AND 0.8
 MK0586'MILE WEST ALONG U.S. HIGHWAY NO. 30 FROM THE POST OFFICE,
 MK0586'AT THE FREMONT MUNICIPAL AIRPORT.  5.5 FEET EAST OF THE CENTER
 MK0586'OF THE DOORWAY ON THE NORTH SIDE OF THE ADMINISTRATION BUILDING,
 MK0586'3.0 FEET ABOVE THE SIDEWALK.  A BENCH MARK DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0373 ***********************************************************************
 MK0373  DESIGNATION -  F 245
 MK0373  PID         -  MK0373
 MK0373  STATE/COUNTY-  NE/BURT
 MK0373  USGS QUAD   -  HERMAN (1970)
 MK0373
 MK0373                         *CURRENT SURVEY CONTROL
 MK0373  ___________________________________________________________________
 MK0373* NAD 83(1986)-  41 42 45.     (N)    096 14 51.     (W)     SCALED    
 MK0373* NAVD 88     -       329.341  (meters)    1080.51   (feet)  ADJUSTED  
 MK0373  ___________________________________________________________________
 MK0373  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 MK0373  DYNAMIC HT  -         329.209 (meters)    1080.08  (feet)  COMP
 MK0373  MODELED GRAV-     980,212.6   (mgal)                       NAVD 88
 MK0373
 MK0373  VERT ORDER  -  SECOND    CLASS 0
 MK0373
 MK0373.The horizontal coordinates were scaled from a topographic map and have
 MK0373.an estimated accuracy of +/- 6 seconds.
 MK0373
 MK0373.The orthometric height was determined by differential leveling
 MK0373.and adjusted by the National Geodetic Survey in June 1991..
 MK0373
 MK0373.The geoid height was determined by GEOID03.
 MK0373
 MK0373.The dynamic height is computed by dividing the NAVD 88
 MK0373.geopotential number by the normal gravity value computed on the
 MK0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0373.degrees latitude (g = 980.6199 gals.).
 MK0373
 MK0373.The modeled gravity was interpolated from observed gravity values.
 MK0373
 MK0373;                    North         East    Units  Estimated Accuracy
 MK0373;SPC NE       -   215,410.      812,090.      MT  (+/- 180 meters Scaled)
 MK0373
 MK0373                          SUPERSEDED SURVEY CONTROL
 MK0373
 MK0373  NGVD 29 (??/??/92)  329.202  (m)         1080.06   (f) ADJ UNCH    2 0
 MK0373
 MK0373.Superseded values are not recommended for survey control.
 MK0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0373.See file dsdata.txt to determine how the superseded data were derived.
 MK0373
 MK0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM289215(NAD 83)
 MK0373_MARKER: DB = BENCH MARK DISK
 MK0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0373_STAMPING: F 245 1947
 MK0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0373+STABILITY: SURFACE MOTION
 MK0373
 MK0373  HISTORY     - Date     Condition        Report By
 MK0373  HISTORY     - 1947     MONUMENTED       CGS
 MK0373
 MK0373                          STATION DESCRIPTION
 MK0373
 MK0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0373'3.8 MI NW FROM HERMAN.
 MK0373'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE AT
 MK0373'HERMAN, THENCE 0.85 MILE WEST ALONG STATE HIGHWAY NO. 31 AND
 MK0373'2.75 MILES NORTHWEST AND NORTH ALONG A GRAVEL ROAD, IN THE
 MK0373'NORTHWEST ANGLE OF A CROSS ROAD, 0.05 MILE NORTH OF A STEEL
 MK0373'BRIDGE OVER A CREEK, 60.0 FEET WEST OF THE CENTER OF THE
 MK0373'NORTH-SOUTH ROAD, 23.0 FEET NORTH OF THE CENTER OF THE EAST-WEST
 MK0373'ROAD, 9.3 FEET WEST OF TELEPHONE POLE NO. 1 214, 2.5 FEET WEST
 MK0373'OF A REFERENCE POST, 0.7 FOOT SOUTH OF THE NORTH RIGHT OF WAY
 MK0373'FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 MK0373'ROAD AND PROJECTING 0.2 FOOT.  THIS BENCH MARK IS ALSO 4.4 MILES
 MK0373'SOUTHWEST ALONG A GRAVEL ROAD FROM THE CHICAGO, ST. PAUL,
 MK0373'MINNEAPOLIS AND OMAHA RAILWAY STATION AT TEKAMAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0591 ***********************************************************************
 NM0591  DESIGNATION -  F 246
 NM0591  PID         -  NM0591
 NM0591  STATE/COUNTY-  NE/THURSTON
 NM0591  USGS QUAD   -  PENDER (1966)
 NM0591
 NM0591                         *CURRENT SURVEY CONTROL
 NM0591  ___________________________________________________________________
 NM0591* NAD 83(1986)-  42 05 28.     (N)    096 40 33.     (W)     SCALED    
 NM0591* NAVD 88     -       403.215  (meters)    1322.88   (feet)  ADJUSTED  
 NM0591  ___________________________________________________________________
 NM0591  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 NM0591  DYNAMIC HT  -         403.071 (meters)    1322.41  (feet)  COMP
 NM0591  MODELED GRAV-     980,253.3   (mgal)                       NAVD 88
 NM0591
 NM0591  VERT ORDER  -  SECOND    CLASS 0
 NM0591
 NM0591.The horizontal coordinates were scaled from a topographic map and have
 NM0591.an estimated accuracy of +/- 6 seconds.
 NM0591
 NM0591.The orthometric height was determined by differential leveling
 NM0591.and adjusted by the National Geodetic Survey in June 1991..
 NM0591
 NM0591.The geoid height was determined by GEOID03.
 NM0591
 NM0591.The dynamic height is computed by dividing the NAVD 88
 NM0591.geopotential number by the normal gravity value computed on the
 NM0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0591.degrees latitude (g = 980.6199 gals.).
 NM0591
 NM0591.The modeled gravity was interpolated from observed gravity values.
 NM0591
 NM0591;                    North         East    Units  Estimated Accuracy
 NM0591;SPC NE       -   255,960.      774,870.      MT  (+/- 180 meters Scaled)
 NM0591
 NM0591                          SUPERSEDED SURVEY CONTROL
 NM0591
 NM0591  NGVD 29 (??/??/92)  403.060  (m)         1322.37   (f) ADJ UNCH    2 0
 NM0591
 NM0591.Superseded values are not recommended for survey control.
 NM0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0591.See file dsdata.txt to determine how the superseded data were derived.
 NM0591
 NM0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM922625(NAD 83)
 NM0591_MARKER: DB = BENCH MARK DISK
 NM0591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0591_SP_SET: ABUTMENT
 NM0591_STAMPING: F 246 1947
 NM0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0591
 NM0591  HISTORY     - Date     Condition        Report By
 NM0591  HISTORY     - 1947     MONUMENTED       CGS
 NM0591
 NM0591                          STATION DESCRIPTION
 NM0591
 NM0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0591'2.2 MI SE FROM PENDER.
 NM0591'2.2 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0591'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION AT
 NM0591'PENDER, ABOUT 400 FEET NORTHEAST OF THE RAILROAD TRACK AND AT
 NM0591'THE NORTH END OF A STEEL BRIDGE OVER LOGAN CREEK, 12.8 FEET
 NM0591'EAST OF THE CENTER OF THE HIGHWAY, 2.3 FEET EAST OF THE EAST
 NM0591'GUARD RAIL, SET IN TOP OF THE EAST END OF THE NORTH CONCRETE
 NM0591'ABUTMENT OF THE BRIDGE, ABOUT 1 FOOT ABOVE THE FLOOR OF THE
 NM0591'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0427 ***********************************************************************
 MK0427  DESIGNATION -  F 247
 MK0427  PID         -  MK0427
 MK0427  STATE/COUNTY-  NE/WASHINGTON
 MK0427  USGS QUAD   -  ORUM (1969)
 MK0427
 MK0427                         *CURRENT SURVEY CONTROL
 MK0427  ___________________________________________________________________
 MK0427* NAD 83(1986)-  41 32 14.     (N)    096 18 34.     (W)     SCALED    
 MK0427* NAVD 88     -       376.287  (meters)    1234.53   (feet)  ADJUSTED  
 MK0427  ___________________________________________________________________
 MK0427  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 MK0427  DYNAMIC HT  -         376.116 (meters)    1233.97  (feet)  COMP
 MK0427  MODELED GRAV-     980,158.5   (mgal)                       NAVD 88
 MK0427
 MK0427  VERT ORDER  -  SECOND    CLASS 0
 MK0427
 MK0427.The horizontal coordinates were scaled from a topographic map and have
 MK0427.an estimated accuracy of +/- 6 seconds.
 MK0427
 MK0427.The orthometric height was determined by differential leveling
 MK0427.and adjusted by the National Geodetic Survey in June 1991..
 MK0427
 MK0427.The geoid height was determined by GEOID03.
 MK0427
 MK0427.The dynamic height is computed by dividing the NAVD 88
 MK0427.geopotential number by the normal gravity value computed on the
 MK0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0427.degrees latitude (g = 980.6199 gals.).
 MK0427
 MK0427.The modeled gravity was interpolated from observed gravity values.
 MK0427
 MK0427;                    North         East    Units  Estimated Accuracy
 MK0427;SPC NE       -   195,740.      807,770.      MT  (+/- 180 meters Scaled)
 MK0427
 MK0427                          SUPERSEDED SURVEY CONTROL
 MK0427
 MK0427  NGVD 29 (??/??/92)  376.139  (m)         1234.05   (f) ADJ UNCH    2 0
 MK0427
 MK0427.Superseded values are not recommended for survey control.
 MK0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0427.See file dsdata.txt to determine how the superseded data were derived.
 MK0427
 MK0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM244018(NAD 83)
 MK0427_MARKER: DB = BENCH MARK DISK
 MK0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0427_STAMPING: F 247 1947
 MK0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0427+STABILITY: SURFACE MOTION
 MK0427
 MK0427  HISTORY     - Date     Condition        Report By
 MK0427  HISTORY     - 1947     MONUMENTED       CGS
 MK0427
 MK0427                          STATION DESCRIPTION
 MK0427
 MK0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0427'2.5 MI W FROM ORUM.
 MK0427'0.5 MILE SOUTH AND 2.0 MILES WEST ALONG STATE HIGHWAY NO. 91
 MK0427'FROM THE SCHOOL AT ORUM, AT THE CROSSING OF STATE HIGHWAY NO.
 MK0427'91 AND STATE HIGHWAY NO. 31, 353.0 FEET SOUTH OF THE CENTER
 MK0427'OF STATE HIGHWAY NO. 91, 41.0 FEET EAST OF THE CENTER OF STATE
 MK0427'HIGHWAY NO. 31, 25.0 FEET SOUTH OF THE CENTER OF A PRIVATE
 MK0427'DRIVE-WAY LEADING EAST TO A FARM HOUSE, 19.0 FEET NORTHEAST OF A
 MK0427'FARM YARD FENCE CORNER POST, 1.5 FOOT WEST OF A REFERENCE POST,
 MK0427'SET IN A CONCRETE POST ABOUT 3 FEET ABOVE THE HIGHWAY AND
 MK0427'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0544 ***********************************************************************
 NM0544  FBN         -  This is a Federal Base Network Control Station.
 NM0544  DESIGNATION -  F 248
 NM0544  PID         -  NM0544
 NM0544  STATE/COUNTY-  NE/THURSTON
 NM0544  USGS QUAD   -  WALTHILL SW (1966)
 NM0544
 NM0544                         *CURRENT SURVEY CONTROL
 NM0544  ___________________________________________________________________
 NM0544* NAD 83(1995)-  42 02 47.29102(N)    096 29 47.16435(W)     ADJUSTED  
 NM0544* NAVD 88     -       423.116  (meters)    1388.17   (feet)  ADJUSTED  
 NM0544  ___________________________________________________________________
 NM0544  X           -    -536,724.480 (meters)                     COMP
 NM0544  Y           -  -4,713,378.038 (meters)                     COMP
 NM0544  Z           -   4,249,704.331 (meters)                     COMP
 NM0544  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 NM0544  ELLIP HEIGHT-         397.33  (meters)          (07/10/01) GPS OBS
 NM0544  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 NM0544  DYNAMIC HT  -         422.963 (meters)    1387.67  (feet)  COMP
 NM0544  MODELED GRAV-     980,246.5   (mgal)                       NAVD 88
 NM0544
 NM0544  HORZ ORDER  -  B
 NM0544  VERT ORDER  -  SECOND    CLASS 0
 NM0544  ELLP ORDER  -  FOURTH    CLASS I
 NM0544
 NM0544.The horizontal coordinates were established by GPS observations
 NM0544.and adjusted by the National Geodetic Survey in June 1996..
 NM0544
 NM0544.The orthometric height was determined by differential leveling
 NM0544.and adjusted by the National Geodetic Survey in June 1991..
 NM0544
 NM0544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM0544
 NM0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0544
 NM0544.The ellipsoidal height was determined by GPS observations
 NM0544.and is referenced to NAD 83.
 NM0544
 NM0544.The geoid height was determined by GEOID03.
 NM0544
 NM0544.The dynamic height is computed by dividing the NAVD 88
 NM0544.geopotential number by the normal gravity value computed on the
 NM0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0544.degrees latitude (g = 980.6199 gals.).
 NM0544
 NM0544.The modeled gravity was interpolated from observed gravity values.
 NM0544
 NM0544;                    North         East     Units Scale Factor Converg.
 NM0544;SPC NE       -   251,592.556   789,896.288   MT  0.99970305   +2 19 18.5
 NM0544;UTM  14      - 4,657,968.461   707,195.318   MT  1.00012827   +1 40 38.3
 NM0544
 NM0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0544!SPC NE       -   0.99993769  x   0.99970305  =   0.99964075
 NM0544!UTM  14      -   0.99993769  x   1.00012827  =   1.00006595
 NM0544
 NM0544                          SUPERSEDED SURVEY CONTROL
 NM0544
 NM0544  ELLIP H (06/25/96)  397.39   (m)                       GP(       ) 1 1
 NM0544  NAVD 88 (06/25/96)  423.12   (m)         1388.2    (f) LEVELING    3  
 NM0544  NGVD 29 (??/??/92)  422.960  (m)         1387.66   (f) ADJ UNCH    2 0
 NM0544
 NM0544.Superseded values are not recommended for survey control.
 NM0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0544.See file dsdata.txt to determine how the superseded data were derived.
 NM0544
 NM0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM0719557968(NAD 83)
 NM0544_MARKER: DB = BENCH MARK DISK
 NM0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0544_STAMPING: F 248 1947
 NM0544_MARK LOGO: CGS   
 NM0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0544+STABILITY: SURFACE MOTION
 NM0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM0544+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 NM0544
 NM0544  HISTORY     - Date     Condition        Report By
 NM0544  HISTORY     - 1947     MONUMENTED       CGS
 NM0544  HISTORY     - 19950623 GOOD             NGS
 NM0544  HISTORY     - 19970113 GOOD             NGS
 NM0544  HISTORY     - 20000510 GOOD             NGS
 NM0544  HISTORY     - 20010327 GOOD             NEDR
 NM0544  HISTORY     - 20030205 GOOD             NEDR
 NM0544
 NM0544                          STATION DESCRIPTION
 NM0544
 NM0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0544'1.3 MI SE FROM ROSALIE.
 NM0544'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0544'THENCE EAST 0.8 MILE ALONG A DIRT AND GRAVEL ROAD, 350.0 FEET
 NM0544'EAST OF THE TOP OF A LONG HILL, 27.9 FEET SOUTH OF THE CENTER OF
 NM0544'THE ROAD, 13.5 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 5.2
 NM0544'FEET EAST OF A GATE POST, 1.0 FOOT NORTH OF A BARBED WIRE FENCE,
 NM0544'2.0 FEET WEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0544'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0544
 NM0544                          STATION RECOVERY (1995)
 NM0544
 NM0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NM0544'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) WEST OF U.S. HIGHWAY 77,
 NM0544'1.0 MI (1.6 KM) SOUTH OF STATE ROAD 87B SPUR, 1 MI (1.6 KM) SOUTH OF
 NM0544'ROSALIE, ON THE SOUTH RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD, AT A
 NM0544'FIELD ENTRANCE AND IN THE NW1/4, SEC23, T24N, R8E.  TO REACH THE MARK
 NM0544'FROM THE POST OFFICE IN ROSALIE, GO SOUTH ON THE MAIN STREET FOR 0.1
 NM0544'MI (0.2 KM) TO A T-ROAD AT THE WATER TANK.  TURN LEFT AND GO EAST FOR
 NM0544'0.05 MI (0.08 KM) TO A CURVE TO THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 NM0544'A GRAVELED ROAD FOR 0.55 MI (0.89 KM) TO A T-ROAD.  TURN LEFT AND GO
 NM0544'EAST ON A GRAVELED ROAD FOR 0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT
 NM0544'ON THE EAST SLOPE OF A HILL.  THE DISK IS SET INTO THE TOP OF A SQUARE
 NM0544'CONCRETE MONUMENT THAT PROJECTS ABOUT 0.1 FT (3.0 CM) ABOVE THE
 NM0544'GROUND.  IT IS 28.5 FT (8.7 M) SOUTH OF THE CENTERLINE OF THE ROAD,
 NM0544'17.5 FT (5.3 M) EAST OF THE CENTERLINE OF THE FIELD ENTRANCE, 3.5 FT
 NM0544'(1.1 M) EAST OF THE EAST GATEPOST OF A WIRE GATE, 1.8 FT (0.5 M) EAST
 NM0544'OF A WITNESS POST, 1.5 FT (0.5 M) WEST OF A WITNESS POST, 1.0 FT (0.3
 NM0544'M) NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND ABOUT LEVEL WITH THE
 NM0544'ROAD.  REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
 NM0544
 NM0544                          STATION RECOVERY (1997)
 NM0544
 NM0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 NM0544'RECOVERED AS DESCRIBED.
 NM0544
 NM0544                          STATION RECOVERY (2000)
 NM0544
 NM0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 NM0544'RECOVERED AS DESCRIBED WITH A NEW TO REACH AS FOLLOWS--TO REACH FROM
 NM0544'THE JUNCTION OF US HIGHWAY 77 AND STATE ROAD 87B SPUR 3.0 MI (4.8 KM)
 NM0544'EAST OF ROSALIE, GO SOUTH ON HIGHWAY 77 FOR 1.0 MI (1.6 KM) TO A
 NM0544'GRAVELED CROSSROAD, TURN RIGHT WEST ON GRAVEL ROAD FOR 1.75 MI (2.82
 NM0544'KM) TO THE STATION ON THE LEFT JUST BEFORE REACHING THE TOP OF THE
 NM0544'HILL.
 NM0544
 NM0544                          STATION RECOVERY (2001)
 NM0544
 NM0544'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (RS)
 NM0544'RECOVERED AS DESCRIBED.
 NM0544
 NM0544                          STATION RECOVERY (2003)
 NM0544
 NM0544'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (KSM)
 NM0544'RECOVERED AS DESCRIBED.
 NM0544'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0464 ***********************************************************************
 MK0464  DESIGNATION -  F 249
 MK0464  PID         -  MK0464
 MK0464  STATE/COUNTY-  NE/BURT
 MK0464  USGS QUAD   -  LYONS (1966)
 MK0464
 MK0464                         *CURRENT SURVEY CONTROL
 MK0464  ___________________________________________________________________
 MK0464* NAD 83(1986)-  41 58 25.     (N)    096 24 17.     (W)     SCALED    
 MK0464* NAVD 88     -       414.982  (meters)    1361.49   (feet)  ADJUSTED  
 MK0464  ___________________________________________________________________
 MK0464  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 MK0464  DYNAMIC HT  -         414.833 (meters)    1361.00  (feet)  COMP
 MK0464  MODELED GRAV-     980,251.0   (mgal)                       NAVD 88
 MK0464
 MK0464  VERT ORDER  -  SECOND    CLASS 0
 MK0464
 MK0464.The horizontal coordinates were scaled from a topographic map and have
 MK0464.an estimated accuracy of +/- 6 seconds.
 MK0464
 MK0464.The orthometric height was determined by differential leveling
 MK0464.and adjusted by the National Geodetic Survey in June 1991..
 MK0464
 MK0464.The geoid height was determined by GEOID03.
 MK0464
 MK0464.The dynamic height is computed by dividing the NAVD 88
 MK0464.geopotential number by the normal gravity value computed on the
 MK0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0464.degrees latitude (g = 980.6199 gals.).
 MK0464
 MK0464.The modeled gravity was interpolated from observed gravity values.
 MK0464
 MK0464;                    North         East    Units  Estimated Accuracy
 MK0464;SPC NE       -   243,820.      797,820.      MT  (+/- 180 meters Scaled)
 MK0464
 MK0464                          SUPERSEDED SURVEY CONTROL
 MK0464
 MK0464  NGVD 29 (??/??/92)  414.834  (m)         1361.00   (f) ADJ UNCH    2 0
 MK0464
 MK0464.Superseded values are not recommended for survey control.
 MK0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0464.See file dsdata.txt to determine how the superseded data were derived.
 MK0464
 MK0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM150501(NAD 83)
 MK0464_MARKER: DB = BENCH MARK DISK
 MK0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0464_STAMPING: F 249 1947
 MK0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0464+STABILITY: SURFACE MOTION
 MK0464
 MK0464  HISTORY     - Date     Condition        Report By
 MK0464  HISTORY     - 1947     MONUMENTED       CGS
 MK0464
 MK0464                          STATION DESCRIPTION
 MK0464
 MK0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0464'5.5 MI NE FROM LYONS.
 MK0464'3.0 MILES EAST ALONG STATE HIGHWAY NO. 118 FROM THE JUNCTION WITH
 MK0464'U.S. HIGHWAY 77 AT LYONS, THENCE NORTH 2.5 MILES ALONG A GRAVEL
 MK0464'ROAD, AT A DIRT CROSSROAD, 51.2 FEET EAST OF THE CENTER OF THE
 MK0464'NORTH-SOUTH ROAD, 29.6 FEET NORTHEAST OF A TELEPHONE POLE, 18.2
 MK0464'FEET EAST OF A FENCE CORNER, 15.1 FEET SOUTH OF THE CENTER LINE
 MK0464'OF THE EAST-WEST ROAD, 1.0 FOOT NORTH OF A WIRE FENCE, 2.0 FEET
 MK0464'WEST OF A 4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST
 MK0464'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0734 ***********************************************************************
 LH0734  DESIGNATION -  F 25
 LH0734  PID         -  LH0734
 LH0734  STATE/COUNTY-  NE/FURNAS
 LH0734  USGS QUAD   -  BEAVER CITY SW (1957)
 LH0734
 LH0734                         *CURRENT SURVEY CONTROL
 LH0734  ___________________________________________________________________
 LH0734* NAD 83(1986)-  40 03 20.     (N)    099 53 28.     (W)     SCALED    
 LH0734* NAVD 88     -       692.059  (meters)    2270.53   (feet)  ADJUSTED  
 LH0734  ___________________________________________________________________
 LH0734  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 LH0734  DYNAMIC HT  -         691.616 (meters)    2269.08  (feet)  COMP
 LH0734  MODELED GRAV-     979,962.2   (mgal)                       NAVD 88
 LH0734
 LH0734  VERT ORDER  -  FIRST     CLASS II
 LH0734
 LH0734.The horizontal coordinates were scaled from a topographic map and have
 LH0734.an estimated accuracy of +/- 6 seconds.
 LH0734
 LH0734.The orthometric height was determined by differential leveling
 LH0734.and adjusted by the National Geodetic Survey in June 1991..
 LH0734
 LH0734.The geoid height was determined by GEOID03.
 LH0734
 LH0734.The dynamic height is computed by dividing the NAVD 88
 LH0734.geopotential number by the normal gravity value computed on the
 LH0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0734.degrees latitude (g = 980.6199 gals.).
 LH0734
 LH0734.The modeled gravity was interpolated from observed gravity values.
 LH0734
 LH0734;                    North         East    Units  Estimated Accuracy
 LH0734;SPC NE       -    24,680.      509,290.      MT  (+/- 180 meters Scaled)
 LH0734
 LH0734                          SUPERSEDED SURVEY CONTROL
 LH0734
 LH0734  NGVD 29 (??/??/92)  691.789  (m)         2269.64   (f) ADJ UNCH    1 2
 LH0734
 LH0734.Superseded values are not recommended for survey control.
 LH0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0734.See file dsdata.txt to determine how the superseded data were derived.
 LH0734
 LH0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK239343(NAD 83)
 LH0734_MARKER: DB = BENCH MARK DISK
 LH0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0734_STAMPING: F-25 1933
 LH0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0734+STABILITY: SURFACE MOTION
 LH0734
 LH0734  HISTORY     - Date     Condition        Report By
 LH0734  HISTORY     - 1933     MONUMENTED       CGS
 LH0734  HISTORY     - 1941     GOOD             NGS
 LH0734
 LH0734                          STATION DESCRIPTION
 LH0734
 LH0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0734'17.3 MI S FROM ARAPAHOE.
 LH0734'LOCATED 17.3 MILES SOUTH OF THE C.B. AND Q. RAILROAD STATION
 LH0734'AT ARAPAHOE, 25 FT. EAST OF CENTER OF HIGHWAY, AT POINT
 LH0734'WHERE FENCE CORNER IS FORMED BY THE INTERSECTION OF A H.W. WIRE
 LH0734'FENCE BY A EAST WEST ENCE STANDARD TALBET SET IN TOP OF
 LH0734'CONCRETE POST 6 IN HIGH.
 LH0734
 LH0734                          STATION RECOVERY (1941)
 LH0734
 LH0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LH0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0735 ***********************************************************************
 LH0735  DESIGNATION -  F 25 RESET
 LH0735  PID         -  LH0735
 LH0735  STATE/COUNTY-  NE/FURNAS
 LH0735  USGS QUAD   -  BEAVER CITY SW (1957)
 LH0735
 LH0735                         *CURRENT SURVEY CONTROL
 LH0735  ___________________________________________________________________
 LH0735* NAD 83(1986)-  40 03 20.     (N)    099 53 28.     (W)     SCALED    
 LH0735* NAVD 88     -       689.768  (meters)    2263.01   (feet)  ADJUSTED  
 LH0735  ___________________________________________________________________
 LH0735  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 LH0735  DYNAMIC HT  -         689.326 (meters)    2261.56  (feet)  COMP
 LH0735  MODELED GRAV-     979,962.2   (mgal)                       NAVD 88
 LH0735
 LH0735  VERT ORDER  -  FIRST     CLASS II
 LH0735
 LH0735.The horizontal coordinates were scaled from a topographic map and have
 LH0735.an estimated accuracy of +/- 6 seconds.
 LH0735
 LH0735.The orthometric height was determined by differential leveling
 LH0735.and adjusted by the National Geodetic Survey in June 1991..
 LH0735
 LH0735.The geoid height was determined by GEOID03.
 LH0735
 LH0735.The dynamic height is computed by dividing the NAVD 88
 LH0735.geopotential number by the normal gravity value computed on the
 LH0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0735.degrees latitude (g = 980.6199 gals.).
 LH0735
 LH0735.The modeled gravity was interpolated from observed gravity values.
 LH0735
 LH0735;                    North         East    Units  Estimated Accuracy
 LH0735;SPC NE       -    24,680.      509,290.      MT  (+/- 180 meters Scaled)
 LH0735
 LH0735                          SUPERSEDED SURVEY CONTROL
 LH0735
 LH0735  NGVD 29 (02/14/92)  689.494  (m)         2262.11   (f) ADJUSTED    1 2
 LH0735
 LH0735.Superseded values are not recommended for survey control.
 LH0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0735.See file dsdata.txt to determine how the superseded data were derived.
 LH0735
 LH0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK239343(NAD 83)
 LH0735_MARKER: DB = BENCH MARK DISK
 LH0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0735_SP_SET: CONCRETE POST
 LH0735_STAMPING: F 25 RESET 1959
 LH0735_MARK LOGO: CGS   
 LH0735_PROJECTION: PROJECTING 10 CENTIMETERS
 LH0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0735+STABILITY: SURFACE MOTION
 LH0735
 LH0735  HISTORY     - Date     Condition        Report By
 LH0735  HISTORY     - 1959     MONUMENTED       NEDR
 LH0735  HISTORY     - 1986     GOOD             NGS
 LH0735
 LH0735                          STATION DESCRIPTION
 LH0735
 LH0735'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 LH0735'17.3 MI S FROM ARAPAHOE.
 LH0735'ABOUT 17.3 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THE CHICAGO,
 LH0735'BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE, AT A FENCE
 LH0735'CORNER FORMED BY THE INTERSECTION OF A SOUTH AND EAST FENCE
 LH0735'LINE, AND 103 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 LH0735'AT STATION 276+95.
 LH0735
 LH0735                          STATION RECOVERY (1986)
 LH0735
 LH0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0735'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  28.1 KM (17.55
 LH0735'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 NAD
 LH0735'34 AT ARAPAHOE, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 4, AT AN OFFSET IN
 LH0735'THE EAST RIGHT OF WAY FENCE, 31.8 METERS (104.5 FT) EAST OF THE
 LH0735'HIGHWAY CENTERLINE, 1.3 METERS (4.5 FT) EAST-NORTHEAST OF THE EASTERN
 LH0735'FENCE CORNER AND 0.6 METER (2 FT) NORTH OF A EAST-WEST BARB WIRE
 LH0735'FENCE.
 LH0735'THE MARK IS 1.5 METERS  ENE FROM  A WITNESS POST
 LH0735'THE MARK IS 2.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0027 ***********************************************************************
 LH0027  DESIGNATION -  F 250
 LH0027  PID         -  LH0027
 LH0027  STATE/COUNTY-  NE/ADAMS
 LH0027  USGS QUAD   -  HASTINGS WEST (1983)
 LH0027
 LH0027                         *CURRENT SURVEY CONTROL
 LH0027  ___________________________________________________________________
 LH0027* NAD 83(1986)-  40 36 31.     (N)    098 22 55.     (W)     SCALED    
 LH0027* NAVD 88     -       581.173  (meters)    1906.73   (feet)  ADJUSTED  
 LH0027  ___________________________________________________________________
 LH0027  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 LH0027  DYNAMIC HT  -         580.850 (meters)    1905.67  (feet)  COMP
 LH0027  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 LH0027
 LH0027  VERT ORDER  -  FIRST     CLASS II
 LH0027
 LH0027.The horizontal coordinates were scaled from a topographic map and have
 LH0027.an estimated accuracy of +/- 6 seconds.
 LH0027
 LH0027.The orthometric height was determined by differential leveling
 LH0027.and adjusted by the National Geodetic Survey in June 1991..
 LH0027
 LH0027.The geoid height was determined by GEOID03.
 LH0027
 LH0027.The dynamic height is computed by dividing the NAVD 88
 LH0027.geopotential number by the normal gravity value computed on the
 LH0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0027.degrees latitude (g = 980.6199 gals.).
 LH0027
 LH0027.The modeled gravity was interpolated from observed gravity values.
 LH0027
 LH0027;                    North         East    Units  Estimated Accuracy
 LH0027;SPC NE       -    87,360.      636,900.      MT  (+/- 180 meters Scaled)
 LH0027
 LH0027                          SUPERSEDED SURVEY CONTROL
 LH0027
 LH0027  NGVD 29 (??/??/92)  580.942  (m)         1905.97   (f) ADJ UNCH    1 2
 LH0027
 LH0027.Superseded values are not recommended for survey control.
 LH0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0027.See file dsdata.txt to determine how the superseded data were derived.
 LH0027
 LH0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK522954(NAD 83)
 LH0027_MARKER: DB = BENCH MARK DISK
 LH0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0027_STAMPING: F 250 1947
 LH0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0027+STABILITY: SURFACE MOTION
 LH0027
 LH0027  HISTORY     - Date     Condition        Report By
 LH0027  HISTORY     - 1947     MONUMENTED       CGS
 LH0027  HISTORY     - 19910926 MARK NOT FOUND   NGS
 LH0027  HISTORY     - 20010810 MARK NOT FOUND   NEDR
 LH0027
 LH0027                          STATION DESCRIPTION
 LH0027
 LH0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0027'1.6 MI N FROM HASTINGS.
 LH0027'1.6 MILES NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0027'AT HASTINGS (STATION IS AT THE NORTHEAST ANGLE OF THE INTERSECTION
 LH0027'OF SECOND STREET AND MINNESOTA AVENUE), 0.2 MILE SOUTH OF A
 LH0027'ROAD CROSSING, 438.0 FEET NORTH OF THE NORTH END OF RAILWAY
 LH0027'BRIDGE 228.77, 108.2 FEET NORTHEAST OF THE NORTH END OF THE EAST
 LH0027'HEADWALL OF A 2 FOOT CORRUGATED IRON CULVERT UNDER U.S. HIGHWAY
 LH0027'281, 104.6 FEET SOUTHWEST OF THE FOURTH POLE SOUTH OF MILEPOST
 LH0027'229, 94.0 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 281, 46.1
 LH0027'FEET WEST OF THE WEST RAIL AND 1.0 FOOT LOWER, 2.5 FEET NORTH
 LH0027'OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP
 LH0027'OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LH0027
 LH0027                          STATION RECOVERY (1991)
 LH0027
 LH0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0027'THE DESCRIBED AREA IS UNDER CONSTRUCTION.  ASSUMED DESTROYED.
 LH0027
 LH0027                          STATION RECOVERY (2001)
 LH0027
 LH0027'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0027'NOTE--THIS DESCRIBED AREA HAD A LOT OF DIRT REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0202 ***********************************************************************
 LH0202  DESIGNATION -  F 251
 LH0202  PID         -  LH0202
 LH0202  STATE/COUNTY-  NE/NUCKOLLS
 LH0202  USGS QUAD   -  SUPERIOR (1983)
 LH0202
 LH0202                         *CURRENT SURVEY CONTROL
 LH0202  ___________________________________________________________________
 LH0202* NAD 83(1986)-  40 01 07.     (N)    098 05 09.     (W)     SCALED    
 LH0202* NAVD 88     -       478.362  (meters)    1569.43   (feet)  ADJUSTED  
 LH0202  ___________________________________________________________________
 LH0202  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 LH0202  DYNAMIC HT  -         478.081 (meters)    1568.50  (feet)  COMP
 LH0202  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 LH0202
 LH0202  VERT ORDER  -  FIRST     CLASS II
 LH0202
 LH0202.The horizontal coordinates were scaled from a topographic map and have
 LH0202.an estimated accuracy of +/- 6 seconds.
 LH0202
 LH0202.The orthometric height was determined by differential leveling
 LH0202.and adjusted by the National Geodetic Survey in June 1991..
 LH0202
 LH0202.The geoid height was determined by GEOID03.
 LH0202
 LH0202.The dynamic height is computed by dividing the NAVD 88
 LH0202.geopotential number by the normal gravity value computed on the
 LH0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0202.degrees latitude (g = 980.6199 gals.).
 LH0202
 LH0202.The modeled gravity was interpolated from observed gravity values.
 LH0202
 LH0202;                    North         East    Units  Estimated Accuracy
 LH0202;SPC NE       -    22,380.      663,400.      MT  (+/- 180 meters Scaled)
 LH0202
 LH0202                          SUPERSEDED SURVEY CONTROL
 LH0202
 LH0202  NGVD 29 (??/??/92)  478.185  (m)         1568.85   (f) ADJ UNCH    1 2
 LH0202
 LH0202.Superseded values are not recommended for survey control.
 LH0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0202.See file dsdata.txt to determine how the superseded data were derived.
 LH0202
 LH0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK780302(NAD 83)
 LH0202_MARKER: DB = BENCH MARK DISK
 LH0202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0202_SP_SET: BRIDGE ABUTMENT
 LH0202_STAMPING: F 251 1947
 LH0202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0202
 LH0202  HISTORY     - Date     Condition        Report By
 LH0202  HISTORY     - 1947     MONUMENTED       CGS
 LH0202
 LH0202                          STATION DESCRIPTION
 LH0202
 LH0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0202'0.7 MI W FROM SUPERIOR.
 LH0202'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0202'FROM THE STATION AT SUPERIOR, NEAR THE CROSSING OF THE TRACK
 LH0202'AND STATE HIGHWAY NO. 14, ABOUT 300.0 FEET NORTH OF RAILROAD
 LH0202'BRIDGE NO. 171.23, 26.0 FEET SOUTHEAST OF THE INTERSECTION
 LH0202'OF THE CENTER LINES OF THE HIGHWAY AND A SECTION LINE ROAD
 LH0202'LEADING NORTH ALONG THE WEST EDGE OF THE CITY PARK, 13.0 FEET
 LH0202'SOUTH OF THE CENTER LINE OF THE HIGHWAY, LEVEL WITH THE ROAD,
 LH0202'SET IN THE SOUTH CORNER OF THE WEST ABUTMENT OF A HIGHWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0278 ***********************************************************************
 LH0278  DESIGNATION -  F 252
 LH0278  PID         -  LH0278
 LH0278  STATE/COUNTY-  NE/ADAMS
 LH0278  USGS QUAD   -  AYR (1969)
 LH0278
 LH0278                         *CURRENT SURVEY CONTROL
 LH0278  ___________________________________________________________________
 LH0278* NAD 83(1986)-  40 25 02.     (N)    098 26 40.     (W)     SCALED    
 LH0278* NAVD 88     -       572.948  (meters)    1879.75   (feet)  ADJUSTED  
 LH0278  ___________________________________________________________________
 LH0278  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 LH0278  DYNAMIC HT  -         572.623 (meters)    1878.68  (feet)  COMP
 LH0278  MODELED GRAV-     980,039.8   (mgal)                       NAVD 88
 LH0278
 LH0278  VERT ORDER  -  FIRST     CLASS II
 LH0278
 LH0278.The horizontal coordinates were scaled from a topographic map and have
 LH0278.an estimated accuracy of +/- 6 seconds.
 LH0278
 LH0278.The orthometric height was determined by differential leveling
 LH0278.and adjusted by the National Geodetic Survey in June 1991..
 LH0278
 LH0278.The geoid height was determined by GEOID03.
 LH0278
 LH0278.The dynamic height is computed by dividing the NAVD 88
 LH0278.geopotential number by the normal gravity value computed on the
 LH0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0278.degrees latitude (g = 980.6199 gals.).
 LH0278
 LH0278.The modeled gravity was interpolated from observed gravity values.
 LH0278
 LH0278;                    North         East    Units  Estimated Accuracy
 LH0278;SPC NE       -    66,020.      631,990.      MT  (+/- 180 meters Scaled)
 LH0278
 LH0278                          SUPERSEDED SURVEY CONTROL
 LH0278
 LH0278  NGVD 29 (??/??/92)  572.727  (m)         1879.02   (f) ADJ UNCH    1 2
 LH0278
 LH0278.Superseded values are not recommended for survey control.
 LH0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0278.See file dsdata.txt to determine how the superseded data were derived.
 LH0278
 LH0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK471742(NAD 83)
 LH0278_MARKER: DB = BENCH MARK DISK
 LH0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0278_STAMPING: F 252 1947
 LH0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0278+STABILITY: SURFACE MOTION
 LH0278
 LH0278  HISTORY     - Date     Condition        Report By
 LH0278  HISTORY     - 1947     MONUMENTED       CGS
 LH0278
 LH0278                          STATION DESCRIPTION
 LH0278
 LH0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0278'1.5 MI S FROM AYR.
 LH0278'1.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0278'FROM THE STATION AT AYR, IN THE SOUTHEAST QUARTER OF A PRIVATE
 LH0278'ROAD CROSSING, 44.0 FEET EAST OF THE EAST RAIL OF THE TRACK, 32.0
 LH0278'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A
 LH0278'FENCE, 1.5 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0278'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0763 ***********************************************************************
 MJ0763  DESIGNATION -  F 253
 MJ0763  PID         -  MJ0763
 MJ0763  STATE/COUNTY-  NE/DOUGLAS
 MJ0763  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0763
 MJ0763                         *CURRENT SURVEY CONTROL
 MJ0763  ___________________________________________________________________
 MJ0763* NAD 83(1986)-  41 20 23.     (N)    095 57 21.     (W)     SCALED    
 MJ0763* NAVD 88     -       317.059  (meters)    1040.22   (feet)  ADJUSTED  
 MJ0763  ___________________________________________________________________
 MJ0763  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 MJ0763  DYNAMIC HT  -         316.922 (meters)    1039.77  (feet)  COMP
 MJ0763  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 MJ0763
 MJ0763  VERT ORDER  -  FIRST     CLASS II
 MJ0763
 MJ0763.The horizontal coordinates were scaled from a topographic map and have
 MJ0763.an estimated accuracy of +/- 6 seconds.
 MJ0763
 MJ0763.The orthometric height was determined by differential leveling
 MJ0763.and adjusted by the National Geodetic Survey in June 1991..
 MJ0763.WARNING-Repeat measurements at this control monument indicate possible
 MJ0763.vertical movement.
 MJ0763
 MJ0763.The geoid height was determined by GEOID03.
 MJ0763
 MJ0763.The dynamic height is computed by dividing the NAVD 88
 MJ0763.geopotential number by the normal gravity value computed on the
 MJ0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0763.degrees latitude (g = 980.6199 gals.).
 MJ0763
 MJ0763.The modeled gravity was interpolated from observed gravity values.
 MJ0763
 MJ0763;                    North         East    Units  Estimated Accuracy
 MJ0763;SPC NE       -   175,160.      838,270.      MT  (+/- 180 meters Scaled)
 MJ0763
 MJ0763                          SUPERSEDED SURVEY CONTROL
 MJ0763
 MJ0763  NGVD 29 (??/??/92)  316.972  (m)         1039.93   (f) ADJ UNCH    1 2
 MJ0763
 MJ0763.Superseded values are not recommended for survey control.
 MJ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0763.See file dsdata.txt to determine how the superseded data were derived.
 MJ0763
 MJ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF526806(NAD 83)
 MJ0763_MARKER: DB = BENCH MARK DISK
 MJ0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0763_SP_SET: CONCRETE POST
 MJ0763_STAMPING: F 253 1947
 MJ0763_MARK LOGO: CGS   
 MJ0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0763+STABILITY: SURFACE MOTION
 MJ0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0763+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1989
 MJ0763
 MJ0763  HISTORY     - Date     Condition        Report By
 MJ0763  HISTORY     - 1947     MONUMENTED       CGS
 MJ0763  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0763  HISTORY     - 19890801 GOOD             NGS
 MJ0763
 MJ0763                          STATION DESCRIPTION
 MJ0763
 MJ0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0763'6.2 MI N FROM OMAHA.
 MJ0763'FROM THE DOUGLAS COUNTY COURT HOUSE AT OMAHA GO 1 BLOCK WEST
 MJ0763'ALONG FARNAM STREET TO 19TH STREET, THENCE 4.9 MILES NORTH ALONG
 MJ0763'19TH STREET (CHANGES TO FLORENCE BOULEVARD A FEW BLOCKS NORTH
 MJ0763'OF FARNAM STREET), THENCE 1.3 MILES NORTH ALONG JOHN J. PERSHING
 MJ0763'DRIVE (ALSO KNOWN AS RIVER DRIVE) TO THE SITE OF THE BENCH MARK.
 MJ0763'THE MARK IS 36 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER LINE
 MJ0763'OF THE ROAD, 34 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 MJ0763'BRICK BUILDING, 25.3 FEET SOUTHEAST OF THE SOUTHEAST STONE POST
 MJ0763'AT AN ENTRANCE TO THE METROPOLITAN WATER WORKS, 2 FEET SOUTHEAST
 MJ0763'OF A 4 X 4 MARKER POST, AND 1 FOOT NORTHEAST OF A STEEL FENCE.
 MJ0763'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND FLUSH WITH
 MJ0763'THE SURFACE OF THE GROUND.
 MJ0763
 MJ0763                          STATION RECOVERY (1976)
 MJ0763
 MJ0763'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0763'MARK NOT FOUND.
 MJ0763
 MJ0763                          STATION RECOVERY (1989)
 MJ0763
 MJ0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0763'DELETE--34 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL BRICK
 MJ0763'BUILDING, AND 2 FEET SOUTHEAST OF A 4 BY 4 MARKER POST.  ADD--0.3 M
 MJ0763'(1.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0678 ***********************************************************************
 MJ0678  DESIGNATION -  F 254
 MJ0678  PID         -  MJ0678
 MJ0678  STATE/COUNTY-  NE/DOUGLAS
 MJ0678  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0678
 MJ0678                         *CURRENT SURVEY CONTROL
 MJ0678  ___________________________________________________________________
 MJ0678* NAD 83(1986)-  41 16 19.     (N)    095 59 38.     (W)     SCALED    
 MJ0678* NAVD 88     -       371.657  (meters)    1219.34   (feet)  ADJUSTED  
 MJ0678  ___________________________________________________________________
 MJ0678  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 MJ0678  DYNAMIC HT  -         371.498 (meters)    1218.82  (feet)  COMP
 MJ0678  MODELED GRAV-     980,184.8   (mgal)                       NAVD 88
 MJ0678
 MJ0678  VERT ORDER  -  FIRST     CLASS II
 MJ0678
 MJ0678.The horizontal coordinates were scaled from a topographic map and have
 MJ0678.an estimated accuracy of +/- 6 seconds.
 MJ0678
 MJ0678.The orthometric height was determined by differential leveling
 MJ0678.and adjusted by the National Geodetic Survey in June 1991..
 MJ0678
 MJ0678.The geoid height was determined by GEOID03.
 MJ0678
 MJ0678.The dynamic height is computed by dividing the NAVD 88
 MJ0678.geopotential number by the normal gravity value computed on the
 MJ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0678.degrees latitude (g = 980.6199 gals.).
 MJ0678
 MJ0678.The modeled gravity was interpolated from observed gravity values.
 MJ0678
 MJ0678;                    North         East    Units  Estimated Accuracy
 MJ0678;SPC NE       -   167,500.      835,430.      MT  (+/- 180 meters Scaled)
 MJ0678
 MJ0678                          SUPERSEDED SURVEY CONTROL
 MJ0678
 MJ0678  NGVD 29 (??/??/92)  371.532  (m)         1218.93   (f) ADJ UNCH    1 2
 MJ0678
 MJ0678.Superseded values are not recommended for survey control.
 MJ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0678.See file dsdata.txt to determine how the superseded data were derived.
 MJ0678
 MJ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF492732(NAD 83)
 MJ0678_MARKER: DB = BENCH MARK DISK
 MJ0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0678_STAMPING: F 254 1947
 MJ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0678+STABILITY: SURFACE MOTION
 MJ0678
 MJ0678  HISTORY     - Date     Condition        Report By
 MJ0678  HISTORY     - 1947     MONUMENTED       CGS
 MJ0678  HISTORY     - 1976     GOOD             LOCSUR
 MJ0678
 MJ0678                          STATION DESCRIPTION
 MJ0678
 MJ0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0678'AT OMAHA.
 MJ0678'AT OMAHA, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF HAMILTON
 MJ0678'STREET AND HAPPY HOLLOW BOULEVARD, 65.0 FEET SOUTH OF THE
 MJ0678'APPROXIMATE CENTER OF HAMILTON STREET, 36.5 FEET SOUTH OF THE
 MJ0678'SOUTH EDGE OF THE CONCRETE WALK ALONG THE SOUTH SIDE OF HAMILTON
 MJ0678'STREET, 15.6 FEET WEST OF THE WEST EDGE OF A CONCRETE WALK
 MJ0678'ALONG THE EAST SIDE OF HAPPY HOLLOW BOULEVARD, 5.5 FEET EAST
 MJ0678'OF THE EAST EDGE OF THE EAST CURB OF HAPPY HOLLOW BOULEVARD,
 MJ0678'5.0 FEET NORTH OF THE JUNCTION POINT OF TWO LINES MADE ON TOP
 MJ0678'OF A 1-FOOT SQUARE CONCRETE REFERENCE BLOCK WHICH IS MARKED
 MJ0678'U S B M 5 AND IS ABOUT FLUSH WITH THE TOP OF THE GROUND, SET IN
 MJ0678'A CONCRETE POST 0.4 FOOT UNDERGROUND.
 MJ0678
 MJ0678                          STATION RECOVERY (1976)
 MJ0678
 MJ0678'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1052 ***********************************************************************
 LF1052  DESIGNATION -  F 255
 LF1052  PID         -  LF1052
 LF1052  STATE/COUNTY-  NE/OTOE
 LF1052  USGS QUAD   -  NEHAWKA (1966)
 LF1052
 LF1052                         *CURRENT SURVEY CONTROL
 LF1052  ___________________________________________________________________
 LF1052* NAD 83(1986)-  40 45 03.     (N)    095 53 33.     (W)     SCALED    
 LF1052* NAVD 88     -       322.558  (meters)    1058.26   (feet)  ADJUSTED  
 LF1052  ___________________________________________________________________
 LF1052  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 LF1052  DYNAMIC HT  -         322.392 (meters)    1057.71  (feet)  COMP
 LF1052  MODELED GRAV-     980,101.3   (mgal)                       NAVD 88
 LF1052
 LF1052  VERT ORDER  -  SECOND    CLASS 0
 LF1052
 LF1052.The horizontal coordinates were scaled from a topographic map and have
 LF1052.an estimated accuracy of +/- 6 seconds.
 LF1052
 LF1052.The orthometric height was determined by differential leveling
 LF1052.and adjusted by the National Geodetic Survey in June 1991..
 LF1052
 LF1052.The geoid height was determined by GEOID03.
 LF1052
 LF1052.The dynamic height is computed by dividing the NAVD 88
 LF1052.geopotential number by the normal gravity value computed on the
 LF1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1052.degrees latitude (g = 980.6199 gals.).
 LF1052
 LF1052.The modeled gravity was interpolated from observed gravity values.
 LF1052
 LF1052;                    North         East    Units  Estimated Accuracy
 LF1052;SPC NE       -   110,110.      846,660.      MT  (+/- 180 meters Scaled)
 LF1052
 LF1052                          SUPERSEDED SURVEY CONTROL
 LF1052
 LF1052  NGVD 29 (??/??/92)  322.443  (m)         1057.88   (f) ADJ UNCH    2 0
 LF1052
 LF1052.Superseded values are not recommended for survey control.
 LF1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1052.See file dsdata.txt to determine how the superseded data were derived.
 LF1052
 LF1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF558151(NAD 83)
 LF1052_MARKER: DB = BENCH MARK DISK
 LF1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1052_STAMPING: F 255 1947
 LF1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1052+STABILITY: SURFACE MOTION
 LF1052
 LF1052  HISTORY     - Date     Condition        Report By
 LF1052  HISTORY     - 1947     MONUMENTED       CGS
 LF1052  HISTORY     - 1977     GOOD             LOCSUR
 LF1052
 LF1052                          STATION DESCRIPTION
 LF1052
 LF1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1052'7.2 MI N FROM NEBRASKA CITY.
 LF1052'3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 73-75 FROM THE COURTHOUSE
 LF1052'AT NEBRASKA CITY, THENCE 4.2 MILES NORTH ALONG A GRAVELED ROAD,
 LF1052'41.2 FEET EAST OF AND 2.0 FEET HIGHER THAN THE CENTER LINE OF
 LF1052'THE ROAD, 33.5 FEET NORTH OF A 20 INCH COTTONWOOD TREE, 32.2
 LF1052'FEET SOUTH OF A 12 INCH COTTONWOOD TREE AT THE SOUTH END OF A
 LF1052'GATE AT THE ENTRANCE TO A DRIVEWAY LEADING TO A FARMHOUSE ON
 LF1052'THE EAST SIDE OF THE ROAD, 18.4 FEET SOUTH OF A 16 INCH TREE,
 LF1052'2.2 FEET WEST OF A POINT IN LINE WITH THE 12 INCH AND 16 INCH
 LF1052'COTTONWOOD TREES, 2.0 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT
 LF1052'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND FLUSH
 LF1052'WITH THE SURFACE OF THE GROUND.
 LF1052
 LF1052                          STATION RECOVERY (1977)
 LF1052
 LF1052'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1027 ***********************************************************************
 LF1027  DESIGNATION -  F 256
 LF1027  PID         -  LF1027
 LF1027  STATE/COUNTY-  NE/CASS
 LF1027  USGS QUAD   -  ROCK BLUFF (1984)
 LF1027
 LF1027                         *CURRENT SURVEY CONTROL
 LF1027  ___________________________________________________________________
 LF1027* NAD 83(1986)-  40 57 16.     (N)    095 52 22.     (W)     SCALED    
 LF1027* NAVD 88     -       321.437  (meters)    1054.58   (feet)  ADJUSTED  
 LF1027  ___________________________________________________________________
 LF1027  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 LF1027  DYNAMIC HT  -         321.300 (meters)    1054.13  (feet)  COMP
 LF1027  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 LF1027
 LF1027  VERT ORDER  -  SECOND    CLASS 0
 LF1027
 LF1027.The horizontal coordinates were scaled from a topographic map and have
 LF1027.an estimated accuracy of +/- 6 seconds.
 LF1027
 LF1027.The orthometric height was determined by differential leveling
 LF1027.and adjusted by the National Geodetic Survey in June 1991..
 LF1027
 LF1027.The geoid height was determined by GEOID03.
 LF1027
 LF1027.The dynamic height is computed by dividing the NAVD 88
 LF1027.geopotential number by the normal gravity value computed on the
 LF1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1027.degrees latitude (g = 980.6199 gals.).
 LF1027
 LF1027.The modeled gravity was interpolated from observed gravity values.
 LF1027
 LF1027;                    North         East    Units  Estimated Accuracy
 LF1027;SPC NE       -   132,760.      847,250.      MT  (+/- 180 meters Scaled)
 LF1027
 LF1027                          SUPERSEDED SURVEY CONTROL
 LF1027
 LF1027  NGVD 29 (??/??/92)  321.336  (m)         1054.25   (f) ADJ UNCH    2 0
 LF1027
 LF1027.Superseded values are not recommended for survey control.
 LF1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1027.See file dsdata.txt to determine how the superseded data were derived.
 LF1027
 LF1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF582376(NAD 83)
 LF1027_MARKER: DB = BENCH MARK DISK
 LF1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1027_STAMPING: F 256 1947
 LF1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1027+STABILITY: SURFACE MOTION
 LF1027
 LF1027  HISTORY     - Date     Condition        Report By
 LF1027  HISTORY     - 1947     MONUMENTED       CGS
 LF1027  HISTORY     - 1984     GOOD             NGS
 LF1027
 LF1027                          STATION DESCRIPTION
 LF1027
 LF1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1027'4.3 MI S FROM PLATTSMOUTH.
 LF1027'2 BLOCKS WEST ALONG MAIN STREET FROM THE COURTHOUSE AT PLATTSMOUTH,
 LF1027'THENCE 0.5 MILE SOUTH ALONG A PAVED STREET, THENCE 0.4 MILE
 LF1027'SOUTH ALONG A GRADED DIRT STREET, THENCE 0.2 MILE EAST ALONG A
 LF1027'GRADED DIRT STREET, THENCE 1.2 MILES SOUTHEAST ALONG A GRADED
 LF1027'DIRT ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 LF1027'1.3 MILES SOUTH ALONG A GRAVELED ROAD, 165.0 SOUTHWEST OF THE
 LF1027'SOUTHWEST CORNER OF A FARMHOUSE, APPROXIMATELY 50 YARDS NORTH OF
 LF1027'THE EAST END OF A CONCRETE TILE CULVERT, 31.0 FEET SOUTH OF THE
 LF1027'CENTER LINE OF A PRIVATE ROAD, 29.0 FEET EAST OF AND LEVEL WITH
 LF1027'THE CENTER LINE OF THE ROAD, 15.0 FEET SOUTH OF A POWER POLE
 LF1027'WITH A TRANSFORMER, 2.0 FEET NORTH OF A REFERENCE POST, 1.0
 LF1027'FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND
 LF1027'PROJECTS 3 INCHES ABOVE THE GROUND.
 LF1027
 LF1027                          STATION RECOVERY (1984)
 LF1027
 LF1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LF1027'MARK IS AT THE EAST EDGE OF UNION, AT THE JUNCTION OF U.S. HIGHWAYS
 LF1027'73, 75 AND 34 AND A GRAVELED ROAD LEADING EAST, 15.25 M (50.0 FT)
 LF1027'EAST FROM THE CENTERLINE FO U.S. HIGHWAY 73 AND 75, 6.1 M (20.0 FT)
 LF1027'SOUTH FROM THE CENTERLINE OF THE GRAVELED ROAD AND THE EXTENDED
 LF1027'CENTERLINE OF U.S. HIGHWAY 34 AND SET INTO THE CENTER OF THE TOP OF
 LF1027'THE SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1051 ***********************************************************************
 LF1051  DESIGNATION -  F 257
 LF1051  PID         -  LF1051
 LF1051  STATE/COUNTY-  NE/OTOE
 LF1051  USGS QUAD   -  NEHAWKA (1966)
 LF1051
 LF1051                         *CURRENT SURVEY CONTROL
 LF1051  ___________________________________________________________________
 LF1051* NAD 83(1986)-  40 45 50.     (N)    095 53 33.     (W)     SCALED    
 LF1051* NAVD 88     -       328.596  (meters)    1078.07   (feet)  ADJUSTED  
 LF1051  ___________________________________________________________________
 LF1051  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 LF1051  DYNAMIC HT  -         328.429 (meters)    1077.52  (feet)  COMP
 LF1051  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 LF1051
 LF1051  VERT ORDER  -  SECOND    CLASS 0
 LF1051
 LF1051.The horizontal coordinates were scaled from a topographic map and have
 LF1051.an estimated accuracy of +/- 6 seconds.
 LF1051
 LF1051.The orthometric height was determined by differential leveling
 LF1051.and adjusted by the National Geodetic Survey in June 1991..
 LF1051
 LF1051.The geoid height was determined by GEOID03.
 LF1051
 LF1051.The dynamic height is computed by dividing the NAVD 88
 LF1051.geopotential number by the normal gravity value computed on the
 LF1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1051.degrees latitude (g = 980.6199 gals.).
 LF1051
 LF1051.The modeled gravity was interpolated from observed gravity values.
 LF1051
 LF1051;                    North         East    Units  Estimated Accuracy
 LF1051;SPC NE       -   111,550.      846,600.      MT  (+/- 180 meters Scaled)
 LF1051
 LF1051                          SUPERSEDED SURVEY CONTROL
 LF1051
 LF1051  NGVD 29 (??/??/92)  328.483  (m)         1077.70   (f) ADJ UNCH    2 0
 LF1051
 LF1051.Superseded values are not recommended for survey control.
 LF1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1051.See file dsdata.txt to determine how the superseded data were derived.
 LF1051
 LF1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF558165(NAD 83)
 LF1051_MARKER: DB = BENCH MARK DISK
 LF1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1051_STAMPING: F 257 1947
 LF1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1051+STABILITY: SURFACE MOTION
 LF1051
 LF1051  HISTORY     - Date     Condition        Report By
 LF1051  HISTORY     - 1947     MONUMENTED       CGS
 LF1051  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 LF1051  HISTORY     - 20060221 MARK NOT FOUND   NEDR
 LF1051  HISTORY     - 20060221 MARK NOT FOUND   NEDR
 LF1051
 LF1051                          STATION DESCRIPTION
 LF1051
 LF1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1051'5.1 MI SE FROM UNION.
 LF1051'0.7 MILE EAST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1051'RAILWAY STATION AT UNION, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LF1051'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 LF1051'1.4 MILES SOUTH ALONG A GRAVELED ROAD, APPROXIMATELY 212 YARDS
 LF1051'NORTH OF A T ROAD JUNCTION, 25.0 FEET WEST OF AND 3.0 FEET
 LF1051'HIGHER THAN THE CENTER LINE OF THE ROAD, 15.0 FEET SOUTH OF THE
 LF1051'6TH POLE NORTH OF THE T ROAD JUNCTION, 3.0 FEET SOUTH OF A
 LF1051'4 X 4 MARKER POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF
 LF1051'A CONCRETE POST AND PROJECTS 1 INCH ABOVE THE GROUND.
 LF1051
 LF1051                          STATION RECOVERY (1981)
 LF1051
 LF1051'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF1051'MARK NOT FOUND.
 LF1051
 LF1051                          STATION RECOVERY (2006)
 LF1051
 LF1051'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JC)
 LF1051'MARK NOT FOUND.
 LF1051
 LF1051                          STATION RECOVERY (2006)
 LF1051
 LF1051'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1063 ***********************************************************************
 LF1063  DESIGNATION -  F 258
 LF1063  PID         -  LF1063
 LF1063  STATE/COUNTY-  NE/OTOE
 LF1063  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1063
 LF1063                         *CURRENT SURVEY CONTROL
 LF1063  ___________________________________________________________________
 LF1063* NAD 83(1986)-  40 41 09.     (N)    095 51 26.     (W)     SCALED    
 LF1063* NAVD 88     -       310.069  (meters)    1017.28   (feet)  ADJUSTED  
 LF1063  ___________________________________________________________________
 LF1063  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LF1063  DYNAMIC HT  -         309.907 (meters)    1016.75  (feet)  COMP
 LF1063  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 LF1063
 LF1063  VERT ORDER  -  SECOND    CLASS 0
 LF1063
 LF1063.The horizontal coordinates were scaled from a topographic map and have
 LF1063.an estimated accuracy of +/- 6 seconds.
 LF1063
 LF1063.The orthometric height was determined by differential leveling
 LF1063.and adjusted by the National Geodetic Survey in June 1991..
 LF1063
 LF1063.The geoid height was determined by GEOID03.
 LF1063
 LF1063.The dynamic height is computed by dividing the NAVD 88
 LF1063.geopotential number by the normal gravity value computed on the
 LF1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1063.degrees latitude (g = 980.6199 gals.).
 LF1063
 LF1063.The modeled gravity was interpolated from observed gravity values.
 LF1063
 LF1063;                    North         East    Units  Estimated Accuracy
 LF1063;SPC NE       -   103,040.      849,990.      MT  (+/- 180 meters Scaled)
 LF1063
 LF1063                          SUPERSEDED SURVEY CONTROL
 LF1063
 LF1063  NGVD 29 (??/??/92)  309.957  (m)         1016.92   (f) ADJ UNCH    2 0
 LF1063
 LF1063.Superseded values are not recommended for survey control.
 LF1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1063.See file dsdata.txt to determine how the superseded data were derived.
 LF1063
 LF1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF585078(NAD 83)
 LF1063_MARKER: DB = BENCH MARK DISK
 LF1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1063_STAMPING: F 258 1947
 LF1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1063+STABILITY: SURFACE MOTION
 LF1063
 LF1063  HISTORY     - Date     Condition        Report By
 LF1063  HISTORY     - 1947     MONUMENTED       CGS
 LF1063
 LF1063                          STATION DESCRIPTION
 LF1063
 LF1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1063'AT NEBRASKA CITY.
 LF1063'AT NEBRASKA CITY, IN THE SOUTHWEST CORNER OF THE PROPERTY OF THE
 LF1063'STATE SCHOOL FOR THE BLIND, 320.0 FEET SOUTHWEST OF THE SOUTHWEST
 LF1063'CORNER OF THE SCHOOL BUILDING (FOR THE BLIND), 221.0 FEET NORTH
 LF1063'OF THE NORTHWEST CORNER OF GREGGSPORT PUBLIC SCHOOL, 147.3 FEET
 LF1063'NORTH OF THE NORTH CURB OF TENTH AVENUE, 72.0 FEET EAST OF THE
 LF1063'CENTER LINE (APPROXIMATED) OF TENTH STREET, 31.9 FEET WEST OF A
 LF1063'12 INCH ELM TREE, SET BETWEEN TWO 30 INCH ELM TREES, 14.9 FEET
 LF1063'NORTH OF ONE AND 13.1 FEET SOUTH OF THE OTHER TREE, SET IN THE
 LF1063'TOP OF A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0409 ***********************************************************************
 MK0409  DESIGNATION -  F 259
 MK0409  PID         -  MK0409
 MK0409  STATE/COUNTY-  NE/WASHINGTON
 MK0409  USGS QUAD   -  ORUM (1969)
 MK0409
 MK0409                         *CURRENT SURVEY CONTROL
 MK0409  ___________________________________________________________________
 MK0409* NAD 83(1986)-  41 36 28.     (N)    096 18 34.     (W)     SCALED    
 MK0409* NAVD 88     -       408.700  (meters)    1340.88   (feet)  ADJUSTED  
 MK0409  ___________________________________________________________________
 MK0409  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 MK0409  DYNAMIC HT  -         408.521 (meters)    1340.29  (feet)  COMP
 MK0409  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 MK0409
 MK0409  VERT ORDER  -  SECOND    CLASS 0
 MK0409
 MK0409.The horizontal coordinates were scaled from a topographic map and have
 MK0409.an estimated accuracy of +/- 6 seconds.
 MK0409
 MK0409.The orthometric height was determined by differential leveling
 MK0409.and adjusted by the National Geodetic Survey in June 1991..
 MK0409
 MK0409.The geoid height was determined by GEOID03.
 MK0409
 MK0409.The dynamic height is computed by dividing the NAVD 88
 MK0409.geopotential number by the normal gravity value computed on the
 MK0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0409.degrees latitude (g = 980.6199 gals.).
 MK0409
 MK0409.The modeled gravity was interpolated from observed gravity values.
 MK0409
 MK0409;                    North         East    Units  Estimated Accuracy
 MK0409;SPC NE       -   203,570.      807,440.      MT  (+/- 180 meters Scaled)
 MK0409
 MK0409                          SUPERSEDED SURVEY CONTROL
 MK0409
 MK0409  NGVD 29 (??/??/92)  408.551  (m)         1340.39   (f) ADJ UNCH    2 0
 MK0409
 MK0409.Superseded values are not recommended for survey control.
 MK0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0409.See file dsdata.txt to determine how the superseded data were derived.
 MK0409
 MK0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM241097(NAD 83)
 MK0409_MARKER: DB = BENCH MARK DISK
 MK0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0409_STAMPING: F 259 1947
 MK0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0409+STABILITY: SURFACE MOTION
 MK0409
 MK0409  HISTORY     - Date     Condition        Report By
 MK0409  HISTORY     - 1947     MONUMENTED       CGS
 MK0409
 MK0409                          STATION DESCRIPTION
 MK0409
 MK0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0409'AT SPIKER.
 MK0409'AT SPIKER, AT THE NORTHWEST CORNER OF THE SCHOOL YARD, 161.2 FEET
 MK0409'NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 157.0
 MK0409'FEET SOUTH OF A POINT IN LINE WITH THE CENTER OF A GRAVEL ROAD
 MK0409'LEADING WEST, 83.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 MK0409'SPIKER STORE, 44.0 FEET EAST OF THE CENTER OF STATE HIGHWAY NO.
 MK0409'31, 11.0 FEET SOUTHEAST OF A POWER LINE POLE, 10.0 FEET SOUTHEAST
 MK0409'OF THE NORTHWEST CORNER OF THE SCHOOL YARD FENCE, 1.5 FOOT NORTH
 MK0409'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 MK0409'ELEVATION AS THE HIGHWAY AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0073 ***********************************************************************
 LJ0073  DESIGNATION -  F 26
 LJ0073  PID         -  LJ0073
 LJ0073  STATE/COUNTY-  NE/HITCHCOCK
 LJ0073  USGS QUAD   -  CULBERTSON (1970)
 LJ0073
 LJ0073                         *CURRENT SURVEY CONTROL
 LJ0073  ___________________________________________________________________
 LJ0073* NAD 83(1986)-  40 12 50.     (N)    100 51 42.     (W)     SCALED    
 LJ0073* NAVD 88     -       793.274  (meters)    2602.60   (feet)  ADJUSTED  
 LJ0073  ___________________________________________________________________
 LJ0073  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 LJ0073  DYNAMIC HT  -         792.744 (meters)    2600.86  (feet)  COMP
 LJ0073  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 LJ0073
 LJ0073  VERT ORDER  -  FIRST     CLASS II
 LJ0073
 LJ0073.The horizontal coordinates were scaled from a topographic map and have
 LJ0073.an estimated accuracy of +/- 6 seconds.
 LJ0073
 LJ0073.The orthometric height was determined by differential leveling
 LJ0073.and adjusted by the National Geodetic Survey in June 1991..
 LJ0073
 LJ0073.The geoid height was determined by GEOID03.
 LJ0073
 LJ0073.The dynamic height is computed by dividing the NAVD 88
 LJ0073.geopotential number by the normal gravity value computed on the
 LJ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0073.degrees latitude (g = 980.6199 gals.).
 LJ0073
 LJ0073.The modeled gravity was interpolated from observed gravity values.
 LJ0073
 LJ0073;                    North         East    Units  Estimated Accuracy
 LJ0073;SPC NE       -    42,620.      426,660.      MT  (+/- 180 meters Scaled)
 LJ0073
 LJ0073                          SUPERSEDED SURVEY CONTROL
 LJ0073
 LJ0073  NGVD 29 (??/??/92)  792.954  (m)         2601.55   (f) ADJ UNCH    1 2
 LJ0073
 LJ0073.Superseded values are not recommended for survey control.
 LJ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0073.See file dsdata.txt to determine how the superseded data were derived.
 LJ0073
 LJ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK415531(NAD 83)
 LJ0073_MARKER: DB = BENCH MARK DISK
 LJ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0073_STAMPING: F 26 1933 2601.550
 LJ0073_MARK LOGO: CGS   
 LJ0073_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0073+STABILITY: SURFACE MOTION
 LJ0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0073+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 LJ0073
 LJ0073  HISTORY     - Date     Condition        Report By
 LJ0073  HISTORY     - 1933     MONUMENTED       CGS
 LJ0073  HISTORY     - 1938     GOOD             NGS
 LJ0073  HISTORY     - 19991103 GOOD             NGS
 LJ0073
 LJ0073                          STATION DESCRIPTION
 LJ0073
 LJ0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LJ0073'2 MI W FROM CULBERTSON.
 LJ0073'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0073'FROM THE STATION AT CULBERTSON, HITCHCOCK COUNTY, AT MILEPOST 301,
 LJ0073'43 FEET SOUTH OF THE SOUTH RAIL, AND 41 FEET NORTH OF THE
 LJ0073'CENTERLINE OF A ROAD PARALLELING THE TRACK.  A STANDARD DISK,
 LJ0073'STAMPED 2601.550 F 26 1933 AND SET IN THE TOP OF A CONCRETE
 LJ0073'POST PROJECTING 6 INCHES ABOVE GROUND.
 LJ0073
 LJ0073                          STATION RECOVERY (1999)
 LJ0073
 LJ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0073'1.3 KM (0.80 MI) SOUTHERLY ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LJ0073'U.S.  HIGHWAY 34 IN CULBERTSON, THENCE 1.3 KM (0.80 MI) WESTERLY ALONG
 LJ0073'A GRAVELED ROAD, THENCE 1.1 KM (0.70 MI) SOUTH AND WESTERLY ALONG A
 LJ0073'DIRT ROAD, 17.4 M (57.1 FT) SOUTH OF RAILROAD MILEPOST 301, 13.2 M
 LJ0073'(43.3 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 LJ0073'13.2 M (43.3 FT) NORTH OF THE ROAD CENTER, 0.5 M (1.6 FT) ABOVE THE
 LJ0073'LEVEL OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 LJ0073'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0116 ***********************************************************************
 LJ0116  DESIGNATION -  F 26 2
 LJ0116  PID         -  LJ0116
 LJ0116  STATE/COUNTY-  NE/HITCHCOCK
 LJ0116  USGS QUAD   -  CULBERTSON NW (1962)
 LJ0116
 LJ0116                         *CURRENT SURVEY CONTROL
 LJ0116  ___________________________________________________________________
 LJ0116* NAD 83(1986)-  40 14 10.     (N)    100 53 32.     (W)     SCALED    
 LJ0116* NAVD 88     -       798.791  (meters)    2620.70   (feet)  ADJUSTED  
 LJ0116  ___________________________________________________________________
 LJ0116  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 LJ0116  DYNAMIC HT  -         798.260 (meters)    2618.96  (feet)  COMP
 LJ0116  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 LJ0116
 LJ0116  VERT ORDER  -  SECOND    CLASS 0
 LJ0116
 LJ0116.The horizontal coordinates were scaled from a topographic map and have
 LJ0116.an estimated accuracy of +/- 6 seconds.
 LJ0116
 LJ0116.The orthometric height was determined by differential leveling
 LJ0116.and adjusted by the National Geodetic Survey in June 1991..
 LJ0116.WARNING-Repeat measurements at this control monument indicate possible
 LJ0116.vertical movement.
 LJ0116
 LJ0116.The geoid height was determined by GEOID03.
 LJ0116
 LJ0116.The dynamic height is computed by dividing the NAVD 88
 LJ0116.geopotential number by the normal gravity value computed on the
 LJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0116.degrees latitude (g = 980.6199 gals.).
 LJ0116
 LJ0116.The modeled gravity was interpolated from observed gravity values.
 LJ0116
 LJ0116;                    North         East    Units  Estimated Accuracy
 LJ0116;SPC NE       -    45,110.      424,080.      MT  (+/- 180 meters Scaled)
 LJ0116
 LJ0116                          SUPERSEDED SURVEY CONTROL
 LJ0116
 LJ0116  NGVD 29 (??/??/92)  798.479  (m)         2619.68   (f) ADJ UNCH    2 0
 LJ0116
 LJ0116.Superseded values are not recommended for survey control.
 LJ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0116.See file dsdata.txt to determine how the superseded data were derived.
 LJ0116
 LJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK390556(NAD 83)
 LJ0116_MARKER: DB = BENCH MARK DISK
 LJ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0116_STAMPING: F 26 2
 LJ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0116+STABILITY: SURFACE MOTION
 LJ0116
 LJ0116  HISTORY     - Date     Condition        Report By
 LJ0116  HISTORY     - UNK      MONUMENTED       CGS
 LJ0116  HISTORY     - 1934     GOOD             NGS
 LJ0116  HISTORY     - 1939     GOOD             NGS
 LJ0116
 LJ0116                          STATION DESCRIPTION
 LJ0116
 LJ0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LJ0116'3.7 MI W FROM CULBERTSON.
 LJ0116'3.7 MILES WEST OF RAILROAD STATION AT CULBERTSON.  ON THE RIGHT
 LJ0116'OF WAY OF THE C.B. AND Q. RR. ON THE SOUTH SIDE OF TRACK, IN THE
 LJ0116'SE 1/4 OF THE SE 1/4 OF SEC. 11, T. 3 N., R. 32 W., 43.8 FEET
 LJ0116'FROM SOUTHWEST RAIL OF TRACK, 3.5 FEET FROM SOUTH FENCE OF
 LJ0116'RAILROAD, 284 FEET WEST OF THE FENCE ON THE EAST LINE OF SECTION
 LJ0116'11, APPROXIMATELY 180 FEET NORTHEAST OF THE NORTHEAST CORNER
 LJ0116'OF FARMHOUSE, APPROXIMATELY 1150 FEET NORTHWEST ALONG THE TRACK
 LJ0116'FROM POINT WHERE RAILROAD CROSSES STATE HIGHWAY 3 ON LINE
 LJ0116'BETWEEN SECTIONS 12 AND 13, T. 3 N., R. 32 W.
 LJ0116
 LJ0116                          STATION RECOVERY (1939)
 LJ0116
 LJ0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 LJ0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0115 ***********************************************************************
 LJ0115  DESIGNATION -  F 26 4
 LJ0115  PID         -  LJ0115
 LJ0115  STATE/COUNTY-  NE/HITCHCOCK
 LJ0115  USGS QUAD   -  BEVERLY (1973)
 LJ0115
 LJ0115                         *CURRENT SURVEY CONTROL
 LJ0115  ___________________________________________________________________
 LJ0115* NAD 83(1986)-  40 15 29.     (N)    100 55 19.     (W)     SCALED    
 LJ0115* NAVD 88     -       807.457  (meters)    2649.13   (feet)  ADJUSTED  
 LJ0115  ___________________________________________________________________
 LJ0115  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 LJ0115  DYNAMIC HT  -         806.921 (meters)    2647.37  (feet)  COMP
 LJ0115  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 LJ0115
 LJ0115  VERT ORDER  -  SECOND    CLASS 0
 LJ0115
 LJ0115.The horizontal coordinates were scaled from a topographic map and have
 LJ0115.an estimated accuracy of +/- 6 seconds.
 LJ0115
 LJ0115.The orthometric height was determined by differential leveling
 LJ0115.and adjusted by the National Geodetic Survey in June 1991..
 LJ0115
 LJ0115.The geoid height was determined by GEOID03.
 LJ0115
 LJ0115.The dynamic height is computed by dividing the NAVD 88
 LJ0115.geopotential number by the normal gravity value computed on the
 LJ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0115.degrees latitude (g = 980.6199 gals.).
 LJ0115
 LJ0115.The modeled gravity was interpolated from observed gravity values.
 LJ0115
 LJ0115;                    North         East    Units  Estimated Accuracy
 LJ0115;SPC NE       -    47,580.      421,580.      MT  (+/- 180 meters Scaled)
 LJ0115
 LJ0115                          SUPERSEDED SURVEY CONTROL
 LJ0115
 LJ0115  NGVD 29 (??/??/92)  807.140  (m)         2648.09   (f) ADJ UNCH    2 0
 LJ0115
 LJ0115.Superseded values are not recommended for survey control.
 LJ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0115.See file dsdata.txt to determine how the superseded data were derived.
 LJ0115
 LJ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK365581(NAD 83)
 LJ0115_MARKER: DB = BENCH MARK DISK
 LJ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0115_STAMPING: F 26 4
 LJ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0115+STABILITY: SURFACE MOTION
 LJ0115
 LJ0115  HISTORY     - Date     Condition        Report By
 LJ0115  HISTORY     - UNK      MONUMENTED       CGS
 LJ0115  HISTORY     - 1934     GOOD             NGS
 LJ0115  HISTORY     - 1939     GOOD             NGS
 LJ0115
 LJ0115                          STATION DESCRIPTION
 LJ0115
 LJ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LJ0115'3.2 MI E FROM BEVERLY.
 LJ0115'3.2 MILES EAST OF RAILROAD STATION AT BEVERLY ON THE RIGHT OF
 LJ0115'WAY OF THE C B AND Q RR. IN THE NW 1/4 OF SEC. 3, T. 3 N.,
 LJ0115'R. 32 W., ON THE WEST SIDE OF THE TRACK, 40.7 FEET FROM WEST
 LJ0115'RAIL, 270 FEET SOUTHEAST OF MILEPOST 6, 390 FEET SOUTHEAST OF
 LJ0115'NEARER ONE OF TWO OVAL SHAPE CONCRETE CULVERTS UNDER RAILROAD
 LJ0115'TRACK, APPROXIMATELY 1110 FEET NORTHWEST ALONG THE TRACK FROM
 LJ0115'POINT WHERE SAME CROSSES THE EW 1/4 SEC. LINE IN SEC. 3.
 LJ0115
 LJ0115                          STATION RECOVERY (1939)
 LJ0115
 LJ0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 LJ0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0725 ***********************************************************************
 LF0725  DESIGNATION -  F 260
 LF0725  PID         -  LF0725
 LF0725  STATE/COUNTY-  NE/NEMAHA
 LF0725  USGS QUAD   -  PERU (1966)
 LF0725
 LF0725                         *CURRENT SURVEY CONTROL
 LF0725  ___________________________________________________________________
 LF0725* NAD 83(1986)-  40 23 50.     (N)    095 39 23.     (W)     SCALED    
 LF0725* NAVD 88     -       286.249  (meters)     939.14   (feet)  ADJUSTED  
 LF0725  ___________________________________________________________________
 LF0725  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LF0725  DYNAMIC HT  -         286.098 (meters)     938.64  (feet)  COMP
 LF0725  MODELED GRAV-     980,091.6   (mgal)                       NAVD 88
 LF0725
 LF0725  VERT ORDER  -  SECOND    CLASS 0
 LF0725
 LF0725.The horizontal coordinates were scaled from a topographic map and have
 LF0725.an estimated accuracy of +/- 6 seconds.
 LF0725
 LF0725.The orthometric height was determined by differential leveling
 LF0725.and adjusted by the National Geodetic Survey in June 1991..
 LF0725
 LF0725.The geoid height was determined by GEOID03.
 LF0725
 LF0725.The dynamic height is computed by dividing the NAVD 88
 LF0725.geopotential number by the normal gravity value computed on the
 LF0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0725.degrees latitude (g = 980.6199 gals.).
 LF0725
 LF0725.The modeled gravity was interpolated from observed gravity values.
 LF0725
 LF0725;                    North         East    Units  Estimated Accuracy
 LF0725;SPC NE       -    71,870.      868,550.      MT  (+/- 180 meters Scaled)
 LF0725
 LF0725                          SUPERSEDED SURVEY CONTROL
 LF0725
 LF0725  NGVD 29 (??/??/92)  286.173  (m)          938.89   (f) ADJ UNCH    2 0
 LF0725
 LF0725.Superseded values are not recommended for survey control.
 LF0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0725.See file dsdata.txt to determine how the superseded data were derived.
 LF0725
 LF0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE745752(NAD 83)
 LF0725_MARKER: DB = BENCH MARK DISK
 LF0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0725_STAMPING: F 260 1947
 LF0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0725+STABILITY: SURFACE MOTION
 LF0725
 LF0725  HISTORY     - Date     Condition        Report By
 LF0725  HISTORY     - 1947     MONUMENTED       CGS
 LF0725  HISTORY     - 1974     GOOD             NGS
 LF0725
 LF0725                          STATION DESCRIPTION
 LF0725
 LF0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0725'AT BROWNVILLE.
 LF0725'AT BROWNVILLE, 0.2 MILE WEST OF THE SOUTHWEST END OF THE TOLL
 LF0725'BRIDGE OVER THE MISSOURI RIVER, AT THE MEMORIAL PARK, 39.6 FEET
 LF0725'SOUTH OF THE SOUTH CURB OF STATE HIGHWAY NO. 3 (MAIN STREET),
 LF0725'18.0 FEET EAST OF A POINT IN LINE WITH THE EAST WALL OF A
 LF0725'3-STORY BRICK BUILDING WHICH IS ON THE NORTH SIDE OF THE
 LF0725'HIGHWAY, 0.6 FOOT NORTH OF THE CENTER OF THE NORTH SIDE OF THE
 LF0725'CONCRETE FOUNDATION FOR A LARGE RED GRANITE BOULDER WHICH HAS
 LF0725'A LARGE BRONZE MEMORIAL TABLET ON THE NORTH SIDE, SET IN A
 LF0725'CONCRETE POST ABOUT FLUSH WITH THE TOP OF THE GROUND.
 LF0725
 LF0725                          STATION RECOVERY (1974)
 LF0725
 LF0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0947 ***********************************************************************
 NM0947  DESIGNATION -  F 261
 NM0947  PID         -  NM0947
 NM0947  STATE/COUNTY-  NE/DIXON
 NM0947  USGS QUAD   -  PONCA (1994)
 NM0947
 NM0947                         *CURRENT SURVEY CONTROL
 NM0947  ___________________________________________________________________
 NM0947* NAD 83(1986)-  42 33 28.     (N)    096 40 29.     (W)     SCALED    
 NM0947* NAVD 88     -       365.634  (meters)    1199.58   (feet)  ADJUSTED  
 NM0947  ___________________________________________________________________
 NM0947  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 NM0947  DYNAMIC HT  -         365.519 (meters)    1199.21  (feet)  COMP
 NM0947  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 NM0947
 NM0947  VERT ORDER  -  SECOND    CLASS 0
 NM0947
 NM0947.The horizontal coordinates were scaled from a topographic map and have
 NM0947.an estimated accuracy of +/- 6 seconds.
 NM0947
 NM0947.The orthometric height was determined by differential leveling
 NM0947.and adjusted by the National Geodetic Survey in June 1991..
 NM0947
 NM0947.The geoid height was determined by GEOID03.
 NM0947
 NM0947.The dynamic height is computed by dividing the NAVD 88
 NM0947.geopotential number by the normal gravity value computed on the
 NM0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0947.degrees latitude (g = 980.6199 gals.).
 NM0947
 NM0947.The modeled gravity was interpolated from observed gravity values.
 NM0947
 NM0947;                    North         East    Units  Estimated Accuracy
 NM0947;SPC NE       -   307,750.      772,970.      MT  (+/- 180 meters Scaled)
 NM0947
 NM0947                          SUPERSEDED SURVEY CONTROL
 NM0947
 NM0947  NGVD 29 (??/??/92)  365.459  (m)         1199.01   (f) ADJ UNCH    2 0
 NM0947
 NM0947.Superseded values are not recommended for survey control.
 NM0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0947.See file dsdata.txt to determine how the superseded data were derived.
 NM0947
 NM0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN908143(NAD 83)
 NM0947_MARKER: DB = BENCH MARK DISK
 NM0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0947_STAMPING: F 261 1948
 NM0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0947+STABILITY: SURFACE MOTION
 NM0947
 NM0947  HISTORY     - Date     Condition        Report By
 NM0947  HISTORY     - 1948     MONUMENTED       CGS
 NM0947
 NM0947                          STATION DESCRIPTION
 NM0947
 NM0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0947'1.7 MI E FROM PONCA.
 NM0947'0.05 MILE NORTH ALONG STATE HIGHWAY NO. 9 FROM THE NORTHEAST
 NM0947'CORNER OF THE CITY PARK AT PONCA, THENCE 0.05 MILE EAST ALONG A
 NM0947'PAVED STREET, THENCE 1.6 MILES EASTERLY ALONG A DIRT ROAD, AT
 NM0947'THE SUMMIT OF A HILL, ABOUT 0.5 MILE NORTHWEST OF A FARMHOUSE
 NM0947'LOCATED AT A T ROAD LEADING SOUTH, 16.0 FEET SOUTHWEST OF THE
 NM0947'CENTER LINE OF THE ROAD, 0.4 FOOT SOUTHWEST OF A FENCE, 1.3 FEET
 NM0947'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0947'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0668 ***********************************************************************
 NM0668  DESIGNATION -  F 262
 NM0668  PID         -  NM0668
 NM0668  STATE/COUNTY-  NE/DAKOTA
 NM0668  USGS QUAD   -  JACKSON (1993)
 NM0668
 NM0668                         *CURRENT SURVEY CONTROL
 NM0668  ___________________________________________________________________
 NM0668* NAD 83(1986)-  42 29 29.     (N)    096 34 30.     (W)     SCALED    
 NM0668* NAVD 88     -       338.853  (meters)    1111.72   (feet)  ADJUSTED  
 NM0668  ___________________________________________________________________
 NM0668  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 NM0668  DYNAMIC HT  -         338.745 (meters)    1111.37  (feet)  COMP
 NM0668  MODELED GRAV-     980,293.4   (mgal)                       NAVD 88
 NM0668
 NM0668  VERT ORDER  -  SECOND    CLASS 0
 NM0668
 NM0668.The horizontal coordinates were scaled from a topographic map and have
 NM0668.an estimated accuracy of +/- 6 seconds.
 NM0668
 NM0668.The orthometric height was determined by differential leveling
 NM0668.and adjusted by the National Geodetic Survey in June 1991..
 NM0668
 NM0668.The geoid height was determined by GEOID03.
 NM0668
 NM0668.The dynamic height is computed by dividing the NAVD 88
 NM0668.geopotential number by the normal gravity value computed on the
 NM0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0668.degrees latitude (g = 980.6199 gals.).
 NM0668
 NM0668.The modeled gravity was interpolated from observed gravity values.
 NM0668
 NM0668;                    North         East    Units  Estimated Accuracy
 NM0668;SPC NE       -   300,700.      781,440.      MT  (+/- 180 meters Scaled)
 NM0668
 NM0668                          SUPERSEDED SURVEY CONTROL
 NM0668
 NM0668  NGVD 29 (??/??/92)  338.683  (m)         1111.16   (f) ADJ UNCH    2 0
 NM0668
 NM0668.Superseded values are not recommended for survey control.
 NM0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0668.See file dsdata.txt to determine how the superseded data were derived.
 NM0668
 NM0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN992071(NAD 83)
 NM0668_MARKER: DB = BENCH MARK DISK
 NM0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0668_STAMPING: F 262 1948
 NM0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0668+STABILITY: SURFACE MOTION
 NM0668
 NM0668  HISTORY     - Date     Condition        Report By
 NM0668  HISTORY     - 1948     MONUMENTED       CGS
 NM0668  HISTORY     - 1973     MARK NOT FOUND   NGS
 NM0668
 NM0668                          STATION DESCRIPTION
 NM0668
 NM0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0668'3.7 MI N FROM JACKSON.
 NM0668'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0668'JACKSON, THENCE 3.0 MILES NORTH ALONG A DIRT ROAD, THENCE
 NM0668'0.5 MILE WEST ALONG A DIRT ROAD, 90.3 FEET SOUTH OF THE SOUTHEAST
 NM0668'CORNER OF A FARMHOUSE, 26.0 FEET SOUTH OF THE CENTER LINE OF
 NM0668'THE ROAD, 6.2 FEET SOUTHWEST OF A LONE 20-INCH ELM TREE, 1.4
 NM0668'FEET NORTH OF A FENCE, 1.4 FEET EAST OF A REFERENCE POST, SET
 NM0668'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NM0668'GROUND.
 NM0668
 NM0668                          STATION RECOVERY (1973)
 NM0668
 NM0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NM0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1012 ***********************************************************************
 LF1012  DESIGNATION -  F 263
 LF1012  PID         -  LF1012
 LF1012  STATE/COUNTY-  NE/NEMAHA
 LF1012  USGS QUAD   -  HAMBURG (1984)
 LF1012
 LF1012                         *CURRENT SURVEY CONTROL
 LF1012  ___________________________________________________________________
 LF1012* NAD 83(1986)-  40 31 51.     (N)    095 39 35.     (W)     SCALED    
 LF1012* NAVD 88     -       275.079  (meters)     902.49   (feet)  ADJUSTED  
 LF1012  ___________________________________________________________________
 LF1012  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LF1012  DYNAMIC HT  -         274.933 (meters)     902.01  (feet)  COMP
 LF1012  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 LF1012
 LF1012  VERT ORDER  -  SECOND    CLASS 0
 LF1012
 LF1012.The horizontal coordinates were scaled from a topographic map and have
 LF1012.an estimated accuracy of +/- 6 seconds.
 LF1012
 LF1012.The orthometric height was determined by differential leveling
 LF1012.and adjusted by the National Geodetic Survey in June 1991..
 LF1012
 LF1012.The geoid height was determined by GEOID03.
 LF1012
 LF1012.The dynamic height is computed by dividing the NAVD 88
 LF1012.geopotential number by the normal gravity value computed on the
 LF1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1012.degrees latitude (g = 980.6199 gals.).
 LF1012
 LF1012.The modeled gravity was interpolated from observed gravity values.
 LF1012
 LF1012;                    North         East    Units  Estimated Accuracy
 LF1012;SPC NE       -    86,670.      867,520.      MT  (+/- 180 meters Scaled)
 LF1012
 LF1012                          SUPERSEDED SURVEY CONTROL
 LF1012
 LF1012  NGVD 29 (??/??/92)  274.982  (m)          902.17   (f) ADJ UNCH    2 0
 LF1012
 LF1012.Superseded values are not recommended for survey control.
 LF1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1012.See file dsdata.txt to determine how the superseded data were derived.
 LF1012
 LF1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE747900(NAD 83)
 LF1012_MARKER: DB = BENCH MARK DISK
 LF1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1012_STAMPING: F 263 1948
 LF1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1012+STABILITY: SURFACE MOTION
 LF1012
 LF1012  HISTORY     - Date     Condition        Report By
 LF1012  HISTORY     - 1948     MONUMENTED       CGS
 LF1012  HISTORY     - 1961     MARK NOT FOUND   NGS
 LF1012
 LF1012                          STATION DESCRIPTION
 LF1012
 LF1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF1012'5.7 MI W FROM WATSON.
 LF1012'2.0 MILES WEST ALONG COUNTY ROAD A FROM THE CROSSING OF THE
 LF1012'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS AT WATSON, THENCE
 LF1012'3.7 MILES NORTH ALONG A DIRT ROAD, IN THE NORTHWEST QUARTER
 LF1012'OF A ROAD CROSSING, IN LINE WITH A NORTH-SOUTH ROW OF R.E.A.
 LF1012'POLES, 31.0 FEET NORTH OF AN EAST-WEST ROAD, 18.0 FEET WEST OF
 LF1012'THE CENTER LINE OF THE ROAD LEADING NORTH, 0.8 FOOT WEST OF THE
 LF1012'NORTH-SOUTH FENCE LINE, 0.8 FOOT NORTH OF THE EAST-WEST FENCE
 LF1012'LINE, 0.7 FOOT NORTHWEST OF A CORNER FENCE POST, 1.0 FOOT SOUTH
 LF1012'OF A 4 X 4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LF1012'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE DRAINAGE
 LF1012'DITCH ALONG THE ROAD HAS BEEN WIDENED AND IT IS BELIEVED THAT
 LF1012'THE MARK WAS PROBABLY DESTROYED.
 LF1012
 LF1012                          STATION RECOVERY (1961)
 LF1012
 LF1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LF1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0611 ***********************************************************************
 LF0611  DESIGNATION -  F 266
 LF0611  PID         -  LF0611
 LF0611  STATE/COUNTY-  NE/RICHARDSON
 LF0611  USGS QUAD   -  VERDON (1966)
 LF0611
 LF0611                         *CURRENT SURVEY CONTROL
 LF0611  ___________________________________________________________________
 LF0611* NAD 83(1986)-  40 13 59.     (N)    095 38 03.     (W)     SCALED    
 LF0611* NAVD 88     -       341.069  (meters)    1118.99   (feet)  ADJUSTED  
 LF0611  ___________________________________________________________________
 LF0611  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LF0611  DYNAMIC HT  -         340.881 (meters)    1118.37  (feet)  COMP
 LF0611  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 LF0611
 LF0611  VERT ORDER  -  SECOND    CLASS 0
 LF0611
 LF0611.The horizontal coordinates were scaled from a topographic map and have
 LF0611.an estimated accuracy of +/- 6 seconds.
 LF0611
 LF0611.The orthometric height was determined by differential leveling
 LF0611.and adjusted by the National Geodetic Survey in June 1991..
 LF0611
 LF0611.The geoid height was determined by GEOID03.
 LF0611
 LF0611.The dynamic height is computed by dividing the NAVD 88
 LF0611.geopotential number by the normal gravity value computed on the
 LF0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0611.degrees latitude (g = 980.6199 gals.).
 LF0611
 LF0611.The modeled gravity was interpolated from observed gravity values.
 LF0611
 LF0611;                    North         East    Units  Estimated Accuracy
 LF0611;SPC NE       -    53,760.      871,350.      MT  (+/- 180 meters Scaled)
 LF0611
 LF0611                          SUPERSEDED SURVEY CONTROL
 LF0611
 LF0611  NGVD 29 (??/??/92)  340.994  (m)         1118.74   (f) ADJ UNCH    2 0
 LF0611
 LF0611.Superseded values are not recommended for survey control.
 LF0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0611.See file dsdata.txt to determine how the superseded data were derived.
 LF0611
 LF0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE759569(NAD 83)
 LF0611_MARKER: DB = BENCH MARK DISK
 LF0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0611_STAMPING: F 266 1947
 LF0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0611+STABILITY: SURFACE MOTION
 LF0611
 LF0611  HISTORY     - Date     Condition        Report By
 LF0611  HISTORY     - 1947     MONUMENTED       CGS
 LF0611
 LF0611                          STATION DESCRIPTION
 LF0611
 LF0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0611'3 MI E FROM SHUBERT.
 LF0611'0.4 MILE SOUTH ALONG MAIN STREET AND 2.6 FEET EAST ALONG STATE
 LF0611'HIGHWAY NO. 62 FROM THE SCHOOL AT SHUBERT, AT THE TOP OF A HILL,
 LF0611'234.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH CROSS ROAD, 39.0
 LF0611'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 17.0 FEET SOUTHEAST OF A
 LF0611'POWER LINE POLE, 6.0 FEET SOUTH OF A FENCE CORNER POST, 1.0 FOOT
 LF0611'SOUTH OF A REFERENCE POST, 0.7 FOOT EAST OF A NORTH-SOUTH FENCE
 LF0611'LINE, SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE HIGHWAY AND
 LF0611'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1500 ***********************************************************************
 LF1500  DESIGNATION -  F 267 RESET
 LF1500  PID         -  LF1500
 LF1500  STATE/COUNTY-  NE/RICHARDSON
 LF1500  USGS QUAD   -  FALLS CITY (1984)
 LF1500
 LF1500                         *CURRENT SURVEY CONTROL
 LF1500  ___________________________________________________________________
 LF1500* NAD 83(1986)-  40 03 07.     (N)    095 31 12.     (W)     SCALED    
 LF1500* NAVD 88     -       269.03   (meters)     882.6    (feet)  RESET     
 LF1500  ___________________________________________________________________
 LF1500  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LF1500
 LF1500  VERT ORDER  -  THIRD
 LF1500
 LF1500.The horizontal coordinates were scaled from a topographic map and have
 LF1500.an estimated accuracy of +/- 6 seconds.
 LF1500
 LF1500.The orthometric height was computed from unverified reset data.
 LF1500.No vertical observational check was made to the station.
 LF1500
 LF1500.The geoid height was determined by GEOID03.
 LF1500
 LF1500;                    North         East    Units  Estimated Accuracy
 LF1500;SPC NE       -    34,180.      882,100.      MT  (+/- 180 meters Scaled)
 LF1500
 LF1500                          SUPERSEDED SURVEY CONTROL
 LF1500
 LF1500  NGVD 29 (08/02/06)  268.96   (m)          882.4    (f) RESET       3  
 LF1500
 LF1500.Superseded values are not recommended for survey control.
 LF1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1500.See file dsdata.txt to determine how the superseded data were derived.
 LF1500
 LF1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE850365(NAD 83)
 LF1500_MARKER: DB = BENCH MARK DISK
 LF1500_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LF1500_SP_SET: BRIDGE ABUTMENT
 LF1500_STAMPING: F 267 RESET 1986
 LF1500_MARK LOGO: NGS   
 LF1500_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1500+STABILITY: SURFACE MOTION
 LF1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1500+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LF1500
 LF1500  HISTORY     - Date     Condition        Report By
 LF1500  HISTORY     - 1986     MONUMENTED       NEDR
 LF1500
 LF1500                          STATION DESCRIPTION
 LF1500
 LF1500'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1986
 LF1500'7.24 KM (4.50 MI) EAST ALONG U.S. HIGHWAY 159 FROM ITS JUNCTION WITH
 LF1500'U.S. HIGHWAY 73, IN FALLS CITY, TO A GRAVELED CROSSROAD, THEN RIGHT
 LF1500'AND SOUTH ALONG THE GRAVELED ROAD FOR 0.64 KM (0.40 MI) TO A BRIDGE
 LF1500'OVER MUDDY CREEK AND THE MARK, CEMENTED INTO A DRILLED HOLE IN THE
 LF1500'WEST END OF THE NORTH ABUTMENT AND ABOUT 0.3 M (1.0 FT) BELOW THE
 LF1500'BRIDGE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0669 ***********************************************************************
 LF0669  DESIGNATION -  F 268
 LF0669  PID         -  LF0669
 LF0669  STATE/COUNTY-  NE/NEMAHA
 LF0669  USGS QUAD   -  AUBURN (1966)
 LF0669
 LF0669                         *CURRENT SURVEY CONTROL
 LF0669  ___________________________________________________________________
 LF0669* NAD 83(1986)-  40 26 43.     (N)    095 45 12.     (W)     SCALED    
 LF0669* NAVD 88     -       307.347  (meters)    1008.35   (feet)  ADJUSTED  
 LF0669  ___________________________________________________________________
 LF0669  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LF0669  DYNAMIC HT  -         307.182 (meters)    1007.81  (feet)  COMP
 LF0669  MODELED GRAV-     980,080.4   (mgal)                       NAVD 88
 LF0669
 LF0669  VERT ORDER  -  SECOND    CLASS 0
 LF0669
 LF0669.The horizontal coordinates were scaled from a topographic map and have
 LF0669.an estimated accuracy of +/- 6 seconds.
 LF0669
 LF0669.The orthometric height was determined by differential leveling
 LF0669.and adjusted by the National Geodetic Survey in June 1991..
 LF0669
 LF0669.The geoid height was determined by GEOID03.
 LF0669
 LF0669.The dynamic height is computed by dividing the NAVD 88
 LF0669.geopotential number by the normal gravity value computed on the
 LF0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0669.degrees latitude (g = 980.6199 gals.).
 LF0669
 LF0669.The modeled gravity was interpolated from observed gravity values.
 LF0669
 LF0669;                    North         East    Units  Estimated Accuracy
 LF0669;SPC NE       -    76,790.      860,070.      MT  (+/- 180 meters Scaled)
 LF0669
 LF0669                          SUPERSEDED SURVEY CONTROL
 LF0669
 LF0669  NGVD 29 (??/??/92)  307.259  (m)         1008.07   (f) ADJ UNCH    2 0
 LF0669
 LF0669.Superseded values are not recommended for survey control.
 LF0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0669.See file dsdata.txt to determine how the superseded data were derived.
 LF0669
 LF0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE664808(NAD 83)
 LF0669_MARKER: DB = BENCH MARK DISK
 LF0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0669_STAMPING: F 268 1947
 LF0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0669+STABILITY: SURFACE MOTION
 LF0669
 LF0669  HISTORY     - Date     Condition        Report By
 LF0669  HISTORY     - 1947     MONUMENTED       CGS
 LF0669
 LF0669                          STATION DESCRIPTION
 LF0669
 LF0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0669'3 MI SW FROM PERU.
 LF0669'1.6 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 67 AND 1.4 MILE SOUTH
 LF0669'ALONG A GRAVEL ROAD FROM THE T.J. MAJORS TRAINING SCHOOL AT PERU,
 LF0669'0.1 MILE NORTH OF A STEEL BRIDGE OVER HONEY CREEK AND AT A
 LF0669'FARM HOUSE, 69.3 FEET NORTH OF THE NORTH SIDE OF A 5-FOOT
 LF0669'COTTONWOOD TREE, 64.4 FEET NORTHEAST OF THE NORTHEAST SIDE OF A
 LF0669'3-FOOT COTTONWOOD TREE, 57.0 FEET NORTH OF THE CENTER OF A PRIVATE
 LF0669'DRIVE WAY LEADING WEST TO THE FARM HOUSE, 40.0 FEET WEST OF THE
 LF0669'CENTER OF THE MAIN NORTH-SOUTH ROAD, 29.6 FEET SOUTHEAST OF THE
 LF0669'SOUTHEAST CORNER OF THE FARM HOUSE, 17.4 FEET NORTH OF THE NORTH
 LF0669'SIDE OF A 3-FOOT SYCAMORE TREE, 5.2 FEET WEST OF TELEPHONE POLE
 LF0669'NO. 2, 1.5 FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE POST
 LF0669'ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0667 ***********************************************************************
 LF0667  DESIGNATION -  F 269
 LF0667  PID         -  LF0667
 LF0667  STATE/COUNTY-  NE/NEMAHA
 LF0667  USGS QUAD   -  PERU (1966)
 LF0667
 LF0667                         *CURRENT SURVEY CONTROL
 LF0667  ___________________________________________________________________
 LF0667* NAD 83(1986)-  40 27 55.     (N)    095 44 40.     (W)     SCALED    
 LF0667* NAVD 88     -       339.030  (meters)    1112.30   (feet)  ADJUSTED  
 LF0667  ___________________________________________________________________
 LF0667  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LF0667  DYNAMIC HT  -         338.850 (meters)    1111.71  (feet)  COMP
 LF0667  MODELED GRAV-     980,084.0   (mgal)                       NAVD 88
 LF0667
 LF0667  VERT ORDER  -  SECOND    CLASS 0
 LF0667
 LF0667.The horizontal coordinates were scaled from a topographic map and have
 LF0667.an estimated accuracy of +/- 6 seconds.
 LF0667
 LF0667.The orthometric height was determined by differential leveling
 LF0667.and adjusted by the National Geodetic Survey in June 1991..
 LF0667
 LF0667.The geoid height was determined by GEOID03.
 LF0667
 LF0667.The dynamic height is computed by dividing the NAVD 88
 LF0667.geopotential number by the normal gravity value computed on the
 LF0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0667.degrees latitude (g = 980.6199 gals.).
 LF0667
 LF0667.The modeled gravity was interpolated from observed gravity values.
 LF0667
 LF0667;                    North         East    Units  Estimated Accuracy
 LF0667;SPC NE       -    79,040.      860,710.      MT  (+/- 180 meters Scaled)
 LF0667
 LF0667                          SUPERSEDED SURVEY CONTROL
 LF0667
 LF0667  NGVD 29 (??/??/92)  338.942  (m)         1112.01   (f) ADJ UNCH    2 0
 LF0667
 LF0667.Superseded values are not recommended for survey control.
 LF0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0667.See file dsdata.txt to determine how the superseded data were derived.
 LF0667
 LF0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE673830(NAD 83)
 LF0667_MARKER: DB = BENCH MARK DISK
 LF0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0667_STAMPING: F 269 1947
 LF0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0667+STABILITY: SURFACE MOTION
 LF0667
 LF0667  HISTORY     - Date     Condition        Report By
 LF0667  HISTORY     - 1947     MONUMENTED       CGS
 LF0667
 LF0667                          STATION DESCRIPTION
 LF0667
 LF0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0667'1.1 MI SW FROM PERU.
 LF0667'1.1 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 67 FROM THE T.J.
 LF0667'MAJORS TRAINING SCHOOL AT PERU, IN THE NORTHWEST ANGLE OF THE
 LF0667'JUNCTION OF A DIRT ROAD LEADING NORTH, 400.0 FEET EAST OF THE
 LF0667'CENTER OF A PRIVATE DRIVE-WAY LEADING SOUTH TO A FARM HOUSE,
 LF0667'43.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 40.0 FEET WEST
 LF0667'OF THE CENTER OF THE DIRT ROAD LEADING NORTH, 17.5 FEET EAST
 LF0667'OF A POWER LINE POLE, 2.0 FEET EAST OF A REFERENCE POST, 1.0
 LF0667'FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE, SET IN A CONCRETE
 LF0667'POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING
 LF0667'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0137 ***********************************************************************
 LJ0137  DESIGNATION -  F 27
 LJ0137  PID         -  LJ0137
 LJ0137  STATE/COUNTY-  NE/FRONTIER
 LJ0137  USGS QUAD   -  CURTIS SW (1983)
 LJ0137
 LJ0137                         *CURRENT SURVEY CONTROL
 LJ0137  ___________________________________________________________________
 LJ0137* NAD 83(1986)-  40 33 27.     (N)    100 37 50.     (W)     SCALED    
 LJ0137* NAVD 88     -       870.095  (meters)    2854.64   (feet)  ADJUSTED  
 LJ0137  ___________________________________________________________________
 LJ0137  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 LJ0137  DYNAMIC HT  -         869.546 (meters)    2852.84  (feet)  COMP
 LJ0137  MODELED GRAV-     979,963.9   (mgal)                       NAVD 88
 LJ0137
 LJ0137  VERT ORDER  -  SECOND    CLASS 0
 LJ0137
 LJ0137.The horizontal coordinates were scaled from a topographic map and have
 LJ0137.an estimated accuracy of +/- 6 seconds.
 LJ0137
 LJ0137.The orthometric height was determined by differential leveling
 LJ0137.and adjusted by the National Geodetic Survey in June 1991..
 LJ0137
 LJ0137.The geoid height was determined by GEOID03.
 LJ0137
 LJ0137.The dynamic height is computed by dividing the NAVD 88
 LJ0137.geopotential number by the normal gravity value computed on the
 LJ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0137.degrees latitude (g = 980.6199 gals.).
 LJ0137
 LJ0137.The modeled gravity was interpolated from observed gravity values.
 LJ0137
 LJ0137;                    North         East    Units  Estimated Accuracy
 LJ0137;SPC NE       -    80,600.      446,610.      MT  (+/- 180 meters Scaled)
 LJ0137
 LJ0137                          SUPERSEDED SURVEY CONTROL
 LJ0137
 LJ0137  NGVD 29 (??/??/92)  869.754  (m)         2853.52   (f) ADJ UNCH    2 0
 LJ0137
 LJ0137.Superseded values are not recommended for survey control.
 LJ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0137.See file dsdata.txt to determine how the superseded data were derived.
 LJ0137
 LJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK619909(NAD 83)
 LJ0137_MARKER: DB = BENCH MARK DISK
 LJ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0137_STAMPING: F 27 1934
 LJ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0137+STABILITY: SURFACE MOTION
 LJ0137
 LJ0137  HISTORY     - Date     Condition        Report By
 LJ0137  HISTORY     - 1934     MONUMENTED       CGS
 LJ0137  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0137
 LJ0137                          STATION DESCRIPTION
 LJ0137
 LJ0137'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0137'6.9 MI S FROM MAYWOOD.
 LJ0137'6.9 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MAYWOOD, FRONTIER
 LJ0137'COUNTY, 45 YARDS NORTH OF A SMALL CONCRETE CULVERT UNDER A FILL,
 LJ0137'AND 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 LJ0137'DISK, STAMPED F 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0276 ***********************************************************************
 LH0276  DESIGNATION -  F 270
 LH0276  PID         -  LH0276
 LH0276  STATE/COUNTY-  NE/ADAMS
 LH0276  USGS QUAD   -  AYR (1969)
 LH0276
 LH0276                         *CURRENT SURVEY CONTROL
 LH0276  ___________________________________________________________________
 LH0276* NAD 83(1986)-  40 23 40.     (N)    098 26 48.     (W)     SCALED    
 LH0276* NAVD 88     -       583.153  (meters)    1913.23   (feet)  ADJUSTED  
 LH0276  ___________________________________________________________________
 LH0276  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 LH0276  DYNAMIC HT  -         582.818 (meters)    1912.13  (feet)  COMP
 LH0276  MODELED GRAV-     980,032.5   (mgal)                       NAVD 88
 LH0276
 LH0276  VERT ORDER  -  FIRST     CLASS II
 LH0276
 LH0276.The horizontal coordinates were scaled from a topographic map and have
 LH0276.an estimated accuracy of +/- 6 seconds.
 LH0276
 LH0276.The orthometric height was determined by differential leveling
 LH0276.and adjusted by the National Geodetic Survey in June 1991..
 LH0276
 LH0276.The geoid height was determined by GEOID03.
 LH0276
 LH0276.The dynamic height is computed by dividing the NAVD 88
 LH0276.geopotential number by the normal gravity value computed on the
 LH0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0276.degrees latitude (g = 980.6199 gals.).
 LH0276
 LH0276.The modeled gravity was interpolated from observed gravity values.
 LH0276
 LH0276;                    North         East    Units  Estimated Accuracy
 LH0276;SPC NE       -    63,490.      631,850.      MT  (+/- 180 meters Scaled)
 LH0276
 LH0276                          SUPERSEDED SURVEY CONTROL
 LH0276
 LH0276  NGVD 29 (??/??/92)  582.930  (m)         1912.50   (f) ADJ UNCH    1 2
 LH0276
 LH0276.Superseded values are not recommended for survey control.
 LH0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0276.See file dsdata.txt to determine how the superseded data were derived.
 LH0276
 LH0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK469716(NAD 83)
 LH0276_MARKER: DB = BENCH MARK DISK
 LH0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0276_STAMPING: F 270 1947
 LH0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0276+STABILITY: SURFACE MOTION
 LH0276
 LH0276  HISTORY     - Date     Condition        Report By
 LH0276  HISTORY     - 1947     MONUMENTED       CGS
 LH0276  HISTORY     - 1981     POOR             NGS
 LH0276
 LH0276                          STATION DESCRIPTION
 LH0276
 LH0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0276'4.2 MI N FROM BLUE HILL.
 LH0276'4.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0276'FROM THE STATION AT BLUE HILL, AT A ROAD CROSSING, 117.0 FEET
 LH0276'NORTH OF THE CENTER LINE OF THE ROAD, 87.4 FEET NORTH OF A
 LH0276'FENCE CORNER, 64.6 FEET NORTHEAST OF THE SIXTH POLE NORTH OF
 LH0276'MILEPOST 15, 35.3 FEET EAST OF THE EAST RAIL, 3.5 FEET NORTH OF
 LH0276'A REFERENCE POST, 2.0 FEET WEST OF A FENCE, SET IN THE TOP OF A
 LH0276'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE
 LH0276'GROUND.
 LH0276
 LH0276                          STATION RECOVERY (1981)
 LH0276
 LH0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0276'HAVING BEEN STRUCK BY A ROTARY MOWER. A CORNER OF THE MONUMENT HAS
 LH0276'BEEN BROKEN AWAY AND THE MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1407 ***********************************************************************
 NM1407  DESIGNATION -  F 271
 NM1407  PID         -  NM1407
 NM1407  STATE/COUNTY-  NE/KNOX
 NM1407  USGS QUAD   -  BON HOMME COLONY (1974)
 NM1407
 NM1407                         *CURRENT SURVEY CONTROL
 NM1407  ___________________________________________________________________
 NM1407* NAD 83(1986)-  42 45 23.     (N)    097 42 05.     (W)     SCALED    
 NM1407* NAVD 88     -       519.064  (meters)    1702.96   (feet)  ADJUSTED  
 NM1407  ___________________________________________________________________
 NM1407  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 NM1407  DYNAMIC HT  -         518.887 (meters)    1702.38  (feet)  COMP
 NM1407  MODELED GRAV-     980,262.2   (mgal)                       NAVD 88
 NM1407
 NM1407  VERT ORDER  -  SECOND    CLASS 0
 NM1407
 NM1407.The horizontal coordinates were scaled from a topographic map and have
 NM1407.an estimated accuracy of +/- 6 seconds.
 NM1407
 NM1407.The orthometric height was determined by differential leveling
 NM1407.and adjusted by the National Geodetic Survey in June 1991..
 NM1407
 NM1407.The geoid height was determined by GEOID03.
 NM1407
 NM1407.The dynamic height is computed by dividing the NAVD 88
 NM1407.geopotential number by the normal gravity value computed on the
 NM1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1407.degrees latitude (g = 980.6199 gals.).
 NM1407
 NM1407.The modeled gravity was interpolated from observed gravity values.
 NM1407
 NM1407;                    North         East    Units  Estimated Accuracy
 NM1407;SPC NE       -   327,060.      688,130.      MT  (+/- 180 meters Scaled)
 NM1407
 NM1407                          SUPERSEDED SURVEY CONTROL
 NM1407
 NM1407  NGVD 29 (??/??/92)  518.834  (m)         1702.21   (f) ADJ UNCH    2 0
 NM1407
 NM1407.Superseded values are not recommended for survey control.
 NM1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1407.See file dsdata.txt to determine how the superseded data were derived.
 NM1407
 NM1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN062345(NAD 83)
 NM1407_MARKER: DB = BENCH MARK DISK
 NM1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1407_STAMPING: F 271 1949
 NM1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1407+STABILITY: SURFACE MOTION
 NM1407
 NM1407  HISTORY     - Date     Condition        Report By
 NM1407  HISTORY     - 1949     MONUMENTED       CGS
 NM1407  HISTORY     - 1974     POOR             USGS
 NM1407
 NM1407                          STATION DESCRIPTION
 NM1407
 NM1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1407'12.3 MI NW FROM CROFTON.
 NM1407'1.0 MILE WEST ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH STATE
 NM1407'HIGHWAY 12 AT CROFTON, THENCE 7.0 MILES WEST ALONG STATE HIGHWAY
 NM1407'12, THENCE 2.0 MILES NORTH ALONG A DIRT ROAD, THENCE 1.1 MILES
 NM1407'WEST ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH AND 1.0 MILE WEST
 NM1407'ALONG A DIRT ROAD, AT A ROAD INTERSECTION, 1.0 MILE EAST OF BENCH
 NM1407'MARK G 271, 120 FEET EAST OF THE NORTHEAST CORNER OF THE ADDISON
 NM1407'SCHOOL, DISTRICT NO. 38, 64 FEET SOUTH OF THE CENTER LINE OF THE
 NM1407'EAST-WEST ROAD, 29.0 FEET SOUTH OF A FENCE CORNER, 2.2 FEET WEST
 NM1407'OF A FENCE, 1.2 FEET SOUTH OF A REFERENCE POST, AND SET IN THE
 NM1407'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM1407
 NM1407                          STATION RECOVERY (1974)
 NM1407
 NM1407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1407'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0111 ***********************************************************************
 NN0111  DESIGNATION -  F 272
 NN0111  PID         -  NN0111
 NN0111  STATE/COUNTY-  NE/KNOX
 NN0111  USGS QUAD   -  NIOBRARA (1950)
 NN0111
 NN0111                         *CURRENT SURVEY CONTROL
 NN0111  ___________________________________________________________________
 NN0111* NAD 83(1986)-  42 45 11.     (N)    098 00 29.     (W)     SCALED    
 NN0111* NAVD 88     -       371.680  (meters)    1219.42   (feet)  ADJUSTED  
 NN0111  ___________________________________________________________________
 NN0111  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 NN0111  DYNAMIC HT  -         371.559 (meters)    1219.02  (feet)  COMP
 NN0111  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 NN0111
 NN0111  VERT ORDER  -  SECOND    CLASS 0
 NN0111
 NN0111.The horizontal coordinates were scaled from a topographic map and have
 NN0111.an estimated accuracy of +/- 6 seconds.
 NN0111
 NN0111.The orthometric height was determined by differential leveling
 NN0111.and adjusted by the National Geodetic Survey in June 1991..
 NN0111
 NN0111.The geoid height was determined by GEOID03.
 NN0111
 NN0111.The dynamic height is computed by dividing the NAVD 88
 NN0111.geopotential number by the normal gravity value computed on the
 NN0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0111.degrees latitude (g = 980.6199 gals.).
 NN0111
 NN0111.The modeled gravity was interpolated from observed gravity values.
 NN0111
 NN0111;                    North         East    Units  Estimated Accuracy
 NN0111;SPC NE       -   326,070.      663,040.      MT  (+/- 180 meters Scaled)
 NN0111
 NN0111                          SUPERSEDED SURVEY CONTROL
 NN0111
 NN0111  NGVD 29 (??/??/92)  371.470  (m)         1218.73   (f) ADJ UNCH    2 0
 NN0111
 NN0111.Superseded values are not recommended for survey control.
 NN0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0111.See file dsdata.txt to determine how the superseded data were derived.
 NN0111
 NN0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN811338(NAD 83)
 NN0111_MARKER: DB = BENCH MARK DISK
 NN0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0111_STAMPING: F 272 1949
 NN0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0111+STABILITY: SURFACE MOTION
 NN0111
 NN0111  HISTORY     - Date     Condition        Report By
 NN0111  HISTORY     - 1949     MONUMENTED       CGS
 NN0111  HISTORY     - 1974     MARK NOT FOUND   USGS
 NN0111
 NN0111                          STATION DESCRIPTION
 NN0111
 NN0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0111'1.5 MI E FROM NIOBRARA.
 NN0111'1.5 MILES EAST ALONG STATE HIGHWAY 12 FROM THE CHICAGO AND NORTH
 NN0111'WESTERN RAILWAY STATION AT NIOBRARA, 42 FEET NORTH OF THE CENTER
 NN0111'LINE OF THE HIGHWAY, 2.7 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT
 NN0111'SOUTH OF A FENCE LINE, 1.0 FOOT WEST OF A REFERENCE POST, AND
 NN0111'SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 NN0111'THE GROUND.
 NN0111
 NN0111                          STATION RECOVERY (1974)
 NN0111
 NN0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NN0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0087 ***********************************************************************
 NN0087  CBN         -  This is a Cooperative Base Network Control Station.
 NN0087  DESIGNATION -  F 273
 NN0087  PID         -  NN0087
 NN0087  STATE/COUNTY-  NE/BOYD
 NN0087  USGS QUAD   -  MARTY (1974)
 NN0087
 NN0087                         *CURRENT SURVEY CONTROL
 NN0087  ___________________________________________________________________
 NN0087* NAD 83(1995)-  42 54 53.98079(N)    098 28 49.41249(W)     ADJUSTED  
 NN0087* NAVD 88     -       518.340  (meters)    1700.59   (feet)  ADJUSTED  
 NN0087  ___________________________________________________________________
 NN0087  X           -    -689,979.553 (meters)                     COMP
 NN0087  Y           -  -4,627,593.532 (meters)                     COMP
 NN0087  Z           -   4,320,925.769 (meters)                     COMP
 NN0087  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 NN0087  ELLIP HEIGHT-         492.36  (meters)          (07/10/01) GPS OBS
 NN0087  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 NN0087  DYNAMIC HT  -         518.161 (meters)    1700.00  (feet)  COMP
 NN0087  MODELED GRAV-     980,258.9   (mgal)                       NAVD 88
 NN0087
 NN0087  HORZ ORDER  -  B
 NN0087  VERT ORDER  -  SECOND    CLASS 0
 NN0087  ELLP ORDER  -  FOURTH    CLASS I
 NN0087
 NN0087.The horizontal coordinates were established by GPS observations
 NN0087.and adjusted by the National Geodetic Survey in June 1996..
 NN0087
 NN0087.The orthometric height was determined by differential leveling
 NN0087.and adjusted by the National Geodetic Survey in June 1991..
 NN0087
 NN0087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0087
 NN0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0087
 NN0087.The ellipsoidal height was determined by GPS observations
 NN0087.and is referenced to NAD 83.
 NN0087
 NN0087.The geoid height was determined by GEOID03.
 NN0087
 NN0087.The dynamic height is computed by dividing the NAVD 88
 NN0087.geopotential number by the normal gravity value computed on the
 NN0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0087.degrees latitude (g = 980.6199 gals.).
 NN0087
 NN0087.The modeled gravity was interpolated from observed gravity values.
 NN0087
 NN0087;                    North         East     Units Scale Factor Converg.
 NN0087;SPC NE       -   343,268.380   624,069.865   MT  0.99996211   +1 00 25.3
 NN0087;UTM  14      - 4,751,506.116   542,410.743   MT  0.99962213   +0 21 13.7
 NN0087
 NN0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0087!SPC NE       -   0.99992279  x   0.99996211  =   0.99988490
 NN0087!UTM  14      -   0.99992279  x   0.99962213  =   0.99954495
 NN0087
 NN0087                          SUPERSEDED SURVEY CONTROL
 NN0087
 NN0087  ELLIP H (06/25/96)  492.42   (m)                       GP(       ) 1 1
 NN0087  NAVD 88 (06/25/96)  518.34   (m)         1700.6    (f) LEVELING    3  
 NN0087  NGVD 29 (??/??/92)  518.066  (m)         1699.69   (f) ADJ UNCH    2 0
 NN0087
 NN0087.Superseded values are not recommended for survey control.
 NN0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0087.See file dsdata.txt to determine how the superseded data were derived.
 NN0087
 NN0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4241151506(NAD 83)
 NN0087_MARKER: DB = BENCH MARK DISK
 NN0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0087_STAMPING: F 273 1949
 NN0087_MARK LOGO: CGS   
 NN0087_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NN0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0087+STABILITY: SURFACE MOTION
 NN0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0087+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 NN0087
 NN0087  HISTORY     - Date     Condition        Report By
 NN0087  HISTORY     - 1949     MONUMENTED       CGS
 NN0087  HISTORY     - 19950614 GOOD             NGS
 NN0087  HISTORY     - 20000613 GOOD             NEDR
 NN0087
 NN0087                          STATION DESCRIPTION
 NN0087
 NN0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0087'6.3 MI N FROM LYNCH.
 NN0087'6.3 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT LYNCH,
 NN0087'AT A T-JUNCTION OF DIRT ROADS, 0.1 MILE WEST OF A FARMHOUSE ON
 NN0087'THE NORTH SIDE OF THE ROAD, 86.0 FEET WEST OF THE CENTER LINE OF
 NN0087'THE ROAD LEADING NORTH, 41.0 FEET NORTH OF THE CENTER LINE OF THE
 NN0087'EAST-WEST ROAD, 6.2 FEET NORTHWEST OF A TELEPHONE POLE, ON THE TOP
 NN0087'OF A SMALL KNOLL, 1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 NN0087'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NN0087
 NN0087                          STATION RECOVERY (1995)
 NN0087
 NN0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0087'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHWEST OF BRISTOW, 6.25
 NN0087'MI (10.06 KM) NORTH OF LYNCH, 1.75 MI (2.82 KM) SOUTHWEST OF THE
 NN0087'MISSOURI RIVER, ON THE NORTH RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD,
 NN0087'AT A T-INTERSECTION AND IN THE SW1/4, SEC15, T34N, R10W.  TO REACH THE
 NN0087'MARK FROM THE POST OFFICE AT FOURTH AND HOFFMAN STREETS IN LYNCH, GO
 NN0087'NORTH ON FOURTH STREET AND A PAVED ROAD FOR 1.85 MI (2.98 KM) TO THE
 NN0087'END OF PAVEMENT.  CONTINUE NORTH ON A GRAVELED ROAD FOR 3.4 MI (5.5
 NN0087'KM) TO A CURVE LEFT.  CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR 0.9
 NN0087'MI (1.4 KM) TO A CURVE LEFT.  CONTINUE WEST ON THE ROAD FOR 0.1 MI
 NN0087'(0.2 KM) TO A SIDE ROAD ON THE RIGHT AND THE MARK IN THE NORTHWEST
 NN0087'ANGLE, ATOP A SMALL RISE.  THE DISK IS SET INTO THE TOP OF A ROUND
 NN0087'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 97.5
 NN0087'FT (29.7 M) WEST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 38.5 FT
 NN0087'(11.7 M) NORTH OF THE EAST-WEST ROAD, 14.8 FT (4.5 M) WEST-NORTHWEST
 NN0087'OF AN OLD UTILITY POLE, 2.2 FT (0.7 M) NORTH OF A FIBERGLASS WITNESS
 NN0087'POST, 1.4 FT (0.4 M) SOUTHEAST OF A WOODEN WITNESS POST AND ABOUT 4 FT
 NN0087'(1.2 M) HIGHER THAN THE ROAD.  REBAR WAS DRIVEN ALONG THE EAST SIDE OF
 NN0087'THE MARK.
 NN0087
 NN0087                          STATION RECOVERY (2000)
 NN0087
 NN0087'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 NN0087'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0691 ***********************************************************************
 NM0691  DESIGNATION -  F 274
 NM0691  PID         -  NM0691
 NM0691  STATE/COUNTY-  NE/DIXON
 NM0691  USGS QUAD   -  CONCORD (1967)
 NM0691
 NM0691                         *CURRENT SURVEY CONTROL
 NM0691  ___________________________________________________________________
 NM0691* NAD 83(1986)-  42 26 15.     (N)    096 59 53.     (W)     SCALED    
 NM0691* NAVD 88     -       442.683  (meters)    1452.37   (feet)  ADJUSTED  
 NM0691  ___________________________________________________________________
 NM0691  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 NM0691  DYNAMIC HT  -         442.538 (meters)    1451.89  (feet)  COMP
 NM0691  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 NM0691
 NM0691  VERT ORDER  -  SECOND    CLASS 0
 NM0691
 NM0691.The horizontal coordinates were scaled from a topographic map and have
 NM0691.an estimated accuracy of +/- 6 seconds.
 NM0691
 NM0691.The orthometric height was determined by differential leveling
 NM0691.and adjusted by the National Geodetic Survey in June 1991..
 NM0691
 NM0691.The geoid height was determined by GEOID03.
 NM0691
 NM0691.The dynamic height is computed by dividing the NAVD 88
 NM0691.geopotential number by the normal gravity value computed on the
 NM0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0691.degrees latitude (g = 980.6199 gals.).
 NM0691
 NM0691.The modeled gravity was interpolated from observed gravity values.
 NM0691
 NM0691;                    North         East    Units  Estimated Accuracy
 NM0691;SPC NE       -   293,430.      746,900.      MT  (+/- 180 meters Scaled)
 NM0691
 NM0691                          SUPERSEDED SURVEY CONTROL
 NM0691
 NM0691  NGVD 29 (??/??/92)  442.496  (m)         1451.76   (f) ADJ UNCH    2 0
 NM0691
 NM0691.Superseded values are not recommended for survey control.
 NM0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0691.See file dsdata.txt to determine how the superseded data were derived.
 NM0691
 NM0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN646002(NAD 83)
 NM0691_MARKER: DB = BENCH MARK DISK
 NM0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0691_STAMPING: F 274 1949
 NM0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0691+STABILITY: SURFACE MOTION
 NM0691
 NM0691  HISTORY     - Date     Condition        Report By
 NM0691  HISTORY     - 1949     MONUMENTED       CGS
 NM0691
 NM0691                          STATION DESCRIPTION
 NM0691
 NM0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0691'1.8 MI N FROM DIXON.
 NM0691'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON
 NM0691'AND QUINCY RAILROAD STATION AT DIXON, THENCE 1.65 MILES NORTH
 NM0691'ALONG STATE HIGHWAY 116, 95 FEET SOUTH OF THE CENTER LINE OF
 NM0691'AN EAST-WEST ROAD, 28 FEET EAST OF THE HIGHWAY, 18.0 FEET NORTH
 NM0691'OF A 36-INCH COTTONWOOD TREE, 1.7 FEET EAST OF A FENCE, 2.4
 NM0691'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 NM0691'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0692 ***********************************************************************
 NM0692  DESIGNATION -  F 274 RESET
 NM0692  PID         -  NM0692
 NM0692  STATE/COUNTY-  NE/DIXON
 NM0692  USGS QUAD   -  CONCORD (1967)
 NM0692
 NM0692                         *CURRENT SURVEY CONTROL
 NM0692  ___________________________________________________________________
 NM0692* NAD 83(1986)-  42 26 16.     (N)    096 59 53.     (W)     SCALED    
 NM0692* NAVD 88     -       442.48   (meters)    1451.7    (feet)  RESET     
 NM0692  ___________________________________________________________________
 NM0692  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 NM0692
 NM0692  VERT ORDER  -  THIRD
 NM0692
 NM0692.The horizontal coordinates were scaled from a topographic map and have
 NM0692.an estimated accuracy of +/- 6 seconds.
 NM0692
 NM0692.The orthometric height was computed from unverified reset data.
 NM0692
 NM0692.The geoid height was determined by GEOID03.
 NM0692
 NM0692;                    North         East    Units  Estimated Accuracy
 NM0692;SPC NE       -   293,460.      746,900.      MT  (+/- 180 meters Scaled)
 NM0692
 NM0692                          SUPERSEDED SURVEY CONTROL
 NM0692
 NM0692  NGVD 29 (??/??/??)  442.30   (m)         1451.1    (f) RESET       3  
 NM0692
 NM0692.Superseded values are not recommended for survey control.
 NM0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0692.See file dsdata.txt to determine how the superseded data were derived.
 NM0692
 NM0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN646003(NAD 83)
 NM0692_MARKER: DB = BENCH MARK DISK
 NM0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0692_STAMPING: F 274 1949 RESET 1958
 NM0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0692+STABILITY: SURFACE MOTION
 NM0692
 NM0692  HISTORY     - Date     Condition        Report By
 NM0692  HISTORY     - 1958     MONUMENTED       NEDR
 NM0692
 NM0692                          STATION DESCRIPTION
 NM0692
 NM0692'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 NM0692'1.6 MI N FROM DIXON.
 NM0692'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON
 NM0692'AND QUINCY RAILROAD STATION AT DIXON, THENCE 1.65 MILES NORTH
 NM0692'ALONG STATE HIGHWAY 116, 70 FEET EAST OF THE CENTERLINE OF THE
 NM0692'HIGHWAY, 95 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD,
 NM0692'64 FEET SOUTH OF A CORNER FENCE POST, 1.0 FOOT WEST OF A FENCE,
 NM0692'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1062 ***********************************************************************
 NM1062  DESIGNATION -  F 275
 NM1062  PID         -  NM1062
 NM1062  STATE/COUNTY-  NE/CEDAR
 NM1062  USGS QUAD   -  MECKLING (1994)
 NM1062
 NM1062                         *CURRENT SURVEY CONTROL
 NM1062  ___________________________________________________________________
 NM1062* NAD 83(1986)-  42 45 25.     (N)    097 04 29.     (W)     SCALED    
 NM1062* NAVD 88     -       351.324  (meters)    1152.64   (feet)  ADJUSTED  
 NM1062  ___________________________________________________________________
 NM1062  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 NM1062  DYNAMIC HT  -         351.217 (meters)    1152.28  (feet)  COMP
 NM1062  MODELED GRAV-     980,306.0   (mgal)                       NAVD 88
 NM1062
 NM1062  VERT ORDER  -  SECOND    CLASS 0
 NM1062
 NM1062.The horizontal coordinates were scaled from a topographic map and have
 NM1062.an estimated accuracy of +/- 6 seconds.
 NM1062
 NM1062.The orthometric height was determined by differential leveling
 NM1062.and adjusted by the National Geodetic Survey in June 1991..
 NM1062
 NM1062.The geoid height was determined by GEOID03.
 NM1062
 NM1062.The dynamic height is computed by dividing the NAVD 88
 NM1062.geopotential number by the normal gravity value computed on the
 NM1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1062.degrees latitude (g = 980.6199 gals.).
 NM1062
 NM1062.The modeled gravity was interpolated from observed gravity values.
 NM1062
 NM1062;                    North         East    Units  Estimated Accuracy
 NM1062;SPC NE       -   328,670.      739,400.      MT  (+/- 180 meters Scaled)
 NM1062
 NM1062                          SUPERSEDED SURVEY CONTROL
 NM1062
 NM1062  NGVD 29 (??/??/92)  351.117  (m)         1151.96   (f) ADJ UNCH    2 0
 NM1062
 NM1062.Superseded values are not recommended for survey control.
 NM1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1062.See file dsdata.txt to determine how the superseded data were derived.
 NM1062
 NM1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN575356(NAD 83)
 NM1062_MARKER: DB = BENCH MARK DISK
 NM1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1062_STAMPING: F 275 1949
 NM1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1062+STABILITY: SURFACE MOTION
 NM1062
 NM1062  HISTORY     - Date     Condition        Report By
 NM1062  HISTORY     - 1949     MONUMENTED       CGS
 NM1062
 NM1062                          STATION DESCRIPTION
 NM1062
 NM1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1062'7 MI E FROM WYNOT.
 NM1062'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1062'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1062'MILE NORTHEAST ALONG A GRAVELED ROAD THENCE 0.75 MILE EAST ALONG
 NM1062'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1062'ROAD, THENCE 4.4 MILES EAST ALONG A GRADED DIRT ROAD, 64 FEET
 NM1062'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 65.0 FEET
 NM1062'NORTH OF THE NORTHEAST CORNER OF A BRIDGE, 35 FEET WEST OF THE
 NM1062'CENTER LINE OF A T ROAD LEADING SOUTH, 22 FEET WEST OF THE CENTER
 NM1062'LINE OF A FIELD ROAD LEADING NORTH, 1.7 FEET SOUTH OF A WITNESS
 NM1062'POST, SET IN THE TOP OF A 5.5 FOOT CONCRETE POST WHICH PROJECTS
 NM1062'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0133 ***********************************************************************
 LG0133  DESIGNATION -  F 277
 LG0133  PID         -  LG0133
 LG0133  STATE/COUNTY-  NE/CASS
 LG0133  USGS QUAD   -  WEEPING WATER (1966)
 LG0133
 LG0133                         *CURRENT SURVEY CONTROL
 LG0133  ___________________________________________________________________
 LG0133* NAD 83(1986)-  40 52 22.     (N)    096 08 23.     (W)     SCALED    
 LG0133* NAVD 88     -       364.210  (meters)    1194.91   (feet)  ADJUSTED  
 LG0133  ___________________________________________________________________
 LG0133  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 LG0133  DYNAMIC HT  -         364.056 (meters)    1194.41  (feet)  COMP
 LG0133  MODELED GRAV-     980,190.8   (mgal)                       NAVD 88
 LG0133
 LG0133  VERT ORDER  -  SECOND    CLASS 0
 LG0133
 LG0133.The horizontal coordinates were scaled from a topographic map and have
 LG0133.an estimated accuracy of +/- 6 seconds.
 LG0133
 LG0133.The orthometric height was determined by differential leveling
 LG0133.and adjusted by the National Geodetic Survey in June 1991..
 LG0133
 LG0133.The geoid height was determined by GEOID03.
 LG0133
 LG0133.The dynamic height is computed by dividing the NAVD 88
 LG0133.geopotential number by the normal gravity value computed on the
 LG0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0133.degrees latitude (g = 980.6199 gals.).
 LG0133
 LG0133.The modeled gravity was interpolated from observed gravity values.
 LG0133
 LG0133;                    North         East    Units  Estimated Accuracy
 LG0133;SPC NE       -   122,670.      825,210.      MT  (+/- 180 meters Scaled)
 LG0133
 LG0133                          SUPERSEDED SURVEY CONTROL
 LG0133
 LG0133  NGVD 29 (??/??/92)  364.119  (m)         1194.61   (f) ADJ UNCH    2 0
 LG0133
 LG0133.Superseded values are not recommended for survey control.
 LG0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0133.See file dsdata.txt to determine how the superseded data were derived.
 LG0133
 LG0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL410285(NAD 83)
 LG0133_MARKER: DB = BENCH MARK DISK
 LG0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0133_STAMPING: F 277 1950
 LG0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0133+STABILITY: SURFACE MOTION
 LG0133
 LG0133  HISTORY     - Date     Condition        Report By
 LG0133  HISTORY     - 1950     MONUMENTED       CGS
 LG0133  HISTORY     - 1964     GOOD             USGS
 LG0133
 LG0133                          STATION DESCRIPTION
 LG0133
 LG0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0133'AT WEEPING WATER.
 LG0133'AT WEEPING WATER, 0.6 MILE NORTH OF THE HIGH SCHOOL, 99 FEET
 LG0133'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 50, 32 FEET SOUTH
 LG0133'OF THE CENTER LINE OF A GRAVELED ROAD LEADING EAST, 27 FEET
 LG0133'NORTHEAST OF THE CENTER LINE OF A ROAD LEADING INTO A CEMETERY,
 LG0133'1 FOOT NORTH OF A FENCE, 1.7 FEET EAST OF A WITNESS POST, SET IN
 LG0133'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 LG0133'GROUND.
 LG0133
 LG0133                          STATION RECOVERY (1964)
 LG0133
 LG0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0508 ***********************************************************************
 NM0508  DESIGNATION -  F 278
 NM0508  PID         -  NM0508
 NM0508  STATE/COUNTY-  NE/THURSTON
 NM0508  USGS QUAD   -  MACY (1966)
 NM0508
 NM0508                         *CURRENT SURVEY CONTROL
 NM0508  ___________________________________________________________________
 NM0508* NAD 83(1986)-  42 07 07.     (N)    096 18 59.     (W)     SCALED    
 NM0508* NAVD 88     -       324.320  (meters)    1064.04   (feet)  ADJUSTED  
 NM0508  ___________________________________________________________________
 NM0508  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 NM0508  DYNAMIC HT  -         324.207 (meters)    1063.67  (feet)  COMP
 NM0508  MODELED GRAV-     980,266.3   (mgal)                       NAVD 88
 NM0508
 NM0508  VERT ORDER  -  SECOND    CLASS 0
 NM0508
 NM0508.The horizontal coordinates were scaled from a topographic map and have
 NM0508.an estimated accuracy of +/- 6 seconds.
 NM0508
 NM0508.The orthometric height was determined by differential leveling
 NM0508.and adjusted by the National Geodetic Survey in June 1991..
 NM0508
 NM0508.The geoid height was determined by GEOID03.
 NM0508
 NM0508.The dynamic height is computed by dividing the NAVD 88
 NM0508.geopotential number by the normal gravity value computed on the
 NM0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0508.degrees latitude (g = 980.6199 gals.).
 NM0508
 NM0508.The modeled gravity was interpolated from observed gravity values.
 NM0508
 NM0508;                    North         East    Units  Estimated Accuracy
 NM0508;SPC NE       -   260,220.      804,440.      MT  (+/- 180 meters Scaled)
 NM0508
 NM0508                          SUPERSEDED SURVEY CONTROL
 NM0508
 NM0508  NGVD 29 (??/??/92)  324.172  (m)         1063.55   (f) ADJ UNCH    2 0
 NM0508
 NM0508.Superseded values are not recommended for survey control.
 NM0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0508.See file dsdata.txt to determine how the superseded data were derived.
 NM0508
 NM0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM218664(NAD 83)
 NM0508_MARKER: DB = BENCH MARK DISK
 NM0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0508_STAMPING: F 278 1949
 NM0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0508+STABILITY: SURFACE MOTION
 NM0508
 NM0508  HISTORY     - Date     Condition        Report By
 NM0508  HISTORY     - 1949     MONUMENTED       CGS
 NM0508
 NM0508                          STATION DESCRIPTION
 NM0508
 NM0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0508'2.4 MI NE FROM MACY.
 NM0508'0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL
 NM0508'AT MACY, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE
 NM0508'0.85 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 NM0508'EAST ALONG A GRADED DIRT ROAD, 59 FEET EAST OF THE EXTENDED
 NM0508'CENTER LINE OF A T ROAD LEADING SOUTH, 31 FEET NORTH OF THE
 NM0508'CENTER LINE OF AN EAST AND WEST ROAD, 19.0 FEET WEST OF A 16
 NM0508'INCH TRIANGULAR BLAZED BOXELDER TREE, 12.0 FEET EAST OF A 10
 NM0508'INCH TRIANGULAR BLAZED BOXELDER TREE, 5.0 FEET NORTH OF A FENCE,
 NM0508'4.0 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A 5.5 FOOT
 NM0508'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0077 ***********************************************************************
 LH0077  DESIGNATION -  F 279
 LH0077  PID         -  LH0077
 LH0077  STATE/COUNTY-  NE/HALL
 LH0077  USGS QUAD   -  ABBOTT (1993)
 LH0077
 LH0077                         *CURRENT SURVEY CONTROL
 LH0077  ___________________________________________________________________
 LH0077* NAD 83(1986)-  40 52 37.     (N)    098 26 58.     (W)     SCALED    
 LH0077* NAVD 88     -       581.140  (meters)    1906.62   (feet)  ADJUSTED  
 LH0077  ___________________________________________________________________
 LH0077  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 LH0077  DYNAMIC HT  -         580.832 (meters)    1905.61  (feet)  COMP
 LH0077  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 LH0077
 LH0077  VERT ORDER  -  FIRST     CLASS II
 LH0077
 LH0077.The horizontal coordinates were scaled from a topographic map and have
 LH0077.an estimated accuracy of +/- 6 seconds.
 LH0077
 LH0077.The orthometric height was determined by differential leveling
 LH0077.and adjusted by the National Geodetic Survey in May 1993..
 LH0077
 LH0077.The geoid height was determined by GEOID03.
 LH0077
 LH0077.The dynamic height is computed by dividing the NAVD 88
 LH0077.geopotential number by the normal gravity value computed on the
 LH0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0077.degrees latitude (g = 980.6199 gals.).
 LH0077
 LH0077.The modeled gravity was interpolated from observed gravity values.
 LH0077
 LH0077;                    North         East    Units  Estimated Accuracy
 LH0077;SPC NE       -   117,040.      630,660.      MT  (+/- 180 meters Scaled)
 LH0077
 LH0077                          SUPERSEDED SURVEY CONTROL
 LH0077
 LH0077  NAVD 88 (06/15/91)  581.137  (m)         1906.61   (f) UNKNOWN     1 2
 LH0077  NGVD 29 (02/14/92)  580.890  (m)         1905.80   (f) ADJUSTED    1 2
 LH0077
 LH0077.Superseded values are not recommended for survey control.
 LH0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0077.See file dsdata.txt to determine how the superseded data were derived.
 LH0077
 LH0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL463252(NAD 83)
 LH0077_MARKER: DB = BENCH MARK DISK
 LH0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0077_SP_SET: CONCRETE POST
 LH0077_STAMPING: F 279 1949
 LH0077_MARK LOGO: CGS   
 LH0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0077+STABILITY: SURFACE MOTION
 LH0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0077+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0077
 LH0077  HISTORY     - Date     Condition        Report By
 LH0077  HISTORY     - 1949     MONUMENTED       CGS
 LH0077  HISTORY     - 1990     GOOD             USPSQD
 LH0077  HISTORY     - 19910924 GOOD             NGS
 LH0077
 LH0077                          STATION DESCRIPTION
 LH0077
 LH0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0077'1.1 MI NE FROM ALDA.
 LH0077'1.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0077'STATION AT ALDA, 49.0 SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LH0077'SOUTHEAST SET OF TRACKS, 131.0 FEET NORTH OF THE NORTHEAST
 LH0077'LEG OF A WINDMILL, 72.0 FEET NORTHEAST OF THE CENTER OF A
 LH0077'GATE, 1.0 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET
 LH0077'SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT
 LH0077'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 LH0077
 LH0077                          STATION RECOVERY (1990)
 LH0077
 LH0077'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0077'RECOVERED IN GOOD CONDITION.
 LH0077
 LH0077                          STATION RECOVERY (1991)
 LH0077
 LH0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0077'7.1 KM (4.40 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0077'U.S. HIGHWAY 281 IN GRAND ISLAND, 58.3 M (191.3 FT) SOUTHEAST OF THE
 LH0077'HIGHWAY CENTERLINE, 23.0 M (75.5 FT) NORTHEAST OF THE CENTER OF A
 LH0077'FIELD ENTRANCE, 14.8 M (48.6 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LH0077'UNION PACIFIC RAILROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK,
 LH0077'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE
 LH0077'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0148 ***********************************************************************
 LJ0148  DESIGNATION -  F 28
 LJ0148  PID         -  LJ0148
 LJ0148  STATE/COUNTY-  NE/LINCOLN
 LJ0148  USGS QUAD   -  WELLFLEET (1956)
 LJ0148
 LJ0148                         *CURRENT SURVEY CONTROL
 LJ0148  ___________________________________________________________________
 LJ0148* NAD 83(1986)-  40 48 03.     (N)    100 39 33.     (W)     SCALED    
 LJ0148* NAVD 88     -       898.855  (meters)    2948.99   (feet)  ADJUSTED  
 LJ0148  ___________________________________________________________________
 LJ0148  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 LJ0148  DYNAMIC HT  -         898.297 (meters)    2947.16  (feet)  COMP
 LJ0148  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 LJ0148
 LJ0148  VERT ORDER  -  SECOND    CLASS 0
 LJ0148
 LJ0148.The horizontal coordinates were scaled from a topographic map and have
 LJ0148.an estimated accuracy of +/- 6 seconds.
 LJ0148
 LJ0148.The orthometric height was determined by differential leveling
 LJ0148.and adjusted by the National Geodetic Survey in June 1994..
 LJ0148
 LJ0148.The geoid height was determined by GEOID03.
 LJ0148
 LJ0148.The dynamic height is computed by dividing the NAVD 88
 LJ0148.geopotential number by the normal gravity value computed on the
 LJ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0148.degrees latitude (g = 980.6199 gals.).
 LJ0148
 LJ0148.The modeled gravity was interpolated from observed gravity values.
 LJ0148
 LJ0148;                    North         East    Units  Estimated Accuracy
 LJ0148;SPC NE       -   107,630.      444,390.      MT  (+/- 180 meters Scaled)
 LJ0148
 LJ0148                          SUPERSEDED SURVEY CONTROL
 LJ0148
 LJ0148  NAVD 88 (06/15/91)  898.854  (m)         2948.99   (f) UNKNOWN     2 0
 LJ0148  NGVD 29 (??/??/92)  898.492  (m)         2947.80   (f) ADJ UNCH    2 0
 LJ0148
 LJ0148.Superseded values are not recommended for survey control.
 LJ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0148.See file dsdata.txt to determine how the superseded data were derived.
 LJ0148
 LJ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL600179(NAD 83)
 LJ0148_MARKER: DB = BENCH MARK DISK
 LJ0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0148_STAMPING: F 28 1934
 LJ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0148+STABILITY: SURFACE MOTION
 LJ0148
 LJ0148  HISTORY     - Date     Condition        Report By
 LJ0148  HISTORY     - 1934     MONUMENTED       CGS
 LJ0148  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0148  HISTORY     - 19950619 MARK NOT FOUND   NGS
 LJ0148
 LJ0148                          STATION DESCRIPTION
 LJ0148
 LJ0148'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0148'12 MI N FROM MAYWOOD.
 LJ0148'IN LINCOLN COUNTY, 12.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM
 LJ0148'MAYWOOD, FRONTIER COUNTY, NEAR THE MIDDLE OF A CURVE, AT A
 LJ0148'ROAD INTERSECTION, 110 FEET NORTHEAST OF THE CENTERLINE OF THE
 LJ0148'HIGHWAY, 52 FEET WEST OF THE CENTERLINE OF THE ROAD FROM THE
 LJ0148'NORTH, AND 23 FEET SOUTH OF THE CENTERLINE OF THE ROAD FROM THE
 LJ0148'EAST.  A STANDARD DISK, STAMPED F 28 1934 AND SET IN THE TOP OF A
 LJ0148'CONCRETE POST.
 LJ0148
 LJ0148                          STATION RECOVERY (1995)
 LJ0148
 LJ0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0148'SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0827 ***********************************************************************
 MJ0827  DESIGNATION -  F 280
 MJ0827  PID         -  MJ0827
 MJ0827  STATE/COUNTY-  NE/SARPY
 MJ0827  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0827
 MJ0827                         *CURRENT SURVEY CONTROL
 MJ0827  ___________________________________________________________________
 MJ0827* NAD 83(1986)-  41 04 10.     (N)    095 55 40.     (W)     SCALED    
 MJ0827* NAVD 88     -       305.572  (meters)    1002.53   (feet)  ADJUSTED  
 MJ0827  ___________________________________________________________________
 MJ0827  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 MJ0827  DYNAMIC HT  -         305.448 (meters)    1002.12  (feet)  COMP
 MJ0827  MODELED GRAV-     980,211.9   (mgal)                       NAVD 88
 MJ0827
 MJ0827  VERT ORDER  -  SECOND    CLASS 0
 MJ0827
 MJ0827.The horizontal coordinates were scaled from a topographic map and have
 MJ0827.an estimated accuracy of +/- 6 seconds.
 MJ0827
 MJ0827.The orthometric height was determined by differential leveling
 MJ0827.and adjusted by the National Geodetic Survey in June 1991..
 MJ0827
 MJ0827.The geoid height was determined by GEOID03.
 MJ0827
 MJ0827.The dynamic height is computed by dividing the NAVD 88
 MJ0827.geopotential number by the normal gravity value computed on the
 MJ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0827.degrees latitude (g = 980.6199 gals.).
 MJ0827
 MJ0827.The modeled gravity was interpolated from observed gravity values.
 MJ0827
 MJ0827;                    North         East    Units  Estimated Accuracy
 MJ0827;SPC NE       -   145,300.      842,020.      MT  (+/- 180 meters Scaled)
 MJ0827
 MJ0827                          SUPERSEDED SURVEY CONTROL
 MJ0827
 MJ0827  NGVD 29 (??/??/92)  305.481  (m)         1002.23   (f) ADJ UNCH    2 0
 MJ0827
 MJ0827.Superseded values are not recommended for survey control.
 MJ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0827.See file dsdata.txt to determine how the superseded data were derived.
 MJ0827
 MJ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF540505(NAD 83)
 MJ0827_MARKER: DB = BENCH MARK DISK
 MJ0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0827_SP_SET: OVERPASS
 MJ0827_STAMPING: F 280 1950
 MJ0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0827
 MJ0827  HISTORY     - Date     Condition        Report By
 MJ0827  HISTORY     - 1950     MONUMENTED       CGS
 MJ0827  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 MJ0827
 MJ0827                          STATION DESCRIPTION
 MJ0827
 MJ0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0827'AT LA PLATTE.
 MJ0827'AT LA PLATTE, 0.25 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE POST
 MJ0827'OFFICE, 16 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAYS 75 AND
 MJ0827'73, SET IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF AN
 MJ0827'OVERPASS, 3 FEET WEST OF THE NORTH END OF THE WEST GUARD RAIL,
 MJ0827'6 FEET EAST OF THE WEST END OF THE ABUTMENT, 0.5 FOOT ABOVE
 MJ0827'THE LEVEL OF THE HIGHWAY.
 MJ0827
 MJ0827                          STATION RECOVERY (1975)
 MJ0827
 MJ0827'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 MJ0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0330 ***********************************************************************
 ML0330  DESIGNATION -  F 281
 ML0330  PID         -  ML0330
 ML0330  STATE/COUNTY-  NE/HOWARD
 ML0330  USGS QUAD   -  BOELUS (1978)
 ML0330
 ML0330                         *CURRENT SURVEY CONTROL
 ML0330  ___________________________________________________________________
 ML0330* NAD 83(1986)-  41 04 34.     (N)    098 44 55.     (W)     SCALED    
 ML0330* NAVD 88     -       591.620  (meters)    1941.01   (feet)  ADJUSTED  
 ML0330  ___________________________________________________________________
 ML0330  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 ML0330  DYNAMIC HT  -         591.316 (meters)    1940.01  (feet)  COMP
 ML0330  MODELED GRAV-     980,090.6   (mgal)                       NAVD 88
 ML0330
 ML0330  VERT ORDER  -  FIRST     CLASS II
 ML0330
 ML0330.The horizontal coordinates were scaled from a topographic map and have
 ML0330.an estimated accuracy of +/- 6 seconds.
 ML0330
 ML0330.The orthometric height was determined by differential leveling
 ML0330.and adjusted by the National Geodetic Survey in June 1991..
 ML0330
 ML0330.The geoid height was determined by GEOID03.
 ML0330
 ML0330.The dynamic height is computed by dividing the NAVD 88
 ML0330.geopotential number by the normal gravity value computed on the
 ML0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0330.degrees latitude (g = 980.6199 gals.).
 ML0330
 ML0330.The modeled gravity was interpolated from observed gravity values.
 ML0330
 ML0330;                    North         East    Units  Estimated Accuracy
 ML0330;SPC NE       -   138,740.      605,130.      MT  (+/- 180 meters Scaled)
 ML0330
 ML0330                          SUPERSEDED SURVEY CONTROL
 ML0330
 ML0330  NGVD 29 (??/??/92)  591.383  (m)         1940.23   (f) ADJ UNCH    1 2
 ML0330
 ML0330.Superseded values are not recommended for survey control.
 ML0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0330.See file dsdata.txt to determine how the superseded data were derived.
 ML0330
 ML0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL211472(NAD 83)
 ML0330_MARKER: DB = BENCH MARK DISK
 ML0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0330_STAMPING: F 281 1949
 ML0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0330+STABILITY: SURFACE MOTION
 ML0330
 ML0330  HISTORY     - Date     Condition        Report By
 ML0330  HISTORY     - 1949     MONUMENTED       CGS
 ML0330
 ML0330                          STATION DESCRIPTION
 ML0330
 ML0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0330'1.7 MI W FROM BOELUS.
 ML0330'1.7 MILES WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0330'RAILROAD STATION AT BOELUS, AT A T-JUNCTION OF ROADS, AT THE
 ML0330'SOUTHWEST CORNER OF SECTION 19, T. 13 N., R. 12 W., ALONG THE
 ML0330'SOUTH EDGE OF A ROW OF TREES, 80 FEET NORTH OF THE CENTER LINE OF
 ML0330'THE HIGHWAY, 85 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 ML0330'NORTH, 59 FEET NORTHEAST OF THE CENTER LINE OF THE NORTH END OF A
 ML0330'PIPE CULVERT, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0330'5 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND, 1.5 FEET WEST OF
 ML0330'A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0269 ***********************************************************************
 ML0269  DESIGNATION -  F 282
 ML0269  PID         -  ML0269
 ML0269  STATE/COUNTY-  NE/HOWARD
 ML0269  USGS QUAD   -  ST PAUL (1974)
 ML0269
 ML0269                         *CURRENT SURVEY CONTROL
 ML0269  ___________________________________________________________________
 ML0269* NAD 83(1986)-  41 12 23.     (N)    098 28 49.     (W)     SCALED    
 ML0269* NAVD 88     -       557.266  (meters)    1828.30   (feet)  ADJUSTED  
 ML0269  ___________________________________________________________________
 ML0269  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 ML0269  DYNAMIC HT  -         556.986 (meters)    1827.38  (feet)  COMP
 ML0269  MODELED GRAV-     980,101.8   (mgal)                       NAVD 88
 ML0269
 ML0269  VERT ORDER  -  SECOND    CLASS 0
 ML0269
 ML0269.The horizontal coordinates were scaled from a topographic map and have
 ML0269.an estimated accuracy of +/- 6 seconds.
 ML0269
 ML0269.The orthometric height was determined by differential leveling
 ML0269.and adjusted by the National Geodetic Survey in June 1991..
 ML0269
 ML0269.The geoid height was determined by GEOID03.
 ML0269
 ML0269.The dynamic height is computed by dividing the NAVD 88
 ML0269.geopotential number by the normal gravity value computed on the
 ML0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0269.degrees latitude (g = 980.6199 gals.).
 ML0269
 ML0269.The modeled gravity was interpolated from observed gravity values.
 ML0269
 ML0269;                    North         East    Units  Estimated Accuracy
 ML0269;SPC NE       -   153,560.      627,410.      MT  (+/- 180 meters Scaled)
 ML0269
 ML0269                          SUPERSEDED SURVEY CONTROL
 ML0269
 ML0269  NGVD 29 (??/??/92)  557.021  (m)         1827.49   (f) ADJ UNCH    2 0
 ML0269
 ML0269.Superseded values are not recommended for survey control.
 ML0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0269.See file dsdata.txt to determine how the superseded data were derived.
 ML0269
 ML0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL435617(NAD 83)
 ML0269_MARKER: DB = BENCH MARK DISK
 ML0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0269_STAMPING: F 282 1949
 ML0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0269+STABILITY: SURFACE MOTION
 ML0269
 ML0269  HISTORY     - Date     Condition        Report By
 ML0269  HISTORY     - 1949     MONUMENTED       CGS
 ML0269
 ML0269                          STATION DESCRIPTION
 ML0269
 ML0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0269'1.8 MI SW FROM ST PAUL.
 ML0269'0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 ML0269'ST. PAUL, THENCE 1.2 MILES WEST ALONG A COUNTY ROAD, AT THE
 ML0269'NORTHEAST CORNER OF SECTION 8, T. 14 N., R. 10 W., IN THE
 ML0269'SOUTHWEST QUARTER OF A ROAD CROSSING, ON THE WEST SIDE OF
 ML0269'THE NORTH-SOUTH ROAD FROM A R.E.A. TRANSFORMER STATION,
 ML0269'33 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 ML0269'18 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 3 FEET
 ML0269'SOUTHEAST OF A CORNER FENCE POST, 2.5 FEET EAST OF A FENCE,
 ML0269'1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0269'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.4 FOOT ABOVE THE
 ML0269'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0429 ***********************************************************************
 ML0429  DESIGNATION -  F 283
 ML0429  PID         -  ML0429
 ML0429  STATE/COUNTY-  NE/HOWARD
 ML0429  USGS QUAD   -  DANNEBROG (1974)
 ML0429
 ML0429                         *CURRENT SURVEY CONTROL
 ML0429  ___________________________________________________________________
 ML0429* NAD 83(1986)-  41 06 18.     (N)    098 36 50.     (W)     SCALED    
 ML0429* NAVD 88     -       597.321  (meters)    1959.71   (feet)  ADJUSTED  
 ML0429  ___________________________________________________________________
 ML0429  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 ML0429  DYNAMIC HT  -         597.019 (meters)    1958.72  (feet)  COMP
 ML0429  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 ML0429
 ML0429  VERT ORDER  -  SECOND    CLASS 0
 ML0429
 ML0429.The horizontal coordinates were scaled from a topographic map and have
 ML0429.an estimated accuracy of +/- 6 seconds.
 ML0429
 ML0429.The orthometric height was determined by differential leveling
 ML0429.and adjusted by the National Geodetic Survey in June 1991..
 ML0429
 ML0429.The geoid height was determined by GEOID03.
 ML0429
 ML0429.The dynamic height is computed by dividing the NAVD 88
 ML0429.geopotential number by the normal gravity value computed on the
 ML0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0429.degrees latitude (g = 980.6199 gals.).
 ML0429
 ML0429.The modeled gravity was interpolated from observed gravity values.
 ML0429
 ML0429;                    North         East    Units  Estimated Accuracy
 ML0429;SPC NE       -   142,120.      616,390.      MT  (+/- 180 meters Scaled)
 ML0429
 ML0429                          SUPERSEDED SURVEY CONTROL
 ML0429
 ML0429  NGVD 29 (??/??/92)  597.083  (m)         1958.93   (f) ADJ UNCH    2 0
 ML0429
 ML0429.Superseded values are not recommended for survey control.
 ML0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0429.See file dsdata.txt to determine how the superseded data were derived.
 ML0429
 ML0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL324504(NAD 83)
 ML0429_MARKER: DB = BENCH MARK DISK
 ML0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0429_STAMPING: F 283 1949
 ML0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0429+STABILITY: SURFACE MOTION
 ML0429
 ML0429  HISTORY     - Date     Condition        Report By
 ML0429  HISTORY     - 1949     MONUMENTED       CGS
 ML0429
 ML0429                          STATION DESCRIPTION
 ML0429
 ML0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0429'2.5 MI S FROM NYSTED.
 ML0429'1.3 MILES SOUTH ALONG A COUNTY ROAD FROM THE RECREATION HALL AT
 ML0429'NYSTED, THENCE 1.2 MILES SOUTH ALONG STATE HIGHWAY NO. 58 AND
 ML0429'STATE HIGHWAY NO. 60, AT THE NORTHWEST CORNER OF SECTION 17,
 ML0429'T. 13 N., R. 11 W., IN THE SOUTHEAST QUARTER OF A PUBLIC ROAD
 ML0429'CROSSING, 38 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 ML0429'ROAD, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET
 ML0429'SOUTH OF A CORNER FENCE POST, 1.4 FEET WEST OF A FENCE, 1.7 FEET
 ML0429'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 ML0429'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0176 ***********************************************************************
 LH0176  DESIGNATION -  F 284
 LH0176  PID         -  LH0176
 LH0176  STATE/COUNTY-  NE/HALL
 LH0176  USGS QUAD   -  ABBOTT (1993)
 LH0176
 LH0176                         *CURRENT SURVEY CONTROL
 LH0176  ___________________________________________________________________
 LH0176* NAD 83(1986)-  40 57 10.     (N)    098 22 42.     (W)     SCALED    
 LH0176* NAVD 88     -       568.540  (meters)    1865.29   (feet)  ADJUSTED  
 LH0176  ___________________________________________________________________
 LH0176  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 LH0176  DYNAMIC HT  -         568.242 (meters)    1864.31  (feet)  COMP
 LH0176  MODELED GRAV-     980,081.1   (mgal)                       NAVD 88
 LH0176
 LH0176  VERT ORDER  -  SECOND    CLASS 0
 LH0176
 LH0176.The horizontal coordinates were scaled from a topographic map and have
 LH0176.an estimated accuracy of +/- 6 seconds.
 LH0176
 LH0176.The orthometric height was determined by differential leveling
 LH0176.and adjusted by the National Geodetic Survey in June 1991..
 LH0176
 LH0176.The geoid height was determined by GEOID03.
 LH0176
 LH0176.The dynamic height is computed by dividing the NAVD 88
 LH0176.geopotential number by the normal gravity value computed on the
 LH0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0176.degrees latitude (g = 980.6199 gals.).
 LH0176
 LH0176.The modeled gravity was interpolated from observed gravity values.
 LH0176
 LH0176;                    North         East    Units  Estimated Accuracy
 LH0176;SPC NE       -   125,570.      636,490.      MT  (+/- 180 meters Scaled)
 LH0176
 LH0176                          SUPERSEDED SURVEY CONTROL
 LH0176
 LH0176  NGVD 29 (??/??/92)  568.298  (m)         1864.49   (f) ADJ UNCH    2 0
 LH0176
 LH0176.Superseded values are not recommended for survey control.
 LH0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0176.See file dsdata.txt to determine how the superseded data were derived.
 LH0176
 LH0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL523337(NAD 83)
 LH0176_MARKER: DB = BENCH MARK DISK
 LH0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0176_STAMPING: F 284 1949
 LH0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0176+STABILITY: SURFACE MOTION
 LH0176
 LH0176  HISTORY     - Date     Condition        Report By
 LH0176  HISTORY     - 1949     MONUMENTED       CGS
 LH0176
 LH0176                          STATION DESCRIPTION
 LH0176
 LH0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0176'1.2 MI W FROM GRAND ISLAND.
 LH0176'1.2 MILES WEST ALONG STATE HIGHWAY NO. 2 FROM THE SOUTHWEST
 LH0176'CORNER OF LINCOLN PARK WHICH IS LOCATED ON THE NORTH EDGE OF
 LH0176'GRAND ISLAND, IN THE NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING,
 LH0176'142 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 47 FEET NORTH
 LH0176'OF THE NORTH RAIL OF A RAILROAD TRACK, 35 FEET EAST OF THE CENTER
 LH0176'LINE OF A NORTH-SOUTH ROAD, 8 FEET NORTH OF A TELEPHONE POLE,
 LH0176'2.1 FEET SOUTHEAST OF A CORNER FENCE POST, 1 FOOT SOUTH OF A
 LH0176'FENCE, 1.8 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 LH0176'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 LH0176'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0053 ***********************************************************************
 LH0053  DESIGNATION -  F 285
 LH0053  PID         -  LH0053
 LH0053  STATE/COUNTY-  NE/HALL
 LH0053  USGS QUAD   -  GRAND ISLAND (1993)
 LH0053
 LH0053                         *CURRENT SURVEY CONTROL
 LH0053  ___________________________________________________________________
 LH0053* NAD 83(1986)-  40 53 34.     (N)    098 20 18.     (W)     SCALED    
 LH0053* NAVD 88     -       564.441  (meters)    1851.84   (feet)  ADJUSTED  
 LH0053  ___________________________________________________________________
 LH0053  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 LH0053  DYNAMIC HT  -         564.142 (meters)    1850.86  (feet)  COMP
 LH0053  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 LH0053
 LH0053  VERT ORDER  -  FIRST     CLASS II
 LH0053
 LH0053.The horizontal coordinates were scaled from a topographic map and have
 LH0053.an estimated accuracy of +/- 6 seconds.
 LH0053
 LH0053.The orthometric height was determined by differential leveling
 LH0053.and adjusted by the National Geodetic Survey in June 1991..
 LH0053
 LH0053.The geoid height was determined by GEOID03.
 LH0053
 LH0053.The dynamic height is computed by dividing the NAVD 88
 LH0053.geopotential number by the normal gravity value computed on the
 LH0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0053.degrees latitude (g = 980.6199 gals.).
 LH0053
 LH0053.The modeled gravity was interpolated from observed gravity values.
 LH0053
 LH0053;                    North         East    Units  Estimated Accuracy
 LH0053;SPC NE       -   118,970.      639,980.      MT  (+/- 180 meters Scaled)
 LH0053
 LH0053                          SUPERSEDED SURVEY CONTROL
 LH0053
 LH0053  NGVD 29 (??/??/92)  564.196  (m)         1851.03   (f) ADJ UNCH    1 2
 LH0053
 LH0053.Superseded values are not recommended for survey control.
 LH0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0053.See file dsdata.txt to determine how the superseded data were derived.
 LH0053
 LH0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL557270(NAD 83)
 LH0053_MARKER: DB = BENCH MARK DISK
 LH0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0053_STAMPING: F 285 1949
 LH0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0053+STABILITY: SURFACE MOTION
 LH0053
 LH0053  HISTORY     - Date     Condition        Report By
 LH0053  HISTORY     - 1949     MONUMENTED       CGS
 LH0053
 LH0053                          STATION DESCRIPTION
 LH0053
 LH0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0053'5.3 MI S FROM GRAND ISLAND.
 LH0053'3.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0053'AT GRAND ISLAND, THENCE 1.5 MILES EAST ALONG A COUNTY ROAD,
 LH0053'THENCE 0.4 MILE NORTH ALONG U.S. HIGHWAYS NO. 34 AND 281 AND
 LH0053'STATE HIGHWAY NO. 2, AT THE NEW CENTRAL AIRPORT, AT THE WEST
 LH0053'END OF THE EAST-WEST RUNWAY, 181 FEET EAST OF THE CENTER LINE
 LH0053'OF THE HIGHWAY, 26 FEET SOUTH OF THE CENTER LINE OF THE RUNWAY,
 LH0053'2.7 FEET EAST OF THE NORTHEAST CORNER OF A RED BUILDING, SET IN
 LH0053'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND LEVEL WITH
 LH0053'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0106 ***********************************************************************
 LH0106  DESIGNATION -  F 286
 LH0106  PID         -  LH0106
 LH0106  STATE/COUNTY-  NE/HALL
 LH0106  USGS QUAD   -  ALDA (1993)
 LH0106
 LH0106                         *CURRENT SURVEY CONTROL
 LH0106  ___________________________________________________________________
 LH0106* NAD 83(1986)-  40 45 52.     (N)    098 28 32.     (W)     SCALED    
 LH0106* NAVD 88     -       586.112  (meters)    1922.94   (feet)  ADJUSTED  
 LH0106  ___________________________________________________________________
 LH0106  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 LH0106  DYNAMIC HT  -         585.793 (meters)    1921.89  (feet)  COMP
 LH0106  MODELED GRAV-     980,062.2   (mgal)                       NAVD 88
 LH0106
 LH0106  VERT ORDER  -  SECOND    CLASS 0
 LH0106
 LH0106.The horizontal coordinates were scaled from a topographic map and have
 LH0106.an estimated accuracy of +/- 6 seconds.
 LH0106
 LH0106.The orthometric height was determined by differential leveling
 LH0106.and adjusted by the National Geodetic Survey in June 1991..
 LH0106
 LH0106.The geoid height was determined by GEOID03.
 LH0106
 LH0106.The dynamic height is computed by dividing the NAVD 88
 LH0106.geopotential number by the normal gravity value computed on the
 LH0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0106.degrees latitude (g = 980.6199 gals.).
 LH0106
 LH0106.The modeled gravity was interpolated from observed gravity values.
 LH0106
 LH0106;                    North         East    Units  Estimated Accuracy
 LH0106;SPC NE       -   104,510.      628,680.      MT  (+/- 180 meters Scaled)
 LH0106
 LH0106                          SUPERSEDED SURVEY CONTROL
 LH0106
 LH0106  NGVD 29 (??/??/92)  585.866  (m)         1922.13   (f) ADJ UNCH    2 0
 LH0106
 LH0106.Superseded values are not recommended for survey control.
 LH0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0106.See file dsdata.txt to determine how the superseded data were derived.
 LH0106
 LH0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL442127(NAD 83)
 LH0106_MARKER: DB = BENCH MARK DISK
 LH0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0106_STAMPING: F 286 1949
 LH0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0106+STABILITY: SURFACE MOTION
 LH0106
 LH0106  HISTORY     - Date     Condition        Report By
 LH0106  HISTORY     - 1949     MONUMENTED       CGS
 LH0106
 LH0106                          STATION DESCRIPTION
 LH0106
 LH0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0106'5.6 MI SW FROM DONIPHAN.
 LH0106'0.35 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE UNION PACIFIC
 LH0106'RAILROAD STATION AT DONIPHAN, THENCE 4.2 MILES WEST ALONG A
 LH0106'GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0106'1.0 MILE WEST ALONG A GRAVELED ROAD, AT THE FARM HOME OF EDDIE
 LH0106'STULKEM AND OCCUPIED BY L.B. MC ALL, 72.0 FEET NORTHEAST OF THE
 LH0106'NORTHEAST CORNER OF THE HOUSE, 88.0 FEET SOUTH OF THE SOUTHEAST
 LH0106'CORNER OF THE BARN, 42 FEET NORTHEAST OF THE CENTER LINE OF A
 LH0106'PRIVATE DRIVEWAY, 4.4 FEET EAST OF A POWER TRANSMISSION LINE POLE
 LH0106'BEARING A LIGHT METER AND A YARD LIGHT, AND SET IN THE TOP OF A
 LH0106'5-FOOT CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 LH0106'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0488 ***********************************************************************
 LH0488  DESIGNATION -  F 287
 LH0488  PID         -  LH0488
 LH0488  STATE/COUNTY-  NE/BUFFALO
 LH0488  USGS QUAD   -  DENMAN (1993)
 LH0488
 LH0488                         *CURRENT SURVEY CONTROL
 LH0488  ___________________________________________________________________
 LH0488* NAD 83(1986)-  40 41 57.     (N)    098 44 22.     (W)     SCALED    
 LH0488* NAVD 88     -       616.344  (meters)    2022.12   (feet)  ADJUSTED  
 LH0488  ___________________________________________________________________
 LH0488  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 LH0488  DYNAMIC HT  -         616.001 (meters)    2021.00  (feet)  COMP
 LH0488  MODELED GRAV-     980,048.0   (mgal)                       NAVD 88
 LH0488
 LH0488  VERT ORDER  -  SECOND    CLASS 0
 LH0488
 LH0488.The horizontal coordinates were scaled from a topographic map and have
 LH0488.an estimated accuracy of +/- 6 seconds.
 LH0488
 LH0488.The orthometric height was determined by differential leveling
 LH0488.and adjusted by the National Geodetic Survey in June 1991..
 LH0488
 LH0488.The geoid height was determined by GEOID03.
 LH0488
 LH0488.The dynamic height is computed by dividing the NAVD 88
 LH0488.geopotential number by the normal gravity value computed on the
 LH0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0488.degrees latitude (g = 980.6199 gals.).
 LH0488
 LH0488.The modeled gravity was interpolated from observed gravity values.
 LH0488
 LH0488;                    North         East    Units  Estimated Accuracy
 LH0488;SPC NE       -    96,910.      606,510.      MT  (+/- 180 meters Scaled)
 LH0488
 LH0488                          SUPERSEDED SURVEY CONTROL
 LH0488
 LH0488  NGVD 29 (??/??/92)  616.090  (m)         2021.29   (f) ADJ UNCH    2 0
 LH0488
 LH0488.Superseded values are not recommended for survey control.
 LH0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0488.See file dsdata.txt to determine how the superseded data were derived.
 LH0488
 LH0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL220053(NAD 83)
 LH0488_MARKER: DB = BENCH MARK DISK
 LH0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0488_STAMPING: F 287 1949
 LH0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0488+STABILITY: SURFACE MOTION
 LH0488
 LH0488  HISTORY     - Date     Condition        Report By
 LH0488  HISTORY     - 1949     MONUMENTED       CGS
 LH0488
 LH0488                          STATION DESCRIPTION
 LH0488
 LH0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0488'0.8 MI W FROM DENMAN.
 LH0488'0.8 MILE WEST ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0488'AT DENMAN, AT A VACANT FARMHOUSE, 240 FEET EAST OF THE CENTER
 LH0488'LINE OF A T ROAD LEADING NORTH, 189 FEET NORTH OF THE CENTER
 LH0488'LINE OF AN EAST-WEST ROAD, 101.0 FEET NORTHEAST OF THE NORTHEAST
 LH0488'CORNER OF THE HOUSE, 2.0 FEET SOUTH OF THE SOUTHWEST CORNER
 LH0488'OF THE CORNCRIB, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 LH0488'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0497 ***********************************************************************
 LH0497  DESIGNATION -  F 288
 LH0497  PID         -  LH0497
 LH0497  STATE/COUNTY-  NE/ADAMS
 LH0497  USGS QUAD   -  KENESAW (1969)
 LH0497
 LH0497                         *CURRENT SURVEY CONTROL
 LH0497  ___________________________________________________________________
 LH0497* NAD 83(1986)-  40 30 34.     (N)    098 43 26.     (W)     SCALED    
 LH0497* NAVD 88     -       623.152  (meters)    2044.46   (feet)  ADJUSTED  
 LH0497  ___________________________________________________________________
 LH0497  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 LH0497  DYNAMIC HT  -         622.790 (meters)    2043.27  (feet)  COMP
 LH0497  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 LH0497
 LH0497  VERT ORDER  -  SECOND    CLASS 0
 LH0497
 LH0497.The horizontal coordinates were scaled from a topographic map and have
 LH0497.an estimated accuracy of +/- 6 seconds.
 LH0497
 LH0497.The orthometric height was determined by differential leveling
 LH0497.and adjusted by the National Geodetic Survey in June 1991..
 LH0497
 LH0497.The geoid height was determined by GEOID03.
 LH0497
 LH0497.The dynamic height is computed by dividing the NAVD 88
 LH0497.geopotential number by the normal gravity value computed on the
 LH0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0497.degrees latitude (g = 980.6199 gals.).
 LH0497
 LH0497.The modeled gravity was interpolated from observed gravity values.
 LH0497
 LH0497;                    North         East    Units  Estimated Accuracy
 LH0497;SPC NE       -    75,870.      608,130.      MT  (+/- 180 meters Scaled)
 LH0497
 LH0497                          SUPERSEDED SURVEY CONTROL
 LH0497
 LH0497  NGVD 29 (??/??/92)  622.904  (m)         2043.64   (f) ADJ UNCH    2 0
 LH0497
 LH0497.Superseded values are not recommended for survey control.
 LH0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0497.See file dsdata.txt to determine how the superseded data were derived.
 LH0497
 LH0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK233843(NAD 83)
 LH0497_MARKER: DB = BENCH MARK DISK
 LH0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0497_STAMPING: F 288 1949
 LH0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0497+STABILITY: SURFACE MOTION
 LH0497
 LH0497  HISTORY     - Date     Condition        Report By
 LH0497  HISTORY     - 1949     MONUMENTED       CGS
 LH0497
 LH0497                          STATION DESCRIPTION
 LH0497
 LH0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0497'7.8 MI N FROM NORMAN.
 LH0497'0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE ELEMENTARY
 LH0497'SCHOOL AT NORMAN, THENCE 4.65 MILES EAST ALONG STATE HIGHWAY
 LH0497'74, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0
 LH0497'MILE WEST ALONG A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT
 LH0497'ROAD, 48 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 26
 LH0497'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 2.0 FEET
 LH0497'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0497'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0479 ***********************************************************************
 LH0479  DESIGNATION -  F 289
 LH0479  PID         -  LH0479
 LH0479  STATE/COUNTY-  NE/BUFFALO
 LH0479  USGS QUAD   -  GIBBON SOUTH (1993)
 LH0479
 LH0479                         *CURRENT SURVEY CONTROL
 LH0479  ___________________________________________________________________
 LH0479* NAD 83(1986)-  40 41 58.     (N)    098 50 42.     (W)     SCALED    
 LH0479* NAVD 88     -       626.665  (meters)    2055.98   (feet)  ADJUSTED  
 LH0479  ___________________________________________________________________
 LH0479  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 LH0479  DYNAMIC HT  -         626.313 (meters)    2054.83  (feet)  COMP
 LH0479  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 LH0479
 LH0479  VERT ORDER  -  SECOND    CLASS 0
 LH0479
 LH0479.The horizontal coordinates were scaled from a topographic map and have
 LH0479.an estimated accuracy of +/- 6 seconds.
 LH0479
 LH0479.The orthometric height was determined by differential leveling
 LH0479.and adjusted by the National Geodetic Survey in June 1991..
 LH0479
 LH0479.The geoid height was determined by GEOID03.
 LH0479
 LH0479.The dynamic height is computed by dividing the NAVD 88
 LH0479.geopotential number by the normal gravity value computed on the
 LH0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0479.degrees latitude (g = 980.6199 gals.).
 LH0479
 LH0479.The modeled gravity was interpolated from observed gravity values.
 LH0479
 LH0479;                    North         East    Units  Estimated Accuracy
 LH0479;SPC NE       -    96,820.      597,590.      MT  (+/- 180 meters Scaled)
 LH0479
 LH0479                          SUPERSEDED SURVEY CONTROL
 LH0479
 LH0479  NGVD 29 (??/??/92)  626.408  (m)         2055.14   (f) ADJ UNCH    2 0
 LH0479
 LH0479.Superseded values are not recommended for survey control.
 LH0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0479.See file dsdata.txt to determine how the superseded data were derived.
 LH0479
 LH0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL130054(NAD 83)
 LH0479_MARKER: DB = BENCH MARK DISK
 LH0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0479_STAMPING: F 289 1949
 LH0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0479+STABILITY: SURFACE MOTION
 LH0479
 LH0479  HISTORY     - Date     Condition        Report By
 LH0479  HISTORY     - 1949     MONUMENTED       CGS
 LH0479
 LH0479                          STATION DESCRIPTION
 LH0479
 LH0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0479'3.2 MI S FROM GIBBON.
 LH0479'3.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0479'GIBBON, 198 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 LH0479'190.0 FEET NORTH OF THE NORTHWEST CORNER OF A BRIDGE WHICH IS
 LH0479'ON THE EAST-WEST ROAD, 46 FEET EAST OF THE CENTER LINE OF A
 LH0479'NORTH-SOUTH ROAD, 17.0 FEET SOUTH OF A 36-INCH COTTONWOOD TREE,
 LH0479'14.5 FEET EAST OF A FENCE, 2.0 FEET SOUTH OF A REFERENCE POST,
 LH0479'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5
 LH0479'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0480 ***********************************************************************
 LH0480  DESIGNATION -  F 289 RESET
 LH0480  PID         -  LH0480
 LH0480  STATE/COUNTY-  NE/BUFFALO
 LH0480  USGS QUAD   -  GIBBON SOUTH (1993)
 LH0480
 LH0480                         *CURRENT SURVEY CONTROL
 LH0480  ___________________________________________________________________
 LH0480* NAD 83(1986)-  40 41 58.     (N)    098 50 42.     (W)     SCALED    
 LH0480* NAVD 88     -       626.73   (meters)    2056.2    (feet)  RESET     
 LH0480  ___________________________________________________________________
 LH0480  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 LH0480
 LH0480  VERT ORDER  -  THIRD
 LH0480
 LH0480.The horizontal coordinates were scaled from a topographic map and have
 LH0480.an estimated accuracy of +/- 6 seconds.
 LH0480
 LH0480.The orthometric height was computed from unverified reset data.
 LH0480
 LH0480.The geoid height was determined by GEOID03.
 LH0480
 LH0480;                    North         East    Units  Estimated Accuracy
 LH0480;SPC NE       -    96,820.      597,590.      MT  (+/- 180 meters Scaled)
 LH0480
 LH0480                          SUPERSEDED SURVEY CONTROL
 LH0480
 LH0480  NGVD 29 (??/??/??)  626.47   (m)         2055.3    (f) RESET       3  
 LH0480
 LH0480.Superseded values are not recommended for survey control.
 LH0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0480.See file dsdata.txt to determine how the superseded data were derived.
 LH0480
 LH0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL130054(NAD 83)
 LH0480_MARKER: DD = SURVEY DISK
 LH0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0480_SP_SET: CULVERT
 LH0480_STAMPING: F 289 RESET 1965
 LH0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0480
 LH0480  HISTORY     - Date     Condition        Report By
 LH0480  HISTORY     - 1965     MONUMENTED       LOCENG
 LH0480
 LH0480                          STATION DESCRIPTION
 LH0480
 LH0480'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 LH0480'3.2 MI S FROM GIBBON.
 LH0480'ABOUT 3.2 MILES SOUTH ALONG A MACADAM ROAD FROM THE HIGH SCHOOL
 LH0480'AT GIBBON, IN THE SOUTHWEST QUADRANT OF INTERSTATE HIGHWAY 80
 LH0480'INTERCHANGE, ON THE TOP OF THE SOUTH HEADWALL OF A CONCRETE
 LH0480'CULVERT AND 1 FOOT WEST OF THE EAST END.  25 FEET SOUTH OF THE
 LH0480'CENTERLINE OF THE INTERCHANGE ROAD AND 135 FEET WEST OF THE
 LH0480'CENTERLINE OF THE MACADAM ROAD, AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0814 ***********************************************************************
 MK0814  DESIGNATION -  F 290
 MK0814  PID         -  MK0814
 MK0814  STATE/COUNTY-  NE/SARPY
 MK0814  USGS QUAD   -  SPRINGFIELD (1975)
 MK0814
 MK0814                         *CURRENT SURVEY CONTROL
 MK0814  ___________________________________________________________________
 MK0814* NAD 83(1986)-  41 02 42.     (N)    096 09 27.     (W)     SCALED    
 MK0814* NAVD 88     -       340.278  (meters)    1116.40   (feet)  ADJUSTED  
 MK0814  ___________________________________________________________________
 MK0814  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 MK0814  DYNAMIC HT  -         340.142 (meters)    1115.95  (feet)  COMP
 MK0814  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 MK0814
 MK0814  VERT ORDER  -  SECOND    CLASS 0
 MK0814
 MK0814.The horizontal coordinates were scaled from a topographic map and have
 MK0814.an estimated accuracy of +/- 6 seconds.
 MK0814
 MK0814.The orthometric height was determined by differential leveling
 MK0814.and adjusted by the National Geodetic Survey in June 1991..
 MK0814
 MK0814.The geoid height was determined by GEOID03.
 MK0814
 MK0814.The dynamic height is computed by dividing the NAVD 88
 MK0814.geopotential number by the normal gravity value computed on the
 MK0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0814.degrees latitude (g = 980.6199 gals.).
 MK0814
 MK0814.The modeled gravity was interpolated from observed gravity values.
 MK0814
 MK0814;                    North         East    Units  Estimated Accuracy
 MK0814;SPC NE       -   141,700.      822,860.      MT  (+/- 180 meters Scaled)
 MK0814
 MK0814                          SUPERSEDED SURVEY CONTROL
 MK0814
 MK0814  NGVD 29 (??/??/92)  340.181  (m)         1116.08   (f) ADJ UNCH    2 0
 MK0814
 MK0814.Superseded values are not recommended for survey control.
 MK0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0814.See file dsdata.txt to determine how the superseded data were derived.
 MK0814
 MK0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL389476(NAD 83)
 MK0814_MARKER: DB = BENCH MARK DISK
 MK0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0814_STAMPING: F 290 1950
 MK0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0814+STABILITY: SURFACE MOTION
 MK0814
 MK0814  HISTORY     - Date     Condition        Report By
 MK0814  HISTORY     - 1950     MONUMENTED       CGS
 MK0814
 MK0814                          STATION DESCRIPTION
 MK0814
 MK0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0814'4.5 MI N FROM LOUISVILLE.
 MK0814'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 MK0814'AT LOUISVILLE, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 34 FEET
 MK0814'SOUTHEAST OF THE NORTHEAST CORNER OF THE B.R. CAIN FARMHOUSE, 34.5
 MK0814'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 113 FEET
 MK0814'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 14 FEET WEST
 MK0814'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 20 FEET NORTH OF THE
 MK0814'CENTER OF A GATE, 6 FEET NORTH OF A POWER POLE, 1 FOOT EAST OF
 MK0814'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MK0814'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0815 ***********************************************************************
 MK0815  DESIGNATION -  F 290 RESET
 MK0815  PID         -  MK0815
 MK0815  STATE/COUNTY-  NE/SARPY
 MK0815  USGS QUAD   -  SPRINGFIELD (1975)
 MK0815
 MK0815                         *CURRENT SURVEY CONTROL
 MK0815  ___________________________________________________________________
 MK0815* NAD 83(1986)-  41 02 42.     (N)    096 09 28.     (W)     SCALED    
 MK0815* NAVD 88     -       338.89   (meters)    1111.8    (feet)  RESET     
 MK0815  ___________________________________________________________________
 MK0815  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 MK0815
 MK0815  VERT ORDER  -  THIRD
 MK0815
 MK0815.The horizontal coordinates were scaled from a topographic map and have
 MK0815.an estimated accuracy of +/- 6 seconds.
 MK0815
 MK0815.The orthometric height was computed from unverified reset data.
 MK0815.No vertical observational check was made to the station.
 MK0815
 MK0815.The geoid height was determined by GEOID03.
 MK0815
 MK0815;                    North         East    Units  Estimated Accuracy
 MK0815;SPC NE       -   141,700.      822,840.      MT  (+/- 180 meters Scaled)
 MK0815
 MK0815                          SUPERSEDED SURVEY CONTROL
 MK0815
 MK0815  NGVD 29 (08/02/06)  338.79   (m)         1111.5    (f) RESET       3  
 MK0815
 MK0815.Superseded values are not recommended for survey control.
 MK0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0815.See file dsdata.txt to determine how the superseded data were derived.
 MK0815
 MK0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL388476(NAD 83)
 MK0815_MARKER: DB = BENCH MARK DISK
 MK0815_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MK0815+WITH SETTING: INTO GROUND
 MK0815_STAMPING: F 290 RESET 1973
 MK0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0815+STABILITY: SURFACE MOTION
 MK0815
 MK0815  HISTORY     - Date     Condition        Report By
 MK0815  HISTORY     - 1973     MONUMENTED       NGS
 MK0815
 MK0815                          STATION DESCRIPTION
 MK0815
 MK0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MK0815'4.5 MI N FROM LOUISVILLE.
 MK0815'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 MK0815'AT LOUISVILLE, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, IN
 MK0815'THE FARM YARD OF MR. EMERY L. BUSKIRK, 41 FEET SOUTH OF THE
 MK0815'CENTER OF THE GRAVELED ROAD, 42 FEET EAST OF A 16-INCH CEDAR
 MK0815'TREE, 23 FEET EAST OF THE CENTER OF THE DRIVEWAY, 6 FEET SOUTH OF
 MK0815'A POWER POLE WITH TRANSFORMER ATTACHED NEAR TOP OF POLE AND 1 FOOT
 MK0815'WEST OF A METAL WITNESS POST IN A FENCE.  A STANDARD BENCH MARK
 MK0815'DISK STAMPED F 290 RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH
 MK0815'COPPER COATED ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED
 MK0815'IN A PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 MK0815'NOTE-- THIS BENCH MARK REPLACES F 290 1950 WHICH WAS DESTROYED
 MK0815'THIS DATE AND THE DISK RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0450 ***********************************************************************
 ML0450  DESIGNATION -  F 291
 ML0450  PID         -  ML0450
 ML0450  STATE/COUNTY-  NE/BUFFALO
 ML0450  USGS QUAD   -  ROCKVILLE (1978)
 ML0450
 ML0450                         *CURRENT SURVEY CONTROL
 ML0450  ___________________________________________________________________
 ML0450* NAD 83(1986)-  41 00 12.     (N)    098 49 36.     (W)     SCALED    
 ML0450* NAVD 88     -       627.692  (meters)    2059.35   (feet)  ADJUSTED  
 ML0450  ___________________________________________________________________
 ML0450  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 ML0450  DYNAMIC HT  -         627.355 (meters)    2058.25  (feet)  COMP
 ML0450  MODELED GRAV-     980,067.2   (mgal)                       NAVD 88
 ML0450
 ML0450  VERT ORDER  -  SECOND    CLASS 0
 ML0450
 ML0450.The horizontal coordinates were scaled from a topographic map and have
 ML0450.an estimated accuracy of +/- 6 seconds.
 ML0450
 ML0450.The orthometric height was determined by differential leveling
 ML0450.and adjusted by the National Geodetic Survey in June 1991..
 ML0450
 ML0450.The geoid height was determined by GEOID03.
 ML0450
 ML0450.The dynamic height is computed by dividing the NAVD 88
 ML0450.geopotential number by the normal gravity value computed on the
 ML0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0450.degrees latitude (g = 980.6199 gals.).
 ML0450
 ML0450.The modeled gravity was interpolated from observed gravity values.
 ML0450
 ML0450;                    North         East    Units  Estimated Accuracy
 ML0450;SPC NE       -   130,570.      598,680.      MT  (+/- 180 meters Scaled)
 ML0450
 ML0450                          SUPERSEDED SURVEY CONTROL
 ML0450
 ML0450  NGVD 29 (??/??/92)  627.444  (m)         2058.54   (f) ADJ UNCH    2 0
 ML0450
 ML0450.Superseded values are not recommended for survey control.
 ML0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0450.See file dsdata.txt to determine how the superseded data were derived.
 ML0450
 ML0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL145391(NAD 83)
 ML0450_MARKER: DB = BENCH MARK DISK
 ML0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0450_SP_SET: CONCRETE POST
 ML0450_STAMPING: F 291 1949
 ML0450_MARK LOGO: CGS   
 ML0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0450+STABILITY: SURFACE MOTION
 ML0450
 ML0450  HISTORY     - Date     Condition        Report By
 ML0450  HISTORY     - 1949     MONUMENTED       CGS
 ML0450  HISTORY     - 19920915 GOOD             NEDR
 ML0450
 ML0450                          STATION DESCRIPTION
 ML0450
 ML0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0450'5.4 MI SW FROM ST MICHAEL.
 ML0450'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 ML0450'ST. MICHAEL, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY NO. 2,
 ML0450'0.5 MILE WEST OF THE SOUTHEAST CORNER OF SECTION 18, T. 12 N.,
 ML0450'R. 13 W., 125 FEET NORTHEAST OF TELEPHONE POLE NO. 1126, 95 FEET
 ML0450'NORTHWEST OF TELEPHONE POLE NO. 1125, 42 FEET NORTH OF THE CENTER
 ML0450'LINE OF THE HIGHWAY, 2.7 FEET NORTHEAST OF A 3-WAY CORNER FENCE
 ML0450'POST, 2.5 FEET EAST OF A NORTH-SOUTH FENCE, 1.7 FEET NORTH OF AN
 ML0450'EAST-WEST FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE
 ML0450'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 ML0450'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.0
 ML0450'MILE EAST OF BENCH MARK G 291.
 ML0450
 ML0450                          STATION RECOVERY (1992)
 ML0450
 ML0450'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0450'MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0450'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1209 ***********************************************************************
 ML1209  DESIGNATION -  F 291 RESET
 ML1209  PID         -  ML1209
 ML1209  STATE/COUNTY-  NE/BUFFALO
 ML1209  USGS QUAD   -  ROCKVILLE (1978)
 ML1209
 ML1209                         *CURRENT SURVEY CONTROL
 ML1209  ___________________________________________________________________
 ML1209* NAD 83(1986)-  41 00 12.     (N)    098 49 36.     (W)     SCALED    
 ML1209* NAVD 88     -       629.14   (meters)    2064.1    (feet)  RESET     
 ML1209  ___________________________________________________________________
 ML1209  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 ML1209
 ML1209  VERT ORDER  -  THIRD
 ML1209
 ML1209.The horizontal coordinates were scaled from a topographic map and have
 ML1209.an estimated accuracy of +/- 6 seconds.
 ML1209
 ML1209.The orthometric height was computed from unverified reset data.
 ML1209.No vertical observational check was made to the station.
 ML1209
 ML1209.The geoid height was determined by GEOID03.
 ML1209
 ML1209;                    North         East    Units  Estimated Accuracy
 ML1209;SPC NE       -   130,570.      598,680.      MT  (+/- 180 meters Scaled)
 ML1209
 ML1209                          SUPERSEDED SURVEY CONTROL
 ML1209
 ML1209  NGVD 29 (08/02/06)  628.90   (m)         2063.3    (f) RESET       3  
 ML1209
 ML1209.Superseded values are not recommended for survey control.
 ML1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1209.See file dsdata.txt to determine how the superseded data were derived.
 ML1209
 ML1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL145391(NAD 83)
 ML1209_MARKER: DV = VERTICAL CONTROL DISK
 ML1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1209_SP_SET: CONCRETE POST
 ML1209_STAMPING: F 291 RESET 1992
 ML1209_MARK LOGO: NGS   
 ML1209_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1209+STABILITY: SURFACE MOTION
 ML1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1209+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1209
 ML1209  HISTORY     - Date     Condition        Report By
 ML1209  HISTORY     - 1992     MONUMENTED       NEDR
 ML1209
 ML1209                          STATION DESCRIPTION
 ML1209
 ML1209'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1209'ABOUT 9.25 KM (5.75 MI) WEST FROM THE HALL BUFFALO COUNTY LINE, 7.81
 ML1209'KM (4.85 MI) EAST FROM RAVENNA, NEAR THE SOUTHEAST CORNER OF THE
 ML1209'SW1/4, SEC18, T12N, R13W AND ON THE NORTH RIGHT-OF-WAY OF STATE
 ML1209'HIGHWAY 2 AT MILE MARKER 332.25.  FROM THE JUNCTION OF STATE HIGHWAYS
 ML1209'2 AND 68, AT THE SOUTH EDGE OF RAVENNA, GO SOUTHEAST AND EAST ON
 ML1209'HIGHWAY 2 FOR 7.81 KM (4.85 MI) TO THE MARK ON THE LEFT, SET INTO THE
 ML1209'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.1 FT (0.0 M)
 ML1209'ABOVE THE GROUND SURFACE.  IT IS 23.93 M (78.51 FT) NORTH FROM THE
 ML1209'CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST
 ML1209'AND 0.3 M (1.0 FT) EAST FROM A FENCE LINE.  A MAGNET WAS PLACED INTO
 ML1209'THE NORTH SIDE OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0412 ***********************************************************************
 LH0412  DESIGNATION -  F 292
 LH0412  PID         -  LH0412
 LH0412  STATE/COUNTY-  NE/BUFFALO
 LH0412  USGS QUAD   -  CAMERON (1962)
 LH0412
 LH0412                         *CURRENT SURVEY CONTROL
 LH0412  ___________________________________________________________________
 LH0412* NAD 83(1986)-  40 58 29.     (N)    098 44 27.     (W)     SCALED    
 LH0412* NAVD 88     -       616.289  (meters)    2021.94   (feet)  ADJUSTED  
 LH0412  ___________________________________________________________________
 LH0412  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 LH0412  DYNAMIC HT  -         615.961 (meters)    2020.87  (feet)  COMP
 LH0412  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 LH0412
 LH0412  VERT ORDER  -  FIRST     CLASS II
 LH0412
 LH0412.The horizontal coordinates were scaled from a topographic map and have
 LH0412.an estimated accuracy of +/- 6 seconds.
 LH0412
 LH0412.The orthometric height was determined by differential leveling
 LH0412.and adjusted by the National Geodetic Survey in June 1991..
 LH0412
 LH0412.The geoid height was determined by GEOID03.
 LH0412
 LH0412.The dynamic height is computed by dividing the NAVD 88
 LH0412.geopotential number by the normal gravity value computed on the
 LH0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0412.degrees latitude (g = 980.6199 gals.).
 LH0412
 LH0412.The modeled gravity was interpolated from observed gravity values.
 LH0412
 LH0412;                    North         East    Units  Estimated Accuracy
 LH0412;SPC NE       -   127,500.      605,950.      MT  (+/- 180 meters Scaled)
 LH0412
 LH0412                          SUPERSEDED SURVEY CONTROL
 LH0412
 LH0412  NGVD 29 (??/??/92)  616.041  (m)         2021.13   (f) ADJ UNCH    1 2
 LH0412
 LH0412.Superseded values are not recommended for survey control.
 LH0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0412.See file dsdata.txt to determine how the superseded data were derived.
 LH0412
 LH0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218359(NAD 83)
 LH0412_MARKER: DB = BENCH MARK DISK
 LH0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0412_STAMPING: F 292 1949
 LH0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0412+STABILITY: SURFACE MOTION
 LH0412
 LH0412  HISTORY     - Date     Condition        Report By
 LH0412  HISTORY     - 1949     MONUMENTED       CGS
 LH0412  HISTORY     - 1962     POOR             USGS
 LH0412
 LH0412                          STATION DESCRIPTION
 LH0412
 LH0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0412'4.6 MI S FROM ST MICHAEL.
 LH0412'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0412'ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2,
 LH0412'THENCE 2.2 MILES SOUTHERLY ALONG A COUNTY ROAD, AT THE SOUTHEAST
 LH0412'CORNER OF SECTION 26, T. 12 N., R. 13 W., IN THE NORTHWEST
 LH0412'QUARTER OF A PUBLIC ROAD CROSSING, 44 FEET WEST OF THE CENTER
 LH0412'LINE OF THE NORTH-SOUTH ROAD, 36 FEET NORTH OF THE CENTER LINE
 LH0412'OF THE EAST-WEST ROAD, 25 FEET WEST OF A CONCRETE CULVERT GUARD
 LH0412'POST, 0.9 FOOT SOUTH OF A FENCE, 2 FEET WEST OF A REFERENCE
 LH0412'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0412'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- BM IS LOOSE IN
 LH0412'GROUND, BUT STILL IN PLACE.
 LH0412
 LH0412                          STATION RECOVERY (1962)
 LH0412
 LH0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LH0412'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0645 ***********************************************************************
 LH0645  DESIGNATION -  F 293
 LH0645  PID         -  LH0645
 LH0645  STATE/COUNTY-  NE/BUFFALO
 LH0645  USGS QUAD   -  PLEASANTON SE (1974)
 LH0645
 LH0645                         *CURRENT SURVEY CONTROL
 LH0645  ___________________________________________________________________
 LH0645* NAD 83(1986)-  40 45 25.     (N)    099 06 09.     (W)     SCALED    
 LH0645* NAVD 88     -       659.550  (meters)    2163.87   (feet)  ADJUSTED  
 LH0645  ___________________________________________________________________
 LH0645  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 LH0645  DYNAMIC HT  -         659.180 (meters)    2162.66  (feet)  COMP
 LH0645  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 LH0645
 LH0645  VERT ORDER  -  SECOND    CLASS 0
 LH0645
 LH0645.The horizontal coordinates were scaled from a topographic map and have
 LH0645.an estimated accuracy of +/- 6 seconds.
 LH0645
 LH0645.The orthometric height was determined by differential leveling
 LH0645.and adjusted by the National Geodetic Survey in June 1991..
 LH0645
 LH0645.The geoid height was determined by GEOID03.
 LH0645
 LH0645.The dynamic height is computed by dividing the NAVD 88
 LH0645.geopotential number by the normal gravity value computed on the
 LH0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0645.degrees latitude (g = 980.6199 gals.).
 LH0645
 LH0645.The modeled gravity was interpolated from observed gravity values.
 LH0645
 LH0645;                    North         East    Units  Estimated Accuracy
 LH0645;SPC NE       -   102,940.      575,770.      MT  (+/- 180 meters Scaled)
 LH0645
 LH0645                          SUPERSEDED SURVEY CONTROL
 LH0645
 LH0645  NGVD 29 (??/??/92)  659.301  (m)         2163.06   (f) ADJ UNCH    2 0
 LH0645
 LH0645.Superseded values are not recommended for survey control.
 LH0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0645.See file dsdata.txt to determine how the superseded data were derived.
 LH0645
 LH0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML913117(NAD 83)
 LH0645_MARKER: DB = BENCH MARK DISK
 LH0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0645_STAMPING: F 293 1949
 LH0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0645+STABILITY: SURFACE MOTION
 LH0645
 LH0645  HISTORY     - Date     Condition        Report By
 LH0645  HISTORY     - 1949     MONUMENTED       CGS
 LH0645  HISTORY     - 19930726 MARK NOT FOUND   NGS
 LH0645
 LH0645                          STATION DESCRIPTION
 LH0645
 LH0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0645'1.1 MI W FROM GLENWOOD PARK.
 LH0645'1.1 MILES WEST ALONG STATE HIGHWAY NO. 40 FROM THE GLENWOOD
 LH0645'PARK STATION SIGN AT GLENWOOD PARK, AT A T-JUNCTION OF ROADS,
 LH0645'ABOUT 500 FEET SOUTH OF AN ABANDONED FARMHOUSE, 36 FEET NORTH
 LH0645'OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF THE CENTER
 LH0645'LINE OF A PRIVATE ROAD LEADING NORTH TO THE FARMHOUSE, 11 FEET
 LH0645'SOUTHWEST OF A LARGE COTTONWOOD TREE, 3 FEET NORTH OF A FENCE,
 LH0645'1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0645'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE
 LH0645'GROUND.
 LH0645
 LH0645                          STATION RECOVERY (1993)
 LH0645
 LH0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0655 ***********************************************************************
 LH0655  DESIGNATION -  F 294
 LH0655  PID         -  LH0655
 LH0655  STATE/COUNTY-  NE/BUFFALO
 LH0655  USGS QUAD   -  RIVERDALE (1962)
 LH0655
 LH0655                         *CURRENT SURVEY CONTROL
 LH0655  ___________________________________________________________________
 LH0655* NAD 83(1986)-  40 52 23.     (N)    099 14 08.     (W)     SCALED    
 LH0655* NAVD 88     -       711.675  (meters)    2334.89   (feet)  ADJUSTED  
 LH0655  ___________________________________________________________________
 LH0655  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 LH0655  DYNAMIC HT  -         711.273 (meters)    2333.57  (feet)  COMP
 LH0655  MODELED GRAV-     980,035.9   (mgal)                       NAVD 88
 LH0655
 LH0655  VERT ORDER  -  SECOND    CLASS 0
 LH0655
 LH0655.The horizontal coordinates were scaled from a topographic map and have
 LH0655.an estimated accuracy of +/- 6 seconds.
 LH0655
 LH0655.The orthometric height was determined by differential leveling
 LH0655.and adjusted by the National Geodetic Survey in June 1991..
 LH0655
 LH0655.The geoid height was determined by GEOID03.
 LH0655
 LH0655.The dynamic height is computed by dividing the NAVD 88
 LH0655.geopotential number by the normal gravity value computed on the
 LH0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0655.degrees latitude (g = 980.6199 gals.).
 LH0655
 LH0655.The modeled gravity was interpolated from observed gravity values.
 LH0655
 LH0655;                    North         East    Units  Estimated Accuracy
 LH0655;SPC NE       -   115,720.      564,420.      MT  (+/- 180 meters Scaled)
 LH0655
 LH0655                          SUPERSEDED SURVEY CONTROL
 LH0655
 LH0655  NGVD 29 (??/??/92)  711.420  (m)         2334.05   (f) ADJ UNCH    2 0
 LH0655
 LH0655.Superseded values are not recommended for survey control.
 LH0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0655.See file dsdata.txt to determine how the superseded data were derived.
 LH0655
 LH0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML801246(NAD 83)
 LH0655_MARKER: DB = BENCH MARK DISK
 LH0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0655_STAMPING: F 294 1949
 LH0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0655+STABILITY: SURFACE MOTION
 LH0655
 LH0655  HISTORY     - Date     Condition        Report By
 LH0655  HISTORY     - 1949     MONUMENTED       CGS
 LH0655
 LH0655                          STATION DESCRIPTION
 LH0655
 LH0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0655'3.9 MI NE FROM AMHERST.
 LH0655'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0655'AMHERST, THENCE 1.0 MILES EAST ALONG A COUNTY ROAD, AT THE
 LH0655'NORTHWEST CORNER OF SECTION 2, T. 10 N., R. 17 W., IN THE
 LH0655'SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, ABOUT 0.15 MILE
 LH0655'SOUTH OF A FARMHOUSE, 48 FEET EAST OF THE CENTER LINE OF THE
 LH0655'NORTH-SOUTH ROAD, 23 FEET SOUTH OF THE CENTER LINE OF THE
 LH0655'EAST-WEST ROAD, 17 FEET EAST OF A CORNER FENCE POST, 0.8 FOOT
 LH0655'NORTH OF A FENCE, 1.3 FEET EAST OF A REFERENCE POST, SET IN THE
 LH0655'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0655'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0582 ***********************************************************************
 LH0582  DESIGNATION -  F 295
 LH0582  PID         -  LH0582
 LH0582  STATE/COUNTY-  NE/BUFFALO
 LH0582  USGS QUAD   -  PLEASANTON SE (1974)
 LH0582
 LH0582                         *CURRENT SURVEY CONTROL
 LH0582  ___________________________________________________________________
 LH0582* NAD 83(1986)-  40 45 52.     (N)    099 05 00.     (W)     SCALED    
 LH0582* NAVD 88     -       654.639  (meters)    2147.76   (feet)  ADJUSTED  
 LH0582  ___________________________________________________________________
 LH0582  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 LH0582  DYNAMIC HT  -         654.274 (meters)    2146.56  (feet)  COMP
 LH0582  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 LH0582
 LH0582  VERT ORDER  -  SECOND    CLASS 0
 LH0582
 LH0582.The horizontal coordinates were scaled from a topographic map and have
 LH0582.an estimated accuracy of +/- 6 seconds.
 LH0582
 LH0582.The orthometric height was determined by differential leveling
 LH0582.and adjusted by the National Geodetic Survey in June 1991..
 LH0582
 LH0582.The geoid height was determined by GEOID03.
 LH0582
 LH0582.The dynamic height is computed by dividing the NAVD 88
 LH0582.geopotential number by the normal gravity value computed on the
 LH0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0582.degrees latitude (g = 980.6199 gals.).
 LH0582
 LH0582.The modeled gravity was interpolated from observed gravity values.
 LH0582
 LH0582;                    North         East    Units  Estimated Accuracy
 LH0582;SPC NE       -   103,790.      577,380.      MT  (+/- 180 meters Scaled)
 LH0582
 LH0582                          SUPERSEDED SURVEY CONTROL
 LH0582
 LH0582  NGVD 29 (??/??/92)  654.393  (m)         2146.95   (f) ADJ UNCH    2 0
 LH0582
 LH0582.Superseded values are not recommended for survey control.
 LH0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0582.See file dsdata.txt to determine how the superseded data were derived.
 LH0582
 LH0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929126(NAD 83)
 LH0582_MARKER: DB = BENCH MARK DISK
 LH0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0582_STAMPING: F 295 1949
 LH0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0582+STABILITY: SURFACE MOTION
 LH0582
 LH0582  HISTORY     - Date     Condition        Report By
 LH0582  HISTORY     - 1949     MONUMENTED       CGS
 LH0582  HISTORY     - 20050308 MARK NOT FOUND   NEDR
 LH0582
 LH0582                          STATION DESCRIPTION
 LH0582
 LH0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0582'4.5 MI N FROM KEARNEY.
 LH0582'4.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 LH0582'AT KEARNEY, BUFFALO COUNTY, IN THE NORTHEAST QUARTER OF A ROAD
 LH0582'INTERSECTION, 69 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LH0582'25 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 24
 LH0582'FEET EAST OF THE CENTER OF THE NORTH END OF A PIPE CULVERT WITH
 LH0582'CONCRETE HEADWALLS, 1.8 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT
 LH0582'SOUTH OF THE FENCE, AND 1.4 FEET WEST OF A WHITE WOODEN WITNESS
 LH0582'POST.  A STANDARD DISK, STAMPED F 295 1949 AND SET IN THE TOP
 LH0582'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 LH0582
 LH0582                          STATION RECOVERY (2005)
 LH0582
 LH0582'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0582'BELIEVED DESTROYED DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0837 ***********************************************************************
 MK0837  DESIGNATION -  F 296
 MK0837  PID         -  MK0837
 MK0837  STATE/COUNTY-  NE/CASS
 MK0837  USGS QUAD   -  CEDAR CREEK (1983)
 MK0837
 MK0837                         *CURRENT SURVEY CONTROL
 MK0837  ___________________________________________________________________
 MK0837* NAD 83(1986)-  41 00 07.     (N)    096 00 21.     (W)     SCALED    
 MK0837* NAVD 88     -       328.763  (meters)    1078.62   (feet)  ADJUSTED  
 MK0837  ___________________________________________________________________
 MK0837  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 MK0837  DYNAMIC HT  -         328.627 (meters)    1078.17  (feet)  COMP
 MK0837  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 MK0837
 MK0837  VERT ORDER  -  SECOND    CLASS 0
 MK0837
 MK0837.The horizontal coordinates were scaled from a topographic map and have
 MK0837.an estimated accuracy of +/- 6 seconds.
 MK0837
 MK0837.The orthometric height was determined by differential leveling
 MK0837.and adjusted by the National Geodetic Survey in June 1991..
 MK0837
 MK0837.The geoid height was determined by GEOID03.
 MK0837
 MK0837.The dynamic height is computed by dividing the NAVD 88
 MK0837.geopotential number by the normal gravity value computed on the
 MK0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0837.degrees latitude (g = 980.6199 gals.).
 MK0837
 MK0837.The modeled gravity was interpolated from observed gravity values.
 MK0837
 MK0837;                    North         East    Units  Estimated Accuracy
 MK0837;SPC NE       -   137,510.      835,820.      MT  (+/- 180 meters Scaled)
 MK0837
 MK0837                          SUPERSEDED SURVEY CONTROL
 MK0837
 MK0837  NGVD 29 (??/??/92)  328.667  (m)         1078.30   (f) ADJ UNCH    2 0
 MK0837
 MK0837.Superseded values are not recommended for survey control.
 MK0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0837.See file dsdata.txt to determine how the superseded data were derived.
 MK0837
 MK0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL518432(NAD 83)
 MK0837_MARKER: DB = BENCH MARK DISK
 MK0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0837_STAMPING: F 296 1949
 MK0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0837+STABILITY: SURFACE MOTION
 MK0837
 MK0837  HISTORY     - Date     Condition        Report By
 MK0837  HISTORY     - 1949     MONUMENTED       CGS
 MK0837  HISTORY     - 1957     GOOD             NGS
 MK0837
 MK0837                          STATION DESCRIPTION
 MK0837
 MK0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0837'6.7 MI SW FROM PLATTSMOUTH.
 MK0837'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 MK0837'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73
 MK0837'AND 34, THENCE 5.75 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE
 MK0837'ROAD, AT THE RALPH WEAHRBEIN FARMHOME, 160 FEET NORTH OF THE
 MK0837'CENTER LINE OF THE PLATTSMOUTH-LOUISVILLE ROAD, 35 FEET SOUTH
 MK0837'OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 2.4 FEET WEST OF A
 MK0837'TELEPHONE POLE, 1.4 FEET SOUTH OF A WHITE PICKET FENCE, AND
 MK0837'SET IN THE TOP OF A 5-FOOT CONCRETE POST WHICH IS SET FLUSH
 MK0837'WITH THE GROUND.
 MK0837
 MK0837                          STATION RECOVERY (1957)
 MK0837
 MK0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0125 ***********************************************************************
 LG0125  DESIGNATION -  F 297
 LG0125  PID         -  LG0125
 LG0125  STATE/COUNTY-  NE/CASS
 LG0125  USGS QUAD   -  MANLEY (1966)
 LG0125
 LG0125                         *CURRENT SURVEY CONTROL
 LG0125  ___________________________________________________________________
 LG0125* NAD 83(1986)-  40 58 45.     (N)    096 12 59.     (W)     SCALED    
 LG0125* NAVD 88     -       347.596  (meters)    1140.40   (feet)  ADJUSTED  
 LG0125  ___________________________________________________________________
 LG0125  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 LG0125  DYNAMIC HT  -         347.454 (meters)    1139.94  (feet)  COMP
 LG0125  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 LG0125
 LG0125  VERT ORDER  -  SECOND    CLASS 0
 LG0125
 LG0125.The horizontal coordinates were scaled from a topographic map and have
 LG0125.an estimated accuracy of +/- 6 seconds.
 LG0125
 LG0125.The orthometric height was determined by differential leveling
 LG0125.and adjusted by the National Geodetic Survey in June 1991..
 LG0125
 LG0125.The geoid height was determined by GEOID03.
 LG0125
 LG0125.The dynamic height is computed by dividing the NAVD 88
 LG0125.geopotential number by the normal gravity value computed on the
 LG0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0125.degrees latitude (g = 980.6199 gals.).
 LG0125
 LG0125.The modeled gravity was interpolated from observed gravity values.
 LG0125
 LG0125;                    North         East    Units  Estimated Accuracy
 LG0125;SPC NE       -   134,180.      818,240.      MT  (+/- 180 meters Scaled)
 LG0125
 LG0125                          SUPERSEDED SURVEY CONTROL
 LG0125
 LG0125  NGVD 29 (??/??/92)  347.497  (m)         1140.08   (f) ADJ UNCH    2 0
 LG0125
 LG0125.Superseded values are not recommended for survey control.
 LG0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0125.See file dsdata.txt to determine how the superseded data were derived.
 LG0125
 LG0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL341401(NAD 83)
 LG0125_MARKER: DB = BENCH MARK DISK
 LG0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0125_STAMPING: F 297 1950
 LG0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0125+STABILITY: SURFACE MOTION
 LG0125
 LG0125  HISTORY     - Date     Condition        Report By
 LG0125  HISTORY     - 1950     MONUMENTED       CGS
 LG0125
 LG0125                          STATION DESCRIPTION
 LG0125
 LG0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0125'3.9 MI SE FROM SOUTH BEND.
 LG0125'0.2 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT SOUTH
 LG0125'END, THENCE 1.8 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.9
 LG0125'MILES EAST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, IN THE
 LG0125'NORTHEAST CORNER OF A CULTIVATED FIELD, 28 FEET SOUTH OF THE
 LG0125'CENTER LINE OF AN EAST AND WEST ROAD, 19 FEET EAST OF A POINT
 LG0125'ON THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 2.5 FEET
 LG0125'SOUTHWEST OF A FENCE CORNER, 2.5 FEET WEST OF A NORTH AND SOUTH
 LG0125'FENCE, 1.5 FEET SOUTH OF AN EAST AND WEST FENCE, 4.3 FEET
 LG0125'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LG0125'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0
 LG0125'MILE WEST OF BENCH MARK G 297.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0126 ***********************************************************************
 LG0126  DESIGNATION -  F 297 RESET
 LG0126  PID         -  LG0126
 LG0126  STATE/COUNTY-  NE/CASS
 LG0126  USGS QUAD   -  MANLEY (1966)
 LG0126
 LG0126                         *CURRENT SURVEY CONTROL
 LG0126  ___________________________________________________________________
 LG0126* NAD 83(1986)-  40 58 45.     (N)    096 12 59.     (W)     SCALED    
 LG0126* NAVD 88     -       346.90   (meters)    1138.1    (feet)  RESET     
 LG0126  ___________________________________________________________________
 LG0126  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 LG0126
 LG0126  VERT ORDER  -  THIRD
 LG0126
 LG0126.The horizontal coordinates were scaled from a topographic map and have
 LG0126.an estimated accuracy of +/- 6 seconds.
 LG0126
 LG0126.The orthometric height was computed from unverified reset data.
 LG0126
 LG0126.The geoid height was determined by GEOID03.
 LG0126
 LG0126;                    North         East    Units  Estimated Accuracy
 LG0126;SPC NE       -   134,180.      818,240.      MT  (+/- 180 meters Scaled)
 LG0126
 LG0126                          SUPERSEDED SURVEY CONTROL
 LG0126
 LG0126  NGVD 29 (??/??/??)  346.80   (m)         1137.8    (f) RESET       3  
 LG0126
 LG0126.Superseded values are not recommended for survey control.
 LG0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0126.See file dsdata.txt to determine how the superseded data were derived.
 LG0126
 LG0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL341401(NAD 83)
 LG0126_MARKER: DB = BENCH MARK DISK
 LG0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0126_STAMPING: F 297 RESET 1959
 LG0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0126+STABILITY: SURFACE MOTION
 LG0126
 LG0126  HISTORY     - Date     Condition        Report By
 LG0126  HISTORY     - 1959     MONUMENTED       NEDR
 LG0126
 LG0126                          STATION DESCRIPTION
 LG0126
 LG0126'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 LG0126'0.2 MI E FROM SOUTH BEND.
 LG0126'THE MARK IS LOCATED 0.2 MILES EAST ALONG A GRAVELED ROAD FROM THE
 LG0126'SCHOOL HOUSE AT SOUTH BEND TO STATE HIGHWAY, THENCE 2.65 MILES
 LG0126'EASTERLY SOUTHERLY AND AGAIN EASTERLY ALONG STATE HIGHWAY TO A
 LG0126'T-ROAD JUNCTION, IN THE NORTHEAST CORNER OF A CULTIVATED FIELD
 LG0126'76 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD, 23 FEET EAST
 LG0126'OF A POINT ON THE EXTENDED CENTERLINE OF ROAD LEADING NORTH,
 LG0126'12 FEET SOUTH OF CORNER FENCE POST ON WEST SIDE OF FENCE LINE
 LG0126'RUNNING SOUTH, AND SET IN THE TOP OF A CONCRETE POST WHICH
 LG0126'PROJECTS 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1015 ***********************************************************************
 MK1015  DESIGNATION -  F 298
 MK1015  PID         -  MK1015
 MK1015  STATE/COUNTY-  NE/SAUNDERS
 MK1015  USGS QUAD   -  WAHOO EAST (1983)
 MK1015
 MK1015                         *CURRENT SURVEY CONTROL
 MK1015  ___________________________________________________________________
 MK1015* NAD 83(1986)-  41 11 29.     (N)    096 35 38.     (W)     SCALED    
 MK1015* NAVD 88     -       353.233  (meters)    1158.90   (feet)  ADJUSTED  
 MK1015  ___________________________________________________________________
 MK1015  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 MK1015  DYNAMIC HT  -         353.064 (meters)    1158.34  (feet)  COMP
 MK1015  MODELED GRAV-     980,138.2   (mgal)                       NAVD 88
 MK1015
 MK1015  VERT ORDER  -  SECOND    CLASS 0
 MK1015
 MK1015.The horizontal coordinates were scaled from a topographic map and have
 MK1015.an estimated accuracy of +/- 6 seconds.
 MK1015
 MK1015.The orthometric height was determined by differential leveling
 MK1015.and adjusted by the National Geodetic Survey in June 1991..
 MK1015
 MK1015.The geoid height was determined by GEOID03.
 MK1015
 MK1015.The dynamic height is computed by dividing the NAVD 88
 MK1015.geopotential number by the normal gravity value computed on the
 MK1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1015.degrees latitude (g = 980.6199 gals.).
 MK1015
 MK1015.The modeled gravity was interpolated from observed gravity values.
 MK1015
 MK1015;                    North         East    Units  Estimated Accuracy
 MK1015;SPC NE       -   156,410.      785,580.      MT  (+/- 180 meters Scaled)
 MK1015
 MK1015                          SUPERSEDED SURVEY CONTROL
 MK1015
 MK1015  NGVD 29 (??/??/92)  353.092  (m)         1158.44   (f) ADJ UNCH    2 0
 MK1015
 MK1015.Superseded values are not recommended for survey control.
 MK1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1015.See file dsdata.txt to determine how the superseded data were derived.
 MK1015
 MK1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL017627(NAD 83)
 MK1015_MARKER: DB = BENCH MARK DISK
 MK1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1015_STAMPING: F 298 1950
 MK1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1015+STABILITY: SURFACE MOTION
 MK1015
 MK1015  HISTORY     - Date     Condition        Report By
 MK1015  HISTORY     - 1950     MONUMENTED       CGS
 MK1015  HISTORY     - 1968     MARK NOT FOUND   USGS
 MK1015
 MK1015                          STATION DESCRIPTION
 MK1015
 MK1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1015'2.7 MI SE FROM WAHOO.
 MK1015'0.3 MILE SOUTH ALONG U.S. HIGHWAYS 77 AND 30 A FROM THE COURTHOUSE
 MK1015'AT WAHOO, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.3
 MK1015'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.7 MILE SOUTH ALONG A
 MK1015'DIRT ROAD, THENCE 0.4 MILE EAST ALONG A DIRT ROAD, 0.1 MILE EAST
 MK1015'OF A WOODEN BRIDGE OVER SAND CREEK, 203 FEET SOUTH OF THE CENTER
 MK1015'LINE OF THE ROAD, 94 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 MK1015'FARMHOUSE, 81 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN,
 MK1015'90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CORN CRIB, 40 FEET
 MK1015'SOUTH OF THE SOUTHWEST CORNER OF A GARAGE, 6 FEET SOUTHWEST OF A
 MK1015'POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MK1015'THE GROUND.
 MK1015
 MK1015                          STATION RECOVERY (1968)
 MK1015
 MK1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK1015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1026 ***********************************************************************
 MK1026  DESIGNATION -  F 299
 MK1026  PID         -  MK1026
 MK1026  STATE/COUNTY-  NE/SAUNDERS
 MK1026  USGS QUAD   -  WAHOO EAST (1983)
 MK1026
 MK1026                         *CURRENT SURVEY CONTROL
 MK1026  ___________________________________________________________________
 MK1026* NAD 83(1986)-  41 10 35.     (N)    096 30 10.     (W)     SCALED    
 MK1026* NAVD 88     -       358.181  (meters)    1175.13   (feet)  ADJUSTED  
 MK1026  ___________________________________________________________________
 MK1026  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 MK1026  DYNAMIC HT  -         358.019 (meters)    1174.60  (feet)  COMP
 MK1026  MODELED GRAV-     980,160.1   (mgal)                       NAVD 88
 MK1026
 MK1026  VERT ORDER  -  SECOND    CLASS 0
 MK1026
 MK1026.The horizontal coordinates were scaled from a topographic map and have
 MK1026.an estimated accuracy of +/- 6 seconds.
 MK1026
 MK1026.The orthometric height was determined by differential leveling
 MK1026.and adjusted by the National Geodetic Survey in June 1991..
 MK1026
 MK1026.The geoid height was determined by GEOID03.
 MK1026
 MK1026.The dynamic height is computed by dividing the NAVD 88
 MK1026.geopotential number by the normal gravity value computed on the
 MK1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1026.degrees latitude (g = 980.6199 gals.).
 MK1026
 MK1026.The modeled gravity was interpolated from observed gravity values.
 MK1026
 MK1026;                    North         East    Units  Estimated Accuracy
 MK1026;SPC NE       -   155,050.      793,280.      MT  (+/- 180 meters Scaled)
 MK1026
 MK1026                          SUPERSEDED SURVEY CONTROL
 MK1026
 MK1026  NGVD 29 (??/??/92)  358.049  (m)         1174.70   (f) ADJ UNCH    2 0
 MK1026
 MK1026.Superseded values are not recommended for survey control.
 MK1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1026.See file dsdata.txt to determine how the superseded data were derived.
 MK1026
 MK1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL094613(NAD 83)
 MK1026_MARKER: DB = BENCH MARK DISK
 MK1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1026_STAMPING: F 299 1950
 MK1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1026+STABILITY: SURFACE MOTION
 MK1026
 MK1026  HISTORY     - Date     Condition        Report By
 MK1026  HISTORY     - 1950     MONUMENTED       CGS
 MK1026  HISTORY     - 1984     GOOD             LOCSUR
 MK1026
 MK1026                          STATION DESCRIPTION
 MK1026
 MK1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1026'3.3 MI NE FROM ITHACA.
 MK1026'0.3 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK1026'ITHACA, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0
 MK1026'MILE NORTH ALONG A GRAVELED ROAD, ALONG THE WEST EDGE OF THE
 MK1026'NEBRASKA ORDINANCE DEPOT, AT A T ROAD JUNCTION, 49 FEET SOUTH OF THE
 MK1026'EXTENDED CENTER LINE OF THE ROAD LEADING WEST, 47 FEET EAST OF
 MK1026'THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 1 FOOT WEST OF A
 MK1026'FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1026'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0
 MK1026'MILE SOUTH OF BENCH MARK G 299.
 MK1026
 MK1026                          STATION RECOVERY (1984)
 MK1026
 MK1026'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0800 ***********************************************************************
 MK0800  DESIGNATION -  F 301
 MK0800  PID         -  MK0800
 MK0800  STATE/COUNTY-  NE/SARPY
 MK0800  USGS QUAD   -  WANN (1981)
 MK0800
 MK0800                         *CURRENT SURVEY CONTROL
 MK0800  ___________________________________________________________________
 MK0800* NAD 83(1986)-  41 10 19.     (N)    096 17 31.     (W)     SCALED    
 MK0800* NAVD 88     -       333.617  (meters)    1094.54   (feet)  ADJUSTED  
 MK0800  ___________________________________________________________________
 MK0800  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 MK0800  DYNAMIC HT  -         333.475 (meters)    1094.08  (feet)  COMP
 MK0800  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 MK0800
 MK0800  VERT ORDER  -  SECOND    CLASS 0
 MK0800
 MK0800.The horizontal coordinates were scaled from a topographic map and have
 MK0800.an estimated accuracy of +/- 6 seconds.
 MK0800
 MK0800.The orthometric height was determined by differential leveling
 MK0800.and adjusted by the National Geodetic Survey in June 1991..
 MK0800
 MK0800.The geoid height was determined by GEOID03.
 MK0800
 MK0800.The dynamic height is computed by dividing the NAVD 88
 MK0800.geopotential number by the normal gravity value computed on the
 MK0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0800.degrees latitude (g = 980.6199 gals.).
 MK0800
 MK0800.The modeled gravity was interpolated from observed gravity values.
 MK0800
 MK0800;                    North         East    Units  Estimated Accuracy
 MK0800;SPC NE       -   155,290.      810,970.      MT  (+/- 180 meters Scaled)
 MK0800
 MK0800                          SUPERSEDED SURVEY CONTROL
 MK0800
 MK0800  NGVD 29 (??/??/92)  333.502  (m)         1094.16   (f) ADJ UNCH    2 0
 MK0800
 MK0800.Superseded values are not recommended for survey control.
 MK0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0800.See file dsdata.txt to determine how the superseded data were derived.
 MK0800
 MK0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL271613(NAD 83)
 MK0800_MARKER: DB = BENCH MARK DISK
 MK0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0800_STAMPING: F 301 1950
 MK0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0800+STABILITY: SURFACE MOTION
 MK0800
 MK0800  HISTORY     - Date     Condition        Report By
 MK0800  HISTORY     - 1950     MONUMENTED       CGS
 MK0800  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0800
 MK0800                          STATION DESCRIPTION
 MK0800
 MK0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0800'5 MI NW FROM GRETNA.
 MK0800'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0800'GRETNA, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK0800'0.3 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.4 MILES NORTH
 MK0800'ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 95 FEET NORTHWEST
 MK0800'OF THE NORTHWEST CORNER OF A SMALL BRIDGE ON THE NORTH AND
 MK0800'SOUTH ROAD, 82 FEET WEST OF THE CENTER LINE OF THE NORTH AND
 MK0800'SOUTH ROAD, 54 FEET WEST OF THE RIGHT OF WAY FENCE,
 MK0800'1.0 FOOT SOUTH OF AN EAST AND WEST FENCE, 2.3 FEET EAST OF A
 MK0800'WITNESS POST, ON THE EXTENDED CENTER LINE OF THE ROAD LEADING
 MK0800'EAST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 MK0800'FOOT ABOVE GROUND.
 MK0800
 MK0800                          STATION RECOVERY (1966)
 MK0800
 MK0800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0863 ***********************************************************************
 MK0863  DESIGNATION -  F 302 RESET
 MK0863  PID         -  MK0863
 MK0863  STATE/COUNTY-  NE/SAUNDERS
 MK0863  USGS QUAD   -  LESHARA (1968)
 MK0863
 MK0863                         *CURRENT SURVEY CONTROL
 MK0863  ___________________________________________________________________
 MK0863* NAD 83(1986)-  41 19 06.     (N)    096 24 37.     (W)     SCALED    
 MK0863* NAVD 88     -       354.39   (meters)    1162.7    (feet)  RESET     
 MK0863  ___________________________________________________________________
 MK0863  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 MK0863
 MK0863  VERT ORDER  -  THIRD
 MK0863
 MK0863.The horizontal coordinates were scaled from a topographic map and have
 MK0863.an estimated accuracy of +/- 6 seconds.
 MK0863
 MK0863.The orthometric height was computed from unverified reset data.
 MK0863
 MK0863.The geoid height was determined by GEOID03.
 MK0863
 MK0863;                    North         East    Units  Estimated Accuracy
 MK0863;SPC NE       -   171,110.      800,380.      MT  (+/- 180 meters Scaled)
 MK0863
 MK0863                          SUPERSEDED SURVEY CONTROL
 MK0863
 MK0863  NGVD 29 (??/??/??)  354.25   (m)         1162.2    (f) RESET       3  
 MK0863
 MK0863.Superseded values are not recommended for survey control.
 MK0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0863.See file dsdata.txt to determine how the superseded data were derived.
 MK0863
 MK0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL167773(NAD 83)
 MK0863_MARKER: DB = BENCH MARK DISK
 MK0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0863_SP_SET: BRIDGE SPAN
 MK0863_STAMPING: F 302 RESET 1957
 MK0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0863
 MK0863  HISTORY     - Date     Condition        Report By
 MK0863  HISTORY     - 1957     MONUMENTED       NEDR
 MK0863
 MK0863                          STATION DESCRIPTION
 MK0863
 MK0863'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK0863'1.9 MI SE FROM LESHARA.
 MK0863'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0863'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.9 MILE EAST
 MK0863'ALONG STATE HIGHWAY 64, SET IN THE TOP OF THE APPROACH SPAN,
 MK0863'1.0 FOOT EAST OF THE WEST END OF THE NEW BRIDGE OVER THE WEST
 MK0863'CHANNEL OF THE PLATTE RIVER, 14 FEET SOUTH OF THE CENTERLINE
 MK0863'OF THE ROADWAY AND LEVEL WITH THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0720 ***********************************************************************
 MK0720  DESIGNATION -  F 303
 MK0720  PID         -  MK0720
 MK0720  STATE/COUNTY-  NE/SAUNDERS
 MK0720  USGS QUAD   -  MEAD (1981)
 MK0720
 MK0720                         *CURRENT SURVEY CONTROL
 MK0720  ___________________________________________________________________
 MK0720* NAD 83(1986)-  41 14 51.     (N)    096 25 33.     (W)     SCALED    
 MK0720* NAVD 88     -       367.765  (meters)    1206.58   (feet)  ADJUSTED  
 MK0720  ___________________________________________________________________
 MK0720  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 MK0720  DYNAMIC HT  -         367.593 (meters)    1206.01  (feet)  COMP
 MK0720  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 MK0720
 MK0720  VERT ORDER  -  SECOND    CLASS 0
 MK0720
 MK0720.The horizontal coordinates were scaled from a topographic map and have
 MK0720.an estimated accuracy of +/- 6 seconds.
 MK0720
 MK0720.The orthometric height was determined by differential leveling
 MK0720.and adjusted by the National Geodetic Survey in June 1991..
 MK0720
 MK0720.The geoid height was determined by GEOID03.
 MK0720
 MK0720.The dynamic height is computed by dividing the NAVD 88
 MK0720.geopotential number by the normal gravity value computed on the
 MK0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0720.degrees latitude (g = 980.6199 gals.).
 MK0720
 MK0720.The modeled gravity was interpolated from observed gravity values.
 MK0720
 MK0720;                    North         East    Units  Estimated Accuracy
 MK0720;SPC NE       -   163,200.      799,400.      MT  (+/- 180 meters Scaled)
 MK0720
 MK0720                          SUPERSEDED SURVEY CONTROL
 MK0720
 MK0720  NGVD 29 (??/??/92)  367.626  (m)         1206.12   (f) ADJ UNCH    2 0
 MK0720
 MK0720.Superseded values are not recommended for survey control.
 MK0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0720.See file dsdata.txt to determine how the superseded data were derived.
 MK0720
 MK0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL156694(NAD 83)
 MK0720_MARKER: DB = BENCH MARK DISK
 MK0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0720_STAMPING: F 303 1950
 MK0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0720+STABILITY: SURFACE MOTION
 MK0720
 MK0720  HISTORY     - Date     Condition        Report By
 MK0720  HISTORY     - 1950     MONUMENTED       CGS
 MK0720
 MK0720                          STATION DESCRIPTION
 MK0720
 MK0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0720'1.8 MI NW FROM YUTAN.
 MK0720'0.1 MILE WEST ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK0720'RAILROAD STATION AT YUTAN, THENCE 0.3 MILE NORTH ALONG A
 MK0720'GRAVELED STREET, THENCE 1.45 MILES WEST ALONG A GRAVELED ROAD,
 MK0720'AT THE WILLIAM LORENZ FARMHOUSE WHICH IS ABOUT 250 FEET SOUTH
 MK0720'OF AN EAST AND WEST GRAVELED ROAD, 30 FEET EAST OF THE CENTER
 MK0720'LINE OF A GRAVELED ROAD LEADING SOUTH, 23 FEET NORTH OF THE
 MK0720'CENTER LINE OF A PRIVATE DRIVEWAY LEADING EAST TO THE FARMHOUSE,
 MK0720'4.0 FEET NORTHEAST OF A 32 INCH COTTONWOOD TREE, SET IN THE TOP
 MK0720'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1048 ***********************************************************************
 MK1048  DESIGNATION -  F 304
 MK1048  PID         -  MK1048
 MK1048  STATE/COUNTY-  NE/SAUNDERS
 MK1048  USGS QUAD   -  COLON (1969)
 MK1048
 MK1048                         *CURRENT SURVEY CONTROL
 MK1048  ___________________________________________________________________
 MK1048* NAD 83(1986)-  41 18 27.     (N)    096 31 18.     (W)     SCALED    
 MK1048* NAVD 88     -       397.564  (meters)    1304.34   (feet)  ADJUSTED  
 MK1048  ___________________________________________________________________
 MK1048  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 MK1048  DYNAMIC HT  -         397.375 (meters)    1303.72  (feet)  COMP
 MK1048  MODELED GRAV-     980,136.8   (mgal)                       NAVD 88
 MK1048
 MK1048  VERT ORDER  -  SECOND    CLASS 0
 MK1048
 MK1048.The horizontal coordinates were scaled from a topographic map and have
 MK1048.an estimated accuracy of +/- 6 seconds.
 MK1048
 MK1048.The orthometric height was determined by differential leveling
 MK1048.and adjusted by the National Geodetic Survey in June 1991..
 MK1048
 MK1048.The geoid height was determined by GEOID03.
 MK1048
 MK1048.The dynamic height is computed by dividing the NAVD 88
 MK1048.geopotential number by the normal gravity value computed on the
 MK1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1048.degrees latitude (g = 980.6199 gals.).
 MK1048
 MK1048.The modeled gravity was interpolated from observed gravity values.
 MK1048
 MK1048;                    North         East    Units  Estimated Accuracy
 MK1048;SPC NE       -   169,530.      791,110.      MT  (+/- 180 meters Scaled)
 MK1048
 MK1048                          SUPERSEDED SURVEY CONTROL
 MK1048
 MK1048  NGVD 29 (??/??/92)  397.412  (m)         1303.84   (f) ADJ UNCH    2 0
 MK1048
 MK1048.Superseded values are not recommended for survey control.
 MK1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1048.See file dsdata.txt to determine how the superseded data were derived.
 MK1048
 MK1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL074758(NAD 83)
 MK1048_MARKER: DB = BENCH MARK DISK
 MK1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1048_STAMPING: F 304 1950
 MK1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1048+STABILITY: SURFACE MOTION
 MK1048
 MK1048  HISTORY     - Date     Condition        Report By
 MK1048  HISTORY     - 1950     MONUMENTED       CGS
 MK1048
 MK1048                          STATION DESCRIPTION
 MK1048
 MK1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1048'5.3 MI E FROM COLON.
 MK1048'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO AND NORTH
 MK1048'WESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILE NORTH
 MK1048'ALONG STATE HIGHWAY 109, THENCE 4.2 MILES EAST ALONG STATE
 MK1048'HIGHWAY 64, 142 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MK1048'SOUTH ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MK1048'0.7 FOOT SOUTH OF A FENCE, 1.8 FEET WEST OF A WITNESS POST,
 MK1048'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MK1048'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0605 ***********************************************************************
 MK0605  DESIGNATION -  F 305 RESET
 MK0605  PID         -  MK0605
 MK0605  STATE/COUNTY-  NE/DOUGLAS
 MK0605  USGS QUAD   -  ARLINGTON (1968)
 MK0605
 MK0605                         *CURRENT SURVEY CONTROL
 MK0605  ___________________________________________________________________
 MK0605* NAD 83(1986)-  41 22 44.     (N)    096 18 40.     (W)     SCALED    
 MK0605* NAVD 88     -       347.60   (meters)    1140.4    (feet)  RESET     
 MK0605  ___________________________________________________________________
 MK0605  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 MK0605
 MK0605  VERT ORDER  -  THIRD
 MK0605
 MK0605.The horizontal coordinates were scaled from a topographic map and have
 MK0605.an estimated accuracy of +/- 6 seconds.
 MK0605
 MK0605.The orthometric height was computed from unverified reset data.
 MK0605
 MK0605.The geoid height was determined by GEOID03.
 MK0605
 MK0605;                    North         East    Units  Estimated Accuracy
 MK0605;SPC NE       -   178,180.      808,380.      MT  (+/- 180 meters Scaled)
 MK0605
 MK0605                          SUPERSEDED SURVEY CONTROL
 MK0605
 MK0605.No superseded survey control is available for this station.
 MK0605
 MK0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL248843(NAD 83)
 MK0605_MARKER: DB = BENCH MARK DISK
 MK0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0605_STAMPING: F 305 RESET 1970
 MK0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0605+STABILITY: SURFACE MOTION
 MK0605
 MK0605  HISTORY     - Date     Condition        Report By
 MK0605  HISTORY     - 1970     MONUMENTED       NGS
 MK0605
 MK0605                          STATION DESCRIPTION
 MK0605
 MK0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MK0605'2.8 MI W FROM ELK CITY.
 MK0605'ABOUT 0.55 MILE NORTH ALONG A SURFACE ROAD FROM THE CITY HALL
 MK0605'AT ELK CITY, THENCE 2.25 MILES WEST ALONG STATE HIGHWAY 36,
 MK0605'AT THE NORTHEAST ANGLE OF A CROSSROAD, 108 FEET NORTH OF THE
 MK0605'CENTER OF STATE HIGHWAY 36, 21 FEET EAST OF THE CENTER OF
 MK0605'A FARM DRIVEWAY, 1.5 FEET SOUTH OF A POWERLINE POLE, 1 FOOT
 MK0605'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND
 MK0605'CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0195 ***********************************************************************
 ML0195  DESIGNATION -  F 306
 ML0195  PID         -  ML0195
 ML0195  STATE/COUNTY-  NE/HOWARD
 ML0195  USGS QUAD   -  WOLBACH SW (1974)
 ML0195
 ML0195                         *CURRENT SURVEY CONTROL
 ML0195  ___________________________________________________________________
 ML0195* NAD 83(1986)-  41 16 17.     (N)    098 26 27.     (W)     SCALED    
 ML0195* NAVD 88     -       549.089  (meters)    1801.47   (feet)  ADJUSTED  
 ML0195  ___________________________________________________________________
 ML0195  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 ML0195  DYNAMIC HT  -         548.815 (meters)    1800.57  (feet)  COMP
 ML0195  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 ML0195
 ML0195  VERT ORDER  -  SECOND    CLASS 0
 ML0195
 ML0195.The horizontal coordinates were scaled from a topographic map and have
 ML0195.an estimated accuracy of +/- 6 seconds.
 ML0195
 ML0195.The orthometric height was determined by differential leveling
 ML0195.and adjusted by the National Geodetic Survey in June 1991..
 ML0195
 ML0195.The geoid height was determined by GEOID03.
 ML0195
 ML0195.The dynamic height is computed by dividing the NAVD 88
 ML0195.geopotential number by the normal gravity value computed on the
 ML0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0195.degrees latitude (g = 980.6199 gals.).
 ML0195
 ML0195.The modeled gravity was interpolated from observed gravity values.
 ML0195
 ML0195;                    North         East    Units  Estimated Accuracy
 ML0195;SPC NE       -   160,840.      630,590.      MT  (+/- 180 meters Scaled)
 ML0195
 ML0195                          SUPERSEDED SURVEY CONTROL
 ML0195
 ML0195  NGVD 29 (??/??/92)  548.847  (m)         1800.68   (f) ADJ UNCH    2 0
 ML0195
 ML0195.Superseded values are not recommended for survey control.
 ML0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0195.See file dsdata.txt to determine how the superseded data were derived.
 ML0195
 ML0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL468690(NAD 83)
 ML0195_MARKER: DB = BENCH MARK DISK
 ML0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0195_STAMPING: F 306 1950
 ML0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0195+STABILITY: SURFACE MOTION
 ML0195
 ML0195  HISTORY     - Date     Condition        Report By
 ML0195  HISTORY     - 1950     MONUMENTED       CGS
 ML0195
 ML0195                          STATION DESCRIPTION
 ML0195
 ML0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0195'4.9 MI N FROM ST PAUL.
 ML0195'0.3 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT ST.
 ML0195'PAUL, THENCE 4.1 MILES NORTH ALONG U.S. HIGHWAY 281, THENCE 0.5
 ML0195'MILE EAST ALONG STATE HIGHWAY 96, 82 FEET NORTH OF THE CENTER
 ML0195'LINE OF THE HIGHWAY, 4.0 FEET NORTH OF A POWER POLE, 8 FEET
 ML0195'WEST OF THE CENTER LINE OF A FIELD ROAD, 0.7 FOOT EAST OF A
 ML0195'FENCE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0195'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0231 ***********************************************************************
 ML0231  DESIGNATION -  F 307
 ML0231  PID         -  ML0231
 ML0231  STATE/COUNTY-  NE/NANCE
 ML0231  USGS QUAD   -  BELGRADE SW (1955)
 ML0231
 ML0231                         *CURRENT SURVEY CONTROL
 ML0231  ___________________________________________________________________
 ML0231* NAD 83(1986)-  41 18 28.     (N)    098 08 01.     (W)     SCALED    
 ML0231* NAVD 88     -       523.264  (meters)    1716.74   (feet)  ADJUSTED  
 ML0231  ___________________________________________________________________
 ML0231  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 ML0231  DYNAMIC HT  -         523.016 (meters)    1715.93  (feet)  COMP
 ML0231  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 ML0231
 ML0231  VERT ORDER  -  SECOND    CLASS 0
 ML0231
 ML0231.The horizontal coordinates were scaled from a topographic map and have
 ML0231.an estimated accuracy of +/- 6 seconds.
 ML0231
 ML0231.The orthometric height was determined by differential leveling
 ML0231.and adjusted by the National Geodetic Survey in June 1991..
 ML0231
 ML0231.The geoid height was determined by GEOID03.
 ML0231
 ML0231.The dynamic height is computed by dividing the NAVD 88
 ML0231.geopotential number by the normal gravity value computed on the
 ML0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0231.degrees latitude (g = 980.6199 gals.).
 ML0231
 ML0231.The modeled gravity was interpolated from observed gravity values.
 ML0231
 ML0231;                    North         East    Units  Estimated Accuracy
 ML0231;SPC NE       -   165,390.      656,230.      MT  (+/- 180 meters Scaled)
 ML0231
 ML0231                          SUPERSEDED SURVEY CONTROL
 ML0231
 ML0231  NGVD 29 (??/??/92)  523.040  (m)         1716.01   (f) ADJ UNCH    2 0
 ML0231
 ML0231.Superseded values are not recommended for survey control.
 ML0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0231.See file dsdata.txt to determine how the superseded data were derived.
 ML0231
 ML0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL725732(NAD 83)
 ML0231_MARKER: DB = BENCH MARK DISK
 ML0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0231_STAMPING: F 307 1950
 ML0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0231+STABILITY: SURFACE MOTION
 ML0231
 ML0231  HISTORY     - Date     Condition        Report By
 ML0231  HISTORY     - 1950     MONUMENTED       CGS
 ML0231
 ML0231                          STATION DESCRIPTION
 ML0231
 ML0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0231'11.8 MI SW FROM FULLERTON.
 ML0231'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0231'FULLERTON, THENCE 10.6 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0231'0.1 MILE EAST OF A FARMHOUSE WHICH IS ON THE NORTH SIDE OF
 ML0231'THE ROAD, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET
 ML0231'WEST OF THE CENTER OF A WIRE GATE, 4.5 FEET WEST OF A POWER
 ML0231'POLE, 1 FOOT NORTH OF A FENCE, 3.5 FEET EAST OF A WITNESS POST,
 ML0231'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0231'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1581 ***********************************************************************
 MK1581  DESIGNATION -  F 308
 MK1581  PID         -  MK1581
 MK1581  STATE/COUNTY-  NE/NANCE
 MK1581  USGS QUAD   -  FULLERTON NE (1958)
 MK1581
 MK1581                         *CURRENT SURVEY CONTROL
 MK1581  ___________________________________________________________________
 MK1581* NAD 83(1986)-  41 25 25.     (N)    097 45 47.     (W)     SCALED    
 MK1581* NAVD 88     -       479.200  (meters)    1572.18   (feet)  ADJUSTED  
 MK1581  ___________________________________________________________________
 MK1581  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 MK1581  DYNAMIC HT  -         478.976 (meters)    1571.44  (feet)  COMP
 MK1581  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 MK1581
 MK1581  VERT ORDER  -  SECOND    CLASS 0
 MK1581
 MK1581.The horizontal coordinates were scaled from a topographic map and have
 MK1581.an estimated accuracy of +/- 6 seconds.
 MK1581
 MK1581.The orthometric height was determined by differential leveling
 MK1581.and adjusted by the National Geodetic Survey in June 1991..
 MK1581
 MK1581.The geoid height was determined by GEOID03.
 MK1581
 MK1581.The dynamic height is computed by dividing the NAVD 88
 MK1581.geopotential number by the normal gravity value computed on the
 MK1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1581.degrees latitude (g = 980.6199 gals.).
 MK1581
 MK1581.The modeled gravity was interpolated from observed gravity values.
 MK1581
 MK1581;                    North         East    Units  Estimated Accuracy
 MK1581;SPC NE       -   178,980.      686,910.      MT  (+/- 180 meters Scaled)
 MK1581
 MK1581                          SUPERSEDED SURVEY CONTROL
 MK1581
 MK1581  NGVD 29 (??/??/92)  478.990  (m)         1571.49   (f) ADJ UNCH    2 0
 MK1581
 MK1581.Superseded values are not recommended for survey control.
 MK1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1581.See file dsdata.txt to determine how the superseded data were derived.
 MK1581
 MK1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL033865(NAD 83)
 MK1581_MARKER: DB = BENCH MARK DISK
 MK1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1581_STAMPING: F 308 1950
 MK1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1581+STABILITY: SURFACE MOTION
 MK1581
 MK1581  HISTORY     - Date     Condition        Report By
 MK1581  HISTORY     - 1950     MONUMENTED       CGS
 MK1581
 MK1581                          STATION DESCRIPTION
 MK1581
 MK1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1581'2.8 MI SW FROM GENOA.
 MK1581'2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1581'AT GENOA, AT A JUNCTION OF THE HIGHWAY AND A PRIVATE DRIVEWAY
 MK1581'LEADING WEST, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MK1581'HIGHWAY, 10 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE
 MK1581'PRIVATE DRIVEWAY, 45 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MK1581'UNION PACIFIC RAILROAD, 14 FEET SOUTHWEST OF THE CENTER OF A
 MK1581'GATE, 2 FEET SOUTHEAST OF A FENCE, 1.5 FEET NORTHEAST OF A
 MK1581'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1581'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1410 ***********************************************************************
 MK1410  DESIGNATION -  F 309
 MK1410  PID         -  MK1410
 MK1410  STATE/COUNTY-  NE/NANCE
 MK1410  USGS QUAD   -  FULLERTON NE (1958)
 MK1410
 MK1410                         *CURRENT SURVEY CONTROL
 MK1410  ___________________________________________________________________
 MK1410* NAD 83(1986)-  41 28 59.     (N)    097 46 32.     (W)     SCALED    
 MK1410* NAVD 88     -       490.738  (meters)    1610.03   (feet)  ADJUSTED  
 MK1410  ___________________________________________________________________
 MK1410  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 MK1410  DYNAMIC HT  -         490.511 (meters)    1609.28  (feet)  COMP
 MK1410  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 MK1410
 MK1410  VERT ORDER  -  SECOND    CLASS 0
 MK1410
 MK1410.The horizontal coordinates were scaled from a topographic map and have
 MK1410.an estimated accuracy of +/- 6 seconds.
 MK1410
 MK1410.The orthometric height was determined by differential leveling
 MK1410.and adjusted by the National Geodetic Survey in June 1991..
 MK1410
 MK1410.The geoid height was determined by GEOID03.
 MK1410
 MK1410.The dynamic height is computed by dividing the NAVD 88
 MK1410.geopotential number by the normal gravity value computed on the
 MK1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1410.degrees latitude (g = 980.6199 gals.).
 MK1410
 MK1410.The modeled gravity was interpolated from observed gravity values.
 MK1410
 MK1410;                    North         East    Units  Estimated Accuracy
 MK1410;SPC NE       -   185,550.      685,700.      MT  (+/- 180 meters Scaled)
 MK1410
 MK1410                          SUPERSEDED SURVEY CONTROL
 MK1410
 MK1410  NGVD 29 (??/??/92)  490.527  (m)         1609.34   (f) ADJ UNCH    2 0
 MK1410
 MK1410.Superseded values are not recommended for survey control.
 MK1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1410.See file dsdata.txt to determine how the superseded data were derived.
 MK1410
 MK1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL022931(NAD 83)
 MK1410_MARKER: DB = BENCH MARK DISK
 MK1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1410_STAMPING: F 309 1950
 MK1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1410+STABILITY: SURFACE MOTION
 MK1410
 MK1410  HISTORY     - Date     Condition        Report By
 MK1410  HISTORY     - 1950     MONUMENTED       CGS
 MK1410
 MK1410                          STATION DESCRIPTION
 MK1410
 MK1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1410'3.6 MI NW FROM GENOA.
 MK1410'0.6 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1410'GENOA, THENCE 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 39, BETWEEN
 MK1410'THE HIGHWAY AND THE UNION PACIFIC RAILROAD, 54 FEET SOUTHWEST
 MK1410'OF THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTHEAST OF THE
 MK1410'NORTHEAST RAIL OF THE RAILROAD, 3 FEET NORTHWEST OF THE 2ND
 MK1410'POLE SOUTHEAST OF MILEPOST 15, 2 FEET NORTHWEST OF A WITNESS
 MK1410'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MK1410'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0122 ***********************************************************************
 ML0122  DESIGNATION -  F 310
 ML0122  PID         -  ML0122
 ML0122  STATE/COUNTY-  NE/WHEELER
 ML0122  USGS QUAD   -  SPALDING NW (1985)
 ML0122
 ML0122                         *CURRENT SURVEY CONTROL
 ML0122  ___________________________________________________________________
 ML0122* NAD 83(1986)-  41 44 28.     (N)    098 28 10.     (W)     SCALED    
 ML0122* NAVD 88     -       607.948  (meters)    1994.58   (feet)  ADJUSTED  
 ML0122  ___________________________________________________________________
 ML0122  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 ML0122  DYNAMIC HT  -         607.662 (meters)    1993.64  (feet)  COMP
 ML0122  MODELED GRAV-     980,133.2   (mgal)                       NAVD 88
 ML0122
 ML0122  VERT ORDER  -  SECOND    CLASS 0
 ML0122
 ML0122.The horizontal coordinates were scaled from a topographic map and have
 ML0122.an estimated accuracy of +/- 6 seconds.
 ML0122
 ML0122.The orthometric height was determined by differential leveling
 ML0122.and adjusted by the National Geodetic Survey in June 1991..
 ML0122
 ML0122.The geoid height was determined by GEOID03.
 ML0122
 ML0122.The dynamic height is computed by dividing the NAVD 88
 ML0122.geopotential number by the normal gravity value computed on the
 ML0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0122.degrees latitude (g = 980.6199 gals.).
 ML0122
 ML0122.The modeled gravity was interpolated from observed gravity values.
 ML0122
 ML0122;                    North         East    Units  Estimated Accuracy
 ML0122;SPC NE       -   212,940.      627,270.      MT  (+/- 180 meters Scaled)
 ML0122
 ML0122                          SUPERSEDED SURVEY CONTROL
 ML0122
 ML0122  NGVD 29 (??/??/92)  607.708  (m)         1993.79   (f) ADJ UNCH    2 0
 ML0122
 ML0122.Superseded values are not recommended for survey control.
 ML0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0122.See file dsdata.txt to determine how the superseded data were derived.
 ML0122
 ML0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM441211(NAD 83)
 ML0122_MARKER: DB = BENCH MARK DISK
 ML0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0122_STAMPING: F 310 1950
 ML0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0122+STABILITY: SURFACE MOTION
 ML0122
 ML0122  HISTORY     - Date     Condition        Report By
 ML0122  HISTORY     - 1950     MONUMENTED       CGS
 ML0122
 ML0122                          STATION DESCRIPTION
 ML0122
 ML0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0122'8.3 MI NW FROM SPALDING.
 ML0122'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0122'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE
 ML0122'NORTH ALONG A GRAVELED ROAD, THENCE 2.2 MILES NORTHWEST ALONG
 ML0122'A SAND ROAD, AT A T ROAD JUNCTION, 149 FEET NORTH OF THE
 ML0122'CENTER LINE OF AN EAST AND WEST ROAD, 64 FEET WEST OF TELEPHONE
 ML0122'POLE 8, ALONG THE GREELEY - WHEELER COUNTY LINE, 28 FEET
 ML0122'WEST OF THE CENTER LINE OF A ROAD LEADING NORTH, 1.5 FEET
 ML0122'EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 ML0122'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1670 ***********************************************************************
 MK1670  DESIGNATION -  F 311
 MK1670  PID         -  MK1670
 MK1670  STATE/COUNTY-  NE/BOONE
 MK1670  USGS QUAD   -  CLOSTER SE (1985)
 MK1670
 MK1670                         *CURRENT SURVEY CONTROL
 MK1670  ___________________________________________________________________
 MK1670* NAD 83(1986)-  41 47 49.     (N)    097 49 58.     (W)     SCALED    
 MK1670* NAVD 88     -       533.605  (meters)    1750.67   (feet)  ADJUSTED  
 MK1670  ___________________________________________________________________
 MK1670  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 MK1670  DYNAMIC HT  -         533.385 (meters)    1749.95  (feet)  COMP
 MK1670  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 MK1670
 MK1670  VERT ORDER  -  SECOND    CLASS 0
 MK1670
 MK1670.The horizontal coordinates were scaled from a topographic map and have
 MK1670.an estimated accuracy of +/- 6 seconds.
 MK1670
 MK1670.The orthometric height was determined by differential leveling
 MK1670.and adjusted by the National Geodetic Survey in June 1991..
 MK1670
 MK1670.The geoid height was determined by GEOID03.
 MK1670
 MK1670.The dynamic height is computed by dividing the NAVD 88
 MK1670.geopotential number by the normal gravity value computed on the
 MK1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1670.degrees latitude (g = 980.6199 gals.).
 MK1670
 MK1670.The modeled gravity was interpolated from observed gravity values.
 MK1670
 MK1670;                    North         East    Units  Estimated Accuracy
 MK1670;SPC NE       -   220,270.      680,050.      MT  (+/- 180 meters Scaled)
 MK1670
 MK1670                          SUPERSEDED SURVEY CONTROL
 MK1670
 MK1670  NGVD 29 (??/??/92)  533.402  (m)         1750.00   (f) ADJ UNCH    2 0
 MK1670
 MK1670.Superseded values are not recommended for survey control.
 MK1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1670.See file dsdata.txt to determine how the superseded data were derived.
 MK1670
 MK1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM969278(NAD 83)
 MK1670_MARKER: DB = BENCH MARK DISK
 MK1670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1670_SP_SET: BRIDGE ABUTMENT
 MK1670_STAMPING: F 311 1950
 MK1670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1670
 MK1670  HISTORY     - Date     Condition        Report By
 MK1670  HISTORY     - 1950     MONUMENTED       CGS
 MK1670
 MK1670                          STATION DESCRIPTION
 MK1670
 MK1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1670'6.2 MI NW FROM NEWMAN GROVE.
 MK1670'3.0 MILES WEST ALONG STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1670'LUTHERAN CHURCH AT NEWMAN GROVE, THENCE 3.25 MILES NORTH ALONG A
 MK1670'GRAVELED ROAD, 11 FEET WEST OF THE CENTER LINE OF THE ROAD, LEVEL
 MK1670'WITH THE ROAD, SET IN THE TOP OF THE WEST END OF THE NORTH
 MK1670'ABUTMENT OF A STEEL BRIDGE OVER NORTH SHELL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0052 ***********************************************************************
 ML0052  DESIGNATION -  F 312
 ML0052  PID         -  ML0052
 ML0052  STATE/COUNTY-  NE/BOONE
 ML0052  USGS QUAD   -  PETERSBURG (1985)
 ML0052
 ML0052                         *CURRENT SURVEY CONTROL
 ML0052  ___________________________________________________________________
 ML0052* NAD 83(1986)-  41 51 01.     (N)    098 00 13.     (W)     SCALED    
 ML0052* NAVD 88     -       632.659  (meters)    2075.65   (feet)  ADJUSTED  
 ML0052  ___________________________________________________________________
 ML0052  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 ML0052  DYNAMIC HT  -         632.383 (meters)    2074.74  (feet)  COMP
 ML0052  MODELED GRAV-     980,165.3   (mgal)                       NAVD 88
 ML0052
 ML0052  VERT ORDER  -  SECOND    CLASS 0
 ML0052
 ML0052.The horizontal coordinates were scaled from a topographic map and have
 ML0052.an estimated accuracy of +/- 6 seconds.
 ML0052
 ML0052.The orthometric height was determined by differential leveling
 ML0052.and adjusted by the National Geodetic Survey in June 1991..
 ML0052
 ML0052.The geoid height was determined by GEOID03.
 ML0052
 ML0052.The dynamic height is computed by dividing the NAVD 88
 ML0052.geopotential number by the normal gravity value computed on the
 ML0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0052.degrees latitude (g = 980.6199 gals.).
 ML0052
 ML0052.The modeled gravity was interpolated from observed gravity values.
 ML0052
 ML0052;                    North         East    Units  Estimated Accuracy
 ML0052;SPC NE       -   225,850.      665,720.      MT  (+/- 180 meters Scaled)
 ML0052
 ML0052                          SUPERSEDED SURVEY CONTROL
 ML0052
 ML0052  NGVD 29 (??/??/92)  632.433  (m)         2074.91   (f) ADJ UNCH    2 0
 ML0052
 ML0052.Superseded values are not recommended for survey control.
 ML0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0052.See file dsdata.txt to determine how the superseded data were derived.
 ML0052
 ML0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM827336(NAD 83)
 ML0052_MARKER: DB = BENCH MARK DISK
 ML0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0052_STAMPING: F 312 1950
 ML0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0052+STABILITY: SURFACE MOTION
 ML0052
 ML0052  HISTORY     - Date     Condition        Report By
 ML0052  HISTORY     - 1950     MONUMENTED       CGS
 ML0052  HISTORY     - 1972     GOOD             NGS
 ML0052
 ML0052                          STATION DESCRIPTION
 ML0052
 ML0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 ML0052'4 MI E FROM PETERSBURG.
 ML0052'TO REACH FROM THE PETERSBURG SCHOOL IN PETERSBURG, GO EAST ON
 ML0052'HIGHWAY 32 FOR 4.05 MILES TO A DRIVEWAY TO A FARM ON THE RIGHT
 ML0052'AND THE BENCH MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 ML0052'IT IS A STANDARD BENCH MARK DISK STAMPED F 312 1950, SET IN THE TOP
 ML0052'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 ML0052'GROUND SURFACE.  IT IS 60 FEET EAST OF THE CENTER OF THE DRIVEWAY,
 ML0052'6.5 FEET EAST-NORTHEAST OF A POWER POLE AND 1 FOOT WEST OF A METAL
 ML0052'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1313 ***********************************************************************
 NM1313  DESIGNATION -  F 313
 NM1313  PID         -  NM1313
 NM1313  STATE/COUNTY-  NE/ANTELOPE
 NM1313  USGS QUAD   -  OAKDALE (1963)
 NM1313
 NM1313                         *CURRENT SURVEY CONTROL
 NM1313  ___________________________________________________________________
 NM1313* NAD 83(1986)-  42 03 12.     (N)    097 56 24.     (W)     SCALED    
 NM1313* NAVD 88     -       540.683  (meters)    1773.89   (feet)  ADJUSTED  
 NM1313  ___________________________________________________________________
 NM1313  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 NM1313  DYNAMIC HT  -         540.467 (meters)    1773.18  (feet)  COMP
 NM1313  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 NM1313
 NM1313  VERT ORDER  -  SECOND    CLASS 0
 NM1313
 NM1313.The horizontal coordinates were scaled from a topographic map and have
 NM1313.an estimated accuracy of +/- 6 seconds.
 NM1313
 NM1313.The orthometric height was determined by differential leveling
 NM1313.and adjusted by the National Geodetic Survey in June 1991..
 NM1313
 NM1313.The geoid height was determined by GEOID03.
 NM1313
 NM1313.The dynamic height is computed by dividing the NAVD 88
 NM1313.geopotential number by the normal gravity value computed on the
 NM1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1313.degrees latitude (g = 980.6199 gals.).
 NM1313
 NM1313.The modeled gravity was interpolated from observed gravity values.
 NM1313
 NM1313;                    North         East    Units  Estimated Accuracy
 NM1313;SPC NE       -   248,510.      670,460.      MT  (+/- 180 meters Scaled)
 NM1313
 NM1313                          SUPERSEDED SURVEY CONTROL
 NM1313
 NM1313  NGVD 29 (??/??/92)  540.478  (m)         1773.22   (f) ADJ UNCH    2 0
 NM1313
 NM1313.Superseded values are not recommended for survey control.
 NM1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1313.See file dsdata.txt to determine how the superseded data were derived.
 NM1313
 NM1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM877562(NAD 83)
 NM1313_MARKER: DB = BENCH MARK DISK
 NM1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1313_STAMPING: F 313 1950
 NM1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1313+STABILITY: SURFACE MOTION
 NM1313
 NM1313  HISTORY     - Date     Condition        Report By
 NM1313  HISTORY     - 1950     MONUMENTED       CGS
 NM1313
 NM1313                          STATION DESCRIPTION
 NM1313
 NM1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1313'2.3 MI SE FROM OAKDALE.
 NM1313'0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NM1313'THE STATION AT OAKDALE, THENCE 0.3 MILE SOUTH ALONG A GRAVELED
 NM1313'ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.8
 NM1313'MILE SOUTH ALONG A SAND ROAD, AT THE WAGNER AIRPORT, AT THE
 NM1313'NORTHWEST END OF THE NORTHWEST AND SOUTHEAST RUNWAY, 200 FEET
 NM1313'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 94 FEET
 NM1313'NORTHEAST OF THE CENTER LINE OF A ROAD LEADING SOUTHEAST ACROSS
 NM1313'A FIELD TO THE HANGAR, 1 FOOT SOUTH OF A FENCE, 2.4 FEET
 NM1313'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NM1313'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0941 ***********************************************************************
 ML0941  DESIGNATION -  F 314
 ML0941  PID         -  ML0941
 ML0941  STATE/COUNTY-  NE/BLAINE
 ML0941  USGS QUAD   -  BREWSTER NW (1978)
 ML0941
 ML0941                         *CURRENT SURVEY CONTROL
 ML0941  ___________________________________________________________________
 ML0941* NAD 83(1986)-  41 54 45.     (N)    099 55 04.     (W)     SCALED    
 ML0941* NAVD 88     -       785.447  (meters)    2576.92   (feet)  ADJUSTED  
 ML0941  ___________________________________________________________________
 ML0941  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 ML0941  DYNAMIC HT  -         785.065 (meters)    2575.67  (feet)  COMP
 ML0941  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 ML0941
 ML0941  VERT ORDER  -  SECOND    CLASS 0
 ML0941
 ML0941.The horizontal coordinates were scaled from a topographic map and have
 ML0941.an estimated accuracy of +/- 6 seconds.
 ML0941
 ML0941.The orthometric height was determined by differential leveling
 ML0941.and adjusted by the National Geodetic Survey in June 1991..
 ML0941
 ML0941.The geoid height was determined by GEOID03.
 ML0941
 ML0941.The dynamic height is computed by dividing the NAVD 88
 ML0941.geopotential number by the normal gravity value computed on the
 ML0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0941.degrees latitude (g = 980.6199 gals.).
 ML0941
 ML0941.The modeled gravity was interpolated from observed gravity values.
 ML0941
 ML0941;                    North         East    Units  Estimated Accuracy
 ML0941;SPC NE       -   230,850.      506,820.      MT  (+/- 180 meters Scaled)
 ML0941
 ML0941                          SUPERSEDED SURVEY CONTROL
 ML0941
 ML0941  NGVD 29 (??/??/92)  785.163  (m)         2575.99   (f) ADJ UNCH    2 0
 ML0941
 ML0941.Superseded values are not recommended for survey control.
 ML0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0941.See file dsdata.txt to determine how the superseded data were derived.
 ML0941
 ML0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM238404(NAD 83)
 ML0941_MARKER: DB = BENCH MARK DISK
 ML0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0941_STAMPING: F 314 1950
 ML0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0941+STABILITY: SURFACE MOTION
 ML0941
 ML0941  HISTORY     - Date     Condition        Report By
 ML0941  HISTORY     - 1950     MONUMENTED       CGS
 ML0941
 ML0941                          STATION DESCRIPTION
 ML0941
 ML0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0941'3.8 MI SW FROM BREWSTER.
 ML0941'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 ML0941'AT BREWSTER, THENCE 0.4 MILE SOUTHEAST ALONG A WINDING SAND
 ML0941'ROAD, JUST SOUTHEAST OF A CATTLE SHED, AT A GATE, 54 FEET EAST
 ML0941'OF THE CENTER OF A GATE, IN LINE WITH A NORTH AND SOUTH
 ML0941'FENCE, 4.8 FEET SOUTH OF A FENCE CORNER, 1.3 FEET SOUTHWEST OF
 ML0941'A FENCE, 1.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 ML0941'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0605 ***********************************************************************
 LH0605  DESIGNATION -  F 315
 LH0605  PID         -  LH0605
 LH0605  STATE/COUNTY-  NE/DAWSON
 LH0605  USGS QUAD   -  MILLER (1962)
 LH0605
 LH0605                         *CURRENT SURVEY CONTROL
 LH0605  ___________________________________________________________________
 LH0605* NAD 83(1986)-  40 56 24.     (N)    099 26 26.     (W)     SCALED    
 LH0605* NAVD 88     -       714.645  (meters)    2344.63   (feet)  ADJUSTED  
 LH0605  ___________________________________________________________________
 LH0605  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 LH0605  DYNAMIC HT  -         714.244 (meters)    2343.32  (feet)  COMP
 LH0605  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 LH0605
 LH0605  VERT ORDER  -  SECOND    CLASS 0
 LH0605
 LH0605.The horizontal coordinates were scaled from a topographic map and have
 LH0605.an estimated accuracy of +/- 6 seconds.
 LH0605
 LH0605.The orthometric height was determined by differential leveling
 LH0605.and adjusted by the National Geodetic Survey in June 1991..
 LH0605
 LH0605.The geoid height was determined by GEOID03.
 LH0605
 LH0605.The dynamic height is computed by dividing the NAVD 88
 LH0605.geopotential number by the normal gravity value computed on the
 LH0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0605.degrees latitude (g = 980.6199 gals.).
 LH0605
 LH0605.The modeled gravity was interpolated from observed gravity values.
 LH0605
 LH0605;                    North         East    Units  Estimated Accuracy
 LH0605;SPC NE       -   123,020.      547,100.      MT  (+/- 180 meters Scaled)
 LH0605
 LH0605                          SUPERSEDED SURVEY CONTROL
 LH0605
 LH0605  NGVD 29 (??/??/92)  714.384  (m)         2343.77   (f) ADJ UNCH    2 0
 LH0605
 LH0605.Superseded values are not recommended for survey control.
 LH0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0605.See file dsdata.txt to determine how the superseded data were derived.
 LH0605
 LH0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML629321(NAD 83)
 LH0605_MARKER: DB = BENCH MARK DISK
 LH0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0605_STAMPING: F 315 1950
 LH0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0605+STABILITY: SURFACE MOTION
 LH0605
 LH0605  HISTORY     - Date     Condition        Report By
 LH0605  HISTORY     - 1950     MONUMENTED       CGS
 LH0605  HISTORY     - 1983     GOOD             LOCSUR
 LH0605
 LH0605                          STATION DESCRIPTION
 LH0605
 LH0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0605'2.6 MI W FROM MILLER.
 LH0605'2.6 MILES WEST ALONG NEBRASKA STATE HIGHWAY 40 FROM THE UNION
 LH0605'PACIFIC RAILWAY STATION AT MILLER, AT A PRIVATE ROAD CROSSING,
 LH0605'THREE POLES EAST OF MILEPOST 29, 132 FEET NORTH OF THE CENTER
 LH0605'LINE OF NEBRASKA STATE HIGHWAY 40, 58 FEET WEST OF THE CENTER
 LH0605'LINE OF A PRIVATE DRIVE LEADING NORTH, 47 FEET NORTH OF THE
 LH0605'NORTH RAIL OF THE TRACK, 5.0 FEET EAST OF A TELEPHONE POLE, 2.0
 LH0605'FEET SOUTH OF A RIGHT OF WAY FENCE, 1.4 FEET WEST OF A REFERENCE
 LH0605'POST, AND SET IN THE TOP OF A 5 FOOT CONCRETE POST PROJECTING
 LH0605'0.7 FOOT ABOVE THE GROUND.
 LH0605
 LH0605                          STATION RECOVERY (1983)
 LH0605
 LH0605'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0825 ***********************************************************************
 ML0825  DESIGNATION -  F 316
 ML0825  PID         -  ML0825
 ML0825  STATE/COUNTY-  NE/DAWSON
 ML0825  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0825
 ML0825                         *CURRENT SURVEY CONTROL
 ML0825  ___________________________________________________________________
 ML0825* NAD 83(1986)-  41 00 52.     (N)    099 43 28.     (W)     SCALED    
 ML0825* NAVD 88     -       769.100  (meters)    2523.29   (feet)  ADJUSTED  
 ML0825  ___________________________________________________________________
 ML0825  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 ML0825  DYNAMIC HT  -         768.654 (meters)    2521.83  (feet)  COMP
 ML0825  MODELED GRAV-     980,018.7   (mgal)                       NAVD 88
 ML0825
 ML0825  VERT ORDER  -  SECOND    CLASS 0
 ML0825
 ML0825.The horizontal coordinates were scaled from a topographic map and have
 ML0825.an estimated accuracy of +/- 6 seconds.
 ML0825
 ML0825.The orthometric height was determined by differential leveling
 ML0825.and adjusted by the National Geodetic Survey in June 1991..
 ML0825
 ML0825.The geoid height was determined by GEOID03.
 ML0825
 ML0825.The dynamic height is computed by dividing the NAVD 88
 ML0825.geopotential number by the normal gravity value computed on the
 ML0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0825.degrees latitude (g = 980.6199 gals.).
 ML0825
 ML0825.The modeled gravity was interpolated from observed gravity values.
 ML0825
 ML0825;                    North         East    Units  Estimated Accuracy
 ML0825;SPC NE       -   131,170.      523,170.      MT  (+/- 180 meters Scaled)
 ML0825
 ML0825                          SUPERSEDED SURVEY CONTROL
 ML0825
 ML0825  NGVD 29 (??/??/92)  768.802  (m)         2522.31   (f) ADJ UNCH    2 0
 ML0825
 ML0825.Superseded values are not recommended for survey control.
 ML0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0825.See file dsdata.txt to determine how the superseded data were derived.
 ML0825
 ML0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML390406(NAD 83)
 ML0825_MARKER: DB = BENCH MARK DISK
 ML0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0825_STAMPING: F 316 1950
 ML0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0825+STABILITY: SURFACE MOTION
 ML0825
 ML0825  HISTORY     - Date     Condition        Report By
 ML0825  HISTORY     - 1950     MONUMENTED       CGS
 ML0825
 ML0825                          STATION DESCRIPTION
 ML0825
 ML0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0825'6.2 MI SW FROM EDDYVILLE.
 ML0825'0.5 MILE SOUTH ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0825'POST OFFICE AT EDDYVILLE, THENCE 2.5 MILES WEST ALONG A GRAVELED
 ML0825'ROAD, THENCE 0.2 MILE NORTH ALONG A GRADED DIRT, THENCE 3.05
 ML0825'MILES NORTHWEST ALONG A GRADED DIRT ROAD, 92 YARDS (PACED)
 ML0825'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE,
 ML0825'41 FEET NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 8.4
 ML0825'FEET NORTHEAST OF THE NORTHEAST GATE POST WHICH IS THE
 ML0825'ENTRANCE TO ALFALFA FIELD, 1.5 FEET NORTHWEST OF A FENCE LINE,
 ML0825'1.5 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 ML0825'5.5 FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0065 ***********************************************************************
 MM0065  DESIGNATION -  F 317
 MM0065  PID         -  MM0065
 MM0065  STATE/COUNTY-  NE/CUSTER
 MM0065  USGS QUAD   -  DAVENPORT TABLE (1972)
 MM0065
 MM0065                         *CURRENT SURVEY CONTROL
 MM0065  ___________________________________________________________________
 MM0065* NAD 83(1986)-  41 23 22.     (N)    100 05 34.     (W)     SCALED    
 MM0065* NAVD 88     -       836.937  (meters)    2745.85   (feet)  ADJUSTED  
 MM0065  ___________________________________________________________________
 MM0065  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 MM0065  DYNAMIC HT  -         836.481 (meters)    2744.35  (feet)  COMP
 MM0065  MODELED GRAV-     980,050.7   (mgal)                       NAVD 88
 MM0065
 MM0065  VERT ORDER  -  SECOND    CLASS 0
 MM0065
 MM0065.The horizontal coordinates were scaled from a topographic map and have
 MM0065.an estimated accuracy of +/- 6 seconds.
 MM0065
 MM0065.The orthometric height was determined by differential leveling
 MM0065.and adjusted by the National Geodetic Survey in June 1991..
 MM0065
 MM0065.The geoid height was determined by GEOID03.
 MM0065
 MM0065.The dynamic height is computed by dividing the NAVD 88
 MM0065.geopotential number by the normal gravity value computed on the
 MM0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0065.degrees latitude (g = 980.6199 gals.).
 MM0065
 MM0065.The modeled gravity was interpolated from observed gravity values.
 MM0065
 MM0065;                    North         East    Units  Estimated Accuracy
 MM0065;SPC NE       -   172,770.      492,240.      MT  (+/- 180 meters Scaled)
 MM0065
 MM0065                          SUPERSEDED SURVEY CONTROL
 MM0065
 MM0065  NGVD 29 (??/??/92)  836.685  (m)         2745.02   (f) ADJ UNCH    2 0
 MM0065
 MM0065.Superseded values are not recommended for survey control.
 MM0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0065.See file dsdata.txt to determine how the superseded data were derived.
 MM0065
 MM0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML086825(NAD 83)
 MM0065_MARKER: DB = BENCH MARK DISK
 MM0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0065_STAMPING: F 317 1950
 MM0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0065+STABILITY: SURFACE MOTION
 MM0065
 MM0065  HISTORY     - Date     Condition        Report By
 MM0065  HISTORY     - 1950     MONUMENTED       CGS
 MM0065  HISTORY     - 1985     GOOD             LOCSUR
 MM0065
 MM0065                          STATION DESCRIPTION
 MM0065
 MM0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0065'6.8 MI SE FROM ARNOLD.
 MM0065'3.0 MILES EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92 FROM
 MM0065'THE UNION PACIFIC RAILROAD STATION AT ARNOLD, THENCE 0.8 MILE
 MM0065'SOUTH ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTHEAST ALONG A
 MM0065'GRAVELED ROAD, THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, ON
 MM0065'THE NORTH SLOPE OF A HILL, 105 FEET SOUTH OF THE CENTER LINE OF
 MM0065'THE GRAVELED ROAD, 70 FEET SOUTH OF A FENCE, 28 FEET EAST OF THE
 MM0065'CENTER LINE OF A FARM ROAD LEADING SOUTH, 2 FEET WEST OF A FENCE,
 MM0065'1.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MM0065'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 MM0065
 MM0065                          STATION RECOVERY (1985)
 MM0065
 MM0065'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 MM0065'WITNESS POST 3' FEET SOOUTHEAST OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0809 ***********************************************************************
 ML0809  DESIGNATION -  F 318
 ML0809  PID         -  ML0809
 ML0809  STATE/COUNTY-  NE/CUSTER
 ML0809  USGS QUAD   -  CALLAWAY NW (1951)
 ML0809
 ML0809                         *CURRENT SURVEY CONTROL
 ML0809  ___________________________________________________________________
 ML0809* NAD 83(1986)-  41 24 40.     (N)    099 55 45.     (W)     SCALED    
 ML0809* NAVD 88     -       830.057  (meters)    2723.28   (feet)  ADJUSTED  
 ML0809  ___________________________________________________________________
 ML0809  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 ML0809  DYNAMIC HT  -         829.605 (meters)    2721.80  (feet)  COMP
 ML0809  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 ML0809
 ML0809  VERT ORDER  -  SECOND    CLASS 0
 ML0809
 ML0809.The horizontal coordinates were scaled from a topographic map and have
 ML0809.an estimated accuracy of +/- 6 seconds.
 ML0809
 ML0809.The orthometric height was determined by differential leveling
 ML0809.and adjusted by the National Geodetic Survey in June 1991..
 ML0809
 ML0809.The geoid height was determined by GEOID03.
 ML0809
 ML0809.The dynamic height is computed by dividing the NAVD 88
 ML0809.geopotential number by the normal gravity value computed on the
 ML0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0809.degrees latitude (g = 980.6199 gals.).
 ML0809
 ML0809.The modeled gravity was interpolated from observed gravity values.
 ML0809
 ML0809;                    North         East    Units  Estimated Accuracy
 ML0809;SPC NE       -   175,180.      505,920.      MT  (+/- 180 meters Scaled)
 ML0809
 ML0809                          SUPERSEDED SURVEY CONTROL
 ML0809
 ML0809  NGVD 29 (??/??/92)  829.809  (m)         2722.47   (f) ADJ UNCH    2 0
 ML0809
 ML0809.Superseded values are not recommended for survey control.
 ML0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0809.See file dsdata.txt to determine how the superseded data were derived.
 ML0809
 ML0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML223848(NAD 83)
 ML0809_MARKER: DB = BENCH MARK DISK
 ML0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0809_STAMPING: F 318 1950
 ML0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0809+STABILITY: SURFACE MOTION
 ML0809
 ML0809  HISTORY     - Date     Condition        Report By
 ML0809  HISTORY     - 1950     MONUMENTED       CGS
 ML0809
 ML0809                          STATION DESCRIPTION
 ML0809
 ML0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0809'14.9 MI SW FROM MERNA.
 ML0809'0.5 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0809'MERNA, THENCE 0.2 MILE SOUTH ALONG STATE HIGHWAY 2, THENCE 9.2
 ML0809'MILES WEST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92, THENCE
 ML0809'5.0 MILES SOUTH ALONG A DIRT ROAD, 315 FEET SOUTH OF THE SOUTHWEST
 ML0809'CORNER OF A SMALL WOODEN BRIDGE, 186 FEET SOUTHWEST OF THE
 ML0809'CENTER LINE OF A TRACK ROAD LEADING NORTHEAST, 46 FEET WEST OF
 ML0809'THE CENTER LINE OF THE ROAD, 1.4 FEET EAST OF A FENCE, 1.2 FEET
 ML0809'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0809'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0915 ***********************************************************************
 ML0915  DESIGNATION -  F 319
 ML0915  PID         -  ML0915
 ML0915  STATE/COUNTY-  NE/CUSTER
 ML0915  USGS QUAD   -  MILBURN (1978)
 ML0915
 ML0915                         *CURRENT SURVEY CONTROL
 ML0915  ___________________________________________________________________
 ML0915* NAD 83(1986)-  41 44 01.     (N)    099 43 51.     (W)     SCALED    
 ML0915* NAVD 88     -       764.991  (meters)    2509.81   (feet)  ADJUSTED  
 ML0915  ___________________________________________________________________
 ML0915  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 ML0915  DYNAMIC HT  -         764.602 (meters)    2508.53  (feet)  COMP
 ML0915  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 ML0915
 ML0915  VERT ORDER  -  SECOND    CLASS 0
 ML0915
 ML0915.The horizontal coordinates were scaled from a topographic map and have
 ML0915.an estimated accuracy of +/- 6 seconds.
 ML0915
 ML0915.The orthometric height was determined by differential leveling
 ML0915.and adjusted by the National Geodetic Survey in June 1991..
 ML0915
 ML0915.The geoid height was determined by GEOID03.
 ML0915
 ML0915.The dynamic height is computed by dividing the NAVD 88
 ML0915.geopotential number by the normal gravity value computed on the
 ML0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0915.degrees latitude (g = 980.6199 gals.).
 ML0915
 ML0915.The modeled gravity was interpolated from observed gravity values.
 ML0915
 ML0915;                    North         East    Units  Estimated Accuracy
 ML0915;SPC NE       -   211,010.      522,390.      MT  (+/- 180 meters Scaled)
 ML0915
 ML0915                          SUPERSEDED SURVEY CONTROL
 ML0915
 ML0915  NGVD 29 (??/??/92)  764.707  (m)         2508.88   (f) ADJ UNCH    2 0
 ML0915
 ML0915.Superseded values are not recommended for survey control.
 ML0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0915.See file dsdata.txt to determine how the superseded data were derived.
 ML0915
 ML0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM392204(NAD 83)
 ML0915_MARKER: DB = BENCH MARK DISK
 ML0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0915_STAMPING: F 319 1950
 ML0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0915+STABILITY: SURFACE MOTION
 ML0915
 ML0915  HISTORY     - Date     Condition        Report By
 ML0915  HISTORY     - 1950     MONUMENTED       CGS
 ML0915  HISTORY     - 1984     GOOD             LOCSUR
 ML0915
 ML0915                          STATION DESCRIPTION
 ML0915
 ML0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0915'1 MI N FROM MILBURN.
 ML0915'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0915'MILBURN, AT A FARM DRIVEWAY LEADING EAST, BETWEEN TWO COTTONWOOD
 ML0915'TREES, 71 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 14
 ML0915'FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 7 FEET EAST OF
 ML0915'THE MOST WESTERLY ONE OF TWO COTTONWOOD TREES, 5.6 FEET WEST OF
 ML0915'THE MOST EASTERLY ONE OF TWO COTTONWOOD TREES, 1 FOOT SOUTH OF A
 ML0915'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0915'0.4 FOOT ABOVE THE GROUND.
 ML0915
 ML0915                          STATION RECOVERY (1984)
 ML0915
 ML0915'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0266 ***********************************************************************
 MM0266  DESIGNATION -  F 32
 MM0266  PID         -  MM0266
 MM0266  STATE/COUNTY-  NE/GRANT
 MM0266  USGS QUAD   -  HYANNIS SOUTH (1986)
 MM0266
 MM0266                         *CURRENT SURVEY CONTROL
 MM0266  ___________________________________________________________________
 MM0266* NAD 83(1986)-  41 52 59.     (N)    101 45 38.     (W)     SCALED    
 MM0266* NAVD 88     -      1154.191  (meters)    3786.71   (feet)  ADJUSTED  
 MM0266  ___________________________________________________________________
 MM0266  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 MM0266  DYNAMIC HT  -        1153.542 (meters)    3784.58  (feet)  COMP
 MM0266  MODELED GRAV-     980,019.2   (mgal)                       NAVD 88
 MM0266
 MM0266  VERT ORDER  -  SECOND    CLASS 0
 MM0266
 MM0266.The horizontal coordinates were scaled from a topographic map and have
 MM0266.an estimated accuracy of +/- 6 seconds.
 MM0266
 MM0266.The orthometric height was determined by differential leveling
 MM0266.and adjusted by the National Geodetic Survey in June 1991..
 MM0266
 MM0266.The geoid height was determined by GEOID03.
 MM0266
 MM0266.The dynamic height is computed by dividing the NAVD 88
 MM0266.geopotential number by the normal gravity value computed on the
 MM0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0266.degrees latitude (g = 980.6199 gals.).
 MM0266
 MM0266.The modeled gravity was interpolated from observed gravity values.
 MM0266
 MM0266;                    North         East    Units  Estimated Accuracy
 MM0266;SPC NE       -   229,060.      353,930.      MT  (+/- 180 meters Scaled)
 MM0266
 MM0266                          SUPERSEDED SURVEY CONTROL
 MM0266
 MM0266  NGVD 29 (??/??/92) 1153.724  (m)         3785.18   (f) ADJ UNCH    2 0
 MM0266
 MM0266.Superseded values are not recommended for survey control.
 MM0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0266.See file dsdata.txt to determine how the superseded data were derived.
 MM0266
 MM0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM709404(NAD 83)
 MM0266_MARKER: DB = BENCH MARK DISK
 MM0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0266_STAMPING: F 32 1934
 MM0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0266+STABILITY: SURFACE MOTION
 MM0266
 MM0266  HISTORY     - Date     Condition        Report By
 MM0266  HISTORY     - 1934     MONUMENTED       CGS
 MM0266  HISTORY     - 1984     MARK NOT FOUND   USGS
 MM0266
 MM0266                          STATION DESCRIPTION
 MM0266
 MM0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0266'11.4 MI SE FROM HYANNIS.
 MM0266'11.4 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0266'COUNTY, 3/4 MILE SOUTHEAST OF A LARGE LAKE, AND 75 FEET EAST
 MM0266'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MM0266'F 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0266
 MM0266                          STATION RECOVERY (1984)
 MM0266
 MM0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0840 ***********************************************************************
 LH0840  DESIGNATION -  F 320 RESET
 LH0840  PID         -  LH0840
 LH0840  STATE/COUNTY-  NE/DAWSON
 LH0840  USGS QUAD   -  BUFFALO (1962)
 LH0840
 LH0840                         *CURRENT SURVEY CONTROL
 LH0840  ___________________________________________________________________
 LH0840* NAD 83(1986)-  40 53 14.     (N)    099 50 40.     (W)     SCALED    
 LH0840* NAVD 88     -       754.65   (meters)    2475.9    (feet)  RESET     
 LH0840  ___________________________________________________________________
 LH0840  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 LH0840
 LH0840  VERT ORDER  -  THIRD
 LH0840
 LH0840.The horizontal coordinates were scaled from a topographic map and have
 LH0840.an estimated accuracy of +/- 6 seconds.
 LH0840
 LH0840.The orthometric height was computed from unverified reset data.
 LH0840
 LH0840.The geoid height was determined by GEOID03.
 LH0840
 LH0840;                    North         East    Units  Estimated Accuracy
 LH0840;SPC NE       -   117,020.      513,110.      MT  (+/- 180 meters Scaled)
 LH0840
 LH0840                          SUPERSEDED SURVEY CONTROL
 LH0840
 LH0840  NGVD 29 (??/??/??)  754.35   (m)         2474.9    (f) RESET       3  
 LH0840
 LH0840.Superseded values are not recommended for survey control.
 LH0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0840.See file dsdata.txt to determine how the superseded data were derived.
 LH0840
 LH0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML288265(NAD 83)
 LH0840_MARKER: DB = BENCH MARK DISK
 LH0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0840_STAMPING: F 320 RESET 1961
 LH0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0840+STABILITY: SURFACE MOTION
 LH0840
 LH0840  HISTORY     - Date     Condition        Report By
 LH0840  HISTORY     - 1961     MONUMENTED       CGS
 LH0840
 LH0840                          STATION DESCRIPTION
 LH0840
 LH0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LH0840'AT DARR.
 LH0840'0.3 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 LH0840'STATION AT DARR, THENCE 2.75 MILES NORTH ALONG A GRAVELED ROAD,
 LH0840'THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 LH0840'NORTH ALONG A GRAVELED ROAD, 44.0 FEET NORTH AND 38.8 FEET EAST
 LH0840'OF THE SECTION CORNER TO THE NORTHWEST CORNER OF SEC. 33-T11N-R22W
 LH0840'OF THE 6TH P.M. IN DAWSON COUNTY, NEBRASKA, SET IN THE TOP OF A
 LH0840'CONCRETE POST, WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0005 ***********************************************************************
 LJ0005  DESIGNATION -  F 321
 LJ0005  PID         -  LJ0005
 LJ0005  STATE/COUNTY-  NE/DAWSON
 LJ0005  USGS QUAD   -  WILLOW ISLAND (1970)
 LJ0005
 LJ0005                         *CURRENT SURVEY CONTROL
 LJ0005  ___________________________________________________________________
 LJ0005* NAD 83(1986)-  40 53 12.     (N)    100 04 06.     (W)     SCALED    
 LJ0005* NAVD 88     -       769.125  (meters)    2523.37   (feet)  ADJUSTED  
 LJ0005  ___________________________________________________________________
 LJ0005  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 LJ0005  DYNAMIC HT  -         768.671 (meters)    2521.88  (feet)  COMP
 LJ0005  MODELED GRAV-     980,008.1   (mgal)                       NAVD 88
 LJ0005
 LJ0005  VERT ORDER  -  SECOND    CLASS 0
 LJ0005
 LJ0005.The horizontal coordinates were scaled from a topographic map and have
 LJ0005.an estimated accuracy of +/- 6 seconds.
 LJ0005
 LJ0005.The orthometric height was determined by differential leveling
 LJ0005.and adjusted by the National Geodetic Survey in June 1991..
 LJ0005
 LJ0005.The geoid height was determined by GEOID03.
 LJ0005
 LJ0005.The dynamic height is computed by dividing the NAVD 88
 LJ0005.geopotential number by the normal gravity value computed on the
 LJ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0005.degrees latitude (g = 980.6199 gals.).
 LJ0005
 LJ0005.The modeled gravity was interpolated from observed gravity values.
 LJ0005
 LJ0005;                    North         East    Units  Estimated Accuracy
 LJ0005;SPC NE       -   116,950.      494,240.      MT  (+/- 180 meters Scaled)
 LJ0005
 LJ0005                          SUPERSEDED SURVEY CONTROL
 LJ0005
 LJ0005  NGVD 29 (??/??/92)  768.834  (m)         2522.42   (f) ADJ UNCH    2 0
 LJ0005
 LJ0005.Superseded values are not recommended for survey control.
 LJ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0005.See file dsdata.txt to determine how the superseded data were derived.
 LJ0005
 LJ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML099267(NAD 83)
 LJ0005_MARKER: DB = BENCH MARK DISK
 LJ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0005_STAMPING: F 321 1950
 LJ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0005+STABILITY: SURFACE MOTION
 LJ0005
 LJ0005  HISTORY     - Date     Condition        Report By
 LJ0005  HISTORY     - 1950     MONUMENTED       CGS
 LJ0005  HISTORY     - 1972     POOR             NGS
 LJ0005  HISTORY     - 1986     MARK NOT FOUND   NGS
 LJ0005
 LJ0005                          STATION DESCRIPTION
 LJ0005
 LJ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LJ0005'AT WILLOW ISLAND.
 LJ0005'0.1 MILE EAST OF THE UNION PACIFIC RAILROAD STATION AT WILLOW
 LJ0005'ISLAND, 3 POLES WEST OF MILEPOST 243, 129 FEET EAST OF A FENCE
 LJ0005'CORNER, 84 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF
 LJ0005'TRACKS, 15 FEET SOUTHWEST OF A TELEPHONE POLE, 1.4 FEET NORTH
 LJ0005'OF THE RIGHT OF WAY FENCE, 2 FEET EAST OF A WITNESS POST, SET IN
 LJ0005'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 LJ0005'GROUND.
 LJ0005
 LJ0005                          STATION RECOVERY (1972)
 LJ0005
 LJ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LJ0005'MARK RECOVERED IN POOR CONDITION.
 LJ0005
 LJ0005                          STATION RECOVERY (1986)
 LJ0005
 LJ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0005'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0531 ***********************************************************************
 LH0531  DESIGNATION -  F 322
 LH0531  PID         -  LH0531
 LH0531  STATE/COUNTY-  NE/BUFFALO
 LH0531  USGS QUAD   -  ELM CREEK EAST (1983)
 LH0531
 LH0531                         *CURRENT SURVEY CONTROL
 LH0531  ___________________________________________________________________
 LH0531* NAD 83(1986)-  40 42 34.     (N)    099 18 55.     (W)     SCALED    
 LH0531* NAVD 88     -       684.956  (meters)    2247.23   (feet)  ADJUSTED  
 LH0531  ___________________________________________________________________
 LH0531  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 LH0531  DYNAMIC HT  -         684.558 (meters)    2245.92  (feet)  COMP
 LH0531  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 LH0531
 LH0531  VERT ORDER  -  FIRST     CLASS II
 LH0531
 LH0531.The horizontal coordinates were scaled from a topographic map and have
 LH0531.an estimated accuracy of +/- 6 seconds.
 LH0531
 LH0531.The orthometric height was determined by differential leveling
 LH0531.and adjusted by the National Geodetic Survey in May 1993..
 LH0531
 LH0531.The geoid height was determined by GEOID03.
 LH0531
 LH0531.The dynamic height is computed by dividing the NAVD 88
 LH0531.geopotential number by the normal gravity value computed on the
 LH0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0531.degrees latitude (g = 980.6199 gals.).
 LH0531
 LH0531.The modeled gravity was interpolated from observed gravity values.
 LH0531
 LH0531;                    North         East    Units  Estimated Accuracy
 LH0531;SPC NE       -    97,500.      557,850.      MT  (+/- 180 meters Scaled)
 LH0531
 LH0531                          SUPERSEDED SURVEY CONTROL
 LH0531
 LH0531  NAVD 88 (06/15/91)  684.987  (m)         2247.33   (f) UNKNOWN     1 2
 LH0531  NGVD 29 (02/14/92)  684.696  (m)         2246.37   (f) ADJUSTED    1 2
 LH0531
 LH0531.Superseded values are not recommended for survey control.
 LH0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0531.See file dsdata.txt to determine how the superseded data were derived.
 LH0531
 LH0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML733065(NAD 83)
 LH0531_MARKER: DB = BENCH MARK DISK
 LH0531_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0531_SP_SET: WINGWALL
 LH0531_STAMPING: F 322 1950
 LH0531_MARK LOGO: CGS   
 LH0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0531+STABILITY: SURFACE MOTION
 LH0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0531+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0531
 LH0531  HISTORY     - Date     Condition        Report By
 LH0531  HISTORY     - 1950     MONUMENTED       CGS
 LH0531  HISTORY     - 19910923 GOOD             NGS
 LH0531
 LH0531                          STATION DESCRIPTION
 LH0531
 LH0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0531'3.1 MI W FROM ODESSA.
 LH0531'3.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0531'AT ODESSA, 12.9 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 LH0531'3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST
 LH0531'WINGWALL OF CONCRETE TUBE CULVERT 201.43, 1.6 FEET NORTHEAST
 LH0531'OF THE SOUTHWEST END OF THE WINGWALL.
 LH0531
 LH0531                          STATION RECOVERY (1991)
 LH0531
 LH0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0531'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0531'U.S. HIGHWAY 183 IN ELM CREEK, IN TOP OF AND 0.4 M (1.3 FT)
 LH0531'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHWEST CONCRETE WINGWALL OF
 LH0531'A CULVERT UNDER THE UNION PACIFIC RAILROAD, 51.2 M (168.0 FT) SOUTH
 LH0531'OF THE HIGHWAY CENTERLINE, 3.9 M (12.8 FT) SOUTH OF THE NEAR RAIL,
 LH0531'AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0689 ***********************************************************************
 ML0689  DESIGNATION -  F 323
 ML0689  PID         -  ML0689
 ML0689  STATE/COUNTY-  NE/VALLEY
 ML0689  USGS QUAD   -  ARCADIA EAST (1978)
 ML0689
 ML0689                         *CURRENT SURVEY CONTROL
 ML0689  ___________________________________________________________________
 ML0689* NAD 83(1986)-  41 25 24.     (N)    099 07 12.     (W)     SCALED    
 ML0689* NAVD 88     -       657.701  (meters)    2157.81   (feet)  ADJUSTED  
 ML0689  ___________________________________________________________________
 ML0689  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 ML0689  DYNAMIC HT  -         657.371 (meters)    2156.72  (feet)  COMP
 ML0689  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 ML0689
 ML0689  VERT ORDER  -  FIRST     CLASS II
 ML0689
 ML0689.The horizontal coordinates were scaled from a topographic map and have
 ML0689.an estimated accuracy of +/- 6 seconds.
 ML0689
 ML0689.The orthometric height was determined by differential leveling
 ML0689.and adjusted by the National Geodetic Survey in June 1991..
 ML0689
 ML0689.The geoid height was determined by GEOID03.
 ML0689
 ML0689.The dynamic height is computed by dividing the NAVD 88
 ML0689.geopotential number by the normal gravity value computed on the
 ML0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0689.degrees latitude (g = 980.6199 gals.).
 ML0689
 ML0689.The modeled gravity was interpolated from observed gravity values.
 ML0689
 ML0689;                    North         East    Units  Estimated Accuracy
 ML0689;SPC NE       -   176,900.      573,540.      MT  (+/- 180 meters Scaled)
 ML0689
 ML0689                          SUPERSEDED SURVEY CONTROL
 ML0689
 ML0689  NGVD 29 (??/??/92)  657.456  (m)         2157.00   (f) ADJ UNCH    1 2
 ML0689
 ML0689.Superseded values are not recommended for survey control.
 ML0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0689.See file dsdata.txt to determine how the superseded data were derived.
 ML0689
 ML0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML899857(NAD 83)
 ML0689_MARKER: DB = BENCH MARK DISK
 ML0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0689_STAMPING: F 323 1950
 ML0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0689+STABILITY: SURFACE MOTION
 ML0689
 ML0689  HISTORY     - Date     Condition        Report By
 ML0689  HISTORY     - 1950     MONUMENTED       CGS
 ML0689
 ML0689                          STATION DESCRIPTION
 ML0689
 ML0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0689'AT ARCADIA.
 ML0689'AT ARCADIA, 0.7 MILE SOUTHEAST OF THE CHICAGO, BURLINGTON AND
 ML0689'QUINCY RAILROAD STATION, AT THE INTERSECTION OF THE CHICAGO,
 ML0689'BURLINGTON AND QUINCY RAILROAD AND STATE HIGHWAY 56, 52 FEET
 ML0689'NORTHEAST OF THE NORTHEAST RAIL, 32 FEET SOUTH OF THE CENTER
 ML0689'LINE OF THE HIGHWAY, 6.8 FEET EAST OF A POWER POLE, 12 FEET WEST
 ML0689'OF A TELEPHONE POLE, 1.8 FEET WEST OF A WITNESS POST, SET IN THE
 ML0689'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0989 ***********************************************************************
 ML0989  DESIGNATION -  F 324
 ML0989  PID         -  ML0989
 ML0989  STATE/COUNTY-  NE/LOUP
 ML0989  USGS QUAD   -  ALMERIA SW (1952)
 ML0989
 ML0989                         *CURRENT SURVEY CONTROL
 ML0989  ___________________________________________________________________
 ML0989* NAD 83(1986)-  41 49 41.     (N)    099 40 03.     (W)     SCALED    
 ML0989* NAVD 88     -       765.875  (meters)    2512.71   (feet)  ADJUSTED  
 ML0989  ___________________________________________________________________
 ML0989  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 ML0989  DYNAMIC HT  -         765.499 (meters)    2511.47  (feet)  COMP
 ML0989  MODELED GRAV-     980,105.0   (mgal)                       NAVD 88
 ML0989
 ML0989  VERT ORDER  -  SECOND    CLASS 0
 ML0989
 ML0989.The horizontal coordinates were scaled from a topographic map and have
 ML0989.an estimated accuracy of +/- 6 seconds.
 ML0989
 ML0989.The orthometric height was determined by differential leveling
 ML0989.and adjusted by the National Geodetic Survey in June 1991..
 ML0989
 ML0989.The geoid height was determined by GEOID03.
 ML0989
 ML0989.The dynamic height is computed by dividing the NAVD 88
 ML0989.geopotential number by the normal gravity value computed on the
 ML0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0989.degrees latitude (g = 980.6199 gals.).
 ML0989
 ML0989.The modeled gravity was interpolated from observed gravity values.
 ML0989
 ML0989;                    North         East    Units  Estimated Accuracy
 ML0989;SPC NE       -   221,520.      527,610.      MT  (+/- 180 meters Scaled)
 ML0989
 ML0989                          SUPERSEDED SURVEY CONTROL
 ML0989
 ML0989  NGVD 29 (??/??/92)  765.598  (m)         2511.80   (f) ADJ UNCH    2 0
 ML0989
 ML0989.Superseded values are not recommended for survey control.
 ML0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0989.See file dsdata.txt to determine how the superseded data were derived.
 ML0989
 ML0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM445309(NAD 83)
 ML0989_MARKER: DB = BENCH MARK DISK
 ML0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0989_STAMPING: F 324 1950
 ML0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0989+STABILITY: SURFACE MOTION
 ML0989
 ML0989  HISTORY     - Date     Condition        Report By
 ML0989  HISTORY     - 1950     MONUMENTED       CGS
 ML0989
 ML0989                          STATION DESCRIPTION
 ML0989
 ML0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0989'7.8 MI W FROM ALMERIA.
 ML0989'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0989'ALMERIA, THENCE 4.75 MILES WEST ALONG A GRADED SAND ROAD, THENCE
 ML0989'0.6 MILE WEST ALONG A SAND ROAD, 59 FEET NORTHEAST OF A FENCE
 ML0989'CORNER, 41 FEET EAST OF ANOTHER FENCE CORNER, 9 FEET NORTH OF
 ML0989'THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 1.5 FEET
 ML0989'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0989'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1459 ***********************************************************************
 MK1459  DESIGNATION -  F 327
 MK1459  PID         -  MK1459
 MK1459  STATE/COUNTY-  NE/POLK
 MK1459  USGS QUAD   -  SILVER CREEK (1958)
 MK1459
 MK1459                         *CURRENT SURVEY CONTROL
 MK1459  ___________________________________________________________________
 MK1459* NAD 83(1986)-  41 15 00.     (N)    097 38 10.     (W)     SCALED    
 MK1459* NAVD 88     -       477.586  (meters)    1566.88   (feet)  ADJUSTED  
 MK1459  ___________________________________________________________________
 MK1459  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 MK1459  DYNAMIC HT  -         477.360 (meters)    1566.14  (feet)  COMP
 MK1459  MODELED GRAV-     980,136.9   (mgal)                       NAVD 88
 MK1459
 MK1459  VERT ORDER  -  SECOND    CLASS 0
 MK1459
 MK1459.The horizontal coordinates were scaled from a topographic map and have
 MK1459.an estimated accuracy of +/- 6 seconds.
 MK1459
 MK1459.The orthometric height was determined by differential leveling
 MK1459.and adjusted by the National Geodetic Survey in June 1991..
 MK1459
 MK1459.The geoid height was determined by GEOID03.
 MK1459
 MK1459.The dynamic height is computed by dividing the NAVD 88
 MK1459.geopotential number by the normal gravity value computed on the
 MK1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1459.degrees latitude (g = 980.6199 gals.).
 MK1459
 MK1459.The modeled gravity was interpolated from observed gravity values.
 MK1459
 MK1459;                    North         East    Units  Estimated Accuracy
 MK1459;SPC NE       -   159,990.      698,040.      MT  (+/- 180 meters Scaled)
 MK1459
 MK1459                          SUPERSEDED SURVEY CONTROL
 MK1459
 MK1459  NGVD 29 (??/??/92)  477.385  (m)         1566.22   (f) ADJ UNCH    2 0
 MK1459
 MK1459.Superseded values are not recommended for survey control.
 MK1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1459.See file dsdata.txt to determine how the superseded data were derived.
 MK1459
 MK1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL142674(NAD 83)
 MK1459_MARKER: DB = BENCH MARK DISK
 MK1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1459_STAMPING: F 327 1950
 MK1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1459+STABILITY: SURFACE MOTION
 MK1459
 MK1459  HISTORY     - Date     Condition        Report By
 MK1459  HISTORY     - 1950     MONUMENTED       CGS
 MK1459
 MK1459                          STATION DESCRIPTION
 MK1459
 MK1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1459'5.6 MI SE FROM SILVER CREEK.
 MK1459'4.6 MILES SOUTH ALONG THE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1459'SILVER CREEK, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, AT A
 MK1459'ROAD INTERSECTION, 138 FEET EAST OF THE CENTER LINE OF A NORTH
 MK1459'AND SOUTH ROAD, 62 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 MK1459'WEST ROAD, 21.5 FEET WEST OF THE SOUTHEAST CORNER OF A SCHOOLHOUSE,
 MK1459'7 FEET EAST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, 1.5
 MK1459'FEET SOUTH OF THE SOUTH WALL OF THE SCHOOLHOUSE, SET IN THE TOP
 MK1459'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1459'THIS MARK IS 1.0 MILE NORTH OF BENCH MARK E 327.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0499 ***********************************************************************
 ML0499  DESIGNATION -  F 329
 ML0499  PID         -  ML0499
 ML0499  STATE/COUNTY-  NE/VALLEY
 ML0499  USGS QUAD   -  ORD (1985)
 ML0499
 ML0499                         *CURRENT SURVEY CONTROL
 ML0499  ___________________________________________________________________
 ML0499* NAD 83(1986)-  41 31 27.     (N)    098 59 32.     (W)     SCALED    
 ML0499* NAVD 88     -       668.478  (meters)    2193.16   (feet)  ADJUSTED  
 ML0499  ___________________________________________________________________
 ML0499  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 ML0499  DYNAMIC HT  -         668.147 (meters)    2192.08  (feet)  COMP
 ML0499  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 ML0499
 ML0499  VERT ORDER  -  SECOND    CLASS 0
 ML0499
 ML0499.The horizontal coordinates were scaled from a topographic map and have
 ML0499.an estimated accuracy of +/- 6 seconds.
 ML0499
 ML0499.The orthometric height was determined by differential leveling
 ML0499.and adjusted by the National Geodetic Survey in June 1991..
 ML0499
 ML0499.The geoid height was determined by GEOID03.
 ML0499
 ML0499.The dynamic height is computed by dividing the NAVD 88
 ML0499.geopotential number by the normal gravity value computed on the
 ML0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0499.degrees latitude (g = 980.6199 gals.).
 ML0499
 ML0499.The modeled gravity was interpolated from observed gravity values.
 ML0499
 ML0499;                    North         East    Units  Estimated Accuracy
 ML0499;SPC NE       -   188,220.      584,080.      MT  (+/- 180 meters Scaled)
 ML0499
 ML0499                          SUPERSEDED SURVEY CONTROL
 ML0499
 ML0499  NGVD 29 (??/??/92)  668.224  (m)         2192.33   (f) ADJ UNCH    2 0
 ML0499
 ML0499.Superseded values are not recommended for survey control.
 ML0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0499.See file dsdata.txt to determine how the superseded data were derived.
 ML0499
 ML0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL006969(NAD 83)
 ML0499_MARKER: DB = BENCH MARK DISK
 ML0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0499_STAMPING: F 329 1950
 ML0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0499+STABILITY: SURFACE MOTION
 ML0499
 ML0499  HISTORY     - Date     Condition        Report By
 ML0499  HISTORY     - 1950     MONUMENTED       CGS
 ML0499
 ML0499                          STATION DESCRIPTION
 ML0499
 ML0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0499'8 MI SW FROM ORD.
 ML0499'8.0 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 ML0499'AT ORD, AT A VACANT FARMHOUSE, 49 FEET SOUTHEAST OF THE SOUTHEAST
 ML0499'CORNER OF THE HOUSE, 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 ML0499'OF A CORN CRIB, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0499'18 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1 FOOT
 ML0499'NORTH OF A FENCE, 1.4 FEET NORTH OF A WITNESS POST, SET IN THE
 ML0499'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0233 ***********************************************************************
 LJ0233  DESIGNATION -  F 33
 LJ0233  PID         -  LJ0233
 LJ0233  STATE/COUNTY-  NE/DUNDY
 LJ0233  USGS QUAD   -  HAIGLER (1961)
 LJ0233
 LJ0233                         *CURRENT SURVEY CONTROL
 LJ0233  ___________________________________________________________________
 LJ0233* NAD 83(1986)-  40 02 01.     (N)    101 58 10.     (W)     SCALED    
 LJ0233* NAVD 88     -       998.792  (meters)    3276.87   (feet)  ADJUSTED  
 LJ0233  ___________________________________________________________________
 LJ0233  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 LJ0233  DYNAMIC HT  -         998.050 (meters)    3274.44  (feet)  COMP
 LJ0233  MODELED GRAV-     979,849.1   (mgal)                       NAVD 88
 LJ0233
 LJ0233  VERT ORDER  -  FIRST     CLASS II
 LJ0233
 LJ0233.The horizontal coordinates were scaled from a topographic map and have
 LJ0233.an estimated accuracy of +/- 6 seconds.
 LJ0233
 LJ0233.The orthometric height was determined by differential leveling
 LJ0233.and adjusted by the National Geodetic Survey in June 1991..
 LJ0233
 LJ0233.The geoid height was determined by GEOID03.
 LJ0233
 LJ0233.The dynamic height is computed by dividing the NAVD 88
 LJ0233.geopotential number by the normal gravity value computed on the
 LJ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0233.degrees latitude (g = 980.6199 gals.).
 LJ0233
 LJ0233.The modeled gravity was interpolated from observed gravity values.
 LJ0233
 LJ0233;                    North         East    Units  Estimated Accuracy
 LJ0233;SPC NE       -    24,150.      331,920.      MT  (+/- 180 meters Scaled)
 LJ0233
 LJ0233                          SUPERSEDED SURVEY CONTROL
 LJ0233
 LJ0233  NGVD 29 (??/??/92)  998.336  (m)         3275.37   (f) ADJ UNCH    1 2
 LJ0233
 LJ0233.Superseded values are not recommended for survey control.
 LJ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0233.See file dsdata.txt to determine how the superseded data were derived.
 LJ0233
 LJ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK466357(NAD 83)
 LJ0233_MARKER: DB = BENCH MARK DISK
 LJ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0233_STAMPING: 3275.374 F 33 1933
 LJ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0233+STABILITY: SURFACE MOTION
 LJ0233
 LJ0233  HISTORY     - Date     Condition        Report By
 LJ0233  HISTORY     - 1933     MONUMENTED       CGS
 LJ0233  HISTORY     - 1934     GOOD             NGS
 LJ0233
 LJ0233                          STATION DESCRIPTION
 LJ0233
 LJ0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LJ0233'2.1 MI NW FROM HAIGLER.
 LJ0233'2.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0233'RAILROAD FROM THE STATION AT HAIGLER, DUNDY COUNTY, 7 POLES
 LJ0233'NORTHWEST OF MILEPOST 363, AT A FARM-ROAD CROSSING, 270 FEET
 LJ0233'NORTHWEST OF A RAILROAD SEMAPHORE, 74 FEET SOUTH OF THE SOUTH
 LJ0233'RAIL, 52 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 34, AND 25
 LJ0233'FEET WEST OF THE ROAD.  A STANDARD DISK SET IN THE TOP OF A
 LJ0233'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0896 ***********************************************************************
 MK0896  DESIGNATION -  F 330
 MK0896  PID         -  MK0896
 MK0896  STATE/COUNTY-  NE/BUTLER
 MK0896  USGS QUAD   -  ROGERS (1968)
 MK0896
 MK0896                         *CURRENT SURVEY CONTROL
 MK0896  ___________________________________________________________________
 MK0896* NAD 83(1986)-  41 25 01.     (N)    096 55 31.     (W)     SCALED    
 MK0896* NAVD 88     -       405.813  (meters)    1331.40   (feet)  ADJUSTED  
 MK0896  ___________________________________________________________________
 MK0896  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 MK0896  DYNAMIC HT  -         405.638 (meters)    1330.83  (feet)  COMP
 MK0896  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 MK0896
 MK0896  VERT ORDER  -  SECOND    CLASS 0
 MK0896
 MK0896.The horizontal coordinates were scaled from a topographic map and have
 MK0896.an estimated accuracy of +/- 6 seconds.
 MK0896
 MK0896.The orthometric height was determined by differential leveling
 MK0896.and adjusted by the National Geodetic Survey in June 1991..
 MK0896
 MK0896.The geoid height was determined by GEOID03.
 MK0896
 MK0896.The dynamic height is computed by dividing the NAVD 88
 MK0896.geopotential number by the normal gravity value computed on the
 MK0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0896.degrees latitude (g = 980.6199 gals.).
 MK0896
 MK0896.The modeled gravity was interpolated from observed gravity values.
 MK0896
 MK0896;                    North         East    Units  Estimated Accuracy
 MK0896;SPC NE       -   180,390.      756,910.      MT  (+/- 180 meters Scaled)
 MK0896
 MK0896                          SUPERSEDED SURVEY CONTROL
 MK0896
 MK0896  NGVD 29 (??/??/92)  405.654  (m)         1330.88   (f) ADJ UNCH    2 0
 MK0896
 MK0896.Superseded values are not recommended for survey control.
 MK0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0896.See file dsdata.txt to determine how the superseded data were derived.
 MK0896
 MK0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL733871(NAD 83)
 MK0896_MARKER: DB = BENCH MARK DISK
 MK0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0896_STAMPING: F 330 1950
 MK0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0896+STABILITY: SURFACE MOTION
 MK0896
 MK0896  HISTORY     - Date     Condition        Report By
 MK0896  HISTORY     - 1950     MONUMENTED       CGS
 MK0896
 MK0896                          STATION DESCRIPTION
 MK0896
 MK0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0896'0.5 MI NE FROM LINWOOD.
 MK0896'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LINWOOD,
 MK0896'THENCE 0.4 MILE NORTHEAST ALONG A GRAVELED ROAD, 40 FEET WEST
 MK0896'OF THE CENTER LINE OF THE ROAD, 48 FEET NORTHWEST OF THE NORTHWEST
 MK0896'RAIL OF THE CHICAGO AND NORTH WESTERN RAILROAD, 6 FEET NORTH
 MK0896'OF A FENCE CORNER, 1.2 FEET EAST OF A FENCE, 1.3 FEET SOUTH
 MK0896'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0896'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1336 ***********************************************************************
 MK1336  DESIGNATION -  F 331
 MK1336  PID         -  MK1336
 MK1336  STATE/COUNTY-  NE/BUTLER
 MK1336  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1336
 MK1336                         *CURRENT SURVEY CONTROL
 MK1336  ___________________________________________________________________
 MK1336* NAD 83(1986)-  41 21 09.     (N)    097 12 48.     (W)     SCALED    
 MK1336* NAVD 88     -       436.300  (meters)    1431.43   (feet)  ADJUSTED  
 MK1336  ___________________________________________________________________
 MK1336  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 MK1336  DYNAMIC HT  -         436.104 (meters)    1430.78  (feet)  COMP
 MK1336  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 MK1336
 MK1336  VERT ORDER  -  SECOND    CLASS 0
 MK1336
 MK1336.The horizontal coordinates were scaled from a topographic map and have
 MK1336.an estimated accuracy of +/- 6 seconds.
 MK1336
 MK1336.The orthometric height was determined by differential leveling
 MK1336.and adjusted by the National Geodetic Survey in June 1991..
 MK1336
 MK1336.The geoid height was determined by GEOID03.
 MK1336
 MK1336.The dynamic height is computed by dividing the NAVD 88
 MK1336.geopotential number by the normal gravity value computed on the
 MK1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1336.degrees latitude (g = 980.6199 gals.).
 MK1336
 MK1336.The modeled gravity was interpolated from observed gravity values.
 MK1336
 MK1336;                    North         East    Units  Estimated Accuracy
 MK1336;SPC NE       -   172,420.      733,080.      MT  (+/- 180 meters Scaled)
 MK1336
 MK1336                          SUPERSEDED SURVEY CONTROL
 MK1336
 MK1336  NGVD 29 (??/??/92)  436.126  (m)         1430.86   (f) ADJ UNCH    2 0
 MK1336
 MK1336.Superseded values are not recommended for survey control.
 MK1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1336.See file dsdata.txt to determine how the superseded data were derived.
 MK1336
 MK1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL494794(NAD 83)
 MK1336_MARKER: DB = BENCH MARK DISK
 MK1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1336_STAMPING: F 331 1950
 MK1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1336+STABILITY: SURFACE MOTION
 MK1336
 MK1336  HISTORY     - Date     Condition        Report By
 MK1336  HISTORY     - 1950     MONUMENTED       CGS
 MK1336
 MK1336                          STATION DESCRIPTION
 MK1336
 MK1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1336'1.9 MI NE FROM BELLWOOD.
 MK1336'0.1 MILE EAST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK1336'AND QUINCY RAILROAD STATION AT BELLWOOD, THENCE 0.7 MILE NORTH
 MK1336'ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A GRAVELED
 MK1336'ROAD, 0.1 MILE EAST OF A ROAD JUNCTION, BETWEEN TWO POWER POLES
 MK1336'WHICH ARE 14 FEET APART, 44 FEET NORTH OF THE CENTER LINE OF
 MK1336'THE ROAD, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MK1336'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0970 ***********************************************************************
 ML0970  DESIGNATION -  F 332
 ML0970  PID         -  ML0970
 ML0970  STATE/COUNTY-  NE/CUSTER
 ML0970  USGS QUAD   -  ANSELMO NE (1978)
 ML0970
 ML0970                         *CURRENT SURVEY CONTROL
 ML0970  ___________________________________________________________________
 ML0970* NAD 83(1986)-  41 40 12.     (N)    099 47 51.     (W)     SCALED    
 ML0970* NAVD 88     -       788.237  (meters)    2586.07   (feet)  ADJUSTED  
 ML0970  ___________________________________________________________________
 ML0970  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 ML0970  DYNAMIC HT  -         787.831 (meters)    2584.74  (feet)  COMP
 ML0970  MODELED GRAV-     980,081.5   (mgal)                       NAVD 88
 ML0970
 ML0970  VERT ORDER  -  SECOND    CLASS 0
 ML0970
 ML0970.The horizontal coordinates were scaled from a topographic map and have
 ML0970.an estimated accuracy of +/- 6 seconds.
 ML0970
 ML0970.The orthometric height was determined by differential leveling
 ML0970.and adjusted by the National Geodetic Survey in June 1991..
 ML0970
 ML0970.The geoid height was determined by GEOID03.
 ML0970
 ML0970.The dynamic height is computed by dividing the NAVD 88
 ML0970.geopotential number by the normal gravity value computed on the
 ML0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0970.degrees latitude (g = 980.6199 gals.).
 ML0970
 ML0970.The modeled gravity was interpolated from observed gravity values.
 ML0970
 ML0970;                    North         East    Units  Estimated Accuracy
 ML0970;SPC NE       -   203,940.      516,860.      MT  (+/- 180 meters Scaled)
 ML0970
 ML0970                          SUPERSEDED SURVEY CONTROL
 ML0970
 ML0970  NGVD 29 (??/??/92)  787.951  (m)         2585.14   (f) ADJ UNCH    2 0
 ML0970
 ML0970.Superseded values are not recommended for survey control.
 ML0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0970.See file dsdata.txt to determine how the superseded data were derived.
 ML0970
 ML0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM336134(NAD 83)
 ML0970_MARKER: DB = BENCH MARK DISK
 ML0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0970_STAMPING: F 332 1950
 ML0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0970+STABILITY: SURFACE MOTION
 ML0970
 ML0970  HISTORY     - Date     Condition        Report By
 ML0970  HISTORY     - 1950     MONUMENTED       CGS
 ML0970
 ML0970                          STATION DESCRIPTION
 ML0970
 ML0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0970'6.2 MI SW FROM MILBURN.
 ML0970'1.1 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 ML0970'AT MILBURN, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE
 ML0970'4.1 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD, 0.45 MILE
 ML0970'SOUTHWEST OF A FARMHOUSE, 35 FEET SOUTH OF THE CENTER LINE OF
 ML0970'THE ROAD, 1.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 ML0970'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0970'NOTE-- THIS MARK IS 1.15 MILES NORTHEAST OF BENCH MARK Z 319.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1366 ***********************************************************************
 MK1366  DESIGNATION -  F 333
 MK1366  PID         -  MK1366
 MK1366  STATE/COUNTY-  NE/MERRICK
 MK1366  USGS QUAD   -  POLK NW (1962)
 MK1366
 MK1366                         *CURRENT SURVEY CONTROL
 MK1366  ___________________________________________________________________
 MK1366* NAD 83(1986)-  41 10 18.     (N)    097 57 31.     (W)     SCALED    
 MK1366* NAVD 88     -       508.378  (meters)    1667.90   (feet)  ADJUSTED  
 MK1366  ___________________________________________________________________
 MK1366  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 MK1366  DYNAMIC HT  -         508.132 (meters)    1667.10  (feet)  COMP
 MK1366  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 MK1366
 MK1366  VERT ORDER  -  FIRST     CLASS II
 MK1366
 MK1366.The horizontal coordinates were scaled from a topographic map and have
 MK1366.an estimated accuracy of +/- 6 seconds.
 MK1366
 MK1366.The orthometric height was determined by differential leveling
 MK1366.and adjusted by the National Geodetic Survey in June 1991..
 MK1366
 MK1366.The geoid height was determined by GEOID03.
 MK1366
 MK1366.The dynamic height is computed by dividing the NAVD 88
 MK1366.geopotential number by the normal gravity value computed on the
 MK1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1366.degrees latitude (g = 980.6199 gals.).
 MK1366
 MK1366.The modeled gravity was interpolated from observed gravity values.
 MK1366
 MK1366;                    North         East    Units  Estimated Accuracy
 MK1366;SPC NE       -   150,610.      671,240.      MT  (+/- 180 meters Scaled)
 MK1366
 MK1366                          SUPERSEDED SURVEY CONTROL
 MK1366
 MK1366  NGVD 29 (??/??/92)  508.165  (m)         1667.20   (f) ADJ UNCH    1 2
 MK1366
 MK1366.Superseded values are not recommended for survey control.
 MK1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1366.See file dsdata.txt to determine how the superseded data were derived.
 MK1366
 MK1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL873583(NAD 83)
 MK1366_MARKER: DB = BENCH MARK DISK
 MK1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1366_STAMPING: F 333 1950
 MK1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1366+STABILITY: SURFACE MOTION
 MK1366
 MK1366  HISTORY     - Date     Condition        Report By
 MK1366  HISTORY     - 1950     MONUMENTED       CGS
 MK1366
 MK1366                          STATION DESCRIPTION
 MK1366
 MK1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1366'5.2 MI NE FROM CENTRAL CITY.
 MK1366'2.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1366'STATION AT CENTRAL CITY, THENCE 2.2 MILES NORTH ALONG A GRADED
 MK1366'DIRT ROAD, THENCE 0.3 MILE EAST THROUGH A FARMYARD, AT THE SILVER
 MK1366'T AIRPORT, 64 FEET SOUTHEAST OF THE CENTER OF THE ENTRANCE TO THE
 MK1366'AIRPORT, 24 FEET EAST OF A NORTH AND SOUTH FENCE, 1.9 FEET NORTH
 MK1366'OF THE NORTHEAST CORNER OF THE NORTH HANGAR, SET IN THE TOP OF A
 MK1366'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0172 ***********************************************************************
 LH0172  DESIGNATION -  F 334
 LH0172  PID         -  LH0172
 LH0172  STATE/COUNTY-  NE/HAMILTON
 LH0172  USGS QUAD   -  MURPHY (1969)
 LH0172
 LH0172                         *CURRENT SURVEY CONTROL
 LH0172  ___________________________________________________________________
 LH0172* NAD 83(1986)-  40 58 22.     (N)    098 06 30.     (W)     SCALED    
 LH0172* NAVD 88     -       567.611  (meters)    1862.24   (feet)  ADJUSTED  
 LH0172  ___________________________________________________________________
 LH0172  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 LH0172  DYNAMIC HT  -         567.318 (meters)    1861.28  (feet)  COMP
 LH0172  MODELED GRAV-     980,089.8   (mgal)                       NAVD 88
 LH0172
 LH0172  VERT ORDER  -  SECOND    CLASS 0
 LH0172
 LH0172.The horizontal coordinates were scaled from a topographic map and have
 LH0172.an estimated accuracy of +/- 6 seconds.
 LH0172
 LH0172.The orthometric height was determined by differential leveling
 LH0172.and adjusted by the National Geodetic Survey in June 1991..
 LH0172
 LH0172.The geoid height was determined by GEOID03.
 LH0172
 LH0172.The dynamic height is computed by dividing the NAVD 88
 LH0172.geopotential number by the normal gravity value computed on the
 LH0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0172.degrees latitude (g = 980.6199 gals.).
 LH0172
 LH0172.The modeled gravity was interpolated from observed gravity values.
 LH0172
 LH0172;                    North         East    Units  Estimated Accuracy
 LH0172;SPC NE       -   128,250.      659,160.      MT  (+/- 180 meters Scaled)
 LH0172
 LH0172                          SUPERSEDED SURVEY CONTROL
 LH0172
 LH0172  NGVD 29 (??/??/92)  567.377  (m)         1861.47   (f) ADJ UNCH    2 0
 LH0172
 LH0172.Superseded values are not recommended for survey control.
 LH0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0172.See file dsdata.txt to determine how the superseded data were derived.
 LH0172
 LH0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL750361(NAD 83)
 LH0172_MARKER: DB = BENCH MARK DISK
 LH0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0172_STAMPING: F 334 1950
 LH0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0172+STABILITY: SURFACE MOTION
 LH0172
 LH0172  HISTORY     - Date     Condition        Report By
 LH0172  HISTORY     - 1950     MONUMENTED       CGS
 LH0172
 LH0172                          STATION DESCRIPTION
 LH0172
 LH0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0172'6.4 MI SE FROM CHAPMAN.
 LH0172'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0172'RAILROAD STATION AT CHAPMAN, THENCE 3.3 MILES SOUTH ALONG A
 LH0172'GRAVELED ROAD, THENCE 0.45 MILE NORTHEAST ALONG A GRAVELED
 LH0172'ROAD, THENCE 0.95 MILE SOUTH ALONG A DIRT AND GRAVELED ROAD,
 LH0172'THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE 0.25 MILE EAST
 LH0172'ALONG A GRAVELED ROAD, 0.25 MILE EAST OF A ROAD INTERSECTION, 65
 LH0172'FEET NORTHWEST OF THE NORTHWEST CORNER OF A VACANT HOUSE, 34
 LH0172'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10.3 FEET WEST OF A
 LH0172'POWER POLE, 8 FEET EAST OF A 12 INCH PINE TREE, 1 FOOT EAST OF A
 LH0172'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0172'0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.8 MILE WEST OF
 LH0172'BENCH MARK E 334.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1325 ***********************************************************************
 MK1325  DESIGNATION -  F 335
 MK1325  PID         -  MK1325
 MK1325  STATE/COUNTY-  NE/BUTLER
 MK1325  USGS QUAD   -  COLUMBUS SE (1976)
 MK1325
 MK1325                         *CURRENT SURVEY CONTROL
 MK1325  ___________________________________________________________________
 MK1325* NAD 83(1986)-  41 19 19.     (N)    097 21 02.     (W)     SCALED    
 MK1325* NAVD 88     -       453.497  (meters)    1487.85   (feet)  ADJUSTED  
 MK1325  ___________________________________________________________________
 MK1325  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 MK1325  DYNAMIC HT  -         453.294 (meters)    1487.18  (feet)  COMP
 MK1325  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 MK1325
 MK1325  VERT ORDER  -  SECOND    CLASS 0
 MK1325
 MK1325.The horizontal coordinates were scaled from a topographic map and have
 MK1325.an estimated accuracy of +/- 6 seconds.
 MK1325
 MK1325.The orthometric height was determined by differential leveling
 MK1325.and adjusted by the National Geodetic Survey in June 1991..
 MK1325
 MK1325.The geoid height was determined by GEOID03.
 MK1325
 MK1325.The dynamic height is computed by dividing the NAVD 88
 MK1325.geopotential number by the normal gravity value computed on the
 MK1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1325.degrees latitude (g = 980.6199 gals.).
 MK1325
 MK1325.The modeled gravity was interpolated from observed gravity values.
 MK1325
 MK1325;                    North         East    Units  Estimated Accuracy
 MK1325;SPC NE       -   168,670.      721,710.      MT  (+/- 180 meters Scaled)
 MK1325
 MK1325                          SUPERSEDED SURVEY CONTROL
 MK1325
 MK1325  NGVD 29 (??/??/92)  453.318  (m)         1487.26   (f) ADJ UNCH    2 0
 MK1325
 MK1325.Superseded values are not recommended for survey control.
 MK1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1325.See file dsdata.txt to determine how the superseded data were derived.
 MK1325
 MK1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL380758(NAD 83)
 MK1325_MARKER: DB = BENCH MARK DISK
 MK1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1325_STAMPING: F 335 1950
 MK1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1325+STABILITY: SURFACE MOTION
 MK1325
 MK1325  HISTORY     - Date     Condition        Report By
 MK1325  HISTORY     - 1950     MONUMENTED       CGS
 MK1325
 MK1325                          STATION DESCRIPTION
 MK1325
 MK1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1325'7.2 MI SW FROM BELLWOOD.
 MK1325'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1325'BELLWOOD, THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, THENCE
 MK1325'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST
 MK1325'ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 189 FEET WEST OF
 MK1325'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 28 FEET SOUTH OF THE
 MK1325'CENTER LINE OF AN EAST AND WEST ROAD, 2.2 FEET WEST OF THE
 MK1325'FIRST POWER POLE WEST OF THE ROAD INTERSECTION, 2.2 FEET NORTHEAST
 MK1325'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1325'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0140 ***********************************************************************
 LH0140  DESIGNATION -  F 337
 LH0140  PID         -  LH0140
 LH0140  STATE/COUNTY-  NE/HAMILTON
 LH0140  USGS QUAD   -  MURPHY (1969)
 LH0140
 LH0140                         *CURRENT SURVEY CONTROL
 LH0140  ___________________________________________________________________
 LH0140* NAD 83(1986)-  40 52 48.     (N)    098 07 00.     (W)     SCALED    
 LH0140* NAVD 88     -       563.922  (meters)    1850.13   (feet)  ADJUSTED  
 LH0140  ___________________________________________________________________
 LH0140  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 LH0140  DYNAMIC HT  -         563.628 (meters)    1849.17  (feet)  COMP
 LH0140  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 LH0140
 LH0140  VERT ORDER  -  SECOND    CLASS 0
 LH0140
 LH0140.The horizontal coordinates were scaled from a topographic map and have
 LH0140.an estimated accuracy of +/- 6 seconds.
 LH0140
 LH0140.The orthometric height was determined by differential leveling
 LH0140.and adjusted by the National Geodetic Survey in June 1991..
 LH0140
 LH0140.The geoid height was determined by GEOID03.
 LH0140
 LH0140.The dynamic height is computed by dividing the NAVD 88
 LH0140.geopotential number by the normal gravity value computed on the
 LH0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0140.degrees latitude (g = 980.6199 gals.).
 LH0140
 LH0140.The modeled gravity was interpolated from observed gravity values.
 LH0140
 LH0140;                    North         East    Units  Estimated Accuracy
 LH0140;SPC NE       -   117,940.      658,680.      MT  (+/- 180 meters Scaled)
 LH0140
 LH0140                          SUPERSEDED SURVEY CONTROL
 LH0140
 LH0140  NGVD 29 (??/??/92)  563.684  (m)         1849.35   (f) ADJ UNCH    2 0
 LH0140
 LH0140.Superseded values are not recommended for survey control.
 LH0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0140.See file dsdata.txt to determine how the superseded data were derived.
 LH0140
 LH0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL744258(NAD 83)
 LH0140_MARKER: DB = BENCH MARK DISK
 LH0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0140_SP_SET: CONCRETE FOUNDATION
 LH0140_STAMPING: F 337 1950
 LH0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0140
 LH0140  HISTORY     - Date     Condition        Report By
 LH0140  HISTORY     - 1950     MONUMENTED       CGS
 LH0140
 LH0140                          STATION DESCRIPTION
 LH0140
 LH0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0140'AT MURPHY.
 LH0140'AT MURPHY, 122 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK
 LH0140'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 17 FEET NORTHEAST
 LH0140'OF THE NORTHWEST CORNER OF THE AURORA CO-OP GRAIN ELEVATOR,
 LH0140'2.3 FEET NORTH OF THE OFFICE WINDOW OF THE SCALES OFFICE, AND
 LH0140'SET IN CENTER OF THE TOP OF THE SOUTH FOUNDATION OF THE SCALES
 LH0140'WHICH IS ABOUT LEVEL WITH THE GROUND.  NOTE-- THIS BENCH MARK
 LH0140'IS 0.3 MILE WEST OF BENCH MARK M 138 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0458 ***********************************************************************
 NP0458  DESIGNATION -  F 340
 NP0458  PID         -  NP0458
 NP0458  STATE/COUNTY-  NE/SIOUX
 NP0458  USGS QUAD   -  HARRISON WEST (1978)
 NP0458
 NP0458                         *CURRENT SURVEY CONTROL
 NP0458  ___________________________________________________________________
 NP0458* NAD 83(1986)-  42 41 07.     (N)    103 53 00.     (W)     SCALED    
 NP0458* NAVD 88     -      1480.213  (meters)    4856.33   (feet)  ADJUSTED  
 NP0458  ___________________________________________________________________
 NP0458  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 NP0458  DYNAMIC HT  -        1479.340 (meters)    4853.47  (feet)  COMP
 NP0458  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 NP0458
 NP0458  VERT ORDER  -  FIRST     CLASS II
 NP0458
 NP0458.The horizontal coordinates were scaled from a topographic map and have
 NP0458.an estimated accuracy of +/- 6 seconds.
 NP0458
 NP0458.The orthometric height was determined by differential leveling
 NP0458.and adjusted by the National Geodetic Survey in June 1991..
 NP0458
 NP0458.The geoid height was determined by GEOID03.
 NP0458
 NP0458.The dynamic height is computed by dividing the NAVD 88
 NP0458.geopotential number by the normal gravity value computed on the
 NP0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0458.degrees latitude (g = 980.6199 gals.).
 NP0458
 NP0458.The modeled gravity was interpolated from observed gravity values.
 NP0458
 NP0458;                    North         East    Units  Estimated Accuracy
 NP0458;SPC NE       -   323,810.      181,890.      MT  (+/- 180 meters Scaled)
 NP0458
 NP0458                          SUPERSEDED SURVEY CONTROL
 NP0458
 NP0458  NGVD 29 (??/??/92) 1479.526  (m)         4854.08   (f) ADJ UNCH    1 2
 NP0458
 NP0458.Superseded values are not recommended for survey control.
 NP0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0458.See file dsdata.txt to determine how the superseded data were derived.
 NP0458
 NP0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH914264(NAD 83)
 NP0458_MARKER: DB = BENCH MARK DISK
 NP0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0458_STAMPING: F 340 1954
 NP0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0458+STABILITY: SURFACE MOTION
 NP0458
 NP0458  HISTORY     - Date     Condition        Report By
 NP0458  HISTORY     - 1954     MONUMENTED       CGS
 NP0458  HISTORY     - 1956     GOOD             NGS
 NP0458
 NP0458                          STATION DESCRIPTION
 NP0458
 NP0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0458'AT HARRISON.
 NP0458'AT HARRISON, 126 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 NP0458'CHICAGO AND NORTH WESTERN RAILROAD STATION, 106 FEET SOUTH OF THE
 NP0458'SOUTH RAIL OF THE MAIN TRACK, 53 FEET EAST OF THE CENTER LINE OF
 NP0458'STATE HIGHWAY 29, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 NP0458'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 NP0458'IN THE NORTHEAST 1/4 OF SECTION 7, TOWNSHIP 31 NORTH, RANGE 56
 NP0458'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0320 ***********************************************************************
 NP0320  DESIGNATION -  F 341
 NP0320  PID         -  NP0320
 NP0320  STATE/COUNTY-  NE/SIOUX
 NP0320  USGS QUAD   -  CRAWFORD (1980)
 NP0320
 NP0320                         *CURRENT SURVEY CONTROL
 NP0320  ___________________________________________________________________
 NP0320* NAD 83(1986)-  42 39 13.     (N)    103 29 24.     (W)     SCALED    
 NP0320* NAVD 88     -      1167.709  (meters)    3831.06   (feet)  ADJUSTED  
 NP0320  ___________________________________________________________________
 NP0320  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 NP0320  DYNAMIC HT  -        1167.065 (meters)    3828.95  (feet)  COMP
 NP0320  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 NP0320
 NP0320  VERT ORDER  -  FIRST     CLASS II
 NP0320
 NP0320.The horizontal coordinates were scaled from a topographic map and have
 NP0320.an estimated accuracy of +/- 6 seconds.
 NP0320
 NP0320.The orthometric height was determined by differential leveling
 NP0320.and adjusted by the National Geodetic Survey in June 1991..
 NP0320
 NP0320.The geoid height was determined by GEOID03.
 NP0320
 NP0320.The dynamic height is computed by dividing the NAVD 88
 NP0320.geopotential number by the normal gravity value computed on the
 NP0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0320.degrees latitude (g = 980.6199 gals.).
 NP0320
 NP0320.The modeled gravity was interpolated from observed gravity values.
 NP0320
 NP0320;                    North         East    Units  Estimated Accuracy
 NP0320;SPC NE       -   318,920.      213,950.      MT  (+/- 180 meters Scaled)
 NP0320
 NP0320                          SUPERSEDED SURVEY CONTROL
 NP0320
 NP0320  NGVD 29 (??/??/92) 1167.100  (m)         3829.06   (f) ADJ UNCH    1 2
 NP0320
 NP0320.Superseded values are not recommended for survey control.
 NP0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0320.See file dsdata.txt to determine how the superseded data were derived.
 NP0320
 NP0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH237234(NAD 83)
 NP0320_MARKER: DB = BENCH MARK DISK
 NP0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0320_STAMPING: F 341 1954
 NP0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0320+STABILITY: SURFACE MOTION
 NP0320
 NP0320  HISTORY     - Date     Condition        Report By
 NP0320  HISTORY     - 1954     MONUMENTED       CGS
 NP0320
 NP0320                          STATION DESCRIPTION
 NP0320
 NP0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0320'4.6 MI SW FROM CRAWFORD.
 NP0320'4.6 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0320'FROM THE STATION AT CRAWFORD, 4 POLES WEST OF MILEPOST 437,
 NP0320'36 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF A FENCE, 2.5
 NP0320'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NP0320'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0136 ***********************************************************************
 NP0136  DESIGNATION -  F 342
 NP0136  PID         -  NP0136
 NP0136  STATE/COUNTY-  NE/BOX BUTTE
 NP0136  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0136
 NP0136                         *CURRENT SURVEY CONTROL
 NP0136  ___________________________________________________________________
 NP0136* NAD 83(1986)-  42 06 22.     (N)    102 52 17.     (W)     SCALED    
 NP0136* NAVD 88     -      1213.034  (meters)    3979.76   (feet)  ADJUSTED  
 NP0136  ___________________________________________________________________
 NP0136  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 NP0136  DYNAMIC HT  -        1212.329 (meters)    3977.45  (feet)  COMP
 NP0136  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 NP0136
 NP0136  VERT ORDER  -  FIRST     CLASS II
 NP0136
 NP0136.The horizontal coordinates were scaled from a topographic map and have
 NP0136.an estimated accuracy of +/- 6 seconds.
 NP0136
 NP0136.The orthometric height was determined by differential leveling
 NP0136.and adjusted by the National Geodetic Survey in June 1991..
 NP0136
 NP0136.The geoid height was determined by GEOID03.
 NP0136
 NP0136.The dynamic height is computed by dividing the NAVD 88
 NP0136.geopotential number by the normal gravity value computed on the
 NP0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0136.degrees latitude (g = 980.6199 gals.).
 NP0136
 NP0136.The modeled gravity was interpolated from observed gravity values.
 NP0136
 NP0136;                    North         East    Units  Estimated Accuracy
 NP0136;SPC NE       -   256,280.      262,610.      MT  (+/- 180 meters Scaled)
 NP0136
 NP0136                          SUPERSEDED SURVEY CONTROL
 NP0136
 NP0136  NGVD 29 (??/??/92) 1212.453  (m)         3977.86   (f) ADJ UNCH    1 2
 NP0136
 NP0136.Superseded values are not recommended for survey control.
 NP0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0136.See file dsdata.txt to determine how the superseded data were derived.
 NP0136
 NP0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG759637(NAD 83)
 NP0136_MARKER: DB = BENCH MARK DISK
 NP0136_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NP0136_SP_SET: BUILDING WALL
 NP0136_STAMPING: F 342 1956
 NP0136_MARK LOGO: CGS   
 NP0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0136+STABILITY: POSITION/ELEVATION WELL
 NP0136
 NP0136  HISTORY     - Date     Condition        Report By
 NP0136  HISTORY     - 1956     MONUMENTED       CGS
 NP0136  HISTORY     - 1985     GOOD             NGS
 NP0136
 NP0136                          STATION DESCRIPTION
 NP0136
 NP0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0136'AT ALLIANCE.
 NP0136'AT ALLIANCE, AT THE JUNIOR HIGH SCHOOL, ON BOX BUTTE AVENUE,
 NP0136'BETWEEN 11TH AND 12TH STREET, 24 FEET NORTH OF THE CENTER OF THE
 NP0136'EAST ENTRANCE TO THE SCHOOL BUILDING, 5.3 FEET SOUTH OF THE
 NP0136'NORTHEAST CORNER OF THE BUILDING, 2.4 FEET ABOVE THE GROUND, SET
 NP0136'VERTICALLY IN THE EAST BRICK WALL OF THE BUILDING, IN THE
 NP0136'SOUTHWEST 1/4 OF SECTION 25, TOWNSHIP 25 NORTH, RANGE 48 WEST.
 NP0136
 NP0136                          STATION RECOVERY (1985)
 NP0136
 NP0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0368 ***********************************************************************
 NP0368  DESIGNATION -  F 343
 NP0368  PID         -  NP0368
 NP0368  STATE/COUNTY-  NE/DAWES
 NP0368  USGS QUAD   -  MARSLAND (1983)
 NP0368
 NP0368                         *CURRENT SURVEY CONTROL
 NP0368  ___________________________________________________________________
 NP0368* NAD 83(1986)-  42 27 05.     (N)    103 17 55.     (W)     SCALED    
 NP0368* NAVD 88     -      1268.993  (meters)    4163.35   (feet)  ADJUSTED  
 NP0368  ___________________________________________________________________
 NP0368  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 NP0368  DYNAMIC HT  -        1268.241 (meters)    4160.89  (feet)  COMP
 NP0368  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 NP0368
 NP0368  VERT ORDER  -  FIRST     CLASS II
 NP0368
 NP0368.The horizontal coordinates were scaled from a topographic map and have
 NP0368.an estimated accuracy of +/- 6 seconds.
 NP0368
 NP0368.The orthometric height was determined by differential leveling
 NP0368.and adjusted by the National Geodetic Survey in June 1991..
 NP0368
 NP0368.The geoid height was determined by GEOID03.
 NP0368
 NP0368.The dynamic height is computed by dividing the NAVD 88
 NP0368.geopotential number by the normal gravity value computed on the
 NP0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0368.degrees latitude (g = 980.6199 gals.).
 NP0368
 NP0368.The modeled gravity was interpolated from observed gravity values.
 NP0368
 NP0368;                    North         East    Units  Estimated Accuracy
 NP0368;SPC NE       -   295,860.      228,770.      MT  (+/- 180 meters Scaled)
 NP0368
 NP0368                          SUPERSEDED SURVEY CONTROL
 NP0368
 NP0368  NGVD 29 (??/??/92) 1268.329  (m)         4161.18   (f) ADJ UNCH    1 2
 NP0368
 NP0368.Superseded values are not recommended for survey control.
 NP0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0368.See file dsdata.txt to determine how the superseded data were derived.
 NP0368
 NP0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH399012(NAD 83)
 NP0368_MARKER: DB = BENCH MARK DISK
 NP0368_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0368_SP_SET: WINGWALL
 NP0368_STAMPING: F 343 1956
 NP0368_MARK LOGO: CGS   
 NP0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0368+STABILITY: SURFACE MOTION
 NP0368
 NP0368  HISTORY     - Date     Condition        Report By
 NP0368  HISTORY     - 1956     MONUMENTED       CGS
 NP0368  HISTORY     - 1985     GOOD             NGS
 NP0368
 NP0368                          STATION DESCRIPTION
 NP0368
 NP0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0368'0.4 MI N FROM MARSLAND.
 NP0368'0.4 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0368'FROM THE STATION SIGN AT MARSLAND, 62 FEET SOUTH OF MILEPOST
 NP0368'401, 28 FEET NORTH OF THE CENTER LINE OF A ROAD, 25 FEET EAST
 NP0368'OF THE EAST RAIL OF THE MAIN TRACK, 4 FEET BELOW THE TOP OF THE
 NP0368'RAILS, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A LARGE
 NP0368'CONCRETE CULVERT, IN THE SOUTHWEST 1/4 OF SECTION 27, TOWNSHIP
 NP0368'29 NORTH, RANGE 51 WEST.
 NP0368
 NP0368                          STATION RECOVERY (1985)
 NP0368
 NP0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0368'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0368'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 0.88 KM
 NP0368'(0.55 MI) NORTH ALONG THE BURLINGTON RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0384 ***********************************************************************
 NP0384  DESIGNATION -  F 344
 NP0384  PID         -  NP0384
 NP0384  STATE/COUNTY-  NE/BOX BUTTE
 NP0384  USGS QUAD   -  MARSLAND SE (1983)
 NP0384
 NP0384                         *CURRENT SURVEY CONTROL
 NP0384  ___________________________________________________________________
 NP0384* NAD 83(1986)-  42 19 23.     (N)    103 20 52.     (W)     SCALED    
 NP0384* NAVD 88     -      1387.177  (meters)    4551.10   (feet)  POSTED    
 NP0384  ___________________________________________________________________
 NP0384  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 NP0384  DYNAMIC HT  -        1386.330 (meters)    4548.32  (feet)  COMP
 NP0384  MODELED GRAV-     979,959.7   (mgal)                       NAVD 88
 NP0384
 NP0384  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 NP0384
 NP0384.The horizontal coordinates were scaled from a topographic map and have
 NP0384.an estimated accuracy of +/- 6 seconds.
 NP0384
 NP0384.The orthometric height was determined by differential leveling
 NP0384.and adjusted by the National Geodetic Survey in 1992..
 NP0384.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 NP0384.rate of 2.1 thru 3.0 mm/km.
 NP0384
 NP0384.The geoid height was determined by GEOID03.
 NP0384
 NP0384.The dynamic height is computed by dividing the NAVD 88
 NP0384.geopotential number by the normal gravity value computed on the
 NP0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0384.degrees latitude (g = 980.6199 gals.).
 NP0384
 NP0384.The modeled gravity was interpolated from observed gravity values.
 NP0384
 NP0384;                    North         East    Units  Estimated Accuracy
 NP0384;SPC NE       -   281,770.      224,180.      MT  (+/- 180 meters Scaled)
 NP0384
 NP0384                          SUPERSEDED SURVEY CONTROL
 NP0384
 NP0384  NGVD 29 (??/??/92) 1386.491  (m)         4548.85   (f) ADJ UNCH    2 0
 NP0384
 NP0384.Superseded values are not recommended for survey control.
 NP0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0384.See file dsdata.txt to determine how the superseded data were derived.
 NP0384
 NP0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG361869(NAD 83)
 NP0384_MARKER: DB = BENCH MARK DISK
 NP0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0384_STAMPING: F 344 1956
 NP0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0384+STABILITY: SURFACE MOTION
 NP0384
 NP0384  HISTORY     - Date     Condition        Report By
 NP0384  HISTORY     - 1956     MONUMENTED       CGS
 NP0384  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0384
 NP0384                          STATION DESCRIPTION
 NP0384
 NP0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0384'14 MI W FROM HEMINGFORD.
 NP0384'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE
 NP0384'AT HEMINGFORD, THENCE 2.0 MILES WEST ALONG STATE HIGHWAY 87, 39
 NP0384'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF
 NP0384'THE CENTER OF A WIRE GATE, 1.4 FEET NORTH OF A FENCE, 1.4 FEET
 NP0384'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NP0384'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE NORTHEAST
 NP0384'1/4 OF SECTION 14, TOWNSHIP 27 NORTH, RANGE 52 WEST.
 NP0384
 NP0384                          STATION RECOVERY (1981)
 NP0384
 NP0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0380 ***********************************************************************
 NP0380  DESIGNATION -  F 345
 NP0380  PID         -  NP0380
 NP0380  STATE/COUNTY-  NE/BOX BUTTE
 NP0380  USGS QUAD   -  MARSLAND SW (1983)
 NP0380
 NP0380                         *CURRENT SURVEY CONTROL
 NP0380  ___________________________________________________________________
 NP0380* NAD 83(1986)-  42 18 33.     (N)    103 23 10.     (W)     SCALED    
 NP0380* NAVD 88     -      1388.131  (meters)    4554.23   (feet)  POSTED    
 NP0380  ___________________________________________________________________
 NP0380  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 NP0380  DYNAMIC HT  -        1387.280 (meters)    4551.43  (feet)  COMP
 NP0380  MODELED GRAV-     979,958.2   (mgal)                       NAVD 88
 NP0380
 NP0380  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0380
 NP0380.The horizontal coordinates were scaled from a topographic map and have
 NP0380.an estimated accuracy of +/- 6 seconds.
 NP0380
 NP0380.The orthometric height was determined by differential leveling
 NP0380.and adjusted by the National Geodetic Survey in 1992..
 NP0380.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0380.rate of 1.1 thru 2.0 mm/km.
 NP0380
 NP0380.The geoid height was determined by GEOID03.
 NP0380
 NP0380.The dynamic height is computed by dividing the NAVD 88
 NP0380.geopotential number by the normal gravity value computed on the
 NP0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0380.degrees latitude (g = 980.6199 gals.).
 NP0380
 NP0380.The modeled gravity was interpolated from observed gravity values.
 NP0380
 NP0380;                    North         East    Units  Estimated Accuracy
 NP0380;SPC NE       -   280,360.      220,960.      MT  (+/- 180 meters Scaled)
 NP0380
 NP0380                          SUPERSEDED SURVEY CONTROL
 NP0380
 NP0380  NGVD 29 (??/??/92) 1387.442  (m)         4551.97   (f) ADJ UNCH    2 0
 NP0380
 NP0380.Superseded values are not recommended for survey control.
 NP0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0380.See file dsdata.txt to determine how the superseded data were derived.
 NP0380
 NP0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG330853(NAD 83)
 NP0380_MARKER: DB = BENCH MARK DISK
 NP0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0380_STAMPING: F 345 1956
 NP0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0380+STABILITY: SURFACE MOTION
 NP0380
 NP0380  HISTORY     - Date     Condition        Report By
 NP0380  HISTORY     - 1956     MONUMENTED       CGS
 NP0380
 NP0380                          STATION DESCRIPTION
 NP0380
 NP0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0380'17 MI W FROM HEMINGFORD.
 NP0380'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0380'OFFICE AT HEMINGFORD, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY
 NP0380'87, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, 1.0 MILE
 NP0380'SOUTH OF A SCHOOLHOUSE, 67 FEET NORTH OF THE CENTER LINE OF AN
 NP0380'EAST AND WEST ROAD, 48 FEET WEST OF THE CENTER LINE OF A NORTH
 NP0380'AND SOUTH ROAD, 56 FEET NORTH OF A MAIL BOX, 2 FEET EAST OF A
 NP0380'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0380'0.5 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 16,
 NP0380'TOWNSHIP 27 NORTH, RANGE 52 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1705 ***********************************************************************
 MK1705  DESIGNATION -  F 346
 MK1705  PID         -  MK1705
 MK1705  STATE/COUNTY-  NE/PLATTE
 MK1705  USGS QUAD   -  TARNOV (1985)
 MK1705
 MK1705                         *CURRENT SURVEY CONTROL
 MK1705  ___________________________________________________________________
 MK1705* NAD 83(1986)-  41 33 45.     (N)    097 34 14.     (W)     SCALED    
 MK1705* NAVD 88     -       476.044  (meters)    1561.82   (feet)  ADJUSTED  
 MK1705  ___________________________________________________________________
 MK1705  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 MK1705  DYNAMIC HT  -         475.834 (meters)    1561.13  (feet)  COMP
 MK1705  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 MK1705
 MK1705  VERT ORDER  -  SECOND    CLASS 0
 MK1705
 MK1705.The horizontal coordinates were scaled from a topographic map and have
 MK1705.an estimated accuracy of +/- 6 seconds.
 MK1705
 MK1705.The orthometric height was determined by differential leveling
 MK1705.and adjusted by the National Geodetic Survey in June 1991..
 MK1705
 MK1705.The geoid height was determined by GEOID03.
 MK1705
 MK1705.The dynamic height is computed by dividing the NAVD 88
 MK1705.geopotential number by the normal gravity value computed on the
 MK1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1705.degrees latitude (g = 980.6199 gals.).
 MK1705
 MK1705.The modeled gravity was interpolated from observed gravity values.
 MK1705
 MK1705;                    North         East    Units  Estimated Accuracy
 MK1705;SPC NE       -   194,830.      702,560.      MT  (+/- 180 meters Scaled)
 MK1705
 MK1705                          SUPERSEDED SURVEY CONTROL
 MK1705
 MK1705  NGVD 29 (??/??/92)  475.850  (m)         1561.18   (f) ADJ UNCH    2 0
 MK1705
 MK1705.Superseded values are not recommended for survey control.
 MK1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1705.See file dsdata.txt to determine how the superseded data were derived.
 MK1705
 MK1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM191021(NAD 83)
 MK1705_MARKER: DB = BENCH MARK DISK
 MK1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1705_STAMPING: F 346 1957
 MK1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1705+STABILITY: SURFACE MOTION
 MK1705
 MK1705  HISTORY     - Date     Condition        Report By
 MK1705  HISTORY     - 1957     MONUMENTED       CGS
 MK1705  HISTORY     - 1989     GOOD             LOCSUR
 MK1705
 MK1705                          STATION DESCRIPTION
 MK1705
 MK1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1705'5.6 MI NW FROM PLATTE CENTER.
 MK1705'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1705'STATION AT PLATTE CENTER, THENCE 3.6 MILES WEST ALONG A ROAD,
 MK1705'THENCE 1.8 MILES NORTHWEST ALONG A ROAD, IN SECTION 5, T. 18 N.,
 MK1705'R. 2 W., 119 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 MK1705'23 FEET NORTH OF THE CENTER LINE OF THE ENTRANCE TO A CEMETERY,
 MK1705'2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 MK1705'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 MK1705'CONCRETE POST WHICH PROJECTS 5 INCHES.
 MK1705
 MK1705                          STATION RECOVERY (1989)
 MK1705
 MK1705'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0207 ***********************************************************************
 NO0207  DESIGNATION -  F 347
 NO0207  PID         -  NO0207
 NO0207  STATE/COUNTY-  NE/CHERRY
 NO0207  USGS QUAD   -  CODY EAST (1985)
 NO0207
 NO0207                         *CURRENT SURVEY CONTROL
 NO0207  ___________________________________________________________________
 NO0207* NAD 83(1986)-  42 55 52.     (N)    101 11 05.     (W)     SCALED    
 NO0207* NAVD 88     -       947.420  (meters)    3108.33   (feet)  ADJUSTED  
 NO0207  ___________________________________________________________________
 NO0207  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 NO0207  DYNAMIC HT  -         947.016 (meters)    3107.00  (feet)  COMP
 NO0207  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 NO0207
 NO0207  VERT ORDER  -  FIRST     CLASS II
 NO0207
 NO0207.The horizontal coordinates were scaled from a topographic map and have
 NO0207.an estimated accuracy of +/- 6 seconds.
 NO0207
 NO0207.The orthometric height was determined by differential leveling
 NO0207.and adjusted by the National Geodetic Survey in June 1991..
 NO0207
 NO0207.The geoid height was determined by GEOID03.
 NO0207
 NO0207.The dynamic height is computed by dividing the NAVD 88
 NO0207.geopotential number by the normal gravity value computed on the
 NO0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0207.degrees latitude (g = 980.6199 gals.).
 NO0207
 NO0207.The modeled gravity was interpolated from observed gravity values.
 NO0207
 NO0207;                    North         East    Units  Estimated Accuracy
 NO0207;SPC NE       -   344,630.      403,300.      MT  (+/- 180 meters Scaled)
 NO0207
 NO0207                          SUPERSEDED SURVEY CONTROL
 NO0207
 NO0207  NGVD 29 (??/??/92)  947.049  (m)         3107.11   (f) ADJ UNCH    1 2
 NO0207
 NO0207.Superseded values are not recommended for survey control.
 NO0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0207.See file dsdata.txt to determine how the superseded data were derived.
 NO0207
 NO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN217554(NAD 83)
 NO0207_MARKER: DB = BENCH MARK DISK
 NO0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NO0207_SP_SET: CULVERT
 NO0207_STAMPING: F 347 1957
 NO0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0207
 NO0207  HISTORY     - Date     Condition        Report By
 NO0207  HISTORY     - 1957     MONUMENTED       CGS
 NO0207
 NO0207                          STATION DESCRIPTION
 NO0207
 NO0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0207'3.3 MI E FROM CODY.
 NO0207'ABOUT 3.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0207'FROM THE STATION AT CODY, IN SECTION, 10, T. 34 N., R. 33 W.,
 NO0207'NEAR THE CENTER OF A NORTHEAST-SOUTHWEST TANGENT IN THE TRACK,
 NO0207'33 FEET SOUTHWEST OF MILEPOST 304, 34 FEET SOUTHEAST OF THE
 NO0207'SOUTHEAST RAIL, ABOUT 9 FEET BELOW THE RAIL AND IN THE TOP OF THE
 NO0207'SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 24-INCH PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0217 ***********************************************************************
 NP0217  DESIGNATION -  F 348
 NP0217  PID         -  NP0217
 NP0217  STATE/COUNTY-  NE/DAWES
 NP0217  USGS QUAD   -  BORDEAUX (1969)
 NP0217
 NP0217                         *CURRENT SURVEY CONTROL
 NP0217  ___________________________________________________________________
 NP0217* NAD 83(1986)-  42 46 02.     (N)    102 48 45.     (W)     SCALED    
 NP0217* NAVD 88     -      1127.327  (meters)    3698.57   (feet)  ADJUSTED  
 NP0217  ___________________________________________________________________
 NP0217  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 NP0217  DYNAMIC HT  -        1126.759 (meters)    3696.71  (feet)  COMP
 NP0217  MODELED GRAV-     980,078.6   (mgal)                       NAVD 88
 NP0217
 NP0217  VERT ORDER  -  FIRST     CLASS II
 NP0217
 NP0217.The horizontal coordinates were scaled from a topographic map and have
 NP0217.an estimated accuracy of +/- 6 seconds.
 NP0217
 NP0217.The orthometric height was determined by differential leveling
 NP0217.and adjusted by the National Geodetic Survey in June 1991..
 NP0217
 NP0217.The geoid height was determined by GEOID03.
 NP0217
 NP0217.The dynamic height is computed by dividing the NAVD 88
 NP0217.geopotential number by the normal gravity value computed on the
 NP0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0217.degrees latitude (g = 980.6199 gals.).
 NP0217
 NP0217.The modeled gravity was interpolated from observed gravity values.
 NP0217
 NP0217;                    North         East    Units  Estimated Accuracy
 NP0217;SPC NE       -   329,510.      269,870.      MT  (+/- 180 meters Scaled)
 NP0217
 NP0217                          SUPERSEDED SURVEY CONTROL
 NP0217
 NP0217  NGVD 29 (??/??/92) 1126.784  (m)         3696.79   (f) ADJ UNCH    1 2
 NP0217
 NP0217.Superseded values are not recommended for survey control.
 NP0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0217.See file dsdata.txt to determine how the superseded data were derived.
 NP0217
 NP0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH789372(NAD 83)
 NP0217_MARKER: DB = BENCH MARK DISK
 NP0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0217_SP_SET: ABUTMENT
 NP0217_STAMPING: F 348 1957
 NP0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0217
 NP0217  HISTORY     - Date     Condition        Report By
 NP0217  HISTORY     - 1957     MONUMENTED       CGS
 NP0217
 NP0217                          STATION DESCRIPTION
 NP0217
 NP0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0217'8.8 MI NW FROM HAY SPRINGS.
 NP0217'ABOUT 8.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0217'RAILWAY FROM THE STATION AT HAY SPRINGS, IN SECTION 3, T. 32 N.,
 NP0217'R. 47 W., 13 1/2 POLES NORTHWEST OF MILEPOST 395, 4 RAILS
 NP0217'SOUTHEAST OF THE SWITCH STAND AT THE SOUTHEAST END OF BORDEAUX
 NP0217'SIDING, IN THE SOUTHWEST END OF THE BRIDGE SEAT OF THE SOUTHEAST
 NP0217'ABUTMENT OF THE BRIDGE OVER BORDEAUX CREEK AND ABOUT 1 FOOT
 NP0217'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0235 ***********************************************************************
 NP0235  DESIGNATION -  F 349
 NP0235  PID         -  NP0235
 NP0235  STATE/COUNTY-  NE/DAWES
 NP0235  USGS QUAD   -  CHADRON EAST (1970)
 NP0235
 NP0235                         *CURRENT SURVEY CONTROL
 NP0235  ___________________________________________________________________
 NP0235* NAD 83(1986)-  42 50 27.     (N)    102 59 34.     (W)     SCALED    
 NP0235* NAVD 88     -      1033.840  (meters)    3391.86   (feet)  ADJUSTED  
 NP0235  ___________________________________________________________________
 NP0235  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0235  DYNAMIC HT  -        1033.331 (meters)    3390.19  (feet)  COMP
 NP0235  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 NP0235
 NP0235  VERT ORDER  -  FIRST     CLASS II
 NP0235
 NP0235.The horizontal coordinates were scaled from a topographic map and have
 NP0235.an estimated accuracy of +/- 6 seconds.
 NP0235
 NP0235.The orthometric height was determined by differential leveling
 NP0235.and adjusted by the National Geodetic Survey in June 1991..
 NP0235
 NP0235.The geoid height was determined by GEOID03.
 NP0235
 NP0235.The dynamic height is computed by dividing the NAVD 88
 NP0235.geopotential number by the normal gravity value computed on the
 NP0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0235.degrees latitude (g = 980.6199 gals.).
 NP0235
 NP0235.The modeled gravity was interpolated from observed gravity values.
 NP0235
 NP0235;                    North         East    Units  Estimated Accuracy
 NP0235;SPC NE       -   338,170.      255,400.      MT  (+/- 180 meters Scaled)
 NP0235
 NP0235                          SUPERSEDED SURVEY CONTROL
 NP0235
 NP0235  NGVD 29 (??/??/92) 1033.299  (m)         3390.08   (f) ADJ UNCH    1 2
 NP0235
 NP0235.Superseded values are not recommended for survey control.
 NP0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0235.See file dsdata.txt to determine how the superseded data were derived.
 NP0235
 NP0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH640450(NAD 83)
 NP0235_MARKER: DB = BENCH MARK DISK
 NP0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0235_STAMPING: F 349 1957
 NP0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0235+STABILITY: SURFACE MOTION
 NP0235
 NP0235  HISTORY     - Date     Condition        Report By
 NP0235  HISTORY     - 1957     MONUMENTED       CGS
 NP0235  HISTORY     - 1974     GOOD             LOCENG
 NP0235
 NP0235                          STATION DESCRIPTION
 NP0235
 NP0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0235'0.9 MI NE FROM CHADRON.
 NP0235'ABOUT 0.6 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE
 NP0235'AT CHADRON, THENCE 0.3 MILE EAST ALONG A DIRT STREET, IN SECTION
 NP0235'17, T. 33 N., R. 48 W., AT O AND N AIRPORT, 1 FOOT EAST OF THE
 NP0235'NORTHEAST CORNER OF THE SECOND HANGAR SOUTH FROM THE NORTH
 NP0235'END OF A ROW OF HANGARS, IN THE TOP OF A CONCRETE POST WHICH
 NP0235'PROJECTS 5 INCHES.
 NP0235
 NP0235                          STATION RECOVERY (1974)
 NP0235
 NP0235'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NP0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0057 ***********************************************************************
 NP0057  DESIGNATION -  F 35
 NP0057  PID         -  NP0057
 NP0057  STATE/COUNTY-  NE/SHERIDAN
 NP0057  USGS QUAD   -  GORDON (1969)
 NP0057
 NP0057                         *CURRENT SURVEY CONTROL
 NP0057  ___________________________________________________________________
 NP0057* NAD 83(1986)-  42 52 27.     (N)    102 12 09.     (W)     SCALED    
 NP0057* NAVD 88     -      1137.395  (meters)    3731.60   (feet)  ADJUSTED  
 NP0057  ___________________________________________________________________
 NP0057  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 NP0057  DYNAMIC HT  -        1136.861 (meters)    3729.85  (feet)  COMP
 NP0057  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 NP0057
 NP0057  VERT ORDER  -  SECOND    CLASS 0
 NP0057
 NP0057.The horizontal coordinates were scaled from a topographic map and have
 NP0057.an estimated accuracy of +/- 6 seconds.
 NP0057
 NP0057.The orthometric height was determined by differential leveling
 NP0057.and adjusted by the National Geodetic Survey in June 1991..
 NP0057
 NP0057.The geoid height was determined by GEOID03.
 NP0057
 NP0057.The dynamic height is computed by dividing the NAVD 88
 NP0057.geopotential number by the normal gravity value computed on the
 NP0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0057.degrees latitude (g = 980.6199 gals.).
 NP0057
 NP0057.The modeled gravity was interpolated from observed gravity values.
 NP0057
 NP0057;                    North         East    Units  Estimated Accuracy
 NP0057;SPC NE       -   339,940.      320,070.      MT  (+/- 180 meters Scaled)
 NP0057
 NP0057                          SUPERSEDED SURVEY CONTROL
 NP0057
 NP0057  NGVD 29 (??/??/92) 1136.895  (m)         3729.96   (f) ADJ UNCH    2 0
 NP0057
 NP0057.Superseded values are not recommended for survey control.
 NP0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0057.See file dsdata.txt to determine how the superseded data were derived.
 NP0057
 NP0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH284506(NAD 83)
 NP0057_MARKER: DB = BENCH MARK DISK
 NP0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0057_STAMPING: F 35 1934
 NP0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0057+STABILITY: SURFACE MOTION
 NP0057
 NP0057  HISTORY     - Date     Condition        Report By
 NP0057  HISTORY     - 1934     MONUMENTED       CGS
 NP0057  HISTORY     - 1941     MARK NOT FOUND   NGS
 NP0057
 NP0057                          STATION DESCRIPTION
 NP0057
 NP0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NP0057'4.9 MI N FROM GORDON.
 NP0057'4.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0057'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, 120
 NP0057'YARDS SOUTH OF A STUCCO FARMHOUSE, 33 FEET WEST OF THE CENTERLINE
 NP0057'OF THE HIGHWAY, AND 4.8 FEET SOUTHEAST OF THE FENCE POST AT THE
 NP0057'SOUTHEAST CORNER OF A HOG LOT.  A STANDARD DISK, STAMPED F 35
 NP0057'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 NP0057'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0325 ***********************************************************************
 NO0325  DESIGNATION -  F 350
 NO0325  PID         -  NO0325
 NO0325  STATE/COUNTY-  NE/CHERRY
 NO0325  USGS QUAD   -  TRUMBULL LAKE (1990)
 NO0325
 NO0325                         *CURRENT SURVEY CONTROL
 NO0325  ___________________________________________________________________
 NO0325* NAD 83(1986)-  42 53 49.     (N)    101 49 21.     (W)     SCALED    
 NO0325* NAVD 88     -      1023.720  (meters)    3358.65   (feet)  ADJUSTED  
 NO0325  ___________________________________________________________________
 NO0325  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 NO0325  DYNAMIC HT  -        1023.257 (meters)    3357.14  (feet)  COMP
 NO0325  MODELED GRAV-     980,133.4   (mgal)                       NAVD 88
 NO0325
 NO0325  VERT ORDER  -  FIRST     CLASS II
 NO0325
 NO0325.The horizontal coordinates were scaled from a topographic map and have
 NO0325.an estimated accuracy of +/- 6 seconds.
 NO0325
 NO0325.The orthometric height was determined by differential leveling
 NO0325.and adjusted by the National Geodetic Survey in June 1991..
 NO0325
 NO0325.The geoid height was determined by GEOID03.
 NO0325
 NO0325.The dynamic height is computed by dividing the NAVD 88
 NO0325.geopotential number by the normal gravity value computed on the
 NO0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0325.degrees latitude (g = 980.6199 gals.).
 NO0325
 NO0325.The modeled gravity was interpolated from observed gravity values.
 NO0325
 NO0325;                    North         East    Units  Estimated Accuracy
 NO0325;SPC NE       -   341,740.      351,160.      MT  (+/- 180 meters Scaled)
 NO0325
 NO0325                          SUPERSEDED SURVEY CONTROL
 NO0325
 NO0325  NGVD 29 (??/??/92) 1023.278  (m)         3357.20   (f) ADJ UNCH    1 2
 NO0325
 NO0325.Superseded values are not recommended for survey control.
 NO0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0325.See file dsdata.txt to determine how the superseded data were derived.
 NO0325
 NO0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN695532(NAD 83)
 NO0325_MARKER: DB = BENCH MARK DISK
 NO0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0325_STAMPING: F 350 1957
 NO0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0325+STABILITY: SURFACE MOTION
 NO0325
 NO0325  HISTORY     - Date     Condition        Report By
 NO0325  HISTORY     - 1957     MONUMENTED       CGS
 NO0325
 NO0325                          STATION DESCRIPTION
 NO0325
 NO0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0325'6.8 MI W FROM MERRIMAN.
 NO0325'ABOUT 6.85 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0325'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 38 W., SECTION
 NO0325'29., AT THE WEST END OF A LARGE BORROW PIT LOCATED ON THE SOUTH
 NO0325'SIDE OF U.S. HIGHWAY 20, 268 FEET SOUTH AND ACROSS THE HIGHWAY
 NO0325'FROM THE SOUTH RAIL OF THE TRACK, 229 FEET SOUTH OF THE 2ND
 NO0325'TELEPHONE POLE EAST OF MILEPOST 339, 187 FEET SOUTH OF THE CENTER
 NO0325'LINE OF U.S. HIGHWAY 20, 153 FEET SOUTH OF A FENCE CORNER POST,
 NO0325'44 FEET NORTH OF A FENCE CORNER POST, 1 1/2 FEET EAST OF A FENCE,
 NO0325'1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 NO0325'OF A CONCRETE POST WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0013 ***********************************************************************
 NP0013  DESIGNATION -  F 351
 NP0013  PID         -  NP0013
 NP0013  STATE/COUNTY-  NE/SHERIDAN
 NP0013  USGS QUAD   -  GORDON (1969)
 NP0013
 NP0013                         *CURRENT SURVEY CONTROL
 NP0013  ___________________________________________________________________
 NP0013* NAD 83(1986)-  42 48 26.     (N)    102 10 59.     (W)     SCALED    
 NP0013* NAVD 88     -      1082.511  (meters)    3551.54   (feet)  ADJUSTED  
 NP0013  ___________________________________________________________________
 NP0013  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 NP0013  DYNAMIC HT  -        1081.999 (meters)    3549.86  (feet)  COMP
 NP0013  MODELED GRAV-     980,109.7   (mgal)                       NAVD 88
 NP0013
 NP0013  VERT ORDER  -  FIRST     CLASS II
 NP0013
 NP0013.This mark is at Gordon Municipal Airport (GRN)
 NP0013
 NP0013.The horizontal coordinates were scaled from a topographic map and have
 NP0013.an estimated accuracy of +/- 6 seconds.
 NP0013
 NP0013.The orthometric height was determined by differential leveling
 NP0013.and adjusted by the National Geodetic Survey in June 1991..
 NP0013
 NP0013.The geoid height was determined by GEOID03.
 NP0013
 NP0013.The dynamic height is computed by dividing the NAVD 88
 NP0013.geopotential number by the normal gravity value computed on the
 NP0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0013.degrees latitude (g = 980.6199 gals.).
 NP0013
 NP0013.The modeled gravity was interpolated from observed gravity values.
 NP0013
 NP0013;                    North         East    Units  Estimated Accuracy
 NP0013;SPC NE       -   332,460.      321,470.      MT  (+/- 180 meters Scaled)
 NP0013
 NP0013                          SUPERSEDED SURVEY CONTROL
 NP0013
 NP0013  NGVD 29 (??/??/92) 1082.024  (m)         3549.94   (f) ADJ UNCH    1 2
 NP0013
 NP0013.Superseded values are not recommended for survey control.
 NP0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0013.See file dsdata.txt to determine how the superseded data were derived.
 NP0013
 NP0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH303432(NAD 83)
 NP0013_MARKER: DB = BENCH MARK DISK
 NP0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0013_STAMPING: F 351 1957
 NP0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0013+STABILITY: SURFACE MOTION
 NP0013
 NP0013  HISTORY     - Date     Condition        Report By
 NP0013  HISTORY     - 1957     MONUMENTED       CGS
 NP0013
 NP0013                          STATION DESCRIPTION
 NP0013
 NP0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0013'1 MI NE FROM GORDON.
 NP0013'ABOUT 1.0 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0013'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 41 W., AND
 NP0013'IN THE WEST SIDE OF SECTION 29., AT A ROAD CROSSING, 102 FEET
 NP0013'EAST-NORTHEAST OF THE CENTER LINE OF A ROAD CROSSING, 103 FEET
 NP0013'NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 81 FEET NORTHEAST
 NP0013'OF A FENCE CORNER OF THE GORDON AIRPORT, 39 FEET SOUTHEAST OF THE
 NP0013'SOUTHEAST RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 8 1/2
 NP0013'FEET NORTHWEST OF A FENCE, 9 FEET NORTHEAST OF A TELEPHONE POLE,
 NP0013'1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND IN
 NP0013'THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0043 ***********************************************************************
 NP0043  DESIGNATION -  F 352
 NP0043  PID         -  NP0043
 NP0043  STATE/COUNTY-  NE/SHERIDAN
 NP0043  USGS QUAD   -  RUSHVILLE (1966)
 NP0043
 NP0043                         *CURRENT SURVEY CONTROL
 NP0043  ___________________________________________________________________
 NP0043* NAD 83(1986)-  42 44 20.     (N)    102 26 23.     (W)     SCALED    
 NP0043* NAVD 88     -      1142.752  (meters)    3749.18   (feet)  ADJUSTED  
 NP0043  ___________________________________________________________________
 NP0043  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 NP0043  DYNAMIC HT  -        1142.178 (meters)    3747.30  (feet)  COMP
 NP0043  MODELED GRAV-     980,079.0   (mgal)                       NAVD 88
 NP0043
 NP0043  VERT ORDER  -  FIRST     CLASS II
 NP0043
 NP0043.This mark is at Modisett Airport (9V5)
 NP0043
 NP0043.The horizontal coordinates were scaled from a topographic map and have
 NP0043.an estimated accuracy of +/- 6 seconds.
 NP0043
 NP0043.The orthometric height was determined by differential leveling
 NP0043.and adjusted by the National Geodetic Survey in June 1991..
 NP0043
 NP0043.The geoid height was determined by GEOID03.
 NP0043
 NP0043.The dynamic height is computed by dividing the NAVD 88
 NP0043.geopotential number by the normal gravity value computed on the
 NP0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0043.degrees latitude (g = 980.6199 gals.).
 NP0043
 NP0043.The modeled gravity was interpolated from observed gravity values.
 NP0043
 NP0043;                    North         East    Units  Estimated Accuracy
 NP0043;SPC NE       -   325,430.      300,270.      MT  (+/- 180 meters Scaled)
 NP0043
 NP0043                          SUPERSEDED SURVEY CONTROL
 NP0043
 NP0043  NGVD 29 (??/??/92) 1142.229  (m)         3747.46   (f) ADJ UNCH    1 2
 NP0043
 NP0043.Superseded values are not recommended for survey control.
 NP0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0043.See file dsdata.txt to determine how the superseded data were derived.
 NP0043
 NP0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH095349(NAD 83)
 NP0043_MARKER: DB = BENCH MARK DISK
 NP0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0043_STAMPING: F 352 1957
 NP0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0043+STABILITY: SURFACE MOTION
 NP0043
 NP0043  HISTORY     - Date     Condition        Report By
 NP0043  HISTORY     - 1957     MONUMENTED       CGS
 NP0043
 NP0043                          STATION DESCRIPTION
 NP0043
 NP0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0043'2.2 MI NE FROM RUSHVILLE.
 NP0043'ABOUT 1.25 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0043'RAILWAY FROM THE STATION AT RUSHVILLE, THENCE 1.0 MILE NORTH
 NP0043'ALONG A DIRT ROAD TO THE MODISETT AIRPORT, AT THE AIRPORT, 173
 NP0043'FEET SOUTH OF THE SOUTHEAST CORNER OF THE SOUTH HANGAR, 37 FEET
 NP0043'WEST OF THE CENTER LINE OF THE DIRT ROAD, 371 FEET SOUTH OF THE
 NP0043'AIRPORT ENTRANCE, 1 1/2 FEET WEST OF THE WEST RIGHT OF WAY
 NP0043'FENCE, IN T. 32 N., R. 44 W., SECTION 23., 1 FOOT WEST OF A
 NP0043'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 NP0043'POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0483 ***********************************************************************
 NP0483  DESIGNATION -  F 354
 NP0483  PID         -  NP0483
 NP0483  STATE/COUNTY-  NE/SIOUX
 NP0483  USGS QUAD   -  ORELLA (1980)
 NP0483
 NP0483                         *CURRENT SURVEY CONTROL
 NP0483  ___________________________________________________________________
 NP0483* NAD 83(1986)-  42 56 40.     (N)    103 35 30.     (W)     SCALED    
 NP0483* NAVD 88     -      1117.395  (meters)    3665.99   (feet)  ADJUSTED  
 NP0483  ___________________________________________________________________
 NP0483  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 NP0483  DYNAMIC HT  -        1116.860 (meters)    3664.23  (feet)  COMP
 NP0483  MODELED GRAV-     980,102.3   (mgal)                       NAVD 88
 NP0483
 NP0483  VERT ORDER  -  FIRST     CLASS II
 NP0483
 NP0483.The horizontal coordinates were scaled from a topographic map and have
 NP0483.an estimated accuracy of +/- 6 seconds.
 NP0483
 NP0483.The orthometric height was determined by differential leveling
 NP0483.and adjusted by the National Geodetic Survey in June 1991..
 NP0483
 NP0483.The geoid height was determined by GEOID03.
 NP0483
 NP0483.The dynamic height is computed by dividing the NAVD 88
 NP0483.geopotential number by the normal gravity value computed on the
 NP0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0483.degrees latitude (g = 980.6199 gals.).
 NP0483
 NP0483.The modeled gravity was interpolated from observed gravity values.
 NP0483
 NP0483;                    North         East    Units  Estimated Accuracy
 NP0483;SPC NE       -   351,540.      206,960.      MT  (+/- 180 meters Scaled)
 NP0483
 NP0483                          SUPERSEDED SURVEY CONTROL
 NP0483
 NP0483  NGVD 29 (??/??/92) 1116.830  (m)         3664.13   (f) ADJ UNCH    1 2
 NP0483
 NP0483.Superseded values are not recommended for survey control.
 NP0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0483.See file dsdata.txt to determine how the superseded data were derived.
 NP0483
 NP0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH148556(NAD 83)
 NP0483_MARKER: DB = BENCH MARK DISK
 NP0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0483_SP_SET: CULVERT
 NP0483_STAMPING: F 354 1957
 NP0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0483
 NP0483  HISTORY     - Date     Condition        Report By
 NP0483  HISTORY     - 1957     MONUMENTED       CGS
 NP0483  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0483
 NP0483                          STATION DESCRIPTION
 NP0483
 NP0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0483'21 MI NW FROM CRAWFORD.
 NP0483'ABOUT 21.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0483'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 5,
 NP0483'T. 34 N., R. 53 W., 4 1/2 POLES SOUTHEAST OF MILEPOST 444,
 NP0483'12 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET LOWER THAN THE
 NP0483'RAIL AND IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD
 NP0483'WALL OF A 10 X 12-FOOT CONCRETE BOX CULVERT.
 NP0483
 NP0483                          STATION RECOVERY (1985)
 NP0483
 NP0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0483'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0537 ***********************************************************************
 NN0537  DESIGNATION -  F 36
 NN0537  PID         -  NN0537
 NN0537  STATE/COUNTY-  NE/KEYA PAHA
 NN0537  USGS QUAD   -  RIVERVIEW (1974)
 NN0537
 NN0537                         *CURRENT SURVEY CONTROL
 NN0537  ___________________________________________________________________
 NN0537* NAD 83(1986)-  42 43 31.     (N)    099 35 22.     (W)     SCALED    
 NN0537* NAVD 88     -       584.077  (meters)    1916.26   (feet)  ADJUSTED  
 NN0537  ___________________________________________________________________
 NN0537  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 NN0537  DYNAMIC HT  -         583.853 (meters)    1915.52  (feet)  COMP
 NN0537  MODELED GRAV-     980,218.8   (mgal)                       NAVD 88
 NN0537
 NN0537  VERT ORDER  -  SECOND    CLASS 0
 NN0537
 NN0537.The horizontal coordinates were scaled from a topographic map and have
 NN0537.an estimated accuracy of +/- 6 seconds.
 NN0537
 NN0537.The orthometric height was determined by differential leveling
 NN0537.and adjusted by the National Geodetic Survey in June 1991..
 NN0537
 NN0537.The geoid height was determined by GEOID03.
 NN0537
 NN0537.The dynamic height is computed by dividing the NAVD 88
 NN0537.geopotential number by the normal gravity value computed on the
 NN0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0537.degrees latitude (g = 980.6199 gals.).
 NN0537
 NN0537.The modeled gravity was interpolated from observed gravity values.
 NN0537
 NN0537;                    North         East    Units  Estimated Accuracy
 NN0537;SPC NE       -   321,180.      533,620.      MT  (+/- 180 meters Scaled)
 NN0537
 NN0537                          SUPERSEDED SURVEY CONTROL
 NN0537
 NN0537  NGVD 29 (??/??/92)  583.835  (m)         1915.47   (f) ADJ UNCH    2 0
 NN0537
 NN0537.Superseded values are not recommended for survey control.
 NN0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0537.See file dsdata.txt to determine how the superseded data were derived.
 NN0537
 NN0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN517304(NAD 83)
 NN0537_MARKER: DB = BENCH MARK DISK
 NN0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0537_STAMPING: F-36--1934
 NN0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0537+STABILITY: SURFACE MOTION
 NN0537
 NN0537  HISTORY     - Date     Condition        Report By
 NN0537  HISTORY     - 1934     MONUMENTED       CGS
 NN0537
 NN0537                          STATION DESCRIPTION
 NN0537
 NN0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0537'11.9 MI N FROM BASSETT.
 NN0537'F-36 IS LOCATED 11.9 MILES NORTH OF THE RWY. STATION AT BASSETT,
 NN0537'0.2 OF MILE NORTH OF THE NORTH END OF THE NIOBRARA RIVER BRIDGE,
 NN0537'105 YDS. NORTH OF THE NORTH END OF A WOODEN BRIDGE, 45 FT.
 NN0537'WEST OF U.S. HY. 83, 1 FT. EAST OF R/W FENCE.  STANDARD TABLET
 NN0537'SET IN TOP OF CONCRETE POST 6 IN HIGH.  STAMPED F 36 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0976 ***********************************************************************
 MK0976  DESIGNATION -  F 363 RESET
 MK0976  PID         -  MK0976
 MK0976  STATE/COUNTY-  NE/BUTLER
 MK0976  USGS QUAD   -  LOMA (1969)
 MK0976
 MK0976                         *CURRENT SURVEY CONTROL
 MK0976  ___________________________________________________________________
 MK0976* NAD 83(1986)-  41 12 20.     (N)    096 58 44.     (W)     SCALED    
 MK0976* NAVD 88     -       472.45   (meters)    1550.0    (feet)  RESET     
 MK0976  ___________________________________________________________________
 MK0976  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 MK0976
 MK0976  VERT ORDER  -  THIRD
 MK0976
 MK0976.The horizontal coordinates were scaled from a topographic map and have
 MK0976.an estimated accuracy of +/- 6 seconds.
 MK0976
 MK0976.The orthometric height was computed from unverified reset data.
 MK0976
 MK0976.The geoid height was determined by GEOID03.
 MK0976
 MK0976;                    North         East    Units  Estimated Accuracy
 MK0976;SPC NE       -   156,780.      753,260.      MT  (+/- 180 meters Scaled)
 MK0976
 MK0976                          SUPERSEDED SURVEY CONTROL
 MK0976
 MK0976  NGVD 29 (??/??/??)  472.27   (m)         1549.4    (f) RESET       3  
 MK0976
 MK0976.Superseded values are not recommended for survey control.
 MK0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0976.See file dsdata.txt to determine how the superseded data were derived.
 MK0976
 MK0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL694635(NAD 83)
 MK0976_MARKER: DB = BENCH MARK DISK
 MK0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0976_STAMPING: F 363 RESET 1963
 MK0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0976+STABILITY: SURFACE MOTION
 MK0976
 MK0976  HISTORY     - Date     Condition        Report By
 MK0976  HISTORY     - 1963     MONUMENTED       NEDR
 MK0976
 MK0976                          STATION DESCRIPTION
 MK0976
 MK0976'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MK0976'2.8 MI NW FROM BRAINARD.
 MK0976'0.05 MILE WEST ALONG A STREET FROM THE RAILROAD STATION AT
 MK0976'BRAINARD, THENCE 1.45 MILES NORTH ALONG STATE SPUR 392, THENCE
 MK0976'1.3 MILES EAST ALONG U.S. HIGHWAY 30 ALT., ON RIGHT OF WAY LINE
 MK0976'65 FEET SOUTH OF CENTERLINE OF HIGHWAY, 3.5 FEET EAST OF A METAL
 MK0976'WITNESS POST WITH SIGN, AND SET IN TOP OF A ROUND CONCRETE POST
 MK0976'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0077 ***********************************************************************
 LG0077  DESIGNATION -  F 364
 LG0077  PID         -  LG0077
 LG0077  STATE/COUNTY-  NE/CASS
 LG0077  USGS QUAD   -  AVOCA (1966)
 LG0077
 LG0077                         *CURRENT SURVEY CONTROL
 LG0077  ___________________________________________________________________
 LG0077* NAD 83(1986)-  40 48 47.     (N)    096 03 53.     (W)     SCALED    
 LG0077* NAVD 88     -       370.462  (meters)    1215.42   (feet)  ADJUSTED  
 LG0077  ___________________________________________________________________
 LG0077  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 LG0077  DYNAMIC HT  -         370.295 (meters)    1214.88  (feet)  COMP
 LG0077  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 LG0077
 LG0077  VERT ORDER  -  SECOND    CLASS 0
 LG0077
 LG0077.The horizontal coordinates were scaled from a topographic map and have
 LG0077.an estimated accuracy of +/- 6 seconds.
 LG0077
 LG0077.The orthometric height was determined by differential leveling
 LG0077.and adjusted by the National Geodetic Survey in June 1991..
 LG0077
 LG0077.The geoid height was determined by GEOID03.
 LG0077
 LG0077.The dynamic height is computed by dividing the NAVD 88
 LG0077.geopotential number by the normal gravity value computed on the
 LG0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0077.degrees latitude (g = 980.6199 gals.).
 LG0077
 LG0077.The modeled gravity was interpolated from observed gravity values.
 LG0077
 LG0077;                    North         East    Units  Estimated Accuracy
 LG0077;SPC NE       -   116,330.      831,830.      MT  (+/- 180 meters Scaled)
 LG0077
 LG0077                          SUPERSEDED SURVEY CONTROL
 LG0077
 LG0077  NGVD 29 (??/??/92)  370.363  (m)         1215.10   (f) ADJ UNCH    2 0
 LG0077
 LG0077.Superseded values are not recommended for survey control.
 LG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0077.See file dsdata.txt to determine how the superseded data were derived.
 LG0077
 LG0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL475221(NAD 83)
 LG0077_MARKER: DB = BENCH MARK DISK
 LG0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0077_STAMPING: F 364 1961
 LG0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0077+STABILITY: SURFACE MOTION
 LG0077
 LG0077  HISTORY     - Date     Condition        Report By
 LG0077  HISTORY     - 1961     MONUMENTED       CGS
 LG0077
 LG0077                          STATION DESCRIPTION
 LG0077
 LG0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0077'5 MI SW FROM NEHAWKA.
 LG0077'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0077'RAILROAD STATION AT NEHAWKA, THENCE 3.8 MILES WEST ALONG U.S.
 LG0077'HIGHWAY 34 TO A GRAVEL ROAD CROSSING, 0.1 MILE SOUTHWEST OF A
 LG0077'WHITE SCHOOL HOUSE, 122.0 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 LG0077'31.0 FEET WEST OF CENTER OF GRAVEL ROAD, 1.2 FEET EAST OF RIGHT
 LG0077'OF WAY FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN,
 LG0077'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE
 LG0077'THE GROUND AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0091 ***********************************************************************
 LG0091  DESIGNATION -  F 365
 LG0091  PID         -  LG0091
 LG0091  STATE/COUNTY-  NE/OTOE
 LG0091  USGS QUAD   -  DUNBAR (1966)
 LG0091
 LG0091                         *CURRENT SURVEY CONTROL
 LG0091  ___________________________________________________________________
 LG0091* NAD 83(1986)-  40 43 34.     (N)    096 07 17.     (W)     SCALED    
 LG0091* NAVD 88     -       340.967  (meters)    1118.66   (feet)  ADJUSTED  
 LG0091  ___________________________________________________________________
 LG0091  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 LG0091  DYNAMIC HT  -         340.800 (meters)    1118.11  (feet)  COMP
 LG0091  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 LG0091
 LG0091  VERT ORDER  -  SECOND    CLASS 0
 LG0091
 LG0091.The horizontal coordinates were scaled from a topographic map and have
 LG0091.an estimated accuracy of +/- 6 seconds.
 LG0091
 LG0091.The orthometric height was determined by differential leveling
 LG0091.and adjusted by the National Geodetic Survey in June 1991..
 LG0091
 LG0091.The geoid height was determined by GEOID03.
 LG0091
 LG0091.The dynamic height is computed by dividing the NAVD 88
 LG0091.geopotential number by the normal gravity value computed on the
 LG0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0091.degrees latitude (g = 980.6199 gals.).
 LG0091
 LG0091.The modeled gravity was interpolated from observed gravity values.
 LG0091
 LG0091;                    North         East    Units  Estimated Accuracy
 LG0091;SPC NE       -   106,470.      827,480.      MT  (+/- 180 meters Scaled)
 LG0091
 LG0091                          SUPERSEDED SURVEY CONTROL
 LG0091
 LG0091  NGVD 29 (??/??/92)  340.869  (m)         1118.33   (f) ADJ UNCH    2 0
 LG0091
 LG0091.Superseded values are not recommended for survey control.
 LG0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0091.See file dsdata.txt to determine how the superseded data were derived.
 LG0091
 LG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL431123(NAD 83)
 LG0091_MARKER: DB = BENCH MARK DISK
 LG0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0091_SP_SET: WATER TANK FOUNDATION
 LG0091_STAMPING: F 365 1961
 LG0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0091
 LG0091  HISTORY     - Date     Condition        Report By
 LG0091  HISTORY     - 1961     MONUMENTED       CGS
 LG0091  HISTORY     - 1984     GOOD             NGS
 LG0091
 LG0091                          STATION DESCRIPTION
 LG0091
 LG0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0091'AT OTOE.
 LG0091'0.05 MILE NORTH ALONG GRAVEL STREET TO THE MISSOURI PACIFIC
 LG0091'RAILROAD, 138 FEET SOUTHWEST OF A POWER POLE WITH A STREET
 LG0091'LIGHT AND TWO GUY WIRES, 25.5 FEET NORTHWEST OF A POWER POLE
 LG0091'WITH A STREET LIGHT AND ABOUT 0.1 MILE NORTHWEST OF A MOBIL
 LG0091'GAS STATION, 168 FEET WEST OF THE CENTER OF THE STREET, 108 FEET
 LG0091'NORTHEAST OF THE NORTHEAST CORNER OF FARMERS CO-OPERATIVE GRAIN
 LG0091'ELEVATOR, 37 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SWITCH
 LG0091'TRACK, 15 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 LG0091'SET IN THE NORTHWEST CORNER OF THE OLD CONCRETE FOUNDATION FOR
 LG0091'A WATER TANK, 3.6 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 LG0091
 LG0091                          STATION RECOVERY (1984)
 LG0091
 LG0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0091'ABOUT 0.08 KM (0.05 MI) NORTH FROM THE POST OFFICE, AT THE OTOE
 LG0091'COOPERATIVE COMPANY SERIVCE STATION AND GRAIN ELEVATOR, 51.2 M (168
 LG0091'FT) WEST FROM A STREET, 35.20 M (115.5 FT) NORTH FROM THE NORTHWEST
 LG0091'CORNER OF THE SERVICE STATION BUILDING, 30.6 M (100.5 FT) SOUTHEAST
 LG0091'FROM THE SOUTH ENTRANCE INTO THE ELEVATOR BUILDING, FOR TRUCKS , 6.75
 LG0091'M (20.5 FT) NORTHWEST FROM THE NORTHWEST CONCRETE SUPPORT FOR A LARGE
 LG0091'ANHYOROUS AMMONIA TANK AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0016 ***********************************************************************
 NN0016  DESIGNATION -  F 37
 NN0016  PID         -  NN0016
 NN0016  STATE/COUNTY-  NE/KNOX
 NN0016  USGS QUAD   -  MONOWI (1950)
 NN0016
 NN0016                         *CURRENT SURVEY CONTROL
 NN0016  ___________________________________________________________________
 NN0016* NAD 83(1986)-  42 49 25.     (N)    098 17 25.     (W)     SCALED    
 NN0016* NAVD 88     -       399.671  (meters)    1311.25   (feet)  ADJUSTED  
 NN0016  ___________________________________________________________________
 NN0016  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NN0016  DYNAMIC HT  -         399.535 (meters)    1310.81  (feet)  COMP
 NN0016  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 NN0016
 NN0016  VERT ORDER  -  SECOND    CLASS 0
 NN0016
 NN0016.The horizontal coordinates were scaled from a topographic map and have
 NN0016.an estimated accuracy of +/- 6 seconds.
 NN0016
 NN0016.The orthometric height was determined by differential leveling
 NN0016.and adjusted by the National Geodetic Survey in June 1991..
 NN0016
 NN0016.The geoid height was determined by GEOID03.
 NN0016
 NN0016.The dynamic height is computed by dividing the NAVD 88
 NN0016.geopotential number by the normal gravity value computed on the
 NN0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0016.degrees latitude (g = 980.6199 gals.).
 NN0016
 NN0016.The modeled gravity was interpolated from observed gravity values.
 NN0016
 NN0016;                    North         East    Units  Estimated Accuracy
 NN0016;SPC NE       -   333,410.      639,790.      MT  (+/- 180 meters Scaled)
 NN0016
 NN0016                          SUPERSEDED SURVEY CONTROL
 NN0016
 NN0016  NGVD 29 (??/??/92)  399.404  (m)         1310.38   (f) ADJ UNCH    2 0
 NN0016
 NN0016.Superseded values are not recommended for survey control.
 NN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0016.See file dsdata.txt to determine how the superseded data were derived.
 NN0016
 NN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN580414(NAD 83)
 NN0016_MARKER: DB = BENCH MARK DISK
 NN0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0016_STAMPING: F-37 1934
 NN0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0016+STABILITY: SURFACE MOTION
 NN0016
 NN0016  HISTORY     - Date     Condition        Report By
 NN0016  HISTORY     - 1934     MONUMENTED       CGS
 NN0016
 NN0016                          STATION DESCRIPTION
 NN0016
 NN0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0016'2.3 MI E FROM MONOWI.
 NN0016'LOCATED 2.3 MILES EAST OF STATION AT MONOWI, 56 FEET SOUTHEAST
 NN0016'OF CENTERLINE OF R.R. CROSSING, 43.8 FEET SOUTH OF SOUTH RAIL,
 NN0016'41 FEET SOUTHWEST OF TRESTLE F-189 3/4, 3.7 FEET NORTHEAST OF
 NN0016'CORNER FENCE POST.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 NN0016'1 INCH HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1437 ***********************************************************************
 NM1437  DESIGNATION -  F 39
 NM1437  PID         -  NM1437
 NM1437  STATE/COUNTY-  NE/KNOX
 NM1437  USGS QUAD   -  BLOOMFIELD NE (1968)
 NM1437
 NM1437                         *CURRENT SURVEY CONTROL
 NM1437  ___________________________________________________________________
 NM1437* NAD 83(1986)-  42 40 15.     (N)    097 31 27.     (W)     SCALED    
 NM1437* NAVD 88     -       471.815  (meters)    1547.95   (feet)  ADJUSTED  
 NM1437  ___________________________________________________________________
 NM1437  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 NM1437  DYNAMIC HT  -         471.650 (meters)    1547.40  (feet)  COMP
 NM1437  MODELED GRAV-     980,257.0   (mgal)                       NAVD 88
 NM1437
 NM1437  VERT ORDER  -  SECOND    CLASS 0
 NM1437
 NM1437.The horizontal coordinates were scaled from a topographic map and have
 NM1437.an estimated accuracy of +/- 6 seconds.
 NM1437
 NM1437.The orthometric height was determined by differential leveling
 NM1437.and adjusted by the National Geodetic Survey in June 1991..
 NM1437
 NM1437.The geoid height was determined by GEOID03.
 NM1437
 NM1437.The dynamic height is computed by dividing the NAVD 88
 NM1437.geopotential number by the normal gravity value computed on the
 NM1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1437.degrees latitude (g = 980.6199 gals.).
 NM1437
 NM1437.The modeled gravity was interpolated from observed gravity values.
 NM1437
 NM1437;                    North         East    Units  Estimated Accuracy
 NM1437;SPC NE       -   317,960.      702,900.      MT  (+/- 180 meters Scaled)
 NM1437
 NM1437                          SUPERSEDED SURVEY CONTROL
 NM1437
 NM1437  NGVD 29 (??/??/92)  471.595  (m)         1547.22   (f) ADJ UNCH    2 0
 NM1437
 NM1437.Superseded values are not recommended for survey control.
 NM1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1437.See file dsdata.txt to determine how the superseded data were derived.
 NM1437
 NM1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN209253(NAD 83)
 NM1437_MARKER: DB = BENCH MARK DISK
 NM1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1437_STAMPING: F-39-1934
 NM1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1437+STABILITY: SURFACE MOTION
 NM1437
 NM1437  HISTORY     - Date     Condition        Report By
 NM1437  HISTORY     - 1934     MONUMENTED       CGS
 NM1437
 NM1437                          STATION DESCRIPTION
 NM1437
 NM1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1437'12.5 MI N FROM WAUSA.
 NM1437'12.5 MILES NORTH OF THE WAUSA HIGH SCHOOL, 5 MILES SOUTHWEST
 NM1437'OF CROFTON, 4 MILES SOUTH OF JUNCTION OF HIGHWAY WITH STATE
 NM1437'ROAD 12, 60 FEET EAST OF CENTERLINE OF HIGHWAY, 42.1 FEET
 NM1437'NORTHEAST OF NORTHEAST CORNER OF A CONCRETE BRIDGE, 37 FEET NORTH
 NM1437'OF CENTERLINE OF SECTION CROSS ROAD, 14.9 FEET EAST OF GATE
 NM1437'POST.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH,
 NM1437'STAMPED F 39 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0267 ***********************************************************************
 NP0267  DESIGNATION -  F 4
 NP0267  PID         -  NP0267
 NP0267  STATE/COUNTY-  NE/DAWES
 NP0267  USGS QUAD   -  CROW BUTTE (1980)
 NP0267
 NP0267                         *CURRENT SURVEY CONTROL
 NP0267  ___________________________________________________________________
 NP0267* NAD 83(1986)-  42 43 38.     (N)    103 22 28.     (W)     SCALED    
 NP0267* NAVD 88     -      1096.387  (meters)    3597.06   (feet)  POSTED    
 NP0267  ___________________________________________________________________
 NP0267  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 NP0267  DYNAMIC HT  -        1095.810 (meters)    3595.17  (feet)  COMP
 NP0267  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 NP0267
 NP0267  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0267
 NP0267.The horizontal coordinates were scaled from a topographic map and have
 NP0267.an estimated accuracy of +/- 6 seconds.
 NP0267
 NP0267.The orthometric height was determined by differential leveling
 NP0267.and adjusted by the National Geodetic Survey in 1992..
 NP0267.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0267.rate of 1.1 thru 2.0 mm/km.
 NP0267
 NP0267.The geoid height was determined by GEOID03.
 NP0267
 NP0267.The dynamic height is computed by dividing the NAVD 88
 NP0267.geopotential number by the normal gravity value computed on the
 NP0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0267.degrees latitude (g = 980.6199 gals.).
 NP0267
 NP0267.The modeled gravity was interpolated from observed gravity values.
 NP0267
 NP0267;                    North         East    Units  Estimated Accuracy
 NP0267;SPC NE       -   326,710.      223,730.      MT  (+/- 180 meters Scaled)
 NP0267
 NP0267                          SUPERSEDED SURVEY CONTROL
 NP0267
 NP0267.No superseded survey control is available for this station.
 NP0267
 NP0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH330318(NAD 83)
 NP0267_MARKER: DB = BENCH MARK DISK
 NP0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0267+STABILITY: SURFACE MOTION
 NP0267
 NP0267  HISTORY     - Date     Condition        Report By
 NP0267  HISTORY     - UNK      MONUMENTED       CGS
 NP0267  HISTORY     - 1957     MARK NOT FOUND   NGS
 NP0267
 NP0267                          STATION DESCRIPTION
 NP0267
 NP0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0267'3.5 MI NE FROM CRAWFORD.
 NP0267'3-1/2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NP0267'THE STATION AT CRAWFORD, DAWES COUNTY, 0.5 MILE WEST OF THE
 NP0267'STOCKYARDS AT SIDING 75, 70 FEET SOUTH OF MILEPOST 429, 101 FEET
 NP0267'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 20, 34.5 FEET SOUTH
 NP0267'OF THE CENTERLINE OF THE TRACK, 12.5 FEET NORTH OF THE
 NP0267'RIGHT-OF-WAY FENCE, IN LINE WITH A ROW OF POLES, AND MIDWAY
 NP0267'BETWEEN TWO POLES.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE
 NP0267'LETTERS USBM IN THE TOP OF A LIMESTONE POST PROJECTING 6 INCHES
 NP0267'ABOVE GROUND.  NOTE-- IT IS BELIEVED THAT THIS MARK WAS DESTROYED
 NP0267'BY GRADING ALONG THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1132 ***********************************************************************
 NM1132  DESIGNATION -  F 40
 NM1132  PID         -  NM1132
 NM1132  STATE/COUNTY-  NE/CEDAR
 NM1132  USGS QUAD   -  HARTINGTON (1968)
 NM1132
 NM1132                         *CURRENT SURVEY CONTROL
 NM1132  ___________________________________________________________________
 NM1132* NAD 83(1986)-  42 33 25.     (N)    097 15 36.     (W)     SCALED    
 NM1132* NAVD 88     -       435.731  (meters)    1429.56   (feet)  ADJUSTED  
 NM1132  ___________________________________________________________________
 NM1132  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM1132  DYNAMIC HT  -         435.575 (meters)    1429.05  (feet)  COMP
 NM1132  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 NM1132
 NM1132  VERT ORDER  -  SECOND    CLASS 0
 NM1132
 NM1132.The horizontal coordinates were scaled from a topographic map and have
 NM1132.an estimated accuracy of +/- 6 seconds.
 NM1132
 NM1132.The orthometric height was determined by differential leveling
 NM1132.and adjusted by the National Geodetic Survey in June 1991..
 NM1132
 NM1132.The geoid height was determined by GEOID03.
 NM1132
 NM1132.The dynamic height is computed by dividing the NAVD 88
 NM1132.geopotential number by the normal gravity value computed on the
 NM1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1132.degrees latitude (g = 980.6199 gals.).
 NM1132
 NM1132.The modeled gravity was interpolated from observed gravity values.
 NM1132
 NM1132;                    North         East    Units  Estimated Accuracy
 NM1132;SPC NE       -   305,970.      724,940.      MT  (+/- 180 meters Scaled)
 NM1132
 NM1132                          SUPERSEDED SURVEY CONTROL
 NM1132
 NM1132  NGVD 29 (??/??/92)  435.520  (m)         1428.87   (f) ADJ UNCH    2 0
 NM1132
 NM1132.Superseded values are not recommended for survey control.
 NM1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1132.See file dsdata.txt to determine how the superseded data were derived.
 NM1132
 NM1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN428130(NAD 83)
 NM1132_MARKER: DB = BENCH MARK DISK
 NM1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1132_STAMPING: F-40--1934
 NM1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1132+STABILITY: SURFACE MOTION
 NM1132
 NM1132  HISTORY     - Date     Condition        Report By
 NM1132  HISTORY     - 1934     MONUMENTED       CGS
 NM1132
 NM1132                          STATION DESCRIPTION
 NM1132
 NM1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1132'4.9 MI SE FROM HARTINGTON.
 NM1132'IS LOCATED 4.9 MILES SOUTHEAST OF STATION ALONG C.ST.P.M. AND
 NM1132'O.RWY. AT HARTINGTON, 43 FEET SOUTH OF SOUTHWEST RAIL OF MAIN
 NM1132'TRACK, 2.5 FEET NORTHEAST OF R/W FENCE.  STANDARD TABLET SET IN TOP
 NM1132'OF CONCRETE POST 8 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0548 ***********************************************************************
 NP0548  DESIGNATION -  F 416
 NP0548  PID         -  NP0548
 NP0548  STATE/COUNTY-  NE/DAWES
 NP0548  USGS QUAD   -  CRAWFORD (1980)
 NP0548
 NP0548                         *CURRENT SURVEY CONTROL
 NP0548  ___________________________________________________________________
 NP0548* NAD 83(1986)-  42 43 53.     (N)    103 26 35.     (W)     SCALED    
 NP0548* NAVD 88     -      1145.627  (meters)    3758.61   (feet)  ADJUSTED  
 NP0548  ___________________________________________________________________
 NP0548  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 NP0548  DYNAMIC HT  -        1145.021 (meters)    3756.62  (feet)  COMP
 NP0548  MODELED GRAV-     980,052.8   (mgal)                       NAVD 88
 NP0548
 NP0548  VERT ORDER  -  FIRST     CLASS II
 NP0548
 NP0548.The horizontal coordinates were scaled from a topographic map and have
 NP0548.an estimated accuracy of +/- 6 seconds.
 NP0548
 NP0548.The orthometric height was determined by differential leveling
 NP0548.and adjusted by the National Geodetic Survey in June 1991..
 NP0548
 NP0548.The geoid height was determined by GEOID03.
 NP0548
 NP0548.The dynamic height is computed by dividing the NAVD 88
 NP0548.geopotential number by the normal gravity value computed on the
 NP0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0548.degrees latitude (g = 980.6199 gals.).
 NP0548
 NP0548.The modeled gravity was interpolated from observed gravity values.
 NP0548
 NP0548;                    North         East    Units  Estimated Accuracy
 NP0548;SPC NE       -   327,400.      218,140.      MT  (+/- 180 meters Scaled)
 NP0548
 NP0548                          SUPERSEDED SURVEY CONTROL
 NP0548
 NP0548.No superseded survey control is available for this station.
 NP0548
 NP0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH274321(NAD 83)
 NP0548_MARKER: I = METAL ROD
 NP0548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0548_SP_SET: STAINLESS STEEL ROD
 NP0548_STAMPING: F 416 1985
 NP0548_MARK LOGO: NGS   
 NP0548_PROJECTION: FLUSH
 NP0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0548_ROD/PIPE-DEPTH: 9.6  meters
 NP0548
 NP0548  HISTORY     - Date     Condition        Report By
 NP0548  HISTORY     - 1985     MONUMENTED       NGS
 NP0548
 NP0548                          STATION DESCRIPTION
 NP0548
 NP0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0548'8.4 KM (5.2 MI) NORTH FROM CRAWFORD.
 NP0548'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0548'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0548'ALONG STATE ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL
 NP0548'ROAD, THENCE 0.5 KM (0.3 MI) NORTH ALONG A GRAVEL ROAD (OLD HIGHWAY
 NP0548'2), AT AN OPEN GATEWAY LEADING WEST TO A PASTURE, 10.7 METERS (35 FT)
 NP0548'WEST OF THE CENTER OF THE ROAD, 4.9 METERS (16 FT) NORTH OF THE
 NP0548'CENTER OF THE GATEWAY, 1.1 METERS (3.5 FT) SOUTH OF A POLWER POLE AND
 NP0548'0.3 METER (1 FT) EAST OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS
 NP0548'HAD THROUGH A 5-INCH LOGO CAP.
 NP0548'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NP0548'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0576 ***********************************************************************
 NP0576  DESIGNATION -  F 417
 NP0576  PID         -  NP0576
 NP0576  STATE/COUNTY-  NE/BOX BUTTE
 NP0576  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0576
 NP0576                         *CURRENT SURVEY CONTROL
 NP0576  ___________________________________________________________________
 NP0576* NAD 83(1986)-  42 04 11.     (N)    102 53 50.     (W)     SCALED    
 NP0576* NAVD 88     -      1203.351  (meters)    3947.99   (feet)  ADJUSTED  
 NP0576  ___________________________________________________________________
 NP0576  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 NP0576  DYNAMIC HT  -        1202.641 (meters)    3945.66  (feet)  COMP
 NP0576  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 NP0576
 NP0576  VERT ORDER  -  FIRST     CLASS II
 NP0576
 NP0576.The horizontal coordinates were scaled from a topographic map and have
 NP0576.an estimated accuracy of +/- 6 seconds.
 NP0576
 NP0576.The orthometric height was determined by differential leveling
 NP0576.and adjusted by the National Geodetic Survey in June 1991..
 NP0576
 NP0576.The geoid height was determined by GEOID03.
 NP0576
 NP0576.The dynamic height is computed by dividing the NAVD 88
 NP0576.geopotential number by the normal gravity value computed on the
 NP0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0576.degrees latitude (g = 980.6199 gals.).
 NP0576
 NP0576.The modeled gravity was interpolated from observed gravity values.
 NP0576
 NP0576;                    North         East    Units  Estimated Accuracy
 NP0576;SPC NE       -   252,320.      260,340.      MT  (+/- 180 meters Scaled)
 NP0576
 NP0576                          SUPERSEDED SURVEY CONTROL
 NP0576
 NP0576.No superseded survey control is available for this station.
 NP0576
 NP0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG739596(NAD 83)
 NP0576_MARKER: I = METAL ROD
 NP0576_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0576_SP_SET: STAINLESS STEEL ROD
 NP0576_STAMPING: F 417 1985
 NP0576_MARK LOGO: NGS   
 NP0576_PROJECTION: PROJECTING 2 CENTIMETERS
 NP0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0576_ROD/PIPE-DEPTH: 13.4 meters
 NP0576
 NP0576  HISTORY     - Date     Condition        Report By
 NP0576  HISTORY     - 1985     MONUMENTED       NGS
 NP0576
 NP0576                          STATION DESCRIPTION
 NP0576
 NP0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0576'4.0 KM (2.5 MI) SW FROM ALLIANCE.
 NP0576'4.02 KM (2.5 MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 NP0576'ITS STATION AT ALLIANCE, AT A TRAIN YARD, 12.25 METERS (40.2 FT)
 NP0576'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS IN THE
 NP0576'YARD, 9.21 METERS (30.2 FT) NORTHEAST OF A POWER POLE, 7.0 METERS (23
 NP0576'FT) SOUTHEAST OF THE CENTER OF A RAILROAD ACCESS ROAD AND 0.3 METER
 NP0576'(1.1 FT) NORTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 NP0576'THROUGH A 5-INCH LOGO CAP.
 NP0576'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 NP0576'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0370 ***********************************************************************
 MN0370  DESIGNATION -  F 418
 MN0370  PID         -  MN0370
 MN0370  STATE/COUNTY-  NE/CHEYENNE
 MN0370  USGS QUAD   -  DALTON (1972)
 MN0370
 MN0370                         *CURRENT SURVEY CONTROL
 MN0370  ___________________________________________________________________
 MN0370* NAD 83(1986)-  41 22 37.     (N)    102 58 23.     (W)     SCALED    
 MN0370* NAVD 88     -      1304.112  (meters)    4278.57   (feet)  ADJUSTED  
 MN0370  ___________________________________________________________________
 MN0370  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 MN0370  DYNAMIC HT  -        1303.206 (meters)    4275.60  (feet)  COMP
 MN0370  MODELED GRAV-     979,883.1   (mgal)                       NAVD 88
 MN0370
 MN0370  VERT ORDER  -  FIRST     CLASS II
 MN0370
 MN0370.The horizontal coordinates were scaled from a topographic map and have
 MN0370.an estimated accuracy of +/- 6 seconds.
 MN0370
 MN0370.The orthometric height was determined by differential leveling
 MN0370.and adjusted by the National Geodetic Survey in June 1991..
 MN0370
 MN0370.The geoid height was determined by GEOID03.
 MN0370
 MN0370.The dynamic height is computed by dividing the NAVD 88
 MN0370.geopotential number by the normal gravity value computed on the
 MN0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0370.degrees latitude (g = 980.6199 gals.).
 MN0370
 MN0370.The modeled gravity was interpolated from observed gravity values.
 MN0370
 MN0370;                    North         East    Units  Estimated Accuracy
 MN0370;SPC NE       -   175,650.      251,430.      MT  (+/- 180 meters Scaled)
 MN0370
 MN0370                          SUPERSEDED SURVEY CONTROL
 MN0370
 MN0370.No superseded survey control is available for this station.
 MN0370
 MN0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF694825(NAD 83)
 MN0370_MARKER: I = METAL ROD
 MN0370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0370_SP_SET: STAINLESS STEEL ROD
 MN0370_STAMPING: F 418 1985
 MN0370_MARK LOGO: NGS   
 MN0370_PROJECTION: FLUSH
 MN0370_MAGNETIC: I = MARKER IS A STEEL ROD
 MN0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0370_ROD/PIPE-DEPTH: 9.8  meters
 MN0370
 MN0370  HISTORY     - Date     Condition        Report By
 MN0370  HISTORY     - 1985     MONUMENTED       NGS
 MN0370  HISTORY     - 19930810 GOOD             NEDR
 MN0370
 MN0370                          STATION DESCRIPTION
 MN0370
 MN0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0370'3.5 KM (2.2 MI) SOUTH FROM DALTON.
 MN0370'3.5 KM (2.15 MI) SOUTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0370'DALTON, NEAR MILEPOST 50, 12.5 METERS (41 FT) EAST OF THE HIGHWAY
 MN0370'CENTERLINE, 2.8 METERS (9.3 FT) SOUTH-SOUTHEAST OF THE MILEPOST AND
 MN0370'0.6 METER (2 FT) NORTH OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT
 MN0370'IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0370'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MN0370'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 MN0370
 MN0370                          STATION RECOVERY (1993)
 MN0370
 MN0370'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1993 (GN)
 MN0370'THE MARK WAS RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE
 MN0370'TO ROAD CONSTRUCTION.  SEE F 418 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0395 ***********************************************************************
 MN0395  DESIGNATION -  F 422
 MN0395  PID         -  MN0395
 MN0395  STATE/COUNTY-  NE/DEUEL
 MN0395  USGS QUAD   -  BIG SPRINGS (1961)
 MN0395
 MN0395                         *CURRENT SURVEY CONTROL
 MN0395  ___________________________________________________________________
 MN0395* NAD 83(1986)-  41 03 07.     (N)    102 06 10.     (W)     SCALED    
 MN0395* NAVD 88     -      1031.203  (meters)    3383.21   (feet)  ADJUSTED  
 MN0395  ___________________________________________________________________
 MN0395  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 MN0395  DYNAMIC HT  -        1030.538 (meters)    3381.02  (feet)  COMP
 MN0395  MODELED GRAV-     979,944.4   (mgal)                       NAVD 88
 MN0395
 MN0395  VERT ORDER  -  FIRST     CLASS II
 MN0395
 MN0395.The horizontal coordinates were scaled from a topographic map and have
 MN0395.an estimated accuracy of +/- 6 seconds.
 MN0395
 MN0395.The orthometric height was determined by differential leveling
 MN0395.and adjusted by the National Geodetic Survey in June 1991..
 MN0395
 MN0395.The geoid height was determined by GEOID03.
 MN0395
 MN0395.The dynamic height is computed by dividing the NAVD 88
 MN0395.geopotential number by the normal gravity value computed on the
 MN0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0395.degrees latitude (g = 980.6199 gals.).
 MN0395
 MN0395.The modeled gravity was interpolated from observed gravity values.
 MN0395
 MN0395;                    North         East    Units  Estimated Accuracy
 MN0395;SPC NE       -   137,450.      323,290.      MT  (+/- 180 meters Scaled)
 MN0395
 MN0395                          SUPERSEDED SURVEY CONTROL
 MN0395
 MN0395  NGVD 29 (02/14/92) 1030.743  (m)         3381.70   (f) ADJUSTED    1 2
 MN0395
 MN0395.Superseded values are not recommended for survey control.
 MN0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0395.See file dsdata.txt to determine how the superseded data were derived.
 MN0395
 MN0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF434485(NAD 83)
 MN0395_MARKER: I = METAL ROD
 MN0395_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0395_SP_SET: STAINLESS STEEL ROD
 MN0395_STAMPING: F 422 1986
 MN0395_MARK LOGO: NGS   
 MN0395_PROJECTION: FLUSH
 MN0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0395_ROD/PIPE-DEPTH: 9.6  meters
 MN0395
 MN0395  HISTORY     - Date     Condition        Report By
 MN0395  HISTORY     - 1986     MONUMENTED       NGS
 MN0395
 MN0395                          STATION DESCRIPTION
 MN0395
 MN0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0395'2.8 KM (1.75 MI) SW FROM BIG SPRINGS.
 MN0395'2.8 KM (1.75 MI) SOUTHWEST ALONG US HIGHWAY 138 FROM THE JUNCTION OF
 MN0395'STATE ROUTE 25 B IN BIG SPRINGS, AT A PRIVATE ENTRANCE ROAD LEADING
 MN0395'NORTH, 10.4 METERS (34 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.3 METERS
 MN0395'(1 FT) SOUTH OF THE RIGHT OF WAY FENCE, 17.1 METERS (56 FT) EAST OF
 MN0395'THE CENTER OF THE PRIVATE ROAD ENTRANCE, 8.7 METERS (28.6 FT) EAST OF
 MN0395'A TELEPHONE JUNCTION BOX AND 10.4 METERS (34 FT) EAST OF A CORNER
 MN0395'FENCE POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 MN0395'CAP.
 MN0395'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MN0395'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0955 ***********************************************************************
 LH0955  DESIGNATION -  F 423
 LH0955  PID         -  LH0955
 LH0955  STATE/COUNTY-  NE/FURNAS
 LH0955  USGS QUAD   -  BEAVER CITY SW (1957)
 LH0955
 LH0955                         *CURRENT SURVEY CONTROL
 LH0955  ___________________________________________________________________
 LH0955* NAD 83(1986)-  40 07 04.     (N)    099 53 36.     (W)     SCALED    
 LH0955* NAVD 88     -       669.468  (meters)    2196.41   (feet)  ADJUSTED  
 LH0955  ___________________________________________________________________
 LH0955  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 LH0955  DYNAMIC HT  -         669.039 (meters)    2195.01  (feet)  COMP
 LH0955  MODELED GRAV-     979,963.1   (mgal)                       NAVD 88
 LH0955
 LH0955  VERT ORDER  -  FIRST     CLASS II
 LH0955
 LH0955.The horizontal coordinates were scaled from a topographic map and have
 LH0955.an estimated accuracy of +/- 6 seconds.
 LH0955
 LH0955.The orthometric height was determined by differential leveling
 LH0955.and adjusted by the National Geodetic Survey in June 1991..
 LH0955
 LH0955.The geoid height was determined by GEOID03.
 LH0955
 LH0955.The dynamic height is computed by dividing the NAVD 88
 LH0955.geopotential number by the normal gravity value computed on the
 LH0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0955.degrees latitude (g = 980.6199 gals.).
 LH0955
 LH0955.The modeled gravity was interpolated from observed gravity values.
 LH0955
 LH0955;                    North         East    Units  Estimated Accuracy
 LH0955;SPC NE       -    31,590.      509,090.      MT  (+/- 180 meters Scaled)
 LH0955
 LH0955                          SUPERSEDED SURVEY CONTROL
 LH0955
 LH0955  NGVD 29 (02/14/92)  669.187  (m)         2195.49   (f) ADJUSTED    1 2
 LH0955
 LH0955.Superseded values are not recommended for survey control.
 LH0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0955.See file dsdata.txt to determine how the superseded data were derived.
 LH0955
 LH0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK238412(NAD 83)
 LH0955_MARKER: I = METAL ROD
 LH0955_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0955_SP_SET: STAINLESS STEEL ROD
 LH0955_STAMPING: F 423 1986
 LH0955_MARK LOGO: NGS   
 LH0955_PROJECTION: FLUSH
 LH0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0955_ROD/PIPE-DEPTH: 14.3 meters
 LH0955
 LH0955  HISTORY     - Date     Condition        Report By
 LH0955  HISTORY     - 1986     MONUMENTED       NGS
 LH0955
 LH0955                          STATION DESCRIPTION
 LH0955
 LH0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0955'21.2 KM (13.2 MI) SOUTH FROM ARAPAHOE.
 LH0955'21.3 KM (13.25 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0955'HIGHWAYS 6 AND 34 AT ARAPAHOE, 0.19 KM (0.11 MI) SOUTH OF THE SOUTH
 LH0955'END OF THE BRIDGE OVER BEAVER CREEK, 12.3 METERS (40.5 FT)
 LH0955'EAST-SOUTHEAST OF MILEPOST 8, 17.9 METERS (59 FT) EAST OF THE HIGHWAY
 LH0955'CENTERLINE, 30.1 METERS (99 FT) SOUTH OF THE CENTER OF A PRIVATE
 LH0955'DRIVEWAY AND 0.3 METER (1 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM
 LH0955'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0955'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0955'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0318 ***********************************************************************
 MM0318  DESIGNATION -  F 424
 MM0318  PID         -  MM0318
 MM0318  STATE/COUNTY-  NE/LINCOLN
 MM0318  USGS QUAD   -  SUTHERLAND RESERVOIR NW (1971)
 MM0318
 MM0318                         *CURRENT SURVEY CONTROL
 MM0318  ___________________________________________________________________
 MM0318* NAD 83(1986)-  41 08 51.     (N)    101 12 38.     (W)     SCALED    
 MM0318* NAVD 88     -       913.992  (meters)    2998.66   (feet)  ADJUSTED  
 MM0318  ___________________________________________________________________
 MM0318  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 MM0318  DYNAMIC HT  -         913.435 (meters)    2996.83  (feet)  COMP
 MM0318  MODELED GRAV-     979,983.0   (mgal)                       NAVD 88
 MM0318
 MM0318  VERT ORDER  -  FIRST     CLASS II
 MM0318
 MM0318.The horizontal coordinates were scaled from a topographic map and have
 MM0318.an estimated accuracy of +/- 6 seconds.
 MM0318
 MM0318.The orthometric height was determined by differential leveling
 MM0318.and adjusted by the National Geodetic Survey in June 1991..
 MM0318
 MM0318.The geoid height was determined by GEOID03.
 MM0318
 MM0318.The dynamic height is computed by dividing the NAVD 88
 MM0318.geopotential number by the normal gravity value computed on the
 MM0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0318.degrees latitude (g = 980.6199 gals.).
 MM0318
 MM0318.The modeled gravity was interpolated from observed gravity values.
 MM0318
 MM0318;                    North         East    Units  Estimated Accuracy
 MM0318;SPC NE       -   146,620.      398,410.      MT  (+/- 180 meters Scaled)
 MM0318
 MM0318                          SUPERSEDED SURVEY CONTROL
 MM0318
 MM0318  NGVD 29 (02/14/92)  913.590  (m)         2997.34   (f) ADJUSTED    1 2
 MM0318
 MM0318.Superseded values are not recommended for survey control.
 MM0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0318.See file dsdata.txt to determine how the superseded data were derived.
 MM0318
 MM0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL144574(NAD 83)
 MM0318_MARKER: I = METAL ROD
 MM0318_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0318_SP_SET: STAINLESS STEEL ROD
 MM0318_STAMPING: F 424 1986
 MM0318_MARK LOGO: NGS   
 MM0318_PROJECTION: FLUSH
 MM0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0318_ROD/PIPE-DEPTH: 14.9 meters
 MM0318
 MM0318  HISTORY     - Date     Condition        Report By
 MM0318  HISTORY     - 1986     MONUMENTED       NGS
 MM0318
 MM0318                          STATION DESCRIPTION
 MM0318
 MM0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0318'6.9 KM (4.3 MI) WEST FROM SUTHERLAND.
 MM0318'6.96 KM (4.35 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0318'HIGHWAY 25 SOUTH AT SUTHERLAND, IN THE SOUTHWEST CORNER OF THE T
 MM0318'JUNCTION OF THE WEST 1 OF 2 ROADS FOR A ROAD SIDE PARK, 0.41 KM (0.25
 MM0318'MI) EAST OF MILEPOST 153, ALSO 12.59 KM (7.87 MI) WEST OF PAXTON, 12.2
 MM0318'METERS (40 FT) SOUTH OF THE HIGHWAY CENTERLINE, 23.7 METERS (78 FT)
 MM0318'WEST OF THE CENTER OF THE ROAD, 16.7 METERS (55 FT) EAST OF THE
 MM0318'EXTENDED CENTER OF A PRIVATE DRIVEWAY LEADING NORTH AND 0.3 METER (1
 MM0318'FT) EAST OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT
 MM0318'IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0318'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MM0318'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0980 ***********************************************************************
 LH0980  DESIGNATION -  F 425
 LH0980  PID         -  LH0980
 LH0980  STATE/COUNTY-  NE/GOSPER
 LH0980  USGS QUAD   -  ELWOOD (1983)
 LH0980
 LH0980                         *CURRENT SURVEY CONTROL
 LH0980  ___________________________________________________________________
 LH0980* NAD 83(1986)-  40 35 26.     (N)    099 51 51.     (W)     SCALED    
 LH0980* NAVD 88     -       814.174  (meters)    2671.17   (feet)  ADJUSTED  
 LH0980  ___________________________________________________________________
 LH0980  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 LH0980  DYNAMIC HT  -         813.655 (meters)    2669.47  (feet)  COMP
 LH0980  MODELED GRAV-     979,960.4   (mgal)                       NAVD 88
 LH0980
 LH0980  VERT ORDER  -  FIRST     CLASS II
 LH0980
 LH0980.The horizontal coordinates were scaled from a topographic map and have
 LH0980.an estimated accuracy of +/- 6 seconds.
 LH0980
 LH0980.The orthometric height was determined by differential leveling
 LH0980.and adjusted by the National Geodetic Survey in June 1991..
 LH0980
 LH0980.The geoid height was determined by GEOID03.
 LH0980
 LH0980.The dynamic height is computed by dividing the NAVD 88
 LH0980.geopotential number by the normal gravity value computed on the
 LH0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0980.degrees latitude (g = 980.6199 gals.).
 LH0980
 LH0980.The modeled gravity was interpolated from observed gravity values.
 LH0980
 LH0980;                    North         East    Units  Estimated Accuracy
 LH0980;SPC NE       -    84,080.      511,500.      MT  (+/- 180 meters Scaled)
 LH0980
 LH0980                          SUPERSEDED SURVEY CONTROL
 LH0980
 LH0980  NGVD 29 (02/14/92)  813.870  (m)         2670.17   (f) ADJUSTED    1 2
 LH0980
 LH0980.Superseded values are not recommended for survey control.
 LH0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0980.See file dsdata.txt to determine how the superseded data were derived.
 LH0980
 LH0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK268936(NAD 83)
 LH0980_MARKER: I = METAL ROD
 LH0980_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH0980_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LH0980_STAMPING: F 425 1986
 LH0980_MARK LOGO: NGS   
 LH0980_PROJECTION: FLUSH
 LH0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0980+STABILITY: POSITION/ELEVATION WELL
 LH0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0980+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH0980_ROD/PIPE-DEPTH: 18.2 meters
 LH0980_SLEEVE-DEPTH  : 9.1 meters
 LH0980
 LH0980  HISTORY     - Date     Condition        Report By
 LH0980  HISTORY     - 1986     MONUMENTED       NGS
 LH0980  HISTORY     - 20060513 GOOD             GEOCAC
 LH0980
 LH0980                          STATION DESCRIPTION
 LH0980
 LH0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0980'0.5 KM (0.3 MI) WEST FROM ELWOOD.
 LH0980'0.30 KM (0.19 MI) NORTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0980'COURTHOUSE AT ELWOOD, THENCE 0.24 KM (0.15 MI) WEST ALONG STATE
 LH0980'HIGHWAY 23, IN THE NORTHWEST CORNER OF A T GRAVEL STREET, 4.5 METERS
 LH0980'(15 FT) WEST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND
 LH0980'DEPARTMENT OF ROADS YARD 71000, 27.7 METERS (91 FT) NORTH OF THE
 LH0980'HIGHWAY CENTERLINE, 38.8 METERS (127.5 FT) EAST OF THE EAST END OF AN
 LH0980'ENTRANCE GATE TO THE YARD, 19.8 METERS (65 FT) NORTH OF THE NORTHWEST
 LH0980'CORNER OF A HEADWALL FOR A 24-INCH METAL PIPE CULVERT, 16.7 METERS (55
 LH0980'FT) WEST OF THE CENTER OF THE STREET, 4.2 METERS (14 FT) WEST OF A
 LH0980'RIGHT OF WAY MARKER AND 0.9 METER (3 FT) SOUTH OF A FENCE.
 LH0980'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0980'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LH0980'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 LH0980
 LH0980                          STATION RECOVERY (2006)
 LH0980
 LH0980'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0980'HANDHELD COORDINATES ARE N40-35-26.52 W099-51-51.66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1002 ***********************************************************************
 LH1002  DESIGNATION -  F 426
 LH1002  PID         -  LH1002
 LH1002  STATE/COUNTY-  NE/DAWSON
 LH1002  USGS QUAD   -  COZAD (1971)
 LH1002
 LH1002                         *CURRENT SURVEY CONTROL
 LH1002  ___________________________________________________________________
 LH1002* NAD 83(1986)-  40 51 20.     (N)    099 58 54.     (W)     SCALED    
 LH1002* NAVD 88     -       759.402  (meters)    2491.47   (feet)  ADJUSTED  
 LH1002  ___________________________________________________________________
 LH1002  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 LH1002  DYNAMIC HT  -         758.958 (meters)    2490.01  (feet)  COMP
 LH1002  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 LH1002
 LH1002  VERT ORDER  -  FIRST     CLASS II
 LH1002
 LH1002.The horizontal coordinates were scaled from a topographic map and have
 LH1002.an estimated accuracy of +/- 6 seconds.
 LH1002
 LH1002.The orthometric height was determined by differential leveling
 LH1002.and adjusted by the National Geodetic Survey in June 1991..
 LH1002
 LH1002.The geoid height was determined by GEOID03.
 LH1002
 LH1002.The dynamic height is computed by dividing the NAVD 88
 LH1002.geopotential number by the normal gravity value computed on the
 LH1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1002.degrees latitude (g = 980.6199 gals.).
 LH1002
 LH1002.The modeled gravity was interpolated from observed gravity values.
 LH1002
 LH1002;                    North         East    Units  Estimated Accuracy
 LH1002;SPC NE       -   113,500.      501,550.      MT  (+/- 180 meters Scaled)
 LH1002
 LH1002                          SUPERSEDED SURVEY CONTROL
 LH1002
 LH1002  NGVD 29 (02/14/92)  759.104  (m)         2490.49   (f) ADJUSTED    1 2
 LH1002
 LH1002.Superseded values are not recommended for survey control.
 LH1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1002.See file dsdata.txt to determine how the superseded data were derived.
 LH1002
 LH1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML172231(NAD 83)
 LH1002_MARKER: DB = BENCH MARK DISK
 LH1002_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1002_SP_SET: GRAIN ELEVATOR
 LH1002_STAMPING: F 426 1986
 LH1002_MARK LOGO: NGS   
 LH1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1002+STABILITY: POSITION/ELEVATION WELL
 LH1002
 LH1002  HISTORY     - Date     Condition        Report By
 LH1002  HISTORY     - 1986     MONUMENTED       NGS
 LH1002
 LH1002                          STATION DESCRIPTION
 LH1002
 LH1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1002'0.2 KM (0.1 MI) SE FROM COZAD.
 LH1002'0.25 KM (0.15 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC
 LH1002'RAILROAD STATION AT COZAD, VERTICALLY, IN THE NORTHEAST FACE OF THE
 LH1002'EAST SILO (NUMBER 55) OF THE SOUTHEAST 1 OF 2 ELEVATORS OF THE PEAVEY
 LH1002'GRAIN ELEVATORS, 38.7 METERS (127 FT) SOUTHWEST OF THE HIGHWAY
 LH1002'CENTERLINE AND 7.0 METERS (23 FT) NORTHWEST OF THE NORTHWEST WALL OF A
 LH1002'WHITE BRICK BUILDING.
 LH1002'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2123 ***********************************************************************
 MK2123  DESIGNATION -  F 428
 MK2123  PID         -  MK2123
 MK2123  STATE/COUNTY-  NE/DOUGLAS
 MK2123  USGS QUAD   -  IRVINGTON (1984)
 MK2123
 MK2123                         *CURRENT SURVEY CONTROL
 MK2123  ___________________________________________________________________
 MK2123* NAD 83(1986)-  41 19 19.     (N)    096 04 10.     (W)     SCALED    
 MK2123* NAVD 88     -       366.314  (meters)    1201.82   (feet)  ADJUSTED  
 MK2123  ___________________________________________________________________
 MK2123  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 MK2123  DYNAMIC HT  -         366.152 (meters)    1201.28  (feet)  COMP
 MK2123  MODELED GRAV-     980,169.7   (mgal)                       NAVD 88
 MK2123
 MK2123  VERT ORDER  -  FIRST     CLASS II
 MK2123
 MK2123.The horizontal coordinates were scaled from a topographic map and have
 MK2123.an estimated accuracy of +/- 6 seconds.
 MK2123
 MK2123.The orthometric height was determined by differential leveling
 MK2123.and adjusted by the National Geodetic Survey in June 1991..
 MK2123
 MK2123.The geoid height was determined by GEOID03.
 MK2123
 MK2123.The dynamic height is computed by dividing the NAVD 88
 MK2123.geopotential number by the normal gravity value computed on the
 MK2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2123.degrees latitude (g = 980.6199 gals.).
 MK2123
 MK2123.The modeled gravity was interpolated from observed gravity values.
 MK2123
 MK2123;                    North         East    Units  Estimated Accuracy
 MK2123;SPC NE       -   172,750.      828,860.      MT  (+/- 180 meters Scaled)
 MK2123
 MK2123                          SUPERSEDED SURVEY CONTROL
 MK2123
 MK2123.No superseded survey control is available for this station.
 MK2123
 MK2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL452786(NAD 83)
 MK2123_MARKER: DV = VERTICAL CONTROL DISK
 MK2123_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2123_SP_SET: OVERPASS ABUTMENT
 MK2123_STAMPING: F 428 1989
 MK2123_MARK LOGO: NGS   
 MK2123_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2123+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2123
 MK2123  HISTORY     - Date     Condition        Report By
 MK2123  HISTORY     - 1989     MONUMENTED       NGS
 MK2123  HISTORY     - 19981015 GOOD             NEDR
 MK2123
 MK2123                          STATION DESCRIPTION
 MK2123
 MK2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2123'IN OMAHA, AT THE INTERSECTION OF STATE HIGHWAY 133 AND INTERSTATE
 MK2123'HIGHWAY 680, IN THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT
 MK2123'OF THE STATE HIGHWAY OVERPASS OF THE INTERSTATE HIGHWAY, 29.8 M (97.8
 MK2123'FT) NORTHWEST OF THE WESTBOUND LANES OF THE INTERSTATE HIGHWAY, 5.9 M
 MK2123'(19.4 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 MK2123'STATE HIGHWAY, 3.6 M (11.8 FT) SOUTHWEST OF THE NORTHEAST END OF A
 MK2123'WINGWALL, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE STATE HIGHWAY.
 MK2123
 MK2123                          STATION RECOVERY (1998)
 MK2123
 MK2123'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 MK2123'THE MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED WHEN
 MK2123'THE BRIDGE IS REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1138 ***********************************************************************
 AI1138  DESIGNATION -  F 428 RESET
 AI1138  PID         -  AI1138
 AI1138  STATE/COUNTY-  NE/DOUGLAS
 AI1138  USGS QUAD   -  IRVINGTON (1984)
 AI1138
 AI1138                         *CURRENT SURVEY CONTROL
 AI1138  ___________________________________________________________________
 AI1138* NAD 83(1986)-  41 19 20.     (N)    096 04 09.     (W)     SCALED    
 AI1138* NAVD 88     -       367.91   (meters)    1207.1    (feet)  RESET     
 AI1138  ___________________________________________________________________
 AI1138  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AI1138
 AI1138  VERT ORDER  -  THIRD
 AI1138
 AI1138.The horizontal coordinates were scaled from a topographic map and have
 AI1138.an estimated accuracy of +/- 6 seconds.
 AI1138
 AI1138.The orthometric height was computed from unverified reset data.
 AI1138.No vertical observational check was made to the station.
 AI1138
 AI1138.The geoid height was determined by GEOID03.
 AI1138
 AI1138;                    North         East    Units  Estimated Accuracy
 AI1138;SPC NE       -   172,780.      828,880.      MT  (+/- 180 meters Scaled)
 AI1138
 AI1138                          SUPERSEDED SURVEY CONTROL
 AI1138
 AI1138.No superseded survey control is available for this station.
 AI1138
 AI1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL452786(NAD 83)
 AI1138_MARKER: DV = VERTICAL CONTROL DISK
 AI1138_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI1138_SP_SET: BRIDGE ABUTMENT
 AI1138_STAMPING: F 428 RESET 1998
 AI1138_MARK LOGO: NGS   
 AI1138_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1138
 AI1138  HISTORY     - Date     Condition        Report By
 AI1138  HISTORY     - 1998     MONUMENTED       NEDR
 AI1138
 AI1138                          STATION DESCRIPTION
 AI1138
 AI1138'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 AI1138'AT OMAHA, AT THE INTERSECTION OF STATE HIGHWAY 33 AND INTERSTATE
 AI1138'HIGHWAY 680, CEMENTED INTO A DRILLED HOLE ON THE THE TOP OF THE
 AI1138'CONCRETE WHEEL GUARD OF THE SOUTHWEST CORNER OF THE OVERPASS BRIDGE
 AI1138'FOR THE EAST-BOUND LANES OF THE INTERSTATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0520 ***********************************************************************
 NO0520  DESIGNATION -  F 431
 NO0520  PID         -  NO0520
 NO0520  STATE/COUNTY-  NE/CHERRY
 NO0520  USGS QUAD   -  VALENTINE SOUTH (1983)
 NO0520
 NO0520                         *CURRENT SURVEY CONTROL
 NO0520  ___________________________________________________________________
 NO0520* NAD 83(1986)-  42 46 57.     (N)    100 32 12.     (W)     SCALED    
 NO0520* NAVD 88     -       818.288  (meters)    2684.67   (feet)  ADJUSTED  
 NO0520  ___________________________________________________________________
 NO0520  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 NO0520  DYNAMIC HT  -         817.951 (meters)    2683.56  (feet)  COMP
 NO0520  MODELED GRAV-     980,181.6   (mgal)                       NAVD 88
 NO0520
 NO0520  VERT ORDER  -  FIRST     CLASS II
 NO0520
 NO0520.The horizontal coordinates were scaled from a topographic map and have
 NO0520.an estimated accuracy of +/- 6 seconds.
 NO0520
 NO0520.The orthometric height was determined by differential leveling
 NO0520.and adjusted by the National Geodetic Survey in June 1994..
 NO0520
 NO0520.The geoid height was determined by GEOID03.
 NO0520
 NO0520.The dynamic height is computed by dividing the NAVD 88
 NO0520.geopotential number by the normal gravity value computed on the
 NO0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0520.degrees latitude (g = 980.6199 gals.).
 NO0520
 NO0520.The modeled gravity was interpolated from observed gravity values.
 NO0520
 NO0520;                    North         East    Units  Estimated Accuracy
 NO0520;SPC NE       -   327,600.      456,090.      MT  (+/- 180 meters Scaled)
 NO0520
 NO0520                          SUPERSEDED SURVEY CONTROL
 NO0520
 NO0520  NGVD 29 (02/14/92)  818.008  (m)         2683.75   (f) ADJUSTED    1 2
 NO0520
 NO0520.Superseded values are not recommended for survey control.
 NO0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0520.See file dsdata.txt to determine how the superseded data were derived.
 NO0520
 NO0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN743378(NAD 83)
 NO0520_MARKER: I = METAL ROD
 NO0520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0520_SP_SET: STAINLESS STEEL ROD
 NO0520_STAMPING: F 431 1991
 NO0520_MARK LOGO: NGS   
 NO0520_PROJECTION: FLUSH
 NO0520_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0520+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0520_ROD/PIPE-DEPTH: 9.4  meters
 NO0520
 NO0520  HISTORY     - Date     Condition        Report By
 NO0520  HISTORY     - 1991     MONUMENTED       NGS
 NO0520
 NO0520                          STATION DESCRIPTION
 NO0520
 NO0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0520'12.5 KM (7.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0520'OF U.S. HIGHWAY 20 IN VALENTINE, 55.4 M (181.8 FT) WEST OF THE
 NO0520'HIGHWAY CENTERLINE, 40.4 M (132.5 FT) WEST OF A FENCE CORNER, 6.1 M
 NO0520'(20.0 FT) SOUTH OF THE CENTER OF A TRACK ROAD, 0.6 M (2.0 FT) ABOVE
 NO0520'THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 NO0520'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NO0520'THE MONUMENT IS ON PROPERTY OWNED BY CLARENCE LOVEJOY, HC 37, BOX 10,
 NO0520'VALENTINE, NE 69201, TELEPHONE NUMBER (402) 376-2869 OR 376-3159.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0551 ***********************************************************************
 NO0551  DESIGNATION -  F 432
 NO0551  PID         -  NO0551
 NO0551  STATE/COUNTY-  NE/CHERRY
 NO0551  USGS QUAD   -  SQUARE LAKE (1987)
 NO0551
 NO0551                         *CURRENT SURVEY CONTROL
 NO0551  ___________________________________________________________________
 NO0551* NAD 83(1986)-  42 26 20.     (N)    100 59 43.     (W)     SCALED    
 NO0551* NAVD 88     -       980.428  (meters)    3216.62   (feet)  ADJUSTED  
 NO0551  ___________________________________________________________________
 NO0551  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 NO0551  DYNAMIC HT  -         979.971 (meters)    3215.12  (feet)  COMP
 NO0551  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 NO0551
 NO0551  VERT ORDER  -  FIRST     CLASS II
 NO0551
 NO0551.The horizontal coordinates were scaled from a topographic map and have
 NO0551.an estimated accuracy of +/- 6 seconds.
 NO0551
 NO0551.The orthometric height was determined by differential leveling
 NO0551.and adjusted by the National Geodetic Survey in June 1994..
 NO0551
 NO0551.The geoid height was determined by GEOID03.
 NO0551
 NO0551.The dynamic height is computed by dividing the NAVD 88
 NO0551.geopotential number by the normal gravity value computed on the
 NO0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0551.degrees latitude (g = 980.6199 gals.).
 NO0551
 NO0551.The modeled gravity was interpolated from observed gravity values.
 NO0551
 NO0551;                    North         East    Units  Estimated Accuracy
 NO0551;SPC NE       -   289,770.      418,130.      MT  (+/- 180 meters Scaled)
 NO0551
 NO0551                          SUPERSEDED SURVEY CONTROL
 NO0551
 NO0551  NGVD 29 (02/14/92)  980.137  (m)         3215.67   (f) ADJUSTED    1 2
 NO0551
 NO0551.Superseded values are not recommended for survey control.
 NO0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0551.See file dsdata.txt to determine how the superseded data were derived.
 NO0551
 NO0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN358004(NAD 83)
 NO0551_MARKER: I = METAL ROD
 NO0551_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0551_SP_SET: STAINLESS STEEL ROD
 NO0551_STAMPING: F 432 1991
 NO0551_MARK LOGO: NGS   
 NO0551_PROJECTION: FLUSH
 NO0551_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0551+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0551_ROD/PIPE-DEPTH: 29.1 meters
 NO0551
 NO0551  HISTORY     - Date     Condition        Report By
 NO0551  HISTORY     - 1991     MONUMENTED       NGS
 NO0551
 NO0551                          STATION DESCRIPTION
 NO0551
 NO0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0551'47.7 KM (29.65 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0551'OF STATE HIGHWAY 2 IN MULLEN, 20.8 M (68.2 FT) EAST OF THE HIGHWAY
 NO0551'CENTERLINE, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3
 NO0551'M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 NO0551'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0571 ***********************************************************************
 NO0571  DESIGNATION -  F 433
 NO0571  PID         -  NO0571
 NO0571  STATE/COUNTY-  NE/HOOKER
 NO0571  USGS QUAD   -  MULLEN (1988)
 NO0571
 NO0571                         *CURRENT SURVEY CONTROL
 NO0571  ___________________________________________________________________
 NO0571* NAD 83(1986)-  42 03 09.     (N)    101 02 29.     (W)     SCALED    
 NO0571* NAVD 88     -       990.077  (meters)    3248.28   (feet)  ADJUSTED  
 NO0571  ___________________________________________________________________
 NO0571  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NO0571  DYNAMIC HT  -         989.556 (meters)    3246.57  (feet)  COMP
 NO0571  MODELED GRAV-     980,061.7   (mgal)                       NAVD 88
 NO0571
 NO0571  VERT ORDER  -  FIRST     CLASS II
 NO0571
 NO0571.The horizontal coordinates were scaled from a topographic map and have
 NO0571.an estimated accuracy of +/- 6 seconds.
 NO0571
 NO0571.The orthometric height was determined by differential leveling
 NO0571.and adjusted by the National Geodetic Survey in June 1994..
 NO0571
 NO0571.The geoid height was determined by GEOID03.
 NO0571
 NO0571.The dynamic height is computed by dividing the NAVD 88
 NO0571.geopotential number by the normal gravity value computed on the
 NO0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0571.degrees latitude (g = 980.6199 gals.).
 NO0571
 NO0571.The modeled gravity was interpolated from observed gravity values.
 NO0571
 NO0571;                    North         East    Units  Estimated Accuracy
 NO0571;SPC NE       -   246,910.      413,820.      MT  (+/- 180 meters Scaled)
 NO0571
 NO0571                          SUPERSEDED SURVEY CONTROL
 NO0571
 NO0571  NGVD 29 (02/14/92)  989.764  (m)         3247.25   (f) ADJUSTED    1 2
 NO0571
 NO0571.Superseded values are not recommended for survey control.
 NO0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0571.See file dsdata.txt to determine how the superseded data were derived.
 NO0571
 NO0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM310576(NAD 83)
 NO0571_MARKER: I = METAL ROD
 NO0571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0571_SP_SET: STAINLESS STEEL ROD
 NO0571_STAMPING: F 433 1991
 NO0571_MARK LOGO: NGS   
 NO0571_PROJECTION: FLUSH
 NO0571_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0571+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0571_ROD/PIPE-DEPTH: 20.4 meters
 NO0571
 NO0571  HISTORY     - Date     Condition        Report By
 NO0571  HISTORY     - 1991     MONUMENTED       NGS
 NO0571
 NO0571                          STATION DESCRIPTION
 NO0571
 NO0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0571'1.3 KM (0.80 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0571'OF STATE HIGHWAY 2 IN MULLEN, 32.6 M (107.0 FT) EAST OF UTILITY POLE
 NO0571'NUMBER 201 17 14 WITH A GUY CABLE, 15.2 M (49.9 FT) SOUTH OF THE
 NO0571'CENTER OF THE SIMONSON RANCH ENTRANCE ROAD, 13.3 M (43.6 FT) WEST OF
 NO0571'THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT) SOUTH OF A FENCE CORNER, 1.0
 NO0571'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF
 NO0571'A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 NO0571'A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0534 ***********************************************************************
 MM0534  DESIGNATION -  F 434
 MM0534  PID         -  MM0534
 MM0534  STATE/COUNTY-  NE/MCPHERSON
 MM0534  USGS QUAD   -  TRYON (1985)
 MM0534
 MM0534                         *CURRENT SURVEY CONTROL
 MM0534  ___________________________________________________________________
 MM0534* NAD 83(1986)-  41 32 14.     (N)    100 54 28.     (W)     SCALED    
 MM0534* NAVD 88     -       997.240  (meters)    3271.78   (feet)  ADJUSTED  
 MM0534  ___________________________________________________________________
 MM0534  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 MM0534  DYNAMIC HT  -         996.642 (meters)    3269.82  (feet)  COMP
 MM0534  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 MM0534
 MM0534  VERT ORDER  -  FIRST     CLASS II
 MM0534
 MM0534.The horizontal coordinates were scaled from a topographic map and have
 MM0534.an estimated accuracy of +/- 6 seconds.
 MM0534
 MM0534.The orthometric height was determined by differential leveling
 MM0534.and adjusted by the National Geodetic Survey in June 1994..
 MM0534
 MM0534.The geoid height was determined by GEOID03.
 MM0534
 MM0534.The dynamic height is computed by dividing the NAVD 88
 MM0534.geopotential number by the normal gravity value computed on the
 MM0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0534.degrees latitude (g = 980.6199 gals.).
 MM0534
 MM0534.The modeled gravity was interpolated from observed gravity values.
 MM0534
 MM0534;                    North         East    Units  Estimated Accuracy
 MM0534;SPC NE       -   189,570.      424,280.      MT  (+/- 180 meters Scaled)
 MM0534
 MM0534                          SUPERSEDED SURVEY CONTROL
 MM0534
 MM0534  NGVD 29 (02/14/92)  996.868  (m)         3270.56   (f) ADJUSTED    1 2
 MM0534
 MM0534.Superseded values are not recommended for survey control.
 MM0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0534.See file dsdata.txt to determine how the superseded data were derived.
 MM0534
 MM0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM408001(NAD 83)
 MM0534_MARKER: I = METAL ROD
 MM0534_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0534_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MM0534_STAMPING: F 434 1991
 MM0534_MARK LOGO: NGS   
 MM0534_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0534_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0534+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0534_ROD/PIPE-DEPTH: 18.1 meters
 MM0534_SLEEVE-DEPTH  : 0.9 meters
 MM0534
 MM0534  HISTORY     - Date     Condition        Report By
 MM0534  HISTORY     - 1991     MONUMENTED       NGS
 MM0534
 MM0534                          STATION DESCRIPTION
 MM0534
 MM0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0534'4.6 KM (2.85 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0534'IN TRYON, 140.4 M (460.6 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY,
 MM0534'84.9 M (278.5 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 MM0534'13.0 M (42.7 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT)
 MM0534'SOUTHEAST OF UTILITY POLE NUMBER 097 17 02, 0.7 M (2.3 FT) ABOVE THE
 MM0534'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST
 MM0534'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MM0534'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 MM0534'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1441 ***********************************************************************
 LH1441  DESIGNATION -  F 435
 LH1441  PID         -  LH1441
 LH1441  STATE/COUNTY-  NE/BUFFALO
 LH1441  USGS QUAD   -  ALFALFA CENTER (1974)
 LH1441
 LH1441                         *CURRENT SURVEY CONTROL
 LH1441  ___________________________________________________________________
 LH1441* NAD 83(1986)-  40 41 33.     (N)    099 10 46.     (W)     SCALED    
 LH1441* NAVD 88     -       667.346  (meters)    2189.45   (feet)  ADJUSTED  
 LH1441  ___________________________________________________________________
 LH1441  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 LH1441  DYNAMIC HT  -         666.964 (meters)    2188.20  (feet)  COMP
 LH1441  MODELED GRAV-     980,030.6   (mgal)                       NAVD 88
 LH1441
 LH1441  VERT ORDER  -  FIRST     CLASS II
 LH1441
 LH1441.The horizontal coordinates were scaled from a topographic map and have
 LH1441.an estimated accuracy of +/- 6 seconds.
 LH1441
 LH1441.The orthometric height was determined by differential leveling
 LH1441.and adjusted by the National Geodetic Survey in May 1993..
 LH1441
 LH1441.The geoid height was determined by GEOID03.
 LH1441
 LH1441.The dynamic height is computed by dividing the NAVD 88
 LH1441.geopotential number by the normal gravity value computed on the
 LH1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1441.degrees latitude (g = 980.6199 gals.).
 LH1441
 LH1441.The modeled gravity was interpolated from observed gravity values.
 LH1441
 LH1441;                    North         East    Units  Estimated Accuracy
 LH1441;SPC NE       -    95,720.      569,340.      MT  (+/- 180 meters Scaled)
 LH1441
 LH1441                          SUPERSEDED SURVEY CONTROL
 LH1441
 LH1441  NGVD 29 (02/14/92)  667.087  (m)         2188.60   (f) ADJUSTED    1 2
 LH1441
 LH1441.Superseded values are not recommended for survey control.
 LH1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1441.See file dsdata.txt to determine how the superseded data were derived.
 LH1441
 LH1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML848046(NAD 83)
 LH1441_MARKER: I = METAL ROD
 LH1441_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1441_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LH1441_STAMPING: F 435 1991
 LH1441_MARK LOGO: NGS   
 LH1441_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1441_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1441+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1441_ROD/PIPE-DEPTH: 9.3  meters
 LH1441_SLEEVE-DEPTH  : 0.9 meters
 LH1441
 LH1441  HISTORY     - Date     Condition        Report By
 LH1441  HISTORY     - 1991     MONUMENTED       NGS
 LH1441
 LH1441                          STATION DESCRIPTION
 LH1441
 LH1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1441'8.1 KM (5.05 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1441'STATE HIGHWAY 44 IN KEARNEY, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG
 LH1441'A COUNTY ROAD, 21.0 M (68.9 FT) WEST OF AND LEVEL WITH THE CENTER OF
 LH1441'THE ROAD, 12.0 M (39.4 FT) NORTH OF THE NEAR RAIL OF THE UNION
 LH1441'PACIFIC RAILROAD, 5.6 M (18.4 FT) EAST-NORTHEAST OF A UTILITY POLE
 LH1441'WITH A GUY CABLE, 2.6 M (8.5 FT) SOUTH OF A FENCE, AND 0.5 M (1.6 FT)
 LH1441'WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LH1441'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 LH1441'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1467 ***********************************************************************
 LH1467  DESIGNATION -  F 436
 LH1467  PID         -  LH1467
 LH1467  STATE/COUNTY-  NE/HALL
 LH1467  USGS QUAD   -  HASTINGS NW (1974)
 LH1467
 LH1467                         *CURRENT SURVEY CONTROL
 LH1467  ___________________________________________________________________
 LH1467* NAD 83(1986)-  40 42 45.     (N)    098 22 42.     (W)     SCALED    
 LH1467* NAVD 88     -       593.849  (meters)    1948.32   (feet)  ADJUSTED  
 LH1467  ___________________________________________________________________
 LH1467  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 LH1467  DYNAMIC HT  -         593.525 (meters)    1947.26  (feet)  COMP
 LH1467  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 LH1467
 LH1467  VERT ORDER  -  FIRST     CLASS II
 LH1467
 LH1467.The horizontal coordinates were scaled from a topographic map and have
 LH1467.an estimated accuracy of +/- 6 seconds.
 LH1467
 LH1467.The orthometric height was determined by differential leveling
 LH1467.and adjusted by the National Geodetic Survey in May 1993..
 LH1467
 LH1467.The geoid height was determined by GEOID03.
 LH1467
 LH1467.The dynamic height is computed by dividing the NAVD 88
 LH1467.geopotential number by the normal gravity value computed on the
 LH1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1467.degrees latitude (g = 980.6199 gals.).
 LH1467
 LH1467.The modeled gravity was interpolated from observed gravity values.
 LH1467
 LH1467;                    North         East    Units  Estimated Accuracy
 LH1467;SPC NE       -    98,900.      636,990.      MT  (+/- 180 meters Scaled)
 LH1467
 LH1467                          SUPERSEDED SURVEY CONTROL
 LH1467
 LH1467  NGVD 29 (02/14/92)  593.606  (m)         1947.52   (f) ADJUSTED    1 2
 LH1467
 LH1467.Superseded values are not recommended for survey control.
 LH1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1467.See file dsdata.txt to determine how the superseded data were derived.
 LH1467
 LH1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL525070(NAD 83)
 LH1467_MARKER: I = METAL ROD
 LH1467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1467_SP_SET: STAINLESS STEEL ROD
 LH1467_STAMPING: F 436 1991
 LH1467_MARK LOGO: NGS   
 LH1467_PROJECTION: PROJECTING 1 CENTIMETERS
 LH1467_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1467+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1467_ROD/PIPE-DEPTH: 11.1 meters
 LH1467
 LH1467  HISTORY     - Date     Condition        Report By
 LH1467  HISTORY     - 1991     MONUMENTED       NGS
 LH1467
 LH1467                          STATION DESCRIPTION
 LH1467
 LH1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1467'12.3 KM (7.65 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1467'OF THE UNION PACIFIC RAILROAD IN HASTINGS, 19.9 M (65.3 FT) WEST OF
 LH1467'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 13.0 M (42.7
 LH1467'FT) SOUTH OF THE CENTERLINE OF A GRAVELED ROAD LEADING TO ROSEDALE,
 LH1467'0.7 M (2.3 FT) NORTHEAST OF A WITNESS POST AND FENCE, 0.4 M (1.3 FT)
 LH1467'NORTHWEST OF A RIGHT-OF-WAY MARKER, AND 0.4 M (1.3 FT) ABOVE THE
 LH1467'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM IS THROUGH A 5-INCH
 LH1467'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1263 ***********************************************************************
 LG1263  DESIGNATION -  F 437
 LG1263  PID         -  LG1263
 LG1263  STATE/COUNTY-  NE/CLAY
 LG1263  USGS QUAD   -  SUTTON (1969)
 LG1263
 LG1263                         *CURRENT SURVEY CONTROL
 LG1263  ___________________________________________________________________
 LG1263* NAD 83(1986)-  40 36 26.     (N)    097 51 40.     (W)     SCALED    
 LG1263* NAVD 88     -       512.968  (meters)    1682.96   (feet)  ADJUSTED  
 LG1263  ___________________________________________________________________
 LG1263  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 LG1263  DYNAMIC HT  -         512.686 (meters)    1682.04  (feet)  COMP
 LG1263  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 LG1263
 LG1263  VERT ORDER  -  FIRST     CLASS II
 LG1263
 LG1263.The horizontal coordinates were scaled from a topographic map and have
 LG1263.an estimated accuracy of +/- 6 seconds.
 LG1263
 LG1263.The orthometric height was determined by differential leveling
 LG1263.and adjusted by the National Geodetic Survey in May 1993..
 LG1263
 LG1263.The geoid height was determined by GEOID03.
 LG1263
 LG1263.The dynamic height is computed by dividing the NAVD 88
 LG1263.geopotential number by the normal gravity value computed on the
 LG1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1263.degrees latitude (g = 980.6199 gals.).
 LG1263
 LG1263.The modeled gravity was interpolated from observed gravity values.
 LG1263
 LG1263;                    North         East    Units  Estimated Accuracy
 LG1263;SPC NE       -    88,160.      680,960.      MT  (+/- 180 meters Scaled)
 LG1263
 LG1263                          SUPERSEDED SURVEY CONTROL
 LG1263
 LG1263.No superseded survey control is available for this station.
 LG1263
 LG1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK963957(NAD 83)
 LG1263_MARKER: DV = VERTICAL CONTROL DISK
 LG1263_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1263_SP_SET: GRAIN ELEVATOR
 LG1263_STAMPING: F 437 1991
 LG1263_MARK LOGO: NGS   
 LG1263_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1263+STABILITY: POSITION/ELEVATION WELL
 LG1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1263+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1263
 LG1263  HISTORY     - Date     Condition        Report By
 LG1263  HISTORY     - 1991     MONUMENTED       NGS
 LG1263
 LG1263                          STATION DESCRIPTION
 LG1263
 LG1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1263'IN SUTTON, SET VERTICALLY IN THE EAST FACE OF A CONCRETE GRAIN
 LG1263'ELEVATOR AT SUTTON CO-OP GRAIN COMPANY AT 104 WEST ELM STREET, 26.5 M
 LG1263'(86.9 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET, 11.1 M (36.4
 LG1263'FT) WEST OF THE EXTENDED CENTER OF NORTH BUTLER AVENUE, 1.3 M (4.3
 LG1263'FT) ABOVE THE GROUND SURFACE, AND 0.6 M (2.0 FT) NORTH OF THE NORTH
 LG1263'EDGE OF A TRUCK DUMP PIT.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 LG1263'SUTTON CO-OP GRAIN COMPANY, CONTACT--GERALD GANWISH, MANAGER, 104
 LG1263'WEST ELM STREET, SUTTON, NE 68979, TELEPHONE NUMBER (402) 773-5531.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1297 ***********************************************************************
 LG1297  DESIGNATION -  F 438
 LG1297  PID         -  LG1297
 LG1297  STATE/COUNTY-  NE/LANCASTER
 LG1297  USGS QUAD   -  CRETE NORTH (1972)
 LG1297
 LG1297                         *CURRENT SURVEY CONTROL
 LG1297  ___________________________________________________________________
 LG1297* NAD 83(1986)-  40 39 15.     (N)    096 53 44.     (W)     SCALED    
 LG1297* NAVD 88     -       454.658  (meters)    1491.66   (feet)  ADJUSTED  
 LG1297  ___________________________________________________________________
 LG1297  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 LG1297  DYNAMIC HT  -         454.436 (meters)    1490.93  (feet)  COMP
 LG1297  MODELED GRAV-     980,123.5   (mgal)                       NAVD 88
 LG1297
 LG1297  VERT ORDER  -  FIRST     CLASS II
 LG1297
 LG1297.The horizontal coordinates were scaled from a topographic map and have
 LG1297.an estimated accuracy of +/- 6 seconds.
 LG1297
 LG1297.The orthometric height was determined by differential leveling
 LG1297.and adjusted by the National Geodetic Survey in May 1993..
 LG1297
 LG1297.The geoid height was determined by GEOID03.
 LG1297
 LG1297.The dynamic height is computed by dividing the NAVD 88
 LG1297.geopotential number by the normal gravity value computed on the
 LG1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1297.degrees latitude (g = 980.6199 gals.).
 LG1297
 LG1297.The modeled gravity was interpolated from observed gravity values.
 LG1297
 LG1297;                    North         East    Units  Estimated Accuracy
 LG1297;SPC NE       -    95,850.      762,440.      MT  (+/- 180 meters Scaled)
 LG1297
 LG1297                          SUPERSEDED SURVEY CONTROL
 LG1297
 LG1297.No superseded survey control is available for this station.
 LG1297
 LG1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL779024(NAD 83)
 LG1297_MARKER: I = METAL ROD
 LG1297_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1297_SP_SET: STAINLESS STEEL ROD
 LG1297_STAMPING: F 438 1991
 LG1297_MARK LOGO: NGS   
 LG1297_PROJECTION: FLUSH
 LG1297_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1297+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1297_ROD/PIPE-DEPTH: 7.4  meters
 LG1297
 LG1297  HISTORY     - Date     Condition        Report By
 LG1297  HISTORY     - 1991     MONUMENTED       NGS
 LG1297  HISTORY     - 2002     GOOD             NEDR
 LG1297
 LG1297                          STATION DESCRIPTION
 LG1297
 LG1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1297'6.9 KM (4.30 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1297'IN CRETE, 19.6 M (64.3 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF
 LG1297'THE HIGHWAY, 11.2 M (36.7 FT) WEST OF THE CENTER OF A DRIVEWAY, 0.9 M
 LG1297'(3.0 FT) EAST OF AN UNDERGROUND CABLE JUNCTION BOX, 0.4 M (1.3 FT)
 LG1297'WEST OF A RIGHT-OF-WAY MARKER AND FENCE CORNER, AND 0.2 M (0.7 FT)
 LG1297'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 LG1297'A 5-INCH LOGO CAP.
 LG1297
 LG1297                          STATION RECOVERY (2002)
 LG1297
 LG1297'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1297'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1329 ***********************************************************************
 LG1329  DESIGNATION -  F 439
 LG1329  PID         -  LG1329
 LG1329  STATE/COUNTY-  NE/LANCASTER
 LG1329  USGS QUAD   -  BENNET (1972)
 LG1329
 LG1329                         *CURRENT SURVEY CONTROL
 LG1329  ___________________________________________________________________
 LG1329* NAD 83(1986)-  40 42 41.     (N)    096 31 16.     (W)     SCALED    
 LG1329* NAVD 88     -       418.957  (meters)    1374.53   (feet)  ADJUSTED  
 LG1329  ___________________________________________________________________
 LG1329  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 LG1329  DYNAMIC HT  -         418.775 (meters)    1373.93  (feet)  COMP
 LG1329  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 LG1329
 LG1329  VERT ORDER  -  FIRST     CLASS II
 LG1329
 LG1329.The horizontal coordinates were scaled from a topographic map and have
 LG1329.an estimated accuracy of +/- 6 seconds.
 LG1329
 LG1329.The orthometric height was determined by differential leveling
 LG1329.and adjusted by the National Geodetic Survey in May 1993..
 LG1329
 LG1329.The geoid height was determined by GEOID03.
 LG1329
 LG1329.The dynamic height is computed by dividing the NAVD 88
 LG1329.geopotential number by the normal gravity value computed on the
 LG1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1329.degrees latitude (g = 980.6199 gals.).
 LG1329
 LG1329.The modeled gravity was interpolated from observed gravity values.
 LG1329
 LG1329;                    North         East    Units  Estimated Accuracy
 LG1329;SPC NE       -   103,400.      793,820.      MT  (+/- 180 meters Scaled)
 LG1329
 LG1329                          SUPERSEDED SURVEY CONTROL
 LG1329
 LG1329.No superseded survey control is available for this station.
 LG1329
 LG1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL093096(NAD 83)
 LG1329_MARKER: I = METAL ROD
 LG1329_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1329_SP_SET: STAINLESS STEEL ROD
 LG1329_STAMPING: F 439 1991
 LG1329_MARK LOGO: NGS   
 LG1329_PROJECTION: FLUSH
 LG1329_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1329+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1329_ROD/PIPE-DEPTH: 5.7  meters
 LG1329
 LG1329  HISTORY     - Date     Condition        Report By
 LG1329  HISTORY     - 1991     MONUMENTED       NGS
 LG1329
 LG1329                          STATION DESCRIPTION
 LG1329
 LG1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1329'17.3 KM (10.75 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1329'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, 80.8 M (265.1 FT)
 LG1329'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.6 M (41.3 FT) WEST OF THE
 LG1329'CENTER OF SOUTH 148TH STREET, 2.4 M (7.9 FT) SOUTH OF AN UNDERGROUND
 LG1329'CABLE WARNING POST, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LG1329'0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) EAST OF A
 LG1329'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1522 ***********************************************************************
 LF1522  DESIGNATION -  F 440
 LF1522  PID         -  LF1522
 LF1522  STATE/COUNTY-  NE/OTOE
 LF1522  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1522
 LF1522                         *CURRENT SURVEY CONTROL
 LF1522  ___________________________________________________________________
 LF1522* NAD 83(1986)-  40 40 03.     (N)    095 52 57.     (W)     SCALED    
 LF1522* NAVD 88     -       326.863  (meters)    1072.38   (feet)  ADJUSTED  
 LF1522  ___________________________________________________________________
 LF1522  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LF1522  DYNAMIC HT  -         326.690 (meters)    1071.82  (feet)  COMP
 LF1522  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 LF1522
 LF1522  VERT ORDER  -  FIRST     CLASS II
 LF1522
 LF1522.The horizontal coordinates were scaled from a topographic map and have
 LF1522.an estimated accuracy of +/- 6 seconds.
 LF1522
 LF1522.The orthometric height was determined by differential leveling
 LF1522.and adjusted by the National Geodetic Survey in May 1993..
 LF1522
 LF1522.The geoid height was determined by GEOID03.
 LF1522
 LF1522.The dynamic height is computed by dividing the NAVD 88
 LF1522.geopotential number by the normal gravity value computed on the
 LF1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1522.degrees latitude (g = 980.6199 gals.).
 LF1522
 LF1522.The modeled gravity was interpolated from observed gravity values.
 LF1522
 LF1522;                    North         East    Units  Estimated Accuracy
 LF1522;SPC NE       -   100,900.      847,950.      MT  (+/- 180 meters Scaled)
 LF1522
 LF1522                          SUPERSEDED SURVEY CONTROL
 LF1522
 LF1522.No superseded survey control is available for this station.
 LF1522
 LF1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF563058(NAD 83)
 LF1522_MARKER: I = METAL ROD
 LF1522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LF1522_SP_SET: STAINLESS STEEL ROD
 LF1522_STAMPING: F 440 1991
 LF1522_MARK LOGO: NGS   
 LF1522_PROJECTION: FLUSH
 LF1522_MAGNETIC: I = MARKER IS A STEEL ROD
 LF1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1522+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LF1522_ROD/PIPE-DEPTH: 9.5  meters
 LF1522
 LF1522  HISTORY     - Date     Condition        Report By
 LF1522  HISTORY     - 1991     MONUMENTED       NGS
 LF1522
 LF1522                          STATION DESCRIPTION
 LF1522
 LF1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LF1522'2.3 KM (1.40 MI) WESTERLY ALONG STATE HIGHWAY 2 BUSINESS FROM THE
 LF1522'JUNCTION OF U.S. HIGHWAY 75 BUSINESS IN NEBRASKA CITY, 25.6 M (84.0
 LF1522'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.4 M (40.7 FT) NORTH OF
 LF1522'THE NORTHWEST CORNER OF A CHAIN-LINK FENCE SURROUNDING A GAS PIPE
 LF1522'LINE METERING STATION, 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 LF1522'0.4 M (1.3 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A
 LF1522'RIGHT-0F-WAY POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LF1522'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1367 ***********************************************************************
 LG1367  DESIGNATION -  F 441
 LG1367  PID         -  LG1367
 LG1367  STATE/COUNTY-  NE/LANCASTER
 LG1367  USGS QUAD   -  LINCOLN (1980)
 LG1367
 LG1367                         *CURRENT SURVEY CONTROL
 LG1367  ___________________________________________________________________
 LG1367* NAD 83(1986)-  40 50 06.     (N)    096 43 12.     (W)     SCALED    
 LG1367* NAVD 88     -       350.986  (meters)    1151.53   (feet)  ADJUSTED  
 LG1367  ___________________________________________________________________
 LG1367  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 LG1367  DYNAMIC HT  -         350.829 (meters)    1151.01  (feet)  COMP
 LG1367  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 LG1367
 LG1367  VERT ORDER  -  FIRST     CLASS II
 LG1367
 LG1367.The horizontal coordinates were scaled from a topographic map and have
 LG1367.an estimated accuracy of +/- 6 seconds.
 LG1367
 LG1367.The orthometric height was determined by differential leveling
 LG1367.and adjusted by the National Geodetic Survey in May 1993..
 LG1367
 LG1367.The geoid height was determined by GEOID03.
 LG1367
 LG1367.The dynamic height is computed by dividing the NAVD 88
 LG1367.geopotential number by the normal gravity value computed on the
 LG1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1367.degrees latitude (g = 980.6199 gals.).
 LG1367
 LG1367.The modeled gravity was interpolated from observed gravity values.
 LG1367
 LG1367;                    North         East    Units  Estimated Accuracy
 LG1367;SPC NE       -   116,460.      776,510.      MT  (+/- 180 meters Scaled)
 LG1367
 LG1367                          SUPERSEDED SURVEY CONTROL
 LG1367
 LG1367.No superseded survey control is available for this station.
 LG1367
 LG1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL922229(NAD 83)
 LG1367_MARKER: I = METAL ROD
 LG1367_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1367_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1367_STAMPING: F 441 1992
 LG1367_MARK LOGO: NGS   
 LG1367_PROJECTION: FLUSH
 LG1367_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1367+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1367_ROD/PIPE-DEPTH: 4.9  meters
 LG1367_SLEEVE-DEPTH  : 0.9 meters
 LG1367
 LG1367  HISTORY     - Date     Condition        Report By
 LG1367  HISTORY     - 1992     MONUMENTED       NGS
 LG1367  HISTORY     - 20051009 MARK NOT FOUND   GEOCAC
 LG1367
 LG1367                          STATION DESCRIPTION
 LG1367
 LG1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1367'IN LINCOLN, AT THE INTERSECTION OF CORNHUSKER HIGHWAY AND NORTH 1ST
 LG1367'STREET, 63.7 M (209.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 LG1367'LANES OF THE HIGHWAY, 8.0 M (26.2 FT) SOUTH OF A UTILITY LIGHT POLE,
 LG1367'AND 7.6 M (24.9 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE
 LG1367'NORTHBOUND LANES OF THE STREET. NOTE--ACCESS TO THE DATUM POINT IS
 LG1367'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 LG1367'SPECIFICATIONS FOR A CLASS A MARK.
 LG1367
 LG1367                          STATION RECOVERY (2005)
 LG1367
 LG1367'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1367'MARK MAY BE PAVED OVER. A NEW BIKE TRAIL RUNS ALONG THE EAST SIDE OF
 LG1367'NORTH 1ST STREET AT APPROXIMATELY THE SAME DISTANCE AS THE MARK LIES
 LG1367'FROM THE CENTERLINE OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2467 ***********************************************************************
 AI2467  DESIGNATION -  F 442
 AI2467  PID         -  AI2467
 AI2467  STATE/COUNTY-  NE/PIERCE
 AI2467  USGS QUAD   -  PIERCE (1976)
 AI2467
 AI2467                         *CURRENT SURVEY CONTROL
 AI2467  ___________________________________________________________________
 AI2467* NAD 83(1986)-  42 13 29.     (N)    097 34 06.     (W)     SCALED    
 AI2467* NAVD 88     -       492.390  (meters)    1615.45   (feet)  ADJUSTED  
 AI2467  ___________________________________________________________________
 AI2467  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AI2467  DYNAMIC HT  -         492.203 (meters)    1614.84  (feet)  COMP
 AI2467  MODELED GRAV-     980,225.9   (mgal)                       NAVD 88
 AI2467
 AI2467  VERT ORDER  -  SECOND    CLASS I
 AI2467
 AI2467.The horizontal coordinates were scaled from a topographic map and have
 AI2467.an estimated accuracy of +/- 6 seconds.
 AI2467
 AI2467.The orthometric height was determined by differential leveling
 AI2467.and adjusted by the National Geodetic Survey in July 2002..
 AI2467
 AI2467.The geoid height was determined by GEOID03.
 AI2467
 AI2467.The dynamic height is computed by dividing the NAVD 88
 AI2467.geopotential number by the normal gravity value computed on the
 AI2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2467.degrees latitude (g = 980.6199 gals.).
 AI2467
 AI2467.The modeled gravity was interpolated from observed gravity values.
 AI2467
 AI2467;                    North         East    Units  Estimated Accuracy
 AI2467;SPC NE       -   268,330.      700,680.      MT  (+/- 180 meters Scaled)
 AI2467
 AI2467                          SUPERSEDED SURVEY CONTROL
 AI2467
 AI2467.No superseded survey control is available for this station.
 AI2467
 AI2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM181757(NAD 83)
 AI2467_MARKER: F = FLANGE-ENCASED ROD
 AI2467_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2467_STAMPING: F 442 1999
 AI2467_MARK LOGO: NGS   
 AI2467_PROJECTION: FLUSH
 AI2467_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2467+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2467_ROD/PIPE-DEPTH: 12.2 meters
 AI2467_SLEEVE-DEPTH  : 0.9 meters
 AI2467
 AI2467  HISTORY     - Date     Condition        Report By
 AI2467  HISTORY     - 1999     MONUMENTED       NGS
 AI2467
 AI2467                          STATION DESCRIPTION
 AI2467
 AI2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2467'4.3 KM (2.65 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2467'IN PIERCE, 23.4 M (76.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.5 M
 AI2467'(24.6 FT) EAST OF THE CENTER OF A GATE, 0.6 M (2.0 FT) NORTHWEST OF A
 AI2467'RIGHT-OF-WAY POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3
 AI2467'M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AI2467'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AI2467'MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON
 AI2467'HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0137 ***********************************************************************
 NP0137  DESIGNATION -  F 5
 NP0137  PID         -  NP0137
 NP0137  STATE/COUNTY-  NE/BOX BUTTE
 NP0137  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0137
 NP0137                         *CURRENT SURVEY CONTROL
 NP0137  ___________________________________________________________________
 NP0137* NAD 83(1986)-  42 06 18.     (N)    102 51 29.     (W)     SCALED    
 NP0137* NAVD 88     -      1209.572  (meters)    3968.40   (feet)  ADJUSTED  
 NP0137  ___________________________________________________________________
 NP0137  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 NP0137  DYNAMIC HT  -        1208.870 (meters)    3966.10  (feet)  COMP
 NP0137  MODELED GRAV-     979,999.7   (mgal)                       NAVD 88
 NP0137
 NP0137  VERT ORDER  -  FIRST     CLASS II
 NP0137
 NP0137.The horizontal coordinates were scaled from a topographic map and have
 NP0137.an estimated accuracy of +/- 6 seconds.
 NP0137
 NP0137.The orthometric height was determined by differential leveling
 NP0137.and adjusted by the National Geodetic Survey in June 1991..
 NP0137
 NP0137.The geoid height was determined by GEOID03.
 NP0137
 NP0137.The dynamic height is computed by dividing the NAVD 88
 NP0137.geopotential number by the normal gravity value computed on the
 NP0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0137.degrees latitude (g = 980.6199 gals.).
 NP0137
 NP0137.The modeled gravity was interpolated from observed gravity values.
 NP0137
 NP0137;                    North         East    Units  Estimated Accuracy
 NP0137;SPC NE       -   256,120.      263,710.      MT  (+/- 180 meters Scaled)
 NP0137
 NP0137                          SUPERSEDED SURVEY CONTROL
 NP0137
 NP0137  NGVD 29 (??/??/92) 1208.991  (m)         3966.50   (f) ADJ UNCH    1 2
 NP0137
 NP0137.Superseded values are not recommended for survey control.
 NP0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0137.See file dsdata.txt to determine how the superseded data were derived.
 NP0137
 NP0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG771636(NAD 83)
 NP0137_MARKER: DD = SURVEY DISK
 NP0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0137_STAMPING: F 5 1946
 NP0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0137+STABILITY: SURFACE MOTION
 NP0137
 NP0137  HISTORY     - Date     Condition        Report By
 NP0137  HISTORY     - 1946     MONUMENTED       USGS
 NP0137  HISTORY     - 1956     GOOD             NGS
 NP0137
 NP0137                          STATION DESCRIPTION
 NP0137
 NP0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0137'AT ALLIANCE.
 NP0137'AT ALLIANCE, AT THE NORTHEAST CORNER OF THE CITY, 60 FEET
 NP0137'NORTHEAST OF THE INTERSECTION OF THE CENTER LINES OF FLACK
 NP0137'AVENUE AND EAST 10TH STREET, 43 FEET EAST OF THE CENTER LINE OF
 NP0137'FLACK AVENUE, 38 FEET NORTH OF THE CENTER LINE OF EAST 10TH
 NP0137'STREET, 11.8 FEET NORTH OF A POWER POLE, 2 FEET SOUTHEAST OF A
 NP0137'TELEPHONE POLE, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE
 NP0137'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE
 NP0137'SOUTHWEST 1/4 OF SECTION 30, TOWNSHIP 25 NORTH, RANGE 47 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0405 ***********************************************************************
 LH0405  DESIGNATION -  F 5
 LH0405  PID         -  LH0405
 LH0405  STATE/COUNTY-  NE/BUFFALO
 LH0405  USGS QUAD   -  NEWARK (1993)
 LH0405
 LH0405                         *CURRENT SURVEY CONTROL
 LH0405  ___________________________________________________________________
 LH0405* NAD 83(1986)-  40 44 24.     (N)    098 52 50.     (W)     SCALED    
 LH0405* NAVD 88     -       632.419  (meters)    2074.86   (feet)  ADJUSTED  
 LH0405  ___________________________________________________________________
 LH0405  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 LH0405  DYNAMIC HT  -         632.066 (meters)    2073.70  (feet)  COMP
 LH0405  MODELED GRAV-     980,045.7   (mgal)                       NAVD 88
 LH0405
 LH0405  VERT ORDER  -  FIRST     CLASS II
 LH0405
 LH0405.The horizontal coordinates were scaled from a topographic map and have
 LH0405.an estimated accuracy of +/- 6 seconds.
 LH0405
 LH0405.The orthometric height was determined by differential leveling
 LH0405.and adjusted by the National Geodetic Survey in May 1993..
 LH0405
 LH0405.The geoid height was determined by GEOID03.
 LH0405
 LH0405.The dynamic height is computed by dividing the NAVD 88
 LH0405.geopotential number by the normal gravity value computed on the
 LH0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0405.degrees latitude (g = 980.6199 gals.).
 LH0405
 LH0405.The modeled gravity was interpolated from observed gravity values.
 LH0405
 LH0405;                    North         East    Units  Estimated Accuracy
 LH0405;SPC NE       -   101,280.      594,530.      MT  (+/- 180 meters Scaled)
 LH0405
 LH0405                          SUPERSEDED SURVEY CONTROL
 LH0405
 LH0405  NAVD 88 (06/15/91)  632.399  (m)         2074.80   (f) UNKNOWN     1 2
 LH0405  NGVD 29 (02/14/92)  632.160  (m)         2074.01   (f) ADJUSTED    1 2
 LH0405
 LH0405.Superseded values are not recommended for survey control.
 LH0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0405.See file dsdata.txt to determine how the superseded data were derived.
 LH0405
 LH0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL100099(NAD 83)
 LH0405_MARKER: DB = BENCH MARK DISK
 LH0405_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH0405_SP_SET: ABUTMENT
 LH0405_STAMPING: F 5 1933 2073.943
 LH0405_MARK LOGO: CGS   
 LH0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0405+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0405
 LH0405  HISTORY     - Date     Condition        Report By
 LH0405  HISTORY     - 1933     MONUMENTED       CGS
 LH0405  HISTORY     - 1941     GOOD             NGS
 LH0405  HISTORY     - 19910924 GOOD             NGS
 LH0405
 LH0405                          STATION DESCRIPTION
 LH0405
 LH0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0405'2 MI SW FROM GIBBON.
 LH0405'ABOUT 2.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD
 LH0405'FROM GIBBON, BUFFALO COUNTY, ABOUT 100 FEET WEST OF MILEPOST
 LH0405'178, AT BRIDGE 178.02, 9.2 FEET NORTH OF THE NORTH RAIL OF THE
 LH0405'NORTH MAIN TRACK, AND IN THE TOP OF THE NORTH END OF THE EAST
 LH0405'CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED 2073.943 F 5 1933.
 LH0405
 LH0405                          STATION RECOVERY (1941)
 LH0405
 LH0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LH0405'RECOVERED IN GOOD CONDITION.
 LH0405
 LH0405                          STATION RECOVERY (1991)
 LH0405
 LH0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0405'17.9 KM (11.10 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0405'OF STATE HIGHWAY 44 IN KEARNEY, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF
 LH0405'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF UNION PACIFIC RAILROAD
 LH0405'BRIDGE NUMBER 178.02, 34.8 M (114.2 FT) SOUTH OF THE HIGHWAY
 LH0405'CENTERLINE, 2.9 M (9.5 FT) NORTH OF THE NEAR RAIL, AND 1.4 M (4.6 FT)
 LH0405'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0181 ***********************************************************************
 MN0181  DESIGNATION -  F 51
 MN0181  PID         -  MN0181
 MN0181  STATE/COUNTY-  NE/MORRILL
 MN0181  USGS QUAD   -  BRIDGEPORT NW (1965)
 MN0181
 MN0181                         *CURRENT SURVEY CONTROL
 MN0181  ___________________________________________________________________
 MN0181* NAD 83(1986)-  41 42 26.     (N)    103 08 38.     (W)     SCALED    
 MN0181* NAVD 88     -      1126.976  (meters)    3697.42   (feet)  ADJUSTED  
 MN0181  ___________________________________________________________________
 MN0181  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 MN0181  DYNAMIC HT  -        1126.271 (meters)    3695.11  (feet)  COMP
 MN0181  MODELED GRAV-     979,958.2   (mgal)                       NAVD 88
 MN0181
 MN0181  VERT ORDER  -  SECOND    CLASS 0
 MN0181
 MN0181.The horizontal coordinates were scaled from a topographic map and have
 MN0181.an estimated accuracy of +/- 6 seconds.
 MN0181
 MN0181.The orthometric height was determined by differential leveling
 MN0181.and adjusted by the National Geodetic Survey in June 1991..
 MN0181
 MN0181.The geoid height was determined by GEOID03.
 MN0181
 MN0181.The dynamic height is computed by dividing the NAVD 88
 MN0181.geopotential number by the normal gravity value computed on the
 MN0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0181.degrees latitude (g = 980.6199 gals.).
 MN0181
 MN0181.The modeled gravity was interpolated from observed gravity values.
 MN0181
 MN0181;                    North         East    Units  Estimated Accuracy
 MN0181;SPC NE       -   212,810.      238,480.      MT  (+/- 180 meters Scaled)
 MN0181
 MN0181                          SUPERSEDED SURVEY CONTROL
 MN0181
 MN0181  NGVD 29 (??/??/92) 1126.406  (m)         3695.55   (f) ADJ UNCH    2 0
 MN0181
 MN0181.Superseded values are not recommended for survey control.
 MN0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0181.See file dsdata.txt to determine how the superseded data were derived.
 MN0181
 MN0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG544189(NAD 83)
 MN0181_MARKER: DB = BENCH MARK DISK
 MN0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0181_STAMPING: F 51 1934
 MN0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0181+STABILITY: SURFACE MOTION
 MN0181
 MN0181  HISTORY     - Date     Condition        Report By
 MN0181  HISTORY     - 1934     MONUMENTED       CGS
 MN0181
 MN0181                          STATION DESCRIPTION
 MN0181
 MN0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0181'2 MI NW FROM NORTHPORT.
 MN0181'ABOUT 2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 MN0181'QUINCY RAILROAD FROM THE STATION AT NORTHPORT, MORRILL COUNTY,
 MN0181'ABOUT 0.1 MILE SOUTHEAST OF MILEPOST 2, ABOUT 150 FEET SOUTHEAST
 MN0181'OF THE SOUTHEAST CORNER OF A BRIDGE, ON A HIGH STRIP OF GROUND
 MN0181'BETWEEN THE TRACK AND THE HIGHWAY BORROW PITS, 50.2 FEET SOUTHWEST
 MN0181'OF THE SOUTHWEST RAIL, AND 32.5 FEET NORTHEAST OF THE CENTER
 MN0181'LINE OF U.S. HIGHWAY 26.  A STANDARD DISK, STAMPED F 51 1934
 MN0181'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0057 ***********************************************************************
 MN0057  DESIGNATION -  F 52
 MN0057  PID         -  MN0057
 MN0057  STATE/COUNTY-  NE/GARDEN
 MN0057  USGS QUAD   -  OSHKOSH (1971)
 MN0057
 MN0057                         *CURRENT SURVEY CONTROL
 MN0057  ___________________________________________________________________
 MN0057* NAD 83(1986)-  41 24 29.     (N)    102 20 38.     (W)     SCALED    
 MN0057* NAVD 88     -      1035.445  (meters)    3397.12   (feet)  ADJUSTED  
 MN0057  ___________________________________________________________________
 MN0057  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 MN0057  DYNAMIC HT  -        1034.813 (meters)    3395.05  (feet)  COMP
 MN0057  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 MN0057
 MN0057  VERT ORDER  -  SECOND    CLASS 0
 MN0057
 MN0057.The horizontal coordinates were scaled from a topographic map and have
 MN0057.an estimated accuracy of +/- 6 seconds.
 MN0057
 MN0057.The orthometric height was determined by differential leveling
 MN0057.and adjusted by the National Geodetic Survey in June 1991..
 MN0057
 MN0057.The geoid height was determined by GEOID03.
 MN0057
 MN0057.The dynamic height is computed by dividing the NAVD 88
 MN0057.geopotential number by the normal gravity value computed on the
 MN0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0057.degrees latitude (g = 980.6199 gals.).
 MN0057
 MN0057.The modeled gravity was interpolated from observed gravity values.
 MN0057
 MN0057;                    North         East    Units  Estimated Accuracy
 MN0057;SPC NE       -   177,490.      304,110.      MT  (+/- 180 meters Scaled)
 MN0057
 MN0057                          SUPERSEDED SURVEY CONTROL
 MN0057
 MN0057  NGVD 29 (??/??/92) 1034.960  (m)         3395.53   (f) ADJ UNCH    2 0
 MN0057
 MN0057.Superseded values are not recommended for survey control.
 MN0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0057.See file dsdata.txt to determine how the superseded data were derived.
 MN0057
 MN0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF220874(NAD 83)
 MN0057_MARKER: DB = BENCH MARK DISK
 MN0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0057_STAMPING: F 52 1934
 MN0057_MARK LOGO: CGS   
 MN0057_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0057+STABILITY: SURFACE MOTION
 MN0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0057+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 MN0057
 MN0057  HISTORY     - Date     Condition        Report By
 MN0057  HISTORY     - 1934     MONUMENTED       CGS
 MN0057  HISTORY     - 1942     GOOD             NGS
 MN0057  HISTORY     - 19920804 GOOD             NGS
 MN0057
 MN0057                          STATION DESCRIPTION
 MN0057
 MN0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0057'AT OSHKOSH.
 MN0057'AT OSHKOSH, GARDEN COUNTY, AT THE WEST ENTRANCE TO THE COURTHOUSE,
 MN0057'126 FEET NORTH OF CHARLETON STREET, 77 FEET EAST OF THE CENTER
 MN0057'LINE OF FISH STREET,3 FEET NORTH OF THE LOWER STEPS, AND 1 FOOT
 MN0057'WEST OF THE COURTHOUSE WALL.  A STANDARD DISK, STAMPED F 52 1934
 MN0057'AND SET IN THE TOP OF A CONCRETE POST.
 MN0057
 MN0057                          STATION RECOVERY (1942)
 MN0057
 MN0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MN0057'RECOVERED IN GOOD CONDITION.
 MN0057
 MN0057                          STATION RECOVERY (1992)
 MN0057
 MN0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MN0057'IN  OSHKOSH, AT THE WEST ENTRANCE TO THE COURTHOUSE, 126.0 FT (38.4 M)
 MN0057'NORTH FROM THE CENTERLINE OF AVENUE F, 77.0 FT (23.5 M) EAST FROM THE
 MN0057'CENTERLINE OF MAIN STREET, 3.0 FT (0.9 M) NORTH FROM THE LOWER STEPS
 MN0057'AND 1.0 FT (0.3 M) WEST FROM THE COURTHOUSE WALL.  SET INTO THE TOP OF
 MN0057'A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH7988 ***********************************************************************
 DH7988  DESIGNATION -  F 52 RESET
 DH7988  PID         -  DH7988
 DH7988  STATE/COUNTY-  NE/GARDEN
 DH7988  USGS QUAD   -  OSHKOSH (1971)
 DH7988
 DH7988                         *CURRENT SURVEY CONTROL
 DH7988  ___________________________________________________________________
 DH7988* NAD 83(1986)-  41 24 29.     (N)    102 20 38.     (W)     SCALED    
 DH7988* NAVD 88     -      1035.52   (meters)    3397.4    (feet)  RESET     
 DH7988  ___________________________________________________________________
 DH7988  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 DH7988
 DH7988  VERT ORDER  -  THIRD
 DH7988
 DH7988.The horizontal coordinates were scaled from a topographic map and have
 DH7988.an estimated accuracy of +/- 6 seconds.
 DH7988
 DH7988.The orthometric height was computed from unverified reset data.
 DH7988.No vertical observational check was made to the station.
 DH7988
 DH7988.The geoid height was determined by GEOID03.
 DH7988
 DH7988;                    North         East    Units  Estimated Accuracy
 DH7988;SPC NE       -   177,490.      304,110.      MT  (+/- 180 meters Scaled)
 DH7988
 DH7988                          SUPERSEDED SURVEY CONTROL
 DH7988
 DH7988.No superseded survey control is available for this station.
 DH7988
 DH7988_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF220874(NAD 83)
 DH7988_MARKER: DV = VERTICAL CONTROL DISK
 DH7988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7988_STAMPING: F 52 RESET 2005
 DH7988_MARK LOGO: NGS   
 DH7988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7988+STABILITY: SURFACE MOTION
 DH7988
 DH7988  HISTORY     - Date     Condition        Report By
 DH7988  HISTORY     - 2005     MONUMENTED       NGS
 DH7988
 DH7988                          STATION DESCRIPTION
 DH7988
 DH7988'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (GN)
 DH7988'FROM THE INTERSECTION OF HIGHWAY 26 AND MAIN STREET ON THE SOUTH SIDE
 DH7988'OF OSHKOSH GO NORTH ON MAIN STREET FOR APPROXIMATELY 0.40 MILES (0.64
 DH7988'KM) TO THE GARDEN COUNTY COURTHOUSE AND ON THE SOUTHWEST SIDE OF THE
 DH7988'COURTHOUSE BUILDING IN A FLOWER BED NEAR A FLAG POLE.  42.0 FEET (12.8
 DH7988'M) SOSUTHWEST FROM THE SOUTHWEST CORNER OF THE COURTHOUSE, 58.25 FEET
 DH7988'(17.75 M) EAST OF THE CENTERLINE OF MAIN STREET, 48.90 FEET (14.90 M)
 DH7988'NORTH OF CENTERLINE OF AVENUE F, 5.85 FEET (1.78 M) NORTHEAST OF THE
 DH7988'NORTHEAST CORNER OF A MARBLE MONUMENT, 4.8 FEET (1.5 M) EAST NORTHEAST
 DH7988'OF THE CENTER OF A FLAG POLE.  SET INTO THE TOP OF A ROUND CONCRETE
 DH7988'MONUMENT WHICH PROJECTS 0.30 FEET (9.14 CM) ABOVE THE GROUND.
 DH7988'NOTE-ORIGINAL MARK REMOVED - CAP SALVAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0038 ***********************************************************************
 MN0038  DESIGNATION -  F 53
 MN0038  PID         -  MN0038
 MN0038  STATE/COUNTY-  NE/DEUEL
 MN0038  USGS QUAD   -  CHAPPELL NE (1971)
 MN0038
 MN0038                         *CURRENT SURVEY CONTROL
 MN0038  ___________________________________________________________________
 MN0038* NAD 83(1986)-  41 09 00.     (N)    102 20 31.     (W)     SCALED    
 MN0038* NAVD 88     -      1163.097  (meters)    3815.93   (feet)  ADJUSTED  
 MN0038  ___________________________________________________________________
 MN0038  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 MN0038  DYNAMIC HT  -        1162.331 (meters)    3813.41  (feet)  COMP
 MN0038  MODELED GRAV-     979,924.9   (mgal)                       NAVD 88
 MN0038
 MN0038  VERT ORDER  -  SECOND    CLASS 0
 MN0038
 MN0038.The horizontal coordinates were scaled from a topographic map and have
 MN0038.an estimated accuracy of +/- 6 seconds.
 MN0038
 MN0038.The orthometric height was determined by differential leveling
 MN0038.and adjusted by the National Geodetic Survey in June 1991..
 MN0038
 MN0038.The geoid height was determined by GEOID03.
 MN0038
 MN0038.The dynamic height is computed by dividing the NAVD 88
 MN0038.geopotential number by the normal gravity value computed on the
 MN0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0038.degrees latitude (g = 980.6199 gals.).
 MN0038
 MN0038.The modeled gravity was interpolated from observed gravity values.
 MN0038
 MN0038;                    North         East    Units  Estimated Accuracy
 MN0038;SPC NE       -   148,850.      303,500.      MT  (+/- 180 meters Scaled)
 MN0038
 MN0038                          SUPERSEDED SURVEY CONTROL
 MN0038
 MN0038  NGVD 29 (??/??/92) 1162.591  (m)         3814.27   (f) ADJ UNCH    2 0
 MN0038
 MN0038.Superseded values are not recommended for survey control.
 MN0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0038.See file dsdata.txt to determine how the superseded data were derived.
 MN0038
 MN0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF230588(NAD 83)
 MN0038_MARKER: DB = BENCH MARK DISK
 MN0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0038_STAMPING: F 53 1934
 MN0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0038+STABILITY: SURFACE MOTION
 MN0038
 MN0038  HISTORY     - Date     Condition        Report By
 MN0038  HISTORY     - 1934     MONUMENTED       CGS
 MN0038  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0038
 MN0038                          STATION DESCRIPTION
 MN0038
 MN0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0038'6.9 MI N FROM CHAPPELL.
 MN0038'6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0038'CHAPPELL, DEUEL COUNTY, THENCE 4.0 MILES NORTH ALONG STATE
 MN0038'HIGHWAY 27, 300 FEET SOUTH OF THE TOP OF A HILL HILL, 280 FEET
 MN0038'NORTH OF THE CENTERLINE OF A CROSS ROAD, AND 34 FEET WEST OF THE
 MN0038'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 53 1934
 MN0038'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MEAS. DISTANCE OF
 MN0038'34 FT W OF ST HWY 27 WOULD PUT THIS BM IN THE CONSTRUCTION AREA
 MN0038'OF THE NEW STATE HWY 27.  THEREFORE THIS BM COULD BE CONSIDERED
 MN0038'AS DESTROYED.
 MN0038
 MN0038                          STATION RECOVERY (1971)
 MN0038
 MN0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0281 ***********************************************************************
 MN0281  DESIGNATION -  F 54
 MN0281  PID         -  MN0281
 MN0281  STATE/COUNTY-  NE/BANNER
 MN0281  USGS QUAD   -  WILDCAT MOUNTAIN (1979)
 MN0281
 MN0281                         *CURRENT SURVEY CONTROL
 MN0281  ___________________________________________________________________
 MN0281* NAD 83(1986)-  41 41 46.     (N)    103 39 56.     (W)     SCALED    
 MN0281* NAVD 88     -      1354.066  (meters)    4442.46   (feet)  ADJUSTED  
 MN0281  ___________________________________________________________________
 MN0281  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 MN0281  DYNAMIC HT  -        1353.130 (meters)    4439.39  (feet)  COMP
 MN0281  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 MN0281
 MN0281  VERT ORDER  -  SECOND    CLASS 0
 MN0281
 MN0281.The horizontal coordinates were scaled from a topographic map and have
 MN0281.an estimated accuracy of +/- 6 seconds.
 MN0281
 MN0281.The orthometric height was determined by differential leveling
 MN0281.and adjusted by the National Geodetic Survey in June 1991..
 MN0281
 MN0281.The geoid height was determined by GEOID03.
 MN0281
 MN0281.The dynamic height is computed by dividing the NAVD 88
 MN0281.geopotential number by the normal gravity value computed on the
 MN0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0281.degrees latitude (g = 980.6199 gals.).
 MN0281
 MN0281.The modeled gravity was interpolated from observed gravity values.
 MN0281
 MN0281;                    North         East    Units  Estimated Accuracy
 MN0281;SPC NE       -   213,280.      195,060.      MT  (+/- 180 meters Scaled)
 MN0281
 MN0281                          SUPERSEDED SURVEY CONTROL
 MN0281
 MN0281  NGVD 29 (??/??/92) 1353.380  (m)         4440.21   (f) ADJ UNCH    2 0
 MN0281
 MN0281.Superseded values are not recommended for survey control.
 MN0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0281.See file dsdata.txt to determine how the superseded data were derived.
 MN0281
 MN0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG110168(NAD 83)
 MN0281_MARKER: DB = BENCH MARK DISK
 MN0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0281_STAMPING: F 54 1934
 MN0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0281+STABILITY: SURFACE MOTION
 MN0281
 MN0281  HISTORY     - Date     Condition        Report By
 MN0281  HISTORY     - 1934     MONUMENTED       CGS
 MN0281
 MN0281                          STATION DESCRIPTION
 MN0281
 MN0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0281'10.9 MI S FROM GERING.
 MN0281'IN BANNER COUNTY, ABOUT 10.9 MILES SOUTH ALONG STATE HIGHWAY 29
 MN0281'FROM THE COURTHOUSE AT GERING, SCOTTS BLUFF COUNTY, 11 FEET
 MN0281'NORTH OF THE NORTH END OF A GATE AT THE ENTRANCE TO THE STATE
 MN0281'GAME RESERVE, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MN0281'AND 4 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MN0281'STAMPED F 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0303 ***********************************************************************
 MN0303  DESIGNATION -  F 55 RESET
 MN0303  PID         -  MN0303
 MN0303  STATE/COUNTY-  NE/BANNER
 MN0303  USGS QUAD   -  INDIAN SPRINGS (1979)
 MN0303
 MN0303                         *CURRENT SURVEY CONTROL
 MN0303  ___________________________________________________________________
 MN0303* NAD 83(1986)-  41 34 58.     (N)    103 35 58.     (W)     SCALED    
 MN0303* NAVD 88     -      1338.29   (meters)    4390.7    (feet)  RESET     
 MN0303  ___________________________________________________________________
 MN0303  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 MN0303
 MN0303  VERT ORDER  -  THIRD
 MN0303
 MN0303.The horizontal coordinates were scaled from a topographic map and have
 MN0303.an estimated accuracy of +/- 6 seconds.
 MN0303
 MN0303.The orthometric height was computed from unverified reset data.
 MN0303
 MN0303.The geoid height was determined by GEOID03.
 MN0303
 MN0303;                    North         East    Units  Estimated Accuracy
 MN0303;SPC NE       -   200,480.      200,030.      MT  (+/- 180 meters Scaled)
 MN0303
 MN0303                          SUPERSEDED SURVEY CONTROL
 MN0303
 MN0303  NGVD 29 (??/??/??) 1337.61   (m)         4388.5    (f) RESET       3  
 MN0303
 MN0303.Superseded values are not recommended for survey control.
 MN0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0303.See file dsdata.txt to determine how the superseded data were derived.
 MN0303
 MN0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG167044(NAD 83)
 MN0303_MARKER: DB = BENCH MARK DISK
 MN0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0303_STAMPING: F 55 RESET 1966
 MN0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0303+STABILITY: SURFACE MOTION
 MN0303
 MN0303  HISTORY     - Date     Condition        Report By
 MN0303  HISTORY     - 1966     MONUMENTED       CGS
 MN0303
 MN0303                          STATION DESCRIPTION
 MN0303
 MN0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MN0303'16.9 MI W FROM REDINGTON.
 MN0303'ABOUT 16.9 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0303'AT REDINGTON, 110 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 88,
 MN0303'16 FEET WEST OF THE CENTER OF A TRACK ROAD, 1.5 FEET NORTH OF A
 MN0303'METAL WITNESS POST, 1 FOOT EAST OF A SECTION LINE FENCE, AND
 MN0303'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 MN0303'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0752 ***********************************************************************
 ML0752  DESIGNATION -  F 56
 ML0752  PID         -  ML0752
 ML0752  STATE/COUNTY-  NE/CUSTER
 ML0752  USGS QUAD   -  CALLAWAY NW (1951)
 ML0752
 ML0752                         *CURRENT SURVEY CONTROL
 ML0752  ___________________________________________________________________
 ML0752* NAD 83(1986)-  41 28 58.     (N)    099 52 49.     (W)     SCALED    
 ML0752* NAVD 88     -       874.610  (meters)    2869.45   (feet)  POSTED    
 ML0752  ___________________________________________________________________
 ML0752  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 ML0752  DYNAMIC HT  -         874.140 (meters)    2867.91  (feet)  COMP
 ML0752  MODELED GRAV-     980,052.8   (mgal)                       NAVD 88
 ML0752
 ML0752  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 ML0752
 ML0752.The horizontal coordinates were scaled from a topographic map and have
 ML0752.an estimated accuracy of +/- 6 seconds.
 ML0752
 ML0752.The orthometric height was determined by differential leveling
 ML0752.and adjusted by the National Geodetic Survey in 1992..
 ML0752.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 ML0752.rate of 4.1 thru 8.0 mm/km.
 ML0752
 ML0752.The geoid height was determined by GEOID03.
 ML0752
 ML0752.The dynamic height is computed by dividing the NAVD 88
 ML0752.geopotential number by the normal gravity value computed on the
 ML0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0752.degrees latitude (g = 980.6199 gals.).
 ML0752
 ML0752.The modeled gravity was interpolated from observed gravity values.
 ML0752
 ML0752;                    North         East    Units  Estimated Accuracy
 ML0752;SPC NE       -   183,140.      510,000.      MT  (+/- 180 meters Scaled)
 ML0752
 ML0752                          SUPERSEDED SURVEY CONTROL
 ML0752
 ML0752  NGVD 29 (??/??/92)  874.350  (m)         2868.60   (f) ADJ UNCH    2 0
 ML0752
 ML0752.Superseded values are not recommended for survey control.
 ML0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0752.See file dsdata.txt to determine how the superseded data were derived.
 ML0752
 ML0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML265927(NAD 83)
 ML0752_MARKER: DB = BENCH MARK DISK
 ML0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0752_STAMPING: F 56 1934
 ML0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0752+STABILITY: SURFACE MOTION
 ML0752
 ML0752  HISTORY     - Date     Condition        Report By
 ML0752  HISTORY     - 1934     MONUMENTED       CGS
 ML0752
 ML0752                          STATION DESCRIPTION
 ML0752
 ML0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ML0752'6.4 MI W FROM MERNA.
 ML0752'6.4 MILES WEST OF POST OFFICE.  ALONG STATE HIGHWAY NO. 16
 ML0752'BETWEEN ARNOLD AND MERNA, ABOUT MIDWAY ON LONG ASCENDING CURVING
 ML0752'GRADE, 53 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, ON PIECE
 ML0752'OF LEVEL STRETCH AT ROADSIDE, A LARGE RAVINE ON THE NORTHEAST
 ML0752'SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0410 ***********************************************************************
 NP0410  DESIGNATION -  F 58
 NP0410  PID         -  NP0410
 NP0410  STATE/COUNTY-  NE/SIOUX
 NP0410  USGS QUAD   -  AGATE (1979)
 NP0410
 NP0410                         *CURRENT SURVEY CONTROL
 NP0410  ___________________________________________________________________
 NP0410* NAD 83(1986)-  42 25 26.     (N)    103 47 29.     (W)     SCALED    
 NP0410* NAVD 88     -      1346.084  (meters)    4416.28   (feet)  POSTED    
 NP0410  ___________________________________________________________________
 NP0410  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 NP0410  DYNAMIC HT  -        1345.260 (meters)    4413.57  (feet)  COMP
 NP0410  MODELED GRAV-     979,963.9   (mgal)                       NAVD 88
 NP0410
 NP0410  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0410
 NP0410.The horizontal coordinates were scaled from a topographic map and have
 NP0410.an estimated accuracy of +/- 6 seconds.
 NP0410
 NP0410.The orthometric height was determined by differential leveling
 NP0410.and adjusted by the National Geodetic Survey in 1992..
 NP0410.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0410.rate of 1.1 thru 2.0 mm/km.
 NP0410
 NP0410.The geoid height was determined by GEOID03.
 NP0410
 NP0410.The dynamic height is computed by dividing the NAVD 88
 NP0410.geopotential number by the normal gravity value computed on the
 NP0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0410.degrees latitude (g = 980.6199 gals.).
 NP0410
 NP0410.The modeled gravity was interpolated from observed gravity values.
 NP0410
 NP0410;                    North         East    Units  Estimated Accuracy
 NP0410;SPC NE       -   294,470.      188,140.      MT  (+/- 180 meters Scaled)
 NP0410
 NP0410                          SUPERSEDED SURVEY CONTROL
 NP0410
 NP0410  NGVD 29 (??/??/92) 1345.361  (m)         4413.91   (f) ADJ UNCH    2 0
 NP0410
 NP0410.Superseded values are not recommended for survey control.
 NP0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0410.See file dsdata.txt to determine how the superseded data were derived.
 NP0410
 NP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG994975(NAD 83)
 NP0410_MARKER: DB = BENCH MARK DISK
 NP0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0410_STAMPING: F 58 1934
 NP0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0410+STABILITY: SURFACE MOTION
 NP0410
 NP0410  HISTORY     - Date     Condition        Report By
 NP0410  HISTORY     - 1934     MONUMENTED       CGS
 NP0410  HISTORY     - 1974     MARK NOT FOUND   USGS
 NP0410
 NP0410                          STATION DESCRIPTION
 NP0410
 NP0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0410'0.1 MI N FROM AGATE.
 NP0410'0.1 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE AT
 NP0410'AGATE, SIOUX COUNTY, 500 FEET SOUTHWEST OF THE NORTH END OF THE
 NP0410'BRIDGE OVER NIOBRARA RIVER, 108 FEET WEST OF A CATTLE GATE, 117
 NP0410'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A FENCE CORNER, AND
 NP0410'3.0 FEET SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK,
 NP0410'STAMPED F 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NP0410
 NP0410                          STATION RECOVERY (1974)
 NP0410
 NP0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NP0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0096 ***********************************************************************
 MN0096  DESIGNATION -  F 59
 MN0096  PID         -  MN0096
 MN0096  STATE/COUNTY-  NE/DEUEL
 MN0096  USGS QUAD   -  MOUNT VERNON (1972)
 MN0096
 MN0096                         *CURRENT SURVEY CONTROL
 MN0096  ___________________________________________________________________
 MN0096* NAD 83(1986)-  41 07 42.     (N)    102 34 20.     (W)     SCALED    
 MN0096* NAVD 88     -      1148.457  (meters)    3767.90   (feet)  ADJUSTED  
 MN0096  ___________________________________________________________________
 MN0096  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 MN0096  DYNAMIC HT  -        1147.682 (meters)    3765.35  (feet)  COMP
 MN0096  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 MN0096
 MN0096  VERT ORDER  -  SECOND    CLASS 0
 MN0096
 MN0096.The horizontal coordinates were scaled from a topographic map and have
 MN0096.an estimated accuracy of +/- 6 seconds.
 MN0096
 MN0096.The orthometric height was determined by differential leveling
 MN0096.and adjusted by the National Geodetic Survey in June 1991..
 MN0096
 MN0096.The geoid height was determined by GEOID03.
 MN0096
 MN0096.The dynamic height is computed by dividing the NAVD 88
 MN0096.geopotential number by the normal gravity value computed on the
 MN0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0096.degrees latitude (g = 980.6199 gals.).
 MN0096
 MN0096.The modeled gravity was interpolated from observed gravity values.
 MN0096
 MN0096;                    North         East    Units  Estimated Accuracy
 MN0096;SPC NE       -   146,990.      284,110.      MT  (+/- 180 meters Scaled)
 MN0096
 MN0096                          SUPERSEDED SURVEY CONTROL
 MN0096
 MN0096  NGVD 29 (??/??/92) 1147.932  (m)         3766.17   (f) ADJ UNCH    2 0
 MN0096
 MN0096.Superseded values are not recommended for survey control.
 MN0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0096.See file dsdata.txt to determine how the superseded data were derived.
 MN0096
 MN0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF037558(NAD 83)
 MN0096_MARKER: DB = BENCH MARK DISK
 MN0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0096_STAMPING: F 59 1934
 MN0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0096+STABILITY: SURFACE MOTION
 MN0096
 MN0096  HISTORY     - Date     Condition        Report By
 MN0096  HISTORY     - 1934     MONUMENTED       CGS
 MN0096  HISTORY     - 1947     GOOD             NGS
 MN0096  HISTORY     - 1985     GOOD             DMA
 MN0096
 MN0096                          STATION DESCRIPTION
 MN0096
 MN0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0096'5.7 MI W FROM CHAPPELL.
 MN0096'5.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0096'AT CHAPPELL, DEUEL COUNTY, 3 POLES WEST OF MILEPOST 386, 230 FEET
 MN0096'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, AT A ROAD CROSSING,
 MN0096'105 FEET WEST OF THE CENTER LINE OF THE ROAD, 75 FEET SOUTH OF
 MN0096'THE SOUTH RAIL OF THE SOUTH DOUBLE TRACK, 15 FEET WEST OF A
 MN0096'DOUBLE POLE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 MN0096'STAMPED F 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0096
 MN0096                          STATION RECOVERY (1947)
 MN0096
 MN0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MN0096'RECOVERED IN GOOD CONDITION.
 MN0096
 MN0096                          STATION RECOVERY (1985)
 MN0096
 MN0096'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0780 ***********************************************************************
 LH0780  DESIGNATION -  F 6
 LH0780  PID         -  LH0780
 LH0780  STATE/COUNTY-  NE/DAWSON
 LH0780  USGS QUAD   -  COZAD (1971)
 LH0780
 LH0780                         *CURRENT SURVEY CONTROL
 LH0780  ___________________________________________________________________
 LH0780* NAD 83(1986)-  40 49 05.     (N)    099 52 52.     (W)     SCALED    
 LH0780* NAVD 88     -       746.509  (meters)    2449.17   (feet)  ADJUSTED  
 LH0780  ___________________________________________________________________
 LH0780  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 LH0780  DYNAMIC HT  -         746.068 (meters)    2447.72  (feet)  COMP
 LH0780  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 LH0780
 LH0780  VERT ORDER  -  FIRST     CLASS II
 LH0780
 LH0780.The horizontal coordinates were scaled from a topographic map and have
 LH0780.an estimated accuracy of +/- 6 seconds.
 LH0780
 LH0780.The orthometric height was determined by differential leveling
 LH0780.and adjusted by the National Geodetic Survey in June 1991..
 LH0780
 LH0780.The geoid height was determined by GEOID03.
 LH0780
 LH0780.The dynamic height is computed by dividing the NAVD 88
 LH0780.geopotential number by the normal gravity value computed on the
 LH0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0780.degrees latitude (g = 980.6199 gals.).
 LH0780
 LH0780.The modeled gravity was interpolated from observed gravity values.
 LH0780
 LH0780;                    North         East    Units  Estimated Accuracy
 LH0780;SPC NE       -   109,340.      510,030.      MT  (+/- 180 meters Scaled)
 LH0780
 LH0780                          SUPERSEDED SURVEY CONTROL
 LH0780
 LH0780  NGVD 29 (??/??/92)  746.207  (m)         2448.18   (f) ADJ UNCH    1 2
 LH0780
 LH0780.Superseded values are not recommended for survey control.
 LH0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0780.See file dsdata.txt to determine how the superseded data were derived.
 LH0780
 LH0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML256189(NAD 83)
 LH0780_MARKER: DB = BENCH MARK DISK
 LH0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0780_STAMPING: 2448.181 F 6 1933
 LH0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0780+STABILITY: SURFACE MOTION
 LH0780
 LH0780  HISTORY     - Date     Condition        Report By
 LH0780  HISTORY     - 1933     MONUMENTED       CGS
 LH0780  HISTORY     - 1967     GOOD             NGS
 LH0780  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0780
 LH0780                          STATION DESCRIPTION
 LH0780
 LH0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0780'6 MI SE FROM COZAD.
 LH0780'ABOUT 6.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD
 LH0780'FROM THE STATION AT COZAD, DAWSON COUNTY, ABOUT 0.3 MILE EAST
 LH0780'OF THE STATION AT DARR, ABOUT 12 POLES NORTHWEST OF MILEPOST
 LH0780'232, ABOUT 200 FEET SOUTHEAST OF A SECTION HOUSE, AT A COUNTY-ROAD
 LH0780'CROSSING, 46 FEET EAST OF THE CENTER LINE OF THE ROAD, 34.8 FEET
 LH0780'NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 13.4 FEET SOUTH
 LH0780'OF THE NORTH RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF
 LH0780'POLES.  A STANDARD DISK, STAMPED 2448.181 F 6 1933 AND SET IN
 LH0780'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 LH0780'GROUND.  NOTE-- MARK NOW LIES TEN FEET SOUTH OF FENCE POLE
 LH0780'MARKER, UNDER THE TOE PATH OF NEW TRACKAGE FOR INDUSTRIAL
 LH0780'PURPOSES.  MARK IS UNDER TWO FEET OF FILL AND ACCESS IS POSSIBLE.
 LH0780
 LH0780                          STATION RECOVERY (1967)
 LH0780
 LH0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LH0780'RECOVERED IN GOOD CONDITION.
 LH0780
 LH0780                          STATION RECOVERY (1986)
 LH0780
 LH0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0780'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0829 ***********************************************************************
 LH0829  DESIGNATION -  F 60
 LH0829  PID         -  LH0829
 LH0829  STATE/COUNTY-  NE/DAWSON
 LH0829  USGS QUAD   -  BUFFALO (1962)
 LH0829
 LH0829                         *CURRENT SURVEY CONTROL
 LH0829  ___________________________________________________________________
 LH0829* NAD 83(1986)-  40 56 56.     (N)    099 45 04.     (W)     SCALED    
 LH0829* NAVD 88     -       782.684  (meters)    2567.86   (feet)  POSTED    
 LH0829  ___________________________________________________________________
 LH0829  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 LH0829  DYNAMIC HT  -         782.230 (meters)    2566.37  (feet)  COMP
 LH0829  MODELED GRAV-     980,019.7   (mgal)                       NAVD 88
 LH0829
 LH0829  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LH0829
 LH0829.The horizontal coordinates were scaled from a topographic map and have
 LH0829.an estimated accuracy of +/- 6 seconds.
 LH0829
 LH0829.The orthometric height was determined by differential leveling
 LH0829.and adjusted by the National Geodetic Survey in 1992..
 LH0829.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LH0829.rate of 0.0 thru 1.0 mm/km.
 LH0829
 LH0829.The geoid height was determined by GEOID03.
 LH0829
 LH0829.The dynamic height is computed by dividing the NAVD 88
 LH0829.geopotential number by the normal gravity value computed on the
 LH0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0829.degrees latitude (g = 980.6199 gals.).
 LH0829
 LH0829.The modeled gravity was interpolated from observed gravity values.
 LH0829
 LH0829;                    North         East    Units  Estimated Accuracy
 LH0829;SPC NE       -   123,890.      520,950.      MT  (+/- 180 meters Scaled)
 LH0829
 LH0829                          SUPERSEDED SURVEY CONTROL
 LH0829
 LH0829  NGVD 29 (??/??/92)  782.388  (m)         2566.88   (f) ADJ UNCH    2 0
 LH0829
 LH0829.Superseded values are not recommended for survey control.
 LH0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0829.See file dsdata.txt to determine how the superseded data were derived.
 LH0829
 LH0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML367333(NAD 83)
 LH0829_MARKER: DB = BENCH MARK DISK
 LH0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0829_STAMPING: F-60-1934
 LH0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0829+STABILITY: SURFACE MOTION
 LH0829
 LH0829  HISTORY     - Date     Condition        Report By
 LH0829  HISTORY     - 1934     MONUMENTED       CGS
 LH0829
 LH0829                          STATION DESCRIPTION
 LH0829
 LH0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0829'12 MI N FROM LEXINGTON.
 LH0829'12.0 MILES NORTH OF COURTHOUSE.  ALONG STATE HIGHWAY NO. 21
 LH0829'BETWEEN LEXINGTON AND OCONTO, ON STRAIGHT STRETCH ABOUT 0.1
 LH0829'MILES LONG BETWEEN TWO CURVES, 33 FEET EAST OF THE CENTER LINE
 LH0829'OF HIGHWAY, 5 FEET WEST OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0830 ***********************************************************************
 LH0830  DESIGNATION -  F 60 RESET
 LH0830  PID         -  LH0830
 LH0830  STATE/COUNTY-  NE/DAWSON
 LH0830  USGS QUAD   -  BUFFALO (1962)
 LH0830
 LH0830                         *CURRENT SURVEY CONTROL
 LH0830  ___________________________________________________________________
 LH0830* NAD 83(1986)-  40 56 56.     (N)    099 45 03.     (W)     SCALED    
 LH0830* NAVD 88     -       782.56   (+/-2cm)    2567.4    (feet)  VERTCON   
 LH0830  ___________________________________________________________________
 LH0830  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 LH0830
 LH0830  VERT ORDER  -  THIRD (See Below)
 LH0830
 LH0830.The horizontal coordinates were scaled from a topographic map and have
 LH0830.an estimated accuracy of +/- 6 seconds.
 LH0830
 LH0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0830.The vertical order pertains to the NGVD 29 superseded value.
 LH0830
 LH0830.The geoid height was determined by GEOID03.
 LH0830
 LH0830;                    North         East    Units  Estimated Accuracy
 LH0830;SPC NE       -   123,890.      520,970.      MT  (+/- 180 meters Scaled)
 LH0830
 LH0830                          SUPERSEDED SURVEY CONTROL
 LH0830
 LH0830  NGVD 29 (??/??/??)  782.26   (m)         2566.5    (f) RESET       3  
 LH0830
 LH0830.Superseded values are not recommended for survey control.
 LH0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0830.See file dsdata.txt to determine how the superseded data were derived.
 LH0830
 LH0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML368333(NAD 83)
 LH0830_MARKER: DB = BENCH MARK DISK
 LH0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0830_STAMPING: F 60 RESET 1938
 LH0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0830+STABILITY: SURFACE MOTION
 LH0830
 LH0830  HISTORY     - Date     Condition        Report By
 LH0830  HISTORY     - 1938     MONUMENTED       NEDR
 LH0830  HISTORY     - 1961     MARK NOT FOUND   USGS
 LH0830
 LH0830                          STATION DESCRIPTION
 LH0830
 LH0830'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LH0830'12.1 MI N FROM LEXINGTON.
 LH0830'12.1 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0830'AT LEXINGTON, AT A 0.1-MILE TANGENT BETWEEN TWO CURVES, AND
 LH0830'46.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 LH0830'DISK, STAMPED F 60 RESET 1938 AND SET IN THE TOP OF A CONCRETE
 LH0830'POST. NOTE-- THIS MARK COULD NOT BE LOCATED IN MARCH 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0173 ***********************************************************************
 NP0173  DESIGNATION -  F 61
 NP0173  PID         -  NP0173
 NP0173  STATE/COUNTY-  NE/SHERIDAN
 NP0173  USGS QUAD   -  JESSE LAKE (1989)
 NP0173
 NP0173                         *CURRENT SURVEY CONTROL
 NP0173  ___________________________________________________________________
 NP0173* NAD 83(1986)-  42 04 45.     (N)    102 40 56.     (W)     SCALED    
 NP0173* NAVD 88     -      1199.232  (meters)    3934.48   (feet)  ADJUSTED  
 NP0173  ___________________________________________________________________
 NP0173  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 NP0173  DYNAMIC HT  -        1198.534 (meters)    3932.19  (feet)  COMP
 NP0173  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 NP0173
 NP0173  VERT ORDER  -  SECOND    CLASS 0
 NP0173
 NP0173.The horizontal coordinates were scaled from a topographic map and have
 NP0173.an estimated accuracy of +/- 6 seconds.
 NP0173
 NP0173.The orthometric height was determined by differential leveling
 NP0173.and adjusted by the National Geodetic Survey in June 1991..
 NP0173
 NP0173.The geoid height was determined by GEOID03.
 NP0173
 NP0173.The dynamic height is computed by dividing the NAVD 88
 NP0173.geopotential number by the normal gravity value computed on the
 NP0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0173.degrees latitude (g = 980.6199 gals.).
 NP0173
 NP0173.The modeled gravity was interpolated from observed gravity values.
 NP0173
 NP0173;                    North         East    Units  Estimated Accuracy
 NP0173;SPC NE       -   252,790.      278,150.      MT  (+/- 180 meters Scaled)
 NP0173
 NP0173                          SUPERSEDED SURVEY CONTROL
 NP0173
 NP0173  NGVD 29 (??/??/92) 1198.658  (m)         3932.60   (f) ADJ UNCH    2 0
 NP0173
 NP0173.Superseded values are not recommended for survey control.
 NP0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0173.See file dsdata.txt to determine how the superseded data were derived.
 NP0173
 NP0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG917611(NAD 83)
 NP0173_MARKER: DB = BENCH MARK DISK
 NP0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0173_STAMPING: F 61 1934
 NP0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0173+STABILITY: SURFACE MOTION
 NP0173
 NP0173  HISTORY     - Date     Condition        Report By
 NP0173  HISTORY     - 1934     MONUMENTED       CGS
 NP0173  HISTORY     - 1940     GOOD             NGS
 NP0173
 NP0173                          STATION DESCRIPTION
 NP0173
 NP0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NP0173'5.1 MI W FROM ANTIOCH.
 NP0173'5.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0173'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 0.5 MILE WEST OF
 NP0173'MILEPOST 355 27 FEET SOUTH OF THE SOUTH RAIL, 3.0 FEET WEST OF A
 NP0173'4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE GROUND, AND
 NP0173'4.0 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED F 61
 NP0173'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 NP0173'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0287 ***********************************************************************
 NO0287  DESIGNATION -  F 62
 NO0287  PID         -  NO0287
 NO0287  STATE/COUNTY-  NE/GRANT
 NO0287  USGS QUAD   -  ASHBY (1989)
 NO0287
 NO0287                         *CURRENT SURVEY CONTROL
 NO0287  ___________________________________________________________________
 NO0287* NAD 83(1986)-  42 01 20.     (N)    101 55 38.     (W)     SCALED    
 NO0287* NAVD 88     -      1173.303  (meters)    3849.41   (feet)  ADJUSTED  
 NO0287  ___________________________________________________________________
 NO0287  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 NO0287  DYNAMIC HT  -        1172.637 (meters)    3847.23  (feet)  COMP
 NO0287  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 NO0287
 NO0287  VERT ORDER  -  SECOND    CLASS 0
 NO0287
 NO0287.The horizontal coordinates were scaled from a topographic map and have
 NO0287.an estimated accuracy of +/- 6 seconds.
 NO0287
 NO0287.The orthometric height was determined by differential leveling
 NO0287.and adjusted by the National Geodetic Survey in June 1991..
 NO0287
 NO0287.The geoid height was determined by GEOID03.
 NO0287
 NO0287.The dynamic height is computed by dividing the NAVD 88
 NO0287.geopotential number by the normal gravity value computed on the
 NO0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0287.degrees latitude (g = 980.6199 gals.).
 NO0287
 NO0287.The modeled gravity was interpolated from observed gravity values.
 NO0287
 NO0287;                    North         East    Units  Estimated Accuracy
 NO0287;SPC NE       -   244,800.      340,450.      MT  (+/- 180 meters Scaled)
 NO0287
 NO0287                          SUPERSEDED SURVEY CONTROL
 NO0287
 NO0287  NGVD 29 (??/??/92) 1172.800  (m)         3847.76   (f) ADJ UNCH    2 0
 NO0287
 NO0287.Superseded values are not recommended for survey control.
 NO0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0287.See file dsdata.txt to determine how the superseded data were derived.
 NO0287
 NO0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM576563(NAD 83)
 NO0287_MARKER: DB = BENCH MARK DISK
 NO0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0287_STAMPING: F 62 1934
 NO0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0287+STABILITY: SURFACE MOTION
 NO0287
 NO0287  HISTORY     - Date     Condition        Report By
 NO0287  HISTORY     - 1934     MONUMENTED       CGS
 NO0287
 NO0287                          STATION DESCRIPTION
 NO0287
 NO0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0287'AT ASHBY.
 NO0287'AT ASHBY GRANT COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 NO0287'RAILROAD, 0.4 MILE WEST OF MILEPOST 315, AT A WATER TANK, 81
 NO0287'FEET NORTHWEST OF THE WATER SPOUT, 18.0 FEET SOUTHWEST OF THE
 NO0287'CENTER OF THE TANK, 10.5 FEET SOUTHWEST OF THE NORTH ONE OF THE
 NO0287'WEST PAIR OF TANK LEGS, 6.8 FEET WEST OF THE SOUTH ONE OF THE
 NO0287'WEST PAIR OF LEGS, 4.3 FEET SOUTH OF THE CENTER OF THE BASE OF
 NO0287'THE TANK STEPS, AND ABOUT 73 FEET NORTH OF THE NORTH RAIL.  A
 NO0287'STANDARD DISK, STAMPED F 62 1934 AND SET IN THE TOP OF A CONCRETE
 NO0287'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0013 ***********************************************************************
 MM0013  DESIGNATION -  F 64
 MM0013  PID         -  MM0013
 MM0013  STATE/COUNTY-  NE/BLAINE
 MM0013  USGS QUAD   -  DUNNING (1986)
 MM0013
 MM0013                         *CURRENT SURVEY CONTROL
 MM0013  ___________________________________________________________________
 MM0013* NAD 83(1986)-  41 49 53.     (N)    100 07 08.     (W)     SCALED    
 MM0013* NAVD 88     -       799.667  (meters)    2623.57   (feet)  ADJUSTED  
 MM0013  ___________________________________________________________________
 MM0013  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 MM0013  DYNAMIC HT  -         799.254 (meters)    2622.22  (feet)  COMP
 MM0013  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 MM0013
 MM0013  VERT ORDER  -  SECOND    CLASS 0
 MM0013
 MM0013.The horizontal coordinates were scaled from a topographic map and have
 MM0013.an estimated accuracy of +/- 6 seconds.
 MM0013
 MM0013.The orthometric height was determined by differential leveling
 MM0013.and adjusted by the National Geodetic Survey in June 1991..
 MM0013
 MM0013.The geoid height was determined by GEOID03.
 MM0013
 MM0013.The dynamic height is computed by dividing the NAVD 88
 MM0013.geopotential number by the normal gravity value computed on the
 MM0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0013.degrees latitude (g = 980.6199 gals.).
 MM0013
 MM0013.The modeled gravity was interpolated from observed gravity values.
 MM0013
 MM0013;                    North         East    Units  Estimated Accuracy
 MM0013;SPC NE       -   221,840.      490,130.      MT  (+/- 180 meters Scaled)
 MM0013
 MM0013                          SUPERSEDED SURVEY CONTROL
 MM0013
 MM0013  NGVD 29 (??/??/92)  799.374  (m)         2622.61   (f) ADJ UNCH    2 0
 MM0013
 MM0013.Superseded values are not recommended for survey control.
 MM0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0013.See file dsdata.txt to determine how the superseded data were derived.
 MM0013
 MM0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM070316(NAD 83)
 MM0013_MARKER: DB = BENCH MARK DISK
 MM0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0013_STAMPING: F 64 1934
 MM0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0013+STABILITY: SURFACE MOTION
 MM0013
 MM0013  HISTORY     - Date     Condition        Report By
 MM0013  HISTORY     - 1934     MONUMENTED       CGS
 MM0013  HISTORY     - 19850808 MARK NOT FOUND   USPSQD
 MM0013
 MM0013                          STATION DESCRIPTION
 MM0013
 MM0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0013'0.5 MI NW FROM DUNNING.
 MM0013'0.5 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0013'RAILROAD FROM THE STATION AT DUNNING, BLAINE COUNTY, OPPOSITE
 MM0013'MILEPOST 216, AT THE TOP OF A RIDGE, AND 45.5 FEET SOUTH OF
 MM0013'THE SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED F
 MM0013'64 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0013
 MM0013                          STATION RECOVERY (1985)
 MM0013
 MM0013'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0178 ***********************************************************************
 MM0178  DESIGNATION -  F 65
 MM0178  PID         -  MM0178
 MM0178  STATE/COUNTY-  NE/LOGAN
 MM0178  USGS QUAD   -  CODY LAKE (1986)
 MM0178
 MM0178                         *CURRENT SURVEY CONTROL
 MM0178  ___________________________________________________________________
 MM0178* NAD 83(1986)-  41 31 33.     (N)    100 31 57.     (W)     SCALED    
 MM0178* NAVD 88     -       902.722  (meters)    2961.68   (feet)  ADJUSTED  
 MM0178  ___________________________________________________________________
 MM0178  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 MM0178  DYNAMIC HT  -         902.222 (meters)    2960.04  (feet)  COMP
 MM0178  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 MM0178
 MM0178  VERT ORDER  -  SECOND    CLASS 0
 MM0178
 MM0178.The horizontal coordinates were scaled from a topographic map and have
 MM0178.an estimated accuracy of +/- 6 seconds.
 MM0178
 MM0178.The orthometric height was determined by differential leveling
 MM0178.and adjusted by the National Geodetic Survey in June 1991..
 MM0178
 MM0178.The geoid height was determined by GEOID03.
 MM0178
 MM0178.The dynamic height is computed by dividing the NAVD 88
 MM0178.geopotential number by the normal gravity value computed on the
 MM0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0178.degrees latitude (g = 980.6199 gals.).
 MM0178
 MM0178.The modeled gravity was interpolated from observed gravity values.
 MM0178
 MM0178;                    North         East    Units  Estimated Accuracy
 MM0178;SPC NE       -   188,050.      455,570.      MT  (+/- 180 meters Scaled)
 MM0178
 MM0178                          SUPERSEDED SURVEY CONTROL
 MM0178
 MM0178  NGVD 29 (??/??/92)  902.413  (m)         2960.67   (f) ADJ UNCH    2 0
 MM0178
 MM0178.Superseded values are not recommended for survey control.
 MM0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0178.See file dsdata.txt to determine how the superseded data were derived.
 MM0178
 MM0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL721982(NAD 83)
 MM0178_MARKER: DB = BENCH MARK DISK
 MM0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0178_STAMPING: F 65 1934
 MM0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0178+STABILITY: SURFACE MOTION
 MM0178
 MM0178  HISTORY     - Date     Condition        Report By
 MM0178  HISTORY     - 1934     MONUMENTED       CGS
 MM0178
 MM0178                          STATION DESCRIPTION
 MM0178
 MM0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0178'3.9 MI N FROM STAPLETON.
 MM0178'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0178'PACIFIC RAILROAD STATION AT STAPLETON, LOGAN COUNTY, ABOUT 21.2
 MM0178'MILES SOUTH OF THE BRIDGE OVER DISMAL RIVER, AT THE EAST END
 MM0178'OF A SMALL VALLEY, AT THE TOP OF A KNOLL, AND 46.4 FEET SOUTH
 MM0178'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MM0178'F 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0459 ***********************************************************************
 NN0459  DESIGNATION -  F 67
 NN0459  PID         -  NN0459
 NN0459  STATE/COUNTY-  NE/BLAINE
 NN0459  USGS QUAD   -  GOLDMAN LAKE SE (1982)
 NN0459
 NN0459                         *CURRENT SURVEY CONTROL
 NN0459  ___________________________________________________________________
 NN0459* NAD 83(1986)-  42 03 26.     (N)    099 51 37.     (W)     SCALED    
 NN0459* NAVD 88     -       779.947  (meters)    2558.88   (feet)  ADJUSTED  
 NN0459  ___________________________________________________________________
 NN0459  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 NN0459  DYNAMIC HT  -         779.576 (meters)    2557.66  (feet)  COMP
 NN0459  MODELED GRAV-     980,119.7   (mgal)                       NAVD 88
 NN0459
 NN0459  VERT ORDER  -  SECOND    CLASS 0
 NN0459
 NN0459.The horizontal coordinates were scaled from a topographic map and have
 NN0459.an estimated accuracy of +/- 6 seconds.
 NN0459
 NN0459.The orthometric height was determined by differential leveling
 NN0459.and adjusted by the National Geodetic Survey in June 1991..
 NN0459
 NN0459.The geoid height was determined by GEOID03.
 NN0459
 NN0459.The dynamic height is computed by dividing the NAVD 88
 NN0459.geopotential number by the normal gravity value computed on the
 NN0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0459.degrees latitude (g = 980.6199 gals.).
 NN0459
 NN0459.The modeled gravity was interpolated from observed gravity values.
 NN0459
 NN0459;                    North         East    Units  Estimated Accuracy
 NN0459;SPC NE       -   246,920.      511,560.      MT  (+/- 180 meters Scaled)
 NN0459
 NN0459                          SUPERSEDED SURVEY CONTROL
 NN0459
 NN0459  NGVD 29 (??/??/92)  779.654  (m)         2557.91   (f) ADJ UNCH    2 0
 NN0459
 NN0459.Superseded values are not recommended for survey control.
 NN0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0459.See file dsdata.txt to determine how the superseded data were derived.
 NN0459
 NN0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM288564(NAD 83)
 NN0459_MARKER: DB = BENCH MARK DISK
 NN0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0459_STAMPING: F 67 1935
 NN0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0459+STABILITY: SURFACE MOTION
 NN0459
 NN0459  HISTORY     - Date     Condition        Report By
 NN0459  HISTORY     - 1935     MONUMENTED       CGS
 NN0459  HISTORY     - 1975     POOR             USGS
 NN0459
 NN0459                          STATION DESCRIPTION
 NN0459
 NN0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0459'9.6 MI N FROM BREWSTER.
 NN0459'ABOUT 9.6 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0459'COURTHOUSE AT BREWSTER, BLAINE COUNTY, NORTH OF A GRADED ROAD,
 NN0459'47.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4.2 FEET EAST
 NN0459'OF THE RIGHT-OF-WAY FENCE, AND 1.3 FEET NORTH OF THE FENCE.  A
 NN0459'STANDARD DISK, STAMPED F 67 1935 AND SET IN THE TOP OF A CONCRETE
 NN0459'POST.
 NN0459
 NN0459                          STATION RECOVERY (1975)
 NN0459
 NN0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0459'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0093 ***********************************************************************
 MM0093  DESIGNATION -  F 7
 MM0093  PID         -  MM0093
 MM0093  STATE/COUNTY-  NE/LINCOLN
 MM0093  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0093
 MM0093                         *CURRENT SURVEY CONTROL
 MM0093  ___________________________________________________________________
 MM0093* NAD 83(1986)-  41 07 47.     (N)    100 40 35.     (W)     SCALED    
 MM0093* NAVD 88     -       843.902  (meters)    2768.70   (feet)  ADJUSTED  
 MM0093  ___________________________________________________________________
 MM0093  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 MM0093  DYNAMIC HT  -         843.407 (meters)    2767.08  (feet)  COMP
 MM0093  MODELED GRAV-     980,009.4   (mgal)                       NAVD 88
 MM0093
 MM0093  VERT ORDER  -  FIRST     CLASS II
 MM0093
 MM0093.The horizontal coordinates were scaled from a topographic map and have
 MM0093.an estimated accuracy of +/- 6 seconds.
 MM0093
 MM0093.The orthometric height was determined by differential leveling
 MM0093.and adjusted by the National Geodetic Survey in June 1991..
 MM0093
 MM0093.The geoid height was determined by GEOID03.
 MM0093
 MM0093.The dynamic height is computed by dividing the NAVD 88
 MM0093.geopotential number by the normal gravity value computed on the
 MM0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0093.degrees latitude (g = 980.6199 gals.).
 MM0093
 MM0093.The modeled gravity was interpolated from observed gravity values.
 MM0093
 MM0093;                    North         East    Units  Estimated Accuracy
 MM0093;SPC NE       -   144,160.      443,220.      MT  (+/- 180 meters Scaled)
 MM0093
 MM0093                          SUPERSEDED SURVEY CONTROL
 MM0093
 MM0093  NGVD 29 (02/14/92)  843.552  (m)         2767.55   (f) ADJUSTED    1 2
 MM0093
 MM0093.Superseded values are not recommended for survey control.
 MM0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0093.See file dsdata.txt to determine how the superseded data were derived.
 MM0093
 MM0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL592545(NAD 83)
 MM0093_MARKER: DB = BENCH MARK DISK
 MM0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0093_SP_SET: CONCRETE POST
 MM0093_STAMPING: F 7 1933 2767.553
 MM0093_MARK LOGO: CGS   
 MM0093_PROJECTION: FLUSH
 MM0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0093+STABILITY: SURFACE MOTION
 MM0093
 MM0093  HISTORY     - Date     Condition        Report By
 MM0093  HISTORY     - 1933     MONUMENTED       CGS
 MM0093  HISTORY     - 1963     GOOD             NGS
 MM0093  HISTORY     - 1981     MARK NOT FOUND   USGS
 MM0093  HISTORY     - 1986     GOOD             NGS
 MM0093
 MM0093                          STATION DESCRIPTION
 MM0093
 MM0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0093'4.6 MI SE FROM NORTH PLATTE.
 MM0093'ABOUT 4.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0093'NORTH PLATTE, LINCOLN COUNTY, ABOUT 18 POLES NORTHWEST OF
 MM0093'MILEPOST 279, AT A COUNTY-ROAD CROSSING, 45 FEET EAST OF THE
 MM0093'CENTER LINE OF THE ROAD, 97.2 FEET NORTH OF NORTH RAIL OF THE
 MM0093'NORTH MAIN TRACK, 4.7 FEET EAST OF THE EAST FENCE OF THE ROAD,
 MM0093'AND 1.4 FEET SOUTH OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE.
 MM0093'A STANDARD DISK, STAMPED 2767.553 F 7 1933 AND SET IN THE TOP
 MM0093'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MM0093
 MM0093                          STATION RECOVERY (1963)
 MM0093
 MM0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MM0093'RECOVERED IN GOOD CONDITION.
 MM0093
 MM0093                          STATION RECOVERY (1981)
 MM0093
 MM0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MM0093'MARK NOT FOUND.
 MM0093
 MM0093                          STATION RECOVERY (1986)
 MM0093
 MM0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0093'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.5 KM (4.7
 MM0093'MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 83
 MM0093'AT NORTH PLATTE, IN THE NORTHEAST CORNER OF THE Y JUNCTION OF A DIRT
 MM0093'ROAD LEADING NORTH, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST 183,
 MM0093'71.6 METERS (235 FT) NORTHEAST ACROSS THE UNION PACIFIC RAILROAD FROM
 MM0093'THE HIGHWAY CENTERLINE, 29.5 METERS (97 FT) NORTHEAST OF THE NORTHEAST
 MM0093'RAIL, 13.7 METERS (45 FT) EAST OF THE CENTER OF THE ROAD, 1.4 METERS
 MM0093'(4.5 FT) SOUTHEAST OF THE SOUTHEAST END OF A WIRE GATE AND 0.3 METER
 MM0093'(1 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 MM0093'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MM0093'THE MARK IS 1.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0529 ***********************************************************************
 ML0529  DESIGNATION -  F 71
 ML0529  PID         -  ML0529
 ML0529  STATE/COUNTY-  NE/GARFIELD
 ML0529  USGS QUAD   -  GABLES SW (1985)
 ML0529
 ML0529                         *CURRENT SURVEY CONTROL
 ML0529  ___________________________________________________________________
 ML0529* NAD 83(1986)-  41 47 02.     (N)    098 58 05.     (W)     SCALED    
 ML0529* NAVD 88     -       724.493  (meters)    2376.94   (feet)  ADJUSTED  
 ML0529  ___________________________________________________________________
 ML0529  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 ML0529  DYNAMIC HT  -         724.135 (meters)    2375.77  (feet)  COMP
 ML0529  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 ML0529
 ML0529  VERT ORDER  -  SECOND    CLASS 0
 ML0529
 ML0529.The horizontal coordinates were scaled from a topographic map and have
 ML0529.an estimated accuracy of +/- 6 seconds.
 ML0529
 ML0529.The orthometric height was determined by differential leveling
 ML0529.and adjusted by the National Geodetic Survey in June 1991..
 ML0529
 ML0529.The geoid height was determined by GEOID03.
 ML0529
 ML0529.The dynamic height is computed by dividing the NAVD 88
 ML0529.geopotential number by the normal gravity value computed on the
 ML0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0529.degrees latitude (g = 980.6199 gals.).
 ML0529
 ML0529.The modeled gravity was interpolated from observed gravity values.
 ML0529
 ML0529;                    North         East    Units  Estimated Accuracy
 ML0529;SPC NE       -   217,070.      585,760.      MT  (+/- 180 meters Scaled)
 ML0529
 ML0529                          SUPERSEDED SURVEY CONTROL
 ML0529
 ML0529  NGVD 29 (??/??/92)  724.224  (m)         2376.06   (f) ADJ UNCH    2 0
 ML0529
 ML0529.Superseded values are not recommended for survey control.
 ML0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0529.See file dsdata.txt to determine how the superseded data were derived.
 ML0529
 ML0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM026257(NAD 83)
 ML0529_MARKER: DB = BENCH MARK DISK
 ML0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0529+STABILITY: SURFACE MOTION
 ML0529
 ML0529  HISTORY     - Date     Condition        Report By
 ML0529  HISTORY     - UNK      MONUMENTED       CGS
 ML0529  HISTORY     - 1938     GOOD             NGS
 ML0529
 ML0529                          STATION DESCRIPTION
 ML0529
 ML0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0529'9.6 MI E FROM BURWELL.
 ML0529'9.6 MILES EAST OF THE COURTHOUSE AT BURWELL, ALONG STATE HIGHWAY
 ML0529'NO. 53 BETWEEN BURWELL AND BARTLETT, 0.1 OF A MILE EAST OF A
 ML0529'GROUP OF FARM BUILDINGS OWNED BY M. KEEFE, IN A VALLEY BETWEEN
 ML0529'TWO HILLS, 39.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 3.0
 ML0529'FEET NORTH OF THE RIGHT OF WAY FENCE, 3.0 FEET BELOW THE LEVEL
 ML0529'OF THE HIGHWAY.  A STANDARD DISK SET IN A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0871 ***********************************************************************
 ML0871  DESIGNATION -  F 72
 ML0871  PID         -  ML0871
 ML0871  STATE/COUNTY-  NE/LOUP
 ML0871  USGS QUAD   -  ALMERIA NW (1978)
 ML0871
 ML0871                         *CURRENT SURVEY CONTROL
 ML0871  ___________________________________________________________________
 ML0871* NAD 83(1986)-  41 54 53.     (N)    099 37 58.     (W)     SCALED    
 ML0871* NAVD 88     -       729.540  (meters)    2393.50   (feet)  ADJUSTED  
 ML0871  ___________________________________________________________________
 ML0871  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 ML0871  DYNAMIC HT  -         729.196 (meters)    2392.37  (feet)  COMP
 ML0871  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 ML0871
 ML0871  VERT ORDER  -  SECOND    CLASS 0
 ML0871
 ML0871.The horizontal coordinates were scaled from a topographic map and have
 ML0871.an estimated accuracy of +/- 6 seconds.
 ML0871
 ML0871.The orthometric height was determined by differential leveling
 ML0871.and adjusted by the National Geodetic Survey in June 1991..
 ML0871
 ML0871.The geoid height was determined by GEOID03.
 ML0871
 ML0871.The dynamic height is computed by dividing the NAVD 88
 ML0871.geopotential number by the normal gravity value computed on the
 ML0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0871.degrees latitude (g = 980.6199 gals.).
 ML0871
 ML0871.The modeled gravity was interpolated from observed gravity values.
 ML0871
 ML0871;                    North         East    Units  Estimated Accuracy
 ML0871;SPC NE       -   231,150.      530,460.      MT  (+/- 180 meters Scaled)
 ML0871
 ML0871                          SUPERSEDED SURVEY CONTROL
 ML0871
 ML0871  NGVD 29 (??/??/92)  729.277  (m)         2392.64   (f) ADJ UNCH    2 0
 ML0871
 ML0871.Superseded values are not recommended for survey control.
 ML0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0871.See file dsdata.txt to determine how the superseded data were derived.
 ML0871
 ML0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM475405(NAD 83)
 ML0871_MARKER: DB = BENCH MARK DISK
 ML0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0871_STAMPING: F-72 1935
 ML0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0871+STABILITY: SURFACE MOTION
 ML0871
 ML0871  HISTORY     - Date     Condition        Report By
 ML0871  HISTORY     - 1935     MONUMENTED       CGS
 ML0871  HISTORY     - 1952     MARK NOT FOUND   USGS
 ML0871
 ML0871                          STATION DESCRIPTION
 ML0871
 ML0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0871'14.1 MI E FROM BREWSTER.
 ML0871'14.1 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0871'HIGHWAY 53 BETWEEN TAYLOR AND BREWSTER, 175 FEET WEST OF POINT
 ML0871'WHERE HIGHWAY CURVES TO THE SOUTH, 153 FEET SOUTHEAST OF THE
 ML0871'SOUTHEAST CORNER OF SCHOOLHOUSE, AND 38 FEET NORTH OF THE CENTER
 ML0871'LINE OF THE HIGHWAY.
 ML0871
 ML0871                          STATION RECOVERY (1952)
 ML0871
 ML0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 ML0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0087 ***********************************************************************
 NO0087  DESIGNATION -  F 73
 NO0087  PID         -  NO0087
 NO0087  STATE/COUNTY-  NE/CHERRY
 NO0087  USGS QUAD   -  BIG LAKE (1985)
 NO0087
 NO0087                         *CURRENT SURVEY CONTROL
 NO0087  ___________________________________________________________________
 NO0087* NAD 83(1986)-  42 28 42.     (N)    100 36 46.     (W)     SCALED    
 NO0087* NAVD 88     -       900.452  (meters)    2954.23   (feet)  ADJUSTED  
 NO0087  ___________________________________________________________________
 NO0087  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 NO0087  DYNAMIC HT  -         900.026 (meters)    2952.84  (feet)  COMP
 NO0087  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 NO0087
 NO0087  VERT ORDER  -  SECOND    CLASS 0
 NO0087
 NO0087.The horizontal coordinates were scaled from a topographic map and have
 NO0087.an estimated accuracy of +/- 6 seconds.
 NO0087
 NO0087.The orthometric height was determined by differential leveling
 NO0087.and adjusted by the National Geodetic Survey in June 1991..
 NO0087
 NO0087.The geoid height was determined by GEOID03.
 NO0087
 NO0087.The dynamic height is computed by dividing the NAVD 88
 NO0087.geopotential number by the normal gravity value computed on the
 NO0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0087.degrees latitude (g = 980.6199 gals.).
 NO0087
 NO0087.The modeled gravity was interpolated from observed gravity values.
 NO0087
 NO0087;                    North         East    Units  Estimated Accuracy
 NO0087;SPC NE       -   293,860.      449,620.      MT  (+/- 180 meters Scaled)
 NO0087
 NO0087                          SUPERSEDED SURVEY CONTROL
 NO0087
 NO0087  NGVD 29 (??/??/92)  900.136  (m)         2953.20   (f) ADJ UNCH    2 0
 NO0087
 NO0087.Superseded values are not recommended for survey control.
 NO0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0087.See file dsdata.txt to determine how the superseded data were derived.
 NO0087
 NO0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN674041(NAD 83)
 NO0087_MARKER: DB = BENCH MARK DISK
 NO0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0087_STAMPING: F 73 1934
 NO0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0087+STABILITY: SURFACE MOTION
 NO0087
 NO0087  HISTORY     - Date     Condition        Report By
 NO0087  HISTORY     - 1934     MONUMENTED       CGS
 NO0087  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0087
 NO0087                          STATION DESCRIPTION
 NO0087
 NO0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0087'17.9 MI N FROM BROWNLEE.
 NO0087'ABOUT 17.9 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST
 NO0087'OFFICE AT BROWNLEE, CHERRY COUNTY, AT THE SOUTHEAST CORNER OF A
 NO0087'SMALL YARD OF A WINDMILL AND BUILDING, 27 FEET EAST OF THE WINDMILL,
 NO0087'5.3 FEET NORTHEAST OF A FENCE CORNER, AND 2 FEET EAST OF THE
 NO0087'FENCE.  A STANDARD DISK, STAMPED F 73 1934 AND SET IN THE TOP
 NO0087'OF A CONCRETE POST.
 NO0087
 NO0087                          STATION RECOVERY (1984)
 NO0087
 NO0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0018 ***********************************************************************
 MN0018  DESIGNATION -  F 74
 MN0018  PID         -  MN0018
 MN0018  STATE/COUNTY-  NE/GARDEN
 MN0018  USGS QUAD   -  HESSEY LAKE (1986)
 MN0018
 MN0018                         *CURRENT SURVEY CONTROL
 MN0018  ___________________________________________________________________
 MN0018* NAD 83(1986)-  41 51 36.     (N)    102 20 09.     (W)     SCALED    
 MN0018* NAVD 88     -      1181.103  (meters)    3875.00   (feet)  ADJUSTED  
 MN0018  ___________________________________________________________________
 MN0018  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 MN0018  DYNAMIC HT  -        1180.401 (meters)    3872.70  (feet)  COMP
 MN0018  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 MN0018
 MN0018  VERT ORDER  -  SECOND    CLASS 0
 MN0018
 MN0018.The horizontal coordinates were scaled from a topographic map and have
 MN0018.an estimated accuracy of +/- 6 seconds.
 MN0018
 MN0018.The orthometric height was determined by differential leveling
 MN0018.and adjusted by the National Geodetic Survey in June 1991..
 MN0018
 MN0018.The geoid height was determined by GEOID03.
 MN0018
 MN0018.The dynamic height is computed by dividing the NAVD 88
 MN0018.geopotential number by the normal gravity value computed on the
 MN0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0018.degrees latitude (g = 980.6199 gals.).
 MN0018
 MN0018.The modeled gravity was interpolated from observed gravity values.
 MN0018
 MN0018;                    North         East    Units  Estimated Accuracy
 MN0018;SPC NE       -   227,630.      306,140.      MT  (+/- 180 meters Scaled)
 MN0018
 MN0018                          SUPERSEDED SURVEY CONTROL
 MN0018
 MN0018  NGVD 29 (??/??/92) 1180.556  (m)         3873.21   (f) ADJ UNCH    2 0
 MN0018
 MN0018.Superseded values are not recommended for survey control.
 MN0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0018.See file dsdata.txt to determine how the superseded data were derived.
 MN0018
 MN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG211376(NAD 83)
 MN0018_MARKER: DB = BENCH MARK DISK
 MN0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0018_STAMPING: F 74 1934
 MN0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0018+STABILITY: SURFACE MOTION
 MN0018
 MN0018  HISTORY     - Date     Condition        Report By
 MN0018  HISTORY     - 1934     MONUMENTED       CGS
 MN0018  HISTORY     - 1938     GOOD             NGS
 MN0018
 MN0018                          STATION DESCRIPTION
 MN0018
 MN0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0018'17 MI S FROM ELLSWORTH.
 MN0018'IN GARDEN COUNTY, 17.0 MILES SOUTH ALONG STATE HIGHWAY 27 AND
 MN0018'THE MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0018'STATION AT ELLSWORTH, SHERIDAN COUNTY, 0.4 MILE NORTH OF THE
 MN0018'H.E. YOUNG RANCH HOUSE, AT THE EAST SIDE OF A DRY LAKE BED, 13
 MN0018'FEET EAST OF THE CENTER OF AN AUTO GATE, 24 FEET WEST OF A
 MN0018'FENCE CORNER, 1-1/2 FEET NORTH OF THE EAST-AND-WEST FENCE, AND
 MN0018'NEAR A POLE.  A STANDARD DISK, STAMPED F 74 1934 AND SET IN THE
 MN0018'TOP OF A CONCRETE POST.
 MN0018
 MN0018                          STATION RECOVERY (1938)
 MN0018
 MN0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MN0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0088 ***********************************************************************
 NP0088  DESIGNATION -  F 75
 NP0088  PID         -  NP0088
 NP0088  STATE/COUNTY-  NE/SHERIDAN
 NP0088  USGS QUAD   -  DOLLY WARDEN LAKE (1989)
 NP0088
 NP0088                         *CURRENT SURVEY CONTROL
 NP0088  ___________________________________________________________________
 NP0088* NAD 83(1986)-  42 23 48.     (N)    102 08 03.     (W)     SCALED    
 NP0088* NAVD 88     -      1175.023  (meters)    3855.05   (feet)  ADJUSTED  
 NP0088  ___________________________________________________________________
 NP0088  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 NP0088  DYNAMIC HT  -        1174.404 (meters)    3853.02  (feet)  COMP
 NP0088  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 NP0088
 NP0088  VERT ORDER  -  SECOND    CLASS 0
 NP0088
 NP0088.The horizontal coordinates were scaled from a topographic map and have
 NP0088.an estimated accuracy of +/- 6 seconds.
 NP0088
 NP0088.The orthometric height was determined by differential leveling
 NP0088.and adjusted by the National Geodetic Survey in June 1991..
 NP0088
 NP0088.The geoid height was determined by GEOID03.
 NP0088
 NP0088.The dynamic height is computed by dividing the NAVD 88
 NP0088.geopotential number by the normal gravity value computed on the
 NP0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0088.degrees latitude (g = 980.6199 gals.).
 NP0088
 NP0088.The modeled gravity was interpolated from observed gravity values.
 NP0088
 NP0088;                    North         East    Units  Estimated Accuracy
 NP0088;SPC NE       -   286,780.      324,340.      MT  (+/- 180 meters Scaled)
 NP0088
 NP0088                          SUPERSEDED SURVEY CONTROL
 NP0088
 NP0088  NGVD 29 (??/??/92) 1174.501  (m)         3853.34   (f) ADJ UNCH    2 0
 NP0088
 NP0088.Superseded values are not recommended for survey control.
 NP0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0088.See file dsdata.txt to determine how the superseded data were derived.
 NP0088
 NP0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG358977(NAD 83)
 NP0088_MARKER: DB = BENCH MARK DISK
 NP0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0088_STAMPING: F 75 1934
 NP0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0088+STABILITY: SURFACE MOTION
 NP0088
 NP0088  HISTORY     - Date     Condition        Report By
 NP0088  HISTORY     - 1934     MONUMENTED       CGS
 NP0088
 NP0088                          STATION DESCRIPTION
 NP0088
 NP0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0088'31 MI N FROM ELLSWORTH.
 NP0088'31.0 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0088'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0088'COUNTY, 5.8 MILES SOUTH OF THE SPRING LAKE RANCH, ON THE NORTH
 NP0088'SHORE OF A LAKE, 32-1/2 FEET WEST OF THE CENTER OF AN AUTO GATE,
 NP0088'3 FEET NORTHEAST OF A FENCE, AND 2-1/2 FEET SOUTH OF ANOTHER
 NP0088'FENCE.  A STANDARD DISK, STAMPED F 75 1934 AND SET IN THE TOP
 NP0088'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0580 ***********************************************************************
 MK0580  DESIGNATION -  F 77
 MK0580  PID         -  MK0580
 MK0580  STATE/COUNTY-  NE/DODGE
 MK0580  USGS QUAD   -  FREMONT EAST (1983)
 MK0580
 MK0580                         *CURRENT SURVEY CONTROL
 MK0580  ___________________________________________________________________
 MK0580* NAD 83(1986)-  41 25 45.     (N)    096 29 44.     (W)     SCALED    
 MK0580* NAVD 88     -       366.187  (meters)    1201.40   (feet)  ADJUSTED  
 MK0580  ___________________________________________________________________
 MK0580  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 MK0580  DYNAMIC HT  -         366.020 (meters)    1200.85  (feet)  COMP
 MK0580  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 MK0580
 MK0580  VERT ORDER  -  SECOND    CLASS 0
 MK0580
 MK0580.The horizontal coordinates were scaled from a topographic map and have
 MK0580.an estimated accuracy of +/- 6 seconds.
 MK0580
 MK0580.The orthometric height was determined by differential leveling
 MK0580.and adjusted by the National Geodetic Survey in June 1991..
 MK0580
 MK0580.The geoid height was determined by GEOID03.
 MK0580
 MK0580.The dynamic height is computed by dividing the NAVD 88
 MK0580.geopotential number by the normal gravity value computed on the
 MK0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0580.degrees latitude (g = 980.6199 gals.).
 MK0580
 MK0580.The modeled gravity was interpolated from observed gravity values.
 MK0580
 MK0580;                    North         East    Units  Estimated Accuracy
 MK0580;SPC NE       -   183,110.      792,750.      MT  (+/- 180 meters Scaled)
 MK0580
 MK0580                          SUPERSEDED SURVEY CONTROL
 MK0580
 MK0580  NGVD 29 (??/??/92)  366.039  (m)         1200.91   (f) ADJ UNCH    2 0
 MK0580
 MK0580.Superseded values are not recommended for survey control.
 MK0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0580.See file dsdata.txt to determine how the superseded data were derived.
 MK0580
 MK0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL092894(NAD 83)
 MK0580_MARKER: DB = BENCH MARK DISK
 MK0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0580_SP_SET: LIMESTONE TRIMMING
 MK0580_STAMPING: F 77 1934
 MK0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0580
 MK0580  HISTORY     - Date     Condition        Report By
 MK0580  HISTORY     - 1934     MONUMENTED       CGS
 MK0580  HISTORY     - 1950     GOOD             NGS
 MK0580
 MK0580                          STATION DESCRIPTION
 MK0580
 MK0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0580'AT FREMONT.
 MK0580'AT FREMONT, DODGE COUNTY, ON THE UNION PACIFIC RAILROAD, IN THE
 MK0580'SOUTH WALL OF THE STATION, 3.8 FEET WEST OF THE SOUTHEAST
 MK0580'CORNER, 14.4 FEET EAST OF THE CENTER OF A DOORWAY, IN THE
 MK0580'LIMESTONE TRIMMING, 44.2 FEET NORTH OF THE NORTH RAIL OF THE
 MK0580'MAIN TRACK, AND 4 FEET ABOVE THE GROUND.  A STANDARD DISK,
 MK0580'STAMPED F 77 1934 AND SET VERTICALLY.
 MK0580
 MK0580                          STATION RECOVERY (1950)
 MK0580
 MK0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0698 ***********************************************************************
 MJ0698  DESIGNATION -  F 78
 MJ0698  PID         -  MJ0698
 MJ0698  STATE/COUNTY-  NE/SARPY
 MJ0698  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0698
 MJ0698                         *CURRENT SURVEY CONTROL
 MJ0698  ___________________________________________________________________
 MJ0698* NAD 83(1986)-  41 08 43.     (N)    095 58 26.     (W)     SCALED    
 MJ0698* NAVD 88     -       299.730  (meters)     983.36   (feet)  ADJUSTED  
 MJ0698  ___________________________________________________________________
 MJ0698  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 MJ0698  DYNAMIC HT  -         299.608 (meters)     982.96  (feet)  COMP
 MJ0698  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 MJ0698
 MJ0698  VERT ORDER  -  SECOND    CLASS 0
 MJ0698
 MJ0698.The horizontal coordinates were scaled from a topographic map and have
 MJ0698.an estimated accuracy of +/- 6 seconds.
 MJ0698
 MJ0698.The orthometric height was determined by differential leveling
 MJ0698.and adjusted by the National Geodetic Survey in June 1991..
 MJ0698
 MJ0698.The geoid height was determined by GEOID03.
 MJ0698
 MJ0698.The dynamic height is computed by dividing the NAVD 88
 MJ0698.geopotential number by the normal gravity value computed on the
 MJ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0698.degrees latitude (g = 980.6199 gals.).
 MJ0698
 MJ0698.The modeled gravity was interpolated from observed gravity values.
 MJ0698
 MJ0698;                    North         East    Units  Estimated Accuracy
 MJ0698;SPC NE       -   153,530.      837,760.      MT  (+/- 180 meters Scaled)
 MJ0698
 MJ0698                          SUPERSEDED SURVEY CONTROL
 MJ0698
 MJ0698  NGVD 29 (??/??/92)  299.627  (m)          983.03   (f) ADJ UNCH    2 0
 MJ0698
 MJ0698.Superseded values are not recommended for survey control.
 MJ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0698.See file dsdata.txt to determine how the superseded data were derived.
 MJ0698
 MJ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF504591(NAD 83)
 MJ0698_MARKER: DB = BENCH MARK DISK
 MJ0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0698_STAMPING: F 78 1934
 MJ0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0698+STABILITY: SURFACE MOTION
 MJ0698
 MJ0698  HISTORY     - Date     Condition        Report By
 MJ0698  HISTORY     - 1934     MONUMENTED       CGS
 MJ0698  HISTORY     - 1955     MARK NOT FOUND   NGS
 MJ0698
 MJ0698                          STATION DESCRIPTION
 MJ0698
 MJ0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MJ0698'1.2 MI W FROM GILMORE.
 MJ0698'1.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MJ0698'AT GILMORE, SARPY COUNTY, 0.3 MILE WEST OF A ROAD CROSSING, 250
 MJ0698'FEET EAST OF MILEPOST 13, 40.6 FEET SOUTH OF THE SOUTH RAIL OF
 MJ0698'THE TRACK, AND 3.7 FEET NORTH OF A FENCE.  A STANDARD DISK,
 MJ0698'STAMPED F 78 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0214 ***********************************************************************
 MM0214  DESIGNATION -  F 8
 MM0214  PID         -  MM0214
 MM0214  STATE/COUNTY-  NE/KEITH
 MM0214  USGS QUAD   -  KEYSTONE (1971)
 MM0214
 MM0214                         *CURRENT SURVEY CONTROL
 MM0214  ___________________________________________________________________
 MM0214* NAD 83(1986)-  41 07 43.     (N)    101 33 41.     (W)     SCALED    
 MM0214* NAVD 88     -       960.471  (meters)    3151.15   (feet)  ADJUSTED  
 MM0214  ___________________________________________________________________
 MM0214  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 MM0214  DYNAMIC HT  -         959.883 (meters)    3149.22  (feet)  COMP
 MM0214  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 MM0214
 MM0214  VERT ORDER  -  FIRST     CLASS II
 MM0214
 MM0214.The horizontal coordinates were scaled from a topographic map and have
 MM0214.an estimated accuracy of +/- 6 seconds.
 MM0214
 MM0214.The orthometric height was determined by differential leveling
 MM0214.and adjusted by the National Geodetic Survey in June 1991..
 MM0214
 MM0214.The geoid height was determined by GEOID03.
 MM0214
 MM0214.The dynamic height is computed by dividing the NAVD 88
 MM0214.geopotential number by the normal gravity value computed on the
 MM0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0214.degrees latitude (g = 980.6199 gals.).
 MM0214
 MM0214.The modeled gravity was interpolated from observed gravity values.
 MM0214
 MM0214;                    North         East    Units  Estimated Accuracy
 MM0214;SPC NE       -   144,990.      368,940.      MT  (+/- 180 meters Scaled)
 MM0214
 MM0214                          SUPERSEDED SURVEY CONTROL
 MM0214
 MM0214  NGVD 29 (02/14/92)  960.053  (m)         3149.77   (f) ADJUSTED    1 2
 MM0214
 MM0214.Superseded values are not recommended for survey control.
 MM0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0214.See file dsdata.txt to determine how the superseded data were derived.
 MM0214
 MM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL849561(NAD 83)
 MM0214_MARKER: DB = BENCH MARK DISK
 MM0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0214_SP_SET: CONCRETE POST
 MM0214_STAMPING: F 8 1933 3149.774
 MM0214_MARK LOGO: CGS   
 MM0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0214+STABILITY: SURFACE MOTION
 MM0214
 MM0214  HISTORY     - Date     Condition        Report By
 MM0214  HISTORY     - 1933     MONUMENTED       CGS
 MM0214  HISTORY     - 1941     GOOD             NGS
 MM0214  HISTORY     - 1981     GOOD             NEDR
 MM0214  HISTORY     - 1986     GOOD             NGS
 MM0214  HISTORY     - 19980710 MARK NOT FOUND   USPSQD
 MM0214
 MM0214                          STATION DESCRIPTION
 MM0214
 MM0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0214'8.3 MI E FROM OGALLALA.
 MM0214'ABOUT 8.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0214'OGALLALA, KEITH COUNTY, ABOUT 23 POLES WEST OF MILEPOST 326,
 MM0214'AT A PRIVATE-ROAD CROSSING, 23 FEET EAST OF THE CENTER LINE OF
 MM0214'THE ROAD, ABOUT 259 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 MM0214'30, 80 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND
 MM0214'4.8 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0214'STAMPED 3149.774 F 8 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0214'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MM0214
 MM0214                          STATION RECOVERY (1941)
 MM0214
 MM0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MM0214'RECOVERED IN GOOD CONDITION.
 MM0214
 MM0214                          STATION RECOVERY (1981)
 MM0214
 MM0214'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1981
 MM0214'RECOVERED IN GOOD CONDITION.
 MM0214
 MM0214                          STATION RECOVERY (1986)
 MM0214
 MM0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0214'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.5 KM (8.35
 MM0214'MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 26 AND
 MM0214'STATE ROUTE 61 AT OGALLALA, 8.3 METERS (27 FT) EAST OF THE CENTER OF
 MM0214'AN IRON GATE, 18.9 METERS (62 FT) WEST OF A DOUBLE BRACED TELEGRAPH
 MM0214'POLE AND 0.3 METER (1 FT) SOUTH OF A METAL WITNESS POST.
 MM0214
 MM0214                          STATION RECOVERY (1998)
 MM0214
 MM0214'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0377 ***********************************************************************
 LG0377  DESIGNATION -  F 80 RESET
 LG0377  PID         -  LG0377
 LG0377  STATE/COUNTY-  NE/LANCASTER
 LG0377  USGS QUAD   -  LINCOLN (1980)
 LG0377
 LG0377                         *CURRENT SURVEY CONTROL
 LG0377  ___________________________________________________________________
 LG0377* NAD 83(1986)-  40 50 20.     (N)    096 40 36.     (W)     SCALED    
 LG0377* NAVD 88     -       350.99   (meters)    1151.5    (feet)  RESET     
 LG0377  ___________________________________________________________________
 LG0377  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 LG0377
 LG0377  VERT ORDER  -  THIRD
 LG0377
 LG0377.The horizontal coordinates were scaled from a topographic map and have
 LG0377.an estimated accuracy of +/- 6 seconds.
 LG0377
 LG0377.The orthometric height was computed from unverified reset data.
 LG0377
 LG0377.The geoid height was determined by GEOID03.
 LG0377
 LG0377;                    North         East    Units  Estimated Accuracy
 LG0377;SPC NE       -   117,030.      780,140.      MT  (+/- 180 meters Scaled)
 LG0377
 LG0377                          SUPERSEDED SURVEY CONTROL
 LG0377
 LG0377  NGVD 29 (??/??/??)  350.89   (m)         1151.2    (f) RESET       3  
 LG0377
 LG0377.Superseded values are not recommended for survey control.
 LG0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0377.See file dsdata.txt to determine how the superseded data were derived.
 LG0377
 LG0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL958234(NAD 83)
 LG0377_MARKER: DD = SURVEY DISK
 LG0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0377_SP_SET: BRIDGE PARAPET
 LG0377_STAMPING: F 80 RESET 1958
 LG0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0377
 LG0377  HISTORY     - Date     Condition        Report By
 LG0377  HISTORY     - 1958     MONUMENTED       CBQRR
 LG0377  HISTORY     - 1990     GOOD             USPSQD
 LG0377  HISTORY     - 20010815 GOOD             USPSQD
 LG0377  HISTORY     - 20040803 GOOD             USPSQD
 LG0377
 LG0377                          STATION DESCRIPTION
 LG0377
 LG0377'DESCRIBED BY BURLINGTON RAILROAD 1958
 LG0377'2.1 MI SW FROM HAVELOCK.
 LG0377'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0377'RAILROAD FROM THE STATION AT HAVELOCK, 528 FEET NORTHEAST OF
 LG0377'MILEPOST 57, MIDWAY BETWEEN THIRTY-FIRST AND THIRTY-SECOND STREETS,
 LG0377'AT BRIDGE 56.91, IN THE TOP OF THE NORTH END OF THE EAST PARAPET,
 LG0377'10 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT THE SAME
 LG0377'ELEVATION AS THE TOP OF THE RAIL.
 LG0377
 LG0377                          STATION RECOVERY (1990)
 LG0377
 LG0377'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0377'RECOVERED IN GOOD CONDITION.
 LG0377
 LG0377                          STATION RECOVERY (2001)
 LG0377
 LG0377'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG0377'RECOVERED IN GOOD CONDITION.
 LG0377
 LG0377                          STATION RECOVERY (2004)
 LG0377
 LG0377'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0534 ***********************************************************************
 LG0534  DESIGNATION -  F 81
 LG0534  PID         -  LG0534
 LG0534  STATE/COUNTY-  NE/SEWARD
 LG0534  USGS QUAD   -  SEWARD (1964)
 LG0534
 LG0534                         *CURRENT SURVEY CONTROL
 LG0534  ___________________________________________________________________
 LG0534* NAD 83(1986)-  40 59 15.     (N)    097 04 05.     (W)     SCALED    
 LG0534* NAVD 88     -       461.032  (meters)    1512.57   (feet)  ADJUSTED  
 LG0534  ___________________________________________________________________
 LG0534  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 LG0534  DYNAMIC HT  -         460.795 (meters)    1511.79  (feet)  COMP
 LG0534  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 LG0534
 LG0534  VERT ORDER  -  SECOND    CLASS 0
 LG0534
 LG0534.The horizontal coordinates were scaled from a topographic map and have
 LG0534.an estimated accuracy of +/- 6 seconds.
 LG0534
 LG0534.The orthometric height was determined by differential leveling
 LG0534.and adjusted by the National Geodetic Survey in June 1991..
 LG0534
 LG0534.The geoid height was determined by GEOID03.
 LG0534
 LG0534.The dynamic height is computed by dividing the NAVD 88
 LG0534.geopotential number by the normal gravity value computed on the
 LG0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0534.degrees latitude (g = 980.6199 gals.).
 LG0534
 LG0534.The modeled gravity was interpolated from observed gravity values.
 LG0534
 LG0534;                    North         East    Units  Estimated Accuracy
 LG0534;SPC NE       -   132,330.      746,610.      MT  (+/- 180 meters Scaled)
 LG0534
 LG0534                          SUPERSEDED SURVEY CONTROL
 LG0534
 LG0534  NGVD 29 (??/??/92)  460.852  (m)         1511.98   (f) ADJ UNCH    2 0
 LG0534
 LG0534.Superseded values are not recommended for survey control.
 LG0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0534.See file dsdata.txt to determine how the superseded data were derived.
 LG0534
 LG0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL625391(NAD 83)
 LG0534_MARKER: DB = BENCH MARK DISK
 LG0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0534_STAMPING: F 81 1935
 LG0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0534+STABILITY: SURFACE MOTION
 LG0534
 LG0534  HISTORY     - Date     Condition        Report By
 LG0534  HISTORY     - 1935     MONUMENTED       CGS
 LG0534
 LG0534                          STATION DESCRIPTION
 LG0534
 LG0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0534'1.5 MI S FROM BEE.
 LG0534'1.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0534'THE STATION AT BEE, SEWARD COUNTY, 400 FEET SOUTH OF AN OVERPASS,
 LG0534'65.4 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 55.6 FEET
 LG0534'WEST OF THE WEST RAIL, AND 1.8 FEET EAST OF A FENCE.  A STANDARD
 LG0534'DISK, STAMPED F 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0383 ***********************************************************************
 LG0383  DESIGNATION -  F 82
 LG0383  PID         -  LG0383
 LG0383  STATE/COUNTY-  NE/LANCASTER
 LG0383  USGS QUAD   -  DAVEY (1972)
 LG0383
 LG0383                         *CURRENT SURVEY CONTROL
 LG0383  ___________________________________________________________________
 LG0383* NAD 83(1986)-  40 53 20.     (N)    096 40 22.     (W)     SCALED    
 LG0383* NAVD 88     -       352.215  (meters)    1155.56   (feet)  ADJUSTED  
 LG0383  ___________________________________________________________________
 LG0383  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 LG0383  DYNAMIC HT  -         352.061 (meters)    1155.05  (feet)  COMP
 LG0383  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 LG0383
 LG0383  VERT ORDER  -  SECOND    CLASS 0
 LG0383
 LG0383.The horizontal coordinates were scaled from a topographic map and have
 LG0383.an estimated accuracy of +/- 6 seconds.
 LG0383
 LG0383.The orthometric height was determined by differential leveling
 LG0383.and adjusted by the National Geodetic Survey in June 1991..
 LG0383
 LG0383.The geoid height was determined by GEOID03.
 LG0383
 LG0383.The dynamic height is computed by dividing the NAVD 88
 LG0383.geopotential number by the normal gravity value computed on the
 LG0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0383.degrees latitude (g = 980.6199 gals.).
 LG0383
 LG0383.The modeled gravity was interpolated from observed gravity values.
 LG0383
 LG0383;                    North         East    Units  Estimated Accuracy
 LG0383;SPC NE       -   122,590.      780,260.      MT  (+/- 180 meters Scaled)
 LG0383
 LG0383                          SUPERSEDED SURVEY CONTROL
 LG0383
 LG0383  NGVD 29 (??/??/92)  352.111  (m)         1155.22   (f) ADJ UNCH    2 0
 LG0383
 LG0383.Superseded values are not recommended for survey control.
 LG0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0383.See file dsdata.txt to determine how the superseded data were derived.
 LG0383
 LG0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL960290(NAD 83)
 LG0383_MARKER: DB = BENCH MARK DISK
 LG0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0383_STAMPING: F 82 1935
 LG0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0383+STABILITY: SURFACE MOTION
 LG0383
 LG0383  HISTORY     - Date     Condition        Report By
 LG0383  HISTORY     - 1935     MONUMENTED       CGS
 LG0383  HISTORY     - 1963     MARK NOT FOUND   NGS
 LG0383
 LG0383                          STATION DESCRIPTION
 LG0383
 LG0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0383'0.4 MI S FROM ARBOR.
 LG0383'0.4 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0383'THE STATION AT ARBOR, LANCASTER COUNTY, 0.3 MILE SOUTH OF A
 LG0383'GRAVEL-ROAD CROSSING, AT THE SOUTH END OF A BLUFF, 51 FEET WEST
 LG0383'OF THE WEST RAIL, 4 FEET EAST OF A FENCE, AND ABOUT 6 FEET HIGHER
 LG0383'THAN THE RAIL.  A STANDARD DISK, STAMPED F 82 1935 AND SET IN
 LG0383'THE TOP OF A CONCRETE POST FLUSH WTIH THE GROUND.
 LG0383
 LG0383                          STATION RECOVERY (1963)
 LG0383
 LG0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LG0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0493 ***********************************************************************
 LG0493  DESIGNATION -  F 83
 LG0493  PID         -  LG0493
 LG0493  STATE/COUNTY-  NE/SEWARD
 LG0493  USGS QUAD   -  GOEHNER (1964)
 LG0493
 LG0493                         *CURRENT SURVEY CONTROL
 LG0493  ___________________________________________________________________
 LG0493* NAD 83(1986)-  40 50 03.     (N)    097 13 17.     (W)     SCALED    
 LG0493* NAVD 88     -       471.715  (meters)    1547.62   (feet)  ADJUSTED  
 LG0493  ___________________________________________________________________
 LG0493  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0493  DYNAMIC HT  -         471.463 (meters)    1546.79  (feet)  COMP
 LG0493  MODELED GRAV-     980,075.4   (mgal)                       NAVD 88
 LG0493
 LG0493  VERT ORDER  -  SECOND    CLASS 0
 LG0493
 LG0493.The horizontal coordinates were scaled from a topographic map and have
 LG0493.an estimated accuracy of +/- 6 seconds.
 LG0493
 LG0493.The orthometric height was determined by differential leveling
 LG0493.and adjusted by the National Geodetic Survey in June 1991..
 LG0493.WARNING-Repeat measurements at this control monument indicate possible
 LG0493.vertical movement.
 LG0493
 LG0493.The geoid height was determined by GEOID03.
 LG0493
 LG0493.The dynamic height is computed by dividing the NAVD 88
 LG0493.geopotential number by the normal gravity value computed on the
 LG0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0493.degrees latitude (g = 980.6199 gals.).
 LG0493
 LG0493.The modeled gravity was interpolated from observed gravity values.
 LG0493
 LG0493;                    North         East    Units  Estimated Accuracy
 LG0493;SPC NE       -   114,890.      734,260.      MT  (+/- 180 meters Scaled)
 LG0493
 LG0493                          SUPERSEDED SURVEY CONTROL
 LG0493
 LG0493  NGVD 29 (??/??/92)  471.532  (m)         1547.02   (f) ADJ UNCH    2 0
 LG0493
 LG0493.Superseded values are not recommended for survey control.
 LG0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0493.See file dsdata.txt to determine how the superseded data were derived.
 LG0493
 LG0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL499218(NAD 83)
 LG0493_MARKER: DB = BENCH MARK DISK
 LG0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0493_STAMPING: F 83 1935
 LG0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0493+STABILITY: SURFACE MOTION
 LG0493
 LG0493  HISTORY     - Date     Condition        Report By
 LG0493  HISTORY     - 1935     MONUMENTED       CGS
 LG0493  HISTORY     - 1938     GOOD             NGS
 LG0493
 LG0493                          STATION DESCRIPTION
 LG0493
 LG0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0493'AT GOEHNER.
 LG0493'AT GOEHNER, SEWARD COUNTY, ON THE CHICAGO AND NORTH WESTERN
 LG0493'RAILWAY, 191.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LG0493'STATION, 58.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 LG0493'TRACK, AND 2.2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 LG0493'DISK, STAMPED F 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0493
 LG0493                          STATION RECOVERY (1938)
 LG0493
 LG0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 LG0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1620 ***********************************************************************
 MK1620  DESIGNATION -  F 84
 MK1620  PID         -  MK1620
 MK1620  STATE/COUNTY-  NE/BOONE
 MK1620  USGS QUAD   -  ALBION EAST (1985)
 MK1620
 MK1620                         *CURRENT SURVEY CONTROL
 MK1620  ___________________________________________________________________
 MK1620* NAD 83(1986)-  41 40 35.     (N)    097 58 41.     (W)     SCALED    
 MK1620* NAVD 88     -       528.067  (meters)    1732.50   (feet)  ADJUSTED  
 MK1620  ___________________________________________________________________
 MK1620  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 MK1620  DYNAMIC HT  -         527.839 (meters)    1731.75  (feet)  COMP
 MK1620  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 MK1620
 MK1620  VERT ORDER  -  SECOND    CLASS 0
 MK1620
 MK1620.The horizontal coordinates were scaled from a topographic map and have
 MK1620.an estimated accuracy of +/- 6 seconds.
 MK1620
 MK1620.The orthometric height was determined by differential leveling
 MK1620.and adjusted by the National Geodetic Survey in June 1991..
 MK1620
 MK1620.The geoid height was determined by GEOID03.
 MK1620
 MK1620.The dynamic height is computed by dividing the NAVD 88
 MK1620.geopotential number by the normal gravity value computed on the
 MK1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1620.degrees latitude (g = 980.6199 gals.).
 MK1620
 MK1620.The modeled gravity was interpolated from observed gravity values.
 MK1620
 MK1620;                    North         East    Units  Estimated Accuracy
 MK1620;SPC NE       -   206,590.      668,290.      MT  (+/- 180 meters Scaled)
 MK1620
 MK1620                          SUPERSEDED SURVEY CONTROL
 MK1620
 MK1620  NGVD 29 (??/??/92)  527.858  (m)         1731.81   (f) ADJ UNCH    2 0
 MK1620
 MK1620.Superseded values are not recommended for survey control.
 MK1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1620.See file dsdata.txt to determine how the superseded data were derived.
 MK1620
 MK1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM850143(NAD 83)
 MK1620_MARKER: DB = BENCH MARK DISK
 MK1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1620_STAMPING: F-84-1935
 MK1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1620+STABILITY: SURFACE MOTION
 MK1620
 MK1620  HISTORY     - Date     Condition        Report By
 MK1620  HISTORY     - 1935     MONUMENTED       CGS
 MK1620  HISTORY     - 1939     GOOD             NGS
 MK1620
 MK1620                          STATION DESCRIPTION
 MK1620
 MK1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1620'1.4 MI S FROM ALBION.
 MK1620'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN ALBION
 MK1620'AND HUMPHREY, AT CROSS ROAD, 49.4 FEET EAST OF THE EAST RAIL,
 MK1620'43.3 FEET EAST OF BRIDGE NO. D-182 2/5, 3.8 FEET SOUTH OF FENCE.
 MK1620
 MK1620                          STATION RECOVERY (1939)
 MK1620
 MK1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 MK1620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1651 ***********************************************************************
 MK1651  DESIGNATION -  F 85
 MK1651  PID         -  MK1651
 MK1651  STATE/COUNTY-  NE/BOONE
 MK1651  USGS QUAD   -  ST EDWARD (1985)
 MK1651
 MK1651                         *CURRENT SURVEY CONTROL
 MK1651  ___________________________________________________________________
 MK1651* NAD 83(1986)-  41 34 28.     (N)    097 52 02.     (W)     SCALED    
 MK1651* NAVD 88     -       506.556  (meters)    1661.93   (feet)  ADJUSTED  
 MK1651  ___________________________________________________________________
 MK1651  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 MK1651  DYNAMIC HT  -         506.339 (meters)    1661.21  (feet)  COMP
 MK1651  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 MK1651
 MK1651  VERT ORDER  -  SECOND    CLASS 0
 MK1651
 MK1651.The horizontal coordinates were scaled from a topographic map and have
 MK1651.an estimated accuracy of +/- 6 seconds.
 MK1651
 MK1651.The orthometric height was determined by differential leveling
 MK1651.and adjusted by the National Geodetic Survey in June 1991..
 MK1651.WARNING-Repeat measurements at this control monument indicate possible
 MK1651.vertical movement.
 MK1651
 MK1651.The geoid height was determined by GEOID03.
 MK1651
 MK1651.The dynamic height is computed by dividing the NAVD 88
 MK1651.geopotential number by the normal gravity value computed on the
 MK1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1651.degrees latitude (g = 980.6199 gals.).
 MK1651
 MK1651.The modeled gravity was interpolated from observed gravity values.
 MK1651
 MK1651;                    North         East    Units  Estimated Accuracy
 MK1651;SPC NE       -   195,500.      677,800.      MT  (+/- 180 meters Scaled)
 MK1651
 MK1651                          SUPERSEDED SURVEY CONTROL
 MK1651
 MK1651  NGVD 29 (??/??/92)  506.354  (m)         1661.26   (f) ADJ UNCH    2 0
 MK1651
 MK1651.Superseded values are not recommended for survey control.
 MK1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1651.See file dsdata.txt to determine how the superseded data were derived.
 MK1651
 MK1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM944031(NAD 83)
 MK1651_MARKER: DB = BENCH MARK DISK
 MK1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1651_STAMPING: F-85-1935
 MK1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1651+STABILITY: SURFACE MOTION
 MK1651
 MK1651  HISTORY     - Date     Condition        Report By
 MK1651  HISTORY     - 1935     MONUMENTED       CGS
 MK1651  HISTORY     - 1950     GOOD             NGS
 MK1651
 MK1651                          STATION DESCRIPTION
 MK1651
 MK1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1651'0.3 MI N FROM ST EDWARDS.
 MK1651'ALONG THE UNION PACIIC RAILWAY BETWEEN ALBION AND ST. EDWARDS,
 MK1651'0.3 MILE NORTH OF STATE HIGHWAY NO. 56, ABOUT 131 FEET SOUTHEAST
 MK1651'OF THE SOUTHEAST CORNER OF A WHITE HOUSE, 64.7 FEET NORTHWEST
 MK1651'OF A RAILROAD CROSSING, 38.4 FEET NORTH OF THE CENTER LINE OF ROAD,
 MK1651'25.2 FEET WEST OF THE WEST RAIL.
 MK1651
 MK1651                          STATION RECOVERY (1950)
 MK1651
 MK1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK1651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0247 ***********************************************************************
 ML0247  DESIGNATION -  F 86
 ML0247  PID         -  ML0247
 ML0247  STATE/COUNTY-  NE/BOONE
 ML0247  USGS QUAD   -  BELGRADE (1954)
 ML0247
 ML0247                         *CURRENT SURVEY CONTROL
 ML0247  ___________________________________________________________________
 ML0247* NAD 83(1986)-  41 29 49.     (N)    098 06 00.     (W)     SCALED    
 ML0247* NAVD 88     -       535.871  (meters)    1758.10   (feet)  ADJUSTED  
 ML0247  ___________________________________________________________________
 ML0247  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 ML0247  DYNAMIC HT  -         535.618 (meters)    1757.27  (feet)  COMP
 ML0247  MODELED GRAV-     980,134.5   (mgal)                       NAVD 88
 ML0247
 ML0247  VERT ORDER  -  SECOND    CLASS 0
 ML0247
 ML0247.The horizontal coordinates were scaled from a topographic map and have
 ML0247.an estimated accuracy of +/- 6 seconds.
 ML0247
 ML0247.The orthometric height was determined by differential leveling
 ML0247.and adjusted by the National Geodetic Survey in June 1991..
 ML0247
 ML0247.The geoid height was determined by GEOID03.
 ML0247
 ML0247.The dynamic height is computed by dividing the NAVD 88
 ML0247.geopotential number by the normal gravity value computed on the
 ML0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0247.degrees latitude (g = 980.6199 gals.).
 ML0247
 ML0247.The modeled gravity was interpolated from observed gravity values.
 ML0247
 ML0247;                    North         East    Units  Estimated Accuracy
 ML0247;SPC NE       -   186,450.      658,580.      MT  (+/- 180 meters Scaled)
 ML0247
 ML0247                          SUPERSEDED SURVEY CONTROL
 ML0247
 ML0247  NGVD 29 (??/??/92)  535.640  (m)         1757.35   (f) ADJ UNCH    2 0
 ML0247
 ML0247.Superseded values are not recommended for survey control.
 ML0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0247.See file dsdata.txt to determine how the superseded data were derived.
 ML0247
 ML0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL751943(NAD 83)
 ML0247_MARKER: DB = BENCH MARK DISK
 ML0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0247_STAMPING: F 86 1935
 ML0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0247+STABILITY: SURFACE MOTION
 ML0247
 ML0247  HISTORY     - Date     Condition        Report By
 ML0247  HISTORY     - 1935     MONUMENTED       CGS
 ML0247
 ML0247                          STATION DESCRIPTION
 ML0247
 ML0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0247'2.1 MI N FROM BELGRADE.
 ML0247'2.1 MILES NORTH OF BELGRADE.  ALONG THE UNION PACIFIC RAILWAY
 ML0247'BETWEEN CEDAR RAPIDS AND CENTRAL CITY, 0.3 MILES NORTH OF
 ML0247'FARM HOUSE, ABOUT 1000 FEET NORTH OF MILE POST NO. 25 116.7
 ML0247'FEET SOUTHWEST OF CULVERT NO. 25.25, 28.4 FEET WEST OF THE WEST
 ML0247'RAIL, 17.8 FEET EAST OF FENCE, 17.3 FEET SOUTHEAST OF THE CENTER
 ML0247'LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0106 ***********************************************************************
 LG0106  DESIGNATION -  F 88
 LG0106  PID         -  LG0106
 LG0106  STATE/COUNTY-  NE/CASS
 LG0106  USGS QUAD   -  AVOCA (1966)
 LG0106
 LG0106                         *CURRENT SURVEY CONTROL
 LG0106  ___________________________________________________________________
 LG0106* NAD 83(1986)-  40 50 21.     (N)    096 01 21.     (W)     SCALED    
 LG0106* NAVD 88     -       311.851  (meters)    1023.13   (feet)  ADJUSTED  
 LG0106  ___________________________________________________________________
 LG0106  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 LG0106  DYNAMIC HT  -         311.715 (meters)    1022.68  (feet)  COMP
 LG0106  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 LG0106
 LG0106  VERT ORDER  -  SECOND    CLASS 0
 LG0106
 LG0106.The horizontal coordinates were scaled from a topographic map and have
 LG0106.an estimated accuracy of +/- 6 seconds.
 LG0106
 LG0106.The orthometric height was determined by differential leveling
 LG0106.and adjusted by the National Geodetic Survey in June 1991..
 LG0106
 LG0106.The geoid height was determined by GEOID03.
 LG0106
 LG0106.The dynamic height is computed by dividing the NAVD 88
 LG0106.geopotential number by the normal gravity value computed on the
 LG0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0106.degrees latitude (g = 980.6199 gals.).
 LG0106
 LG0106.The modeled gravity was interpolated from observed gravity values.
 LG0106
 LG0106;                    North         East    Units  Estimated Accuracy
 LG0106;SPC NE       -   119,390.      835,250.      MT  (+/- 180 meters Scaled)
 LG0106
 LG0106                          SUPERSEDED SURVEY CONTROL
 LG0106
 LG0106  NGVD 29 (??/??/92)  311.759  (m)         1022.83   (f) ADJ UNCH    2 0
 LG0106
 LG0106.Superseded values are not recommended for survey control.
 LG0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0106.See file dsdata.txt to determine how the superseded data were derived.
 LG0106
 LG0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL510251(NAD 83)
 LG0106_MARKER: DB = BENCH MARK DISK
 LG0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0106_STAMPING: F 88 1935
 LG0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0106+STABILITY: SURFACE MOTION
 LG0106
 LG0106  HISTORY     - Date     Condition        Report By
 LG0106  HISTORY     - 1935     MONUMENTED       CGS
 LG0106  HISTORY     - 1947     GOOD             NGS
 LG0106  HISTORY     - 1950     GOOD             NGS
 LG0106
 LG0106                          STATION DESCRIPTION
 LG0106
 LG0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LG0106'1.8 MI W FROM NEHAWKA.
 LG0106'1.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0106'STATION AT NEHAWKA, 31.0 FEET NORTH OF AND 4.0 FEET HIGHER THAN
 LG0106'THE CENTER LINE OF THE RAILROAD, 19.0 FEET EAST OF THE CENTER
 LG0106'LINE OF A PRIVATE ROAD, 19.0 FEET SOUTH OF A FENCE, 10.0 FEET
 LG0106'NORTHWEST OF MILEPOST 453/15, 1.0 FOOT SOUTH OF A REFERENCE
 LG0106'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 LG0106'ABOVE THE GROUND.
 LG0106
 LG0106                          STATION RECOVERY (1950)
 LG0106
 LG0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LG0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0077 ***********************************************************************
 MN0077  DESIGNATION -  F 9
 MN0077  PID         -  MN0077
 MN0077  STATE/COUNTY-  NE/CHEYENNE
 MN0077  USGS QUAD   -  SIDNEY (1972)
 MN0077
 MN0077                         *CURRENT SURVEY CONTROL
 MN0077  ___________________________________________________________________
 MN0077* NAD 83(1986)-  41 08 02.     (N)    102 59 25.     (W)     SCALED    
 MN0077* NAVD 88     -      1251.195  (meters)    4104.96   (feet)  ADJUSTED  
 MN0077  ___________________________________________________________________
 MN0077  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 MN0077  DYNAMIC HT  -        1250.313 (meters)    4102.07  (feet)  COMP
 MN0077  MODELED GRAV-     979,875.6   (mgal)                       NAVD 88
 MN0077
 MN0077  VERT ORDER  -  FIRST     CLASS II
 MN0077
 MN0077.The horizontal coordinates were scaled from a topographic map and have
 MN0077.an estimated accuracy of +/- 6 seconds.
 MN0077
 MN0077.The orthometric height was determined by differential leveling
 MN0077.and adjusted by the National Geodetic Survey in June 1991..
 MN0077
 MN0077.The geoid height was determined by GEOID03.
 MN0077
 MN0077.The dynamic height is computed by dividing the NAVD 88
 MN0077.geopotential number by the normal gravity value computed on the
 MN0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0077.degrees latitude (g = 980.6199 gals.).
 MN0077
 MN0077.The modeled gravity was interpolated from observed gravity values.
 MN0077
 MN0077;                    North         East    Units  Estimated Accuracy
 MN0077;SPC NE       -   148,740.      249,050.      MT  (+/- 180 meters Scaled)
 MN0077
 MN0077                          SUPERSEDED SURVEY CONTROL
 MN0077
 MN0077  NGVD 29 (??/??/92) 1250.600  (m)         4103.01   (f) ADJ UNCH    1 2
 MN0077
 MN0077.Superseded values are not recommended for survey control.
 MN0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0077.See file dsdata.txt to determine how the superseded data were derived.
 MN0077
 MN0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF686555(NAD 83)
 MN0077_MARKER: DB = BENCH MARK DISK
 MN0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0077_STAMPING: 4103.010 F 9 1933
 MN0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0077+STABILITY: SURFACE MOTION
 MN0077
 MN0077  HISTORY     - Date     Condition        Report By
 MN0077  HISTORY     - 1933     MONUMENTED       CGS
 MN0077  HISTORY     - 1934     GOOD             NGS
 MN0077  HISTORY     - 1965     GOOD             NGS
 MN0077  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0077
 MN0077                          STATION DESCRIPTION
 MN0077
 MN0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0077'0.7 MI SW FROM SIDNEY.
 MN0077'0.7 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0077'RAILROAD FROM THE STATION AT SIDNEY, CHEYENNE COUNTY, 7 POLES
 MN0077'WEST OF MILEPOST 76, AT THE CROSSING OF THE COUNTRY CLUB ROAD,
 MN0077'43 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD ON THE NORTH
 MN0077'SIDE OF THE TRACK, 43 FEET NORTH OF THE NORTH RAIL, 29 FEET EAST
 MN0077'OF THE CENTERLINE OF THE COUNTRY CLUB ROAD, 5 FEET SOUTH OF THE
 MN0077'NORTH RIGHT-OF-WAY FENCE, AND 2 FEET EAST OF THE EAST ROAD
 MN0077'FENCE LINE.  A STANDARD DISK, STAMPED 4103.010 F 9 1933 AND SET
 MN0077'IN THE TOP OF A CONCRETE POST.  NOTE-- BOTH FENCES NO LONGER
 MN0077'EXIST.  THE RR CROSSING IS REMOVED.  MARK IS 4 IN BELOW GROUND.
 MN0077
 MN0077                          STATION RECOVERY (1965)
 MN0077
 MN0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MN0077'RECOVERED IN GOOD CONDITION.
 MN0077
 MN0077                          STATION RECOVERY (1985)
 MN0077
 MN0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0077'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0419 ***********************************************************************
 MN0419  DESIGNATION -  FAA TOWER 12 MI NE BIG SPRINGS
 MN0419  PID         -  MN0419
 MN0419  STATE/COUNTY-  NE/KEITH
 MN0419  USGS QUAD   -  BIG SPRINGS NE (1971)
 MN0419
 MN0419                         *CURRENT SURVEY CONTROL
 MN0419  ___________________________________________________________________
 MN0419* NAD 83(1995)-  41 14 01.96037(N)    102 01 54.36284(W)     ADJUSTED  
 MN0419* NAVD 88     -      1128.     (meters)    3701.     (feet)  SCALED    
 MN0419  ___________________________________________________________________
 MN0419  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 MN0419  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 MN0419
 MN0419  HORZ ORDER  -  THIRD
 MN0419
 MN0419.The horizontal coordinates were established by classical geodetic methods
 MN0419.and adjusted by the National Geodetic Survey in August 1997..
 MN0419
 MN0419.The orthometric height was scaled from a topographic map.
 MN0419
 MN0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0419
 MN0419.The geoid height was determined by GEOID03.
 MN0419
 MN0419;                    North         East     Units Scale Factor Converg.
 MN0419;SPC NE       -   157,496.947   329,734.467   MT  0.99966980   -1 20 47.2
 MN0419;UTM  13      - 4,568,969.519   748,763.195   MT  1.00036167   +1 57 26.9
 MN0419;UTM  14      - 4,569,153.480   245,911.386   MT  1.00039464   -1 59 57.9
 MN0419
 MN0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0419!SPC NE       -   0.99982623  x   0.99966980  =   0.99949609
 MN0419!UTM  13      -   0.99982623  x   1.00036167  =   1.00018784
 MN0419!UTM  14      -   0.99982623  x   1.00039464  =   1.00022080
 MN0419
 MN0419                          SUPERSEDED SURVEY CONTROL
 MN0419
 MN0419  NAD 83(1986)-  41 14 01.96044(N)    102 01 54.36456(W) AD(       ) 4
 MN0419  NAD 27      -  41 14 02.00200(N)    102 01 52.71300(W) AD(       ) 3
 MN0419
 MN0419.Superseded values are not recommended for survey control.
 MN0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0419.See file dsdata.txt to determine how the superseded data were derived.
 MN0419
 MN0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4876368970(NAD 83)
 MN0419_MARKER: 55 = TOWER
 MN0419
 MN0419  HISTORY     - Date     Condition        Report By
 MN0419  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0419
 MN0419                          STATION DESCRIPTION
 MN0419
 MN0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0419'THE STATION IS ABOUT 12 MILES NORTH AND 2-1/2 MILES EAST OF
 MN0419'BIG SPRINGS, 0.2 MILE SOUTH OF U.S. HIGHWAY 26 AND 13.6 FEET
 MN0419'NORTHEAST OF A SOUTHWEST FENCE CORNER.
 MN0419'
 MN0419'A TRAVERSE WAS MADE TO THE TOWER FROM TRIANGULATION STATION
 MN0419'THREE.  IT IS 50.890 FEET OR 15.512 METERS.
 MN0419'
 MN0419'THE TOWER IS PAINTED SILVER AND IS SUPPORTED ON FOUR LEGS.
 MN0419'IT IS 55 FEET IN HEIGHT AND IS THE SOUTHWEST ONE OF THREE.
 MN0419'
 MN0419'THE CENTER OF THE BASE OF THE TOWER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1241 ***********************************************************************
 LG1241  SACS        -  This is a Secondary Airport Control Station.
 LG1241  DESIGNATION -  FAIR AZ MK
 LG1241  PID         -  LG1241
 LG1241  STATE/COUNTY-  NE/JEFFERSON
 LG1241  USGS QUAD   -  FAIRBURY (1980)
 LG1241
 LG1241                         *CURRENT SURVEY CONTROL
 LG1241  ___________________________________________________________________
 LG1241* NAD 83(1995)-  40 10 46.91967(N)    097 10 14.80020(W)     ADJUSTED  
 LG1241* NAVD 88     -       445.36   (meters)    1461.2    (feet)  GPS OBS   
 LG1241  ___________________________________________________________________
 LG1241  X           -    -609,178.985 (meters)                     COMP
 LG1241  Y           -  -4,842,007.278 (meters)                     COMP
 LG1241  Z           -   4,093,520.417 (meters)                     COMP
 LG1241  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 LG1241  ELLIP HEIGHT-         418.37  (meters)          (12/18/01) GPS OBS
 LG1241  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 LG1241
 LG1241  HORZ ORDER  -  FIRST
 LG1241  ELLP ORDER  -  FOURTH    CLASS II
 LG1241
 LG1241.This mark is at Fairbury Municipal Airport (FBY)
 LG1241
 LG1241.The horizontal coordinates were established by GPS observations
 LG1241.and adjusted by the National Geodetic Survey in August 1998..
 LG1241
 LG1241.The orthometric height was determined by GPS observations and a
 LG1241.high-resolution geoid model.
 LG1241
 LG1241.GPS derived orthometric heights for airport stations designated as
 LG1241.PACS or SACS are published to 2 decimal places.  This maintains
 LG1241.centimeter relative accuracy between the PACS and SACS.  It does
 LG1241.not indicate centimeter accuracy relative to other marks which are
 LG1241.part of the NAVD 88 network.
 LG1241
 LG1241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1241
 LG1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1241
 LG1241.The ellipsoidal height was determined by GPS observations
 LG1241.and is referenced to NAD 83.
 LG1241
 LG1241.The geoid height was determined by GEOID03.
 LG1241
 LG1241;                    North         East     Units Scale Factor Converg.
 LG1241;SPC NE       -    42,400.604   740,902.280   MT  0.99992361   +1 52 29.7
 LG1241;UTM  14      - 4,449,306.703   655,736.269   MT  0.99989857   +1 10 49.5
 LG1241
 LG1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1241!SPC NE       -   0.99993437  x   0.99992361  =   0.99985799
 LG1241!UTM  14      -   0.99993437  x   0.99989857  =   0.99983295
 LG1241
 LG1241|---------------------------------------------------------------------|
 LG1241| PID    Reference Object                     Distance      Geod. Az  |
 LG1241|                                                           dddmmss.s |
 LG1241| LG1232 OREGON TRAIL                        373.983 METERS 00031     |
 LG1241| AB4127 FBY A                               270.426 METERS 13119     |
 LG1241|---------------------------------------------------------------------|
 LG1241
 LG1241                          SUPERSEDED SURVEY CONTROL
 LG1241
 LG1241  ELLIP H (08/21/98)  418.41   (m)                       GP(       ) 4 2
 LG1241  NAD 83(1995)-  40 10 46.91889(N)    097 10 14.80167(W) AD(       ) 3
 LG1241  ELLIP H (08/18/97)  418.36   (m)                       GP(       ) 4 1
 LG1241  NAD 83(1986)-  40 10 46.92615(N)    097 10 14.79918(W) AD(       ) 3
 LG1241  NGVD 29 (02/23/90)  445.1    (m)         1460.     (f) GPS OBS        
 LG1241
 LG1241.Superseded values are not recommended for survey control.
 LG1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1241.See file dsdata.txt to determine how the superseded data were derived.
 LG1241
 LG1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5573649307(NAD 83)
 LG1241_MARKER: DZ = AZIMUTH MARK DISK
 LG1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1241_SP_SET: CONCRETE POST
 LG1241_STAMPING: FAIR 1947
 LG1241_MARK LOGO: CGS   
 LG1241_PROJECTION: FLUSH
 LG1241_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LG1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1241+STABILITY: SURFACE MOTION
 LG1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1241+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1997
 LG1241
 LG1241  HISTORY     - Date     Condition        Report By
 LG1241  HISTORY     - 1947     MONUMENTED       CGS
 LG1241  HISTORY     - 19890331 GOOD             NGS
 LG1241  HISTORY     - 19950515 GOOD             NGS
 LG1241  HISTORY     - 19970522 GOOD             NGS
 LG1241
 LG1241                          STATION DESCRIPTION
 LG1241
 LG1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1241'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH-NORTHEAST OF
 LG1241'FAIRBURY, 1 KM (0.60 MI) EAST OF STATE HIGHWAY 15, AT THE FAIRBURY
 LG1241'MUNICIPAL AIRPORT, ALONG THE WEST PERIMETER FENCE, OUTSIDE THE AIRPORT
 LG1241'GROUNDS,  ON A COUNTY ROAD RIGHT-OF-WAY.  OWNERSHIP--STATE DEPARTMENT
 LG1241'OF ROADS.
 LG1241'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136 AND STATE
 LG1241'HIGHWAY 15 IN FAIRBURY, GO NORTH ON STATE HIGHWAY 15 FOR 2.50 KM
 LG1241'(1.55 MI) TO A DIRT CROSSROAD.  TURN RIGHT AND GO NORTHEAST FOR 1.2 KM
 LG1241'(0.75 MI) TO A DIRT CROSSROAD.  CONTINUE NORTH FOR 0.4 KM (0.25 MI) TO
 LG1241'THE STATION ON THE RIGHT.
 LG1241'THE STATION IS 9.5 M (31.2 FT) EAST OF THE APPROXIMATE ROAD CENTER,
 LG1241'0.8 M (2.6 FT)  WEST OF A FENCE, AND 0.4 M (1.3 FT) SOUTH-SOUTHWEST OF
 LG1241'A METAL WITNESS POST.
 LG1241'THE STATION IS PROJECTING 15 CM AND ABOUT LEVEL WITH THE ROAD.
 LG1241'DESCRIBED BY G.R.HEID.
 LG1241
 LG1241                          STATION RECOVERY (1995)
 LG1241
 LG1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1241'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF JANSON, 3.0 MI
 LG1241'(4.8 KM) NORTH-NORTHEAST OF FAIRBURY AND AT THE FAIRBURY MUNICIPAL
 LG1241'AIRPORT, ALONG THE WEST PERIMETER FENCE, ON COUNTY RIGHT-OF-WAY.
 LG1241'OWNERSHIP--NEBRASKA DEPARTMENT OF ROADS.  TO REACH THE STATION FROM
 LG1241'THE INTERSECTION OF U.S. HIGHWAY 136 AND STATE HIGHWAY 15 IN FAIRBURY,
 LG1241'GO NORTH ON STATE HIGHWAY 15 FOR 1.5 MI (2.4 KM) TO AN INTERSECTION,
 LG1241'TURN RIGHT AND GO NORTHEAST ON AIRPORT ROAD (GRAVEL) FOR 0.25 MI (0.40
 LG1241'KM) TO A REVERSE FORK RIGHT, BEAR LEFT AND GO NORTH ON AIRPORT ROAD
 LG1241'FOR 0.45 MI (0.72 KM) TO AN INTERSECTION (714 ROAD), CONTINUE AHEAD
 LG1241'AND GO NORTH ON AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE
 LG1241'RIGHT.  THE STATION PROJECTS 21 CM ABOVE GROUND LEVEL AND IS ABOUT
 LG1241'LEVEL WITH ROAD.  LOCATED 31.2 FT (9.5 M) EAST OF THE ROAD CENTER, 2.6
 LG1241'FT (0.8 M) WEST OF A FENCE LINE AND 1.3 FT (0.4 M) SOUTH-SOUTHWEST OF
 LG1241'A METAL WITNESS POST.  THIS STATION TO BE USED AS SACS.
 LG1241
 LG1241                          STATION RECOVERY (1997)
 LG1241
 LG1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CFS)
 LG1241'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF JANSON, 3.0 MI
 LG1241'(4.8 KM) NORTH NORTHEAST OF FAIRBURY AND AT THE FAIRBURY MUNICIPAL
 LG1241'AIRPORT ALONG THE WEST PERIMETER FENCE ON COUNTY R-O-W.
 LG1241'OWNERSHIP--NEBRASKA DEPARTMENT OF ROADS.  TO REACH THE STATION FROM
 LG1241'THE INTERSECTION OF U.S.  HIGHWAY 136 AND STATE HIGHWAY 15 IN
 LG1241'FAIRBURY, GO NORTH ON STATE HIGHWAY 15 FOR 1.5 MI (2.4 KM) TO A
 LG1241'INTERSECTION, TURN RIGHT AND GO NORTHEAST ON AIRPORT ROAD (GRAVEL) FOR
 LG1241'0.25 MI (0.40 KM) TO A REVERSE FORK RIGHT, BEAR LEFT AND GO NORTH ON
 LG1241'AIRPORT ROAD FOR 0.45 MI (0.72 KM) TO A INTERSECTION (714 ROAD) ,
 LG1241'CONTINUE AHEAD AND GO NORTH ON AIRPORT ROAD FOR 0.25 MI (0.40 KM) TO
 LG1241'THE STATION ON THE RIGHT.  THE STATION PROJECTS 0.7 FT (21.3 CM) ABOVE
 LG1241'GROUND LEVEL AND ABOUT LEVEL WITH ROAD, 31.2 FT (9.5 M) EAST OF THE
 LG1241'ROAD CENTER, 2.6 FT (0.8 M) WEST OF A FENCELINE AND 1.3 FT (0.4 M)
 LG1241'SOUTH SOUTHWEST OF A METAL WITNESS POST.  THIS IS A SECONDARY AIRPORT
 LG1241'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0570 ***********************************************************************
 LG0570  DESIGNATION -  FAIRBURY
 LG0570  PID         -  LG0570
 LG0570  STATE/COUNTY-  NE/JEFFERSON
 LG0570  USGS QUAD   -  FAIRBURY (1980)
 LG0570
 LG0570                         *CURRENT SURVEY CONTROL
 LG0570  ___________________________________________________________________
 LG0570* NAD 83(1986)-  40 08 07.     (N)    097 10 52.     (W)     SCALED    
 LG0570* NAVD 88     -       402.881  (meters)    1321.79   (feet)  ADJUSTED  
 LG0570  ___________________________________________________________________
 LG0570  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 LG0570  DYNAMIC HT  -         402.652 (meters)    1321.03  (feet)  COMP
 LG0570  MODELED GRAV-     980,045.0   (mgal)                       NAVD 88
 LG0570
 LG0570  VERT ORDER  -  SECOND    CLASS 0
 LG0570
 LG0570.The horizontal coordinates were scaled from a topographic map and have
 LG0570.an estimated accuracy of +/- 6 seconds.
 LG0570
 LG0570.The orthometric height was determined by differential leveling
 LG0570.and adjusted by the National Geodetic Survey in June 1991..
 LG0570
 LG0570.The geoid height was determined by GEOID03.
 LG0570
 LG0570.The dynamic height is computed by dividing the NAVD 88
 LG0570.geopotential number by the normal gravity value computed on the
 LG0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0570.degrees latitude (g = 980.6199 gals.).
 LG0570
 LG0570.The modeled gravity was interpolated from observed gravity values.
 LG0570
 LG0570;                    North         East    Units  Estimated Accuracy
 LG0570;SPC NE       -    37,440.      740,180.      MT  (+/- 180 meters Scaled)
 LG0570
 LG0570                          SUPERSEDED SURVEY CONTROL
 LG0570
 LG0570  NGVD 29 (??/??/92)  402.735  (m)         1321.31   (f) ADJ UNCH    2 0
 LG0570
 LG0570.Superseded values are not recommended for survey control.
 LG0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0570.See file dsdata.txt to determine how the superseded data were derived.
 LG0570
 LG0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK549443(NAD 83)
 LG0570_MARKER: DB = BENCH MARK DISK
 LG0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0570_STAMPING: FAIRBURY 1934
 LG0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0570+STABILITY: SURFACE MOTION
 LG0570
 LG0570  HISTORY     - Date     Condition        Report By
 LG0570  HISTORY     - 1934     MONUMENTED       CGS
 LG0570  HISTORY     - 1981     GOOD             LOCENG
 LG0570  HISTORY     - 20050713 GOOD             USPSQD
 LG0570
 LG0570                          STATION DESCRIPTION
 LG0570
 LG0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0570'AT FAIRBURY.
 LG0570'AT FAIRBURY, JEFFERSON COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 LG0570'SOUTHWEST CORNER OF THE COURTHOUSE LAWN, 10 FEET NORTH OF THE
 LG0570'CENTERLINE OF AN EAST-AND-WEST SIDEWALK, AND 10 FEET SOUTHEAST
 LG0570'OF THE CENTERLINE OF A DIAGONAL SIDEWALK.  A STANDARD DISK,
 LG0570'STAMPED FAIRBURY 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0570
 LG0570                          STATION RECOVERY (1981)
 LG0570
 LG0570'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0570'RECOVERED IN GOOD CONDITION.
 LG0570
 LG0570                          STATION RECOVERY (2005)
 LG0570
 LG0570'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0570'STATION FOUND GOOD. THE EAST-WEST SIDEWALK PARALLELS 4TH STREET.
 LG0570'COURTHOUSE IS NORTH OF 4TH STREET, SOUTH OF 5TH STREET, EAST OF 'D'
 LG0570'STREET AND WEST OF 'E' STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1191 ***********************************************************************
 LG1191  DESIGNATION -  FAIRBURY
 LG1191  PID         -  LG1191
 LG1191  STATE/COUNTY-  NE/JEFFERSON
 LG1191  USGS QUAD   -  FAIRBURY (1980)
 LG1191
 LG1191                         *CURRENT SURVEY CONTROL
 LG1191  ___________________________________________________________________
 LG1191* NAD 83(1995)-  40 08 57.54283(N)    097 10 49.87896(W)     ADJUSTED  
 LG1191* NAVD 88     -       435.     (meters)    1427.     (feet)  SCALED    
 LG1191  ___________________________________________________________________
 LG1191  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 LG1191  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 LG1191
 LG1191  HORZ ORDER  -  FIRST
 LG1191
 LG1191.The horizontal coordinates were established by classical geodetic methods
 LG1191.and adjusted by the National Geodetic Survey in August 1997..
 LG1191
 LG1191.The orthometric height was scaled from a topographic map.
 LG1191
 LG1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1191
 LG1191.The geoid height was determined by GEOID03.
 LG1191
 LG1191;                    North         East     Units Scale Factor Converg.
 LG1191;SPC NE       -    39,001.930   740,182.874   MT  0.99993585   +1 52 06.5
 LG1191;SPC KS N     -   201,926.429   469,830.357   MT  1.00007990   +0 31 06.6
 LG1191;UTM  14      - 4,445,917.113   654,975.729   MT  0.99989567   +1 10 24.2
 LG1191
 LG1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1191!SPC NE       -   0.99993598  x   0.99993585  =   0.99987184
 LG1191!SPC KS N     -   0.99993598  x   1.00007990  =   1.00001588
 LG1191!UTM  14      -   0.99993598  x   0.99989567  =   0.99983166
 LG1191
 LG1191|---------------------------------------------------------------------|
 LG1191| PID    Reference Object                     Distance      Geod. Az  |
 LG1191|                                                           dddmmss.s |
 LG1191| LG0823 FAIRBURY MUNICIPAL TANK              12.022 METERS 00249     |
 LG1191| CN9284 FAIRBURY AZ MK                                     0615936.8 |
 LG1191| LG0818 JANSEN MUNICIPAL TANK               APPROX. 9.2 KM 0643431.3 |
 LG1191| CN9285 FAIRBURY RM 1                        29.427 METERS 09404     |
 LG1191| LG0820 NUTTER                              APPROX.16.2 KM 1604512.8 |
 LG1191| LG0822 FAIRBURY ST MICHAELS CH CROSS       APPROX. 1.1 KM 1722228.6 |
 LG1191| LG0824 FAIRBURY COURTHOUSE DOME            APPROX. 1.5 KM 1801706.6 |
 LG1191| CN9286 FAIRBURY RM 2                        28.515 METERS 20820     |
 LG1191| LG0826 ZION LUTHERAN CHURCH SPIRE          APPROX. 9.7 KM 2781504.0 |
 LG1191|---------------------------------------------------------------------|
 LG1191
 LG1191                          SUPERSEDED SURVEY CONTROL
 LG1191
 LG1191  NAD 83(1986)-  40 08 57.54906(N)    097 10 49.87818(W) AD(       ) 1
 LG1191  NAD 27      -  40 08 57.54200(N)    097 10 48.75200(W) AD(       ) 1
 LG1191
 LG1191.Superseded values are not recommended for survey control.
 LG1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1191.See file dsdata.txt to determine how the superseded data were derived.
 LG1191
 LG1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5497645917(NAD 83)
 LG1191_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LG1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1191_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1191+STABILITY: SURFACE MOTION
 LG1191
 LG1191  HISTORY     - Date     Condition        Report By
 LG1191  HISTORY     - 1935     MONUMENTED       CGS
 LG1191  HISTORY     - 1960     GOOD             USGS
 LG1191  HISTORY     - 1970     GOOD             NGS
 LG1191  HISTORY     - 20050713 GOOD             USPSQD
 LG1191
 LG1191                          STATION DESCRIPTION
 LG1191
 LG1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG1191'IN THE SOUTH-WEST QUARTER SEC. 11 T. 2 N., R. 2 E., AT THE WATER
 LG1191'TANK IN THE NORTH PART OF TOWN OF FAIRBURY ON THE WEST OF STATE
 LG1191'HIGHWAY 15.
 LG1191'
 LG1191'REACHED FROM THE NORTHEAST CORNER OF THE SQUARE BY GOING NORTH
 LG1191'ON STATE HIGHWAY 15 FOR 0.85 MILE TO WATER TANK.  STATION MARK
 LG1191'IS SET 39.5 FEET SOUTH OF WATER TANK OF FAIRBURY.
 LG1191'
 LG1191'REFERENCE MARK NO. 1 IS 96.55 FEET (29.427 METERS) EAST FROM
 LG1191'STATION, AND ON WEST SHOULDER OF HIGHWAY.
 LG1191'
 LG1191'REFERENCE MARK NO. 2 IS 93.56 FEET (28.515 METERS) SOUTHWEST OF
 LG1191'STATION.
 LG1191'
 LG1191'AZIMUTH MARK IS REACHED FROM STATION BY FOLLOWING FIRST ROAD
 LG1191'SOUTHEAST OF STATION EAST TO CROSSROADS, TURN LEFT AT CROSSROADS
 LG1191'AND GO 0.4 MILE TO MARK ON EAST SIDE OF ROAD, 30 FEET EAST OF
 LG1191'CENTERLINE OF ROAD.
 LG1191'
 LG1191'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LG1191
 LG1191                          STATION RECOVERY (1960)
 LG1191
 LG1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LG1191'STATION FOUND IN GOOD CONDITION.  DESCRIPTION ADEQUATE EXCEPT
 LG1191'THAT STATION IS NOW ABOUT 110 FEET WEST OF E STREET (OLD STATE
 LG1191'HWY 15).  HWY 15 IS NOW ABOUT 1/2 MILE E OF STATION.
 LG1191
 LG1191                          STATION RECOVERY (1970)
 LG1191
 LG1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG1191'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LG1191'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 LG1191'SEARCHED FOR BUT NOT FOUND AND FROM OLD TIES SHOW THE MARK WAS
 LG1191'PROBABLY DESTROYED BY HOUSEING CONSTRUCTION.  NO VISIBLE OBJECTS
 LG1191'SO A NEW AZIMUTH MARK WAS NOT SET.  THE OLD WATER TANK AT THE
 LG1191'STATION SITE HAS BEEN REMOVED.
 LG1191'
 LG1191'STATION MARK IS 110 FEET WEST OF THE CENTER OF E STREET, 50 FEET
 LG1191'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 40 FEET EAST
 LG1191'OF THE CENTER OF AN ALLEY, 38 FEET SOUTHWEST OF THE CENTER OF A
 LG1191'WATER PIPE, AND ABOUT 150 FEET NORTH OF THE INTERSECTION OF
 LG1191'16TH STREET AND E STREET IN A VACANT LOT.
 LG1191'
 LG1191'REFERENCE MARK NO. 1 IS 33.5 FEET EAST-NORTHEAST OF THE NORTHEAST
 LG1191'CORNER OF A GARAGE, 27 FEET WEST OF THE CENTER OF E STREET, AND
 LG1191'1 FOOT WEST OF A METAL WITNESS POST.
 LG1191'
 LG1191'REFERENCE MARK NO. 2 IS 51 FEET NORTH OF THE CENTER OF 16TH STREET,
 LG1191'8 FEET WEST OF THE CENTER OF THE ALLEY, AND 8 FEET SOUTH-SOUTHEAST
 LG1191'OF A GARAGE.
 LG1191'
 LG1191'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE NORTH
 LG1191'OF THE CENTER OF FAIRBURY.
 LG1191
 LG1191                          STATION RECOVERY (2005)
 LG1191
 LG1191'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG1191'STATION AND REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 FOUND GOOD.
 LG1191'CHANGE THE 1970 DESCRIPTION. HOUSE AT 419 16TH STREET NOW HAS GRAY
 LG1191'SIDING. NO WATER PIPE EXISTS. THE REFERENCED VACANT LOT IS NOW THE
 LG1191'LAWN NORTH OF THE HOME AT 419 16TH ST. REF NO. 1 IS NORTH OF THE
 LG1191'DRIVEWAY TO THE HOME. REF NO. 2 IS IN THE ALLEY WEST OF THE HOME.
 LG1191'REFERENCED GARAGE HAS YELLOW SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0825 ***********************************************************************
 LG0825  DESIGNATION -  FAIRBURY CITY 80
 LG0825  PID         -  LG0825
 LG0825  STATE/COUNTY-  NE/JEFFERSON
 LG0825  USGS QUAD   -  FAIRBURY (1980)
 LG0825
 LG0825                         *CURRENT SURVEY CONTROL
 LG0825  ___________________________________________________________________
 LG0825* NAD 83(1995)-  40 10 35.71919(N)    097 10 00.01468(W)     ADJUSTED  
 LG0825* NAVD 88     -       444.     (meters)    1457.     (feet)  SCALED    
 LG0825  ___________________________________________________________________
 LG0825  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 LG0825  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 LG0825
 LG0825  HORZ ORDER  -  SECOND
 LG0825
 LG0825.This mark is at Fairbury Municipal Airport (FBY)
 LG0825
 LG0825.The horizontal coordinates were established by classical geodetic methods
 LG0825.and adjusted by the National Geodetic Survey in August 1997..
 LG0825
 LG0825.The orthometric height was scaled from a topographic map.
 LG0825
 LG0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0825
 LG0825.The geoid height was determined by GEOID03.
 LG0825
 LG0825;                    North         East     Units Scale Factor Converg.
 LG0825;SPC NE       -    42,066.801   741,263.184   MT  0.99992485   +1 52 39.5
 LG0825;UTM  14      - 4,448,968.558   656,093.091   MT  0.99989994   +1 10 58.8
 LG0825
 LG0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0825!SPC NE       -   0.99993452  x   0.99992485  =   0.99985937
 LG0825!UTM  14      -   0.99993452  x   0.99989994  =   0.99983446
 LG0825
 LG0825                          SUPERSEDED SURVEY CONTROL
 LG0825
 LG0825  NAD 83(1986)-  40 10 35.72643(N)    097 10 00.01229(W) AD(       ) 2
 LG0825  NAD 83(1986)-  40 10 35.72590(N)    097 10 00.01424(W) AD(       ) 2
 LG0825  NAD 27      -  40 10 35.72000(N)    097 09 58.89000(W) AD(       ) 2
 LG0825
 LG0825.Superseded values are not recommended for survey control.
 LG0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0825.See file dsdata.txt to determine how the superseded data were derived.
 LG0825
 LG0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5609348969(NAD 83)
 LG0825_MARKER: DD = SURVEY DISK
 LG0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0825+STABILITY: SURFACE MOTION
 LG0825
 LG0825  HISTORY     - Date     Condition        Report By
 LG0825  HISTORY     - 1947     MONUMENTED       CGS
 LG0825  HISTORY     - 20050713 MARK NOT FOUND   USPSQD
 LG0825
 LG0825                          STATION DESCRIPTION
 LG0825
 LG0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0825'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE IN
 LG0825'FAIRBURY, GO NORTH 0.75 MILE, THEN EAST ON STATE HIGHWAY NO. 3
 LG0825'FOR 0.45 MILE TO A CROSSROAD, TURN LEFT, NORTH, AND GO 2.1 MILE
 LG0825'TO A CROSSROAD, TURN RIGHT, EAST, AND GO 0.25 MILE TO THE
 LG0825'ENTRANCE TO THE AIRPORT AND THE STATION AS DESCRIBED.
 LG0825'
 LG0825'CITY BM 80 IS A BRONZE DISK 1-1/2 INCHES IN DIAMETER
 LG0825'SET IN THE TOP OF A 2-1/2 INCH SQUARE CONCRETE POST THAT IS FLUSH
 LG0825'WITH THE GROUND.  IT IS 12 FEET NORTHEAST OF A FENCE CORNER, 8 FEET
 LG0825'SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING, AND 6.3 FEET
 LG0825'EAST OF THE CENTER OF A CONCRETE WALK.  THE FOLLOWING IS CAST IN
 LG0825'THE TOP OF THE DISK, BM 80 CITY ELEV.
 LG0825
 LG0825                          STATION RECOVERY (2005)
 LG0825
 LG0825'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0825'STATION NOT FOUND. SITE LOCATED. THE BRONZE DISK IS MISSING. STATE HWY
 LG0825'3 IS NOW US HWY 136. FIRST CROSSROAD IN 1947 DESCRIPTION IS STATE HWY
 LG0825'15, 2ND CROSSROAD IS 714 RD. SITE IS 0.25 MILE EAST OF AIRPORT RD., 6
 LG0825'FEET NORTHEAST OF A CHAIN LINK FENCE CORNER,15 FEET NORTHWEST OF THE
 LG0825'SOUTHWEST CORNER OF A HOUSE AT THE FAIRBURY AIRPORT. SITE AND BUILDING
 LG0825'HAVE BEEN RECONSTRUCTED. MARK SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH9960 ***********************************************************************
 AH9960  HT_MOD      -  This is a Height Modernization Survey Station.
 AH9960  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH9960  DESIGNATION -  FAIRBURY CORS ARP
 AH9960  CORS_ID     -  FBYN
 AH9960  PID         -  AH9960
 AH9960  STATE/COUNTY-  NE/JEFFERSON
 AH9960  USGS QUAD   -  REYNOLDS (1980)
 AH9960
 AH9960                         *CURRENT SURVEY CONTROL
 AH9960  ___________________________________________________________________
 AH9960* NAD 83(CORS)-  40 04 36.71352(N)    097 18 46.12089(W)     ADJUSTED  
 AH9960* NAVD 88     -       433.29   (meters)    1421.6    (feet)  GPS OBS   
 AH9960  ___________________________________________________________________
 AH9960  EPOCH DATE  -        2002.00
 AH9960  X           -    -622,115.829 (meters)                     COMP
 AH9960  Y           -  -4,847,773.012 (meters)                     COMP
 AH9960  Z           -   4,084,781.478 (meters)                     COMP
 AH9960  ELLIP HEIGHT-         406.35  (meters)          (03/??/02) GPS OBS
 AH9960  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AH9960
 AH9960  HORZ ORDER  -  SPECIAL (CORS)
 AH9960  ELLP ORDER  -  SPECIAL (CORS)
 AH9960
 AH9960.ITRF positions are available for this station.
 AH9960.The coordinates were established by GPS observations
 AH9960.and adjusted by the National Geodetic Survey in March 2002..
 AH9960.The coordinates are valid at the epoch date displayed above.
 AH9960.The epoch date for horizontal control is a decimal equivalence
 AH9960.of Year/Month/Day.
 AH9960
 AH9960.The orthometric height was determined by GPS observations and a
 AH9960.high-resolution geoid model using precise GPS observation and
 AH9960.processing techniques.
 AH9960
 AH9960.The PID for the CORS L1 Phase Center is AH9961.
 AH9960
 AH9960.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH9960
 AH9960.The ellipsoidal height was determined by GPS observations
 AH9960.and is referenced to NAD 83.
 AH9960
 AH9960.The geoid height was determined by GEOID03.
 AH9960
 AH9960;                    North         East     Units Scale Factor Converg.
 AH9960;SPC NE       -    30,602.424   729,167.242   MT  0.99996615   +1 46 50.8
 AH9960
 AH9960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9960!SPC NE       -   0.99993626  x   0.99996615  =   0.99990241
 AH9960
 AH9960                          SUPERSEDED SURVEY CONTROL
 AH9960
 AH9960  NAD 83(CORS)-  40 04 36.71350(N)    097 18 46.12108(W) AD(1997.00) c
 AH9960  ELLIP H (06/??/99)  406.31   (m)                       GP(1997.00) c c
 AH9960
 AH9960.Superseded values are not recommended for survey control.
 AH9960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9960.See file dsdata.txt to determine how the superseded data were derived.
 AH9960
 AH9960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4386037652(NAD 83)
 AH9960_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH9960
 AH9960                          STATION DESCRIPTION
 AH9960
 AH9960'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AH9960'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH9960'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH9960'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH9960'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH9960'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH9961 ***********************************************************************
 AH9961  HT_MOD      -  This is a Height Modernization Survey Station.
 AH9961  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH9961  DESIGNATION -  FAIRBURY CORS L1 PHASE CENTER
 AH9961  CORS_ID     -  FBYN
 AH9961  PID         -  AH9961
 AH9961  STATE/COUNTY-  NE/JEFFERSON
 AH9961  USGS QUAD   -  REYNOLDS (1980)
 AH9961
 AH9961                         *CURRENT SURVEY CONTROL
 AH9961  ___________________________________________________________________
 AH9961* NAD 83(CORS)-  40 04 36.71351(N)    097 18 46.12084(W)     ADJUSTED  
 AH9961* NAVD 88     -       433.36   (meters)    1421.8    (feet)  GPS OBS   
 AH9961  ___________________________________________________________________
 AH9961  EPOCH DATE  -        2002.00
 AH9961  X           -    -622,115.835 (meters)                     COMP
 AH9961  Y           -  -4,847,773.066 (meters)                     COMP
 AH9961  Z           -   4,084,781.523 (meters)                     COMP
 AH9961  ELLIP HEIGHT-         406.42  (meters)          (03/??/02) GPS OBS
 AH9961  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AH9961
 AH9961  HORZ ORDER  -  SPECIAL (CORS)
 AH9961  ELLP ORDER  -  SPECIAL (CORS)
 AH9961
 AH9961.ITRF positions are available for this station.
 AH9961.The coordinates were established by GPS observations
 AH9961.and adjusted by the National Geodetic Survey in March 2002..
 AH9961.The coordinates are valid at the epoch date displayed above.
 AH9961.The epoch date for horizontal control is a decimal equivalence
 AH9961.of Year/Month/Day.
 AH9961
 AH9961.The orthometric height was determined by GPS observations and a
 AH9961.high-resolution geoid model using precise GPS observation and
 AH9961.processing techniques.
 AH9961
 AH9961.The PID for the CORS ARP is AH9960.
 AH9961
 AH9961.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH9961
 AH9961.The ellipsoidal height was determined by GPS observations
 AH9961.and is referenced to NAD 83.
 AH9961
 AH9961.The geoid height was determined by GEOID03.
 AH9961
 AH9961;                    North         East     Units Scale Factor Converg.
 AH9961;SPC NE       -    30,602.424   729,167.243   MT  0.99996615   +1 46 50.8
 AH9961
 AH9961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9961!SPC NE       -   0.99993625  x   0.99996615  =   0.99990240
 AH9961
 AH9961                          SUPERSEDED SURVEY CONTROL
 AH9961
 AH9961  NAD 83(CORS)-  40 04 36.71349(N)    097 18 46.12103(W) AD(1997.00) c
 AH9961  ELLIP H (06/??/99)  406.39   (m)                       GP(1997.00) c c
 AH9961
 AH9961.Superseded values are not recommended for survey control.
 AH9961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9961.See file dsdata.txt to determine how the superseded data were derived.
 AH9961
 AH9961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4386037652(NAD 83)
 AH9961_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AH9961
 AH9961                          STATION DESCRIPTION
 AH9961
 AH9961'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AH9961'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH9961'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH9961'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH9961'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH9961'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0824 ***********************************************************************
 LG0824  DESIGNATION -  FAIRBURY COURTHOUSE DOME
 LG0824  PID         -  LG0824
 LG0824  STATE/COUNTY-  NE/JEFFERSON
 LG0824  USGS QUAD   -  FAIRBURY (1980)
 LG0824
 LG0824                         *CURRENT SURVEY CONTROL
 LG0824  ___________________________________________________________________
 LG0824* NAD 83(1995)-  40 08 08.38177(N)    097 10 50.19775(W)     ADJUSTED  
 LG0824* NAVD 88     -                                                        
 LG0824  ___________________________________________________________________
 LG0824  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 LG0824  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 LG0824
 LG0824  HORZ ORDER  -  THIRD
 LG0824
 LG0824.The horizontal coordinates were established by classical geodetic methods
 LG0824.and adjusted by the National Geodetic Survey in August 1997..
 LG0824
 LG0824
 LG0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0824
 LG0824.The geoid height was determined by GEOID03.
 LG0824
 LG0824;                    North         East     Units Scale Factor Converg.
 LG0824;SPC NE       -    37,486.274   740,224.768   MT  0.99994144   +1 52 06.2
 LG0824;SPC KS N     -   200,409.995   469,836.532   MT  1.00007618   +0 31 06.4
 LG0824;UTM  14      - 4,444,401.124   654,999.228   MT  0.99989576   +1 10 22.8
 LG0824
 LG0824                          SUPERSEDED SURVEY CONTROL
 LG0824
 LG0824  NAD 83(1986)-  40 08 08.38800(N)    097 10 50.19689(W) AD(       ) 4
 LG0824  NAD 27      -  40 08 08.38000(N)    097 10 49.07000(W) AD(       ) 3
 LG0824
 LG0824.Superseded values are not recommended for survey control.
 LG0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0824.See file dsdata.txt to determine how the superseded data were derived.
 LG0824
 LG0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5499944401(NAD 83)
 LG0824_MARKER: 87 = DOME
 LG0824
 LG0824  HISTORY     - Date     Condition        Report By
 LG0824  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0824  HISTORY     - 20050713 GOOD             USPSQD
 LG0824
 LG0824                          STATION DESCRIPTION
 LG0824
 LG0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0824'POINT OBSERVED UPON WAS CENTER OF DOME ON TOP OF THE COURTHOUSE
 LG0824'OF JEFFERSON COUNTY, LOCATED IN THE SQUARE IN FAIRBURY.
 LG0824'
 LG0824'OBSERVED UPON FROM STATIONS FAIRBURY AND GLAD.
 LG0824
 LG0824                          STATION RECOVERY (2005)
 LG0824
 LG0824'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0824'STATION FOUND GOOD. COURTHOUSE IS NORTH OF 4TH STREET, SOUTH OF 5TH
 LG0824'STREET, EAST OF 'D' STREET AND WEST OF 'E' STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0822 ***********************************************************************
 LG0822  DESIGNATION -  FAIRBURY ST MICHAELS CH CROSS
 LG0822  PID         -  LG0822
 LG0822  STATE/COUNTY-  NE/JEFFERSON
 LG0822  USGS QUAD   -  FAIRBURY (1980)
 LG0822
 LG0822                         *CURRENT SURVEY CONTROL
 LG0822  ___________________________________________________________________
 LG0822* NAD 83(1995)-  40 08 22.24643(N)    097 10 43.72190(W)     ADJUSTED  
 LG0822* NAVD 88     -                                                        
 LG0822  ___________________________________________________________________
 LG0822  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 LG0822  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 LG0822
 LG0822  HORZ ORDER  -  THIRD
 LG0822
 LG0822.The horizontal coordinates were established by classical geodetic methods
 LG0822.and adjusted by the National Geodetic Survey in August 1997..
 LG0822
 LG0822
 LG0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0822
 LG0822.The geoid height was determined by GEOID03.
 LG0822
 LG0822;                    North         East     Units Scale Factor Converg.
 LG0822;SPC NE       -    37,918.658   740,364.033   MT  0.99993986   +1 52 10.5
 LG0822;SPC KS N     -   200,839.036   469,985.965   MT  1.00007722   +0 31 10.5
 LG0822;UTM  14      - 4,444,831.767   655,143.724   MT  0.99989631   +1 10 27.4
 LG0822
 LG0822                          SUPERSEDED SURVEY CONTROL
 LG0822
 LG0822  NAD 83(1986)-  40 08 22.25260(N)    097 10 43.72102(W) AD(       ) 4
 LG0822  NAD 27      -  40 08 22.24400(N)    097 10 42.59500(W) AD(       ) 3
 LG0822
 LG0822.Superseded values are not recommended for survey control.
 LG0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0822.See file dsdata.txt to determine how the superseded data were derived.
 LG0822
 LG0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5514444832(NAD 83)
 LG0822_MARKER: 91 = CHURCH CROSS
 LG0822
 LG0822  HISTORY     - Date     Condition        Report By
 LG0822  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0822  HISTORY     - 20050713 GOOD             USPSQD
 LG0822
 LG0822                          STATION DESCRIPTION
 LG0822
 LG0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0822'POINT OBSERVED UPON WAS TIP OF GOLD CROSS ON THE ST. MICHAELS
 LG0822'CHURCH IN FAIRBURY.  CHURCH IS LOCATED ON THE CORNER OF F AND
 LG0822'EIGHTH STREETS.
 LG0822'
 LG0822'OBSERVED UPON FROM STATIONS GLAD, FAIRBURY, AND TURNER.
 LG0822
 LG0822                          STATION RECOVERY (2005)
 LG0822
 LG0822'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0822'STATION FOUND GOOD. CHURCH IS A CATHOLIC CHURCH IN THE NORTHWEST
 LG0822'CORNER OF THE INTERSECTION OF F AND EIGHTH STREETS. IT IS A RED BRICK
 LG0822'CHURCH WITH A STEEPLE AND A GRAY SHINGLED SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0494 ***********************************************************************
 MN0494  DESIGNATION -  FAIRCHILD
 MN0494  PID         -  MN0494
 MN0494  STATE/COUNTY-  NE/MORRILL
 MN0494  USGS QUAD   -  FAIRCHILD RANCH (1972)
 MN0494
 MN0494                         *CURRENT SURVEY CONTROL
 MN0494  ___________________________________________________________________
 MN0494* NAD 83(1995)-  41 28 22.55970(N)    102 50 18.91505(W)     ADJUSTED  
 MN0494* NAVD 88     -      1220.     (meters)    4003.     (feet)  SCALED    
 MN0494  ___________________________________________________________________
 MN0494  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 MN0494  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 MN0494
 MN0494  HORZ ORDER  -  SECOND
 MN0494
 MN0494.The horizontal coordinates were established by classical geodetic methods
 MN0494.and adjusted by the National Geodetic Survey in August 1997..
 MN0494
 MN0494.The orthometric height was scaled from a topographic map.
 MN0494
 MN0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0494
 MN0494.The geoid height was determined by GEOID03.
 MN0494
 MN0494;                    North         East     Units Scale Factor Converg.
 MN0494;SPC NE       -   185,927.651   263,013.652   MT  0.99965876   -1 52 52.0
 MN0494;UTM  13      - 4,593,514.329   680,477.906   MT  1.00000086   +1 25 54.5
 MN0494
 MN0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0494!SPC NE       -   0.99981184  x   0.99965876  =   0.99947067
 MN0494!UTM  13      -   0.99981184  x   1.00000086  =   0.99981270
 MN0494
 MN0494|---------------------------------------------------------------------|
 MN0494| PID    Reference Object                     Distance      Geod. Az  |
 MN0494|                                                           dddmmss.s |
 MN0494| CP7993 FAIRCHILD RM 1                       15.563 METERS 09624     |
 MN0494| CP7992 FAIRCHILD AZ MK                                    1714727.8 |
 MN0494| CP7994 FAIRCHILD RM 2                       16.160 METERS 33910     |
 MN0494|---------------------------------------------------------------------|
 MN0494
 MN0494                          SUPERSEDED SURVEY CONTROL
 MN0494
 MN0494  NAD 83(1995)-  41 28 22.55936(N)    102 50 18.91526(W) AD(       ) 2
 MN0494  NAD 83(1986)-  41 28 22.55386(N)    102 50 18.91840(W) AD(       ) 2
 MN0494  NAD 27      -  41 28 22.62980(N)    102 50 17.19050(W) AD(       ) 2
 MN0494
 MN0494.Superseded values are not recommended for survey control.
 MN0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0494.See file dsdata.txt to determine how the superseded data were derived.
 MN0494
 MN0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8047893514(NAD 83)
 MN0494_MARKER: DS = TRIANGULATION STATION DISK
 MN0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0494_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0494
 MN0494  HISTORY     - Date     Condition        Report By
 MN0494  HISTORY     - 1963     MONUMENTED       CGS
 MN0494
 MN0494                          STATION DESCRIPTION
 MN0494
 MN0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0494'THE STATION IS LOCATED ON THE SOUTHEAST END OF THE HIGHEST
 MN0494'RIDGE IN THE VICINITY IN PASTURE LAND OWNED BY MR. O.H. FAIRCHILD,
 MN0494'ABOUT 9 MILES SOUTH OF BREEDWATER, 8-1/2 MILES NORTHEAST OF
 MN0494'DALTON AND 6 MILES SOUTH OF THE NORTH PLATTE RIVER.
 MN0494'
 MN0494'TO REACH THE STATION FROM THE POST OFFICE IN DALTON, DRIVE
 MN0494'EAST ON THE MAIN STREET FOR 0.5 MILE TO A T-ROAD.  TURN LEFT
 MN0494'AND DRIVE NORTH ON A GRAVELED ROAD FOR 0.15 MILE TO A CROSSROAD.
 MN0494'TURN RIGHT AND DRIVE EAST ON A GRAVELED ROAD FOR 5.1 MILES TO A
 MN0494'CROSSROAD.  TURN LEFT AND DRIVE NORTH ON A GRAVELED ROAD FOR
 MN0494'8.15 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE EAST ON
 MN0494'A BLADED ROAD FOR 1.0 MILE TO THE O.H. FAIRCHILD MAIL BOX
 MN0494'ON THE LEFT AND A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 MN0494'DRIVE SOUTH AND SOUTHEAST ON A RANCH ROAD FOR 2.5 MILES TO THE
 MN0494'O.H.  FAIRCHILD RANCH HOUSE.  DRIVE SOUTH FROM THE RANCH
 MN0494'HOUSE FOR 0.05 MILE TO A WIRE GATE IN AN EAST-WEST FENCE.
 MN0494'PASS THROUGH THE GATE AND DRIVE SOUTH AND SOUTHWEST FOR 0.2
 MN0494'MILE TO A WIRE GATE AT THE NORTHEAST CORNER OF A FENCE
 MN0494'LINE.  PASS THROUGH THE GATE AND DRIVE WEST ON A TRACK
 MN0494'ROAD, ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE, FOR 0.6
 MN0494'MILE.  BEAR LEFT AND DRIVE SOUTHEAST, CROSSING A WASH,
 MN0494'ACROSS A MEADOW ON A DIM TRACK ROAD FOR 0.7 MILE TO WHERE
 MN0494'THE TRACK ROAD SKIRTS THE HEAD OF A WASH.  TURN LEFT AND
 MN0494'DRIVE EAST ON A BLADED ROAD AROUND THE NORTH END OF A
 MN0494'RIDGE AND UP THE EAST SIDE OF THE RIDGE AND FOLLOW A TRACK ROAD
 MN0494'SOUTHERLY FOR 0.85 MILE TO A SADDLE.  CONTINUE
 MN0494'SOUTHEASTERLY ON THE TRACK ROAD FOR 0.4 MILE TO A POINT
 MN0494'ABOUT 0.05 MILE NORTHEAST OF A WINDMILL.  DRIVE
 MN0494'SOUTHEAST FOR 0.1 MILE, CROSSING A WASH, TO A LOW RIDGE.
 MN0494'CONTINUE EASTERLY ON A DIM TRACK ROAD FOR 0.15 MILE TO WHERE
 MN0494'THE TRACK ROAD BEARS LEFT.  LEAVE THE TRACK ROAD AND CONTINUE
 MN0494'EASTERLY, CROSSING ANOTHER WASH AND UP A HILL TO THE TOP OF A
 MN0494'RIDGE FOR 0.15 MILE TO THE AZIMUTH MARK.  FROM THE AZIMUTH
 MN0494'MARK DRIVE NORTHERLY, KEEPING TO THE WEST OF A LARGE ROCK
 MN0494'OUTCROPPING, FOR 0.2 MILE TO SADDLE.  TURN LEFT AND DRIVE
 MN0494'WEST UP A STEEP SLOPE FOR 0.05 MILE TO STATION ON THE HIGHEST
 MN0494'POINT.
 MN0494'
 MN0494'THE STATION MARK IS A STANDARD DISK, STAMPED FAIRCHILD 1963,
 MN0494'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0494'10 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 MN0494'SURFACE.
 MN0494'
 MN0494'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FAIRCHILD NO 1
 MN0494'1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 MN0494'WHICH IS 10 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE
 MN0494'THE GROUND SURFACE.
 MN0494'
 MN0494'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAIRCHILD NO 2 1963,
 MN0494'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 MN0494'IS 10 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE
 MN0494'GROUND SURFACE.
 MN0494'
 MN0494'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FAIRCHILD 1963,
 MN0494'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0494'10 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 MN0494'SURFACE.  IT IS 1.5 FEET NORTHWEST OF A METAL WITNESS POST
 MN0494'WITH A SIGN ATTACHED.
 MN0494'
 MN0494'NOTE--THE LAST 0.05 MILE REQUIRES A 4-WHEEL DRIVE VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1158 ***********************************************************************
 LH1158  DESIGNATION -  FAIRFIELD MUNICIPAL TANK
 LH1158  PID         -  LH1158
 LH1158  STATE/COUNTY-  NE/CLAY
 LH1158  USGS QUAD   -  FAIRFIELD (1969)
 LH1158
 LH1158                         *CURRENT SURVEY CONTROL
 LH1158  ___________________________________________________________________
 LH1158* NAD 83(1995)-  40 25 45.93478(N)    098 06 27.91259(W)     ADJUSTED  
 LH1158* NAVD 88     -                                                        
 LH1158  ___________________________________________________________________
 LH1158  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 LH1158  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 LH1158
 LH1158  HORZ ORDER  -  THIRD
 LH1158
 LH1158.The horizontal coordinates were established by classical geodetic methods
 LH1158.and adjusted by the National Geodetic Survey in August 1997..
 LH1158
 LH1158
 LH1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1158
 LH1158.The geoid height was determined by GEOID03.
 LH1158
 LH1158;                    North         East     Units Scale Factor Converg.
 LH1158;SPC NE       -    67,941.769   660,529.904   MT  0.99983341   +1 15 14.3
 LH1158;UTM  14      - 4,475,803.293   575,683.149   MT  0.99967051   +0 34 43.2
 LH1158
 LH1158                          SUPERSEDED SURVEY CONTROL
 LH1158
 LH1158  NAD 83(1986)-  40 25 45.94212(N)    098 06 27.91223(W) AD(       ) 4
 LH1158  NAD 27      -  40 25 45.89600(N)    098 06 26.73600(W) AD(       ) 3
 LH1158
 LH1158.Superseded values are not recommended for survey control.
 LH1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1158.See file dsdata.txt to determine how the superseded data were derived.
 LH1158
 LH1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7568375803(NAD 83)
 LH1158_MARKER: 53 = ELEVATED TANK
 LH1158
 LH1158  HISTORY     - Date     Condition        Report By
 LH1158  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1158  HISTORY     - 1963     GOOD             CGS
 LH1158
 LH1158                          STATION DESCRIPTION
 LH1158
 LH1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1158'THE STATION IS LOCATED IN THE SOUTHWEST PART OF TOWN, 175 FEET
 LH1158'SOUTH OF RAILROAD TRACKS AND 150 FEET EAST OF A NORTH-SOUTH
 LH1158'ROAD.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK
 LH1158'AND HAS AN OVERALL HEIGHT OF 110 FEET.
 LH1158'
 LH1158'THE POINT OBSERVED WAS THE APEX OF THE ROOF OF TANK.
 LH1158
 LH1158                          STATION RECOVERY (1963)
 LH1158
 LH1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LH1158'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION WAS
 LH1158'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0929 ***********************************************************************
 LG0929  DESIGNATION -  FAIRMONT
 LG0929  PID         -  LG0929
 LG0929  STATE/COUNTY-  NE/FILLMORE
 LG0929  USGS QUAD   -  FAIRMONT (1969)
 LG0929
 LG0929                         *CURRENT SURVEY CONTROL
 LG0929  ___________________________________________________________________
 LG0929* NAD 83(1995)-  40 38 10.51621(N)    097 35 44.52649(W)     ADJUSTED  
 LG0929* NAVD 88     -       503.247  (meters)    1651.07   (feet)  ADJUSTED  
 LG0929  ___________________________________________________________________
 LG0929  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 LG0929  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 LG0929  DYNAMIC HT  -         502.972 (meters)    1650.17  (feet)  COMP
 LG0929  MODELED GRAV-     980,061.7   (mgal)                       NAVD 88
 LG0929
 LG0929  HORZ ORDER  -  SECOND
 LG0929  VERT ORDER  -  FIRST     CLASS II
 LG0929
 LG0929.The horizontal coordinates were established by classical geodetic methods
 LG0929.and adjusted by the National Geodetic Survey in August 1997..
 LG0929
 LG0929.The orthometric height was determined by differential leveling
 LG0929.and adjusted by the National Geodetic Survey in May 1993..
 LG0929
 LG0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0929
 LG0929.The geoid height was determined by GEOID03.
 LG0929
 LG0929.The dynamic height is computed by dividing the NAVD 88
 LG0929.geopotential number by the normal gravity value computed on the
 LG0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0929.degrees latitude (g = 980.6199 gals.).
 LG0929
 LG0929.The modeled gravity was interpolated from observed gravity values.
 LG0929
 LG0929;                    North         East     Units Scale Factor Converg.
 LG0929;SPC NE       -    91,974.908   703,321.642   MT  0.99977280   +1 35 36.0
 LG0929;UTM  14      - 4,499,327.004   618,752.350   MT  0.99977358   +0 54 52.8
 LG0929
 LG0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0929!SPC NE       -   0.99992522  x   0.99977280  =   0.99969804
 LG0929!UTM  14      -   0.99992522  x   0.99977358  =   0.99969882
 LG0929
 LG0929|---------------------------------------------------------------------|
 LG0929| PID    Reference Object                     Distance      Geod. Az  |
 LG0929|                                                           dddmmss.s |
 LG0929| CN9288 FAIRMONT RM 1                        29.971 METERS 07115     |
 LG0929| LG0926 FAIRMONT MUNICIPAL STANDPIPE        APPROX. 0.8 KM 0850923.4 |
 LG0929| LG0932 FAIRMONT AIR BASE WATER TANK        APPROX. 5.7 KM 1522610.6 |
 LG0929| CN9289 FAIRMONT RM 2                        25.743 METERS 17430     |
 LG0929| LG1357 FAIRMONT AZ MK RESET                               1782434.3 |
 LG0929| CN9287 FAIRMONT AZ MK                                     1801829.4 |
 LG0929| LG0934 GENEVA FILLMORE CO CH BELFRY        APPROX.12.3 KM 1824754.8 |
 LG0929| LG0936 GENEVA ST JOSEPH CH STEEPLE         APPROX.12.6 KM 1825207.9 |
 LG0929| LG0935 GENEVA MUNICIPAL STANDPIPE          APPROX.12.3 KM 1841250.2 |
 LG0929| LG0933 GENEVA STATE TRAINING SCH TANK      APPROX.11.2 KM 1872113.2 |
 LG0929| LG0940 GRAFTON ST HELENAS CH BELFRY        APPROX.10.3 KM 2641114.0 |
 LG0929|---------------------------------------------------------------------|
 LG0929
 LG0929                          SUPERSEDED SURVEY CONTROL
 LG0929
 LG0929  NAD 83(1986)-  40 38 10.52346(N)    097 35 44.52782(W) AD(       ) 2
 LG0929  NAD 27      -  40 38 10.50300(N)    097 35 43.34600(W) AD(       ) 2
 LG0929  NGVD 29 (07/19/86)  503.06   (m)         1650.5    (f) LEVELING    3  
 LG0929
 LG0929.Superseded values are not recommended for survey control.
 LG0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0929.See file dsdata.txt to determine how the superseded data were derived.
 LG0929
 LG0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1875299327(NAD 83)
 LG0929_MARKER: DS = TRIANGULATION STATION DISK
 LG0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0929_SP_SET: CONCRETE POST
 LG0929_STAMPING: FAIRMONT 1950
 LG0929_MARK LOGO: CGS   
 LG0929_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0929+STABILITY: SURFACE MOTION
 LG0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0929+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1991
 LG0929
 LG0929  HISTORY     - Date     Condition        Report By
 LG0929  HISTORY     - 1950     MONUMENTED       CGS
 LG0929  HISTORY     - 1950     GOOD             CGS
 LG0929  HISTORY     - 1961     GOOD             CGS
 LG0929  HISTORY     - 1963     GOOD             CGS
 LG0929  HISTORY     - 1963     GOOD             CGS
 LG0929  HISTORY     - 1964     GOOD             CGS
 LG0929  HISTORY     - 19911007 GOOD             NGS
 LG0929
 LG0929                          STATION DESCRIPTION
 LG0929
 LG0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0929'THE STATION IS LOCATED ABOUT 1/2 MILE WEST OF THE TOWN OF
 LG0929'FAIRMONT, AT THE SOUTHEAST END OF THE VIADUCT WHERE U.S. HIGHWAY
 LG0929'81 PASSES OVER THE RAILROAD AND U.S. HIGHWAY 6.  IT IS 57 FEET
 LG0929'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 51.5 FEET NORTHEAST
 LG0929'OF THE SOUTHEAST PILLAR OF VIADUCT AND 38.8 FEET SOUTH OF A
 LG0929'U.S. HIGHWAY 6 SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK
 LG0929'IS STAMPED FAIRMONT 1950.
 LG0929'
 LG0929'REFERENCE MARK NO. 1 IS 32.8 FEET SOUTH OF THE CENTERLINE
 LG0929'OF HIGHWAY 6 AND 8 FEET SOUTH-SOUTHWEST OF THE SOUTH POST
 LG0929'OF A MILEAGE SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK
 LG0929'IS STAMPED FAIRMONT NO 1 1950.
 LG0929'
 LG0929'REFERENCE MARK NO. 2 IS 59 FEET EAST OF THE EMBANKMENT GUARD
 LG0929'RAIL OF HIGHWAY 81 AND 48 FEET SOUTHWEST OF A POWERLINE POLE.
 LG0929'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FAIRMONT
 LG0929'NO 2 1950.
 LG0929'
 LG0929'AZIMUTH MARK IS 79.4 FEET SOUTHEAST OF A HIGHWAY MILEAGE SIGN
 LG0929'(YORK, LINCOLN AND HASTINGS), 45.5 FEET EAST OF THE CENTERLINE
 LG0929'OF HIGHWAY 81 AND 2 FEET NORTH OF A WITNESS POST.  THE MARK
 LG0929'PROJECTS 4 INCHES AND THE DISK IS STAMPED FAIRMONT 1950.
 LG0929'
 LG0929'TO REACH THE AZIMUTH MARK FROM THE SOUTH END OF THE VIADUCT,
 LG0929'GO SOUTH ON HIGHWAY 81 FOR 0.35 MILE TO THE MARK ON THE LEFT
 LG0929'OR EAST SIDE OF THE HIGHWAY.
 LG0929'
 LG0929'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0929
 LG0929                          STATION RECOVERY (1950)
 LG0929
 LG0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0929'RECOVERED IN GOOD CONDITION.
 LG0929
 LG0929                          STATION RECOVERY (1961)
 LG0929
 LG0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LG0929'STATION WAS RECOVERED AS DESCRIBED AND A NEW STEEL WITNESS
 LG0929'POST WAS SET 1 FOOT EAST OF THE STATION MARK.  THE AZIMUTH
 LG0929'MARK WAS NOT RECOVERED AND SHOULD BE LISTED AS DESTROYED
 LG0929'BECAUSE U.S. HIGHWAY 81 RIGHT-OF-WAY HAS BEEN WIDENED AND A
 LG0929'DEEP DITCH OCCUPIES THE AREA WHERE THE AZIMUTH MARK WAS LOCATED.
 LG0929
 LG0929                          STATION RECOVERY (1963)
 LG0929
 LG0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0929'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0929'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD
 LG0929'BEEN DESTROYED BY ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY 81
 LG0929'PREVIOUSLY.  THE STATION MARK IS 1 FOOT WEST OF A NEW STEEL
 LG0929'WITNESS POST, 51.8 FEET NORTHEAST OF THE NORTHEAST CORNER
 LG0929'OF THE EAST ONE AND THE FIRST PIER NORTH OF THE SOUTH ABUTMENT
 LG0929'FOR THE OVERPASS OF U.S. HIGHWAY 81 OVER U.S. HIGHWAY 6,
 LG0929'48.8 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST
 LG0929'ONE AND THE SECOND PIER NORTH OF THE SOUTH ABUTMENT.  THE
 LG0929'MARK IS FLUSH WITH SURFACE OF THE GROUND AND THE DISK IS
 LG0929'STAMPED FAIRMONT 1950.
 LG0929'
 LG0929'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF A STEEL POST AND FLUSH
 LG0929'WITH THE GROUND.
 LG0929'
 LG0929'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A STEEL POST AND FLUSH
 LG0929'WITH THE GROUND.
 LG0929
 LG0929                          STATION RECOVERY (1963)
 LG0929
 LG0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0929'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0929'FOUND AS DESCRIBED AND IN GOOD CONDITION, EXCEPT THE AZIMUTH
 LG0929'MARK AND REFERENCE MARK NO. 2.  THE AZIMUTH MARK HAS BEEN
 LG0929'DESTROYED BY ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY 81
 LG0929'AND REFERENCE MARK NO. 2 HAS BEEN COVERED OR DESTROYED.
 LG0929'
 LG0929'NOTE- U.S. HIGHWAY 81 IS BEING REBUILT FROM THE JUNCTION
 LG0929'OF U.S. HIGHWAY 6 NORTH FOR ABOUT 7 MILES.  THIS STATION
 LG0929'WILL BE REPAIRED AFTER THE ROAD CONSTRUCTION IS FINISHED.
 LG0929
 LG0929                          STATION RECOVERY (1964)
 LG0929
 LG0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG0929'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0929'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD
 LG0929'BEEN DESTROYED BY ROAD CONSTRUCTION WORK.  A NEW AZIMUTH MARK
 LG0929'WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG0929'
 LG0929'STATION IS LOCATED ABOUT 1/2 MILE WEST OF THE TOWN OF FAIRMONT
 LG0929'AND AT THE SOUTH END OF THE VIADUCT WHICH PASSES OVER U.S. HIGHWAY
 LG0929'6 AND THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 57 FEET SOUTH
 LG0929'OF THE CENTERLINE OF U.S. HIGHWAY 6, 51.5 FEET NORTHEAST OF THE
 LG0929'SOUTHEAST PILLAR OF THE VIADUCT, AND 1 FOOT WEST OF A NEW STEEL
 LG0929'WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 LG0929'AND THE DISK IS STAMPED FAIRMONT 1950.  THESE MARKS ARE
 LG0929'DESCRIBED.
 LG0929'
 LG0929'REFERENCE MARK NO. 1 IS 98.33 FEET EAST-NORTHEAST OF THE
 LG0929'STATION, 33 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 6,
 LG0929'AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK PROJECTS
 LG0929'2 INCHES AND THE DISK IS STAMPED FAIRMONT NO 1 1950.
 LG0929'
 LG0929'REFERENCE MARK NO. 2 IS 84.46 FEET SOUTH OF THE STATION, AT
 LG0929'THE EAST FOOT OF A HIGH EMBANKMENT, AND 1 FOOT NORTH OF A
 LG0929'STEEL WITNESS POST.  THE MARK IS 2 INCHES BELOW GROUND LEVEL
 LG0929'AND THE DISK IS STAMPED FAIRMONT NO 2 1950.
 LG0929'
 LG0929'AZIMUTH MARK (RESET) IS 0.3 MILE SOUTH OF THE STATION, 97 FEET
 LG0929'EAST OF THE CENTERLINE OF U.S. HIGHWAY 81, 85 FEET EAST-NORTHEAST
 LG0929'OF THE V FOR U.S. HIGHWAY 81 AND THE TURNOFF TO THE NORTH-NORTHEAST
 LG0929'FOR THE JUNCTION WITH U.S. HIGHWAY 6, 55 FEET EAST OF THE
 LG0929'EAST EDGE OF TURNOFF, 9 FEET SOUTHEAST OF A POWER POLE, 2 FEET
 LG0929'NORTHWEST OF THE CONCRETE ROW MARKER POST FOR THE HIGHWAY,
 LG0929'AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS
 LG0929'4 INCHES AND THE DISK IS STAMPED FAIRMONT 1950 RESET 1964.
 LG0929'THIS MARK IS DESCRIBED.
 LG0929'
 LG0929'TO REACH THE AZIMUTH MARK FROM THE SOUTH END OF THE VIADUCT,
 LG0929'GO SOUTH ON U.S. HIGHWAY 81 FOR 0.3 MILE TO THE MARK ON THE
 LG0929'LEFT AS DESCRIBED.
 LG0929'
 LG0929'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0929
 LG0929                          STATION RECOVERY (1991)
 LG0929
 LG0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0929'IN FAIRMONT, AT THE INTERSECTION OF U.S. HIGHWAYS 81 AND 6, 17.1 M
 LG0929'(56.1 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF U.S. HIGHWAY 6,
 LG0929'13.7 M (44.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE EAST COLUMN
 LG0929'OF THE FIRST PIER NORTH OF THE SOUTH END OF THE U.S. HIGHWAY 81
 LG0929'OVERPASS OF U.S. HIGHWAY 6 AND THE BURLINGTON NORTHERN RAILROAD,
 LG0929'12.5 M (41.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST COLUMN
 LG0929'OF THE 2ND PIER NORTH OF THE SOUTH END OF THE OVERPASS, 9.0 M (29.5
 LG0929'FT) EAST-NORTHEAST OF A WITNESS POST, 8.2 M (26.9 FT) WEST OF THE
 LG0929'CENTER OF A GRAVELED ROAD, AND THE MONUMENT IS RECESSED 0.2 M (0.7
 LG0929'FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0932 ***********************************************************************
 LG0932  DESIGNATION -  FAIRMONT AIR BASE WATER TANK
 LG0932  PID         -  LG0932
 LG0932  STATE/COUNTY-  NE/FILLMORE
 LG0932  USGS QUAD   -  GENEVA (1969)
 LG0932
 LG0932                         *CURRENT SURVEY CONTROL
 LG0932  ___________________________________________________________________
 LG0932* NAD 83(1995)-  40 35 26.09901(N)    097 33 51.95699(W)     ADJUSTED  
 LG0932* NAVD 88     -                                                        
 LG0932  ___________________________________________________________________
 LG0932  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 LG0932  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 LG0932
 LG0932  HORZ ORDER  -  THIRD
 LG0932
 LG0932.The horizontal coordinates were established by classical geodetic methods
 LG0932.and adjusted by the National Geodetic Survey in August 1997..
 LG0932
 LG0932
 LG0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0932
 LG0932.The geoid height was determined by GEOID03.
 LG0932
 LG0932;                    North         East     Units Scale Factor Converg.
 LG0932;SPC NE       -    86,980.403   706,108.084   MT  0.99978508   +1 36 50.6
 LG0932;UTM  14      - 4,494,299.823   621,479.382   MT  0.99978165   +0 56 03.0
 LG0932
 LG0932                          SUPERSEDED SURVEY CONTROL
 LG0932
 LG0932  NAD 83(1986)-  40 35 26.10448(N)    097 33 51.95884(W) AD(       ) 4
 LG0932  NAD 27      -  40 35 26.07800(N)    097 33 50.78700(W) AD(       ) 3
 LG0932
 LG0932.Superseded values are not recommended for survey control.
 LG0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0932.See file dsdata.txt to determine how the superseded data were derived.
 LG0932
 LG0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2147994300(NAD 83)
 LG0932_MARKER: 53 = ELEVATED TANK
 LG0932
 LG0932  HISTORY     - Date     Condition        Report By
 LG0932  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0932  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 LG0932
 LG0932                          STATION DESCRIPTION
 LG0932
 LG0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0932'THIS STATION IS LOCATED APPROXIMATELY 1-1/2 MILES EAST AND 3-1/2
 LG0932'MILES SOUTH OF THE TOWN OF FAIRMONT, AT THE FAIRMONT ARMY AIR
 LG0932'BASE WHICH IS NOW OWNED BY THE STATE OF NEBRASKA.  IT IS A TANK,
 LG0932'SET ON THE TOP OF A ROUND CONCRETE BASE, 80 FEET IN DIAMETER AND
 LG0932'ABOUT 90 FEET HIGH.  THE TANK IS PAINTED YELLOW AND WHITE.
 LG0932'
 LG0932'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 LG0932
 LG0932                          STATION RECOVERY (2004)
 LG0932
 LG0932'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0932'THE STATION SHOULD BE DECLARED DESTROYED. SITE LOCATED. THE TANK IS
 LG0932'NOW ONLY APPROXIMATELY 25 FEET HIGH AND IS A RUSTY COLOR.  THE SITE IS
 LG0932'NOW FILMORE COUNTY INDUSTRIAL AIR PARK, AND IS ONE MILE EAST OF U.S.
 LG0932'HIGHWAY 81. THE SITE IS AT THE SOUTHEAST CORNER OF THE OLD AIR FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0926 ***********************************************************************
 LG0926  DESIGNATION -  FAIRMONT MUNICIPAL STANDPIPE
 LG0926  PID         -  LG0926
 LG0926  STATE/COUNTY-  NE/FILLMORE
 LG0926  USGS QUAD   -  FAIRMONT (1969)
 LG0926
 LG0926                         *CURRENT SURVEY CONTROL
 LG0926  ___________________________________________________________________
 LG0926* NAD 83(1995)-  40 38 12.81163(N)    097 35 08.94381(W)     ADJUSTED  
 LG0926* NAVD 88     -                                                        
 LG0926  ___________________________________________________________________
 LG0926  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 LG0926  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 LG0926
 LG0926  HORZ ORDER  -  THIRD
 LG0926
 LG0926.The horizontal coordinates were established by classical geodetic methods
 LG0926.and adjusted by the National Geodetic Survey in August 1997..
 LG0926
 LG0926
 LG0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0926
 LG0926.The geoid height was determined by GEOID03.
 LG0926
 LG0926;                    North         East     Units Scale Factor Converg.
 LG0926;SPC NE       -    92,068.961   704,155.305   MT  0.99977263   +1 35 59.5
 LG0926;UTM  14      - 4,499,411.176   619,587.070   MT  0.99977603   +0 55 16.0
 LG0926
 LG0926                          SUPERSEDED SURVEY CONTROL
 LG0926
 LG0926  NAD 83(1986)-  40 38 12.81845(N)    097 35 08.94773(W) AD(       ) 4
 LG0926  NAD 27      -  40 38 12.79800(N)    097 35 07.77700(W) AD(       ) 3
 LG0926
 LG0926.Superseded values are not recommended for survey control.
 LG0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0926.See file dsdata.txt to determine how the superseded data were derived.
 LG0926
 LG0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1958799411(NAD 83)
 LG0926_MARKER: 52 = STANDPIPE TANK
 LG0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0926+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1988
 LG0926
 LG0926  HISTORY     - Date     Condition        Report By
 LG0926  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0926  HISTORY     - 1950     GOOD             CGS
 LG0926  HISTORY     - 19880412 GOOD             NGS
 LG0926  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 LG0926
 LG0926                          STATION DESCRIPTION
 LG0926
 LG0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0926'THE STATION IS LOCATED IN THE TOWN OF FAIRMONT, ON THE SOUTH
 LG0926'SIDE OF U.S. HIGHWAY 6, ACROSS THE HIGHWAY FROM THE DEPOT.  IT IS
 LG0926'A STEEL STRUCTURE 10 FEET IN DIAMETER, ABOUT 110 FEET HIGH, AND
 LG0926'IS SILVER IN COLOR.  THE WORD FAIRMONT IS PAINTED ON THE SIDE.
 LG0926'
 LG0926'THE POINT INTERSECTED WAS THE CENTER OF THE STANDPIPE.
 LG0926
 LG0926                          STATION RECOVERY (1950)
 LG0926
 LG0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0926'RECOVERED IN GOOD CONDITION.
 LG0926
 LG0926                          STATION RECOVERY (1988)
 LG0926
 LG0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LG0926'RECOVERED IN GOOD CONDITION.
 LG0926
 LG0926                          STATION RECOVERY (2004)
 LG0926
 LG0926'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0926'STATION NOT FOUND. SITE LOCATED. DEPOT FOUND, BUT NO STANDPIPE EXISTS
 LG0926'ACROSS U.S. HIGHWAY 6 FROM THE DEPOT. THERE ARE ONLY BUILDINGS WHERE
 LG0926'THE OLD STANDPIPE WAS.  THE STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1372 ***********************************************************************
 LF1372  DESIGNATION -  FALLS CITY
 LF1372  PID         -  LF1372
 LF1372  STATE/COUNTY-  NE/RICHARDSON
 LF1372  USGS QUAD   -  FALLS CITY (1984)
 LF1372
 LF1372                         *CURRENT SURVEY CONTROL
 LF1372  ___________________________________________________________________
 LF1372* NAD 83(1995)-  40 04 13.68402(N)    095 36 12.28867(W)     ADJUSTED  
 LF1372* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 LF1372  ___________________________________________________________________
 LF1372  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 LF1372  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LF1372
 LF1372  HORZ ORDER  -  FIRST
 LF1372
 LF1372.The horizontal coordinates were established by classical geodetic methods
 LF1372.and adjusted by the National Geodetic Survey in August 1997..
 LF1372
 LF1372.The orthometric height was scaled from a topographic map.
 LF1372
 LF1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1372
 LF1372.The geoid height was determined by GEOID03.
 LF1372
 LF1372;                    North         East     Units Scale Factor Converg.
 LF1372;SPC NE       -    35,864.318   874,881.978   MT  0.99996890   +2 54 49.0
 LF1372;SPC KS N     -   195,559.983   604,431.474   MT  1.00005921   +1 30 58.9
 LF1372;SPC MO W     -   433,875.324   755,876.720   MT  1.00005020   -0 42 37.3
 LF1372;UTM  15      - 4,438,826.622   277,988.772   MT  1.00020681   -1 40 35.7
 LF1372
 LF1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1372!SPC NE       -   0.99995583  x   0.99996890  =   0.99992473
 LF1372!SPC KS N     -   0.99995583  x   1.00005921  =   1.00001503
 LF1372!SPC MO W     -   0.99995583  x   1.00005020  =   1.00000602
 LF1372!UTM  15      -   0.99995583  x   1.00020681  =   1.00016263
 LF1372
 LF1372|---------------------------------------------------------------------|
 LF1372| PID    Reference Object                     Distance      Geod. Az  |
 LF1372|                                                           dddmmss.s |
 LF1372| CL6509 FALLS CITY RM 1                      20.254 METERS 10857     |
 LF1372| LF1373 DECKINGER RESET                     APPROX.10.7 KM 1363211.0 |
 LF1372| LF1370 FALLS CITY ST PET AND PAULS CH      APPROX. 1.0 KM 1384524.4 |
 LF1372| LF1374 FALLS CITY CO SHERIFFS MAST         APPROX. 0.9 KM 1743408.6 |
 LF1372| CL6511 FALLS CITY RM 3                      10.430 METERS 19428     |
 LF1372| CL6510 FALLS CITY RM 2                      22.260 METERS 20930     |
 LF1372| LF1371 FALLS CITY MUNICIPAL TANK            79.246 METERS 27147     |
 LF1372| CL6508 FALLS CITY AZ MK                                   2730100.8 |
 LF1372| LF1376 VERDON MUNICIPAL TANK               APPROX.12.1 KM 3144634.5 |
 LF1372|---------------------------------------------------------------------|
 LF1372
 LF1372                          SUPERSEDED SURVEY CONTROL
 LF1372
 LF1372  NAD 83(1986)-  40 04 13.69044(N)    095 36 12.28546(W) AD(       ) 1
 LF1372  NAD 27      -  40 04 13.68300(N)    095 36 11.34200(W) AD(       ) 1
 LF1372
 LF1372.Superseded values are not recommended for survey control.
 LF1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1372.See file dsdata.txt to determine how the superseded data were derived.
 LF1372
 LF1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7798938827(NAD 83)
 LF1372_MARKER: DD = SURVEY DISK
 LF1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1372
 LF1372  HISTORY     - Date     Condition        Report By
 LF1372  HISTORY     - 1945     MONUMENTED       CGS
 LF1372  HISTORY     - 1958     GOOD             CGS
 LF1372  HISTORY     - 1966     GOOD             CGS
 LF1372
 LF1372                          STATION DESCRIPTION
 LF1372
 LF1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1372'STATION IS LOCATED IN THE N SECTION OF FALLS CITY, ON GROUNDS OF THE
 LF1372'FALLS CITY PUBLIC SCHOOL.  THE MARK IS SITUATED ON THE N SIDE
 LF1372'OF THE SQUARE, 175 FEET NW OF THE NW CORNER OF THE SCHOOL BUILDING,
 LF1372'AND 64 FEET S OF THE APPROXIMATE CENTER OF TWENTY-SIXTH STREET.
 LF1372'
 LF1372'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 LF1372'CONCRETE POST, STAMPED FALLS CITY 1945, AND FLUSH WITH THE GROUND
 LF1372'SURFACE.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 LF1372'CONCRETE.
 LF1372'
 LF1372'REFERENCE MARK 1 IS 66.45 FEET ESE OF THE STATION AND 84 FEET
 LF1372'S OF THE APPROXIMATE CENTER OF TWENTY-SIXTH STREET.  IT IS A
 LF1372'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST, STAMPED
 LF1372'FALLS CITY NO 1 1945, AND FLUSH WITH THE GROUND.
 LF1372'
 LF1372'REFERENCE MARK 2 IS 73.03 FEET SSW OF THE STATION AND 5 FEET
 LF1372'NNE OF THE CENTER OF A 12-INCH CEDAR TREE.  IT IS A BRONZE REFERENCE
 LF1372'DISK SET IN TOP OF A CONCRETE POST, STAMPED FALLS CITY NO 2 1945,
 LF1372'AND FLUSH WITH THE SURFACE OF THE GROUND.
 LF1372'
 LF1372'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE W OF THE STATION, AT
 LF1372'THE DEAD END OF TWENTY-SIXTH STREET, 20 FEET W OF THE APPROXIMATE
 LF1372'CENTER OF A N-S STREET, AT A FENCE CORNER, AND 2 FEET E OF A
 LF1372'STANDARD WITNESS POST.  IT IS A BRONZE AZIMUTH DISK, SET IN TOP
 LF1372'OF A CONCRETE POST, STAMPED FALLS CITY 1945, AND PROJECTS 4
 LF1372'INCHES.
 LF1372'
 LF1372'A TRAVERSE CONNECTION WAS MADE TO THE FALLS CITY MUNICIPAL WATER
 LF1372'TANK, DISTANCE-79.248 METERS, 260.0 FEET.
 LF1372'
 LF1372'TO REACH THE STATION FROM THE NW CORNER OF THE COURTHOUSE
 LF1372'SQUARE IN FALLS CITY, GO N ON STONE STREET FOR 0.5 MILE TO THE
 LF1372'SCHOOLHOUSE AND STATION ON THE OPPOSITE SIDE OF THE SQUARE AS
 LF1372'DESCRIBED.
 LF1372'
 LF1372'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LF1372
 LF1372                          STATION RECOVERY (1958)
 LF1372
 LF1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LF1372'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LF1372'IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH WAS REMOVED
 LF1372'FOR THE CONSTRUCTION OF A NEW FALLS CITY PUBLIC SCHOOL.  REFERENCE
 LF1372'MARK NO. 3 WAS ESTABLISHED WHEN THE NEW SCHOOL WAS COMPLETED.  THE
 LF1372'AZIMUTH MARK IS NOT VISIBLE FROM THE STATION DUE TO THE GROWTH
 LF1372'OF TREES AND BUSHES.  THE OLD SCHOOL BUILDING HAS BEEN RAZED.  A
 LF1372'COMPLETE DESCRIPTION FOLLOWS.
 LF1372'
 LF1372'STATION IS LOCATED IN THE NORTH SECTION OF THE TOWN OF FALLS CITY
 LF1372'ON THE GROUNDS OF THE FALLS CITY PUBLIC SCHOOL ABOUT 260 FEET
 LF1372'EAST OF THE FALLS CITY, MUNICIPAL WATER TANK, 154 FEET
 LF1372'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING,
 LF1372'122 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE SCHOOL
 LF1372'BUILDING, AND 34 FEET NORTH OF THE NORTH SIDE OF THE SCHOOL
 LF1372'BUILDING.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 LF1372'THE DISK IS STAMPED FALLS CITY 1945.
 LF1372'
 LF1372'REFERENCE MARK NO. 1 IS 66.45 FEET EAST-SOUTHEAST OF THE STATION,
 LF1372'56 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF SCHOOL BUILDING,
 LF1372'AND 12.5 FEET NORTH OF THE NORTH SIDE OF THE SCHOOL BUILDING.  THE
 LF1372'MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LF1372'STAMPED FALLS CITY NO 1 1945.
 LF1372'
 LF1372'REFERENCE MARK NO. 3 IS SOUTH-SOUTHWEST 34.22 FEET OF THE STATION,
 LF1372'143 FEET EAST OF THE NORTHWEST CORNER OF THE SCHOOL, 126 WEST OF
 LF1372'THE NORTHEAST CORNER OF THE SCHOOL, AND 6 INCHES NORTH OF THE
 LF1372'NORTH SIDE OF THE SCHOOL BUILDING.  THE MARK IS FLUSH WITH THE
 LF1372'SURFACE OF THE GROUND AND THE DISK IS STAMPED FALLS CITY NO 3
 LF1372'1945.
 LF1372'
 LF1372'AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, AT THE DEAD-END
 LF1372'OF TWENTY-SIXTH STREET, 20 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LF1372'STREET, AND 1 FOOT NORTHEAST OF A FENCE CORNER.  THE MARK IS FLUSH
 LF1372'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED FALLS
 LF1372'CITY 1945.
 LF1372'
 LF1372'THE DISTANCE TO THE WATER TANK WAS CHECKED AND FOUND TO BE 260.0
 LF1372'FEET.
 LF1372'
 LF1372'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 LF1372'SQUARE IN FALLS CITY, GO NORTH ON STONE STREET FOR 0.5 MILE TO
 LF1372'THE SCHOOL AND THE STATION AS DESCRIBED.
 LF1372
 LF1372                          STATION RECOVERY (1966)
 LF1372
 LF1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LF1372'THE STATION, R.M. NO. 1, R.M. NO. 3 AND THE AZIMUTH MARK RECOVERED
 LF1372'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 LF1372'IN THE WAY OF CONSTRUCTION OF A NEW STREET.  THIS MARK WAS
 LF1372'DESTROYED AND A NEW MARK COULD NOT BE ESTABLISHED AS NO OBJECTS
 LF1372'WERE VISIBLE FROM THE GROUND.
 LF1372'
 LF1372'THE STATION MARK RECOVERED AS DESCRIBED AND IS 1.56 FEET NORTHWEST
 LF1372'OF THE WEST STEEL PIPE SUPPORTING PLAYGROUND SWINGS.
 LF1372'
 LF1372'THE FALLS CITY MUNICIPAL TANK, MENTIONED IN THE 1945 AND
 LF1372'1958 DESCRIPTIONS, HAS BEEN TORN DOWN.  A NEW TANK HAS BEEN BUILT
 LF1372'ABOUT 0.25 MILE WEST OF THE ORIGINAL SITE.
 LF1372'
 LF1372'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 LF1372'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1374 ***********************************************************************
 LF1374  DESIGNATION -  FALLS CITY CO SHERIFFS MAST
 LF1374  PID         -  LF1374
 LF1374  STATE/COUNTY-  NE/RICHARDSON
 LF1374  USGS QUAD   -  FALLS CITY (1984)
 LF1374
 LF1374                         *CURRENT SURVEY CONTROL
 LF1374  ___________________________________________________________________
 LF1374* NAD 83(1995)-  40 03 43.93842(N)    095 36 08.60815(W)     ADJUSTED  
 LF1374* NAVD 88     -                                                        
 LF1374  ___________________________________________________________________
 LF1374  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 LF1374  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LF1374
 LF1374  HORZ ORDER  -  THIRD
 LF1374
 LF1374.The horizontal coordinates were established by classical geodetic methods
 LF1374.and adjusted by the National Geodetic Survey in August 1997..
 LF1374
 LF1374
 LF1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1374
 LF1374.The geoid height was determined by GEOID03.
 LF1374
 LF1374;                    North         East     Units Scale Factor Converg.
 LF1374;SPC NE       -    34,952.513   875,015.720   MT  0.99997247   +2 54 51.4
 LF1374;SPC KS N     -   194,645.107   604,542.953   MT  1.00005715   +1 31 01.2
 LF1374;UTM  15      - 4,437,906.821   278,049.132   MT  1.00020648   -1 40 32.3
 LF1374
 LF1374                          SUPERSEDED SURVEY CONTROL
 LF1374
 LF1374  NAD 83(1986)-  40 03 43.94486(N)    095 36 08.60480(W) AD(       ) 4
 LF1374  NAD 27      -  40 03 43.94300(N)    095 36 07.66100(W) AD(       ) 3
 LF1374
 LF1374.Superseded values are not recommended for survey control.
 LF1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1374.See file dsdata.txt to determine how the superseded data were derived.
 LF1374
 LF1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7804937907(NAD 83)
 LF1374
 LF1374  HISTORY     - Date     Condition        Report By
 LF1374  HISTORY     - 1945     FIRST OBSERVED   CGS
 LF1374
 LF1374                          STATION DESCRIPTION
 LF1374
 LF1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1374'STATION IS SITUATED ON THE TOP OF THE COURTHOUSE IN THE CITY OF
 LF1374'FALLS CITY.  IT IS A FOUR-LEGGED, STEEL STRUCTURE PAINTED RED AND
 LF1374'WHITE-STRIPED AND PROJECTS ABOUT 112 FEET ABOVE THE BUILDING.
 LF1374'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 LF1374'
 LF1374'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1370 ***********************************************************************
 LF1370  DESIGNATION -  FALLS CITY ST PET AND PAULS CH
 LF1370  PID         -  LF1370
 LF1370  STATE/COUNTY-  NE/RICHARDSON
 LF1370  USGS QUAD   -  FALLS CITY (1984)
 LF1370
 LF1370                         *CURRENT SURVEY CONTROL
 LF1370  ___________________________________________________________________
 LF1370* NAD 83(1995)-  40 03 48.23369(N)    095 35 43.24847(W)     ADJUSTED  
 LF1370* NAVD 88     -                                                        
 LF1370  ___________________________________________________________________
 LF1370  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 LF1370  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LF1370
 LF1370  HORZ ORDER  -  THIRD
 LF1370
 LF1370.The horizontal coordinates were established by classical geodetic methods
 LF1370.and adjusted by the National Geodetic Survey in August 1997..
 LF1370
 LF1370
 LF1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1370
 LF1370.The geoid height was determined by GEOID03.
 LF1370
 LF1370;                    North         East     Units Scale Factor Converg.
 LF1370;SPC NE       -    35,115.397   875,609.178   MT  0.99997195   +2 55 08.2
 LF1370;SPC KS N     -   194,793.483   605,140.257   MT  1.00005745   +1 31 17.3
 LF1370;UTM  15      - 4,438,021.718   278,653.861   MT  1.00020318   -1 40 16.1
 LF1370
 LF1370                          SUPERSEDED SURVEY CONTROL
 LF1370
 LF1370  NAD 83(1986)-  40 03 48.24015(N)    095 35 43.24521(W) AD(       ) 4
 LF1370  NAD 27      -  40 03 48.23100(N)    095 35 42.30000(W) AD(       ) 3
 LF1370
 LF1370.Superseded values are not recommended for survey control.
 LF1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1370.See file dsdata.txt to determine how the superseded data were derived.
 LF1370
 LF1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7865438022(NAD 83)
 LF1370_MARKER: 90 = CHURCH SPIRE
 LF1370
 LF1370  HISTORY     - Date     Condition        Report By
 LF1370  HISTORY     - 1945     FIRST OBSERVED   CGS
 LF1370
 LF1370                          STATION DESCRIPTION
 LF1370
 LF1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1370'STATION IS LOCATED IN THE E SECTION OF THE CITY, APPROXIMATELY
 LF1370'138 FEET E OF THE APPROXIMATE CENTER OF FULTON STREET AND
 LF1370'ABOUT 200 FEET SE OF THE INTERSECTION OF FULTON AND NINETEENTH
 LF1370'STREET.  THE SPIRE IS OF RED-TILE CONSTRUCTION, HAVING A CROSS
 LF1370'AT THE TOP AND A CLOCK AT THE BASE, AND IS APPROXIMATELY 100
 LF1370'FEET HIGH.  THE POINT OBSERVED UPON WAS THE BASE OF THE CROSS.
 LF1370'
 LF1370'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0394 ***********************************************************************
 LJ0394  DESIGNATION -  FARNAM
 LJ0394  PID         -  LJ0394
 LJ0394  STATE/COUNTY-  NE/FRONTIER
 LJ0394  USGS QUAD   -  FARNAM (1970)
 LJ0394
 LJ0394                         *CURRENT SURVEY CONTROL
 LJ0394  ___________________________________________________________________
 LJ0394* NAD 83(1995)-  40 40 22.23414(N)    100 14 26.43573(W)     ADJUSTED  
 LJ0394* NAVD 88     -       868.06   (+/-2cm)    2848.0    (feet)  VERTCON   
 LJ0394  ___________________________________________________________________
 LJ0394  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 LJ0394  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 LJ0394
 LJ0394  HORZ ORDER  -  THIRD
 LJ0394  VERT ORDER  -  THIRD ? (See Below)
 LJ0394
 LJ0394.The horizontal coordinates were established by classical geodetic methods
 LJ0394.and adjusted by the National Geodetic Survey in August 1997..
 LJ0394
 LJ0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0394.The vertical order pertains to the NGVD 29 superseded value.
 LJ0394
 LJ0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0394
 LJ0394.The geoid height was determined by GEOID03.
 LJ0394
 LJ0394;                    North         East     Units Scale Factor Converg.
 LJ0394;SPC NE       -    93,238.076   479,655.678   MT  0.99976341   -0 09 34.2
 LJ0394;UTM  14      - 4,503,180.523   395,141.725   MT  0.99973534   -0 48 31.2
 LJ0394
 LJ0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0394!SPC NE       -   0.99986753  x   0.99976341  =   0.99963097
 LJ0394!UTM  14      -   0.99986753  x   0.99973534  =   0.99960291
 LJ0394
 LJ0394:                Primary Azimuth Mark                     Grid Az
 LJ0394:SPC NE       -  FARNAM AZ MK                             020 02 12.4
 LJ0394:UTM  14      -  FARNAM AZ MK                             020 41 09.4
 LJ0394
 LJ0394|---------------------------------------------------------------------|
 LJ0394| PID    Reference Object                     Distance      Geod. Az  |
 LJ0394|                                                           dddmmss.s |
 LJ0394| CN9296 FARNAM AZ MK                                       0195238.2 |
 LJ0394| CN9297 FARNAM AZ MK 2                                     0195337.2 |
 LJ0394| LJ0393 FARNAM MUNICIPAL STANDPIPE          APPROX. 4.7 KM 0285201.6 |
 LJ0394| CN9300 FARNAM RM 3                          20.414 METERS 06033     |
 LJ0394| CN9298 FARNAM RM 1                          11.804 METERS 07038     |
 LJ0394| CN9299 FARNAM RM 2                          11.701 METERS 20250     |
 LJ0394| CN9301 FARNAM RM 4                          11.425 METERS 21346     |
 LJ0394| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.13.5 KM 2782010.1 |
 LJ0394|---------------------------------------------------------------------|
 LJ0394
 LJ0394                          SUPERSEDED SURVEY CONTROL
 LJ0394
 LJ0394  NAD 83(1986)-  40 40 22.23967(N)    100 14 26.44231(W) AD(       ) 3
 LJ0394  NAD 27      -  40 40 22.20649(N)    100 14 24.94432(W) AD(       ) 3
 LJ0394  NGVD 29 (07/19/86)  867.73   (m)         2846.9    (f) LEVELING    3  
 LJ0394
 LJ0394.Superseded values are not recommended for survey control.
 LJ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0394.See file dsdata.txt to determine how the superseded data were derived.
 LJ0394
 LJ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9514203181(NAD 83)
 LJ0394_MARKER: DS = TRIANGULATION STATION DISK
 LJ0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0394
 LJ0394  HISTORY     - Date     Condition        Report By
 LJ0394  HISTORY     - 1951     MONUMENTED       CGS
 LJ0394  HISTORY     - 1970     GOOD             USGS
 LJ0394  HISTORY     - 1971     GOOD             NGS
 LJ0394
 LJ0394                          STATION DESCRIPTION
 LJ0394
 LJ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0394'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF FARNAM,
 LJ0394'ON THE HIGHEST POINT OF A RIDGE IN A FENCE CORNER, JUST NORTHWEST
 LJ0394'OF WHERE A GRADED ROAD CURVES FROM THE WEST TO THE SOUTH AND
 LJ0394'0.05 MILE NORTHWEST ACROSS THE ROAD FROM A SCHOOLHOUSE.  IT
 LJ0394'IS 34.0 FEET NORTHWEST OF THE CENTER OF THE CURVE WHERE THE
 LJ0394'GRADED ROAD CURVES FROM THE WEST TO THE SOUTH, 5.0 FEET
 LJ0394'SOUTHEAST OF A FENCE CORNER AND 4.0 FEET SOUTH OF A WITNESS
 LJ0394'POST.  IT PROJECTS 2 INCHES AND IS STAMPED FARNAM 1951.
 LJ0394'
 LJ0394'REFERENCE MARK NO. 1 IS 22.0 FEET NORTH OF THE CENTER OF THE
 LJ0394'GRADED ROAD WHERE IT STARTS TO CURVE FROM THE WEST TO THE
 LJ0394'SOUTH AND 1.0 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS
 LJ0394'3 INCHES AND IS STAMPED FARNAM NO 1 1951.
 LJ0394'
 LJ0394'REFERENCE MARK NO. 2 IS 22.0 FEET WEST OF THE CENTER OF THE
 LJ0394'GRADED ROAD WHERE IT FINISHES THE CURVE FROM THE WEST TO THE
 LJ0394'SOUTH AND SET IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2
 LJ0394'INCHES AND IS STAMPED FARNAM NO 2 1951.
 LJ0394'
 LJ0394'THE DISTANCE BETWEEN REFERENCE MARKS IS 70.4 FEET.
 LJ0394'
 LJ0394'THE AZIMUTH MARK IS 35.0 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LJ0394'GRADED ROAD, 2.0 FEET SOUTHEAST OF A POWERLINE POLE AND 2.0
 LJ0394'FEET SOUTHWEST OF A WITNESS POST.  IT PROJECTS 2 INCHES AND IS
 LJ0394'STAMPED FARNAM 1951.
 LJ0394'
 LJ0394'TO REACH THE STATION FROM THE DEPOT IN FARNAM, GO SOUTH ON A
 LJ0394'GRAVELED ROAD FOR 0.15 MILE TO A Y FORK.  TAKE RIGHT FORK AND
 LJ0394'GO WEST ON A GRAVELED ROAD FOR 0.65 MILE TO A T ROAD SOUTH,
 LJ0394'TURN LEFT, SOUTH, ON A GRADED ROAD FOR 1.0 MILE TO A T
 LJ0394'INTERSECTION.  TURN RIGHT, WEST, ON A GRADED ROAD FOR 0.3 MILE TO
 LJ0394'THE TOP OF A HILL AND THE AZIMUTH MARK ON THE RIGHT AS
 LJ0394'DESCRIBED.  CONTINUE WEST FOR 0.15 MILE TO A T ROAD SOUTH, TURN
 LJ0394'LEFT, SOUTH, ON A GRADED ROAD FOR 0.8 MILE TO WHERE THE
 LJ0394'MAIN ROAD TURNS WEST.  TURN RIGHT, WEST, ON THE MAIN ROAD FOR
 LJ0394'0.2 MILE TO WHERE THE ROAD CURVES TO THE SOUTH AND THE
 LJ0394'STATION ON THE RIGHT AS DESCRIBED.
 LJ0394'
 LJ0394'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LJ0394
 LJ0394                          STATION RECOVERY (1970)
 LJ0394
 LJ0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 LJ0394'STATION MARK APPEARS TO BE OK AS DESCRIBED.  R.M. 1 AND 2 AND
 LJ0394'THE AZ MK ALL HAVE HAVE BEEN DESTROYED.  THESE MARKS WERE
 LJ0394'FOUND IN THE ROAD SIDE DITCH.
 LJ0394'
 LJ0394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5
 LJ0394'MILES SOUTHWEST OF FARNAM
 LJ0394
 LJ0394                          STATION RECOVERY (1971)
 LJ0394
 LJ0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LJ0394'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 LJ0394'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 LJ0394'MARK WERE FOUND DESTROYED.
 LJ0394'
 LJ0394'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND A NEW AZIMUTH
 LJ0394'MARK WERE SET.
 LJ0394'
 LJ0394'FOLLOWING IS A NEW DESCRIPTION.
 LJ0394'
 LJ0394'TO REACH THE STATION FROM THE DEPOT AT FARNAM, GO SOUTH ON A
 LJ0394'GRAVELED ROAD FOR 0.3 MILE TO A ROAD FORK.  TURN RIGHT AND GO
 LJ0394'WEST ON A GRAVELED ROAD FOR 0.75 MILES TO A SIDE ROAD ON THE LEFT.
 LJ0394'TURN LEFT AND GO SOUTH ON A GRADED ROAD FOR 1.0 MILE TO A
 LJ0394'T-INTERSECTION.  TURN RIGHT AND GO WEST ON A DIRT ROAD FOR 0.35
 LJ0394'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE
 LJ0394'DIRT ROAD FOR 0.1 MILE TO A ROAD FORK.  TURN LEFT AND GO SOUTH
 LJ0394'ON A DIRT ROAD FOR 0.9 MILE TO A T-INTERSECTION.  TURN RIGHT
 LJ0394'AND GO WEST ON A DIRT ROAD FOR 0.15 MILE TO WHERE THE ROAD
 LJ0394'TURNS SOUTH AND THE STATION ON THE RIGHT.
 LJ0394'
 LJ0394'STATION MARK, A STANDARD DISK STAMPED FARNAM 1951, IS SET IN THE
 LJ0394'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 LJ0394'73.5 FEET NORTH-NORTHEAST OF A POWERLINE POLE WITH GUYS, 38
 LJ0394'FEET NORTHWEST OF THE CENTER OF THE DIRT ROAD, 4 FEET SOUTHEAST
 LJ0394'OF A JOG IN THE FENCE, AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 LJ0394'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LJ0394'
 LJ0394'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FARNAM 1951 NO. 3
 LJ0394'1971, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LJ0394'4 INCHES.  IT IS 74 FEET EAST-NORTHEAST OF THE JOG IN THE
 LJ0394'FENCE, 35 FEET NORTH OF THE CENTER OF THE DIRT ROAD, AND 4 FEET
 LJ0394'NORTH OF THE SOUTH EDGE OF A ROAD DITCH.
 LJ0394'
 LJ0394'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED FARNAM 1951 NO. 4
 LJ0394'1971, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LJ0394'3 INCHES.  IT IS 39 FEET WEST OF THE CENTER OF THE DIRT ROAD,
 LJ0394'37 FEET NORTH-NORTHEAST OF A POWERLINE POLE WITH THE GUYS,
 LJ0394'AND 3 FEET WEST OF THE OLD FENCE.
 LJ0394'
 LJ0394'AZIMUTH MARK, A STANDARD DISK STAMPED FARNAM 1951 1971, IS SET
 LJ0394'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LJ0394'IT IS 32 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 4 FEET
 LJ0394'EAST OF A POWERLINE POLE, AND 1.5 FEET WEST OF A METAL WITNESS
 LJ0394'POST.
 LJ0394'
 LJ0394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5
 LJ0394'MILES SOUTHWEST OF FARNAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0393 ***********************************************************************
 LJ0393  DESIGNATION -  FARNAM MUNICIPAL STANDPIPE
 LJ0393  PID         -  LJ0393
 LJ0393  STATE/COUNTY-  NE/DAWSON
 LJ0393  USGS QUAD   -  FARNAM (1970)
 LJ0393
 LJ0393                         *CURRENT SURVEY CONTROL
 LJ0393  ___________________________________________________________________
 LJ0393* NAD 83(1995)-  40 42 34.86446(N)    100 12 50.34330(W)     ADJUSTED  
 LJ0393* NAVD 88     -                                                        
 LJ0393  ___________________________________________________________________
 LJ0393  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 LJ0393  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 LJ0393
 LJ0393  HORZ ORDER  -  THIRD
 LJ0393
 LJ0393.The horizontal coordinates were established by classical geodetic methods
 LJ0393.and adjusted by the National Geodetic Survey in August 1997..
 LJ0393
 LJ0393
 LJ0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0393
 LJ0393.The geoid height was determined by GEOID03.
 LJ0393
 LJ0393;                    North         East     Units Scale Factor Converg.
 LJ0393;SPC NE       -    97,322.345   481,922.092   MT  0.99975436   -0 08 30.5
 LJ0393;UTM  14      - 4,507,238.726   397,454.238   MT  0.99972943   -0 47 30.7
 LJ0393
 LJ0393                          SUPERSEDED SURVEY CONTROL
 LJ0393
 LJ0393  NAD 83(1986)-  40 42 34.87012(N)    100 12 50.34875(W) AD(       ) 4
 LJ0393  NAD 27      -  40 42 34.84141(N)    100 12 48.85637(W) AD(       ) 3
 LJ0393
 LJ0393.Superseded values are not recommended for survey control.
 LJ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0393.See file dsdata.txt to determine how the superseded data were derived.
 LJ0393
 LJ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9745407239(NAD 83)
 LJ0393_MARKER: 52 = STANDPIPE TANK
 LJ0393
 LJ0393  HISTORY     - Date     Condition        Report By
 LJ0393  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0393  HISTORY     - 1951     GOOD             CGS
 LJ0393
 LJ0393                          STATION DESCRIPTION
 LJ0393
 LJ0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0393'POINT OBSERVED UPON IS THE CENTER OF MUNICIPAL STANDPIPE.  IT
 LJ0393'IS LOCATED IN THE NORTHERN PART OF TOWN JUST SOUTH OF SCHOOL
 LJ0393'ATHLETIC FIELD.  STANDPIPE IS ABOUT 100 FEET HIGH.
 LJ0393'
 LJ0393'STATION WAS OBSERVED FROM TRIANGULATION STATIONS BRACE AND EARL.
 LJ0393
 LJ0393                          STATION RECOVERY (1951)
 LJ0393
 LJ0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0393'THE STATION IS LOCATED NEAR THE NORTH-CENTRAL EDGE OF FARNAM
 LJ0393'AND JUST WEST OF THE PUBLIC SCHOOL BUILDING.  IT IS A CYLINDRICAL
 LJ0393'STEEL STRUCTURE, HAS A CONICAL ROOF WITH A FINIAL AT THE APEX
 LJ0393'AND AN OVER-ALL HEIGHT OF 105.0 FEET.
 LJ0393'
 LJ0393'THE POINT OBSERVED UPON WAS THE FINIAL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1099 ***********************************************************************
 ML1099  DESIGNATION -  FARWELL
 ML1099  PID         -  ML1099
 ML1099  STATE/COUNTY-  NE/HOWARD
 ML1099  USGS QUAD   -  NYSTED (1974)
 ML1099
 ML1099                         *CURRENT SURVEY CONTROL
 ML1099  ___________________________________________________________________
 ML1099* NAD 83(1995)-  41 14 31.74937(N)    098 35 51.23809(W)     ADJUSTED  
 ML1099* NAVD 88     -       623.     (meters)    2044.     (feet)  SCALED    
 ML1099  ___________________________________________________________________
 ML1099  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 ML1099  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 ML1099
 ML1099  HORZ ORDER  -  SECOND
 ML1099
 ML1099.The horizontal coordinates were established by classical geodetic methods
 ML1099.and adjusted by the National Geodetic Survey in August 1997..
 ML1099
 ML1099.The orthometric height was scaled from a topographic map.
 ML1099
 ML1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1099
 ML1099.The geoid height was determined by GEOID03.
 ML1099
 ML1099;                    North         East     Units Scale Factor Converg.
 ML1099;SPC NE       -   157,368.054   617,517.081   MT  0.99966913   +0 55 45.8
 ML1099;UTM  14      - 4,565,716.936   533,721.168   MT  0.99961399   +0 15 55.1
 ML1099
 ML1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1099!SPC NE       -   0.99990609  x   0.99966913  =   0.99957525
 ML1099!UTM  14      -   0.99990609  x   0.99961399  =   0.99952011
 ML1099
 ML1099:                Primary Azimuth Mark                     Grid Az
 ML1099:SPC NE       -  ST PAUL MUNICIPAL STANDPIPE              103 20 38.6
 ML1099:UTM  14      -  ST PAUL MUNICIPAL STANDPIPE              104 00 29.3
 ML1099
 ML1099|---------------------------------------------------------------------|
 ML1099| PID    Reference Object                     Distance      Geod. Az  |
 ML1099|                                                           dddmmss.s |
 ML1099| ML1084 ST PAUL MUNICIPAL STANDPIPE         APPROX.12.1 KM 1041624.4 |
 ML1099| CN9303 FARWELL RM 1                         19.041 METERS 13347     |
 ML1099| CN9304 FARWELL RM 2                         20.288 METERS 22753     |
 ML1099| CN9302 FARWELL AZ MK                                      2694951.5 |
 ML1099|---------------------------------------------------------------------|
 ML1099
 ML1099                          SUPERSEDED SURVEY CONTROL
 ML1099
 ML1099  NAD 83(1986)-  41 14 31.75731(N)    098 35 51.24253(W) AD(       ) 2
 ML1099  NAD 27      -  41 14 31.71400(N)    098 35 49.97800(W) AD(       ) 2
 ML1099
 ML1099.Superseded values are not recommended for survey control.
 ML1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1099.See file dsdata.txt to determine how the superseded data were derived.
 ML1099
 ML1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3372165717(NAD 83)
 ML1099_MARKER: DS = TRIANGULATION STATION DISK
 ML1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1099_STAMPING: FARWELL 1951
 ML1099_MARK LOGO: CGS   
 ML1099_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1099+STABILITY: SURFACE MOTION
 ML1099
 ML1099  HISTORY     - Date     Condition        Report By
 ML1099  HISTORY     - 1951     MONUMENTED       CGS
 ML1099  HISTORY     - 1958     SEE DESCRIPTION  CGS
 ML1099  HISTORY     - 19950814 SEE DESCRIPTION  NGS
 ML1099
 ML1099                          STATION DESCRIPTION
 ML1099
 ML1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1099'THE STATION IS LOCATED ABOUT 8.0 MILES NORTHWEST OF ST. PAUL
 ML1099'AND ABOUT 2.5 MILES NORTHEAST OF FARWELL ON THE ROAD RIGHT-OF-WAY,
 ML1099'165 FEET WEST OF A POINT WHERE ROAD CURVES NORTH, 25 FEET NORTH
 ML1099'OF THE CENTER OF AN EAST-WEST ROAD AND 3 FEET WEST OF A WITNESS
 ML1099'POST.  IT IS STAMPED FARWELL 1951 AND PROJECTS 3 INCHES.
 ML1099'
 ML1099'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 15 FEET SOUTH
 ML1099'OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT NORTH OF AN
 ML1099'EAST-WEST FENCE LINE.  IT IS STAMPED FARWELL NO 1 1951 AND
 ML1099'PROJECTS 4 INCHES.
 ML1099'
 ML1099'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 15 FEET SOUTH
 ML1099'OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT NORTH OF AN
 ML1099'EAST-WEST FENCE LINE.  IT IS STAMPED FARWELL NO 2 1951 AND
 ML1099'PROJECTS 3 INCHES.
 ML1099'
 ML1099'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 94.54 FEET.
 ML1099'
 ML1099'THE AZIMUTH MARK IS NEAR THE SOUTHWEST CORNER OF A CULTIVATED
 ML1099'FIELD, 45 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 10
 ML1099'FEET NORTH OF A FENCE CORNER, 1 FOOT SOUTH OF A WITNESS POST
 ML1099'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 ML1099'FARWELL 1951 AND PROJECTS 3 INCHES.
 ML1099'
 ML1099'TO REACH THE STATION FROM THE POST OFFICE IN FARWELL, GO NORTH
 ML1099'FOR 0.35 MILE TO STATE HIGHWAY 92, TURN LEFT AND GO WEST ON
 ML1099'STATE HIGHWAY 92 FOR 0.25 MILE TO A CROSSROAD.  TURN RIGHT AND
 ML1099'GO NORTH ON DIRT ROAD FOR 1.5 MILES TO A T ROAD RIGHT, TURN
 ML1099'RIGHT AND GO EAST ON DIRT ROAD FOR 1.0 MILE TO A CROSSROAD,
 ML1099'CONTINUE EAST FOR 0.25 MILE TO AZIMUTH MARK IN FIELD ON LEFT
 ML1099'AS DESCRIBED, CONTINUE EAST FOR 0.5 MILE TO STATION ON LEFT
 ML1099'AS DESCRIBED.
 ML1099'
 ML1099'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 ML1099
 ML1099                          STATION RECOVERY (1958)
 ML1099
 ML1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 ML1099'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND
 ML1099'DESTROYED.  THE DISKS WERE STILL INTACT IN THE MONUMENTS BUT WERE
 ML1099'COMPLETELY OUT OF THE GROUND AND LYING ON THEIR SIDES.  THE STATION
 ML1099'UNDERGROUND MARK WAS FOUND IN ITS ORIGINAL POSITION.  A NEW
 ML1099'SURFACE STATION MARK WAS ESTABLISHED DIRECTLY OVER THE
 ML1099'UNDERGROUND MARK, HOLDING THE POSITION OF THE UNDERGROUND DISK.
 ML1099'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  THIS
 ML1099'WAS DONE BY USING THE ORIGINAL REFERENCE MARK DISKS AND
 ML1099'MONUMENTS AND CHANGING THE STAMPINGS ON THE DISKS.  THE AZIMUTH
 ML1099'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 ML1099'COMPLETE NEW DESCRIPTION FOLLOWS--
 ML1099'
 ML1099'THE STATION IS LOCATED ABOUT 8.0 MILES WEST-NORTHWEST OF ST.
 ML1099'PAUL AND 2-1/2 MILES NORTHEAST OF FARWELL ON ROAD-RIGHT-OF-WAY.
 ML1099'IT IS 227.7 FEET WEST-NORTHWEST OF A FENCE CORNER, 20 FEET
 ML1099'NORTH OF THE CENTERLINE OF AN EAST-WEST DIRT ROAD, 4.3 FEET
 ML1099'WEST OF A WHITE WITNESS POST AND 3 FEET SOUTH OF THE EDGE OF A
 ML1099'CULTIVATED FIELD.  THE SURFACE MONUMENT IS 6 INCHES UNDERGROUND
 ML1099'AND THE DISK IS STAMPED FARWELL 1951 1958.  THE UNDERMARK IS
 ML1099'STAMPED FARWELL 1951.
 ML1099'
 ML1099'REFERENCE MARK 3 IS ON ROAD RIGHT-OF-WAY AT THE NORTH EDGE OF A
 ML1099'CULTIVATED FIELD AND 20 FEET SOUTH OF THE CENTERLINE OF THE
 ML1099'DIRT ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FARWELL
 ML1099'NO 3 1951 1958.
 ML1099'
 ML1099'REFERENCE MARK 4 IS ON THE ROAD RIGHT-OF-WAY AT THE NORTH EDGE
 ML1099'OF THE CULTIVATED FIELD AND 20 FEET SOUTH OF THE CENTERLINE
 ML1099'OF THE DIRT ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ML1099'FARWELL NO 4 1951 1958.
 ML1099'
 ML1099'THE AZIMUTH MARK IS 45 FEET NORTH OF THE CENTERLINE OF THE
 ML1099'EAST-WEST ROAD LEADING TO THE STATION, 10 FEET NORTH OF A FENCE
 ML1099'CORNER, 1 FOOT SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 ML1099'OF A NORTH-SOUTH FENCE LINE.  THE MONUMENT PROJECTS 5 INCHES
 ML1099'AND THE DISK IS STAMPED FARWELL 1951.
 ML1099'
 ML1099'TO REACH THE STATION FROM THE POST-OFFICE IN FARWELL, GO NORTH
 ML1099'ON A GRAVELED STREET FOR 0.35 MILE TO STATE HIGHWAY 92, TURN
 ML1099'LEFT AND GO WEST ON HIGHWAY 92 FOR 0.25 MILE TO A CROSSROAD.
 ML1099'TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 1.5 MILES TO A
 ML1099'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON DIRT ROAD FOR 1.0
 ML1099'MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD AND GO EAST FOR
 ML1099'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON
 ML1099'THE DIRT ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 ML1099'
 ML1099'OBSERVATIONS MADE FROM A WILD T-2 TRIPOD.
 ML1099
 ML1099                          STATION RECOVERY (1995)
 ML1099
 ML1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML1099'THE SURFACE MARK WAS NOT FOUND.  THE UNDERGROUND MARK WAS RECOVERED IN
 ML1099'GOOD CONDITION BUT WAS DEEMED TO BE TOO SHALLOW.  ACCORDINGLY, THE
 ML1099'HORIZONTAL POSITION OF THE ORIGINAL UNDERGROUND MARK WAS HELD, USING
 ML1099'AN OPTICAL PLUMMET, THEN THE MARK WAS REMOVED AND A NEW UNDERGROUND
 ML1099'MARK SET AT A LOWER DEPTH.  A NEW SURFACE MARK WAS THEN SET OVER THE
 ML1099'NEW UNDERGROUND MARK.  FOR FURTHER DETAILS SEE THE DESCRIPTION TO
 ML1099'FARWELL RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1107 ***********************************************************************
 ML1107  DESIGNATION -  FARWELL MUNICIPAL TANK
 ML1107  PID         -  ML1107
 ML1107  STATE/COUNTY-  NE/HOWARD
 ML1107  USGS QUAD   -  FARWELL (1978)
 ML1107
 ML1107                         *CURRENT SURVEY CONTROL
 ML1107  ___________________________________________________________________
 ML1107* NAD 83(1995)-  41 12 47.97548(N)    098 37 32.08386(W)     ADJUSTED  
 ML1107* NAVD 88     -                                                        
 ML1107  ___________________________________________________________________
 ML1107  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 ML1107  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 ML1107
 ML1107  HORZ ORDER  -  THIRD
 ML1107
 ML1107.The horizontal coordinates were established by classical geodetic methods
 ML1107.and adjusted by the National Geodetic Survey in August 1997..
 ML1107
 ML1107
 ML1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1107
 ML1107.The geoid height was determined by GEOID03.
 ML1107
 ML1107;                    North         East     Units Scale Factor Converg.
 ML1107;SPC NE       -   154,130.442   615,220.826   MT  0.99967156   +0 54 39.0
 ML1107;UTM  14      - 4,562,506.341   531,387.675   MT  0.99961212   +0 14 48.1
 ML1107
 ML1107                          SUPERSEDED SURVEY CONTROL
 ML1107
 ML1107  NAD 83(1986)-  41 12 47.98329(N)    098 37 32.08771(W) AD(       ) 4
 ML1107  NAD 27      -  41 12 47.93700(N)    098 37 30.82100(W) AD(       ) 3
 ML1107
 ML1107.Superseded values are not recommended for survey control.
 ML1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1107.See file dsdata.txt to determine how the superseded data were derived.
 ML1107
 ML1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3138862506(NAD 83)
 ML1107_MARKER: 53 = ELEVATED TANK
 ML1107
 ML1107  HISTORY     - Date     Condition        Report By
 ML1107  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1107  HISTORY     - 1958     GOOD             CGS
 ML1107  HISTORY     - 20040809 GOOD             USPSQD
 ML1107
 ML1107                          STATION DESCRIPTION
 ML1107
 ML1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1107'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF FARWELL, 75
 ML1107'FEET EAST FROM CENTER OF NORTH-SOUTH STREET, 56 FEET NORTH
 ML1107'FROM CENTER OF EAST-WEST STREET.  IT IS A FOUR LEGGED STEEL
 ML1107'STRUCTURE SUPPORTING A TANK ON ITS TOP AND HAS AN OVERALL
 ML1107'HEIGHT OF 110 FEET.
 ML1107'
 ML1107'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF.
 ML1107
 ML1107                          STATION RECOVERY (1958)
 ML1107
 ML1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 ML1107'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 ML1107'ORIGINAL DESCRIPTION OF 1951 IS ADEQUATE.
 ML1107
 ML1107                          STATION RECOVERY (2004)
 ML1107
 ML1107'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 ML1107'STATION FOUND GOOD. TANK IS ALL SILVER WITH BLACK LETTERS FARWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4109 ***********************************************************************
 AB4109  CBN         -  This is a Cooperative Base Network Control Station.
 AB4109  DESIGNATION -  FARWELL RESET
 AB4109  PID         -  AB4109
 AB4109  STATE/COUNTY-  NE/HOWARD
 AB4109  USGS QUAD   -  NYSTED (1974)
 AB4109
 AB4109                         *CURRENT SURVEY CONTROL
 AB4109  ___________________________________________________________________
 AB4109* NAD 83(1995)-  41 14 31.75264(N)    098 35 51.23774(W)     ADJUSTED  
 AB4109* NAVD 88     -       621.7    (meters)    2040.     (feet)  GPS OBS   
 AB4109  ___________________________________________________________________
 AB4109  X           -    -718,069.447 (meters)                     COMP
 AB4109  Y           -  -4,749,377.513 (meters)                     COMP
 AB4109  Z           -   4,183,075.731 (meters)                     COMP
 AB4109  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 AB4109  ELLIP HEIGHT-         597.24  (meters)          (07/10/01) GPS OBS
 AB4109  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AB4109
 AB4109  HORZ ORDER  -  B
 AB4109  ELLP ORDER  -  FOURTH    CLASS I
 AB4109
 AB4109.The horizontal coordinates were established by GPS observations
 AB4109.and adjusted by the National Geodetic Survey in June 1996..
 AB4109
 AB4109.The orthometric height was determined by GPS observations and a
 AB4109.high-resolution geoid model.
 AB4109
 AB4109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4109
 AB4109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4109
 AB4109.The ellipsoidal height was determined by GPS observations
 AB4109.and is referenced to NAD 83.
 AB4109
 AB4109.The geoid height was determined by GEOID03.
 AB4109
 AB4109;                    North         East     Units Scale Factor Converg.
 AB4109;SPC NE       -   157,368.155   617,517.088   MT  0.99966913   +0 55 45.8
 AB4109;UTM  14      - 4,565,717.037   533,721.176   MT  0.99961399   +0 15 55.1
 AB4109
 AB4109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4109!SPC NE       -   0.99990633  x   0.99966913  =   0.99957549
 AB4109!UTM  14      -   0.99990633  x   0.99961399  =   0.99952035
 AB4109
 AB4109                          SUPERSEDED SURVEY CONTROL
 AB4109
 AB4109  ELLIP H (06/25/96)  597.29   (m)                       GP(       ) 1 1
 AB4109
 AB4109.Superseded values are not recommended for survey control.
 AB4109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4109.See file dsdata.txt to determine how the superseded data were derived.
 AB4109
 AB4109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3372165717(NAD 83)
 AB4109_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4109_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4109_STAMPING: FARWELL 1951 1995
 AB4109_MARK LOGO: NGS   
 AB4109_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB4109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4109+STABILITY: SURFACE MOTION
 AB4109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4109+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 AB4109
 AB4109  HISTORY     - Date     Condition        Report By
 AB4109  HISTORY     - 1995     MONUMENTED       NGS
 AB4109  HISTORY     - 20000613 GOOD             NEDR
 AB4109
 AB4109                          STATION DESCRIPTION
 AB4109
 AB4109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4109'THE MARK IS LOCATED ABOUT 7 MI (11.3 KM) WEST-NORTHWEST OF SAINT PAUL,
 AB4109'2.5 MI (4.0 KM) NORTHEAST OF FARWELL, 1.5 MI (2.4 KM) NORTH OF STATE
 AB4109'HIGHWAY 92, ON THE NORTH RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD AND IN
 AB4109'THE NE1/4, SEC 29, T15N, R11W.  TO REACH THE MARK FROM THE JUNCTION OF
 AB4109'STATE HIGHWAYS 11 AND 92, ABOUT 5 MI (8.0 KM) WEST OF SAINT PAUL, GO
 AB4109'WEST ON HIGHWAY 92 FOR 2.0 MI (3.2 KM) TO A GRAVELED CROSSROAD, PAGE
 AB4109'ROAD.  TURN RIGHT AND GO NORTH ON PAGE ROAD FOR 1.5 MI (2.4 KM) TO A
 AB4109'SIDE ROAD ON THE LEFT, 15TH AVENUE.  TURN LEFT AND GO WEST ON 15TH
 AB4109'AVENUE FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT, AT A POINT WHERE
 AB4109'A POWER LINE CROSSES THE ROAD TO AN IRRIGATION SIPHON PUMP.  THE
 AB4109'SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 AB4109'RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND SURFACE.  THE UNDERGROUND
 AB4109'MARK IS SET INTO AN IRREGULAR MASS OF CONCRETE, 4.0 FT (1.2 M) BELOW
 AB4109'THE GROUND SURFACE.  THE MARKS ARE ABOUT 150 FT (45.7 M)
 AB4109'NORTH-NORTHWEST OF THE SIPHON PUMP, 83.5 FT (25.5 M) WEST OF THE
 AB4109'CENTERLINE OF A FIELD ENTRANCE, 60.0 FT (18.3 M) NORTH-NORTHWEST OF A
 AB4109'POWER POLE SOUTH OF THE ROAD, 39.5 FT (12.0 M) WEST-SOUTHWEST OF A
 AB4109'POWER POLE WITH 3 TRANSFORMERS, 22.0 FT (6.7 M) NORTH OF THE
 AB4109'CENTERLINE OF THE ROAD, 10.8 FT (3.3 M) SOUTH OF A WITNESS POST AND
 AB4109'ABOUT 2 FT (0.6 M) LOWER THAN THE ROAD.  MAGNETS WERE PLACED IN THE
 AB4109'MARKS.  THE MARKS WERE ESTABLISHED BY OPTICALLY CENTERING OVER THE
 AB4109'ORIGINAL 1951 UNDERGROUND MARK, WHICH WAS TOO SHALLOW TO LEAVE IN
 AB4109'PLACE.
 AB4109
 AB4109                          STATION RECOVERY (2000)
 AB4109
 AB4109'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4109'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4127 ***********************************************************************
 AB4127  FBN         -  This is a Federal Base Network Control Station.
 AB4127  PACS        -  This is a Primary Airport Control Station.
 AB4127  DESIGNATION -  FBY A
 AB4127  PID         -  AB4127
 AB4127  STATE/COUNTY-  NE/JEFFERSON
 AB4127  USGS QUAD   -  FAIRBURY (1980)
 AB4127
 AB4127                         *CURRENT SURVEY CONTROL
 AB4127  ___________________________________________________________________
 AB4127* NAD 83(1995)-  40 10 41.13070(N)    097 10 06.21564(W)     ADJUSTED  
 AB4127* NAVD 88     -       445.53   (meters)    1461.7    (feet)  GPS OBS   
 AB4127  ___________________________________________________________________
 AB4127  X           -    -608,991.853 (meters)                     COMP
 AB4127  Y           -  -4,842,147.040 (meters)                     COMP
 AB4127  Z           -   4,093,384.077 (meters)                     COMP
 AB4127  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AB4127  ELLIP HEIGHT-         418.51  (meters)          (07/10/01) GPS OBS
 AB4127  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AB4127
 AB4127  HORZ ORDER  -  B
 AB4127  ELLP ORDER  -  FOURTH    CLASS I
 AB4127
 AB4127.This mark is at Fairbury Municipal Airport (FBY)
 AB4127
 AB4127.The horizontal coordinates were established by GPS observations
 AB4127.and adjusted by the National Geodetic Survey in June 1996..
 AB4127
 AB4127.The orthometric height was determined by GPS observations and a
 AB4127.high-resolution geoid model.
 AB4127
 AB4127.GPS derived orthometric heights for airport stations designated as
 AB4127.PACS or SACS are published to 2 decimal places.  This maintains
 AB4127.centimeter relative accuracy between the PACS and SACS.  It does
 AB4127.not indicate centimeter accuracy relative to other marks which are
 AB4127.part of the NAVD 88 network.
 AB4127
 AB4127.Photographs are available for this station.
 AB4127
 AB4127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4127
 AB4127.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4127
 AB4127.The ellipsoidal height was determined by GPS observations
 AB4127.and is referenced to NAD 83.
 AB4127
 AB4127.The geoid height was determined by GEOID03.
 AB4127
 AB4127;                    North         East     Units Scale Factor Converg.
 AB4127;SPC NE       -    42,228.806   741,111.098   MT  0.99992425   +1 52 35.4
 AB4127;UTM  14      - 4,449,132.390   655,942.984   MT  0.99989937   +1 10 54.9
 AB4127
 AB4127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4127!SPC NE       -   0.99993435  x   0.99992425  =   0.99985861
 AB4127!UTM  14      -   0.99993435  x   0.99989937  =   0.99983373
 AB4127
 AB4127|---------------------------------------------------------------------|
 AB4127| PID    Reference Object                     Distance      Geod. Az  |
 AB4127|                                                           dddmmss.s |
 AB4127| LG1241 FAIR AZ MK                          270.426 METERS 31119     |
 AB4127| LG1232 OREGON TRAIL                        APPROX. 0.6 KM 3400740.1 |
 AB4127|---------------------------------------------------------------------|
 AB4127
 AB4127                          SUPERSEDED SURVEY CONTROL
 AB4127
 AB4127  ELLIP H (06/25/96)  418.55   (m)                       GP(       ) 1 1
 AB4127
 AB4127.Superseded values are not recommended for survey control.
 AB4127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4127.See file dsdata.txt to determine how the superseded data were derived.
 AB4127
 AB4127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5594349132(NAD 83)
 AB4127_MARKER: F = FLANGE-ENCASED ROD
 AB4127_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4127_STAMPING: FBY A 1995
 AB4127_MARK LOGO: NGS   
 AB4127_PROJECTION: FLUSH
 AB4127_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4127+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2002
 AB4127_ROD/PIPE-DEPTH: 4.27 meters
 AB4127_SLEEVE-DEPTH  : 1.0 meters
 AB4127
 AB4127  HISTORY     - Date     Condition        Report By
 AB4127  HISTORY     - 1995     MONUMENTED       NGS
 AB4127  HISTORY     - 19970522 GOOD             NGS
 AB4127  HISTORY     - 19991026 GOOD             NGS
 AB4127  HISTORY     - 20000613 GOOD             NEDR
 AB4127  HISTORY     - 20021008 GOOD             NGS
 AB4127
 AB4127                          STATION DESCRIPTION
 AB4127
 AB4127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4127'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF JANSON, 3.0 MI
 AB4127'(4.8 KM) NORTH-NORTHEAST OF FAIRBURY AND AT THE FAIRBURY MUNICIPAL
 AB4127'AIRPORT.  OWNERSHIP--FAIRBURY AIRPORT AUTHORITY, BOX 187, FAIRBURY NE
 AB4127'68352, MANAGER, SANDI DECKER, PHONE 402-729-5390, 402-729-2350 TO
 AB4127'REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 136 AND STATE
 AB4127'HIGHWAY 15 IN FAIRBURY, GO NORTH ON STATE HIGHWAY 15 FOR 1.5 MI (2.4
 AB4127'KM) TO AN INTERSECTION, TURN RIGHT AND GO NORTHEAST ON AIRPORT ROAD
 AB4127'(GRAVEL) FOR 0.35 MI (0.56 KM) TO A REVERSE FORK RIGHT, BEAR LEFT AND
 AB4127'GO NORTH ON AIRPORT ROAD FOR 0.45 MI (0.72 KM) TO A INTERSECTION, TURN
 AB4127'RIGHT AND GO EAST ON 714 ROAD FOR 0.25 MI (0.40 KM) TO THE SECOND
 AB4127'AIRPORT ENTRANCE ROAD LEFT, TURN LEFT AND GO NORTH FOR 200 FT (61.0 M)
 AB4127'TO A GATE AHEAD, CONTINUE AHEAD, PASS THROUGH GATE AND GO NORTH THEN
 AB4127'WEST ON PAVED LANE FOR 0.05 MI (0.08 KM) TO THE EAST EDGE OF THE
 AB4127'APRON, BEAR RIGHT AND GO NORTHWEST ON THE APRON THEN THE CONNECTOR
 AB4127'TAXIWAY FOR 0.1 MI (0.2 KM) TO A STUB CONCRETE TAXIWAY LEADING TO A
 AB4127'TURF TAXIWAY ON THE RIGHT AND THE STATION ON THE RIGHT AND ON LINE
 AB4127'WITH THE NORTH EDGE OF THE CONCRETE TAXIWAY STUB.  THE STATION IS 90.0
 AB4127'FT (27.4 M) NORTH OF THE CONNECTOR TAXIWAY CENTER, 40.0 FT (12.2 M)
 AB4127'NORTH OF A TAXIWAY LIGHT (19), 19.9 FT (6.1 M) EAST OF THE NORTHEAST
 AB4127'CORNER OF THE CONCRETE TAXIWAY STUB, 13.5 FT (4.1 M) SOUTHEAST OF A
 AB4127'TAXIWAY LIGHT (18) AND 2.0 FT (0.6 M) WEST OF A SHORT WITNESS POST.
 AB4127'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 AB4127'AIRPORT CONTROL STATION.
 AB4127
 AB4127                          STATION RECOVERY (1997)
 AB4127
 AB4127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4127'RECOVERED AS DESCRIBED.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
 AB4127
 AB4127                          STATION RECOVERY (1999)
 AB4127
 AB4127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AB4127'2.4 KM (1.50 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 AB4127'U.S.  HIGHWAY 136 IN FAIRBURY, THENCE 1.2 KM (0.75 MI) NORTHEASTERLY
 AB4127'ALONG AIRPORT ROAD, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG COUNTY ROAD
 AB4127'714, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG THE MOST EASTERLY OF 2
 AB4127'AIRPORT ENTRANCE ROADS, THENCE 50.0 M (164.0 FT) WESTERLY ALONG A LANE
 AB4127'BETWEEN 2 HANGARS, THENCE 0.2 KM (0.10 MI) NORTHWESTERLY ACROSS AN
 AB4127'APRON AND ALONG A TAXIWAY, 23.7 M (77.8 FT) NORTHEAST OF THE TAXIWAY
 AB4127'CENTERLINE, 23.5 M (77.1 FT) SOUTHWEST OF THE EAST END OF A CULVERT
 AB4127'UNDER A GRASS TAXIWAY, 12.0 M (39.4 FT) NORTH OF TAXIWAY LIGHT NUMBER
 AB4127'19, 5.9 M (19.4 FT) EAST OF THE NORTHEAST CORNER OF A TAXIWAY PULLOUT,
 AB4127'4.1 M (13.5 FT) SOUTHEAST OF TAXIWAY LIGHT NUMBER 18, AND 0.3 M (1.0
 AB4127'FT) BELOW THE LEVEL OF THE TAXIWAY.  NOTE--ACCESS TO THE DATUM POINT
 AB4127'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB4127'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED
 AB4127'BY FAIRBURY MUNICIPAL AIRPORT, BOX 187, FAIRBURY, NE 68352, TELEPHONE
 AB4127'NUMBER (402) 729-2350.  THE MONUMENT IS A CANDIDATE FOR A FEDERAL BASE
 AB4127'NETWORK CONTROL STATION AND IS A PRIMARY AIRPORT CONTROL STATION.
 AB4127
 AB4127                          STATION RECOVERY (2000)
 AB4127
 AB4127'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4127'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGE--THE PHONE NUMBER
 AB4127'SHOULD BE 402-79-2250.
 AB4127
 AB4127                          STATION RECOVERY (2002)
 AB4127
 AB4127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 AB4127'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS A PRIMARY AIRPORT
 AB4127'CONTROL STATION.
 AB4127'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2716 ***********************************************************************
 AI2716  DESIGNATION -  FBYN A
 AI2716  PID         -  AI2716
 AI2716  STATE/COUNTY-  NE/JEFFERSON
 AI2716  USGS QUAD   -  REYNOLDS (1980)
 AI2716
 AI2716                         *CURRENT SURVEY CONTROL
 AI2716  ___________________________________________________________________
 AI2716* NAD 83(1995)-  40 04 56.44842(N)    097 18 45.37105(W)     ADJUSTED  
 AI2716* NAVD 88     -       423.206  (meters)    1388.47   (feet)  ADJUSTED  
 AI2716  ___________________________________________________________________
 AI2716  X           -    -622,047.335 (meters)                     COMP
 AI2716  Y           -  -4,847,378.857 (meters)                     COMP
 AI2716  Z           -   4,085,240.739 (meters)                     COMP
 AI2716  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AI2716  ELLIP HEIGHT-         396.24  (meters)          (09/24/01) GPS OBS
 AI2716  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AI2716  DYNAMIC HT  -         422.960 (meters)    1387.66  (feet)  COMP
 AI2716  MODELED GRAV-     980,031.6   (mgal)                       NAVD 88
 AI2716
 AI2716  HORZ ORDER  -  B
 AI2716  VERT ORDER  -  SECOND    CLASS I
 AI2716  ELLP ORDER  -  FOURTH    CLASS II
 AI2716
 AI2716.This is a reference station for the FAIRBURY
 AI2716.National Continuously Operating Reference Station (FBYN).
 AI2716
 AI2716.The horizontal coordinates were established by GPS observations
 AI2716.and adjusted by the National Geodetic Survey in June 2000..
 AI2716
 AI2716.The orthometric height was determined by differential leveling
 AI2716.and adjusted by the National Geodetic Survey in July 2002..
 AI2716.No vertical observational check was made to the station.
 AI2716
 AI2716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2716
 AI2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2716
 AI2716.The ellipsoidal height was determined by GPS observations
 AI2716.and is referenced to NAD 83.
 AI2716
 AI2716.The geoid height was determined by GEOID03.
 AI2716
 AI2716.The dynamic height is computed by dividing the NAVD 88
 AI2716.geopotential number by the normal gravity value computed on the
 AI2716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2716.degrees latitude (g = 980.6199 gals.).
 AI2716
 AI2716.The modeled gravity was interpolated from observed gravity values.
 AI2716
 AI2716;                    North         East     Units Scale Factor Converg.
 AI2716;SPC NE       -    31,211.352   729,166.083   MT  0.99996380   +1 46 51.3
 AI2716;UTM  14      - 4,438,261.247   643,866.125   MT  0.99985480   +1 05 12.1
 AI2716
 AI2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2716!SPC NE       -   0.99993784  x   0.99996380  =   0.99990165
 AI2716!UTM  14      -   0.99993784  x   0.99985480  =   0.99979265
 AI2716
 AI2716                          SUPERSEDED SURVEY CONTROL
 AI2716
 AI2716  ELLIP H (06/14/00)  396.24   (m)                       GP(       ) 4 1
 AI2716  NAVD 88 (06/14/00)  423.21   (m)         1388.5    (f) LEVELING    3  
 AI2716
 AI2716.Superseded values are not recommended for survey control.
 AI2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2716.See file dsdata.txt to determine how the superseded data were derived.
 AI2716
 AI2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4386638261(NAD 83)
 AI2716_MARKER: F = FLANGE-ENCASED ROD
 AI2716_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2716_STAMPING: FBYN A 1999
 AI2716_MARK LOGO: NGS   
 AI2716_PROJECTION: FLUSH
 AI2716_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2716+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2716_ROD/PIPE-DEPTH: 16.2 meters
 AI2716_SLEEVE-DEPTH  : 0.9 meters
 AI2716
 AI2716  HISTORY     - Date     Condition        Report By
 AI2716  HISTORY     - 1999     MONUMENTED       NGS
 AI2716
 AI2716                          STATION DESCRIPTION
 AI2716
 AI2716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2716'2.0 KM (1.25 MI) EASTERLY ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 AI2716'IN REYNOLDS, THENCE 2.5 KM (1.55 MI) NORTHERLY ALONG 561 AVENUE, 12.2
 AI2716'M (40.0 FT) SOUTHWEST OF THE NORTHWEST END OF A CULVERT UNDER THE
 AI2716'AVENUE, 9.9 M (32.5 FT) WEST OF THE AVENUE CENTER, 4.2 M (13.8 FT)
 AI2716'NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.3 M (1.0 FT) BELOW THE
 AI2716'LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND
 AI2716'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AI2716'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AI2716'THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.  THE MONUMENT IS A CORS
 AI2716'SITE REFERENCE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2717 ***********************************************************************
 AI2717  DESIGNATION -  FBYN B
 AI2717  PID         -  AI2717
 AI2717  STATE/COUNTY-  NE/JEFFERSON
 AI2717  USGS QUAD   -  REYNOLDS (1980)
 AI2717
 AI2717                         *CURRENT SURVEY CONTROL
 AI2717  ___________________________________________________________________
 AI2717* NAD 83(1995)-  40 04 22.26860(N)    097 18 44.08949(W)     ADJUSTED  
 AI2717* NAVD 88     -       438.050  (meters)    1437.17   (feet)  ADJUSTED  
 AI2717  ___________________________________________________________________
 AI2717  X           -    -622,105.055 (meters)                     COMP
 AI2717  Y           -  -4,848,067.241 (meters)                     COMP
 AI2717  Z           -   4,084,443.581 (meters)                     COMP
 AI2717  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 AI2717  ELLIP HEIGHT-         411.08  (meters)          (09/24/01) GPS OBS
 AI2717  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AI2717  DYNAMIC HT  -         437.795 (meters)    1436.33  (feet)  COMP
 AI2717  MODELED GRAV-     980,031.0   (mgal)                       NAVD 88
 AI2717
 AI2717  HORZ ORDER  -  B
 AI2717  VERT ORDER  -  SECOND    CLASS I
 AI2717  ELLP ORDER  -  FOURTH    CLASS II
 AI2717
 AI2717.This is a reference station for the FAIRBURY
 AI2717.National Continuously Operating Reference Station (FBYN).
 AI2717
 AI2717.The horizontal coordinates were established by GPS observations
 AI2717.and adjusted by the National Geodetic Survey in June 2000..
 AI2717
 AI2717.The orthometric height was determined by differential leveling
 AI2717.and adjusted by the National Geodetic Survey in July 2002..
 AI2717.No vertical observational check was made to the station.
 AI2717
 AI2717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2717
 AI2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2717
 AI2717.The ellipsoidal height was determined by GPS observations
 AI2717.and is referenced to NAD 83.
 AI2717
 AI2717.The geoid height was determined by GEOID03.
 AI2717
 AI2717.The dynamic height is computed by dividing the NAVD 88
 AI2717.geopotential number by the normal gravity value computed on the
 AI2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2717.degrees latitude (g = 980.6199 gals.).
 AI2717
 AI2717.The modeled gravity was interpolated from observed gravity values.
 AI2717
 AI2717;                    North         East     Units Scale Factor Converg.
 AI2717;SPC NE       -    30,158.620   729,229.196   MT  0.99996787   +1 46 52.2
 AI2717;UTM  14      - 4,437,207.944   643,916.470   MT  0.99985498   +1 05 12.1
 AI2717
 AI2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2717!SPC NE       -   0.99993552  x   0.99996787  =   0.99990339
 AI2717!UTM  14      -   0.99993552  x   0.99985498  =   0.99979050
 AI2717
 AI2717                          SUPERSEDED SURVEY CONTROL
 AI2717
 AI2717  ELLIP H (06/14/00)  411.08   (m)                       GP(       ) 4 1
 AI2717  NAVD 88 (06/14/00)  438.05   (m)         1437.2    (f) LEVELING    3  
 AI2717
 AI2717.Superseded values are not recommended for survey control.
 AI2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2717.See file dsdata.txt to determine how the superseded data were derived.
 AI2717
 AI2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4391637208(NAD 83)
 AI2717_MARKER: F = FLANGE-ENCASED ROD
 AI2717_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2717_STAMPING: FBYN B 1999
 AI2717_MARK LOGO: NGS   
 AI2717_PROJECTION: FLUSH
 AI2717_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2717+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2717_ROD/PIPE-DEPTH: 14.2 meters
 AI2717_SLEEVE-DEPTH  : 0.9 meters
 AI2717
 AI2717  HISTORY     - Date     Condition        Report By
 AI2717  HISTORY     - 1999     MONUMENTED       NGS
 AI2717
 AI2717                          STATION DESCRIPTION
 AI2717
 AI2717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2717'2.0 KM (1.25 MI) EASTERLY ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 AI2717'IN REYNOLDS, THENCE 1.4 KM (0.85 MI) NORTHERLY ALONG 561 AVENUE, 9.9 M
 AI2717'(32.5 FT) EAST OF THE AVENUE CENTER, 5.8 M (19.0 FT) SOUTH OF THE
 AI2717'CENTER OF A GATE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE, AND
 AI2717'0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AI2717'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AI2717'MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON COUNTY
 AI2717'ROAD RIGHT-OF-WAY.  THE MONUMENT IS A CORS SITE REFERENCE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0578 ***********************************************************************
 MN0578  DESIGNATION -  FERNQUIST
 MN0578  PID         -  MN0578
 MN0578  STATE/COUNTY-  NE/KIMBALL
 MN0578  USGS QUAD   -  BENNETT RESERVOIR EAST (1979)
 MN0578
 MN0578                         *CURRENT SURVEY CONTROL
 MN0578  ___________________________________________________________________
 MN0578* NAD 83(1995)-  41 18 40.00963(N)    103 30 23.75127(W)     ADJUSTED  
 MN0578* NAVD 88     -      1456.     (meters)    4777.     (feet)  SCALED    
 MN0578  ___________________________________________________________________
 MN0578  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 MN0578  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 MN0578
 MN0578  HORZ ORDER  -  FIRST
 MN0578
 MN0578.The horizontal coordinates were established by classical geodetic methods
 MN0578.and adjusted by the National Geodetic Survey in August 1997..
 MN0578
 MN0578.The orthometric height was scaled from a topographic map.
 MN0578
 MN0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0578
 MN0578.The geoid height was determined by GEOID03.
 MN0578
 MN0578;                    North         East     Units Scale Factor Converg.
 MN0578;SPC NE       -   170,023.007   206,542.423   MT  0.99966434   -2 19 25.7
 MN0578;UTM  13      - 4,574,370.181   625,006.842   MT  0.99979232   +0 59 09.6
 MN0578
 MN0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0578!SPC NE       -   0.99977470  x   0.99966434  =   0.99943912
 MN0578!UTM  13      -   0.99977470  x   0.99979232  =   0.99956707
 MN0578
 MN0578:                Primary Azimuth Mark                     Grid Az
 MN0578:SPC NE       -  FERNQUIST AZ MK RESET                    114 45 14.8
 MN0578:UTM  13      -  FERNQUIST AZ MK RESET                    111 26 39.5
 MN0578
 MN0578|---------------------------------------------------------------------|
 MN0578| PID    Reference Object                     Distance      Geod. Az  |
 MN0578|                                                           dddmmss.s |
 MN0578| CP8014 FERNQUIST AZ MK RESET                              1122549.1 |
 MN0578| CP8017 FERNQUIST RM 3                       66.085 METERS 12001     |
 MN0578| MN0560 POTTER MUNICIPAL TANK               APPROX.18.8 KM 1224527.6 |
 MN0578| CP8013 FERNQUIST AZ MK                                    1510724.9 |
 MN0578| CP8018 FERNQUIST RM 4                       66.504 METERS 15206     |
 MN0578| MN0567 DIX KIMBALL CO COOP ELEVATOR        APPROX. 8.5 KM 1691626.5 |
 MN0578| MN0588 DIX WU MICROWAVE RELAY TOWER        APPROX.13.2 KM 1883810.8 |
 MN0578| MN0607 KIMBALL WATER TANK BEACON           APPROX.15.7 KM 2373118.8 |
 MN0578|---------------------------------------------------------------------|
 MN0578
 MN0578                          SUPERSEDED SURVEY CONTROL
 MN0578
 MN0578  NAD 83(1995)-  41 18 40.00859(N)    103 30 23.75057(W) AD(       ) 1
 MN0578  NAD 83(1986)-  41 18 40.00134(N)    103 30 23.75119(W) AD(       ) 1
 MN0578  NAD 27      -  41 18 40.07590(N)    103 30 21.97430(W) AD(       ) 1
 MN0578
 MN0578.Superseded values are not recommended for survey control.
 MN0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0578.See file dsdata.txt to determine how the superseded data were derived.
 MN0578
 MN0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2500774370(NAD 83)
 MN0578_MARKER: DS = TRIANGULATION STATION DISK
 MN0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0578
 MN0578  HISTORY     - Date     Condition        Report By
 MN0578  HISTORY     - 1934     MONUMENTED       CGS
 MN0578  HISTORY     - 1963     GOOD             CGS
 MN0578
 MN0578                          STATION DESCRIPTION
 MN0578
 MN0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0578'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF KIMBALL
 MN0578'AND 5-1/2 MILES NORTH OF DIX ON A FLAT-TOPPED HILL WHICH
 MN0578'FORMERLY WAS A CULTIVATED WHEAT FIELD, ON LAND OWNED BY A
 MN0578'MR. FERNQUIST AND IS IN SOUTH HALF, OF SEC. 34, T. 54 N.,
 MN0578'R. 16 W.  THE STATION IS 0.7 MILE WEST OF NORTH-SOUTH GRADED
 MN0578'ROAD AND 0.3 MILE NORTH OF A GRADED EAST-WEST ROAD.  THE
 MN0578'MARK PROJECTS 10 INCHES.
 MN0578'
 MN0578'TO REACH THE STATION FROM DIX, A SMALL TOWN ON U.S. HIGHWAY
 MN0578'30 AND THE UNION PACIFIC RAILROAD, GO NORTH FROM THE INTERSECTION
 MN0578'OF A GRADED NORTH-SOUTH ROAD AND U.S. HIGHWAY 30, IN THE WEST
 MN0578'EDGE OF TOWN, FOR 5.0 MILES TO A CROSS ROAD.  HERE TURN LEFT
 MN0578'AND GO WEST FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT
 MN0578'SIDE OF THE ROAD.  CONTINUE WEST 0.15 MILE TO A FARMHOUSE,
 MN0578'WINDMILL, AND BUILDINGS ON THE RIGHT SIDE OF THE ROAD.  HERE
 MN0578'LEAVE ROAD, TURN RIGHT, GO NORTH ON WEST SIDE OF HOUSE, THEN
 MN0578'EAST BETWEEN HOUSE AND BARN AND THEN NORTH A TOTAL DISTANCE
 MN0578'OF 0.3 MILE TO TOP OF HILL AND STATION.
 MN0578'
 MN0578'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 MN0578'DISKS SET AS DESCRIBED.
 MN0578'
 MN0578'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION AND
 MN0578'PROJECTS 10 INCHES.
 MN0578'
 MN0578'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND PROJECTS
 MN0578'10 INCHES.
 MN0578'
 MN0578'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION IN THE
 MN0578'RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF THE ABOVE-MENTIONED
 MN0578'EAST-WEST GRADED ROAD AT A POINT 0.55 MILE WEST OF THE
 MN0578'INTERSECTION OF THE ABOVE-MENTIONED NORTH-AND-SOUTH AND
 MN0578'EAST-AND-WEST ROADS.  MARK PROJECTS 3 INCHES.
 MN0578'
 MN0578'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 MN0578
 MN0578                          STATION RECOVERY (1963)
 MN0578
 MN0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0578'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK
 MN0578'WAS LOWERED BELOW PLOW DEPTH.  THE AZIMUTH MARK, REFERENCE MARKS
 MN0578'NO. 1 AND NO. 2 WAS DESTROYED.  A NEW AZIMUTH MARK, REFERENCE
 MN0578'MARKS NO. 3 AND NO. 4 WAS SET.
 MN0578'
 MN0578'THE STATION IS LOCATED ON THE PROPERTY OF MRS. KATHELINE
 MN0578'FERNQUIST, WHICH IS ABOUT 10 MILES NORTHEAST OF KIMBALL AND
 MN0578'5-1/2 MILES NORTH OF DIX.
 MN0578'
 MN0578'TO REACH THE STATION FROM THE POST OFFICE IN DIX, GO WEST ON
 MN0578'GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT, NORTH
 MN0578'CROSSING RAILROAD TRACKS ON GRAVELED ROAD FOR 5.0 MILES TO
 MN0578'A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT, WEST SIDE OF
 MN0578'THE ROAD AS DESCRIBED.  TURN LEFT, WEST ON GRAVELED ROAD FOR
 MN0578'0.7 MILE TO A BARN AND TRACK ROAD RIGHT.  TURN RIGHT, NORTH
 MN0578'ON TRACK ROAD FOR 0.35 MILE TO THE TOP OF HILL AND THE STATION
 MN0578'AS DESCRIBED.
 MN0578'
 MN0578'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0578'16-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET 22 INCHES
 MN0578'UNDERGROUND AND IS STAMPED FERNQUIST 1934 1963.
 MN0578'
 MN0578'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF
 MN0578'A 12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 4 INCHES
 MN0578'AND IS STAMPED FERNQUIST NO 3 1934 1963.  IT IS 14 FEET
 MN0578'SOUTHEAST OF A CULTIVATED FIELD AND 2 FEET NORTH OF A METAL
 MN0578'WITNESS POST.
 MN0578'
 MN0578'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN THE TOP OF
 MN0578'A 12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 4 INCHES
 MN0578'AND IS STAMPED FERNQUIST NO 4 1934 1963.  IT IS 18 FEET
 MN0578'SOUTHEAST OF A CULTIVATED FIELD AND 1.7 FEET WEST OF A METAL
 MN0578'WITNESS POST.
 MN0578'
 MN0578'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0578'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 4 INCHES
 MN0578'AND IS STAMPED FERNQUIST 1934 RESET 1963.  IT IS 45 FEET
 MN0578'WEST OF THE CENTER OF A GRAVELED ROAD, 38 FEET SOUTH OF THE
 MN0578'CENTER OF AN EAST-WEST GRAVELED ROAD, 2.5 FEET WEST OF A POWER
 MN0578'LINE POLE AND 1.7 FEET EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4097 ***********************************************************************
 AB4097  CBN         -  This is a Cooperative Base Network Control Station.
 AB4097  PACS        -  This is a Primary Airport Control Station.
 AB4097  DESIGNATION -  FET A
 AB4097  PID         -  AB4097
 AB4097  STATE/COUNTY-  NE/DODGE
 AB4097  USGS QUAD   -  FREMONT WEST (1983)
 AB4097
 AB4097                         *CURRENT SURVEY CONTROL
 AB4097  ___________________________________________________________________
 AB4097* NAD 83(1995)-  41 26 57.60690(N)    096 30 55.00445(W)     ADJUSTED  
 AB4097* NAVD 88     -       365.58   (meters)    1199.4    (feet)  GPS OBS   
 AB4097  ___________________________________________________________________
 AB4097  X           -    -543,280.867 (meters)                     COMP
 AB4097  Y           -  -4,757,036.135 (meters)                     COMP
 AB4097  Z           -   4,200,180.367 (meters)                     COMP
 AB4097  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 AB4097  ELLIP HEIGHT-         338.57  (meters)          (07/10/01) GPS OBS
 AB4097  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AB4097
 AB4097  HORZ ORDER  -  B
 AB4097  ELLP ORDER  -  FOURTH    CLASS I
 AB4097
 AB4097.This mark is at Fremont Municipal Airport (FET)
 AB4097
 AB4097.The horizontal coordinates were established by GPS observations
 AB4097.and adjusted by the National Geodetic Survey in June 1996..
 AB4097
 AB4097.The orthometric height was determined by GPS observations and a
 AB4097.high-resolution geoid model.
 AB4097
 AB4097.GPS derived orthometric heights for airport stations designated as
 AB4097.PACS or SACS are published to 2 decimal places.  This maintains
 AB4097.centimeter relative accuracy between the PACS and SACS.  It does
 AB4097.not indicate centimeter accuracy relative to other marks which are
 AB4097.part of the NAVD 88 network.
 AB4097
 AB4097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4097
 AB4097.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4097
 AB4097.The ellipsoidal height was determined by GPS observations
 AB4097.and is referenced to NAD 83.
 AB4097
 AB4097.The geoid height was determined by GEOID03.
 AB4097
 AB4097;                    North         East     Units Scale Factor Converg.
 AB4097;SPC NE       -   185,282.372   791,009.430   MT  0.99965908   +2 18 33.5
 AB4097;UTM  14      - 4,591,619.559   707,551.410   MT  1.00013016   +1 38 43.3
 AB4097
 AB4097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4097!SPC NE       -   0.99994690  x   0.99965908  =   0.99960600
 AB4097!UTM  14      -   0.99994690  x   1.00013016  =   1.00007705
 AB4097
 AB4097:                Primary Azimuth Mark                     Grid Az
 AB4097:SPC NE       -  ART PETERS AZ MK                         186 31 52.6
 AB4097:UTM  14      -  ART PETERS AZ MK                         187 11 42.8
 AB4097
 AB4097|---------------------------------------------------------------------|
 AB4097| PID    Reference Object                     Distance      Geod. Az  |
 AB4097|                                                           dddmmss.s |
 AB4097| MK2158 ART PETERS AZ MK                    APPROX. 0.5 KM 1885026.1 |
 AB4097|---------------------------------------------------------------------|
 AB4097
 AB4097                          SUPERSEDED SURVEY CONTROL
 AB4097
 AB4097  ELLIP H (06/25/96)  338.60   (m)                       GP(       ) 1 1
 AB4097
 AB4097.Superseded values are not recommended for survey control.
 AB4097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4097.See file dsdata.txt to determine how the superseded data were derived.
 AB4097
 AB4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0755191620(NAD 83)
 AB4097_MARKER: I = METAL ROD
 AB4097_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4097_STAMPING: FET A 1995
 AB4097_MARK LOGO: NGS   
 AB4097_PROJECTION: FLUSH
 AB4097_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4097+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 AB4097_ROD/PIPE-DEPTH: 12.8 meters
 AB4097_SLEEVE-DEPTH  : 1 meters
 AB4097
 AB4097  HISTORY     - Date     Condition        Report By
 AB4097  HISTORY     - 1995     MONUMENTED       NGS
 AB4097  HISTORY     - 19970827 GOOD             NGS
 AB4097  HISTORY     - 20000613 GOOD             NEDR
 AB4097
 AB4097                          STATION DESCRIPTION
 AB4097
 AB4097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4097'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF NORTH BEND, 1.5
 AB4097'MI (2.4 KM) NORTHWEST OF FREMONT AND AT THE FREMONT MUNICIPAL AIRPORT.
 AB4097'OWNERSHIP CITY OF FREMONT, 725 NORTH PARK AVENUE, FREMONT, NE 68025.
 AB4097'AIRPORT MANAGER IS TOM ANDERSON, PHONE (402) 727-2691.  TO REACH THE
 AB4097'STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 30 AND 77 IN THE NORTH
 AB4097'SECTION OF FREMONT, GO WEST ON U.S. HIGHWAY 30 FOR 0.7 MI (1.1 KM) TO
 AB4097'A PAVED ROAD LEFT (JUST PAST A RAILROAD CROSSING), TURN LEFT AND GO
 AB4097'SOUTH ON AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO A ROAD WITH A GATE ON THE
 AB4097'RIGHT, TURN RIGHT, PASS THROUGH GATE AND GO WESTERLY ON GRAVEL AIRPORT
 AB4097'ENTRANCE ROAD, THEN THE APRON FOR 0.1 MI (0.2 KM) TO THE AIRPORT
 AB4097'OFFICE ON THE RIGHT, CONTINUE AHEAD AND GO WEST ON THE APRON, THEN A
 AB4097'CONNECTOR TAXIWAY FOR 0.15 MI (0.24 KM) TO THE APPROACH END OF RUNWAY
 AB4097'18, TURN LEFT AND GO SOUTH-SOUTHWEST ON THE RUNWAY FOR 0.05 MI (0.08
 AB4097'KM) TO A TAXIWAY RIGHT, TURN RIGHT AND GO WEST ON THE TAXIWAY FOR 98
 AB4097'FT (29.9 M) TO THE STATION ON THE LEFT AND IN LINE WITH THE FIRST SET
 AB4097'OF TAXIWAY LIGHTS WEST OF THE HOLD BAR.  THE STATION IS 123.3 FT (37.6
 AB4097'M) WEST OF THE RUNWAY CENTER, 93.3 FT (28.4 M) SOUTHWEST FROM THE MOST
 AB4097'WESTERLY OF A PAIR OF TAXIWAY LIGHTS, 71.2 FT (21.7 M) SOUTH OF THE
 AB4097'TAXIWAY CENTER AND 35.6 FT (10.9 M) SOUTH OF A TAXIWAY LIGHT.
 AB4097'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 AB4097'AIRPORT CONTROL STATION.
 AB4097
 AB4097                          STATION RECOVERY (1997)
 AB4097
 AB4097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 27AUG1997 (WCW) .  RECOVERED
 AB4097'AS DESCRIBED WITH NOTE.  THE 1995 TO REACH BEGINS AT THE JUNCTION OF
 AB4097'US HIGHWAY 30 BUSINESS (23RD STREET) AND US HIGHWAY 77 (BROAD STREET)
 AB4097', WHICH IS 3.2 KM (2.00 MI) SOUTH ALONG US HIGHWAY 77 FROM THE
 AB4097'JUNCTION OF US HIGHWAY 30 AND US HIGHWAY 77.  THE MARK IS A PUNCH AT
 AB4097'TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A RECORD
 AB4097'LENGTH OF 12.8 M (42.0 FT) IN A 2.5 CM (1 IN) FLUTED PLASTIC SLEEVE OF
 AB4097'RECORD LENGTH 1 M (3.3 FT) ENCASED IN A 12.5 CM (5 IN) DIA PVC PIPE
 AB4097'WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE MARK IS RECESSED 5.5 CM
 AB4097'BELOW THE TOP OF THE LOGO CAP.  THE LOGO CAP AND CONCRETE ARE FLUSH
 AB4097'WITH THE GROUND.
 AB4097
 AB4097                          STATION RECOVERY (2000)
 AB4097
 AB4097'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4097'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0022 ***********************************************************************
 LH0022  DESIGNATION -  FF 250
 LH0022  PID         -  LH0022
 LH0022  STATE/COUNTY-  NE/ADAMS
 LH0022  USGS QUAD   -  HASTINGS EAST (1983)
 LH0022
 LH0022                         *CURRENT SURVEY CONTROL
 LH0022  ___________________________________________________________________
 LH0022* NAD 83(1986)-  40 35 04.     (N)    098 22 26.     (W)     SCALED    
 LH0022* NAVD 88     -       587.442  (meters)    1927.30   (feet)  ADJUSTED  
 LH0022  ___________________________________________________________________
 LH0022  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 LH0022  DYNAMIC HT  -         587.115 (meters)    1926.23  (feet)  COMP
 LH0022  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 LH0022
 LH0022  VERT ORDER  -  FIRST     CLASS II
 LH0022
 LH0022.The horizontal coordinates were scaled from a topographic map and have
 LH0022.an estimated accuracy of +/- 6 seconds.
 LH0022
 LH0022.The orthometric height was determined by differential leveling
 LH0022.and adjusted by the National Geodetic Survey in May 1993..
 LH0022
 LH0022.The geoid height was determined by GEOID03.
 LH0022
 LH0022.The dynamic height is computed by dividing the NAVD 88
 LH0022.geopotential number by the normal gravity value computed on the
 LH0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0022.degrees latitude (g = 980.6199 gals.).
 LH0022
 LH0022.The modeled gravity was interpolated from observed gravity values.
 LH0022
 LH0022;                    North         East    Units  Estimated Accuracy
 LH0022;SPC NE       -    84,690.      637,630.      MT  (+/- 180 meters Scaled)
 LH0022
 LH0022                          SUPERSEDED SURVEY CONTROL
 LH0022
 LH0022  NAVD 88 (06/15/91)  587.468  (m)         1927.38   (f) UNKNOWN     1 2
 LH0022  NGVD 29 (??/??/92)  587.240  (m)         1926.64   (f) ADJ UNCH    1 2
 LH0022
 LH0022.Superseded values are not recommended for survey control.
 LH0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0022.See file dsdata.txt to determine how the superseded data were derived.
 LH0022
 LH0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK529928(NAD 83)
 LH0022_MARKER: DB = BENCH MARK DISK
 LH0022_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LH0022_SP_SET: BUILDING
 LH0022_STAMPING: FF 250 1947
 LH0022_MARK LOGO: CGS   
 LH0022_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0022+STABILITY: SURFACE MOTION
 LH0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0022+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1991
 LH0022
 LH0022  HISTORY     - Date     Condition        Report By
 LH0022  HISTORY     - 1947     MONUMENTED       CGS
 LH0022  HISTORY     - 19911006 GOOD             NGS
 LH0022  HISTORY     - 20010810 GOOD             NEDR
 LH0022
 LH0022                          STATION DESCRIPTION
 LH0022
 LH0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0022'AT HASTINGS.
 LH0022'AT HASTINGS, AT THE CITY BALL PARK, 158.0 FEET WEST OF THE
 LH0022'CENTER LINE OF U.S. HIGHWAY NO. 6, 105.0 FEET SOUTH OF THE SOUTH
 LH0022'RAIL OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 4.0
 LH0022'FEET ABOVE THE GROUND, SET VERTICALLY IN THE NORTH WALL OF
 LH0022'A SMALL RED BRICK PUMP HOUSE.
 LH0022
 LH0022                          STATION RECOVERY (1991)
 LH0022
 LH0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0022'IN HASTINGS, AT THE INTERSECTION OF 2ND STREET AND NORTH ELM AVENUE,
 LH0022'SET VERTICALLY IN THE NORTH FACE OF A 12 BY 16-FOOT BRICK BUILDING,
 LH0022'NEAR THE NORTHEAST CORNER OF THE CITY ATHLETIC FIELD, 106.0 M (347.8
 LH0022'FT) SOUTH OF THE CENTERLINE OF THE STREET, 47.7 M (156.5 FT) WEST OF
 LH0022'THE CENTERLINE OF THE AVENUE, 30.7 M (100.7 FT) SOUTH OF THE NEAR
 LH0022'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 1.2 M (3.9 FT) ABOVE THE
 LH0022'GROUND SURFACE, AND 0.3 M (1.0 FT) EAST OF THE NORTHEAST CORNER OF
 LH0022'THE BUILDING.
 LH0022
 LH0022                          STATION RECOVERY (2001)
 LH0022
 LH0022'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH0022'RECOVERED IN GOOD CONDITION.  NOTE-FROM THE CROSSROADS OF ADAMS/CLAY
 LH0022'COUNTY LINE AND HIGHWAY 6.  PROCEED WEST ALONG HIGHWAY 6 4.90 MILES
 LH0022'(7.89 KM) UNTIL YOU MEET SOUTH STREET ON RIGHT.  THEN KEEP GOING
 LH0022'STRAIGHT WEST 0.10 MILES (0.16 KM) UNTIL CROSSROADS OF SOUTH STREET
 LH0022'AND ELM AVENUE.  THEN TURN RIGHT GOING NORTH ALONG ELM AVENUE 0.11
 LH0022'MILE (0.18 KM) TO THE BENCH MARK.  MARK SET VERTICALLY IN THE NORTH
 LH0022'FACE OF 12 BY 16 FOOT (4.9 M) BRICK BUILDING NEAR THE NORTHEAST CORNER
 LH0022'OF THE CITY ATHLETIC FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0945 ***********************************************************************
 LG0945  DESIGNATION -  FILLMORE
 LG0945  PID         -  LG0945
 LG0945  STATE/COUNTY-  NE/FILLMORE
 LG0945  USGS QUAD   -  SUTTON (1969)
 LG0945
 LG0945                         *CURRENT SURVEY CONTROL
 LG0945  ___________________________________________________________________
 LG0945* NAD 83(1995)-  40 37 22.46771(N)    097 48 56.10962(W)     ADJUSTED  
 LG0945* NAVD 88     -       525.     (meters)    1722.     (feet)  SCALED    
 LG0945  ___________________________________________________________________
 LG0945  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 LG0945  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 LG0945
 LG0945  HORZ ORDER  -  SECOND
 LG0945
 LG0945.The horizontal coordinates were established by classical geodetic methods
 LG0945.and adjusted by the National Geodetic Survey in August 1997..
 LG0945
 LG0945.The orthometric height was scaled from a topographic map.
 LG0945
 LG0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0945
 LG0945.The geoid height was determined by GEOID03.
 LG0945
 LG0945;                    North         East     Units Scale Factor Converg.
 LG0945;SPC NE       -    90,000.141   684,768.526   MT  0.99977632   +1 26 51.4
 LG0945;UTM  14      - 4,497,571.811   600,177.677   MT  0.99972353   +0 46 16.4
 LG0945
 LG0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0945!SPC NE       -   0.99992173  x   0.99977632  =   0.99969806
 LG0945!UTM  14      -   0.99992173  x   0.99972353  =   0.99964528
 LG0945
 LG0945|---------------------------------------------------------------------|
 LG0945| PID    Reference Object                     Distance      Geod. Az  |
 LG0945|                                                           dddmmss.s |
 LG0945| CN9309 FILLMORE RM 1                        20.827 METERS 08804     |
 LG0945| CN9308 FILLMORE AZ MK                                     0975246.7 |
 LG0945| LG0943 SUTTON MUNICIPAL STANDPIPE          APPROX. 4.5 KM 2352042.6 |
 LG0945| LG0944 SUTTON IMM CONCEPT CATH CH          APPROX. 4.3 KM 2400220.8 |
 LG0945| CN9310 FILLMORE RM 2                        16.847 METERS 25424     |
 LG0945|---------------------------------------------------------------------|
 LG0945
 LG0945                          SUPERSEDED SURVEY CONTROL
 LG0945
 LG0945  NAD 83(1986)-  40 37 22.47500(N)    097 48 56.11032(W) AD(       ) 2
 LG0945  NAD 27      -  40 37 22.44900(N)    097 48 54.93900(W) AD(       ) 2
 LG0945
 LG0945.Superseded values are not recommended for survey control.
 LG0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0945.See file dsdata.txt to determine how the superseded data were derived.
 LG0945
 LG0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0017897572(NAD 83)
 LG0945_MARKER: DS = TRIANGULATION STATION DISK
 LG0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0945
 LG0945  HISTORY     - Date     Condition        Report By
 LG0945  HISTORY     - 1950     MONUMENTED       CGS
 LG0945  HISTORY     - 1963     GOOD             CGS
 LG0945
 LG0945                          STATION DESCRIPTION
 LG0945
 LG0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0945'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF GRAFTON
 LG0945'AND 2-1/2 MILES EAST NORTHEAST OF SUTTON ON THE RIGHT-OF-WAY
 LG0945'OF U.S. HIGHWAY 6.  IT IS 34 FEET NORTH OF THE CENTERLINE OF THE
 LG0945'HIGHWAY AND 29 FEET EAST OF A 6 INCH TREE WITH A TRIANGLE
 LG0945'BLAZE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 LG0945'IS STAMPED FILLMORE 1950.
 LG0945'
 LG0945'REFERENCE MARK NO. 1 IS 41.5 FEET WEST OF A LONE TREE AND 31
 LG0945'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK IS
 LG0945'SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED FILLMORE
 LG0945'NO 1 1950.
 LG0945'
 LG0945'REFERENCE MARK NO. 2 IS 26 FEET WEST SOUTHWEST OF A 6 INCH TREE
 LG0945'WITH A TRIANGLE BLAZE AND 24 FEET NORTH OF THE CENTERLINE
 LG0945'OF THE HIGHWAY.  THE MARK IS SET FLUSH WITH THE GROUND AND
 LG0945'THE DISK IS STAMPED FILLMORE NO 2 1950.
 LG0945'
 LG0945'AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF A GRAVEL
 LG0945'ROAD, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF
 LG0945'A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 LG0945'AND THE DISK IS STAMPED FILLMORE 1950.
 LG0945'
 LG0945'TO REACH THE STATION FROM DODGE AND PLYMOUTH GARAGE AND SKELLY
 LG0945'GAS STATION AT THE SOUTHEAST EDGE OF GRAFTON, GO WEST ON
 LG0945'U.S. HIGHWAY 6 FOR 4.85 MILES TO A CROSSROADS.  (AZIMUTH MARK
 LG0945'REACHED FROM THIS POINT BY TURNING SOUTH ON GRAVEL ROAD FOR
 LG0945'0.1 MILE TO MARK ON WEST SIDE OF ROAD AS DESCRIBED.) CONTINUE
 LG0945'WEST ON U.S. HIGHWAY 6 FOR 0.5 MILE TO STATION ON NORTH SIDE
 LG0945'OF ROAD AS DESCRIBED.
 LG0945'
 LG0945'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG0945
 LG0945                          STATION RECOVERY (1963)
 LG0945
 LG0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0945'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0945'FOUND IN GOOD CONDITION.  THE STATION MARK IS 1 FOOT WEST OF A
 LG0945'NEW STEEL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0412 ***********************************************************************
 NO0412  DESIGNATION -  FINK
 NO0412  PID         -  NO0412
 NO0412  STATE/COUNTY-  NE/BROWN
 NO0412  USGS QUAD   -  ELSMERE (1986)
 NO0412
 NO0412                         *CURRENT SURVEY CONTROL
 NO0412  ___________________________________________________________________
 NO0412* NAD 83(1995)-  42 12 36.67116(N)    100 07 48.89119(W)     ADJUSTED  
 NO0412* NAVD 88     -       885.     (meters)    2904.     (feet)  SCALED    
 NO0412  ___________________________________________________________________
 NO0412  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 NO0412  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 NO0412
 NO0412  HORZ ORDER  -  FIRST
 NO0412
 NO0412.The horizontal coordinates were established by classical geodetic methods
 NO0412.and adjusted by the National Geodetic Survey in August 1997..
 NO0412
 NO0412.The orthometric height was scaled from a topographic map.
 NO0412
 NO0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0412
 NO0412.The geoid height was determined by GEOID03.
 NO0412
 NO0412;                    North         East     Units Scale Factor Converg.
 NO0412;SPC NE       -   263,905.935   489,247.339   MT  0.99973412   -0 05 10.7
 NO0412;UTM  14      - 4,673,731.698   406,703.655   MT  0.99970710   -0 45 33.9
 NO0412
 NO0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0412!SPC NE       -   0.99986463  x   0.99973412  =   0.99959879
 NO0412!UTM  14      -   0.99986463  x   0.99970710  =   0.99957177
 NO0412
 NO0412|---------------------------------------------------------------------|
 NO0412| PID    Reference Object                     Distance      Geod. Az  |
 NO0412|                                                           dddmmss.s |
 NO0412| CO3102 FINK RM 1                            23.224 METERS 05058     |
 NO0412| CO3103 FINK RM                              30.477 METERS 12844     |
 NO0412| CO3101 FINK AZ MK                                         2600848.7 |
 NO0412|---------------------------------------------------------------------|
 NO0412
 NO0412                          SUPERSEDED SURVEY CONTROL
 NO0412
 NO0412  NAD 83(1986)-  42 12 36.67409(N)    100 07 48.89925(W) AD(       ) 1
 NO0412  NAD 27      -  42 12 36.67800(N)    100 07 47.43100(W) AD(       ) 1
 NO0412
 NO0412.Superseded values are not recommended for survey control.
 NO0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0412.See file dsdata.txt to determine how the superseded data were derived.
 NO0412
 NO0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM0670473732(NAD 83)
 NO0412_MARKER: DB = BENCH MARK DISK
 NO0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0412
 NO0412  HISTORY     - Date     Condition        Report By
 NO0412  HISTORY     - 1949     MONUMENTED       USGS
 NO0412
 NO0412                          STATION DESCRIPTION
 NO0412
 NO0412'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NO0412'THE STATION IS LOCATED ABOUT 26.0 MILES SOUTH-SOUTHWEST OF
 NO0412'AINSWORTH, ABOUT 4.0 MILES NORTH-NORTHEAST OF THE ELSMERE
 NO0412'STORE AND POST OFFICE AND ABOUT 8.0 MILES NORTH-NORTHWEST OF
 NO0412'THE KOSHOPAH STORE AND POST OFFICE.  IT IS ON THE SUMMIT OF THE
 NO0412'HIGHEST SAND HILL IN THE VICINITY, ABOUT 0.55 OF A MILE
 NO0412'EAST-NORTHEAST OF A SOUTHEAST FENCE CORNER, AND 0.45 OF A
 NO0412'MILE NORTHEAST OF A WINDMILL, AND 6.0 FEET NORTHWEST OF A
 NO0412'WITNESS POST.  IT IS A STANDARD U.S.G.S. BM DISK SET IN THE
 NO0412'TOP OF A SIX INCH BY SIX INCH CONCRETE POST PROJECTING 1.0
 NO0412'FOOT ABOVE THE GROUND.  IT IS STAMPED FINK 1948.
 NO0412'
 NO0412'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 NO0412'ABOUT 5.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0412'3 INCHES AND IS STAMPED FINK NO 1 1949.
 NO0412'
 NO0412'REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. REFERENCE MARK
 NO0412'DISK SET IN THE TOP OF A SIX INCH BY SIX INCH CONCRETE POST
 NO0412'PROJECTING 10 INCHES ABOVE THE GROUND.  IT IS STAMPED FINK
 NO0412'1948.
 NO0412'
 NO0412'THE AZIMUTH MARK IS ABOUT 0.1 OF A MILE WEST OF A SOUTHEAST
 NO0412'FENCE CORNER, 2.3 FEET EAST OF A WITNESS POST AND 0.8 OF A FOOT
 NO0412'NORTH OF A FENCE.  IT PROJECTS 7 INCHES AND IS STAMPED FINK
 NO0412'1949.
 NO0412'
 NO0412'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NO0412'GO SOUTH ON STATE ROUTE NO. 7 FOR 22.75 MILES TO A SIDE ROAD
 NO0412'RIGHT, AT SIGN HITCHCOCK RANCH, TURN RIGHT AND GO 2.3 MILES
 NO0412'TO A FORK, TAKE RIGHT FORK AND GO 1.8 MILES TO A FORK, TAKE
 NO0412'LEFT FORK AND GO 0.15 OF A MILE TO A FORK, TAKE RIGHT FORK AND
 NO0412'GO 0.75 OF A MILE TO A CATTLE GUARD AND A FORK, TAKE RIGHT
 NO0412'FORK FOR 3.7 MILES TO A FORK, TAKE RIGHT FORK FOR 0.3 OF A
 NO0412'MILE TO A SCHOOL HOUSE ON THE RIGHT, CONTINUE STRAIGHT AHEAD
 NO0412'ON THE MAIN TRAVELED ROAD FOR 0.5 OF A MILE TO A RANCH HOUSE
 NO0412'ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD
 NO0412'FOR 1.55 MILES TO A FORK, TAKE RIGHT FORK AND GO 0.35 OF A
 NO0412'MILE TO A FARM HOUSE ON THE LEFT AND A FORK JUST AFTER
 NO0412'PASSING THROUGH A CATTLE GUARD, TAKE LEFT FORK AND GO 2.5
 NO0412'MILES TO A FARM HOUSE AND CATTLE GUARD, TURN LEFT ON MAIN
 NO0412'TRAVELED ROAD JUST AFTER CROSSING THE CATTLE GUARD AND
 NO0412'GO 1.95 MILES TO A CROSSROAD AT THE NORTHEAST CORNER OF A
 NO0412'SCHOOL YARD, TURN RIGHT, WEST, AND GO 0.3 OF A MILE TO A
 NO0412'FORK, TAKE RIGHT FORK, AND CONTINUE STRAIGHT AHEAD FOR 0.9
 NO0412'OF A MILE TO A RANCH HOUSE ON THE RIGHT, CONTINUE STRAIGHT
 NO0412'AHEAD FOR 1.95 TO A RANCH HOUSE ON THE RIGHT, TURN LEFT AND GO
 NO0412'SOUTH ON TRACK ROAD FOR 0.15 OF A MILE TO A DIM TRACK ROAD
 NO0412'LEFT, TURN LEFT ON DIM TRACK ROAD AND GO 1.1 MILES TO A
 NO0412'WIRE FENCE JUST NORTHWEST OF A WINDMILL, LET DOWN FENCE AND GO
 NO0412'EAST-NORTHEAST ACROSS A PASTURE FOR ABOUT 0.5 OF A MILE TO THE
 NO0412'HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0412'
 NO0412'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST-SOUTHWEST
 NO0412'TO THE LET-DOWN IN THE FENCE AND PICK WAY SOUTHWEST THROUGH
 NO0412'PASTURE FOR 0.15 OF A MILE TO THE TOP OF A RISE AND THE
 NO0412'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NO0412'
 NO0412'A 74 FOOT SIGNAL AT STATIONS MIDVALE, PURDUM, AND GOOSE CREEK
 NO0412'(USGS) ARE VISIBLE AT 4 FEET.
 NO0412'
 NO0412'A 4 FOOT SIGNAL AT STATION KOSHOPAH IS VISIBLE AT 4 FEET.
 NO0412'
 NO0412'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0623 ***********************************************************************
 MN0623  DESIGNATION -  FINK
 MN0623  PID         -  MN0623
 MN0623  STATE/COUNTY-  NE/BANNER
 MN0623  USGS QUAD   -  SOUTH OF GABE ROCK (1979)
 MN0623
 MN0623                         *CURRENT SURVEY CONTROL
 MN0623  ___________________________________________________________________
 MN0623* NAD 83(1995)-  41 24 38.01906(N)    103 49 37.58640(W)     ADJUSTED  
 MN0623* NAVD 88     -      1190.     (meters)    3904.     (feet)  SCALED    
 MN0623  ___________________________________________________________________
 MN0623  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 MN0623  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 MN0623
 MN0623  HORZ ORDER  -  SECOND
 MN0623
 MN0623.The horizontal coordinates were established by classical geodetic methods
 MN0623.and adjusted by the National Geodetic Survey in August 1997..
 MN0623
 MN0623.The orthometric height was scaled from a topographic map.
 MN0623
 MN0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0623
 MN0623.The geoid height was determined by GEOID03.
 MN0623
 MN0623;                    North         East     Units Scale Factor Converg.
 MN0623;SPC NE       -   182,190.699   180,225.194   MT  0.99965997   -2 32 10.4
 MN0623;UTM  13      - 4,584,998.563   598,028.308   MT  0.99971826   +0 46 33.1
 MN0623
 MN0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0623!SPC NE       -   0.99981633  x   0.99965997  =   0.99947636
 MN0623!UTM  13      -   0.99981633  x   0.99971826  =   0.99953464
 MN0623
 MN0623:                Primary Azimuth Mark                     Grid Az
 MN0623:SPC NE       -  FINK AZ MK                               008 59 59.0
 MN0623:UTM  13      -  FINK AZ MK                               005 41 15.5
 MN0623
 MN0623|---------------------------------------------------------------------|
 MN0623| PID    Reference Object                     Distance      Geod. Az  |
 MN0623|                                                           dddmmss.s |
 MN0623| CP8026 FINK AZ MK                                         0062748.6 |
 MN0623| MN0584 HARRISBURG MOTOROLA COMMUN MST      APPROX. 8.4 KM 0771206.0 |
 MN0623| MN0588 DIX WU MICROWAVE RELAY TOWER        APPROX.34.6 KM 1340341.2 |
 MN0623| MN0582 KIMBALL MOTOROLA COMMUM MAST        APPROX.19.8 KM 1354944.7 |
 MN0623| MN0591 KIMBALL COLLIER TV MICROWAVE        APPROX.27.2 KM 1411020.6 |
 MN0623| MN0604 KIMBALL NEFF TRUCKING RAD MAST      APPROX.25.0 KM 1462253.3 |
 MN0623| MN0626 UNION PAC MICROWAVE TOWER 3040      APPROX.15.3 KM 1640419.6 |
 MN0623| CP8027 FINK RM 1                            25.725 METERS 18719     |
 MN0623| CP8028 FINK RM 2                                          26801     |
 MN0623|---------------------------------------------------------------------|
 MN0623
 MN0623                          SUPERSEDED SURVEY CONTROL
 MN0623
 MN0623  NAD 83(1995)-  41 24 38.01878(N)    103 49 37.58619(W) AD(       ) 2
 MN0623  NAD 83(1986)-  41 24 38.00857(N)    103 49 37.58631(W) AD(       ) 2
 MN0623  NAD 27      -  41 24 38.08880(N)    103 49 35.77940(W) AD(       ) 2
 MN0623
 MN0623.Superseded values are not recommended for survey control.
 MN0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0623.See file dsdata.txt to determine how the superseded data were derived.
 MN0623
 MN0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9802884999(NAD 83)
 MN0623_MARKER: DS = TRIANGULATION STATION DISK
 MN0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0623
 MN0623  HISTORY     - Date     Condition        Report By
 MN0623  HISTORY     - 1963     MONUMENTED       CGS
 MN0623  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0623
 MN0623                          STATION DESCRIPTION
 MN0623
 MN0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0623'THE STATION IS 12 MILES NORTH AND 9 MILES WEST OF KIMBALL,
 MN0623'IN THE SOUTHWEST QUARTER OF SECTION 30, T 17 N, R 57 W AND
 MN0623'ON PROPERTY OWNED BY THE FINK ESTATE AND LEASED BY MR. HENRY
 MN0623'JENNINGS.
 MN0623'
 MN0623'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0623'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0623'13.1 MILES TO A CROSSROAD AND A SIGN ON THE RIGHT ALBIN WYO.
 MN0623'24.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 8.8 MILES TO
 MN0623'THE AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF THE GRAVEL ROAD.
 MN0623'CONTINUE WEST ON THE GRAVEL ROAD FOR 0.3 MILE TO A SIDE ROAD
 MN0623'LEFT.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 0.9 MILE
 MN0623'TO A CROSSROAD.  TURN LEFT AND GO EAST AND NORTH FOR 0.3 MILE
 MN0623'TO TWO OIL STORAGE TANKS ON THE LEFT AND THE STATION ON THE
 MN0623'RIGHT.
 MN0623'
 MN0623'STATION MARKS ARE STANDARD DISKS STAMPED FINK 1963.  THE
 MN0623'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0623'6 INCHES.  IT IS 98 FEET NORTHEAST OF AN OIL SEPARATOR,
 MN0623'20 FEET EAST OF A GRAVEL ROAD AND 3 FEET WEST OF A METAL
 MN0623'WITNESS POST, THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MN0623'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0623'
 MN0623'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FINK NO 1 1963,
 MN0623'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0623'GROUND.  IT IS 97 FEET SOUTHEAST OF THE OIL SEPARATOR AND
 MN0623'14 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.
 MN0623'
 MN0623'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FINK NO 2 1963,
 MN0623'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0623'GROUND.  IT IS 58 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 MN0623'AND 20 FEET NORTHEAST OF THE OIL SEPARATOR.
 MN0623'
 MN0623'AZIMUTH MARK, A STANDARD DISK STAMPED FINK 1963, IS SET IN
 MN0623'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 36
 MN0623'FEET SOUTH OF A GRAVEL ROAD, 19 FEET EAST OF A TRACK ROAD,
 MN0623'2.5 FEET EAST OF A POWER POLE AND 2 FEET WEST OF A METAL WITNESS
 MN0623'POST.
 MN0623'
 MN0623'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0623'
 MN0623'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 MN0623
 MN0623                          STATION RECOVERY (1974)
 MN0623
 MN0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (ELA)
 MN0623'SURFACE AND REFERENCE MARKS WERE NOT FOUND.
 MN0623'
 MN0623'SITE OF MARK NOW UNDER CULTIVATION.
 MN0623'
 MN0623'AZIMUTH MARK OK AS LISTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1093 ***********************************************************************
 LG1093  DESIGNATION -  FIRST DUTCH LUTHERAN CHURCH
 LG1093  PID         -  LG1093
 LG1093  STATE/COUNTY-  NE/GAGE
 LG1093  USGS QUAD   -  PLYMOUTH (1980)
 LG1093
 LG1093                         *CURRENT SURVEY CONTROL
 LG1093  ___________________________________________________________________
 LG1093* NAD 83(1995)-  40 18 23.79616(N)    096 52 45.17709(W)     ADJUSTED  
 LG1093* NAVD 88     -                                                        
 LG1093  ___________________________________________________________________
 LG1093  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 LG1093  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 LG1093
 LG1093  HORZ ORDER  -  THIRD
 LG1093
 LG1093.The horizontal coordinates were established by classical geodetic methods
 LG1093.and adjusted by the National Geodetic Survey in August 1997..
 LG1093
 LG1093
 LG1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1093
 LG1093.The geoid height was determined by GEOID03.
 LG1093
 LG1093;                    North         East     Units Scale Factor Converg.
 LG1093;SPC NE       -    57,336.251   765,209.387   MT  0.99987544   +2 04 05.3
 LG1093;UTM  14      - 4,463,947.014   680,224.018   MT  0.99999984   +1 22 20.1
 LG1093
 LG1093                          SUPERSEDED SURVEY CONTROL
 LG1093
 LG1093  NAD 83(1986)-  40 18 23.80316(N)    096 52 45.17532(W) AD(       ) 4
 LG1093  NAD 27      -  40 18 23.79500(N)    096 52 44.08900(W) AD(       ) 3
 LG1093
 LG1093.Superseded values are not recommended for survey control.
 LG1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1093.See file dsdata.txt to determine how the superseded data were derived.
 LG1093
 LG1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8022463947(NAD 83)
 LG1093_MARKER: 90 = CHURCH SPIRE
 LG1093
 LG1093  HISTORY     - Date     Condition        Report By
 LG1093  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1093  HISTORY     - 20040531 GOOD             USPSQD
 LG1093
 LG1093                          STATION DESCRIPTION
 LG1093
 LG1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1093'THE CHURCH SPIRE IS LOCATED ABOUT 6 MILES EAST OF PLYMOUTH AT
 LG1093'THE NORTH EAST ANGLE OF A CROSSROAD.  IT IS A RED BRICK BUILDING
 LG1093'WITH THE SPIRE ON THE SOUTH END OF THE BUILDING.  THE SPIRE IS
 LG1093'GREY WITH A WHITE BASE.  IT IS ABOUT 70 FEET HIGH AND A CROSS ON
 LG1093'THE TOP.  THE POINT OBSERVED UPON WAS THE TOP OF THE SPIRE.  IT IS
 LG1093'75 FEET NORTH OF THE CENTER OF STATE HIGHWAY 4 AND 90 FEET
 LG1093'EAST OF THE CENTER OF A NORTH-SOUTH ROAD.
 LG1093
 LG1093                          STATION RECOVERY (2004)
 LG1093
 LG1093'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1093'STATION FOUND GOOD. THE NORTH-SOUTH ROAD IN THE 1947 DESCRIPTION IS
 LG1093'NOW S.W. 117TH ROAD.  THE CHURCH IS IN THE NORTHEAST CORNER OF THE
 LG1093'INTERSECTION OF STATE HIGHWAY 4 AND S.W. 117TH ROAD.  THE CHURCH IS
 LG1093'NOW NAMED FIRST TRINITY LUTHERAN CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1147 ***********************************************************************
 LG1147  DESIGNATION -  FIRTH MUNICIPAL TANK
 LG1147  PID         -  LG1147
 LG1147  STATE/COUNTY-  NE/LANCASTER
 LG1147  USGS QUAD   -  FIRTH (1965)
 LG1147
 LG1147                         *CURRENT SURVEY CONTROL
 LG1147  ___________________________________________________________________
 LG1147* NAD 83(1995)-  40 31 59.97359(N)    096 36 18.29919(W)     ADJUSTED  
 LG1147* NAVD 88     -                                                        
 LG1147  ___________________________________________________________________
 LG1147  LAPLACE CORR-          -6.48  (seconds)                    DEFLEC99
 LG1147  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 LG1147
 LG1147  HORZ ORDER  -  THIRD
 LG1147
 LG1147.The horizontal coordinates were established by classical geodetic methods
 LG1147.and adjusted by the National Geodetic Survey in August 1997..
 LG1147
 LG1147
 LG1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1147
 LG1147.The geoid height was determined by GEOID03.
 LG1147
 LG1147;                    North         East     Units Scale Factor Converg.
 LG1147;SPC NE       -    83,365.713   787,506.026   MT  0.99980136   +2 14 59.3
 LG1147;UTM  14      - 4,489,709.848   702,839.381   MT  1.00010647   +1 33 25.1
 LG1147
 LG1147                          SUPERSEDED SURVEY CONTROL
 LG1147
 LG1147  NAD 83(1986)-  40 31 59.98158(N)    096 36 18.29797(W) AD(       ) 4
 LG1147  NAD 27      -  40 31 59.98000(N)    096 36 17.23000(W) AD(       ) 3
 LG1147
 LG1147.Superseded values are not recommended for survey control.
 LG1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1147.See file dsdata.txt to determine how the superseded data were derived.
 LG1147
 LG1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0283989710(NAD 83)
 LG1147_MARKER: 53 = ELEVATED TANK
 LG1147
 LG1147  HISTORY     - Date     Condition        Report By
 LG1147  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1147  HISTORY     - 20050810 MARK NOT FOUND   GEOCAC
 LG1147
 LG1147                          STATION DESCRIPTION
 LG1147
 LG1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1147'THE TANK IS LOCATED AT THE EAST EDGE OF TOWN.  IT IS A FOUR
 LG1147'LEGGED STEEL STRUCTURE SUPPORTING A TANK.  IT IS BLACK IN COLOR
 LG1147'WITH THE ROOF PAINTED SILVER.  IT IS ABOUT 60 FEET IN HEIGHT.  IT
 LG1147'IS 65 FEET WEST OF A NORTH-SOUTH STREET AND 198 FEET SOUTH
 LG1147'OF AN EAST-WEST STREET.  THE POINT OBSERVED UPON WAS THE BALL
 LG1147'AT THE APEX OF THE ROOF.
 LG1147
 LG1147                          STATION RECOVERY (2005)
 LG1147
 LG1147'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LG1147'TANK HAS BEEN RAZED.
 LG1147' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1148 ***********************************************************************
 LG1148  DESIGNATION -  FIRTH ST JOHNS LUTHERAN CHURCH
 LG1148  PID         -  LG1148
 LG1148  STATE/COUNTY-  NE/LANCASTER
 LG1148  USGS QUAD   -  FIRTH (1965)
 LG1148
 LG1148                         *CURRENT SURVEY CONTROL
 LG1148  ___________________________________________________________________
 LG1148* NAD 83(1995)-  40 30 30.44274(N)    096 37 28.02685(W)     ADJUSTED  
 LG1148* NAVD 88     -                                                        
 LG1148  ___________________________________________________________________
 LG1148  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 LG1148  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 LG1148
 LG1148  HORZ ORDER  -  THIRD
 LG1148
 LG1148.The horizontal coordinates were established by classical geodetic methods
 LG1148.and adjusted by the National Geodetic Survey in August 1997..
 LG1148
 LG1148
 LG1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1148
 LG1148.The geoid height was determined by GEOID03.
 LG1148
 LG1148;                    North         East     Units Scale Factor Converg.
 LG1148;SPC NE       -    80,542.486   785,974.346   MT  0.99980874   +2 14 13.1
 LG1148;UTM  14      - 4,486,904.521   701,273.195   MT  1.00009868   +1 32 36.9
 LG1148
 LG1148                          SUPERSEDED SURVEY CONTROL
 LG1148
 LG1148  NAD 83(1986)-  40 30 30.45046(N)    096 37 28.02433(W) AD(       ) 4
 LG1148  NAD 27      -  40 30 30.44500(N)    096 37 26.95400(W) AD(       ) 3
 LG1148
 LG1148.Superseded values are not recommended for survey control.
 LG1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1148.See file dsdata.txt to determine how the superseded data were derived.
 LG1148
 LG1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0127386905(NAD 83)
 LG1148_MARKER: 90 = CHURCH SPIRE
 LG1148
 LG1148  HISTORY     - Date     Condition        Report By
 LG1148  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1148  HISTORY     - 20020816 MARK NOT FOUND   USPSQD
 LG1148
 LG1148                          STATION DESCRIPTION
 LG1148
 LG1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1148'THE CHURCH IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF FIRTH.  IT IS
 LG1148'A WHITE FRAME BUILDING WITH THE SPIRE ON THE NORTH END OF THE
 LG1148'CHURCH.  IT IS ABOUT 60 FEET HIGH AND HAS A BALL ON THE TOP.
 LG1148'IT IS 45 FEET EAST OF THE CENTER OF THE DRIVEWAY TO THE CHURCH
 LG1148'AND 75 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD.
 LG1148'THE POINT OBSERVED UPON WAS THE BALL ON TOP OF THE SPIRE.
 LG1148
 LG1148                          STATION RECOVERY (2002)
 LG1148
 LG1148'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG1148'CHURCH IS LOCATED IN GAGE(NOT LANCASTER) COUNTY, 1 MILE SOUTH OF
 LG1148'LANCASTER CTY LINE, 2.5 MILES SOUTHWEST OF FIRTH. FROM FIRTH TAKE SPUR
 LG1148'34B TO E. APPLE RD., TURN RIGHT GO 0.75 MILE TO CHURCH ON LEFT. CHURCH
 LG1148'IS INACTIVE AND IS STORAGE BUILDING. SPIRE AND BALL ON TOP OF CHURCH
 LG1148'NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0474 ***********************************************************************
 LJ0474  DESIGNATION -  FISCHER
 LJ0474  PID         -  LJ0474
 LJ0474  STATE/COUNTY-  NE/FRONTIER
 LJ0474  USGS QUAD   -  CURTIS SE (1983)
 LJ0474
 LJ0474                         *CURRENT SURVEY CONTROL
 LJ0474  ___________________________________________________________________
 LJ0474* NAD 83(1995)-  40 33 45.85573(N)    100 34 25.53440(W)     ADJUSTED  
 LJ0474* NAVD 88     -       879.     (meters)    2884.     (feet)  SCALED    
 LJ0474  ___________________________________________________________________
 LJ0474  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LJ0474  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 LJ0474
 LJ0474  HORZ ORDER  -  SECOND
 LJ0474
 LJ0474.The horizontal coordinates were established by classical geodetic methods
 LJ0474.and adjusted by the National Geodetic Survey in August 1997..
 LJ0474
 LJ0474.The orthometric height was scaled from a topographic map.
 LJ0474
 LJ0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0474
 LJ0474.The geoid height was determined by GEOID03.
 LJ0474
 LJ0474;                    North         East     Units Scale Factor Converg.
 LJ0474;SPC NE       -    81,146.882   451,419.444   MT  0.99979288   -0 22 48.8
 LJ0474;UTM  14      - 4,491,408.638   366,770.969   MT  0.99981849   -1 01 24.7
 LJ0474
 LJ0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0474!SPC NE       -   0.99986573  x   0.99979288  =   0.99965863
 LJ0474!UTM  14      -   0.99986573  x   0.99981849  =   0.99968424
 LJ0474
 LJ0474:                Primary Azimuth Mark                     Grid Az
 LJ0474:SPC NE       -  FISCHER AZ MK                            034 36 31.9
 LJ0474:UTM  14      -  FISCHER AZ MK                            035 15 07.8
 LJ0474
 LJ0474|---------------------------------------------------------------------|
 LJ0474| PID    Reference Object                     Distance      Geod. Az  |
 LJ0474|                                                           dddmmss.s |
 LJ0474| CN9313 FISCHER AZ MK                                      0341343.1 |
 LJ0474| CN9314 FISCHER RM 1                         27.310 METERS 09859     |
 LJ0474| CN9315 FISCHER RM 2                         17.452 METERS 18542     |
 LJ0474| LJ0475 DENVER GRAND IS AWY BCN 23          APPROX. 4.9 KM 2871559.1 |
 LJ0474|---------------------------------------------------------------------|
 LJ0474
 LJ0474                          SUPERSEDED SURVEY CONTROL
 LJ0474
 LJ0474  NAD 83(1986)-  40 33 45.86129(N)    100 34 25.54079(W) AD(       ) 2
 LJ0474  NAD 27      -  40 33 45.82800(N)    100 34 24.00605(W) AD(       ) 2
 LJ0474
 LJ0474.Superseded values are not recommended for survey control.
 LJ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0474.See file dsdata.txt to determine how the superseded data were derived.
 LJ0474
 LJ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6677191409(NAD 83)
 LJ0474_MARKER: DS = TRIANGULATION STATION DISK
 LJ0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0474
 LJ0474  HISTORY     - Date     Condition        Report By
 LJ0474  HISTORY     - 1951     MONUMENTED       CGS
 LJ0474
 LJ0474                          STATION DESCRIPTION
 LJ0474
 LJ0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0474'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF MAYWOOD,
 LJ0474'6.0 MILES SOUTHWEST OF CURTIS, JUST WEST OF WHERE A GRADED
 LJ0474'ROAD CURVES FROM THE WEST TO THE SOUTH AND JUST WEST OF A FARM
 LJ0474'YARD LANE.  IT IS 60.0 FEET WEST OF THE CENTER OF A CURVE IN
 LJ0474'A GRADED ROAD, 20.0 FEET SOUTH OF THE CENTER OF A FARM LANE,
 LJ0474'10.0 FEET SOUTH OF A FENCE CORNER, 2.0 FEET NORTH OF A WITNESS
 LJ0474'POST AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT
 LJ0474'PROJECTS 2 INCHES AND IS STAMPED FISCHER 1951.
 LJ0474'
 LJ0474'REFERENCE MARK NO. 1 IS 30.0 FEET EAST OF THE CENTER OF A CURVE IN
 LJ0474'A GRADED ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED FISCHER NO 1
 LJ0474'1951.
 LJ0474'
 LJ0474'REFERENCE MARK NO. 2 IS 41.0 FEET WEST OF THE CENTER OF A
 LJ0474'NORTH-SOUTH GRADED ROAD AND 4.0 FEET WEST OF A NORTH-SOUTH
 LJ0474'FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED FISCHER NO 2
 LJ0474'1951.
 LJ0474'
 LJ0474'THE DISTANCE BETWEEN REFERENCE MARKS IS 103.7 FEET.
 LJ0474'
 LJ0474'THE AZIMUTH MARK IS 35.0 FEET WEST OF THE CENTER OF THE CURVE
 LJ0474'WHERE A GRADED ROAD TURNS FROM THE WEST TO THE SOUTH, 19.0 FEET
 LJ0474'EAST OF A NORTH-SOUTH FENCE LINE, 1.5 FEET SOUTH OF A WITNESS
 LJ0474'POST AND ON THE WEST RIGHT-OF-WAY OF THE ROAD.  IT PROJECTS
 LJ0474'3 INCHES AND IS STAMPED FISCHER 1951.
 LJ0474'
 LJ0474'TO REACH THE STATION FROM THE DEPOT IN CURTIS, GO SOUTH ON
 LJ0474'A GRAVELED ROAD FOR 0.35 TO A Y FORK.  TAKE THE RIGHT FORK
 LJ0474'AND FOLLOW THE MAIN GRADED ROAD AS IT JOGS WEST AND SOUTHWEST
 LJ0474'FOR 5.35 MILES TO A Y FORK.  TAKE THE RIGHT FORK AND FOLLOW
 LJ0474'THE MAIN GRADED ROAD SOUTHWESTERLY FOR 1.0 MILE TO A CURVE AND
 LJ0474'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 LJ0474'SOUTHWESTERLY ON THE MAIN ROAD FOR 0.6 MILE TO A FARM LANE AND THE
 LJ0474'STATION ON THE RIGHT AS DESCRIBED.
 LJ0474'
 LJ0474'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0585 ***********************************************************************
 MN0585  DESIGNATION -  FISCHER
 MN0585  PID         -  MN0585
 MN0585  STATE/COUNTY-  NE/BANNER
 MN0585  USGS QUAD   -  BENNETT RESERVOIR NW (1979)
 MN0585
 MN0585                         *CURRENT SURVEY CONTROL
 MN0585  ___________________________________________________________________
 MN0585* NAD 83(1995)-  41 25 37.33833(N)    103 43 38.89001(W)     ADJUSTED  
 MN0585* NAVD 88     -      1510.     (meters)    4954.     (feet)  SCALED    
 MN0585  ___________________________________________________________________
 MN0585  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 MN0585  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 MN0585
 MN0585  HORZ ORDER  -  SECOND
 MN0585
 MN0585.The horizontal coordinates were established by classical geodetic methods
 MN0585.and adjusted by the National Geodetic Survey in August 1997..
 MN0585
 MN0585.The orthometric height was scaled from a topographic map.
 MN0585
 MN0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0585
 MN0585.The geoid height was determined by GEOID03.
 MN0585
 MN0585;                    North         East     Units Scale Factor Converg.
 MN0585;SPC NE       -   183,654.683   188,624.079   MT  0.99965954   -2 28 12.7
 MN0585;UTM  13      - 4,586,945.490   606,329.151   MT  0.99973914   +0 50 31.4
 MN0585
 MN0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0585!SPC NE       -   0.99976619  x   0.99965954  =   0.99942581
 MN0585!UTM  13      -   0.99976619  x   0.99973914  =   0.99950539
 MN0585
 MN0585|---------------------------------------------------------------------|
 MN0585| PID    Reference Object                     Distance      Geod. Az  |
 MN0585|                                                           dddmmss.s |
 MN0585| CP8031 FISCHER RM 1                         12.751 METERS 08117     |
 MN0585| CP8030 FISCHER AZ MK RESET                                1662900.2 |
 MN0585| CP8029 FISCHER AZ MK                                      1683252.5 |
 MN0585| CP8032 FISCHER RM 2                         15.701 METERS 26814     |
 MN0585| MN0584 HARRISBURG MOTOROLA COMMUN MST      111.424 METERS 28717     |
 MN0585|---------------------------------------------------------------------|
 MN0585
 MN0585                          SUPERSEDED SURVEY CONTROL
 MN0585
 MN0585  NAD 83(1995)-  41 25 37.33798(N)    103 43 38.88990(W) AD(       ) 2
 MN0585  NAD 83(1986)-  41 25 37.32838(N)    103 43 38.89029(W) AD(       ) 2
 MN0585  NAD 27      -  41 25 37.41070(N)    103 43 37.08900(W) AD(       ) 2
 MN0585
 MN0585.Superseded values are not recommended for survey control.
 MN0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0585.See file dsdata.txt to determine how the superseded data were derived.
 MN0585
 MN0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0632986945(NAD 83)
 MN0585_MARKER: DS = TRIANGULATION STATION DISK
 MN0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0585
 MN0585  HISTORY     - Date     Condition        Report By
 MN0585  HISTORY     - 1963     MONUMENTED       CGS
 MN0585  HISTORY     - 1965     GOOD             CGS
 MN0585
 MN0585                          STATION DESCRIPTION
 MN0585
 MN0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0585'THE STATION IS 13 MILES NORTH AND 3-1/2 MILES WEST OF KIMBALL,
 MN0585'IN THE SOUTHWEST QUARTER OF SECTION 24, T 17 N, R 56 W, AND
 MN0585'IN THE FARM YARD OF MR. HARRY FISCHER.
 MN0585'
 MN0585'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0585'STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR 13.05
 MN0585'MILES TO A CROSSROAD, (A ROAD SIGN ALBIN, WYO 24 ON THE RIGHT).
 MN0585'TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR 3.5 MILES TO A
 MN0585'FARM ROAD ON THE RIGHT, LEADING TO THE FISCHER FARM HOME,
 MN0585'AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 MN0585'TURN RIGHT AND GO NORTH ON THE FARM ROAD FOR 0.35 MILE TO
 MN0585'FISCHER FARM AND THE STATION SOUTH OF A BARN.
 MN0585'
 MN0585'STATION MARKS ARE STANDARD DISKS STAMPED FISCHER 1963.  THE
 MN0585'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0585'SURFACE OF THE GROUND.  IT IS 67.5 FEET SOUTHWEST OF THE
 MN0585'SOUTHWEST CORNER OF THE BARN, 11 FEET SOUTHEAST OF THE EAST
 MN0585'CORNER POST OF A WIRE GATE, 4.5 FEET SOUTH OF A FENCE, AND
 MN0585'4.5 FEET SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND
 MN0585'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 MN0585'THE SURFACE OF THE GROUND.
 MN0585'
 MN0585'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FISCHER NO 1
 MN0585'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0585'OF THE GROUND.  IT IS 61.5 FEET SOUTHWEST OF THE SOUTHEAST
 MN0585'CORNER OF THE BARN, 55.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 MN0585'OF THE BARN, AND 1 FOOT SOUTH OF THE FENCE.
 MN0585'
 MN0585'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FISCHER NO 2
 MN0585'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0585'OF THE GROUND.  IT IS 100.2 FEET SOUTHWEST OF THE SOUTHWEST
 MN0585'CORNER OF THE BARN, 25 FEET WEST OF THE WEST CORNER OF A WIRE
 MN0585'GATE, AND 1 FOOT SOUTH OF THE FENCE.
 MN0585'
 MN0585'AZIMUTH MARK, A STANDARD DISK STAMPED FISCHER 1963, IS SET IN
 MN0585'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MN0585'IT IS 33 FEET NORTH OF THE CENTER OF THE MAIN GRAVEL ROAD,
 MN0585'20.5 FEET WEST OF THE CENTER OF THE DRIVEWAY, 2.5 FEET WEST
 MN0585'OF A POWER POLE, AND 2 FEET EAST OF A METAL WITNESS POST.
 MN0585'
 MN0585'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0585
 MN0585                          STATION RECOVERY (1965)
 MN0585
 MN0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 MN0585'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 MN0585'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 MN0585'
 MN0585'DUE TO ROAD CONSTRUCTION IT WAS NECESSARY TO ESTABLISH A NEW
 MN0585'AZIMUTH MARK AND DESTROY THE ORIGINAL MARK.
 MN0585'
 MN0585'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, ACROSS THE
 MN0585'ROAD FROM A DRIVEWAY TO THE FARM HOUSE, NEAR THE NORTHEAST
 MN0585'CORNER OF A PASTURE.  IT IS 66 FEET SOUTH OF CENTER LINE OF
 MN0585'THE ROAD, 5 FEET SOUTH OF A GATE POST AND 1.5 FEET WEST OF A
 MN0585'METAL WITNESS POST AND SIGN.  A STANDARD DISK, STAMPED, FISCHER
 MN0585'1963 RESET 1965, IN THE TOP OF A CONCRETE MONUMENT AND
 MN0585'PROJECTING 5-INCHES.
 MN0585'
 MN0585'NOTE--THE REFERENCE MARKS WERE NOT REMEASURED DUE TO THE PREVIOUS
 MN0585'MEASUREMENTS BEING MADE WITH A 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4156 ***********************************************************************
 AB4156  SACS        -  This is a Secondary Airport Control Station.
 AB4156  DESIGNATION -  FIVE
 AB4156  PID         -  AB4156
 AB4156  STATE/COUNTY-  NE/SCOTTS BLUFF
 AB4156  USGS QUAD   -  MINATARE (1965)
 AB4156
 AB4156                         *CURRENT SURVEY CONTROL
 AB4156  ___________________________________________________________________
 AB4156* NAD 83(1995)-  41 52 08.34157(N)    103 36 34.58304(W)     ADJUSTED  
 AB4156* NAVD 88     -      1202.62   (meters)    3945.6    (feet)  GPS OBS   
 AB4156  ___________________________________________________________________
 AB4156  X           -  -1,119,488.673 (meters)                     COMP
 AB4156  Y           -  -4,624,019.241 (meters)                     COMP
 AB4156  Z           -   4,235,568.290 (meters)                     COMP
 AB4156  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 AB4156  ELLIP HEIGHT-        1183.64  (meters)          (12/13/01) GPS OBS
 AB4156  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 AB4156
 AB4156  HORZ ORDER  -  THIRD
 AB4156  ELLP ORDER  -  FOURTH    CLASS II
 AB4156
 AB4156.This mark is at William B Heilig Fld Airport (BFF)
 AB4156
 AB4156.The horizontal coordinates were established by GPS observations
 AB4156.and adjusted by the National Geodetic Survey in August 1998..
 AB4156
 AB4156.The orthometric height was determined by GPS observations and a
 AB4156.high-resolution geoid model.
 AB4156
 AB4156.GPS derived orthometric heights for airport stations designated as
 AB4156.PACS or SACS are published to 2 decimal places.  This maintains
 AB4156.centimeter relative accuracy between the PACS and SACS.  It does
 AB4156.not indicate centimeter accuracy relative to other marks which are
 AB4156.part of the NAVD 88 network.
 AB4156
 AB4156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4156
 AB4156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4156
 AB4156.The ellipsoidal height was determined by GPS observations
 AB4156.and is referenced to NAD 83.
 AB4156
 AB4156.The geoid height was determined by GEOID03.
 AB4156
 AB4156;                    North         East     Units Scale Factor Converg.
 AB4156;SPC NE       -   232,262.971   200,512.017   MT  0.99967863   -2 23 31.5
 AB4156;UTM  13      - 4,636,164.332   615,386.249   MT  0.99976383   +0 55 41.1
 AB4156
 AB4156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4156!SPC NE       -   0.99981439  x   0.99967863  =   0.99949308
 AB4156!UTM  13      -   0.99981439  x   0.99976383  =   0.99957826
 AB4156
 AB4156                          SUPERSEDED SURVEY CONTROL
 AB4156
 AB4156  ELLIP H (08/21/98) 1183.69   (m)                       GP(       ) 4 2
 AB4156
 AB4156.Superseded values are not recommended for survey control.
 AB4156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4156.See file dsdata.txt to determine how the superseded data were derived.
 AB4156
 AB4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1538636164(NAD 83)
 AB4156_MARKER: DR = REFERENCE MARK DISK
 AB4156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4156_STAMPING: FIVE 1990
 AB4156_MARK LOGO: NEDR  
 AB4156_PROJECTION: FLUSH
 AB4156_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4156+STABILITY: SURFACE MOTION
 AB4156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4156+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1997
 AB4156
 AB4156  HISTORY     - Date     Condition        Report By
 AB4156  HISTORY     - 1990     MONUMENTED       NOS
 AB4156  HISTORY     - 19950821 GOOD             NGS
 AB4156  HISTORY     - 19970724 GOOD             NGS
 AB4156
 AB4156                          STATION DESCRIPTION
 AB4156
 AB4156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4156'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHWEST OF MINATARE,
 AB4156'4.0 MI (6.4 KM) NORTHEAST OF SCOTTSBLUFF, AT THE SCOTTSBLUFF
 AB4156'COUNTY/WILLIAM B.  HEILIG FIELD AND NEAR THE APPROACH END OF RUNWAY
 AB4156'05.  OWNERSHIP--SCOTTS BLUFF COUNTY, BOX 690, GERING NE 69341. AIRPORT
 AB4156'MANAGER IS RICK METER, PHONE (308) 436-6700 OR FRANK MAGNETICO, (308)
 AB4156'635-4362 (PAGER).  TO REACH THE STATION FROM THE JUNCTION OF US
 AB4156'HIGHWAY 26, STATE HIGHWAY 71 NORTH AND STATE HIGHWAY 71 BUSINESS ROUTE
 AB4156'SOUTH (AVENUE I) ON THE NORTH SIDE OF SCOTTSBLUFF, GO EASTERLY ON US
 AB4156'HIGHWAY 26 FOR 2.9 MI (4.7 KM) TO AN INTERSECTION AND A GRAIN ELEVATOR
 AB4156'RIGHT, TURN LEFT AND GO EAST ON HIGHLAND ROAD FOR 1.7 MI (2.7 KM) TO
 AB4156'AN INTERSECTION, TURN LEFT AND GO NORTH ON COUNTY ROAD 25 FOR 0.7 MI
 AB4156'(1.1 KM) TO A ROAD RIGHT, TURN RIGHT AND GO EAST ON ROBERTSON ROAD FOR
 AB4156'0.15 MI (0.24 KM) TO A GATE LEFT, PASS THROUGH GATE AND GO NORTH FOR
 AB4156'0.05 MI (0.08 KM) TO A EAST-WEST TAXIWAY (A), TURN LEFT AND GO WEST ON
 AB4156'THE TAXIWAY FOR 0.3 MI (0.5 KM) TO A CONNECTOR TAXIWAY (F) ON THE
 AB4156'RIGHT, BEAR LEFT AND GO WEST-SOUTHWEST FOLLOWING THE TAXIWAY (A) FOR
 AB4156'0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.  THE STATION IS 376.0 FT
 AB4156'(114.6 M) SOUTH-SOUTHEAST OF THE RUNWAY CENTER, 116.5 FT (35.5 M)
 AB4156'SOUTH-SOUTHWEST OF THE TAXIWAY CENTER, 70.0 FT (21.3 M) SOUTHWEST OF A
 AB4156'TAXIWAY LIGHT (566), 65.4 FT (19.9 M) NORTH-NORTHEAST OF A FENCE LINE,
 AB4156'58.9 FT (18.0 M) SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST END OF A
 AB4156'CONCRETE PAD FOR A RUNWAY IDENTIFIER SIGN AND 1.5 FT (0.5 M) EAST OF A
 AB4156'METAL WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4156
 AB4156                          STATION RECOVERY (1997)
 AB4156
 AB4156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4156'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHWEST OF MINATARE,
 AB4156'4.0 MI (6.4 KM) NORTHEAST OF SCOTTSBLUFF, AT THE SCOTTSBLUFF
 AB4156'COUNTY/WILLIAM B.  HEILIG FIELD AND NEAR THE APPROACH END OF RUNWAY
 AB4156'05.  OWNERSHIP--SCOTTS BLUFF COUNTY, BOX 690, GERING, NE 69341.
 AB4156'AIRPORT MANAGER IS RICK METER, PHONE (308) 436-6700 OR FRANK
 AB4156'MAGNETICO, (308) 635-4362 (PAGER) .  TO REACH THE STATION FROM THE
 AB4156'JUNCTION OF US HIGHWAY 26, STATE HIGHWAY 71 NORTH AND STATE HIGHWAY 71
 AB4156'BUSINESS ROUTE SOUTH (AVENUE I) ON THE NORTH SIDE OF SCOTTSBLUFF, GO
 AB4156'EASTERLY ON US HIGHWAY 26 FOR 2.9 MI (4.7 KM) TO A INTERSECTION AND A
 AB4156'GRAIN ELEVATOR RIGHT, TURN LEFT AND GO EAST ON HIGHLAND ROAD FOR 1.7
 AB4156'MI (2.7 KM) TO A INTERSECTION, TURN LEFT AND GO NORTH ON COUNTY ROAD
 AB4156'25 FOR 0.7 MI (1.1 KM) TO TO A ROAD RIGHT, TURN RIGHT AND GO EAST ON
 AB4156'ROBERTSON ROAD FOR 0.15 MI (0.24 KM) TO A GATE LEFT, PASS THROUGH GATE
 AB4156'AND GO NORTH FOR 0.05 MI (0.08 KM) TO A EAST-WEST TAXIWAY (A) , TURN
 AB4156'LEFT AND GO WEST ON THE TAXIWAY FOR 0.3 MI (0.5 KM) TO A CONNECTOR
 AB4156'TAXIWAY (F) ON THE RIGHT, BEAR LEFT AND GO WEST SOUTHWEST FOLLOWING
 AB4156'THE TAXIWAY (A) FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.  THE
 AB4156'STATION IS 376.0 FT (114.6 M) SOUTH SOUTHEAST OF THE RUNWAY CENTER,
 AB4156'116.5 FT (35.5 M) SOUTH SOUTHWEST OF THE TAXIWAY CENTER, 70.0 FT (21.3
 AB4156'M) SOUTHWEST OF A TAXIWAY LIGHT (566) , 65.4 FT (19.9 M) NORTH
 AB4156'NORTHEAST OF A FENCELINE, 58.9 FT (18.0 M) SOUTH SOUTHWEST OF THE
 AB4156'SOUTH SOUTHWEST END OF A CONCRETE PAD FOR A RUNWAY IDENTIFIER SIGN AND
 AB4156'1.5 FT (0.5 M) EAST OF A METAL WITNESS POST.  THIS STATION IS NOT A
 AB4156'SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0490 ***********************************************************************
 MM0490  DESIGNATION -  FLAG
 MM0490  PID         -  MM0490
 MM0490  STATE/COUNTY-  NE/ARTHUR
 MM0490  USGS QUAD   -  JENSEN LAKE (1986)
 MM0490
 MM0490                         *CURRENT SURVEY CONTROL
 MM0490  ___________________________________________________________________
 MM0490* NAD 83(1995)-  41 38 32.16255(N)    101 46 19.06516(W)     ADJUSTED  
 MM0490* NAVD 88     -      1209.1    (meters)    3967.     (feet)  VERTCON   
 MM0490  ___________________________________________________________________
 MM0490  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 MM0490  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 MM0490
 MM0490  HORZ ORDER  -  FIRST
 MM0490
 MM0490.The horizontal coordinates were established by classical geodetic methods
 MM0490.and adjusted by the National Geodetic Survey in August 1997..
 MM0490
 MM0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0490
 MM0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0490
 MM0490.The geoid height was determined by GEOID03.
 MM0490
 MM0490;                    North         East     Units Scale Factor Converg.
 MM0490;SPC NE       -   202,349.843   352,432.487   MT  0.99966142   -1 10 27.4
 MM0490;UTM  14      - 4,613,771.123   269,140.681   MT  1.00025591   -1 50 33.8
 MM0490
 MM0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0490!SPC NE       -   0.99981354  x   0.99966142  =   0.99947502
 MM0490!UTM  14      -   0.99981354  x   1.00025591  =   1.00006940
 MM0490
 MM0490:                Primary Azimuth Mark                     Grid Az
 MM0490:SPC NE       -  FLAG RM 3                                068 57 01.6
 MM0490:UTM  14      -  FLAG RM 3                                069 37 08.0
 MM0490
 MM0490|---------------------------------------------------------------------|
 MM0490| PID    Reference Object                     Distance      Geod. Az  |
 MM0490|                                                           dddmmss.s |
 MM0490| CP8042 FLAG RM 3                                          0674634.2 |
 MM0490| CP8040 FLAG RM 1                            15.096 METERS 16203     |
 MM0490| CP8039 FLAG AZ MK                                         2101352.1 |
 MM0490| CP8041 FLAG RM 2                                          26827     |
 MM0490|---------------------------------------------------------------------|
 MM0490
 MM0490                          SUPERSEDED SURVEY CONTROL
 MM0490
 MM0490  NAD 83(1986)-  41 38 32.16297(N)    101 46 19.06954(W) AD(       ) 1
 MM0490  NAD 27      -  41 38 32.20900(N)    101 46 17.42800(W) AD(       ) 1
 MM0490  NGVD 29 (07/19/86) 1208.6    (m)         3965.     (f) VERT ANG       
 MM0490
 MM0490.Superseded values are not recommended for survey control.
 MM0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0490.See file dsdata.txt to determine how the superseded data were derived.
 MM0490
 MM0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6914113771(NAD 83)
 MM0490_MARKER: DS = TRIANGULATION STATION DISK
 MM0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0490
 MM0490  HISTORY     - Date     Condition        Report By
 MM0490  HISTORY     - 1946     MONUMENTED       CGS
 MM0490  HISTORY     - 1973     GOOD             NGS
 MM0490
 MM0490                          STATION DESCRIPTION
 MM0490
 MM0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0490'LOCATED 6-1/2 MILES NORTHWEST OF ARTHUR ON THE HIGHEST POINT
 MM0490'OF A PROMINENT SAND RIDGE, 45 FEET EAST OF A WIRE FENCE AND 9.4
 MM0490'FEET NORTH OF A REFERENCE POST.  IT IS STAMPED FLAG 1946 AND
 MM0490'PROJECTS 4 INCHES.
 MM0490'
 MM0490'REFERENCE MARK NO. 1 IS NEAR THE SOUTH EDGE OF THE NORTH-SOUTH
 MM0490'SAND RIDGE AND 40.5 FEET SOUTH OF THE REFERENCE POST.  IT IS
 MM0490'STAMPED FLAG NO 1 1946 AND PROJECTS 6 INCHES.  IT IS AT THE
 MM0490'SAME ELEVATION AS THE STATION.
 MM0490'
 MM0490'REFERENCE MARK NO. 2 IS ABOUT 10 FEET LOWER THAN THE STATION
 MM0490'AND 1 FOOT EAST OF A NORTH-SOUTH WIRE FENCE.  IT IS STAMPED
 MM0490'FLAG 1946 NO 2 AND PROJECTS 6 INCHES.
 MM0490'
 MM0490'THE AZIMUTH MARK IS 55 FEET NORTHEAST OF A GATE LEADING TO A
 MM0490'RANCH YARD, 12 FEET NORTHWEST OF THE CENTERLINE OF A TRACK
 MM0490'ROAD AND 2 FEET NORTHEAST OF A REFERENCE POST.  IT IS STAMPED
 MM0490'FLAG 1946 AND PROJECTS 6 INCHES.
 MM0490'
 MM0490'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO NORTH
 MM0490'ON THE MAIN STREET FOR 0.15 MILE TO A CROSSROAD.  THEN LEFT,
 MM0490'WESTERLY, FOR 1.1 MILES TO A FORK.  THEN LEFT FORK, WESTERLY,
 MM0490'FOR 0.4 MILE TO A FORK.  THEN LEFT FORK (MAIN TRAVELED ROAD)
 MM0490'FOR 2.0 TO A FARM HOUSE ON THE LEFT.  CONTINUE AHEAD ON THE
 MM0490'MAIN TRAVELED ROAD FOR 0.4 MILE TO A FORK.  THEN RIGHT FORK FOR
 MM0490'1.8 MILES TO A FORK.  THEN RIGHT FORK FOR 0.2 MILE TO A FORK.
 MM0490'THEN LEFT FORK FOR 0.05 MILE TO A FORK.  THEN RIGHT FORK FOR
 MM0490'0.1 MILE TO A FORK.  THEN RIGHT FORK, NORTHERLY, FOR 1.3
 MM0490'MILES TO A RANCH YARD ON THE LEFT AND THE AZIMUTH MARK ON THE
 MM0490'LEFT AT THE ENTRANCE TO THE RANCH YARD.  CONTINUE ON THE
 MM0490'MAIN TRAVELED ROAD FOR 1.3 MILES TO A SADDLE BETWEEN
 MM0490'TWO RIDGES.  THEN LEAVE THE ROAD, TURN LEFT, WESTERLY, FOR 0.75
 MM0490'MILE TO THE HIGHEST POINT OF A NORTH-SOUTH SAND RIDGE AND THE
 MM0490'STATION.
 MM0490
 MM0490                          STATION RECOVERY (1973)
 MM0490
 MM0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MM0490'THE STATION WAS RECOVERED WITH ALL MARKS EXCEPT THE AZIMUTH
 MM0490'MARK IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND
 MM0490'A NEW REFERENCE MARK 3 WAS SET AT THIS TIME.  MEASUREMENTS
 MM0490'AND ANGLES TO THE REFERENCE MARKS COMPARED FAVORABLY WITH
 MM0490'1946 OBSERVATIONS.  A COMPLETE DESCRIPTION FOLLOWS--
 MM0490'
 MM0490'THE STATION IS LOCATED ABOUT 29.5 MILES NORTH-NORTHEAST OF
 MM0490'LEWELLEN, 24 MILES SOUTH OF HYANNIS, AND 6.5 MILES NORTH-NORTHWEST
 MM0490'OF ARTHUR ON A HIGH GRASSY RIDGE RUNNING ROUGHLY NORTH AND
 MM0490'SOUTH IN PASTURE LAND OWNED BY MRS. MARIE MC MILLIAN WHO
 MM0490'LIVES A MILE NORTH OF THE STATION.
 MM0490'
 MM0490'TO REACH THE STATION FROM THE POST OFFICE ON THE MAIN STREET
 MM0490'IN ARTHUR GO NORTH ON STATE HIGHWAYS 61 AND 92 FOR 0.7 MILE
 MM0490'TO A FORK AND HIGHWAY JUNCTION.  TAKE THE LEFT FORK AND
 MM0490'CONTINUE NORTH ON STATE HIGHWAY 61 FOR 5.3 MILES TO A GRAVELED
 MM0490'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON GRAVELED ROAD
 MM0490'FOR 3.1 MILES TO A CATTLE GUARD AND REFERENCE MARK 3 IN THE
 MM0490'SOUTHWEST FENCE CORNER.  CONTINUE WEST ON GRAVELED ROAD 0.3
 MM0490'MILES TO A FORK.  TAKE LEFT FORK AND CONTINUE WEST 0.1 MILE TO A
 MM0490'SECOND FORK.  TAKE LEFT FORK AND CONTINUE WEST THEN SOUTH
 MM0490'0.2 MILE TO A CATTLE GUARD.  CONTINUE SOUTH UPHILL 0.3 MILE
 MM0490'TO FLAT SPOT NEAR CREST OF RIDGE.  HERE LEAVE ROAD AND PICK
 MM0490'WAY WEST IN PASTURE 0.4 MILE TO HIGHEST POINT AND STATION NEAR
 MM0490'NORTH-SOUTH FENCELINE.  A 4-WHEEL DRIVE VEHICLE IS ADVISED.
 MM0490'
 MM0490'THE STATION MARK IS A STANDARD DISK STAMPED FLAG 1946 CEMENTED
 MM0490'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 MM0490'5 INCHES ABOVE GROUND.  IT IS 45 FEET EAST OF THE NORTH-SOUTH
 MM0490'FENCELINE.
 MM0490'
 MM0490'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FLAG NO 1 1946
 MM0490'CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MM0490'PROJECTING 7 INCHES ABOVE GROUND.  IT IS ABOUT THE SAME
 MM0490'ELEVATION AS THE STATION MARK AND 60.5 FEET EAST OF THE
 MM0490'NORTH-SOUTH FENCELINE.
 MM0490'
 MM0490'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FLAG NO 2 1946
 MM0490'CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MM0490'PROJECTING 6 INCHES ABOVE GROUND.  IT IS ABOUT 6 FEET LOWER
 MM0490'THAN THE STATION MARK AND 1 FOOT EAST OF THE NORTH-SOUTH FENCELINE.
 MM0490'
 MM0490'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FLAG NO 3 1946 1973
 MM0490'CEMENTED IN THE TOP OF A 4-INCH ORANGEBURG PIPE PROJECTING
 MM0490'12 INCHES ABOVE GROUND.  IT IS 24.3 FEET SOUTH OF THE CENTER
 MM0490'OF A CATTLE GUARD, 8 FEET NORTH OF AN EAST-WEST FENCELINE, AND
 MM0490'5 FEET NORTHWEST OF A METAL WITNESS POST SET IN A NORTH-SOUTH
 MM0490'FENCELINE.
 MM0490'
 MM0490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 MM0490'NORTH-NORTHWEST OF ARTHUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0700 ***********************************************************************
 NP0700  DESIGNATION -  FLANNIGAN
 NP0700  PID         -  NP0700
 NP0700  STATE/COUNTY-  NE/DAWES
 NP0700  USGS QUAD   -  COFFEE MILL BUTTE (1980)
 NP0700
 NP0700                         *CURRENT SURVEY CONTROL
 NP0700  ___________________________________________________________________
 NP0700* NAD 83(1995)-  42 43 31.02065(N)    103 03 13.69362(W)     ADJUSTED  
 NP0700* NAVD 88     -      1254.     (meters)    4114.     (feet)  SCALED    
 NP0700  ___________________________________________________________________
 NP0700  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 NP0700  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 NP0700
 NP0700  HORZ ORDER  -  FIRST
 NP0700
 NP0700.The horizontal coordinates were established by classical geodetic methods
 NP0700.and adjusted by the National Geodetic Survey in August 1997..
 NP0700
 NP0700.The orthometric height was scaled from a topographic map.
 NP0700
 NP0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0700
 NP0700.The geoid height was determined by GEOID03.
 NP0700
 NP0700;                    North         East     Units Scale Factor Converg.
 NP0700;SPC NE       -   325,520.998   249,964.008   MT  0.99988564   -2 01 25.5
 NP0700;UTM  13      - 4,732,145.194   659,338.608   MT  0.99991236   +1 19 14.7
 NP0700
 NP0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0700!SPC NE       -   0.99980625  x   0.99988564  =   0.99969191
 NP0700!UTM  13      -   0.99980625  x   0.99991236  =   0.99971863
 NP0700
 NP0700:                Primary Azimuth Mark                     Grid Az
 NP0700:SPC NE       -  CHADRON C AND NW RR OIL SPIPE            020 41 37.6
 NP0700:UTM  13      -  CHADRON C AND NW RR OIL SPIPE            017 20 57.4
 NP0700
 NP0700|---------------------------------------------------------------------|
 NP0700| PID    Reference Object                     Distance      Geod. Az  |
 NP0700|                                                           dddmmss.s |
 NP0700| NP0694 CHADRON C AND NW RR OIL SPIPE       APPROX.12.8 KM 0184012.1 |
 NP0700| NP0688 CHADRON C AND NW RR WEST TANK       APPROX.12.8 KM 0184823.5 |
 NP0700| NP0693 CHADRON W PUB SER CO SHORT STK      APPROX.12.6 KM 0200228.3 |
 NP0700| CQ3740 FLANNIGAN RM 1                                     08128     |
 NP0700| CQ3741 FLANNIGAN RM 2                                     11931     |
 NP0700| CQ3739 FLANNIGAN AZ MK                                    1252905.1 |
 NP0700|---------------------------------------------------------------------|
 NP0700
 NP0700                          SUPERSEDED SURVEY CONTROL
 NP0700
 NP0700  NAD 83(1995)-  42 43 31.01990(N)    103 03 13.69335(W) AD(       ) 1
 NP0700  NAD 83(1986)-  42 43 31.01196(N)    103 03 13.68226(W) AD(       ) 1
 NP0700  NAD 27      -  42 43 31.11600(N)    103 03 12.00800(W) AD(       ) 1
 NP0700
 NP0700.Superseded values are not recommended for survey control.
 NP0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0700.See file dsdata.txt to determine how the superseded data were derived.
 NP0700
 NP0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5933932145(NAD 83)
 NP0700_MARKER: DS = TRIANGULATION STATION DISK
 NP0700_SETTING: 0 = UNSPECIFIED SETTING
 NP0700
 NP0700  HISTORY     - Date     Condition        Report By
 NP0700  HISTORY     - 1934     MONUMENTED       CGS
 NP0700
 NP0700                          STATION DESCRIPTION
 NP0700
 NP0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0700'STATION IS ABOUT 7 MILES SSW OF CHADRON AND IS ON THE HIGHEST
 NP0700'POINT OF A SHARP BUTTE, LOCALLY KNOWN AS FLANNIGAN BUTTE.
 NP0700'THE STATION BUTTE HAS MANY WHITE CLAY CLIFFS AND THE MAIN RIDGE
 NP0700'RISES FROM THE SE.  THERE IS A 100-FOOT SHEER CLIFF ABOUT 15
 NP0700'FEET NW OF THE STATION.
 NP0700'
 NP0700'REFERENCE MARK NO. 1 IS E AND REFERENCE MARK NO. 2 IS SE OF THE
 NP0700'STATION.
 NP0700'
 NP0700'THE AZIMUTH MARK IS ABOUT 1/2 MILE NE OF THE STATION.  IT
 NP0700'IS ABOUT 60 YARDS E OF ONE OF MANY DIM TRAILS AND IS ON A KNOLL
 NP0700'N OF A TREE-COVERED HILL.
 NP0700'
 NP0700'ALL MARKS ARE STANDARD DISKS SET IN IRON PIPE.  THE PIPE
 NP0700'MARKS PROJECT 14 INCHES ABOVE SURFACE OF GROUND.
 NP0700'
 NP0700'THE STATION IS REACHED FROM ENTRANCE OF CHADRON STATE PARK
 NP0700'BY GOING N ON ROUTE 19 FOR 4.5 MILES.  TURN W ON A GRADED
 NP0700'ROAD AND GO 0.4 MILE TO A SCHOOL HOUSE.  TURN S AND FOLLOW
 NP0700'MAIN ROAD 1.3 MILES.  TAKE RIGHT FORK AND GO 0.9 MILE.  PASS
 NP0700'THROUGH A WIRE GATE SE OF BUILDINGS AND FOLLOW A TRAIL ALONG
 NP0700'S SIDE OF FENCE 0.5 MILE TO SOME FARM BUILDINGS.  DRIVE ACROSS
 NP0700'CREEK SOUTHEASTERLY AND FOLLOW TRAIL 0.2 MILE TO A WIRE GATE.
 NP0700'PASS THROUGH GATE AND FOLLOW TRAILS SOUTHERLY UP E SIDE OF A
 NP0700'SMALL VALLEY 0.5 MILE TO A POINT UNDER FACE OF CLIFFS TO THE
 NP0700'W.  PACK UP SLOPE TO W AND FOLLOW RIDGE NORTHWESTERLY TO
 NP0700'HIGHEST POINT AND STATION.  IT IS ABOUT A TEN-MINUTE CLIMB.
 NP0700'
 NP0700'A 4-FOOT STAND WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0722 ***********************************************************************
 NN0722  CBN         -  This is a Cooperative Base Network Control Station.
 NN0722  DESIGNATION -  FLIGHT
 NN0722  PID         -  NN0722
 NN0722  STATE/COUNTY-  NE/HOLT
 NN0722  USGS QUAD   -  STUART SE (1954)
 NN0722
 NN0722                         *CURRENT SURVEY CONTROL
 NN0722  ___________________________________________________________________
 NN0722* NAD 83(1995)-  42 33 56.18283(N)    099 02 07.63947(W)     ADJUSTED  
 NN0722* NAVD 88     -       650.5    (meters)    2134.     (feet)  GPS OBS   
 NN0722  ___________________________________________________________________
 NN0722  X           -    -738,929.716 (meters)                     COMP
 NN0722  Y           -  -4,646,806.115 (meters)                     COMP
 NN0722  Z           -   4,292,508.779 (meters)                     COMP
 NN0722  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 NN0722  ELLIP HEIGHT-         626.44  (meters)          (09/24/01) GPS OBS
 NN0722  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 NN0722
 NN0722  HORZ ORDER  -  B
 NN0722  ELLP ORDER  -  FOURTH    CLASS I
 NN0722
 NN0722.The horizontal coordinates were established by GPS observations
 NN0722.and adjusted by the National Geodetic Survey in June 1996..
 NN0722
 NN0722.The orthometric height was determined by GPS observations and a
 NN0722.high-resolution geoid model.
 NN0722
 NN0722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0722
 NN0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0722
 NN0722.The ellipsoidal height was determined by GPS observations
 NN0722.and is referenced to NAD 83.
 NN0722
 NN0722.The geoid height was determined by GEOID03.
 NN0722
 NN0722;                    North         East     Units Scale Factor Converg.
 NN0722;SPC NE       -   303,811.150   579,186.562   MT  0.99982992   +0 38 21.1
 NN0722;UTM  14      - 4,712,578.565   497,089.814   MT  0.99960010   -0 01 26.3
 NN0722
 NN0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0722!SPC NE       -   0.99990176  x   0.99982992  =   0.99973170
 NN0722!UTM  14      -   0.99990176  x   0.99960010  =   0.99950190
 NN0722
 NN0722|---------------------------------------------------------------------|
 NN0722| PID    Reference Object                     Distance      Geod. Az  |
 NN0722|                                                           dddmmss.s |
 NN0722| CO3109 FLIGHT RM 1                          20.742 METERS 08609     |
 NN0722| NN0708 ATKINSON MUNICIPAL TANK             APPROX. 6.0 KM 1270949.8 |
 NN0722| CO3110 FLIGHT RM 2                          19.069 METERS 17843     |
 NN0722| NN0337 M 219                                              2695524.0 |
 NN0722| NN0724 STUART MUNICIPAL TANK               APPROX. 9.6 KM 2924945.5 |
 NN0722|---------------------------------------------------------------------|
 NN0722
 NN0722                          SUPERSEDED SURVEY CONTROL
 NN0722
 NN0722  ELLIP H (06/25/96)  626.51   (m)                       GP(       ) 1 1
 NN0722  NAD 83(1986)-  42 33 56.18833(N)    099 02 07.65162(W) AD(       ) 2
 NN0722  NAD 27      -  42 33 56.18100(N)    099 02 06.30000(W) AD(       ) 2
 NN0722
 NN0722.Superseded values are not recommended for survey control.
 NN0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0722.See file dsdata.txt to determine how the superseded data were derived.
 NN0722
 NN0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9709012579(NAD 83)
 NN0722_MARKER: DS = TRIANGULATION STATION DISK
 NN0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0722_STAMPING: FLIGHT 1949
 NN0722_MARK LOGO: CGS   
 NN0722_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0722+STABILITY: SURFACE MOTION
 NN0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0722+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2002
 NN0722
 NN0722  HISTORY     - Date     Condition        Report By
 NN0722  HISTORY     - 1949     MONUMENTED       CGS
 NN0722  HISTORY     - 1967     GOOD             CGS
 NN0722  HISTORY     - 19950525 GOOD             NGS
 NN0722  HISTORY     - 20021104 GOOD             NEDR
 NN0722
 NN0722                          STATION DESCRIPTION
 NN0722
 NN0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0722'THE STATION IS LOCATED ABOUT 7.5 MILES EAST-SOUTHEAST OF STUART
 NN0722'AND 5.0 MILES NORTHWEST OF ATKINSON ON SECTION-LINE ROAD JUST
 NN0722'NORTH OF EMERGENCY LANDING FIELD.  IT IS 63 FEET NORTH OF
 NN0722'EAST-WEST FENCE LINE, 5.5 FEET SOUTH OF EAST-WEST FENCE LINE
 NN0722'AND 3 FEET SOUTH OF WITNESS POST.  IT IS STAMPED FLIGHT 1949
 NN0722'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 NN0722'
 NN0722'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 68 FEET NORTH
 NN0722'OF EAST-WEST FENCE LINE AND 1 FOOT SOUTH OF EAST-WEST FENCE
 NN0722'LINE.  IT IS STAMPED FLIGHT NO 1 1949 AND PROJECTS 3 INCHES.
 NN0722'
 NN0722'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 68 FEET SOUTH
 NN0722'OF EAST-WEST FENCE LINE AND 1 FOOT NORTH OF EAST-WEST FENCE
 NN0722'LINE.  IT IS STAMPED FLIGHT NO 2 1949 AND PROJECTS 4 INCHES.
 NN0722'
 NN0722'BENCH MARK M 219 WAS USED FOR THE AZIMUTH MARK AND IS WEST OF
 NN0722'THE STATION, 75 FEET NORTHEAST OF JUNCTION OF U.S. HIGHWAY 20
 NN0722'AND GRAVELED ROAD NORTH, 50 FEET EAST OF GRAVEL ROAD, 33 FEET
 NN0722'NORTH OF CENTER OF SECTION-LINE ROAD, 18 FEET EAST OF FENCE
 NN0722'CORNER, 2 FEET SOUTH OF EAST-WEST FENCE LINE AND 1 FOOT WEST
 NN0722'OF WITNESS POST.  IT IS A STANDARD DISK SET IN 6 INCH SQUARE
 NN0722'CONCRETE BLOCK PROJECTING 3 INCHES.  IT IS STAMPED M 219 1946.
 NN0722'
 NN0722'TO REACH THE STATION FROM THE MAIN CROSS-STREETS JUST EAST
 NN0722'OF THE POST OFFICE IN ATKINSON, GO NORTH FOR 0.4 MILE TO
 NN0722'JUNCTION WITH U.S. HIGHWAY 20, TURN LEFT AND GO WEST AND
 NN0722'NORTHWEST ON U.S. HIGHWAY 20 FOR 4.2 MILES TO GRAVELED ROAD
 NN0722'NORTH AND SECTION-LINE ROAD EAST WITH AZIMUTH MARK IN NORTHEAST
 NN0722'ANGLE, TURN EAST ON SECTION-LINE ROAD AND GO EAST FOR 0.75
 NN0722'MILE TO THE STATION ON SMALL MOUND ON THE LEFT AS DESCRIBED.
 NN0722'
 NN0722'AN 87 FOOT SIGNAL AT STATION ATKINSON IS VISIBLE AT 4 FEET.
 NN0722'
 NN0722'A 4 FOOT SIGNAL AT STATION KRYSL IS VISIBLE AT 25 FEET.
 NN0722'
 NN0722'A 74 FOOT SIGNAL AT STATION STUART IS VISIBLE AT 4 FEET.
 NN0722'
 NN0722'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0722
 NN0722                          STATION RECOVERY (1967)
 NN0722
 NN0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NN0722'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 NN0722'AND BENCH MARK M 219 (AZIMUTH MARK) WERE RECOVERED AND FOUND
 NN0722'IN GOOD CONDITION.  STATION MARK RECOVERED AS DESCRIBED,
 NN0722'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED
 NN0722'AS DESCRIBED.
 NN0722'
 NN0722'BENCH MARK M 219 (AZIMUTH MARK) IS 75 FEET NORTHEAST OF THE
 NN0722'JUNCTION OF OLD U.S. HIGHWAY 20 AND A GRAVELED ROAD NORTH,
 NN0722'50 FEET EAST OF A NORTH-SOUTH GRAVELED ROAD, 33 FEET NORTH OF THE
 NN0722'CENTER OF A SECTION-LINE ROAD, 16 FEET EAST OF A CORNER FENCE
 NN0722'POST, 1 FOOT SOUTH OF A FENCE, AND 1 FOOT EAST OF A METAL
 NN0722'WITNESS POST.
 NN0722'
 NN0722'TO REACH THE STATION FROM THE POST OFFICE IN ATKINSON, GO
 NN0722'NORTH FOR 0.4 MILE TO U.S. HIGHWAY 20.  TURN LEFT AND GO WEST
 NN0722'AND NORTHWEST ON U.S. HIGHWAY 20 FOR 4.7 MILES TO A SIDE ROAD
 NN0722'RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.1
 NN0722'MILE TO OLD U.S. HIGHWAY 20 AND BENCH MARK M 219 (AZIMUTH MARK)
 NN0722'IN THE NORTHWEST ANGLE.  TURN RIGHT AND GO EAST ON A
 NN0722'SECTION-LINE ROAD FOR 0.75 MILE TO A SMALL MOUND AND THE STATION
 NN0722'ON THE LEFT.
 NN0722'
 NN0722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 NN0722'NORTHWEST OF ATKINSON.
 NN0722
 NN0722                          STATION RECOVERY (1995)
 NN0722
 NN0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0722'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF STUART, 4.0 MI
 NN0722'(6.4 KM) NORTHWEST OF ATKINSON, 0.5 MI (0.8 KM) NORTHEAST OF U.S.
 NN0722'HIGHWAY 20, ABOUT 0.5 MI (0.8 KM) NORTH-NORTHEAST OF THE AIRPORT
 NN0722'BEACON AT THE ATCHINSON AIRPORT, ON THE NORTH RIGHT-OF-WAY OF A COUNTY
 NN0722'ROAD WHICH PASSES ALONG THE NORTH SIDE OF THE AIRPORT AND IN THE
 NN0722'SE1/4, SEC14, T30N, R15W.  TO REACH THE MARK FROM THE NORTH JUNCTION
 NN0722'OF U.S. HIGHWAY 20 WITH STATE HIGHWAY 11 AT THE NORTH SIDE OF
 NN0722'ATKINSON, GO NORTHWEST ON HIGHWAY 20 FOR 3.40 MI (5.47 KM) TO A SIDE
 NN0722'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.7
 NN0722'MI (1.1 KM) TO A BLADED ROAD ON THE LEFT AND A GRAVELED ROAD ON THE
 NN0722'RIGHT.  TURN LEFT AND GO WEST ON THE BLADED ROAD FOR 0.25 MI (0.40 KM)
 NN0722'TO THE MARK ON THE RIGHT, ATOP A LOW RISE.  THE DISK IS SET INTO THE
 NN0722'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2 FT (6.1 CM)
 NN0722'ABOVE THE GROUND SURFACE.  IT IS 106.5 FT (32.5 M) EAST-NORTHEAST OF A
 NN0722'BRACED FENCE POST IN THE SOUTH RIGHT-OF-WAY FENCE, 67.8 FT (20.7 M)
 NN0722'WEST-SOUTHWEST OF A STEEL POST AT REFERENCE MARK 1, 62.8 FT (19.1 M)
 NN0722'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AT REFERENCE MARK 2, 5.8 FT (1.8
 NN0722'M) SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 2.5 FT (0.8 M)
 NN0722'EAST-NORTHEAST OF A STEEL POST, 2.6 FT (0.8 M) WEST-SOUTHWEST OF A
 NN0722'FIBERGLASS WITNESS POST AND ABOUT 2.5 FT (0.8 M) HIGHER THAN THE ROAD.
 NN0722'REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE MARK.
 NN0722
 NN0722                          STATION RECOVERY (2002)
 NN0722
 NN0722'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 NN0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1282 ***********************************************************************
 MJ1282  DESIGNATION -  FLORENCE
 MJ1282  PID         -  MJ1282
 MJ1282  STATE/COUNTY-  NE/DOUGLAS
 MJ1282  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1282
 MJ1282                         *CURRENT SURVEY CONTROL
 MJ1282  ___________________________________________________________________
 MJ1282* NAD 83(1995)-  41 20 49.65517(N)    095 57 34.43932(W)     ADJUSTED  
 MJ1282* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 MJ1282  ___________________________________________________________________
 MJ1282  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 MJ1282  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 MJ1282
 MJ1282  HORZ ORDER  -  THIRD
 MJ1282
 MJ1282.The horizontal coordinates were established by classical geodetic methods
 MJ1282.and adjusted by the National Geodetic Survey in August 1997..
 MJ1282
 MJ1282.The orthometric height was scaled from a topographic map.
 MJ1282
 MJ1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1282
 MJ1282.The geoid height was determined by GEOID03.
 MJ1282
 MJ1282;                    North         East     Units Scale Factor Converg.
 MJ1282;SPC NE       -   175,966.653   837,915.693   MT  0.99966241   +2 40 39.3
 MJ1282;SPC IA S     -   152,507.116   294,190.793   MT  0.99995162   -1 37 12.4
 MJ1282;UTM  15      - 4,581,519.221   252,392.172   MT  1.00035459   -1 57 22.1
 MJ1282;UTM  14      - 4,581,753.487   754,374.258   MT  1.00039640   +2 00 34.7
 MJ1282
 MJ1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1282!SPC NE       -   0.99995731  x   0.99966241  =   0.99961973
 MJ1282!SPC IA S     -   0.99995731  x   0.99995162  =   0.99990893
 MJ1282!UTM  15      -   0.99995731  x   1.00035459  =   1.00031188
 MJ1282!UTM  14      -   0.99995731  x   1.00039640  =   1.00035369
 MJ1282
 MJ1282:                Primary Azimuth Mark                     Grid Az
 MJ1282:SPC NE       -  FLORENCE AZ MK                           008 57 03.1
 MJ1282:SPC IA S     -  FLORENCE AZ MK                           013 14 54.8
 MJ1282:UTM  15      -  FLORENCE AZ MK                           013 35 04.5
 MJ1282:UTM  14      -  FLORENCE AZ MK                           009 37 07.7
 MJ1282
 MJ1282|---------------------------------------------------------------------|
 MJ1282| PID    Reference Object                     Distance      Geod. Az  |
 MJ1282|                                                           dddmmss.s |
 MJ1282| CL6520 FLORENCE AZ MK                                     0113742.4 |
 MJ1282| CL6522 FLORENCE RM 2                        31.687 METERS 24359     |
 MJ1282| CL6521 FLORENCE RM 1                        44.949 METERS 34620     |
 MJ1282|---------------------------------------------------------------------|
 MJ1282
 MJ1282                          SUPERSEDED SURVEY CONTROL
 MJ1282
 MJ1282  NAD 83(1986)-  41 20 49.66275(N)    095 57 34.44007(W) AD(       ) 3
 MJ1282  NAD 27      -  41 20 49.67100(N)    095 57 33.39100(W) AD(       ) 3
 MJ1282
 MJ1282.Superseded values are not recommended for survey control.
 MJ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1282.See file dsdata.txt to determine how the superseded data were derived.
 MJ1282
 MJ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5239281519(NAD 83)
 MJ1282_MARKER: DS = TRIANGULATION STATION DISK
 MJ1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1282
 MJ1282  HISTORY     - Date     Condition        Report By
 MJ1282  HISTORY     - 1947     MONUMENTED       CGS
 MJ1282  HISTORY     - 1953     POOR             CGS
 MJ1282
 MJ1282                          STATION DESCRIPTION
 MJ1282
 MJ1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1282'THE STATION IS LOCATED IN THE NORTHEAST PART OF OMAHA, NEAR THE
 MJ1282'WEST BANK OF THE MISSOURI RIVER, ON THE GROUNDS OF THE FLORENCE
 MJ1282'BOAT YARD, WHICH IS OWNED AND OPERATED BY THE U.S. ARMY ENGINEERS.
 MJ1282'IT IS 43 YARDS EAST-NORTHEAST OF THE SOUTH GATE LEADING INTO
 MJ1282'THE BOAT YARD, AND 51.5 FEET EAST OF THE EAST RAIL OF THE
 MJ1282'RAILROAD TRACKS.  THE DISK IS STAMPED FLORENCE 1947 AND IS
 MJ1282'SET FLUSH WITH THE GROUND.
 MJ1282'
 MJ1282'REFERENCE MARK NO. 1 IS 147.47 FEET NORTH OF THE STATION AND
 MJ1282'1 FOOT EAST OF THE SOUTHEAST CORNER OF A SMALL, WHITE BUILDING.
 MJ1282'THE DISK IS STAMPED FLORENCE NO 1 1947 AND PROJECTS 6 INCHES.
 MJ1282'
 MJ1282'REFERENCE MARK NO. 2 IS 103.96 FEET WEST OF THE STATION, 60
 MJ1282'FEET NORTH-NORTHEAST OF THE NORTH GATE POST, 48 FEET WEST OF
 MJ1282'THE WEST RAIL OF THE RAILROAD TRACKS, 19 FEET EAST OF THE
 MJ1282'FENCE, AND 1 FOOT NORTH OF A TELEPHONE POLE.  THE DISK IS
 MJ1282'STAMPED FLORENCE NO 2 1947 AND PROJECTS 6 INCHES.
 MJ1282'
 MJ1282'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTH-NORTHEAST
 MJ1282'OF THE STATION, ON TOP OF A DIKE, WHICH IS ABOUT 0.15 MILE
 MJ1282'EAST OF THE MACHINE SHOP.  IT IS 2.5 FEET EAST OF A WITNESS
 MJ1282'POST AND 1.6 FEET SOUTH OF A FENCE.  THE DISK IS STAMPED FLORENCE
 MJ1282'1947 AND PROJECTS 2 INCHES.
 MJ1282'
 MJ1282'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 MJ1282'
 MJ1282'A 90 FOOT TOWER AT FROST CAN BE SEEN FROM 64 FOOT TOWER.
 MJ1282'
 MJ1282'A 90 FOOT TOWER AT HANTHORN CAN BE SEEN FROM A 64 FOOT TOWER.
 MJ1282'
 MJ1282'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MJ1282
 MJ1282                          STATION RECOVERY (1953)
 MJ1282
 MJ1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 MJ1282'THE STATION WAS RECOVERED AS DESCRIBED.  THE MONUMENT HAS
 MJ1282'BEEN HIT BY A BULLDOZER OR SOME HEAVY PIECE OF EARTH MOVING
 MJ1282'EQUIPMENT AND IT HAS BEEN TILTED FROM ITS ORIGINAL POSITION.
 MJ1282'REFERENCE MARKS NO 1 AND 2 WERE SEARCHED FOR BUT WERE NOT
 MJ1282'RECOVERED.  IT IS BELIEVED THAT THE MARKS ARE DESTROYED.  THE
 MJ1282'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0646 ***********************************************************************
 MN0646  DESIGNATION -  FLOWER
 MN0646  PID         -  MN0646
 MN0646  STATE/COUNTY-  NE/BANNER
 MN0646  USGS QUAD   -  MURRAY LAKE SW (1979)
 MN0646
 MN0646                         *CURRENT SURVEY CONTROL
 MN0646  ___________________________________________________________________
 MN0646* NAD 83(1995)-  41 30 17.97531(N)    103 53 35.15301(W)     ADJUSTED  
 MN0646* NAVD 88     -      1583.     (meters)    5194.     (feet)  SCALED    
 MN0646  ___________________________________________________________________
 MN0646  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 MN0646  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 MN0646
 MN0646  HORZ ORDER  -  FIRST
 MN0646
 MN0646.The horizontal coordinates were established by classical geodetic methods
 MN0646.and adjusted by the National Geodetic Survey in August 1997..
 MN0646
 MN0646.The orthometric height was scaled from a topographic map.
 MN0646
 MN0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0646
 MN0646.The geoid height was determined by GEOID03.
 MN0646
 MN0646;                    North         East     Units Scale Factor Converg.
 MN0646;SPC NE       -   192,910.583   175,186.955   MT  0.99965860   -2 34 47.8
 MN0646;UTM  13      - 4,595,409.934   592,378.717   MT  0.99970502   +0 44 00.9
 MN0646
 MN0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0646!SPC NE       -   0.99975470  x   0.99965860  =   0.99941339
 MN0646!UTM  13      -   0.99975470  x   0.99970502  =   0.99945979
 MN0646
 MN0646|---------------------------------------------------------------------|
 MN0646| PID    Reference Object                     Distance      Geod. Az  |
 MN0646|                                                           dddmmss.s |
 MN0646| CP8048 FLOWER RM 1                          16.220 METERS 07437     |
 MN0646| CP8049 FLOWER RM 2 AZIMUTH                                1534333.2 |
 MN0646| CP8046 FLOWER AZ MK RESET                                 1595844.3 |
 MN0646| CP8047 FLOWER AZ MK RESET 2                               1640528.8 |
 MN0646| MO1018 ALBIN WATER TANK                    APPROX.19.9 KM 2410533.8 |
 MN0646| CP8050 FLOWER RM 3                          35.613 METERS 30016     |
 MN0646|---------------------------------------------------------------------|
 MN0646
 MN0646                          SUPERSEDED SURVEY CONTROL
 MN0646
 MN0646  NAD 83(1995)-  41 30 17.97524(N)    103 53 35.15293(W) AD(       ) 1
 MN0646  NAD 83(1986)-  41 30 17.96426(N)    103 53 35.15414(W) AD(       ) 1
 MN0646  NAD 27      -  41 30 18.04900(N)    103 53 33.33700(W) AD(       ) 1
 MN0646
 MN0646.Superseded values are not recommended for survey control.
 MN0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0646.See file dsdata.txt to determine how the superseded data were derived.
 MN0646
 MN0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9237995410(NAD 83)
 MN0646_MARKER: DS = TRIANGULATION STATION DISK
 MN0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0646
 MN0646  HISTORY     - Date     Condition        Report By
 MN0646  HISTORY     - 1933     MONUMENTED       CGS
 MN0646  HISTORY     - 1963     GOOD             CGS
 MN0646  HISTORY     - 1964     GOOD             CGS
 MN0646
 MN0646                          STATION DESCRIPTION
 MN0646
 MN0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0646'ABOUT 9 MILES SOUTHWEST OF HARRISBURG AND 2 MILES NORTHEAST OF
 MN0646'SMALL VILLAGE OF FLOWERFIELD, IN NE 1/4 SEC. 28, T. 18 N., R. 57
 MN0646'W.  TO REACH FROM HARRISBURG, FOLLOW STATE HIGHWAY N-29 SOUTH
 MN0646'5.9 MILES TO GRADED DIRT ROAD LEADING WEST TOWARDS FLOWERFIELD.
 MN0646'FOLLOW THIS ROAD 8.0 MILES TO CROSSROADS, THEN GO NORTH ON
 MN0646'LITTLE-USED SECTION-LINE ROAD 1.5 MILES TO FENCE CORNER ON
 MN0646'WEST.  STATION IS ABOUT 1/2 MILE NORTHWEST OF THIS POINT, ON
 MN0646'HIGHEST POINT OF FLAT KNOLL IN OPEN PASTURE.  SURFACE AND
 MN0646'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 MN0646'CONCRETE.  UPPER MARK PROJECTS 4 INCHES.
 MN0646'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE.
 MN0646'MARKS PROJECT 4 INCHES.  NO. 1 IS ON SAME KNOLL AS
 MN0646'AND 53.62 FEET FROM STATION N 74 DEG 37 MIN E.
 MN0646'NO. 2, AZIMUTH MARK, IS ON KNOLL WEST OF ROAD, IN FENCE
 MN0646'LINE, AND ABOUT 1/2 MILE FROM STATION S 26 DEG 16 MIN E.
 MN0646'NO. 3 IS ON SAME KNOLL AS AND 116.92 FEET
 MN0646'FROM STATION N 59 DEG 43 MIN W.
 MN0646
 MN0646                          STATION RECOVERY (1963)
 MN0646
 MN0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0646'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3 WERE
 MN0646'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 (AZIMUTH
 MN0646'MARK) WAS FOUND TO BE DESTROYED, APPARENTLY HAVING BEEN HIT BY
 MN0646'A ROAD GRADER.  THE DIRECTION TO REFERENCE MARK NO. 1 AND TO
 MN0646'REFERENCE MARK NO. 3 WERE VERIFIED.  THE DISTANCE TO REFERENCE
 MN0646'MARK NO. 1 MISSED THE 1933 DISTANCE .40 FOOT.  THE DISTANCE TO
 MN0646'REFERENCE MARK NO. 3 MISSED THE 1933 DISTANCE .08 FOOT.
 MN0646'
 MN0646'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 MN0646'
 MN0646'FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 MN0646'
 MN0646'THE STATION IS 8-3/4 MILES SOUTHWEST OF HARRISBURG, IN THE
 MN0646'NORTHEAST QUARTER OF SECTION 28, T 18 N, R 57 W, AND IN PASTURE
 MN0646'LAND OWNED BY MR. H.M. MC KINNON.
 MN0646'
 MN0646'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0646'STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR 17.1
 MN0646'MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVEL ROAD
 MN0646'FOR 12.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 MN0646'GRAVEL ROAD FOR 1.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MN0646'CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.4 MILE TO A TRACK ROAD
 MN0646'ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON THE TRACK ROAD FOR
 MN0646'0.05 MILE TO A GATE.  PASS THROUGH THE GATE, CONTINUE
 MN0646'NORTHWEST ON THE TRACK ROAD ACROSS PASTURE FOR 0.2 MILE TO THE
 MN0646'STATION ON THE HIGHEST POINT IN PASTURE.
 MN0646'
 MN0646'STATION MARK, A STANDARD DISK STAMPED FLOWER 1933, IS SET IN
 MN0646'A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  THE UNDERGROUND
 MN0646'MARK WAS NOT INSPECTED.
 MN0646'
 MN0646'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FLOWER NO 1 1933,
 MN0646'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 MN0646'IS THE SAME ELEVATION AS THE STATION.
 MN0646'
 MN0646'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FLOWER NO 3 1933,
 MN0646'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 MN0646'IS THE SAME ELEVATION AS THE STATION.
 MN0646'
 MN0646'AZIMUTH MARK, A STANDARD DISK STAMPED FLOWER 1933 RESET 1963,
 MN0646'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0646'THE GROUND.  IT IS 19 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 1
 MN0646'FOOT WEST OF A FENCE AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 MN0646'POST.
 MN0646'
 MN0646'NOTE--REFERENCE MARK WERE MEASURED PULLING 5 AND 7 KG. TAPE
 MN0646'TENSION.
 MN0646'
 MN0646'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 MN0646
 MN0646                          STATION RECOVERY (1964)
 MN0646
 MN0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 MN0646'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MN0646'IN GOOD CONDITION, EXCEPT THAT THE AZIMUTH MARK HAD BEEN HIT
 MN0646'AND WAS LEANING SLIGHTLY.  ROAD CONSTRUCTION WOULD DESTROY THE
 MN0646'AZIMUTH MARK, SO IT WAS RESET.  THE ALBIN, MUNICIPAL WATER TANK
 MN0646'WAS USED AS AN INITIAL AND SHOULD BE USED AS THE BASIS FOR
 MN0646'COMPUTING THE BEARING TO THE RESET AZIMUTH MARK.  THE 1963
 MN0646'DESCRIPTION BY R.L.S. IS ADEQUATE.  A SHORT DESCRIPTION FOR THE
 MN0646'RESET AZIMUTH MARK FOLLOWS.
 MN0646'
 MN0646'AZIMUTH MARK IS 0.8 MILE SOUTH-SOUTHEAST OF THE STATION, 301
 MN0646'FEET SOUTHWEST OF THE CENTER OF WINDMILL AND WELL, 195 FEET
 MN0646'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF BARN, 72 FEET NORTH
 MN0646'OF FENCE CORNER AND SOUTH GATE POST, 56 FEET NORTH OF NORTH GATE
 MN0646'POST, 90 FEET NORTHEAST OF POWER POLE, 37 FEET EAST OF THE CENTER
 MN0646'OF GRAVEL ROAD, 1 FOOT WEST OF FENCE, AND 1 FOOT NORTH OF A NEW
 MN0646'STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 MN0646'IS STAMPED FLOWER 1933 RESET 1964.
 MN0646'
 MN0646'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST FOR
 MN0646'0.25 MILE TO THE ROAD.  TURN RIGHT ONTO ROAD AND GO SOUTH FOR
 MN0646'0.6 MILE TO BARN ON LEFT AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0732 ***********************************************************************
 NP0732  DESIGNATION -  FLUENT
 NP0732  PID         -  NP0732
 NP0732  STATE/COUNTY-  NE/SIOUX
 NP0732  USGS QUAD   -  STORY (1980)
 NP0732
 NP0732                         *CURRENT SURVEY CONTROL
 NP0732  ___________________________________________________________________
 NP0732* NAD 83(1995)-  42 58 23.96828(N)    103 52 33.54353(W)     ADJUSTED  
 NP0732* NAVD 88     -      1193.     (meters)    3914.     (feet)  SCALED    
 NP0732  ___________________________________________________________________
 NP0732  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 NP0732  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 NP0732
 NP0732  HORZ ORDER  -  FIRST
 NP0732
 NP0732.The horizontal coordinates were established by classical geodetic methods
 NP0732.and adjusted by the National Geodetic Survey in August 1997..
 NP0732
 NP0732.The orthometric height was scaled from a topographic map.
 NP0732
 NP0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0732
 NP0732.The geoid height was determined by GEOID03.
 NP0732
 NP0732;                    North         East     Units Scale Factor Converg.
 NP0732;SPC NE       -   355,743.990   183,921.535   MT  0.99998787   -2 34 07.0
 NP0732;SPC SD S     -    77,260.116   311,100.228   MT  0.99996979   -2 26 38.1
 NP0732;SPC SD S     -   253,477.56  1,020,668.00   sFT  0.99996979   -2 26 38.1
 NP0732;UTM  13      - 4,758,465.422   591,656.715   MT  0.99970335   +0 45 58.5
 NP0732
 NP0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0732!SPC NE       -   0.99981544  x   0.99998787  =   0.99980332
 NP0732!SPC SD S     -   0.99981544  x   0.99996979  =   0.99978524
 NP0732!UTM  13      -   0.99981544  x   0.99970335  =   0.99951885
 NP0732
 NP0732|---------------------------------------------------------------------|
 NP0732| PID    Reference Object                     Distance      Geod. Az  |
 NP0732|                                                           dddmmss.s |
 NP0732| CQ3756 FLUENT RM 1                           7.093 METERS 02755     |
 NP0732| OT0805 ARDMORE MUNICIPAL TANK              APPROX.18.9 KM 0733530.8 |
 NP0732| CQ3757 FLUENT RM 2                           7.069 METERS 12525     |
 NP0732| CQ3754 FLUENT AZ MK                                       1743603.6 |
 NP0732| CQ3755 FLUENT AZ MK RESET                                 17538     |
 NP0732|---------------------------------------------------------------------|
 NP0732
 NP0732                          SUPERSEDED SURVEY CONTROL
 NP0732
 NP0732  NAD 83(1995)-  42 58 23.96832(N)    103 52 33.54349(W) AD(       ) 1
 NP0732  NAD 83(1986)-  42 58 23.94648(N)    103 52 33.52669(W) AD(       ) 1
 NP0732  NAD 27      -  42 58 24.07600(N)    103 52 31.76900(W) AD(       ) 1
 NP0732
 NP0732.Superseded values are not recommended for survey control.
 NP0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0732.See file dsdata.txt to determine how the superseded data were derived.
 NP0732
 NP0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9165758465(NAD 83)
 NP0732_MARKER: DS = TRIANGULATION STATION DISK
 NP0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0732
 NP0732  HISTORY     - Date     Condition        Report By
 NP0732  HISTORY     - 1941     MONUMENTED       CGS
 NP0732  HISTORY     - 1964     GOOD             CGS
 NP0732
 NP0732                          STATION DESCRIPTION
 NP0732
 NP0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0732'STATION IS LOCATED ABOUT 22 MILES N OF HARRISON ON LAND OWNED
 NP0732'BY MR. CHAS. FLUENT.  IT IS ABOUT 2 MILES S OF THE NEBRASKA-SOUTH
 NP0732'DAKOTA STATE LINE AND 0.15 MILE W OF NEBRASKA STATE HIGHWAY 29
 NP0732'ON A PROMINENT RIDGE THAT IS IN THE SE 1/4 SEC. 26, T. 35 N,
 NP0732'R. 56 W.  IT IS 7 FEET N OF A WHITE REFERENCE POST, IS STAMPED
 NP0732'FLUENT 1941 AND PROJECTS 6 INCHES.
 NP0732'
 NP0732'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NP0732'BRONZE DISKS SET IN CONCRETE.
 NP0732'
 NP0732'REFERENCE MARK NO. 1 IS STAMPED FLUENT NO. 1 1941 AND PROJECTS
 NP0732'6 INCHES.
 NP0732'
 NP0732'REFERENCE MARK NO. 2 IS STAMPED FLUENT NO. 2 1941 AND PROJECTS
 NP0732'6 INCHES.
 NP0732'
 NP0732'THE AZIMUTH MARK IS 3.5 FEET N OF A WHITE REFERENCE POST, AND
 NP0732'25 FEET W OF THE CENTER LINE OF A DIRT ROAD.  IT IS STAMPED
 NP0732'FLUENT 1941 AND PROJECTS 8 INCHES.
 NP0732'
 NP0732'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NP0732'STATE HIGHWAY 29 ON THE N SIDE OF HARRISON, GO N ON STATE
 NP0732'HIGHWAY 29, 10.2 MILES TO A FORKS.  TAKE RIGHT FORK FOR 0.5
 NP0732'MILE TO ANOTHER FORKS.  TAKE LEFT FORK FOR 10.5 MILES TO THE
 NP0732'AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.5 MILE TO THE STATION
 NP0732'ON THE LEFT.
 NP0732'
 NP0732'A 64-FOOT SIGNAL AT CONKLIN, A 4-FOOT SIGNAL AT WRIGHT, A 77-FOOT
 NP0732'SIGNAL AT DIECKMAN, AN 87-FOOT SIGNAL AT KENNEDY, A 64-FOOT
 NP0732'SIGNAL AT KIRTLEY AND A 24-FOOT SIGNAL AT STORY ARE VISIBLE ON
 NP0732'THE GROUND.
 NP0732
 NP0732                          STATION RECOVERY (1964)
 NP0732
 NP0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NP0732'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NP0732'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK HAD BEEN
 NP0732'DISPLACED BY ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS
 NP0732'ESTABLISHED.  THE STATION WHICH IS LOCATED ON A PROMINENT
 NP0732'RIDGE ABOUT 1 AND 3/4 MILES SOUTH OF THE NEBRASKA-SOUTH
 NP0732'DAKOTA STATE LINE, AND 7 FEET NORTH OF A WHITE WOODEN WITNESS
 NP0732'POST WAS DESCRIBED ADEQUATELY BY F.B.Q. IN 1943.  A NEW
 NP0732'DESCRIPTION FOR THE NEW AZIMUTH MARK AND A NEW TO REACH FOLLOW.
 NP0732'
 NP0732'AZIMUTH MARK IS 0.6 MILE SOUTH OF THE STATION, 115 FEET WEST OF
 NP0732'A NORTH-SOUTH FENCE ON THE EAST SIDE OF STATE HIGHWAY 29, 62
 NP0732'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 29, AND 1 FOOT NORTH
 NP0732'OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 NP0732'THE DISK IS STAMPED FLUENT 1941 RESET 1964.
 NP0732'
 NP0732'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NP0732'AND STATE HIGHWAY 29 AT THE NORTH EDGE OF HARRISON, GO NORTH ON
 NP0732'STATE HIGHWAY 29 FOR 21.0 MILES TO THE AZIMUTH MARK ON THE
 NP0732'LEFT.  CONTINUE NORTH ON STATE HIGHWAY 29 FOR 0.5 MILE TO A CATTLE
 NP0732'GUARD ACROSS THE HIGHWAY.  TURN LEFT OFF THE HIGHWAY JUST
 NP0732'BEFORE REACHING THE CATTLE GUARD AND GO NORTHWEST UPHILL FOR
 NP0732'0.1 MILE TO THE STATION.
 NP0732'
 NP0732'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4126 ***********************************************************************
 AB4126  CBN         -  This is a Cooperative Base Network Control Station.
 AB4126  PACS        -  This is a Primary Airport Control Station.
 AB4126  DESIGNATION -  FMZ A
 AB4126  PID         -  AB4126
 AB4126  STATE/COUNTY-  NE/FILLMORE
 AB4126  USGS QUAD   -  GENEVA (1969)
 AB4126
 AB4126                         *CURRENT SURVEY CONTROL
 AB4126  ___________________________________________________________________
 AB4126* NAD 83(1995)-  40 34 57.28758(N)    097 34 09.58042(W)     ADJUSTED  
 AB4126* NAVD 88     -       497.78   (meters)    1633.1    (feet)  GPS OBS   
 AB4126  ___________________________________________________________________
 AB4126  X           -    -639,032.199 (meters)                     COMP
 AB4126  Y           -  -4,808,959.712 (meters)                     COMP
 AB4126  Z           -   4,127,635.081 (meters)                     COMP
 AB4126  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 AB4126  ELLIP HEIGHT-         471.14  (meters)          (07/10/01) GPS OBS
 AB4126  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AB4126
 AB4126  HORZ ORDER  -  B
 AB4126  ELLP ORDER  -  FOURTH    CLASS I
 AB4126
 AB4126.This mark is at Fairmont State Airfield Airport (FMZ)
 AB4126
 AB4126.The horizontal coordinates were established by GPS observations
 AB4126.and adjusted by the National Geodetic Survey in June 1996..
 AB4126
 AB4126.The orthometric height was determined by GPS observations and a
 AB4126.high-resolution geoid model.
 AB4126
 AB4126.GPS derived orthometric heights for airport stations designated as
 AB4126.PACS or SACS are published to 2 decimal places.  This maintains
 AB4126.centimeter relative accuracy between the PACS and SACS.  It does
 AB4126.not indicate centimeter accuracy relative to other marks which are
 AB4126.part of the NAVD 88 network.
 AB4126
 AB4126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4126
 AB4126.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4126
 AB4126.The ellipsoidal height was determined by GPS observations
 AB4126.and is referenced to NAD 83.
 AB4126
 AB4126.The geoid height was determined by GEOID03.
 AB4126
 AB4126;                    North         East     Units Scale Factor Converg.
 AB4126;SPC NE       -    86,080.565   705,718.900   MT  0.99978730   +1 36 38.9
 AB4126;UTM  14      - 4,493,404.672   621,079.550   MT  0.99978045   +0 55 51.0
 AB4126
 AB4126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4126!SPC NE       -   0.99992610  x   0.99978730  =   0.99971341
 AB4126!UTM  14      -   0.99992610  x   0.99978045  =   0.99970657
 AB4126
 AB4126                          SUPERSEDED SURVEY CONTROL
 AB4126
 AB4126  ELLIP H (06/25/96)  471.20   (m)                       GP(       ) 1 1
 AB4126
 AB4126.Superseded values are not recommended for survey control.
 AB4126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4126.See file dsdata.txt to determine how the superseded data were derived.
 AB4126
 AB4126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2108093405(NAD 83)
 AB4126_MARKER: I = METAL ROD
 AB4126_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4126_STAMPING: FMZ A 1995
 AB4126_MARK LOGO: NGS   
 AB4126_PROJECTION: FLUSH
 AB4126_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4126+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 AB4126_ROD/PIPE-DEPTH: 7.32 meters
 AB4126_SLEEVE-DEPTH  : 1 meters
 AB4126
 AB4126  HISTORY     - Date     Condition        Report By
 AB4126  HISTORY     - 1995     MONUMENTED       NGS
 AB4126  HISTORY     - 19970609 GOOD             NGS
 AB4126  HISTORY     - 20000605 GOOD             NEDR
 AB4126
 AB4126                          STATION DESCRIPTION
 AB4126
 AB4126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4126'THE STATION IS LOCATED ABOUT 4.95 MI (7.97 KM) NORTH-NORTHEAST OF
 AB4126'GENEVA, 3.3 MI (5.3 KM) SOUTH-SOUTHEAST OF FAIRMONT AND AT THE
 AB4126'FAIRMONT STATE AIRFIELD.  OWNERSHIP--STATE OF NEBRASKA, SUPERVISOR
 AB4126'STATE OWNED AIRFIELDS, PO BOX 82088, LINCOLN, NE 68501.  AIRPORT
 AB4126'MANAGER, TIM KRIENERT, PHONE (402) 268-4521.  TO REACH THE STATION
 AB4126'FROM THE U.S. HIGHWAY 81 OVERPASS OVER U.S. HIGHWAY 6 ON THE WEST SIDE
 AB4126'OF FAIRMONT, GO EAST ON U.S. HIGHWAY 6 FOR 1.95 MI (3.14 KM) TO AN
 AB4126'INTERSECTION, TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 3.3 MI (5.3
 AB4126'KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE GRAVEL ROAD
 AB4126'FOR 0.45 MI (0.72 KM) TO THE APRON EDGE, AIRPORT BEACON ON LEFT AND A
 AB4126'FENCE LINE AHEAD, TURN LEFT AND GO SOUTH ALONG THE EAST EDGE OF THE
 AB4126'APRON FOR 0.05 MI (0.08 KM) TO A GATE ON THE RIGHT, TURN RIGHT, PASS
 AB4126'THROUGH GATE AND GO WEST ON THE APRON FOR 0.1 MI (0.2 KM) TO A
 AB4126'TAXIWAY, TURN LEFT AND GO SOUTH ON THE PARALLEL TAXIWAY FOR 0.5 MI
 AB4126'(0.8 KM) TO A CONNECTOR TAXIWAY RIGHT (LEADING TO THE APPROACH END OF
 AB4126'RUNWAY 35) AND THE STATION JUST AHEAD ON THE RIGHT.  THE STATION IS
 AB4126'64.0 FT (19.5 M) SOUTH OF THE CONNECTOR TAXIWAY CENTER, 13.5 FT (4.1
 AB4126'M) WEST OF THE WEST EDGE OF THE PARALLEL TAXIWAY, 3.2 FT (1.0 M)
 AB4126'SOUTHEAST OF A TAXIWAY MARKER, 3.0 FT (0.9 M) SOUTHWEST OF A TAXIWAY
 AB4126'MARKER AND 2.0 FT (0.6 M) NORTH OF A WITNESS POST.  THE STATION IS
 AB4126'RECESSED 7 CM BELOW THE GROUND.  NOTE--THIS STATION WAS USED AS AN
 AB4126'AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4126
 AB4126                          STATION RECOVERY (1997)
 AB4126
 AB4126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4126'RECOVERED AS DESCRIBED.
 AB4126
 AB4126                          STATION RECOVERY (2000)
 AB4126
 AB4126'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4126'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4157 ***********************************************************************
 AB4157  SACS        -  This is a Secondary Airport Control Station.
 AB4157  DESIGNATION -  FNB A
 AB4157  PID         -  AB4157
 AB4157  STATE/COUNTY-  NE/RICHARDSON
 AB4157  USGS QUAD   -  FALLS CITY (1984)
 AB4157
 AB4157                         *CURRENT SURVEY CONTROL
 AB4157  ___________________________________________________________________
 AB4157* NAD 83(1995)-  40 05 01.38164(N)    095 35 41.77005(W)     ADJUSTED  
 AB4157* NAVD 88     -       299.50   (meters)     982.6    (feet)  GPS OBS   
 AB4157  ___________________________________________________________________
 AB4157  X           -    -476,451.254 (meters)                     COMP
 AB4157  Y           -  -4,863,651.904 (meters)                     COMP
 AB4157  Z           -   4,085,275.246 (meters)                     COMP
 AB4157  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 AB4157  ELLIP HEIGHT-         269.02  (meters)          (07/10/01) GPS OBS
 AB4157  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AB4157
 AB4157  HORZ ORDER  -  A
 AB4157  ELLP ORDER  -  FOURTH    CLASS I
 AB4157
 AB4157.This mark is at Brenner Field Airport (FNB)
 AB4157
 AB4157.The horizontal coordinates were established by GPS observations
 AB4157.and adjusted by the National Geodetic Survey in July 2001..
 AB4157
 AB4157.The orthometric height was determined by GPS observations and a
 AB4157.high-resolution geoid model.
 AB4157
 AB4157.GPS derived orthometric heights for airport stations designated as
 AB4157.PACS or SACS are published to 2 decimal places.  This maintains
 AB4157.centimeter relative accuracy between the PACS and SACS.  It does
 AB4157.not indicate centimeter accuracy relative to other marks which are
 AB4157.part of the NAVD 88 network.
 AB4157
 AB4157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4157
 AB4157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4157
 AB4157.The ellipsoidal height was determined by GPS observations
 AB4157.and is referenced to NAD 83.
 AB4157
 AB4157.The geoid height was determined by GEOID03.
 AB4157
 AB4157;                    North         East     Units Scale Factor Converg.
 AB4157;SPC NE       -    37,370.308   875,529.271   MT  0.99996322   +2 55 09.2
 AB4157;UTM  15      - 4,440,276.321   278,754.701   MT  1.00020263   -1 40 17.7
 AB4157
 AB4157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4157!SPC NE       -   0.99995780  x   0.99996322  =   0.99992102
 AB4157!UTM  15      -   0.99995780  x   1.00020263  =   1.00016042
 AB4157
 AB4157                          SUPERSEDED SURVEY CONTROL
 AB4157
 AB4157  NAD 83(1995)-  40 05 01.38167(N)    095 35 41.76962(W) AD(       ) 1
 AB4157  ELLIP H (08/07/98)  269.12   (m)                       GP(       ) 4 1
 AB4157
 AB4157.Superseded values are not recommended for survey control.
 AB4157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4157.See file dsdata.txt to determine how the superseded data were derived.
 AB4157
 AB4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7875540276(NAD 83)
 AB4157_MARKER: I = METAL ROD
 AB4157_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4157_STAMPING: FNB A 1995
 AB4157_MARK LOGO: NGS   
 AB4157_PROJECTION: FLUSH
 AB4157_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4157+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 AB4157_ROD/PIPE-DEPTH: 12.5 meters
 AB4157_SLEEVE-DEPTH  : 1 meters
 AB4157
 AB4157  HISTORY     - Date     Condition        Report By
 AB4157  HISTORY     - 1995     MONUMENTED       NGS
 AB4157  HISTORY     - 19970515 GOOD             NGS
 AB4157  HISTORY     - 20000605 GOOD             NEDR
 AB4157
 AB4157                          STATION DESCRIPTION
 AB4157
 AB4157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4157'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST OF SALEM, 1.2 MI
 AB4157'(1.9 KM) NORTHEAST OF FALLS CITY AND AT BRENNER FIELD AIRPORT NEAR THE
 AB4157'APPROACH END OF RUNWAY 14.  OWNERSHIP--FALLS CITY AIRPORT AUTHORITY,
 AB4157'PO BOX 414, FALLS CITY NE 68355.  AIRPORT MANAGER, PHIL CHAFFEE, PHONE
 AB4157'(402) 245-3715.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB4157'HIGHWAY 73, STATE HIGHWAY 8 WEST AND 21ST STREET EAST IN FALLS CITY,
 AB4157'GO EAST ON 21ST STREET FOR 0.8 MI (1.3 KM) TO A FORK, BEAR LEFT AND GO
 AB4157'NORTH ON THE MAIN GRAVEL ROAD FOR 0.85 MI (1.37 KM) TO A ROAD LEFT,
 AB4157'TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24
 AB4157'KM) TO A FORK, BEAR RIGHT AND GO NORTH FOR 0.05 MI (0.08 KM) TO A
 AB4157'T-JUNCTION AND THE AIRPORT OFFICE ON THE LEFT, TURN LEFT AND GO WEST
 AB4157'ACROSS THE APRON, THEN ON THE CONNECTOR TAXIWAY FOR 0.15 MI (0.24 KM)
 AB4157'TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE RUNWAY FOR 0.5 MI
 AB4157'(0.8 KM) TO THE RUNWAY END AND THE STATION ON THE RIGHT.  THE STATION
 AB4157'IS ON LINE WITH THE SOUTHEAST EDGE OF THE CONCRETE TURNAROUND/HOLDING
 AB4157'AREA, 76.5 FT (23.3 M) SOUTHWEST OF A FENCE LINE, 27.4 FT (8.4 M)
 AB4157'SOUTHEAST OF A TAXIWAY MARKER, 11.0 FT (3.4 M) NORTHEAST OF THE EAST
 AB4157'CORNER OF THE CONCRETE TURNAROUND AND 10.0 FT (3.0 M) NORTHWEST OF A
 AB4157'TAXIWAY MARKER AND A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4157
 AB4157                          STATION RECOVERY (1997)
 AB4157
 AB4157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4157'RECOVERED AS DESCRIBED
 AB4157
 AB4157                          STATION RECOVERY (2000)
 AB4157
 AB4157'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4157'RECOVERED AS DESCRIBED.  NOTE--THIS STATION REPLACES BRENNER AS A CBN
 AB4157'AND PACS.  STATION BRENNER WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1972 ***********************************************************************
 MK1972  DESIGNATION -  FOLLEN
 MK1972  PID         -  MK1972
 MK1972  STATE/COUNTY-  NE/WASHINGTON
 MK1972  USGS QUAD   -  BLAIR (1983)
 MK1972
 MK1972                         *CURRENT SURVEY CONTROL
 MK1972  ___________________________________________________________________
 MK1972* NAD 83(1995)-  41 37 05.25310(N)    096 12 41.92581(W)     ADJUSTED  
 MK1972* NAVD 88     -       406.0    (meters)    1332.     (feet)  VERTCON   
 MK1972  ___________________________________________________________________
 MK1972  LAPLACE CORR-          -8.63  (seconds)                    DEFLEC99
 MK1972  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 MK1972
 MK1972  HORZ ORDER  -  FIRST
 MK1972
 MK1972.The horizontal coordinates were established by classical geodetic methods
 MK1972.and adjusted by the National Geodetic Survey in August 1997..
 MK1972
 MK1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1972
 MK1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1972
 MK1972.The geoid height was determined by GEOID03.
 MK1972
 MK1972;                    North         East     Units Scale Factor Converg.
 MK1972;SPC NE       -   205,071.087   815,529.395   MT  0.99966051   +2 30 37.9
 MK1972;UTM  14      - 4,611,134.569   732,311.315   MT  1.00026419   +1 51 09.9
 MK1972
 MK1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1972!SPC NE       -   0.99994066  x   0.99966051  =   0.99960120
 MK1972!UTM  14      -   0.99994066  x   1.00026419  =   1.00020484
 MK1972
 MK1972|---------------------------------------------------------------------|
 MK1972| PID    Reference Object                     Distance      Geod. Az  |
 MK1972|                                                           dddmmss.s |
 MK1972| MK1973 FOLLEN RM A                          29.522 METERS 02229     |
 MK1972| MJ1330 MAGNOLIA MO VAL MACH RAD MAST       APPROX.23.8 KM 0704954.2 |
 MK1972| MK1833 MODALE MUNICIPAL TANK               APPROX.16.9 KM 0885437.6 |
 MK1972| CL6524 FOLLEN RM 1                                        1241253.5 |
 MK1972| MK1969 BLAIR WASHINGTON CO CTHSE DOME      APPROX.10.7 KM 1434042.5 |
 MK1972| CL6528 FOLLEN RM 5                          19.340 METERS 15507     |
 MK1972| CL6523 FOLLEN AZ MK 2                                     1931719.0 |
 MK1972| CL6525 FOLLEN RM 2                          55.780 METERS 19430     |
 MK1972| CL6526 FOLLEN RM 3                          37.996 METERS 24231     |
 MK1972| MK1977 WINSLOW ATT MW TOWER                APPROX.17.3 KM 2723734.2 |
 MK1972| CL6527 FOLLEN RM 4                          42.593 METERS 31515     |
 MK1972| MK1974 HERMAN MUNICIPAL STANDPIPE          APPROX. 5.9 KM 3540720.5 |
 MK1972|---------------------------------------------------------------------|
 MK1972
 MK1972                          SUPERSEDED SURVEY CONTROL
 MK1972
 MK1972  NAD 83(1986)-  41 37 05.25861(N)    096 12 41.92808(W) AD(       ) 1
 MK1972  NAD 27      -  41 37 05.28700(N)    096 12 40.87400(W) AD(       ) 1
 MK1972  NGVD 29 (07/19/86)  405.9    (m)         1332.     (f) VERT ANG       
 MK1972
 MK1972.Superseded values are not recommended for survey control.
 MK1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1972.See file dsdata.txt to determine how the superseded data were derived.
 MK1972
 MK1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3231111135(NAD 83)
 MK1972_MARKER: DS = TRIANGULATION STATION DISK
 MK1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1972_STAMPING: FOLLEN 1930
 MK1972_MARK LOGO: CGS   
 MK1972_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1972+STABILITY: SURFACE MOTION
 MK1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1972+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1999
 MK1972
 MK1972  HISTORY     - Date     Condition        Report By
 MK1972  HISTORY     - 1930     MONUMENTED       CGS
 MK1972  HISTORY     - 1934     GOOD             CGS
 MK1972  HISTORY     - 1935     GOOD             NEGS
 MK1972  HISTORY     - 1947     GOOD             CGS
 MK1972  HISTORY     - 1948     GOOD             CGS
 MK1972  HISTORY     - 19990815 POOR             NEDR
 MK1972
 MK1972                          STATION DESCRIPTION
 MK1972
 MK1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1972'STATION IS ABOUT 6 MILES NW OF BLAIR AND 4 MILES DUE S OF HERMAN,
 MK1972'ON LAND OWNED AND OCCUPIED BY GEORGE FOLLEN.
 MK1972'
 MK1972'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1972'DISKS SET IN CONCRETE.
 MK1972'
 MK1972'REFERENCE MARK NO. 1 IS LOCATED ON THE FENCE LINE ON THE N SIDE
 MK1972'OF THE ROAD WHICH LEAVES PLEASANT VIEW SCHOOL, AND IS ABOUT
 MK1972'3/4 MILE IN A WESTERLY DIRECTION FROM THE SCHOOL.  REFERENCE
 MK1972'MARK NO. 2 IS ABOUT 1-1/4 MILES FROM THE SCHOOL ON THE S SIDE
 MK1972'OF THE ROAD, AND 20 FEET FROM THE CENTER LINE OF THE ROAD.
 MK1972'IT IS ABOUT 50 FEET E OF THE POINT WHERE THE LANE LEADS IN TO
 MK1972'GEORGE FOLLENS FARMHOUSE.
 MK1972'
 MK1972'TO REACH FROM BLAIR, FOLLOW STATE ROUTE 5, NW, 5.8 MILES TO A
 MK1972'ROAD FORK AT THE PLEASANT VIEW SCHOOL, ON THE W SIDE OF THE ROAD.
 MK1972'TAKE LEFT FORK AT THE SCHOOL, AND FOLLOW 1-1/4 MILES TO TOP OF HILL
 MK1972'WHERE A LANE LEADS TO THE RIGHT, A SHORT DISTANCE BEFORE
 MK1972'REACHING A CROSS ROAD AND POLE LINE.  THERE IS A SCATTERING
 MK1972'GROVE OF TREES WHERE THIS LANE LEAVES THE ROAD.  STATION IS IN
 MK1972'THIS GROVE 170 FEET N OF THE ROAD.
 MK1972'
 MK1972'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MK1972
 MK1972                          STATION RECOVERY (1934)
 MK1972
 MK1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MK1972'STATION RECOVERED AS DESCRIBED.
 MK1972'
 MK1972'REFERENCE MARK NO. 2 WAS FOUND TO BE PARTLY EXPOSED, BUT WAS NOT
 MK1972'RESET.  TWO ADDITIONAL REFERENCE MARKS NOS. 3 AND 4, STANDARD
 MK1972'BRONZE DISKS SET IN CONCRETE, WERE
 MK1972'INSTALLED.  ALL OTHER MARKS IN GOOD CONDITION.  ORIGINAL
 MK1972'DESCRIPTION ADEQUATE.
 MK1972
 MK1972                          STATION RECOVERY (1935)
 MK1972
 MK1972'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK1972'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  STANDARD
 MK1972'STATION DISK IN CONCRETE PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MK1972'
 MK1972'STATION IS LOCATED IN SEC. 17, T 19 N, R 11 E, ON LAND OWNED BY
 MK1972'PETER FOLLEN AND OCCUPIED BY GEORGE FOLLEN, IN SCATTERED GROVE
 MK1972'OF TREES ON TOP OF FLAT-TOPPED HILL OVERLOOKING MISSOURI RIVER
 MK1972'VALLEY TO THE E, 115 FEET E OF THE W ROW OF TREES IN THE GROVE,
 MK1972'AND 38 FEET N OF WIRE FENCE ON N SIDE OF DRIVE LEADING TO FOLLEN
 MK1972'BUILDINGS.
 MK1972'
 MK1972'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE AS DESCRIBED.
 MK1972'REFERENCE MARK NO. 2 HAS BEEN EXPOSED IN ROAD DITCH WHEN ROAD WAS
 MK1972'GRADED AND WILL PROBABLY EVENTUALLY FALL INTO DITCH.  REFERENCE
 MK1972'MARK NO. 3 IS 125 FEET SW OF THE STATION, 45 FEET NE OF THE CENTER
 MK1972'LINE OF THE ROAD, AND 8 FEET W OF A FENCE CORNER ON THE W SIDE
 MK1972'OF ENTRANCE DRIVE.
 MK1972'
 MK1972'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND
 MK1972'73 IN BLAIR, GO NW 5.3 MILES ON U.S. HIGHWAY 73 (PAVED) TO PLEASANT
 MK1972'VIEW SCHOOL, THENCE NW ON WINDING ROAD ABOUT 1.3 MILES TO TOP OF
 MK1972'HILL AND LANE LEADING IN TO THE N A SHORT DISTANCE BEFORE
 MK1972'REACHING CROSS ROAD AND POLE LINE.
 MK1972
 MK1972                          STATION RECOVERY (1947)
 MK1972
 MK1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1972'THE STATION WAS RECOVERED AS DESCRIBED BY H.W.H. IN 1930 AND ALL
 MK1972'MARKS WERE FOUND IN GOOD CONDITION EXCEPT R.M. NO. 2 WHICH HAS
 MK1972'BEEN DESTROYED.  A NEW MARK R.M. NO. 5 WAS ESTABLISHED.  THE
 MK1972'DRIVEWAY LEADING TO MR. H.O ANDERSONS HOME HAS BEEN MOVED TO THE
 MK1972'FIELD ROAD MENTIONED IN THE OLD DESCRIPTION.  A COMPLETE NEW
 MK1972'DESCRIPTION FOLLOWS.  DISTANCES TO R.M. 3 AND R.M. 4 DID NOT
 MK1972'CHECK.
 MK1972'
 MK1972'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF BLAIR, ABOUT 4
 MK1972'MILES SOUTH OF HERMAN, ON LAND OWNED AND OCCUPIED BY MR. H. O
 MK1972'ANDERSON.  IT IS 141 FEET NORTHEAST OF A FENCE CORNER IN THE
 MK1972'NORTHWEST CORNER OF THE JUNCTION OF THE LANE WITH THE MAIN ROAD,
 MK1972'AND 44 FEET NORTH OF THE CENTERLINE OF THE LANE.  THE DISK IS
 MK1972'STAMPED FOLLEN 1930 1934 AND PROJECTS 4 INCHES.
 MK1972'
 MK1972'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS APPROXIMATELY 0.5 MILE
 MK1972'EAST-SOUTHEAST OF THE STATION, 29 FEET NORTH OF THE CENTERLINE
 MK1972'OF THE ROAD, AND 2 FEET WEST-NORTHWEST OF A WITNESS POST.  THE
 MK1972'DISK IS STAMPED FOLLEN NO 1 1934 AND PROJECTS 4 INCHES.
 MK1972'
 MK1972'REFERENCE MARK NO. 3 IS 124.63 FEET WEST-SOUTHWEST OF THE STATION,
 MK1972'47 FEET NORTH OF THE CENTERLINE OF THE ROAD, 19 FEET NORTH OF A
 MK1972'FENCE CORNER, AND 18 FEET WEST OF THE CENTERLINE OF THE LANE.
 MK1972'THE DISK IS STAMPED FOLLEN NO 3 1934 AND PROJECTS 4 INCHES.
 MK1972'
 MK1972'REFERENCE MARK NO. 4 IS 139.77 FEET WEST-NORTHWEST OF THE STATION,
 MK1972'AND 75 FEET EAST-NORTHEAST OF A POWER POLE.  THE DISK IS STAMPED
 MK1972'FOLLEN NO 4 1934 AND PROJECTS 4 INCHES.
 MK1972'
 MK1972'REFERENCE MARK NO. 5 IS 63.48 FEET SOUTHEAST OF THE STATION,
 MK1972'16 FEET SOUTH OF THE CENTERLINE OF THE LANE, AND 2 FEET WEST
 MK1972'OF A TELEPHONE POLE.  THE DISK IS STAMPED FOLLEN NO 5 1947 AND
 MK1972'PROJECTS 4 INCHES.
 MK1972'
 MK1972'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 73 AND
 MK1972'30 IN BLAIR, GO NORTH ON U.S. HIGHWAY 73 FOR 5.6 MILES TO A
 MK1972'DIRT ROAD LEFT, JUST BEYOND THE PLEASANT VIEW SCHOOL.  BEAR LEFT,
 MK1972'ON THE DIRT ROAD, AND GO 1.3 MILES TO A SIDE ROAD RIGHT JUST
 MK1972'BEYOND A CLUMP OF BUSHES.  TURN SHARP RIGHT INTO THE LANE AND GO
 MK1972'ABOUT 150 FEET TO THE STATION ON THE LEFT.  THE AZIMUTH MARK
 MK1972'IS ON THE RIGHT, 0.5 MILE BEFORE REACHING THE STATION.
 MK1972'
 MK1972'A 90 FOOT SIGNAL AT MONDAMIN CAN BE SEEN FROM THE GROUND.
 MK1972'
 MK1972'A 90 FOOT SIGNAL AT CLAY CAN BE SEEN FROM THE GROUND.
 MK1972'
 MK1972'A 90 FOOT SIGNAL AT MODALE CAN BE SEEN FROM THE GROUND.
 MK1972'
 MK1972'A 4 FOOT STAND AT TYSON CAN BE SEEN FROM THE GROUND.
 MK1972'
 MK1972'A 4 FOOT STAND AT VALLEY 1934 CAN BE SEEN FROM THE GROUND.
 MK1972'
 MK1972'A 77 FOOT TOWER AT HARRIS CAN BE SEEN FROM THE GROUND.
 MK1972'
 MK1972'A 4 FOOT STAND AT CONNER CAN BE SEEN FROM THE GROUND.
 MK1972'
 MK1972'A 4 FOOT STAND AT BLAIR 2 CAN BE SEEN FROM THE GROUND.
 MK1972
 MK1972                          STATION RECOVERY (1948)
 MK1972
 MK1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1972'THE STATION WAS RECOVERED AS DESCRIBED BY G.L.S. IN 1947 AND
 MK1972'ALL MARKS WERE IN GOOD CONDITION.  MEASUREMENTS TO MARKS WERE
 MK1972'CHECKED AND FOUND TO BE CORRECT.
 MK1972'
 MK1972'THE 1947 DESCRIPTION IS ADEQUATE.
 MK1972
 MK1972                          STATION RECOVERY (1999)
 MK1972
 MK1972'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 MK1972'THE SURFACE STATION MARK WAS FOUND LEANING NORTH AND HAS BEEN
 MK1972'DISTURBED.  FOUND REFERENCE MARKS 3 AND 5 GOOD CONDITION.  REFERENCE
 MK1972'MARK 4 NOT FOUND AFTER A QUICK VISUAL SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1973 ***********************************************************************
 MK1973  DESIGNATION -  FOLLEN RM A
 MK1973  PID         -  MK1973
 MK1973  STATE/COUNTY-  NE/WASHINGTON
 MK1973  USGS QUAD   -  BLAIR (1983)
 MK1973
 MK1973                         *CURRENT SURVEY CONTROL
 MK1973  ___________________________________________________________________
 MK1973* NAD 83(1995)-  41 37 06.13732(N)    096 12 41.43829(W)     ADJUSTED  
 MK1973* NAVD 88     -       404.8    (meters)    1328.     (feet)  VERTCON   
 MK1973  ___________________________________________________________________
 MK1973  LAPLACE CORR-          -8.64  (seconds)                    DEFLEC99
 MK1973  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 MK1973
 MK1973  HORZ ORDER  -  FIRST
 MK1973
 MK1973.The horizontal coordinates were established by classical geodetic methods
 MK1973.and adjusted by the National Geodetic Survey in August 1997..
 MK1973
 MK1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1973
 MK1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1973
 MK1973.The geoid height was determined by GEOID03.
 MK1973
 MK1973;                    North         East     Units Scale Factor Converg.
 MK1973;SPC NE       -   205,098.825   815,539.473   MT  0.99966052   +2 30 38.2
 MK1973;UTM  14      - 4,611,162.206   732,321.717   MT  1.00026425   +1 51 10.2
 MK1973
 MK1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1973!SPC NE       -   0.99994085  x   0.99966052  =   0.99960139
 MK1973!UTM  14      -   0.99994085  x   1.00026425  =   1.00020509
 MK1973
 MK1973:                Primary Azimuth Mark                     Grid Az
 MK1973:SPC NE       -  MAGNOLIA MO VAL MACH RAD MAST            068 22 27.6
 MK1973:UTM  14      -  MAGNOLIA MO VAL MACH RAD MAST            069 01 55.6
 MK1973
 MK1973|---------------------------------------------------------------------|
 MK1973| PID    Reference Object                     Distance      Geod. Az  |
 MK1973|                                                           dddmmss.s |
 MK1973| MJ1330 MAGNOLIA MO VAL MACH RAD MAST       APPROX.23.8 KM 0705305.8 |
 MK1973| MK1972 FOLLEN                               29.522 METERS 20229     |
 MK1973| MK1976 RUWE                                APPROX.16.1 KM 2655445.6 |
 MK1973| MK1977 WINSLOW ATT MW TOWER                APPROX.17.3 KM 2723203.2 |
 MK1973|---------------------------------------------------------------------|
 MK1973
 MK1973                          SUPERSEDED SURVEY CONTROL
 MK1973
 MK1973  NAD 83(1986)-  41 37 06.14295(N)    096 12 41.44049(W) AD(       ) 1
 MK1973  NAD 27      -  41 37 06.17123(N)    096 12 40.38653(W) AD(       ) 1
 MK1973  NGVD 29 (07/19/86)  404.7    (m)         1328.     (f) VERT ANG       
 MK1973
 MK1973.Superseded values are not recommended for survey control.
 MK1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1973.See file dsdata.txt to determine how the superseded data were derived.
 MK1973
 MK1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3232211162(NAD 83)
 MK1973_MARKER: DS = TRIANGULATION STATION DISK
 MK1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1973+STABILITY: SURFACE MOTION
 MK1973
 MK1973  HISTORY     - Date     Condition        Report By
 MK1973  HISTORY     - 1968     MONUMENTED       CGS
 MK1973
 MK1973                          STATION DESCRIPTION
 MK1973
 MK1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1973'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF BLAIR, 4 MILES
 MK1973'SOUTH OF HERMAN AND ON PROPERTY OWNED BY MR. H.O. ANDERSON.
 MK1973'
 MK1973'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK STAMPED
 MK1973'FOLLEN RM A 1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 MK1973'IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT
 MK1973'IS III FEET NORTH-NORTHWEST OF A FENCE CORNER, 2.5 FEET SOUTH OF
 MK1973'A METAL WITNESS POST WITH SIGN ATTACHED AND 2 FEET SOUTH OF A FENCE.
 MK1973'
 MK1973'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FOLLEN 1930,
 MK1973'THE DISTANCE, REDUCED TO SEA LEVEL, AND THE DIRECTION ARE NOTED.
 MK1973'
 MK1973'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR FOLLEN
 MK1973'1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0654 ***********************************************************************
 NP0654  DESIGNATION -  FONDNESS
 NP0654  PID         -  NP0654
 NP0654  STATE/COUNTY-  NE/BOX BUTTE
 NP0654  USGS QUAD   -  BOX BUTTE SW (1976)
 NP0654
 NP0654                         *CURRENT SURVEY CONTROL
 NP0654  ___________________________________________________________________
 NP0654* NAD 83(1995)-  42 15 02.45697(N)    102 56 41.59851(W)     ADJUSTED  
 NP0654* NAVD 88     -      1256.     (meters)    4121.     (feet)  SCALED    
 NP0654  ___________________________________________________________________
 NP0654  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 NP0654  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 NP0654
 NP0654  HORZ ORDER  -  FIRST
 NP0654
 NP0654.The horizontal coordinates were established by classical geodetic methods
 NP0654.and adjusted by the National Geodetic Survey in August 1997..
 NP0654
 NP0654.The orthometric height was scaled from a topographic map.
 NP0654
 NP0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0654
 NP0654.The geoid height was determined by GEOID03.
 NP0654
 NP0654;                    North         East     Units Scale Factor Converg.
 NP0654;SPC NE       -   272,532.303   257,083.123   MT  0.99974307   -1 57 05.6
 NP0654;UTM  13      - 4,679,654.612   669,533.352   MT  0.99995365   +1 22 55.7
 NP0654
 NP0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0654!SPC NE       -   0.99980600  x   0.99974307  =   0.99954912
 NP0654!UTM  13      -   0.99980600  x   0.99995365  =   0.99975966
 NP0654
 NP0654|---------------------------------------------------------------------|
 NP0654| PID    Reference Object                     Distance      Geod. Az  |
 NP0654|                                                           dddmmss.s |
 NP0654| CQ3762 FONDNESS RM 1                        27.264 METERS 03616     |
 NP0654| CQ3761 FONDNESS AZ MK                                     0943903.8 |
 NP0654| CQ3763 FONDNESS RM 2                        21.255 METERS 12521     |
 NP0654|---------------------------------------------------------------------|
 NP0654
 NP0654                          SUPERSEDED SURVEY CONTROL
 NP0654
 NP0654  NAD 83(1995)-  42 15 02.45681(N)    102 56 41.59829(W) AD(       ) 1
 NP0654  NAD 83(1986)-  42 15 02.45452(N)    102 56 41.59558(W) AD(       ) 1
 NP0654  NAD 27      -  42 15 02.59000(N)    102 56 39.87700(W) AD(       ) 1
 NP0654
 NP0654.Superseded values are not recommended for survey control.
 NP0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0654.See file dsdata.txt to determine how the superseded data were derived.
 NP0654
 NP0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6953379655(NAD 83)
 NP0654_MARKER: DS = TRIANGULATION STATION DISK
 NP0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0654
 NP0654  HISTORY     - Date     Condition        Report By
 NP0654  HISTORY     - 1946     MONUMENTED       CGS
 NP0654
 NP0654                          STATION DESCRIPTION
 NP0654
 NP0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0654'LOCATED ABOUT 11 MILES, AIRLINE, NORTH-NORTHWEST OF ALLIANCE,
 NP0654'8.25 MILES, AIRLINE, SOUTHEAST OF HEMINGFORD AND 3.5 MILES,
 NP0654'AIRLINE, NORTHEAST OF BEREA, IN THE SOUTHEAST CORNER OF A BARNYARD
 NP0654'OWNED BY MR. WALTER FONDNESS.  IT IS 126 FEET SOUTHEAST OF THE
 NP0654'SOUTHEAST CORNER OF THE BARN, 12 FEET NORTH OF THE EAST-WEST
 NP0654'FENCE LINE AND 11 FEET WEST OF THE NORTH-SOUTH FENCE LINE.  IT
 NP0654'IS STAMPED FONDNESS 1946 AND IS FLUSH WITH THE GROUND.
 NP0654'
 NP0654'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE
 NP0654'AND 29 FEET EAST OF THE CENTER LINE OF A DIRT ROAD.  IT IS
 NP0654'STAMPED FONDNESS NO 1 1946 AND PROJECTS 1 FOOT.
 NP0654'
 NP0654'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE NORTH-SOUTH FENCE
 NP0654'LINE AND 30 FEET EAST OF THE CENTER LINE OF A DIRT ROAD.  IT IS
 NP0654'STAMPED FONDNESS NO 2 1946 AND PROJECTS 10 INCHES.
 NP0654'
 NP0654'THE AZIMUTH MARK IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE, 9
 NP0654'FEET WEST OF THE FENCE CORNER AND 33.5 FEET NORTH OF THE CENTER
 NP0654'LINE OF A DIRT ROAD.  IT IS STAMPED FONDNESS 1946 AND PROJECTS 10
 NP0654'INCHES.
 NP0654'
 NP0654'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 19 AT THE EAST
 NP0654'EDGE OF ALLIANCE--GO NORTH ON STATE HIGHWAY 19 FOR 10.9 MILES TO
 NP0654'A CROSSROAD AND A LONE MAILBOX ON THE RIGHT.  TURN LEFT, WEST,
 NP0654'AND GO 4.2 MILES TO A CROSSROAD.  TURN RIGHT, NORTH, AND GO 0.05
 NP0654'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NP0654'
 NP0654'THE AZIMUTH MARK IS ON THE RIGHT SIDE OF THE ROAD, 0.3 MILE BEFORE
 NP0654'REACHING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0470 ***********************************************************************
 LJ0470  DESIGNATION -  FORK
 LJ0470  PID         -  LJ0470
 LJ0470  STATE/COUNTY-  NE/LINCOLN
 LJ0470  USGS QUAD   -  WELLFLEET SE (1956)
 LJ0470
 LJ0470                         *CURRENT SURVEY CONTROL
 LJ0470  ___________________________________________________________________
 LJ0470* NAD 83(1995)-  40 48 30.14425(N)    100 35 29.48926(W)     ADJUSTED  
 LJ0470* NAVD 88     -       910.79   (+/-2cm)    2988.2    (feet)  VERTCON   
 LJ0470  ___________________________________________________________________
 LJ0470  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LJ0470  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 LJ0470
 LJ0470  HORZ ORDER  -  THIRD
 LJ0470  VERT ORDER  -  THIRD ? (See Below)
 LJ0470
 LJ0470.The horizontal coordinates were established by classical geodetic methods
 LJ0470.and adjusted by the National Geodetic Survey in August 1997..
 LJ0470
 LJ0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0470.The vertical order pertains to the NGVD 29 superseded value.
 LJ0470
 LJ0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0470
 LJ0470.The geoid height was determined by GEOID03.
 LJ0470
 LJ0470;                    North         East     Units Scale Factor Converg.
 LJ0470;SPC NE       -   108,427.174   450,101.852   MT  0.99973213   -0 23 31.2
 LJ0470;UTM  14      - 4,518,703.662   365,760.869   MT  0.99982180   -1 02 25.0
 LJ0470
 LJ0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0470!SPC NE       -   0.99986073  x   0.99973213  =   0.99959290
 LJ0470!UTM  14      -   0.99986073  x   0.99982180  =   0.99968256
 LJ0470
 LJ0470|---------------------------------------------------------------------|
 LJ0470| PID    Reference Object                     Distance      Geod. Az  |
 LJ0470|                                                           dddmmss.s |
 LJ0470| CN9317 FORK RM 1                            16.468 METERS 11134     |
 LJ0470| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.20.9 KM 1284837.5 |
 LJ0470| CN9316 FORK AZ MK                                         1793310.2 |
 LJ0470| CN9318 FORK RM 2                            12.871 METERS 19345     |
 LJ0470|---------------------------------------------------------------------|
 LJ0470
 LJ0470                          SUPERSEDED SURVEY CONTROL
 LJ0470
 LJ0470  NAD 83(1986)-  40 48 30.14925(N)    100 35 29.49680(W) AD(       ) 3
 LJ0470  NAD 27      -  40 48 30.13013(N)    100 35 27.97753(W) AD(       ) 3
 LJ0470  NGVD 29 (07/19/86)  910.44   (m)         2987.0    (f) LEVELING    3  
 LJ0470
 LJ0470.Superseded values are not recommended for survey control.
 LJ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0470.See file dsdata.txt to determine how the superseded data were derived.
 LJ0470
 LJ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6576118704(NAD 83)
 LJ0470_MARKER: DS = TRIANGULATION STATION DISK
 LJ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0470
 LJ0470  HISTORY     - Date     Condition        Report By
 LJ0470  HISTORY     - 1951     MONUMENTED       CGS
 LJ0470
 LJ0470                          STATION DESCRIPTION
 LJ0470
 LJ0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0470'THE STATION IS LOCATED ABOUT 11.0 MILES NORTH-NORTHEAST OF
 LJ0470'MAYWOOD AND ABOUT 9.0 MILES NORTHEAST OF WELLFLEET IN THE SOUTH
 LJ0470'EDGE OF A CULTIVATED FIELD, 30 FEET NORTHWEST OF THE CENTER
 LJ0470'OF A NORTHEAST-SOUTHWEST ROAD AND 4 FEET WEST OF A WITNESS POST.
 LJ0470'IT IS STAMPED FORK 1951 AND PROJECTS 2 INCHES.
 LJ0470'
 LJ0470'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 24 FEET
 LJ0470'SOUTHEAST OF THE CENTER OF ROAD.  IT IS STAMPED FORK NO 1
 LJ0470'1951 AND PROJECTS 3 INCHES.
 LJ0470'
 LJ0470'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 19 FEET
 LJ0470'NORTHWEST OF THE CENTER OF ROAD.  IT IS STAMPED FORK NO 2 1951
 LJ0470'AND PROJECTS 2 INCHES.
 LJ0470'
 LJ0470'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 63.88 FEET.
 LJ0470'
 LJ0470'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET WEST OF THE
 LJ0470'CENTER OF A NORTH-SOUTH ROAD AND 2 FEET NORTHEAST OF A WITNESS
 LJ0470'POST.  IT IS STAMPED FORK 1951 AND PROJECTS 4 INCHES.
 LJ0470'
 LJ0470'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK SOUTH OF THE
 LJ0470'POST OFFICE IN MAYWOOD, GO EAST AND NORTH ON U.S. HIGHWAY
 LJ0470'83 FOR 7.6 MILES TO A POINT WHERE HIGHWAY CURVES WEST, CONTINUE
 LJ0470'STRAIGHT AHEAD NORTH ON DIRT ROAD FOR 1.0 MILE TO A T ROAD
 LJ0470'RIGHT, TURN RIGHT AND GO EAST FOR 1.0 MILE TO A T ROAD LEFT.
 LJ0470'TURN LEFT AND GO NORTH FOR 0.3 MILE TO A FORK JUST AFTER
 LJ0470'CROSSING CATTLE GUARD NORTHEAST OF FARMHOUSE, TAKE LEFT FORK
 LJ0470'AND GO NORTH ON TRACK ROAD FOR 0.5 MILE TO A FORK, TAKE RIGHT
 LJ0470'FORK AND CONTINUE NORTH FOR 0.3 MILE TO A FORK, TAKE LEFT
 LJ0470'FORK AND CONTINUE NORTH FOR 1.1 MILES TO A T ROAD RIGHT.  TURN
 LJ0470'RIGHT AND GO EAST FOR 0.9 MILE TO A T INTERSECTION, TURN LEFT
 LJ0470'AND GO NORTH ON DIRT ROAD FOR 0.05 MILE TO AZIMUTH MARK ON LEFT
 LJ0470'AS DESCRIBED, CONTINUE NORTH AND NORTHEAST ON DIRT ROAD FOR 0.7
 LJ0470'MILE TO STATION ON LEFT AS DESCRIBED.
 LJ0470'
 LJ0470'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0403 ***********************************************************************
 NO0403  DESIGNATION -  FORT
 NO0403  PID         -  NO0403
 NO0403  STATE/COUNTY-  NE/CHERRY
 NO0403  USGS QUAD   -  CORNELL DAM (1983)
 NO0403
 NO0403                         *CURRENT SURVEY CONTROL
 NO0403  ___________________________________________________________________
 NO0403* NAD 83(1995)-  42 54 21.77695(N)    100 28 29.38374(W)     ADJUSTED  
 NO0403* NAVD 88     -       813.     (meters)    2667.     (feet)  SCALED    
 NO0403  ___________________________________________________________________
 NO0403  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 NO0403  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 NO0403
 NO0403  HORZ ORDER  -  SECOND
 NO0403
 NO0403.The horizontal coordinates were established by classical geodetic methods
 NO0403.and adjusted by the National Geodetic Survey in August 1997..
 NO0403
 NO0403.The orthometric height was scaled from a topographic map.
 NO0403
 NO0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0403
 NO0403.The geoid height was determined by GEOID03.
 NO0403
 NO0403;                    North         East     Units Scale Factor Converg.
 NO0403;SPC NE       -   341,290.767   461,224.874   MT  0.99995825   -0 18 52.8
 NO0403;SPC SD S     -    63,634.082   588,444.954   MT  0.99998358   -0 05 51.4
 NO0403;SPC SD S     -   208,772.82  1,930,589.82   sFT  0.99998358   -0 05 51.4
 NO0403;UTM  14      - 4,751,436.831   379,605.148   MT  0.99977832   -1 00 15.1
 NO0403
 NO0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0403!SPC NE       -   0.99987595  x   0.99995825  =   0.99983420
 NO0403!SPC SD S     -   0.99987595  x   0.99998358  =   0.99985953
 NO0403!UTM  14      -   0.99987595  x   0.99977832  =   0.99965429
 NO0403
 NO0403|---------------------------------------------------------------------|
 NO0403| PID    Reference Object                     Distance      Geod. Az  |
 NO0403|                                                           dddmmss.s |
 NO0403| CO3113 FORT RM 1                             8.016 METERS 22608     |
 NO0403| NO0122 X 20                                               2314807.2 |
 NO0403| NO0433 VALENTINE CONSUM PWR RAD TOWER      APPROX. 6.1 KM 2432423.6 |
 NO0403| CO3114 FORT RM 2                            18.242 METERS 34005     |
 NO0403|---------------------------------------------------------------------|
 NO0403
 NO0403                          SUPERSEDED SURVEY CONTROL
 NO0403
 NO0403  NAD 83(1986)-  42 54 21.77846(N)    100 28 29.39583(W) AD(       ) 2
 NO0403  NAD 27      -  42 54 21.74700(N)    100 28 27.92600(W) AD(       ) 2
 NO0403
 NO0403.Superseded values are not recommended for survey control.
 NO0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0403.See file dsdata.txt to determine how the superseded data were derived.
 NO0403
 NO0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7960551437(NAD 83)
 NO0403_MARKER: DS = TRIANGULATION STATION DISK
 NO0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0403
 NO0403  HISTORY     - Date     Condition        Report By
 NO0403  HISTORY     - 1949     MONUMENTED       CGS
 NO0403
 NO0403                          STATION DESCRIPTION
 NO0403
 NO0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0403'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST AND 2-1/2 MILES
 NO0403'NORTH OF VALENTINE, 3/4 MILE NORTH OF FORT NIOBRARA AND 1/4
 NO0403'MILE NORTH OF THE NIOBRARA RIVER ON THE HIGH POINT OF THE
 NO0403'BLUFF OVERLOOKING THE RIVER TO THE WEST AND SOUTH AND ON
 NO0403'LAND OWNED BY THE FORT NIOBRARA NATIONAL WILDLIFE REFUGE.
 NO0403'IT IS 22-1/2 FEET NORTHEAST OF WITNESS POST AND 22-1/2 FEET EAST
 NO0403'OF TRIANGULAR BLAZED 8 INCH PINE TREE.  IT IS STAMPED FORT
 NO0403'1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NO0403'
 NO0403'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, SET ON THE
 NO0403'WEST SLOPE OF THE BLUFF AND ABOUT 2 FEET HIGHER IN ELEVATION
 NO0403'THAN THE STATION MARK.  IT IS STAMPED FORT NO 1 1949 AND PROJECTS
 NO0403'5 INCHES.
 NO0403'
 NO0403'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET
 NO0403'ON THE NORTH SLOPE OF THE BLUFF ABOUT 10 FEET WEST OF THE WEST
 NO0403'EDGE OF FIELD.  IT IS STAMPED FORT NO 2 1949 AND PROJECTS 3 INCHES.
 NO0403'
 NO0403'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2
 NO0403'IS 74.53 FEET.
 NO0403'
 NO0403'BENCH MARK X 20 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT 2-1/2
 NO0403'MILES SOUTHWEST OF THE STATION, 30 FEET NORTH OF THE CENTER OF
 NO0403'STATE ROUTE NO 7, 3 FEET NORTH OF WITNESS POST AND 3-1/2 FEET
 NO0403'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED X 20 1933,
 NO0403'AND PROJECTS 8 INCHES.
 NO0403'
 NO0403'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO NORTH
 NO0403'AND EAST ON STATE ROUTE NO 7 FOR 2.1 MILES TO BENCH MARK X 20
 NO0403'ON THE NORTH SIDE AS DESCRIBED, CONTINUE EAST ON STATE ROUTE
 NO0403'NO 7 FOR 2.6 MILES TO BRIDGE ACROSS THE NIOBRARA RIVER, LEAVE
 NO0403'HIGHWAY AND CONTINUE NORTH OVER BRIDGE ACROSS MINICHADUZA
 NO0403'CREEK AND UP HILL FOR 0.95 MILE TO GATE ON THE RIGHT, PASS
 NO0403'THROUGH GATE, TURN RIGHT ALONG EAST SIDE OF FENCE LINE AND GO
 NO0403'SOUTH, EAST AND SOUTHEAST ALONG FENCE LINE AND AROUND THE
 NO0403'NORTH EDGE OF RAVINE FOR 0.6 MILE TO THE STATION AS
 NO0403'DESCRIBED.
 NO0403'
 NO0403'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1261 ***********************************************************************
 MJ1261  DESIGNATION -  FORT OMAHA STA WVU N RAD MAST
 MJ1261  PID         -  MJ1261
 MJ1261  STATE/COUNTY-  NE/DOUGLAS
 MJ1261  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1261
 MJ1261                         *CURRENT SURVEY CONTROL
 MJ1261  ___________________________________________________________________
 MJ1261* NAD 83(1995)-  41 18 42.24968(N)    095 57 39.36912(W)     ADJUSTED  
 MJ1261* NAVD 88     -                                                        
 MJ1261  ___________________________________________________________________
 MJ1261  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 MJ1261  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ1261
 MJ1261  HORZ ORDER  -  THIRD
 MJ1261
 MJ1261.The horizontal coordinates were established by classical geodetic methods
 MJ1261.and adjusted by the National Geodetic Survey in August 1997..
 MJ1261
 MJ1261
 MJ1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1261
 MJ1261.The geoid height was determined by GEOID03.
 MJ1261
 MJ1261;                    North         East     Units Scale Factor Converg.
 MJ1261;SPC NE       -   172,036.442   837,984.740   MT  0.99966431   +2 40 36.0
 MJ1261;SPC IA S     -   148,581.653   293,965.056   MT  0.99995024   -1 37 15.7
 MJ1261;UTM  15      - 4,577,593.560   252,143.363   MT  1.00035612   -1 57 20.4
 MJ1261;UTM  14      - 4,577,819.856   754,397.452   MT  1.00039655   +2 00 26.4
 MJ1261
 MJ1261                          SUPERSEDED SURVEY CONTROL
 MJ1261
 MJ1261  NAD 83(1986)-  41 18 42.25815(N)    095 57 39.36963(W) AD(       ) 4
 MJ1261  NAD 27      -  41 18 42.26700(N)    095 57 38.31700(W) AD(       ) 3
 MJ1261
 MJ1261.Superseded values are not recommended for survey control.
 MJ1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1261.See file dsdata.txt to determine how the superseded data were derived.
 MJ1261
 MJ1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5214377594(NAD 83)
 MJ1261_MARKER: 42 = RADIO/TV MAST
 MJ1261
 MJ1261  HISTORY     - Date     Condition        Report By
 MJ1261  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1261  HISTORY     - 1942     GOOD             CGS
 MJ1261
 MJ1261                          STATION DESCRIPTION
 MJ1261
 MJ1261'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1275 ***********************************************************************
 MJ1275  DESIGNATION -  FORT OMAHA STA WVU S RAD MAST
 MJ1275  PID         -  MJ1275
 MJ1275  STATE/COUNTY-  NE/DOUGLAS
 MJ1275  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1275
 MJ1275                         *CURRENT SURVEY CONTROL
 MJ1275  ___________________________________________________________________
 MJ1275* NAD 83(1995)-  41 18 38.30306(N)    095 57 39.78268(W)     ADJUSTED  
 MJ1275* NAVD 88     -                                                        
 MJ1275  ___________________________________________________________________
 MJ1275  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 MJ1275  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 MJ1275
 MJ1275  HORZ ORDER  -  THIRD
 MJ1275
 MJ1275.The horizontal coordinates were established by classical geodetic methods
 MJ1275.and adjusted by the National Geodetic Survey in August 1997..
 MJ1275
 MJ1275
 MJ1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1275
 MJ1275.The geoid height was determined by GEOID03.
 MJ1275
 MJ1275;                    North         East     Units Scale Factor Converg.
 MJ1275;SPC NE       -   171,914.414   837,980.818   MT  0.99966437   +2 40 35.8
 MJ1275;SPC IA S     -   148,460.227   293,951.997   MT  0.99995020   -1 37 15.9
 MJ1275;UTM  15      - 4,577,472.163   252,129.589   MT  1.00035620   -1 57 20.5
 MJ1275;UTM  14      - 4,577,697.792   754,392.101   MT  1.00039652   +2 00 26.0
 MJ1275
 MJ1275                          SUPERSEDED SURVEY CONTROL
 MJ1275
 MJ1275  NAD 83(1986)-  41 18 38.31154(N)    095 57 39.78320(W) AD(       ) 4
 MJ1275  NAD 27      -  41 18 38.32000(N)    095 57 38.73100(W) AD(       ) 3
 MJ1275
 MJ1275.Superseded values are not recommended for survey control.
 MJ1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1275.See file dsdata.txt to determine how the superseded data were derived.
 MJ1275
 MJ1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5213077472(NAD 83)
 MJ1275_MARKER: 42 = RADIO/TV MAST
 MJ1275
 MJ1275  HISTORY     - Date     Condition        Report By
 MJ1275  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1275
 MJ1275                          STATION DESCRIPTION
 MJ1275
 MJ1275'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0594 ***********************************************************************
 NP0594  DESIGNATION -  FRANK
 NP0594  PID         -  NP0594
 NP0594  STATE/COUNTY-  NE/SHERIDAN
 NP0594  USGS QUAD   -  RUSHVILLE NE (1969)
 NP0594
 NP0594                         *CURRENT SURVEY CONTROL
 NP0594  ___________________________________________________________________
 NP0594* NAD 83(1995)-  42 38 43.45897(N)    102 17 32.23169(W)     ADJUSTED  
 NP0594* NAVD 88     -      1112.4    (meters)    3650.     (feet)  VERTCON   
 NP0594  ___________________________________________________________________
 NP0594  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 NP0594  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 NP0594
 NP0594  HORZ ORDER  -  SECOND
 NP0594
 NP0594.The horizontal coordinates were established by classical geodetic methods
 NP0594.and adjusted by the National Geodetic Survey in August 1997..
 NP0594
 NP0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0594
 NP0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0594
 NP0594.The geoid height was determined by GEOID03.
 NP0594
 NP0594;                    North         East     Units Scale Factor Converg.
 NP0594;SPC NE       -   314,724.069   312,062.435   MT  0.99985678   -1 31 08.7
 NP0594;UTM  13      - 4,724,993.577   721,973.052   MT  1.00020624   +1 50 06.4
 NP0594
 NP0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0594!SPC NE       -   0.99982844  x   0.99985678  =   0.99968524
 NP0594!UTM  13      -   0.99982844  x   1.00020624  =   1.00003464
 NP0594
 NP0594|---------------------------------------------------------------------|
 NP0594| PID    Reference Object                     Distance      Geod. Az  |
 NP0594|                                                           dddmmss.s |
 NP0594| CQ3794 FRANK RM 2                           13.365 METERS 09057     |
 NP0594| CQ3793 FRANK RM 1                           11.535 METERS 26751     |
 NP0594| CQ3792 FRANK AZ MK                                        2693103.5 |
 NP0594|---------------------------------------------------------------------|
 NP0594
 NP0594                          SUPERSEDED SURVEY CONTROL
 NP0594
 NP0594  NAD 83(1995)-  42 38 43.45835(N)    102 17 32.23206(W) AD(       ) 2
 NP0594  NAD 83(1986)-  42 38 43.44897(N)    102 17 32.23346(W) AD(       ) 2
 NP0594  NAD 27      -  42 38 43.45829(N)    102 17 30.60432(W) AD(       ) 2
 NP0594  NGVD 29 (07/19/86) 1111.9    (m)         3648.     (f) VERT ANG       
 NP0594
 NP0594.Superseded values are not recommended for survey control.
 NP0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0594.See file dsdata.txt to determine how the superseded data were derived.
 NP0594
 NP0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2197324994(NAD 83)
 NP0594_MARKER: DD = SURVEY DISK
 NP0594_SETTING: 0 = UNSPECIFIED SETTING
 NP0594
 NP0594  HISTORY     - Date     Condition        Report By
 NP0594  HISTORY     - 1968     MONUMENTED       USGS
 NP0594
 NP0594                          STATION DESCRIPTION
 NP0594
 NP0594'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0594'THE STATION IS ABOUT 10.8 MI S. AND 4.4 MI W. OF GORDON,
 NP0594'NEAR THE QUARTER COR. BETWEEN SECS. 19 AND 30, T. 31 N., R.
 NP0594'42 W., 0.45 MI W. OF T-RD. N. AND TRAIL S. ON TOP OF SMALL HILL.
 NP0594'
 NP0594'TO REACH FROM THE CENTER OF GORDON, GO S. ON STATE HWY. 27
 NP0594'06.2 MI TO A CROSSROAD, TURN RIGHT AND GO W. 4.0 MI TO A
 NP0594'CROSSROAD, TURN LEFT AND GO S. 5.0 MI TO A T-RD. N. AND TRAIL
 NP0594'S., TURN RIGHT AND GO W. 0.45 MI TO TOP OF SMALL HILL AND
 NP0594'STATION ON LEFT.
 NP0594'
 NP0594'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0594'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED
 NP0594'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET FRANK 1968
 NP0594'IS 30 FT S. CENTER OF RD., 2.2 FT N. AND 8 FT W. OF POWER LINE
 NP0594'POLE.  2.2 FT N. OF FENCE.  1.7 FT N. OF WITNESS POST, STATION
 NP0594'IS FLUSH WITH THE GROUND.
 NP0594'
 NP0594'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0594'COPPER COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG,
 NP0594'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED FRANK NO
 NP0594'1 1968 IS 46 FT W. OF POWER LINE POLE, 31 FT S. CENTER OF RD.,
 NP0594'1.7 FT N. OF FENCE, THE MARK IS FLUSH WITH THE GROUND AND W. OF
 NP0594'THE STATION.
 NP0594'
 NP0594'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0594'COPPER COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG,
 NP0594'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED FRANK NO
 NP0594'2 1968 IS 36 FT E. OF POWER LINE POLE, 31 FT S. OF CENTER
 NP0594'OF RD., 0.7 FT N. OF FENCE, THE MARK IS FLUSH WITH THE GROUND
 NP0594'AND IS E. OF THE STATION.
 NP0594'
 NP0594'AZIMUTH MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0594'COATED RODS, SET IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED
 NP0594'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED FRANK AZIMUTH
 NP0594'MARK 1968 IS ABOUT 0.5 MI W. OF STATION, 27 FT S. AND 24 FT
 NP0594'E. OF CENTER OF N. AND E. RDS. EXTENDED.  5.6 FT N. AND 58 FT E.
 NP0594'OF POWER LINE POLE, 5.6 FT N. OF FENCE, THE MARK IS FLUSH WITH
 NP0594'THE GROUND.
 NP0594'
 NP0594'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1218 ***********************************************************************
 LH1218  DESIGNATION -  FRANKLIN
 LH1218  PID         -  LH1218
 LH1218  STATE/COUNTY-  NE/FRANKLIN
 LH1218  USGS QUAD   -  FRANKLIN (1974)
 LH1218
 LH1218                         *CURRENT SURVEY CONTROL
 LH1218  ___________________________________________________________________
 LH1218* NAD 83(1995)-  40 06 03.44938(N)    098 57 09.08917(W)     ADJUSTED  
 LH1218* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 LH1218  ___________________________________________________________________
 LH1218  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 LH1218  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 LH1218
 LH1218  HORZ ORDER  -  SECOND
 LH1218
 LH1218.The horizontal coordinates were established by classical geodetic methods
 LH1218.and adjusted by the National Geodetic Survey in August 1997..
 LH1218
 LH1218.The orthometric height was scaled from a topographic map.
 LH1218
 LH1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1218
 LH1218.The geoid height was determined by GEOID03.
 LH1218
 LH1218;                    North         East     Units Scale Factor Converg.
 LH1218;SPC NE       -    30,256.945   589,309.956   MT  0.99995590   +0 41 39.0
 LH1218;UTM  14      - 4,438,963.765   504,046.497   MT  0.99960020   +0 01 50.1
 LH1218
 LH1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1218!SPC NE       -   0.99991082  x   0.99995590  =   0.99986672
 LH1218!UTM  14      -   0.99991082  x   0.99960020  =   0.99951105
 LH1218
 LH1218|---------------------------------------------------------------------|
 LH1218| PID    Reference Object                     Distance      Geod. Az  |
 LH1218|                                                           dddmmss.s |
 LH1218| CN9326 FRANKLIN RM 1                        32.489 METERS 00848     |
 LH1218| CN9327 FRANKLIN RM 2                        30.736 METERS 17038     |
 LH1218| LH1219 FRANKLIN MUNICIPAL TANK             175.429 METERS 27707     |
 LH1218| CN9325 FRANKLIN AZ MK                                     2983055.4 |
 LH1218|---------------------------------------------------------------------|
 LH1218
 LH1218                          SUPERSEDED SURVEY CONTROL
 LH1218
 LH1218  NAD 83(1986)-  40 06 03.45375(N)    098 57 09.08916(W) AD(       ) 2
 LH1218  NAD 27      -  40 06 03.40900(N)    098 57 07.79700(W) AD(       ) 2
 LH1218
 LH1218.Superseded values are not recommended for survey control.
 LH1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1218.See file dsdata.txt to determine how the superseded data were derived.
 LH1218
 LH1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0404638964(NAD 83)
 LH1218_MARKER: DS = TRIANGULATION STATION DISK
 LH1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1218_STAMPING: FRANKLIN 1935
 LH1218_MARK LOGO: NGS   
 LH1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1218+STABILITY: SURFACE MOTION
 LH1218
 LH1218  HISTORY     - Date     Condition        Report By
 LH1218  HISTORY     - 1935     MONUMENTED       CGS
 LH1218  HISTORY     - 19950814 SEE DESCRIPTION  NGS
 LH1218
 LH1218                          STATION DESCRIPTION
 LH1218
 LH1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1218'STATION LIES ONE BLOCK (LONG) EAST OF THE FRANKLIN CITY WATER
 LH1218'TANK, AT THE EASTERN EDGE OF CITY PARK, 55 FEET WEST OF CENTER
 LH1218'OF STREET, 211 FEET SOUTH OF CENTER OF ENTRANCE TO PARK, AND 0.4
 LH1218'MILE NORTH OF INTERSECTION OF NEBRASKA HIGHWAYS 3 AND 10.
 LH1218'STATION MARK PROJECTS 5 INCHES.
 LH1218'
 LH1218'REFERENCE MARK NO. 1 IS NORTH OF STATION, 38 FEET
 LH1218'WEST OF CENTER OF STREET, 105 FEET SOUTH OF CENTER OF ENTRANCE
 LH1218'TO PARK, AND PROJECTS 6 INCHES.
 LH1218'
 LH1218'REFERENCE MARK NO. 2 IS SOUTH OF STATION, 38 FEET
 LH1218'WEST OF CENTER OF STREET, AND PROJECTS 6 INCHES.
 LH1218'
 LH1218'AZIMUTH MARK IS NORTHWEST OF STATION, 1 FOOT WEST OF
 LH1218'FENCE, 15 FEET EAST OF CENTER OF STREET, 135 FEET NORTH OF
 LH1218'CENTER OF EAST-WEST STREET, AND PROJECTS 8 INCHES.
 LH1218'
 LH1218'NO TRIANGULATION STATIONS ARE VISIBLE FROM THE GROUND.  A 25-FOOT
 LH1218'STAND WAS USED.
 LH1218
 LH1218                          STATION RECOVERY (1995)
 LH1218
 LH1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LH1218'THE STATION WAS RECOVERED WITH THE SURFACE MARK TILTED OUT OF
 LH1218'POSITION.  THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION BUT
 LH1218'WAS DEEMED TOO SHALLOW.  ACCORDINGLY, THE HORIZONTAL POSITION OF THE
 LH1218'UNDERGROUND MARK WAS HELD, USING AN OPTICAL PLUMMET.  THIS MARK WAS
 LH1218'THEN REMOVED AND A NEW UNDERGROUND MARK SET AT A LOWER DEPTH.  A NEW
 LH1218'SURFACE MARK WAS THEN SET OVER THE NEW UNDERGROUND MARK.  FOR FURTHER
 LH1218'DETAILS SEE THE DESCRIPTION TO FRANKLIN RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1219 ***********************************************************************
 LH1219  DESIGNATION -  FRANKLIN MUNICIPAL TANK
 LH1219  PID         -  LH1219
 LH1219  STATE/COUNTY-  NE/FRANKLIN
 LH1219  USGS QUAD   -  FRANKLIN (1974)
 LH1219
 LH1219                         *CURRENT SURVEY CONTROL
 LH1219  ___________________________________________________________________
 LH1219* NAD 83(1995)-  40 06 04.15461(N)    098 57 16.43861(W)     ADJUSTED  
 LH1219* NAVD 88     -                                                        
 LH1219  ___________________________________________________________________
 LH1219  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 LH1219  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 LH1219
 LH1219  HORZ ORDER  -  THIRD
 LH1219
 LH1219.The horizontal coordinates were established by classical geodetic methods
 LH1219.and adjusted by the National Geodetic Survey in August 1997..
 LH1219
 LH1219
 LH1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1219
 LH1219.The geoid height was determined by GEOID03.
 LH1219
 LH1219;                    North         East     Units Scale Factor Converg.
 LH1219;SPC NE       -    30,276.588   589,135.638   MT  0.99995582   +0 41 34.1
 LH1219;UTM  14      - 4,438,985.417   503,872.480   MT  0.99960018   +0 01 45.4
 LH1219
 LH1219                          SUPERSEDED SURVEY CONTROL
 LH1219
 LH1219  NAD 83(1986)-  40 06 04.15897(N)    098 57 16.43818(W) AD(       ) 4
 LH1219  NAD 27      -  40 06 04.11700(N)    098 57 15.16300(W) AD(       ) 3
 LH1219
 LH1219.Superseded values are not recommended for survey control.
 LH1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1219.See file dsdata.txt to determine how the superseded data were derived.
 LH1219
 LH1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0387238985(NAD 83)
 LH1219_MARKER: 53 = ELEVATED TANK
 LH1219
 LH1219  HISTORY     - Date     Condition        Report By
 LH1219  HISTORY     - 1935     FIRST OBSERVED   CGS
 LH1219
 LH1219                          STATION DESCRIPTION
 LH1219
 LH1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1219'THE FRANKLIN MUNICIPAL WATER TANK, ERECTED IN 1932, IS SILVER
 LH1219'COLORED AND HAS A 100-FOOT TOWER.  IT IS LOCATED IN THE TOWN PARK
 LH1219'WHICH IS IN THE NORTHERN PART OF THE CITY.  IT IS 2 BLOCKS WEST
 LH1219'OF STATION FRANKLIN, ONE BLOCK WEST AND 4 BLOCKS NORTH OF THE
 LH1219'LINCOLN HOTEL, AND IS NEAR THE INTERSECTION OF 14TH AND P
 LH1219'STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4124 ***********************************************************************
 AB4124  CBN         -  This is a Cooperative Base Network Control Station.
 AB4124  DESIGNATION -  FRANKLIN RESET
 AB4124  PID         -  AB4124
 AB4124  STATE/COUNTY-  NE/FRANKLIN
 AB4124  USGS QUAD   -  FRANKLIN (1974)
 AB4124
 AB4124                         *CURRENT SURVEY CONTROL
 AB4124  ___________________________________________________________________
 AB4124* NAD 83(1995)-  40 06 03.45075(N)    098 57 09.08962(W)     ADJUSTED  
 AB4124* NAVD 88     -       575.1    (meters)    1887.     (feet)  GPS OBS   
 AB4124  ___________________________________________________________________
 AB4124  X           -    -760,326.569 (meters)                     COMP
 AB4124  Y           -  -4,826,392.572 (meters)                     COMP
 AB4124  Z           -   4,086,920.454 (meters)                     COMP
 AB4124  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AB4124  ELLIP HEIGHT-         549.39  (meters)          (07/10/01) GPS OBS
 AB4124  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AB4124
 AB4124  HORZ ORDER  -  B
 AB4124  ELLP ORDER  -  FOURTH    CLASS I
 AB4124
 AB4124.The horizontal coordinates were established by GPS observations
 AB4124.and adjusted by the National Geodetic Survey in June 1996..
 AB4124
 AB4124.The orthometric height was determined by GPS observations and a
 AB4124.high-resolution geoid model.
 AB4124
 AB4124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4124
 AB4124.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4124
 AB4124.The ellipsoidal height was determined by GPS observations
 AB4124.and is referenced to NAD 83.
 AB4124
 AB4124.The geoid height was determined by GEOID03.
 AB4124
 AB4124;                    North         East     Units Scale Factor Converg.
 AB4124;SPC NE       -    30,256.987   589,309.944   MT  0.99995590   +0 41 39.0
 AB4124;UTM  14      - 4,438,963.807   504,046.486   MT  0.99960020   +0 01 50.1
 AB4124
 AB4124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4124!SPC NE       -   0.99991382  x   0.99995590  =   0.99986972
 AB4124!UTM  14      -   0.99991382  x   0.99960020  =   0.99951406
 AB4124
 AB4124                          SUPERSEDED SURVEY CONTROL
 AB4124
 AB4124  ELLIP H (06/25/96)  549.45   (m)                       GP(       ) 1 1
 AB4124
 AB4124.Superseded values are not recommended for survey control.
 AB4124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4124.See file dsdata.txt to determine how the superseded data were derived.
 AB4124
 AB4124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0404638964(NAD 83)
 AB4124_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4124_STAMPING: FRANKLIN 1935 1995
 AB4124_MARK LOGO: NGS   
 AB4124_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB4124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4124+STABILITY: SURFACE MOTION
 AB4124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4124+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000
 AB4124
 AB4124  HISTORY     - Date     Condition        Report By
 AB4124  HISTORY     - 1995     MONUMENTED       NGS
 AB4124  HISTORY     - 19970506 GOOD             NGS
 AB4124  HISTORY     - 20000612 GOOD             NEDR
 AB4124
 AB4124                          STATION DESCRIPTION
 AB4124
 AB4124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4124'THE MARKS ARE LOCATED IN FRANKLIN, ABOUT 0.25 MI (0.40 KM) EAST OF THE
 AB4124'MUNICIPAL WATER TANK, 0.25 MI (0.40 KM) SOUTH OF THE NORTH JUNCTION OF
 AB4124'U.S. HIGHWAY 136 AND STATE HIGHWAY 10, IN THE NORTHEAST CORNER OF THE
 AB4124'CITY PARK AND IN THE NE1/4, SEC36, T2N, R15W.  OWNERSHIP-CITY OF
 AB4124'FRANKLIN, CITY CLERK TELEPHONE NUMBER 308-425-6295.  THE SURFACE DISK
 AB4124'IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 AB4124'THE GROUND.  THE UNDERGROUND MARK IS SET INTO AN IRREGULAR MASS OF
 AB4124'CONCRETE 4.0 FT (1.2 M) BELOW THE GROUND SURFACE.  THE MARKS ARE 208.6
 AB4124'FT (63.6 M) SOUTH OF THE CENTERLINE OF O STREET, 171.30 FT (52.21 M)
 AB4124'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BATHHOUSE FOR THE
 AB4124'SWIMMING POOL, 75.60 FT (23.04 M) NORTH OF THE CENTERLINE OF THE EAST
 AB4124'ENTRANCE INTO THE PARK, 118.10 FT (36.00 M) SOUTH OF THE SUPPORT POST
 AB4124'FOR THE NOSE OF AN OLD JET AIRPLANE, 55.30 FT (16.86 M) WEST OF THE
 AB4124'CENTERLINE OF HIGHWAY 10, 53.45 FT (16.29 M) SOUTH-SOUTHEAST OF A
 AB4124'FLAGPOLE, 52.30 FT (15.94 M) EAST OF THE NORTHEAST SUPPORT POST FOR A
 AB4124'HISTORICAL MARKER SIGN FOR THE FRANKLIN ACADEMY AND ABOUT 1 FT (0.3 M)
 AB4124'HIGHER THAN THE HIGHWAY.  THE MARKS WERE ESTABLISHED BY OPTICALLY
 AB4124'CENTERING OVER THE ORIGINAL UNDERGROUND MARK THAT WAS SET IN 1935.
 AB4124'MAGNETS WERE PLACED IN THE MARKS.
 AB4124
 AB4124                          STATION RECOVERY (1997)
 AB4124
 AB4124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AB4124'RECOVERED AS DESCRIBED.
 AB4124
 AB4124                          STATION RECOVERY (2000)
 AB4124
 AB4124'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4124'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0577 ***********************************************************************
 NP0577  DESIGNATION -  FRED
 NP0577  PID         -  NP0577
 NP0577  STATE/COUNTY-  NE/CHERRY
 NP0577  USGS QUAD   -  HOG ISLAND (1969)
 NP0577
 NP0577                         *CURRENT SURVEY CONTROL
 NP0577  ___________________________________________________________________
 NP0577* NAD 83(1995)-  42 59 48.04383(N)    102 04 20.12368(W)     ADJUSTED  
 NP0577* NAVD 88     -      1122.     (meters)    3681.     (feet)  SCALED    
 NP0577  ___________________________________________________________________
 NP0577  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 NP0577  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 NP0577
 NP0577  HORZ ORDER  -  FIRST
 NP0577
 NP0577.The horizontal coordinates were established by classical geodetic methods
 NP0577.and adjusted by the National Geodetic Survey in August 1997..
 NP0577
 NP0577.The orthometric height was scaled from a topographic map.
 NP0577
 NP0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0577
 NP0577.The geoid height was determined by GEOID03.
 NP0577
 NP0577;                    North         East     Units Scale Factor Converg.
 NP0577;SPC NE       -   353,277.294   331,033.529   MT  0.99999848   -1 22 23.8
 NP0577;SPC SD S     -    75,176.531   458,214.155   MT  0.99996533   -1 11 58.6
 NP0577;SPC SD S     -   246,641.67  1,503,324.27   sFT  0.99996533   -1 11 58.6
 NP0577;UTM  13      - 4,764,606.105   738,655.810   MT  1.00030074   +1 59 51.1
 NP0577;UTM  14      - 4,765,027.151   249,563.378   MT  1.00037164   -2 05 46.4
 NP0577
 NP0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0577!SPC NE       -   0.99982693  x   0.99999848  =   0.99982541
 NP0577!SPC SD S     -   0.99982693  x   0.99996533  =   0.99979227
 NP0577!UTM  13      -   0.99982693  x   1.00030074  =   1.00012762
 NP0577!UTM  14      -   0.99982693  x   1.00037164  =   1.00019851
 NP0577
 NP0577|---------------------------------------------------------------------|
 NP0577| PID    Reference Object                     Distance      Geod. Az  |
 NP0577|                                                           dddmmss.s |
 NP0577| CQ3796 FRED RM 1                            11.881 METERS 06116     |
 NP0577| CQ3797 FRED RM 2                            25.761 METERS 16656     |
 NP0577| CQ3795 FRED AZ MK                                         2882056.8 |
 NP0577|---------------------------------------------------------------------|
 NP0577
 NP0577                          SUPERSEDED SURVEY CONTROL
 NP0577
 NP0577  NAD 83(1986)-  42 59 48.03522(N)    102 04 20.12838(W) AD(       ) 1
 NP0577  NAD 27      -  42 59 48.05000(N)    102 04 18.59300(W) AD(       ) 1
 NP0577
 NP0577.Superseded values are not recommended for survey control.
 NP0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0577.See file dsdata.txt to determine how the superseded data were derived.
 NP0577
 NP0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH3865664606(NAD 83)
 NP0577_MARKER: DS = TRIANGULATION STATION DISK
 NP0577_SETTING: 0 = UNSPECIFIED SETTING
 NP0577
 NP0577  HISTORY     - Date     Condition        Report By
 NP0577  HISTORY     - 1936     MONUMENTED       CGS
 NP0577  HISTORY     - 1946     GOOD             CGS
 NP0577
 NP0577                          STATION DESCRIPTION
 NP0577
 NP0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NP0577'STATION IS ABOUT 7 MILES NORTHEAST OF GORDON, NEBR., 350
 NP0577'PACES SOUTH OF THE NEBRASKA-SOUTH DAKOTA STATE-LINE FENCE,
 NP0577'0.7 MILE EAST OF COUNTY LINE, 0.5 MILE S. 20 DEG E. (MAG.)
 NP0577'FROM FRED TUCHENHAGES HOME, ON A HIGH KNOLL IN PASTURE, ABOUT
 NP0577'0.3 MILE WEST OF BOUNDARY MONUMENT 123.
 NP0577'
 NP0577'TO REACH FROM THE POST OFFICE IN GORDON, NEBR., GO NORTH ON
 NP0577'STATE HIGHWAY 27, FOR 11.5 MILE TO A DIRT T-ROAD EAST (THERE
 NP0577'IS A STORE AND GASOLINE STATION ON WEST SIDE OF HIGHWAY),
 NP0577'TURN EAST AND FOLLOW ROAD AND ROAD TRAIL TO GATE IN STATE-LINE
 NP0577'FENCE (JUST BEYOND HOUSE OF A MR. POWELL), TURN RIGHT ALONG
 NP0577'SOUTH SIDE OF FENCE AND GO 0.05 MILE TO GATE IN FENCE CORNER
 NP0577'OF T-FENCE, PASS THROUGH FENCE AND GO 0.9 MILE EAST-SOUTHEAST
 NP0577'ACROSS COUNTRY TO TOP OF HIGHEST KNOLL AND STATION.  MARK
 NP0577'PROJECTS 4 INCHES.
 NP0577'
 NP0577'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, AND PROJECTS
 NP0577'4 INCHES.
 NP0577'
 NP0577'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION, AND PROJECTS
 NP0577'4 INCHES.
 NP0577'
 NP0577'AZIMUTH MARK IS APPROXIMATELY 0.9 MILE WEST OF
 NP0577'STATION, IN STATE-LINE FENCE LINE, 0.05 MILE WEST OF GATE
 NP0577'AT T-CORNER MENTIONED IN DESCRIPTION.  MARK PROJECTS ABOUT
 NP0577'6 INCHES.
 NP0577'
 NP0577'ALL LINES VISIBLE FROM A 4-FOOT STAND.  LINE TO JOHNSON WAS
 NP0577'OBSTRUCTED.
 NP0577'
 NP0577'STATION MARK AND BOTH REFERENCE MARKS ARE STANDARD DISKS
 NP0577'SET IN CONCRETE IN 4-INCH GALVANIZED-IRON PIPE.
 NP0577'
 NP0577'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 NP0577
 NP0577                          STATION RECOVERY (1946)
 NP0577
 NP0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0577'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 NP0577'THE ORIGINAL DESCRIPTION STATES THAT THE STATION IS LOCATED
 NP0577'7 MILES NORTHEAST OF GORDON AND THAT THE AZIMUTH MARK IS
 NP0577'0.05 MILE WEST OF A GATE AT A T FENCE CORNER.  THESE STATEMENTS
 NP0577'ARE IN ERROR.  DESCRIPTION FOLLOWS--
 NP0577'
 NP0577'LOCATED ABOUT 15 MILES NORTH-NORTHEAST OF GORDON, 350 PACES
 NP0577'SOUTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE (WIRE FENCE)
 NP0577'AND 11 FEET SOUTH OF A REFERENCE POST ON THE HIGHEST POINT
 NP0577'OF A PROMINENT SAND HILL.  IT IS A STANDARD DISK STAMPED FRED
 NP0577'1936 CEMENTED IN THE TOP OF A 4-INCH GALVANIZED-IRON PIPE
 NP0577'THAT PROJECTS 4 INCHES.
 NP0577'
 NP0577'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND
 NP0577'ABOUT 8 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK
 NP0577'STAMPED FRED NO 1 1936 CEMENTED IN THE TOP OF A 4-INCH
 NP0577'GALVANIZED-IRON PIPE THAT PROJECTS 4 INCHES.
 NP0577'
 NP0577'REFERENCE MARK NO. 2 IS ABOUT 10 FEET LOWER THAN THE STATION
 NP0577'AND ON THE FIRST SMALL KNOLL TO THE SOUTH OF THE STATION.
 NP0577'IT IS A STANDARD DISK STAMPED FRED NO 2 1936 CEMENTED IN THE
 NP0577'TOP OF A 4-INCH GALVANIZED-IRON PIPE THAT PROJECTS 4 INCHES.
 NP0577'
 NP0577'THE AZIMUTH MARK IS 0.15 MILE WEST OF A WIRE GATE THAT IS AT
 NP0577'A T FENCE CORNER, 84 FEET NORTH OF A TRACK ROAD AND 2 FEET
 NP0577'SOUTH OF A WIRE FENCE.  IT IS STAMPED FRED 1936 AND PROJECTS
 NP0577'6 INCHES.
 NP0577'
 NP0577'TO REACH THE STATION FROM THE POST OFFICE IN GORDON, GO NORTH
 NP0577'ON STATE HIGHWAY NO. 27 FOR 11.5 MILES TO A CROSSROAD (SMALL
 NP0577'STORE AND FILLING STATION AT THE NORTHWEST CORNER OF THE
 NP0577'INTERSECTION).  THEN RIGHT, EAST, FOR 2.1 MILES.  CONTINUE
 NP0577'EAST (CROSSING A GRADED DIRT ROAD) FOR 3.65 MILES.  THEN RIGHT
 NP0577'FORK FOR 1.5 MILES TO A CATTLE GUARD IN AN EAST-WEST WIRE FENCE.
 NP0577'THROUGH CATTLE GUARD, NORTH ON THE MAIN TRAVELED ROAD FOR
 NP0577'0.65 MILE.  THEN RIGHT FORK FOR 1.8 MILES.  THEN RIGHT FORK
 NP0577'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 NP0577'FOR 0.1 MILE TO A CATTLE GUARD.  THEN LEAVE THE ROAD,
 NP0577'CONTINUE EAST FOR 0.05 MILE TO A GATE AT A T FENCE CORNER.
 NP0577'PASS THROUGH GATE, GO EAST-SOUTHEASTERLY ACROSS-COUNTRY FOR
 NP0577'0.75 MILE TO THE HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1229 ***********************************************************************
 LH1229  DESIGNATION -  FREDRICKSBURG EVAN LUTH CH
 LH1229  PID         -  LH1229
 LH1229  STATE/COUNTY-  NE/KEARNEY
 LH1229  USGS QUAD   -  MINDEN SOUTH (1969)
 LH1229
 LH1229                         *CURRENT SURVEY CONTROL
 LH1229  ___________________________________________________________________
 LH1229* NAD 83(1995)-  40 25 32.19427(N)    098 55 48.17638(W)     ADJUSTED  
 LH1229* NAVD 88     -                                                        
 LH1229  ___________________________________________________________________
 LH1229  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 LH1229  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 LH1229
 LH1229  HORZ ORDER  -  THIRD
 LH1229
 LH1229.The horizontal coordinates were established by classical geodetic methods
 LH1229.and adjusted by the National Geodetic Survey in August 1997..
 LH1229
 LH1229
 LH1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1229
 LH1229.The geoid height was determined by GEOID03.
 LH1229
 LH1229;                    North         East     Units Scale Factor Converg.
 LH1229;SPC NE       -    66,322.970   590,780.130   MT  0.99983465   +0 42 32.6
 LH1229;UTM  14      - 4,474,999.803   505,933.761   MT  0.99960043   +0 02 43.3
 LH1229
 LH1229                          SUPERSEDED SURVEY CONTROL
 LH1229
 LH1229  NAD 83(1986)-  40 25 32.20032(N)    098 55 48.17681(W) AD(       ) 4
 LH1229  NAD 27      -  40 25 32.15800(N)    098 55 46.88400(W) AD(       ) 3
 LH1229
 LH1229.Superseded values are not recommended for survey control.
 LH1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1229.See file dsdata.txt to determine how the superseded data were derived.
 LH1229
 LH1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0593475000(NAD 83)
 LH1229_MARKER: 90 = CHURCH SPIRE
 LH1229
 LH1229  HISTORY     - Date     Condition        Report By
 LH1229  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1229
 LH1229                          STATION DESCRIPTION
 LH1229
 LH1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1229'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF MINDEN.  IT IS
 LH1229'0.1 MILE EAST OF A NORTH-SOUTH GRAVELED ROAD AND 50.0 FEET
 LH1229'SOUTHEAST OF THE CENTER OF A GATE LEADING INTO A CEMETERY.
 LH1229'IT HAS A GRAY COLORED SPIRE WITH A SMALL CROSS AT ITS TOP.
 LH1229'THE OVERALL HEIGHT IS ABOUT 90.0 FEET.
 LH1229'
 LH1229'THE TOP OF THE SPIRE WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0438 ***********************************************************************
 LJ0438  DESIGNATION -  FREEDOM
 LJ0438  PID         -  LJ0438
 LJ0438  STATE/COUNTY-  NE/FRONTIER
 LJ0438  USGS QUAD   -  FREEDOM (1956)
 LJ0438
 LJ0438                         *CURRENT SURVEY CONTROL
 LJ0438  ___________________________________________________________________
 LJ0438* NAD 83(1995)-  40 25 26.46359(N)    100 22 24.71912(W)     ADJUSTED  
 LJ0438* NAVD 88     -       827.17   (+/-2cm)    2713.8    (feet)  VERTCON   
 LJ0438  ___________________________________________________________________
 LJ0438  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LJ0438  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 LJ0438
 LJ0438  HORZ ORDER  -  SECOND
 LJ0438  VERT ORDER  -  THIRD ? (See Below)
 LJ0438
 LJ0438.The horizontal coordinates were established by classical geodetic methods
 LJ0438.and adjusted by the National Geodetic Survey in August 1997..
 LJ0438
 LJ0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0438.The vertical order pertains to the NGVD 29 superseded value.
 LJ0438
 LJ0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0438
 LJ0438.The geoid height was determined by GEOID03.
 LJ0438
 LJ0438;                    North         East     Units Scale Factor Converg.
 LJ0438;SPC NE       -    65,652.976   468,306.063   MT  0.99983516   -0 14 51.1
 LJ0438;UTM  14      - 4,475,726.478   383,482.238   MT  0.99976712   -0 53 26.7
 LJ0438
 LJ0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0438!SPC NE       -   0.99987399  x   0.99983516  =   0.99970917
 LJ0438!UTM  14      -   0.99987399  x   0.99976712  =   0.99964114
 LJ0438
 LJ0438|---------------------------------------------------------------------|
 LJ0438| PID    Reference Object                     Distance      Geod. Az  |
 LJ0438|                                                           dddmmss.s |
 LJ0438| CN9335 FREEDOM RM 1                         17.249 METERS 02110     |
 LJ0438| CN9336 FREEDOM RM 2                         25.690 METERS 08259     |
 LJ0438| CN9334 FREEDOM AZ MK                                      1341329.3 |
 LJ0438|---------------------------------------------------------------------|
 LJ0438
 LJ0438                          SUPERSEDED SURVEY CONTROL
 LJ0438
 LJ0438  NAD 83(1986)-  40 25 26.46865(N)    100 22 24.72457(W) AD(       ) 2
 LJ0438  NAD 27      -  40 25 26.44423(N)    100 22 23.20676(W) AD(       ) 2
 LJ0438  NGVD 29 (07/19/86)  826.84   (m)         2712.7    (f) LEVELING    3  
 LJ0438
 LJ0438.Superseded values are not recommended for survey control.
 LJ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0438.See file dsdata.txt to determine how the superseded data were derived.
 LJ0438
 LJ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK8348275726(NAD 83)
 LJ0438_MARKER: DS = TRIANGULATION STATION DISK
 LJ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0438
 LJ0438  HISTORY     - Date     Condition        Report By
 LJ0438  HISTORY     - 1951     MONUMENTED       CGS
 LJ0438
 LJ0438                          STATION DESCRIPTION
 LJ0438
 LJ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0438'THE STATION IS LOCATED ABOUT 12.5 MILES NORTH-NORTHEAST OF
 LJ0438'INDIANOLA, 12.5 MILES NORTH-NORTHWEST OF BARTLEY AND 8 MILES
 LJ0438'SOUTH OF STOCKVILLE.  IT IS IN THE NORTHEAST CORNER OF A
 LJ0438'CULTIVATED FIELD, 52 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LJ0438'DIRT ROAD AND 28 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LJ0438'DIRT ROAD.  IT IS STAMPED FREEDOM 1951 AND IS 18 INCHES BELOW
 LJ0438'THE SURFACE OF THE GROUND.
 LJ0438'
 LJ0438'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE CENTER OF A
 LJ0438'NORTH-SOUTH DIRT ROAD, 26 FEET NORTH OF THE CENTER OF AN
 LJ0438'EAST-WEST DIRT ROAD AND 3 FEET NORTH OF A TELEPHONE POLE.
 LJ0438'IT IS STAMPED FREEDOM NO 1 1951 AND PROJECTS 7 INCHES.
 LJ0438'
 LJ0438'REFERENCE MARK NO. 2 IS 32 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LJ0438'DIRT ROAD AND JUST WEST OF A POWER LINE POLE.  IT IS STAMPED
 LJ0438'FREEDOM NO 2 1951 AND PROJECTS 5 INCHES.
 LJ0438'
 LJ0438'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0438'NO. 2 IS 76.1 FEET.
 LJ0438'
 LJ0438'THE AZIMUTH MARK IS LOCATED 50 FEET EAST OF THE CENTER OF
 LJ0438'A T ROAD INTERSECTION, 4 FEET WEST OF A FENCE CORNER AND 3
 LJ0438'FEET NORTH OF A TELEPHONE POLE.  IT IS STAMPED FREEDOM 1951
 LJ0438'AND PROJECTS 4 INCHES.
 LJ0438'
 LJ0438'TO REACH THE STATION FROM THE POST OFFICE IN INDIANOLA, GO
 LJ0438'SOUTH FOR 0.05 MILE TO U.S. HIGHWAYS 6 AND 34.  TURN LEFT AND
 LJ0438'GO NORTHEAST AND EAST ON U.S. HIGHWAYS 6 AND 34 FOR 2.85 MILES
 LJ0438'TO A T ROAD LEFT, TURN LEFT AND GO NORTH ON A DIRT ROAD FOR
 LJ0438'6.5 MILES TO A GRAVELED T ROAD RIGHT.  CONTINUE NORTH ON A
 LJ0438'DIRT ROAD FOR 5.6 MILES TO A T ROAD LEFT AND THE AZIMUTH
 LJ0438'MARK ON THE RIGHT AS DESCRIBED.  TURN LEFT AND GO WEST ON A
 LJ0438'DIRT ROAD FOR 0.5 MILE TO THE POINT WHERE THE ROAD TURNS
 LJ0438'NORTH, TURN RIGHT AND GO NORTH FOR 0.5 MILE TO A T ROAD LEFT
 LJ0438'AND THE STATION AS DESCRIBED.
 LJ0438'
 LJ0438'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0581 ***********************************************************************
 MK0581  DESIGNATION -  FREMONT
 MK0581  PID         -  MK0581
 MK0581  STATE/COUNTY-  NE/DODGE
 MK0581  USGS QUAD   -  FREMONT EAST (1983)
 MK0581
 MK0581                         *CURRENT SURVEY CONTROL
 MK0581  ___________________________________________________________________
 MK0581* NAD 83(1986)-  41 25 59.     (N)    096 29 50.     (W)     SCALED    
 MK0581* NAVD 88     -       365.721  (meters)    1199.87   (feet)  ADJUSTED  
 MK0581  ___________________________________________________________________
 MK0581  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 MK0581  DYNAMIC HT  -         365.556 (meters)    1199.33  (feet)  COMP
 MK0581  MODELED GRAV-     980,160.1   (mgal)                       NAVD 88
 MK0581
 MK0581  VERT ORDER  -  SECOND    CLASS 0
 MK0581
 MK0581.The horizontal coordinates were scaled from a topographic map and have
 MK0581.an estimated accuracy of +/- 6 seconds.
 MK0581
 MK0581.The orthometric height was determined by differential leveling
 MK0581.and adjusted by the National Geodetic Survey in June 1991..
 MK0581
 MK0581.The geoid height was determined by GEOID03.
 MK0581
 MK0581.The dynamic height is computed by dividing the NAVD 88
 MK0581.geopotential number by the normal gravity value computed on the
 MK0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0581.degrees latitude (g = 980.6199 gals.).
 MK0581
 MK0581.The modeled gravity was interpolated from observed gravity values.
 MK0581
 MK0581;                    North         East    Units  Estimated Accuracy
 MK0581;SPC NE       -   183,540.      792,590.      MT  (+/- 180 meters Scaled)
 MK0581
 MK0581                          SUPERSEDED SURVEY CONTROL
 MK0581
 MK0581  NGVD 29 (??/??/92)  365.574  (m)         1199.39   (f) ADJ UNCH    2 0
 MK0581
 MK0581.Superseded values are not recommended for survey control.
 MK0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0581.See file dsdata.txt to determine how the superseded data were derived.
 MK0581
 MK0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL091898(NAD 83)
 MK0581_MARKER: DB = BENCH MARK DISK
 MK0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0581_SP_SET: DOORSTEP
 MK0581_STAMPING: FREMONT 1934
 MK0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0581
 MK0581  HISTORY     - Date     Condition        Report By
 MK0581  HISTORY     - 1934     MONUMENTED       CGS
 MK0581  HISTORY     - 1947     GOOD             NGS
 MK0581  HISTORY     - 1974     GOOD             LOCENG
 MK0581  HISTORY     - 20040603 GOOD             USPSQD
 MK0581
 MK0581                          STATION DESCRIPTION
 MK0581
 MK0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0581'AT FREMONT.
 MK0581'AT FREMONT, DODGE COUNTY, AT THE SOUTH ENTRANCE TO THE COUNTY
 MK0581'COURTHOUSE, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE
 MK0581'STONE DOORSTEP.  A STANDARD DISK, STAMPED FREMONT 1934.
 MK0581
 MK0581                          STATION RECOVERY (1974)
 MK0581
 MK0581'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 MK0581'RECOVERED IN GOOD CONDITION.
 MK0581
 MK0581                          STATION RECOVERY (2004)
 MK0581
 MK0581'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK0581'STATION FOUND GOOD. THE DODGE COUNTY COURT HOUSE IS NORTH OF E. 4TH
 MK0581'STREET, SOUTH OF E. 5TH STREET, WEST OF PARK AVENUE, AND EAST OF BROAD
 MK0581'STREET, A SANDSTONE BLOCK STRUCTURE WITH A FLAT ROOF. COURT HOUSE ONLY
 MK0581'TAKES UP THE EASTERN HALF OF THE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2056 ***********************************************************************
 MK2056  DESIGNATION -  FREMONT
 MK2056  PID         -  MK2056
 MK2056  STATE/COUNTY-  NE/DODGE
 MK2056  USGS QUAD   -  FREMONT WEST (1983)
 MK2056
 MK2056                         *CURRENT SURVEY CONTROL
 MK2056  ___________________________________________________________________
 MK2056* NAD 83(1995)-  41 26 51.57559(N)    096 33 14.40540(W)     ADJUSTED  
 MK2056* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 MK2056  ___________________________________________________________________
 MK2056  LAPLACE CORR-          -6.83  (seconds)                    DEFLEC99
 MK2056  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 MK2056
 MK2056  HORZ ORDER  -  SECOND
 MK2056
 MK2056.The horizontal coordinates were established by classical geodetic methods
 MK2056.and adjusted by the National Geodetic Survey in August 1997..
 MK2056
 MK2056.The orthometric height was scaled from a topographic map.
 MK2056
 MK2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2056
 MK2056.The geoid height was determined by GEOID03.
 MK2056
 MK2056;                    North         East     Units Scale Factor Converg.
 MK2056;SPC NE       -   184,966.901   787,784.845   MT  0.99965911   +2 17 01.1
 MK2056;UTM  14      - 4,591,341.348   704,321.891   MT  1.00011379   +1 37 10.7
 MK2056
 MK2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2056!SPC NE       -   0.99994632  x   0.99965911  =   0.99960545
 MK2056!UTM  14      -   0.99994632  x   1.00011379  =   1.00006010
 MK2056
 MK2056|---------------------------------------------------------------------|
 MK2056| PID    Reference Object                     Distance      Geod. Az  |
 MK2056|                                                           dddmmss.s |
 MK2056| CL6548 FREMONT RM 1                                       11212     |
 MK2056| CL6549 FREMONT RM 2                                       11711     |
 MK2056| MK2064 AMES                                APPROX. 7.7 KM 2742558.7 |
 MK2056|---------------------------------------------------------------------|
 MK2056
 MK2056                          SUPERSEDED SURVEY CONTROL
 MK2056
 MK2056  NAD 83(1986)-  41 26 51.58374(N)    096 33 14.40671(W) AD(       ) 2
 MK2056  NAD 27      -  41 26 51.58432(N)    096 33 13.31555(W) AD(       ) 2
 MK2056
 MK2056.Superseded values are not recommended for survey control.
 MK2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2056.See file dsdata.txt to determine how the superseded data were derived.
 MK2056
 MK2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0432291341(NAD 83)
 MK2056_MARKER: DD = SURVEY DISK
 MK2056_SETTING: 0 = UNSPECIFIED SETTING
 MK2056
 MK2056  HISTORY     - Date     Condition        Report By
 MK2056  HISTORY     - 1967     MONUMENTED       USGS
 MK2056  HISTORY     - 1974     GOOD             NGS
 MK2056  HISTORY     - 1974     GOOD             NEDR
 MK2056
 MK2056                          STATION DESCRIPTION
 MK2056
 MK2056'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 MK2056'THE STATION IS LOCATED ABOUT 1.0 MI N. AND 3.0 MI W. OF FREMONT,
 MK2056'T. 17 N., R. 8 E., NEAR THE NW. COR. OF SEC. 17, 5.67 FT N.
 MK2056'FROM S. EDGE AND 18.10 FT W. FROM E. EDGE OF HEAD HOUSE,
 MK2056'STANDARD DISK SET IN TOP OF HEAD HOUSE.  STAMPED ET FREMONT 1967.
 MK2056'
 MK2056'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 30 AND
 MK2056'77 AND 275 IN FREMONT, GO W. ON U.S. HWY 30, 2.9 MI TO T-RD.
 MK2056'S., TO FREMONT ELEVATOR, TURN LEFT (S.) AND GO 0.3 MI TO
 MK2056'FREMONT ELEVATOR ON RIGHT, THE STATION IS ON THE TOP OF THE
 MK2056'ELEVATOR HEAD HOUSE.
 MK2056'
 MK2056'THE REFERENCE MARKS ARE FLUSH WITH THE GROUND.  STANDARD
 MK2056'TABLETS CRIMPED ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN.
 MK2056'DIAMETER TILES, 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN
 MK2056'1 IN. OF CAP.
 MK2056'
 MK2056'REFERENCE MARK 1 IS ESE OF STATION, 256 FT S., 939 FT E. OF SE.
 MK2056'CORNER OF CONCRETE ELEVATOR, 31.5 FT N. OF N. RAIL OF DOUBLE
 MK2056'LINE MAIN LINE RR.. TRACKS, 2 FT W. OF TELEGRAPH LINE POLE.
 MK2056'STAMPED FREMONT NO 1 1967.
 MK2056'
 MK2056'REFERENCE MARK 2 IS SE. OF STATION, 348 FT S., 942 FT E. OF SE.
 MK2056'EDGE OF CONCRETE ELEVATOR, 60 FT S. OF N. RAIL OF DOUGLE LINE
 MK2056'MAIN LINE RR. TRACK, 2.5 FT W. OF TELEGRAPH LINE POLE.  STAMPED
 MK2056'FREMONT NO 2 1967.
 MK2056'
 MK2056'AZIMUTH MARK - NONE SET.
 MK2056'
 MK2056'REFERENCE AZIMUTH = WATER TANK FOR HORMEL PACKING PLANT,
 MK2056'LOCATED IN SE. EDGE OF FREMONT.
 MK2056
 MK2056                          STATION RECOVERY (1974)
 MK2056
 MK2056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MK2056'THE MANAGER OF THE LINCOLN GRAIN COMPANY AT THE FREMONT GRAIN
 MK2056'ELEVATOR WAS CONTACTED THIS DATE.  A METAL BUILDING IS PLAN
 MK2056'TO BE ERECTED ATOP THE HEAD HOUSE OF THE LINCOLN, FREMONT
 MK2056'GRAIN ELEVATOR, CONSTRUCTION TO BEGIN NOVEMBER 1974.  THE USGS
 MK2056'ET STATION MARK WILL NOT BE DISTURBED.
 MK2056
 MK2056                          STATION RECOVERY (1974)
 MK2056
 MK2056'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974 (HED)
 MK2056'THE STATION WAS RECOVERED IN GOOD CONDITION.
 MK2056'NOTE--HEAD HOUSE HAS BEEN ADDED ON TO.
 MK2056'
 MK2056'NEAREST TOWN--FREMONT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2057 ***********************************************************************
 MK2057  DESIGNATION -  FREMONT ELEVATOR COMPANY
 MK2057  PID         -  MK2057
 MK2057  STATE/COUNTY-  NE/DODGE
 MK2057  USGS QUAD   -  FREMONT WEST (1983)
 MK2057
 MK2057                         *CURRENT SURVEY CONTROL
 MK2057  ___________________________________________________________________
 MK2057* NAD 83(1995)-  41 26 51.62059(N)    096 33 14.39932(W)     ADJUSTED  
 MK2057* NAVD 88     -                                                        
 MK2057  ___________________________________________________________________
 MK2057  LAPLACE CORR-          -6.83  (seconds)                    DEFLEC99
 MK2057  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 MK2057
 MK2057  HORZ ORDER  -  THIRD
 MK2057
 MK2057.The horizontal coordinates were established by classical geodetic methods
 MK2057.and adjusted by the National Geodetic Survey in August 1997..
 MK2057
 MK2057
 MK2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2057
 MK2057.The geoid height was determined by GEOID03.
 MK2057
 MK2057;                    North         East     Units Scale Factor Converg.
 MK2057;SPC NE       -   184,968.294   787,784.931   MT  0.99965911   +2 17 01.2
 MK2057;UTM  14      - 4,591,342.739   704,321.993   MT  1.00011379   +1 37 10.8
 MK2057
 MK2057                          SUPERSEDED SURVEY CONTROL
 MK2057
 MK2057  NAD 83(1986)-  41 26 51.62881(N)    096 33 14.39608(W) AD(       ) 4
 MK2057  NAD 27      -  41 26 51.62544(N)    096 33 13.29685(W) AD(       ) 3
 MK2057
 MK2057.Superseded values are not recommended for survey control.
 MK2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2057.See file dsdata.txt to determine how the superseded data were derived.
 MK2057
 MK2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0432291343(NAD 83)
 MK2057
 MK2057  HISTORY     - Date     Condition        Report By
 MK2057  HISTORY     - 1960     FIRST OBSERVED   CGS
 MK2057
 MK2057                          STATION DESCRIPTION
 MK2057
 MK2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MK2057'THE STATION IS LOCATED ABOUT 3 MILES WEST OF FREMONT AND 0.2
 MK2057'MILE SOUTH OF U.S. HIGHWAY 30.
 MK2057'
 MK2057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30,
 MK2057'275 AND 77 IN THE NORTH PART OF FREMONT GO WEST ON U.S.
 MK2057'HIGHWAY 30 FOR 3 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 MK2057'LEFT, SOUTH, AND GO 0.2 MILE TO THE STATION ON THE RIGHT.
 MK2057'
 MK2057'THE ELEVATOR IS A CONCRETE STRUCTURE AND IS 205 FEET IN
 MK2057'HEIGHT.  THE TOP AND CENTER OF THE ELEVATOR WAS THE POINT
 MK2057'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1037 ***********************************************************************
 ML1037  DESIGNATION -  FREY
 ML1037  PID         -  ML1037
 ML1037  STATE/COUNTY-  NE/BOONE
 ML1037  USGS QUAD   -  ALBION WEST (1985)
 ML1037
 ML1037                         *CURRENT SURVEY CONTROL
 ML1037  ___________________________________________________________________
 ML1037* NAD 83(1995)-  41 41 19.57691(N)    098 05 34.21733(W)     ADJUSTED  
 ML1037* NAVD 88     -       619.1    (meters)    2031.     (feet)  VERTCON   
 ML1037  ___________________________________________________________________
 ML1037  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 ML1037  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 ML1037
 ML1037  HORZ ORDER  -  FIRST
 ML1037
 ML1037.The horizontal coordinates were established by classical geodetic methods
 ML1037.and adjusted by the National Geodetic Survey in August 1997..
 ML1037
 ML1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1037
 ML1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1037
 ML1037.The geoid height was determined by GEOID03.
 ML1037
 ML1037;                    North         East     Units Scale Factor Converg.
 ML1037;SPC NE       -   207,751.453   658,711.146   MT  0.99966367   +1 15 49.9
 ML1037;UTM  14      - 4,615,619.310   575,494.332   MT  0.99967013   +0 36 12.1
 ML1037
 ML1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1037!SPC NE       -   0.99990675  x   0.99966367  =   0.99957045
 ML1037!UTM  14      -   0.99990675  x   0.99967013  =   0.99957691
 ML1037
 ML1037|---------------------------------------------------------------------|
 ML1037| PID    Reference Object                     Distance      Geod. Az  |
 ML1037|                                                           dddmmss.s |
 ML1037| CN9344 FREY RM 1                            13.309 METERS 00733     |
 ML1037| MK1954 ALBION TV STA KHQL MAST             APPROX.17.9 KM 0922227.5 |
 ML1037| ML1036 ALBION CORNHUSKER REA RAD MAST      APPROX. 7.6 KM 1035950.2 |
 ML1037| CN9346 FREY RM 3 AZIMUTH                                  1792653.4 |
 ML1037| CN9345 FREY RM 2                            14.128 METERS 27008     |
 ML1037|---------------------------------------------------------------------|
 ML1037
 ML1037                          SUPERSEDED SURVEY CONTROL
 ML1037
 ML1037  NAD 83(1986)-  41 41 19.58429(N)    098 05 34.22351(W) AD(       ) 1
 ML1037  NAD 27      -  41 41 19.54397(N)    098 05 32.99335(W) AD(       ) 1
 ML1037  NGVD 29 (07/19/86)  618.9    (m)         2031.     (f) VERT ANG       
 ML1037
 ML1037.Superseded values are not recommended for survey control.
 ML1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1037.See file dsdata.txt to determine how the superseded data were derived.
 ML1037
 ML1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM7549415619(NAD 83)
 ML1037_MARKER: DS = TRIANGULATION STATION DISK
 ML1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1037_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ML1037
 ML1037  HISTORY     - Date     Condition        Report By
 ML1037  HISTORY     - 1972     MONUMENTED       NGS
 ML1037
 ML1037                          STATION DESCRIPTION
 ML1037
 ML1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1037'THE STATION IS LOCATED ABOUT 15 MILES EAST OF SPALDING, 10 MILES
 ML1037'NORTHEAST OF PRIMROSE, 5 MILES SOUTH OF LORETTO, 5 MILES WEST
 ML1037'OF ALBION, 0.5 MILE NORTH OF STATE HIGHWAY 91 AND IN THE SW 1/4
 ML1037'SECTION 23, T 20 N, R 7 W.  IT IS ON THE PROPERTY OF MR. HARRY
 ML1037'A. FREY AND ON THE HIGHEST POINT OF THE HILL.
 ML1037'
 ML1037'TO REACH FROM THE COURT HOUSE IN ALBION, GO WEST ON STATE
 ML1037'HIGHWAY 91 FOR 5.05 MILES TO A DIM TRACK ROAD ON THE RIGHT.  TAKE
 ML1037'SHARP RIGHT TURN ALONG THE SOUTH SIDE OF THE FIELD AND GO EAST ON
 ML1037'TRACK ROAD FOR 0.1 MILE TO A GATE.  PASS THROUGH GATE AND
 ML1037'CONTINUE ON TRACK ROAD FOR 0.05 MILE TO THE REFERENCE MARK 3
 ML1037'ON THE LEFT.  CONTINUE NORTHERLY ON TRACK ROAD FOR 0.4
 ML1037'MILE TO THE STATION AT HIGHEST POINT OF THE HILL.
 ML1037'
 ML1037'THE STATION MARK IS A STANDARD DISK STAMPED FREY 1972, SET IN
 ML1037'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT AND PROJECTS 1 INCH
 ML1037'ABOVE THE GROUND SURFACE.  IT IS 181 FEET EAST OF A NORTH AND
 ML1037'SOUTH FENCE LINE.
 ML1037'
 ML1037'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FREY NO 1 1972, SET
 ML1037'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 ML1037'WITH THE GROUND.  IT IS 183 FEET EAST OF THE NORTH AND SOUTH
 ML1037'FENCE LINE, AND ABOUT ON THE SAME ELEVATION AS THE STATION.
 ML1037'
 ML1037'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FREY NO 2 1972, SET
 ML1037'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 ML1037'INCHES ABOVE GROUND SURFACE.  IT IS 135 FEET EAST OF A NORTH
 ML1037'AND SOUTH FENCE LINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 ML1037'
 ML1037'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FREY NO 3 1972, SET
 ML1037'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 ML1037'INCHES ABOVE THE GROUND SURFACE.  IT IS 19 FEET WEST OF THE
 ML1037'CENTER OF TRACK ROAD, 4 FEET SOUTHEAST OF A METAL WITNESS POST
 ML1037'WITH SIGN ATTACHED, 2.5 FEET EAST OF A NORTH AND SOUTH FENCE
 ML1037'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0439 ***********************************************************************
 LG0439  DESIGNATION -  FRIEND
 LG0439  PID         -  LG0439
 LG0439  STATE/COUNTY-  NE/SALINE
 LG0439  USGS QUAD   -  FRIEND (1966)
 LG0439
 LG0439                         *CURRENT SURVEY CONTROL
 LG0439  ___________________________________________________________________
 LG0439* NAD 83(1995)-  40 40 10.29254(N)    097 17 53.37670(W)     ADJUSTED  
 LG0439* NAVD 88     -       480.181  (meters)    1575.39   (feet)  ADJUSTED  
 LG0439  ___________________________________________________________________
 LG0439  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 LG0439  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0439  DYNAMIC HT  -         479.919 (meters)    1574.53  (feet)  COMP
 LG0439  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 LG0439
 LG0439  HORZ ORDER  -  FIRST
 LG0439  VERT ORDER  -  FIRST     CLASS II
 LG0439
 LG0439.The horizontal coordinates were established by classical geodetic methods
 LG0439.and adjusted by the National Geodetic Survey in August 1997..
 LG0439
 LG0439.The orthometric height was determined by differential leveling
 LG0439.and adjusted by the National Geodetic Survey in June 1991..
 LG0439
 LG0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0439
 LG0439.The geoid height was determined by GEOID03.
 LG0439
 LG0439.The dynamic height is computed by dividing the NAVD 88
 LG0439.geopotential number by the normal gravity value computed on the
 LG0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0439.degrees latitude (g = 980.6199 gals.).
 LG0439
 LG0439.The modeled gravity was interpolated from observed gravity values.
 LG0439
 LG0439;                    North         East     Units Scale Factor Converg.
 LG0439;SPC NE       -    96,409.926   728,360.362   MT  0.99976425   +1 47 25.8
 LG0439;UTM  14      - 4,503,464.749   643,843.053   MT  0.99985468   +1 06 33.4
 LG0439
 LG0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0439!SPC NE       -   0.99992890  x   0.99976425  =   0.99969317
 LG0439!UTM  14      -   0.99992890  x   0.99985468  =   0.99978359
 LG0439
 LG0439:                Primary Azimuth Mark                     Grid Az
 LG0439:SPC NE       -  FRIEND AZ MK                             047 52 46.3
 LG0439:UTM  14      -  FRIEND AZ MK                             048 33 38.7
 LG0439
 LG0439|---------------------------------------------------------------------|
 LG0439| PID    Reference Object                     Distance      Geod. Az  |
 LG0439|                                                           dddmmss.s |
 LG0439| LG0438 FRIEND AZ MK                                       0494012.1 |
 LG0439| LG0775 DORCHESTER MUNICIPAL TANK           APPROX.15.8 KM 0991817.4 |
 LG0439| LG0440 FRIEND RM 1                          33.318 METERS 13351     |
 LG0439| LG0786 FRIEND STANDPIPE                    APPROX. 1.8 KM 1455206.3 |
 LG0439| LG0785 FRIEND ST JOSEPHS CHURCH SPIRE      APPROX. 2.2 KM 1574614.2 |
 LG0439| LG0441 FRIEND RM 2                          40.812 METERS 23631     |
 LG0439| LG0790 EXETER TANK                         APPROX.13.3 KM 2572606.0 |
 LG0439|---------------------------------------------------------------------|
 LG0439
 LG0439                          SUPERSEDED SURVEY CONTROL
 LG0439
 LG0439  NAD 83(1986)-  40 40 10.30030(N)    097 17 53.37714(W) AD(       ) 1
 LG0439  NAD 27      -  40 40 10.27800(N)    097 17 52.20600(W) AD(       ) 1
 LG0439  NGVD 29 (??/??/92)  480.018  (m)         1574.86   (f) ADJ UNCH    1 2
 LG0439
 LG0439.Superseded values are not recommended for survey control.
 LG0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0439.See file dsdata.txt to determine how the superseded data were derived.
 LG0439
 LG0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4384303465(NAD 83)
 LG0439_MARKER: DS = TRIANGULATION STATION DISK
 LG0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0439_SP_SET: CONCRETE POST
 LG0439_STAMPING: FRIEND 1935
 LG0439_MARK LOGO: CGS   
 LG0439_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0439+STABILITY: SURFACE MOTION
 LG0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0439+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0439
 LG0439  HISTORY     - Date     Condition        Report By
 LG0439  HISTORY     - 1935     MONUMENTED       CGS
 LG0439  HISTORY     - 1935     GOOD             CGS
 LG0439  HISTORY     - 1940     GOOD             CGS
 LG0439  HISTORY     - 1950     GOOD             CGS
 LG0439  HISTORY     - 1965     GOOD             USGS
 LG0439  HISTORY     - 19911009 GOOD             NGS
 LG0439
 LG0439                          STATION DESCRIPTION
 LG0439
 LG0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0439'IN THE SOUTHEAST QUARTER SEC. 10, T. 8 N., R. 1 E., ABOUT 1 MILE
 LG0439'NORTHWEST OF FRIEND, ON THE NORTH SIDE OF THE ROAD ON A SLIGHT
 LG0439'KNOLL WHERE ROAD CROSSES OVER IT, IN A GRAIN FIELD, AND HIGHEST
 LG0439'GROUND IN VICINITY.  MARK IS SET 47 FEET NORTH OF CENTERLINE OF
 LG0439'ROAD.
 LG0439'
 LG0439'TO REACH FROM FRIEND RAILROAD STATION, GO WEST OF U.S. HIGHWAY 6
 LG0439'(PAVED) 0.3 MILE, TURN RIGHT (NORTH) ACROSS RAILROAD TRACKS ONTO
 LG0439'DIRT ROAD AND GO 1 MILE, TURN LEFT (WEST) AND GO 0.3 MILE TO
 LG0439'HIGHEST GROUND AND STATION, 47 FEET NORTH OF CENTERLINE OF ROAD.
 LG0439'MARK IS 10 INCHES UNDERGROUND.
 LG0439'
 LG0439'REFERENCE MARK NO. 1 IS 110.38 FEET (33.643 METERS) SOUTHEAST
 LG0439'FROM STATION, SET IN SOUTH RIGHT-OF-WAY FENCE LINE.
 LG0439'
 LG0439'REFERENCE MARK NO. 2 IS 134.93 FEET (41.126 METERS) SOUTHWEST OF
 LG0439'STATION, SET IN SOUTH RIGHT-OF-WAY FENCE LINE.
 LG0439'
 LG0439'AZIMUTH MARK IS REACHED FROM STATION BY GOING EAST ON SECTION-LINE
 LG0439'ROAD 0.3 MILE TO T-ROAD, TURN LEFT (NORTH) AND GO 0.25 MILE TO
 LG0439'MARK ON LEFT (WEST) SET IN RIGHT-OF-WAY FENCE LINE.
 LG0439'
 LG0439'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LG0439
 LG0439                          STATION RECOVERY (1935)
 LG0439
 LG0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 LG0439'0.3 MI W FROM FRIEND.
 LG0439'0.3 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, BURLINGTON
 LG0439'AND QUINCY RAILROAD STATION AT FRIEND, SALINE COUNTY, 1.0 MILE
 LG0439'NORTH ALONG A GRAVEL ROAD, AND 0.3 MILE WEST ALONG ANOTHER GRAVEL
 LG0439'ROAD, 47 FEET NORTH OF THE CENTERLINE OF THE ROAD, 15.2 FEET
 LG0439'NORTH OF A WHITE WOODEN WITNESS POST, AND 1.0 FOOT UNDER GROUND.
 LG0439'A STANDARD TRIANGULATION-STATION DISK, STAMPED FRIEND 1935 AND
 LG0439'SET IN THE TOP OF A CONCRETE POST.
 LG0439
 LG0439                          STATION RECOVERY (1940)
 LG0439
 LG0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 LG0439'STATION IS LOCATED IN THE SOUTHEAST QUARTER SEC. 10, T. 8 N.,
 LG0439'R. 1 E., ABOUT 1 MILE NORTHWEST OF THE TOWN OF FRIEND, ON THE
 LG0439'NORTH SIDE OF THE ROAD, ON A SLIGHT KNOLL, IN A GRAIN FIELD, AND
 LG0439'ON THE HIGHEST GROUND IN THE VICINITY.
 LG0439'
 LG0439'TO REACH FROM FRIEND, PROCEED WEST ON U.S. HIGHWAY 6 AND GO
 LG0439'0.3 MILE, TURN RIGHT (NORTH) ONTO GRAVELED ROAD AND GO 1.0 MILE,
 LG0439'TURN LEFT (WEST) AND GO 0.3 MILE TO HIGHEST GROUND AND STATION.
 LG0439'STATION IS 47 FEET NORTH OF CENTERLINE OF ROAD, 15.2 FEET NORTH
 LG0439'OF A 4- BY 4-INCH WHITE WOODEN POST PROJECTING 2.0 FEET.
 LG0439'MONUMENT IS 1.0 FOOT BELOW SURFACE, STAMPED FRIEND 1935,
 LG0439'
 LG0439'REFERENCE MARK NO. 1 IS 110.38 FEET (33.643 METERS) SOUTHEAST
 LG0439'OF STATION, 29 FEET SOUTH OF CENTERLINE OF ROAD, 3.0 FEET EAST OF
 LG0439'4- BY 4-INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT
 LG0439'PROJECTS 0.6 FOOT, STAMPED FRIEND NO. 1 1935.
 LG0439'
 LG0439'REFERENCE MARK NO. 2 IS 134.93 FEET (41.126 METERS) SOUTHWEST OF
 LG0439'STATION, 29 FEET SOUTH OF CENTERLINE OF ROAD, 3.0 FEET WEST OF
 LG0439'4- BY 4-INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT
 LG0439'PROJECTS 0.8 FOOT, STAMPED FRIEND NO. 2 1935.
 LG0439'
 LG0439'UNDERGROUND STATION MARK IS STAMPED FRIEND 1935.
 LG0439'
 LG0439'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING EAST ON
 LG0439'SECTION-LINE ROAD FOR 0.3 MILE, TURN LEFT (NORTH) AT T-ROAD
 LG0439'INTERSECTION AND GO 0.25 MILE TO AZIMUTH.  AZIMUTH MARK IS
 LG0439'31 FEET WEST OF CENTERLINE OF ROAD, 2.4 FEET SOUTHEAST OF CORNER
 LG0439'FENCE POST, AND 2.0 FEET SOUTH OF 4- BY 4-INCH WHITE WOODEN
 LG0439'POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.5 FOOT, STAMPED
 LG0439'FRIEND 1935.
 LG0439'
 LG0439'REFERENCE MARKS AND AZIMUTH MARK IN RIGHT-OF-WAY FENCE LINE.
 LG0439'
 LG0439'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LG0439
 LG0439                          STATION RECOVERY (1950)
 LG0439
 LG0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0439'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0439'IN GOOD CONDITION.  THE 1935 DESCRIPTION BY C.I.A. IS ADEQUATE,
 LG0439'EXCEPT THE DISTANCE TO THE REFERENCE MARKS DID NOT CHECK.
 LG0439'
 LG0439'OBSERVATIONS TAKEN FROM A 77 FT. TOWER.
 LG0439'
 LG0439'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE AS DESCRIBED IN
 LG0439'AZIMUTH MARK IS AS DESCRIBED.
 LG0439
 LG0439                          STATION RECOVERY (1965)
 LG0439
 LG0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG0439'RM 1 AND RM 2 HAVE BEEN DISTURBED.  THESE MARKS WERE SET AT THE EDGE
 LG0439'OF A LARGE ROAD DITCH AND NEARLY ALL THE SOIL HAS ERODED AWAY FROM
 LG0439'AROUND THE CONCRETE MONUMENTS.  THESE ARE STILL ERECT AND, INSOFAR
 LG0439'AS CAN BE ASCERTAINED BY PLANE TABLE TRAVERSE, VERTICAL ACCURACY HAS
 LG0439'NOT BEEN IMPAIRED.
 LG0439
 LG0439                          STATION RECOVERY (1991)
 LG0439
 LG0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0439'26.0 KM (16.15 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0439'OF U.S. HIGHWAY 81 IN FAIRMONT, THENCE 1.7 KM (1.05 MI) NORTHERLY
 LG0439'ALONG STATE HIGHWAY 80 EAST LINK, THENCE 0.5 KM (0.30 MI) WESTERLY
 LG0439'ALONG A DIRT ROAD, AT THE CREST OF A HILL, 41.1 M (134.8 FT)
 LG0439'NORTHEAST OF REFERENCE MARK 2, 33.6 M (110.2 FT) NORTHWEST OF
 LG0439'REFERENCE MARK 1, 14.4 M (47.2 FT) NORTH OF THE ROAD CENTER, 6.3 M
 LG0439'(20.7 FT) NORTH OF A WITNESS POST, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 LG0439'THE ROAD, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE
 LG0439'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0438 ***********************************************************************
 LG0438  DESIGNATION -  FRIEND AZ MK
 LG0438  PID         -  LG0438
 LG0438  STATE/COUNTY-  NE/SALINE
 LG0438  USGS QUAD   -  FRIEND (1966)
 LG0438
 LG0438                         *CURRENT SURVEY CONTROL
 LG0438  ___________________________________________________________________
 LG0438* NAD 83(1986)-  40 40 21.     (N)    097 17 34.     (W)     SCALED    
 LG0438* NAVD 88     -       474.542  (meters)    1556.89   (feet)  ADJUSTED  
 LG0438  ___________________________________________________________________
 LG0438  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0438  DYNAMIC HT  -         474.283 (meters)    1556.04  (feet)  COMP
 LG0438  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 LG0438
 LG0438  VERT ORDER  -  FIRST     CLASS II
 LG0438
 LG0438.The horizontal coordinates were scaled from a topographic map and have
 LG0438.an estimated accuracy of +/- 6 seconds.
 LG0438
 LG0438.The orthometric height was determined by differential leveling
 LG0438.and adjusted by the National Geodetic Survey in June 1991..
 LG0438
 LG0438.The geoid height was determined by GEOID03.
 LG0438
 LG0438.The dynamic height is computed by dividing the NAVD 88
 LG0438.geopotential number by the normal gravity value computed on the
 LG0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0438.degrees latitude (g = 980.6199 gals.).
 LG0438
 LG0438.The modeled gravity was interpolated from observed gravity values.
 LG0438
 LG0438;                    North         East    Units  Estimated Accuracy
 LG0438;SPC NE       -    96,750.      728,810.      MT  (+/- 180 meters Scaled)
 LG0438
 LG0438                          SUPERSEDED SURVEY CONTROL
 LG0438
 LG0438  NGVD 29 (??/??/92)  474.379  (m)         1556.36   (f) ADJ UNCH    1 2
 LG0438
 LG0438.Superseded values are not recommended for survey control.
 LG0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0438.See file dsdata.txt to determine how the superseded data were derived.
 LG0438
 LG0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL442038(NAD 83)
 LG0438_MARKER: DZ = AZIMUTH MARK DISK
 LG0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0438_STAMPING: FRIEND 1935
 LG0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0438+STABILITY: SURFACE MOTION
 LG0438
 LG0438  HISTORY     - Date     Condition        Report By
 LG0438  HISTORY     - 1935     MONUMENTED       CGS
 LG0438
 LG0438                          STATION DESCRIPTION
 LG0438
 LG0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0438'0.3 MI W FROM FRIEND.
 LG0438'0.3 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, BURLINGTON
 LG0438'AND QUINCY RAILROAD STATION AT FRIEND, SALINE COUNTY, 1.2 MILES
 LG0438'NORTH ALONG A GRAVEL ROAD, 31 FEET WEST OF THE CENTERLINE OF THE
 LG0438'ROAD, 2.4 FEET SOUTHEAST OF A FENCE CORNER, AND 2 FEET SOUTH OF A
 LG0438'WHITE WOODEN WITNESS POST.  A STANDARD AZIMUTH-MARK DISK, STAMPED
 LG0438'FRIEND 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0438'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0440 ***********************************************************************
 LG0440  DESIGNATION -  FRIEND RM 1
 LG0440  PID         -  LG0440
 LG0440  STATE/COUNTY-  NE/SALINE
 LG0440  USGS QUAD   -  FRIEND (1966)
 LG0440
 LG0440                         *CURRENT SURVEY CONTROL
 LG0440  ___________________________________________________________________
 LG0440* NAD 83(1986)-  40 40 10.     (N)    097 17 53.     (W)     SCALED    
 LG0440* NAVD 88     -       480.241  (meters)    1575.59   (feet)  ADJUSTED  
 LG0440  ___________________________________________________________________
 LG0440  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0440  DYNAMIC HT  -         479.979 (meters)    1574.73  (feet)  COMP
 LG0440  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 LG0440
 LG0440  VERT ORDER  -  FIRST     CLASS II
 LG0440
 LG0440.The horizontal coordinates were scaled from a topographic map and have
 LG0440.an estimated accuracy of +/- 6 seconds.
 LG0440
 LG0440.The orthometric height was determined by differential leveling
 LG0440.and adjusted by the National Geodetic Survey in June 1991..
 LG0440
 LG0440.The geoid height was determined by GEOID03.
 LG0440
 LG0440.The dynamic height is computed by dividing the NAVD 88
 LG0440.geopotential number by the normal gravity value computed on the
 LG0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0440.degrees latitude (g = 980.6199 gals.).
 LG0440
 LG0440.The modeled gravity was interpolated from observed gravity values.
 LG0440
 LG0440;                    North         East    Units  Estimated Accuracy
 LG0440;SPC NE       -    96,400.      728,370.      MT  (+/- 180 meters Scaled)
 LG0440
 LG0440                          SUPERSEDED SURVEY CONTROL
 LG0440
 LG0440  NGVD 29 (??/??/92)  480.078  (m)         1575.06   (f) ADJ UNCH    1 2
 LG0440
 LG0440.Superseded values are not recommended for survey control.
 LG0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0440.See file dsdata.txt to determine how the superseded data were derived.
 LG0440
 LG0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL438034(NAD 83)
 LG0440_MARKER: DR = REFERENCE MARK DISK
 LG0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0440_SP_SET: CONCRETE POST
 LG0440_STAMPING: FRIEND NO 1 1935
 LG0440_MARK LOGO: CGS   
 LG0440_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0440+STABILITY: SURFACE MOTION
 LG0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0440+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0440
 LG0440  HISTORY     - Date     Condition        Report By
 LG0440  HISTORY     - 1935     MONUMENTED       CGS
 LG0440  HISTORY     - 19911009 GOOD             NGS
 LG0440
 LG0440                          STATION DESCRIPTION
 LG0440
 LG0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0440'0.3 MI W FROM FRIEND.
 LG0440'110.4 FEET SOUTHEAST OF TRIANGULATION STATION FRIEND DESCRIBED
 LG0440'ABOVE, 29 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 3 FEET
 LG0440'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK
 LG0440'DISK, STAMPED FRIEND NO 1 1935 AND SET IN THE TOP OF A CONCRETE
 LG0440'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 LG0440
 LG0440                          STATION RECOVERY (1991)
 LG0440
 LG0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0440'26.0 KM (16.15 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0440'OF U.S. HIGHWAY 81 IN FAIRMONT, THENCE 1.7 KM (1.05 MI) NORTHERLY
 LG0440'ALONG STATE HIGHWAY 80 EAST LINK, THENCE 0.5 KM (0.30 MI) WESTERLY
 LG0440'ALONG A DIRT ROAD, AT THE CREST OF A HILL, 33.6 M (110.2 FT) SOUTH OF
 LG0440'TRIANGULATION STATION FRIEND, 17.0 M (55.8 FT) WEST OF A UTILITY
 LG0440'POLE, 8.4 M (27.6 FT) SOUTH OF THE ROAD CENTER, 0.6 M (2.0 FT) NORTH
 LG0440'OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 LG0440'ROAD, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 LG0440'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0441 ***********************************************************************
 LG0441  DESIGNATION -  FRIEND RM 2
 LG0441  PID         -  LG0441
 LG0441  STATE/COUNTY-  NE/SALINE
 LG0441  USGS QUAD   -  FRIEND (1966)
 LG0441
 LG0441                         *CURRENT SURVEY CONTROL
 LG0441  ___________________________________________________________________
 LG0441* NAD 83(1986)-  40 40 10.     (N)    097 17 53.     (W)     SCALED    
 LG0441* NAVD 88     -       480.549  (meters)    1576.60   (feet)  ADJUSTED  
 LG0441  ___________________________________________________________________
 LG0441  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0441  DYNAMIC HT  -         480.287 (meters)    1575.74  (feet)  COMP
 LG0441  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 LG0441
 LG0441  VERT ORDER  -  FIRST     CLASS II
 LG0441
 LG0441.The horizontal coordinates were scaled from a topographic map and have
 LG0441.an estimated accuracy of +/- 6 seconds.
 LG0441
 LG0441.The orthometric height was determined by differential leveling
 LG0441.and adjusted by the National Geodetic Survey in June 1991..
 LG0441
 LG0441.The geoid height was determined by GEOID03.
 LG0441
 LG0441.The dynamic height is computed by dividing the NAVD 88
 LG0441.geopotential number by the normal gravity value computed on the
 LG0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0441.degrees latitude (g = 980.6199 gals.).
 LG0441
 LG0441.The modeled gravity was interpolated from observed gravity values.
 LG0441
 LG0441;                    North         East    Units  Estimated Accuracy
 LG0441;SPC NE       -    96,400.      728,370.      MT  (+/- 180 meters Scaled)
 LG0441
 LG0441                          SUPERSEDED SURVEY CONTROL
 LG0441
 LG0441  NGVD 29 (??/??/92)  480.386  (m)         1576.07   (f) ADJ UNCH    1 2
 LG0441
 LG0441.Superseded values are not recommended for survey control.
 LG0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0441.See file dsdata.txt to determine how the superseded data were derived.
 LG0441
 LG0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL438034(NAD 83)
 LG0441_MARKER: DR = REFERENCE MARK DISK
 LG0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0441_SP_SET: CONCRETE POST
 LG0441_STAMPING: FRIEND NO 2 1935
 LG0441_MARK LOGO: CGS   
 LG0441_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0441+STABILITY: SURFACE MOTION
 LG0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0441+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0441
 LG0441  HISTORY     - Date     Condition        Report By
 LG0441  HISTORY     - 1935     MONUMENTED       CGS
 LG0441  HISTORY     - 19911009 GOOD             NGS
 LG0441
 LG0441                          STATION DESCRIPTION
 LG0441
 LG0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0441'0.3 MI W FROM FRIEND.
 LG0441'135 FEET SOUTHWEST OF TRIANGULATION STATION FRIEND DESCRIBED ABOVE,
 LG0441'29 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 3 FEET WEST OF
 LG0441'A WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK DISK,
 LG0441'STAMPED FRIEND NO 2 1935 AND SET IN THE TOP OF A CONCRETE POST
 LG0441'PROJECTING 0.8 FOOT ABOVE GROUND.
 LG0441
 LG0441                          STATION RECOVERY (1991)
 LG0441
 LG0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0441'26.0 KM (16.15 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0441'OF U.S. HIGHWAY 81 IN FAIRMONT, THENCE 1.7 KM (1.05 MI) NORTHERLY
 LG0441'ALONG STATE HIGHWAY 80 EAST LINK, THENCE 0.5 KM (0.30 MI) WESTERLY
 LG0441'ALONG A DIRT ROAD, AT THE CREST OF A HILL, 41.1 M (134.8 FT) SOUTH OF
 LG0441'TRIANGULATION STATION FRIEND, 8.0 M (26.2 FT) SOUTH OF THE ROAD
 LG0441'CENTER, 6.8 M (22.3 FT) EAST OF A UTILITY POLE, 1.2 M (3.9 FT) NORTH
 LG0441'OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 LG0441'MONUMENTS PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 LG0441'NOTE--THE MONUMENT IS SLIGHTLY LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0785 ***********************************************************************
 LG0785  DESIGNATION -  FRIEND ST JOSEPHS CHURCH SPIRE
 LG0785  PID         -  LG0785
 LG0785  STATE/COUNTY-  NE/SALINE
 LG0785  USGS QUAD   -  FRIEND (1966)
 LG0785
 LG0785                         *CURRENT SURVEY CONTROL
 LG0785  ___________________________________________________________________
 LG0785* NAD 83(1995)-  40 39 05.59189(N)    097 17 18.65897(W)     ADJUSTED  
 LG0785* NAVD 88     -                                                        
 LG0785  ___________________________________________________________________
 LG0785  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 LG0785  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0785
 LG0785  HORZ ORDER  -  THIRD
 LG0785
 LG0785.The horizontal coordinates were established by classical geodetic methods
 LG0785.and adjusted by the National Geodetic Survey in August 1997..
 LG0785
 LG0785
 LG0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0785
 LG0785.The geoid height was determined by GEOID03.
 LG0785
 LG0785;                    North         East     Units Scale Factor Converg.
 LG0785;SPC NE       -    94,441.103   729,237.760   MT  0.99976883   +1 47 48.8
 LG0785;UTM  14      - 4,501,485.452   644,697.048   MT  0.99985771   +1 06 54.5
 LG0785
 LG0785                          SUPERSEDED SURVEY CONTROL
 LG0785
 LG0785  NAD 83(1986)-  40 39 05.59940(N)    097 17 18.65907(W) AD(       ) 4
 LG0785  NAD 27      -  40 39 05.57800(N)    097 17 17.49200(W) AD(       ) 3
 LG0785
 LG0785.Superseded values are not recommended for survey control.
 LG0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0785.See file dsdata.txt to determine how the superseded data were derived.
 LG0785
 LG0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4469701485(NAD 83)
 LG0785_MARKER: 90 = CHURCH SPIRE
 LG0785
 LG0785  HISTORY     - Date     Condition        Report By
 LG0785  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0785  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 LG0785
 LG0785                          STATION DESCRIPTION
 LG0785
 LG0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0785'POINT OBSERVED UPON WAS TIP OF SPIRE OF THE ST. JOSEPHS CHURCH IN
 LG0785'FRIEND, LOCATED ON FOURTH AND PINE STREETS.  BUILT IN 1903.
 LG0785'
 LG0785'OBSERVED UPON FROM STATIONS FRIEND, KOTAS, ZALESKY, CLARK, AND
 LG0785'BEAVER.
 LG0785
 LG0785                          STATION RECOVERY (2003)
 LG0785
 LG0785'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0785'STATION NOT FOUND. SITE LOCATED AT FOURTH AND PINE STREETS. THE OLD
 LG0785'CHURCH WITH A SPIRE DESCRIBED IN THE 1935 DESCRIPTION HAS BEEN TORN
 LG0785'DOWN. A NEW ST. JOSEPH'S CATHOLIC CHURCH HAS BEEN BUILT IN THE
 LG0785'SOUTHEAST CORNER OF THE INTERSECTION OF FOURTH AND PINE STREETS.  THIS
 LG0785'STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0786 ***********************************************************************
 LG0786  DESIGNATION -  FRIEND STANDPIPE
 LG0786  PID         -  LG0786
 LG0786  STATE/COUNTY-  NE/SALINE
 LG0786  USGS QUAD   -  FRIEND (1966)
 LG0786
 LG0786                         *CURRENT SURVEY CONTROL
 LG0786  ___________________________________________________________________
 LG0786* NAD 83(1995)-  40 39 23.15243(N)    097 17 11.42038(W)     ADJUSTED  
 LG0786* NAVD 88     -                                                        
 LG0786  ___________________________________________________________________
 LG0786  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 LG0786  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0786
 LG0786  HORZ ORDER  -  THIRD
 LG0786
 LG0786.The horizontal coordinates were established by classical geodetic methods
 LG0786.and adjusted by the National Geodetic Survey in August 1997..
 LG0786
 LG0786
 LG0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0786
 LG0786.The geoid height was determined by GEOID03.
 LG0786
 LG0786;                    North         East     Units Scale Factor Converg.
 LG0786;SPC NE       -    94,987.724   729,390.703   MT  0.99976757   +1 47 53.6
 LG0786;UTM  14      - 4,502,030.264   644,856.498   MT  0.99985828   +1 06 59.7
 LG0786
 LG0786                          SUPERSEDED SURVEY CONTROL
 LG0786
 LG0786  NAD 83(1986)-  40 39 23.15989(N)    097 17 11.42034(W) AD(       ) 4
 LG0786  NAD 27      -  40 39 23.13700(N)    097 17 10.25600(W) AD(       ) 3
 LG0786
 LG0786.Superseded values are not recommended for survey control.
 LG0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0786.See file dsdata.txt to determine how the superseded data were derived.
 LG0786
 LG0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4485602030(NAD 83)
 LG0786_MARKER: 52 = STANDPIPE TANK
 LG0786
 LG0786  HISTORY     - Date     Condition        Report By
 LG0786  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0786  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 LG0786
 LG0786                          STATION DESCRIPTION
 LG0786
 LG0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0786'POINT OBSERVED UPON WAS CENTER OF MUNICIPAL STANDPIPE LOCATED IN
 LG0786'THE TOWN OF FRIEND.
 LG0786'
 LG0786'OBSERVED UPON FROM STATIONS KOTAS, ZALESKY, CLARK, AND FRIEND.
 LG0786
 LG0786                          STATION RECOVERY (2003)
 LG0786
 LG0786'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0786'STATION NOT FOUND. ORIGINAL MUNICIPAL STANDPIPE NO LONGER EXISTS IN
 LG0786'THE TOWN.  A NEW WATER TANK HAS BEEN BUILT IN THE SOUTH END OF THE
 LG0786'TOWN OF FRIEND.  THIS STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0391 ***********************************************************************
 LJ0391  DESIGNATION -  FRONTIER
 LJ0391  PID         -  LJ0391
 LJ0391  STATE/COUNTY-  NE/FRONTIER
 LJ0391  USGS QUAD   -  EUSTIS SE (1970)
 LJ0391
 LJ0391                         *CURRENT SURVEY CONTROL
 LJ0391  ___________________________________________________________________
 LJ0391* NAD 83(1995)-  40 33 17.08389(N)    100 03 08.07850(W)     ADJUSTED  
 LJ0391* NAVD 88     -       783.     (meters)    2569.     (feet)  SCALED    
 LJ0391  ___________________________________________________________________
 LJ0391  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LJ0391  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 LJ0391
 LJ0391  HORZ ORDER  -  THIRD
 LJ0391
 LJ0391.The horizontal coordinates were established by classical geodetic methods
 LJ0391.and adjusted by the National Geodetic Survey in August 1997..
 LJ0391
 LJ0391.The orthometric height was scaled from a topographic map.
 LJ0391
 LJ0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0391
 LJ0391.The geoid height was determined by GEOID03.
 LJ0391
 LJ0391;                    North         East     Units Scale Factor Converg.
 LJ0391;SPC NE       -    80,099.710   495,575.899   MT  0.99979516   -0 02 04.6
 LJ0391;UTM  14      - 4,489,863.422   410,911.040   MT  0.99969769   -0 41 03.1
 LJ0391
 LJ0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0391!SPC NE       -   0.99988092  x   0.99979516  =   0.99967610
 LJ0391!UTM  14      -   0.99988092  x   0.99969769  =   0.99957864
 LJ0391
 LJ0391|---------------------------------------------------------------------|
 LJ0391| PID    Reference Object                     Distance      Geod. Az  |
 LJ0391|                                                           dddmmss.s |
 LJ0391| CN9349 FRONTIER RM 1                        17.057 METERS 00450     |
 LJ0391| CN9350 FRONTIER RM 2                        17.592 METERS 09601     |
 LJ0391| CN9348 FRONTIER AZ MK                                     3575754.8 |
 LJ0391|---------------------------------------------------------------------|
 LJ0391
 LJ0391                          SUPERSEDED SURVEY CONTROL
 LJ0391
 LJ0391  NAD 83(1986)-  40 33 17.08816(N)    100 03 08.08172(W) AD(       ) 3
 LJ0391  NAD 27      -  40 33 17.06761(N)    100 03 06.61753(W) AD(       ) 3
 LJ0391
 LJ0391.Superseded values are not recommended for survey control.
 LJ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0391.See file dsdata.txt to determine how the superseded data were derived.
 LJ0391
 LJ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1091189863(NAD 83)
 LJ0391_MARKER: DS = TRIANGULATION STATION DISK
 LJ0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0391
 LJ0391  HISTORY     - Date     Condition        Report By
 LJ0391  HISTORY     - 1951     MONUMENTED       CGS
 LJ0391
 LJ0391                          STATION DESCRIPTION
 LJ0391
 LJ0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0391'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF EUSTIS ON THE
 LJ0391'ROAD RIGHT-OF-WAY, 66 FEET SOUTHEAST OF THE CENTER OF A T
 LJ0391'INTERSECTION, 31 FEET SOUTH OF THE CENTER OF AN EAST-WST ROAD
 LJ0391'AND 3 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LJ0391'FRONTIER 1951 AND PROJECTS 4 INCHES.
 LJ0391'
 LJ0391'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 42 FEET EAST
 LJ0391'OF THE CENTER OF A T INTERSECTION, 24 FEET NORTH OF THE CENTER
 LJ0391'OF AN EAST-WEST ROAD, 3 FEET EAST OF A FENCE CORNER AND 1 FOOT
 LJ0391'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED FRONTIER NO 1
 LJ0391'1951 AND PROJECTS 4 INCHES.
 LJ0391'
 LJ0391'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 33 FEET SOUTH
 LJ0391'OF THE CENTER OF AN EAST-WEST ROAD, 10 FEET WEST OF THE WEST
 LJ0391'END OF A WIRE GATE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 LJ0391'IT IS STAMPED FRONTIER NO 2 1951 AND PROJECTS 3 INCHES.
 LJ0391'
 LJ0391'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 81.22 FEET.
 LJ0391'
 LJ0391'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 28 FEET WEST OF
 LJ0391'THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET SOUTHWEST OF A WITNESS
 LJ0391'POST AND 1 FOOT SOUTH OF A TELEPHONE POLE.  IT IS STAMPED FRONTIER
 LJ0391'1951 AND PROJECTS 3 INCHES.
 LJ0391'
 LJ0391'TO REACH THE STATION FROM THE POST OFFICE IN EUSTIS, GO SOUTH
 LJ0391'FOR 0.4 MILE TO A T INTERSECTION, TURN RIGHT AND GO WEST FOR
 LJ0391'0.5 MILE TO A FORK, TAKE LEFT FORK AND GO SOUTH ON GRAVELED
 LJ0391'ROAD FOR 4.75 MILES TO A T ROAD LEFT, TURN LEFT AND GO EAST
 LJ0391'AND SOUTH ON GRADED ROAD FOR 1.3 MILES TO A FORK.  TAKE RIGHT
 LJ0391'FORK AND GO WEST FOR 0.3 MILE TO A T ROAD LEFT, TURN LEFT AND
 LJ0391'GO SOUTH ON DIRT ROAD FOR 0.7 MILE TO AZIMUTH MARK ON RIGHT
 LJ0391'AS DESCRIBED, CONTINUE SOUTH FOR 0.3 MILE TO A T INTERSECTION
 LJ0391'AND STATION JUST SOUTHEAST AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0486 ***********************************************************************
 NO0486  DESIGNATION -  FRYE
 NO0486  PID         -  NO0486
 NO0486  STATE/COUNTY-  NE/GRANT
 NO0486  USGS QUAD   -  HYANNIS NORTH (1989)
 NO0486
 NO0486                         *CURRENT SURVEY CONTROL
 NO0486  ___________________________________________________________________
 NO0486* NAD 83(1995)-  42 04 21.68863(N)    101 45 43.65783(W)     ADJUSTED  
 NO0486* NAVD 88     -      1228.     (meters)    4029.     (feet)  SCALED    
 NO0486  ___________________________________________________________________
 NO0486  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 NO0486  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 NO0486
 NO0486  HORZ ORDER  -  FIRST
 NO0486
 NO0486.The horizontal coordinates were established by classical geodetic methods
 NO0486.and adjusted by the National Geodetic Survey in August 1997..
 NO0486
 NO0486.The orthometric height was scaled from a topographic map.
 NO0486
 NO0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0486
 NO0486.The geoid height was determined by GEOID03.
 NO0486
 NO0486;                    North         East     Units Scale Factor Converg.
 NO0486;SPC NE       -   250,115.272   354,225.447   MT  0.99970747   -1 10 03.9
 NO0486;UTM  14      - 4,661,539.263   271,498.548   MT  1.00024251   -1 51 05.9
 NO0486
 NO0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0486!SPC NE       -   0.99981038  x   0.99970747  =   0.99951791
 NO0486!UTM  14      -   0.99981038  x   1.00024251  =   1.00005285
 NO0486
 NO0486|---------------------------------------------------------------------|
 NO0486| PID    Reference Object                     Distance      Geod. Az  |
 NO0486|                                                           dddmmss.s |
 NO0486| CQ3801 FRYE RM 1                            10.563 METERS 03008     |
 NO0486| CQ3802 FRYE RM 2                            11.657 METERS 12037     |
 NO0486| CQ3800 FRYE AZ MK                                         3234515.8 |
 NO0486|---------------------------------------------------------------------|
 NO0486
 NO0486                          SUPERSEDED SURVEY CONTROL
 NO0486
 NO0486  NAD 83(1986)-  42 04 21.68675(N)    101 45 43.66168(W) AD(       ) 1
 NO0486  NAD 27      -  42 04 21.73600(N)    101 45 42.02400(W) AD(       ) 1
 NO0486
 NO0486.Superseded values are not recommended for survey control.
 NO0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0486.See file dsdata.txt to determine how the superseded data were derived.
 NO0486
 NO0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7149961539(NAD 83)
 NO0486_MARKER: DS = TRIANGULATION STATION DISK
 NO0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0486
 NO0486  HISTORY     - Date     Condition        Report By
 NO0486  HISTORY     - 1946     MONUMENTED       CGS
 NO0486
 NO0486                          STATION DESCRIPTION
 NO0486
 NO0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0486'THE STATION IS ABOUT 5 MILES NORTH OF HYANNIS, ABOUT 1 MILE
 NO0486'SOUTH OF A RANCH HOUSE, AND 80 FEET WEST OF A NORTH-SOUTH
 NO0486'FENCE LINE.  IT IS ON THE HIGHEST SAND HILL IN THE VICINITY,
 NO0486'PROJECTS 12 INCHES AND IS STAMPED FRYE 1946.
 NO0486'
 NO0486'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 NO0486'AND IS ABOUT 8 INCHES BELOW STATION ELEVATION.  IT IS 58 FEET
 NO0486'WEST OF A NORTH-SOUTH FENCE LINE, PROJECTS 12 INCHES AND IS
 NO0486'STAMPED FRYE NO 1 1946.
 NO0486'
 NO0486'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND
 NO0486'IS ABOUT 1.5 FEET BELOW STATION ELEVATION.  IT IS 50 FEET WEST
 NO0486'OF A NORTH-SOUTH FENCE LINE, PROJECTS 11 INCHES AND IS STAMPED
 NO0486'FRYE NO 2 1946.
 NO0486'
 NO0486'AZIMUTH MARK IS ON THE SUMMIT OF A LOW SAND HILL, ABOUT 0.65
 NO0486'MILE SOUTH OF A RANCH HOUSE, 250 YARDS EAST OF A NORTH-SOUTH
 NO0486'AND AN EAST-WEST FENCE CORNER, 250 YARDS WEST OF A NORTH-SOUTH
 NO0486'FENCE LINE, AND 2.5 FEET SOUTH OF A 4X4 INCH WITNESS POST.  IT
 NO0486'PROJECTS 12 INCHES AND IS STAMPED FRYE 1946.
 NO0486'
 NO0486'TO REACH THE STATION FROM THE BANK IN HYANNIS, GO WEST ON STATE
 NO0486'HIGHWAY NO. 2 FOR 0.25 MILE TO A T ROAD RIGHT, NORTH.  TURN
 NO0486'RIGHT, NORTH, AND FOLLOW THE MAIN TRAVELED ROAD FOR 0.85 MILE
 NO0486'TO A FORK.  TAKE RIGHT FORK, MAIN TRAVELED ROAD, AND GO
 NO0486'0.65 MILE TO A FORK.  TAKE LEFT FORK, CROSS DITCH, AND GO
 NO0486'2.25 MILES TO A FORK.  TAKE LEFT FORK, WEST, FOR 0.25 MILE
 NO0486'TO A CATTLE GUARD AND A FORK.  KEEP RIGHT FORK AND GO 0.9 MILE
 NO0486'TO A CATTLE GUARD.  PASS OVER CATTLE GUARD AND TAKE RIGHT FORK
 NO0486'FOR 1.2 MILES TO A FORK.  TAKE LEFT FORK AND GO 1.3 MILES
 NO0486'TO A POINT ABOUT 200 YARDS BEFORE REACHING A LONG METAL
 NO0486'SHED.  TURN RIGHT INTO A MEADOW AND PICK UP A DIM TRACK ROAD
 NO0486'AND FOLLOW IT EASTERLY UP THE VALLEY FOR 0.55 MILE TO A
 NO0486'WIRE GATE.  PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR
 NO0486'1.0 MILE TO ANOTHER WIRE GATE AT A T FENCE CORNER.  PASS
 NO0486'THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.3 MILE TO A
 NO0486'POINT ABOUT 0.3 MILE SOUTH OF A RANCH HOUSE.  HERE TURN
 NO0486'RIGHT, SOUTH, LEAVING ROAD AND DRIVE UP STEEP SLOPE FOR 0.6
 NO0486'MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0486'
 NO0486'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 NO0486'FOR 0.25 MILE TO THE SUMMIT OF A LOWER SAND HILL AND THE
 NO0486'AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0413 ***********************************************************************
 ML0413  DESIGNATION -  FU 121
 ML0413  PID         -  ML0413
 ML0413  STATE/COUNTY-  NE/HOWARD
 ML0413  USGS QUAD   -  FARWELL (1978)
 ML0413
 ML0413                         *CURRENT SURVEY CONTROL
 ML0413  ___________________________________________________________________
 ML0413* NAD 83(1986)-  41 09 44.     (N)    098 40 18.     (W)     SCALED    
 ML0413* NAVD 88     -       611.445  (meters)    2006.05   (feet)  ADJUSTED  
 ML0413  ___________________________________________________________________
 ML0413  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 ML0413  DYNAMIC HT  -         611.135 (meters)    2005.03  (feet)  COMP
 ML0413  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 ML0413
 ML0413  VERT ORDER  -  SECOND    CLASS 0
 ML0413
 ML0413.The horizontal coordinates were scaled from a topographic map and have
 ML0413.an estimated accuracy of +/- 6 seconds.
 ML0413
 ML0413.The orthometric height was determined by differential leveling
 ML0413.and adjusted by the National Geodetic Survey in June 1991..
 ML0413
 ML0413.The geoid height was determined by GEOID03.
 ML0413
 ML0413.The dynamic height is computed by dividing the NAVD 88
 ML0413.geopotential number by the normal gravity value computed on the
 ML0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0413.degrees latitude (g = 980.6199 gals.).
 ML0413
 ML0413.The modeled gravity was interpolated from observed gravity values.
 ML0413
 ML0413;                    North         East    Units  Estimated Accuracy
 ML0413;SPC NE       -   148,400.      611,450.      MT  (+/- 180 meters Scaled)
 ML0413
 ML0413                          SUPERSEDED SURVEY CONTROL
 ML0413
 ML0413  NGVD 29 (??/??/92)  611.201  (m)         2005.25   (f) ADJ UNCH    2 0
 ML0413
 ML0413.Superseded values are not recommended for survey control.
 ML0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0413.See file dsdata.txt to determine how the superseded data were derived.
 ML0413
 ML0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL275568(NAD 83)
 ML0413_MARKER: DD = SURVEY DISK
 ML0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0413_STAMPING: FU 121
 ML0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0413+STABILITY: SURFACE MOTION
 ML0413
 ML0413  HISTORY     - Date     Condition        Report By
 ML0413  HISTORY     - UNK      MONUMENTED       BOR
 ML0413  HISTORY     - 1950     GOOD             NGS
 ML0413
 ML0413                          STATION DESCRIPTION
 ML0413
 ML0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0413'5.1 MI W FROM NYSTED.
 ML0413'1.9 MILES NORTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0413'AT NYSTED, THENCE 3.2 MILES WEST ALONG A COUNTY ROAD, AT THE
 ML0413'SOUTHWEST CORNER OF SECTION 23, T. 14 N., R. 12 W., IN THE
 ML0413'NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, AT THE SOUTHWEST
 ML0413'CORNER OF THE KELSO CEMETERY, 159 FEET SOUTH OF BENCH MARK
 ML0413'R 281, 30.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 ML0413'ROAD, 35.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 ML0413'1.3 FEET SOUTHWEST OF A POWER LINE POLE, 1 FOOT ABOVE THE LEVEL
 ML0413'OF THE NORTH-SOUTH ROAD, SET IN CONCRETE IN THE TOP OF A 2-INCH
 ML0413'IRON PIPE ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0323 ***********************************************************************
 ML0323  DESIGNATION -  FU 184
 ML0323  PID         -  ML0323
 ML0323  STATE/COUNTY-  NE/SHERMAN
 ML0323  USGS QUAD   -  ROCKVILLE (1978)
 ML0323
 ML0323                         *CURRENT SURVEY CONTROL
 ML0323  ___________________________________________________________________
 ML0323* NAD 83(1986)-  41 07 10.     (N)    098 48 20.     (W)     SCALED    
 ML0323* NAVD 88     -       636.767  (meters)    2089.13   (feet)  ADJUSTED  
 ML0323  ___________________________________________________________________
 ML0323  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ML0323  DYNAMIC HT  -         636.440 (meters)    2088.05  (feet)  COMP
 ML0323  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 ML0323
 ML0323  VERT ORDER  -  FIRST     CLASS II
 ML0323
 ML0323.The horizontal coordinates were scaled from a topographic map and have
 ML0323.an estimated accuracy of +/- 6 seconds.
 ML0323
 ML0323.The orthometric height was determined by differential leveling
 ML0323.and adjusted by the National Geodetic Survey in June 1991..
 ML0323
 ML0323.The geoid height was determined by GEOID03.
 ML0323
 ML0323.The dynamic height is computed by dividing the NAVD 88
 ML0323.geopotential number by the normal gravity value computed on the
 ML0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0323.degrees latitude (g = 980.6199 gals.).
 ML0323
 ML0323.The modeled gravity was interpolated from observed gravity values.
 ML0323
 ML0323;                    North         East    Units  Estimated Accuracy
 ML0323;SPC NE       -   143,480.      600,280.      MT  (+/- 180 meters Scaled)
 ML0323
 ML0323                          SUPERSEDED SURVEY CONTROL
 ML0323
 ML0323  NGVD 29 (??/??/92)  636.526  (m)         2088.34   (f) ADJ UNCH    1 2
 ML0323
 ML0323.Superseded values are not recommended for survey control.
 ML0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0323.See file dsdata.txt to determine how the superseded data were derived.
 ML0323
 ML0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163520(NAD 83)
 ML0323_MARKER: P = PIPE CAP
 ML0323_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ML0323_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ML0323_STAMPING: F U 184
 ML0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0323
 ML0323  HISTORY     - Date     Condition        Report By
 ML0323  HISTORY     - UNK      MONUMENTED       BOR
 ML0323  HISTORY     - 1950     GOOD             NGS
 ML0323  HISTORY     - 1979     MARK NOT FOUND   NGS
 ML0323
 ML0323                          STATION DESCRIPTION
 ML0323
 ML0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0323'1.4 MI E FROM ROCKVILLE.
 ML0323'1.4 MILES EAST ALONG A GRADED DIRT ROAD FROM THE JUNCTION OF
 ML0323'STATE HIGHWAYS 58 AND 68 AT ROCKVILLE, 28 FEET EAST OF THE CENTER
 ML0323'LINE OF A ROAD LEADING NORTH, 29 FEET SOUTH OF THE CENTER LINE OF
 ML0323'AN EAST AND WEST ROAD, 1.8 FEET NORTHWEST OF A FENCE CORNER, 1.6
 ML0323'FEET NORTH OF A FENCE, 1 FOOT NORTHWEST OF A WITNESS POST, A
 ML0323'2 INCH BRASS CAP WHICH IS RIVETED ON THE TOP OF AN IRON PIPE
 ML0323'WHICH IS FLUSH WITH THE GROUND.
 ML0323
 ML0323                          STATION RECOVERY (1979)
 ML0323
 ML0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ML0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0311 ***********************************************************************
 ML0311  DESIGNATION -  FU 198
 ML0311  PID         -  ML0311
 ML0311  STATE/COUNTY-  NE/SHERMAN
 ML0311  USGS QUAD   -  LOUP CITY SE (1978)
 ML0311
 ML0311                         *CURRENT SURVEY CONTROL
 ML0311  ___________________________________________________________________
 ML0311* NAD 83(1986)-  41 15 01.     (N)    098 48 13.     (W)     SCALED    
 ML0311* NAVD 88     -       631.041  (meters)    2070.34   (feet)  ADJUSTED  
 ML0311  ___________________________________________________________________
 ML0311  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ML0311  DYNAMIC HT  -         630.717 (meters)    2069.28  (feet)  COMP
 ML0311  MODELED GRAV-     980,089.7   (mgal)                       NAVD 88
 ML0311
 ML0311  VERT ORDER  -  FIRST     CLASS II
 ML0311
 ML0311.The horizontal coordinates were scaled from a topographic map and have
 ML0311.an estimated accuracy of +/- 6 seconds.
 ML0311
 ML0311.The orthometric height was determined by differential leveling
 ML0311.and adjusted by the National Geodetic Survey in June 1991..
 ML0311
 ML0311.The geoid height was determined by GEOID03.
 ML0311
 ML0311.The dynamic height is computed by dividing the NAVD 88
 ML0311.geopotential number by the normal gravity value computed on the
 ML0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0311.degrees latitude (g = 980.6199 gals.).
 ML0311
 ML0311.The modeled gravity was interpolated from observed gravity values.
 ML0311
 ML0311;                    North         East    Units  Estimated Accuracy
 ML0311;SPC NE       -   158,010.      600,240.      MT  (+/- 180 meters Scaled)
 ML0311
 ML0311                          SUPERSEDED SURVEY CONTROL
 ML0311
 ML0311  NGVD 29 (??/??/92)  630.795  (m)         2069.53   (f) ADJ UNCH    1 2
 ML0311
 ML0311.Superseded values are not recommended for survey control.
 ML0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0311.See file dsdata.txt to determine how the superseded data were derived.
 ML0311
 ML0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL164665(NAD 83)
 ML0311_MARKER: P = PIPE CAP
 ML0311_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ML0311_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ML0311_STAMPING: FU 198
 ML0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0311
 ML0311  HISTORY     - Date     Condition        Report By
 ML0311  HISTORY     - UNK      MONUMENTED       BOR
 ML0311  HISTORY     - 1950     GOOD             NGS
 ML0311
 ML0311                          STATION DESCRIPTION
 ML0311
 ML0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0311'0.6 MI NW FROM ASHTON.
 ML0311'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 ML0311'ASHTON, THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, AT A
 ML0311'ROAD INTERSECTION, 100 FEET NORTH OF THE CENTER LINE OF THE
 ML0311'HIGHWAY, 26 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 ML0311'1.3 FEET SOUTHWEST OF A POWER LINE POLE, 2.0 FEET WEST OF A
 ML0311'REFERENCE POST, A BRASS CAP RIVETED ON THE TOP OF A 2-INCH IRON
 ML0311'PIPE WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0305 ***********************************************************************
 ML0305  DESIGNATION -  FU 208
 ML0305  PID         -  ML0305
 ML0305  STATE/COUNTY-  NE/SHERMAN
 ML0305  USGS QUAD   -  LOUP CITY SE (1978)
 ML0305
 ML0305                         *CURRENT SURVEY CONTROL
 ML0305  ___________________________________________________________________
 ML0305* NAD 83(1986)-  41 17 37.     (N)    098 50 32.     (W)     SCALED    
 ML0305* NAVD 88     -       644.334  (meters)    2113.95   (feet)  ADJUSTED  
 ML0305  ___________________________________________________________________
 ML0305  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ML0305  DYNAMIC HT  -         644.003 (meters)    2112.87  (feet)  COMP
 ML0305  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 ML0305
 ML0305  VERT ORDER  -  FIRST     CLASS II
 ML0305
 ML0305.The horizontal coordinates were scaled from a topographic map and have
 ML0305.an estimated accuracy of +/- 6 seconds.
 ML0305
 ML0305.The orthometric height was determined by differential leveling
 ML0305.and adjusted by the National Geodetic Survey in June 1991..
 ML0305
 ML0305.The geoid height was determined by GEOID03.
 ML0305
 ML0305.The dynamic height is computed by dividing the NAVD 88
 ML0305.geopotential number by the normal gravity value computed on the
 ML0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0305.degrees latitude (g = 980.6199 gals.).
 ML0305
 ML0305.The modeled gravity was interpolated from observed gravity values.
 ML0305
 ML0305;                    North         East    Units  Estimated Accuracy
 ML0305;SPC NE       -   162,780.      596,940.      MT  (+/- 180 meters Scaled)
 ML0305
 ML0305                          SUPERSEDED SURVEY CONTROL
 ML0305
 ML0305  NGVD 29 (??/??/92)  644.085  (m)         2113.14   (f) ADJ UNCH    1 2
 ML0305
 ML0305.Superseded values are not recommended for survey control.
 ML0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0305.See file dsdata.txt to determine how the superseded data were derived.
 ML0305
 ML0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL132713(NAD 83)
 ML0305_MARKER: P = PIPE CAP
 ML0305_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ML0305_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ML0305_STAMPING: FU 208
 ML0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0305
 ML0305  HISTORY     - Date     Condition        Report By
 ML0305  HISTORY     - UNK      MONUMENTED       BOR
 ML0305  HISTORY     - 1950     GOOD             NGS
 ML0305
 ML0305                          STATION DESCRIPTION
 ML0305
 ML0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0305'5.6 MI NW FROM ASHTON.
 ML0305'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ASHTON,
 ML0305'THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, THENCE 2.0 MILES
 ML0305'NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A
 ML0305'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 ML0305'AT A ROAD JUNCTION, 24 FEET WEST OF THE CENTER LINE OF A NORTH
 ML0305'AND SOUTH ROAD, 24 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 ML0305'WEST ROAD, 1.4 FEET EAST OF A FENCE CORNER, 1.3 FEET NORTHEAST
 ML0305'OF A POWER POLE, 1.4 FEET SOUTH OF A WITNESS POST, RIVETED ON THE
 ML0305'TOP OF A 2 INCH IRON PIPE WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2105 ***********************************************************************
 MK2105  DESIGNATION -  FUJAN
 MK2105  PID         -  MK2105
 MK2105  STATE/COUNTY-  NE/SAUNDERS
 MK2105  USGS QUAD   -  PRAGUE (1969)
 MK2105
 MK2105                         *CURRENT SURVEY CONTROL
 MK2105  ___________________________________________________________________
 MK2105* NAD 83(1995)-  41 15 58.17172(N)    096 46 31.70185(W)     ADJUSTED  
 MK2105* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 MK2105  ___________________________________________________________________
 MK2105  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 MK2105  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 MK2105
 MK2105  HORZ ORDER  -  SECOND
 MK2105
 MK2105.The horizontal coordinates were established by classical geodetic methods
 MK2105.and adjusted by the National Geodetic Survey in August 1997..
 MK2105
 MK2105.The orthometric height was scaled from a topographic map.
 MK2105
 MK2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2105
 MK2105.The geoid height was determined by GEOID03.
 MK2105
 MK2105;                    North         East     Units Scale Factor Converg.
 MK2105;SPC NE       -   164,116.554   770,049.407   MT  0.99966730   +2 08 12.8
 MK2105;UTM  14      - 4,570,690.368   686,337.708   MT  1.00002734   +1 28 03.5
 MK2105
 MK2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2105!SPC NE       -   0.99993656  x   0.99966730  =   0.99960388
 MK2105!UTM  14      -   0.99993656  x   1.00002734  =   0.99996390
 MK2105
 MK2105|---------------------------------------------------------------------|
 MK2105| PID    Reference Object                     Distance      Geod. Az  |
 MK2105|                                                           dddmmss.s |
 MK2105| CL6551 FUJAN RM 2                           20.220 METERS 08812     |
 MK2105| CL7380 MALMO WATER TANK                                   0893727.5 |
 MK2105| CL6550 FUJAN RM 1                           16.441 METERS 18644     |
 MK2105|---------------------------------------------------------------------|
 MK2105
 MK2105                          SUPERSEDED SURVEY CONTROL
 MK2105
 MK2105  NAD 83(1986)-  41 15 58.18125(N)    096 46 31.70403(W) AD(       ) 2
 MK2105  NAD 27      -  41 15 58.16459(N)    096 46 30.59797(W) AD(       ) 2
 MK2105
 MK2105.Superseded values are not recommended for survey control.
 MK2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2105.See file dsdata.txt to determine how the superseded data were derived.
 MK2105
 MK2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8633870690(NAD 83)
 MK2105_MARKER: DD = SURVEY DISK
 MK2105_SETTING: 0 = UNSPECIFIED SETTING
 MK2105
 MK2105  HISTORY     - Date     Condition        Report By
 MK2105  HISTORY     - 1967     MONUMENTED       USGS
 MK2105
 MK2105                          STATION DESCRIPTION
 MK2105
 MK2105'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2105'THE STATION IS LOCATED APPROX. 3.0 MI W. OF MALMO, T. 15 N.,
 MK2105'R. 6 E., NEAR COR. SECS. 17, 18, 19, 20.  72 FT S., 33 FT W. OF
 MK2105'CENTER OF DRIVEWAY W., 33 FT W. OF CENTER OF RD.
 MK2105'
 MK2105'TO REACH THE STATION FROM THE POST OFFICE IN MALMO, GO S. ACROSS
 MK2105'RR. TRACKS, TURN RIGHT (W.) AND GO 0.9 MI TO T-RD. E., TURN
 MK2105'RIGHT (N.) AND GO 0.1 MI TO T-RD W., TURN LEFT (W.) AND GO 2.0
 MK2105'MI TO CROSSROADS TURN RIGHT (N.) AND GO 0.2 MI TO STATION ON LEFT
 MK2105'(W.) ON PROPERTY OF CHARLES FUJAN.
 MK2105'
 MK2105'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED ON
 MK2105'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. TILES, 12 IN. LONG,
 MK2105'FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2105'
 MK2105'THE STATION MARK IS STAMPED ET FUJAN 1967.
 MK2105'
 MK2105'REFERENCE MARK NO. 1 IS S. OF THE STATION, 126 FT S., 40 FT W.
 MK2105'OF DRIVE W., STAMPED FUJAN NO 1 1967.
 MK2105'
 MK2105'REFERENCE MARK 2 IS E. OF THE STATION, 71 FT S., 34 FT E. OF
 MK2105'CENTER OF DRIVE W..  STAMPED FUJAN NO 2 1967.
 MK2105'
 MK2105'AZIMUTH MARK=WT IN MALMO, APPROX. 2.5 MI E. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1066 ***********************************************************************
 ML1066  CBN         -  This is a Cooperative Base Network Control Station.
 ML1066  DESIGNATION -  FULLERTON
 ML1066  PID         -  ML1066
 ML1066  STATE/COUNTY-  NE/NANCE
 ML1066  USGS QUAD   -  BELGRADE SE (1955)
 ML1066
 ML1066                         *CURRENT SURVEY CONTROL
 ML1066  ___________________________________________________________________
 ML1066* NAD 83(1995)-  41 22 17.18083(N)    098 05 14.18354(W)     ADJUSTED  
 ML1066* NAVD 88     -       573.2    (meters)    1881.     (feet)  GPS OBS   
 ML1066  ___________________________________________________________________
 ML1066  X           -    -674,403.556 (meters)                     COMP
 ML1066  Y           -  -4,746,163.641 (meters)                     COMP
 ML1066  Z           -   4,193,830.337 (meters)                     COMP
 ML1066  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 ML1066  ELLIP HEIGHT-         548.43  (meters)          (07/10/01) GPS OBS
 ML1066  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 ML1066
 ML1066  HORZ ORDER  -  B
 ML1066  ELLP ORDER  -  FOURTH    CLASS I
 ML1066
 ML1066.The horizontal coordinates were established by GPS observations
 ML1066.and adjusted by the National Geodetic Survey in June 1996..
 ML1066
 ML1066.The orthometric height was determined by GPS observations and a
 ML1066.high-resolution geoid model.
 ML1066
 ML1066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML1066
 ML1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1066
 ML1066.The ellipsoidal height was determined by GPS observations
 ML1066.and is referenced to NAD 83.
 ML1066
 ML1066.The geoid height was determined by GEOID03.
 ML1066
 ML1066;                    North         East     Units Scale Factor Converg.
 ML1066;SPC NE       -   172,538.048   659,953.559   MT  0.99966133   +1 16 03.2
 ML1066;UTM  14      - 4,580,393.509   576,329.586   MT  0.99967170   +0 36 11.8
 ML1066
 ML1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1066!SPC NE       -   0.99991398  x   0.99966133  =   0.99957534
 ML1066!UTM  14      -   0.99991398  x   0.99967170  =   0.99958571
 ML1066
 ML1066:                Primary Azimuth Mark                     Grid Az
 ML1066:SPC NE       -  FULLERTON RM 1 AZIMUTH                   359 25 49.1
 ML1066:UTM  14      -  FULLERTON RM 1 AZIMUTH                   000 05 40.5
 ML1066
 ML1066|---------------------------------------------------------------------|
 ML1066| PID    Reference Object                     Distance      Geod. Az  |
 ML1066|                                                           dddmmss.s |
 ML1066| CN9352 FULLERTON RM 1 AZIMUTH                             0004152.3 |
 ML1066| CN9351 FULLERTON AZ MK                                    0014939.7 |
 ML1066| ML1043 RED CHURCH SPIRE                    APPROX.17.2 KM 0124841.3 |
 ML1066| CN9353 FULLERTON RM 2                       21.512 METERS 09726     |
 ML1066| CN9354 FULLERTON RM 3                       26.510 METERS 18108     |
 ML1066| ML1067 FULLERTON RM 4                       10.149 METERS 27835     |
 ML1066|---------------------------------------------------------------------|
 ML1066
 ML1066                          SUPERSEDED SURVEY CONTROL
 ML1066
 ML1066  ELLIP H (06/25/96)  548.49   (m)                       GP(       ) 1 1
 ML1066  NAD 83(1986)-  41 22 17.18662(N)    098 05 14.18716(W) AD(       ) 1
 ML1066  NAD 27      -  41 22 17.13000(N)    098 05 12.96200(W) AD(       ) 1
 ML1066
 ML1066.Superseded values are not recommended for survey control.
 ML1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1066.See file dsdata.txt to determine how the superseded data were derived.
 ML1066
 ML1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7633080394(NAD 83)
 ML1066_MARKER: DS = TRIANGULATION STATION DISK
 ML1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1066_STAMPING: FULLERTON 1930
 ML1066_MARK LOGO: CGS   
 ML1066_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1066+STABILITY: SURFACE MOTION
 ML1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1066+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 ML1066
 ML1066  HISTORY     - Date     Condition        Report By
 ML1066  HISTORY     - 1930     MONUMENTED       CGS
 ML1066  HISTORY     - 1935     GOOD             NEGS
 ML1066  HISTORY     - 1950     GOOD             CGS
 ML1066  HISTORY     - 19950607 GOOD             NGS
 ML1066  HISTORY     - 20000613 GOOD             NEDR
 ML1066
 ML1066                          STATION DESCRIPTION
 ML1066
 ML1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 ML1066'STATION ABOUT 6 MILES W AND 3/4 MILE N OF FULLERTON IN SW
 ML1066'1/4 OF SEC. 11, T 16 N, R 7 W, ON LAND OWNED BY ELMER DOLSON.
 ML1066'THE STATION IS IN THE CULTIVATED FIELD ON THE W SIDE OF THE
 ML1066'ROAD, 2.66 METERS INSIDE THE FENCE LINE AND 11.78 METERS FROM
 ML1066'THE CENTER LINE OF THE ROAD.
 ML1066'
 ML1066'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 ML1066'DISKS SET IN CONCRETE.
 ML1066'
 ML1066'REFERENCE MARK NO. 1 IS IN A CULTIVATED FIELD, NEAR THE SECTION
 ML1066'CORNER, 0.63 METER FROM THE W FENCE LINE, 0.67 METER FROM THE
 ML1066'N FENCE LINE AND 11.50 METERS FROM THE INTERSECTION OF THE
 ML1066'MAIN ROAD AND THE FARM ROAD THAT JOINS IT FROM THE W.  REFERENCE
 ML1066'MARK NO. 2 IS ON THE E SIDE OF THE MAIN ROAD JUST OPPOSITE
 ML1066'THE STATION AND OUTSIDE OF THE CULTIVATED FIELD, 0.30 METER
 ML1066'FROM THE FENCE LINE, 9.65 METERS FROM THE CENTER LINE OF THE
 ML1066'ROAD AND 21.49 METERS FROM THE STATION.
 ML1066'
 ML1066'TO REACH FROM FULLERTON POST OFFICE GO W ON HIGHWAY 13 FOR
 ML1066'7 MILES TO ROAD RUNNING N ON THE HALF SECTION.  (THERE IS
 ML1066'A SCHOOLHOUSE ON THE S SIDE OF HIGHWAY 13, ABOUT 0.3 MILE
 ML1066'E OF THIS POINT.) TURN N ON THE 1/2-SECTION-LINE ROAD AND
 ML1066'FOLLOW FOR 0.3 MILE AND THE STATION WILL BE FOUND ON THE W SIDE
 ML1066'OF THE ROAD.
 ML1066'
 ML1066'TO REACH FROM WOLBACH FOLLOW HIGHWAY 13 E FOR 19 MILES UNTIL
 ML1066'SCHOOLHOUSE DESCRIBED ABOVE IS SEEN AND THEN TURN N AS NOTED
 ML1066'ABOVE.
 ML1066'
 ML1066'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 ML1066
 ML1066                          STATION RECOVERY (1935)
 ML1066
 ML1066'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 ML1066'STATION WAS RECOVERED IN GOOD CONDITION.  STANDARD STATION
 ML1066'DISK IN CONCRETE BURIED 12 INCHES.  REFERENCE MARKS ARE
 ML1066'STANDARD REFERENCE DISKS PROJECTING ABOUT 6 INCHES ABOVE
 ML1066'GROUND.
 ML1066'
 ML1066'SINCE THE FENCE ON THE W SIDE OF THE SECTION-LINE ROAD HAS
 ML1066'BEEN MOVED OUT THE STATION IS NOW 21.5 FEET W OF SAID FENCE.
 ML1066'IN OTHER RESPECTS THE DESCRIPTION OF THE STATION IS CORRECT.
 ML1066'THE MARK IS ABOUT 0.4 MILE N OF STATE HIGHWAY 22.
 ML1066'
 ML1066'REFERENCE MARK NO. 1 IS AS DESCRIBED EXCEPT THAT IT IS NOT
 ML1066'NEAR SECTION CORNER.  IT IS ABOUT 1/4 MILE S OF THE N 1/4
 ML1066'SECTION CORNER, AND ABOUT 3/4 MILE N OF STATE HIGHWAY 22.
 ML1066'REFERENCE MARK NO. 2 IS AS DESCRIBED.
 ML1066'
 ML1066'IN THE DESCRIPTION OF HOW TO REACH THE STATION FROM FULLERTON
 ML1066'CHANGE HIGHWAY 13 TO READ STATE HIGHWAY 22, AND CHANGE AT
 ML1066'POINT ABOUT 0.3 E OF SCHOOLHOUSE TO AT POINT ABOUT 0.3 MILE
 ML1066'W OF SCHOOLHOUSE.
 ML1066
 ML1066                          STATION RECOVERY (1950)
 ML1066
 ML1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1066'THE STATION WAS RECOVERED AND THE STATION AND REFERENCE MARK
 ML1066'NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 ML1066'WAS DESTROYED BY REQUEST.
 ML1066'
 ML1066'A POWERLINE PASSES DIRECTLY OVER THE STATION MARK AND A TOWER
 ML1066'COULD NOT BE BUILT.
 ML1066'
 ML1066'THREE NEW MARKS WERE SET, REFERENCE MARKS NO. 3 AND NO. 4 AND
 ML1066'AZIMUTH MARK.  REFERENCE MARK NO. 4 WAS USED AS THE ECCENTRIC
 ML1066'STATION.
 ML1066'
 ML1066'A NEW DESCRIPTION FOLLOWS.
 ML1066'
 ML1066'THE STATION IS LOCATED ABOUT 7 MILES WEST OF FULLERTON AND
 ML1066'ON LAND OWNED BY MR. JOE MASLONKA.  IT IS 40 FEET WEST OF THE
 ML1066'APPROXIMATE CENTERLINE OF THE NORTH AND SOUTH ROAD.  THE
 ML1066'MARK IS ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND AND
 ML1066'THE DISK IS STAMPED FULLERTON 1930.
 ML1066'
 ML1066'REFERENCE MARK NO. 2 IS 46 FEET SOUTH OF A TRIANGLE BLAZED
 ML1066'TELEPHONE POLE, 32 FEET EAST OF THE APPROXIMATE CENTERLINE
 ML1066'OF THE ROAD AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE
 ML1066'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FULLERTON NO
 ML1066'2 1930.
 ML1066'
 ML1066'REFERENCE MARK NO. 3 IS 40 FEET WEST OF THE APPROXIMATE
 ML1066'CENTERLINE OF THE ROAD AND 9 FEET NORTH OF A POWERLINE POLE.
 ML1066'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED FULLERTON
 ML1066'NO 3 1950.
 ML1066'
 ML1066'REFERENCE MARK NO. 4 IS 73 FEET WEST OF THE APPROXIMATE
 ML1066'CENTERLINE OF THE ROAD.  THE MARK IS ABOUT 10 INCHES BELOW
 ML1066'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED FULLERTON
 ML1066'NO 4 1950.
 ML1066'
 ML1066'AZIMUTH MARK IS 22 FEET EAST OF THE APPROXIMATE CENTERLINE
 ML1066'OF THE NORTH AND SOUTH ROAD AND 7 FEET SOUTH OF A TELEPHONE
 ML1066'POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 ML1066'THE DISK IS STAMPED FULLERTON 1950.
 ML1066'
 ML1066'TO REACH FROM THE POST OFFICE IN FULLERTON, GO SOUTH AND WEST
 ML1066'ON STATE HIGHWAY 22 FOR 6.4 MILES TO A SCHOOL HOUSE ON THE
 ML1066'LEFT, CONTINUE WEST 0.35 MILE TO A SIDE ROAD RIGHT, TURN
 ML1066'RIGHT (NORTH) 0.4 MILE TO THE STATION ON THE LEFT OR WEST
 ML1066'SIDE OF THE ROAD.
 ML1066'
 ML1066'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.5 MILE
 ML1066'TO THE MARK ON THE RIGHT OR EAST SIDE OF THE ROAD.
 ML1066'
 ML1066'OBSERVATIONS TAKEN FROM A 4 FT. STAND.
 ML1066
 ML1066                          STATION RECOVERY (1995)
 ML1066
 ML1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML1066'THE MARK IS LOCATED ABOUT 7 MI (11.3 KM) SOUTH OF BELGRADE, 6 MI (9.7
 ML1066'KM) WEST OF FULLERTON, 0.4 MI (0.6 KM) NORTH OF STATE HIGHWAY 22, ON
 ML1066'THE WEST RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD AND IN THE SE1/4,
 ML1066'SEC11, T16N, R7W.  TO REACH THE MARK FROM THE SOUTH JUNCTION OF STATE
 ML1066'HIGHWAYS 14 AND 22 IN FULLERTON, GO WEST ON HIGHWAY 22 FOR 5.85 MI
 ML1066'(9.41 KM) TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A
 ML1066'GRAVELED COUNTY ROAD FOR 0.35 MI (0.56 KM) TO THE MARK ON THE LEFT,
 ML1066'ABOUT 0.25 MI (0.40 KM) EAST-SOUTHEAST FROM A FARM HOUSE. THE DISK IS
 ML1066'SET INTO THE TOP OF A MASSIVE SQUARE CONCRETE MONUMENT THAT IS
 ML1066'RECESSED 1.5 FT (0.5 M) BELOW THE GROUND SURFACE.  IT IS 249.5 FT
 ML1066'(76.0 M) SOUTH OF THE CENTERLINE OF A DRIVE LEADING TO THE FARMHOUSE,
 ML1066'93.4 FT (28.5 M) NORTH OF A UTILITY POLE, 39.5 FT (12.0 M) WEST OF THE
 ML1066'CENTERLINE OF THE ROAD, 2.8 FT (0.9 M) SOUTH OF A WITNESS POST, 2.8 FT
 ML1066'(0.9 M) NORTH OF A WITNESS POST, 1.0 FT (0.3 M) EAST OF THE WEST
 ML1066'RIGHT-OF-WAY FENCE AND IS ABOUT LEVEL WITH THE ROAD.  REBAR WAS DRIVEN
 ML1066'ALONG THE EAST SIDE OF THE MARK.
 ML1066
 ML1066                          STATION RECOVERY (2000)
 ML1066
 ML1066'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 ML1066'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1067 ***********************************************************************
 ML1067  DESIGNATION -  FULLERTON RM 4
 ML1067  PID         -  ML1067
 ML1067  STATE/COUNTY-  NE/NANCE
 ML1067  USGS QUAD   -  BELGRADE SE (1955)
 ML1067
 ML1067                         *CURRENT SURVEY CONTROL
 ML1067  ___________________________________________________________________
 ML1067* NAD 83(1995)-  41 22 17.22993(N)    098 05 14.61537(W)     ADJUSTED  
 ML1067* NAVD 88     -       573.     (meters)    1880.     (feet)  SCALED    
 ML1067  ___________________________________________________________________
 ML1067  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 ML1067  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 ML1067
 ML1067  HORZ ORDER  -  SECOND
 ML1067
 ML1067.The horizontal coordinates were established by classical geodetic methods
 ML1067.and adjusted by the National Geodetic Survey in August 1997..
 ML1067
 ML1067.The orthometric height was scaled from a topographic map.
 ML1067
 ML1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1067
 ML1067.The geoid height was determined by GEOID03.
 ML1067
 ML1067;                    North         East     Units Scale Factor Converg.
 ML1067;SPC NE       -   172,539.340   659,943.496   MT  0.99966133   +1 16 02.9
 ML1067;UTM  14      - 4,580,394.918   576,319.538   MT  0.99967168   +0 36 11.5
 ML1067
 ML1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1067!SPC NE       -   0.99991398  x   0.99966133  =   0.99957534
 ML1067!UTM  14      -   0.99991398  x   0.99967168  =   0.99958569
 ML1067
 ML1067:                Primary Azimuth Mark                     Grid Az
 ML1067:SPC NE       -  FULLERTON RM 1 AZIMUTH                   000 24 28.8
 ML1067:UTM  14      -  FULLERTON RM 1 AZIMUTH                   001 04 20.2
 ML1067
 ML1067|---------------------------------------------------------------------|
 ML1067| PID    Reference Object                     Distance      Geod. Az  |
 ML1067|                                                           dddmmss.s |
 ML1067| CN9352 FULLERTON RM 1 AZIMUTH                             0014031.7 |
 ML1067| MK1577 GENOA                               APPROX.22.7 KM 0730418.7 |
 ML1067| CN9353 FULLERTON RM 2                       31.655 METERS 09748     |
 ML1067| ML1066 FULLERTON                            10.149 METERS 09835     |
 ML1067| CN9354 FULLERTON RM 3                       29.579 METERS 16115     |
 ML1067|---------------------------------------------------------------------|
 ML1067
 ML1067                          SUPERSEDED SURVEY CONTROL
 ML1067
 ML1067  NAD 83(1986)-  41 22 17.23572(N)    098 05 14.61899(W) AD(       ) 2
 ML1067  NAD 27      -  41 22 17.17900(N)    098 05 13.39400(W) AD(       ) 2
 ML1067
 ML1067.Superseded values are not recommended for survey control.
 ML1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1067.See file dsdata.txt to determine how the superseded data were derived.
 ML1067
 ML1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7632080395(NAD 83)
 ML1067_MARKER: DS = TRIANGULATION STATION DISK
 ML1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ML1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1067+STABILITY: SURFACE MOTION
 ML1067
 ML1067  HISTORY     - Date     Condition        Report By
 ML1067  HISTORY     - 1950     MONUMENTED       CGS
 ML1067
 ML1067                          STATION DESCRIPTION
 ML1067
 ML1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1067'THE STATION IS LOCATED ABOUT 7 MILES WEST OF FULLERTON ON LAND
 ML1067'OWNED BY MR. JOE MASLONKA.  IT IS 80 FEET SOUTHWEST OF A TRIANGLE
 ML1067'BLAZED TELEPHONE POLE, 73 FEET WEST OF THE APPROXIMATE CENTERLINE
 ML1067'OF A NORTH AND SOUTH ROAD, AND ABOUT 35 FEET WEST OF THE
 ML1067'WEST ROAD DITCH.  THE MARK IS SET ABOUT 10 INCHES BELOW THE
 ML1067'SURFACE OF THE GROUND AND THE DISK IS STAMPED FULLERTON NO
 ML1067'4 1950.
 ML1067'
 ML1067'FULLERTON 1930 IS 40 FEET WEST OF THE APPROXIMATE CENTERLINE
 ML1067'OF THE NORTH AND SOUTH ROAD.  IT IS SET ABOUT 18 INCHES BELOW
 ML1067'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED FULLERTON 1930.
 ML1067'
 ML1067'A TRAVERSE CONNECTION WAS MADE FROM FULLERTON 1930 TO FULLERTON
 ML1067'NO. 4.  THE DISTANCE IS AS SHOWN ABOVE.
 ML1067'
 ML1067'REFERENCE MARK NO. 2 IS 32 FEET EAST OF THE APPROXIMATE CENTERLINE
 ML1067'OF THE NORTH AND SOUTH ROAD, 46 FEET SOUTH OF A TRIANGLE BLAZED
 ML1067'TELEPHONE POLE AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE
 ML1067'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FULLERTON NO 2
 ML1067'1930.
 ML1067'
 ML1067'REFERENCE MARK NO. 3 IS 40 FEET WEST OF THE APPROXIMATE CENTERLINE
 ML1067'OF THE NORTH AND SOUTH ROAD AND 9 FEET NORTH OF A POWERLINE POLE.
 ML1067'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED FULLERTON
 ML1067'NO 3 1950.
 ML1067'
 ML1067'THIS MARK WAS USED AS AN ECCENTRIC STATION DUE TO A POWERLINE
 ML1067'PASSING OVER THE 1930 STATION MARK AND A TOWER COULD NOT BE
 ML1067'BUILT.
 ML1067'
 ML1067'*REFERENCE MARK NO. 1 WAS DESTROYED AFTER THE STATION WAS
 ML1067'OCCUPIED AND THE NEW 1950 AZIMUTH MARK WAS NOT CUT IN FROM
 ML1067'THIS POINT.
 ML1067'
 ML1067'*AZIMUTH MARK IS 22 FEET EAST OF THE APPROXIMATE CENTERLINE
 ML1067'OF THE ROAD AND 7 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS
 ML1067'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 ML1067'FULLERTON 1950.
 ML1067'
 ML1067'TO REACH FROM THE POST OFFICE IN FULLERTON, GO SOUTH AND WEST
 ML1067'ON STATE HIGHWAY 22 FOR 6.4 MILES TO A SCHOOL HOUSE ON THE LEFT,
 ML1067'CONTINUE WEST 0.35 MILE TO A SIDE ROAD RIGHT, TURN RIGHT (NORTH)
 ML1067'0.4 MILE TO THE STATION ON THE LEFT OR WEST SIDE OF THE ROAD.
 ML1067'
 ML1067'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.5 MILE
 ML1067'TO THE MARK ON THE RIGHT OR EAST SIDE OF THE ROAD.
 ML1067'
 ML1067'A 4 FT. SIGNAL AT BLUFF IS V.G.
 ML1067'
 ML1067'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1370 ***********************************************************************
 LH1370  DESIGNATION -  FUNK 2
 LH1370  PID         -  LH1370
 LH1370  STATE/COUNTY-  NE/PHELPS
 LH1370  USGS QUAD   -  HOLDREGE EAST (1970)
 LH1370
 LH1370                         *CURRENT SURVEY CONTROL
 LH1370  ___________________________________________________________________
 LH1370* NAD 83(1995)-  40 27 09.25574(N)    099 17 47.81055(W)     ADJUSTED  
 LH1370* NAVD 88     -       702.6    (meters)    2305.     (feet)  VERTCON   
 LH1370  ___________________________________________________________________
 LH1370  X           -    -785,235.473 (meters)                     COMP
 LH1370  Y           -  -4,796,924.741 (meters)                     COMP
 LH1370  Z           -   4,116,793.438 (meters)                     COMP
 LH1370  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LH1370  ELLIP HEIGHT-         677.83  (meters)          (06/27/02) GPS OBS
 LH1370  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 LH1370
 LH1370  HORZ ORDER  -  THIRD
 LH1370  ELLP ORDER  -  FOURTH    CLASS I
 LH1370
 LH1370.The horizontal coordinates were established by classical geodetic methods
 LH1370.and adjusted by the National Geodetic Survey in August 1997..
 LH1370.No horizontal observational check was made to the station.
 LH1370
 LH1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1370
 LH1370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1370
 LH1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1370
 LH1370.The ellipsoidal height was determined by GPS observations
 LH1370.and is referenced to NAD 83.
 LH1370
 LH1370.The geoid height was determined by GEOID03.
 LH1370
 LH1370;                    North         East     Units Scale Factor Converg.
 LH1370;SPC NE       -    68,997.294   559,655.384   MT  0.99982599   +0 27 58.1
 LH1370;UTM  14      - 4,478,032.386   474,849.039   MT  0.99960779   -0 11 32.8
 LH1370
 LH1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1370!SPC NE       -   0.99989368  x   0.99982599  =   0.99971969
 LH1370!UTM  14      -   0.99989368  x   0.99960779  =   0.99950151
 LH1370
 LH1370:                Primary Azimuth Mark                     Grid Az
 LH1370:SPC NE       -  FUNK FRIDHEM LUTHERAN CH CROSS           071 59 17.5
 LH1370:UTM  14      -  FUNK FRIDHEM LUTHERAN CH CROSS           072 38 48.4
 LH1370
 LH1370|---------------------------------------------------------------------|
 LH1370| PID    Reference Object                     Distance      Geod. Az  |
 LH1370|                                                           dddmmss.s |
 LH1370| LH1348 FUNK FRIDHEM LUTHERAN CH CROSS      APPROX. 4.2 KM 0722715.6 |
 LH1370| CN9359 FUNK 2 AZ MK                                       0734515.5 |
 LH1370| CN9361 FUNK 2 RM 4                          11.785 METERS 07504     |
 LH1370| CN9360 FUNK RM 3                             9.291 METERS 26145     |
 LH1370| LH1368 FUNK RESET                           23.786 METERS 33337     |
 LH1370|---------------------------------------------------------------------|
 LH1370
 LH1370                          SUPERSEDED SURVEY CONTROL
 LH1370
 LH1370  ELLIP H (08/18/97)  677.88   (m)                       GP(       ) 4 1
 LH1370  NAD 83(1986)-  40 27 09.26240(N)    099 17 47.80373(W) AD(       ) 3
 LH1370  NAD 27      -  40 27 09.22424(N)    099 17 46.45054(W) AD(       ) 3
 LH1370  NGVD 29 (02/23/90)  702.4    (m)         2304.     (f) GPS OBS        
 LH1370
 LH1370.Superseded values are not recommended for survey control.
 LH1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1370.See file dsdata.txt to determine how the superseded data were derived.
 LH1370
 LH1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7484978032(NAD 83)
 LH1370_MARKER: DS = TRIANGULATION STATION DISK
 LH1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1370_SP_SET: CONCRETE POST
 LH1370_STAMPING: FUNK 2 1965
 LH1370_MARK LOGO: CGS   
 LH1370_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1370+STABILITY: SURFACE MOTION
 LH1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1370+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1989
 LH1370
 LH1370  HISTORY     - Date     Condition        Report By
 LH1370  HISTORY     - 1965     MONUMENTED       CGS
 LH1370  HISTORY     - 1965     GOOD             CGS
 LH1370  HISTORY     - 19890505 GOOD             NGS
 LH1370
 LH1370                          STATION DESCRIPTION
 LH1370
 LH1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LH1370'THE STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF HOLDREGE,
 LH1370'2-1/2 MILES WEST-SOUTHWEST OF FUNK, ON THE SOUTH RIGHT-OF-WAY OF
 LH1370'STATE HIGHWAYS 6 AND 34, AND ABOUT 200 YARDS NORTHWEST OF A
 LH1370'PHILLIPS 66 AGRICULTURE AMMONIA PLANT.
 LH1370'
 LH1370'TO REACH THE STATION FROM THE POST OFFICE IN HOLDREGE, GO SOUTH
 LH1370'FOR 0.05 MILE TO U.S. HIGHWAYS 6 AND 34.  TURN LEFT AND GO
 LH1370'EAST-NORTHEAST ON U.S. HIGHWAYS 6 AND 34 FOR 4.0 MILES TO A
 LH1370'T-ROAD LEADING SOUTH TO THE PHILLIPS 66 PLANT AND THE STATION ON
 LH1370'THE RIGHT.
 LH1370'
 LH1370'STATION MARKS ARE STANDARD DISKS STAMPED FUNK 2 1965.  THE SURFACE
 LH1370'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LH1370'4 INCHES.  IT IS 43.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS
 LH1370'6 AND 34, 44 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK,
 LH1370'AND 2 FEET EAST OF A METAL WITNESS POST, AND 79 FEET EAST OF THE
 LH1370'CENTER OF THE ROAD LEADING SOUTH.  THE UNDERGROUND DISK IS
 LH1370'SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 LH1370'SURFACE OF THE GROUND.
 LH1370'
 LH1370'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FUNK NO 3 1951,
 LH1370'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LH1370'6 INCHES.  IT IS 48.5 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 LH1370'TRACK, 58.5 FEET EAST OF THE CENTER OF THE ROAD LEADING SOUTH,
 LH1370'AND 1.5 FEET EAST OF A WOODEN WITNESS POST.  NOTE- THE ARROW ON
 LH1370'THE DISK IS POINTING NORTH.
 LH1370'
 LH1370'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED FUNK 2 NO 4 1965,
 LH1370'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 LH1370'INCHES.  IT IS 43 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK,
 LH1370'44.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND 1.5 FEET WEST
 LH1370'OF A WOODEN WITNESS POST WITH A METAL SIGN ATTACHED.
 LH1370'
 LH1370'AZIMUTH MARK, A STANDARD DISK STAMPED FUNK 2 1965, IS SET IN THE
 LH1370'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 LH1370'50 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 6 AND 34, 36.5 FEET
 LH1370'NORTH OF THE NORTH RAIL OF RAILROAD TRACK, 13 FEET WEST OF A
 LH1370'PRIVATE ROAD CROSSING, AND 1.5 FEET WEST OF A METAL WITNESS POST.
 LH1370'
 LH1370'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 LH1370'HIGHWAYS 6 AND 34 FOR 0.55 MILE TO THE MARK ON THE RIGHT.
 LH1370
 LH1370                          STATION RECOVERY (1965)
 LH1370
 LH1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LH1370'RECOVERED IN GOOD CONDITION.
 LH1370
 LH1370                          STATION RECOVERY (1989)
 LH1370
 LH1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1370'THE STATION IS LOCATED ABOUT 18.6 KM (11.55 MI) WEST OF AXTELL, 6.1 KM
 LH1370'(3.80 MI) EAST OF HOLDREDGE, 4.1 KM (2.55 MI) WEST OF FUNK , IN THE
 LH1370'SOUTHERN RIGHT-OF-WAY OF U.S. HIGHWAY 6 AND 34, NEAR MILEPOST 163.
 LH1370'OWNERSHIP--NE DEPT OF ROADS.
 LH1370'TO REACH THE STATION FROM THE CO-OP GRAIN ELEVATORS LOCATED ALONG U.S.
 LH1370'HIGHWAY 6 AND 34 IN FUNK, GO WEST ON U.S. HIGHWAY 6 AND 34 FOR 4.10 KM
 LH1370'(2.55 MI) TO THE STATION ON THE LEFT, SET IN THE GRASS MEDIAN
 LH1370'SEPARATING THE HIGHWAY AND THE WAC RAILROAD TRACKS AND NORTHEAST OF A
 LH1370'RAILROAD CROSSING.
 LH1370'THE STATION MARK IS SET 27.4 M (89.9 FT) EAST OF THE APPROXIMATE
 LH1370'CENTER OF A GRAVEL ROAD LEADING SOUTH TO THE RAILROAD CROSSING, 13.5 M
 LH1370'(44.3 FT) NORTH OF THE NORTH RAIL OF THE TRACK, 13.2 M (43.3 FT) SOUTH
 LH1370'AND 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY CENTERLINE, 9.2 M (30.2 FT)
 LH1370'EAST-SOUTHEAST OF A CGS REFERENCE MARK DISK STAMPED ---FUNK NO.3
 LH1370'1951--- SET IN A ROUND CONCRET MONUMENT AT MILEPOST 163, BETWEEN TWO
 LH1370'WITNESS POSTS AND PROJECTS 5 CM ABOVE THE SURFACE.
 LH1370'DESCRIBED BY E.A.RICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1348 ***********************************************************************
 LH1348  DESIGNATION -  FUNK FRIDHEM LUTHERAN CH CROSS
 LH1348  PID         -  LH1348
 LH1348  STATE/COUNTY-  NE/PHELPS
 LH1348  USGS QUAD   -  AXTELL WEST (1970)
 LH1348
 LH1348                         *CURRENT SURVEY CONTROL
 LH1348  ___________________________________________________________________
 LH1348* NAD 83(1995)-  40 27 50.70564(N)    099 14 56.02075(W)     ADJUSTED  
 LH1348* NAVD 88     -                                                        
 LH1348  ___________________________________________________________________
 LH1348  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 LH1348  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 LH1348
 LH1348  HORZ ORDER  -  THIRD
 LH1348
 LH1348.The horizontal coordinates were established by classical geodetic methods
 LH1348.and adjusted by the National Geodetic Survey in August 1997..
 LH1348
 LH1348
 LH1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1348
 LH1348.The geoid height was determined by GEOID03.
 LH1348
 LH1348;                    North         East     Units Scale Factor Converg.
 LH1348;SPC NE       -    70,309.603   563,691.345   MT  0.99982236   +0 29 51.9
 LH1348;UTM  14      - 4,479,297.917   478,898.943   MT  0.99960548   -0 09 41.5
 LH1348
 LH1348                          SUPERSEDED SURVEY CONTROL
 LH1348
 LH1348  NAD 83(1986)-  40 27 50.71005(N)    099 14 56.02072(W) AD(       ) 4
 LH1348  NAD 27      -  40 27 50.66800(N)    099 14 54.68200(W) AD(       ) 3
 LH1348
 LH1348.Superseded values are not recommended for survey control.
 LH1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1348.See file dsdata.txt to determine how the superseded data were derived.
 LH1348
 LH1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7889979298(NAD 83)
 LH1348_MARKER: 91 = CHURCH CROSS
 LH1348
 LH1348  HISTORY     - Date     Condition        Report By
 LH1348  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1348
 LH1348                          STATION DESCRIPTION
 LH1348
 LH1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1348'THE STATION IS LOCATED IN THE NORTH-CENTRAL PART OF FUNK.
 LH1348'IT IS 70.0 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET
 LH1348'AND 70.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET.
 LH1348'IT HAS A SILVER COLORED SPIRE WITH A CROSS ABOUT 6 FEET HIGH
 LH1348'AT ITS TOP.  IT HAS AN OVERALL HEIGHT OF ABOUT 75.0 FEET.
 LH1348'
 LH1348'THE CROSS AT THE TOP OF THE SPIRE WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1368 ***********************************************************************
 LH1368  DESIGNATION -  FUNK RESET
 LH1368  PID         -  LH1368
 LH1368  STATE/COUNTY-  NE/PHELPS
 LH1368  USGS QUAD   -  HOLDREGE EAST (1970)
 LH1368
 LH1368                         *CURRENT SURVEY CONTROL
 LH1368  ___________________________________________________________________
 LH1368* NAD 83(1995)-  40 27 09.94657(N)    099 17 48.25910(W)     ADJUSTED  
 LH1368* NAVD 88     -       702.     (meters)    2303.     (feet)  SCALED    
 LH1368  ___________________________________________________________________
 LH1368  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LH1368  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 LH1368
 LH1368  HORZ ORDER  -  THIRD
 LH1368
 LH1368.The horizontal coordinates were established by classical geodetic methods
 LH1368.and adjusted by the National Geodetic Survey in August 1997..
 LH1368
 LH1368.The orthometric height was scaled from a topographic map.
 LH1368
 LH1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1368
 LH1368.The geoid height was determined by GEOID03.
 LH1368
 LH1368;                    North         East     Units Scale Factor Converg.
 LH1368;SPC NE       -    69,018.513   559,644.644   MT  0.99982593   +0 27 57.8
 LH1368;UTM  14      - 4,478,053.722   474,838.545   MT  0.99960779   -0 11 33.1
 LH1368
 LH1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1368!SPC NE       -   0.99989375  x   0.99982593  =   0.99971970
 LH1368!UTM  14      -   0.99989375  x   0.99960779  =   0.99950159
 LH1368
 LH1368:                Primary Azimuth Mark                     Grid Az
 LH1368:SPC NE       -  FUNK FRIDHEM LUTHERAN CH CROSS           072 18 18.6
 LH1368:UTM  14      -  FUNK FRIDHEM LUTHERAN CH CROSS           072 57 49.5
 LH1368
 LH1368|---------------------------------------------------------------------|
 LH1368| PID    Reference Object                     Distance      Geod. Az  |
 LH1368|                                                           dddmmss.s |
 LH1368| LH1348 FUNK FRIDHEM LUTHERAN CH CROSS      APPROX. 4.2 KM 0724616.4 |
 LH1368| CN9359 FUNK 2 AZ MK                                       0751348.8 |
 LH1368| LH1370 FUNK 2                               23.786 METERS 15337     |
 LH1368| CN9358 FUNK RM 3                            22.656 METERS 17628     |
 LH1368| CN9356 FUNK RM 1                            22.683 METERS 17633     |
 LH1368| CN9355 FUNK AZ MK                                         2484856.8 |
 LH1368| CN9357 FUNK RM 2                            20.982 METERS 25828     |
 LH1368|---------------------------------------------------------------------|
 LH1368
 LH1368                          SUPERSEDED SURVEY CONTROL
 LH1368
 LH1368  NAD 83(1986)-  40 27 09.95323(N)    099 17 48.25228(W) AD(       ) 3
 LH1368  NAD 27      -  40 27 09.91500(N)    099 17 46.89900(W) AD(       ) 3
 LH1368
 LH1368.Superseded values are not recommended for survey control.
 LH1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1368.See file dsdata.txt to determine how the superseded data were derived.
 LH1368
 LH1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7483978054(NAD 83)
 LH1368_MARKER: DS = TRIANGULATION STATION DISK
 LH1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1368
 LH1368  HISTORY     - Date     Condition        Report By
 LH1368  HISTORY     - 1951     MONUMENTED       CGS
 LH1368  HISTORY     - 1959     POOR             CGS
 LH1368  HISTORY     - 1965     POOR             CGS
 LH1368
 LH1368                          STATION DESCRIPTION
 LH1368
 LH1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1368'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 34 AND
 LH1368'6, ABOUT 4 MILES EAST-NORTHEAST OF HOLDREGE AND 2.5 MILES
 LH1368'WEST-SOUTHWEST OF FUNK.  IT IS 33.5 FEET NORTH OF THE CENTER OF
 LH1368'U.S. HIGHWAYS 34 AND 6, 6 FEET SOUTH OF AN EAST-WEST FENCE LINE
 LH1368'AND 6 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED FUNK 1951 AND
 LH1368'IS SET FLUSH.
 LH1368'
 LH1368'REFERENCE MARK NO. 1 IS 48.6 FEET NORTH OF THE NORTH RAIL OF A
 LH1368'RAILROAD AND 41 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 34
 LH1368'AND 6.  IT IS STAMPED FUNK NO 1 1951 AND IS SET FLUSH.
 LH1368'
 LH1368'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE CENTER OF U.S.
 LH1368'HIGHWAYS 34 AND 6 AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 LH1368'IT IS STAMPED FUNK NO 2 1951 AND PROJECTS 6 INCHES.
 LH1368'
 LH1368'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LH1368'NO. 2 IS 94.0 FEET.
 LH1368'
 LH1368'THE AZIMUTH MARK IS LOCATED 48.5 FEET SOUTH OF THE SOUTH RAIL
 LH1368'OF A RAILROAD, 43 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT
 LH1368'ROAD, 1 FOOT NORTHEAST OF A FENCE CORNER POST AND 1 FOOT EAST
 LH1368'OF A WITNESS POST.  IT IS STAMPED FUNK 1951 AND PROJECTS 3
 LH1368'INCHES.
 LH1368'
 LH1368'TO REACH THE STATION FROM THE POST OFFICE IN HOLDREGE, GO SOUTH
 LH1368'ON PAVED STREET FOR 0.05 MILE TO U.S. HIGHWAYS 34 AND 6, TURN
 LH1368'LEFT AND GO EAST AND NORTHEAST ON U.S. HIGHWAYS 34 AND 6 FOR 4.0
 LH1368'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LH1368'
 LH1368'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-SOUTHWEST ON
 LH1368'U.S. HIGHWAYS 34 AND 6 FOR 0.4 MILE TO A CROSSROAD, TURN LEFT
 LH1368'AND GO SOUTH ON A DIRT ROAD FOR 0.05 MILE TO A RAILROAD TRACKS
 LH1368'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LH1368'
 LH1368'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1368
 LH1368                          STATION RECOVERY (1959)
 LH1368
 LH1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LH1368'THE SURFACE STATION MARK WAS FOUND ALONG THE SIDE OF THE HIGHWAY
 LH1368'AND REFERENCE MARK NO. 1 HAD BEEN HIT BY ROAD MACHINERY AND THE
 LH1368'TOP KNOCKED OFF.  THE AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 LH1368'RECOVERED AS DESCRIBED.  THE UNDERGROUND STATION MARK WAS
 LH1368'RECOVERED AND THE SURFACE STATION MARK WAS REPLACED AND REFERENCE
 LH1368'MARK NO. 3 WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 LH1368'
 LH1368'STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF HOLDREGE AND
 LH1368'2 AND 1/2 MILES WEST-SOUTHWEST OF FUNK ON THE RIGHT-OF-WAY OF
 LH1368'U.S. HIGHWAYS 6 AND 34 AND ABOUT 200 YARDS NORTHWEST OF A NEW
 LH1368'PHILLIPS 66 AGRICULTURE AMMONIA PLANT, 188 FEET EAST OF A POWER
 LH1368'POLE, 154 FEET EAST OF THE EAST ONE OF TWO TREES, 77 FEET
 LH1368'EAST-NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAYS 6 AND 34
 LH1368'AND A GRAVEL ROAD LEADING SOUTH TO THE PHILLIPS 66 PLANT, 33.5
 LH1368'FEET NORTH OF THE CENTER OF U.S. HIGHWAYS 6 AND 34, AND 2 FEET
 LH1368'WEST OF A NEW WITNESS POST SIGN.  THE MARK PROJECTS 2 INCHES
 LH1368'AND THE DISK IS STAMPED FUNK 1951.
 LH1368'
 LH1368'TO REACH THE STATION FROM THE POST OFFICE IN HOLDREGE, GO SOUTH
 LH1368'FOR 0.05 MILE TO U.S. HIGHWAYS 6 AND 34.  TURN LEFT AND GO
 LH1368'EAST-NORTHEAST ON U.S. HIGHWAYS 6 AND 34 FOR 4.0 MILES TO A
 LH1368'T-ROAD LEADING SOUTH TO PHILLIPS 66 PLANT ON THE RIGHT AND THE
 LH1368'STATION ON THE LEFT AS DESCRIBED.
 LH1368'
 LH1368'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 119 FEET EAST OF
 LH1368'POWER POLE, 85 FEET OF THE EAST ONE OF TWO TREES, 39 FEET NORTH
 LH1368'OF THE CENTER OF U.S. HIGHWAYS 6 AND 34, AND 1.5 FEET EAST OF A
 LH1368'WITNESS POST WHICH PROJECTS 4 FEET.  THE MARK PROJECTS 4 INCHES
 LH1368'AND THE DISK IS STAMPED FUNK NO 2 1951.
 LH1368'
 LH1368'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION, 55 FEET EAST OF THE
 LH1368'CENTER OF GRAVEL ROAD, 48 FEET NORTH OF THE NORTH RAIL OF
 LH1368'RAILROAD TRACK, 39 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 6
 LH1368'AND 34, AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 LH1368'PROJECTS 10 INCHES AND THE DISK IS STAMPED FUNK NO 3 1951.
 LH1368'
 LH1368'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION ALONG RAILROAD
 LH1368'RIGHT-OF-WAY, 48.5 FEET SOUTH OF THE SOUTH RAIL OF TRACKS,
 LH1368'43 FEET EAST OF THE CENTER OF NORTH-SOUTH GRAVEL ROAD, 1 FOOT
 LH1368'NORTHEAST OF A FENCE CORNER, AND 1 FOOT EAST OF A WHITE WITNESS
 LH1368'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FUNK
 LH1368'1951.
 LH1368'
 LH1368'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-SOUTHWEST ON
 LH1368'U.S. HIGHWAYS 6 AND 34 FOR 0.4 MILE TO CROSSROAD.  TURN LEFT OR
 LH1368'SOUTH ACROSS THE RAILROAD TRACKS TO THE AZIMUTH MARK ON THE LEFT
 LH1368'AS DESCRIBED.
 LH1368
 LH1368                          STATION RECOVERY (1965)
 LH1368
 LH1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LH1368'DUE TO ROAD CONSTRUCTION ON U.S. HIGHWAYS 6 AND 34 THE STATION
 LH1368'MARK AND REFERENCE MARK NO. 2 HAD TO BE MOVED.  THE AZIMUTH MARK
 LH1368'WAS RECOVERED AND FOUND IN GOOD CONDITION, THE LINE OF SIGHT WAS
 LH1368'OBSTRUCTED AND THE MARK WAS DESTROYED BY THIS PARTY.
 LH1368'
 LH1368'FUNK 2 1965 WAS ESTABLISHED AND REFERENCE MARK NO. 3 WAS USED
 LH1368'FOR THIS STATION.
 LH1368'
 LH1368'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 LH1368'WERE DESTROYED.
 LH1368'
 LH1368'FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR TRIANGULATION
 LH1368'STATION FUNK 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0259 ***********************************************************************
 LH0259  DESIGNATION -  G
 LH0259  PID         -  LH0259
 LH0259  STATE/COUNTY-  NE/WEBSTER
 LH0259  USGS QUAD   -  BLUE HILL (1969)
 LH0259
 LH0259                         *CURRENT SURVEY CONTROL
 LH0259  ___________________________________________________________________
 LH0259* NAD 83(1986)-  40 15 34.     (N)    098 26 39.     (W)     SCALED    
 LH0259* NAVD 88     -       593.980  (meters)    1948.75   (feet)  ADJUSTED  
 LH0259  ___________________________________________________________________
 LH0259  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 LH0259  DYNAMIC HT  -         593.617 (meters)    1947.56  (feet)  COMP
 LH0259  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 LH0259
 LH0259  VERT ORDER  -  FIRST     CLASS II
 LH0259
 LH0259.The horizontal coordinates were scaled from a topographic map and have
 LH0259.an estimated accuracy of +/- 6 seconds.
 LH0259
 LH0259.The orthometric height was determined by differential leveling
 LH0259.and adjusted by the National Geodetic Survey in June 1991..
 LH0259
 LH0259.The geoid height was determined by GEOID03.
 LH0259
 LH0259.The dynamic height is computed by dividing the NAVD 88
 LH0259.geopotential number by the normal gravity value computed on the
 LH0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0259.degrees latitude (g = 980.6199 gals.).
 LH0259
 LH0259.The modeled gravity was interpolated from observed gravity values.
 LH0259
 LH0259;                    North         East    Units  Estimated Accuracy
 LH0259;SPC NE       -    48,500.      632,330.      MT  (+/- 180 meters Scaled)
 LH0259
 LH0259                          SUPERSEDED SURVEY CONTROL
 LH0259
 LH0259  NGVD 29 (??/??/92)  593.746  (m)         1947.98   (f) ADJ UNCH    1 2
 LH0259
 LH0259.Superseded values are not recommended for survey control.
 LH0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0259.See file dsdata.txt to determine how the superseded data were derived.
 LH0259
 LH0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK472567(NAD 83)
 LH0259_MARKER: Z = SEE DESCRIPTION
 LH0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0259_SP_SET: STONE POST
 LH0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0259+STABILITY: SURFACE MOTION
 LH0259
 LH0259  HISTORY     - Date     Condition        Report By
 LH0259  HISTORY     - UNK      MONUMENTED       CGS
 LH0259  HISTORY     - 1947     GOOD             NGS
 LH0259  HISTORY     - 1981     GOOD             NGS
 LH0259
 LH0259                          STATION DESCRIPTION
 LH0259
 LH0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0259'5.3 MI S FROM BLUE HILL.
 LH0259'5.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0259'FROM THE STATION AT BLUE HILL, APPROXIMATELY 0.3 MILE SOUTHWEST
 LH0259'OF A HOUSE OWNED BY J.D. JOHNSON, 0.25 MILE SOUTH OF A ROAD LEADING
 LH0259'TO THE EAST FROM A ROAD THAT PARALLELS THE RAILWAY 419.0 FEET
 LH0259'SOUTH OF THE WEST END OF A 14 INCH IRON CULVERT AT THE BOTTOM
 LH0259'OF A LARGE DIRT FILL, 55.4 FEET NORTH OF A FENCE CORNER, 37.5
 LH0259'FEET WEST OF THE WEST RAIL, 4.7 FEET EAST OF A FENCE, 3.0 FEET
 LH0259'SOUTH OF A REFERENCE POST, THE BOTTOM OF A SQUARE HOLE IN
 LH0259'THE TOP OF A LIMESTONE POST SURROUNDED BY THE LETTERS USBM
 LH0259'AND PROJECTING 0.4 FOOT ABOVE THE SURFACE OF THE GROUND.
 LH0259
 LH0259                          STATION RECOVERY (1981)
 LH0259
 LH0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1405 ***********************************************************************
 MK1405  DESIGNATION -  G 1
 MK1405  PID         -  MK1405
 MK1405  STATE/COUNTY-  NE/PLATTE
 MK1405  USGS QUAD   -  MONROE (1958)
 MK1405
 MK1405                         *CURRENT SURVEY CONTROL
 MK1405  ___________________________________________________________________
 MK1405* NAD 83(1986)-  41 28 11.     (N)    097 31 09.     (W)     SCALED    
 MK1405* NAVD 88     -       454.921  (meters)    1492.52   (feet)  ADJUSTED  
 MK1405  ___________________________________________________________________
 MK1405  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 MK1405  DYNAMIC HT  -         454.720 (meters)    1491.86  (feet)  COMP
 MK1405  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 MK1405
 MK1405  VERT ORDER  -  FIRST     CLASS II
 MK1405
 MK1405.The horizontal coordinates were scaled from a topographic map and have
 MK1405.an estimated accuracy of +/- 6 seconds.
 MK1405
 MK1405.The orthometric height was determined by differential leveling
 MK1405.and adjusted by the National Geodetic Survey in June 1991..
 MK1405
 MK1405.The geoid height was determined by GEOID03.
 MK1405
 MK1405.The dynamic height is computed by dividing the NAVD 88
 MK1405.geopotential number by the normal gravity value computed on the
 MK1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1405.degrees latitude (g = 980.6199 gals.).
 MK1405
 MK1405.The modeled gravity was interpolated from observed gravity values.
 MK1405
 MK1405;                    North         East    Units  Estimated Accuracy
 MK1405;SPC NE       -   184,650.      707,140.      MT  (+/- 180 meters Scaled)
 MK1405
 MK1405                          SUPERSEDED SURVEY CONTROL
 MK1405
 MK1405  NGVD 29 (??/??/92)  454.735  (m)         1491.91   (f) ADJ UNCH    1 2
 MK1405
 MK1405.Superseded values are not recommended for survey control.
 MK1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1405.See file dsdata.txt to determine how the superseded data were derived.
 MK1405
 MK1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL236919(NAD 83)
 MK1405_MARKER: DB = BENCH MARK DISK
 MK1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1405_SP_SET: STONE
 MK1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1405+STABILITY: SURFACE MOTION
 MK1405
 MK1405  HISTORY     - Date     Condition        Report By
 MK1405  HISTORY     - UNK      MONUMENTED       CGS
 MK1405  HISTORY     - 1950     GOOD             NGS
 MK1405  HISTORY     - 1957     MARK NOT FOUND   USGS
 MK1405
 MK1405                          STATION DESCRIPTION
 MK1405
 MK1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1405'AT OCONEE.
 MK1405'AT OCONEE, AT AN EAST AND WEST ROAD CROSSING, 152 FEET NORTH OF
 MK1405'THE CENTER LINE OF THE ROAD, 30 FEET NORTHEAST OF THE NORTHEAST
 MK1405'RAIL OF THE RAILROAD, 10 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 MK1405'OF AN ABANDONED TRACK, 80 FEET NORTHEAST OF THE SOUTHWEST RIGHT
 MK1405'OF WAY FENCE, 8 FEET NORTH OF THE 6TH POLE SOUTHEAST OF THE
 MK1405'OCONEE SIGNPOST, 85 FEET EAST OF BENCH MARK D 87, 1 FOOT NORTHWEST
 MK1405'OF A WITNESS POST, THE BOTTOM OF A SQUARE HOLE CUT IN THE TOP
 MK1405'OF A STONE POST WHICH IS FLUSH WITH THE GROUND.  THE TOP OF THE
 MK1405'STONE POST HAS BEEN BROKEN OFF BUT THE BOTTOM OF THE SQUARE HOLE
 MK1405'STILL REMAINS.
 MK1405
 MK1405                          STATION RECOVERY (1957)
 MK1405
 MK1405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MK1405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0157 ***********************************************************************
 MN0157  DESIGNATION -  G 10
 MN0157  PID         -  MN0157
 MN0157  STATE/COUNTY-  NE/MORRILL
 MN0157  USGS QUAD   -  ANGORA SE (1965)
 MN0157
 MN0157                         *CURRENT SURVEY CONTROL
 MN0157  ___________________________________________________________________
 MN0157* NAD 83(1986)-  41 49 00.     (N)    103 06 03.     (W)     SCALED    
 MN0157* NAVD 88     -      1265.689  (meters)    4152.51   (feet)  POSTED    
 MN0157  ___________________________________________________________________
 MN0157  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 MN0157  DYNAMIC HT  -        1264.880 (meters)    4149.86  (feet)  COMP
 MN0157  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 MN0157
 MN0157  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MN0157
 MN0157.The horizontal coordinates were scaled from a topographic map and have
 MN0157.an estimated accuracy of +/- 6 seconds.
 MN0157
 MN0157.The orthometric height was determined by differential leveling
 MN0157.and adjusted by the National Geodetic Survey in 1992..
 MN0157.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MN0157.rate of 2.1 thru 3.0 mm/km.
 MN0157
 MN0157.The geoid height was determined by GEOID03.
 MN0157
 MN0157.The dynamic height is computed by dividing the NAVD 88
 MN0157.geopotential number by the normal gravity value computed on the
 MN0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0157.degrees latitude (g = 980.6199 gals.).
 MN0157
 MN0157.The modeled gravity was interpolated from observed gravity values.
 MN0157
 MN0157;                    North         East    Units  Estimated Accuracy
 MN0157;SPC NE       -   224,820.      242,500.      MT  (+/- 180 meters Scaled)
 MN0157
 MN0157                          SUPERSEDED SURVEY CONTROL
 MN0157
 MN0157  NGVD 29 (??/??/92) 1265.056  (m)         4150.44   (f) ADJ UNCH    1 2
 MN0157
 MN0157.Superseded values are not recommended for survey control.
 MN0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0157.See file dsdata.txt to determine how the superseded data were derived.
 MN0157
 MN0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG577311(NAD 83)
 MN0157_MARKER: DB = BENCH MARK DISK
 MN0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0157_STAMPING: G 10 1933 4150.251
 MN0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0157+STABILITY: SURFACE MOTION
 MN0157
 MN0157  HISTORY     - Date     Condition        Report By
 MN0157  HISTORY     - 1933     MONUMENTED       CGS
 MN0157  HISTORY     - 1956     GOOD             NGS
 MN0157  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0157
 MN0157                          STATION DESCRIPTION
 MN0157
 MN0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0157'2.8 MI SE FROM ANGORA.
 MN0157'2.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0157'RAILROAD FROM THE STATION AT ANGORA, 18 POLES NORTHWEST OF
 MN0157'MILEPOST 25, AT A PRIVATE ROAD CROSSING, AT THE WEST END OF A
 MN0157'FILL, AT THE EAST END OF A CUT, 42 FEET NORTH OF THE NORTH RAIL,
 MN0157'11 FEET WEST OF THE CENTER OF A STEEL GATE, 5.4 FEET SOUTH OF A
 MN0157'FENCE, 1 FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A
 MN0157'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN SECTION 3,
 MN0157'TOWNSHIP 21 NORTH, RANGE 50 WEST.
 MN0157
 MN0157                          STATION RECOVERY (1985)
 MN0157
 MN0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0157'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0348 ***********************************************************************
 NP0348  DESIGNATION -  G 11
 NP0348  PID         -  NP0348
 NP0348  STATE/COUNTY-  NE/BOX BUTTE
 NP0348  USGS QUAD   -  NONPAREIL (1946)
 NP0348
 NP0348                         *CURRENT SURVEY CONTROL
 NP0348  ___________________________________________________________________
 NP0348* NAD 83(1986)-  42 20 57.     (N)    103 07 53.     (W)     SCALED    
 NP0348* NAVD 88     -      1318.930  (meters)    4327.19   (feet)  POSTED    
 NP0348  ___________________________________________________________________
 NP0348  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 NP0348  DYNAMIC HT  -        1318.150 (meters)    4324.63  (feet)  COMP
 NP0348  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 NP0348
 NP0348  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NP0348
 NP0348.The horizontal coordinates were scaled from a topographic map and have
 NP0348.an estimated accuracy of +/- 6 seconds.
 NP0348
 NP0348.The orthometric height was determined by differential leveling
 NP0348.and adjusted by the National Geodetic Survey in 1992..
 NP0348.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NP0348.rate of 3.1 thru 4.0 mm/km.
 NP0348
 NP0348.The geoid height was determined by GEOID03.
 NP0348
 NP0348.The dynamic height is computed by dividing the NAVD 88
 NP0348.geopotential number by the normal gravity value computed on the
 NP0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0348.degrees latitude (g = 980.6199 gals.).
 NP0348
 NP0348.The modeled gravity was interpolated from observed gravity values.
 NP0348
 NP0348;                    North         East    Units  Estimated Accuracy
 NP0348;SPC NE       -   284,000.      242,100.      MT  (+/- 180 meters Scaled)
 NP0348
 NP0348                          SUPERSEDED SURVEY CONTROL
 NP0348
 NP0348  NGVD 29 (??/??/92) 1318.280  (m)         4325.06   (f) ADJ UNCH    1 2
 NP0348
 NP0348.Superseded values are not recommended for survey control.
 NP0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0348.See file dsdata.txt to determine how the superseded data were derived.
 NP0348
 NP0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG539902(NAD 83)
 NP0348_MARKER: DB = BENCH MARK DISK
 NP0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0348_STAMPING: G 11 1933 4324.699
 NP0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0348+STABILITY: SURFACE MOTION
 NP0348
 NP0348  HISTORY     - Date     Condition        Report By
 NP0348  HISTORY     - 1933     MONUMENTED       CGS
 NP0348  HISTORY     - 1956     GOOD             NGS
 NP0348  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0348
 NP0348                          STATION DESCRIPTION
 NP0348
 NP0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0348'3.4 MI NW FROM HEMINGFORD.
 NP0348'3.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0348'RAILROAD FROM THE STATION AT HEMINGFORD, 4 POLES NORTHWEST OF
 NP0348'MILEPOST 388, AT A ROAD CROSSING, 43.4 FEET SOUTHWEST OF THE
 NP0348'SOUTHWEST RAIL, 23 FEET WEST OF THE CENTER LINE OF A ROAD,
 NP0348'3.5 FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A
 NP0348'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.4 FOOT
 NP0348'BELOW THE TOP OF THE GROUND, IN THE NORTHEAST 1/4 OF SECTION
 NP0348'3, TOWNSHIP 27 NORTH, RANGE 50 WEST.
 NP0348
 NP0348                          STATION RECOVERY (1985)
 NP0348
 NP0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0348'NOT RECOVERED.  AREA DESCRIBED IS UNDER HEAVY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0703 ***********************************************************************
 ML0703  DESIGNATION -  G 116
 ML0703  PID         -  ML0703
 ML0703  STATE/COUNTY-  NE/CUSTER
 ML0703  USGS QUAD   -  ANSLEY (1978)
 ML0703
 ML0703                         *CURRENT SURVEY CONTROL
 ML0703  ___________________________________________________________________
 ML0703* NAD 83(1986)-  41 18 40.     (N)    099 24 52.     (W)     SCALED    
 ML0703* NAVD 88     -       708.203  (meters)    2323.50   (feet)  ADJUSTED  
 ML0703  ___________________________________________________________________
 ML0703  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 ML0703  DYNAMIC HT  -         707.830 (meters)    2322.27  (feet)  COMP
 ML0703  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 ML0703
 ML0703  VERT ORDER  -  SECOND    CLASS 0
 ML0703
 ML0703.The horizontal coordinates were scaled from a topographic map and have
 ML0703.an estimated accuracy of +/- 6 seconds.
 ML0703
 ML0703.The orthometric height was determined by differential leveling
 ML0703.and adjusted by the National Geodetic Survey in June 1991..
 ML0703
 ML0703.The geoid height was determined by GEOID03.
 ML0703
 ML0703.The dynamic height is computed by dividing the NAVD 88
 ML0703.geopotential number by the normal gravity value computed on the
 ML0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0703.degrees latitude (g = 980.6199 gals.).
 ML0703
 ML0703.The modeled gravity was interpolated from observed gravity values.
 ML0703
 ML0703;                    North         East    Units  Estimated Accuracy
 ML0703;SPC NE       -   164,240.      549,020.      MT  (+/- 180 meters Scaled)
 ML0703
 ML0703                          SUPERSEDED SURVEY CONTROL
 ML0703
 ML0703  NGVD 29 (??/??/92)  707.965  (m)         2322.72   (f) ADJ UNCH    2 0
 ML0703
 ML0703.Superseded values are not recommended for survey control.
 ML0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0703.See file dsdata.txt to determine how the superseded data were derived.
 ML0703
 ML0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML653733(NAD 83)
 ML0703_MARKER: DB = BENCH MARK DISK
 ML0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0703_STAMPING: G 116 1934
 ML0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0703+STABILITY: SURFACE MOTION
 ML0703
 ML0703  HISTORY     - Date     Condition        Report By
 ML0703  HISTORY     - 1934     MONUMENTED       CGS
 ML0703  HISTORY     - 1949     GOOD             NGS
 ML0703
 ML0703                          STATION DESCRIPTION
 ML0703
 ML0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0703'2.3 MI NW FROM ANSLEY.
 ML0703'2.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0703'RAILROAD FROM THE STATION AT ANSLEY, CUSTER COUNTY, 12 POLES
 ML0703'NORTHWEST OF MILEPOST 162, AT A ROAD CROSSING, 60 FEET SOUTHEAST
 ML0703'OF THE CENTERLINE OF THE ROAD, AND 45.8 FEET NORTH OF THE
 ML0703'NORTH RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED G 116
 ML0703'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0074 ***********************************************************************
 ML0074  DESIGNATION -  G 118
 ML0074  PID         -  ML0074
 ML0074  STATE/COUNTY-  NE/GREELEY
 ML0074  USGS QUAD   -  SPALDING SW (1985)
 ML0074
 ML0074                         *CURRENT SURVEY CONTROL
 ML0074  ___________________________________________________________________
 ML0074* NAD 83(1986)-  41 31 06.     (N)    098 25 30.     (W)     SCALED    
 ML0074* NAVD 88     -       595.170  (meters)    1952.65   (feet)  ADJUSTED  
 ML0074  ___________________________________________________________________
 ML0074  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 ML0074  DYNAMIC HT  -         594.886 (meters)    1951.72  (feet)  COMP
 ML0074  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 ML0074
 ML0074  VERT ORDER  -  SECOND    CLASS 0
 ML0074
 ML0074.The horizontal coordinates were scaled from a topographic map and have
 ML0074.an estimated accuracy of +/- 6 seconds.
 ML0074
 ML0074.The orthometric height was determined by differential leveling
 ML0074.and adjusted by the National Geodetic Survey in June 1991..
 ML0074
 ML0074.The geoid height was determined by GEOID03.
 ML0074
 ML0074.The dynamic height is computed by dividing the NAVD 88
 ML0074.geopotential number by the normal gravity value computed on the
 ML0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0074.degrees latitude (g = 980.6199 gals.).
 ML0074
 ML0074.The modeled gravity was interpolated from observed gravity values.
 ML0074
 ML0074;                    North         East    Units  Estimated Accuracy
 ML0074;SPC NE       -   188,280.      631,420.      MT  (+/- 180 meters Scaled)
 ML0074
 ML0074                          SUPERSEDED SURVEY CONTROL
 ML0074
 ML0074  NGVD 29 (??/??/92)  594.932  (m)         1951.87   (f) ADJ UNCH    2 0
 ML0074
 ML0074.Superseded values are not recommended for survey control.
 ML0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0074.See file dsdata.txt to determine how the superseded data were derived.
 ML0074
 ML0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL479964(NAD 83)
 ML0074_MARKER: DB = BENCH MARK DISK
 ML0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0074_STAMPING: G 118 1935
 ML0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0074+STABILITY: SURFACE MOTION
 ML0074
 ML0074  HISTORY     - Date     Condition        Report By
 ML0074  HISTORY     - 1935     MONUMENTED       CGS
 ML0074  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0074
 ML0074                          STATION DESCRIPTION
 ML0074
 ML0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0074'13.9 MI S FROM SPALDING.
 ML0074'13.9 MILES SOUTH OF POST OFFICE.  14.9 MI S OF U P RAILWAY STA.
 ML0074'ALONG U.S. HIGHWAY NO. 281 BETWEEN ST. PAUL AND SPALDING, 0.1
 ML0074'MILES SOUTH OF FARMHOUSE OWNED BY J. CONNERS, 35.9 FEET EAST OF
 ML0074'THE CENTER LINE OF U.S. HIGHWAY NO. 281, 27.4 FEET SOUTH OF LINE
 ML0074'FENCE, 2 FEET EAST OF THE RIGHT OF WAY FENCE, IN LOW SPOT WITH RISE
 ML0074'TO EAST.
 ML0074
 ML0074                          STATION RECOVERY (1954)
 ML0074
 ML0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0003 ***********************************************************************
 LG0003  DESIGNATION -  G 12
 LG0003  PID         -  LG0003
 LG0003  STATE/COUNTY-  NE/OTOE
 LG0003  USGS QUAD   -  DUNBAR (1966)
 LG0003
 LG0003                         *CURRENT SURVEY CONTROL
 LG0003  ___________________________________________________________________
 LG0003* NAD 83(1986)-  40 40 06.     (N)    096 01 39.     (W)     SCALED    
 LG0003* NAVD 88     -       319.454  (meters)    1048.08   (feet)  ADJUSTED  
 LG0003  ___________________________________________________________________
 LG0003  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 LG0003  DYNAMIC HT  -         319.288 (meters)    1047.53  (feet)  COMP
 LG0003  MODELED GRAV-     980,096.4   (mgal)                       NAVD 88
 LG0003
 LG0003  VERT ORDER  -  FIRST     CLASS II
 LG0003
 LG0003.The horizontal coordinates were scaled from a topographic map and have
 LG0003.an estimated accuracy of +/- 6 seconds.
 LG0003
 LG0003.The orthometric height was determined by differential leveling
 LG0003.and adjusted by the National Geodetic Survey in June 1991..
 LG0003.WARNING-Repeat measurements at this control monument indicate possible
 LG0003.vertical movement.
 LG0003
 LG0003.The geoid height was determined by GEOID03.
 LG0003
 LG0003.The dynamic height is computed by dividing the NAVD 88
 LG0003.geopotential number by the normal gravity value computed on the
 LG0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0003.degrees latitude (g = 980.6199 gals.).
 LG0003
 LG0003.The modeled gravity was interpolated from observed gravity values.
 LG0003
 LG0003;                    North         East    Units  Estimated Accuracy
 LG0003;SPC NE       -   100,420.      835,700.      MT  (+/- 180 meters Scaled)
 LG0003
 LG0003                          SUPERSEDED SURVEY CONTROL
 LG0003
 LG0003  NGVD 29 (??/??/92)  319.336  (m)         1047.69   (f) ADJ UNCH    1 2
 LG0003
 LG0003.Superseded values are not recommended for survey control.
 LG0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0003.See file dsdata.txt to determine how the superseded data were derived.
 LG0003
 LG0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL512061(NAD 83)
 LG0003_MARKER: DB = BENCH MARK DISK
 LG0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0003_SP_SET: CONCRETE POST
 LG0003_STAMPING: G 12 1933 1047.107
 LG0003_MARK LOGO: CGS   
 LG0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0003+STABILITY: SURFACE MOTION
 LG0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0003+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG0003
 LG0003  HISTORY     - Date     Condition        Report By
 LG0003  HISTORY     - 1933     MONUMENTED       CGS
 LG0003  HISTORY     - 1947     GOOD             NGS
 LG0003  HISTORY     - 1964     GOOD             USGS
 LG0003  HISTORY     - 19911023 GOOD             NGS
 LG0003
 LG0003                          STATION DESCRIPTION
 LG0003
 LG0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LG0003'AT DUNBAR.
 LG0003'128.3 FEET NORTH OF THE CENTER LINE OF NEBRASKA STATE HIGHWAY 2,
 LG0003'82.6 FEET EAST OF THE EAST WALL OF THE CHICAGO, BURLINGTON AND
 LG0003'QUINCY RAILWAY STATION AT DUNBAR, 87.5 FEET SOUTHEAST OF MILEPOST
 LG0003'16, 63.8 FEET EAST OF THE EAST RAIL, 2.0 FEET WEST OF A FENCE,
 LG0003'1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LG0003'POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 LG0003
 LG0003                          STATION RECOVERY (1964)
 LG0003
 LG0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0003'RECOVERED IN GOOD CONDITION.
 LG0003
 LG0003                          STATION RECOVERY (1991)
 LG0003
 LG0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0003'IN DUNBAR, AT THE INTERSECTION OF NEBRASKA STREET AND THE BURLINGTON
 LG0003'NORTHERN RAILROAD, ALONG THE EAST SIDE OF A BASEBALL FIELD, 38.9 M
 LG0003'(127.6 FT) NORTH OF AND LEVEL WITH THE STREET CENTER, 37.5 M (123.0
 LG0003'FT) S0UTH-SOUTHEAST OF A UTILITY LIGHT POLE WITH A SWITCH BOX
 LG0003'ATTACHED, 32.8 M (107.6 FT) NORTH-NORTHEAST OF A RAILROAD SIGNAL,
 LG0003'27.7 M (90.9 FT) NORTHWEST OF A UTILITY LIGHT POLE, 19.1 M (62.7 FT)
 LG0003'NORTHEAST OF THE NEAR RAIL, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LG0003'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0037 ***********************************************************************
 MM0037  DESIGNATION -  G 120
 MM0037  PID         -  MM0037
 MM0037  STATE/COUNTY-  NE/LOGAN
 MM0037  USGS QUAD   -  GANDY (1972)
 MM0037
 MM0037                         *CURRENT SURVEY CONTROL
 MM0037  ___________________________________________________________________
 MM0037* NAD 83(1986)-  41 29 33.     (N)    100 27 11.     (W)     SCALED    
 MM0037* NAVD 88     -       874.311  (meters)    2868.47   (feet)  ADJUSTED  
 MM0037  ___________________________________________________________________
 MM0037  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 MM0037  DYNAMIC HT  -         873.836 (meters)    2866.91  (feet)  COMP
 MM0037  MODELED GRAV-     980,050.0   (mgal)                       NAVD 88
 MM0037
 MM0037  VERT ORDER  -  SECOND    CLASS 0
 MM0037
 MM0037.The horizontal coordinates were scaled from a topographic map and have
 MM0037.an estimated accuracy of +/- 6 seconds.
 MM0037
 MM0037.The orthometric height was determined by differential leveling
 MM0037.and adjusted by the National Geodetic Survey in June 1991..
 MM0037
 MM0037.The geoid height was determined by GEOID03.
 MM0037
 MM0037.The dynamic height is computed by dividing the NAVD 88
 MM0037.geopotential number by the normal gravity value computed on the
 MM0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0037.degrees latitude (g = 980.6199 gals.).
 MM0037
 MM0037.The modeled gravity was interpolated from observed gravity values.
 MM0037
 MM0037;                    North         East    Units  Estimated Accuracy
 MM0037;SPC NE       -   184,310.      462,180.      MT  (+/- 180 meters Scaled)
 MM0037
 MM0037                          SUPERSEDED SURVEY CONTROL
 MM0037
 MM0037  NGVD 29 (??/??/92)  874.017  (m)         2867.50   (f) ADJ UNCH    2 0
 MM0037
 MM0037.Superseded values are not recommended for survey control.
 MM0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0037.See file dsdata.txt to determine how the superseded data were derived.
 MM0037
 MM0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL787944(NAD 83)
 MM0037_MARKER: DB = BENCH MARK DISK
 MM0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0037_STAMPING: G 120 1934
 MM0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0037+STABILITY: SURFACE MOTION
 MM0037
 MM0037  HISTORY     - Date     Condition        Report By
 MM0037  HISTORY     - 1934     MONUMENTED       CGS
 MM0037  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0037
 MM0037                          STATION DESCRIPTION
 MM0037
 MM0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0037'3.1 MI SE FROM STAPLETON.
 MM0037'ABOUT 3.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD
 MM0037'FROM THE STATION AT STAPLETON, LOGAN COUNTY, ABOUT 0.3 MILE
 MM0037'WEST OF MILEPOST 99, ABOUT 100 YARDS EAST OF THE EAST END OF THE
 MM0037'GANDY STATION, AND 40 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 MM0037'TRACK.  A STANDARD DISK STAMPED G 120 1934 AND SET IN THE TOP
 MM0037'OF A CONCRETE POST.
 MM0037
 MM0037                          STATION RECOVERY (1972)
 MM0037
 MM0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0550 ***********************************************************************
 ML0550  DESIGNATION -  G 121
 ML0550  PID         -  ML0550
 ML0550  STATE/COUNTY-  NE/WHEELER
 ML0550  USGS QUAD   -  BARTLETT (1985)
 ML0550
 ML0550                         *CURRENT SURVEY CONTROL
 ML0550  ___________________________________________________________________
 ML0550* NAD 83(1986)-  41 55 17.     (N)    098 32 52.     (W)     SCALED    
 ML0550* NAVD 88     -       644.844  (meters)    2115.63   (feet)  ADJUSTED  
 ML0550  ___________________________________________________________________
 ML0550  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 ML0550  DYNAMIC HT  -         644.558 (meters)    2114.69  (feet)  COMP
 ML0550  MODELED GRAV-     980,158.5   (mgal)                       NAVD 88
 ML0550
 ML0550  VERT ORDER  -  SECOND    CLASS 0
 ML0550
 ML0550.The horizontal coordinates were scaled from a topographic map and have
 ML0550.an estimated accuracy of +/- 6 seconds.
 ML0550
 ML0550.The orthometric height was determined by differential leveling
 ML0550.and adjusted by the National Geodetic Survey in June 1991..
 ML0550
 ML0550.The geoid height was determined by GEOID03.
 ML0550
 ML0550.The dynamic height is computed by dividing the NAVD 88
 ML0550.geopotential number by the normal gravity value computed on the
 ML0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0550.degrees latitude (g = 980.6199 gals.).
 ML0550
 ML0550.The modeled gravity was interpolated from observed gravity values.
 ML0550
 ML0550;                    North         East    Units  Estimated Accuracy
 ML0550;SPC NE       -   232,840.      620,420.      MT  (+/- 180 meters Scaled)
 ML0550
 ML0550                          SUPERSEDED SURVEY CONTROL
 ML0550
 ML0550  NGVD 29 (??/??/92)  644.618  (m)         2114.88   (f) ADJ UNCH    2 0
 ML0550
 ML0550.Superseded values are not recommended for survey control.
 ML0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0550.See file dsdata.txt to determine how the superseded data were derived.
 ML0550
 ML0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM374411(NAD 83)
 ML0550_MARKER: DB = BENCH MARK DISK
 ML0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0550_STAMPING: G-121 1935
 ML0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0550+STABILITY: SURFACE MOTION
 ML0550
 ML0550  HISTORY     - Date     Condition        Report By
 ML0550  HISTORY     - 1935     MONUMENTED       CGS
 ML0550  HISTORY     - 1938     GOOD             NGS
 ML0550
 ML0550                          STATION DESCRIPTION
 ML0550
 ML0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0550'2.7 MI N FROM BARTLETT.
 ML0550'2.7 MILES NORTH OF THE COURTHOUSE AT BARTLETT, ALONG U.S. HIGHWAY
 ML0550'NO. 281 AND STATE HIGHWAY NO. 53 BETWEEN BARTLETT AND ONEILL,
 ML0550'300 FEET SOUTH OF AN EAST-WEST FENCE, 42.5 FEET WEST OF THE
 ML0550'CENTER OF THE HIGHWAYS, 1.5 FEET EAST OF THE RIGHT OF WAY FENCE.
 ML0550'A STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0346 ***********************************************************************
 ML0346  DESIGNATION -  G 125
 ML0346  PID         -  ML0346
 ML0346  STATE/COUNTY-  NE/HOWARD
 ML0346  USGS QUAD   -  COTESFIELD (1978)
 ML0346
 ML0346                         *CURRENT SURVEY CONTROL
 ML0346  ___________________________________________________________________
 ML0346* NAD 83(1986)-  41 21 29.     (N)    098 37 50.     (W)     SCALED    
 ML0346* NAVD 88     -       576.790  (meters)    1892.35   (feet)  ADJUSTED  
 ML0346  ___________________________________________________________________
 ML0346  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 ML0346  DYNAMIC HT  -         576.508 (meters)    1891.43  (feet)  COMP
 ML0346  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 ML0346
 ML0346  VERT ORDER  -  SECOND    CLASS 0
 ML0346
 ML0346.The horizontal coordinates were scaled from a topographic map and have
 ML0346.an estimated accuracy of +/- 6 seconds.
 ML0346
 ML0346.The orthometric height was determined by differential leveling
 ML0346.and adjusted by the National Geodetic Survey in June 1991..
 ML0346
 ML0346.The geoid height was determined by GEOID03.
 ML0346
 ML0346.The dynamic height is computed by dividing the NAVD 88
 ML0346.geopotential number by the normal gravity value computed on the
 ML0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0346.degrees latitude (g = 980.6199 gals.).
 ML0346
 ML0346.The modeled gravity was interpolated from observed gravity values.
 ML0346
 ML0346;                    North         East    Units  Estimated Accuracy
 ML0346;SPC NE       -   170,190.      614,550.      MT  (+/- 180 meters Scaled)
 ML0346
 ML0346                          SUPERSEDED SURVEY CONTROL
 ML0346
 ML0346  NGVD 29 (??/??/92)  576.547  (m)         1891.55   (f) ADJ UNCH    2 0
 ML0346
 ML0346.Superseded values are not recommended for survey control.
 ML0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0346.See file dsdata.txt to determine how the superseded data were derived.
 ML0346
 ML0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL309785(NAD 83)
 ML0346_MARKER: DB = BENCH MARK DISK
 ML0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0346_STAMPING: G-125 1935
 ML0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0346+STABILITY: SURFACE MOTION
 ML0346
 ML0346  HISTORY     - Date     Condition        Report By
 ML0346  HISTORY     - 1935     MONUMENTED       CGS
 ML0346  HISTORY     - 1942     GOOD             NGS
 ML0346  HISTORY     - 1980     MARK NOT FOUND
 ML0346
 ML0346                          STATION DESCRIPTION
 ML0346
 ML0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0346'NEAR COTESFIELD.
 ML0346'ALONG THE UNION PACIFIC RAILROAD BETWEEN ST. PAUL AND ORD, 306
 ML0346'FEET SOUTH OF THE SOUTHWEST CORNER OF THE DEPOT, AT RAILROAD
 ML0346'MILEAGE 36.75, 118.2 FEET SOUTH OF THE CENTER OF ROAD CROSSING,
 ML0346'AND 48.8 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.
 ML0346
 ML0346                          STATION RECOVERY (1942)
 ML0346
 ML0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 ML0346'RECOVERED IN GOOD CONDITION.
 ML0346
 ML0346                          STATION RECOVERY (1980)
 ML0346
 ML0346'RECOVERED 1980
 ML0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0635 ***********************************************************************
 ML0635  DESIGNATION -  G 126
 ML0635  PID         -  ML0635
 ML0635  STATE/COUNTY-  NE/GARFIELD
 ML0635  USGS QUAD   -  BURWELL NE (1978)
 ML0635
 ML0635                         *CURRENT SURVEY CONTROL
 ML0635  ___________________________________________________________________
 ML0635* NAD 83(1986)-  41 53 58.     (N)    099 05 15.     (W)     SCALED    
 ML0635* NAVD 88     -       724.448  (meters)    2376.79   (feet)  ADJUSTED  
 ML0635  ___________________________________________________________________
 ML0635  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ML0635  DYNAMIC HT  -         724.106 (meters)    2375.67  (feet)  COMP
 ML0635  MODELED GRAV-     980,125.9   (mgal)                       NAVD 88
 ML0635
 ML0635  VERT ORDER  -  SECOND    CLASS 0
 ML0635
 ML0635.The horizontal coordinates were scaled from a topographic map and have
 ML0635.an estimated accuracy of +/- 6 seconds.
 ML0635
 ML0635.The orthometric height was determined by differential leveling
 ML0635.and adjusted by the National Geodetic Survey in June 1991..
 ML0635
 ML0635.The geoid height was determined by GEOID03.
 ML0635
 ML0635.The dynamic height is computed by dividing the NAVD 88
 ML0635.geopotential number by the normal gravity value computed on the
 ML0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0635.degrees latitude (g = 980.6199 gals.).
 ML0635
 ML0635.The modeled gravity was interpolated from observed gravity values.
 ML0635
 ML0635;                    North         East    Units  Estimated Accuracy
 ML0635;SPC NE       -   229,790.      575,700.      MT  (+/- 180 meters Scaled)
 ML0635
 ML0635                          SUPERSEDED SURVEY CONTROL
 ML0635
 ML0635  NGVD 29 (??/??/92)  724.183  (m)         2375.92   (f) ADJ UNCH    2 0
 ML0635
 ML0635.Superseded values are not recommended for survey control.
 ML0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0635.See file dsdata.txt to determine how the superseded data were derived.
 ML0635
 ML0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM927386(NAD 83)
 ML0635_MARKER: DB = BENCH MARK DISK
 ML0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0635_SP_SET: CULVERT
 ML0635_STAMPING: G 126 1935
 ML0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0635
 ML0635  HISTORY     - Date     Condition        Report By
 ML0635  HISTORY     - 1935     MONUMENTED       CGS
 ML0635  HISTORY     - 1964     GOOD             NGS
 ML0635
 ML0635                          STATION DESCRIPTION
 ML0635
 ML0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 ML0635'9.4 MI NE FROM BURWELL.
 ML0635'1.1 MILES NORTH AND EAST ALONG STATE HIGHWAYS 11 AND 91 FROM THE
 ML0635'BRIDGE OVER THE LOUP RIVER AT THE NORTHEAST EDGE OF BURWELL,
 ML0635'GARFIELD COUNTY, TO THE JUNCTION OF THESE HIGHWAYS, THENCE
 ML0635'8.3 MILES NORTH ALONG STATE HIGHWAY 11, AT A T-ROAD JUNCTION,
 ML0635'122 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 11, 106 FEET
 ML0635'NORTH OF THE CENTERLINE OF GRADED ROAD, 81 FEET NORTH OF THE
 ML0635'NORTH END OF A CONCRETE CULVERT, 74 FEET NORTH OF A FENCE
 ML0635'CORNER, 1 FOOT EAST OF A FENCE CORNER, AND 1 FOOT NORTH OF A
 ML0635'STEEL WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 ML0635'IS STAMPED G 126 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0325 ***********************************************************************
 NN0325  DESIGNATION -  G 127
 NN0325  PID         -  NN0325
 NN0325  STATE/COUNTY-  NE/HOLT
 NN0325  USGS QUAD   -  ATKINSON (1974)
 NN0325
 NN0325                         *CURRENT SURVEY CONTROL
 NN0325  ___________________________________________________________________
 NN0325* NAD 83(1986)-  42 30 27.     (N)    098 56 07.     (W)     SCALED    
 NN0325* NAVD 88     -       636.366  (meters)    2087.81   (feet)  ADJUSTED  
 NN0325  ___________________________________________________________________
 NN0325  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 NN0325  DYNAMIC HT  -         636.113 (meters)    2086.98  (feet)  COMP
 NN0325  MODELED GRAV-     980,203.0   (mgal)                       NAVD 88
 NN0325
 NN0325  VERT ORDER  -  FIRST     CLASS II
 NN0325
 NN0325.The horizontal coordinates were scaled from a topographic map and have
 NN0325.an estimated accuracy of +/- 6 seconds.
 NN0325
 NN0325.The orthometric height was determined by differential leveling
 NN0325.and adjusted by the National Geodetic Survey in June 1991..
 NN0325
 NN0325.The geoid height was determined by GEOID03.
 NN0325
 NN0325.The dynamic height is computed by dividing the NAVD 88
 NN0325.geopotential number by the normal gravity value computed on the
 NN0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0325.degrees latitude (g = 980.6199 gals.).
 NN0325
 NN0325.The modeled gravity was interpolated from observed gravity values.
 NN0325
 NN0325;                    North         East    Units  Estimated Accuracy
 NN0325;SPC NE       -   297,460.      587,490.      MT  (+/- 180 meters Scaled)
 NN0325
 NN0325                          SUPERSEDED SURVEY CONTROL
 NN0325
 NN0325  NGVD 29 (??/??/92)  636.138  (m)         2087.06   (f) ADJ UNCH    1 2
 NN0325
 NN0325.Superseded values are not recommended for survey control.
 NN0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0325.See file dsdata.txt to determine how the superseded data were derived.
 NN0325
 NN0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN053061(NAD 83)
 NN0325_MARKER: DB = BENCH MARK DISK
 NN0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0325_STAMPING: G 127 1935
 NN0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0325+STABILITY: SURFACE MOTION
 NN0325
 NN0325  HISTORY     - Date     Condition        Report By
 NN0325  HISTORY     - 1935     MONUMENTED       CGS
 NN0325  HISTORY     - 1946     GOOD             NGS
 NN0325  HISTORY     - 1982     GOOD             LOCSUR
 NN0325
 NN0325                          STATION DESCRIPTION
 NN0325
 NN0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0325'2.5 MI SE FROM ATKINSON.
 NN0325'2.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0325'FROM THE STATION AT ATKINSON, HOLT COUNTY, 51 FEET WEST OF THE
 NN0325'SECOND POLE SOUTHEAST OF MILEPOST 171, AT AN ABANDONED ROAD
 NN0325'CROSSING, 46.5 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 NN0325'2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A
 NN0325'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD
 NN0325'DISK, STAMPED G 127 1935 AND SET IN THE TOP OF A CONCRETE POST
 NN0325'PROJECTING 5 INCHES ABOVE GROUND.
 NN0325
 NN0325                          STATION RECOVERY (1982)
 NN0325
 NN0325'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0135 ***********************************************************************
 NN0135  DESIGNATION -  G 128
 NN0135  PID         -  NN0135
 NN0135  STATE/COUNTY-  NE/ANTELOPE
 NN0135  USGS QUAD   -  NELIGH (1986)
 NN0135
 NN0135                         *CURRENT SURVEY CONTROL
 NN0135  ___________________________________________________________________
 NN0135* NAD 83(1986)-  42 09 19.     (N)    098 04 58.     (W)     SCALED    
 NN0135* NAVD 88     -       534.311  (meters)    1752.99   (feet)  ADJUSTED  
 NN0135  ___________________________________________________________________
 NN0135  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 NN0135  DYNAMIC HT  -         534.098 (meters)    1752.29  (feet)  COMP
 NN0135  MODELED GRAV-     980,207.0   (mgal)                       NAVD 88
 NN0135
 NN0135  VERT ORDER  -  SECOND    CLASS 0
 NN0135
 NN0135.The horizontal coordinates were scaled from a topographic map and have
 NN0135.an estimated accuracy of +/- 6 seconds.
 NN0135
 NN0135.The orthometric height was determined by differential leveling
 NN0135.and adjusted by the National Geodetic Survey in June 1991..
 NN0135
 NN0135.The geoid height was determined by GEOID03.
 NN0135
 NN0135.The dynamic height is computed by dividing the NAVD 88
 NN0135.geopotential number by the normal gravity value computed on the
 NN0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0135.degrees latitude (g = 980.6199 gals.).
 NN0135
 NN0135.The modeled gravity was interpolated from observed gravity values.
 NN0135
 NN0135;                    North         East    Units  Estimated Accuracy
 NN0135;SPC NE       -   259,560.      658,400.      MT  (+/- 180 meters Scaled)
 NN0135
 NN0135                          SUPERSEDED SURVEY CONTROL
 NN0135
 NN0135  NGVD 29 (??/??/92)  534.110  (m)         1752.33   (f) ADJ UNCH    2 0
 NN0135
 NN0135.Superseded values are not recommended for survey control.
 NN0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0135.See file dsdata.txt to determine how the superseded data were derived.
 NN0135
 NN0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM757674(NAD 83)
 NN0135_MARKER: DB = BENCH MARK DISK
 NN0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0135_SP_SET: CULVERT
 NN0135_STAMPING: G 128 1935
 NN0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0135
 NN0135  HISTORY     - Date     Condition        Report By
 NN0135  HISTORY     - 1935     MONUMENTED       CGS
 NN0135  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 NN0135
 NN0135                          STATION DESCRIPTION
 NN0135
 NN0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0135'3.3 MI NW FROM NELIGH.
 NN0135'3.3 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0135'FROM THE STATION AT NELIGH, ANTELOPE COUNTY, AT STONE CULVERT
 NN0135'227, IN THE TOP OF THE NORTHEAST CORNER OF THE FIRST LEDGE, 37.1
 NN0135'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 8.6 FEET NORTHWEST
 NN0135'OF THE NORTHWEST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 NN0135'G 128 1935.
 NN0135
 NN0135                          STATION RECOVERY (1981)
 NN0135
 NN0135'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NN0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0317 ***********************************************************************
 LG0317  DESIGNATION -  G 13
 LG0317  PID         -  LG0317
 LG0317  STATE/COUNTY-  NE/LANCASTER
 LG0317  USGS QUAD   -  EMERALD (1978)
 LG0317
 LG0317                         *CURRENT SURVEY CONTROL
 LG0317  ___________________________________________________________________
 LG0317* NAD 83(1986)-  40 46 15.     (N)    096 46 02.     (W)     SCALED    
 LG0317* NAVD 88     -       358.185  (meters)    1175.15   (feet)  ADJUSTED  
 LG0317  ___________________________________________________________________
 LG0317  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 LG0317  DYNAMIC HT  -         358.024 (meters)    1174.62  (feet)  COMP
 LG0317  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 LG0317
 LG0317  VERT ORDER  -  FIRST     CLASS II
 LG0317
 LG0317.The horizontal coordinates were scaled from a topographic map and have
 LG0317.an estimated accuracy of +/- 6 seconds.
 LG0317
 LG0317.The orthometric height was determined by differential leveling
 LG0317.and adjusted by the National Geodetic Survey in June 1991..
 LG0317
 LG0317.The geoid height was determined by GEOID03.
 LG0317
 LG0317.The dynamic height is computed by dividing the NAVD 88
 LG0317.geopotential number by the normal gravity value computed on the
 LG0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0317.degrees latitude (g = 980.6199 gals.).
 LG0317
 LG0317.The modeled gravity was interpolated from observed gravity values.
 LG0317
 LG0317;                    North         East    Units  Estimated Accuracy
 LG0317;SPC NE       -   109,190.      772,800.      MT  (+/- 180 meters Scaled)
 LG0317
 LG0317                          SUPERSEDED SURVEY CONTROL
 LG0317
 LG0317  NGVD 29 (??/??/92)  358.079  (m)         1174.80   (f) ADJ UNCH    1 2
 LG0317
 LG0317.Superseded values are not recommended for survey control.
 LG0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0317.See file dsdata.txt to determine how the superseded data were derived.
 LG0317
 LG0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL884157(NAD 83)
 LG0317_MARKER: DB = BENCH MARK DISK
 LG0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0317_STAMPING: 1174.322 G 13 1933
 LG0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0317+STABILITY: SURFACE MOTION
 LG0317
 LG0317  HISTORY     - Date     Condition        Report By
 LG0317  HISTORY     - 1933     MONUMENTED       CGS
 LG0317  HISTORY     - 1940     GOOD             NGS
 LG0317
 LG0317                          STATION DESCRIPTION
 LG0317
 LG0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0317'4.5 MI SW FROM LINCOLN.
 LG0317'4.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0317'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY,
 LG0317'5 RAILS WEST OF MILEPOST 64, 88 FEET NORTH OF THE CENTERLINE
 LG0317'OF THE TRACK, 3 FEET WEST OF A SIGN PIONEER PARK, 2 FEET SOUTH
 LG0317'OF THE RIGHT-OF-WAY FENCE, AND 3 FEET EAST OF A 4 X 4 WHITE
 LG0317'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1174.322
 LG0317'G 13 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0317'0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0346 ***********************************************************************
 NO0346  DESIGNATION -  G 130
 NO0346  PID         -  NO0346
 NO0346  STATE/COUNTY-  NE/CHERRY
 NO0346  USGS QUAD   -  WILD MARE LAKE NW (1990)
 NO0346
 NO0346                         *CURRENT SURVEY CONTROL
 NO0346  ___________________________________________________________________
 NO0346* NAD 83(1986)-  42 43 11.     (N)    101 42 22.     (W)     SCALED    
 NO0346* NAVD 88     -      1035.667  (meters)    3397.85   (feet)  ADJUSTED  
 NO0346  ___________________________________________________________________
 NO0346  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 NO0346  DYNAMIC HT  -        1035.183 (meters)    3396.26  (feet)  COMP
 NO0346  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 NO0346
 NO0346  VERT ORDER  -  SECOND    CLASS 0
 NO0346
 NO0346.The horizontal coordinates were scaled from a topographic map and have
 NO0346.an estimated accuracy of +/- 6 seconds.
 NO0346
 NO0346.The orthometric height was determined by differential leveling
 NO0346.and adjusted by the National Geodetic Survey in June 1991..
 NO0346
 NO0346.The geoid height was determined by GEOID03.
 NO0346
 NO0346.The dynamic height is computed by dividing the NAVD 88
 NO0346.geopotential number by the normal gravity value computed on the
 NO0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0346.degrees latitude (g = 980.6199 gals.).
 NO0346
 NO0346.The modeled gravity was interpolated from observed gravity values.
 NO0346
 NO0346;                    North         East    Units  Estimated Accuracy
 NO0346;SPC NE       -   321,870.      360,280.      MT  (+/- 180 meters Scaled)
 NO0346
 NO0346                          SUPERSEDED SURVEY CONTROL
 NO0346
 NO0346  NGVD 29 (??/??/92) 1035.236  (m)         3396.44   (f) ADJ UNCH    2 0
 NO0346
 NO0346.Superseded values are not recommended for survey control.
 NO0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0346.See file dsdata.txt to determine how the superseded data were derived.
 NO0346
 NO0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN784332(NAD 83)
 NO0346_MARKER: DB = BENCH MARK DISK
 NO0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0346_STAMPING: G 130 1934
 NO0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0346+STABILITY: SURFACE MOTION
 NO0346
 NO0346  HISTORY     - Date     Condition        Report By
 NO0346  HISTORY     - 1934     MONUMENTED       CGS
 NO0346  HISTORY     - 19880701 MARK NOT FOUND   USGS
 NO0346
 NO0346                          STATION DESCRIPTION
 NO0346
 NO0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0346'16.5 MI S FROM MERRIMAN.
 NO0346'16.5 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0346'COUNTY, 2.0 MILES NORTH OF THE MAC BETH RANCH HOUSE, 1/4 MILE
 NO0346'SOUTHWEST OF A WINDMILL AND TANK, AT THE NORTH END OF A LARGE
 NO0346'MEADOW, 50 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2
 NO0346'FEET NORTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED
 NO0346'G 130 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0346
 NO0346                          STATION RECOVERY (1988)
 NO0346
 NO0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0499 ***********************************************************************
 MK0499  DESIGNATION -  G 131
 MK0499  PID         -  MK0499
 MK0499  STATE/COUNTY-  NE/WASHINGTON
 MK0499  USGS QUAD   -  ARLINGTON (1968)
 MK0499
 MK0499                         *CURRENT SURVEY CONTROL
 MK0499  ___________________________________________________________________
 MK0499* NAD 83(1986)-  41 26 50.     (N)    096 17 01.     (W)     SCALED    
 MK0499* NAVD 88     -       370.437  (meters)    1215.34   (feet)  ADJUSTED  
 MK0499  ___________________________________________________________________
 MK0499  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MK0499  DYNAMIC HT  -         370.262 (meters)    1214.77  (feet)  COMP
 MK0499  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 MK0499
 MK0499  VERT ORDER  -  SECOND    CLASS 0
 MK0499
 MK0499.The horizontal coordinates were scaled from a topographic map and have
 MK0499.an estimated accuracy of +/- 6 seconds.
 MK0499
 MK0499.The orthometric height was determined by differential leveling
 MK0499.and adjusted by the National Geodetic Survey in June 1991..
 MK0499
 MK0499.The geoid height was determined by GEOID03.
 MK0499
 MK0499.The dynamic height is computed by dividing the NAVD 88
 MK0499.geopotential number by the normal gravity value computed on the
 MK0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0499.degrees latitude (g = 980.6199 gals.).
 MK0499
 MK0499.The modeled gravity was interpolated from observed gravity values.
 MK0499
 MK0499;                    North         East    Units  Estimated Accuracy
 MK0499;SPC NE       -   185,850.      810,360.      MT  (+/- 180 meters Scaled)
 MK0499
 MK0499                          SUPERSEDED SURVEY CONTROL
 MK0499
 MK0499  NGVD 29 (??/??/92)  370.287  (m)         1214.85   (f) ADJ UNCH    2 0
 MK0499
 MK0499.Superseded values are not recommended for survey control.
 MK0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0499.See file dsdata.txt to determine how the superseded data were derived.
 MK0499
 MK0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL269919(NAD 83)
 MK0499_MARKER: DB = BENCH MARK DISK
 MK0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0499_STAMPING: G 131 1935
 MK0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0499+STABILITY: SURFACE MOTION
 MK0499
 MK0499  HISTORY     - Date     Condition        Report By
 MK0499  HISTORY     - 1935     MONUMENTED       CGS
 MK0499  HISTORY     - 1947     GOOD             NGS
 MK0499
 MK0499                          STATION DESCRIPTION
 MK0499
 MK0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0499'3.7 MI E FROM ARLINGTON.
 MK0499'3.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0499'THE STATION AT ARLINGTON, AT THE NORTHWEST END OF A CUT, 20 31-FOOT
 MK0499'RAILS SOUTHEAST OF THE SOUTHEAST END OF TRESTLE NO. 95, 58.5
 MK0499'FEET NORTHWEST OF A TELEPHONE POLE, 37.8 FEET NORTHEAST OF THE
 MK0499'NORTHEAST RAIL OF THE TRACK, 6.0 FEET SOUTHWEST OF THE NORTHEAST
 MK0499'RIGHT OF WAY FENCE, 1.7 FOOT NORTHEAST OF A REFERENCE POST,
 MK0499'SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE TRACK AND PROJECTING
 MK0499'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0113 ***********************************************************************
 MK0113  DESIGNATION -  G 132
 MK0113  PID         -  MK0113
 MK0113  STATE/COUNTY-  NE/BURT
 MK0113  USGS QUAD   -  OAKLAND (1966)
 MK0113
 MK0113                         *CURRENT SURVEY CONTROL
 MK0113  ___________________________________________________________________
 MK0113* NAD 83(1986)-  41 49 20.     (N)    096 28 13.     (W)     SCALED    
 MK0113* NAVD 88     -       386.109  (meters)    1266.76   (feet)  ADJUSTED  
 MK0113  ___________________________________________________________________
 MK0113  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 MK0113  DYNAMIC HT  -         385.968 (meters)    1266.30  (feet)  COMP
 MK0113  MODELED GRAV-     980,244.8   (mgal)                       NAVD 88
 MK0113
 MK0113  VERT ORDER  -  SECOND    CLASS 0
 MK0113
 MK0113.The horizontal coordinates were scaled from a topographic map and have
 MK0113.an estimated accuracy of +/- 6 seconds.
 MK0113
 MK0113.The orthometric height was determined by differential leveling
 MK0113.and adjusted by the National Geodetic Survey in June 1991..
 MK0113
 MK0113.The geoid height was determined by GEOID03.
 MK0113
 MK0113.The dynamic height is computed by dividing the NAVD 88
 MK0113.geopotential number by the normal gravity value computed on the
 MK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0113.degrees latitude (g = 980.6199 gals.).
 MK0113
 MK0113.The modeled gravity was interpolated from observed gravity values.
 MK0113
 MK0113;                    North         East    Units  Estimated Accuracy
 MK0113;SPC NE       -   226,800.      793,080.      MT  (+/- 180 meters Scaled)
 MK0113
 MK0113                          SUPERSEDED SURVEY CONTROL
 MK0113
 MK0113  NGVD 29 (??/??/92)  385.975  (m)         1266.32   (f) ADJ UNCH    2 0
 MK0113
 MK0113.Superseded values are not recommended for survey control.
 MK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0113.See file dsdata.txt to determine how the superseded data were derived.
 MK0113
 MK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM100331(NAD 83)
 MK0113_MARKER: DB = BENCH MARK DISK
 MK0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0113_STAMPING: G 132 1935
 MK0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0113+STABILITY: SURFACE MOTION
 MK0113
 MK0113  HISTORY     - Date     Condition        Report By
 MK0113  HISTORY     - 1935     MONUMENTED       CGS
 MK0113  HISTORY     - 1938     GOOD             NGS
 MK0113
 MK0113                          STATION DESCRIPTION
 MK0113
 MK0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MK0113'0.8 MI S FROM OAKLAND.
 MK0113'0.8 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0113'FROM THE STATION AT OAKLAND, BURT COUNTY, 0.3 MILE SOUTH OF A
 MK0113'HIGHWAY OVERPASS 18-1/2 RAILS NORTH OF MILEPOST 59, 67.7 FEET
 MK0113'WEST OF THE WEST RAIL OF THE TRACK, 5 FEET EAST OF THE WEST RIGHT
 MK0113'OF WAY FENCE, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MK0113'STAMPED G 132 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1208 ***********************************************************************
 MK1208  DESIGNATION -  G 133
 MK1208  PID         -  MK1208
 MK1208  STATE/COUNTY-  NE/COLFAX
 MK1208  USGS QUAD   -  CLARKSON (1966)
 MK1208
 MK1208                         *CURRENT SURVEY CONTROL
 MK1208  ___________________________________________________________________
 MK1208* NAD 83(1986)-  41 43 44.     (N)    097 03 37.     (W)     SCALED    
 MK1208* NAVD 88     -       468.335  (meters)    1536.53   (feet)  ADJUSTED  
 MK1208  ___________________________________________________________________
 MK1208  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 MK1208  DYNAMIC HT  -         468.146 (meters)    1535.91  (feet)  COMP
 MK1208  MODELED GRAV-     980,204.7   (mgal)                       NAVD 88
 MK1208
 MK1208  VERT ORDER  -  SECOND    CLASS 0
 MK1208
 MK1208.The horizontal coordinates were scaled from a topographic map and have
 MK1208.an estimated accuracy of +/- 6 seconds.
 MK1208
 MK1208.The orthometric height was determined by differential leveling
 MK1208.and adjusted by the National Geodetic Survey in June 1991..
 MK1208
 MK1208.The geoid height was determined by GEOID03.
 MK1208
 MK1208.The dynamic height is computed by dividing the NAVD 88
 MK1208.geopotential number by the normal gravity value computed on the
 MK1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1208.degrees latitude (g = 980.6199 gals.).
 MK1208
 MK1208.The modeled gravity was interpolated from observed gravity values.
 MK1208
 MK1208;                    North         East    Units  Estimated Accuracy
 MK1208;SPC NE       -   214,610.      744,460.      MT  (+/- 180 meters Scaled)
 MK1208
 MK1208                          SUPERSEDED SURVEY CONTROL
 MK1208
 MK1208  NGVD 29 (??/??/92)  468.154  (m)         1535.94   (f) ADJ UNCH    2 0
 MK1208
 MK1208.Superseded values are not recommended for survey control.
 MK1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1208.See file dsdata.txt to determine how the superseded data were derived.
 MK1208
 MK1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM613214(NAD 83)
 MK1208_MARKER: DB = BENCH MARK DISK
 MK1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1208_STAMPING: G-133-1935
 MK1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1208+STABILITY: SURFACE MOTION
 MK1208
 MK1208  HISTORY     - Date     Condition        Report By
 MK1208  HISTORY     - 1935     MONUMENTED       CGS
 MK1208  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1208
 MK1208                          STATION DESCRIPTION
 MK1208
 MK1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1208'3.2 MI W FROM HOWELL.
 MK1208'3.2 MILES WEST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1208'RAILROAD BETWEEN HOOPER AND HUMPHREY, ABOUT 1380 FEET NORTH
 MK1208'OF THE CENTER LINE OF STATE HIGHWAY NO. 91, 44 FEET WEST OF
 MK1208'THE CENTER LINE OF STATE HIGHWAY 15, 31.8 FEET NORTH OF THE
 MK1208'NORTH RAIL, 12.9 FEET WEST OF THE HIGHWAY RIGHT OF WAY FENCE,
 MK1208'5.0 FEET ABOVE THE LEVEL OF TRACK.
 MK1208
 MK1208                          STATION RECOVERY (1965)
 MK1208
 MK1208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1536 ***********************************************************************
 MK1536  DESIGNATION -  G 136
 MK1536  PID         -  MK1536
 MK1536  STATE/COUNTY-  NE/HAMILTON
 MK1536  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1536
 MK1536                         *CURRENT SURVEY CONTROL
 MK1536  ___________________________________________________________________
 MK1536* NAD 83(1986)-  41 05 26.     (N)    097 57 09.     (W)     SCALED    
 MK1536* NAVD 88     -       514.311  (meters)    1687.37   (feet)  ADJUSTED  
 MK1536  ___________________________________________________________________
 MK1536  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 MK1536  DYNAMIC HT  -         514.053 (meters)    1686.52  (feet)  COMP
 MK1536  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 MK1536
 MK1536  VERT ORDER  -  SECOND    CLASS 0
 MK1536
 MK1536.The horizontal coordinates were scaled from a topographic map and have
 MK1536.an estimated accuracy of +/- 6 seconds.
 MK1536
 MK1536.The orthometric height was determined by differential leveling
 MK1536.and adjusted by the National Geodetic Survey in June 1991..
 MK1536
 MK1536.The geoid height was determined by GEOID03.
 MK1536
 MK1536.The dynamic height is computed by dividing the NAVD 88
 MK1536.geopotential number by the normal gravity value computed on the
 MK1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1536.degrees latitude (g = 980.6199 gals.).
 MK1536
 MK1536.The modeled gravity was interpolated from observed gravity values.
 MK1536
 MK1536;                    North         East    Units  Estimated Accuracy
 MK1536;SPC NE       -   141,620.      671,960.      MT  (+/- 180 meters Scaled)
 MK1536
 MK1536                          SUPERSEDED SURVEY CONTROL
 MK1536
 MK1536  NGVD 29 (??/??/92)  514.092  (m)         1686.65   (f) ADJ UNCH    2 0
 MK1536
 MK1536.Superseded values are not recommended for survey control.
 MK1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1536.See file dsdata.txt to determine how the superseded data were derived.
 MK1536
 MK1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL879493(NAD 83)
 MK1536_MARKER: DB = BENCH MARK DISK
 MK1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1536_STAMPING: G-136-1935
 MK1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1536+STABILITY: SURFACE MOTION
 MK1536
 MK1536  HISTORY     - Date     Condition        Report By
 MK1536  HISTORY     - 1935     MONUMENTED       CGS
 MK1536
 MK1536                          STATION DESCRIPTION
 MK1536
 MK1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1536'3.6 MI SE FROM CENTRAL CITY.
 MK1536'3.6 MILES SOUTHEAST OF CENTRAL CITY DEPOT.  ALONG A BRANCH LINE
 MK1536'OF THE UNION PACIFIC RAILWAY BETWEEN STROMSBURG AND CENTRAL
 MK1536'CITY, ABOUT 336 FEET SOUTHEAST OF MERRICK AND HAMILTON COUNTY
 MK1536'LINE, 97.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 28.0 FEET
 MK1536'SOUTHEAST OF MILE POST NO. 72, 3.0 FEET BELOW THE LEVEL OF
 MK1536'TRACK, 2.0 FEET NORTHWEST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1305 ***********************************************************************
 MK1305  DESIGNATION -  G 137
 MK1305  PID         -  MK1305
 MK1305  STATE/COUNTY-  NE/BUTLER
 MK1305  USGS QUAD   -  RISING CITY (1965)
 MK1305
 MK1305                         *CURRENT SURVEY CONTROL
 MK1305  ___________________________________________________________________
 MK1305* NAD 83(1986)-  41 07 45.     (N)    097 16 45.     (W)     SCALED    
 MK1305* NAVD 88     -       485.996  (meters)    1594.47   (feet)  ADJUSTED  
 MK1305  ___________________________________________________________________
 MK1305  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 MK1305  DYNAMIC HT  -         485.758 (meters)    1593.69  (feet)  COMP
 MK1305  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 MK1305
 MK1305  VERT ORDER  -  SECOND    CLASS 0
 MK1305
 MK1305.The horizontal coordinates were scaled from a topographic map and have
 MK1305.an estimated accuracy of +/- 6 seconds.
 MK1305
 MK1305.The orthometric height was determined by differential leveling
 MK1305.and adjusted by the National Geodetic Survey in June 1991..
 MK1305
 MK1305.The geoid height was determined by GEOID03.
 MK1305
 MK1305.The dynamic height is computed by dividing the NAVD 88
 MK1305.geopotential number by the normal gravity value computed on the
 MK1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1305.degrees latitude (g = 980.6199 gals.).
 MK1305
 MK1305.The modeled gravity was interpolated from observed gravity values.
 MK1305
 MK1305;                    North         East    Units  Estimated Accuracy
 MK1305;SPC NE       -   147,470.      728,360.      MT  (+/- 180 meters Scaled)
 MK1305
 MK1305                          SUPERSEDED SURVEY CONTROL
 MK1305
 MK1305  NGVD 29 (??/??/92)  485.812  (m)         1593.87   (f) ADJ UNCH    2 0
 MK1305
 MK1305.Superseded values are not recommended for survey control.
 MK1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1305.See file dsdata.txt to determine how the superseded data were derived.
 MK1305
 MK1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL444545(NAD 83)
 MK1305_MARKER: DB = BENCH MARK DISK
 MK1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1305_STAMPING: G-137-1935
 MK1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1305+STABILITY: SURFACE MOTION
 MK1305
 MK1305  HISTORY     - Date     Condition        Report By
 MK1305  HISTORY     - 1935     MONUMENTED       CGS
 MK1305
 MK1305                          STATION DESCRIPTION
 MK1305
 MK1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1305'2.3 MI NE FROM SURPRISE.
 MK1305'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1305'AND YORK, 43.6 FEET SOUTH EAST OF THE SOUTHEAST RAIL, 8.6 FEET
 MK1305'SOUTH OF MILE POST NO. 53, 3.0 FEET NORTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0717 ***********************************************************************
 LG0717  DESIGNATION -  G 138
 LG0717  PID         -  LG0717
 LG0717  STATE/COUNTY-  NE/HAMILTON
 LG0717  USGS QUAD   -  AURORA EAST (1968)
 LG0717
 LG0717                         *CURRENT SURVEY CONTROL
 LG0717  ___________________________________________________________________
 LG0717* NAD 83(1986)-  40 51 50.     (N)    097 58 44.     (W)     SCALED    
 LG0717* NAVD 88     -       538.844  (meters)    1767.86   (feet)  ADJUSTED  
 LG0717  ___________________________________________________________________
 LG0717  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 LG0717  DYNAMIC HT  -         538.563 (meters)    1766.94  (feet)  COMP
 LG0717  MODELED GRAV-     980,085.6   (mgal)                       NAVD 88
 LG0717
 LG0717  VERT ORDER  -  SECOND    CLASS 0
 LG0717
 LG0717.The horizontal coordinates were scaled from a topographic map and have
 LG0717.an estimated accuracy of +/- 6 seconds.
 LG0717
 LG0717.The orthometric height was determined by differential leveling
 LG0717.and adjusted by the National Geodetic Survey in June 1991..
 LG0717
 LG0717.The geoid height was determined by GEOID03.
 LG0717
 LG0717.The dynamic height is computed by dividing the NAVD 88
 LG0717.geopotential number by the normal gravity value computed on the
 LG0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0717.degrees latitude (g = 980.6199 gals.).
 LG0717
 LG0717.The modeled gravity was interpolated from observed gravity values.
 LG0717
 LG0717;                    North         East    Units  Estimated Accuracy
 LG0717;SPC NE       -   116,410.      670,330.      MT  (+/- 180 meters Scaled)
 LG0717
 LG0717                          SUPERSEDED SURVEY CONTROL
 LG0717
 LG0717  NGVD 29 (??/??/92)  538.615  (m)         1767.11   (f) ADJ UNCH    2 0
 LG0717
 LG0717.Superseded values are not recommended for survey control.
 LG0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0717.See file dsdata.txt to determine how the superseded data were derived.
 LG0717
 LG0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL860241(NAD 83)
 LG0717_MARKER: DB = BENCH MARK DISK
 LG0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0717_STAMPING: G 138 1935
 LG0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0717+STABILITY: SURFACE MOTION
 LG0717
 LG0717  HISTORY     - Date     Condition        Report By
 LG0717  HISTORY     - 1935     MONUMENTED       CGS
 LG0717
 LG0717                          STATION DESCRIPTION
 LG0717
 LG0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0717'1.1 MI E FROM AURORA.
 LG0717'1.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0717'FROM THE STATION AT AURORA, HAMILTON COUNTY, 0.3 MILE WEST OF
 LG0717'MILEPOST 76, 132.7 FEET SOUTHWEST OF THE CENTER OF A ROAD
 LG0717'CROSSING, 127.5 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD,
 LG0717'AND 40.6 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 LG0717'G 138 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1068 ***********************************************************************
 MK1068  DESIGNATION -  G 139
 MK1068  PID         -  MK1068
 MK1068  STATE/COUNTY-  NE/CUMING
 MK1068  USGS QUAD   -  WEST POINT SE (1966)
 MK1068
 MK1068                         *CURRENT SURVEY CONTROL
 MK1068  ___________________________________________________________________
 MK1068* NAD 83(1986)-  41 49 44.     (N)    096 36 44.     (W)     SCALED    
 MK1068* NAVD 88     -       431.396  (meters)    1415.34   (feet)  ADJUSTED  
 MK1068  ___________________________________________________________________
 MK1068  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 MK1068  DYNAMIC HT  -         431.237 (meters)    1414.82  (feet)  COMP
 MK1068  MODELED GRAV-     980,242.0   (mgal)                       NAVD 88
 MK1068
 MK1068  VERT ORDER  -  SECOND    CLASS 0
 MK1068
 MK1068.The horizontal coordinates were scaled from a topographic map and have
 MK1068.an estimated accuracy of +/- 6 seconds.
 MK1068
 MK1068.The orthometric height was determined by differential leveling
 MK1068.and adjusted by the National Geodetic Survey in June 1991..
 MK1068
 MK1068.The geoid height was determined by GEOID03.
 MK1068
 MK1068.The dynamic height is computed by dividing the NAVD 88
 MK1068.geopotential number by the normal gravity value computed on the
 MK1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1068.degrees latitude (g = 980.6199 gals.).
 MK1068
 MK1068.The modeled gravity was interpolated from observed gravity values.
 MK1068
 MK1068;                    North         East    Units  Estimated Accuracy
 MK1068;SPC NE       -   227,070.      781,270.      MT  (+/- 180 meters Scaled)
 MK1068
 MK1068                          SUPERSEDED SURVEY CONTROL
 MK1068
 MK1068  NGVD 29 (??/??/92)  431.256  (m)         1414.88   (f) ADJ UNCH    2 0
 MK1068
 MK1068.Superseded values are not recommended for survey control.
 MK1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1068.See file dsdata.txt to determine how the superseded data were derived.
 MK1068
 MK1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM982335(NAD 83)
 MK1068_MARKER: DB = BENCH MARK DISK
 MK1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1068_STAMPING: G-139-1935
 MK1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1068+STABILITY: SURFACE MOTION
 MK1068
 MK1068  HISTORY     - Date     Condition        Report By
 MK1068  HISTORY     - 1935     MONUMENTED       CGS
 MK1068  HISTORY     - 1957     GOOD             NGS
 MK1068
 MK1068                          STATION DESCRIPTION
 MK1068
 MK1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1068'5.6 MI E FROM WEST POINT.
 MK1068'ALONG STATE HIGHWAY NO. 9 BETWEEN OAKLAND AND WEST POINT,
 MK1068'ABOUT 400 FEET EAST OF CROSS ROAD, 235.0 FEET SOUTHEAST OF THE
 MK1068'CENTER LINE OF ROAD TO JOHN AHRENS FARM HOUSE, 30.5 FEET
 MK1068'SOUTH OF THE CENTER LINE OF HIGHWAY, 1.5 FEET NORTH OF FENCE.
 MK1068
 MK1068                          STATION RECOVERY (1957)
 MK1068
 MK1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0436 ***********************************************************************
 LG0436  DESIGNATION -  G 14
 LG0436  PID         -  LG0436
 LG0436  STATE/COUNTY-  NE/SALINE
 LG0436  USGS QUAD   -  FRIEND (1966)
 LG0436
 LG0436                         *CURRENT SURVEY CONTROL
 LG0436  ___________________________________________________________________
 LG0436* NAD 83(1986)-  40 39 19.     (N)    097 17 11.     (W)     SCALED    
 LG0436* NAVD 88     -       477.657  (meters)    1567.11   (feet)  ADJUSTED  
 LG0436  ___________________________________________________________________
 LG0436  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0436  DYNAMIC HT  -         477.396 (meters)    1566.26  (feet)  COMP
 LG0436  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 LG0436
 LG0436  VERT ORDER  -  FIRST     CLASS II
 LG0436
 LG0436.The horizontal coordinates were scaled from a topographic map and have
 LG0436.an estimated accuracy of +/- 6 seconds.
 LG0436
 LG0436.The orthometric height was determined by differential leveling
 LG0436.and adjusted by the National Geodetic Survey in May 1993..
 LG0436
 LG0436.The geoid height was determined by GEOID03.
 LG0436
 LG0436.The dynamic height is computed by dividing the NAVD 88
 LG0436.geopotential number by the normal gravity value computed on the
 LG0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0436.degrees latitude (g = 980.6199 gals.).
 LG0436
 LG0436.The modeled gravity was interpolated from observed gravity values.
 LG0436
 LG0436;                    North         East    Units  Estimated Accuracy
 LG0436;SPC NE       -    94,860.      729,410.      MT  (+/- 180 meters Scaled)
 LG0436
 LG0436                          SUPERSEDED SURVEY CONTROL
 LG0436
 LG0436  NAVD 88 (06/15/91)  477.671  (m)         1567.16   (f) UNKNOWN     1 2
 LG0436  NGVD 29 (??/??/92)  477.508  (m)         1566.62   (f) ADJ UNCH    1 2
 LG0436
 LG0436.Superseded values are not recommended for survey control.
 LG0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0436.See file dsdata.txt to determine how the superseded data were derived.
 LG0436
 LG0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL448019(NAD 83)
 LG0436_MARKER: DB = BENCH MARK DISK
 LG0436_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LG0436_SP_SET: BUILDING
 LG0436_STAMPING: G 14 1933 1566.473
 LG0436_MARK LOGO: CGS   
 LG0436_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0436+STABILITY: SURFACE MOTION
 LG0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0436+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0436
 LG0436  HISTORY     - Date     Condition        Report By
 LG0436  HISTORY     - 1933     MONUMENTED       CGS
 LG0436  HISTORY     - 1940     GOOD             NGS
 LG0436  HISTORY     - 1985     GOOD             NGS
 LG0436  HISTORY     - 19911008 GOOD             NGS
 LG0436
 LG0436                          STATION DESCRIPTION
 LG0436
 LG0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0436'AT FRIEND.
 LG0436'AT FRIEND, SALINE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0436'RAILROAD, IN THE NORTH WALL OF THE STATION, 3 FEET EAST OF THE
 LG0436'NORTH ENTRANCE TO THE WAITING ROOM, AND 3 FEET ABOVE THE WALK.  A
 LG0436'STANDARD DISK, STAMPED 1566.473 G 14 1933 AND SET VERTICALLY.
 LG0436
 LG0436                          STATION RECOVERY (1985)
 LG0436
 LG0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0436'IN THE OLD RAILROAD STATION BUILDING IN FRIEND, 0.91 M (3.0 FT) EAST
 LG0436'OF THE NORTH ENTRANCE, 0.91 M (3.0 FT), ABOVE THE SIDEWALK AND SET
 LG0436'VERTICALLY. THE OLD STATION BUILDING HAS BEEN PURCHASED BY THE CITY
 LG0436'OF FRIEND AND IS BEING PLACED ON THE NATIONAL REGISTER OF HISTORICAL
 LG0436'BUILDINGS.
 LG0436
 LG0436                          STATION RECOVERY (1991)
 LG0436
 LG0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0436'IN FRIEND, AT THE INTERSECTION OF U.S. HIGHWAY 6 (1ST STREET) AND
 LG0436'MAPLE STREET, SET VERTICALLY IN THE NORTH FACE OF A BURLINGTON
 LG0436'NORTHERN RAILROAD STORAGE BUILDING (OLD RAILROAD STATION), 29.4 M
 LG0436'(96.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 17.3 M (56.8 FT)
 LG0436'EAST OF THE EXTENDED CENTER OF THE STREET, 6.7 M (22.0 FT) SOUTH OF
 LG0436'THE NEAR RAIL, 3.5 M (11.5 FT) WEST OF THE NORTHEAST CORNER OF THE
 LG0436'BUILDING, AND 1.0 M (3.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0604 ***********************************************************************
 NM0604  DESIGNATION -  G 140
 NM0604  PID         -  NM0604
 NM0604  STATE/COUNTY-  NE/THURSTON
 NM0604  USGS QUAD   -  EMERSON (1967)
 NM0604
 NM0604                         *CURRENT SURVEY CONTROL
 NM0604  ___________________________________________________________________
 NM0604* NAD 83(1986)-  42 16 02.     (N)    096 43 35.     (W)     SCALED    
 NM0604* NAVD 88     -       429.061  (meters)    1407.68   (feet)  ADJUSTED  
 NM0604  ___________________________________________________________________
 NM0604  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 NM0604  DYNAMIC HT  -         428.916 (meters)    1407.20  (feet)  COMP
 NM0604  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 NM0604
 NM0604  VERT ORDER  -  SECOND    CLASS 0
 NM0604
 NM0604.The horizontal coordinates were scaled from a topographic map and have
 NM0604.an estimated accuracy of +/- 6 seconds.
 NM0604
 NM0604.The orthometric height was determined by differential leveling
 NM0604.and adjusted by the National Geodetic Survey in June 1991..
 NM0604
 NM0604.The geoid height was determined by GEOID03.
 NM0604
 NM0604.The dynamic height is computed by dividing the NAVD 88
 NM0604.geopotential number by the normal gravity value computed on the
 NM0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0604.degrees latitude (g = 980.6199 gals.).
 NM0604
 NM0604.The modeled gravity was interpolated from observed gravity values.
 NM0604
 NM0604;                    North         East    Units  Estimated Accuracy
 NM0604;SPC NE       -   275,340.      769,950.      MT  (+/- 180 meters Scaled)
 NM0604
 NM0604                          SUPERSEDED SURVEY CONTROL
 NM0604
 NM0604  NGVD 29 (??/??/92)  428.889  (m)         1407.11   (f) ADJ UNCH    2 0
 NM0604
 NM0604.Superseded values are not recommended for survey control.
 NM0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0604.See file dsdata.txt to determine how the superseded data were derived.
 NM0604
 NM0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM875819(NAD 83)
 NM0604_MARKER: DB = BENCH MARK DISK
 NM0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0604_STAMPING: G 140 1935
 NM0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0604+STABILITY: SURFACE MOTION
 NM0604
 NM0604  HISTORY     - Date     Condition        Report By
 NM0604  HISTORY     - 1935     MONUMENTED       CGS
 NM0604  HISTORY     - 1947     GOOD             NGS
 NM0604  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0604
 NM0604                          STATION DESCRIPTION
 NM0604
 NM0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM0604'0.7 MI S FROM EMERSON.
 NM0604'ABOUT 0.7 MILE SOUTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0604'AND OMAHA RAILROAD FROM THE STATION AT EMERSON, AT THE INTERSECTION
 NM0604'OF THE RAILROAD AND STATE HIGHWAY NO. 9, 48.0 FEET WEST OF THE
 NM0604'CENTER LINE OF THE HIGHWAY, 43.8 FEET NORTHEAST OF AND ABOUT
 NM0604'2.0 FEET LOWER THAN THE CENTER LINE OF THE TRACK, 23.4 FEET
 NM0604'NORTHWEST OF A FENCE CORNER, 4.9 FEET NORTHWEST OF MILE POST
 NM0604'29-30, 2.0 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE, 1.0 FOOT
 NM0604'SOUTHEAST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0604'A CONCRETE POST FLUSH WITH THE GROUND.
 NM0604
 NM0604                          STATION RECOVERY (1966)
 NM0604
 NM0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0081 ***********************************************************************
 LH0081  DESIGNATION -  G 15
 LH0081  PID         -  LH0081
 LH0081  STATE/COUNTY-  NE/CLAY
 LH0081  USGS QUAD   -  HARVARD (1969)
 LH0081
 LH0081                         *CURRENT SURVEY CONTROL
 LH0081  ___________________________________________________________________
 LH0081* NAD 83(1986)-  40 36 27.     (N)    098 00 52.     (W)     SCALED    
 LH0081* NAVD 88     -       539.596  (meters)    1770.32   (feet)  ADJUSTED  
 LH0081  ___________________________________________________________________
 LH0081  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 LH0081  DYNAMIC HT  -         539.296 (meters)    1769.34  (feet)  COMP
 LH0081  MODELED GRAV-     980,051.8   (mgal)                       NAVD 88
 LH0081
 LH0081  VERT ORDER  -  FIRST     CLASS II
 LH0081
 LH0081.The horizontal coordinates were scaled from a topographic map and have
 LH0081.an estimated accuracy of +/- 6 seconds.
 LH0081
 LH0081.The orthometric height was determined by differential leveling
 LH0081.and adjusted by the National Geodetic Survey in June 1991..
 LH0081
 LH0081.The geoid height was determined by GEOID03.
 LH0081
 LH0081.The dynamic height is computed by dividing the NAVD 88
 LH0081.geopotential number by the normal gravity value computed on the
 LH0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0081.degrees latitude (g = 980.6199 gals.).
 LH0081
 LH0081.The modeled gravity was interpolated from observed gravity values.
 LH0081
 LH0081;                    North         East    Units  Estimated Accuracy
 LH0081;SPC NE       -    87,880.      667,990.      MT  (+/- 180 meters Scaled)
 LH0081
 LH0081                          SUPERSEDED SURVEY CONTROL
 LH0081
 LH0081  NGVD 29 (??/??/92)  539.383  (m)         1769.63   (f) ADJ UNCH    1 2
 LH0081
 LH0081.Superseded values are not recommended for survey control.
 LH0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0081.See file dsdata.txt to determine how the superseded data were derived.
 LH0081
 LH0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK833956(NAD 83)
 LH0081_MARKER: DB = BENCH MARK DISK
 LH0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0081_STAMPING: 1769.645 G 15 1933
 LH0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0081+STABILITY: SURFACE MOTION
 LH0081
 LH0081  HISTORY     - Date     Condition        Report By
 LH0081  HISTORY     - 1933     MONUMENTED       CGS
 LH0081  HISTORY     - 1935     GOOD             NGS
 LH0081  HISTORY     - 1969     MARK NOT FOUND   USGS
 LH0081
 LH0081                          STATION DESCRIPTION
 LH0081
 LH0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LH0081'4.5 MI E FROM HARVARD.
 LH0081'4.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0081'FROM THE STATION AT HARVARD, CLAY COUNTY, 1/4 MILE WEST OF
 LH0081'MILEPOST 136, AT A ROAD CROSSING, 144 FEET WEST OF THE CENTERLINE
 LH0081'OF THE ROAD, 96 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 LH0081'1 YARD SOUTH OF A FENCE.  A STANDARD DISK, STAMPED 1769.645 G 15
 LH0081'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LH0081'ABOVE GROUND.
 LH0081
 LH0081                          STATION RECOVERY (1969)
 LH0081
 LH0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LH0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0647 ***********************************************************************
 ML0647  DESIGNATION -  G 16
 ML0647  PID         -  ML0647
 ML0647  STATE/COUNTY-  NE/BUFFALO
 ML0647  USGS QUAD   -  MASON CITY SW (1978)
 ML0647
 ML0647                         *CURRENT SURVEY CONTROL
 ML0647  ___________________________________________________________________
 ML0647* NAD 83(1986)-  41 01 15.     (N)    099 23 14.     (W)     SCALED    
 ML0647* NAVD 88     -       687.165  (meters)    2254.47   (feet)  ADJUSTED  
 ML0647  ___________________________________________________________________
 ML0647  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 ML0647  DYNAMIC HT  -         686.788 (meters)    2253.24  (feet)  COMP
 ML0647  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 ML0647
 ML0647  VERT ORDER  -  FIRST     CLASS II
 ML0647
 ML0647.The horizontal coordinates were scaled from a topographic map and have
 ML0647.an estimated accuracy of +/- 6 seconds.
 ML0647
 ML0647.The orthometric height was determined by differential leveling
 ML0647.and adjusted by the National Geodetic Survey in June 1991..
 ML0647
 ML0647.The geoid height was determined by GEOID03.
 ML0647
 ML0647.The dynamic height is computed by dividing the NAVD 88
 ML0647.geopotential number by the normal gravity value computed on the
 ML0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0647.degrees latitude (g = 980.6199 gals.).
 ML0647
 ML0647.The modeled gravity was interpolated from observed gravity values.
 ML0647
 ML0647;                    North         East    Units  Estimated Accuracy
 ML0647;SPC NE       -   132,030.      551,520.      MT  (+/- 180 meters Scaled)
 ML0647
 ML0647                          SUPERSEDED SURVEY CONTROL
 ML0647
 ML0647  NGVD 29 (??/??/92)  686.918  (m)         2253.66   (f) ADJ UNCH    1 2
 ML0647
 ML0647.Superseded values are not recommended for survey control.
 ML0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0647.See file dsdata.txt to determine how the superseded data were derived.
 ML0647
 ML0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML674411(NAD 83)
 ML0647_MARKER: DB = BENCH MARK DISK
 ML0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0647_STAMPING: G 16 1933
 ML0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0647+STABILITY: SURFACE MOTION
 ML0647
 ML0647  HISTORY     - Date     Condition        Report By
 ML0647  HISTORY     - 1933     MONUMENTED       CGS
 ML0647  HISTORY     - 1967     GOOD             NGS
 ML0647
 ML0647                          STATION DESCRIPTION
 ML0647
 ML0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 ML0647'6.5 MI N FROM MILLER.
 ML0647'ABOUT 6-1/2 MILES NORTH ALONG U.S. HIGHWAY 183 FROM MILLER,
 ML0647'BUFFALO COUNTY, ABOUT 2.1 MILES SOUTH OF MILTON STORE,
 ML0647'80 FEET SOUTHEAST OF A HOUSE OWNED BY ERBON KEYSER, 32 FEET
 ML0647'WEST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET NORTH OF A
 ML0647'FENCE CORNER.  A STANDARD DISK, STAMPED 2253.663 G 16 1933
 ML0647'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 ML0647'ABOVE GROUND.  ALSO, THE MARK IS ABOUT 200 FEET WEST OF NEW
 ML0647'U.S. HIGHWAY 183, 4 FEET EAST OF A FENCE, AND 1 FOOT SOUTH
 ML0647'OF A WHITE WOODEN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0246 ***********************************************************************
 LJ0246  DESIGNATION -  G 162
 LJ0246  PID         -  LJ0246
 LJ0246  STATE/COUNTY-  NE/DUNDY
 LJ0246  USGS QUAD   -  ARROWHEAD LAKE (1973)
 LJ0246
 LJ0246                         *CURRENT SURVEY CONTROL
 LJ0246  ___________________________________________________________________
 LJ0246* NAD 83(1986)-  40 09 45.     (N)    101 30 43.     (W)     SCALED    
 LJ0246* NAVD 88     -       939.648  (meters)    3082.83   (feet)  ADJUSTED  
 LJ0246  ___________________________________________________________________
 LJ0246  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 LJ0246  DYNAMIC HT  -         938.984 (meters)    3080.65  (feet)  COMP
 LJ0246  MODELED GRAV-     979,886.8   (mgal)                       NAVD 88
 LJ0246
 LJ0246  VERT ORDER  -  SECOND    CLASS 0
 LJ0246
 LJ0246.The horizontal coordinates were scaled from a topographic map and have
 LJ0246.an estimated accuracy of +/- 6 seconds.
 LJ0246
 LJ0246.The orthometric height was determined by differential leveling
 LJ0246.and adjusted by the National Geodetic Survey in June 1991..
 LJ0246
 LJ0246.The geoid height was determined by GEOID03.
 LJ0246
 LJ0246.The dynamic height is computed by dividing the NAVD 88
 LJ0246.geopotential number by the normal gravity value computed on the
 LJ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0246.degrees latitude (g = 980.6199 gals.).
 LJ0246
 LJ0246.The modeled gravity was interpolated from observed gravity values.
 LJ0246
 LJ0246;                    North         East    Units  Estimated Accuracy
 LJ0246;SPC NE       -    37,680.      371,210.      MT  (+/- 180 meters Scaled)
 LJ0246
 LJ0246                          SUPERSEDED SURVEY CONTROL
 LJ0246
 LJ0246  NGVD 29 (??/??/92)  939.287  (m)         3081.64   (f) ADJ UNCH    2 0
 LJ0246
 LJ0246.Superseded values are not recommended for survey control.
 LJ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0246.See file dsdata.txt to determine how the superseded data were derived.
 LJ0246
 LJ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK860488(NAD 83)
 LJ0246_MARKER: DB = BENCH MARK DISK
 LJ0246_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0246_SP_SET: HEADWALL
 LJ0246_STAMPING: G 162 1934
 LJ0246_MARK LOGO: CGS   
 LJ0246_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0246+STABILITY: SURFACE MOTION
 LJ0246
 LJ0246  HISTORY     - Date     Condition        Report By
 LJ0246  HISTORY     - 1934     MONUMENTED       CGS
 LJ0246  HISTORY     - 1959     GOOD             NGS
 LJ0246  HISTORY     - 19950425 GOOD             NGS
 LJ0246
 LJ0246                          STATION DESCRIPTION
 LJ0246
 LJ0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LJ0246'8.4 MI N FROM BENKELMAN.
 LJ0246'8.4 MILES NORTH ALONG OLD STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0246'BURLINGTON AND QUINCY RAILROAD STATION AT BENKELMAN, NEAR
 LJ0246'CORNER SECTIONS 4, 5, 6, 9, T 2 N, R 37 W, 115 FEET NORTH OF A
 LJ0246'T-ROAD LEADING WEST, 12 FEET EAST OF THE CENTERLINE OF THE
 LJ0246'ROAD, 146 FEET SOUTH OF A T-ROAD LEADING EAST, AND IN THE
 LJ0246'CENTER OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED G 162
 LJ0246'1934.
 LJ0246
 LJ0246                          STATION RECOVERY (1995)
 LJ0246
 LJ0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (TR)
 LJ0246'MARK WAS RECOVERED IN GOOD CONDITION.  NOTE-FOUND BUT HEADWALL MAY BE
 LJ0246'LEANING - USE WITH CAUTION, QUAD 401013.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0120 ***********************************************************************
 LJ0120  DESIGNATION -  G 163
 LJ0120  PID         -  LJ0120
 LJ0120  STATE/COUNTY-  NE/LINCOLN
 LJ0120  USGS QUAD   -  DICKENS (1956)
 LJ0120
 LJ0120                         *CURRENT SURVEY CONTROL
 LJ0120  ___________________________________________________________________
 LJ0120* NAD 83(1986)-  40 49 30.     (N)    100 59 44.     (W)     SCALED    
 LJ0120* NAVD 88     -       953.566  (meters)    3128.49   (feet)  ADJUSTED  
 LJ0120  ___________________________________________________________________
 LJ0120  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 LJ0120  DYNAMIC HT  -         952.940 (meters)    3126.44  (feet)  COMP
 LJ0120  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 LJ0120
 LJ0120  VERT ORDER  -  SECOND    CLASS 0
 LJ0120
 LJ0120.The horizontal coordinates were scaled from a topographic map and have
 LJ0120.an estimated accuracy of +/- 6 seconds.
 LJ0120
 LJ0120.The orthometric height was determined by differential leveling
 LJ0120.and adjusted by the National Geodetic Survey in June 1991..
 LJ0120
 LJ0120.The geoid height was determined by GEOID03.
 LJ0120
 LJ0120.The dynamic height is computed by dividing the NAVD 88
 LJ0120.geopotential number by the normal gravity value computed on the
 LJ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0120.degrees latitude (g = 980.6199 gals.).
 LJ0120
 LJ0120.The modeled gravity was interpolated from observed gravity values.
 LJ0120
 LJ0120;                    North         East    Units  Estimated Accuracy
 LJ0120;SPC NE       -   110,590.      416,040.      MT  (+/- 180 meters Scaled)
 LJ0120
 LJ0120                          SUPERSEDED SURVEY CONTROL
 LJ0120
 LJ0120  NGVD 29 (??/??/92)  953.164  (m)         3127.17   (f) ADJ UNCH    2 0
 LJ0120
 LJ0120.Superseded values are not recommended for survey control.
 LJ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0120.See file dsdata.txt to determine how the superseded data were derived.
 LJ0120
 LJ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL317212(NAD 83)
 LJ0120_MARKER: DB = BENCH MARK DISK
 LJ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0120_STAMPING: G 163 1934
 LJ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0120+STABILITY: SURFACE MOTION
 LJ0120
 LJ0120  HISTORY     - Date     Condition        Report By
 LJ0120  HISTORY     - 1934     MONUMENTED       CGS
 LJ0120  HISTORY     - 1955     POOR             USGS
 LJ0120
 LJ0120                          STATION DESCRIPTION
 LJ0120
 LJ0120'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LJ0120'AT DICKENS.
 LJ0120'AT DICKENS, LINCOLN COUNTY, ON THE CHICAGO, BURLINGTON AND
 LJ0120'QUINCY RAILROAD, 7 POLES WEST OF THE STATION, AT A ROAD CROSSING,
 LJ0120'100 FEET EAST OF THE ROAD, 54 FEET SOUTH OF THE CENTERLINE OF
 LJ0120'THE TRACK, 20 FEET SOUTHWEST OF A TELEPHONE POLE, AND 3 FEET
 LJ0120'NORTH OF THE PROPERTY LINE.  A STANDARD DISK, STAMPED G 163
 LJ0120'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE POST HAS
 LJ0120'BEEN STRUCK BY A ROAD GRADER AND IS TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0816 ***********************************************************************
 LH0816  DESIGNATION -  G 164
 LH0816  PID         -  LH0816
 LH0816  STATE/COUNTY-  NE/PHELPS
 LH0816  USGS QUAD   -  BERTRAND SE (1970)
 LH0816
 LH0816                         *CURRENT SURVEY CONTROL
 LH0816  ___________________________________________________________________
 LH0816* NAD 83(1986)-  40 30 38.     (N)    099 35 14.     (W)     SCALED    
 LH0816* NAVD 88     -       751.034  (meters)    2464.02   (feet)  ADJUSTED  
 LH0816  ___________________________________________________________________
 LH0816  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 LH0816  DYNAMIC HT  -         750.560 (meters)    2462.46  (feet)  COMP
 LH0816  MODELED GRAV-     979,968.6   (mgal)                       NAVD 88
 LH0816
 LH0816  VERT ORDER  -  SECOND    CLASS 0
 LH0816
 LH0816.The horizontal coordinates were scaled from a topographic map and have
 LH0816.an estimated accuracy of +/- 6 seconds.
 LH0816
 LH0816.The orthometric height was determined by differential leveling
 LH0816.and adjusted by the National Geodetic Survey in June 1991..
 LH0816
 LH0816.The geoid height was determined by GEOID03.
 LH0816
 LH0816.The dynamic height is computed by dividing the NAVD 88
 LH0816.geopotential number by the normal gravity value computed on the
 LH0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0816.degrees latitude (g = 980.6199 gals.).
 LH0816
 LH0816.The modeled gravity was interpolated from observed gravity values.
 LH0816
 LH0816;                    North         East    Units  Estimated Accuracy
 LH0816;SPC NE       -    75,280.      534,980.      MT  (+/- 180 meters Scaled)
 LH0816
 LH0816                          SUPERSEDED SURVEY CONTROL
 LH0816
 LH0816  NGVD 29 (??/??/92)  750.734  (m)         2463.03   (f) ADJ UNCH    2 0
 LH0816
 LH0816.Superseded values are not recommended for survey control.
 LH0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0816.See file dsdata.txt to determine how the superseded data were derived.
 LH0816
 LH0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK502845(NAD 83)
 LH0816_MARKER: DB = BENCH MARK DISK
 LH0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0816_STAMPING: G 164 1934
 LH0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0816+STABILITY: SURFACE MOTION
 LH0816
 LH0816  HISTORY     - Date     Condition        Report By
 LH0816  HISTORY     - 1934     MONUMENTED       CGS
 LH0816  HISTORY     - 1941     GOOD             NGS
 LH0816
 LH0816                          STATION DESCRIPTION
 LH0816
 LH0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LH0816'2.8 MI E FROM BERTRAND.
 LH0816'2.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0816'FROM THE CITY WATER TOWER AT BERTRAND, PHELPS COUNTY, AT A
 LH0816'ROAD CROSSING, 60 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 100
 LH0816'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 23 AT A
 LH0816'SOUTH-AND-WEST CURVE, AND 33 FEET NORTHEAST OF THE CENTERLINE
 LH0816'OF THE TRACK.  A STANDARD DISK, STAMPED G 164 1934 AND SET
 LH0816'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0133 ***********************************************************************
 LJ0133  DESIGNATION -  G 165
 LJ0133  PID         -  LJ0133
 LJ0133  STATE/COUNTY-  NE/FRONTIER
 LJ0133  USGS QUAD   -  CURTIS (1956)
 LJ0133
 LJ0133                         *CURRENT SURVEY CONTROL
 LJ0133  ___________________________________________________________________
 LJ0133* NAD 83(1986)-  40 38 08.     (N)    100 30 35.     (W)     SCALED    
 LJ0133* NAVD 88     -       793.624  (meters)    2603.75   (feet)  ADJUSTED  
 LJ0133  ___________________________________________________________________
 LJ0133  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 LJ0133  DYNAMIC HT  -         793.126 (meters)    2602.11  (feet)  COMP
 LJ0133  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 LJ0133
 LJ0133  VERT ORDER  -  SECOND    CLASS 0
 LJ0133
 LJ0133.The horizontal coordinates were scaled from a topographic map and have
 LJ0133.an estimated accuracy of +/- 6 seconds.
 LJ0133
 LJ0133.The orthometric height was determined by differential leveling
 LJ0133.and adjusted by the National Geodetic Survey in June 1991..
 LJ0133
 LJ0133.The geoid height was determined by GEOID03.
 LJ0133
 LJ0133.The dynamic height is computed by dividing the NAVD 88
 LJ0133.geopotential number by the normal gravity value computed on the
 LJ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0133.degrees latitude (g = 980.6199 gals.).
 LJ0133
 LJ0133.The modeled gravity was interpolated from observed gravity values.
 LJ0133
 LJ0133;                    North         East    Units  Estimated Accuracy
 LJ0133;SPC NE       -    89,200.      456,890.      MT  (+/- 180 meters Scaled)
 LJ0133
 LJ0133                          SUPERSEDED SURVEY CONTROL
 LJ0133
 LJ0133  NGVD 29 (??/??/92)  793.278  (m)         2602.61   (f) ADJ UNCH    2 0
 LJ0133
 LJ0133.Superseded values are not recommended for survey control.
 LJ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0133.See file dsdata.txt to determine how the superseded data were derived.
 LJ0133
 LJ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK723993(NAD 83)
 LJ0133_MARKER: DB = BENCH MARK DISK
 LJ0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0133_SP_SET: CONCRETE FOOTING
 LJ0133_STAMPING: 2606.613 G 165 1934
 LJ0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0133
 LJ0133  HISTORY     - Date     Condition        Report By
 LJ0133  HISTORY     - 1934     MONUMENTED       CGS
 LJ0133  HISTORY     - 1941     GOOD             NGS
 LJ0133
 LJ0133                          STATION DESCRIPTION
 LJ0133
 LJ0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0133'AT CURTIS.
 LJ0133'AT CURTIS, FRONTIER COUNTY, AT THE NEBRASKA SCHOOL OF AGRICULTURE,
 LJ0133'100 FEET WEST OF AGRICULTURE HALL, 36 FEET SOUTHWEST OF THE
 LJ0133'UNITED STATES GEOLOGICAL SURVEY RAIN AND TEMPERATURE STATION,
 LJ0133'AT THE FLAGPOLE, AND IN THE CONCRETE FOOTING.  A STANDARD DISK,
 LJ0133'STAMPED 2602.613 G 165 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0134 ***********************************************************************
 LJ0134  DESIGNATION -  G 165 RESET
 LJ0134  PID         -  LJ0134
 LJ0134  STATE/COUNTY-  NE/FRONTIER
 LJ0134  USGS QUAD   -  CURTIS (1956)
 LJ0134
 LJ0134                         *CURRENT SURVEY CONTROL
 LJ0134  ___________________________________________________________________
 LJ0134* NAD 83(1986)-  40 38 08.     (N)    100 30 35.     (W)     SCALED    
 LJ0134* NAVD 88     -       794.36   (meters)    2606.2    (feet)  RESET     
 LJ0134  ___________________________________________________________________
 LJ0134  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 LJ0134
 LJ0134  VERT ORDER  -  THIRD
 LJ0134
 LJ0134.The horizontal coordinates were scaled from a topographic map and have
 LJ0134.an estimated accuracy of +/- 6 seconds.
 LJ0134
 LJ0134.The orthometric height was computed from unverified reset data.
 LJ0134
 LJ0134.The geoid height was determined by GEOID03.
 LJ0134
 LJ0134;                    North         East    Units  Estimated Accuracy
 LJ0134;SPC NE       -    89,200.      456,890.      MT  (+/- 180 meters Scaled)
 LJ0134
 LJ0134                          SUPERSEDED SURVEY CONTROL
 LJ0134
 LJ0134.No superseded survey control is available for this station.
 LJ0134
 LJ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK723993(NAD 83)
 LJ0134_MARKER: DB = BENCH MARK DISK
 LJ0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0134_SP_SET: CONCRETE BASE
 LJ0134_STAMPING: G 165 RESET 1972
 LJ0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0134
 LJ0134  HISTORY     - Date     Condition        Report By
 LJ0134  HISTORY     - 1972     MONUMENTED       LOCSUR
 LJ0134
 LJ0134                          STATION DESCRIPTION
 LJ0134
 LJ0134'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 LJ0134'AT CURTIS.
 LJ0134'AT CURTIS, AT THE UNIVERSITY OF NEBRASKA SCHOOL OF TECHNICAL
 LJ0134'AGRICULTURE, 30 FEET SOUTH OF THE STEPS AT THE SOUTH ENTRANCE
 LJ0134'TO THE AGRICULTURE HALL AND SET IN THE BASE OF THE FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0759 ***********************************************************************
 LH0759  DESIGNATION -  G 166
 LH0759  PID         -  LH0759
 LH0759  STATE/COUNTY-  NE/HARLAN
 LH0759  USGS QUAD   -  MASCOT (1958)
 LH0759
 LH0759                         *CURRENT SURVEY CONTROL
 LH0759  ___________________________________________________________________
 LH0759* NAD 83(1986)-  40 16 04.     (N)    099 32 45.     (W)     SCALED    
 LH0759* NAVD 88     -       648.638  (meters)    2128.07   (feet)  ADJUSTED  
 LH0759  ___________________________________________________________________
 LH0759  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 LH0759  DYNAMIC HT  -         648.243 (meters)    2126.78  (feet)  COMP
 LH0759  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 LH0759
 LH0759  VERT ORDER  -  SECOND    CLASS 0
 LH0759
 LH0759.The horizontal coordinates were scaled from a topographic map and have
 LH0759.an estimated accuracy of +/- 6 seconds.
 LH0759
 LH0759.The orthometric height was determined by differential leveling
 LH0759.and adjusted by the National Geodetic Survey in June 1991..
 LH0759
 LH0759.The geoid height was determined by GEOID03.
 LH0759
 LH0759.The dynamic height is computed by dividing the NAVD 88
 LH0759.geopotential number by the normal gravity value computed on the
 LH0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0759.degrees latitude (g = 980.6199 gals.).
 LH0759
 LH0759.The modeled gravity was interpolated from observed gravity values.
 LH0759
 LH0759;                    North         East    Units  Estimated Accuracy
 LH0759;SPC NE       -    48,340.      538,630.      MT  (+/- 180 meters Scaled)
 LH0759
 LH0759                          SUPERSEDED SURVEY CONTROL
 LH0759
 LH0759  NGVD 29 (??/??/92)  648.381  (m)         2127.23   (f) ADJ UNCH    2 0
 LH0759
 LH0759.Superseded values are not recommended for survey control.
 LH0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0759.See file dsdata.txt to determine how the superseded data were derived.
 LH0759
 LH0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK535576(NAD 83)
 LH0759_MARKER: DB = BENCH MARK DISK
 LH0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0759_STAMPING: G 166 1934
 LH0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0759+STABILITY: SURFACE MOTION
 LH0759
 LH0759  HISTORY     - Date     Condition        Report By
 LH0759  HISTORY     - 1934     MONUMENTED       CGS
 LH0759  HISTORY     - 1942     GOOD             USGS
 LH0759
 LH0759                          STATION DESCRIPTION
 LH0759
 LH0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0759'AT MASCOT.
 LH0759'AT MASCOT, HARLAN COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0759'RAILROAD, 300 FEET NORTH OF THE STATION, 51 FEET EAST OF THE
 LH0759'CENTER LINE OF THE TRACK, AND 30 FEET WEST OF THE CENTER LINE
 LH0759'OF A COUNTY ROAD PARALLELING THE TRACK.  A STANDARD DISK,
 LH0759'STAMPED G 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0759
 LH0759                          STATION RECOVERY (1942)
 LH0759
 LH0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 LH0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0694 ***********************************************************************
 LH0694  DESIGNATION -  G 167
 LH0694  PID         -  LH0694
 LH0694  STATE/COUNTY-  NE/FRANKLIN
 LH0694  USGS QUAD   -  BLOOMINGTON (1973)
 LH0694
 LH0694                         *CURRENT SURVEY CONTROL
 LH0694  ___________________________________________________________________
 LH0694* NAD 83(1986)-  40 04 17.     (N)    099 06 44.     (W)     SCALED    
 LH0694* NAVD 88     -       565.961  (meters)    1856.82   (feet)  ADJUSTED  
 LH0694  ___________________________________________________________________
 LH0694  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 LH0694  DYNAMIC HT  -         565.600 (meters)    1855.64  (feet)  COMP
 LH0694  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 LH0694
 LH0694  VERT ORDER  -  SECOND    CLASS 0
 LH0694
 LH0694.The horizontal coordinates were scaled from a topographic map and have
 LH0694.an estimated accuracy of +/- 6 seconds.
 LH0694
 LH0694.The orthometric height was determined by differential leveling
 LH0694.and adjusted by the National Geodetic Survey in June 1991..
 LH0694
 LH0694.The geoid height was determined by GEOID03.
 LH0694
 LH0694.The dynamic height is computed by dividing the NAVD 88
 LH0694.geopotential number by the normal gravity value computed on the
 LH0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0694.degrees latitude (g = 980.6199 gals.).
 LH0694
 LH0694.The modeled gravity was interpolated from observed gravity values.
 LH0694
 LH0694;                    North         East    Units  Estimated Accuracy
 LH0694;SPC NE       -    26,820.      575,730.      MT  (+/- 180 meters Scaled)
 LH0694
 LH0694                          SUPERSEDED SURVEY CONTROL
 LH0694
 LH0694  NGVD 29 (??/??/92)  565.712  (m)         1856.01   (f) ADJ UNCH    2 0
 LH0694
 LH0694.Superseded values are not recommended for survey control.
 LH0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0694.See file dsdata.txt to determine how the superseded data were derived.
 LH0694
 LH0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK904356(NAD 83)
 LH0694_MARKER: DB = BENCH MARK DISK
 LH0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0694_STAMPING: G 167 1934
 LH0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0694+STABILITY: SURFACE MOTION
 LH0694
 LH0694  HISTORY     - Date     Condition        Report By
 LH0694  HISTORY     - 1934     MONUMENTED       CGS
 LH0694
 LH0694                          STATION DESCRIPTION
 LH0694
 LH0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0694'8.3 MI E FROM REPUBLICAN CITY.
 LH0694'IN FRANKLIN COUNTY, 8.3 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LH0694'AND QUINCY RAILROAD FROM THE STATION AT REPUBLICAN CITY, HARLAN
 LH0694'COUNTY, AT A ROAD CROSSING, 75 FEET NORTH OF THE CENTER LINE
 LH0694'OF THE TRACK, AND 15 FEET EAST OF THE CENTER LINE OF THE ROAD.  A
 LH0694'STANDARD DISK, STAMPED G 167 1934 AND SET IN THE TOP OF A
 LH0694'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0598 ***********************************************************************
 LH0598  DESIGNATION -  G 168
 LH0598  PID         -  LH0598
 LH0598  STATE/COUNTY-  NE/BUFFALO
 LH0598  USGS QUAD   -  KEARNEY (1983)
 LH0598
 LH0598                         *CURRENT SURVEY CONTROL
 LH0598  ___________________________________________________________________
 LH0598* NAD 83(1986)-  40 39 37.     (N)    099 04 59.     (W)     SCALED    
 LH0598* NAVD 88     -       654.815  (meters)    2148.34   (feet)  ADJUSTED  
 LH0598  ___________________________________________________________________
 LH0598  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 LH0598  DYNAMIC HT  -         654.441 (meters)    2147.11  (feet)  COMP
 LH0598  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 LH0598
 LH0598  VERT ORDER  -  SECOND    CLASS 0
 LH0598
 LH0598.The horizontal coordinates were scaled from a topographic map and have
 LH0598.an estimated accuracy of +/- 6 seconds.
 LH0598
 LH0598.The orthometric height was determined by differential leveling
 LH0598.and adjusted by the National Geodetic Survey in June 1991..
 LH0598
 LH0598.The geoid height was determined by GEOID03.
 LH0598
 LH0598.The dynamic height is computed by dividing the NAVD 88
 LH0598.geopotential number by the normal gravity value computed on the
 LH0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0598.degrees latitude (g = 980.6199 gals.).
 LH0598
 LH0598.The modeled gravity was interpolated from observed gravity values.
 LH0598
 LH0598;                    North         East    Units  Estimated Accuracy
 LH0598;SPC NE       -    92,230.      577,520.      MT  (+/- 180 meters Scaled)
 LH0598
 LH0598                          SUPERSEDED SURVEY CONTROL
 LH0598
 LH0598  NGVD 29 (??/??/92)  654.554  (m)         2147.48   (f) ADJ UNCH    2 0
 LH0598
 LH0598.Superseded values are not recommended for survey control.
 LH0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0598.See file dsdata.txt to determine how the superseded data were derived.
 LH0598
 LH0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929010(NAD 83)
 LH0598_MARKER: DB = BENCH MARK DISK
 LH0598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0598_SP_SET: BRIDGE
 LH0598_STAMPING: G 168 1934
 LH0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0598
 LH0598  HISTORY     - Date     Condition        Report By
 LH0598  HISTORY     - 1934     MONUMENTED       CGS
 LH0598  HISTORY     - 1949     GOOD             NGS
 LH0598
 LH0598                          STATION DESCRIPTION
 LH0598
 LH0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0598'2.7 MI S FROM KEARNEY.
 LH0598'2.7 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE POST OFFICE AT
 LH0598'KEARNEY, KEARNEY COUNTY, AT THE NORTHEAST END OF A BRIDGE OVER
 LH0598'PLATTE RIVER, IN THE BRIDGE FLOOR, 6 INCHES WEST OF THE EAST
 LH0598'SIDE, AND 3 INCHES SOUTH OF THE NORTH END.  A STANDARD DISK,
 LH0598'STAMPED G 168 1934.
 LH0598
 LH0598                          STATION RECOVERY (1949)
 LH0598
 LH0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 LH0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0353 ***********************************************************************
 LH0353  DESIGNATION -  G 169
 LH0353  PID         -  LH0353
 LH0353  STATE/COUNTY-  NE/FRANKLIN
 LH0353  USGS QUAD   -  MACON (1973)
 LH0353
 LH0353                         *CURRENT SURVEY CONTROL
 LH0353  ___________________________________________________________________
 LH0353* NAD 83(1986)-  40 14 55.     (N)    098 57 08.     (W)     SCALED    
 LH0353* NAVD 88     -       649.538  (meters)    2131.03   (feet)  ADJUSTED  
 LH0353  ___________________________________________________________________
 LH0353  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 LH0353  DYNAMIC HT  -         649.128 (meters)    2129.68  (feet)  COMP
 LH0353  MODELED GRAV-     979,972.8   (mgal)                       NAVD 88
 LH0353
 LH0353  VERT ORDER  -  SECOND    CLASS 0
 LH0353
 LH0353.The horizontal coordinates were scaled from a topographic map and have
 LH0353.an estimated accuracy of +/- 6 seconds.
 LH0353
 LH0353.The orthometric height was determined by differential leveling
 LH0353.and adjusted by the National Geodetic Survey in June 1991..
 LH0353
 LH0353.The geoid height was determined by GEOID03.
 LH0353
 LH0353.The dynamic height is computed by dividing the NAVD 88
 LH0353.geopotential number by the normal gravity value computed on the
 LH0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0353.degrees latitude (g = 980.6199 gals.).
 LH0353
 LH0353.The modeled gravity was interpolated from observed gravity values.
 LH0353
 LH0353;                    North         East    Units  Estimated Accuracy
 LH0353;SPC NE       -    46,650.      589,140.      MT  (+/- 180 meters Scaled)
 LH0353
 LH0353                          SUPERSEDED SURVEY CONTROL
 LH0353
 LH0353  NGVD 29 (??/??/92)  649.282  (m)         2130.19   (f) ADJ UNCH    2 0
 LH0353
 LH0353.Superseded values are not recommended for survey control.
 LH0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0353.See file dsdata.txt to determine how the superseded data were derived.
 LH0353
 LH0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK040553(NAD 83)
 LH0353_MARKER: DB = BENCH MARK DISK
 LH0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0353_SP_SET: CULVERT
 LH0353_STAMPING: G 169 1934
 LH0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0353
 LH0353  HISTORY     - Date     Condition        Report By
 LH0353  HISTORY     - 1934     MONUMENTED       CGS
 LH0353  HISTORY     - 1959     GOOD             NGS
 LH0353
 LH0353                          STATION DESCRIPTION
 LH0353
 LH0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0353'11.1 MI N FROM FRANKLIN.
 LH0353'11.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO,
 LH0353'BURLINGTON AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN
 LH0353'COUNTY, 200 FEET NORTH OF DISTRICT NO. 25 SCHOOL, AT A ROAD
 LH0353'INTERSECTION, 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LH0353'10 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT A CONCRETE
 LH0353'CULVERT UNDER THE ROAD, AND IN THE TOP OF THE SOUTH HEADWALL.
 LH0353'A STANDARD DISK, STAMPED G 169 1934.
 LH0353
 LH0353                          STATION RECOVERY (1959)
 LH0353
 LH0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LH0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0562 ***********************************************************************
 ML0562  DESIGNATION -  G 17
 ML0562  PID         -  ML0562
 ML0562  STATE/COUNTY-  NE/CUSTER
 ML0562  USGS QUAD   -  SARGENT EAST (1978)
 ML0562
 ML0562                         *CURRENT SURVEY CONTROL
 ML0562  ___________________________________________________________________
 ML0562* NAD 83(1986)-  41 38 26.     (N)    099 22 00.     (W)     SCALED    
 ML0562* NAVD 88     -       705.513  (meters)    2314.67   (feet)  ADJUSTED  
 ML0562  ___________________________________________________________________
 ML0562  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 ML0562  DYNAMIC HT  -         705.162 (meters)    2313.52  (feet)  COMP
 ML0562  MODELED GRAV-     980,101.9   (mgal)                       NAVD 88
 ML0562
 ML0562  VERT ORDER  -  FIRST     CLASS II
 ML0562
 ML0562.The horizontal coordinates were scaled from a topographic map and have
 ML0562.an estimated accuracy of +/- 6 seconds.
 ML0562
 ML0562.The orthometric height was determined by differential leveling
 ML0562.and adjusted by the National Geodetic Survey in June 1991..
 ML0562
 ML0562.The geoid height was determined by GEOID03.
 ML0562
 ML0562.The dynamic height is computed by dividing the NAVD 88
 ML0562.geopotential number by the normal gravity value computed on the
 ML0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0562.degrees latitude (g = 980.6199 gals.).
 ML0562
 ML0562.The modeled gravity was interpolated from observed gravity values.
 ML0562
 ML0562;                    North         East    Units  Estimated Accuracy
 ML0562;SPC NE       -   200,840.      552,750.      MT  (+/- 180 meters Scaled)
 ML0562
 ML0562                          SUPERSEDED SURVEY CONTROL
 ML0562
 ML0562  NGVD 29 (??/??/92)  705.260  (m)         2313.84   (f) ADJ UNCH    1 2
 ML0562
 ML0562.Superseded values are not recommended for survey control.
 ML0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0562.See file dsdata.txt to determine how the superseded data were derived.
 ML0562
 ML0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM694099(NAD 83)
 ML0562_MARKER: DB = BENCH MARK DISK
 ML0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0562_STAMPING: G 17 1933
 ML0562_MARK LOGO: CGS   
 ML0562_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0562+STABILITY: SURFACE MOTION
 ML0562
 ML0562  HISTORY     - Date     Condition        Report By
 ML0562  HISTORY     - UNK      MONUMENTED       CGS
 ML0562  HISTORY     - 1933     GOOD             NGS
 ML0562  HISTORY     - 1950     GOOD             NGS
 ML0562  HISTORY     - 19981029 GOOD             NEDR
 ML0562
 ML0562                          STATION DESCRIPTION
 ML0562
 ML0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0562'IN SARGENT.
 ML0562'IN THE CITY PARK AT SARGENT, NEBR., 130 FT. EAST OF THE SOUTHWEST
 ML0562'CORNER OF THE PARK AND 1 FT. NORTH OF THE SIDEWALK ON THE SOUTH
 ML0562'SIDE OF THE PARK.
 ML0562
 ML0562                          STATION RECOVERY (1950)
 ML0562
 ML0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 ML0562'RECOVERED IN GOOD CONDITION.
 ML0562
 ML0562                          STATION RECOVERY (1998)
 ML0562
 ML0562'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 ML0562'IN SARGENT, IN THE SOUTH EDGE OF THE CITY PARK, IN THE SE1/4, SEC3,
 ML0562'T19N, R18W, 65 M (213.3 FT) WEST OF THE CENTERLINE OF U.S.  HIGHWAY
 ML0562'183, AT MILEPOST 114+80, 15.57 M (51.08 FT) NORTH OF THE CENTERLINE OF
 ML0562'MAIN STREET, 1.81 M (5.94 FT) SOUTH OF THE FACE OF A BRICK ARCHWWAY
 ML0562'INTO THE PARK, 5.94 M (19.49 FT) NORTHEAST OF THE NEAR FACE OF A LIGHT
 ML0562'POLE, 0.60 M (1.97 FT) WEST OF THE WEST EDGE OF THE SIDEWALK THROUGH
 ML0562'THE PARK ENTRANCE AND 0.29 M (0.95 FT) NORTH OF THE EDGE OF A SIDE
 ML0562'WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0312 ***********************************************************************
 LH0312  DESIGNATION -  G 170
 LH0312  PID         -  LH0312
 LH0312  STATE/COUNTY-  NE/NUCKOLLS
 LH0312  USGS QUAD   -  DEWEESE (1960)
 LH0312
 LH0312                         *CURRENT SURVEY CONTROL
 LH0312  ___________________________________________________________________
 LH0312* NAD 83(1986)-  40 20 32.     (N)    098 10 46.     (W)     SCALED    
 LH0312* NAVD 88     -       524.556  (meters)    1720.98   (feet)  ADJUSTED  
 LH0312  ___________________________________________________________________
 LH0312  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LH0312  DYNAMIC HT  -         524.250 (meters)    1719.98  (feet)  COMP
 LH0312  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 LH0312
 LH0312  VERT ORDER  -  SECOND    CLASS 0
 LH0312
 LH0312.The horizontal coordinates were scaled from a topographic map and have
 LH0312.an estimated accuracy of +/- 6 seconds.
 LH0312
 LH0312.The orthometric height was determined by differential leveling
 LH0312.and adjusted by the National Geodetic Survey in June 1991..
 LH0312
 LH0312.The geoid height was determined by GEOID03.
 LH0312
 LH0312.The dynamic height is computed by dividing the NAVD 88
 LH0312.geopotential number by the normal gravity value computed on the
 LH0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0312.degrees latitude (g = 980.6199 gals.).
 LH0312
 LH0312.The modeled gravity was interpolated from observed gravity values.
 LH0312
 LH0312;                    North         East    Units  Estimated Accuracy
 LH0312;SPC NE       -    58,130.      654,650.      MT  (+/- 180 meters Scaled)
 LH0312
 LH0312                          SUPERSEDED SURVEY CONTROL
 LH0312
 LH0312  NGVD 29 (??/??/92)  524.354  (m)         1720.32   (f) ADJ UNCH    2 0
 LH0312
 LH0312.Superseded values are not recommended for survey control.
 LH0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0312.See file dsdata.txt to determine how the superseded data were derived.
 LH0312
 LH0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK696660(NAD 83)
 LH0312_MARKER: DB = BENCH MARK DISK
 LH0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0312_STAMPING: G 170 1934
 LH0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0312+STABILITY: SURFACE MOTION
 LH0312
 LH0312  HISTORY     - Date     Condition        Report By
 LH0312  HISTORY     - 1934     MONUMENTED       CGS
 LH0312  HISTORY     - 1958     MARK NOT FOUND   USGS
 LH0312
 LH0312                          STATION DESCRIPTION
 LH0312
 LH0312'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LH0312'2.4 MI SW FROM DEWEESE.
 LH0312'IN NUCKOLLS COUNTY, 2.4 MILES SOUTHWEST ALONG THE CHICAGO,
 LH0312'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT DEWEESE,
 LH0312'CLAY COUNTY, AT A ROAD CROSSING, 36 FEET NORTH OF THE CENTERLINE
 LH0312'OF THE TRACK, AND 20 FEET EAST OF THE CENTERLINE OF THE ROAD.
 LH0312'A STANDARD DISK, STAMPED G 170 1934 AND SET IN THE TOP OF A
 LH0312'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0564 ***********************************************************************
 LG0564  DESIGNATION -  G 171
 LG0564  PID         -  LG0564
 LG0564  STATE/COUNTY-  NE/JEFFERSON
 LG0564  USGS QUAD   -  GLADSTONE (1960)
 LG0564
 LG0564                         *CURRENT SURVEY CONTROL
 LG0564  ___________________________________________________________________
 LG0564* NAD 83(1986)-  40 13 28.     (N)    097 18 43.     (W)     SCALED    
 LG0564* NAVD 88     -       419.231  (meters)    1375.43   (feet)  ADJUSTED  
 LG0564  ___________________________________________________________________
 LG0564  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 LG0564  DYNAMIC HT  -         418.992 (meters)    1374.64  (feet)  COMP
 LG0564  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 LG0564
 LG0564  VERT ORDER  -  SECOND    CLASS 0
 LG0564
 LG0564.The horizontal coordinates were scaled from a topographic map and have
 LG0564.an estimated accuracy of +/- 6 seconds.
 LG0564
 LG0564.The orthometric height was determined by differential leveling
 LG0564.and adjusted by the National Geodetic Survey in June 1991..
 LG0564
 LG0564.The geoid height was determined by GEOID03.
 LG0564
 LG0564.The dynamic height is computed by dividing the NAVD 88
 LG0564.geopotential number by the normal gravity value computed on the
 LG0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0564.degrees latitude (g = 980.6199 gals.).
 LG0564
 LG0564.The modeled gravity was interpolated from observed gravity values.
 LG0564
 LG0564;                    North         East    Units  Estimated Accuracy
 LG0564;SPC NE       -    46,980.      728,730.      MT  (+/- 180 meters Scaled)
 LG0564
 LG0564                          SUPERSEDED SURVEY CONTROL
 LG0564
 LG0564  NGVD 29 (??/??/92)  419.076  (m)         1374.92   (f) ADJ UNCH    2 0
 LG0564
 LG0564.Superseded values are not recommended for survey control.
 LG0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0564.See file dsdata.txt to determine how the superseded data were derived.
 LG0564
 LG0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK436540(NAD 83)
 LG0564_MARKER: DB = BENCH MARK DISK
 LG0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0564_STAMPING: G 171 1934
 LG0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0564+STABILITY: SURFACE MOTION
 LG0564
 LG0564  HISTORY     - Date     Condition        Report By
 LG0564  HISTORY     - 1934     MONUMENTED       CGS
 LG0564  HISTORY     - 1941     GOOD             NGS
 LG0564  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 LG0564
 LG0564                          STATION DESCRIPTION
 LG0564
 LG0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LG0564'1.6 MI NW FROM POWELL.
 LG0564'1.6 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0564'STATION AT POWELL, JEFFERSON COUNTY, 5 POLES EAST OF MILEPOST
 LG0564'163, ABOUT 200 YARDS SOUTH OF A FARMHOUSE, AT A ROAD CROSSING,
 LG0564'75 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 50 FEET SOUTH
 LG0564'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED G
 LG0564'171 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0564
 LG0564                          STATION RECOVERY (1981)
 LG0564
 LG0564'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0539 ***********************************************************************
 LG0539  DESIGNATION -  G 172
 LG0539  PID         -  LG0539
 LG0539  STATE/COUNTY-  NE/THAYER
 LG0539  USGS QUAD   -  HUBBELL (1980)
 LG0539
 LG0539                         *CURRENT SURVEY CONTROL
 LG0539  ___________________________________________________________________
 LG0539* NAD 83(1986)-  40 00 18.     (N)    097 29 54.     (W)     SCALED    
 LG0539* NAVD 88     -       445.448  (meters)    1461.44   (feet)  ADJUSTED  
 LG0539  ___________________________________________________________________
 LG0539  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 LG0539  DYNAMIC HT  -         445.190 (meters)    1460.59  (feet)  COMP
 LG0539  MODELED GRAV-     980,033.4   (mgal)                       NAVD 88
 LG0539
 LG0539  VERT ORDER  -  SECOND    CLASS 0
 LG0539
 LG0539.The horizontal coordinates were scaled from a topographic map and have
 LG0539.an estimated accuracy of +/- 6 seconds.
 LG0539
 LG0539.The orthometric height was determined by differential leveling
 LG0539.and adjusted by the National Geodetic Survey in June 1991..
 LG0539
 LG0539.The geoid height was determined by GEOID03.
 LG0539
 LG0539.The dynamic height is computed by dividing the NAVD 88
 LG0539.geopotential number by the normal gravity value computed on the
 LG0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0539.degrees latitude (g = 980.6199 gals.).
 LG0539
 LG0539.The modeled gravity was interpolated from observed gravity values.
 LG0539
 LG0539;                    North         East    Units  Estimated Accuracy
 LG0539;SPC NE       -    22,150.      713,580.      MT  (+/- 180 meters Scaled)
 LG0539
 LG0539                          SUPERSEDED SURVEY CONTROL
 LG0539
 LG0539  NGVD 29 (??/??/92)  445.289  (m)         1460.92   (f) ADJ UNCH    2 0
 LG0539
 LG0539.Superseded values are not recommended for survey control.
 LG0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0539.See file dsdata.txt to determine how the superseded data were derived.
 LG0539
 LG0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK281293(NAD 83)
 LG0539_MARKER: DB = BENCH MARK DISK
 LG0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0539_SP_SET: TOWER FOOTING
 LG0539_STAMPING: G 172 1934
 LG0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0539
 LG0539  HISTORY     - Date     Condition        Report By
 LG0539  HISTORY     - 1934     MONUMENTED       CGS
 LG0539
 LG0539                          STATION DESCRIPTION
 LG0539
 LG0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0539'AT HUBBELL.
 LG0539'AT HUBBELL, THAYER COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0539'RAILROAD, 200 FEET SOUTHWEST OF THE STATION, 108 FEET SOUTH OF
 LG0539'THE CENTERLINE OF THE MAIN TRACK, AT THE RAILROAD WATER TOWER,
 LG0539'AND IN THE CONCRETE FOOTING FOR THE NORTHEAST SUPPORT.  A
 LG0539'STANDARD DISK, STAMPED G 172 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0615 ***********************************************************************
 LG0615  DESIGNATION -  G 173
 LG0615  PID         -  LG0615
 LG0615  STATE/COUNTY-  NE/FILLMORE
 LG0615  USGS QUAD   -  STRANG (1969)
 LG0615
 LG0615                         *CURRENT SURVEY CONTROL
 LG0615  ___________________________________________________________________
 LG0615* NAD 83(1986)-  40 23 38.     (N)    097 34 04.     (W)     SCALED    
 LG0615* NAVD 88     -       488.693  (meters)    1603.32   (feet)  ADJUSTED  
 LG0615  ___________________________________________________________________
 LG0615  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 LG0615  DYNAMIC HT  -         488.407 (meters)    1602.38  (feet)  COMP
 LG0615  MODELED GRAV-     980,025.9   (mgal)                       NAVD 88
 LG0615
 LG0615  VERT ORDER  -  SECOND    CLASS 0
 LG0615
 LG0615.The horizontal coordinates were scaled from a topographic map and have
 LG0615.an estimated accuracy of +/- 6 seconds.
 LG0615
 LG0615.The orthometric height was determined by differential leveling
 LG0615.and adjusted by the National Geodetic Survey in June 1991..
 LG0615
 LG0615.The geoid height was determined by GEOID03.
 LG0615
 LG0615.The dynamic height is computed by dividing the NAVD 88
 LG0615.geopotential number by the normal gravity value computed on the
 LG0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0615.degrees latitude (g = 980.6199 gals.).
 LG0615
 LG0615.The modeled gravity was interpolated from observed gravity values.
 LG0615
 LG0615;                    North         East    Units  Estimated Accuracy
 LG0615;SPC NE       -    65,140.      706,440.      MT  (+/- 180 meters Scaled)
 LG0615
 LG0615                          SUPERSEDED SURVEY CONTROL
 LG0615
 LG0615  NGVD 29 (??/??/92)  488.508  (m)         1602.71   (f) ADJ UNCH    2 0
 LG0615
 LG0615.Superseded values are not recommended for survey control.
 LG0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0615.See file dsdata.txt to determine how the superseded data were derived.
 LG0615
 LG0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK215724(NAD 83)
 LG0615_MARKER: DB = BENCH MARK DISK
 LG0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0615_STAMPING: G 173 1934
 LG0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0615+STABILITY: SURFACE MOTION
 LG0615
 LG0615  HISTORY     - Date     Condition        Report By
 LG0615  HISTORY     - 1934     MONUMENTED       CGS
 LG0615  HISTORY     - 1941     MARK NOT FOUND   NGS
 LG0615
 LG0615                          STATION DESCRIPTION
 LG0615
 LG0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0615'2.5 MI SE FROM STRANG.
 LG0615'2.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0615'RAILROAD FROM THE STATION AT STRANG, FILLMORE COUNTY, AT A ROAD
 LG0615'CROSSING, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 42
 LG0615'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 LG0615'STAMPED G 173 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0615
 LG0615                          STATION RECOVERY (1941)
 LG0615
 LG0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LG0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0237 ***********************************************************************
 LG0237  DESIGNATION -  G 174
 LG0237  PID         -  LG0237
 LG0237  STATE/COUNTY-  NE/GAGE
 LG0237  USGS QUAD   -  BLUE SPRINGS (1964)
 LG0237
 LG0237                         *CURRENT SURVEY CONTROL
 LG0237  ___________________________________________________________________
 LG0237* NAD 83(1986)-  40 11 49.     (N)    096 39 47.     (W)     SCALED    
 LG0237* NAVD 88     -       372.777  (meters)    1223.02   (feet)  ADJUSTED  
 LG0237  ___________________________________________________________________
 LG0237  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 LG0237  DYNAMIC HT  -         372.578 (meters)    1222.37  (feet)  COMP
 LG0237  MODELED GRAV-     980,082.0   (mgal)                       NAVD 88
 LG0237
 LG0237  VERT ORDER  -  SECOND    CLASS 0
 LG0237
 LG0237.The horizontal coordinates were scaled from a topographic map and have
 LG0237.an estimated accuracy of +/- 6 seconds.
 LG0237
 LG0237.The orthometric height was determined by differential leveling
 LG0237.and adjusted by the National Geodetic Survey in June 1991..
 LG0237
 LG0237.The geoid height was determined by GEOID03.
 LG0237
 LG0237.The dynamic height is computed by dividing the NAVD 88
 LG0237.geopotential number by the normal gravity value computed on the
 LG0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0237.degrees latitude (g = 980.6199 gals.).
 LG0237
 LG0237.The modeled gravity was interpolated from observed gravity values.
 LG0237
 LG0237;                    North         East    Units  Estimated Accuracy
 LG0237;SPC NE       -    45,860.      784,040.      MT  (+/- 180 meters Scaled)
 LG0237
 LG0237                          SUPERSEDED SURVEY CONTROL
 LG0237
 LG0237  NGVD 29 (??/??/92)  372.670  (m)         1222.67   (f) ADJ UNCH    2 0
 LG0237
 LG0237.Superseded values are not recommended for survey control.
 LG0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0237.See file dsdata.txt to determine how the superseded data were derived.
 LG0237
 LG0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK989522(NAD 83)
 LG0237_MARKER: DB = BENCH MARK DISK
 LG0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0237_SP_SET: WALK
 LG0237_STAMPING: G 174 1934
 LG0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0237
 LG0237  HISTORY     - Date     Condition        Report By
 LG0237  HISTORY     - 1934     MONUMENTED       CGS
 LG0237  HISTORY     - 1941     GOOD             NGS
 LG0237
 LG0237                          STATION DESCRIPTION
 LG0237
 LG0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LG0237'AT HOLMESVILLE.
 LG0237'AT HOLMESVILLE, GAGE COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0237'AT THE IOWA-NEBRASKA ELECTRIC CO. POWER DAM, 40 FEET NORTH
 LG0237'OF THE POWER BUILDING, 40 FEET SOUTH OF A HIGHWAY BRIDGE, 15
 LG0237'FEET WEST OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF A
 LG0237'CONCRETE WALK ON THE EAST SIDE OF THE DAM.  A STANDARD DISK,
 LG0237'STAMPED G 174 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0214 ***********************************************************************
 LG0214  DESIGNATION -  G 175
 LG0214  PID         -  LG0214
 LG0214  STATE/COUNTY-  NE/PAWNEE
 LG0214  USGS QUAD   -  TABLE ROCK (1965)
 LG0214
 LG0214                         *CURRENT SURVEY CONTROL
 LG0214  ___________________________________________________________________
 LG0214* NAD 83(1986)-  40 10 45.     (N)    096 05 46.     (W)     SCALED    
 LG0214* NAVD 88     -       331.759  (meters)    1088.45   (feet)  ADJUSTED  
 LG0214  ___________________________________________________________________
 LG0214  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 LG0214  DYNAMIC HT  -         331.578 (meters)    1087.85  (feet)  COMP
 LG0214  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 LG0214
 LG0214  VERT ORDER  -  SECOND    CLASS 0
 LG0214
 LG0214.The horizontal coordinates were scaled from a topographic map and have
 LG0214.an estimated accuracy of +/- 6 seconds.
 LG0214
 LG0214.The orthometric height was determined by differential leveling
 LG0214.and adjusted by the National Geodetic Survey in June 1991..
 LG0214
 LG0214.The geoid height was determined by GEOID03.
 LG0214
 LG0214.The dynamic height is computed by dividing the NAVD 88
 LG0214.geopotential number by the normal gravity value computed on the
 LG0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0214.degrees latitude (g = 980.6199 gals.).
 LG0214
 LG0214.The modeled gravity was interpolated from observed gravity values.
 LG0214
 LG0214;                    North         East    Units  Estimated Accuracy
 LG0214;SPC NE       -    45,900.      832,360.      MT  (+/- 180 meters Scaled)
 LG0214
 LG0214                          SUPERSEDED SURVEY CONTROL
 LG0214
 LG0214  NGVD 29 (??/??/92)  331.670  (m)         1088.15   (f) ADJ UNCH    2 0
 LG0214
 LG0214.Superseded values are not recommended for survey control.
 LG0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0214.See file dsdata.txt to determine how the superseded data were derived.
 LG0214
 LG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK472516(NAD 83)
 LG0214_MARKER: DB = BENCH MARK DISK
 LG0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0214_SP_SET: TOWER FOOTING
 LG0214_STAMPING: G 175 1934
 LG0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0214
 LG0214  HISTORY     - Date     Condition        Report By
 LG0214  HISTORY     - 1934     MONUMENTED       CGS
 LG0214  HISTORY     - 1958     GOOD             NGS
 LG0214
 LG0214                          STATION DESCRIPTION
 LG0214
 LG0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0214'AT TABLE ROCK.
 LG0214'AT TABLE ROCK, PAWNEE COUNTY, AT THE NORTHWEST CORNER OF A PARK,
 LG0214'80 FEET SOUTH OF THE CENTER LINE OF AN EAST-AND-WEST STREET, 45
 LG0214'FEET EAST OF THE CENTER LINE OF A NORTH-AND-SOUTH STREET, AT THE
 LG0214'CITY WATER TOWER, AND IN THE CONCRETE FOOTING.  A STANDARD DISK,
 LG0214'STAMPED G 175 1934.
 LG0214
 LG0214                          STATION RECOVERY (1958)
 LG0214
 LG0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LG0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0287 ***********************************************************************
 LG0287  DESIGNATION -  G 176
 LG0287  PID         -  LG0287
 LG0287  STATE/COUNTY-  NE/GAGE
 LG0287  USGS QUAD   -  FILLEY (1980)
 LG0287
 LG0287                         *CURRENT SURVEY CONTROL
 LG0287  ___________________________________________________________________
 LG0287* NAD 83(1986)-  40 17 35.     (N)    096 30 04.     (W)     SCALED    
 LG0287* NAVD 88     -       428.752  (meters)    1406.66   (feet)  ADJUSTED  
 LG0287  ___________________________________________________________________
 LG0287  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 LG0287  DYNAMIC HT  -         428.525 (meters)    1405.92  (feet)  COMP
 LG0287  MODELED GRAV-     980,081.4   (mgal)                       NAVD 88
 LG0287
 LG0287  VERT ORDER  -  SECOND    CLASS 0
 LG0287
 LG0287.The horizontal coordinates were scaled from a topographic map and have
 LG0287.an estimated accuracy of +/- 6 seconds.
 LG0287
 LG0287.The orthometric height was determined by differential leveling
 LG0287.and adjusted by the National Geodetic Survey in June 1991..
 LG0287
 LG0287.The geoid height was determined by GEOID03.
 LG0287
 LG0287.The dynamic height is computed by dividing the NAVD 88
 LG0287.geopotential number by the normal gravity value computed on the
 LG0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0287.degrees latitude (g = 980.6199 gals.).
 LG0287
 LG0287.The modeled gravity was interpolated from observed gravity values.
 LG0287
 LG0287;                    North         East    Units  Estimated Accuracy
 LG0287;SPC NE       -    57,060.      797,390.      MT  (+/- 180 meters Scaled)
 LG0287
 LG0287                          SUPERSEDED SURVEY CONTROL
 LG0287
 LG0287  NGVD 29 (??/??/92)  428.644  (m)         1406.31   (f) ADJ UNCH    2 0
 LG0287
 LG0287.Superseded values are not recommended for survey control.
 LG0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0287.See file dsdata.txt to determine how the superseded data were derived.
 LG0287
 LG0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK124632(NAD 83)
 LG0287_MARKER: DB = BENCH MARK DISK
 LG0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0287_STAMPING: G 176 1934
 LG0287_MARK LOGO: CGS   
 LG0287_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0287+STABILITY: SURFACE MOTION
 LG0287
 LG0287  HISTORY     - Date     Condition        Report By
 LG0287  HISTORY     - 1934     MONUMENTED       CGS
 LG0287  HISTORY     - 1964     GOOD             NGS
 LG0287  HISTORY     - 1964     GOOD             NGS
 LG0287  HISTORY     - 19950316 GOOD             NGS
 LG0287
 LG0287                          STATION DESCRIPTION
 LG0287
 LG0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 LG0287'1.9 MI NE FROM FILLEY.
 LG0287'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 136 FROM FILLEY-- 59
 LG0287'FEET SOUTH AND 90 FT EAST OF CROSS-ROAD, AT A ROAD CROSSING,
 LG0287'51 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 75 FEET SOUTH
 LG0287'OF THE CENTER-LINE OF THE OLD ROADBED.  A STANDARD DISK, STAMPED
 LG0287'G 176 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0287
 LG0287                          STATION RECOVERY (1964)
 LG0287
 LG0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LG0287'RECOVERED IN GOOD CONDITION.
 LG0287
 LG0287                          STATION RECOVERY (1995)
 LG0287
 LG0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG0287'RECOVERED AS DESCRIBED BUT HAD TO BE RELOCATED DUE TO CONSTRUCTION.
 LG0287'SEE THE RESET MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7434 ***********************************************************************
 AA7434  DESIGNATION -  G 176 RESET
 AA7434  PID         -  AA7434
 AA7434  STATE/COUNTY-  NE/GAGE
 AA7434  USGS QUAD   -  FILLEY (1980)
 AA7434
 AA7434                         *CURRENT SURVEY CONTROL
 AA7434  ___________________________________________________________________
 AA7434* NAD 83(1986)-  40 17 35.     (N)    096 30 04.     (W)     SCALED    
 AA7434* NAVD 88     -       428.95   (+/-2cm)    1407.3    (feet)  VERTCON   
 AA7434  ___________________________________________________________________
 AA7434  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AA7434
 AA7434  VERT ORDER  -  THIRD (See Below)
 AA7434
 AA7434.The horizontal coordinates were scaled from a topographic map and have
 AA7434.an estimated accuracy of +/- 6 seconds.
 AA7434
 AA7434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7434.The vertical order pertains to the NGVD 29 superseded value.
 AA7434
 AA7434.The geoid height was determined by GEOID03.
 AA7434
 AA7434;                    North         East    Units  Estimated Accuracy
 AA7434;SPC NE       -    57,060.      797,390.      MT  (+/- 180 meters Scaled)
 AA7434
 AA7434                          SUPERSEDED SURVEY CONTROL
 AA7434
 AA7434  NGVD 29 (08/02/06)  428.85   (m)         1407.0    (f) RESET       3  
 AA7434
 AA7434.Superseded values are not recommended for survey control.
 AA7434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7434.See file dsdata.txt to determine how the superseded data were derived.
 AA7434
 AA7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK124632(NAD 83)
 AA7434_MARKER: DV = VERTICAL CONTROL DISK
 AA7434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7434_STAMPING: G 176 RESET 1995
 AA7434_MARK LOGO: NGS   
 AA7434_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7434+STABILITY: SURFACE MOTION
 AA7434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7434+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA7434
 AA7434  HISTORY     - Date     Condition        Report By
 AA7434  HISTORY     - 1995     MONUMENTED       NGS
 AA7434
 AA7434                          STATION DESCRIPTION
 AA7434
 AA7434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AA7434'3.2 KM (2.00 MI) EAST ALONG U.S.  HIGHWAY 136 FROM FILLEY, AT A
 AA7434'GRAVELED ROAD INTERSECTION, ABOUT 30.5 M (100.1 FT) WEST FROM THE
 AA7434'CENTER OF A DRAW, IN THE SOUTHEAST ANGLE OF THE INTERSECTION, ABOUT
 AA7434'31.1 M (102.0 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 23.9 M
 AA7434'(78.4 FT) EAST FROM THE CENTERLINE OF THE NORTH-SOUTH GRAVELED ROAD,
 AA7434'2.53 M (8.30 FT) EAST-SOUTHEAST OF A UTILITY POLE, 0.66 M (2.17 FT)
 AA7434'WEST-NORTHWEST FROM A WITNESS POST AND 1.5 M (4.9 FT) LOWER THAN THE
 AA7434'COUNTY ROAD, A STANDARD DISK, SET INTO THE TOP OF A ROUND CONCRETE
 AA7434'POST THAT IS FLUSH WITH THE GROUND.  A MAGNET WAS PLACED INTO THE
 AA7434'NORTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0793 ***********************************************************************
 LF0793  DESIGNATION -  G 177
 LF0793  PID         -  LF0793
 LF0793  STATE/COUNTY-  NE/NEMAHA
 LF0793  USGS QUAD   -  JULIAN (1984)
 LF0793
 LF0793                         *CURRENT SURVEY CONTROL
 LF0793  ___________________________________________________________________
 LF0793* NAD 83(1986)-  40 31 20.     (N)    095 52 09.     (W)     SCALED    
 LF0793* NAVD 88     -       307.995  (meters)    1010.48   (feet)  ADJUSTED  
 LF0793  ___________________________________________________________________
 LF0793  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LF0793  DYNAMIC HT  -         307.832 (meters)    1009.95  (feet)  COMP
 LF0793  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 LF0793
 LF0793  VERT ORDER  -  SECOND    CLASS 0
 LF0793
 LF0793.The horizontal coordinates were scaled from a topographic map and have
 LF0793.an estimated accuracy of +/- 6 seconds.
 LF0793
 LF0793.The orthometric height was determined by differential leveling
 LF0793.and adjusted by the National Geodetic Survey in June 1991..
 LF0793
 LF0793.The geoid height was determined by GEOID03.
 LF0793
 LF0793.The dynamic height is computed by dividing the NAVD 88
 LF0793.geopotential number by the normal gravity value computed on the
 LF0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0793.degrees latitude (g = 980.6199 gals.).
 LF0793
 LF0793.The modeled gravity was interpolated from observed gravity values.
 LF0793
 LF0793;                    North         East    Units  Estimated Accuracy
 LF0793;SPC NE       -    84,850.      849,840.      MT  (+/- 180 meters Scaled)
 LF0793
 LF0793                          SUPERSEDED SURVEY CONTROL
 LF0793
 LF0793  NGVD 29 (??/??/92)  307.902  (m)         1010.18   (f) ADJ UNCH    2 0
 LF0793
 LF0793.Superseded values are not recommended for survey control.
 LF0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0793.See file dsdata.txt to determine how the superseded data were derived.
 LF0793
 LF0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE569896(NAD 83)
 LF0793_MARKER: DB = BENCH MARK DISK
 LF0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0793_STAMPING: G 177 1934
 LF0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0793+STABILITY: SURFACE MOTION
 LF0793
 LF0793  HISTORY     - Date     Condition        Report By
 LF0793  HISTORY     - 1934     MONUMENTED       CGS
 LF0793  HISTORY     - 1947     GOOD             NGS
 LF0793  HISTORY     - 1960     GOOD             NGS
 LF0793
 LF0793                          STATION DESCRIPTION
 LF0793
 LF0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0793'AT JULIAN.
 LF0793'AT JULIAN, ABOUT 300 FEET NORTHEAST OF THE MISSOURI PACIFIC
 LF0793'RAILROAD STATION, 279.0 FEET EAST OF THE EAST RAIL OF THE
 LF0793'MAIN TRACK, 202.0 FEET NORTH OF THE CENTER OF THE MAIN EAST-WEST
 LF0793'STREET OF JULIAN, 176.0 FEET SOUTH OF THE CENTER OF THE
 LF0793'NEMAHA-OTOE COUNTY LINE ROAD, 99.0 FEET NORTHWEST OF AND ACROSS
 LF0793'A NORTH-SOUTH STREET FROM THE NORTHWEST CORNER OF THE L.H. PAULEY
 LF0793'LUMBER COMPANY, 42.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LF0793'STREET, 17.5 FEET NORTHWEST OF A POWER LINE POLE, SET IN THE
 LF0793'TOP OF AND 2.3 FEET SOUTH OF THE NORTHWEST CORNER OF AN OLD
 LF0793'ABANDONED CONCRETE FOUNDATION UPON WHICH WAS FORMERLY LOCATED
 LF0793'A BUILDING, 1.0 FOOT EAST OF A REFERENCE POST AND ABOUT 1 FOOT
 LF0793'ABOVE THE GROUND.
 LF0793
 LF0793                          STATION RECOVERY (1960)
 LF0793
 LF0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LF0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0403 ***********************************************************************
 LF0403  DESIGNATION -  G 178
 LF0403  PID         -  LF0403
 LF0403  STATE/COUNTY-  NE/RICHARDSON
 LF0403  USGS QUAD   -  RULO (1965)
 LF0403
 LF0403                         *CURRENT SURVEY CONTROL
 LF0403  ___________________________________________________________________
 LF0403* NAD 83(1986)-  40 03 14.     (N)    095 25 41.     (W)     SCALED    
 LF0403* NAVD 88     -       281.471  (meters)     923.46   (feet)  ADJUSTED  
 LF0403  ___________________________________________________________________
 LF0403  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LF0403  DYNAMIC HT  -         281.316 (meters)     922.95  (feet)  COMP
 LF0403  MODELED GRAV-     980,067.5   (mgal)                       NAVD 88
 LF0403
 LF0403  VERT ORDER  -  SECOND    CLASS 0
 LF0403
 LF0403.The horizontal coordinates were scaled from a topographic map and have
 LF0403.an estimated accuracy of +/- 6 seconds.
 LF0403
 LF0403.The orthometric height was determined by differential leveling
 LF0403.and adjusted by the National Geodetic Survey in June 1991..
 LF0403.WARNING-Repeat measurements at this control monument indicate possible
 LF0403.vertical movement.
 LF0403
 LF0403.The geoid height was determined by GEOID03.
 LF0403
 LF0403.The dynamic height is computed by dividing the NAVD 88
 LF0403.geopotential number by the normal gravity value computed on the
 LF0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0403.degrees latitude (g = 980.6199 gals.).
 LF0403
 LF0403.The modeled gravity was interpolated from observed gravity values.
 LF0403
 LF0403;                    North         East    Units  Estimated Accuracy
 LF0403;SPC NE       -    34,800.      889,920.      MT  (+/- 180 meters Scaled)
 LF0403
 LF0403                          SUPERSEDED SURVEY CONTROL
 LF0403
 LF0403  NGVD 29 (??/??/92)  281.405  (m)          923.24   (f) ADJ UNCH    2 0
 LF0403
 LF0403.Superseded values are not recommended for survey control.
 LF0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0403.See file dsdata.txt to determine how the superseded data were derived.
 LF0403
 LF0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE928365(NAD 83)
 LF0403_MARKER: DB = BENCH MARK DISK
 LF0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0403_SP_SET: CONCRETE FOOTING
 LF0403_STAMPING: G 178 1934
 LF0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0403
 LF0403  HISTORY     - Date     Condition        Report By
 LF0403  HISTORY     - 1934     MONUMENTED       CGS
 LF0403  HISTORY     - 1948     GOOD             NGS
 LF0403
 LF0403                          STATION DESCRIPTION
 LF0403
 LF0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LF0403'AT RULO.
 LF0403'AT RULO, RICHARDSON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LF0403'QUINCY RAILROAD, 200 FEET NORTHEAST OF THE STATION, 100 FEET
 LF0403'NORTH OF THE CENTERLINE OF THE MAIN TRACK, AT A STEEL WATERSETTLING
 LF0403'TANK, AND IN THE TOP OF THE SOUTHEAST CONCRETE FOOTING.  A
 LF0403'STANDARD DISK, STAMPED G 178 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0444 ***********************************************************************
 NN0444  DESIGNATION -  G 18
 NN0444  PID         -  NN0444
 NN0444  STATE/COUNTY-  NE/ROCK
 NN0444  USGS QUAD   -  STONEHOUSE RANCH NW (1981)
 NN0444
 NN0444                         *CURRENT SURVEY CONTROL
 NN0444  ___________________________________________________________________
 NN0444* NAD 83(1986)-  42 14 50.     (N)    099 27 45.     (W)     SCALED    
 NN0444* NAVD 88     -       774.843  (meters)    2542.13   (feet)  ADJUSTED  
 NN0444  ___________________________________________________________________
 NN0444  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 NN0444  DYNAMIC HT  -         774.507 (meters)    2541.03  (feet)  COMP
 NN0444  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 NN0444
 NN0444  VERT ORDER  -  FIRST     CLASS II
 NN0444
 NN0444.The horizontal coordinates were scaled from a topographic map and have
 NN0444.an estimated accuracy of +/- 6 seconds.
 NN0444
 NN0444.The orthometric height was determined by differential leveling
 NN0444.and adjusted by the National Geodetic Survey in June 1991..
 NN0444
 NN0444.The geoid height was determined by GEOID03.
 NN0444
 NN0444.The dynamic height is computed by dividing the NAVD 88
 NN0444.geopotential number by the normal gravity value computed on the
 NN0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0444.degrees latitude (g = 980.6199 gals.).
 NN0444
 NN0444.The modeled gravity was interpolated from observed gravity values.
 NN0444
 NN0444;                    North         East    Units  Estimated Accuracy
 NN0444;SPC NE       -   268,150.      544,350.      MT  (+/- 180 meters Scaled)
 NN0444
 NN0444                          SUPERSEDED SURVEY CONTROL
 NN0444
 NN0444  NGVD 29 (??/??/92)  774.587  (m)         2541.29   (f) ADJ UNCH    1 2
 NN0444
 NN0444.Superseded values are not recommended for survey control.
 NN0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0444.See file dsdata.txt to determine how the superseded data were derived.
 NN0444
 NN0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM618773(NAD 83)
 NN0444_MARKER: DB = BENCH MARK DISK
 NN0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0444_STAMPING: 2541.291 G 18 1933
 NN0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0444+STABILITY: SURFACE MOTION
 NN0444
 NN0444  HISTORY     - Date     Condition        Report By
 NN0444  HISTORY     - 1933     MONUMENTED       CGS
 NN0444  HISTORY     - 1976     GOOD             USGS
 NN0444
 NN0444                          STATION DESCRIPTION
 NN0444
 NN0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0444'4.2 MI N FROM MIDWAY.
 NN0444'ABOUT 4-1/4 MILES NORTH ALONG U.S. HIGHWAY 183 FROM MIDWAY, ROCK
 NN0444'COUNTY, ABOUT 200 FEET SOUTH OF A CURVE TO THE NORTHWEST, 67
 NN0444'FEET NORTHEAST OF A CURVE SIGN, AND 49 FEET EAST OF THE CENTER
 NN0444'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 2541.291 G 18 1933
 NN0444'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 NN0444'ABOVE GROUND.
 NN0444
 NN0444                          STATION RECOVERY (1976)
 NN0444
 NN0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0444'ROSE STORE AND POST OFFICE, 1 1/2 MI. N., 3.0 MI. E. AND 3.2 MI. N.
 NN0444'OF ALONG U. S. HWY 183 AND ROCK COUNTY GRAVEL RDS. T-26-N, R-18-W,
 NN0444'ABOUT 600 FT. N. AND 1700 FT. E. OF SW COR. OF SECTION 6, 130 FT. N.
 NN0444'OF CENTERLINE OF A WIRE GATE IN EAST ROW FENCE, 49 FT. E. OF
 NN0444'CENTERLINE OF GRAVEL RD ON A CURVE, ABOUT 200 FT. SE OF A TREE,
 NN0444'OPPOSITE A METAL WITNESS SIGN IN THE FENCE, A STD. TABLET SET IN
 NN0444'CONC. POST PROJECTING 4 IN., STAMPED 2541.291 G 18 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0268 ***********************************************************************
 NN0268  DESIGNATION -  G 19
 NN0268  PID         -  NN0268
 NN0268  STATE/COUNTY-  NE/HOLT
 NN0268  USGS QUAD   -  MEEK (1954)
 NN0268
 NN0268                         *CURRENT SURVEY CONTROL
 NN0268  ___________________________________________________________________
 NN0268* NAD 83(1986)-  42 37 53.     (N)    098 39 41.     (W)     SCALED    
 NN0268* NAVD 88     -       602.731  (meters)    1977.46   (feet)  ADJUSTED  
 NN0268  ___________________________________________________________________
 NN0268  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 NN0268  DYNAMIC HT  -         602.505 (meters)    1976.72  (feet)  COMP
 NN0268  MODELED GRAV-     980,225.9   (mgal)                       NAVD 88
 NN0268
 NN0268  VERT ORDER  -  FIRST     CLASS II
 NN0268
 NN0268.The horizontal coordinates were scaled from a topographic map and have
 NN0268.an estimated accuracy of +/- 6 seconds.
 NN0268
 NN0268.The orthometric height was determined by differential leveling
 NN0268.and adjusted by the National Geodetic Survey in June 1991..
 NN0268
 NN0268.The geoid height was determined by GEOID03.
 NN0268
 NN0268.The dynamic height is computed by dividing the NAVD 88
 NN0268.geopotential number by the normal gravity value computed on the
 NN0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0268.degrees latitude (g = 980.6199 gals.).
 NN0268
 NN0268.The modeled gravity was interpolated from observed gravity values.
 NN0268
 NN0268;                    North         East    Units  Estimated Accuracy
 NN0268;SPC NE       -   311,530.      609,780.      MT  (+/- 180 meters Scaled)
 NN0268
 NN0268                          SUPERSEDED SURVEY CONTROL
 NN0268
 NN0268  NGVD 29 (??/??/92)  602.497  (m)         1976.69   (f) ADJ UNCH    1 2
 NN0268
 NN0268.Superseded values are not recommended for survey control.
 NN0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0268.See file dsdata.txt to determine how the superseded data were derived.
 NN0268
 NN0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN277199(NAD 83)
 NN0268_MARKER: DB = BENCH MARK DISK
 NN0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0268_STAMPING: 1976.692 G 19 1933
 NN0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0268+STABILITY: SURFACE MOTION
 NN0268
 NN0268  HISTORY     - Date     Condition        Report By
 NN0268  HISTORY     - 1933     MONUMENTED       CGS
 NN0268
 NN0268                          STATION DESCRIPTION
 NN0268
 NN0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0268'12.5 MI N FROM O NEILL.
 NN0268'12.5 MILES NORTH ALONG U.S. HIGHWAY 281 FROM O NEILL, HOLT COUNTY,
 NN0268'AT THE POINT WHERE THE HIGHWAY MAKES A RIGHT-ANGLE TURN TO THE
 NN0268'EAST, 100 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 60
 NN0268'FEET NORTH OF THE ANGLE POLE IN A POWER-TRANSMISSION LINE, AND
 NN0268'2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED 1976.692 G
 NN0268'19 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NN0268'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1260 ***********************************************************************
 NM1260  DESIGNATION -  G 2
 NM1260  PID         -  NM1260
 NM1260  STATE/COUNTY-  NE/PIERCE
 NM1260  USGS QUAD   -  PLAINVIEW (1963)
 NM1260
 NM1260                         *CURRENT SURVEY CONTROL
 NM1260  ___________________________________________________________________
 NM1260* NAD 83(1986)-  42 20 59.     (N)    097 47 43.     (W)     SCALED    
 NM1260* NAVD 88     -       517.468  (meters)    1697.73   (feet)  ADJUSTED  
 NM1260  ___________________________________________________________________
 NM1260  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 NM1260  DYNAMIC HT  -         517.277 (meters)    1697.10  (feet)  COMP
 NM1260  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 NM1260
 NM1260  VERT ORDER  -  FIRST     CLASS II
 NM1260
 NM1260.The horizontal coordinates were scaled from a topographic map and have
 NM1260.an estimated accuracy of +/- 6 seconds.
 NM1260
 NM1260.The orthometric height was determined by differential leveling
 NM1260.and adjusted by the National Geodetic Survey in June 1991..
 NM1260.WARNING-Repeat measurements at this control monument indicate possible
 NM1260.vertical movement.
 NM1260
 NM1260.The geoid height was determined by GEOID03.
 NM1260
 NM1260.The dynamic height is computed by dividing the NAVD 88
 NM1260.geopotential number by the normal gravity value computed on the
 NM1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1260.degrees latitude (g = 980.6199 gals.).
 NM1260
 NM1260.The modeled gravity was interpolated from observed gravity values.
 NM1260
 NM1260;                    North         East    Units  Estimated Accuracy
 NM1260;SPC NE       -   281,710.      681,600.      MT  (+/- 180 meters Scaled)
 NM1260
 NM1260                          SUPERSEDED SURVEY CONTROL
 NM1260
 NM1260  NGVD 29 (??/??/92)  517.281  (m)         1697.11   (f) ADJ UNCH    1 2
 NM1260
 NM1260.Superseded values are not recommended for survey control.
 NM1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1260.See file dsdata.txt to determine how the superseded data were derived.
 NM1260
 NM1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM992893(NAD 83)
 NM1260_MARKER: B = BOLT
 NM1260_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM1260_SP_SET: BUILDING
 NM1260_MARK LOGO: NONE  
 NM1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1260+STABILITY: SURFACE MOTION
 NM1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1260+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1260
 NM1260  HISTORY     - Date     Condition        Report By
 NM1260  HISTORY     - UNK      MONUMENTED       CGS
 NM1260  HISTORY     - 1946     GOOD             NGS
 NM1260  HISTORY     - 19971130 GOOD             LOCSUR
 NM1260  HISTORY     - 19991025 GOOD             NGS
 NM1260
 NM1260                          STATION DESCRIPTION
 NM1260
 NM1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NM1260'AT PLAINVIEW.
 NM1260'AT PLAINVIEW, PIERCE COUNTY, ON THE NORTH SIDE OF LOCUST STREET,
 NM1260'ONE-HALF BLOCK EAST OF MAIN STREET, AT THE BRICK BUILDING OWNED
 NM1260'IN 1934 BY CHRIS JOHNSON AND OCCUPIED BY THE C.L. RUSSELL HARDWARE
 NM1260'STORE IN THE BRICK PILLAR SUPPORTING THE SOUTHEAST CORNER, IN THE
 NM1260'NINTH COURSE OF BRICK ABOVE THE CORNER STONE, AND IN THE MIDDLE
 NM1260'BRICK.  A CHISELED CROSS ON THE END OF A COPPER BOLT.  THE CHISELED
 NM1260'CROSS MARKING THE CENTER OF THIS BENCH MARK WAS NO LONGER
 NM1260'VISIBLE.
 NM1260
 NM1260                          STATION RECOVERY (1997)
 NM1260
 NM1260'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NM1260'AT PLAINVIEW, ON THE NORTH SIDE OF LOCUST STREET, ONE-HALF BLOCK EAST
 NM1260'OF MAIN STREET, AT THE BRICK BUILDING PRESENTLY OCCUPIED BY FATS
 NM1260'LOUNGE AT 413 LOCUST STREET, IN THE NINTH COURSE OF BRICK ABOVE THE
 NM1260'CORNER STONE, AND IN THE MIDDLE BRICK, 0.8 FEET (24.4 CM) WEST FROM
 NM1260'THE SOUTHEAST CORNER OF THE BUILDING AT THE ALLEY, 4.7 FEET (1.4 M)
 NM1260'ABOVE THE SURFACE OF THE SIDEWSALK, 40 FEET (12.2 M) NORTH FROM THE
 NM1260'CENTERLINE OF LOCUST STREET, 11 FEET (3.4 M) WEST FROM THE CENTERLINE
 NM1260'OF THE ALLEY.  A 1/2 INCH DIAMETER COPPER BOLT IN A DRILL HOLE
 NM1260'SURROUNDED BY LEAD AND SET HORIZONTALLY IN THE FACE OF THE BUILDING
 NM1260'WITH A SMALL PUNCH MARK FOR THE CENTER POINT.  THE CHISELED CROSS THAT
 NM1260'ORIGINALLY MARKED THE CENTER OF THE BOLT IS NO LONGER VISIBLE.
 NM1260
 NM1260                          STATION RECOVERY (1999)
 NM1260
 NM1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1260'IN PLAINVIEW, AT THE INTERSECTION OF MAIN STREET AND LOCUST AVENUE, A
 NM1260'COPPER BOLT SET VERTICALLY IN THE SOUTH FACE OF FATS LOUNGE, 42.5 M
 NM1260'(139.4 FT) EAST OF THE STREET CENTER, 12.3 M (40.4 FT) NORTH OF THE
 NM1260'AVENUE CENTER, 3.5 M (11.5 FT) WEST OF THE CENTER OF AN ALLEY, AND 1.5
 NM1260'M (4.9 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0188 ***********************************************************************
 NO0188  DESIGNATION -  G 20
 NO0188  PID         -  NO0188
 NO0188  STATE/COUNTY-  NE/CHERRY
 NO0188  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0188
 NO0188                         *CURRENT SURVEY CONTROL
 NO0188  ___________________________________________________________________
 NO0188* NAD 83(1986)-  42 52 48.     (N)    100 33 34.     (W)     SCALED    
 NO0188* NAVD 88     -       758.476  (meters)    2488.43   (feet)  ADJUSTED  
 NO0188  ___________________________________________________________________
 NO0188  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 NO0188  DYNAMIC HT  -         758.174 (meters)    2487.44  (feet)  COMP
 NO0188  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 NO0188
 NO0188  VERT ORDER  -  FIRST     CLASS II
 NO0188
 NO0188.The horizontal coordinates were scaled from a topographic map and have
 NO0188.an estimated accuracy of +/- 6 seconds.
 NO0188
 NO0188.The orthometric height was determined by differential leveling
 NO0188.and adjusted by the National Geodetic Survey in June 1991..
 NO0188
 NO0188.The geoid height was determined by GEOID03.
 NO0188
 NO0188.The dynamic height is computed by dividing the NAVD 88
 NO0188.geopotential number by the normal gravity value computed on the
 NO0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0188.degrees latitude (g = 980.6199 gals.).
 NO0188
 NO0188.The modeled gravity was interpolated from observed gravity values.
 NO0188
 NO0188;                    North         East    Units  Estimated Accuracy
 NO0188;SPC NE       -   338,440.      454,300.      MT  (+/- 180 meters Scaled)
 NO0188
 NO0188                          SUPERSEDED SURVEY CONTROL
 NO0188
 NO0188  NGVD 29 (??/??/92)  758.188  (m)         2487.49   (f) ADJ UNCH    1 2
 NO0188
 NO0188.Superseded values are not recommended for survey control.
 NO0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0188.See file dsdata.txt to determine how the superseded data were derived.
 NO0188
 NO0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN726486(NAD 83)
 NO0188_MARKER: DB = BENCH MARK DISK
 NO0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NO0188_SP_SET: BRIDGE
 NO0188_STAMPING: G 20 1933
 NO0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0188
 NO0188  HISTORY     - Date     Condition        Report By
 NO0188  HISTORY     - 1933     MONUMENTED       CGS
 NO0188  HISTORY     - 1980     MARK NOT FOUND   USGS
 NO0188
 NO0188                          STATION DESCRIPTION
 NO0188
 NO0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0188'0.7 MI N FROM VALENTINE.
 NO0188'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 83 FROM VALENTINE,
 NO0188'CHERRY COUNTY, 12 FEET EAST OF THE SOUTHEAST WING WALL OF THE
 NO0188'BRIDGE OVER MINNECHADUGA CREEK, 30 FEET EAST OF THE CENTER LINE
 NO0188'OF THE HIGHWAY, AND IN THE TOP OF THE OLD CONCRETE BRIDGE PIER
 NO0188'IN LAKE MINNECHADUGA.  A STANDARD DISK, STAMPED G 20 1933.
 NO0188
 NO0188                          STATION RECOVERY (1980)
 NO0188
 NO0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NO0188'THERE IS NO WINGWALL 30' EAST OF THE CENTER OF THE OLD HWY. THE
 NO0188'WINGWALL MAY BEEN DESTROYED BY HIGH WATER AND IS BURIED UNDER SAND
 NO0188'AND SILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0753 ***********************************************************************
 LH0753  DESIGNATION -  G 200
 LH0753  PID         -  LH0753
 LH0753  STATE/COUNTY-  NE/FURNAS
 LH0753  USGS QUAD   -  BEAVER CITY SE (1957)
 LH0753
 LH0753                         *CURRENT SURVEY CONTROL
 LH0753  ___________________________________________________________________
 LH0753* NAD 83(1986)-  40 07 27.     (N)    099 51 36.     (W)     SCALED    
 LH0753* NAVD 88     -       664.501  (meters)    2180.12   (feet)  ADJUSTED  
 LH0753  ___________________________________________________________________
 LH0753  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 LH0753  DYNAMIC HT  -         664.077 (meters)    2178.73  (feet)  COMP
 LH0753  MODELED GRAV-     979,966.0   (mgal)                       NAVD 88
 LH0753
 LH0753  VERT ORDER  -  SECOND    CLASS 0
 LH0753
 LH0753.The horizontal coordinates were scaled from a topographic map and have
 LH0753.an estimated accuracy of +/- 6 seconds.
 LH0753
 LH0753.The orthometric height was determined by differential leveling
 LH0753.and adjusted by the National Geodetic Survey in June 1991..
 LH0753
 LH0753.The geoid height was determined by GEOID03.
 LH0753
 LH0753.The dynamic height is computed by dividing the NAVD 88
 LH0753.geopotential number by the normal gravity value computed on the
 LH0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0753.degrees latitude (g = 980.6199 gals.).
 LH0753
 LH0753.The modeled gravity was interpolated from observed gravity values.
 LH0753
 LH0753;                    North         East    Units  Estimated Accuracy
 LH0753;SPC NE       -    32,300.      511,930.      MT  (+/- 180 meters Scaled)
 LH0753
 LH0753                          SUPERSEDED SURVEY CONTROL
 LH0753
 LH0753  NGVD 29 (??/??/92)  664.237  (m)         2179.25   (f) ADJ UNCH    2 0
 LH0753
 LH0753.Superseded values are not recommended for survey control.
 LH0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0753.See file dsdata.txt to determine how the superseded data were derived.
 LH0753
 LH0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK267418(NAD 83)
 LH0753_MARKER: DB = BENCH MARK DISK
 LH0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0753_STAMPING: G 200 1934
 LH0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0753+STABILITY: SURFACE MOTION
 LH0753
 LH0753  HISTORY     - Date     Condition        Report By
 LH0753  HISTORY     - 1934     MONUMENTED       CGS
 LH0753  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0753
 LH0753                          STATION DESCRIPTION
 LH0753
 LH0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0753'5.9 MI E FROM HENDLEY.
 LH0753'ABOUT 5.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0753'RAILROAD FROM THE STATION AT HENDLEY, FURNAS COUNTY, ABOUT
 LH0753'7-1/2 POLES WEST OF MILEPOST 22, AT THE WEST END OF A CUT,
 LH0753'AT A ROAD CROSSING, 21 FEET EAST OF THE ROAD, AND 15 FEET
 LH0753'SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LH0753'G 200 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0753
 LH0753                          STATION RECOVERY (1986)
 LH0753
 LH0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0753'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0703 ***********************************************************************
 LH0703  DESIGNATION -  G 201
 LH0703  PID         -  LH0703
 LH0703  STATE/COUNTY-  NE/HARLAN
 LH0703  USGS QUAD   -  ALMA (1974)
 LH0703
 LH0703                         *CURRENT SURVEY CONTROL
 LH0703  ___________________________________________________________________
 LH0703* NAD 83(1986)-  40 01 02.     (N)    099 20 41.     (W)     SCALED    
 LH0703* NAVD 88     -       599.728  (meters)    1967.61   (feet)  ADJUSTED  
 LH0703  ___________________________________________________________________
 LH0703  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 LH0703  DYNAMIC HT  -         599.347 (meters)    1966.36  (feet)  COMP
 LH0703  MODELED GRAV-     979,972.0   (mgal)                       NAVD 88
 LH0703
 LH0703  VERT ORDER  -  SECOND    CLASS 0
 LH0703
 LH0703.The horizontal coordinates were scaled from a topographic map and have
 LH0703.an estimated accuracy of +/- 6 seconds.
 LH0703
 LH0703.The orthometric height was determined by differential leveling
 LH0703.and adjusted by the National Geodetic Survey in June 1991..
 LH0703
 LH0703.The geoid height was determined by GEOID03.
 LH0703
 LH0703.The dynamic height is computed by dividing the NAVD 88
 LH0703.geopotential number by the normal gravity value computed on the
 LH0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0703.degrees latitude (g = 980.6199 gals.).
 LH0703
 LH0703.The modeled gravity was interpolated from observed gravity values.
 LH0703
 LH0703;                    North         East    Units  Estimated Accuracy
 LH0703;SPC NE       -    20,630.      555,940.      MT  (+/- 180 meters Scaled)
 LH0703
 LH0703                          SUPERSEDED SURVEY CONTROL
 LH0703
 LH0703  NGVD 29 (??/??/92)  599.478  (m)         1966.79   (f) ADJ UNCH    2 0
 LH0703
 LH0703.Superseded values are not recommended for survey control.
 LH0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0703.See file dsdata.txt to determine how the superseded data were derived.
 LH0703
 LH0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK705297(NAD 83)
 LH0703_MARKER: DB = BENCH MARK DISK
 LH0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0703_STAMPING: G 201 1934
 LH0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0703+STABILITY: SURFACE MOTION
 LH0703
 LH0703  HISTORY     - Date     Condition        Report By
 LH0703  HISTORY     - 1934     MONUMENTED       CGS
 LH0703  HISTORY     - 1953     GOOD             USGS
 LH0703
 LH0703                          STATION DESCRIPTION
 LH0703
 LH0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0703'4.6 MI NE FROM WOODRUFF.
 LH0703'IN HARLAN COUNTY, NEBRASKA, 4.6 MILES NORTHEAST ALONG THE OLD
 LH0703'ROADBED OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE
 LH0703'STATION AT WOODRUFF, PHILLIPS COUNTY, KANSAS, 900 FEET NORTHEAST
 LH0703'OF A LARGE TRESTLE, 100 FEET NORTHEAST OF THE NORTHEAST END
 LH0703'OF A FILL, 45 FEET NORTHWEST OF THE CENTER LINE OF THE OLD
 LH0703'ROADBED, AND IN THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK,
 LH0703'STAMPED G 201 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0703
 LH0703                          STATION RECOVERY (1953)
 LH0703
 LH0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 LH0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0074 ***********************************************************************
 LJ0074  DESIGNATION -  G 206
 LJ0074  PID         -  LJ0074
 LJ0074  STATE/COUNTY-  NE/HITCHCOCK
 LJ0074  USGS QUAD   -  CULBERTSON NW (1962)
 LJ0074
 LJ0074                         *CURRENT SURVEY CONTROL
 LJ0074  ___________________________________________________________________
 LJ0074* NAD 83(1986)-  40 12 30.     (N)    100 52 47.     (W)     SCALED    
 LJ0074* NAVD 88     -       792.960  (meters)    2601.57   (feet)  ADJUSTED  
 LJ0074  ___________________________________________________________________
 LJ0074  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 LJ0074  DYNAMIC HT  -         792.428 (meters)    2599.82  (feet)  COMP
 LJ0074  MODELED GRAV-     979,928.8   (mgal)                       NAVD 88
 LJ0074
 LJ0074  VERT ORDER  -  SECOND    CLASS 0
 LJ0074
 LJ0074.The horizontal coordinates were scaled from a topographic map and have
 LJ0074.an estimated accuracy of +/- 6 seconds.
 LJ0074
 LJ0074.The orthometric height was determined by differential leveling
 LJ0074.and adjusted by the National Geodetic Survey in June 1991..
 LJ0074
 LJ0074.The geoid height was determined by GEOID03.
 LJ0074
 LJ0074.The dynamic height is computed by dividing the NAVD 88
 LJ0074.geopotential number by the normal gravity value computed on the
 LJ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0074.degrees latitude (g = 980.6199 gals.).
 LJ0074
 LJ0074.The modeled gravity was interpolated from observed gravity values.
 LJ0074
 LJ0074;                    North         East    Units  Estimated Accuracy
 LJ0074;SPC NE       -    42,020.      425,110.      MT  (+/- 180 meters Scaled)
 LJ0074
 LJ0074                          SUPERSEDED SURVEY CONTROL
 LJ0074
 LJ0074  NGVD 29 (??/??/92)  792.639  (m)         2600.52   (f) ADJ UNCH    2 0
 LJ0074
 LJ0074.Superseded values are not recommended for survey control.
 LJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0074.See file dsdata.txt to determine how the superseded data were derived.
 LJ0074
 LJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK400525(NAD 83)
 LJ0074_MARKER: DB = BENCH MARK DISK
 LJ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0074_STAMPING: G 206 1939
 LJ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0074+STABILITY: SURFACE MOTION
 LJ0074
 LJ0074  HISTORY     - Date     Condition        Report By
 LJ0074  HISTORY     - 1939     MONUMENTED       CGS
 LJ0074  HISTORY     - 1971     GOOD             NGS
 LJ0074
 LJ0074                          STATION DESCRIPTION
 LJ0074
 LJ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LJ0074'3.7 MI W FROM CULBERTSON.
 LJ0074'3.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0074'FROM THE STATION AT CULBERTSON, HITCHCOCK COUNTY, 99 FEET
 LJ0074'SOUTHWEST OF MILEPOST 302, AT BRIDGE 302.02, 71 FEET SOUTH OF
 LJ0074'THE CENTERLINE OF THE TRACK, IN THE TOP OF THE CONCRETE CORNER
 LJ0074'POST OF THE RIGHT-OF-WAY FENCE, 5 FEET ABOVE THE GROUND, AND
 LJ0074'4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LJ0074'G 206 1939.
 LJ0074
 LJ0074                          STATION RECOVERY (1971)
 LJ0074
 LJ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LJ0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0504 ***********************************************************************
 LG0504  DESIGNATION -  G 207
 LG0504  PID         -  LG0504
 LG0504  STATE/COUNTY-  NE/SEWARD
 LG0504  USGS QUAD   -  MILFORD (1964)
 LG0504
 LG0504                         *CURRENT SURVEY CONTROL
 LG0504  ___________________________________________________________________
 LG0504* NAD 83(1986)-  40 51 36.     (N)    097 05 09.     (W)     SCALED    
 LG0504* NAVD 88     -       440.759  (meters)    1446.06   (feet)  ADJUSTED  
 LG0504  ___________________________________________________________________
 LG0504  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 LG0504  DYNAMIC HT  -         440.523 (meters)    1445.28  (feet)  COMP
 LG0504  MODELED GRAV-     980,074.5   (mgal)                       NAVD 88
 LG0504
 LG0504  VERT ORDER  -  SECOND    CLASS 0
 LG0504
 LG0504.The horizontal coordinates were scaled from a topographic map and have
 LG0504.an estimated accuracy of +/- 6 seconds.
 LG0504
 LG0504.The orthometric height was determined by differential leveling
 LG0504.and adjusted by the National Geodetic Survey in June 1991..
 LG0504
 LG0504.The geoid height was determined by GEOID03.
 LG0504
 LG0504.The dynamic height is computed by dividing the NAVD 88
 LG0504.geopotential number by the normal gravity value computed on the
 LG0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0504.degrees latitude (g = 980.6199 gals.).
 LG0504
 LG0504.The modeled gravity was interpolated from observed gravity values.
 LG0504
 LG0504;                    North         East    Units  Estimated Accuracy
 LG0504;SPC NE       -   118,130.      745,590.      MT  (+/- 180 meters Scaled)
 LG0504
 LG0504                          SUPERSEDED SURVEY CONTROL
 LG0504
 LG0504  NGVD 29 (??/??/92)  440.578  (m)         1445.46   (f) ADJ UNCH    2 0
 LG0504
 LG0504.Superseded values are not recommended for survey control.
 LG0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0504.See file dsdata.txt to determine how the superseded data were derived.
 LG0504
 LG0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL613249(NAD 83)
 LG0504_MARKER: DB = BENCH MARK DISK
 LG0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0504_SP_SET: SIGNAL BASE
 LG0504_STAMPING: G 207 1939
 LG0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0504
 LG0504  HISTORY     - Date     Condition        Report By
 LG0504  HISTORY     - 1939     MONUMENTED       CGS
 LG0504
 LG0504                          STATION DESCRIPTION
 LG0504
 LG0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0504'2.1 MI N FROM RUBY.
 LG0504'2.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0504'FROM THE STATION AT RUBY, SEWARD COUNTY, 510 FEET NORTH OF A
 LG0504'ROAD CROSSING, 13 FEET NORTH OF MILEPOST 26, IN THE TOP OF A
 LG0504'SIGNAL TOWER BASE, 9 FEET EAST OF THE CENTER LINE OF THE TRACK,
 LG0504'AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 LG0504'DISK, STAMPED G 207 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0339 ***********************************************************************
 LG0339  DESIGNATION -  G 209
 LG0339  PID         -  LG0339
 LG0339  STATE/COUNTY-  NE/SALINE
 LG0339  USGS QUAD   -  CRETE SOUTH (1964)
 LG0339
 LG0339                         *CURRENT SURVEY CONTROL
 LG0339  ___________________________________________________________________
 LG0339* NAD 83(1986)-  40 37 27.     (N)    096 58 29.     (W)     SCALED    
 LG0339* NAVD 88     -       413.199  (meters)    1355.64   (feet)  ADJUSTED  
 LG0339  ___________________________________________________________________
 LG0339  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 LG0339  DYNAMIC HT  -         412.987 (meters)    1354.94  (feet)  COMP
 LG0339  MODELED GRAV-     980,099.4   (mgal)                       NAVD 88
 LG0339
 LG0339  VERT ORDER  -  FIRST     CLASS II
 LG0339
 LG0339.The horizontal coordinates were scaled from a topographic map and have
 LG0339.an estimated accuracy of +/- 6 seconds.
 LG0339
 LG0339.The orthometric height was determined by differential leveling
 LG0339.and adjusted by the National Geodetic Survey in May 1993..
 LG0339
 LG0339.The geoid height was determined by GEOID03.
 LG0339
 LG0339.The dynamic height is computed by dividing the NAVD 88
 LG0339.geopotential number by the normal gravity value computed on the
 LG0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0339.degrees latitude (g = 980.6199 gals.).
 LG0339
 LG0339.The modeled gravity was interpolated from observed gravity values.
 LG0339
 LG0339;                    North         East    Units  Estimated Accuracy
 LG0339;SPC NE       -    92,280.      755,860.      MT  (+/- 180 meters Scaled)
 LG0339
 LG0339                          SUPERSEDED SURVEY CONTROL
 LG0339
 LG0339  NAVD 88 (06/15/91)  413.224  (m)         1355.72   (f) UNKNOWN     1 2
 LG0339  NGVD 29 (??/??/92)  413.091  (m)         1355.28   (f) ADJ UNCH    1 2
 LG0339
 LG0339.Superseded values are not recommended for survey control.
 LG0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0339.See file dsdata.txt to determine how the superseded data were derived.
 LG0339
 LG0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK712990(NAD 83)
 LG0339_MARKER: DB = BENCH MARK DISK
 LG0339_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0339_SP_SET: ABUTMENT
 LG0339_STAMPING: G 209 1940
 LG0339_MARK LOGO: CGS   
 LG0339_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0339+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0339
 LG0339  HISTORY     - Date     Condition        Report By
 LG0339  HISTORY     - 1940     MONUMENTED       CGS
 LG0339  HISTORY     - 19861117 GOOD             NGS
 LG0339  HISTORY     - 19911009 GOOD             NGS
 LG0339
 LG0339                          STATION DESCRIPTION
 LG0339
 LG0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0339'0.7 MI W FROM CRETE.
 LG0339'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0339'FROM THE STATION AT CRETE, SALINE COUNTY, AT THE EAST END OF
 LG0339'BRIDGE 80.42 OVER BLUE RIVER, AND IN THE TOP OF THE NORTH
 LG0339'ABUTMENT.  A STANDARD DISK, STAMPED G 209 1940.
 LG0339
 LG0339                          STATION RECOVERY (1986)
 LG0339
 LG0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0339'RECOVERED IN GOOD CONDITION.
 LG0339
 LG0339                          STATION RECOVERY (1991)
 LG0339
 LG0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0339'IN CRETE, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD AND
 LG0339'THE BIG BLUE RIVER, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH
 LG0339'END OF THE EAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING THE
 LG0339'RIVER, 1.0 M (3.3 FT) NORTH OF THE NEAR RAIL, AND 0.2 M (0.7 FT)
 LG0339'BELOW THE LEVEL OF THE TRACK.  NOTE--ACCESS TO THE DISK IS THROUGH A
 LG0339'4-INCH SQUARE HOLE IN A WOODEN WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0085 ***********************************************************************
 NO0085  DESIGNATION -  G 21
 NO0085  PID         -  NO0085
 NO0085  STATE/COUNTY-  NE/CHERRY
 NO0085  USGS QUAD   -  SQUARE LAKE (1987)
 NO0085
 NO0085                         *CURRENT SURVEY CONTROL
 NO0085  ___________________________________________________________________
 NO0085* NAD 83(1986)-  42 26 05.     (N)    100 57 40.     (W)     SCALED    
 NO0085* NAVD 88     -       945.961  (meters)    3103.54   (feet)  ADJUSTED  
 NO0085  ___________________________________________________________________
 NO0085  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 NO0085  DYNAMIC HT  -         945.519 (meters)    3102.09  (feet)  COMP
 NO0085  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 NO0085
 NO0085  VERT ORDER  -  FIRST     CLASS II
 NO0085
 NO0085.The horizontal coordinates were scaled from a topographic map and have
 NO0085.an estimated accuracy of +/- 6 seconds.
 NO0085
 NO0085.The orthometric height was determined by differential leveling
 NO0085.and adjusted by the National Geodetic Survey in June 1991..
 NO0085
 NO0085.The geoid height was determined by GEOID03.
 NO0085
 NO0085.The dynamic height is computed by dividing the NAVD 88
 NO0085.geopotential number by the normal gravity value computed on the
 NO0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0085.degrees latitude (g = 980.6199 gals.).
 NO0085
 NO0085.The modeled gravity was interpolated from observed gravity values.
 NO0085
 NO0085;                    North         East    Units  Estimated Accuracy
 NO0085;SPC NE       -   289,270.      420,930.      MT  (+/- 180 meters Scaled)
 NO0085
 NO0085                          SUPERSEDED SURVEY CONTROL
 NO0085
 NO0085  NGVD 29 (??/??/92)  945.651  (m)         3102.52   (f) ADJ UNCH    1 2
 NO0085
 NO0085.Superseded values are not recommended for survey control.
 NO0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0085.See file dsdata.txt to determine how the superseded data were derived.
 NO0085
 NO0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM386999(NAD 83)
 NO0085_MARKER: DB = BENCH MARK DISK
 NO0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0085_STAMPING: 3102.523 G 21 1933
 NO0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0085+STABILITY: SURFACE MOTION
 NO0085
 NO0085  HISTORY     - Date     Condition        Report By
 NO0085  HISTORY     - 1933     MONUMENTED       CGS
 NO0085  HISTORY     - 1970     MARK NOT FOUND   LOCENG
 NO0085  HISTORY     - 19850718 MARK NOT FOUND   USPSQD
 NO0085
 NO0085                          STATION DESCRIPTION
 NO0085
 NO0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0085'31 MI N FROM MULLENS.
 NO0085'IN CHERRY COUNTY, 31.0 MILES NORTH ALONG A DIRT ROAD FROM
 NO0085'MULLEN, HOOKER COUNTY, 4.0 MILES SOUTHWEST OF SQUARE LAKE, 1.4
 NO0085'MILES WEST OF MUD LAKE, AT A STOCK-WATERING PLACE, 225 FEET
 NO0085'SOUTH OF A WINDMILL, 30 FEET NORTH OF THE ROAD, AND 100 FEET
 NO0085'NORTH OF THE ABANDONED HIGHWAY.  A STANDARD DISK, STAMPED 3102.523
 NO0085'G 21 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 18
 NO0085'INCHES ABOVE GROUND.
 NO0085
 NO0085                          STATION RECOVERY (1970)
 NO0085
 NO0085'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 NO0085'MARK NOT FOUND.
 NO0085
 NO0085                          STATION RECOVERY (1985)
 NO0085
 NO0085'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 NO0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1227 ***********************************************************************
 MK1227  DESIGNATION -  G 210
 MK1227  PID         -  MK1227
 MK1227  STATE/COUNTY-  NE/PLATTE
 MK1227  USGS QUAD   -  DUNCAN (1976)
 MK1227
 MK1227                         *CURRENT SURVEY CONTROL
 MK1227  ___________________________________________________________________
 MK1227* NAD 83(1986)-  41 25 31.     (N)    097 23 13.     (W)     SCALED    
 MK1227* NAVD 88     -       442.033  (meters)    1450.24   (feet)  ADJUSTED  
 MK1227  ___________________________________________________________________
 MK1227  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 MK1227  DYNAMIC HT  -         441.840 (meters)    1449.60  (feet)  COMP
 MK1227  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 MK1227
 MK1227  VERT ORDER  -  FIRST     CLASS II
 MK1227
 MK1227.The horizontal coordinates were scaled from a topographic map and have
 MK1227.an estimated accuracy of +/- 6 seconds.
 MK1227
 MK1227.The orthometric height was determined by differential leveling
 MK1227.and adjusted by the National Geodetic Survey in June 1991..
 MK1227
 MK1227.The geoid height was determined by GEOID03.
 MK1227
 MK1227.The dynamic height is computed by dividing the NAVD 88
 MK1227.geopotential number by the normal gravity value computed on the
 MK1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1227.degrees latitude (g = 980.6199 gals.).
 MK1227
 MK1227.The modeled gravity was interpolated from observed gravity values.
 MK1227
 MK1227;                    North         East    Units  Estimated Accuracy
 MK1227;SPC NE       -   180,050.      718,320.      MT  (+/- 180 meters Scaled)
 MK1227
 MK1227                          SUPERSEDED SURVEY CONTROL
 MK1227
 MK1227  NGVD 29 (??/??/92)  441.844  (m)         1449.62   (f) ADJ UNCH    1 2
 MK1227
 MK1227.Superseded values are not recommended for survey control.
 MK1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1227.See file dsdata.txt to determine how the superseded data were derived.
 MK1227
 MK1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL347872(NAD 83)
 MK1227_MARKER: DB = BENCH MARK DISK
 MK1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1227_STAMPING: G 210 1940
 MK1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1227+STABILITY: SURFACE MOTION
 MK1227
 MK1227  HISTORY     - Date     Condition        Report By
 MK1227  HISTORY     - 1940     MONUMENTED       CGS
 MK1227
 MK1227                          STATION DESCRIPTION
 MK1227
 MK1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1227'1.5 MI W FROM COLUMBUS.
 MK1227'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 100
 MK1227'FEET SOUTH OF THE CENTERLINE OF THE SOUTH MAIN TRACK, 9.0 FEET
 MK1227'EAST OF MILEPOST NO. 86, 3.0 FEET WEST OF 4 X 4 INCH WHITE
 MK1227'WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1386 ***********************************************************************
 MK1386  DESIGNATION -  G 211
 MK1386  PID         -  MK1386
 MK1386  STATE/COUNTY-  NE/MERRICK
 MK1386  USGS QUAD   -  SILVER CREEK (1958)
 MK1386
 MK1386                         *CURRENT SURVEY CONTROL
 MK1386  ___________________________________________________________________
 MK1386* NAD 83(1986)-  41 17 05.     (N)    097 43 11.     (W)     SCALED    
 MK1386* NAVD 88     -       478.254  (meters)    1569.07   (feet)  ADJUSTED  
 MK1386  ___________________________________________________________________
 MK1386  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 MK1386  DYNAMIC HT  -         478.030 (meters)    1568.34  (feet)  COMP
 MK1386  MODELED GRAV-     980,140.0   (mgal)                       NAVD 88
 MK1386
 MK1386  VERT ORDER  -  FIRST     CLASS II
 MK1386
 MK1386.The horizontal coordinates were scaled from a topographic map and have
 MK1386.an estimated accuracy of +/- 6 seconds.
 MK1386
 MK1386.The orthometric height was determined by differential leveling
 MK1386.and adjusted by the National Geodetic Survey in June 1991..
 MK1386
 MK1386.The geoid height was determined by GEOID03.
 MK1386
 MK1386.The dynamic height is computed by dividing the NAVD 88
 MK1386.geopotential number by the normal gravity value computed on the
 MK1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1386.degrees latitude (g = 980.6199 gals.).
 MK1386
 MK1386.The modeled gravity was interpolated from observed gravity values.
 MK1386
 MK1386;                    North         East    Units  Estimated Accuracy
 MK1386;SPC NE       -   163,660.      690,940.      MT  (+/- 180 meters Scaled)
 MK1386
 MK1386                          SUPERSEDED SURVEY CONTROL
 MK1386
 MK1386  NGVD 29 (??/??/92)  478.051  (m)         1568.41   (f) ADJ UNCH    1 2
 MK1386
 MK1386.Superseded values are not recommended for survey control.
 MK1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1386.See file dsdata.txt to determine how the superseded data were derived.
 MK1386
 MK1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL072711(NAD 83)
 MK1386_MARKER: DB = BENCH MARK DISK
 MK1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1386_STAMPING: G 211 1940
 MK1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1386+STABILITY: SURFACE MOTION
 MK1386
 MK1386  HISTORY     - Date     Condition        Report By
 MK1386  HISTORY     - 1940     MONUMENTED       CGS
 MK1386
 MK1386                          STATION DESCRIPTION
 MK1386
 MK1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1386'3.7 MI SW FROM SILVER CREEK.
 MK1386'3.7 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT SILVER
 MK1386'CREEK.  BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY
 MK1386'NO. 30, 55 FEET NORTH OF CENTERLINE OF HIGHWAY, 42 FEET SOUTH OF
 MK1386'CENTERLINE OF SOUTH MAIN TRACK, 23.5 FEET NORTHEAST OF MILEPOST NO.
 MK1386'106, 3.0 FEET SOUTHWEST OF 4 X 4 INCH WHITE WOODEN POST
 MK1386'PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1136 ***********************************************************************
 NM1136  DESIGNATION -  G 212
 NM1136  PID         -  NM1136
 NM1136  STATE/COUNTY-  NE/MADISON
 NM1136  USGS QUAD   -  NORFOLK (1976)
 NM1136
 NM1136                         *CURRENT SURVEY CONTROL
 NM1136  ___________________________________________________________________
 NM1136* NAD 83(1986)-  42 02 01.     (N)    097 24 50.     (W)     SCALED    
 NM1136* NAVD 88     -       464.753  (meters)    1524.78   (feet)  ADJUSTED  
 NM1136  ___________________________________________________________________
 NM1136  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 NM1136  DYNAMIC HT  -         464.570 (meters)    1524.18  (feet)  COMP
 NM1136  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 NM1136
 NM1136  VERT ORDER  -  FIRST     CLASS II
 NM1136
 NM1136.The horizontal coordinates were scaled from a topographic map and have
 NM1136.an estimated accuracy of +/- 6 seconds.
 NM1136
 NM1136.The orthometric height was determined by differential leveling
 NM1136.and adjusted by the National Geodetic Survey in June 1991..
 NM1136
 NM1136.The geoid height was determined by GEOID03.
 NM1136
 NM1136.The dynamic height is computed by dividing the NAVD 88
 NM1136.geopotential number by the normal gravity value computed on the
 NM1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1136.degrees latitude (g = 980.6199 gals.).
 NM1136
 NM1136.The modeled gravity was interpolated from observed gravity values.
 NM1136
 NM1136;                    North         East    Units  Estimated Accuracy
 NM1136;SPC NE       -   247,490.      714,050.      MT  (+/- 180 meters Scaled)
 NM1136
 NM1136                          SUPERSEDED SURVEY CONTROL
 NM1136
 NM1136  NGVD 29 (??/??/92)  464.570  (m)         1524.18   (f) ADJ UNCH    1 2
 NM1136
 NM1136.Superseded values are not recommended for survey control.
 NM1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1136.See file dsdata.txt to determine how the superseded data were derived.
 NM1136
 NM1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM312547(NAD 83)
 NM1136_MARKER: DB = BENCH MARK DISK
 NM1136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1136_SP_SET: BUILDING
 NM1136_STAMPING: G 212 1940
 NM1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1136
 NM1136  HISTORY     - Date     Condition        Report By
 NM1136  HISTORY     - 1940     MONUMENTED       CGS
 NM1136  HISTORY     - 1972     GOOD
 NM1136
 NM1136                          STATION DESCRIPTION
 NM1136
 NM1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1136'AT NORFOLK.
 NM1136'AT NORFOLK, MADISON COUNTY, AT THE UNION PACIFIC RAILROAD STATION,
 NM1136'IN THE NORTH BRICK WALL, 49.4 FEET EAST OF THE NORTHWEST CORNER
 NM1136'OF THE STATION, 31 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 NM1136'MAIN TRACK, 5.2 FEET WEST OF THE EAST ENTRANCE TO THE WAITING
 NM1136'ROOM, AND 4.2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 NM1136'G 212 1940 AND SET VERTICALLY.
 NM1136
 NM1136                          STATION RECOVERY (1972)
 NM1136
 NM1136'RECOVERED 1972
 NM1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1131 ***********************************************************************
 MK1131  DESIGNATION -  G 213
 MK1131  PID         -  MK1131
 MK1131  STATE/COUNTY-  NE/PLATTE
 MK1131  USGS QUAD   -  HUMPHREY (1976)
 MK1131
 MK1131                         *CURRENT SURVEY CONTROL
 MK1131  ___________________________________________________________________
 MK1131* NAD 83(1986)-  41 43 45.     (N)    097 29 09.     (W)     SCALED    
 MK1131* NAVD 88     -       515.935  (meters)    1692.70   (feet)  ADJUSTED  
 MK1131  ___________________________________________________________________
 MK1131  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 MK1131  DYNAMIC HT  -         515.717 (meters)    1691.98  (feet)  COMP
 MK1131  MODELED GRAV-     980,183.6   (mgal)                       NAVD 88
 MK1131
 MK1131  VERT ORDER  -  FIRST     CLASS II
 MK1131
 MK1131.The horizontal coordinates were scaled from a topographic map and have
 MK1131.an estimated accuracy of +/- 6 seconds.
 MK1131
 MK1131.The orthometric height was determined by differential leveling
 MK1131.and adjusted by the National Geodetic Survey in June 1991..
 MK1131
 MK1131.The geoid height was determined by GEOID03.
 MK1131
 MK1131.The dynamic height is computed by dividing the NAVD 88
 MK1131.geopotential number by the normal gravity value computed on the
 MK1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1131.degrees latitude (g = 980.6199 gals.).
 MK1131
 MK1131.The modeled gravity was interpolated from observed gravity values.
 MK1131
 MK1131;                    North         East    Units  Estimated Accuracy
 MK1131;SPC NE       -   213,530.      709,080.      MT  (+/- 180 meters Scaled)
 MK1131
 MK1131                          SUPERSEDED SURVEY CONTROL
 MK1131
 MK1131  NGVD 29 (??/??/92)  515.743  (m)         1692.07   (f) ADJ UNCH    1 2
 MK1131
 MK1131.Superseded values are not recommended for survey control.
 MK1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1131.See file dsdata.txt to determine how the superseded data were derived.
 MK1131
 MK1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM259208(NAD 83)
 MK1131_MARKER: DB = BENCH MARK DISK
 MK1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1131_STAMPING: G 213 1940
 MK1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1131+STABILITY: SURFACE MOTION
 MK1131
 MK1131  HISTORY     - Date     Condition        Report By
 MK1131  HISTORY     - 1940     MONUMENTED       CGS
 MK1131
 MK1131                          STATION DESCRIPTION
 MK1131
 MK1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1131'2.6 MI N FROM HUMPHREY.
 MK1131'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 108
 MK1131'FEET NORTHWEST OF THE CENTER OF INTERSECTION OF EAST-WEST GRAVEL
 MK1131'ROAD AND TRACK, 94 FEET NORTH OF CENTERLINE OF ROAD, 45.5 FEET
 MK1131'WEST OF CENTERLINE OF TRACK, 3.5 FEET SOUTH OF 4 X 4 INCH WHITE
 MK1131'WOODEN POST PROJECTING 2.0 FEET, 1.0 FOOT EAST OF RIGHT-OF-WAY
 MK1131'FENCE.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1125 ***********************************************************************
 MK1125  DESIGNATION -  G 214
 MK1125  PID         -  MK1125
 MK1125  STATE/COUNTY-  NE/PLATTE
 MK1125  USGS QUAD   -  HUMPHREY (1976)
 MK1125
 MK1125                         *CURRENT SURVEY CONTROL
 MK1125  ___________________________________________________________________
 MK1125* NAD 83(1986)-  41 40 25.     (N)    097 29 17.     (W)     SCALED    
 MK1125* NAVD 88     -       504.618  (meters)    1655.57   (feet)  ADJUSTED  
 MK1125  ___________________________________________________________________
 MK1125  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 MK1125  DYNAMIC HT  -         504.398 (meters)    1654.85  (feet)  COMP
 MK1125  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 MK1125
 MK1125  VERT ORDER  -  FIRST     CLASS II
 MK1125
 MK1125.The horizontal coordinates were scaled from a topographic map and have
 MK1125.an estimated accuracy of +/- 6 seconds.
 MK1125
 MK1125.The orthometric height was determined by differential leveling
 MK1125.and adjusted by the National Geodetic Survey in June 1991..
 MK1125
 MK1125.The geoid height was determined by GEOID03.
 MK1125
 MK1125.The dynamic height is computed by dividing the NAVD 88
 MK1125.geopotential number by the normal gravity value computed on the
 MK1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1125.degrees latitude (g = 980.6199 gals.).
 MK1125
 MK1125.The modeled gravity was interpolated from observed gravity values.
 MK1125
 MK1125;                    North         East    Units  Estimated Accuracy
 MK1125;SPC NE       -   207,360.      709,080.      MT  (+/- 180 meters Scaled)
 MK1125
 MK1125                          SUPERSEDED SURVEY CONTROL
 MK1125
 MK1125  NGVD 29 (??/??/92)  504.422  (m)         1654.92   (f) ADJ UNCH    1 2
 MK1125
 MK1125.Superseded values are not recommended for survey control.
 MK1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1125.See file dsdata.txt to determine how the superseded data were derived.
 MK1125
 MK1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM258146(NAD 83)
 MK1125_MARKER: DB = BENCH MARK DISK
 MK1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1125_STAMPING: G 214 1940
 MK1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1125+STABILITY: SURFACE MOTION
 MK1125
 MK1125  HISTORY     - Date     Condition        Report By
 MK1125  HISTORY     - 1940     MONUMENTED       CGS
 MK1125
 MK1125                          STATION DESCRIPTION
 MK1125
 MK1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1125'1.5 MI S FROM HUMPHREY.
 MK1125'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 0.9
 MK1125'MILE SOUTH OF THE CROSSING OF THE UNION PACIFIC RR. AND THE
 MK1125'CHICAGO AND NORTH WESTERN RR., 88 FEET SOUTHEAST OF THE CENTER
 MK1125'OF INTERSECTION OF EAST-WEST DIRT ROAD AND TRACK, 80 FEET SOUTH
 MK1125'OF CENTERLINE OF ROAD, 45.5 FEET EAST OF CENTERLINE OF TRACK,
 MK1125'4.5 FEET WEST OF RIGHT-OF-WAY FENCE, 3.5 FEET NORTH OF 4 X 4
 MK1125'INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 MK1125'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0533 ***********************************************************************
 LF0533  DESIGNATION -  G 215
 LF0533  PID         -  LF0533
 LF0533  STATE/COUNTY-  NE/RICHARDSON
 LF0533  USGS QUAD   -  SALEM (1965)
 LF0533
 LF0533                         *CURRENT SURVEY CONTROL
 LF0533  ___________________________________________________________________
 LF0533* NAD 83(1986)-  40 03 14.     (N)    095 38 01.     (W)     SCALED    
 LF0533* NAVD 88     -       274.844  (meters)     901.72   (feet)  ADJUSTED  
 LF0533  ___________________________________________________________________
 LF0533  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LF0533  DYNAMIC HT  -         274.690 (meters)     901.21  (feet)  COMP
 LF0533  MODELED GRAV-     980,060.9   (mgal)                       NAVD 88
 LF0533
 LF0533  VERT ORDER  -  SECOND    CLASS 0
 LF0533
 LF0533.The horizontal coordinates were scaled from a topographic map and have
 LF0533.an estimated accuracy of +/- 6 seconds.
 LF0533
 LF0533.The orthometric height was determined by differential leveling
 LF0533.and adjusted by the National Geodetic Survey in June 1991..
 LF0533
 LF0533.The geoid height was determined by GEOID03.
 LF0533
 LF0533.The dynamic height is computed by dividing the NAVD 88
 LF0533.geopotential number by the normal gravity value computed on the
 LF0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0533.degrees latitude (g = 980.6199 gals.).
 LF0533
 LF0533.The modeled gravity was interpolated from observed gravity values.
 LF0533
 LF0533;                    North         East    Units  Estimated Accuracy
 LF0533;SPC NE       -    33,900.      872,400.      MT  (+/- 180 meters Scaled)
 LF0533
 LF0533                          SUPERSEDED SURVEY CONTROL
 LF0533
 LF0533  NGVD 29 (??/??/92)  274.763  (m)          901.45   (f) ADJ UNCH    2 0
 LF0533
 LF0533.Superseded values are not recommended for survey control.
 LF0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0533.See file dsdata.txt to determine how the superseded data were derived.
 LF0533
 LF0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE753370(NAD 83)
 LF0533_MARKER: DB = BENCH MARK DISK
 LF0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0533_STAMPING: G 215 1945
 LF0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0533+STABILITY: SURFACE MOTION
 LF0533
 LF0533  HISTORY     - Date     Condition        Report By
 LF0533  HISTORY     - 1945     MONUMENTED       CGS
 LF0533  HISTORY     - 1964     GOOD             USGS
 LF0533
 LF0533                          STATION DESCRIPTION
 LF0533
 LF0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0533'1.7 MI W FROM FALLS CITY.
 LF0533'1.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0533'FROM THE STATION AT FALLS CITY, AT A ROAD CROSSING, 84.5 FEET
 LF0533'NORTH OF THE CENTERLINE OF THE TRACK, 20 FEET WEST OF THE
 LF0533'CENTERLINE OF THE ROAD, 16 FEET NORTHWEST OF A POLE, 2 FEET
 LF0533'EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTH OF THE
 LF0533'RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 LF0533'AN IRON BENCH MARK DISK, STAMPED G 215 1945 AND SET IN THE TOP
 LF0533'OF A CONCRETE POST.
 LF0533
 LF0533                          STATION RECOVERY (1964)
 LF0533
 LF0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0179 ***********************************************************************
 NN0179  DESIGNATION -  G 217
 NN0179  PID         -  NN0179
 NN0179  STATE/COUNTY-  NE/HOLT
 NN0179  USGS QUAD   -  PAGE (1986)
 NN0179
 NN0179                         *CURRENT SURVEY CONTROL
 NN0179  ___________________________________________________________________
 NN0179* NAD 83(1986)-  42 23 38.     (N)    098 29 44.     (W)     SCALED    
 NN0179* NAVD 88     -       585.817  (meters)    1921.97   (feet)  ADJUSTED  
 NN0179  ___________________________________________________________________
 NN0179  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 NN0179  DYNAMIC HT  -         585.591 (meters)    1921.23  (feet)  COMP
 NN0179  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 NN0179
 NN0179  VERT ORDER  -  FIRST     CLASS II
 NN0179
 NN0179.The horizontal coordinates were scaled from a topographic map and have
 NN0179.an estimated accuracy of +/- 6 seconds.
 NN0179
 NN0179.The orthometric height was determined by differential leveling
 NN0179.and adjusted by the National Geodetic Survey in June 1991..
 NN0179
 NN0179.The geoid height was determined by GEOID03.
 NN0179
 NN0179.The dynamic height is computed by dividing the NAVD 88
 NN0179.geopotential number by the normal gravity value computed on the
 NN0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0179.degrees latitude (g = 980.6199 gals.).
 NN0179
 NN0179.The modeled gravity was interpolated from observed gravity values.
 NN0179
 NN0179;                    North         East    Units  Estimated Accuracy
 NN0179;SPC NE       -   285,380.      623,840.      MT  (+/- 180 meters Scaled)
 NN0179
 NN0179                          SUPERSEDED SURVEY CONTROL
 NN0179
 NN0179  NGVD 29 (??/??/92)  585.618  (m)         1921.32   (f) ADJ UNCH    1 2
 NN0179
 NN0179.Superseded values are not recommended for survey control.
 NN0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0179.See file dsdata.txt to determine how the superseded data were derived.
 NN0179
 NN0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM415936(NAD 83)
 NN0179_MARKER: DB = BENCH MARK DISK
 NN0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0179_STAMPING: G 217 1946
 NN0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0179+STABILITY: SURFACE MOTION
 NN0179
 NN0179  HISTORY     - Date     Condition        Report By
 NN0179  HISTORY     - 1946     MONUMENTED       CGS
 NN0179
 NN0179                          STATION DESCRIPTION
 NN0179
 NN0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0179'0.6 MI S FROM PAGE.
 NN0179'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0179'PAGE, HOLT COUNTY, THENCE 4.0 MILES WEST ALONG A GRADED DIRT
 NN0179'ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH, 49 FEET
 NN0179'NORTH OF THE CENTERLINE OF THE GRADED ROAD, 27 FEET EAST OF
 NN0179'THE CENTERLINE OF THE DIRT ROAD, 12 FEET NORTH OF A FENCE
 NN0179'CORNER, 1 FOOT WEST OF A FENCE, 1 FOOT SOUTH OF A WHITE WOODEN
 NN0179'WITNESS POST, AND LEVEL WITH THE EAST-AND-WEST ROAD.  A STANDARD
 NN0179'DISK, STAMPED G 217 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0179'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0334 ***********************************************************************
 NN0334  DESIGNATION -  G 218
 NN0334  PID         -  NN0334
 NN0334  STATE/COUNTY-  NE/HOLT
 NN0334  USGS QUAD   -  STUART SE (1954)
 NN0334
 NN0334                         *CURRENT SURVEY CONTROL
 NN0334  ___________________________________________________________________
 NN0334* NAD 83(1986)-  42 32 41.     (N)    099 00 09.     (W)     SCALED    
 NN0334* NAVD 88     -       643.362  (meters)    2110.76   (feet)  ADJUSTED  
 NN0334  ___________________________________________________________________
 NN0334  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 NN0334  DYNAMIC HT  -         643.108 (meters)    2109.93  (feet)  COMP
 NN0334  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 NN0334
 NN0334  VERT ORDER  -  FIRST     CLASS II
 NN0334
 NN0334.The horizontal coordinates were scaled from a topographic map and have
 NN0334.an estimated accuracy of +/- 6 seconds.
 NN0334
 NN0334.The orthometric height was determined by differential leveling
 NN0334.and adjusted by the National Geodetic Survey in June 1991..
 NN0334
 NN0334.The geoid height was determined by GEOID03.
 NN0334
 NN0334.The dynamic height is computed by dividing the NAVD 88
 NN0334.geopotential number by the normal gravity value computed on the
 NN0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0334.degrees latitude (g = 980.6199 gals.).
 NN0334
 NN0334.The modeled gravity was interpolated from observed gravity values.
 NN0334
 NN0334;                    North         East    Units  Estimated Accuracy
 NN0334;SPC NE       -   301,520.      581,920.      MT  (+/- 180 meters Scaled)
 NN0334
 NN0334                          SUPERSEDED SURVEY CONTROL
 NN0334
 NN0334  NGVD 29 (??/??/92)  643.133  (m)         2110.01   (f) ADJ UNCH    1 2
 NN0334
 NN0334.Superseded values are not recommended for survey control.
 NN0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0334.See file dsdata.txt to determine how the superseded data were derived.
 NN0334
 NN0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN997102(NAD 83)
 NN0334_MARKER: DB = BENCH MARK DISK
 NN0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0334_STAMPING: G 218 1946
 NN0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0334+STABILITY: SURFACE MOTION
 NN0334
 NN0334  HISTORY     - Date     Condition        Report By
 NN0334  HISTORY     - 1946     MONUMENTED       CGS
 NN0334
 NN0334                          STATION DESCRIPTION
 NN0334
 NN0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0334'1.6 MI NW FROM ATKINSON.
 NN0334'1.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0334'FROM THE STATION AT ATKINSON, HOLT COUNTY, 70 YARDS NORTHEAST
 NN0334'ACROSS THE TRACK FROM THE EIGHTH POLE NORTHWEST OF MILEPOST 175,
 NN0334'107 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 20, 2.5
 NN0334'FEET SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF
 NN0334'A WHITE WOODEN WITNESS POST, AND 4 FEET LOWER THAN THE HIGHWAY.
 NN0334'A STANDARD DISK, STAMPED G 218 1946 AND SET IN THE TOP OF A CONCRETE
 NN0334'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0329 ***********************************************************************
 NN0329  DESIGNATION -  G 219
 NN0329  PID         -  NN0329
 NN0329  STATE/COUNTY-  NE/HOLT
 NN0329  USGS QUAD   -  ATKINSON (1974)
 NN0329
 NN0329                         *CURRENT SURVEY CONTROL
 NN0329  ___________________________________________________________________
 NN0329* NAD 83(1986)-  42 31 19.     (N)    098 59 27.     (W)     SCALED    
 NN0329* NAVD 88     -       638.115  (meters)    2093.55   (feet)  ADJUSTED  
 NN0329  ___________________________________________________________________
 NN0329  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 NN0329  DYNAMIC HT  -         637.862 (meters)    2092.72  (feet)  COMP
 NN0329  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 NN0329
 NN0329  VERT ORDER  -  FIRST     CLASS II
 NN0329
 NN0329.This mark is at Stuart-Atkinson Mun Airport (8V2)
 NN0329
 NN0329.The horizontal coordinates were scaled from a topographic map and have
 NN0329.an estimated accuracy of +/- 6 seconds.
 NN0329
 NN0329.The orthometric height was determined by differential leveling
 NN0329.and adjusted by the National Geodetic Survey in June 1991..
 NN0329
 NN0329.The geoid height was determined by GEOID03.
 NN0329
 NN0329.The dynamic height is computed by dividing the NAVD 88
 NN0329.geopotential number by the normal gravity value computed on the
 NN0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0329.degrees latitude (g = 980.6199 gals.).
 NN0329
 NN0329.The modeled gravity was interpolated from observed gravity values.
 NN0329
 NN0329;                    North         East    Units  Estimated Accuracy
 NN0329;SPC NE       -   299,000.      582,910.      MT  (+/- 180 meters Scaled)
 NN0329
 NN0329                          SUPERSEDED SURVEY CONTROL
 NN0329
 NN0329  NGVD 29 (??/??/92)  637.888  (m)         2092.80   (f) ADJ UNCH    1 2
 NN0329
 NN0329.Superseded values are not recommended for survey control.
 NN0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0329.See file dsdata.txt to determine how the superseded data were derived.
 NN0329
 NN0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN007077(NAD 83)
 NN0329_MARKER: DB = BENCH MARK DISK
 NN0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0329_STAMPING: G 219 1946
 NN0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0329+STABILITY: SURFACE MOTION
 NN0329
 NN0329  HISTORY     - Date     Condition        Report By
 NN0329  HISTORY     - 1946     MONUMENTED       CGS
 NN0329  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NN0329
 NN0329                          STATION DESCRIPTION
 NN0329
 NN0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0329'0.8 MI W FROM ATKINSON.
 NN0329'0.8 MILE WEST, THENCE 0.5 MILE SOUTH ALONG GRAVEL ROADS FROM A
 NN0329'POINT TWO BLOCKS SOUTH OF THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0329'STATION AT ATKINSON, HOLE COUNTY, AT ATKINSON AIRPORT, AT THE
 NN0329'NORTHEAST CORNER OF THE LANDING FIELD, 89 FEET EAST-NORTHEAST OF
 NN0329'THE NORTHEAST CORNER OF A SMALL HANGAR, AT A ROAD INTERSECTION,
 NN0329'42.6 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 40
 NN0329'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 1 FOOT
 NN0329'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0329'ROAD.  A STANDARD DISK, STAMPED G 219 1946 AND SET IN THE TOP OF
 NN0329'A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NN0329
 NN0329                          STATION RECOVERY (1982)
 NN0329
 NN0329'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0195 ***********************************************************************
 MM0195  DESIGNATION -  G 22
 MM0195  PID         -  MM0195
 MM0195  STATE/COUNTY-  NE/HOOKER
 MM0195  USGS QUAD   -  DISMAL RIVER RANCH (1985)
 MM0195
 MM0195                         *CURRENT SURVEY CONTROL
 MM0195  ___________________________________________________________________
 MM0195* NAD 83(1986)-  41 48 52.     (N)    101 01 47.     (W)     SCALED    
 MM0195* NAVD 88     -      1006.011  (meters)    3300.55   (feet)  ADJUSTED  
 MM0195  ___________________________________________________________________
 MM0195  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 MM0195  DYNAMIC HT  -        1005.456 (meters)    3298.73  (feet)  COMP
 MM0195  MODELED GRAV-     980,036.2   (mgal)                       NAVD 88
 MM0195
 MM0195  VERT ORDER  -  FIRST     CLASS II
 MM0195
 MM0195.The horizontal coordinates were scaled from a topographic map and have
 MM0195.an estimated accuracy of +/- 6 seconds.
 MM0195
 MM0195.The orthometric height was determined by differential leveling
 MM0195.and adjusted by the National Geodetic Survey in June 1994..
 MM0195
 MM0195.The geoid height was determined by GEOID03.
 MM0195
 MM0195.The dynamic height is computed by dividing the NAVD 88
 MM0195.geopotential number by the normal gravity value computed on the
 MM0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0195.degrees latitude (g = 980.6199 gals.).
 MM0195
 MM0195.The modeled gravity was interpolated from observed gravity values.
 MM0195
 MM0195;                    North         East    Units  Estimated Accuracy
 MM0195;SPC NE       -   220,460.      414,470.      MT  (+/- 180 meters Scaled)
 MM0195
 MM0195                          SUPERSEDED SURVEY CONTROL
 MM0195
 MM0195  NAVD 88 (06/15/91) 1006.051  (m)         3300.69   (f) UNKNOWN     1 2
 MM0195  NGVD 29 (02/14/92) 1005.676  (m)         3299.46   (f) ADJUSTED    1 2
 MM0195
 MM0195.Superseded values are not recommended for survey control.
 MM0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0195.See file dsdata.txt to determine how the superseded data were derived.
 MM0195
 MM0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM314311(NAD 83)
 MM0195_MARKER: DB = BENCH MARK DISK
 MM0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0195_SP_SET: CONCRETE POST
 MM0195_STAMPING: G 22 1933 3299.534
 MM0195_MARK LOGO: CGS   
 MM0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0195+STABILITY: SURFACE MOTION
 MM0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0195+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1991
 MM0195
 MM0195  HISTORY     - Date     Condition        Report By
 MM0195  HISTORY     - 1933     MONUMENTED       CGS
 MM0195  HISTORY     - 1984     GOOD             USGS
 MM0195  HISTORY     - 19910819 GOOD             NGS
 MM0195
 MM0195                          STATION DESCRIPTION
 MM0195
 MM0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0195'17.1 MI S FROM MULLEN.
 MM0195'17.1 MILES SOUTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0195'MULLEN, HOOKER COUNTY, 2.8 MILES SOUTH OF THE BRIDGE OVER DISMAL
 MM0195'RIVER, ABOUT 1 MILE NORTH OF SHIMMINS SCHOOL, AT THE NORTH
 MM0195'FOOT OF A RIDGE, IN A HOLLOW, AND 60 FEET SOUTHWEST OF THE
 MM0195'CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED 3299.534
 MM0195'G 22 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 MM0195'INCHES ABOVE GROUND.
 MM0195
 MM0195                          STATION RECOVERY (1984)
 MM0195
 MM0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0195'MULLEN, 17.1 MILES SOUTH ALONG NEB. STATE HIGHWAY 97 FROM THE MULLEN,
 MM0195'HOOKER CO., 2.8 MILES SOUTH OF THE BRIDGE OVER THE DISMAL RIVER, AT
 MM0195'THE SOUTH FOOT OF A RIDGE, IN A HOLLOW AND 60 FEET SOUTHWEST OF THE
 MM0195'CENTERLINE OF THE OLD 1948 U.S. HIGHWAY 83,150 FEET NORTHWEST ALONG
 MM0195'STATE HIGHWAY 97 FROM A T-TRAIL SOUTHWEST THENCE 315 FEET WEST A STD.
 MM0195'DISK STAMPED '3299 534 G 22 1933' AND SET IN THE TOP OF A CONCERETE
 MM0195'POST PROJECTING 2 1/2 FEET ABOVE THE GROUND.
 MM0195
 MM0195                          STATION RECOVERY (1991)
 MM0195
 MM0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0195'26.2 KM (16.25 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0195'OF STATE HIGHWAY 2 IN MULLEN, 180.0 M (590.5 FT) NORTHWEST OF THE
 MM0195'CENTER OF A RANCH ENTRANCE GATE, 76.3 M (250.3 FT) SOUTHWEST OF THE
 MM0195'HIGHWAY CENTERLINE, 55.3 M (181.4 FT) SOUTHWEST OF A WITNESS POST AND
 MM0195'FENCE, 3.5 M (11.5 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 MM0195'MONUMENT PROJECTS 0.8 M (2.6 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 MM0195'MONUMENT IS ON PROPERTY OWNED BY THE DISMAL RIVER RANCH.
 MM0195'CONTACT--MARY HELEN MARLAND, HC 4, BOX 19, MULLEN, NE 69152,
 MM0195'TELEPHONE NUMBER (308) 546-2546.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0372 ***********************************************************************
 NN0372  DESIGNATION -  G 220
 NN0372  PID         -  NN0372
 NN0372  STATE/COUNTY-  NE/ROCK
 NN0372  USGS QUAD   -  NEWPORT SW (1954)
 NN0372
 NN0372                         *CURRENT SURVEY CONTROL
 NN0372  ___________________________________________________________________
 NN0372* NAD 83(1986)-  42 34 59.     (N)    099 25 16.     (W)     SCALED    
 NN0372* NAVD 88     -       695.009  (meters)    2280.21   (feet)  ADJUSTED  
 NN0372  ___________________________________________________________________
 NN0372  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 NN0372  DYNAMIC HT  -         694.730 (meters)    2279.29  (feet)  COMP
 NN0372  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 NN0372
 NN0372  VERT ORDER  -  FIRST     CLASS II
 NN0372
 NN0372.The horizontal coordinates were scaled from a topographic map and have
 NN0372.an estimated accuracy of +/- 6 seconds.
 NN0372
 NN0372.The orthometric height was determined by differential leveling
 NN0372.and adjusted by the National Geodetic Survey in June 1991..
 NN0372
 NN0372.The geoid height was determined by GEOID03.
 NN0372
 NN0372.The dynamic height is computed by dividing the NAVD 88
 NN0372.geopotential number by the normal gravity value computed on the
 NN0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0372.degrees latitude (g = 980.6199 gals.).
 NN0372
 NN0372.The modeled gravity was interpolated from observed gravity values.
 NN0372
 NN0372;                    North         East    Units  Estimated Accuracy
 NN0372;SPC NE       -   305,470.      547,510.      MT  (+/- 180 meters Scaled)
 NN0372
 NN0372                          SUPERSEDED SURVEY CONTROL
 NN0372
 NN0372  NGVD 29 (??/??/92)  694.767  (m)         2279.41   (f) ADJ UNCH    1 2
 NN0372
 NN0372.Superseded values are not recommended for survey control.
 NN0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0372.See file dsdata.txt to determine how the superseded data were derived.
 NN0372
 NN0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN654146(NAD 83)
 NN0372_MARKER: DB = BENCH MARK DISK
 NN0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0372_STAMPING: G 220 1946
 NN0372_MARK LOGO: CGS   
 NN0372_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NN0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0372+STABILITY: SURFACE MOTION
 NN0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0372+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1998
 NN0372
 NN0372  HISTORY     - Date     Condition        Report By
 NN0372  HISTORY     - 1946     MONUMENTED       CGS
 NN0372  HISTORY     - 1949     GOOD             USGS
 NN0372  HISTORY     - 1982     GOOD             LOCSUR
 NN0372  HISTORY     - 19980721 GOOD             NEDR
 NN0372
 NN0372                          STATION DESCRIPTION
 NN0372
 NN0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0372'0.5 MI S FROM NEWPORT.
 NN0372'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0372'NEWPORT, ROCK COUNTY, THENCE 5.0 MILES WEST ALONG U.S. HIGHWAY
 NN0372'20, AND THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD, AT THE
 NN0372'SOUTHWEST CORNER OF A PASTURE, 41 FEET EAST OF THE CENTERLINE
 NN0372'OF THE ROAD, 9.5 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 NN0372'FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 2 FEET
 NN0372'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED G 220 1946 AND
 NN0372'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NN0372'GROUND.
 NN0372
 NN0372                          STATION RECOVERY (1949)
 NN0372
 NN0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 NN0372'RECOVERED IN GOOD CONDITION.
 NN0372
 NN0372                          STATION RECOVERY (1982)
 NN0372
 NN0372'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0372'RECOVERED IN GOOD CONDITION.
 NN0372
 NN0372                          STATION RECOVERY (1998)
 NN0372
 NN0372'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 NN0372'RECOVERED IN GOOD CONDITION, ABOUT 6 MI (9.7 KM) EAST OF BASSETT, ON
 NN0372'ROAD RIGHT-OF-WAY AND IN SEC10, T30N, R18W.  TO REACH FROM THE
 NN0372'JUNCTION OF U.S.  HIGHWAYS HIGHWAYS 20 AND 183, IN BASSETT, GO EAST ON
 NN0372'HIGHWAY 20 FOR 6.0 MI (9.7 KM) TO A COUNTY ROAD INTERSECTION. TURN
 NN0372'LEFT AND GO NORTH FOR 0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT AND
 NN0372'EAST SIDE OF THE ROAD.  IT IS SET INTO THE TOP OF A SQUARE CONCRETE
 NN0372'MONUMENT THAT PROJECTS 0.10 M (0.33 FT) ABOVE THE GROUND AND IS 11.59
 NN0372'M (38.02 FT) EAST OF THE CENTERLINE OF THE ROAD, 10.0 M (32.8 FT)
 NN0372'SOUTH OF THE CENTERLINE OF A FIELD DRIVE, AND GATE, TO THE EAST, 2.5 M
 NN0372'(8.2 FT) EAST OF A FENCE AND 0.22 M (0.72 FT) SOUTH OF A WITNESS POST.
 NN0372'THE MARK HAS FERROUS MATERIAL AND WHILE IT SERVES AS THE AZIMUTH MARK
 NN0372'FOR STAION-KRAMER-IT IS NOT VISIBLE DUE TO A PINE TREE NEAR THAT
 NN0372'STATION.  THE MARK HAS FERROUS MATERIAL AND IT IS SUITABLE FOR GPS
 NN0372'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1246 ***********************************************************************
 NM1246  DESIGNATION -  G 221
 NM1246  PID         -  NM1246
 NM1246  STATE/COUNTY-  NE/PIERCE
 NM1246  USGS QUAD   -  FOSTER (1963)
 NM1246
 NM1246                         *CURRENT SURVEY CONTROL
 NM1246  ___________________________________________________________________
 NM1246* NAD 83(1986)-  42 15 15.     (N)    097 38 00.     (W)     SCALED    
 NM1246* NAVD 88     -       496.926  (meters)    1630.33   (feet)  ADJUSTED  
 NM1246  ___________________________________________________________________
 NM1246  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NM1246  DYNAMIC HT  -         496.739 (meters)    1629.72  (feet)  COMP
 NM1246  MODELED GRAV-     980,229.0   (mgal)                       NAVD 88
 NM1246
 NM1246  VERT ORDER  -  FIRST     CLASS II
 NM1246
 NM1246.The horizontal coordinates were scaled from a topographic map and have
 NM1246.an estimated accuracy of +/- 6 seconds.
 NM1246
 NM1246.The orthometric height was determined by differential leveling
 NM1246.and adjusted by the National Geodetic Survey in June 1991..
 NM1246
 NM1246.The geoid height was determined by GEOID03.
 NM1246
 NM1246.The dynamic height is computed by dividing the NAVD 88
 NM1246.geopotential number by the normal gravity value computed on the
 NM1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1246.degrees latitude (g = 980.6199 gals.).
 NM1246
 NM1246.The modeled gravity was interpolated from observed gravity values.
 NM1246
 NM1246;                    North         East    Units  Estimated Accuracy
 NM1246;SPC NE       -   271,450.      695,220.      MT  (+/- 180 meters Scaled)
 NM1246
 NM1246                          SUPERSEDED SURVEY CONTROL
 NM1246
 NM1246  NGVD 29 (??/??/92)  496.750  (m)         1629.75   (f) ADJ UNCH    1 2
 NM1246
 NM1246.Superseded values are not recommended for survey control.
 NM1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1246.See file dsdata.txt to determine how the superseded data were derived.
 NM1246
 NM1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM127789(NAD 83)
 NM1246_MARKER: DB = BENCH MARK DISK
 NM1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1246_STAMPING: C 221 1946
 NM1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1246+STABILITY: SURFACE MOTION
 NM1246
 NM1246  HISTORY     - Date     Condition        Report By
 NM1246  HISTORY     - 1946     MONUMENTED       CGS
 NM1246  HISTORY     - 1962     MARK NOT FOUND   NGS
 NM1246  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1246
 NM1246                          STATION DESCRIPTION
 NM1246
 NM1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1246'2 MI SE FROM FOSTER.
 NM1246'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE CHICAGO
 NM1246'AND NORTH WESTERN RAILWAY STATION AT FOSTER, PIERCE COUNTY,
 NM1246'51 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 49 FEET
 NM1246'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF C.
 NM1246'AND N.W. RY. MILEPOST 21, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 NM1246'POST, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 NM1246'G 221 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 NM1246'INCHES ABOVE GROUND.
 NM1246
 NM1246                          STATION RECOVERY (1962)
 NM1246
 NM1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NM1246'MARK NOT FOUND.
 NM1246
 NM1246                          STATION RECOVERY (1999)
 NM1246
 NM1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1246'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0143 ***********************************************************************
 NN0143  DESIGNATION -  G 222
 NN0143  PID         -  NN0143
 NN0143  STATE/COUNTY-  NE/ANTELOPE
 NN0143  USGS QUAD   -  ROYAL (1986)
 NN0143
 NN0143                         *CURRENT SURVEY CONTROL
 NN0143  ___________________________________________________________________
 NN0143* NAD 83(1986)-  42 20 14.     (N)    098 04 04.     (W)     SCALED    
 NN0143* NAVD 88     -       555.109  (meters)    1821.22   (feet)  ADJUSTED  
 NN0143  ___________________________________________________________________
 NN0143  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 NN0143  DYNAMIC HT  -         554.889 (meters)    1820.50  (feet)  COMP
 NN0143  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 NN0143
 NN0143  VERT ORDER  -  FIRST     CLASS II
 NN0143
 NN0143.The horizontal coordinates were scaled from a topographic map and have
 NN0143.an estimated accuracy of +/- 6 seconds.
 NN0143
 NN0143.The orthometric height was determined by differential leveling
 NN0143.and adjusted by the National Geodetic Survey in June 1991..
 NN0143
 NN0143.The geoid height was determined by GEOID03.
 NN0143
 NN0143.The dynamic height is computed by dividing the NAVD 88
 NN0143.geopotential number by the normal gravity value computed on the
 NN0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0143.degrees latitude (g = 980.6199 gals.).
 NN0143
 NN0143.The modeled gravity was interpolated from observed gravity values.
 NN0143
 NN0143;                    North         East    Units  Estimated Accuracy
 NN0143;SPC NE       -   279,780.      659,190.      MT  (+/- 180 meters Scaled)
 NN0143
 NN0143                          SUPERSEDED SURVEY CONTROL
 NN0143
 NN0143  NGVD 29 (??/??/92)  554.908  (m)         1820.56   (f) ADJ UNCH    1 2
 NN0143
 NN0143.Superseded values are not recommended for survey control.
 NN0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0143.See file dsdata.txt to determine how the superseded data were derived.
 NN0143
 NN0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM767876(NAD 83)
 NN0143_MARKER: DB = BENCH MARK DISK
 NN0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0143_STAMPING: G 222 1946
 NN0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0143+STABILITY: SURFACE MOTION
 NN0143
 NN0143  HISTORY     - Date     Condition        Report By
 NN0143  HISTORY     - 1946     MONUMENTED       CGS
 NN0143
 NN0143                          STATION DESCRIPTION
 NN0143
 NN0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0143'2.9 MI E FROM ROYAL.
 NN0143'2.9 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CITY WATER TOWER
 NN0143'AT ROYAL, ANTELOPE COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 NN0143'GRAVEL ROAD, 51 FEET NORTH OF THE CENTERLINE OF THE CHICAGO,
 NN0143'BURLINGTON AND QUINCY RAILROAD TRACK, 44 FEET SOUTH OF THE
 NN0143'CENTERLINE OF THE HIGHWAY, 42 FEET EAST OF THE CENTERLINE OF THE
 NN0143'GRAVEL ROAD, IN LINE WITH A ROW OF POLES, 1 FOOT SOUTH OF A
 NN0143'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 NN0143'DISK, STAMPED G 222 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0143'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0427 ***********************************************************************
 NN0427  DESIGNATION -  G 223
 NN0427  PID         -  NN0427
 NN0427  STATE/COUNTY-  NE/KEYA PAHA
 NN0427  USGS QUAD   -  JAMISON (1964)
 NN0427
 NN0427                         *CURRENT SURVEY CONTROL
 NN0427  ___________________________________________________________________
 NN0427* NAD 83(1986)-  42 55 36.     (N)    099 20 27.     (W)     SCALED    
 NN0427* NAVD 88     -       559.038  (meters)    1834.11   (feet)  ADJUSTED  
 NN0427  ___________________________________________________________________
 NN0427  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 NN0427  DYNAMIC HT  -         558.825 (meters)    1833.41  (feet)  COMP
 NN0427  MODELED GRAV-     980,223.4   (mgal)                       NAVD 88
 NN0427
 NN0427  VERT ORDER  -  FIRST     CLASS II
 NN0427
 NN0427.The horizontal coordinates were scaled from a topographic map and have
 NN0427.an estimated accuracy of +/- 6 seconds.
 NN0427
 NN0427.The orthometric height was determined by differential leveling
 NN0427.and adjusted by the National Geodetic Survey in June 1991..
 NN0427
 NN0427.The geoid height was determined by GEOID03.
 NN0427
 NN0427.The dynamic height is computed by dividing the NAVD 88
 NN0427.geopotential number by the normal gravity value computed on the
 NN0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0427.degrees latitude (g = 980.6199 gals.).
 NN0427
 NN0427.The modeled gravity was interpolated from observed gravity values.
 NN0427
 NN0427;                    North         East    Units  Estimated Accuracy
 NN0427;SPC NE       -   343,680.      553,810.      MT  (+/- 180 meters Scaled)
 NN0427
 NN0427                          SUPERSEDED SURVEY CONTROL
 NN0427
 NN0427  NGVD 29 (??/??/92)  558.748  (m)         1833.16   (f) ADJ UNCH    1 2
 NN0427
 NN0427.Superseded values are not recommended for survey control.
 NN0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0427.See file dsdata.txt to determine how the superseded data were derived.
 NN0427
 NN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN721527(NAD 83)
 NN0427_MARKER: DB = BENCH MARK DISK
 NN0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0427_STAMPING: G 223 1946
 NN0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0427+STABILITY: SURFACE MOTION
 NN0427
 NN0427  HISTORY     - Date     Condition        Report By
 NN0427  HISTORY     - 1946     MONUMENTED       CGS
 NN0427  HISTORY     - 1962     MARK NOT FOUND   USGS
 NN0427
 NN0427                          STATION DESCRIPTION
 NN0427
 NN0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0427'0.5 MI SW FROM BROCKSBURG.
 NN0427'ALONG A GRADED COUNTY ROAD, 0.5 MILE SOUTHWEST OF BROCKSBURG
 NN0427'SCHOOL, 0.3 MILE WEST OF A STEEL BRIDGE, NEAR A FENCE CORNER,
 NN0427'28 FEET SOUTH OF THE CENTER OF THE ROAD, 10 FEET WEST OF A
 NN0427'CORNER FENCE POST, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF
 NN0427'WITNESS POST.  A BRONZE DISK STAMPED G 223 1946 SET IN THE TOP
 NN0427'OF CONCRETE POST.
 NN0427
 NN0427                          STATION RECOVERY (1962)
 NN0427
 NN0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0549 ***********************************************************************
 NN0549  DESIGNATION -  G 224
 NN0549  PID         -  NN0549
 NN0549  STATE/COUNTY-  NE/KEYA PAHA
 NN0549  USGS QUAD   -  BURTON (1964)
 NN0549
 NN0549                         *CURRENT SURVEY CONTROL
 NN0549  ___________________________________________________________________
 NN0549* NAD 83(1986)-  42 56 25.     (N)    099 34 18.     (W)     SCALED    
 NN0549* NAVD 88     -       642.753  (meters)    2108.77   (feet)  ADJUSTED  
 NN0549  ___________________________________________________________________
 NN0549  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 NN0549  DYNAMIC HT  -         642.505 (meters)    2107.95  (feet)  COMP
 NN0549  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 NN0549
 NN0549  VERT ORDER  -  FIRST     CLASS II
 NN0549
 NN0549.The horizontal coordinates were scaled from a topographic map and have
 NN0549.an estimated accuracy of +/- 6 seconds.
 NN0549
 NN0549.The orthometric height was determined by differential leveling
 NN0549.and adjusted by the National Geodetic Survey in June 1991..
 NN0549
 NN0549.The geoid height was determined by GEOID03.
 NN0549
 NN0549.The dynamic height is computed by dividing the NAVD 88
 NN0549.geopotential number by the normal gravity value computed on the
 NN0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0549.degrees latitude (g = 980.6199 gals.).
 NN0549
 NN0549.The modeled gravity was interpolated from observed gravity values.
 NN0549
 NN0549;                    North         East    Units  Estimated Accuracy
 NN0549;SPC NE       -   345,070.      534,960.      MT  (+/- 180 meters Scaled)
 NN0549
 NN0549                          SUPERSEDED SURVEY CONTROL
 NN0549
 NN0549  NGVD 29 (??/??/92)  642.465  (m)         2107.82   (f) ADJ UNCH    1 2
 NN0549
 NN0549.Superseded values are not recommended for survey control.
 NN0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0549.See file dsdata.txt to determine how the superseded data were derived.
 NN0549
 NN0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN533543(NAD 83)
 NN0549_MARKER: DB = BENCH MARK DISK
 NN0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0549_STAMPING: G 224 1946
 NN0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0549+STABILITY: SURFACE MOTION
 NN0549
 NN0549  HISTORY     - Date     Condition        Report By
 NN0549  HISTORY     - 1946     MONUMENTED       CGS
 NN0549
 NN0549                          STATION DESCRIPTION
 NN0549
 NN0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0549'3 MI NE FROM BURTON.
 NN0549'ALONG A GRADED COUNTY ROAD, 1.0 MILE EAST THENCE 2.0 MILES NORTH
 NN0549'OF BURTON POST OFFICE, AT A TURN IN THE ROAD, 43 FEET WEST OF
 NN0549'THE CENTER OF THE MAIN ROAD EXTENDED NORTH, 34 FEET SOUTH OF THE
 NN0549'CENTER OF A DIM ROAD LEADING WEST, 10 FEET WEST OF A CORNER
 NN0549'FENCE POST, 2 FEET EAST OF WITNESS POST, 2 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1184 ***********************************************************************
 NM1184  DESIGNATION -  G 225
 NM1184  PID         -  NM1184
 NM1184  STATE/COUNTY-  NE/WAYNE
 NM1184  USGS QUAD   -  WINSIDE (1963)
 NM1184
 NM1184                         *CURRENT SURVEY CONTROL
 NM1184  ___________________________________________________________________
 NM1184* NAD 83(1986)-  42 10 41.     (N)    097 10 38.     (W)     SCALED    
 NM1184* NAVD 88     -       493.288  (meters)    1618.40   (feet)  ADJUSTED  
 NM1184  ___________________________________________________________________
 NM1184  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 NM1184  DYNAMIC HT  -         493.107 (meters)    1617.80  (feet)  COMP
 NM1184  MODELED GRAV-     980,239.5   (mgal)                       NAVD 88
 NM1184
 NM1184  VERT ORDER  -  FIRST     CLASS II
 NM1184
 NM1184.The horizontal coordinates were scaled from a topographic map and have
 NM1184.an estimated accuracy of +/- 6 seconds.
 NM1184
 NM1184.The orthometric height was determined by differential leveling
 NM1184.and adjusted by the National Geodetic Survey in June 1991..
 NM1184
 NM1184.The geoid height was determined by GEOID03.
 NM1184
 NM1184.The dynamic height is computed by dividing the NAVD 88
 NM1184.geopotential number by the normal gravity value computed on the
 NM1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1184.degrees latitude (g = 980.6199 gals.).
 NM1184
 NM1184.The modeled gravity was interpolated from observed gravity values.
 NM1184
 NM1184;                    North         East    Units  Estimated Accuracy
 NM1184;SPC NE       -   264,140.      733,110.      MT  (+/- 180 meters Scaled)
 NM1184
 NM1184                          SUPERSEDED SURVEY CONTROL
 NM1184
 NM1184  NGVD 29 (??/??/92)  493.097  (m)         1617.77   (f) ADJ UNCH    1 2
 NM1184
 NM1184.Superseded values are not recommended for survey control.
 NM1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1184.See file dsdata.txt to determine how the superseded data were derived.
 NM1184
 NM1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM505711(NAD 83)
 NM1184_MARKER: DB = BENCH MARK DISK
 NM1184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1184_SP_SET: BUILDING
 NM1184_STAMPING: G 225 1947
 NM1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1184
 NM1184  HISTORY     - Date     Condition        Report By
 NM1184  HISTORY     - 1947     MONUMENTED       CGS
 NM1184
 NM1184                          STATION DESCRIPTION
 NM1184
 NM1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1184'AT WINSIDE.
 NM1184'AT WINSIDE, AT THE SOUTH (MAIN) ENTRANCE TO THE WINSIDE HIGH SCHOOL,
 NM1184'IN THE CENTER OF THE EAST BRICK AND STONE COLUMN OF AN ARCHED DOOR
 NM1184'WAY, 2.8 FEET ABOVE THE TOP OF THE STONE WATER TABLE, 2.3 FEET
 NM1184'EAST OF THE EAST EDGE OF THE ENTRANCE DOOR WAY, SET VERTICALLY IN
 NM1184'THE CENTER OF THE FIRST SECTION OF LIME STONE ABOVE THE WATER
 NM1184'TABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1185 ***********************************************************************
 NM1185  DESIGNATION -  G 225 RESET
 NM1185  PID         -  NM1185
 NM1185  STATE/COUNTY-  NE/WAYNE
 NM1185  USGS QUAD   -  WINSIDE (1963)
 NM1185
 NM1185                         *CURRENT SURVEY CONTROL
 NM1185  ___________________________________________________________________
 NM1185* NAD 83(1986)-  42 10 39.     (N)    097 10 26.     (W)     SCALED    
 NM1185* NAVD 88     -       486.51   (meters)    1596.2    (feet)  RESET     
 NM1185  ___________________________________________________________________
 NM1185  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 NM1185
 NM1185  VERT ORDER  -  THIRD
 NM1185
 NM1185.The horizontal coordinates were scaled from a topographic map and have
 NM1185.an estimated accuracy of +/- 6 seconds.
 NM1185
 NM1185.The orthometric height was computed from unverified reset data.
 NM1185
 NM1185.The geoid height was determined by GEOID03.
 NM1185
 NM1185;                    North         East    Units  Estimated Accuracy
 NM1185;SPC NE       -   264,080.      733,390.      MT  (+/- 180 meters Scaled)
 NM1185
 NM1185                          SUPERSEDED SURVEY CONTROL
 NM1185
 NM1185.No superseded survey control is available for this station.
 NM1185
 NM1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM508710(NAD 83)
 NM1185_MARKER: DB = BENCH MARK DISK
 NM1185_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM1185+WITH SETTING: INTO GROUND
 NM1185_STAMPING: G 225 RESET 1973
 NM1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1185+STABILITY: SURFACE MOTION
 NM1185
 NM1185  HISTORY     - Date     Condition        Report By
 NM1185  HISTORY     - 1973     MONUMENTED       NGS
 NM1185
 NM1185                          STATION DESCRIPTION
 NM1185
 NM1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM1185'AT WINSIDE.
 NM1185'THE BENCH MARK IS A STANDARD DISK STAMPED G 225 RESET 1973, CRIMPED
 NM1185'TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10 INCH STEEL
 NM1185'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND IS FLUSH
 NM1185'WITH THE GROUND SURFACE.  IT IS 62.3 FEET NORTH-NORTHEAST OF A
 NM1185'WATER HYDRANT, 29 FEET WEST OF A NORTH-SOUTH STREET, 29 FEET NORTH
 NM1185'OF A NORTH-SOUTH STREET, 6.2 FEET EAST OF THE EAST EDGE OF THE
 NM1185'NORTH-SOUTH SIDEWALK AND 4.7 FEET SOUTH OF THE SOUTH EDGE OF AN
 NM1185'EAST-WEST SIDEWALK.  TO REACH THE BENCH MARK FROM THE SOUTH ENTRANCE
 NM1185'TO THE WINSIDE HIGH SCHOOL IN WINSIDE, GO EAST ON THE MAIN PAVED
 NM1185'ROAD FOR 0.15 MILE TO CROSS-STREETS AND THE MARK ON THE LEFT IN
 NM1185'THE NORTHWEST ANGLE OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0503 ***********************************************************************
 NN0503  DESIGNATION -  G 226
 NN0503  PID         -  NN0503
 NN0503  STATE/COUNTY-  NE/BROWN
 NN0503  USGS QUAD   -  AINSWORTH (1954)
 NN0503
 NN0503                         *CURRENT SURVEY CONTROL
 NN0503  ___________________________________________________________________
 NN0503* NAD 83(1986)-  42 32 59.     (N)    099 45 18.     (W)     SCALED    
 NN0503* NAVD 88     -       738.612  (meters)    2423.26   (feet)  ADJUSTED  
 NN0503  ___________________________________________________________________
 NN0503  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 NN0503  DYNAMIC HT  -         738.303 (meters)    2422.25  (feet)  COMP
 NN0503  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 NN0503
 NN0503  VERT ORDER  -  FIRST     CLASS II
 NN0503
 NN0503.The horizontal coordinates were scaled from a topographic map and have
 NN0503.an estimated accuracy of +/- 6 seconds.
 NN0503
 NN0503.The orthometric height was determined by differential leveling
 NN0503.and adjusted by the National Geodetic Survey in June 1991..
 NN0503
 NN0503.The geoid height was determined by GEOID03.
 NN0503
 NN0503.The dynamic height is computed by dividing the NAVD 88
 NN0503.geopotential number by the normal gravity value computed on the
 NN0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0503.degrees latitude (g = 980.6199 gals.).
 NN0503
 NN0503.The modeled gravity was interpolated from observed gravity values.
 NN0503
 NN0503;                    North         East    Units  Estimated Accuracy
 NN0503;SPC NE       -   301,630.      520,120.      MT  (+/- 180 meters Scaled)
 NN0503
 NN0503                          SUPERSEDED SURVEY CONTROL
 NN0503
 NN0503  NGVD 29 (??/??/92)  738.331  (m)         2422.34   (f) ADJ UNCH    1 2
 NN0503
 NN0503.Superseded values are not recommended for survey control.
 NN0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0503.See file dsdata.txt to determine how the superseded data were derived.
 NN0503
 NN0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN380110(NAD 83)
 NN0503_MARKER: DB = BENCH MARK DISK
 NN0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0503_STAMPING: G 226 1946
 NN0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0503+STABILITY: SURFACE MOTION
 NN0503
 NN0503  HISTORY     - Date     Condition        Report By
 NN0503  HISTORY     - 1946     MONUMENTED       CGS
 NN0503
 NN0503                          STATION DESCRIPTION
 NN0503
 NN0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0503'1 MI N FROM LONG PINE.
 NN0503'1.0 MILE NORTH ALONG A PAVED STREET AND STATE HIGHWAY 55 FROM THE
 NN0503'CHICAGO AND NORTH WESTERN RAILWAY STATION AT LONG PINE, BROWN
 NN0503'COUNTY, THENCE 2.8 MILES WEST ALONG U.S. HIGHWAY 20, AT THE
 NN0503'INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 95 FEET SOUTH OF
 NN0503'THE CENTERLINE OF THE HIGHWAY, 80 FEET SOUTHWEST OF THE SOUTH
 NN0503'HEADWALL OF AN 18-INCH CONCRETE PIPE CULVERT, 33 FEET EAST OF THE
 NN0503'CENTERLINE OF THE DIRT ROAD, 4 FEET SOUTH OF THE RIGHT-OF-WAY
 NN0503'FENCE CORNER, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND
 NN0503'2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 226
 NN0503'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 NN0503'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0016 ***********************************************************************
 NO0016  DESIGNATION -  G 227
 NO0016  PID         -  NO0016
 NO0016  STATE/COUNTY-  NE/BROWN
 NO0016  USGS QUAD   -  BRUSH CREEK (1985)
 NO0016
 NO0016                         *CURRENT SURVEY CONTROL
 NO0016  ___________________________________________________________________
 NO0016* NAD 83(1986)-  42 36 19.     (N)    100 09 55.     (W)     SCALED    
 NO0016* NAVD 88     -       802.130  (meters)    2631.65   (feet)  ADJUSTED  
 NO0016  ___________________________________________________________________
 NO0016  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 NO0016  DYNAMIC HT  -         801.794 (meters)    2630.55  (feet)  COMP
 NO0016  MODELED GRAV-     980,174.3   (mgal)                       NAVD 88
 NO0016
 NO0016  VERT ORDER  -  FIRST     CLASS II
 NO0016
 NO0016.The horizontal coordinates were scaled from a topographic map and have
 NO0016.an estimated accuracy of +/- 6 seconds.
 NO0016
 NO0016.The orthometric height was determined by differential leveling
 NO0016.and adjusted by the National Geodetic Survey in June 1991..
 NO0016
 NO0016.The geoid height was determined by GEOID03.
 NO0016
 NO0016.The dynamic height is computed by dividing the NAVD 88
 NO0016.geopotential number by the normal gravity value computed on the
 NO0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0016.degrees latitude (g = 980.6199 gals.).
 NO0016
 NO0016.The modeled gravity was interpolated from observed gravity values.
 NO0016
 NO0016;                    North         East    Units  Estimated Accuracy
 NO0016;SPC NE       -   307,790.      486,440.      MT  (+/- 180 meters Scaled)
 NO0016
 NO0016                          SUPERSEDED SURVEY CONTROL
 NO0016
 NO0016  NGVD 29 (??/??/92)  801.839  (m)         2630.70   (f) ADJ UNCH    1 2
 NO0016
 NO0016.Superseded values are not recommended for survey control.
 NO0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0016.See file dsdata.txt to determine how the superseded data were derived.
 NO0016
 NO0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN044176(NAD 83)
 NO0016_MARKER: DB = BENCH MARK DISK
 NO0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0016_STAMPING: G 227 1946
 NO0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0016+STABILITY: SURFACE MOTION
 NO0016
 NO0016  HISTORY     - Date     Condition        Report By
 NO0016  HISTORY     - 1946     MONUMENTED       CGS
 NO0016  HISTORY     - 1975     MARK NOT FOUND   NGS
 NO0016
 NO0016                          STATION DESCRIPTION
 NO0016
 NO0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0016'0.3 MI S FROM WOOD LAKE.
 NO0016'IN BROWN COUNTY, 0.3 MILE SOUTH ALONG A GRAVEL STREET FROM THE
 NO0016'POST OFFICE AT WOOD LAKE, CHERRY COUNTY, THENCE 4.4 MILES
 NO0016'SOUTHEAST ALONG U.S. HIGHWAY 20, 76 FEET NORTHEAST OF THE
 NO0016'CENTERLINE OF THE HIGHWAY, 58 FEET SOUTHWEST OF THE CENTERLINE
 NO0016'OF THE CHICAGO AND NORTH WESTERN RAILWAY TRACK, 16 FEET SOUTHWEST
 NO0016'OF A ROW OF POLES, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS
 NO0016'POST, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 NO0016'STAMPED G 227 1946 AND SET IN THE TOP OF A CONCRETE POST
 NO0016'PROJECTING 4 INCHES ABOVE GROUND.
 NO0016
 NO0016                          STATION RECOVERY (1975)
 NO0016
 NO0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0024 ***********************************************************************
 NO0024  DESIGNATION -  G 228
 NO0024  PID         -  NO0024
 NO0024  STATE/COUNTY-  NE/CHERRY
 NO0024  USGS QUAD   -  ARABIA (1985)
 NO0024
 NO0024                         *CURRENT SURVEY CONTROL
 NO0024  ___________________________________________________________________
 NO0024* NAD 83(1986)-  42 39 13.     (N)    100 16 29.     (W)     SCALED    
 NO0024* NAVD 88     -       821.967  (meters)    2696.74   (feet)  ADJUSTED  
 NO0024  ___________________________________________________________________
 NO0024  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 NO0024  DYNAMIC HT  -         821.626 (meters)    2695.62  (feet)  COMP
 NO0024  MODELED GRAV-     980,178.0   (mgal)                       NAVD 88
 NO0024
 NO0024  VERT ORDER  -  FIRST     CLASS II
 NO0024
 NO0024.The horizontal coordinates were scaled from a topographic map and have
 NO0024.an estimated accuracy of +/- 6 seconds.
 NO0024
 NO0024.The orthometric height was determined by differential leveling
 NO0024.and adjusted by the National Geodetic Survey in June 1991..
 NO0024
 NO0024.The geoid height was determined by GEOID03.
 NO0024
 NO0024.The dynamic height is computed by dividing the NAVD 88
 NO0024.geopotential number by the normal gravity value computed on the
 NO0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0024.degrees latitude (g = 980.6199 gals.).
 NO0024
 NO0024.The modeled gravity was interpolated from observed gravity values.
 NO0024
 NO0024;                    North         East    Units  Estimated Accuracy
 NO0024;SPC NE       -   313,180.      477,480.      MT  (+/- 180 meters Scaled)
 NO0024
 NO0024                          SUPERSEDED SURVEY CONTROL
 NO0024
 NO0024  NGVD 29 (??/??/92)  821.678  (m)         2695.79   (f) ADJ UNCH    1 2
 NO0024
 NO0024.Superseded values are not recommended for survey control.
 NO0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0024.See file dsdata.txt to determine how the superseded data were derived.
 NO0024
 NO0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN955231(NAD 83)
 NO0024_MARKER: DB = BENCH MARK DISK
 NO0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0024_STAMPING: G 228 1946
 NO0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0024+STABILITY: SURFACE MOTION
 NO0024
 NO0024  HISTORY     - Date     Condition        Report By
 NO0024  HISTORY     - 1946     MONUMENTED       CGS
 NO0024  HISTORY     - 1975     GOOD             NGS
 NO0024
 NO0024                          STATION DESCRIPTION
 NO0024
 NO0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0024'0.5 MI W FROM WOOD LAKE.
 NO0024'0.5 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT WOOD
 NO0024'LAKE, CHERRY COUNTY, THENCE 1.8 MILES NORTHWEST ALONG U.S. HIGHWAY
 NO0024'20, 91 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 43
 NO0024'FEET SOUTHWEST OF THE CENTERLINE OF THE CHICAGO AND NORTH
 NO0024'WESTERN RAILWAY TRACK, 2 FEET NORTHWEST OF C. AND N.W. RY.
 NO0024'MILEPOST 246, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 NO0024'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED G 228
 NO0024'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 NO0024'ABOVE GROUND.
 NO0024
 NO0024                          STATION RECOVERY (1975)
 NO0024
 NO0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0057 ***********************************************************************
 NO0057  DESIGNATION -  G 229
 NO0057  PID         -  NO0057
 NO0057  STATE/COUNTY-  NE/KEYA PAHA
 NO0057  USGS QUAD   -  NORDEN (1983)
 NO0057
 NO0057                         *CURRENT SURVEY CONTROL
 NO0057  ___________________________________________________________________
 NO0057* NAD 83(1986)-  42 52 03.     (N)    100 04 27.     (W)     SCALED    
 NO0057* NAVD 88     -       781.313  (meters)    2563.36   (feet)  ADJUSTED  
 NO0057  ___________________________________________________________________
 NO0057  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 NO0057  DYNAMIC HT  -         781.002 (meters)    2562.34  (feet)  COMP
 NO0057  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 NO0057
 NO0057  VERT ORDER  -  SECOND    CLASS 0
 NO0057
 NO0057.The horizontal coordinates were scaled from a topographic map and have
 NO0057.an estimated accuracy of +/- 6 seconds.
 NO0057
 NO0057.The orthometric height was determined by differential leveling
 NO0057.and adjusted by the National Geodetic Survey in June 1991..
 NO0057
 NO0057.The geoid height was determined by GEOID03.
 NO0057
 NO0057.The dynamic height is computed by dividing the NAVD 88
 NO0057.geopotential number by the normal gravity value computed on the
 NO0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0057.degrees latitude (g = 980.6199 gals.).
 NO0057
 NO0057.The modeled gravity was interpolated from observed gravity values.
 NO0057
 NO0057;                    North         East    Units  Estimated Accuracy
 NO0057;SPC NE       -   336,910.      493,940.      MT  (+/- 180 meters Scaled)
 NO0057
 NO0057                          SUPERSEDED SURVEY CONTROL
 NO0057
 NO0057  NGVD 29 (??/??/92)  781.000  (m)         2562.33   (f) ADJ UNCH    2 0
 NO0057
 NO0057.Superseded values are not recommended for survey control.
 NO0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0057.See file dsdata.txt to determine how the superseded data were derived.
 NO0057
 NO0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN122466(NAD 83)
 NO0057_MARKER: DB = BENCH MARK DISK
 NO0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0057_STAMPING: G 229 1946
 NO0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0057+STABILITY: SURFACE MOTION
 NO0057
 NO0057  HISTORY     - Date     Condition        Report By
 NO0057  HISTORY     - 1946     MONUMENTED       CGS
 NO0057
 NO0057                          STATION DESCRIPTION
 NO0057
 NO0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0057'AT NORDEN.
 NO0057'AT NORDEN, AND IN THE NORTHEAST CORNER OF THE METHODIST CHURCH
 NO0057'YARD, 37 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF A
 NO0057'NORTH-SOUTH STREET, 32 FEET NORTHEAST OF THE NORTHEAST CORNER
 NO0057'OF THE CHURCH BUILDING, 6 FEET WEST OF THE NORTHEAST CORNER
 NO0057'OF THE CHURCH YARD, 1 FOOT SOUTH OF THE NORTH FENCE OF THE CHURCH
 NO0057'YARD, 1 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC
 NO0057'STAMPED G 229 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH
 NO0057'PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED G 229 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0125 ***********************************************************************
 MM0125  DESIGNATION -  G 23
 MM0125  PID         -  MM0125
 MM0125  STATE/COUNTY-  NE/LINCOLN
 MM0125  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0125
 MM0125                         *CURRENT SURVEY CONTROL
 MM0125  ___________________________________________________________________
 MM0125* NAD 83(1986)-  41 13 43.     (N)    100 47 43.     (W)     SCALED    
 MM0125* NAVD 88     -       879.226  (meters)    2884.59   (feet)  ADJUSTED  
 MM0125  ___________________________________________________________________
 MM0125  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 MM0125  DYNAMIC HT  -         878.712 (meters)    2882.91  (feet)  COMP
 MM0125  MODELED GRAV-     980,009.1   (mgal)                       NAVD 88
 MM0125
 MM0125  VERT ORDER  -  FIRST     CLASS II
 MM0125
 MM0125.The horizontal coordinates were scaled from a topographic map and have
 MM0125.an estimated accuracy of +/- 6 seconds.
 MM0125
 MM0125.The orthometric height was determined by differential leveling
 MM0125.and adjusted by the National Geodetic Survey in June 1994..
 MM0125
 MM0125.The geoid height was determined by GEOID03.
 MM0125
 MM0125.The dynamic height is computed by dividing the NAVD 88
 MM0125.geopotential number by the normal gravity value computed on the
 MM0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0125.degrees latitude (g = 980.6199 gals.).
 MM0125
 MM0125.The modeled gravity was interpolated from observed gravity values.
 MM0125
 MM0125;                    North         East    Units  Estimated Accuracy
 MM0125;SPC NE       -   155,220.      433,340.      MT  (+/- 180 meters Scaled)
 MM0125
 MM0125                          SUPERSEDED SURVEY CONTROL
 MM0125
 MM0125  NAVD 88 (06/15/91)  879.217  (m)         2884.56   (f) UNKNOWN     1 2
 MM0125  NGVD 29 (??/??/92)  878.873  (m)         2883.44   (f) ADJ UNCH    1 2
 MM0125
 MM0125.Superseded values are not recommended for survey control.
 MM0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0125.See file dsdata.txt to determine how the superseded data were derived.
 MM0125
 MM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL495656(NAD 83)
 MM0125_MARKER: DB = BENCH MARK DISK
 MM0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0125_STAMPING: 2883.436 G 23 1933
 MM0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0125+STABILITY: SURFACE MOTION
 MM0125
 MM0125  HISTORY     - Date     Condition        Report By
 MM0125  HISTORY     - 1933     MONUMENTED       CGS
 MM0125  HISTORY     - 1970     MARK NOT FOUND   USGS
 MM0125  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0125  HISTORY     - 19910819 MARK NOT FOUND   NGS
 MM0125
 MM0125                          STATION DESCRIPTION
 MM0125
 MM0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0125'7.1 MI N FROM NORTH PLATTE.
 MM0125'7.1 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM THE
 MM0125'INTERSECTION OF U.S. HIGHWAY 30 AT NORTH PLATTE, LINCOLN COUNTY,
 MM0125'2.1 MILES NORTH OF HANSON SCHOOL, 1.0 MILE SOUTH OF LIVING LAKE
 MM0125'FARM OWNED IN 1933 BY C.R. CHAPEL, 80 FEET SOUTH OF A CONCRETE
 MM0125'CULVERT, AT THE SECOND CROSSING OF A SMALL CREEK, 33 FEET WEST
 MM0125'OF THE CENTERLINE OF THE OLD HIGHWAY, AND 3 FEET WEST OF A
 MM0125'FENCE LINE.  A STANDARD DISK, STAMPED 2883.436 G 23 1933 AND SET
 MM0125'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 MM0125'NOTE-- ROAD CONSTR. IN AREA.
 MM0125
 MM0125                          STATION RECOVERY (1970)
 MM0125
 MM0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0125'MARK NOT FOUND.
 MM0125
 MM0125                          STATION RECOVERY (1986)
 MM0125
 MM0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0125'NOT RECOVERED.
 MM0125
 MM0125                          STATION RECOVERY (1991)
 MM0125
 MM0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0125'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0631 ***********************************************************************
 NM0631  DESIGNATION -  G 230
 NM0631  PID         -  NM0631
 NM0631  STATE/COUNTY-  NE/DIXON
 NM0631  USGS QUAD   -  WAKEFIELD (1967)
 NM0631
 NM0631                         *CURRENT SURVEY CONTROL
 NM0631  ___________________________________________________________________
 NM0631* NAD 83(1986)-  42 16 18.     (N)    096 45 54.     (W)     SCALED    
 NM0631* NAVD 88     -       456.562  (meters)    1497.90   (feet)  ADJUSTED  
 NM0631  ___________________________________________________________________
 NM0631  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 NM0631  DYNAMIC HT  -         456.409 (meters)    1497.40  (feet)  COMP
 NM0631  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 NM0631
 NM0631  VERT ORDER  -  FIRST     CLASS II
 NM0631
 NM0631.The horizontal coordinates were scaled from a topographic map and have
 NM0631.an estimated accuracy of +/- 6 seconds.
 NM0631
 NM0631.The orthometric height was determined by differential leveling
 NM0631.and adjusted by the National Geodetic Survey in June 1991..
 NM0631
 NM0631.The geoid height was determined by GEOID03.
 NM0631
 NM0631.The dynamic height is computed by dividing the NAVD 88
 NM0631.geopotential number by the normal gravity value computed on the
 NM0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0631.degrees latitude (g = 980.6199 gals.).
 NM0631
 NM0631.The modeled gravity was interpolated from observed gravity values.
 NM0631
 NM0631;                    North         East    Units  Estimated Accuracy
 NM0631;SPC NE       -   275,720.      766,750.      MT  (+/- 180 meters Scaled)
 NM0631
 NM0631                          SUPERSEDED SURVEY CONTROL
 NM0631
 NM0631  NGVD 29 (??/??/92)  456.388  (m)         1497.33   (f) ADJ UNCH    1 2
 NM0631
 NM0631.Superseded values are not recommended for survey control.
 NM0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0631.See file dsdata.txt to determine how the superseded data were derived.
 NM0631
 NM0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM843823(NAD 83)
 NM0631_MARKER: DB = BENCH MARK DISK
 NM0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0631_STAMPING: G 230 1947
 NM0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0631+STABILITY: SURFACE MOTION
 NM0631
 NM0631  HISTORY     - Date     Condition        Report By
 NM0631  HISTORY     - 1947     MONUMENTED       CGS
 NM0631  HISTORY     - 1967     MARK NOT FOUND   NGS
 NM0631
 NM0631                          STATION DESCRIPTION
 NM0631
 NM0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0631'2.3 MI W FROM EMERSON.
 NM0631'2.3 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0631'RAILWAY FROM THE STATION AT EMERSON, AT A COUNTY DIRT ROAD
 NM0631'CROSSING, 60.5 FEET SOUTHWEST OF A TELEPHONE POLE, 43.7 FEET
 NM0631'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK (MEASURED FROM A
 NM0631'POINT AT THE CENTER OF THE DIRT ROAD), 9.6 FEET NORTHEAST OF A
 NM0631'FENCE CORNER POST, 4.0 FEET NORTHWEST OF THE SOUTHEAST RIGHT OF
 NM0631'WAY FENCE, 2.0 FEET NORTHEAST OF A REFERENCE POST, SET IN A
 NM0631'CONCRETE POST ABOUT 3 FEET ABOVE THE TRACK AND PROJECTING 0.1
 NM0631'FOOT.
 NM0631
 NM0631                          STATION RECOVERY (1967)
 NM0631
 NM0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NM0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1059 ***********************************************************************
 MK1059  DESIGNATION -  G 231 RESET
 MK1059  PID         -  MK1059
 MK1059  STATE/COUNTY-  NE/BURT
 MK1059  USGS QUAD   -  UEHLING (1966)
 MK1059
 MK1059                         *CURRENT SURVEY CONTROL
 MK1059  ___________________________________________________________________
 MK1059* NAD 83(1986)-  41 44 52.     (N)    096 30 04.     (W)     SCALED    
 MK1059* NAVD 88     -       377.52   (meters)    1238.6    (feet)  RESET     
 MK1059  ___________________________________________________________________
 MK1059  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 MK1059
 MK1059  VERT ORDER  -  THIRD
 MK1059
 MK1059.The horizontal coordinates were scaled from a topographic map and have
 MK1059.an estimated accuracy of +/- 6 seconds.
 MK1059
 MK1059.The orthometric height was computed from unverified reset data.
 MK1059
 MK1059.The geoid height was determined by GEOID03.
 MK1059
 MK1059;                    North         East    Units  Estimated Accuracy
 MK1059;SPC NE       -   218,440.      790,850.      MT  (+/- 180 meters Scaled)
 MK1059
 MK1059                          SUPERSEDED SURVEY CONTROL
 MK1059
 MK1059.No superseded survey control is available for this station.
 MK1059
 MK1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM077247(NAD 83)
 MK1059_MARKER: DB = BENCH MARK DISK
 MK1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1059_SP_SET: CULVERT
 MK1059_STAMPING: G 231 RESET 1972
 MK1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1059
 MK1059  HISTORY     - Date     Condition        Report By
 MK1059  HISTORY     - 1972     MONUMENTED       NGS
 MK1059
 MK1059                          STATION DESCRIPTION
 MK1059
 MK1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MK1059'0.9 MI N FROM UEHLING.
 MK1059'TO REACH THE MARK FROM THE UEHLING PUBLIC SCHOOL IN UEHLING,
 MK1059'GO NORTH ON U.S. HIGHWAY 77 FOR 0.9 MILE TO THE MARK ON THE
 MK1059'LEFT, CEMENTED IN A DRILL HOLE IN THE TOP CENTER OF THE
 MK1059'EAST HEADWALL OF A LARGE CYLINEDR CAL CONCRETE CULVERT UNDER
 MK1059'THE RAILROAD TRACK.  IT IS A STANDARD DISK STAMPED G 231
 MK1059'RESET 1972 AND IS 13.5 FEET EAST OF THE EAST RAIL OF THE
 MK1059'RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0884 ***********************************************************************
 MJ0884  DESIGNATION -  G 232
 MJ0884  PID         -  MJ0884
 MJ0884  STATE/COUNTY-  NE/SARPY
 MJ0884  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0884
 MJ0884                         *CURRENT SURVEY CONTROL
 MJ0884  ___________________________________________________________________
 MJ0884* NAD 83(1986)-  41 09 31.     (N)    095 54 27.     (W)     SCALED    
 MJ0884* NAVD 88     -       353.304  (meters)    1159.13   (feet)  ADJUSTED  
 MJ0884  ___________________________________________________________________
 MJ0884  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 MJ0884  DYNAMIC HT  -         353.160 (meters)    1158.66  (feet)  COMP
 MJ0884  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 MJ0884
 MJ0884  VERT ORDER  -  SECOND    CLASS 0
 MJ0884
 MJ0884.The horizontal coordinates were scaled from a topographic map and have
 MJ0884.an estimated accuracy of +/- 6 seconds.
 MJ0884
 MJ0884.The orthometric height was determined by differential leveling
 MJ0884.and adjusted by the National Geodetic Survey in June 1991..
 MJ0884
 MJ0884.The geoid height was determined by GEOID03.
 MJ0884
 MJ0884.The dynamic height is computed by dividing the NAVD 88
 MJ0884.geopotential number by the normal gravity value computed on the
 MJ0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0884.degrees latitude (g = 980.6199 gals.).
 MJ0884
 MJ0884.The modeled gravity was interpolated from observed gravity values.
 MJ0884
 MJ0884;                    North         East    Units  Estimated Accuracy
 MJ0884;SPC NE       -   155,270.      843,260.      MT  (+/- 180 meters Scaled)
 MJ0884
 MJ0884                          SUPERSEDED SURVEY CONTROL
 MJ0884
 MJ0884  NGVD 29 (??/??/92)  353.192  (m)         1158.76   (f) ADJ UNCH    2 0
 MJ0884
 MJ0884.Superseded values are not recommended for survey control.
 MJ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0884.See file dsdata.txt to determine how the superseded data were derived.
 MJ0884
 MJ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF560604(NAD 83)
 MJ0884_MARKER: DB = BENCH MARK DISK
 MJ0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0884_STAMPING: G 232 1947
 MJ0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0884+STABILITY: SURFACE MOTION
 MJ0884
 MJ0884  HISTORY     - Date     Condition        Report By
 MJ0884  HISTORY     - 1947     MONUMENTED       CGS
 MJ0884
 MJ0884                          STATION DESCRIPTION
 MJ0884
 MJ0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0884'2.3 MI N FROM BELLEVUE.
 MJ0884'0.2 MILE EAST ALONG NEBRASKA STATE HIGHWAY 31 FROM THE BELLEVUE
 MJ0884'PUBLIC SCHOOL, THENCE 2.1 MILES NORTH ALONG NEBRASKA STATE
 MJ0884'HIGHWAY 31, AT A JUNCTIONOF A PRIVATE ROAD AND THE HIGHWAY, 75.0
 MJ0884'FEET NORTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD, 36.0
 MJ0884'FEET SOUTHEAST OF AND 2.0 FEET HIGHER THAN THE CENTER LINE OF
 MJ0884'THE HIGHWAY, 6.0 FEET SOUTH OF A FENCE CORNER, 2.0 FEET WEST
 MJ0884'OF A FENCE, 2.0 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 MJ0884'OF A CONCRETE POST AND PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0527 ***********************************************************************
 MK0527  DESIGNATION -  G 233
 MK0527  PID         -  MK0527
 MK0527  STATE/COUNTY-  NE/WASHINGTON
 MK0527  USGS QUAD   -  FORT CALHOUN (1975)
 MK0527
 MK0527                         *CURRENT SURVEY CONTROL
 MK0527  ___________________________________________________________________
 MK0527* NAD 83(1986)-  41 24 57.     (N)    096 04 43.     (W)     SCALED    
 MK0527* NAVD 88     -       366.725  (meters)    1203.16   (feet)  ADJUSTED  
 MK0527  ___________________________________________________________________
 MK0527  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 MK0527  DYNAMIC HT  -         366.547 (meters)    1202.58  (feet)  COMP
 MK0527  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 MK0527
 MK0527  VERT ORDER  -  SECOND    CLASS 0
 MK0527
 MK0527.The horizontal coordinates were scaled from a topographic map and have
 MK0527.an estimated accuracy of +/- 6 seconds.
 MK0527
 MK0527.The orthometric height was determined by differential leveling
 MK0527.and adjusted by the National Geodetic Survey in June 1991..
 MK0527
 MK0527.The geoid height was determined by GEOID03.
 MK0527
 MK0527.The dynamic height is computed by dividing the NAVD 88
 MK0527.geopotential number by the normal gravity value computed on the
 MK0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0527.degrees latitude (g = 980.6199 gals.).
 MK0527
 MK0527.The modeled gravity was interpolated from observed gravity values.
 MK0527
 MK0527;                    North         East    Units  Estimated Accuracy
 MK0527;SPC NE       -   183,130.      827,620.      MT  (+/- 180 meters Scaled)
 MK0527
 MK0527                          SUPERSEDED SURVEY CONTROL
 MK0527
 MK0527  NGVD 29 (??/??/92)  366.579  (m)         1202.68   (f) ADJ UNCH    2 0
 MK0527
 MK0527.Superseded values are not recommended for survey control.
 MK0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0527.See file dsdata.txt to determine how the superseded data were derived.
 MK0527
 MK0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL441890(NAD 83)
 MK0527_MARKER: DB = BENCH MARK DISK
 MK0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0527_STAMPING: G 233 1947
 MK0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0527+STABILITY: SURFACE MOTION
 MK0527
 MK0527  HISTORY     - Date     Condition        Report By
 MK0527  HISTORY     - 1947     MONUMENTED       CGS
 MK0527  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0527
 MK0527                          STATION DESCRIPTION
 MK0527
 MK0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0527'5.1 MI SW FROM FORT CALHOUN.
 MK0527'0.5 MILE SOUTH ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE AT
 MK0527'FORT CALHOUN, THENCE 0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 MK0527'THENCE 1.7 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.1 MILES
 MK0527'WEST ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A
 MK0527'GRADED DIRT ROAD, 155 YARDS NORTH OF A ROAD JUNCTION, ABOUT
 MK0527'114 YARDS SOUTH OF A BRIDGE, 56 FEET SOUTH OF THE SOUTH END OF
 MK0527'A GATE AT AN ENTRANCE TO A FIELD, 31 FEET EAST OF AND LEVEL
 MK0527'WITH THE CENTER LINE OF THE ROAD, 7 FEET SOUTH OF A FENCE CORNER,
 MK0527'2 FEET NORTH OF A 4 X 4 MARKER POST, 0.5 FOOT WEST OF A FENCE,
 MK0527'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 MK0527'THE GROUND.
 MK0527
 MK0527                          STATION RECOVERY (1966)
 MK0527
 MK0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1817 ***********************************************************************
 MK1817  DESIGNATION -  G 234 RESET
 MK1817  PID         -  MK1817
 MK1817  STATE/COUNTY-  NE/WASHINGTON
 MK1817  USGS QUAD   -  MODALE (1970)
 MK1817
 MK1817                         *CURRENT SURVEY CONTROL
 MK1817  ___________________________________________________________________
 MK1817* NAD 83(1986)-  41 31 21.     (N)    096 06 40.     (W)     SCALED    
 MK1817* NAVD 88     -       345.59   (+/-2cm)    1133.8    (feet)  VERTCON   
 MK1817  ___________________________________________________________________
 MK1817  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 MK1817
 MK1817  VERT ORDER  -  THIRD (See Below)
 MK1817
 MK1817.The horizontal coordinates were scaled from a topographic map and have
 MK1817.an estimated accuracy of +/- 6 seconds.
 MK1817
 MK1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1817.The vertical order pertains to the NGVD 29 superseded value.
 MK1817
 MK1817.The geoid height was determined by GEOID03.
 MK1817
 MK1817;                    North         East    Units  Estimated Accuracy
 MK1817;SPC NE       -   194,840.      824,380.      MT  (+/- 180 meters Scaled)
 MK1817
 MK1817                          SUPERSEDED SURVEY CONTROL
 MK1817
 MK1817  NGVD 29 (08/02/06)  345.44   (m)         1133.3    (f) RESET       3  
 MK1817
 MK1817.Superseded values are not recommended for survey control.
 MK1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1817.See file dsdata.txt to determine how the superseded data were derived.
 MK1817
 MK1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM410007(NAD 83)
 MK1817_MARKER: DB = BENCH MARK DISK
 MK1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1817_STAMPING: G 234 RESET 1976
 MK1817_PROJECTION: PROJECTING 8 CENTIMETERS
 MK1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1817+STABILITY: SURFACE MOTION
 MK1817
 MK1817  HISTORY     - Date     Condition        Report By
 MK1817  HISTORY     - 1976     MONUMENTED       RBNF
 MK1817
 MK1817                          STATION DESCRIPTION
 MK1817
 MK1817'DESCRIBED BY RESEARCHED BUT NOT FOUND 1976
 MK1817'2.1 MI SE FROM BLAIR.
 MK1817'0.2 MILES EAST ALONG COLFAX STREET FROM THE COURTHOUSE IN BLAIR,
 MK1817'THENCE 1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 73, 70.5 FEET NORTH
 MK1817'OF A NUMBER 633 EMBEDED IN THE CONCRETE PAVEMENT, 12 FEET NORTHEAST OF
 MK1817'THE CENTERLINE OF THE HIGHWAY, 84.0 FEET EAST OF A NUMBER 634
 MK1817'EMBEDDED IN CONCRETE PAVEMENT, AND 12 FEET NORTHEAST
 MK1817'OF THE CENTERLINE OF THE HIGHWAY.
 MK1817'THE MARK IS 8 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0657 ***********************************************************************
 NM0657  DESIGNATION -  G 235
 NM0657  PID         -  NM0657
 NM0657  STATE/COUNTY-  NE/DAKOTA
 NM0657  USGS QUAD   -  JACKSON (1993)
 NM0657
 NM0657                         *CURRENT SURVEY CONTROL
 NM0657  ___________________________________________________________________
 NM0657* NAD 83(1986)-  42 24 29.     (N)    096 32 27.     (W)     SCALED    
 NM0657* NAVD 88     -       335.347  (meters)    1100.22   (feet)  ADJUSTED  
 NM0657  ___________________________________________________________________
 NM0657  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 NM0657  DYNAMIC HT  -         335.238 (meters)    1099.86  (feet)  COMP
 NM0657  MODELED GRAV-     980,288.4   (mgal)                       NAVD 88
 NM0657
 NM0657  VERT ORDER  -  FIRST     CLASS II
 NM0657
 NM0657.The horizontal coordinates were scaled from a topographic map and have
 NM0657.an estimated accuracy of +/- 6 seconds.
 NM0657
 NM0657.The orthometric height was determined by differential leveling
 NM0657.and adjusted by the National Geodetic Survey in June 1991..
 NM0657
 NM0657.The geoid height was determined by GEOID03.
 NM0657
 NM0657.The dynamic height is computed by dividing the NAVD 88
 NM0657.geopotential number by the normal gravity value computed on the
 NM0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0657.degrees latitude (g = 980.6199 gals.).
 NM0657
 NM0657.The modeled gravity was interpolated from observed gravity values.
 NM0657
 NM0657;                    North         East    Units  Estimated Accuracy
 NM0657;SPC NE       -   291,570.      784,620.      MT  (+/- 180 meters Scaled)
 NM0657
 NM0657                          SUPERSEDED SURVEY CONTROL
 NM0657
 NM0657  NGVD 29 (??/??/92)  335.187  (m)         1099.69   (f) ADJ UNCH    1 2
 NM0657
 NM0657.Superseded values are not recommended for survey control.
 NM0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0657.See file dsdata.txt to determine how the superseded data were derived.
 NM0657
 NM0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM023980(NAD 83)
 NM0657_MARKER: DB = BENCH MARK DISK
 NM0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0657_STAMPING: G 235 1947
 NM0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0657+STABILITY: SURFACE MOTION
 NM0657
 NM0657  HISTORY     - Date     Condition        Report By
 NM0657  HISTORY     - 1947     MONUMENTED       CGS
 NM0657
 NM0657                          STATION DESCRIPTION
 NM0657
 NM0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0657'3.1 MI NE FROM HUBBARD.
 NM0657'ABOUT 3.1 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0657'AND OMAHA RAILROAD FROM THE STATION AT HUBBARD, ABOUT 60 YARDS
 NM0657'WEST OF AND ACROSS THE TRACK FROM MILE POST 13-15, 85.0 FEET
 NM0657'NORTHEAST OF A FENCE CORNER, 67.9 FEET SOUTHWEST OF THE WEST
 NM0657'CORNER OF A STONE HEADWALL FOR A TUBE CULVERT, 43.0 FEET NORTHWEST
 NM0657'OF AND ABOUT 5.0 FEET LOWER THAN THE CENTER LINE OF THE TRACK,
 NM0657'13.3 FEET NORTHEAST OF A POWER POLE, 1.5 FEET SOUTHEAST OF THE
 NM0657'RIGHT OF WAY FENCE, 1.0 FOOT NORTHEAST OF A 4 IN X 4 IN MARKER
 NM0657'POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 NM0657'5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM2005 ***********************************************************************
 NM2005  DESIGNATION -  G 236 RESET
 NM2005  PID         -  NM2005
 NM2005  STATE/COUNTY-  NE/DAKOTA
 NM2005  USGS QUAD   -  HOMER (1976)
 NM2005
 NM2005                         *CURRENT SURVEY CONTROL
 NM2005  ___________________________________________________________________
 NM2005* NAD 83(1986)-  42 20 56.     (N)    096 28 02.     (W)     SCALED    
 NM2005* NAVD 88     -       333.25   (meters)    1093.3    (feet)  RESET     
 NM2005  ___________________________________________________________________
 NM2005  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 NM2005
 NM2005  VERT ORDER  -  THIRD
 NM2005
 NM2005.The horizontal coordinates were scaled from a topographic map and have
 NM2005.an estimated accuracy of +/- 6 seconds.
 NM2005
 NM2005.The orthometric height was computed from unverified reset data.
 NM2005.No vertical observational check was made to the station.
 NM2005
 NM2005.The geoid height was determined by GEOID03.
 NM2005
 NM2005;                    North         East    Units  Estimated Accuracy
 NM2005;SPC NE       -   285,250.      790,940.      MT  (+/- 180 meters Scaled)
 NM2005
 NM2005                          SUPERSEDED SURVEY CONTROL
 NM2005
 NM2005  NGVD 29 (08/02/06)  333.09   (m)         1092.8    (f) RESET       3  
 NM2005
 NM2005.Superseded values are not recommended for survey control.
 NM2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2005.See file dsdata.txt to determine how the superseded data were derived.
 NM2005
 NM2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM086916(NAD 83)
 NM2005_MARKER: DV = VERTICAL CONTROL DISK
 NM2005_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NM2005_SP_SET: RAILROAD BRIDGE PIER
 NM2005_STAMPING: G 236 RESET 1983
 NM2005_MARK LOGO: NGS   
 NM2005_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM2005
 NM2005  HISTORY     - Date     Condition        Report By
 NM2005  HISTORY     - 1983     MONUMENTED       NGS
 NM2005
 NM2005                          STATION DESCRIPTION
 NM2005
 NM2005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NM2005'0.16 KM (0.10 MI) EAST ALONG MAIN STREET, FROM THE POST OFFICE IN
 NM2005'HOMER, THENCE 3.62 KM (2.25 MI) LEFT AND NORTH ALONG US HIGHWAY 77 TO
 NM2005'A RAILROAD BRIDGE AND THE MARK ON THE LEFT, IN THE TOP OF THE EAST
 NM2005'END OF THE NORTH PIER OF THE RAILROAD BRIDGE, 0.45 M (1.48 FT)
 NM2005'NORTHEAST OF THE NORTH END OF THE EAST GIRDER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0522 ***********************************************************************
 NM0522  DESIGNATION -  G 237
 NM0522  PID         -  NM0522
 NM0522  STATE/COUNTY-  NE/THURSTON
 NM0522  USGS QUAD   -  WALTHILL SW (1966)
 NM0522
 NM0522                         *CURRENT SURVEY CONTROL
 NM0522  ___________________________________________________________________
 NM0522* NAD 83(1986)-  42 07 03.     (N)    096 27 59.     (W)     SCALED    
 NM0522* NAVD 88     -       389.557  (meters)    1278.07   (feet)  ADJUSTED  
 NM0522  ___________________________________________________________________
 NM0522  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 NM0522  DYNAMIC HT  -         389.419 (meters)    1277.62  (feet)  COMP
 NM0522  MODELED GRAV-     980,255.4   (mgal)                       NAVD 88
 NM0522
 NM0522  VERT ORDER  -  SECOND    CLASS 0
 NM0522
 NM0522.The horizontal coordinates were scaled from a topographic map and have
 NM0522.an estimated accuracy of +/- 6 seconds.
 NM0522
 NM0522.The orthometric height was determined by differential leveling
 NM0522.and adjusted by the National Geodetic Survey in June 1991..
 NM0522
 NM0522.The geoid height was determined by GEOID03.
 NM0522
 NM0522.The dynamic height is computed by dividing the NAVD 88
 NM0522.geopotential number by the normal gravity value computed on the
 NM0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0522.degrees latitude (g = 980.6199 gals.).
 NM0522
 NM0522.The modeled gravity was interpolated from observed gravity values.
 NM0522
 NM0522;                    North         East    Units  Estimated Accuracy
 NM0522;SPC NE       -   259,580.      792,060.      MT  (+/- 180 meters Scaled)
 NM0522
 NM0522                          SUPERSEDED SURVEY CONTROL
 NM0522
 NM0522  NGVD 29 (??/??/92)  389.402  (m)         1277.56   (f) ADJ UNCH    2 0
 NM0522
 NM0522.Superseded values are not recommended for survey control.
 NM0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0522.See file dsdata.txt to determine how the superseded data were derived.
 NM0522
 NM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM094659(NAD 83)
 NM0522_MARKER: DB = BENCH MARK DISK
 NM0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0522_SP_SET: CULVERT
 NM0522_STAMPING: G 237 1947
 NM0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0522
 NM0522  HISTORY     - Date     Condition        Report By
 NM0522  HISTORY     - 1947     MONUMENTED       CGS
 NM0522
 NM0522                          STATION DESCRIPTION
 NM0522
 NM0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0522'2.6 MI S FROM WALTHILL.
 NM0522'TO REACH FROM THE BURLINGTON RAILROAD STATION AT WALTHILL GO
 NM0522'EAST 0.4 MILE ALONG STATE HIGHWAY NO. 94, THENCE SOUTH 2.2 MILES
 NM0522'ALONG U.S. HIGHWAY NO. 77 TO SITE OF MARK, BENCH MARK IS 20.0
 NM0522'FEET WEST OF AND ABOUT 4.0 FEET LOWER THAN THE CENTER LINE
 NM0522'OF THE HIGHWAY, ON TOP OF THE NORTH END OF THE WEST HEADWALL OF
 NM0522'A 4 FT X 6 FT CONCRETE BOX CULVERT AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0523 ***********************************************************************
 NM0523  DESIGNATION -  G 237 RESET
 NM0523  PID         -  NM0523
 NM0523  STATE/COUNTY-  NE/THURSTON
 NM0523  USGS QUAD   -  WALTHILL SW (1966)
 NM0523
 NM0523                         *CURRENT SURVEY CONTROL
 NM0523  ___________________________________________________________________
 NM0523* NAD 83(1986)-  42 07 03.     (N)    096 27 59.     (W)     SCALED    
 NM0523* NAVD 88     -       390.76   (meters)    1282.0    (feet)  RESET     
 NM0523  ___________________________________________________________________
 NM0523  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 NM0523
 NM0523  VERT ORDER  -  THIRD
 NM0523
 NM0523.The horizontal coordinates were scaled from a topographic map and have
 NM0523.an estimated accuracy of +/- 6 seconds.
 NM0523
 NM0523.The orthometric height was computed from unverified reset data.
 NM0523
 NM0523.The geoid height was determined by GEOID03.
 NM0523
 NM0523;                    North         East    Units  Estimated Accuracy
 NM0523;SPC NE       -   259,580.      792,060.      MT  (+/- 180 meters Scaled)
 NM0523
 NM0523                          SUPERSEDED SURVEY CONTROL
 NM0523
 NM0523  NGVD 29 (??/??/??)  390.60   (m)         1281.5    (f) RESET       3  
 NM0523
 NM0523.Superseded values are not recommended for survey control.
 NM0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0523.See file dsdata.txt to determine how the superseded data were derived.
 NM0523
 NM0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM094659(NAD 83)
 NM0523_MARKER: DB = BENCH MARK DISK
 NM0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0523_STAMPING: G 237 RESET 1965
 NM0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0523+STABILITY: SURFACE MOTION
 NM0523
 NM0523  HISTORY     - Date     Condition        Report By
 NM0523  HISTORY     - 1965     MONUMENTED       LOCENG
 NM0523  HISTORY     - 1967     GOOD             LOCENG
 NM0523
 NM0523                          STATION DESCRIPTION
 NM0523
 NM0523'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0523'2.6 MI S FROM WALTHILL.
 NM0523'0.4 MILE EAST ALONG STATE HIGHWAY 94 FROM THE BURLINGTON RAILROAD
 NM0523'STATION AT WALTHILL, THENCE 2.2 MILES SOUTH ALONG U.S. HIGHWAY
 NM0523'77, 147 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 NM0523'BOX CULVERT PARAPET, 132 FEET SOUTH OF WEST CROSS FENCE, 112
 NM0523'FEET NORTH-NORTHWEST OF PAVEMENT MARKER STATION 434 + 00, 109
 NM0523'FEET SOUTH-SOUTHWEST OF PAVEMENT MARKER STATION 434 + 00, 59
 NM0523'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 NM0523'OF A 4 INCH SQUARE CONCRETE POST WITH A 8 INCH SQUARE TOP
 NM0523'PROJECTING 4 INCHES ABOVE THE GROUND, AND ABOUT 3.5 FEET LOWER
 NM0523'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0708 ***********************************************************************
 NM0708  DESIGNATION -  G 238
 NM0708  PID         -  NM0708
 NM0708  STATE/COUNTY-  NE/THURSTON
 NM0708  USGS QUAD   -  EMERSON (1967)
 NM0708
 NM0708                         *CURRENT SURVEY CONTROL
 NM0708  ___________________________________________________________________
 NM0708* NAD 83(1986)-  42 15 49.     (N)    096 40 05.     (W)     SCALED    
 NM0708* NAVD 88     -       428.896  (meters)    1407.14   (feet)  ADJUSTED  
 NM0708  ___________________________________________________________________
 NM0708  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 NM0708  DYNAMIC HT  -         428.748 (meters)    1406.65  (feet)  COMP
 NM0708  MODELED GRAV-     980,264.2   (mgal)                       NAVD 88
 NM0708
 NM0708  VERT ORDER  -  SECOND    CLASS 0
 NM0708
 NM0708.The horizontal coordinates were scaled from a topographic map and have
 NM0708.an estimated accuracy of +/- 6 seconds.
 NM0708
 NM0708.The orthometric height was determined by differential leveling
 NM0708.and adjusted by the National Geodetic Survey in June 1991..
 NM0708
 NM0708.The geoid height was determined by GEOID03.
 NM0708
 NM0708.The dynamic height is computed by dividing the NAVD 88
 NM0708.geopotential number by the normal gravity value computed on the
 NM0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0708.degrees latitude (g = 980.6199 gals.).
 NM0708
 NM0708.The modeled gravity was interpolated from observed gravity values.
 NM0708
 NM0708;                    North         East    Units  Estimated Accuracy
 NM0708;SPC NE       -   275,130.      774,770.      MT  (+/- 180 meters Scaled)
 NM0708
 NM0708                          SUPERSEDED SURVEY CONTROL
 NM0708
 NM0708  NGVD 29 (??/??/92)  428.724  (m)         1406.57   (f) ADJ UNCH    2 0
 NM0708
 NM0708.Superseded values are not recommended for survey control.
 NM0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0708.See file dsdata.txt to determine how the superseded data were derived.
 NM0708
 NM0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM923816(NAD 83)
 NM0708_MARKER: DB = BENCH MARK DISK
 NM0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0708_STAMPING: G 238 1947
 NM0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0708+STABILITY: SURFACE MOTION
 NM0708
 NM0708  HISTORY     - Date     Condition        Report By
 NM0708  HISTORY     - 1947     MONUMENTED       CGS
 NM0708  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0708
 NM0708                          STATION DESCRIPTION
 NM0708
 NM0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0708'4 MI E FROM EMERSON.
 NM0708'0.9 MILE SOUTH ALONG STATE HIGHWAY NO. 9 FROM THE RAILROAD
 NM0708'STATION AT EMERSON TO A DIRT CROSS ROAD, THENCE 3.1 MILES EAST
 NM0708'TO A DIRT CROSS ROAD AND THE EASTPORT SCHOOLHOUSE, 87.0 FEET
 NM0708'SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 75.0
 NM0708'FEET SOUTHEAST OF A TRANSFORMER POLE, 107.0 FEET WEST OF THE
 NM0708'CENTER LINE OF THE NORTH-SOUTH ROAD, 23.0 FEET SOUTH OF THE
 NM0708'CENTER LINE OF THE EAST-WEST ROAD, 68.8 FEET WEST OF A FENCE
 NM0708'CORNER, 1.0 FOOT NORTH OF A BARBED WIRE FENCE, 1.0 FOOT EAST
 NM0708'OF A 4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST.
 NM0708
 NM0708                          STATION RECOVERY (1965)
 NM0708
 NM0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0532 ***********************************************************************
 NM0532  DESIGNATION -  G 239
 NM0532  PID         -  NM0532
 NM0532  STATE/COUNTY-  NE/THURSTON
 NM0532  USGS QUAD   -  WALTHILL SW (1966)
 NM0532
 NM0532                         *CURRENT SURVEY CONTROL
 NM0532  ___________________________________________________________________
 NM0532* NAD 83(1986)-  42 02 47.     (N)    096 27 46.     (W)     SCALED    
 NM0532* NAVD 88     -       444.796  (meters)    1459.30   (feet)  ADJUSTED  
 NM0532  ___________________________________________________________________
 NM0532  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 NM0532  DYNAMIC HT  -         444.635 (meters)    1458.77  (feet)  COMP
 NM0532  MODELED GRAV-     980,245.4   (mgal)                       NAVD 88
 NM0532
 NM0532  VERT ORDER  -  SECOND    CLASS 0
 NM0532
 NM0532.The horizontal coordinates were scaled from a topographic map and have
 NM0532.an estimated accuracy of +/- 6 seconds.
 NM0532
 NM0532.The orthometric height was determined by differential leveling
 NM0532.and adjusted by the National Geodetic Survey in June 1991..
 NM0532
 NM0532.The geoid height was determined by GEOID03.
 NM0532
 NM0532.The dynamic height is computed by dividing the NAVD 88
 NM0532.geopotential number by the normal gravity value computed on the
 NM0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0532.degrees latitude (g = 980.6199 gals.).
 NM0532
 NM0532.The modeled gravity was interpolated from observed gravity values.
 NM0532
 NM0532;                    North         East    Units  Estimated Accuracy
 NM0532;SPC NE       -   251,700.      792,680.      MT  (+/- 180 meters Scaled)
 NM0532
 NM0532                          SUPERSEDED SURVEY CONTROL
 NM0532
 NM0532  NGVD 29 (??/??/92)  444.639  (m)         1458.79   (f) ADJ UNCH    2 0
 NM0532
 NM0532.Superseded values are not recommended for survey control.
 NM0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0532.See file dsdata.txt to determine how the superseded data were derived.
 NM0532
 NM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM099580(NAD 83)
 NM0532_MARKER: DB = BENCH MARK DISK
 NM0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0532_STAMPING: G 239 1947
 NM0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0532+STABILITY: SURFACE MOTION
 NM0532
 NM0532  HISTORY     - Date     Condition        Report By
 NM0532  HISTORY     - 1947     MONUMENTED       CGS
 NM0532  HISTORY     - 1967     MARK NOT FOUND   NGS
 NM0532
 NM0532                          STATION DESCRIPTION
 NM0532
 NM0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0532'7.9 MI SE FROM WALTHILL.
 NM0532'0.6 MILE EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 NM0532'AT WALTHILL, THENCE 7.3 MILES SOUTH ALONG U.S. HIGHWAY 77, AT A
 NM0532'CROSS ROAD, 57.4 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 NM0532'ROAD, 38.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 28.4
 NM0532'FEET NORTHEAST OF A POWER POLE, 7.0 FEET NORTH OF A FENCE CORNER,
 NM0532'1.0 FOOT EAST OF A BARBED WIRE FENCE, 2.0 FEET SOUTH OF A 4 X 4
 NM0532'MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM0532'0.2 FOOT ABOVE THE GROUND.
 NM0532
 NM0532                          STATION RECOVERY (1967)
 NM0532
 NM0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NM0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0799 ***********************************************************************
 LH0799  DESIGNATION -  G 24 RESET
 LH0799  PID         -  LH0799
 LH0799  STATE/COUNTY-  NE/GOSPER
 LH0799  USGS QUAD   -  JOHNSON LAKE (1983)
 LH0799
 LH0799                         *CURRENT SURVEY CONTROL
 LH0799  ___________________________________________________________________
 LH0799* NAD 83(1986)-  40 39 17.     (N)    099 49 43.     (W)     SCALED    
 LH0799* NAVD 88     -       790.604  (meters)    2593.84   (feet)  ADJUSTED  
 LH0799  ___________________________________________________________________
 LH0799  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 LH0799  DYNAMIC HT  -         790.115 (meters)    2592.24  (feet)  COMP
 LH0799  MODELED GRAV-     979,979.8   (mgal)                       NAVD 88
 LH0799
 LH0799  VERT ORDER  -  FIRST     CLASS II
 LH0799
 LH0799.The horizontal coordinates were scaled from a topographic map and have
 LH0799.an estimated accuracy of +/- 6 seconds.
 LH0799
 LH0799.The orthometric height was determined by differential leveling
 LH0799.and adjusted by the National Geodetic Survey in June 1991..
 LH0799
 LH0799.The geoid height was determined by GEOID03.
 LH0799
 LH0799.The dynamic height is computed by dividing the NAVD 88
 LH0799.geopotential number by the normal gravity value computed on the
 LH0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0799.degrees latitude (g = 980.6199 gals.).
 LH0799
 LH0799.The modeled gravity was interpolated from observed gravity values.
 LH0799
 LH0799;                    North         East    Units  Estimated Accuracy
 LH0799;SPC NE       -    91,210.      514,490.      MT  (+/- 180 meters Scaled)
 LH0799
 LH0799                          SUPERSEDED SURVEY CONTROL
 LH0799
 LH0799  NGVD 29 (02/14/92)  790.309  (m)         2592.87   (f) ADJUSTED    1 2
 LH0799
 LH0799.Superseded values are not recommended for survey control.
 LH0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0799.See file dsdata.txt to determine how the superseded data were derived.
 LH0799
 LH0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML299007(NAD 83)
 LH0799_MARKER: DB = BENCH MARK DISK
 LH0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0799_SP_SET: CONCRETE POST
 LH0799_STAMPING: G 24 RESET 1965
 LH0799_MARK LOGO: CGS   
 LH0799_PROJECTION: RECESSED 10 CENTIMETERS
 LH0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0799+STABILITY: SURFACE MOTION
 LH0799
 LH0799  HISTORY     - Date     Condition        Report By
 LH0799  HISTORY     - 1965     MONUMENTED       CGS
 LH0799  HISTORY     - 1986     GOOD             NGS
 LH0799
 LH0799                          STATION DESCRIPTION
 LH0799
 LH0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LH0799'5 MI N FROM ELWOOD.
 LH0799'5.1 MILES NORTH ALONG U.S. HIGHWAY 283 FROM THE COUNTY COURTHOUSE
 LH0799'IN ELWOOD, THENCE 0.1 MILE EAST ALONG A GRAVELED ROAD.  ON BANK
 LH0799'ABOUT 4 FEET HIGHER THAN THE ROAD, 53 FEET SOUTHEAST OF THE
 LH0799'CENTER LINE OF ROAD AND PRIVATE DRIVEWAY, 33 FEET SOUTH OF CENTER
 LH0799'LINE OF ROAD, 3 FEET SOUTHEAST OF A POWER LINE POLE AND 1 FOOT
 LH0799'SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK, STAMPED,
 LH0799'G 24 RESET 1965, IN THE TOP OF A CONCRETE MONUMENT AND PROJECTING
 LH0799'5 INCHES.
 LH0799
 LH0799                          STATION RECOVERY (1986)
 LH0799
 LH0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0799'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.2 KM (5.1
 LH0799'MI) NORTH ALONG US HIGHWAY 283 FROM THE COUNTY COURTHOUSE AT ELWOOD,
 LH0799'THENCE 0.25 KM (0.15 MI) EAST ALONG A DIRT ROAD, 10.0 METERS (33 FT)
 LH0799'SOUTH OF THE CENTER OF THE ROAD, 6.4 METERS (21 FT) EAST OF THE EAST
 LH0799'END OF A WIRE GATE, 1.0 METERS (3.5 FT) SOUTHEAST OF A POWER POLE WITH
 LH0799'A TRANSFORMER AND 0.5 METER (1.5 FT) SOUTH OF A BARB WIRE FENCE.
 LH0799'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 LH0799'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0446 ***********************************************************************
 NM0446  DESIGNATION -  G 240
 NM0446  PID         -  NM0446
 NM0446  STATE/COUNTY-  NE/THURSTON
 NM0446  USGS QUAD   -  MACY (1966)
 NM0446
 NM0446                         *CURRENT SURVEY CONTROL
 NM0446  ___________________________________________________________________
 NM0446* NAD 83(1986)-  42 07 11.     (N)    096 21 22.     (W)     SCALED    
 NM0446* NAVD 88     -       368.250  (meters)    1208.17   (feet)  ADJUSTED  
 NM0446  ___________________________________________________________________
 NM0446  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 NM0446  DYNAMIC HT  -         368.123 (meters)    1207.75  (feet)  COMP
 NM0446  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 NM0446
 NM0446  VERT ORDER  -  SECOND    CLASS 0
 NM0446
 NM0446.The horizontal coordinates were scaled from a topographic map and have
 NM0446.an estimated accuracy of +/- 6 seconds.
 NM0446
 NM0446.The orthometric height was determined by differential leveling
 NM0446.and adjusted by the National Geodetic Survey in June 1991..
 NM0446
 NM0446.The geoid height was determined by GEOID03.
 NM0446
 NM0446.The dynamic height is computed by dividing the NAVD 88
 NM0446.geopotential number by the normal gravity value computed on the
 NM0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0446.degrees latitude (g = 980.6199 gals.).
 NM0446
 NM0446.The modeled gravity was interpolated from observed gravity values.
 NM0446
 NM0446;                    North         East    Units  Estimated Accuracy
 NM0446;SPC NE       -   260,200.      801,160.      MT  (+/- 180 meters Scaled)
 NM0446
 NM0446                          SUPERSEDED SURVEY CONTROL
 NM0446
 NM0446  NGVD 29 (??/??/92)  368.101  (m)         1207.68   (f) ADJ UNCH    2 0
 NM0446
 NM0446.Superseded values are not recommended for survey control.
 NM0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0446.See file dsdata.txt to determine how the superseded data were derived.
 NM0446
 NM0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM185664(NAD 83)
 NM0446_MARKER: DB = BENCH MARK DISK
 NM0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0446_STAMPING: G 240 1947
 NM0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0446+STABILITY: SURFACE MOTION
 NM0446
 NM0446  HISTORY     - Date     Condition        Report By
 NM0446  HISTORY     - 1947     MONUMENTED       CGS
 NM0446  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0446
 NM0446                          STATION DESCRIPTION
 NM0446
 NM0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0446'9.4 MI SE FROM WALTHILL.
 NM0446'6.5 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0446'AT WALTHILL, THENCE SOUTHEAST 2.9 MILES ALONG U.S. HIGHWAY NO.
 NM0446'73E, AT THE JUNCTION OF A DIRT CROSSROAD, 1.0 MILE SOUTH OF
 NM0446'BENCH MARK F 240, 98.9 FEET NORTH OF THE CENTER LINE OF THE
 NM0446'HIGHWAY, 36.5 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD
 NM0446'LEADING NORTH, 7.3 FEET NORTH OF A FENCE CORNER, 1.0 FOOT EAST
 NM0446'OF A WIRE FENCE, 2.0 FEET SOUTH OF A 4 X 4 MARKER POST, SET IN
 NM0446'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0446
 NM0446                          STATION RECOVERY (1965)
 NM0446
 NM0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0294 ***********************************************************************
 MK0294  DESIGNATION -  G 241
 MK0294  PID         -  MK0294
 MK0294  STATE/COUNTY-  NE/BURT
 MK0294  USGS QUAD   -  BERTHA (1970)
 MK0294
 MK0294                         *CURRENT SURVEY CONTROL
 MK0294  ___________________________________________________________________
 MK0294* NAD 83(1986)-  41 53 14.     (N)    096 19 40.     (W)     SCALED    
 MK0294* NAVD 88     -       423.577  (meters)    1389.69   (feet)  ADJUSTED  
 MK0294  ___________________________________________________________________
 MK0294  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 MK0294  DYNAMIC HT  -         423.421 (meters)    1389.17  (feet)  COMP
 MK0294  MODELED GRAV-     980,240.8   (mgal)                       NAVD 88
 MK0294
 MK0294  VERT ORDER  -  SECOND    CLASS 0
 MK0294
 MK0294.The horizontal coordinates were scaled from a topographic map and have
 MK0294.an estimated accuracy of +/- 6 seconds.
 MK0294
 MK0294.The orthometric height was determined by differential leveling
 MK0294.and adjusted by the National Geodetic Survey in June 1991..
 MK0294
 MK0294.The geoid height was determined by GEOID03.
 MK0294
 MK0294.The dynamic height is computed by dividing the NAVD 88
 MK0294.geopotential number by the normal gravity value computed on the
 MK0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0294.degrees latitude (g = 980.6199 gals.).
 MK0294
 MK0294.The modeled gravity was interpolated from observed gravity values.
 MK0294
 MK0294;                    North         East    Units  Estimated Accuracy
 MK0294;SPC NE       -   234,510.      804,590.      MT  (+/- 180 meters Scaled)
 MK0294
 MK0294                          SUPERSEDED SURVEY CONTROL
 MK0294
 MK0294  NGVD 29 (??/??/92)  423.432  (m)         1389.21   (f) ADJ UNCH    2 0
 MK0294
 MK0294.Superseded values are not recommended for survey control.
 MK0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0294.See file dsdata.txt to determine how the superseded data were derived.
 MK0294
 MK0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM217407(NAD 83)
 MK0294_MARKER: DB = BENCH MARK DISK
 MK0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0294_STAMPING: G 241 1947
 MK0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0294+STABILITY: SURFACE MOTION
 MK0294
 MK0294  HISTORY     - Date     Condition        Report By
 MK0294  HISTORY     - 1947     MONUMENTED       CGS
 MK0294
 MK0294                          STATION DESCRIPTION
 MK0294
 MK0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0294'8.7 MI NE FROM CRAIG.
 MK0294'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73W FROM THE HIGH SCHOOL AT
 MK0294'CRAIG, THENCE 7.0 MILES NORTH AND 1.0 MILE EAST ALONG GRAVEL
 MK0294'ROADS, 1.0 MILE EAST OF THE BERTHA GENERAL STORE, AT THE TOP OF A
 MK0294'HILL, 227.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH CROSS ROAD,
 MK0294'45.5 FEET WEST OF POWER LINE POLE NO. C5 17, 32.0 FEET NORTH OF
 MK0294'THE CENTER OF THE EAST-WEST ROAD, 26.0 FEET WEST OF THE CENTER
 MK0294'OF A PRIVATE DRIVE-WAY LEADING NORTH TO A FARM HOUSE, 10.0 FEET
 MK0294'WEST OF A FENCE CORNER POST, 1.5 FOOT EAST OF A REFERENCE POST,
 MK0294'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 MK0294'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0169 ***********************************************************************
 MK0169  DESIGNATION -  G 242
 MK0169  PID         -  MK0169
 MK0169  STATE/COUNTY-  NE/BURT
 MK0169  USGS QUAD   -  TEKAMAH NW (1970)
 MK0169
 MK0169                         *CURRENT SURVEY CONTROL
 MK0169  ___________________________________________________________________
 MK0169* NAD 83(1986)-  41 58 16.     (N)    096 12 27.     (W)     SCALED    
 MK0169* NAVD 88     -       319.794  (meters)    1049.19   (feet)  ADJUSTED  
 MK0169  ___________________________________________________________________
 MK0169  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 MK0169  DYNAMIC HT  -         319.679 (meters)    1048.81  (feet)  COMP
 MK0169  MODELED GRAV-     980,253.8   (mgal)                       NAVD 88
 MK0169
 MK0169  VERT ORDER  -  SECOND    CLASS 0
 MK0169
 MK0169.The horizontal coordinates were scaled from a topographic map and have
 MK0169.an estimated accuracy of +/- 6 seconds.
 MK0169
 MK0169.The orthometric height was determined by differential leveling
 MK0169.and adjusted by the National Geodetic Survey in June 1991..
 MK0169
 MK0169.The geoid height was determined by GEOID03.
 MK0169
 MK0169.The dynamic height is computed by dividing the NAVD 88
 MK0169.geopotential number by the normal gravity value computed on the
 MK0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0169.degrees latitude (g = 980.6199 gals.).
 MK0169
 MK0169.The modeled gravity was interpolated from observed gravity values.
 MK0169
 MK0169;                    North         East    Units  Estimated Accuracy
 MK0169;SPC NE       -   244,240.      814,160.      MT  (+/- 180 meters Scaled)
 MK0169
 MK0169                          SUPERSEDED SURVEY CONTROL
 MK0169
 MK0169  NGVD 29 (??/??/92)  319.651  (m)         1048.72   (f) ADJ UNCH    2 0
 MK0169
 MK0169.Superseded values are not recommended for survey control.
 MK0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0169.See file dsdata.txt to determine how the superseded data were derived.
 MK0169
 MK0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM313503(NAD 83)
 MK0169_MARKER: DB = BENCH MARK DISK
 MK0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0169_STAMPING: G 242 1947
 MK0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0169+STABILITY: SURFACE MOTION
 MK0169
 MK0169  HISTORY     - Date     Condition        Report By
 MK0169  HISTORY     - 1947     MONUMENTED       CGS
 MK0169  HISTORY     - 1974     GOOD             LOCSUR
 MK0169
 MK0169                          STATION DESCRIPTION
 MK0169
 MK0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0169'4.4 MI SE FROM DECATUR.
 MK0169'1.3 MILE SOUTH ALONG US. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0169'AT DECATUR, THENCE 2.1 MILES EAST AND 1.0 MILE SOUTH ALONG
 MK0169'A GRAVEL ROAD, IN THE SOUTHWEST ANGLE OF A CROSS ROAD, 84.0
 MK0169'FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL SCHOOL HOUSE,
 MK0169'37.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 35.0
 MK0169'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 7.0 FEET
 MK0169'SOUTHWEST OF A POWER LINE POLE, 5.0 FEET SOUTHWEST OF A TELEPHONE
 MK0169'POLE, 2.0 FEET NORTH OF A REFERENCE POST, SET IN A CONCRETE
 MK0169'POST ABOUT 2 FEET BELOW THE ROAD AND PROJECTING 0.1 FOOT.
 MK0169
 MK0169                          STATION RECOVERY (1974)
 MK0169
 MK0169'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0631 ***********************************************************************
 MK0631  DESIGNATION -  G 243
 MK0631  PID         -  MK0631
 MK0631  STATE/COUNTY-  NE/DOUGLAS
 MK0631  USGS QUAD   -  IRVINGTON (1984)
 MK0631
 MK0631                         *CURRENT SURVEY CONTROL
 MK0631  ___________________________________________________________________
 MK0631* NAD 83(1986)-  41 19 15.     (N)    096 07 11.     (W)     SCALED    
 MK0631* NAVD 88     -       326.433  (meters)    1070.97   (feet)  ADJUSTED  
 MK0631  ___________________________________________________________________
 MK0631  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 MK0631  DYNAMIC HT  -         326.287 (meters)    1070.49  (feet)  COMP
 MK0631  MODELED GRAV-     980,169.3   (mgal)                       NAVD 88
 MK0631
 MK0631  VERT ORDER  -  SECOND    CLASS 0
 MK0631
 MK0631.The horizontal coordinates were scaled from a topographic map and have
 MK0631.an estimated accuracy of +/- 6 seconds.
 MK0631
 MK0631.The orthometric height was determined by differential leveling
 MK0631.and adjusted by the National Geodetic Survey in June 1991..
 MK0631
 MK0631.The geoid height was determined by GEOID03.
 MK0631
 MK0631.The dynamic height is computed by dividing the NAVD 88
 MK0631.geopotential number by the normal gravity value computed on the
 MK0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0631.degrees latitude (g = 980.6199 gals.).
 MK0631
 MK0631.The modeled gravity was interpolated from observed gravity values.
 MK0631
 MK0631;                    North         East    Units  Estimated Accuracy
 MK0631;SPC NE       -   172,440.      824,660.      MT  (+/- 180 meters Scaled)
 MK0631
 MK0631                          SUPERSEDED SURVEY CONTROL
 MK0631
 MK0631  NGVD 29 (??/??/92)  326.309  (m)         1070.57   (f) ADJ UNCH    2 0
 MK0631
 MK0631.Superseded values are not recommended for survey control.
 MK0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0631.See file dsdata.txt to determine how the superseded data were derived.
 MK0631
 MK0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL410783(NAD 83)
 MK0631_MARKER: DB = BENCH MARK DISK
 MK0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0631_STAMPING: G 243 1947
 MK0631_MARK LOGO: CGS   
 MK0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0631+STABILITY: SURFACE MOTION
 MK0631
 MK0631  HISTORY     - Date     Condition        Report By
 MK0631  HISTORY     - 1947     MONUMENTED       CGS
 MK0631  HISTORY     - 1976     GOOD             LOCSUR
 MK0631  HISTORY     - 19950711 POOR             NGS
 MK0631
 MK0631                          STATION DESCRIPTION
 MK0631
 MK0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0631'4.2 MI SE FROM BENNINGTON.
 MK0631'1.5 MILE SOUTH ALONG A PAVED ROAD FROM THE BENNINGTON SCHOOL
 MK0631'AT BENNINGTON, THENCE 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY
 MK0631'NO. 8, AT THE JUNCTION OF A PAVED ROAD LEADING SOUTH TO MILLARD,
 MK0631'33.0 FEET WEST OF A POINT IN LINE WITH THE CENTER OF THE ROAD
 MK0631'LEADING SOUTH, 31.5 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY,
 MK0631'6.5 FEET NORTH OF A GUY WIRE BRACED POWER LINE POLE WHICH IS
 MK0631'AT A POWER LINE JUNCTION, 6.0 FEET SOUTH OF A POINT IN LINE
 MK0631'WITH THE CENTER OF THE EAST-WEST SECTION OF THE HIGHWAY, 2.0 FEET
 MK0631'NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2
 MK0631'FEET BELOW THE ROAD AND PROJECTING 0.3 FOOT.  NOTE-- THIS BENCH
 MK0631'MARK IS ALSO 0.6 MILE SOUTH ALONG AN OILED ROAD AND 3.85 MILES
 MK0631'NORTHWEST ALONG STATE HIGHWAY NO. 8 FROM THE POST OFFICE
 MK0631'AT IRVINGTON.
 MK0631
 MK0631                          STATION RECOVERY (1976)
 MK0631
 MK0631'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0631'RECOVERED IN GOOD CONDITION.
 MK0631
 MK0631                          STATION RECOVERY (1995)
 MK0631
 MK0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK0631'MARK WAS FOUND LEADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0587 ***********************************************************************
 MK0587  DESIGNATION -  G 244
 MK0587  PID         -  MK0587
 MK0587  STATE/COUNTY-  NE/DODGE
 MK0587  USGS QUAD   -  FREMONT WEST (1983)
 MK0587
 MK0587                         *CURRENT SURVEY CONTROL
 MK0587  ___________________________________________________________________
 MK0587* NAD 83(1986)-  41 27 02.     (N)    096 30 39.     (W)     SCALED    
 MK0587* NAVD 88     -       366.807  (meters)    1203.43   (feet)  ADJUSTED  
 MK0587  ___________________________________________________________________
 MK0587  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 MK0587  DYNAMIC HT  -         366.642 (meters)    1202.89  (feet)  COMP
 MK0587  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 MK0587
 MK0587  VERT ORDER  -  SECOND    CLASS 0
 MK0587
 MK0587.This mark is at Fremont Municipal Airport (FET)
 MK0587
 MK0587.The horizontal coordinates were scaled from a topographic map and have
 MK0587.an estimated accuracy of +/- 6 seconds.
 MK0587
 MK0587.The orthometric height was determined by differential leveling
 MK0587.and adjusted by the National Geodetic Survey in June 1991..
 MK0587
 MK0587.The geoid height was determined by GEOID03.
 MK0587
 MK0587.The dynamic height is computed by dividing the NAVD 88
 MK0587.geopotential number by the normal gravity value computed on the
 MK0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0587.degrees latitude (g = 980.6199 gals.).
 MK0587
 MK0587.The modeled gravity was interpolated from observed gravity values.
 MK0587
 MK0587;                    North         East    Units  Estimated Accuracy
 MK0587;SPC NE       -   185,430.      791,380.      MT  (+/- 180 meters Scaled)
 MK0587
 MK0587                          SUPERSEDED SURVEY CONTROL
 MK0587
 MK0587  NGVD 29 (??/??/92)  366.660  (m)         1202.95   (f) ADJ UNCH    2 0
 MK0587
 MK0587.Superseded values are not recommended for survey control.
 MK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0587.See file dsdata.txt to determine how the superseded data were derived.
 MK0587
 MK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL079917(NAD 83)
 MK0587_MARKER: DB = BENCH MARK DISK
 MK0587_SETTING: 0 = UNSPECIFIED SETTING
 MK0587_STAMPING: G 244 1947
 MK0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0587+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1998
 MK0587
 MK0587  HISTORY     - Date     Condition        Report By
 MK0587  HISTORY     - 1947     MONUMENTED       CGS
 MK0587  HISTORY     - 19981202 GOOD             NGS
 MK0587
 MK0587                          STATION DESCRIPTION
 MK0587
 MK0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0587'AT FREMONT.
 MK0587'AT FREMONT, 1.1 MILES NORTH ALONG U.S. HIGHWAY NO. 77 AND 0.8
 MK0587'MILE WEST ALONG U.S. HIGHWAY NO. 30 FROM THE POST OFFICE, AT
 MK0587'THE FREMONT MUNICIPAL AIRPORT.  A VERTICAL MARK SET 3.0 FEET
 MK0587'ABOVE THE CONCRETE APRON AND 1.0 FOOT WEST OF THE WEST
 MK0587'SIDE OF THE HANGAR DOOR OF THE CONCRETE BLOCK HANGAR.
 MK0587
 MK0587                          STATION RECOVERY (1998)
 MK0587
 MK0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 MK0587'US 30 IS NOW BUSINESS US 30 AND WEST 23RD ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0372 ***********************************************************************
 MK0372  DESIGNATION -  G 245
 MK0372  PID         -  MK0372
 MK0372  STATE/COUNTY-  NE/BURT
 MK0372  USGS QUAD   -  HERMAN (1970)
 MK0372
 MK0372                         *CURRENT SURVEY CONTROL
 MK0372  ___________________________________________________________________
 MK0372* NAD 83(1986)-  41 43 37.     (N)    096 14 50.     (W)     SCALED    
 MK0372* NAVD 88     -       330.068  (meters)    1082.90   (feet)  ADJUSTED  
 MK0372  ___________________________________________________________________
 MK0372  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 MK0372  DYNAMIC HT  -         329.937 (meters)    1082.47  (feet)  COMP
 MK0372  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 MK0372
 MK0372  VERT ORDER  -  SECOND    CLASS 0
 MK0372
 MK0372.The horizontal coordinates were scaled from a topographic map and have
 MK0372.an estimated accuracy of +/- 6 seconds.
 MK0372
 MK0372.The orthometric height was determined by differential leveling
 MK0372.and adjusted by the National Geodetic Survey in June 1991..
 MK0372
 MK0372.The geoid height was determined by GEOID03.
 MK0372
 MK0372.The dynamic height is computed by dividing the NAVD 88
 MK0372.geopotential number by the normal gravity value computed on the
 MK0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0372.degrees latitude (g = 980.6199 gals.).
 MK0372
 MK0372.The modeled gravity was interpolated from observed gravity values.
 MK0372
 MK0372;                    North         East    Units  Estimated Accuracy
 MK0372;SPC NE       -   217,010.      812,040.      MT  (+/- 180 meters Scaled)
 MK0372
 MK0372                          SUPERSEDED SURVEY CONTROL
 MK0372
 MK0372  NGVD 29 (??/??/92)  329.931  (m)         1082.45   (f) ADJ UNCH    2 0
 MK0372
 MK0372.Superseded values are not recommended for survey control.
 MK0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0372.See file dsdata.txt to determine how the superseded data were derived.
 MK0372
 MK0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM289231(NAD 83)
 MK0372_MARKER: DB = BENCH MARK DISK
 MK0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0372_STAMPING: G 245 1947
 MK0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0372+STABILITY: SURFACE MOTION
 MK0372
 MK0372  HISTORY     - Date     Condition        Report By
 MK0372  HISTORY     - 1947     MONUMENTED       CGS
 MK0372  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0372
 MK0372                          STATION DESCRIPTION
 MK0372
 MK0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0372'3.4 MI SW FROM TEKAMAH.
 MK0372'3.4 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE CHICAGO, ST.
 MK0372'PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION AT TEKAMAH, AT THE
 MK0372'SOUTHEAST CORNER OF A SCHOOL YARD, 71.5 FEET SOUTHEAST OF THE
 MK0372'SOUTHEAST CORNER OF THE SCHOOL BUILDING, 68.6 FEET SOUTH OF
 MK0372'THE CENTER OF THE CONCRETE WALK LEADING WEST TO THE SCHOOL
 MK0372'HOUSE, 38.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 MK0372'32.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 8.0 FEET
 MK0372'NORTH OF THE SOUTHEAST CORNER OF THE SCHOOL YARD FENCE, 6.5
 MK0372'FEET NORTH OF R E A POWER LINE POLE NO. B8 91, 2.0 FEET SOUTH
 MK0372'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 MK0372'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.  NOTE-- SCHOOL
 MK0372'NO LONGER EXISTS.
 MK0372
 MK0372                          STATION RECOVERY (1965)
 MK0372
 MK0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0589 ***********************************************************************
 NM0589  DESIGNATION -  G 246
 NM0589  PID         -  NM0589
 NM0589  STATE/COUNTY-  NE/THURSTON
 NM0589  USGS QUAD   -  PENDER (1966)
 NM0589
 NM0589                         *CURRENT SURVEY CONTROL
 NM0589  ___________________________________________________________________
 NM0589* NAD 83(1986)-  42 05 06.     (N)    096 40 14.     (W)     SCALED    
 NM0589* NAVD 88     -       400.691  (meters)    1314.60   (feet)  ADJUSTED  
 NM0589  ___________________________________________________________________
 NM0589  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 NM0589  DYNAMIC HT  -         400.548 (meters)    1314.13  (feet)  COMP
 NM0589  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 NM0589
 NM0589  VERT ORDER  -  SECOND    CLASS 0
 NM0589
 NM0589.The horizontal coordinates were scaled from a topographic map and have
 NM0589.an estimated accuracy of +/- 6 seconds.
 NM0589
 NM0589.The orthometric height was determined by differential leveling
 NM0589.and adjusted by the National Geodetic Survey in June 1991..
 NM0589
 NM0589.The geoid height was determined by GEOID03.
 NM0589
 NM0589.The dynamic height is computed by dividing the NAVD 88
 NM0589.geopotential number by the normal gravity value computed on the
 NM0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0589.degrees latitude (g = 980.6199 gals.).
 NM0589
 NM0589.The modeled gravity was interpolated from observed gravity values.
 NM0589
 NM0589;                    North         East    Units  Estimated Accuracy
 NM0589;SPC NE       -   255,300.      775,330.      MT  (+/- 180 meters Scaled)
 NM0589
 NM0589                          SUPERSEDED SURVEY CONTROL
 NM0589
 NM0589  NGVD 29 (??/??/92)  400.536  (m)         1314.09   (f) ADJ UNCH    2 0
 NM0589
 NM0589.Superseded values are not recommended for survey control.
 NM0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0589.See file dsdata.txt to determine how the superseded data were derived.
 NM0589
 NM0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM926618(NAD 83)
 NM0589_MARKER: DB = BENCH MARK DISK
 NM0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0589_STAMPING: G 246 1947
 NM0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0589+STABILITY: SURFACE MOTION
 NM0589
 NM0589  HISTORY     - Date     Condition        Report By
 NM0589  HISTORY     - 1947     MONUMENTED       CGS
 NM0589  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0589
 NM0589                          STATION DESCRIPTION
 NM0589
 NM0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0589'2.7 MI SE FROM PENDER.
 NM0589'2.7 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0589'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION AT
 NM0589'PENDER, 0.15 MILE SOUTHEAST OF MILE POST SU.C. 44, 140.0 FEET
 NM0589'SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING ACROSS THE TRACK,
 NM0589'44.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 38.0
 NM0589'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 13.3 FEET SOUTHWEST
 NM0589'OF TELEPHONE POLE NO. 7, 6.8 FEET NORTHWEST OF THE SECOND
 NM0589'TELEPHONE POLE NORTHWEST OF POLE NO. 45/10, 2.5 FEET SOUTHEAST
 NM0589'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 6 FEET BELOW
 NM0589'THE TRACK AND ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 NM0589'PROJECTING 0.3 FOOT.
 NM0589
 NM0589                          STATION RECOVERY (1965)
 NM0589
 NM0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0429 ***********************************************************************
 MK0429  DESIGNATION -  G 247 RESET
 MK0429  PID         -  MK0429
 MK0429  STATE/COUNTY-  NE/WASHINGTON
 MK0429  USGS QUAD   -  ORUM (1969)
 MK0429
 MK0429                         *CURRENT SURVEY CONTROL
 MK0429  ___________________________________________________________________
 MK0429* NAD 83(1986)-  41 32 18.     (N)    096 19 42.     (W)     SCALED    
 MK0429* NAVD 88     -       373.84   (meters)    1226.5    (feet)  RESET     
 MK0429  ___________________________________________________________________
 MK0429  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 MK0429
 MK0429  VERT ORDER  -  THIRD
 MK0429
 MK0429.The horizontal coordinates were scaled from a topographic map and have
 MK0429.an estimated accuracy of +/- 6 seconds.
 MK0429
 MK0429.The orthometric height was computed from unverified reset data.
 MK0429
 MK0429.The geoid height was determined by GEOID03.
 MK0429
 MK0429;                    North         East    Units  Estimated Accuracy
 MK0429;SPC NE       -   195,800.      806,190.      MT  (+/- 180 meters Scaled)
 MK0429
 MK0429                          SUPERSEDED SURVEY CONTROL
 MK0429
 MK0429.No superseded survey control is available for this station.
 MK0429
 MK0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM228019(NAD 83)
 MK0429_MARKER: DB = BENCH MARK DISK
 MK0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0429_STAMPING: G 247 1947 RESET 1964
 MK0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0429+STABILITY: SURFACE MOTION
 MK0429
 MK0429  HISTORY     - Date     Condition        Report By
 MK0429  HISTORY     - 1964     MONUMENTED       BOR
 MK0429
 MK0429                          STATION DESCRIPTION
 MK0429
 MK0429'DESCRIBED BY US BUREAU OF RECLAMATION 1964
 MK0429'3.5 MI N FROM ORUM.
 MK0429'ABOUT 0.5 MILE SOUTH AND 3.0 MILES WEST ALONG STATE HIGHWAY 91
 MK0429'FROM THE SCHOOL AT ORUM, AT THE TOP OF A HILL, 50 FEET NORTH OF
 MK0429'THE CENTERLINE OF STATE HIGHWAY 91, 31.5 FEET WEST OF A FARM
 MK0429'DRIVE LEADING NORTH TO A HOUSE, 12 FEET SOUTH OF A PINE TREE, 173
 MK0429'FEET EAST AND 12 FEET NORTH OF THE ORIGINAL MARK, 1.0 FOOT SOUTH
 MK0429'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0543 ***********************************************************************
 NM0543  DESIGNATION -  G 248
 NM0543  PID         -  NM0543
 NM0543  STATE/COUNTY-  NE/THURSTON
 NM0543  USGS QUAD   -  WALTHILL SW (1966)
 NM0543
 NM0543                         *CURRENT SURVEY CONTROL
 NM0543  ___________________________________________________________________
 NM0543* NAD 83(1986)-  42 02 46.     (N)    096 28 57.     (W)     SCALED    
 NM0543* NAVD 88     -       410.071  (meters)    1345.37   (feet)  ADJUSTED  
 NM0543  ___________________________________________________________________
 NM0543  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 NM0543  DYNAMIC HT  -         409.922 (meters)    1344.89  (feet)  COMP
 NM0543  MODELED GRAV-     980,245.6   (mgal)                       NAVD 88
 NM0543
 NM0543  VERT ORDER  -  SECOND    CLASS 0
 NM0543
 NM0543.The horizontal coordinates were scaled from a topographic map and have
 NM0543.an estimated accuracy of +/- 6 seconds.
 NM0543
 NM0543.The orthometric height was determined by differential leveling
 NM0543.and adjusted by the National Geodetic Survey in June 1991..
 NM0543
 NM0543.The geoid height was determined by GEOID03.
 NM0543
 NM0543.The dynamic height is computed by dividing the NAVD 88
 NM0543.geopotential number by the normal gravity value computed on the
 NM0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0543.degrees latitude (g = 980.6199 gals.).
 NM0543
 NM0543.The modeled gravity was interpolated from observed gravity values.
 NM0543
 NM0543;                    North         East    Units  Estimated Accuracy
 NM0543;SPC NE       -   251,600.      791,050.      MT  (+/- 180 meters Scaled)
 NM0543
 NM0543                          SUPERSEDED SURVEY CONTROL
 NM0543
 NM0543  NGVD 29 (??/??/92)  409.914  (m)         1344.86   (f) ADJ UNCH    2 0
 NM0543
 NM0543.Superseded values are not recommended for survey control.
 NM0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0543.See file dsdata.txt to determine how the superseded data were derived.
 NM0543
 NM0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM083579(NAD 83)
 NM0543_MARKER: DB = BENCH MARK DISK
 NM0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0543_STAMPING: G 248 1947
 NM0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0543+STABILITY: SURFACE MOTION
 NM0543
 NM0543  HISTORY     - Date     Condition        Report By
 NM0543  HISTORY     - 1947     MONUMENTED       CGS
 NM0543
 NM0543                          STATION DESCRIPTION
 NM0543
 NM0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0543'2 MI SE FROM ROSALIE.
 NM0543'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0543'THENCE EAST 1.5 MILES ALONG A DIRT AND GRAVEL ROAD, AT A CROSS
 NM0543'ROAD, 88.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL METAL
 NM0543'BRIDGE, 59.3 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 46.7
 NM0543'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 92.2 FEET NORTHWEST
 NM0543'OF A POWER POLE, 1.0 FOOT NORTHEAST OF A BARBED WIRE FENCE, 2.0
 NM0543'FEET NORTHWEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP
 NM0543'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0465 ***********************************************************************
 MK0465  DESIGNATION -  G 249
 MK0465  PID         -  MK0465
 MK0465  STATE/COUNTY-  NE/BURT
 MK0465  USGS QUAD   -  LYONS (1966)
 MK0465
 MK0465                         *CURRENT SURVEY CONTROL
 MK0465  ___________________________________________________________________
 MK0465* NAD 83(1986)-  41 57 33.     (N)    096 24 17.     (W)     SCALED    
 MK0465* NAVD 88     -       384.788  (meters)    1262.43   (feet)  ADJUSTED  
 MK0465  ___________________________________________________________________
 MK0465  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 MK0465  DYNAMIC HT  -         384.649 (meters)    1261.97  (feet)  COMP
 MK0465  MODELED GRAV-     980,250.5   (mgal)                       NAVD 88
 MK0465
 MK0465  VERT ORDER  -  SECOND    CLASS 0
 MK0465
 MK0465.The horizontal coordinates were scaled from a topographic map and have
 MK0465.an estimated accuracy of +/- 6 seconds.
 MK0465
 MK0465.The orthometric height was determined by differential leveling
 MK0465.and adjusted by the National Geodetic Survey in June 1991..
 MK0465
 MK0465.The geoid height was determined by GEOID03.
 MK0465
 MK0465.The dynamic height is computed by dividing the NAVD 88
 MK0465.geopotential number by the normal gravity value computed on the
 MK0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0465.degrees latitude (g = 980.6199 gals.).
 MK0465
 MK0465.The modeled gravity was interpolated from observed gravity values.
 MK0465
 MK0465;                    North         East    Units  Estimated Accuracy
 MK0465;SPC NE       -   242,220.      797,880.      MT  (+/- 180 meters Scaled)
 MK0465
 MK0465                          SUPERSEDED SURVEY CONTROL
 MK0465
 MK0465  NGVD 29 (??/??/92)  384.639  (m)         1261.94   (f) ADJ UNCH    2 0
 MK0465
 MK0465.Superseded values are not recommended for survey control.
 MK0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0465.See file dsdata.txt to determine how the superseded data were derived.
 MK0465
 MK0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM150485(NAD 83)
 MK0465_MARKER: DB = BENCH MARK DISK
 MK0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0465_STAMPING: G 249 1947
 MK0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0465+STABILITY: SURFACE MOTION
 MK0465
 MK0465  HISTORY     - Date     Condition        Report By
 MK0465  HISTORY     - 1947     MONUMENTED       CGS
 MK0465
 MK0465                          STATION DESCRIPTION
 MK0465
 MK0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0465'4.5 MI NE FROM LYONS.
 MK0465'3.0 MILES EAST ALONG STATE HIGHWAY NO. 118 FROM THE JUNCTION WITH
 MK0465'U.S. HIGHWAY 77 AT LYONS, THENCE NORTH 1.5 MILES ALONG A GRAVEL
 MK0465'ROAD, AT A DIRT CROSSROAD AND A FARM HOUSE, 42.8 FEET EAST OF THE
 MK0465'CENTER LINE OF THE NORTH-SOUTH ROAD, 31.3 FEET NORTH OF THE
 MK0465'CENTER LINE OF THE EAST-WEST ROAD, 11.6 FEET EAST OF A FENCE
 MK0465'CORNER, 8.0 FEET SOUTHWEST OF A CATALPHA TREE 18-INCHES IN
 MK0465'DIAMETER, 6.2 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT SOUTH OF A
 MK0465'BARBED WIRE FENCE, 2.0 FEET WEST OF A 4 X 4 MARKER POST, SET IN
 MK0465'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0736 ***********************************************************************
 LH0736  DESIGNATION -  G 25
 LH0736  PID         -  LH0736
 LH0736  STATE/COUNTY-  NE/FURNAS
 LH0736  USGS QUAD   -  BEAVER CITY SW (1957)
 LH0736
 LH0736                         *CURRENT SURVEY CONTROL
 LH0736  ___________________________________________________________________
 LH0736* NAD 83(1986)-  40 01 12.     (N)    099 53 25.     (W)     SCALED    
 LH0736* NAVD 88     -       706.965  (meters)    2319.43   (feet)  ADJUSTED  
 LH0736  ___________________________________________________________________
 LH0736  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 LH0736  DYNAMIC HT  -         706.509 (meters)    2317.94  (feet)  COMP
 LH0736  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 LH0736
 LH0736  VERT ORDER  -  FIRST     CLASS II
 LH0736
 LH0736.The horizontal coordinates were scaled from a topographic map and have
 LH0736.an estimated accuracy of +/- 6 seconds.
 LH0736
 LH0736.The orthometric height was determined by differential leveling
 LH0736.and adjusted by the National Geodetic Survey in June 1991..
 LH0736
 LH0736.The geoid height was determined by GEOID03.
 LH0736
 LH0736.The dynamic height is computed by dividing the NAVD 88
 LH0736.geopotential number by the normal gravity value computed on the
 LH0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0736.degrees latitude (g = 980.6199 gals.).
 LH0736
 LH0736.The modeled gravity was interpolated from observed gravity values.
 LH0736
 LH0736;                    North         East    Units  Estimated Accuracy
 LH0736;SPC NE       -    20,730.      509,370.      MT  (+/- 180 meters Scaled)
 LH0736
 LH0736                          SUPERSEDED SURVEY CONTROL
 LH0736
 LH0736  NGVD 29 (??/??/92)  706.694  (m)         2318.55   (f) ADJ UNCH    1 2
 LH0736
 LH0736.Superseded values are not recommended for survey control.
 LH0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0736.See file dsdata.txt to determine how the superseded data were derived.
 LH0736
 LH0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240303(NAD 83)
 LH0736_MARKER: DB = BENCH MARK DISK
 LH0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0736_STAMPING: G-25--1933
 LH0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0736+STABILITY: SURFACE MOTION
 LH0736
 LH0736  HISTORY     - Date     Condition        Report By
 LH0736  HISTORY     - 1933     MONUMENTED       CGS
 LH0736  HISTORY     - 1957     MARK NOT FOUND   USGS
 LH0736
 LH0736                          STATION DESCRIPTION
 LH0736
 LH0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0736'13 MI N FROM NORTON.
 LH0736'LOCATED 13 MILES NORTH OF THE COUNTY COURT HOUSE AT NORTON,
 LH0736'130 YARDS SOUTH OF ENTRANCE DRIVE TO GEO. SAATHOFF FARM HOUSE,
 LH0736'29 FT. EAST OF CENTER OF HIGHWAY AT FENCE CORNER.  STANDARD
 LH0736'TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
 LH0736
 LH0736                          STATION RECOVERY (1957)
 LH0736
 LH0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LH0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0737 ***********************************************************************
 LH0737  DESIGNATION -  G 25 RESET
 LH0737  PID         -  LH0737
 LH0737  STATE/COUNTY-  NE/FURNAS
 LH0737  USGS QUAD   -  BEAVER CITY SW (1957)
 LH0737
 LH0737                         *CURRENT SURVEY CONTROL
 LH0737  ___________________________________________________________________
 LH0737* NAD 83(1986)-  40 01 12.     (N)    099 53 26.     (W)     SCALED    
 LH0737* NAVD 88     -       706.802  (meters)    2318.90   (feet)  ADJUSTED  
 LH0737  ___________________________________________________________________
 LH0737  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 LH0737  DYNAMIC HT  -         706.346 (meters)    2317.40  (feet)  COMP
 LH0737  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 LH0737
 LH0737  VERT ORDER  -  FIRST     CLASS II
 LH0737
 LH0737.The horizontal coordinates were scaled from a topographic map and have
 LH0737.an estimated accuracy of +/- 6 seconds.
 LH0737
 LH0737.The orthometric height was determined by differential leveling
 LH0737.and adjusted by the National Geodetic Survey in June 1991..
 LH0737
 LH0737.The geoid height was determined by GEOID03.
 LH0737
 LH0737.The dynamic height is computed by dividing the NAVD 88
 LH0737.geopotential number by the normal gravity value computed on the
 LH0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0737.degrees latitude (g = 980.6199 gals.).
 LH0737
 LH0737.The modeled gravity was interpolated from observed gravity values.
 LH0737
 LH0737;                    North         East    Units  Estimated Accuracy
 LH0737;SPC NE       -    20,730.      509,340.      MT  (+/- 180 meters Scaled)
 LH0737
 LH0737                          SUPERSEDED SURVEY CONTROL
 LH0737
 LH0737  NGVD 29 (02/14/92)  706.529  (m)         2318.00   (f) ADJUSTED    1 2
 LH0737
 LH0737.Superseded values are not recommended for survey control.
 LH0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0737.See file dsdata.txt to determine how the superseded data were derived.
 LH0737
 LH0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240303(NAD 83)
 LH0737_MARKER: DB = BENCH MARK DISK
 LH0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0737_SP_SET: CONCRETE POST
 LH0737_STAMPING: G 25 RESET 1959
 LH0737_MARK LOGO: CGS   
 LH0737_PROJECTION: PROJECTING 5 CENTIMETERS
 LH0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0737+STABILITY: SURFACE MOTION
 LH0737
 LH0737  HISTORY     - Date     Condition        Report By
 LH0737  HISTORY     - 1959     MONUMENTED       NEDR
 LH0737  HISTORY     - 1986     GOOD             NGS
 LH0737
 LH0737                          STATION DESCRIPTION
 LH0737
 LH0737'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 LH0737'13 MI N FROM NORTON.
 LH0737'ABOUT 13 MILES NORTH ALONG U.S. HIGHWAY 283 FROM THE COUNTY
 LH0737'COURTHOUSE AT NORTON, ABOUT 130 YARDS SOUTH OF THE ENTRANCE
 LH0737'DRIVE TO GEORGE SAATHOFFS FARMHOUSE, AND 97 FEET EAST OF THE
 LH0737'CENTERLINE OF THE HIGHWAY AT STATION 410+13.
 LH0737
 LH0737                          STATION RECOVERY (1986)
 LH0737
 LH0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0737'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  32.2 KM (20.1
 LH0737'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0737'34 AT ARAPAHOE, 1.95 KM (1.23 MI) NORTH OF THE KANSAS-NEBRASKA STATE
 LH0737'LINE, 0.35 KM (0.2 MI) NORTH OF MILEPOST 1, 29.9 METERS (98 FT) EAST
 LH0737'OF THE HIGHWAY CENTERLINE, 44.2 METERS (145 FT) SOUTH OF THE SOUTH END
 LH0737'OF A WIRE GATE, 26.0 METERS (85.5 FT) NORTH OF A 9-INCH EVERGREEN
 LH0737'TREE, 15.2 METERS (50 FT) SOUTH OF A POWER POLE WITH A TRANSFORMER AND
 LH0737'METER BOX AND 3.8 METERS (12.5 FT) EAST OF THE RIGHT OF WAY FENCE.
 LH0737'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0737'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0261 ***********************************************************************
 LH0261  DESIGNATION -  G 250
 LH0261  PID         -  LH0261
 LH0261  STATE/COUNTY-  NE/WEBSTER
 LH0261  USGS QUAD   -  BLUE HILL (1969)
 LH0261
 LH0261                         *CURRENT SURVEY CONTROL
 LH0261  ___________________________________________________________________
 LH0261* NAD 83(1995)-  40 16 39.01321(N)    098 26 54.60496(W)     ADJUSTED  
 LH0261* NAVD 88     -       606.734  (meters)    1990.59   (feet)  ADJUSTED  
 LH0261  ___________________________________________________________________
 LH0261  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 LH0261  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 LH0261  DYNAMIC HT  -         606.366 (meters)    1989.39  (feet)  COMP
 LH0261  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 LH0261
 LH0261  HORZ ORDER  -  SECOND
 LH0261  VERT ORDER  -  FIRST     CLASS II
 LH0261
 LH0261.The horizontal coordinates were established by classical geodetic methods
 LH0261.and adjusted by the National Geodetic Survey in August 1997..
 LH0261
 LH0261.The orthometric height was determined by differential leveling
 LH0261.and adjusted by the National Geodetic Survey in June 1991..
 LH0261
 LH0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0261
 LH0261.The geoid height was determined by GEOID03.
 LH0261
 LH0261.The dynamic height is computed by dividing the NAVD 88
 LH0261.geopotential number by the normal gravity value computed on the
 LH0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0261.degrees latitude (g = 980.6199 gals.).
 LH0261
 LH0261.The modeled gravity was interpolated from observed gravity values.
 LH0261
 LH0261;                    North         East     Units Scale Factor Converg.
 LH0261;SPC NE       -    50,501.432   631,928.459   MT  0.99988607   +1 01 41.4
 LH0261;UTM  14      - 4,458,704.031   546,884.758   MT  0.99962706   +0 21 23.6
 LH0261
 LH0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0261!SPC NE       -   0.99990888  x   0.99988607  =   0.99979496
 LH0261!UTM  14      -   0.99990888  x   0.99962706  =   0.99953597
 LH0261
 LH0261                          SUPERSEDED SURVEY CONTROL
 LH0261
 LH0261  NAD 83(1986)-  40 16 39.02064(N)    098 26 54.60402(W) AD(       ) 2
 LH0261  NAD 27      -  40 16 38.97794(N)    098 26 53.40028(W) AD(       ) 2
 LH0261  NGVD 29 (??/??/92)  606.502  (m)         1989.83   (f) ADJ UNCH    1 2
 LH0261
 LH0261.Superseded values are not recommended for survey control.
 LH0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0261.See file dsdata.txt to determine how the superseded data were derived.
 LH0261
 LH0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4688558704(NAD 83)
 LH0261_MARKER: DB = BENCH MARK DISK
 LH0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0261_STAMPING: G 250 1947
 LH0261_MARK LOGO: CGS   
 LH0261_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0261+STABILITY: SURFACE MOTION
 LH0261
 LH0261  HISTORY     - Date     Condition        Report By
 LH0261  HISTORY     - 1947     MONUMENTED       CGS
 LH0261  HISTORY     - 1966     GOOD             CGS
 LH0261  HISTORY     - 1966     GOOD             NGS
 LH0261  HISTORY     - 1981     MARK NOT FOUND   NGS
 LH0261  HISTORY     - 20010731 GOOD             NEDR
 LH0261
 LH0261                          STATION DESCRIPTION
 LH0261
 LH0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0261'3.9 MI S FROM BLUE HILL.
 LH0261'3.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0261'FROM THE STATION AT BLUE HILL, AT A ROAD CROSSING, 255.2 FEET
 LH0261'WEST OF THE WEST RAIL (MEASURED FROM WEST RAIL AT THE CENTER
 LH0261'OF THE CROSSING), 36.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 LH0261'AND 2 FEET HIGHER, 34.2 FEET WEST OF THE WEST END OF A WIRE
 LH0261'GATE AT AN ENTRANCE TO A FIELD, 3.0 FEET WEST OF A REFERENCE
 LH0261'POST, 1.0 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 LH0261'POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LH0261
 LH0261                          STATION RECOVERY (1966)
 LH0261
 LH0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 LH0261'3.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0261'FROM THE STATION AT BLUE HILL, AT A ROAD CROSSING, 255.2 FEET WEST
 LH0261'OF THE WEST RAIL (MEASURED FROM WEST RAIL AT THE CENTER OF THE
 LH0261'CROSSING), 36.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 2 FEET
 LH0261'HIGHER, 34.2 FEET WEST OF THE WEST END OF A WIRE GATE AT AN
 LH0261'ENTRANCE TO A FIELD, 3.0 FEET WEST OF A REFERENCE POST, 1.0 FOOT
 LH0261'NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 LH0261'0.3 FOOT ABOVE THE GROUND.
 LH0261
 LH0261                          STATION RECOVERY (1966)
 LH0261
 LH0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LH0261'RECOVERED IN GOOD CONDITION.
 LH0261
 LH0261                          STATION RECOVERY (1981)
 LH0261
 LH0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0261'THERE WAS A DEAD STEEP AT THE SITE WHICH HAMPERED THE SEARCH.
 LH0261
 LH0261                          STATION RECOVERY (2001)
 LH0261
 LH0261'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (LB)
 LH0261'RECOVERED IN GOOD CONDITION.  NOTE-FROM THE CROSSROADS OF EAST
 LH0261'JUNCTION OF HIGHWAY 4 AND HIGHWAY 281 PROCEED GOING SOUTH DOWN GRAVEL
 LH0261'COUNTY ROAD 1.0 MILE (1.6 KM) TO A CROSSROADS.  THEN TURN RIGHT GOING
 LH0261'WEST DOWN DIRT COUNTY ROAD 1225 FEET (373.4 M) OR 0.23 MILES (0.37 KM)
 LH0261'TO THE BENCH MARK.  BM IS 47.2 FEET (14.4 M) WEST OF CENTERLINE
 LH0261'SOUTHBOUND PASTURE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0195 ***********************************************************************
 LH0195  DESIGNATION -  G 251
 LH0195  PID         -  LH0195
 LH0195  STATE/COUNTY-  NE/NUCKOLLS
 LH0195  USGS QUAD   -  SUPERIOR (1983)
 LH0195
 LH0195                         *CURRENT SURVEY CONTROL
 LH0195  ___________________________________________________________________
 LH0195* NAD 83(1986)-  40 01 12.     (N)    098 04 06.     (W)     SCALED    
 LH0195* NAVD 88     -       486.932  (meters)    1597.54   (feet)  ADJUSTED  
 LH0195  ___________________________________________________________________
 LH0195  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 LH0195  DYNAMIC HT  -         486.647 (meters)    1596.61  (feet)  COMP
 LH0195  MODELED GRAV-     980,025.6   (mgal)                       NAVD 88
 LH0195
 LH0195  VERT ORDER  -  FIRST     CLASS II
 LH0195
 LH0195.The horizontal coordinates were scaled from a topographic map and have
 LH0195.an estimated accuracy of +/- 6 seconds.
 LH0195
 LH0195.The orthometric height was determined by differential leveling
 LH0195.and adjusted by the National Geodetic Survey in June 1991..
 LH0195
 LH0195.The geoid height was determined by GEOID03.
 LH0195
 LH0195.The dynamic height is computed by dividing the NAVD 88
 LH0195.geopotential number by the normal gravity value computed on the
 LH0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0195.degrees latitude (g = 980.6199 gals.).
 LH0195
 LH0195.The modeled gravity was interpolated from observed gravity values.
 LH0195
 LH0195;                    North         East    Units  Estimated Accuracy
 LH0195;SPC NE       -    22,570.      664,890.      MT  (+/- 180 meters Scaled)
 LH0195
 LH0195                          SUPERSEDED SURVEY CONTROL
 LH0195
 LH0195  NGVD 29 (??/??/92)  486.756  (m)         1596.97   (f) ADJ UNCH    1 2
 LH0195
 LH0195.Superseded values are not recommended for survey control.
 LH0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0195.See file dsdata.txt to determine how the superseded data were derived.
 LH0195
 LH0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK795303(NAD 83)
 LH0195_MARKER: DB = BENCH MARK DISK
 LH0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0195_SP_SET: BUILDING
 LH0195_STAMPING: G 251 1947
 LH0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0195+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 LH0195
 LH0195  HISTORY     - Date     Condition        Report By
 LH0195  HISTORY     - 1947     MONUMENTED       CGS
 LH0195  HISTORY     - 20060517 GOOD             INDIV
 LH0195
 LH0195                          STATION DESCRIPTION
 LH0195
 LH0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0195'AT SUPERIOR.
 LH0195'AT SUPERIOR, AT THE CITY AUDITORIUM, IN THE WEST WALL AT THE
 LH0195'NORTHWEST CORNER OF THE BUILDING, 1.2 FEET ABOVE THE SIDE WALK,
 LH0195'0.7 FOOT SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, SET
 LH0195'VERTICALLY IN THE WEST WALL OF THE BUILDING.
 LH0195
 LH0195                          STATION RECOVERY (2006)
 LH0195
 LH0195'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MJG)
 LH0195'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0317 ***********************************************************************
 LH0317  DESIGNATION -  G 252
 LH0317  PID         -  LH0317
 LH0317  STATE/COUNTY-  NE/ADAMS
 LH0317  USGS QUAD   -  AYR (1969)
 LH0317
 LH0317                         *CURRENT SURVEY CONTROL
 LH0317  ___________________________________________________________________
 LH0317* NAD 83(1986)-  40 28 18.     (N)    098 29 52.     (W)     SCALED    
 LH0317* NAVD 88     -       583.692  (meters)    1915.00   (feet)  ADJUSTED  
 LH0317  ___________________________________________________________________
 LH0317  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 LH0317  DYNAMIC HT  -         583.360 (meters)    1913.91  (feet)  COMP
 LH0317  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 LH0317
 LH0317  VERT ORDER  -  FIRST     CLASS II
 LH0317
 LH0317.The horizontal coordinates were scaled from a topographic map and have
 LH0317.an estimated accuracy of +/- 6 seconds.
 LH0317
 LH0317.The orthometric height was determined by differential leveling
 LH0317.and adjusted by the National Geodetic Survey in June 1991..
 LH0317
 LH0317.The geoid height was determined by GEOID03.
 LH0317
 LH0317.The dynamic height is computed by dividing the NAVD 88
 LH0317.geopotential number by the normal gravity value computed on the
 LH0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0317.degrees latitude (g = 980.6199 gals.).
 LH0317
 LH0317.The modeled gravity was interpolated from observed gravity values.
 LH0317
 LH0317;                    North         East    Units  Estimated Accuracy
 LH0317;SPC NE       -    71,980.      627,360.      MT  (+/- 180 meters Scaled)
 LH0317
 LH0317                          SUPERSEDED SURVEY CONTROL
 LH0317
 LH0317  NGVD 29 (??/??/92)  583.463  (m)         1914.24   (f) ADJ UNCH    1 2
 LH0317
 LH0317.Superseded values are not recommended for survey control.
 LH0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0317.See file dsdata.txt to determine how the superseded data were derived.
 LH0317
 LH0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK425802(NAD 83)
 LH0317_MARKER: DB = BENCH MARK DISK
 LH0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0317_STAMPING: G 252 1947
 LH0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0317+STABILITY: SURFACE MOTION
 LH0317
 LH0317  HISTORY     - Date     Condition        Report By
 LH0317  HISTORY     - 1947     MONUMENTED       CGS
 LH0317
 LH0317                          STATION DESCRIPTION
 LH0317
 LH0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0317'3.2 MI E FROM ROSELAND.
 LH0317'3.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0317'BRANCH LINE FROM THE STATION AT ROSELAND, ABOUT 400 FEET WEST
 LH0317'OF A ROAD CROSSING, ON THE EAST SLOPE OF A SMALL CUT, 46.5 FEET
 LH0317'NORTH OF THE NORTH RAIL OF THE TRACK, 1.3 FEET SOUTH OF A FENCE,
 LH0317'1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0317'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0764 ***********************************************************************
 MJ0764  DESIGNATION -  G 253
 MJ0764  PID         -  MJ0764
 MJ0764  STATE/COUNTY-  NE/DOUGLAS
 MJ0764  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0764
 MJ0764                         *CURRENT SURVEY CONTROL
 MJ0764  ___________________________________________________________________
 MJ0764* NAD 83(1986)-  41 19 50.     (N)    095 57 05.     (W)     SCALED    
 MJ0764* NAVD 88     -       314.866  (meters)    1033.02   (feet)  ADJUSTED  
 MJ0764  ___________________________________________________________________
 MJ0764  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 MJ0764  DYNAMIC HT  -         314.731 (meters)    1032.58  (feet)  COMP
 MJ0764  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 MJ0764
 MJ0764  VERT ORDER  -  SECOND    CLASS 0
 MJ0764
 MJ0764.The horizontal coordinates were scaled from a topographic map and have
 MJ0764.an estimated accuracy of +/- 6 seconds.
 MJ0764
 MJ0764.The orthometric height was determined by differential leveling
 MJ0764.and adjusted by the National Geodetic Survey in June 1991..
 MJ0764
 MJ0764.The geoid height was determined by GEOID03.
 MJ0764
 MJ0764.The dynamic height is computed by dividing the NAVD 88
 MJ0764.geopotential number by the normal gravity value computed on the
 MJ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0764.degrees latitude (g = 980.6199 gals.).
 MJ0764
 MJ0764.The modeled gravity was interpolated from observed gravity values.
 MJ0764
 MJ0764;                    North         East    Units  Estimated Accuracy
 MJ0764;SPC NE       -   174,160.      838,690.      MT  (+/- 180 meters Scaled)
 MJ0764
 MJ0764                          SUPERSEDED SURVEY CONTROL
 MJ0764
 MJ0764  NGVD 29 (??/??/92)  314.736  (m)         1032.60   (f) ADJ UNCH    2 0
 MJ0764
 MJ0764.Superseded values are not recommended for survey control.
 MJ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0764.See file dsdata.txt to determine how the superseded data were derived.
 MJ0764
 MJ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF530796(NAD 83)
 MJ0764_MARKER: DB = BENCH MARK DISK
 MJ0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0764_STAMPING: G 253 1947
 MJ0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0764+STABILITY: SURFACE MOTION
 MJ0764
 MJ0764  HISTORY     - Date     Condition        Report By
 MJ0764  HISTORY     - 1947     MONUMENTED       CGS
 MJ0764  HISTORY     - 19890801 MARK NOT FOUND   NGS
 MJ0764
 MJ0764                          STATION DESCRIPTION
 MJ0764
 MJ0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0764'AT OMAHA.
 MJ0764'AT OMAHA, AT THE INTERSECTION OF CRAIG AVENUE AND JOHN J. PERSHING
 MJ0764'DRIVE (ALSO KNOWN AS RIVER DRIVE), 79 FEET SOUTHEAST OF THE
 MJ0764'CENTER LINE OF CRAIG AVENUE, 57 FEET SOUTHEAST OF A POWER POLE
 MJ0764'SERVING AS A STREET MARKER POST, 26 FEET SOUTHWEST OF AND 1 FOOT
 MJ0764'HIGHER THAN THE CENTER LINE OF JOHN J. PERSHING DRIVE, IN LINE
 MJ0764'WITH A ROW OF TREES AND 6.4 FEET NORTHWEST OF THE LAST TREE
 MJ0764'(A 4-INCH ELM) AT THE NORTHWEST END OF THE ROW, SET IN THE
 MJ0764'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MJ0764
 MJ0764                          STATION RECOVERY (1989)
 MJ0764
 MJ0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0677 ***********************************************************************
 MJ0677  DESIGNATION -  G 254
 MJ0677  PID         -  MJ0677
 MJ0677  STATE/COUNTY-  NE/DOUGLAS
 MJ0677  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0677
 MJ0677                         *CURRENT SURVEY CONTROL
 MJ0677  ___________________________________________________________________
 MJ0677* NAD 83(1986)-  41 15 56.     (N)    095 59 47.     (W)     SCALED    
 MJ0677* NAVD 88     -       345.904  (meters)    1134.85   (feet)  ADJUSTED  
 MJ0677  ___________________________________________________________________
 MJ0677  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MJ0677  DYNAMIC HT  -         345.755 (meters)    1134.36  (feet)  COMP
 MJ0677  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 MJ0677
 MJ0677  VERT ORDER  -  FIRST     CLASS II
 MJ0677
 MJ0677.The horizontal coordinates were scaled from a topographic map and have
 MJ0677.an estimated accuracy of +/- 6 seconds.
 MJ0677
 MJ0677.The orthometric height was determined by differential leveling
 MJ0677.and adjusted by the National Geodetic Survey in June 1991..
 MJ0677
 MJ0677.The geoid height was determined by GEOID03.
 MJ0677
 MJ0677.The dynamic height is computed by dividing the NAVD 88
 MJ0677.geopotential number by the normal gravity value computed on the
 MJ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0677.degrees latitude (g = 980.6199 gals.).
 MJ0677
 MJ0677.The modeled gravity was interpolated from observed gravity values.
 MJ0677
 MJ0677;                    North         East    Units  Estimated Accuracy
 MJ0677;SPC NE       -   166,780.      835,260.      MT  (+/- 180 meters Scaled)
 MJ0677
 MJ0677                          SUPERSEDED SURVEY CONTROL
 MJ0677
 MJ0677  NGVD 29 (??/??/92)  345.779  (m)         1134.44   (f) ADJ UNCH    1 2
 MJ0677
 MJ0677.Superseded values are not recommended for survey control.
 MJ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0677.See file dsdata.txt to determine how the superseded data were derived.
 MJ0677
 MJ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF489725(NAD 83)
 MJ0677_MARKER: DB = BENCH MARK DISK
 MJ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0677_STAMPING: G 254 1947
 MJ0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0677+STABILITY: SURFACE MOTION
 MJ0677
 MJ0677  HISTORY     - Date     Condition        Report By
 MJ0677  HISTORY     - 1947     MONUMENTED       CGS
 MJ0677  HISTORY     - 1976     GOOD             LOCSUR
 MJ0677
 MJ0677                          STATION DESCRIPTION
 MJ0677
 MJ0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0677'AT OMAHA.
 MJ0677'AT OMAHA, AT THE JUNCTION OF HAPPY HOLLOW BLVD AND UNDERWOOD
 MJ0677'AVENUE, 69.4 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK ALONG
 MJ0677'THE NORTH SIDE OF UNDERWOOD AVENUE, 7.7 FEET WEST OF THE WEST
 MJ0677'CURB OF THE EAST LANE OF HAPPY HOLLOW BLVD, IN LINE WITH A ROW
 MJ0677'OF ELM TREES AND MIDWAY BETWEEN THE THIRD AND FOURTH TREES
 MJ0677'NORTH OF UNDERWOOD AVENUE, 5.0 FEET NORTH OF THE JUNCTION OF
 MJ0677'LINES ON TOP OF A 1 FOOT SQUARE CONCRETE REFERENCE BLOCK WHICH
 MJ0677'IS SET FLUSH WITH THE GROUND AND WHICH HAS USBM 5 AND A LINE
 MJ0677'POINTING TOWARDS THE BENCH MARK STENCILED ON TOP, SET IN THE TOP
 MJ0677'OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
 MJ0677
 MJ0677                          STATION RECOVERY (1976)
 MJ0677
 MJ0677'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0926 ***********************************************************************
 MJ0926  DESIGNATION -  G 255
 MJ0926  PID         -  MJ0926
 MJ0926  STATE/COUNTY-  NE/DOUGLAS
 MJ0926  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0926
 MJ0926                         *CURRENT SURVEY CONTROL
 MJ0926  ___________________________________________________________________
 MJ0926* NAD 83(1986)-  41 17 05.     (N)    095 54 25.     (W)     SCALED    
 MJ0926* NAVD 88     -       300.481  (meters)     985.83   (feet)  ADJUSTED  
 MJ0926  ___________________________________________________________________
 MJ0926  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MJ0926  DYNAMIC HT  -         300.356 (meters)     985.42  (feet)  COMP
 MJ0926  MODELED GRAV-     980,198.2   (mgal)                       NAVD 88
 MJ0926
 MJ0926  VERT ORDER  -  FIRST     CLASS II
 MJ0926
 MJ0926.The horizontal coordinates were scaled from a topographic map and have
 MJ0926.an estimated accuracy of +/- 6 seconds.
 MJ0926
 MJ0926.The orthometric height was determined by differential leveling
 MJ0926.and adjusted by the National Geodetic Survey in June 1991..
 MJ0926.WARNING-Repeat measurements at this control monument indicate possible
 MJ0926.vertical movement.
 MJ0926
 MJ0926.The geoid height was determined by GEOID03.
 MJ0926
 MJ0926.The dynamic height is computed by dividing the NAVD 88
 MJ0926.geopotential number by the normal gravity value computed on the
 MJ0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0926.degrees latitude (g = 980.6199 gals.).
 MJ0926
 MJ0926.The modeled gravity was interpolated from observed gravity values.
 MJ0926
 MJ0926;                    North         East    Units  Estimated Accuracy
 MJ0926;SPC NE       -   169,250.      842,640.      MT  (+/- 180 meters Scaled)
 MJ0926
 MJ0926                          SUPERSEDED SURVEY CONTROL
 MJ0926
 MJ0926  NGVD 29 (??/??/92)  300.382  (m)          985.50   (f) ADJ UNCH    1 2
 MJ0926
 MJ0926.Superseded values are not recommended for survey control.
 MJ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0926.See file dsdata.txt to determine how the superseded data were derived.
 MJ0926
 MJ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF565744(NAD 83)
 MJ0926_MARKER: DB = BENCH MARK DISK
 MJ0926_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MJ0926_SP_SET: FOUNDATION
 MJ0926_STAMPING: G 255 1947
 MJ0926_MARK LOGO: CGS   
 MJ0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0926+STABILITY: SURFACE MOTION
 MJ0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0926+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1989
 MJ0926
 MJ0926  HISTORY     - Date     Condition        Report By
 MJ0926  HISTORY     - 1947     MONUMENTED       CGS
 MJ0926  HISTORY     - 1976     GOOD             LOCSUR
 MJ0926  HISTORY     - 19890829 GOOD             NGS
 MJ0926
 MJ0926                          STATION DESCRIPTION
 MJ0926
 MJ0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0926'AT OMAHA.
 MJ0926'AT OMAHA, IN THE EAST PART OF THE CITY, SOUTHWEST OF THE INTERSECTION
 MJ0926'OF LOCUST STREET AND 18TH STREET, IN THE NORTH WALL OF A BUILDING
 MJ0926'OCCUPIED BY THE AIRPORT GARAGE AND PARTS COMPANY, 1.0 FOOT EAST
 MJ0926'OF THE NORTHWEST CORNER OF THE BUILDING, SET VERTICALLY 4 FEET
 MJ0926'ABOVE THE GROUND.
 MJ0926
 MJ0926                          STATION RECOVERY (1976)
 MJ0926
 MJ0926'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0926'RECOVERED IN GOOD CONDITION.
 MJ0926
 MJ0926                          STATION RECOVERY (1989)
 MJ0926
 MJ0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0926'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION,
 MJ0926'CHANGE--AIRPORT GARAGE AND PARTS COMPANY, TO BUDGET RENT-A-CAR.
 MJ0926'ADD--AT 1755 EAST LOCUST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1028 ***********************************************************************
 LF1028  DESIGNATION -  G 256
 LF1028  PID         -  LF1028
 LF1028  STATE/COUNTY-  NE/CASS
 LF1028  USGS QUAD   -  ROCK BLUFF (1984)
 LF1028
 LF1028                         *CURRENT SURVEY CONTROL
 LF1028  ___________________________________________________________________
 LF1028* NAD 83(1986)-  40 56 38.     (N)    095 52 06.     (W)     SCALED    
 LF1028* NAVD 88     -       318.455  (meters)    1044.80   (feet)  ADJUSTED  
 LF1028  ___________________________________________________________________
 LF1028  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 LF1028  DYNAMIC HT  -         318.319 (meters)    1044.35  (feet)  COMP
 LF1028  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 LF1028
 LF1028  VERT ORDER  -  SECOND    CLASS 0
 LF1028
 LF1028.The horizontal coordinates were scaled from a topographic map and have
 LF1028.an estimated accuracy of +/- 6 seconds.
 LF1028
 LF1028.The orthometric height was determined by differential leveling
 LF1028.and adjusted by the National Geodetic Survey in June 1991..
 LF1028
 LF1028.The geoid height was determined by GEOID03.
 LF1028
 LF1028.The dynamic height is computed by dividing the NAVD 88
 LF1028.geopotential number by the normal gravity value computed on the
 LF1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1028.degrees latitude (g = 980.6199 gals.).
 LF1028
 LF1028.The modeled gravity was interpolated from observed gravity values.
 LF1028
 LF1028;                    North         East    Units  Estimated Accuracy
 LF1028;SPC NE       -   131,610.      847,680.      MT  (+/- 180 meters Scaled)
 LF1028
 LF1028                          SUPERSEDED SURVEY CONTROL
 LF1028
 LF1028  NGVD 29 (??/??/92)  318.354  (m)         1044.47   (f) ADJ UNCH    2 0
 LF1028
 LF1028.Superseded values are not recommended for survey control.
 LF1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1028.See file dsdata.txt to determine how the superseded data were derived.
 LF1028
 LF1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF585364(NAD 83)
 LF1028_MARKER: DB = BENCH MARK DISK
 LF1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1028_STAMPING: G 256 1947
 LF1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1028+STABILITY: SURFACE MOTION
 LF1028
 LF1028  HISTORY     - Date     Condition        Report By
 LF1028  HISTORY     - 1947     MONUMENTED       CGS
 LF1028
 LF1028                          STATION DESCRIPTION
 LF1028
 LF1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1028'5.3 MI S FROM PLATTSMOUTH.
 LF1028'2 BLOCKS WEST ALONG MAIN STREET FROM THE COURTHOUSE AT PLATTSMOUTH,
 LF1028'THENCE 0.5 MILE SOUTH ALONG A PAVED STREET, THENCE 0.4 MILE
 LF1028'SOUTH ALONG A GRADED DIRT STREET, THENCE 0.2 MILE EAST ALONG
 LF1028'A GRADED DIRT STREET, THENCE 1.2 MILES SOUTHEAST ALONG A GRADED
 LF1028'DIRT ROAD, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 LF1028'1.6 MILES SOUTH ALONG A GRAVELED ROAD, 71.5 FEET NORTHEAST
 LF1028'OF THE NORTHEAST CORNER OF A HOUSE ON THE WEST SIDE OF THE
 LF1028'ROAD, 39.0 FEET NORTH OF A YARD GATE, 27.0 FEET WEST OF AND
 LF1028'2.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 14.0 FEET
 LF1028'SOUTH OF A FENCE CORNER AT A PRIVATE ROAD ENTRANCE, 2.0 FEET
 LF1028'EAST OF A FENCE, 2.0 FEET SOUTH OF A REFERENCE POST, SET IN
 LF1028'THE TOP OF A CONCRETE POST AND PROJECTS 2 INCHES ABOVE THE
 LF1028'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1106 ***********************************************************************
 LF1106  DESIGNATION -  G 257
 LF1106  PID         -  LF1106
 LF1106  STATE/COUNTY-  NE/OTOE
 LF1106  USGS QUAD   -  NEHAWKA (1966)
 LF1106
 LF1106                         *CURRENT SURVEY CONTROL
 LF1106  ___________________________________________________________________
 LF1106* NAD 83(1986)-  40 45 44.     (N)    095 54 09.     (W)     SCALED    
 LF1106* NAVD 88     -       330.802  (meters)    1085.31   (feet)  ADJUSTED  
 LF1106  ___________________________________________________________________
 LF1106  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 LF1106  DYNAMIC HT  -         330.633 (meters)    1084.75  (feet)  COMP
 LF1106  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 LF1106
 LF1106  VERT ORDER  -  SECOND    CLASS 0
 LF1106
 LF1106.The horizontal coordinates were scaled from a topographic map and have
 LF1106.an estimated accuracy of +/- 6 seconds.
 LF1106
 LF1106.The orthometric height was determined by differential leveling
 LF1106.and adjusted by the National Geodetic Survey in June 1991..
 LF1106
 LF1106.The geoid height was determined by GEOID03.
 LF1106
 LF1106.The dynamic height is computed by dividing the NAVD 88
 LF1106.geopotential number by the normal gravity value computed on the
 LF1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1106.degrees latitude (g = 980.6199 gals.).
 LF1106
 LF1106.The modeled gravity was interpolated from observed gravity values.
 LF1106
 LF1106;                    North         East    Units  Estimated Accuracy
 LF1106;SPC NE       -   111,330.      845,760.      MT  (+/- 180 meters Scaled)
 LF1106
 LF1106                          SUPERSEDED SURVEY CONTROL
 LF1106
 LF1106  NGVD 29 (??/??/92)  330.688  (m)         1084.93   (f) ADJ UNCH    2 0
 LF1106
 LF1106.Superseded values are not recommended for survey control.
 LF1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1106.See file dsdata.txt to determine how the superseded data were derived.
 LF1106
 LF1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF550164(NAD 83)
 LF1106_MARKER: DB = BENCH MARK DISK
 LF1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1106_STAMPING: G 257 1947
 LF1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1106+STABILITY: SURFACE MOTION
 LF1106
 LF1106  HISTORY     - Date     Condition        Report By
 LF1106  HISTORY     - 1947     MONUMENTED       CGS
 LF1106  HISTORY     - 20060221 MARK NOT FOUND   NEDR
 LF1106  HISTORY     - 20060221 MARK NOT FOUND   NEDR
 LF1106
 LF1106                          STATION DESCRIPTION
 LF1106
 LF1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1106'4.7 MI SE FROM UNION.
 LF1106'0.7 MILE EAST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1106'RAILROAD STATION AT UNION, THENCE 3.5 MILES SOUTH ALONG U.S.
 LF1106'HIGHWAYS 73 AND 75, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD,
 LF1106'AT A T ROAD JUNCTION, 141.0 FEET WEST OF THE CENTER LINE OF A ROAD
 LF1106'LEADING NORTH, 55.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LF1106'WYOMING SCHOOL HOUSE--DISTRICT NO. 1, SET BETWEEN TWO 14 INCH ASH
 LF1106'TREES IN A ROW OF 8 ASH TREES, 5.7 FEET WEST OF ONE TREE AND 4.8
 LF1106'FEET EAST OF THE OTHER TREE, 36.0 FEET NORTH OF AND LEVEL WITH
 LF1106'THE CENTER LINE OF AN EAST AND WEST ROAD, 3.0 FEET WEST OF A
 LF1106'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF1106'1 INCH ABOVE THE GROUND.
 LF1106
 LF1106                          STATION RECOVERY (2006)
 LF1106
 LF1106'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JC)
 LF1106'MARK NOT FOUND.
 LF1106
 LF1106                          STATION RECOVERY (2006)
 LF1106
 LF1106'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (DE)
 LF1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0955 ***********************************************************************
 LF0955  DESIGNATION -  G 258
 LF0955  PID         -  LF0955
 LF0955  STATE/COUNTY-  NE/OTOE
 LF0955  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0955
 LF0955                         *CURRENT SURVEY CONTROL
 LF0955  ___________________________________________________________________
 LF0955* NAD 83(1986)-  40 39 21.     (N)    095 50 25.     (W)     SCALED    
 LF0955* NAVD 88     -       335.638  (meters)    1101.17   (feet)  ADJUSTED  
 LF0955  ___________________________________________________________________
 LF0955  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LF0955  DYNAMIC HT  -         335.461 (meters)    1100.59  (feet)  COMP
 LF0955  MODELED GRAV-     980,090.1   (mgal)                       NAVD 88
 LF0955
 LF0955  VERT ORDER  -  FIRST     CLASS II
 LF0955
 LF0955.The horizontal coordinates were scaled from a topographic map and have
 LF0955.an estimated accuracy of +/- 6 seconds.
 LF0955
 LF0955.The orthometric height was determined by differential leveling
 LF0955.and adjusted by the National Geodetic Survey in May 1993..
 LF0955
 LF0955.The geoid height was determined by GEOID03.
 LF0955
 LF0955.The dynamic height is computed by dividing the NAVD 88
 LF0955.geopotential number by the normal gravity value computed on the
 LF0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0955.degrees latitude (g = 980.6199 gals.).
 LF0955
 LF0955.The modeled gravity was interpolated from observed gravity values.
 LF0955
 LF0955;                    North         East    Units  Estimated Accuracy
 LF0955;SPC NE       -    99,780.      851,580.      MT  (+/- 180 meters Scaled)
 LF0955
 LF0955                          SUPERSEDED SURVEY CONTROL
 LF0955
 LF0955  NAVD 88 (06/15/91)  335.626  (m)         1101.13   (f) UNKNOWN     1 2
 LF0955  NGVD 29 (??/??/92)  335.518  (m)         1100.78   (f) ADJ UNCH    1 2
 LF0955
 LF0955.Superseded values are not recommended for survey control.
 LF0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0955.See file dsdata.txt to determine how the superseded data were derived.
 LF0955
 LF0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF598044(NAD 83)
 LF0955_MARKER: DB = BENCH MARK DISK
 LF0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0955_SP_SET: CONCRETE POST
 LF0955_STAMPING: G 258 1947
 LF0955_MARK LOGO: CGS   
 LF0955_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0955+STABILITY: SURFACE MOTION
 LF0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0955+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 LF0955
 LF0955  HISTORY     - Date     Condition        Report By
 LF0955  HISTORY     - 1947     MONUMENTED       CGS
 LF0955  HISTORY     - 1977     GOOD             LOCSUR
 LF0955  HISTORY     - 19911024 GOOD             NGS
 LF0955  HISTORY     - 20040405 GOOD             NEDR
 LF0955
 LF0955                          STATION DESCRIPTION
 LF0955
 LF0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0955'2.1 MI S FROM NEBRASKA CITY.
 LF0955'0.2 MILE EAST ALONG 1ST CORSO STREET FROM THE COURTHOUSE AT
 LF0955'NEBRASKA CITY, THENCE 2 BLOCK SOUTH ALONG 7TH STREET, THENCE 0.4
 LF0955'MILE EAST ALONG NEBRASKA STATE HIGHWAY 2, THENCE 0.3 MILE SOUTHEAST
 LF0955'ALONG AN ASPHALT STREET, THENCE 0.1 MILE SOUTHWEST ALONG AN
 LF0955'ASPHALT STREET, THENCE 0.1 MILE SOUTHEAST ALONG AN ASPHALT STREET,
 LF0955'THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, 122.1 FEET WEST OF THE
 LF0955'SOUTHWEST CORNER OF A FARMHOUSE, 65.3 FEET NORTH OF A POWER POLE
 LF0955'WITH A TRANSFORMER, 31.0 FEET WEST OF AND 2.0 FEET HIGHER THAN THE
 LF0955'CENTER LINE OF THE ROAD, 3 FEET NORTH OF A 4 X 4 MARKER POST,
 LF0955'1.0 FOOT EAST OF A FENCE, ON LINE WITH THE CENTER LINE OF A
 LF0955'DRIVEWAY LEADING TO THE FARMHOUSE, SET IN THE TOP OF A CONCRETE
 LF0955'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LF0955
 LF0955                          STATION RECOVERY (1977)
 LF0955
 LF0955'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF0955'RECOVERED IN GOOD CONDITION.
 LF0955
 LF0955                          STATION RECOVERY (1991)
 LF0955
 LF0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LF0955'1.8 KM (1.10 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LF0955'STATE HIGHWAY 75 IN NEBRASKA CITY, THENCE 0.4 KM (0.25 MI) SOUTHERLY
 LF0955'ALONG A GRAVELED ROAD, 81.5 M (267.4 FT) SOUTH OF THE CENTER OF A
 LF0955'DRIVEWAY, 20.0 M (65.6 FT) NORTH OF A UTILITY POLE WITH A GUY CABLE,
 LF0955'9.5 M (31.2 FT) WEST OF THE ROAD CENTER, 1.0 M (3.3 FT) ABOVE THE
 LF0955'LEVEL OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, 0.1 M (0.3
 LF0955'FT) EAST OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LF0955'SURFACE.
 LF0955
 LF0955                          STATION RECOVERY (2004)
 LF0955
 LF0955'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 LF0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0408 ***********************************************************************
 MK0408  DESIGNATION -  G 259
 MK0408  PID         -  MK0408
 MK0408  STATE/COUNTY-  NE/WASHINGTON
 MK0408  USGS QUAD   -  ORUM (1969)
 MK0408
 MK0408                         *CURRENT SURVEY CONTROL
 MK0408  ___________________________________________________________________
 MK0408* NAD 83(1986)-  41 35 35.     (N)    096 18 34.     (W)     SCALED    
 MK0408* NAVD 88     -       406.999  (meters)    1335.30   (feet)  ADJUSTED  
 MK0408  ___________________________________________________________________
 MK0408  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MK0408  DYNAMIC HT  -         406.819 (meters)    1334.71  (feet)  COMP
 MK0408  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 MK0408
 MK0408  VERT ORDER  -  SECOND    CLASS 0
 MK0408
 MK0408.The horizontal coordinates were scaled from a topographic map and have
 MK0408.an estimated accuracy of +/- 6 seconds.
 MK0408
 MK0408.The orthometric height was determined by differential leveling
 MK0408.and adjusted by the National Geodetic Survey in June 1991..
 MK0408
 MK0408.The geoid height was determined by GEOID03.
 MK0408
 MK0408.The dynamic height is computed by dividing the NAVD 88
 MK0408.geopotential number by the normal gravity value computed on the
 MK0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0408.degrees latitude (g = 980.6199 gals.).
 MK0408
 MK0408.The modeled gravity was interpolated from observed gravity values.
 MK0408
 MK0408;                    North         East    Units  Estimated Accuracy
 MK0408;SPC NE       -   201,940.      807,510.      MT  (+/- 180 meters Scaled)
 MK0408
 MK0408                          SUPERSEDED SURVEY CONTROL
 MK0408
 MK0408  NGVD 29 (??/??/92)  406.850  (m)         1334.81   (f) ADJ UNCH    2 0
 MK0408
 MK0408.Superseded values are not recommended for survey control.
 MK0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0408.See file dsdata.txt to determine how the superseded data were derived.
 MK0408
 MK0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM242080(NAD 83)
 MK0408_MARKER: DB = BENCH MARK DISK
 MK0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0408_STAMPING: G 259 1947
 MK0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0408+STABILITY: SURFACE MOTION
 MK0408
 MK0408  HISTORY     - Date     Condition        Report By
 MK0408  HISTORY     - 1947     MONUMENTED       CGS
 MK0408
 MK0408                          STATION DESCRIPTION
 MK0408
 MK0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0408'1 MI S FROM SPIKER.
 MK0408'1.05 MILE SOUTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0408'SPIKER, 111.0 FEET NORTH OF A POINT IN LINE WITH THE CENTER OF A
 MK0408'GRAVEL ROAD LEADING EAST, 38.0 FEET WEST OF THE CENTER OF THE
 MK0408'HIGHWAY, 33.0 FEET NORTH OF THE CENTER OF A PRIVATE DRIVE-WAY
 MK0408'LEADING WEST TO A FARM HOUSE, 14.9 FEET NORTH OF AN IRON PIPE
 MK0408'POST AT THE SOUTHEAST CORNER OF THE FARM YARD FENCE, 14.5 FEET
 MK0408'SOUTH OF THE SOUTH SIDE OF A 2-FOOT MAPLE TREE, 1.5 FOOT SOUTH
 MK0408'OF A REFERENCE POST, 0.7 FOOT EAST OF THE WEST RIGHT OF WAY
 MK0408'FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 MK0408'HIGHWAY AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0723 ***********************************************************************
 LF0723  DESIGNATION -  G 260
 LF0723  PID         -  LF0723
 LF0723  STATE/COUNTY-  NE/NEMAHA
 LF0723  USGS QUAD   -  PERU (1966)
 LF0723
 LF0723                         *CURRENT SURVEY CONTROL
 LF0723  ___________________________________________________________________
 LF0723* NAD 83(1986)-  40 23 54.     (N)    095 39 14.     (W)     SCALED    
 LF0723* NAVD 88     -       285.107  (meters)     935.39   (feet)  ADJUSTED  
 LF0723  ___________________________________________________________________
 LF0723  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LF0723  DYNAMIC HT  -         284.957 (meters)     934.90  (feet)  COMP
 LF0723  MODELED GRAV-     980,092.5   (mgal)                       NAVD 88
 LF0723
 LF0723  VERT ORDER  -  SECOND    CLASS 0
 LF0723
 LF0723.The horizontal coordinates were scaled from a topographic map and have
 LF0723.an estimated accuracy of +/- 6 seconds.
 LF0723
 LF0723.The orthometric height was determined by differential leveling
 LF0723.and adjusted by the National Geodetic Survey in June 1991..
 LF0723
 LF0723.The geoid height was determined by GEOID03.
 LF0723
 LF0723.The dynamic height is computed by dividing the NAVD 88
 LF0723.geopotential number by the normal gravity value computed on the
 LF0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0723.degrees latitude (g = 980.6199 gals.).
 LF0723
 LF0723.The modeled gravity was interpolated from observed gravity values.
 LF0723
 LF0723;                    North         East    Units  Estimated Accuracy
 LF0723;SPC NE       -    72,000.      868,750.      MT  (+/- 180 meters Scaled)
 LF0723
 LF0723                          SUPERSEDED SURVEY CONTROL
 LF0723
 LF0723  NGVD 29 (??/??/92)  285.031  (m)          935.14   (f) ADJ UNCH    2 0
 LF0723
 LF0723.Superseded values are not recommended for survey control.
 LF0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0723.See file dsdata.txt to determine how the superseded data were derived.
 LF0723
 LF0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE747753(NAD 83)
 LF0723_MARKER: DB = BENCH MARK DISK
 LF0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0723_SP_SET: BRIDGE
 LF0723_STAMPING: G 260 1947
 LF0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0723
 LF0723  HISTORY     - Date     Condition        Report By
 LF0723  HISTORY     - 1947     MONUMENTED       CGS
 LF0723
 LF0723                          STATION DESCRIPTION
 LF0723
 LF0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0723'AT BROWNVILLE.
 LF0723'AT BROWNVILLE, AT THE SOUTHWEST END OF THE TOLL BRIDGE OVER THE
 LF0723'MISSOURI RIVER, 12.4 FEET NORTHWEST OF THE CENTER OF STATE
 LF0723'HIGHWAY NO. 3, 0.3 FOOT SOUTHEAST OF THE SOUTHEAST SIDE OF A
 LF0723'LARGE CONCRETE ENTRANCE POST, SET IN THE CENTER AND TOP OF THE
 LF0723'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE
 LF0723'AND ABOUT 1 FOOT ABOVE THE FLOOR OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0853 ***********************************************************************
 MJ0853  DESIGNATION -  G 261
 MJ0853  PID         -  MJ0853
 MJ0853  STATE/COUNTY-  NE/WASHINGTON
 MJ0853  USGS QUAD   -  LOVELAND (1994)
 MJ0853
 MJ0853                         *CURRENT SURVEY CONTROL
 MJ0853  ___________________________________________________________________
 MJ0853* NAD 83(1986)-  41 25 44.     (N)    095 56 30.     (W)     SCALED    
 MJ0853* NAVD 88     -       303.352  (meters)     995.25   (feet)  ADJUSTED  
 MJ0853  ___________________________________________________________________
 MJ0853  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 MJ0853  DYNAMIC HT  -         303.212 (meters)     994.79  (feet)  COMP
 MJ0853  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 MJ0853
 MJ0853  VERT ORDER  -  SECOND    CLASS 0
 MJ0853
 MJ0853.The horizontal coordinates were scaled from a topographic map and have
 MJ0853.an estimated accuracy of +/- 6 seconds.
 MJ0853
 MJ0853.The orthometric height was determined by differential leveling
 MJ0853.and adjusted by the National Geodetic Survey in June 1991..
 MJ0853
 MJ0853.The geoid height was determined by GEOID03.
 MJ0853
 MJ0853.The dynamic height is computed by dividing the NAVD 88
 MJ0853.geopotential number by the normal gravity value computed on the
 MJ0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0853.degrees latitude (g = 980.6199 gals.).
 MJ0853
 MJ0853.The modeled gravity was interpolated from observed gravity values.
 MJ0853
 MJ0853;                    North         East    Units  Estimated Accuracy
 MJ0853;SPC NE       -   185,100.      838,990.      MT  (+/- 180 meters Scaled)
 MJ0853
 MJ0853                          SUPERSEDED SURVEY CONTROL
 MJ0853
 MJ0853  NGVD 29 (??/??/92)  303.215  (m)          994.80   (f) ADJ UNCH    2 0
 MJ0853
 MJ0853.Superseded values are not recommended for survey control.
 MJ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0853.See file dsdata.txt to determine how the superseded data were derived.
 MJ0853
 MJ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF541905(NAD 83)
 MJ0853_MARKER: DB = BENCH MARK DISK
 MJ0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0853_STAMPING: G 261 1948
 MJ0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0853+STABILITY: SURFACE MOTION
 MJ0853
 MJ0853  HISTORY     - Date     Condition        Report By
 MJ0853  HISTORY     - 1948     MONUMENTED       CGS
 MJ0853  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0853
 MJ0853                          STATION DESCRIPTION
 MJ0853
 MJ0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0853'6.4 MI SE FROM FORT CALHOUN.
 MJ0853'0.5 MILE EAST ALONG A DIRT STREET FROM THE POST OFFICE AT FORT
 MJ0853'CALHOUN, THENCE 0.3 MILE SOUTH, 2.9 MILES EAST, 1.5 MILE SOUTH
 MJ0853'AND 1.2 MILE EAST ALONG DIRT ROADS, 0.95 MILE EAST ALONG A
 MJ0853'PRIVATE ROAD LEADING THROUGH THE RIVER FARM LANDS FROM THE POINT
 MJ0853'WHERE THE PUBLIC ROAD MAKES RIGHT ANGLE TURN TO SOUTH TO FOLLOW
 MJ0853'THE WEST SIDE OF NATHANS LAKE, 0.4 MILE EAST ALONG THE LITTLE
 MJ0853'USED PRIVATE ROAD FROM BENCH MARK H 261 AND A GROUP OF TREES,
 MJ0853'AT A ROW OF COTTONWOOD TREES, ABOUT 0.1 MILE WEST OF THE POINT
 MJ0853'WHERE THE PRIVATE ROAD ENTERS THE WILLOW THICKET WHICH FOLLOWS
 MJ0853'ALONG THE RIVER BANK, WEST OF A PROMINENT MOUND OF EARTH, 25.0
 MJ0853'FEET SOUTHEAST OF AN 18-INCH COTTONWOOD TREE, 22.0 FEET NORTH
 MJ0853'OF THE CENTER LINE OF THE PRIVATE ROAD (TRAIL), 1.4 FOOT SOUTH
 MJ0853'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MJ0853'PROJECTING 0.6 FOOT ABOVE THE GROUND.  MARK IS 0.4 MILE WEST
 MJ0853'ALONG THE TRAIL LEADING THROUGH THE WILLOW THICKET FROM THE WEST
 MJ0853'BANK OF THE MISSOURI RIVER AND BENCH MARK HH 261 (USED).
 MJ0853
 MJ0853                          STATION RECOVERY (1955)
 MJ0853
 MJ0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0669 ***********************************************************************
 NM0669  DESIGNATION -  G 262
 NM0669  PID         -  NM0669
 NM0669  STATE/COUNTY-  NE/DAKOTA
 NM0669  USGS QUAD   -  JACKSON (1993)
 NM0669
 NM0669                         *CURRENT SURVEY CONTROL
 NM0669  ___________________________________________________________________
 NM0669* NAD 83(1986)-  42 29 01.     (N)    096 33 54.     (W)     SCALED    
 NM0669* NAVD 88     -       337.791  (meters)    1108.24   (feet)  ADJUSTED  
 NM0669  ___________________________________________________________________
 NM0669  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 NM0669  DYNAMIC HT  -         337.683 (meters)    1107.88  (feet)  COMP
 NM0669  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 NM0669
 NM0669  VERT ORDER  -  SECOND    CLASS 0
 NM0669
 NM0669.The horizontal coordinates were scaled from a topographic map and have
 NM0669.an estimated accuracy of +/- 6 seconds.
 NM0669
 NM0669.The orthometric height was determined by differential leveling
 NM0669.and adjusted by the National Geodetic Survey in June 1991..
 NM0669
 NM0669.The geoid height was determined by GEOID03.
 NM0669
 NM0669.The dynamic height is computed by dividing the NAVD 88
 NM0669.geopotential number by the normal gravity value computed on the
 NM0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0669.degrees latitude (g = 980.6199 gals.).
 NM0669
 NM0669.The modeled gravity was interpolated from observed gravity values.
 NM0669
 NM0669;                    North         East    Units  Estimated Accuracy
 NM0669;SPC NE       -   299,870.      782,300.      MT  (+/- 180 meters Scaled)
 NM0669
 NM0669                          SUPERSEDED SURVEY CONTROL
 NM0669
 NM0669  NGVD 29 (??/??/92)  337.622  (m)         1107.68   (f) ADJ UNCH    2 0
 NM0669
 NM0669.Superseded values are not recommended for survey control.
 NM0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0669.See file dsdata.txt to determine how the superseded data were derived.
 NM0669
 NM0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN001063(NAD 83)
 NM0669_MARKER: DB = BENCH MARK DISK
 NM0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0669_STAMPING: G 262 1948
 NM0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0669+STABILITY: SURFACE MOTION
 NM0669
 NM0669  HISTORY     - Date     Condition        Report By
 NM0669  HISTORY     - 1948     MONUMENTED       CGS
 NM0669  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0669
 NM0669                          STATION DESCRIPTION
 NM0669
 NM0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0669'2.7 MI N FROM JACKSON.
 NM0669'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0669'JACKSON, THENCE 2.5 MILES NORTH ALONG A DIRT ROAD, ABOUT 250.0
 NM0669'FEET SOUTH OF A PRIVATE ROAD LEADING EAST, ABOUT 0.1 MILE NORTH
 NM0669'OF A FARMHOUSE ON THE EAST SIDE OF THE ROAD, 29.0 FEET EAST OF
 NM0669'THE CENTER LINE OF THE ROAD, 12.8 FEET NORTH OF A LONE 30-INCH ELM
 NM0669'TREE, 1.7 FEET WEST OF A PASTURE FENCE, 1.6 FEET NORTH OF A
 NM0669'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0669'0.4 FOOT ABOVE THE GROUND.
 NM0669
 NM0669                          STATION RECOVERY (1966)
 NM0669
 NM0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0612 ***********************************************************************
 LF0612  DESIGNATION -  G 266
 LF0612  PID         -  LF0612
 LF0612  STATE/COUNTY-  NE/RICHARDSON
 LF0612  USGS QUAD   -  BARADA (1966)
 LF0612
 LF0612                         *CURRENT SURVEY CONTROL
 LF0612  ___________________________________________________________________
 LF0612* NAD 83(1986)-  40 13 58.     (N)    095 36 56.     (W)     SCALED    
 LF0612* NAVD 88     -       336.899  (meters)    1105.31   (feet)  ADJUSTED  
 LF0612  ___________________________________________________________________
 LF0612  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LF0612  DYNAMIC HT  -         336.714 (meters)    1104.70  (feet)  COMP
 LF0612  MODELED GRAV-     980,065.7   (mgal)                       NAVD 88
 LF0612
 LF0612  VERT ORDER  -  SECOND    CLASS 0
 LF0612
 LF0612.The horizontal coordinates were scaled from a topographic map and have
 LF0612.an estimated accuracy of +/- 6 seconds.
 LF0612
 LF0612.The orthometric height was determined by differential leveling
 LF0612.and adjusted by the National Geodetic Survey in June 1991..
 LF0612
 LF0612.The geoid height was determined by GEOID03.
 LF0612
 LF0612.The dynamic height is computed by dividing the NAVD 88
 LF0612.geopotential number by the normal gravity value computed on the
 LF0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0612.degrees latitude (g = 980.6199 gals.).
 LF0612
 LF0612.The modeled gravity was interpolated from observed gravity values.
 LF0612
 LF0612;                    North         East    Units  Estimated Accuracy
 LF0612;SPC NE       -    53,810.      872,930.      MT  (+/- 180 meters Scaled)
 LF0612
 LF0612                          SUPERSEDED SURVEY CONTROL
 LF0612
 LF0612  NGVD 29 (??/??/92)  336.826  (m)         1105.07   (f) ADJ UNCH    2 0
 LF0612
 LF0612.Superseded values are not recommended for survey control.
 LF0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0612.See file dsdata.txt to determine how the superseded data were derived.
 LF0612
 LF0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE774568(NAD 83)
 LF0612_MARKER: DB = BENCH MARK DISK
 LF0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0612_STAMPING: G 266 1947
 LF0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0612+STABILITY: SURFACE MOTION
 LF0612
 LF0612  HISTORY     - Date     Condition        Report By
 LF0612  HISTORY     - 1947     MONUMENTED       CGS
 LF0612
 LF0612                          STATION DESCRIPTION
 LF0612
 LF0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0612'4 MI E FROM SHUBERT.
 LF0612'0.4 MILE SOUTH ALONG MAIN STREET AND 3.6 MILES EAST ALONG STATE
 LF0612'HIGHWAY NO. 62 FROM THE SCHOOL AT SHUBERT, IN THE SOUTHEAST
 LF0612'ANGLE OF A CROSS ROAD AND IN A CHURCH YARD AND CEMETERY, 111.0
 LF0612'FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 100.0 FEET SOUTH
 LF0612'OF THE CENTER OF THE HIGHWAY, 5.6 FEET NORTH OF THE NORTH SIDE
 LF0612'OF THE CONCRETE ENTRANCE PORCH AND 3.8 FEET SOUTHWEST OF THE
 LF0612'SOUTHWEST CORNER OF THE CHURCH BUILDING, SET IN A CONCRETE POST
 LF0612'ABOUT FLUSH WITH THE TOP OF THE GROUND.  NOTE-- THIS BENCH MARK
 LF0612'IS ALSO 0.9 MILE WEST, 1.0 MILE NORTH AND 1.0 MILE WEST ALONG
 LF0612'STATE HIGHWAY NO. 62 FROM THE SCHOOL AT BARADA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0595 ***********************************************************************
 LF0595  DESIGNATION -  G 267
 LF0595  PID         -  LF0595
 LF0595  STATE/COUNTY-  NE/RICHARDSON
 LF0595  USGS QUAD   -  FALLS CITY (1984)
 LF0595
 LF0595                         *CURRENT SURVEY CONTROL
 LF0595  ___________________________________________________________________
 LF0595* NAD 83(1986)-  40 02 12.     (N)    095 30 57.     (W)     SCALED    
 LF0595* NAVD 88     -       268.386  (meters)     880.53   (feet)  ADJUSTED  
 LF0595  ___________________________________________________________________
 LF0595  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LF0595  DYNAMIC HT  -         268.236 (meters)     880.04  (feet)  COMP
 LF0595  MODELED GRAV-     980,059.5   (mgal)                       NAVD 88
 LF0595
 LF0595  VERT ORDER  -  SECOND    CLASS 0
 LF0595
 LF0595.The horizontal coordinates were scaled from a topographic map and have
 LF0595.an estimated accuracy of +/- 6 seconds.
 LF0595
 LF0595.The orthometric height was determined by differential leveling
 LF0595.and adjusted by the National Geodetic Survey in June 1991..
 LF0595
 LF0595.The geoid height was determined by GEOID03.
 LF0595
 LF0595.The dynamic height is computed by dividing the NAVD 88
 LF0595.geopotential number by the normal gravity value computed on the
 LF0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0595.degrees latitude (g = 980.6199 gals.).
 LF0595
 LF0595.The modeled gravity was interpolated from observed gravity values.
 LF0595
 LF0595;                    North         East    Units  Estimated Accuracy
 LF0595;SPC NE       -    32,500.      882,540.      MT  (+/- 180 meters Scaled)
 LF0595
 LF0595                          SUPERSEDED SURVEY CONTROL
 LF0595
 LF0595  NGVD 29 (??/??/92)  268.317  (m)          880.30   (f) ADJ UNCH    2 0
 LF0595
 LF0595.Superseded values are not recommended for survey control.
 LF0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0595.See file dsdata.txt to determine how the superseded data were derived.
 LF0595
 LF0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE853348(NAD 83)
 LF0595_MARKER: DB = BENCH MARK DISK
 LF0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0595_STAMPING: G 267 1947
 LF0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0595+STABILITY: SURFACE MOTION
 LF0595
 LF0595  HISTORY     - Date     Condition        Report By
 LF0595  HISTORY     - 1947     MONUMENTED       CGS
 LF0595
 LF0595                          STATION DESCRIPTION
 LF0595
 LF0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0595'AT PRESTON.
 LF0595'AT PRESTON, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LF0595'AT THE CROSSING OF A NORTH-SOUTH GRAVEL ROAD, 109.5 FEET EAST OF
 LF0595'THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD, 48.6 FEET EAST OF THE
 LF0595'EAST WALL OF THE RAILROAD STATION, 22.3 FEET SOUTH OF THE SOUTH
 LF0595'RAIL OF THE MAIN TRACK, 3.9 FEET SOUTH OF A GUY WIRE BRACED
 LF0595'TELEPHONE POLE, 2.0 FEET EAST OF A REFERENCE POST, SET IN A
 LF0595'CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK AND
 LF0595'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0670 ***********************************************************************
 LF0670  DESIGNATION -  G 268
 LF0670  PID         -  LF0670
 LF0670  STATE/COUNTY-  NE/NEMAHA
 LF0670  USGS QUAD   -  AUBURN (1966)
 LF0670
 LF0670                         *CURRENT SURVEY CONTROL
 LF0670  ___________________________________________________________________
 LF0670* NAD 83(1986)-  40 25 37.     (N)    095 45 12.     (W)     SCALED    
 LF0670* NAVD 88     -       342.925  (meters)    1125.08   (feet)  ADJUSTED  
 LF0670  ___________________________________________________________________
 LF0670  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LF0670  DYNAMIC HT  -         342.740 (meters)    1124.47  (feet)  COMP
 LF0670  MODELED GRAV-     980,078.9   (mgal)                       NAVD 88
 LF0670
 LF0670  VERT ORDER  -  SECOND    CLASS 0
 LF0670
 LF0670.The horizontal coordinates were scaled from a topographic map and have
 LF0670.an estimated accuracy of +/- 6 seconds.
 LF0670
 LF0670.The orthometric height was determined by differential leveling
 LF0670.and adjusted by the National Geodetic Survey in June 1991..
 LF0670
 LF0670.The geoid height was determined by GEOID03.
 LF0670
 LF0670.The dynamic height is computed by dividing the NAVD 88
 LF0670.geopotential number by the normal gravity value computed on the
 LF0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0670.degrees latitude (g = 980.6199 gals.).
 LF0670
 LF0670.The modeled gravity was interpolated from observed gravity values.
 LF0670
 LF0670;                    North         East    Units  Estimated Accuracy
 LF0670;SPC NE       -    74,760.      860,170.      MT  (+/- 180 meters Scaled)
 LF0670
 LF0670                          SUPERSEDED SURVEY CONTROL
 LF0670
 LF0670  NGVD 29 (??/??/92)  342.838  (m)         1124.79   (f) ADJ UNCH    2 0
 LF0670
 LF0670.Superseded values are not recommended for survey control.
 LF0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0670.See file dsdata.txt to determine how the superseded data were derived.
 LF0670
 LF0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE664787(NAD 83)
 LF0670_MARKER: DB = BENCH MARK DISK
 LF0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0670_STAMPING: G 268 1947
 LF0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0670+STABILITY: SURFACE MOTION
 LF0670
 LF0670  HISTORY     - Date     Condition        Report By
 LF0670  HISTORY     - 1947     MONUMENTED       CGS
 LF0670
 LF0670                          STATION DESCRIPTION
 LF0670
 LF0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0670'4.2 MI SW FROM PERU.
 LF0670'1.6 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 67 AND 2.65 MILES SOUTH
 LF0670'ALONG A GRAVEL ROAD FROM THE T.J. MAJORS TRAINING SCHOOL AT PERU,
 LF0670'AT THE TOP OF A HILL AND AT A FARM HOUSE, 54.2 FEET SOUTHEAST OF
 LF0670'THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR THE BAY
 LF0670'WINDOW OF A LARGE TWO STORY FARM HOUSE, 39.0 FEET EAST OF THE
 LF0670'EAST EDGE OF A CONCRETE WALK LEADING NORTH TO THE FARM HOUSE,
 LF0670'38.0 FEET WEST OF THE CENTER OF THE MAIN NORTH-SOUTH ROAD, 24.0
 LF0670'FEET NORTH OF THE CENTER OF A PRIVATE DRIVE WAY LEADING WEST TO
 LF0670'THE FARM HOUSE, 11.0 FEET WEST OF TELEPHONE POLE NO. 6, 8.0
 LF0670'FEET SOUTHWEST OF A 1 1/2-FOOT CEDAR TREE WHICH IS AT THE
 LF0670'SOUTHEAST CORNER OF THE FARM YARD, 4.8 FEET EAST OF A POWER LINE
 LF0670'POLE, 2.5 FEET WEST OF A REFERENCE POST, SET IN A CONCRETE POST
 LF0670'ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0668 ***********************************************************************
 LF0668  DESIGNATION -  G 269
 LF0668  PID         -  LF0668
 LF0668  STATE/COUNTY-  NE/NEMAHA
 LF0668  USGS QUAD   -  AUBURN (1966)
 LF0668
 LF0668                         *CURRENT SURVEY CONTROL
 LF0668  ___________________________________________________________________
 LF0668* NAD 83(1986)-  40 27 30.     (N)    095 45 12.     (W)     SCALED    
 LF0668* NAVD 88     -       334.664  (meters)    1097.98   (feet)  ADJUSTED  
 LF0668  ___________________________________________________________________
 LF0668  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LF0668  DYNAMIC HT  -         334.486 (meters)    1097.39  (feet)  COMP
 LF0668  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 LF0668
 LF0668  VERT ORDER  -  SECOND    CLASS 0
 LF0668
 LF0668.The horizontal coordinates were scaled from a topographic map and have
 LF0668.an estimated accuracy of +/- 6 seconds.
 LF0668
 LF0668.The orthometric height was determined by differential leveling
 LF0668.and adjusted by the National Geodetic Survey in June 1991..
 LF0668
 LF0668.The geoid height was determined by GEOID03.
 LF0668
 LF0668.The dynamic height is computed by dividing the NAVD 88
 LF0668.geopotential number by the normal gravity value computed on the
 LF0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0668.degrees latitude (g = 980.6199 gals.).
 LF0668
 LF0668.The modeled gravity was interpolated from observed gravity values.
 LF0668
 LF0668;                    North         East    Units  Estimated Accuracy
 LF0668;SPC NE       -    78,240.      860,000.      MT  (+/- 180 meters Scaled)
 LF0668
 LF0668                          SUPERSEDED SURVEY CONTROL
 LF0668
 LF0668  NGVD 29 (??/??/92)  334.577  (m)         1097.69   (f) ADJ UNCH    2 0
 LF0668
 LF0668.Superseded values are not recommended for survey control.
 LF0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0668.See file dsdata.txt to determine how the superseded data were derived.
 LF0668
 LF0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE665822(NAD 83)
 LF0668_MARKER: DB = BENCH MARK DISK
 LF0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0668_STAMPING: G 269 1947
 LF0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0668+STABILITY: SURFACE MOTION
 LF0668
 LF0668  HISTORY     - Date     Condition        Report By
 LF0668  HISTORY     - 1947     MONUMENTED       CGS
 LF0668  HISTORY     - 1964     POOR             USGS
 LF0668
 LF0668                          STATION DESCRIPTION
 LF0668
 LF0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0668'2.1 MI SW FROM PERU.
 LF0668'1.6 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 67 AND 0.5 MILE
 LF0668'SOUTH ALONG A GRAVEL ROAD FROM THE T.J. MAJORS TRAINING SCHOOL
 LF0668'AT PERU, AT THE TOP OF A HILL AND IN THE NORTHEAST ANGLE OF A
 LF0668'CROSS ROAD, 158.0 FEET NORTH OF THE CENTER OF THE EAST-WEST CROSS
 LF0668'ROAD, 78.5 FEET NORTHEAST OF AND ACROSS THE NORTH-SOUTH ROAD FROM
 LF0668'TELEPHONE POLE NO. 4 WHICH IS AT A TELEPHONE LINE JUNCTION,
 LF0668'35.0 FEET EAST OF THE CENTER OF THE MAIN NORTH-SOUTH GRAVEL
 LF0668'ROAD, 13.0 FEET NORTH OF A 1 1/2-FOOT LOCUST TREE, 3.0 FEET
 LF0668'SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 LF0668'ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT.  NOTE-- POST
 LF0668'IS PROJECTING 0.8 FT. AND COR. OF POST HAS BEEN CHIPPED OFF.
 LF0668
 LF0668                          STATION RECOVERY (1964)
 LF0668
 LF0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0668'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0138 ***********************************************************************
 LJ0138  DESIGNATION -  G 27
 LJ0138  PID         -  LJ0138
 LJ0138  STATE/COUNTY-  NE/FRONTIER
 LJ0138  USGS QUAD   -  CURTIS SW (1983)
 LJ0138
 LJ0138                         *CURRENT SURVEY CONTROL
 LJ0138  ___________________________________________________________________
 LJ0138* NAD 83(1986)-  40 35 19.     (N)    100 37 53.     (W)     SCALED    
 LJ0138* NAVD 88     -       855.213  (meters)    2805.81   (feet)  ADJUSTED  
 LJ0138  ___________________________________________________________________
 LJ0138  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 LJ0138  DYNAMIC HT  -         854.678 (meters)    2804.06  (feet)  COMP
 LJ0138  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 LJ0138
 LJ0138  VERT ORDER  -  SECOND    CLASS 0
 LJ0138
 LJ0138.The horizontal coordinates were scaled from a topographic map and have
 LJ0138.an estimated accuracy of +/- 6 seconds.
 LJ0138
 LJ0138.The orthometric height was determined by differential leveling
 LJ0138.and adjusted by the National Geodetic Survey in June 1991..
 LJ0138
 LJ0138.The geoid height was determined by GEOID03.
 LJ0138
 LJ0138.The dynamic height is computed by dividing the NAVD 88
 LJ0138.geopotential number by the normal gravity value computed on the
 LJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0138.degrees latitude (g = 980.6199 gals.).
 LJ0138
 LJ0138.The modeled gravity was interpolated from observed gravity values.
 LJ0138
 LJ0138;                    North         East    Units  Estimated Accuracy
 LJ0138;SPC NE       -    84,050.      446,560.      MT  (+/- 180 meters Scaled)
 LJ0138
 LJ0138                          SUPERSEDED SURVEY CONTROL
 LJ0138
 LJ0138  NGVD 29 (??/??/92)  854.873  (m)         2804.70   (f) ADJ UNCH    2 0
 LJ0138
 LJ0138.Superseded values are not recommended for survey control.
 LJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0138.See file dsdata.txt to determine how the superseded data were derived.
 LJ0138
 LJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK619943(NAD 83)
 LJ0138_MARKER: DB = BENCH MARK DISK
 LJ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0138_STAMPING: G 27 1934
 LJ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0138+STABILITY: SURFACE MOTION
 LJ0138
 LJ0138  HISTORY     - Date     Condition        Report By
 LJ0138  HISTORY     - 1934     MONUMENTED       CGS
 LJ0138  HISTORY     - 1941     GOOD             NGS
 LJ0138
 LJ0138                          STATION DESCRIPTION
 LJ0138
 LJ0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0138'4.8 MI S FROM MAYWOOD.
 LJ0138'4.8 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MAYWOOD, FRONTIER
 LJ0138'COUNTY, ABOUT 125 YARDS NORTH OF A STONE FARMHOUSE, 37 FEET EAST
 LJ0138'OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET EAST OF THE
 LJ0138'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 27 1934 AND SET
 LJ0138'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0277 ***********************************************************************
 LH0277  DESIGNATION -  G 270
 LH0277  PID         -  LH0277
 LH0277  STATE/COUNTY-  NE/ADAMS
 LH0277  USGS QUAD   -  AYR (1969)
 LH0277
 LH0277                         *CURRENT SURVEY CONTROL
 LH0277  ___________________________________________________________________
 LH0277* NAD 83(1986)-  40 24 32.     (N)    098 26 44.     (W)     SCALED    
 LH0277* NAVD 88     -       579.107  (meters)    1899.95   (feet)  ADJUSTED  
 LH0277  ___________________________________________________________________
 LH0277  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 LH0277  DYNAMIC HT  -         578.777 (meters)    1898.87  (feet)  COMP
 LH0277  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 LH0277
 LH0277  VERT ORDER  -  FIRST     CLASS II
 LH0277
 LH0277.The horizontal coordinates were scaled from a topographic map and have
 LH0277.an estimated accuracy of +/- 6 seconds.
 LH0277
 LH0277.The orthometric height was determined by differential leveling
 LH0277.and adjusted by the National Geodetic Survey in June 1991..
 LH0277
 LH0277.The geoid height was determined by GEOID03.
 LH0277
 LH0277.The dynamic height is computed by dividing the NAVD 88
 LH0277.geopotential number by the normal gravity value computed on the
 LH0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0277.degrees latitude (g = 980.6199 gals.).
 LH0277
 LH0277.The modeled gravity was interpolated from observed gravity values.
 LH0277
 LH0277;                    North         East    Units  Estimated Accuracy
 LH0277;SPC NE       -    65,090.      631,920.      MT  (+/- 180 meters Scaled)
 LH0277
 LH0277                          SUPERSEDED SURVEY CONTROL
 LH0277
 LH0277  NGVD 29 (??/??/92)  578.886  (m)         1899.23   (f) ADJ UNCH    1 2
 LH0277
 LH0277.Superseded values are not recommended for survey control.
 LH0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0277.See file dsdata.txt to determine how the superseded data were derived.
 LH0277
 LH0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK470732(NAD 83)
 LH0277_MARKER: DB = BENCH MARK DISK
 LH0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0277_STAMPING: G 270 1947
 LH0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0277+STABILITY: SURFACE MOTION
 LH0277
 LH0277  HISTORY     - Date     Condition        Report By
 LH0277  HISTORY     - 1947     MONUMENTED       CGS
 LH0277
 LH0277                          STATION DESCRIPTION
 LH0277
 LH0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0277'2.1 MI S FROM AYR.
 LH0277'2.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0277'FROM THE STATION AT AYR, AT A ROAD CROSSING, 242.0 FEET NORTH
 LH0277'OF THE CENTER LINE OF THE ROAD, 247.0 FEET SOUTH OF THE SOUTH
 LH0277'END OF A STEEL GATE AT A PRIVATE ROAD CROSSING, 47.6 FEET EAST
 LH0277'OF THE EAST RAIL AND 8.0 FEET HIGHER, 14.3 FEET EAST OF THE
 LH0277'SEVENTH POLE NORTH OF MILEPOST 14, 3.0 FEET NORTH OF A REFERENCE
 LH0277'POST, 1.0 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE
 LH0277'POST AND PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1406 ***********************************************************************
 NM1406  DESIGNATION -  G 271
 NM1406  PID         -  NM1406
 NM1406  STATE/COUNTY-  NE/KNOX
 NM1406  USGS QUAD   -  BON HOMME COLONY (1974)
 NM1406
 NM1406                         *CURRENT SURVEY CONTROL
 NM1406  ___________________________________________________________________
 NM1406* NAD 83(1986)-  42 45 24.     (N)    097 43 13.     (W)     SCALED    
 NM1406* NAVD 88     -       504.133  (meters)    1653.98   (feet)  ADJUSTED  
 NM1406  ___________________________________________________________________
 NM1406  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 NM1406  DYNAMIC HT  -         503.959 (meters)    1653.41  (feet)  COMP
 NM1406  MODELED GRAV-     980,261.6   (mgal)                       NAVD 88
 NM1406
 NM1406  VERT ORDER  -  SECOND    CLASS 0
 NM1406
 NM1406.The horizontal coordinates were scaled from a topographic map and have
 NM1406.an estimated accuracy of +/- 6 seconds.
 NM1406
 NM1406.The orthometric height was determined by differential leveling
 NM1406.and adjusted by the National Geodetic Survey in June 1991..
 NM1406
 NM1406.The geoid height was determined by GEOID03.
 NM1406
 NM1406.The dynamic height is computed by dividing the NAVD 88
 NM1406.geopotential number by the normal gravity value computed on the
 NM1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1406.degrees latitude (g = 980.6199 gals.).
 NM1406
 NM1406.The modeled gravity was interpolated from observed gravity values.
 NM1406
 NM1406;                    North         East    Units  Estimated Accuracy
 NM1406;SPC NE       -   327,050.      686,580.      MT  (+/- 180 meters Scaled)
 NM1406
 NM1406                          SUPERSEDED SURVEY CONTROL
 NM1406
 NM1406  NGVD 29 (??/??/92)  503.902  (m)         1653.22   (f) ADJ UNCH    2 0
 NM1406
 NM1406.Superseded values are not recommended for survey control.
 NM1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1406.See file dsdata.txt to determine how the superseded data were derived.
 NM1406
 NM1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN047345(NAD 83)
 NM1406_MARKER: DB = BENCH MARK DISK
 NM1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1406_STAMPING: G 271 1949
 NM1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1406+STABILITY: SURFACE MOTION
 NM1406
 NM1406  HISTORY     - Date     Condition        Report By
 NM1406  HISTORY     - 1949     MONUMENTED       CGS
 NM1406
 NM1406                          STATION DESCRIPTION
 NM1406
 NM1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1406'2.6 MI NE FROM LINDY.
 NM1406'1.6 MILES NORTH ALONG A DIRT ROAD FROM ITS JUNCTION WITH THE
 NM1406'MAIN STREET OF LINDY, THENCE 1.0 MILE EAST ALONG A DIRT ROAD,
 NM1406'AT A ROAD INTERSECTION, 38 FEET SOUTH OF THE CENTER LINE OF THE
 NM1406'EAST AND WEST ROAD, 36 FEET WEST OF THE CENTER LINE OF THE NORTH
 NM1406'AND SOUTH ROAD, 2.0 FEET SOUTH OF A TELEPHONE POLE, 1.4 FEET
 NM1406'NORTH OF A WITNESS POST, SET IN THE TOP OF A 5 FOOT CONCRETE POST
 NM1406'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1373 ***********************************************************************
 NM1373  DESIGNATION -  G 272
 NM1373  PID         -  NM1373
 NM1373  STATE/COUNTY-  NE/KNOX
 NM1373  USGS QUAD   -  SPRINGFIELD (1978)
 NM1373
 NM1373                         *CURRENT SURVEY CONTROL
 NM1373  ___________________________________________________________________
 NM1373* NAD 83(1986)-  42 45 02.     (N)    097 58 22.     (W)     SCALED    
 NM1373* NAVD 88     -       372.148  (meters)    1220.96   (feet)  ADJUSTED  
 NM1373  ___________________________________________________________________
 NM1373  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 NM1373  DYNAMIC HT  -         372.027 (meters)    1220.56  (feet)  COMP
 NM1373  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 NM1373
 NM1373  VERT ORDER  -  SECOND    CLASS 0
 NM1373
 NM1373.The horizontal coordinates were scaled from a topographic map and have
 NM1373.an estimated accuracy of +/- 6 seconds.
 NM1373
 NM1373.The orthometric height was determined by differential leveling
 NM1373.and adjusted by the National Geodetic Survey in June 1991..
 NM1373
 NM1373.The geoid height was determined by GEOID03.
 NM1373
 NM1373.The dynamic height is computed by dividing the NAVD 88
 NM1373.geopotential number by the normal gravity value computed on the
 NM1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1373.degrees latitude (g = 980.6199 gals.).
 NM1373
 NM1373.The modeled gravity was interpolated from observed gravity values.
 NM1373
 NM1373;                    North         East    Units  Estimated Accuracy
 NM1373;SPC NE       -   325,860.      665,940.      MT  (+/- 180 meters Scaled)
 NM1373
 NM1373                          SUPERSEDED SURVEY CONTROL
 NM1373
 NM1373  NGVD 29 (??/??/92)  371.936  (m)         1220.26   (f) ADJ UNCH    2 0
 NM1373
 NM1373.Superseded values are not recommended for survey control.
 NM1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1373.See file dsdata.txt to determine how the superseded data were derived.
 NM1373
 NM1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN840336(NAD 83)
 NM1373_MARKER: DB = BENCH MARK DISK
 NM1373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1373_SP_SET: CULVERT
 NM1373_STAMPING: G 272 1949
 NM1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1373
 NM1373  HISTORY     - Date     Condition        Report By
 NM1373  HISTORY     - 1949     MONUMENTED       CGS
 NM1373
 NM1373                          STATION DESCRIPTION
 NM1373
 NM1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1373'3.3 MI E FROM NIOBRARA.
 NM1373'3.3 MILES EAST ALONG STATE HIGHWAY 12 FROM THE CHICAGO AND
 NM1373'NORTH WESTERN RAILWAY STATION AT NIOBRARA, SET IN THE NORTHEAST
 NM1373'HEADWALL OF AN 11 FOOT CONCRETE CULVERT, 21 FEET NORTHEAST
 NM1373'OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTHWEST OF THE
 NM1373'NORTHEAST END OF THE CULVERT, 1.0 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0597 ***********************************************************************
 NN0597  DESIGNATION -  G 273 RESET
 NN0597  PID         -  NN0597
 NN0597  STATE/COUNTY-  NE/BOYD
 NN0597  USGS QUAD   -  GROSS (1964)
 NN0597
 NN0597                         *CURRENT SURVEY CONTROL
 NN0597  ___________________________________________________________________
 NN0597* NAD 83(1986)-  42 54 55.     (N)    098 30 03.     (W)     SCALED    
 NN0597* NAVD 88     -       511.12   (+/-2cm)    1676.9    (feet)  VERTCON   
 NN0597  ___________________________________________________________________
 NN0597  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 NN0597
 NN0597  VERT ORDER  -  THIRD (See Below)
 NN0597
 NN0597.The horizontal coordinates were scaled from a topographic map and have
 NN0597.an estimated accuracy of +/- 6 seconds.
 NN0597
 NN0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0597.The vertical order pertains to the NGVD 29 superseded value.
 NN0597
 NN0597.The geoid height was determined by GEOID03.
 NN0597
 NN0597;                    North         East    Units  Estimated Accuracy
 NN0597;SPC NE       -   343,270.      622,400.      MT  (+/- 180 meters Scaled)
 NN0597
 NN0597                          SUPERSEDED SURVEY CONTROL
 NN0597
 NN0597  NGVD 29 (08/02/06)  510.84   (m)         1676.0    (f) RESET       3  
 NN0597
 NN0597.Superseded values are not recommended for survey control.
 NN0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0597.See file dsdata.txt to determine how the superseded data were derived.
 NN0597
 NN0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN407515(NAD 83)
 NN0597_MARKER: DB = BENCH MARK DISK
 NN0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0597_STAMPING: G 273 RESET 1978
 NN0597_PROJECTION: PROJECTING 5 CENTIMETERS
 NN0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0597+STABILITY: SURFACE MOTION
 NN0597
 NN0597  HISTORY     - Date     Condition        Report By
 NN0597  HISTORY     - 1978     MONUMENTED       NEDR
 NN0597
 NN0597                          STATION DESCRIPTION
 NN0597
 NN0597'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1978
 NN0597'6.3 MI NORTH FROM LYNCH.
 NN0597'6.3 MILES NORTH ALONG A DIRT AND GRAVEL ROAD FROM THE POST OFFICE
 NN0597'IN LYNCH, THENCE 1.1 MILES WEST ALONG A DIRT AND GRAVEL ROAD, 107
 NN0597'FEET NORTH OF THE CENTERLINE OF THE ROAD, 31 FEET EAST OF A 3-WAY
 NN0597'CORNER FENCE POST, 1 FOOT SOUTH OF AN EAST-WEST FENCE, AND 95 FEET
 NN0597'WEST OF A NORTH-SOUTH FENCE.
 NN0597'THE MARK IS 1.3 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0690 ***********************************************************************
 NM0690  DESIGNATION -  G 274
 NM0690  PID         -  NM0690
 NM0690  STATE/COUNTY-  NE/DIXON
 NM0690  USGS QUAD   -  CONCORD (1967)
 NM0690
 NM0690                         *CURRENT SURVEY CONTROL
 NM0690  ___________________________________________________________________
 NM0690* NAD 83(1986)-  42 27 09.     (N)    096 59 43.     (W)     SCALED    
 NM0690* NAVD 88     -       446.442  (meters)    1464.70   (feet)  ADJUSTED  
 NM0690  ___________________________________________________________________
 NM0690  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 NM0690  DYNAMIC HT  -         446.296 (meters)    1464.22  (feet)  COMP
 NM0690  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 NM0690
 NM0690  VERT ORDER  -  SECOND    CLASS 0
 NM0690
 NM0690.The horizontal coordinates were scaled from a topographic map and have
 NM0690.an estimated accuracy of +/- 6 seconds.
 NM0690
 NM0690.The orthometric height was determined by differential leveling
 NM0690.and adjusted by the National Geodetic Survey in June 1991..
 NM0690
 NM0690.The geoid height was determined by GEOID03.
 NM0690
 NM0690.The dynamic height is computed by dividing the NAVD 88
 NM0690.geopotential number by the normal gravity value computed on the
 NM0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0690.degrees latitude (g = 980.6199 gals.).
 NM0690
 NM0690.The modeled gravity was interpolated from observed gravity values.
 NM0690
 NM0690;                    North         East    Units  Estimated Accuracy
 NM0690;SPC NE       -   295,100.      747,070.      MT  (+/- 180 meters Scaled)
 NM0690
 NM0690                          SUPERSEDED SURVEY CONTROL
 NM0690
 NM0690  NGVD 29 (??/??/92)  446.254  (m)         1464.09   (f) ADJ UNCH    2 0
 NM0690
 NM0690.Superseded values are not recommended for survey control.
 NM0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0690.See file dsdata.txt to determine how the superseded data were derived.
 NM0690
 NM0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN648019(NAD 83)
 NM0690_MARKER: DB = BENCH MARK DISK
 NM0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0690_STAMPING: G 274 1949
 NM0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0690+STABILITY: SURFACE MOTION
 NM0690
 NM0690  HISTORY     - Date     Condition        Report By
 NM0690  HISTORY     - 1949     MONUMENTED       CGS
 NM0690
 NM0690                          STATION DESCRIPTION
 NM0690
 NM0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0690'2.8 MI N FROM DIXON.
 NM0690'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON
 NM0690'AND QUINCY RAILROAD STATION AT DIXON, THENCE 2.65 MILES NORTH
 NM0690'ALONG STATE HIGHWAY 116, 117 FEET EAST OF THE CENTER LINE OF
 NM0690'THE HIGHWAY, 69.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 NM0690'BRIDGE, 62.0 FEET EAST OF A FENCE CORNER POST, 28 FEET NORTH
 NM0690'OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.0 FOOT SOUTH OF THE
 NM0690'RIGHT-OF-WAY FENCE, 1.5 FEET WEST OF A REFERENCE POST, AND SET
 NM0690'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 NM0690'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1063 ***********************************************************************
 NM1063  DESIGNATION -  G 275
 NM1063  PID         -  NM1063
 NM1063  STATE/COUNTY-  NE/CEDAR
 NM1063  USGS QUAD   -  MECKLING (1994)
 NM1063
 NM1063                         *CURRENT SURVEY CONTROL
 NM1063  ___________________________________________________________________
 NM1063* NAD 83(1986)-  42 45 24.     (N)    097 03 37.     (W)     SCALED    
 NM1063* NAVD 88     -       351.574  (meters)    1153.46   (feet)  ADJUSTED  
 NM1063  ___________________________________________________________________
 NM1063  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 NM1063  DYNAMIC HT  -         351.467 (meters)    1153.10  (feet)  COMP
 NM1063  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 NM1063
 NM1063  VERT ORDER  -  SECOND    CLASS 0
 NM1063
 NM1063.The horizontal coordinates were scaled from a topographic map and have
 NM1063.an estimated accuracy of +/- 6 seconds.
 NM1063
 NM1063.The orthometric height was determined by differential leveling
 NM1063.and adjusted by the National Geodetic Survey in June 1991..
 NM1063
 NM1063.The geoid height was determined by GEOID03.
 NM1063
 NM1063.The dynamic height is computed by dividing the NAVD 88
 NM1063.geopotential number by the normal gravity value computed on the
 NM1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1063.degrees latitude (g = 980.6199 gals.).
 NM1063
 NM1063.The modeled gravity was interpolated from observed gravity values.
 NM1063
 NM1063;                    North         East    Units  Estimated Accuracy
 NM1063;SPC NE       -   328,680.      740,580.      MT  (+/- 180 meters Scaled)
 NM1063
 NM1063                          SUPERSEDED SURVEY CONTROL
 NM1063
 NM1063  NGVD 29 (??/??/92)  351.369  (m)         1152.78   (f) ADJ UNCH    2 0
 NM1063
 NM1063.Superseded values are not recommended for survey control.
 NM1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1063.See file dsdata.txt to determine how the superseded data were derived.
 NM1063
 NM1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN587356(NAD 83)
 NM1063_MARKER: DB = BENCH MARK DISK
 NM1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1063_STAMPING: G 275 1949
 NM1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1063+STABILITY: SURFACE MOTION
 NM1063
 NM1063  HISTORY     - Date     Condition        Report By
 NM1063  HISTORY     - 1949     MONUMENTED       CGS
 NM1063
 NM1063                          STATION DESCRIPTION
 NM1063
 NM1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1063'7.6 MI E FROM WYNOT.
 NM1063'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1063'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1063'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1063'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1063'ROAD, THENCE 5.1 MILES EAST ALONG A GRADED DIRT ROAD, AT THE FARM
 NM1063'HOME OF GEORGE GOWERY, 62.0 FEET NORTHWEST OF THE NORTHWEST CORNER
 NM1063'OF THE HOUSE, 35 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 NM1063'WEST ROAD, 10.0 FEET SOUTHWEST OF AN ARTESIAN WELL, 3.6 FEET
 NM1063'EAST OF A FENCE CORNER POST, 0.8 FOOT NORTH OF A FENCE, SET IN
 NM1063'THE TOP OF A CONCRETE POST WHICH HAS A LENGTH OF 5.5 FEET AND
 NM1063'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0878 ***********************************************************************
 NM0878  DESIGNATION -  G 276
 NM0878  PID         -  NM0878
 NM0878  STATE/COUNTY-  NE/DIXON
 NM0878  USGS QUAD   -  BURBANK (1994)
 NM0878
 NM0878                         *CURRENT SURVEY CONTROL
 NM0878  ___________________________________________________________________
 NM0878* NAD 83(1986)-  42 38 54.     (N)    096 48 41.     (W)     SCALED    
 NM0878* NAVD 88     -       414.232  (meters)    1359.03   (feet)  ADJUSTED  
 NM0878  ___________________________________________________________________
 NM0878  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 NM0878  DYNAMIC HT  -         414.104 (meters)    1358.61  (feet)  COMP
 NM0878  MODELED GRAV-     980,299.2   (mgal)                       NAVD 88
 NM0878
 NM0878  VERT ORDER  -  SECOND    CLASS 0
 NM0878
 NM0878.The horizontal coordinates were scaled from a topographic map and have
 NM0878.an estimated accuracy of +/- 6 seconds.
 NM0878
 NM0878.The orthometric height was determined by differential leveling
 NM0878.and adjusted by the National Geodetic Survey in June 1991..
 NM0878
 NM0878.The geoid height was determined by GEOID03.
 NM0878
 NM0878.The dynamic height is computed by dividing the NAVD 88
 NM0878.geopotential number by the normal gravity value computed on the
 NM0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0878.degrees latitude (g = 980.6199 gals.).
 NM0878
 NM0878.The modeled gravity was interpolated from observed gravity values.
 NM0878
 NM0878;                    North         East    Units  Estimated Accuracy
 NM0878;SPC NE       -   317,380.      761,380.      MT  (+/- 180 meters Scaled)
 NM0878
 NM0878                          SUPERSEDED SURVEY CONTROL
 NM0878
 NM0878  NGVD 29 (??/??/92)  414.047  (m)         1358.42   (f) ADJ UNCH    2 0
 NM0878
 NM0878.Superseded values are not recommended for survey control.
 NM0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0878.See file dsdata.txt to determine how the superseded data were derived.
 NM0878
 NM0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN794240(NAD 83)
 NM0878_MARKER: DB = BENCH MARK DISK
 NM0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0878_STAMPING: G 276 1949
 NM0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0878+STABILITY: SURFACE MOTION
 NM0878
 NM0878  HISTORY     - Date     Condition        Report By
 NM0878  HISTORY     - 1949     MONUMENTED       CGS
 NM0878  HISTORY     - 1962     GOOD             NGS
 NM0878
 NM0878                          STATION DESCRIPTION
 NM0878
 NM0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0878'4.3 MI SE FROM NEWCASTLE.
 NM0878'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 NM0878'AT NEWCASTLE, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 NM0878'THENCE 1.45 MILES EAST ALONG A GRADED DIRT ROAD, AT A FARM HOME
 NM0878'OWNED BY SILVESTER BEYLER AND OCCUPIED BY H.G. SHELLENBERGER, .1
 NM0878'MILE SOUTH OF SOUTHEAST CORNER OF THE HOUSE, 165 FEET NORTH OF
 NM0878'THE CENTERLINE OF THE ROAD, 67.7 FEET EAST OF A PRIVATE DRIVEWAY,
 NM0878'2 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5
 NM0878'FOOT CONCRETE POST PROJECTING 2.4 FEET ABOVE GROUND.
 NM0878
 NM0878                          STATION RECOVERY (1962)
 NM0878
 NM0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NM0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0137 ***********************************************************************
 LG0137  DESIGNATION -  G 277
 LG0137  PID         -  LG0137
 LG0137  STATE/COUNTY-  NE/CASS
 LG0137  USGS QUAD   -  MANLEY (1966)
 LG0137
 LG0137                         *CURRENT SURVEY CONTROL
 LG0137  ___________________________________________________________________
 LG0137* NAD 83(1986)-  40 53 14.     (N)    096 08 27.     (W)     SCALED    
 LG0137* NAVD 88     -       376.313  (meters)    1234.62   (feet)  ADJUSTED  
 LG0137  ___________________________________________________________________
 LG0137  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 LG0137  DYNAMIC HT  -         376.155 (meters)    1234.10  (feet)  COMP
 LG0137  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 LG0137
 LG0137  VERT ORDER  -  SECOND    CLASS 0
 LG0137
 LG0137.The horizontal coordinates were scaled from a topographic map and have
 LG0137.an estimated accuracy of +/- 6 seconds.
 LG0137
 LG0137.The orthometric height was determined by differential leveling
 LG0137.and adjusted by the National Geodetic Survey in June 1991..
 LG0137
 LG0137.The geoid height was determined by GEOID03.
 LG0137
 LG0137.The dynamic height is computed by dividing the NAVD 88
 LG0137.geopotential number by the normal gravity value computed on the
 LG0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0137.degrees latitude (g = 980.6199 gals.).
 LG0137
 LG0137.The modeled gravity was interpolated from observed gravity values.
 LG0137
 LG0137;                    North         East    Units  Estimated Accuracy
 LG0137;SPC NE       -   124,270.      825,040.      MT  (+/- 180 meters Scaled)
 LG0137
 LG0137                          SUPERSEDED SURVEY CONTROL
 LG0137
 LG0137  NGVD 29 (??/??/92)  376.221  (m)         1234.32   (f) ADJ UNCH    2 0
 LG0137
 LG0137.Superseded values are not recommended for survey control.
 LG0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0137.See file dsdata.txt to determine how the superseded data were derived.
 LG0137
 LG0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL408301(NAD 83)
 LG0137_MARKER: DB = BENCH MARK DISK
 LG0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0137_STAMPING: G 277 1950
 LG0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0137+STABILITY: SURFACE MOTION
 LG0137
 LG0137  HISTORY     - Date     Condition        Report By
 LG0137  HISTORY     - 1950     MONUMENTED       CGS
 LG0137  HISTORY     - 1964     GOOD             USGS
 LG0137
 LG0137                          STATION DESCRIPTION
 LG0137
 LG0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0137'1.6 MI N FROM WEEPING WATER.
 LG0137'1.6 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE HIGH SCHOOL AT
 LG0137'WEEPING WATER, AT A WHITE FARMHOUSE OCCUPIED BY FRED REHMEIR,
 LG0137'255 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 LG0137'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 4.3 FEET
 LG0137'EAST OF THE SOUTHEAST CORNER OF A GARAGE, 9 FEET WEST OF THE
 LG0137'CENTER OF A GATE, 1.3 FEET SOUTH OF A FENCE, SET IN THE TOP OF A
 LG0137'CONCRETE POST.
 LG0137
 LG0137                          STATION RECOVERY (1964)
 LG0137
 LG0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0509 ***********************************************************************
 NM0509  DESIGNATION -  G 278
 NM0509  PID         -  NM0509
 NM0509  STATE/COUNTY-  NE/THURSTON
 NM0509  USGS QUAD   -  MACY (1966)
 NM0509
 NM0509                         *CURRENT SURVEY CONTROL
 NM0509  ___________________________________________________________________
 NM0509* NAD 83(1986)-  42 07 07.     (N)    096 17 45.     (W)     SCALED    
 NM0509* NAVD 88     -       322.608  (meters)    1058.42   (feet)  ADJUSTED  
 NM0509  ___________________________________________________________________
 NM0509  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 NM0509  DYNAMIC HT  -         322.497 (meters)    1058.06  (feet)  COMP
 NM0509  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 NM0509
 NM0509  VERT ORDER  -  SECOND    CLASS 0
 NM0509
 NM0509.The horizontal coordinates were scaled from a topographic map and have
 NM0509.an estimated accuracy of +/- 6 seconds.
 NM0509
 NM0509.The orthometric height was determined by differential leveling
 NM0509.and adjusted by the National Geodetic Survey in June 1991..
 NM0509
 NM0509.The geoid height was determined by GEOID03.
 NM0509
 NM0509.The dynamic height is computed by dividing the NAVD 88
 NM0509.geopotential number by the normal gravity value computed on the
 NM0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0509.degrees latitude (g = 980.6199 gals.).
 NM0509
 NM0509.The modeled gravity was interpolated from observed gravity values.
 NM0509
 NM0509;                    North         East    Units  Estimated Accuracy
 NM0509;SPC NE       -   260,290.      806,140.      MT  (+/- 180 meters Scaled)
 NM0509
 NM0509                          SUPERSEDED SURVEY CONTROL
 NM0509
 NM0509  NGVD 29 (??/??/92)  322.461  (m)         1057.94   (f) ADJ UNCH    2 0
 NM0509
 NM0509.Superseded values are not recommended for survey control.
 NM0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0509.See file dsdata.txt to determine how the superseded data were derived.
 NM0509
 NM0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM235664(NAD 83)
 NM0509_MARKER: DB = BENCH MARK DISK
 NM0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0509_STAMPING: G 278 1949
 NM0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0509+STABILITY: SURFACE MOTION
 NM0509
 NM0509  HISTORY     - Date     Condition        Report By
 NM0509  HISTORY     - 1949     MONUMENTED       CGS
 NM0509
 NM0509                          STATION DESCRIPTION
 NM0509
 NM0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0509'3.6 MI NE FROM MACY.
 NM0509'0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL
 NM0509'AT MACY, 0.5 MILE EAST ALONG A GRAVELED ROAD, 0.85 MILE NORTHEAST
 NM0509'ALONG A GRAVELED ROAD, 1.6 MILES EAST ALONG A GRADED DIRT ROAD,
 NM0509'0.5 MILE EAST ALONG A DIRT ROAD, IN LINE WITH THE CENTERLINE
 NM0509'OF A ROAD LEADING SOUTHEAST, 46 FEET NORTH OF THE CENTERLINE OF
 NM0509'THE ROAD LEADING WEST, 15 FEET WEST OF THE CENTERLINE OF A TRAIL
 NM0509'ROAD LEADING NORTH, 25.0 FEET NORTHWEST OF A 16-IN. COTTONWOOD
 NM0509'WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 2.0
 NM0509'FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT
 NM0509'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0078 ***********************************************************************
 LH0078  DESIGNATION -  G 279
 LH0078  PID         -  LH0078
 LH0078  STATE/COUNTY-  NE/HALL
 LH0078  USGS QUAD   -  ALDA (1993)
 LH0078
 LH0078                         *CURRENT SURVEY CONTROL
 LH0078  ___________________________________________________________________
 LH0078* NAD 83(1995)-  40 52 10.04006(N)    098 28 05.59654(W)     ADJUSTED  
 LH0078* NAVD 88     -       584.207  (meters)    1916.69   (feet)  ADJUSTED  
 LH0078  ___________________________________________________________________
 LH0078  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LH0078  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 LH0078  DYNAMIC HT  -         583.897 (meters)    1915.67  (feet)  COMP
 LH0078  MODELED GRAV-     980,076.0   (mgal)                       NAVD 88
 LH0078
 LH0078  HORZ ORDER  -  THIRD
 LH0078  VERT ORDER  -  FIRST     CLASS II
 LH0078
 LH0078.The horizontal coordinates were established by classical geodetic methods
 LH0078.and adjusted by the National Geodetic Survey in August 1997..
 LH0078.No horizontal observational check was made to the station.
 LH0078
 LH0078.The orthometric height was determined by differential leveling
 LH0078.and adjusted by the National Geodetic Survey in June 1991..
 LH0078
 LH0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0078
 LH0078.The geoid height was determined by GEOID03.
 LH0078
 LH0078.The dynamic height is computed by dividing the NAVD 88
 LH0078.geopotential number by the normal gravity value computed on the
 LH0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0078.degrees latitude (g = 980.6199 gals.).
 LH0078
 LH0078.The modeled gravity was interpolated from observed gravity values.
 LH0078
 LH0078;                    North         East     Units Scale Factor Converg.
 LH0078;SPC NE       -   116,181.389   629,087.498   MT  0.99971983   +1 00 54.4
 LH0078;UTM  14      - 4,524,401.631   544,811.624   MT  0.99962472   +0 20 52.7
 LH0078
 LH0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0078!SPC NE       -   0.99991228  x   0.99971983  =   0.99963213
 LH0078!UTM  14      -   0.99991228  x   0.99962472  =   0.99953703
 LH0078
 LH0078|---------------------------------------------------------------------|
 LH0078| PID    Reference Object                     Distance      Geod. Az  |
 LH0078|                                                           dddmmss.s |
 LH0078| CN8549 ALDA RM 3                                          05559     |
 LH0078| LH1152 ALDA                                APPROX. 0.7 KM 0560024.3 |
 LH0078|---------------------------------------------------------------------|
 LH0078
 LH0078                          SUPERSEDED SURVEY CONTROL
 LH0078
 LH0078  NAD 83(1986)-  40 52 10.04715(N)    098 28 05.59777(W) AD(       ) 3
 LH0078  NAD 27      -  40 52 09.99923(N)    098 28 04.36081(W) AD(       ) 3
 LH0078  NGVD 29 (02/14/92)  583.960  (m)         1915.88   (f) ADJUSTED    1 2
 LH0078
 LH0078.Superseded values are not recommended for survey control.
 LH0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0078.See file dsdata.txt to determine how the superseded data were derived.
 LH0078
 LH0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4481224402(NAD 83)
 LH0078_MARKER: DB = BENCH MARK DISK
 LH0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0078_SP_SET: CONCRETE POST
 LH0078_STAMPING: G 279 1949
 LH0078_MARK LOGO: CGS   
 LH0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0078+STABILITY: SURFACE MOTION
 LH0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0078+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0078
 LH0078  HISTORY     - Date     Condition        Report By
 LH0078  HISTORY     - 1949     MONUMENTED       CGS
 LH0078  HISTORY     - 1978     GOOD             NGS
 LH0078  HISTORY     - 1990     GOOD             USPSQD
 LH0078  HISTORY     - 19910924 GOOD             NGS
 LH0078  HISTORY     - 20010810 MARK NOT FOUND   USPSQD
 LH0078
 LH0078                          STATION DESCRIPTION
 LH0078
 LH0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0078'AT ALDA.
 LH0078'110 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 30, 53.0
 LH0078'FEET SOUTHWEST OF THE WEST CORNER OF THE PLATFORM ON THE
 LH0078'SOUTHWEST END OF THE UNION PACIFIC RAILROAD STATION, 32.0 FEET
 LH0078'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF TRACKS,
 LH0078'2.0 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 LH0078'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0078
 LH0078                          STATION RECOVERY (1978)
 LH0078
 LH0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LH0078'MARK WAS RECOVERED IN GOOD CONDITION IN ALDA AT THE INTERSECTION OF
 LH0078'U.S. HIGHWAY 30, WHICH IS ALSO FRONT STREET, AND VINE STREET, 110 FT
 LH0078'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32 FT NORTH OF THE NORTH RAIL
 LH0078'OF TWO TRACKS, 23 FT EAST OF THE PROJECTED CENTERLINE OF VINE STREET,
 LH0078'7 FT WEST OF A POWER LINE POLE AND 2 FT NORTH OF A WITNESS POST.
 LH0078
 LH0078                          STATION RECOVERY (1990)
 LH0078
 LH0078'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0078'RECOVERED IN GOOD CONDITION.
 LH0078
 LH0078                          STATION RECOVERY (1991)
 LH0078
 LH0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0078'IN ALDA, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND VINE STREET,
 LH0078'96.0 M (315.0 FT) SOUTHWEST OF THE CENTER OF A PAVED ROAD, 33.2 M
 LH0078'(108.9 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 10.1 M (33.1 FT)
 LH0078'NORTHWEST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 6.5 M (21.3
 LH0078'FT) NORTHEAST OF THE EXTENDED CENTER OF THE STREET, 1.9 M (6.2 FT)
 LH0078'NORTHEAST OF A UTILITY POLE WITH A GUY CABLE, 0.3 M (1.0 FT)
 LH0078'NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 LH0078'HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 LH0078'SURFACE.
 LH0078
 LH0078                          STATION RECOVERY (2001)
 LH0078
 LH0078'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LH0078'SITE LOCATED. U.S.HWY 30 HAS BEEN RECONSTRUCTED AND WIDEN. SURROUNDING
 LH0078'AREA HAS CHANGED. UTILITY POLE NO LONGER IN AREA, NO WITNESS POST.
 LH0078'MARK SEARCHED FOR, BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0149 ***********************************************************************
 LJ0149  DESIGNATION -  G 28
 LJ0149  PID         -  LJ0149
 LJ0149  STATE/COUNTY-  NE/LINCOLN
 LJ0149  USGS QUAD   -  WELLFLEET (1956)
 LJ0149
 LJ0149                         *CURRENT SURVEY CONTROL
 LJ0149  ___________________________________________________________________
 LJ0149* NAD 83(1986)-  40 49 06.     (N)    100 40 38.     (W)     SCALED    
 LJ0149* NAVD 88     -       896.464  (meters)    2941.15   (feet)  ADJUSTED  
 LJ0149  ___________________________________________________________________
 LJ0149  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 LJ0149  DYNAMIC HT  -         895.907 (meters)    2939.32  (feet)  COMP
 LJ0149  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 LJ0149
 LJ0149  VERT ORDER  -  SECOND    CLASS 0
 LJ0149
 LJ0149.The horizontal coordinates were scaled from a topographic map and have
 LJ0149.an estimated accuracy of +/- 6 seconds.
 LJ0149
 LJ0149.The orthometric height was determined by differential leveling
 LJ0149.and adjusted by the National Geodetic Survey in June 1994..
 LJ0149
 LJ0149.The geoid height was determined by GEOID03.
 LJ0149
 LJ0149.The dynamic height is computed by dividing the NAVD 88
 LJ0149.geopotential number by the normal gravity value computed on the
 LJ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0149.degrees latitude (g = 980.6199 gals.).
 LJ0149
 LJ0149.The modeled gravity was interpolated from observed gravity values.
 LJ0149
 LJ0149;                    North         East    Units  Estimated Accuracy
 LJ0149;SPC NE       -   109,590.      442,880.      MT  (+/- 180 meters Scaled)
 LJ0149
 LJ0149                          SUPERSEDED SURVEY CONTROL
 LJ0149
 LJ0149  NAVD 88 (06/15/91)  896.462  (m)         2941.14   (f) UNKNOWN     2 0
 LJ0149  NGVD 29 (??/??/92)  896.099  (m)         2939.95   (f) ADJ UNCH    2 0
 LJ0149
 LJ0149.Superseded values are not recommended for survey control.
 LJ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0149.See file dsdata.txt to determine how the superseded data were derived.
 LJ0149
 LJ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL585199(NAD 83)
 LJ0149_MARKER: DB = BENCH MARK DISK
 LJ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0149_STAMPING: G 28 1934
 LJ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0149+STABILITY: SURFACE MOTION
 LJ0149
 LJ0149  HISTORY     - Date     Condition        Report By
 LJ0149  HISTORY     - 1934     MONUMENTED       CGS
 LJ0149  HISTORY     - 1941     GOOD             NGS
 LJ0149  HISTORY     - 19950619 MARK NOT FOUND   NGS
 LJ0149
 LJ0149                          STATION DESCRIPTION
 LJ0149
 LJ0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0149'14 MI N FROM MAYWOOD.
 LJ0149'IN LINCOLN COUNTY, 14.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM
 LJ0149'MAYWOOD, FRONTIER COUNTY, 37 FEET EAST OF THE CENTERLINE OF THE
 LJ0149'HIGHWAY, AND 3 FEET SOUTH OF A CROSS FENCE.  A STANDARD DISK,
 LJ0149'STAMPED G 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0149
 LJ0149                          STATION RECOVERY (1995)
 LJ0149
 LJ0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0149'SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0816 ***********************************************************************
 MK0816  DESIGNATION -  G 280
 MK0816  PID         -  MK0816
 MK0816  STATE/COUNTY-  NE/SARPY
 MK0816  USGS QUAD   -  RALSTON (1984)
 MK0816
 MK0816                         *CURRENT SURVEY CONTROL
 MK0816  ___________________________________________________________________
 MK0816* NAD 83(1986)-  41 10 32.     (N)    096 05 40.     (W)     SCALED    
 MK0816* NAVD 88     -       317.359  (meters)    1041.20   (feet)  ADJUSTED  
 MK0816  ___________________________________________________________________
 MK0816  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 MK0816  DYNAMIC HT  -         317.226 (meters)    1040.77  (feet)  COMP
 MK0816  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 MK0816
 MK0816  VERT ORDER  -  SECOND    CLASS 0
 MK0816
 MK0816.The horizontal coordinates were scaled from a topographic map and have
 MK0816.an estimated accuracy of +/- 6 seconds.
 MK0816
 MK0816.The orthometric height was determined by differential leveling
 MK0816.and adjusted by the National Geodetic Survey in June 1991..
 MK0816
 MK0816.The geoid height was determined by GEOID03.
 MK0816
 MK0816.The dynamic height is computed by dividing the NAVD 88
 MK0816.geopotential number by the normal gravity value computed on the
 MK0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0816.degrees latitude (g = 980.6199 gals.).
 MK0816
 MK0816.The modeled gravity was interpolated from observed gravity values.
 MK0816
 MK0816;                    North         East    Units  Estimated Accuracy
 MK0816;SPC NE       -   156,420.      827,500.      MT  (+/- 180 meters Scaled)
 MK0816
 MK0816                          SUPERSEDED SURVEY CONTROL
 MK0816
 MK0816  NGVD 29 (??/??/92)  317.246  (m)         1040.83   (f) ADJ UNCH    2 0
 MK0816
 MK0816.Superseded values are not recommended for survey control.
 MK0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0816.See file dsdata.txt to determine how the superseded data were derived.
 MK0816
 MK0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL437623(NAD 83)
 MK0816_MARKER: DB = BENCH MARK DISK
 MK0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0816_STAMPING: G 280 1950
 MK0816_MARK LOGO: CGS   
 MK0816_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0816+STABILITY: SURFACE MOTION
 MK0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0816+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1997
 MK0816
 MK0816  HISTORY     - Date     Condition        Report By
 MK0816  HISTORY     - 1950     MONUMENTED       CGS
 MK0816  HISTORY     - 19970320 GOOD             NGS
 MK0816
 MK0816                          STATION DESCRIPTION
 MK0816
 MK0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0816'4.5 MI NW FROM PAPILLION.
 MK0816'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 50 FROM THE COURTHOUSE
 MK0816'AT PAPILLION, THENCE 2.15 MILES NORTH ALONG A GRAVELED ROAD,
 MK0816'THENCE 0.25 MILE WEST ALONG A GRAVELED ROAD, AT THE PORTAL SCHOOL,
 MK0816'93 FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING,
 MK0816'47 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO, BURLINGTON AND
 MK0816'QUINCY RAILROAD, 31 FEET EAST OF THE CENTER OF A GATE, 11 FEET
 MK0816'SOUTHWEST OF POLE 473+30, 1 FOOT NORTHWEST OF A FENCE, 2 FEET
 MK0816'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0816'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK0816
 MK0816                          STATION RECOVERY (1997)
 MK0816
 MK0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 MK0816'RECOVERED IN GOOD CONDITION BUT THE AREA IS BEING DEVELOPED INTO AN
 MK0816'INDUSTRIAL SITE AND THE MARK WILL BE DESTROYED.  BENCH MARK G 280
 MK0816'RESET, IN 1997, WAS ESTABLISHED IN THE PAPILLION CREEK BRIDGE FOR
 MK0816'GILES ROAD, AND ABOUT 100 M (328.1 FT) WEST-NORTHWEST OF THE ORIGINAL
 MK0816'MARK.  FOR FURTHER DETAILS, SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1441 ***********************************************************************
 AI1441  DESIGNATION -  G 280 A
 AI1441  PID         -  AI1441
 AI1441  STATE/COUNTY-  NE/SARPY
 AI1441  USGS QUAD   -  RALSTON (1984)
 AI1441
 AI1441                         *CURRENT SURVEY CONTROL
 AI1441  ___________________________________________________________________
 AI1441* NAD 83(1986)-  41 10 33.     (N)    096 05 43.     (W)     SCALED    
 AI1441* NAVD 88     -       319.64   (meters)    1048.7    (feet)  RESET     
 AI1441  ___________________________________________________________________
 AI1441  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AI1441
 AI1441  VERT ORDER  -  THIRD
 AI1441
 AI1441.The horizontal coordinates were scaled from a topographic map and have
 AI1441.an estimated accuracy of +/- 6 seconds.
 AI1441
 AI1441.The orthometric height was computed from unverified reset data.
 AI1441.No vertical observational check was made to the station.
 AI1441
 AI1441.The geoid height was determined by GEOID03.
 AI1441
 AI1441;                    North         East    Units  Estimated Accuracy
 AI1441;SPC NE       -   156,450.      827,430.      MT  (+/- 180 meters Scaled)
 AI1441
 AI1441                          SUPERSEDED SURVEY CONTROL
 AI1441
 AI1441.No superseded survey control is available for this station.
 AI1441
 AI1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL436623(NAD 83)
 AI1441_MARKER: DD = SURVEY DISK
 AI1441_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI1441_SP_SET: BRIDGE WINGWALL
 AI1441_STAMPING: G 280 A
 AI1441_MARK LOGO: NEDR  
 AI1441_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1441+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI1441
 AI1441  HISTORY     - Date     Condition        Report By
 AI1441  HISTORY     - 1997     MONUMENTED       NEDR
 AI1441
 AI1441                          STATION DESCRIPTION
 AI1441
 AI1441'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997
 AI1441'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF THE MILLARD
 AI1441'MUNICIPAL AIRPORT, 1.25 MI (2.01 KM) EAST OF THE INTERCHANGE OF
 AI1441'INTERSTATE HIGHWAY 80 AND 120TH STREET, 2.75 MI (4.43 KM) WEST OF THE
 AI1441'INTERSECTION OF 84TH STREET AND GILES ROAD AND IN THE NW1/4, SEC20,
 AI1441'T14N, R12E AND IN A BRIDGE OVER PAPILLION CREEK.  TO REACH THE MARK
 AI1441'FROM THE INTERSECTION OF 84TH STREET AND GILES ROAD, IN THE SOUTHWEST
 AI1441'PART OF OMAHA, GO WEST ON GILES ROAD FOR 2.75 MI (4.43 KM) TO THE MARK
 AI1441'ON THE LEFT, IN THE TOP OF THE WINGWALL FOR THE SOUTH END OF THE WEST
 AI1441'ABUTMENT OF THE BRIDGE, 21.6 FT (6.6 M) SOUTH OF THE CENTERLINE OF THE
 AI1441'EAST-BOUND LANES, 1.25 FT (0.38 M) SOUTH-SOUTHWEST OF A WITNESS POST
 AI1441'AND 1.3 FT (0.4 M) SOUTH-SOUTHEAST OF THE WEST END OF THE CONCRETE
 AI1441'GUARD RAIL.  BENCH MARK G 280 RESET IS IN THE SOUTH END OF THE EAST
 AI1441'ABUTMENT OF THIS BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9616 ***********************************************************************
 AG9616  DESIGNATION -  G 280 RESET
 AG9616  PID         -  AG9616
 AG9616  STATE/COUNTY-  NE/SARPY
 AG9616  USGS QUAD   -  RALSTON (1984)
 AG9616
 AG9616                         *CURRENT SURVEY CONTROL
 AG9616  ___________________________________________________________________
 AG9616* NAD 83(1986)-  41 10 33.     (N)    096 05 42.     (W)     SCALED    
 AG9616* NAVD 88     -       317.97   (meters)    1043.2    (feet)  RESET     
 AG9616  ___________________________________________________________________
 AG9616  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AG9616
 AG9616  VERT ORDER  -  THIRD
 AG9616
 AG9616.The horizontal coordinates were scaled from a topographic map and have
 AG9616.an estimated accuracy of +/- 6 seconds.
 AG9616
 AG9616.The orthometric height was computed from unverified reset data.
 AG9616
 AG9616.The geoid height was determined by GEOID03.
 AG9616
 AG9616;                    North         East    Units  Estimated Accuracy
 AG9616;SPC NE       -   156,450.      827,460.      MT  (+/- 180 meters Scaled)
 AG9616
 AG9616                          SUPERSEDED SURVEY CONTROL
 AG9616
 AG9616.No superseded survey control is available for this station.
 AG9616
 AG9616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL436623(NAD 83)
 AG9616_MARKER: DV = VERTICAL CONTROL DISK
 AG9616_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9616_SP_SET: BRIDGE ABUTMENT
 AG9616_STAMPING: G 280 RESET 1997
 AG9616_MARK LOGO: NGS   
 AG9616_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9616+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9616
 AG9616  HISTORY     - Date     Condition        Report By
 AG9616  HISTORY     - 1997     MONUMENTED       NGS
 AG9616
 AG9616                          STATION DESCRIPTION
 AG9616
 AG9616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 AG9616'LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF THE MILLARD MUNICIPAL
 AG9616'AIRPORT, 1.25 MI (2.01 KM) EAST OF THE INTERCHANGE OF INTERSTATE
 AG9616'HIGHWAY 80 AND 126TH STREET, 2.75 MI (4.43 KM) WEST OF THE
 AG9616'INTERSECTION OF 84TH STREET AND GILES ROAD AND IN THE NW1/4, SEC20,
 AG9616'T14N, R12E AND IN A BRIDGE OVER PAPILLION CREEK.  TO REACH FROM THE
 AG9616'INTERSECTION OF 84TH STREET AND GILES ROAD, IN THE SOUTHWEST PART OF
 AG9616'OMAHA, GO WEST ON GILES ROAD FOR 2.75 MI (4.43 KM) TO THE MARK ON THE
 AG9616'LEFT, IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF THE WEST ONE
 AG9616'OF 2 BRIDGES OF GILES ROAD OVER PAPILLION CREEK.  IT IS 46.6 FT (14.2
 AG9616'M) SOUTH OF THE CENTERLINE OF THE BRIDGE AND 1.31 FT (0.40 M) WEST OF
 AG9616'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0332 ***********************************************************************
 ML0332  DESIGNATION -  G 281
 ML0332  PID         -  ML0332
 ML0332  STATE/COUNTY-  NE/HOWARD
 ML0332  USGS QUAD   -  BOELUS (1978)
 ML0332
 ML0332                         *CURRENT SURVEY CONTROL
 ML0332  ___________________________________________________________________
 ML0332* NAD 83(1986)-  41 05 30.     (N)    098 43 47.     (W)     SCALED    
 ML0332* NAVD 88     -       623.617  (meters)    2045.98   (feet)  ADJUSTED  
 ML0332  ___________________________________________________________________
 ML0332  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 ML0332  DYNAMIC HT  -         623.300 (meters)    2044.94  (feet)  COMP
 ML0332  MODELED GRAV-     980,094.9   (mgal)                       NAVD 88
 ML0332
 ML0332  VERT ORDER  -  FIRST     CLASS II
 ML0332
 ML0332.The horizontal coordinates were scaled from a topographic map and have
 ML0332.an estimated accuracy of +/- 6 seconds.
 ML0332
 ML0332.The orthometric height was determined by differential leveling
 ML0332.and adjusted by the National Geodetic Survey in June 1991..
 ML0332
 ML0332.The geoid height was determined by GEOID03.
 ML0332
 ML0332.The dynamic height is computed by dividing the NAVD 88
 ML0332.geopotential number by the normal gravity value computed on the
 ML0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0332.degrees latitude (g = 980.6199 gals.).
 ML0332
 ML0332.The modeled gravity was interpolated from observed gravity values.
 ML0332
 ML0332;                    North         East    Units  Estimated Accuracy
 ML0332;SPC NE       -   140,490.      606,690.      MT  (+/- 180 meters Scaled)
 ML0332
 ML0332                          SUPERSEDED SURVEY CONTROL
 ML0332
 ML0332  NGVD 29 (??/??/92)  623.382  (m)         2045.21   (f) ADJ UNCH    1 2
 ML0332
 ML0332.Superseded values are not recommended for survey control.
 ML0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0332.See file dsdata.txt to determine how the superseded data were derived.
 ML0332
 ML0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL226489(NAD 83)
 ML0332_MARKER: DB = BENCH MARK DISK
 ML0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0332_STAMPING: G 281 1949
 ML0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0332+STABILITY: SURFACE MOTION
 ML0332
 ML0332  HISTORY     - Date     Condition        Report By
 ML0332  HISTORY     - 1949     MONUMENTED       CGS
 ML0332
 ML0332                          STATION DESCRIPTION
 ML0332
 ML0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0332'1.8 MI NW FROM BOELUS.
 ML0332'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0332'RAILROAD STATION AT BOELUS, THENCE 1.1 MILES NORTH ALONG A COUNTY
 ML0332'ROAD, 0.1 MILE NORTH OF THE SOUTHEAST CORNER OF SECTION 18, T. 13
 ML0332'N., R. 12 W., 108 FEET EAST OF THE SOUTHEAST CORNER OF THE ALBERT
 ML0332'WHITEFOOT FARMHOUSE, 40 FEET WEST OF THE CENTER LINE OF THE ROAD,
 ML0332'6 FEET WEST OF A CORNER FENCE POST, 1.5 FEET SOUTH OF A FENCE,
 ML0332'1.3 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 ML0332'AT A DEPTH OF 5 FEET AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0268 ***********************************************************************
 ML0268  DESIGNATION -  G 282
 ML0268  PID         -  ML0268
 ML0268  STATE/COUNTY-  NE/HOWARD
 ML0268  USGS QUAD   -  ST PAUL (1974)
 ML0268
 ML0268                         *CURRENT SURVEY CONTROL
 ML0268  ___________________________________________________________________
 ML0268* NAD 83(1986)-  41 11 31.     (N)    098 28 48.     (W)     SCALED    
 ML0268* NAVD 88     -       557.324  (meters)    1828.49   (feet)  ADJUSTED  
 ML0268  ___________________________________________________________________
 ML0268  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 ML0268  DYNAMIC HT  -         557.041 (meters)    1827.56  (feet)  COMP
 ML0268  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 ML0268
 ML0268  VERT ORDER  -  SECOND    CLASS 0
 ML0268
 ML0268.The horizontal coordinates were scaled from a topographic map and have
 ML0268.an estimated accuracy of +/- 6 seconds.
 ML0268
 ML0268.The orthometric height was determined by differential leveling
 ML0268.and adjusted by the National Geodetic Survey in June 1991..
 ML0268
 ML0268.The geoid height was determined by GEOID03.
 ML0268
 ML0268.The dynamic height is computed by dividing the NAVD 88
 ML0268.geopotential number by the normal gravity value computed on the
 ML0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0268.degrees latitude (g = 980.6199 gals.).
 ML0268
 ML0268.The modeled gravity was interpolated from observed gravity values.
 ML0268
 ML0268;                    North         East    Units  Estimated Accuracy
 ML0268;SPC NE       -   151,960.      627,470.      MT  (+/- 180 meters Scaled)
 ML0268
 ML0268                          SUPERSEDED SURVEY CONTROL
 ML0268
 ML0268  NGVD 29 (??/??/92)  557.078  (m)         1827.68   (f) ADJ UNCH    2 0
 ML0268
 ML0268.Superseded values are not recommended for survey control.
 ML0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0268.See file dsdata.txt to determine how the superseded data were derived.
 ML0268
 ML0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL436601(NAD 83)
 ML0268_MARKER: DB = BENCH MARK DISK
 ML0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0268_STAMPING: G 282 1949
 ML0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0268+STABILITY: SURFACE MOTION
 ML0268
 ML0268  HISTORY     - Date     Condition        Report By
 ML0268  HISTORY     - 1949     MONUMENTED       CGS
 ML0268
 ML0268                          STATION DESCRIPTION
 ML0268
 ML0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0268'2.8 MI SW FROM ST PAUL.
 ML0268'0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 ML0268'ST. PAUL, THENCE 1.2 MILES WEST ALONG A COUNTY ROAD, THENCE
 ML0268'1.0 MILE SOUTH ALONG A COUNTY ROAD, AT THE SOUTHWEST CORNER
 ML0268'OF SECTION 9, T. 14 N., R. 10 W., IN THE NORTHEAST QUARTER
 ML0268'OF A ROAD CROSSING, 48 FEET EAST OF THE CENTER LINE OF THE
 ML0268'NORTH-SOUTH ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE
 ML0268'EAST-WEST ROAD, 18 FEET EAST OF A CORNER FENCE POST, 2 FEET
 ML0268'NORTH OF A FENCE, 2.8 FEET NORTHEAST OF A REFERENCE POST, SET
 ML0268'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 ML0268'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0430 ***********************************************************************
 ML0430  DESIGNATION -  G 283
 ML0430  PID         -  ML0430
 ML0430  STATE/COUNTY-  NE/HOWARD
 ML0430  USGS QUAD   -  DANNEBROG (1974)
 ML0430
 ML0430                         *CURRENT SURVEY CONTROL
 ML0430  ___________________________________________________________________
 ML0430* NAD 83(1986)-  41 05 26.     (N)    098 36 49.     (W)     SCALED    
 ML0430* NAVD 88     -       605.580  (meters)    1986.81   (feet)  ADJUSTED  
 ML0430  ___________________________________________________________________
 ML0430  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 ML0430  DYNAMIC HT  -         605.274 (meters)    1985.80  (feet)  COMP
 ML0430  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 ML0430
 ML0430  VERT ORDER  -  SECOND    CLASS 0
 ML0430
 ML0430.The horizontal coordinates were scaled from a topographic map and have
 ML0430.an estimated accuracy of +/- 6 seconds.
 ML0430
 ML0430.The orthometric height was determined by differential leveling
 ML0430.and adjusted by the National Geodetic Survey in June 1991..
 ML0430
 ML0430.The geoid height was determined by GEOID03.
 ML0430
 ML0430.The dynamic height is computed by dividing the NAVD 88
 ML0430.geopotential number by the normal gravity value computed on the
 ML0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0430.degrees latitude (g = 980.6199 gals.).
 ML0430
 ML0430.The modeled gravity was interpolated from observed gravity values.
 ML0430
 ML0430;                    North         East    Units  Estimated Accuracy
 ML0430;SPC NE       -   140,520.      616,440.      MT  (+/- 180 meters Scaled)
 ML0430
 ML0430                          SUPERSEDED SURVEY CONTROL
 ML0430
 ML0430  NGVD 29 (??/??/92)  605.343  (m)         1986.03   (f) ADJ UNCH    2 0
 ML0430
 ML0430.Superseded values are not recommended for survey control.
 ML0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0430.See file dsdata.txt to determine how the superseded data were derived.
 ML0430
 ML0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL324488(NAD 83)
 ML0430_MARKER: DB = BENCH MARK DISK
 ML0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0430_STAMPING: G 283 1949
 ML0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0430+STABILITY: SURFACE MOTION
 ML0430
 ML0430  HISTORY     - Date     Condition        Report By
 ML0430  HISTORY     - 1949     MONUMENTED       CGS
 ML0430
 ML0430                          STATION DESCRIPTION
 ML0430
 ML0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0430'3.5 MI S FROM NYSTED.
 ML0430'1.3 MILES SOUTH ALONG A COUNTY ROAD FROM THE RECREATION HALL AT
 ML0430'NYSTED, THENCE 2.2 MILES SOUTH ALONG STATE HIGHWAY NO. 58 AND
 ML0430'STATE HIGHWAY NO. 60, AT THE NORTHWEST CORNER OF SECTION 20,
 ML0430'T. 13 N., R. 11 W., AT THE NORTHWEST CORNER OF A CULTIVATED
 ML0430'FIELD, 0.2 MILE NORTH OF A ROAD CROSSING, 33 FEET EAST OF THE
 ML0430'CENTER LINE OF THE HIGHWAY, 8 FEET SOUTH OF A 3-WAY CORNER
 ML0430'FENCE POST, 1 FOOT EAST OF A FENCE LINE, 1.7 FEET WEST OF A
 ML0430'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0430'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 ML0430'BENCH MARK IS LOCATED 1.0 MILE NORTH OF BENCH MARK B 282.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0175 ***********************************************************************
 LH0175  DESIGNATION -  G 284
 LH0175  PID         -  LH0175
 LH0175  STATE/COUNTY-  NE/HALL
 LH0175  USGS QUAD   -  GRAND ISLAND (1993)
 LH0175
 LH0175                         *CURRENT SURVEY CONTROL
 LH0175  ___________________________________________________________________
 LH0175* NAD 83(1986)-  40 56 45.     (N)    098 21 30.     (W)     SCALED    
 LH0175* NAVD 88     -       567.221  (meters)    1860.96   (feet)  ADJUSTED  
 LH0175  ___________________________________________________________________
 LH0175  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 LH0175  DYNAMIC HT  -         566.923 (meters)    1859.98  (feet)  COMP
 LH0175  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 LH0175
 LH0175  VERT ORDER  -  SECOND    CLASS 0
 LH0175
 LH0175.The horizontal coordinates were scaled from a topographic map and have
 LH0175.an estimated accuracy of +/- 6 seconds.
 LH0175
 LH0175.The orthometric height was determined by differential leveling
 LH0175.and adjusted by the National Geodetic Survey in June 1991..
 LH0175
 LH0175.The geoid height was determined by GEOID03.
 LH0175
 LH0175.The dynamic height is computed by dividing the NAVD 88
 LH0175.geopotential number by the normal gravity value computed on the
 LH0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0175.degrees latitude (g = 980.6199 gals.).
 LH0175
 LH0175.The modeled gravity was interpolated from observed gravity values.
 LH0175
 LH0175;                    North         East    Units  Estimated Accuracy
 LH0175;SPC NE       -   124,830.      638,190.      MT  (+/- 180 meters Scaled)
 LH0175
 LH0175                          SUPERSEDED SURVEY CONTROL
 LH0175
 LH0175  NGVD 29 (??/??/92)  566.979  (m)         1860.16   (f) ADJ UNCH    2 0
 LH0175
 LH0175.Superseded values are not recommended for survey control.
 LH0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0175.See file dsdata.txt to determine how the superseded data were derived.
 LH0175
 LH0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL540329(NAD 83)
 LH0175_MARKER: DB = BENCH MARK DISK
 LH0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0175_STAMPING: G 284 1949
 LH0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0175+STABILITY: SURFACE MOTION
 LH0175
 LH0175  HISTORY     - Date     Condition        Report By
 LH0175  HISTORY     - 1949     MONUMENTED       CGS
 LH0175
 LH0175                          STATION DESCRIPTION
 LH0175
 LH0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0175'AT GRAND ISLAND.
 LH0175'AT GRAND ISLAND, AT THE SOUTHWEST CORNER OF LINCOLN PARK WHICH
 LH0175'IS LOCATED ON THE NORTH EDGE OF THE CITY, AT THE JUNCTION OF
 LH0175'STATE HIGHWAY NO. 2 AND U.S. HIGHWAY NO. 281, AT THE SOUTHWEST
 LH0175'CORNER OF SECTION 4, T. 11 N., R. 9 W., 75 FEET EAST OF THE
 LH0175'CENTER LINE OF THE HIGHWAYS, 36 FEET NORTH OF THE CENTER LINE OF
 LH0175'THE EAST-WEST ROAD, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LH0175'ROAD AT THE SOUTHWEST ENTRANCE TO THE PARK, IN LINE WITH THE MOST
 LH0175'SOUTHERLY ROW OF TREES, SET IN THE TOP OF A CONCRETE POST AT A
 LH0175'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0051 ***********************************************************************
 LH0051  DESIGNATION -  G 285
 LH0051  PID         -  LH0051
 LH0051  STATE/COUNTY-  NE/HALL
 LH0051  USGS QUAD   -  GRAND ISLAND (1993)
 LH0051
 LH0051                         *CURRENT SURVEY CONTROL
 LH0051  ___________________________________________________________________
 LH0051* NAD 83(1986)-  40 53 14.     (N)    098 21 14.     (W)     SCALED    
 LH0051* NAVD 88     -       565.838  (meters)    1856.42   (feet)  ADJUSTED  
 LH0051  ___________________________________________________________________
 LH0051  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 LH0051  DYNAMIC HT  -         565.539 (meters)    1855.44  (feet)  COMP
 LH0051  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 LH0051
 LH0051  VERT ORDER  -  FIRST     CLASS II
 LH0051
 LH0051.The horizontal coordinates were scaled from a topographic map and have
 LH0051.an estimated accuracy of +/- 6 seconds.
 LH0051
 LH0051.The orthometric height was determined by differential leveling
 LH0051.and adjusted by the National Geodetic Survey in June 1991..
 LH0051
 LH0051.The geoid height was determined by GEOID03.
 LH0051
 LH0051.The dynamic height is computed by dividing the NAVD 88
 LH0051.geopotential number by the normal gravity value computed on the
 LH0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0051.degrees latitude (g = 980.6199 gals.).
 LH0051
 LH0051.The modeled gravity was interpolated from observed gravity values.
 LH0051
 LH0051;                    North         East    Units  Estimated Accuracy
 LH0051;SPC NE       -   118,330.      638,680.      MT  (+/- 180 meters Scaled)
 LH0051
 LH0051                          SUPERSEDED SURVEY CONTROL
 LH0051
 LH0051  NGVD 29 (??/??/92)  565.594  (m)         1855.62   (f) ADJ UNCH    1 2
 LH0051
 LH0051.Superseded values are not recommended for survey control.
 LH0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0051.See file dsdata.txt to determine how the superseded data were derived.
 LH0051
 LH0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL544264(NAD 83)
 LH0051_MARKER: DB = BENCH MARK DISK
 LH0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0051_STAMPING: G 285 1949
 LH0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0051+STABILITY: SURFACE MOTION
 LH0051
 LH0051  HISTORY     - Date     Condition        Report By
 LH0051  HISTORY     - 1949     MONUMENTED       CGS
 LH0051
 LH0051                          STATION DESCRIPTION
 LH0051
 LH0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0051'4.2 MI S FROM GRAND ISLAND.
 LH0051'3.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0051'AT GRAND ISLAND, THENCE 0.75 MILE EAST ALONG A COUNTY ROAD,
 LH0051'AT A T-JUNCTION OF ROADS, 0.75 MILE WEST OF THE JUNCTION OF
 LH0051'U.S. HIGHWAYS NO. 34 AND 281 WITH STATE HIGHWAY NO. 2, 120
 LH0051'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 36 FEET
 LH0051'EAST OF THE CENTER LINE OF THE SIDE ROAD LEADING SOUTH, 0.6
 LH0051'FOOT WEST OF A FENCE, 1.5 FEET NORTH OF A REFERENCE POST, SET
 LH0051'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND ABOUT
 LH0051'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0399 ***********************************************************************
 LH0399  DESIGNATION -  G 286
 LH0399  PID         -  LH0399
 LH0399  STATE/COUNTY-  NE/BUFFALO
 LH0399  USGS QUAD   -  SHELTON (1974)
 LH0399
 LH0399                         *CURRENT SURVEY CONTROL
 LH0399  ___________________________________________________________________
 LH0399* NAD 83(1986)-  40 46 41.     (N)    098 44 25.     (W)     SCALED    
 LH0399* NAVD 88     -       615.263  (meters)    2018.58   (feet)  ADJUSTED  
 LH0399  ___________________________________________________________________
 LH0399  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 LH0399  DYNAMIC HT  -         614.924 (meters)    2017.46  (feet)  COMP
 LH0399  MODELED GRAV-     980,053.7   (mgal)                       NAVD 88
 LH0399
 LH0399  VERT ORDER  -  SECOND    CLASS 0
 LH0399
 LH0399.The horizontal coordinates were scaled from a topographic map and have
 LH0399.an estimated accuracy of +/- 6 seconds.
 LH0399
 LH0399.The orthometric height was determined by differential leveling
 LH0399.and adjusted by the National Geodetic Survey in June 1991..
 LH0399
 LH0399.The geoid height was determined by GEOID03.
 LH0399
 LH0399.The dynamic height is computed by dividing the NAVD 88
 LH0399.geopotential number by the normal gravity value computed on the
 LH0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0399.degrees latitude (g = 980.6199 gals.).
 LH0399
 LH0399.The modeled gravity was interpolated from observed gravity values.
 LH0399
 LH0399;                    North         East    Units  Estimated Accuracy
 LH0399;SPC NE       -   105,670.      606,310.      MT  (+/- 180 meters Scaled)
 LH0399
 LH0399                          SUPERSEDED SURVEY CONTROL
 LH0399
 LH0399  NGVD 29 (??/??/92)  615.006  (m)         2017.73   (f) ADJ UNCH    2 0
 LH0399
 LH0399.Superseded values are not recommended for survey control.
 LH0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0399.See file dsdata.txt to determine how the superseded data were derived.
 LH0399
 LH0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL219141(NAD 83)
 LH0399_MARKER: DB = BENCH MARK DISK
 LH0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0399_STAMPING: G 286 1949
 LH0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0399+STABILITY: SURFACE MOTION
 LH0399
 LH0399  HISTORY     - Date     Condition        Report By
 LH0399  HISTORY     - 1949     MONUMENTED       CGS
 LH0399  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0399
 LH0399                          STATION DESCRIPTION
 LH0399
 LH0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0399'AT SHELTON.
 LH0399'0.3 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0399'STATION AT SHELTON, 133.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 LH0399'OF THE SOUTHEAST SET OF TRACKS, 95.0 FEET SOUTHWEST OF THE
 LH0399'SOUTH CORNER OF THE MOST NORTHEASTERLY HOUSE OF THREE HOUSES
 LH0399'BELONGING TO THE UNION PACIFIC RAILROAD COMPANY, 97.0 FEET
 LH0399'SOUTHEAST OF THE SOUTH CORNER OF THE SECTION HOUSE, AND SET
 LH0399'BETWEEN 2 WHITE POSTS USED FOR FIRE EXTINGUISHERS, AND SET
 LH0399'IN THE TOP OF A 10-FOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 LH0399'THE GROUND AND WELDED ON THE END OF AN 8-FOOT SECTION OF
 LH0399'REINFORCING STEEL.
 LH0399
 LH0399                          STATION RECOVERY (1991)
 LH0399
 LH0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0399'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0446 ***********************************************************************
 LH0446  DESIGNATION -  G 287
 LH0446  PID         -  LH0446
 LH0446  STATE/COUNTY-  NE/BUFFALO
 LH0446  USGS QUAD   -  DENMAN (1993)
 LH0446
 LH0446                         *CURRENT SURVEY CONTROL
 LH0446  ___________________________________________________________________
 LH0446* NAD 83(1986)-  40 41 56.     (N)    098 43 27.     (W)     SCALED    
 LH0446* NAVD 88     -       615.143  (meters)    2018.18   (feet)  ADJUSTED  
 LH0446  ___________________________________________________________________
 LH0446  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 LH0446  DYNAMIC HT  -         614.801 (meters)    2017.06  (feet)  COMP
 LH0446  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 LH0446
 LH0446  VERT ORDER  -  SECOND    CLASS 0
 LH0446
 LH0446.The horizontal coordinates were scaled from a topographic map and have
 LH0446.an estimated accuracy of +/- 6 seconds.
 LH0446
 LH0446.The orthometric height was determined by differential leveling
 LH0446.and adjusted by the National Geodetic Survey in June 1991..
 LH0446
 LH0446.The geoid height was determined by GEOID03.
 LH0446
 LH0446.The dynamic height is computed by dividing the NAVD 88
 LH0446.geopotential number by the normal gravity value computed on the
 LH0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0446.degrees latitude (g = 980.6199 gals.).
 LH0446
 LH0446.The modeled gravity was interpolated from observed gravity values.
 LH0446
 LH0446;                    North         East    Units  Estimated Accuracy
 LH0446;SPC NE       -    96,900.      607,800.      MT  (+/- 180 meters Scaled)
 LH0446
 LH0446                          SUPERSEDED SURVEY CONTROL
 LH0446
 LH0446  NGVD 29 (??/??/92)  614.890  (m)         2017.35   (f) ADJ UNCH    2 0
 LH0446
 LH0446.Superseded values are not recommended for survey control.
 LH0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0446.See file dsdata.txt to determine how the superseded data were derived.
 LH0446
 LH0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL233053(NAD 83)
 LH0446_MARKER: DB = BENCH MARK DISK
 LH0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0446_SP_SET: WALL
 LH0446_STAMPING: G 287 1949
 LH0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0446
 LH0446  HISTORY     - Date     Condition        Report By
 LH0446  HISTORY     - 1949     MONUMENTED       CGS
 LH0446
 LH0446                          STATION DESCRIPTION
 LH0446
 LH0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0446'AT DENMAN.
 LH0446'AT DENMAN, 1.8 FEET EAST OF THE SOUTHWEST CORNER OF AND SET
 LH0446'VERTICALLY 3.0 FEET ABOVE THE GROUND IN THE SOUTH BRICK WALL OF
 LH0446'THE ELEMENTARY SCHOOLHOUSE, AND 2.2 FEET WEST OF THE WEST CASING
 LH0446'OF THE WEST WINDOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0498 ***********************************************************************
 LH0498  DESIGNATION -  G 288
 LH0498  PID         -  LH0498
 LH0498  STATE/COUNTY-  NE/ADAMS
 LH0498  USGS QUAD   -  KENESAW (1969)
 LH0498
 LH0498                         *CURRENT SURVEY CONTROL
 LH0498  ___________________________________________________________________
 LH0498* NAD 83(1986)-  40 31 26.     (N)    098 43 23.     (W)     SCALED    
 LH0498* NAVD 88     -       622.385  (meters)    2041.94   (feet)  ADJUSTED  
 LH0498  ___________________________________________________________________
 LH0498  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 LH0498  DYNAMIC HT  -         622.025 (meters)    2040.76  (feet)  COMP
 LH0498  MODELED GRAV-     980,026.8   (mgal)                       NAVD 88
 LH0498
 LH0498  VERT ORDER  -  SECOND    CLASS 0
 LH0498
 LH0498.The horizontal coordinates were scaled from a topographic map and have
 LH0498.an estimated accuracy of +/- 6 seconds.
 LH0498
 LH0498.The orthometric height was determined by differential leveling
 LH0498.and adjusted by the National Geodetic Survey in June 1991..
 LH0498
 LH0498.The geoid height was determined by GEOID03.
 LH0498
 LH0498.The dynamic height is computed by dividing the NAVD 88
 LH0498.geopotential number by the normal gravity value computed on the
 LH0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0498.degrees latitude (g = 980.6199 gals.).
 LH0498
 LH0498.The modeled gravity was interpolated from observed gravity values.
 LH0498
 LH0498;                    North         East    Units  Estimated Accuracy
 LH0498;SPC NE       -    77,470.      608,180.      MT  (+/- 180 meters Scaled)
 LH0498
 LH0498                          SUPERSEDED SURVEY CONTROL
 LH0498
 LH0498  NGVD 29 (??/??/92)  622.136  (m)         2041.12   (f) ADJ UNCH    2 0
 LH0498
 LH0498.Superseded values are not recommended for survey control.
 LH0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0498.See file dsdata.txt to determine how the superseded data were derived.
 LH0498
 LH0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK234859(NAD 83)
 LH0498_MARKER: DB = BENCH MARK DISK
 LH0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0498_STAMPING: G 288 1949
 LH0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0498+STABILITY: SURFACE MOTION
 LH0498
 LH0498  HISTORY     - Date     Condition        Report By
 LH0498  HISTORY     - 1949     MONUMENTED       CGS
 LH0498
 LH0498                          STATION DESCRIPTION
 LH0498
 LH0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0498'8.9 MI N FROM NORMAN.
 LH0498'0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE ELEMENTARY
 LH0498'SCHOOL AT NORMAN, THENCE 4.65 MILES EAST ALONG STATE HIGHWAY 74,
 LH0498'THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 LH0498'WEST ALONG A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT
 LH0498'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, SET
 LH0498'BETWEEN TWO BRACE WIRES BRACING TWO POWER TRANSMISSION LINE
 LH0498'POLES, 231 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 LH0498'148 FEET WEST AND 32 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 LH0498'WOODEN BRIDGE, 40 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 LH0498'ROAD, 34.0 FEET WEST OF A FENCE CORNER POST, 30.0 FEET NORTHWEST
 LH0498'OF AN 8-INCH COTTONWOOD TREE, 1.6 FEET NORTH OF A REFERENCE
 LH0498'POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 LH0498'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0477 ***********************************************************************
 LH0477  DESIGNATION -  G 289
 LH0477  PID         -  LH0477
 LH0477  STATE/COUNTY-  NE/BUFFALO
 LH0477  USGS QUAD   -  GIBBON SOUTH (1993)
 LH0477
 LH0477                         *CURRENT SURVEY CONTROL
 LH0477  ___________________________________________________________________
 LH0477* NAD 83(1986)-  40 42 48.     (N)    098 50 42.     (W)     SCALED    
 LH0477* NAVD 88     -       626.058  (meters)    2053.99   (feet)  ADJUSTED  
 LH0477  ___________________________________________________________________
 LH0477  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 LH0477  DYNAMIC HT  -         625.708 (meters)    2052.84  (feet)  COMP
 LH0477  MODELED GRAV-     980,044.3   (mgal)                       NAVD 88
 LH0477
 LH0477  VERT ORDER  -  SECOND    CLASS 0
 LH0477
 LH0477.The horizontal coordinates were scaled from a topographic map and have
 LH0477.an estimated accuracy of +/- 6 seconds.
 LH0477
 LH0477.The orthometric height was determined by differential leveling
 LH0477.and adjusted by the National Geodetic Survey in June 1991..
 LH0477
 LH0477.The geoid height was determined by GEOID03.
 LH0477
 LH0477.The dynamic height is computed by dividing the NAVD 88
 LH0477.geopotential number by the normal gravity value computed on the
 LH0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0477.degrees latitude (g = 980.6199 gals.).
 LH0477
 LH0477.The modeled gravity was interpolated from observed gravity values.
 LH0477
 LH0477;                    North         East    Units  Estimated Accuracy
 LH0477;SPC NE       -    98,360.      597,570.      MT  (+/- 180 meters Scaled)
 LH0477
 LH0477                          SUPERSEDED SURVEY CONTROL
 LH0477
 LH0477  NGVD 29 (??/??/92)  625.801  (m)         2053.15   (f) ADJ UNCH    2 0
 LH0477
 LH0477.Superseded values are not recommended for survey control.
 LH0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0477.See file dsdata.txt to determine how the superseded data were derived.
 LH0477
 LH0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL130069(NAD 83)
 LH0477_MARKER: DB = BENCH MARK DISK
 LH0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0477_STAMPING: G 289 1949
 LH0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0477+STABILITY: SURFACE MOTION
 LH0477
 LH0477  HISTORY     - Date     Condition        Report By
 LH0477  HISTORY     - 1949     MONUMENTED       CGS
 LH0477
 LH0477                          STATION DESCRIPTION
 LH0477
 LH0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0477'2.2 MI S FROM GIBBON.
 LH0477'2.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0477'GIBBON, 68 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 LH0477'36 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 32.0 FEET
 LH0477'EAST OF A FENCE CORNER POST, 2.0 FEET NORTH OF A FENCE, 1.6
 LH0477'FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0477'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0478 ***********************************************************************
 LH0478  DESIGNATION -  G 289 RESET
 LH0478  PID         -  LH0478
 LH0478  STATE/COUNTY-  NE/BUFFALO
 LH0478  USGS QUAD   -  GIBBON SOUTH (1993)
 LH0478
 LH0478                         *CURRENT SURVEY CONTROL
 LH0478  ___________________________________________________________________
 LH0478* NAD 83(1986)-  40 42 49.     (N)    098 50 43.     (W)     SCALED    
 LH0478* NAVD 88     -       625.99   (meters)    2053.8    (feet)  RESET     
 LH0478  ___________________________________________________________________
 LH0478  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 LH0478
 LH0478  VERT ORDER  -  THIRD
 LH0478
 LH0478.The horizontal coordinates were scaled from a topographic map and have
 LH0478.an estimated accuracy of +/- 6 seconds.
 LH0478
 LH0478.The orthometric height was computed from unverified reset data.
 LH0478
 LH0478.The geoid height was determined by GEOID03.
 LH0478
 LH0478;                    North         East    Units  Estimated Accuracy
 LH0478;SPC NE       -    98,390.      597,550.      MT  (+/- 180 meters Scaled)
 LH0478
 LH0478                          SUPERSEDED SURVEY CONTROL
 LH0478
 LH0478  NGVD 29 (??/??/??)  625.73   (m)         2052.9    (f) RESET       3  
 LH0478
 LH0478.Superseded values are not recommended for survey control.
 LH0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0478.See file dsdata.txt to determine how the superseded data were derived.
 LH0478
 LH0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL130069(NAD 83)
 LH0478_MARKER: DB = BENCH MARK DISK
 LH0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0478_STAMPING: G 289 RESET 1966
 LH0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0478+STABILITY: SURFACE MOTION
 LH0478
 LH0478  HISTORY     - Date     Condition        Report By
 LH0478  HISTORY     - 1966     MONUMENTED       CGS
 LH0478
 LH0478                          STATION DESCRIPTION
 LH0478
 LH0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LH0478'2.2 MI S FROM GIBBON.
 LH0478'2.25 MILES SOUTH ALONG A SURFACED ROAD FROM THE HIGH SCHOOL AT
 LH0478'GIBBON, IN THE NORTHEAST ANGLE OF CROSSROADS, 51 FEET EAST OF THE
 LH0478'CENTERLINE OF THE SURFACED ROAD, 41 FEET NORTH OF THE CENTERLINE
 LH0478'OF THE EAST-WEST ROAD, 4 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET
 LH0478'SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  A
 LH0478'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 LH0478'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0813 ***********************************************************************
 MK0813  DESIGNATION -  G 290
 MK0813  PID         -  MK0813
 MK0813  STATE/COUNTY-  NE/SARPY
 MK0813  USGS QUAD   -  SPRINGFIELD (1975)
 MK0813
 MK0813                         *CURRENT SURVEY CONTROL
 MK0813  ___________________________________________________________________
 MK0813* NAD 83(1986)-  41 02 45.     (N)    096 10 40.     (W)     SCALED    
 MK0813* NAVD 88     -       351.315  (meters)    1152.61   (feet)  ADJUSTED  
 MK0813  ___________________________________________________________________
 MK0813  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 MK0813  DYNAMIC HT  -         351.174 (meters)    1152.14  (feet)  COMP
 MK0813  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 MK0813
 MK0813  VERT ORDER  -  SECOND    CLASS 0
 MK0813
 MK0813.The horizontal coordinates were scaled from a topographic map and have
 MK0813.an estimated accuracy of +/- 6 seconds.
 MK0813
 MK0813.The orthometric height was determined by differential leveling
 MK0813.and adjusted by the National Geodetic Survey in June 1991..
 MK0813
 MK0813.The geoid height was determined by GEOID03.
 MK0813
 MK0813.The dynamic height is computed by dividing the NAVD 88
 MK0813.geopotential number by the normal gravity value computed on the
 MK0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0813.degrees latitude (g = 980.6199 gals.).
 MK0813
 MK0813.The modeled gravity was interpolated from observed gravity values.
 MK0813
 MK0813;                    North         East    Units  Estimated Accuracy
 MK0813;SPC NE       -   141,720.      821,160.      MT  (+/- 180 meters Scaled)
 MK0813
 MK0813                          SUPERSEDED SURVEY CONTROL
 MK0813
 MK0813  NGVD 29 (??/??/92)  351.218  (m)         1152.29   (f) ADJ UNCH    2 0
 MK0813
 MK0813.Superseded values are not recommended for survey control.
 MK0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0813.See file dsdata.txt to determine how the superseded data were derived.
 MK0813
 MK0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL372476(NAD 83)
 MK0813_MARKER: DB = BENCH MARK DISK
 MK0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0813_STAMPING: G 290 1950
 MK0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0813+STABILITY: SURFACE MOTION
 MK0813
 MK0813  HISTORY     - Date     Condition        Report By
 MK0813  HISTORY     - 1950     MONUMENTED       CGS
 MK0813
 MK0813                          STATION DESCRIPTION
 MK0813
 MK0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0813'5.5 MI N FROM LOUISVILLE.
 MK0813'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 MK0813'AT LOUISVILLE, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, AT
 MK0813'A ROAD INTERSECTION, 250 FEET NORTH OF THE ROAD INTERSECTION, 94
 MK0813'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FRANK KNAPP FARMHOUSE,
 MK0813'47.6 FEET WEST OF THE SOUTHWEST CORNER OF A BARN, 9 FEET WEST OF
 MK0813'THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY, 9 FEET NORTH OF
 MK0813'A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0813'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0451 ***********************************************************************
 ML0451  DESIGNATION -  G 291
 ML0451  PID         -  ML0451
 ML0451  STATE/COUNTY-  NE/BUFFALO
 ML0451  USGS QUAD   -  ROCKVILLE (1978)
 ML0451
 ML0451                         *CURRENT SURVEY CONTROL
 ML0451  ___________________________________________________________________
 ML0451* NAD 83(1986)-  41 00 11.     (N)    098 50 45.     (W)     SCALED    
 ML0451* NAVD 88     -       626.933  (meters)    2056.86   (feet)  ADJUSTED  
 ML0451  ___________________________________________________________________
 ML0451  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 ML0451  DYNAMIC HT  -         626.596 (meters)    2055.76  (feet)  COMP
 ML0451  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 ML0451
 ML0451  VERT ORDER  -  SECOND    CLASS 0
 ML0451
 ML0451.The horizontal coordinates were scaled from a topographic map and have
 ML0451.an estimated accuracy of +/- 6 seconds.
 ML0451
 ML0451.The orthometric height was determined by differential leveling
 ML0451.and adjusted by the National Geodetic Survey in June 1991..
 ML0451
 ML0451.The geoid height was determined by GEOID03.
 ML0451
 ML0451.The dynamic height is computed by dividing the NAVD 88
 ML0451.geopotential number by the normal gravity value computed on the
 ML0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0451.degrees latitude (g = 980.6199 gals.).
 ML0451
 ML0451.The modeled gravity was interpolated from observed gravity values.
 ML0451
 ML0451;                    North         East    Units  Estimated Accuracy
 ML0451;SPC NE       -   130,520.      597,070.      MT  (+/- 180 meters Scaled)
 ML0451
 ML0451                          SUPERSEDED SURVEY CONTROL
 ML0451
 ML0451  NGVD 29 (??/??/92)  626.684  (m)         2056.05   (f) ADJ UNCH    2 0
 ML0451
 ML0451.Superseded values are not recommended for survey control.
 ML0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0451.See file dsdata.txt to determine how the superseded data were derived.
 ML0451
 ML0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL129391(NAD 83)
 ML0451_MARKER: DB = BENCH MARK DISK
 ML0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0451_SP_SET: CONCRETE POST
 ML0451_STAMPING: G 291 1949
 ML0451_MARK LOGO: CGS   
 ML0451_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0451+STABILITY: SURFACE MOTION
 ML0451
 ML0451  HISTORY     - Date     Condition        Report By
 ML0451  HISTORY     - 1949     MONUMENTED       CGS
 ML0451  HISTORY     - 19920915 GOOD             NEDR
 ML0451
 ML0451                          STATION DESCRIPTION
 ML0451
 ML0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0451'4.3 MI SE FROM RAVENNA.
 ML0451'0.6 MILE SOUTH ALONG STATE HIGHWAY NO. 68 FROM THE POST OFFICE
 ML0451'AT RAVENNA, THENCE 3.7 MILES SOUTHEAST ALONG STATE HIGHWAY NO.
 ML0451'2, 0.5 MILE WEST OF THE NORTHEAST CORNER OF SECTION 24, T. 12 N.,
 ML0451'R. 14 W., 85 FEET WEST OF TELEPHONE POLE NO. 1161, 66 FEET EAST
 ML0451'OF TELEPHONE POLE NO. 1162, 43 FEET SOUTH OF THE CENTER LINE OF
 ML0451'THE HIGHWAY, 6 FEET SOUTHWEST OF A 3-WAY CORNER FENCE POST, 1.4
 ML0451'FEET SOUTH OF A FENCE, 2.8 FEET SOUTHEAST OF A REFERENCE POST,
 ML0451'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 ML0451'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS
 ML0451'LOCATED 1.0 MILE WEST OF BENCH MARK F 291.
 ML0451
 ML0451                          STATION RECOVERY (1992)
 ML0451
 ML0451'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0451'MARK WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0451'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1210 ***********************************************************************
 ML1210  DESIGNATION -  G 291 RESET
 ML1210  PID         -  ML1210
 ML1210  STATE/COUNTY-  NE/BUFFALO
 ML1210  USGS QUAD   -  ROCKVILLE (1978)
 ML1210
 ML1210                         *CURRENT SURVEY CONTROL
 ML1210  ___________________________________________________________________
 ML1210* NAD 83(1986)-  41 00 11.     (N)    098 50 45.     (W)     SCALED    
 ML1210* NAVD 88     -       627.80   (meters)    2059.7    (feet)  RESET     
 ML1210  ___________________________________________________________________
 ML1210  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 ML1210
 ML1210  VERT ORDER  -  THIRD
 ML1210
 ML1210.The horizontal coordinates were scaled from a topographic map and have
 ML1210.an estimated accuracy of +/- 6 seconds.
 ML1210
 ML1210.The orthometric height was computed from unverified reset data.
 ML1210.No vertical observational check was made to the station.
 ML1210
 ML1210.The geoid height was determined by GEOID03.
 ML1210
 ML1210;                    North         East    Units  Estimated Accuracy
 ML1210;SPC NE       -   130,520.      597,070.      MT  (+/- 180 meters Scaled)
 ML1210
 ML1210                          SUPERSEDED SURVEY CONTROL
 ML1210
 ML1210  NGVD 29 (08/02/06)  627.55   (m)         2058.9    (f) RESET       3  
 ML1210
 ML1210.Superseded values are not recommended for survey control.
 ML1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1210.See file dsdata.txt to determine how the superseded data were derived.
 ML1210
 ML1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL129391(NAD 83)
 ML1210_MARKER: DV = VERTICAL CONTROL DISK
 ML1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1210_SP_SET: CONCRETE POST
 ML1210_STAMPING: G 291 RESET 1992
 ML1210_MARK LOGO: NGS   
 ML1210_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1210+STABILITY: SURFACE MOTION
 ML1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1210+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1210
 ML1210  HISTORY     - Date     Condition        Report By
 ML1210  HISTORY     - 1992     MONUMENTED       NEDR
 ML1210
 ML1210                          STATION DESCRIPTION
 ML1210
 ML1210'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1210'ABOUT 10.94 KM (6.80 MI) WEST FROM THE HALL BUFFALO COUNTY LINE, 6.12
 ML1210'KM (3.80 MI) EAST FROM RAVENNA, ON THE SOUTH RIGHT-OF-WAY OF STATE
 ML1210'HIGHWAY 2 AND NEAR THE NORTHWEST CORNER OF THE NE1/4, SEC24, T12N,
 ML1210'R14W AT HIGHWAY MILE MARKER 331.2, FROM THE JUNCTION OF STATE
 ML1210'HIGHWAYS 2 AND 68, AT THE SOUTH EDGE OF RAVENNA, GO SOUTHEAST AND
 ML1210'EAST ON HIGHWAY 2 FOR 6.12 KM (3.80 MI) TO THE MARK ON THE RIGHT.
 ML1210'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 ML1210'PROJECTS ABOUT 0.1 FT (0.0 M) ABOVE THE GROUND SURFACE.  IT IS 25.60
 ML1210'M (83.99 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 0.91 M (2.99
 ML1210'FT) WEST FROM A FENCE CORNER AND FENCE LINE AND 0.3 M (1.0 FT) NORTH
 ML1210'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0410 ***********************************************************************
 LH0410  DESIGNATION -  G 292
 LH0410  PID         -  LH0410
 LH0410  STATE/COUNTY-  NE/BUFFALO
 LH0410  USGS QUAD   -  CAMERON (1962)
 LH0410
 LH0410                         *CURRENT SURVEY CONTROL
 LH0410  ___________________________________________________________________
 LH0410* NAD 83(1986)-  40 59 22.     (N)    098 44 27.     (W)     SCALED    
 LH0410* NAVD 88     -       612.876  (meters)    2010.74   (feet)  ADJUSTED  
 LH0410  ___________________________________________________________________
 LH0410  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 LH0410  DYNAMIC HT  -         612.551 (meters)    2009.68  (feet)  COMP
 LH0410  MODELED GRAV-     980,074.4   (mgal)                       NAVD 88
 LH0410
 LH0410  VERT ORDER  -  FIRST     CLASS II
 LH0410
 LH0410.The horizontal coordinates were scaled from a topographic map and have
 LH0410.an estimated accuracy of +/- 6 seconds.
 LH0410
 LH0410.The orthometric height was determined by differential leveling
 LH0410.and adjusted by the National Geodetic Survey in June 1991..
 LH0410
 LH0410.The geoid height was determined by GEOID03.
 LH0410
 LH0410.The dynamic height is computed by dividing the NAVD 88
 LH0410.geopotential number by the normal gravity value computed on the
 LH0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0410.degrees latitude (g = 980.6199 gals.).
 LH0410
 LH0410.The modeled gravity was interpolated from observed gravity values.
 LH0410
 LH0410;                    North         East    Units  Estimated Accuracy
 LH0410;SPC NE       -   129,130.      605,920.      MT  (+/- 180 meters Scaled)
 LH0410
 LH0410                          SUPERSEDED SURVEY CONTROL
 LH0410
 LH0410  NGVD 29 (??/??/92)  612.629  (m)         2009.93   (f) ADJ UNCH    1 2
 LH0410
 LH0410.Superseded values are not recommended for survey control.
 LH0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0410.See file dsdata.txt to determine how the superseded data were derived.
 LH0410
 LH0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218376(NAD 83)
 LH0410_MARKER: DB = BENCH MARK DISK
 LH0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0410_STAMPING: G 292 1949
 LH0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0410+STABILITY: SURFACE MOTION
 LH0410
 LH0410  HISTORY     - Date     Condition        Report By
 LH0410  HISTORY     - 1949     MONUMENTED       CGS
 LH0410
 LH0410                          STATION DESCRIPTION
 LH0410
 LH0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0410'3.6 MI S FROM ST MICHAEL.
 LH0410'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0410'ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2,
 LH0410'THENCE 1.2 MILES SOUTHERLY ALONG A COUNTY ROAD, AT THE SOUTHEAST
 LH0410'CORNER OF SECTION 23, T. 12 N., R. 13 W., 204 FEET NORTH OF THE
 LH0410'CENTER LINE OF AN EAST-WEST ROAD, 140 FEET NORTH OF THE NORTHWEST
 LH0410'CORNER OF A WOODEN BRIDGE, 33 FEET WEST OF THE CENTER LINE OF
 LH0410'THE NORTH-SOUTH ROAD, 0.8 FOOT WEST OF A FENCE, 2 FEET NORTHWEST
 LH0410'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 LH0410'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0646 ***********************************************************************
 LH0646  DESIGNATION -  G 293
 LH0646  PID         -  LH0646
 LH0646  STATE/COUNTY-  NE/BUFFALO
 LH0646  USGS QUAD   -  PLEASANTON SE (1974)
 LH0646
 LH0646                         *CURRENT SURVEY CONTROL
 LH0646  ___________________________________________________________________
 LH0646* NAD 83(1986)-  40 45 01.     (N)    099 05 13.     (W)     SCALED    
 LH0646* NAVD 88     -       657.314  (meters)    2156.54   (feet)  ADJUSTED  
 LH0646  ___________________________________________________________________
 LH0646  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 LH0646  DYNAMIC HT  -         656.946 (meters)    2155.33  (feet)  COMP
 LH0646  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 LH0646
 LH0646  VERT ORDER  -  SECOND    CLASS 0
 LH0646
 LH0646.The horizontal coordinates were scaled from a topographic map and have
 LH0646.an estimated accuracy of +/- 6 seconds.
 LH0646
 LH0646.The orthometric height was determined by differential leveling
 LH0646.and adjusted by the National Geodetic Survey in June 1991..
 LH0646
 LH0646.The geoid height was determined by GEOID03.
 LH0646
 LH0646.The dynamic height is computed by dividing the NAVD 88
 LH0646.geopotential number by the normal gravity value computed on the
 LH0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0646.degrees latitude (g = 980.6199 gals.).
 LH0646
 LH0646.The modeled gravity was interpolated from observed gravity values.
 LH0646
 LH0646;                    North         East    Units  Estimated Accuracy
 LH0646;SPC NE       -   102,210.      577,090.      MT  (+/- 180 meters Scaled)
 LH0646
 LH0646                          SUPERSEDED SURVEY CONTROL
 LH0646
 LH0646  NGVD 29 (??/??/92)  657.065  (m)         2155.72   (f) ADJ UNCH    2 0
 LH0646
 LH0646.Superseded values are not recommended for survey control.
 LH0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0646.See file dsdata.txt to determine how the superseded data were derived.
 LH0646
 LH0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML926110(NAD 83)
 LH0646_MARKER: DB = BENCH MARK DISK
 LH0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0646_STAMPING: G 293 1949
 LH0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0646+STABILITY: SURFACE MOTION
 LH0646
 LH0646  HISTORY     - Date     Condition        Report By
 LH0646  HISTORY     - 1949     MONUMENTED       CGS
 LH0646  HISTORY     - 19930726 MARK NOT FOUND   NGS
 LH0646  HISTORY     - 20050308 MARK NOT FOUND   NEDR
 LH0646
 LH0646                          STATION DESCRIPTION
 LH0646
 LH0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0646'AT GLENWOOD PARK.
 LH0646'AT GLENWOOD PARK, AT A Y-JUNCTION OF ROADS, ABOUT 300 FEET
 LH0646'NORTHWEST OF THE GLENWOOD PARK STATION SIGN, ON THE OUTSIDE OF A
 LH0646'CURVE IN THE HIGHWAY WITH TANGENTS LEADING WEST AND SOUTHEAST, 57
 LH0646'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY NO. 40, 49
 LH0646'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 30 FEET SOUTH
 LH0646'OF THE CENTER LINE OF A SIDE ROAD LEADING EAST, 1.3 FEET
 LH0646'NORTHWEST OF THE NORTHWEST END POST OF A FENCE, 1.3 FEET NORTHWEST
 LH0646'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 LH0646'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0646
 LH0646                          STATION RECOVERY (1993)
 LH0646
 LH0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0646'MARK NOT FOUND.
 LH0646
 LH0646                          STATION RECOVERY (2005)
 LH0646
 LH0646'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0654 ***********************************************************************
 LH0654  DESIGNATION -  G 294
 LH0654  PID         -  LH0654
 LH0654  STATE/COUNTY-  NE/BUFFALO
 LH0654  USGS QUAD   -  RIVERDALE (1962)
 LH0654
 LH0654                         *CURRENT SURVEY CONTROL
 LH0654  ___________________________________________________________________
 LH0654* NAD 83(1986)-  40 52 24.     (N)    099 13 00.     (W)     SCALED    
 LH0654* NAVD 88     -       716.209  (meters)    2349.76   (feet)  ADJUSTED  
 LH0654  ___________________________________________________________________
 LH0654  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 LH0654  DYNAMIC HT  -         715.807 (meters)    2348.44  (feet)  COMP
 LH0654  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 LH0654
 LH0654  VERT ORDER  -  SECOND    CLASS 0
 LH0654
 LH0654.The horizontal coordinates were scaled from a topographic map and have
 LH0654.an estimated accuracy of +/- 6 seconds.
 LH0654
 LH0654.The orthometric height was determined by differential leveling
 LH0654.and adjusted by the National Geodetic Survey in June 1991..
 LH0654
 LH0654.The geoid height was determined by GEOID03.
 LH0654
 LH0654.The dynamic height is computed by dividing the NAVD 88
 LH0654.geopotential number by the normal gravity value computed on the
 LH0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0654.degrees latitude (g = 980.6199 gals.).
 LH0654
 LH0654.The modeled gravity was interpolated from observed gravity values.
 LH0654
 LH0654;                    North         East    Units  Estimated Accuracy
 LH0654;SPC NE       -   115,770.      566,010.      MT  (+/- 180 meters Scaled)
 LH0654
 LH0654                          SUPERSEDED SURVEY CONTROL
 LH0654
 LH0654  NGVD 29 (??/??/92)  715.956  (m)         2348.93   (f) ADJ UNCH    2 0
 LH0654
 LH0654.Superseded values are not recommended for survey control.
 LH0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0654.See file dsdata.txt to determine how the superseded data were derived.
 LH0654
 LH0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML817247(NAD 83)
 LH0654_MARKER: DB = BENCH MARK DISK
 LH0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0654_STAMPING: G 294 1949
 LH0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0654+STABILITY: SURFACE MOTION
 LH0654
 LH0654  HISTORY     - Date     Condition        Report By
 LH0654  HISTORY     - 1949     MONUMENTED       CGS
 LH0654
 LH0654                          STATION DESCRIPTION
 LH0654
 LH0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0654'4.9 MI NE FROM AMHERST.
 LH0654'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0654'AMHERST, THENCE 2.0 MILES EAST ALONG A COUNTY ROAD, AT THE
 LH0654'SOUTHEAST CORNER OF SECTION 35, T. 11 N. R. 17 W., IN THE
 LH0654'NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 53 FEET WEST
 LH0654'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 30 FEET NORTH OF
 LH0654'THE CENTER LINE OF THE EAST-WEST ROAD, 18 FEET WEST OF A CORNER
 LH0654'FENCE POST, 0.9 FOOT SOUTH OF A FENCE, 1.2 FEET WEST OF A
 LH0654'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0654'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0560 ***********************************************************************
 LH0560  DESIGNATION -  G 295
 LH0560  PID         -  LH0560
 LH0560  STATE/COUNTY-  NE/BUFFALO
 LH0560  USGS QUAD   -  AMHERST (1983)
 LH0560
 LH0560                         *CURRENT SURVEY CONTROL
 LH0560  ___________________________________________________________________
 LH0560* NAD 83(1986)-  40 48 55.     (N)    099 16 26.     (W)     SCALED    
 LH0560* NAVD 88     -       685.348  (meters)    2248.51   (feet)  ADJUSTED  
 LH0560  ___________________________________________________________________
 LH0560  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 LH0560  DYNAMIC HT  -         684.955 (meters)    2247.22  (feet)  COMP
 LH0560  MODELED GRAV-     980,029.1   (mgal)                       NAVD 88
 LH0560
 LH0560  VERT ORDER  -  SECOND    CLASS 0
 LH0560
 LH0560.The horizontal coordinates were scaled from a topographic map and have
 LH0560.an estimated accuracy of +/- 6 seconds.
 LH0560
 LH0560.The orthometric height was determined by differential leveling
 LH0560.and adjusted by the National Geodetic Survey in June 1991..
 LH0560
 LH0560.The geoid height was determined by GEOID03.
 LH0560
 LH0560.The dynamic height is computed by dividing the NAVD 88
 LH0560.geopotential number by the normal gravity value computed on the
 LH0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0560.degrees latitude (g = 980.6199 gals.).
 LH0560
 LH0560.The modeled gravity was interpolated from observed gravity values.
 LH0560
 LH0560;                    North         East    Units  Estimated Accuracy
 LH0560;SPC NE       -   109,280.      561,250.      MT  (+/- 180 meters Scaled)
 LH0560
 LH0560                          SUPERSEDED SURVEY CONTROL
 LH0560
 LH0560  NGVD 29 (??/??/92)  685.090  (m)         2247.67   (f) ADJ UNCH    2 0
 LH0560
 LH0560.Superseded values are not recommended for survey control.
 LH0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0560.See file dsdata.txt to determine how the superseded data were derived.
 LH0560
 LH0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML769182(NAD 83)
 LH0560_MARKER: DB = BENCH MARK DISK
 LH0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0560_STAMPING: G 295 1949
 LH0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0560+STABILITY: SURFACE MOTION
 LH0560
 LH0560  HISTORY     - Date     Condition        Report By
 LH0560  HISTORY     - 1949     MONUMENTED       CGS
 LH0560  HISTORY     - 1983     GOOD             LOCSUR
 LH0560
 LH0560                          STATION DESCRIPTION
 LH0560
 LH0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0560'1.7 MI S FROM AMHERST.
 LH0560'0.1 MILE NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0560'PACIFIC RAILROAD STATION AT AMHERST, THENCE 1.6 MILES SOUTH
 LH0560'ALONG A COUNTY ROAD, IN THE NORTHEAST QUARTER OF A PUBLIC
 LH0560'ROAD CROSSING, ABOUT 225 FEET EAST OF AN ABANDONED SCHOOLHOUSE,
 LH0560'46 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 34 FEET
 LH0560'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 12 FEET NORTH
 LH0560'OF A CORNER FENCE POST, 1.5 FEET SOUTH OF A REFERENCE POST,
 LH0560'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0560'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0560
 LH0560                          STATION RECOVERY (1983)
 LH0560
 LH0560'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0838 ***********************************************************************
 MK0838  DESIGNATION -  G 296
 MK0838  PID         -  MK0838
 MK0838  STATE/COUNTY-  NE/CASS
 MK0838  USGS QUAD   -  CEDAR CREEK (1983)
 MK0838
 MK0838                         *CURRENT SURVEY CONTROL
 MK0838  ___________________________________________________________________
 MK0838* NAD 83(1986)-  41 00 06.     (N)    096 01 16.     (W)     SCALED    
 MK0838* NAVD 88     -       352.239  (meters)    1155.64   (feet)  ADJUSTED  
 MK0838  ___________________________________________________________________
 MK0838  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 MK0838  DYNAMIC HT  -         352.094 (meters)    1155.16  (feet)  COMP
 MK0838  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 MK0838
 MK0838  VERT ORDER  -  SECOND    CLASS 0
 MK0838
 MK0838.The horizontal coordinates were scaled from a topographic map and have
 MK0838.an estimated accuracy of +/- 6 seconds.
 MK0838
 MK0838.The orthometric height was determined by differential leveling
 MK0838.and adjusted by the National Geodetic Survey in June 1991..
 MK0838
 MK0838.The geoid height was determined by GEOID03.
 MK0838
 MK0838.The dynamic height is computed by dividing the NAVD 88
 MK0838.geopotential number by the normal gravity value computed on the
 MK0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0838.degrees latitude (g = 980.6199 gals.).
 MK0838
 MK0838.The modeled gravity was interpolated from observed gravity values.
 MK0838
 MK0838;                    North         East    Units  Estimated Accuracy
 MK0838;SPC NE       -   137,420.      834,540.      MT  (+/- 180 meters Scaled)
 MK0838
 MK0838                          SUPERSEDED SURVEY CONTROL
 MK0838
 MK0838  NGVD 29 (??/??/92)  352.143  (m)         1155.32   (f) ADJ UNCH    2 0
 MK0838
 MK0838.Superseded values are not recommended for survey control.
 MK0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0838.See file dsdata.txt to determine how the superseded data were derived.
 MK0838
 MK0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL505432(NAD 83)
 MK0838_MARKER: DB = BENCH MARK DISK
 MK0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0838_STAMPING: G 296 1949
 MK0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0838+STABILITY: SURFACE MOTION
 MK0838
 MK0838  HISTORY     - Date     Condition        Report By
 MK0838  HISTORY     - 1949     MONUMENTED       CGS
 MK0838
 MK0838                          STATION DESCRIPTION
 MK0838
 MK0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0838'7.6 MI SW FROM PLATTSMOUTH.
 MK0838'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 MK0838'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73
 MK0838'AND 34, THENCE 6.65 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE
 MK0838'ROAD, AT THE JOHN KAFFENBERGER FARMHOME, 90 FEET NORTH OF THE
 MK0838'NORTHWEST CORNER OF THE FARMHOUSE, 58 FEET WEST OF THE CENTER
 MK0838'LINE OF A PRIVATE DRIVE LEADING SOUTH, 38 FEET SOUTH OF THE
 MK0838'CENTER LINE OF THE PLATTSMOUTH LOUISVILLE ROAD, 6.0 FEET EAST
 MK0838'OF A 7-INCH ELM TREE, 1.4 FEET NORTH OF A BRACED POWER LINE
 MK0838'POLE, 1.2 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF
 MK0838'A 5-FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0124 ***********************************************************************
 LG0124  DESIGNATION -  G 297
 LG0124  PID         -  LG0124
 LG0124  STATE/COUNTY-  NE/CASS
 LG0124  USGS QUAD   -  MANLEY (1966)
 LG0124
 LG0124                         *CURRENT SURVEY CONTROL
 LG0124  ___________________________________________________________________
 LG0124* NAD 83(1986)-  40 58 45.     (N)    096 11 58.     (W)     SCALED    
 LG0124* NAVD 88     -       351.684  (meters)    1153.82   (feet)  ADJUSTED  
 LG0124  ___________________________________________________________________
 LG0124  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 LG0124  DYNAMIC HT  -         351.540 (meters)    1153.34  (feet)  COMP
 LG0124  MODELED GRAV-     980,203.1   (mgal)                       NAVD 88
 LG0124
 LG0124  VERT ORDER  -  SECOND    CLASS 0
 LG0124
 LG0124.The horizontal coordinates were scaled from a topographic map and have
 LG0124.an estimated accuracy of +/- 6 seconds.
 LG0124
 LG0124.The orthometric height was determined by differential leveling
 LG0124.and adjusted by the National Geodetic Survey in June 1991..
 LG0124
 LG0124.The geoid height was determined by GEOID03.
 LG0124
 LG0124.The dynamic height is computed by dividing the NAVD 88
 LG0124.geopotential number by the normal gravity value computed on the
 LG0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0124.degrees latitude (g = 980.6199 gals.).
 LG0124
 LG0124.The modeled gravity was interpolated from observed gravity values.
 LG0124
 LG0124;                    North         East    Units  Estimated Accuracy
 LG0124;SPC NE       -   134,250.      819,660.      MT  (+/- 180 meters Scaled)
 LG0124
 LG0124                          SUPERSEDED SURVEY CONTROL
 LG0124
 LG0124  NGVD 29 (??/??/92)  351.585  (m)         1153.49   (f) ADJ UNCH    2 0
 LG0124
 LG0124.Superseded values are not recommended for survey control.
 LG0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0124.See file dsdata.txt to determine how the superseded data were derived.
 LG0124
 LG0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL356402(NAD 83)
 LG0124_MARKER: DB = BENCH MARK DISK
 LG0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0124_STAMPING: G 297 1950
 LG0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0124+STABILITY: SURFACE MOTION
 LG0124
 LG0124  HISTORY     - Date     Condition        Report By
 LG0124  HISTORY     - 1950     MONUMENTED       CGS
 LG0124  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0124
 LG0124                          STATION DESCRIPTION
 LG0124
 LG0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0124'3.1 MI SW FROM LOUISVILLE.
 LG0124'1.8 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE CITY HALL AT
 LG0124'LOUISVILLE, THENCE 1.3 MILES WEST ALONG A DIRT ROAD, 0.1 MILE
 LG0124'WEST OF A ROAD INTERSECTION, IN THE NORTHWEST CORNER OF A SCHOOL
 LG0124'YARD, 99 FEET WEST OF THE NORTHWEST CORNER OF THE SCHOOL
 LG0124'BUILDING, 58 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 28 FEET
 LG0124'SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, SET IN THE TOP
 LG0124'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LG0124'THIS MARK IS 1.0 MILE EAST OF BENCH MARK F 297.  NOTE-- STATE
 LG0124'HWY. 150 HAS BEEN BUILT SINCE BENCH MARK WAS SET.  RIGHT OF WAY
 LG0124'EXTENDS 70 FEET SOUTH OF CENTERLINE OF HWY. AND THE AREA BETWEEN
 LG0124'THE SHOULDER OF THE HWY. AND RIGHT OF WAY LINE WAS USED FOR A
 LG0124'BORROW PIT, MARK WAS PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 LG0124
 LG0124                          STATION RECOVERY (1964)
 LG0124
 LG0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1016 ***********************************************************************
 MK1016  DESIGNATION -  G 298
 MK1016  PID         -  MK1016
 MK1016  STATE/COUNTY-  NE/SAUNDERS
 MK1016  USGS QUAD   -  WAHOO EAST (1983)
 MK1016
 MK1016                         *CURRENT SURVEY CONTROL
 MK1016  ___________________________________________________________________
 MK1016* NAD 83(1986)-  41 11 26.     (N)    096 34 24.     (W)     SCALED    
 MK1016* NAVD 88     -       365.629  (meters)    1199.57   (feet)  ADJUSTED  
 MK1016  ___________________________________________________________________
 MK1016  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 MK1016  DYNAMIC HT  -         365.456 (meters)    1199.00  (feet)  COMP
 MK1016  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 MK1016
 MK1016  VERT ORDER  -  SECOND    CLASS 0
 MK1016
 MK1016.The horizontal coordinates were scaled from a topographic map and have
 MK1016.an estimated accuracy of +/- 6 seconds.
 MK1016
 MK1016.The orthometric height was determined by differential leveling
 MK1016.and adjusted by the National Geodetic Survey in June 1991..
 MK1016
 MK1016.The geoid height was determined by GEOID03.
 MK1016
 MK1016.The dynamic height is computed by dividing the NAVD 88
 MK1016.geopotential number by the normal gravity value computed on the
 MK1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1016.degrees latitude (g = 980.6199 gals.).
 MK1016
 MK1016.The modeled gravity was interpolated from observed gravity values.
 MK1016
 MK1016;                    North         East    Units  Estimated Accuracy
 MK1016;SPC NE       -   156,380.      787,300.      MT  (+/- 180 meters Scaled)
 MK1016
 MK1016                          SUPERSEDED SURVEY CONTROL
 MK1016
 MK1016  NGVD 29 (??/??/92)  365.487  (m)         1199.10   (f) ADJ UNCH    2 0
 MK1016
 MK1016.Superseded values are not recommended for survey control.
 MK1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1016.See file dsdata.txt to determine how the superseded data were derived.
 MK1016
 MK1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL035627(NAD 83)
 MK1016_MARKER: DB = BENCH MARK DISK
 MK1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1016_SP_SET: CONCRETE POST
 MK1016_STAMPING: G 298 1950
 MK1016_MARK LOGO: CGS   
 MK1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1016+STABILITY: SURFACE MOTION
 MK1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1016+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1987
 MK1016
 MK1016  HISTORY     - Date     Condition        Report By
 MK1016  HISTORY     - 1950     MONUMENTED       CGS
 MK1016  HISTORY     - 19870305 SEE DESCRIPTION  NGS
 MK1016
 MK1016                          STATION DESCRIPTION
 MK1016
 MK1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1016'3.8 MI SE FROM WAHOO.
 MK1016'0.3 MILE SOUTH ALONG U.S. HIGHWAYS 77 AND 30 A FROM THE COURTHOUSE
 MK1016'AT WAHOO, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.3
 MK1016'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.7 MILE SOUTH ALONG A
 MK1016'DIRT ROAD, THENCE 1.45 MILES EAST ALONG A DIRT ROAD, AT A T
 MK1016'ROAD JUNCTION, 234 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 MK1016'WEST ROAD, 182 FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH,
 MK1016'3 FEET NORTHWEST OF THE SOUTHWEST LEG OF A WINDMILL TOWER, 3.5
 MK1016'FEET SOUTHWEST OF THE NORTHWEST LEG OF A WINDMILL TOWER, 1.8 FEET
 MK1016'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1016'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 0.9 MILE
 MK1016'NORTH OF BENCH MARK Q 298.
 MK1016
 MK1016                          STATION RECOVERY (1987)
 MK1016
 MK1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MK1016'THE MARK WAS RECOVERED IN APPARENT GOOD CONDITION, HOWEVER, REFERENCE
 MK1016'MEASUREMENTS TO THE ROADS FAILED TO AGREE WITH 1950 DATA BY LARGE
 MK1016'AMOUNTS. THIS MARK SHOULD BE USED WITH CAUTION AS IT MAY HAVE BEEN
 MK1016'RELOCATED WITHOUT A NEW ELEVATION BEING ESTABLISHED.  THE MARK IS 0.3
 MK1016'KM (0.20 MI) SOUTH ALONG U.S. HIGHWAY 77, FROM THE COURTHOUSE IN
 MK1016'WAHOO, THEN 1.61 KM (1.00 MI) EAST ALONG A PAVED ROAD, THEN 1.61 KM
 MK1016'(1.00 MI) SOUTH ALONG A GRADED ROAD, THEN 2.41 KM (1.50 MI) EAST ALONG
 MK1016'A GRADED ROAD, AT A ROAD LEADING SOUTH, 79.6 M (261.2 FT) SOUTH FROM
 MK1016'THE EAST/WEST ROAD, 7.92 M (26.0 FT) EAST FROM THE NORTH/SOUTH ROAD,
 MK1016'0.37 M (1.2 FT) NORTH FROM A WITNESS POST, ABOUT 0.9 M (3.0 FT) ABOVE
 MK1016'THE NORTH/SOUTH ROAD AND PROJECTS ABOUT 0.05 M (0.2 FT) ABOVE THE
 MK1016'GROUND.  THE MARK IS 1.61 KM (1.00 MI) NORTH FROM BENCH MARK Q 298
 MK1016'RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1027 ***********************************************************************
 MK1027  DESIGNATION -  G 299
 MK1027  PID         -  MK1027
 MK1027  STATE/COUNTY-  NE/SAUNDERS
 MK1027  USGS QUAD   -  WAHOO EAST (1983)
 MK1027
 MK1027                         *CURRENT SURVEY CONTROL
 MK1027  ___________________________________________________________________
 MK1027* NAD 83(1986)-  41 11 27.     (N)    096 30 11.     (W)     SCALED    
 MK1027* NAVD 88     -       360.127  (meters)    1181.52   (feet)  ADJUSTED  
 MK1027  ___________________________________________________________________
 MK1027  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 MK1027  DYNAMIC HT  -         359.961 (meters)    1180.97  (feet)  COMP
 MK1027  MODELED GRAV-     980,154.7   (mgal)                       NAVD 88
 MK1027
 MK1027  VERT ORDER  -  SECOND    CLASS 0
 MK1027
 MK1027.The horizontal coordinates were scaled from a topographic map and have
 MK1027.an estimated accuracy of +/- 6 seconds.
 MK1027
 MK1027.The orthometric height was determined by differential leveling
 MK1027.and adjusted by the National Geodetic Survey in June 1991..
 MK1027
 MK1027.The geoid height was determined by GEOID03.
 MK1027
 MK1027.The dynamic height is computed by dividing the NAVD 88
 MK1027.geopotential number by the normal gravity value computed on the
 MK1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1027.degrees latitude (g = 980.6199 gals.).
 MK1027
 MK1027.The modeled gravity was interpolated from observed gravity values.
 MK1027
 MK1027;                    North         East    Units  Estimated Accuracy
 MK1027;SPC NE       -   156,650.      793,190.      MT  (+/- 180 meters Scaled)
 MK1027
 MK1027                          SUPERSEDED SURVEY CONTROL
 MK1027
 MK1027  NGVD 29 (??/??/92)  359.992  (m)         1181.07   (f) ADJ UNCH    2 0
 MK1027
 MK1027.Superseded values are not recommended for survey control.
 MK1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1027.See file dsdata.txt to determine how the superseded data were derived.
 MK1027
 MK1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL093629(NAD 83)
 MK1027_MARKER: DB = BENCH MARK DISK
 MK1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1027_STAMPING: G 299 1950
 MK1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1027+STABILITY: SURFACE MOTION
 MK1027
 MK1027  HISTORY     - Date     Condition        Report By
 MK1027  HISTORY     - 1950     MONUMENTED       CGS
 MK1027  HISTORY     - 1984     GOOD             LOCSUR
 MK1027
 MK1027                          STATION DESCRIPTION
 MK1027
 MK1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1027'3.3 MI SW FROM MEAD.
 MK1027'0.3 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1027'MEAD, THENCE 0.5 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.5
 MK1027'MILE WEST ALONG A GRAVELED ROAD, THENCE 2.0 MILES SOUTH ALONG A
 MK1027'GRAVELED ROAD, ALONG THE WEST SIDE OF THE NEBRASKA ORDINANCE DEPOT,
 MK1027'AT A NATURAL GAS PIPE LINE BOOSTER STATION, 64 FEET EAST OF THE
 MK1027'CENTER LINE OF A NORTH AND SOUTH ROAD, 37 FEET SOUTH OF THE EXTENDED
 MK1027'CENTER LINE OF A ROAD LEADING WEST, 19 FEET NORTHWEST OF THE
 MK1027'NORTHWEST CORNER OF A PUMP HOUSE, 14 FEET EAST OF A FENCE CORNER,
 MK1027'1.0 FOOT SOUTH OF A FENCE, 1.8 FEET WEST OF A WITNESS POST, SET
 MK1027'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK1027'GROUND.  THIS MARK IS 1.0 MILE NORTH OF BENCH MARK F 299.
 MK1027
 MK1027                          STATION RECOVERY (1984)
 MK1027
 MK1027'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0770 ***********************************************************************
 MK0770  DESIGNATION -  G 300
 MK0770  PID         -  MK0770
 MK0770  STATE/COUNTY-  NE/DOUGLAS
 MK0770  USGS QUAD   -  VALLEY (1983)
 MK0770
 MK0770                         *CURRENT SURVEY CONTROL
 MK0770  ___________________________________________________________________
 MK0770* NAD 83(1986)-  41 15 45.     (N)    096 19 48.     (W)     SCALED    
 MK0770* NAVD 88     -       342.687  (meters)    1124.30   (feet)  ADJUSTED  
 MK0770  ___________________________________________________________________
 MK0770  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 MK0770  DYNAMIC HT  -         342.532 (meters)    1123.79  (feet)  COMP
 MK0770  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 MK0770
 MK0770  VERT ORDER  -  SECOND    CLASS 0
 MK0770
 MK0770.The horizontal coordinates were scaled from a topographic map and have
 MK0770.an estimated accuracy of +/- 6 seconds.
 MK0770
 MK0770.The orthometric height was determined by differential leveling
 MK0770.and adjusted by the National Geodetic Survey in June 1991..
 MK0770
 MK0770.The geoid height was determined by GEOID03.
 MK0770
 MK0770.The dynamic height is computed by dividing the NAVD 88
 MK0770.geopotential number by the normal gravity value computed on the
 MK0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0770.degrees latitude (g = 980.6199 gals.).
 MK0770
 MK0770.The modeled gravity was interpolated from observed gravity values.
 MK0770
 MK0770;                    North         East    Units  Estimated Accuracy
 MK0770;SPC NE       -   165,200.      807,350.      MT  (+/- 180 meters Scaled)
 MK0770
 MK0770                          SUPERSEDED SURVEY CONTROL
 MK0770
 MK0770  NGVD 29 (??/??/92)  342.557  (m)         1123.87   (f) ADJ UNCH    2 0
 MK0770
 MK0770.Superseded values are not recommended for survey control.
 MK0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0770.See file dsdata.txt to determine how the superseded data were derived.
 MK0770
 MK0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL236713(NAD 83)
 MK0770_MARKER: DB = BENCH MARK DISK
 MK0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0770_STAMPING: G 300 1950
 MK0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0770+STABILITY: SURFACE MOTION
 MK0770
 MK0770  HISTORY     - Date     Condition        Report By
 MK0770  HISTORY     - 1950     MONUMENTED       CGS
 MK0770  HISTORY     - 1976     GOOD             LOCSUR
 MK0770
 MK0770                          STATION DESCRIPTION
 MK0770
 MK0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0770'4.2 MI SE FROM VALLEY.
 MK0770'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT VALLEY,
 MK0770'THENCE 0.3 MILE EAST ALONG A GRAVELED STREET, THENCE 3.8 MILES
 MK0770'SOUTHEAST ALONG STATE HIGHWAY 93, AT THE NORTHWEST CORNER OF
 MK0770'A SAND PIT, 35 FEET SOUTH OF THE CENTER LINE OF AN EAST END
 MK0770'WEST ROAD, 35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY 4 FEET
 MK0770'SOUTHEAST OF A FENCE CORNER, 1.7 FEET EAST OF A WITNESS POST,
 MK0770'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MK0770'THE GROUND.
 MK0770
 MK0770                          STATION RECOVERY (1976)
 MK0770
 MK0770'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0721 ***********************************************************************
 MK0721  DESIGNATION -  G 303
 MK0721  PID         -  MK0721
 MK0721  STATE/COUNTY-  NE/SAUNDERS
 MK0721  USGS QUAD   -  LESHARA (1968)
 MK0721
 MK0721                         *CURRENT SURVEY CONTROL
 MK0721  ___________________________________________________________________
 MK0721* NAD 83(1986)-  41 15 47.     (N)    096 25 31.     (W)     SCALED    
 MK0721* NAVD 88     -       379.901  (meters)    1246.39   (feet)  ADJUSTED  
 MK0721  ___________________________________________________________________
 MK0721  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 MK0721  DYNAMIC HT  -         379.723 (meters)    1245.81  (feet)  COMP
 MK0721  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 MK0721
 MK0721  VERT ORDER  -  SECOND    CLASS 0
 MK0721
 MK0721.The horizontal coordinates were scaled from a topographic map and have
 MK0721.an estimated accuracy of +/- 6 seconds.
 MK0721
 MK0721.The orthometric height was determined by differential leveling
 MK0721.and adjusted by the National Geodetic Survey in June 1991..
 MK0721
 MK0721.The geoid height was determined by GEOID03.
 MK0721
 MK0721.The dynamic height is computed by dividing the NAVD 88
 MK0721.geopotential number by the normal gravity value computed on the
 MK0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0721.degrees latitude (g = 980.6199 gals.).
 MK0721
 MK0721.The modeled gravity was interpolated from observed gravity values.
 MK0721
 MK0721;                    North         East    Units  Estimated Accuracy
 MK0721;SPC NE       -   164,930.      799,380.      MT  (+/- 180 meters Scaled)
 MK0721
 MK0721                          SUPERSEDED SURVEY CONTROL
 MK0721
 MK0721  NGVD 29 (??/??/92)  379.760  (m)         1245.93   (f) ADJ UNCH    2 0
 MK0721
 MK0721.Superseded values are not recommended for survey control.
 MK0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0721.See file dsdata.txt to determine how the superseded data were derived.
 MK0721
 MK0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL156711(NAD 83)
 MK0721_MARKER: DB = BENCH MARK DISK
 MK0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0721_STAMPING: G 303 1950
 MK0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0721+STABILITY: SURFACE MOTION
 MK0721
 MK0721  HISTORY     - Date     Condition        Report By
 MK0721  HISTORY     - 1950     MONUMENTED       CGS
 MK0721
 MK0721                          STATION DESCRIPTION
 MK0721
 MK0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0721'3 MI NW FROM YUTAN.
 MK0721'0.1 MILE WEST ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK0721'RAILROAD STATION AT YUTAN, THENCE 0.3 MILE NORTH ALONG A GRAVELED
 MK0721'STREET, THENCE 1.45 MILES WEST ALONG A GRAVELED ROAD, THENCE
 MK0721'1.15 MILES NORTH ALONG A GRAVELED ROAD, AT THE MARY MC EVOY
 MK0721'FARMHOUSE, 69 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD,
 MK0721'32 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE, 17
 MK0721'FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.5 FEET
 MK0721'NORTH OF A YARD FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0721'IS FLUSH WITH THE GROUND.  THIS MARK IS 6.1 MILES SOUTH OF
 MK0721'LESHARA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1049 ***********************************************************************
 MK1049  DESIGNATION -  G 304
 MK1049  PID         -  MK1049
 MK1049  STATE/COUNTY-  NE/SAUNDERS
 MK1049  USGS QUAD   -  COLON (1969)
 MK1049
 MK1049                         *CURRENT SURVEY CONTROL
 MK1049  ___________________________________________________________________
 MK1049* NAD 83(1986)-  41 18 26.     (N)    096 30 09.     (W)     SCALED    
 MK1049* NAVD 88     -       417.776  (meters)    1370.65   (feet)  ADJUSTED  
 MK1049  ___________________________________________________________________
 MK1049  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MK1049  DYNAMIC HT  -         417.576 (meters)    1370.00  (feet)  COMP
 MK1049  MODELED GRAV-     980,132.4   (mgal)                       NAVD 88
 MK1049
 MK1049  VERT ORDER  -  SECOND    CLASS 0
 MK1049
 MK1049.The horizontal coordinates were scaled from a topographic map and have
 MK1049.an estimated accuracy of +/- 6 seconds.
 MK1049
 MK1049.The orthometric height was determined by differential leveling
 MK1049.and adjusted by the National Geodetic Survey in June 1991..
 MK1049
 MK1049.The geoid height was determined by GEOID03.
 MK1049
 MK1049.The dynamic height is computed by dividing the NAVD 88
 MK1049.geopotential number by the normal gravity value computed on the
 MK1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1049.degrees latitude (g = 980.6199 gals.).
 MK1049
 MK1049.The modeled gravity was interpolated from observed gravity values.
 MK1049
 MK1049;                    North         East    Units  Estimated Accuracy
 MK1049;SPC NE       -   169,560.      792,710.      MT  (+/- 180 meters Scaled)
 MK1049
 MK1049                          SUPERSEDED SURVEY CONTROL
 MK1049
 MK1049  NGVD 29 (??/??/92)  417.622  (m)         1370.15   (f) ADJ UNCH    2 0
 MK1049
 MK1049.Superseded values are not recommended for survey control.
 MK1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1049.See file dsdata.txt to determine how the superseded data were derived.
 MK1049
 MK1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL090758(NAD 83)
 MK1049_MARKER: DB = BENCH MARK DISK
 MK1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1049_STAMPING: G 304 1950
 MK1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1049+STABILITY: SURFACE MOTION
 MK1049
 MK1049  HISTORY     - Date     Condition        Report By
 MK1049  HISTORY     - 1950     MONUMENTED       CGS
 MK1049
 MK1049                          STATION DESCRIPTION
 MK1049
 MK1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1049'6.3 MI E FROM COLON.
 MK1049'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO AND NORTH
 MK1049'WESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILE NORTH ALONG
 MK1049'STATE HIGHWAY 109, THENCE 5.2 MILES EAST ALONG STATE HIGHWAY 64,
 MK1049'AT THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 64,
 MK1049'272 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 32 FEET
 MK1049'NORTH OF THE CENTER LINE OF STATE HIGHWAY 64, 4.4 FEET WEST OF A
 MK1049'TELEPHONE POLE, 0.8 FOOT NORTH OF A FENCE, 1.4 FEET EAST OF A
 MK1049'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1049'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2189 ***********************************************************************
 MK2189  DESIGNATION -  G 304 RESET
 MK2189  PID         -  MK2189
 MK2189  STATE/COUNTY-  NE/SAUNDERS
 MK2189  USGS QUAD   -  COLON (1969)
 MK2189
 MK2189                         *CURRENT SURVEY CONTROL
 MK2189  ___________________________________________________________________
 MK2189* NAD 83(1986)-  41 18 26.     (N)    096 30 09.     (W)     SCALED    
 MK2189* NAVD 88     -       416.39   (meters)    1366.1    (feet)  RESET     
 MK2189  ___________________________________________________________________
 MK2189  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MK2189
 MK2189  VERT ORDER  -  THIRD
 MK2189
 MK2189.The horizontal coordinates were scaled from a topographic map and have
 MK2189.an estimated accuracy of +/- 6 seconds.
 MK2189
 MK2189.The orthometric height was computed from unverified reset data.
 MK2189.No vertical observational check was made to the station.
 MK2189
 MK2189.The geoid height was determined by GEOID03.
 MK2189
 MK2189;                    North         East    Units  Estimated Accuracy
 MK2189;SPC NE       -   169,560.      792,710.      MT  (+/- 180 meters Scaled)
 MK2189
 MK2189                          SUPERSEDED SURVEY CONTROL
 MK2189
 MK2189  NGVD 29 (08/02/06)  416.24   (m)         1365.6    (f) RESET       3  
 MK2189
 MK2189.Superseded values are not recommended for survey control.
 MK2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2189.See file dsdata.txt to determine how the superseded data were derived.
 MK2189
 MK2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL090758(NAD 83)
 MK2189_MARKER: DV = VERTICAL CONTROL DISK
 MK2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2189_SP_SET: CONCRETE POST
 MK2189_STAMPING: G 304 1950 RESET 1980
 MK2189_MARK LOGO: CGS   
 MK2189_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MK2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2189+STABILITY: SURFACE MOTION
 MK2189
 MK2189  HISTORY     - Date     Condition        Report By
 MK2189  HISTORY     - 1980     MONUMENTED       NGS
 MK2189
 MK2189                          STATION DESCRIPTION
 MK2189
 MK2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MK2189'0.4 MILES (0.6 KM) EAST ALONG OIL ROAD FROM THE CHICAGO AND
 MK2189'NORTHWESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILES (1.1 KM)
 MK2189'NORTH ALONG STATE HIGHWAY 109, THENCE 5.2 MILES (8.4 KM) EAST ALONG
 MK2189'STATE HIGHWAY 64 TO JUNCTION OF US HIGHWAY 77, 314 FEET (95.7 M)
 MK2189'SOUTH OF CENTER OF INTERSECTION, 98 FEET (29.9 M) WEST OF CENTERLINE
 MK2189'OF US HIGHWAY 77, 8.7 FEET (2.7 M) NORTH-NORTHEAST OF NAIL IN POWER
 MK2189'POLE LB 438, 1.5 FEET (0.5 M) EAST OF NORTH-SOUTH FENCE AND 1.0 FOOT
 MK2189'(0.3 M) EAST OF WITNESS POST, MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0603 ***********************************************************************
 MK0603  DESIGNATION -  G 305
 MK0603  PID         -  MK0603
 MK0603  STATE/COUNTY-  NE/DOUGLAS
 MK0603  USGS QUAD   -  ARLINGTON (1968)
 MK0603
 MK0603                         *CURRENT SURVEY CONTROL
 MK0603  ___________________________________________________________________
 MK0603* NAD 83(1986)-  41 22 46.     (N)    096 17 17.     (W)     SCALED    
 MK0603* NAVD 88     -       365.430  (meters)    1198.91   (feet)  ADJUSTED  
 MK0603  ___________________________________________________________________
 MK0603  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 MK0603  DYNAMIC HT  -         365.256 (meters)    1198.34  (feet)  COMP
 MK0603  MODELED GRAV-     980,138.5   (mgal)                       NAVD 88
 MK0603
 MK0603  VERT ORDER  -  SECOND    CLASS 0
 MK0603
 MK0603.The horizontal coordinates were scaled from a topographic map and have
 MK0603.an estimated accuracy of +/- 6 seconds.
 MK0603
 MK0603.The orthometric height was determined by differential leveling
 MK0603.and adjusted by the National Geodetic Survey in June 1991..
 MK0603
 MK0603.The geoid height was determined by GEOID03.
 MK0603
 MK0603.The dynamic height is computed by dividing the NAVD 88
 MK0603.geopotential number by the normal gravity value computed on the
 MK0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0603.degrees latitude (g = 980.6199 gals.).
 MK0603
 MK0603.The modeled gravity was interpolated from observed gravity values.
 MK0603
 MK0603;                    North         East    Units  Estimated Accuracy
 MK0603;SPC NE       -   178,320.      810,310.      MT  (+/- 180 meters Scaled)
 MK0603
 MK0603                          SUPERSEDED SURVEY CONTROL
 MK0603
 MK0603  NGVD 29 (??/??/92)  365.284  (m)         1198.44   (f) ADJ UNCH    2 0
 MK0603
 MK0603.Superseded values are not recommended for survey control.
 MK0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0603.See file dsdata.txt to determine how the superseded data were derived.
 MK0603
 MK0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL267844(NAD 83)
 MK0603_MARKER: DB = BENCH MARK DISK
 MK0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0603_STAMPING: G 305 1950
 MK0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0603+STABILITY: SURFACE MOTION
 MK0603
 MK0603  HISTORY     - Date     Condition        Report By
 MK0603  HISTORY     - 1950     MONUMENTED       CGS
 MK0603  HISTORY     - 1976     GOOD             LOCSUR
 MK0603
 MK0603                          STATION DESCRIPTION
 MK0603
 MK0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0603'1.5 MI NW FROM ELK CITY.
 MK0603'0.5 MILE NORTH ALONG STATE HIGHWAY 8 FROM THE SCHOOL AT ELK
 MK0603'CITY, THENCE 1.0 MILE WEST ALONG STATE HIGHWAYS 8 AND 93, AT THE
 MK0603'FARM HOME OF OSCAR HANSEN, 149 FEET NORTH OF THE CENTER LINE
 MK0603'OF THE HIGHWAY, 85 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 MK0603'FARMHOUSE, 24 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 MK0603'3 FEET WEST OF A POWER POLE, 1.9 FEET WEST OF A WITNESS POST,
 MK0603'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0603
 MK0603                          STATION RECOVERY (1976)
 MK0603
 MK0603'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0204 ***********************************************************************
 ML0204  DESIGNATION -  G 306
 ML0204  PID         -  ML0204
 ML0204  STATE/COUNTY-  NE/HOWARD
 ML0204  USGS QUAD   -  CUSHING (1955)
 ML0204
 ML0204                         *CURRENT SURVEY CONTROL
 ML0204  ___________________________________________________________________
 ML0204* NAD 83(1986)-  41 17 08.     (N)    098 22 17.     (W)     SCALED    
 ML0204* NAVD 88     -       538.668  (meters)    1767.28   (feet)  ADJUSTED  
 ML0204  ___________________________________________________________________
 ML0204  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 ML0204  DYNAMIC HT  -         538.401 (meters)    1766.40  (feet)  COMP
 ML0204  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 ML0204
 ML0204  VERT ORDER  -  SECOND    CLASS 0
 ML0204
 ML0204.The horizontal coordinates were scaled from a topographic map and have
 ML0204.an estimated accuracy of +/- 6 seconds.
 ML0204
 ML0204.The orthometric height was determined by differential leveling
 ML0204.and adjusted by the National Geodetic Survey in June 1991..
 ML0204
 ML0204.The geoid height was determined by GEOID03.
 ML0204
 ML0204.The dynamic height is computed by dividing the NAVD 88
 ML0204.geopotential number by the normal gravity value computed on the
 ML0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0204.degrees latitude (g = 980.6199 gals.).
 ML0204
 ML0204.The modeled gravity was interpolated from observed gravity values.
 ML0204
 ML0204;                    North         East    Units  Estimated Accuracy
 ML0204;SPC NE       -   162,520.      636,380.      MT  (+/- 180 meters Scaled)
 ML0204
 ML0204                          SUPERSEDED SURVEY CONTROL
 ML0204
 ML0204  NGVD 29 (??/??/92)  538.430  (m)         1766.50   (f) ADJ UNCH    2 0
 ML0204
 ML0204.Superseded values are not recommended for survey control.
 ML0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0204.See file dsdata.txt to determine how the superseded data were derived.
 ML0204
 ML0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL526706(NAD 83)
 ML0204_MARKER: DB = BENCH MARK DISK
 ML0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0204_STAMPING: G 306 1950
 ML0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0204+STABILITY: SURFACE MOTION
 ML0204
 ML0204  HISTORY     - Date     Condition        Report By
 ML0204  HISTORY     - 1950     MONUMENTED       CGS
 ML0204
 ML0204                          STATION DESCRIPTION
 ML0204
 ML0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0204'0.8 MI S FROM CUSHING.
 ML0204'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0204'CUSHING, AT A JUNCTION WITH A ROAD LEADING EAST, 114 FEET NORTH
 ML0204'OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTHEAST OF THE
 ML0204'SOUTHEAST CORNER OF AN ABANDONED FARMHOUSE, 3 FEET NORTHWEST
 ML0204'OF A CORNER FORMED BY AN EAST AND WEST AND A NORTH AND SOUTH
 ML0204'ROW OF ELM TREES, 2.5 FEET EAST OF A WITNESS POST, SET IN THE
 ML0204'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0230 ***********************************************************************
 ML0230  DESIGNATION -  G 307
 ML0230  PID         -  ML0230
 ML0230  STATE/COUNTY-  NE/NANCE
 ML0230  USGS QUAD   -  BELGRADE SE (1955)
 ML0230
 ML0230                         *CURRENT SURVEY CONTROL
 ML0230  ___________________________________________________________________
 ML0230* NAD 83(1986)-  41 18 29.     (N)    098 07 01.     (W)     SCALED    
 ML0230* NAVD 88     -       520.242  (meters)    1706.83   (feet)  ADJUSTED  
 ML0230  ___________________________________________________________________
 ML0230  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 ML0230  DYNAMIC HT  -         519.995 (meters)    1706.02  (feet)  COMP
 ML0230  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 ML0230
 ML0230  VERT ORDER  -  SECOND    CLASS 0
 ML0230
 ML0230.The horizontal coordinates were scaled from a topographic map and have
 ML0230.an estimated accuracy of +/- 6 seconds.
 ML0230
 ML0230.The orthometric height was determined by differential leveling
 ML0230.and adjusted by the National Geodetic Survey in June 1991..
 ML0230
 ML0230.The geoid height was determined by GEOID03.
 ML0230
 ML0230.The dynamic height is computed by dividing the NAVD 88
 ML0230.geopotential number by the normal gravity value computed on the
 ML0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0230.degrees latitude (g = 980.6199 gals.).
 ML0230
 ML0230.The modeled gravity was interpolated from observed gravity values.
 ML0230
 ML0230;                    North         East    Units  Estimated Accuracy
 ML0230;SPC NE       -   165,450.      657,630.      MT  (+/- 180 meters Scaled)
 ML0230
 ML0230                          SUPERSEDED SURVEY CONTROL
 ML0230
 ML0230  NGVD 29 (??/??/92)  520.018  (m)         1706.09   (f) ADJ UNCH    2 0
 ML0230
 ML0230.Superseded values are not recommended for survey control.
 ML0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0230.See file dsdata.txt to determine how the superseded data were derived.
 ML0230
 ML0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL739733(NAD 83)
 ML0230_MARKER: DB = BENCH MARK DISK
 ML0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0230_SP_SET: CULVERT
 ML0230_STAMPING: G 307 1950
 ML0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0230
 ML0230  HISTORY     - Date     Condition        Report By
 ML0230  HISTORY     - 1950     MONUMENTED       CGS
 ML0230
 ML0230                          STATION DESCRIPTION
 ML0230
 ML0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0230'10.9 MI SW FROM FULLERTON.
 ML0230'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0230'FULLERTON, THENCE 9.7 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0230'ON THE OUTSIDE OF A CURVE IN THE MAIN ROAD, 15 FEET SOUTH OF
 ML0230'THE CENTER LINE OF AN EAST AND WEST ROAD, 18 FEET EAST OF THE
 ML0230'CENTER LINE OF A NORTH AND SOUTH ROAD, 97 FEET SOUTHEAST OF
 ML0230'BENCH MARK 10-69 (U.S.B.R.), SET IN THE TOP OF THE NORTHEAST
 ML0230'END OF THE SOUTHEAST HEADWALL OF A CULVERT, 1.2 FEET SOUTHWEST
 ML0230'OF THE NORTHEAST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1580 ***********************************************************************
 MK1580  DESIGNATION -  G 308
 MK1580  PID         -  MK1580
 MK1580  STATE/COUNTY-  NE/NANCE
 MK1580  USGS QUAD   -  FULLERTON NE (1958)
 MK1580
 MK1580                         *CURRENT SURVEY CONTROL
 MK1580  ___________________________________________________________________
 MK1580* NAD 83(1986)-  41 24 55.     (N)    097 46 56.     (W)     SCALED    
 MK1580* NAVD 88     -       478.503  (meters)    1569.89   (feet)  ADJUSTED  
 MK1580  ___________________________________________________________________
 MK1580  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 MK1580  DYNAMIC HT  -         478.280 (meters)    1569.16  (feet)  COMP
 MK1580  MODELED GRAV-     980,142.4   (mgal)                       NAVD 88
 MK1580
 MK1580  VERT ORDER  -  SECOND    CLASS 0
 MK1580
 MK1580.The horizontal coordinates were scaled from a topographic map and have
 MK1580.an estimated accuracy of +/- 6 seconds.
 MK1580
 MK1580.The orthometric height was determined by differential leveling
 MK1580.and adjusted by the National Geodetic Survey in June 1991..
 MK1580
 MK1580.The geoid height was determined by GEOID03.
 MK1580
 MK1580.The dynamic height is computed by dividing the NAVD 88
 MK1580.geopotential number by the normal gravity value computed on the
 MK1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1580.degrees latitude (g = 980.6199 gals.).
 MK1580
 MK1580.The modeled gravity was interpolated from observed gravity values.
 MK1580
 MK1580;                    North         East    Units  Estimated Accuracy
 MK1580;SPC NE       -   178,010.      685,330.      MT  (+/- 180 meters Scaled)
 MK1580
 MK1580                          SUPERSEDED SURVEY CONTROL
 MK1580
 MK1580  NGVD 29 (??/??/92)  478.292  (m)         1569.20   (f) ADJ UNCH    2 0
 MK1580
 MK1580.Superseded values are not recommended for survey control.
 MK1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1580.See file dsdata.txt to determine how the superseded data were derived.
 MK1580
 MK1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL017855(NAD 83)
 MK1580_MARKER: DB = BENCH MARK DISK
 MK1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1580_STAMPING: G 308 1950
 MK1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1580+STABILITY: SURFACE MOTION
 MK1580
 MK1580  HISTORY     - Date     Condition        Report By
 MK1580  HISTORY     - 1950     MONUMENTED       CGS
 MK1580
 MK1580                          STATION DESCRIPTION
 MK1580
 MK1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1580'4 MI SW FROM GENOA.
 MK1580'3.95 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1580'AT GENOA, BETWEEN THE HIGHWAY AND THE UNION PACIFIC RAILROAD, AT
 MK1580'A ROAD JUNCTION, 43 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MK1580'RAILROAD, 37 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MK1580'8 FEET WEST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY
 MK1580'LEADING NORTH, 7 FEET EAST OF A TELEPHONE POLE, 7 FEET NORTHWEST
 MK1580'OF A TELEPHONE POLE, 1.5 FEET SOUTHWEST OF A WITNESS POST, SET
 MK1580'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK1580'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1409 ***********************************************************************
 MK1409  DESIGNATION -  G 309
 MK1409  PID         -  MK1409
 MK1409  STATE/COUNTY-  NE/NANCE
 MK1409  USGS QUAD   -  FULLERTON NE (1958)
 MK1409
 MK1409                         *CURRENT SURVEY CONTROL
 MK1409  ___________________________________________________________________
 MK1409* NAD 83(1986)-  41 29 54.     (N)    097 47 11.     (W)     SCALED    
 MK1409* NAVD 88     -       491.000  (meters)    1610.89   (feet)  ADJUSTED  
 MK1409  ___________________________________________________________________
 MK1409  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 MK1409  DYNAMIC HT  -         490.774 (meters)    1610.15  (feet)  COMP
 MK1409  MODELED GRAV-     980,148.1   (mgal)                       NAVD 88
 MK1409
 MK1409  VERT ORDER  -  SECOND    CLASS 0
 MK1409
 MK1409.The horizontal coordinates were scaled from a topographic map and have
 MK1409.an estimated accuracy of +/- 6 seconds.
 MK1409
 MK1409.The orthometric height was determined by differential leveling
 MK1409.and adjusted by the National Geodetic Survey in June 1991..
 MK1409
 MK1409.The geoid height was determined by GEOID03.
 MK1409
 MK1409.The dynamic height is computed by dividing the NAVD 88
 MK1409.geopotential number by the normal gravity value computed on the
 MK1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1409.degrees latitude (g = 980.6199 gals.).
 MK1409
 MK1409.The modeled gravity was interpolated from observed gravity values.
 MK1409
 MK1409;                    North         East    Units  Estimated Accuracy
 MK1409;SPC NE       -   187,220.      684,750.      MT  (+/- 180 meters Scaled)
 MK1409
 MK1409                          SUPERSEDED SURVEY CONTROL
 MK1409
 MK1409  NGVD 29 (??/??/92)  490.790  (m)         1610.20   (f) ADJ UNCH    2 0
 MK1409
 MK1409.Superseded values are not recommended for survey control.
 MK1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1409.See file dsdata.txt to determine how the superseded data were derived.
 MK1409
 MK1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL012947(NAD 83)
 MK1409_MARKER: DB = BENCH MARK DISK
 MK1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1409_STAMPING: G 309 1950
 MK1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1409+STABILITY: SURFACE MOTION
 MK1409
 MK1409  HISTORY     - Date     Condition        Report By
 MK1409  HISTORY     - 1950     MONUMENTED       CGS
 MK1409
 MK1409                          STATION DESCRIPTION
 MK1409
 MK1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1409'4.8 MI NW FROM GENOA.
 MK1409'0.6 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1409'GENOA, THENCE 4.2 MILES NORTHWEST ALONG STATE HIGHWAY 39, 0.2
 MK1409'MILE SOUTHEAST OF A WHITE TWO STORY FARMHOUSE WHICH IS ON THE
 MK1409'NORTHEAST SIDE OF THE HIGHWAY, AT THE NORTHWEST END OF A LONG
 MK1409'FILL, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 MK1409'2 FEET EAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A WITNESS
 MK1409'POST, 1 FOOT NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK1409'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0234 ***********************************************************************
 MM0234  DESIGNATION -  G 31
 MM0234  PID         -  MM0234
 MM0234  STATE/COUNTY-  NE/KEITH
 MM0234  USGS QUAD   -  MARTIN (1971)
 MM0234
 MM0234                         *CURRENT SURVEY CONTROL
 MM0234  ___________________________________________________________________
 MM0234* NAD 83(1986)-  41 18 30.     (N)    101 43 49.     (W)     SCALED    
 MM0234* NAVD 88     -      1048.628  (meters)    3440.37   (feet)  ADJUSTED  
 MM0234  ___________________________________________________________________
 MM0234  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 MM0234  DYNAMIC HT  -        1047.992 (meters)    3438.29  (feet)  COMP
 MM0234  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 MM0234
 MM0234  VERT ORDER  -  SECOND    CLASS 0
 MM0234
 MM0234.The horizontal coordinates were scaled from a topographic map and have
 MM0234.an estimated accuracy of +/- 6 seconds.
 MM0234
 MM0234.The orthometric height was determined by differential leveling
 MM0234.and adjusted by the National Geodetic Survey in June 1991..
 MM0234
 MM0234.The geoid height was determined by GEOID03.
 MM0234
 MM0234.The dynamic height is computed by dividing the NAVD 88
 MM0234.geopotential number by the normal gravity value computed on the
 MM0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0234.degrees latitude (g = 980.6199 gals.).
 MM0234
 MM0234.The modeled gravity was interpolated from observed gravity values.
 MM0234
 MM0234;                    North         East    Units  Estimated Accuracy
 MM0234;SPC NE       -   165,210.      355,160.      MT  (+/- 180 meters Scaled)
 MM0234
 MM0234                          SUPERSEDED SURVEY CONTROL
 MM0234
 MM0234  NGVD 29 (??/??/92) 1048.187  (m)         3438.93   (f) ADJ UNCH    2 0
 MM0234
 MM0234.Superseded values are not recommended for survey control.
 MM0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0234.See file dsdata.txt to determine how the superseded data were derived.
 MM0234
 MM0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL714765(NAD 83)
 MM0234_MARKER: DB = BENCH MARK DISK
 MM0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0234_STAMPING: G 31 1934
 MM0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0234+STABILITY: SURFACE MOTION
 MM0234
 MM0234  HISTORY     - Date     Condition        Report By
 MM0234  HISTORY     - 1934     MONUMENTED       CGS
 MM0234  HISTORY     - 1941     GOOD             LOCENG
 MM0234  HISTORY     - 1971     MARK NOT FOUND   NGS
 MM0234
 MM0234                          STATION DESCRIPTION
 MM0234
 MM0234'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 MM0234'12.3 MI N FROM OGALLALA.
 MM0234'12.3 MILES NORTH ALONG STATE HIGHWAY 61 FROM OGALLALA, KEITH
 MM0234'COUNTY, 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 MM0234'T-ANGLE JUNCTION OF A SIDE FENCE, 7 FEET WEST OF THE RIGHT-OF-WAY
 MM0234'FENCE, AND 9 FEET SOUTH OF THE SIDE FENCE.  A STANDARD DISK,
 MM0234'STAMPED G 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0234'NOTE-- HIGHWAY 61 HAS BEEN RELOCATED SO AS TO PASS AROUND KINGSLEY
 MM0234'DAM.  THE MARK IS NOW ABOUT 6 MILES FARTHER FROM OGALLALA THAN
 MM0234'BY THE OLD ROAD.
 MM0234
 MM0234                          STATION RECOVERY (1971)
 MM0234
 MM0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0123 ***********************************************************************
 ML0123  DESIGNATION -  G 310
 ML0123  PID         -  ML0123
 ML0123  STATE/COUNTY-  NE/WHEELER
 ML0123  USGS QUAD   -  SCHOOL NO. 20 (1985)
 ML0123
 ML0123                         *CURRENT SURVEY CONTROL
 ML0123  ___________________________________________________________________
 ML0123* NAD 83(1986)-  41 45 18.     (N)    098 28 10.     (W)     SCALED    
 ML0123* NAVD 88     -       620.283  (meters)    2035.05   (feet)  ADJUSTED  
 ML0123  ___________________________________________________________________
 ML0123  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 ML0123  DYNAMIC HT  -         619.992 (meters)    2034.09  (feet)  COMP
 ML0123  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 ML0123
 ML0123  VERT ORDER  -  SECOND    CLASS 0
 ML0123
 ML0123.The horizontal coordinates were scaled from a topographic map and have
 ML0123.an estimated accuracy of +/- 6 seconds.
 ML0123
 ML0123.The orthometric height was determined by differential leveling
 ML0123.and adjusted by the National Geodetic Survey in June 1991..
 ML0123
 ML0123.The geoid height was determined by GEOID03.
 ML0123
 ML0123.The dynamic height is computed by dividing the NAVD 88
 ML0123.geopotential number by the normal gravity value computed on the
 ML0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0123.degrees latitude (g = 980.6199 gals.).
 ML0123
 ML0123.The modeled gravity was interpolated from observed gravity values.
 ML0123
 ML0123;                    North         East    Units  Estimated Accuracy
 ML0123;SPC NE       -   214,480.      627,240.      MT  (+/- 180 meters Scaled)
 ML0123
 ML0123                          SUPERSEDED SURVEY CONTROL
 ML0123
 ML0123  NGVD 29 (??/??/92)  620.043  (m)         2034.26   (f) ADJ UNCH    2 0
 ML0123
 ML0123.Superseded values are not recommended for survey control.
 ML0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0123.See file dsdata.txt to determine how the superseded data were derived.
 ML0123
 ML0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM441227(NAD 83)
 ML0123_MARKER: DB = BENCH MARK DISK
 ML0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0123_STAMPING: G 310 1950
 ML0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0123+STABILITY: SURFACE MOTION
 ML0123
 ML0123  HISTORY     - Date     Condition        Report By
 ML0123  HISTORY     - 1950     MONUMENTED       CGS
 ML0123
 ML0123                          STATION DESCRIPTION
 ML0123
 ML0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0123'9.3 MI NW FROM SPALDING.
 ML0123'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION OF
 ML0123'STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE NORTH
 ML0123'ALONG A GRAVELED ROAD, THENCE 2.2 MILES NORTHWEST ALONG A SAND
 ML0123'ROAD, THENCE 1.0 MILE NORTH ALONG A SAND ROAD, IN THE NORTHWEST
 ML0123'CORNER OF SECTION 34, TOWNSHIP 21 N., RANGE 10 W., AT A
 ML0123'ROAD INTERSECTION, 58 FEET EAST OF THE CENTER LINE OF A NORTH
 ML0123'AND SOUTH ROAD, 46 FEET SOUTH OF THE CENTER LINE OF AN EAST
 ML0123'AND WEST ROAD, 4 FEET NORTH OF TELEPHONE POLE 3, 4.5 FEET NORTHWEST
 ML0123'OF A FENCE CORNER, 1.7 FEET SOUTHEAST OF A WITNESS POST, SET IN
 ML0123'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 ML0123'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1671 ***********************************************************************
 MK1671  DESIGNATION -  G 311
 MK1671  PID         -  MK1671
 MK1671  STATE/COUNTY-  NE/BOONE
 MK1671  USGS QUAD   -  CLOSTER SE (1985)
 MK1671
 MK1671                         *CURRENT SURVEY CONTROL
 MK1671  ___________________________________________________________________
 MK1671* NAD 83(1986)-  41 48 52.     (N)    097 50 00.     (W)     SCALED    
 MK1671* NAVD 88     -       544.255  (meters)    1785.61   (feet)  ADJUSTED  
 MK1671  ___________________________________________________________________
 MK1671  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 MK1671  DYNAMIC HT  -         544.030 (meters)    1784.87  (feet)  COMP
 MK1671  MODELED GRAV-     980,190.9   (mgal)                       NAVD 88
 MK1671
 MK1671  VERT ORDER  -  SECOND    CLASS 0
 MK1671
 MK1671.The horizontal coordinates were scaled from a topographic map and have
 MK1671.an estimated accuracy of +/- 6 seconds.
 MK1671
 MK1671.The orthometric height was determined by differential leveling
 MK1671.and adjusted by the National Geodetic Survey in June 1991..
 MK1671
 MK1671.The geoid height was determined by GEOID03.
 MK1671
 MK1671.The dynamic height is computed by dividing the NAVD 88
 MK1671.geopotential number by the normal gravity value computed on the
 MK1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1671.degrees latitude (g = 980.6199 gals.).
 MK1671
 MK1671.The modeled gravity was interpolated from observed gravity values.
 MK1671
 MK1671;                    North         East    Units  Estimated Accuracy
 MK1671;SPC NE       -   222,210.      679,950.      MT  (+/- 180 meters Scaled)
 MK1671
 MK1671                          SUPERSEDED SURVEY CONTROL
 MK1671
 MK1671  NGVD 29 (??/??/92)  544.049  (m)         1784.93   (f) ADJ UNCH    2 0
 MK1671
 MK1671.Superseded values are not recommended for survey control.
 MK1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1671.See file dsdata.txt to determine how the superseded data were derived.
 MK1671
 MK1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM969298(NAD 83)
 MK1671_MARKER: DB = BENCH MARK DISK
 MK1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1671_STAMPING: G 311 1950
 MK1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1671+STABILITY: SURFACE MOTION
 MK1671
 MK1671  HISTORY     - Date     Condition        Report By
 MK1671  HISTORY     - 1950     MONUMENTED       CGS
 MK1671  HISTORY     - 1989     GOOD             LOCSUR
 MK1671
 MK1671                          STATION DESCRIPTION
 MK1671
 MK1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1671'7.5 MI NW FROM NEWMAN GROVE.
 MK1671'3.0 MILES WEST ALONG STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1671'LUTHERAN CHURCH AT NEWMAN GROVE, THENCE 4.5 MILES NORTH ALONG A
 MK1671'GRAVELED ROAD, AT A ROAD INTERSECTION, 62 FEET WEST OF THE CENTER
 MK1671'LINE OF A NORTH AND SOUTH ROAD, 25 FEET WEST OF A POWER POLE WHICH
 MK1671'IS AT A FENCE CORNER, 30 FEET SOUTH OF THE CENTER LINE OF AN EAST
 MK1671'AND WEST ROAD, 0.9 FOOT NORTH OF A FENCE, 1.5 FEET EAST OF A
 MK1671'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1671'0.3 FOOT ABOVE THE GROUND.
 MK1671
 MK1671                          STATION RECOVERY (1989)
 MK1671
 MK1671'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1689 ***********************************************************************
 MK1689  DESIGNATION -  G 312
 MK1689  PID         -  MK1689
 MK1689  STATE/COUNTY-  NE/BOONE
 MK1689  USGS QUAD   -  CLOSTER SW (1985)
 MK1689
 MK1689                         *CURRENT SURVEY CONTROL
 MK1689  ___________________________________________________________________
 MK1689* NAD 83(1986)-  41 51 00.     (N)    097 59 15.     (W)     SCALED    
 MK1689* NAVD 88     -       608.287  (meters)    1995.69   (feet)  ADJUSTED  
 MK1689  ___________________________________________________________________
 MK1689  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 MK1689  DYNAMIC HT  -         608.023 (meters)    1994.82  (feet)  COMP
 MK1689  MODELED GRAV-     980,168.7   (mgal)                       NAVD 88
 MK1689
 MK1689  VERT ORDER  -  SECOND    CLASS 0
 MK1689
 MK1689.The horizontal coordinates were scaled from a topographic map and have
 MK1689.an estimated accuracy of +/- 6 seconds.
 MK1689
 MK1689.The orthometric height was determined by differential leveling
 MK1689.and adjusted by the National Geodetic Survey in June 1991..
 MK1689
 MK1689.The geoid height was determined by GEOID03.
 MK1689
 MK1689.The dynamic height is computed by dividing the NAVD 88
 MK1689.geopotential number by the normal gravity value computed on the
 MK1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1689.degrees latitude (g = 980.6199 gals.).
 MK1689
 MK1689.The modeled gravity was interpolated from observed gravity values.
 MK1689
 MK1689;                    North         East    Units  Estimated Accuracy
 MK1689;SPC NE       -   225,850.      667,060.      MT  (+/- 180 meters Scaled)
 MK1689
 MK1689                          SUPERSEDED SURVEY CONTROL
 MK1689
 MK1689  NGVD 29 (??/??/92)  608.062  (m)         1994.95   (f) ADJ UNCH    2 0
 MK1689
 MK1689.Superseded values are not recommended for survey control.
 MK1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1689.See file dsdata.txt to determine how the superseded data were derived.
 MK1689
 MK1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM840336(NAD 83)
 MK1689_MARKER: DB = BENCH MARK DISK
 MK1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1689_STAMPING: G 312 1950
 MK1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1689+STABILITY: SURFACE MOTION
 MK1689
 MK1689  HISTORY     - Date     Condition        Report By
 MK1689  HISTORY     - 1950     MONUMENTED       CGS
 MK1689  HISTORY     - 1990     GOOD             LOCSUR
 MK1689
 MK1689                          STATION DESCRIPTION
 MK1689
 MK1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1689'5.2 MI E FROM PETERSBURG.
 MK1689'0.3 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE WATER TOWER AT
 MK1689'PETERSBURG, THENCE 4.9 MILES EAST ALONG A GRAVELED ROAD, AT A
 MK1689'T ROAD JUNCTION, 237 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MK1689'GRAVELED ROAD, 57 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD
 MK1689'LEADING WEST, 40 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1689'ROAD, 8 FEET NORTHWEST OF A FENCE CORNER, 23 FEET SOUTHEAST OF
 MK1689'THE CENTER OF A GATE, 1 FOOT NORTHEAST OF A FENCE, 3 FEET SOUTHEAST
 MK1689'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1689'0.3 FOOT ABOVE THE GROUND.
 MK1689
 MK1689                          STATION RECOVERY (1990)
 MK1689
 MK1689'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (MD)
 MK1689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1312 ***********************************************************************
 NM1312  DESIGNATION -  G 313
 NM1312  PID         -  NM1312
 NM1312  STATE/COUNTY-  NE/ANTELOPE
 NM1312  USGS QUAD   -  OAKDALE (1963)
 NM1312
 NM1312                         *CURRENT SURVEY CONTROL
 NM1312  ___________________________________________________________________
 NM1312* NAD 83(1986)-  42 03 52.     (N)    097 56 27.     (W)     SCALED    
 NM1312* NAVD 88     -       520.929  (meters)    1709.08   (feet)  ADJUSTED  
 NM1312  ___________________________________________________________________
 NM1312  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 NM1312  DYNAMIC HT  -         520.721 (meters)    1708.40  (feet)  COMP
 NM1312  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 NM1312
 NM1312  VERT ORDER  -  SECOND    CLASS 0
 NM1312
 NM1312.The horizontal coordinates were scaled from a topographic map and have
 NM1312.an estimated accuracy of +/- 6 seconds.
 NM1312
 NM1312.The orthometric height was determined by differential leveling
 NM1312.and adjusted by the National Geodetic Survey in June 1991..
 NM1312
 NM1312.The geoid height was determined by GEOID03.
 NM1312
 NM1312.The dynamic height is computed by dividing the NAVD 88
 NM1312.geopotential number by the normal gravity value computed on the
 NM1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1312.degrees latitude (g = 980.6199 gals.).
 NM1312
 NM1312.The modeled gravity was interpolated from observed gravity values.
 NM1312
 NM1312;                    North         East    Units  Estimated Accuracy
 NM1312;SPC NE       -   249,740.      670,370.      MT  (+/- 180 meters Scaled)
 NM1312
 NM1312                          SUPERSEDED SURVEY CONTROL
 NM1312
 NM1312  NGVD 29 (??/??/92)  520.724  (m)         1708.41   (f) ADJ UNCH    2 0
 NM1312
 NM1312.Superseded values are not recommended for survey control.
 NM1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1312.See file dsdata.txt to determine how the superseded data were derived.
 NM1312
 NM1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM876574(NAD 83)
 NM1312_MARKER: DB = BENCH MARK DISK
 NM1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1312_STAMPING: G 313 1950
 NM1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1312+STABILITY: SURFACE MOTION
 NM1312
 NM1312  HISTORY     - Date     Condition        Report By
 NM1312  HISTORY     - 1950     MONUMENTED       CGS
 NM1312
 NM1312                          STATION DESCRIPTION
 NM1312
 NM1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1312'1.5 MI SE FROM OAKDALE.
 NM1312'0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NM1312'THE STATION AT OAKDALE, THENCE 0.3 MILE SOUTH ALONG A GRAVELED
 NM1312'ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, ON THE OUTSIDE
 NM1312'OF A CURVE IN THE ROAD, 54 FEET NORTHEAST OF THE CENTER LINE OF
 NM1312'THE ROAD, 21 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET SOUTHWEST
 NM1312'OF A FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 NM1312'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0942 ***********************************************************************
 ML0942  DESIGNATION -  G 314
 ML0942  PID         -  ML0942
 ML0942  STATE/COUNTY-  NE/BLAINE
 ML0942  USGS QUAD   -  BREWSTER NW (1978)
 ML0942
 ML0942                         *CURRENT SURVEY CONTROL
 ML0942  ___________________________________________________________________
 ML0942* NAD 83(1986)-  41 53 58.     (N)    099 55 01.     (W)     SCALED    
 ML0942* NAVD 88     -       786.963  (meters)    2581.89   (feet)  ADJUSTED  
 ML0942  ___________________________________________________________________
 ML0942  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 ML0942  DYNAMIC HT  -         786.579 (meters)    2580.63  (feet)  COMP
 ML0942  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 ML0942
 ML0942  VERT ORDER  -  SECOND    CLASS 0
 ML0942
 ML0942.The horizontal coordinates were scaled from a topographic map and have
 ML0942.an estimated accuracy of +/- 6 seconds.
 ML0942
 ML0942.The orthometric height was determined by differential leveling
 ML0942.and adjusted by the National Geodetic Survey in June 1991..
 ML0942
 ML0942.The geoid height was determined by GEOID03.
 ML0942
 ML0942.The dynamic height is computed by dividing the NAVD 88
 ML0942.geopotential number by the normal gravity value computed on the
 ML0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0942.degrees latitude (g = 980.6199 gals.).
 ML0942
 ML0942.The modeled gravity was interpolated from observed gravity values.
 ML0942
 ML0942;                    North         East    Units  Estimated Accuracy
 ML0942;SPC NE       -   229,400.      506,890.      MT  (+/- 180 meters Scaled)
 ML0942
 ML0942                          SUPERSEDED SURVEY CONTROL
 ML0942
 ML0942  NGVD 29 (??/??/92)  786.679  (m)         2580.96   (f) ADJ UNCH    2 0
 ML0942
 ML0942.Superseded values are not recommended for survey control.
 ML0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0942.See file dsdata.txt to determine how the superseded data were derived.
 ML0942
 ML0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM239390(NAD 83)
 ML0942_MARKER: DB = BENCH MARK DISK
 ML0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0942_STAMPING: G 314 1950
 ML0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0942+STABILITY: SURFACE MOTION
 ML0942
 ML0942  HISTORY     - Date     Condition        Report By
 ML0942  HISTORY     - 1950     MONUMENTED       CGS
 ML0942
 ML0942                          STATION DESCRIPTION
 ML0942
 ML0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0942'5 MI SW FROM BREWSTER.
 ML0942'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 ML0942'AT BREWSTER, THENCE 1.55 MILES SOUTHEAST ALONG A SAND ROAD, 0.1
 ML0942'MILE NORTHEAST OF A WINDMILL, 42 FEET WEST OF THE CENTER OF A
 ML0942'GATE, 1.7 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A WITNESS
 ML0942'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 ML0942'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0606 ***********************************************************************
 LH0606  DESIGNATION -  G 315
 LH0606  PID         -  LH0606
 LH0606  STATE/COUNTY-  NE/DAWSON
 LH0606  USGS QUAD   -  MILLER (1962)
 LH0606
 LH0606                         *CURRENT SURVEY CONTROL
 LH0606  ___________________________________________________________________
 LH0606* NAD 83(1986)-  40 56 40.     (N)    099 27 51.     (W)     SCALED    
 LH0606* NAVD 88     -       717.551  (meters)    2354.17   (feet)  ADJUSTED  
 LH0606  ___________________________________________________________________
 LH0606  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 LH0606  DYNAMIC HT  -         717.149 (meters)    2352.85  (feet)  COMP
 LH0606  MODELED GRAV-     980,039.5   (mgal)                       NAVD 88
 LH0606
 LH0606  VERT ORDER  -  SECOND    CLASS 0
 LH0606
 LH0606.The horizontal coordinates were scaled from a topographic map and have
 LH0606.an estimated accuracy of +/- 6 seconds.
 LH0606
 LH0606.The orthometric height was determined by differential leveling
 LH0606.and adjusted by the National Geodetic Survey in June 1991..
 LH0606
 LH0606.The geoid height was determined by GEOID03.
 LH0606
 LH0606.The dynamic height is computed by dividing the NAVD 88
 LH0606.geopotential number by the normal gravity value computed on the
 LH0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0606.degrees latitude (g = 980.6199 gals.).
 LH0606
 LH0606.The modeled gravity was interpolated from observed gravity values.
 LH0606
 LH0606;                    North         East    Units  Estimated Accuracy
 LH0606;SPC NE       -   123,500.      545,110.      MT  (+/- 180 meters Scaled)
 LH0606
 LH0606                          SUPERSEDED SURVEY CONTROL
 LH0606
 LH0606  NGVD 29 (??/??/92)  717.289  (m)         2353.31   (f) ADJ UNCH    2 0
 LH0606
 LH0606.Superseded values are not recommended for survey control.
 LH0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0606.See file dsdata.txt to determine how the superseded data were derived.
 LH0606
 LH0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML609326(NAD 83)
 LH0606_MARKER: DB = BENCH MARK DISK
 LH0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0606_STAMPING: G 315 1950
 LH0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0606+STABILITY: SURFACE MOTION
 LH0606
 LH0606  HISTORY     - Date     Condition        Report By
 LH0606  HISTORY     - 1950     MONUMENTED       CGS
 LH0606  HISTORY     - 1961     MARK NOT FOUND   NGS
 LH0606
 LH0606                          STATION DESCRIPTION
 LH0606
 LH0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0606'3.9 MI W FROM MILLER.
 LH0606'3.9 MILES WEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0606'RAILROAD STATION AT MILLER, AT A ROAD INTERSECTION, 78 FEET SOUTH
 LH0606'OF THE CENTER LINE OF THE HIGHWAY, 34 FEET EAST OF THE CENTER
 LH0606'LINE OF A NORTH AND SOUTH ROAD, 1.5 FEET EAST OF A FENCE, 1.3
 LH0606'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LH0606'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0606
 LH0606                          STATION RECOVERY (1961)
 LH0606
 LH0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LH0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0826 ***********************************************************************
 ML0826  DESIGNATION -  G 316
 ML0826  PID         -  ML0826
 ML0826  STATE/COUNTY-  NE/DAWSON
 ML0826  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0826
 ML0826                         *CURRENT SURVEY CONTROL
 ML0826  ___________________________________________________________________
 ML0826* NAD 83(1986)-  41 00 23.     (N)    099 44 19.     (W)     SCALED    
 ML0826* NAVD 88     -       777.450  (meters)    2550.68   (feet)  ADJUSTED  
 ML0826  ___________________________________________________________________
 ML0826  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 ML0826  DYNAMIC HT  -         776.998 (meters)    2549.20  (feet)  COMP
 ML0826  MODELED GRAV-     980,017.1   (mgal)                       NAVD 88
 ML0826
 ML0826  VERT ORDER  -  SECOND    CLASS 0
 ML0826
 ML0826.The horizontal coordinates were scaled from a topographic map and have
 ML0826.an estimated accuracy of +/- 6 seconds.
 ML0826
 ML0826.The orthometric height was determined by differential leveling
 ML0826.and adjusted by the National Geodetic Survey in June 1991..
 ML0826
 ML0826.The geoid height was determined by GEOID03.
 ML0826
 ML0826.The dynamic height is computed by dividing the NAVD 88
 ML0826.geopotential number by the normal gravity value computed on the
 ML0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0826.degrees latitude (g = 980.6199 gals.).
 ML0826
 ML0826.The modeled gravity was interpolated from observed gravity values.
 ML0826
 ML0826;                    North         East    Units  Estimated Accuracy
 ML0826;SPC NE       -   130,270.      521,980.      MT  (+/- 180 meters Scaled)
 ML0826
 ML0826                          SUPERSEDED SURVEY CONTROL
 ML0826
 ML0826  NGVD 29 (??/??/92)  777.149  (m)         2549.70   (f) ADJ UNCH    2 0
 ML0826
 ML0826.Superseded values are not recommended for survey control.
 ML0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0826.See file dsdata.txt to determine how the superseded data were derived.
 ML0826
 ML0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML378397(NAD 83)
 ML0826_MARKER: DB = BENCH MARK DISK
 ML0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0826_STAMPING: G 316 1950
 ML0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0826+STABILITY: SURFACE MOTION
 ML0826
 ML0826  HISTORY     - Date     Condition        Report By
 ML0826  HISTORY     - 1950     MONUMENTED       CGS
 ML0826
 ML0826                          STATION DESCRIPTION
 ML0826
 ML0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0826'7.2 MI SW FROM EDDYVILLE.
 ML0826'0.5 MILE SOUTH ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 ML0826'AT EDDYVILLE, THENCE 2.5 MILES WEST ALONG A GRAVELED ROAD,
 ML0826'THENCE 0.2 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 4.05
 ML0826'MILES NORTHWEST ALONG A GRADED DIRT ROAD, AT THE WILLIAM KNISPEL
 ML0826'FARM HOME, 100 FEET EAST OF THE SOUTHEAST CORNER OF THE
 ML0826'FARMHOUSE, 95 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 ML0826'SOUTHWEST OF A FENCE, 1.4 FEET NORTHWEST OF A WITNESS POST,
 ML0826'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 ML0826'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0064 ***********************************************************************
 MM0064  DESIGNATION -  G 317
 MM0064  PID         -  MM0064
 MM0064  STATE/COUNTY-  NE/CUSTER
 MM0064  USGS QUAD   -  DAVENPORT TABLE (1972)
 MM0064
 MM0064                         *CURRENT SURVEY CONTROL
 MM0064  ___________________________________________________________________
 MM0064* NAD 83(1986)-  41 22 55.     (N)    100 04 34.     (W)     SCALED    
 MM0064* NAVD 88     -       824.436  (meters)    2704.84   (feet)  ADJUSTED  
 MM0064  ___________________________________________________________________
 MM0064  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 MM0064  DYNAMIC HT  -         823.985 (meters)    2703.36  (feet)  COMP
 MM0064  MODELED GRAV-     980,048.7   (mgal)                       NAVD 88
 MM0064
 MM0064  VERT ORDER  -  SECOND    CLASS 0
 MM0064
 MM0064.The horizontal coordinates were scaled from a topographic map and have
 MM0064.an estimated accuracy of +/- 6 seconds.
 MM0064
 MM0064.The orthometric height was determined by differential leveling
 MM0064.and adjusted by the National Geodetic Survey in June 1991..
 MM0064
 MM0064.The geoid height was determined by GEOID03.
 MM0064
 MM0064.The dynamic height is computed by dividing the NAVD 88
 MM0064.geopotential number by the normal gravity value computed on the
 MM0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0064.degrees latitude (g = 980.6199 gals.).
 MM0064
 MM0064.The modeled gravity was interpolated from observed gravity values.
 MM0064
 MM0064;                    North         East    Units  Estimated Accuracy
 MM0064;SPC NE       -   171,940.      493,640.      MT  (+/- 180 meters Scaled)
 MM0064
 MM0064                          SUPERSEDED SURVEY CONTROL
 MM0064
 MM0064  NGVD 29 (??/??/92)  824.182  (m)         2704.00   (f) ADJ UNCH    2 0
 MM0064
 MM0064.Superseded values are not recommended for survey control.
 MM0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0064.See file dsdata.txt to determine how the superseded data were derived.
 MM0064
 MM0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML100817(NAD 83)
 MM0064_MARKER: DB = BENCH MARK DISK
 MM0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0064_STAMPING: G 317 1950
 MM0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0064+STABILITY: SURFACE MOTION
 MM0064
 MM0064  HISTORY     - Date     Condition        Report By
 MM0064  HISTORY     - 1950     MONUMENTED       CGS
 MM0064  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0064
 MM0064                          STATION DESCRIPTION
 MM0064
 MM0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0064'8 MI SE FROM ARNOLD.
 MM0064'3.0 MILES EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92 FROM
 MM0064'THE UNION PACIFIC RAILROAD STATION AT ARNOLD, THENCE 0.8 MILE
 MM0064'SOUTH ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTHEAST ALONG A
 MM0064'GRAVELED ROAD, THENCE 1.15 MILES EAST ALONG A GRAVELED ROAD,
 MM0064'THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, 0.2 MILE WEST OF A
 MM0064'JUNCTION WITH A FARM ROAD LEADING SOUTH, 123 FEET SOUTHWEST OF THE
 MM0064'CENTER LINE OF THE GRAVELED ROAD, ON THE OUTSIDE OF A CURVE IN
 MM0064'THE ROAD, ON THE SOUTHEAST SLOPE OF A HILL, 20 FEET WEST OF A
 MM0064'NORTH AND SOUTH FENCE, 2 FEET SOUTH OF A FENCE LEADING WEST,
 MM0064'1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MM0064'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- HWY HAS BEEN
 MM0064'RELOCATED AND A NEW RD. BUILT.
 MM0064
 MM0064                          STATION RECOVERY (1972)
 MM0064
 MM0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0810 ***********************************************************************
 ML0810  DESIGNATION -  G 318
 ML0810  PID         -  ML0810
 ML0810  STATE/COUNTY-  NE/CUSTER
 ML0810  USGS QUAD   -  CALLAWAY NW (1951)
 ML0810
 ML0810                         *CURRENT SURVEY CONTROL
 ML0810  ___________________________________________________________________
 ML0810* NAD 83(1986)-  41 23 54.     (N)    099 54 59.     (W)     SCALED    
 ML0810* NAVD 88     -       823.042  (meters)    2700.26   (feet)  ADJUSTED  
 ML0810  ___________________________________________________________________
 ML0810  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 ML0810  DYNAMIC HT  -         822.595 (meters)    2698.80  (feet)  COMP
 ML0810  MODELED GRAV-     980,053.2   (mgal)                       NAVD 88
 ML0810
 ML0810  VERT ORDER  -  SECOND    CLASS 0
 ML0810
 ML0810.The horizontal coordinates were scaled from a topographic map and have
 ML0810.an estimated accuracy of +/- 6 seconds.
 ML0810
 ML0810.The orthometric height was determined by differential leveling
 ML0810.and adjusted by the National Geodetic Survey in June 1991..
 ML0810
 ML0810.The geoid height was determined by GEOID03.
 ML0810
 ML0810.The dynamic height is computed by dividing the NAVD 88
 ML0810.geopotential number by the normal gravity value computed on the
 ML0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0810.degrees latitude (g = 980.6199 gals.).
 ML0810
 ML0810.The modeled gravity was interpolated from observed gravity values.
 ML0810
 ML0810;                    North         East    Units  Estimated Accuracy
 ML0810;SPC NE       -   173,760.      506,990.      MT  (+/- 180 meters Scaled)
 ML0810
 ML0810                          SUPERSEDED SURVEY CONTROL
 ML0810
 ML0810  NGVD 29 (??/??/92)  822.794  (m)         2699.45   (f) ADJ UNCH    2 0
 ML0810
 ML0810.Superseded values are not recommended for survey control.
 ML0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0810.See file dsdata.txt to determine how the superseded data were derived.
 ML0810
 ML0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML233833(NAD 83)
 ML0810_MARKER: DB = BENCH MARK DISK
 ML0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0810_STAMPING: G 318 1950
 ML0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0810+STABILITY: SURFACE MOTION
 ML0810
 ML0810  HISTORY     - Date     Condition        Report By
 ML0810  HISTORY     - 1950     MONUMENTED       CGS
 ML0810
 ML0810                          STATION DESCRIPTION
 ML0810
 ML0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0810'8.6 MI NW FROM CALLAWAY.
 ML0810'0.3 MILE NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0810'UNION PACIFIC RAILWAY STATION AT CALLAWAY, THENCE 1.6 MILES
 ML0810'NORTH ALONG A GRAVELED ROAD, THENCE 3.7 MILES NORTH ALONG A
 ML0810'WINDING DIRT ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE
 ML0810'2.8 MILES NORTH ALONG A DIRT ROAD, AT A ROAD JUNCTION WITH A
 ML0810'DIRT ROAD LEADING NORTHEAST, ON THE CREST OF A SMALL KNOLL,
 ML0810'25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4.0 FEET NORTH OF
 ML0810'THE ROAD RIGHT OF WAY FENCE, 1.2 FEET SOUTH OF A REFERENCE POST,
 ML0810'AND SET IN THE TOP OF A 5 FOOT CONCRETE POST PROJECTING 0.4 FOOT
 ML0810'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0960 ***********************************************************************
 ML0960  DESIGNATION -  G 319
 ML0960  PID         -  ML0960
 ML0960  STATE/COUNTY-  NE/BLAINE
 ML0960  USGS QUAD   -  ALMERIA SW (1952)
 ML0960
 ML0960                         *CURRENT SURVEY CONTROL
 ML0960  ___________________________________________________________________
 ML0960* NAD 83(1986)-  41 45 22.     (N)    099 43 28.     (W)     SCALED    
 ML0960* NAVD 88     -       816.145  (meters)    2677.64   (feet)  ADJUSTED  
 ML0960  ___________________________________________________________________
 ML0960  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 ML0960  DYNAMIC HT  -         815.734 (meters)    2676.29  (feet)  COMP
 ML0960  MODELED GRAV-     980,091.7   (mgal)                       NAVD 88
 ML0960
 ML0960  VERT ORDER  -  SECOND    CLASS 0
 ML0960
 ML0960.The horizontal coordinates were scaled from a topographic map and have
 ML0960.an estimated accuracy of +/- 6 seconds.
 ML0960
 ML0960.The orthometric height was determined by differential leveling
 ML0960.and adjusted by the National Geodetic Survey in June 1991..
 ML0960
 ML0960.The geoid height was determined by GEOID03.
 ML0960
 ML0960.The dynamic height is computed by dividing the NAVD 88
 ML0960.geopotential number by the normal gravity value computed on the
 ML0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0960.degrees latitude (g = 980.6199 gals.).
 ML0960
 ML0960.The modeled gravity was interpolated from observed gravity values.
 ML0960
 ML0960;                    North         East    Units  Estimated Accuracy
 ML0960;SPC NE       -   213,510.      522,910.      MT  (+/- 180 meters Scaled)
 ML0960
 ML0960                          SUPERSEDED SURVEY CONTROL
 ML0960
 ML0960  NGVD 29 (??/??/92)  815.864  (m)         2676.71   (f) ADJ UNCH    2 0
 ML0960
 ML0960.Superseded values are not recommended for survey control.
 ML0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0960.See file dsdata.txt to determine how the superseded data were derived.
 ML0960
 ML0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM397229(NAD 83)
 ML0960_MARKER: DB = BENCH MARK DISK
 ML0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0960_STAMPING: G 319 1950
 ML0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0960+STABILITY: SURFACE MOTION
 ML0960
 ML0960  HISTORY     - Date     Condition        Report By
 ML0960  HISTORY     - 1950     MONUMENTED       CGS
 ML0960
 ML0960                          STATION DESCRIPTION
 ML0960
 ML0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0960'3 MI N FROM MILBURN.
 ML0960'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0960'MILBURN, THENCE 2.05 MILES NORTH ALONG A WINDING DIRT ROAD, 0.2
 ML0960'MILE SOUTH OF A RED BARN, 29 FEET EAST OF THE CENTER LINE OF THE
 ML0960'DIRT ROAD, 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GROVE
 ML0960'OF SMALL COTTONWOOD TREES, 2 FEET WEST OF A NORTH AND SOUTH
 ML0960'FENCE, IN LINE WITH A FENCE LEADING EAST, 1.7 FEET SOUTH OF A
 ML0960'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0960'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0267 ***********************************************************************
 MM0267  DESIGNATION -  G 32
 MM0267  PID         -  MM0267
 MM0267  STATE/COUNTY-  NE/GRANT
 MM0267  USGS QUAD   -  PRATT VALLEY (1985)
 MM0267
 MM0267                         *CURRENT SURVEY CONTROL
 MM0267  ___________________________________________________________________
 MM0267* NAD 83(1986)-  41 54 23.     (N)    101 44 46.     (W)     SCALED    
 MM0267* NAVD 88     -      1132.120  (meters)    3714.30   (feet)  ADJUSTED  
 MM0267  ___________________________________________________________________
 MM0267  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 MM0267  DYNAMIC HT  -        1131.485 (meters)    3712.21  (feet)  COMP
 MM0267  MODELED GRAV-     980,021.3   (mgal)                       NAVD 88
 MM0267
 MM0267  VERT ORDER  -  SECOND    CLASS 0
 MM0267
 MM0267.The horizontal coordinates were scaled from a topographic map and have
 MM0267.an estimated accuracy of +/- 6 seconds.
 MM0267
 MM0267.The orthometric height was determined by differential leveling
 MM0267.and adjusted by the National Geodetic Survey in June 1991..
 MM0267
 MM0267.The geoid height was determined by GEOID03.
 MM0267
 MM0267.The dynamic height is computed by dividing the NAVD 88
 MM0267.geopotential number by the normal gravity value computed on the
 MM0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0267.degrees latitude (g = 980.6199 gals.).
 MM0267
 MM0267.The modeled gravity was interpolated from observed gravity values.
 MM0267
 MM0267;                    North         East    Units  Estimated Accuracy
 MM0267;SPC NE       -   231,630.      355,180.      MT  (+/- 180 meters Scaled)
 MM0267
 MM0267                          SUPERSEDED SURVEY CONTROL
 MM0267
 MM0267  NGVD 29 (??/??/92) 1131.653  (m)         3712.76   (f) ADJ UNCH    2 0
 MM0267
 MM0267.Superseded values are not recommended for survey control.
 MM0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0267.See file dsdata.txt to determine how the superseded data were derived.
 MM0267
 MM0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM722430(NAD 83)
 MM0267_MARKER: DB = BENCH MARK DISK
 MM0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0267_STAMPING: G 32 1934
 MM0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0267+STABILITY: SURFACE MOTION
 MM0267
 MM0267  HISTORY     - Date     Condition        Report By
 MM0267  HISTORY     - 1934     MONUMENTED       CGS
 MM0267  HISTORY     - 1984     GOOD             USGS
 MM0267
 MM0267                          STATION DESCRIPTION
 MM0267
 MM0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0267'9.1 MI SE FROM HAYANNIS.
 MM0267'9.1 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0267'COUNTY, 200 YARDS SOUTHEAST OF A LARGE LAKE, AND 75 FEET SOUTH
 MM0267'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MM0267'G 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0267
 MM0267                          STATION RECOVERY (1984)
 MM0267
 MM0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0267'HYANNIS, ABOUT 6.4 MILES SOUTH AND ABOUT 0.5 MILES EAST OF T. 22 N.,
 MM0267'R. 38 W., ABOUT 750 FEET SOUTH OF THE CENTER OF SECTION 5, 31 FEET
 MM0267'NORTH NORTHWEST ALONG POWER LINE AND 198 FEET EAST NORTHEAST
 MM0267'PERPENDICLAR TO POWER LINE FROM CENTER OF DOUBLE WOODEN POWER POLES
 MM0267'NUMBERED 01422 AND 04123.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0841 ***********************************************************************
 LH0841  DESIGNATION -  G 320
 LH0841  PID         -  LH0841
 LH0841  STATE/COUNTY-  NE/DAWSON
 LH0841  USGS QUAD   -  BUFFALO (1962)
 LH0841
 LH0841                         *CURRENT SURVEY CONTROL
 LH0841  ___________________________________________________________________
 LH0841* NAD 83(1986)-  40 54 08.     (N)    099 50 45.     (W)     SCALED    
 LH0841* NAVD 88     -       759.913  (meters)    2493.15   (feet)  ADJUSTED  
 LH0841  ___________________________________________________________________
 LH0841  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 LH0841  DYNAMIC HT  -         759.471 (meters)    2491.70  (feet)  COMP
 LH0841  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 LH0841
 LH0841  VERT ORDER  -  SECOND    CLASS 0
 LH0841
 LH0841.The horizontal coordinates were scaled from a topographic map and have
 LH0841.an estimated accuracy of +/- 6 seconds.
 LH0841
 LH0841.The orthometric height was determined by differential leveling
 LH0841.and adjusted by the National Geodetic Survey in June 1991..
 LH0841
 LH0841.The geoid height was determined by GEOID03.
 LH0841
 LH0841.The dynamic height is computed by dividing the NAVD 88
 LH0841.geopotential number by the normal gravity value computed on the
 LH0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0841.degrees latitude (g = 980.6199 gals.).
 LH0841
 LH0841.The modeled gravity was interpolated from observed gravity values.
 LH0841
 LH0841;                    North         East    Units  Estimated Accuracy
 LH0841;SPC NE       -   118,690.      512,990.      MT  (+/- 180 meters Scaled)
 LH0841
 LH0841                          SUPERSEDED SURVEY CONTROL
 LH0841
 LH0841  NGVD 29 (??/??/92)  759.617  (m)         2492.18   (f) ADJ UNCH    2 0
 LH0841
 LH0841.Superseded values are not recommended for survey control.
 LH0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0841.See file dsdata.txt to determine how the superseded data were derived.
 LH0841
 LH0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML287282(NAD 83)
 LH0841_MARKER: DB = BENCH MARK DISK
 LH0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0841_STAMPING: G 320 1950
 LH0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0841+STABILITY: SURFACE MOTION
 LH0841
 LH0841  HISTORY     - Date     Condition        Report By
 LH0841  HISTORY     - 1950     MONUMENTED       CGS
 LH0841
 LH0841                          STATION DESCRIPTION
 LH0841
 LH0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0841'6.7 MI S FROM BUFFALO.
 LH0841'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LH0841'BUFFALO, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, THENCE
 LH0841'6.0 MILES SOUTH ALONG A GRAVELED ROAD, AT A CEMETERY, 235
 LH0841'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 31
 LH0841'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 11 FEET
 LH0841'EAST OF THE CENTER OF THE EAST GATE OF THE CEMETERY, 1.0 FOOT
 LH0841'SOUTH OF THE CEMETERY FENCE, SET IN THE TOP OF A CONCRETE POST
 LH0841'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0781 ***********************************************************************
 ML0781  CBN         -  This is a Cooperative Base Network Control Station.
 ML0781  DESIGNATION -  G 321
 ML0781  PID         -  ML0781
 ML0781  STATE/COUNTY-  NE/CUSTER
 ML0781  USGS QUAD   -  OCONTO (1974)
 ML0781
 ML0781                         *CURRENT SURVEY CONTROL
 ML0781  ___________________________________________________________________
 ML0781* NAD 83(1995)-  41 09 02.46131(N)    099 46 41.63061(W)     ADJUSTED  
 ML0781* NAVD 88     -       787.098  (meters)    2582.34   (feet)  ADJUSTED  
 ML0781  ___________________________________________________________________
 ML0781  X           -    -816,935.819 (meters)                     COMP
 ML0781  Y           -  -4,740,291.320 (meters)                     COMP
 ML0781  Z           -   4,175,541.012 (meters)                     COMP
 ML0781  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 ML0781  ELLIP HEIGHT-         764.05  (meters)          (09/24/01) GPS OBS
 ML0781  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 ML0781  DYNAMIC HT  -         786.660 (meters)    2580.90  (feet)  COMP
 ML0781  MODELED GRAV-     980,040.8   (mgal)                       NAVD 88
 ML0781
 ML0781  HORZ ORDER  -  B
 ML0781  VERT ORDER  -  SECOND    CLASS 0
 ML0781  ELLP ORDER  -  FOURTH    CLASS I
 ML0781
 ML0781.The horizontal coordinates were established by GPS observations
 ML0781.and adjusted by the National Geodetic Survey in June 1996..
 ML0781
 ML0781.The orthometric height was determined by differential leveling
 ML0781.and adjusted by the National Geodetic Survey in June 1991..
 ML0781
 ML0781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0781
 ML0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML0781
 ML0781.The ellipsoidal height was determined by GPS observations
 ML0781.and is referenced to NAD 83.
 ML0781
 ML0781.The geoid height was determined by GEOID03.
 ML0781
 ML0781.The dynamic height is computed by dividing the NAVD 88
 ML0781.geopotential number by the normal gravity value computed on the
 ML0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0781.degrees latitude (g = 980.6199 gals.).
 ML0781
 ML0781.The modeled gravity was interpolated from observed gravity values.
 ML0781
 ML0781;                    North         East     Units Scale Factor Converg.
 ML0781;SPC NE       -   146,283.777   518,610.020   MT  0.99967770   +0 08 49.1
 ML0781;UTM  14      - 4,555,776.442   434,698.616   MT  0.99965248   -0 30 43.7
 ML0781
 ML0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0781!SPC NE       -   0.99988017  x   0.99967770  =   0.99955791
 ML0781!UTM  14      -   0.99988017  x   0.99965248  =   0.99953269
 ML0781
 ML0781                          SUPERSEDED SURVEY CONTROL
 ML0781
 ML0781  ELLIP H (06/25/96)  764.11   (m)                       GP(       ) 1 1
 ML0781  NAD 83(1986)-  41 09 02.46779(N)    099 46 41.63418(W) AD(       ) 1
 ML0781  NAVD 88 (06/25/96)  787.10   (m)         2582.3    (f) LEVELING    3  
 ML0781  NGVD 29 (??/??/92)  786.822  (m)         2581.43   (f) ADJ UNCH    2 0
 ML0781
 ML0781.Superseded values are not recommended for survey control.
 ML0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0781.See file dsdata.txt to determine how the superseded data were derived.
 ML0781
 ML0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3469955776(NAD 83)
 ML0781_MARKER: DB = BENCH MARK DISK
 ML0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0781_SP_SET: CONCRETE POST
 ML0781_STAMPING: G 321 1950
 ML0781_MARK LOGO: CGS   
 ML0781_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0781+STABILITY: SURFACE MOTION
 ML0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0781+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1995
 ML0781
 ML0781  HISTORY     - Date     Condition        Report By
 ML0781  HISTORY     - 1950     MONUMENTED       CGS
 ML0781  HISTORY     - 1983     GOOD             LOCSUR
 ML0781  HISTORY     - 1985     GOOD             LOCSUR
 ML0781  HISTORY     - 19890518 GOOD             NGS
 ML0781  HISTORY     - 19950522 GOOD             NGS
 ML0781
 ML0781                          STATION DESCRIPTION
 ML0781
 ML0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0781'1 MI NW FROM OCONTO.
 ML0781'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0781'RAILROAD STATION AT OCONTO, 500 FEET NORTHWEST OF A SMALL BRIDGE,
 ML0781'39 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET
 ML0781'SOUTHWEST OF THE SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD,
 ML0781'13.6 FEET NORTH OF A TELEPHONE POLE, 5.4 FEET NORTHEAST OF A
 ML0781'FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 ML0781'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0781
 ML0781                          STATION RECOVERY (1983)
 ML0781
 ML0781'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ML0781'RECOVERED IN GOOD CONDITION.
 ML0781
 ML0781                          STATION RECOVERY (1985)
 ML0781
 ML0781'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 ML0781'NOTE: WITNESS POST PLACED AT MARK.
 ML0781
 ML0781                          STATION RECOVERY (1989)
 ML0781
 ML0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML0781'THE STATION IS LOCATED ABOUT 40.0 KM (24.85 MI) NORTH OF LEXINGTON, 34
 ML0781'KM (21.15 MI) SOUTH-SOUTHWEST OF BROKEN BOW, 1.6 KM (1.00 MI) WEST OF
 ML0781'OCONTO, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 40.  OWNERSHIP--NE DEPT
 ML0781'OF ROADS.
 ML0781'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 21 ON
 ML0781'THE SOUTH EDGE OF OCONTO, GO NORTHWEST ON STATE HIGHWAY 40 FOR 2.2 KM
 ML0781'(1.35 MI) TO THE STATION ON THE RIGHT, ABOUT 0.10 KM (0.05 MI)
 ML0781'SOUTHEAST OF A GRAVEL ROAD LEADING NORTH.
 ML0781'THE STATION MARK IS SET 17.0 M (55.8 FT) NORTHEAST OF THE HIGHWAY
 ML0781'CENTERLINE, 0.61 M (2.0 FT)  SOUTHEAST OF A 4 X 4 INCH POST, 0.15 M
 ML0781'(0.5 FT) WEST OF A CARSONITE WITNESS POST, ABOUT 0.9 M (3.0 FT) HIGHER
 ML0781'THAN THE HIGHWAY AND PROJECTS 3 CM ABOVE THE SURFACE.
 ML0781'DESCRIBED BY R.D.BALL.
 ML0781
 ML0781                          STATION RECOVERY (1995)
 ML0781
 ML0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0781'THE MARK IS LOCATED ABOUT 21.0 MI (33.8 KM) SOUTH-SOUTHWEST OF BROKEN
 ML0781'BOW, 1.0 MI (1.6 KM) WEST OF OCONTO, ON THE RIGHT-OF-WAY OF STATE
 ML0781'HIGHWAY 40 AND IN THE SW1/4, SEC30, T14N, R21W.  TO REACH THE MARK
 ML0781'FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 40 AT THE SOUTHEAST SIDE OF
 ML0781'OCONTO, GO NORTHWEST ON HIGHWAY 40 FOR 1.4 MI (2.3 KM) TO THE MARK ON
 ML0781'THE RIGHT, JUST BEFORE REACHING A SIDE ROAD ON THE RIGHT, WHICH LEADS
 ML0781'NORTH.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 ML0781'PROJECTS ABOUT 0.1 FT (3.0 CM) ABOVE THE GROUND.  IT IS 362.5 FT
 ML0781'(110.5 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 168.1
 ML0781'FT (51.2 M) NORTHWEST OF A BURIED CABLE JUNCTION BOX AND SUPPORT POLE,
 ML0781'56.0 FT (17.1 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.5 FT (0.8
 ML0781'M) WEST OF A CARSONITE WITNESS POST, 2.0 FT (0.6 M) SOUTHEAST OF A
 ML0781'WOODEN WITNESS POST AND IS ABOUT 3.0 FT (0.9 M) HIGHER THAN THE
 ML0781'HIGHWAY.  REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0533 ***********************************************************************
 LH0533  DESIGNATION -  G 322 RESET
 LH0533  PID         -  LH0533
 LH0533  STATE/COUNTY-  NE/BUFFALO
 LH0533  USGS QUAD   -  ELM CREEK EAST (1983)
 LH0533
 LH0533                         *CURRENT SURVEY CONTROL
 LH0533  ___________________________________________________________________
 LH0533* NAD 83(1986)-  40 42 44.     (N)    099 20 13.     (W)     SCALED    
 LH0533* NAVD 88     -       687.612  (meters)    2255.94   (feet)  ADJUSTED  
 LH0533  ___________________________________________________________________
 LH0533  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 LH0533  DYNAMIC HT  -         687.210 (meters)    2254.62  (feet)  COMP
 LH0533  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 LH0533
 LH0533  VERT ORDER  -  FIRST     CLASS II
 LH0533
 LH0533.The horizontal coordinates were scaled from a topographic map and have
 LH0533.an estimated accuracy of +/- 6 seconds.
 LH0533
 LH0533.The orthometric height was determined by differential leveling
 LH0533.and adjusted by the National Geodetic Survey in May 1993..
 LH0533
 LH0533.The geoid height was determined by GEOID03.
 LH0533
 LH0533.The dynamic height is computed by dividing the NAVD 88
 LH0533.geopotential number by the normal gravity value computed on the
 LH0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0533.degrees latitude (g = 980.6199 gals.).
 LH0533
 LH0533.The modeled gravity was interpolated from observed gravity values.
 LH0533
 LH0533;                    North         East    Units  Estimated Accuracy
 LH0533;SPC NE       -    97,800.      556,010.      MT  (+/- 180 meters Scaled)
 LH0533
 LH0533                          SUPERSEDED SURVEY CONTROL
 LH0533
 LH0533  NGVD 29 (02/14/92)  687.350  (m)         2255.08   (f) ADJUSTED    1 2
 LH0533
 LH0533.Superseded values are not recommended for survey control.
 LH0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0533.See file dsdata.txt to determine how the superseded data were derived.
 LH0533
 LH0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML715068(NAD 83)
 LH0533_MARKER: DV = VERTICAL CONTROL DISK
 LH0533_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0533_SP_SET: WINGWALL
 LH0533_STAMPING: G 322 RESET 1974
 LH0533_MARK LOGO: NGS   
 LH0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0533+STABILITY: SURFACE MOTION
 LH0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0533+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1991
 LH0533
 LH0533  HISTORY     - Date     Condition        Report By
 LH0533  HISTORY     - 1974     MONUMENTED       UPRR
 LH0533  HISTORY     - 1976     GOOD             NGS
 LH0533  HISTORY     - 19910920 GOOD             NGS
 LH0533
 LH0533                          STATION DESCRIPTION
 LH0533
 LH0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 LH0533'2.1 MI E FROM ELM CREEK.
 LH0533'ABOUT 2.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0533'THE STATION AT ELM CREEK, 4.5 FEET NORTH OF THE NORTH RAIL OF
 LH0533'THE NORTH TRACK, 1.5 FEET BELOW TOP OF THEIR RAILS, SET IN THE
 LH0533'TOP OF THE NORTHEAST WING WALL OF BRIDGE 202.57.  THIS MARK IS
 LH0533'1.1 MILES WEST OF BENCH MARK F 322.
 LH0533
 LH0533                          STATION RECOVERY (1991)
 LH0533
 LH0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0533'4.0 KM (2.50 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0533'U.S. HIGHWAY 183 IN ELM CREEK, IN TOP OF AND 2.3 M (7.5 FT)
 LH0533'SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST CONCRETE WINGWALL OF
 LH0533'A CULVERT UNDER THE UNION PACIFIC RAILROAD, 40.2 M (131.9 FT) SOUTH
 LH0533'OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) NORTH OF THE NEAR RAIL, AND
 LH0533'0.2 M (0.7 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0715 ***********************************************************************
 ML0715  DESIGNATION -  G 323 RESET
 ML0715  PID         -  ML0715
 ML0715  STATE/COUNTY-  NE/VALLEY
 ML0715  USGS QUAD   -  ARCADIA EAST (1978)
 ML0715
 ML0715                         *CURRENT SURVEY CONTROL
 ML0715  ___________________________________________________________________
 ML0715* NAD 83(1986)-  41 25 24.     (N)    099 06 12.     (W)     SCALED    
 ML0715* NAVD 88     -       659.67   (meters)    2164.3    (feet)  RESET     
 ML0715  ___________________________________________________________________
 ML0715  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 ML0715
 ML0715  VERT ORDER  -  THIRD
 ML0715
 ML0715.The horizontal coordinates were scaled from a topographic map and have
 ML0715.an estimated accuracy of +/- 6 seconds.
 ML0715
 ML0715.The orthometric height was computed from unverified reset data.
 ML0715
 ML0715.The geoid height was determined by GEOID03.
 ML0715
 ML0715;                    North         East    Units  Estimated Accuracy
 ML0715;SPC NE       -   176,920.      574,930.      MT  (+/- 180 meters Scaled)
 ML0715
 ML0715                          SUPERSEDED SURVEY CONTROL
 ML0715
 ML0715  NGVD 29 (??/??/??)  659.43   (m)         2163.5    (f) RESET       3  
 ML0715
 ML0715.Superseded values are not recommended for survey control.
 ML0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0715.See file dsdata.txt to determine how the superseded data were derived.
 ML0715
 ML0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML913857(NAD 83)
 ML0715_MARKER: DB = BENCH MARK DISK
 ML0715_SETTING: 0 = UNSPECIFIED SETTING
 ML0715_STAMPING: G 323 RESET 1958
 ML0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0715
 ML0715  HISTORY     - Date     Condition        Report By
 ML0715  HISTORY     - 1958     MONUMENTED       NEDR
 ML0715
 ML0715                          STATION DESCRIPTION
 ML0715
 ML0715'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 ML0715'1.2 MI E FROM ARCADIA.
 ML0715'1.2 MILES EAST FROM THE POST OFFICE AT ARCADIA, VALLEY COUNTY,
 ML0715'68 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 80, 0.7 FOOT
 ML0715'NORTH OF A FENCE, 1.2 FEET NORTH OF A GAS LINE, AND 97.7 FEET
 ML0715'WEST OF A POWER POLE.  A STANDARD DISK SET IN CONCRETE,
 ML0715'PROJECTING 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0926 ***********************************************************************
 ML0926  DESIGNATION -  G 324
 ML0926  PID         -  ML0926
 ML0926  STATE/COUNTY-  NE/BLAINE
 ML0926  USGS QUAD   -  BREWSTER SE (1978)
 ML0926
 ML0926                         *CURRENT SURVEY CONTROL
 ML0926  ___________________________________________________________________
 ML0926* NAD 83(1986)-  41 50 16.     (N)    099 49 47.     (W)     SCALED    
 ML0926* NAVD 88     -       800.564  (meters)    2626.52   (feet)  ADJUSTED  
 ML0926  ___________________________________________________________________
 ML0926  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 ML0926  DYNAMIC HT  -         800.171 (meters)    2625.23  (feet)  COMP
 ML0926  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 ML0926
 ML0926  VERT ORDER  -  SECOND    CLASS 0
 ML0926
 ML0926.The horizontal coordinates were scaled from a topographic map and have
 ML0926.an estimated accuracy of +/- 6 seconds.
 ML0926
 ML0926.The orthometric height was determined by differential leveling
 ML0926.and adjusted by the National Geodetic Survey in June 1991..
 ML0926
 ML0926.The geoid height was determined by GEOID03.
 ML0926
 ML0926.The dynamic height is computed by dividing the NAVD 88
 ML0926.geopotential number by the normal gravity value computed on the
 ML0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0926.degrees latitude (g = 980.6199 gals.).
 ML0926
 ML0926.The modeled gravity was interpolated from observed gravity values.
 ML0926
 ML0926;                    North         East    Units  Estimated Accuracy
 ML0926;SPC NE       -   222,560.      514,140.      MT  (+/- 180 meters Scaled)
 ML0926
 ML0926                          SUPERSEDED SURVEY CONTROL
 ML0926
 ML0926  NGVD 29 (??/??/92)  800.283  (m)         2625.60   (f) ADJ UNCH    2 0
 ML0926
 ML0926.Superseded values are not recommended for survey control.
 ML0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0926.See file dsdata.txt to determine how the superseded data were derived.
 ML0926
 ML0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM311320(NAD 83)
 ML0926_MARKER: DB = BENCH MARK DISK
 ML0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0926_STAMPING: G 324 1950
 ML0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0926+STABILITY: SURFACE MOTION
 ML0926
 ML0926  HISTORY     - Date     Condition        Report By
 ML0926  HISTORY     - 1950     MONUMENTED       CGS
 ML0926
 ML0926                          STATION DESCRIPTION
 ML0926
 ML0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0926'11.4 MI NW FROM MILBURN.
 ML0926'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0926'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD, THENCE
 ML0926'4.6 MILES NORTHWEST ALONG A WINDING SAND ROAD, 0.4 MILE SOUTH OF
 ML0926'A TURN IN THE ROAD, ON TOP OF AN EAST AND WEST RIDGE, 0.15 MILE
 ML0926'SOUTHEAST OF A WINDMILL, IN A GROVE OF COTTONWOOD TREES, 40 FEET
 ML0926'WEST OF THE CENTER LINE OF THE ROAD, 2.1 FEET SOUTHEAST OF A
 ML0926'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0926'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1439 ***********************************************************************
 MK1439  DESIGNATION -  G 325
 MK1439  PID         -  MK1439
 MK1439  STATE/COUNTY-  NE/POLK
 MK1439  USGS QUAD   -  CLARKS (1962)
 MK1439
 MK1439                         *CURRENT SURVEY CONTROL
 MK1439  ___________________________________________________________________
 MK1439* NAD 83(1986)-  41 08 00.     (N)    097 47 25.     (W)     SCALED    
 MK1439* NAVD 88     -       539.254  (meters)    1769.20   (feet)  ADJUSTED  
 MK1439  ___________________________________________________________________
 MK1439  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 MK1439  DYNAMIC HT  -         538.983 (meters)    1768.31  (feet)  COMP
 MK1439  MODELED GRAV-     980,105.6   (mgal)                       NAVD 88
 MK1439
 MK1439  VERT ORDER  -  SECOND    CLASS 0
 MK1439
 MK1439.The horizontal coordinates were scaled from a topographic map and have
 MK1439.an estimated accuracy of +/- 6 seconds.
 MK1439
 MK1439.The orthometric height was determined by differential leveling
 MK1439.and adjusted by the National Geodetic Survey in June 1991..
 MK1439
 MK1439.The geoid height was determined by GEOID03.
 MK1439
 MK1439.The dynamic height is computed by dividing the NAVD 88
 MK1439.geopotential number by the normal gravity value computed on the
 MK1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1439.degrees latitude (g = 980.6199 gals.).
 MK1439
 MK1439.The modeled gravity was interpolated from observed gravity values.
 MK1439
 MK1439;                    North         East    Units  Estimated Accuracy
 MK1439;SPC NE       -   146,700.      685,460.      MT  (+/- 180 meters Scaled)
 MK1439
 MK1439                          SUPERSEDED SURVEY CONTROL
 MK1439
 MK1439  NGVD 29 (??/??/92)  539.036  (m)         1768.49   (f) ADJ UNCH    2 0
 MK1439
 MK1439.Superseded values are not recommended for survey control.
 MK1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1439.See file dsdata.txt to determine how the superseded data were derived.
 MK1439
 MK1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL015542(NAD 83)
 MK1439_MARKER: DB = BENCH MARK DISK
 MK1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1439_STAMPING: G 325 1950
 MK1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1439+STABILITY: SURFACE MOTION
 MK1439
 MK1439  HISTORY     - Date     Condition        Report By
 MK1439  HISTORY     - 1950     MONUMENTED       CGS
 MK1439
 MK1439                          STATION DESCRIPTION
 MK1439
 MK1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1439'4 MI N FROM POLK.
 MK1439'0.25 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1439'AT POLK, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD, AT A ROAD
 MK1439'INTERSECTION, 35 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 MK1439'WEST ROAD, 40 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1439'ROAD, 7 FEET NORTHWEST OF A TELEPHONE POLE, 3 FEET SOUTHEAST OF
 MK1439'A FENCE CORNER, 1.8 FEET EAST OF A FENCE, 2.1 FEET SOUTHEAST
 MK1439'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1439'PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0 MILE EAST
 MK1439'OF BENCH MARK E 325.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1503 ***********************************************************************
 MK1503  DESIGNATION -  G 326
 MK1503  PID         -  MK1503
 MK1503  STATE/COUNTY-  NE/POLK
 MK1503  USGS QUAD   -  OSCEOLA (1965)
 MK1503
 MK1503                         *CURRENT SURVEY CONTROL
 MK1503  ___________________________________________________________________
 MK1503* NAD 83(1986)-  41 09 46.     (N)    097 33 37.     (W)     SCALED    
 MK1503* NAVD 88     -       510.921  (meters)    1676.25   (feet)  ADJUSTED  
 MK1503  ___________________________________________________________________
 MK1503  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 MK1503  DYNAMIC HT  -         510.670 (meters)    1675.42  (feet)  COMP
 MK1503  MODELED GRAV-     980,118.1   (mgal)                       NAVD 88
 MK1503
 MK1503  VERT ORDER  -  SECOND    CLASS 0
 MK1503
 MK1503.The horizontal coordinates were scaled from a topographic map and have
 MK1503.an estimated accuracy of +/- 6 seconds.
 MK1503
 MK1503.The orthometric height was determined by differential leveling
 MK1503.and adjusted by the National Geodetic Survey in June 1991..
 MK1503
 MK1503.The geoid height was determined by GEOID03.
 MK1503
 MK1503.The dynamic height is computed by dividing the NAVD 88
 MK1503.geopotential number by the normal gravity value computed on the
 MK1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1503.degrees latitude (g = 980.6199 gals.).
 MK1503
 MK1503.The modeled gravity was interpolated from observed gravity values.
 MK1503
 MK1503;                    North         East    Units  Estimated Accuracy
 MK1503;SPC NE       -   150,490.      704,670.      MT  (+/- 180 meters Scaled)
 MK1503
 MK1503                          SUPERSEDED SURVEY CONTROL
 MK1503
 MK1503  NGVD 29 (??/??/92)  510.718  (m)         1675.58   (f) ADJ UNCH    2 0
 MK1503
 MK1503.Superseded values are not recommended for survey control.
 MK1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1503.See file dsdata.txt to determine how the superseded data were derived.
 MK1503
 MK1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL207578(NAD 83)
 MK1503_MARKER: DB = BENCH MARK DISK
 MK1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1503_STAMPING: G 326 1950
 MK1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1503+STABILITY: SURFACE MOTION
 MK1503
 MK1503  HISTORY     - Date     Condition        Report By
 MK1503  HISTORY     - 1950     MONUMENTED       CGS
 MK1503
 MK1503                          STATION DESCRIPTION
 MK1503
 MK1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1503'1.7 MI SW FROM OSECOLA.
 MK1503'0.7 MILE WEST ALONG U.S. HIGHWAY 30 A (CITY ROUTE) FROM THE
 MK1503'HIGH SCHOOL AT OSCEOLA, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 MK1503'ROAD, AT A ROAD INTERSECTION, AT THE SOUTHEAST CORNER OF A GARDEN,
 MK1503'86 FEET EAST OF A FENCE CORNER, 49 FEET WEST OF THE CENTER LINE
 MK1503'OF A NORTH AND SOUTH ROAD, 32 FEET NORTH OF THE CENTER LINE
 MK1503'OF AN EAST AND WEST ROAD, 13 FEET WEST OF A POWER POLE, 1.1
 MK1503'FEET SOUTH OF A FENCE, 1.9 FEET EAST OF A WITNESS POST,
 MK1503'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MK1503'ABOVE THE GROUND.  THIS MARK IS 1.0 MILE NORTH OF BENCH MARK
 MK1503'F 326.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0509 ***********************************************************************
 ML0509  DESIGNATION -  G 328
 ML0509  PID         -  ML0509
 ML0509  STATE/COUNTY-  NE/VALLEY
 ML0509  USGS QUAD   -  ORD (1985)
 ML0509
 ML0509                         *CURRENT SURVEY CONTROL
 ML0509  ___________________________________________________________________
 ML0509* NAD 83(1986)-  41 36 25.     (N)    098 56 37.     (W)     SCALED    
 ML0509* NAVD 88     -       624.534  (meters)    2048.99   (feet)  ADJUSTED  
 ML0509  ___________________________________________________________________
 ML0509  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 ML0509  DYNAMIC HT  -         624.230 (meters)    2047.99  (feet)  COMP
 ML0509  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 ML0509
 ML0509  VERT ORDER  -  SECOND    CLASS 0
 ML0509
 ML0509.The horizontal coordinates were scaled from a topographic map and have
 ML0509.an estimated accuracy of +/- 6 seconds.
 ML0509
 ML0509.The orthometric height was determined by differential leveling
 ML0509.and adjusted by the National Geodetic Survey in June 1991..
 ML0509
 ML0509.The geoid height was determined by GEOID03.
 ML0509
 ML0509.The dynamic height is computed by dividing the NAVD 88
 ML0509.geopotential number by the normal gravity value computed on the
 ML0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0509.degrees latitude (g = 980.6199 gals.).
 ML0509
 ML0509.The modeled gravity was interpolated from observed gravity values.
 ML0509
 ML0509;                    North         East    Units  Estimated Accuracy
 ML0509;SPC NE       -   197,450.      588,030.      MT  (+/- 180 meters Scaled)
 ML0509
 ML0509                          SUPERSEDED SURVEY CONTROL
 ML0509
 ML0509  NGVD 29 (??/??/92)  624.281  (m)         2048.16   (f) ADJ UNCH    2 0
 ML0509
 ML0509.Superseded values are not recommended for survey control.
 ML0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0509.See file dsdata.txt to determine how the superseded data were derived.
 ML0509
 ML0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM046061(NAD 83)
 ML0509_MARKER: DB = BENCH MARK DISK
 ML0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0509_STAMPING: G 328 1950
 ML0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0509+STABILITY: SURFACE MOTION
 ML0509
 ML0509  HISTORY     - Date     Condition        Report By
 ML0509  HISTORY     - 1950     MONUMENTED       CGS
 ML0509  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0509
 ML0509                          STATION DESCRIPTION
 ML0509
 ML0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0509'0.9 MI NW FROM ORD.
 ML0509'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 ML0509'AT ORD, 105 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD LEADING
 ML0509'SOUTHEAST, 44 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 ML0509'97 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, 1.2
 ML0509'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0509'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0509
 ML0509                          STATION RECOVERY (1985)
 ML0509
 ML0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0501 ***********************************************************************
 ML0501  DESIGNATION -  G 329 RESET
 ML0501  PID         -  ML0501
 ML0501  STATE/COUNTY-  NE/VALLEY
 ML0501  USGS QUAD   -  ORD (1985)
 ML0501
 ML0501                         *CURRENT SURVEY CONTROL
 ML0501  ___________________________________________________________________
 ML0501* NAD 83(1986)-  41 31 56.     (N)    098 58 53.     (W)     SCALED    
 ML0501* NAVD 88     -       655.36   (meters)    2150.1    (feet)  RESET     
 ML0501  ___________________________________________________________________
 ML0501  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 ML0501
 ML0501  VERT ORDER  -  THIRD
 ML0501
 ML0501.The horizontal coordinates were scaled from a topographic map and have
 ML0501.an estimated accuracy of +/- 6 seconds.
 ML0501
 ML0501.The orthometric height was computed from unverified reset data.
 ML0501
 ML0501.The geoid height was determined by GEOID03.
 ML0501
 ML0501;                    North         East    Units  Estimated Accuracy
 ML0501;SPC NE       -   189,120.      584,980.      MT  (+/- 180 meters Scaled)
 ML0501
 ML0501                          SUPERSEDED SURVEY CONTROL
 ML0501
 ML0501  NGVD 29 (??/??/??)  655.11   (m)         2149.3    (f) RESET       3  
 ML0501
 ML0501.Superseded values are not recommended for survey control.
 ML0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0501.See file dsdata.txt to determine how the superseded data were derived.
 ML0501
 ML0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL015978(NAD 83)
 ML0501_MARKER: DB = BENCH MARK DISK
 ML0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0501_STAMPING: G 329 RESET 1960
 ML0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0501+STABILITY: SURFACE MOTION
 ML0501
 ML0501  HISTORY     - Date     Condition        Report By
 ML0501  HISTORY     - 1960     MONUMENTED       NEDR
 ML0501
 ML0501                          STATION DESCRIPTION
 ML0501
 ML0501'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 ML0501'7 MI SW FROM ORD.
 ML0501'THIS MARK IS LOCATED 7.0 MILES SOUTHWEST ALONG STATE HIGHWAY
 ML0501'58 FROM THE POST OFFICE AT ORD, 250 FEET SOUTHEAST OF AND ACROSS
 ML0501'THE ROAD FROM A FARMHOUSE, 51 FEET EAST OF THE CENTERLINE OF
 ML0501'HIGHWAY 70, 1 FOOT WEST OF A FENCE, 1.5 FEET EAST OF A WITNESS
 ML0501'POST AND SET IN A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 ML0501'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LK0080 ***********************************************************************
 LK0080  DESIGNATION -  G 33
 LK0080  PID         -  LK0080
 LK0080  STATE/COUNTY-  NE/DUNDY
 LK0080  USGS QUAD   -  LAIRD (1984)
 LK0080
 LK0080                         *CURRENT SURVEY CONTROL
 LK0080  ___________________________________________________________________
 LK0080* NAD 83(1986)-  40 03 19.     (N)    102 01 09.     (W)     SCALED    
 LK0080* NAVD 88     -      1016.059  (meters)    3333.52   (feet)  ADJUSTED  
 LK0080  ___________________________________________________________________
 LK0080  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 LK0080  DYNAMIC HT  -        1015.309 (meters)    3331.06  (feet)  COMP
 LK0080  MODELED GRAV-     979,852.9   (mgal)                       NAVD 88
 LK0080
 LK0080  VERT ORDER  -  FIRST     CLASS II
 LK0080
 LK0080.The horizontal coordinates were scaled from a topographic map and have
 LK0080.an estimated accuracy of +/- 6 seconds.
 LK0080
 LK0080.The orthometric height was determined by differential leveling
 LK0080.and adjusted by the National Geodetic Survey in June 1991..
 LK0080
 LK0080.The geoid height was determined by GEOID03.
 LK0080
 LK0080.The dynamic height is computed by dividing the NAVD 88
 LK0080.geopotential number by the normal gravity value computed on the
 LK0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0080.degrees latitude (g = 980.6199 gals.).
 LK0080
 LK0080.The modeled gravity was interpolated from observed gravity values.
 LK0080
 LK0080;                    North         East    Units  Estimated Accuracy
 LK0080;SPC NE       -    26,660.      327,740.      MT  (+/- 180 meters Scaled)
 LK0080
 LK0080                          SUPERSEDED SURVEY CONTROL
 LK0080
 LK0080  NGVD 29 (??/??/92) 1015.607  (m)         3332.04   (f) ADJ UNCH    1 2
 LK0080
 LK0080.Superseded values are not recommended for survey control.
 LK0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0080.See file dsdata.txt to determine how the superseded data were derived.
 LK0080
 LK0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE542381(NAD 83)
 LK0080_MARKER: DB = BENCH MARK DISK
 LK0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0080_STAMPING: 3332.037 G 33 1933
 LK0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0080+STABILITY: SURFACE MOTION
 LK0080
 LK0080  HISTORY     - Date     Condition        Report By
 LK0080  HISTORY     - 1933     MONUMENTED       CGS
 LK0080  HISTORY     - 1943     MARK NOT FOUND   NGS
 LK0080
 LK0080                          STATION DESCRIPTION
 LK0080
 LK0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LK0080'AT SANBORN.
 LK0080'AT SANBORN, DUNDY COUNTY, 88 YARDS WEST OF THE CHICAGO, BURLINGTON
 LK0080'AND QUINCY RAILROAD STATION SIGN, 125 FEET EAST OF A ROAD CROSSING,
 LK0080'56 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 34, 36.6 FEET SOUTH
 LK0080'OF THE SOUTH RAIL OF THE MAIN TRACK, 36.5 FEET SOUTHWEST OF A
 LK0080'CONCRETE WHISTLE POST, 17.5 FEET EAST OF A POLE, AND IN LINE WITH
 LK0080'THE ROW OF POLES.  A STANDARD DISK, STAMPED 3332.037 G 33 1933
 LK0080'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LK0080'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0897 ***********************************************************************
 MK0897  DESIGNATION -  G 330
 MK0897  PID         -  MK0897
 MK0897  STATE/COUNTY-  NE/BUTLER
 MK0897  USGS QUAD   -  ROGERS (1968)
 MK0897
 MK0897                         *CURRENT SURVEY CONTROL
 MK0897  ___________________________________________________________________
 MK0897* NAD 83(1986)-  41 25 22.     (N)    096 54 55.     (W)     SCALED    
 MK0897* NAVD 88     -       400.149  (meters)    1312.82   (feet)  ADJUSTED  
 MK0897  ___________________________________________________________________
 MK0897  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 MK0897  DYNAMIC HT  -         399.976 (meters)    1312.25  (feet)  COMP
 MK0897  MODELED GRAV-     980,178.9   (mgal)                       NAVD 88
 MK0897
 MK0897  VERT ORDER  -  SECOND    CLASS 0
 MK0897
 MK0897.The horizontal coordinates were scaled from a topographic map and have
 MK0897.an estimated accuracy of +/- 6 seconds.
 MK0897
 MK0897.The orthometric height was determined by differential leveling
 MK0897.and adjusted by the National Geodetic Survey in June 1991..
 MK0897
 MK0897.The geoid height was determined by GEOID03.
 MK0897
 MK0897.The dynamic height is computed by dividing the NAVD 88
 MK0897.geopotential number by the normal gravity value computed on the
 MK0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0897.degrees latitude (g = 980.6199 gals.).
 MK0897
 MK0897.The modeled gravity was interpolated from observed gravity values.
 MK0897
 MK0897;                    North         East    Units  Estimated Accuracy
 MK0897;SPC NE       -   181,070.      757,730.      MT  (+/- 180 meters Scaled)
 MK0897
 MK0897                          SUPERSEDED SURVEY CONTROL
 MK0897
 MK0897  NGVD 29 (??/??/92)  399.990  (m)         1312.30   (f) ADJ UNCH    2 0
 MK0897
 MK0897.Superseded values are not recommended for survey control.
 MK0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0897.See file dsdata.txt to determine how the superseded data were derived.
 MK0897
 MK0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL742877(NAD 83)
 MK0897_MARKER: DB = BENCH MARK DISK
 MK0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0897_STAMPING: G 330 1950
 MK0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0897+STABILITY: SURFACE MOTION
 MK0897
 MK0897  HISTORY     - Date     Condition        Report By
 MK0897  HISTORY     - 1950     MONUMENTED       CGS
 MK0897
 MK0897                          STATION DESCRIPTION
 MK0897
 MK0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0897'1.5 MI NE FROM LINWOOD.
 MK0897'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LINWOOD,
 MK0897'THENCE 0.4 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 MK0897'NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A
 MK0897'GRAVELED ROAD, 34 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MK0897'14 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 MK0897'TO A FARMHOUSE, 35 FEET WEST OF A 20 INCH ASH TREE, 2 FEET
 MK0897'SOUTHEAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 2 FEET
 MK0897'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0897'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1337 ***********************************************************************
 MK1337  DESIGNATION -  G 331
 MK1337  PID         -  MK1337
 MK1337  STATE/COUNTY-  NE/BUTLER
 MK1337  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1337
 MK1337                         *CURRENT SURVEY CONTROL
 MK1337  ___________________________________________________________________
 MK1337* NAD 83(1986)-  41 21 09.     (N)    097 11 45.     (W)     SCALED    
 MK1337* NAVD 88     -       434.731  (meters)    1426.28   (feet)  ADJUSTED  
 MK1337  ___________________________________________________________________
 MK1337  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 MK1337  DYNAMIC HT  -         434.536 (meters)    1425.64  (feet)  COMP
 MK1337  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 MK1337
 MK1337  VERT ORDER  -  SECOND    CLASS 0
 MK1337
 MK1337.The horizontal coordinates were scaled from a topographic map and have
 MK1337.an estimated accuracy of +/- 6 seconds.
 MK1337
 MK1337.The orthometric height was determined by differential leveling
 MK1337.and adjusted by the National Geodetic Survey in June 1991..
 MK1337
 MK1337.The geoid height was determined by GEOID03.
 MK1337
 MK1337.The dynamic height is computed by dividing the NAVD 88
 MK1337.geopotential number by the normal gravity value computed on the
 MK1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1337.degrees latitude (g = 980.6199 gals.).
 MK1337
 MK1337.The modeled gravity was interpolated from observed gravity values.
 MK1337
 MK1337;                    North         East    Units  Estimated Accuracy
 MK1337;SPC NE       -   172,470.      734,550.      MT  (+/- 180 meters Scaled)
 MK1337
 MK1337                          SUPERSEDED SURVEY CONTROL
 MK1337
 MK1337  NGVD 29 (??/??/92)  434.558  (m)         1425.71   (f) ADJ UNCH    2 0
 MK1337
 MK1337.Superseded values are not recommended for survey control.
 MK1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1337.See file dsdata.txt to determine how the superseded data were derived.
 MK1337
 MK1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL509794(NAD 83)
 MK1337_MARKER: DB = BENCH MARK DISK
 MK1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1337_STAMPING: G 331 1950
 MK1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1337+STABILITY: SURFACE MOTION
 MK1337
 MK1337  HISTORY     - Date     Condition        Report By
 MK1337  HISTORY     - 1950     MONUMENTED       CGS
 MK1337  HISTORY     - 1967     MARK NOT FOUND   USGS
 MK1337
 MK1337                          STATION DESCRIPTION
 MK1337
 MK1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1337'2.8 MI NE FROM BELLWOOD.
 MK1337'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO, BURLINGTON
 MK1337'AND QUINCY RAILROAD STATION AT BELLWOOD, THENCE 0.7 MILE NORTH
 MK1337'ALONG A GRAVELED ROAD, THENCE 2.0 MILES EAST ALONG A GRAVELED
 MK1337'ROAD, 60 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE
 MK1337'OVER DEER CREEK, 50 FEET NORTH OF THE CENTER LINE OF AN EAST
 MK1337'AND WEST ROAD, 38 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MK1337'SOUTH ROAD, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 MK1337'A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 MK1337
 MK1337                          STATION RECOVERY (1967)
 MK1337
 MK1337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MK1337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0188 ***********************************************************************
 ML0188  DESIGNATION -  G 332
 ML0188  PID         -  ML0188
 ML0188  STATE/COUNTY-  NE/MERRICK
 ML0188  USGS QUAD   -  PALMER (1961)
 ML0188
 ML0188                         *CURRENT SURVEY CONTROL
 ML0188  ___________________________________________________________________
 ML0188* NAD 83(1986)-  41 13 58.     (N)    098 16 31.     (W)     SCALED    
 ML0188* NAVD 88     -       537.306  (meters)    1762.81   (feet)  ADJUSTED  
 ML0188  ___________________________________________________________________
 ML0188  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 ML0188  DYNAMIC HT  -         537.042 (meters)    1761.95  (feet)  COMP
 ML0188  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 ML0188
 ML0188  VERT ORDER  -  SECOND    CLASS 0
 ML0188
 ML0188.The horizontal coordinates were scaled from a topographic map and have
 ML0188.an estimated accuracy of +/- 6 seconds.
 ML0188
 ML0188.The orthometric height was determined by differential leveling
 ML0188.and adjusted by the National Geodetic Survey in June 1991..
 ML0188
 ML0188.The geoid height was determined by GEOID03.
 ML0188
 ML0188.The dynamic height is computed by dividing the NAVD 88
 ML0188.geopotential number by the normal gravity value computed on the
 ML0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0188.degrees latitude (g = 980.6199 gals.).
 ML0188
 ML0188.The modeled gravity was interpolated from observed gravity values.
 ML0188
 ML0188;                    North         East    Units  Estimated Accuracy
 ML0188;SPC NE       -   156,820.      644,540.      MT  (+/- 180 meters Scaled)
 ML0188
 ML0188                          SUPERSEDED SURVEY CONTROL
 ML0188
 ML0188  NGVD 29 (??/??/92)  537.072  (m)         1762.04   (f) ADJ UNCH    2 0
 ML0188
 ML0188.Superseded values are not recommended for survey control.
 ML0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0188.See file dsdata.txt to determine how the superseded data were derived.
 ML0188
 ML0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL607648(NAD 83)
 ML0188_MARKER: DB = BENCH MARK DISK
 ML0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0188_STAMPING: G 332 1950
 ML0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0188+STABILITY: SURFACE MOTION
 ML0188
 ML0188  HISTORY     - Date     Condition        Report By
 ML0188  HISTORY     - 1950     MONUMENTED       CGS
 ML0188
 ML0188                          STATION DESCRIPTION
 ML0188
 ML0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0188'1.1 MI NW FROM PALMER.
 ML0188'1.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0188'RAILROAD FROM THE STATION AT PALMER, 316 FEET EAST OF A LARGE
 ML0188'FORKED WILLOW TREE, 114 FEET NORTHEAST OF THE NORTHEAST RAIL,
 ML0188'99 FEET NORTHEAST OF A FENCE, 4 FEET WEST OF A FENCE CORNER,
 ML0188'2.4 FEET SOUTHWEST OF A FENCE LEADING NORTHWEST, 1 FOOT NORTHWEST
 ML0188'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0188'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1365 ***********************************************************************
 MK1365  DESIGNATION -  G 333
 MK1365  PID         -  MK1365
 MK1365  STATE/COUNTY-  NE/MERRICK
 MK1365  USGS QUAD   -  POLK NW (1962)
 MK1365
 MK1365                         *CURRENT SURVEY CONTROL
 MK1365  ___________________________________________________________________
 MK1365* NAD 83(1986)-  41 10 18.     (N)    097 57 31.     (W)     SCALED    
 MK1365* NAVD 88     -       508.726  (meters)    1669.05   (feet)  ADJUSTED  
 MK1365  ___________________________________________________________________
 MK1365  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 MK1365  DYNAMIC HT  -         508.479 (meters)    1668.23  (feet)  COMP
 MK1365  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 MK1365
 MK1365  VERT ORDER  -  FIRST     CLASS II
 MK1365
 MK1365.The horizontal coordinates were scaled from a topographic map and have
 MK1365.an estimated accuracy of +/- 6 seconds.
 MK1365
 MK1365.The orthometric height was determined by differential leveling
 MK1365.and adjusted by the National Geodetic Survey in June 1991..
 MK1365
 MK1365.The geoid height was determined by GEOID03.
 MK1365
 MK1365.The dynamic height is computed by dividing the NAVD 88
 MK1365.geopotential number by the normal gravity value computed on the
 MK1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1365.degrees latitude (g = 980.6199 gals.).
 MK1365
 MK1365.The modeled gravity was interpolated from observed gravity values.
 MK1365
 MK1365;                    North         East    Units  Estimated Accuracy
 MK1365;SPC NE       -   150,610.      671,240.      MT  (+/- 180 meters Scaled)
 MK1365
 MK1365                          SUPERSEDED SURVEY CONTROL
 MK1365
 MK1365  NGVD 29 (??/??/92)  508.512  (m)         1668.34   (f) ADJ UNCH    1 2
 MK1365
 MK1365.Superseded values are not recommended for survey control.
 MK1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1365.See file dsdata.txt to determine how the superseded data were derived.
 MK1365
 MK1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL873583(NAD 83)
 MK1365_MARKER: DB = BENCH MARK DISK
 MK1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1365_STAMPING: G 333 1950
 MK1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1365+STABILITY: SURFACE MOTION
 MK1365
 MK1365  HISTORY     - Date     Condition        Report By
 MK1365  HISTORY     - 1950     MONUMENTED       CGS
 MK1365
 MK1365                          STATION DESCRIPTION
 MK1365
 MK1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1365'5.2 MI NE FROM CENTRAL CITY.
 MK1365'2.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1365'STATION AT CENTRAL CITY, THENCE 2.2 MILES NORTH ALONG A GRADED
 MK1365'DIRT ROAD, THENCE 0.3 MILE EAST THROUGH A FARMYARD, AT THE SILVER
 MK1365'T AIRPORT, 50 FEET NORTH OF THE NORTHWEST CORNER OF THE NORTH
 MK1365'HANGAR, 22 FEET SOUTH OF AN EAST AND WEST FENCE, 6 FEET SOUTH
 MK1365'OF A GATE POST, 1.2 FEET EAST OF A NORTH AND SOUTH FENCE, 1 FOOT
 MK1365'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1365'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0171 ***********************************************************************
 LH0171  DESIGNATION -  G 334
 LH0171  PID         -  LH0171
 LH0171  STATE/COUNTY-  NE/HAMILTON
 LH0171  USGS QUAD   -  PHILLIPS (1962)
 LH0171
 LH0171                         *CURRENT SURVEY CONTROL
 LH0171  ___________________________________________________________________
 LH0171* NAD 83(1986)-  40 58 23.     (N)    098 07 57.     (W)     SCALED    
 LH0171* NAVD 88     -       564.148  (meters)    1850.88   (feet)  ADJUSTED  
 LH0171  ___________________________________________________________________
 LH0171  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 LH0171  DYNAMIC HT  -         563.857 (meters)    1849.92  (feet)  COMP
 LH0171  MODELED GRAV-     980,089.3   (mgal)                       NAVD 88
 LH0171
 LH0171  VERT ORDER  -  SECOND    CLASS 0
 LH0171
 LH0171.The horizontal coordinates were scaled from a topographic map and have
 LH0171.an estimated accuracy of +/- 6 seconds.
 LH0171
 LH0171.The orthometric height was determined by differential leveling
 LH0171.and adjusted by the National Geodetic Survey in June 1991..
 LH0171
 LH0171.The geoid height was determined by GEOID03.
 LH0171
 LH0171.The dynamic height is computed by dividing the NAVD 88
 LH0171.geopotential number by the normal gravity value computed on the
 LH0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0171.degrees latitude (g = 980.6199 gals.).
 LH0171
 LH0171.The modeled gravity was interpolated from observed gravity values.
 LH0171
 LH0171;                    North         East    Units  Estimated Accuracy
 LH0171;SPC NE       -   128,240.      657,130.      MT  (+/- 180 meters Scaled)
 LH0171
 LH0171                          SUPERSEDED SURVEY CONTROL
 LH0171
 LH0171  NGVD 29 (??/??/92)  563.914  (m)         1850.11   (f) ADJ UNCH    2 0
 LH0171
 LH0171.Superseded values are not recommended for survey control.
 LH0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0171.See file dsdata.txt to determine how the superseded data were derived.
 LH0171
 LH0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL729361(NAD 83)
 LH0171_MARKER: DB = BENCH MARK DISK
 LH0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0171_STAMPING: G 334 1950
 LH0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0171+STABILITY: SURFACE MOTION
 LH0171
 LH0171  HISTORY     - Date     Condition        Report By
 LH0171  HISTORY     - 1950     MONUMENTED       CGS
 LH0171
 LH0171                          STATION DESCRIPTION
 LH0171
 LH0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0171'5.2 MI SE FROM CHAPMAN.
 LH0171'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0171'RAILROAD STATION AT CHAPMAN, THENCE 3.3 MILES SOUTH ALONG A
 LH0171'GRAVELED ROAD, THENCE 0.45 MILE NORTHEAST ALONG A GRAVELED
 LH0171'ROAD, THENCE 0.95 MILE SOUTH ALONG A DIRT AND GRAVELED ROAD,
 LH0171'AT A JUNCTION WITH A DIRT ROAD LEADING EAST, ON THE EAST SLOPE OF
 LH0171'A RAVINE, 40 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 LH0171'ROAD, 22 FEET NORTH OF THE EXTENDED CENTER LINE OF THE ROAD
 LH0171'LEADING EAST, 1.8 FEET EAST OF A FENCE, 1.2 FEET SOUTH OF A
 LH0171'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0171'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1324 ***********************************************************************
 MK1324  DESIGNATION -  G 335
 MK1324  PID         -  MK1324
 MK1324  STATE/COUNTY-  NE/BUTLER
 MK1324  USGS QUAD   -  COLUMBUS SE (1976)
 MK1324
 MK1324                         *CURRENT SURVEY CONTROL
 MK1324  ___________________________________________________________________
 MK1324* NAD 83(1986)-  41 19 21.     (N)    097 22 02.     (W)     SCALED    
 MK1324* NAVD 88     -       452.582  (meters)    1484.85   (feet)  ADJUSTED  
 MK1324  ___________________________________________________________________
 MK1324  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 MK1324  DYNAMIC HT  -         452.379 (meters)    1484.18  (feet)  COMP
 MK1324  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 MK1324
 MK1324  VERT ORDER  -  SECOND    CLASS 0
 MK1324
 MK1324.The horizontal coordinates were scaled from a topographic map and have
 MK1324.an estimated accuracy of +/- 6 seconds.
 MK1324
 MK1324.The orthometric height was determined by differential leveling
 MK1324.and adjusted by the National Geodetic Survey in June 1991..
 MK1324
 MK1324.The geoid height was determined by GEOID03.
 MK1324
 MK1324.The dynamic height is computed by dividing the NAVD 88
 MK1324.geopotential number by the normal gravity value computed on the
 MK1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1324.degrees latitude (g = 980.6199 gals.).
 MK1324
 MK1324.The modeled gravity was interpolated from observed gravity values.
 MK1324
 MK1324;                    North         East    Units  Estimated Accuracy
 MK1324;SPC NE       -   168,690.      720,320.      MT  (+/- 180 meters Scaled)
 MK1324
 MK1324                          SUPERSEDED SURVEY CONTROL
 MK1324
 MK1324  NGVD 29 (??/??/92)  452.402  (m)         1484.26   (f) ADJ UNCH    2 0
 MK1324
 MK1324.Superseded values are not recommended for survey control.
 MK1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1324.See file dsdata.txt to determine how the superseded data were derived.
 MK1324
 MK1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL366758(NAD 83)
 MK1324_MARKER: DB = BENCH MARK DISK
 MK1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1324_STAMPING: G 335 1950
 MK1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1324+STABILITY: SURFACE MOTION
 MK1324
 MK1324  HISTORY     - Date     Condition        Report By
 MK1324  HISTORY     - 1950     MONUMENTED       CGS
 MK1324
 MK1324                          STATION DESCRIPTION
 MK1324
 MK1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1324'8.1 MI W FROM BELLWOOD.
 MK1324'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1324'BELLWOOD, THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, THENCE
 MK1324'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.9 MILES WEST
 MK1324'ALONG A GRAVELED ROAD, AT AN INTERSECTION WITH U.S. HIGHWAY 81,
 MK1324'134 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET SOUTH
 MK1324'OF THE CENTER LINE OF AN EAST AND WEST ROAD, IN THE NORTH EDGE
 MK1324'OF AN EAST AND WEST WINDBREAK, 2.3 FEET SOUTHWEST OF A WITNESS
 MK1324'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1324'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1288 ***********************************************************************
 MK1288  DESIGNATION -  G 337
 MK1288  PID         -  MK1288
 MK1288  STATE/COUNTY-  NE/BUTLER
 MK1288  USGS QUAD   -  COLUMBUS (1976)
 MK1288
 MK1288                         *CURRENT SURVEY CONTROL
 MK1288  ___________________________________________________________________
 MK1288* NAD 83(1986)-  41 22 34.     (N)    097 15 57.     (W)     SCALED    
 MK1288* NAVD 88     -       431.615  (meters)    1416.06   (feet)  ADJUSTED  
 MK1288  ___________________________________________________________________
 MK1288  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 MK1288  DYNAMIC HT  -         431.424 (meters)    1415.43  (feet)  COMP
 MK1288  MODELED GRAV-     980,168.9   (mgal)                       NAVD 88
 MK1288
 MK1288  VERT ORDER  -  SECOND    CLASS 0
 MK1288
 MK1288.The horizontal coordinates were scaled from a topographic map and have
 MK1288.an estimated accuracy of +/- 6 seconds.
 MK1288
 MK1288.The orthometric height was determined by differential leveling
 MK1288.and adjusted by the National Geodetic Survey in June 1991..
 MK1288
 MK1288.The geoid height was determined by GEOID03.
 MK1288
 MK1288.The dynamic height is computed by dividing the NAVD 88
 MK1288.geopotential number by the normal gravity value computed on the
 MK1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1288.degrees latitude (g = 980.6199 gals.).
 MK1288
 MK1288.The modeled gravity was interpolated from observed gravity values.
 MK1288
 MK1288;                    North         East    Units  Estimated Accuracy
 MK1288;SPC NE       -   174,900.      728,610.      MT  (+/- 180 meters Scaled)
 MK1288
 MK1288                          SUPERSEDED SURVEY CONTROL
 MK1288
 MK1288  NGVD 29 (??/??/92)  431.440  (m)         1415.48   (f) ADJ UNCH    2 0
 MK1288
 MK1288.Superseded values are not recommended for survey control.
 MK1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1288.See file dsdata.txt to determine how the superseded data were derived.
 MK1288
 MK1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL450819(NAD 83)
 MK1288_MARKER: DB = BENCH MARK DISK
 MK1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1288_STAMPING: G 337 1950
 MK1288_MARK LOGO: CGS   
 MK1288_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1288+STABILITY: SURFACE MOTION
 MK1288
 MK1288  HISTORY     - Date     Condition        Report By
 MK1288  HISTORY     - 1950     MONUMENTED       CGS
 MK1288  HISTORY     - 19940817 GOOD             NEDR
 MK1288
 MK1288                          STATION DESCRIPTION
 MK1288
 MK1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1288'3.1 MI NW FROM BELLWOOD.
 MK1288'3.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1288'RAILROAD FROM THE STATION AT BELLWOOD, 0.1 MILE SOUTH OF A ROAD
 MK1288'CROSSING, AT THE V.A. LOOMIS FARM, 155 FEET NORTHEAST OF THE
 MK1288'NORTHEAST CORNER OF THE FARMHOUSE, 66 FEET NORTHWEST OF THE
 MK1288'NORTHWEST CORNER OF AN ALUMINUM HOG HOUSE, 45.4 FEET EAST OF THE
 MK1288'EAST RAIL, 18.6 FEET NORTH OF A LARGE COTTONWOOD TREE, 2.4 FEET
 MK1288'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MK1288'FLUSH WITH THE GROUND.
 MK1288
 MK1288                          STATION RECOVERY (1994)
 MK1288
 MK1288'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 MK1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7405 ***********************************************************************
 AA7405  DESIGNATION -  G 337 RESET
 AA7405  PID         -  AA7405
 AA7405  STATE/COUNTY-  NE/BUTLER
 AA7405  USGS QUAD   -  COLUMBUS (1976)
 AA7405
 AA7405                         *CURRENT SURVEY CONTROL
 AA7405  ___________________________________________________________________
 AA7405* NAD 83(1986)-  41 22 34.     (N)    097 15 57.     (W)     SCALED    
 AA7405* NAVD 88     -       431.89   (+/-2cm)    1417.0    (feet)  VERTCON   
 AA7405  ___________________________________________________________________
 AA7405  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AA7405
 AA7405  VERT ORDER  -  THIRD (See Below)
 AA7405
 AA7405.The horizontal coordinates were scaled from a topographic map and have
 AA7405.an estimated accuracy of +/- 6 seconds.
 AA7405
 AA7405.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7405.The vertical order pertains to the NGVD 29 superseded value.
 AA7405
 AA7405.The geoid height was determined by GEOID03.
 AA7405
 AA7405;                    North         East    Units  Estimated Accuracy
 AA7405;SPC NE       -   174,900.      728,610.      MT  (+/- 180 meters Scaled)
 AA7405
 AA7405                          SUPERSEDED SURVEY CONTROL
 AA7405
 AA7405  NGVD 29 (08/02/06)  431.71   (m)         1416.4    (f) RESET       3  
 AA7405
 AA7405.Superseded values are not recommended for survey control.
 AA7405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7405.See file dsdata.txt to determine how the superseded data were derived.
 AA7405
 AA7405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL450819(NAD 83)
 AA7405_MARKER: DV = VERTICAL CONTROL DISK
 AA7405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7405_STAMPING: G 337 RESET 1994
 AA7405_MARK LOGO: NGS   
 AA7405_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7405+STABILITY: SURFACE MOTION
 AA7405
 AA7405  HISTORY     - Date     Condition        Report By
 AA7405  HISTORY     - 1994     MONUMENTED       NEDR
 AA7405
 AA7405                          STATION DESCRIPTION
 AA7405
 AA7405'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7405'LOCATED ALONG A FARM DRIVE, IN THE NW1/4, SEC12, T16N, R1E. TO REACH
 AA7405'THE MARK FROM THE POST OFFICE, IN BELLWOOD, AT THE INTERSECTION OF
 AA7405'ESPLANADE AND WARREN STREETS, GO SOUTH ON ESPLANADE STREET FOR 0.30 MI
 AA7405'(0.48 KM) TO STATE HIGHWAY 64.  TURN RIGHT AND GO WEST ON THE HIGHWAY
 AA7405'FOR 0.80 MI (1.29 KM) TO STATE HIGHWAY 41 AND COUNTY ROAD G.  TURN
 AA7405'RIGHT AND GO NORTH ON ROAD G FOR 2.80 MI (4.51 KM) TO COUNTY ROAD 44.
 AA7405'TURN LEFT AND GO WEST ON ROAD 44 FOR 0.60 MI (0.97 KM) TO A FARM DRIVE
 AA7405'ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE DRIVE FOR 0.10 MI (0.16
 AA7405'KM) TO THE MARK. THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST
 AA7405'THAT IS RECESSED 0.16 M (0.52 FT) BELOW THE GROUND SURFACE.  IT IS
 AA7405'10.60 M (34.78 FT) WEST FROM THE CENTERLINE OF THE FARM DRIVE 16.90 M
 AA7405'(55.45 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A HOUSE, 8.475 M
 AA7405'(27.805 FT) SOUTHEAST FROM A NAIL IN A POWER POLE, 4.385 M (14.386 FT)
 AA7405'EAST FROM A NAIL AND WASHER IN THE TOP OF A FENCE POST AND 1.915 M
 AA7405'(6.283 FT) WEST FROM A NAIL IN THE SIDE OF AN 8-INCH BY 12-INCH POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0463 ***********************************************************************
 NP0463  DESIGNATION -  G 340
 NP0463  PID         -  NP0463
 NP0463  STATE/COUNTY-  NE/SIOUX
 NP0463  USGS QUAD   -  HARRISON WEST (1978)
 NP0463
 NP0463                         *CURRENT SURVEY CONTROL
 NP0463  ___________________________________________________________________
 NP0463* NAD 83(1986)-  42 41 10.     (N)    103 53 41.     (W)     SCALED    
 NP0463* NAVD 88     -      1479.095  (meters)    4852.66   (feet)  ADJUSTED  
 NP0463  ___________________________________________________________________
 NP0463  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 NP0463  DYNAMIC HT  -        1478.218 (meters)    4849.79  (feet)  COMP
 NP0463  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 NP0463
 NP0463  VERT ORDER  -  FIRST     CLASS II
 NP0463
 NP0463.The horizontal coordinates were scaled from a topographic map and have
 NP0463.an estimated accuracy of +/- 6 seconds.
 NP0463
 NP0463.The orthometric height was determined by differential leveling
 NP0463.and adjusted by the National Geodetic Survey in June 1991..
 NP0463
 NP0463.The geoid height was determined by GEOID03.
 NP0463
 NP0463.The dynamic height is computed by dividing the NAVD 88
 NP0463.geopotential number by the normal gravity value computed on the
 NP0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0463.degrees latitude (g = 980.6199 gals.).
 NP0463
 NP0463.The modeled gravity was interpolated from observed gravity values.
 NP0463
 NP0463;                    North         East    Units  Estimated Accuracy
 NP0463;SPC NE       -   323,940.      180,960.      MT  (+/- 180 meters Scaled)
 NP0463
 NP0463                          SUPERSEDED SURVEY CONTROL
 NP0463
 NP0463  NGVD 29 (??/??/92) 1478.403  (m)         4850.39   (f) ADJ UNCH    1 2
 NP0463
 NP0463.Superseded values are not recommended for survey control.
 NP0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0463.See file dsdata.txt to determine how the superseded data were derived.
 NP0463
 NP0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH905265(NAD 83)
 NP0463_MARKER: DB = BENCH MARK DISK
 NP0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0463_SP_SET: ABUTMENT
 NP0463_STAMPING: G 340 1954
 NP0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0463
 NP0463  HISTORY     - Date     Condition        Report By
 NP0463  HISTORY     - 1954     MONUMENTED       CGS
 NP0463
 NP0463                          STATION DESCRIPTION
 NP0463
 NP0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0463'0.6 MI W FROM HARRISON.
 NP0463'0.6 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NP0463'THE STATION AT HARRISON, 1 POLE WEST OF MILEPOST 461, 6.8 FEET
 NP0463'SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE SOUTH END OF THE
 NP0463'EAST ABUTMENT OF BRIDGE 766.  IN THE SOUTHEAST 1/4 OF SECTION
 NP0463'4, TOWNSHIP 31 NORTH, RANGE 56 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0433 ***********************************************************************
 NP0433  DESIGNATION -  G 341
 NP0433  PID         -  NP0433
 NP0433  STATE/COUNTY-  NE/SIOUX
 NP0433  USGS QUAD   -  SMILEY CANYON (1980)
 NP0433
 NP0433                         *CURRENT SURVEY CONTROL
 NP0433  ___________________________________________________________________
 NP0433* NAD 83(1986)-  42 38 36.     (N)    103 30 17.     (W)     SCALED    
 NP0433* NAVD 88     -      1173.415  (meters)    3849.78   (feet)  ADJUSTED  
 NP0433  ___________________________________________________________________
 NP0433  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 NP0433  DYNAMIC HT  -        1172.761 (meters)    3847.63  (feet)  COMP
 NP0433  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 NP0433
 NP0433  VERT ORDER  -  FIRST     CLASS II
 NP0433
 NP0433.The horizontal coordinates were scaled from a topographic map and have
 NP0433.an estimated accuracy of +/- 6 seconds.
 NP0433
 NP0433.The orthometric height was determined by differential leveling
 NP0433.and adjusted by the National Geodetic Survey in June 1991..
 NP0433
 NP0433.The geoid height was determined by GEOID03.
 NP0433
 NP0433.The dynamic height is computed by dividing the NAVD 88
 NP0433.geopotential number by the normal gravity value computed on the
 NP0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0433.degrees latitude (g = 980.6199 gals.).
 NP0433
 NP0433.The modeled gravity was interpolated from observed gravity values.
 NP0433
 NP0433;                    North         East    Units  Estimated Accuracy
 NP0433;SPC NE       -   317,830.      212,690.      MT  (+/- 180 meters Scaled)
 NP0433
 NP0433                          SUPERSEDED SURVEY CONTROL
 NP0433
 NP0433  NGVD 29 (??/??/92) 1172.799  (m)         3847.76   (f) ADJ UNCH    1 2
 NP0433
 NP0433.Superseded values are not recommended for survey control.
 NP0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0433.See file dsdata.txt to determine how the superseded data were derived.
 NP0433
 NP0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH225222(NAD 83)
 NP0433_MARKER: DB = BENCH MARK DISK
 NP0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0433_STAMPING: G 341 1954
 NP0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0433+STABILITY: SURFACE MOTION
 NP0433
 NP0433  HISTORY     - Date     Condition        Report By
 NP0433  HISTORY     - 1954     MONUMENTED       CGS
 NP0433
 NP0433                          STATION DESCRIPTION
 NP0433
 NP0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0433'5.7 MI SW FROM CRAWFORD.
 NP0433'5.7 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0433'FROM THE STATION AT CRAWFORD, 7 POLES SOUTHWEST OF MILEPOST 438,
 NP0433'55 FEET NORTHWEST OF THE NORTHWEST RAIL, 48 FEET SOUTHEAST OF A
 NP0433'HOG SHED, 2 FEET SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A
 NP0433'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0433'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0139 ***********************************************************************
 NP0139  DESIGNATION -  G 342
 NP0139  PID         -  NP0139
 NP0139  STATE/COUNTY-  NE/BOX BUTTE
 NP0139  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0139
 NP0139                         *CURRENT SURVEY CONTROL
 NP0139  ___________________________________________________________________
 NP0139* NAD 83(1986)-  42 06 24.     (N)    102 53 26.     (W)     SCALED    
 NP0139* NAVD 88     -      1216.936  (meters)    3992.56   (feet)  ADJUSTED  
 NP0139  ___________________________________________________________________
 NP0139  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 NP0139  DYNAMIC HT  -        1216.226 (meters)    3990.23  (feet)  COMP
 NP0139  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 NP0139
 NP0139  VERT ORDER  -  FIRST     CLASS II
 NP0139
 NP0139.The horizontal coordinates were scaled from a topographic map and have
 NP0139.an estimated accuracy of +/- 6 seconds.
 NP0139
 NP0139.The orthometric height was determined by differential leveling
 NP0139.and adjusted by the National Geodetic Survey in June 1991..
 NP0139.WARNING-Repeat measurements at this control monument indicate possible
 NP0139.vertical movement.
 NP0139
 NP0139.The geoid height was determined by GEOID03.
 NP0139
 NP0139.The dynamic height is computed by dividing the NAVD 88
 NP0139.geopotential number by the normal gravity value computed on the
 NP0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0139.degrees latitude (g = 980.6199 gals.).
 NP0139
 NP0139.The modeled gravity was interpolated from observed gravity values.
 NP0139
 NP0139;                    North         East    Units  Estimated Accuracy
 NP0139;SPC NE       -   256,400.      261,030.      MT  (+/- 180 meters Scaled)
 NP0139
 NP0139                          SUPERSEDED SURVEY CONTROL
 NP0139
 NP0139  NGVD 29 (??/??/92) 1216.344  (m)         3990.62   (f) ADJ UNCH    1 2
 NP0139
 NP0139.Superseded values are not recommended for survey control.
 NP0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0139.See file dsdata.txt to determine how the superseded data were derived.
 NP0139
 NP0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG744637(NAD 83)
 NP0139_MARKER: DB = BENCH MARK DISK
 NP0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0139_SP_SET: CONCRETE POST
 NP0139_STAMPING: G 342 1956
 NP0139_MARK LOGO: CGS   
 NP0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0139+STABILITY: SURFACE MOTION
 NP0139
 NP0139  HISTORY     - Date     Condition        Report By
 NP0139  HISTORY     - 1956     MONUMENTED       CGS
 NP0139  HISTORY     - 1985     GOOD             NGS
 NP0139  HISTORY     - 1987     GOOD             USPSQD
 NP0139
 NP0139                          STATION DESCRIPTION
 NP0139
 NP0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0139'1.5 MI NW FROM ALLIANCE.
 NP0139'1.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0139'RAILROAD FROM THE STATION AT ALLIANCE, 0.2 MILE NORTHWEST OF THE
 NP0139'CROSSING OF WEST 10TH STREET, 44.7 FEET NORTHEAST OF THE
 NP0139'NORTHEAST RAIL, 35.8 FEET NORTHEAST OF MILEPOST 367, 2.3 FEET
 NP0139'SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN
 NP0139'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 NP0139'GROUND, IN SECTION 26, TOWNSHIP 25 NORTH, RANGE 48 WEST.
 NP0139
 NP0139                          STATION RECOVERY (1985)
 NP0139
 NP0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0139'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0139'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
 NP0139'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NP0139
 NP0139                          STATION RECOVERY (1987)
 NP0139
 NP0139'RECOVERY NOTE BY US POWER SQUADRON 1987 (DR)
 NP0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0372 ***********************************************************************
 NP0372  DESIGNATION -  G 343
 NP0372  PID         -  NP0372
 NP0372  STATE/COUNTY-  NE/DAWES
 NP0372  USGS QUAD   -  MARSLAND (1983)
 NP0372
 NP0372                         *CURRENT SURVEY CONTROL
 NP0372  ___________________________________________________________________
 NP0372* NAD 83(1986)-  42 29 29.     (N)    103 17 10.     (W)     SCALED    
 NP0372* NAVD 88     -      1302.701  (meters)    4273.94   (feet)  ADJUSTED  
 NP0372  ___________________________________________________________________
 NP0372  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 NP0372  DYNAMIC HT  -        1301.933 (meters)    4271.43  (feet)  COMP
 NP0372  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 NP0372
 NP0372  VERT ORDER  -  FIRST     CLASS II
 NP0372
 NP0372.The horizontal coordinates were scaled from a topographic map and have
 NP0372.an estimated accuracy of +/- 6 seconds.
 NP0372
 NP0372.The orthometric height was determined by differential leveling
 NP0372.and adjusted by the National Geodetic Survey in June 1991..
 NP0372
 NP0372.The geoid height was determined by GEOID03.
 NP0372
 NP0372.The dynamic height is computed by dividing the NAVD 88
 NP0372.geopotential number by the normal gravity value computed on the
 NP0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0372.degrees latitude (g = 980.6199 gals.).
 NP0372
 NP0372.The modeled gravity was interpolated from observed gravity values.
 NP0372
 NP0372;                    North         East    Units  Estimated Accuracy
 NP0372;SPC NE       -   300,260.      229,970.      MT  (+/- 180 meters Scaled)
 NP0372
 NP0372                          SUPERSEDED SURVEY CONTROL
 NP0372
 NP0372  NGVD 29 (??/??/92) 1302.036  (m)         4271.76   (f) ADJ UNCH    1 2
 NP0372
 NP0372.Superseded values are not recommended for survey control.
 NP0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0372.See file dsdata.txt to determine how the superseded data were derived.
 NP0372
 NP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH408057(NAD 83)
 NP0372_MARKER: DB = BENCH MARK DISK
 NP0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0372_SP_SET: CONCRETE POST
 NP0372_STAMPING: G 343 1956
 NP0372_MARK LOGO: CGS   
 NP0372_PROJECTION: PROJECTING 15 CENTIMETERS
 NP0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0372+STABILITY: SURFACE MOTION
 NP0372
 NP0372  HISTORY     - Date     Condition        Report By
 NP0372  HISTORY     - 1956     MONUMENTED       CGS
 NP0372  HISTORY     - 1985     GOOD             NGS
 NP0372
 NP0372                          STATION DESCRIPTION
 NP0372
 NP0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0372'3.4 MI N FROM MARSLAND.
 NP0372'3.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0372'RAILROAD FROM THE STATION SIGN AT MARSLAND, 2 POLES NORTH OF
 NP0372'MILEPOST 404, 45.5 FEET WEST OF THE WEST RAIL, 2.5 FEET EAST OF
 NP0372'A FENCE, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 NP0372'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 NP0372'NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 29 NORTH, RANGE 51 WEST.
 NP0372
 NP0372                          STATION RECOVERY (1985)
 NP0372
 NP0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0372'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NP0372'0.25 KM (0.15 MI) EAST ALONG A PAVED AND DIRT ROAD FROM THE POST
 NP0372'OFFICE AT MARSLAND, THENCE 5.79 KM (3.6 MI) NORTH ALONG THE BURLINGTON
 NP0372'NORTHERN RAILROAD, 2 POLES SOUTH OF MILEPOLE 404, 13.87 METERS (45.5
 NP0372'FT) WEST OF THE WEST RAIL, 0.76 METER (2.5 FT) EAST OF A FENCE AND
 NP0372'0.70 METER (2.3 FT) SOUTH OF A WOODEN WITNESS POST.
 NP0372'THE MARK IS 0.49 METERS  N FROM  A WITNESS POST
 NP0372'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0145 ***********************************************************************
 MN0145  DESIGNATION -  G 344
 MN0145  PID         -  MN0145
 MN0145  STATE/COUNTY-  NE/MORRILL
 MN0145  USGS QUAD   -  BRIDGEPORT (1965)
 MN0145
 MN0145                         *CURRENT SURVEY CONTROL
 MN0145  ___________________________________________________________________
 MN0145* NAD 83(1986)-  41 42 07.     (N)    103 06 52.     (W)     SCALED    
 MN0145* NAVD 88     -      1131.073  (meters)    3710.86   (feet)  ADJUSTED  
 MN0145  ___________________________________________________________________
 MN0145  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 MN0145  DYNAMIC HT  -        1130.365 (meters)    3708.54  (feet)  COMP
 MN0145  MODELED GRAV-     979,957.6   (mgal)                       NAVD 88
 MN0145
 MN0145  VERT ORDER  -  FIRST     CLASS II
 MN0145
 MN0145.The horizontal coordinates were scaled from a topographic map and have
 MN0145.an estimated accuracy of +/- 6 seconds.
 MN0145
 MN0145.The orthometric height was determined by differential leveling
 MN0145.and adjusted by the National Geodetic Survey in June 1991..
 MN0145
 MN0145.The geoid height was determined by GEOID03.
 MN0145
 MN0145.The dynamic height is computed by dividing the NAVD 88
 MN0145.geopotential number by the normal gravity value computed on the
 MN0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0145.degrees latitude (g = 980.6199 gals.).
 MN0145
 MN0145.The modeled gravity was interpolated from observed gravity values.
 MN0145
 MN0145;                    North         East    Units  Estimated Accuracy
 MN0145;SPC NE       -   212,130.      240,910.      MT  (+/- 180 meters Scaled)
 MN0145
 MN0145                          SUPERSEDED SURVEY CONTROL
 MN0145
 MN0145  NGVD 29 (??/??/92) 1130.510  (m)         3709.01   (f) ADJ UNCH    1 2
 MN0145
 MN0145.Superseded values are not recommended for survey control.
 MN0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0145.See file dsdata.txt to determine how the superseded data were derived.
 MN0145
 MN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG568184(NAD 83)
 MN0145_MARKER: DB = BENCH MARK DISK
 MN0145_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MN0145_SP_SET: CONCRETE PIER
 MN0145_STAMPING: G 344 1956
 MN0145_MARK LOGO: CGS   
 MN0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0145
 MN0145  HISTORY     - Date     Condition        Report By
 MN0145  HISTORY     - 1956     MONUMENTED       CGS
 MN0145  HISTORY     - 1985     GOOD             NGS
 MN0145
 MN0145                          STATION DESCRIPTION
 MN0145
 MN0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0145'3.1 MI N FROM BRIDGEPORT.
 MN0145'3.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0145'FROM THE STATION AT BRIDGEPORT, 16.7 FEET EAST OF THE EAST
 MN0145'RAIL, AT THE OVERPASS OF U.S. HIGHWAY 26 NORTH, 2.8 FEET ABOVE
 MN0145'THE GROUND, SET VERTICALLY IN THE WEST SIDE OF THE NORTH ONE
 MN0145'OF THE FIRST TWO PIERS EAST OF THE TRACK, IN THE SOUTHWEST 1/4
 MN0145'OF SECTION 17, TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0145
 MN0145                          STATION RECOVERY (1985)
 MN0145
 MN0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0145'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0145'RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD AND US
 MN0145'HIGHWAY 26 OVERPASS IS NOW US HIGHWAY 385 OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0678 ***********************************************************************
 MN0678  DESIGNATION -  G 344 RESET
 MN0678  PID         -  MN0678
 MN0678  STATE/COUNTY-  NE/MORRILL
 MN0678  USGS QUAD   -  BRIDGEPORT (1965)
 MN0678
 MN0678                         *CURRENT SURVEY CONTROL
 MN0678  ___________________________________________________________________
 MN0678* NAD 83(1986)-  41 42 07.     (N)    103 06 52.     (W)     SCALED    
 MN0678* NAVD 88     -      1128.87   (meters)    3703.6    (feet)  RESET     
 MN0678  ___________________________________________________________________
 MN0678  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 MN0678
 MN0678  VERT ORDER  -  THIRD
 MN0678
 MN0678.The horizontal coordinates were scaled from a topographic map and have
 MN0678.an estimated accuracy of +/- 6 seconds.
 MN0678
 MN0678.The orthometric height was computed from unverified reset data.
 MN0678.No vertical observational check was made to the station.
 MN0678
 MN0678.The geoid height was determined by GEOID03.
 MN0678
 MN0678;                    North         East    Units  Estimated Accuracy
 MN0678;SPC NE       -   212,130.      240,910.      MT  (+/- 180 meters Scaled)
 MN0678
 MN0678                          SUPERSEDED SURVEY CONTROL
 MN0678
 MN0678  NGVD 29 (08/02/06) 1128.30   (m)         3701.8    (f) RESET       3  
 MN0678
 MN0678.Superseded values are not recommended for survey control.
 MN0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0678.See file dsdata.txt to determine how the superseded data were derived.
 MN0678
 MN0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG568184(NAD 83)
 MN0678_MARKER: DV = VERTICAL CONTROL DISK
 MN0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0678_SP_SET: CONCRETE POST
 MN0678_STAMPING: G 344 RESET 1986
 MN0678_MARK LOGO: NEDR  
 MN0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0678+STABILITY: SURFACE MOTION
 MN0678
 MN0678  HISTORY     - Date     Condition        Report By
 MN0678  HISTORY     - 1986     MONUMENTED       NEDR
 MN0678
 MN0678                          STATION DESCRIPTION
 MN0678
 MN0678'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1986
 MN0678'FROM THE STATE WEIGHT STATION AT THE JUNCTION OF HIGHWAYS 385 ANS 26
 MN0678'GO NORTHWEST ON 385 FOR 1.65 MILES (2.66 KM) TO RAILROAD OVERPASS
 MN0678'FROM MILEPOST 76 GO NORTHWEST ON 385 FOR .55 MILES (0.89 KM) TO
 MN0678'RAILROAD OVERPASS, MARK IS 1 FOOT (0.3 M) NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0382 ***********************************************************************
 NP0382  DESIGNATION -  G 345
 NP0382  PID         -  NP0382
 NP0382  STATE/COUNTY-  NE/BOX BUTTE
 NP0382  USGS QUAD   -  MARSLAND SW (1983)
 NP0382
 NP0382                         *CURRENT SURVEY CONTROL
 NP0382  ___________________________________________________________________
 NP0382* NAD 83(1986)-  42 19 24.     (N)    103 23 12.     (W)     SCALED    
 NP0382* NAVD 88     -      1397.111  (meters)    4583.69   (feet)  POSTED    
 NP0382  ___________________________________________________________________
 NP0382  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 NP0382  DYNAMIC HT  -        1396.260 (meters)    4580.90  (feet)  COMP
 NP0382  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 NP0382
 NP0382  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0382
 NP0382.The horizontal coordinates were scaled from a topographic map and have
 NP0382.an estimated accuracy of +/- 6 seconds.
 NP0382
 NP0382.The orthometric height was determined by differential leveling
 NP0382.and adjusted by the National Geodetic Survey in 1992..
 NP0382.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0382.rate of 1.1 thru 2.0 mm/km.
 NP0382
 NP0382.The geoid height was determined by GEOID03.
 NP0382
 NP0382.The dynamic height is computed by dividing the NAVD 88
 NP0382.geopotential number by the normal gravity value computed on the
 NP0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0382.degrees latitude (g = 980.6199 gals.).
 NP0382
 NP0382.The modeled gravity was interpolated from observed gravity values.
 NP0382
 NP0382;                    North         East    Units  Estimated Accuracy
 NP0382;SPC NE       -   281,930.      220,980.      MT  (+/- 180 meters Scaled)
 NP0382
 NP0382                          SUPERSEDED SURVEY CONTROL
 NP0382
 NP0382  NGVD 29 (??/??/92) 1396.427  (m)         4581.44   (f) ADJ UNCH    2 0
 NP0382
 NP0382.Superseded values are not recommended for survey control.
 NP0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0382.See file dsdata.txt to determine how the superseded data were derived.
 NP0382
 NP0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG329869(NAD 83)
 NP0382_MARKER: DB = BENCH MARK DISK
 NP0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0382_STAMPING: G 345 1956
 NP0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0382+STABILITY: SURFACE MOTION
 NP0382
 NP0382  HISTORY     - Date     Condition        Report By
 NP0382  HISTORY     - 1956     MONUMENTED       CGS
 NP0382
 NP0382                          STATION DESCRIPTION
 NP0382
 NP0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0382'16 MI W FROM HEMINGFORD.
 NP0382'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0382'OFFICE AT HEMINGFORD, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 87,
 NP0382'53 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SCHOOLHOUSE,
 NP0382'55 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST
 NP0382'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 14 FEET SOUTH
 NP0382'OF A FENCE CORNER, 14 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET
 NP0382'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0382'0.4 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 16,
 NP0382'TOWNSHIP 27 NORTH, RANGE 52 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1706 ***********************************************************************
 MK1706  DESIGNATION -  G 346
 MK1706  PID         -  MK1706
 MK1706  STATE/COUNTY-  NE/PLATTE
 MK1706  USGS QUAD   -  TARNOV (1985)
 MK1706
 MK1706                         *CURRENT SURVEY CONTROL
 MK1706  ___________________________________________________________________
 MK1706* NAD 83(1986)-  41 34 12.     (N)    097 34 55.     (W)     SCALED    
 MK1706* NAVD 88     -       482.880  (meters)    1584.25   (feet)  ADJUSTED  
 MK1706  ___________________________________________________________________
 MK1706  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 MK1706  DYNAMIC HT  -         482.667 (meters)    1583.55  (feet)  COMP
 MK1706  MODELED GRAV-     980,166.4   (mgal)                       NAVD 88
 MK1706
 MK1706  VERT ORDER  -  SECOND    CLASS 0
 MK1706
 MK1706.The horizontal coordinates were scaled from a topographic map and have
 MK1706.an estimated accuracy of +/- 6 seconds.
 MK1706
 MK1706.The orthometric height was determined by differential leveling
 MK1706.and adjusted by the National Geodetic Survey in June 1991..
 MK1706
 MK1706.The geoid height was determined by GEOID03.
 MK1706
 MK1706.The dynamic height is computed by dividing the NAVD 88
 MK1706.geopotential number by the normal gravity value computed on the
 MK1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1706.degrees latitude (g = 980.6199 gals.).
 MK1706
 MK1706.The modeled gravity was interpolated from observed gravity values.
 MK1706
 MK1706;                    North         East    Units  Estimated Accuracy
 MK1706;SPC NE       -   195,630.      701,590.      MT  (+/- 180 meters Scaled)
 MK1706
 MK1706                          SUPERSEDED SURVEY CONTROL
 MK1706
 MK1706  NGVD 29 (??/??/92)  482.686  (m)         1583.61   (f) ADJ UNCH    2 0
 MK1706
 MK1706.Superseded values are not recommended for survey control.
 MK1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1706.See file dsdata.txt to determine how the superseded data were derived.
 MK1706
 MK1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM182030(NAD 83)
 MK1706_MARKER: DB = BENCH MARK DISK
 MK1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1706_STAMPING: G 346 1957
 MK1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1706+STABILITY: SURFACE MOTION
 MK1706
 MK1706  HISTORY     - Date     Condition        Report By
 MK1706  HISTORY     - 1957     MONUMENTED       CGS
 MK1706  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1706
 MK1706                          STATION DESCRIPTION
 MK1706
 MK1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1706'6.5 MI NW FROM PLATTE CENTER.
 MK1706'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1706'STATION AT PLATTE CENTER, THENCE 3.6 MILES WEST, THENCE
 MK1706'2.7 MILES NORTHWEST, IN SECTION 32, T. 19 N., R. 2 W., 235
 MK1706'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 36 FEET
 MK1706'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 140 FEET SOUTHWEST
 MK1706'OF THE SOUTHWEST CORNER OF A SCHOOL HOUSE, 3 FEET NORTHEAST
 MK1706'OF THE SOUTHWEST CORNER OF THE SCHOOL YARD, 2 FEET BELOW THE
 MK1706'LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH
 MK1706'PROJECTS 4 INCHES.
 MK1706
 MK1706                          STATION RECOVERY (1989)
 MK1706
 MK1706'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0209 ***********************************************************************
 NO0209  DESIGNATION -  G 347
 NO0209  PID         -  NO0209
 NO0209  STATE/COUNTY-  NE/CHERRY
 NO0209  USGS QUAD   -  CODY EAST (1985)
 NO0209
 NO0209                         *CURRENT SURVEY CONTROL
 NO0209  ___________________________________________________________________
 NO0209* NAD 83(1986)-  42 55 50.     (N)    101 13 32.     (W)     SCALED    
 NO0209* NAVD 88     -       950.849  (meters)    3119.58   (feet)  ADJUSTED  
 NO0209  ___________________________________________________________________
 NO0209  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 NO0209  DYNAMIC HT  -         950.438 (meters)    3118.23  (feet)  COMP
 NO0209  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 NO0209
 NO0209  VERT ORDER  -  FIRST     CLASS II
 NO0209
 NO0209.The horizontal coordinates were scaled from a topographic map and have
 NO0209.an estimated accuracy of +/- 6 seconds.
 NO0209
 NO0209.The orthometric height was determined by differential leveling
 NO0209.and adjusted by the National Geodetic Survey in June 1991..
 NO0209
 NO0209.The geoid height was determined by GEOID03.
 NO0209
 NO0209.The dynamic height is computed by dividing the NAVD 88
 NO0209.geopotential number by the normal gravity value computed on the
 NO0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0209.degrees latitude (g = 980.6199 gals.).
 NO0209
 NO0209.The modeled gravity was interpolated from observed gravity values.
 NO0209
 NO0209;                    North         East    Units  Estimated Accuracy
 NO0209;SPC NE       -   344,620.      399,960.      MT  (+/- 180 meters Scaled)
 NO0209
 NO0209                          SUPERSEDED SURVEY CONTROL
 NO0209
 NO0209  NGVD 29 (??/??/92)  950.470  (m)         3118.33   (f) ADJ UNCH    1 2
 NO0209
 NO0209.Superseded values are not recommended for survey control.
 NO0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0209.See file dsdata.txt to determine how the superseded data were derived.
 NO0209
 NO0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN183555(NAD 83)
 NO0209_MARKER: DB = BENCH MARK DISK
 NO0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0209_STAMPING: G 347 1957
 NO0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0209+STABILITY: SURFACE MOTION
 NO0209
 NO0209  HISTORY     - Date     Condition        Report By
 NO0209  HISTORY     - 1957     MONUMENTED       CGS
 NO0209
 NO0209                          STATION DESCRIPTION
 NO0209
 NO0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0209'1.1 MI E FROM CODY.
 NO0209'ABOUT 1.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0209'FROM THE STATION AT CODY, IN SECTION 8, T. 34 N., R. 33 W., 16 FEET
 NO0209'NORTH-NORTHWEST OF THE SEVENTH POLE WEST OF MILEPOST 306, 40 FEET
 NO0209'SOUTH OF THE SOUTH RAIL, 103 FEET NORTH OF THE CENTER LINE OF U.S.
 NO0209'HIGHWAY 20, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 NO0209'5 FEET ABOVE THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0209'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0219 ***********************************************************************
 NP0219  DESIGNATION -  G 348
 NP0219  PID         -  NP0219
 NP0219  STATE/COUNTY-  NE/DAWES
 NP0219  USGS QUAD   -  BORDEAUX (1969)
 NP0219
 NP0219                         *CURRENT SURVEY CONTROL
 NP0219  ___________________________________________________________________
 NP0219* NAD 83(1986)-  42 47 01.     (N)    102 50 00.     (W)     SCALED    
 NP0219* NAVD 88     -      1107.882  (meters)    3634.78   (feet)  ADJUSTED  
 NP0219  ___________________________________________________________________
 NP0219  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 NP0219  DYNAMIC HT  -        1107.330 (meters)    3632.97  (feet)  COMP
 NP0219  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 NP0219
 NP0219  VERT ORDER  -  FIRST     CLASS II
 NP0219
 NP0219.The horizontal coordinates were scaled from a topographic map and have
 NP0219.an estimated accuracy of +/- 6 seconds.
 NP0219
 NP0219.The orthometric height was determined by differential leveling
 NP0219.and adjusted by the National Geodetic Survey in June 1991..
 NP0219
 NP0219.The geoid height was determined by GEOID03.
 NP0219
 NP0219.The dynamic height is computed by dividing the NAVD 88
 NP0219.geopotential number by the normal gravity value computed on the
 NP0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0219.degrees latitude (g = 980.6199 gals.).
 NP0219
 NP0219.The modeled gravity was interpolated from observed gravity values.
 NP0219
 NP0219;                    North         East    Units  Estimated Accuracy
 NP0219;SPC NE       -   331,380.      268,220.      MT  (+/- 180 meters Scaled)
 NP0219
 NP0219                          SUPERSEDED SURVEY CONTROL
 NP0219
 NP0219  NGVD 29 (??/??/92) 1107.343  (m)         3633.01   (f) ADJ UNCH    1 2
 NP0219
 NP0219.Superseded values are not recommended for survey control.
 NP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0219.See file dsdata.txt to determine how the superseded data were derived.
 NP0219
 NP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH772390(NAD 83)
 NP0219_MARKER: DB = BENCH MARK DISK
 NP0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0219_SP_SET: CULVERT
 NP0219_STAMPING: G 348 1957
 NP0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0219
 NP0219  HISTORY     - Date     Condition        Report By
 NP0219  HISTORY     - 1957     MONUMENTED       CGS
 NP0219
 NP0219                          STATION DESCRIPTION
 NP0219
 NP0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0219'9.3 MI SE FROM CHADRON.
 NP0219'ABOUT 9.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0219'RAILWAY FROM THE STATION AT CHADRON, 3 POLES SOUTHEAST OF MILEPOST
 NP0219'397, 0.2 MILE SOUTHEAST OF A ROAD CROSSING, 11 FEET NORTHEAST
 NP0219'OF THE NORTHEAST RAIL, ABOUT 1 FOOT BELOW THE RAIL AND IN THE TOP
 NP0219'OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0236 ***********************************************************************
 NP0236  DESIGNATION -  G 349
 NP0236  PID         -  NP0236
 NP0236  STATE/COUNTY-  NE/DAWES
 NP0236  USGS QUAD   -  CHADRON EAST (1970)
 NP0236
 NP0236                         *CURRENT SURVEY CONTROL
 NP0236  ___________________________________________________________________
 NP0236* NAD 83(1986)-  42 50 25.     (N)    102 59 35.     (W)     SCALED    
 NP0236* NAVD 88     -      1034.818  (meters)    3395.07   (feet)  ADJUSTED  
 NP0236  ___________________________________________________________________
 NP0236  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0236  DYNAMIC HT  -        1034.309 (meters)    3393.40  (feet)  COMP
 NP0236  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 NP0236
 NP0236  VERT ORDER  -  FIRST     CLASS II
 NP0236
 NP0236.The horizontal coordinates were scaled from a topographic map and have
 NP0236.an estimated accuracy of +/- 6 seconds.
 NP0236
 NP0236.The orthometric height was determined by differential leveling
 NP0236.and adjusted by the National Geodetic Survey in June 1991..
 NP0236
 NP0236.The geoid height was determined by GEOID03.
 NP0236
 NP0236.The dynamic height is computed by dividing the NAVD 88
 NP0236.geopotential number by the normal gravity value computed on the
 NP0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0236.degrees latitude (g = 980.6199 gals.).
 NP0236
 NP0236.The modeled gravity was interpolated from observed gravity values.
 NP0236
 NP0236;                    North         East    Units  Estimated Accuracy
 NP0236;SPC NE       -   338,110.      255,380.      MT  (+/- 180 meters Scaled)
 NP0236
 NP0236                          SUPERSEDED SURVEY CONTROL
 NP0236
 NP0236  NGVD 29 (??/??/92) 1034.277  (m)         3393.29   (f) ADJ UNCH    1 2
 NP0236
 NP0236.Superseded values are not recommended for survey control.
 NP0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0236.See file dsdata.txt to determine how the superseded data were derived.
 NP0236
 NP0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH640450(NAD 83)
 NP0236_MARKER: DB = BENCH MARK DISK
 NP0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0236_SP_SET: FOUNDATION
 NP0236_STAMPING: G 349 1957
 NP0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0236
 NP0236  HISTORY     - Date     Condition        Report By
 NP0236  HISTORY     - 1957     MONUMENTED       CGS
 NP0236  HISTORY     - 1974     GOOD             CNWRR
 NP0236
 NP0236                          STATION DESCRIPTION
 NP0236
 NP0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0236'0.9 MI NE FROM CHADRON.
 NP0236'ABOUT 0.6 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE
 NP0236'AT CHADRON, THENCE 0.3 MILE EAST ALONG A DIRT STREET, IN SECTION
 NP0236'17, T. 33 N., R. 48 W., AT O AND N AIRPORT, 7 INCHES SOUTHEAST
 NP0236'OF THE SOUTHEAST CORNER OF THE MOST NORTHERLY HANGAR, ABOUT 1
 NP0236'FOOT ABOVE THE GROUND, IN THE TOP OF THE CONCRETE FOUNDATION
 NP0236'OF THE HANGAR.
 NP0236
 NP0236                          STATION RECOVERY (1974)
 NP0236
 NP0236'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1974
 NP0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0058 ***********************************************************************
 NP0058  DESIGNATION -  G 35
 NP0058  PID         -  NP0058
 NP0058  STATE/COUNTY-  NE/SHERIDAN
 NP0058  USGS QUAD   -  GORDON (1969)
 NP0058
 NP0058                         *CURRENT SURVEY CONTROL
 NP0058  ___________________________________________________________________
 NP0058* NAD 83(1986)-  42 50 57.     (N)    102 12 11.     (W)     SCALED    
 NP0058* NAVD 88     -      1117.464  (meters)    3666.21   (feet)  ADJUSTED  
 NP0058  ___________________________________________________________________
 NP0058  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 NP0058  DYNAMIC HT  -        1116.938 (meters)    3664.49  (feet)  COMP
 NP0058  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 NP0058
 NP0058  VERT ORDER  -  SECOND    CLASS 0
 NP0058
 NP0058.The horizontal coordinates were scaled from a topographic map and have
 NP0058.an estimated accuracy of +/- 6 seconds.
 NP0058
 NP0058.The orthometric height was determined by differential leveling
 NP0058.and adjusted by the National Geodetic Survey in June 1991..
 NP0058
 NP0058.The geoid height was determined by GEOID03.
 NP0058
 NP0058.The dynamic height is computed by dividing the NAVD 88
 NP0058.geopotential number by the normal gravity value computed on the
 NP0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0058.degrees latitude (g = 980.6199 gals.).
 NP0058
 NP0058.The modeled gravity was interpolated from observed gravity values.
 NP0058
 NP0058;                    North         East    Units  Estimated Accuracy
 NP0058;SPC NE       -   337,160.      319,950.      MT  (+/- 180 meters Scaled)
 NP0058
 NP0058                          SUPERSEDED SURVEY CONTROL
 NP0058
 NP0058  NGVD 29 (??/??/92) 1116.968  (m)         3664.59   (f) ADJ UNCH    2 0
 NP0058
 NP0058.Superseded values are not recommended for survey control.
 NP0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0058.See file dsdata.txt to determine how the superseded data were derived.
 NP0058
 NP0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH285478(NAD 83)
 NP0058_MARKER: DB = BENCH MARK DISK
 NP0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0058_STAMPING: G 35 1934
 NP0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0058+STABILITY: SURFACE MOTION
 NP0058
 NP0058  HISTORY     - Date     Condition        Report By
 NP0058  HISTORY     - 1934     MONUMENTED       CGS
 NP0058  HISTORY     - 1941     GOOD             NGS
 NP0058
 NP0058                          STATION DESCRIPTION
 NP0058
 NP0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NP0058'2.8 MI N FROM GORDON.
 NP0058'2.8 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0058'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, AT THE
 NP0058'INTERSECTION OF A SECTION-LINE ROAD, 42 FEET SOUTH OF THE
 NP0058'CENTERLINE OF THE CROSS ROAD 37 FEET WEST OF THE CENTERLINE OF
 NP0058'THE HIGHWAY, 23.5 FEET SOUTH OF A 24-INCH CULVERT, AND 17.4 FEET
 NP0058'SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED G 35 1934
 NP0058'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NP0058'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0326 ***********************************************************************
 NO0326  DESIGNATION -  G 350
 NO0326  PID         -  NO0326
 NO0326  STATE/COUNTY-  NE/CHERRY
 NO0326  USGS QUAD   -  TRUMBULL LAKE (1990)
 NO0326
 NO0326                         *CURRENT SURVEY CONTROL
 NO0326  ___________________________________________________________________
 NO0326* NAD 83(1986)-  42 53 44.     (N)    101 50 28.     (W)     SCALED    
 NO0326* NAVD 88     -      1024.797  (meters)    3362.19   (feet)  ADJUSTED  
 NO0326  ___________________________________________________________________
 NO0326  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 NO0326  DYNAMIC HT  -        1024.333 (meters)    3360.67  (feet)  COMP
 NO0326  MODELED GRAV-     980,132.1   (mgal)                       NAVD 88
 NO0326
 NO0326  VERT ORDER  -  FIRST     CLASS II
 NO0326
 NO0326.The horizontal coordinates were scaled from a topographic map and have
 NO0326.an estimated accuracy of +/- 6 seconds.
 NO0326
 NO0326.The orthometric height was determined by differential leveling
 NO0326.and adjusted by the National Geodetic Survey in June 1991..
 NO0326
 NO0326.The geoid height was determined by GEOID03.
 NO0326
 NO0326.The dynamic height is computed by dividing the NAVD 88
 NO0326.geopotential number by the normal gravity value computed on the
 NO0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0326.degrees latitude (g = 980.6199 gals.).
 NO0326
 NO0326.The modeled gravity was interpolated from observed gravity values.
 NO0326
 NO0326;                    North         East    Units  Estimated Accuracy
 NO0326;SPC NE       -   341,620.      349,640.      MT  (+/- 180 meters Scaled)
 NO0326
 NO0326                          SUPERSEDED SURVEY CONTROL
 NO0326
 NO0326  NGVD 29 (??/??/92) 1024.353  (m)         3360.73   (f) ADJ UNCH    1 2
 NO0326
 NO0326.Superseded values are not recommended for survey control.
 NO0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0326.See file dsdata.txt to determine how the superseded data were derived.
 NO0326
 NO0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN680531(NAD 83)
 NO0326_MARKER: DB = BENCH MARK DISK
 NO0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0326_STAMPING: G 350 1957
 NO0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0326+STABILITY: SURFACE MOTION
 NO0326
 NO0326  HISTORY     - Date     Condition        Report By
 NO0326  HISTORY     - 1957     MONUMENTED       CGS
 NO0326
 NO0326                          STATION DESCRIPTION
 NO0326
 NO0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0326'7.8 MI W FROM MERRIMAN.
 NO0326'ABOUT 7.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0326'FROM THE STATION AT MERRIMAN, IN T. 33 N., R. 38 W., SECTION
 NO0326'30., 100 YARDS NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 20,
 NO0326'IN LINE WITH A ROW OF TELEPHONE POLES, 2 1/2 POLES EAST OF
 NO0326'MILEPOST 340, EAST OF A TELEPHONE POLE, 54 FEET SOUTH OF THE
 NO0326'SOUTH RAIL OF THE TRACK, 1 1/2 FEET WEST OF A WHITE WOODEN
 NO0326'WITNESS POST, AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0326'9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0014 ***********************************************************************
 NP0014  DESIGNATION -  G 351
 NP0014  PID         -  NP0014
 NP0014  STATE/COUNTY-  NE/SHERIDAN
 NP0014  USGS QUAD   -  GORDON (1969)
 NP0014
 NP0014                         *CURRENT SURVEY CONTROL
 NP0014  ___________________________________________________________________
 NP0014* NAD 83(1986)-  42 48 04.     (N)    102 10 45.     (W)     SCALED    
 NP0014* NAVD 88     -      1079.490  (meters)    3541.63   (feet)  ADJUSTED  
 NP0014  ___________________________________________________________________
 NP0014  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 NP0014  DYNAMIC HT  -        1078.979 (meters)    3539.95  (feet)  COMP
 NP0014  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 NP0014
 NP0014  VERT ORDER  -  FIRST     CLASS II
 NP0014
 NP0014.This mark is at Gordon Municipal Airport (GRN)
 NP0014
 NP0014.The horizontal coordinates were scaled from a topographic map and have
 NP0014.an estimated accuracy of +/- 6 seconds.
 NP0014
 NP0014.The orthometric height was determined by differential leveling
 NP0014.and adjusted by the National Geodetic Survey in June 1991..
 NP0014
 NP0014.The geoid height was determined by GEOID03.
 NP0014
 NP0014.The dynamic height is computed by dividing the NAVD 88
 NP0014.geopotential number by the normal gravity value computed on the
 NP0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0014.degrees latitude (g = 980.6199 gals.).
 NP0014
 NP0014.The modeled gravity was interpolated from observed gravity values.
 NP0014
 NP0014;                    North         East    Units  Estimated Accuracy
 NP0014;SPC NE       -   331,770.      321,770.      MT  (+/- 180 meters Scaled)
 NP0014
 NP0014                          SUPERSEDED SURVEY CONTROL
 NP0014
 NP0014  NGVD 29 (??/??/92) 1079.002  (m)         3540.03   (f) ADJ UNCH    1 2
 NP0014
 NP0014.Superseded values are not recommended for survey control.
 NP0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0014.See file dsdata.txt to determine how the superseded data were derived.
 NP0014
 NP0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH306425(NAD 83)
 NP0014_MARKER: DB = BENCH MARK DISK
 NP0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0014_STAMPING: G 351 1957
 NP0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0014+STABILITY: SURFACE MOTION
 NP0014
 NP0014  HISTORY     - Date     Condition        Report By
 NP0014  HISTORY     - 1957     MONUMENTED       CGS
 NP0014
 NP0014                          STATION DESCRIPTION
 NP0014
 NP0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0014'1.6 MI E FROM GORDON.
 NP0014'ABOUT 1.0 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0014'RAILWAY FROM THE STATION AT GORDON, THENCE 0.6 MILE SOUTHEAST
 NP0014'ALONG A RUNWAY OF THE GORDON AIRPORT TO A BEACON TOWER, IN T.
 NP0014'33 N., R. 41 W., AND IN THE CENTER OF SECTION 29., 347 FEET
 NP0014'WEST OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE AIRPORT, 81
 NP0014'FEET SOUTHWEST OF THE WEST CORNER OF A CONCRETE BLOCK MAINTENANCE
 NP0014'HANGAR AND OFFICE BUILDING, SET IN THE CENTER OF THE FOUR STEEL
 NP0014'LEGS OF THE BEACON TOWER, AND IN THE TOP OF A CONCRETE POST WHICH
 NP0014'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0045 ***********************************************************************
 NP0045  DESIGNATION -  G 352
 NP0045  PID         -  NP0045
 NP0045  STATE/COUNTY-  NE/SHERIDAN
 NP0045  USGS QUAD   -  RUSHVILLE (1966)
 NP0045
 NP0045                         *CURRENT SURVEY CONTROL
 NP0045  ___________________________________________________________________
 NP0045* NAD 83(1986)-  42 44 24.     (N)    102 26 27.     (W)     SCALED    
 NP0045* NAVD 88     -      1144.701  (meters)    3755.57   (feet)  ADJUSTED  
 NP0045  ___________________________________________________________________
 NP0045  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 NP0045  DYNAMIC HT  -        1144.126 (meters)    3753.69  (feet)  COMP
 NP0045  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 NP0045
 NP0045  VERT ORDER  -  FIRST     CLASS II
 NP0045
 NP0045.This mark is at Modisett Airport (9V5)
 NP0045
 NP0045.The horizontal coordinates were scaled from a topographic map and have
 NP0045.an estimated accuracy of +/- 6 seconds.
 NP0045
 NP0045.The orthometric height was determined by differential leveling
 NP0045.and adjusted by the National Geodetic Survey in June 1991..
 NP0045
 NP0045.The geoid height was determined by GEOID03.
 NP0045
 NP0045.The dynamic height is computed by dividing the NAVD 88
 NP0045.geopotential number by the normal gravity value computed on the
 NP0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0045.degrees latitude (g = 980.6199 gals.).
 NP0045
 NP0045.The modeled gravity was interpolated from observed gravity values.
 NP0045
 NP0045;                    North         East    Units  Estimated Accuracy
 NP0045;SPC NE       -   325,560.      300,180.      MT  (+/- 180 meters Scaled)
 NP0045
 NP0045                          SUPERSEDED SURVEY CONTROL
 NP0045
 NP0045  NGVD 29 (??/??/92) 1144.177  (m)         3753.85   (f) ADJ UNCH    1 2
 NP0045
 NP0045.Superseded values are not recommended for survey control.
 NP0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0045.See file dsdata.txt to determine how the superseded data were derived.
 NP0045
 NP0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH094351(NAD 83)
 NP0045_MARKER: DB = BENCH MARK DISK
 NP0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0045_STAMPING: G 352 1957
 NP0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0045+STABILITY: SURFACE MOTION
 NP0045
 NP0045  HISTORY     - Date     Condition        Report By
 NP0045  HISTORY     - 1957     MONUMENTED       CGS
 NP0045
 NP0045                          STATION DESCRIPTION
 NP0045
 NP0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0045'2.2 MI NE FROM RUSHVILLE.
 NP0045'ABOUT 1.25 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0045'FROM THE STATION AT RUSHVILLE, THENCE 1.0 MILE NORTH ALONG A
 NP0045'DIRT ROAD TO THE MODISETT AIRPORT, AT THE AIRPORT, 73 FEET
 NP0045'NORTH WEST OF THE NORTHWEST CORNER OF THE MIDDLE HANGAR, 3 1/2
 NP0045'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING,
 NP0045'IN T. 32 N., R. 44 W., SECTION 23., 1 1/2 FEET EAST OF THE EAST
 NP0045'SIDE OF THE OFFICE BUILDING, SET IN THE TOP OF A CONCRETE
 NP0045'POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0199 ***********************************************************************
 NP0199  CBN         -  This is a Cooperative Base Network Control Station.
 NP0199  DESIGNATION -  G 353
 NP0199  PID         -  NP0199
 NP0199  STATE/COUNTY-  NE/SHERIDAN
 NP0199  USGS QUAD   -  HAY SPRINGS (1966)
 NP0199
 NP0199                         *CURRENT SURVEY CONTROL
 NP0199  ___________________________________________________________________
 NP0199* NAD 83(1995)-  42 41 23.77647(N)    102 38 30.55812(W)     ADJUSTED  
 NP0199* NAVD 88     -      1166.411  (meters)    3826.80   (feet)  ADJUSTED  
 NP0199  ___________________________________________________________________
 NP0199  X           -  -1,027,793.803 (meters)                     COMP
 NP0199  Y           -  -4,582,371.195 (meters)                     COMP
 NP0199  Z           -   4,303,025.704 (meters)                     COMP
 NP0199  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 NP0199  ELLIP HEIGHT-        1148.40  (meters)          (09/24/01) GPS OBS
 NP0199  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 NP0199  DYNAMIC HT  -        1165.815 (meters)    3824.84  (feet)  COMP
 NP0199  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 NP0199
 NP0199  HORZ ORDER  -  B
 NP0199  VERT ORDER  -  FIRST     CLASS II
 NP0199  ELLP ORDER  -  FOURTH    CLASS I
 NP0199
 NP0199.The horizontal coordinates were established by GPS observations
 NP0199.and adjusted by the National Geodetic Survey in June 1996..
 NP0199
 NP0199.The orthometric height was determined by differential leveling
 NP0199.and adjusted by the National Geodetic Survey in June 1991..
 NP0199
 NP0199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0199
 NP0199.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0199
 NP0199.The ellipsoidal height was determined by GPS observations
 NP0199.and is referenced to NAD 83.
 NP0199
 NP0199.The geoid height was determined by GEOID03.
 NP0199
 NP0199.The dynamic height is computed by dividing the NAVD 88
 NP0199.geopotential number by the normal gravity value computed on the
 NP0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0199.degrees latitude (g = 980.6199 gals.).
 NP0199
 NP0199.The modeled gravity was interpolated from observed gravity values.
 NP0199
 NP0199;                    North         East     Units Scale Factor Converg.
 NP0199;SPC NE       -   320,485.763   283,564.564   MT  0.99987263   -1 45 02.6
 NP0199;UTM  13      - 4,729,080.128   693,179.369   MT  1.00005914   +1 35 57.9
 NP0199
 NP0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0199!SPC NE       -   0.99981993  x   0.99987263  =   0.99969258
 NP0199!UTM  13      -   0.99981993  x   1.00005914  =   0.99987906
 NP0199
 NP0199                          SUPERSEDED SURVEY CONTROL
 NP0199
 NP0199  ELLIP H (06/25/96) 1148.45   (m)                       GP(       ) 1 1
 NP0199  ELLIP H (01/07/93) 1148.52   (m)                       GP(       ) 4 2
 NP0199  NAD 83(1986)-  42 41 23.76872(N)    102 38 30.55871(W) AD(       ) 1
 NP0199  NAVD 88 (06/25/96) 1166.41   (m)         3826.8    (f) LEVELING    3  
 NP0199  NGVD 29 (??/??/92) 1165.874  (m)         3825.04   (f) ADJ UNCH    1 2
 NP0199
 NP0199.Superseded values are not recommended for survey control.
 NP0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0199.See file dsdata.txt to determine how the superseded data were derived.
 NP0199
 NP0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH9317929080(NAD 83)
 NP0199_MARKER: DB = BENCH MARK DISK
 NP0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0199_SP_SET: CONCRETE POST
 NP0199_STAMPING: G 353 1957
 NP0199_MARK LOGO: CGS   
 NP0199_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0199+STABILITY: SURFACE MOTION
 NP0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0199+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1995
 NP0199
 NP0199  HISTORY     - Date     Condition        Report By
 NP0199  HISTORY     - 1957     MONUMENTED       CGS
 NP0199  HISTORY     - 19890712 GOOD             NGS
 NP0199  HISTORY     - 19950503 GOOD             NGS
 NP0199
 NP0199                          STATION DESCRIPTION
 NP0199
 NP0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0199'2.6 MI NE FROM HAY SPRINGS.
 NP0199'ABOUT 2.55 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0199'RAILWAY FROM THE STATION AT HAY SPRINGS, IN T. 31 N., R. 45 W.,
 NP0199'SECTION 6., IN LINE WITH A ROW OF TELEPHONE POLES, 0.3 MILE
 NP0199'SOUTHWEST OF A ROAD CROSSING, 0.1 MILE SOUTHWEST OF A WOODEN
 NP0199'RAILROAD BRIDGE NUMBER 605, 60 FEET NORTHWEST OF THE CENTER LINE
 NP0199'OF U.S. HIGHWAY 20, 38 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 18
 NP0199'FEET SOUTHWEST OF THE FIRST POLE SOUTHWEST OF MILEPOST 384, ABOUT
 NP0199'2 FEET BELOW THE TOP OF THE RAILS, 1 1/2 FEET SOUTHWEST OF A WHITE
 NP0199'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST WHICH
 NP0199'PROJECTS 6 INCHES.
 NP0199
 NP0199                          STATION RECOVERY (1989)
 NP0199
 NP0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NP0199'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF HAY SPRINGS IN A
 NP0199'MEDIAN SEPARATING U.S. HIGHWAY 20 AND A RALROAD TRACK.  OWNERSHIP--
 NP0199'CHICAGO AND NORTHWESTERN RAILWAY.
 NP0199'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NP0199'ROUTE 87 SOUTH ON THE WEST SIDE OF HAY SPRINGS, GO EAST THROUGH TOWN
 NP0199'ON U.S. HIGHWAY 20 FOR 3.82 KM (2.35 MI) TO HIGHWAY BRIDGE 08125.
 NP0199'CONTINUE AHEAD FOR 0.17 KM (0.10 MI) TO THE STATION ON THE LEFT, 0.48
 NP0199'KM (0.30 MI) BEFORE REACHING A TURN-OFF TO WALGREN LAKE.
 NP0199'THE STATION MARK IS SET 52.5 M (172.2 FT) WEST OF A RAILROAD MILEPOST
 NP0199'384 ON A UTILITY POLE, 18.0 M (59.1 FT) NORTH-NORTHWEST OF AND 0.5 M
 NP0199'(1.6 FT) HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 11.9 M (39.0 FT)
 NP0199'SOUTH-SOUTHEAST OF THE SOUTH RAIL OF THE RAILROAD TRACK, 5.3 M
 NP0199'(17.4 FT) WEST-SOUTHWEST OF A UTILITY POLE, 0.3 M (1.0 FT) WEST OF A
 NP0199'WOODEN WITNESS POST AND 0.2 M (0.7 FT) SOUTH OF A METAL WITNESS POST.
 NP0199'DESCRIBED BY G.R.HEID, VERIFIED BY R.D.BALL AND TYPED BY E.A.RICE.
 NP0199
 NP0199                          STATION RECOVERY (1995)
 NP0199
 NP0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0199'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) EAST FROM HAY SPRINGS, 0.3
 NP0199'MI (0.5 KM) WEST FROM A ROAD LEADING TO THE WALGREN STATE RECREATION
 NP0199'AREA, BETWEEN U.S. HIGHWAY 20 AND AN OLD RAILROAD TRACK, ON THE NORTH
 NP0199'RIGHT-OF-WAY OF THE HIGHWAY AND IN THE SE1/4, SEC6, T31N, R45W.  TO
 NP0199'REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 87 WITH U.S. HIGHWAY
 NP0199'20 AT THE WEST SIDE OF HAY SPRINGS, GO EAST ON HIGHWAY 20 FOR 2.35 MI
 NP0199'(3.78 KM) TO HIGHWAY BRIDGE 08125.  CONTINUE EAST ON THE HIGHWAY FOR
 NP0199'0.45 MI (0.72 KM) TO THE MARK ON THE LEFT.  THE DISK IS SET INTO THE
 NP0199'TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.3 FT (9.1
 NP0199'CM) BELOW THE GROUND SURFACE.  IT IS 172.2 FT (52.5 M) WEST OF A
 NP0199'UTILITY POLE WHICH IS MILEPOST 384 OF THE OLD RAILROAD, 126.5 FT (38.6
 NP0199'M) WEST-NORTHWEST OF A LENGTH OF RAILROAD RAIL WHICH PROJECTS 3 FT
 NP0199'(0.9 M) ABOVE THE GROUND, 59.5 FT (18.1 M) NORTH OF THE CENTERLINE OF
 NP0199'THE HIGHWAY, 38.7 FT (11.8 M) SOUTH OF THE SOUTH RAIL, 3.0 FT (0.9 M)
 NP0199'EAST OF A FIBERGLASS WITNESS POST, 1.5 FT (0.5 M) WEST FROM A WOODEN
 NP0199'WITNESS POST, 1.0 FT (0.3 M) SOUTH FROM A METAL WITNESS POST AND ABOUT
 NP0199'1.5 FT (0.5 M) HIGHER THAN THE HIGHWAY. A LENGTH OF REBAR WAS DRIVEN
 NP0199'ALONG THE WEST SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0482 ***********************************************************************
 NP0482  DESIGNATION -  G 354
 NP0482  PID         -  NP0482
 NP0482  STATE/COUNTY-  NE/SIOUX
 NP0482  USGS QUAD   -  ORELLA (1980)
 NP0482
 NP0482                         *CURRENT SURVEY CONTROL
 NP0482  ___________________________________________________________________
 NP0482* NAD 83(1986)-  42 56 04.     (N)    103 34 59.     (W)     SCALED    
 NP0482* NAVD 88     -      1129.372  (meters)    3705.28   (feet)  ADJUSTED  
 NP0482  ___________________________________________________________________
 NP0482  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 NP0482  DYNAMIC HT  -        1128.826 (meters)    3703.49  (feet)  COMP
 NP0482  MODELED GRAV-     980,098.1   (mgal)                       NAVD 88
 NP0482
 NP0482  VERT ORDER  -  FIRST     CLASS II
 NP0482
 NP0482.The horizontal coordinates were scaled from a topographic map and have
 NP0482.an estimated accuracy of +/- 6 seconds.
 NP0482
 NP0482.The orthometric height was determined by differential leveling
 NP0482.and adjusted by the National Geodetic Survey in June 1991..
 NP0482
 NP0482.The geoid height was determined by GEOID03.
 NP0482
 NP0482.The dynamic height is computed by dividing the NAVD 88
 NP0482.geopotential number by the normal gravity value computed on the
 NP0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0482.degrees latitude (g = 980.6199 gals.).
 NP0482
 NP0482.The modeled gravity was interpolated from observed gravity values.
 NP0482
 NP0482;                    North         East    Units  Estimated Accuracy
 NP0482;SPC NE       -   350,400.      207,620.      MT  (+/- 180 meters Scaled)
 NP0482
 NP0482                          SUPERSEDED SURVEY CONTROL
 NP0482
 NP0482  NGVD 29 (??/??/92) 1128.804  (m)         3703.42   (f) ADJ UNCH    1 2
 NP0482
 NP0482.Superseded values are not recommended for survey control.
 NP0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0482.See file dsdata.txt to determine how the superseded data were derived.
 NP0482
 NP0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH156545(NAD 83)
 NP0482_MARKER: DB = BENCH MARK DISK
 NP0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0482_SP_SET: CONCRETE POST
 NP0482_STAMPING: G 354 1957
 NP0482_MARK LOGO: CGS   
 NP0482_PROJECTION: PROJECTING 12 CENTIMETERS
 NP0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0482+STABILITY: SURFACE MOTION
 NP0482
 NP0482  HISTORY     - Date     Condition        Report By
 NP0482  HISTORY     - 1957     MONUMENTED       CGS
 NP0482  HISTORY     - 1985     GOOD             NGS
 NP0482
 NP0482                          STATION DESCRIPTION
 NP0482
 NP0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0482'20.2 MI NW FROM CRAWFORD.
 NP0482'ABOUT 20.15 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0482'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, 2 POLES NORTHWEST
 NP0482'OF MILEPOST 443, AT A PRIVATE ROAD CROSSING, 92 FEET SOUTHWEST
 NP0482'OF THE SOUTHWEST RAIL, 25 FEET SOUTHEAST OF THE CENTER OF A GATE
 NP0482'ACROSS THE ROAD, 114 FEET SOUTHWEST OF THE CENTER OF THE
 NP0482'CROSSING, 38 FEET NORTH OF A TELEPHONE POLE THAT IS ON THE
 NP0482'SOUTHWEST SIDE OF THE TRACK, 2 1/2 FEET NORTHEAST OF A FENCE
 NP0482'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH
 NP0482'THE RAIL AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NP0482
 NP0482                          STATION RECOVERY (1985)
 NP0482
 NP0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0482'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0482'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0482'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0482'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0482'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0482'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD, THENCE 25.7
 NP0482'KM (15.95 MI) NORTH ALONG THE EAST SIDE OF THE TRACKS, TWO POLES
 NP0482'NORTHWEST OF MILEPOLE 443, AT A PRIVATE ROAD CROSSING OVER THE
 NP0482'TRACKS, 34.8 METERS (114 FT) SOUTHWEST OF THE CENTER OF THE ROAD
 NP0482'CROSSING THE TRACKS, 28.0 METERS (92 FT) SOUTHWEST OF THE SOUTHWEST
 NP0482'RAIL, 11.6 METERS (38 FT) NORTH OF A TELEPHONE POLE, 7.6 METERS (25
 NP0482'FT) SOUTH OF THE CENTER OF A GATE AND 0.73 METER (2.4 FT) NORTHEAST
 NP0482'OF A FENCE.
 NP0482'THE MARK IS 0.61 METERS  E FROM  A WITNESS POST
 NP0482'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0538 ***********************************************************************
 NN0538  DESIGNATION -  G 36
 NN0538  PID         -  NN0538
 NN0538  STATE/COUNTY-  NE/ROCK
 NN0538  USGS QUAD   -  RIVERVIEW (1974)
 NN0538
 NN0538                         *CURRENT SURVEY CONTROL
 NN0538  ___________________________________________________________________
 NN0538* NAD 83(1986)-  42 41 58.     (N)    099 35 20.     (W)     SCALED    
 NN0538* NAVD 88     -       666.894  (meters)    2187.97   (feet)  ADJUSTED  
 NN0538  ___________________________________________________________________
 NN0538  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 NN0538  DYNAMIC HT  -         666.639 (meters)    2187.13  (feet)  COMP
 NN0538  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 NN0538
 NN0538  VERT ORDER  -  SECOND    CLASS 0
 NN0538
 NN0538.The horizontal coordinates were scaled from a topographic map and have
 NN0538.an estimated accuracy of +/- 6 seconds.
 NN0538
 NN0538.The orthometric height was determined by differential leveling
 NN0538.and adjusted by the National Geodetic Survey in June 1991..
 NN0538
 NN0538.The geoid height was determined by GEOID03.
 NN0538
 NN0538.The dynamic height is computed by dividing the NAVD 88
 NN0538.geopotential number by the normal gravity value computed on the
 NN0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0538.degrees latitude (g = 980.6199 gals.).
 NN0538
 NN0538.The modeled gravity was interpolated from observed gravity values.
 NN0538
 NN0538;                    North         East    Units  Estimated Accuracy
 NN0538;SPC NE       -   318,320.      533,680.      MT  (+/- 180 meters Scaled)
 NN0538
 NN0538                          SUPERSEDED SURVEY CONTROL
 NN0538
 NN0538  NGVD 29 (??/??/92)  666.652  (m)         2187.17   (f) ADJ UNCH    2 0
 NN0538
 NN0538.Superseded values are not recommended for survey control.
 NN0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0538.See file dsdata.txt to determine how the superseded data were derived.
 NN0538
 NN0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN517276(NAD 83)
 NN0538_MARKER: DB = BENCH MARK DISK
 NN0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0538_STAMPING: G-36--1934
 NN0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0538+STABILITY: SURFACE MOTION
 NN0538
 NN0538  HISTORY     - Date     Condition        Report By
 NN0538  HISTORY     - 1934     MONUMENTED       CGS
 NN0538
 NN0538                          STATION DESCRIPTION
 NN0538
 NN0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0538'10 MI N FROM BASSETT.
 NN0538'G-36 IS LOCATED 10 MILES NORTH OF RAILROAD STATION AT BASSETT,
 NN0538'1.7 MILES SOUTH OF NIOBRARA RIVER BRIDGE, 0.3 OF MILE NORTH
 NN0538'OF POINT WHERE THE ROAD CURVES TO SOUTHWEST FROM SOUTH, 39 FEET
 NN0538'NORTH OF A FENCE CORNER, 36 FEET EAST OF CENTERLINE OF HWY. 83,
 NN0538'2.6 FEET EAST OF FENCE LINE.  STANDARD TABLET SET IN TOP OF
 NN0538'CONCRETE POST 6 INCHES HIGH.  STAMPED G 36 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0688 ***********************************************************************
 LG0688  DESIGNATION -  G 363
 LG0688  PID         -  LG0688
 LG0688  STATE/COUNTY-  NE/YORK
 LG0688  USGS QUAD   -  YORK NORTH (1980)
 LG0688
 LG0688                         *CURRENT SURVEY CONTROL
 LG0688  ___________________________________________________________________
 LG0688* NAD 83(1986)-  40 53 12.     (N)    097 35 52.     (W)     SCALED    
 LG0688* NAVD 88     -       503.708  (meters)    1652.58   (feet)  ADJUSTED  
 LG0688  ___________________________________________________________________
 LG0688  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 LG0688  DYNAMIC HT  -         503.444 (meters)    1651.72  (feet)  COMP
 LG0688  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 LG0688
 LG0688  VERT ORDER  -  SECOND    CLASS 0
 LG0688
 LG0688.The horizontal coordinates were scaled from a topographic map and have
 LG0688.an estimated accuracy of +/- 6 seconds.
 LG0688
 LG0688.The orthometric height was determined by differential leveling
 LG0688.and adjusted by the National Geodetic Survey in June 1991..
 LG0688
 LG0688.The geoid height was determined by GEOID03.
 LG0688
 LG0688.The dynamic height is computed by dividing the NAVD 88
 LG0688.geopotential number by the normal gravity value computed on the
 LG0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0688.degrees latitude (g = 980.6199 gals.).
 LG0688
 LG0688.The modeled gravity was interpolated from observed gravity values.
 LG0688
 LG0688;                    North         East    Units  Estimated Accuracy
 LG0688;SPC NE       -   119,760.      702,370.      MT  (+/- 180 meters Scaled)
 LG0688
 LG0688                          SUPERSEDED SURVEY CONTROL
 LG0688
 LG0688  NGVD 29 (??/??/92)  503.509  (m)         1651.93   (f) ADJ UNCH    2 0
 LG0688
 LG0688.Superseded values are not recommended for survey control.
 LG0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0688.See file dsdata.txt to determine how the superseded data were derived.
 LG0688
 LG0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL181271(NAD 83)
 LG0688_MARKER: DB = BENCH MARK DISK
 LG0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0688_STAMPING: G 363 1961
 LG0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0688+STABILITY: SURFACE MOTION
 LG0688
 LG0688  HISTORY     - Date     Condition        Report By
 LG0688  HISTORY     - 1961     MONUMENTED       CGS
 LG0688
 LG0688                          STATION DESCRIPTION
 LG0688
 LG0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0688'1.2 MI W FROM YORK.
 LG0688'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0688'FROM THE STATION AT YORK, THENCE 0.9 MILE NORTH ALONG DIVISION
 LG0688'ST. 100 FEET SOUTH OF CENTERLINE OF EASTBOUND LANE OF U.S.
 LG0688'HIGHWAY 34 AND STATE 2, 40.6 FEET WEST OF CENTERLINE OF DIVISION
 LG0688'ST, 2.4 FEET SOUTH OF METAL WITNESS POST WITH SIGN, 1.5 FEET
 LG0688'EAST OF POWER POLE 582AE AND 2715, 4.9 FEET WEST OF RIGHT OF
 LG0688'WAY POST, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 5
 LG0688'INCHES, 3.8 FEET WEST OF N-S AND E-W FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0085 ***********************************************************************
 LG0085  DESIGNATION -  G 364
 LG0085  PID         -  LG0085
 LG0085  STATE/COUNTY-  NE/CASS
 LG0085  USGS QUAD   -  AVOCA (1966)
 LG0085
 LG0085                         *CURRENT SURVEY CONTROL
 LG0085  ___________________________________________________________________
 LG0085* NAD 83(1986)-  40 48 48.     (N)    096 01 40.     (W)     SCALED    
 LG0085* NAVD 88     -       346.375  (meters)    1136.40   (feet)  ADJUSTED  
 LG0085  ___________________________________________________________________
 LG0085  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 LG0085  DYNAMIC HT  -         346.218 (meters)    1135.88  (feet)  COMP
 LG0085  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 LG0085
 LG0085  VERT ORDER  -  SECOND    CLASS 0
 LG0085
 LG0085.The horizontal coordinates were scaled from a topographic map and have
 LG0085.an estimated accuracy of +/- 6 seconds.
 LG0085
 LG0085.The orthometric height was determined by differential leveling
 LG0085.and adjusted by the National Geodetic Survey in June 1991..
 LG0085
 LG0085.The geoid height was determined by GEOID03.
 LG0085
 LG0085.The dynamic height is computed by dividing the NAVD 88
 LG0085.geopotential number by the normal gravity value computed on the
 LG0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0085.degrees latitude (g = 980.6199 gals.).
 LG0085
 LG0085.The modeled gravity was interpolated from observed gravity values.
 LG0085
 LG0085;                    North         East    Units  Estimated Accuracy
 LG0085;SPC NE       -   116,500.      834,940.      MT  (+/- 180 meters Scaled)
 LG0085
 LG0085                          SUPERSEDED SURVEY CONTROL
 LG0085
 LG0085  NGVD 29 (??/??/92)  346.277  (m)         1136.08   (f) ADJ UNCH    2 0
 LG0085
 LG0085.Superseded values are not recommended for survey control.
 LG0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0085.See file dsdata.txt to determine how the superseded data were derived.
 LG0085
 LG0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL506222(NAD 83)
 LG0085_MARKER: DB = BENCH MARK DISK
 LG0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0085_STAMPING: G 364 1961
 LG0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0085+STABILITY: SURFACE MOTION
 LG0085
 LG0085  HISTORY     - Date     Condition        Report By
 LG0085  HISTORY     - 1961     MONUMENTED       CGS
 LG0085
 LG0085                          STATION DESCRIPTION
 LG0085
 LG0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0085'3.2 MI SW FROM NEHAWKA.
 LG0085'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0085'RAILROAD STATION AT NEHAWKA, THENCE 2.0 MILES WEST ALONG U.S.
 LG0085'HIGHWAY 34, 75.0 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 1.9
 LG0085'FEET SOUTH OF RIGHT OF WAY FENCE, 1.9 FEET EAST OF A METAL
 LG0085'WITNESS POST WITH SIGN, SET IN THE TOP OF A SQUARE CONCRETE
 LG0085'POST PROJECTING 2 INCHES ABOVE THE GROUND AND 4 1/2 FEET HIGHER
 LG0085'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0465 ***********************************************************************
 LG0465  DESIGNATION -  G 365
 LG0465  PID         -  LG0465
 LG0465  STATE/COUNTY-  NE/SALINE
 LG0465  USGS QUAD   -  DORCHESTER (1964)
 LG0465
 LG0465                         *CURRENT SURVEY CONTROL
 LG0465  ___________________________________________________________________
 LG0465* NAD 83(1986)-  40 38 25.     (N)    097 07 22.     (W)     SCALED    
 LG0465* NAVD 88     -       450.368  (meters)    1477.58   (feet)  ADJUSTED  
 LG0465  ___________________________________________________________________
 LG0465  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 LG0465  DYNAMIC HT  -         450.118 (meters)    1476.76  (feet)  COMP
 LG0465  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 LG0465
 LG0465  VERT ORDER  -  SECOND    CLASS 0
 LG0465
 LG0465.The horizontal coordinates were scaled from a topographic map and have
 LG0465.an estimated accuracy of +/- 6 seconds.
 LG0465
 LG0465.The orthometric height was determined by differential leveling
 LG0465.and adjusted by the National Geodetic Survey in June 1991..
 LG0465
 LG0465.The geoid height was determined by GEOID03.
 LG0465
 LG0465.The dynamic height is computed by dividing the NAVD 88
 LG0465.geopotential number by the normal gravity value computed on the
 LG0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0465.degrees latitude (g = 980.6199 gals.).
 LG0465
 LG0465.The modeled gravity was interpolated from observed gravity values.
 LG0465
 LG0465;                    North         East    Units  Estimated Accuracy
 LG0465;SPC NE       -    93,640.      743,290.      MT  (+/- 180 meters Scaled)
 LG0465
 LG0465                          SUPERSEDED SURVEY CONTROL
 LG0465
 LG0465  NGVD 29 (??/??/92)  450.206  (m)         1477.05   (f) ADJ UNCH    2 0
 LG0465
 LG0465.Superseded values are not recommended for survey control.
 LG0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0465.See file dsdata.txt to determine how the superseded data were derived.
 LG0465
 LG0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL587005(NAD 83)
 LG0465_MARKER: DB = BENCH MARK DISK
 LG0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0465_STAMPING: G 365 1961
 LG0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0465+STABILITY: SURFACE MOTION
 LG0465
 LG0465  HISTORY     - Date     Condition        Report By
 LG0465  HISTORY     - 1961     MONUMENTED       CGS
 LG0465
 LG0465                          STATION DESCRIPTION
 LG0465
 LG0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0465'0.8 MI SW FROM DORCHESTER.
 LG0465'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0465'FROM THE STATION AT DORCHESTER TO STATE HIGHWAY 15, THENCE 0.5
 LG0465'MILE SOUTH ALONG STATE HIGHWAY 15, 150 FEET SOUTH OF A FARM
 LG0465'HOUSE, 87 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A DOUBLE
 LG0465'CAR GARAGE, 105.8 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 LG0465'34 FEET NORTH OF THE CENTER OF A DIRT ROAD, 2 FEET NORTHEAST OF A
 LG0465'TELEPHONE POLE, 1.6 FEET HIGHER THAN DIRT ROAD, 1.8 FEET WEST OF
 LG0465'A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE
 LG0465'POST, PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0017 ***********************************************************************
 NN0017  DESIGNATION -  G 37
 NN0017  PID         -  NN0017
 NN0017  STATE/COUNTY-  NE/KNOX
 NN0017  USGS QUAD   -  VERDEL (1950)
 NN0017
 NN0017                         *CURRENT SURVEY CONTROL
 NN0017  ___________________________________________________________________
 NN0017* NAD 83(1986)-  42 48 51.     (N)    098 14 23.     (W)     SCALED    
 NN0017* NAVD 88     -       392.164  (meters)    1286.62   (feet)  ADJUSTED  
 NN0017  ___________________________________________________________________
 NN0017  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 NN0017  DYNAMIC HT  -         392.029 (meters)    1286.18  (feet)  COMP
 NN0017  MODELED GRAV-     980,267.0   (mgal)                       NAVD 88
 NN0017
 NN0017  VERT ORDER  -  SECOND    CLASS 0
 NN0017
 NN0017.The horizontal coordinates were scaled from a topographic map and have
 NN0017.an estimated accuracy of +/- 6 seconds.
 NN0017
 NN0017.The orthometric height was determined by differential leveling
 NN0017.and adjusted by the National Geodetic Survey in June 1991..
 NN0017
 NN0017.The geoid height was determined by GEOID03.
 NN0017
 NN0017.The dynamic height is computed by dividing the NAVD 88
 NN0017.geopotential number by the normal gravity value computed on the
 NN0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0017.degrees latitude (g = 980.6199 gals.).
 NN0017
 NN0017.The modeled gravity was interpolated from observed gravity values.
 NN0017
 NN0017;                    North         East    Units  Estimated Accuracy
 NN0017;SPC NE       -   332,440.      643,950.      MT  (+/- 180 meters Scaled)
 NN0017
 NN0017                          SUPERSEDED SURVEY CONTROL
 NN0017
 NN0017  NGVD 29 (??/??/92)  391.924  (m)         1285.84   (f) ADJ UNCH    2 0
 NN0017
 NN0017.Superseded values are not recommended for survey control.
 NN0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0017.See file dsdata.txt to determine how the superseded data were derived.
 NN0017
 NN0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN621404(NAD 83)
 NN0017_MARKER: DB = BENCH MARK DISK
 NN0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0017_STAMPING: G-37 1934
 NN0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0017+STABILITY: SURFACE MOTION
 NN0017
 NN0017  HISTORY     - Date     Condition        Report By
 NN0017  HISTORY     - 1934     MONUMENTED       CGS
 NN0017  HISTORY     - 1949     GOOD             NGS
 NN0017
 NN0017                          STATION DESCRIPTION
 NN0017
 NN0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0017'2.4 MI W FROM VERDEL.
 NN0017'LOCATED 2.4 MILES WEST OF THE STATION AT VERDEL, 45.9 FEET
 NN0017'NORTHEAST OF EAST END OF TRESTLE NO. F-186, 45.2 FEET NORTH OF
 NN0017'NORTH RAIL, 3.2 FEET SOUTH OF CORNER FENCE POST OF 1/4 SECTION
 NN0017'LINE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
 NN0017
 NN0017                          STATION RECOVERY (1949)
 NN0017
 NN0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NN0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1304 ***********************************************************************
 NM1304  DESIGNATION -  G 38
 NM1304  PID         -  NM1304
 NM1304  STATE/COUNTY-  NE/PIERCE
 NM1304  USGS QUAD   -  PLAINVIEW (1963)
 NM1304
 NM1304                         *CURRENT SURVEY CONTROL
 NM1304  ___________________________________________________________________
 NM1304* NAD 83(1986)-  42 21 53.     (N)    097 49 42.     (W)     SCALED    
 NM1304* NAVD 88     -       518.707  (meters)    1701.79   (feet)  ADJUSTED  
 NM1304  ___________________________________________________________________
 NM1304  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 NM1304  DYNAMIC HT  -         518.514 (meters)    1701.16  (feet)  COMP
 NM1304  MODELED GRAV-     980,234.2   (mgal)                       NAVD 88
 NM1304
 NM1304  VERT ORDER  -  SECOND    CLASS 0
 NM1304
 NM1304.The horizontal coordinates were scaled from a topographic map and have
 NM1304.an estimated accuracy of +/- 6 seconds.
 NM1304
 NM1304.The orthometric height was determined by differential leveling
 NM1304.and adjusted by the National Geodetic Survey in June 1991..
 NM1304
 NM1304.The geoid height was determined by GEOID03.
 NM1304
 NM1304.The dynamic height is computed by dividing the NAVD 88
 NM1304.geopotential number by the normal gravity value computed on the
 NM1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1304.degrees latitude (g = 980.6199 gals.).
 NM1304
 NM1304.The modeled gravity was interpolated from observed gravity values.
 NM1304
 NM1304;                    North         East    Units  Estimated Accuracy
 NM1304;SPC NE       -   283,310.      678,830.      MT  (+/- 180 meters Scaled)
 NM1304
 NM1304                          SUPERSEDED SURVEY CONTROL
 NM1304
 NM1304  NGVD 29 (??/??/92)  518.511  (m)         1701.15   (f) ADJ UNCH    2 0
 NM1304
 NM1304.Superseded values are not recommended for survey control.
 NM1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1304.See file dsdata.txt to determine how the superseded data were derived.
 NM1304
 NM1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM964909(NAD 83)
 NM1304_MARKER: DB = BENCH MARK DISK
 NM1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1304_STAMPING: G-38--1934
 NM1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1304+STABILITY: SURFACE MOTION
 NM1304
 NM1304  HISTORY     - Date     Condition        Report By
 NM1304  HISTORY     - 1934     MONUMENTED       CGS
 NM1304
 NM1304                          STATION DESCRIPTION
 NM1304
 NM1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1304'2.3 MI NW FROM PLAINVIEW.
 NM1304'LOCATED 2.3 MILES NORTHWEST OF STATION AT PLAINVIEW, 53 FEET
 NM1304'SOUTH OF CENTERLINE OF ROAD CROSSING TRACK, 44 FEET NORTHEAST OF
 NM1304'NORTHEAST RAIL, 2 FEET SOUTH OF CORNER FENCE POST.  STANDARD
 NM1304'TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1438 ***********************************************************************
 NM1438  DESIGNATION -  G 39
 NM1438  PID         -  NM1438
 NM1438  STATE/COUNTY-  NE/KNOX
 NM1438  USGS QUAD   -  BLOOMFIELD NE (1968)
 NM1438
 NM1438                         *CURRENT SURVEY CONTROL
 NM1438  ___________________________________________________________________
 NM1438* NAD 83(1986)-  42 41 58.     (N)    097 31 28.     (W)     SCALED    
 NM1438* NAVD 88     -       475.512  (meters)    1560.08   (feet)  ADJUSTED  
 NM1438  ___________________________________________________________________
 NM1438  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 NM1438  DYNAMIC HT  -         475.352 (meters)    1559.55  (feet)  COMP
 NM1438  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 NM1438
 NM1438  VERT ORDER  -  SECOND    CLASS 0
 NM1438
 NM1438.The horizontal coordinates were scaled from a topographic map and have
 NM1438.an estimated accuracy of +/- 6 seconds.
 NM1438
 NM1438.The orthometric height was determined by differential leveling
 NM1438.and adjusted by the National Geodetic Survey in June 1991..
 NM1438
 NM1438.The geoid height was determined by GEOID03.
 NM1438
 NM1438.The dynamic height is computed by dividing the NAVD 88
 NM1438.geopotential number by the normal gravity value computed on the
 NM1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1438.degrees latitude (g = 980.6199 gals.).
 NM1438
 NM1438.The modeled gravity was interpolated from observed gravity values.
 NM1438
 NM1438;                    North         East    Units  Estimated Accuracy
 NM1438;SPC NE       -   321,140.      702,790.      MT  (+/- 180 meters Scaled)
 NM1438
 NM1438                          SUPERSEDED SURVEY CONTROL
 NM1438
 NM1438  NGVD 29 (??/??/92)  475.294  (m)         1559.36   (f) ADJ UNCH    2 0
 NM1438
 NM1438.Superseded values are not recommended for survey control.
 NM1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1438.See file dsdata.txt to determine how the superseded data were derived.
 NM1438
 NM1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN208284(NAD 83)
 NM1438_MARKER: DB = BENCH MARK DISK
 NM1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1438_STAMPING: G-39-1934
 NM1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1438+STABILITY: SURFACE MOTION
 NM1438
 NM1438  HISTORY     - Date     Condition        Report By
 NM1438  HISTORY     - 1934     MONUMENTED       CGS
 NM1438
 NM1438                          STATION DESCRIPTION
 NM1438
 NM1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1438'3 MI SW FROM CROFTON.
 NM1438'3 MILES SOUTHWEST OF CROFTON, 2 MILES SOUTH OF JUNCTION OF
 NM1438'STATE HIGHWAY 12 AND U.S. HIGHWAY 81, 34 FEET EAST OF CENTERLINE
 NM1438'OF HIGHWAY, 31 FEET SOUTH OF CENTERLINE OF SECTION CROSS ROAD,
 NM1438'15.4 FEET SOUTHEAST OF SOUTH END OF 24 IN CORRUGATED IRON CULVERT,
 NM1438'7.5 FEET SOUTH OF CORNER FENCE POST.  STANDARD TABLET SET IN TOP
 NM1438'OF CONCRETE POST 5 INCHES HIGH, STAMPED G 39 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0314 ***********************************************************************
 NP0314  DESIGNATION -  G 4
 NP0314  PID         -  NP0314
 NP0314  STATE/COUNTY-  NE/DAWES
 NP0314  USGS QUAD   -  CRAWFORD (1980)
 NP0314
 NP0314                         *CURRENT SURVEY CONTROL
 NP0314  ___________________________________________________________________
 NP0314* NAD 83(1986)-  42 41 11.     (N)    103 24 48.     (W)     SCALED    
 NP0314* NAVD 88     -      1121.719  (meters)    3680.17   (feet)  ADJUSTED  
 NP0314  ___________________________________________________________________
 NP0314  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 NP0314  DYNAMIC HT  -        1121.117 (meters)    3678.20  (feet)  COMP
 NP0314  MODELED GRAV-     980,045.9   (mgal)                       NAVD 88
 NP0314
 NP0314  VERT ORDER  -  FIRST     CLASS II
 NP0314
 NP0314.The horizontal coordinates were scaled from a topographic map and have
 NP0314.an estimated accuracy of +/- 6 seconds.
 NP0314
 NP0314.The orthometric height was determined by differential leveling
 NP0314.and adjusted by the National Geodetic Survey in June 1991..
 NP0314
 NP0314.The geoid height was determined by GEOID03.
 NP0314
 NP0314.The dynamic height is computed by dividing the NAVD 88
 NP0314.geopotential number by the normal gravity value computed on the
 NP0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0314.degrees latitude (g = 980.6199 gals.).
 NP0314
 NP0314.The modeled gravity was interpolated from observed gravity values.
 NP0314
 NP0314;                    North         East    Units  Estimated Accuracy
 NP0314;SPC NE       -   322,310.      220,370.      MT  (+/- 180 meters Scaled)
 NP0314
 NP0314                          SUPERSEDED SURVEY CONTROL
 NP0314
 NP0314  NGVD 29 (??/??/92) 1121.143  (m)         3678.28   (f) ADJ UNCH    1 2
 NP0314
 NP0314.Superseded values are not recommended for survey control.
 NP0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0314.See file dsdata.txt to determine how the superseded data were derived.
 NP0314
 NP0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH299272(NAD 83)
 NP0314_MARKER: Q = CHISELED SQUARE
 NP0314_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NP0314+WITH SETTING: PAVEMENT
 NP0314_SP_SET: BUILDING FOUNDATION
 NP0314_MARK LOGO: NONE  
 NP0314_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0314+STABILITY: SURFACE MOTION
 NP0314
 NP0314  HISTORY     - Date     Condition        Report By
 NP0314  HISTORY     - UNK      MONUMENTED       CGS
 NP0314  HISTORY     - 1957     GOOD             NGS
 NP0314  HISTORY     - 1985     GOOD             NGS
 NP0314  HISTORY     - 19971218 GOOD             LOCSUR
 NP0314
 NP0314                          STATION DESCRIPTION
 NP0314
 NP0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0314'AT CRAWFORD.
 NP0314'AT CRAWFORD, AT THE NORTHEAST CORNER OF THE INTERSECTION OF MAIN
 NP0314'AND SECOND STREETS, 7 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 NP0314'KNAPP BUILDING, 0.4 FOOT ABOVE THE SIDEWALK, IN THE FOUNDATION
 NP0314'OF THE BUILDING, THE BOTTOM OF A SQUARE CUT SURROUNDED BY THE
 NP0314'LETTERS USBM.
 NP0314
 NP0314                          STATION RECOVERY (1985)
 NP0314
 NP0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0314'RECOVERED IN GOOD CONDITION.  EXCEPT THE KNAPP BUILDING IS NOW A
 NP0314'GROCERY STORE.  BENCH MARK IS THE BOTTOM OF A SQUARE CUT.
 NP0314
 NP0314                          STATION RECOVERY (1997)
 NP0314
 NP0314'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (RCC)
 NP0314'AT CRAWFORD, AT THE NORTHEAST CORNER OF THE INTERSECTION OF MAIN AND
 NP0314'SECOND STREET, 7 FEET (2.1 M) NORTH OF THE SOUTHWEST CORNER OF THE
 NP0314'KNAPP BUILDING (PRESENTLY OCCUPIED BY ABSALON GROCERY) , 0.4 FEET
 NP0314'(12.2 CM) ABOVE THE SIDEWALK, IN THE FOUNDATION OF THE BUILDING, THE
 NP0314'BOTTOM OF A SQUARE CUT HOLE SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0383 ***********************************************************************
 LH0383  DESIGNATION -  G 4
 LH0383  PID         -  LH0383
 LH0383  STATE/COUNTY-  NE/WEBSTER
 LH0383  USGS QUAD   -  BLADEN (1969)
 LH0383
 LH0383                         *CURRENT SURVEY CONTROL
 LH0383  ___________________________________________________________________
 LH0383* NAD 83(1986)-  40 17 32.     (N)    098 30 36.     (W)     SCALED    
 LH0383* NAVD 88     -       622.534  (meters)    2042.43   (feet)  ADJUSTED  
 LH0383  ___________________________________________________________________
 LH0383  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 LH0383  DYNAMIC HT  -         622.158 (meters)    2041.20  (feet)  COMP
 LH0383  MODELED GRAV-     980,001.1   (mgal)                       NAVD 88
 LH0383
 LH0383  VERT ORDER  -  FIRST     CLASS II
 LH0383
 LH0383.The horizontal coordinates were scaled from a topographic map and have
 LH0383.an estimated accuracy of +/- 6 seconds.
 LH0383
 LH0383.The orthometric height was determined by differential leveling
 LH0383.and adjusted by the National Geodetic Survey in June 1991..
 LH0383
 LH0383.The geoid height was determined by GEOID03.
 LH0383
 LH0383.The dynamic height is computed by dividing the NAVD 88
 LH0383.geopotential number by the normal gravity value computed on the
 LH0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0383.degrees latitude (g = 980.6199 gals.).
 LH0383
 LH0383.The modeled gravity was interpolated from observed gravity values.
 LH0383
 LH0383;                    North         East    Units  Estimated Accuracy
 LH0383;SPC NE       -    52,040.      626,670.      MT  (+/- 180 meters Scaled)
 LH0383
 LH0383                          SUPERSEDED SURVEY CONTROL
 LH0383
 LH0383  NGVD 29 (??/??/92)  622.302  (m)         2041.67   (f) ADJ UNCH    1 2
 LH0383
 LH0383.Superseded values are not recommended for survey control.
 LH0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0383.See file dsdata.txt to determine how the superseded data were derived.
 LH0383
 LH0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK416603(NAD 83)
 LH0383_MARKER: Z = SEE DESCRIPTION
 LH0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0383_SP_SET: STONE POST
 LH0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0383+STABILITY: SURFACE MOTION
 LH0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0383+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 LH0383
 LH0383  HISTORY     - Date     Condition        Report By
 LH0383  HISTORY     - UNK      MONUMENTED       NEGS
 LH0383  HISTORY     - 1947     GOOD             NGS
 LH0383  HISTORY     - 20051105 GOOD             NEDR
 LH0383
 LH0383                          STATION DESCRIPTION
 LH0383
 LH0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0383'6.5 MI SW FROM BLUE HILL.
 LH0383'0.4 MILE EAST ALONG A PAVED STREET FROM THE CHICAGO, BURLINGTON
 LH0383'AND QUINCY RAILROAD STATION AT BLUE HILL, THENCE SOUTH 3.0
 LH0383'MILES ALONG U.S. HIGHWAY NO. 281, THENCE WEST 3.5 MILES ALONG
 LH0383'U.S. HIGHWAY NO. 281 AND STATE HIGHWAY NO. 4, NORTH OF AND
 LH0383'ACROSS THE HIGHWAY FROM A LARGE FARMHOUSE OWNED BY W.E. LAMBORN,
 LH0383'249.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN A
 LH0383'FENCE LINE, 43.3 FEET WEST OF TRIANGULATION STATION BLUE HILL,
 LH0383'2.5 FEET SOUTH OF A REFERENCE POST, SET ON THE HIGHEST GROUND
 LH0383'IN THE IMMEDIATE VICINITY, THE CENTER OF A CROSS CUT ON TOP OF A
 LH0383'STONE POST FLUSH WITH THE GROUND.
 LH0383
 LH0383                          STATION RECOVERY (2005)
 LH0383
 LH0383'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (GAT)
 LH0383'STATION WAS FOUND IN GOOD CONDITION 1 FOOT BELOW THE SURFACE IN A
 LH0383'NORTH-SOUTH GRASS RIDGE LINE (FORMER FENCE LINE) DIVIDING THE SE AND
 LH0383'SW QUARTERS OF SECTION 24, T4N, R11W, AND 250.0 FEET NORTH OF THE
 LH0383'CENTRLINE OF COMBINED US HIGHWAY 281 AND STATE HIGHWAY 4.
 LH0383' 
 LH0383'THE MARK IS A 8 INCH SQUARE WHITE MARBLE POST WITH CROSS CUT LINES
 LH0383'DIVIDING THE TOP SURFACE INTO FOUR QUADRANTS. THE LETTERS U S C S ARE
 LH0383'CUT INTO THE TOP SURFACE WITH ONE LETTER BEING IN EACH QUADRANT.
 LH0383' 
 LH0383'THIS MARK WAS ORIGINALLY SET AS TRIANGULATION STATION BLUE HILL IN
 LH0383'1898 AND WAS MOVED TO THE FENCE LINE IN 1935. AT THAT TIME THE MARBLE
 LH0383'POST WAS REDESIGNATED AS BENCH MARK NO. 1 FOR TRIANGULATION STATION
 LH0383'BLUE HILL. POINT FOUND BY JERRY PENRY AND GENE THOMSEN.
 LH0383' 
 LH0383'TO REACH THE STATION FROM THE INTERSECTION OF NORTH-SOUTH US HIGHWAY
 LH0383'281 AND EAST-WEST CASS STREET, LOCATED IN THE NORTHEASTERN CORNER OF
 LH0383'THE TOWN OF BLUE HILL,  GO SOUTH ON US HIGHWAY 281 FOR 3.0 MILES TO
 LH0383'THE JUNCTION WITH STATE HIGHWAY 4. THEN GO WEST 3.5 MILES ON COMBINED
 LH0383'US HIGHWAY 281 AND 4 TO THE STATION LOCATED ON A SMALL HILL 250 FEET
 LH0383'NORTH OF THE CENTERLINE OF THE HIGHWAY AND IN THE NORTH-SOUTH RIDGE
 LH0383'LINE.
 LH0383' 
 LH0383'DISTANCES (EDM) TO NEARBY STATIONS ARE, EAST 43.27' TO TRIANGULATION
 LH0383'STATION BLUE HILL, SOUTH 145.04 FEET TO REFERENCE MARK NO. 3 A
 LH0383'STANDARD CARSONITE MARKER POST WAS PLACED 1.5 FEET NORTH OF THE
 LH0383'MARKER. ALSO A ONE-HALF INCH REINFORCING ROD 24 INCHS LONG WAS DRIVE
 LH0383'ON THE NORTH SIDE OF THE MARBLE POST TO AID IN FUTURE LOCATING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1133 ***********************************************************************
 NM1133  DESIGNATION -  G 40
 NM1133  PID         -  NM1133
 NM1133  STATE/COUNTY-  NE/CEDAR
 NM1133  USGS QUAD   -  COLERIDGE (1968)
 NM1133
 NM1133                         *CURRENT SURVEY CONTROL
 NM1133  ___________________________________________________________________
 NM1133* NAD 83(1986)-  42 32 24.     (N)    097 13 58.     (W)     SCALED    
 NM1133* NAVD 88     -       452.598  (meters)    1484.90   (feet)  ADJUSTED  
 NM1133  ___________________________________________________________________
 NM1133  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 NM1133  DYNAMIC HT  -         452.436 (meters)    1484.37  (feet)  COMP
 NM1133  MODELED GRAV-     980,248.9   (mgal)                       NAVD 88
 NM1133
 NM1133  VERT ORDER  -  SECOND    CLASS 0
 NM1133
 NM1133.The horizontal coordinates were scaled from a topographic map and have
 NM1133.an estimated accuracy of +/- 6 seconds.
 NM1133
 NM1133.The orthometric height was determined by differential leveling
 NM1133.and adjusted by the National Geodetic Survey in June 1991..
 NM1133
 NM1133.The geoid height was determined by GEOID03.
 NM1133
 NM1133.The dynamic height is computed by dividing the NAVD 88
 NM1133.geopotential number by the normal gravity value computed on the
 NM1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1133.degrees latitude (g = 980.6199 gals.).
 NM1133
 NM1133.The modeled gravity was interpolated from observed gravity values.
 NM1133
 NM1133;                    North         East    Units  Estimated Accuracy
 NM1133;SPC NE       -   304,160.      727,240.      MT  (+/- 180 meters Scaled)
 NM1133
 NM1133                          SUPERSEDED SURVEY CONTROL
 NM1133
 NM1133  NGVD 29 (??/??/92)  452.386  (m)         1484.20   (f) ADJ UNCH    2 0
 NM1133
 NM1133.Superseded values are not recommended for survey control.
 NM1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1133.See file dsdata.txt to determine how the superseded data were derived.
 NM1133
 NM1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN451112(NAD 83)
 NM1133_MARKER: DB = BENCH MARK DISK
 NM1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1133_STAMPING: G-40--1934
 NM1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1133+STABILITY: SURFACE MOTION
 NM1133
 NM1133  HISTORY     - Date     Condition        Report By
 NM1133  HISTORY     - 1934     MONUMENTED       CGS
 NM1133
 NM1133                          STATION DESCRIPTION
 NM1133
 NM1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1133'6.9 MI SE FROM HARTINGTON.
 NM1133'6.9 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM1133'AND OMAHA RAILWAY FROM THE STATION AT HARTINGTON, CEDAR COUNTY,
 NM1133'35 YARDS SOUTHEAST OF A SECTION-LINE ROAD CROSSING, 38.9 FEET
 NM1133'NORTHEAST OF THE NORTHEAST RAIL, 44.3 FEET SOUTHEAST OF A FENCE
 NM1133'CORNER, AND 12.2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 NM1133'A STANDARD DISK, STAMPED G 40 1934 AND SET IN THE TOP OF A
 NM1133'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0549 ***********************************************************************
 NP0549  DESIGNATION -  G 416
 NP0549  PID         -  NP0549
 NP0549  STATE/COUNTY-  NE/DAWES
 NP0549  USGS QUAD   -  HORN (1980)
 NP0549
 NP0549                         *CURRENT SURVEY CONTROL
 NP0549  ___________________________________________________________________
 NP0549* NAD 83(1986)-  42 47 36.     (N)    103 27 49.     (W)     SCALED    
 NP0549* NAVD 88     -      1118.451  (meters)    3669.45   (feet)  ADJUSTED  
 NP0549  ___________________________________________________________________
 NP0549  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 NP0549  DYNAMIC HT  -        1117.879 (meters)    3667.57  (feet)  COMP
 NP0549  MODELED GRAV-     980,070.6   (mgal)                       NAVD 88
 NP0549
 NP0549  VERT ORDER  -  FIRST     CLASS II
 NP0549
 NP0549.The horizontal coordinates were scaled from a topographic map and have
 NP0549.an estimated accuracy of +/- 6 seconds.
 NP0549
 NP0549.The orthometric height was determined by differential leveling
 NP0549.and adjusted by the National Geodetic Survey in June 1991..
 NP0549
 NP0549.The geoid height was determined by GEOID03.
 NP0549
 NP0549.The dynamic height is computed by dividing the NAVD 88
 NP0549.geopotential number by the normal gravity value computed on the
 NP0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0549.degrees latitude (g = 980.6199 gals.).
 NP0549
 NP0549.The modeled gravity was interpolated from observed gravity values.
 NP0549
 NP0549;                    North         East    Units  Estimated Accuracy
 NP0549;SPC NE       -   334,340.      216,730.      MT  (+/- 180 meters Scaled)
 NP0549
 NP0549                          SUPERSEDED SURVEY CONTROL
 NP0549
 NP0549.No superseded survey control is available for this station.
 NP0549
 NP0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH256390(NAD 83)
 NP0549_MARKER: I = METAL ROD
 NP0549_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0549_SP_SET: STAINLESS STEEL ROD
 NP0549_STAMPING: G 416 1985
 NP0549_MARK LOGO: NGS   
 NP0549_PROJECTION: FLUSH
 NP0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0549_ROD/PIPE-DEPTH: 12.2 meters
 NP0549
 NP0549  HISTORY     - Date     Condition        Report By
 NP0549  HISTORY     - 1985     MONUMENTED       NGS
 NP0549
 NP0549                          STATION DESCRIPTION
 NP0549
 NP0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0549'16.8 KM (10.45 MI) NORTH FROM CRAWFORD.
 NP0549'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0549'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0549'ALONG STATE ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL
 NP0549'ROAD, THENCE 3.7 KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16
 NP0549'KM 0.1 MI) EAST ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN
 NP0549'RAILROAD CROSSING, THENCE 5.0 KM 3.1 MI) NORTH-NORTHWEST ALONG THE
 NP0549'EAST SIDE OF THE TRACKS ON A GRAVEL ROAD, 10.7 METERS (35 FT)
 NP0549'SOUTHWEST OF THE CENTER OF THE ROAD, 31.9 METERS (104.5 FT)
 NP0549'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A RAILROAD SWITCH BOX AND
 NP0549'0.6 METER (2 FT) SOUTHWEST OF A POWER POLE.  NOTE--ACCESS TO DATUM
 NP0549'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0549'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NP0549'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0340 ***********************************************************************
 MN0340  DESIGNATION -  G 417
 MN0340  PID         -  MN0340
 MN0340  STATE/COUNTY-  NE/MORRILL
 MN0340  USGS QUAD   -  ANGORA NE (1965)
 MN0340
 MN0340                         *CURRENT SURVEY CONTROL
 MN0340  ___________________________________________________________________
 MN0340* NAD 83(1986)-  41 56 17.     (N)    103 01 29.     (W)     SCALED    
 MN0340* NAVD 88     -      1270.579  (meters)    4168.56   (feet)  ADJUSTED  
 MN0340  ___________________________________________________________________
 MN0340  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 MN0340  DYNAMIC HT  -        1269.795 (meters)    4165.99  (feet)  COMP
 MN0340  MODELED GRAV-     979,961.1   (mgal)                       NAVD 88
 MN0340
 MN0340  VERT ORDER  -  FIRST     CLASS II
 MN0340
 MN0340.The horizontal coordinates were scaled from a topographic map and have
 MN0340.an estimated accuracy of +/- 6 seconds.
 MN0340
 MN0340.The orthometric height was determined by differential leveling
 MN0340.and adjusted by the National Geodetic Survey in June 1991..
 MN0340
 MN0340.The geoid height was determined by GEOID03.
 MN0340
 MN0340.The dynamic height is computed by dividing the NAVD 88
 MN0340.geopotential number by the normal gravity value computed on the
 MN0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0340.degrees latitude (g = 980.6199 gals.).
 MN0340
 MN0340.The modeled gravity was interpolated from observed gravity values.
 MN0340
 MN0340;                    North         East    Units  Estimated Accuracy
 MN0340;SPC NE       -   238,070.      249,290.      MT  (+/- 180 meters Scaled)
 MN0340
 MN0340                          SUPERSEDED SURVEY CONTROL
 MN0340
 MN0340.No superseded survey control is available for this station.
 MN0340
 MN0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG637447(NAD 83)
 MN0340_MARKER: I = METAL ROD
 MN0340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0340_SP_SET: STAINLESS STEEL ROD
 MN0340_STAMPING: G 417 1985
 MN0340_MARK LOGO: NGS   
 MN0340_PROJECTION: FLUSH
 MN0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0340_ROD/PIPE-DEPTH: 13.4 meters
 MN0340
 MN0340  HISTORY     - Date     Condition        Report By
 MN0340  HISTORY     - 1985     MONUMENTED       NGS
 MN0340
 MN0340                          STATION DESCRIPTION
 MN0340
 MN0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0340'12.8 KM (7.95 MI) NE FROM ANGORA.
 MN0340'0.08 KM (0.05 MI) EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 MN0340'ANGORA, THENCE 12.71 KM (7.9 MI) NORTHEAST ALONG US HIGHWAY 385, NEAR
 MN0340'THE T JUNCTION OF A ROAD LEADING SOUTHEAST TO THE HALL RANCH,
 MN0340'20.6 METERS (67.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 9.1 METERS
 MN0340'(30 FT) NORTHWEST OF THE CENTER OF OLD STATE HIGHWAY 19, 17.9 METERS
 MN0340'(58.8 FT) EAST OF THE NORTHEAST END OF A WIRE GATE, 6.7 METERS (22 FT)
 MN0340'SOUTHEAST OF A FENCE, 1.3 METERS (4.3 FT) NORTHEAST OF A TELEPHONE
 MN0340'POLE AND ABOUT 200 FEET NORTHEAST OF THE EXTENDED CENTER OF THE ROAD
 MN0340'LEADING SOUTHEAST TO THE RANCH.  NOTE--ACCESS TO DATUM POINT IS HAD
 MN0340'THROUGH A 5-INCH LOGO CAP.
 MN0340'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MN0340'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0371 ***********************************************************************
 MN0371  DESIGNATION -  G 418
 MN0371  PID         -  MN0371
 MN0371  STATE/COUNTY-  NE/CHEYENNE
 MN0371  USGS QUAD   -  GURLEY (1972)
 MN0371
 MN0371                         *CURRENT SURVEY CONTROL
 MN0371  ___________________________________________________________________
 MN0371* NAD 83(1986)-  41 21 18.     (N)    102 58 23.     (W)     SCALED    
 MN0371* NAVD 88     -      1300.059  (meters)    4265.28   (feet)  ADJUSTED  
 MN0371  ___________________________________________________________________
 MN0371  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 MN0371  DYNAMIC HT  -        1299.152 (meters)    4262.30  (feet)  COMP
 MN0371  MODELED GRAV-     979,880.5   (mgal)                       NAVD 88
 MN0371
 MN0371  VERT ORDER  -  FIRST     CLASS II
 MN0371
 MN0371.The horizontal coordinates were scaled from a topographic map and have
 MN0371.an estimated accuracy of +/- 6 seconds.
 MN0371
 MN0371.The orthometric height was determined by differential leveling
 MN0371.and adjusted by the National Geodetic Survey in June 1991..
 MN0371
 MN0371.The geoid height was determined by GEOID03.
 MN0371
 MN0371.The dynamic height is computed by dividing the NAVD 88
 MN0371.geopotential number by the normal gravity value computed on the
 MN0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0371.degrees latitude (g = 980.6199 gals.).
 MN0371
 MN0371.The modeled gravity was interpolated from observed gravity values.
 MN0371
 MN0371;                    North         East    Units  Estimated Accuracy
 MN0371;SPC NE       -   173,220.      251,340.      MT  (+/- 180 meters Scaled)
 MN0371
 MN0371                          SUPERSEDED SURVEY CONTROL
 MN0371
 MN0371.No superseded survey control is available for this station.
 MN0371
 MN0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF695801(NAD 83)
 MN0371_MARKER: I = METAL ROD
 MN0371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0371_SP_SET: STAINLESS STEEL ROD
 MN0371_STAMPING: G 418 1985
 MN0371_MARK LOGO: NGS   
 MN0371_PROJECTION: FLUSH
 MN0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0371_ROD/PIPE-DEPTH: 4.9  meters
 MN0371
 MN0371  HISTORY     - Date     Condition        Report By
 MN0371  HISTORY     - 1985     MONUMENTED       NGS
 MN0371
 MN0371                          STATION DESCRIPTION
 MN0371
 MN0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0371'5.9 KM (3.65 MI) SOUTH FROM DALTON.
 MN0371'5.9 KM (3.65 MI) SOUTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0371'DALTON, ALSO 3.8 KM (2.4 MI) NORTH OF GURLEY, AT THE BURLINGTON
 MN0371'NORTHERN RAILROAD SIGNAL 602, 21.0 METERS (69 FT) WEST OF THE HIGHWAY
 MN0371'CENTERLINE, 13.7 METERS (44.8 FT) EAST OF THE EAST RAIL, 6.1 METERS
 MN0371'(20 FT) SOUTH OF A GUYED POWER POLE WITH A TRANSFORMER, 13.7 METERS
 MN0371'(45 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SIGNAL AND 2.1 METERS
 MN0371'(7 FT) NORTH OF A GUY ANCHOR.  NOTE--ACCESS TO DATUM POINT IS HAD
 MN0371'THROUGH A 5-INCH LOGO CAP.
 MN0371'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MN0371'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0394 ***********************************************************************
 MN0394  DESIGNATION -  G 422
 MN0394  PID         -  MN0394
 MN0394  STATE/COUNTY-  NE/DEUEL
 MN0394  USGS QUAD   -  BIG SPRINGS (1961)
 MN0394
 MN0394                         *CURRENT SURVEY CONTROL
 MN0394  ___________________________________________________________________
 MN0394* NAD 83(1986)-  41 03 42.     (N)    102 04 30.     (W)     SCALED    
 MN0394* NAVD 88     -      1026.967  (meters)    3369.31   (feet)  ADJUSTED  
 MN0394  ___________________________________________________________________
 MN0394  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 MN0394  DYNAMIC HT  -        1026.305 (meters)    3367.14  (feet)  COMP
 MN0394  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 MN0394
 MN0394  VERT ORDER  -  FIRST     CLASS II
 MN0394
 MN0394.The horizontal coordinates were scaled from a topographic map and have
 MN0394.an estimated accuracy of +/- 6 seconds.
 MN0394
 MN0394.The orthometric height was determined by differential leveling
 MN0394.and adjusted by the National Geodetic Survey in June 1991..
 MN0394
 MN0394.The geoid height was determined by GEOID03.
 MN0394
 MN0394.The dynamic height is computed by dividing the NAVD 88
 MN0394.geopotential number by the normal gravity value computed on the
 MN0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0394.degrees latitude (g = 980.6199 gals.).
 MN0394
 MN0394.The modeled gravity was interpolated from observed gravity values.
 MN0394
 MN0394;                    North         East    Units  Estimated Accuracy
 MN0394;SPC NE       -   138,470.      325,650.      MT  (+/- 180 meters Scaled)
 MN0394
 MN0394                          SUPERSEDED SURVEY CONTROL
 MN0394
 MN0394  NGVD 29 (02/14/92) 1026.506  (m)         3367.80   (f) ADJUSTED    1 2
 MN0394
 MN0394.Superseded values are not recommended for survey control.
 MN0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0394.See file dsdata.txt to determine how the superseded data were derived.
 MN0394
 MN0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF457497(NAD 83)
 MN0394_MARKER: I = METAL ROD
 MN0394_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MN0394_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MN0394_STAMPING: G 422 1986
 MN0394_MARK LOGO: NGS   
 MN0394_PROJECTION: FLUSH
 MN0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MN0394+STABILITY: POSITION/ELEVATION WELL
 MN0394_ROD/PIPE-DEPTH: 8.5  meters
 MN0394_SLEEVE-DEPTH  : 6.1 meters
 MN0394
 MN0394  HISTORY     - Date     Condition        Report By
 MN0394  HISTORY     - 1986     MONUMENTED       NGS
 MN0394
 MN0394                          STATION DESCRIPTION
 MN0394
 MN0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0394'IN BIG SPRINGS.
 MN0394'IN BIG SPRINGS, AT THE NORTH EDGE OF A SMALL CITY PARK (EIKER PARK),
 MN0394'AT A SAM BASS HISTORICAL MARKER, 13.7 METERS (45 FT) SOUTH OF THE
 MN0394'CENTERLINE OF US HIGHWAY 138, 4.0 METERS (13.2 FT) NORTH OF THE WEST
 MN0394'SUPPORT LEG OF THE MARKER, 8.8 METERS (29 FT) SOUTH OF A GUYED POWER
 MN0394'POLE WITH A STREET LITE, 2.9 METERS (9.4 FT) SOUTHEAST OF A WOODEN
 MN0394'GUARD RAIL POST, 2.2 METERS (7.1 FT) SOUTHWEST OF A WOODEN GUARD RAIL
 MN0394'POST, 21.0 METERS (68.6 FT) NORTHEAST OF A VERTICAL WATER SPIGOT AND
 MN0394'4.6 METERS (15 FT) SOUTHEAST OF A TRIPLE TRUNK 60-INCH MAPLE TREE.
 MN0394'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0394'THE MARK IS 0.15 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0956 ***********************************************************************
 LH0956  DESIGNATION -  G 423
 LH0956  PID         -  LH0956
 LH0956  STATE/COUNTY-  NE/FURNAS
 LH0956  USGS QUAD   -  HENDLEY (1958)
 LH0956
 LH0956                         *CURRENT SURVEY CONTROL
 LH0956  ___________________________________________________________________
 LH0956* NAD 83(1986)-  40 07 51.     (N)    099 53 39.     (W)     SCALED    
 LH0956* NAVD 88     -       684.450  (meters)    2245.57   (feet)  ADJUSTED  
 LH0956  ___________________________________________________________________
 LH0956  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 LH0956  DYNAMIC HT  -         684.012 (meters)    2244.13  (feet)  COMP
 LH0956  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 LH0956
 LH0956  VERT ORDER  -  FIRST     CLASS II
 LH0956
 LH0956.The horizontal coordinates were scaled from a topographic map and have
 LH0956.an estimated accuracy of +/- 6 seconds.
 LH0956
 LH0956.The orthometric height was determined by differential leveling
 LH0956.and adjusted by the National Geodetic Survey in June 1991..
 LH0956
 LH0956.The geoid height was determined by GEOID03.
 LH0956
 LH0956.The dynamic height is computed by dividing the NAVD 88
 LH0956.geopotential number by the normal gravity value computed on the
 LH0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0956.degrees latitude (g = 980.6199 gals.).
 LH0956
 LH0956.The modeled gravity was interpolated from observed gravity values.
 LH0956
 LH0956;                    North         East    Units  Estimated Accuracy
 LH0956;SPC NE       -    33,040.      509,020.      MT  (+/- 180 meters Scaled)
 LH0956
 LH0956                          SUPERSEDED SURVEY CONTROL
 LH0956
 LH0956  NGVD 29 (02/14/92)  684.168  (m)         2244.64   (f) ADJUSTED    1 2
 LH0956
 LH0956.Superseded values are not recommended for survey control.
 LH0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0956.See file dsdata.txt to determine how the superseded data were derived.
 LH0956
 LH0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK238426(NAD 83)
 LH0956_MARKER: I = METAL ROD
 LH0956_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0956_SP_SET: STAINLESS STEEL ROD
 LH0956_STAMPING: G 423 1986
 LH0956_MARK LOGO: NGS   
 LH0956_PROJECTION: FLUSH
 LH0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0956_ROD/PIPE-DEPTH: 18.3 meters
 LH0956
 LH0956  HISTORY     - Date     Condition        Report By
 LH0956  HISTORY     - 1986     MONUMENTED       NGS
 LH0956
 LH0956                          STATION DESCRIPTION
 LH0956
 LH0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0956'19.6 KM (12.2 MI) SOUTH FROM ARAPAHOE.
 LH0956'19.65 KM (12.3 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0956'HIGHWAYS 6 NAD 34 AT ARAPAHOE, IN THE SOUTHWEST CORNER OF THE JUNCTION
 LH0956'OF STATE HIGHWAY 89, 29.5 METERS (97 FT) WEST OF THE US HIGHWAY
 LH0956'CENTERLINE, 86.8 METERS (295 FT) SOUTHWEST ACROSS THE JUNCTION FROM
 LH0956'MILEPOST 9, 44.3 METERS (145.5 FT) SOUTH OF THE STATE HIGHWAY
 LH0956'CENTERLINE, 13.7 METERS (45 FT) SOUTH OF A POWER POLE FOR THE
 LH0956'SOUTHWEST END OF A POWER LINE CROSSING, 14.6 METERS (48 FT) NORTH OF A
 LH0956'CONCRETE RIGHT OF WAY POST AND 0.3 METER (1 FT) EAST OF THE RIGHT OF
 LH0956'WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LH0956'CAP.
 LH0956'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0956'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0317 ***********************************************************************
 MM0317  DESIGNATION -  G 424
 MM0317  PID         -  MM0317
 MM0317  STATE/COUNTY-  NE/LINCOLN
 MM0317  USGS QUAD   -  SUTHERLAND RESERVOIR NW (1971)
 MM0317
 MM0317                         *CURRENT SURVEY CONTROL
 MM0317  ___________________________________________________________________
 MM0317* NAD 83(1986)-  41 09 09.     (N)    101 10 42.     (W)     SCALED    
 MM0317* NAVD 88     -       911.139  (meters)    2989.30   (feet)  ADJUSTED  
 MM0317  ___________________________________________________________________
 MM0317  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 MM0317  DYNAMIC HT  -         910.586 (meters)    2987.48  (feet)  COMP
 MM0317  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 MM0317
 MM0317  VERT ORDER  -  FIRST     CLASS II
 MM0317
 MM0317.The horizontal coordinates were scaled from a topographic map and have
 MM0317.an estimated accuracy of +/- 6 seconds.
 MM0317
 MM0317.The orthometric height was determined by differential leveling
 MM0317.and adjusted by the National Geodetic Survey in June 1991..
 MM0317
 MM0317.The geoid height was determined by GEOID03.
 MM0317
 MM0317.The dynamic height is computed by dividing the NAVD 88
 MM0317.geopotential number by the normal gravity value computed on the
 MM0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0317.degrees latitude (g = 980.6199 gals.).
 MM0317
 MM0317.The modeled gravity was interpolated from observed gravity values.
 MM0317
 MM0317;                    North         East    Units  Estimated Accuracy
 MM0317;SPC NE       -   147,140.      401,130.      MT  (+/- 180 meters Scaled)
 MM0317
 MM0317                          SUPERSEDED SURVEY CONTROL
 MM0317
 MM0317  NGVD 29 (02/14/92)  910.740  (m)         2987.99   (f) ADJUSTED    1 2
 MM0317
 MM0317.Superseded values are not recommended for survey control.
 MM0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0317.See file dsdata.txt to determine how the superseded data were derived.
 MM0317
 MM0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL172579(NAD 83)
 MM0317_MARKER: I = METAL ROD
 MM0317_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0317_SP_SET: STAINLESS STEEL ROD
 MM0317_STAMPING: G 424 1986
 MM0317_MARK LOGO: NGS   
 MM0317_PROJECTION: FLUSH
 MM0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0317_ROD/PIPE-DEPTH: 15.5 meters
 MM0317
 MM0317  HISTORY     - Date     Condition        Report By
 MM0317  HISTORY     - 1986     MONUMENTED       NGS
 MM0317
 MM0317                          STATION DESCRIPTION
 MM0317
 MM0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0317'4.2 KM (2.6 MI) WEST FROM SUTHERLAND.
 MM0317'4.20 KM (2.63 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0317'HIGHWAY 25 SOUTH AT SUTHERLAND, 30.5 METERS (100 FT) SOUTH OF THE
 MM0317'HIGHWAY CENTERLINE, 55.2 METERS (181 FT) WEST OF A 36-INCH PIPE
 MM0317'CULVERT, 33.5 METERS (110 FT) SOUTHWEST OF MILEPOST 155, 10.9 METERS
 MM0317'(36 FT) NORTH OF THE NORTH RAIL AND 0.60 METER (2 FT) EAST OF A POWER
 MM0317'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0317'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0317'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0985 ***********************************************************************
 LH0985  DESIGNATION -  G 425
 LH0985  PID         -  LH0985
 LH0985  STATE/COUNTY-  NE/GOSPER
 LH0985  USGS QUAD   -  JOHNSON LAKE (1983)
 LH0985
 LH0985                         *CURRENT SURVEY CONTROL
 LH0985  ___________________________________________________________________
 LH0985* NAD 83(1986)-  40 40 54.     (N)    099 49 41.     (W)     SCALED    
 LH0985* NAVD 88     -       800.384  (meters)    2625.93   (feet)  ADJUSTED  
 LH0985  ___________________________________________________________________
 LH0985  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 LH0985  DYNAMIC HT  -         799.895 (meters)    2624.32  (feet)  COMP
 LH0985  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 LH0985
 LH0985  VERT ORDER  -  FIRST     CLASS II
 LH0985
 LH0985.The horizontal coordinates were scaled from a topographic map and have
 LH0985.an estimated accuracy of +/- 6 seconds.
 LH0985
 LH0985.The orthometric height was determined by differential leveling
 LH0985.and adjusted by the National Geodetic Survey in June 1991..
 LH0985
 LH0985.The geoid height was determined by GEOID03.
 LH0985
 LH0985.The dynamic height is computed by dividing the NAVD 88
 LH0985.geopotential number by the normal gravity value computed on the
 LH0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0985.degrees latitude (g = 980.6199 gals.).
 LH0985
 LH0985.The modeled gravity was interpolated from observed gravity values.
 LH0985
 LH0985;                    North         East    Units  Estimated Accuracy
 LH0985;SPC NE       -    94,200.      514,530.      MT  (+/- 180 meters Scaled)
 LH0985
 LH0985                          SUPERSEDED SURVEY CONTROL
 LH0985
 LH0985  NGVD 29 (02/14/92)  800.094  (m)         2624.98   (f) ADJUSTED    1 2
 LH0985
 LH0985.Superseded values are not recommended for survey control.
 LH0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0985.See file dsdata.txt to determine how the superseded data were derived.
 LH0985
 LH0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML300037(NAD 83)
 LH0985_MARKER: I = METAL ROD
 LH0985_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH0985_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LH0985_STAMPING: G 425 1986
 LH0985_MARK LOGO: NGS   
 LH0985_PROJECTION: FLUSH
 LH0985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0985+STABILITY: POSITION/ELEVATION WELL
 LH0985_ROD/PIPE-DEPTH: 18.2 meters
 LH0985_SLEEVE-DEPTH  : 9.1 meters
 LH0985
 LH0985  HISTORY     - Date     Condition        Report By
 LH0985  HISTORY     - 1986     MONUMENTED       NGS
 LH0985
 LH0985                          STATION DESCRIPTION
 LH0985
 LH0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0985'11.5 KM (7.15 MI) NORTH FROM ELWOOD.
 LH0985'11.49 KM (7.18 MI) NORTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0985'COURTHOUSE AT ELWOOD, IN THE WEST CORNER OF THE Y JUNCTION OF A PAVED
 LH0985'ROAD, AT THE WEST CORNER OF A JOHNSON LAKE RECREATION AREA, 21.3
 LH0985'METERS (70 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 41.4 METERS (136
 LH0985'FT) NORTH ACROSS THE HIGHWAY FROM MILEPOST 48, 29.8 METERS (98 FT)
 LH0985'WEST OF THE CENTER OF THE ROAD AND 1.2 METERS (4 FT) SOUTHWEST OF THE
 LH0985'SOUTHEAST 1 OF 2 RIGHT OF WAY MARKERS.  NOTE--ACCESS TO DATUM POINT IS
 LH0985'HAD THROUGH A 5-INCH LOGO CAP.
 LH0985'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0985'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0346 ***********************************************************************
 LJ0346  DESIGNATION -  G 426
 LJ0346  PID         -  LJ0346
 LJ0346  STATE/COUNTY-  NE/DAWSON
 LJ0346  USGS QUAD   -  GOTHENBURG SE (1970)
 LJ0346
 LJ0346                         *CURRENT SURVEY CONTROL
 LJ0346  ___________________________________________________________________
 LJ0346* NAD 83(1986)-  40 52 18.     (N)    100 01 32.     (W)     SCALED    
 LJ0346* NAVD 88     -       763.354  (meters)    2504.44   (feet)  ADJUSTED  
 LJ0346  ___________________________________________________________________
 LJ0346  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 LJ0346  DYNAMIC HT  -         762.905 (meters)    2502.96  (feet)  COMP
 LJ0346  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 LJ0346
 LJ0346  VERT ORDER  -  FIRST     CLASS II
 LJ0346
 LJ0346.The horizontal coordinates were scaled from a topographic map and have
 LJ0346.an estimated accuracy of +/- 6 seconds.
 LJ0346
 LJ0346.The orthometric height was determined by differential leveling
 LJ0346.and adjusted by the National Geodetic Survey in June 1991..
 LJ0346
 LJ0346.The geoid height was determined by GEOID03.
 LJ0346
 LJ0346.The dynamic height is computed by dividing the NAVD 88
 LJ0346.geopotential number by the normal gravity value computed on the
 LJ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0346.degrees latitude (g = 980.6199 gals.).
 LJ0346
 LJ0346.The modeled gravity was interpolated from observed gravity values.
 LJ0346
 LJ0346;                    North         East    Units  Estimated Accuracy
 LJ0346;SPC NE       -   115,280.      497,850.      MT  (+/- 180 meters Scaled)
 LJ0346
 LJ0346                          SUPERSEDED SURVEY CONTROL
 LJ0346
 LJ0346  NGVD 29 (02/14/92)  763.050  (m)         2503.44   (f) ADJUSTED    1 2
 LJ0346
 LJ0346.Superseded values are not recommended for survey control.
 LJ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0346.See file dsdata.txt to determine how the superseded data were derived.
 LJ0346
 LJ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML135250(NAD 83)
 LJ0346_MARKER: F = FLANGE-ENCASED ROD
 LJ0346_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0346_SP_SET: STAINLESS STEEL ROD
 LJ0346_STAMPING: G 426 1986
 LJ0346_MARK LOGO: NGS   
 LJ0346_PROJECTION: FLUSH
 LJ0346_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LJ0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0346_ROD/PIPE-DEPTH: 10.4 meters
 LJ0346
 LJ0346  HISTORY     - Date     Condition        Report By
 LJ0346  HISTORY     - 1986     MONUMENTED       NGS
 LJ0346  HISTORY     - 19990311 GOOD             LOCSUR
 LJ0346
 LJ0346                          STATION DESCRIPTION
 LJ0346
 LJ0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0346'3.7 KM (2.3 MI) NW FROM COZAD.
 LJ0346'3.73 KM (2.3 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC
 LJ0346'RAILROAD STATION AT COZAD, 0.77 KM (0.48 MI) NORTHWEST OF MILEPOST
 LJ0346'222, 26.1 METERS (85.6 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 13.5
 LJ0346'METERS (44.4 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET
 LJ0346'OF TRACKS OF THE UNUION PACIFIC RAILROAD, 10.9 METERS (35.8 FT)
 LJ0346'EAST-NORTHEAST OF A RAILROAD SIGNAL CONTROL BOX 240.6 AND 1.7 METERS
 LJ0346'(5.5 FT) NORTHWEST OF A TWIN BRACED TELEPHONE POLES.  NOTE--ACCESS TO
 LJ0346'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0346'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LJ0346'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LJ0346
 LJ0346                          STATION RECOVERY (1999)
 LJ0346
 LJ0346'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (UKN)
 LJ0346'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LJ0346'CONSTRUCTION.  BENCH MARK G 426 RESET, IN 1999, HAS BEEN ESTABLISHED
 LJ0346'NEARBY.  FOR ADDITIONAL DETAILS SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9328 ***********************************************************************
 AI9328  DESIGNATION -  G 426 RESET
 AI9328  PID         -  AI9328
 AI9328  STATE/COUNTY-  NE/DAWSON
 AI9328  USGS QUAD   -  GOTHENBURG SE (1970)
 AI9328
 AI9328                         *CURRENT SURVEY CONTROL
 AI9328  ___________________________________________________________________
 AI9328* NAD 83(1986)-  40 52 18.     (N)    100 01 32.     (W)     SCALED    
 AI9328* NAVD 88     -       763.20   (meters)    2503.9    (feet)  RESET     
 AI9328  ___________________________________________________________________
 AI9328  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AI9328
 AI9328  VERT ORDER  -  THIRD
 AI9328
 AI9328.The horizontal coordinates were scaled from a topographic map and have
 AI9328.an estimated accuracy of +/- 6 seconds.
 AI9328
 AI9328.The orthometric height was computed from unverified reset data.
 AI9328.No vertical observational check was made to the station.
 AI9328
 AI9328.The geoid height was determined by GEOID03.
 AI9328
 AI9328;                    North         East    Units  Estimated Accuracy
 AI9328;SPC NE       -   115,280.      497,850.      MT  (+/- 180 meters Scaled)
 AI9328
 AI9328                          SUPERSEDED SURVEY CONTROL
 AI9328
 AI9328.No superseded survey control is available for this station.
 AI9328
 AI9328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML135250(NAD 83)
 AI9328_MARKER: DV = VERTICAL CONTROL DISK
 AI9328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9328_STAMPING: G 426 RESET 1999
 AI9328_MARK LOGO: NGS   
 AI9328_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI9328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9328+STABILITY: SURFACE MOTION
 AI9328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9328+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9328
 AI9328  HISTORY     - Date     Condition        Report By
 AI9328  HISTORY     - 1999     MONUMENTED       LOCSUR
 AI9328
 AI9328                          STATION DESCRIPTION
 AI9328
 AI9328'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (UNK)
 AI9328'TO REACH FROM THE INTERSECTION OF U.S.  HIGHWAY 30 AND F STREET, AT
 AI9328'THE UNION PACIFIC RAILROAD STATION IN COZAD, GO WEST ON HIGHWAY 30 AND
 AI9328'ALONG THE RAILROAD TRACKS FOR 2.3 MI (3.7 KM) TO THE MARK ON THE LEFT,
 AI9328'ON RAILROAD RIGHT-OF-WAY AND IN THE NW1/4, SEC2, T10N, R24W. IT IS
 AI9328'346.6 FT (105.6 M) SOUTHEAST OF RAILROAD SIGNAL LIGHT NUMBERED 2407.3,
 AI9328'260 FT (79.2 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AI9328'67.62 FT (20.61 M) SOUTH-SOUTHWEST OF THE SOUTHERNMOST RAIL OF 4 SETS
 AI9328'OF TRACKS, 1.61 FT (0.49 M) NORTH-NORTHWEST OF A NAIL IN A WOODEN
 AI9328'BRACE POST IN THE RIGHT-OF-WAY FENCE, 1.19 FT (0.36 M) NORTH-NORTHEAST
 AI9328'OF A WITNESS POST AND THE FENCE, SET INTO THE TOP OF A 1 X 1 FOOT,
 AI9328'(0.3 M) SQUARE, CONCRETE MONUMENT THAT PROJECTS 03. FOOT (0.9 M) ABOVE
 AI9328'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2124 ***********************************************************************
 MK2124  DESIGNATION -  G 428
 MK2124  PID         -  MK2124
 MK2124  STATE/COUNTY-  NE/DOUGLAS
 MK2124  USGS QUAD   -  IRVINGTON (1984)
 MK2124
 MK2124                         *CURRENT SURVEY CONTROL
 MK2124  ___________________________________________________________________
 MK2124* NAD 83(1986)-  41 18 25.     (N)    096 04 20.     (W)     SCALED    
 MK2124* NAVD 88     -       360.175  (meters)    1181.67   (feet)  ADJUSTED  
 MK2124  ___________________________________________________________________
 MK2124  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 MK2124  DYNAMIC HT  -         360.018 (meters)    1181.16  (feet)  COMP
 MK2124  MODELED GRAV-     980,176.4   (mgal)                       NAVD 88
 MK2124
 MK2124  VERT ORDER  -  FIRST     CLASS II
 MK2124
 MK2124.The horizontal coordinates were scaled from a topographic map and have
 MK2124.an estimated accuracy of +/- 6 seconds.
 MK2124
 MK2124.The orthometric height was determined by differential leveling
 MK2124.and adjusted by the National Geodetic Survey in June 1991..
 MK2124
 MK2124.The geoid height was determined by GEOID03.
 MK2124
 MK2124.The dynamic height is computed by dividing the NAVD 88
 MK2124.geopotential number by the normal gravity value computed on the
 MK2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2124.degrees latitude (g = 980.6199 gals.).
 MK2124
 MK2124.The modeled gravity was interpolated from observed gravity values.
 MK2124
 MK2124;                    North         East    Units  Estimated Accuracy
 MK2124;SPC NE       -   171,080.      828,700.      MT  (+/- 180 meters Scaled)
 MK2124
 MK2124                          SUPERSEDED SURVEY CONTROL
 MK2124
 MK2124.No superseded survey control is available for this station.
 MK2124
 MK2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL450769(NAD 83)
 MK2124_MARKER: DV = VERTICAL CONTROL DISK
 MK2124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK2124_SP_SET: FOOTING
 MK2124_STAMPING: G 428 1989
 MK2124_MARK LOGO: NGS   
 MK2124_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2124+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2124
 MK2124  HISTORY     - Date     Condition        Report By
 MK2124  HISTORY     - 1989     MONUMENTED       NGS
 MK2124
 MK2124                          STATION DESCRIPTION
 MK2124
 MK2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2124'IN OMAHA, AT THE INTERSECTION OF 103RD AND FORT STREETS, IN THE SOUTH
 MK2124'END OF A CONCRETE FOOTING FOR THE SOUTHEAST LEG OF A HIGHLINE TOWER,
 MK2124'108.5 M (356.0 FT) EAST OF THE CENTERLINE OF 103RD STREET, 33.5 M
 MK2124'(109.9 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF FORT
 MK2124'STREET, 3.1 M (10.2 FT) WEST OF A RIGHT-OF-WAY FENCE, AND 0.4 M (1.3
 MK2124'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1358 ***********************************************************************
 MJ1358  DESIGNATION -  G 429
 MJ1358  PID         -  MJ1358
 MJ1358  STATE/COUNTY-  NE/DOUGLAS
 MJ1358  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1358
 MJ1358                         *CURRENT SURVEY CONTROL
 MJ1358  ___________________________________________________________________
 MJ1358* NAD 83(1986)-  41 19 50.     (N)    095 57 08.     (W)     SCALED    
 MJ1358* NAVD 88     -       312.107  (meters)    1023.97   (feet)  ADJUSTED  
 MJ1358  ___________________________________________________________________
 MJ1358  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 MJ1358  DYNAMIC HT  -         311.973 (meters)    1023.53  (feet)  COMP
 MJ1358  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 MJ1358
 MJ1358  VERT ORDER  -  FIRST     CLASS II
 MJ1358
 MJ1358.The horizontal coordinates were scaled from a topographic map and have
 MJ1358.an estimated accuracy of +/- 6 seconds.
 MJ1358
 MJ1358.The orthometric height was determined by differential leveling
 MJ1358.and adjusted by the National Geodetic Survey in June 1991..
 MJ1358
 MJ1358.The geoid height was determined by GEOID03.
 MJ1358
 MJ1358.The dynamic height is computed by dividing the NAVD 88
 MJ1358.geopotential number by the normal gravity value computed on the
 MJ1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1358.degrees latitude (g = 980.6199 gals.).
 MJ1358
 MJ1358.The modeled gravity was interpolated from observed gravity values.
 MJ1358
 MJ1358;                    North         East    Units  Estimated Accuracy
 MJ1358;SPC NE       -   174,160.      838,620.      MT  (+/- 180 meters Scaled)
 MJ1358
 MJ1358                          SUPERSEDED SURVEY CONTROL
 MJ1358
 MJ1358.No superseded survey control is available for this station.
 MJ1358
 MJ1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF529796(NAD 83)
 MJ1358_MARKER: I = METAL ROD
 MJ1358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1358_SP_SET: STAINLESS STEEL ROD
 MJ1358_STAMPING: G 429 1989
 MJ1358_MARK LOGO: NGS   
 MJ1358_PROJECTION: FLUSH
 MJ1358_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1358+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1358_ROD/PIPE-DEPTH: 12.0 meters
 MJ1358
 MJ1358  HISTORY     - Date     Condition        Report By
 MJ1358  HISTORY     - 1989     MONUMENTED       NGS
 MJ1358
 MJ1358                          STATION DESCRIPTION
 MJ1358
 MJ1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1358'IN OMAHA, AT THE INTERSECTION OF CRAIG STREET AND JOHN J PERSHING
 MJ1358'DRIVE, 80.1 M (262.8 FT) WEST OF THE CENTERLINE OF THE DRIVE, 7.6 M
 MJ1358'(24.9 FT) SOUTH OF THE CENTERLINE OF THE STREET, 1.1 M (3.6 FT) EAST
 MJ1358'OF A ULTILITY POLE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND 0.3 M
 MJ1358'(1.0 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM
 MJ1358'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0522 ***********************************************************************
 NO0522  DESIGNATION -  G 431
 NO0522  PID         -  NO0522
 NO0522  STATE/COUNTY-  NE/CHERRY
 NO0522  USGS QUAD   -  VALENTINE SOUTH (1983)
 NO0522
 NO0522                         *CURRENT SURVEY CONTROL
 NO0522  ___________________________________________________________________
 NO0522* NAD 83(1986)-  42 45 32.     (N)    100 32 12.     (W)     SCALED    
 NO0522* NAVD 88     -       843.140  (meters)    2766.20   (feet)  ADJUSTED  
 NO0522  ___________________________________________________________________
 NO0522  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 NO0522  DYNAMIC HT  -         842.789 (meters)    2765.05  (feet)  COMP
 NO0522  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 NO0522
 NO0522  VERT ORDER  -  FIRST     CLASS II
 NO0522
 NO0522.The horizontal coordinates were scaled from a topographic map and have
 NO0522.an estimated accuracy of +/- 6 seconds.
 NO0522
 NO0522.The orthometric height was determined by differential leveling
 NO0522.and adjusted by the National Geodetic Survey in June 1994..
 NO0522
 NO0522.The geoid height was determined by GEOID03.
 NO0522
 NO0522.The dynamic height is computed by dividing the NAVD 88
 NO0522.geopotential number by the normal gravity value computed on the
 NO0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0522.degrees latitude (g = 980.6199 gals.).
 NO0522
 NO0522.The modeled gravity was interpolated from observed gravity values.
 NO0522
 NO0522;                    North         East    Units  Estimated Accuracy
 NO0522;SPC NE       -   324,970.      456,070.      MT  (+/- 180 meters Scaled)
 NO0522
 NO0522                          SUPERSEDED SURVEY CONTROL
 NO0522
 NO0522  NGVD 29 (02/14/92)  842.858  (m)         2765.28   (f) ADJUSTED    1 2
 NO0522
 NO0522.Superseded values are not recommended for survey control.
 NO0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0522.See file dsdata.txt to determine how the superseded data were derived.
 NO0522
 NO0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN742351(NAD 83)
 NO0522_MARKER: I = METAL ROD
 NO0522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0522_SP_SET: STAINLESS STEEL ROD
 NO0522_STAMPING: G 431 1991
 NO0522_MARK LOGO: NGS   
 NO0522_PROJECTION: RECESSED 3 CENTIMETERS
 NO0522_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0522+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0522_ROD/PIPE-DEPTH: 13.3 meters
 NO0522
 NO0522  HISTORY     - Date     Condition        Report By
 NO0522  HISTORY     - 1991     MONUMENTED       NGS
 NO0522
 NO0522                          STATION DESCRIPTION
 NO0522
 NO0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0522'15.1 KM (9.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0522'OF U.S. HIGHWAY 20 IN VALENTINE, 163.0 M (534.8 FT) SOUTH OF A
 NO0522'T-FENCE CORNER, 19.0 M (62.3 FT) WEST OF AND LEVEL WITH THE HIGHWAY
 NO0522'CENTERLINE, 3.7 M (12.1 FT) WEST OF A WITNESS POST AND FENCE, AND 1.8
 NO0522'M (5.9 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT
 NO0522'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0552 ***********************************************************************
 NO0552  DESIGNATION -  G 432
 NO0552  PID         -  NO0552
 NO0552  STATE/COUNTY-  NE/CHERRY
 NO0552  USGS QUAD   -  BRUSH HILL (1987)
 NO0552
 NO0552                         *CURRENT SURVEY CONTROL
 NO0552  ___________________________________________________________________
 NO0552* NAD 83(1986)-  42 26 22.     (N)    101 00 41.     (W)     SCALED    
 NO0552* NAVD 88     -      1006.477  (meters)    3302.08   (feet)  ADJUSTED  
 NO0552  ___________________________________________________________________
 NO0552  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 NO0552  DYNAMIC HT  -        1006.009 (meters)    3300.55  (feet)  COMP
 NO0552  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 NO0552
 NO0552  VERT ORDER  -  FIRST     CLASS II
 NO0552
 NO0552.The horizontal coordinates were scaled from a topographic map and have
 NO0552.an estimated accuracy of +/- 6 seconds.
 NO0552
 NO0552.The orthometric height was determined by differential leveling
 NO0552.and adjusted by the National Geodetic Survey in June 1994..
 NO0552
 NO0552.The geoid height was determined by GEOID03.
 NO0552
 NO0552.The dynamic height is computed by dividing the NAVD 88
 NO0552.geopotential number by the normal gravity value computed on the
 NO0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0552.degrees latitude (g = 980.6199 gals.).
 NO0552
 NO0552.The modeled gravity was interpolated from observed gravity values.
 NO0552
 NO0552;                    North         East    Units  Estimated Accuracy
 NO0552;SPC NE       -   289,840.      416,800.      MT  (+/- 180 meters Scaled)
 NO0552
 NO0552                          SUPERSEDED SURVEY CONTROL
 NO0552
 NO0552  NGVD 29 (02/14/92) 1006.188  (m)         3301.14   (f) ADJUSTED    1 2
 NO0552
 NO0552.Superseded values are not recommended for survey control.
 NO0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0552.See file dsdata.txt to determine how the superseded data were derived.
 NO0552
 NO0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN345005(NAD 83)
 NO0552_MARKER: I = METAL ROD
 NO0552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0552_SP_SET: STAINLESS STEEL ROD
 NO0552_STAMPING: G 432 1991
 NO0552_MARK LOGO: NGS   
 NO0552_PROJECTION: FLUSH
 NO0552_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0552+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0552_ROD/PIPE-DEPTH: 12.6 meters
 NO0552
 NO0552  HISTORY     - Date     Condition        Report By
 NO0552  HISTORY     - 1991     MONUMENTED       NGS
 NO0552
 NO0552                          STATION DESCRIPTION
 NO0552
 NO0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0552'46.4 KM (28.85 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0552'OF STATE HIGHWAY 2 IN MULLEN, 26.9 M (88.3 FT) NORTHWEST OF THE
 NO0552'HIGHWAY CENTERLINE, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY,
 NO0552'2.6 M (8.5 FT) NORTHEAST OF A Y-FENCE CORNER, AND 0.4 M (1.3 FT)
 NO0552'SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 NO0552'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0573 ***********************************************************************
 NO0573  DESIGNATION -  G 433
 NO0573  PID         -  NO0573
 NO0573  STATE/COUNTY-  NE/HOOKER
 NO0573  USGS QUAD   -  MULLEN (1988)
 NO0573
 NO0573                         *CURRENT SURVEY CONTROL
 NO0573  ___________________________________________________________________
 NO0573* NAD 83(1986)-  42 01 46.     (N)    101 02 33.     (W)     SCALED    
 NO0573* NAVD 88     -       999.250  (meters)    3278.37   (feet)  ADJUSTED  
 NO0573  ___________________________________________________________________
 NO0573  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 NO0573  DYNAMIC HT  -         998.724 (meters)    3276.65  (feet)  COMP
 NO0573  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 NO0573
 NO0573  VERT ORDER  -  FIRST     CLASS II
 NO0573
 NO0573.The horizontal coordinates were scaled from a topographic map and have
 NO0573.an estimated accuracy of +/- 6 seconds.
 NO0573
 NO0573.The orthometric height was determined by differential leveling
 NO0573.and adjusted by the National Geodetic Survey in June 1994..
 NO0573
 NO0573.The geoid height was determined by GEOID03.
 NO0573
 NO0573.The dynamic height is computed by dividing the NAVD 88
 NO0573.geopotential number by the normal gravity value computed on the
 NO0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0573.degrees latitude (g = 980.6199 gals.).
 NO0573
 NO0573.The modeled gravity was interpolated from observed gravity values.
 NO0573
 NO0573;                    North         East    Units  Estimated Accuracy
 NO0573;SPC NE       -   244,350.      413,700.      MT  (+/- 180 meters Scaled)
 NO0573
 NO0573                          SUPERSEDED SURVEY CONTROL
 NO0573
 NO0573  NGVD 29 (02/14/92)  998.937  (m)         3277.35   (f) ADJUSTED    1 2
 NO0573
 NO0573.Superseded values are not recommended for survey control.
 NO0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0573.See file dsdata.txt to determine how the superseded data were derived.
 NO0573
 NO0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM309550(NAD 83)
 NO0573_MARKER: I = METAL ROD
 NO0573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0573_SP_SET: STAINLESS STEEL ROD
 NO0573_STAMPING: G 433 1991
 NO0573_MARK LOGO: NGS   
 NO0573_PROJECTION: FLUSH
 NO0573_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0573+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0573_ROD/PIPE-DEPTH: 14.8 meters
 NO0573
 NO0573  HISTORY     - Date     Condition        Report By
 NO0573  HISTORY     - 1991     MONUMENTED       NGS
 NO0573
 NO0573                          STATION DESCRIPTION
 NO0573
 NO0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0573'1.3 KM (0.80 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0573'OF STATE HIGHWAY 2 IN MULLEN, 35.7 M (117.1 FT) SOUTH OF THE CENTER
 NO0573'OF THE ENTRANCE ROAD TO DEIBLERS BUTCHER BLOCK, 13.3 M (43.6 FT) WEST
 NO0573'OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) SOUTH OF A T-FENCE CORNER,
 NO0573'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 NO0573'EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 NO0573'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0536 ***********************************************************************
 MM0536  DESIGNATION -  G 434
 MM0536  PID         -  MM0536
 MM0536  STATE/COUNTY-  NE/MCPHERSON
 MM0536  USGS QUAD   -  PULLEN RANCH (1972)
 MM0536
 MM0536                         *CURRENT SURVEY CONTROL
 MM0536  ___________________________________________________________________
 MM0536* NAD 83(1986)-  41 29 15.     (N)    100 53 12.     (W)     SCALED    
 MM0536* NAVD 88     -       974.120  (meters)    3195.93   (feet)  ADJUSTED  
 MM0536  ___________________________________________________________________
 MM0536  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 MM0536  DYNAMIC HT  -         973.529 (meters)    3193.99  (feet)  COMP
 MM0536  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 MM0536
 MM0536  VERT ORDER  -  FIRST     CLASS II
 MM0536
 MM0536.The horizontal coordinates were scaled from a topographic map and have
 MM0536.an estimated accuracy of +/- 6 seconds.
 MM0536
 MM0536.The orthometric height was determined by differential leveling
 MM0536.and adjusted by the National Geodetic Survey in June 1994..
 MM0536
 MM0536.The geoid height was determined by GEOID03.
 MM0536
 MM0536.The dynamic height is computed by dividing the NAVD 88
 MM0536.geopotential number by the normal gravity value computed on the
 MM0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0536.degrees latitude (g = 980.6199 gals.).
 MM0536
 MM0536.The modeled gravity was interpolated from observed gravity values.
 MM0536
 MM0536;                    North         East    Units  Estimated Accuracy
 MM0536;SPC NE       -   184,030.      425,980.      MT  (+/- 180 meters Scaled)
 MM0536
 MM0536                          SUPERSEDED SURVEY CONTROL
 MM0536
 MM0536  NGVD 29 (02/14/92)  973.744  (m)         3194.69   (f) ADJUSTED    1 2
 MM0536
 MM0536.Superseded values are not recommended for survey control.
 MM0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0536.See file dsdata.txt to determine how the superseded data were derived.
 MM0536
 MM0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL425945(NAD 83)
 MM0536_MARKER: I = METAL ROD
 MM0536_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0536_SP_SET: STAINLESS STEEL ROD
 MM0536_STAMPING: G 434 1991
 MM0536_MARK LOGO: NGS   
 MM0536_PROJECTION: FLUSH
 MM0536_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0536+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0536_ROD/PIPE-DEPTH: 14.0 meters
 MM0536
 MM0536  HISTORY     - Date     Condition        Report By
 MM0536  HISTORY     - 1991     MONUMENTED       NGS
 MM0536
 MM0536                          STATION DESCRIPTION
 MM0536
 MM0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0536'11.1 KM (6.90 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0536'COURTHOUSE IN TRYON, 18.4 M (60.4 FT) NORTH OF A UTILITY POLE WITH A
 MM0536'GUY CABLE, 18.0 M (59.1 FT) EAST OF THE HIGHWAY CENTERLINE, 11.8 M
 MM0536'(38.7 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND THE EXTENDED
 MM0536'CENTER OF THE CORRELL RANCH ENTRANCE ROAD, 0.3 M (1.0 FT) BELOW THE
 MM0536'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 MM0536'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1442 ***********************************************************************
 LH1442  DESIGNATION -  G 435
 LH1442  PID         -  LH1442
 LH1442  STATE/COUNTY-  NE/BUFFALO
 LH1442  USGS QUAD   -  ALFALFA CENTER (1974)
 LH1442
 LH1442                         *CURRENT SURVEY CONTROL
 LH1442  ___________________________________________________________________
 LH1442* NAD 83(1986)-  40 41 24.     (N)    099 09 41.     (W)     SCALED    
 LH1442* NAVD 88     -       664.095  (meters)    2178.78   (feet)  ADJUSTED  
 LH1442  ___________________________________________________________________
 LH1442  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 LH1442  DYNAMIC HT  -         663.716 (meters)    2177.54  (feet)  COMP
 LH1442  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 LH1442
 LH1442  VERT ORDER  -  FIRST     CLASS II
 LH1442
 LH1442.The horizontal coordinates were scaled from a topographic map and have
 LH1442.an estimated accuracy of +/- 6 seconds.
 LH1442
 LH1442.The orthometric height was determined by differential leveling
 LH1442.and adjusted by the National Geodetic Survey in May 1993..
 LH1442
 LH1442.The geoid height was determined by GEOID03.
 LH1442
 LH1442.The dynamic height is computed by dividing the NAVD 88
 LH1442.geopotential number by the normal gravity value computed on the
 LH1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1442.degrees latitude (g = 980.6199 gals.).
 LH1442
 LH1442.The modeled gravity was interpolated from observed gravity values.
 LH1442
 LH1442;                    North         East    Units  Estimated Accuracy
 LH1442;SPC NE       -    95,460.      570,870.      MT  (+/- 180 meters Scaled)
 LH1442
 LH1442                          SUPERSEDED SURVEY CONTROL
 LH1442
 LH1442  NGVD 29 (02/14/92)  663.836  (m)         2177.94   (f) ADJUSTED    1 2
 LH1442
 LH1442.Superseded values are not recommended for survey control.
 LH1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1442.See file dsdata.txt to determine how the superseded data were derived.
 LH1442
 LH1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML863043(NAD 83)
 LH1442_MARKER: I = METAL ROD
 LH1442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1442_SP_SET: STAINLESS STEEL ROD
 LH1442_STAMPING: G 435 1991
 LH1442_MARK LOGO: NGS   
 LH1442_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1442_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1442+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1442_ROD/PIPE-DEPTH: 12.6 meters
 LH1442
 LH1442  HISTORY     - Date     Condition        Report By
 LH1442  HISTORY     - 1991     MONUMENTED       NGS
 LH1442
 LH1442                          STATION DESCRIPTION
 LH1442
 LH1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1442'6.6 KM (4.10 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1442'STATE HIGHWAY 44 IN KEARNEY, THENCE 1.0 KM (0.60 MI) SOUTHERLY ALONG
 LH1442'A GRAVELED ROAD, 14.8 M (48.6 FT) WEST OF AND LEVEL WITH THE CENTER
 LH1442'OF THE ROAD, 13.0 M (42.7 FT) NORTH OF THE NEAR RAIL OF THE UNION
 LH1442'PACIFIC RAILROAD, 2.6 M (8.5 FT) EAST OF A UTILITY POLE, 2.1 M (6.9
 LH1442'FT) NORTHEAST OF AN UNDERGROUND CABLE WARNING SIGN, 1.5 M (4.9 FT)
 LH1442'SOUTH OF A FENCE, AND 0.5 M (1.6 FT) WEST OF A WITNESS POST.
 LH1442'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1468 ***********************************************************************
 LH1468  DESIGNATION -  G 436
 LH1468  PID         -  LH1468
 LH1468  STATE/COUNTY-  NE/ADAMS
 LH1468  USGS QUAD   -  TRUMBULL (1969)
 LH1468
 LH1468                         *CURRENT SURVEY CONTROL
 LH1468  ___________________________________________________________________
 LH1468* NAD 83(1986)-  40 40 09.     (N)    098 22 26.     (W)     SCALED    
 LH1468* NAVD 88     -       586.257  (meters)    1923.41   (feet)  ADJUSTED  
 LH1468  ___________________________________________________________________
 LH1468  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 LH1468  DYNAMIC HT  -         585.935 (meters)    1922.36  (feet)  COMP
 LH1468  MODELED GRAV-     980,055.8   (mgal)                       NAVD 88
 LH1468
 LH1468  VERT ORDER  -  FIRST     CLASS II
 LH1468
 LH1468.The horizontal coordinates were scaled from a topographic map and have
 LH1468.an estimated accuracy of +/- 6 seconds.
 LH1468
 LH1468.The orthometric height was determined by differential leveling
 LH1468.and adjusted by the National Geodetic Survey in May 1993..
 LH1468
 LH1468.The geoid height was determined by GEOID03.
 LH1468
 LH1468.The dynamic height is computed by dividing the NAVD 88
 LH1468.geopotential number by the normal gravity value computed on the
 LH1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1468.degrees latitude (g = 980.6199 gals.).
 LH1468
 LH1468.The modeled gravity was interpolated from observed gravity values.
 LH1468
 LH1468;                    North         East    Units  Estimated Accuracy
 LH1468;SPC NE       -    94,090.      637,450.      MT  (+/- 180 meters Scaled)
 LH1468
 LH1468                          SUPERSEDED SURVEY CONTROL
 LH1468
 LH1468  NGVD 29 (02/14/92)  586.007  (m)         1922.59   (f) ADJUSTED    1 2
 LH1468
 LH1468.Superseded values are not recommended for survey control.
 LH1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1468.See file dsdata.txt to determine how the superseded data were derived.
 LH1468
 LH1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL529022(NAD 83)
 LH1468_MARKER: I = METAL ROD
 LH1468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1468_SP_SET: STAINLESS STEEL ROD
 LH1468_STAMPING: G 436 1991
 LH1468_MARK LOGO: NGS   
 LH1468_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1468_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1468+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1468_ROD/PIPE-DEPTH: 9.8  meters
 LH1468
 LH1468  HISTORY     - Date     Condition        Report By
 LH1468  HISTORY     - 1991     MONUMENTED       NGS
 LH1468
 LH1468                          STATION DESCRIPTION
 LH1468
 LH1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1468'7.5 KM (4.65 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1468'OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.7 KM (0.45 MI)
 LH1468'EASTERLY ALONG A GRAVELED ROAD, 14.0 M (45.9 FT) SOUTH OF THE CENTER
 LH1468'OF THE ROAD, 13.8 M (45.3 FT) EAST OF THE NEAR RAIL OF THE UNION
 LH1468'PACIFIC RAILROAD, 4.5 M (14.8 FT) SOUTH OF A FENCE CORNER AND AN
 LH1468'UNDERGROUND UTILITY JUNCTION BOX, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 LH1468'THE TRACK, 0.3 M (1.0 FT) WEST OF A FENCE, AND 0.3 M (1.0 FT) NORTH
 LH1468'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LH1468'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1264 ***********************************************************************
 LG1264  DESIGNATION -  G 437
 LG1264  PID         -  LG1264
 LG1264  STATE/COUNTY-  NE/CLAY
 LG1264  USGS QUAD   -  SUTTON (1969)
 LG1264
 LG1264                         *CURRENT SURVEY CONTROL
 LG1264  ___________________________________________________________________
 LG1264* NAD 83(1986)-  40 37 10.     (N)    097 50 37.     (W)     SCALED    
 LG1264* NAVD 88     -       519.547  (meters)    1704.55   (feet)  ADJUSTED  
 LG1264  ___________________________________________________________________
 LG1264  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 LG1264  DYNAMIC HT  -         519.263 (meters)    1703.62  (feet)  COMP
 LG1264  MODELED GRAV-     980,060.6   (mgal)                       NAVD 88
 LG1264
 LG1264  VERT ORDER  -  FIRST     CLASS II
 LG1264
 LG1264.The horizontal coordinates were scaled from a topographic map and have
 LG1264.an estimated accuracy of +/- 6 seconds.
 LG1264
 LG1264.The orthometric height was determined by differential leveling
 LG1264.and adjusted by the National Geodetic Survey in May 1993..
 LG1264
 LG1264.The geoid height was determined by GEOID03.
 LG1264
 LG1264.The dynamic height is computed by dividing the NAVD 88
 LG1264.geopotential number by the normal gravity value computed on the
 LG1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1264.degrees latitude (g = 980.6199 gals.).
 LG1264
 LG1264.The modeled gravity was interpolated from observed gravity values.
 LG1264
 LG1264;                    North         East    Units  Estimated Accuracy
 LG1264;SPC NE       -    89,560.      682,410.      MT  (+/- 180 meters Scaled)
 LG1264
 LG1264                          SUPERSEDED SURVEY CONTROL
 LG1264
 LG1264.No superseded survey control is available for this station.
 LG1264
 LG1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK978971(NAD 83)
 LG1264_MARKER: I = METAL ROD
 LG1264_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1264_SP_SET: STAINLESS STEEL ROD
 LG1264_STAMPING: G 437 1991
 LG1264_MARK LOGO: NGS   
 LG1264_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1264_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1264+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1264_ROD/PIPE-DEPTH: 7.3  meters
 LG1264
 LG1264  HISTORY     - Date     Condition        Report By
 LG1264  HISTORY     - 1991     MONUMENTED       NGS
 LG1264
 LG1264                          STATION DESCRIPTION
 LG1264
 LG1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1264'21.2 KM (13.15 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1264'OF U.S. HIGHWAY 81 IN FAIRMONT, 41.0 M (134.5 FT) NORTH OF THE
 LG1264'CENTERLINE OF THE HIGHWAY, 27.3 M (89.6 FT) WEST OF THE CENTER OF A
 LG1264'COUNTY ROAD, 13.7 M (44.9 FT) SOUTH OF THE NEAR RAIL OF THE
 LG1264'BURLINGTON NORTHERN RAILROAD, 2.9 M (9.5 FT) EAST OF A UTILITY POLE,
 LG1264'1.3 M (4.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 1.0 M (3.3 FT) WEST OF
 LG1264'A RIGHT-OF-WAY MARKER, AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS
 LG1264'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1302 ***********************************************************************
 LG1302  DESIGNATION -  G 438
 LG1302  PID         -  LG1302
 LG1302  STATE/COUNTY-  NE/LANCASTER
 LG1302  USGS QUAD   -  DENTON (1972)
 LG1302
 LG1302                         *CURRENT SURVEY CONTROL
 LG1302  ___________________________________________________________________
 LG1302* NAD 83(1986)-  40 39 13.     (N)    096 50 19.     (W)     SCALED    
 LG1302* NAVD 88     -       434.092  (meters)    1424.18   (feet)  ADJUSTED  
 LG1302  ___________________________________________________________________
 LG1302  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 LG1302  DYNAMIC HT  -         433.889 (meters)    1423.52  (feet)  COMP
 LG1302  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 LG1302
 LG1302  VERT ORDER  -  FIRST     CLASS II
 LG1302
 LG1302.The horizontal coordinates were scaled from a topographic map and have
 LG1302.an estimated accuracy of +/- 6 seconds.
 LG1302
 LG1302.The orthometric height was determined by differential leveling
 LG1302.and adjusted by the National Geodetic Survey in May 1993..
 LG1302
 LG1302.The geoid height was determined by GEOID03.
 LG1302
 LG1302.The dynamic height is computed by dividing the NAVD 88
 LG1302.geopotential number by the normal gravity value computed on the
 LG1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1302.degrees latitude (g = 980.6199 gals.).
 LG1302
 LG1302.The modeled gravity was interpolated from observed gravity values.
 LG1302
 LG1302;                    North         East    Units  Estimated Accuracy
 LG1302;SPC NE       -    95,960.      767,250.      MT  (+/- 180 meters Scaled)
 LG1302
 LG1302                          SUPERSEDED SURVEY CONTROL
 LG1302
 LG1302.No superseded survey control is available for this station.
 LG1302
 LG1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL827025(NAD 83)
 LG1302_MARKER: I = METAL ROD
 LG1302_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1302_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1302_STAMPING: G 438 1991
 LG1302_MARK LOGO: NGS   
 LG1302_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1302_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1302+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1302_ROD/PIPE-DEPTH: 5.0  meters
 LG1302_SLEEVE-DEPTH  : 0.9 meters
 LG1302
 LG1302  HISTORY     - Date     Condition        Report By
 LG1302  HISTORY     - 1991     MONUMENTED       NGS
 LG1302  HISTORY     - 2002     GOOD             NEDR
 LG1302
 LG1302                          STATION DESCRIPTION
 LG1302
 LG1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1302'11.7 KM (7.25 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1302'IN CRETE, 26.7 M (87.6 FT) WEST OF THE CENTER OF SOUTHWEST 68TH
 LG1302'STREET, 19.8 M (65.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.5
 LG1302'M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A
 LG1302'WITNESS POST, AND 0.2 M (0.7 FT) NORTH OF A FENCE.  NOTE--ACCESS TO
 LG1302'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 LG1302'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 LG1302
 LG1302                          STATION RECOVERY (2002)
 LG1302
 LG1302'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1302'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1332 ***********************************************************************
 LG1332  DESIGNATION -  G 439
 LG1332  PID         -  LG1332
 LG1332  STATE/COUNTY-  NE/LANCASTER
 LG1332  USGS QUAD   -  PALMYRA (1966)
 LG1332
 LG1332                         *CURRENT SURVEY CONTROL
 LG1332  ___________________________________________________________________
 LG1332* NAD 83(1995)-  40 42 40.34899(N)    096 28 56.73535(W)     ADJUSTED  
 LG1332* NAVD 88     -       405.324  (meters)    1329.80   (feet)  ADJUSTED  
 LG1332  ___________________________________________________________________
 LG1332  X           -    -546,638.290 (meters)                     COMP
 LG1332  Y           -  -4,810,901.346 (meters)                     COMP
 LG1332  Z           -   4,138,413.569 (meters)                     COMP
 LG1332  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 LG1332  ELLIP HEIGHT-         379.20  (meters)          (03/30/05) GPS OBS
 LG1332  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 LG1332  DYNAMIC HT  -         405.147 (meters)    1329.22  (feet)  COMP
 LG1332  MODELED GRAV-     980,176.3   (mgal)                       NAVD 88
 LG1332
 LG1332  HORZ ORDER  -  B
 LG1332  VERT ORDER  -  FIRST     CLASS II
 LG1332  ELLP ORDER  -  THIRD     CLASS I
 LG1332
 LG1332.The horizontal coordinates were established by GPS observations
 LG1332.and adjusted by the National Geodetic Survey in March 2005..
 LG1332
 LG1332.The orthometric height was determined by differential leveling
 LG1332.and adjusted by the National Geodetic Survey in May 1993..
 LG1332
 LG1332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1332
 LG1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1332
 LG1332.The ellipsoidal height was determined by GPS observations
 LG1332.and is referenced to NAD 83.
 LG1332
 LG1332.The geoid height was determined by GEOID03.
 LG1332
 LG1332.The dynamic height is computed by dividing the NAVD 88
 LG1332.geopotential number by the normal gravity value computed on the
 LG1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1332.degrees latitude (g = 980.6199 gals.).
 LG1332
 LG1332.The modeled gravity was interpolated from observed gravity values.
 LG1332
 LG1332;                    North         East     Units Scale Factor Converg.
 LG1332;SPC NE       -   103,513.406   797,084.580   MT  0.99975400   +2 19 51.9
 LG1332;UTM  14      - 4,509,747.719   712,663.583   MT  1.00015670   +1 38 33.7
 LG1332
 LG1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1332!SPC NE       -   0.99994052  x   0.99975400  =   0.99969453
 LG1332!UTM  14      -   0.99994052  x   1.00015670  =   1.00009721
 LG1332
 LG1332                          SUPERSEDED SURVEY CONTROL
 LG1332
 LG1332  NAVD 88 (03/30/05)  405.33   (m)         1329.8    (f) LEVELING    3  
 LG1332
 LG1332.Superseded values are not recommended for survey control.
 LG1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1332.See file dsdata.txt to determine how the superseded data were derived.
 LG1332
 LG1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1266409748(NAD 83)
 LG1332_MARKER: I = METAL ROD
 LG1332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1332_SP_SET: STAINLESS STEEL ROD
 LG1332_STAMPING: G 439 1991
 LG1332_MARK LOGO: NGS   
 LG1332_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1332_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1332+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1332_ROD/PIPE-DEPTH: 7.8  meters
 LG1332
 LG1332  HISTORY     - Date     Condition        Report By
 LG1332  HISTORY     - 1991     MONUMENTED       NGS
 LG1332  HISTORY     - 2002     GOOD             NEDR
 LG1332
 LG1332                          STATION DESCRIPTION
 LG1332
 LG1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1332'20.6 KM (12.80 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1332'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, 34.4 M (112.9 FT)
 LG1332'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 31.3 M (102.7 FT) EAST OF THE
 LG1332'CENTER OF SOUTH 176TH STREET, 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE
 LG1332'HIGHWAY, 0.8 M (2.6 FT) EAST OF A WITNESS POST, 0.6 M (2.0 FT) NORTH
 LG1332'OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A FENCE.  NOTE--ACCESS
 LG1332'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1332
 LG1332                          STATION RECOVERY (2002)
 LG1332
 LG1332'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1332'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1366 ***********************************************************************
 LG1366  DESIGNATION -  G 440
 LG1366  PID         -  LG1366
 LG1366  STATE/COUNTY-  NE/LANCASTER
 LG1366  USGS QUAD   -  LINCOLN (1980)
 LG1366
 LG1366                         *CURRENT SURVEY CONTROL
 LG1366  ___________________________________________________________________
 LG1366* NAD 83(1986)-  40 49 54.     (N)    096 43 13.     (W)     SCALED    
 LG1366* NAVD 88     -       351.759  (meters)    1154.06   (feet)  ADJUSTED  
 LG1366  ___________________________________________________________________
 LG1366  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 LG1366  DYNAMIC HT  -         351.602 (meters)    1153.55  (feet)  COMP
 LG1366  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 LG1366
 LG1366  VERT ORDER  -  FIRST     CLASS II
 LG1366
 LG1366.The horizontal coordinates were scaled from a topographic map and have
 LG1366.an estimated accuracy of +/- 6 seconds.
 LG1366
 LG1366.The orthometric height was determined by differential leveling
 LG1366.and adjusted by the National Geodetic Survey in May 1993..
 LG1366
 LG1366.The geoid height was determined by GEOID03.
 LG1366
 LG1366.The dynamic height is computed by dividing the NAVD 88
 LG1366.geopotential number by the normal gravity value computed on the
 LG1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1366.degrees latitude (g = 980.6199 gals.).
 LG1366
 LG1366.The modeled gravity was interpolated from observed gravity values.
 LG1366
 LG1366;                    North         East    Units  Estimated Accuracy
 LG1366;SPC NE       -   116,090.      776,500.      MT  (+/- 180 meters Scaled)
 LG1366
 LG1366                          SUPERSEDED SURVEY CONTROL
 LG1366
 LG1366.No superseded survey control is available for this station.
 LG1366
 LG1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL922225(NAD 83)
 LG1366_MARKER: DV = VERTICAL CONTROL DISK
 LG1366_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1366_SP_SET: ABUTMENT
 LG1366_STAMPING: G 440 1992
 LG1366_MARK LOGO: NGS   
 LG1366_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1366+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 LG1366
 LG1366  HISTORY     - Date     Condition        Report By
 LG1366  HISTORY     - 1992     MONUMENTED       NGS
 LG1366  HISTORY     - 20050809 GOOD             GEOCAC
 LG1366
 LG1366                          STATION DESCRIPTION
 LG1366
 LG1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1366'IN LINCOLN, AT THE INTERSECTION OF NORTH FIRST STREET AND OAK CREEK,
 LG1366'IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST END OF THE SOUTH
 LG1366'CONCRETE ABUTMENT OF THE STREET BRIDGE SPANNING THE CREEK, 450.0 M
 LG1366'(1476.4 FT) SOUTH OF THE HIGHWAY CENTER, AND 10.7 M (35.1 FT) EAST OF
 LG1366'AND LEVEL WITH THE STREET CENTERLINE.
 LG1366
 LG1366                          STATION RECOVERY (2005)
 LG1366
 LG1366'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LG1366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1375 ***********************************************************************
 LG1375  DESIGNATION -  G 441
 LG1375  PID         -  LG1375
 LG1375  STATE/COUNTY-  NE/LANCASTER
 LG1375  USGS QUAD   -  LINCOLN (1980)
 LG1375
 LG1375                         *CURRENT SURVEY CONTROL
 LG1375  ___________________________________________________________________
 LG1375* NAD 83(1986)-  40 51 25.     (N)    096 41 08.     (W)     SCALED    
 LG1375* NAVD 88     -       359.013  (meters)    1177.86   (feet)  ADJUSTED  
 LG1375  ___________________________________________________________________
 LG1375  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 LG1375  DYNAMIC HT  -         358.854 (meters)    1177.34  (feet)  COMP
 LG1375  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 LG1375
 LG1375  VERT ORDER  -  FIRST     CLASS II
 LG1375
 LG1375.The horizontal coordinates were scaled from a topographic map and have
 LG1375.an estimated accuracy of +/- 6 seconds.
 LG1375
 LG1375.The orthometric height was determined by differential leveling
 LG1375.and adjusted by the National Geodetic Survey in May 1993..
 LG1375
 LG1375.The geoid height was determined by GEOID03.
 LG1375
 LG1375.The dynamic height is computed by dividing the NAVD 88
 LG1375.geopotential number by the normal gravity value computed on the
 LG1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1375.degrees latitude (g = 980.6199 gals.).
 LG1375
 LG1375.The modeled gravity was interpolated from observed gravity values.
 LG1375
 LG1375;                    North         East    Units  Estimated Accuracy
 LG1375;SPC NE       -   119,000.      779,320.      MT  (+/- 180 meters Scaled)
 LG1375
 LG1375                          SUPERSEDED SURVEY CONTROL
 LG1375
 LG1375.No superseded survey control is available for this station.
 LG1375
 LG1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL950254(NAD 83)
 LG1375_MARKER: I = METAL ROD
 LG1375_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1375_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1375_STAMPING: G 441 1992
 LG1375_MARK LOGO: NGS   
 LG1375_PROJECTION: FLUSH
 LG1375_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1375+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1375_ROD/PIPE-DEPTH: 5.5  meters
 LG1375_SLEEVE-DEPTH  : 0.9 meters
 LG1375
 LG1375  HISTORY     - Date     Condition        Report By
 LG1375  HISTORY     - 1992     MONUMENTED       NGS
 LG1375
 LG1375                          STATION DESCRIPTION
 LG1375
 LG1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1375'0.1 KM (0.05 MI) SOUTHERLY ALONG NORTH 63RD STREET FROM THE HAVELOCK
 LG1375'STATION POST OFFICE IN LINCOLN, THENCE 4.4 KM (2.75 MI) WESTERLY
 LG1375'ALONG HAVELOCK AVENUE, 10.6 M (34.8 FT) WEST OF THE CENTER OF A
 LG1375'DRIVEWAY, 10.1 M (33.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 LG1375'LANES OF THE AVENUE, 3.7 M (12.1 FT) SOUTH OF UTILITY POLE NUMBER SW
 LG1375'1065, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREET, AND 0.5 M
 LG1375'(1.6 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LG1375'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 LG1375'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2718 ***********************************************************************
 AI2718  DESIGNATION -  G 442
 AI2718  PID         -  AI2718
 AI2718  STATE/COUNTY-  NE/JEFFERSON
 AI2718  USGS QUAD   -  REYNOLDS (1980)
 AI2718
 AI2718                         *CURRENT SURVEY CONTROL
 AI2718  ___________________________________________________________________
 AI2718* NAD 83(1986)-  40 03 37.     (N)    097 18 42.     (W)     SCALED    
 AI2718* NAVD 88     -       433.600  (meters)    1422.57   (feet)  ADJUSTED  
 AI2718  ___________________________________________________________________
 AI2718  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AI2718  DYNAMIC HT  -         433.347 (meters)    1421.74  (feet)  COMP
 AI2718  MODELED GRAV-     980,029.9   (mgal)                       NAVD 88
 AI2718
 AI2718  VERT ORDER  -  SECOND    CLASS I
 AI2718
 AI2718.The horizontal coordinates were scaled from a topographic map and have
 AI2718.an estimated accuracy of +/- 6 seconds.
 AI2718
 AI2718.The orthometric height was determined by differential leveling
 AI2718.and adjusted by the National Geodetic Survey in July 2002..
 AI2718.No vertical observational check was made to the station.
 AI2718
 AI2718.The geoid height was determined by GEOID03.
 AI2718
 AI2718.The dynamic height is computed by dividing the NAVD 88
 AI2718.geopotential number by the normal gravity value computed on the
 AI2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2718.degrees latitude (g = 980.6199 gals.).
 AI2718
 AI2718.The modeled gravity was interpolated from observed gravity values.
 AI2718
 AI2718;                    North         East    Units  Estimated Accuracy
 AI2718;SPC NE       -    28,770.      729,320.      MT  (+/- 180 meters Scaled)
 AI2718
 AI2718                          SUPERSEDED SURVEY CONTROL
 AI2718
 AI2718.No superseded survey control is available for this station.
 AI2718
 AI2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK439358(NAD 83)
 AI2718_MARKER: F = FLANGE-ENCASED ROD
 AI2718_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2718_STAMPING: G 442 1999
 AI2718_MARK LOGO: NGS   
 AI2718_PROJECTION: FLUSH
 AI2718_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2718+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2718_ROD/PIPE-DEPTH: 19.8 meters
 AI2718_SLEEVE-DEPTH  : 0.9 meters
 AI2718
 AI2718  HISTORY     - Date     Condition        Report By
 AI2718  HISTORY     - 1999     MONUMENTED       NGS
 AI2718
 AI2718                          STATION DESCRIPTION
 AI2718
 AI2718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2718'2.0 KM (1.25 MI) EASTERLY ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 AI2718'IN REYNOLDS, 57.4 M (188.3 FT) EAST OF THE CENTER OF 561 AVENUE, 21.7
 AI2718'M (71.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.2 M (10.5 FT) WEST OF A
 AI2718'UTILITY POLE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 AI2718'(1.0 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AI2718'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AI2718'THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON HIGHWAY
 AI2718'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0406 ***********************************************************************
 LH0406  DESIGNATION -  G 5
 LH0406  PID         -  LH0406
 LH0406  STATE/COUNTY-  NE/BUFFALO
 LH0406  USGS QUAD   -  NEWARK (1993)
 LH0406
 LH0406                         *CURRENT SURVEY CONTROL
 LH0406  ___________________________________________________________________
 LH0406* NAD 83(1995)-  40 43 44.25223(N)    098 55 53.80471(W)     ADJUSTED  
 LH0406* NAVD 88     -       638.879  (meters)    2096.06   (feet)  ADJUSTED  
 LH0406  ___________________________________________________________________
 LH0406  X           -    -751,552.841 (meters)                     COMP
 LH0406  Y           -  -4,782,052.601 (meters)                     COMP
 LH0406  Z           -   4,140,061.101 (meters)                     COMP
 LH0406  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 LH0406  ELLIP HEIGHT-         614.38  (meters)          (06/27/02) GPS OBS
 LH0406  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 LH0406  DYNAMIC HT  -         638.520 (meters)    2094.88  (feet)  COMP
 LH0406  MODELED GRAV-     980,042.7   (mgal)                       NAVD 88
 LH0406
 LH0406  HORZ ORDER  -  FIRST
 LH0406  VERT ORDER  -  FIRST     CLASS II
 LH0406  ELLP ORDER  -  FOURTH    CLASS I
 LH0406
 LH0406.The horizontal coordinates were established by GPS observations
 LH0406.and adjusted by the National Geodetic Survey in August 1997..
 LH0406
 LH0406.The orthometric height was determined by differential leveling
 LH0406.and adjusted by the National Geodetic Survey in May 1993..
 LH0406
 LH0406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0406
 LH0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0406
 LH0406.The ellipsoidal height was determined by GPS observations
 LH0406.and is referenced to NAD 83.
 LH0406
 LH0406.The geoid height was determined by GEOID03.
 LH0406
 LH0406.The dynamic height is computed by dividing the NAVD 88
 LH0406.geopotential number by the normal gravity value computed on the
 LH0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0406.degrees latitude (g = 980.6199 gals.).
 LH0406
 LH0406.The modeled gravity was interpolated from observed gravity values.
 LH0406
 LH0406;                    North         East     Units Scale Factor Converg.
 LH0406;SPC NE       -    99,997.346   590,231.325   MT  0.99974979   +0 42 28.9
 LH0406;UTM  14      - 4,508,671.893   505,774.997   MT  0.99960041   +0 02 40.6
 LH0406
 LH0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0406!SPC NE       -   0.99990363  x   0.99974979  =   0.99965345
 LH0406!UTM  14      -   0.99990363  x   0.99960041  =   0.99950408
 LH0406
 LH0406                          SUPERSEDED SURVEY CONTROL
 LH0406
 LH0406  ELLIP H (08/18/97)  614.43   (m)                       GP(       ) 4 1
 LH0406  NAD 83(1986)-  40 43 44.25941(N)    098 55 53.80792(W) AD(       ) 1
 LH0406  NAVD 88 (06/15/91)  638.892  (m)         2096.10   (f) UNKNOWN     1 2
 LH0406  NGVD 29 (02/14/92)  638.619  (m)         2095.20   (f) ADJUSTED    1 2
 LH0406
 LH0406.Superseded values are not recommended for survey control.
 LH0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0406.See file dsdata.txt to determine how the superseded data were derived.
 LH0406
 LH0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0577508672(NAD 83)
 LH0406_MARKER: DB = BENCH MARK DISK
 LH0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0406_SP_SET: CONCRETE POST
 LH0406_STAMPING: G 5 1933 2095.248
 LH0406_MARK LOGO: CGS   
 LH0406_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0406+STABILITY: SURFACE MOTION
 LH0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0406+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0406
 LH0406  HISTORY     - Date     Condition        Report By
 LH0406  HISTORY     - 1933     MONUMENTED       CGS
 LH0406  HISTORY     - 1941     GOOD             NGS
 LH0406  HISTORY     - 1984     GOOD             LOCSUR
 LH0406  HISTORY     - 19890403 GOOD             NGS
 LH0406  HISTORY     - 19910924 GOOD             NGS
 LH0406
 LH0406                          STATION DESCRIPTION
 LH0406
 LH0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0406'8.2 MI NE FROM KEARNEY.
 LH0406'ABOUT 8.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0406'THE STATION AT KEARNEY, BUFFALO COUNTY, ABOUT 0.2 MILE NORTHEAST
 LH0406'OF MILEPOST 181, AT A COUNTY-ROAD CROSSING, 55 FEET WEST OF THE
 LH0406'CENTER LINE OF THE ROAD, 80 FEET SOUTH OF THE CENTER LINE OF
 LH0406'U.S. HIGHWAY 30, 43.4 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 LH0406'MAIN TRACK, 13.4 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE OF THE
 LH0406'ROAD, AND 4 FEET SOUTH OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE.
 LH0406'A STANDARD DISK, STAMPED 2095.248 G 5 1933 AND SET IN THE TOP
 LH0406'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 LH0406
 LH0406                          STATION RECOVERY (1941)
 LH0406
 LH0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LH0406'RECOVERED IN GOOD CONDITION.
 LH0406
 LH0406                          STATION RECOVERY (1984)
 LH0406
 LH0406'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0406'RECOVERED IN GOOD CONDITION.
 LH0406
 LH0406                          STATION RECOVERY (1989)
 LH0406
 LH0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH0406'THE STATION IS LOCATED ABOUT 13 KM (8.10 MI) EAST-NORTHEAST OF
 LH0406'KEARNEY, 7.5 KM (4.65 MI) WEST-SOUTHWEST OF GIBBON, AT THE JUNCTION OF
 LH0406'A GRAVEL ROAD AND A RAILROAD CROSSING.  OWNERSHIP--UNION PACIFIC
 LH0406'RAILROAD.
 LH0406'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 LH0406'STATE HIGHWAY 44 (EXIT 272), LOCATED ON THE SOUTH SIDE OF KEARNEY, GO
 LH0406'NORTH ON HIGHWAY 44 FOR 3.45 KM (2.15 MI) TO ITS JUNCTION WITH U.S.
 LH0406'HIGHWAY 30.  TURN RIGHT AND GO EAST ON HIGHWAY 30 FOR 11.7 KM
 LH0406'(7.25 MI) TO ITS JUNCTION WITH STATE HIGHWAY 10 ON THE RIGHT.
 LH0406'CONTINUE AHEAD FOR 1.65 KM (1.05 MI) TO A GRAVEL ROAD RIGHT, LEADING
 LH0406'TO THE RAILROAD CROSSING AND THE STATION ON THE RIGHT
 LH0406'THE STATION MARK IS SET 24.5 M (80.4 FT) SOUTH OF THE HIGHWAY
 LH0406'CENTERLINE, 16.4 M (53.8 FT) WEST OF THE ROAD CENTER, 9.5 M (31.2 FT)
 LH0406'EAST OF A UTILITY POLE, 9.4 M (30.8 FT) NORTH OF THE NORTH RAIL OF THE
 LH0406'TRACK, AND BETWEEN TWO LARGE STEEL POSTS PROJECTING 1 M (3.3 FT).
 LH0406'DESCRIBED BY R.D.BALL.
 LH0406
 LH0406                          STATION RECOVERY (1991)
 LH0406
 LH0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0406'13.4 KM (8.30 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0406'OF STATE HIGHWAY 44 IN KEARNEY, 24.5 M (80.4 FT) SOUTH OF THE HIGHWAY
 LH0406'CENTERLINE, 16.1 M (52.8 FT) WEST OF THE CENTER OF A GRAVELED ROAD,
 LH0406'12.6 M (41.3 FT) SOUTHWEST OF A UTILITY POLE WITH 2 GUY CABLES, 9.5 M
 LH0406'(31.2 FT) NORTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 9.3 M
 LH0406'(30.5 FT) EAST OF A UTILITY POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 LH0406'THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, NEAR THE CENTER
 LH0406'OF 2 STEEL POSTS, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 LH0406'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0255 ***********************************************************************
 MN0255  DESIGNATION -  G 50
 MN0255  PID         -  MN0255
 MN0255  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0255  USGS QUAD   -  MITCHELL (1963)
 MN0255
 MN0255                         *CURRENT SURVEY CONTROL
 MN0255  ___________________________________________________________________
 MN0255* NAD 83(1986)-  41 57 18.     (N)    103 51 09.     (W)     SCALED    
 MN0255* NAVD 88     -      1208.179  (meters)    3963.83   (feet)  ADJUSTED  
 MN0255  ___________________________________________________________________
 MN0255  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 MN0255  DYNAMIC HT  -        1207.404 (meters)    3961.29  (feet)  COMP
 MN0255  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 MN0255
 MN0255  VERT ORDER  -  SECOND    CLASS 0
 MN0255
 MN0255.The horizontal coordinates were scaled from a topographic map and have
 MN0255.an estimated accuracy of +/- 6 seconds.
 MN0255
 MN0255.The orthometric height was determined by differential leveling
 MN0255.and adjusted by the National Geodetic Survey in June 1991..
 MN0255
 MN0255.The geoid height was determined by GEOID03.
 MN0255
 MN0255.The dynamic height is computed by dividing the NAVD 88
 MN0255.geopotential number by the normal gravity value computed on the
 MN0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0255.degrees latitude (g = 980.6199 gals.).
 MN0255
 MN0255.The modeled gravity was interpolated from observed gravity values.
 MN0255
 MN0255;                    North         East    Units  Estimated Accuracy
 MN0255;SPC NE       -   242,670.      180,800.      MT  (+/- 180 meters Scaled)
 MN0255
 MN0255                          SUPERSEDED SURVEY CONTROL
 MN0255
 MN0255  NGVD 29 (??/??/92) 1207.493  (m)         3961.58   (f) ADJ UNCH    2 0
 MN0255
 MN0255.Superseded values are not recommended for survey control.
 MN0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0255.See file dsdata.txt to determine how the superseded data were derived.
 MN0255
 MN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG951454(NAD 83)
 MN0255_MARKER: DB = BENCH MARK DISK
 MN0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0255_STAMPING: G 50 1934
 MN0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0255+STABILITY: SURFACE MOTION
 MN0255
 MN0255  HISTORY     - Date     Condition        Report By
 MN0255  HISTORY     - 1934     MONUMENTED       CGS
 MN0255  HISTORY     - 20030924 MARK NOT FOUND   NGS
 MN0255
 MN0255                          STATION DESCRIPTION
 MN0255
 MN0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0255'2.3 MI NW FROM MITCHELL.
 MN0255'ABOUT 2.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0255'RAILROAD FROM THE STATION AT MITCHELL, SCOTTS BLUFF COUNTY, AT
 MN0255'MILEAGE 42+70, AT THE SOUTHEAST CORNER OF A ROAD CROSSING, 52.6
 MN0255'FEET SOUTH OF THE SOUTH RAIL, 24.0 FEET EAST OF THE CENTER LINE
 MN0255'OF THE ROAD, 2.3 FEET SOUTH OF A FENCE, AND 3.0 FEET EAST OF
 MN0255'ANOTHER FENCE.  A STANDARD DISK, STAMPED G 50 1934 AND SET IN THE
 MN0255'TOP OF A CONCRETE POST.
 MN0255
 MN0255                          STATION RECOVERY (2003)
 MN0255
 MN0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0182 ***********************************************************************
 MN0182  DESIGNATION -  G 51
 MN0182  PID         -  MN0182
 MN0182  STATE/COUNTY-  NE/MORRILL
 MN0182  USGS QUAD   -  BRIDGEPORT (1965)
 MN0182
 MN0182                         *CURRENT SURVEY CONTROL
 MN0182  ___________________________________________________________________
 MN0182* NAD 83(1986)-  41 40 53.     (N)    103 05 33.     (W)     SCALED    
 MN0182* NAVD 88     -      1122.941  (meters)    3684.18   (feet)  ADJUSTED  
 MN0182  ___________________________________________________________________
 MN0182  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 MN0182  DYNAMIC HT  -        1122.237 (meters)    3681.87  (feet)  COMP
 MN0182  MODELED GRAV-     979,957.2   (mgal)                       NAVD 88
 MN0182
 MN0182  VERT ORDER  -  SECOND    CLASS 0
 MN0182
 MN0182.The horizontal coordinates were scaled from a topographic map and have
 MN0182.an estimated accuracy of +/- 6 seconds.
 MN0182
 MN0182.The orthometric height was determined by differential leveling
 MN0182.and adjusted by the National Geodetic Survey in June 1991..
 MN0182
 MN0182.The geoid height was determined by GEOID03.
 MN0182
 MN0182.The dynamic height is computed by dividing the NAVD 88
 MN0182.geopotential number by the normal gravity value computed on the
 MN0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0182.degrees latitude (g = 980.6199 gals.).
 MN0182
 MN0182.The modeled gravity was interpolated from observed gravity values.
 MN0182
 MN0182;                    North         East    Units  Estimated Accuracy
 MN0182;SPC NE       -   209,780.      242,650.      MT  (+/- 180 meters Scaled)
 MN0182
 MN0182                          SUPERSEDED SURVEY CONTROL
 MN0182
 MN0182  NGVD 29 (??/??/92) 1122.378  (m)         3682.34   (f) ADJ UNCH    2 0
 MN0182
 MN0182.Superseded values are not recommended for survey control.
 MN0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0182.See file dsdata.txt to determine how the superseded data were derived.
 MN0182
 MN0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG587161(NAD 83)
 MN0182_MARKER: DB = BENCH MARK DISK
 MN0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0182_STAMPING: G 51 1934
 MN0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0182+STABILITY: SURFACE MOTION
 MN0182
 MN0182  HISTORY     - Date     Condition        Report By
 MN0182  HISTORY     - 1934     MONUMENTED       CGS
 MN0182
 MN0182                          STATION DESCRIPTION
 MN0182
 MN0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0182'AT NORTHPORT.
 MN0182'AT NORTHPORT, MORRILL COUNTY, ON THE UNION PACIFIC RAILROAD,
 MN0182'ABOUT 360 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 26,
 MN0182'72 FEET WEST OF THE SOUTHWEST CORNER OF THE STATION, AND 24
 MN0182'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD
 MN0182'DISK, STAMPED G 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0349 ***********************************************************************
 MN0349  DESIGNATION -  G 51 RESET
 MN0349  PID         -  MN0349
 MN0349  STATE/COUNTY-  NE/MORRILL
 MN0349  USGS QUAD   -  BRIDGEPORT (1965)
 MN0349
 MN0349                         *CURRENT SURVEY CONTROL
 MN0349  ___________________________________________________________________
 MN0349* NAD 83(1986)-  41 40 54.     (N)    103 05 34.     (W)     SCALED    
 MN0349* NAVD 88     -      1123.392  (meters)    3685.66   (feet)  ADJUSTED  
 MN0349  ___________________________________________________________________
 MN0349  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 MN0349  DYNAMIC HT  -        1122.687 (meters)    3683.35  (feet)  COMP
 MN0349  MODELED GRAV-     979,957.2   (mgal)                       NAVD 88
 MN0349
 MN0349  VERT ORDER  -  FIRST     CLASS II
 MN0349
 MN0349.The horizontal coordinates were scaled from a topographic map and have
 MN0349.an estimated accuracy of +/- 6 seconds.
 MN0349
 MN0349.The orthometric height was determined by differential leveling
 MN0349.and adjusted by the National Geodetic Survey in June 1991..
 MN0349
 MN0349.The geoid height was determined by GEOID03.
 MN0349
 MN0349.The dynamic height is computed by dividing the NAVD 88
 MN0349.geopotential number by the normal gravity value computed on the
 MN0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0349.degrees latitude (g = 980.6199 gals.).
 MN0349
 MN0349.The modeled gravity was interpolated from observed gravity values.
 MN0349
 MN0349;                    North         East    Units  Estimated Accuracy
 MN0349;SPC NE       -   209,820.      242,630.      MT  (+/- 180 meters Scaled)
 MN0349
 MN0349                          SUPERSEDED SURVEY CONTROL
 MN0349
 MN0349.No superseded survey control is available for this station.
 MN0349
 MN0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG587161(NAD 83)
 MN0349_MARKER: DB = BENCH MARK DISK
 MN0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0349_SP_SET: CONCRETE POST
 MN0349_STAMPING: G 51 RESET 1984
 MN0349_MARK LOGO: NGS   
 MN0349_PROJECTION: FLUSH
 MN0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0349+STABILITY: SURFACE MOTION
 MN0349
 MN0349  HISTORY     - Date     Condition        Report By
 MN0349  HISTORY     - 1984     MONUMENTED       UPRR
 MN0349  HISTORY     - 1985     GOOD             NGS
 MN0349  HISTORY     - 20041019 GOOD             INDIV
 MN0349
 MN0349                          STATION DESCRIPTION
 MN0349
 MN0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0349'IN BRIDGEPORT.
 MN0349'AT THE CROSSING OF US HIGHWAYS 385 AND 26 OVER THE UNION PACIFIC
 MN0349'RAILROAD IN BRIDGEPORT, BETWEEN 2 GREEN AND WHITE FENCE POSTS, 25.2
 MN0349'METERS (82.6 FT) NORTH OF THE NORTH RAIL OF THE NORTH SET OF TRACKS,
 MN0349'42.2 METERS (138.5 FT) WEST OF THE NORTHWEST CORNER OF A 5 BY 5 FOOT
 MN0349'BUILDING, 6.7 METERS (22 FT) NORTH OF THE CENTER OF A DIRT ROAD
 MN0349'LEADING EAST ALONG THE TRACKS, 0.6 METER (2 FT) SOUTH OF THE NORTH
 MN0349'FENCE POST AND 0.6 METER (2 FT) NORTH OF THE SOUTH FENCE POST.
 MN0349'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MN0349'THE MARK IS 0.3 M ABOVE THE TRACKS.
 MN0349
 MN0349                          STATION RECOVERY (2004)
 MN0349
 MN0349'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 MN0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0058 ***********************************************************************
 MN0058  DESIGNATION -  G 52
 MN0058  PID         -  MN0058
 MN0058  STATE/COUNTY-  NE/GARDEN
 MN0058  USGS QUAD   -  OSHKOSH (1971)
 MN0058
 MN0058                         *CURRENT SURVEY CONTROL
 MN0058  ___________________________________________________________________
 MN0058* NAD 83(1986)-  41 24 15.     (N)    102 20 19.     (W)     SCALED    
 MN0058* NAVD 88     -      1032.524  (meters)    3387.54   (feet)  ADJUSTED  
 MN0058  ___________________________________________________________________
 MN0058  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 MN0058  DYNAMIC HT  -        1031.895 (meters)    3385.48  (feet)  COMP
 MN0058  MODELED GRAV-     979,979.2   (mgal)                       NAVD 88
 MN0058
 MN0058  VERT ORDER  -  SECOND    CLASS 0
 MN0058
 MN0058.The horizontal coordinates were scaled from a topographic map and have
 MN0058.an estimated accuracy of +/- 6 seconds.
 MN0058
 MN0058.The orthometric height was determined by differential leveling
 MN0058.and adjusted by the National Geodetic Survey in June 1991..
 MN0058
 MN0058.The geoid height was determined by GEOID03.
 MN0058
 MN0058.The dynamic height is computed by dividing the NAVD 88
 MN0058.geopotential number by the normal gravity value computed on the
 MN0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0058.degrees latitude (g = 980.6199 gals.).
 MN0058
 MN0058.The modeled gravity was interpolated from observed gravity values.
 MN0058
 MN0058;                    North         East    Units  Estimated Accuracy
 MN0058;SPC NE       -   177,050.      304,540.      MT  (+/- 180 meters Scaled)
 MN0058
 MN0058                          SUPERSEDED SURVEY CONTROL
 MN0058
 MN0058  NGVD 29 (??/??/92) 1032.041  (m)         3385.95   (f) ADJ UNCH    2 0
 MN0058
 MN0058.Superseded values are not recommended for survey control.
 MN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0058.See file dsdata.txt to determine how the superseded data were derived.
 MN0058
 MN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF224870(NAD 83)
 MN0058_MARKER: DB = BENCH MARK DISK
 MN0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0058_STAMPING: G 52 1934
 MN0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0058+STABILITY: SURFACE MOTION
 MN0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0058+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 MN0058
 MN0058  HISTORY     - Date     Condition        Report By
 MN0058  HISTORY     - 1934     MONUMENTED       CGS
 MN0058  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0058  HISTORY     - 19920804 MARK NOT FOUND   NGS
 MN0058
 MN0058                          STATION DESCRIPTION
 MN0058
 MN0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0058'0.3 MI E FROM OSHKOSH.
 MN0058'ABOUT 0.3 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0058'STATION AT OSHKOSH, GARDEN COUNTY, ABOUT 0.5 MILE EAST OF MILEPOST
 MN0058'71, OPPOSITE THE FIRST BRIDGE EAST OF THE STATION, 45 FEET NORTH
 MN0058'OF THE NORTH RAIL OF THE MAIN TRACK, AND 40 FEET NORTHEAST OF THE
 MN0058'NORTHEAST CORNER OF THE BRIDGE.  A STANDARD DISK, STAMPED G 52
 MN0058'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- DITCH ON W SIDE
 MN0058'OF BM APPEARS TO HAVE BEEN WIDEN AND CLEANED OUT.  VERY POSSIBLE
 MN0058'THAT BM HAS BEEN DESTROYED OR COVERED UP WITH DIRT.
 MN0058
 MN0058                          STATION RECOVERY (1971)
 MN0058
 MN0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0058'MARK NOT FOUND.
 MN0058
 MN0058                          STATION RECOVERY (1992)
 MN0058
 MN0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MN0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0041 ***********************************************************************
 MN0041  DESIGNATION -  G 53 RESET
 MN0041  PID         -  MN0041
 MN0041  STATE/COUNTY-  NE/DEUEL
 MN0041  USGS QUAD   -  CHAPPELL NE (1971)
 MN0041
 MN0041                         *CURRENT SURVEY CONTROL
 MN0041  ___________________________________________________________________
 MN0041* NAD 83(1986)-  41 10 41.     (N)    102 20 31.     (W)     SCALED    
 MN0041* NAVD 88     -      1154.82   (meters)    3788.8    (feet)  RESET     
 MN0041  ___________________________________________________________________
 MN0041  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 MN0041
 MN0041  VERT ORDER  -  THIRD
 MN0041
 MN0041.The horizontal coordinates were scaled from a topographic map and have
 MN0041.an estimated accuracy of +/- 6 seconds.
 MN0041
 MN0041.The orthometric height was computed from unverified reset data.
 MN0041.No vertical observational check was made to the station.
 MN0041
 MN0041.The geoid height was determined by GEOID03.
 MN0041
 MN0041;                    North         East    Units  Estimated Accuracy
 MN0041;SPC NE       -   151,960.      303,580.      MT  (+/- 180 meters Scaled)
 MN0041
 MN0041                          SUPERSEDED SURVEY CONTROL
 MN0041
 MN0041.No superseded survey control is available for this station.
 MN0041
 MN0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF229619(NAD 83)
 MN0041_MARKER: DB = BENCH MARK DISK
 MN0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0041_STAMPING: G 53 RESET 1964
 MN0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0041+STABILITY: SURFACE MOTION
 MN0041
 MN0041  HISTORY     - Date     Condition        Report By
 MN0041  HISTORY     - 1964     MONUMENTED       CGS
 MN0041
 MN0041                          STATION DESCRIPTION
 MN0041
 MN0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MN0041'12.9 MI NE FROM CHAPPELL.
 MN0041'ABOUT 6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0041'CHAPPELL, DEUEL COUNTY, THENCE 6.0 MILES NORTH ALONG STATE HIGHWAY
 MN0041'27, AT A GRADED ROAD CROSSING, 1 AND 3/4 MILES SOUTH OF THE BEREA
 MN0041'LUTHERAN CHURCH, 3 MILES SOUTH OF THE DEUEL-GARDEN COUNTY LINE,
 MN0041'60 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 37, 38 FEET SOUTH
 MN0041'OF THE CENTER OF GRADE DIRT ROAD, 5 FEET SOUTH OF A POWER POLE, 1.5
 MN0041'FEET NORTH OF A NEW STEEL WITNESS POST, AND 1 FOOT WEST OF A FENCE
 MN0041'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0283 ***********************************************************************
 MN0283  DESIGNATION -  G 54 RESET
 MN0283  PID         -  MN0283
 MN0283  STATE/COUNTY-  NE/BANNER
 MN0283  USGS QUAD   -  WILDCAT MOUNTAIN (1979)
 MN0283
 MN0283                         *CURRENT SURVEY CONTROL
 MN0283  ___________________________________________________________________
 MN0283* NAD 83(1986)-  41 40 08.     (N)    103 40 35.     (W)     SCALED    
 MN0283* NAVD 88     -      1300.47   (meters)    4266.6    (feet)  RESET     
 MN0283  ___________________________________________________________________
 MN0283  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 MN0283
 MN0283  VERT ORDER  -  THIRD
 MN0283
 MN0283.The horizontal coordinates were scaled from a topographic map and have
 MN0283.an estimated accuracy of +/- 6 seconds.
 MN0283
 MN0283.The orthometric height was computed from unverified reset data.
 MN0283
 MN0283.The geoid height was determined by GEOID03.
 MN0283
 MN0283;                    North         East    Units  Estimated Accuracy
 MN0283;SPC NE       -   210,300.      194,030.      MT  (+/- 180 meters Scaled)
 MN0283
 MN0283                          SUPERSEDED SURVEY CONTROL
 MN0283
 MN0283.No superseded survey control is available for this station.
 MN0283
 MN0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG101138(NAD 83)
 MN0283_MARKER: DB = BENCH MARK DISK
 MN0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0283_STAMPING: G 54 RESET 1971
 MN0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0283+STABILITY: SURFACE MOTION
 MN0283
 MN0283  HISTORY     - Date     Condition        Report By
 MN0283  HISTORY     - 1971     MONUMENTED       NGS
 MN0283
 MN0283                          STATION DESCRIPTION
 MN0283
 MN0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MN0283'12 MI S FROM GERING.
 MN0283'ABOUT 11.8 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE COURTHOUSE
 MN0283'IN GERING, ACROSS THE ROAD EAST OF A GRAVELED ROAD LEADING WEST,
 MN0283'0.3 MILE NORTH OF AN ABANDONED SCHOOL, 65 FEET EAST OF THE
 MN0283'CENTER OF STATE HIGHWAY 71, 30 FEET NORTH OF AN EAST-WEST FENCE,
 MN0283'16.5 FEET NORTH OF A WIRE GATE AT A FIELD ENTRANCE, 3 FEET
 MN0283'NORTH OF THE NORTH GATE POST FOR THE WIRE GATE, 1 FOOT WEST OF
 MN0283'A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE
 MN0283'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0305 ***********************************************************************
 MN0305  DESIGNATION -  G 55 RESET
 MN0305  PID         -  MN0305
 MN0305  STATE/COUNTY-  NE/BANNER
 MN0305  USGS QUAD   -  INDIAN SPRINGS (1979)
 MN0305
 MN0305                         *CURRENT SURVEY CONTROL
 MN0305  ___________________________________________________________________
 MN0305* NAD 83(1986)-  41 34 58.     (N)    103 33 47.     (W)     SCALED    
 MN0305* NAVD 88     -      1310.02   (meters)    4298.0    (feet)  RESET     
 MN0305  ___________________________________________________________________
 MN0305  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 MN0305
 MN0305  VERT ORDER  -  THIRD
 MN0305
 MN0305.The horizontal coordinates were scaled from a topographic map and have
 MN0305.an estimated accuracy of +/- 6 seconds.
 MN0305
 MN0305.The orthometric height was computed from unverified reset data.
 MN0305
 MN0305.The geoid height was determined by GEOID03.
 MN0305
 MN0305;                    North         East    Units  Estimated Accuracy
 MN0305;SPC NE       -   200,350.      203,060.      MT  (+/- 180 meters Scaled)
 MN0305
 MN0305                          SUPERSEDED SURVEY CONTROL
 MN0305
 MN0305  NGVD 29 (??/??/??) 1309.34   (m)         4295.7    (f) RESET       3  
 MN0305
 MN0305.Superseded values are not recommended for survey control.
 MN0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0305.See file dsdata.txt to determine how the superseded data were derived.
 MN0305
 MN0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG197044(NAD 83)
 MN0305_MARKER: DB = BENCH MARK DISK
 MN0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0305_STAMPING: G 55 RESET 1966
 MN0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0305+STABILITY: SURFACE MOTION
 MN0305
 MN0305  HISTORY     - Date     Condition        Report By
 MN0305  HISTORY     - 1966     MONUMENTED       CGS
 MN0305
 MN0305                          STATION DESCRIPTION
 MN0305
 MN0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MN0305'15 MI W FROM REDINGTON.
 MN0305'ABOUT 15.0 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST
 MN0305'OFFICE AT REDINGTON, 173 FEET WEST OF A NORTH-SOUTH FENCE, 74
 MN0305'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 88, 40 FEET NORTHWEST
 MN0305'OF THE HEAD OF A DRAW, 1.5 FEET EAST OF A METAL WITNESS POST,
 MN0305'AND IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MN0305'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0754 ***********************************************************************
 ML0754  DESIGNATION -  G 56 RESET
 ML0754  PID         -  ML0754
 ML0754  STATE/COUNTY-  NE/CUSTER
 ML0754  USGS QUAD   -  MERNA (1978)
 ML0754
 ML0754                         *CURRENT SURVEY CONTROL
 ML0754  ___________________________________________________________________
 ML0754* NAD 83(1986)-  41 28 51.     (N)    099 50 16.     (W)     SCALED    
 ML0754* NAVD 88     -       810.45   (+/-2cm)    2659.0    (feet)  VERTCON   
 ML0754  ___________________________________________________________________
 ML0754  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 ML0754
 ML0754  VERT ORDER  -  THIRD (See Below)
 ML0754
 ML0754.The horizontal coordinates were scaled from a topographic map and have
 ML0754.an estimated accuracy of +/- 6 seconds.
 ML0754
 ML0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0754.The vertical order pertains to the NGVD 29 superseded value.
 ML0754
 ML0754.The geoid height was determined by GEOID03.
 ML0754
 ML0754;                    North         East    Units  Estimated Accuracy
 ML0754;SPC NE       -   182,930.      513,540.      MT  (+/- 180 meters Scaled)
 ML0754
 ML0754                          SUPERSEDED SURVEY CONTROL
 ML0754
 ML0754  NGVD 29 (??/??/??)  810.18   (m)         2658.1    (f) RESET       3  
 ML0754
 ML0754.Superseded values are not recommended for survey control.
 ML0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0754.See file dsdata.txt to determine how the superseded data were derived.
 ML0754
 ML0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML300924(NAD 83)
 ML0754_MARKER: DB = BENCH MARK DISK
 ML0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0754_STAMPING: G 56 RESET 1958
 ML0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0754+STABILITY: SURFACE MOTION
 ML0754
 ML0754  HISTORY     - Date     Condition        Report By
 ML0754  HISTORY     - 1958     MONUMENTED       NEDR
 ML0754
 ML0754                          STATION DESCRIPTION
 ML0754
 ML0754'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 ML0754'4.1 MI SW FROM MERNA.
 ML0754'ABOUT 4.1 MILES SOUTHWEST ALONG STATE HIGHWAYS 80 AND 92 FROM
 ML0754'THE POST OFFICE AT MERNA, CUSTER COUNTY, ABOUT 60 FEET FROM THE
 ML0754'CENTERLINE OF THE HIGHWAY, 480 FEET WEST OF POINT CURVATURE OF
 ML0754'THE HIGHWAY, AND 2.0 FEET FROM NORTH FENCE ON THE RIGHT OF WAY
 ML0754'LINE.  THIS BENCH MARK IS SOUTH OF THE FENCE LINE, AND NORTH
 ML0754'OF THE CENTERLINE.  A STANDARD DISK, STAMPED G 56 RESET 1958,
 ML0754'AND SET IN THE TOP OF A CONCRETE POST APPROXIMATELY 1.0 FOOT
 ML0754'ABOVE NATURAL GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0383 ***********************************************************************
 NP0383  DESIGNATION -  G 57
 NP0383  PID         -  NP0383
 NP0383  STATE/COUNTY-  NE/BOX BUTTE
 NP0383  USGS QUAD   -  MARSLAND SE (1983)
 NP0383
 NP0383                         *CURRENT SURVEY CONTROL
 NP0383  ___________________________________________________________________
 NP0383* NAD 83(1986)-  42 19 23.     (N)    103 22 01.     (W)     SCALED    
 NP0383* NAVD 88     -      1390.141  (meters)    4560.82   (feet)  POSTED    
 NP0383  ___________________________________________________________________
 NP0383  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 NP0383  DYNAMIC HT  -        1389.290 (meters)    4558.03  (feet)  COMP
 NP0383  MODELED GRAV-     979,960.2   (mgal)                       NAVD 88
 NP0383
 NP0383  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0383
 NP0383.The horizontal coordinates were scaled from a topographic map and have
 NP0383.an estimated accuracy of +/- 6 seconds.
 NP0383
 NP0383.The orthometric height was determined by differential leveling
 NP0383.and adjusted by the National Geodetic Survey in 1992..
 NP0383.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0383.rate of 1.1 thru 2.0 mm/km.
 NP0383
 NP0383.The geoid height was determined by GEOID03.
 NP0383
 NP0383.The dynamic height is computed by dividing the NAVD 88
 NP0383.geopotential number by the normal gravity value computed on the
 NP0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0383.degrees latitude (g = 980.6199 gals.).
 NP0383
 NP0383.The modeled gravity was interpolated from observed gravity values.
 NP0383
 NP0383;                    North         East    Units  Estimated Accuracy
 NP0383;SPC NE       -   281,830.      222,600.      MT  (+/- 180 meters Scaled)
 NP0383
 NP0383                          SUPERSEDED SURVEY CONTROL
 NP0383
 NP0383  NGVD 29 (??/??/92) 1389.458  (m)         4558.58   (f) ADJ UNCH    2 0
 NP0383
 NP0383.Superseded values are not recommended for survey control.
 NP0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0383.See file dsdata.txt to determine how the superseded data were derived.
 NP0383
 NP0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG345869(NAD 83)
 NP0383_MARKER: DB = BENCH MARK DISK
 NP0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0383_STAMPING: G 57 1934
 NP0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0383+STABILITY: SURFACE MOTION
 NP0383
 NP0383  HISTORY     - Date     Condition        Report By
 NP0383  HISTORY     - 1934     MONUMENTED       CGS
 NP0383  HISTORY     - 1956     GOOD             NGS
 NP0383  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0383
 NP0383                          STATION DESCRIPTION
 NP0383
 NP0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0383'15 MI W FROM HEMINGFORD.
 NP0383'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0383'OFFICE AT HEMINGFORD, THENCE 3.0 MILES WEST ALONG STATE HIGHWAY
 NP0383'87, 34 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET
 NP0383'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 9.6 FEET NORTH
 NP0383'OF A TELEPHONE POLE, 1 FOOT EAST OF A WITNESS POST, SET IN
 NP0383'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN
 NP0383'THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 27 NORTH, RANGE 52 WEST.
 NP0383
 NP0383                          STATION RECOVERY (1981)
 NP0383
 NP0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0411 ***********************************************************************
 NP0411  DESIGNATION -  G 58
 NP0411  PID         -  NP0411
 NP0411  STATE/COUNTY-  NE/SIOUX
 NP0411  USGS QUAD   -  AGATE (1979)
 NP0411
 NP0411                         *CURRENT SURVEY CONTROL
 NP0411  ___________________________________________________________________
 NP0411* NAD 83(1986)-  42 24 21.     (N)    103 47 16.     (W)     SCALED    
 NP0411* NAVD 88     -      1372.506  (meters)    4502.96   (feet)  POSTED    
 NP0411  ___________________________________________________________________
 NP0411  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 NP0411  DYNAMIC HT  -        1371.660 (meters)    4500.19  (feet)  COMP
 NP0411  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 NP0411
 NP0411  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0411
 NP0411.The horizontal coordinates were scaled from a topographic map and have
 NP0411.an estimated accuracy of +/- 6 seconds.
 NP0411
 NP0411.The orthometric height was determined by differential leveling
 NP0411.and adjusted by the National Geodetic Survey in 1992..
 NP0411.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0411.rate of 1.1 thru 2.0 mm/km.
 NP0411
 NP0411.The geoid height was determined by GEOID03.
 NP0411
 NP0411.The dynamic height is computed by dividing the NAVD 88
 NP0411.geopotential number by the normal gravity value computed on the
 NP0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0411.degrees latitude (g = 980.6199 gals.).
 NP0411
 NP0411.The modeled gravity was interpolated from observed gravity values.
 NP0411
 NP0411;                    North         East    Units  Estimated Accuracy
 NP0411;SPC NE       -   292,450.      188,350.      MT  (+/- 180 meters Scaled)
 NP0411
 NP0411                          SUPERSEDED SURVEY CONTROL
 NP0411
 NP0411  NGVD 29 (??/??/92) 1371.767  (m)         4500.54   (f) ADJ UNCH    2 0
 NP0411
 NP0411.Superseded values are not recommended for survey control.
 NP0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0411.See file dsdata.txt to determine how the superseded data were derived.
 NP0411
 NP0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG997955(NAD 83)
 NP0411_MARKER: DB = BENCH MARK DISK
 NP0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0411_STAMPING: G 58 1934
 NP0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0411+STABILITY: SURFACE MOTION
 NP0411
 NP0411  HISTORY     - Date     Condition        Report By
 NP0411  HISTORY     - 1934     MONUMENTED       CGS
 NP0411  HISTORY     - 1974     MARK NOT FOUND   USGS
 NP0411
 NP0411                          STATION DESCRIPTION
 NP0411
 NP0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0411'32.1 MI N FROM MITCHELL.
 NP0411'IN SIOUX COUNTY, 32.1 MILES NORTH ALONG STATE HIGHWAY 29 FROM
 NP0411'THE HIGH SCHOOL AT MITCHELL, SCOTTS BLUFF COUNTY, 60.5 FEET EAST
 NP0411'OF THE EAST END OF A CATTLE GATE, 67.5 FEET EAST OF THE CENTERLINE
 NP0411'OF THE HIGHWAY, AND AT THE INTERSECTION OF AN EAST-AND-WEST FENCE
 NP0411'WITH THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 58 1934
 NP0411'AND SET IN THE TOP OF A CONCRETE POST.
 NP0411
 NP0411                          STATION RECOVERY (1974)
 NP0411
 NP0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NP0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0097 ***********************************************************************
 MN0097  DESIGNATION -  G 59
 MN0097  PID         -  MN0097
 MN0097  STATE/COUNTY-  NE/DEUEL
 MN0097  USGS QUAD   -  MOUNT VERNON (1972)
 MN0097
 MN0097                         *CURRENT SURVEY CONTROL
 MN0097  ___________________________________________________________________
 MN0097* NAD 83(1986)-  41 08 21.     (N)    102 36 22.     (W)     SCALED    
 MN0097* NAVD 88     -      1156.993  (meters)    3795.90   (feet)  ADJUSTED  
 MN0097  ___________________________________________________________________
 MN0097  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 MN0097  DYNAMIC HT  -        1156.213 (meters)    3793.34  (feet)  COMP
 MN0097  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 MN0097
 MN0097  VERT ORDER  -  SECOND    CLASS 0
 MN0097
 MN0097.The horizontal coordinates were scaled from a topographic map and have
 MN0097.an estimated accuracy of +/- 6 seconds.
 MN0097
 MN0097.The orthometric height was determined by differential leveling
 MN0097.and adjusted by the National Geodetic Survey in June 1991..
 MN0097
 MN0097.The geoid height was determined by GEOID03.
 MN0097
 MN0097.The dynamic height is computed by dividing the NAVD 88
 MN0097.geopotential number by the normal gravity value computed on the
 MN0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0097.degrees latitude (g = 980.6199 gals.).
 MN0097
 MN0097.The modeled gravity was interpolated from observed gravity values.
 MN0097
 MN0097;                    North         East    Units  Estimated Accuracy
 MN0097;SPC NE       -   148,280.      281,300.      MT  (+/- 180 meters Scaled)
 MN0097
 MN0097                          SUPERSEDED SURVEY CONTROL
 MN0097
 MN0097  NGVD 29 (??/??/92) 1156.466  (m)         3794.17   (f) ADJ UNCH    2 0
 MN0097
 MN0097.Superseded values are not recommended for survey control.
 MN0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0097.See file dsdata.txt to determine how the superseded data were derived.
 MN0097
 MN0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF009569(NAD 83)
 MN0097_MARKER: DB = BENCH MARK DISK
 MN0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0097_STAMPING: G 59 1934
 MN0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0097+STABILITY: SURFACE MOTION
 MN0097
 MN0097  HISTORY     - Date     Condition        Report By
 MN0097  HISTORY     - 1934     MONUMENTED       CGS
 MN0097  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0097
 MN0097                          STATION DESCRIPTION
 MN0097
 MN0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0097'1.7 MI E FROM LODGE POLE.
 MN0097'IN DEUEL COUNTY, 1.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD
 MN0097'FROM THE STATION AT LODGE POLE, CHEYENNE COUNTY, 15 FEET EAST
 MN0097'OF MILEPOST 388, OPPOSITE A SIGNAL-CONTROL BOX, AND 84 FEET
 MN0097'SOUTH OF THE SOUTH RAIL OF THE SOUTH DOUBLE TRACK.  A STANDARD
 MN0097'DISK, STAMPED G 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0097
 MN0097                          STATION RECOVERY (1972)
 MN0097
 MN0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0831 ***********************************************************************
 LH0831  DESIGNATION -  G 60
 LH0831  PID         -  LH0831
 LH0831  STATE/COUNTY-  NE/DAWSON
 LH0831  USGS QUAD   -  BUFFALO (1962)
 LH0831
 LH0831                         *CURRENT SURVEY CONTROL
 LH0831  ___________________________________________________________________
 LH0831* NAD 83(1986)-  40 58 30.     (N)    099 45 14.     (W)     SCALED    
 LH0831* NAVD 88     -       786.936  (meters)    2581.81   (feet)  ADJUSTED  
 LH0831  ___________________________________________________________________
 LH0831  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 LH0831  DYNAMIC HT  -         786.481 (meters)    2580.31  (feet)  COMP
 LH0831  MODELED GRAV-     980,018.7   (mgal)                       NAVD 88
 LH0831
 LH0831  VERT ORDER  -  SECOND    CLASS 0
 LH0831
 LH0831.The horizontal coordinates were scaled from a topographic map and have
 LH0831.an estimated accuracy of +/- 6 seconds.
 LH0831
 LH0831.The orthometric height was determined by differential leveling
 LH0831.and adjusted by the National Geodetic Survey in June 1991..
 LH0831
 LH0831.The geoid height was determined by GEOID03.
 LH0831
 LH0831.The dynamic height is computed by dividing the NAVD 88
 LH0831.geopotential number by the normal gravity value computed on the
 LH0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0831.degrees latitude (g = 980.6199 gals.).
 LH0831
 LH0831.The modeled gravity was interpolated from observed gravity values.
 LH0831
 LH0831;                    North         East    Units  Estimated Accuracy
 LH0831;SPC NE       -   126,790.      520,710.      MT  (+/- 180 meters Scaled)
 LH0831
 LH0831                          SUPERSEDED SURVEY CONTROL
 LH0831
 LH0831  NGVD 29 (??/??/92)  786.635  (m)         2580.82   (f) ADJ UNCH    2 0
 LH0831
 LH0831.Superseded values are not recommended for survey control.
 LH0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0831.See file dsdata.txt to determine how the superseded data were derived.
 LH0831
 LH0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML365362(NAD 83)
 LH0831_MARKER: DB = BENCH MARK DISK
 LH0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0831_STAMPING: G 60 1934
 LH0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0831+STABILITY: SURFACE MOTION
 LH0831
 LH0831  HISTORY     - Date     Condition        Report By
 LH0831  HISTORY     - 1934     MONUMENTED       CGS
 LH0831  HISTORY     - 1950     GOOD             NGS
 LH0831
 LH0831                          STATION DESCRIPTION
 LH0831
 LH0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LH0831'13.8 MI N FROM LEXINGTON.
 LH0831'13.8 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE AT
 LH0831'LEXINGTON, 0.4 MILE NORTHWEST OF A BRIDGE OVER A WASH, 0.2 MILE
 LH0831'NORTH OF AN EAST AND WEST FENCE, 150 FEET NORTHWEST OF A CURVE
 LH0831'IN THE HIGHWAY, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LH0831'HIGHWAY, 2 FEET WEST OF THE RIGHT OF WAY FENCE, 1.2 FEET
 LH0831'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LH0831'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0175 ***********************************************************************
 NP0175  DESIGNATION -  G 61
 NP0175  PID         -  NP0175
 NP0175  STATE/COUNTY-  NE/SHERIDAN
 NP0175  USGS QUAD   -  JESSE LAKE (1989)
 NP0175
 NP0175                         *CURRENT SURVEY CONTROL
 NP0175  ___________________________________________________________________
 NP0175* NAD 83(1986)-  42 04 24.     (N)    102 38 43.     (W)     SCALED    
 NP0175* NAVD 88     -      1191.966  (meters)    3910.64   (feet)  ADJUSTED  
 NP0175  ___________________________________________________________________
 NP0175  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 NP0175  DYNAMIC HT  -        1191.272 (meters)    3908.36  (feet)  COMP
 NP0175  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 NP0175
 NP0175  VERT ORDER  -  SECOND    CLASS 0
 NP0175
 NP0175.The horizontal coordinates were scaled from a topographic map and have
 NP0175.an estimated accuracy of +/- 6 seconds.
 NP0175
 NP0175.The orthometric height was determined by differential leveling
 NP0175.and adjusted by the National Geodetic Survey in June 1991..
 NP0175
 NP0175.The geoid height was determined by GEOID03.
 NP0175
 NP0175.The dynamic height is computed by dividing the NAVD 88
 NP0175.geopotential number by the normal gravity value computed on the
 NP0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0175.degrees latitude (g = 980.6199 gals.).
 NP0175
 NP0175.The modeled gravity was interpolated from observed gravity values.
 NP0175
 NP0175;                    North         East    Units  Estimated Accuracy
 NP0175;SPC NE       -   252,050.      281,190.      MT  (+/- 180 meters Scaled)
 NP0175
 NP0175                          SUPERSEDED SURVEY CONTROL
 NP0175
 NP0175  NGVD 29 (??/??/92) 1191.395  (m)         3908.77   (f) ADJ UNCH    2 0
 NP0175
 NP0175.Superseded values are not recommended for survey control.
 NP0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0175.See file dsdata.txt to determine how the superseded data were derived.
 NP0175
 NP0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG947606(NAD 83)
 NP0175_MARKER: DB = BENCH MARK DISK
 NP0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0175_STAMPING: G 61 1940
 NP0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0175+STABILITY: SURFACE MOTION
 NP0175
 NP0175  HISTORY     - Date     Condition        Report By
 NP0175  HISTORY     - 1940     MONUMENTED       CGS
 NP0175
 NP0175                          STATION DESCRIPTION
 NP0175
 NP0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0175'3 MI W FROM ANTIOCH.
 NP0175'3.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0175'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 0.6 MILE WEST OF
 NP0175'MILEPOST 353, AT THE WEST SIDE OF A HOLLOW BETWEEN STATE HIGHWAY
 NP0175'2 AND THE TRACK, 36.8 FEET SOUTH OF THE SOUTH RAIL, 2.5 FEET EAST
 NP0175'OF A 4- BY 4-INCH WHITE POST PROJECTING 1.6 FEET ABOVE GROUND,
 NP0175'AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED G 61 1940
 NP0175'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT
 NP0175'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0288 ***********************************************************************
 NO0288  DESIGNATION -  G 62
 NO0288  PID         -  NO0288
 NO0288  STATE/COUNTY-  NE/GRANT
 NO0288  USGS QUAD   -  ASHBY (1989)
 NO0288
 NO0288                         *CURRENT SURVEY CONTROL
 NO0288  ___________________________________________________________________
 NO0288* NAD 83(1986)-  42 00 59.     (N)    101 53 31.     (W)     SCALED    
 NO0288* NAVD 88     -      1164.338  (meters)    3820.00   (feet)  ADJUSTED  
 NO0288  ___________________________________________________________________
 NO0288  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 NO0288  DYNAMIC HT  -        1163.679 (meters)    3817.84  (feet)  COMP
 NO0288  MODELED GRAV-     980,016.2   (mgal)                       NAVD 88
 NO0288
 NO0288  VERT ORDER  -  SECOND    CLASS 0
 NO0288
 NO0288.The horizontal coordinates were scaled from a topographic map and have
 NO0288.an estimated accuracy of +/- 6 seconds.
 NO0288
 NO0288.The orthometric height was determined by differential leveling
 NO0288.and adjusted by the National Geodetic Survey in June 1991..
 NO0288
 NO0288.The geoid height was determined by GEOID03.
 NO0288
 NO0288.The dynamic height is computed by dividing the NAVD 88
 NO0288.geopotential number by the normal gravity value computed on the
 NO0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0288.degrees latitude (g = 980.6199 gals.).
 NO0288
 NO0288.The modeled gravity was interpolated from observed gravity values.
 NO0288
 NO0288;                    North         East    Units  Estimated Accuracy
 NO0288;SPC NE       -   244,090.      343,350.      MT  (+/- 180 meters Scaled)
 NO0288
 NO0288                          SUPERSEDED SURVEY CONTROL
 NO0288
 NO0288  NGVD 29 (??/??/92) 1163.842  (m)         3818.37   (f) ADJ UNCH    2 0
 NO0288
 NO0288.Superseded values are not recommended for survey control.
 NO0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0288.See file dsdata.txt to determine how the superseded data were derived.
 NO0288
 NO0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM605556(NAD 83)
 NO0288_MARKER: DB = BENCH MARK DISK
 NO0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0288_STAMPING: G 62 1934
 NO0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0288+STABILITY: SURFACE MOTION
 NO0288
 NO0288  HISTORY     - Date     Condition        Report By
 NO0288  HISTORY     - 1934     MONUMENTED       CGS
 NO0288
 NO0288                          STATION DESCRIPTION
 NO0288
 NO0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0288'1.9 MI E FROM ASHBY.
 NO0288'1.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0288'FROM THE STATION AT ASHBY, GRANT COUNTY, 0.5 MILE WEST OF
 NO0288'MILEPOST 313, NEAR A SHALLOW RAVINE, AT THE EAST SLOPE OF A RISE,
 NO0288'200 FEET WEST OF A DIRT-ROAD CROSSING, 78.6 FEET NORTHWEST OF
 NO0288'THE CENTER OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT ON
 NO0288'STATE HIGHWAY 2, 54 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2
 NO0288'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED G 62 1934
 NO0288'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0179 ***********************************************************************
 MM0179  DESIGNATION -  G 65
 MM0179  PID         -  MM0179
 MM0179  STATE/COUNTY-  NE/LOGAN
 MM0179  USGS QUAD   -  CODY LAKE (1986)
 MM0179
 MM0179                         *CURRENT SURVEY CONTROL
 MM0179  ___________________________________________________________________
 MM0179* NAD 83(1986)-  41 30 08.     (N)    100 31 17.     (W)     SCALED    
 MM0179* NAVD 88     -       883.577  (meters)    2898.87   (feet)  ADJUSTED  
 MM0179  ___________________________________________________________________
 MM0179  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 MM0179  DYNAMIC HT  -         883.086 (meters)    2897.26  (feet)  COMP
 MM0179  MODELED GRAV-     980,037.4   (mgal)                       NAVD 88
 MM0179
 MM0179  VERT ORDER  -  SECOND    CLASS 0
 MM0179
 MM0179.The horizontal coordinates were scaled from a topographic map and have
 MM0179.an estimated accuracy of +/- 6 seconds.
 MM0179
 MM0179.The orthometric height was determined by differential leveling
 MM0179.and adjusted by the National Geodetic Survey in June 1991..
 MM0179
 MM0179.The geoid height was determined by GEOID03.
 MM0179
 MM0179.The dynamic height is computed by dividing the NAVD 88
 MM0179.geopotential number by the normal gravity value computed on the
 MM0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0179.degrees latitude (g = 980.6199 gals.).
 MM0179
 MM0179.The modeled gravity was interpolated from observed gravity values.
 MM0179
 MM0179;                    North         East    Units  Estimated Accuracy
 MM0179;SPC NE       -   185,420.      456,480.      MT  (+/- 180 meters Scaled)
 MM0179
 MM0179                          SUPERSEDED SURVEY CONTROL
 MM0179
 MM0179  NGVD 29 (??/??/92)  883.268  (m)         2897.86   (f) ADJ UNCH    2 0
 MM0179
 MM0179.Superseded values are not recommended for survey control.
 MM0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0179.See file dsdata.txt to determine how the superseded data were derived.
 MM0179
 MM0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL730956(NAD 83)
 MM0179_MARKER: DB = BENCH MARK DISK
 MM0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0179_STAMPING: G 65 1934
 MM0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0179+STABILITY: SURFACE MOTION
 MM0179
 MM0179  HISTORY     - Date     Condition        Report By
 MM0179  HISTORY     - 1934     MONUMENTED       CGS
 MM0179
 MM0179                          STATION DESCRIPTION
 MM0179
 MM0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0179'2 MI N FROM STAPLETON.
 MM0179'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE UNION
 MM0179'PACIFIC RAILROAD STATION AT STAPLETON, 48.3 FEET WEST OF THE
 MM0179'CENTER LINE OF THE HIGHWAY, 8.2 FEET SOUTH OF AN
 MM0179'EAST-AND-WEST FENCE, AND 2.7 FEET WEST OF THE RIGHT-OF-WAY
 MM0179'FENCE.  A STANDARD DISK, STAMPED G 65 1934 AND SET IN THE TOP
 MM0179'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0460 ***********************************************************************
 NN0460  DESIGNATION -  G 67
 NN0460  PID         -  NN0460
 NN0460  STATE/COUNTY-  NE/BLAINE
 NN0460  USGS QUAD   -  GOLDMAN LAKE SE (1982)
 NN0460
 NN0460                         *CURRENT SURVEY CONTROL
 NN0460  ___________________________________________________________________
 NN0460* NAD 83(1986)-  42 05 04.     (N)    099 52 01.     (W)     SCALED    
 NN0460* NAVD 88     -       789.136  (meters)    2589.02   (feet)  ADJUSTED  
 NN0460  ___________________________________________________________________
 NN0460  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 NN0460  DYNAMIC HT  -         788.761 (meters)    2587.79  (feet)  COMP
 NN0460  MODELED GRAV-     980,121.2   (mgal)                       NAVD 88
 NN0460
 NN0460  VERT ORDER  -  SECOND    CLASS 0
 NN0460
 NN0460.The horizontal coordinates were scaled from a topographic map and have
 NN0460.an estimated accuracy of +/- 6 seconds.
 NN0460
 NN0460.The orthometric height was determined by differential leveling
 NN0460.and adjusted by the National Geodetic Survey in June 1991..
 NN0460
 NN0460.The geoid height was determined by GEOID03.
 NN0460
 NN0460.The dynamic height is computed by dividing the NAVD 88
 NN0460.geopotential number by the normal gravity value computed on the
 NN0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0460.degrees latitude (g = 980.6199 gals.).
 NN0460
 NN0460.The modeled gravity was interpolated from observed gravity values.
 NN0460
 NN0460;                    North         East    Units  Estimated Accuracy
 NN0460;SPC NE       -   249,940.      511,010.      MT  (+/- 180 meters Scaled)
 NN0460
 NN0460                          SUPERSEDED SURVEY CONTROL
 NN0460
 NN0460  NGVD 29 (??/??/92)  788.839  (m)         2588.05   (f) ADJ UNCH    2 0
 NN0460
 NN0460.Superseded values are not recommended for survey control.
 NN0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0460.See file dsdata.txt to determine how the superseded data were derived.
 NN0460
 NN0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM282595(NAD 83)
 NN0460_MARKER: DB = BENCH MARK DISK
 NN0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0460_SP_SET: CONCRETE POST
 NN0460_STAMPING: G 67 1935
 NN0460_MARK LOGO: CGS   
 NN0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0460+STABILITY: SURFACE MOTION
 NN0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0460+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1988
 NN0460
 NN0460  HISTORY     - Date     Condition        Report By
 NN0460  HISTORY     - 1935     MONUMENTED       CGS
 NN0460  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0460  HISTORY     - 19880827 GOOD             NGS
 NN0460
 NN0460                          STATION DESCRIPTION
 NN0460
 NN0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0460'11.6 MI N FROM BREWSTER.
 NN0460'ABOUT 11.6 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0460'COURTHOUSE AT BREWSTER, BLAINE COUNTY, NEAR THE C. SNIVELY MAIL
 NN0460'BOX, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET
 NN0460'EAST OF THE EAST END OF A CATTLE GATE, AND 1.5 FEET NORTH OF THE
 NN0460'FENCE.  A STANDARD DISK, STAMPED G 67 1935 AND SET IN THE TOP
 NN0460'OF A CONCRETE POST.
 NN0460
 NN0460                          STATION RECOVERY (1975)
 NN0460
 NN0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0460'MARK NOT FOUND.
 NN0460
 NN0460                          STATION RECOVERY (1988)
 NN0460
 NN0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NN0460'THE MARK IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTH FROM BREWSTER, 3.2
 NN0460'KM (2.00 MI) WEST FROM STATE HIGHWAY 7 AND 0.8 KM (0.50 MI) SOUTH
 NN0460'FROM THE BLAINE/BROWN COUNTY LINE.
 NN0460'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 91, AT
 NN0460'BREWSTER, GO NORTH ON HIGHWAY 7 FOR 17.4 KM (10.80 MI) TO THE
 NN0460'BLAINE/BROWN COUNTY LINE.  CONTINUE NORTH FOR 1.29 KM (0.80 MI) TO A
 NN0460'GRADED ROAD ON THE LEFT, LEADING TO THE HARRY JOHNSON RANCH HOUSE.
 NN0460'TURN LEFT AND GO WEST ON THE GRADED ROAD FOR 2.57 KM (1.60 MI) TO THE
 NN0460'RANCH HOUSE ON THE RIGHT.  CONTINUE SOUTHWEST ON A TRACK ROAD FOR
 NN0460'0.16 KM (0.10 MI) TO A CATTLE GUARD.  CROSS THE CATTLE GUARD, TURN
 NN0460'LEFT, AND GO SOUTH ON A TRACK ROAD FOR 0.32 KM (0.20 MI) TO A GATE IN
 NN0460'A NORTH/SOUTH FENCE.  TURN LEFT, PASS THROUGH THE GATE, TURN RIGHT
 NN0460'AND CONTINUE SOUTH ON THE TRACK ROAD FOR 0.08 KM (0.05 MI) TO A GATE
 NN0460'IN AN EAST/WEST FENCE.  PASS THROUGH THE GATE AND CONTINUE SOUTH ON A
 NN0460'TRACK ROAD FOR 0.56 KM (0.35 MI) TO A WINDMILL.  CONTINUE SOUTH AND
 NN0460'SOUTHWEST ON THE TRACK ROAD FOR 0.89 KM (0.55 MI) TO A MARSH AND A
 NN0460'GATE IN AN EAST/WEST FENCE THAT IS VISIBLE STRAIGHT AHEAD, ACROSS THE
 NN0460'MARSH.  GO SOUTHEAST ACROSS A MEADOW, PASSING TO THE EAST OF THE
 NN0460'MARSH, FOR ABOUT 0.08 KM (0.05 MI) TO THE EAST/WEST FENCE.  TURN
 NN0460'SHARP RIGHT AND GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR ABOUT
 NN0460'0.08 KM (0.05 MI) TO THE GATE.  PASS THROUGH THE GATE, TURN LEFT, AND
 NN0460'GO EAST-SOUTHEAST, ACROSS A PASTURE, FOR 0.56 KM (0.35 MI) TO A GATE
 NN0460'IN A NORTH/SOUTH FENCE AND THE MARK, NEAR THE SOUTHEAST CORNER OF THE
 NN0460'NORTHEAST 1/4, SEC6, T24N, R22W.  THE DISK IS SET INTO THE TOP OF A
 NN0460'6-INCH SQUARE CONCRETE POST, THAT PROJECTS 6 CM ABOVE THE GROUND.  IT
 NN0460'IS 1.37 M (4.5 FT) NORTHWEST FROM THE NORTH GATE POST AND 0.61 M
 NN0460'(2.0 FT) WEST FROM A WITNESS POST AND THE NORTH/SOUTH FENCE.  THE MARK
 NN0460'IS ON PROPERTY OWNED BY THE HARRY JOHNSON RANCH.  MR. AND MRS.
 NN0460'JOHNSON LIVE AT THE HOUSE MENTIONED EARLIER IN THIS DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0098 ***********************************************************************
 MM0098  DESIGNATION -  G 7
 MM0098  PID         -  MM0098
 MM0098  STATE/COUNTY-  NE/LINCOLN
 MM0098  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0098
 MM0098                         *CURRENT SURVEY CONTROL
 MM0098  ___________________________________________________________________
 MM0098* NAD 83(1986)-  41 08 30.     (N)    100 43 19.     (W)     SCALED    
 MM0098* NAVD 88     -       852.280  (meters)    2796.19   (feet)  ADJUSTED  
 MM0098  ___________________________________________________________________
 MM0098  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 MM0098  DYNAMIC HT  -         851.786 (meters)    2794.57  (feet)  COMP
 MM0098  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 MM0098
 MM0098  VERT ORDER  -  FIRST     CLASS II
 MM0098
 MM0098.The horizontal coordinates were scaled from a topographic map and have
 MM0098.an estimated accuracy of +/- 6 seconds.
 MM0098
 MM0098.The orthometric height was determined by differential leveling
 MM0098.and adjusted by the National Geodetic Survey in June 1994..
 MM0098
 MM0098.The geoid height was determined by GEOID03.
 MM0098
 MM0098.The dynamic height is computed by dividing the NAVD 88
 MM0098.geopotential number by the normal gravity value computed on the
 MM0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0098.degrees latitude (g = 980.6199 gals.).
 MM0098
 MM0098.The modeled gravity was interpolated from observed gravity values.
 MM0098
 MM0098;                    North         East    Units  Estimated Accuracy
 MM0098;SPC NE       -   145,510.      439,410.      MT  (+/- 180 meters Scaled)
 MM0098
 MM0098                          SUPERSEDED SURVEY CONTROL
 MM0098
 MM0098  NAVD 88 (06/15/91)  852.275  (m)         2796.17   (f) UNKNOWN     1 2
 MM0098  NGVD 29 (??/??/92)  851.932  (m)         2795.05   (f) ADJ UNCH    1 2
 MM0098
 MM0098.Superseded values are not recommended for survey control.
 MM0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0098.See file dsdata.txt to determine how the superseded data were derived.
 MM0098
 MM0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL554559(NAD 83)
 MM0098_MARKER: DB = BENCH MARK DISK
 MM0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MM0098_SP_SET: BRIDGE
 MM0098_STAMPING: G-7 1933
 MM0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0098
 MM0098  HISTORY     - Date     Condition        Report By
 MM0098  HISTORY     - 1933     MONUMENTED       CGS
 MM0098  HISTORY     - 1970     MARK NOT FOUND   USGS
 MM0098
 MM0098                          STATION DESCRIPTION
 MM0098
 MM0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0098'2 MI E FROM NORTH PLATTE.
 MM0098'2.0 MILES EAST OF NORTH PLATTE, BY RAIL.  THE R/W OF THE UNION
 MM0098'PACIFIC RAILROAD, IN THE SOUTH END OF THE EAST ABUTMENT OF A
 MM0098'40 SPAN PLATE GIRDER DECK BRIDGE ACROSS THE NORTH PLATTE RIVER,
 MM0098'ONE POLE WEST OF MILEPOST 282, 7.2 FT SOUTH OF THE SOUTH RAIL
 MM0098'OF THE SOUTH MAINLINE, AND 20.2 FT SOUTH OF THE SOUTH RAIL OF
 MM0098'THE NORTH MAINLINE.  TABLET IS STAMPED G-7, 1933.
 MM0098
 MM0098                          STATION RECOVERY (1970)
 MM0098
 MM0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0099 ***********************************************************************
 MM0099  DESIGNATION -  G 7 RESET
 MM0099  PID         -  MM0099
 MM0099  STATE/COUNTY-  NE/LINCOLN
 MM0099  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0099
 MM0099                         *CURRENT SURVEY CONTROL
 MM0099  ___________________________________________________________________
 MM0099* NAD 83(1986)-  41 08 30.     (N)    100 43 19.     (W)     SCALED    
 MM0099* NAVD 88     -       852.91   (meters)    2798.3    (feet)  RESET     
 MM0099  ___________________________________________________________________
 MM0099  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 MM0099
 MM0099  VERT ORDER  -  THIRD
 MM0099
 MM0099.The horizontal coordinates were scaled from a topographic map and have
 MM0099.an estimated accuracy of +/- 6 seconds.
 MM0099
 MM0099.The orthometric height was computed from unverified reset data.
 MM0099
 MM0099.The geoid height was determined by GEOID03.
 MM0099
 MM0099;                    North         East    Units  Estimated Accuracy
 MM0099;SPC NE       -   145,510.      439,410.      MT  (+/- 180 meters Scaled)
 MM0099
 MM0099                          SUPERSEDED SURVEY CONTROL
 MM0099
 MM0099.No superseded survey control is available for this station.
 MM0099
 MM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL554559(NAD 83)
 MM0099_MARKER: DB = BENCH MARK DISK
 MM0099_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MM0099_SP_SET: SMALL BRIDGE ABUTMENT
 MM0099_STAMPING: G 7 RESET 1961
 MM0099_MARK LOGO: CGS   
 MM0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0099+STABILITY: SURFACE MOTION
 MM0099
 MM0099  HISTORY     - Date     Condition        Report By
 MM0099  HISTORY     - 1961     MONUMENTED       CGS
 MM0099  HISTORY     - 1986     POOR             NGS
 MM0099
 MM0099                          STATION DESCRIPTION
 MM0099
 MM0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MM0099'2 MI E FROM NORTH PLATTE.
 MM0099'THIS MARK IS LOCATED ABOUT 2.0 MILES EAST ALONG THE UNION
 MM0099'PACIFIC RAILROAD FROM NORTH PLATTE, ABOUT 1 POLE WEST OF MILE
 MM0099'POST 282, AT THE DECK GIRDER BRIDGE OVER NORTH PLATTE RIVER,
 MM0099'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT, AND
 MM0099'7 FT SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK.
 MM0099
 MM0099                          STATION RECOVERY (1986)
 MM0099
 MM0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0099'RECOVERED IN POOR CONDITION.  WILL NOT BE LEVELED TO DURING THIS
 MM0099'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0005 ***********************************************************************
 ML0005  DESIGNATION -  G 70
 ML0005  PID         -  ML0005
 ML0005  STATE/COUNTY-  NE/ANTELOPE
 ML0005  USGS QUAD   -  ELGIN NW (1985)
 ML0005
 ML0005                         *CURRENT SURVEY CONTROL
 ML0005  ___________________________________________________________________
 ML0005* NAD 83(1986)-  41 59 15.     (N)    098 12 06.     (W)     SCALED    
 ML0005* NAVD 88     -       598.547  (meters)    1963.73   (feet)  ADJUSTED  
 ML0005  ___________________________________________________________________
 ML0005  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 ML0005  DYNAMIC HT  -         598.285 (meters)    1962.87  (feet)  COMP
 ML0005  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 ML0005
 ML0005  VERT ORDER  -  SECOND    CLASS 0
 ML0005
 ML0005.The horizontal coordinates were scaled from a topographic map and have
 ML0005.an estimated accuracy of +/- 6 seconds.
 ML0005
 ML0005.The orthometric height was determined by differential leveling
 ML0005.and adjusted by the National Geodetic Survey in June 1991..
 ML0005.WARNING-Repeat measurements at this control monument indicate possible
 ML0005.vertical movement.
 ML0005
 ML0005.The geoid height was determined by GEOID03.
 ML0005
 ML0005.The dynamic height is computed by dividing the NAVD 88
 ML0005.geopotential number by the normal gravity value computed on the
 ML0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0005.degrees latitude (g = 980.6199 gals.).
 ML0005
 ML0005.The modeled gravity was interpolated from observed gravity values.
 ML0005
 ML0005;                    North         East    Units  Estimated Accuracy
 ML0005;SPC NE       -   240,720.      648,970.      MT  (+/- 180 meters Scaled)
 ML0005
 ML0005                          SUPERSEDED SURVEY CONTROL
 ML0005
 ML0005  NGVD 29 (??/??/92)  598.299  (m)         1962.92   (f) ADJ UNCH    2 0
 ML0005
 ML0005.Superseded values are not recommended for survey control.
 ML0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0005.See file dsdata.txt to determine how the superseded data were derived.
 ML0005
 ML0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM661486(NAD 83)
 ML0005_MARKER: DB = BENCH MARK DISK
 ML0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0005_STAMPING: G-70 1935
 ML0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0005+STABILITY: SURFACE MOTION
 ML0005
 ML0005  HISTORY     - Date     Condition        Report By
 ML0005  HISTORY     - 1935     MONUMENTED       CGS
 ML0005  HISTORY     - 1938     GOOD             NGS
 ML0005  HISTORY     - 1962     MARK NOT FOUND   USGS
 ML0005
 ML0005                          STATION DESCRIPTION
 ML0005
 ML0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0005'5.9 MI W FROM ELGIN.
 ML0005'5.9 MILES WEST OF THE POST OFFICE AT ELGIN (BOONE COUNTY), ALONG
 ML0005'STATE HIGHWAY NO. 53 BETWEEN ELGIN AND PARK CENTER, 0.2 OF A
 ML0005'MILE EAST OF THE ENTRANCE TO E. NELSONS FARM, 350 FEET WEST OF
 ML0005'A NORTH-SOUTH FENCE, 51.4 FEET NORTH OF THE CENTER OF THE
 ML0005'HIGHWAY, 4.2 FEET SOUTH OF THE RIGHT OF WAY FENCE THE SAME
 ML0005'ELEVATION AS THE ROAD.  A STANDARD DISK SET HORIZONTAL IN A
 ML0005'PRECAST CONCRETE POST.
 ML0005
 ML0005                          STATION RECOVERY (1962)
 ML0005
 ML0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ML0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0006 ***********************************************************************
 ML0006  CBN         -  This is a Cooperative Base Network Control Station.
 ML0006  DESIGNATION -  G 70 RESET
 ML0006  PID         -  ML0006
 ML0006  STATE/COUNTY-  NE/ANTELOPE
 ML0006  USGS QUAD   -  ELGIN NW (1985)
 ML0006
 ML0006                         *CURRENT SURVEY CONTROL
 ML0006  ___________________________________________________________________
 ML0006* NAD 83(1995)-  41 59 16.37957(N)    098 12 04.48409(W)     ADJUSTED  
 ML0006* NAVD 88     -       598.0    (meters)    1962.     (feet)  GPS OBS   
 ML0006  ___________________________________________________________________
 ML0006  X           -    -677,350.812 (meters)                     COMP
 ML0006  Y           -  -4,699,765.258 (meters)                     COMP
 ML0006  Z           -   4,244,987.309 (meters)                     COMP
 ML0006  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 ML0006  ELLIP HEIGHT-         573.61  (meters)          (07/10/01) GPS OBS
 ML0006  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 ML0006
 ML0006  HORZ ORDER  -  B
 ML0006  VERT ORDER  -  THIRD ? (See Below)
 ML0006  ELLP ORDER  -  FOURTH    CLASS I
 ML0006
 ML0006.The horizontal coordinates were established by GPS observations
 ML0006.and adjusted by the National Geodetic Survey in June 1996..
 ML0006
 ML0006.The orthometric height was determined by GPS observations and a
 ML0006.high-resolution geoid model.
 ML0006.The vertical order pertains to the first NAVD 88 superseded value.
 ML0006
 ML0006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0006
 ML0006.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML0006
 ML0006.The ellipsoidal height was determined by GPS observations
 ML0006.and is referenced to NAD 83.
 ML0006
 ML0006.The geoid height was determined by GEOID03.
 ML0006
 ML0006;                    North         East     Units Scale Factor Converg.
 ML0006;SPC NE       -   240,762.568   649,000.070   MT  0.99969393   +1 11 31.3
 ML0006;UTM  14      - 4,648,739.448   566,163.718   MT  0.99965387   +0 32 03.7
 ML0006
 ML0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0006!SPC NE       -   0.99991004  x   0.99969393  =   0.99960400
 ML0006!UTM  14      -   0.99991004  x   0.99965387  =   0.99956394
 ML0006
 ML0006                          SUPERSEDED SURVEY CONTROL
 ML0006
 ML0006  ELLIP H (06/25/96)  573.71   (m)                       GP(       ) 1 1
 ML0006  NAVD 88 (06/25/96)  598.15   (m)         1962.4    (f) LEVELING    3  
 ML0006  NGVD 29 (??/??/??)  597.92   (m)         1961.7    (f) RESET       3  
 ML0006
 ML0006.Superseded values are not recommended for survey control.
 ML0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0006.See file dsdata.txt to determine how the superseded data were derived.
 ML0006
 ML0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM6616448739(NAD 83)
 ML0006_MARKER: DB = BENCH MARK DISK
 ML0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0006_STAMPING: G 70 1935 RESET 1961
 ML0006_MARK LOGO: CGS   
 ML0006_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0006+STABILITY: SURFACE MOTION
 ML0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0006+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 ML0006
 ML0006  HISTORY     - Date     Condition        Report By
 ML0006  HISTORY     - 1961     MONUMENTED       CGS
 ML0006  HISTORY     - 19950615 GOOD             NGS
 ML0006  HISTORY     - 20000605 GOOD             NEDR
 ML0006
 ML0006                          STATION DESCRIPTION
 ML0006
 ML0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ML0006'5.9 MI W FROM ELGIN.
 ML0006'5.9 MILES WEST ALONG STATE HIGHWAY NO. 70 FROM THE POST OFFICE
 ML0006'AT ELGIN, 0.2 MILES EAST OF THE E. NELSON FARM ENTRANCE, 320 FEET
 ML0006'WEST OF A NORTH AND SOUTH FENCE, 82 FEET NORTH OF THE CENTERLINE
 ML0006'OF THE HIGHWAY, UNDER THE RIGHT-OF-WAY FENCE, AND SET IN THE
 ML0006'TOP OF A CONCRETE POST.
 ML0006
 ML0006                          STATION RECOVERY (1995)
 ML0006
 ML0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0006'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF ELGIN, 5 MI (8.0 KM)
 ML0006'EAST OF THE WHEELER-ANTELOPE COUNTY LINE, ON THE NORTH RIGHT-OF-WAY OF
 ML0006'STATE HIGHWAY 70 AND ABOUT 300 FT (91.4 M) WEST OF THE SE CORNER,
 ML0006'SEC2, T23N, R8W.  TO REACH THE MARK FROM THE JUNCTION OF STATE
 ML0006'HIGHWAYS 14 AND 70 IN ELGIN, GO WEST ON HIGHWAY 70 FOR 6.0 MI (9.7 KM)
 ML0006'TO A SIDE ROAD ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 0.05 MI
 ML0006'(0.08 KM) TO THE MARK ON THE RIGHT, JUST EAST OF A SMALL RISE.  THE
 ML0006'DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED
 ML0006'ABOUT 0.3 FT (9.1 CM) BELOW THE GROUND SURFACE.  IT IS 305.0 FT (93.0
 ML0006'M) WEST OF A T-FENCE LEADING NORTH AND THE EXTENDED CENTERLINE OF THE
 ML0006'COUNTY ROAD LEADING SOUTH, 85.2 FT (26.0 M) EAST-SOUTHEAST OF A
 ML0006'CENTER, BRACED, FENCE POST AT A RIGHT-OF-WAY MARKER, 82.5 FT (25.1 M)
 ML0006'NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.3 FT (1.0 M) EAST OF A
 ML0006'CARSONITE WITNESS POST, 1.7 FT (0.5 M) WEST OF A PLASTIC WITNESS POST,
 ML0006'0.5 FT (15.2 CM) SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND ABOUT THE
 ML0006'SAME ELEVATION AS THE HIGHWAY. REBAR WAS DRIVEN ALONG THE SOUTH SIDE
 ML0006'OF THE MARK.
 ML0006
 ML0006                          STATION RECOVERY (2000)
 ML0006
 ML0006'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 ML0006'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0530 ***********************************************************************
 ML0530  DESIGNATION -  G 71
 ML0530  PID         -  ML0530
 ML0530  STATE/COUNTY-  NE/GARFIELD
 ML0530  USGS QUAD   -  GABLES SW (1985)
 ML0530
 ML0530                         *CURRENT SURVEY CONTROL
 ML0530  ___________________________________________________________________
 ML0530* NAD 83(1986)-  41 46 36.     (N)    098 59 27.     (W)     SCALED    
 ML0530* NAVD 88     -       707.226  (meters)    2320.29   (feet)  ADJUSTED  
 ML0530  ___________________________________________________________________
 ML0530  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 ML0530  DYNAMIC HT  -         706.877 (meters)    2319.15  (feet)  COMP
 ML0530  MODELED GRAV-     980,106.8   (mgal)                       NAVD 88
 ML0530
 ML0530  VERT ORDER  -  SECOND    CLASS 0
 ML0530
 ML0530.The horizontal coordinates were scaled from a topographic map and have
 ML0530.an estimated accuracy of +/- 6 seconds.
 ML0530
 ML0530.The orthometric height was determined by differential leveling
 ML0530.and adjusted by the National Geodetic Survey in June 1991..
 ML0530
 ML0530.The geoid height was determined by GEOID03.
 ML0530
 ML0530.The dynamic height is computed by dividing the NAVD 88
 ML0530.geopotential number by the normal gravity value computed on the
 ML0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0530.degrees latitude (g = 980.6199 gals.).
 ML0530
 ML0530.The modeled gravity was interpolated from observed gravity values.
 ML0530
 ML0530;                    North         East    Units  Estimated Accuracy
 ML0530;SPC NE       -   216,250.      583,870.      MT  (+/- 180 meters Scaled)
 ML0530
 ML0530                          SUPERSEDED SURVEY CONTROL
 ML0530
 ML0530  NGVD 29 (??/??/92)  706.958  (m)         2319.41   (f) ADJ UNCH    2 0
 ML0530
 ML0530.Superseded values are not recommended for survey control.
 ML0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0530.See file dsdata.txt to determine how the superseded data were derived.
 ML0530
 ML0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM007249(NAD 83)
 ML0530_MARKER: DB = BENCH MARK DISK
 ML0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0530_STAMPING: G-71 1935
 ML0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0530+STABILITY: SURFACE MOTION
 ML0530
 ML0530  HISTORY     - Date     Condition        Report By
 ML0530  HISTORY     - 1935     MONUMENTED       CGS
 ML0530  HISTORY     - 1938     GOOD             NGS
 ML0530  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0530
 ML0530                          STATION DESCRIPTION
 ML0530
 ML0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0530'7.8 MI E FROM BURWELL.
 ML0530'7.8 MILES EAST OF THE COURTHOUSE AT BURWELL, ALONG STATE HIGHWAY
 ML0530'NO. 53 BETWEEN BURWELL AND BARTLETT, AT A POINT WHERE A CROSS-ROAD
 ML0530'RUNNING NORTH AND SOUTH CROSSES THE HIGHWAY DIAGONALLY, 560 FEET
 ML0530'SOUTH OF THE CENTER OF THE HIGHWAY, 85.7 FEET NORTH OF AN
 ML0530'EAST-WEST FENCE, 35 FEET EAST OF THE CENTER OF THE CROSS-ROAD,
 ML0530'3.2 FEET EAST OF THE RIGHT OF WAY FENCE, 3.5 FEET EAST OF A
 ML0530'TELEPHONE POLE LINE.  A STANDARD DISK SET HORIZONTAL IN A PRECAST
 ML0530'CONCRETE POST.  NOTE-- THIS MARK WAS COVERED WITH 8 INCHES OF
 ML0530'SOIL.
 ML0530
 ML0530                          STATION RECOVERY (1954)
 ML0530
 ML0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0872 ***********************************************************************
 ML0872  DESIGNATION -  G 72
 ML0872  PID         -  ML0872
 ML0872  STATE/COUNTY-  NE/LOUP
 ML0872  USGS QUAD   -  ALMERIA NW (1978)
 ML0872
 ML0872                         *CURRENT SURVEY CONTROL
 ML0872  ___________________________________________________________________
 ML0872* NAD 83(1986)-  41 55 44.     (N)    099 39 17.     (W)     SCALED    
 ML0872* NAVD 88     -       736.518  (meters)    2416.39   (feet)  ADJUSTED  
 ML0872  ___________________________________________________________________
 ML0872  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 ML0872  DYNAMIC HT  -         736.170 (meters)    2415.25  (feet)  COMP
 ML0872  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 ML0872
 ML0872  VERT ORDER  -  SECOND    CLASS 0
 ML0872
 ML0872.The horizontal coordinates were scaled from a topographic map and have
 ML0872.an estimated accuracy of +/- 6 seconds.
 ML0872
 ML0872.The orthometric height was determined by differential leveling
 ML0872.and adjusted by the National Geodetic Survey in June 1991..
 ML0872
 ML0872.The geoid height was determined by GEOID03.
 ML0872
 ML0872.The dynamic height is computed by dividing the NAVD 88
 ML0872.geopotential number by the normal gravity value computed on the
 ML0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0872.degrees latitude (g = 980.6199 gals.).
 ML0872
 ML0872.The modeled gravity was interpolated from observed gravity values.
 ML0872
 ML0872;                    North         East    Units  Estimated Accuracy
 ML0872;SPC NE       -   232,720.      528,630.      MT  (+/- 180 meters Scaled)
 ML0872
 ML0872                          SUPERSEDED SURVEY CONTROL
 ML0872
 ML0872  NGVD 29 (??/??/92)  736.251  (m)         2415.52   (f) ADJ UNCH    2 0
 ML0872
 ML0872.Superseded values are not recommended for survey control.
 ML0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0872.See file dsdata.txt to determine how the superseded data were derived.
 ML0872
 ML0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM457420(NAD 83)
 ML0872_MARKER: DB = BENCH MARK DISK
 ML0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0872_STAMPING: G-72 1935
 ML0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0872+STABILITY: SURFACE MOTION
 ML0872
 ML0872  HISTORY     - Date     Condition        Report By
 ML0872  HISTORY     - 1935     MONUMENTED       CGS
 ML0872
 ML0872                          STATION DESCRIPTION
 ML0872
 ML0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0872'12 MI E FROM BREWSTER.
 ML0872'12.0 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0872'HIGHWAY 53 BETWEEN TAYLOR AND BREWSTER, ON A SMALL KNOLE AT THE
 ML0872'NORTHEAST EDGE OF A SMALL WOODS, 31.5 FEET SOUTH OF THE CENTER
 ML0872'LINE OF ROAD, AND 1.0 FOOT NORTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0088 ***********************************************************************
 NO0088  DESIGNATION -  G 73
 NO0088  PID         -  NO0088
 NO0088  STATE/COUNTY-  NE/CHERRY
 NO0088  USGS QUAD   -  BIG LAKE (1985)
 NO0088
 NO0088                         *CURRENT SURVEY CONTROL
 NO0088  ___________________________________________________________________
 NO0088* NAD 83(1986)-  42 27 00.     (N)    100 36 34.     (W)     SCALED    
 NO0088* NAVD 88     -       901.148  (meters)    2956.52   (feet)  ADJUSTED  
 NO0088  ___________________________________________________________________
 NO0088  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 NO0088  DYNAMIC HT  -         900.719 (meters)    2955.11  (feet)  COMP
 NO0088  MODELED GRAV-     980,114.9   (mgal)                       NAVD 88
 NO0088
 NO0088  VERT ORDER  -  SECOND    CLASS 0
 NO0088
 NO0088.The horizontal coordinates were scaled from a topographic map and have
 NO0088.an estimated accuracy of +/- 6 seconds.
 NO0088
 NO0088.The orthometric height was determined by differential leveling
 NO0088.and adjusted by the National Geodetic Survey in June 1991..
 NO0088
 NO0088.The geoid height was determined by GEOID03.
 NO0088
 NO0088.The dynamic height is computed by dividing the NAVD 88
 NO0088.geopotential number by the normal gravity value computed on the
 NO0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0088.degrees latitude (g = 980.6199 gals.).
 NO0088
 NO0088.The modeled gravity was interpolated from observed gravity values.
 NO0088
 NO0088;                    North         East    Units  Estimated Accuracy
 NO0088;SPC NE       -   290,710.      449,880.      MT  (+/- 180 meters Scaled)
 NO0088
 NO0088                          SUPERSEDED SURVEY CONTROL
 NO0088
 NO0088  NGVD 29 (??/??/92)  900.830  (m)         2955.47   (f) ADJ UNCH    2 0
 NO0088
 NO0088.Superseded values are not recommended for survey control.
 NO0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0088.See file dsdata.txt to determine how the superseded data were derived.
 NO0088
 NO0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN676009(NAD 83)
 NO0088_MARKER: DB = BENCH MARK DISK
 NO0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0088_STAMPING: G 73 1934
 NO0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0088+STABILITY: SURFACE MOTION
 NO0088
 NO0088  HISTORY     - Date     Condition        Report By
 NO0088  HISTORY     - 1934     MONUMENTED       CGS
 NO0088  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0088
 NO0088                          STATION DESCRIPTION
 NO0088
 NO0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0088'16 MI N FROM BROWNLEE.
 NO0088'ABOUT 16.0 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0088'AT BROWNLEE, CHERRY COUNTY, AT THE WEST EDGE OF A DRY LAKE, 14
 NO0088'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND 2 FEET NORTH
 NO0088'OF THE FENCE.  A STANDARD DISK, STAMPED G 73 1934 AND SET IN THE
 NO0088'TOP OF A CONCRETE POST.
 NO0088
 NO0088                          STATION RECOVERY (1984)
 NO0088
 NO0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0089 ***********************************************************************
 NP0089  DESIGNATION -  G 75
 NP0089  PID         -  NP0089
 NP0089  STATE/COUNTY-  NE/SHERIDAN
 NP0089  USGS QUAD   -  BILLYS LAKE (1989)
 NP0089
 NP0089                         *CURRENT SURVEY CONTROL
 NP0089  ___________________________________________________________________
 NP0089* NAD 83(1986)-  42 24 53.     (N)    102 06 51.     (W)     SCALED    
 NP0089* NAVD 88     -      1170.108  (meters)    3838.93   (feet)  ADJUSTED  
 NP0089  ___________________________________________________________________
 NP0089  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 NP0089  DYNAMIC HT  -        1169.495 (meters)    3836.92  (feet)  COMP
 NP0089  MODELED GRAV-     980,056.2   (mgal)                       NAVD 88
 NP0089
 NP0089  VERT ORDER  -  SECOND    CLASS 0
 NP0089
 NP0089.The horizontal coordinates were scaled from a topographic map and have
 NP0089.an estimated accuracy of +/- 6 seconds.
 NP0089
 NP0089.The orthometric height was determined by differential leveling
 NP0089.and adjusted by the National Geodetic Survey in June 1991..
 NP0089
 NP0089.The geoid height was determined by GEOID03.
 NP0089
 NP0089.The dynamic height is computed by dividing the NAVD 88
 NP0089.geopotential number by the normal gravity value computed on the
 NP0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0089.degrees latitude (g = 980.6199 gals.).
 NP0089
 NP0089.The modeled gravity was interpolated from observed gravity values.
 NP0089
 NP0089;                    North         East    Units  Estimated Accuracy
 NP0089;SPC NE       -   288,740.      326,040.      MT  (+/- 180 meters Scaled)
 NP0089
 NP0089                          SUPERSEDED SURVEY CONTROL
 NP0089
 NP0089  NGVD 29 (??/??/92) 1169.588  (m)         3837.22   (f) ADJ UNCH    2 0
 NP0089
 NP0089.Superseded values are not recommended for survey control.
 NP0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0089.See file dsdata.txt to determine how the superseded data were derived.
 NP0089
 NP0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG374998(NAD 83)
 NP0089_MARKER: DB = BENCH MARK DISK
 NP0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0089_STAMPING: G 75 1934
 NP0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0089+STABILITY: SURFACE MOTION
 NP0089
 NP0089  HISTORY     - Date     Condition        Report By
 NP0089  HISTORY     - 1934     MONUMENTED       CGS
 NP0089  HISTORY     - 1948     MARK NOT FOUND   NGS
 NP0089
 NP0089                          STATION DESCRIPTION
 NP0089
 NP0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NP0089'32.8 MI N FROM ELLSWORTH.
 NP0089'32.8 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0089'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0089'COUNTY, 4.0 MILES SOUTH OF THE SPRING LAKE RANCH, 30-1/2 FEET
 NP0089'EAST OF THE CENTER OF AN AUTO GATE, AND 3-1/2 FEET SOUTH OF A
 NP0089'FENCE.  A STANDARD DISK, STAMPED G 75 1934 AND SET IN THE TOP
 NP0089'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0225 ***********************************************************************
 MN0225  DESIGNATION -  G 76
 MN0225  PID         -  MN0225
 MN0225  STATE/COUNTY-  NE/KIMBALL
 MN0225  USGS QUAD   -  OLIVER RESERVOIR (1972)
 MN0225
 MN0225                         *CURRENT SURVEY CONTROL
 MN0225  ___________________________________________________________________
 MN0225* NAD 83(1986)-  41 13 50.     (N)    103 48 56.     (W)     SCALED    
 MN0225* NAVD 88     -      1467.406  (meters)    4814.31   (feet)  ADJUSTED  
 MN0225  ___________________________________________________________________
 MN0225  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 MN0225  DYNAMIC HT  -        1466.305 (meters)    4810.70  (feet)  COMP
 MN0225  MODELED GRAV-     979,822.3   (mgal)                       NAVD 88
 MN0225
 MN0225  VERT ORDER  -  SECOND    CLASS 0
 MN0225
 MN0225.The horizontal coordinates were scaled from a topographic map and have
 MN0225.an estimated accuracy of +/- 6 seconds.
 MN0225
 MN0225.The orthometric height was determined by differential leveling
 MN0225.and adjusted by the National Geodetic Survey in June 1991..
 MN0225
 MN0225.The geoid height was determined by GEOID03.
 MN0225
 MN0225.The dynamic height is computed by dividing the NAVD 88
 MN0225.geopotential number by the normal gravity value computed on the
 MN0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0225.degrees latitude (g = 980.6199 gals.).
 MN0225
 MN0225.The modeled gravity was interpolated from observed gravity values.
 MN0225
 MN0225;                    North         East    Units  Estimated Accuracy
 MN0225;SPC NE       -   162,180.      180,310.      MT  (+/- 180 meters Scaled)
 MN0225
 MN0225                          SUPERSEDED SURVEY CONTROL
 MN0225
 MN0225  NGVD 29 (??/??/92) 1466.672  (m)         4811.91   (f) ADJ UNCH    2 0
 MN0225
 MN0225.Superseded values are not recommended for survey control.
 MN0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0225.See file dsdata.txt to determine how the superseded data were derived.
 MN0225
 MN0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF992650(NAD 83)
 MN0225_MARKER: DB = BENCH MARK DISK
 MN0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0225_STAMPING: G 76 1934
 MN0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0225+STABILITY: SURFACE MOTION
 MN0225
 MN0225  HISTORY     - Date     Condition        Report By
 MN0225  HISTORY     - 1934     MONUMENTED       CGS
 MN0225  HISTORY     - 1941     GOOD             NGS
 MN0225
 MN0225                          STATION DESCRIPTION
 MN0225
 MN0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0225'4 MI E FROM BUSHNELL.
 MN0225'4.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0225'AT BUSHNELL, KIMBALL COUNTY, 14 POLES EAST OF MILEPOST 453, 1
 MN0225'POLE EAST OF A DOUBLE POLE, 66.5 FEET SOUTH OF THE SOUTH RAIL,
 MN0225'32.8 FEET EAST OF A FENCE, 20 FEET EAST OF A POLE, AND ABOUT 3
 MN0225'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 76 1934
 MN0225'AND SET IN THE TOP OF A CONCRETE POST.
 MN0225
 MN0225                          STATION RECOVERY (1941)
 MN0225
 MN0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MN0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0695 ***********************************************************************
 MJ0695  DESIGNATION -  G 78
 MJ0695  PID         -  MJ0695
 MJ0695  STATE/COUNTY-  NE/SARPY
 MJ0695  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0695
 MJ0695                         *CURRENT SURVEY CONTROL
 MJ0695  ___________________________________________________________________
 MJ0695* NAD 83(1986)-  41 08 53.     (N)    095 56 15.     (W)     SCALED    
 MJ0695* NAVD 88     -       301.915  (meters)     990.53   (feet)  ADJUSTED  
 MJ0695  ___________________________________________________________________
 MJ0695  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MJ0695  DYNAMIC HT  -         301.791 (meters)     990.13  (feet)  COMP
 MJ0695  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 MJ0695
 MJ0695  VERT ORDER  -  SECOND    CLASS 0
 MJ0695
 MJ0695.The horizontal coordinates were scaled from a topographic map and have
 MJ0695.an estimated accuracy of +/- 6 seconds.
 MJ0695
 MJ0695.The orthometric height was determined by differential leveling
 MJ0695.and adjusted by the National Geodetic Survey in June 1991..
 MJ0695
 MJ0695.The geoid height was determined by GEOID03.
 MJ0695
 MJ0695.The dynamic height is computed by dividing the NAVD 88
 MJ0695.geopotential number by the normal gravity value computed on the
 MJ0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0695.degrees latitude (g = 980.6199 gals.).
 MJ0695
 MJ0695.The modeled gravity was interpolated from observed gravity values.
 MJ0695
 MJ0695;                    North         East    Units  Estimated Accuracy
 MJ0695;SPC NE       -   153,980.      840,800.      MT  (+/- 180 meters Scaled)
 MJ0695
 MJ0695                          SUPERSEDED SURVEY CONTROL
 MJ0695
 MJ0695  NGVD 29 (??/??/92)  301.812  (m)          990.19   (f) ADJ UNCH    2 0
 MJ0695
 MJ0695.Superseded values are not recommended for survey control.
 MJ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0695.See file dsdata.txt to determine how the superseded data were derived.
 MJ0695
 MJ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF534593(NAD 83)
 MJ0695_MARKER: DB = BENCH MARK DISK
 MJ0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0695_STAMPING: G 78 1934
 MJ0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0695+STABILITY: SURFACE MOTION
 MJ0695
 MJ0695  HISTORY     - Date     Condition        Report By
 MJ0695  HISTORY     - 1934     MONUMENTED       CGS
 MJ0695  HISTORY     - 1950     GOOD             NGS
 MJ0695  HISTORY     - 1976     POOR             NGS
 MJ0695
 MJ0695                          STATION DESCRIPTION
 MJ0695
 MJ0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MJ0695'0.6 MI E FROM GILMORE.
 MJ0695'0.6 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MJ0695'AT GILMORE, AT AN ABANDONED ROAD CROSSING, AT THE WEST END OF A
 MJ0695'CUT, 50 YARDS SOUTHWEST OF RAILROAD TRESTLE 11.81, 51 FEET SOUTH
 MJ0695'OF A SIGN READING AVERY ONE MILE, 44 FEET NORTH OF THE MOST
 MJ0695'EASTERLY ONE OF TWO BRACED POWER POLES, 46 FEET SOUTHEAST OF THE
 MJ0695'SOUTHEAST RAIL, 11 FEET EAST OF A TELEPHONE POLE, 2.8 FEET
 MJ0695'NORTHWEST OF THE RIGHT OF WAY FENCE, 1.2 FEET NORTHEAST OF A
 MJ0695'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MJ0695'0.4 FOOT ABOVE THE GROUND.
 MJ0695
 MJ0695                          STATION RECOVERY (1976)
 MJ0695
 MJ0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0695'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1055 ***********************************************************************
 MJ1055  DESIGNATION -  G 78 RESET
 MJ1055  PID         -  MJ1055
 MJ1055  STATE/COUNTY-  NE/SARPY
 MJ1055  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1055
 MJ1055                         *CURRENT SURVEY CONTROL
 MJ1055  ___________________________________________________________________
 MJ1055* NAD 83(1986)-  41 08 53.     (N)    095 56 15.     (W)     SCALED    
 MJ1055* NAVD 88     -       302.20   (+/-2cm)     991.5    (feet)  VERTCON   
 MJ1055  ___________________________________________________________________
 MJ1055  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MJ1055
 MJ1055  VERT ORDER  -  THIRD (See Below)
 MJ1055
 MJ1055.The horizontal coordinates were scaled from a topographic map and have
 MJ1055.an estimated accuracy of +/- 6 seconds.
 MJ1055
 MJ1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1055.The vertical order pertains to the NGVD 29 superseded value.
 MJ1055
 MJ1055.The geoid height was determined by GEOID03.
 MJ1055
 MJ1055;                    North         East    Units  Estimated Accuracy
 MJ1055;SPC NE       -   153,980.      840,800.      MT  (+/- 180 meters Scaled)
 MJ1055
 MJ1055                          SUPERSEDED SURVEY CONTROL
 MJ1055
 MJ1055  NGVD 29 (08/02/06)  302.10   (m)          991.1    (f) RESET       3  
 MJ1055
 MJ1055.Superseded values are not recommended for survey control.
 MJ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1055.See file dsdata.txt to determine how the superseded data were derived.
 MJ1055
 MJ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF534593(NAD 83)
 MJ1055_MARKER: DB = BENCH MARK DISK
 MJ1055_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MJ1055+WITH SETTING: INTO GROUND
 MJ1055_STAMPING: G 78 RESET 1976
 MJ1055_PROJECTION: FLUSH
 MJ1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1055+STABILITY: SURFACE MOTION
 MJ1055_ROD/PIPE-DEPTH: 1.22 meters
 MJ1055
 MJ1055  HISTORY     - Date     Condition        Report By
 MJ1055  HISTORY     - 1976     MONUMENTED       NGS
 MJ1055
 MJ1055                          STATION DESCRIPTION
 MJ1055
 MJ1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 MJ1055'0.6 MI EAST FROM GILMORE.
 MJ1055'0.6 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM GILMORE, 50 YARDS
 MJ1055'WEST OF THE RAILROAD TRESTLE 11.18, 29.4 FEET NORTH OF THE NORTH
 MJ1055'RAIL OF THE RAILROAD TRACK, 14.4 FEET EAST-NORTHEAST OF A METAL POST
 MJ1055'WITH SIGN 14 ATTACHED AND ON THE WEST EDGE OF OVERHEAD POWERLINES
 MJ1055'(DOUBLE POLES) GOING NORTHEAST-SOUTHWEST AND 0.45 MILE EAST OF A
 MJ1055'ROAD CROSSING.
 MJ1055'THE MARK IS 1.6 FT  W FROM A WITNESS POST.
 MJ1055'THE MARK IS ABOVE LEVEL WITH RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0215 ***********************************************************************
 MM0215  DESIGNATION -  G 8
 MM0215  PID         -  MM0215
 MM0215  STATE/COUNTY-  NE/KEITH
 MM0215  USGS QUAD   -  KEYSTONE (1971)
 MM0215
 MM0215                         *CURRENT SURVEY CONTROL
 MM0215  ___________________________________________________________________
 MM0215* NAD 83(1986)-  41 07 45.     (N)    101 35 11.     (W)     SCALED    
 MM0215* NAVD 88     -       965.257  (meters)    3166.85   (feet)  ADJUSTED  
 MM0215  ___________________________________________________________________
 MM0215  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 MM0215  DYNAMIC HT  -         964.664 (meters)    3164.90  (feet)  COMP
 MM0215  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 MM0215
 MM0215  VERT ORDER  -  FIRST     CLASS II
 MM0215
 MM0215.The horizontal coordinates were scaled from a topographic map and have
 MM0215.an estimated accuracy of +/- 6 seconds.
 MM0215
 MM0215.The orthometric height was determined by differential leveling
 MM0215.and adjusted by the National Geodetic Survey in June 1991..
 MM0215.WARNING-Repeat measurements at this control monument indicate possible
 MM0215.vertical movement.
 MM0215
 MM0215.The geoid height was determined by GEOID03.
 MM0215
 MM0215.The dynamic height is computed by dividing the NAVD 88
 MM0215.geopotential number by the normal gravity value computed on the
 MM0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0215.degrees latitude (g = 980.6199 gals.).
 MM0215
 MM0215.The modeled gravity was interpolated from observed gravity values.
 MM0215
 MM0215;                    North         East    Units  Estimated Accuracy
 MM0215;SPC NE       -   145,090.      366,840.      MT  (+/- 180 meters Scaled)
 MM0215
 MM0215                          SUPERSEDED SURVEY CONTROL
 MM0215
 MM0215  NGVD 29 (02/14/92)  964.836  (m)         3165.47   (f) ADJUSTED    1 2
 MM0215
 MM0215.Superseded values are not recommended for survey control.
 MM0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0215.See file dsdata.txt to determine how the superseded data were derived.
 MM0215
 MM0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL828563(NAD 83)
 MM0215_MARKER: DB = BENCH MARK DISK
 MM0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0215_SP_SET: CONCRETE POST
 MM0215_STAMPING: G 8 1933 3165.502
 MM0215_MARK LOGO: CGS   
 MM0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0215+STABILITY: SURFACE MOTION
 MM0215
 MM0215  HISTORY     - Date     Condition        Report By
 MM0215  HISTORY     - 1933     MONUMENTED       CGS
 MM0215  HISTORY     - 1941     GOOD             NGS
 MM0215  HISTORY     - 1981     GOOD             NEDR
 MM0215  HISTORY     - 1985     GOOD             DMA
 MM0215  HISTORY     - 1986     GOOD             NGS
 MM0215  HISTORY     - 19980710 GOOD             USPSQD
 MM0215
 MM0215                          STATION DESCRIPTION
 MM0215
 MM0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0215'7.1 MI E FROM OGALLALA.
 MM0215'ABOUT 7.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0215'OGALLALA, KEITH COUNTY, ABOUT 12-1/2 POLES EAST OF MILEPOST
 MM0215'328, AT ROSCOE, ABOUT 23 FEET WEST OF A POINT 125 FEET SOUTH OF
 MM0215'THE SOUTHWEST CORNER OF THE STATION, 23 FEET EAST OF THE CENTER
 MM0215'OF A PRIVATE-ROAD CROSSING WEST OF THE STATION, 67.2 FEET SOUTH OF
 MM0215'THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND 5 FEET NORTH OF THE
 MM0215'SOUTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 3165.502 G 8
 MM0215'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 MM0215'INCHES ABOVE GROUND.
 MM0215
 MM0215                          STATION RECOVERY (1941)
 MM0215
 MM0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MM0215'RECOVERED IN GOOD CONDITION.
 MM0215
 MM0215                          STATION RECOVERY (1981)
 MM0215
 MM0215'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1981
 MM0215'RECOVERED IN GOOD CONDITION.
 MM0215
 MM0215                          STATION RECOVERY (1985)
 MM0215
 MM0215'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MM0215'RECOVERED IN GOOD CONDITION.
 MM0215
 MM0215                          STATION RECOVERY (1986)
 MM0215
 MM0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0215'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.3 KM (7.0
 MM0215'MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 26 AND
 MM0215'STATE ROUTE 61 AT OGALLALA, 4.9 METERS (16 FT) EAST OF THE CENTER OF
 MM0215'AN IRON GATE, 10.7 METERS (35 FT) EAST OF A RAILROAD 3/4 MILEPOLE AND
 MM0215'0.3 METER (1 FT) NORTH OF A METAL WITNESS POST.
 MM0215
 MM0215                          STATION RECOVERY (1998)
 MM0215
 MM0215'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1263 ***********************************************************************
 MK1263  DESIGNATION -  G 81
 MK1263  PID         -  MK1263
 MK1263  STATE/COUNTY-  NE/SEWARD
 MK1263  USGS QUAD   -  DWIGHT (1966)
 MK1263
 MK1263                         *CURRENT SURVEY CONTROL
 MK1263  ___________________________________________________________________
 MK1263* NAD 83(1986)-  41 00 26.     (N)    097 03 36.     (W)     SCALED    
 MK1263* NAVD 88     -       475.579  (meters)    1560.30   (feet)  ADJUSTED  
 MK1263  ___________________________________________________________________
 MK1263  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 MK1263  DYNAMIC HT  -         475.332 (meters)    1559.49  (feet)  COMP
 MK1263  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 MK1263
 MK1263  VERT ORDER  -  SECOND    CLASS 0
 MK1263
 MK1263.The horizontal coordinates were scaled from a topographic map and have
 MK1263.an estimated accuracy of +/- 6 seconds.
 MK1263
 MK1263.The orthometric height was determined by differential leveling
 MK1263.and adjusted by the National Geodetic Survey in June 1991..
 MK1263
 MK1263.The geoid height was determined by GEOID03.
 MK1263
 MK1263.The dynamic height is computed by dividing the NAVD 88
 MK1263.geopotential number by the normal gravity value computed on the
 MK1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1263.degrees latitude (g = 980.6199 gals.).
 MK1263
 MK1263.The modeled gravity was interpolated from observed gravity values.
 MK1263
 MK1263;                    North         East    Units  Estimated Accuracy
 MK1263;SPC NE       -   134,540.      747,210.      MT  (+/- 180 meters Scaled)
 MK1263
 MK1263                          SUPERSEDED SURVEY CONTROL
 MK1263
 MK1263  NGVD 29 (??/??/92)  475.395  (m)         1559.69   (f) ADJ UNCH    2 0
 MK1263
 MK1263.Superseded values are not recommended for survey control.
 MK1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1263.See file dsdata.txt to determine how the superseded data were derived.
 MK1263
 MK1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL631413(NAD 83)
 MK1263_MARKER: DB = BENCH MARK DISK
 MK1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1263_STAMPING: G 81 1935
 MK1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1263+STABILITY: SURFACE MOTION
 MK1263
 MK1263  HISTORY     - Date     Condition        Report By
 MK1263  HISTORY     - 1935     MONUMENTED       CGS
 MK1263
 MK1263                          STATION DESCRIPTION
 MK1263
 MK1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1263'IN BEE.
 MK1263'ALONG THE CHICAGO AND NORTH WESTERN RAILWAY BETWEEN SEWARD AND
 MK1263'BRAINARD, NEBRASKA, JUST NORTH OF BEE DEPOT AND OPPOSITE GRAIN
 MK1263'ELEVATOR.  118 FEET NORTH OF NORTHWEST CORNER OF DEPOT, 28.4
 MK1263'FEET EAST OF EAST RAIL, 3.8 FEET WEST OF FENCE, AND 2.5 FEET
 MK1263'SOUTH OF TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0384 ***********************************************************************
 LG0384  DESIGNATION -  G 82
 LG0384  PID         -  LG0384
 LG0384  STATE/COUNTY-  NE/LANCASTER
 LG0384  USGS QUAD   -  DAVEY (1972)
 LG0384
 LG0384                         *CURRENT SURVEY CONTROL
 LG0384  ___________________________________________________________________
 LG0384* NAD 83(1986)-  40 54 48.     (N)    096 40 20.     (W)     SCALED    
 LG0384* NAVD 88     -       360.942  (meters)    1184.19   (feet)  ADJUSTED  
 LG0384  ___________________________________________________________________
 LG0384  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 LG0384  DYNAMIC HT  -         360.783 (meters)    1183.67  (feet)  COMP
 LG0384  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 LG0384
 LG0384  VERT ORDER  -  SECOND    CLASS 0
 LG0384
 LG0384.The horizontal coordinates were scaled from a topographic map and have
 LG0384.an estimated accuracy of +/- 6 seconds.
 LG0384
 LG0384.The orthometric height was determined by differential leveling
 LG0384.and adjusted by the National Geodetic Survey in June 1991..
 LG0384
 LG0384.The geoid height was determined by GEOID03.
 LG0384
 LG0384.The dynamic height is computed by dividing the NAVD 88
 LG0384.geopotential number by the normal gravity value computed on the
 LG0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0384.degrees latitude (g = 980.6199 gals.).
 LG0384
 LG0384.The modeled gravity was interpolated from observed gravity values.
 LG0384
 LG0384;                    North         East    Units  Estimated Accuracy
 LG0384;SPC NE       -   125,300.      780,200.      MT  (+/- 180 meters Scaled)
 LG0384
 LG0384                          SUPERSEDED SURVEY CONTROL
 LG0384
 LG0384  NGVD 29 (??/??/92)  360.835  (m)         1183.84   (f) ADJ UNCH    2 0
 LG0384
 LG0384.Superseded values are not recommended for survey control.
 LG0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0384.See file dsdata.txt to determine how the superseded data were derived.
 LG0384
 LG0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL960317(NAD 83)
 LG0384_MARKER: DB = BENCH MARK DISK
 LG0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0384_STAMPING: G 82 1935
 LG0384_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0384+STABILITY: SURFACE MOTION
 LG0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0384+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG0384
 LG0384  HISTORY     - Date     Condition        Report By
 LG0384  HISTORY     - 1935     MONUMENTED       CGS
 LG0384  HISTORY     - 1941     GOOD             NGS
 LG0384  HISTORY     - 1984     GOOD             NGS
 LG0384  HISTORY     - 2002     GOOD             NEDR
 LG0384
 LG0384                          STATION DESCRIPTION
 LG0384
 LG0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0384'1.3 MI N FROM ARBOR.
 LG0384'1.3 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0384'FROM THE STATION AT ARBOR, LANCASTER COUNTY, 600 FEET SOUTH OF
 LG0384'THE CROSSING OF A COUNTY ROAD, 49.7 FEET EAST OF THE EAST RAIL,
 LG0384'AND 3.6 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED G 82
 LG0384'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0384
 LG0384                          STATION RECOVERY (1941)
 LG0384
 LG0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LG0384'RECOVERED IN GOOD CONDITION.
 LG0384
 LG0384                          STATION RECOVERY (1984)
 LG0384
 LG0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0384'ABOUT 0.24 KM (0.15 MI) NORTH ALONG 2ND STREET, FROM THE POST OFFICE
 LG0384'IN DAVEY, THENCE 1.13 KM (0.7 MI) LEFT AND WEST ALONG DAVEY ROAD,
 LG0384'THENCE 8.21 KM (5.1 MI) LEFT AND SOUTH ALONG NORTH 27TH STREET,
 LG0384'THENCE 0.80 KM (0.5 MI) LEFT AND ALONG BLUFF ROAD TO THE MARK ON THE
 LG0384'RIGHT, 147.2 M (483 FT) SOUTH FROM THE CENTERLINE OF BLUFF ROAD, 14.6
 LG0384'M (48.0 FT) EAST FROM THE CENTERLINE OF AN OLD RAILROAD GRADE, 0.91 M
 LG0384'(3.0 FT) WEST FROM A FENCE, RECOVERED IN GOOD CONDITION. MARK MAY
 LG0384'ALSO BE REACHED FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S.
 LG0384'HIGHWAY 77, NORTHEAST OF LINCOLN, BY GOING NORTH ALONG U.S. HIGHWAY
 LG0384'77 FOR 2.01 KM (1.25 MI) TO BLUFF ROAD, THENCE 2.41 KM (1.5 MI) LEFT
 LG0384'AND WEST ALONG BLUFF ROAD TO THE OLD GRADE AND THE MARK.
 LG0384
 LG0384                          STATION RECOVERY (2002)
 LG0384
 LG0384'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG0384'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0495 ***********************************************************************
 LG0495  DESIGNATION -  G 83
 LG0495  PID         -  LG0495
 LG0495  STATE/COUNTY-  NE/SEWARD
 LG0495  USGS QUAD   -  GOEHNER (1964)
 LG0495
 LG0495                         *CURRENT SURVEY CONTROL
 LG0495  ___________________________________________________________________
 LG0495* NAD 83(1986)-  40 50 38.     (N)    097 12 09.     (W)     SCALED    
 LG0495* NAVD 88     -       467.987  (meters)    1535.39   (feet)  ADJUSTED  
 LG0495  ___________________________________________________________________
 LG0495  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0495  DYNAMIC HT  -         467.738 (meters)    1534.57  (feet)  COMP
 LG0495  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 LG0495
 LG0495  VERT ORDER  -  SECOND    CLASS 0
 LG0495
 LG0495.The horizontal coordinates were scaled from a topographic map and have
 LG0495.an estimated accuracy of +/- 6 seconds.
 LG0495
 LG0495.The orthometric height was determined by differential leveling
 LG0495.and adjusted by the National Geodetic Survey in June 1991..
 LG0495.WARNING-Repeat measurements at this control monument indicate possible
 LG0495.vertical movement.
 LG0495
 LG0495.The geoid height was determined by GEOID03.
 LG0495
 LG0495.The dynamic height is computed by dividing the NAVD 88
 LG0495.geopotential number by the normal gravity value computed on the
 LG0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0495.degrees latitude (g = 980.6199 gals.).
 LG0495
 LG0495.The modeled gravity was interpolated from observed gravity values.
 LG0495
 LG0495;                    North         East    Units  Estimated Accuracy
 LG0495;SPC NE       -   116,020.      735,820.      MT  (+/- 180 meters Scaled)
 LG0495
 LG0495                          SUPERSEDED SURVEY CONTROL
 LG0495
 LG0495  NGVD 29 (??/??/92)  467.804  (m)         1534.79   (f) ADJ UNCH    2 0
 LG0495
 LG0495.Superseded values are not recommended for survey control.
 LG0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0495.See file dsdata.txt to determine how the superseded data were derived.
 LG0495
 LG0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL515229(NAD 83)
 LG0495_MARKER: DB = BENCH MARK DISK
 LG0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0495_STAMPING: G 83 1935
 LG0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0495+STABILITY: SURFACE MOTION
 LG0495
 LG0495  HISTORY     - Date     Condition        Report By
 LG0495  HISTORY     - 1935     MONUMENTED       CGS
 LG0495  HISTORY     - 1938     GOOD             NGS
 LG0495
 LG0495                          STATION DESCRIPTION
 LG0495
 LG0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0495'1.3 MI NE FROM GOEHNER.
 LG0495'1.3 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0495'FROM THE STATION AT GOEHNER, SEWARD COUNTY, 0.3 MILE NORTHEAST
 LG0495'OF A STATION-ONE-MILE SIGN, 0.3 MILE WEST OF A FARMHOUSE, 225
 LG0495'FEET NORTHEAST OF CULVERT C 71-1/2, 148.3 FEET EAST OF THE CENTER
 LG0495'OF A ROAD CROSSING, 49.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LG0495'AND 5.7 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED G 83
 LG0495'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0495
 LG0495                          STATION RECOVERY (1938)
 LG0495
 LG0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 LG0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1621 ***********************************************************************
 MK1621  DESIGNATION -  G 84
 MK1621  PID         -  MK1621
 MK1621  STATE/COUNTY-  NE/BOONE
 MK1621  USGS QUAD   -  ALBION EAST (1985)
 MK1621
 MK1621                         *CURRENT SURVEY CONTROL
 MK1621  ___________________________________________________________________
 MK1621* NAD 83(1986)-  41 40 32.     (N)    097 56 44.     (W)     SCALED    
 MK1621* NAVD 88     -       533.887  (meters)    1751.59   (feet)  ADJUSTED  
 MK1621  ___________________________________________________________________
 MK1621  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 MK1621  DYNAMIC HT  -         533.657 (meters)    1750.84  (feet)  COMP
 MK1621  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 MK1621
 MK1621  VERT ORDER  -  SECOND    CLASS 0
 MK1621
 MK1621.The horizontal coordinates were scaled from a topographic map and have
 MK1621.an estimated accuracy of +/- 6 seconds.
 MK1621
 MK1621.The orthometric height was determined by differential leveling
 MK1621.and adjusted by the National Geodetic Survey in June 1991..
 MK1621
 MK1621.The geoid height was determined by GEOID03.
 MK1621
 MK1621.The dynamic height is computed by dividing the NAVD 88
 MK1621.geopotential number by the normal gravity value computed on the
 MK1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1621.degrees latitude (g = 980.6199 gals.).
 MK1621
 MK1621.The modeled gravity was interpolated from observed gravity values.
 MK1621
 MK1621;                    North         East    Units  Estimated Accuracy
 MK1621;SPC NE       -   206,570.      671,000.      MT  (+/- 180 meters Scaled)
 MK1621
 MK1621                          SUPERSEDED SURVEY CONTROL
 MK1621
 MK1621  NGVD 29 (??/??/92)  533.679  (m)         1750.91   (f) ADJ UNCH    2 0
 MK1621
 MK1621.Superseded values are not recommended for survey control.
 MK1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1621.See file dsdata.txt to determine how the superseded data were derived.
 MK1621
 MK1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM877142(NAD 83)
 MK1621_MARKER: DB = BENCH MARK DISK
 MK1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1621_STAMPING: G-84-1935
 MK1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1621+STABILITY: SURFACE MOTION
 MK1621
 MK1621  HISTORY     - Date     Condition        Report By
 MK1621  HISTORY     - 1935     MONUMENTED       CGS
 MK1621  HISTORY     - 1957     MARK NOT FOUND   NGS
 MK1621
 MK1621                          STATION DESCRIPTION
 MK1621
 MK1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1621'3.5 MI SE FROM ALBION.
 MK1621'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN ALBION
 MK1621'AND HUMPHREY, NEAR CROSS ROAD, ABOUT 390 FEET NORTHEAST OF
 MK1621'CULVERT NO. D-180, 52.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 MK1621'4.6 FEET NORTHWEST OF FENCE.
 MK1621
 MK1621                          STATION RECOVERY (1957)
 MK1621
 MK1621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK1621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1654 ***********************************************************************
 MK1654  DESIGNATION -  G 85 RESET
 MK1654  PID         -  MK1654
 MK1654  STATE/COUNTY-  NE/BOONE
 MK1654  USGS QUAD   -  ST EDWARD (1985)
 MK1654
 MK1654                         *CURRENT SURVEY CONTROL
 MK1654  ___________________________________________________________________
 MK1654* NAD 83(1986)-  41 34 18.     (N)    097 51 41.     (W)     SCALED    
 MK1654* NAVD 88     -       506.210  (meters)    1660.79   (feet)  ADJUSTED  
 MK1654  ___________________________________________________________________
 MK1654  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 MK1654  DYNAMIC HT  -         505.994 (meters)    1660.08  (feet)  COMP
 MK1654  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 MK1654
 MK1654  VERT ORDER  -  SECOND    CLASS 0
 MK1654
 MK1654.The horizontal coordinates were scaled from a topographic map and have
 MK1654.an estimated accuracy of +/- 6 seconds.
 MK1654
 MK1654.The orthometric height was determined by differential leveling
 MK1654.and adjusted by the National Geodetic Survey in June 1991..
 MK1654
 MK1654.The geoid height was determined by GEOID03.
 MK1654
 MK1654.The dynamic height is computed by dividing the NAVD 88
 MK1654.geopotential number by the normal gravity value computed on the
 MK1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1654.degrees latitude (g = 980.6199 gals.).
 MK1654
 MK1654.The modeled gravity was interpolated from observed gravity values.
 MK1654
 MK1654;                    North         East    Units  Estimated Accuracy
 MK1654;SPC NE       -   195,200.      678,290.      MT  (+/- 180 meters Scaled)
 MK1654
 MK1654                          SUPERSEDED SURVEY CONTROL
 MK1654
 MK1654  NGVD 29 (??/??/92)  506.009  (m)         1660.13   (f) ADJ UNCH    2 0
 MK1654
 MK1654.Superseded values are not recommended for survey control.
 MK1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1654.See file dsdata.txt to determine how the superseded data were derived.
 MK1654
 MK1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM949028(NAD 83)
 MK1654_MARKER: DB = BENCH MARK DISK
 MK1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1654_STAMPING: G 85 RESET 1950
 MK1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1654+STABILITY: SURFACE MOTION
 MK1654
 MK1654  HISTORY     - Date     Condition        Report By
 MK1654  HISTORY     - 1950     MONUMENTED       CGS
 MK1654
 MK1654                          STATION DESCRIPTION
 MK1654
 MK1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1654'AT ST EDWARD.
 MK1654'AT ST. EDWARD, AT THE SOUTHWEST CORNER OF THE BASEBALL PARK,
 MK1654'78 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST STREET,
 MK1654'50 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE
 MK1654'UNION PACIFIC RAILROAD, 7 FEET SOUTHEAST OF THE WEST CORNER OF THE
 MK1654'GRANDSTAND, 24 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK
 MK1654'LEADING TO THE SWIMMING POOL, 2 FEET SOUTHEAST OF A WITNESS POST,
 MK1654'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MK1654'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0246 ***********************************************************************
 ML0246  DESIGNATION -  G 86
 ML0246  PID         -  ML0246
 ML0246  STATE/COUNTY-  NE/NANCE
 ML0246  USGS QUAD   -  BELGRADE (1954)
 ML0246
 ML0246                         *CURRENT SURVEY CONTROL
 ML0246  ___________________________________________________________________
 ML0246* NAD 83(1986)-  41 28 30.     (N)    098 04 29.     (W)     SCALED    
 ML0246* NAVD 88     -       519.861  (meters)    1705.58   (feet)  ADJUSTED  
 ML0246  ___________________________________________________________________
 ML0246  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 ML0246  DYNAMIC HT  -         519.615 (meters)    1704.77  (feet)  COMP
 ML0246  MODELED GRAV-     980,133.5   (mgal)                       NAVD 88
 ML0246
 ML0246  VERT ORDER  -  SECOND    CLASS 0
 ML0246
 ML0246.The horizontal coordinates were scaled from a topographic map and have
 ML0246.an estimated accuracy of +/- 6 seconds.
 ML0246
 ML0246.The orthometric height was determined by differential leveling
 ML0246.and adjusted by the National Geodetic Survey in June 1991..
 ML0246
 ML0246.The geoid height was determined by GEOID03.
 ML0246
 ML0246.The dynamic height is computed by dividing the NAVD 88
 ML0246.geopotential number by the normal gravity value computed on the
 ML0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0246.degrees latitude (g = 980.6199 gals.).
 ML0246
 ML0246.The modeled gravity was interpolated from observed gravity values.
 ML0246
 ML0246;                    North         East    Units  Estimated Accuracy
 ML0246;SPC NE       -   184,060.      660,750.      MT  (+/- 180 meters Scaled)
 ML0246
 ML0246                          SUPERSEDED SURVEY CONTROL
 ML0246
 ML0246  NGVD 29 (??/??/92)  519.633  (m)         1704.83   (f) ADJ UNCH    2 0
 ML0246
 ML0246.Superseded values are not recommended for survey control.
 ML0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0246.See file dsdata.txt to determine how the superseded data were derived.
 ML0246
 ML0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL772919(NAD 83)
 ML0246_MARKER: DB = BENCH MARK DISK
 ML0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0246_STAMPING: G 86 1935
 ML0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0246+STABILITY: SURFACE MOTION
 ML0246
 ML0246  HISTORY     - Date     Condition        Report By
 ML0246  HISTORY     - 1935     MONUMENTED       CGS
 ML0246  HISTORY     - 1945     GOOD             NGS
 ML0246
 ML0246                          STATION DESCRIPTION
 ML0246
 ML0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0246'AT BELGRADE.
 ML0246'AT BELGRADE DEPOT.  ALONG THE UNION PACIFIC RAILWAY BETWEEN
 ML0246'CEDAR RAPIDS AND CENTRAL CITY, 213 FEET NORTHEAST OF THE
 ML0246'NORTHEAST CORNER OF COALSHED, 93.9 FEET NORTH OF THE NORTHEAST
 ML0246'CORNER OF DEPOT, 26.1 FEET WEST OF THE WEST RAIL.
 ML0246
 ML0246                          STATION RECOVERY (1945)
 ML0246
 ML0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 ML0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0685 ***********************************************************************
 ML0685  DESIGNATION -  GAGING STA 1
 ML0685  PID         -  ML0685
 ML0685  STATE/COUNTY-  NE/VALLEY
 ML0685  USGS QUAD   -  ARCADIA WEST (1978)
 ML0685
 ML0685                         *CURRENT SURVEY CONTROL
 ML0685  ___________________________________________________________________
 ML0685* NAD 83(1986)-  41 25 21.     (N)    099 07 51.     (W)     SCALED    
 ML0685* NAVD 88     -       657.171  (meters)    2156.07   (feet)  ADJUSTED  
 ML0685  ___________________________________________________________________
 ML0685  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ML0685  DYNAMIC HT  -         656.841 (meters)    2154.99  (feet)  COMP
 ML0685  MODELED GRAV-     980,098.6   (mgal)                       NAVD 88
 ML0685
 ML0685  VERT ORDER  -  FIRST     CLASS II
 ML0685
 ML0685.The horizontal coordinates were scaled from a topographic map and have
 ML0685.an estimated accuracy of +/- 6 seconds.
 ML0685
 ML0685.The orthometric height was determined by differential leveling
 ML0685.and adjusted by the National Geodetic Survey in June 1991..
 ML0685
 ML0685.The geoid height was determined by GEOID03.
 ML0685
 ML0685.The dynamic height is computed by dividing the NAVD 88
 ML0685.geopotential number by the normal gravity value computed on the
 ML0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0685.degrees latitude (g = 980.6199 gals.).
 ML0685
 ML0685.The modeled gravity was interpolated from observed gravity values.
 ML0685
 ML0685;                    North         East    Units  Estimated Accuracy
 ML0685;SPC NE       -   176,800.      572,630.      MT  (+/- 180 meters Scaled)
 ML0685
 ML0685                          SUPERSEDED SURVEY CONTROL
 ML0685
 ML0685  NGVD 29 (??/??/92)  656.926  (m)         2155.26   (f) ADJ UNCH    1 2
 ML0685
 ML0685.Superseded values are not recommended for survey control.
 ML0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0685.See file dsdata.txt to determine how the superseded data were derived.
 ML0685
 ML0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML890856(NAD 83)
 ML0685_MARKER: DD = SURVEY DISK
 ML0685_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0685_SP_SET: BRIDGE
 ML0685_STAMPING: 1
 ML0685
 ML0685  HISTORY     - Date     Condition        Report By
 ML0685  HISTORY     - UNK      MONUMENTED
 ML0685  HISTORY     - 1949     GOOD             NGS
 ML0685  HISTORY     - 1950     GOOD             NGS
 ML0685
 ML0685                          STATION DESCRIPTION
 ML0685
 ML0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0685'1.4 MI S FROM NYSTED.
 ML0685'1.4 MI S ALONG A COUNTY ROAD FROM THE RECREATION HALL AT NYSTED,
 ML0685'0.15 MI E OF THE NW CORNER OF SECTION 8, T 13 N, R 11 W 0.1 MI W
 ML0685'OF A T-JUNCTION OF ST HWY 60 AND A COUNTY ROAD LEADING N TO
 ML0685'NYSTED, SET IN THE TOP OF THE S CURBING AT THE E END OF A STEEL
 ML0685'AND CONCRETE BRIDGE OVER OAK CREEK, 15 FT S OF THE CENTER LINE
 ML0685'OF ST HWY 60, 1.8 FT ABOVE ROAD LEVEL, 47.7 FT NW OF GAGING
 ML0685'STATION 2.  NOTE-- THE NUMERAL 1 WAS STAMPED ON THE DISK BY THIS
 ML0685'PARTY IN 1949.
 ML0685
 ML0685                          STATION RECOVERY (1950)
 ML0685
 ML0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 ML0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0684 ***********************************************************************
 ML0684  DESIGNATION -  GAGING STA 2
 ML0684  PID         -  ML0684
 ML0684  STATE/COUNTY-  NE/VALLEY
 ML0684  USGS QUAD   -  ARCADIA WEST (1978)
 ML0684
 ML0684                         *CURRENT SURVEY CONTROL
 ML0684  ___________________________________________________________________
 ML0684* NAD 83(1986)-  41 25 21.     (N)    099 07 51.     (W)     SCALED    
 ML0684* NAVD 88     -       657.229  (meters)    2156.26   (feet)  ADJUSTED  
 ML0684  ___________________________________________________________________
 ML0684  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ML0684  DYNAMIC HT  -         656.898 (meters)    2155.17  (feet)  COMP
 ML0684  MODELED GRAV-     980,098.6   (mgal)                       NAVD 88
 ML0684
 ML0684  VERT ORDER  -  FIRST     CLASS II
 ML0684
 ML0684.The horizontal coordinates were scaled from a topographic map and have
 ML0684.an estimated accuracy of +/- 6 seconds.
 ML0684
 ML0684.The orthometric height was determined by differential leveling
 ML0684.and adjusted by the National Geodetic Survey in June 1991..
 ML0684
 ML0684.The geoid height was determined by GEOID03.
 ML0684
 ML0684.The dynamic height is computed by dividing the NAVD 88
 ML0684.geopotential number by the normal gravity value computed on the
 ML0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0684.degrees latitude (g = 980.6199 gals.).
 ML0684
 ML0684.The modeled gravity was interpolated from observed gravity values.
 ML0684
 ML0684;                    North         East    Units  Estimated Accuracy
 ML0684;SPC NE       -   176,800.      572,630.      MT  (+/- 180 meters Scaled)
 ML0684
 ML0684                          SUPERSEDED SURVEY CONTROL
 ML0684
 ML0684  NGVD 29 (??/??/92)  656.983  (m)         2155.45   (f) ADJ UNCH    1 2
 ML0684
 ML0684.Superseded values are not recommended for survey control.
 ML0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0684.See file dsdata.txt to determine how the superseded data were derived.
 ML0684
 ML0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML890856(NAD 83)
 ML0684_MARKER: DD = SURVEY DISK
 ML0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0684_STAMPING: 2
 ML0684
 ML0684  HISTORY     - Date     Condition        Report By
 ML0684  HISTORY     - UNK      MONUMENTED
 ML0684  HISTORY     - 1949     GOOD             NGS
 ML0684  HISTORY     - 1950     GOOD             NGS
 ML0684
 ML0684                          STATION DESCRIPTION
 ML0684
 ML0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0684'1.4 MI S FROM NYSTED.
 ML0684'1.4 MI S ALONG A COUNTY ROAD FROM THE RECREATION HALL AT NYSTED,
 ML0684'0.15 MI E OF THE NW CORNER OF SECTION 8, T 13 N, R 11 W, 0.1 MI
 ML0684'W OF A T-JUNCTION OF ST HWY 60 AND A COUNTY ROAD LEADING N TO
 ML0684'NYSTED, 47.7 FT SE OF GAGING STATION 1 WHICH IS LOCATED IN THE
 ML0684'S CURBING AT THE E END OF A STEEL AND CONCRETE BRIDGE OVER OAK
 ML0684'CREEK, 37 FT S OF THE CENTERLINE OF ST HWY 60, 5.5 FT SW OF A
 ML0684'POWER LINE POLE, 0.8 FT N OF A FENCE, 1.2 FT W OF A REFERENCE
 ML0684'POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE
 ML0684'GROUND.  NOTE-- THE NUMERAL 2 WAS STAMPED ON THE DISK BY THIS
 ML0684'PARTY IN 1949.
 ML0684
 ML0684                          STATION RECOVERY (1950)
 ML0684
 ML0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 ML0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0441 ***********************************************************************
 ML0441  DESIGNATION -  GAGING STATION
 ML0441  PID         -  ML0441
 ML0441  STATE/COUNTY-  NE/HALL
 ML0441  USGS QUAD   -  DANNEBROG (1974)
 ML0441
 ML0441                         *CURRENT SURVEY CONTROL
 ML0441  ___________________________________________________________________
 ML0441* NAD 83(1986)-  41 00 15.     (N)    098 36 25.     (W)     SCALED    
 ML0441* NAVD 88     -       595.080  (meters)    1952.36   (feet)  ADJUSTED  
 ML0441  ___________________________________________________________________
 ML0441  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 ML0441  DYNAMIC HT  -         594.773 (meters)    1951.35  (feet)  COMP
 ML0441  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 ML0441
 ML0441  VERT ORDER  -  SECOND    CLASS 0
 ML0441
 ML0441.The horizontal coordinates were scaled from a topographic map and have
 ML0441.an estimated accuracy of +/- 6 seconds.
 ML0441
 ML0441.The orthometric height was determined by differential leveling
 ML0441.and adjusted by the National Geodetic Survey in June 1991..
 ML0441
 ML0441.The geoid height was determined by GEOID03.
 ML0441
 ML0441.The dynamic height is computed by dividing the NAVD 88
 ML0441.geopotential number by the normal gravity value computed on the
 ML0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0441.degrees latitude (g = 980.6199 gals.).
 ML0441
 ML0441.The modeled gravity was interpolated from observed gravity values.
 ML0441
 ML0441;                    North         East    Units  Estimated Accuracy
 ML0441;SPC NE       -   130,940.      617,160.      MT  (+/- 180 meters Scaled)
 ML0441
 ML0441                          SUPERSEDED SURVEY CONTROL
 ML0441
 ML0441  NGVD 29 (??/??/92)  594.840  (m)         1951.57   (f) ADJ UNCH    2 0
 ML0441
 ML0441.Superseded values are not recommended for survey control.
 ML0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0441.See file dsdata.txt to determine how the superseded data were derived.
 ML0441
 ML0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL330392(NAD 83)
 ML0441_MARKER: DD = SURVEY DISK
 ML0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0441_SP_SET: BRIDGE
 ML0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0441
 ML0441  HISTORY     - Date     Condition        Report By
 ML0441  HISTORY     - UNK      MONUMENTED       USGS
 ML0441  HISTORY     - 1949     GOOD             NGS
 ML0441  HISTORY     - 20030813 GOOD             USPSQD
 ML0441
 ML0441                          STATION DESCRIPTION
 ML0441
 ML0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0441'AT CAIRO.
 ML0441'AT CAIRO, 0.15 MILE NORTH ALONG STATE HIGHWAY NO. 60 FROM THE
 ML0441'JUNCTION OF STATE HIGHWAY NO. 60 WITH STATE HIGHWAY NO. 2, AT
 ML0441'THE SOUTHEAST CORNER OF SECTION 13. T. 12 N., R. 12 W., IN THE
 ML0441'NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, SET IN THE SOUTH
 ML0441'END OF THE WEST CURBING OF BRIDGE NO. 4601 OVER DRY CREEK, 61
 ML0441'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 14 FEET
 ML0441'WEST OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET ABOVE THE
 ML0441'LEVEL OF THE ROAD, 1.1 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 ML0441'CURB.
 ML0441
 ML0441                          STATION RECOVERY (2003)
 ML0441
 ML0441'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 ML0441'STATION FOUND GOOD. STATE HWY 60 IN 1949 DESCRIPTION IS NOW STATE HWY
 ML0441'11. THE EAST-WEST ROAD IS KANSAS STREET. STATE HWY 11 HAS BEEN WIDENED
 ML0441'WITH WIDER SHOULDERS ON THE ROAD. THE BRIDGE OVER DRY CREEK HAS BEEN
 ML0441'RE-CONSTRUCTED. THE MARK IS SET IN THE SAME PLACE ON THE WEST CURBING
 ML0441'AS REFERENCED IN THE 1949 DESCRIPTION, BUT IS NOW 30 FEET WEST OF THE
 ML0441'CENTER LINE OF STATE HWY 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1359 ***********************************************************************
 MK1359  DESIGNATION -  GAGING STATION
 MK1359  PID         -  MK1359
 MK1359  STATE/COUNTY-  NE/PLATTE
 MK1359  USGS QUAD   -  COLUMBUS SW (1976)
 MK1359
 MK1359                         *CURRENT SURVEY CONTROL
 MK1359  ___________________________________________________________________
 MK1359* NAD 83(1986)-  41 22 04.     (N)    097 29 40.     (W)     SCALED    
 MK1359* NAVD 88     -       453.999  (meters)    1489.50   (feet)  ADJUSTED  
 MK1359  ___________________________________________________________________
 MK1359  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 MK1359  DYNAMIC HT  -         453.797 (meters)    1488.83  (feet)  COMP
 MK1359  MODELED GRAV-     980,165.9   (mgal)                       NAVD 88
 MK1359
 MK1359  VERT ORDER  -  SECOND    CLASS 0
 MK1359
 MK1359.The horizontal coordinates were scaled from a topographic map and have
 MK1359.an estimated accuracy of +/- 6 seconds.
 MK1359
 MK1359.The orthometric height was determined by differential leveling
 MK1359.and adjusted by the National Geodetic Survey in June 1991..
 MK1359
 MK1359.The geoid height was determined by GEOID03.
 MK1359
 MK1359.The dynamic height is computed by dividing the NAVD 88
 MK1359.geopotential number by the normal gravity value computed on the
 MK1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1359.degrees latitude (g = 980.6199 gals.).
 MK1359
 MK1359.The modeled gravity was interpolated from observed gravity values.
 MK1359
 MK1359;                    North         East    Units  Estimated Accuracy
 MK1359;SPC NE       -   173,400.      709,530.      MT  (+/- 180 meters Scaled)
 MK1359
 MK1359                          SUPERSEDED SURVEY CONTROL
 MK1359
 MK1359  NGVD 29 (??/??/92)  453.812  (m)         1488.88   (f) ADJ UNCH    2 0
 MK1359
 MK1359.Superseded values are not recommended for survey control.
 MK1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1359.See file dsdata.txt to determine how the superseded data were derived.
 MK1359
 MK1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL259806(NAD 83)
 MK1359_MARKER: DD = SURVEY DISK
 MK1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1359+STABILITY: SURFACE MOTION
 MK1359
 MK1359  HISTORY     - Date     Condition        Report By
 MK1359  HISTORY     - UNK      MONUMENTED       USGS
 MK1359  HISTORY     - 1950     GOOD             NGS
 MK1359
 MK1359                          STATION DESCRIPTION
 MK1359
 MK1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1359'1.4 MI S FROM DUNCAN.
 MK1359'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1359'RAILROAD STATION AT DUNCAN, AT THE NORTH END OF A BRIDGE OVER THE
 MK1359'PLATTE RIVER, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, 12.5
 MK1359'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, 10.2 FEET
 MK1359'NORTHWEST OF THE NORTHWEST CORNER OF THE GAGING STATION BUILDING,
 MK1359'5 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 MK1359'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0428 ***********************************************************************
 ML0428  DESIGNATION -  GAGING STATION 1
 ML0428  PID         -  ML0428
 ML0428  STATE/COUNTY-  NE/HOWARD
 ML0428  USGS QUAD   -  DANNEBROG (1974)
 ML0428
 ML0428                         *CURRENT SURVEY CONTROL
 ML0428  ___________________________________________________________________
 ML0428* NAD 83(1986)-  41 07 10.     (N)    098 36 46.     (W)     SCALED    
 ML0428* NAVD 88     -       581.923  (meters)    1909.19   (feet)  ADJUSTED  
 ML0428  ___________________________________________________________________
 ML0428  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 ML0428  DYNAMIC HT  -         581.628 (meters)    1908.22  (feet)  COMP
 ML0428  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 ML0428
 ML0428  VERT ORDER  -  SECOND    CLASS 0
 ML0428
 ML0428.The horizontal coordinates were scaled from a topographic map and have
 ML0428.an estimated accuracy of +/- 6 seconds.
 ML0428
 ML0428.The orthometric height was determined by differential leveling
 ML0428.and adjusted by the National Geodetic Survey in June 1991..
 ML0428
 ML0428.The geoid height was determined by GEOID03.
 ML0428
 ML0428.The dynamic height is computed by dividing the NAVD 88
 ML0428.geopotential number by the normal gravity value computed on the
 ML0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0428.degrees latitude (g = 980.6199 gals.).
 ML0428
 ML0428.The modeled gravity was interpolated from observed gravity values.
 ML0428
 ML0428;                    North         East    Units  Estimated Accuracy
 ML0428;SPC NE       -   143,730.      616,460.      MT  (+/- 180 meters Scaled)
 ML0428
 ML0428                          SUPERSEDED SURVEY CONTROL
 ML0428
 ML0428  NGVD 29 (??/??/92)  581.682  (m)         1908.40   (f) ADJ UNCH    2 0
 ML0428
 ML0428.Superseded values are not recommended for survey control.
 ML0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0428.See file dsdata.txt to determine how the superseded data were derived.
 ML0428
 ML0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL325520(NAD 83)
 ML0428_MARKER: DD = SURVEY DISK
 ML0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0428_SP_SET: BRIDGE
 ML0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0428
 ML0428  HISTORY     - Date     Condition        Report By
 ML0428  HISTORY     - UNK      MONUMENTED       USGS
 ML0428  HISTORY     - 1949     GOOD             NGS
 ML0428
 ML0428                          STATION DESCRIPTION
 ML0428
 ML0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0428'1.4 MI S FROM NYSTED.
 ML0428'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0428'AT NYSTED, 0.15 MILE EAST OF THE NORTHWEST CORNER OF SECTION
 ML0428'8, T. 13 N., R. 11 W., 0.1 MILE WEST OF A T-JUNCTION OF STATE
 ML0428'HIGHWAY NO. 60 AND A COUNTY ROAD LEADING NORTH TO NYSTED, SET
 ML0428'IN THE TOP OF THE SOUTH CURBING AT THE EAST END OF A STEEL
 ML0428'AND CONCRETE BRIDGE OVER OAK CREEK, 15 FEET SOUTH OF THE
 ML0428'CENTER LINE OF STATE HIGHWAY NO. 60, 1.8 FEET ABOVE ROAD
 ML0428'LEVEL, 47.7 FEET NORTHWEST OF GAGING STATION 2 (USGS).
 ML0428'NOTE-- THE NUMBERAL 1 WAS STAMPED ON THE DISK BY THIS PARTY
 ML0428'IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0427 ***********************************************************************
 ML0427  DESIGNATION -  GAGING STATION 2
 ML0427  PID         -  ML0427
 ML0427  STATE/COUNTY-  NE/HOWARD
 ML0427  USGS QUAD   -  DANNEBROG (1974)
 ML0427
 ML0427                         *CURRENT SURVEY CONTROL
 ML0427  ___________________________________________________________________
 ML0427* NAD 83(1986)-  41 07 10.     (N)    098 36 46.     (W)     SCALED    
 ML0427* NAVD 88     -       581.530  (meters)    1907.90   (feet)  ADJUSTED  
 ML0427  ___________________________________________________________________
 ML0427  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 ML0427  DYNAMIC HT  -         581.235 (meters)    1906.94  (feet)  COMP
 ML0427  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 ML0427
 ML0427  VERT ORDER  -  SECOND    CLASS 0
 ML0427
 ML0427.The horizontal coordinates were scaled from a topographic map and have
 ML0427.an estimated accuracy of +/- 6 seconds.
 ML0427
 ML0427.The orthometric height was determined by differential leveling
 ML0427.and adjusted by the National Geodetic Survey in June 1991..
 ML0427
 ML0427.The geoid height was determined by GEOID03.
 ML0427
 ML0427.The dynamic height is computed by dividing the NAVD 88
 ML0427.geopotential number by the normal gravity value computed on the
 ML0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0427.degrees latitude (g = 980.6199 gals.).
 ML0427
 ML0427.The modeled gravity was interpolated from observed gravity values.
 ML0427
 ML0427;                    North         East    Units  Estimated Accuracy
 ML0427;SPC NE       -   143,730.      616,460.      MT  (+/- 180 meters Scaled)
 ML0427
 ML0427                          SUPERSEDED SURVEY CONTROL
 ML0427
 ML0427  NGVD 29 (??/??/92)  581.290  (m)         1907.12   (f) ADJ UNCH    2 0
 ML0427
 ML0427.Superseded values are not recommended for survey control.
 ML0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0427.See file dsdata.txt to determine how the superseded data were derived.
 ML0427
 ML0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL325520(NAD 83)
 ML0427_MARKER: DD = SURVEY DISK
 ML0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0427_STAMPING: 2
 ML0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0427+STABILITY: SURFACE MOTION
 ML0427
 ML0427  HISTORY     - Date     Condition        Report By
 ML0427  HISTORY     - UNK      MONUMENTED       USGS
 ML0427  HISTORY     - 1949     GOOD             NGS
 ML0427
 ML0427                          STATION DESCRIPTION
 ML0427
 ML0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0427'1.4 MI S FROM NYSTED.
 ML0427'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0427'AT NYSTED, 0.15 MILE EAST OF THE NORTHWEST CORNER OF A SECTION
 ML0427'8, T. 13 N., R. 11 W., 0.1 MILE WEST OF A T-JUNCTION OF STATE
 ML0427'HIGHWAY NO. 60 AND A COUNTY ROAD LEADING NORTH TO NYSTED, 47.7
 ML0427'FEET SOUTHEAST OF GAGING STATION 1 (USGS) WHICH IS LOCATED
 ML0427'IN THE SOUTH CURBING AT THE EAST END OF A STEEL AND CONCRETE
 ML0427'BRIDGE OVER OAK CREEK, 37 FEET SOUTH OF THE CENTER LINE OF
 ML0427'STATE HIGHWAY NO. 60, 5.5 FEET SOUTHWEST OF A POWER LINE POLE,
 ML0427'0.8 FOOT NORTH OF A FENCE, 1.2 FEET WEST OF A REFERENCE POST,
 ML0427'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 ML0427'NOTE-- THE NUMBERAL 2 WAS STAMPED ON THE DISK BY THIS PARTY
 ML0427'IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0511 ***********************************************************************
 LG0511  DESIGNATION -  GAGING STATION SEWARD
 LG0511  PID         -  LG0511
 LG0511  STATE/COUNTY-  NE/SEWARD
 LG0511  USGS QUAD   -  SEWARD (1964)
 LG0511
 LG0511                         *CURRENT SURVEY CONTROL
 LG0511  ___________________________________________________________________
 LG0511* NAD 83(1986)-  40 54 12.     (N)    097 06 43.     (W)     SCALED    
 LG0511* NAVD 88     -       441.890  (meters)    1449.77   (feet)  ADJUSTED  
 LG0511  ___________________________________________________________________
 LG0511  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0511  DYNAMIC HT  -         441.657 (meters)    1449.00  (feet)  COMP
 LG0511  MODELED GRAV-     980,085.6   (mgal)                       NAVD 88
 LG0511
 LG0511  VERT ORDER  -  SECOND    CLASS 0
 LG0511
 LG0511.The horizontal coordinates were scaled from a topographic map and have
 LG0511.an estimated accuracy of +/- 6 seconds.
 LG0511
 LG0511.The orthometric height was determined by differential leveling
 LG0511.and adjusted by the National Geodetic Survey in June 1991..
 LG0511
 LG0511.The geoid height was determined by GEOID03.
 LG0511
 LG0511.The dynamic height is computed by dividing the NAVD 88
 LG0511.geopotential number by the normal gravity value computed on the
 LG0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0511.degrees latitude (g = 980.6199 gals.).
 LG0511
 LG0511.The modeled gravity was interpolated from observed gravity values.
 LG0511
 LG0511;                    North         East    Units  Estimated Accuracy
 LG0511;SPC NE       -   122,860.      743,230.      MT  (+/- 180 meters Scaled)
 LG0511
 LG0511                          SUPERSEDED SURVEY CONTROL
 LG0511
 LG0511  NGVD 29 (??/??/92)  441.711  (m)         1449.18   (f) ADJ UNCH    2 0
 LG0511
 LG0511.Superseded values are not recommended for survey control.
 LG0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0511.See file dsdata.txt to determine how the superseded data were derived.
 LG0511
 LG0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL590297(NAD 83)
 LG0511_MARKER: DD = SURVEY DISK
 LG0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0511_SP_SET: BRIDGE GUARDRAIL
 LG0511_STAMPING: GAGING STATION
 LG0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0511
 LG0511  HISTORY     - Date     Condition        Report By
 LG0511  HISTORY     - UNK      MONUMENTED       USGS
 LG0511  HISTORY     - 1961     GOOD             NGS
 LG0511  HISTORY     - 20020811 GOOD             USPSQD
 LG0511  HISTORY     - 20030814 GOOD             USPSQD
 LG0511
 LG0511                          STATION DESCRIPTION
 LG0511
 LG0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0511'1 MI NW FROM SEWARD.
 LG0511'0.55 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 LG0511'FROM THE STATION AT SEWARD, THENCE 0.4 MILE SOUTHWEST ALONG
 LG0511'U.S. HIGHWAY 34 AND STATE HIGHWAY 2, 15.5 FEET NORTHWEST OF
 LG0511'CENTER LINE OF HIGHWAY, SET IN TOP OF THE NORTHWEST END OF THE
 LG0511'NORTH CONCRETE GUARD RAIL OF CONCRETE BRIDGE OVER THE BLUE
 LG0511'RIVER AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 LG0511
 LG0511                          STATION RECOVERY (2002)
 LG0511
 LG0511'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0511'STATION AT SEWARD NO LONGER EXISTS. FROM COURTHOUSE IN SEWARD, GO WEST
 LG0511'ABOUT 0.5 MILE ON U.S. HWY 34 TO BRIDGE OVER BLUE RIVER WHICH HAS BEEN
 LG0511'RECONSTRUCTED. MARK IS NOW IN SOUTHWEST END OF THE SOUTH CONCRETE
 LG0511'ABUTMENT, LEVEL WITH HIGHWAY, 15 FEET SOUTHWEST OF CENTER LINE OF HWY
 LG0511'34. MARK IS STAMPED 'GAGING STATION RESET 1975'.
 LG0511
 LG0511                          STATION RECOVERY (2003)
 LG0511
 LG0511'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0351 ***********************************************************************
 MM0351  DESIGNATION -  GANNETT
 MM0351  PID         -  MM0351
 MM0351  STATE/COUNTY-  NE/LINCOLN
 MM0351  USGS QUAD   -  MAXWELL SW (1983)
 MM0351
 MM0351                         *CURRENT SURVEY CONTROL
 MM0351  ___________________________________________________________________
 MM0351* NAD 83(1995)-  41 06 48.46928(N)    100 38 31.39626(W)     ADJUSTED  
 MM0351* NAVD 88     -       843.210  (meters)    2766.43   (feet)  ADJUSTED  
 MM0351  ___________________________________________________________________
 MM0351  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 MM0351  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 MM0351  DYNAMIC HT  -         842.711 (meters)    2764.79  (feet)  COMP
 MM0351  MODELED GRAV-     980,003.2   (mgal)                       NAVD 88
 MM0351
 MM0351  HORZ ORDER  -  THIRD
 MM0351  VERT ORDER  -  FIRST     CLASS II
 MM0351
 MM0351.The horizontal coordinates were established by classical geodetic methods
 MM0351.and adjusted by the National Geodetic Survey in August 1997..
 MM0351
 MM0351.The orthometric height was determined by differential leveling
 MM0351.and adjusted by the National Geodetic Survey in June 1991..
 MM0351
 MM0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0351
 MM0351.The geoid height was determined by GEOID03.
 MM0351
 MM0351.The dynamic height is computed by dividing the NAVD 88
 MM0351.geopotential number by the normal gravity value computed on the
 MM0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0351.degrees latitude (g = 980.6199 gals.).
 MM0351
 MM0351.The modeled gravity was interpolated from observed gravity values.
 MM0351
 MM0351;                    North         East     Units Scale Factor Converg.
 MM0351;SPC NE       -   142,327.880   446,091.017   MT  0.99968191   -0 25 31.8
 MM0351;UTM  14      - 4,552,651.952   362,135.205   MT  0.99983393   -1 04 47.7
 MM0351
 MM0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0351!SPC NE       -   0.99987126  x   0.99968191  =   0.99955321
 MM0351!UTM  14      -   0.99987126  x   0.99983393  =   0.99970521
 MM0351
 MM0351|---------------------------------------------------------------------|
 MM0351| PID    Reference Object                     Distance      Geod. Az  |
 MM0351|                                                           dddmmss.s |
 MM0351| CN9366 GANNETT RM 1                         12.264 METERS 02954     |
 MM0351| CN9365 GANNETT AZ MK                                      1123534.1 |
 MM0351| CN9367 GANNETT RM 2                         12.707 METERS 11700     |
 MM0351| MM0407 NORTH PLATTE MUN PWR PLANT STK      APPROX. 8.9 KM 2931644.9 |
 MM0351| CN9368 GANNETT RM 3                         15.448 METERS 30041     |
 MM0351| MM0403 NORTH PLATTE TV STA KNOP MAST       APPROX.12.8 KM 3223508.4 |
 MM0351|---------------------------------------------------------------------|
 MM0351
 MM0351                          SUPERSEDED SURVEY CONTROL
 MM0351
 MM0351  NAD 83(1986)-  41 06 48.47456(N)    100 38 31.40390(W) AD(       ) 3
 MM0351  NAD 27      -  41 06 48.47167(N)    100 38 29.90413(W) AD(       ) 3
 MM0351  NGVD 29 (02/14/92)  842.858  (m)         2765.28   (f) ADJUSTED    1 2
 MM0351
 MM0351.Superseded values are not recommended for survey control.
 MM0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0351.See file dsdata.txt to determine how the superseded data were derived.
 MM0351
 MM0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6213552652(NAD 83)
 MM0351_MARKER: DS = TRIANGULATION STATION DISK
 MM0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0351_SP_SET: CONCRETE POST
 MM0351_STAMPING: GANNETT 1951
 MM0351_MARK LOGO: CGS   
 MM0351_PROJECTION: FLUSH
 MM0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0351+STABILITY: SURFACE MOTION
 MM0351
 MM0351  HISTORY     - Date     Condition        Report By
 MM0351  HISTORY     - 1951     MONUMENTED       CGS
 MM0351  HISTORY     - 1967     GOOD             NEDR
 MM0351  HISTORY     - 1970     GOOD             USGS
 MM0351  HISTORY     - 1971     GOOD             NGS
 MM0351  HISTORY     - 1986     GOOD             NGS
 MM0351
 MM0351                          STATION DESCRIPTION
 MM0351
 MM0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0351'THE STATION IS LOCATED ABOUT 7.0 MILES WEST-NORTHWEST OF MAXWELL
 MM0351'AND 6.5 MILES EAST-SOUTHEAST OF NORTH PLATTE ALONG THE NORTH
 MM0351'SIDE OF U.S. HIGHWAY NO. 30.  IT IS 78.0 FEET SOUTH OF THE
 MM0351'SOUTH RAIL OF THE UNION PACIFIC RAILROAD TRACKS, 52.0 FEET WEST
 MM0351'OF A TELEPHONE POLE AND 43.0 FEET NORTH OF THE CENTER OF U.S.
 MM0351'HIGHWAY NO. 30.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 MM0351'AND IS STAMPED GANNETT 1951.
 MM0351'
 MM0351'REFERENCE MARK NO. 1 IS 83.0 FEET NORTH OF THE CENTER OF U.S.
 MM0351'HIGHWAY NO. 30, 64.0 FEET NORTHWEST OF A TELEPHONE POLE AND
 MM0351'38.0 FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD
 MM0351'TRACKS.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 MM0351'IS STAMPED GANNETT NO 1 1951.
 MM0351'
 MM0351'REFERENCE MARK NO. 2 IS 80.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 MM0351'UNION PACIFIC RAILROAD TRACKS, 41.0 FEET NORTH OF THE CENTER
 MM0351'OF U.S. HIGHWAY NO. 30 AND 10.0 FEET WEST OF A TELEPHONE POLE.
 MM0351'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 MM0351'GANNETT NO 2 1951.
 MM0351'
 MM0351'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 MM0351'NO. 2 IS 56.4 FEET.
 MM0351'
 MM0351'THE AZIMUTH MARK IS 81.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 MM0351'UNION PACIFIC RAILROAD TRACKS, 41.0 FEET NORTH OF THE CENTER
 MM0351'OF U.S. HIGHWAY NO. 30, AND 4.5 FEET WEST OF A TELEPHONE POLE
 MM0351'AND 1.5 FEET WEST OF A WITNESS POST.  IT IS SET FLUSH WITH THE
 MM0351'SURFACE OF THE GROUND AND IS STAMPED GANNETT 1951.
 MM0351'
 MM0351'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 30
 MM0351'AND STATE ROUTE NO. 107 JUST WEST OF THE RAILROAD DEPOT IN
 MM0351'MAXWELL, GO WESTERLY ON U.S. HIGHWAY NO. 30 FOR 6.65 MILES
 MM0351'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE EAST
 MM0351'ON U.S. HIGHWAY NO. 30 FOR 0.3 MILE TO WHERE THE HIGHWAY MAKES
 MM0351'A CURVE TO THE NORTHWEST AND THE STATION ON THE RIGHT AS
 MM0351'DESCRIBED.
 MM0351
 MM0351                          STATION RECOVERY (1967)
 MM0351
 MM0351'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0351'STATION, AZIMUTH MARK, REFERENCE MARK NO. 2 WERE FOUND AND ARE
 MM0351'IN GOOD CONDITION AS DESCRIBED.  REFERENCE NO. 1 WAS FOUND BUT
 MM0351'HAD BEEN UPROOTED FROM THE GROUND.
 MM0351'
 MM0351'TO REACH IS ADEQUATE.
 MM0351
 MM0351                          STATION RECOVERY (1970)
 MM0351
 MM0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0351'THE STATION, R.M. NO 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 MM0351'GOOD CONDITION.
 MM0351'
 MM0351'A STEEL WITNESS POST AND SIGN WAS ERECTED 1 FOOT NORTH OF THE
 MM0351'STATION.
 MM0351'
 MM0351'R.M. NO 1 WAS FOUND LYING ON ITS SIDE ABOUT 6 INCHES BELOW THE
 MM0351'SURFACE OF THE GROUND.  THE DISK WAS REMOVED FROM THE POST.
 MM0351'
 MM0351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7.0
 MM0351'MI WNW OF MAXWELL AND 6.5 MI ESE OF NORTH PLATTE ALONG THE
 MM0351'N SIDE OF U.S. HWY.
 MM0351
 MM0351                          STATION RECOVERY (1971)
 MM0351
 MM0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MM0351'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 MM0351'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 MM0351'REFERENCE MARK NO. 1 WAS FOUND DESTROYED AND THE DISK WAS
 MM0351'SALVAGED BY THE U.S. GEOLOGICAL SURVEY.  THE DISTANCE TO
 MM0351'REFERENCE MARK NO. 2 CHECKED BUT THE DIRECTION BETWEEN THE
 MM0351'AZIMUTH MARK AND REFERENCE MARK NO. 2 FAILED TO CHECK BY 17
 MM0351'MINUTES.
 MM0351'
 MM0351'REFERENCE MARK NO. 3 WAS SET.
 MM0351'
 MM0351'FOLLOWING IS A NEW DESCRIPTION.
 MM0351'
 MM0351'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MM0351'AND STATE SPUR 56A AT MAXWELL, GO WESTERLY ON U.S. HIGHWAY
 MM0351'30 FOR 6.55 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 MM0351'WESTERLY ON U.S. HIGHWAY 30 FOR 0.3 MILES TO THE STATION ON
 MM0351'THE RIGHT.
 MM0351'
 MM0351'STATION MARK, A STANDARD DISK STAMPED GANNETT 1951, IS SET
 MM0351'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 MM0351'SURFACE OF THE GROUND.  IT IS 78 FEET SOUTH OF THE SOUTH RAIL
 MM0351'OF THE UNION PACIFIC RAILROAD TRACKS, 52 FEET WEST OF A TELEGRAPH
 MM0351'POLE, 43 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30, AND 1 FOOT
 MM0351'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 MM0351'INSPECTED.
 MM0351'
 MM0351'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GANNETT NO. 2 1951,
 MM0351'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 MM0351'WITH THE SURFACE OF THE GROUND.  IT IS 80 FEET SOUTH OF THE
 MM0351'SOUTH RAIL OF THE RAILROAD TRACKS 41 FEET NORTH OF THE CENTER
 MM0351'OF U.S. HIGHWAY 30, 10 FEET WEST OF A TELEGRAPH POLE, AND 42 FEET
 MM0351'EAST-SOUTHEAST OF A METAL WITNESS POST.
 MM0351'
 MM0351'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GANNETT 1951 NO. 3
 MM0351'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MM0351'4 INCHES.  IT IS 74 FEET SOUTH OF THE CENTER OF THE SOUTH RAIL
 MM0351'OF TRACKS, 46 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30, 1.5
 MM0351'FEET EAST OF A TELEGRAPH POLE.
 MM0351'
 MM0351'AZIMUTH MARK, A STANDARD DISK STAMPED GANNETT 1951, IS SET IN
 MM0351'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 MM0351'SURFACE OF THE GROUND.  IT IS 81 FEET SOUTH OF THE SOUTH RAIL
 MM0351'OF TRACKS, 41 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30, 4.5
 MM0351'FEET WEST OF A TELEGRAPH POLE, AND 1 FOOT SOUTHEAST OF A
 MM0351'METAL WITNESS POST.
 MM0351'
 MM0351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 MM0351'WNW OF MAXWELL.
 MM0351
 MM0351                          STATION RECOVERY (1986)
 MM0351
 MM0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0351'11.2 KM (6.95 MI) NW FROM MAXWELL.
 MM0351'11.25 KM (7.0 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE PUBLIC SCHOOL
 MM0351'AT MAXWELL, ON TOP OF A SMALL DIRT MOUND ON THE INSIDE OF A CURVE, 0.5
 MM0351'KM (0.3 MI) NORTHWEST OF MILEPOST 185, 13.1 METERS (43 FT) NORTHEAST
 MM0351'OF THE HIGHWAY CENTERLINE, 23.8 METERS (78 FT) SOUTHWEST OF THE
 MM0351'SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD AND 15.8 METERS (52 FT)
 MM0351'NORTHWEST OF A TELEPHONE POLE.
 MM0351'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MM0351'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1413 ***********************************************************************
 LG1413  DESIGNATION -  GARLAND AZ MK 2
 LG1413  PID         -  LG1413
 LG1413  STATE/COUNTY-  NE/SEWARD
 LG1413  USGS QUAD   -  GARLAND (1972)
 LG1413
 LG1413                         *CURRENT SURVEY CONTROL
 LG1413  ___________________________________________________________________
 LG1413* NAD 83(1995)-  40 55 48.80493(N)    096 58 25.74935(W)     ADJUSTED  
 LG1413* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 LG1413  ___________________________________________________________________
 LG1413  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 LG1413  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 LG1413
 LG1413  HORZ ORDER  -  THIRD
 LG1413
 LG1413.The horizontal coordinates were established by classical geodetic methods
 LG1413.and adjusted by the National Geodetic Survey in August 1997..
 LG1413
 LG1413.The orthometric height was scaled from a topographic map.
 LG1413
 LG1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1413
 LG1413.The geoid height was determined by GEOID03.
 LG1413
 LG1413;                    North         East     Units Scale Factor Converg.
 LG1413;SPC NE       -   126,243.105   754,750.329   MT  0.99970871   +2 00 19.6
 LG1413;UTM  14      - 4,532,987.823   670,589.589   MT  0.99995818   +1 19 39.9
 LG1413
 LG1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1413!SPC NE       -   0.99992986  x   0.99970871  =   0.99963859
 LG1413!UTM  14      -   0.99992986  x   0.99995818  =   0.99988804
 LG1413
 LG1413                          SUPERSEDED SURVEY CONTROL
 LG1413
 LG1413  NAD 83(1986)-  40 55 48.81411(N)    096 58 25.75034(W) AD(       ) 3
 LG1413
 LG1413.Superseded values are not recommended for survey control.
 LG1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1413.See file dsdata.txt to determine how the superseded data were derived.
 LG1413
 LG1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7059032988(NAD 83)
 LG1413_MARKER: DZ = AZIMUTH MARK DISK
 LG1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1413_SP_SET: CONCRETE POST
 LG1413_STAMPING: GARLAND 1947 NO 2 1984
 LG1413_MARK LOGO: NGS   
 LG1413_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1413+STABILITY: SURFACE MOTION
 LG1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1413+SATELLITE: SATELLITE OBSERVATIONS - 1984
 LG1413
 LG1413  HISTORY     - Date     Condition        Report By
 LG1413  HISTORY     - 1984     MONUMENTED       NGS
 LG1413
 LG1413                          STATION DESCRIPTION
 LG1413
 LG1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1413'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) EAST FROM SEWARD, 2.0 KM
 LG1413'(1.2 MI) SOUTHEAST FROM GARLAND, 1.0 KM (0.6 MI) EAST FROM STATE
 LG1413'HIGHWAY 80D SPUR AND ON THE NORTH RIGHT-OF-WAY OF A GRAVELED COUNTY
 LG1413'ROAD.
 LG1413'TO REACH THE STATION FROM THE POST OFFICE, IN GARLAND, GO SOUTH ON
 LG1413'STYATE HIGHWAY 80D SPUR FOR 1.61 KM (1.00 MI) TO A GRAVELED CROSSROAD
 LG1413'AND STATION--GARLAND--IN THE NORTHEAST ANGLE OF THE CROSSROAD.  TURN
 LG1413'LEFT AND GO EAST ON THE GRAVELED ROAD FOR 1.05 KM (0.65 MI) TO THE
 LG1413'STATION ON THE LEFT, AT A FIELD ENTRANCE.
 LG1413'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LG1413'PROJECTS ABOUT 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.  THE
 LG1413'UNDERGROUND MARK IS RECESSED 1.1 M (3.6 FT) BELOW THE GROUND SURFACE.
 LG1413'THE MARKS ARE 12.8 M (42.0 FT) NORTH FROM THE CENTERLINE OF THE
 LG1413'ROAD, 6.7 M (22.0 FT) WEST FROM THE CENTERLINE OF THE FIELD ENTRANCE,
 LG1413'0.61 M (2.00 FT) EAST FROM A WITNESS POST AND 0.61 M (2.00 FT) SOUTH
 LG1413'FROM AN EAST/WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1186 ***********************************************************************
 LG1186  DESIGNATION -  GARLAND MUNICIPAL TANK
 LG1186  PID         -  LG1186
 LG1186  STATE/COUNTY-  NE/SEWARD
 LG1186  USGS QUAD   -  GARLAND (1972)
 LG1186
 LG1186                         *CURRENT SURVEY CONTROL
 LG1186  ___________________________________________________________________
 LG1186* NAD 83(1995)-  40 56 42.64294(N)    096 58 57.18428(W)     ADJUSTED  
 LG1186* NAVD 88     -                                                        
 LG1186  ___________________________________________________________________
 LG1186  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 LG1186  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 LG1186
 LG1186  HORZ ORDER  -  THIRD
 LG1186
 LG1186.The horizontal coordinates were established by classical geodetic methods
 LG1186.and adjusted by the National Geodetic Survey in August 1997..
 LG1186
 LG1186
 LG1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1186
 LG1186.The geoid height was determined by GEOID03.
 LG1186
 LG1186;                    North         East     Units Scale Factor Converg.
 LG1186;SPC NE       -   127,876.710   753,957.622   MT  0.99970615   +1 59 58.8
 LG1186;UTM  14      - 4,534,631.096   669,816.060   MT  0.99995494   +1 19 20.7
 LG1186
 LG1186                          SUPERSEDED SURVEY CONTROL
 LG1186
 LG1186  NAD 83(1986)-  40 56 42.65160(N)    096 58 57.18592(W) AD(       ) 4
 LG1186  NAD 27      -  40 56 42.62068(N)    096 58 56.09016(W) AD(       ) 3
 LG1186
 LG1186.Superseded values are not recommended for survey control.
 LG1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1186.See file dsdata.txt to determine how the superseded data were derived.
 LG1186
 LG1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6981634631(NAD 83)
 LG1186_MARKER: 53 = ELEVATED TANK
 LG1186_MARK LOGO: CGS   
 LG1186
 LG1186  HISTORY     - Date     Condition        Report By
 LG1186  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1186  HISTORY     - 1947     GOOD             CGS
 LG1186  HISTORY     - 19841120 GOOD             NGS
 LG1186  HISTORY     - 20010816 GOOD             USPSQD
 LG1186  HISTORY     - 20030821 GOOD             USPSQD
 LG1186
 LG1186                          STATION DESCRIPTION
 LG1186
 LG1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1186'THE STATION IS THE WATER TANK OF THE TOWN WATER SUPPLY, LOCATED
 LG1186'ABOUT 0.1 MILE EAST OF THE POST OFFICE.  IT IS A FOUR LEGGED
 LG1186'STEEL STRUCTURE ABOUT 120 FEET HIGH, PAINTED ALUMINUM WITH
 LG1186'BLACK LETTERING GARLAND PAINTED ON THE SOUTH SIDE.  POINT
 LG1186'OBSERVED UPON, FINIAL ON THE APEX OF THE ROOF.
 LG1186
 LG1186                          STATION RECOVERY (1947)
 LG1186
 LG1186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1186'RECOVERED IN GOOD CONDITION.
 LG1186
 LG1186                          STATION RECOVERY (1984)
 LG1186
 LG1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG1186'RECOVERED IN GOOD CONDITION.
 LG1186
 LG1186                          STATION RECOVERY (2001)
 LG1186
 LG1186'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1186'FROM U.S. HWY 34 AND N.W. 1ST ST. IN NW LINCOLN, GO WEST ON U.S. HWY
 LG1186'34 FOR 14.3 MILES TO SPUR RD 80D TO GARLAND, TURN RIGHT, GO NORTH FOR
 LG1186'3.7 MILES TO TOWN OF GARLAND. SILVER WATER TANK WITH BLACK LETTERS IS
 LG1186'60 FT WEST OF THE CENTERLINE OF NASH STREET AND HALF-WAY BETWEEN 3RD
 LG1186'STREET AND 4TH STREET AT THE EAST EDGE OF THE TOWN.
 LG1186
 LG1186                          STATION RECOVERY (2003)
 LG1186
 LG1186'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1414 ***********************************************************************
 LG1414  CBN         -  This is a Cooperative Base Network Control Station.
 LG1414  DESIGNATION -  GARLAND RESET
 LG1414  PID         -  LG1414
 LG1414  STATE/COUNTY-  NE/SEWARD
 LG1414  USGS QUAD   -  GARLAND (1972)
 LG1414
 LG1414                         *CURRENT SURVEY CONTROL
 LG1414  ___________________________________________________________________
 LG1414* NAD 83(1995)-  40 55 48.85013(N)    096 59 12.32854(W)     ADJUSTED  
 LG1414* NAVD 88     -       485.3    (meters)    1592.     (feet)  GPS OBS   
 LG1414  ___________________________________________________________________
 LG1414  X           -    -587,036.392 (meters)                     COMP
 LG1414  Y           -  -4,790,179.989 (meters)                     COMP
 LG1414  Z           -   4,156,873.297 (meters)                     COMP
 LG1414  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 LG1414  ELLIP HEIGHT-         458.38  (meters)          (07/10/01) GPS OBS
 LG1414  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 LG1414
 LG1414  HORZ ORDER  -  B
 LG1414  ELLP ORDER  -  FOURTH    CLASS I
 LG1414
 LG1414.The horizontal coordinates were established by GPS observations
 LG1414.and adjusted by the National Geodetic Survey in June 1996..
 LG1414
 LG1414.The orthometric height was determined by GPS observations and a
 LG1414.high-resolution geoid model.
 LG1414
 LG1414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1414
 LG1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1414
 LG1414.The ellipsoidal height was determined by GPS observations
 LG1414.and is referenced to NAD 83.
 LG1414
 LG1414.The geoid height was determined by GEOID03.
 LG1414
 LG1414;                    North         East     Units Scale Factor Converg.
 LG1414;SPC NE       -   126,206.455   753,661.518   MT  0.99970871   +1 59 48.7
 LG1414;UTM  14      - 4,532,964.048   669,500.152   MT  0.99995362   +1 19 09.4
 LG1414
 LG1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1414!SPC NE       -   0.99992810  x   0.99970871  =   0.99963683
 LG1414!UTM  14      -   0.99992810  x   0.99995362  =   0.99988173
 LG1414
 LG1414:                Primary Azimuth Mark                     Grid Az
 LG1414:SPC NE       -  GARLAND MUNICIPAL TANK                   010 03 10.8
 LG1414:UTM  14      -  GARLAND MUNICIPAL TANK                   010 43 50.1
 LG1414
 LG1414|---------------------------------------------------------------------|
 LG1414| PID    Reference Object                     Distance      Geod. Az  |
 LG1414|                                                           dddmmss.s |
 LG1414| LG1186 GARLAND MUNICIPAL TANK              APPROX. 1.7 KM 0120259.5 |
 LG1414| LG1413 GARLAND AZ MK 2                     APPROX. 1.1 KM 0900408.7 |
 LG1414| LG1453 GARLAND AZ MK                                      0920035.9 |
 LG1414| LG1420 MALCOLM MUNICIPAL TANK              APPROX.10.8 KM 1030140.2 |
 LG1414| LG1454 GARLAND RM 1                         23.296 METERS 10708     |
 LG1414| LG1456 GARLAND RM 3                          9.854 METERS 11131     |
 LG1414| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.27.7 KM 1191108.9 |
 LG1414| LG0763 SEWARD ST PAUL EVAN CH SPIRE        APPROX. 8.2 KM 1911637.8 |
 LG1414| LG1455 GARLAND RM 2                         24.519 METERS 19217     |
 LG1414| LG0760 SEWARD COUNTY CTHSE CUPOLA          APPROX. 9.7 KM 2545549.1 |
 LG1414| LG0756 SEWARD MUNICIPAL TANK               APPROX. 9.9 KM 2561409.2 |
 LG1414| LG1457 GARLAND RM 4                         10.630 METERS 34001     |
 LG1414|---------------------------------------------------------------------|
 LG1414
 LG1414                          SUPERSEDED SURVEY CONTROL
 LG1414
 LG1414  ELLIP H (06/25/96)  458.44   (m)                       GP(       ) 1 1
 LG1414  NAD 83(1986)-  40 55 48.85923(N)    096 59 12.32952(W) AD(       ) 1
 LG1414  NAD 27      -  40 55 48.82800(N)    096 59 11.23200(W) AD(       ) 1
 LG1414
 LG1414.Superseded values are not recommended for survey control.
 LG1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1414.See file dsdata.txt to determine how the superseded data were derived.
 LG1414
 LG1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6950032964(NAD 83)
 LG1414_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1414_SP_SET: CONCRETE POST
 LG1414_STAMPING: GARLAND 1947 1984
 LG1414_MARK LOGO: NGS   
 LG1414_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1414+STABILITY: SURFACE MOTION
 LG1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1414+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 LG1414
 LG1414  HISTORY     - Date     Condition        Report By
 LG1414  HISTORY     - 1984     MONUMENTED       NGS
 LG1414  HISTORY     - 19950510 GOOD             NGS
 LG1414  HISTORY     - 20000613 GOOD             NEDR
 LG1414
 LG1414                          STATION DESCRIPTION
 LG1414
 LG1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1414'THE STATION IS LOCATED ABOUT 27.7 KM (17.2 MI) WEST FROM LINCOLN, 9.9
 LG1414'KM (6.2 MI) EAST FROM SEWARD, 1.6 KM (1.0 MI) SOUTH FROM GARLAND, AT
 LG1414'THE SOUTHWEST CORNER OF SEC9, T11N, R4E, IN THE SOUTHEAST ANGLE OF AN
 LG1414'INTERSECTION AND ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 80D SPUR.
 LG1414'CONTACT THE NEBRASKA DEPARTMENT OF ROADS, LINCOLN, NEBRASKA.
 LG1414'TO REACH THE STATION FROM THE POST OFFICE IN GARLAND, GO SOUTH ON
 LG1414'STATE HIGHWAY 80D SPUR FOR 1.61 KM (1.00 MI) TO A GRAVELED CROSSROAD
 LG1414'AND THE STATION ON THE LEFT.
 LG1414'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1414'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED 1.1
 LG1414'M (3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 14.8 M (48.6 FT)
 LG1414'EAST FROM THE CENTERLINE OF THE HIGHWAY, 15.7 M (51.5 FT) NORTH FROM
 LG1414'THE CENTERLINE OF THE GRAVELED ROAD, 13.32 M (43.70 FT) SOUTHEAST
 LG1414'FROM THE SOUTHEAST END OF A GUARDRAIL ON THE HIGHWAY, 10.91 M
 LG1414'(35.79 FT) WEST-NORTHWEST FROM A POWER POLE AND 0.82 M (2.69 FT)
 LG1414'SOUTH FROM A WITNESS POST.
 LG1414
 LG1414                          STATION RECOVERY (1995)
 LG1414
 LG1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG1414'THE MARK IS LOCATED ABOUT 6.25 MI (10.06 KM) EAST-NORTHEAST OF SEWARD,
 LG1414'1.0 MILE (1.6 KM) SOUTH OF GARLAND AND ON THE EAST RIGHT-OF-WAY OF
 LG1414'STATE ROAD 80D SPUR, AT THE JUNCTION WITH WAVERLY ROAD AND IN THE SW
 LG1414'CORNER OF SEC9, T11N, R4E.  TO REACH THE MARK FROM THE GARLAND POST
 LG1414'OFFICE AT THE INTERSECTION OF 4TH AND FRAZIER STREETS, GO SOUTH ON
 LG1414'FRAZIER STREET, WHICH BECOMES STATE ROAD 80D SPUR AND 196TH STREET,
 LG1414'FOR 1.61 KM (1.00 MI) TO THE MARK ON THE LEFT.  THE DISK IS SET INTO
 LG1414'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT
 LG1414'IS 48.5 FT (14.8 M) EAST FROM THE CENTERLINE OF THE HIGHWAY, 48.5 FT
 LG1414'(14.8 M) NORTH FROM THE CENTERLINE OF WAVERLY ROAD, 35.2 FT (10.7 M)
 LG1414'WEST-NORTHWEST FROM A UTILITY POLE, 20.6 FT (6.3 M) NORTHWEST FROM A
 LG1414'POLE SUPPORTING A BURIED TELEPHONE CABLE JUNCTION BOX, 2.6 FT (0.8 M)
 LG1414'SOUTH FROM A FIBERGLASS WITNESS POST AND ABOUT 1.0 FT (0.3 M) LOWER
 LG1414'THAN THE HIGHWAY.
 LG1414
 LG1414                          STATION RECOVERY (2000)
 LG1414
 LG1414'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1414'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1130 ***********************************************************************
 ML1130  DESIGNATION -  GARVAL
 ML1130  PID         -  ML1130
 ML1130  STATE/COUNTY-  NE/VALLEY
 ML1130  USGS QUAD   -  ORD NW (1985)
 ML1130
 ML1130                         *CURRENT SURVEY CONTROL
 ML1130  ___________________________________________________________________
 ML1130* NAD 83(1995)-  41 44 21.43776(N)    098 58 30.69660(W)     ADJUSTED  
 ML1130* NAVD 88     -       730.0    (meters)    2395.     (feet)  VERTCON   
 ML1130  ___________________________________________________________________
 ML1130  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 ML1130  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 ML1130
 ML1130  HORZ ORDER  -  FIRST
 ML1130
 ML1130.The horizontal coordinates were established by classical geodetic methods
 ML1130.and adjusted by the National Geodetic Survey in August 1997..
 ML1130
 ML1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1130
 ML1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1130
 ML1130.The geoid height was determined by GEOID03.
 ML1130
 ML1130;                    North         East     Units Scale Factor Converg.
 ML1130;SPC NE       -   212,114.898   585,221.296   MT  0.99966687   +0 40 44.9
 ML1130;UTM  14      - 4,620,830.656   502,062.780   MT  0.99960005   +0 00 59.5
 ML1130
 ML1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1130!SPC NE       -   0.99988925  x   0.99966687  =   0.99955616
 ML1130!UTM  14      -   0.99988925  x   0.99960005  =   0.99948935
 ML1130
 ML1130:                Primary Azimuth Mark                     Grid Az
 ML1130:SPC NE       -  ELM                                      093 00 13.9
 ML1130:UTM  14      -  ELM                                      093 39 59.3
 ML1130
 ML1130|---------------------------------------------------------------------|
 ML1130| PID    Reference Object                     Distance      Geod. Az  |
 ML1130|                                                           dddmmss.s |
 ML1130| ML1126 ELM                                 APPROX. 9.8 KM 0934058.8 |
 ML1130| ML1127 ORD REGION 26 RADIO MAST            APPROX. 9.3 KM 1071553.1 |
 ML1130| CN9369 GARVAL RM 1                          13.234 METERS 12655     |
 ML1130| CN9371 GARVAL RM 3                                        1740002.5 |
 ML1130| CN9370 GARVAL RM 2                           9.467 METERS 23841     |
 ML1130|---------------------------------------------------------------------|
 ML1130
 ML1130                          SUPERSEDED SURVEY CONTROL
 ML1130
 ML1130  NAD 83(1986)-  41 44 21.44321(N)    098 58 30.70325(W) AD(       ) 1
 ML1130  NAD 27      -  41 44 21.41542(N)    098 58 29.37601(W) AD(       ) 1
 ML1130  NGVD 29 (07/19/86)  729.7    (m)         2394.     (f) VERT ANG       
 ML1130
 ML1130.Superseded values are not recommended for survey control.
 ML1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1130.See file dsdata.txt to determine how the superseded data were derived.
 ML1130
 ML1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0206320831(NAD 83)
 ML1130_MARKER: DS = TRIANGULATION STATION DISK
 ML1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1130_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ML1130
 ML1130  HISTORY     - Date     Condition        Report By
 ML1130  HISTORY     - 1972     MONUMENTED       NGS
 ML1130
 ML1130                          STATION DESCRIPTION
 ML1130
 ML1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1130'THE STATION IS LOCATED ABOUT 8.5 MILES EAST-SOUTHEAST OF BURWELL,
 ML1130'4 MILES NORTHEAST OF ELYRIA AND ABOUT 0.1 MILE SOUTH OF THE
 ML1130'GARFIELD-VALLEY COUNTY LINE.  THE PROPERTY IS OWNED BY MR. DON
 ML1130'MATTERN WHO LIVES IN BURWELL.
 ML1130'
 ML1130'TO REACH THE STATION FROM THE POST OFFICE IN ELYRIA GO NORTH
 ML1130'ON A PAVED ROAD FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAY
 ML1130'11.  CROSS THE HIGHWAY AND CONTINUE NORTHERLY ON THE PAVED ROAD
 ML1130'FOR 1.7 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT ON THE
 ML1130'GRAVEL ROAD AND GO EAST AND THEN NORTHERLY FOR 4.35 MILES TO
 ML1130'A FORK AT A T-ROAD.  KEEP RIGHT AND GO EAST FOR 1.35 MILES TO A
 ML1130'FORK ON THE LEFT.  CONTINUE SOUTH ON THE GRAVEL ROAD FOR 1.20
 ML1130'MILES TO A WIRE GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH WIRE
 ML1130'GATE AND GO SOUTH, THEN NORTHWEST FOR 0.15 MILE ON A TRACK ROAD TO
 ML1130'THE HEAD OF A WASH.  TURN LEFT AND GO SOUTH, THEN WEST FOR
 ML1130'0.45 MILE TO A WINDMILL.  PASS TO THE RIGHT OF THE WINDMILL AND
 ML1130'CONTINUE WEST ACROSS MEADOW IN A VALLEY FOR 0.15 MILE TO
 ML1130'REFERENCE MARK 3 ON THE RIGHT.  BEAR RIGHT AND GO NORTH UP
 ML1130'SMALL VALLEY FOR 0.15 MILE TO THE TOP OF A HILL AT THE HEAD
 ML1130'OF VALLEY AND STATION.
 ML1130'
 ML1130'THE STATION MARKS ARE STANDARD DISKS STAMPED GARVAL 1972.  THE
 ML1130'SURFACE DISK IS SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 ML1130'MONUMENT THAT PROJECTS 3-INCHES ABOVE THE GROUND SURFACE AND THE
 ML1130'UNDERGROUND DISK WAS SET ABOUT 42-INCHES BELOW THE GROUND
 ML1130'SURFACE.  IT IS 4.5 FEET SOUTHWEST OF A METAL WITNESS POST
 ML1130'WITH SIGN ATTACHED.
 ML1130'
 ML1130'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GARVAL NO 1 1972,
 ML1130'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT
 ML1130'PROJECTS 2-INCHES ABOVE THE GROUND SURFACE.  IT IS 46.5 FEET
 ML1130'SOUTH-SOUTHEAST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 ML1130'
 ML1130'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GARVAL NO 2 1972,
 ML1130'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 ML1130'4-INCHES ABOVE THE GROUND SURFACE.  IT IS 34.5 FEET WEST OF THE
 ML1130'METAL WITNESS POST WITH SIGN ATTACHED.
 ML1130'
 ML1130'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GARVAL NO 3 1972,
 ML1130'SET IN THE TOP OF A 7-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 ML1130'1-INCH ABOVE THE GROUND SURFACE.  IT IS 2 FEET EAST OF A METAL
 ML1130'WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0676 ***********************************************************************
 NP0676  DESIGNATION -  GARY
 NP0676  PID         -  NP0676
 NP0676  STATE/COUNTY-  NE/SHERIDAN
 NP0676  USGS QUAD   -  HAY SPRINGS CREEK (1966)
 NP0676
 NP0676                         *CURRENT SURVEY CONTROL
 NP0676  ___________________________________________________________________
 NP0676* NAD 83(1995)-  42 43 21.38964(N)    102 46 04.43777(W)     ADJUSTED  
 NP0676* NAVD 88     -      1206.0    (meters)    3957.     (feet)  VERTCON   
 NP0676  ___________________________________________________________________
 NP0676  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 NP0676  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0676
 NP0676  HORZ ORDER  -  SECOND
 NP0676
 NP0676.The horizontal coordinates were established by classical geodetic methods
 NP0676.and adjusted by the National Geodetic Survey in August 1997..
 NP0676
 NP0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0676
 NP0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0676
 NP0676.The geoid height was determined by GEOID03.
 NP0676
 NP0676;                    North         East     Units Scale Factor Converg.
 NP0676;SPC NE       -   324,435.856   273,355.052   MT  0.99988464   -1 50 03.4
 NP0676;UTM  13      - 4,732,427.471   682,754.873   MT  1.00001092   +1 30 53.2
 NP0676
 NP0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0676!SPC NE       -   0.99981373  x   0.99988464  =   0.99969839
 NP0676!UTM  13      -   0.99981373  x   1.00001092  =   0.99982464
 NP0676
 NP0676:                Primary Azimuth Mark                     Grid Az
 NP0676:SPC NE       -  Q 353                                    132 06 32.0
 NP0676:UTM  13      -  Q 353                                    128 45 35.4
 NP0676
 NP0676|---------------------------------------------------------------------|
 NP0676| PID    Reference Object                     Distance      Geod. Az  |
 NP0676|                                                           dddmmss.s |
 NP0676| NP0210 Q 353                               APPROX. 4.0 KM 1301628.6 |
 NP0676| CQ3812 GARY RM 1                            16.350 METERS 13233     |
 NP0676| NP0669 HAY SPRINGS TV STA KDUH TOWER       APPROX. 9.8 KM 1435030.8 |
 NP0676| CQ3813 GARY RM 2                            16.940 METERS 31300     |
 NP0676|---------------------------------------------------------------------|
 NP0676
 NP0676                          SUPERSEDED SURVEY CONTROL
 NP0676
 NP0676  NAD 83(1995)-  42 43 21.38791(N)    102 46 04.43887(W) AD(       ) 2
 NP0676  NAD 83(1986)-  42 43 21.38100(N)    102 46 04.43179(W) AD(       ) 2
 NP0676  NAD 27      -  42 43 21.47965(N)    102 46 02.81385(W) AD(       ) 2
 NP0676  NGVD 29 (07/19/86) 1205.4    (m)         3955.     (f) VERT ANG       
 NP0676
 NP0676.Superseded values are not recommended for survey control.
 NP0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0676.See file dsdata.txt to determine how the superseded data were derived.
 NP0676
 NP0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8275532427(NAD 83)
 NP0676_MARKER: DD = SURVEY DISK
 NP0676_SETTING: 0 = UNSPECIFIED SETTING
 NP0676
 NP0676  HISTORY     - Date     Condition        Report By
 NP0676  HISTORY     - 1968     MONUMENTED       USGS
 NP0676
 NP0676                          STATION DESCRIPTION
 NP0676
 NP0676'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0676'THE STATION IS ABOUT 4.8 MI NW. OF HAY SPRINGS, NEAR THE CENTER
 NP0676'OF SEC. 30, T. 32 N., R. 46 W.
 NP0676'
 NP0676'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 20 AND STATE
 NP0676'HWY. 87 IN HAY SPRINGS GO NW. ON HWY. 20 FOR 4.8 MI AND STATION
 NP0676'ON LEFT.
 NP0676'
 NP0676'STATION MARK IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0676'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED
 NP0676'TO WITHIN 1 IN. OF CAP WITH GRAVEL STAMPED ET GARY 1968,
 NP0676'STATION IS 82 FT S. OF CENTER OF HWY. 20, 14 FT N. OF S.
 NP0676'RIGHT-OF-WAY FENCE, 14 FT N. OF USGS WITNESS POST.
 NP0676'
 NP0676'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0676'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG,
 NP0676'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, IT IS SW. OF STATION,
 NP0676'80 FT S. OF CENTER OF HWY. 20 AND 15 FT N. OF S. RIGHT-OF-WAY
 NP0676'FENCE, STAMPED GARY NO 1 1968, MARK IS FLUSH WITH THE GROUND.
 NP0676'
 NP0676'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0676'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG,
 NP0676'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, IT IS NW. OF STATION,
 NP0676'83 FT S. OF CENTER OF HWY. 20 AND 14 FT N. OF S. RIGHT-OF-WAY
 NP0676'FENCE, STAMPED GARY NO 2 1968, MARK IS FLUSH WITH THE GROUND.
 NP0676'
 NP0676'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2069 ***********************************************************************
 MK2069  DESIGNATION -  GARY
 MK2069  PID         -  MK2069
 MK2069  STATE/COUNTY-  NE/SAUNDERS
 MK2069  USGS QUAD   -  WAHOO EAST (1983)
 MK2069
 MK2069                         *CURRENT SURVEY CONTROL
 MK2069  ___________________________________________________________________
 MK2069* NAD 83(1995)-  41 13 39.30416(N)    096 33 47.99283(W)     ADJUSTED  
 MK2069* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 MK2069  ___________________________________________________________________
 MK2069  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 MK2069  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 MK2069
 MK2069  HORZ ORDER  -  SECOND
 MK2069
 MK2069.The horizontal coordinates were established by classical geodetic methods
 MK2069.and adjusted by the National Geodetic Survey in August 1997..
 MK2069
 MK2069.The orthometric height was scaled from a topographic map.
 MK2069
 MK2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2069
 MK2069.The geoid height was determined by GEOID03.
 MK2069
 MK2069;                    North         East     Units Scale Factor Converg.
 MK2069;SPC NE       -   160,521.742   787,977.053   MT  0.99967033   +2 16 38.9
 MK2069;UTM  14      - 4,566,884.602   704,229.256   MT  1.00011335   +1 36 23.2
 MK2069
 MK2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2069!SPC NE       -   0.99994618  x   0.99967033  =   0.99961653
 MK2069!UTM  14      -   0.99994618  x   1.00011335  =   1.00005953
 MK2069
 MK2069|---------------------------------------------------------------------|
 MK2069| PID    Reference Object                     Distance      Geod. Az  |
 MK2069|                                                           dddmmss.s |
 MK2069| CL6558 GARY RM 2                            15.700 METERS 09050     |
 MK2069| CL6557 GARY RM 1                            29.772 METERS 21543     |
 MK2069| AF8802 WAHOO                               APPROX. 5.2 KM 2483934.0 |
 MK2069|---------------------------------------------------------------------|
 MK2069
 MK2069                          SUPERSEDED SURVEY CONTROL
 MK2069
 MK2069  NAD 83(1986)-  41 13 39.31473(N)    096 33 47.99649(W) AD(       ) 2
 MK2069  NAD 27      -  41 13 39.30152(N)    096 33 46.90784(W) AD(       ) 2
 MK2069
 MK2069.Superseded values are not recommended for survey control.
 MK2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2069.See file dsdata.txt to determine how the superseded data were derived.
 MK2069
 MK2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0422966885(NAD 83)
 MK2069_MARKER: DD = SURVEY DISK
 MK2069_SETTING: 0 = UNSPECIFIED SETTING
 MK2069
 MK2069  HISTORY     - Date     Condition        Report By
 MK2069  HISTORY     - 1967     MONUMENTED       USGS
 MK2069
 MK2069                          STATION DESCRIPTION
 MK2069
 MK2069'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 MK2069'THE STATION IS LOCATED ABOUT 1.0 MI N. AND 3.0 MI E. OF WAHOO,
 MK2069'T. 14 N., R. 7 E., NEAR THE QUARTER COR. BETWEEN SECS. 31 AND 36,
 MK2069'47 FT N., 91 FT E. OF RR. CROSSING, 61 FT E. OF USGS WITNESS
 MK2069'POST, 3 FT S. OF N. RIGHT-OF-WAY FENCE.
 MK2069'
 MK2069'TO REACH THE STATION FROM THE COURTHOUSE IN WAHOO, GO N.-E. ON
 MK2069'U.S. HWY. 30A, 4.7 MI TO A CROSSROAD, TURN RIGHT AND GO S., 0.5
 MK2069'MI TO RR. CROSSING AND STATION ON THE LEFT.
 MK2069'
 MK2069'ALL MARKS FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK2069'0.5 IN COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12
 MK2069'IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2069'
 MK2069'THE STATION MARK IS STAMPED ET GARY 1967.
 MK2069'
 MK2069'REFERENCE MARK 1 IS SW. OF STATION, 33 FT S. AND 34 FT E. OF
 MK2069'RR. CROSSING, 16 FT N. OF S. RIGHT-OF-WAY FENCE, STAMPED GARY
 MK2069'NO 1 1967
 MK2069'
 MK2069'REFERENCE MARK 2 IS E. OF STATION, 47 FT N., 142 FT E. OF RR.
 MK2069'CROSSING, 2.8 FT S. OF N. RIGHT-OF-WAY FENCE, STAMPED GARY NO 2
 MK2069'1967.
 MK2069'
 MK2069'NO AZIMUTH MARK SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0431 ***********************************************************************
 MN0431  DESIGNATION -  GAS
 MN0431  PID         -  MN0431
 MN0431  STATE/COUNTY-  NE/DEUEL
 MN0431  USGS QUAD   -  BIG SPRINGS NW (1971)
 MN0431
 MN0431                         *CURRENT SURVEY CONTROL
 MN0431  ___________________________________________________________________
 MN0431* NAD 83(1995)-  41 07 47.94355(N)    102 10 12.77748(W)     ADJUSTED  
 MN0431* NAVD 88     -      1122.8    (meters)    3684.     (feet)  VERTCON   
 MN0431  ___________________________________________________________________
 MN0431  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 MN0431  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 MN0431
 MN0431  HORZ ORDER  -  SECOND
 MN0431
 MN0431.The horizontal coordinates were established by classical geodetic methods
 MN0431.and adjusted by the National Geodetic Survey in August 1997..
 MN0431
 MN0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0431
 MN0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0431
 MN0431.The geoid height was determined by GEOID03.
 MN0431
 MN0431;                    North         East     Units Scale Factor Converg.
 MN0431;SPC NE       -   146,248.122   317,845.110   MT  0.99967999   -1 26 17.5
 MN0431;UTM  13      - 4,557,046.745   737,534.192   MT  1.00029447   +1 51 44.0
 MN0431
 MN0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0431!SPC NE       -   0.99982711  x   0.99967999  =   0.99950716
 MN0431!UTM  13      -   0.99982711  x   1.00029447  =   1.00012153
 MN0431
 MN0431:                Primary Azimuth Mark                     Grid Az
 MN0431:SPC NE       -  GAS AZ MK                                058 49 47.3
 MN0431:UTM  13      -  GAS AZ MK                                055 31 45.8
 MN0431
 MN0431|---------------------------------------------------------------------|
 MN0431| PID    Reference Object                     Distance      Geod. Az  |
 MN0431|                                                           dddmmss.s |
 MN0431| CP8088 GAS AZ MK                                          0572329.8 |
 MN0431| MN0427 BIG SPRINGS K N NAT GAS TANK        APPROX. 4.2 KM 1765655.8 |
 MN0431| MN0426 BIG SPRINGS K N NAT GAS MAST        APPROX. 4.2 KM 1780748.9 |
 MN0431| CP8089 GAS RM 1                             21.921 METERS 23518     |
 MN0431| CP8090 GAS RM 2                             43.419 METERS 33535     |
 MN0431|---------------------------------------------------------------------|
 MN0431
 MN0431                          SUPERSEDED SURVEY CONTROL
 MN0431
 MN0431  NAD 83(1995)-  41 07 47.94283(N)    102 10 12.77887(W) AD(       ) 2
 MN0431  NAD 83(1986)-  41 07 47.94262(N)    102 10 12.77884(W) AD(       ) 2
 MN0431  NAD 27      -  41 07 47.98130(N)    102 10 11.11720(W) AD(       ) 2
 MN0431  NGVD 29 (07/19/86) 1122.3    (m)         3682.     (f) VERT ANG       
 MN0431
 MN0431.Superseded values are not recommended for survey control.
 MN0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0431.See file dsdata.txt to determine how the superseded data were derived.
 MN0431
 MN0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3753457047(NAD 83)
 MN0431_MARKER: DS = TRIANGULATION STATION DISK
 MN0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0431_STAMPING: GAS 1963
 MN0431_MARK LOGO: CGS   
 MN0431_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0431+STABILITY: SURFACE MOTION
 MN0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0431+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1997
 MN0431
 MN0431  HISTORY     - Date     Condition        Report By
 MN0431  HISTORY     - 1963     MONUMENTED       CGS
 MN0431  HISTORY     - 19970819 GOOD             NEDR
 MN0431
 MN0431                          STATION DESCRIPTION
 MN0431
 MN0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0431'THE STATION IS LOCATED 16-1/2 MILES EAST-NORTHEAST OF CHAPPELL,
 MN0431'11-1/2 MILES NORTH-NORTHEAST OF JULESBURG, 7 MILES NORTHWEST
 MN0431'OF BIG SPRINGS, ALONG THE EAST SIDE OF A NORTH-SOUTH SECTION-LINE
 MN0431'ROAD IN A CULTIVATED FIELD.
 MN0431'
 MN0431'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0431'385 IN CHAPPELL, GO EAST ON U.S. HIGHWAY 30 FOR 7.0 MILES TO THE
 MN0431'JUNCTION OF STATE HIGHWAY 27.  CONTINUE STRAIGHT AHEAD AND GO
 MN0431'EAST ON U.S. HIGHWAY 30 FOR 9.2 MILES TO A CROSSROAD JUST BEFORE
 MN0431'REACHING GAS COMPRESSOR STATION ON THE LEFT.  TURN LEFT AND
 MN0431'GO NORTH ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD AND THE
 MN0431'END OF THE GRAVEL.  CONTINUE STRAIGHT AHEAD AND GO NORTH ON
 MN0431'A TRACK ROAD FOR 0.7 MILE TO THE STATION ON THE RIGHT AS
 MN0431'DESCRIBED.
 MN0431'
 MN0431'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 MN0431'TRACK ROAD FOR 0.3 MILE.  TURN RIGHT AND GO EAST ON A TRACK
 MN0431'ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 MN0431'
 MN0431'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF AN 18-INCH
 MN0431'IRREGULAR MASS OF CONCRETE WHICH IS 18 INCHES BELOW THE SURFACE
 MN0431'OF THE GROUND AND IS STAMPED GAS 1963.  IT IS 19 FEET EAST OF
 MN0431'THE CENTER OF A TRACK ROAD AND 6.4 FEET EAST OF A METAL WITNESS
 MN0431'POST.
 MN0431'
 MN0431'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0431'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0431'GAS NO 1 1963.  IT IS 41 FEET WEST OF THE CENTER OF A TRACK
 MN0431'ROAD AND 1-1/2 FEET NORTH OF A POWER POLE.
 MN0431'
 MN0431'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0431'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED GAS
 MN0431'NO 2 1963.  IT IS 40 FEET WEST OF THE CENTER OF A TRACK ROAD AND
 MN0431'1-1/2 FEET SOUTH OF A POWER POLE.
 MN0431'
 MN0431'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0431'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 MN0431'GAS 1963.  IT IS 31 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 MN0431'4-1/2 FEET NORTH-NORTHEAST OF POWER POLE A 7 AND 1.2 FEET
 MN0431'NORTH-NORTHWEST OF A METAL WITNESS POST.
 MN0431
 MN0431                          STATION RECOVERY (1997)
 MN0431
 MN0431'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 MN0431'RECOVERED IN GOOD CONDITION.  TO REACH FROM THE JUNCTION OF U.S.
 MN0431'HIGHWAYS 138 AND 30, NORTH OF BIG SPRINGS, GO WEST ON HIGHWAY 30 FOR
 MN0431'4.2 MI (6.8 KM) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 MN0431'COUNTY ROAD FOR 2.5 MI (4.0 KM) TO A GRAVELED, OIL FIELD ACCESS, ROAD
 MN0431'ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.7 MI (1.1 KM) TO A CURVE
 MN0431'LEFT, IN THE ROAD.  CONTINUE WEST, ALONG A CROP LINE FOR 0.3 MI (0.5
 MN0431'KM) TO A NORTH-SOUTH POWERLINE.  TURN RIGHT AND FOLLOW THE POWERLINE
 MN0431'NORTH FOR 0.15 MI (0.24 KM) TO THE MARK, 0.15 MI (0.24 KM) NORTH OF
 MN0431'THE 1/4 CORNER BETWEEN SEC5 AND 6, T13N, R4W AND ON PROPERTY OWNED BY
 MN0431'MARION DEHNING, 1524 ROAD W 49, BIG SPRINGS, NE.  TELEPHONE
 MN0431'308.889.3229 0R 3478.  THE DISK IS SET INTO THE TOP OF A CONCRETE POST
 MN0431'THAT IS RECESSED 0.6 M (2.0 FT) BELOW THE GROUND SURFACE.  IT IS
 MN0431'89.763 M (294.497 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF AN
 MN0431'ABANDONED HOUSE, 43.42 M (142.45 FT) SOUTH-SOUTHEAST FROM RM 2, 42.85
 MN0431'M (140.58 FT) SOUTH-SOUTHEAST FROM A POWERLINE POLE, 21.921 M (71.919
 MN0431'FT) NORTHEAST OF RM 1 AND 43.02 M (141.14 FT) NORTH-NORTHEAST FROM A
 MN0431'POWERLINE POLE, WHICH IS THE 8TH POLE SOUTH OF A JOG TO THE WEST IN
 MN0431'THE POWERLINE.  REBAR WAS DRIVEN BY THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0675 ***********************************************************************
 LG0675  DESIGNATION -  GENEVA
 LG0675  PID         -  LG0675
 LG0675  STATE/COUNTY-  NE/FILLMORE
 LG0675  USGS QUAD   -  GENEVA (1969)
 LG0675
 LG0675                         *CURRENT SURVEY CONTROL
 LG0675  ___________________________________________________________________
 LG0675* NAD 83(1986)-  40 31 12.     (N)    097 36 10.     (W)     SCALED    
 LG0675* NAVD 88     -       503.349  (meters)    1651.40   (feet)  ADJUSTED  
 LG0675  ___________________________________________________________________
 LG0675  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 LG0675  DYNAMIC HT  -         503.064 (meters)    1650.47  (feet)  COMP
 LG0675  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 LG0675
 LG0675  VERT ORDER  -  SECOND    CLASS 0
 LG0675
 LG0675.The horizontal coordinates were scaled from a topographic map and have
 LG0675.an estimated accuracy of +/- 6 seconds.
 LG0675
 LG0675.The orthometric height was determined by differential leveling
 LG0675.and adjusted by the National Geodetic Survey in June 1991..
 LG0675
 LG0675.The geoid height was determined by GEOID03.
 LG0675
 LG0675.The dynamic height is computed by dividing the NAVD 88
 LG0675.geopotential number by the normal gravity value computed on the
 LG0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0675.degrees latitude (g = 980.6199 gals.).
 LG0675
 LG0675.The modeled gravity was interpolated from observed gravity values.
 LG0675
 LG0675;                    North         East    Units  Estimated Accuracy
 LG0675;SPC NE       -    79,060.      703,080.      MT  (+/- 180 meters Scaled)
 LG0675
 LG0675                          SUPERSEDED SURVEY CONTROL
 LG0675
 LG0675  NGVD 29 (??/??/92)  503.169  (m)         1650.81   (f) ADJ UNCH    2 0
 LG0675
 LG0675.Superseded values are not recommended for survey control.
 LG0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0675.See file dsdata.txt to determine how the superseded data were derived.
 LG0675
 LG0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK183864(NAD 83)
 LG0675_MARKER: DB = BENCH MARK DISK
 LG0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0675_STAMPING: GENEVA 1934
 LG0675_MARK LOGO: CGS   
 LG0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0675+STABILITY: SURFACE MOTION
 LG0675
 LG0675  HISTORY     - Date     Condition        Report By
 LG0675  HISTORY     - 1934     MONUMENTED       CGS
 LG0675  HISTORY     - 19920821 GOOD             NGS
 LG0675
 LG0675                          STATION DESCRIPTION
 LG0675
 LG0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0675'AT GENEVA.
 LG0675'AT GENEVA, FILLMORE COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 LG0675'NORTH LAWN, BETWEEN THE COURTHOUSE AND THE SIDEWALK ON THE
 LG0675'STREET, AND 10 FEET WEST OF A WATER FOUNTAIN.  SET IN THE
 LG0675'TOP OF A CONCRETE POST.
 LG0675
 LG0675                          STATION RECOVERY (1992)
 LG0675
 LG0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DW)
 LG0675'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7975 ***********************************************************************
 AJ7975  DESIGNATION -  GENEVA
 AJ7975  PID         -  AJ7975
 AJ7975  STATE/COUNTY-  NE/FILLMORE
 AJ7975  USGS QUAD   -  GENEVA (1969)
 AJ7975
 AJ7975                         *CURRENT SURVEY CONTROL
 AJ7975  ___________________________________________________________________
 AJ7975* NAD 83(1995)-  40 32 00.40790(N)    097 36 31.07891(W)     ADJUSTED  
 AJ7975* NAVD 88     -       503.     (meters)    1650.     (feet)  SCALED    
 AJ7975  ___________________________________________________________________
 AJ7975  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AJ7975  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AJ7975
 AJ7975  HORZ ORDER  -  SECOND
 AJ7975
 AJ7975.The horizontal coordinates were established by classical geodetic methods
 AJ7975.and adjusted by the National Geodetic Survey in August 1997..
 AJ7975
 AJ7975.The orthometric height was scaled from a topographic map.
 AJ7975
 AJ7975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7975
 AJ7975.The geoid height was determined by GEOID03.
 AJ7975
 AJ7975;                    North         East     Units Scale Factor Converg.
 AJ7975;SPC NE       -    80,534.988   702,544.040   MT  0.99980133   +1 35 05.1
 AJ7975;UTM  14      - 4,487,897.278   617,839.141   MT  0.99977092   +0 54 15.6
 AJ7975
 AJ7975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7975!SPC NE       -   0.99992526  x   0.99980133  =   0.99972660
 AJ7975!UTM  14      -   0.99992526  x   0.99977092  =   0.99969619
 AJ7975
 AJ7975:                Primary Azimuth Mark                     Grid Az
 AJ7975:SPC NE       -  GENEVA FILLMORE CO CH BELFRY             149 59 32.4
 AJ7975:UTM  14      -  GENEVA FILLMORE CO CH BELFRY             150 40 21.9
 AJ7975
 AJ7975|---------------------------------------------------------------------|
 AJ7975| PID    Reference Object                     Distance      Geod. Az  |
 AJ7975|                                                           dddmmss.s |
 AJ7975| LG0934 GENEVA FILLMORE CO CH BELFRY        APPROX. 1.0 KM 1513437.5 |
 AJ7975| LG0936 GENEVA ST JOSEPH CH STEEPLE         APPROX. 1.3 KM 1582511.2 |
 AJ7975| LG0935 GENEVA MUNICIPAL STANDPIPE          APPROX. 0.8 KM 1662505.5 |
 AJ7975| CN9372 GENEVA AZ MK                                       2382049.7 |
 AJ7975| CN9373 GENEVA RM 1                          38.816 METERS 26543     |
 AJ7975| CN9374 GENEVA RM 2                          31.015 METERS 35356     |
 AJ7975|---------------------------------------------------------------------|
 AJ7975
 AJ7975                          SUPERSEDED SURVEY CONTROL
 AJ7975
 AJ7975  NAD 83(1986)-  40 32 00.41492(N)    097 36 31.08054(W) AD(       ) 2
 AJ7975  NAD 27      -  40 32 00.39000(N)    097 36 29.90500(W) AD(       ) 2
 AJ7975
 AJ7975.Superseded values are not recommended for survey control.
 AJ7975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7975.See file dsdata.txt to determine how the superseded data were derived.
 AJ7975
 AJ7975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1783987897(NAD 83)
 AJ7975_MARKER: DS = TRIANGULATION STATION DISK
 AJ7975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ7975_STAMPING: GENEVA 1950
 AJ7975_MARK LOGO: CGS   
 AJ7975_PROJECTION: RECESSED 5 CENTIMETERS
 AJ7975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7975+STABILITY: SURFACE MOTION
 AJ7975
 AJ7975  HISTORY     - Date     Condition        Report By
 AJ7975  HISTORY     - 1950     MONUMENTED       CGS
 AJ7975  HISTORY     - 1963     GOOD             CGS
 AJ7975
 AJ7975                          STATION DESCRIPTION
 AJ7975
 AJ7975'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 AJ7975'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF THE TOWN OF
 AJ7975'GENEVA, ALONG THE EAST BOUNDARY FENCE LINE OF THE FILLMORE
 AJ7975'COUNTY FAIR GROUNDS.  IT IS 63.5 FEET SOUTH OF A T-FENCE
 AJ7975'CORNER, 36 FEET NORTH OF THE PLANE OF THE NORTH SIDE OF THE
 AJ7975'GRAND STAND AND 3.5 FEET WEST OF THE EAST BOUNDARY FENCE.
 AJ7975'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 AJ7975'IS STAMPED GENEVA 1950.
 AJ7975'
 AJ7975'REFERENCE MARK NO. 1 IS 66 FEET SOUTH-SOUTHEAST OF THE INSIDE
 AJ7975'OF THE RACE TRACK, 6 FEET EAST-NORTHEAST OF THE EAST GATE
 AJ7975'POST OF THE ENTRANCE TO RACE TRACK AND 1 FOOT SOUTH-SOUTHEAST
 AJ7975'OF THE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 AJ7975'STAMPED GENEVA NO 1 1950.
 AJ7975'
 AJ7975'REFERENCE MARK NO. 2 IS 69 FEET SOUTHEAST OF THE INSIDE EDGE
 AJ7975'OF RACE TRACK AND 13.5 FEET WEST OF THE EAST BOUNDARY FENCE.
 AJ7975'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GENEVA
 AJ7975'NO 2 1950.
 AJ7975'
 AJ7975'AZIMUTH MARK IS 31 FEET NORTH OF THE CENTERLINE OF HARD SURFACED
 AJ7975'ROAD, 2 FEET EAST OF A WITNESS POST AND SET IN THE FENCE LINE.
 AJ7975'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 AJ7975'IS STAMPED GENEVA 1950.
 AJ7975'
 AJ7975'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 AJ7975'0.15 MILE TO THE ENTRANCE TO FAIR GROUNDS, TURN RIGHT (WEST)
 AJ7975'ON HARD SURFACED ROAD 0.15 MILE TO THE MARK ON THE RIGHT AS
 AJ7975'DESCRIBED.
 AJ7975'
 AJ7975'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AJ7975
 AJ7975                          STATION RECOVERY (1963)
 AJ7975
 AJ7975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 AJ7975'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 AJ7975'FOUND IN GOOD CONDITION.  THERE ARE SOME LOCAL CHANGES.  THE
 AJ7975'GRANDSTAND FOR THE FILLMORE COUNTY FAIRGROUNDS IS STILL IN
 AJ7975'PLACE, BUT THE RACE TRACK IN NOT USED AND A GOLF COURSE HAS
 AJ7975'BEEN LAID OUT AROUND THE FAIRGROUNDS.  THE STATION IS 149 FEET
 AJ7975'EAST OF A WEST GATE POST AND ABOUT 2 INCHES BELOW THE SURFACE
 AJ7975'OF THE GROUND.  REFERENCE MARK, 22 FEET EAST OF WEST GATE POST,
 AJ7975'AND 2 INCHES BELOW THE SURFACE OF THE GROUND.  REFERENCE
 AJ7975'MARK NO. 2 IS AS DESCRIBED.  THE AZIMUTH MARK IS 50 FEET EAST
 AJ7975'OF ROAD CURVE SIGN, AND 20 FEET EAST OF A POWER POLE, AND
 AJ7975'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0934 ***********************************************************************
 LG0934  DESIGNATION -  GENEVA FILLMORE CO CH BELFRY
 LG0934  PID         -  LG0934
 LG0934  STATE/COUNTY-  NE/FILLMORE
 LG0934  USGS QUAD   -  GENEVA (1969)
 LG0934
 LG0934                         *CURRENT SURVEY CONTROL
 LG0934  ___________________________________________________________________
 LG0934* NAD 83(1995)-  40 31 30.86800(N)    097 36 10.12807(W)     ADJUSTED  
 LG0934* NAVD 88     -                                                        
 LG0934  ___________________________________________________________________
 LG0934  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 LG0934  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 LG0934
 LG0934  HORZ ORDER  -  THIRD
 LG0934
 LG0934.The horizontal coordinates were established by classical geodetic methods
 LG0934.and adjusted by the National Geodetic Survey in August 1997..
 LG0934
 LG0934
 LG0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0934
 LG0934.The geoid height was determined by GEOID03.
 LG0934
 LG0934;                    North         East     Units Scale Factor Converg.
 LG0934;SPC NE       -    79,637.987   703,062.085   MT  0.99980374   +1 35 19.0
 LG0934;UTM  14      - 4,486,994.215   618,346.480   MT  0.99977240   +0 54 28.7
 LG0934
 LG0934                          SUPERSEDED SURVEY CONTROL
 LG0934
 LG0934  NAD 83(1986)-  40 31 30.87953(N)    097 36 10.13344(W) AD(       ) 4
 LG0934  NAD 27      -  40 31 30.85200(N)    097 36 08.95800(W) AD(       ) 3
 LG0934
 LG0934.Superseded values are not recommended for survey control.
 LG0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0934.See file dsdata.txt to determine how the superseded data were derived.
 LG0934
 LG0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1834686994(NAD 83)
 LG0934_MARKER: 75 = BELFRY
 LG0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0934+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1988
 LG0934
 LG0934  HISTORY     - Date     Condition        Report By
 LG0934  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0934  HISTORY     - 1950     GOOD             CGS
 LG0934  HISTORY     - 19880412 GOOD             NGS
 LG0934  HISTORY     - 20030815 POOR             USPSQD
 LG0934
 LG0934                          STATION DESCRIPTION
 LG0934
 LG0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0934'THE STATION IS LOCATED IN THE CENTER OF THE SQUARE IN THE MAIN
 LG0934'BUSINESS DISTRICT OF GENEVA.  IT IS ABOUT 80 FEET HIGH AND THE
 LG0934'ENTIRE COURTHOUSE IS OF RED BRICK CONSTRUCTION.
 LG0934'
 LG0934'THE POINT INTERSECTED WAS THE STAFF ON TOP OF THE BELFRY.
 LG0934
 LG0934                          STATION RECOVERY (1950)
 LG0934
 LG0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0934'RECOVERED IN GOOD CONDITION.
 LG0934
 LG0934                          STATION RECOVERY (1988)
 LG0934
 LG0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LG0934'RECOVERED IN GOOD CONDITION.
 LG0934
 LG0934                          STATION RECOVERY (2003)
 LG0934
 LG0934'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0934'STATION FOUND. SITE LOCATED. THE FILLMORE COUNTY COURT HOUSE AND
 LG0934'BELFREY REMAIN, BUT THE STAFF ON TOP THE BELFRY IS GONE. THE FRONT OF
 LG0934'THE COURT HOUSE IS AT 9TH AND G STS. THE COURT HOUSE IS SOUTH OF G
 LG0934'ST., NORTH OF F ST., EAST OF 8TH ST. AND WEST OF 10TH ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0933 ***********************************************************************
 LG0933  DESIGNATION -  GENEVA STATE TRAINING SCH TANK
 LG0933  PID         -  LG0933
 LG0933  STATE/COUNTY-  NE/FILLMORE
 LG0933  USGS QUAD   -  GENEVA (1969)
 LG0933
 LG0933                         *CURRENT SURVEY CONTROL
 LG0933  ___________________________________________________________________
 LG0933* NAD 83(1995)-  40 32 10.90618(N)    097 36 45.35503(W)     ADJUSTED  
 LG0933* NAVD 88     -                                                        
 LG0933  ___________________________________________________________________
 LG0933  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 LG0933  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 LG0933
 LG0933  HORZ ORDER  -  THIRD
 LG0933
 LG0933.The horizontal coordinates were established by classical geodetic methods
 LG0933.and adjusted by the National Geodetic Survey in August 1997..
 LG0933
 LG0933
 LG0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0933
 LG0933.The geoid height was determined by GEOID03.
 LG0933
 LG0933;                    North         East     Units Scale Factor Converg.
 LG0933;SPC NE       -    80,849.346   702,199.309   MT  0.99980047   +1 34 55.6
 LG0933;UTM  14      - 4,488,215.697   617,498.177   MT  0.99976994   +0 54 06.5
 LG0933
 LG0933                          SUPERSEDED SURVEY CONTROL
 LG0933
 LG0933  NAD 83(1986)-  40 32 10.91418(N)    097 36 45.35800(W) AD(       ) 4
 LG0933  NAD 27      -  40 32 10.88900(N)    097 36 44.18200(W) AD(       ) 3
 LG0933
 LG0933.Superseded values are not recommended for survey control.
 LG0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0933.See file dsdata.txt to determine how the superseded data were derived.
 LG0933
 LG0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1749888216(NAD 83)
 LG0933_MARKER: 53 = ELEVATED TANK
 LG0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0933+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1988
 LG0933
 LG0933  HISTORY     - Date     Condition        Report By
 LG0933  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0933  HISTORY     - 1950     GOOD             CGS
 LG0933  HISTORY     - 1963     GOOD             CGS
 LG0933  HISTORY     - 19880412 GOOD             NGS
 LG0933  HISTORY     - 20030815 GOOD             USPSQD
 LG0933
 LG0933                          STATION DESCRIPTION
 LG0933
 LG0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0933'THE STATION IS LOCATED JUST NORTHWEST OF THE CITY LIMITS OF
 LG0933'GENEVA.  IT IS ABOUT 90 FEET HIGH, HAS FOUR LEGS, IS PAINTED
 LG0933'SILVER AND IS OF STEEL CONSTRUCTION.
 LG0933'
 LG0933'THE POINT INTERSECTED WAS THE BALL FINIAL.
 LG0933'
 LG0933'TO REACH THE STATION FROM THE RAILROAD TRACKS ABOUT 75 YARDS
 LG0933'NORTH OF THE RAILROAD STATION IN GENEVA, GO WEST ON G STREET FOR
 LG0933'0.2 MILE TO 5TH STREET.  TURN RIGHT AND GO NORTH THEN WEST AND
 LG0933'THEN NORTH AGAIN FOR 1.2 MILES TO THE NORTH ENTRANCE TO THE
 LG0933'STATE TRAINING SCHOOL.  THE STATION IS 0.1 MILE EAST OF THIS
 LG0933'ENTRANCE.
 LG0933
 LG0933                          STATION RECOVERY (1950)
 LG0933
 LG0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0933'RECOVERED IN GOOD CONDITION.
 LG0933
 LG0933                          STATION RECOVERY (1963)
 LG0933
 LG0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0933'THE WATER TANK WAS OBSERVED, AND WAS IN GOOD CONDITION.
 LG0933
 LG0933                          STATION RECOVERY (1988)
 LG0933
 LG0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LG0933'RECOVERED IN GOOD CONDITION.
 LG0933
 LG0933                          STATION RECOVERY (2003)
 LG0933
 LG0933'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0933'STATION FOUND GOOD. TO REACH THE STATION FROM THE FRONT OF THE COURT
 LG0933'HOUSE AT 9TH AND G STS, GO WEST ON G ST. FOR 0.3 MILE TO 5TH ST. TURN
 LG0933'RIGHT, GO NORTH ON 5TH ST. FOR 0.4 MILE TO K ST. TURN LEFT ON K ST.
 LG0933'AND GO WEST FOR 0.3 MILE TO 1ST ST. TURN RIGHT ON 1ST ST. AND GO 0.2
 LG0933'MILE TO THE NORTH ENTRANCE TO THE STATE TRAINING SCHOOL. THE STATION
 LG0933'IS 0.1 MILE EAST OF THE NORTH ENTRANCE. TANK IS NOW PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1577 ***********************************************************************
 MK1577  DESIGNATION -  GENOA
 MK1577  PID         -  MK1577
 MK1577  STATE/COUNTY-  NE/NANCE
 MK1577  USGS QUAD   -  FULLERTON NE (1958)
 MK1577
 MK1577                         *CURRENT SURVEY CONTROL
 MK1577  ___________________________________________________________________
 MK1577* NAD 83(1995)-  41 25 50.75147(N)    097 49 37.83360(W)     ADJUSTED  
 MK1577* NAVD 88     -       548.748  (meters)    1800.35   (feet)  ADJUSTED  
 MK1577  ___________________________________________________________________
 MK1577  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 MK1577  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 MK1577  DYNAMIC HT  -         548.492 (meters)    1799.51  (feet)  COMP
 MK1577  MODELED GRAV-     980,139.4   (mgal)                       NAVD 88
 MK1577
 MK1577  HORZ ORDER  -  FIRST
 MK1577  VERT ORDER  -  SECOND    CLASS 0
 MK1577
 MK1577.The horizontal coordinates were established by classical geodetic methods
 MK1577.and adjusted by the National Geodetic Survey in August 1997..
 MK1577
 MK1577.The orthometric height was determined by differential leveling
 MK1577.and adjusted by the National Geodetic Survey in June 1991..
 MK1577
 MK1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1577
 MK1577.The geoid height was determined by GEOID03.
 MK1577
 MK1577.The dynamic height is computed by dividing the NAVD 88
 MK1577.geopotential number by the normal gravity value computed on the
 MK1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1577.degrees latitude (g = 980.6199 gals.).
 MK1577
 MK1577.The modeled gravity was interpolated from observed gravity values.
 MK1577
 MK1577;                    North         East     Units Scale Factor Converg.
 MK1577;SPC NE       -   179,636.390   681,534.614   MT  0.99965945   +1 26 23.7
 MK1577;UTM  14      - 4,587,241.484   597,992.189   MT  0.99971817   +0 46 34.1
 MK1577
 MK1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1577!SPC NE       -   0.99991785  x   0.99965945  =   0.99957733
 MK1577!UTM  14      -   0.99991785  x   0.99971817  =   0.99963605
 MK1577
 MK1577:                Primary Azimuth Mark                     Grid Az
 MK1577:SPC NE       -  GENOA RM 1 AZIMUTH                       091 38 01.3
 MK1577:UTM  14      -  GENOA RM 1 AZIMUTH                       092 17 50.9
 MK1577
 MK1577|---------------------------------------------------------------------|
 MK1577| PID    Reference Object                     Distance      Geod. Az  |
 MK1577|                                                           dddmmss.s |
 MK1577| CN9375 GENOA RM 1 AZIMUTH                                 0930425.0 |
 MK1577| MK1578 GENOA RM 2                           16.616 METERS 18144     |
 MK1577| CN9376 GENOA RM 3                           13.148 METERS 28240     |
 MK1577|---------------------------------------------------------------------|
 MK1577
 MK1577                          SUPERSEDED SURVEY CONTROL
 MK1577
 MK1577  NAD 83(1986)-  41 25 50.75908(N)    097 49 37.83759(W) AD(       ) 1
 MK1577  NAD 27      -  41 25 50.70800(N)    097 49 36.63900(W) AD(       ) 1
 MK1577  NGVD 29 (??/??/92)  548.534  (m)         1799.65   (f) ADJ UNCH    2 0
 MK1577
 MK1577.Superseded values are not recommended for survey control.
 MK1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1577.See file dsdata.txt to determine how the superseded data were derived.
 MK1577
 MK1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9799287241(NAD 83)
 MK1577_MARKER: DB = BENCH MARK DISK
 MK1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1577_STAMPING: GENOA 1930
 MK1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1577+STABILITY: SURFACE MOTION
 MK1577
 MK1577  HISTORY     - Date     Condition        Report By
 MK1577  HISTORY     - 1930     MONUMENTED       CGS
 MK1577  HISTORY     - 1934     POOR             NEGS
 MK1577  HISTORY     - 1950     GOOD             CGS
 MK1577  HISTORY     - 1950     GOOD             NGS
 MK1577
 MK1577                          STATION DESCRIPTION
 MK1577
 MK1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1577'STATION IS ABOUT 5 MILES W AND 1-1/4 MILES S OF GENOA, IN NW 1/4
 MK1577'OF SEC. 19, T 17 N, R 4 W, ON LAND OWNED BY JOHN OLSEN, AND
 MK1577'OCCUPIED BY CHESTER ENGSTROM WHO LIVES ABOUT 0.3 MILE NW OF THE
 MK1577'STATION.  THE STATION IS IN THE CULTIVATED FIELD JUST INSIDE THE
 MK1577'N FENCE LINE OF THE ROAD.  IT IS 3.34 METERS FROM THE FENCE LINE
 MK1577'AND 10.13 METERS FROM THE CENTER LINE OF THE ROAD.
 MK1577'
 MK1577'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1577'DISKS SET IN CONCRETE.
 MK1577'
 MK1577'REFERENCE MARK NO. 1 IS ABOUT 0.3 MILE FROM THE STATION, 9.24
 MK1577'METERS S FROM THE CENTER LINE OF THE ROAD AND 4.63 METERS FROM
 MK1577'THE SECTION CORNER.  REFERENCE MARK NO. 2 IS IN THE CULTIVATED
 MK1577'FIELD ACROSS THE ROAD FROM THE STATION 0.49 METER FROM THE S
 MK1577'FENCE LINE, 6.51 METERS FROM THE CENTER LINE OF THE ROAD AND
 MK1577'16.64 METERS FROM THE STATION.
 MK1577'
 MK1577'TO REACH FROM GENOA POST OFFICE GO W ON HIGHWAY 13 FOR 5-3/4
 MK1577'MILES TO KENT WHERE A LARGE ELEVATOR WITH KENT AND BURKE WRITTEN
 MK1577'ON IT WILL BE SEEN AT THE N SIDE OF THE ROAD.  TURN N ON THE
 MK1577'SECTION LINE JUST E OF THIS ELEVATOR AND GO 1.5 MILES.  THEN
 MK1577'TURN W ABOUT 3/4 MILE TO THE HIGHEST POINT ON THE ROAD AND THE
 MK1577'STATION WILL BE ON THE N SIDE OF THE ROAD.
 MK1577'
 MK1577'TO REACH FROM FULLERTON FOLLOW E ON HIGHWAY 13 FOR 11 MILES
 MK1577'TO KENT AND TURN N ON SECTION-LINE ROAD E OF ELEVATOR AS DESCRIBED.
 MK1577'
 MK1577'HEIGHT OF SIGNAL ABOVE STATION MARK - 9 METERS.
 MK1577
 MK1577                          STATION RECOVERY (1934)
 MK1577
 MK1577'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 MK1577'STATION IS 5 MILES W AND 1 MILE S OF THE TOWN OF GENOA, IN NW
 MK1577'1/4 SEC. 19, T 17 N, R 4 W, IN RIGHT-OF-WAY OF PUBLIC ROAD WHICH
 MK1577'FOLLOWS E-W CENTER LINE OF SECTION.  THE MARK IS IN THE N ROAD
 MK1577'DITCH, 10 FEET S OF N FENCE LINE AND 23 FEET N OF CENTER LINE
 MK1577'OF ROAD.  THE STATION MARK HAS BEEN PARTIALLY UNCOVERED BUT IS
 MK1577'IN NO DANGER OF BEING DESTROYED AT PRESENT TIME.  REFERENCE
 MK1577'MARKS ARE IN GOOD CONDITION.
 MK1577'
 MK1577'TO REACH THE GENOA POST OFFICE PROCEED 1.7 MILES SW FROM THE
 MK1577'JUNCTION OF STATE HIGHWAYS 39 AND 22 IN GENOA, THEN 4 MILES W TO
 MK1577'THE STATION.
 MK1577'
 MK1577'TO REACH FROM FULLERTON GO E ON STATE HIGHWAY 22 ABOUT 11 MILES
 MK1577'TO KENT AND BURKE ELEVATOR AT KENT SIDING, THEN N 1-1/2 MILES
 MK1577'AND W ABOUT 3/4 MILE TO THE STATION.
 MK1577
 MK1577                          STATION RECOVERY (1950)
 MK1577
 MK1577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1577'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 MK1577'BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS USED AS AN
 MK1577'AZIMUTH MARK AND A REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 MK1577'DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE MARK NO. 1
 MK1577'AND IN THE DISTANCE TO REFERENCE MARK NO. 2.  A COMPLETE NEW
 MK1577'DESCRIPTION FOLLOWS.  STATION IS LOCATED ABOUT 6 MILES WEST
 MK1577'SOUTHWEST OF GENOA ON THE RIGHT OF WAY OF DIRT ROAD.  STATION
 MK1577'IS 26 FEET NORTH OF THE APPROXIMATE CENTERLINE OF ROAD, 12 FEET
 MK1577'SOUTH OF TELEPHONE POLE, 12 FEET SOUTHWEST OF WITNESS POST
 MK1577'AND 9 FEET SOUTH OF FENCE.  THE MARK IS FLUSH WITH THE
 MK1577'SURFACE AND THE DISK IS STAMPED GENOA 1930.
 MK1577'
 MK1577'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 62 FEET SOUTH OF THE
 MK1577'APPROXIMATE CENTERLINE OF ROAD, 5 FEET NORTH OF LARGE TREE AND 3
 MK1577'FEET WEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 10 INCHES AND
 MK1577'THE DISK IS STAMPED GENOA NO 1 1930.
 MK1577'
 MK1577'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE APPROXIMATE
 MK1577'CENTERLINE OF ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 MK1577'DISK IS STAMPED GENOA NO 2 1930.
 MK1577'
 MK1577'REFERENCE MARK NO. 3 IS 34 FEET NORTH OF THE APPROXIMATE
 MK1577'CENTERLINE OF ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 MK1577'ABOUT 3 INCHES AND THE DISK IS STAMPED GENOA NO 3 1950.
 MK1577'
 MK1577'TO REACH FROM THE POST OFFICE IN GENOA GO WEST ON STATE ROUTE
 MK1577'22 FOR 0.55 MILE TO FORKS.  TAKE LEFT FORK AND CONTINUE SOUTHWEST
 MK1577'ON STATE ROUTE 22 FOR 1.4 MILES TO CROSSROADS.  TURN RIGHT AND
 MK1577'GO WEST FOR 3.75 MILES TO REFERENCE MARK NO. 1 ON LEFT OR SOUTH
 MK1577'SIDE OF ROAD AS DESCRIBED.
 MK1577'
 MK1577'CONTINUE WEST FOR 0.3 MILE TO STATION ON RIGHT OR NORTH SIDE OF
 MK1577'ROAD AS DESCRIBED.
 MK1577'
 MK1577'1950 OBSERVATIONS TAKEN FROM A 37 FOOT STEEL TOWER.
 MK1577
 MK1577                          STATION RECOVERY (1950)
 MK1577
 MK1577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK1577'8 MI W FROM GENOA.
 MK1577'5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1577'AT GENOA, THENCE 1.45 MILES NORTH ALONG A DIRT ROAD, THENCE
 MK1577'0.85 MILE WEST ALONG A DIRT ROAD, 209 FEET EAST OF THE CENTER
 MK1577'LINE OF A PRIVATE DRIVEWAY LEADING NORTH TO A FARMHOUSE, 25 FEET
 MK1577'NORTH OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH OF A FENCE,
 MK1577'12 FEET SOUTHWEST OF A WITNESS POST, 12 FEET SOUTHEAST OF THE
 MK1577'FIRST TELEPHONE POLE EAST OF THE PRIVATE DRIVEWAY, SET IN THE
 MK1577'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1578 ***********************************************************************
 MK1578  DESIGNATION -  GENOA RM 2
 MK1578  PID         -  MK1578
 MK1578  STATE/COUNTY-  NE/NANCE
 MK1578  USGS QUAD   -  FULLERTON NE (1958)
 MK1578
 MK1578                         *CURRENT SURVEY CONTROL
 MK1578  ___________________________________________________________________
 MK1578* NAD 83(1986)-  41 25 50.     (N)    097 49 37.     (W)     SCALED    
 MK1578* NAVD 88     -       549.004  (meters)    1801.19   (feet)  ADJUSTED  
 MK1578  ___________________________________________________________________
 MK1578  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 MK1578  DYNAMIC HT  -         548.748 (meters)    1800.35  (feet)  COMP
 MK1578  MODELED GRAV-     980,139.4   (mgal)                       NAVD 88
 MK1578
 MK1578  VERT ORDER  -  SECOND    CLASS 0
 MK1578
 MK1578.The horizontal coordinates were scaled from a topographic map and have
 MK1578.an estimated accuracy of +/- 6 seconds.
 MK1578
 MK1578.The orthometric height was determined by differential leveling
 MK1578.and adjusted by the National Geodetic Survey in June 1991..
 MK1578
 MK1578.The geoid height was determined by GEOID03.
 MK1578
 MK1578.The dynamic height is computed by dividing the NAVD 88
 MK1578.geopotential number by the normal gravity value computed on the
 MK1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1578.degrees latitude (g = 980.6199 gals.).
 MK1578
 MK1578.The modeled gravity was interpolated from observed gravity values.
 MK1578
 MK1578;                    North         East    Units  Estimated Accuracy
 MK1578;SPC NE       -   179,610.      681,560.      MT  (+/- 180 meters Scaled)
 MK1578
 MK1578                          SUPERSEDED SURVEY CONTROL
 MK1578
 MK1578  NGVD 29 (??/??/92)  548.790  (m)         1800.49   (f) ADJ UNCH    2 0
 MK1578
 MK1578.Superseded values are not recommended for survey control.
 MK1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1578.See file dsdata.txt to determine how the superseded data were derived.
 MK1578
 MK1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL980872(NAD 83)
 MK1578_MARKER: DB = BENCH MARK DISK
 MK1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1578_STAMPING: GENOA NO 2 1930
 MK1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1578+STABILITY: SURFACE MOTION
 MK1578
 MK1578  HISTORY     - Date     Condition        Report By
 MK1578  HISTORY     - 1930     MONUMENTED       CGS
 MK1578  HISTORY     - 1950     GOOD             NGS
 MK1578
 MK1578                          STATION DESCRIPTION
 MK1578
 MK1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1578'8 MI W FROM GENOA.
 MK1578'5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1578'AT GENOA, THENCE 1.45 MILES NORTH ALONG A DIRT ROAD, THENCE 0.85
 MK1578'MILE WEST ALONG A DIRT ROAD, 209 FEET EAST OF THE EXTENDED CENTER
 MK1578'LINE OF A PRIVATE DRIVEWAY LEADING NORTH TO A FARMHOUSE, 56 FEET
 MK1578'WEST OF A POWER POLE, 54.6 FEET SOUTH OF TRIANGULATION STATION
 MK1578'GENOA 1930, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN
 MK1578'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 MK1578'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1139 ***********************************************************************
 ML1139  DESIGNATION -  GENT
 ML1139  PID         -  ML1139
 ML1139  STATE/COUNTY-  NE/CUSTER
 ML1139  USGS QUAD   -  SARGENT EAST (1978)
 ML1139
 ML1139                         *CURRENT SURVEY CONTROL
 ML1139  ___________________________________________________________________
 ML1139* NAD 83(1995)-  41 42 24.37117(N)    099 21 16.92738(W)     ADJUSTED  
 ML1139* NAVD 88     -       797.3    (meters)    2616.     (feet)  VERTCON   
 ML1139  ___________________________________________________________________
 ML1139  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 ML1139  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 ML1139
 ML1139  HORZ ORDER  -  FIRST
 ML1139
 ML1139.The horizontal coordinates were established by classical geodetic methods
 ML1139.and adjusted by the National Geodetic Survey in August 1997..
 ML1139
 ML1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1139
 ML1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1139
 ML1139.The geoid height was determined by GEOID03.
 ML1139
 ML1139;                    North         East     Units Scale Factor Converg.
 ML1139;SPC NE       -   208,199.629   553,689.668   MT  0.99966472   +0 25 39.5
 ML1139;UTM  14      - 4,617,280.816   470,489.921   MT  0.99961072   -0 14 09.6
 ML1139
 ML1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1139!SPC NE       -   0.99987858  x   0.99966472  =   0.99954334
 ML1139!UTM  14      -   0.99987858  x   0.99961072  =   0.99948935
 ML1139
 ML1139:                Primary Azimuth Mark                     Grid Az
 ML1139:SPC NE       -  GENT RM 3 AZIMUTH                        042 15 15.9
 ML1139:UTM  14      -  GENT RM 3 AZIMUTH                        042 55 05.0
 ML1139
 ML1139|---------------------------------------------------------------------|
 ML1139| PID    Reference Object                     Distance      Geod. Az  |
 ML1139|                                                           dddmmss.s |
 ML1139| CN9378 GENT RM 3 AZIMUTH                                  0424055.4 |
 ML1139| CN9377 GENT RM 1                             9.367 METERS 09259     |
 ML1139| ML1140 SARGENT                               8.074 METERS 18347     |
 ML1139| ML1136 SARGENT CABLE TV MAST               APPROX. 6.6 KM 1894019.8 |
 ML1139| ML1137 SARGENT MUN TANK                    APPROX. 7.4 KM 1901345.7 |
 ML1139| ML1138 SARGENT REGION 26 RADIO MAST        APPROX. 1.5 KM 2483501.3 |
 ML1139|---------------------------------------------------------------------|
 ML1139
 ML1139                          SUPERSEDED SURVEY CONTROL
 ML1139
 ML1139  NAD 83(1986)-  41 42 24.37732(N)    099 21 16.93455(W) AD(       ) 1
 ML1139  NAD 27      -  41 42 24.35580(N)    099 21 15.55580(W) AD(       ) 1
 ML1139  NGVD 29 (07/19/86)  797.0    (m)         2615.     (f) VERT ANG       
 ML1139
 ML1139.Superseded values are not recommended for survey control.
 ML1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1139.See file dsdata.txt to determine how the superseded data were derived.
 ML1139
 ML1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM7049017281(NAD 83)
 ML1139_MARKER: DS = TRIANGULATION STATION DISK
 ML1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1139_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ML1139
 ML1139  HISTORY     - Date     Condition        Report By
 ML1139  HISTORY     - 1972     MONUMENTED       NGS
 ML1139
 ML1139                          STATION DESCRIPTION
 ML1139
 ML1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1139'THE STATION IS LOCATED ABOUT 13 MILES WEST-SOUTHWEST OF
 ML1139'BURWELL, 5 MILES NORTH OF SARGENT, AND 4.5 MILES SOUTH OF TAYLOR
 ML1139'ON A GRASSY RIDGE IN PASTURE LAND OWNED BY MR. FRANK RUZICKA
 ML1139'WHO LIVES 1.75 MILES SOUTH-SOUTHWEST OF THE STATION, PHONE
 ML1139'NUMBER 527-3673.
 ML1139'
 ML1139'TO REACH THE STATION FROM THE POST OFFICE ON THE MAIN STREET
 ML1139'IN SARGENT GO EAST 0.1 MILE TO U.S. HIGHWAY 183.  TURN LEFT AND
 ML1139'GO NORTH ON U.S. HIGHWAY 183 FOR 3.6 MILES TO A GRAVELED SIDE
 ML1139'ROAD ON THE RIGHT.  BEAR RIGHT AND CONTINUE NORTH ON GRAVELED
 ML1139'ROAD 1.4 MILES TO A CATTLE GUARD ON THE RIGHT.  TURN RIGHT AND
 ML1139'GO EAST UP VALLEY ON BLADED ROAD 0.7 MILE TO A CATTLEGUARD ON
 ML1139'TOP OF A RIDGE.  (TO REACH R.M. 3 FROM THIS POINT CONTINUE
 ML1139'EAST, DOWNHILL, ON TRACK ROAD FOR 0.5 MILE TO THE MARK ON LEFT
 ML1139'SIDE OF ROAD JUST AFTER PASSING A WINDMILL.) CROSS
 ML1139'CATTLEGUARD, TURN RIGHT, AND GO SOUTH UP RIDGE ON DIM TRACKS
 ML1139'0.2 MILE TO WIRE GATE.  PASS THROUGH AND CONTINUE SOUTH
 ML1139'0.05 MILE TO FORK.  TAKE RIGHT FORK AND CONTINUE SOUTH UP
 ML1139'RIDGE 0.1 MILE TO HIGHEST POINT AND STATION.
 ML1139'
 ML1139'THE STATION MARK IS A STANDARD DISK STAMPED GENT 1972 CEMENTED
 ML1139'IN THE TOP OF A 14-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 ML1139'SET FLUSH WITH THE GROUND.  IT IS 27.4 FEET NORTH OF A METAL
 ML1139'WITNESS POST WITH SIGN.  THE UNDERGROUND MARK IS SET 42 INCHES
 ML1139'DEEP.
 ML1139'
 ML1139'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GENT NO 1 1972
 ML1139'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 ML1139'MONUMENT SET FLUSH WITH THE GROUND.  IT IS 41.3 FEET
 ML1139'NORTHEAST OF A METAL WITNESS POST WITH SIGN AND ABOUT 1.5 FEET
 ML1139'LOWER THAN THE STATION.
 ML1139'
 ML1139'A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED SARGENT 1949
 ML1139'SET IN THE TOP OF A 6 X 6-INCH PRECAST CONCRETE POST PROJECTING
 ML1139'5 INCHES ABOVE GROUND SERVES AS REFERENCE MARK 2.  IT IS 0.8
 ML1139'FOOT NORTH OF METAL WITNESS POST WITH SIGN AND AT THE SAME
 ML1139'ELEVATION AS THE STATION.
 ML1139'
 ML1139'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GENT NO 3 1972
 ML1139'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 ML1139'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 26.5 FEET
 ML1139'NORTH OF THE CENTER OF A TRACK ROAD, 2.1 FEET EAST OF A METAL
 ML1139'WITNESS POST WITH SIGN, AND 1 FOOT SOUTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1134 ***********************************************************************
 ML1134  DESIGNATION -  GERANIUM
 ML1134  PID         -  ML1134
 ML1134  STATE/COUNTY-  NE/VALLEY
 ML1134  USGS QUAD   -  COMSTOCK (1978)
 ML1134
 ML1134                         *CURRENT SURVEY CONTROL
 ML1134  ___________________________________________________________________
 ML1134* NAD 83(1995)-  41 34 55.67483(N)    099 09 16.36091(W)     ADJUSTED  
 ML1134* NAVD 88     -       757.9    (meters)    2487.     (feet)  VERTCON   
 ML1134  ___________________________________________________________________
 ML1134  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 ML1134  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 ML1134
 ML1134  HORZ ORDER  -  FIRST
 ML1134
 ML1134.The horizontal coordinates were established by classical geodetic methods
 ML1134.and adjusted by the National Geodetic Survey in August 1997..
 ML1134
 ML1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1134
 ML1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1134
 ML1134.The geoid height was determined by GEOID03.
 ML1134
 ML1134;                    North         East     Units Scale Factor Converg.
 ML1134;SPC NE       -   194,505.467   570,477.885   MT  0.99965948   +0 33 37.0
 ML1134;UTM  14      - 4,603,394.033   487,117.580   MT  0.99960204   -0 06 09.3
 ML1134
 ML1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1134!SPC NE       -   0.99988482  x   0.99965948  =   0.99954434
 ML1134!UTM  14      -   0.99988482  x   0.99960204  =   0.99948691
 ML1134
 ML1134|---------------------------------------------------------------------|
 ML1134| PID    Reference Object                     Distance      Geod. Az  |
 ML1134|                                                           dddmmss.s |
 ML1134| CN9379 GERANIUM RM 1                         8.855 METERS 00225     |
 ML1134| CN8584 GERANIUM RM 2                        14.443 METERS 22948     |
 ML1134| CN8585 GERANIUM RM 3 AZIMUTH                              3595831.2 |
 ML1134|---------------------------------------------------------------------|
 ML1134
 ML1134                          SUPERSEDED SURVEY CONTROL
 ML1134
 ML1134  NAD 83(1986)-  41 34 55.68022(N)    099 09 16.36735(W) AD(       ) 1
 ML1134  NAD 27      -  41 34 55.64965(N)    099 09 15.02441(W) AD(       ) 1
 ML1134  NGVD 29 (07/19/86)  757.6    (m)         2486.     (f) VERT ANG       
 ML1134
 ML1134.Superseded values are not recommended for survey control.
 ML1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1134.See file dsdata.txt to determine how the superseded data were derived.
 ML1134
 ML1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8711803394(NAD 83)
 ML1134_MARKER: DS = TRIANGULATION STATION DISK
 ML1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1134_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ML1134
 ML1134  HISTORY     - Date     Condition        Report By
 ML1134  HISTORY     - 1972     MONUMENTED       NGS
 ML1134
 ML1134                          STATION DESCRIPTION
 ML1134
 ML1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1134'THE STATION IS LOCATED 12 MILES WEST OF ORD, 11.25 MILES NORTH
 ML1134'OF ARCADIA AND 5 MILES NORTHEAST OF COMSTOCK ON THE EAST SIDE
 ML1134'RIGHT-OF-WAY OF AN INCOMPLETE SECTION LINE ROAD AT THE TOP
 ML1134'OF A HILL.
 ML1134'
 ML1134'TO REACH THE STATION FROM THE POST OFFICE ON THE MAIN STREET
 ML1134'IN COMSTOCK GO EAST OUT OF TOWN 3.7 MILES TO A GRADED, GRAVELED
 ML1134'CROSSROAD.  TURN LEFT AND GO NORTH 3.1 MILES TO A GRADED
 ML1134'CROSSROAD.  TURN RIGHT AND GO EAST 1.0 MILE TO A CROSSROAD.  TURN
 ML1134'RIGHT AND GO SOUTH ON GRADED DIRT ROAD 0.7 MILE TO REFERENCE
 ML1134'MARK 3 WHICH SERVES AS THE AZIMUTH MARK ON THE LEFT AT THE TOP
 ML1134'OF A HILL.  CONTINUE SOUTH, UP HILL, 0.3 MILE TO THE STATION
 ML1134'ON THE LEFT JUST BEFORE REACHING A FENCE ACROSS THE ROAD.
 ML1134'
 ML1134'THE STATION MARK IS A STANDARD DISK STAMPED GERANIUM 1972
 ML1134'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 ML1134'MONUMENT SET FLUSH WITH THE GROUND.  IT IS 197 FEET NORTH OF
 ML1134'THE EAST GATE POST OF THE FENCE ACROSS THE ROAD, 15 FEET EAST OF
 ML1134'THE APPROXIMATE CENTER OF THE ROAD, AND 2.3 FEET WEST OF THE
 ML1134'EAST RIGHT-OF-WAY FENCE.  THE UNDERGROUND MARK IS ABOUT 42
 ML1134'INCHES BELOW GROUND.
 ML1134'
 ML1134'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GERANIUM NO 1 1972
 ML1134'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 ML1134'MONUMENT PROJECTING 1 INCH ABOVE GROUND.  IT IS 18 FEET EAST OF
 ML1134'THE APPROXIMATE CENTER OF THE ROAD, 0.9 FOOT WEST OF THE EAST
 ML1134'RIGHT-OF-WAY FENCE, AND AT THE SAME ELEVATION AS THE STATION.
 ML1134'
 ML1134'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GERANIUM NO 2
 ML1134'1972 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 ML1134'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 22
 ML1134'FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD, 1.1 FEET
 ML1134'EAST OF THE WEST RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER
 ML1134'THAN THE STATION.
 ML1134'
 ML1134'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GERANIUM NO 3 1972
 ML1134'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 ML1134'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 13.5 FEET EAST
 ML1134'OF THE APPROXIMATE CENTER OF THE ROAD, AND 1.3 FEET WEST OF THE
 ML1134'EAST RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1106 ***********************************************************************
 LH1106  DESIGNATION -  GERDIS RESET
 LH1106  PID         -  LH1106
 LH1106  STATE/COUNTY-  NE/CLAY
 LH1106  USGS QUAD   -  HARVARD (1969)
 LH1106
 LH1106                         *CURRENT SURVEY CONTROL
 LH1106  ___________________________________________________________________
 LH1106* NAD 83(1995)-  40 31 51.74482(N)    098 06 29.77498(W)     ADJUSTED  
 LH1106* NAVD 88     -       553.3    (meters)    1815.     (feet)  VERTCON   
 LH1106  ___________________________________________________________________
 LH1106  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 LH1106  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 LH1106
 LH1106  HORZ ORDER  -  SECOND
 LH1106
 LH1106.The horizontal coordinates were established by classical geodetic methods
 LH1106.and adjusted by the National Geodetic Survey in August 1997..
 LH1106
 LH1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1106
 LH1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1106
 LH1106.The geoid height was determined by GEOID03.
 LH1106
 LH1106;                    North         East     Units Scale Factor Converg.
 LH1106;SPC NE       -    79,219.650   660,239.201   MT  0.99980203   +1 15 13.1
 LH1106;UTM  14      - 4,487,082.156   575,525.295   MT  0.99967021   +0 34 46.3
 LH1106
 LH1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1106!SPC NE       -   0.99991725  x   0.99980203  =   0.99971930
 LH1106!UTM  14      -   0.99991725  x   0.99967021  =   0.99958749
 LH1106
 LH1106:                Primary Azimuth Mark                     Grid Az
 LH1106:SPC NE       -  HARVARD MUNICIPAL STANDPIPE              004 16 05.7
 LH1106:UTM  14      -  HARVARD MUNICIPAL STANDPIPE              004 56 32.5
 LH1106
 LH1106|---------------------------------------------------------------------|
 LH1106| PID    Reference Object                     Distance      Geod. Az  |
 LH1106|                                                           dddmmss.s |
 LH1106| LH1105 HARVARD MUNICIPAL STANDPIPE         APPROX.10.0 KM 0053118.8 |
 LH1106| LH1107 CLAY CENTER MUN STANDPIPE           APPROX. 4.6 KM 1044956.1 |
 LH1106| CN8587 GERDIS AZ MK 2                                     1635358.0 |
 LH1106| CN8586 GERDIS AZ MK RESET                                 1635414.9 |
 LH1106| LH1158 FAIRFIELD MUNICIPAL TANK            APPROX.11.3 KM 1794637.5 |
 LH1106| LH1108 GERDIS RM 1                          30.737 METERS 23814     |
 LH1106| LH1113 GLENVIL MUNICIPAL TANK              APPROX.13.0 KM 2552152.0 |
 LH1106| CN8589 GERDIS RM 3                          46.165 METERS 32703     |
 LH1106| CN8588 GERDIS RM 2                          46.143 METERS 32711     |
 LH1106|---------------------------------------------------------------------|
 LH1106
 LH1106                          SUPERSEDED SURVEY CONTROL
 LH1106
 LH1106  NAD 83(1986)-  40 31 51.75207(N)    098 06 29.77542(W) AD(       ) 2
 LH1106  NAD 27      -  40 31 51.70800(N)    098 06 28.59600(W) AD(       ) 2
 LH1106  NGVD 29 (07/19/86)  553.1    (m)         1815.     (f) VERT ANG       
 LH1106
 LH1106.Superseded values are not recommended for survey control.
 LH1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1106.See file dsdata.txt to determine how the superseded data were derived.
 LH1106
 LH1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7552587082(NAD 83)
 LH1106_MARKER: DS = TRIANGULATION STATION DISK
 LH1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1106
 LH1106  HISTORY     - Date     Condition        Report By
 LH1106  HISTORY     - 1951     MONUMENTED       CGS
 LH1106  HISTORY     - 1964     GOOD             CGS
 LH1106  HISTORY     - 1967     GOOD             CGS
 LH1106  HISTORY     - 1969     GOOD             CGS
 LH1106  HISTORY     - 1970     GOOD             NGS
 LH1106
 LH1106                          STATION DESCRIPTION
 LH1106
 LH1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1106'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH OF HARVARD AND 2.5
 LH1106'MILES NORTHWEST OF CLAY CENTER.  IT IS 102.0 FEET EAST-NORTHEAST
 LH1106'OF A WITNESS POST, 43.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1106'GRAVELED ROAD AND 33.0 FEET NORTH OF THE CENTER OF A FARM YARD
 LH1106'LANE.  IT IS SET FLUSH AND STAMPED GERDIS 1951.
 LH1106'
 LH1106'REFERENCE MARK NO. 1 IS 45.0 FEET WEST OF THE CENTER OF A
 LH1106'NORTH-SOUTH GRAVELED ROAD, 13.0 FEET NORTHWEST OF A POWER LINE
 LH1106'POLE, 1.5 FEET NORTH OF A WITNESS POST AND 1.0 FOOT EAST OF
 LH1106'A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 LH1106'GERDIS NO 1 1951.
 LH1106'
 LH1106'REFERENCE MARK NO. 2 IS 45.0 FEET WEST OF THE CENTER OF A
 LH1106'NORTH-SOUTH GRAVELED ROAD, 35.0 FEET SOUTH OF A POWER LINE POLE
 LH1106'AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 3
 LH1106'INCHES AND IS STAMPED GERDIS NO 2 1951.
 LH1106'
 LH1106'THE DISTANCE BETWEEN REFERENCE MARKS IS 180.3 FEET.
 LH1106'
 LH1106'THE AZIMUTH MARK 34.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LH1106'GRAVELED ROAD, 5.0 FEET SOUTHWEST OF A POWER LINE POLE, 3.0 FEET
 LH1106'SOUTHWEST OF A WITNESS POST AND 1.0 FOOT SOUTH OF AN EAST-WEST
 LH1106'FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED GERDIS 1951.
 LH1106'
 LH1106'TO REACH THE STATION FROM THE CROSS STREET SOUTHEAST OF
 LH1106'THE DEPOT IN CLAY CENTER, GO NORTH ON A GRAVELED STREET FOR
 LH1106'0.2 MILE TO A T INTERSECTION, TURN LEFT, WEST, ON A GRAVELED ROAD
 LH1106'FOR 2.6 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LH1106'CONTINUE WEST FOR 0.1 MILE TO A T INTERSECTION AND THE EAST
 LH1106'BOUNDRY OF THE NAVAL DEPOT AREA, TURN RIGHT, NORTH, ON A
 LH1106'GRAVELED ROAD FOR 0.45 MILE TO A FARM YARD LANE AND THE STATION
 LH1106'ON THE RIGHT AS DESCRIBED.
 LH1106'
 LH1106'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1106
 LH1106                          STATION RECOVERY (1964)
 LH1106
 LH1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1106'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LH1106'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WOULD BE
 LH1106'COVERED BY LAND LEVELING OF ADJOINING FIELD, SO THE MARK WAS
 LH1106'BUILT UP WITH CONCRETE FOR 18 INCHES, SO IT WOULD PROJECT 2
 LH1106'INCHES AFTER THE FIELD WAS LEVELED.  THE ORIGINAL DESCRIPTION
 LH1106'BY R.L.E. IN 1951 WAS ADEQUATE.  A SHORT DESCRIPTION FOR THE
 LH1106'NEW AZIMUTH MARK FOLLOWS.  THE NEW AZIMUTH MARK DISK WAS SET
 LH1106'PLUMB OVER THE OLD AZIMUTH MARK DISK.
 LH1106'
 LH1106'AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHEAST OF THE STATION, 34
 LH1106'FEET SOUTH OF THE CENTERLINE OF GRADED ROAD, 5 FEET SOUTHWEST OF
 LH1106'THE 6TH POWER POLE EAST OF A T-ROAD INTERSECTION, AND 1 FOOT
 LH1106'SOUTH OF A FENCE AND NEW STEEL WITNESS POST WITH SIGN.  THE MARK
 LH1106'WILL PROJECT 2 INCHES AND THE DISK IS STAMPED GERDIS 1951 RESET
 LH1106'1964.
 LH1106
 LH1106                          STATION RECOVERY (1967)
 LH1106
 LH1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (COP)
 LH1106'STATION LOCATION IS ADEQUATE.  DUE TO CHANGES IN ROADS AND
 LH1106'MEASUREMENTS, A NEW DESCRIPTION FOLLOWS.  A CHECK WAS MADE OF
 LH1106'DISTANCE AND DIRECTION TO ALL MARKS AND A DIFFERENCE WAS NOTED
 LH1106'BOTH IN DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND 2.
 LH1106'THEREFORE THE SURFACE MARK WAS REMOVED AND THE SUB-SURFACE MARK
 LH1106'OCCUPIED ON A SEPARATE DAY BY ANOTHER OBSERVER.  HIS
 LH1106'OBSERVATIONS COMPLETELY MATCHED THE FIRST DAYS WORK.  AS ALL
 LH1106'MARKS ARE EXCEPTIONALLY SOLID IN THE GROUND THERE IS A
 LH1106'POSSIBILITY OF ERROR IN THE 1951 OCCUPATION.
 LH1106'
 LH1106'TO REACH THE STATION FROM THE POST OFFICE IN CLAY CENTER, GO
 LH1106'NORTH FOR 0.3 MILE TO INTERSECTION, TURN LEFT AND GO WEST FOR
 LH1106'0.25 MILE TO END OF PAVEMENT, CONTINUE WEST, NOW ON GRAVELED
 LH1106'ROAD, FOR 2.35 MILES TO AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF
 LH1106'THE ROAD AS DESCRIBED.  CONTINUE WEST ON GRAVELED ROAD FOR
 LH1106'0.1 MILE TO CROSSROADS, TURN RIGHT AND GO NORTH FOR 0.45 MILE TO
 LH1106'STATION ON THE RIGHT, EAST SIDE OF THE ROAD, AS DESCRIBED.
 LH1106'
 LH1106'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET
 LH1106'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LH1106'SURFACE OF THE GROUND AND IS STAMPED GERDIS 1951 1967.  IT IS 39
 LH1106'FEET EAST OF CENTER OF A GRAVELED ROAD, 32 FEET NORTH OF CENTER
 LH1106'OF A FARM DRIVEWAY AND 8.9 FEET EAST-NORTHEAST OF A POWERLINE
 LH1106'POLE.
 LH1106'
 LH1106'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN
 LH1106'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 LH1106'AND IS STAMPED GERDIS NO 1 1951.  IT IS 44 FEET WEST OF CENTER
 LH1106'OF THE GRAVELED ROAD, 1.3 FEET NORTH OF A WOOD WITNESS POST AND
 LH1106'1.0 FOOT EAST OF A NORTH-SOUTH FENCELINE.
 LH1106'
 LH1106'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET
 LH1106'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 LH1106'AND IS STAMPED GERDIS NO 2 1951.  IT IS 44 FEET WEST OF CENTER
 LH1106'OF THE GRAVELED ROAD, AND 1.3 FEET EAST OF A NORTH-SOUTH
 LH1106'FENCELINE.
 LH1106'
 LH1106'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 LH1106'ROUND CONCRETE MONUMENT THAT PROJECTS 14 INCHES AND IS STAMPED
 LH1106'GERDIS 1951 RESET 1964.  IT IS 34 FEET SOUTH OF CENTER OF A
 LH1106'GRAVELED ROAD, 5.0 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE, 1.8
 LH1106'FEET SOUTH OF AN EAST-WEST FENCELINE AND 1.0 FOOT SOUTH-SOUTHWEST
 LH1106'OF A METAL WITNESS POST.
 LH1106'
 LH1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES
 LH1106'NORTHWEST OF CLAY CENTER.
 LH1106
 LH1106                          STATION RECOVERY (1969)
 LH1106
 LH1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LH1106'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LH1106'CONDITION.  AZIMUTH MARK WAS IN THE WAY OF ROAD CONSTRUCTION
 LH1106'SO A NEW AZIMUTH MARK WAS SET AT THE REQUEST OF THE COUNTY
 LH1106'HIGHWAY DEPARTMENT.  THE MARK IS A STANDARD DISK SET IN THE TOP
 LH1106'OF A ROUND CONCRETE POST AND STAMPED GERDIS 1951 1969.  IT IS 80
 LH1106'FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD AND 1 FOOT EAST
 LH1106'OF A METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 LH1106'
 LH1106'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 LH1106'
 LH1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.5 MI. NW
 LH1106'OF CLAY CENTER.
 LH1106
 LH1106                          STATION RECOVERY (1970)
 LH1106
 LH1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LH1106'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK 1969
 LH1106'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 LH1106'WAS FOUND WITH THE DISK SHEARED OFF OF THE TOP OF THE CONCRETE
 LH1106'POST.  THE MEASUREMENTS IN THE 1969 DESCRIPTION TO THE REFERENCE
 LH1106'MARKS WERE FOUND TO BE REVERSED.  THE DISTANCE TO REFERENCE MARK
 LH1106'NO. 1 FAILED TO CHECK BY 0.14 FEET AND THE DIRECTION FAILED TO
 LH1106'CHECK BY 4 MINUTES AND 07 SECONDS.  THE ANGLE BETWEEN THE
 LH1106'AZIMUTH MARK 1969 AND THE GLENVIL, MUNICIPAL WATER TANK, 1951
 LH1106'FAILED TO CHECK BY 6.4 SECONDS.
 LH1106'
 LH1106'REFERENCE MARK NO. 3 WAS SET IN THE TOP OF THE OLD CONCRETE POST
 LH1106'FOR REFERENCE MARK NO. 2.
 LH1106'
 LH1106'FOLLOWING IS A COMPLETE DESCRIPTION.
 LH1106'
 LH1106'TO REACH THE STATION FROM THE CROSS STREET SOUTHEAST OF THE
 LH1106'DEPOT IN CLAY CENTER, GO NORTH ON A GRAVELED STREET FOR 0.2
 LH1106'MILE TO A T-INTERSECTION.  TURN LEFT AND GO WEST ON A GRAVELED
 LH1106'ROAD FOR 2.6 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 LH1106'WEST ON THE GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD ON THE
 LH1106'RIGHT AND THE EAST BOUNDARY OF THE NAVAL DEPOT AREA.  TURN RIGHT
 LH1106'AND GO NORTH ON A GRAVELED ROAD FOR 0.45 MILE TO A FARM HOUSE
 LH1106'AND DRIVE, AND THE STATION ON THE RIGHT.
 LH1106'
 LH1106'STATION MARK, A STANDARD DISK STAMPED GERDIS 1951 1967, IS SET
 LH1106'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LH1106'SURFACE OF THE GROUND.  IT IS 70.5 FEET NORTHWEST OF THE
 LH1106'NORTHWEST CORNER OF A BARN, 40 FEET EAST OF THE CENTER OF A
 LH1106'GRAVELED ROAD, 32.5 FEET NORTH OF THE CENTER OF A DRIVEWAY
 LH1106'SOUTHWEST OF FARM HOUSE, AND 9 FEET NORTHEAST OF THE CENTER
 LH1106'OF A POWERLINE POLE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LH1106'
 LH1106'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GERDIS NO. 1 1951,
 LH1106'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LH1106'INCHES.  IT IS 45 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 LH1106'1.5 FEET WEST OF A FENCE, AND 0.5 FEET EAST OF A METAL
 LH1106'WITNESS POST.
 LH1106'
 LH1106'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GERDIS 1951 NO.
 LH1106'3 1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LH1106'PROJECTS 4 INCHES.  IT IS 45 FEET WEST OF THE CENTER OF A
 LH1106'GRAVELED ROAD AND 1.5 FEET WEST OF A FENCE.
 LH1106'
 LH1106'AZIMUTH MARK, A STANDARD DISK STAMPED GERDIS 1951 1969, IS SET
 LH1106'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 LH1106'IS 118.5 WEST OF A POWERLINE POLE, 80 FEET SOUTH OF THE CENTER
 LH1106'OF A GRAVELED ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST.
 LH1106'
 LH1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.5 MILES NORTHWEST
 LH1106'OF CLAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1108 ***********************************************************************
 LH1108  DESIGNATION -  GERDIS RM 1
 LH1108  PID         -  LH1108
 LH1108  STATE/COUNTY-  NE/CLAY
 LH1108  USGS QUAD   -  HARVARD (1969)
 LH1108
 LH1108                         *CURRENT SURVEY CONTROL
 LH1108  ___________________________________________________________________
 LH1108* NAD 83(1995)-  40 31 51.22031(N)    098 06 30.88541(W)     ADJUSTED  
 LH1108* NAVD 88     -       553.4    (meters)    1816.     (feet)  VERTCON   
 LH1108  ___________________________________________________________________
 LH1108  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 LH1108  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 LH1108
 LH1108  HORZ ORDER  -  FIRST
 LH1108
 LH1108.The horizontal coordinates were established by classical geodetic methods
 LH1108.and adjusted by the National Geodetic Survey in August 1997..
 LH1108
 LH1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1108
 LH1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1108
 LH1108.The geoid height was determined by GEOID03.
 LH1108
 LH1108;                    North         East     Units Scale Factor Converg.
 LH1108;SPC NE       -    79,202.906   660,213.431   MT  0.99980208   +1 15 12.4
 LH1108;UTM  14      - 4,487,065.719   575,499.334   MT  0.99967016   +0 34 45.6
 LH1108
 LH1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1108!SPC NE       -   0.99991724  x   0.99980208  =   0.99971933
 LH1108!UTM  14      -   0.99991724  x   0.99967016  =   0.99958742
 LH1108
 LH1108:                Primary Azimuth Mark                     Grid Az
 LH1108:SPC NE       -  GERDIS AZ MK RESET                       160 15 55.4
 LH1108:UTM  14      -  GERDIS AZ MK RESET                       160 56 22.2
 LH1108
 LH1108|---------------------------------------------------------------------|
 LH1108| PID    Reference Object                     Distance      Geod. Az  |
 LH1108|                                                           dddmmss.s |
 LH1108| CN8586 GERDIS AZ MK RESET                                 1613107.8 |
 LH1108|---------------------------------------------------------------------|
 LH1108
 LH1108                          SUPERSEDED SURVEY CONTROL
 LH1108
 LH1108  NAD 83(1986)-  40 31 51.22788(N)    098 06 30.88517(W) AD(       ) 1
 LH1108  NAD 27      -  40 31 51.18346(N)    098 06 29.70647(W) AD(       ) 1
 LH1108  NGVD 29 (07/19/86)  553.2    (m)         1815.     (f) VERT ANG       
 LH1108
 LH1108.Superseded values are not recommended for survey control.
 LH1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1108.See file dsdata.txt to determine how the superseded data were derived.
 LH1108
 LH1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7549987066(NAD 83)
 LH1108_MARKER: DS = TRIANGULATION STATION DISK
 LH1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1108_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1108+STABILITY: SURFACE MOTION
 LH1108
 LH1108  HISTORY     - Date     Condition        Report By
 LH1108  HISTORY     - 1966     MONUMENTED       CGS
 LH1108
 LH1108                          STATION DESCRIPTION
 LH1108
 LH1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LH1108'STATION IS LOCATED ABOUT 6 MILES SOUTH OF HARVARD, 2-1/2 MILES
 LH1108'NORTHWEST OF CLAY CENTER AND ON HIGHWAY RIGHT-OF-WAY.  THE TOWER WAS
 LH1108'BUILT OVER REFERENCE MARK NUMBER 1 DUE TO POWER LINES ABOVE GERDIS
 LH1108'1951 1967.
 LH1108'
 LH1108'TO REACH STATION FROM THE POST OFFICE IN CLAY CENTER, GO NORTH FOR
 LH1108'0.3 MILE TO INTERSECTION.  TURN LEFT AND GO WEST FOR 0.25 MILE TO
 LH1108'END OF PAVEMENT.  CONTINUE WEST, NOW ON GRAVELED ROAD, FOR 2.35
 LH1108'MILES TO AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF ROAD, AS
 LH1108'DESCRIBED.  CONTINUE WEST ON GRAVELED ROAD FOR 0.1 MILE TO
 LH1108'CROSSROADS.  TURN RIGHT AND GO NORTH FOR 0.45 MILE TO STATION ON
 LH1108'THE LEFT, WEST SIDE OF ROAD AS DESCRIBED.
 LH1108'
 LH1108'STATION MARK IS A STANDARD TRIANGULATION STATION REFERENCE MARK
 LH1108'DISK, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 LH1108'INCHES.  IT IS STAMPED GERDIS NO 1 1951 AND IS 44 FEET WEST OF
 LH1108'CENTER OF THE GRAVELED ROAD, 1.3 FEET NORTH OF A WOOD WITNESS POST
 LH1108'AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCELINE.
 LH1108'
 LH1108'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 LH1108'ROUND CONCRETE MONUMENT THAT PROJECTS 14 INCHES AND IS STAMPED
 LH1108'GERDIS 1951 RESET 1964.  IT IS 34 FEET SOUTH OF CENTER OF A GRAVELED
 LH1108'ROAD, 5.0 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE, 1.8 FEET SOUTH
 LH1108'OF AN EAST-WEST FENCELINE AND 1.0 FOOT SOUTH-SOUTHWEST OF A METAL
 LH1108'WITNESS POST.
 LH1108'
 LH1108'THE MAIN STATION, NOT USED AT THIS TIME IS STAMPED GERDIS 1951.  IT
 LH1108'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 LH1108'WITH THE SURFACE OF THE GROUND AND IS 39 FEET EAST OF CENTER OF A
 LH1108'GRAVELED ROAD, 32 FEET NORTH OF CENTER OF A FARM DRIVEWAY AND 8.9
 LH1108'FEET EAST-NORTHEAST OF A POWERLINE POLE.
 LH1108'
 LH1108'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0274 ***********************************************************************
 MN0274  DESIGNATION -  GERING
 MN0274  PID         -  MN0274
 MN0274  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0274  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0274
 MN0274                         *CURRENT SURVEY CONTROL
 MN0274  ___________________________________________________________________
 MN0274* NAD 83(1986)-  41 49 35.     (N)    103 39 39.     (W)     SCALED    
 MN0274* NAVD 88     -      1193.596  (meters)    3915.99   (feet)  ADJUSTED  
 MN0274  ___________________________________________________________________
 MN0274  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 MN0274  DYNAMIC HT  -        1192.820 (meters)    3913.44  (feet)  COMP
 MN0274  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 MN0274
 MN0274  VERT ORDER  -  SECOND    CLASS 0
 MN0274
 MN0274.The horizontal coordinates were scaled from a topographic map and have
 MN0274.an estimated accuracy of +/- 6 seconds.
 MN0274
 MN0274.The orthometric height was determined by differential leveling
 MN0274.and adjusted by the National Geodetic Survey in June 1991..
 MN0274
 MN0274.The geoid height was determined by GEOID03.
 MN0274
 MN0274.The dynamic height is computed by dividing the NAVD 88
 MN0274.geopotential number by the normal gravity value computed on the
 MN0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0274.degrees latitude (g = 980.6199 gals.).
 MN0274
 MN0274.The modeled gravity was interpolated from observed gravity values.
 MN0274
 MN0274;                    North         East    Units  Estimated Accuracy
 MN0274;SPC NE       -   227,720.      196,060.      MT  (+/- 180 meters Scaled)
 MN0274
 MN0274                          SUPERSEDED SURVEY CONTROL
 MN0274
 MN0274  NGVD 29 (??/??/92) 1192.941  (m)         3913.84   (f) ADJ UNCH    2 0
 MN0274
 MN0274.Superseded values are not recommended for survey control.
 MN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0274.See file dsdata.txt to determine how the superseded data were derived.
 MN0274
 MN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG112313(NAD 83)
 MN0274_MARKER: DB = BENCH MARK DISK
 MN0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0274_SP_SET: STEP
 MN0274_STAMPING: GERING 1934
 MN0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0274+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 MN0274
 MN0274  HISTORY     - Date     Condition        Report By
 MN0274  HISTORY     - 1934     MONUMENTED       CGS
 MN0274  HISTORY     - 20030724 GOOD             NGS
 MN0274
 MN0274                          STATION DESCRIPTION
 MN0274
 MN0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0274'AT GERING.
 MN0274'AT GERING, SCOTTS BLUFF COUNTY, AT THE NORTH ENTRANCE TO THE
 MN0274'COURTHOUSE, ABOUT 116 FEET SOUTH OF THE CENTER LINE OF R STREET,
 MN0274'ABOUT 140 FEET WEST OF TENTH STREET, AND IN THE CONCRETE STEP
 MN0274'ON THE WEST SIDE OF THE DOOR.  A STANDARD DISK, STAMPED GERING 1934.
 MN0274
 MN0274                          STATION RECOVERY (2003)
 MN0274
 MN0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0274'STATION ABOUT 2 M WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0644 ***********************************************************************
 MN0644  DESIGNATION -  GERING HWY PATROL RAD TWR
 MN0644  PID         -  MN0644
 MN0644  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0644  USGS QUAD   -  WILDCAT MOUNTAIN (1979)
 MN0644
 MN0644                         *CURRENT SURVEY CONTROL
 MN0644  ___________________________________________________________________
 MN0644* NAD 83(1995)-  41 42 27.18668(N)    103 39 46.13504(W)     ADJUSTED  
 MN0644* NAVD 88     -                                                        
 MN0644  ___________________________________________________________________
 MN0644  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 MN0644  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 MN0644
 MN0644  HORZ ORDER  -  THIRD
 MN0644
 MN0644.The horizontal coordinates were established by classical geodetic methods
 MN0644.and adjusted by the National Geodetic Survey in August 1997..
 MN0644
 MN0644
 MN0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0644
 MN0644.The geoid height was determined by GEOID03.
 MN0644
 MN0644;                    North         East     Units Scale Factor Converg.
 MN0644;SPC NE       -   214,540.513   195,340.781   MT  0.99966477   -2 25 38.4
 MN0644;UTM  13      - 4,618,170.674   611,249.249   MT  0.99975230   +0 53 23.1
 MN0644
 MN0644                          SUPERSEDED SURVEY CONTROL
 MN0644
 MN0644  NAD 83(1995)-  41 42 27.18657(N)    103 39 46.13493(W) AD(       ) 4
 MN0644  NAD 83(1986)-  41 42 27.17490(N)    103 39 46.13718(W) AD(       ) 4
 MN0644  NAD 27      -  41 42 27.28184(N)    103 39 44.33453(W) AD(       ) 3
 MN0644
 MN0644.Superseded values are not recommended for survey control.
 MN0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0644.See file dsdata.txt to determine how the superseded data were derived.
 MN0644
 MN0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1124918171(NAD 83)
 MN0644_MARKER: 43 = RADIO/TV TOWER
 MN0644
 MN0644  HISTORY     - Date     Condition        Report By
 MN0644  HISTORY     - 1973     FIRST OBSERVED   NGS
 MN0644
 MN0644                          STATION DESCRIPTION
 MN0644
 MN0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0644'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE GERING,
 MN0644'NEBRASKA STATE HIGHWAY PATROL RADIO TOWER, KAB 319 THAT IS
 MN0644'LOCATED ABOUT 8 MILES SOUTH OF GERING, 11.5 MILES
 MN0644'NORTH-NORTHEAST OF HARRISBURG, ABOUT 0.5 MILE EAST OF STATE
 MN0644'HIGHWAY 71 AND ON PROPERTY OWNED BY THE WILDCAT HILLS STATE
 MN0644'RECREATION AREA.  IT IS A THREE LEGGED STRUCTURAL STEEL TOWER
 MN0644'PAINTED IN ALTERNATE BANDS OF RED AND WHITE.  IT IS ABOUT 300
 MN0644'FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0638 ***********************************************************************
 MN0638  DESIGNATION -  GERING MUNICIPAL TANK
 MN0638  PID         -  MN0638
 MN0638  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0638  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0638
 MN0638                         *CURRENT SURVEY CONTROL
 MN0638  ___________________________________________________________________
 MN0638* NAD 83(1995)-  41 49 23.73671(N)    103 39 40.33985(W)     ADJUSTED  
 MN0638* NAVD 88     -                                                        
 MN0638  ___________________________________________________________________
 MN0638  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 MN0638  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 MN0638
 MN0638  HORZ ORDER  -  THIRD
 MN0638
 MN0638.The horizontal coordinates were established by classical geodetic methods
 MN0638.and adjusted by the National Geodetic Survey in August 1997..
 MN0638
 MN0638
 MN0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0638
 MN0638.The geoid height was determined by GEOID03.
 MN0638
 MN0638;                    North         East     Units Scale Factor Converg.
 MN0638;SPC NE       -   227,370.649   196,018.472   MT  0.99967390   -2 25 34.6
 MN0638;UTM  13      - 4,631,019.595   611,183.196   MT  0.99975212   +0 53 34.2
 MN0638
 MN0638                          SUPERSEDED SURVEY CONTROL
 MN0638
 MN0638  NAD 83(1995)-  41 49 23.73669(N)    103 39 40.33996(W) AD(       ) 4
 MN0638  NAD 83(1986)-  41 49 23.72950(N)    103 39 40.34337(W) AD(       ) 4
 MN0638  NAD 27      -  41 49 23.84000(N)    103 39 38.54000(W) AD(       ) 3
 MN0638
 MN0638.Superseded values are not recommended for survey control.
 MN0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0638.See file dsdata.txt to determine how the superseded data were derived.
 MN0638
 MN0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1118331020(NAD 83)
 MN0638_MARKER: 53 = ELEVATED TANK
 MN0638
 MN0638  HISTORY     - Date     Condition        Report By
 MN0638  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0638  HISTORY     - 1944     GOOD             CGS
 MN0638
 MN0638                          STATION DESCRIPTION
 MN0638
 MN0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (WB)
 MN0638'STATION IS LOCATED IN CENTER OF GERING, ONE BLOCK W OF MAIN
 MN0638'STREET, AND IS THE ONLY WATER TANK IN THAT VICINITY.
 MN0638'
 MN0638'THE STATION IS A SILVER STRUCTURAL STEEL TANK AND IS APPROXIMATELY
 MN0638'115 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0640 ***********************************************************************
 MN0640  DESIGNATION -  GERING SUGAR MILL STACK
 MN0640  PID         -  MN0640
 MN0640  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0640  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0640
 MN0640                         *CURRENT SURVEY CONTROL
 MN0640  ___________________________________________________________________
 MN0640* NAD 83(1995)-  41 49 58.45568(N)    103 39 08.41933(W)     ADJUSTED  
 MN0640* NAVD 88     -                                                        
 MN0640  ___________________________________________________________________
 MN0640  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 MN0640  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 MN0640
 MN0640  HORZ ORDER  -  THIRD
 MN0640
 MN0640.The horizontal coordinates were established by classical geodetic methods
 MN0640.and adjusted by the National Geodetic Survey in August 1997..
 MN0640
 MN0640
 MN0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0640
 MN0640.The geoid height was determined by GEOID03.
 MN0640
 MN0640;                    North         East     Units Scale Factor Converg.
 MN0640;SPC NE       -   228,409.384   196,799.447   MT  0.99967484   -2 25 13.4
 MN0640;UTM  13      - 4,632,101.890   611,902.776   MT  0.99975409   +0 53 56.1
 MN0640
 MN0640                          SUPERSEDED SURVEY CONTROL
 MN0640
 MN0640  NAD 83(1995)-  41 49 58.45562(N)    103 39 08.41935(W) AD(       ) 4
 MN0640  NAD 83(1986)-  41 49 58.44814(N)    103 39 08.42159(W) AD(       ) 4
 MN0640  NAD 27      -  41 49 58.56300(N)    103 39 06.62400(W) AD(       ) 3
 MN0640
 MN0640.Superseded values are not recommended for survey control.
 MN0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0640.See file dsdata.txt to determine how the superseded data were derived.
 MN0640
 MN0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1190332102(NAD 83)
 MN0640_MARKER: 63 = STACK
 MN0640
 MN0640  HISTORY     - Date     Condition        Report By
 MN0640  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0640  HISTORY     - 1944     GOOD             CGS
 MN0640  HISTORY     - 1958     GOOD             CGS
 MN0640  HISTORY     - 1962     GOOD             CGS
 MN0640
 MN0640                          STATION DESCRIPTION
 MN0640
 MN0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (WB)
 MN0640'STATION IS LOCATED IN NE EDGE OF GERING, AT THE GERING SUGAR
 MN0640'MILL PLANT.
 MN0640'
 MN0640'THE STATION IS A PROMINENT CONCRETE STACK (ONLY STACK IN
 MN0640'THAT VICINITY), 247 FEET HIGH, AND NEAR A SILVER WATER TANK.
 MN0640
 MN0640                          STATION RECOVERY (1958)
 MN0640
 MN0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0640'THE STACK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0640'W.B. IN 1944.  THE SUGAR MILL IS LOCATED ON THE EAST SIDE
 MN0640'OF HIGHWAY 29.
 MN0640
 MN0640                          STATION RECOVERY (1962)
 MN0640
 MN0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WPY)
 MN0640'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0639 ***********************************************************************
 MN0639  DESIGNATION -  GERING SUGAR MILL TANK
 MN0639  PID         -  MN0639
 MN0639  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0639  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0639
 MN0639                         *CURRENT SURVEY CONTROL
 MN0639  ___________________________________________________________________
 MN0639* NAD 83(1995)-  41 49 59.78603(N)    103 39 08.68227(W)     ADJUSTED  
 MN0639* NAVD 88     -                                                        
 MN0639  ___________________________________________________________________
 MN0639  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 MN0639  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 MN0639
 MN0639  HORZ ORDER  -  THIRD
 MN0639
 MN0639.The horizontal coordinates were established by classical geodetic methods
 MN0639.and adjusted by the National Geodetic Survey in August 1997..
 MN0639
 MN0639
 MN0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0639
 MN0639.The geoid height was determined by GEOID03.
 MN0639
 MN0639;                    North         East     Units Scale Factor Converg.
 MN0639;SPC NE       -   228,450.635   196,795.120   MT  0.99967488   -2 25 13.6
 MN0639;UTM  13      - 4,632,142.825   611,896.067   MT  0.99975407   +0 53 56.0
 MN0639
 MN0639                          SUPERSEDED SURVEY CONTROL
 MN0639
 MN0639  NAD 83(1995)-  41 49 59.78598(N)    103 39 08.68239(W) AD(       ) 4
 MN0639  NAD 83(1986)-  41 49 59.77865(N)    103 39 08.68587(W) AD(       ) 4
 MN0639  NAD 27      -  41 49 59.89000(N)    103 39 06.89000(W) AD(       ) 3
 MN0639
 MN0639.Superseded values are not recommended for survey control.
 MN0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0639.See file dsdata.txt to determine how the superseded data were derived.
 MN0639
 MN0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1189632143(NAD 83)
 MN0639_MARKER: 53 = ELEVATED TANK
 MN0639
 MN0639  HISTORY     - Date     Condition        Report By
 MN0639  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0639  HISTORY     - 1958     GOOD             CGS
 MN0639
 MN0639                          STATION DESCRIPTION
 MN0639
 MN0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0639'THIS STATION WAS NOT PREVIOUSLY DESCRIBED.  IT IS THE ELEVATED
 MN0639'SILVER WATER TANK JUST WEST OF THE TALL CONCRETE STACK AND
 MN0639'IS THE ONLY TANK AT THE SUGAR MILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1132 ***********************************************************************
 MK1132  DESIGNATION -  GERMAN
 MK1132  PID         -  MK1132
 MK1132  STATE/COUNTY-  NE/PLATTE
 MK1132  USGS QUAD   -  CORNLEA (1985)
 MK1132
 MK1132                         *CURRENT SURVEY CONTROL
 MK1132  ___________________________________________________________________
 MK1132* NAD 83(1995)-  41 44 30.61232(N)    097 30 09.91853(W)     ADJUSTED  
 MK1132* NAVD 88     -       524.894  (meters)    1722.09   (feet)  ADJUSTED  
 MK1132  ___________________________________________________________________
 MK1132  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MK1132  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 MK1132  DYNAMIC HT  -         524.675 (meters)    1721.37  (feet)  COMP
 MK1132  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 MK1132
 MK1132  HORZ ORDER  -  FIRST
 MK1132  VERT ORDER  -  FIRST     CLASS II
 MK1132
 MK1132.The horizontal coordinates were established by classical geodetic methods
 MK1132.and adjusted by the National Geodetic Survey in August 1997..
 MK1132
 MK1132.The orthometric height was determined by differential leveling
 MK1132.and adjusted by the National Geodetic Survey in June 1991..
 MK1132
 MK1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1132
 MK1132.The geoid height was determined by GEOID03.
 MK1132
 MK1132.The dynamic height is computed by dividing the NAVD 88
 MK1132.geopotential number by the normal gravity value computed on the
 MK1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1132.degrees latitude (g = 980.6199 gals.).
 MK1132
 MK1132.The modeled gravity was interpolated from observed gravity values.
 MK1132
 MK1132;                    North         East     Units Scale Factor Converg.
 MK1132;SPC NE       -   214,891.626   707,634.769   MT  0.99966705   +1 39 17.7
 MK1132;UTM  14      - 4,622,196.454   624,499.827   MT  0.99979074   +0 59 49.0
 MK1132
 MK1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1132!SPC NE       -   0.99992156  x   0.99966705  =   0.99958864
 MK1132!UTM  14      -   0.99992156  x   0.99979074  =   0.99971232
 MK1132
 MK1132:                Primary Azimuth Mark                     Grid Az
 MK1132:SPC NE       -  GERMAN AZ MK                             085 12 13.0
 MK1132:UTM  14      -  GERMAN AZ MK                             085 51 41.7
 MK1132
 MK1132|---------------------------------------------------------------------|
 MK1132| PID    Reference Object                     Distance      Geod. Az  |
 MK1132|                                                           dddmmss.s |
 MK1132| CN8590 GERMAN AZ MK                                       0865130.7 |
 MK1132| MK1844 CRESTON TANK                        APPROX.12.6 KM 1083219.5 |
 MK1132| MK1849 ST MARYS CATHOLIC CH CROSS          APPROX.11.5 KM 1615852.6 |
 MK1132| MK1851 HUMPHREY ST FRANCIS CATH CH         APPROX. 5.8 KM 1671247.0 |
 MK1132| MK1850 HUMPHREY TANK                       APPROX. 6.0 KM 1691649.9 |
 MK1132| MK1945 TARNOV ST MICHAELS CH SPIRE         APPROX.14.0 KM 1802953.6 |
 MK1132| MK1133 GERMAN RM 1                          77.285 METERS 19443     |
 MK1132| MK1942 GERMAN RM 3                          19.342 METERS 25732     |
 MK1132| MK1134 GERMAN RM 2                          59.201 METERS 34405     |
 MK1132|---------------------------------------------------------------------|
 MK1132
 MK1132                          SUPERSEDED SURVEY CONTROL
 MK1132
 MK1132  NAD 83(1986)-  41 44 30.62163(N)    097 30 09.92251(W) AD(       ) 1
 MK1132  NAD 27      -  41 44 30.59500(N)    097 30 08.75300(W) AD(       ) 1
 MK1132  NGVD 29 (??/??/92)  524.703  (m)         1721.46   (f) ADJ UNCH    1 2
 MK1132
 MK1132.Superseded values are not recommended for survey control.
 MK1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1132.See file dsdata.txt to determine how the superseded data were derived.
 MK1132
 MK1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2450022196(NAD 83)
 MK1132_MARKER: DS = TRIANGULATION STATION DISK
 MK1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1132_SP_SET: SET INTO TOP OF A CONCRETE POST
 MK1132_STAMPING: GERMAN 1935
 MK1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1132+STABILITY: SURFACE MOTION
 MK1132
 MK1132  HISTORY     - Date     Condition        Report By
 MK1132  HISTORY     - 1935     MONUMENTED       CGS
 MK1132  HISTORY     - 1940     GOOD             NGS
 MK1132  HISTORY     - 1940     GOOD             MNHD
 MK1132  HISTORY     - 1961     GOOD             USGS
 MK1132  HISTORY     - 1966     GOOD             NGS
 MK1132  HISTORY     - 1966     GOOD             CGS
 MK1132
 MK1132                          STATION DESCRIPTION
 MK1132
 MK1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1132'STATION IS LOCATED IN THE NORTHWEST QUARTER SEC. 1, T.20 N., R.2 W.,
 MK1132'ON THE NORTH END OF A RIDGE, 0.15 MILE SOUTH OF THE MADISON-PLATTE
 MK1132'COUNTY LINE, 30 FEET EAST OF A NORTH-SOUTH SECTION-LINE ROAD,
 MK1132'AND 2 FEET WEST OF EAST RIGHT-OF-WAY FENCE.
 MK1132'
 MK1132'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY
 MK1132'91 JUST NORTH OF HUMPHREY, GO NORTH ON U.S. HIGHWAY 81 FOR 3.0
 MK1132'MILES, TURN LEFT (WEST) AND GO 1.0 MILE TO A T-ROAD, TURN LEFT
 MK1132'AND GO 0.1 MILE TO MARK ON LEFT.  STATION IS 30 FEET EAST OF
 MK1132'CENTERLINE OF ROAD AND 2 FEET WEST OF EAST RIGHT-OF-WAY FENCE.
 MK1132'
 MK1132'REFERENCE MARK NO. 1 IS 256.56 FEET SOUTH OF STATION SET IN WEST
 MK1132'RIGHT-OF-WAY FENCE.
 MK1132'
 MK1132'REFERENCE MARK NO. 2 IS 194.25 FEET NORTH OF STATION, SET IN WEST
 MK1132'RIGHT-OF-WAY FENCE.
 MK1132'
 MK1132'AZIMUTH MARK IS REACHED FROM STATION BY GOING NORTH FOR 0.1 MILE
 MK1132'TO SECTION-LINE ROAD, TURN RIGHT AND GO 1.35 MILES TO MARK ON
 MK1132'RIGHT SIDE OF ROAD IN FENCE LINE, 34 FEET SOUTH OF CENTERLINE
 MK1132'OF ROAD.
 MK1132'
 MK1132'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MK1132
 MK1132                          STATION RECOVERY (1940)
 MK1132
 MK1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 MK1132'4 MI NW FROM HUMPHREY.
 MK1132'TO REACH FROM HIGHWAY JUNCTION PROCEED NORTH ON U.S. HIGHWAY
 MK1132'NO. 81, GO 3.0 MILES, TURN LEFT (WEST) ONTO COUNTY LINE ROAD,
 MK1132'GO 1.0 MILE, TURN LEFT (SOUTH) AT T-ROAD INTERSECTION GO 0.1 MILE
 MK1132'TO STATION.  IN NORTHWEST 1/4 SECTION OF SECTION 1, T 20 N, R 2 W,
 MK1132'ON NORTH EDGE OF A RIDGE, 0.15 MILE SOUTH OF MADISON-PLATTE COUNTY
 MK1132'LINE, 30 FEET EAST OF NORTH-SOUTH SECTION LINE ROAD, 2.0 FEET
 MK1132'WEST OF EAST RIGHT-OF-WAY FENCE LINE.  NO WOODEN POST SET,
 MK1132'FIELD AND RIGHT-OF-WAY UNDER CULTIVATION.
 MK1132
 MK1132                          STATION RECOVERY (1940)
 MK1132
 MK1132'RECOVERY NOTE BY MN HIGHWAY DEPT 1940 (DHK)
 MK1132'STATION IS IN NORTHWEST CORNER OF SEC. 1, T 20 N., R. 2 W., ON THE
 MK1132'NORTH END OF RIDGE, 0.15 MILE SOUTH OF MADISON-PLATTE COUNTY LINE.
 MK1132'
 MK1132'TO REACH FROM JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 91
 MK1132'JUST NORTH OF HUMPHREY, PROCEED NORTH ON U.S. HIGHWAY 81 FOR 3.0
 MK1132'MILES, TURN LEFT (WEST), GO 1.0 MILE, TURN LEFT (SOUTH) AT T-ROAD
 MK1132'INTERSECTION, GO 0.1 MILE TO STATION, 30 FEET EAST OF NORTH-SOUTH
 MK1132'SECTION-LINE ROAD, 2.0 FEET WEST OF EAST RIGHT-OF-WAY FENCE LINE.
 MK1132'MONUMENT PROJECTS 0.6 FOOT, STAMPED GERMAN 1935.
 MK1132'
 MK1132'REFERENCE MARK NO. 1 IS 256.56 FEET SOUTH OF STATION, IN WEST
 MK1132'RIGHT-OF-WAY FENCE LINE.  MONUMENT PROJECTS 0.6 FOOT STAMPED GERMAN
 MK1132'NO. 1 1935.
 MK1132'
 MK1132'REFERENCE MARK NO. 2 IS 194.25 FEET NORTH OF STATION, IN WEST
 MK1132'RIGHT-OF-WAY FENCE LINE.  MONUMENT PROJECTS 0.6 FOOT, STAMPED
 MK1132'GERMAN NO. 2 1935.
 MK1132'
 MK1132'AZIMUTH MARK IS REACHED FROM STATION BY PROCEEDING ALONG SECTION-LINE
 MK1132'ROAD 0.1 MILE, TURN RIGHT (WEST) AT T-ROAD INTERSECTION, GO 1.35
 MK1132'MILES TO AZIMUTH MARK.  MARK IS 34 FEET SOUTH OF CENTERLINE OF
 MK1132'ROAD, IN NORTH RIGHT-OF-WAY FENCE LINE, STAMPED GERMAN 1935.
 MK1132'
 MK1132'UNDERGROUND STATION STAMPED GERMAN 1935.
 MK1132'
 MK1132'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MK1132
 MK1132                          STATION RECOVERY (1961)
 MK1132
 MK1132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MK1132'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MK1132
 MK1132                          STATION RECOVERY (1966)
 MK1132
 MK1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MK1132'RECOVERED IN GOOD CONDITION.
 MK1132
 MK1132                          STATION RECOVERY (1966)
 MK1132
 MK1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1132'STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND.  STATION MARK AND
 MK1132'THE AZIMUTH MARK ARE IN GOOD CONDITION AND DO NOT APPEAR TO HAVE
 MK1132'BEEN DISTURBED.
 MK1132'
 MK1132'A DIFFERENCE OF 3 FEET WAS NOTED IN THE DISTANCE TO REFERENCE MARK
 MK1132'NUMBER 1.  DISTANCE TO REFERENCE MARK NUMBER 2 CHECKED THE 1935 DATE
 MK1132'ON THE MARK ADEQUATELY.
 MK1132'
 MK1132'ABOUT 5 MINUTES DIFFERENCE WAS NOTED IN THE HORIZONTAL ANGLE TO BOTH
 MK1132'REFERENCE MARKS.  THE MARKS ARE SOLID IN THE GROUND, NOT LEANING BUT
 MK1132'COULD HAVE BEEN DISTURBED DURING ROAD WIDENING.
 MK1132'
 MK1132'THE HORIZONTAL ANGLE TO THE AZIMUTH MARK CHECKED THE 1935 DATA.
 MK1132'
 MK1132'STATION MARK IS BENEATH A POWERLINE, THEREFORE A STEEL TOWER COULD
 MK1132'NOT BE ERECTED OVER THE MARK.
 MK1132'
 MK1132'A REFERENCE MARK NUMBER 3 HAS BEEN ESTABLISHED AND A TRAVERSE
 MK1132'CONNECTION WAS MADE BETWEEN THE REFERENCE MARK NUMBER 3 AND THE
 MK1132'STATION MARK.
 MK1132'
 MK1132'STATION MARK DISK IS STAMPED GERMAN 1935 AND THE MARK SHOWS ABOUT 6
 MK1132'INCHES ON THE WEST SIDE.  MARK IS 45.7 FEET SOUTH OF A POWERLINE
 MK1132'POLE, 29 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 4.4
 MK1132'FEET WEST OF A NORTH-SOUTH FENCELINE AND 4.0 FEET WEST OF A METAL
 MK1132'WITNESS POST.
 MK1132'
 MK1132'REFERENCE MARK NUMBER 1 DISK IS STAMPED GERMAN 1935 NO 1.  MARK SHOWS
 MK1132'ABOUT 16 INCHES ON THE EAST SIDE AND ABOUT 6 INCHES ON THE WEST
 MK1132'SIDE.  MARK IS 30 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND
 MK1132'5.0 FEET EAST OF A NORTH-SOUTH FENCELINE.
 MK1132'
 MK1132'REFERENCE MARK NUMBER 2 DISK IS STAMPED GERMAN 1935 NO 2 AND THE MARK
 MK1132'PROJECTS ABOUT 8 INCHES.  MARK IS 29-1/2 FEET WEST OF THE CENTER OF
 MK1132'THE GRAVELED ROAD AND 4.0 FEET EAST OF THE NORTH-SOUTH FENCELINE.
 MK1132'
 MK1132'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 MK1132'GERMAN NO 3 1935 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 MK1132'WHICH SHOWED ABOUT 4 INCHES ON THE EAST SIDE.  A SUB-SURFACE
 MK1132'REFERENCE MARK DISK WAS SET ALSO AND THE DISK IS STAMPED THE SAME AS
 MK1132'THE SURFACE DISK.  MARK IS 67.4 FEET WEST-SOUTHWEST OF THE METAL
 MK1132'WITNESS POST, 32 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, IN
 MK1132'FENCELINE AND ABOUT 2 FEET LOWER ELEVATION THAN THE ROAD.
 MK1132'
 MK1132'AZIMUTH MARK DISK IS STAMPED GERMAN 1935 AND THE MARK PROJECTS ABOUT
 MK1132'1 INCH.  MARK IS 34 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 MK1132'GRAVELED ROAD, 2.3 FEET SOUTHWEST OF A METAL WITNESS POST AND 1.2
 MK1132'FEET SOUTH OF AN EAST-WEST FENCELINE.
 MK1132'
 MK1132'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 MK1132'HIGHWAY 91 WHICH IS ABOUT 1 MILE NORTHEAST OF THE TOWN OF HUMPHREY.
 MK1132'GO NORTH ON HIGHWAY 81 FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT AND
 MK1132'GO WEST ON A GRAVELED ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 MK1132'LEFT, AS DESCRIBED.  CONTINUE WEST ON THE GRAVELED ROAD FOR 1.35
 MK1132'MILES TO A T-ROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 MK1132'FOR 0.1 MILE TO THE TOP OF A RISE AND THE STATION MARK ON THE LEFT,
 MK1132'EAST SIDE OF THE ROAD, AS DESCRIBED.
 MK1132'
 MK1132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 MK1132'NORTH OF HUMPHREY.
 MK1132'
 MK1132'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0377 ***********************************************************************
 LJ0377  DESIGNATION -  GERMAN PRECINCT CHRIST LUTH CH
 LJ0377  PID         -  LJ0377
 LJ0377  STATE/COUNTY-  NE/DAWSON
 LJ0377  USGS QUAD   -  GOTHENBURG (1983)
 LJ0377
 LJ0377                         *CURRENT SURVEY CONTROL
 LJ0377  ___________________________________________________________________
 LJ0377* NAD 83(1995)-  40 57 42.29506(N)    100 07 43.27318(W)     ADJUSTED  
 LJ0377* NAVD 88     -                                                        
 LJ0377  ___________________________________________________________________
 LJ0377  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 LJ0377  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 LJ0377
 LJ0377  HORZ ORDER  -  THIRD
 LJ0377
 LJ0377.The horizontal coordinates were established by classical geodetic methods
 LJ0377.and adjusted by the National Geodetic Survey in August 1997..
 LJ0377
 LJ0377
 LJ0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0377
 LJ0377.The geoid height was determined by GEOID03.
 LJ0377
 LJ0377;                    North         East     Units Scale Factor Converg.
 LJ0377;SPC NE       -   125,292.299   489,169.856   MT  0.99970338   -0 05 07.0
 LJ0377;UTM  14      - 4,535,124.139   405,019.962   MT  0.99971103   -0 44 23.9
 LJ0377
 LJ0377                          SUPERSEDED SURVEY CONTROL
 LJ0377
 LJ0377  NAD 83(1986)-  40 57 42.30116(N)    100 07 43.27843(W) AD(       ) 4
 LJ0377  NAD 27      -  40 57 42.27336(N)    100 07 41.83094(W) AD(       ) 3
 LJ0377
 LJ0377.Superseded values are not recommended for survey control.
 LJ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0377.See file dsdata.txt to determine how the superseded data were derived.
 LJ0377
 LJ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0502035124(NAD 83)
 LJ0377_MARKER: 91 = CHURCH CROSS
 LJ0377
 LJ0377  HISTORY     - Date     Condition        Report By
 LJ0377  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0377  HISTORY     - 1951     GOOD             CGS
 LJ0377
 LJ0377                          STATION DESCRIPTION
 LJ0377
 LJ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0377'POINT OBSERVED UPON IS THE TIP OF SPIRE OF CHRIST-LUTHERAN
 LJ0377'CHURCH.  IT IS LOCATED ABOUT 2.5 MILES EAST AND 2.0 MILES NORTH
 LJ0377'OF GOTHENBURG.  IT IS ABOUT 50 FEET HIGH AND WAS ERECTED IN 1920.
 LJ0377'
 LJ0377'STATION WAS OBSERVED FROM TRIANGULATION STATIONS MAY, IVER, HARM,
 LJ0377'AND GOTHENBURG.
 LJ0377
 LJ0377                          STATION RECOVERY (1951)
 LJ0377
 LJ0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0377'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF GOTHENBURG.
 LJ0377'IT IS 0.1 MILE NORTH OF AN EAST-WEST GRAVELED ROAD AND 65.0
 LJ0377'FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD.  THE
 LJ0377'CROSS IS LOCATED AT THE TOP OF A SPIRE WHICH IS AT THE EAST END
 LJ0377'AND CENTER OF THE CHURCH.  THE CROSS IS ABOUT 5.0 FEET TALL AND
 LJ0377'THE OVERALL HEIGHT IS ABOUT 75.0 FEET.
 LJ0377'
 LJ0377'TO REACH THE STATION FROM THE DEPOT IN GOTHENBURG, GO NORTH
 LJ0377'ON STATE HIGHWAY 47 FOR 2.4 MILES TO A CROSSROAD.  TURN RIGHT,
 LJ0377'EAST, ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT,
 LJ0377'NORTH, ON A GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE
 LJ0377'LEFT AS DESCRIBED.
 LJ0377'
 LJ0377'THE CROSS AT THE APEX OF THE SPIRE WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1133 ***********************************************************************
 MK1133  DESIGNATION -  GERMAN RM 1
 MK1133  PID         -  MK1133
 MK1133  STATE/COUNTY-  NE/PLATTE
 MK1133  USGS QUAD   -  HUMPHREY (1976)
 MK1133
 MK1133                         *CURRENT SURVEY CONTROL
 MK1133  ___________________________________________________________________
 MK1133* NAD 83(1986)-  41 44 30.     (N)    097 29 01.     (W)     SCALED    
 MK1133* NAVD 88     -       524.199  (meters)    1719.81   (feet)  ADJUSTED  
 MK1133  ___________________________________________________________________
 MK1133  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 MK1133  DYNAMIC HT  -         523.980 (meters)    1719.09  (feet)  COMP
 MK1133  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 MK1133
 MK1133  VERT ORDER  -  FIRST     CLASS II
 MK1133
 MK1133.The horizontal coordinates were scaled from a topographic map and have
 MK1133.an estimated accuracy of +/- 6 seconds.
 MK1133
 MK1133.The orthometric height was determined by differential leveling
 MK1133.and adjusted by the National Geodetic Survey in June 1991..
 MK1133
 MK1133.The geoid height was determined by GEOID03.
 MK1133
 MK1133.The dynamic height is computed by dividing the NAVD 88
 MK1133.geopotential number by the normal gravity value computed on the
 MK1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1133.degrees latitude (g = 980.6199 gals.).
 MK1133
 MK1133.The modeled gravity was interpolated from observed gravity values.
 MK1133
 MK1133;                    North         East    Units  Estimated Accuracy
 MK1133;SPC NE       -   214,920.      709,230.      MT  (+/- 180 meters Scaled)
 MK1133
 MK1133                          SUPERSEDED SURVEY CONTROL
 MK1133
 MK1133  NGVD 29 (??/??/92)  524.008  (m)         1719.18   (f) ADJ UNCH    1 2
 MK1133
 MK1133.Superseded values are not recommended for survey control.
 MK1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1133.See file dsdata.txt to determine how the superseded data were derived.
 MK1133
 MK1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM260222(NAD 83)
 MK1133_MARKER: DR = REFERENCE MARK DISK
 MK1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1133_STAMPING: GERMAN NO 1 1935
 MK1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1133+STABILITY: SURFACE MOTION
 MK1133
 MK1133  HISTORY     - Date     Condition        Report By
 MK1133  HISTORY     - 1935     MONUMENTED       CGS
 MK1133  HISTORY     - 1940     GOOD             NGS
 MK1133
 MK1133                          STATION DESCRIPTION
 MK1133
 MK1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MK1133'4 MI NW FROM HUMPHREY.
 MK1133'TO REACH FROM ABOVE HIGHWAY JUNCTION PROCEED NORTH ON U.S.
 MK1133'HIGHWAY NO. 81, GO 3.0 MILES, TURN LEFT (WEST) ONTO COUNTY LINE
 MK1133'ROAD, GO 1.0 MILE, TURN LEFT (SOUTH) AT T-ROAD INTERSECTION,
 MK1133'GO 0.1 MILE TO STATION.  BENCH MARK IS IN THE WEST RIGHT-OF-WAY
 MK1133'FENCE LINE, 256.56 FEET SOUTH OF TRIANGULATION STATION, GERMAN
 MK1133'1935.  NO WOODEN POST SET, FIELD AND RIGHT-OF-WAY UNDER
 MK1133'CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1134 ***********************************************************************
 MK1134  DESIGNATION -  GERMAN RM 2
 MK1134  PID         -  MK1134
 MK1134  STATE/COUNTY-  NE/PLATTE
 MK1134  USGS QUAD   -  HUMPHREY (1976)
 MK1134
 MK1134                         *CURRENT SURVEY CONTROL
 MK1134  ___________________________________________________________________
 MK1134* NAD 83(1986)-  41 44 30.     (N)    097 29 01.     (W)     SCALED    
 MK1134* NAVD 88     -       522.701  (meters)    1714.89   (feet)  ADJUSTED  
 MK1134  ___________________________________________________________________
 MK1134  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 MK1134  DYNAMIC HT  -         522.482 (meters)    1714.18  (feet)  COMP
 MK1134  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 MK1134
 MK1134  VERT ORDER  -  FIRST     CLASS II
 MK1134
 MK1134.The horizontal coordinates were scaled from a topographic map and have
 MK1134.an estimated accuracy of +/- 6 seconds.
 MK1134
 MK1134.The orthometric height was determined by differential leveling
 MK1134.and adjusted by the National Geodetic Survey in June 1991..
 MK1134
 MK1134.The geoid height was determined by GEOID03.
 MK1134
 MK1134.The dynamic height is computed by dividing the NAVD 88
 MK1134.geopotential number by the normal gravity value computed on the
 MK1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1134.degrees latitude (g = 980.6199 gals.).
 MK1134
 MK1134.The modeled gravity was interpolated from observed gravity values.
 MK1134
 MK1134;                    North         East    Units  Estimated Accuracy
 MK1134;SPC NE       -   214,920.      709,230.      MT  (+/- 180 meters Scaled)
 MK1134
 MK1134                          SUPERSEDED SURVEY CONTROL
 MK1134
 MK1134  NGVD 29 (??/??/92)  522.510  (m)         1714.27   (f) ADJ UNCH    1 2
 MK1134
 MK1134.Superseded values are not recommended for survey control.
 MK1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1134.See file dsdata.txt to determine how the superseded data were derived.
 MK1134
 MK1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM260222(NAD 83)
 MK1134_MARKER: DR = REFERENCE MARK DISK
 MK1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1134_STAMPING: GERMAN NO 2 1935
 MK1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1134+STABILITY: SURFACE MOTION
 MK1134
 MK1134  HISTORY     - Date     Condition        Report By
 MK1134  HISTORY     - 1935     MONUMENTED       CGS
 MK1134  HISTORY     - 1940     GOOD             NGS
 MK1134
 MK1134                          STATION DESCRIPTION
 MK1134
 MK1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MK1134'4 MI NW FROM HUMPHREY.
 MK1134'TO REACH FROM ABOVE HIGHWAY JUNCTION NEAR HUMPHREY PROCEED NORTH ON
 MK1134'U.S. HIGHWAY NO. 81, GO 3.0 MILES, TURN LEFT (WEST) ONTO COUNTY
 MK1134'LINE ROAD, GO 1.0 MILE, TURN LEFT (SOUTH) AT T-ROAD INTERSECTION,
 MK1134'GO 0.1 MILE TO STATION.  BENCH MARK IS IN WEST RIGHT-OF-WAY
 MK1134'FENCE, 194.25 FEET NORTH OF TRIANGULATION STATION, GERMAN 1935.
 MK1134'NO WOODEN POST SET, FIELD AND RIGHT-OF-WAY UNDER CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1942 ***********************************************************************
 MK1942  DESIGNATION -  GERMAN RM 3
 MK1942  PID         -  MK1942
 MK1942  STATE/COUNTY-  NE/PLATTE
 MK1942  USGS QUAD   -  CORNLEA (1985)
 MK1942
 MK1942                         *CURRENT SURVEY CONTROL
 MK1942  ___________________________________________________________________
 MK1942* NAD 83(1995)-  41 44 30.47690(N)    097 30 10.73585(W)     ADJUSTED  
 MK1942* NAVD 88     -       524.49   (+/-2cm)    1720.8    (feet)  VERTCON   
 MK1942  ___________________________________________________________________
 MK1942  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MK1942  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 MK1942
 MK1942  HORZ ORDER  -  FIRST
 MK1942  VERT ORDER  -  THIRD ? (See Below)
 MK1942
 MK1942.The horizontal coordinates were established by classical geodetic methods
 MK1942.and adjusted by the National Geodetic Survey in August 1997..
 MK1942
 MK1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1942.The vertical order pertains to the NGVD 29 superseded value.
 MK1942
 MK1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1942
 MK1942.The geoid height was determined by GEOID03.
 MK1942
 MK1942;                    North         East     Units Scale Factor Converg.
 MK1942;SPC NE       -   214,886.906   707,616.018   MT  0.99966705   +1 39 17.2
 MK1942;UTM  14      - 4,622,191.949   624,481.021   MT  0.99979068   +0 59 48.5
 MK1942
 MK1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1942!SPC NE       -   0.99992162  x   0.99966705  =   0.99958870
 MK1942!UTM  14      -   0.99992162  x   0.99979068  =   0.99971232
 MK1942
 MK1942:                Primary Azimuth Mark                     Grid Az
 MK1942:SPC NE       -  WHITE RM A                               024 01 46.6
 MK1942:UTM  14      -  WHITE RM A                               024 41 15.3
 MK1942
 MK1942|---------------------------------------------------------------------|
 MK1942| PID    Reference Object                     Distance      Geod. Az  |
 MK1942|                                                           dddmmss.s |
 MK1942| MK1856 WHITE RM A                          APPROX.16.4 KM 0254103.8 |
 MK1942| MK1132 GERMAN                               19.342 METERS 07732     |
 MK1942| MK1851 HUMPHREY ST FRANCIS CATH CH         APPROX. 5.8 KM 1670123.7 |
 MK1942| MK1850 HUMPHREY TANK                       APPROX. 6.0 KM 1690540.2 |
 MK1942|---------------------------------------------------------------------|
 MK1942
 MK1942                          SUPERSEDED SURVEY CONTROL
 MK1942
 MK1942  NAD 83(1986)-  41 44 30.48616(N)    097 30 10.74016(W) AD(       ) 1
 MK1942  NAD 27      -  41 44 30.45951(N)    097 30 09.57034(W) AD(       ) 1
 MK1942  NGVD 29 (07/19/86)  524.30   (m)         1720.1    (f) LEVELING    3  
 MK1942
 MK1942.Superseded values are not recommended for survey control.
 MK1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1942.See file dsdata.txt to determine how the superseded data were derived.
 MK1942
 MK1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2448122192(NAD 83)
 MK1942_MARKER: DR = REFERENCE MARK DISK
 MK1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1942+STABILITY: SURFACE MOTION
 MK1942
 MK1942  HISTORY     - Date     Condition        Report By
 MK1942  HISTORY     - 1966     MONUMENTED       CGS
 MK1942
 MK1942                          STATION DESCRIPTION
 MK1942
 MK1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1942'STATION IS LOCATED ABOUT 4 MILES NORTH OF HUMPHREY, 6-1/2 MILES
 MK1942'SOUTH-SOUTHWEST OF MADISON, 2 MILES WEST OF U.S. HIGHWAY 81,
 MK1942'0.15 MILES SOUTH OF THE MADISON-PLATTE COUNTY LINE, ON ROAD
 MK1942'RIGHT-OF-WAY AND IN THE NORTHWEST 1/4 OF SECTION 1.  T 20 N.
 MK1942'R 2 W.
 MK1942'
 MK1942'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED GERMAN NO
 MK1942'3 1935 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT SHOWS
 MK1942'ABOUT 4 INCHES OF THE MARK ON THE EAST SIDE.  A SUB-SURFACE
 MK1942'REFERENCE MARK DISK WAS SET ALSO AND THE DISK IS STAMPED THE SAME AS
 MK1942'THE SURFACE DISK.  MARK IS 67.4 FEET WEST-SOUTHWEST OF A
 MK1942'METAL WITNESS POST, 32 FEET WEST OF THE CENTER OF A GRAVELED
 MK1942'ROAD, IN A NORTH-SOUTH FENCELINE AND ABOUT 2 FEET LOWER ELEVATION
 MK1942'THAN THE ROAD.
 MK1942'
 MK1942'GERMAN 1935 IS A STANDARD STATION MARK DISK, STAMPED GERMAN 1935,
 MK1942'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 MK1942'SURFACE OF THE GROUND.  ABOUT 6 INCHES OF THE MARK SHOWS ON THE
 MK1942'WEST SIDE OF THE MARK.  A TRAVERSE CONNECTION WAS MADE TO THIS
 MK1942'MARK.
 MK1942'
 MK1942'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAY 91 AND U.S.
 MK1942'HIGHWAY 81 WHICH IS ABOUT 1 MILE NORTHEAST OF THE TOWN OF
 MK1942'HUMPHREY.  GO NORTH ON HIGHWAY 81 FOR 3.0 MILES TO A CROSS ROAD.
 MK1942'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 2.0 MILES TO A SIDE
 MK1942'ROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.1
 MK1942'MILE TO THE TOP OF A RISE AND THE STATION ON THE RIGHT, WEST SIDE
 MK1942'OF THE ROAD.
 MK1942'
 MK1942'HEIGHT OF LIGHT ABOVE STATION MARK 30.35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0459 ***********************************************************************
 LG0459  DESIGNATION -  GG 209
 LG0459  PID         -  LG0459
 LG0459  STATE/COUNTY-  NE/FILLMORE
 LG0459  USGS QUAD   -  EXETER (1969)
 LG0459
 LG0459                         *CURRENT SURVEY CONTROL
 LG0459  ___________________________________________________________________
 LG0459* NAD 83(1986)-  40 38 24.     (N)    097 26 40.     (W)     SCALED    
 LG0459* NAVD 88     -       489.683  (meters)    1606.57   (feet)  ADJUSTED  
 LG0459  ___________________________________________________________________
 LG0459  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 LG0459  DYNAMIC HT  -         489.414 (meters)    1605.69  (feet)  COMP
 LG0459  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 LG0459
 LG0459  VERT ORDER  -  FIRST     CLASS II
 LG0459
 LG0459.The horizontal coordinates were scaled from a topographic map and have
 LG0459.an estimated accuracy of +/- 6 seconds.
 LG0459
 LG0459.The orthometric height was determined by differential leveling
 LG0459.and adjusted by the National Geodetic Survey in June 1991..
 LG0459
 LG0459.The geoid height was determined by GEOID03.
 LG0459
 LG0459.The dynamic height is computed by dividing the NAVD 88
 LG0459.geopotential number by the normal gravity value computed on the
 LG0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0459.degrees latitude (g = 980.6199 gals.).
 LG0459
 LG0459.The modeled gravity was interpolated from observed gravity values.
 LG0459
 LG0459;                    North         East    Units  Estimated Accuracy
 LG0459;SPC NE       -    92,760.      716,100.      MT  (+/- 180 meters Scaled)
 LG0459
 LG0459                          SUPERSEDED SURVEY CONTROL
 LG0459
 LG0459  NGVD 29 (??/??/92)  489.516  (m)         1606.02   (f) ADJ UNCH    1 2
 LG0459
 LG0459.Superseded values are not recommended for survey control.
 LG0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0459.See file dsdata.txt to determine how the superseded data were derived.
 LG0459
 LG0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK315999(NAD 83)
 LG0459_MARKER: DB = BENCH MARK DISK
 LG0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0459_SP_SET: CULVERT
 LG0459_STAMPING: GG 209 1940
 LG0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0459
 LG0459  HISTORY     - Date     Condition        Report By
 LG0459  HISTORY     - 1940     MONUMENTED       CGS
 LG0459  HISTORY     - 1941     GOOD             NGS
 LG0459
 LG0459                          STATION DESCRIPTION
 LG0459
 LG0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LG0459'0.3 MI E FROM EXETER.
 LG0459'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0459'FROM THE STATION AT EXETER, FILLMORE COUNTY, 0.4 MILE SOUTH ALONG
 LG0459'A GRAVEL COUNTY ROAD, AT THE INTERSECTION OF U.S. HIGHWAY 6, 25
 LG0459'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 21 FEET EAST OF THE
 LG0459'CENTERLINE OF THE COUNTY ROAD, 17 FEET SOUTHWEST OF A FENCE
 LG0459'CORNER, AT A CONCRETE CULVERT, AND IN THE TOP OF THE NORTHEAST
 LG0459'HEADWALL.  A STANDARD DISK, STAMPED GG 209 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1274 ***********************************************************************
 LG1274  DESIGNATION -  GG 209 RESET
 LG1274  PID         -  LG1274
 LG1274  STATE/COUNTY-  NE/FILLMORE
 LG1274  USGS QUAD   -  EXETER (1969)
 LG1274
 LG1274                         *CURRENT SURVEY CONTROL
 LG1274  ___________________________________________________________________
 LG1274* NAD 83(1986)-  40 38 26.     (N)    097 26 40.     (W)     SCALED    
 LG1274* NAVD 88     -       489.540  (meters)    1606.10   (feet)  ADJUSTED  
 LG1274  ___________________________________________________________________
 LG1274  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 LG1274  DYNAMIC HT  -         489.270 (meters)    1605.21  (feet)  COMP
 LG1274  MODELED GRAV-     980,059.5   (mgal)                       NAVD 88
 LG1274
 LG1274  VERT ORDER  -  FIRST     CLASS II
 LG1274
 LG1274.The horizontal coordinates were scaled from a topographic map and have
 LG1274.an estimated accuracy of +/- 6 seconds.
 LG1274
 LG1274.The orthometric height was determined by differential leveling
 LG1274.and adjusted by the National Geodetic Survey in May 1993..
 LG1274
 LG1274.The geoid height was determined by GEOID03.
 LG1274
 LG1274.The dynamic height is computed by dividing the NAVD 88
 LG1274.geopotential number by the normal gravity value computed on the
 LG1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1274.degrees latitude (g = 980.6199 gals.).
 LG1274
 LG1274.The modeled gravity was interpolated from observed gravity values.
 LG1274
 LG1274;                    North         East    Units  Estimated Accuracy
 LG1274;SPC NE       -    92,820.      716,100.      MT  (+/- 180 meters Scaled)
 LG1274
 LG1274                          SUPERSEDED SURVEY CONTROL
 LG1274
 LG1274.No superseded survey control is available for this station.
 LG1274
 LG1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL315000(NAD 83)
 LG1274_MARKER: DB = BENCH MARK DISK
 LG1274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG1274_SP_SET: HEADWALL
 LG1274_STAMPING: GG 209 RESET-1961
 LG1274_MARK LOGO: CGS   
 LG1274_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1274+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1274
 LG1274  HISTORY     - Date     Condition        Report By
 LG1274  HISTORY     - 1961     MONUMENTED       CGS
 LG1274  HISTORY     - 19911008 GOOD             NGS
 LG1274
 LG1274                          STATION DESCRIPTION
 LG1274
 LG1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1274'IN EXETER, AT THE INTERSECTION OF U.S. HIGHWAY 6 (SOUTH BOUNDARY
 LG1274'STREET) AND EAST BOUNDARY AVENUE, IN TOP OF AND 0.9 M (3.0 FT) NORTH
 LG1274'OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT, 13.3 M
 LG1274'(43.6 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 4.5 M (14.8 FT) EAST
 LG1274'OF AND LEVEL WITH THE AVENUE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1122 ***********************************************************************
 MK1122  DESIGNATION -  GG 214
 MK1122  PID         -  MK1122
 MK1122  STATE/COUNTY-  NE/PLATTE
 MK1122  USGS QUAD   -  HUMPHREY (1976)
 MK1122
 MK1122                         *CURRENT SURVEY CONTROL
 MK1122  ___________________________________________________________________
 MK1122* NAD 83(1986)-  41 38 25.     (N)    097 29 46.     (W)     SCALED    
 MK1122* NAVD 88     -       509.797  (meters)    1672.56   (feet)  ADJUSTED  
 MK1122  ___________________________________________________________________
 MK1122  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 MK1122  DYNAMIC HT  -         509.574 (meters)    1671.83  (feet)  COMP
 MK1122  MODELED GRAV-     980,169.3   (mgal)                       NAVD 88
 MK1122
 MK1122  VERT ORDER  -  FIRST     CLASS II
 MK1122
 MK1122.The horizontal coordinates were scaled from a topographic map and have
 MK1122.an estimated accuracy of +/- 6 seconds.
 MK1122
 MK1122.The orthometric height was determined by differential leveling
 MK1122.and adjusted by the National Geodetic Survey in June 1991..
 MK1122
 MK1122.The geoid height was determined by GEOID03.
 MK1122
 MK1122.The dynamic height is computed by dividing the NAVD 88
 MK1122.geopotential number by the normal gravity value computed on the
 MK1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1122.degrees latitude (g = 980.6199 gals.).
 MK1122
 MK1122.The modeled gravity was interpolated from observed gravity values.
 MK1122
 MK1122;                    North         East    Units  Estimated Accuracy
 MK1122;SPC NE       -   203,640.      708,510.      MT  (+/- 180 meters Scaled)
 MK1122
 MK1122                          SUPERSEDED SURVEY CONTROL
 MK1122
 MK1122  NGVD 29 (??/??/92)  509.602  (m)         1671.92   (f) ADJ UNCH    1 2
 MK1122
 MK1122.Superseded values are not recommended for survey control.
 MK1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1122.See file dsdata.txt to determine how the superseded data were derived.
 MK1122
 MK1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM252109(NAD 83)
 MK1122_MARKER: DB = BENCH MARK DISK
 MK1122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1122_SP_SET: CULVERT HEADWALL
 MK1122_STAMPING: GG 214 1940
 MK1122_MARK LOGO: CGS   
 MK1122_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1122+STABILITY: SURFACE MOTION
 MK1122
 MK1122  HISTORY     - Date     Condition        Report By
 MK1122  HISTORY     - 1940     MONUMENTED       CGS
 MK1122  HISTORY     - 19911018 GOOD             NEDR
 MK1122
 MK1122                          STATION DESCRIPTION
 MK1122
 MK1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1122'1.7 MI N FROM TARNOV.
 MK1122'1.7 MILES NORTH ALONG UNION PACIFIC RR. FROM STATION.  ALONG
 MK1122'RIGHT-OF-WAY OF UNION PACIFIC RR.  0.1 MILE SOUTH OF INTERSECTION
 MK1122'OF ROAD AND TRACK.  15 FEET WEST OF CENTER LINE OF TRACK.  4.0
 MK1122'FEET BELOW LEVEL OF TRACK.  SET FLUSH AND HORIZONTALLY IN
 MK1122'TOP OF WEST END OF CONCRETE HEADWALL OF RAILROAD CULVERT.  NO
 MK1122'WOODEN POST SET, CULVERT ACTS AS LANDMARK.
 MK1122
 MK1122                          STATION RECOVERY (1991)
 MK1122
 MK1122'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MK1122'TO REACH FROM THE ENTRANCE TO SAINT MICHAELS CHURCH IN TARNOV, GO
 MK1122'NORTH ON A COUNTY ROAD FOR 1.85 MI, (2.98 KM) TURN RIGHT AND GO EAST
 MK1122'FOR 0.45 MI (0.72 KM) TO A RAILROAD CROSSING, THEN 0.1 MI (0.2 KM)
 MK1122'SOUTH ALONG THE TRACK TO THE MARK, IN THE TOP OF THE WEST HEADWALL OF
 MK1122'A CULVERT, 15.0 FT (4.6 M) WEST OF THE CENTERLINE OF THE TRACK, 2.0 FT
 MK1122'(0.6 M) SOUTH OF A FIBERGLASS WITNESS POST AND ABOUT 4 FT (1.2 M)
 MK1122'LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0021 ***********************************************************************
 LH0021  DESIGNATION -  GG 250
 LH0021  PID         -  LH0021
 LH0021  STATE/COUNTY-  NE/ADAMS
 LH0021  USGS QUAD   -  HASTINGS WEST (1983)
 LH0021
 LH0021                         *CURRENT SURVEY CONTROL
 LH0021  ___________________________________________________________________
 LH0021* NAD 83(1986)-  40 34 59.     (N)    098 23 33.     (W)     SCALED    
 LH0021* NAVD 88     -       589.673  (meters)    1934.62   (feet)  ADJUSTED  
 LH0021  ___________________________________________________________________
 LH0021  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 LH0021  DYNAMIC HT  -         589.343 (meters)    1933.54  (feet)  COMP
 LH0021  MODELED GRAV-     980,046.6   (mgal)                       NAVD 88
 LH0021
 LH0021  VERT ORDER  -  FIRST     CLASS II
 LH0021
 LH0021.The horizontal coordinates were scaled from a topographic map and have
 LH0021.an estimated accuracy of +/- 6 seconds.
 LH0021
 LH0021.The orthometric height was determined by differential leveling
 LH0021.and adjusted by the National Geodetic Survey in May 1993..
 LH0021
 LH0021.The geoid height was determined by GEOID03.
 LH0021
 LH0021.The dynamic height is computed by dividing the NAVD 88
 LH0021.geopotential number by the normal gravity value computed on the
 LH0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0021.degrees latitude (g = 980.6199 gals.).
 LH0021
 LH0021.The modeled gravity was interpolated from observed gravity values.
 LH0021
 LH0021;                    North         East    Units  Estimated Accuracy
 LH0021;SPC NE       -    84,510.      636,060.      MT  (+/- 180 meters Scaled)
 LH0021
 LH0021                          SUPERSEDED SURVEY CONTROL
 LH0021
 LH0021  NAVD 88 (06/15/91)  589.649  (m)         1934.54   (f) UNKNOWN     1 2
 LH0021  NGVD 29 (??/??/92)  589.419  (m)         1933.79   (f) ADJ UNCH    1 2
 LH0021
 LH0021.Superseded values are not recommended for survey control.
 LH0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0021.See file dsdata.txt to determine how the superseded data were derived.
 LH0021
 LH0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK514926(NAD 83)
 LH0021_MARKER: DB = BENCH MARK DISK
 LH0021_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH0021_SP_SET: OVERPASS ABUTMENT
 LH0021_STAMPING: GG 250 1947
 LH0021_MARK LOGO: CGS   
 LH0021_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0021+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH0021
 LH0021  HISTORY     - Date     Condition        Report By
 LH0021  HISTORY     - 1947     MONUMENTED       CGS
 LH0021  HISTORY     - 19910925 GOOD             NGS
 LH0021  HISTORY     - 19961122 GOOD             NEDR
 LH0021
 LH0021                          STATION DESCRIPTION
 LH0021
 LH0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0021'0.3 MI W FROM HASTINGS.
 LH0021'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0021'FROM THE STATION AT HASTINGS, IN TOP OF THE SOUTH CORNER OF THE
 LH0021'EAST ABUTMENT OF RAILROAD OVERPASS NO. 156.42, WHICH IS AT THE
 LH0021'POINT WHERE U.S. HIGHWAY NO. 281 GOES UNDER THE RAILROAD.
 LH0021
 LH0021                          STATION RECOVERY (1991)
 LH0021
 LH0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0021'IN HASTINGS, AT THE INTERSECTION OF U.S. HIGHWAY 281 AND THE
 LH0021'BURLINGTON NORTHERN RAILROAD, 0.3 M (1.0 FT) NORTH OF THE SOUTH END
 LH0021'OF THE EAST ABUTMENT OF A RAILROAD OVERPASS OF THE HIGHWAY, 9.5 M
 LH0021'(31.2 FT) EAST OF THE CENTER OF THE HIGHWAY, 5.6 M (18.4 FT) SOUTH OF
 LH0021'THE NEAR RAIL OF THE MAIN TRACK, AND LEVEL WITH THE TRACK.
 LH0021
 LH0021                          STATION RECOVERY (1996)
 LH0021
 LH0021'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (TWR)
 LH0021'RECOVERED IN GOOD CONDITION BUT HAD TO BE MOVED DUE TO CONSTRUCTION. A
 LH0021'RESET BENCH MARK WAS ESTABLISHED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9625 ***********************************************************************
 AG9625  DESIGNATION -  GG 250 RESET
 AG9625  PID         -  AG9625
 AG9625  STATE/COUNTY-  NE/ADAMS
 AG9625  USGS QUAD   -  HASTINGS WEST (1983)
 AG9625
 AG9625                         *CURRENT SURVEY CONTROL
 AG9625  ___________________________________________________________________
 AG9625* NAD 83(1986)-  40 34 59.     (N)    098 23 33.     (W)     SCALED    
 AG9625* NAVD 88     -       589.54   (meters)    1934.2    (feet)  RESET     
 AG9625  ___________________________________________________________________
 AG9625  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AG9625
 AG9625  VERT ORDER  -  THIRD
 AG9625
 AG9625.The horizontal coordinates were scaled from a topographic map and have
 AG9625.an estimated accuracy of +/- 6 seconds.
 AG9625
 AG9625.The orthometric height was computed from unverified reset data.
 AG9625
 AG9625.The geoid height was determined by GEOID03.
 AG9625
 AG9625;                    North         East    Units  Estimated Accuracy
 AG9625;SPC NE       -    84,510.      636,060.      MT  (+/- 180 meters Scaled)
 AG9625
 AG9625                          SUPERSEDED SURVEY CONTROL
 AG9625
 AG9625.No superseded survey control is available for this station.
 AG9625
 AG9625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK514926(NAD 83)
 AG9625_MARKER: DV = VERTICAL CONTROL DISK
 AG9625_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9625_SP_SET: UNDERPASS ABUTMENT
 AG9625_STAMPING: GG 250 RESET 1996
 AG9625_MARK LOGO: NGS   
 AG9625_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9625+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9625
 AG9625  HISTORY     - Date     Condition        Report By
 AG9625  HISTORY     - 1996     MONUMENTED       NEDR
 AG9625
 AG9625                          STATION DESCRIPTION
 AG9625
 AG9625'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1996 (TWR)
 AG9625'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 6 AND 281 AT J STREET AND
 AG9625'BURLINGTON AVENUE, IN HASTINGS, GO NORTH ON BURLINGTON AVENUE AND
 AG9625'HIGHWAY 281 FOR 1.07 MI (1.72 KM) TO THE MARK ON THE EAST RIGHT-OF-WAY
 AG9625'OF THE HIGHWAY, NEAR THE SE CORNER OF SEC11, T7N, R10W AT HIGHWAY
 AG9625'MILEPOST 46+17 AND HIGHWAY STATIONING NUMBERED 110+91. THE DISK IS
 AG9625'CEMENTED INTO A DRILLED HOLE IN THE TOP OF THE SOUTHEAST CORNER OF THE
 AG9625'ABUTMENT OF A RAILROAD UNDERPASS.  IT IS 127.25 FT (38.79 M) WEST OF
 AG9625'THE TOP, NORTHWEST BOLT IN CONCRETE BASE OF RAILROAD TRACK SIGNAL ARM,
 AG9625'101.63 FT (30.98 M) NORTH-NORTHWEST OF A NEDR BRASS CAP IN THE SOUTH
 AG9625'END OF A PUMP HOUSE, 70.17 FT (21.39 M) NORTH OF THE TOP, NORTH
 AG9625'CONCRETE BASE FOR A LIGHT POLE, 49.0 FT (14.9 M) EAST OF THE
 AG9625'CENTERLINE OF THE HIGHWAY AND 8.92 FT (2.72 M) SOUTH OF THE TOP CENTER
 AG9625'OF THE SOUTHERNMOST TRACK OF THE SOUTHERNMOST SET OF RAILROAD TRACKS.
 AG9625'ALL DISTANCES ARE MEASURED SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4158 ***********************************************************************
 AB4158  SACS        -  This is a Secondary Airport Control Station.
 AB4158  DESIGNATION -  GGF A
 AB4158  PID         -  AB4158
 AB4158  STATE/COUNTY-  NE/PERKINS
 AB4158  USGS QUAD   -  GRANT (1973)
 AB4158
 AB4158                         *CURRENT SURVEY CONTROL
 AB4158  ___________________________________________________________________
 AB4158* NAD 83(1995)-  40 51 52.06985(N)    101 43 44.80431(W)     ADJUSTED  
 AB4158* NAVD 88     -      1043.01   (meters)    3421.9    (feet)  GPS OBS   
 AB4158  ___________________________________________________________________
 AB4158  X           -    -982,114.671 (meters)                     COMP
 AB4158  Y           -  -4,730,347.204 (meters)                     COMP
 AB4158  Z           -   4,151,720.278 (meters)                     COMP
 AB4158  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 AB4158  ELLIP HEIGHT-        1021.54  (meters)          (12/18/01) GPS OBS
 AB4158  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 AB4158
 AB4158  HORZ ORDER  -  FIRST
 AB4158  ELLP ORDER  -  FOURTH    CLASS I
 AB4158
 AB4158.This mark is at Grant Municipal Airport (GGF)
 AB4158
 AB4158.The horizontal coordinates were established by GPS observations
 AB4158.and adjusted by the National Geodetic Survey in August 1998..
 AB4158
 AB4158.The orthometric height was determined by GPS observations and a
 AB4158.high-resolution geoid model.
 AB4158
 AB4158.GPS derived orthometric heights for airport stations designated as
 AB4158.PACS or SACS are published to 2 decimal places.  This maintains
 AB4158.centimeter relative accuracy between the PACS and SACS.  It does
 AB4158.not indicate centimeter accuracy relative to other marks which are
 AB4158.part of the NAVD 88 network.
 AB4158
 AB4158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4158
 AB4158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4158
 AB4158.The ellipsoidal height was determined by GPS observations
 AB4158.and is referenced to NAD 83.
 AB4158
 AB4158.The geoid height was determined by GEOID03.
 AB4158
 AB4158;                    North         East     Units Scale Factor Converg.
 AB4158;SPC NE       -   115,940.924   354,273.630   MT  0.99972080   -1 08 45.2
 AB4158;UTM  14      - 4,527,296.870   269,995.273   MT  1.00025118   -1 47 10.9
 AB4158
 AB4158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4158!SPC NE       -   0.99983978  x   0.99972080  =   0.99956063
 AB4158!UTM  14      -   0.99983978  x   1.00025118  =   1.00009092
 AB4158
 AB4158                          SUPERSEDED SURVEY CONTROL
 AB4158
 AB4158  ELLIP H (08/21/98) 1021.58   (m)                       GP(       ) 4 1
 AB4158
 AB4158.Superseded values are not recommended for survey control.
 AB4158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4158.See file dsdata.txt to determine how the superseded data were derived.
 AB4158
 AB4158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6999527297(NAD 83)
 AB4158_MARKER: DD = SURVEY DISK
 AB4158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4158_STAMPING: GGF A 1995
 AB4158_MARK LOGO: NGS   
 AB4158_PROJECTION: FLUSH
 AB4158_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4158+STABILITY: SURFACE MOTION
 AB4158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4158+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2004
 AB4158_ROD/PIPE-DEPTH: 1    meters
 AB4158
 AB4158  HISTORY     - Date     Condition        Report By
 AB4158  HISTORY     - 1995     MONUMENTED       NGS
 AB4158  HISTORY     - 19970802 GOOD             NGS
 AB4158  HISTORY     - 20040902 GOOD             NDA
 AB4158
 AB4158                          STATION DESCRIPTION
 AB4158
 AB4158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4158'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTH OF OGALLALA, 2.0
 AB4158'MI (3.2 KM) NORTH OF GRANT, AT THE GRANT MUNICIPAL AIRPORT, NEAR THE
 AB4158'PERIMETER FENCE AT THE SOUTH END OF THE AIRPORT.  OWNERSHIP--CITY OF
 AB4158'GRANT, 342 CENTRAL AVE, GRANT NE 69140.  AIRPORT MANAGER - LEO PORTER,
 AB4158'JR, PHONE (308) 352-2223.  TO REACH THE STATION FROM THE JUNCTION OF
 AB4158'STATE HIGHWAYS 23 AND 61 NORTH IN GRANT, GO NORTH ON STATE HIGHWAY 61
 AB4158'FOR 2.25 MI (3.62 KM) TO A ROAD LEFT, TURN LEFT AND GO WEST THEN
 AB4158'SOUTHEAST FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.3 MI (0.5 KM) TO
 AB4158'THE APRON ON THE RIGHT, TURN RIGHT AND GO WEST-SOUTHWEST ON THE APRON
 AB4158'THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT
 AB4158'AND GO SOUTH-SOUTHEAST ON THE RUNWAY FOR 0.35 MI (0.56 KM) TO THE
 AB4158'PAVEMENT END, BEAR RIGHT AND GO SOUTH ACROSS THE GRASS FOR 269 FT
 AB4158'(82.0 M) TO THE STATION ON TOP OF A SMALL RISE.  THE STATION IS THE
 AB4158'CENTER OF A 5 CM DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO
 AB4158'PIPE ENCASED IN A 13 CM PVC PIPE WITH A LOGO CAP. THE LOGO CAP AND
 AB4158'CONCRETE ARE FLUSH WITH GROUND.  THREE CIRCULAR PRONGS EXTEND FROM THE
 AB4158'BOTTOM OF THE FENO PIPE.  LOCATED 269.6 FT (82.2 M) SOUTH OF THE
 AB4158'RUNWAY CENTER AT THE PAVEMENT END, 92.7 FT (28.3 M) EAST OF A CORNER
 AB4158'POST, 37.0 FT (11.3 M) SOUTH-SOUTHWEST OF THE BOTTOM OF A SHALLOW
 AB4158'DITCH AND 9.2 FT (2.8 M) NORTH OF A FENCE LINE WITH A WITNESS POST.
 AB4158'THIS STATION TO BE USED AS SACS.
 AB4158
 AB4158                          STATION RECOVERY (1997)
 AB4158
 AB4158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997
 AB4158'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE AIRPORT
 AB4158'MANAGER IS ED MARTEENS.  ADDRESS AND PHONE NUMBER IS THE SAME.
 AB4158
 AB4158                          STATION RECOVERY (2004)
 AB4158
 AB4158'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (BJS)
 AB4158'CONTACT CITY ADMINISTRATOR 308-352-2100  EMAIL GRANT(AT SIGN)GPCOM.NET
 AB4158'P.O. BOX 614
 AB4158'NEW CITY ADMINISTRATOR AND AIRPORT MANAGER EXPECTED IN SEPTEMBER 2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1271 ***********************************************************************
 LH1271  DESIGNATION -  GIBBON ELEVATOR
 LH1271  PID         -  LH1271
 LH1271  STATE/COUNTY-  NE/ADAMS
 LH1271  USGS QUAD   -  GIBBON SOUTH (1993)
 LH1271
 LH1271                         *CURRENT SURVEY CONTROL
 LH1271  ___________________________________________________________________
 LH1271* NAD 83(1995)-  40 44 57.89163(N)    098 50 42.24434(W)     ADJUSTED  
 LH1271* NAVD 88     -                                                        
 LH1271  ___________________________________________________________________
 LH1271  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 LH1271  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH1271
 LH1271  HORZ ORDER  -  THIRD
 LH1271
 LH1271.The horizontal coordinates were established by classical geodetic methods
 LH1271.and adjusted by the National Geodetic Survey in August 1997..
 LH1271
 LH1271
 LH1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1271
 LH1271.The geoid height was determined by GEOID03.
 LH1271
 LH1271;                    North         East     Units Scale Factor Converg.
 LH1271;SPC NE       -   102,362.097   597,509.743   MT  0.99974506   +0 45 55.3
 LH1271;UTM  14      - 4,510,951.826   513,079.255   MT  0.99960211   +0 06 04.1
 LH1271
 LH1271                          SUPERSEDED SURVEY CONTROL
 LH1271
 LH1271  NAD 83(1986)-  40 44 57.89951(N)    098 50 42.24498(W) AD(       ) 4
 LH1271  NAD 27      -  40 44 57.85000(N)    098 50 40.96100(W) AD(       ) 3
 LH1271
 LH1271.Superseded values are not recommended for survey control.
 LH1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1271.See file dsdata.txt to determine how the superseded data were derived.
 LH1271
 LH1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1307910952(NAD 83)
 LH1271_MARKER: 65 = GRAIN ELEVATOR
 LH1271
 LH1271  HISTORY     - Date     Condition        Report By
 LH1271  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1271
 LH1271                          STATION DESCRIPTION
 LH1271
 LH1271'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1276 ***********************************************************************
 LH1276  DESIGNATION -  GIBBON MUNICIPAL TANK
 LH1276  PID         -  LH1276
 LH1276  STATE/COUNTY-  NE/BUFFALO
 LH1276  USGS QUAD   -  GIBBON SOUTH (1993)
 LH1276
 LH1276                         *CURRENT SURVEY CONTROL
 LH1276  ___________________________________________________________________
 LH1276* NAD 83(1995)-  40 44 50.88757(N)    098 50 43.02031(W)     ADJUSTED  
 LH1276* NAVD 88     -                                                        
 LH1276  ___________________________________________________________________
 LH1276  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 LH1276  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH1276
 LH1276  HORZ ORDER  -  THIRD
 LH1276
 LH1276.The horizontal coordinates were established by classical geodetic methods
 LH1276.and adjusted by the National Geodetic Survey in August 1997..
 LH1276
 LH1276
 LH1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1276
 LH1276.The geoid height was determined by GEOID03.
 LH1276
 LH1276;                    North         East     Units Scale Factor Converg.
 LH1276;SPC NE       -   102,145.874   597,494.431   MT  0.99974551   +0 45 54.8
 LH1276;UTM  14      - 4,510,735.826   513,061.439   MT  0.99960210   +0 06 03.6
 LH1276
 LH1276                          SUPERSEDED SURVEY CONTROL
 LH1276
 LH1276  NAD 83(1986)-  40 44 50.89510(N)    098 50 43.02033(W) AD(       ) 4
 LH1276  NAD 27      -  40 44 50.84060(N)    098 50 41.74560(W) AD(       ) 3
 LH1276
 LH1276.Superseded values are not recommended for survey control.
 LH1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1276.See file dsdata.txt to determine how the superseded data were derived.
 LH1276
 LH1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1306110736(NAD 83)
 LH1276_MARKER: 53 = ELEVATED TANK
 LH1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1276+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1989
 LH1276
 LH1276  HISTORY     - Date     Condition        Report By
 LH1276  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1276  HISTORY     - 1950     GOOD             CGS
 LH1276  HISTORY     - 1959     GOOD             CGS
 LH1276  HISTORY     - 19890510 GOOD             NGS
 LH1276  HISTORY     - 20020808 GOOD             USPSQD
 LH1276
 LH1276                          STATION DESCRIPTION
 LH1276
 LH1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1276'THE STATION IS LOCATED IN THE SMALL TOWN OF GIBBON, AND
 LH1276'IMMEDIATELY BEHIND THE FIRE HOUSE.  IT IS ABOUT 115 FEET HIGH,
 LH1276'PAINTED SILVER, HAS FOUR LEGS, OF STEEL CONSTRUCTION, HAS
 LH1276'GIBBON STENCILED ON THE SIDE OF THE BOWL AND HAS A BALL ON TOP.
 LH1276'
 LH1276'THE POINT INTERSECTED WAS THE BALL FINIAL.
 LH1276
 LH1276                          STATION RECOVERY (1950)
 LH1276
 LH1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1276'RECOVERED IN GOOD CONDITION.
 LH1276
 LH1276                          STATION RECOVERY (1959)
 LH1276
 LH1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1276'STATION WAS RECOVERED AS DESCRIBED IN 1950.  THIS IS THE
 LH1276'SAME TANK THAT WAS OBSERVED IN 1950.
 LH1276
 LH1276                          STATION RECOVERY (1989)
 LH1276
 LH1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1276'RECOVERED IN GOOD CONDITION.
 LH1276
 LH1276                          STATION RECOVERY (2002)
 LH1276
 LH1276'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LH1276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1275 ***********************************************************************
 LH1275  DESIGNATION -  GIBBON R R WINDMILL
 LH1275  PID         -  LH1275
 LH1275  STATE/COUNTY-  NE/ADAMS
 LH1275  USGS QUAD   -  GIBBON SOUTH (1993)
 LH1275
 LH1275                         *CURRENT SURVEY CONTROL
 LH1275  ___________________________________________________________________
 LH1275* NAD 83(1995)-  40 44 58.56683(N)    098 50 43.43975(W)     ADJUSTED  
 LH1275* NAVD 88     -                                                        
 LH1275  ___________________________________________________________________
 LH1275  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 LH1275  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 LH1275
 LH1275  HORZ ORDER  -  THIRD
 LH1275
 LH1275.The horizontal coordinates were established by classical geodetic methods
 LH1275.and adjusted by the National Geodetic Survey in August 1997..
 LH1275
 LH1275
 LH1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1275
 LH1275.The geoid height was determined by GEOID03.
 LH1275
 LH1275;                    North         East     Units Scale Factor Converg.
 LH1275;SPC NE       -   102,382.543   597,481.432   MT  0.99974502   +0 45 54.5
 LH1275;UTM  14      - 4,510,972.596   513,051.186   MT  0.99960210   +0 06 03.3
 LH1275
 LH1275                          SUPERSEDED SURVEY CONTROL
 LH1275
 LH1275  NAD 83(1986)-  40 44 58.57472(N)    098 50 43.44040(W) AD(       ) 4
 LH1275  NAD 27      -  40 44 58.52400(N)    098 50 42.15700(W) AD(       ) 3
 LH1275
 LH1275.Superseded values are not recommended for survey control.
 LH1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1275.See file dsdata.txt to determine how the superseded data were derived.
 LH1275
 LH1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1305110973(NAD 83)
 LH1275_MARKER: 66 = WINDMILL
 LH1275
 LH1275  HISTORY     - Date     Condition        Report By
 LH1275  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1275
 LH1275                          STATION DESCRIPTION
 LH1275
 LH1275'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0884 ***********************************************************************
 NM0884  DESIGNATION -  GIBBS
 NM0884  PID         -  NM0884
 NM0884  STATE/COUNTY-  NE/DIXON
 NM0884  USGS QUAD   -  BURBANK (1994)
 NM0884
 NM0884                         *CURRENT SURVEY CONTROL
 NM0884  ___________________________________________________________________
 NM0884* NAD 83(1995)-  42 41 38.57935(N)    096 50 54.19909(W)     ADJUSTED  
 NM0884* NAVD 88     -       423.871  (meters)    1390.65   (feet)  ADJUSTED  
 NM0884  ___________________________________________________________________
 NM0884  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 NM0884  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM0884  DYNAMIC HT  -         423.745 (meters)    1390.24  (feet)  COMP
 NM0884  MODELED GRAV-     980,310.5   (mgal)                       NAVD 88
 NM0884
 NM0884  HORZ ORDER  -  THIRD
 NM0884  VERT ORDER  -  SECOND    CLASS 0
 NM0884
 NM0884.The horizontal coordinates were established by classical geodetic methods
 NM0884.and adjusted by the National Geodetic Survey in August 1997..
 NM0884
 NM0884.The orthometric height was determined by differential leveling
 NM0884.and adjusted by the National Geodetic Survey in June 1991..
 NM0884
 NM0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0884
 NM0884.The geoid height was determined by GEOID03.
 NM0884
 NM0884.The dynamic height is computed by dividing the NAVD 88
 NM0884.geopotential number by the normal gravity value computed on the
 NM0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0884.degrees latitude (g = 980.6199 gals.).
 NM0884
 NM0884.The modeled gravity was interpolated from observed gravity values.
 NM0884
 NM0884;                    North         East     Units Scale Factor Converg.
 NM0884;SPC NE       -   322,341.445   758,167.115   MT  0.99987412   +2 05 18.8
 NM0884;SPC SD S     -    46,063.817   885,498.053   MT  1.00003588   +2 24 14.7
 NM0884;SPC SD S     -   151,127.71  2,905,171.53   sFT  1.00003588   +2 24 14.7
 NM0884;UTM  14      - 4,729,084.956   676,245.316   MT  0.99998217   +1 27 33.6
 NM0884
 NM0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0884!SPC NE       -   0.99993752  x   0.99987412  =   0.99981165
 NM0884!SPC SD S     -   0.99993752  x   1.00003588  =   0.99997340
 NM0884!UTM  14      -   0.99993752  x   0.99998217  =   0.99991970
 NM0884
 NM0884|---------------------------------------------------------------------|
 NM0884| PID    Reference Object                     Distance      Geod. Az  |
 NM0884|                                                           dddmmss.s |
 NM0884| NM0883 GIBBS RM 1                                         02306     |
 NM0884| NM1841 ELK POINT MUNICIPAL TANK            APPROX.13.2 KM 0932620.5 |
 NM0884| NM0885 GIBBS RM 2                                         17824     |
 NM0884| NM0886 GIBBS AZ MK                                        2830252.8 |
 NM0884| NM1853 VERMILLION TANK                     APPROX.11.6 KM 3231015.5 |
 NM0884|---------------------------------------------------------------------|
 NM0884
 NM0884                          SUPERSEDED SURVEY CONTROL
 NM0884
 NM0884  NAD 83(1986)-  42 41 38.58370(N)    096 50 54.19284(W) AD(       ) 3
 NM0884  NAD 27      -  42 41 38.58600(N)    096 50 53.03800(W) AD(       ) 3
 NM0884  NGVD 29 (??/??/92)  423.688  (m)         1390.05   (f) ADJ UNCH    2 0
 NM0884
 NM0884.Superseded values are not recommended for survey control.
 NM0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0884.See file dsdata.txt to determine how the superseded data were derived.
 NM0884
 NM0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN7624529085(NAD 83)
 NM0884_MARKER: DS = TRIANGULATION STATION DISK
 NM0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0884_STAMPING: GIBBS 1948
 NM0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0884+STABILITY: SURFACE MOTION
 NM0884
 NM0884  HISTORY     - Date     Condition        Report By
 NM0884  HISTORY     - 1948     MONUMENTED       CGS
 NM0884  HISTORY     - 1949     GOOD             NGS
 NM0884
 NM0884                          STATION DESCRIPTION
 NM0884
 NM0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0884'STATION IS LOCATED ON A GRASSY KNOLL ABOUT 1.5 MILES EAST,
 NM0884'AND 3.0 MILES NORTH OF NEWCASTLE, ON LAND OWNED BY THE GIBBS
 NM0884'ESTATE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NM0884'GIBBS 1948.
 NM0884'
 NM0884'REFERENCE MARK NO. 1 IS 60.85 FEET (SLOPE) NORTH OF THE
 NM0884'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NM0884'GIBBS NO 1 1948.
 NM0884'
 NM0884'REFERENCE MARK NO. 2 IS 53.56 FEET (SLOPE) SOUTH OF THE STATION.
 NM0884'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GIBBS
 NM0884'NO 2 1948.
 NM0884'
 NM0884'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION, 63
 NM0884'FEET EAST OF A WOODEN BRIDGE, 17 FEET SOUTH OF THE CENTERLINE
 NM0884'OF THE ROAD, AND 2 FEET EAST OF A WITNESS POST.  THE MARK
 NM0884'PROJECTS 4 INCHES AND THE DISK IS STAMPED GIBBS 1948.
 NM0884'
 NM0884'TO REACH FROM THE POST OFFICE IN NEWCASTLE, GO EAST 0.1 MILE
 NM0884'TO A T ROAD LEFT JUST AFTER CROSSING SMALL BRIDGE, TURN LEFT
 NM0884'(NORTH) FOR 2.2 MILE TO A FORK, TAKE LEFT FORK FOR 0.85 MILE
 NM0884'TO A T ROAD INTERSECTION, TURN RIGHT FOR 0.05 MILE TO THE
 NM0884'AZIMUTH MARK ON THE RIGHT JUST AFTER CROSSING WOODEN BRIDGE,
 NM0884'CONTINUE ON 0.05 MILE TO A T ROAD LEFT, CONTINUE ON STRAIGHT
 NM0884'AHEAD (EAST) FOR 0.15 MILE TO AN OPENING IN FENCE TO A HAY
 NM0884'FIELD ON THE RIGHT, TURN RIGHT ACROSS HAY FIELD (SOUTHEAST)
 NM0884'TO A SADDLE AND TELEPHONE LINE, TURN LEFT TO TOP OF RIDGE,
 NM0884'THEN SHARP LEFT ALONG RIDGE TO HIGHEST POINT AND THE STATION,
 NM0884'A DISTANCE OF 0.15 MILE FROM THE ROAD.
 NM0884'
 NM0884'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM0884
 NM0884                          STATION RECOVERY (1949)
 NM0884
 NM0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0884'3.5 MI N FROM NEWCASTLE.
 NM0884'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST
 NM0884'CORNER OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 0.25 MILE
 NM0884'EAST ALONG A GRADED DIRT ROAD, THENCE 0.05 MILE SOUTH THROUGH
 NM0884'A HAY FIELD TO A TELEPHONE LINE, THENCE 0.1 MILE EAST ALONG A
 NM0884'TELEPHONE LINE TO THE TOP OF A HILL AND THE VICINITY OF THE MARK,
 NM0884'177.0 FEET NORTH OF A TELEPHONE LINE, 2.0 FEET SOUTH OF A REFERENCE
 NM0884'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 NM0884'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0441 ***********************************************************************
 MM0441  DESIGNATION -  GIBBS
 MM0441  PID         -  MM0441
 MM0441  STATE/COUNTY-  NE/HOOKER
 MM0441  USGS QUAD   -  SHIMMINS LAKE (1985)
 MM0441
 MM0441                         *CURRENT SURVEY CONTROL
 MM0441  ___________________________________________________________________
 MM0441* NAD 83(1995)-  41 45 31.47885(N)    100 54 52.56644(W)     ADJUSTED  
 MM0441* NAVD 88     -      1086.9    (meters)    3566.     (feet)  VERTCON   
 MM0441  ___________________________________________________________________
 MM0441  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 MM0441  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 MM0441
 MM0441  HORZ ORDER  -  FIRST
 MM0441
 MM0441.The horizontal coordinates were established by classical geodetic methods
 MM0441.and adjusted by the National Geodetic Survey in August 1997..
 MM0441
 MM0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0441
 MM0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0441
 MM0441.The geoid height was determined by GEOID03.
 MM0441
 MM0441;                    North         East     Units Scale Factor Converg.
 MM0441;SPC NE       -   214,172.203   423,965.643   MT  0.99966831   -0 36 22.0
 MM0441;UTM  14      - 4,624,761.869   340,836.311   MT  0.99991175   -1 16 31.4
 MM0441
 MM0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0441!SPC NE       -   0.99983287  x   0.99966831  =   0.99950123
 MM0441!UTM  14      -   0.99983287  x   0.99991175  =   0.99974463
 MM0441
 MM0441|---------------------------------------------------------------------|
 MM0441| PID    Reference Object                     Distance      Geod. Az  |
 MM0441|                                                           dddmmss.s |
 MM0441| CN8594 GIBBS RM 1                           16.666 METERS 09215     |
 MM0441| CN8597 GIBBS RM 4 AZIMUTH                                 2093926.0 |
 MM0441| CN8595 GIBBS RM 2                           44.373 METERS 24857     |
 MM0441| CN8596 GIBBS RM 3 AZIMUTH                                 30230     |
 MM0441|---------------------------------------------------------------------|
 MM0441
 MM0441                          SUPERSEDED SURVEY CONTROL
 MM0441
 MM0441  NAD 83(1986)-  41 45 31.48220(N)    100 54 52.57256(W) AD(       ) 1
 MM0441  NAD 27      -  41 45 31.49900(N)    100 54 51.02300(W) AD(       ) 1
 MM0441  NGVD 29 (07/19/86) 1086.6    (m)         3565.     (f) VERT ANG       
 MM0441
 MM0441.Superseded values are not recommended for survey control.
 MM0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0441.See file dsdata.txt to determine how the superseded data were derived.
 MM0441
 MM0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM4083624762(NAD 83)
 MM0441_MARKER: DS = TRIANGULATION STATION DISK
 MM0441_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MM0441_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 MM0441
 MM0441  HISTORY     - Date     Condition        Report By
 MM0441  HISTORY     - 1933     MONUMENTED       CGS
 MM0441  HISTORY     - 1973     GOOD             NGS
 MM0441
 MM0441                          STATION DESCRIPTION
 MM0441
 MM0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0441'ABOUT 20 MILES EAST OF SOUTH OF MULLEN AND 15 MILES EAST OF
 MM0441'NORTH OF TRYON IN SEC. 28, T. 21 N., R. 31 W., ON A HIGH SAND
 MM0441'HILL IN PASTURE OWNED BY H.L. GIBBS, WHO LIVES AT EAST BASE
 MM0441'OF HILL.
 MM0441'
 MM0441'REACHED FROM MULLEN BY G.P. HIGHWAY SOUTH 14.2 MILES TO DISMAL
 MM0441'RIVER BRIDGE.  THENCE CONTINUE SOUTH ON G.P. HIGHWAY 6.0 MILES
 MM0441'TO A WELL-TRAVELED LEFT FORK LEADING TO OLD DUNWELL POST OFFICE.
 MM0441'FOLLOW THIS ROAD EAST, KEEPING LEFT FORK AT 1.25, 1.85 MILES
 MM0441'TO THE SHIMMINS RANCH.  KEEP STRAIGHT EAST, SOUTH OF HOUSE, AND
 MM0441'FOLLOW SAND TRAIL SOUTHEAST 1.8 MILES TO FORK.  KEEP RIGHT
 MM0441'FORK 0.25 MILE AND KEEP RIGHT FORK 1.09 MILES TO SUMMIT OF
 MM0441'LONG GRADE.  STATION IS ABOUT 0.4 MILE SOUTHWEST OF THIS
 MM0441'POINT.
 MM0441'
 MM0441'REFERENCE MARK NO. 1 IS NORTH BY EAST OF STATION, REFERENCE
 MM0441'MARK NO. 2 IS WEST BY SOUTH OF STATION AND REFERENCE MARK NO.
 MM0441'3 (AZIMUTH) IS NORTHWEST OF STATION IN VALLEY WEST OF STATION,
 MM0441'SOUTH OF ROAD TO SHIMMINS HOUSE.  STATION IS APPROXIMATELY
 MM0441'3.0 MILES SOUTHEAST OF SHIMMINS RANCH ON HIGHEST POINT OF
 MM0441'FIRST, HIGHEST, ROUND-TOPPED HILL.
 MM0441'
 MM0441'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MM0441'BRONZE DISKS SET AS DESCRIBED.
 MM0441'
 MM0441'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.04 METERS.
 MM0441
 MM0441                          STATION RECOVERY (1973)
 MM0441
 MM0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0441'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 MM0441'GOOD CONDITION.  THE AZIMUTH MARK WAS PRESUMED DESTROYED AND
 MM0441'AT THIS TIME A NEW REFERENCE MARK 4 WAS ESTABLISHED.  THE
 MM0441'DIRECTIONS TO REFERENCE MARKS 1 AND 2 COMPARED FAVORABLE WITH
 MM0441'THE 1933 OBSERVATIONS.  A SHORTER MEASUREMENT OF 0.034 METER
 MM0441'TO REFERENCE MARK 1 WAS NOTED AND VERIFIED.  A COMPLETE AND
 MM0441'NEW DESCRIPTION FOLLOWS--
 MM0441'
 MM0441'STATION IS LOCATED ABOUT 15 MILES NORTH-NORTHEAST OF TRYON,
 MM0441'6.5 MILES SOUTH OF THE DISMAL RIVER, 4 MILES EAST OF STATE
 MM0441'HIGHWAY 97 AND ON THE HIGHEST SAND HILL IN AREA.  IT IS ON THE
 MM0441'PROPERTY OF MR. DON RODEWALD.
 MM0441'
 MM0441'TO REACH FROM THE CROSSROADS AND FREE METHODIST CHURCH IN THE
 MM0441'SMALL SETTLEMENT OF RINGGOLD, GO NORTH ON THE SURFACED ROAD
 MM0441'FOR 11.2 MILES TO HALL CHURCH ON LEFT.  CONTINUE NORTH ON THE
 MM0441'SURFACED ROAD FOR 6.1 MILES TO END OF SURFACE.  CONTINUE
 MM0441'NORTH ON A GRAVELED ROAD FOR 0.7 MILE TO A FORK.  KEEP LEFT
 MM0441'FORK AND GO NORTHWEST FOR 0.9 MILE TO MR. RODEWALDS DRIVEWAY
 MM0441'ON THE RIGHT.  CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR
 MM0441'0.25 MILE TO A GATE ON THE LEFT.  PASS THROUGH THE GATE AND
 MM0441'GO WEST ON TRACK ROAD FOR 0.5 MILE TO A GATE.  PASS THROUGH
 MM0441'GATE AND CONTINUE ON THE TRACK ROAD FOR 0.8 MILE TO A GATE.
 MM0441'PASS THROUGH GATE AND CONTINUE WEST ON THE TRACK ROAD FOR
 MM0441'0.9 MILE TO A GATE NEAR A WINDMILL AND A ABANDONED RANCH
 MM0441'HOUSE.  PASS THROUGH THE GATE AND GO WESTERLY ON THE TRACK ROAD
 MM0441'FOR 1.55 MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE
 MM0441'WESTERLY ON THE TRACK ROAD FOR 0.5 MILE TO A GATE.  PASS
 MM0441'THROUGH GATE, CONTINUE WESTERLY ON THE TRACK ROAD FOR
 MM0441'0.45 MILE TO A GATE AND WINDMILL ON LEFT.  PASS THROUGH
 MM0441'GATE, CONTINUE WESTERLY ON THE TRACK ROAD FOR 0.55 MILE TO A
 MM0441'FORK.  TAKE THE LEFT FORK, GO SOUTH THEN WEST FOR 0.25 MILE TO
 MM0441'A GATE.  PASS THROUGH THE GATE AND GO SOUTH THEN WESTERLY
 MM0441'ON TRACK ROAD FOR 0.3 MILE TO A WINDMILL ON THE RIGHT.
 MM0441'CONTINUE WESTERLY ON THE TRACK ROAD FOR 0.55 MILE TO A DIM
 MM0441'FORK.  KEEP THE LEFT FORK AND GO SOUTHERLY FOR 0.2 MILE TO A
 MM0441'DIM FORK AT THE TOP OF A KNOLL.  TAKE RIGHT FORK AND GO
 MM0441'WESTERLY ON THE DIM TRACK ROAD FOR 0.3 MILE.  THEN BEAR LEFT
 MM0441'AND GO SOUTH ON THE TRACK ROAD UPHILL FOR 0.3 MILE, THE
 MM0441'TRACK ROAD TURNS WESTERLY FOR THE LAST PART, STATION IS ON
 MM0441'THE HIGHEST POINT OF RIDGE.  FROM THE STATION GO SOUTHERLY
 MM0441'ACROSS THE PASTURE FOR 0.2 MILE, PASSING TO THE RIGHT OF A
 MM0441'WINDMILL TO REFERENCE MARK 4 AT TOP OF A SMALL KNOLL.
 MM0441'
 MM0441'THE STATION MARK IS A STANDARD DISK STAMPED GIBBS 1933, SET
 MM0441'IN THE TOP OF A 4-INCH PRECAST CONCRETE TILE THAT PROJECTS
 MM0441'6 INCHES ABOVE GROUND SURFACE.  IT IS ON THE HIGHEST POINT OF
 MM0441'SAND HILL.
 MM0441'
 MM0441'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GIBBS NO 1 1933,
 MM0441'SET IN THE TOP OF A 4-INCH PRECAST CONCRETE TILE THAT PROJECTS
 MM0441'5 INCHES ABOVE GROUND SURFACE.  IT IS ON ABOUT THE SAME
 MM0441'ELEVATION AS STATION.
 MM0441'
 MM0441'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GIBBS NO 2 1933,
 MM0441'SET IN THE TOP OF A 4-INCH PRECAST CONCRETE TILE THAT PROJECTS
 MM0441'6 INCHES ABOVE GROUND SURFACE.  IT IS ABOUT THE SAME ELEVATION
 MM0441'AS STATION.
 MM0441'
 MM0441'REFERENCE MARK 4 IS A STANDARD DISK STAMPED GIBBS NO 4 1933
 MM0441'1973, SET IN THE TOP OF A 4-INCH PRECAST CONCRETE TILE THAT
 MM0441'PROJECTS 6 INCHES ABOVE GROUND SURFACE.  IT IS 2 FEET NORTH
 MM0441'OF A METAL WITNESS POST WITH SIGN ATTACHED AND ABOUT 0.2 MILE
 MM0441'SOUTH-SOUTHWEST OF THE STATION.
 MM0441'
 MM0441'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 MM0441'NORTH-NORTHEAST OF TRYON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0886 ***********************************************************************
 NM0886  DESIGNATION -  GIBBS AZ MK
 NM0886  PID         -  NM0886
 NM0886  STATE/COUNTY-  NE/DIXON
 NM0886  USGS QUAD   -  BURBANK (1994)
 NM0886
 NM0886                         *CURRENT SURVEY CONTROL
 NM0886  ___________________________________________________________________
 NM0886* NAD 83(1986)-  42 41 41.     (N)    096 51 12.     (W)     SCALED    
 NM0886* NAVD 88     -       367.484  (meters)    1205.65   (feet)  ADJUSTED  
 NM0886  ___________________________________________________________________
 NM0886  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM0886  DYNAMIC HT  -         367.373 (meters)    1205.29  (feet)  COMP
 NM0886  MODELED GRAV-     980,310.3   (mgal)                       NAVD 88
 NM0886
 NM0886  VERT ORDER  -  SECOND    CLASS 0
 NM0886
 NM0886.The horizontal coordinates were scaled from a topographic map and have
 NM0886.an estimated accuracy of +/- 6 seconds.
 NM0886
 NM0886.The orthometric height was determined by differential leveling
 NM0886.and adjusted by the National Geodetic Survey in June 1991..
 NM0886
 NM0886.The geoid height was determined by GEOID03.
 NM0886
 NM0886.The dynamic height is computed by dividing the NAVD 88
 NM0886.geopotential number by the normal gravity value computed on the
 NM0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0886.degrees latitude (g = 980.6199 gals.).
 NM0886
 NM0886.The modeled gravity was interpolated from observed gravity values.
 NM0886
 NM0886;                    North         East    Units  Estimated Accuracy
 NM0886;SPC NE       -   322,400.      757,760.      MT  (+/- 180 meters Scaled)
 NM0886
 NM0886                          SUPERSEDED SURVEY CONTROL
 NM0886
 NM0886  NGVD 29 (??/??/92)  367.297  (m)         1205.04   (f) ADJ UNCH    2 0
 NM0886
 NM0886.Superseded values are not recommended for survey control.
 NM0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0886.See file dsdata.txt to determine how the superseded data were derived.
 NM0886
 NM0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN758291(NAD 83)
 NM0886_MARKER: DZ = AZIMUTH MARK DISK
 NM0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0886_STAMPING: GIBBS 1948
 NM0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0886+STABILITY: SURFACE MOTION
 NM0886
 NM0886  HISTORY     - Date     Condition        Report By
 NM0886  HISTORY     - 1948     MONUMENTED       CGS
 NM0886  HISTORY     - 1949     GOOD             NGS
 NM0886
 NM0886                          STATION DESCRIPTION
 NM0886
 NM0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0886'3.2 MI N FROM NEWCASTLE.
 NM0886'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST
 NM0886'CORNER OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 0.05 MILE
 NM0886'EAST ALONG A GRADED DIRT ROAD, 226.0 FEET SOUTHWEST OF AND
 NM0886'ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF THE GIBBS SCHOOLHOUSE,
 NM0886'63.0 FEET EAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 27
 NM0886'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A
 NM0886'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0886'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0883 ***********************************************************************
 NM0883  DESIGNATION -  GIBBS RM 1
 NM0883  PID         -  NM0883
 NM0883  STATE/COUNTY-  NE/DIXON
 NM0883  USGS QUAD   -  BURBANK (1994)
 NM0883
 NM0883                         *CURRENT SURVEY CONTROL
 NM0883  ___________________________________________________________________
 NM0883* NAD 83(1986)-  42 41 38.     (N)    096 50 54.     (W)     SCALED    
 NM0883* NAVD 88     -       421.126  (meters)    1381.64   (feet)  ADJUSTED  
 NM0883  ___________________________________________________________________
 NM0883  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM0883  DYNAMIC HT  -         421.001 (meters)    1381.23  (feet)  COMP
 NM0883  MODELED GRAV-     980,310.5   (mgal)                       NAVD 88
 NM0883
 NM0883  VERT ORDER  -  SECOND    CLASS 0
 NM0883
 NM0883.The horizontal coordinates were scaled from a topographic map and have
 NM0883.an estimated accuracy of +/- 6 seconds.
 NM0883
 NM0883.The orthometric height was determined by differential leveling
 NM0883.and adjusted by the National Geodetic Survey in June 1991..
 NM0883
 NM0883.The geoid height was determined by GEOID03.
 NM0883
 NM0883.The dynamic height is computed by dividing the NAVD 88
 NM0883.geopotential number by the normal gravity value computed on the
 NM0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0883.degrees latitude (g = 980.6199 gals.).
 NM0883
 NM0883.The modeled gravity was interpolated from observed gravity values.
 NM0883
 NM0883;                    North         East    Units  Estimated Accuracy
 NM0883;SPC NE       -   322,320.      758,170.      MT  (+/- 180 meters Scaled)
 NM0883
 NM0883                          SUPERSEDED SURVEY CONTROL
 NM0883
 NM0883  NGVD 29 (??/??/92)  420.943  (m)         1381.04   (f) ADJ UNCH    2 0
 NM0883
 NM0883.Superseded values are not recommended for survey control.
 NM0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0883.See file dsdata.txt to determine how the superseded data were derived.
 NM0883
 NM0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN762290(NAD 83)
 NM0883_MARKER: DR = REFERENCE MARK DISK
 NM0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0883_STAMPING: GIBBS NO 1 1948
 NM0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0883+STABILITY: SURFACE MOTION
 NM0883
 NM0883  HISTORY     - Date     Condition        Report By
 NM0883  HISTORY     - 1948     MONUMENTED       CGS
 NM0883  HISTORY     - 1949     GOOD             NGS
 NM0883
 NM0883                          STATION DESCRIPTION
 NM0883
 NM0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0883'3.5 MI N FROM NEWCASTLE.
 NM0883'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST CORNER
 NM0883'OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 0.25 MILE EAST
 NM0883'ALONG A GRADED DIRT ROAD, THENCE 0.05 MILE SOUTH THROUGH A HAY
 NM0883'FIELD TO A TELEPHONE LINE, THENCE 0.1 MILE EAST ALONG A TELEPHONE
 NM0883'LINE TO THE TOP OF A HILL AND THE VICINITY OF THE MARK, 238.0
 NM0883'FEET NORTH OF A TELEPHONE LINE, 60.8 FEET NORTH OF TRIANGULATION
 NM0883'STATION GIBBS 1948, SET IN THE TOP OF A CONCRETE POST WHICH
 NM0883'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0885 ***********************************************************************
 NM0885  DESIGNATION -  GIBBS RM 2
 NM0885  PID         -  NM0885
 NM0885  STATE/COUNTY-  NE/DIXON
 NM0885  USGS QUAD   -  BURBANK (1994)
 NM0885
 NM0885                         *CURRENT SURVEY CONTROL
 NM0885  ___________________________________________________________________
 NM0885* NAD 83(1986)-  42 41 38.     (N)    096 50 54.     (W)     SCALED    
 NM0885* NAVD 88     -       422.627  (meters)    1386.57   (feet)  ADJUSTED  
 NM0885  ___________________________________________________________________
 NM0885  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM0885  DYNAMIC HT  -         422.501 (meters)    1386.16  (feet)  COMP
 NM0885  MODELED GRAV-     980,310.5   (mgal)                       NAVD 88
 NM0885
 NM0885  VERT ORDER  -  SECOND    CLASS 0
 NM0885
 NM0885.The horizontal coordinates were scaled from a topographic map and have
 NM0885.an estimated accuracy of +/- 6 seconds.
 NM0885
 NM0885.The orthometric height was determined by differential leveling
 NM0885.and adjusted by the National Geodetic Survey in June 1991..
 NM0885
 NM0885.The geoid height was determined by GEOID03.
 NM0885
 NM0885.The dynamic height is computed by dividing the NAVD 88
 NM0885.geopotential number by the normal gravity value computed on the
 NM0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0885.degrees latitude (g = 980.6199 gals.).
 NM0885
 NM0885.The modeled gravity was interpolated from observed gravity values.
 NM0885
 NM0885;                    North         East    Units  Estimated Accuracy
 NM0885;SPC NE       -   322,320.      758,170.      MT  (+/- 180 meters Scaled)
 NM0885
 NM0885                          SUPERSEDED SURVEY CONTROL
 NM0885
 NM0885  NGVD 29 (??/??/92)  422.443  (m)         1385.97   (f) ADJ UNCH    2 0
 NM0885
 NM0885.Superseded values are not recommended for survey control.
 NM0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0885.See file dsdata.txt to determine how the superseded data were derived.
 NM0885
 NM0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN762290(NAD 83)
 NM0885_MARKER: DR = REFERENCE MARK DISK
 NM0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0885_STAMPING: GIBBS NO 2 1948
 NM0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0885+STABILITY: SURFACE MOTION
 NM0885
 NM0885  HISTORY     - Date     Condition        Report By
 NM0885  HISTORY     - 1948     MONUMENTED       CGS
 NM0885  HISTORY     - 1949     GOOD             NGS
 NM0885
 NM0885                          STATION DESCRIPTION
 NM0885
 NM0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0885'3.5 MI N FROM NEWCASTLE.
 NM0885'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST
 NM0885'CORNER OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 0.25 MILE
 NM0885'EAST ALONG A GRADED DIRT ROAD, THENCE 0.05 MILE SOUTH THROUGH
 NM0885'A HAY FIELD TO A TELEPHONE LINE, THENCE 0.1 MILE EAST ALONG A
 NM0885'TELEPHONE LINE TO THE TOP OF A HILL AND THE VICINITY OF THE MARK,
 NM0885'124.0 FEET NORTH OF A TELEPHONE LINE, 53.7 FEET SOUTH OF TRIANGULATION
 NM0885'STATION GIBBS 1948, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0885'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0812 ***********************************************************************
 LG0812  DESIGNATION -  GIBSON
 LG0812  PID         -  LG0812
 LG0812  STATE/COUNTY-  NE/JEFFERSON
 LG0812  USGS QUAD   -  WESTERN SE (1961)
 LG0812
 LG0812                         *CURRENT SURVEY CONTROL
 LG0812  ___________________________________________________________________
 LG0812* NAD 83(1995)-  40 15 42.78954(N)    097 03 44.06698(W)     ADJUSTED  
 LG0812* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 LG0812  ___________________________________________________________________
 LG0812  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 LG0812  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 LG0812
 LG0812  HORZ ORDER  -  FIRST
 LG0812
 LG0812.The horizontal coordinates were established by classical geodetic methods
 LG0812.and adjusted by the National Geodetic Survey in August 1997..
 LG0812
 LG0812.The orthometric height was scaled from a topographic map.
 LG0812
 LG0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0812
 LG0812.The geoid height was determined by GEOID03.
 LG0812
 LG0812;                    North         East     Units Scale Factor Converg.
 LG0812;SPC NE       -    51,828.562   749,830.488   MT  0.99989187   +1 56 48.6
 LG0812;UTM  14      - 4,458,625.850   664,778.156   MT  0.99993424   +1 15 09.4
 LG0812
 LG0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0812!SPC NE       -   0.99993534  x   0.99989187  =   0.99982722
 LG0812!UTM  14      -   0.99993534  x   0.99993424  =   0.99986959
 LG0812
 LG0812|---------------------------------------------------------------------|
 LG0812| PID    Reference Object                     Distance      Geod. Az  |
 LG0812|                                                           dddmmss.s |
 LG0812| CN8600 GIBSON RM 1                          71.360 METERS 01313     |
 LG0812| CN8602 GIBSON RM 3                          72.802 METERS 02258     |
 LG0812| LG1092 PLYMOUTH ST PAULS EVAN LUTH CH      APPROX. 7.8 KM 0504340.8 |
 LG0812| LG1094 PLYMOUTH MUNICIPAL TANK             APPROX. 7.8 KM 0545754.8 |
 LG0812| LG1091 IMMANUEL LUTHERAN CHURCH SPIRE      APPROX.10.5 KM 0611402.2 |
 LG0812| CN8599 GIBSON AZ MK RESET                                 0853258.2 |
 LG0812| CN8598 GIBSON AZ MK                                       0854250.2 |
 LG0812| LG1081 ZION LUTHERAN CHURCH SPIRE          APPROX.11.3 KM 1061519.7 |
 LG0812| LG0818 JANSEN MUNICIPAL TANK               APPROX. 8.7 KM 1914258.5 |
 LG0812| CN8603 GIBSON RM 4                          75.011 METERS 33225     |
 LG0812| CN8601 GIBSON RM 2                          75.865 METERS 33615     |
 LG0812|---------------------------------------------------------------------|
 LG0812
 LG0812                          SUPERSEDED SURVEY CONTROL
 LG0812
 LG0812  NAD 83(1986)-  40 15 42.79637(N)    097 03 44.06576(W) AD(       ) 1
 LG0812  NAD 27      -  40 15 42.79000(N)    097 03 42.95000(W) AD(       ) 1
 LG0812
 LG0812.Superseded values are not recommended for survey control.
 LG0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0812.See file dsdata.txt to determine how the superseded data were derived.
 LG0812
 LG0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6477858626(NAD 83)
 LG0812_MARKER: DS = TRIANGULATION STATION DISK
 LG0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0812_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0812
 LG0812  HISTORY     - Date     Condition        Report By
 LG0812  HISTORY     - 1935     MONUMENTED       CGS
 LG0812  HISTORY     - 1947     GOOD             CGS
 LG0812  HISTORY     - 1957     GOOD             CGS
 LG0812  HISTORY     - 1970     GOOD             NGS
 LG0812
 LG0812                          STATION DESCRIPTION
 LG0812
 LG0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0812'STATION IS LOCATED IN THE NORTHWEST QUARTER SEC. 2 T. 3 N.,
 LG0812'R. 3 E., ABOUT 1 MILE EAST AND 5 MILES NORTH OF JANSEN, AND 6
 LG0812'MILES EAST OF BOWER.
 LG0812'
 LG0812'REACHED FROM THE BOWER SERVICE STATION ON STATE HIGHWAY 15 (10
 LG0812'MILES SOUTH OF WESTERN AND 8.75 MILES NORTH OF DOWNTOWN FAIRBURY)
 LG0812'BY GOING EAST ON DIRT ROAD FOR 6.25 MILES TO MARK ON SLIGHT RISE
 LG0812'TO SOUTH OF ROAD, 225 FEET SOUTH OF CENTERLINE OF EAST-WEST
 LG0812'ROAD, 5 FEET WEST OF NORTH-SOUTH FENCE LINE.  MARK PROJECTS ABOUT
 LG0812'6 INCHES.
 LG0812'
 LG0812'REFERENCE MARK NO. 1 IS 234.15 FEET NORTH-NORTHEAST OF STATION,
 LG0812'IN SOUTH RIGHT-OF-WAY FENCE LINE, 45 FEET EAST OF FENCE CORNER,
 LG0812'20 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD, AND PROJECTS ABOUT
 LG0812'4 INCHES.
 LG0812'
 LG0812'REFERENCE MARK NO. 2 IS 248.90 FEET NORTH-NORTHWEST OF STATION,
 LG0812'105 FEET WEST OF FENCE CORNER, 20 FEET SOUTH OF CENTERLINE OF
 LG0812'EAST-WEST ROAD, AND PROJECTS ABOUT 4 INCHES.
 LG0812'
 LG0812'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE EAST OF STATION.  TO
 LG0812'REACH FROM STATION, GO NORTH TO EAST-WEST ROAD, TURN RIGHT
 LG0812'(EAST) GO 0.6 MILE TO MARK IN NORTH RIGHT-OF-WAY FENCE LINE, 20
 LG0812'FEET NORTH OF CENTERLINE OF EAST-WEST ROAD, 195 FEET WEST OF
 LG0812'NORTH-SOUTH ROAD.  MARK PROJECTS ABOUT 6 INCHES.
 LG0812'
 LG0812'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LG0812
 LG0812                          STATION RECOVERY (1947)
 LG0812
 LG0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0812'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 LG0812'TO BE IN FAIR CONDITION.  THE REFERENCE MARKS AND THE AZIMUTH
 LG0812'MARK NOW PROJECT ABOUT 2 FEET, DUE TO THE REGRADING OF THE ROAD
 LG0812'IN WHICH THEY WERE SET.  THERE WAS NO MOVEMENT NOTICED IN ANY
 LG0812'OF THE MARKS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LG0812'
 LG0812'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH-NORTHEAST OF JANSEN
 LG0812'AND 6 MILES EAST OF BOWER ON THE HIGHEST POINT OF A CULTIVATED
 LG0812'FIELD.  IT IS 250 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT
 LG0812'ROAD AND 4 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS
 LG0812'STAMPED GIBSON 1935 AND PROJECTS 8 INCHES.
 LG0812'
 LG0812'REFERENCE MARK NO. 1 IS ABOUT 5 FEET LOWER THAN THE
 LG0812'STATION, ON THE RIGHT-OF-WAY AND 23 FEET SOUTH OF THE CENTER OF AN
 LG0812'EAST-WEST DIRT ROAD, 9 FEET NORTH OF AN EAST-WEST FENCE LINE
 LG0812'AND 50 FEET EAST OF A FENCE CORNER.  IT IS STAMPED GIBSON NO 1
 LG0812'1935 AND PROJECTS 2 FEET.
 LG0812'
 LG0812'REFERENCE MARK NO. 2 IS ABOUT 6 FEET LOWER THAN THE
 LG0812'STATION, 108 FEET WEST OF A FENCE CORNER AND ON THE RIGHT-OF-WAY
 LG0812'AND 22 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD.  IT IS
 LG0812'STAMPED GIBSON NO 2 1935 AND PROJECTS 1 FOOT.
 LG0812'
 LG0812'THE AZIMUTH MARK IS ABOUT 195 FEET WEST OF A CROSS
 LG0812'ROAD, ON THE RIGHT-OF-WAY AND 25 FEET NORTH OF THE CENTER OF
 LG0812'AN EAST-WEST DIRT ROAD.  IT IS STAMPED GIBSON 1935 AND PROJECTS
 LG0812'2 FEET.
 LG0812'
 LG0812'TO REACH THE STATION FROM THE RAILROAD DEPOT IN JANSEN, GO
 LG0812'NORTHEASTERLY ON STATE HIGHWAY 3 FOR 1.0 MILE TO A SIDE ROAD
 LG0812'NORTH, WHERE STATE HIGHWAY 3 TURNS EAST.  TURN LEFT, NORTH AND GO
 LG0812'5.2 MILES TO A CROSS ROAD, TURN EAST, RIGHT, AND GO 0.25 MILE TO
 LG0812'THE STATION ON THE RIGHT AS DESCRIBED.
 LG0812'
 LG0812'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE DIRT
 LG0812'ROAD FOR 0.6 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LG0812'
 LG0812'A 100 FOOT SIGNAL AT PLACEK 1935 IS VISIBLE AT 10 FEET.
 LG0812'
 LG0812'A 74 FOOT SIGNAL AT PLYMOUTH IS VISIBLE AT 20 FEET.
 LG0812'
 LG0812'A 74 FOOT SIGNAL AT JANSEN EAST BASE IS V.G.
 LG0812'
 LG0812'A 74 FOOT SIGNAL AT TURNER 1935 IS VISIBLE AT 20 FEET.
 LG0812'
 LG0812'A 74 FOOT SIGNAL AT JANSEN WEST BASE IS V.G.
 LG0812
 LG0812                          STATION RECOVERY (1957)
 LG0812
 LG0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LG0812'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0812'GOOD CONDITION EXCEPT REFERENCE MARK NO. 1 WHICH HAD BEEN UPROOTED
 LG0812'BY ROAD MACHINERY.  ROAD CONSTRUCTION WOULD DESTROY THE OTHER
 LG0812'REFERENCE MARK AND THE AZIMUTH MARK.  THEY WERE MOVED.  A
 LG0812'COMPLETE DESCRIPTION FOLLOWS.
 LG0812'
 LG0812'STATION IS LOCATED ABOUT 6 MILES EAST OF BOWER, 5 MILES NORTH AND
 LG0812'1 MILE EAST OF JANSEN, AND 5 MILES SOUTHWEST OF PLYMOUTH ON THE
 LG0812'HIGHEST POINT IN A CULTIVATED FIELD, 244 FEET SOUTH OF THE CENTER
 LG0812'OF AN EAST-WEST GRADED ROAD, 16 FEET SOUTH-SOUTHEAST OF 8-INCH
 LG0812'TWIN TREES, AND 4 FEET WEST OF A NORTH-SOUTH FENCE.  THE MARK
 LG0812'PROJECTS 8 INCHES AND THE DISK IS STAMPED GIBSON 1935.
 LG0812'
 LG0812'REFERENCE MARK NO. 3 IS NORTH-NORTHEAST OF THE STATION, 85 FEET
 LG0812'EAST OF A NORTH-SOUTH FENCE, 35 FEET SOUTH OF THE CENTER OF A
 LG0812'GRADED ROAD, AND 2 FEET WEST OF A POWER POLE.  THE MARK PROJECTS 8
 LG0812'INCHES AND THE DISK IS STAMPED GIBSON NO 3 1935.
 LG0812'
 LG0812'REFERENCE MARK NO. 4 IS NORTH-NORTHWEST OF THE STATION, 153 FEET
 LG0812'EAST OF A POWER POLE, 122 FEET WEST OF A NORTH-SOUTH FENCE, AND
 LG0812'36 FEET SOUTH OF THE CENTER OF GRADED ROAD.  THE MARK PROJECTS
 LG0812'10 INCHES AND THE DISK IS STAMPED GIBSON NO 4 1935.
 LG0812'DISTANCE BETWEEN THE REFERENCE MARKS IS 207.10 FEET.
 LG0812'
 LG0812'AZIMUTH MARK IS 0.7 MILE EAST OF THE STATION, 192 FEET WEST OF A
 LG0812'NORTH-SOUTH ROAD, 164 FEET WEST OF A FENCE CORNER, 36 FEET NORTH
 LG0812'OF THE CENTER OF GRADED ROAD, AND 2 FEET WEST OF A TELEPHONE
 LG0812'POLE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED GIBSON
 LG0812'1935 RESET 1957.
 LG0812'
 LG0812'TO REACH THE STATION FROM THE RAILROAD DEPOT IN JANSEN, GO
 LG0812'EAST-NORTHEAST ON STATE HIGHWAY 3 FOR 1.0 MILE TO WHERE STATE
 LG0812'HIGHWAY 3 TURNS EAST AND A SIDE ROAD NORTH.  TURN LEFT AND GO
 LG0812'NORTH FOR 5.0 MILES TO CROSSROADS.  TURN RIGHT AND GO EAST FOR
 LG0812'0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LG0812'
 LG0812'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRADED ROAD
 LG0812'FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LG0812
 LG0812                          STATION RECOVERY (1970)
 LG0812
 LG0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0812'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LG0812'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG0812'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 LG0812'FOR RECOVERY.
 LG0812'
 LG0812'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 LG0812'
 LG0812'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 LG0812'
 LG0812'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 LG0812'NORTH AND 1 MILE EAST OF JANSEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2005 ***********************************************************************
 MK2005  DESIGNATION -  GIBSON
 MK2005  PID         -  MK2005
 MK2005  STATE/COUNTY-  NE/DOUGLAS
 MK2005  USGS QUAD   -  WANN (1981)
 MK2005
 MK2005                         *CURRENT SURVEY CONTROL
 MK2005  ___________________________________________________________________
 MK2005* NAD 83(1995)-  41 14 41.58754(N)    096 15 38.06487(W)     ADJUSTED  
 MK2005* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 MK2005  ___________________________________________________________________
 MK2005  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MK2005  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MK2005
 MK2005  HORZ ORDER  -  SECOND
 MK2005
 MK2005.The horizontal coordinates were established by classical geodetic methods
 MK2005.and adjusted by the National Geodetic Survey in August 1997..
 MK2005
 MK2005.The orthometric height was scaled from a topographic map.
 MK2005
 MK2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2005
 MK2005.The geoid height was determined by GEOID03.
 MK2005
 MK2005;                    North         East     Units Scale Factor Converg.
 MK2005;SPC NE       -   163,493.551   813,248.533   MT  0.99966891   +2 28 41.2
 MK2005;UTM  14      - 4,569,561.548   729,546.723   MT  1.00024853   +1 48 24.6
 MK2005
 MK2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2005!SPC NE       -   0.99994276  x   0.99966891  =   0.99961169
 MK2005!UTM  14      -   0.99994276  x   1.00024853  =   1.00019127
 MK2005
 MK2005|---------------------------------------------------------------------|
 MK2005| PID    Reference Object                     Distance      Geod. Az  |
 MK2005|                                                           dddmmss.s |
 MK2005| CL6566 GIBSON RM 2                          29.703 METERS 11307     |
 MK2005| CL6565 GIBSON RM 1                          17.530 METERS 20505     |
 MK2005| MK2019 YUTAN MUNICIPAL TANK                APPROX.11.8 KM 2702441.7 |
 MK2005|---------------------------------------------------------------------|
 MK2005
 MK2005                          SUPERSEDED SURVEY CONTROL
 MK2005
 MK2005  NAD 83(1986)-  41 14 41.59619(N)    096 15 38.06788(W) AD(       ) 2
 MK2005  NAD 27      -  41 14 41.59875(N)    096 15 36.97935(W) AD(       ) 2
 MK2005
 MK2005.Superseded values are not recommended for survey control.
 MK2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2005.See file dsdata.txt to determine how the superseded data were derived.
 MK2005
 MK2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2954769562(NAD 83)
 MK2005_MARKER: DD = SURVEY DISK
 MK2005_SETTING: 0 = UNSPECIFIED SETTING
 MK2005
 MK2005  HISTORY     - Date     Condition        Report By
 MK2005  HISTORY     - 1967     MONUMENTED       USGS
 MK2005
 MK2005                          STATION DESCRIPTION
 MK2005
 MK2005'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2005'THE STATION IS CLOATED ABOUT 2.5 M S. AND 1.0 MI W. OF ELKHORN,
 MK2005'R. 15 N., R. 10 E., NEAR THE COR. SECS. 23, 24, 25 AND 26, 112 FT
 MK2005'S., 202 FT W. OF CENTER OF PRIVATE DRIVE W., 58 FT N. OF E.-W.
 MK2005'FENCE, 96 FT W. OF N.-S. FENCE.
 MK2005'
 MK2005'TO REACH THE STATION FROM THE INTERSECTION HWY. 31 AND 64 AT THE N.
 MK2005'EDGE OF ELKHORN, GO S. ALONG HWY. 31 FOR 3.05 MI TO CROSSROADS,
 MK2005'TURN RIGHT (W.) AND GO 1.3 MI TO A T-RD. E., TURN LEFT (S.) AND
 MK2005'GO 0.2 MI TO PRIVATE DRIVE W. TO HOMES OF LEE E. HOLCOMB JR. AND
 MK2005'G.E. GIBSON, STATION IS IN FRONT YARD OF G.E. GIBSON.
 MK2005'
 MK2005'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED
 MK2005'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2005'12 IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2005'
 MK2005'THE STATION MARK IS STAMPED ET GIBSON 1967.
 MK2005'
 MK2005'REFERENCE MARK 1 IS S. OF THE STATION, 2 FT S. OF FENCE, 102 FT
 MK2005'W. OF CENTER OF RD., STAMPED GIBSON NO 1 1967.
 MK2005'
 MK2005'REFERENCE MARK 2 IS E. FO THE STATION, 2 FT W. OF FENCE, 41.5
 MK2005'FT W. OF CENTER OF HWY..  STAMPED GIBSON NO 2 1967.
 MK2005'
 MK2005'AZIMUTH MARK - NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1239 ***********************************************************************
 MJ1239  DESIGNATION -  GILBERT AZ MK
 MJ1239  PID         -  MJ1239
 MJ1239  STATE/COUNTY-  NE/SARPY
 MJ1239  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1239
 MJ1239                         *CURRENT SURVEY CONTROL
 MJ1239  ___________________________________________________________________
 MJ1239* NAD 83(1995)-  41 09 46.37860(N)    095 53 45.36946(W)     ADJUSTED  
 MJ1239* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 MJ1239  ___________________________________________________________________
 MJ1239  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 MJ1239  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 MJ1239
 MJ1239  HORZ ORDER  -  THIRD
 MJ1239
 MJ1239.The horizontal coordinates were established by classical geodetic methods
 MJ1239.and adjusted by the National Geodetic Survey in August 1997..
 MJ1239.No horizontal observational check was made to the station.
 MJ1239
 MJ1239.The orthometric height was scaled from a topographic map.
 MJ1239
 MJ1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1239
 MJ1239.The geoid height was determined by GEOID03.
 MJ1239
 MJ1239;                    North         East     Units Scale Factor Converg.
 MJ1239;SPC NE       -   155,785.259   844,203.981   MT  0.99967641   +2 43 11.1
 MJ1239;SPC IA S     -   131,905.439   298,950.321   MT  0.99994859   -1 34 41.5
 MJ1239;UTM  15      - 4,560,882.206   257,033.914   MT  1.00032659   -1 54 25.3
 MJ1239
 MJ1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1239!SPC NE       -   0.99994528  x   0.99967641  =   0.99962171
 MJ1239!SPC IA S     -   0.99994528  x   0.99994859  =   0.99989388
 MJ1239!UTM  15      -   0.99994528  x   1.00032659  =   1.00027186
 MJ1239
 MJ1239                          SUPERSEDED SURVEY CONTROL
 MJ1239
 MJ1239  NAD 83(1986)-  41 09 46.38724(N)    095 53 45.36864(W) AD(       ) 3
 MJ1239  NAD 27      -  41 09 46.38974(N)    095 53 44.32262(W) AD(       ) 3
 MJ1239
 MJ1239.Superseded values are not recommended for survey control.
 MJ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1239.See file dsdata.txt to determine how the superseded data were derived.
 MJ1239
 MJ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5703460882(NAD 83)
 MJ1239_MARKER: DZ = AZIMUTH MARK DISK
 MJ1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1239_SP_SET: SQUARE CONCRETE MONUMENT
 MJ1239_STAMPING: GILBERT 1947
 MJ1239_MARK LOGO: CGS   
 MJ1239_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1239+STABILITY: SURFACE MOTION
 MJ1239
 MJ1239  HISTORY     - Date     Condition        Report By
 MJ1239  HISTORY     - 1947     MONUMENTED       CGS
 MJ1239  HISTORY     - 1975     GOOD             NGS
 MJ1239  HISTORY     - 19821006 SEE DESCRIPTION  NGS
 MJ1239
 MJ1239                          STATION DESCRIPTION
 MJ1239
 MJ1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MJ1239'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF BELLEVUE, ON
 MJ1239'A HIGH POINT OF THE WEST BLUFFS OF THE MISSOURI RIVER AND AT
 MJ1239'THE WEST ENTRANCE OF THE WA KON DA CAMP AND ON PROPERTY OF THE
 MJ1239'CAMP.
 MJ1239'
 MJ1239'TO REACH THE STATION FROM THE POST OFFICE IN BELLEVUE, GO
 MJ1239'NORTHERLY ON FRANKLIN AVE TO BELLEVUE BLVD, THEN BELLEVUE BLVD
 MJ1239'TO FOREST BLVD, THEN EASTERLY ON FOREST BLVD TO THE ENTRANCE
 MJ1239'INTO THE CAMP AND THE STATION ON THE LEFT.
 MJ1239'
 MJ1239'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GILBERT 1947, SET
 MJ1239'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MJ1239'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 3 FEET NORTHWEST OF
 MJ1239'A METAL WITNESS POST, 2.5 FEET SOUTHWEST OF AN 18-INCH TREE AND
 MJ1239'ABOUT 250 FEET EAST OF THE SOUTHEAST CORNER OF THE CAMP
 MJ1239'PARKING AREA.
 MJ1239
 MJ1239                          STATION RECOVERY (1982)
 MJ1239
 MJ1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MJ1239'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1230 ***********************************************************************
 MJ1230  DESIGNATION -  GILBERT RESET
 MJ1230  PID         -  MJ1230
 MJ1230  STATE/COUNTY-  NE/SARPY
 MJ1230  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1230
 MJ1230                         *CURRENT SURVEY CONTROL
 MJ1230  ___________________________________________________________________
 MJ1230* NAD 83(1995)-  41 09 50.22015(N)    095 53 51.05939(W)     ADJUSTED  
 MJ1230* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 MJ1230  ___________________________________________________________________
 MJ1230  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 MJ1230  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 MJ1230
 MJ1230  HORZ ORDER  -  SECOND
 MJ1230
 MJ1230.The horizontal coordinates were established by classical geodetic methods
 MJ1230.and adjusted by the National Geodetic Survey in August 1997..
 MJ1230
 MJ1230.The orthometric height was scaled from a topographic map.
 MJ1230
 MJ1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1230
 MJ1230.The geoid height was determined by GEOID03.
 MJ1230
 MJ1230;                    North         East     Units Scale Factor Converg.
 MJ1230;SPC NE       -   155,897.304   844,065.903   MT  0.99967630   +2 43 07.3
 MJ1230;SPC IA S     -   132,027.551   298,820.993   MT  0.99994858   -1 34 45.3
 MJ1230;UTM  15      - 4,561,005.105   256,905.241   MT  1.00032736   -1 54 29.2
 MJ1230
 MJ1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1230!SPC NE       -   0.99994403  x   0.99967630  =   0.99962035
 MJ1230!SPC IA S     -   0.99994403  x   0.99994858  =   0.99989261
 MJ1230!UTM  15      -   0.99994403  x   1.00032736  =   1.00027137
 MJ1230
 MJ1230|---------------------------------------------------------------------|
 MJ1230| PID    Reference Object                     Distance      Geod. Az  |
 MJ1230|                                                           dddmmss.s |
 MJ1230| CL6569 GILBERT RM 3                         20.824 METERS 09406     |
 MJ1230| CL6567 GILBERT RM 1                         15.594 METERS 09422     |
 MJ1230| MJ1239 GILBERT AZ MK                       177.877 METERS 13147     |
 MJ1230| CL6568 GILBERT RM 2                         24.058 METERS 19842     |
 MJ1230| MJ1233 RIDGE                               APPROX. 7.9 KM 3455024.7 |
 MJ1230| MJ0815 GIBSON                                             34922     |
 MJ1230|---------------------------------------------------------------------|
 MJ1230
 MJ1230                          SUPERSEDED SURVEY CONTROL
 MJ1230
 MJ1230  NAD 83(1986)-  41 09 50.22878(N)    095 53 51.05858(W) AD(       ) 2
 MJ1230  NAD 27      -  41 09 50.23100(N)    095 53 50.01200(W) AD(       ) 2
 MJ1230
 MJ1230.Superseded values are not recommended for survey control.
 MJ1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1230.See file dsdata.txt to determine how the superseded data were derived.
 MJ1230
 MJ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5690561005(NAD 83)
 MJ1230_MARKER: DH = HORIZONTAL CONTROL DISK
 MJ1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1230_SP_SET: CONCRETE POST
 MJ1230_STAMPING: GILBERT 1947 1975
 MJ1230_MARK LOGO: NGS   
 MJ1230_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1230+STABILITY: SURFACE MOTION
 MJ1230
 MJ1230  HISTORY     - Date     Condition        Report By
 MJ1230  HISTORY     - 1947     MONUMENTED       CGS
 MJ1230  HISTORY     - 1974     GOOD             NGS
 MJ1230  HISTORY     - 1975     POOR             NGS
 MJ1230  HISTORY     - 1975     GOOD             NGS
 MJ1230  HISTORY     - 19821006 SEE DESCRIPTION  NGS
 MJ1230
 MJ1230                          STATION DESCRIPTION
 MJ1230
 MJ1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1230'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF BELLEVUE
 MJ1230'ON HIGH POINT OF WEST BLUFFS OF THE MISSOURI RIVER.  IT IS
 MJ1230'53 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT
 MJ1230'ROAD AND 11 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 MJ1230'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GILBERT 1947.
 MJ1230'
 MJ1230'REFERENCE MARK NO. 1 IS 51.16 FEET EAST OF THE STATION, 50
 MJ1230'FEET NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 2
 MJ1230'FEET NORTHWEST OF A GATE POST AND 1 FOOT NORTH OF A FENCELINE.
 MJ1230'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GILBERT
 MJ1230'NO 1 1947.
 MJ1230'
 MJ1230'REFERENCE MARK NO. 2 IS 78.88 FEET SOUTH-SOUTHWEST OF THE
 MJ1230'STATION, 26 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A
 MJ1230'DIRT ROAD AND 1.5 FEET EAST OF A FENCELINE.  THE MARK PROJECTS
 MJ1230'ABOUT 4 INCHES AND THE DISK IS STAMPED GILBERT NO 2 1947.
 MJ1230'
 MJ1230'THE AZIMUTH MARK IS ABOUT 0.1 MILE SOUTHEAST OF THE STATION,
 MJ1230'19 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD,
 MJ1230'3 FEET WEST OF A 6 INCH TREE AND 2.6 FEET NORTHWEST OF A WHITE
 MJ1230'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MJ1230'IS STAMPED GILBERT 1947.
 MJ1230'
 MJ1230'TO REACH THE STATION FROM THE POST OFFICE IN BELLEVUE GO EAST
 MJ1230'FOR 0.05 MILE TO CROSS STREETS, TURN LEFT AND GO NORTH ON
 MJ1230'BELLEVUE BOULEVARD AND STATE ROUTE 31 FOR 2.05 MILES TO FORK,
 MJ1230'TAKE RIGHT FORK AND GO 0.5 MILE TO STATION ON LEFT AT TOP
 MJ1230'OF HILL AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION
 MJ1230'GO EAST TO WA-KON-DA CAMP ENTRANCE, TURN RIGHT AND GO 0.05
 MJ1230'MILE TO SIDE ROAD LEFT, TURN LEFT AND GO 0.05 MILE TO MARK ON
 MJ1230'RIGHT AS DESCRIBED.
 MJ1230'
 MJ1230'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 MJ1230
 MJ1230                          STATION RECOVERY (1974)
 MJ1230
 MJ1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MJ1230'THE AZIMUTH MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 MJ1230'FOUND IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARK
 MJ1230'1 CONCRETE MONUMENTS WERE FOUND LYING ON TOP THE GROUND
 MJ1230'AT THE EDGE OF WOODS.  THE CARETAKER OF THE WA-KON-DA BOY SCOUT
 MJ1230'CAMP WAS CONTACTED AND HE STATED THAT ABOUT SIX TO EIGHT FEET
 MJ1230'OF DIRT WAS REMOVED FROM TOP OF THE HILL WHERE THE STATION
 MJ1230'WAS LOCATED AND THIS HILL TOP WAS REMOVED IN 1961.  THE
 MJ1230'AZIMUTH MARK IS OBSTRUCTED FROM THE STATION SITE BY SEVERAL
 MJ1230'LARGE TREES.
 MJ1230'
 MJ1230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 MJ1230'NORTH OF BELLEVUE.
 MJ1230
 MJ1230                          STATION RECOVERY (1975)
 MJ1230
 MJ1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MJ1230'THE STATION MARKS AND REFERENCE MARK 1 WERE FOUND LYING ON
 MJ1230'TOP THE GROUND AT THE EDGE OF THE WOODS.  REFERENCE MARK 2 AND THE
 MJ1230'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MJ1230'LINE OF SIGHT TO THE AZIMUTH MARK WAS CLEARED FOR A LOW
 MJ1230'INSTRUMENT SETUP AT BOTH POINTS.  NEW STATION MARKS WERE
 MJ1230'SET IN THE ORIGINAL LOCATION BY USING THE ANGLE BETWEEN THE
 MJ1230'AZIMUTH MARK AND REFERENCE MARK 2 AND THE DISTANCE FROM
 MJ1230'REFERENCE MARK 2 AND A POLARIS OBSERVATION WAS MADE THE
 MJ1230'11-13-75.  REFERENCE MARK 3 WAS ALSO ESTABLISHED THIS DATE.
 MJ1230'
 MJ1230'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 MJ1230'
 MJ1230'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF BELLEVUE, ON
 MJ1230'A HIGH POINT OF THE WEST BLUFFS OF THE MISSOURI RIVER AND AT
 MJ1230'THE WEST ENTRANCE OF THE WA KON DA CAMP AND ON PROPERTY OF THE
 MJ1230'CAMP.
 MJ1230'
 MJ1230'TO REACH THE STATION FROM THE POST OFFICE IN BELLEVUE, GO
 MJ1230'NORTHERLY ON FRANKLIN AVE TO BELLEVUE BLVD, THEN BELLEVUE BLVD
 MJ1230'TO FOREST BLVD, THEN EASTERLY ON FOREST BLVD TO THE ENTRANCE
 MJ1230'INTO THE CAMP AND THE STATION ON THE LEFT.
 MJ1230'
 MJ1230'THE STATION MARKS ARE STANDARD DISKS STAMPED GILBERT 1947 1975.
 MJ1230'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 MJ1230'CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT
 MJ1230'IS 90.5 FEET EAST OF THE SOUTHEAST POST SUPPORTING SIGN WELCOME
 MJ1230'CAMP WA-KON-DA, 32 FEET NORTH OF THE CENTER OF FOREST BLVD,
 MJ1230'5.5 FEET NORTH-NORTHWEST OF A GUARD RAIL POST AND 1.8 FEET
 MJ1230'WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 MJ1230'AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND.
 MJ1230'
 MJ1230'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GILBERT NO 2 1947,
 MJ1230'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 MJ1230'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET
 MJ1230'SOUTH OF THE CENTER OF FOREST BLVD, 3.5 FEET SOUTHEAST OF A
 MJ1230'RAILROAD TIE POST IN FENCELINE AND 2 FEET EAST OF A FENCE.
 MJ1230'
 MJ1230'REFERENCE MARK 3 IS A 4-INCH CAST REFERENCE MARK STAMPED GILBERT
 MJ1230'1947 NO 3 1975 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 MJ1230'IT IS 39 FEET NORTH OF THE CENTER OF FOREST BLVD, 16 FEET NORTH
 MJ1230'OF A GUARD RAIL POST, 6TH POST FROM THE EAST END OF GUARD
 MJ1230'RAIL, 6.5 FEET WEST OF A 14-INCH TREE AND 0.9 FOOT SOUTH OF A
 MJ1230'METAL WITNESS POST.
 MJ1230'
 MJ1230'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GILBERT 1947, SET
 MJ1230'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MJ1230'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 3 FEET NORTHWEST OF
 MJ1230'A METAL WITNESS POST, 2.5 FEET SOUTHWEST OF AN 18-INCH TREE AND
 MJ1230'ABOUT 250 FEET EAST OF THE SOUTHEAST CORNER OF THE CAMP
 MJ1230'PARKING AREA.
 MJ1230'
 MJ1230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 MJ1230'NORTH OF BELLEVUE.
 MJ1230
 MJ1230                          STATION RECOVERY (1975)
 MJ1230
 MJ1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MJ1230'RECOVERED IN GOOD CONDITION.
 MJ1230
 MJ1230                          STATION RECOVERY (1982)
 MJ1230
 MJ1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MJ1230'THE STATION WAS VISITED AND ALL MARKS FOUND AS DESCRIBED IN THE 1975
 MJ1230'RECOVERY NOTE.  THE AZIMUTH MARK AND THE SILO OBSERVED UPON IN 1975
 MJ1230'ARE NO LONGER GROUND VISIBLE DUE TO TREES AND BUILDINGS.  THERE IS NO
 MJ1230'SUITABLE LOCATION FOR ANOTHER AZIMUTH MARK BECAUSE OF EXTREMELY
 MJ1230'LIMITED VISIBILTY.
 MJ1230'A SEARCH WAS MADE FOR THE ORIGINAL UNDERGROUND MARK FOR THIS STATION
 MJ1230'WITH NEGATIVE RESULTS.  THE 1975 RECOVERY NOTE STATED THE STATION
 MJ1230'MARKS WERE FOUND LYING ON TOP OF THE GROUND. THE AMOUNT OF EARTH
 MJ1230'REMOVED DURING THE GRADING WOULD INDICATE THE ORIGINAL UNDERGROUND
 MJ1230'MARK WOULD HAS BEEN EXPOSED, HAD IT BEEN IN PLACE, WHEN THE 1975
 MJ1230'MARKS WERE SET.
 MJ1230'THERE IS SOME QUESTION AS TO WHETHER THE 1975 MARKS ARE IN THE EXACT
 MJ1230'HORIZONTAL POSITION AS THE 1947 MARKS.  THIS STATION SKOULD BE USED
 MJ1230'WITH EXTREME CAUTION, AS SHOULD THE AZIMUTH MARK, SINCE IT WAS
 MJ1230'POSITIONED FROM THE 1975 MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0837 ***********************************************************************
 LG0837  DESIGNATION -  GILEAD
 LG0837  PID         -  LG0837
 LG0837  STATE/COUNTY-  NE/THAYER
 LG0837  USGS QUAD   -  ALEXANDRIA (1980)
 LG0837
 LG0837                         *CURRENT SURVEY CONTROL
 LG0837  ___________________________________________________________________
 LG0837* NAD 83(1995)-  40 08 35.91819(N)    097 24 59.10997(W)     ADJUSTED  
 LG0837* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 LG0837  ___________________________________________________________________
 LG0837  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 LG0837  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0837
 LG0837  HORZ ORDER  -  FIRST
 LG0837
 LG0837.The horizontal coordinates were established by classical geodetic methods
 LG0837.and adjusted by the National Geodetic Survey in August 1997..
 LG0837
 LG0837.The orthometric height was scaled from a topographic map.
 LG0837
 LG0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0837
 LG0837.The geoid height was determined by GEOID03.
 LG0837
 LG0837;                    North         East     Units Scale Factor Converg.
 LG0837;SPC NE       -    37,707.365   720,113.656   MT  0.99993830   +1 42 43.7
 LG0837;SPC KS N     -   201,103.679   449,733.406   MT  1.00007825   +0 22 09.3
 LG0837;UTM  14      - 4,444,865.477   634,893.888   MT  0.99982400   +1 01 15.9
 LG0837
 LG0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0837!SPC NE       -   0.99992936  x   0.99993830  =   0.99986767
 LG0837!SPC KS N     -   0.99992936  x   1.00007825  =   1.00000761
 LG0837!UTM  14      -   0.99992936  x   0.99982400  =   0.99975337
 LG0837
 LG0837:                Primary Azimuth Mark                     Grid Az
 LG0837:SPC NE       -  ALEXANDRIA MUNICIPAL TANK                008 35 01.3
 LG0837:SPC KS N     -  ALEXANDRIA MUNICIPAL TANK                009 55 35.7
 LG0837:UTM  14      -  ALEXANDRIA MUNICIPAL TANK                009 16 29.1
 LG0837
 LG0837|---------------------------------------------------------------------|
 LG0837| PID    Reference Object                     Distance      Geod. Az  |
 LG0837|                                                           dddmmss.s |
 LG0837| LG0839 ALEXANDRIA MUNICIPAL TANK           APPROX.12.0 KM 0101745.0 |
 LG0837| CN8606 GILEAD RM 2                          25.206 METERS 09018     |
 LG0837| CN8604 GILEAD AZ MK                                       2734840.6 |
 LG0837| LG0836 GILEAD ST JOSEPH CHURCH SPIRE        59.851 METERS 30705     |
 LG0837| LG0855 CARLETON MUNICIPAL TANK             APPROX.28.5 KM 3090659.0 |
 LG0837| CN8605 GILEAD RM 1                          26.098 METERS 35619     |
 LG0837|---------------------------------------------------------------------|
 LG0837
 LG0837                          SUPERSEDED SURVEY CONTROL
 LG0837
 LG0837  NAD 83(1986)-  40 08 35.92401(N)    097 24 59.11008(W) AD(       ) 1
 LG0837  NAD 27      -  40 08 35.91600(N)    097 24 57.96600(W) AD(       ) 1
 LG0837
 LG0837.Superseded values are not recommended for survey control.
 LG0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0837.See file dsdata.txt to determine how the superseded data were derived.
 LG0837
 LG0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3489444865(NAD 83)
 LG0837_MARKER: DS = TRIANGULATION STATION DISK
 LG0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0837
 LG0837  HISTORY     - Date     Condition        Report By
 LG0837  HISTORY     - 1947     MONUMENTED       CGS
 LG0837  HISTORY     - 1950     GOOD             CGS
 LG0837  HISTORY     - 1970     GOOD             NGS
 LG0837
 LG0837                          STATION DESCRIPTION
 LG0837
 LG0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0837'THE STATION IS LOCATED ABOUT 10.0 MILES EAST-SOUTHEAST OF HEBRON,
 LG0837'IN THE SOUTH EDGE OF THE SMALL SETTLEMENT OF GILEAD.  IT IS 185
 LG0837'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GILEAD ST JOSEPHS
 LG0837'CATHOLIC CHURCH, 35 FEET NORTH OF THE CENTER OF STATE ROUTE NO 3,
 LG0837'52 FEET EAST OF THE CENTER OF THE DRIVEWAY TO THE CHURCH, 44 FEET
 LG0837'SOUTH OF THE CENTER OF EAST-WEST DRIVEWAY AND 101 FEET WEST OF
 LG0837'THE CENTER OF NORTH-SOUTH STREET.  IT IS STAMPED GILEAD 1947 AND
 LG0837'SET FLUSH WITH THE GROUND SURFACE.
 LG0837'
 LG0837'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 40 FEET NORTH OF THE
 LG0837'CENTER OF THE EAST-WEST DRIVEWAY, 5 FEET SOUTH OF THE CENTER OF
 LG0837'THE SIDEWALK AND 2 FEET WEST OF TELEPHONE POLE.  IT IS STAMPED
 LG0837'GILEAD NO 1 1947 AND PROJECTS 6 INCHES.
 LG0837'
 LG0837'REFERENCE MARK NO 2 IS EAST OF THE STATION, 40 FEET NORTH OF
 LG0837'THE CENTER OF STATE ROUTE NO 3 AND 19 FEET WEST OF NORTH-SOUTH
 LG0837'STREET.  IT IS STAMPED GILEAD NO 2 1947 AND PROJECTS 6 INCHES.
 LG0837'
 LG0837'THE AZIMUTH MARK IS ABOUT 0.55 MILE WEST OF THE STATION, 30
 LG0837'FEET SOUTH OF THE CENTER OF STATE ROUTE NO 3, 10 FEET NORTH OF
 LG0837'EAST-WEST FENCE LINE, 2 FEET EAST OF TELEPHONE POLE AND 1 FOOT
 LG0837'EAST OF WITNESS POST.  IT IS STAMPED GILEAD 1947 AND PROJECTS 4
 LG0837'INCHES.  TO REACH FROM THE STATION, GO WEST ON STATE ROUTE NO 3
 LG0837'FOR 0.55 MILE TO THE MARK ON THE SOUTH SIDE AS DESCRIBED.
 LG0837'
 LG0837'TO REACH THE STATION FROM THE ST JOSEPHS CATHOLIC CHURCH IN GILEAD
 LG0837'AS DESCRIBED.
 LG0837'
 LG0837'A 74 FOOT SIGNAL AT STATION GLAD 1935 IS VISIBLE AT 37 FEET.
 LG0837'
 LG0837'A 74 FOOT SIGNAL AT STATION HOFF 1935 IS VISIBLE AT 37 FEET.
 LG0837'
 LG0837'A 74 FOOT SIGNAL AT STATION MERIDIAN 1935 IS VISIBLE AT 37 FEET.
 LG0837'
 LG0837'A 4 FOOT SIGNAL AT STATION WILLIAMS IS VISIBLE AT 37 FEET.
 LG0837'
 LG0837'A 74 FOOT SIGNAL AT STATION CHESTER IS V.G.
 LG0837'
 LG0837'A 74 FOOT SIGNAL AT STATION WIEDEL IS V.G.
 LG0837'
 LG0837'A 4 FOOT SIGNAL AT STATION SCHOOL IS V.G.
 LG0837'
 LG0837'AN 87 FOOT SIGNAL AT STATION HEBRON IS V.G.
 LG0837'
 LG0837'A 74 FOOT SIGNAL AT STATION CORDING IS V.G.
 LG0837'
 LG0837'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0837
 LG0837                          STATION RECOVERY (1950)
 LG0837
 LG0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0837'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0837'IN GOOD CONDITION.  THE 1950 DISTANCE AND DIRECTION TO THE MARKS
 LG0837'CHECKED WITH THE 1947.
 LG0837'
 LG0837'THE 1947 DESCRIPTION BY R.L.E. IS ADEQUATE.
 LG0837'
 LG0837'OBSERVATIONS TAKEN FROM A 64 FT. TOWER.
 LG0837'
 LG0837'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE AS DESCRIBED.
 LG0837
 LG0837                          STATION RECOVERY (1970)
 LG0837
 LG0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0837'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG0837'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 LG0837'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 LG0837'ADEQUATE FOR RECOVERY EXCEPT STATE HIGHWAY 3 IS NOW U.S. HIGHWAY
 LG0837'136.
 LG0837'
 LG0837'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 LG0837'
 LG0837'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 LG0837'
 LG0837'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE NORTHWEST CORNER OF A
 LG0837'CONCRETE CULVERT.
 LG0837'
 LG0837'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GILEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0836 ***********************************************************************
 LG0836  DESIGNATION -  GILEAD ST JOSEPH CHURCH SPIRE
 LG0836  PID         -  LG0836
 LG0836  STATE/COUNTY-  NE/THAYER
 LG0836  USGS QUAD   -  ALEXANDRIA (1980)
 LG0836
 LG0836                         *CURRENT SURVEY CONTROL
 LG0836  ___________________________________________________________________
 LG0836* NAD 83(1995)-  40 08 37.08806(N)    097 25 01.12726(W)     ADJUSTED  
 LG0836* NAVD 88     -                                                        
 LG0836  ___________________________________________________________________
 LG0836  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 LG0836  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0836
 LG0836  HORZ ORDER  -  THIRD
 LG0836
 LG0836.The horizontal coordinates were established by classical geodetic methods
 LG0836.and adjusted by the National Geodetic Survey in August 1997..
 LG0836
 LG0836
 LG0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0836
 LG0836.The geoid height was determined by GEOID03.
 LG0836
 LG0836;                    North         East     Units Scale Factor Converg.
 LG0836;SPC NE       -    37,742.003   720,064.851   MT  0.99993817   +1 42 42.3
 LG0836;SPC KS N     -   201,139.457   449,685.420   MT  1.00007834   +0 22 08.0
 LG0836;UTM  14      - 4,444,900.697   634,845.510   MT  0.99982384   +1 01 14.7
 LG0836
 LG0836                          SUPERSEDED SURVEY CONTROL
 LG0836
 LG0836  NAD 83(1986)-  40 08 37.09443(N)    097 25 01.12707(W) AD(       ) 4
 LG0836  NAD 27      -  40 08 37.08400(N)    097 24 59.98100(W) AD(       ) 3
 LG0836
 LG0836.Superseded values are not recommended for survey control.
 LG0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0836.See file dsdata.txt to determine how the superseded data were derived.
 LG0836
 LG0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3484644901(NAD 83)
 LG0836_MARKER: 90 = CHURCH SPIRE
 LG0836_MARK LOGO: CGS   
 LG0836
 LG0836  HISTORY     - Date     Condition        Report By
 LG0836  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0836  HISTORY     - 1947     GOOD             CGS
 LG0836  HISTORY     - 19860521 GOOD             NGS
 LG0836  HISTORY     - 20050713 GOOD             USPSQD
 LG0836
 LG0836                          STATION DESCRIPTION
 LG0836
 LG0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0836'THE STATION IS LOCATED AT THE SOUTHWEST SECTION OF TOWN, 160
 LG0836'FEET NORTH OF THE CENTER OF STATE HIGHWAY 3.  IT IS A WHITE
 LG0836'FRAME BUILDING WITH THE SPIRE ON THE SOUTH END OF THE BUILDING.
 LG0836'IT IS ABOUT 75 FEET HIGH WITH A CROSS AT THE TOP OF THE
 LG0836'SPIRE.  THE POINT OBSERVED UPON WAS THE CENTER OF THE CROSS.
 LG0836
 LG0836                          STATION RECOVERY (1947)
 LG0836
 LG0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG0836'RECOVERED IN GOOD CONDITION.
 LG0836
 LG0836                          STATION RECOVERY (1986)
 LG0836
 LG0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0836'RECOVERED IN GOOD CONDITION.
 LG0836
 LG0836                          STATION RECOVERY (2005)
 LG0836
 LG0836'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0836'STATION FOUND GOOD. CHURCH IS NOW ST. PAUL'S LUTHERAN CHURCH ON THE
 LG0836'WEST EDGE OF GILEAD. STATE HIGHWAY 3 IS NOW U.S. HIGHWAY 136.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1098 ***********************************************************************
 LH1098  DESIGNATION -  GILTNER
 LH1098  PID         -  LH1098
 LH1098  STATE/COUNTY-  NE/HAMILTON
 LH1098  USGS QUAD   -  GILTNER (1967)
 LH1098
 LH1098                         *CURRENT SURVEY CONTROL
 LH1098  ___________________________________________________________________
 LH1098* NAD 83(1995)-  40 47 00.61494(N)    098 10 07.10529(W)     ADJUSTED  
 LH1098* NAVD 88     -       562.09   (+/-2cm)    1844.1    (feet)  VERTCON   
 LH1098  ___________________________________________________________________
 LH1098  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 LH1098  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 LH1098
 LH1098  HORZ ORDER  -  SECOND
 LH1098  VERT ORDER  -  THIRD ? (See Below)
 LH1098
 LH1098.The horizontal coordinates were established by classical geodetic methods
 LH1098.and adjusted by the National Geodetic Survey in August 1997..
 LH1098
 LH1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1098.The vertical order pertains to the NGVD 29 superseded value.
 LH1098
 LH1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1098
 LH1098.The geoid height was determined by GEOID03.
 LH1098
 LH1098;                    North         East     Units Scale Factor Converg.
 LH1098;SPC NE       -   107,132.195   654,532.705   MT  0.99973746   +1 12 49.1
 LH1098;UTM  14      - 4,515,056.860   570,147.263   MT  0.99966056   +0 32 35.0
 LH1098
 LH1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1098!SPC NE       -   0.99991582  x   0.99973746  =   0.99965331
 LH1098!UTM  14      -   0.99991582  x   0.99966056  =   0.99957641
 LH1098
 LH1098:                Primary Azimuth Mark                     Grid Az
 LH1098:SPC NE       -  GILTNER AZ MK                            003 29 53.5
 LH1098:UTM  14      -  GILTNER AZ MK                            004 10 07.6
 LH1098
 LH1098|---------------------------------------------------------------------|
 LH1098| PID    Reference Object                     Distance      Geod. Az  |
 LH1098|                                                           dddmmss.s |
 LH1098| CN8608 GILTNER AZ MK                                      0044242.6 |
 LH1098| LH1094 GILTNER COOP                        APPROX. 1.7 KM 1313438.8 |
 LH1098| LH0124 M 336                                31.726 METERS 16020     |
 LH1098| CN8610 GILTNER RM 1                         14.079 METERS 26150     |
 LH1098| CN8609 GILTNER AZ MK RESET                                2850658.3 |
 LH1098|---------------------------------------------------------------------|
 LH1098
 LH1098                          SUPERSEDED SURVEY CONTROL
 LH1098
 LH1098  NAD 83(1986)-  40 47 00.62263(N)    098 10 07.10729(W) AD(       ) 2
 LH1098  NAD 27      -  40 47 00.58000(N)    098 10 05.90000(W) AD(       ) 2
 LH1098  NGVD 29 (07/19/86)  561.86   (m)         1843.4    (f) LEVELING    3  
 LH1098
 LH1098.Superseded values are not recommended for survey control.
 LH1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1098.See file dsdata.txt to determine how the superseded data were derived.
 LH1098
 LH1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7014715057(NAD 83)
 LH1098_MARKER: DS = TRIANGULATION STATION DISK
 LH1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1098
 LH1098  HISTORY     - Date     Condition        Report By
 LH1098  HISTORY     - 1950     MONUMENTED       CGS
 LH1098  HISTORY     - 1966     GOOD             CGS
 LH1098  HISTORY     - 1971     GOOD             NGS
 LH1098
 LH1098                          STATION DESCRIPTION
 LH1098
 LH1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1098'THE STATION IS LOCATED ABOUT 10 MILES EAST OF DONIPHAN AND 1-1/2
 LH1098'MILES NORTHWEST OF GILTNER.  IT IS 63 FEET WEST OF THE CENTER
 LH1098'OF A GRAVEL ROAD, 42 FEET NORTHEAST OF A WELL, 18 FEET NORTH
 LH1098'OF A ROW OF LILAC BUSHES, 17 FEET NORTH OF A FENCE AND 17 FEET
 LH1098'SOUTHWEST OF THE SOUTHWEST CORNER OF A GRANARY.  THE MARK IS SET
 LH1098'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LH1098'GILTNER 1950.
 LH1098'
 LH1098'REFERENCE MARK NO. 1 IS 35 FEET NORTHWEST OF THE WELL, 12 FEET
 LH1098'NORTH OF A T FENCE CORNER AND 1 FOOT EAST OF A BARN LOT FENCE.
 LH1098'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED GILTNER NO 1
 LH1098'1950.
 LH1098'
 LH1098'BENCH MARK M-336 1950 (R.M. NO. 2) IS 26 FEET WEST OF THE CENTER OF
 LH1098'THE ROAD, 25 FEET NORTH OF A SMALL ELM TREE, 10 FEET NORTH OF A
 LH1098'YARD GATE, 1-1/2 FEET NORTH OF A WITNESS POST AND 1-1/2 FEET EAST
 LH1098'OF A YARD FENCE.  IT IS A USC AND GS BENCH MARK SET IN A 6 BY 6
 LH1098'INCH CONCRETE POST WHICH PROJECTS 5 INCHES.  THE DISK IS STAMPED
 LH1098'M-336 1950.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 LH1098'STATION GILTNER TO BENCH MARK M-336 1950.  THE DISTANCE IS AS
 LH1098'ABOVE.
 LH1098'
 LH1098'THE AZIMUTH MARK IS 32 FEET EAST OF THE CENTER OF THE GRAVEL
 LH1098'ROAD, 5 FEET SOUTH OF A WITNESS POST AND 1 FOOT EAST OF A
 LH1098'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LH1098'IS STAMPED GILTNER 1950.
 LH1098'
 LH1098'TO REACH THE STATION FROM THE POST OFFICE IN GILTNER, GO WEST
 LH1098'FOR 0.2 MILE TO A GRAVEL STREET, TURN RIGHT AND GO NORTH 0.2
 LH1098'MILE TO A T INTERSECTION.  TURN LEFT AND GO WEST FOR 0.65 MILE
 LH1098'TO A GRAVEL CROSSROAD, (THE AZIMUTH MARK IS 0.1 MILE TO THE
 LH1098'NORTH OF THIS CROSSROAD, ON THE RIGHT AS DESCRIBED.) TURN LEFT
 LH1098'AND GO SOUTH FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 LH1098'
 LH1098'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1098
 LH1098                          STATION RECOVERY (1966)
 LH1098
 LH1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HED)
 LH1098'THE STATION MARK, R.M. 1 AND R.M. 2 WERE RECOVERED AND IN GOOD
 LH1098'CONDITION AND AS PREVIOUSLY DESCRIBED IN 1950.  ADDITIONAL
 LH1098'DESCRIPTION- STATION IS 128 FEET NORTH OF THE WEST IRRIGATION PUMP
 LH1098'LOCATED ON THE EAST SIDE OF THE COUNTY ROAD.  THE AZIMUTH MARK
 LH1098'WAS NOT RECOVERED.  IT WAS PROBABLY DESTROYED BY THE RECENT
 LH1098'GRADING OF THE COUNTY ROAD.
 LH1098'
 LH1098'TO REACH, INFORMATION IS INADEQUATE FOR THE STATION.  NEW TO
 LH1098'REACH INFORMATION- FROM THE POST OFFICE IN GILTNER, PROCEED
 LH1098'2 BLOCKS NORTH, TURN RIGHT (EAST) AND CONTINUE FOR 0.15 MILE TO
 LH1098'THE INTERSECTION WITH HIGHWAY SPUR 502, TURN LEFT (NORTH) AND
 LH1098'CONTINUE ALONG SPUR 502 FOR 0.65 MILE TO THE JUNCTION WITH
 LH1098'AN EAST-WEST SECTION LINE GRAVELED ROAD, TURN LEFT (WEST)
 LH1098'AND PROCEED FOR 1.0 MILE ALONG SECTION LINE ROAD TO A
 LH1098'NORTH-SOUTH SECTION LINE ROAD, TURN LEFT (SOUTH) AND CONTINUE
 LH1098'ALONG SECTION LINE ROAD FOR 0.10 MILE TO THE STATION ON THE
 LH1098'RIGHT AS PREVIOUSLY DESCRIBED IN 1950.
 LH1098'
 LH1098'THE AZIMUTH MARK WAS RESET AT A NEW LOCATION.  IT IS A NEBRASKA
 LH1098'DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK, STAMPED GILTNER,
 LH1098'1950 RESET 1966 AND IS 78 FEET WEST OF THE FIELD ENTRANCE ON THE
 LH1098'NORTH, 29 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, AND
 LH1098'2 FEET SOUTH OF A POWER POLE.
 LH1098'
 LH1098'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH
 LH1098'ON NORTH-SOUTH SECTION LINE ROAD FOR 0.10 MILE TO THE
 LH1098'INTERSECTION WITH AN EAST-WEST GRAVELED SECTION LINE ROAD,
 LH1098'TURN LEFT (WEST) AND CONTINUE ALONG SECTION LINE ROAD FOR
 LH1098'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT ON THE NORTH SIDE
 LH1098'OF THE COUNTY ROAD.
 LH1098
 LH1098                          STATION RECOVERY (1971)
 LH1098
 LH1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LH1098'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 LH1098'2 (BENCH MARK M 336 1950) WERE RECOVERED AND FOUND IN GOOD
 LH1098'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND
 LH1098'AND ALL INDICATION FROM OLD TIES SHOW THE MARK WAS DESTROYED BY
 LH1098'ROAD CONSTRUCTION.  THE TO REACH THE STATION WAS FOUND ADEQUATE.
 LH1098'
 LH1098'TRIANGULATION STATION GILTNER CO OP (NRD) 1961 CAN BE USED AS THE
 LH1098'AZIMUTH MARK.  THIS MARK IS ON THE TOP OF THE GILTNER GRAIN
 LH1098'ELEVATOR, 1-1/2 MILES SOUTHEAST OF THE STATION.
 LH1098'
 LH1098'ADDITIONAL NOTES FOLLOW.
 LH1098'
 LH1098'STATION IS 45 FEET EAST OF A BOARD FENCE, 28.5 FEET
 LH1098'WEST OF A FENCE AND METAL WITNESS POST, 63 FEET WEST OF THE
 LH1098'CENTER OF A GRAVELED ROAD, AND 17 FEET NORTH OF A FENCE.
 LH1098'
 LH1098'REFERENCE MARK NO. 1 IS 12 FEET NORTH OF A T-FENCE CORNER POST
 LH1098'AND 1 FOOT WEST OF THE BOARD FENCE.
 LH1098'
 LH1098'REFERENCE MARK NO. 2 (B.M. M336) IS 6 FEET EAST OF HEDGE FENCE.
 LH1098'
 LH1098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MILES
 LH1098'NORTHWEST OF GILTNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1095 ***********************************************************************
 LH1095  DESIGNATION -  GILTNER 1
 LH1095  PID         -  LH1095
 LH1095  STATE/COUNTY-  NE/HAMILTON
 LH1095  USGS QUAD   -  GILTNER (1967)
 LH1095
 LH1095                         *CURRENT SURVEY CONTROL
 LH1095  ___________________________________________________________________
 LH1095* NAD 83(1995)-  40 48 33.46103(N)    098 14 11.68689(W)     ADJUSTED  
 LH1095* NAVD 88     -       580.23   (+/-2cm)    1903.6    (feet)  VERTCON   
 LH1095  ___________________________________________________________________
 LH1095  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 LH1095  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 LH1095
 LH1095  HORZ ORDER  -  SECOND
 LH1095  VERT ORDER  -  THIRD ? (See Below)
 LH1095
 LH1095.The horizontal coordinates were established by classical geodetic methods
 LH1095.and adjusted by the National Geodetic Survey in August 1997..
 LH1095
 LH1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1095.The vertical order pertains to the NGVD 29 superseded value.
 LH1095
 LH1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1095
 LH1095.The geoid height was determined by GEOID03.
 LH1095
 LH1095;                    North         East     Units Scale Factor Converg.
 LH1095;SPC NE       -   109,875.702   648,742.303   MT  0.99973194   +1 10 07.0
 LH1095;UTM  14      - 4,517,867.679   564,389.798   MT  0.99965103   +0 29 56.2
 LH1095
 LH1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1095!SPC NE       -   0.99991296  x   0.99973194  =   0.99964492
 LH1095!UTM  14      -   0.99991296  x   0.99965103  =   0.99956402
 LH1095
 LH1095:                Primary Azimuth Mark                     Grid Az
 LH1095:SPC NE       -  GILTNER NEBR EDUCATION TV MAST           134 47 44.4
 LH1095:UTM  14      -  GILTNER NEBR EDUCATION TV MAST           135 27 55.2
 LH1095
 LH1095|---------------------------------------------------------------------|
 LH1095| PID    Reference Object                     Distance      Geod. Az  |
 LH1095|                                                           dddmmss.s |
 LH1095| LH1097 GILTNER NEBR EDUCATION TV MAST      APPROX. 1.4 KM 1355751.4 |
 LH1095| LH1131 HASTINGS TV STATION KHAS TOWER      APPROX.21.7 KM 2150050.6 |
 LH1095| CN8607 GILTNER 1 RM 1                                     32701     |
 LH1095|---------------------------------------------------------------------|
 LH1095
 LH1095                          SUPERSEDED SURVEY CONTROL
 LH1095
 LH1095  NAD 83(1986)-  40 48 33.46875(N)    098 14 11.68936(W) AD(       ) 2
 LH1095  NAD 27      -  40 48 33.42526(N)    098 14 10.47642(W) AD(       ) 2
 LH1095  NGVD 29 (07/19/86)  579.99   (m)         1902.9    (f) LEVELING    3  
 LH1095
 LH1095.Superseded values are not recommended for survey control.
 LH1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1095.See file dsdata.txt to determine how the superseded data were derived.
 LH1095
 LH1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6439017868(NAD 83)
 LH1095_MARKER: DD = SURVEY DISK
 LH1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1095
 LH1095  HISTORY     - Date     Condition        Report By
 LH1095  HISTORY     - 1961     MONUMENTED       NEDR
 LH1095
 LH1095                          STATION DESCRIPTION
 LH1095
 LH1095'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LH1095'THE STATION IS LOCATED 5 MILES SOUTH AND 5 MILES EAST OF THE JUNCTION
 LH1095'OF HIGHWAY NO. 2 AND NO. 34 AND OLD HIGHWAY NO. 281, IN SECTION 28
 LH1095'T10N, R8W.
 LH1095'
 LH1095'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 2 AND 34 AND
 LH1095'OLD HIGHWAY 281, PROCEED 5.3 MILES SOUTH ON OLD HIGHWAY 281 TO
 LH1095'COUNTY ROAD INTERSECTION.  TURN LEFT (EAST) AND PROCEED ON COUNTY
 LH1095'ROAD.  5.0 MILES TO COUNTY ROAD INTERSECTION, TURN RIGHT (SOUTH)
 LH1095'AND PROCEED ALONG COUNTY ROAD 0.3 MILES, TO FIELD ENTRANCE ON
 LH1095'EAST SIDE OF ROAD.  TURN LEFT (EAST) INTO FIELD AND TURN RIGHT
 LH1095'AND PROCEED SOUTH FOR 200 FEET, TURN LEFT (EAST) AND PROCEED ALONG
 LH1095'OLD TRAIL ROAD ON CROPLINE FOR 0.45 MILES, THEN TURN LEFT
 LH1095'(NORTH) AND PROCEED 33 FEET ON TRAIL ROAD TO STATION.
 LH1095'
 LH1095'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK
 LH1095'STAMPED GILTNER 1, 1961.  IT IS SET IN CONCRETE 2 FT. BELOW GROUND
 LH1095'ELEVATION.  IT IS LOCATED 33.0 FEET NORTH OF CENTERLINE OF
 LH1095'EAST-WEST TRAIL ROAD, 276.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 LH1095'SOUTH CONCRETE MOTOR MOUNT ON IRRIGATION WELL MOTOR.
 LH1095'
 LH1095'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LH1095'DISK STAMPED GILTNER 1 R.M. 1.  IT IS SET IN A 6 INCH CONCRETE POST
 LH1095'2.5 FEET SOUTH OF SOUTHEAST CORNER OF SOUTH CONCRETE MOTOR MOUNT
 LH1095'ON IRRIGATION WELL MOTOR.
 LH1095'
 LH1095'R.M. 2 - NONE
 LH1095'
 LH1095'AZIMUTH MARK - NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1142 ***********************************************************************
 LH1142  DESIGNATION -  GILTNER 2
 LH1142  PID         -  LH1142
 LH1142  STATE/COUNTY-  NE/HAMILTON
 LH1142  USGS QUAD   -  DONIPHAN (1993)
 LH1142
 LH1142                         *CURRENT SURVEY CONTROL
 LH1142  ___________________________________________________________________
 LH1142* NAD 83(1995)-  40 48 38.95490(N)    098 16 57.51767(W)     ADJUSTED  
 LH1142* NAVD 88     -       583.05   (+/-2cm)    1912.9    (feet)  VERTCON   
 LH1142  ___________________________________________________________________
 LH1142  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 LH1142  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 LH1142
 LH1142  HORZ ORDER  -  SECOND
 LH1142  VERT ORDER  -  THIRD ? (See Below)
 LH1142
 LH1142.The horizontal coordinates were established by classical geodetic methods
 LH1142.and adjusted by the National Geodetic Survey in August 1997..
 LH1142
 LH1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1142.The vertical order pertains to the NGVD 29 superseded value.
 LH1142
 LH1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1142
 LH1142.The geoid height was determined by GEOID03.
 LH1142
 LH1142;                    North         East     Units Scale Factor Converg.
 LH1142;SPC NE       -   109,966.881   644,854.005   MT  0.99973161   +1 08 17.1
 LH1142;UTM  14      - 4,518,004.271   560,503.158   MT  0.99964506   +0 28 07.9
 LH1142
 LH1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1142!SPC NE       -   0.99991251  x   0.99973161  =   0.99964414
 LH1142!UTM  14      -   0.99991251  x   0.99964506  =   0.99955760
 LH1142
 LH1142|---------------------------------------------------------------------|
 LH1142| PID    Reference Object                     Distance      Geod. Az  |
 LH1142|                                                           dddmmss.s |
 LH1142| CN8612 GILTNER 2 RM 1                                     03356     |
 LH1142| LH1097 GILTNER NEBR EDUCATION TV MAST      APPROX. 5.0 KM 1033057.3 |
 LH1142| CN8613 GILTNER 2 RM 2                                     15139     |
 LH1142| LH1131 HASTINGS TV STATION KHAS TOWER      APPROX.19.9 KM 2052922.1 |
 LH1142| LH1156 GRAND IS NEBR ST PATROL MAST        APPROX.14.8 KM 3263838.7 |
 LH1142| CN8611 GILTNER 2 AZ MK                                    3591416.4 |
 LH1142|---------------------------------------------------------------------|
 LH1142
 LH1142                          SUPERSEDED SURVEY CONTROL
 LH1142
 LH1142  NAD 83(1986)-  40 48 38.96258(N)    098 16 57.52000(W) AD(       ) 2
 LH1142  NAD 27      -  40 48 38.91803(N)    098 16 56.30365(W) AD(       ) 2
 LH1142  NGVD 29 (07/19/86)  582.81   (m)         1912.1    (f) LEVELING    3  
 LH1142
 LH1142.Superseded values are not recommended for survey control.
 LH1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1142.See file dsdata.txt to determine how the superseded data were derived.
 LH1142
 LH1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6050318004(NAD 83)
 LH1142_MARKER: DD = SURVEY DISK
 LH1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1142
 LH1142  HISTORY     - Date     Condition        Report By
 LH1142  HISTORY     - 1961     MONUMENTED       NEDR
 LH1142
 LH1142                          STATION DESCRIPTION
 LH1142
 LH1142'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LH1142'THE STATION IS LOCATED 5.6 MILES SOUTH AND 3.0 MILES EAST OF THE
 LH1142'JUNCTION OF U.S. 34, NEBRASKA 2 AND OLD U.S. 281 IN SECTION 30,
 LH1142'T10N, RANGE 8W.
 LH1142'
 LH1142'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 34, NEBR. 2 AND
 LH1142'OLD U.S. 281, GO 5.3 MILES SOUTH ALONG OLD HIGHWAY U.S. 281 TO A
 LH1142'COUNTY ROAD INTERSECTION.  TURN LEFT AND GO EAST 3.0 MILES TO A
 LH1142'COUNTY ROAD INTERSECTION, TURN RIGHT AND GO SOUTH 0.3 MILES TO THE
 LH1142'STATION IN THE ROAD AS DESCRIBED.
 LH1142'
 LH1142'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK,
 LH1142'STAMPED GILTNER 2, 1961 SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 LH1142'IS BURIED 0.5 FEET BELOW THE SURFACE OF THE ROADWAY.  IT IS 8.2
 LH1142'FEET WEST TO THE CENTERLINE OF THE ROADWAY, 23.5 FEET SOUTH TO THE
 LH1142'CENTERLINE OF A FIELD ENTRANCE AND 23.5 FEET EAST TO A STEEL
 LH1142'WITNESS POST.
 LH1142'
 LH1142'REFERENCE MARK NUMBER ONE IS A DEPARTMENT OF ROADS STANDARD
 LH1142'REFERENCE MARK DISK STAMPED GILTNER 2 R.M. 1 SET IN THE TOP OF A
 LH1142'SIX INCH CONCRETE MONUMENT WHICH PROJECTS 0.3 FEET ABOVE THE
 LH1142'GROUND.  IT IS 31.5 FEET WEST TO THE CENTERLINE OF COUNTY ROAD, 59.0
 LH1142'FEET SOUTH TO THE CENTERLINE OF FIELD ENTRANCE AND 0.9 FEET
 LH1142'EAST TO EAST R.O.W. FENCE.
 LH1142'
 LH1142'REFERENCE MARK NUMBER TWO IS A DEPARTMENT OF ROADS STANDARD
 LH1142'REFERENCE MARK DISK STAMPED GILTNER 2 R.M. 2 SET IN THE TOP OF A
 LH1142'6-INCH CONCRETE MONUMENT WHICH PROJECTS 0.3 FEET ABOVE GROUND.  IT
 LH1142'IS 32.0 FEET WEST TO THE CENTERLINE OF THE COUNTY ROAD, 19.3 FEET
 LH1142'NORTH TO THE CENTERLINE OF A FIELD ENTRANCE AND 2.5 FEET EAST TO
 LH1142'THE EAST R.O.W. FENCE.
 LH1142'
 LH1142'THE AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LH1142'STAMPED GILTNER 2 1961 SET IN THE TOP OF A 6-INCH CONCRETE MONUMENT
 LH1142'WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.  IT IS 34.5 FEET EAST TO
 LH1142'THE CENTERLINE OF THE COUNTY ROAD, 1.0 FEET WEST TO A STEEL
 LH1142'WITNESS POST AND 2.0 FEET SOUTHWEST TO A CORNER POST.
 LH1142'
 LH1142'TO REACH THE AZIMUTH MARK GO 0.5 MILES NORTH ALONG THE COUNTY ROAD
 LH1142'TO THE AZIMUTH MARK ON THE LEFT (WEST) AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1144 ***********************************************************************
 LH1144  DESIGNATION -  GILTNER 281
 LH1144  PID         -  LH1144
 LH1144  STATE/COUNTY-  NE/HALL
 LH1144  USGS QUAD   -  DONIPHAN (1993)
 LH1144
 LH1144                         *CURRENT SURVEY CONTROL
 LH1144  ___________________________________________________________________
 LH1144* NAD 83(1995)-  40 48 09.80084(N)    098 20 25.27826(W)     ADJUSTED  
 LH1144* NAVD 88     -       587.96   (+/-2cm)    1929.0    (feet)  VERTCON   
 LH1144  ___________________________________________________________________
 LH1144  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LH1144  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 LH1144
 LH1144  HORZ ORDER  -  SECOND
 LH1144  VERT ORDER  -  THIRD ? (See Below)
 LH1144
 LH1144.The horizontal coordinates were established by classical geodetic methods
 LH1144.and adjusted by the National Geodetic Survey in August 1997..
 LH1144
 LH1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1144.The vertical order pertains to the NGVD 29 superseded value.
 LH1144
 LH1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1144
 LH1144.The geoid height was determined by GEOID03.
 LH1144
 LH1144;                    North         East     Units Scale Factor Converg.
 LH1144;SPC NE       -   108,972.898   640,004.093   MT  0.99973332   +1 05 59.4
 LH1144;UTM  14      - 4,517,067.069   555,642.412   MT  0.99963811   +0 25 51.8
 LH1144
 LH1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1144!SPC NE       -   0.99991172  x   0.99973332  =   0.99964507
 LH1144!UTM  14      -   0.99991172  x   0.99963811  =   0.99954986
 LH1144
 LH1144:                Primary Azimuth Mark                     Grid Az
 LH1144:SPC NE       -  GRAND IS HALL CO CTHSE                   359 14 33.6
 LH1144:UTM  14      -  GRAND IS HALL CO CTHSE                   359 54 41.2
 LH1144
 LH1144|---------------------------------------------------------------------|
 LH1144| PID    Reference Object                     Distance      Geod. Az  |
 LH1144|                                                           dddmmss.s |
 LH1144| LH1134 GRAND IS HALL CO CTHSE              APPROX.13.4 KM 0002033.0 |
 LH1144| CN8615 GILTNER 281 RM 1                                   03120     |
 LH1144| LH1097 GILTNER NEBR EDUCATION TV MAST      APPROX. 9.7 KM 0913244.2 |
 LH1144| CN8616 GILTNER 281 RM 2                                   14317     |
 LH1144| CN8614 GILTNER 281 AZ MK                                  1810454.1 |
 LH1144| LH1143 DONIPHAN MUNICIPAL TANK             APPROX. 4.1 KM 2174437.6 |
 LH1144| LH1157 CORNHUSKER ORD PLANT WATER TK       APPROX.17.6 KM 3182658.3 |
 LH1144| LH1156 GRAND IS NEBR ST PATROL MAST        APPROX.13.7 KM 3460430.1 |
 LH1144|---------------------------------------------------------------------|
 LH1144
 LH1144                          SUPERSEDED SURVEY CONTROL
 LH1144
 LH1144  NAD 83(1986)-  40 48 09.80852(N)    098 20 25.28024(W) AD(       ) 2
 LH1144  NAD 27      -  40 48 09.76164(N)    098 20 24.06216(W) AD(       ) 2
 LH1144  NGVD 29 (07/19/86)  587.72   (m)         1928.2    (f) LEVELING    3  
 LH1144
 LH1144.Superseded values are not recommended for survey control.
 LH1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1144.See file dsdata.txt to determine how the superseded data were derived.
 LH1144
 LH1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5564217067(NAD 83)
 LH1144_MARKER: DD = SURVEY DISK
 LH1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1144
 LH1144  HISTORY     - Date     Condition        Report By
 LH1144  HISTORY     - 1961     MONUMENTED       NEDR
 LH1144
 LH1144                          STATION DESCRIPTION
 LH1144
 LH1144'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LH1144'THE STATION IS LOCATED 6.2 MILES SOUTH OF THE JUNCTION OF OLD HIGHWAY
 LH1144'U.S. 281, U.S. 34 AND NEBR. 2 IN SECTION 27 T 10 N R 9 W.
 LH1144'
 LH1144'TO REACH THE STATION FROM THE JUNCTION OF OLD HIGHWAY U.S. 281,
 LH1144'U.S. 34 AND NEBR. 2, GO SOUTH 6.2 MILES TO THE STATION ON THE LEFT
 LH1144'(EAST) SHOULDER OF OLD U.S. 281.
 LH1144'
 LH1144'THE STATION MARK IS A DEPARTMENT OF ROADS STANDARD BRASS DISK SET
 LH1144'IN TOP OF A CONCRETE MONUMENT, STAMPED GILTNER 281, 1961, BURIED
 LH1144'0.7 FOOT BELOW THE SURFACE OF THE SHOULDER.  IT IS 5.4 FEET WEST
 LH1144'TO THE EAST EDGE OF THE CONCRETE PAVEMENT AND 34.2 FEET EAST TO A
 LH1144'STEEL WITNESS POST.
 LH1144'
 LH1144'REFERENCE MARK NUMBER ONE IS A STANDARD NEBRASKA DEPARTMENT OF ROADS
 LH1144'BRASS DISK STAMPED GILTNER-281, RM 1 SET IN THE TOP OF A 6 IN.
 LH1144'CONCRETE MONUMENT WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.  IT IS
 LH1144'39.4 FEET WEST TO EAST EDGE OF CONCRETE PAVEMENT, AND 0.6 FEET
 LH1144'EAST TO EAST R.O.W. FENCE.
 LH1144'
 LH1144'REFERENCE MARK NUMBER TWO IS A DEPARTMENT OF ROADS STANDARD
 LH1144'REFERENCE MARK DISK STAMPED GILTNER 281 RM 2 SET IN THE TOP OF A 6
 LH1144'INCH CONCRETE MONUMENT WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
 LH1144'IT IS 38.4 FEET WEST TO EAST EDGE OF CONCRETE PAVEMENT AND 1.5
 LH1144'FEET EAST TO EAST R.O.W. FENCE.
 LH1144'
 LH1144'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK, STAMPED
 LH1144'GILTNER-281, 1961 SET IN THE TOP OF A 6 INCH CONCRETE MONUMENT WHICH
 LH1144'PROJECTS 0.1 FOOT ABOVE THE GROUND.  IT IS 26.0 FEET EAST TO WEST
 LH1144'EDGE OF CONCRETE PAVEMENT, 6.1 FEET SOUTH TO NORTH EDGE OF 12 IN.
 LH1144'TREE AND 2.4 FEET SOUTH TO A STEEL WITNESS POST.
 LH1144'
 LH1144'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.5 MILES SOUTH ALONG
 LH1144'OLD U.S. 281 TO THE AZIMUTH MARK ON THE RIGHT (WEST) AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1096 ***********************************************************************
 LH1096  DESIGNATION -  GILTNER 502
 LH1096  PID         -  LH1096
 LH1096  STATE/COUNTY-  NE/HAMILTON
 LH1096  USGS QUAD   -  GILTNER (1967)
 LH1096
 LH1096                         *CURRENT SURVEY CONTROL
 LH1096  ___________________________________________________________________
 LH1096* NAD 83(1995)-  40 48 52.51829(N)    098 08 58.36964(W)     ADJUSTED  
 LH1096* NAVD 88     -       558.57   (+/-2cm)    1832.6    (feet)  VERTCON   
 LH1096  ___________________________________________________________________
 LH1096  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 LH1096  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 LH1096
 LH1096  HORZ ORDER  -  SECOND
 LH1096  VERT ORDER  -  THIRD ? (See Below)
 LH1096
 LH1096.The horizontal coordinates were established by classical geodetic methods
 LH1096.and adjusted by the National Geodetic Survey in August 1997..
 LH1096
 LH1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1096.The vertical order pertains to the NGVD 29 superseded value.
 LH1096
 LH1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1096
 LH1096.The geoid height was determined by GEOID03.
 LH1096
 LH1096;                    North         East     Units Scale Factor Converg.
 LH1096;SPC NE       -   110,616.699   656,069.719   MT  0.99973083   +1 13 34.6
 LH1096;UTM  14      - 4,518,522.890   571,724.834   MT  0.99966332   +0 33 21.2
 LH1096
 LH1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1096!SPC NE       -   0.99991638  x   0.99973083  =   0.99964723
 LH1096!UTM  14      -   0.99991638  x   0.99966332  =   0.99957973
 LH1096
 LH1096|---------------------------------------------------------------------|
 LH1096| PID    Reference Object                     Distance      Geod. Az  |
 LH1096|                                                           dddmmss.s |
 LH1096| CN8618 GILTNER 502 RM 1                                   05836     |
 LH1096| CN8619 GILTNER 502 RM 2                                   16636     |
 LH1096| CN8617 GILTNER 502 AZ MK                                  1815904.4 |
 LH1096| LH1094 GILTNER COOP                        APPROX. 4.6 KM 1834818.1 |
 LH1096| LH1097 GILTNER NEBR EDUCATION TV MAST      APPROX. 6.6 KM 2560326.5 |
 LH1096|---------------------------------------------------------------------|
 LH1096
 LH1096                          SUPERSEDED SURVEY CONTROL
 LH1096
 LH1096  NAD 83(1986)-  40 48 52.52625(N)    098 08 58.37176(W) AD(       ) 2
 LH1096  NAD 27      -  40 48 52.48484(N)    098 08 57.16716(W) AD(       ) 2
 LH1096  NGVD 29 (07/19/86)  558.33   (m)         1831.8    (f) LEVELING    3  
 LH1096
 LH1096.Superseded values are not recommended for survey control.
 LH1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1096.See file dsdata.txt to determine how the superseded data were derived.
 LH1096
 LH1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7172518523(NAD 83)
 LH1096_MARKER: DD = SURVEY DISK
 LH1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1096
 LH1096  HISTORY     - Date     Condition        Report By
 LH1096  HISTORY     - 1961     MONUMENTED       NEDR
 LH1096
 LH1096                          STATION DESCRIPTION
 LH1096
 LH1096'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LH1096'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF GILTNER, IN SECTION
 LH1096'20-T 10N R7W.
 LH1096'
 LH1096'TO REACH STATION FROM THE R.R. DEPOT AT GILTNER PROCEED 0.3 MILES
 LH1096'NORTHEAST ALONG R.R. TRACKS TO INTERSECTION OF STATE HIGHWAY 502.
 LH1096'GO NORTH 2.9 MILES ALONG HIGHWAY 502 TO COUNTY ROAD INTERSECTION.
 LH1096'
 LH1096'STATION MARKER IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK
 LH1096'STAMPED GILTNER 502-1961.  22.0 FEET SOUTH TO CENTERLINE OF COUNTY
 LH1096'ROAD, 52.0 FEET WEST TO CENTERLINE OF HIGHWAY 502 AND 16.0 FEET
 LH1096'NORTHEAST TO STEEL WITNESS POST.  STATION IS BURIED 0.2 FEET BELOW
 LH1096'GROUND ELEVATION.
 LH1096'
 LH1096'REFERENCE MARKER 1 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LH1096'DISK STAMPED GILTNER 502 RM 1.  IT IS 67.5 FEET EAST OF CENTERLINE
 LH1096'HIGHWAY 502, 30.6 FEET NORTH OF CENTERLINE COUNTY ROAD, 2.3 FEET
 LH1096'SOUTHWEST OF STEEL WITNESS POST AND PROJECTS 0.3 FEET ABOVE GROUND
 LH1096'ELEVATION.
 LH1096'
 LH1096'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LH1096'DISK STAMPED GILTNER 502 RM 2.  IT IS 64.7 FT. EAST OF CENTERLINE
 LH1096'HIGHWAY 502, 33.5 FT. SOUTH OF CENTERLINE OF COUNTY ROAD.  2.8
 LH1096'FT. NORTHWEST OF TELEPHONE POLE, PROJECTING 0.3 FT. ABOVE GROUND
 LH1096'ELEVATION.
 LH1096'
 LH1096'AZIMUTH MARK IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK DISK
 LH1096'STAMPED GILTNER 502, 1961.  IT IS 56.2 FT. WEST OF HIGHWAY 502,
 LH1096'24.7 NORTH OF FIELD ENTRANCE ON WEST SIDE OF HIGHWAY.  IT IS 3.8
 LH1096'FT. EAST OF P.P., 1.0 FT. EAST OF STEEL WITNESS POST, SET 0.2 FT.
 LH1096'ABOVE GROUND ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1094 ***********************************************************************
 LH1094  DESIGNATION -  GILTNER COOP
 LH1094  PID         -  LH1094
 LH1094  STATE/COUNTY-  NE/HAMILTON
 LH1094  USGS QUAD   -  GILTNER (1967)
 LH1094
 LH1094                         *CURRENT SURVEY CONTROL
 LH1094  ___________________________________________________________________
 LH1094* NAD 83(1995)-  40 46 23.07166(N)    098 09 11.44394(W)     ADJUSTED  
 LH1094* NAVD 88     -       606.77   (+/-2cm)    1990.7    (feet)  VERTCON   
 LH1094  ___________________________________________________________________
 LH1094  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 LH1094  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 LH1094
 LH1094  HORZ ORDER  -  SECOND
 LH1094  VERT ORDER  -  THIRD ? (See Below)
 LH1094
 LH1094.The horizontal coordinates were established by classical geodetic methods
 LH1094.and adjusted by the National Geodetic Survey in August 1997..
 LH1094
 LH1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1094.The vertical order pertains to the NGVD 29 superseded value.
 LH1094
 LH1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1094
 LH1094.The geoid height was determined by GEOID03.
 LH1094
 LH1094;                    North         East     Units Scale Factor Converg.
 LH1094;SPC NE       -   106,002.411   655,861.899   MT  0.99973975   +1 13 26.0
 LH1094;UTM  14      - 4,513,911.683   571,463.040   MT  0.99966286   +0 33 11.0
 LH1094
 LH1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1094!SPC NE       -   0.99990882  x   0.99973975  =   0.99964860
 LH1094!UTM  14      -   0.99990882  x   0.99966286  =   0.99957171
 LH1094
 LH1094:                Primary Azimuth Mark                     Grid Az
 LH1094:SPC NE       -  DOWD                                     050 28 56.5
 LH1094:UTM  14      -  DOWD                                     051 09 11.5
 LH1094
 LH1094|---------------------------------------------------------------------|
 LH1094| PID    Reference Object                     Distance      Geod. Az  |
 LH1094|                                                           dddmmss.s |
 LH1094| LH1092 DOWD                                APPROX.15.6 KM 0514222.5 |
 LH1094| LH1131 HASTINGS TV STATION KHAS TOWER      APPROX.23.9 KM 2345024.0 |
 LH1094|---------------------------------------------------------------------|
 LH1094
 LH1094                          SUPERSEDED SURVEY CONTROL
 LH1094
 LH1094  NAD 83(1986)-  40 46 23.07939(N)    098 09 11.44586(W) AD(       ) 2
 LH1094  NAD 27      -  40 46 23.03622(N)    098 09 10.23973(W) AD(       ) 2
 LH1094  NGVD 29 (07/19/86)  606.54   (m)         1990.0    (f) LEVELING    3  
 LH1094
 LH1094.Superseded values are not recommended for survey control.
 LH1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1094.See file dsdata.txt to determine how the superseded data were derived.
 LH1094
 LH1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7146313912(NAD 83)
 LH1094_MARKER: DD = SURVEY DISK
 LH1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1094_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1094+STABILITY: SURFACE MOTION
 LH1094
 LH1094  HISTORY     - Date     Condition        Report By
 LH1094  HISTORY     - 1961     MONUMENTED       NEDR
 LH1094
 LH1094                          STATION DESCRIPTION
 LH1094
 LH1094'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LH1094'THE STATION IS LOCATED IN GILTNER ON TOP OF THE GILTNER CO-OP
 LH1094'ELEVATOR IN SECTION 6, T9N R7W.
 LH1094'
 LH1094'TO REACH THE STATION FROM THE POST OFFICE IN GILTNER, GO SOUTH ONE
 LH1094'BLOCK AND TURN LEFT (EAST) ON A DIAGONAL ROAD TO THE ELEVATOR ON
 LH1094'THE RIGHT.  TO REACH THE STATION ON TOP OF THE ELEVATOR USE THE
 LH1094'SELF-OPERATED MAN LIFT TO TOP FLOOR AND CONTINUE TO THE ROOF BY
 LH1094'LADDER WHICH IS MOUNTED TO THE INSIDE OF THE WALL.  THE STATION
 LH1094'IS IN THE NORTH HALF OF THE ROOF.  CONTACT THE MANAGER ABOUT
 LH1094'ENTERING ELEVATOR.
 LH1094'
 LH1094'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK
 LH1094'STAMPED GILTNER CO-OP 1961.  SET IN THE TOP OF A TEN INCH SQUARE
 LH1094'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE ROOF.
 LH1094'
 LH1094'THERE ARE NO REFERENCE MARKS.
 LH1094'
 LH1094'THERE IS NO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1097 ***********************************************************************
 LH1097  DESIGNATION -  GILTNER NEBR EDUCATION TV MAST
 LH1097  PID         -  LH1097
 LH1097  STATE/COUNTY-  NE/HAMILTON
 LH1097  USGS QUAD   -  GILTNER (1967)
 LH1097
 LH1097                         *CURRENT SURVEY CONTROL
 LH1097  ___________________________________________________________________
 LH1097* NAD 83(1995)-  40 48 01.08896(N)    098 13 30.50017(W)     ADJUSTED  
 LH1097* NAVD 88     -                                                        
 LH1097  ___________________________________________________________________
 LH1097  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 LH1097  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 LH1097
 LH1097  HORZ ORDER  -  THIRD
 LH1097
 LH1097.The horizontal coordinates were established by classical geodetic methods
 LH1097.and adjusted by the National Geodetic Survey in August 1997..
 LH1097
 LH1097
 LH1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1097
 LH1097.The geoid height was determined by GEOID03.
 LH1097
 LH1097;                    North         East     Units Scale Factor Converg.
 LH1097;SPC NE       -   108,897.336   649,727.673   MT  0.99973384   +1 10 34.3
 LH1097;UTM  14      - 4,516,877.942   565,363.587   MT  0.99965259   +0 30 22.8
 LH1097
 LH1097                          SUPERSEDED SURVEY CONTROL
 LH1097
 LH1097  NAD 83(1986)-  40 48 01.09658(N)    098 13 30.50215(W) AD(       ) 4
 LH1097  NAD 27      -  40 48 01.05209(N)    098 13 29.28857(W) AD(       ) 3
 LH1097
 LH1097.Superseded values are not recommended for survey control.
 LH1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1097.See file dsdata.txt to determine how the superseded data were derived.
 LH1097
 LH1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6536416878(NAD 83)
 LH1097_MARKER: 42 = RADIO/TV MAST
 LH1097
 LH1097  HISTORY     - Date     Condition        Report By
 LH1097  HISTORY     - 1961     FIRST OBSERVED   CGS
 LH1097
 LH1097                          STATION DESCRIPTION
 LH1097
 LH1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WEW)
 LH1097'THE STATION IS LOCATED ABOUT 1.7 MILES NORTH AND 4 MILES WEST OF THE
 LH1097'RAILROAD STATION IN GILTNER IN THE SOUTHWEST CORNER OF THE SOUTHWEST
 LH1097'1/4 OF SECTION 27, T10N, R8W.
 LH1097'
 LH1097'TO REACH THE STATION FROM THE RAILROAD STATION IN GILTNER PROCEED
 LH1097'NORTHEAST ALONG THE RAILROAD TRACKS FOR 0.3 MILE TO THE JUNCTION
 LH1097'WITH STATE HIGHWAY 502, TURN LEFT (NORTH) AND PROCEED FOR 1.7 MILES
 LH1097'TO THE INTERSECTION WITH A COUNTY ROAD, TURN LEFT (WEST) AND
 LH1097'PROCEED FOR 4 MILES TO THE STATION ON THE RIGHT.  THE STATION IS
 LH1097'APPROXIMATELY 200 FT. EAST OF THE NORTH-SOUTH SECTION LINE AND 200
 LH1097'FT. NORTH OF THE EAST-WEST SECTION LINE.
 LH1097'
 LH1097'THE LIGHT ON TOP OF THE TOWER WAS USED FOR THE SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0710 ***********************************************************************
 NP0710  DESIGNATION -  GIRARD
 NP0710  PID         -  NP0710
 NP0710  STATE/COUNTY-  NE/BOX BUTTE
 NP0710  USGS QUAD   -  BOX BUTTE RESERVOIR WEST (1974)
 NP0710
 NP0710                         *CURRENT SURVEY CONTROL
 NP0710  ___________________________________________________________________
 NP0710* NAD 83(1995)-  42 25 11.17262(N)    103 12 41.14278(W)     ADJUSTED  
 NP0710* NAVD 88     -      1345.     (meters)    4413.     (feet)  SCALED    
 NP0710  ___________________________________________________________________
 NP0710  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 NP0710  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 NP0710
 NP0710  HORZ ORDER  -  FIRST
 NP0710
 NP0710.The horizontal coordinates were established by classical geodetic methods
 NP0710.and adjusted by the National Geodetic Survey in August 1997..
 NP0710
 NP0710.The orthometric height was scaled from a topographic map.
 NP0710
 NP0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0710
 NP0710.The geoid height was determined by GEOID03.
 NP0710
 NP0710;                    North         East     Units Scale Factor Converg.
 NP0710;SPC NE       -   292,079.895   235,803.881   MT  0.99978591   -2 07 41.5
 NP0710;UTM  13      - 4,697,934.091   647,149.926   MT  0.99986642   +1 12 24.2
 NP0710
 NP0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0710!SPC NE       -   0.99979200  x   0.99978591  =   0.99957796
 NP0710!UTM  13      -   0.99979200  x   0.99986642  =   0.99965845
 NP0710
 NP0710|---------------------------------------------------------------------|
 NP0710| PID    Reference Object                     Distance      Geod. Az  |
 NP0710|                                                           dddmmss.s |
 NP0710| CQ3818 GIRARD RM 1                          38.210 METERS 11512     |
 NP0710| NP0708 HEMINGFORD MUNICIPAL STANDPIPE      APPROX.15.4 KM 1342340.0 |
 NP0710| NP0709 HEMINGFORD HIGH SCHOOL CHIMNEY      APPROX.15.4 KM 1343940.3 |
 NP0710| CQ3817 GIRARD AZ MK                                       1693236.7 |
 NP0710| CQ3819 GIRARD RM 2                          39.484 METERS 21556     |
 NP0710|---------------------------------------------------------------------|
 NP0710
 NP0710                          SUPERSEDED SURVEY CONTROL
 NP0710
 NP0710  NAD 83(1995)-  42 25 11.17273(N)    103 12 41.14301(W) AD(       ) 1
 NP0710  NAD 83(1986)-  42 25 11.17150(N)    103 12 41.13642(W) AD(       ) 1
 NP0710  NAD 27      -  42 25 11.30900(N)    103 12 39.41600(W) AD(       ) 1
 NP0710
 NP0710.Superseded values are not recommended for survey control.
 NP0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0710.See file dsdata.txt to determine how the superseded data were derived.
 NP0710
 NP0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4715097934(NAD 83)
 NP0710_MARKER: DS = TRIANGULATION STATION DISK
 NP0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0710
 NP0710  HISTORY     - Date     Condition        Report By
 NP0710  HISTORY     - 1934     MONUMENTED       CGS
 NP0710  HISTORY     - 1967     GOOD             USAF
 NP0710
 NP0710                          STATION DESCRIPTION
 NP0710
 NP0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0710'THIS STATION IS ABOUT 4 MILES ESE OF MARSLAND ON GRASSY
 NP0710'PASTURE LAND ON THE EDGE OF THE BLUFFS OVERLOOKING THE NIOBRARA
 NP0710'RIVER TO THE N, TWO MILES S OF THE RIVER, ONE MILE NE OF THE
 NP0710'CHICAGO, BURLINGTON, AND QUINCY RAILROAD, AND 0.3 MILE NNW
 NP0710'OF A LONE NW FENCE CORNER.  THERE ARE SEVERAL ACRES OF NEATLY
 NP0710'FLAT PASTURE LAND IN THE VICINITY, AND THE STATION IS ON THE
 NP0710'HIGHEST GROUND ALONG BLUFFS FOR SEVERAL MILES E OR W.  THERE
 NP0710'ARE SOME LOWER WHITISH HILLS A FEW RODS N AND NE.  THE MARK
 NP0710'PROJECTS 8 INCHES.  THE LAND THE STATION IS LOCATED ON IS
 NP0710'OWNED BY THE FIRMAN BROTHERS, WHO LIVE ABOUT 2 MILES N ON
 NP0710'THE NIOBRARA RIVER.
 NP0710'
 NP0710'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0710'BRONZE DISKS SET IN CONCRETE.
 NP0710'
 NP0710'REFERENCE MARK NO. 1 IS ESE AND NO. 2 IS SSW OF THE STATION.
 NP0710'THEY PROJECT 10 INCHES.
 NP0710'
 NP0710'THE AZIMUTH MARK IS SSE OF THE STATION, 15.8 FEET W OF A N-S
 NP0710'FENCE AND PROJECTS 8 INCHES.
 NP0710'
 NP0710'THE STATION IS REACHED FROM THE FLAGPOLE IN STREET WHERE MAIN
 NP0710'STREET CROSSES STATE ROUTE 2 BY GOING N 1.0 MILE, THEN LEFT,
 NP0710'OR W, AND GO 5.0 MILES TO A T-INTERSECTION.  TURN RIGHT, OR
 NP0710'N, AND GO 2.0 MILES, (THE MAIN LEFT FORK GOES NORTHWESTERLY
 NP0710'ALONG THE RAILROAD TRACKS 0.7 MILE TO NONPAREIL POST OFFICE,
 NP0710'FORMERLY KNOWN AS GIRARD).  CONTINUE DUE N ON THE RIGHT FORK,
 NP0710'CROSSING RAILROAD TRACKS 50 YARDS N OF THE FORK, THENCE N
 NP0710'2.9 MILES ON A SECTION LINE ROAD.  LEAVE SECTION LINE ROAD AND
 NP0710'TURN W THROUGH THE S ONE OF TWO GATES AND DRIVE W ON TRACK
 NP0710'ROAD ALONG S SIDE OF FENCE FOR 2.0 MILES.  TAKE RIGHT FORK
 NP0710'AND PASS THROUGH AN ANGLING WIRE GATE, THEN TURN N AND
 NP0710'FOLLOW DIM FARM TRACKS N 0.5 MILE, (THERE IS A LONE NW FENCE
 NP0710'CORNER 50 YARDS E OF THE TRACK ROAD.) FROM THIS FENCE
 NP0710'CORNER DRIVE NNW ACROSS PASTURE LAND 0.3 MILE TO THE
 NP0710'HIGHEST GROUND AND THE STATION.
 NP0710'
 NP0710'A 4-FOOT STAND WILL CLEAR ALL LINES.
 NP0710
 NP0710                          STATION RECOVERY (1967)
 NP0710
 NP0710'RECOVERY NOTE BY US AIR FORCE 1967
 NP0710'STATION, R.M.S AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 NP0710'
 NP0710'NEW ROUTE DESCRIPTION FOLLOWS--
 NP0710'
 NP0710'STATION IS LOCATED ABOUT 8 MILES NW OF HEMINGFORD, NEB. ON
 NP0710'GRASSY PASTURELAND ON THE EDGE OF THE BLUFFS OVERLOOKING
 NP0710'THE NIOBRARA RIVER TO THE NORTH, 2 MILES SOUTH OF THE RIVER,
 NP0710'1 MILE NE OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD.
 NP0710'THERE ARE SEVERAL ACRES OF FLAT PASTURE LAND IN THE VICINITY,
 NP0710'AND THE STATION IS ON THE HIGHEST GROUND ALONG THE BLUFFS
 NP0710'WHICH RUN SEVERAL MILES EAST AND WEST.  THE STATION MARK IS A
 NP0710'STANDARD BRONZE DISC AND PROJECTS 8 INCHES ABOVE THE GROUND.
 NP0710'
 NP0710'R.M. NO. 1 IS ESE AND NO. 2 IS SSW OF THE STATION.  THEY
 NP0710'PROJECT 10 INCHES ABOVE THE GROUND.
 NP0710'
 NP0710'THE AZIMUTH MARK IS 0.5 MILES SSE OF THE STATION AND PROJECTS
 NP0710'8 INCHES ABOVE THE GROUND.  IT IS APPROXIMATELY 20 FEET WEST
 NP0710'OF A NORTH-SOUTH FENCE LINE.
 NP0710'
 NP0710'TO REACH THE STATION FROM THE MAIN INTERSECTION IN HEMINGFORD,
 NP0710'NEB., GO WEST ON STATE HWY 2 FOR 5.0 MILES TO A NORTH-SOUTH
 NP0710'SECTION ROAD.  TURN RIGHT, NORTH, ON THE GRAVEL SECTION ROAD
 NP0710'FOR 3.0 MILES, JUST BEFORE CROSSING THE RAILROAD TRACK.
 NP0710'TURN LEFT, WEST, ON THE FIRST OF THE TWO ROADS FOR 2.0 MILES
 NP0710'TO A WHITE ABANDONED SCHOOLHOUSE ON THE LEFT AND AN UNIMPROVED
 NP0710'DIRT ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON THE DIRT ROAD
 NP0710'FOR 1.5 MILES TO A GATE IN AN EAST-WEST FENCE, CONTINUE ON
 NP0710'TRACK ROAD THROUGH PASTURE FOR 0.6 MILES TO ANOTHER GATE IN
 NP0710'A EAST-WEST FENCE.  PROCEED THROUGH GATE AND CROSS RAILROAD
 NP0710'TRACK TO ANOTHER GATE.  ENTER GATE AND GO NW FOR 0.1 MILES
 NP0710'TO A WINDMILL AND A COW SHED ON THE LEFT.  CONTINUE
 NP0710'NORTHERLY ON WINDING TRACK ROAD THROUGH PASTURE FOR 0.55
 NP0710'MILES TO A GATE IN THE EAST-WEST FENCE CORNER.  ENTER GATE
 NP0710'AND CONTINUE NORTH ALONG WEST SIDE OF NORTH-SOUTH
 NP0710'FENCE FOR 0.2 MILES TO THE AZIMUTH MARK.  CONTINUE NNW FOR
 NP0710'0.5 MILES THROUGH PASTURE TO THE HIGHEST GROUND AND THE
 NP0710'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0320 ***********************************************************************
 ML0320  DESIGNATION -  GIX 1
 ML0320  PID         -  ML0320
 ML0320  STATE/COUNTY-  NE/SHERMAN
 ML0320  USGS QUAD   -  ASHTON (1954)
 ML0320
 ML0320                         *CURRENT SURVEY CONTROL
 ML0320  ___________________________________________________________________
 ML0320* NAD 83(1986)-  41 08 55.     (N)    098 48 20.     (W)     SCALED    
 ML0320* NAVD 88     -       632.648  (meters)    2075.61   (feet)  ADJUSTED  
 ML0320  ___________________________________________________________________
 ML0320  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ML0320  DYNAMIC HT  -         632.324 (meters)    2074.55  (feet)  COMP
 ML0320  MODELED GRAV-     980,091.3   (mgal)                       NAVD 88
 ML0320
 ML0320  VERT ORDER  -  FIRST     CLASS II
 ML0320
 ML0320.The horizontal coordinates were scaled from a topographic map and have
 ML0320.an estimated accuracy of +/- 6 seconds.
 ML0320
 ML0320.The orthometric height was determined by differential leveling
 ML0320.and adjusted by the National Geodetic Survey in June 1991..
 ML0320
 ML0320.The geoid height was determined by GEOID03.
 ML0320
 ML0320.The dynamic height is computed by dividing the NAVD 88
 ML0320.geopotential number by the normal gravity value computed on the
 ML0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0320.degrees latitude (g = 980.6199 gals.).
 ML0320
 ML0320.The modeled gravity was interpolated from observed gravity values.
 ML0320
 ML0320;                    North         East    Units  Estimated Accuracy
 ML0320;SPC NE       -   146,720.      600,230.      MT  (+/- 180 meters Scaled)
 ML0320
 ML0320                          SUPERSEDED SURVEY CONTROL
 ML0320
 ML0320  NGVD 29 (??/??/92)  632.406  (m)         2074.82   (f) ADJ UNCH    1 2
 ML0320
 ML0320.Superseded values are not recommended for survey control.
 ML0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0320.See file dsdata.txt to determine how the superseded data were derived.
 ML0320
 ML0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163552(NAD 83)
 ML0320_MARKER: DD = SURVEY DISK
 ML0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0320_STAMPING: GIX1
 ML0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0320+STABILITY: SURFACE MOTION
 ML0320
 ML0320  HISTORY     - Date     Condition        Report By
 ML0320  HISTORY     - UNK      MONUMENTED       BOR
 ML0320  HISTORY     - 1950     GOOD             NGS
 ML0320
 ML0320                          STATION DESCRIPTION
 ML0320
 ML0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0320'3.4 MI NE FROM ROCKVILLE.
 ML0320'1.4 MILES EAST ALONG A GRADED DIRT ROAD FROM THE JUNCTION OF
 ML0320'STATE HIGHWAYS 58 AND 68 AT ROCKVILLE, THENCE 2.0 MILES NORTH ALONG
 ML0320'A GRADED DIRT ROAD, 40 FEET NORTH OF THE CENTER LINE OF AN EAST
 ML0320'AND WEST ROAD, 36 FEET EAST OF THE CENTER LINE OF A NORTH AND
 ML0320'SOUTH ROAD, 17 FEET SOUTHEAST OF A FENCE CORNER, 3.1 FEET SOUTHWEST
 ML0320'OF A WITNESS POST, SET IN THE TOP OF A 10 FOOT CONCRETE POST
 ML0320'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0382 ***********************************************************************
 ML0382  DESIGNATION -  GIX 2
 ML0382  PID         -  ML0382
 ML0382  STATE/COUNTY-  NE/SHERMAN
 ML0382  USGS QUAD   -  ROCKVILLE (1978)
 ML0382
 ML0382                         *CURRENT SURVEY CONTROL
 ML0382  ___________________________________________________________________
 ML0382* NAD 83(1986)-  41 06 18.     (N)    098 51 32.     (W)     SCALED    
 ML0382* NAVD 88     -       635.589  (meters)    2085.26   (feet)  ADJUSTED  
 ML0382  ___________________________________________________________________
 ML0382  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ML0382  DYNAMIC HT  -         635.259 (meters)    2084.18  (feet)  COMP
 ML0382  MODELED GRAV-     980,084.0   (mgal)                       NAVD 88
 ML0382
 ML0382  VERT ORDER  -  FIRST     CLASS II
 ML0382
 ML0382.The horizontal coordinates were scaled from a topographic map and have
 ML0382.an estimated accuracy of +/- 6 seconds.
 ML0382
 ML0382.The orthometric height was determined by differential leveling
 ML0382.and adjusted by the National Geodetic Survey in June 1991..
 ML0382
 ML0382.The geoid height was determined by GEOID03.
 ML0382
 ML0382.The dynamic height is computed by dividing the NAVD 88
 ML0382.geopotential number by the normal gravity value computed on the
 ML0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0382.degrees latitude (g = 980.6199 gals.).
 ML0382
 ML0382.The modeled gravity was interpolated from observed gravity values.
 ML0382
 ML0382;                    North         East    Units  Estimated Accuracy
 ML0382;SPC NE       -   141,820.      595,820.      MT  (+/- 180 meters Scaled)
 ML0382
 ML0382                          SUPERSEDED SURVEY CONTROL
 ML0382
 ML0382  NGVD 29 (??/??/92)  635.344  (m)         2084.46   (f) ADJ UNCH    1 2
 ML0382
 ML0382.Superseded values are not recommended for survey control.
 ML0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0382.See file dsdata.txt to determine how the superseded data were derived.
 ML0382
 ML0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL118504(NAD 83)
 ML0382_MARKER: DD = SURVEY DISK
 ML0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0382_STAMPING: GIX 2
 ML0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0382+STABILITY: SURFACE MOTION
 ML0382
 ML0382  HISTORY     - Date     Condition        Report By
 ML0382  HISTORY     - UNK      MONUMENTED       BOR
 ML0382  HISTORY     - 1950     GOOD             NGS
 ML0382
 ML0382                          STATION DESCRIPTION
 ML0382
 ML0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0382'2.1 MI SW FROM ROCKVILLE.
 ML0382'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 ML0382'AT ROCKVILLE, 0.1 MILE WEST OF A PRIVATE DRIVEWAY LEADING SOUTH
 ML0382'TO A FARMHOUSE, 158.0 FEET WEST OF A POWER LINE POLE, 144.0 FEET
 ML0382'EAST OF A POWER LINE POLE, 32 FEET SOUTH OF THE CENTER LINE OF
 ML0382'THE HIGHWAY, 3.0 FEET NORTH OF A REFERENCE POST, AND SET IN THE
 ML0382'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0411 ***********************************************************************
 LH0411  DESIGNATION -  GIX 3
 LH0411  PID         -  LH0411
 LH0411  STATE/COUNTY-  NE/BUFFALO
 LH0411  USGS QUAD   -  CAMERON (1962)
 LH0411
 LH0411                         *CURRENT SURVEY CONTROL
 LH0411  ___________________________________________________________________
 LH0411* NAD 83(1986)-  40 59 21.     (N)    098 43 17.     (W)     SCALED    
 LH0411* NAVD 88     -       620.255  (meters)    2034.95   (feet)  ADJUSTED  
 LH0411  ___________________________________________________________________
 LH0411  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 LH0411  DYNAMIC HT  -         619.928 (meters)    2033.88  (feet)  COMP
 LH0411  MODELED GRAV-     980,076.7   (mgal)                       NAVD 88
 LH0411
 LH0411  VERT ORDER  -  FIRST     CLASS II
 LH0411
 LH0411.The horizontal coordinates were scaled from a topographic map and have
 LH0411.an estimated accuracy of +/- 6 seconds.
 LH0411
 LH0411.The orthometric height was determined by differential leveling
 LH0411.and adjusted by the National Geodetic Survey in June 1991..
 LH0411
 LH0411.The geoid height was determined by GEOID03.
 LH0411
 LH0411.The dynamic height is computed by dividing the NAVD 88
 LH0411.geopotential number by the normal gravity value computed on the
 LH0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0411.degrees latitude (g = 980.6199 gals.).
 LH0411
 LH0411.The modeled gravity was interpolated from observed gravity values.
 LH0411
 LH0411;                    North         East    Units  Estimated Accuracy
 LH0411;SPC NE       -   129,120.      607,560.      MT  (+/- 180 meters Scaled)
 LH0411
 LH0411                          SUPERSEDED SURVEY CONTROL
 LH0411
 LH0411  NGVD 29 (??/??/92)  620.010  (m)         2034.15   (f) ADJ UNCH    1 2
 LH0411
 LH0411.Superseded values are not recommended for survey control.
 LH0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0411.See file dsdata.txt to determine how the superseded data were derived.
 LH0411
 LH0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL234375(NAD 83)
 LH0411_MARKER: DD = SURVEY DISK
 LH0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0411_STAMPING: GIX 3
 LH0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0411+STABILITY: SURFACE MOTION
 LH0411
 LH0411  HISTORY     - Date     Condition        Report By
 LH0411  HISTORY     - UNK      MONUMENTED       BOR
 LH0411  HISTORY     - 1950     GOOD             NGS
 LH0411
 LH0411                          STATION DESCRIPTION
 LH0411
 LH0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LH0411'4.6 MI SE FROM ST MICHAEL.
 LH0411'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0411'ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 2, THENCE
 LH0411'1.2 MILES SOUTH ALONG A COUNTY ROAD, THENCE 1.0 MILE EAST ALONG
 LH0411'A GRADED DIRT ROAD, AT A ROAD JUNCTION 39 FEET WEST OF THE
 LH0411'CENTER LINE OF A ROAD LEADING SOUTH, 37 FEET SOUTH OF THE CENTER
 LH0411'LINE OF AN EAST-WEST ROAD, 6 FEET SOUTHWEST OF A FENCE CORNER,
 LH0411'5.0 FEET SOUTH OF A FENCE, 2.4 FEET EAST OF A REFERENCE POST,
 LH0411'AND SET IN THE TOP OF A 10-FOOT CONCRETE POST WHICH IS FLUSH
 LH0411'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0828 ***********************************************************************
 LG0828  DESIGNATION -  GLAD
 LG0828  PID         -  LG0828
 LG0828  STATE/COUNTY-  NE/JEFFERSON
 LG0828  USGS QUAD   -  GLADSTONE (1960)
 LG0828
 LG0828                         *CURRENT SURVEY CONTROL
 LG0828  ___________________________________________________________________
 LG0828* NAD 83(1995)-  40 09 40.38966(N)    097 15 44.56558(W)     ADJUSTED  
 LG0828* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 LG0828  ___________________________________________________________________
 LG0828  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 LG0828  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 LG0828
 LG0828  HORZ ORDER  -  FIRST
 LG0828
 LG0828.The horizontal coordinates were established by classical geodetic methods
 LG0828.and adjusted by the National Geodetic Survey in August 1997..
 LG0828
 LG0828.The orthometric height was scaled from a topographic map.
 LG0828
 LG0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0828
 LG0828.The geoid height was determined by GEOID03.
 LG0828
 LG0828;                    North         East     Units Scale Factor Converg.
 LG0828;SPC NE       -    40,098.637   733,170.218   MT  0.99993102   +1 48 51.2
 LG0828;SPC KS N     -   203,188.081   462,844.423   MT  1.00008318   +0 28 00.1
 LG0828;UTM  14      - 4,447,098.643   647,977.231   MT  0.99986956   +1 07 15.1
 LG0828
 LG0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0828!SPC NE       -   0.99993064  x   0.99993102  =   0.99986166
 LG0828!SPC KS N     -   0.99993064  x   1.00008318  =   1.00001381
 LG0828!UTM  14      -   0.99993064  x   0.99986956  =   0.99980021
 LG0828
 LG0828|---------------------------------------------------------------------|
 LG0828| PID    Reference Object                     Distance      Geod. Az  |
 LG0828|                                                           dddmmss.s |
 LG0828| CN8622 GLAD RM 1                            26.036 METERS 02720     |
 LG0828| LG1094 PLYMOUTH MUNICIPAL TANK             APPROX.28.1 KM 0560947.0 |
 LG0828| LG0818 JANSEN MUNICIPAL TANK               APPROX.15.5 KM 0801246.6 |
 LG0828| LG0822 FAIRBURY ST MICHAELS CH CROSS       APPROX. 7.5 KM 1084025.0 |
 LG0828| LG0824 FAIRBURY COURTHOUSE DOME            APPROX. 7.5 KM 1120806.0 |
 LG0828| CN8621 GLAD AZ MK                                         1493433.3 |
 LG0828| KF0918 MUNDEN MUNICIPAL TANK               APPROX.36.2 KM 2204754.9 |
 LG0828| LG0827 GILEAD TRINITY LUTH CH SPIRE        APPROX. 7.5 KM 2703835.9 |
 LG0828| LG0826 ZION LUTHERAN CHURCH SPIRE          APPROX. 2.6 KM 2712537.7 |
 LG0828| CN8623 GLAD RM 2                            35.243 METERS 31107     |
 LG0828| LG0839 ALEXANDRIA MUNICIPAL TANK           APPROX.14.7 KM 3114314.5 |
 LG0828| CN8624 GLAD RM 3                            34.658 METERS 31334     |
 LG0828|---------------------------------------------------------------------|
 LG0828
 LG0828                          SUPERSEDED SURVEY CONTROL
 LG0828
 LG0828  NAD 83(1986)-  40 09 40.39579(N)    097 15 44.56499(W) AD(       ) 1
 LG0828  NAD 27      -  40 09 40.39000(N)    097 15 43.42800(W) AD(       ) 1
 LG0828
 LG0828.Superseded values are not recommended for survey control.
 LG0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0828.See file dsdata.txt to determine how the superseded data were derived.
 LG0828
 LG0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4797747099(NAD 83)
 LG0828_MARKER: DS = TRIANGULATION STATION DISK
 LG0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0828
 LG0828  HISTORY     - Date     Condition        Report By
 LG0828  HISTORY     - 1935     MONUMENTED       CGS
 LG0828  HISTORY     - 1947     GOOD             CGS
 LG0828  HISTORY     - 1950     GOOD             CGS
 LG0828  HISTORY     - 1970     GOOD             NGS
 LG0828
 LG0828                          STATION DESCRIPTION
 LG0828
 LG0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0828'STATION IS LOCATED IN T 2 N, R 1 E, IN NE 1/4 OF SECTION 12, ABOUT
 LG0828'4.25 MILES AND 2 MILES N OF FAIRBURY ON THE E SIDE OF A PROMINENT
 LG0828'RIDGE WHICH SLOPES TO THE E AND IS NEARLY FLAT TO THE W.
 LG0828'
 LG0828'REACHED FROM FAIRBURY (NE CORNER OF SQUARE) BY GOING N ON ROUTE
 LG0828'15 FOR 0.7 MILE, TURN LEFT (W) ON ROUTE 3 AND GO 4 MILES, TURN
 LG0828'RIGHT (N), LEAVING 3, AND GO 1 MILE, TURN LEFT (N) AT CEMETERY
 LG0828'AND GO 0.3 MILE TO TOP OF RIDGE AND STATION SITE.  MARK IS SET
 LG0828'IN EDGE OF FIELD 36 FT. S OF CENTER LINE OF E AND W ROAD AND
 LG0828'18 FT. SE OF GATE ENTERING FIELD.
 LG0828'
 LG0828'R.M. 1 IS 85.44 FT. (26.042 M) NE OF STATION, 3 FT. S OF HEDGE
 LG0828'AND 24 FT. N OF CENTER LINE OF E AND W ROAD.
 LG0828'
 LG0828'R.M. 2 IS 115.63 FT. (35.243 M) NW OF STATION, 1 FT. S OF E AND W
 LG0828'FENCE AND 24 FT. N OF CENTER LINE OF E AND W ROAD.
 LG0828'
 LG0828'AZIMUTH MARK IS APPROXIMATELY 0.75 MILE SSE OF STATION.  REACHED
 LG0828'BY GOING E FROM STATION 0.3 MILE, TURN RIGHT (S) AND GO 0.7
 LG0828'MILE.  MARK IS SET 4 FT. N OF GATE IN FENCE LINE AND 25 FT. E
 LG0828'OF N AND S ROAD.
 LG0828'
 LG0828'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0828
 LG0828                          STATION RECOVERY (1947)
 LG0828
 LG0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0828'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 LG0828'AND AZIMUTH MARK WERE RECOVERED AND FOUND IN
 LG0828'GOOD CONDITION, WITH THE EXCEPTION OF REFERENCE MARK NO 2 WAS
 LG0828'FOUND TO BE LOOSE AND TOO CLOSE TO ROAD RIGHT-OF-WAY.  IT WAS
 LG0828'DESTROYED AND REFERENCE MARK NO 3 WAS ESTABLISHED.
 LG0828'FOLLOWING IS A COMPLETE DESCRIPTION.
 LG0828'
 LG0828'THE STATION IS LOCATED ABOUT 4.5 MILES WEST-NORTHWEST OF FAIRBURY
 LG0828'AND 3.0 MILES EAST OF GLADSTONE, ON LAND OWNED BY A MRS. ETTA
 LG0828'SEDGERMAN OF FAIRBURY AND FARMED BY GUS DOEHRING.  IT IS 33
 LG0828'FEET SOUTHWEST OF TRIANGULAR BLAZED POWER LINE POLE, 50 FEET SOUTH
 LG0828'OF THE CENTER OF EAST-WEST ROAD, 21 FEET SOUTH OF EAST-WEST FENCE
 LG0828'LINE AND 18 FEET SOUTH OF WITNESS POST.  IT IS STAMPED GLAD 1935
 LG0828'AND SET 12 INCHES BELOW THE GROUND SURFACE.
 LG0828'
 LG0828'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 40 FEET
 LG0828'NORTH OF THE CENTER OF EAST-WEST ROAD AND 2 FEET NORTH OF
 LG0828'EAST-WEST FENCE LINE.  IT IS STAMPED GLAD NO 1 1935 AND
 LG0828'PROJECTS 6 INCHES.
 LG0828'
 LG0828'REFERENCE MARK NO 3 IS NORTHWEST OF THE STATION, 40 FEET NORTH
 LG0828'OF THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT NORTH OF EAST-WEST
 LG0828'FENCE LINE.  IT IS STAMPED GLAD NO 3 1947 AND SET FLUSH WITH
 LG0828'THE GROUND SURFACE.
 LG0828'
 LG0828'THE AZIMUTH MARK IS ABOUT 0.75 MILE SOUTH-SOUTHEAST OF THE
 LG0828'STATION, 25 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD, 4 FEET
 LG0828'NORTH OF NORTH END OF WOODEN GATE IN WIRE FENCE LINE, 1 FOOT WEST
 LG0828'OF NORTH-SOUTH FENCE LINE AND 1 FOOT NORTH OF WITNESS POST.  IT
 LG0828'IS STAMPED GLAD 1935 AND PROJECTS 4 INCHES.
 LG0828'
 LG0828'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 LG0828'IN FAIRBURY, GO NORTH ON STATE HIGHWAY 15 FOR 0.7 MILE, TURN
 LG0828'LEFT AND GO WEST ON STATE HIGHWAY NO 3 FOR 4.0 MILES TO
 LG0828'CROSSROADS, TURN RIGHT AND GO NORTH FOR 0.3 MILE TO THE
 LG0828'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE NORTH ON ROAD
 LG0828'FOR 0.7 MILE TO CROSSROADS AND CEMETERY ON LEFT, TURN LEFT AND
 LG0828'GO WEST FOR 0.3 MILE TO THE TOP OF THE RIDGE AND STATION ON
 LG0828'SOUTH SIDE AS DESCRIBED.
 LG0828'
 LG0828'A 4 FOOT SIGNAL AT STATION NUTTER 1935 IS V.G.
 LG0828'
 LG0828'A 74 FOOT SIGNAL AT STATION HOFF 1935 IS VISIBLE AT 37 FEET
 LG0828'
 LG0828'A 74 FOOT SIGNAL AT STATION MERIDIAN 1935 IS VISIBLE AT 37 FEET
 LG0828'
 LG0828'A 4 FOOT SIGNAL AT STATION REYNOLDS IS VISIBLE AT 37 FEET
 LG0828'
 LG0828'A 74 FOOT SIGNAL AT STATION GILEAD IS VISIBLE AT 37 FEET.
 LG0828'
 LG0828'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0828
 LG0828                          STATION RECOVERY (1950)
 LG0828
 LG0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0828'STATION WAS RECOVERED AS DESCRIBED BY R.L. ENGDAHL IN 1947 AND
 LG0828'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE WAS
 LG0828'FOUND IN THE DIRECTION TO REFERENCE MARK NO. 3.  THE 1947
 LG0828'DESCRIPTION IS ADEQUATE.
 LG0828'
 LG0828'1950 OBSERVATIONS TAKEN FROM A 64 FOOT STEEL TOWER.
 LG0828
 LG0828                          STATION RECOVERY (1970)
 LG0828
 LG0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0828'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3, AND
 LG0828'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 LG0828'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 LG0828'ADEQUATE FOR RECOVERY.
 LG0828'
 LG0828'A METAL WITNESS POST WAS SET 18 FEET NORTH OF THE STATION MARK.
 LG0828'
 LG0828'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 LG0828'
 LG0828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136 AND
 LG0828'STATE HIGHWAY 15 AT THE NORTHEAST SIDE OF FAIRBURY, GO WEST ON
 LG0828'U.S. HIGHWAY 136 FOR 4.55 MILES TO A CROSSROAD.  TURN RIGHT AND
 LG0828'GO NORTH ON A GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON
 LG0828'THE RIGHT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.7 MILES TO
 LG0828'A CROSSROAD AND THE PLEASANT HILL CEMETERY IN THE SOUTHWEST
 LG0828'ANGLE.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.3 MILE TO
 LG0828'A FIELD ENTRANCE AND THE STATION ON THE LEFT.
 LG0828'
 LG0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 LG0828'WEST-NORTHWEST OF FAIRBURY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0368 ***********************************************************************
 MN0368  CBN         -  This is a Cooperative Base Network Control Station.
 MN0368  DESIGNATION -  GLEN
 MN0368  PID         -  MN0368
 MN0368  STATE/COUNTY-  NE/CHEYENNE
 MN0368  USGS QUAD   -  DALTON (1972)
 MN0368
 MN0368                         *CURRENT SURVEY CONTROL
 MN0368  ___________________________________________________________________
 MN0368* NAD 83(1995)-  41 24 09.58293(N)    102 58 23.90913(W)     ADJUSTED  
 MN0368* NAVD 88     -      1301.501  (meters)    4270.01   (feet)  ADJUSTED  
 MN0368  ___________________________________________________________________
 MN0368  X           -  -1,075,811.683 (meters)                     COMP
 MN0368  Y           -  -4,669,776.525 (meters)                     COMP
 MN0368  Z           -   4,196,917.187 (meters)                     COMP
 MN0368  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 MN0368  ELLIP HEIGHT-        1281.76  (meters)          (09/24/01) GPS OBS
 MN0368  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 MN0368  DYNAMIC HT  -        1300.601 (meters)    4267.06  (feet)  COMP
 MN0368  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 MN0368
 MN0368  HORZ ORDER  -  B
 MN0368  VERT ORDER  -  FIRST     CLASS II
 MN0368  ELLP ORDER  -  FOURTH    CLASS I
 MN0368
 MN0368.The horizontal coordinates were established by GPS observations
 MN0368.and adjusted by the National Geodetic Survey in June 1996..
 MN0368
 MN0368.The orthometric height was determined by differential leveling
 MN0368.and adjusted by the National Geodetic Survey in June 1991..
 MN0368
 MN0368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0368
 MN0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0368
 MN0368.The ellipsoidal height was determined by GPS observations
 MN0368.and is referenced to NAD 83.
 MN0368
 MN0368.The geoid height was determined by GEOID03.
 MN0368
 MN0368.The dynamic height is computed by dividing the NAVD 88
 MN0368.geopotential number by the normal gravity value computed on the
 MN0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0368.degrees latitude (g = 980.6199 gals.).
 MN0368
 MN0368.The modeled gravity was interpolated from observed gravity values.
 MN0368
 MN0368;                    North         East     Units Scale Factor Converg.
 MN0368;SPC NE       -   178,508.457   251,502.260   MT  0.99966021   -1 58 13.4
 MN0368;UTM  13      - 4,585,439.917   669,410.855   MT  0.99995321   +1 20 26.4
 MN0368
 MN0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0368!SPC NE       -   0.99979899  x   0.99966021  =   0.99945927
 MN0368!UTM  13      -   0.99979899  x   0.99995321  =   0.99975221
 MN0368
 MN0368|---------------------------------------------------------------------|
 MN0368| PID    Reference Object                     Distance      Geod. Az  |
 MN0368|                                                           dddmmss.s |
 MN0368| CP8103 GLEN RM 1                            16.668 METERS 15308     |
 MN0368| MN0369 GLEN AZ MK                                         1764329.9 |
 MN0368| CP8104 GLEN RM 2                            32.833 METERS 34810     |
 MN0368| MN0502 DALTON MUNICIPAL TANK               APPROX. 0.6 KM 3575201.7 |
 MN0368|---------------------------------------------------------------------|
 MN0368
 MN0368                          SUPERSEDED SURVEY CONTROL
 MN0368
 MN0368  ELLIP H (06/25/96) 1281.79   (m)                       GP(       ) 1 1
 MN0368  NAD 83(1986)-  41 24 09.57463(N)    102 58 23.91205(W) AD(       ) 2
 MN0368  NAD 27      -  41 24 09.64880(N)    102 58 22.17600(W) AD(       ) 2
 MN0368  NAVD 88 (06/25/96) 1301.50   (m)         4270.0    (f) LEVELING    3  
 MN0368
 MN0368.Superseded values are not recommended for survey control.
 MN0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0368.See file dsdata.txt to determine how the superseded data were derived.
 MN0368
 MN0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6941185440(NAD 83)
 MN0368_MARKER: DS = TRIANGULATION STATION DISK
 MN0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0368_SP_SET: CONCRETE POST
 MN0368_STAMPING: GLEN 1963
 MN0368_MARK LOGO: CGS   
 MN0368_PROJECTION: PROJECTING 25 CENTIMETERS
 MN0368_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0368+STABILITY: SURFACE MOTION
 MN0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0368+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 MN0368
 MN0368  HISTORY     - Date     Condition        Report By
 MN0368  HISTORY     - 1963     MONUMENTED       CGS
 MN0368  HISTORY     - 1985     GOOD             NGS
 MN0368  HISTORY     - 19950516 GOOD             NGS
 MN0368  HISTORY     - 20020820 GOOD             NEDR
 MN0368
 MN0368                          STATION DESCRIPTION
 MN0368
 MN0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0368'THE STATION IS LOCATED 0.4 MILE SOUTH OF DALTON, ON THE WEST
 MN0368'RIGHT-OF-WAY OF U.S. HIGHWAY 385.
 MN0368'
 MN0368'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DALTON,
 MN0368'0.05 MILE WEST OF THE POST OFFICE, GO SOUTH ON U.S. HIGHWAY
 MN0368'385 FOR 0.35 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MN0368'
 MN0368'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 MN0368'HIGHWAY 385 FOR 0.5 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 MN0368'AS DESCRIBED IN THE NORTHEAST CORNER OF THE INTERSECTION.
 MN0368'
 MN0368'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0368'CONCRETE CYLINDER WHICH PROJECTS 7 INCHES AND IS STAMPED
 MN0368'GLEN 1963.  IT IS 53 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 MN0368'385, 2.4 FEET NORTH OF A METAL WITNESS POST, SET IN THE
 MN0368'WEST RIGHT-OF-WAY FENCE.
 MN0368'
 MN0368'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0368'12-INCH CONCRETE CYLINDER WHICH PROJECTS 7 INCHES AND IS
 MN0368'STAMPED GLEN NO 1 1963.  IT IS 41 FEET WEST OF THE CENTER
 MN0368'OF U.S. HIGHWAY 385, 13.9 FEET EAST OF THE WEST RIGHT-OF-WAY
 MN0368'FENCE AND 1-1/2 FEET NORTHWEST OF A BRACED TELEPHONE POLE.
 MN0368'
 MN0368'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0368'12-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES AND IS
 MN0368'STAMPED GLEN NO 2 1963.  IT IS 43-1/2 FEET WEST OF THE CENTER
 MN0368'OF U.S. HIGHWAY 385, 2 FEET EAST OF THE WEST RIGHT-OF-WAY
 MN0368'FENCE AND 1-1/2 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE.
 MN0368'
 MN0368'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0368'12-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES AND IS
 MN0368'STAMPED GLEN 1963.  IT IS 70 FEET NORTH OF THE CENTER OF A
 MN0368'GRAVELED ROAD, 41 FEET EAST OF THE CENTER OF U.S. HIGHWAY 385,
 MN0368'1-1/2 FEET NORTH-NORTHWEST OF A POWER POLE, AND 1.5 FEET
 MN0368'NORTHEAST OF A METAL WITNESS POST.
 MN0368
 MN0368                          STATION RECOVERY (1985)
 MN0368
 MN0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0368'0.6 KM (0.4 MI) SOUTH FROM DALTON.
 MN0368'0.64 KM (0.4 MI) SOUTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0368'DALTON, 16.2 METERS (53 FT) WEST OF THE HIGHWAY CENTERLINE.
 MN0368'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 MN0368'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 MN0368
 MN0368                          STATION RECOVERY (1995)
 MN0368
 MN0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MN0368'THE MARK IS LOCATED ABOUT 0.4 MI (0.6 KM) SOUTH OF DALTON, ON THE WEST
 MN0368'RIGHT-OF-WAY OF U.S. HIGHWAY 385, BETWEEN THE HIGHWAY AND A DOUBLE SET
 MN0368'OF RAILROAD TRACKS AND NEAR THE CENTER OF SEC33, T17N, R49W.  TO REACH
 MN0368'THE MARK FROM THE DALTON CITY HALL, GO SOUTH ON HIGHWAY 385 FOR 0.4 MI
 MN0368'(0.6 KM) TO THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A
 MN0368'ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 15 CM ABOVE THE GROUND.
 MN0368'IT IS 218.4 FT (66.6 M) SOUTHEAST FROM A RAILROAD SWITCH THAT IS SOUTH
 MN0368'OF 2 SPUR TRACKS, 185.7 FT (56.6 M) NORTHEAST OF THE MOST NORTHEAST
 MN0368'RAIL, 51.5 FT (15.7 M) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 MN0368'108.8 FT (33.2 M) NORTHWEST FROM A CONCRETE RIGHT-OF-WAY MARKER, 2.3
 MN0368'FT (0.7 M) NORTH OF A METAL WITNESS POST AND 2.8 FT (0.9 M) SOUTH OF A
 MN0368'FIBERGLASS WITNESS POST.  REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE
 MN0368'MARK.
 MN0368
 MN0368                          STATION RECOVERY (2002)
 MN0368
 MN0368'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MN0368'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF ROADS 2002 (JC) STATION
 MN0368'RECOVERED IN GOOD CONDITION. REFERENCE MARK NO. 2 HAS BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0369 ***********************************************************************
 MN0369  DESIGNATION -  GLEN AZ MK
 MN0369  PID         -  MN0369
 MN0369  STATE/COUNTY-  NE/CHEYENNE
 MN0369  USGS QUAD   -  DALTON (1972)
 MN0369
 MN0369                         *CURRENT SURVEY CONTROL
 MN0369  ___________________________________________________________________
 MN0369* NAD 83(1986)-  41 23 42.     (N)    102 58 22.     (W)     SCALED    
 MN0369* NAVD 88     -      1299.525  (meters)    4263.52   (feet)  ADJUSTED  
 MN0369  ___________________________________________________________________
 MN0369  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 MN0369  DYNAMIC HT  -        1298.625 (meters)    4260.57  (feet)  COMP
 MN0369  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 MN0369
 MN0369  VERT ORDER  -  FIRST     CLASS II
 MN0369
 MN0369.The horizontal coordinates were scaled from a topographic map and have
 MN0369.an estimated accuracy of +/- 6 seconds.
 MN0369
 MN0369.The orthometric height was determined by differential leveling
 MN0369.and adjusted by the National Geodetic Survey in June 1991..
 MN0369
 MN0369.The geoid height was determined by GEOID03.
 MN0369
 MN0369.The dynamic height is computed by dividing the NAVD 88
 MN0369.geopotential number by the normal gravity value computed on the
 MN0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0369.degrees latitude (g = 980.6199 gals.).
 MN0369
 MN0369.The modeled gravity was interpolated from observed gravity values.
 MN0369
 MN0369;                    North         East    Units  Estimated Accuracy
 MN0369;SPC NE       -   177,660.      251,520.      MT  (+/- 180 meters Scaled)
 MN0369
 MN0369                          SUPERSEDED SURVEY CONTROL
 MN0369
 MN0369.No superseded survey control is available for this station.
 MN0369
 MN0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF694845(NAD 83)
 MN0369_MARKER: DZ = AZIMUTH MARK DISK
 MN0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0369_SP_SET: CONCRETE POST
 MN0369_STAMPING: GLEN 1963
 MN0369_MARK LOGO: CGS   
 MN0369_PROJECTION: FLUSH
 MN0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0369+STABILITY: SURFACE MOTION
 MN0369
 MN0369  HISTORY     - Date     Condition        Report By
 MN0369  HISTORY     - 1963     MONUMENTED       CGS
 MN0369  HISTORY     - 1985     GOOD             NGS
 MN0369  HISTORY     - 19930809 GOOD             NEDR
 MN0369
 MN0369                          STATION DESCRIPTION
 MN0369
 MN0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0369'1.4 KM (0.85 MI) SOUTH FROM DALTON.
 MN0369'1.4 KM (0.85 MI) SOUTH ALONG US HIGHWAY 385 FROM THE CITY HALL AT
 MN0369'DALTON, IN THE NORTHEAST CORNER OF A ROAD INTERSECTION, 11.9 METERS
 MN0369'(39 FT) EAST OF THE HIGHWAY CENTERLINE, 20.4 METERS (67 FT) NORTH OF
 MN0369'THE CENTER OF A GRAVEL ROAD LEADING EAST, 0.3 METER (1 FT) NORTH OF A
 MN0369'TRIPLE GUYED UTILITY SUPPORT POLE AND 1.8 METERS (6 FT) SOUTH OF A
 MN0369'TELEPHONE CABLE JUNCTION BOX.
 MN0369'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 MN0369'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 MN0369
 MN0369                          STATION RECOVERY (1993)
 MN0369
 MN0369'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1993 (GN)
 MN0369'THE MARK WAS RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE
 MN0369'TO ROAD CONSTRUCTION.  SEE GLEN AZ MK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1113 ***********************************************************************
 LH1113  DESIGNATION -  GLENVIL MUNICIPAL TANK
 LH1113  PID         -  LH1113
 LH1113  STATE/COUNTY-  NE/CLAY
 LH1113  USGS QUAD   -  HASTINGS EAST (1983)
 LH1113
 LH1113                         *CURRENT SURVEY CONTROL
 LH1113  ___________________________________________________________________
 LH1113* NAD 83(1995)-  40 30 05.12945(N)    098 15 22.89276(W)     ADJUSTED  
 LH1113* NAVD 88     -                                                        
 LH1113  ___________________________________________________________________
 LH1113  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LH1113  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 LH1113
 LH1113  HORZ ORDER  -  THIRD
 LH1113
 LH1113.The horizontal coordinates were established by classical geodetic methods
 LH1113.and adjusted by the National Geodetic Survey in August 1997..
 LH1113
 LH1113
 LH1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1113
 LH1113.The geoid height was determined by GEOID03.
 LH1113
 LH1113;                    North         East     Units Scale Factor Converg.
 LH1113;SPC NE       -    75,668.607   647,763.440   MT  0.99981086   +1 09 19.8
 LH1113;UTM  14      - 4,483,678.469   563,010.509   MT  0.99964887   +0 28 58.7
 LH1113
 LH1113                          SUPERSEDED SURVEY CONTROL
 LH1113
 LH1113  NAD 83(1986)-  40 30 05.13687(N)    098 15 22.89226(W) AD(       ) 4
 LH1113  NAD 27      -  40 30 05.08900(N)    098 15 21.70000(W) AD(       ) 3
 LH1113
 LH1113.Superseded values are not recommended for survey control.
 LH1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1113.See file dsdata.txt to determine how the superseded data were derived.
 LH1113
 LH1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6301183678(NAD 83)
 LH1113_MARKER: 53 = ELEVATED TANK
 LH1113
 LH1113  HISTORY     - Date     Condition        Report By
 LH1113  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1113
 LH1113                          STATION DESCRIPTION
 LH1113
 LH1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1113'THE STATION IS LOCATED IN THE SOUTH EDGE OF TOWN, 0.05 MILE
 LH1113'SOUTH OF THE GLENVIL SCHOOL AND 120 FEET WEST OF A NORTH-SOUTH
 LH1113'STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING
 LH1113'A TANK AND HAS AN OVERALL HEIGHT OF 125 FEET.
 LH1113'
 LH1113'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0768 ***********************************************************************
 LG0768  DESIGNATION -  GOEHNER TV STATION KOLN MAST
 LG0768  PID         -  LG0768
 LG0768  STATE/COUNTY-  NE/SEWARD
 LG0768  USGS QUAD   -  GOEHNER (1964)
 LG0768
 LG0768                         *CURRENT SURVEY CONTROL
 LG0768  ___________________________________________________________________
 LG0768* NAD 83(1995)-  40 48 10.15085(N)    097 10 53.02753(W)     ADJUSTED  
 LG0768* NAVD 88     -                                                        
 LG0768  ___________________________________________________________________
 LG0768  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 LG0768  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 LG0768
 LG0768  HORZ ORDER  -  THIRD
 LG0768
 LG0768.The horizontal coordinates were established by classical geodetic methods
 LG0768.and adjusted by the National Geodetic Survey in August 1997..
 LG0768
 LG0768
 LG0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0768
 LG0768.The geoid height was determined by GEOID03.
 LG0768
 LG0768;                    North         East     Units Scale Factor Converg.
 LG0768;SPC NE       -   111,515.541   737,743.487   MT  0.99973330   +1 52 04.4
 LG0768;UTM  14      - 4,518,459.749   653,406.047   MT  0.99988966   +1 11 19.0
 LG0768
 LG0768                          SUPERSEDED SURVEY CONTROL
 LG0768
 LG0768  NAD 83(1986)-  40 48 10.15976(N)    097 10 53.02745(W) AD(       ) 4
 LG0768  NAD 27      -  40 48 10.13081(N)    097 10 51.87181(W) AD(       ) 3
 LG0768
 LG0768.Superseded values are not recommended for survey control.
 LG0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0768.See file dsdata.txt to determine how the superseded data were derived.
 LG0768
 LG0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5340618460(NAD 83)
 LG0768_MARKER: 42 = RADIO/TV MAST
 LG0768
 LG0768  HISTORY     - Date     Condition        Report By
 LG0768  HISTORY     - 1961     FIRST OBSERVED   NEDR
 LG0768
 LG0768                          STATION DESCRIPTION
 LG0768
 LG0768'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0768'THE STATION IS LOCATED ABOUT 2.3 MILES SOUTH AND 2.3 MILES EAST OF
 LG0768'THE POST OFFICE IN GOEHNER IN THE SOUTHEAST 1/4 OF SECTION 27,
 LG0768'T 10 N, R 2 E.
 LG0768'
 LG0768'TO REACH THE STATION FROM THE POST OFFICE IN GOEHNER PROCEED SOUTH
 LG0768'ON MAIN STREET FOR 0.3 OF A MILE TO A T INTERSECTION, TURN LEFT
 LG0768'(EAST) AND PROCEED ON COUNTY ROAD FOR 0.25 MILE TO A JUNCTION WITH
 LG0768'A COUNTY ROAD, TURN RIGHT (SOUTH) AND CONTINUE FOR 2 MILES TO
 LG0768'COUNTY ROAD INTERSECTION, TURN LEFT (EAST) AND PROCEED FOR 2
 LG0768'MILES TO THE TOWER ON THE LEFT.  THE TOWER IS 900 FT. NORTH OF
 LG0768'THE EAST-WEST SECTION LINE AND ABOUT 700 FT. WEST OF THE
 LG0768'NORTH-SOUTH SECTION LINE.
 LG0768'
 LG0768'THE LIGHT ON TOP OF THE TOWER WAS USED FOR A SIGHT.
 LG0768'
 LG0768'THE TOWER SIGHTED UPON WAS TORN DOWN AND REBUILT IN 1966 AT A NEW
 LG0768'SITE NEAR THE PREVIOUS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1071 ***********************************************************************
 LH1071  DESIGNATION -  GOLD
 LH1071  PID         -  LH1071
 LH1071  STATE/COUNTY-  NE/DAWSON
 LH1071  USGS QUAD   -  ELWOOD NW (1983)
 LH1071
 LH1071                         *CURRENT SURVEY CONTROL
 LH1071  ___________________________________________________________________
 LH1071* NAD 83(1995)-  40 44 14.04806(N)    099 55 58.14894(W)     ADJUSTED  
 LH1071* NAVD 88     -       829.     (meters)    2720.     (feet)  SCALED    
 LH1071  ___________________________________________________________________
 LH1071  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 LH1071  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 LH1071
 LH1071  HORZ ORDER  -  FIRST
 LH1071
 LH1071.The horizontal coordinates were established by classical geodetic methods
 LH1071.and adjusted by the National Geodetic Survey in August 1997..
 LH1071
 LH1071.The orthometric height was scaled from a topographic map.
 LH1071
 LH1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1071
 LH1071.The geoid height was determined by GEOID03.
 LH1071
 LH1071;                    North         East     Units Scale Factor Converg.
 LH1071;SPC NE       -   100,360.916   505,673.229   MT  0.99974786   +0 02 40.3
 LH1071;UTM  14      - 4,510,006.819   421,237.226   MT  0.99967636   -0 36 31.6
 LH1071
 LH1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1071!SPC NE       -   0.99987365  x   0.99974786  =   0.99962155
 LH1071!UTM  14      -   0.99987365  x   0.99967636  =   0.99955005
 LH1071
 LH1071:                Primary Azimuth Mark                     Grid Az
 LH1071:SPC NE       -  LEXINGTON DAWSON CO COURTHOUSE           073 25 21.6
 LH1071:UTM  14      -  LEXINGTON DAWSON CO COURTHOUSE           074 04 33.5
 LH1071
 LH1071|---------------------------------------------------------------------|
 LH1071| PID    Reference Object                     Distance      Geod. Az  |
 LH1071|                                                           dddmmss.s |
 LH1071| LH1048 LEXINGTON DAWSON CO COURTHOUSE      APPROX.16.9 KM 0732801.9 |
 LH1071| LH1046 LEXINGTON FIRST NAT BANK SPIRE      APPROX.16.8 KM 0740059.7 |
 LH1071| LH1047 LEXINGTON MUNICIPAL STANDPIPE       APPROX.16.5 KM 0740905.9 |
 LH1071| LH1045 LEXINGTON FLOUR MILL ELEV STK       APPROX.16.9 KM 0751102.8 |
 LH1071| LH1060 CENTRAL NEBR PUB PWR RAD TWR 2      APPROX.16.8 KM 1122301.3 |
 LH1071| LH1064 CENTRAL NEBR PUB PWR RAD TWR 1      APPROX.10.5 KM 1184114.6 |
 LH1071| LH1057 BERTRAND MUNICIPAL TANK             APPROX.34.2 KM 1321453.2 |
 LH1071| CN8633 GOLD RM 2                            56.058 METERS 15532     |
 LH1071| LH1067 ELWOOD MUNICIPAL STANDPIPE          APPROX.17.5 KM 1590332.2 |
 LH1071| LH1066 ELWOOD GRADE SCHOOL BELFRY          APPROX.17.8 KM 1595704.8 |
 LH1071| LJ0371 HOLMES TWP KAC 34 ATT RAD TWR       APPROX. 8.0 KM 2864727.2 |
 LH1071| CN8631 GOLD AZ MK                                         2960116.0 |
 LH1071| MM0376 SALT LAKE CTY OMAHA AWY BCN 65      APPROX.48.4 KM 3120022.4 |
 LH1071| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX.27.9 KM 3171928.4 |
 LH1071| LH1080 COZAD DENVER ALFALFA MILL STK       APPROX.13.9 KM 3404926.9 |
 LH1071| LH1084 COZAD MUNICIPAL TANK                APPROX.14.2 KM 3410012.6 |
 LH1071| CN8632 GOLD RM 1                            61.770 METERS 35630     |
 LH1071| LH1087 SALT LAKE CITY OMAHA AWY BN 67      APPROX.15.6 KM 3580147.1 |
 LH1071|---------------------------------------------------------------------|
 LH1071
 LH1071                          SUPERSEDED SURVEY CONTROL
 LH1071
 LH1071  NAD 83(1986)-  40 44 14.05450(N)    099 55 58.15358(W) AD(       ) 1
 LH1071  NAD 27      -  40 44 14.03100(N)    099 55 56.72000(W) AD(       ) 1
 LH1071
 LH1071.Superseded values are not recommended for survey control.
 LH1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1071.See file dsdata.txt to determine how the superseded data were derived.
 LH1071
 LH1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2123710007(NAD 83)
 LH1071_MARKER: DS = TRIANGULATION STATION DISK
 LH1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1071_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1071
 LH1071  HISTORY     - Date     Condition        Report By
 LH1071  HISTORY     - 1934     MONUMENTED       CGS
 LH1071  HISTORY     - 1951     GOOD             CGS
 LH1071  HISTORY     - 1959     GOOD             CGS
 LH1071  HISTORY     - 1963     GOOD             CGS
 LH1071
 LH1071                          STATION DESCRIPTION
 LH1071
 LH1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1071'STATION IS LOCATED ON LAND OWNED BY MR. J.W. THEVOLT IN THE
 LH1071'NORTHWEST QUARTER OF SEC. 21, T. 9 N., R. 23 W., IN RINGOLD
 LH1071'TOWNSHIP, 2-1/2 MILES SOUTH AND 10 MILES WEST OF LEXINGTON,
 LH1071'8 MILES SOUTH AND 2-1/2 MILES EAST OF COZAD.  MARK IS SET 12 FEET
 LH1071'WEST OF FENCE LINE RUNNING NORTH BY A LITTLE WEST AT THE EDGE OF
 LH1071'CANYON, ABOUT 185 FEET NORTH BY WEST OF POINT WHERE FENCE TURNS
 LH1071'DUE NORTH-AND-SOUTH.  MARK IS SET 18 INCHES UNDERGROUND.
 LH1071'
 LH1071'STATION IS REACHED FROM RAILROAD TRACKS AND STATION IN COZAD, BY
 LH1071'GOING SOUTH ACROSS RAILROAD TRACKS ON ROAD BETWEEN STATION AND
 LH1071'ELEVATORS FOR 1.8 MILES, TURN LEFT AT OREGON TRAIL STONE FOR
 LH1071'0.1 MILE, THEN TURN RIGHT (SOUTH) FOR 0.7 MILE TO CROSSROADS,
 LH1071'TURN EAST AND GO 0.45 MILE TO RIGHT T-ROAD, GO SOUTH AT T-ROAD
 LH1071'1.0 MILE, THENCE LEFT AT LITTLE BUNGALOW ON LEFT FOR 1 MILE TO
 LH1071'SCHOOLHOUSE ON RIGHT.  HERE TURN SOUTH AND GO 4.1 MILES, THENCE
 LH1071'RIGHT WEST-AND-SOUTH ON MAIN ROAD FOR 1.15 MILES, THENCE LEFT
 LH1071'AT CROSS ROAD FOR 1 MILE, THENCE NORTH AT CROSS ROAD FOR 0.75
 LH1071'MILE TO END OF ROAD AND HOME OF MR. THEVOLT ON RIGHT.  TURN
 LH1071'RIGHT INTO YARD AND FOLLOW FIELD ROAD SOUTH OF HOUSE AND BARNS
 LH1071'EAST FOR 0.4 MILE AT EDGE OF CULTIVATED FIELD.  MARK IS
 LH1071'ACROSS THIS FIELD EAST-SOUTHEAST ABOUT 150 FEET UP HILL.
 LH1071'
 LH1071'REFERENCE MARK NO. 1 IS SET ABOUT 5 FEET EAST OF NORTH-AND-SOUTH
 LH1071'FENCE RUNNING JUST WEST OF EDGE OF CANYON.  MARK WAS MEASURED
 LH1071'IN FEET ONLY BECAUSE OF LOCAL OBSTRUCTIONS.  MARK PROJECTS 6
 LH1071'INCHES ABOVE GROUND.
 LH1071'
 LH1071'REFERENCE MARK NO. 2 IS SET IN NORTH-AND-SOUTH FENCE LINE AT
 LH1071'CORNER WHERE FENCE TURNS A LITTLE WEST OF NORTH TO FOLLOW EDGE
 LH1071'OF CANYON, AND PROJECTS 8 INCHES ABOVE GROUND.
 LH1071'
 LH1071'AZIMUTH MARK IS 0.4 MILE WEST AND A LITTLE NORTH OF STATION AT
 LH1071'EAST END OF CENTER OF CORN CRIB IN MR. THEVOLTS FARM YARD AND
 LH1071'PROJECTS 6 INCHES ABOVE GROUND.
 LH1071'
 LH1071'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LH1071
 LH1071                          STATION RECOVERY (1951)
 LH1071
 LH1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1071'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 LH1071'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LH1071'
 LH1071'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1071'
 LH1071'THE STATION IS LOCATED ABOUT 10.0 MILES WEST AND 2.0 MILES SOUTH
 LH1071'OF LEXINGTON AND ABOUT 8.0 MILES SOUTH AND 2.5 MILES EAST OF
 LH1071'COZAD IN THE EAST EDGE OF A CULTIVATED FIELD, JUST WEST OF A DEEP
 LH1071'CANYON, 15 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LH1071'GOLD 1934 AND IS 12 INCHES BELOW THE GROUND SURFACE.
 LH1071'AND 7A.
 LH1071'
 LH1071'REFERENCE MARK NO. 1 IS IN WEST EDGE OF PASTURE, 3 FEET EAST OF
 LH1071'A NORTH-SOUTH FENCE LINE.  IT IS STAMPED GOLD NO 1 1934 AND
 LH1071'PROJECTS 3 INCHES.
 LH1071'
 LH1071'REFERENCE MARK NO. 2 IS IN EAST EDGE OF CULTIVATED FIELD, 1 FOOT
 LH1071'WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED GOLD NO 2
 LH1071'1934 AND PROJECTS 7 INCHES.
 LH1071'
 LH1071'THE AZIMUTH MARK IS IN A FARMYARD, 15 FEET SOUTH OF THE SOUTHEAST
 LH1071'CORNER OF A WOODEN GRANARY AND 3 FEET EAST OF A LARGE CORN CRIB.
 LH1071'IT IS STAMPED GOLD AZI 1934 AND PROJECTS 2 INCHES.
 LH1071'
 LH1071'TO REACH THE STATION FROM THE POST OFFICE IN ELWOOD, GO
 LH1071'NORTHWEST AND NORTH ON STATE HIGHWAY 23N FOR 9.6 MILES TO POINT
 LH1071'WHERE HIGHWAY CURVES WEST, CONTINUE NORTH ON DIRT ROAD FOR 2.0
 LH1071'MILES TO A T INTERSECTION, TURN RIGHT AND GO EAST FOR 0.2 MILE
 LH1071'TO A T ROAD LEFT.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO A T
 LH1071'INTERSECTION, TURN RIGHT AND GO EAST FOR 2.0 MILES TO A
 LH1071'CROSSROAD AND SCHOOLHOUSE JUST NORTHEAST, TURN LEFT AND GO NORTH
 LH1071'FOR 1.5 MILES TO A T FENCE CORNER AND ENTRANCE TO FIELD ON
 LH1071'RIGHT.  (CONTINUE NORTH FOR 0.25 MILE TO A FARMYARD ON
 LH1071'RIGHT AND AZIMUTH MARK JUST EAST OF CORN CRIB AS
 LH1071'DESCRIBED.) TURN RIGHT INTO FIELD AND GO EAST ALONG SOUTH
 LH1071'SIDE OF FENCE LINE FOR 0.3 MILE, HERE CROSS FENCE AND
 LH1071'CONTINUE EAST ALONG NORTH SIDE OF FENCE LINE FOR 0.15 MILE
 LH1071'TO A T FENCE CORNER, TURN LEFT AND GO NORTH ALONG WEST SIDE
 LH1071'OF FENCE LINE FOR 0.1 MILE TO STATION AS DESCRIBED.
 LH1071
 LH1071                          STATION RECOVERY (1959)
 LH1071
 LH1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1071'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LH1071'THE 1951 DESCRIPTION IS ADEQUATE.  THIS STATION WAS USED FOR A
 LH1071'CHECK ANGLE ONLY.
 LH1071
 LH1071                          STATION RECOVERY (1963)
 LH1071
 LH1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LH1071'STATION AZIMUTH MARK AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 LH1071'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.  FROM THE
 LH1071'POST OFFICE IN ELWOOD, NEBR., GO SOUTH ON US 283 FOR 0.05 TO THE
 LH1071'JUNCTION OF STATE HIGHWAY 23W.  TURN RIGHT AND GO WEST ON STATE
 LH1071'HWY 23W FOR 9.5 MI. TO A T INTERSECTION WITH STATE HIGHWAY 21N.
 LH1071'TURN RIGHT AND GO NORTH ON 21N FOR 3.55 MILES TO A CROSSROAD AND
 LH1071'SIGN SAYING GALLAGER STATE RECREATION AREA 6 MI.  (NOTE--TO
 LH1071'REACH THIS POINT FROM THE INTERSECTION OF HWY 30 AND HWY 21 IN
 LH1071'COZAD, GO SOUTH ON HWY 21 FOR 10.1 MILES.) HERE, TURN RIGHT ON A
 LH1071'GRAVEL ROAD AND GO EAST FOR 2.9 MILES TO A CROSSROAD.  TURN LEFT
 LH1071'AND GO NORTH FOR 1.0 MILES TO A CROSSROAD.  CONTINUE NORTH ON A
 LH1071'DIRT FIELD ROAD FOR 0.7 MILES TO WHERE IT TURNS RIGHT (EAST) JUST
 LH1071'BEFORE AN EASTWEST FENCE.  FOLLOW THE ROAD AROUND TO THE EAST FOR
 LH1071'0.1 MILE TO AN ABANDONED FARM AND THE AZIMUTH MARK ON THE RIGHT, 15
 LH1071'FEET SOUTH OF THE SOUTHEAST CORNER OF AN OLD GRAIN STORAGE SHED.
 LH1071'CONTINUE EAST AS THE ROAD TURNS INTO A TRACK ROAD FOR 0.15
 LH1071'MILES TO A GATE IN A NORTH SOUTH FENCE.  GO THRU THE GATE AND
 LH1071'CONTINUE EAST FOR 0.1 MILE TO WHERE THE TRACK ROAD TURNS
 LH1071'NORTHERLY.  FROM HERE GO EAST ACROSS COUNTRY FOR 0.1 MILE TO THE
 LH1071'EDGE OF A DEEP CANYON AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0616 ***********************************************************************
 MN0616  DESIGNATION -  GOLD
 MN0616  PID         -  MN0616
 MN0616  STATE/COUNTY-  NE/KIMBALL
 MN0616  USGS QUAD   -  BUSHNELL SE (1972)
 MN0616
 MN0616                         *CURRENT SURVEY CONTROL
 MN0616  ___________________________________________________________________
 MN0616* NAD 83(1995)-  41 05 25.16852(N)    103 51 07.40871(W)     ADJUSTED  
 MN0616* NAVD 88     -      1575.     (meters)    5167.     (feet)  SCALED    
 MN0616  ___________________________________________________________________
 MN0616  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 MN0616  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 MN0616
 MN0616  HORZ ORDER  -  SECOND
 MN0616
 MN0616.The horizontal coordinates were established by classical geodetic methods
 MN0616.and adjusted by the National Geodetic Survey in August 1997..
 MN0616
 MN0616.The orthometric height was scaled from a topographic map.
 MN0616
 MN0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0616
 MN0616.The geoid height was determined by GEOID03.
 MN0616
 MN0616;                    North         East     Units Scale Factor Converg.
 MN0616;SPC NE       -   146,765.269   176,558.301   MT  0.99968473   -2 33 09.9
 MN0616;SPC CO N     -   501,180.535 1,052,863.211   MT  1.00006425   +1 03 53.2
 MN0616;SPC CO N     - 1,644,289.81  3,454,268.72   sFT  1.00006425   +1 03 53.2
 MN0616;UTM  13      - 4,549,418.863   596,412.655   MT  0.99971440   +0 45 16.3
 MN0616
 MN0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0616!SPC NE       -   0.99975595  x   0.99968473  =   0.99944076
 MN0616!SPC CO N     -   0.99975595  x   1.00006425  =   0.99982018
 MN0616!UTM  13      -   0.99975595  x   0.99971440  =   0.99947042
 MN0616
 MN0616|---------------------------------------------------------------------|
 MN0616| PID    Reference Object                     Distance      Geod. Az  |
 MN0616|                                                           dddmmss.s |
 MN0616| CP8106 GOLD RM 1                            12.007 METERS 09109     |
 MN0616| CP8107 GOLD RM 2                            16.601 METERS 26801     |
 MN0616| CP8105 GOLD AZ MK                                         2720226.9 |
 MN0616|---------------------------------------------------------------------|
 MN0616
 MN0616                          SUPERSEDED SURVEY CONTROL
 MN0616
 MN0616  NAD 83(1995)-  41 05 25.16798(N)    103 51 07.40876(W) AD(       ) 2
 MN0616  NAD 83(1995)-  41 05 25.16348(N)    103 51 07.40838(W) AD(       ) 2
 MN0616  NAD 83(1986)-  41 05 25.16281(N)    103 51 07.40807(W) AD(       ) 2
 MN0616  NAD 27      -  41 05 25.22570(N)    103 51 05.60460(W) AD(       ) 2
 MN0616
 MN0616.Superseded values are not recommended for survey control.
 MN0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0616.See file dsdata.txt to determine how the superseded data were derived.
 MN0616
 MN0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9641349419(NAD 83)
 MN0616_MARKER: DS = TRIANGULATION STATION DISK
 MN0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0616
 MN0616  HISTORY     - Date     Condition        Report By
 MN0616  HISTORY     - 1963     MONUMENTED       CGS
 MN0616
 MN0616                          STATION DESCRIPTION
 MN0616
 MN0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0616'THE STATION IS 9-1/2 MILES SOUTH AND 2-1/4 MILES EAST OF BUSHNELL,
 MN0616'ON THE SOUTH RIGHT-OF-WAY OF A COUNTY ROAD, AND IN THE NORTHWEST
 MN0616'QUARTER OF SECTION 22, T 13 N, R 57 W.
 MN0616'
 MN0616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND A
 MN0616'NORTH-SOUTH GRAVEL ROAD AT THE WEST EDGE OF BUSHNELL, GO SOUTH
 MN0616'ON THE GRAVEL ROAD FOR 8.6 MILE TO A SIDE ROAD ON THE RIGHT.
 MN0616'CONTINUE SOUTH ON THE GRAVEL ROAD FOR 1.0 MILE TO A SIDE ROAD
 MN0616'LEFT AND A DRIVEWAY ON THE RIGHT, LEADING TO OIL STORAGE TANKS.
 MN0616'TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR 1.75 MILE TO A CATTLE
 MN0616'GUARD ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MN0616'EAST ON THE GRAVEL ROAD FOR 0.4 MILE TO A PRIVATE ROAD ON THE
 MN0616'RIGHT, LEADING TO OIL STORAGE TANKS, AND THE STATION ON THE
 MN0616'RIGHT.
 MN0616'
 MN0616'STATION MARKS ARE STANDARD DISKS STAMPED GOLD 1963.  THE SURFACE
 MN0616'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MN0616'IT IS 33 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD 18.5 FEET
 MN0616'WEST OF THE CENTER OF THE PRIVATE ROAD, 3 FEET NORTHWEST OF A
 MN0616'CORNER FENCE POST, 3.5 FEET NORTHWEST OF A METAL WITNESS POST,
 MN0616'AND 3 FEET NORTH OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN
 MN0616'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 MN0616'GROUND.
 MN0616'
 MN0616'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GOLD NO 1 1963,
 MN0616'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 MN0616'IS 34 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 20 FEET EAST
 MN0616'OF THE CENTER OF THE PRIVATE ROAD, 4.5 FEET EAST OF A CORNER
 MN0616'FENCE POST, AND 1 FOOT NORTH OF A FENCE.
 MN0616'
 MN0616'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GOLD NO 2 1963,
 MN0616'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0616'GROUND.  IT IS 35 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 MN0616'57 FEET WEST OF THE CORNER FENCE POST, AND 1.5 FEET NORTH OF THE
 MN0616'FENCE.
 MN0616'
 MN0616'AZIMUTH MARK, A STANDARD DISK STAMPED GOLD 1963, IS SET IN A
 MN0616'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 44 FEET
 MN0616'NORTH OF THE CENTER OF A GRAVEL ROAD, 35 FEET SOUTHWEST OF THE
 MN0616'CENTER OF A CATTLE GUARD, 3 FEET SOUTHWEST OF A METAL WITNESS
 MN0616'POST, AND 1.5 FEET SOUTHEAST OF A FENCE.
 MN0616'
 MN0616'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0408 ***********************************************************************
 NO0408  DESIGNATION -  GOOSE CREEK
 NO0408  PID         -  NO0408
 NO0408  STATE/COUNTY-  NE/CHERRY
 NO0408  USGS QUAD   -  SKULL LAKE (1985)
 NO0408
 NO0408                         *CURRENT SURVEY CONTROL
 NO0408  ___________________________________________________________________
 NO0408* NAD 83(1995)-  42 16 15.14888(N)    100 13 24.85265(W)     ADJUSTED  
 NO0408* NAVD 88     -       893.     (meters)    2930.     (feet)  SCALED    
 NO0408  ___________________________________________________________________
 NO0408  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 NO0408  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 NO0408
 NO0408  HORZ ORDER  -  FIRST
 NO0408
 NO0408.The horizontal coordinates were established by classical geodetic methods
 NO0408.and adjusted by the National Geodetic Survey in August 1997..
 NO0408
 NO0408.The orthometric height was scaled from a topographic map.
 NO0408
 NO0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0408
 NO0408.The geoid height was determined by GEOID03.
 NO0408
 NO0408;                    North         East     Units Scale Factor Converg.
 NO0408;SPC NE       -   270,661.057   481,560.478   MT  0.99974773   -0 08 53.4
 NO0408;UTM  14      - 4,680,576.606   399,096.976   MT  0.99972527   -0 49 23.1
 NO0408
 NO0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0408!SPC NE       -   0.99986336  x   0.99974773  =   0.99961112
 NO0408!UTM  14      -   0.99986336  x   0.99972527  =   0.99958866
 NO0408
 NO0408:                Primary Azimuth Mark                     Grid Az
 NO0408:SPC NE       -  GOOSE CREEK AZ MK                        097 26 51.7
 NO0408:UTM  14      -  GOOSE CREEK AZ MK                        098 07 21.4
 NO0408
 NO0408|---------------------------------------------------------------------|
 NO0408| PID    Reference Object                     Distance      Geod. Az  |
 NO0408|                                                           dddmmss.s |
 NO0408| CO3163 GOOSE CREEK AZ MK                                  0971758.3 |
 NO0408| CO3165 GOOSE CREEK RM 2                                   16623     |
 NO0408| CO3164 GOOSE CREEK RM 1                                   27934     |
 NO0408|---------------------------------------------------------------------|
 NO0408
 NO0408                          SUPERSEDED SURVEY CONTROL
 NO0408
 NO0408  NAD 83(1986)-  42 16 15.15130(N)    100 13 24.86069(W) AD(       ) 1
 NO0408  NAD 27      -  42 16 15.16100(N)    100 13 23.38800(W) AD(       ) 1
 NO0408
 NO0408.Superseded values are not recommended for survey control.
 NO0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0408.See file dsdata.txt to determine how the superseded data were derived.
 NO0408
 NO0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM9909780577(NAD 83)
 NO0408_MARKER: DB = BENCH MARK DISK
 NO0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0408
 NO0408  HISTORY     - Date     Condition        Report By
 NO0408  HISTORY     - 1949     MONUMENTED       USGS
 NO0408
 NO0408                          STATION DESCRIPTION
 NO0408
 NO0408'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NO0408'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH AND 2.0 MILES
 NO0408'WEST OF ELSMERE AND 2-3/4 MILES WEST OF THE CHERRY-BROWN
 NO0408'COUNTY LINE, ON THE HIGHEST POINT OF THE HIGHEST SAND HILL
 NO0408'IN THE IMMEDIATE VICINITY AND ON LAND OWNED BY A MR. DANIELS.
 NO0408'IT IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE
 NO0408'TOP OF AN 8 BY 8 INCH CONCRETE POST PROJECTING 8 INCHES AND
 NO0408'STAMPED GOOSE CREEK 1946.
 NO0408'
 NO0408'REFERENCE MARK NO 1 IS WEST OF THE STATION, SET ON THE WEST
 NO0408'SLOPE OF THE SAND HILL AND ABOUT 4 FEET LOWER IN ELEVATION THAN
 NO0408'STATION MARK.  IT IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 NO0408'DISK SET IN THE TOP OF AN 8 BY 8 INCH CONCRETE POST PROJECTING
 NO0408'8 INCHES AND STAMPED GOOSE CREEK NO 1.
 NO0408'
 NO0408'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, SET ON THE SOUTH SLOPE
 NO0408'OF THE SAND HILL AND ABOUT 5 FEET LOWER IN ELEVATION THAN THE
 NO0408'STATION MARK.  IT IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 NO0408'SET IN THE TOP OF AN 8 BY 8 INCH CONCRETE POST PROJECTING 8 INCHES
 NO0408'AND STAMPED GOOSE CREEK NO 2.
 NO0408'
 NO0408'THE AZIMUTH MARK IS ABOUT 0.7 MILE EAST-SOUTHEAST OF THE
 NO0408'STATION, 0.2 MILE WEST-SOUTHWEST OF WINDMILL, 20 FEET EAST
 NO0408'OF FENCE CORNER, 1 FOOT NORTH OF FENCE LINE AND 3 FEET WEST
 NO0408'OF WITNESS POST.  IT IS STAMPED GOOSE CREEK 1949 AND PROJECTS
 NO0408'6 INCHES.  TO REACH FROM THE WINDMILL, GO SOUTHWEST ACROSS
 NO0408'PASTURE TO FENCE LINE AND MARK AS DESCRIBED.
 NO0408'
 NO0408'TO REACH THE STATION FROM THE STORE AND BANK IN PURDUM, GO EAST
 NO0408'FOR 0.5 MILE TO INTERSECTION, TURN LEFT AND FOLLOW MAIN TRAVELED
 NO0408'ROAD NORTH FOR 4.55 MILES TO SCHOOL HOUSE ON THE LEFT, CONTINUE
 NO0408'ON MAIN TRAVELED ROAD FOR 4.65 MILES TO ANOTHER SCHOOL HOUSE
 NO0408'ON THE LEFT, CONTINUE FOR 0.4 MILE TO ROAD NORTH (THIS ROAD IS
 NO0408'0.65 MILE WEST OF ELSMERE STORE AND POST OFFICE), TURN LEFT
 NO0408'AND FOLLOW MAIN TRAVELED ROAD NORTHERLY FOR 4.3 MILES TO
 NO0408'CATTLE GUARD EAST OF RANCH HOUSE WITH METAL ROOF BUILDINGS,
 NO0408'TELEPHONE LINE TURNS WEST AT THIS POINT, CONTINUE ACROSS
 NO0408'THE NORTH CATTLE GUARD STRAIGHT AHEAD FOR 3.0 MILES
 NO0408'FOLLOWING THE MAIN TRAVELED ROAD CROSSING THREE MORE CATTLE
 NO0408'GUARDS TO A CATTLE GUARD AT THREE WIRE GATES, TURN
 NO0408'SHARP LEFT ABOUT 100 FEET BEFORE REACHING THIS CATTLE GUARD
 NO0408'ON DIM TRACK ROAD AND GO NORTH FOR 1.0 MILE TO GATE, PASS
 NO0408'THROUGH GATE AND CONTINUE FOR 0.3 MILE TO ANOTHER GATE,
 NO0408'PASS THROUGH GATE AND CONTINUE AROUND EDGE OF FIELD PASSING
 NO0408'GATE ON RIGHT FOR 0.35 MILE TO FENCE LINE, LET DOWN FENCE
 NO0408'LINE AND CONTINUE WEST-NORTHWEST ON DIM TRACK ROAD FOR 0.5 MILE TO
 NO0408'WINDMILL (AZIMUTH MARK JUST SOUTH-SOUTHWEST OF THIS POINT AS
 NO0408'DESCRIBED), FROM WINDMILL GO WEST ACROSS PASTURE FOR
 NO0408'ABOUT 0.8 MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 NO0408'
 NO0408'A 74 FOOT SIGNAL AT STATION MIDVALE IS VISIBLE AT 4 FEET
 NO0408'
 NO0408'A 4 FOOT SIGNAL AT STATION FINK USGS IS VISIBLE AT 4 FEET
 NO0408'
 NO0408'A 4 FOOT SIGNAL AT STATION KOSHOPAH IS VISIBLE AT 37 FEET
 NO0408'
 NO0408'A 74 FOOT SIGNAL AT STATION PURDUM IS VISIBLE AT 37 FEET
 NO0408'
 NO0408'A 4 FOOT SIGNAL AT STATION LOSH IS VISIBLE AT 37 FEET
 NO0408'
 NO0408'A 4 FOOT SIGNAL AT STATIONS, KELLER, SKULL AND MOON USGS IS
 NO0408'VISIBLE AT 4 FEET.
 NO0408'
 NO0408'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0434 ***********************************************************************
 NO0434  DESIGNATION -  GORDON
 NO0434  PID         -  NO0434
 NO0434  STATE/COUNTY-  NE/CHERRY
 NO0434  USGS QUAD   -  VALENTINE SW (1983)
 NO0434
 NO0434                         *CURRENT SURVEY CONTROL
 NO0434  ___________________________________________________________________
 NO0434* NAD 83(1995)-  42 47 31.30459(N)    100 38 13.99313(W)     ADJUSTED  
 NO0434* NAVD 88     -       831.     (meters)    2726.     (feet)  SCALED    
 NO0434  ___________________________________________________________________
 NO0434  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 NO0434  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 NO0434
 NO0434  HORZ ORDER  -  THIRD
 NO0434
 NO0434.The horizontal coordinates were established by classical geodetic methods
 NO0434.and adjusted by the National Geodetic Survey in August 1997..
 NO0434
 NO0434.The orthometric height was scaled from a topographic map.
 NO0434
 NO0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0434
 NO0434.The geoid height was determined by GEOID03.
 NO0434
 NO0434;                    North         East     Units Scale Factor Converg.
 NO0434;SPC NE       -   328,710.755   447,870.639   MT  0.99991127   -0 25 20.2
 NO0434;UTM  14      - 4,739,020.196   366,102.248   MT  0.99982057   -1 06 44.6
 NO0434
 NO0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0434!SPC NE       -   0.99987303  x   0.99991127  =   0.99978431
 NO0434!UTM  14      -   0.99987303  x   0.99982057  =   0.99969362
 NO0434
 NO0434:                Primary Azimuth Mark                     Grid Az
 NO0434:SPC NE       -  VALENTINE W MUNICIPAL TANK               033 14 24.9
 NO0434:UTM  14      -  VALENTINE W MUNICIPAL TANK               033 55 49.3
 NO0434
 NO0434|---------------------------------------------------------------------|
 NO0434| PID    Reference Object                     Distance      Geod. Az  |
 NO0434|                                                           dddmmss.s |
 NO0434| NO0431 VALENTINE W MUNICIPAL TANK          APPROX.12.7 KM 0324904.7 |
 NO0434| NO0432 VALENTINE MUNICIPAL TANK            APPROX.12.7 KM 0325137.0 |
 NO0434| NO0433 VALENTINE CONSUM PWR RAD TOWER      APPROX.12.7 KM 0381521.1 |
 NO0434| CO3167 GORDON RM 1                          11.384 METERS 07531     |
 NO0434| CO3168 GORDON RM 2                          13.115 METERS 17722     |
 NO0434| CO3166 GORDON AZ MK                                       2060754.4 |
 NO0434|---------------------------------------------------------------------|
 NO0434
 NO0434                          SUPERSEDED SURVEY CONTROL
 NO0434
 NO0434  NAD 83(1986)-  42 47 31.30537(N)    100 38 14.00275(W) AD(       ) 3
 NO0434  NAD 27      -  42 47 31.28600(N)    100 38 12.51700(W) AD(       ) 3
 NO0434
 NO0434.Superseded values are not recommended for survey control.
 NO0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0434.See file dsdata.txt to determine how the superseded data were derived.
 NO0434
 NO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6610239020(NAD 83)
 NO0434_MARKER: DS = TRIANGULATION STATION DISK
 NO0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0434
 NO0434  HISTORY     - Date     Condition        Report By
 NO0434  HISTORY     - 1949     MONUMENTED       CGS
 NO0434
 NO0434                          STATION DESCRIPTION
 NO0434
 NO0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0434'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH AND 4.0 MILES WEST
 NO0434'OF VALENTINE, ABOUT 1.75 MILES EAST-SOUTHEAST OF WHERE GORDON
 NO0434'CREEK EMPTIES INTO THE NIOBRARA RIVER AND ABOUT 0.75 OF A MILE
 NO0434'SOUTH OF THE NIOBRARA RIVER.  IT IS NEAR THE NORTHWEST EDGE OF A
 NO0434'HIGH FLAT-TOPPED BLUFF, ABOUT 40.0 FEET EAST OF THE WEST EDGE
 NO0434'OF THE BLUFF AND 6.5 FEET EAST-NORTHEAST OF A WITNESS POST.
 NO0434'IT PROJECTS 2 INCHES AND IS STAMPED GORDON 1949.
 NO0434'
 NO0434'REFERENCE MARK NO. 1 IS ABOUT 0.8 OF A FOOT BELOW THE ELEVATION
 NO0434'OF THE STATION.  IT PROJECTS 2 INCHES AND IS STAMPED GORDON NO
 NO0434'1 1949.
 NO0434'
 NO0434'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.
 NO0434'IT PROJECTS 2 INCHES AND IS STAMPED GORDON NO 2 1949.
 NO0434'
 NO0434'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 62.49 FEET.
 NO0434'
 NO0434'THE AZIMUTH MARK IS 16.0 FEET NORTH OF THE CENTER OF A WIRE
 NO0434'GATE, 2.5 FEET NORTH OF A WITNESS POST AND 0.6 OF A FOOT EAST
 NO0434'OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED GORDON 1949.
 NO0434'
 NO0434'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO
 NO0434'SOUTH ON U.S. HIGHWAY NO. 83 FOR 0.5 OF A MILE TO THE JUNCTION
 NO0434'WITH U.S. HIGHWAY NO. 20, TURN RIGHT ON U.S. HIGHWAY NO. 20
 NO0434'AND GO WEST FOR 0.15 OF A MILE TO A GRAVEL T ROAD LEFT, TURN
 NO0434'LEFT ON GRAVELED ROAD AND GO SOUTH FOR 0.45 OF A MILE, HERE BEAR
 NO0434'RIGHT AND GO SOUTHWEST ON AN OILED ROAD FOR 3.6 MILES TO THE
 NO0434'END OF OILED SURFACE, CONTINUE STRAIGHT AHEAD ON SAND TRACK
 NO0434'ROAD FOR 1.55 MILES TOA FORK, TAKE THE LEFT FORK FOR 0.65
 NO0434'OF A MILE TO A FORK, TAKE THE LEFT FORK FOR 0.1 OF A MILE TO
 NO0434'A FORK, TAKE THE LEFT FORK FOR 0.3 OF A MILE TO A CATTLE
 NO0434'GUARD, CONTINUE ON TRACK ROAD FOR 0.25 OF A MILE TO A FORK,
 NO0434'TAKE THE LEFT FORK FOR 0.35 OF A MILE TO A GATE AND CATTLE
 NO0434'GUARD, PASS THROUGH GATE AND TAKE THE RIGHT HAND ROAD FOR
 NO0434'0.2 OF A MILE TO A BRIDGE ACROSS THE NIOBRARA RIVER,
 NO0434'CROSS BRIDGE AND TURN RIGHT ALONG THE SOUTH SIDE OF THE
 NO0434'RIVER AND GO 0.6 OF A MILE TO A BOARD GATE SOUTHEAST OF A
 NO0434'FARM HOUSE, PASS THROUGH THIS GATE AND GO WEST PAST THE
 NO0434'SOUTH SIDE OF THE HOUSE FOR 0.05 OF A MILE TO A FORK JUST
 NO0434'AFTER CROSSING A SMALL CREEK, TAKE THE LEFT FORK FOR 0.2 OF A
 NO0434'MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.2 OF A MILE TO A
 NO0434'FORK, TAKE THE LEFT FORK FOR 0.25 OF A MILE TO A FORK, TAKE
 NO0434'THE LEFT FORK AND GO SOUTHWEST AND SOUTH UP THE BLUFF FOR 0.45
 NO0434'OF A MILE TO A FORK JUST BEFORE REACHING THE TOP OF THE
 NO0434'BLUFF, TAKE LEFT FORK FOR 0.45 OF A MILE TO A WIRE GATE
 NO0434'IN THE SOUTHEAST CORNER OF A PASTURE AND THE AZIMUTH MARK
 NO0434'ON THE LEFT AS DESCRIBED, PASS THROUGH WIRE GATE AND GO
 NO0434'NORTHEAST ACROSS PASTURE FOR 0.4 OF A MILE TO A LET-DOWN
 NO0434'IN AN EAST-WEST FENCE, CROSS OVER FENCE AND GO
 NO0434'WEST-NORTHWEST FOR 0.2 OF A MILE TO THE HIGHEST POINT AND
 NO0434'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0580 ***********************************************************************
 NP0580  DESIGNATION -  GORDON MUNICIPAL TANK
 NP0580  PID         -  NP0580
 NP0580  STATE/COUNTY-  NE/SHERIDAN
 NP0580  USGS QUAD   -  GORDON (1969)
 NP0580
 NP0580                         *CURRENT SURVEY CONTROL
 NP0580  ___________________________________________________________________
 NP0580* NAD 83(1995)-  42 48 13.69319(N)    102 12 30.14286(W)     ADJUSTED  
 NP0580* NAVD 88     -                                                        
 NP0580  ___________________________________________________________________
 NP0580  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 NP0580  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 NP0580
 NP0580  HORZ ORDER  -  THIRD
 NP0580
 NP0580.The horizontal coordinates were established by classical geodetic methods
 NP0580.and adjusted by the National Geodetic Survey in August 1997..
 NP0580
 NP0580
 NP0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0580
 NP0580.The geoid height was determined by GEOID03.
 NP0580
 NP0580;                    North         East     Units Scale Factor Converg.
 NP0580;SPC NE       -   332,133.313   319,390.075   MT  0.99991594   -1 27 48.5
 NP0580;UTM  13      - 4,742,808.125   728,270.603   MT  1.00024110   +1 53 51.7
 NP0580
 NP0580                          SUPERSEDED SURVEY CONTROL
 NP0580
 NP0580  NAD 83(1986)-  42 48 13.68458(N)    102 12 30.14544(W) AD(       ) 4
 NP0580  NAD 27      -  42 48 13.68102(N)    102 12 28.55746(W) AD(       ) 3
 NP0580
 NP0580.Superseded values are not recommended for survey control.
 NP0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0580.See file dsdata.txt to determine how the superseded data were derived.
 NP0580
 NP0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2827142808(NAD 83)
 NP0580_MARKER: 53 = ELEVATED TANK
 NP0580
 NP0580  HISTORY     - Date     Condition        Report By
 NP0580  HISTORY     - 1946     FIRST OBSERVED   CGS
 NP0580
 NP0580                          STATION DESCRIPTION
 NP0580
 NP0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0580'LOCATED IN THE SOUTHWEST SECTION OF TOWN, 1/2 BLOCK SOUTHEAST
 NP0580'OF THE PUBLIC SCHOOL, 1-1/2 BLOCKS NORTH OF THE CHICAGO AND
 NP0580'NORTHWESTERN RAILROAD TRACKS, AND 1/2 BLOCK NORTHEAST OF THE
 NP0580'CORNER OF MAVERICK AND LUCAS STREETS.
 NP0580'
 NP0580'IT IS A CYLINDRICAL STEEL TANK 42 FEET HIGH, WITH A SMALL BALL
 NP0580'AT THE APEX, SUPPORTED BY A 4-LEGGED STEEL STRUCTURE 100 FEET
 NP0580'HIGH.  IT WAS ERECTED IN 1928.
 NP0580'
 NP0580'THE ENTIRE STRUCTURE IS PAINTED ALUMINUM AND HAS THE NAME GORDON
 NP0580'IN LARGE BLACK LETTERS ON THE WEST, NORTH AND EAST SIDES OF THE
 NP0580'TANK.
 NP0580'
 NP0580'THE POINT OBSERVED UPON WAS THE SMALL BALL AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0581 ***********************************************************************
 NP0581  DESIGNATION -  GORDON NORTH BASE
 NP0581  PID         -  NP0581
 NP0581  STATE/COUNTY-  NE/SHERIDAN
 NP0581  USGS QUAD   -  GORDON (1969)
 NP0581
 NP0581                         *CURRENT SURVEY CONTROL
 NP0581  ___________________________________________________________________
 NP0581* NAD 83(1995)-  42 47 01.64133(N)    102 12 17.11172(W)     ADJUSTED  
 NP0581* NAVD 88     -      1125.2    (meters)    3692.     (feet)  VERTCON   
 NP0581  ___________________________________________________________________
 NP0581  X           -    -991,306.153 (meters)                     COMP
 NP0581  Y           -  -4,583,131.738 (meters)                     COMP
 NP0581  Z           -   4,310,656.342 (meters)                     COMP
 NP0581  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 NP0581  ELLIP HEIGHT-        1106.87  (meters)          (06/27/02) GPS OBS
 NP0581  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 NP0581
 NP0581  HORZ ORDER  -  FIRST
 NP0581  ELLP ORDER  -  FOURTH    CLASS I
 NP0581
 NP0581.The horizontal coordinates were established by classical geodetic methods
 NP0581.and adjusted by the National Geodetic Survey in August 1997..
 NP0581
 NP0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0581
 NP0581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0581
 NP0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0581
 NP0581.The ellipsoidal height was determined by GPS observations
 NP0581.and is referenced to NAD 83.
 NP0581
 NP0581.The geoid height was determined by GEOID03.
 NP0581
 NP0581;                    North         East     Units Scale Factor Converg.
 NP0581;SPC NE       -   329,903.301   319,629.364   MT  0.99990803   -1 27 39.9
 NP0581;UTM  13      - 4,740,595.246   728,640.335   MT  1.00024319   +1 53 58.0
 NP0581
 NP0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0581!SPC NE       -   0.99982644  x   0.99990803  =   0.99973449
 NP0581!UTM  13      -   0.99982644  x   1.00024319  =   1.00006959
 NP0581
 NP0581|---------------------------------------------------------------------|
 NP0581| PID    Reference Object                     Distance      Geod. Az  |
 NP0581|                                                           dddmmss.s |
 NP0581| CQ3830 GORDON NORTH BASE RM 2               19.338 METERS 00026     |
 NP0581| CQ3829 GORDON NORTH BASE RM 1               10.314 METERS 07224     |
 NP0581| CQ3831 GORDON NORTH BASE AZ MK                            1781722.7 |
 NP0581| NP0582 A 1                                 APPROX. 2.1 KM 1801007.0 |
 NP0581| NP0070 X 75                                APPROX. 0.9 KM 1803509.8 |
 NP0581| CQ3832 GORDON NORTH BASE RM 3               11.383 METERS 21936     |
 NP0581| NP0580 GORDON MUNICIPAL TANK               APPROX. 2.2 KM 3522451.6 |
 NP0581|---------------------------------------------------------------------|
 NP0581
 NP0581                          SUPERSEDED SURVEY CONTROL
 NP0581
 NP0581  ELLIP H (08/18/97) 1106.93   (m)                       GP(       ) 4 1
 NP0581  NAD 83(1986)-  42 47 01.63335(N)    102 12 17.11544(W) AD(       ) 1
 NP0581  NAD 27      -  42 47 01.62000(N)    102 12 15.52200(W) AD(       ) 1
 NP0581  NGVD 29 (02/23/90) 1124.7    (m)         3690.     (f) GPS OBS        
 NP0581
 NP0581.Superseded values are not recommended for survey control.
 NP0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0581.See file dsdata.txt to determine how the superseded data were derived.
 NP0581
 NP0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2864040595(NAD 83)
 NP0581_MARKER: DD = SURVEY DISK
 NP0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0581_SP_SET: CONCRETE POST
 NP0581_STAMPING: GORDON NORTH BASE 1946
 NP0581_MARK LOGO: CGS   
 NP0581_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0581+STABILITY: SURFACE MOTION
 NP0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0581+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1989
 NP0581
 NP0581  HISTORY     - Date     Condition        Report By
 NP0581  HISTORY     - 1946     MONUMENTED       CGS
 NP0581  HISTORY     - 1946     GOOD             CGS
 NP0581  HISTORY     - 1968     GOOD             USGS
 NP0581  HISTORY     - 19890712 GOOD             NGS
 NP0581
 NP0581                          STATION DESCRIPTION
 NP0581
 NP0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0581'THE STATION IS ON A SAND RIDGE 1.5 MILES SOUTH OF GORDON,
 NP0581'128 FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 27, AND 15
 NP0581'FEET EAST OF THE CENTER OF A SAND ROAD.  IT IS IN THE SOUTHWEST
 NP0581'CORNER OF SECTION 36 T, 33 N, R 42 W.  IT IS FLUSH WITH THE
 NP0581'SURFACE OF THE GROUND AND IS STAMPED GORDON NORTH BASE 1946.
 NP0581'
 NP0581'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE RIDGE AND IS
 NP0581'ABOUT 4 FEET BELOW THE STATION ELEVATION.  IT IS 97 FEET
 NP0581'WEST OF THE CENTER OF STATE HIGHWAY NO. 27 AND 30 FEET EAST
 NP0581'OF A WIRE FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED GORDON
 NP0581'NORTH BASE NO 1 1946.
 NP0581'
 NP0581'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION
 NP0581'AND IS 2 FEET EAST OF A FENCE LINE.  IT PROJECTS 4 INCHES
 NP0581'AND IS STAMPED GORDON NORTH BASE NO 2 1946.
 NP0581'
 NP0581'A-STATION NO. 1 (AZIMUTH MARK) IS 1.35 MILES SOUTH OF THE
 NP0581'STATION, 37 FEET WEST OF STATE HIGHWAY NO. 27, AND 5.5 FEET
 NP0581'EAST OF A NORTH-SOUTH FENCE LINE.  IT IS FLUSH WITH THE
 NP0581'GROUND AND IS STAMPED A-1 1946.
 NP0581'
 NP0581'TO REACH THE STATION FROM THE POST OFFICE IN GORDON, GO SOUTH
 NP0581'0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY NO. 20 AND STATE
 NP0581'HIGHWAY NO. 27.  CONTINUE SOUTH ON STATE HIGHWAY NO. 27 FOR
 NP0581'1.15 MILES TO THE TOP OF A GRADE, TURN RIGHT ONTO A SAND ROAD
 NP0581'AND THEN BACK NORTH FOR 50 YARDS TO THE STATION AS DESCRIBED.
 NP0581'
 NP0581'TO REACH A-STATION NO. 1 FROM THE STATION, GO SOUTH ON STATE
 NP0581'HIGHWAY NO. 27 FOR 1.35 MILES TO THE STATION ON THE RIGHT AS
 NP0581'DESCRIBED.
 NP0581
 NP0581                          STATION RECOVERY (1946)
 NP0581
 NP0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NP0581'RECOVERED IN GOOD CONDITION.
 NP0581
 NP0581                          STATION RECOVERY (1968)
 NP0581
 NP0581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (RRB)
 NP0581'STATION MARK AND REFERENCE MARK NO. 2 RECOVERED AS DESCRIBED
 NP0581'IN GOOD CONDITION.
 NP0581'
 NP0581'PRESENT DESCRIPTION ADEQUATE.
 NP0581'
 NP0581'AZIMUTH MARK NOT FOUND.
 NP0581'
 NP0581'REFERENCE MARK NO. 1 DESTROYED.
 NP0581'
 NP0581'STANDARD BRACED TRIPOD USED.
 NP0581'
 NP0581'BENCH MARK X 75 IS A STANDARD C AND GS DISK STAMPED X 75 1934
 NP0581'SET IN TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.  LOCATED
 NP0581'ABOUT 1.9 MILES S ALONG STATE HWY 27 WHICH IS A GRADED DIRT
 NP0581'ROAD FROM THE CHICAGO AND NORTHWESTERN RAILWAY STATION AT
 NP0581'GORDON, IN T32N, R24W AND IN THE NE CORNER OF SEC. 11, 69 FEET
 NP0581'SW OF THE CENTERLINE OF A ROAD JUNCTION WITH A DIRT ROAD WEST,
 NP0581'54 FEET W OF THE CENTERLINE OF THE STATE HIGHWAY, 35 FEET S
 NP0581'OF THE CENTER LINE OF A DIRT ROAD, 2-1/2 FEET NW OF A FENCE
 NP0581'CORNER POST, 2 FEET N OF A FENCE, ABOUT 3 FEET ABOVE
 NP0581'THE LEVEL OF THE STATE HIGHWAY AND 1 FOOT E OF A WHITE
 NP0581'WOODEN WITNESS POST.
 NP0581
 NP0581                          STATION RECOVERY (1989)
 NP0581
 NP0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NP0581'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) SOUTH OF GORDON AT THE
 NP0581'TOP OF A 10 M (32.8 FT) HIGH ROAD CUT ALONG STATE ROUTE 27.
 NP0581'OWNERSHIP--NE STATE DEPT OF ROADS.
 NP0581'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NP0581'ROUTE 27 ON THE SOUTH SIDE OF GORDON, GO SOUTH ON STATE ROUTE 27 FOR
 NP0581'1.83 KM (1.15 MI) TO THE TOP OF A GRADE AND THE STATION ON THE RIGHT.
 NP0581'THE STATION MARK IS SET 53.4 M (175.2 FT) NORTH OF THE APPROXIMATE
 NP0581'CENTER OF A GRAVEL ROAD, 29.2 M (95.8 FT) (SLOPE) WEST OF THE
 NP0581'CENTERLINE OF STATE ROUTE 27, 8.3 M (27.2 FT) EAST OF A RIGHT-OF-WAY
 NP0581'FENCE AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.
 NP0581'NOTE=THE AREA SURROUNDING THE STATION IS SUSCEPTIBLE TO EROSION.  CARE
 NP0581'MUST BE TAKEN TO AVOID STARTING A BLOWOUT.
 NP0581'DESCRIBED BY G.R.HEID, VERIFIED BY R.D.BALL AND TYPED BY E.A.RICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0593 ***********************************************************************
 NP0593  FBN         -  This is a Federal Base Network Control Station.
 NP0593  DESIGNATION -  GORDON SOUTH BASE
 NP0593  PID         -  NP0593
 NP0593  STATE/COUNTY-  NE/SHERIDAN
 NP0593  USGS QUAD   -  SOUTH OF GORDON (1969)
 NP0593
 NP0593                         *CURRENT SURVEY CONTROL
 NP0593  ___________________________________________________________________
 NP0593* NAD 83(1995)-  42 41 04.49476(N)    102 12 17.26405(W)     ADJUSTED  
 NP0593* NAVD 88     -      1111.1    (meters)    3645.     (feet)  GPS OBS   
 NP0593  ___________________________________________________________________
 NP0593  X           -    -992,888.641 (meters)                     COMP
 NP0593  Y           -  -4,590,431.687 (meters)                     COMP
 NP0593  Z           -   4,302,550.504 (meters)                     COMP
 NP0593  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 NP0593  ELLIP HEIGHT-        1092.69  (meters)          (07/10/01) GPS OBS
 NP0593  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 NP0593
 NP0593  HORZ ORDER  -  B
 NP0593  ELLP ORDER  -  FOURTH    CLASS I
 NP0593
 NP0593.The horizontal coordinates were established by GPS observations
 NP0593.and adjusted by the National Geodetic Survey in June 1996..
 NP0593
 NP0593.The orthometric height was determined by GPS observations and a
 NP0593.high-resolution geoid model.
 NP0593
 NP0593.Photographs are available for this station.
 NP0593
 NP0593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0593
 NP0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0593
 NP0593.The ellipsoidal height was determined by GPS observations
 NP0593.and is referenced to NAD 83.
 NP0593
 NP0593.The geoid height was determined by GEOID03.
 NP0593
 NP0593;                    North         East     Units Scale Factor Converg.
 NP0593;SPC NE       -   318,887.488   319,344.923   MT  0.99987069   -1 27 40.0
 NP0593;UTM  13      - 4,729,577.780   729,001.903   MT  1.00024524   +1 53 45.1
 NP0593
 NP0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0593!SPC NE       -   0.99982866  x   0.99987069  =   0.99969938
 NP0593!UTM  13      -   0.99982866  x   1.00024524  =   1.00007386
 NP0593
 NP0593:                Primary Azimuth Mark                     Grid Az
 NP0593:SPC NE       -  GORDON NORTH BASE                        001 28 44.8
 NP0593:UTM  13      -  GORDON NORTH BASE                        358 07 19.7
 NP0593
 NP0593|---------------------------------------------------------------------|
 NP0593| PID    Reference Object                     Distance      Geod. Az  |
 NP0593|                                                           dddmmss.s |
 NP0593| NP0581 GORDON NORTH BASE                   APPROX.11.0 KM 0000104.8 |
 NP0593| NP0591 A 3                                 APPROX. 1.6 KM 0004952.8 |
 NP0593| CQ3833 GORDON SOUTH BASE RM 1               46.345 METERS 17659     |
 NP0593| CQ3834 GORDON SOUTH BASE RM 2               36.131 METERS 27443     |
 NP0593| CQ3835 GORDON SOUTH BASE RM 3               14.598 METERS 35311     |
 NP0593|---------------------------------------------------------------------|
 NP0593
 NP0593                          SUPERSEDED SURVEY CONTROL
 NP0593
 NP0593  ELLIP H (06/25/96) 1092.72   (m)                       GP(       ) 1 1
 NP0593  NAD 83(1986)-  42 41 04.48443(N)    102 12 17.26766(W) AD(       ) 1
 NP0593  NAD 27      -  42 41 04.46800(N)    102 12 15.64100(W) AD(       ) 1
 NP0593
 NP0593.Superseded values are not recommended for survey control.
 NP0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0593.See file dsdata.txt to determine how the superseded data were derived.
 NP0593
 NP0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2900229578(NAD 83)
 NP0593_MARKER: DS = TRIANGULATION STATION DISK
 NP0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0593_STAMPING: GORDON SOUTH BASE 1946
 NP0593_MARK LOGO: CGS   
 NP0593_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0593+STABILITY: SURFACE MOTION
 NP0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0593+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2000
 NP0593
 NP0593  HISTORY     - Date     Condition        Report By
 NP0593  HISTORY     - 1946     MONUMENTED       CGS
 NP0593  HISTORY     - 1968     GOOD             USGS
 NP0593  HISTORY     - 1968     GOOD             CGS
 NP0593  HISTORY     - 19950518 GOOD             NGS
 NP0593  HISTORY     - 20000510 GOOD             NGS
 NP0593
 NP0593                          STATION DESCRIPTION
 NP0593
 NP0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0593'LOCATED 8.0 MILES SOUTH OF GORDON, IN THE NORTHEAST CORNER
 NP0593'OF A SCHOOL YARD ON THE WEST SIDE OF STATE HIGHWAY NO. 27.
 NP0593'IT IS 12 FEET SOUTHWEST OF A T FENCE CORNER, 45 FEET WEST
 NP0593'OF THE CENTER LINE OF STATE HIGHWAY NO. 27 AND 78 FEET
 NP0593'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE.
 NP0593'IT IS STAMPED, *GORDON SOUTH BASE 1946, FLUSH WITH THE SURFACE
 NP0593'OF THE GROUND.
 NP0593'
 NP0593'REFERENCE MARK NO. 1 IS 45 FEET SOUTHEAST OF THE SOUTHEAST
 NP0593'CORNER OF SCHOOLHOUSE, 36 FEET WEST OF THE CENTER LINE OF
 NP0593'STATE HIGHWAY NO. 27, 36 FEET NORTH OF A FENCE CORNER AND
 NP0593'6 INCHES WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 NP0593'GORDON SOUTH BASE NO 1 1946 AND PROJECTS 1 FOOT.
 NP0593'
 NP0593'REFERENCE MARK NO. 2 IS 110 FEET NORTHWEST OF THE NORTHWEST
 NP0593'CORNER OF THE SCHOOLHOUSE AND 37 FEET EAST OF A FENCE CORNER.
 NP0593'IT IS STAMPED GORDON SOUTH BASE NO. 2 1946 AND PROJECTS 1 FOOT.
 NP0593'
 NP0593'A STATION NO. 3 (AZIMUTH MARK) IS 25 FEET WEST OF THE CENTER
 NP0593'LINE OF STATE HIGHWAY NO. 27 AND 17.5 FEET EAST OF A NORTH-SOUTH
 NP0593'FENCE LINE.  IT IS STAMPED A 3 1946 AND IS 6 INCHES BELOW
 NP0593'THE SURFACE OF THE GROUND.
 NP0593'
 NP0593'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE
 NP0593'HIGHWAY 27 AT THE SOUTH EDGE OF GORDON--GO SOUTH ON STATE
 NP0593'HIGHWAY 27 FOR 7 MILES TO THE AZIMUTH ON THE RIGHT, CONTINUE
 NP0593'SOUTH FOR 1 MILE TO THE SCHOOLHOUSE AND THE STATION ON THE
 NP0593'RIGHT AS DESCRIBED.
 NP0593'
 NP0593'*A 12 FOOT STAND IS REQUIRED TO SEE A 12 FOOT STAND AT GORDON
 NP0593'NORTH BASE.
 NP0593'
 NP0593'A 4 FOOT STAND AT CABIN IS VISIBLE FROM THE GROUND.
 NP0593'
 NP0593'A 12 FOOT STAND IS REQUIRED TO SEE A 4 FOOT STAND AT NIOBRARA
 NP0593'AND LAY.
 NP0593'
 NP0593'A 37 FOOT TOWER IS REQUIRED TO SEE A 4 FOOT STAND AT HINCH.
 NP0593
 NP0593                          STATION RECOVERY (1968)
 NP0593
 NP0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0593'STATION MARK FOUND IN GOOD CONDITION.  NOW 64 FT W. OF STATE
 NP0593'HWY. 27.
 NP0593'
 NP0593'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION AS DESCRIBED.
 NP0593'
 NP0593'REFERENCE MARK NO. 1 AND AZIMUTH MARK (TRI. STATION NO. 3)
 NP0593'WERE NOT FOUND.
 NP0593'
 NP0593'OLD DESCRIPTION ADEQUATE EXCEPT MAIN STATION IS NOW 64 FT W.
 NP0593'OF STATE HWY. 27.
 NP0593'
 NP0593'STANDARD BRACED TRIPOD USED.
 NP0593
 NP0593                          STATION RECOVERY (1968)
 NP0593
 NP0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0593'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 NP0593'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND A STATION
 NP0593'NO. 3 (AZIMUTH MARK) WERE NOT FOUND AND ALL INDICATIONS SHOW
 NP0593'THE MARKS WERE DESTROYED WHEN STATE HIGHWAY 27 WAS WIDENED.
 NP0593'NO V.G. INTERSECTION STATION WERE VISIBLE FROM THE STATION
 NP0593'SO A NEW AZIMUTH MARK WAS NOT SET.
 NP0593'
 NP0593'REFERENCE MARK NO. 3 WAS SET.
 NP0593'
 NP0593'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NP0593'AND STATE HIGHWAY 27 AT THE SOUTH EDGE OF GORDON, GO SOUTH
 NP0593'ON STATE HIGHWAY 27 FOR 8.0 MILES TO A SCHOOLHOUSE AND THE
 NP0593'STATION ON THE RIGHT.
 NP0593'
 NP0593'STATION MARK, A STANDARD DISK STAMPED GORDON SOUTH BASE 1946,
 NP0593'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 NP0593'THE SURFACE OF THE GROUND.  IT IS 84 FEET EAST-SOUTHEAST OF
 NP0593'THE SOUTHEAST CORNER OF A SMALL BUILDING, 78 FEET NORTH-NORTHEAST
 NP0593'OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 64 FEET WEST OF
 NP0593'THE CENTER OF STATE HIGHWAY 27, 48 FEET SOUTH-SOUTHEAST OF
 NP0593'A TELEPHONE POLE, 1 FOOT EAST OF A METAL WITNESS POST, AND
 NP0593'AT THE WEST EDGE OF A CUT BANK.  THE UNDERGROUND MARK WAS NOT
 NP0593'INSPECTED.
 NP0593'
 NP0593'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GORDON SOUTH BASE
 NP0593'NO. 2 1946, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 NP0593'PROJECTS 3 INCHES.  IT IS 110 FEET NORTHWEST OF THE NORTHWEST
 NP0593'CORNER OF THE SCHOOLHOUSE, 37 FEET EAST OF A FENCE CORNER,
 NP0593'AND 30 FEET WEST-SOUTHWEST OF THE SMALL BUILDING.
 NP0593'
 NP0593'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GORDON SOUTH
 NP0593'BASE 1946 NO. 3 1968, IS SET IN THE TOP OF A ROUND CONCRETE
 NP0593'POST WHICH PROJECTS 2 INCHES.  IT IS 69 FEET WEST OF THE CENTER
 NP0593'OF STATE HIGHWAY 27, 17.5 FEET NORTH-NORTHWEST OF A CORNER
 NP0593'FENCE POST, AND 1.5 FEET SOUTH OF A TELEPHONE POLE.
 NP0593'
 NP0593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 NP0593'SOUTH OF GORDON.
 NP0593
 NP0593                          STATION RECOVERY (1995)
 NP0593
 NP0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0593'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF GORDON, 3.5 MI
 NP0593'(5.6 KM) NORTH OF THE NIBRARA RIVER, ON THE WEST RIGHT-OF-WAY OF STATE
 NP0593'HIGHWAY 27 AND IN THE NE1/4, SEC11, T31N, R42W.  TO REACH THE MARK
 NP0593'FROM THE JUNCTION OF STATE HIGHWAY 27 WITH U.S. HIGHWAY 20 AT GORDON,
 NP0593'GO SOUTH ON HIGHWAY 27 FOR 8.0 MI (12.9 KM) TO THE MARK ON THE RIGHT,
 NP0593'JUST NORTH OF A FIELD ENTRANCE, ATOP A CUT BANK ON THE WEST SIDE OF
 NP0593'THE HIGHWAY.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE
 NP0593'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 195.3 FT (59.5 M)
 NP0593'NORTH-NORTHEAST OF A BURIED CABLE MARKER POST, 153.0 FT (46.6 M) NORTH
 NP0593'OF THE CENTERLINE OF THE FIELD ENTRANCE, 64.0 FT (19.5 M) WEST OF THE
 NP0593'CENTERLINE OF THE HIGHWAY, 2.5 FT (0.8 M) SOUTH OF A CARSONITE WITNESS
 NP0593'POST, 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST AND ABOUT 12.0 FT
 NP0593'(3.7 M) HIGHER THAN THE HIGHWAY.  REBAR WAS DRIVEN ALONG THE EAST SIDE
 NP0593'OF THE MARK.
 NP0593
 NP0593                          STATION RECOVERY (2000)
 NP0593
 NP0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 NP0593'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0748 ***********************************************************************
 NP0748  CBN         -  This is a Cooperative Base Network Control Station.
 NP0748  PACS        -  This is a Primary Airport Control Station.
 NP0748  DESIGNATION -  GORDONPORT
 NP0748  PID         -  NP0748
 NP0748  STATE/COUNTY-  NE/SHERIDAN
 NP0748  USGS QUAD   -  GORDON (1969)
 NP0748
 NP0748                         *CURRENT SURVEY CONTROL
 NP0748  ___________________________________________________________________
 NP0748* NAD 83(1995)-  42 48 17.79748(N)    102 10 25.72585(W)     ADJUSTED  
 NP0748* NAVD 88     -      1079.42   (meters)    3541.4    (feet)  GPS OBS   
 NP0748  ___________________________________________________________________
 NP0748  X           -    -988,487.215 (meters)                     COMP
 NP0748  Y           -  -4,582,072.546 (meters)                     COMP
 NP0748  Z           -   4,312,349.872 (meters)                     COMP
 NP0748  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 NP0748  ELLIP HEIGHT-        1060.94  (meters)          (09/24/01) GPS OBS
 NP0748  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 NP0748
 NP0748  HORZ ORDER  -  B
 NP0748  ELLP ORDER  -  FOURTH    CLASS I
 NP0748
 NP0748.This mark is at Gordon Municipal Airport (GRN)
 NP0748
 NP0748.The horizontal coordinates were established by GPS observations
 NP0748.and adjusted by the National Geodetic Survey in June 1996..
 NP0748
 NP0748.The orthometric height was determined by GPS observations and a
 NP0748.high-resolution geoid model.
 NP0748
 NP0748.GPS derived orthometric heights for airport stations designated as
 NP0748.PACS or SACS are published to 2 decimal places.  This maintains
 NP0748.centimeter relative accuracy between the PACS and SACS.  It does
 NP0748.not indicate centimeter accuracy relative to other marks which are
 NP0748.part of the NAVD 88 network.
 NP0748
 NP0748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0748
 NP0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0748
 NP0748.The ellipsoidal height was determined by GPS observations
 NP0748.and is referenced to NAD 83.
 NP0748
 NP0748.The geoid height was determined by GEOID03.
 NP0748
 NP0748;                    North         East     Units Scale Factor Converg.
 NP0748;SPC NE       -   332,188.281   322,219.142   MT  0.99991639   -1 26 26.1
 NP0748;UTM  13      - 4,743,028.957   731,092.518   MT  1.00025705   +1 55 16.5
 NP0748
 NP0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0748!SPC NE       -   0.99983364  x   0.99991639  =   0.99975005
 NP0748!UTM  13      -   0.99983364  x   1.00025705  =   1.00009065
 NP0748
 NP0748|---------------------------------------------------------------------|
 NP0748| PID    Reference Object                     Distance      Geod. Az  |
 NP0748|                                                           dddmmss.s |
 NP0748| NP0753 GORDONPORT AZ MK                    372.320 METERS 24120     |
 NP0748|---------------------------------------------------------------------|
 NP0748
 NP0748                          SUPERSEDED SURVEY CONTROL
 NP0748
 NP0748  ELLIP H (06/25/96) 1061.00   (m)                       GP(       ) 1 1
 NP0748  NAD 83(1986)-  42 48 17.78952(N)    102 10 25.72966(W) AD(       ) 1
 NP0748  NGVD 29 (02/23/90) 1078.9    (m)         3540.     (f) GPS OBS        
 NP0748
 NP0748.Superseded values are not recommended for survey control.
 NP0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0748.See file dsdata.txt to determine how the superseded data were derived.
 NP0748
 NP0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH3109343029(NAD 83)
 NP0748_MARKER: I = METAL ROD
 NP0748_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0748_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NP0748_STAMPING: GORDONPORT 1989
 NP0748_MARK LOGO: NGS   
 NP0748_PROJECTION: FLUSH
 NP0748_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0748+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1997
 NP0748_ROD/PIPE-DEPTH: 6.73 meters
 NP0748_SLEEVE-DEPTH  : 0.93 meters
 NP0748
 NP0748  HISTORY     - Date     Condition        Report By
 NP0748  HISTORY     - 1989     MONUMENTED       NGS
 NP0748  HISTORY     - 19910910 GOOD             NGS
 NP0748  HISTORY     - 19950826 GOOD             NGS
 NP0748  HISTORY     - 19960801 GOOD             NGS
 NP0748  HISTORY     - 19970717 GOOD             NGS
 NP0748
 NP0748                          STATION DESCRIPTION
 NP0748
 NP0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NP0748'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST OF GORDON, AT THE
 NP0748'GORDON MUNICIPAL AIRPORT.  OWNERSHIP--GORDON AIRPORT AUTHORITY, BOX
 NP0748'89, GORDON, NE 69343.  AIRPORT MANAGER IS THE CITY MANAGER FRED HLAVA,
 NP0748'TELEPHONE 308-282-0837.
 NP0748'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE
 NP0748'HIGHWAY 27 ON THE SOUTH EDGE OF GORDON, GO EAST ON US HIGHWAY 20 FOR
 NP0748'1.84 KM (1.15 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND
 NP0748'GO NORTHERLY ON A WINDING ROAD FOR 0.30 KM (0.20 MI) TO AN ARPON AND
 NP0748'TAXIWAY.  TURN LEFT AND GO NORTHERLY ALONG THE TAXIWAY FOR 0.18 KM
 NP0748'(0.10 MI) TO THE JUNCTION OF RUNWAY 4-22.  TURN RIGHT AND GO NORTHEAST
 NP0748'ALONG RUNWAY 4-22 CROSSING RUNWAY 11-29 FOR 0.40 KM (0.25 MI), THEN
 NP0748'BEAR RIGHT CROSSING A FIELD TO A FENCE CORNER AND THE STATION.
 NP0748'THE STATION MARK IS 1.2 M (3.9 FT) WEST-NORTHWEST OF A CORNER FENCE
 NP0748'POST, 1.9 M (6.2 FT) NORTH-NORTHWEST OF A CARSONITE WITNESS P0ST AND
 NP0748'1.7 M (5.6 FT) WEST OF A CARSONITE WITNESS POST.
 NP0748'DESCRIBED R.D.BALL.
 NP0748'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0748
 NP0748                          STATION RECOVERY (1991)
 NP0748
 NP0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NP0748'STATION IS LOCATED ABOUT 2 KM (1.2 MI) EAST OF GORDON, AT THE GORDON
 NP0748'MUNICIPAL AIRPORT.  OWNERSHIP--GORDON AIRPORT AUTHORITY, BOX 89,
 NP0748'GORDON, NE 69343.  AIRPORT MANAGER IS LARRY LEVI, PHONE NUMBER IS
 NP0748'308-282-1700, HOME 308-282-1120.
 NP0748'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NP0748'ROUTE 27 ON THE SOUTH SIDE OF GORDON, GO EAST ON HIGHWAY 20 FOR 1.84
 NP0748'KM (1.14 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND
 NP0748'GO NORTHERLY ON A WINDING ROAD FOR 0.16 KM (0.10 MI) TO AN OPENING IN
 NP0748'A WOOD FENCE LINE AND DIRT LANE ON THE RIGHT.  TURN RIGHT,
 NP0748'SOUTHEASTERLY, ON DIRT LANE FOR 0.08 KM (0.05 MI) TO A GATE.  PASS
 NP0748'THROUGH GATE AND CONTINUE FOR 6.1 M (20.0 FT) ON DIRT LANE TO A PAVED
 NP0748'RAMP.  TURN LEFT, NORTHERLY, ON PAVED RAMP CROSSING THE APRON AND
 NP0748'ONTO TAXI FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF RUNWAY 4-22.  TURN
 NP0748'RIGHT, NORTHEAST, ON RUNWAY 4-22 FOR 0.3 KM (0.2 MI) TO RUNWAY LIGHT
 NP0748'NUMBER 76 ON THE RIGHT.  TURN RIGHT, SOUTHEASTERLY CROSSING FIELD FOR
 NP0748'0.08 KM (0.05 MI) TO BARBED WIRE FENCE LINE AND THE STATION AT THE
 NP0748'FENCE CORNER AND NORTHEAST FROM A WIND SOCK.
 NP0748'STATION IS 1.2 M (3.9 FT) WEST-NORTHWEST FROM A FENCE CORNER POST, 1.9
 NP0748'M (6.2 FT) NORTH-NORTHWEST FROM A CARSONITE WITNESS POST, AND 1.7 M
 NP0748'(5.6 FT) WEST FROM A CARSONITE WITNESS POST.
 NP0748
 NP0748                          STATION RECOVERY (1995)
 NP0748
 NP0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NP0748'THE STATION IS LOCATED ABOUT 26.0 MI (41.8 KM) SOUTHWEST OF MERRIMAN,
 NP0748'1.2 MI (1.9 KM) EAST OF GORDON AT THE GORDON MUNICIPAL AIRPORT.
 NP0748'OWNERSHIP--GORDON AIRPORT AUTHORITY, PO BOX 310, GORDON NE 69343.
 NP0748'AIRPORT MANAGER IS MALCOLM CASE, PHONE (308) 282-1700.  TO REACH THE
 NP0748'STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE ROUTE 27 IN
 NP0748'GORDON, GO EAST ON U.S. HIGHWAY 20 FOR 1.15 MI (1.85 KM) TO A PAVED
 NP0748'ROAD LEFT, TURN LEFT AND GO NORTHERLY ON THE AIRPORT ENTRANCE ROAD FOR
 NP0748'0.1 MI (0.2 KM) TO A OPENING IN A WOODEN FENCE LINE AND A GRAVEL ROAD
 NP0748'RIGHT, TURN RIGHT AND GO SOUTHEASTERLY ON THE GRAVEL ROAD FOR 0.05 MI
 NP0748'(0.08 KM) TO A GATE, PASS THROUGH GATE, TURN LEFT AND GO NORTH ON THE
 NP0748'APRON THEN A TAXIWAY FOR 0.15 MI (0.24 KM) TO RUNWAY 04/22, TURN RIGHT
 NP0748'AND GO NORTHEAST ON THE RUNWAY FOR 0.2 MI (0.3 KM) TO A RUNWAY LIGHT
 NP0748'(76) ON THE RIGHT, TURN RIGHT AND GO SOUTHEASTERLY CROSSING A FIELD
 NP0748'FOR 0.05 MI (0.08 KM) TO THE STATION AT A FENCE CORNER NORTHEAST OF
 NP0748'THE WINDSOCK.  THE STATION IS 6.4 FT (2.0 M) NORTH-NORTHWEST FROM A
 NP0748'WITNESS POST, 5.4 FT (1.6 M) WEST OF A WITNESS POST AND 3.9 FT (1.2 M)
 NP0748'NORTHWEST OF A FENCE CORNER POST.  NOTE--THIS STATION WAS USED AS AN
 NP0748'AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 NP0748
 NP0748                          STATION RECOVERY (1996)
 NP0748
 NP0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NP0748'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) EAST OF GORDON, AT THE
 NP0748'GORDON MUNICIPAL AIRPORT.  OWNERSHIP--GORDON AIRPORT AUTHORITY, POST
 NP0748'OFFICE BOX 310, GORDON NE 69343.  AIRPORT MANAGER IS MALCOLM CASE,
 NP0748'PHONE (308) 282-1700.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 NP0748'HIGHWAY 20 AND STATE HIGHWAY 27 IN GORDON, GO EAST ON U.S. HIGHWAY 20
 NP0748'FOR 1.15 MI (1.85 KM) TO AN AIRPORT ENTRANCE ROAD LEFT, TURN LEFT AND
 NP0748'GO NORTHERLY ON THE ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO AN OPENING IN
 NP0748'A WOODEN FENCE AND A GRAVEL ROAD RIGHT, TURN RIGHT AND GO
 NP0748'SOUTHEASTERLY ON THE GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS
 NP0748'THROUGH GATE, TURN LEFT AND GO NORTH ON AN APRON THEN A TAXIWAY FOR
 NP0748'0.12 MI (0.19 KM) TO RUNWAY 04/22, TURN RIGHT AND GO NORTHEAST ON THE
 NP0748'RUNWAY FOR 0.2 MI (0.3 KM) TO RUNWAY LIGHT NUMBER 76 ON THE RIGHT,
 NP0748'TURN RIGHT AND GO SOUTHEASTERLY ACROSS A FIELD FOR 0.05 MI (0.08 KM)
 NP0748'TO THE STATION, AT A FENCE CORNER NORTHEAST OF THE WINDSOCK.  THE
 NP0748'STATION IS 6.4 FT (2.0 M) NORTH-NORTHWEST OF A WITNESS POST, 5.4 FT
 NP0748'(1.6 M) WEST OF A WITNESS POST, AND 3.9 FT (1.2 M) NORTHWEST OF A
 NP0748'FENCE CORNER.  THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 NP0748'PRIMARY AIRPORT CONTROL STATION IN 1995. NOTE--ACCESS TO THE DATUM
 NP0748'POINT IS THROUGH A 5-INCH LOGO CAP.
 NP0748
 NP0748                          STATION RECOVERY (1997)
 NP0748
 NP0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0748'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE AIRPORT MANAGER
 NP0748'IS NOW FRED HALVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0753 ***********************************************************************
 NP0753  SACS        -  This is a Secondary Airport Control Station.
 NP0753  DESIGNATION -  GORDONPORT AZ MK
 NP0753  PID         -  NP0753
 NP0753  STATE/COUNTY-  NE/SHERIDAN
 NP0753  USGS QUAD   -  GORDON (1969)
 NP0753
 NP0753                         *CURRENT SURVEY CONTROL
 NP0753  ___________________________________________________________________
 NP0753* NAD 83(1995)-  42 48 12.00827(N)    102 10 40.10230(W)     ADJUSTED  
 NP0753* NAVD 88     -      1079.72   (meters)    3542.4    (feet)  GPS OBS   
 NP0753  ___________________________________________________________________
 NP0753  X           -    -988,832.236 (meters)                     COMP
 NP0753  Y           -  -4,582,122.529 (meters)                     COMP
 NP0753  Z           -   4,312,218.987 (meters)                     COMP
 NP0753  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 NP0753  ELLIP HEIGHT-        1061.24  (meters)          (01/10/02) GPS OBS
 NP0753  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 NP0753
 NP0753  HORZ ORDER  -  FIRST
 NP0753  ELLP ORDER  -  FOURTH    CLASS I
 NP0753
 NP0753.This mark is at Gordon Municipal Airport (GRN)
 NP0753
 NP0753.The horizontal coordinates were established by GPS observations
 NP0753.and adjusted by the National Geodetic Survey in September 1997..
 NP0753
 NP0753.The orthometric height was determined by GPS observations and a
 NP0753.high-resolution geoid model.
 NP0753
 NP0753.GPS derived orthometric heights for airport stations designated as
 NP0753.PACS or SACS are published to 2 decimal places.  This maintains
 NP0753.centimeter relative accuracy between the PACS and SACS.  It does
 NP0753.not indicate centimeter accuracy relative to other marks which are
 NP0753.part of the NAVD 88 network.
 NP0753
 NP0753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0753
 NP0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0753
 NP0753.The ellipsoidal height was determined by GPS observations
 NP0753.and is referenced to NAD 83.
 NP0753
 NP0753.The geoid height was determined by GEOID03.
 NP0753
 NP0753;                    North         East     Units Scale Factor Converg.
 NP0753;SPC NE       -   332,017.929   321,888.115   MT  0.99991575   -1 26 35.6
 NP0753;UTM  13      - 4,742,839.421   730,771.942   MT  1.00025523   +1 55 06.5
 NP0753
 NP0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0753!SPC NE       -   0.99983360  x   0.99991575  =   0.99974936
 NP0753!UTM  13      -   0.99983360  x   1.00025523  =   1.00008878
 NP0753
 NP0753|---------------------------------------------------------------------|
 NP0753| PID    Reference Object                     Distance      Geod. Az  |
 NP0753|                                                           dddmmss.s |
 NP0753| NP0748 GORDONPORT                          372.320 METERS 06120     |
 NP0753|---------------------------------------------------------------------|
 NP0753
 NP0753                          SUPERSEDED SURVEY CONTROL
 NP0753
 NP0753  ELLIP H (09/18/97) 1061.30   (m)                       GP(       ) 4 1
 NP0753  NAD 83(1995)-  42 48 12.00827(N)    102 10 40.10242(W) AD(       ) 3
 NP0753  ELLIP H (08/18/97) 1061.30   (m)                       GP(       ) 4 1
 NP0753  ELLIP H (01/07/93) 1061.52   (m)                       GP(       ) 4 2
 NP0753  NAD 83(1986)-  42 48 12.00037(N)    102 10 40.10615(W) AD(       ) 3
 NP0753  NGVD 29 (02/23/90) 1079.2    (m)         3541.     (f) GPS OBS        
 NP0753
 NP0753.Superseded values are not recommended for survey control.
 NP0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0753.See file dsdata.txt to determine how the superseded data were derived.
 NP0753
 NP0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH3077242839(NAD 83)
 NP0753_MARKER: I = METAL ROD
 NP0753_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0753_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NP0753_STAMPING: GORDONPORT AZ MK 1989
 NP0753_MARK LOGO: NGS   
 NP0753_PROJECTION: FLUSH
 NP0753_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0753+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1997
 NP0753_ROD/PIPE-DEPTH: 4.11 meters
 NP0753_SLEEVE-DEPTH  : 0.93 meters
 NP0753
 NP0753  HISTORY     - Date     Condition        Report By
 NP0753  HISTORY     - 1989     MONUMENTED       NGS
 NP0753  HISTORY     - 19950826 GOOD             NGS
 NP0753  HISTORY     - 19970716 GOOD             NGS
 NP0753
 NP0753                          STATION DESCRIPTION
 NP0753
 NP0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NP0753'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST OF GORDON, AT THE
 NP0753'GORDON MUNICIPAL AIRPORT.  OWNERSHIP--GORDON AIRPORT AUTHORITY, BOX
 NP0753'89, GORDON, NE 69343.  AIRPORT MANAGER IS THE CITY MANAGER FRED HLAVA,
 NP0753'TELEPHONE 308-282-0837.
 NP0753'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE
 NP0753'HIGHWAY 27 ON THE SOUTH EDGE OF GORDON, GO EAST ON US HIGHWAY 20 FOR
 NP0753'1.84 KM (1.15 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND
 NP0753'GO NORTHERLY ON A WINDING ROAD FOR 0.30 KM (0.20 MI) TO AN ARPON AND
 NP0753'TAXIWAY.  TURN LEFT AND GO NORTHERLY ALONG THE TAXIWAY FOR 0.18 KM
 NP0753'(0.10 MI) TO THE JUNCTION OF RUNWAY 4-22, AND THE STATION ON THE
 NP0753'RIGHT.
 NP0753'THE AZIMUTH MARK IS 73.8 M (242.1 FT) SOUTHWEST OF THE CENTERLINE OF
 NP0753'RUNWAY 11-29, 71.9 M (235.9 FT) SOUTH-SOUTHEAST OF THE RUNWAY 4-22
 NP0753'CENTERLINE, 60.5 M (198.5 FT) EAST-NORTHEAST OF THE RAMP CENTERLINE
 NP0753'AND 0.30 M (1.0 FT) NORTH-NORTHWEST OF A CARSONITE WITNESS P0ST.
 NP0753'DESCRIBED R.D.BALL.
 NP0753'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0753
 NP0753                          STATION RECOVERY (1995)
 NP0753
 NP0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NP0753'THE STATION IS LOCATED ABOUT 26.0 MI (41.8 KM) SOUTHWEST OF MERRIMAN,
 NP0753'1.2 MI (1.9 KM) EAST OF GORDON, AT THE GORDON MUNICIPAL AIRPORT.
 NP0753'OWNERSHIP--GORDON AIRPORT AUTHORITY, PO BOX 310, GORDON NE 69343.
 NP0753'AIRPORT MANAGER IS MALCOLM CASE, PHONE (308) 282-1700.  TO REACH THE
 NP0753'STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE ROUTE 27 IN
 NP0753'GORDON, GO EAST ON US HIGHWAY 20 FOR 1.15 MI (1.85 KM) TO A PAVED ROAD
 NP0753'LEFT, TURN LEFT AND GO NORTHERLY ON THE AIRPORT ENTRANCE ROAD FOR 0.1
 NP0753'MI (0.2 KM) TO A OPENING IN A WOODEN FENCE LINE AND A GRAVEL ROAD
 NP0753'RIGHT, TURN RIGHT AND GO SOUTHEASTERLY ON THE GRAVEL ROAD FOR 0.05 MI
 NP0753'(0.08 KM) TO A GATE, PASS THROUGH GATE, TURN LEFT AND GO NORTH ON THE
 NP0753'APRON THEN A TAXIWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 NP0753'THE STATION IS 229.0 FT (69.8 M) SOUTHEAST OF RUNWAY 04/22 CENTER,
 NP0753'227.8 FT (69.4 M) SOUTHWEST OF RUNWAY 11/29 CENTER, 189.4 FT (57.7 M)
 NP0753'EAST OF THE TAXIWAY CENTER, 1.5 FT (0.5 M) EAST OF A WITNESS POST, 1.5
 NP0753'FT (0.5 M) SOUTH OF A WITNESS POST AND 1.0 FT (0.3 M) NORTH-NORTHWEST
 NP0753'OF A SHORT WITNESS POST.  THIS STATION TO BE USED AS SACS.
 NP0753
 NP0753                          STATION RECOVERY (1997)
 NP0753
 NP0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0753'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE AIRPORT MANAGER
 NP0753'IS FRED HALVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1065 ***********************************************************************
 LH1065  DESIGNATION -  GOSPER
 LH1065  PID         -  LH1065
 LH1065  STATE/COUNTY-  NE/GOSPER
 LH1065  USGS QUAD   -  JOHNSON LAKE (1983)
 LH1065
 LH1065                         *CURRENT SURVEY CONTROL
 LH1065  ___________________________________________________________________
 LH1065* NAD 83(1995)-  40 40 33.12884(N)    099 45 48.04218(W)     ADJUSTED  
 LH1065* NAVD 88     -       804.     (meters)    2638.     (feet)  SCALED    
 LH1065  ___________________________________________________________________
 LH1065  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LH1065  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 LH1065
 LH1065  HORZ ORDER  -  SECOND
 LH1065
 LH1065.The horizontal coordinates were established by classical geodetic methods
 LH1065.and adjusted by the National Geodetic Survey in August 1997..
 LH1065
 LH1065.The orthometric height was scaled from a topographic map.
 LH1065
 LH1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1065
 LH1065.The geoid height was determined by GEOID03.
 LH1065
 LH1065;                    North         East     Units Scale Factor Converg.
 LH1065;SPC NE       -    93,573.121   520,003.455   MT  0.99976265   +0 09 24.6
 LH1065;UTM  14      - 4,503,056.581   435,487.755   MT  0.99965123   -0 29 51.2
 LH1065
 LH1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1065!SPC NE       -   0.99987763  x   0.99976265  =   0.99964031
 LH1065!UTM  14      -   0.99987763  x   0.99965123  =   0.99952890
 LH1065
 LH1065:                Primary Azimuth Mark                     Grid Az
 LH1065:SPC NE       -  LEXINGTON MUNICIPAL STANDPIPE            007 37 04.3
 LH1065:UTM  14      -  LEXINGTON MUNICIPAL STANDPIPE            008 16 20.1
 LH1065
 LH1065|---------------------------------------------------------------------|
 LH1065| PID    Reference Object                     Distance      Geod. Az  |
 LH1065|                                                           dddmmss.s |
 LH1065| LH1047 LEXINGTON MUNICIPAL STANDPIPE       APPROX.11.4 KM 0074628.9 |
 LH1065| CN8634 GOSPER AZ MK                                       0514617.5 |
 LH1065| LH1042 RADIO STATION KRVN WEST MAST        APPROX.15.0 KM 0561750.2 |
 LH1065| LH1060 CENTRAL NEBR PUB PWR RAD TWR 2      APPROX. 1.3 KM 0712248.1 |
 LH1065| CN8635 GOSPER RM 1                          18.922 METERS 08934     |
 LH1065| LH1059 HOPE LUTHERAN CHURCH BELFRY         APPROX.14.0 KM 1493813.7 |
 LH1065| LH1067 ELWOOD MUNICIPAL STANDPIPE          APPROX.12.5 KM 2203204.6 |
 LH1065| LH1064 CENTRAL NEBR PUB PWR RAD TWR 1      APPROX. 5.4 KM 2890724.5 |
 LH1065| LJ0371 HOLMES TWP KAC 34 ATT RAD TWR       APPROX.23.8 KM 2923716.0 |
 LH1065| CN8636 GOSPER RM 2                          10.525 METERS 31937     |
 LH1065| LH1077 DARR                                APPROX.15.7 KM 3342459.3 |
 LH1065| LH1074 LEXINGTON MUNICIPAL APT BEACON      APPROX.12.5 KM 3571200.0 |
 LH1065|---------------------------------------------------------------------|
 LH1065
 LH1065                          SUPERSEDED SURVEY CONTROL
 LH1065
 LH1065  NAD 83(1986)-  40 40 33.13500(N)    099 45 48.04587(W) AD(       ) 2
 LH1065  NAD 27      -  40 40 33.11300(N)    099 45 46.62900(W) AD(       ) 2
 LH1065
 LH1065.Superseded values are not recommended for survey control.
 LH1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1065.See file dsdata.txt to determine how the superseded data were derived.
 LH1065
 LH1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3548803057(NAD 83)
 LH1065_MARKER: DS = TRIANGULATION STATION DISK
 LH1065_SETTING: 0 = UNSPECIFIED SETTING
 LH1065
 LH1065  HISTORY     - Date     Condition        Report By
 LH1065  HISTORY     - 1951     MONUMENTED       CGS
 LH1065  HISTORY     - 1964     GOOD             LOCENG
 LH1065
 LH1065                          STATION DESCRIPTION
 LH1065
 LH1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1065'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH OF LEXINGTON,
 LH1065'0.2 MILE SOUTHWEST OF A FARM HOUSE, 0.15 MILE WEST OF A STEEL
 LH1065'BRIDGE CROSSING THE PHELPS COUNTY CANAL AND ON THE NORTH BANK
 LH1065'OF A HIGH DIRT PILE MADE BY THE EXCAVATION OF THE PHELPS COUNTY
 LH1065'CANAL.  IT IS ABOUT 100.0 FEET NORTH OF THE CENTER OF THE CANAL.
 LH1065'IT IS 68.0 FEET WEST OF A SMALL COTTONWOOD TREE AND 4.0 FEET
 LH1065'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD STATION MARK
 LH1065'DISK SET ON A 3 INCH CAST IRON PIPE PROJECTING 10 INCHES AND
 LH1065'STAMPED GOSPER 1951.
 LH1065'
 LH1065'REFERENCE MARK NO. 1 IS 20.0 FEET NORTH OF A SMALL COTTONWOOD
 LH1065'TREE AND 6.0 FEET BELOW THE LEVEL OF THE STATION.  IT IS A
 LH1065'STANDARD REFERENCE MARK DISK SET ON A 3 INCH CAST IRON PIPE
 LH1065'PROJECTING 5 INCHES AND STAMPED GOSPER NO 1 1951.
 LH1065'
 LH1065'REFERENCE MARK NO. 2 IS 2.0 FEET BELOW THE LEVEL OF THE STATION.
 LH1065'IT IS A STANDARD REFERENCE MARK DISK SET ON A 3 INCH CAST
 LH1065'IRON PIPE PROJECTING 5 INCHES AND STAMPED GOSPER NO 2 1951.
 LH1065'
 LH1065'THE AZIMUTH MARK IS 0.2 MILE NORTH OF A FARM HOUSE, 68.0 FEET
 LH1065'NORTHEAST OF A TELEPHONE POLE, 33.0 FEET EAST OF THE CENTER OF
 LH1065'A NORTH-SOUTH GRAVELED ROAD, 1.5 FEET SOUTH OF A WITNESS POST
 LH1065'AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 LH1065'3 INCHES AND IS STAMPED GOSPER 1951.
 LH1065'
 LH1065'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 LH1065'IN LEXINGTON, GO SOUTH ON THE MAIN STREET FOR 0.2 MILE TO THE
 LH1065'JUNCTION OF U.S. HIGHWAYS 30 AND 283.  FOLLOW U.S. HIGHWAY 283
 LH1065'SOUTHERLY FOR 3.5 MILES TO A FORK WHERE U.S. HIGHWAY 283 CURVES
 LH1065'TO THE WEST, TAKE LEFT FORK AND GO SOUTH ON A GRAVELED ROAD
 LH1065'FOR 2.0 MILES TO A T INTERSECTION.  TURN RIGHT, WEST, ON A
 LH1065'GRAVELED ROAD FOR 0.3 MILE TO A T ROAD LEADING SOUTH, TURN
 LH1065'LEFT, SOUTH, ON A GRAVELED ROAD FOR 1.4 MILES TO THE AZIMUTH
 LH1065'MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH FOR 0.2
 LH1065'MILE TO A FARM YARD ON THE RIGHT, TURN RIGHT AND GO WEST
 LH1065'THROUGH FARM YARD TO A TRACK ROAD LEADING SOUTH FROM THE
 LH1065'NORTHWEST CORNER OF A CORN CRIB.  TURN LEFT, SOUTH, ON
 LH1065'TRACK ROAD FOR 0.15 MILE TO A HIGH EMBANKMENT, TURN RIGHT,
 LH1065'WEST, ALONG THE NORTH SIDE OF THE EMBANKMENT FOR 0.15 MILE TO
 LH1065'A SMALL COTTONWOOD TREE AND THE STATION ON THE LEFT AND AT
 LH1065'TOP OF THE EMBANKMENT AS DESCRIBED.
 LH1065
 LH1065                          STATION RECOVERY (1964)
 LH1065
 LH1065'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964 (MSF)
 LH1065'(STA.) GOSPER 1951 RECOVERED GOOD.
 LH1065'
 LH1065'(RM) GOSPER NO 1 1951 RECOVERED GOOD.
 LH1065'
 LH1065'(RM) GOSPER NO 2 1951 RECOVERED GOOD.
 LH1065'
 LH1065'(AZ.MK.) GOSPER 1951 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0009 ***********************************************************************
 LJ0009  DESIGNATION -  GOTHENBURG
 LJ0009  PID         -  LJ0009
 LJ0009  STATE/COUNTY-  NE/DAWSON
 LJ0009  USGS QUAD   -  GOTHENBURG (1983)
 LJ0009
 LJ0009                         *CURRENT SURVEY CONTROL
 LJ0009  ___________________________________________________________________
 LJ0009* NAD 83(1986)-  40 55 45.     (N)    100 09 38.     (W)     SCALED    
 LJ0009* NAVD 88     -       782.669  (meters)    2567.81   (feet)  ADJUSTED  
 LJ0009  ___________________________________________________________________
 LJ0009  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 LJ0009  DYNAMIC HT  -         782.210 (meters)    2566.30  (feet)  COMP
 LJ0009  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 LJ0009
 LJ0009  VERT ORDER  -  FIRST     CLASS II
 LJ0009
 LJ0009.The horizontal coordinates were scaled from a topographic map and have
 LJ0009.an estimated accuracy of +/- 6 seconds.
 LJ0009
 LJ0009.The orthometric height was determined by differential leveling
 LJ0009.and adjusted by the National Geodetic Survey in June 1991..
 LJ0009
 LJ0009.The geoid height was determined by GEOID03.
 LJ0009
 LJ0009.The dynamic height is computed by dividing the NAVD 88
 LJ0009.geopotential number by the normal gravity value computed on the
 LJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0009.degrees latitude (g = 980.6199 gals.).
 LJ0009
 LJ0009.The modeled gravity was interpolated from observed gravity values.
 LJ0009
 LJ0009;                    North         East    Units  Estimated Accuracy
 LJ0009;SPC NE       -   121,680.      486,480.      MT  (+/- 180 meters Scaled)
 LJ0009
 LJ0009                          SUPERSEDED SURVEY CONTROL
 LJ0009
 LJ0009  NGVD 29 (02/14/92)  782.363  (m)         2566.80   (f) ADJUSTED    1 2
 LJ0009
 LJ0009.Superseded values are not recommended for survey control.
 LJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0009.See file dsdata.txt to determine how the superseded data were derived.
 LJ0009
 LJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML022315(NAD 83)
 LJ0009_MARKER: DB = BENCH MARK DISK
 LJ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0009_SP_SET: CONCRETE POST
 LJ0009_STAMPING: GOTHENBURG 1933 2566.852
 LJ0009_MARK LOGO: CGS   
 LJ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0009+STABILITY: SURFACE MOTION
 LJ0009
 LJ0009  HISTORY     - Date     Condition        Report By
 LJ0009  HISTORY     - 1933     MONUMENTED       CGS
 LJ0009  HISTORY     - 1934     GOOD             NGS
 LJ0009  HISTORY     - 1986     GOOD             NGS
 LJ0009
 LJ0009                          STATION DESCRIPTION
 LJ0009
 LJ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LJ0009'AT GOTHENBURG.
 LJ0009'AT GOTHENBURG, DAWSON COUNTY, AT THE NORTHWEST CORNER OF THE
 LJ0009'INTERSECTION OF LAKE AVENUE AND ELEVENTH STREET, 40 FEET WEST
 LJ0009'OF THE CENTER OF LAKE AVENUE, 40 FEET NORTH OF THE CENTER OF
 LJ0009'ELEVENTH STREET, 25 FEET SOUTHEAST OF THE CORNER OF THE CARNEGIE
 LJ0009'PUBLIC LIBRARY, AND AT THE SOUTHEAST CORNER OF THE LIBRARY LAWN.
 LJ0009'A STANDARD DISK, STAMPED 2566.852 GOTHENBURG 1933 AND SET IN
 LJ0009'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 LJ0009
 LJ0009                          STATION RECOVERY (1934)
 LJ0009
 LJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LJ0009'RECOVERED IN GOOD CONDITION.
 LJ0009
 LJ0009                          STATION RECOVERY (1986)
 LJ0009
 LJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0354 ***********************************************************************
 LJ0354  DESIGNATION -  GOTHENBURG
 LJ0354  PID         -  LJ0354
 LJ0354  STATE/COUNTY-  NE/DAWSON
 LJ0354  USGS QUAD   -  GOTHENBURG (1983)
 LJ0354
 LJ0354                         *CURRENT SURVEY CONTROL
 LJ0354  ___________________________________________________________________
 LJ0354* NAD 83(1995)-  40 56 16.68222(N)    100 09 31.87172(W)     ADJUSTED  
 LJ0354* NAVD 88     -       795.274  (meters)    2609.16   (feet)  ADJUSTED  
 LJ0354  ___________________________________________________________________
 LJ0354  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LJ0354  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 LJ0354  DYNAMIC HT  -         794.809 (meters)    2607.64  (feet)  COMP
 LJ0354  MODELED GRAV-     980,012.4   (mgal)                       NAVD 88
 LJ0354
 LJ0354  HORZ ORDER  -  SECOND
 LJ0354  VERT ORDER  -  FIRST     CLASS II
 LJ0354
 LJ0354.The horizontal coordinates were established by classical geodetic methods
 LJ0354.and adjusted by the National Geodetic Survey in August 1997..
 LJ0354
 LJ0354.The orthometric height was determined by differential leveling
 LJ0354.and adjusted by the National Geodetic Survey in June 1991..
 LJ0354
 LJ0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0354
 LJ0354.The geoid height was determined by GEOID03.
 LJ0354
 LJ0354.The dynamic height is computed by dividing the NAVD 88
 LJ0354.geopotential number by the normal gravity value computed on the
 LJ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0354.degrees latitude (g = 980.6199 gals.).
 LJ0354
 LJ0354.The modeled gravity was interpolated from observed gravity values.
 LJ0354
 LJ0354;                    North         East     Units Scale Factor Converg.
 LJ0354;SPC NE       -   122,656.315   486,626.251   MT  0.99970737   -0 06 19.0
 LJ0354;UTM  14      - 4,532,517.355   402,446.395   MT  0.99971713   -0 45 33.8
 LJ0354
 LJ0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0354!SPC NE       -   0.99987888  x   0.99970737  =   0.99958629
 LJ0354!UTM  14      -   0.99987888  x   0.99971713  =   0.99959605
 LJ0354
 LJ0354|---------------------------------------------------------------------|
 LJ0354| PID    Reference Object                     Distance      Geod. Az  |
 LJ0354|                                                           dddmmss.s |
 LJ0354| CN8640 GOTHENBURG RM 3                       8.793 METERS 04315     |
 LJ0354| LJ0377 GERMAN PRECINCT CHRIST LUTH CH      APPROX. 3.7 KM 0435223.0 |
 LJ0354| LJ0364 HARM RESET                          APPROX. 7.7 KM 0574456.2 |
 LJ0354| CN8637 GOTHENBURG AZ MK                                   0755612.9 |
 LJ0354| LH1084 COZAD MUNICIPAL TANK                APPROX.16.9 KM 1212758.6 |
 LJ0354| LH1080 COZAD DENVER ALFALFA MILL STK       APPROX.17.2 KM 1221738.1 |
 LJ0354| LJ0368 WILLOW ISLAND ST PATRICKS CH        APPROX. 9.5 KM 1254348.3 |
 LJ0354| CN8638 GOTHENBURG RM 1                      53.462 METERS 16801     |
 LJ0354| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX. 1.8 KM 1763614.6 |
 LJ0354| LJ0389 GOTHENBURG MUNICIPAL TANK            80.392 METERS 25656     |
 LJ0354| CN8639 GOTHENBURG RM 2                      35.131 METERS 27308     |
 LJ0354| MM0372 ZION LUTHERAN CHURCH SPIRE          APPROX. 8.9 KM 3553028.3 |
 LJ0354|---------------------------------------------------------------------|
 LJ0354
 LJ0354                          SUPERSEDED SURVEY CONTROL
 LJ0354
 LJ0354  NAD 83(1986)-  40 56 16.68903(N)    100 09 31.87693(W) AD(       ) 2
 LJ0354  NAD 27      -  40 56 16.65900(N)    100 09 30.42400(W) AD(       ) 2
 LJ0354  NGVD 29 (02/14/92)  794.969  (m)         2608.16   (f) ADJUSTED    1 2
 LJ0354
 LJ0354.Superseded values are not recommended for survey control.
 LJ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0354.See file dsdata.txt to determine how the superseded data were derived.
 LJ0354
 LJ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0244632517(NAD 83)
 LJ0354_MARKER: DS = TRIANGULATION STATION DISK
 LJ0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0354_SP_SET: CONCRETE POST
 LJ0354_STAMPING: GOTHENBURG 1934
 LJ0354_MARK LOGO: CGS   
 LJ0354_PROJECTION: RECESSED 6 CENTIMETERS
 LJ0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0354+STABILITY: SURFACE MOTION
 LJ0354
 LJ0354  HISTORY     - Date     Condition        Report By
 LJ0354  HISTORY     - 1934     MONUMENTED       CGS
 LJ0354  HISTORY     - 1950     GOOD             CGS
 LJ0354  HISTORY     - 1970     GOOD             USGS
 LJ0354  HISTORY     - 1971     GOOD             NGS
 LJ0354  HISTORY     - 1972     GOOD             LOCENG
 LJ0354  HISTORY     - 1986     GOOD             NGS
 LJ0354
 LJ0354                          STATION DESCRIPTION
 LJ0354
 LJ0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0354'STATION IS LOCATED IN GOTHENBURG, NEBRASKA, IN THE NORTHEAST
 LJ0354'PART OF CITY PARK IN THE NORTHERN PART OF TOWN, IN THE SOUTHWEST
 LJ0354'ANGLE OF THE ANGLE FORMED BY THE INTERSECTION OF AVENUE F
 LJ0354'AND 20TH STREET, ABOUT 0.15 MILE EAST OF MUNICIPAL WATER TANK,
 LJ0354'AND IN SEC. 10, T. 11 N., R. 25 W., GOTHENBURG TOWNSHIP.
 LJ0354'
 LJ0354'TO REACH FROM GOTHENBURG POST OFFICE, GO NORTH ON LAKE AVENUE
 LJ0354'FOR 0.75 MILE, THEN TURN RIGHT AROUND PARK AT 20TH STREET AND
 LJ0354'GO ONE BLOCK EAST TO AVENUE F AND STATION.  MARK IS 40 FEET
 LJ0354'WEST OF CENTERLINE OF AVENUE F, 32 FEET SOUTH OF CENTERLINE OF
 LJ0354'20TH STREET.
 LJ0354'
 LJ0354'REFERENCE MARK NO. 1 IS 23 FEET WEST OF CENTERLINE OF AVENUE
 LJ0354'F, BETWEEN AVENUE AND SIDEWALK IN SAID PARK, SET FLUSH WITH
 LJ0354'GROUND.
 LJ0354'
 LJ0354'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF CENTERLINE OF 20TH
 LJ0354'STREET, IN EAST-WEST HEDGE ROW IN SAID PARK, SET FLUSH WITH
 LJ0354'GROUND.
 LJ0354'
 LJ0354'TO REACH AZIMUTH MARK FROM THE INTERSECTION OF AVENUE F AND
 LJ0354'20TH STREET, GO EAST ON 20TH STREET FOR 0.5 MILE, TURN NORTH AND
 LJ0354'GO 0.15 MILE.  MARK IS 24 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 LJ0354'ROAD, 24 FEET SOUTH OF CENTERLINE OF DIM EAST-WEST ROAD, AND
 LJ0354'PROJECTS 4 INCHES.
 LJ0354'
 LJ0354'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LJ0354
 LJ0354                          STATION RECOVERY (1950)
 LJ0354
 LJ0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 LJ0354'STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 LJ0354'ALL RECOVERED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 LJ0354'DESCRIPTION IS ADEQUATE TO REACH STATION.
 LJ0354
 LJ0354                          STATION RECOVERY (1970)
 LJ0354
 LJ0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 LJ0354'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  R.M. 1
 LJ0354'DISTURBED, LEANS S 0.6 FT. R.M. 2 WAS NOT FOUND AZIMUTH
 LJ0354'MARK WAS NOT FOUND.
 LJ0354'
 LJ0354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GOTHERNBURG,
 LJ0354'IN NE PART OF THE CITY PARK
 LJ0354
 LJ0354                          STATION RECOVERY (1971)
 LJ0354
 LJ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LJ0354'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 LJ0354'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND TILTED
 LJ0354'AND WAS DESTROYED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 LJ0354'FOUND AND ALL INDICATIONS FROM OLD TIES SHOW THE MARK WAS
 LJ0354'DESTROYED BY STREET CONSTRUCTION.  NO OBJECTS WERE VISIBLE AT
 LJ0354'THE STATION SITE SO A NEW AZIMUTH MARK WAS NOT SET.  THE
 LJ0354'DISTANCE TO REFERENCE MARK NO. 2 FAILED TO CHECK BY 0.24 FEET.
 LJ0354'
 LJ0354'REFERENCE MARK NO. 3 WAS SET.
 LJ0354'
 LJ0354'FOLLOWING IS A NEW DESCRIPTION.
 LJ0354'
 LJ0354'STATION IS LOCATED IN THE NORTHEAST PART OF CITY PARK IN THE
 LJ0354'NORTHERN PART OF GOTHENBURG, AND IN THE SOUTHWEST ANGLE OF THE
 LJ0354'INTERSECTION OF AVENUE F AND 20TH STREET.
 LJ0354'
 LJ0354'STATION MARK, A STANDARD DISK STAMPED GOTHENBURG 1934, IS SET
 LJ0354'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 2 INCHES BELOW THE
 LJ0354'SURFACE OF THE GROUND.  IT IS 89 FEET NORTHEAST OF THE NORTHEAST
 LJ0354'CORNER OF A RED BRICK BUILDING, 57 FEET WEST OF THE CENTER OF
 LJ0354'AVENUE F, 50.5 FEET SOUTH OF THE CENTER OF 20TH STREET, AND 19
 LJ0354'FEET WEST OF THE WEST EDGE OF A SIDEWALK AT THE EAST SIDE OF THE
 LJ0354'PARK.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LJ0354'
 LJ0354'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GOTHENBURG NO. 2
 LJ0354'1934, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 2
 LJ0354'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 49 FEET EAST OF
 LJ0354'THE EAST EDGE OF THE SIDEWALK WHICH RUNS THROUGH THE CENTER OF
 LJ0354'THE PARK, 44 FEET SOUTH OF THE CENTER OF 20TH STREET, 37.5 FEET
 LJ0354'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BENCH, AND
 LJ0354'5.5 FEET SOUTHWEST OF THE FIFTH PINE TREE FROM THE EAST.
 LJ0354'
 LJ0354'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GOTHENBURG 1934
 LJ0354'NO. 3 1971, IS CEMENTED IN A DRILL HOLE IN A SIDEWALK NEAR THE
 LJ0354'NORTHEAST CORNER OF THE SMALL PARK, 39 FEET WEST OF THE CENTER
 LJ0354'OF AVENUE F, 29 FEET SOUTH OF THE CENTER OF 20TH STREET, AND 0.8
 LJ0354'FEET EAST OF THE WEST EDGE OF THE SIDEWALK.
 LJ0354'
 LJ0354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GOTHENBURG.
 LJ0354
 LJ0354                          STATION RECOVERY (1972)
 LJ0354
 LJ0354'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (LWN)
 LJ0354'STATION RECOVERED BY GREAT PLAINS ENG. AND ARCHITECHT.
 LJ0354'
 LJ0354'GOTHENBURG 1933-GOOD
 LJ0354'
 LJ0354'REF. GOOD.
 LJ0354
 LJ0354                          STATION RECOVERY (1986)
 LJ0354
 LJ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0354'1.4 KM (0.85 MI) NORTH FROM GOTHENBURG.
 LJ0354'1.3 KM (0.8 MI) NORTH ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF US
 LJ0354'HIGHWAY 30 AT GOTHENBURG, THENCE 0.1 KM (0.05 MI) EAST ALONG 20TH
 LJ0354'STREET, IN THE SOUTHWEST CORNER OF THE JUNCTION OF AVENUE F, 15.4
 LJ0354'METERS (50.5 FT) SOUTH OF THE CENTER OF THE STREET, 17.4 METERS (57
 LJ0354'FT) WEST OF THE CENTER OF THE AVENUE AND 6.8 METERS (22.5 FT)
 LJ0354'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE TENNIS COURT.
 LJ0354'THE MARK IS 0.3 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0389 ***********************************************************************
 LJ0389  DESIGNATION -  GOTHENBURG MUNICIPAL TANK
 LJ0389  PID         -  LJ0389
 LJ0389  STATE/COUNTY-  NE/DAWSON
 LJ0389  USGS QUAD   -  GOTHENBURG (1983)
 LJ0389
 LJ0389                         *CURRENT SURVEY CONTROL
 LJ0389  ___________________________________________________________________
 LJ0389* NAD 83(1995)-  40 56 16.09273(N)    100 09 35.21924(W)     ADJUSTED  
 LJ0389* NAVD 88     -                                                        
 LJ0389  ___________________________________________________________________
 LJ0389  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 LJ0389  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 LJ0389
 LJ0389  HORZ ORDER  -  THIRD
 LJ0389
 LJ0389.The horizontal coordinates were established by classical geodetic methods
 LJ0389.and adjusted by the National Geodetic Survey in August 1997..
 LJ0389
 LJ0389
 LJ0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0389
 LJ0389.The geoid height was determined by GEOID03.
 LJ0389
 LJ0389;                    North         East     Units Scale Factor Converg.
 LJ0389;SPC NE       -   122,638.280   486,547.933   MT  0.99970740   -0 06 21.2
 LJ0389;UTM  14      - 4,532,500.215   402,367.875   MT  0.99971732   -0 45 36.0
 LJ0389
 LJ0389                          SUPERSEDED SURVEY CONTROL
 LJ0389
 LJ0389  NAD 83(1986)-  40 56 16.09860(N)    100 09 35.22480(W) AD(       ) 4
 LJ0389  NAD 27      -  40 56 16.06818(N)    100 09 33.76289(W) AD(       ) 3
 LJ0389
 LJ0389.Superseded values are not recommended for survey control.
 LJ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0389.See file dsdata.txt to determine how the superseded data were derived.
 LJ0389
 LJ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0236832500(NAD 83)
 LJ0389_MARKER: 53 = ELEVATED TANK
 LJ0389
 LJ0389  HISTORY     - Date     Condition        Report By
 LJ0389  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0389  HISTORY     - 1951     GOOD             CGS
 LJ0389  HISTORY     - 1967     GOOD             NEDR
 LJ0389  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 LJ0389
 LJ0389                          STATION DESCRIPTION
 LJ0389
 LJ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0389'POINT OBSERVED UPON IS FINIAL OF THE MUNICIPAL WATER TANK.
 LJ0389'IT IS ABOUT 90 FEET HIGH, AND IS LOCATED IN THE NORTHERN PART
 LJ0389'OF TOWN ON THE CORNER OF 20TH AND LAKE STREETS, IN THE CITY
 LJ0389'PLAYGROUND.
 LJ0389'
 LJ0389'STATION WAS OBSERVED FROM TRIANGULATION STATIONS MAY, GOTHENBURG,
 LJ0389'HARM, WILLOW, AND IVER.
 LJ0389
 LJ0389                          STATION RECOVERY (1951)
 LJ0389
 LJ0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0389'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE E.G.
 LJ0389'WEST PARK NEAR THE NORTHEAST CORNER OF GOTHENBURG.  IT IS A
 LJ0389'FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, HAS
 LJ0389'A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL HEIGHT
 LJ0389'OF 95.0 FEET.
 LJ0389'
 LJ0389'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LJ0389
 LJ0389                          STATION RECOVERY (1967)
 LJ0389
 LJ0389'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 LJ0389'STATION WAS LOCATED AND FOUND AS DESCRIBED AND TO BE THE SAME.
 LJ0389'
 LJ0389'TO REACH IS ADEQUATE FOR RECOVERY NOTES OF 1934 AND 1951.
 LJ0389
 LJ0389                          STATION RECOVERY (2003)
 LJ0389
 LJ0389'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LJ0389'STATION NOT FOUND. SITE LOCATED. TANK NO LONGER EXISTS. THE CITY HAS
 LJ0389'BUILT TENNIS COURTS AT THE SITE.  THIS STATION SHOULD BE DECLARED
 LJ0389'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0351 ***********************************************************************
 LJ0351  SACS        -  This is a Secondary Airport Control Station.
 LJ0351  DESIGNATION -  GOTHPORT
 LJ0351  PID         -  LJ0351
 LJ0351  STATE/COUNTY-  NE/DAWSON
 LJ0351  USGS QUAD   -  GOTHENBURG (1983)
 LJ0351
 LJ0351                         *CURRENT SURVEY CONTROL
 LJ0351  ___________________________________________________________________
 LJ0351* NAD 83(1995)-  40 55 28.10958(N)    100 09 01.63868(W)     ADJUSTED  
 LJ0351* NAVD 88     -       778.970  (meters)    2555.67   (feet)  ADJUSTED  
 LJ0351  ___________________________________________________________________
 LJ0351  X           -    -850,619.859 (meters)                     COMP
 LJ0351  Y           -  -4,751,115.413 (meters)                     COMP
 LJ0351  Z           -   4,156,584.740 (meters)                     COMP
 LJ0351  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 LJ0351  ELLIP HEIGHT-         755.87  (meters)          (01/11/02) GPS OBS
 LJ0351  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 LJ0351  DYNAMIC HT  -         778.512 (meters)    2554.17  (feet)  COMP
 LJ0351  MODELED GRAV-     980,010.4   (mgal)                       NAVD 88
 LJ0351
 LJ0351  HORZ ORDER  -  FIRST
 LJ0351  VERT ORDER  -  FIRST     CLASS II
 LJ0351  ELLP ORDER  -  FOURTH    CLASS II
 LJ0351
 LJ0351.This mark is at Quinn Field Airport (GTE)
 LJ0351
 LJ0351.The horizontal coordinates were established by GPS observations
 LJ0351.and adjusted by the National Geodetic Survey in September 1997..
 LJ0351
 LJ0351.The orthometric height was determined by differential leveling
 LJ0351.and adjusted by the National Geodetic Survey in June 1991..
 LJ0351
 LJ0351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0351
 LJ0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0351
 LJ0351.The ellipsoidal height was determined by GPS observations
 LJ0351.and is referenced to NAD 83.
 LJ0351
 LJ0351.The geoid height was determined by GEOID03.
 LJ0351
 LJ0351.The dynamic height is computed by dividing the NAVD 88
 LJ0351.geopotential number by the normal gravity value computed on the
 LJ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0351.degrees latitude (g = 980.6199 gals.).
 LJ0351
 LJ0351.The modeled gravity was interpolated from observed gravity values.
 LJ0351
 LJ0351;                    North         East     Units Scale Factor Converg.
 LJ0351;SPC NE       -   121,157.123   487,330.672   MT  0.99970972   -0 05 58.9
 LJ0351;UTM  14      - 4,531,010.209   403,133.661   MT  0.99971549   -0 45 13.2
 LJ0351
 LJ0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0351!SPC NE       -   0.99988145  x   0.99970972  =   0.99959120
 LJ0351!UTM  14      -   0.99988145  x   0.99971549  =   0.99959697
 LJ0351
 LJ0351:                Primary Azimuth Mark                     Grid Az
 LJ0351:SPC NE       -  GOTHPORT AZ MK                           038 38 57.2
 LJ0351:UTM  14      -  GOTHPORT AZ MK                           039 18 11.5
 LJ0351
 LJ0351|---------------------------------------------------------------------|
 LJ0351| PID    Reference Object                     Distance      Geod. Az  |
 LJ0351|                                                           dddmmss.s |
 LJ0351| LJ0352 GOTHPORT AZ MK                      APPROX. 0.7 KM 0383258.3 |
 LJ0351| LJ0350 L 426                               218.779 METERS 21144     |
 LJ0351|---------------------------------------------------------------------|
 LJ0351
 LJ0351                          SUPERSEDED SURVEY CONTROL
 LJ0351
 LJ0351  ELLIP H (09/18/97)  755.91   (m)                       GP(       ) 4 2
 LJ0351  NAD 83(1995)-  40 55 28.10943(N)    100 09 01.63758(W) AD(       ) 1
 LJ0351  ELLIP H (08/18/97)  755.91   (m)                       GP(       ) 4 1
 LJ0351  NAD 83(1986)-  40 55 28.11606(N)    100 09 01.64179(W) AD(       ) 1
 LJ0351  NGVD 29 (02/14/92)  778.666  (m)         2554.67   (f) ADJUSTED    1 2
 LJ0351
 LJ0351.Superseded values are not recommended for survey control.
 LJ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0351.See file dsdata.txt to determine how the superseded data were derived.
 LJ0351
 LJ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0313431010(NAD 83)
 LJ0351_MARKER: DH = HORIZONTAL CONTROL DISK
 LJ0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0351_SP_SET: CONCRETE POST
 LJ0351_STAMPING: GOTHPORT 1986
 LJ0351_MARK LOGO: NGS   
 LJ0351_PROJECTION: FLUSH
 LJ0351_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LJ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0351+STABILITY: SURFACE MOTION
 LJ0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0351+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1997
 LJ0351
 LJ0351  HISTORY     - Date     Condition        Report By
 LJ0351  HISTORY     - 1986     MONUMENTED       NGS
 LJ0351  HISTORY     - 19890417 GOOD             NGS
 LJ0351  HISTORY     - 19950802 GOOD             NGS
 LJ0351  HISTORY     - 19970730 GOOD             NGS
 LJ0351
 LJ0351                          STATION DESCRIPTION
 LJ0351
 LJ0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0351'IN GOTHENBURG.
 LJ0351'IN GOTHENBURG, AT THE MUNICIPAL AIRPORT (QUINN FIELD), AT THE JUNCTION
 LJ0351'OF THE MAIN NORTHEAST-SOUTHWEST RUNWAY AND THE TAXI STRIP, BETWEEN TWO
 LJ0351'WITNESS POSTS, 17.7 METERS (58 FT) NORTHWEST OF THE CENTER OF THE MAIN
 LJ0351'RUNWAY, 11.6 METERS (38 FT) NORTHEAST OF THE CENTER OF A TAXI STRIP
 LJ0351'AND 4.6 METERS (15 FT) WEST-NORTHWEST AND IN-LINE WITH THE MOST
 LJ0351'WEST-NORTHWEST 1 OF 2 RUNWAY LITES.
 LJ0351'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LJ0351'THE MARK IS ABOVE LEVEL WITH THE TAXI STRIP.
 LJ0351
 LJ0351                          STATION RECOVERY (1989)
 LJ0351
 LJ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0351'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) EAST-SOUTHEAST OF
 LJ0351'GOTHENBURG, AT THE GOTHENBURG MUNICIPAL AIRPORT.
 LJ0351'OWNERSHIP--GOTHENBURG AIRPORT AUTHORITY, 1018 D, GOTHENBURG, NE 69138.
 LJ0351'AIRPORT MANAGER IS ROGER PEDEN, TELEPHONE IS 308-537-3034.
 LJ0351'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 30 AND STATE
 LJ0351'ROUTE 47, IN GOTHENBURG, GO 0.80 KM (0.50 MI) EAST ALONG STATE ROUTE
 LJ0351'30 TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 LJ0351'ALONG THE ASPHALT ROAD TO A GREEN GATE ON THE RIGHT AT THE NORTHWEST
 LJ0351'CORNER OF THE AIRPORT OFFICE BUILDING COMPOUND.  TURN RIGHT AND PASS
 LJ0351'THROUGH THE GATE, THEN GO EAST BETWEEN TWO NORTHERN HANGARS, THEN
 LJ0351'SOUTHEAST FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF RUNWAY 03-21 AND A
 LJ0351'TAXIWAY APPROACH AND THE STATION ON THE LEFT BETWEEN TWO WITNESS
 LJ0351'POSTS.
 LJ0351'THE STATION MARK IS SET 17.7 M (58.1 FT) NORTHWEST OF THE CENTER OF
 LJ0351'THE RUNWAY, 11.6 M (38.1 FT) NORTHEAST OF THE CENTER OF THE TAXIWAY
 LJ0351'APPROACH, 4.6 M (15.1 FT) WEST-NORTHWEST AND IN-LINE WITH THE MOST
 LJ0351'WEST-NORTHWEST 1 OF 2 RUNWAY LIGHTS AND FLUSH WITH THE SURFACE.
 LJ0351'DESCRIBED BY G.F.SMITH.
 LJ0351
 LJ0351                          STATION RECOVERY (1995)
 LJ0351
 LJ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0351'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF WILLOW
 LJ0351'ISLAND, 0.5 MI (0.8 KM) EAST-SOUTHEAST OF GOTHENBURG, AT THE
 LJ0351'GOTHENBURG/QUINN FIELD AND AT THE JUNCTION OF THE PAVED RUNWAY AND A
 LJ0351'CONNECTOR TAXIWAY.  OWNERSHIP--GOTHENBURG AIRPORT AUTHORITY, PO BOX
 LJ0351'482, GOTHENBURG NE 69138.  AIRPORT MANAGER IS ROGER PEDEN, PHONE (308)
 LJ0351'537-3034.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND
 LJ0351'STATE HIGHWAY 47 (STATE HIGHWAY PASSES OVER US HIGHWAY) IN GOTHENBURG,
 LJ0351'GO EASTERLY ON US HIGHWAY 30 FOR 0.35 MI (0.56 KM) TO A PAVED ROAD
 LJ0351'LEFT, TURN LEFT AND GO NORTH ON AVENUE L FOR 0.3 MI (0.5 KM) TO AN
 LJ0351'INTERSECTION, TURN RIGHT AND GO SOUTHEAST ON THE AIRPORT ENTRANCE ROAD
 LJ0351'FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE TURN RIGHT AND GO
 LJ0351'SOUTHWEST FOLLOWING THE GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A TAXIWAY
 LJ0351'LEFT, TURN LEFT AND GO SOUTHEAST ON THE TAXIWAY FOR 100 FT (30.5 M) TO
 LJ0351'A TAXIWAY, TURN RIGHT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.05 MI
 LJ0351'(0.08 KM) TO A CONNECTOR TAXIWAY LEFT, TURN LEFT AND GO SOUTHEAST ON
 LJ0351'THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY AND THE
 LJ0351'STATION ON THE LEFT.  THE STATION PROJECTS 3 CM ABOVE GROUND.  LOCATED
 LJ0351'58.3 FT (17.8 M) NORTHWEST OF THE RUNWAY CENTER, 38.5 FT (11.7 M)
 LJ0351'NORTHEAST OF THE TAXIWAY CENTER, 20.2 FT (6.2 M) NORTHWEST OF THE MOST
 LJ0351'NORTHWESTERLY OF TWO TAXIWAY LIGHTS, 15.4 FT (4.7 M) NORTH OF A
 LJ0351'TAXIWAY LIGHT AND 1.0 FT (0.3 M) SOUTHWEST OF A SHORT WITNESS POST.
 LJ0351'THIS STATION TO BE USED AS SACS.
 LJ0351
 LJ0351                          STATION RECOVERY (1997)
 LJ0351
 LJ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0351'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0352 ***********************************************************************
 LJ0352  SACS        -  This is a Secondary Airport Control Station.
 LJ0352  DESIGNATION -  GOTHPORT AZ MK
 LJ0352  PID         -  LJ0352
 LJ0352  STATE/COUNTY-  NE/DAWSON
 LJ0352  USGS QUAD   -  GOTHENBURG (1983)
 LJ0352
 LJ0352                         *CURRENT SURVEY CONTROL
 LJ0352  ___________________________________________________________________
 LJ0352* NAD 83(1995)-  40 55 45.02481(N)    100 08 43.86613(W)     ADJUSTED  
 LJ0352* NAVD 88     -       779.727  (meters)    2558.15   (feet)  ADJUSTED  
 LJ0352  ___________________________________________________________________
 LJ0352  X           -    -850,150.366 (meters)                     COMP
 LJ0352  Y           -  -4,750,852.745 (meters)                     COMP
 LJ0352  Z           -   4,156,979.542 (meters)                     COMP
 LJ0352  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 LJ0352  ELLIP HEIGHT-         756.65  (meters)          (01/11/02) GPS OBS
 LJ0352  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 LJ0352  DYNAMIC HT  -         779.270 (meters)    2556.66  (feet)  COMP
 LJ0352  MODELED GRAV-     980,011.1   (mgal)                       NAVD 88
 LJ0352
 LJ0352  HORZ ORDER  -  FIRST
 LJ0352  VERT ORDER  -  FIRST     CLASS II
 LJ0352  ELLP ORDER  -  FOURTH    CLASS II
 LJ0352
 LJ0352.This mark is at Quinn Field Airport (GTE)
 LJ0352
 LJ0352.The horizontal coordinates were established by GPS observations
 LJ0352.and adjusted by the National Geodetic Survey in September 1997..
 LJ0352
 LJ0352.The orthometric height was determined by differential leveling
 LJ0352.and adjusted by the National Geodetic Survey in June 1991..
 LJ0352
 LJ0352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0352
 LJ0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0352
 LJ0352.The ellipsoidal height was determined by GPS observations
 LJ0352.and is referenced to NAD 83.
 LJ0352
 LJ0352.The geoid height was determined by GEOID03.
 LJ0352
 LJ0352.The dynamic height is computed by dividing the NAVD 88
 LJ0352.geopotential number by the normal gravity value computed on the
 LJ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0352.degrees latitude (g = 980.6199 gals.).
 LJ0352
 LJ0352.The modeled gravity was interpolated from observed gravity values.
 LJ0352
 LJ0352;                    North         East     Units Scale Factor Converg.
 LJ0352;SPC NE       -   121,678.059   487,747.262   MT  0.99970889   -0 05 47.2
 LJ0352;UTM  14      - 4,531,526.358   403,556.173   MT  0.99971448   -0 45 01.9
 LJ0352
 LJ0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0352!SPC NE       -   0.99988132  x   0.99970889  =   0.99959025
 LJ0352!UTM  14      -   0.99988132  x   0.99971448  =   0.99959584
 LJ0352
 LJ0352:                Primary Azimuth Mark                     Grid Az
 LJ0352:SPC NE       -  GOTHPORT                                 218 38 57.2
 LJ0352:UTM  14      -  GOTHPORT                                 219 18 11.9
 LJ0352
 LJ0352|---------------------------------------------------------------------|
 LJ0352| PID    Reference Object                     Distance      Geod. Az  |
 LJ0352|                                                           dddmmss.s |
 LJ0352| LJ0351 GOTHPORT                            APPROX. 0.7 KM 2183310.0 |
 LJ0352|---------------------------------------------------------------------|
 LJ0352
 LJ0352                          SUPERSEDED SURVEY CONTROL
 LJ0352
 LJ0352  ELLIP H (09/18/97)  756.70   (m)                       GP(       ) 4 2
 LJ0352  NAD 83(1995)-  40 55 45.02484(N)    100 08 43.86523(W) AD(       ) 3
 LJ0352  ELLIP H (08/18/97)  756.68   (m)                       GP(       ) 4 1
 LJ0352  NAD 83(1986)-  40 55 45.03142(N)    100 08 43.86947(W) AD(       ) 3
 LJ0352  NGVD 29 (02/14/92)  779.423  (m)         2557.16   (f) ADJUSTED    1 2
 LJ0352
 LJ0352.Superseded values are not recommended for survey control.
 LJ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0352.See file dsdata.txt to determine how the superseded data were derived.
 LJ0352
 LJ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0355631526(NAD 83)
 LJ0352_MARKER: DZ = AZIMUTH MARK DISK
 LJ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0352_SP_SET: CONCRETE POST
 LJ0352_STAMPING: GOTHPORT 1986
 LJ0352_MARK LOGO: NGS   
 LJ0352_PROJECTION: FLUSH
 LJ0352_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LJ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0352+STABILITY: SURFACE MOTION
 LJ0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0352+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1997
 LJ0352
 LJ0352  HISTORY     - Date     Condition        Report By
 LJ0352  HISTORY     - 1986     MONUMENTED       NGS
 LJ0352  HISTORY     - 19890417 GOOD             NGS
 LJ0352  HISTORY     - 19950802 GOOD             NGS
 LJ0352  HISTORY     - 19970730 GOOD             NGS
 LJ0352
 LJ0352                          STATION DESCRIPTION
 LJ0352
 LJ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0352'IN GOTHENBURG.
 LJ0352'IN GOTHENBURG, AT THE MUNICIPAL AIRPORT (QUINN FIELD), AT THE EXTREME
 LJ0352'NORTHWEST CORNER OF THE MAIN NORTHEAST-SOUTHWEST CONCRETE RUNWAY,
 LJ0352'BETWEEN TWO WITNESS POSTS, 16.2 METERS (53 FT) NORTHWEST OF THE
 LJ0352'EXTENDED CENTER OF THE MAIN CONCRETE RUNWAY, 5.5 METERS (18 FT)
 LJ0352'NORTHWEST AND IN-LINE WITH THE MOST NORTHWEST 1 OF 6 END RUNWAY LITES
 LJ0352'AND 9.1 METERS (29.7 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 LJ0352'THE CONCRETE RUNWAY.
 LJ0352'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LJ0352'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 LJ0352
 LJ0352                          STATION RECOVERY (1989)
 LJ0352
 LJ0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0352'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) EAST-SOUTHEAST OF
 LJ0352'GOTHENBURG, AT THE GOTHENBURG MUNICIPAL AIRPORT.
 LJ0352'OWNERSHIP--GOTHENBURG AIRPORT AUTHORITY, 1018 D, GOTHENBURG, NE 69138.
 LJ0352'AIRPORT MANAGER IS ROGER PEDEN, TELEPHONE IS 308-537-3034.
 LJ0352'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 30 AND STATE
 LJ0352'ROUTE 47, IN GOTHENBURG, GO 0.80 KM (0.50 MI) EAST ALONG STATE ROUTE
 LJ0352'30 TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 LJ0352'ALONG THE ASPHALT ROAD TO A GREEN GATE ON THE RIGHT AT THE NORTHWEST
 LJ0352'CORNER OF THE AIRPORT OFFICE BUILDING COMPOUND.  TURN RIGHT AND PASS
 LJ0352'THROUGH THE GATE, THEN GO EAST BETWEEN TWO NORTHERN HANGARS, THEN
 LJ0352'SOUTHEAST FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF RUNWAY 03-21 AND A
 LJ0352'TAXIWAY APPROACH.  TURN LEFT AND GO NORTHEAST, KEEPING ON THE GRASS,
 LJ0352'ALONG THE NORTHWEST EDGE OF THE RUNWAY FOR 0.81 KM (0.50 MI) TO THE
 LJ0352'NORTH CORNER OF RUNWAY END 21 AND THE STATION BETWEEN TWO WITNESS
 LJ0352'POSTS.
 LJ0352'THE STATION MARK IS SET 16.2 M (53.1 FT) NORTHWEST OF THE EXTENDED
 LJ0352'CENTERLINE OF THE RUNWAY, 9.1 M (29.9 FT) NORTH-NORTHWEST OF THE
 LJ0352'NORTHWEST CORNER OR THE RUNWAY, 5.5 M (18.0 FT) NORTHWEST AND IN-LINE
 LJ0352'WITH THE MOST NORTHWEST 1 OF 6 RUNWAY END LIGHTS AND FLUSH WITH THE
 LJ0352'SURFACE.
 LJ0352'DESCRIBED BY G.F.SMITH.
 LJ0352
 LJ0352                          STATION RECOVERY (1995)
 LJ0352
 LJ0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0352'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF WILLOW
 LJ0352'ISLAND, 0.5 MI (0.8 KM) EAST-SOUTHEAST OF GOTHENBURG, AT THE
 LJ0352'GOTHENBURG/QUINN FIELD AND NEAR THE APPROACH END OF RUNWAY 14 AND IN
 LJ0352'LINE WITH THE THRESHOLD LIGHTS.  OWNERSHIP--GOTHENBURG AIRPORT
 LJ0352'AUTHORITY, PO BOX 482, GOTHENBURG NE 69138.  AIRPORT MANAGER IS ROGER
 LJ0352'PEDEN, PHONE (308) 537-3034.  TO REACH THE STATION FROM THE JUNCTION
 LJ0352'OF US HIGHWAY 30 AND STATE HIGHWAY 47 (STATE HIGHWAY PASSES OVER US
 LJ0352'HIGHWAY) IN GOTHENBURG, GO EASTERLY ON US HIGHWAY 30 FOR 0.35 MI (0.56
 LJ0352'KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON AVENUE L FOR 0.3
 LJ0352'MI (0.5 KM) TO AN INTERSECTION, TURN RIGHT AND GO SOUTHEAST ON THE
 LJ0352'AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH
 LJ0352'GATE TURN RIGHT AND GO SOUTHWEST FOLLOWING THE GRAVEL ROAD FOR 0.05 MI
 LJ0352'(0.08 KM) TO A TAXIWAY LEFT, TURN LEFT AND GO SOUTHEAST ON THE TAXIWAY
 LJ0352'FOR 100 FT (30.5 M) TO A TAXIWAY, TURN RIGHT AND GO SOUTHWEST ON THE
 LJ0352'TAXIWAY FOR 0.05 MI (0.08 KM) TO A CONNECTOR TAXIWAY LEFT, TURN LEFT
 LJ0352'AND GO SOUTHEAST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 LJ0352'RUNWAY, TURN LEFT AND GO NORTHEAST ON THE RUNWAY FOR 0.4 MI (0.6 KM)
 LJ0352'TO THE RUNWAY END AND THE STATION ON THE LEFT.  THE STATION IS 52.8 FT
 LJ0352'(16.1 M) NORTHWEST OF THE EXTENDED RUNWAY CENTER, 29.4 FT (9.0 M)
 LJ0352'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE RUNWAY PAVEMENT, 17.8
 LJ0352'FT (5.4 M) NORTHWEST OF THE MOST NORTHWEST ONE OF SIX THRESHOLD
 LJ0352'LIGHTS, 1.1 FT (0.3 M) WEST OF A WITNESS POST AND 1.0 FT (0.3 M) EAST
 LJ0352'OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 LJ0352
 LJ0352                          STATION RECOVERY (1997)
 LJ0352
 LJ0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0352'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1408 ***********************************************************************
 LF1408  DESIGNATION -  GOWART RESET
 LF1408  PID         -  LF1408
 LF1408  STATE/COUNTY-  NE/OTOE
 LF1408  USGS QUAD   -  JULIAN (1984)
 LF1408
 LF1408                         *CURRENT SURVEY CONTROL
 LF1408  ___________________________________________________________________
 LF1408* NAD 83(1995)-  40 36 26.94642(N)    095 48 31.87336(W)     ADJUSTED  
 LF1408* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 LF1408  ___________________________________________________________________
 LF1408  LAPLACE CORR-          -8.04  (seconds)                    DEFLEC99
 LF1408  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LF1408
 LF1408  HORZ ORDER  -  FIRST
 LF1408
 LF1408.The horizontal coordinates were established by classical geodetic methods
 LF1408.and adjusted by the National Geodetic Survey in August 1997..
 LF1408
 LF1408.The orthometric height was scaled from a topographic map.
 LF1408
 LF1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1408
 LF1408.The geoid height was determined by GEOID03.
 LF1408
 LF1408;                    North         East     Units Scale Factor Converg.
 LF1408;SPC NE       -    94,547.413   854,489.704   MT  0.99978046   +2 46 38.9
 LF1408;SPC IA S     -    70,053.689   304,618.972   MT  1.00000163   -1 31 15.0
 LF1408;UTM  15      - 4,498,978.651   262,360.551   MT  1.00029517   -1 49 44.6
 LF1408
 LF1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1408!SPC NE       -   0.99994940  x   0.99978046  =   0.99972987
 LF1408!SPC IA S     -   0.99994940  x   1.00000163  =   0.99995103
 LF1408!UTM  15      -   0.99994940  x   1.00029517  =   1.00024456
 LF1408
 LF1408|---------------------------------------------------------------------|
 LF1408| PID    Reference Object                     Distance      Geod. Az  |
 LF1408|                                                           dddmmss.s |
 LF1408| CL6570 GOWART RM 1                                        03211     |
 LF1408| LF1399 SIDNEY MUNICIPAL TANK               APPROX.20.3 KM 0400822.1 |
 LF1408| LF1410 GOWART RM 4                         356.074 METERS 04042     |
 LF1408| LF1367 PERU MUNICIPAL TANK                 APPROX.16.0 KM 1564843.7 |
 LF1408| CL6571 GOWART RM 2                                        18926     |
 LF1408| LF1393 JOHNSON MUNICIPAL TANK              APPROX.26.8 KM 2163432.1 |
 LF1408| LF1414 PAUL ST JOSEPHS CATH CH SPIRE       APPROX.11.1 KM 2542900.3 |
 LF1408| LF1411 GOWART AZ MK                        APPROX. 1.2 KM 2590012.1 |
 LF1408| LF1404 NEBRASKA CITY WILSON PACK TANK      APPROX. 8.4 KM 3203937.0 |
 LF1408| LF1406 NEBRASKA CITY M GREGSON TANK        APPROX. 8.2 KM 3235205.8 |
 LF1408| LF1403 NEBRASKA CITY MUNICIPAL TANK        APPROX. 9.0 KM 3270901.5 |
 LF1408| CL6572 GOWART RM 3                                        34320     |
 LF1408|---------------------------------------------------------------------|
 LF1408
 LF1408                          SUPERSEDED SURVEY CONTROL
 LF1408
 LF1408  NAD 83(1986)-  40 36 26.95299(N)    095 48 31.86874(W) AD(       ) 1
 LF1408  NAD 27      -  40 36 26.95700(N)    095 48 30.86600(W) AD(       ) 1
 LF1408
 LF1408.Superseded values are not recommended for survey control.
 LF1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1408.See file dsdata.txt to determine how the superseded data were derived.
 LF1408
 LF1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6236198979(NAD 83)
 LF1408_MARKER: DS = TRIANGULATION STATION DISK
 LF1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1408_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LF1408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LF1408
 LF1408  HISTORY     - Date     Condition        Report By
 LF1408  HISTORY     - 1934     MONUMENTED       CGS
 LF1408  HISTORY     - 1947     GOOD             CGS
 LF1408  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LF1408
 LF1408                          STATION DESCRIPTION
 LF1408
 LF1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1408'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF NEBRASKA CITY AND
 LF1408'ABOUT 17 MILES NORTH OF AUBURN, IN THE NORTHWEST QUARTER OF SEC.
 LF1408'2, T. 7 N., R. 14 E., ON A CULTIVATED HILL ABOUT 2 MILES WEST OF
 LF1408'THE MISSOURI RIVER, ON THE HIGHEST POINT IN THE VICINITY, IN A
 LF1408'CORN FIELD 200 YARDS NORTH OF A FENCE CORNER AND SET 12 INCHES
 LF1408'BELOW THE SURFACE.  SURFACE AND UNDERGROUND MARKS ARE SET AS
 LF1408'DESCRIBED.
 LF1408'
 LF1408'TO REACH FROM AUBURN, GO NORTH ON U.S. HIGHWAY 75 FOR 14.75
 LF1408'MILES, THEN EAST ON GRAVEL ROAD 2 MILES, NORTH ON GRAVEL ROAD
 LF1408'0.75 MILE, EAST 0.55 MILE TO GATE, PASS THROUGH GATE AND FOLLOW
 LF1408'FIELD ROAD ABOUT 0.3 MILE NORTH TO TOP OF HILL AND STATION.
 LF1408'
 LF1408'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION 175 YARDS,
 LF1408'ON NORTH EDGE OF A CULTIVATED FIELD AND PROJECTS 2 INCHES ABOVE
 LF1408'SURFACE.
 LF1408'
 LF1408'REFERENCE MARK NO. 2 IS NORTH OF STATION 190 YARDS IN
 LF1408'FENCE CORNER.
 LF1408'
 LF1408'MARKS COULD NOT BE MEASURED CLOSER AS IT WAS NECESSARY TO TAPE
 LF1408'OVER CORN FIELD AND ON A SLOPE.
 LF1408'
 LF1408'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHWEST OF
 LF1408'STATION ON EAST SIDE OF NORTH-AND-SOUTH ROAD AND ALONG
 LF1408'NORTH-AND-SOUTH FENCE LINE.
 LF1408'
 LF1408'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 LF1408
 LF1408                          STATION RECOVERY (1947)
 LF1408
 LF1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1408'THE STATION WAS RECOVERED SUBSTANTIALLY AS DESCRIBED AND ALL MARKS
 LF1408'FOUND IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS WERE NOT
 LF1408'CHECKED DUE TO PRESENT GROWTH OF CORN IN FIELD.  DISTANCE TO
 LF1408'AZIMUTH MARK CHANGED TO CONFORM MORE CLOSELY TO ACTUAL MILEAGE.
 LF1408'
 LF1408'THE STATION IS LOCATED ABOUT 16 MILES NORTH AND 3 MILES EAST OF
 LF1408'AUBURN AND 4-1/2 MILES SOUTH AND 3 MILES EAST OF NEBRASKA CITY
 LF1408'NEAR THE HIGHEST POINT OF A CULTIVATED HILL AND ABOUT 200 YARDS
 LF1408'NORTH OF A FENCE CORNER.  THE MARK IS SET ABOUT 12 INCHES BELOW
 LF1408'THE SURFACE OF THE GROUND AND IS STAMPED GOWART 1934.
 LF1408'
 LF1408'REFERENCE MARK NO. 1 IS ABOUT 175 YARDS (NOT CHECKED) NORTHEAST OF
 LF1408'THE STATION IN CULTIVATED AREA OF THE FIELD.  THE MARK PROJECTS
 LF1408'ABOUT 3 INCHES AND THE DISK IS STAMPED GOWART NO 1 1934.
 LF1408'
 LF1408'REFERENCE MARK NO. 2 IS ABOUT 190 YARDS (NOT CHECKED) SOUTH OF
 LF1408'THE STATION AT A FENCE CORNER.  THE MARK PROJECTS ABOUT 2 INCHES
 LF1408'AND THE DISK IS STAMPED GOWART NO 2 1934.
 LF1408'
 LF1408'THE AZIMUTH MARK IS ABOUT 0.8 MILE WEST OF THE STATION ON EAST
 LF1408'SIDE OF A NORTH-SOUTH ROAD, ABOUT 10 FEET NORTH OF NORTH GATE POST
 LF1408'OF A WIRE GATE AND 1 FOOT EAST OF FENCELINE.  THE MARK IS FLUSH
 LF1408'WITH THE GROUND AND THE DISK IS STAMPED GOWART 1934.
 LF1408'
 LF1408'TO REACH THE STATION FROM THE RAILROAD OVERPASS JUST NORTH OF
 LF1408'AUBURN GO NORTH ON U.S. HIGHWAYS 73 AND 75 FOR 14.55 MILES TO
 LF1408'CROSSROADS AND SIGN READING LURTON 9 PAUL 2.  TURN RIGHT HERE ON
 LF1408'GRAVELED ROAD AND GO EAST FOR 2.0 MILES TO CROSSROAD, TURN LEFT
 LF1408'HERE AND GO 0.5 MILE NORTH TO T ROAD RIGHT, TURN RIGHT AND GO
 LF1408'0.55 MILE EAST TO FIELD ROAD ON LEFT AT GATE, TURN LEFT AND GO
 LF1408'0.35 MILE NORTH ALONG FENCE AND BETWEEN FIELDS THEN LEAVE FIELD
 LF1408'ROAD AND BEAR RIGHT FOR 75 YARDS ACROSS CULTIVATED FIELD TO
 LF1408'STATION AS DESCRIBED.
 LF1408'
 LF1408'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LF1408
 LF1408                          STATION RECOVERY (1976)
 LF1408
 LF1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LF1408'THE AZIMUTH MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 LF1408'GOOD CONDITION.  THE PROPERTY OWNER THIS DATE STATED THAT THE
 LF1408'PREVIOUS PROPERTY OWNER HAD HIT THE STATION MARK WITH FARM
 LF1408'MACHINERY AND HAD REMOVED THE STATION MARKS FROM THE AREA.
 LF1408'REFERENCE MARK 1 WAS NOT FOUND.  NEW STATION MARKS WERE SET IN THE
 LF1408'ORIGINAL LOCATION BY THE DISTANCE AND DIRECTION METHOD.
 LF1408'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 LF1408'
 LF1408'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LF1408'
 LF1408'THE STATION IS LOCATED ABOUT 16 MILES NORTH AND 3 MILES EAST OF
 LF1408'AUBURN AND 4.5 MILES SOUTH AND 3 MILES EAST OF NEBRASKA CITY, NEAR
 LF1408'THE HIGHEST POINT IN A FIELD UNDER-CULTIVATION, IN THE NORTHEAST
 LF1408'QUARTER OF SECTION 2, T 7 N, R 14 E, OWNED BY MR. TIMOTHY CROOK,
 LF1408'NEBRASKA CITY, NEBRASKA.
 LF1408'
 LF1408'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 75 AND 73 AND
 LF1408'STATE HIGHWAY 2 IN NEBRASKA CITY, GO SOUTH ON HIGHWAYS 75 AND 73
 LF1408'FOR 5.4 MILES TO A CROSSROAD AND SIGN LORTON 9, TURN LEFT AND GO
 LF1408'EAST ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD, TURN LEFT
 LF1408'AND GO NORTH ON A GRAVELED ROAD FOR 0.45 MILE TO A SIDE ROAD ON
 LF1408'THE RIGHT, CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.15 MILE
 LF1408'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH ON THE
 LF1408'GRAVELED ROAD FOR 0.35 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 LF1408'RIGHT AND GO EASTERLY ON A GRAVELED AND DIRT ROAD FOR 0.8 MILE
 LF1408'TO A GATE ON RIGHT AT ENTRANCE INTO FIELD AND REFERENCE MARK
 LF1408'3 EAST OF THE GATE, TURN RIGHT, PASS THROUGH THE GATE AND GO
 LF1408'SOUTHERLY ACROSS FIELD FOR ABOUT 0.2 MILE TO THE STATION.
 LF1408'
 LF1408'THE STATION MARKS ARE STANDARD DISKS STAMPED GOWART 1934 1976.  THE
 LF1408'SURFACE DISK IS SET IN THE TOP OF A 20 INCH ROUND CONCRETE POST THAT
 LF1408'IS 34 INCHES BELOW THE GROUND SURFACE.  IT IS NEAR THE HIGHEST
 LF1408'POINT IN THE FIELD UNDER-CULTIVATION AND TERRACED.  THE UNDERGROUND
 LF1408'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW THE
 LF1408'GROUND SURFACE.  NOTE--A 3/4 INCH REBAR WAS PLACED IN THE
 LF1408'CONCRETE OF THE SURFACE STATION MARK.
 LF1408'
 LF1408'REFERENCE MARK 3 IS AN ALUMINUM MARK STAMPED GOWART 1934 NO 3
 LF1408'1976.  IT IS A 4 INCH CAST ALUMINUM REFERENCE MARK THAT PROJECTS 4
 LF1408'INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET SOUTH OF THE CENTER
 LF1408'OF THE DIRT ROAD, 1 FOOT SOUTH OF A FENCE AND 1 FOOT WEST OF A
 LF1408'METAL WITNESS POST.
 LF1408'
 LF1408'REFERENCE MARK 4 IS A 4 INCH CAST ALUMINUM REFERENCE MARK STAMPED,
 LF1408'GOWART 1934 NO 4 1976, AND PROJECTS 4 INCHES ABOVE THE GROUND
 LF1408'SURFACE.  IT IS AT THE EAST EDGE OF THE FIELD AND AT A TIMBERLINE,
 LF1408'8 FEET WEST OF A FENCELINE AND 1 FOOT SOUTH OF A METAL WITNESS
 LF1408'POST.
 LF1408'
 LF1408'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GOWART 1934, SET IN THE
 LF1408'TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 2 INCHES BELOW THE
 LF1408'GROUND SURFACE.  IT IS 20 FEET EAST OF THE CENTER OF A GRAVELED
 LF1408'ROAD, 3 FEET NORTH-NORTHWEST OF A POWER POLE AND 1 FOOT SOUTH OF A
 LF1408'METAL WITNESS POST.
 LF1408'
 LF1408'NOTE--A 3/4 INCH REBAR 3 FEET LONG WAS DRIVEN INTO THE GROUND
 LF1408'BESIDE THE MARK.
 LF1408'
 LF1408'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MI. S AND
 LF1408'3 MI. E OF NEBRASKA CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0404 ***********************************************************************
 MN0404  DESIGNATION -  GRAFF
 MN0404  PID         -  MN0404
 MN0404  STATE/COUNTY-  NE/GARDEN
 MN0404  USGS QUAD   -  MC CARTY LAKE (1986)
 MN0404
 MN0404                         *CURRENT SURVEY CONTROL
 MN0404  ___________________________________________________________________
 MN0404* NAD 83(1995)-  41 53 43.01700(N)    102 08 23.45535(W)     ADJUSTED  
 MN0404* NAVD 88     -      1256.     (meters)    4121.     (feet)  SCALED    
 MN0404  ___________________________________________________________________
 MN0404  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MN0404  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 MN0404
 MN0404  HORZ ORDER  -  SECOND
 MN0404
 MN0404.The horizontal coordinates were established by classical geodetic methods
 MN0404.and adjusted by the National Geodetic Survey in August 1997..
 MN0404
 MN0404.The orthometric height was scaled from a topographic map.
 MN0404
 MN0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0404
 MN0404.The geoid height was determined by GEOID03.
 MN0404
 MN0404;                    North         East     Units Scale Factor Converg.
 MN0404;SPC NE       -   231,127.128   322,496.189   MT  0.99968164   -1 25 05.1
 MN0404;UTM  13      - 4,642,106.046   737,269.715   MT  1.00029280   +1 54 38.9
 MN0404
 MN0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0404!SPC NE       -   0.99980615  x   0.99968164  =   0.99948785
 MN0404!UTM  13      -   0.99980615  x   1.00029280  =   1.00009889
 MN0404
 MN0404|---------------------------------------------------------------------|
 MN0404| PID    Reference Object                     Distance      Geod. Az  |
 MN0404|                                                           dddmmss.s |
 MN0404| CP8121 GRAFF RM 1                           24.817 METERS 13104     |
 MN0404| CP8122 GRAFF RM 2                           19.171 METERS 22758     |
 MN0404| CP8120 S 11 S 14                                          2434737.3 |
 MN0404|---------------------------------------------------------------------|
 MN0404
 MN0404                          SUPERSEDED SURVEY CONTROL
 MN0404
 MN0404  NAD 83(1986)-  41 53 43.01584(N)    102 08 23.45859(W) AD(       ) 2
 MN0404  NAD 27      -  41 53 43.08300(N)    102 08 21.78000(W) AD(       ) 2
 MN0404
 MN0404.Superseded values are not recommended for survey control.
 MN0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0404.See file dsdata.txt to determine how the superseded data were derived.
 MN0404
 MN0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3727042106(NAD 83)
 MN0404_MARKER: DS = TRIANGULATION STATION DISK
 MN0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0404
 MN0404  HISTORY     - Date     Condition        Report By
 MN0404  HISTORY     - 1946     MONUMENTED       CGS
 MN0404
 MN0404                          STATION DESCRIPTION
 MN0404
 MN0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0404'LOCATED ABOUT 9 MILES SOUTH BY WEST OF BINGHAM AND 95 FEET
 MN0404'WEST OF A WIRE FENCE ON THE HIGHEST POINT OF A PROMINENT SAND
 MN0404'HILL.  IT IS STAMPED GRAFF 1946 AND PROJECTS 4 INCHES.
 MN0404'
 MN0404'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE WIRE FENCE AND
 MN0404'ABOUT 4 FEET LOWER THAN THE STATION.  IT IS STAMPED GRAFF
 MN0404'NO 1 1946 AND PROJECTS 6 INCHES.
 MN0404'
 MN0404'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE SAND
 MN0404'HILL AND IS ABOUT 8 FEET LOWER THAN THE STATION.  IT IS STAMPED
 MN0404'GRAFF NO 2 1946 AND PROJECTS 6 INCHES.
 MN0404'
 MN0404'THE AZIMUTH MARK IS AT THE SOUTH EDGE OF A MEADOW, 2 FEET
 MN0404'NORTHWEST OF A FENCE CORNER AND 2 FEET NORTH OF A WHITE
 MN0404'REFERENCE POST.  IT IS A STANDARD U.S. GENERAL LAND OFFICE
 MN0404'SURVEY DISK BOLTED TO THE TOP OF A 1-INCH IRON PIPE THAT PROJECTS
 MN0404'8 INCHES.  IT IS STAMPED S 11-1/4 S 14 1912.
 MN0404'
 MN0404'TO REACH THE STATION FROM BINGHAM, GO WEST ON STATE HIGHWAY
 MN0404'NO. 2 FOR 0.5 MILE.  THEN LEFT, SOUTH, ON A TRACK ROAD FOR
 MN0404'0.75 MILE TO A FORK.  THEN LEFT FORK FOR 0.65 MILE TO A FORK.
 MN0404'THEN RIGHT FORK FOR 1.55 MILES TO A FORK.  THEN RIGHT FORK
 MN0404'WEST AND SOUTH FOR 2.55 MILES TO A SIDE ROAD ON THE LEFT.
 MN0404'CONTINUE SOUTH ON THE MAIN TRAVELED ROAD 3.25 MILES TO A FORK.
 MN0404'THEN LEFT FORK, SOUTHERLY, FOR 1.2 MILES TO A FORK.  THEN RIGHT
 MN0404'FORK FOR 2.0 MILES TO A FORK (WINDMILL ABOUT 100 YARDS ON THE
 MN0404'RIGHT AND A RANCH HOUSE ABOUT 1/2 MILE ON THE RIGHT).* THEN
 MN0404'LEAVE THE TRACK ROAD AND TURN LEFT, EAST, FOR 0.5 MILE TO
 MN0404'THE HIGHEST POINT OF THE SAND HILL AND THE STATION.
 MN0404'
 MN0404'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TAKE THE LEFT FORK
 MN0404'(SOUTHERLY) FOR 0.6 MILE TO A GATE ON THE RIGHT.  THEN RIGHT,
 MN0404'WESTERLY, THROUGH GATE FOR 0.35 MILE TO A FENCE CORNER AT
 MN0404'THE SOUTH EDGE OF THE MEADOW AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0939 ***********************************************************************
 LG0939  DESIGNATION -  GRAFTON
 LG0939  PID         -  LG0939
 LG0939  STATE/COUNTY-  NE/FILLMORE
 LG0939  USGS QUAD   -  GRAFTON (1969)
 LG0939
 LG0939                         *CURRENT SURVEY CONTROL
 LG0939  ___________________________________________________________________
 LG0939* NAD 83(1995)-  40 37 37.07438(N)    097 43 40.80369(W)     ADJUSTED  
 LG0939* NAVD 88     -       523.008  (meters)    1715.90   (feet)  ADJUSTED  
 LG0939  ___________________________________________________________________
 LG0939  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 LG0939  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 LG0939  DYNAMIC HT  -         522.722 (meters)    1714.96  (feet)  COMP
 LG0939  MODELED GRAV-     980,061.1   (mgal)                       NAVD 88
 LG0939
 LG0939  HORZ ORDER  -  SECOND
 LG0939  VERT ORDER  -  FIRST     CLASS II
 LG0939
 LG0939.The horizontal coordinates were established by classical geodetic methods
 LG0939.and adjusted by the National Geodetic Survey in August 1997..
 LG0939
 LG0939.The orthometric height was determined by differential leveling
 LG0939.and adjusted by the National Geodetic Survey in May 1993..
 LG0939
 LG0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0939
 LG0939.The geoid height was determined by GEOID03.
 LG0939
 LG0939.The dynamic height is computed by dividing the NAVD 88
 LG0939.geopotential number by the normal gravity value computed on the
 LG0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0939.degrees latitude (g = 980.6199 gals.).
 LG0939
 LG0939.The modeled gravity was interpolated from observed gravity values.
 LG0939
 LG0939;                    North         East     Units Scale Factor Converg.
 LG0939;SPC NE       -    90,641.373   692,163.388   MT  0.99977525   +1 30 20.3
 LG0939;UTM  14      - 4,498,125.618   607,579.280   MT  0.99974245   +0 49 41.9
 LG0939
 LG0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0939!SPC NE       -   0.99992209  x   0.99977525  =   0.99969736
 LG0939!UTM  14      -   0.99992209  x   0.99974245  =   0.99966456
 LG0939
 LG0939|---------------------------------------------------------------------|
 LG0939| PID    Reference Object                     Distance      Geod. Az  |
 LG0939|                                                           dddmmss.s |
 LG0939| LG1355 GRAFTON RM 1                         32.129 METERS 06619     |
 LG0939| LG0940 GRAFTON ST HELENAS CH BELFRY        APPROX. 1.0 KM 0905216.7 |
 LG0939| LG1268 GRAFTON AZ MK 2                                    0971148.8 |
 LG0939| CN8641 GRAFTON AZ MK                                      1175608.1 |
 LG0939| LG0933 GENEVA STATE TRAINING SCH TANK      APPROX.14.0 KM 1354805.8 |
 LG0939| LG0934 GENEVA FILLMORE CO CH BELFRY        APPROX.15.5 KM 1364649.0 |
 LG0939| LG0935 GENEVA MUNICIPAL STANDPIPE          APPROX.15.2 KM 1371956.5 |
 LG0939| LG0936 GENEVA ST JOSEPH CH STEEPLE         APPROX.15.7 KM 1373057.8 |
 LG0939| LG0943 SUTTON MUNICIPAL STANDPIPE          APPROX.11.5 KM 2545458.9 |
 LG0939| LG0944 SUTTON IMM CONCEPT CATH CH          APPROX.11.4 KM 2565737.7 |
 LG0939| LG1356 GRAFTON RM 2                         63.024 METERS 35417     |
 LG0939|---------------------------------------------------------------------|
 LG0939
 LG0939                          SUPERSEDED SURVEY CONTROL
 LG0939
 LG0939  NAD 83(1986)-  40 37 37.08156(N)    097 43 40.80516(W) AD(       ) 2
 LG0939  NAD 27      -  40 37 37.05800(N)    097 43 39.62600(W) AD(       ) 2
 LG0939
 LG0939.Superseded values are not recommended for survey control.
 LG0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0939.See file dsdata.txt to determine how the superseded data were derived.
 LG0939
 LG0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0757998126(NAD 83)
 LG0939_MARKER: DS = TRIANGULATION STATION DISK
 LG0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0939_SP_SET: CONCRETE POST
 LG0939_STAMPING: GRAFTON 1950
 LG0939_MARK LOGO: CGS   
 LG0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0939+STABILITY: SURFACE MOTION
 LG0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0939+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1991
 LG0939
 LG0939  HISTORY     - Date     Condition        Report By
 LG0939  HISTORY     - 1950     MONUMENTED       CGS
 LG0939  HISTORY     - 1950     GOOD             CGS
 LG0939  HISTORY     - 1963     GOOD             CGS
 LG0939  HISTORY     - 1966     GOOD             CGS
 LG0939  HISTORY     - 19911006 GOOD             NGS
 LG0939
 LG0939                          STATION DESCRIPTION
 LG0939
 LG0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0939'THE STATION IS LOCATED ABOUT 3/4 MILE WEST OF THE TOWN OF GRAFTON
 LG0939'AND IN MR. ALBERT E. ARPS FARM YARD.  IT IS 90 FEET NORTHEAST
 LG0939'OF THE NORTHEAST CORNER OF MR. ARPS HOUSE, 46.6 FEET SOUTH OF THE
 LG0939'SOUTHWEST CORNER OF A CORN CRIB AND 37.7 FEET NORTH-NORTHWEST OF
 LG0939'THE NORTHWEST CORNER OF A GARAGE.  THE MARK PROJECTS 2 INCHES
 LG0939'AND THE DISK IS STAMPED GRAFTON 1950.
 LG0939'
 LG0939'REFERENCE MARK NO. 1 IS 62 FEET EAST OF THE SOUTHEAST CORNER OF A
 LG0939'CORN CRIB, 18 FEET NORTH OF THE NORTH POST OF GATE AND 1 FOOT
 LG0939'WEST OF A LOT FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 LG0939'IS STAMPED GRAFTON NO 1 1950.
 LG0939'
 LG0939'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF FENCE AT THE NORTH SIDE
 LG0939'OF PLANTED GROVE OF TREES.  THE MARK PROJECTS 4 INCHES AND THE
 LG0939'DISK IS STAMPED GRAFTON NO 2 1950.
 LG0939'
 LG0939'AZIMUTH MARK IS 39.7 FEET NORTH OF THE CENTERLINE OF HIGHWAY 6,
 LG0939'2 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH OF THE
 LG0939'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG0939'STAMPED GRAFTON 1950.
 LG0939'
 LG0939'TO REACH FROM THE POST OFFICE IN GRAFTON, GO SOUTH 0.1 MILE
 LG0939'TO U.S. HIGHWAY 6, TURN RIGHT (WEST) ON HIGHWAY 6 FOR 0.65 MILE
 LG0939'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 6
 LG0939'0.1 MILE TO THE ENTRANCE TO MR. ARPS HOUSE ON THE RIGHT, TURN
 LG0939'RIGHT 0.05 MILE TO THE HOUSE AND THE STATION AS DESCRIBED.
 LG0939'
 LG0939'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0939
 LG0939                          STATION RECOVERY (1950)
 LG0939
 LG0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LG0939'RECOVERED IN GOOD CONDITION.
 LG0939
 LG0939                          STATION RECOVERY (1963)
 LG0939
 LG0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0939'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH WERE RECOVERED IN
 LG0939'GOOD CONDITION.
 LG0939'
 LG0939'FOLLOWING IS A CORRECTION TO THE ROUTE DESCRIPTION--
 LG0939'
 LG0939'THE DISTANCE TRAVELED ON US HIGHWAY 6 TO THE AZIMUTH MARK SHOULD
 LG0939'READ 0.1 MILE, AND THE DISTANCE TRAVELED FROM THE AZIMUTH MARK TO
 LG0939'THE ENTRANCE TO THE ARP RESIDENCE SHOULD READ 0.65 MILE.
 LG0939
 LG0939                          STATION RECOVERY (1966)
 LG0939
 LG0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG0939'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LG0939'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 LG0939'IN THE WAY OF ROAD CONSTRUCTION AND THE MARK WAS DESTROYED.  LINE
 LG0939'OF SIGHT TO THE MARK WAS OBSTRUCTED.
 LG0939'
 LG0939'A NEW AZIMUTH MARK WAS SET.
 LG0939'
 LG0939'FOLLOWING IS A NEW DESCRIPTION.
 LG0939'
 LG0939'TO REACH THE STATION FROM THE POST OFFICE IN GRAFTON, GO SOUTH
 LG0939'FOR 0.1 MILE TO U.S. HIGHWAY 6.  TURN RIGHT AND GO WEST ON U.S.
 LG0939'HIGHWAY 6 FOR 0.2 MILE TO AN ALLEY AND THE AZIMUTH MARK ON THE
 LG0939'RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 6 FOR 0.6 MILE TO A
 LG0939'DRIVEWAY ON THE RIGHT LEADING TO MR. ALBERT E. ARPS HOUSE.
 LG0939'TURN RIGHT AND GO NORTH ON THE DRIVEWAY FOR 0.05 MILE TO THE
 LG0939'SOUTH SIDE OF BARNYARD AND THE STATION.
 LG0939'
 LG0939'STATION MARK, A STANDARD DISK STAMPED GRAFTON 1950, IS SET
 LG0939'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LG0939'IT IS 90 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR. ARPS
 LG0939'HOUSE, 46.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A CORN CRIB, 18
 LG0939'FEET NORTH OF A FENCE AT THE SOUTH EDGE OF BARNYARD, AND 11 FEET
 LG0939'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A QUONSET SHED.
 LG0939'THE UNDERGROUND MARK WAS NOT INSPECTED.
 LG0939'
 LG0939'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRAFTON NO. 1 1950,
 LG0939'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 LG0939'WITH THE SURFACE OF THE GROUND.  IT IS 62 FEET EAST OF THE
 LG0939'SOUTHEAST CORNER OF A CORN CRIB, 17.5 FEET NORTH OF A WATER
 LG0939'FAUCET, AND 1 FOOT WEST OF A BOARD FENCE.
 LG0939'
 LG0939'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GRAFTON NO. 2 1950,
 LG0939'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 LG0939'INCHES.  IT IS 1 FOOT SOUTH OF A FENCE AT THE NORTH SIDE OF
 LG0939'A PLANTED GROVE OF TREES.
 LG0939'
 LG0939'AZIMUTH MARK, A STANDARD DISK STAMPED GRAFTON 1950 AZ.2 1966, IS
 LG0939'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 LG0939'IT IS 35.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6,
 LG0939'3 FEET NORTH OF A POWERLINE POLE, AND 1 FOOT WEST OF A METAL
 LG0939'WITNESS POST.
 LG0939'
 LG0939'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3/4 MILE
 LG0939'WEST OF GRAFTON.
 LG0939
 LG0939                          STATION RECOVERY (1991)
 LG0939
 LG0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0939'11.4 KM (7.10 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG0939'U.S. HIGHWAY 81 IN FAIRMONT, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG
 LG0939'A DRIVEWAY, 32.2 M (105.6 FT) WEST-SOUTHWEST OF REFERENCE MARK 1,
 LG0939'16.7 M (54.8 FT) SOUTHWEST OF A UTILITY LIGHT POLE, 16.0 M (52.5 FT)
 LG0939'WEST OF AND LEVEL WITH THE EXTENDED CENTER OF A DRIVEWAY, 12.4 M
 LG0939'(40.7 FT) WEST-NORTHWEST OF A FENCE CORNER, 5.6 M (18.4 FT) SOUTH OF
 LG0939'A FENCE, 3.4 M (11.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LG0939'QUONSET HUT, IN THE CENTER OF A DRIVEWAY, AND THE MONUMENT PROJECTS
 LG0939'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 LG0939'PROPERTY OWNED BY FRANK RICHARDS, ROUTE 1, BOX 61, GRAFTON, NE 68356,
 LG0939'TELEPHONE NUMBER (402) 282-7379.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1268 ***********************************************************************
 LG1268  DESIGNATION -  GRAFTON AZ MK 2
 LG1268  PID         -  LG1268
 LG1268  STATE/COUNTY-  NE/FILLMORE
 LG1268  USGS QUAD   -  GRAFTON (1969)
 LG1268
 LG1268                         *CURRENT SURVEY CONTROL
 LG1268  ___________________________________________________________________
 LG1268* NAD 83(1986)-  40 37 33.     (N)    097 43 02.     (W)     SCALED    
 LG1268* NAVD 88     -       515.814  (meters)    1692.30   (feet)  ADJUSTED  
 LG1268  ___________________________________________________________________
 LG1268  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 LG1268  DYNAMIC HT  -         515.531 (meters)    1691.37  (feet)  COMP
 LG1268  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 LG1268
 LG1268  VERT ORDER  -  FIRST     CLASS II
 LG1268
 LG1268.The horizontal coordinates were scaled from a topographic map and have
 LG1268.an estimated accuracy of +/- 6 seconds.
 LG1268
 LG1268.The orthometric height was determined by differential leveling
 LG1268.and adjusted by the National Geodetic Survey in May 1993..
 LG1268
 LG1268.The geoid height was determined by GEOID03.
 LG1268
 LG1268.The dynamic height is computed by dividing the NAVD 88
 LG1268.geopotential number by the normal gravity value computed on the
 LG1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1268.degrees latitude (g = 980.6199 gals.).
 LG1268
 LG1268.The modeled gravity was interpolated from observed gravity values.
 LG1268
 LG1268;                    North         East    Units  Estimated Accuracy
 LG1268;SPC NE       -    90,540.      693,080.      MT  (+/- 180 meters Scaled)
 LG1268
 LG1268                          SUPERSEDED SURVEY CONTROL
 LG1268
 LG1268.No superseded survey control is available for this station.
 LG1268
 LG1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK084980(NAD 83)
 LG1268_MARKER: DZ = AZIMUTH MARK DISK
 LG1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1268_SP_SET: CONCRETE POST
 LG1268_STAMPING: GRAFTON 1950 AZ.2 1966
 LG1268_MARK LOGO: CGS   
 LG1268_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1268+STABILITY: SURFACE MOTION
 LG1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1268+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1991
 LG1268
 LG1268  HISTORY     - Date     Condition        Report By
 LG1268  HISTORY     - 1966     MONUMENTED       CGS
 LG1268  HISTORY     - 19911007 GOOD             NGS
 LG1268
 LG1268                          STATION DESCRIPTION
 LG1268
 LG1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1268'10.4 KM (6.45 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG1268'U.S. HIGHWAY 81 IN FAIRMONT, 61.0 M (200.1 FT) WEST OF THE CENTER OF
 LG1268'THE MOST WESTERN STREET IN GRAFTON, 10.9 M (35.8 FT) NORTH OF AND
 LG1268'LEVEL WITH THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) NORTH OF A UTILITY
 LG1268'POLE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 LG1268'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0940 ***********************************************************************
 LG0940  DESIGNATION -  GRAFTON ST HELENAS CH BELFRY
 LG0940  PID         -  LG0940
 LG0940  STATE/COUNTY-  NE/FILLMORE
 LG0940  USGS QUAD   -  GRAFTON (1969)
 LG0940
 LG0940                         *CURRENT SURVEY CONTROL
 LG0940  ___________________________________________________________________
 LG0940* NAD 83(1995)-  40 37 36.58812(N)    097 42 59.02006(W)     ADJUSTED  
 LG0940* NAVD 88     -                                                        
 LG0940  ___________________________________________________________________
 LG0940  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 LG0940  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 LG0940
 LG0940  HORZ ORDER  -  THIRD
 LG0940
 LG0940.The horizontal coordinates were established by classical geodetic methods
 LG0940.and adjusted by the National Geodetic Survey in August 1997..
 LG0940
 LG0940
 LG0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0940
 LG0940.The geoid height was determined by GEOID03.
 LG0940
 LG0940;                    North         East     Units Scale Factor Converg.
 LG0940;SPC NE       -    90,652.245   693,145.228   MT  0.99977528   +1 30 48.0
 LG0940;UTM  14      - 4,498,124.882   608,561.148   MT  0.99974507   +0 50 09.2
 LG0940
 LG0940                          SUPERSEDED SURVEY CONTROL
 LG0940
 LG0940  NAD 83(1986)-  40 37 36.59521(N)    097 42 59.02171(W) AD(       ) 4
 LG0940  NAD 27      -  40 37 36.57200(N)    097 42 57.84000(W) AD(       ) 3
 LG0940
 LG0940.Superseded values are not recommended for survey control.
 LG0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0940.See file dsdata.txt to determine how the superseded data were derived.
 LG0940
 LG0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0856198125(NAD 83)
 LG0940_MARKER: 91 = CHURCH CROSS
 LG0940
 LG0940  HISTORY     - Date     Condition        Report By
 LG0940  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0940
 LG0940                          STATION DESCRIPTION
 LG0940
 LG0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0940'THE STATION IS LOCATED IN THE WEST PART OF THE TOWN OF GRAFTON.
 LG0940'IT IS A BRICK STRUCTURE FACING THE WEST WITH THE BELFRY IN THE
 LG0940'NORTHWEST CORNER OF THE BUILDING.  THE BELFRY IS
 LG0940'APPROXIMATELY 60 FEET HIGH.
 LG0940'
 LG0940'THE POINT INTERSECTED WAS THE CROSS AT THE TOP OF BELFRY.
 LG0940'
 LG0940'TO REACH FROM THE POST OFFICE IN GRAFTON, GO SOUTH 1 BLOCK,
 LG0940'TURN RIGHT (WEST) 2 BLOCKS AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1158 ***********************************************************************
 ML1158  DESIGNATION -  GRAHAM
 ML1158  PID         -  ML1158
 ML1158  STATE/COUNTY-  NE/CUSTER
 ML1158  USGS QUAD   -  BROKEN BOW SW (1951)
 ML1158
 ML1158                         *CURRENT SURVEY CONTROL
 ML1158  ___________________________________________________________________
 ML1158* NAD 83(1995)-  41 18 53.62648(N)    099 37 46.29177(W)     ADJUSTED  
 ML1158* NAVD 88     -       850.13   (+/-2cm)    2789.1    (feet)  VERTCON   
 ML1158  ___________________________________________________________________
 ML1158  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 ML1158  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 ML1158
 ML1158  HORZ ORDER  -  FIRST
 ML1158  VERT ORDER  -  THIRD ? (See Below)
 ML1158
 ML1158.The horizontal coordinates were established by classical geodetic methods
 ML1158.and adjusted by the National Geodetic Survey in August 1997..
 ML1158
 ML1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1158.The vertical order pertains to the NGVD 29 superseded value.
 ML1158
 ML1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1158
 ML1158.The geoid height was determined by GEOID03.
 ML1158
 ML1158;                    North         East     Units Scale Factor Converg.
 ML1158;SPC NE       -   164,557.520   531,010.607   MT  0.99966412   +0 14 43.8
 ML1158;UTM  14      - 4,573,905.601   447,308.583   MT  0.99963417   -0 24 56.2
 ML1158
 ML1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1158!SPC NE       -   0.99987025  x   0.99966412  =   0.99953442
 ML1158!UTM  14      -   0.99987025  x   0.99963417  =   0.99950447
 ML1158
 ML1158|---------------------------------------------------------------------|
 ML1158| PID    Reference Object                     Distance      Geod. Az  |
 ML1158|                                                           dddmmss.s |
 ML1158| ML1232 GRAHAM RM 2                         108.509 METERS 26904     |
 ML1158| ML1231 GRAHAM RM 1                         128.117 METERS 26911     |
 ML1158| ML1233 GRAHAM RM 3 AZIMUTH                                3113337.6 |
 ML1158|---------------------------------------------------------------------|
 ML1158
 ML1158                          SUPERSEDED SURVEY CONTROL
 ML1158
 ML1158  NAD 83(1986)-  41 18 53.63342(N)    099 37 46.29693(W) AD(       ) 1
 ML1158  NAD 27      -  41 18 53.60800(N)    099 37 44.89600(W) AD(       ) 1
 ML1158  NGVD 29 (07/19/86)  849.88   (m)         2788.3    (f) LEVELING    3  
 ML1158
 ML1158.Superseded values are not recommended for survey control.
 ML1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1158.See file dsdata.txt to determine how the superseded data were derived.
 ML1158
 ML1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4730973906(NAD 83)
 ML1158_MARKER: DS = TRIANGULATION STATION DISK
 ML1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1158_SP_SET: CONCRETE POST
 ML1158_STAMPING: GRAHAM 1933
 ML1158_MARK LOGO: CGS   
 ML1158_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1158+STABILITY: SURFACE MOTION
 ML1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1158+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1984
 ML1158
 ML1158  HISTORY     - Date     Condition        Report By
 ML1158  HISTORY     - 1933     MONUMENTED       CGS
 ML1158  HISTORY     - 1933     GOOD             CGS
 ML1158  HISTORY     - 19840620 GOOD             NGS
 ML1158
 ML1158                          STATION DESCRIPTION
 ML1158
 ML1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1158'ABOUT 7 MILES DUE SOUTH OF BROKEN BOW, IN NORTHEAST QUARTER SEC.
 ML1158'32, T. 16 N., R. 20 W., ON A HIGH SAND HILL IN PASTURE.
 ML1158'
 ML1158'REACHED FROM BROKEN BOW BY ROAD LEADING SOUTH FROM EAST SIDE
 ML1158'OF SQUARE, 2.0 MILES TO T-FORK, MAIN OCONTO ROAD TURNING WEST,
 ML1158'TURN EAST ON GRADED ROAD EAST AND SOUTH 2.3 MILES TO FORK WHERE
 ML1158'MAIN ROAD TURNS EAST.  KEEP RIGHT-HAND FORK, SOUTHWEST, 2.8
 ML1158'MILES TO TOP OF GRADE.  STATION IS 125 YARDS EAST OF THIS POINT,
 ML1158'ON HIGHEST POINT OF HILL.
 ML1158'
 ML1158'REFERENCE MARK NO. 1 IS IN WEST FENCE LINE OF ROAD, OPPOSITE STATION.
 ML1158'
 ML1158'REFERENCE MARK NO. 2 IS IN EAST FENCE LINE OF ROAD, AND ALMOST
 ML1158'IN LINE BETWEEN STATION AND REFERENCE MARK NO. 1.
 ML1158'
 ML1158'REFERENCE MARK NO. 3, AZIMUTH MARK, IS NORTHWEST OF STATION IN
 ML1158'SOUTHWEST FENCE LINE OF ROAD LEADING TO STATION, AND ABOUT 20
 ML1158'FEET FROM CENTERLINE OF ROAD.
 ML1158'
 ML1158'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.12 METERS.
 ML1158
 ML1158                          STATION RECOVERY (1933)
 ML1158
 ML1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 ML1158'RECOVERED IN GOOD CONDITION.
 ML1158
 ML1158                          STATION RECOVERY (1984)
 ML1158
 ML1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 ML1158'THE SURFACE STATION MARK AND THE THREE REFERENCE MARKS WERE RECOVERED
 ML1158'IN GOOD CONDITION.  REFERENCE MARK 3 SERVES AS THE AZIMUTH MARK.  THE
 ML1158'DIRECTIONS TO REFERENCE MARK 1 AND 2 AGREED WITH 1933 DATA.  THE 1933
 ML1158'DISTANCES WERE SLOPE MEASUREMENTS AND SINCE THE 1984 DISTANCES WERE
 ML1158'MEASURED ELECTRONICALLY, NO COMPARISON WAS MADE.   DUE TO ROAD
 ML1158'CHANGES, A NEW DESCRIPTION FOLLOWS.
 ML1158'THE STATION IS LOCATED ABOUT 11.27 KM (7.00 MI) SOUTH FROM BROKEN BOW,
 ML1158'IN THE NORTHEAST 1/4, SEC32, T16N, R20W, IN PASTURELAND AND ON
 ML1158'PROPERTY OWNED BY BERNARD J. GRIFFITH, SUMNER STAR ROUTE, BROKEN BOW,
 ML1158'NEBRASKA 68822.  TELEPHONE 308 872 2679.
 ML1158'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2, 92, 70 AND 21, AT THE
 ML1158'SOUTHEAST CORNER OF THE CITY SQUARE IN BROKEN BOW, GO SOUTH ON STATE
 ML1158'HIGHWAY 20 FOR 3.46 KM (2.15 MI) TO A PAVED COUNTY ROAD ON THE LEFT.
 ML1158'TURN LEFT AND GO SOUTHEAST ON THE PAVED ROAD FOR 3.22 KM (2.00 MI) TO
 ML1158'A GRADED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON THE
 ML1158'GRADED ROAD FOR 2.49 KM (1.55 MI) TO THREE HOUSES WHERE THE GRADED
 ML1158'ROAD BECOMES A BLADED TRACK ROAD.  CONTINUE SOUTH ON THE TRACK ROAD
 ML1158'FOR 1.85 KM (1.15 MI) TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE
 ML1158'SOUTH FOR 0.40 KM (0.25 MI) TO REFERENCE MARKS 1 AND 2 ON EITHER SIDE
 ML1158'OF THE ROAD AND JUST BEFORE REACHING THE CREST OF A HILL.  THE
 ML1158'STATION IS ON THE LEFT, ATOP THE HIGHEST POINT OF THE EAST ONE OF TWO
 ML1158'KNOLLS, ABOUT 122 M (400.3 FT) EAST FROM THE ROAD.
 ML1158'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 ML1158'ABOUT 7 CM ABOVE THE GROUND.  THERE WERE NO LOCAL OBJECTS TO
 ML1158'REFERENCE TO.  THE UNDERGROUND MARK WAS NOT INSPECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1788 ***********************************************************************
 NM1788  DESIGNATION -  GRAHAM
 NM1788  PID         -  NM1788
 NM1788  STATE/COUNTY-  NE/CEDAR
 NM1788  USGS QUAD   -  RANDOLPH NORTH (1971)
 NM1788
 NM1788                         *CURRENT SURVEY CONTROL
 NM1788  ___________________________________________________________________
 NM1788* NAD 83(1995)-  42 28 38.95760(N)    097 20 51.83055(W)     ADJUSTED  
 NM1788* NAVD 88     -       546.     (meters)    1791.     (feet)  SCALED    
 NM1788  ___________________________________________________________________
 NM1788  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 NM1788  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 NM1788
 NM1788  HORZ ORDER  -  FIRST
 NM1788
 NM1788.The horizontal coordinates were established by classical geodetic methods
 NM1788.and adjusted by the National Geodetic Survey in August 1997..
 NM1788
 NM1788.The orthometric height was scaled from a topographic map.
 NM1788
 NM1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1788
 NM1788.The geoid height was determined by GEOID03.
 NM1788
 NM1788;                    North         East     Units Scale Factor Converg.
 NM1788;SPC NE       -   296,927.036   718,014.841   MT  0.99980254   +1 45 27.5
 NM1788;UTM  14      - 4,704,115.993   635,810.957   MT  0.99982694   +1 06 57.4
 NM1788
 NM1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1788!SPC NE       -   0.99991832  x   0.99980254  =   0.99972088
 NM1788!UTM  14      -   0.99991832  x   0.99982694  =   0.99974528
 NM1788
 NM1788:                Primary Azimuth Mark                     Grid Az
 NM1788:SPC NE       -  HARTINGTON MUNICIPAL TANK                019 01 35.6
 NM1788:UTM  14      -  HARTINGTON MUNICIPAL TANK                019 40 05.7
 NM1788
 NM1788|---------------------------------------------------------------------|
 NM1788| PID    Reference Object                     Distance      Geod. Az  |
 NM1788|                                                           dddmmss.s |
 NM1788| NM1749 HARTINGTON MUNICIPAL TANK           APPROX.17.0 KM 0204703.1 |
 NM1788| NM1748 COLERIDGE MUNICIPAL TANK            APPROX.11.8 KM 0745015.2 |
 NM1788| CO3172 GRAHAM AZ MK                                       1122133.0 |
 NM1788| NM1762 BELDEN MUNICIPAL STANDPIPE          APPROX.13.5 KM 1232132.2 |
 NM1788| NM2010 GRAHAM AZ MK 2                      APPROX. 1.2 KM 2105128.2 |
 NM1788| NM2013 GRAHAM RM 1                          29.847 METERS 24900     |
 NM1788| NM1751 PEARSON                             APPROX.10.6 KM 2952137.2 |
 NM1788| NM2014 GRAHAM RM 2                          35.051 METERS 30718     |
 NM1788| NM2015 GRAHAM RM 3                          14.337 METERS 32019     |
 NM1788|---------------------------------------------------------------------|
 NM1788
 NM1788                          SUPERSEDED SURVEY CONTROL
 NM1788
 NM1788  NAD 83(1986)-  42 28 38.96494(N)    097 20 51.82271(W) AD(       ) 1
 NM1788  NAD 27      -  42 28 38.96000(N)    097 20 50.61400(W) AD(       ) 1
 NM1788
 NM1788.Superseded values are not recommended for survey control.
 NM1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1788.See file dsdata.txt to determine how the superseded data were derived.
 NM1788
 NM1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3581104116(NAD 83)
 NM1788_MARKER: DS = TRIANGULATION STATION DISK
 NM1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1788_SP_SET: CONCRETE POST
 NM1788_STAMPING: GRAHAM 1940
 NM1788_MARK LOGO: CGS   
 NM1788_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1788+STABILITY: SURFACE MOTION
 NM1788
 NM1788  HISTORY     - Date     Condition        Report By
 NM1788  HISTORY     - 1940     MONUMENTED       CGS
 NM1788  HISTORY     - 1940     GOOD             CGS
 NM1788  HISTORY     - 1970     GOOD             NGS
 NM1788  HISTORY     - 1981     GOOD             LOCENG
 NM1788  HISTORY     - 19821006 GOOD             NGS
 NM1788
 NM1788                          STATION DESCRIPTION
 NM1788
 NM1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1788'STATION GRAHAM IS 8 MILES WEST-SOUTHWEST OF COLERIDGE, 8-1/2 MILES
 NM1788'NORTHWEST OF BELDEN, 1/2 MILE SOUTH OF THE NORTHWEST CORNER
 NM1788'OF SEC. 20, T. 29 N., R. 1 E., ON HIGH GROUND IN THE YARD
 NM1788'OF E.R. GRAHAM.
 NM1788'
 NM1788'TO REACH FROM RANDOLPH GO NORTH FROM U.S. HIGHWAY 20, AT EAST
 NM1788'EDGE OF TOWN OPPOSITE A LARGE RED BRICK CHURCH, FOR 5.6
 NM1788'MILES.  HERE TURN RIGHT (EAST) AND GO 1.6 MILES TO AZIMUTH
 NM1788'MARK ON NORTH SIDE OF ROAD, CONTINUE NORTH FOR 0.7 MILE TO
 NM1788'STATION IN YARD ON EAST SIDE OF ROAD.
 NM1788'
 NM1788'STATION MARK IS NORTHWEST CORNER OF FARMYARD IN CLUMP OF
 NM1788'SMALL ELM TREES, 65-1/2 FEET NORTHWEST OF NORTHWEST CORNER
 NM1788'OF HOUSE, 28 FEET NORTH OF CENTERLINE OF FARM ENTRANCE LANE,
 NM1788'23 FEET EAST OF NORTH-SOUTH RIGHT-OF-WAY FENCE, 65 FEET EAST
 NM1788'OF CENTERLINE OF ROAD, IS STAMPED GRAHAM 1940, AND PROJECTS
 NM1788'6 INCHES.  MARK IS 4 FEET EAST OF WHITE REFERENCE POST.
 NM1788'
 NM1788'REFERENCE MARK NO. 1 IS ACROSS ROAD FROM STATION AND SLIGHTLY
 NM1788'HIGHER, 27 FEET WEST OF CENTERLINE OF ROAD, 6 INCHES EAST
 NM1788'OF RIGHT-OF-WAY FENCE, IS STAMPED GRAHAM NO. 1 1940, AND
 NM1788'PROJECTS 6 INCHES.
 NM1788'
 NM1788'REFERENCE MARK NO. 2 IS ACROSS ROAD FROM STATION AND ABOUT
 NM1788'2 FEET HIGHER, 27 FEET WEST OF CENTERLINE OF ROAD, 6 INCHES
 NM1788'EAST OF RIGHT-OF-WAY FENCE, IS STAMPED GRAHAM NO. 2 1940,
 NM1788'AND PROJECTS 4 INCHES.
 NM1788'
 NM1788'AZIMUTH MARK IS 1.8 MILES EAST-SOUTHEAST OF STATION IN THE
 NM1788'SOUTHEAST CORNER OF A HAY FIELD, 25 YARDS WEST OF SUMMIT
 NM1788'OF GRADE 33 FEET NORTH OF CENTERLINE OF ROAD, UNDER POWER
 NM1788'LINE 26 FEET WEST OF POWER POLE, 3 FEET NORTH OF FENCE CORNER,
 NM1788'6 INCHES WEST OF RIGHT-OF-WAY FENCE, IS STAMPED GRAHAM 1940,
 NM1788'AND PROJECTS 4 INCHES.
 NM1788'
 NM1788'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NM1788'DESCRIBED.
 NM1788'
 NM1788'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 NM1788
 NM1788                          STATION RECOVERY (1940)
 NM1788
 NM1788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 NM1788'RECOVERED IN GOOD CONDITION.
 NM1788
 NM1788                          STATION RECOVERY (1970)
 NM1788
 NM1788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NM1788'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 NM1788'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO HIGHWAY
 NM1788'IMPROVEMENTS THE AZIMUTH MARK WOULD BE DESTROYED, A NEW
 NM1788'AZIMUTH MARK WAS SET AND THE DISK REMOVED FROM THE ORIGINAL
 NM1788'AZIMUTH MARK AT THIS TIME.
 NM1788'
 NM1788'A NEW DESCRIPTION FOLLOWS--
 NM1788'
 NM1788'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF HARTINGTON,
 NM1788'AND 8 MILES WEST-SOUTHWEST OF COLERIDGE, 1/2 MILE SOUTH
 NM1788'OF THE NORTHWEST CORNER OF SECTION 20, T 29 N, R 1 E.  AT
 NM1788'THE CREST OF A HILL, IN A FARM YARD, ON PROPERTY OF MR. E.R.
 NM1788'GRAHAM.
 NM1788'
 NM1788'THE STATION MARK IS A STANDARD DISK STAMPED GRAHAM 1940, SET
 NM1788'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS
 NM1788'65.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 61
 NM1788'FEET EAST OF THE CENTER OF THE ROAD, 23 FEET NORTH OF THE
 NM1788'CENTER OF DRIVEWAY, AND 2.7 FEET EAST OF A METAL WITNESS
 NM1788'POST.
 NM1788'
 NM1788'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GRAHAM NO
 NM1788'1 1940, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 NM1788'GROUND.  IT IS IN A FENCE LINE 30 FEET WEST OF THE CENTER
 NM1788'OF THE ROAD, 45 FEET WEST-SOUTHWEST OF THE CENTER OF DRIVEWAY,
 NM1788'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 NM1788'
 NM1788'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GRAHAM NO
 NM1788'2 1940, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 NM1788'IT IS IN A FENCE LINE 96 FEET NORTH-NORTHWEST OF THE CENTER OF
 NM1788'DRIVEWAY, 30 FEET WEST OF CENTER OF ROAD, AND 1.3 FEET NORTH OF A
 NM1788'METAL WITNESS POST.
 NM1788'
 NM1788'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRAHAM 1940 1970,
 NM1788'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT
 NM1788'IS 224 FEET NORTH OF CENTER OF ROAD, 78 FEET NORTH OF A PUMP
 NM1788'AND WELL, 3 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 NM1788'SMALL METAL BARN, 2.5 FEET NORTH OF A BOARD CORRAL FENCE, AND 1.5
 NM1788'FEET SOUTHEAST OF A METAL WITNESS POST, ON PROPERTY OF DR.
 NM1788'H.P. LORTZ, VETERINARIAN, OF COLERIDGE, NEBRASKA.
 NM1788'
 NM1788'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN HARTINGTON,
 NM1788'GO WEST ON FRANKLIN STREET FOR 0.2 MILES TO A T INTERSECTION, TURN
 NM1788'LEFT AND GO SOUTH ON STATE HIGHWAYS 15 AND 84 FOR 0.5 MILE
 NM1788'TO THE JUNCTION OF HIGHWAYS 15 AND 84, TURN RIGHT, WEST, AND
 NM1788'GO 4.1 MILES ON HIGHWAY 84 TO A GRADED CROSSROAD, TURN LEFT,
 NM1788'SOUTH, AND FOLLOW GRADED ROAD FOR 9.6 MILES TO THE TOP OF A
 NM1788'HILL, AND A SET OF FARM BUILDINGS AND THE STATION ON THE
 NM1788'LEFT.
 NM1788'
 NM1788'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 NM1788'GRADED ROAD FOR 0.45 MILE TO A CROSSROAD INTERSECTION, TURN
 NM1788'RIGHT, WEST, AND GO 0.4 MILES TO A DRIVEWAY ON THE RIGHT AND
 NM1788'THE AZIMUTH MARK AS DESCRIBED.
 NM1788'
 NM1788'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 NM1788'WSW OF COLERIDGE
 NM1788
 NM1788                          STATION RECOVERY (1981)
 NM1788
 NM1788'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DH)
 NM1788'GRAHAM 1940 RECOVERED GOOD.
 NM1788'
 NM1788'REFERENCE MARK NO. 1 RECOVERED GOOD.
 NM1788'
 NM1788'REFERENCE MARK NO. 2 MARK IS THERE BUT HAS BEEN DISTURBED AND IS
 NM1788'TIPED.
 NM1788'
 NM1788'AZIMUTH MARK 1940 1970 RECOVERED GOOD.
 NM1788'
 NM1788'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES WEST-SOUTHWEST OF
 NM1788'COLERIDGE.
 NM1788
 NM1788                          STATION RECOVERY (1982)
 NM1788
 NM1788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NM1788'THE SURFACE STATION MARK, RM 1 AND THE 1970 AZIMUTH MARK WERE
 NM1788'RECOVERED IN GOOD CONDITION.  RM 2 WAS FOUND TILTED OUT OF PLACE.  A
 NM1788'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  THE DISTANCE AND
 NM1788'DIRECTION TO RM 1 AGREED WITH 1970 DATA.  DUE TO CHANGES, A NEW
 NM1788'DESCRIPTION FOLLOWS.
 NM1788'THE STATION IS LOCATED ABOUT 17 KM (10.6 MI) SOUTH FROM HARTINGTON,
 NM1788'11.8 KM (7.3 MI) WEST-SOUTHWEST FROM COLERIDGE, 10.5 KM (6.5 MI)
 NM1788'NORTH FROM RANDOLPH, 0.8 KM (0.5 MI) SOUTH FROM THE NW CORNER, SEC20,
 NM1788'T29N, R1E AND IN A FARM YARD ON PROPERTY OWNED BY KENNETH M.BACH,
 NM1788'RURAL ROUTE 1, BOX 169, RANDOLPH, NE 68771.  TELEPHONE 337 0859.
 NM1788'TO REACH FROM THE RANDOLPH POST OFFICE, GO NORTH ON MAIN STREET FOR
 NM1788'0.24 KM (0.15 MI) TO U.S. HIGHWAY 20.  TURN RIGHT AND GO EAST ON THE
 NM1788'HIGHWAY FOR 0.8 KM (0.5 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH
 NM1788'ON A PAVED ROAD FOR 1.29 KM (0.80 MI) TO THE END OF PAVEMENT AT A
 NM1788'CEMETERY ON THE RIGHT. CONTINUE NORTH ON A GRAVELED ROAD FOR 8.37 KM
 NM1788'(5.20 MI) TO A CROSSROAD. CONTINUE NORTH ON THE GRAVELED ROAD FOR
 NM1788'1.05 KM (0.65 MI) TO A FARM HOUSE AND THE STATION ON THE RIGHT.
 NM1788'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 NM1788'WITH THE GROUND.  IT IS 19.96 M (65.49 FT) NORTHWEST FROM THE
 NM1788'NORTHWEST CORNER OF THE HOUSE, 18.6 M (61.0 FT) EAST FROM THE
 NM1788'CENTERLINE OF THE ROAD, 7.0 M (23.0 FT) NORTH FROM THE CENTERLINE OF
 NM1788'THE DRIVEWAY TO THE HOUSE AND 0.85 M (2.79 FT) EAST FROM A WITNESS
 NM1788'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM2010 ***********************************************************************
 NM2010  DESIGNATION -  GRAHAM AZ MK 2
 NM2010  PID         -  NM2010
 NM2010  STATE/COUNTY-  NE/CEDAR
 NM2010  USGS QUAD   -  RANDOLPH NORTH (1971)
 NM2010
 NM2010                         *CURRENT SURVEY CONTROL
 NM2010  ___________________________________________________________________
 NM2010* NAD 83(1995)-  42 28 06.45471(N)    097 21 18.06072(W)     ADJUSTED  
 NM2010* NAVD 88     -       548.     (meters)    1798.     (feet)  SCALED    
 NM2010  ___________________________________________________________________
 NM2010  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 NM2010  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 NM2010
 NM2010  HORZ ORDER  -  THIRD
 NM2010
 NM2010.The horizontal coordinates were established by classical geodetic methods
 NM2010.and adjusted by the National Geodetic Survey in August 1997..
 NM2010
 NM2010.The orthometric height was scaled from a topographic map.
 NM2010
 NM2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM2010
 NM2010.The geoid height was determined by GEOID03.
 NM2010
 NM2010;                    North         East     Units Scale Factor Converg.
 NM2010;SPC NE       -   295,906.440   717,446.781   MT  0.99979987   +1 45 10.2
 NM2010;UTM  14      - 4,703,101.799   635,231.486   MT  0.99982500   +1 06 39.0
 NM2010
 NM2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM2010!SPC NE       -   0.99991804  x   0.99979987  =   0.99971793
 NM2010!UTM  14      -   0.99991804  x   0.99982500  =   0.99974305
 NM2010
 NM2010                          SUPERSEDED SURVEY CONTROL
 NM2010
 NM2010  NAD 83(1986)-  42 28 06.46201(N)    097 21 18.05289(W) AD(       ) 3
 NM2010
 NM2010.Superseded values are not recommended for survey control.
 NM2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2010.See file dsdata.txt to determine how the superseded data were derived.
 NM2010
 NM2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3523103102(NAD 83)
 NM2010_MARKER: DZ = AZIMUTH MARK DISK
 NM2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2010_SP_SET: CONCRETE POST
 NM2010_STAMPING: GRAHAM 1940 1970
 NM2010_MARK LOGO: NGS   
 NM2010_PROJECTION: PROJECTING 10 CENTIMETERS
 NM2010_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2010+STABILITY: SURFACE MOTION
 NM2010
 NM2010  HISTORY     - Date     Condition        Report By
 NM2010  HISTORY     - 1970     MONUMENTED       NGS
 NM2010  HISTORY     - 19821006 GOOD             NGS
 NM2010
 NM2010                          STATION DESCRIPTION
 NM2010
 NM2010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NM2010'THE MARK WAS FOUND IN GOOD CONDITION, ABOUT 18 KM (11.2 MI) SOUTH FROM
 NM2010'HARTINGTON, 11.8 KM (7.3 MI) WEST-SOUTHWEST FROM COLERIDGE, 9.3 KM
 NM2010'(5.8 MI) NORTH FROM RANDOLPH AND IN A CULTIVATED FIELD ON PRIVATE
 NM2010'PROPERTY.  THE OWNERSHIP COULD NOT BE ASCERTAINED AT THIS TIME.
 NM2010'TO REACH FROM THE RANDOLPH POST OFFICE, GO NORTH ON MAIN STREET FOR
 NM2010'0.24 KM (0.15 MI) TO U.S. HIGHWAY 20.  TURN RIGHT AND GO EAST ON THE
 NM2010'HIGHWAY FOR 0.8 KM (0.5 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT
 NM2010'AND GO NORTH ON THE PAVED FOR FOR 1.29 KM (0.80 MI) TO THE END OF
 NM2010'PAVEMENT AT A CEMETERY ON THE RIGHT.  CONTINUE NORTH ON A GRAVELED
 NM2010'ROAD FOR 8.37 KM (5.20 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 NM2010'A GRAVELED ROAD FOR 0.48 KM (0.30 MI) TO THE MARK ON THE RIGHT, AT
 NM2010'THE NORTHEAST CORNER OF A SMALL BARN.
 NM2010'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 NM2010'10 CM ABOVE THE GROUND.  IT IS 68.3 M (224.1 FT) NORTH FROM THE
 NM2010'CENTERLINE OF THE ROAD, 0.91 M (2.99 FT) SOUTHEAST FROM THE NORTHEAST
 NM2010'CORNER OF THE BARN AND 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0917 ***********************************************************************
 LG0917  DESIGNATION -  GRAHAM AZ MK RESET
 LG0917  PID         -  LG0917
 LG0917  STATE/COUNTY-  NE/YORK
 LG0917  USGS QUAD   -  YORK SW (1969)
 LG0917
 LG0917                         *CURRENT SURVEY CONTROL
 LG0917  ___________________________________________________________________
 LG0917* NAD 83(1995)-  40 48 51.86135(N)    097 39 51.27740(W)     ADJUSTED  
 LG0917* NAVD 88     -       509.2    (meters)    1671.     (feet)  VERTCON   
 LG0917  ___________________________________________________________________
 LG0917  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 LG0917  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 LG0917
 LG0917  HORZ ORDER  -  THIRD
 LG0917
 LG0917.The horizontal coordinates were established by classical geodetic methods
 LG0917.and adjusted by the National Geodetic Survey in August 1997..
 LG0917.No horizontal observational check was made to the station.
 LG0917
 LG0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0917
 LG0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0917
 LG0917.The geoid height was determined by GEOID03.
 LG0917
 LG0917;                    North         East     Units Scale Factor Converg.
 LG0917;SPC NE       -   111,587.341   696,992.493   MT  0.99973086   +1 32 52.4
 LG0917;UTM  14      - 4,519,013.088   612,655.180   MT  0.99975621   +0 52 23.4
 LG0917
 LG0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0917!SPC NE       -   0.99992425  x   0.99973086  =   0.99965513
 LG0917!UTM  14      -   0.99992425  x   0.99975621  =   0.99968048
 LG0917
 LG0917:                Primary Azimuth Mark                     Grid Az
 LG0917:SPC NE       -  YORK COUNTY COURTHOUSE DOME              044 49 13.1
 LG0917:UTM  14      -  YORK COUNTY COURTHOUSE DOME              045 29 42.1
 LG0917
 LG0917|---------------------------------------------------------------------|
 LG0917| PID    Reference Object                     Distance      Geod. Az  |
 LG0917|                                                           dddmmss.s |
 LG0917| LG0902 YORK COUNTY COURTHOUSE DOME         APPROX. 8.4 KM 0462205.5 |
 LG0917| LG0913 GRAHAM RESET                        APPROX. 1.3 KM 0715250.1 |
 LG0917|---------------------------------------------------------------------|
 LG0917
 LG0917                          SUPERSEDED SURVEY CONTROL
 LG0917
 LG0917  NAD 83(1986)-  40 48 51.86968(N)    097 39 51.27848(W) AD(       ) 3
 LG0917  NAD 27      -  40 48 51.83479(N)    097 39 50.08508(W) AD(       ) 3
 LG0917  NGVD 29 (07/19/86)  509.0    (m)         1670.     (f) VERT ANG       
 LG0917
 LG0917.Superseded values are not recommended for survey control.
 LG0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0917.See file dsdata.txt to determine how the superseded data were derived.
 LG0917
 LG0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1265519013(NAD 83)
 LG0917
 LG0917  HISTORY     - Date     Condition        Report By
 LG0917  HISTORY     - 1961     MONUMENTED       CGS
 LG0917  HISTORY     - 1961     GOOD             CGS
 LG0917
 LG0917                          STATION DESCRIPTION
 LG0917
 LG0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0917'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRAHAM 1950 RESET 1961,
 LG0917'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LG0917'WITH THE GROUND SURFACE.  IT IS 50 FEET EAST OF THE CENTER OF A
 LG0917'FIELD APPROACH, 30 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LG0917'GRAVELED ROAD, 1.5 FEET EAST OF A POWER POLE AND 1.5 FEET SOUTHEAST
 LG0917'OF A METAL WITNESS POST.
 LG0917'
 LG0917'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE FIELD
 LG0917'ROAD FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST ON THE
 LG0917'GRAVELED ROAD FOR 0.85 MILE TO A FIELD APPROACH AND THE AZIMUTH
 LG0917'MARK 1961 ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0913 ***********************************************************************
 LG0913  DESIGNATION -  GRAHAM RESET
 LG0913  PID         -  LG0913
 LG0913  STATE/COUNTY-  NE/YORK
 LG0913  USGS QUAD   -  YORK SW (1969)
 LG0913
 LG0913                         *CURRENT SURVEY CONTROL
 LG0913  ___________________________________________________________________
 LG0913* NAD 83(1995)-  40 49 05.44912(N)    097 38 56.60494(W)     ADJUSTED  
 LG0913* NAVD 88     -       516.53   (+/-2cm)    1694.6    (feet)  VERTCON   
 LG0913  ___________________________________________________________________
 LG0913  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 LG0913  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 LG0913
 LG0913  HORZ ORDER  -  SECOND
 LG0913  VERT ORDER  -  THIRD ? (See Below)
 LG0913
 LG0913.The horizontal coordinates were established by classical geodetic methods
 LG0913.and adjusted by the National Geodetic Survey in August 1997..
 LG0913
 LG0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0913.The vertical order pertains to the NGVD 29 superseded value.
 LG0913
 LG0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0913
 LG0913.The geoid height was determined by GEOID03.
 LG0913
 LG0913;                    North         East     Units Scale Factor Converg.
 LG0913;SPC NE       -   112,040.935   698,261.606   MT  0.99973008   +1 33 28.7
 LG0913;UTM  14      - 4,519,451.716   613,929.582   MT  0.99975976   +0 52 59.4
 LG0913
 LG0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0913!SPC NE       -   0.99992311  x   0.99973008  =   0.99965321
 LG0913!UTM  14      -   0.99992311  x   0.99975976  =   0.99968289
 LG0913
 LG0913:                Primary Azimuth Mark                     Grid Az
 LG0913:SPC NE       -  YORK ST REFORM FOR WOMEN TANK            016 39 02.0
 LG0913:UTM  14      -  YORK ST REFORM FOR WOMEN TANK            017 19 31.3
 LG0913
 LG0913|---------------------------------------------------------------------|
 LG0913| PID    Reference Object                     Distance      Geod. Az  |
 LG0913|                                                           dddmmss.s |
 LG0913| LG0911 YORK ST REFORM FOR WOMEN TANK       APPROX. 5.4 KM 0181230.7 |
 LG0913| LG0894 AIRPORT BEACON YORK AIRPORT         APPROX. 9.2 KM 0321839.7 |
 LG0913| LG0899 YORK MUNICIPAL STANDPIPE            APPROX. 7.7 KM 0371914.3 |
 LG0913| LG0906 YORK CONSUMERS PWR ELEC STACK       APPROX. 7.2 KM 0401821.6 |
 LG0913| LG0902 YORK COUNTY COURTHOUSE DOME         APPROX. 7.2 KM 0414415.6 |
 LG0913| LG0904 YORK MUNICIPAL TANK                 APPROX. 8.0 KM 0434845.8 |
 LG0913| LG0898 YORK ST JOSEPHS CATH CHURCH         APPROX. 7.4 KM 0444250.2 |
 LG0913| LG0901 YORK RADIO STATION KAWL TOWER       APPROX. 6.2 KM 0473450.4 |
 LG0913| LG0806 WACO TANK                           APPROX.17.9 KM 0610606.9 |
 LG0913| LG0909 YORK RADIO STA KAA 639 MAST         APPROX. 6.3 KM 0705703.7 |
 LG0913| CN8644 GRAHAM RM 1                          39.914 METERS 16650     |
 LG0913| CN8643 GRAHAM AZ MK                                       1804122.5 |
 LG0913| LG0915 GRAHAM RM 3                          61.640 METERS 20805     |
 LG0913| CN8645 GRAHAM RM 2                          24.884 METERS 22636     |
 LG0913| LG0917 GRAHAM AZ MK RESET                  APPROX. 1.3 KM 2515325.8 |
 LG0913| LG0954 HENDERSON MUNICIPAL STANDPIPE       APPROX.14.5 KM 2524234.0 |
 LG0913| LG0959 HAMPTON ST PETERS LUTHERAN CH       APPROX.21.3 KM 2902300.5 |
 LG0913| LG0916 GRAHAM RM 4                         APPROX. 0.6 KM 2975708.9 |
 LG0913| LG0949 EVAN LUTH ZION CHURCH BELFRY        APPROX.19.9 KM 3025558.5 |
 LG0913| LG0923 BRADSHAW COOP GRAIN ELEVATOR        APPROX.10.8 KM 3105731.1 |
 LG0913| LG0920 BRADSHAW MUNICIPAL STANDPIPE        APPROX.11.0 KM 3112844.2 |
 LG0913|---------------------------------------------------------------------|
 LG0913
 LG0913                          SUPERSEDED SURVEY CONTROL
 LG0913
 LG0913  NAD 83(1986)-  40 49 05.45741(N)    097 38 56.60614(W) AD(       ) 2
 LG0913  NAD 27      -  40 49 05.42200(N)    097 38 55.41400(W) AD(       ) 2
 LG0913  NGVD 29 (07/19/86)  516.33   (m)         1694.0    (f) LEVELING    3  
 LG0913
 LG0913.Superseded values are not recommended for survey control.
 LG0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0913.See file dsdata.txt to determine how the superseded data were derived.
 LG0913
 LG0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1393019452(NAD 83)
 LG0913_MARKER: DS = TRIANGULATION STATION DISK
 LG0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0913_SP_SET: SET INTO TOP OF CONCRETE POST
 LG0913_STAMPING: GRAHAM 1950 1976
 LG0913_MARK LOGO: NGS   
 LG0913_PROJECTION: RECESSED 46 CENTIMETERS
 LG0913
 LG0913  HISTORY     - Date     Condition        Report By
 LG0913  HISTORY     - 1976     MONUMENTED       NGS
 LG0913
 LG0913                          STATION DESCRIPTION
 LG0913
 LG0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG0913'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK 1961
 LG0913'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ALL THE FARM
 LG0913'BUILDINGS REMOVED AND THE AREA UNDER-CULTIVATION WITH AN IRRIGATION
 LG0913'PIVOT SPRINKLER SYSTEM INSTALLED, THE PROPERTY OWNER REQUESTED THE
 LG0913'STATION MARK AND THE REFERENCE MARKS 1 AND 2 BE REMOVED OR
 LG0913'LOWERED BELOW PLOW DEPTH.  THIS DATE, SURFACE STATION MARK WAS
 LG0913'LOWERED AND REFERENCE MARKS 1 AND 2 WERE REMOVED FROM THE AREA
 LG0913'AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  THE DISTANCE AND
 LG0913'DIRECTIONS TO REFERENCE MARKS 1 AND 2 WERE CHECKED IN THE
 LG0913'FIELD BEFORE THE SURFACE STATION MARK WAS REMOVED.
 LG0913'
 LG0913'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG0913'
 LG0913'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF YORK, ON THE
 LG0913'HIGHEST POINT IN A FIELD UNDER-CULTIVATION, OWNED BY MR. ARDEAN L.
 LG0913'FRANZ, BOX 91, HENDERSON, NEBRASKA, 68371.
 LG0913'
 LG0913'TO REACH THE STATION FROM THE TOP OF THE OVERPASS OF US HIGHWAY 81
 LG0913'AND INTERSTATE 80, ABOUT 3.0 MILES SOUTH OF YORK, GO SOUTH ON
 LG0913'HIGHWAY 81 FOR 0.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON
 LG0913'A GRAVELED ROAD FOR 2.25 MILES TO A FIELD ROAD ON THE RIGHT.  TURN
 LG0913'RIGHT AND GO NORTH ON THE FIELD ROAD, UPHILL, TOWARD CENTER OF
 LG0913'IRRIGATION PIVOT SPRINKLER SYSTEM FOR 0.15 MILE TO THE END OF
 LG0913'FIELD ROAD, THE PIVOT ON THE LEFT AND THE STATION STRAIGHT AHEAD
 LG0913'ABOUT 200 FEET.
 LG0913'
 LG0913'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED GRAHAM 1950 1976,
 LG0913'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE
 LG0913'GROUND SURFACE.  THE UNDERGROUND STATION MARK IS A STANDARD DISK
 LG0913'STAMPED GRAHAM 1950 AND SET IN AN IRREGULAR MASS OF CONCRETE 36
 LG0913'INCHES BELOW THE GROUND SURFACE.
 LG0913'
 LG0913'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GRAHAM 1950 NO 3 1976,
 LG0913'CEMENTED IN THE NORTHEAST CORNER OF AN 8-FOOT SQUARE CONCRETE SLAB
 LG0913'AND FOUNDATION FOR THE IRRIGATION SYSTEM.
 LG0913'
 LG0913'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG0913'GRAHAM 1950 NO 4 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG0913'2 FEET EAST-SOUTHEAST OF THE WEST END BRACE POST IN THE INTERSTATE
 LG0913'80 SOUTH BOUNDARY FENCELINE, 6 INCHES SOUTH OF A METAL WITNESS POST
 LG0913'IN THE FENCELINE AND ABOUT 50 FEET NORTHWEST OF THE NORTHWEST EDGE
 LG0913'OF A POND.
 LG0913'
 LG0913'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRAHAM 1950 RESET 1961,
 LG0913'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LG0913'WITH THE GROUND SURFACE.  IT IS 50 FEET EAST OF THE CENTER OF A
 LG0913'FIELD APPROACH, 30 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LG0913'GRAVELED ROAD, 1.5 FEET EAST OF A POWER POLE AND 1.5 FEET SOUTHEAST
 LG0913'OF A METAL WITNESS POST.
 LG0913'
 LG0913'TO REACH REFERENCE MARK 4 FROM THE STATION, GO SOUTH ON THE FIELD
 LG0913'ROAD FOR 0.15 MILE TO A T-ROAD, TURN RIGHT AND GO WEST ON THE
 LG0913'GRAVELED ROAD FOR 0.35 MILE TO A FIELD ROAD, 3 METAL GRAIN BINS IN
 LG0913'A NORTH-SOUTH ROW, ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE
 LG0913'FIELD ROAD FOR 0.3 MILE TO THE INTERSTATE 80 BOUNDARY FENCE.
 LG0913'TURN LEFT AND GO ABOUT 100 FEET TO THE REFERENCE MARK 4 ON THE
 LG0913'RIGHT AS DESCRIBED.
 LG0913'
 LG0913'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE FIELD
 LG0913'ROAD FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST ON THE
 LG0913'GRAVELED ROAD FOR 0.85 MILE TO A FIELD APPROACH AND THE AZIMUTH
 LG0913'MARK 1961 ON THE LEFT.
 LG0913'
 LG0913'NOTE--REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK 1961 WERE ALSO
 LG0913'OCCUPIED FOR ANGLE OBSERVATIONS FOR THE ASSISTANCE IN THE RECOVERY
 LG0913'OF THE STATION MARK IN THE FUTURE.
 LG0913'
 LG0913'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.0 MILES
 LG0913'SOUTHWEST OF YORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0915 ***********************************************************************
 LG0915  DESIGNATION -  GRAHAM RM 3
 LG0915  PID         -  LG0915
 LG0915  STATE/COUNTY-  NE/YORK
 LG0915  USGS QUAD   -  YORK SW (1969)
 LG0915
 LG0915                         *CURRENT SURVEY CONTROL
 LG0915  ___________________________________________________________________
 LG0915* NAD 83(1995)-  40 49 03.68616(N)    097 38 57.84317(W)     ADJUSTED  
 LG0915* NAVD 88     -       516.4    (meters)    1694.     (feet)  VERTCON   
 LG0915  ___________________________________________________________________
 LG0915  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 LG0915  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 LG0915
 LG0915  HORZ ORDER  -  THIRD
 LG0915
 LG0915.The horizontal coordinates were established by classical geodetic methods
 LG0915.and adjusted by the National Geodetic Survey in August 1997..
 LG0915.No horizontal observational check was made to the station.
 LG0915
 LG0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0915
 LG0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0915
 LG0915.The geoid height was determined by GEOID03.
 LG0915
 LG0915;                    North         East     Units Scale Factor Converg.
 LG0915;SPC NE       -   111,985.798   698,234.085   MT  0.99973018   +1 33 27.8
 LG0915;UTM  14      - 4,519,396.906   613,901.412   MT  0.99975968   +0 52 58.5
 LG0915
 LG0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0915!SPC NE       -   0.99992313  x   0.99973018  =   0.99965333
 LG0915!UTM  14      -   0.99992313  x   0.99975968  =   0.99968283
 LG0915
 LG0915|---------------------------------------------------------------------|
 LG0915| PID    Reference Object                     Distance      Geod. Az  |
 LG0915|                                                           dddmmss.s |
 LG0915| LG0913 GRAHAM RESET                         61.640 METERS 02805     |
 LG0915| LG0902 YORK COUNTY COURTHOUSE DOME         APPROX. 7.2 KM 0413720.1 |
 LG0915| LG0917 GRAHAM AZ MK RESET                  APPROX. 1.3 KM 2534553.9 |
 LG0915| LG0916 GRAHAM RM 4                         APPROX. 0.6 KM 3034150.0 |
 LG0915|---------------------------------------------------------------------|
 LG0915
 LG0915                          SUPERSEDED SURVEY CONTROL
 LG0915
 LG0915  NAD 83(1986)-  40 49 03.69464(N)    097 38 57.84423(W) AD(       ) 3
 LG0915  NAD 27      -  40 49 03.65904(N)    097 38 56.65223(W) AD(       ) 3
 LG0915  NGVD 29 (07/19/86)  516.2    (m)         1694.     (f) VERT ANG       
 LG0915
 LG0915.Superseded values are not recommended for survey control.
 LG0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0915.See file dsdata.txt to determine how the superseded data were derived.
 LG0915
 LG0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1390119397(NAD 83)
 LG0915
 LG0915  HISTORY     - Date     Condition        Report By
 LG0915  HISTORY     - 1976     MONUMENTED       NGS
 LG0915  HISTORY     - 1976     GOOD             NGS
 LG0915
 LG0915                          STATION DESCRIPTION
 LG0915
 LG0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG0915'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GRAHAM 1950 NO 3 1976,
 LG0915'CEMENTED IN THE NORTHEAST CORNER OF AN 8-FOOT SQUARE CONCRETE SLAB
 LG0915'AND FOUNDATION FOR THE IRRIGATION SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0916 ***********************************************************************
 LG0916  DESIGNATION -  GRAHAM RM 4
 LG0916  PID         -  LG0916
 LG0916  STATE/COUNTY-  NE/YORK
 LG0916  USGS QUAD   -  YORK SW (1969)
 LG0916
 LG0916                         *CURRENT SURVEY CONTROL
 LG0916  ___________________________________________________________________
 LG0916* NAD 83(1995)-  40 49 14.76070(N)    097 39 19.70527(W)     ADJUSTED  
 LG0916* NAVD 88     -       506.1    (meters)    1660.     (feet)  VERTCON   
 LG0916  ___________________________________________________________________
 LG0916  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 LG0916  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 LG0916
 LG0916  HORZ ORDER  -  THIRD
 LG0916
 LG0916.The horizontal coordinates were established by classical geodetic methods
 LG0916.and adjusted by the National Geodetic Survey in August 1997..
 LG0916.No horizontal observational check was made to the station.
 LG0916
 LG0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0916
 LG0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0916
 LG0916.The geoid height was determined by GEOID03.
 LG0916
 LG0916;                    North         East     Units Scale Factor Converg.
 LG0916;SPC NE       -   112,313.295   697,712.810   MT  0.99972954   +1 33 13.4
 LG0916;UTM  14      - 4,519,730.528   613,384.015   MT  0.99975823   +0 52 44.4
 LG0916
 LG0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0916!SPC NE       -   0.99992474  x   0.99972954  =   0.99965430
 LG0916!UTM  14      -   0.99992474  x   0.99975823  =   0.99968299
 LG0916
 LG0916:                Primary Azimuth Mark                     Grid Az
 LG0916:SPC NE       -  GRAHAM RESET                             116 23 40.4
 LG0916:UTM  14      -  GRAHAM RESET                             117 04 09.4
 LG0916
 LG0916|---------------------------------------------------------------------|
 LG0916| PID    Reference Object                     Distance      Geod. Az  |
 LG0916|                                                           dddmmss.s |
 LG0916| LG0913 GRAHAM RESET                        APPROX. 0.6 KM 1175653.8 |
 LG0916| LG0917 GRAHAM AZ MK RESET                  APPROX. 1.0 KM 2261949.3 |
 LG0916|---------------------------------------------------------------------|
 LG0916
 LG0916                          SUPERSEDED SURVEY CONTROL
 LG0916
 LG0916  NAD 83(1986)-  40 49 14.76903(N)    097 39 19.70631(W) AD(       ) 3
 LG0916  NAD 27      -  40 49 14.73400(N)    097 39 18.51342(W) AD(       ) 3
 LG0916  NGVD 29 (07/19/86)  505.9    (m)         1660.     (f) VERT ANG       
 LG0916
 LG0916.Superseded values are not recommended for survey control.
 LG0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0916.See file dsdata.txt to determine how the superseded data were derived.
 LG0916
 LG0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1338419731(NAD 83)
 LG0916
 LG0916  HISTORY     - Date     Condition        Report By
 LG0916  HISTORY     - 1976     MONUMENTED       NGS
 LG0916  HISTORY     - 1976     GOOD             NGS
 LG0916
 LG0916                          STATION DESCRIPTION
 LG0916
 LG0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG0916'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG0916'GRAHAM 1950 NO 4 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG0916'2 FEET EAST-SOUTHEAST OF THE WEST END BRACE POST IN THE INTERSTATE
 LG0916'80 SOUTH BOUNDARY FENCELINE, 6 INCHES SOUTH OF A METAL WITNESS POST
 LG0916'IN THE FENCELINE AND ABOUT 50 FEET NORTHWEST OF THE NORTHWEST EDGE
 LG0916'OF A POND.
 LG0916'
 LG0916'TO REACH REFERENCE MARK 4 FROM THE STATION, GO SOUTH ON THE FIELD
 LG0916'ROAD FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST ON THE
 LG0916'GRAVELED ROAD FOR 0.35 MILE TO A FIELD ROAD, 3 METAL GRAIN BINS IN
 LG0916'A NORTH-SOUTH ROW, ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE
 LG0916'FIELD ROAD FOR 0.3 MILE TO THE INTERSTATE 80 BOUNDARY FENCE.  TURN
 LG0916'LEFT AND GO ABOUT 100 FEET TO THE REFERENCE MARK 4 ON THE RIGHT AS
 LG0916'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1137 ***********************************************************************
 LH1137  DESIGNATION -  GRAND IS CONSUM COOP PWR STACK
 LH1137  PID         -  LH1137
 LH1137  STATE/COUNTY-  NE/HALL
 LH1137  USGS QUAD   -  GRAND ISLAND (1993)
 LH1137
 LH1137                         *CURRENT SURVEY CONTROL
 LH1137  ___________________________________________________________________
 LH1137* NAD 83(1995)-  40 55 39.65279(N)    098 20 30.88716(W)     ADJUSTED  
 LH1137* NAVD 88     -                                                        
 LH1137  ___________________________________________________________________
 LH1137  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 LH1137  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 LH1137
 LH1137  HORZ ORDER  -  THIRD
 LH1137
 LH1137.The horizontal coordinates were established by classical geodetic methods
 LH1137.and adjusted by the National Geodetic Survey in August 1997..
 LH1137
 LH1137
 LH1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1137
 LH1137.The geoid height was determined by GEOID03.
 LH1137
 LH1137;                    North         East     Units Scale Factor Converg.
 LH1137;SPC NE       -   122,840.798   639,606.640   MT  0.99970915   +1 05 55.7
 LH1137;UTM  14      - 4,530,937.510   555,406.741   MT  0.99963778   +0 25 52.1
 LH1137
 LH1137                          SUPERSEDED SURVEY CONTROL
 LH1137
 LH1137  NAD 83(1986)-  40 55 39.66009(N)    098 20 30.88869(W) AD(       ) 4
 LH1137  NAD 27      -  40 55 39.62100(N)    098 20 29.66700(W) AD(       ) 3
 LH1137
 LH1137.Superseded values are not recommended for survey control.
 LH1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1137.See file dsdata.txt to determine how the superseded data were derived.
 LH1137
 LH1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5540730938(NAD 83)
 LH1137_MARKER: 63 = STACK
 LH1137
 LH1137  HISTORY     - Date     Condition        Report By
 LH1137  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1137  HISTORY     - 1955     GOOD             CGS
 LH1137  HISTORY     - 1965     GOOD             CGS
 LH1137  HISTORY     - 1972     GOOD             NGS
 LH1137  HISTORY     - 1974     GOOD             NGS
 LH1137  HISTORY     - 1981     GOOD             NGS
 LH1137
 LH1137                          STATION DESCRIPTION
 LH1137
 LH1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1137'THE STATION IS LOCATED IN THE MAIN BUSINESS DISTRICT OF
 LH1137'GRAND ISLAND ON NORTH PINE AND WEST 13TH STREETS.  IT IS
 LH1137'ABOUT 175 FEET HIGH, OF CONCRETE CONSTRUCTION AND SETS ON
 LH1137'THE SOUTH SIDE OF A 200 FEET SQUARE RED BRICK BUILDING.
 LH1137'
 LH1137'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 LH1137
 LH1137                          STATION RECOVERY (1955)
 LH1137
 LH1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LH1137'THE 1950 DESCRIPTION IS INCORRECT.  NEW DESCRIPTION AS FOLLOWS-
 LH1137'STATION IS LOCATED IN THE MAIN BUSINESS DISTRICT OF GRAND
 LH1137'ISLAND, AT THE CITY ELECTRIC POWER PLANT, 200 FT. SW OF THE
 LH1137'INTERSECTION OF W. 4TH. AND N. PINE STREETS, ABOUT 150 FT.
 LH1137'S. OF FIRE STATION NO. 2, ABOUT 200 FT. N. OF UNION PACIFIC
 LH1137'RR PASSENGER DEPOT.  IT IS 228 FT. HIGH, OF CONCRETE
 LH1137'CONSTRUCTION, THE TOP 30 FT. IS PAINTED BLACK, AND SETS ON THE
 LH1137'SOUTH SIDE OF THE POWER PLANT WHICH IS A 200 FT. SQUARE RED BRICK
 LH1137'BUILDING.
 LH1137'
 LH1137'ACCORDING TO GRAND ISLAND POLICE AND FIRE DEPT. THERE IS NO
 LH1137'CONSUMERS CO-OP POWER PLANT.  THE STACK DESCRIBED ABOVE IS
 LH1137'THE MOST PROMINENT OBJECT IN GRAND ISLAND AND CAN BE SEEN FOR
 LH1137'SEVERAL MILES IN ALL DIRECTIONS.  THERE IS NO OTHER CONCRETE STACK
 LH1137'IN THE TOWN (OR VERY HIGH STACK OF ANY KIND)
 LH1137
 LH1137                          STATION RECOVERY (1965)
 LH1137
 LH1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 LH1137'THE STATION WAS RECOVERED AS DESCRIBED BY W.T. JOHNSON IN 1955.
 LH1137
 LH1137                          STATION RECOVERY (1972)
 LH1137
 LH1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 LH1137'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 LH1137'DESCRIBED.
 LH1137'
 LH1137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GRAND ISLAND.
 LH1137
 LH1137                          STATION RECOVERY (1974)
 LH1137
 LH1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LH1137'RECOVERED AS PREVIOUSLY DESCRIBED.
 LH1137'
 LH1137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GRAND ISLAND.
 LH1137
 LH1137                          STATION RECOVERY (1981)
 LH1137
 LH1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DMM)
 LH1137'RECOVERED AS DESCRIBED IN THE 1955 RECOVERY NOTE.
 LH1137'
 LH1137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GRAND ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1134 ***********************************************************************
 LH1134  DESIGNATION -  GRAND IS HALL CO CTHSE
 LH1134  PID         -  LH1134
 LH1134  STATE/COUNTY-  NE/HALL
 LH1134  USGS QUAD   -  GRAND ISLAND (1993)
 LH1134
 LH1134                         *CURRENT SURVEY CONTROL
 LH1134  ___________________________________________________________________
 LH1134* NAD 83(1995)-  40 55 24.50547(N)    098 20 21.85228(W)     ADJUSTED  
 LH1134* NAVD 88     -                                                        
 LH1134  ___________________________________________________________________
 LH1134  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 LH1134  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 LH1134
 LH1134  HORZ ORDER  -  THIRD
 LH1134
 LH1134.The horizontal coordinates were established by classical geodetic methods
 LH1134.and adjusted by the National Geodetic Survey in August 1997..
 LH1134
 LH1134
 LH1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1134
 LH1134.The geoid height was determined by GEOID03.
 LH1134
 LH1134;                    North         East     Units Scale Factor Converg.
 LH1134;SPC NE       -   122,377.812   639,826.895   MT  0.99970989   +1 06 01.7
 LH1134;UTM  14      - 4,530,472.023   555,621.570   MT  0.99963808   +0 25 57.8
 LH1134
 LH1134                          SUPERSEDED SURVEY CONTROL
 LH1134
 LH1134  NAD 83(1986)-  40 55 24.51279(N)    098 20 21.85382(W) AD(       ) 4
 LH1134  NAD 27      -  40 55 24.47200(N)    098 20 20.63900(W) AD(       ) 3
 LH1134
 LH1134.Superseded values are not recommended for survey control.
 LH1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1134.See file dsdata.txt to determine how the superseded data were derived.
 LH1134
 LH1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5562230472(NAD 83)
 LH1134_MARKER: 87 = DOME
 LH1134
 LH1134  HISTORY     - Date     Condition        Report By
 LH1134  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1134  HISTORY     - 1965     GOOD             CGS
 LH1134  HISTORY     - 1974     GOOD             NGS
 LH1134  HISTORY     - 20030813 GOOD             USPSQD
 LH1134
 LH1134                          STATION DESCRIPTION
 LH1134
 LH1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1134'THE STATION IS LOCATED IN GRAND ISLAND AND IS BORDERED BY
 LH1134'LOCUST, EAST 1ST, COURT, AND PINE STREETS.  IT IS ABOUT 120
 LH1134'FEET HIGH, OF STONE CONSTRUCTION AND HAS A GREEN DOME ON TOP.
 LH1134'
 LH1134'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF DOME.
 LH1134
 LH1134                          STATION RECOVERY (1965)
 LH1134
 LH1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 LH1134'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED.
 LH1134
 LH1134                          STATION RECOVERY (1974)
 LH1134
 LH1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LH1134'RECOVERED AS DESCRIBED.
 LH1134'
 LH1134'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GRAND ISLAND.
 LH1134
 LH1134                          STATION RECOVERY (2003)
 LH1134
 LH1134'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1156 ***********************************************************************
 LH1156  DESIGNATION -  GRAND IS NEBR ST PATROL MAST
 LH1156  PID         -  LH1156
 LH1156  STATE/COUNTY-  NE/HALL
 LH1156  USGS QUAD   -  ABBOTT (1993)
 LH1156
 LH1156                         *CURRENT SURVEY CONTROL
 LH1156  ___________________________________________________________________
 LH1156* NAD 83(1995)-  40 55 20.39780(N)    098 22 46.03633(W)     ADJUSTED  
 LH1156* NAVD 88     -                                                        
 LH1156  ___________________________________________________________________
 LH1156  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 LH1156  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 LH1156
 LH1156  HORZ ORDER  -  THIRD
 LH1156
 LH1156.The horizontal coordinates were established by classical geodetic methods
 LH1156.and adjusted by the National Geodetic Survey in August 1997..
 LH1156
 LH1156
 LH1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1156
 LH1156.The geoid height was determined by GEOID03.
 LH1156
 LH1156;                    North         East     Units Scale Factor Converg.
 LH1156;SPC NE       -   122,187.165   636,457.252   MT  0.99971009   +1 04 26.1
 LH1156;UTM  14      - 4,530,320.661   552,250.185   MT  0.99963360   +0 24 23.4
 LH1156
 LH1156                          SUPERSEDED SURVEY CONTROL
 LH1156
 LH1156  NAD 83(1986)-  40 55 20.40504(N)    098 22 46.03788(W) AD(       ) 4
 LH1156  NAD 27      -  40 55 20.36500(N)    098 22 44.81600(W) AD(       ) 3
 LH1156
 LH1156.Superseded values are not recommended for survey control.
 LH1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1156.See file dsdata.txt to determine how the superseded data were derived.
 LH1156
 LH1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5225030321(NAD 83)
 LH1156_MARKER: 42 = RADIO/TV MAST
 LH1156
 LH1156  HISTORY     - Date     Condition        Report By
 LH1156  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1156  HISTORY     - 1955     GOOD             CGS
 LH1156  HISTORY     - 1974     GOOD             NGS
 LH1156  HISTORY     - 1981     GOOD             NGS
 LH1156
 LH1156                          STATION DESCRIPTION
 LH1156
 LH1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1156'THE STATION IS LOCATED JUST WEST OF GRAND ISLAND. IT IS 300
 LH1156'FEET HIGH, OF STEEL CONSTRUCTION, PAINTED ORANGE AND WHITE,
 LH1156'HAS FOUR LEGS AND HAS A RED LAMP ON TOP OF THE MAST.
 LH1156'
 LH1156'THE POINT INTERSECTED WAS THE RED LAMP ON TOP.
 LH1156'
 LH1156'TO REACH THE STATION FROM THE OVERPASS ON US HIGHWAY 30 AT
 LH1156'THE SOUTHWEST EDGE OF GRAND ISLAND, GO SOUTHWEST ON US HIGHWAY
 LH1156'30 FOR 0.6 MILE TO A GRAVEL ROAD.  TURN SHARP RIGHT AND
 LH1156'GO NORTH ON THE GRAVEL ROAD FOR 0.8 MILE TO THE STATION ON
 LH1156'THE LEFT.
 LH1156
 LH1156                          STATION RECOVERY (1955)
 LH1156
 LH1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LH1156'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LH1156
 LH1156                          STATION RECOVERY (1974)
 LH1156
 LH1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LH1156'RECOVERED IN GOOD CONDITION, GRAVELED ROAD IS NOW PAVED.
 LH1156'
 LH1156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GRAND ISLAND.
 LH1156
 LH1156                          STATION RECOVERY (1981)
 LH1156
 LH1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DMM)
 LH1156'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LH1156'
 LH1156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GRAND ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1141 ***********************************************************************
 LH1141  DESIGNATION -  GRAND IS ST MARYS CATHEDRAL
 LH1141  PID         -  LH1141
 LH1141  STATE/COUNTY-  NE/HALL
 LH1141  USGS QUAD   -  GRAND ISLAND (1993)
 LH1141
 LH1141                         *CURRENT SURVEY CONTROL
 LH1141  ___________________________________________________________________
 LH1141* NAD 83(1995)-  40 55 15.45774(N)    098 20 34.30643(W)     ADJUSTED  
 LH1141* NAVD 88     -                                                        
 LH1141  ___________________________________________________________________
 LH1141  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 LH1141  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 LH1141
 LH1141  HORZ ORDER  -  THIRD
 LH1141
 LH1141.The horizontal coordinates were established by classical geodetic methods
 LH1141.and adjusted by the National Geodetic Survey in August 1997..
 LH1141
 LH1141
 LH1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1141
 LH1141.The geoid height was determined by GEOID03.
 LH1141
 LH1141;                    North         East     Units Scale Factor Converg.
 LH1141;SPC NE       -   122,093.251   639,540.980   MT  0.99971034   +1 05 53.4
 LH1141;UTM  14      - 4,530,190.834   555,332.379   MT  0.99963768   +0 25 49.6
 LH1141
 LH1141                          SUPERSEDED SURVEY CONTROL
 LH1141
 LH1141  NAD 83(1986)-  40 55 15.46504(N)    098 20 34.30794(W) AD(       ) 4
 LH1141  NAD 27      -  40 55 15.42500(N)    098 20 33.08900(W) AD(       ) 3
 LH1141
 LH1141.Superseded values are not recommended for survey control.
 LH1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1141.See file dsdata.txt to determine how the superseded data were derived.
 LH1141
 LH1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5533230191(NAD 83)
 LH1141_MARKER: 90 = CHURCH SPIRE
 LH1141
 LH1141  HISTORY     - Date     Condition        Report By
 LH1141  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1141  HISTORY     - 1965     GOOD             CGS
 LH1141  HISTORY     - 1974     GOOD             NGS
 LH1141  HISTORY     - 20030813 GOOD             USPSQD
 LH1141
 LH1141                          STATION DESCRIPTION
 LH1141
 LH1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1141'THE STATION IS LOCATED IN GRAND ISLAND ON THE NORTHEAST
 LH1141'CORNER OF SOUTH ELM AND WEST DIVISION STREETS.  IT IS ABOUT 120
 LH1141'FEET HIGH, OF WOOD CONSTRUCTION AND IS PAINTED BLACK.
 LH1141'
 LH1141'THE POINT INTERSECTED WAS THE TOP OF SPIRE.
 LH1141
 LH1141                          STATION RECOVERY (1965)
 LH1141
 LH1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 LH1141'ST. MARYS CATHEDRAL IS IN THE CENTRAL PART OF GRAND ISLAND ON THE
 LH1141'SOUTH SIDE OF DIVISION ST. BETWEEN ELM ST. AND CEDAR ST.  THE
 LH1141'STATION IS THE BLACK SPIRE ATOP THE CENTER OF THE CHURCH.
 LH1141
 LH1141                          STATION RECOVERY (1974)
 LH1141
 LH1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LH1141'RECOVERED IN GOOD CONDITION.
 LH1141'
 LH1141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GRAND ISLAND.
 LH1141
 LH1141                          STATION RECOVERY (2003)
 LH1141
 LH1141'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1132 ***********************************************************************
 LH1132  DESIGNATION -  GRAND IS VETERANS HOSP STACK
 LH1132  PID         -  LH1132
 LH1132  STATE/COUNTY-  NE/HALL
 LH1132  USGS QUAD   -  GRAND ISLAND (1993)
 LH1132
 LH1132                         *CURRENT SURVEY CONTROL
 LH1132  ___________________________________________________________________
 LH1132* NAD 83(1995)-  40 56 31.98234(N)    098 21 20.31627(W)     ADJUSTED  
 LH1132* NAVD 88     -                                                        
 LH1132  ___________________________________________________________________
 LH1132  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 LH1132  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 LH1132
 LH1132  HORZ ORDER  -  THIRD
 LH1132
 LH1132.The horizontal coordinates were established by classical geodetic methods
 LH1132.and adjusted by the National Geodetic Survey in August 1997..
 LH1132
 LH1132
 LH1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1132
 LH1132.The geoid height was determined by GEOID03.
 LH1132
 LH1132;                    North         East     Units Scale Factor Converg.
 LH1132;SPC NE       -   124,432.215   638,420.033   MT  0.99970665   +1 05 23.0
 LH1132;UTM  14      - 4,532,542.531   554,238.839   MT  0.99963621   +0 25 20.1
 LH1132
 LH1132                          SUPERSEDED SURVEY CONTROL
 LH1132
 LH1132  NAD 83(1986)-  40 56 31.98974(N)    098 21 20.31771(W) AD(       ) 4
 LH1132  NAD 27      -  40 56 31.94800(N)    098 21 19.09900(W) AD(       ) 3
 LH1132
 LH1132.Superseded values are not recommended for survey control.
 LH1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1132.See file dsdata.txt to determine how the superseded data were derived.
 LH1132
 LH1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5423932543(NAD 83)
 LH1132_MARKER: 63 = STACK
 LH1132
 LH1132  HISTORY     - Date     Condition        Report By
 LH1132  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1132  HISTORY     - 1955     GOOD             CGS
 LH1132  HISTORY     - 1965     GOOD             CGS
 LH1132  HISTORY     - 1974     GOOD             NGS
 LH1132  HISTORY     - 20030813 MARK NOT FOUND   USPSQD
 LH1132
 LH1132                          STATION DESCRIPTION
 LH1132
 LH1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1132'STATION IS LOCATED ABOUT 1.5 MILES FROM JUNCTION OF US HWY.
 LH1132'281, 30, AND 2 IN THE NORTHEAST PART OF GRAND ISLAND.
 LH1132'
 LH1132'STATION IS 100 FEET HIGH AND IS CREAM COLORED BRICK.  THE
 LH1132'POINT INTERSECTED WAS THE EXTREME TOP.
 LH1132'
 LH1132'TO REACH FROM JUNCTION OF HIGHWAYS 281, 30 AND 2 IN WEST
 LH1132'EDGE OF GRAND ISLAND, GO NORTH ON HIGHWAY 281 FOR 1.5 MILES,
 LH1132'TURN RIGHT (EAST) ON DRIVE FOR .02 MILE TO STACK IN EAST
 LH1132'CORNER OF HOSPITAL GROUNDS.
 LH1132
 LH1132                          STATION RECOVERY (1955)
 LH1132
 LH1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LH1132'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LH1132
 LH1132                          STATION RECOVERY (1965)
 LH1132
 LH1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 LH1132'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF THE CENTER OF THE
 LH1132'BUSINESS DISTRICT, IN THE SOUTHEAST PART OF THE V.A. HOSPITAL
 LH1132'GROUNDS.  IT IS AN EIGHT-SIDED YELLOW BRICK STACK ATOP THE
 LH1132'SOUTHEAST CORNER OF THE HOSPITALS POWER PLANT, RISING ABOUT 106
 LH1132'FEET ABOVE THE GROUND.
 LH1132
 LH1132                          STATION RECOVERY (1974)
 LH1132
 LH1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LH1132'RECOVERED IN GOOD CONDITION.
 LH1132'1040.
 LH1132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHEAST PART OF
 LH1132'GRAND ISLAND.
 LH1132
 LH1132                          STATION RECOVERY (2003)
 LH1132
 LH1132'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1132'STATION NOT FOUND. SITE LOCATED ON THE GRAND ISLAND VETERANS HOSPITAL
 LH1132'GROUNDS. STACK NO LONGER EXISTS. STACK HAS BEEN TORN DOWN. THIS
 LH1132'STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0058 ***********************************************************************
 LH0058  DESIGNATION -  GRAND ISLAND
 LH0058  PID         -  LH0058
 LH0058  STATE/COUNTY-  NE/HALL
 LH0058  USGS QUAD   -  GRAND ISLAND (1993)
 LH0058
 LH0058                         *CURRENT SURVEY CONTROL
 LH0058  ___________________________________________________________________
 LH0058* NAD 83(1986)-  40 56 21.     (N)    098 19 13.     (W)     SCALED    
 LH0058* NAVD 88     -       564.523  (meters)    1852.11   (feet)  ADJUSTED  
 LH0058  ___________________________________________________________________
 LH0058  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 LH0058  DYNAMIC HT  -         564.226 (meters)    1851.13  (feet)  COMP
 LH0058  MODELED GRAV-     980,080.4   (mgal)                       NAVD 88
 LH0058
 LH0058  VERT ORDER  -  FIRST     CLASS II
 LH0058
 LH0058.This mark is at Central Nebraska Regional Airport (GRI)
 LH0058
 LH0058.The horizontal coordinates were scaled from a topographic map and have
 LH0058.an estimated accuracy of +/- 6 seconds.
 LH0058
 LH0058.The orthometric height was determined by differential leveling
 LH0058.and adjusted by the National Geodetic Survey in June 1991..
 LH0058
 LH0058.The geoid height was determined by GEOID03.
 LH0058
 LH0058.The dynamic height is computed by dividing the NAVD 88
 LH0058.geopotential number by the normal gravity value computed on the
 LH0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0058.degrees latitude (g = 980.6199 gals.).
 LH0058
 LH0058.The modeled gravity was interpolated from observed gravity values.
 LH0058
 LH0058;                    North         East    Units  Estimated Accuracy
 LH0058;SPC NE       -   124,150.      641,400.      MT  (+/- 180 meters Scaled)
 LH0058
 LH0058                          SUPERSEDED SURVEY CONTROL
 LH0058
 LH0058  NGVD 29 (??/??/92)  564.272  (m)         1851.28   (f) ADJ UNCH    1 2
 LH0058
 LH0058.Superseded values are not recommended for survey control.
 LH0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0058.See file dsdata.txt to determine how the superseded data were derived.
 LH0058
 LH0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL572322(NAD 83)
 LH0058_MARKER: DB = BENCH MARK DISK
 LH0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0058_STAMPING: GRAND ISLAND 1935
 LH0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0058+STABILITY: SURFACE MOTION
 LH0058
 LH0058  HISTORY     - Date     Condition        Report By
 LH0058  HISTORY     - 1935     MONUMENTED       CGS
 LH0058  HISTORY     - 1949     GOOD             NGS
 LH0058  HISTORY     - 1949     GOOD             NGS
 LH0058
 LH0058                          STATION DESCRIPTION
 LH0058
 LH0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LH0058'AT GRAND ISLAND.
 LH0058'AT GRAND ISLAND, AT THE OLD CENTRAL AIRPORT (NOW ABANDONED),
 LH0058'103 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST GRAVEL STREET,
 LH0058'59.1 FEET NORTH OF THE CENTER OF A FIRE HYDRANT, 45 FEET EAST
 LH0058'OF THE CENTER LINE OF A NORTH-SOUTH GRAVEL STREET, 32.6 FEET
 LH0058'SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD CONCRETE FOUNDATION
 LH0058'OF A HANGAR AT THE SOUTHWEST CORNER OF THE OLD AIRFIELD, 2 FEET
 LH0058'SOUTH OF A REFERENCE POST, 1.7 FEET EAST OF A FENCE, SET IN
 LH0058'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LH0058
 LH0058                          STATION RECOVERY (1949)
 LH0058
 LH0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 LH0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5004 ***********************************************************************
 DG5004  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5004  DESIGNATION -  GRAND ISLAND CORS ARP
 DG5004  CORS_ID     -  NEGI
 DG5004  PID         -  DG5004
 DG5004  STATE/COUNTY-  NE/HALL
 DG5004  USGS QUAD   -  GRAND ISLAND (1993)
 DG5004
 DG5004                         *CURRENT SURVEY CONTROL
 DG5004  ___________________________________________________________________
 DG5004* NAD 83(CORS)-  40 55 20.11230(N)    098 19 41.35051(W)     ADJUSTED  
 DG5004* NAVD 88     -                                                        
 DG5004  ___________________________________________________________________
 DG5004  EPOCH DATE  -        2002.00
 DG5004  X           -    -699,105.153 (meters)                     COMP
 DG5004  Y           -  -4,775,762.595 (meters)                     COMP
 DG5004  Z           -   4,156,258.616 (meters)                     COMP
 DG5004  ELLIP HEIGHT-         542.60  (meters)          (04/??/04) GPS OBS
 DG5004  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 DG5004
 DG5004  HORZ ORDER  -  SPECIAL (CORS)
 DG5004  ELLP ORDER  -  SPECIAL (CORS)
 DG5004
 DG5004.ITRF positions are available for this station.
 DG5004.The coordinates were established by GPS observations
 DG5004.and adjusted by the National Geodetic Survey in April 2004..
 DG5004.The coordinates are valid at the epoch date displayed above.
 DG5004.The epoch date for horizontal control is a decimal equivalence
 DG5004.of Year/Month/Day.
 DG5004
 DG5004
 DG5004.The PID for the CORS L1 Phase Center is DG5005.
 DG5004
 DG5004.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5004
 DG5004.The ellipsoidal height was determined by GPS observations
 DG5004.and is referenced to NAD 83.
 DG5004
 DG5004.The geoid height was determined by GEOID03.
 DG5004
 DG5004;                    North         East     Units Scale Factor Converg.
 DG5004;SPC NE       -   122,260.613   640,776.720   MT  0.99971011   +1 06 28.5
 DG5004
 DG5004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5004!SPC NE       -   0.99991489  x   0.99971011  =   0.99962503
 DG5004
 DG5004                          SUPERSEDED SURVEY CONTROL
 DG5004
 DG5004.No superseded survey control is available for this station.
 DG5004
 DG5004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5657030344(NAD 83)
 DG5004_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5004
 DG5004                          STATION DESCRIPTION
 DG5004
 DG5004'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5004'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5004'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5004'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5004'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5004'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5005 ***********************************************************************
 DG5005  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5005  DESIGNATION -  GRAND ISLAND CORS L1 PHASE CENTER
 DG5005  CORS_ID     -  NEGI
 DG5005  PID         -  DG5005
 DG5005  STATE/COUNTY-  NE/HALL
 DG5005  USGS QUAD   -  GRAND ISLAND (1993)
 DG5005
 DG5005                         *CURRENT SURVEY CONTROL
 DG5005  ___________________________________________________________________
 DG5005* NAD 83(CORS)-  40 55 20.11234(N)    098 19 41.35049(W)     ADJUSTED  
 DG5005* NAVD 88     -                                                        
 DG5005  ___________________________________________________________________
 DG5005  EPOCH DATE  -        2002.00
 DG5005  X           -    -699,105.161 (meters)                     COMP
 DG5005  Y           -  -4,775,762.647 (meters)                     COMP
 DG5005  Z           -   4,156,258.663 (meters)                     COMP
 DG5005  ELLIP HEIGHT-         542.67  (meters)          (04/??/04) GPS OBS
 DG5005  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 DG5005
 DG5005  HORZ ORDER  -  SPECIAL (CORS)
 DG5005  ELLP ORDER  -  SPECIAL (CORS)
 DG5005
 DG5005.ITRF positions are available for this station.
 DG5005.The coordinates were established by GPS observations
 DG5005.and adjusted by the National Geodetic Survey in April 2004..
 DG5005.The coordinates are valid at the epoch date displayed above.
 DG5005.The epoch date for horizontal control is a decimal equivalence
 DG5005.of Year/Month/Day.
 DG5005
 DG5005
 DG5005.The PID for the CORS ARP is DG5004.
 DG5005
 DG5005.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5005
 DG5005.The ellipsoidal height was determined by GPS observations
 DG5005.and is referenced to NAD 83.
 DG5005
 DG5005.The geoid height was determined by GEOID03.
 DG5005
 DG5005;                    North         East     Units Scale Factor Converg.
 DG5005;SPC NE       -   122,260.614   640,776.720   MT  0.99971011   +1 06 28.5
 DG5005
 DG5005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5005!SPC NE       -   0.99991488  x   0.99971011  =   0.99962502
 DG5005
 DG5005                          SUPERSEDED SURVEY CONTROL
 DG5005
 DG5005.No superseded survey control is available for this station.
 DG5005
 DG5005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5657030344(NAD 83)
 DG5005_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5005
 DG5005                          STATION DESCRIPTION
 DG5005
 DG5005'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5005'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5005'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5005'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5005'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5005'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4408 ***********************************************************************
 AJ4408  DESIGNATION -  GRAND ISLAND GPS BASE STA ARP
 AJ4408  PID         -  AJ4408
 AJ4408  STATE/COUNTY-  NE/HALL
 AJ4408  USGS QUAD   -  GRAND ISLAND (1993)
 AJ4408
 AJ4408                         *CURRENT SURVEY CONTROL
 AJ4408  ___________________________________________________________________
 AJ4408* NAD 83(1995)-  40 55 20.11220(N)    098 19 41.35074(W)     ADJUSTED  
 AJ4408* NAVD 88     -       567.7    (meters)    1863.     (feet)  GPS OBS   
 AJ4408  ___________________________________________________________________
 AJ4408  X           -    -699,105.160 (meters)                     COMP
 AJ4408  Y           -  -4,775,762.604 (meters)                     COMP
 AJ4408  Z           -   4,156,258.620 (meters)                     COMP
 AJ4408  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 AJ4408  ELLIP HEIGHT-         542.61  (meters)          (07/10/01) GPS OBS
 AJ4408  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AJ4408
 AJ4408  HORZ ORDER  -  A
 AJ4408  ELLP ORDER  -  FOURTH    CLASS I
 AJ4408
 AJ4408.The horizontal coordinates were established by GPS observations
 AJ4408.and adjusted by the National Geodetic Survey in July 2001..
 AJ4408
 AJ4408.The orthometric height was determined by GPS observations and a
 AJ4408.high-resolution geoid model.
 AJ4408
 AJ4408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4408
 AJ4408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4408
 AJ4408.The ellipsoidal height was determined by GPS observations
 AJ4408.and is referenced to NAD 83.
 AJ4408
 AJ4408.The geoid height was determined by GEOID03.
 AJ4408
 AJ4408;                    North         East     Units Scale Factor Converg.
 AJ4408;SPC NE       -   122,260.610   640,776.714   MT  0.99971011   +1 06 28.5
 AJ4408;UTM  14      - 4,530,343.768   556,569.892   MT  0.99963939   +0 26 24.3
 AJ4408
 AJ4408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4408!SPC NE       -   0.99991489  x   0.99971011  =   0.99962503
 AJ4408!UTM  14      -   0.99991489  x   0.99963939  =   0.99955431
 AJ4408
 AJ4408                          SUPERSEDED SURVEY CONTROL
 AJ4408
 AJ4408.No superseded survey control is available for this station.
 AJ4408
 AJ4408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5657030344(NAD 83)
 AJ4408_MARKER: Z = SEE DESCRIPTION
 AJ4408_SETTING: 0 = UNSPECIFIED SETTING
 AJ4408_MARK LOGO: NONE  
 AJ4408_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4408+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ4408
 AJ4408  HISTORY     - Date     Condition        Report By
 AJ4408  HISTORY     - 1997     MONUMENTED       NEGS
 AJ4408
 AJ4408                          STATION DESCRIPTION
 AJ4408
 AJ4408'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1997
 AJ4408'THE STATION IS A GPS BASE STATION ANTENNA REFERENCE POINT.  THE
 AJ4408'STATION IS MAINTAINED BY THE GRAND ISLAND, NEBRASKA UTILITIES
 AJ4408'DEPARTMENT AND THE NEBRASKA STATE SURVEYORS OFFICE.  THE STATION IS
 AJ4408'LOCATED IN THE CITY OF GRAND ISLAND, NEBRASKA.  INQUIRIES REGARDING
 AJ4408'STATION DATA MANAGEMENT MATTERS SHOULD BE DIRECTED TO MR.  STEVE COBB
 AJ4408'AT THE NEBRASKA STATE SURVEYORS OFFICE IN LINCOLN, NEBRASKA. FOR
 AJ4408'FURTHER INFORMATION GO TO WWW.SSO.STATE.NE.US.  FOR ON SITE MATTERS
 AJ4408'RELATED TO THE STATION CONTACT MR.  TOM BARNES AT THE UTILITY
 AJ4408'DEPARTMENT AT 308-385-5463, VOICE OR 308-385-5449, FAX.  THE STATION
 AJ4408'MAY BECOME A PART OF THE COOP CORS NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1139 ***********************************************************************
 LH1139  DESIGNATION -  GRAND RESET
 LH1139  PID         -  LH1139
 LH1139  STATE/COUNTY-  NE/HALL
 LH1139  USGS QUAD   -  GRAND ISLAND (1993)
 LH1139
 LH1139                         *CURRENT SURVEY CONTROL
 LH1139  ___________________________________________________________________
 LH1139* NAD 83(1995)-  40 54 55.66232(N)    098 22 09.42288(W)     ADJUSTED  
 LH1139* NAVD 88     -       570.53   (+/-2cm)    1871.8    (feet)  VERTCON   
 LH1139  ___________________________________________________________________
 LH1139  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 LH1139  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 LH1139
 LH1139  HORZ ORDER  -  SECOND
 LH1139  VERT ORDER  -  THIRD ? (See Below)
 LH1139
 LH1139.The horizontal coordinates were established by classical geodetic methods
 LH1139.and adjusted by the National Geodetic Survey in August 1997..
 LH1139
 LH1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1139.The vertical order pertains to the NGVD 29 superseded value.
 LH1139
 LH1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1139
 LH1139.The geoid height was determined by GEOID03.
 LH1139
 LH1139;                    North         East     Units Scale Factor Converg.
 LH1139;SPC NE       -   121,440.587   637,327.931   MT  0.99971131   +1 04 50.4
 LH1139;UTM  14      - 4,529,564.048   553,112.041   MT  0.99963472   +0 24 47.1
 LH1139
 LH1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1139!SPC NE       -   0.99991444  x   0.99971131  =   0.99962578
 LH1139!UTM  14      -   0.99991444  x   0.99963472  =   0.99954919
 LH1139
 LH1139:                Primary Azimuth Mark                     Grid Az
 LH1139:SPC NE       -  GRAND IS VETERANS HOSP STACK             020 03 17.3
 LH1139:UTM  14      -  GRAND IS VETERANS HOSP STACK             020 43 20.6
 LH1139
 LH1139|---------------------------------------------------------------------|
 LH1139| PID    Reference Object                     Distance      Geod. Az  |
 LH1139|                                                           dddmmss.s |
 LH1139| LH1132 GRAND IS VETERANS HOSP STACK        APPROX. 3.2 KM 0210807.7 |
 LH1139| CN8650 GRAND RM 3                           49.103 METERS 03438     |
 LH1139| CN8651 GRAND RM 4                           14.155 METERS 05328     |
 LH1139| CN8652 GRAND A PT                           80.496 METERS 05622     |
 LH1139| LH1137 GRAND IS CONSUM COOP PWR STACK      APPROX. 2.7 KM 0593039.9 |
 LH1139| CN8648 GRAND RM 1                           25.778 METERS 06113     |
 LH1139| LH1134 GRAND IS HALL CO CTHSE              APPROX. 2.7 KM 0703120.9 |
 LH1139| LH1141 GRAND IS ST MARYS CATHEDRAL         APPROX. 2.3 KM 0743856.8 |
 LH1139| LH1099 PHILLIPS MUNICIPAL TANK             APPROX.13.2 KM 0992342.5 |
 LH1139| LH1138 RIVERSIDE POWER PLANT STACK         APPROX. 9.4 KM 1004005.6 |
 LH1139| LH1143 DONIPHAN MUNICIPAL TANK             APPROX.15.8 KM 1801455.2 |
 LH1139| CN8649 GRAND RM 2                           24.967 METERS 22520     |
 LH1139| CN8646 GRAND AZ MK                                        2281430.3 |
 LH1139| CN8647 GRAND AZ MK ECC                                    2282901.8 |
 LH1139| LH1157 CORNHUSKER ORD PLANT WATER TK       APPROX. 9.2 KM 2735403.4 |
 LH1139| LH1156 GRAND IS NEBR ST PATROL MAST        APPROX. 1.1 KM 3114133.4 |
 LH1139|---------------------------------------------------------------------|
 LH1139
 LH1139                          SUPERSEDED SURVEY CONTROL
 LH1139
 LH1139  NAD 83(1986)-  40 54 55.66970(N)    098 22 09.42480(W) AD(       ) 2
 LH1139  NAD 27      -  40 54 55.62900(N)    098 22 08.20100(W) AD(       ) 2
 LH1139  NGVD 29 (07/19/86)  570.28   (m)         1871.0    (f) LEVELING    3  
 LH1139
 LH1139.Superseded values are not recommended for survey control.
 LH1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1139.See file dsdata.txt to determine how the superseded data were derived.
 LH1139
 LH1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5311229564(NAD 83)
 LH1139_MARKER: DS = TRIANGULATION STATION DISK
 LH1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1139
 LH1139  HISTORY     - Date     Condition        Report By
 LH1139  HISTORY     - 1973     MONUMENTED       NGS
 LH1139
 LH1139                          STATION DESCRIPTION
 LH1139
 LH1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LH1139'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED
 LH1139'AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK, REFERENCE
 LH1139'MARK 1 AND REFERENCE MARK 2 WERE REPORTED DESTROYED AND WERE NOT
 LH1139'FOUND THIS DATE.  A NEW SURFACE STATION MARK WAS SET OVER THE
 LH1139'UNDERGROUND STATION MARK AND REFERENCE MARKS 3 AND 4 WERE
 LH1139'ESTABLISHED THIS DATE.
 LH1139'
 LH1139'FOLLOWING IS A NEW COMPLETE DESCRIPTION-
 LH1139'
 LH1139'THE STATION IS LOCATED IN THE SOUTHWEST PART OF GRAND ISLAND, JUST
 LH1139'WEST OF THE OVERPASS WHERE US HIGHWAY 30 CROSSES THE UNION PACIFIC
 LH1139'RAILROAD.
 LH1139'
 LH1139'TO REACH THE STATION FROM THE FEDERAL BUILDING IN GRAND ISLAND, GO
 LH1139'SOUTHWESTERLY ON US HIGHWAY 30 FOR 1.7 MILES TO THE STATION ON THE
 LH1139'LEFT, ABOUT 180 FEET SOUTH-SOUTHEAST OF THE MEDIAN OF HIGHWAY 30
 LH1139'AND BETWEEN THE SOUTHWEST END OF VIADUCT AND A CROSSROAD.
 LH1139'
 LH1139'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED GRAND 1950 1973,
 LH1139'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LH1139'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 100 FEET
 LH1139'NORTHEAST OF A POWER POLE WITH LIGHT, ABOUT 80 FEET NORTH OF
 LH1139'STORAGE TANKS, 49.5 FEET SOUTHWEST OF A DEAD END POWER POLE WITH
 LH1139'3 TRANSFORMERS NEAR TOP, 5.8 FEET NORTHWEST OF A METAL WITNESS
 LH1139'POST, 2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND ON THE
 LH1139'SOUTH BANK OF A DRAINAGE DITCH.  THE UNDERGROUND DISK IS
 LH1139'STAMPED GRAND 1950 AND IS ABOUT 30 INCHES BELOW THE GROUND
 LH1139'SURFACE.
 LH1139'
 LH1139'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GRAND 1950 NO 3 1973,
 LH1139'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 LH1139'FLUSH WITH THE GROUND SURFACE.  IT IS 165 FEET WEST-SOUTHWEST OF A
 LH1139'GRANITE LIGHT POLE AT THE SOUTHWEST END OF THE VIADUCT, 143 FEET
 LH1139'WEST-SOUTHWEST OF THE SOUTHWEST GUARD RAIL AT THE SOUTHWEST END
 LH1139'OF VIADUCT, 45.6 FEET SOUTH-SOUTHEAST OF THE MEDIAN OF HIGHWAY 30
 LH1139'AND 3.3 FEET WEST-SOUTHWEST OF A POLE WITH LIGHT NEAR THE TOP.
 LH1139'
 LH1139'REFERENCE MARK 4 IS A STANDARD DISK STAMPED GRAND 1950 NO 4 1973,
 LH1139'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 LH1139'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND PROJECTS
 LH1139'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET NORTH OF THE
 LH1139'POWER POLE WITH THE TRANSFORMERS, 1.8 FEET SOUTHWEST OF A GUY
 LH1139'CABLE ANCHOR FOR POWER POLE AND 0.7 FOOT SOUTHWEST OF A
 LH1139'METAL WITNESS POST.
 LH1139'
 LH1139'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRAND 1950, SET IN THE
 LH1139'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 LH1139'ABOVE THE GROUND SURFACE.  IT IS 48 FEET SOUTH OF THE CENTER OF OLD
 LH1139'HIGHWAY 30, 2 FEET NORTHWEST OF A METAL WITNESS POST AND 2 FEET
 LH1139'SOUTH OF A 4 X 4 WOOD WITNESS POST.
 LH1139'
 LH1139'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ABOUT 0.05
 LH1139'MILE TO PAVED ROAD (OLD HIGHWAY 30), CONTINUE ON PAVED ROAD,
 LH1139'SOUTHWEST FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LH1139'
 LH1139'NOTE- IN 1959 WYE LEVEL ELEVATIONS WERE RUN TO STATION GRAND
 LH1139'UNDERGROUND MARK.
 LH1139'
 LH1139'THE TOP OF THE STATION GRAND 1950 1973 SURFACE DISK WAS SET PLUS
 LH1139'0.781 METERS ABOVE THE TOP OF THE UNDERGROUND STATION DISK.
 LH1139'
 LH1139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT SOUTHWEST
 LH1139'PART OF GRAND ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0469 ***********************************************************************
 MN0469  DESIGNATION -  GRANDVIEW
 MN0469  PID         -  MN0469
 MN0469  STATE/COUNTY-  NE/CHEYENNE
 MN0469  USGS QUAD   -  LODGEPOLE (1972)
 MN0469
 MN0469                         *CURRENT SURVEY CONTROL
 MN0469  ___________________________________________________________________
 MN0469* NAD 83(1995)-  41 09 52.55452(N)    102 40 39.78608(W)     ADJUSTED  
 MN0469* NAVD 88     -      1236.6    (meters)    4057.     (feet)  VERTCON   
 MN0469  ___________________________________________________________________
 MN0469  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 MN0469  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 MN0469
 MN0469  HORZ ORDER  -  SECOND
 MN0469
 MN0469.The horizontal coordinates were established by classical geodetic methods
 MN0469.and adjusted by the National Geodetic Survey in August 1997..
 MN0469
 MN0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0469
 MN0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0469
 MN0469.The geoid height was determined by GEOID03.
 MN0469
 MN0469;                    North         East     Units Scale Factor Converg.
 MN0469;SPC NE       -   151,283.395   275,379.738   MT  0.99967623   -1 46 28.3
 MN0469;UTM  13      - 4,559,628.969   694,827.985   MT  1.00006718   +1 31 44.6
 MN0469
 MN0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0469!SPC NE       -   0.99980919  x   0.99967623  =   0.99948548
 MN0469!UTM  13      -   0.99980919  x   1.00006718  =   0.99987636
 MN0469
 MN0469|---------------------------------------------------------------------|
 MN0469| PID    Reference Object                     Distance      Geod. Az  |
 MN0469|                                                           dddmmss.s |
 MN0469| CP8127 GRANDVIEW RM 1                       15.536 METERS 01038     |
 MN0469| CP8128 GRANDVIEW RM 2                       14.210 METERS 07942     |
 MN0469| MN0470 LODGEPOLE MUNICIPAL TANK            APPROX. 3.4 KM 1112352.0 |
 MN0469| MN0471 AIRPORT BCN LODGEPOLE MUN APT       APPROX. 4.1 KM 1162603.4 |
 MN0469| MN0461 LODGEPOLE COMMUNITY TV MAST         APPROX. 8.1 KM 1372224.3 |
 MN0469| CP8126 GRANDVIEW AZ MK                                    2274142.0 |
 MN0469|---------------------------------------------------------------------|
 MN0469
 MN0469                          SUPERSEDED SURVEY CONTROL
 MN0469
 MN0469  NAD 83(1995)-  41 09 52.55443(N)    102 40 39.78636(W) AD(       ) 2
 MN0469  NAD 83(1986)-  41 09 52.55057(N)    102 40 39.78716(W) AD(       ) 2
 MN0469  NAD 27      -  41 09 52.60250(N)    102 40 38.08820(W) AD(       ) 2
 MN0469  NGVD 29 (07/19/86) 1236.1    (m)         4055.     (f) VERT ANG       
 MN0469
 MN0469.Superseded values are not recommended for survey control.
 MN0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0469.See file dsdata.txt to determine how the superseded data were derived.
 MN0469
 MN0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9482859629(NAD 83)
 MN0469_MARKER: DS = TRIANGULATION STATION DISK
 MN0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0469_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0469
 MN0469  HISTORY     - Date     Condition        Report By
 MN0469  HISTORY     - 1963     MONUMENTED       CGS
 MN0469
 MN0469                          STATION DESCRIPTION
 MN0469
 MN0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0469'THE STATION IS LOCATED 4-1/2 MILES EAST-NORTHEAST OF SUNOL,
 MN0469'2-1/2 MILES WEST-NORTHWEST OF LODGEPOLE, AND 1 MILE NORTH
 MN0469'OF LODGEPOLE CREEK.  IT IS IN PASTURE LAND ON THE HIGH GROUND
 MN0469'ON THE NORTH SIDE OF LODGEPOLE CREEK VALLEY, AND ON LAND
 MN0469'OWNED AT PRESENT BY MR. FRED LEHNKIHL.
 MN0469'
 MN0469'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE, GO
 MN0469'WEST ON U.S. HIGHWAY 30 FOR 2.8 MILES TO A CROSSROAD.  TURN
 MN0469'RIGHT AND GO NORTH 0.1 MILE TO A CATTLEGUARD.  CONTINUE
 MN0469'NORTH 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 MN0469'NORTH ON BLADED ROAD, UPHILL, 0.7 MILE TO A SECOND CATTLEGUARD.
 MN0469'TURN RIGHT AND GO EAST AND SOUTH ALONG THE SOUTH EDGE OF
 MN0469'CULTIVATION ON TRACK ROAD 0.5 MILE TO STATION ACROSS FENCE
 MN0469'ON RIGHT.  PROCEED EAST 0.2 MILE TO CATTLEGUARD.  CROSS
 MN0469'CATTLEGUARD THEN DOUBLE BACK THROUGH WIRE GATE AND GO WEST ON
 MN0469'SOUTH SIDE OF FENCE 0.2 MILE TO TOP OF HILL TO DRIVE TO
 MN0469'STATION.
 MN0469'
 MN0469'THE STATION MARK IS A STANDARD DISK STAMPED GRANDVIEW 1963
 MN0469'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH
 MN0469'THE SURFACE OF THE GROUND.
 MN0469'
 MN0469'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GRANDVIEW
 MN0469'NO 1 1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET
 MN0469'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 15 INCHES
 MN0469'LOWER THAN THE STATION MARK.
 MN0469'
 MN0469'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GRANDVIEW
 MN0469'NO 2 1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET
 MN0469'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 1 FOOT
 MN0469'LOWER THAN THE STATION MARK.
 MN0469'
 MN0469'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRANDVIEW 1963
 MN0469'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH
 MN0469'THE SURFACE OF THE GROUND.  IT IS 30.5 FEET EAST OF THE
 MN0469'CENTER OF THE BLADED ROAD AND 3.6 FEET NORTH OF A METAL
 MN0469'WITNESS POST.
 MN0469'
 MN0469'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 55.445 FT. OR
 MN0469'16.900 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0751 ***********************************************************************
 NN0751  DESIGNATION -  GRANT
 NN0751  PID         -  NN0751
 NN0751  STATE/COUNTY-  NE/LOUP
 NN0751  USGS QUAD   -  STONEHOUSE RANCH (1981)
 NN0751
 NN0751                         *CURRENT SURVEY CONTROL
 NN0751  ___________________________________________________________________
 NN0751* NAD 83(1995)-  42 02 39.53513(N)    099 17 48.86786(W)     ADJUSTED  
 NN0751* NAVD 88     -       764.     (meters)    2507.     (feet)  SCALED    
 NN0751  ___________________________________________________________________
 NN0751  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 NN0751  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 NN0751
 NN0751  HORZ ORDER  -  FIRST
 NN0751
 NN0751.The horizontal coordinates were established by classical geodetic methods
 NN0751.and adjusted by the National Geodetic Survey in August 1997..
 NN0751
 NN0751.The orthometric height was scaled from a topographic map.
 NN0751
 NN0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0751
 NN0751.The geoid height was determined by GEOID03.
 NN0751
 NN0751;                    North         East     Units Scale Factor Converg.
 NN0751;SPC NE       -   245,715.396   558,193.347   MT  0.99970270   +0 27 57.4
 NN0751;UTM  14      - 4,654,739.160   475,427.864   MT  0.99960743   -0 11 55.8
 NN0751
 NN0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0751!SPC NE       -   0.99988376  x   0.99970270  =   0.99958649
 NN0751!UTM  14      -   0.99988376  x   0.99960743  =   0.99949123
 NN0751
 NN0751|---------------------------------------------------------------------|
 NN0751| PID    Reference Object                     Distance      Geod. Az  |
 NN0751|                                                           dddmmss.s |
 NN0751| CO3177 GRANT RM 1                            5.315 METERS 07507     |
 NN0751| CO3178 GRANT RM 2                            5.597 METERS 32221     |
 NN0751| CO3176 GRANT AZ MK                                        3262543.1 |
 NN0751|---------------------------------------------------------------------|
 NN0751
 NN0751                          SUPERSEDED SURVEY CONTROL
 NN0751
 NN0751  NAD 83(1986)-  42 02 39.53931(N)    099 17 48.87850(W) AD(       ) 1
 NN0751  NAD 27      -  42 02 39.52700(N)    099 17 47.48500(W) AD(       ) 1
 NN0751
 NN0751.Superseded values are not recommended for survey control.
 NN0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0751.See file dsdata.txt to determine how the superseded data were derived.
 NN0751
 NN0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM7542854739(NAD 83)
 NN0751_MARKER: DS = TRIANGULATION STATION DISK
 NN0751_SETTING: 0 = UNSPECIFIED SETTING
 NN0751
 NN0751  HISTORY     - Date     Condition        Report By
 NN0751  HISTORY     - 1949     MONUMENTED       CGS
 NN0751  HISTORY     - 1973     GOOD             NGS
 NN0751  HISTORY     - 1974     SEE DESCRIPTION  USGS
 NN0751
 NN0751                          STATION DESCRIPTION
 NN0751
 NN0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0751'THE STATION IS LOCATED ABOUT 19.0 MILES NORTH AND 4-1/2 MILES
 NN0751'EAST OF TAYLOR, 9.0 MILES EAST AND 7-1/2 MILES SOUTH OF ROSE
 NN0751'POST OFFICE AND ABOUT 1-1/4 MILES EAST AND 1/2 MILE SOUTH OF
 NN0751'THE GRANT SCHOOL HOUSE ON THE HIGHEST POINT OF A PROMINENT
 NN0751'SAND HILL AND ABOUT THE HIGHEST ONE IN THE IMMEDIATE VICINITY.
 NN0751'IT IS ABOUT 200 FEET SOUTH OF AN EAST-WEST FENCE LINE THAT
 NN0751'CROSSES THE HILL TO THE NORTH AND ABOUT 10 FEET NORTH OF THE
 NN0751'HIGHEST POINT.  THE DISK IS SET IN CONCRETE IN THE TOP OF A
 NN0751'4 INCH GALVANIZED IRON PIPE.  IT IS STAMPED GRANT 1949 AND
 NN0751'PROJECTS 6 INCHES.
 NN0751'
 NN0751'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION AND ABOUT
 NN0751'4 FEET LOWER IN ELEVATION THAN STATION MARK.  THE DISK IS
 NN0751'SET IN CONCRETE IN THE TOP OF A 4 INCH GALVANIZED IRON PIPE.
 NN0751'IT IS STAMPED GRANT NO 1 1949 AND PROJECTS 6 INCHES.
 NN0751'
 NN0751'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND ABOUT
 NN0751'ON THE SAME ELEVATION AS THE STATION.  THE DISK IS SET IN
 NN0751'CONCRETE IN THE TOP OF A GALVANIZED IRON PIPE.  IT IS STAMPED
 NN0751'GRANT NO 2 1949 AND PROJECTS 6 INCHES.
 NN0751'
 NN0751'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHWEST OF THE STATION,
 NN0751'75 FEET SOUTH OF THE SOUTH END OF WIRE GATE INTO THE PASTURE
 NN0751'AND 1 FOOT EAST OF FENCE LINE.  THE DISK IS SET IN CONCRETE
 NN0751'IN THE TOP OF A 4 INCH GALVANIZED IRON PIPE.  IT IS STAMPED
 NN0751'GRANT 1949 AND PROJECTS 6 INCHES.
 NN0751'
 NN0751'TO REACH THE STATION FROM THE POST OFFICE IN TAYLOR, GO NORTH
 NN0751'ON U.S. HIGHWAY 183 FOR 21.25 MILES TO A T-ROAD LEFT OPPOSITE
 NN0751'A WHITE HOUSE ON THE RIGHT, CONTINUE NORTH ON HIGHWAY FOR 3.5
 NN0751'MILES TO A DRIVEWAY ON THE RIGHT LEADING TO A SMALL RANCH HOUSE
 NN0751'ABOUT 0.1 MILE EAST OF HIGHWAY, CONTINUE NORTH ON HIGHWAY FOR
 NN0751'0.7 MILE TO A WIRE GATE IN FENCE LINE ON RIGHT OPPOSITE A HIGH
 NN0751'ROUND TOPPED HILL IN PASTURE ON THE LEFT, TURN RIGHT THROUGH
 NN0751'GATE AND FOLLOW TRACK ROAD EAST FOR 0.8 MILE TO WINDMILL ON
 NN0751'RIGHT, CONTINUE EAST ON MAIN TRACK ROAD FOR 2.9 MILES PASSING
 NN0751'WINDMILL TO THE LEFT TO A WIRE GATE, CONTINUE EAST ON MAIN
 NN0751'ROAD FOR 0.1 MILE TO WIRE GATE IN SOUTHWEST CORNER OF LOT
 NN0751'ABOUT 0.1 MILE WEST OF RANCH HOUSE, PASS THROUGH GATE AND
 NN0751'FOLLOW TRACK ROAD NORTH FOR 0.2 MILE TO FORKS, BEAR RIGHT
 NN0751'AND CONTINUE EASTERLY FOR 0.4 MILE TO FORKS, BEAR LEFT AND
 NN0751'FOLLOW TRACK ROAD NORTHEAST FOR 0.7 MILE TO WIRE GATE IN
 NN0751'NORTHEAST CORNER OF PASTURE, PASS THROUGH GATE AND GO EAST
 NN0751'ALONG SOUTH SIDE OF FENCE LINE FOR 0.3 MILE TO WIRE GATE, PASS
 NN0751'THROUGH GATE AND FOLLOW MAIN TRACK ROAD EAST DOWN LANE FOR 0.9 MILE
 NN0751'TO DRIVEWAY RIGHT, TURN RIGHT INTO DRIVEWAY PASSING EAST OF FARM
 NN0751'HOUSE TO THE SOUTHWEST CORNER OF BARN AND WIRE GATE, PASS THROUGH
 NN0751'GATE AND GO SOUTH ACROSS LOT FOR 0.1 MILE TO WIRE GATE, PASS
 NN0751'THROUGH GATE AND TURN LEFT AND FOLLOW TRACK ROAD EAST AND
 NN0751'SOUTHEAST ACROSS PASTURE FOR 0.5 MILE TO WIRE GATE, PASS
 NN0751'THROUGH GATE AND CONTINUE SOUTHEAST AND SOUTH FOR 0.75
 NN0751'MILE TO FORKS, BEAR RIGHT AND GO SOUTH ALONG EAST SIDE
 NN0751'OF FENC LINE FOR 0.4 MILE TO CATTLE GUARD, CROSS CATTLE
 NN0751'GUARD AND FOLLOW MAIN TRACK ROAD SOUTHEAST ACROSS SECTION FOR
 NN0751'0.75 MILE TO WIRE GATE, PASS THROUGH GATE AND CONTINUE SOUTHEAST
 NN0751'AND SOUTH ON MAIN TRACK ROAD FOR 0.75 MILE TO DIM FORKS,
 NN0751'BEAR LEFT PASSING TO THE NORTH OF SMALL SCHOOL HOUSE FOR 0.15
 NN0751'MILE (STATION IS VISIBLE FROM THIS POINT.  IT IS ABOUT 1.5
 NN0751'MILES EAST-SOUTHEAST ON HIGHEST POINT OF SAND HILL), PASS
 NN0751'THROUGH GATE AND GO EAST UP VALLEY FOR ABOUT 0.8 MILE, CROSS
 NN0751'OVER SMALL RIDGE AND CONTINUE EAST UP VALLEY FOR ABOUT 0.4
 NN0751'MILE TO WIRE GATE IN FENCE LINE, (AZIMUTH MARK IS ABOUT 75
 NN0751'FEET SOUTH OF THE SOUTH END OF GATE AS DESCRIBED) PASS THROUGH
 NN0751'GATE AND BEAR SOUTHEAST ACROSS PASTURE FOR ABOUT 0.3 MILE
 NN0751'TO EAST-WEST FENCE LINE AND END OF TRUCK TRAVEL.  FROM THIS
 NN0751'POINT STATION IS ABOUT 200 FEET SOUTHEAST ON THE HIGHEST POINT
 NN0751'AS DESCRIBED.
 NN0751'
 NN0751'A 4 FOOT SIGNAL AT STATION LOUP IS VISIBLE AT 4 FEET
 NN0751'
 NN0751'A 4 FOOT SIGNAL AT STATION ROSE HILL IS VISIBLE AT 4 FEET
 NN0751'
 NN0751'A 47 FOOT SIGNAL AT STATION JOSIE IS VISIBLE AT 4 FEET
 NN0751'
 NN0751'A 4 FOOT SIGNAL AT STATION KOLA IS VISIBLE AT 4 FEET
 NN0751'
 NN0751'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET
 NN0751'
 NN0751'A 4 FOOT SIGNAL AT STATION BURWELL USGS IS VISIBLE AT 4 FEET
 NN0751'
 NN0751'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 NN0751
 NN0751                          STATION RECOVERY (1973)
 NN0751
 NN0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 NN0751'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 NN0751'THE AZIMUTH MARK WAS NOT FOUND BECAUSE OF A NEW ROUTE TO THE
 NN0751'STATION.  THE STATION MARK WAS FOUND BADLY ERODED AND NOW
 NN0751'ABOUT 2 FEET NORTHEAST OF THE EDGE OF A SANDY BLUFF.  IT COULD
 NN0751'NOT BE OCCUPIED.  REFERENCE MARK 2 WAS FOUND PROJECTING 3 FEET
 NN0751'OUT OF GROUND AND WAS RESET IN A SAFER LOCATION.  REFERENCE MARK
 NN0751'1 WAS RECOVERED IN GOOD CONDITION AND MEASURED 0.095 METER
 NN0751'SHORTER BECAUSE A HORIZONTAL MEASUREMENT WAS MADE.  A NEW
 NN0751'STATION GRANT 2 WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 NN0751'FOLLOWS--
 NN0751'
 NN0751'THE STATION IS LOCATED ABOUT 19.5 MILES NORTH OF TAYLOR, 12.5
 NN0751'MILES SOUTH-SOUTHEAST OF ROSE, AND 5 MILES WEST-SOUTHWEST OF
 NN0751'BATES.  IT IS 1.5 MILES EAST-NORTHEAST OF A LARGE CIRCULAR
 NN0751'FIELD WITH ROTATING IRRIGATION SYSTEM.  IT IS ON PROPERTY OF
 NN0751'STONE HOUSE CATTLE CO., MR. MARTIN ARMSTRONG, RANCH MANAGER.
 NN0751'
 NN0751'TO REACH THE STATION FROM THE POST OFFICE ON THE NORTHEAST
 NN0751'CORNER OF THE SQUARE IN TAYLOR GO NORTH ON U.S. HIGHWAY 183
 NN0751'FOR 11.6 MILES TO A GRAVELED SIDE ROAD RIGHT, VALLEY VIEW ROAD.
 NN0751'TURN RIGHT AND GO EAST AND SOUTHEAST ON VALLEY VIEW ROAD 4.6
 NN0751'MILES TO A T INTERSECTION.  TURN LEFT AND GO NORTH 0.5 MILE
 NN0751'TO A FORK ON A CURVE.  TAKE LEFT FORK AND GO WEST THEN NORTH
 NN0751'6.8 MILES ON MAIN TRAVELED ROAD TO HEADQUARTERS OF STONE HOUSE
 NN0751'CATTLE CO. RANCH.  BEAR RIGHT AND CONTINUE NORTH ON DIRT RANCH
 NN0751'ROAD 2.25 MILES TO END OF FENCE LINE ON RIGHT AND IRRIGATED
 NN0751'FIELD ON LEFT.  TURN RIGHT AROUND END OF FENCE AND GO
 NN0751'NORTHEASTERLY ON TRACKS 0.1 MILE TO A SHALLOW DRAW LEADING NORTH
 NN0751'OVER A LOW RIDGE.  TURN LEFT AND GO NORTH THROUGH DRAW 0.1
 NN0751'MILE TO DIM TRACKS LEADING EAST-NORTHEAST IN GRASSY
 NN0751'VALLEY.  TURN RIGHT AND FOLLOW DIM TRACKS EAST-NORTHEAST
 NN0751'0.4 MILE TO WINDMILL AND WATER TANK.  CONTINUE EAST ON DIM
 NN0751'TRACKS 0.1 MILE TO A DRAW LEADING NORTH THROUGH RIDGE ON
 NN0751'LEFT.  TURN LEFT AND GO NORTH INTO DRAW TO SUMMIT.  (FROM
 NN0751'THIS POINT THE STATION HILL IS VISIBLE AT A MAGNETIC
 NN0751'BEARING OF 14 DEG.) CONTINUE NORTH ACROSS PASTURE 0.35 MILE TO
 NN0751'SOUTH BASE OF HILL.  WITH 4-WHEEL-DRIVE VEHICLE IT IS
 NN0751'POSSIBLE TO CLIMB ABOUT 0.1 MILE FURTHER TO END OF TRUCK
 NN0751'TRAVEL.  PACK NORTH ABOUT 150 FEET TO SUMMIT AND STATION.
 NN0751'
 NN0751'THE STATION MARK IS A STANDARD DISK STAMPED GRANT 1949 SET IN
 NN0751'CEMENT IN A 4-INCH IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
 NN0751'
 NN0751'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GRANT NO 1 1949
 NN0751'SET IN CEMENT IN A 4-INCH IRON PIPE PROJECTING 3 INCHES ABOVE
 NN0751'GROUND.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 NN0751'
 NN0751'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GRANT NO 2 1949
 NN0751'1972 SET IN CEMENT IN A 4-INCH IRON PIPE PROJECTING 3 INCHES
 NN0751'ABOVE GROUND.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 NN0751'
 NN0751'GRANT 2 IS A STANDARD TRIANGULATION STATION DISK STAMPED
 NN0751'GRANT 2 1972 SET IN CEMENT IN THE TOP OF A 4-INCH ORANGEBURG
 NN0751'PIPE PROJECTING 10 INCHES ABOVE GROUND.  IT IS ABOUT 1 FOOT
 NN0751'LOWER THAN THE STATION.
 NN0751'
 NN0751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 NN0751'WEST-SOUTHWEST OF BATES.
 NN0751
 NN0751                          STATION RECOVERY (1974)
 NN0751
 NN0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 NN0751'STA. MK. GRANT WAS FOUND APPARENTLY UNDISTURBED BUT IN A
 NN0751'PRECARIOUS CONDITION AT THE TOP OF A STEEPLY ERODED SAND BLUFF.
 NN0751'STA. MK. GRANT 2 WAS ESTABLISHED SE OF GRANT IN 1972 AND WAS
 NN0751'FOUND IN GOOD CONDITION.  REF. MK. 1 WAS FOUND IN GOOD CONDITION.
 NN0751'REF. MK. 2 WAS FOUND IN GOOD CONDITION IN A RESET POSITION
 NN0751'E-SE OF STA. GRANT 2.  THE AZ. MK. WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0511 ***********************************************************************
 LJ0511  DESIGNATION -  GRANT
 LJ0511  PID         -  LJ0511
 LJ0511  STATE/COUNTY-  NE/PERKINS
 LJ0511  USGS QUAD   -  WILD HORSE SPRING (1973)
 LJ0511
 LJ0511                         *CURRENT SURVEY CONTROL
 LJ0511  ___________________________________________________________________
 LJ0511* NAD 83(1995)-  40 53 24.24640(N)    101 43 20.85374(W)     ADJUSTED  
 LJ0511* NAVD 88     -      1061.     (meters)    3481.     (feet)  SCALED    
 LJ0511  ___________________________________________________________________
 LJ0511  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 LJ0511  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 LJ0511
 LJ0511  HORZ ORDER  -  FIRST
 LJ0511
 LJ0511.The horizontal coordinates were established by classical geodetic methods
 LJ0511.and adjusted by the National Geodetic Survey in August 1997..
 LJ0511
 LJ0511.The orthometric height was scaled from a topographic map.
 LJ0511
 LJ0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0511
 LJ0511.The geoid height was determined by GEOID03.
 LJ0511
 LJ0511;                    North         East     Units Scale Factor Converg.
 LJ0511;SPC NE       -   118,771.797   354,890.881   MT  0.99971594   -1 08 29.3
 LJ0511;UTM  14      - 4,530,122.160   270,644.499   MT  1.00024750   -1 46 58.5
 LJ0511
 LJ0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0511!SPC NE       -   0.99983687  x   0.99971594  =   0.99955286
 LJ0511!UTM  14      -   0.99983687  x   1.00024750  =   1.00008433
 LJ0511
 LJ0511|---------------------------------------------------------------------|
 LJ0511| PID    Reference Object                     Distance      Geod. Az  |
 LJ0511|                                                           dddmmss.s |
 LJ0511| LJ0565 GRANT RM 1                           59.415 METERS 04707     |
 LJ0511| LJ0567 GRANT RM 3                           18.630 METERS 16856     |
 LJ0511| LJ0505 GRANT MUNICIPAL STANDPIPE           APPROX. 5.5 KM 1785603.5 |
 LJ0511| LJ0566 GRANT RM 2                           44.650 METERS 18114     |
 LJ0511| LJ0507 GRANT KELLOGG ELEV N GABLE          APPROX. 5.6 KM 1813610.8 |
 LJ0511| LJ0504 GRANT CO EXCH GRAIN ELEV N GAB      APPROX. 5.6 KM 1824308.2 |
 LJ0511| LJ0506 GRANT CATHOLIC CHURCH CROSS         APPROX. 4.8 KM 1852459.5 |
 LJ0511| LJ0547 GRANT AZ MK 2                       APPROX. 0.8 KM 2065106.2 |
 LJ0511| LJ0563 GRANT AZ MK                                        2201510.7 |
 LJ0511| LJ0509 TRINITY LUTH CH STEEPLE             APPROX. 8.0 KM 3444300.9 |
 LJ0511|---------------------------------------------------------------------|
 LJ0511
 LJ0511                          SUPERSEDED SURVEY CONTROL
 LJ0511
 LJ0511  NAD 83(1986)-  40 53 24.24746(N)    101 43 20.85490(W) AD(       ) 1
 LJ0511  NAD 27      -  40 53 24.25900(N)    101 43 19.23600(W) AD(       ) 1
 LJ0511
 LJ0511.Superseded values are not recommended for survey control.
 LJ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0511.See file dsdata.txt to determine how the superseded data were derived.
 LJ0511
 LJ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7064430122(NAD 83)
 LJ0511_MARKER: DS = TRIANGULATION STATION DISK
 LJ0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0511_SP_SET: CONCRETE POST
 LJ0511_STAMPING: GRANT 1933
 LJ0511_MARK LOGO: CGS   
 LJ0511_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0511+STABILITY: SURFACE MOTION
 LJ0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0511+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1982
 LJ0511
 LJ0511  HISTORY     - Date     Condition        Report By
 LJ0511  HISTORY     - 1933     MONUMENTED       CGS
 LJ0511  HISTORY     - 1933     GOOD             CGS
 LJ0511  HISTORY     - 1959     GOOD             USGS
 LJ0511  HISTORY     - 1960     GOOD             USGS
 LJ0511  HISTORY     - 1973     GOOD             USGS
 LJ0511  HISTORY     - 19820804 GOOD             NGS
 LJ0511
 LJ0511                          STATION DESCRIPTION
 LJ0511
 LJ0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0511'STATION IS ABOUT 3 MILES N OF GRANT ON PROMINENT SAND HILL
 LJ0511'IN SW 1/4 SEC. 25, T 11 N, R 39 W, ON LAND OWNED BY G.B.
 LJ0511'PECK.  STATION IS 0.25 MILE FROM THE W BOUNDARY OF SEC. 25.
 LJ0511'ALSO 0.25 MILE FROM STATE HIGHWAY 61 WHICH RUNS N AND S DIVIDING
 LJ0511'SECTIONS 25 AND 26.  STATION IS 0.25 MILE E OF THIS ROAD AND
 LJ0511'BOUNDARY.  ON HIGHEST POINT OF SAND HILL.  NO OTHERS WITHIN
 LJ0511'SEVERAL MILES.
 LJ0511'
 LJ0511'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0511'BRONZE DISKS SET IN CONCRETE.
 LJ0511'
 LJ0511'REFERENCE MARK NO. 1 IS NE OF STATION ON TOP OF SMALL SAND
 LJ0511'HILL.
 LJ0511'
 LJ0511'REFERENCE MARK NO. 2 IS S OF STATION ON SLOPE OF HILL.
 LJ0511'
 LJ0511'AZIMUTH MARK IS ON THE FENCE LINE ON E SIDE OF STATE HIGHWAY
 LJ0511'61 AND ABOUT 0.2 MILE N OF SW CORNER SEC. 25 AND 10 FEET
 LJ0511'N OF GATE.
 LJ0511'
 LJ0511'STATION REACHED FROM GRANT BY STATE HIGHWAY 61 N FROM POST
 LJ0511'OFFICE 3.0 MILES TO WIRE GATE ON E SIDE OF ROAD LEADING INTO
 LJ0511'PASTURE.  ENTER AND FOLLOW TRAIL NE 0.25 MILE TO TOP OF RIDGE.
 LJ0511'
 LJ0511'HEIGHT OF SIGNAL ABOVE STATION MARK - 0.66 METERS.
 LJ0511
 LJ0511                          STATION RECOVERY (1933)
 LJ0511
 LJ0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 LJ0511'RECOVERED IN GOOD CONDITION.
 LJ0511
 LJ0511                          STATION RECOVERY (1959)
 LJ0511
 LJ0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0511'REFERENCE MARK 2 IS DESTROYED.
 LJ0511
 LJ0511                          STATION RECOVERY (1960)
 LJ0511
 LJ0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LJ0511'AZIMUTH MARK FOUND IN GOOD CONDITION.  MARK IS LOCATED 3.3
 LJ0511'MILES N ALONG STATE HWY 61 FROM GRANT, 36 FEET W OF R/W FENCE,
 LJ0511'34 FEET N AND 35 E OF HIGHWAY AT FENCE WEST.  MARK IS A STANDARD
 LJ0511'REFERENCE MARK DISK STAMPED 1933, SET ON TOP OF A CONCRETE
 LJ0511'POST, AND IN DITCH DUE TO CHANGES MADE WHEN HIGHWAY WAS REBUILT.
 LJ0511
 LJ0511                          STATION RECOVERY (1973)
 LJ0511
 LJ0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JEK)
 LJ0511'STA. MK. AND R.M. 1 WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 LJ0511'R.M. 2 WAS FOUND DESTROYED.  AZ. MK. WAS NOT FOUND.
 LJ0511'
 LJ0511'DISTANCE TO R.M. 1 MISSED -0.46 FT.
 LJ0511'
 LJ0511'DIRECTION TO R.M. 1 MISSED -166.78 SECONDS IN AZIMUTH.
 LJ0511'
 LJ0511'THE OLD DESCRIPTION IS ADEQUATE.
 LJ0511
 LJ0511                          STATION RECOVERY (1982)
 LJ0511
 LJ0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LJ0511'THE SURFACE STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION. RM
 LJ0511'2 WAS FOUND DESTROYED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 LJ0511'FOUND.  REFERENCE MARK 3 AND AN AZIMUTH MARK 2 WERE ESTABLISHED.  THE
 LJ0511'DIRECTION TO RM 1 FAILED TO AGREE WITH 1934 DATA, HOWEVER, A
 LJ0511'SATISFACTORY CHECK ANGLE TO DISTANT OBJECTS WAS OBTAINED.  A NEW
 LJ0511'DESCRIPTION FOLLOWS.
 LJ0511'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTH FROM GRANT, 0.4 KM
 LJ0511'(0.2 MI) EAST OF STATE HIGHWAY 61 AND ON A PROMINENT HILL, IN
 LJ0511'PASTURELAND OWNED BY HENRY STUMPS, ROUTE 1, BOX 26, GRANT, NEBRASKA
 LJ0511'69140.  TELEPHONE 308 352 4915.
 LJ0511'TO REACH FROM THE POST OFFICE IN GRANT, GO NORTH ON HIGHWAY 61 FOR
 LJ0511'4.35 KM (2.70 MI) TO A GATE ON THE RIGHT, JUST PAST THE STUMPS HOME
 LJ0511'ON THE LEFT.  TURN RIGHT, PASSING THROUGH THE GATE, AND GO NORTHEAST
 LJ0511'ACROSS PASTURELAND, FOR 1.12 KM (0.70 MI) TO THE TOP OF THE HILL AND
 LJ0511'THE STATION.
 LJ0511'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT
 LJ0511'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.  THERE WERE NO
 LJ0511'OBJECTS FOR REFERENCE MEASUREMENTS.  THE UNDERGROUND MARK WAS NOT
 LJ0511'INSPECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0752 ***********************************************************************
 NN0752  DESIGNATION -  GRANT 2
 NN0752  PID         -  NN0752
 NN0752  STATE/COUNTY-  NE/LOUP
 NN0752  USGS QUAD   -  STONEHOUSE RANCH (1981)
 NN0752
 NN0752                         *CURRENT SURVEY CONTROL
 NN0752  ___________________________________________________________________
 NN0752* NAD 83(1995)-  42 02 39.36037(N)    099 17 48.66152(W)     ADJUSTED  
 NN0752* NAVD 88     -       764.     (meters)    2507.     (feet)  VERTCON   
 NN0752  ___________________________________________________________________
 NN0752  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 NN0752  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 NN0752
 NN0752  HORZ ORDER  -  FIRST
 NN0752
 NN0752.The horizontal coordinates were established by classical geodetic methods
 NN0752.and adjusted by the National Geodetic Survey in August 1997..
 NN0752
 NN0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0752
 NN0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0752
 NN0752.The geoid height was determined by GEOID03.
 NN0752
 NN0752;                    North         East     Units Scale Factor Converg.
 NN0752;SPC NE       -   245,710.044   558,198.135   MT  0.99970269   +0 27 57.5
 NN0752;UTM  14      - 4,654,733.754   475,432.589   MT  0.99960743   -0 11 55.7
 NN0752
 NN0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0752!SPC NE       -   0.99988376  x   0.99970269  =   0.99958648
 NN0752!UTM  14      -   0.99988376  x   0.99960743  =   0.99949123
 NN0752
 NN0752|---------------------------------------------------------------------|
 NN0752| PID    Reference Object                     Distance      Geod. Az  |
 NN0752|                                                           dddmmss.s |
 NN0752| CO3177 GRANT RM 1                            6.776 METERS 00320     |
 NN0752| CO3179 GRANT RM 2 RESET                      6.996 METERS 12140     |
 NN0752| ML1131 BURWELL                             APPROX.24.5 KM 1415546.8 |
 NN0752| NN0751 GRANT                                 7.183 METERS 31839     |
 NN0752|---------------------------------------------------------------------|
 NN0752
 NN0752                          SUPERSEDED SURVEY CONTROL
 NN0752
 NN0752  NAD 83(1986)-  42 02 39.36455(N)    099 17 48.67215(W) AD(       ) 1
 NN0752  NAD 27      -  42 02 39.35223(N)    099 17 47.27866(W) AD(       ) 1
 NN0752  NGVD 29 (07/19/86)  764.     (m)         2507.     (f) VERT ANG       
 NN0752
 NN0752.Superseded values are not recommended for survey control.
 NN0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0752.See file dsdata.txt to determine how the superseded data were derived.
 NN0752
 NN0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM7543354734(NAD 83)
 NN0752_MARKER: DS = TRIANGULATION STATION DISK
 NN0752_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NN0752_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 NN0752
 NN0752  HISTORY     - Date     Condition        Report By
 NN0752  HISTORY     - 1973     MONUMENTED       NGS
 NN0752
 NN0752                          STATION DESCRIPTION
 NN0752
 NN0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 NN0752'THE STATION IS LOCATED ABOUT 19.5 MILES NORTH OF TAYLOR, 12.5
 NN0752'MILES SOUTH-SOUTHEAST OF ROSE, AND 5 MILES WEST-SOUTHWEST OF
 NN0752'BATES.  IT IS ON THE WEST ONE OF TWO HIGH, GRASSY HILLS LYING
 NN0752'ABOUT 1.5 MILES EAST-NORTHEAST OF A LARGE CIRCULAR FIELD WITH
 NN0752'ROTATING IRRIGATION SYSTEM AND IS ERODED TO BARE SAND ON ITS
 NN0752'SOUTHWEST SIDE.  IT IS ON PROPERTY OF STONE HOUSE CATTLE CO.,
 NN0752'MR. MARTIN ARMSTRONG, RANCH MANAGER.
 NN0752'
 NN0752'TO REACH THE STATION FROM THE POST OFFICE ON THE NORTHEAST
 NN0752'CORNER OF THE SQUARE IN TAYLOR GO NORTH ON U.S. HIGHWAY
 NN0752'183 FOR 11.6 MILES TO A GRAVELED SIDE ROAD RIGHT, VALLEY
 NN0752'VIEW ROAD.  TURN RIGHT AND GO EAST AND SOUTHEAST ON VALLEY VIEW
 NN0752'ROAD 4.6 MILES TO A T INTERSECTION.  TURN LEFT AND GO NORTH 0.5
 NN0752'MILE TO A FORK ON A CURVE.  TAKE LEFT FORK AND GO WEST THEN
 NN0752'NORTH 6.8 MILES ON MAIN TRAVELED ROAD TO HEADQUARTERS OF
 NN0752'STONE HOUSE CATTLE CO. RANCH.  BEAR RIGHT AND CONTINUE NORTH
 NN0752'ON FENCE LINE ON RIGHT AND IRRIGATED FIELD ON LEFT.  TURN
 NN0752'RIGHT AROUND END OF FENCE AND GO NORTHEASTERLY ON TRACKS
 NN0752'0.1 MILE TO SHALLOW DRAW LEADING NORTH OVER A LOW RIDGE.
 NN0752'TURN LEFT AND GO NORTH THROUGH DRAW 0.1 MILE TO DIM TRACKS
 NN0752'LEADING EAST-NORTHEAST IN GRASSY VALLEY.  TURN RIGHT AND FOLLOW
 NN0752'DIM TRACKS EAST-NORTHEAST 0.4 MILE TO WINDMILL AND
 NN0752'WATER TANK.  CONTINUE EAST ON DIM TRACKS 0.1 MILE TO DRAW
 NN0752'LEADING NORTH THROUGH RIDGE ON LEFT.  TURN LEFT AND GO
 NN0752'NORTH INTO DRAW TO SUMMIT.  (FROM THIS POINT THE STATION HILL IS
 NN0752'VISIBLE AT A MAGNETIC BEARING OF 14 DEG.) CONTINUE NORTH
 NN0752'ACROSS PASTURE 0.35 MILE TO SOUTH BASE OF HILL.  WITH
 NN0752'4-WHEEL-DRIVE VEHICLE IT IS POSSIBLE TO CLIMB ABOUT 0.1
 NN0752'MILE FURTHER TO END OF TRUCK TRAVEL.  PACK NORTH ABOUT
 NN0752'150 FEET TO SUMMIT AND STATION.
 NN0752'
 NN0752'THE STATION MARK IS A STANDARD DISK STAMPED GRANT 2 1972 SET
 NN0752'IN CEMENT IN THE TOP OF A 4-INCH ORANGEBURG PIPE PROJECTING 10
 NN0752'INCHES ABOVE GROUND.  IT IS ABOUT 20 FEET SOUTHEAST OF THE
 NN0752'HIGHEST POINT OF THE HILL.
 NN0752'
 NN0752'REFERENCE MARK 1 TO STATION GRANT 1949 SERVES AS A REFERENCE
 NN0752'MARK.  IT IS A STANDARD DISK STAMPED GRANT NO 1 1949 SET IN
 NN0752'CEMENT IN A 4-INCH IRON PIPE PROJECTING 3 INCHES ABOVE
 NN0752'GROUND.  IT IS ABOUT 3 FEET LOWER THAT THE STATION.
 NN0752'
 NN0752'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GRANT NO 2 1949
 NN0752'1972 SET IN CEMENT IS A 4-INCH IRON PIPE PROJECTING 3 INCHES
 NN0752'ABOVE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 NN0752'
 NN0752'STATION GRANT 1949 WILL SERVE AS A REFERENCE MARK UNTIL EROSION
 NN0752'DESTROYS THE MARK.  IT IS A STANDARD DISK STAMPED GRANT 1949
 NN0752'SET IN CEMENT IN THE TOP OF A 4-INCH IRON PIPE PROJECTING 2
 NN0752'INCHES ABOVE GROUND.  IT IS ABOUT 1.5 FEET NORTHEAST OF THE
 NN0752'SANDY EDGE OF THE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0547 ***********************************************************************
 LJ0547  DESIGNATION -  GRANT AZ MK 2
 LJ0547  PID         -  LJ0547
 LJ0547  STATE/COUNTY-  NE/PERKINS
 LJ0547  USGS QUAD   -  WILD HORSE SPRING (1973)
 LJ0547
 LJ0547                         *CURRENT SURVEY CONTROL
 LJ0547  ___________________________________________________________________
 LJ0547* NAD 83(1995)-  40 52 59.79951(N)    101 43 37.16107(W)     ADJUSTED  
 LJ0547* NAVD 88     -      1038.     (meters)    3406.     (feet)  SCALED    
 LJ0547  ___________________________________________________________________
 LJ0547  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 LJ0547  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 LJ0547
 LJ0547  HORZ ORDER  -  THIRD
 LJ0547
 LJ0547.The horizontal coordinates were established by classical geodetic methods
 LJ0547.and adjusted by the National Geodetic Survey in August 1997..
 LJ0547
 LJ0547.The orthometric height was scaled from a topographic map.
 LJ0547
 LJ0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0547
 LJ0547.The geoid height was determined by GEOID03.
 LJ0547
 LJ0547;                    North         East     Units Scale Factor Converg.
 LJ0547;SPC NE       -   118,025.643   354,494.258   MT  0.99971721   -1 08 40.1
 LJ0547;UTM  14      - 4,529,380.098   270,239.333   MT  1.00024979   -1 47 08.3
 LJ0547
 LJ0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0547!SPC NE       -   0.99984051  x   0.99971721  =   0.99955777
 LJ0547!UTM  14      -   0.99984051  x   1.00024979  =   1.00009026
 LJ0547
 LJ0547                          SUPERSEDED SURVEY CONTROL
 LJ0547
 LJ0547  NAD 83(1995)-  40 52 59.80068(N)    101 43 37.16207(W) AD(       ) 3
 LJ0547
 LJ0547.Superseded values are not recommended for survey control.
 LJ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0547.See file dsdata.txt to determine how the superseded data were derived.
 LJ0547
 LJ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7023929380(NAD 83)
 LJ0547_MARKER: DZ = AZIMUTH MARK DISK
 LJ0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0547_SP_SET: CONCRETE POST
 LJ0547_STAMPING: GRANT 1933 NO 2 1982
 LJ0547_MARK LOGO: NGS   
 LJ0547_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LJ0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0547+STABILITY: SURFACE MOTION
 LJ0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0547+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LJ0547
 LJ0547  HISTORY     - Date     Condition        Report By
 LJ0547  HISTORY     - 1982     MONUMENTED       NGS
 LJ0547
 LJ0547                          STATION DESCRIPTION
 LJ0547
 LJ0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LJ0547'THE STATION IS LOCATED ABOUT 4.4 KM (2.7 MI) NORTH FROM GRANT AND ON
 LJ0547'THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 61, AT AN OFFSET IN THE
 LJ0547'RIGHT-OF-WAY.
 LJ0547'TO REACH FROM THE GRANT POST OFFICE, GO NORTH ON HIGHWAY 61 FOR 4.43
 LJ0547'KM (2.75 MI) TO THE MARK ON THE LEFT.
 LJ0547'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LJ0547'PROJECTS 10 CM ABOVE THE GROUND.  THE UNDERGROUND MARK IS RECESSED
 LJ0547'0.9 M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 15.5 M
 LJ0547'(50.9 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 0.82 M (2.69 FT)
 LJ0547'SOUTH FROM A HIGHWAY RIGHT-OF-WAY MARKER POST, 0.61 M (2.00 FT) EAST
 LJ0547'FROM A FENCE CORNER AND 0.3 M (1.0 FT) NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0506 ***********************************************************************
 LJ0506  DESIGNATION -  GRANT CATHOLIC CHURCH CROSS
 LJ0506  PID         -  LJ0506
 LJ0506  STATE/COUNTY-  NE/PERKINS
 LJ0506  USGS QUAD   -  GRANT (1973)
 LJ0506
 LJ0506                         *CURRENT SURVEY CONTROL
 LJ0506  ___________________________________________________________________
 LJ0506* NAD 83(1995)-  40 50 47.91987(N)    101 43 40.37321(W)     ADJUSTED  
 LJ0506* NAVD 88     -                                                        
 LJ0506  ___________________________________________________________________
 LJ0506  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 LJ0506  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 LJ0506
 LJ0506  HORZ ORDER  -  THIRD
 LJ0506
 LJ0506.The horizontal coordinates were established by classical geodetic methods
 LJ0506.and adjusted by the National Geodetic Survey in August 1997..
 LJ0506
 LJ0506
 LJ0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0506
 LJ0506.The geoid height was determined by GEOID03.
 LJ0506
 LJ0506;                    North         East     Units Scale Factor Converg.
 LJ0506;SPC NE       -   113,960.925   354,337.817   MT  0.99972429   -1 08 42.2
 LJ0506;UTM  14      - 4,525,315.231   270,037.356   MT  1.00025094   -1 47 05.7
 LJ0506
 LJ0506                          SUPERSEDED SURVEY CONTROL
 LJ0506
 LJ0506  NAD 83(1986)-  40 50 47.91890(N)    101 43 40.37339(W) AD(       ) 4
 LJ0506  NAD 27      -  40 50 47.94900(N)    101 43 38.75200(W) AD(       ) 3
 LJ0506
 LJ0506.Superseded values are not recommended for survey control.
 LJ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0506.See file dsdata.txt to determine how the superseded data were derived.
 LJ0506
 LJ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7003725315(NAD 83)
 LJ0506_MARKER: 91 = CHURCH CROSS
 LJ0506
 LJ0506  HISTORY     - Date     Condition        Report By
 LJ0506  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0506
 LJ0506                          STATION DESCRIPTION
 LJ0506
 LJ0506'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0504 ***********************************************************************
 LJ0504  DESIGNATION -  GRANT CO EXCH GRAIN ELEV N GAB
 LJ0504  PID         -  LJ0504
 LJ0504  STATE/COUNTY-  NE/PERKINS
 LJ0504  USGS QUAD   -  GRANT (1973)
 LJ0504
 LJ0504                         *CURRENT SURVEY CONTROL
 LJ0504  ___________________________________________________________________
 LJ0504* NAD 83(1995)-  40 50 21.46711(N)    101 43 32.28312(W)     ADJUSTED  
 LJ0504* NAVD 88     -                                                        
 LJ0504  ___________________________________________________________________
 LJ0504  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 LJ0504  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 LJ0504
 LJ0504  HORZ ORDER  -  THIRD
 LJ0504
 LJ0504.The horizontal coordinates were established by classical geodetic methods
 LJ0504.and adjusted by the National Geodetic Survey in August 1997..
 LJ0504
 LJ0504
 LJ0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0504
 LJ0504.The geoid height was determined by GEOID03.
 LJ0504
 LJ0504;                    North         East     Units Scale Factor Converg.
 LJ0504;SPC NE       -   113,141.528   354,510.956   MT  0.99972576   -1 08 36.9
 LJ0504;UTM  14      - 4,524,493.520   270,201.422   MT  1.00025001   -1 46 59.4
 LJ0504
 LJ0504                          SUPERSEDED SURVEY CONTROL
 LJ0504
 LJ0504  NAD 83(1986)-  40 50 21.46520(N)    101 43 32.28336(W) AD(       ) 4
 LJ0504  NAD 27      -  40 50 21.38000(N)    101 43 30.67000(W) AD(       ) 3
 LJ0504
 LJ0504.Superseded values are not recommended for survey control.
 LJ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0504.See file dsdata.txt to determine how the superseded data were derived.
 LJ0504
 LJ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7020124494(NAD 83)
 LJ0504_MARKER: 81 = GABLE
 LJ0504_MARK LOGO: CGS   
 LJ0504
 LJ0504  HISTORY     - Date     Condition        Report By
 LJ0504  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0504  HISTORY     - 19820804 GOOD             NGS
 LJ0504
 LJ0504                          STATION DESCRIPTION
 LJ0504
 LJ0504'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0507 ***********************************************************************
 LJ0507  DESIGNATION -  GRANT KELLOGG ELEV N GABLE
 LJ0507  PID         -  LJ0507
 LJ0507  STATE/COUNTY-  NE/PERKINS
 LJ0507  USGS QUAD   -  GRANT (1973)
 LJ0507
 LJ0507                         *CURRENT SURVEY CONTROL
 LJ0507  ___________________________________________________________________
 LJ0507* NAD 83(1995)-  40 50 21.82312(N)    101 43 27.57572(W)     ADJUSTED  
 LJ0507* NAVD 88     -                                                        
 LJ0507  ___________________________________________________________________
 LJ0507  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 LJ0507  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 LJ0507
 LJ0507  HORZ ORDER  -  THIRD
 LJ0507
 LJ0507.The horizontal coordinates were established by classical geodetic methods
 LJ0507.and adjusted by the National Geodetic Survey in August 1997..
 LJ0507
 LJ0507
 LJ0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0507
 LJ0507.The geoid height was determined by GEOID03.
 LJ0507
 LJ0507;                    North         East     Units Scale Factor Converg.
 LJ0507;SPC NE       -   113,150.305   354,621.406   MT  0.99972574   -1 08 33.7
 LJ0507;UTM  14      - 4,524,501.067   270,312.020   MT  1.00024939   -1 46 56.4
 LJ0507
 LJ0507                          SUPERSEDED SURVEY CONTROL
 LJ0507
 LJ0507  NAD 83(1986)-  40 50 21.82350(N)    101 43 27.57566(W) AD(       ) 4
 LJ0507  NAD 27      -  40 50 21.76000(N)    101 43 25.96000(W) AD(       ) 3
 LJ0507
 LJ0507.Superseded values are not recommended for survey control.
 LJ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0507.See file dsdata.txt to determine how the superseded data were derived.
 LJ0507
 LJ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7031224501(NAD 83)
 LJ0507_MARKER: 65 = GRAIN ELEVATOR
 LJ0507
 LJ0507  HISTORY     - Date     Condition        Report By
 LJ0507  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0507
 LJ0507                          STATION DESCRIPTION
 LJ0507
 LJ0507'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0505 ***********************************************************************
 LJ0505  DESIGNATION -  GRANT MUNICIPAL STANDPIPE
 LJ0505  PID         -  LJ0505
 LJ0505  STATE/COUNTY-  NE/PERKINS
 LJ0505  USGS QUAD   -  GRANT (1973)
 LJ0505
 LJ0505                         *CURRENT SURVEY CONTROL
 LJ0505  ___________________________________________________________________
 LJ0505* NAD 83(1995)-  40 50 24.80060(N)    101 43 16.45843(W)     ADJUSTED  
 LJ0505* NAVD 88     -                                                        
 LJ0505  ___________________________________________________________________
 LJ0505  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 LJ0505  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 LJ0505
 LJ0505  HORZ ORDER  -  THIRD
 LJ0505
 LJ0505.The horizontal coordinates were established by classical geodetic methods
 LJ0505.and adjusted by the National Geodetic Survey in August 1997..
 LJ0505
 LJ0505
 LJ0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0505
 LJ0505.The geoid height was determined by GEOID03.
 LJ0505
 LJ0505;                    North         East     Units Scale Factor Converg.
 LJ0505;SPC NE       -   113,236.921   354,883.561   MT  0.99972558   -1 08 26.4
 LJ0505;UTM  14      - 4,524,584.795   270,575.264   MT  1.00024790   -1 46 49.2
 LJ0505
 LJ0505                          SUPERSEDED SURVEY CONTROL
 LJ0505
 LJ0505  NAD 83(1986)-  40 50 24.80061(N)    101 43 16.45828(W) AD(       ) 4
 LJ0505  NAD 27      -  40 50 24.80200(N)    101 43 14.84100(W) AD(       ) 3
 LJ0505
 LJ0505.Superseded values are not recommended for survey control.
 LJ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0505.See file dsdata.txt to determine how the superseded data were derived.
 LJ0505
 LJ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7057524585(NAD 83)
 LJ0505_MARKER: 52 = STANDPIPE TANK
 LJ0505
 LJ0505  HISTORY     - Date     Condition        Report By
 LJ0505  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0505
 LJ0505                          STATION DESCRIPTION
 LJ0505
 LJ0505'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0508 ***********************************************************************
 LJ0508  DESIGNATION -  GRANT SCHOOL BELFRY
 LJ0508  PID         -  LJ0508
 LJ0508  STATE/COUNTY-  NE/PERKINS
 LJ0508  USGS QUAD   -  GRANT (1973)
 LJ0508
 LJ0508                         *CURRENT SURVEY CONTROL
 LJ0508  ___________________________________________________________________
 LJ0508* NAD 83(1995)-  40 50 36.55435(N)    101 43 13.15060(W)     ADJUSTED  
 LJ0508* NAVD 88     -                                                        
 LJ0508  ___________________________________________________________________
 LJ0508  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 LJ0508  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 LJ0508
 LJ0508  HORZ ORDER  -  THIRD
 LJ0508
 LJ0508.The horizontal coordinates were established by classical geodetic methods
 LJ0508.and adjusted by the National Geodetic Survey in August 1997..
 LJ0508
 LJ0508
 LJ0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0508
 LJ0508.The geoid height was determined by GEOID03.
 LJ0508
 LJ0508;                    North         East     Units Scale Factor Converg.
 LJ0508;SPC NE       -   113,597.782   354,968.230   MT  0.99972492   -1 08 24.2
 LJ0508;UTM  14      - 4,524,944.876   270,664.003   MT  1.00024740   -1 46 47.5
 LJ0508
 LJ0508                          SUPERSEDED SURVEY CONTROL
 LJ0508
 LJ0508  NAD 83(1986)-  40 50 36.55374(N)    101 43 13.15067(W) AD(       ) 4
 LJ0508  NAD 27      -  40 50 36.60000(N)    101 43 11.52000(W) AD(       ) 3
 LJ0508
 LJ0508.Superseded values are not recommended for survey control.
 LJ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0508.See file dsdata.txt to determine how the superseded data were derived.
 LJ0508
 LJ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7066424945(NAD 83)
 LJ0508_MARKER: 75 = BELFRY
 LJ0508
 LJ0508  HISTORY     - Date     Condition        Report By
 LJ0508  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0508
 LJ0508                          STATION DESCRIPTION
 LJ0508
 LJ0508'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0531 ***********************************************************************
 LJ0531  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0531  PACS        -  This is a Primary Airport Control Station.
 LJ0531  DESIGNATION -  GRANTPORT
 LJ0531  PID         -  LJ0531
 LJ0531  STATE/COUNTY-  NE/PERKINS
 LJ0531  USGS QUAD   -  GRANT (1973)
 LJ0531
 LJ0531                         *CURRENT SURVEY CONTROL
 LJ0531  ___________________________________________________________________
 LJ0531* NAD 83(1995)-  40 52 10.39312(N)    101 43 57.77344(W)     ADJUSTED  
 LJ0531* NAVD 88     -      1042.83   (meters)    3421.4    (feet)  GPS OBS   
 LJ0531  ___________________________________________________________________
 LJ0531  X           -    -982,336.852 (meters)                     COMP
 LJ0531  Y           -  -4,729,923.153 (meters)                     COMP
 LJ0531  Z           -   4,152,147.679 (meters)                     COMP
 LJ0531  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 LJ0531  ELLIP HEIGHT-        1021.37  (meters)          (09/24/01) GPS OBS
 LJ0531  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 LJ0531
 LJ0531  HORZ ORDER  -  B
 LJ0531  ELLP ORDER  -  FOURTH    CLASS I
 LJ0531
 LJ0531.This mark is at Grant Municipal Airport (GGF)
 LJ0531
 LJ0531.The horizontal coordinates were established by GPS observations
 LJ0531.and adjusted by the National Geodetic Survey in June 1996..
 LJ0531
 LJ0531.The orthometric height was determined by GPS observations and a
 LJ0531.high-resolution geoid model.
 LJ0531
 LJ0531.GPS derived orthometric heights for airport stations designated as
 LJ0531.PACS or SACS are published to 2 decimal places.  This maintains
 LJ0531.centimeter relative accuracy between the PACS and SACS.  It does
 LJ0531.not indicate centimeter accuracy relative to other marks which are
 LJ0531.part of the NAVD 88 network.
 LJ0531
 LJ0531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0531
 LJ0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0531
 LJ0531.The ellipsoidal height was determined by GPS observations
 LJ0531.and is referenced to NAD 83.
 LJ0531
 LJ0531.The geoid height was determined by GEOID03.
 LJ0531
 LJ0531;                    North         East     Units Scale Factor Converg.
 LJ0531;SPC NE       -   116,511.959   353,981.380   MT  0.99971981   -1 08 53.8
 LJ0531;UTM  14      - 4,527,871.442   269,709.273   MT  1.00025280   -1 47 20.1
 LJ0531
 LJ0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0531!SPC NE       -   0.99983981  x   0.99971981  =   0.99955967
 LJ0531!UTM  14      -   0.99983981  x   1.00025280  =   1.00009257
 LJ0531
 LJ0531:                Primary Azimuth Mark                     Grid Az
 LJ0531:SPC NE       -  GRANTPORT AZ MK                          327 13 40.2
 LJ0531:UTM  14      -  GRANTPORT AZ MK                          327 52 06.5
 LJ0531
 LJ0531|---------------------------------------------------------------------|
 LJ0531| PID    Reference Object                     Distance      Geod. Az  |
 LJ0531|                                                           dddmmss.s |
 LJ0531| LJ0534 GRANTPORT AZ MK                     APPROX. 0.6 KM 3260446.4 |
 LJ0531|---------------------------------------------------------------------|
 LJ0531
 LJ0531                          SUPERSEDED SURVEY CONTROL
 LJ0531
 LJ0531  ELLIP H (06/25/96) 1021.41   (m)                       GP(       ) 1 1
 LJ0531  ELLIP H (01/07/93) 1021.25   (m)                       GP(       ) 4 2
 LJ0531  NAD 83(1986)-  40 52 10.39112(N)    101 43 57.77774(W) AD(       ) 1
 LJ0531  NGVD 29 (02/23/90) 1042.2    (m)         3419.     (f) GPS OBS        
 LJ0531
 LJ0531.Superseded values are not recommended for survey control.
 LJ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0531.See file dsdata.txt to determine how the superseded data were derived.
 LJ0531
 LJ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6970927871(NAD 83)
 LJ0531_MARKER: I = METAL ROD
 LJ0531_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LJ0531_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LJ0531_STAMPING: GRANTPORT 1989
 LJ0531_MARK LOGO: NGS   
 LJ0531_PROJECTION: FLUSH
 LJ0531_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0531+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2004
 LJ0531_ROD/PIPE-DEPTH: 5.79 meters
 LJ0531_SLEEVE-DEPTH  : 0.93 meters
 LJ0531
 LJ0531  HISTORY     - Date     Condition        Report By
 LJ0531  HISTORY     - 1989     MONUMENTED       NGS
 LJ0531  HISTORY     - 19810615 GOOD             NGS
 LJ0531  HISTORY     - 19950809 GOOD             NGS
 LJ0531  HISTORY     - 19970802 GOOD             NGS
 LJ0531  HISTORY     - 20040902 GOOD             NDA
 LJ0531
 LJ0531                          STATION DESCRIPTION
 LJ0531
 LJ0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0531'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF GRANT, JUST
 LJ0531'WEST OF STATE HIGHWAY 61, AT THE GRANT MUNICIPAL AIRPORT, AT THE
 LJ0531'JUNCTION OF THE MAIN RUNWAY 14-32 AND A TAXIWAY LEADING WEST-SOUTHWEST
 LJ0531'FROM THE AIRPORT OFFICE.  OWNERSHIP--CITY OF GRANT, BOX 614 GRANT, NE
 LJ0531'69140.  AIRPORT MANAGER IS STEVE MARTENS, TELEPHONE 308-352-2223 OR
 LJ0531'4156.
 LJ0531'TO REACH THE STATION FROM THE US POST OFFICE IN GRANT, GO NORTH ON
 LJ0531'STATE HIGHWAY 61 FOR 3.13 KM (1.95 MI) TO THE AIRPORT ENTRANCE ON THE
 LJ0531'LEFT.  TURN LEFT AND GO WEST AND SOUTH ALONG THE ENTRANCE ROAD FOR
 LJ0531'0.60 KM (0.35 MI) TO THE AIRPORT OFFICE ON THE RIGHT, THEN GO 0.16 KM
 LJ0531'(0.10 MI) WEST-NORTHWEST TO THE JUNCTION OF THE TAXIWAY AND RUNWAY
 LJ0531'14-32 AND THE STATION ON THE RIGHT.
 LJ0531'THE STATION MARK IS 20.2 M (66.3 FT) NORTHWEST OF THE TAXIWAY
 LJ0531'CENTERLINE, 12.7 M (41.7 FT) NORTHEAST OF THE RUNWAY CENTERLINE, 4.9 M
 LJ0531'(16.1 FT) SOUTHEAST OF A YELLOW RUNWAY LIGHT, 2.1 M (6.9 FT)
 LJ0531'WEST-NORTHWEST OF THE EAST 1 OF 2 PURPLE TAXIWAY LIGHT AND 2.1 M
 LJ0531'(6.9 FT) NORTH-NORTHWEST OF THE WEST 1 OF 2 PURPLE TAXIWAY LIGHT.
 LJ0531'DESCRIBED BY R.D.BALL.
 LJ0531'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0531
 LJ0531                          STATION RECOVERY (1981)
 LJ0531
 LJ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LJ0531'THE STATION IS LOCATED APPROXIMATELY AT THE MIDDLE OF GRANT MUNI
 LJ0531'AIRPORT NEAR THE TAXIWAY LEADING TO THE NORTHERN RAMP AREA.  THE
 LJ0531'STATION IS 41.22 FT (12.56 M) NORTHEAST OF THE CENTERLINE OF RUNWAY
 LJ0531'15-33, 16.38 FT (4.99 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTHWEST
 LJ0531'OF THE TXY/RWY INTERSECTION, 104.14 FT (31.74 M) NORTHWEST OF THE
 LJ0531'TAXIWAY CENTERLINE AND THE HOLDBAR, 52.46 FT (15.99 M) NORTHWEST OF
 LJ0531'THE FIRST TAXIWAY LIGHT SOUTHWEST OF THE HOLDBAR, AND 64.35 FT (19.61
 LJ0531'M) NORTHWEST OF THE TAXIWAY CENTERLINE.  THE STATION IS A STAINLESS
 LJ0531'STEEL ROD SET IN THE CENTER OF A 5 INCH NGS LOGO CAP, SET FLUSH WITH
 LJ0531'THE GROUND.  THE CAP IS STAMPED GRANTPORT 1989.  NOTE, 1-METER PVC
 LJ0531'SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 LJ0531
 LJ0531                          STATION RECOVERY (1995)
 LJ0531
 LJ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0531'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTH OF OGALLALA, 2.0
 LJ0531'MI (3.2 KM) NORTH OF GRANT, AT THE GRANT MUNICIPAL AIRPORT AND AT THE
 LJ0531'JUNCTION OF THE RUNWAY AND THE NORTHWESTERN MOST CONNECTOR TAXIWAY.
 LJ0531'OWNERSHIP--CITY OF GRANT, 342 CENTRAL AVENUE, GRANT NE 69140. CONTACT
 LJ0531'BOB FRANCIS PHONE 308-352-2100.  TO REACH THE STATION FROM THE
 LJ0531'JUNCTION OF STATE HIGHWAYS 23 AND 61 NORTH IN GRANT, GO NORTH ON STATE
 LJ0531'HIGHWAY 61 FOR 2.25 MI (3.62 KM) TO A ROAD LEFT, TURN LEFT AND GO WEST
 LJ0531'THEN SOUTHEAST FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.3 MI (0.5 KM)
 LJ0531'TO THE APRON ON THE RIGHT, TURN RIGHT AND GO WEST-SOUTHWEST ON THE
 LJ0531'APRON THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY AND
 LJ0531'THE STATION ON THE RIGHT.  THE STATION IS 64.5 FT (19.7 M)
 LJ0531'NORTH-NORTHWEST OF THE TAXIWAY CENTER, 41.7 FT (12.7 M) EAST-NORTHEAST
 LJ0531'OF THE RUNWAY CENTER, 16.4 FT (5.0 M) SOUTHEAST OF A RUNWAY LIGHT, 7.1
 LJ0531'FT (2.2 M) NORTH OF THE MOST WESTERLY OF TWO TAXIWAY LIGHTS AND 6.4 FT
 LJ0531'(2.0 M) NORTHWEST OF THE MOST EASTERLY OF TWO TAXIWAY LIGHTS.
 LJ0531'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 LJ0531'AIRPORT CONTROL STATION.
 LJ0531
 LJ0531                          STATION RECOVERY (1997)
 LJ0531
 LJ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0531'RECOVERED AS DESCRIBED.  THE AIRPORT MANAGER IS NOW ED MARTEENS. PHONE
 LJ0531'NUMBER AND ADDRESS IS THE SAME.
 LJ0531
 LJ0531                          STATION RECOVERY (2004)
 LJ0531
 LJ0531'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (BJS)
 LJ0531'CONTACT CITY ADMINISTRATOR 308-352-2100  EMAIL GRANT(AT SIGN)GPCOM.NET
 LJ0531'P.O. BOX 614
 LJ0531'NEW CITY ADMINISTRATOR AND AIRPORT MANAGER EXPECTED IN SEPTEMBER 2004
 LJ0531' 
 LJ0531'CAP IS APPROXIMATELY 6 INCHES BELOW GRADE.  NEED GPS, METAL DETECTOR,
 LJ0531'SHOVEL AND BROOM TO RECOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0534 ***********************************************************************
 LJ0534  SACS        -  This is a Secondary Airport Control Station.
 LJ0534  DESIGNATION -  GRANTPORT AZ MK
 LJ0534  PID         -  LJ0534
 LJ0534  STATE/COUNTY-  NE/PERKINS
 LJ0534  USGS QUAD   -  GRANT (1973)
 LJ0534
 LJ0534                         *CURRENT SURVEY CONTROL
 LJ0534  ___________________________________________________________________
 LJ0534* NAD 83(1995)-  40 52 25.34492(N)    101 44 11.02005(W)     ADJUSTED  
 LJ0534* NAVD 88     -      1042.60   (meters)    3420.6    (feet)  GPS OBS   
 LJ0534  ___________________________________________________________________
 LJ0534  X           -    -982,579.179 (meters)                     COMP
 LJ0534  Y           -  -4,729,564.352 (meters)                     COMP
 LJ0534  Z           -   4,152,496.367 (meters)                     COMP
 LJ0534  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 LJ0534  ELLIP HEIGHT-        1021.16  (meters)          (12/18/01) GPS OBS
 LJ0534  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 LJ0534
 LJ0534  HORZ ORDER  -  FIRST
 LJ0534  ELLP ORDER  -  FOURTH    CLASS I
 LJ0534
 LJ0534.This mark is at Grant Municipal Airport (GGF)
 LJ0534
 LJ0534.The horizontal coordinates were established by GPS observations
 LJ0534.and adjusted by the National Geodetic Survey in August 1998..
 LJ0534
 LJ0534.The orthometric height was determined by GPS observations and a
 LJ0534.high-resolution geoid model.
 LJ0534
 LJ0534.GPS derived orthometric heights for airport stations designated as
 LJ0534.PACS or SACS are published to 2 decimal places.  This maintains
 LJ0534.centimeter relative accuracy between the PACS and SACS.  It does
 LJ0534.not indicate centimeter accuracy relative to other marks which are
 LJ0534.part of the NAVD 88 network.
 LJ0534
 LJ0534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0534
 LJ0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0534
 LJ0534.The ellipsoidal height was determined by GPS observations
 LJ0534.and is referenced to NAD 83.
 LJ0534
 LJ0534.The geoid height was determined by GEOID03.
 LJ0534
 LJ0534;                    North         East     Units Scale Factor Converg.
 LJ0534;SPC NE       -   116,979.185   353,680.594   MT  0.99971902   -1 09 02.5
 LJ0534;UTM  14      - 4,528,342.254   269,413.573   MT  1.00025447   -1 47 29.3
 LJ0534
 LJ0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0534!SPC NE       -   0.99983984  x   0.99971902  =   0.99955891
 LJ0534!UTM  14      -   0.99983984  x   1.00025447  =   1.00009427
 LJ0534
 LJ0534:                Primary Azimuth Mark                     Grid Az
 LJ0534:SPC NE       -  GRANTPORT                                147 13 40.3
 LJ0534:UTM  14      -  GRANTPORT                                147 52 07.1
 LJ0534
 LJ0534|---------------------------------------------------------------------|
 LJ0534| PID    Reference Object                     Distance      Geod. Az  |
 LJ0534|                                                           dddmmss.s |
 LJ0534| LJ0531 GRANTPORT                           APPROX. 0.6 KM 1460437.8 |
 LJ0534|---------------------------------------------------------------------|
 LJ0534
 LJ0534                          SUPERSEDED SURVEY CONTROL
 LJ0534
 LJ0534  ELLIP H (08/21/98) 1021.21   (m)                       GP(       ) 4 1
 LJ0534  NAD 83(1995)-  40 52 25.34456(N)    101 44 11.02078(W) AD(       ) 3
 LJ0534  ELLIP H (08/18/97) 1021.20   (m)                       GP(       ) 4 1
 LJ0534  ELLIP H (01/07/93) 1021.04   (m)                       GP(       ) 4 2
 LJ0534  NAD 83(1986)-  40 52 25.34285(N)    101 44 11.02481(W) AD(       ) 3
 LJ0534  NGVD 29 (02/23/90) 1042.0    (m)         3419.     (f) GPS OBS        
 LJ0534
 LJ0534.Superseded values are not recommended for survey control.
 LJ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0534.See file dsdata.txt to determine how the superseded data were derived.
 LJ0534
 LJ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6941428342(NAD 83)
 LJ0534_MARKER: I = METAL ROD
 LJ0534_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LJ0534_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LJ0534_STAMPING: GRANTPORT AZ MK 1989
 LJ0534_MARK LOGO: NGS   
 LJ0534_PROJECTION: FLUSH
 LJ0534_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0534+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1997
 LJ0534_ROD/PIPE-DEPTH: 4.14 meters
 LJ0534_SLEEVE-DEPTH  : 0.93 meters
 LJ0534
 LJ0534  HISTORY     - Date     Condition        Report By
 LJ0534  HISTORY     - 1989     MONUMENTED       NGS
 LJ0534  HISTORY     - 19810615 GOOD             NGS
 LJ0534  HISTORY     - 19950809 GOOD             NGS
 LJ0534  HISTORY     - 19970802 GOOD             NGS
 LJ0534  HISTORY     - 20040902 MARK NOT FOUND   NDA
 LJ0534
 LJ0534                          STATION DESCRIPTION
 LJ0534
 LJ0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0534'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF GRANT, JUST
 LJ0534'WEST OF STATE HIGHWAY 61, AT THE GRANT MUNICIPAL AIRPORT, AT THE
 LJ0534'JUNCTION OF THE RUNWAY END 14 AND A TURN-AROUND.  OWNERSHIP--CITY OF
 LJ0534'GRANT, BOX 614 GRANT, NE 69140.  AIRPORT MANAGER IS STEVE MARTENS,
 LJ0534'TELEPHONE 308-352-2223 OR 4156.
 LJ0534'TO REACH THE STATION FROM THE US POST OFFICE IN GRANT, GO NORTH ON
 LJ0534'STATE HIGHWAY 61 FOR 3.13 KM (1.95 MI) TO THE AIRPORT ENTRANCE ON THE
 LJ0534'LEFT.  TURN LEFT AND GO WEST AND SOUTH ALONG THE ENTRANCE ROAD FOR
 LJ0534'0.60 KM (0.35 MI) TO THE AIRPORT OFFICE ON THE RIGHT, THEN GO 0.16 KM
 LJ0534'(0.10 MI) WEST-NORTHWEST TO THE JUNCTION OF THE TAXIWAY AND RUNWAY.
 LJ0534'TURN RIGHT AND GO NORTHWEST ALONG THE NORTHEAST SIDE OF THE RUNWAY FOR
 LJ0534'0.65 KM (0.40 MI) TO THE STATION ON THE RIGHT AT THE JUNCTION OF THE
 LJ0534'RUNWAY AND TURN-AROUND.
 LJ0534'THE AZIMUTH MARK IS 20.3 M (66.6 FT) NORTHWEST OF THE APPROXIMATE
 LJ0534'CENTER OF THE TURN-AROUND, 12.6 M (41.3 FT) NORTHEAST OF THE RUNWAY
 LJ0534'CENTERLINE AND 1.0 M (3.3 FT) NORTHEAST OF A PURPLE TAXIWAY LIGHT.
 LJ0534'DESCRIBED BY R.D.BALL
 LJ0534'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0534
 LJ0534                          STATION RECOVERY (1981)
 LJ0534
 LJ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LJ0534'THE STATION IS LOCATED AT THE NORTHWEST END OF GRANT MUNI AIRPORT NEAR
 LJ0534'RUNWAY END OF 15.  THE STATION IS 101.3 FT (30.9 M) EAST OF THE END OF
 LJ0534'THE RUNWAY, 92.3 FT (28.1 M) SOUTHEAST OF THE NORTHWEST EDGE OF
 LJ0534'TURNOUT, 76.5 FT (23.3 M) SOUTHWEST OF THE SOUTHEAST CORNER OF
 LJ0534'TURNOUT, 88.6 FT (27.0 M) NORTHWEST OF THE FIRST RUNWAY LIGHT
 LJ0534'SOUTHEAST OF THE RUNWAY END, 43.0 FT (13.1 M) NORTHEAST OF THE
 LJ0534'CENTERLINE OF THE RUNWAY, AND 3.4 FT (1.0 M) NORTHEAST OF THE TAXIWAY
 LJ0534'LIGHT.  THE STATION IS A STAINLESS STEEL ROD SET IN A 5 INCH NGS LOGO
 LJ0534'CAP FLUSH WITH THE GROUND.  THE CAP IS STAMPED GRANTPORT AZ MK 1989.
 LJ0534'NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL)
 LJ0534'STABILITY.
 LJ0534
 LJ0534                          STATION RECOVERY (1995)
 LJ0534
 LJ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0534'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTH OF OGALLALA, 2.0
 LJ0534'MI (3.2 KM) NORTH OF GRANT, AT THE GRANT MUNICIPAL AIRPORT AND AT THE
 LJ0534'JUNCTION OF THE TURNAROUND AT THE APPROACH END OF RUNWAY 15.
 LJ0534'OWNERSHIP--CITY OF GRANT, 342 CENTRAL AVENUE, GRANT NE 69140. AIRPORT
 LJ0534'MANAGER IS LEO PORTER, JR, PHONE (308) 352-2223.  TO REACH THE STATION
 LJ0534'FROM THE STATE HIGHWAYS 23 AND 61 NORTH IN GRANT, GO NORTH ON STATE
 LJ0534'HIGHWAY 61 FOR 2.25 MI (3.62 KM) TO A ROAD LEFT, TURN LEFT AND GO WEST
 LJ0534'THEN SOUTHEAST FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.3 MI (0.5 KM)
 LJ0534'TO THE APRON ON THE RIGHT, TURN RIGHT AND GO WEST-SOUTHWEST ON THE
 LJ0534'APRON THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN
 LJ0534'RIGHT AND GO NORTH-NORTHWEST ON THE RUNWAY FOR 0.4 MI (0.6 KM) TO THE
 LJ0534'STATION ON THE RIGHT.  THE STATION IS 102.1 FT (31.1 M)
 LJ0534'SOUTH-SOUTHEAST OF THE MOST NORTHEASTERLY THRESHOLD LIGHT, 66.6 FT
 LJ0534'(20.3 M) SOUTH-SOUTHEAST OF THE TURNAROUND CENTER, 42.3 FT (12.9 M)
 LJ0534'EAST-NORTHEAST OF THE RUNWAY CENTER AND 3.5 FT (1.1 M) EAST-NORTHEAST
 LJ0534'OF A TAXIWAY LIGHT.  THIS STATION TO BE USED AS SACS.
 LJ0534
 LJ0534                          STATION RECOVERY (1997)
 LJ0534
 LJ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0534'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE AIRPORT
 LJ0534'MANAGER IS NOW ED MARTEENS.PHONE NUMBER AND ADDRESS THE SAME.
 LJ0534
 LJ0534                          STATION RECOVERY (2004)
 LJ0534
 LJ0534'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (BJS)
 LJ0534'CONTACT CITY ADMINISTRATOR 308-352-2100  EMAIL GRANT(AT SIGN)GPCOM.NET
 LJ0534'P.O. BOX 614
 LJ0534'NEW CITY ADMINISTRATOR AND AIRPORT MANAGER EXPECTED IN SEPTEMBER 2004
 LJ0534' 
 LJ0534'LIKE THE PACS, EXPECT THAT CAP IS APPROXIMATELY 6 INCHES BELOW GRADE.
 LJ0534'NEED GPS, METAL DETECTOR, SHOVEL AND BROOM TO RECOVER.
 LJ0534'RUNWAY WAS LENGTHENED, OLD TURNAROUND REMOVED BUT DETECTABLE BY GRADE
 LJ0534'IN FIELD.  RECOVERY DIRECTIONS NEED TO BE UPDATED WHEN POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0927 ***********************************************************************
 LG0927  DESIGNATION -  GRAVE
 LG0927  PID         -  LG0927
 LG0927  STATE/COUNTY-  NE/FILLMORE
 LG0927  USGS QUAD   -  FAIRMONT (1969)
 LG0927
 LG0927                         *CURRENT SURVEY CONTROL
 LG0927  ___________________________________________________________________
 LG0927* NAD 83(1995)-  40 41 26.89233(N)    097 35 45.01645(W)     ADJUSTED  
 LG0927* NAVD 88     -       510.     (meters)    1673.     (feet)  SCALED    
 LG0927  ___________________________________________________________________
 LG0927  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 LG0927  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 LG0927
 LG0927  HORZ ORDER  -  SECOND
 LG0927
 LG0927.The horizontal coordinates were established by classical geodetic methods
 LG0927.and adjusted by the National Geodetic Survey in August 1997..
 LG0927
 LG0927.The orthometric height was scaled from a topographic map.
 LG0927
 LG0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0927
 LG0927.The geoid height was determined by GEOID03.
 LG0927
 LG0927;                    North         East     Units Scale Factor Converg.
 LG0927;SPC NE       -    98,028.344   703,141.754   MT  0.99975895   +1 35 35.6
 LG0927;UTM  14      - 4,505,382.192   618,644.121   MT  0.99977326   +0 54 56.1
 LG0927
 LG0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0927!SPC NE       -   0.99992413  x   0.99975895  =   0.99968310
 LG0927!UTM  14      -   0.99992413  x   0.99977326  =   0.99969741
 LG0927
 LG0927|---------------------------------------------------------------------|
 LG0927| PID    Reference Object                     Distance      Geod. Az  |
 LG0927|                                                           dddmmss.s |
 LG0927| CN8661 GRAVE RM 1                           14.206 METERS 00359     |
 LG0927| LG0930 GRAVE 2                              17.593 METERS 09220     |
 LG0927| LG0926 FAIRMONT MUNICIPAL STANDPIPE        APPROX. 6.0 KM 1715627.6 |
 LG0927| CN8662 GRAVE RM 2                           20.310 METERS 17706     |
 LG0927| CN8660 GRAVE AZ MK                                        1831442.2 |
 LG0927| LG0940 GRAFTON ST HELENAS CH BELFRY        APPROX.12.4 KM 2351012.7 |
 LG0927|---------------------------------------------------------------------|
 LG0927
 LG0927                          SUPERSEDED SURVEY CONTROL
 LG0927
 LG0927  NAD 83(1986)-  40 41 26.89945(N)    097 35 45.01766(W) AD(       ) 2
 LG0927  NAD 27      -  40 41 26.88700(N)    097 35 43.83700(W) AD(       ) 2
 LG0927
 LG0927.Superseded values are not recommended for survey control.
 LG0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0927.See file dsdata.txt to determine how the superseded data were derived.
 LG0927
 LG0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1864405382(NAD 83)
 LG0927_MARKER: DS = TRIANGULATION STATION DISK
 LG0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0927
 LG0927  HISTORY     - Date     Condition        Report By
 LG0927  HISTORY     - 1950     MONUMENTED       CGS
 LG0927  HISTORY     - 1963     GOOD             CGS
 LG0927
 LG0927                          STATION DESCRIPTION
 LG0927
 LG0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0927'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH-NORTHWEST OF THE
 LG0927'TOWN OF FAIRMONT, ALONG THE EAST SIDE OF U.S. HIGHWAY 81 AND NEAR
 LG0927'THE SOUTHWEST CORNER OF A SMALL CEMETERY.  IT IS 45 FEET EAST OF
 LG0927'THE CENTERLINE OF HIGHWAY 81 AND 10 FEET SOUTH-SOUTHWEST OF THE
 LG0927'SOUTHWEST CORNER OF THE SMALL CEMETERY.  THE MARK PROJECTS 2
 LG0927'INCHES AND THE DISK IS STAMPED GRAVE 1950.
 LG0927'
 LG0927'REFERENCE MARK NO. 1 IS 49 FEET EAST OF THE CENTERLINE OF THE
 LG0927'HIGHWAY, 24.3 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 LG0927'CEMETERY AND 5 FEET SOUTHWEST OF A TELEPHONE POLE.  THE MARK
 LG0927'PROJECTS 4 INCHES AND THE DISK IS STAMPED GRAVE NO 1 1950.
 LG0927'
 LG0927'REFERENCE MARK NO. 2 IS 48 FEET EAST OF THE CENTERLINE OF THE
 LG0927'HIGHWAY AND 28.7 FEET NORTH-NORTHWEST OF A TELEPHONE POLE.  THE
 LG0927'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GRAVE NO 2 1950.
 LG0927'
 LG0927'AZIMUTH MARK IS 56 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 LG0927'4 FEET WEST OF A WITNESS POST AND RIGHT-OF-WAY FENCE.  THE MARK
 LG0927'PROJECTS 4 INCHES AND THE DISK IS STAMPED GRAVE 1950.
 LG0927'
 LG0927'TO REACH FROM THE OVERPASS AT THE INTERSECTION OF U.S. HIGHWAYS 6
 LG0927'AND 81 JUST WEST OF FAIRMONT, GO NORTH ON HIGHWAY 81 FOR 3.3
 LG0927'MILES TO CROSSROADS, CONTINUE NORTH 0.2 MILE TO THE AZIMUTH MARK
 LG0927'ON THE LEFT.  HERE CONTINUE NORTH 0.3 MILE TO THE STATION ON THE
 LG0927'RIGHT AT A SMALL CEMETERY.
 LG0927'
 LG0927'A 50 FT. SIGNAL AT FAIRMONT, GRAFTON AND GRAHAM IS V.G.
 LG0927'
 LG0927'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0927
 LG0927                          STATION RECOVERY (1963)
 LG0927
 LG0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0927'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0927'IN GOOD CONDITION.  ROAD CONSTRUCTION ALONG U.S. HIGHWAY 81
 LG0927'WILL DESTROY ALL THE MARKS, SO A NEW STATION, GRAVE 2, WAS
 LG0927'ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION OF GRAVE 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0930 ***********************************************************************
 LG0930  DESIGNATION -  GRAVE 2
 LG0930  PID         -  LG0930
 LG0930  STATE/COUNTY-  NE/FILLMORE
 LG0930  USGS QUAD   -  FAIRMONT (1969)
 LG0930
 LG0930                         *CURRENT SURVEY CONTROL
 LG0930  ___________________________________________________________________
 LG0930* NAD 83(1995)-  40 41 26.86907(N)    097 35 44.26779(W)     ADJUSTED  
 LG0930* NAVD 88     -       509.80   (+/-2cm)    1672.6    (feet)  VERTCON   
 LG0930  ___________________________________________________________________
 LG0930  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 LG0930  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 LG0930
 LG0930  HORZ ORDER  -  THIRD
 LG0930  VERT ORDER  -  THIRD ? (See Below)
 LG0930
 LG0930.The horizontal coordinates were established by classical geodetic methods
 LG0930.and adjusted by the National Geodetic Survey in August 1997..
 LG0930.No horizontal observational check was made to the station.
 LG0930
 LG0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0930.The vertical order pertains to the NGVD 29 superseded value.
 LG0930
 LG0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0930
 LG0930.The geoid height was determined by GEOID03.
 LG0930
 LG0930;                    North         East     Units Scale Factor Converg.
 LG0930;SPC NE       -    98,028.116   703,159.342   MT  0.99975895   +1 35 36.1
 LG0930;UTM  14      - 4,505,381.756   618,661.705   MT  0.99977331   +0 54 56.6
 LG0930
 LG0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0930!SPC NE       -   0.99992419  x   0.99975895  =   0.99968316
 LG0930!UTM  14      -   0.99992419  x   0.99977331  =   0.99969752
 LG0930
 LG0930|---------------------------------------------------------------------|
 LG0930| PID    Reference Object                     Distance      Geod. Az  |
 LG0930|                                                           dddmmss.s |
 LG0930| CN8664 GRAVE 2 RM 3                         11.064 METERS 00314     |
 LG0930| LG0926 FAIRMONT MUNICIPAL STANDPIPE        APPROX. 6.0 KM 1720618.7 |
 LG0930| CN8665 GRAVE 2 RM 4                         16.392 METERS 17802     |
 LG0930| CN8660 GRAVE AZ MK                                        1851524.6 |
 LG0930| CN8663 GRAVE 2 AZ MK                                      1865406.7 |
 LG0930| LG0927 GRAVE                                17.593 METERS 27220     |
 LG0930|---------------------------------------------------------------------|
 LG0930
 LG0930                          SUPERSEDED SURVEY CONTROL
 LG0930
 LG0930  NAD 83(1986)-  40 41 26.87618(N)    097 35 44.26900(W) AD(       ) 3
 LG0930  NAD 27      -  40 41 26.86400(N)    097 35 43.08900(W) AD(       ) 3
 LG0930  NGVD 29 (07/19/86)  509.62   (m)         1672.0    (f) LEVELING    3  
 LG0930
 LG0930.Superseded values are not recommended for survey control.
 LG0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0930.See file dsdata.txt to determine how the superseded data were derived.
 LG0930
 LG0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1866205382(NAD 83)
 LG0930_MARKER: DS = TRIANGULATION STATION DISK
 LG0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0930
 LG0930  HISTORY     - Date     Condition        Report By
 LG0930  HISTORY     - 1963     MONUMENTED       CGS
 LG0930
 LG0930                          STATION DESCRIPTION
 LG0930
 LG0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0930'STATION IS LOCATED ABOUT 3 AND 1/2 MILES NORTH OF FAIRMONT,
 LG0930'3 AND 1/2 MILES SOUTH OF MC COOL JUNCTION, AND 1/2 MILE SOUTH
 LG0930'OF THE FILLMORE-YORK COUNTY LINE ALONG THE EAST RIGHT-OF-WAY
 LG0930'OF U.S. HIGHWAY 81 ON THE WEST SIDE OF SEC. 6, T 8 N., R 2 W.,
 LG0930'102 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 81, 54 FEET SOUTH
 LG0930'OF A HALF-SECTION LINE WEST GOING WEST FROM THE HIGHWAY, 45
 LG0930'FEET EAST-SOUTHEAST OF TWO TOMBSTONES MARKING OLD GRAVES, 3
 LG0930'FEET WEST OF THE EAST RIGHT-OF-WAY LINE, AND 1 FOOT NORTH OF A
 LG0930'NEW STEEL WITNESS POST WITH SIGN.  THE MARK PROJECTS 4 INCHES
 LG0930'AND THE DISK IS STAMPED GRAVE 2 1963.
 LG0930'
 LG0930'TO REACH THE STATION FROM THE OVERPASS AT THE INTERSECTION OF
 LG0930'U.S. HIGHWAY 81 AND U.S. HIGHWAY 6 JUST WEST OF FAIRMONT, GO NORTH
 LG0930'ON U.S. HIGHWAY 81 FOR 3.0 MILES TO CROSSROADS.  CONTINUE NORTH
 LG0930'ON U.S. HIGHWAY 81 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LG0930'CONTINUE NORTH ON U.S. HIGHWAY 81 FOR 0.3 MILE TO THE STATION
 LG0930'ON THE RIGHT AS DESCRIBED.
 LG0930'
 LG0930'REFERENCE MARK NO. 3 IS 36.30 FEET NORTH OF THE STATION, 104
 LG0930'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 81, 18 FEET SOUTH
 LG0930'OF A HALF-SECTION LINE FENCE GOING WEST FROM THE STATION, AND 2
 LG0930'FEET SOUTH OF A WHITE WOODEN POST.  THE MARK PROJECTS 6 INCHES
 LG0930'AND THE DISK IS STAMPED GRAVE 2 NO 3 1963.
 LG0930'
 LG0930'REFERENCE MARK NO. 4 IS 53.78 FEET SOUTH OF THE STATION, 104
 LG0930'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 81, AND 53 FEET SOUTH
 LG0930'OF A STEEL WITNESS POST WITH SIGN.  THE MARK PROJECTS 4 INCHES
 LG0930'AND THE DISK IS STAMPED GRAVE 2 NO 4 1963.
 LG0930'
 LG0930'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 103 FEET WEST OF THE
 LG0930'CENTERLINE OF U.S. HIGHWAY 81, 2 FEET EAST OF A FENCE, AND 1 FOOT
 LG0930'NORTH OF A NEW STEEL POST WITH SIGN.  THE MARK PROJECTS 6 INCHES
 LG0930'AND THE DISK IS STAMPED GRAVE 2 1963.
 LG0930'
 LG0930'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 LG0930'HIGHWAY 81 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LG0930'DESCRIBED.
 LG0930'
 LG0930'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1123 ***********************************************************************
 ML1123  DESIGNATION -  GREELEY CATHOLIC CHURCH SPIRE
 ML1123  PID         -  ML1123
 ML1123  STATE/COUNTY-  NE/WHEELER
 ML1123  USGS QUAD   -  GREELEY (1985)
 ML1123
 ML1123                         *CURRENT SURVEY CONTROL
 ML1123  ___________________________________________________________________
 ML1123* NAD 83(1995)-  41 33 03.42038(N)    098 32 01.80568(W)     ADJUSTED  
 ML1123* NAVD 88     -                                                        
 ML1123  ___________________________________________________________________
 ML1123  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 ML1123  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 ML1123
 ML1123  HORZ ORDER  -  THIRD
 ML1123
 ML1123.The horizontal coordinates were established by classical geodetic methods
 ML1123.and adjusted by the National Geodetic Survey in August 1997..
 ML1123
 ML1123
 ML1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1123
 ML1123.The geoid height was determined by GEOID03.
 ML1123
 ML1123;                    North         East     Units Scale Factor Converg.
 ML1123;SPC NE       -   191,735.651   622,275.585   MT  0.99965890   +0 58 17.8
 ML1123;UTM  14      - 4,600,025.588   538,876.972   MT  0.99961860   +0 18 33.1
 ML1123
 ML1123                          SUPERSEDED SURVEY CONTROL
 ML1123
 ML1123  NAD 83(1986)-  41 33 03.42705(N)    098 32 01.81113(W) AD(       ) 4
 ML1123  NAD 27      -  41 33 03.40000(N)    098 32 00.54000(W) AD(       ) 3
 ML1123
 ML1123.Superseded values are not recommended for survey control.
 ML1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1123.See file dsdata.txt to determine how the superseded data were derived.
 ML1123
 ML1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3887700026(NAD 83)
 ML1123_MARKER: 90 = CHURCH SPIRE
 ML1123
 ML1123  HISTORY     - Date     Condition        Report By
 ML1123  HISTORY     - 1930     FIRST OBSERVED   CGS
 ML1123
 ML1123                          STATION DESCRIPTION
 ML1123
 ML1123'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1122 ***********************************************************************
 ML1122  DESIGNATION -  GREELEY CENTER CATH CH SPIRE
 ML1122  PID         -  ML1122
 ML1122  STATE/COUNTY-  NE/GREELEY
 ML1122  USGS QUAD   -  GREELEY (1985)
 ML1122
 ML1122                         *CURRENT SURVEY CONTROL
 ML1122  ___________________________________________________________________
 ML1122* NAD 83(1995)-  41 33 03.53490(N)    098 32 01.60234(W)     ADJUSTED  
 ML1122* NAVD 88     -                                                        
 ML1122  ___________________________________________________________________
 ML1122  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 ML1122  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 ML1122
 ML1122  HORZ ORDER  -  THIRD
 ML1122
 ML1122.The horizontal coordinates were established by classical geodetic methods
 ML1122.and adjusted by the National Geodetic Survey in August 1997..
 ML1122
 ML1122
 ML1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1122
 ML1122.The geoid height was determined by GEOID03.
 ML1122
 ML1122;                    North         East     Units Scale Factor Converg.
 ML1122;SPC NE       -   191,739.263   622,280.235   MT  0.99965890   +0 58 18.0
 ML1122;UTM  14      - 4,600,029.145   538,881.663   MT  0.99961860   +0 18 33.3
 ML1122
 ML1122                          SUPERSEDED SURVEY CONTROL
 ML1122
 ML1122  NAD 83(1986)-  41 33 03.54081(N)    098 32 01.60791(W) AD(       ) 4
 ML1122  NAD 27      -  41 33 03.49600(N)    098 32 00.34200(W) AD(       ) 3
 ML1122
 ML1122.Superseded values are not recommended for survey control.
 ML1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1122.See file dsdata.txt to determine how the superseded data were derived.
 ML1122
 ML1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3888200029(NAD 83)
 ML1122_MARKER: 90 = CHURCH SPIRE
 ML1122
 ML1122  HISTORY     - Date     Condition        Report By
 ML1122  HISTORY     - 1900     FIRST OBSERVED   CGS
 ML1122  HISTORY     - 1935     GOOD             CGS
 ML1122
 ML1122                          STATION DESCRIPTION
 ML1122
 ML1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1122'THE PRESENT CATHOLIC CHURCH IN GREELEY CENTER WAS ERECTED IN
 ML1122'1904.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0998 ***********************************************************************
 LG0998  HT_MOD      -  This is a Height Modernization Survey Station.
 LG0998  CBN         -  This is a Cooperative Base Network Control Station.
 LG0998  DESIGNATION -  GREEN
 LG0998  PID         -  LG0998
 LG0998  STATE/COUNTY-  NE/CASS
 LG0998  USGS QUAD   -  GREENWOOD (1972)
 LG0998
 LG0998                         *CURRENT SURVEY CONTROL
 LG0998  ___________________________________________________________________
 LG0998* NAD 83(1995)-  40 56 36.57171(N)    096 26 43.56459(W)     ADJUSTED  
 LG0998* NAVD 88     -       358.79   (meters)    1177.1    (feet)  GPS OBS   
 LG0998  ___________________________________________________________________
 LG0998  X           -    -541,634.912 (meters)                     COMP
 LG0998  Y           -  -4,794,459.564 (meters)                     COMP
 LG0998  Z           -   4,157,903.165 (meters)                     COMP
 LG0998  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 LG0998  ELLIP HEIGHT-         332.80  (meters)          (07/10/01) GPS OBS
 LG0998  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 LG0998
 LG0998  HORZ ORDER  -  B
 LG0998  ELLP ORDER  -  FOURTH    CLASS I
 LG0998
 LG0998.The horizontal coordinates were established by GPS observations
 LG0998.and adjusted by the National Geodetic Survey in June 1996..
 LG0998
 LG0998.The orthometric height was determined by GPS observations and a
 LG0998.high-resolution geoid model using precise GPS observation and
 LG0998.processing techniques.
 LG0998
 LG0998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0998
 LG0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0998
 LG0998.The ellipsoidal height was determined by GPS observations
 LG0998.and is referenced to NAD 83.
 LG0998
 LG0998.The geoid height was determined by GEOID03.
 LG0998
 LG0998;                    North         East     Units Scale Factor Converg.
 LG0998;SPC NE       -   129,407.679   799,147.127   MT  0.99970643   +2 21 20.2
 LG0998;UTM  14      - 4,535,626.728   715,036.435   MT  1.00016916   +1 40 28.9
 LG0998
 LG0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0998!SPC NE       -   0.99994780  x   0.99970643  =   0.99965424
 LG0998!UTM  14      -   0.99994780  x   1.00016916  =   1.00011695
 LG0998
 LG0998:                Primary Azimuth Mark                     Grid Az
 LG0998:SPC NE       -  ASHLAND RADIO MAST                       037 36 17.9
 LG0998:UTM  14      -  ASHLAND RADIO MAST                       038 17 09.2
 LG0998
 LG0998|---------------------------------------------------------------------|
 LG0998| PID    Reference Object                     Distance      Geod. Az  |
 LG0998|                                                           dddmmss.s |
 LG0998| MK2011 ASHLAND RADIO MAST                  APPROX.12.5 KM 0395738.1 |
 LG0998| CL6586 GREEN RM 2                            7.398 METERS 10207     |
 LG0998| CL6585 GREEN RM 1                           16.063 METERS 35509     |
 LG0998|---------------------------------------------------------------------|
 LG0998
 LG0998                          SUPERSEDED SURVEY CONTROL
 LG0998
 LG0998  ELLIP H (06/25/96)  332.87   (m)                       GP(       ) 1 1
 LG0998  NAD 83(1986)-  40 56 36.58577(N)    096 26 43.56878(W) AD(       ) 2
 LG0998  NAD 27      -  40 56 36.58021(N)    096 26 42.49833(W) AD(       ) 2
 LG0998
 LG0998.Superseded values are not recommended for survey control.
 LG0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0998.See file dsdata.txt to determine how the superseded data were derived.
 LG0998
 LG0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1503635627(NAD 83)
 LG0998_MARKER: I = METAL ROD
 LG0998_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LG0998_STAMPING: GREEN 1967
 LG0998_MARK LOGO: USGS  
 LG0998_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0998+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG0998
 LG0998  HISTORY     - Date     Condition        Report By
 LG0998  HISTORY     - 1967     MONUMENTED       USGS
 LG0998  HISTORY     - 19950329 GOOD             NGS
 LG0998  HISTORY     - 20000605 GOOD             NEDR
 LG0998  HISTORY     - 2002     GOOD             NEDR
 LG0998
 LG0998                          STATION DESCRIPTION
 LG0998
 LG0998'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 LG0998'THE STATION IS LOCATED ABOUT 1.5 MI S. OF GREENWOOD, T. 11 N.,
 LG0998'R. 9 E., NEAR THE COR. SECS. 5, 6, 7 AND 8, 29 FT N. AND 31 FT
 LG0998'E. OF CENTER OF CROSSROADS, 2 FT N. AND 2 FT E. OF FENCE CORNER.
 LG0998'
 LG0998'TO REACH THE STATION FROM THE RR. DEPOT AT GREENWOOD ON W. SIDE
 LG0998'HWY. 6, GO SW ALONG HWY 6 FOR 0.4 MI TO A T-RD. E., TURN LEFT (E.)
 LG0998'AND GO 0.05 MI TO A T-RD. S., TURN RIGHT (S.) AND GO 0.95 MI TO
 LG0998'CROSSROADS AND STATION ON LEFT (E.) SIDE OF RD.
 LG0998'
 LG0998'ALL MARKS ARE FLUSH WITH GROUND STANDARD TABLETS CRIMPED ON 0.5
 LG0998'IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN.
 LG0998'LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 LG0998'
 LG0998'THE STATION MARK IS STAMPED ET GREEN 1967.
 LG0998'
 LG0998'REFERENCE MARK 1 IS N. OF STATION, 81 FT N. AND 26 FT E. OF CENTER
 LG0998'OF CROSSROADS, 2 FT W. OF FENCE, STAMPED GREEN NO 1 1967.
 LG0998'
 LG0998'REFERENCE MARK 2 IS E. OF THE STATION, 24 FT N. AND 55 FT E OF CENTER
 LG0998'OF CROSSROADS, 2 FT S. OF POLE, STAMPED GREEN NO 2 1967.
 LG0998'
 LG0998'AZIMUTH MARK - NONE SET.
 LG0998'
 LG0998'REFERENCE AZIMUTH OBSERVED TO RED LIGHT ON TOP OF RADIO MAST LOCATED
 LG0998'APPROX. 1.0 MI SE OF ASHLAND.
 LG0998
 LG0998                          STATION RECOVERY (1995)
 LG0998
 LG0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG0998'TO REACH THE MARK FROM THE DEPOT IN GREENWOOD, GO SOUTHWEST ON U.S.
 LG0998'HIGHWAY 6 FOR 0.4 MI (0.6 KM) TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 LG0998'AND GO EAST ON CHURCH ROAD, WHICH IS GRAVELED, FOR 0.05 MI (0.08 KM)
 LG0998'TO A T-ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON 202ND STREET,
 LG0998'ALSO GRAVELED, FOR 1.0 MI (1.6 KM) TO MILL ROAD AND THE STATION ON THE
 LG0998'LEFT, IN THE NORTHEAST ANGLE OF THE INTERSECTION, ON ROAD RIGHT-OF-WAY
 LG0998'AND IN THE SW CORNER OF SEC5, T11N, R9E.  THE MARK IS A STANDARD U.S.
 LG0998'GEOLOGICAL SURVEY DISK, CRIMPED TO THE TOP OF A 1/2 INCH COPPER-CLAD
 LG0998'METAL ROD THAT IS SET WITHIN A 0.15 M (0.49 FT) DIAMETER, TERRA COTTA
 LG0998'PIPE THAT IS FLUSH WITH THE GROUND.  IT IS 31.0 FT (9.4 M) EAST FROM
 LG0998'THE CENTERLINE OF 202ND STREET, 29.0 FT (8.8 M) NORTH FROM THE
 LG0998'CENTERLINE OF MILL ROAD, 2.2 FT (0.7 M) NORTHEAST FROM AN OLD FENCE
 LG0998'CORNER POST, 2.5 FT (0.8 M) WEST FROM A WITNESS POST, 1.8 FT (0.5 M)
 LG0998'EAST FROM A WITNESS POST AND ABOUT 3 FT (0.9 M) HIGHER THAN THE CENTER
 LG0998'OF THE INTERSECTION.
 LG0998
 LG0998                          STATION RECOVERY (2000)
 LG0998
 LG0998'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG0998'RECOVERED AS DESCRIBED.
 LG0998
 LG0998                          STATION RECOVERY (2002)
 LG0998
 LG0998'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG0998'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0541 ***********************************************************************
 MN0541  DESIGNATION -  GREENWOOD
 MN0541  PID         -  MN0541
 MN0541  STATE/COUNTY-  NE/MORRILL
 MN0541  USGS QUAD   -  HORSEHEAD RANCH (1972)
 MN0541
 MN0541                         *CURRENT SURVEY CONTROL
 MN0541  ___________________________________________________________________
 MN0541* NAD 83(1995)-  41 28 34.97793(N)    103 07 34.67132(W)     ADJUSTED  
 MN0541* NAVD 88     -      1266.     (meters)    4154.     (feet)  SCALED    
 MN0541  ___________________________________________________________________
 MN0541  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 MN0541  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 MN0541
 MN0541  HORZ ORDER  -  SECOND
 MN0541
 MN0541.The horizontal coordinates were established by classical geodetic methods
 MN0541.and adjusted by the National Geodetic Survey in August 1997..
 MN0541
 MN0541.The orthometric height was scaled from a topographic map.
 MN0541
 MN0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0541
 MN0541.The geoid height was determined by GEOID03.
 MN0541
 MN0541;                    North         East     Units Scale Factor Converg.
 MN0541;SPC NE       -   187,138.959   239,017.313   MT  0.99965873   -2 04 18.4
 MN0541;UTM  13      - 4,593,336.808   656,444.672   MT  0.99990120   +1 14 28.4
 MN0541
 MN0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0541!SPC NE       -   0.99980460  x   0.99965873  =   0.99946339
 MN0541!UTM  13      -   0.99980460  x   0.99990120  =   0.99970582
 MN0541
 MN0541|---------------------------------------------------------------------|
 MN0541| PID    Reference Object                     Distance      Geod. Az  |
 MN0541|                                                           dddmmss.s |
 MN0541| CP8138 GREENWOOD RM 1                       12.679 METERS 12852     |
 MN0541| CP8139 GREENWOOD RM 2                       10.172 METERS 19837     |
 MN0541| MN0540 PLATTE PLINE MAST WNW DALTON        APPROX. 7.1 KM 2342537.6 |
 MN0541| CP8137 GREENWOOD AZ MK                                    2531429.7 |
 MN0541|---------------------------------------------------------------------|
 MN0541
 MN0541                          SUPERSEDED SURVEY CONTROL
 MN0541
 MN0541  NAD 83(1995)-  41 28 34.97759(N)    103 07 34.67127(W) AD(       ) 2
 MN0541  NAD 83(1986)-  41 28 34.97069(N)    103 07 34.67315(W) AD(       ) 2
 MN0541  NAD 27      -  41 28 35.05160(N)    103 07 32.92420(W) AD(       ) 2
 MN0541
 MN0541.Superseded values are not recommended for survey control.
 MN0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0541.See file dsdata.txt to determine how the superseded data were derived.
 MN0541
 MN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5644593337(NAD 83)
 MN0541_MARKER: DS = TRIANGULATION STATION DISK
 MN0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0541_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0541
 MN0541  HISTORY     - Date     Condition        Report By
 MN0541  HISTORY     - 1963     MONUMENTED       CGS
 MN0541
 MN0541                          STATION DESCRIPTION
 MN0541
 MN0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0541'THE STATION IS LOCATED ON A BENCH WHICH HAS SCATTERED PINE
 MN0541'TREES AROUND THE EDGE.  IT IS ON THE HIGHEST POINT IN THE
 MN0541'VICINITY AND IS ON LAND OWNED BY MR. RAY SATCHELL, ABOUT 13
 MN0541'MILES SOUTH OF BRIDGEPORT, 9 MILES NORTHWEST OF DALTON AND
 MN0541'7-1/2 MILES WEST OF U.S. HIGHWAY 385.
 MN0541'
 MN0541'TO REACH THE STATION FROM THE POST OFFICE IN DALTON, DRIVE
 MN0541'WEST FOR 0.05 MILE TO JUNCTION OF U.S. HIGHWAY 385.  TURN
 MN0541'RIGHT AND DRIVE NORTH ON U.S. HIGHWAY 385 FOR 0.2 MILE TO A
 MN0541'CROSSROAD.  TURN LEFT AND DRIVE WEST ON A GRAVELED ROAD FOR
 MN0541'3.55 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE NORTH
 MN0541'ON A GRAVELED ROAD FOR 6.2 MILES TO A DRIVEWAY TO A RANCH ON
 MN0541'THE LEFT.  CONTINUE NORTHERLY ON THE MAIN TRAVELED ROAD FOR
 MN0541'0.2 MILE TO A CATTLE GUARD ACROSS THE ROAD.  CONTINUE NORTH
 MN0541'FOR 0.3 MILE TO A LARGE MAIL BOX ON THE EAST SIDE OF THE ROAD
 MN0541'AND A SIDE ROAD LEFT.  TURN LEFT AND DRIVE WESTERLY FOR 1.35
 MN0541'MILES TO THE RAY SATCHELL RANCH BUILDINGS.  PASS TO THE
 MN0541'NORTH OF THE RANCH HOUSE, THENCE WEST ON A FIELD ROAD FOR
 MN0541'0.65 MILE.  KEEP LEFT AND GO SOUTHWEST ALONG THE NORTHWEST
 MN0541'EDGE OF A FIELD FOR 0.15 MILE TO A WIRE GATE.  PASS THROUGH
 MN0541'THE GATE AND DRIVE SOUTHWEST ON A TRACK ROAD FOR 0.25
 MN0541'MILE TO A WIRE GATE AT A T-FENCE INTERSECTION.  PASS
 MN0541'THROUGH THE GATE AND CONTINUE SOUTHWESTERLY ON A TRACK ROAD
 MN0541'FOR 0.25 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND DRIVE
 MN0541'SOUTHWEST FOR 0.3 MILE, ON A TRACK ROAD, TO THE HIGHEST
 MN0541'POINT OF A SMALL BENCH AND THE STATION.
 MN0541'
 MN0541'THE STATION MARK IS A STANDARD DISK, STAMPED GREENWOOD 1963,
 MN0541'SET IN THE TOP OF CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0541'INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 MN0541'SURFACE.  IT IS ABOUT 30 FEET SOUTHEAST OF WHERE THE BENCH
 MN0541'BREAKS SHARPLY TO THE WEST.
 MN0541'
 MN0541'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREENWOOD NO 1
 MN0541'1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 MN0541'IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 MN0541'SURFACE.
 MN0541'
 MN0541'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREENWOOD NO 2
 MN0541'1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 MN0541'IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE
 MN0541'GROUND SURFACE.
 MN0541'
 MN0541'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE SOUTHWEST ON
 MN0541'A TRACK ROAD FOR 0.1 MILE TO A FENCE CORNER AND A WIRE GATE.
 MN0541'PASS THROUGH THE WIRE GATE AND DRIVE WEST ALONG THE NORTH SIDE
 MN0541'OF AN EAST-WEST FENCE FOR 0.25 MILE TO THE AZIMUTH MARK ON
 MN0541'THE SOUTH SIDE OF THE TRACK ROAD.
 MN0541'
 MN0541'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GREENWOOD 1963,
 MN0541'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 MN0541'2 BY 3 FEET.  IT IS 48 FEET SOUTH OF THE CENTER OF A TRACK
 MN0541'ROAD, 6.5 FEET SOUTH OF A METAL WITNESS POST WITH A SIGN
 MN0541'ATTACHED SET IN THE CENTER OF A 3 FOOT CARIN AND ABOUT 15 FEET
 MN0541'HIGHER THAN THE TRACK ROAD NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1110 ***********************************************************************
 LH1110  DESIGNATION -  GREENWOOD
 LH1110  PID         -  LH1110
 LH1110  STATE/COUNTY-  NE/HAMILTON
 LH1110  USGS QUAD   -  HARVARD NW (1969)
 LH1110
 LH1110                         *CURRENT SURVEY CONTROL
 LH1110  ___________________________________________________________________
 LH1110* NAD 83(1995)-  40 42 46.58573(N)    098 08 04.73580(W)     ADJUSTED  
 LH1110* NAVD 88     -       562.32   (+/-2cm)    1844.9    (feet)  VERTCON   
 LH1110  ___________________________________________________________________
 LH1110  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 LH1110  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 LH1110
 LH1110  HORZ ORDER  -  THIRD
 LH1110  VERT ORDER  -  THIRD ? (See Below)
 LH1110
 LH1110.The horizontal coordinates were established by classical geodetic methods
 LH1110.and adjusted by the National Geodetic Survey in August 1997..
 LH1110
 LH1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1110.The vertical order pertains to the NGVD 29 superseded value.
 LH1110
 LH1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1110
 LH1110.The geoid height was determined by GEOID03.
 LH1110
 LH1110;                    North         East     Units Scale Factor Converg.
 LH1110;SPC NE       -    99,361.304   657,569.523   MT  0.99975358   +1 14 10.2
 LH1110;UTM  14      - 4,507,251.574   573,092.610   MT  0.99966576   +0 33 52.1
 LH1110
 LH1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1110!SPC NE       -   0.99991581  x   0.99975358  =   0.99966941
 LH1110!UTM  14      -   0.99991581  x   0.99966576  =   0.99958160
 LH1110
 LH1110|---------------------------------------------------------------------|
 LH1110| PID    Reference Object                     Distance      Geod. Az  |
 LH1110|                                                           dddmmss.s |
 LH1110| CN8670 GREENWOOD RM 1                       35.487 METERS 12308     |
 LH1110| CN8671 GREENWOOD RM 2                       40.456 METERS 24128     |
 LH1110| CN8669 GREENWOOD AZ MK                                    2670131.1 |
 LH1110|---------------------------------------------------------------------|
 LH1110
 LH1110                          SUPERSEDED SURVEY CONTROL
 LH1110
 LH1110  NAD 83(1986)-  40 42 46.59341(N)    098 08 04.73744(W) AD(       ) 3
 LH1110  NAD 27      -  40 42 46.55000(N)    098 08 03.53700(W) AD(       ) 3
 LH1110  NGVD 29 (07/19/86)  562.09   (m)         1844.1    (f) LEVELING    3  
 LH1110
 LH1110.Superseded values are not recommended for survey control.
 LH1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1110.See file dsdata.txt to determine how the superseded data were derived.
 LH1110
 LH1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7309307252(NAD 83)
 LH1110_MARKER: DS = TRIANGULATION STATION DISK
 LH1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1110
 LH1110  HISTORY     - Date     Condition        Report By
 LH1110  HISTORY     - 1951     MONUMENTED       CGS
 LH1110
 LH1110                          STATION DESCRIPTION
 LH1110
 LH1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1110'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH-NORTHWEST OF HARVARD
 LH1110'AND 5 MILES SOUTH-SOUTHEAST OF GILTNER.  IT IS 33 FEET NORTH FROM
 LH1110'THE CENTER OF AN EAST-WEST GRAVELED ROAD, 3 FEET WEST OF A
 LH1110'TELEPHONE POLE AND 3 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 LH1110'GREENWOOD 1951 AND PROJECTS 4 INCHES.
 LH1110'
 LH1110'REFERENCE MARK NO. 1 IS 31.5 FEET SOUTH FROM THE CENTER OF A
 LH1110'GRAVELED ROAD.  IT IS STAMPED GREENWOOD NO 1 1951 AND PROJECTS
 LH1110'6 INCHES.
 LH1110'
 LH1110'REFERENCE MARK NO. 2 IS 31 FEET SOUTH FROM THE CENTER OF A
 LH1110'GRAVELED ROAD AND 8 FEET EAST FROM THE CENTER OF A FIELD
 LH1110'ENTRANCE.  IT IS STAMPED GREENWOOD NO 2 1951 AND PROJECTS 6
 LH1110'INCHES.
 LH1110'
 LH1110'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 LH1110'2 IS 213.7 FEET.
 LH1110'
 LH1110'THE AZIMUTH MARK IS SET IN A FENCE LINE, 1 FOOT WEST FROM THE
 LH1110'WEST END OF A GATE LEADING INTO THE GREENWOOD CEMETERY AND 36 FEET
 LH1110'SOUTH FROM THE CENTER OF AN EAST-WEST GRAVELED ROAD.  IT IS
 LH1110'STAMPED GREENWOOD 1951 AND PROJECTS 6 INCHES.
 LH1110'
 LH1110'TO REACH THE STATION FROM THE POST OFFICE IN GILTNER, GO SOUTH
 LH1110'ON A GRAVELED STREET FOR 0.2 MILE TO A CROSSROAD, TURN LEFT
 LH1110'AND GO EAST ON A GRAVELED ROAD FOR 0.15 MILE TO A CROSSROAD,
 LH1110'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 4.0 MILES TO A
 LH1110'CROSSROAD, TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.5
 LH1110'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 LH1110'EAST FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0997 ***********************************************************************
 LG0997  DESIGNATION -  GREENWOOD
 LG0997  PID         -  LG0997
 LG0997  STATE/COUNTY-  NE/LANCASTER
 LG0997  USGS QUAD   -  GREENWOOD (1972)
 LG0997
 LG0997                         *CURRENT SURVEY CONTROL
 LG0997  ___________________________________________________________________
 LG0997* NAD 83(1995)-  40 58 16.03782(N)    096 23 17.13099(W)     ADJUSTED  
 LG0997* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 LG0997  ___________________________________________________________________
 LG0997  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 LG0997  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 LG0997
 LG0997  HORZ ORDER  -  SECOND
 LG0997
 LG0997.The horizontal coordinates were established by classical geodetic methods
 LG0997.and adjusted by the National Geodetic Survey in August 1997..
 LG0997
 LG0997.The orthometric height was scaled from a topographic map.
 LG0997
 LG0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0997
 LG0997.The geoid height was determined by GEOID03.
 LG0997
 LG0997;                    North         East     Units Scale Factor Converg.
 LG0997;SPC NE       -   132,672.439   803,842.110   MT  0.99970185   +2 23 37.0
 LG0997;UTM  14      - 4,538,837.019   719,772.130   MT  1.00019451   +1 42 47.7
 LG0997
 LG0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0997!SPC NE       -   0.99994761  x   0.99970185  =   0.99964948
 LG0997!UTM  14      -   0.99994761  x   1.00019451  =   1.00014211
 LG0997
 LG0997:                Primary Azimuth Mark                     Grid Az
 LG0997:SPC NE       -  ASHLAND RADIO MAST                       023 44 02.5
 LG0997:UTM  14      -  ASHLAND RADIO MAST                       024 24 51.8
 LG0997
 LG0997|---------------------------------------------------------------------|
 LG0997| PID    Reference Object                     Distance      Geod. Az  |
 LG0997|                                                           dddmmss.s |
 LG0997| MK2011 ASHLAND RADIO MAST                  APPROX. 7.2 KM 0260739.5 |
 LG0997| CL6587 GREENWOOD RM 1                       14.898 METERS 31523     |
 LG0997| CL6588 GREENWOOD RM 2                       19.062 METERS 35821     |
 LG0997|---------------------------------------------------------------------|
 LG0997
 LG0997                          SUPERSEDED SURVEY CONTROL
 LG0997
 LG0997  NAD 83(1986)-  40 58 16.05107(N)    096 23 17.13370(W) AD(       ) 2
 LG0997  NAD 27      -  40 58 16.04875(N)    096 23 16.06733(W) AD(       ) 2
 LG0997
 LG0997.Superseded values are not recommended for survey control.
 LG0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0997.See file dsdata.txt to determine how the superseded data were derived.
 LG0997
 LG0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1977238837(NAD 83)
 LG0997_MARKER: DD = SURVEY DISK
 LG0997_SETTING: 0 = UNSPECIFIED SETTING
 LG0997
 LG0997  HISTORY     - Date     Condition        Report By
 LG0997  HISTORY     - 1967     MONUMENTED       USGS
 LG0997  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 LG0997
 LG0997                          STATION DESCRIPTION
 LG0997
 LG0997'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 LG0997'THE STATION IS LOCATED ABOUT 4.5 MI S. AND 1.5 MI W. OF ASHLAND
 LG0997'AT THE HWY. OVERPASS, T. 12 N., R. 9 E., NEAR COR. SECS. 26, 27, 34
 LG0997'AND 35, 227 FT SW. ALONG CENTER HWY. FROM CENTER OF OVERPASS AND
 LG0997'17 FT E. OF CENTER OF HWY.
 LG0997'
 LG0997'TO REACH THE STATION FROM POST OFFICE AT ASHLAND, GO E. ALONG SILVER
 LG0997'ST. AND CITY RT. 6 FOR 0.65 MI TO JCT. HWY. 6, TURN RIGHT (SW.)
 LG0997'AND GO ALONG U. S. HWY. 6 W. FOR 2.3 MI TO JCT. HWY. 80 AND 63,
 LG0997'TURN LEFT (S.) AND GO 3.0 MI ALONG HWY. 63 E. AND HWY. 80 TO JCT.
 LG0997'HWY.  80 E. AND 80 W. AT OVERPASS AND STATION AT SW. END OF
 LG0997'OVERPASS.
 LG0997'
 LG0997'STATION MARK IS FLUSH WITH THE GROUND, STANDARD TABLET CRIMPED ON
 LG0997'0.5 IN. COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE, 12 IN.
 LG0997'LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 LG0997'
 LG0997'THE STATION MARK IS STAMPED ET GREENWOOD 1967.
 LG0997'
 LG0997'REFERENCE MARK 1 IS NW. OF THE STATION, CEMENTED IN PLACE IN THE
 LG0997'CURB AT THE END OF OVERPASS.
 LG0997'
 LG0997'REFERENCE MARK 2 IS N. OF THE STATION STANDARD TABLET CEMENTED IN
 LG0997'PLACE IN THE CURB AT THE SW. END OF OVERPASS STAMPED GREENWOOD
 LG0997'NO 2 1967.
 LG0997'
 LG0997'AZIMUTH MARK - NONE SET.
 LG0997'
 LG0997'REFERENCE AZIMUTH OBSERVED TO RED LIGHT ATOP RADIO MAST APPROX. 1.0
 LG0997'MI SE. OF ASHLAND.
 LG0997
 LG0997                          STATION RECOVERY (2004)
 LG0997
 LG0997'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0997'STATION GREENWOOD NOT FOUND. SITE LOCATED. STATION MARK SITE HAS BEEN
 LG0997'COVERED OVER WITH NEW BLACKTOP. REFERENCE MARK 1 (CL6587) FOUND GOOD
 LG0997'AND IS IN THE WEST CURB AT THE SOUTHWEST END OF THE OVERPASS.
 LG0997'REFERENCE MARK 2 (CL6588) FOUND GOOD AND IS IN THE EAST CURB AT THE
 LG0997'SOUTHEAST (NOT SOUTHWEST AS STATED IN THE 1967 DESCRIPTION) END OF THE
 LG0997'OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1888 ***********************************************************************
 MK1888  DESIGNATION -  GRESHAM
 MK1888  PID         -  MK1888
 MK1888  STATE/COUNTY-  NE/YORK
 MK1888  USGS QUAD   -  GRESHAM (1965)
 MK1888
 MK1888                         *CURRENT SURVEY CONTROL
 MK1888  ___________________________________________________________________
 MK1888* NAD 83(1995)-  41 01 55.22670(N)    097 24 47.79191(W)     ADJUSTED  
 MK1888* NAVD 88     -       496.     (meters)    1627.     (feet)  SCALED    
 MK1888  ___________________________________________________________________
 MK1888  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 MK1888  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 MK1888
 MK1888  HORZ ORDER  -  THIRD
 MK1888
 MK1888.The horizontal coordinates were established by classical geodetic methods
 MK1888.and adjusted by the National Geodetic Survey in August 1997..
 MK1888
 MK1888.The orthometric height was scaled from a topographic map.
 MK1888
 MK1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1888
 MK1888.The geoid height was determined by GEOID03.
 MK1888
 MK1888;                    North         East     Units Scale Factor Converg.
 MK1888;SPC NE       -   136,337.241   717,429.910   MT  0.99969257   +1 42 51.2
 MK1888;UTM  14      - 4,543,522.843   633,383.770   MT  0.99981897   +1 02 30.5
 MK1888
 MK1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1888!SPC NE       -   0.99992628  x   0.99969257  =   0.99961888
 MK1888!UTM  14      -   0.99992628  x   0.99981897  =   0.99974527
 MK1888
 MK1888:                Primary Azimuth Mark                     Grid Az
 MK1888:SPC NE       -  GRESHAM MUNICIPAL TANK                   117 36 21.1
 MK1888:UTM  14      -  GRESHAM MUNICIPAL TANK                   118 16 41.8
 MK1888
 MK1888|---------------------------------------------------------------------|
 MK1888| PID    Reference Object                     Distance      Geod. Az  |
 MK1888|                                                           dddmmss.s |
 MK1888| MK1890 GRESHAM MUNICIPAL TANK              APPROX. 1.0 KM 1191912.3 |
 MK1888| CN8673 GRESHAM RM 1                         24.247 METERS 13008     |
 MK1888| CN8674 GRESHAM RM 2                         31.483 METERS 23913     |
 MK1888| CN8672 GRESHAM AZ MK                                      2684110.2 |
 MK1888| MK1889 GRESHAM 2                             6.153 METERS 29919     |
 MK1888|---------------------------------------------------------------------|
 MK1888
 MK1888                          SUPERSEDED SURVEY CONTROL
 MK1888
 MK1888  NAD 83(1986)-  41 01 55.23577(N)    097 24 47.79340(W) AD(       ) 3
 MK1888  NAD 27      -  41 01 55.18300(N)    097 24 46.60200(W) AD(       ) 3
 MK1888
 MK1888.Superseded values are not recommended for survey control.
 MK1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1888.See file dsdata.txt to determine how the superseded data were derived.
 MK1888
 MK1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3338443523(NAD 83)
 MK1888_MARKER: DS = TRIANGULATION STATION DISK
 MK1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1888
 MK1888  HISTORY     - Date     Condition        Report By
 MK1888  HISTORY     - 1950     MONUMENTED       CGS
 MK1888  HISTORY     - 1956     SEE DESCRIPTION  CGS
 MK1888
 MK1888                          STATION DESCRIPTION
 MK1888
 MK1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1888'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHWEST OF THE SMALL
 MK1888'TOWN OF GRESHAM.  IT IS 28 FEET NORTH OF THE CENTERLINE
 MK1888'OF A GRAVEL ROAD, 25 FEET EAST OF T-CORNER POST WITH A TRIANGLE
 MK1888'BLAZE, 13 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 MK1888'SOUTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT
 MK1888'3 INCHES AND THE DISK IS STAMPED GRESHAM 1950.
 MK1888'
 MK1888'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF THE CENTERLINE OF
 MK1888'A ROAD, 10 FEET WEST OF A TELEPHONE POLE AND 1 FOOT NORTH
 MK1888'OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 6
 MK1888'INCHES AND THE DISK IS STAMPED GRESHAM NO 1 1950.
 MK1888'
 MK1888'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE CENTERLINE OF A
 MK1888'ROAD, 6 FEET EAST OF A TELEPHONE POLE AND 1 FOOT NORTH OF
 MK1888'A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 MK1888'AND THE DISK IS STAMPED GRESHAM NO 2 1950.
 MK1888'
 MK1888'AZIMUTH MARK IS 58 FEET EAST OF THE CENTERLINE OF A ROAD,
 MK1888'25 FEET SOUTH OF THE CENTERLINE OF A ROAD, 4 FEET EAST NORTHEAST
 MK1888'OF A TELEPHONE POLE, 2 FEET EAST OF A WHITE WITNESS POST AND
 MK1888'1 FOOT NORTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS
 MK1888'ABOUT 6 INCHES AND THE DISK IS STAMPED GRESHAM 1950.
 MK1888'
 MK1888'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN
 MK1888'OF GRESHAM, GO WEST ON THE MAIN STREET FOR 0.2 MILE TO A
 MK1888'T-ROAD.  TURN RIGHT AND GO NORTH FOR 0.2 MILE TO A CROSSROADS
 MK1888'AND CHURCH IN SOUTHWEST CORNER.  TURN LEFT (WEST) AND GO 0.4
 MK1888'MILE TO STATION ON NORTH SIDE OF ROAD AS DESCRIBED.
 MK1888'
 MK1888'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.6
 MK1888'MILE TO MARK ON SOUTH SIDE OF ROAD JUST BEFORE REACHING A
 MK1888'CROSSROADS.
 MK1888'
 MK1888'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MK1888
 MK1888                          STATION RECOVERY (1956)
 MK1888
 MK1888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 MK1888'STATION WAS RECOVERED AS DESCRIBED.  BUT ALL THE MARKS HAD
 MK1888'BEEN SIDESWIPED BY ROAD GRADING MACHINERY.  THE AZIMUTH MARK
 MK1888'WAS TILTED AT A SHARP ANGLE.  IT WAS RESET.  THE UNDERGROUND
 MK1888'STATION MARK WAS STILL INTACT AND IT WAS USED TO ESTABLISHED
 MK1888'A NEW STATION, GRESHAM 2, ON LINE WITH THE PROJECTED AZIMUTH
 MK1888'LINE FROM THE GRESHAM, MUNI., WATER TANK TO TRIANGULATION
 MK1888'STATION GRESHAM 1950.  FOR DETAILS, SEE THE DESCRIPTION
 MK1888'OF GRESHAM 2 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1889 ***********************************************************************
 MK1889  DESIGNATION -  GRESHAM 2
 MK1889  PID         -  MK1889
 MK1889  STATE/COUNTY-  NE/YORK
 MK1889  USGS QUAD   -  GRESHAM (1965)
 MK1889
 MK1889                         *CURRENT SURVEY CONTROL
 MK1889  ___________________________________________________________________
 MK1889* NAD 83(1995)-  41 01 55.32437(N)    097 24 48.02157(W)     ADJUSTED  
 MK1889* NAVD 88     -       496.     (meters)    1627.     (feet)  SCALED    
 MK1889  ___________________________________________________________________
 MK1889  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 MK1889  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 MK1889
 MK1889  HORZ ORDER  -  THIRD
 MK1889
 MK1889.The horizontal coordinates were established by classical geodetic methods
 MK1889.and adjusted by the National Geodetic Survey in August 1997..
 MK1889.No horizontal observational check was made to the station.
 MK1889
 MK1889.The orthometric height was scaled from a topographic map.
 MK1889
 MK1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1889
 MK1889.The geoid height was determined by GEOID03.
 MK1889
 MK1889;                    North         East     Units Scale Factor Converg.
 MK1889;SPC NE       -   136,340.091   717,424.459   MT  0.99969257   +1 42 51.0
 MK1889;UTM  14      - 4,543,525.758   633,378.353   MT  0.99981895   +1 02 30.4
 MK1889
 MK1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1889!SPC NE       -   0.99992628  x   0.99969257  =   0.99961888
 MK1889!UTM  14      -   0.99992628  x   0.99981895  =   0.99974525
 MK1889
 MK1889|---------------------------------------------------------------------|
 MK1889| PID    Reference Object                     Distance      Geod. Az  |
 MK1889|                                                           dddmmss.s |
 MK1889| MK1888 GRESHAM                               6.153 METERS 11919     |
 MK1889| MK1890 GRESHAM MUNICIPAL TANK              APPROX. 1.0 KM 1191912.2 |
 MK1889| CN8676 GRESHAM 2 RM 3                       33.077 METERS 12809     |
 MK1889| CN8677 GRESHAM 2 RM 4                       30.770 METERS 22711     |
 MK1889| CN8675 GRESHAM 2 AZ MK                                    2682540.8 |
 MK1889|---------------------------------------------------------------------|
 MK1889
 MK1889                          SUPERSEDED SURVEY CONTROL
 MK1889
 MK1889  NAD 83(1986)-  41 01 55.33344(N)    097 24 48.02307(W) AD(       ) 3
 MK1889  NAD 27      -  41 01 55.28100(N)    097 24 46.83200(W) AD(       ) 3
 MK1889
 MK1889.Superseded values are not recommended for survey control.
 MK1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1889.See file dsdata.txt to determine how the superseded data were derived.
 MK1889
 MK1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3337843526(NAD 83)
 MK1889_MARKER: DS = TRIANGULATION STATION DISK
 MK1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1889
 MK1889  HISTORY     - Date     Condition        Report By
 MK1889  HISTORY     - 1956     MONUMENTED       CGS
 MK1889
 MK1889                          STATION DESCRIPTION
 MK1889
 MK1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 MK1889'STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF THE SMALL
 MK1889'TOWN OF GRESHAM, ABOUT 100 YARDS WEST-SOUTHWEST OF PETE
 MK1889'SCHREIBERS FARMHOUSE, 34 FEET NORTH OF THE CENTER OF GRAVEL
 MK1889'ROAD, 2 FEET WEST OF WHITE WITNESS POST, AND 1 FOOT SOUTH OF
 MK1889'FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 MK1889'GRESHAM 2 1956.
 MK1889'
 MK1889'REFERENCE MARK ON. 3 IS 34 FEET SOUTH OF THE CENTER OF GRAVEL
 MK1889'ROAD, 3 FEET WEST OF A TELEPHONE POLE, AND 1 FOOT NORTH OF
 MK1889'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MK1889'GRESHAM 2 NO 3 1956.
 MK1889'
 MK1889'REFERENCE MARK NO. 4 IS 34 FEET SOUTH OF THE CENTER OF GRAVEL
 MK1889'ROAD, 3 FEET EAST OF A TELEPHONE POLE AND 1 FOOT NORTH OF FENCE.
 MK1889'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GRESHAM
 MK1889'2 NO 4 1956.
 MK1889'
 MK1889'AZIMUTH MARK IS 66 FEET EAST OF THE CENTER OF GRAVEL ROAD, 34 FEET
 MK1889'EAST OF A FENCE CORNER, AND 32 FEET SOUTH OF THE CENTER OF
 MK1889'GRAVEL ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MK1889'STAMPED GRESHAM 2 1956.
 MK1889'
 MK1889'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN
 MK1889'OF GRESHAM, GO WEST ON THE MAIN STREET FOR 0.2 MILE TO A
 MK1889'T-ROAD.  TURN RIGHT AND GO NORTH FOR 0.2 MILE TO A CROSSROADS
 MK1889'AND A CHURCH IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 MK1889'TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 0.4 MILE TO THE
 MK1889'STATION ON THE NORTH SIDE OF ROAD AS DESCRIBED.
 MK1889'
 MK1889'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 MK1889'ROAD FOR 0.6 MILE TO A CROSSROADS AND THE STATION MARK IN
 MK1889'THE SOUTHEAST ANGLE OF THE CROSSROADS AS DESRIBED.
 MK1889'
 MK1889'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1890 ***********************************************************************
 MK1890  DESIGNATION -  GRESHAM MUNICIPAL TANK
 MK1890  PID         -  MK1890
 MK1890  STATE/COUNTY-  NE/YORK
 MK1890  USGS QUAD   -  GRESHAM (1965)
 MK1890
 MK1890                         *CURRENT SURVEY CONTROL
 MK1890  ___________________________________________________________________
 MK1890* NAD 83(1995)-  41 01 39.58756(N)    097 24 11.02530(W)     ADJUSTED  
 MK1890* NAVD 88     -                                                        
 MK1890  ___________________________________________________________________
 MK1890  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 MK1890  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 MK1890
 MK1890  HORZ ORDER  -  THIRD
 MK1890
 MK1890.The horizontal coordinates were established by classical geodetic methods
 MK1890.and adjusted by the National Geodetic Survey in August 1997..
 MK1890
 MK1890
 MK1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1890
 MK1890.The geoid height was determined by GEOID03.
 MK1890
 MK1890;                    North         East     Units Scale Factor Converg.
 MK1890;SPC NE       -   135,880.898   718,302.597   MT  0.99969320   +1 43 15.5
 MK1890;UTM  14      - 4,543,056.229   634,251.152   MT  0.99982183   +1 02 54.3
 MK1890
 MK1890                          SUPERSEDED SURVEY CONTROL
 MK1890
 MK1890  NAD 83(1986)-  41 01 39.59636(N)    097 24 11.02636(W) AD(       ) 4
 MK1890  NAD 27      -  41 01 39.54300(N)    097 24 09.83500(W) AD(       ) 3
 MK1890
 MK1890.Superseded values are not recommended for survey control.
 MK1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1890.See file dsdata.txt to determine how the superseded data were derived.
 MK1890
 MK1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3425143056(NAD 83)
 MK1890_MARKER: 51 = TANK
 MK1890
 MK1890  HISTORY     - Date     Condition        Report By
 MK1890  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1890
 MK1890                          STATION DESCRIPTION
 MK1890
 MK1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1890'POINT SIGHTED UPON WAS FINIAL ATOP MUNICIPAL WATER TANK, BLACK
 MK1890'BODY, SILVER TOP, IN WEST CENTRAL PORTION OF TOWN OF GRESHAM.
 MK1890'
 MK1890'OBSERVED UPON FROM STATIONS SCHERER, HROMAS, STODDARD, AND RUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0630 ***********************************************************************
 NP0630  DESIGNATION -  GREY
 NP0630  PID         -  NP0630
 NP0630  STATE/COUNTY-  NE/SHERIDAN
 NP0630  USGS QUAD   -  SMITH LAKE (1989)
 NP0630
 NP0630                         *CURRENT SURVEY CONTROL
 NP0630  ___________________________________________________________________
 NP0630* NAD 83(1995)-  42 28 34.40652(N)    102 29 50.75639(W)     ADJUSTED  
 NP0630* NAVD 88     -      1202.22   (+/-2cm)    3944.3    (feet)  VERTCON   
 NP0630  ___________________________________________________________________
 NP0630  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 NP0630  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 NP0630
 NP0630  HORZ ORDER  -  SECOND
 NP0630  VERT ORDER  -  THIRD ? (See Below)
 NP0630
 NP0630.The horizontal coordinates were established by classical geodetic methods
 NP0630.and adjusted by the National Geodetic Survey in August 1997..
 NP0630
 NP0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0630.The vertical order pertains to the NGVD 29 superseded value.
 NP0630
 NP0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0630
 NP0630.The geoid height was determined by GEOID03.
 NP0630
 NP0630;                    North         East     Units Scale Factor Converg.
 NP0630;SPC NE       -   296,407.647   294,704.954   MT  0.99980216   -1 39 18.1
 NP0630;UTM  13      - 4,705,687.769   705,710.059   MT  1.00012067   +1 41 25.9
 NP0630
 NP0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0630!SPC NE       -   0.99981434  x   0.99980216  =   0.99961654
 NP0630!UTM  13      -   0.99981434  x   1.00012067  =   0.99993499
 NP0630
 NP0630|---------------------------------------------------------------------|
 NP0630| PID    Reference Object                     Distance      Geod. Az  |
 NP0630|                                                           dddmmss.s |
 NP0630| CQ3851 GREY RM 1                            13.925 METERS 09305     |
 NP0630| CQ3852 GREY RM 2                            14.405 METERS 17632     |
 NP0630| CQ3850 GREY AZ MK                                         3354249.9 |
 NP0630|---------------------------------------------------------------------|
 NP0630
 NP0630                          SUPERSEDED SURVEY CONTROL
 NP0630
 NP0630  NAD 83(1995)-  42 28 34.40514(N)    102 29 50.75627(W) AD(       ) 2
 NP0630  NAD 83(1986)-  42 28 34.39944(N)    102 29 50.75155(W) AD(       ) 2
 NP0630  NAD 27      -  42 28 34.52200(N)    102 29 49.01900(W) AD(       ) 2
 NP0630  NGVD 29 (07/19/86) 1201.69   (m)         3942.5    (f) LEVELING    3  
 NP0630
 NP0630.Superseded values are not recommended for survey control.
 NP0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0630.See file dsdata.txt to determine how the superseded data were derived.
 NP0630
 NP0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0571005688(NAD 83)
 NP0630_MARKER: DB = BENCH MARK DISK
 NP0630_SETTING: 0 = UNSPECIFIED SETTING
 NP0630
 NP0630  HISTORY     - Date     Condition        Report By
 NP0630  HISTORY     - 1946     MONUMENTED       USGS
 NP0630  HISTORY     - 1968     GOOD             CGS
 NP0630
 NP0630                          STATION DESCRIPTION
 NP0630
 NP0630'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0630'LOCATED 33 MILES, AIR LINE, NORTHWEST OF ALLIANCE, 18.5 MILES,
 NP0630'AIRLINE, SOUTH-SOUTHEAST OF RAY SPRINGS AND 5.5 MILES, AIRLINE,
 NP0630'SOUTH OF THE MOUTH OF PINE CREEK, ON THE HIGHEST POINT OF AN
 NP0630'EAST-WEST RIDGE.  IT IS 0.15 MILE SOUTH OF A FENCE CORNER.
 NP0630'IT IS A USGS BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE,
 NP0630'CONCRETE POST PROJECTING 4 INCHES.  IT IS STAMPED GREY 1946.
 NP0630'
 NP0630'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL ABOUT 1
 NP0630'FOOT LOWER THAN THE STATION.  IT IS STAMPED GREY USGS NO 1
 NP0630'1946 AND PROJECTS 4 INCHES.
 NP0630'
 NP0630'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND ABOUT
 NP0630'1.5 FEET LOWER THAN THE STATION.  IT IS STAMPED GREY USGS NO 2
 NP0630'1946 AND PROJECTS 4 INCHES.
 NP0630'
 NP0630'AZIMUTH MARK IS 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND
 NP0630'93 FEET NORTH OF A FENCE CORNER.  IT IS STAMPED GREY USGS
 NP0630'1946 AND PROJECTS 4 INCHES.
 NP0630'
 NP0630'REACHED FROM THE JUNCTIONS OF STATE HIGHWAYS 2 AND 19 AT THE
 NP0630'EAST EDGE OF ALLIANCE, GO NORTH ON STATE HIGHWAY 19 FOR 15.4
 NP0630'MILES TO ITS JUNCTION WITH STATE HIGHWAY 87.  TURN RIGHT, EAST,
 NP0630'ON STATE HIGHWAY 87 AND GO 18.7 MILES TO A BRIDGE ACROSS THE
 NP0630'NIOBRARA RIVER, CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO A
 NP0630'CROSSROAD.  TURN RIGHT, EAST, AND GO 6.0 MILES TO A T ROAD LEFT,
 NP0630'TURN LEFT, NORTH, AND GO 1.0 MILE TO A T ROAD RIGHT.  TURN
 NP0630'RIGHT, EAST, AND GO 2.3 MILES, CROSSING RIVER, TO A FORK
 NP0630'JUST BEFORE CROSSING A CATTLE GUARD.  TAKE LEFT FORK,
 NP0630'CROSSING CATTLE GUARD, AND CONTINUE ON MAIN TRAVELED
 NP0630'ROAD FOR 2.3 MILES TO A JUNCTION WITH A NORTH-SOUTH
 NP0630'ROAD AT A CEMETERY.  TURN RIGHT, SOUTH, AND GO 2.2 MILES
 NP0630'TO A FORK JUST AFTER CROSSING CATTLE GUARD.  TAKE RIGHT
 NP0630'FORK, UPHILL, AND GO 0.1 MILE TO THE TOP OF THE HILL AND
 NP0630'THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO 0.2 MILES
 NP0630'TO THE TOP OF THE RIDGE AND THE STATION AS DESCRIBED.
 NP0630
 NP0630                          STATION RECOVERY (1968)
 NP0630
 NP0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GD)
 NP0630'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS RECOVERED IN
 NP0630'GOOD CONDITION AS DESCRIBED.
 NP0630'
 NP0630'THE OLD DESCRIPTION IS ADEQUATE.
 NP0630'
 NP0630'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1379 ***********************************************************************
 LH1379  SACS        -  This is a Secondary Airport Control Station.
 LH1379  DESIGNATION -  GRI AP STA A 2
 LH1379  PID         -  LH1379
 LH1379  STATE/COUNTY-  NE/HALL
 LH1379  USGS QUAD   -  GRAND ISLAND (1993)
 LH1379
 LH1379                         *CURRENT SURVEY CONTROL
 LH1379  ___________________________________________________________________
 LH1379* NAD 83(1995)-  40 57 28.64996(N)    098 18 51.90404(W)     ADJUSTED  
 LH1379* NAVD 88     -       562.17   (meters)    1844.4    (feet)  GPS OBS   
 LH1379  ___________________________________________________________________
 LH1379  X           -    -697,583.924 (meters)                     COMP
 LH1379  Y           -  -4,773,354.816 (meters)                     COMP
 LH1379  Z           -   4,159,250.517 (meters)                     COMP
 LH1379  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 LH1379  ELLIP HEIGHT-         537.12  (meters)          (12/18/01) GPS OBS
 LH1379  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 LH1379
 LH1379  HORZ ORDER  -  FIRST
 LH1379  ELLP ORDER  -  FOURTH    CLASS I
 LH1379
 LH1379.This mark is at Central Nebraska Regional Airport (GRI)
 LH1379
 LH1379.The horizontal coordinates were established by GPS observations
 LH1379.and adjusted by the National Geodetic Survey in August 1997..
 LH1379
 LH1379.The orthometric height was determined by GPS observations and a
 LH1379.high-resolution geoid model.
 LH1379
 LH1379.GPS derived orthometric heights for airport stations designated as
 LH1379.PACS or SACS are published to 2 decimal places.  This maintains
 LH1379.centimeter relative accuracy between the PACS and SACS.  It does
 LH1379.not indicate centimeter accuracy relative to other marks which are
 LH1379.part of the NAVD 88 network.
 LH1379
 LH1379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1379
 LH1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1379
 LH1379.The ellipsoidal height was determined by GPS observations
 LH1379.and is referenced to NAD 83.
 LH1379
 LH1379.The geoid height was determined by GEOID03.
 LH1379
 LH1379;                    North         East     Units Scale Factor Converg.
 LH1379;SPC NE       -   126,246.282   641,855.855   MT  0.99970401   +1 07 01.3
 LH1379;UTM  14      - 4,534,316.328   557,695.332   MT  0.99964097   +0 26 57.9
 LH1379
 LH1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1379!SPC NE       -   0.99991575  x   0.99970401  =   0.99961979
 LH1379!UTM  14      -   0.99991575  x   0.99964097  =   0.99955675
 LH1379
 LH1379:                Primary Azimuth Mark                     Grid Az
 LH1379:SPC NE       -  GRI ARP 2                                023 35 11.0
 LH1379:UTM  14      -  GRI ARP 2                                024 15 14.4
 LH1379
 LH1379|---------------------------------------------------------------------|
 LH1379| PID    Reference Object                     Distance      Geod. Az  |
 LH1379|                                                           dddmmss.s |
 LH1379| LH1382 GRI ARP 2                           APPROX. 1.2 KM 0244212.3 |
 LH1379|---------------------------------------------------------------------|
 LH1379
 LH1379                          SUPERSEDED SURVEY CONTROL
 LH1379
 LH1379  ELLIP H (08/18/97)  537.18   (m)                       GP(       ) 4 1
 LH1379  NAD 83(1986)-  40 57 28.65481(N)    098 18 51.90857(W) AD(       ) 1
 LH1379  NGVD 29 (02/23/90)  562.0    (m)         1844.     (f) GPS OBS        
 LH1379
 LH1379.Superseded values are not recommended for survey control.
 LH1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1379.See file dsdata.txt to determine how the superseded data were derived.
 LH1379
 LH1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5769534316(NAD 83)
 LH1379_MARKER: DT = TOPOGRAPHIC STATION DISK
 LH1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1379_SP_SET: CONCRETE POST
 LH1379_STAMPING: AP 1965 STA A2
 LH1379_MARK LOGO: CGS   
 LH1379_PROJECTION: FLUSH
 LH1379_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1379+STABILITY: SURFACE MOTION
 LH1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1379+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1997
 LH1379
 LH1379  HISTORY     - Date     Condition        Report By
 LH1379  HISTORY     - 1965     MONUMENTED       CGS
 LH1379  HISTORY     - 19810615 GOOD             NGS
 LH1379  HISTORY     - 19890418 GOOD             NGS
 LH1379  HISTORY     - 19950724 GOOD             NGS
 LH1379  HISTORY     - 19970609 GOOD             NGS
 LH1379
 LH1379                          STATION DESCRIPTION
 LH1379
 LH1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (RAH)
 LH1379'LOCATED AT THE HALL COUNTY REGIONAL AIRPORT NEAR THE APPROACH END OF
 LH1379'RUNWAY END 35, 53.8 FT (16.4 M) EAST OF THE EASTERLY MOST THRESHOLD
 LH1379'LIGHT, 20.1 FT (6.1 M) NORTHEAST OF THE CENTER OF A MANHOLE, AND 30.0
 LH1379'FT (9.1 M) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BUNKER A
 LH1379'STANDARD TOPO DISK STAMPED A P 1965 STA A2 AND SET IN THE TOP OF A
 LH1379'SQUARE CONCRETE POST THAT IS 0.3 FT (9.1 CM) BELOW THE SURFACE.
 LH1379
 LH1379                          STATION RECOVERY (1989)
 LH1379
 LH1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1379'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHEAST OF GRAND
 LH1379'ISLAND, AT THE CENTRAL NEBRASKA REGIONAL AIRPORT IN AN AREA USUALLY IN
 LH1379'CULTIVATION.  OWNERSHIP--HALL COUNTY AIRPORT AUTHORITY, GRAND ISLAND,
 LH1379'NE 68801.  AIRPORT MANAGER IS JOHN RINEHART, TELEPHONE IS
 LH1379'308-381-5170.  AIPORT AUTHORITY ESCORTS ARE REQUIRED FOR PERSONNEL
 LH1379'OCCUPYING THE STATION.
 LH1379'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 LH1379'U.S. HIGHWAY 281 (EXIT 312), ON THE SOUTHWEST SIDE OF GRAND ISLAND, GO
 LH1379'NORTH ON HIGHWAY 281 FOR 10.8 KM (6.70 MI) TO THE OVERPASS AT THE
 LH1379'JUNCTION OF U.S. HIGHWAY 30.  CONTINUE NORTH FOR 7.25 KM (4.50 MI) TO
 LH1379'THE JUNCTION WITH AIRPORT ROAD.  GO EAST ON AIRPORT ROAD FOR 3.4 KM
 LH1379'(2.10 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH FOR 1.2 KM (0.75 MI) TO
 LH1379'A ROAD LEFT LEADING TO A CONTROL TOWER.  ESCORTS WILL BE REQUIRED TO
 LH1379'REACH THE STATION FROM THIS POINT.
 LH1379'THE STATION MARK IS SET AT THE SOUTH END OF RUNWAY 17-35, 18.7 M
 LH1379'(61.4 FT) EAST OF THE SOUTHEAST CORNER OF THE THRESHOLD BAR, 6.1 M
 LH1379'(20.0 FT) NORTHEAST OF THE CENTER OF A MANHOLE COVER IN THE CONCRETE
 LH1379'LIGHT STRIP, 9.2 M (30.2 FT) NORTH OF THE NORTHWEST CORNER OF A 3X5
 LH1379'METER CONCRETE BASE WITH A METAL COVER (TO BE REMOVED IN THE FUTURE)
 LH1379'AND IS RECESSED 10 CM BELOW THE SURFACE.
 LH1379'DESCRIBED BY G.R.HEID.
 LH1379
 LH1379                          STATION RECOVERY (1995)
 LH1379
 LH1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1379'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-SOUTHWEST OF
 LH1379'CHAPMAN, 4.0 MI (6.4 KM) NORTHEAST OF GRAND ISLAND, AT THE CENTRAL
 LH1379'NEBRASKA REGIONAL AIRPORT NEAR THE APPROACH END OF RUNWAY 35.
 LH1379'OWNERSHIP--HALL COUNTY AIRPORT AUTHORITY, 3743 SKY PARK ROAD, GRAND
 LH1379'ISLAND NE 68801.  AIRPORT MANAGER IS RUSS JOHNSON, PHONE (308)
 LH1379'385-5170.  ESCORT MAY BE REQUIRED.  TO REACH THE STATION FROM THE
 LH1379'JUNCTION OF US HIGHWAY 281 AND STATE HIGHWAY 2 WEST ON THE NORTH SIDE
 LH1379'OF GRAND ISLAND, GO NORTH THEN NORTHEAST ON US HIGHWAY 281 FOR 1.4 MI
 LH1379'(2.3 KM) TO THE JUNCTION OF AIRPORT ROAD AHEAD AND US HIGHWAY 281
 LH1379'LEFT, CONTINUE AHEAD AND GO EAST ON AIRPORT ROAD FOR 2.0 MI (3.2 KM)
 LH1379'TO A T-JUNCTION, TURN LEFT AND GO NORTH ON SKY PARK ROAD FOR 0.75 MI
 LH1379'(1.21 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE PAVED
 LH1379'ROAD FOR 0.1 MI (0.2 KM) TO A GATE LEFT (JUST WEST OF THE CONTROL
 LH1379'TOWER), TURN LEFT PASS THROUGH GATE, THEN TURN RIGHT AND GO EAST ON
 LH1379'THE APRON FOR ABOUT 200 FT (61.0 M), BEAR RIGHT AND GO SOUTH-SOUTHEAST
 LH1379'ACROSS THE APRON FOR 0.2 MI (0.3 KM) TO THE SOUTHEAST CORNER OF THE
 LH1379'APRON AND A PARALLEL TAXIWAY (A) TO THE SOUTH, BEAR RIGHT AND GO SOUTH
 LH1379'ON THE PARALLEL TAXIWAY FOR 0.7 MI (1.1 KM) TO A CONNECTOR TAXIWAY ON
 LH1379'THE LEFT, TURN LEFT AND GO EAST ON THE CONNECTOR TAXIWAY (G) FOR 0.1
 LH1379'MI (0.2 KM) CROSSING THE RUNWAY TO THE STATION. THE STATION IS 135.5
 LH1379'FT (41.3 M) EAST OF THE RUNWAY CENTER, 53.8 FT (16.4 M) EAST OF THE
 LH1379'MOST EASTERLY THRESHOLD LIGHT, 29.5 FT (9.0 M) NORTH OF THE NORTHWEST
 LH1379'CORNER OF A 20 FT (6.1 M) X 13 FT (4.0 M) CONCRETE FOUNDATION, 20.0 FT
 LH1379'(6.1 M) NORTHEAST OF THE CENTER OF A MANHOLE COVER IN THE CONCRETE
 LH1379'LIGHT STRIP.  THIS STATION TO BE USED AS SACS.
 LH1379
 LH1379                          STATION RECOVERY (1997)
 LH1379
 LH1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1379'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4145 ***********************************************************************
 AB4145  SACS        -  This is a Secondary Airport Control Station.
 AB4145  DESIGNATION -  GRI AP STA B 2
 AB4145  PID         -  AB4145
 AB4145  STATE/COUNTY-  NE/HALL
 AB4145  USGS QUAD   -  GRAND ISLAND (1993)
 AB4145
 AB4145                         *CURRENT SURVEY CONTROL
 AB4145  ___________________________________________________________________
 AB4145* NAD 83(1995)-  40 58 37.81967(N)    098 18 51.42562(W)     ADJUSTED  
 AB4145* NAVD 88     -       561.27   (meters)    1841.4    (feet)  GPS OBS   
 AB4145  ___________________________________________________________________
 AB4145  X           -    -697,370.445 (meters)                     COMP
 AB4145  Y           -  -4,771,971.397 (meters)                     COMP
 AB4145  Z           -   4,160,861.228 (meters)                     COMP
 AB4145  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 AB4145  ELLIP HEIGHT-         536.23  (meters)          (12/18/01) GPS OBS
 AB4145  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AB4145
 AB4145  HORZ ORDER  -  FIRST
 AB4145  ELLP ORDER  -  FOURTH    CLASS II
 AB4145
 AB4145.This mark is at Central Nebraska Regional Airport (GRI)
 AB4145
 AB4145.The horizontal coordinates were established by GPS observations
 AB4145.and adjusted by the National Geodetic Survey in September 1998..
 AB4145
 AB4145.The orthometric height was determined by GPS observations and a
 AB4145.high-resolution geoid model.
 AB4145
 AB4145.GPS derived orthometric heights for airport stations designated as
 AB4145.PACS or SACS are published to 2 decimal places.  This maintains
 AB4145.centimeter relative accuracy between the PACS and SACS.  It does
 AB4145.not indicate centimeter accuracy relative to other marks which are
 AB4145.part of the NAVD 88 network.
 AB4145
 AB4145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4145
 AB4145.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4145
 AB4145.The ellipsoidal height was determined by GPS observations
 AB4145.and is referenced to NAD 83.
 AB4145
 AB4145.The geoid height was determined by GEOID03.
 AB4145
 AB4145;                    North         East     Units Scale Factor Converg.
 AB4145;SPC NE       -   128,379.216   641,825.450   MT  0.99970088   +1 07 01.6
 AB4145;UTM  14      - 4,536,449.340   557,689.778   MT  0.99964096   +0 26 58.8
 AB4145
 AB4145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4145!SPC NE       -   0.99991589  x   0.99970088  =   0.99961680
 AB4145!UTM  14      -   0.99991589  x   0.99964096  =   0.99955688
 AB4145
 AB4145:                Primary Azimuth Mark                     Grid Az
 AB4145:SPC NE       -  GRI ARP 2                                154 51 36.4
 AB4145:UTM  14      -  GRI ARP 2                                155 31 39.2
 AB4145
 AB4145|---------------------------------------------------------------------|
 AB4145| PID    Reference Object                     Distance      Geod. Az  |
 AB4145|                                                           dddmmss.s |
 AB4145| LH1382 GRI ARP 2                           APPROX. 1.2 KM 1555838.0 |
 AB4145|---------------------------------------------------------------------|
 AB4145
 AB4145                          SUPERSEDED SURVEY CONTROL
 AB4145
 AB4145  ELLIP H (09/17/98)  536.29   (m)                       GP(       ) 4 2
 AB4145
 AB4145.Superseded values are not recommended for survey control.
 AB4145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4145.See file dsdata.txt to determine how the superseded data were derived.
 AB4145
 AB4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5769036449(NAD 83)
 AB4145_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB4145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4145_STAMPING: AP 1965 STA B2
 AB4145_MARK LOGO: CGS   
 AB4145_PROJECTION: FLUSH
 AB4145_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4145+STABILITY: SURFACE MOTION
 AB4145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4145+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1997
 AB4145
 AB4145  HISTORY     - Date     Condition        Report By
 AB4145  HISTORY     - 1965     MONUMENTED       CGS
 AB4145  HISTORY     - 19810615 GOOD             NGS
 AB4145  HISTORY     - 19950724 GOOD             NGS
 AB4145  HISTORY     - 19970609 GOOD             NGS
 AB4145
 AB4145                          STATION DESCRIPTION
 AB4145
 AB4145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB4145'LOCATED AT THE HALL COUNTY REGIONAL AIRPORT, NEAR THE APPROACH END OF
 AB4145'RUNWAY END 17, 60.0 FT (18.3 M) EAST OF THE SOUTH EAST CORNER OF THE
 AB4145'THRESHOLD BAR, 54.2 FT (16.5 M) EAST OF THE EASTERLY MOST THRESHOLD
 AB4145'LIGHT, 25.4 FT (7.7 M) SOUTHEAST OF A REIL, AND 28.6 FT (8.7 M) SOUTH
 AB4145'OF THE SOUTHWEST CORNER OF A CONCRETE BUNKER.  A STANDARD TOPO DISK
 AB4145'STAMPED AP 1965 STA B2 AND SET IN THE TOP OF A SQUARE CONCRETE POST
 AB4145'THAT IS FLUSH WITH THE GROUND.
 AB4145
 AB4145                          STATION RECOVERY (1995)
 AB4145
 AB4145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4145'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-SOUTHWEST OF
 AB4145'CHAPMAN, 4.0 MI (6.4 KM) NORTHEAST OF GRAND ISLAND, AT THE CENTRAL
 AB4145'NEBRASKA REGIONAL AIRPORT NEAR THE APPROACH END OF RUNWAY 17.
 AB4145'OWNERSHIP--HALL COUNTY AIRPORT AUTHORITY, 3743 SKY PARK ROAD, GRAND
 AB4145'ISLAND NE 68801.  AIRPORT MANAGER IS RUSS JOHNSON, PHONE (308)
 AB4145'385-5170.  ESCORT MAY BE REQUIRED.  TO REACH THE STATION FROM THE
 AB4145'JUNCTION OF US HIGHWAY 281 AND STATE HIGHWAY 2 WEST ON THE NORTH SIDE
 AB4145'OF GRAND ISLAND, GO NORTH THEN NORTHEAST ON US HIGHWAY 281 FOR 1.4 MI
 AB4145'(2.3 KM) TO THE JUNCTION WITH AIRPORT ROAD AHEAD AND US 281 HIGHWAY
 AB4145'LEFT, CONTINUE AHEAD AND GO EAST ON AIRPORT ROAD FOR 2.0 MI (3.2 KM)
 AB4145'TO A T-JUNCTION, TURN LEFT AND GO NORTH ON SKY PARK ROAD FOR 0.75 MI
 AB4145'(1.21 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE PAVED
 AB4145'ROAD FOR 0.1 MI (0.2 KM) TO A GATE LEFT (JUST WEST OF THE CONTROL
 AB4145'TOWER), TURN LEFT PASS THROUGH GATE AND GO NORTH-NORTHEAST ACROSS THE
 AB4145'APRON FOR 0.45 MI (0.72 KM) TO THE NORTHEAST CORNER OF THE APRON, A
 AB4145'TAXIWAY LEADING TO THE NORTH AND A CONNECTOR TAXIWAY RIGHT, TURN RIGHT
 AB4145'AND GO EAST ON THE CONNECTOR TAXIWAY (B) FOR 0.1 MI (0.2 KM) CROSSING
 AB4145'RUNWAY 17/35 TO THE STATION.  THE STATION IS 134.8 FT (41.1 M) EAST OF
 AB4145'THE RUNWAY CENTER, 54.0 FT (16.5 M) EAST-SOUTHEAST OF THE MOST
 AB4145'EASTERLY OF FOUR THRESHOLD LIGHTS AND 28.6 FT (8.7 M) SOUTH OF THE
 AB4145'SOUTHWEST CORNER OF A 12 FT (3.7 M) X 20 FT (6.1 M) CONCRETE
 AB4145'FOUNDATION.  THIS STATION TO BE USED AS SACS.
 AB4145
 AB4145                          STATION RECOVERY (1997)
 AB4145
 AB4145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4145'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1382 ***********************************************************************
 LH1382  CBN         -  This is a Cooperative Base Network Control Station.
 LH1382  PACS        -  This is a Primary Airport Control Station.
 LH1382  DESIGNATION -  GRI ARP 2
 LH1382  PID         -  LH1382
 LH1382  STATE/COUNTY-  NE/HALL
 LH1382  USGS QUAD   -  GRAND ISLAND (1993)
 LH1382
 LH1382                         *CURRENT SURVEY CONTROL
 LH1382  ___________________________________________________________________
 LH1382* NAD 83(1995)-  40 58 03.08807(N)    098 18 31.00319(W)     ADJUSTED  
 LH1382* NAVD 88     -       560.69   (meters)    1839.5    (feet)  GPS OBS   
 LH1382  ___________________________________________________________________
 LH1382  X           -    -696,999.425 (meters)                     COMP
 LH1382  Y           -  -4,772,735.173 (meters)                     COMP
 LH1382  Z           -   4,160,051.827 (meters)                     COMP
 LH1382  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 LH1382  ELLIP HEIGHT-         535.63  (meters)          (07/10/01) GPS OBS
 LH1382  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 LH1382
 LH1382  HORZ ORDER  -  B
 LH1382  ELLP ORDER  -  FOURTH    CLASS I
 LH1382
 LH1382.This mark is at Central Nebraska Regional Airport (GRI)
 LH1382
 LH1382.The horizontal coordinates were established by GPS observations
 LH1382.and adjusted by the National Geodetic Survey in June 1996..
 LH1382
 LH1382.The orthometric height was determined by GPS observations and a
 LH1382.high-resolution geoid model.
 LH1382
 LH1382.GPS derived orthometric heights for airport stations designated as
 LH1382.PACS or SACS are published to 2 decimal places.  This maintains
 LH1382.centimeter relative accuracy between the PACS and SACS.  It does
 LH1382.not indicate centimeter accuracy relative to other marks which are
 LH1382.part of the NAVD 88 network.
 LH1382
 LH1382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1382
 LH1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1382
 LH1382.The ellipsoidal height was determined by GPS observations
 LH1382.and is referenced to NAD 83.
 LH1382
 LH1382.The geoid height was determined by GEOID03.
 LH1382
 LH1382;                    North         East     Units Scale Factor Converg.
 LH1382;SPC NE       -   127,317.657   642,323.623   MT  0.99970244   +1 07 15.2
 LH1382;UTM  14      - 4,535,382.113   558,175.522   MT  0.99964165   +0 27 11.9
 LH1382
 LH1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1382!SPC NE       -   0.99991599  x   0.99970244  =   0.99961845
 LH1382!UTM  14      -   0.99991599  x   0.99964165  =   0.99955767
 LH1382
 LH1382:                Primary Azimuth Mark                     Grid Az
 LH1382:SPC NE       -  GRI AP STA A 2                           203 35 10.8
 LH1382:UTM  14      -  GRI AP STA A 2                           204 15 14.1
 LH1382
 LH1382|---------------------------------------------------------------------|
 LH1382| PID    Reference Object                     Distance      Geod. Az  |
 LH1382|                                                           dddmmss.s |
 LH1382| LH1379 GRI AP STA A 2                      APPROX. 1.2 KM 2044226.0 |
 LH1382| AB4145 GRI AP STA B 2                      APPROX. 1.2 KM 3355851.3 |
 LH1382|---------------------------------------------------------------------|
 LH1382
 LH1382                          SUPERSEDED SURVEY CONTROL
 LH1382
 LH1382  ELLIP H (06/25/96)  535.69   (m)                       GP(       ) 1 1
 LH1382  NAD 83(1986)-  40 58 03.09286(N)    098 18 31.00793(W) AD(       ) 1
 LH1382  NGVD 29 (02/23/90)  560.4    (m)         1839.     (f) GPS OBS        
 LH1382
 LH1382.Superseded values are not recommended for survey control.
 LH1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1382.See file dsdata.txt to determine how the superseded data were derived.
 LH1382
 LH1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5817635382(NAD 83)
 LH1382_MARKER: DT = TOPOGRAPHIC STATION DISK
 LH1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1382_SP_SET: CONCRETE POST
 LH1382_STAMPING: ARP 2 1965
 LH1382_MARK LOGO: CGS   
 LH1382_PROJECTION: FLUSH
 LH1382_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1382+STABILITY: SURFACE MOTION
 LH1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1382+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 LH1382
 LH1382  HISTORY     - Date     Condition        Report By
 LH1382  HISTORY     - 1965     MONUMENTED       CGS
 LH1382  HISTORY     - 19860615 GOOD             NGS
 LH1382  HISTORY     - 19890418 GOOD             NGS
 LH1382  HISTORY     - 19950724 GOOD             NGS
 LH1382  HISTORY     - 19970609 GOOD             NGS
 LH1382  HISTORY     - 20000613 GOOD             NGS
 LH1382
 LH1382                          STATION DESCRIPTION
 LH1382
 LH1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1382'LOCATED AT THE GRAND ISLAND AIR PARK, NEAR THE CENTER OF A TRIANGULAR
 LH1382'GRASS AREA FORMED BY THE RUNWAYS, 1,023.4 FT SOUTH OF A BROKEN CORNER
 LH1382'OF AN OLD COMPASS ROSE, 290 FT (88.4 M) SOUTHEAST OF THE APPROXIMATE
 LH1382'CENTER OF AN OLD DESERTED TAXIWAY, AND 3.5 FT (1.1 M) SOUTH OF A BLACK
 LH1382'POST BEARING A WITNESS SIGN.  A STANDARD TOPOGRAPHIC DISK STAMPED ARP
 LH1382'2 1965 AND SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LH1382'WITH THE GROUND.
 LH1382
 LH1382                          STATION RECOVERY (1989)
 LH1382
 LH1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1382'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHEAST OF GRAND
 LH1382'ISLAND, AT THE CENTRAL NEBRASKA REGIONAL AIRPORT IN AN AREA USUALLY IN
 LH1382'CULTIVATION.  OWNERSHIP--HALL COUNTY AIRPORT AUTHORITY, GRAND ISLAND,
 LH1382'NE 68801.  AIRPORT MANAGER IS JOHN RINEHART, TELEPHONE IS
 LH1382'308-381-5170.  AIPORT AUTHORITY ESCORTS ARE REQUIRED FOR PERSONNEL
 LH1382'OCCUPYING THE STATION.
 LH1382'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 LH1382'U.S. HGIWWAY 281 (EXIT 312), ON THE SOUTHWEST SIDE OF GRAND ISLAND, GO
 LH1382'NORTH ON HIGHWAY 281 FOR 10.8 KM (6.70 MI) TO THE OVERPASS AT THE
 LH1382'JUNCTION OF U.S. HIGHWAY 30.  CONTINUE NORTH FOR 7.25 KM (4.50 MI) TO
 LH1382'THE JUNCTION WITH AIRPORT ROAD.  GO EAST ON AIRPORT ROAD FOR 3.4 KM
 LH1382'(2.10 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH FOR 1.2 KM (0.75 MI) TO
 LH1382'A ROAD LEFT LEADING TO A CONTROL TOWER.  ESCORTS WILL BE REQUIRED TO
 LH1382'REACH THE STATION FROM THIS POINT.
 LH1382'THE STATION MARK IS SET 52.6 M (172.6 FT) EAST-NORTHEAST OF AN
 LH1382'OBSTRUCTION LIGHT MOUNTED ON A 3 METER POLE, 1.2 M (3.9 FT) SOUTH OF A
 LH1382'WOOD WITNESS POST, 0.5 M (1.6 FT) WEST OF A FIBERGLASS WITNESS POST
 LH1382'AND RECESSED 2 CM BELOW THE SURFACE.
 LH1382'DESCRIBED BY G.R.HEID.
 LH1382
 LH1382                          STATION RECOVERY (1995)
 LH1382
 LH1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1382'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-SOUTHWEST OF
 LH1382'CHAPMAN, 4.0 MI (6.4 KM) NORTHEAST OF GRAND ISLAND, AT THE CENTRAL
 LH1382'NEBRASKA REGIONAL AIRPORT NEAR THE CENTER OF A TRIANGLE FORMED BY THE
 LH1382'RUNWAYS AND ABOUT 0.15 MI (0.24 KM) EAST OF THE WINDSOCK WITH A
 LH1382'SEGMENTED CIRCLE.  OWNERSHIP--HALL COUNTY AIRPORT AUTHORITY, 3743 SKY
 LH1382'PARK ROAD, GRAND ISLAND NE 68801.  AIRPORT MANAGER IS RUSS JOHNSON,
 LH1382'PHONE (308) 385-5170.  ESCORT MAY BE REQUIRED.  TO REACH THE STATION
 LH1382'FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 2 WEST ON THE
 LH1382'NORTH SIDE OF GRAND ISLAND, GO NORTH THEN NORTHEAST ON U.S. HIGHWAY
 LH1382'281 FOR 1.4 MI (2.3 KM) TO THE JUNCTION WITH AIRPORT ROAD AHEAD AND
 LH1382'U.S. 281 LEFT, CONTINUE AHEAD AND GO EAST ON AIRPORT ROAD FOR 2.0 MI
 LH1382'(3.2 KM) TO A T-JUNCTION, TURN LEFT AND GO NORTH ON SKY PARK ROAD FOR
 LH1382'0.75 MI (1.21 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE
 LH1382'PAVED ROAD FOR 0.1 MI (0.2 KM) TO A GATE LEFT (JUST WEST OF THE
 LH1382'CONTROL TOWER), TURN LEFT PASS THROUGH GATE AND GO NORTH-NORTHEAST
 LH1382'ACROSS THE APRON FOR 0.45 MI (0.72 KM) TO THE NORTHEAST CORNER OF THE
 LH1382'APRON AND A TAXIWAY LEADING TO THE NORTH, CONTINUE AHEAD AND GO NORTH
 LH1382'THEN NORTHEAST ON THE TAXIWAY (A) FOR 0.25 MI (0.40 KM) TO RUNWAY
 LH1382'13/31, TURN RIGHT AND GO SOUTHEAST ON RUNWAY 13/31 FOR 0.75 MI (1.21
 LH1382'KM) TO A FARM ACCESS ROAD RIGHT, TURN RIGHT AND GO SOUTHWEST ON THE
 LH1382'DIRT ACCESS ROAD FOR 0.2 MI (0.3 KM) TO A OLD CONCRETE COMPASS ROW,
 LH1382'CONTINUE AHEAD AND GO SOUTHWEST ON THE DIRT ROAD FOR 0.2 MI (0.3 KM)
 LH1382'TO THE STATION ON THE LEFT.  THE STATION IS 289.0 FT (88.1 M)
 LH1382'SOUTHEAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD, 172.9 FT (52.7
 LH1382'M) EAST OF A OUTER MARKER LIGHT ON A 3 M (9.8 FT) POLE, 3.9 FT (1.2 M)
 LH1382'SOUTH OF A WOODEN WITNESS POST AND 1.6 FT (0.5 M) NORTHWEST OF A
 LH1382'WITNESS POST.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION
 LH1382'APPROACH PRIMARY AIRPORT CONTROL STATION.
 LH1382
 LH1382                          STATION RECOVERY (1997)
 LH1382
 LH1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1382'RECOVERED AS DESCRIBED.
 LH1382
 LH1382                          STATION RECOVERY (2000)
 LH1382
 LH1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 LH1382'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4159 ***********************************************************************
 AB4159  SACS        -  This is a Secondary Airport Control Station.
 AB4159  DESIGNATION -  GRN A
 AB4159  PID         -  AB4159
 AB4159  STATE/COUNTY-  NE/SHERIDAN
 AB4159  USGS QUAD   -  GORDON (1969)
 AB4159
 AB4159                         *CURRENT SURVEY CONTROL
 AB4159  ___________________________________________________________________
 AB4159* NAD 83(1995)-  42 48 39.17767(N)    102 09 57.05593(W)     ADJUSTED  
 AB4159* NAVD 88     -      1085.38   (meters)    3561.0    (feet)  GPS OBS   
 AB4159  ___________________________________________________________________
 AB4159  X           -    -987,756.738 (meters)                     COMP
 AB4159  Y           -  -4,581,775.823 (meters)                     COMP
 AB4159  Z           -   4,312,838.007 (meters)                     COMP
 AB4159  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 AB4159  ELLIP HEIGHT-        1066.88  (meters)          (01/10/02) GPS OBS
 AB4159  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 AB4159
 AB4159  HORZ ORDER  -  FIRST
 AB4159  ELLP ORDER  -  FOURTH    CLASS I
 AB4159
 AB4159.This mark is at Gordon Municipal Airport (GRN)
 AB4159
 AB4159.The horizontal coordinates were established by GPS observations
 AB4159.and adjusted by the National Geodetic Survey in September 1997..
 AB4159
 AB4159.The orthometric height was determined by GPS observations and a
 AB4159.high-resolution geoid model.
 AB4159
 AB4159.GPS derived orthometric heights for airport stations designated as
 AB4159.PACS or SACS are published to 2 decimal places.  This maintains
 AB4159.centimeter relative accuracy between the PACS and SACS.  It does
 AB4159.not indicate centimeter accuracy relative to other marks which are
 AB4159.part of the NAVD 88 network.
 AB4159
 AB4159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4159
 AB4159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4159
 AB4159.The ellipsoidal height was determined by GPS observations
 AB4159.and is referenced to NAD 83.
 AB4159
 AB4159.The geoid height was determined by GEOID03.
 AB4159
 AB4159;                    North         East     Units Scale Factor Converg.
 AB4159;SPC NE       -   332,831.425   322,886.838   MT  0.99991876   -1 26 07.1
 AB4159;UTM  13      - 4,743,710.383   731,721.563   MT  1.00026064   +1 55 36.8
 AB4159
 AB4159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4159!SPC NE       -   0.99983271  x   0.99991876  =   0.99975149
 AB4159!UTM  13      -   0.99983271  x   1.00026064  =   1.00009331
 AB4159
 AB4159                          SUPERSEDED SURVEY CONTROL
 AB4159
 AB4159  ELLIP H (09/18/97) 1066.94   (m)                       GP(       ) 4 1
 AB4159
 AB4159.Superseded values are not recommended for survey control.
 AB4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4159.See file dsdata.txt to determine how the superseded data were derived.
 AB4159
 AB4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH3172243710(NAD 83)
 AB4159_MARKER: DD = SURVEY DISK
 AB4159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4159_STAMPING: GRN A 1995
 AB4159_MARK LOGO: NGS   
 AB4159_PROJECTION: FLUSH
 AB4159_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4159+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1997
 AB4159_ROD/PIPE-DEPTH: 1    meters
 AB4159
 AB4159  HISTORY     - Date     Condition        Report By
 AB4159  HISTORY     - 1995     MONUMENTED       NGS
 AB4159  HISTORY     - 19970716 GOOD             NGS
 AB4159
 AB4159                          STATION DESCRIPTION
 AB4159
 AB4159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4159'THE STATION IS LOCATED ABOUT 26.0 MI (41.8 KM) SOUTHWEST OF MERRIMAN,
 AB4159'1.2 MI (1.9 KM) EAST OF GORDON AT THE GORDON MUNICIPAL AIRPORT AND IN
 AB4159'LINE WITH THE NORTHEAST EDGE OF THE TURNAROUND PAVEMENT AT THE
 AB4159'APPROACH END OF RUNWAY 22.  OWNERSHIP--GORDON AIRPORT AUTHORITY, PO
 AB4159'BOX 310, GORDON NE 69343.  AIRPORT MANAGER IS MALCOLM CASE, PHONE
 AB4159'(308) 282-1700.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 AB4159'20 AND STATE ROUTE 27 IN GORDON, GO EAST ON US HIGHWAY 20 FOR 1.15 MI
 AB4159'(1.85 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTHERLY ON THE
 AB4159'AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A OPENING IN A WOODEN
 AB4159'FENCE LINE AND A GRAVEL ROAD RIGHT, TURN RIGHT AND GO SOUTHEASTERLY ON
 AB4159'THE GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE,
 AB4159'TURN LEFT AND GO NORTH ON THE APRON THEN A TAXIWAY FOR 0.15 MI (0.24
 AB4159'KM) TO RUNWAY 04/22, TURN RIGHT AND GO NORTHEAST ON THE RUNWAY FOR 0.8
 AB4159'MI (1.3 KM) TO THE RUNWAY PAVEMENT END AND A TURNAROUND RIGHT, TURN
 AB4159'RIGHT AND GO SOUTHEASTERLY FOR ABOUT 150 FT (45.7 M) TO THE EAST
 AB4159'CORNER OF THE TURNAROUND AND THE STATION.  THE STATION IS THE CENTER
 AB4159'OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO
 AB4159'PIPE ENCASED IN A 13 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB4159'CONCRETE.  THE LOGO CAP AND CONCRETE ARE FLUSH WITH GROUND.  THREE
 AB4159'CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE FENO PIPE.
 AB4159'LOCATED 33.7 FT (10.3 M) EAST-NORTHEAST OF A TAXIWAY LIGHT (51), 19.6
 AB4159'FT (6.0 M) SOUTHEAST OF THE EAST CORNER OF THE TURNAROUND PAVEMENT,
 AB4159'12.8 FT (3.9 M) SOUTH OF A TAXIWAY LIGHT (50) AND 1.8 FT (0.5 M)
 AB4159'NORTHWEST OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4159
 AB4159                          STATION RECOVERY (1997)
 AB4159
 AB4159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4159'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE AIRPORT MANAGER
 AB4159'IS FRED HALVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0535 ***********************************************************************
 LJ0535  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0535  PACS        -  This is a Primary Airport Control Station.
 LJ0535  DESIGNATION -  GROSS
 LJ0535  PID         -  LJ0535
 LJ0535  STATE/COUNTY-  NE/FURNAS
 LJ0535  USGS QUAD   -  CAMBRIDGE (1983)
 LJ0535
 LJ0535                         *CURRENT SURVEY CONTROL
 LJ0535  ___________________________________________________________________
 LJ0535* NAD 83(1995)-  40 18 19.39350(N)    100 09 40.15916(W)     ADJUSTED  
 LJ0535* NAVD 88     -       734.03   (meters)    2408.2    (feet)  GPS OBS   
 LJ0535  ___________________________________________________________________
 LJ0535  X           -    -859,396.974 (meters)                     COMP
 LJ0535  Y           -  -4,794,977.620 (meters)                     COMP
 LJ0535  Z           -   4,104,362.569 (meters)                     COMP
 LJ0535  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 LJ0535  ELLIP HEIGHT-         709.69  (meters)          (09/24/01) GPS OBS
 LJ0535  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 LJ0535
 LJ0535  HORZ ORDER  -  B
 LJ0535  ELLP ORDER  -  FOURTH    CLASS I
 LJ0535
 LJ0535.This mark is at Cambridge Municipal Airport (CSB)
 LJ0535
 LJ0535.The horizontal coordinates were established by GPS observations
 LJ0535.and adjusted by the National Geodetic Survey in June 1996..
 LJ0535
 LJ0535.The orthometric height was determined by GPS observations and a
 LJ0535.high-resolution geoid model.
 LJ0535
 LJ0535.GPS derived orthometric heights for airport stations designated as
 LJ0535.PACS or SACS are published to 2 decimal places.  This maintains
 LJ0535.centimeter relative accuracy between the PACS and SACS.  It does
 LJ0535.not indicate centimeter accuracy relative to other marks which are
 LJ0535.part of the NAVD 88 network.
 LJ0535
 LJ0535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0535
 LJ0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0535
 LJ0535.The ellipsoidal height was determined by GPS observations
 LJ0535.and is referenced to NAD 83.
 LJ0535
 LJ0535.The geoid height was determined by GEOID03.
 LJ0535
 LJ0535;                    North         East     Units Scale Factor Converg.
 LJ0535;SPC NE       -    52,426.251   486,301.535   MT  0.99987589   -0 06 24.5
 LJ0535;UTM  14      - 4,462,299.915   401,325.966   MT  0.99971985   -0 45 04.2
 LJ0535
 LJ0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0535!SPC NE       -   0.99988868  x   0.99987589  =   0.99976459
 LJ0535!UTM  14      -   0.99988868  x   0.99971985  =   0.99960856
 LJ0535
 LJ0535:                Primary Azimuth Mark                     Grid Az
 LJ0535:SPC NE       -  GROSS AZ MK                              154 53 37.4
 LJ0535:UTM  14      -  GROSS AZ MK                              155 32 17.1
 LJ0535
 LJ0535|---------------------------------------------------------------------|
 LJ0535| PID    Reference Object                     Distance      Geod. Az  |
 LJ0535|                                                           dddmmss.s |
 LJ0535| LJ0536 GROSS AZ MK                         448.398 METERS 1544712.9 |
 LJ0535|---------------------------------------------------------------------|
 LJ0535
 LJ0535                          SUPERSEDED SURVEY CONTROL
 LJ0535
 LJ0535  ELLIP H (06/25/96)  709.75   (m)                       GP(       ) 1 1
 LJ0535  ELLIP H (01/07/93)  709.87   (m)                       GP(       ) 4 2
 LJ0535  NAD 83(1986)-  40 18 19.39994(N)    100 09 40.16298(W) AD(       ) 1
 LJ0535  NGVD 29 (02/23/90)  733.6    (m)         2407.     (f) GPS OBS        
 LJ0535
 LJ0535.Superseded values are not recommended for survey control.
 LJ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0535.See file dsdata.txt to determine how the superseded data were derived.
 LJ0535
 LJ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0132662300(NAD 83)
 LJ0535_MARKER: I = METAL ROD
 LJ0535_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LJ0535_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LJ0535_STAMPING: GROSS 1989
 LJ0535_MARK LOGO: NGS   
 LJ0535_PROJECTION: FLUSH
 LJ0535_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0535+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1997
 LJ0535_ROD/PIPE-DEPTH: 16.6 meters
 LJ0535_SLEEVE-DEPTH  : 0.93 meters
 LJ0535
 LJ0535  HISTORY     - Date     Condition        Report By
 LJ0535  HISTORY     - 1989     MONUMENTED       NGS
 LJ0535  HISTORY     - 19900908 GOOD             NGS
 LJ0535  HISTORY     - 19950808 GOOD             NGS
 LJ0535  HISTORY     - 19970801 GOOD             NGS
 LJ0535
 LJ0535                          STATION DESCRIPTION
 LJ0535
 LJ0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0535'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH-NORTHEAST OF
 LJ0535'CAMBRIDGE, AT THE CAMBRIDGE MUNICIPAL AIRPORT.  ONWERSHIP--CAMBRIDGE
 LJ0535'AIRPORT AUTHORITY, BOX 115,CAMBRIDGE, NE 69022.  AIRPORT MANAGER IS
 LJ0535'C.J. BEHNKE, TELEPHONE 308-697-3677.
 LJ0535'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6, 34 AND STATE
 LJ0535'HIGHWAY 47 IN CAMBRIDGE, GO EAST ON US HIGHWAY 6, 34 FOR 0.90 KM
 LJ0535'(0.55 MI) TO A GRAVEL ROAD ON THE LEFT, JUST PAST A BRIDGE OVER
 LJ0535'MEDICINE CREEK.  TURN LEFT AND GO NORTH FOR 2.25 KM (1.40 MI) TO A
 LJ0535'PAVED ROAD LEFT.  TURN LEFT AND GO WESTERLY FOR 0.17 KM (0.10 MI) TO A
 LJ0535'GATE.  PASS THROUGH THE GATE AND CONTINUE WESTERLY ON A TARMAC AND
 LJ0535'RAMP FOR 0.09 KM (0.05 MI) TO THE JUNCTION WITH RUNWAY 14-32.  TURN
 LJ0535'RIGHT AND GO NORTHWEST ALONG THE RUNWAY FOR 0.23 KM (0.15 MI) TO THE
 LJ0535'TURF RUNWAY AND THE STATION ON THE RIGHT.
 LJ0535'THE STATION MARK IS SET 44.3 M (145.3 FT) WEST-SOUTHWEST OF THE
 LJ0535'NORTHWEST OF THE SOUTHERN 1 OF 2 CULTIVATED FIELD, 16.3 M (53.5 FT)
 LJ0535'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE TURF RUNWAY, 14.1 M
 LJ0535'(46.3 FT) EAST-NORTHEAST OF THE RUNWAY CENTERLINE AND 1.5 M (4.9 FT)
 LJ0535'EAST-NORTHEAST OF A RUNWAY LIGHT.
 LJ0535'DESCRIBED BY R.D.BALL.
 LJ0535'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0535
 LJ0535                          STATION RECOVERY (1990)
 LJ0535
 LJ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LJ0535'THE STATION IS LOCATED APPROXIMATELY MIDFIELD AT CAMBRIDGE MUNI
 LJ0535'AIRPORT.  THE STATION IS 175.5 FT (53.5 M) NORTHWEST OF THE THIRD
 LJ0535'RUNWAY LIGHT (12) , 5.0 FT (1.5 M) NORTHEAST OF THE FOURTH RUNWAY
 LJ0535'LIGHT (13) , 211.5 FT (64.5 M) SOUTHEAST OF THE FIFTH RUNWAY LIGHT
 LJ0535'(14) , AND 46.2 FT (14.1 M) NORTHEAST OF THE CENTERLINE OF THE RUNWAY.
 LJ0535'THE STATION IS A STAINLESS STEEL ROD SET IN THE CENTER OF A FIVE INCH
 LJ0535'LOGO CAP SET FLUSH WITH THE GROUND AND STAMPED GROSS 1989. NOTE, THE
 LJ0535'ABOVE MENTIONED RUNWAY LIGHTS ARE REFERENCE TO THE NORTHWESTERLY
 LJ0535'TAXIWAY INTERSECTION WITH THE RUNWAY.
 LJ0535
 LJ0535                          STATION RECOVERY (1995)
 LJ0535
 LJ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0535'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST-SOUTHWEST OF
 LJ0535'HOLBROOK, 1.8 MI (2.9 KM) NORTH-NORTHEAST OF CAMBRIDGE AND AT THE
 LJ0535'CAMBRIDGE MUNICIPAL AIRPORT.  OWNERSHIP--CAMBRIDGE AIRPORT AUTHORITY,
 LJ0535'BOX 115, CAMBRIDGE NE 69022.  AIRPORT MANAGER IS C.J. BEHNKE, PHONE
 LJ0535'(308) 697-3677.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 LJ0535'HIGHWAY 6/34 AND STATE HIGHWAY 47 SOUTH IN CAMBRIDGE, GO EAST ON U.S.
 LJ0535'HIGHWAY 6/34 FOR 0.55 MI (0.89 KM) TO A ROAD LEFT (JUST PAST A BRIDGE
 LJ0535'OVER MEDICINE CREEK), TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 1.4
 LJ0535'MI (2.3 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST ON THE AIRPORT
 LJ0535'ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE, PASS THROUGH GATE,
 LJ0535'CONTINUE AHEAD AND GO WESTERLY ON A APRON THEN A CONNECTOR TAXIWAY FOR
 LJ0535'0.05 MI (0.08 KM) TO A RUNWAY, TURN RIGHT AND GO NORTH-NORTHWEST ON
 LJ0535'RUNWAY 14/32 FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT.  THE
 LJ0535'STATION IS 141.5 FT (43.1 M) WEST-SOUTHWEST OF THE SOUTHERN ONE OF 2
 LJ0535'CULTIVATED FIELDS, 53.5 FT (16.3 M) SOUTH-SOUTHEAST OF THE APPROXIMATE
 LJ0535'CENTER OF THE TURF RUNWAY, 46.3 FT (14.1 M) EAST-NORTHEAST OF THE
 LJ0535'RUNWAY CENTER AND 4.9 FT (1.5 M) EAST-NORTHEAST OF A RUNWAY LIGHT.
 LJ0535'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 LJ0535'AIRPORT CONTROL STATION.
 LJ0535
 LJ0535                          STATION RECOVERY (1997)
 LJ0535
 LJ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0535'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0536 ***********************************************************************
 LJ0536  SACS        -  This is a Secondary Airport Control Station.
 LJ0536  DESIGNATION -  GROSS AZ MK
 LJ0536  PID         -  LJ0536
 LJ0536  STATE/COUNTY-  NE/FURNAS
 LJ0536  USGS QUAD   -  CAMBRIDGE (1983)
 LJ0536
 LJ0536                         *CURRENT SURVEY CONTROL
 LJ0536  ___________________________________________________________________
 LJ0536* NAD 83(1995)-  40 18 06.24106(N)    100 09 32.07087(W)     ADJUSTED  
 LJ0536* NAVD 88     -       730.22   (meters)    2395.7    (feet)  GPS OBS   
 LJ0536  ___________________________________________________________________
 LJ0536  X           -    -859,254.724 (meters)                     COMP
 LJ0536  Y           -  -4,795,266.781 (meters)                     COMP
 LJ0536  Z           -   4,104,050.686 (meters)                     COMP
 LJ0536  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 LJ0536  ELLIP HEIGHT-         705.88  (meters)          (12/19/01) GPS OBS
 LJ0536  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 LJ0536
 LJ0536  HORZ ORDER  -  FIRST
 LJ0536  ELLP ORDER  -  FIFTH     CLASS I
 LJ0536
 LJ0536.This mark is at Cambridge Municipal Airport (CSB)
 LJ0536
 LJ0536.The horizontal coordinates were established by GPS observations
 LJ0536.and adjusted by the National Geodetic Survey in September 1998..
 LJ0536
 LJ0536.The orthometric height was determined by GPS observations and a
 LJ0536.high-resolution geoid model.
 LJ0536
 LJ0536.GPS derived orthometric heights for airport stations designated as
 LJ0536.PACS or SACS are published to 2 decimal places.  This maintains
 LJ0536.centimeter relative accuracy between the PACS and SACS.  It does
 LJ0536.not indicate centimeter accuracy relative to other marks which are
 LJ0536.part of the NAVD 88 network.
 LJ0536
 LJ0536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0536
 LJ0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0536
 LJ0536.The ellipsoidal height was determined by GPS observations
 LJ0536.and is referenced to NAD 83.
 LJ0536
 LJ0536.The geoid height was determined by GEOID03.
 LJ0536
 LJ0536;                    North         East     Units Scale Factor Converg.
 LJ0536;SPC NE       -    52,020.267   486,491.767   MT  0.99987721   -0 06 19.1
 LJ0536;UTM  14      - 4,461,891.882   401,511.591   MT  0.99971940   -0 44 58.8
 LJ0536
 LJ0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0536!SPC NE       -   0.99988928  x   0.99987721  =   0.99976650
 LJ0536!UTM  14      -   0.99988928  x   0.99971940  =   0.99960871
 LJ0536
 LJ0536:                Primary Azimuth Mark                     Grid Az
 LJ0536:SPC NE       -  GROSS                                    334 53 37.2
 LJ0536:UTM  14      -  GROSS                                    335 32 16.9
 LJ0536
 LJ0536|---------------------------------------------------------------------|
 LJ0536| PID    Reference Object                     Distance      Geod. Az  |
 LJ0536|                                                           dddmmss.s |
 LJ0536| LJ0535 GROSS                               448.398 METERS 3344718.1 |
 LJ0536|---------------------------------------------------------------------|
 LJ0536
 LJ0536                          SUPERSEDED SURVEY CONTROL
 LJ0536
 LJ0536  ELLIP H (09/17/98)  705.94   (m)                       GP(       ) 5 1
 LJ0536  NAD 83(1995)-  40 18 06.24154(N)    100 09 32.07089(W) AD(       ) 3
 LJ0536  ELLIP H (08/18/97)  705.90   (m)                       GP(       ) 4 1
 LJ0536  ELLIP H (01/07/93)  706.04   (m)                       GP(       ) 4 2
 LJ0536  NAD 83(1986)-  40 18 06.24761(N)    100 09 32.07475(W) AD(       ) 3
 LJ0536  NGVD 29 (02/23/90)  729.8    (m)         2394.     (f) GPS OBS        
 LJ0536
 LJ0536.Superseded values are not recommended for survey control.
 LJ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0536.See file dsdata.txt to determine how the superseded data were derived.
 LJ0536
 LJ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0151261892(NAD 83)
 LJ0536_MARKER: I = METAL ROD
 LJ0536_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LJ0536_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LJ0536_STAMPING: GROSS AZ MK 1989
 LJ0536_MARK LOGO: NGS   
 LJ0536_PROJECTION: FLUSH
 LJ0536_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0536+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1997
 LJ0536_ROD/PIPE-DEPTH: 21.5 meters
 LJ0536_SLEEVE-DEPTH  : 0.93 meters
 LJ0536
 LJ0536  HISTORY     - Date     Condition        Report By
 LJ0536  HISTORY     - 1989     MONUMENTED       NGS
 LJ0536  HISTORY     - 19900615 GOOD             NGS
 LJ0536  HISTORY     - 19950808 GOOD             NGS
 LJ0536  HISTORY     - 19970801 GOOD             NGS
 LJ0536
 LJ0536                          STATION DESCRIPTION
 LJ0536
 LJ0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0536'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH-NORTHEAST OF
 LJ0536'CAMBRIDGE, AT THE CAMBRIDGE MUNICIPAL AIRPORT.  ONWERSHIP--CAMBRIDGE
 LJ0536'AIRPORT AUTHORITY, BOX 115, CAMBRIDGE, NE 69022.  AIRPORT MANAGER IS
 LJ0536'C.J. BEHNKE, TELEPHONE 308-697-3677.
 LJ0536'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6, 34 AND STATE
 LJ0536'HIGHWAY 47 IN CAMBRIDGE, GO EAST ON US HIGHWAY 6, 34 FOR 0.90 KM
 LJ0536'(0.55 MI) TO A GRAVEL ROAD ON THE LEFT, JUST PAST A BRIDGE OVER
 LJ0536'MEDICINE CREEK.  TURN LEFT AND GO NORTH FOR 2.25 KM (1.40 MI) TO A
 LJ0536'PAVED ROAD LEFT.  TURN LEFT AND GO WESTERLY FOR 0.17 KM (0.10 MI) TO A
 LJ0536'GATE.  PASS THROUGH THE GATE AND CONTINUE WESTERLY ON A TARMAC AND
 LJ0536'RAMP FOR 0.09 KM (0.05 MI) TO THE JUNCTION WITH RUNWAY 14-32.  TURN
 LJ0536'LEFT AND GO SOUTHEAST ALONGSIDE THE RUNWAY FOR 0.23 KM (0.15 MI) TO
 LJ0536'THE JUNCTION OF RUNWAY END 32 AND A TAXIWAY AND THE STATION ON THE
 LJ0536'LEFT.
 LJ0536'THE STATION MARK IS SET 15.4 M (50.5 FT) NORTHEAST OF THE RUNWAY
 LJ0536'CENTERLINE, 14.3 M (46.9 FT) NORTH-NORTHWEST OF THE TAXIWAY
 LJ0536'CENTERLINE, SOUTHEAST OF A TAXIWAY LIGHT AND 3.1 M (10.2 FT) NORTH OF
 LJ0536'THE CURVED JUNCTION.
 LJ0536'DESCRIBED BY R.D.BALL.
 LJ0536'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0536
 LJ0536                          STATION RECOVERY (1990)
 LJ0536
 LJ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (RAH)
 LJ0536'THE STATION IS LOCATED ON THE SOUTHEAST END OF CAMBRIDGE MUNI AIRPORT
 LJ0536'NEAR THE RUNWAY END OF 32.  THE STATION IS 50.5 FT (15.4 M) NORTHWEST
 LJ0536'OF THE CENTER OF TAXIWAY, 49.7 FT (15.1 M) NORTHEAST OF THE CENTERLINE
 LJ0536'OF THE RUNWAY, 25.4 FT (7.7 M) EAST OF THE WESTERLYMOST TAXIWAY LIGHT,
 LJ0536'111.9 FT (34.1 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTHWEST OF THE
 LJ0536'RUNWAY END, AND 19.5 FT (5.9 M) NORTHEAST OF THE EDGE OF RUNWAY.  THE
 LJ0536'STATION IS A STAINLESS STEEL ROD SET IN THE CENTER OF A 5 INCH LOGO
 LJ0536'CAP WHICH IS SET FLUSH WITH THE GROUND AND STAMPED GROSS AZ MK 1989.
 LJ0536'NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL)
 LJ0536'STABILITY.
 LJ0536
 LJ0536                          STATION RECOVERY (1995)
 LJ0536
 LJ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0536'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST-SOUTHWEST OF
 LJ0536'HOLBROOK, 1.8 MI (2.9 KM) NORTH-NORTHEAST OF CAMBRIDGE AND AT THE
 LJ0536'CAMBRIDGE MUNICIPAL AIRPORT.  OWNERSHIP--CAMBRIDGE AIRPORT AUTHORITY,
 LJ0536'BOX 115, CAMBRIDGE NE 69022.  AIRPORT MANAGER IS C.J.  BEHNKE, PHONE
 LJ0536'(308) 697-3677.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 LJ0536'6/34 AND STATE HIGHWAY 47 SOUTH IN CAMBRIDGE, GO EAST ON US HIGHWAY
 LJ0536'6/34 FOR 0.55 MI (0.89 KM) TO A ROAD LEFT (JUST PAST A BRIDGE OVER
 LJ0536'MEDICINE CREEK), TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 1.4 MI
 LJ0536'(2.3 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WEST ON THE AIRPORT
 LJ0536'ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE, PASS THROUGH GATE, TURN
 LJ0536'LEFT AND GO SOUTH-SOUTHEAST ON A TAXIWAY FOR 0.15 MI (0.24 KM) TO THE
 LJ0536'STATION ON THE RIGHT.  THE STATION IS 51.3 FT (15.6 M) NORTH-NORTHWEST
 LJ0536'OF THE TAXIWAY CENTER, 50.2 FT (15.3 M) EAST-NORTHEAST OF THE RUNWAY
 LJ0536'CENTER, 25.5 FT (7.8 M) SOUTHEAST OF A TAXIWAY LIGHT (1) AND 9.9 FT
 LJ0536'(3.0 M) NORTH-NORTHEAST OF THE CURVED JUNCTION PAVEMENT.  THIS STATION
 LJ0536'TO BE USED AS SACS.
 LJ0536
 LJ0536                          STATION RECOVERY (1997)
 LJ0536
 LJ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0536'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0401 ***********************************************************************
 NO0401  DESIGNATION -  GROVE
 NO0401  PID         -  NO0401
 NO0401  STATE/COUNTY-  NE/CHERRY
 NO0401  USGS QUAD   -  SPARKS SE (1983)
 NO0401
 NO0401                         *CURRENT SURVEY CONTROL
 NO0401  ___________________________________________________________________
 NO0401* NAD 83(1995)-  42 45 25.80288(N)    100 18 56.57539(W)     ADJUSTED  
 NO0401* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 NO0401  ___________________________________________________________________
 NO0401  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 NO0401  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 NO0401
 NO0401  HORZ ORDER  -  SECOND
 NO0401
 NO0401.The horizontal coordinates were established by classical geodetic methods
 NO0401.and adjusted by the National Geodetic Survey in August 1997..
 NO0401
 NO0401.The orthometric height was scaled from a topographic map.
 NO0401
 NO0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0401
 NO0401.The geoid height was determined by GEOID03.
 NO0401
 NO0401;                    North         East     Units Scale Factor Converg.
 NO0401;SPC NE       -   324,693.488   474,157.817   MT  0.99989771   -0 12 33.2
 NO0401;UTM  14      - 4,734,688.536   392,336.100   MT  0.99974261   -0 53 35.9
 NO0401
 NO0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0401!SPC NE       -   0.99986857  x   0.99989771  =   0.99976629
 NO0401!UTM  14      -   0.99986857  x   0.99974261  =   0.99961121
 NO0401
 NO0401|---------------------------------------------------------------------|
 NO0401| PID    Reference Object                     Distance      Geod. Az  |
 NO0401|                                                           dddmmss.s |
 NO0401| CO3191 GROVE RM 1                           12.346 METERS 03831     |
 NO0401| CO3190 GROVE AZ MK                                        0784325.1 |
 NO0401| NO0390 WOOD LAKE MUNICIPAL TANK            APPROX.14.4 KM 1531340.0 |
 NO0401| CO3192 GROVE RM 2                           11.143 METERS 16643     |
 NO0401| NO0433 VALENTINE CONSUM PWR RAD TOWER      APPROX.23.0 KM 3065658.4 |
 NO0401|---------------------------------------------------------------------|
 NO0401
 NO0401                          SUPERSEDED SURVEY CONTROL
 NO0401
 NO0401  NAD 83(1986)-  42 45 25.80574(N)    100 18 56.58642(W) AD(       ) 2
 NO0401  NAD 27      -  42 45 25.79400(N)    100 18 55.12700(W) AD(       ) 2
 NO0401
 NO0401.Superseded values are not recommended for survey control.
 NO0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0401.See file dsdata.txt to determine how the superseded data were derived.
 NO0401
 NO0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9233634689(NAD 83)
 NO0401_MARKER: DS = TRIANGULATION STATION DISK
 NO0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0401
 NO0401  HISTORY     - Date     Condition        Report By
 NO0401  HISTORY     - 1949     MONUMENTED       CGS
 NO0401
 NO0401                          STATION DESCRIPTION
 NO0401
 NO0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0401'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHWEST OF WOOD LAKE
 NO0401'AND 3.0 MILES EAST AND 2.0 MILES NORTH OF ARABIA ON THE HIGHEST
 NO0401'POINT OF A NORTH-SOUTH SAND RIDGE.  IT IS ABOUT 0.9 OF A MILE
 NO0401'WEST-SOUTHWEST OF A RANCH HOUSE AND 6.0 FEET SOUTH OF A WITNESS
 NO0401'POST.  IT PROJECTS 3 INCHES AND IS STAMPED GROVE 1949.
 NO0401'
 NO0401'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE RIDGE
 NO0401'ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS
 NO0401'SET FLUSH WITH THE TOP OF THE GROUND AND IS STAMPED GROVE NO 1
 NO0401'1949.
 NO0401'
 NO0401'REFERENCE MARK NO. 2 IS ON ABOUT THE SAME ELEVATION AS THE
 NO0401'STATION.  IT IS SET FLUSH WITH THE TOP OF THE GROUND AND IS
 NO0401'STAMPED GROVE NO 2 1949.
 NO0401'
 NO0401'THE MEASURED DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 69.35
 NO0401'FEET.
 NO0401'
 NO0401'THE AZIMUTH MARK IS ABOUT 0.1 OF A MILE EAST OF A RANCH HOME,
 NO0401'42.0 FEET NORTH OF A FENCE CORNER, 29.0 FEET NORTH OF THE
 NO0401'CENTER OF A WIRE GATE, AND 2.0 FEET NORTH OF A WITNESS POST,
 NO0401'AND 0.4 OF A FOOT WEST OF A FENCE.  IT PROJECTS 2 INCHES AND
 NO0401'IS STAMPED GROVE 1949.
 NO0401'
 NO0401'TO REACH THE STATION FROM THE RAILROAD STATION IN ARABIA, GO
 NO0401'SOUTHEAST ON U.S. HIGHWAY NO. 20 FOR 0.85 OF A MILE TO A T
 NO0401'ROAD LEFT, TURN LEFT AND CROSS RAILROAD TRACK TO A FORK, TAKE
 NO0401'THE RIGHT FORK AND GO EASTERLY FOR 1.2 MILES TO A CATTLE
 NO0401'GUARD, CONTINUE EASTERLY ON THE MAIN TRACK ROAD FOR 0.5 OF A MILE
 NO0401'TO A CATTLE GUARD, CONTINUE EAST AND NORTH ON MAIN TRACK
 NO0401'ROAD FOR 0.85 OF A MILE TO A FORK, TAKE LEFT FORK FOR 0.2 OF A
 NO0401'MILE TO A RANCH HOUSE ON THE LEFT, CONTINUE EASTERLY FOR
 NO0401'0.2 OF A MILE TO A CATTLE GUARD, CONTINUE ON MAIN TRACK ROAD
 NO0401'FOR 0.35 OF A MILE TO A CATTLE GUARD AND DIM FORK RIGHT,
 NO0401'CONTINUE ON THE MAIN TRACK ROAD FOR 0.35 OF A MILE TO A
 NO0401'FORK, HERE TAKE THE LEFT FORK, PASSING TO THE LEFT OF A
 NO0401'WINDMILL AND CONTINUE NORTHEAST AND NORTH FOR 0.5 OF A
 NO0401'MILE TO A CATTLE GUARD, CONTINUE ON MAIN TRACK ROAD FOR 0.9
 NO0401'OF A MILE TO A FORK, TAKE LEFT FORK AND GO NORTHERLY FOR
 NO0401'0.05 OF A MILE TO A CATTLE GUARD, CONTINUE NORTHERLY ON
 NO0401'TRACK ROAD FOR 0.2 OF A MILE TO A FORK, TAKE RIGHT FORK
 NO0401'AND GO 0.05 OF A MILE TO A FENCE AND THE AZIMUTH MARK
 NO0401'AS DESCRIBED, THEN BEAR HARD LEFT AND GO 0.1 MILE TO A
 NO0401'WIRE GATE IN THE SOUTHWEST CORNER OF A BARN LOT, PASS THROUGH
 NO0401'THIS WIRE GATE AND GO WEST, SOUTHWEST AND NORTHWEST ACROSS A
 NO0401'SMALL PASTURE FOR 0.1 OF A MILE TO A WIRE GATE IN THE WEST
 NO0401'SIDE OF THE PASTURE FENCE, PASS THROUGH THIS WIRE GATE AND
 NO0401'PICK A TRAIL THROUGH VERY ROUGH AND SANDY GROUND FOR ABOUT
 NO0401'0.8 OF A MILE TO THE SOUTHWEST TO THE HIGHEST POINT AND THE
 NO0401'STATION AS DESCRIBED.
 NO0401'
 NO0401'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1176 ***********************************************************************
 LH1176  DESIGNATION -  GUIDE
 LH1176  PID         -  LH1176
 LH1176  STATE/COUNTY-  NE/WEBSTER
 LH1176  USGS QUAD   -  GUIDE ROCK (1974)
 LH1176
 LH1176                         *CURRENT SURVEY CONTROL
 LH1176  ___________________________________________________________________
 LH1176* NAD 83(1995)-  40 00 09.18930(N)    098 19 51.97220(W)     ADJUSTED  
 LH1176* NAVD 88     -       522.     (meters)    1713.     (feet)  SCALED    
 LH1176  ___________________________________________________________________
 LH1176  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 LH1176  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LH1176
 LH1176  HORZ ORDER  -  FIRST
 LH1176
 LH1176.The horizontal coordinates were established by classical geodetic methods
 LH1176.and adjusted by the National Geodetic Survey in August 1997..
 LH1176
 LH1176.The orthometric height was scaled from a topographic map.
 LH1176
 LH1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1176
 LH1176.The geoid height was determined by GEOID03.
 LH1176
 LH1176;                    North         East     Units Scale Factor Converg.
 LH1176;SPC NE       -    20,165.017   642,499.198   MT  0.99999885   +1 06 21.5
 LH1176;SPC KS N     -   185,364.965   371,725.707   MT  1.00004292   -0 12 34.2
 LH1176;UTM  14      - 4,428,254.773   557,094.916   MT  0.99964013   +0 25 48.0
 LH1176
 LH1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1176!SPC NE       -   0.99992216  x   0.99999885  =   0.99992101
 LH1176!SPC KS N     -   0.99992216  x   1.00004292  =   0.99996507
 LH1176!UTM  14      -   0.99992216  x   0.99964013  =   0.99956232
 LH1176
 LH1176:                Primary Azimuth Mark                     Grid Az
 LH1176:SPC NE       -  GUIDE AZ MK                              007 45 47.4
 LH1176:SPC KS N     -  GUIDE AZ MK                              009 04 43.1
 LH1176:UTM  14      -  GUIDE AZ MK                              008 26 20.9
 LH1176
 LH1176|---------------------------------------------------------------------|
 LH1176| PID    Reference Object                     Distance      Geod. Az  |
 LH1176|                                                           dddmmss.s |
 LH1176| CN8683 GUIDE AZ MK                                        0085208.9 |
 LH1176| CN8684 GUIDE RM 1                            5.855 METERS 07711     |
 LH1176| LH1006 BEEMAN RESET                        APPROX. 5.7 KM 2694628.7 |
 LH1176| CN8685 GUIDE RM 2                            6.035 METERS 27923     |
 LH1176|---------------------------------------------------------------------|
 LH1176
 LH1176                          SUPERSEDED SURVEY CONTROL
 LH1176
 LH1176  NAD 83(1986)-  40 00 09.19417(N)    098 19 51.97176(W) AD(       ) 1
 LH1176  NAD 27      -  40 00 09.14300(N)    098 19 50.79000(W) AD(       ) 1
 LH1176
 LH1176.Superseded values are not recommended for survey control.
 LH1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1176.See file dsdata.txt to determine how the superseded data were derived.
 LH1176
 LH1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5709528255(NAD 83)
 LH1176_MARKER: DS = TRIANGULATION STATION DISK
 LH1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1176
 LH1176  HISTORY     - Date     Condition        Report By
 LH1176  HISTORY     - 1947     MONUMENTED       CGS
 LH1176  HISTORY     - 1959     GOOD             CGS
 LH1176  HISTORY     - 1975     GOOD             NGS
 LH1176
 LH1176                          STATION DESCRIPTION
 LH1176
 LH1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1176'THE STATION IS LOCATED ON THE CREST OF A NORTH-SOUTH RIDGE
 LH1176'ABOUT 5 MILES SOUTH OF GUIDE ROCK, 125 YARDS WEST OF STATE
 LH1176'HIGHWAY NO. 78, 38 FEET NORTH OF THE CENTER OF NEBRASKA-KANSAS
 LH1176'STATE LINE ROAD, 4.5 FEET SOUTH OF A WITNESS POST, AND 5.5
 LH1176'FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH WITH
 LH1176'THE SURFACE OF THE GROUND AND IS STAMPED GUIDE 1947.
 LH1176'
 LH1176'REFERENCE MARK NO. 1 IS 43 FEET NORTH OF THE CENTER OF
 LH1176'NEBRASKA-KANSAS STATE LINE ROAD AND 1.0 FOOT SOUTH OF AN
 LH1176'EAST-WEST FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 LH1176'GUIDE NO 1 1947.
 LH1176'
 LH1176'REFERENCE MARK NO. 2 IS 43 FEET NORTH OF THE CENTER OF
 LH1176'NEBRASKA-KANSAS STATE LINE ROAD AND 1.5 FOOT SOUTH OF AN
 LH1176'EAST-WEST FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 LH1176'GUIDE NO 2 1947.
 LH1176'
 LH1176'AZIMUTH MARK IS 0.3 MILE NORTH OF THE NEBRASKA-KANSAS STATE LINE,
 LH1176'39 FEET EAST OF STATE HIGHWAY NO. 78, AND 3.0 FEET WEST OF
 LH1176'A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED GUIDE
 LH1176'1947.
 LH1176'
 LH1176'TO REACH THE STATION FROM GUIDE ROCK, GO SOUTH ON STATE HIGHWAY
 LH1176'NO. 78 FOR 4.7 MILES TO NEBRASKA-KANSAS STATE LINE ROAD, TURN
 LH1176'RIGHT, WEST, AND GO 0.1 MILE TO THE TOP OF A GRADE AND THE
 LH1176'STATION ON THE RIGHT AS DESCRIBED.
 LH1176'
 LH1176'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.1 MILE
 LH1176'TO STATE HIGHWAY NO. 78, TURN LEFT, NORTH, AND GO 0.3 MILE TO
 LH1176'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LH1176'
 LH1176'A 74 FOOT SIGNAL AT BEEMAN IS VISIBLE AT 4 FEET.
 LH1176'
 LH1176'A 74 FOOT SIGNAL AT BANGERT IS VISIBLE AT 4 FEET.
 LH1176'
 LH1176'A 74 FOOT SIGNAL AT DARWIN IS VISIBLE AT 4 FEET.
 LH1176'
 LH1176'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LH1176
 LH1176                          STATION RECOVERY (1959)
 LH1176
 LH1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LH1176'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LH1176'GOOD CONDITION.  THE 1947 DESCRIPTION IS ADEQUATE.
 LH1176
 LH1176                          STATION RECOVERY (1975)
 LH1176
 LH1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1176'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 LH1176'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK CONCRETE MONUMENT WITH
 LH1176'DISK WAS FOUND LYING ON TOP THE GROUND ON TOP OF CUT BANK ON THE
 LH1176'EAST SIDE OF STATE HIGHWAY 78.  NO OLD TIE LINES ARE VISIBLE THIS
 LH1176'DATE AND A NEW AZIMUTH MARK WAS NOT SET.
 LH1176'
 LH1176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.0 MILES
 LH1176'SOUTH OF GUIDE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1757 ***********************************************************************
 NM1757  DESIGNATION -  GUINN
 NM1757  PID         -  NM1757
 NM1757  STATE/COUNTY-  NE/CEDAR
 NM1757  USGS QUAD   -  LAUREL (1971)
 NM1757
 NM1757                         *CURRENT SURVEY CONTROL
 NM1757  ___________________________________________________________________
 NM1757* NAD 83(1995)-  42 26 08.38510(N)    097 03 15.00805(W)     ADJUSTED  
 NM1757* NAVD 88     -       493.9    (meters)    1620.     (feet)  VERTCON   
 NM1757  ___________________________________________________________________
 NM1757  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 NM1757  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 NM1757
 NM1757  HORZ ORDER  -  FIRST
 NM1757
 NM1757.The horizontal coordinates were established by classical geodetic methods
 NM1757.and adjusted by the National Geodetic Survey in August 1997..
 NM1757
 NM1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1757
 NM1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1757
 NM1757.The geoid height was determined by GEOID03.
 NM1757
 NM1757;                    North         East     Units Scale Factor Converg.
 NM1757;SPC NE       -   293,065.791   742,294.800   MT  0.99979038   +1 57 07.9
 NM1757;UTM  14      - 4,699,983.356   660,048.030   MT  0.99991517   +1 18 47.7
 NM1757
 NM1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1757!SPC NE       -   0.99992649  x   0.99979038  =   0.99971688
 NM1757!UTM  14      -   0.99992649  x   0.99991517  =   0.99984166
 NM1757
 NM1757:                Primary Azimuth Mark                     Grid Az
 NM1757:SPC NE       -  RASMUSSEN RM A                           015 09 34.5
 NM1757:UTM  14      -  RASMUSSEN RM A                           015 47 54.7
 NM1757
 NM1757|---------------------------------------------------------------------|
 NM1757| PID    Reference Object                     Distance      Geod. Az  |
 NM1757|                                                           dddmmss.s |
 NM1757| NM1517 RASMUSSEN RM A                      APPROX.15.5 KM 0170642.4 |
 NM1757| CO3195 GUINN RM 1                           37.973 METERS 04420     |
 NM1757| NM1735 ALLEN TANK                          APPROX.17.2 KM 0965853.0 |
 NM1757| CO3193 GUINN AZ MK                                        2041931.0 |
 NM1757| NM1758 LAUREL STANDPIPE                    APPROX. 3.1 KM 2474928.3 |
 NM1757| CO3196 GUINN RM 2                           53.050 METERS 29843     |
 NM1757| NM1748 COLERIDGE MUNICIPAL TANK            APPROX.14.9 KM 3011759.0 |
 NM1757|---------------------------------------------------------------------|
 NM1757
 NM1757                          SUPERSEDED SURVEY CONTROL
 NM1757
 NM1757  NAD 83(1986)-  42 26 08.39104(N)    097 03 15.00291(W) AD(       ) 1
 NM1757  NAD 27      -  42 26 08.39300(N)    097 03 13.83200(W) AD(       ) 1
 NM1757  NGVD 29 (07/19/86)  493.7    (m)         1620.     (f) VERT ANG       
 NM1757
 NM1757.Superseded values are not recommended for survey control.
 NM1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1757.See file dsdata.txt to determine how the superseded data were derived.
 NM1757
 NM1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6004899983(NAD 83)
 NM1757_MARKER: DS = TRIANGULATION STATION DISK
 NM1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1757
 NM1757  HISTORY     - Date     Condition        Report By
 NM1757  HISTORY     - 1935     MONUMENTED       CGS
 NM1757  HISTORY     - 1940     GOOD             CGS
 NM1757  HISTORY     - 1966     GOOD             CGS
 NM1757  HISTORY     - 1971     GOOD             USGS
 NM1757
 NM1757                          STATION DESCRIPTION
 NM1757
 NM1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1757'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC. 2, T. 28
 NM1757'N., R. 3 E., ABOUT 1.5 MILES EAST-NORTHEAST OF LAUREL, ON A
 NM1757'SMALL KNOLL IN MR. GUINNS FIELD WHICH HAS A WINDMILL ON IT AND
 NM1757'IS ABOUT 150 METERS EAST OF HIS HOUSE.  HIGHEST POINT IN
 NM1757'IMMEDIATE VICINITY.
 NM1757'
 NM1757'REACHED FROM LAUREL (JUNCTION OF STATE HIGHWAY 15 AND U.S.
 NM1757'HIGHWAY 20 ON THE SOUTHWEST SIDE OF TOWN) BY GOING EAST ON
 NM1757'U.S. 20 FOR 2.0 MILES, OR FOR 0.8 MILE AFTER PASSING RAILROAD
 NM1757'TRACK, TURN LEFT (NORTH) ON SECTION-LINE ROAD FOR 0.8 MILE,
 NM1757'TURN RIGHT (EAST) INTO LANE AT A LARGE WHITE HOUSE (HOME OF
 NM1757'MR. GUINN) AND PASS TO SOUTH OF HOUSE AND BARN AND GO 0.1 MILE
 NM1757'TO TOP OF KNOLL, WINDMILL AND STATION.
 NM1757'
 NM1757'STATION IS 12 FEET SOUTH FROM CENTER OF WINDMILL, SET ABOUT
 NM1757'12 INCHES BELOW THE SURFACE OF THE GROUND.
 NM1757'
 NM1757'REFERENCE MARK NO. 1 IS 37.973 METERS (114.73 FEET) NORTHEAST
 NM1757'OF STATION, AND 0.3 METER NORTH OF AN EAST-WEST FENCE LINE
 NM1757'PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 NM1757'11B.
 NM1757'
 NM1757'REFERENCE MARK NO. 2 IS 53.050 METERS (174.05 FEET) WEST-NORTHWEST
 NM1757'OF STATION, AND 0.4 METER NORTH OF AN EAST-WEST FENCE LINE,
 NM1757'PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 NM1757'
 NM1757'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTHWEST OF STATION,
 NM1757'9.5 METERS NORTHWEST OF A NARROW BRIDGE SIGN, 9 METERS NORTH
 NM1757'OF CENTERLINE OF U.S. HIGHWAY 20, 1.5 METERS WEST FROM WEST
 NM1757'POST OF GATE IN EAST-WEST FENCE LINE, AND 0.3 METERS NORTH
 NM1757'OF NORTH RIGHT-OF-WAY FENCE LINE, PROJECTING ABOUT 6 INCHES
 NM1757'ABOVE THE SURFACE OF THE GROUND.  REACHED FROM STATION BY
 NM1757'GOING EAST FOR 0.1 MILE, TURN LEFT (SOUTH) FOR 0.8 MILE, TURN
 NM1757'RIGHT (WEST) FOR 0.
 NM1757'
 NM1757'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NM1757
 NM1757                          STATION RECOVERY (1940)
 NM1757
 NM1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1757'STATION RECOVERED AS DESCRIBED, EXCEPT THAT U.S. HIGHWAY 20
 NM1757'HAS BEEN RELOCATED, AND THE HIGHWAY MENTIONED IN THE DIRECTIONS
 NM1757'TO REACH STATION AND DESCRIPTION OF THE AZIMUTH MARK IS STATE
 NM1757'HIGHWAY 13 INSTEAD OF U.S. HIGHWAY 20.
 NM1757'
 NM1757'STATION MARK IS 7 FEET SOUTH OF WHITE REFERENCE POST.
 NM1757'
 NM1757'AZIMUTH MARK IS 18 INCHES WEST OF WHITE REFERENCE POST.
 NM1757
 NM1757                          STATION RECOVERY (1966)
 NM1757
 NM1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1757'STATION WAS RECOVERED AND ALL MARKS WITH THE EXCEPTION OF THE AZIMUTH
 NM1757'MARK WERE FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 NM1757'WITH ABOUT 2 FEET OF THE MARK SHOWING AND LOOSE IN THE GROUND.  THE
 NM1757'MARK HAS BEEN DESTROYED AND A NEW AZIMUTH MARK ESTABLISHED ABOUT
 NM1757'0.2 MILE NORTH OF THE STATION.
 NM1757'
 NM1757'THE LAND ON WHICH THE STATION IS ESTABLISHED IS STILL OWNED AND
 NM1757'OCCUPIED BY A MR. CLAYTON GUINN.
 NM1757'
 NM1757'THE HORIZONTAL ANGLE TO THE REFERENCE MARKS CHECKED THE 1935 DATA
 NM1757'ADEQUATELY.
 NM1757'
 NM1757'THE REFERENCE MARKS COULD NOT BE MEASURED TO WITH A TAPE DUE TO THE
 NM1757'FIELD BEING PLANTED IN CORN.  THE CORN WAS TOO HIGH TO MEASURE
 NM1757'OVER.
 NM1757'
 NM1757'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED GUINN 1935, SET
 NM1757'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 14 INCHES
 NM1757'BELOW THE SURFACE OF THE GROUND.  MARK IS 82.4 FEET SOUTH OF AN
 NM1757'EAST-WEST FENCELINE AND 24 FEET SOUTHEAST OF A CONICAL SHAPED
 NM1757'CISTERN COVER WHICH IS ABOUT 7 FEET IN HEIGHT AND CONSTRUCTED OF
 NM1757'BRICK AND CEMENT.
 NM1757'
 NM1757'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED GUINN NO 1 1935,
 NM1757'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3
 NM1757'INCHES.  MARK IS 1 FOOT NORTH OF THE EAST-WEST FENCELINE.
 NM1757'
 NM1757'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED GUINN NO 2 1935,
 NM1757'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 8
 NM1757'INCHES.  MARK IS 0.8 FEET NORTH OF THE EAST-WEST FENCELINE.
 NM1757'
 NM1757'BOTH REFERENCE MARKS ARE AT THE SOUTH SIDE AND INSIDE A PASTURE.
 NM1757'
 NM1757'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED GUINN 1935 AZ 2
 NM1757'1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 1
 NM1757'INCH.  MARK IS 27 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 NM1757'ROAD, 9.3 FEET SOUTHEAST OF A TELEPHONE LINE POLE, 1.7 FEET
 NM1757'SOUTH-SOUTHEAST OF A FENCE CORNER, 2.1 FEET SOUTH OF A METAL
 NM1757'WITNESS POST AND 1.2 FEET EAST OF A NORTH-SOUTH FENCELINE.
 NM1757'
 NM1757'STATION IS REACHED FROM THE POST OFFICE (INTERSECTION OF 2ND AND OAK
 NM1757'STREETS) IN LAUREL.  GO SOUTH ON OAK STREET FOR 0.35 MILE TO THE
 NM1757'JUNCTION WITH STATE HIGHWAY 15.  TURN LEFT AND GO EAST ON HIGHWAY
 NM1757'15 FOR 0.65 MILE TO A FORK.  KEEP LEFT AND CONTINUE EAST, ON A
 NM1757'GRAVELED ROAD FOR 0.7 MILE TO A BRIDGE.  CROSS THE BRIDGE AND
 NM1757'CONTINUE ON THE GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT.
 NM1757'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.85 MILE TO A
 NM1757'DRIVEWAY WHICH LEADS TO THE FARM HOME OF MR. GUINN ON THE RIGHT.
 NM1757'TURN RIGHT INTO THE DRIVEWAY AND CONTINUE EAST, PASSING TO
 NM1757'THE SOUTH SIDE OF THE HOUSE FOR 0.05 MILE TO A LARGE BARN.
 NM1757'CONTINUE EAST, PASSING TO THE SOUTH SIDE OF THE BARN AND ALONG THE
 NM1757'SOUTH SIDE OF AN EAST-WEST FENCELINE FOR ABOUT 0.1 MILE.  TURN
 NM1757'RIGHT AND GO SOUTH FOR ABOUT 80 FEET AND STATION MARK, AS
 NM1757'DESCRIBED.
 NM1757'
 NM1757'AZIMUTH MARK IS REACHED FROM THE HOME OF MR. GUINN.  GO NORTH ON THE
 NM1757'GRAVELED ROAD FOR 0.1 MILE TO A GRAVELED T-ROAD JUNCTION.  TURN
 NM1757'RIGHT AND CONTINUE EAST ON A GRAVELED ROAD FOR 0.15 MILE TO A
 NM1757'GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD
 NM1757'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST SIDE OF THE ROAD,
 NM1757'AS DESCRIBED.
 NM1757'
 NM1757'ALL MARKS ARE AS IN NOTES.
 NM1757'
 NM1757'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 NM1757'EAST-NORTHEAST OF LAUREL.
 NM1757'
 NM1757'HEIGHT OF LIGHT ABOVE STATION MARK 87.79 FEET.
 NM1757
 NM1757                          STATION RECOVERY (1971)
 NM1757
 NM1757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NM1757'STATION FOUND IN GOOD CONDITION.  THE DISTANCE TO R.M. 1 =
 NM1757'34.97 METERS.
 NM1757'
 NM1757'THE AZIMUTH MARK WAS NOT FOUND AFTER AN EXTENSIVE SEARCH.
 NM1757'
 NM1757'THE WINDMILL REFERRED TO IN THE DESCRIPTION HAS BEEN REMOVED FROM
 NM1757'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0500 ***********************************************************************
 MN0500  DESIGNATION -  GURLEY
 MN0500  PID         -  MN0500
 MN0500  STATE/COUNTY-  NE/CHEYENNE
 MN0500  USGS QUAD   -  GURLEY (1972)
 MN0500
 MN0500                         *CURRENT SURVEY CONTROL
 MN0500  ___________________________________________________________________
 MN0500* NAD 83(1995)-  41 16 50.63625(N)    102 58 25.75924(W)     ADJUSTED  
 MN0500* NAVD 88     -      1306.     (meters)    4285.     (feet)  SCALED    
 MN0500  ___________________________________________________________________
 MN0500  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 MN0500  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 MN0500
 MN0500  HORZ ORDER  -  SECOND
 MN0500
 MN0500.The horizontal coordinates were established by classical geodetic methods
 MN0500.and adjusted by the National Geodetic Survey in August 1997..
 MN0500
 MN0500.The orthometric height was scaled from a topographic map.
 MN0500
 MN0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0500
 MN0500.The geoid height was determined by GEOID03.
 MN0500
 MN0500;                    North         East     Units Scale Factor Converg.
 MN0500;SPC NE       -   164,980.938   250,993.799   MT  0.99966628   -1 58 14.7
 MN0500;UTM  13      - 4,571,901.667   669,684.247   MT  0.99995436   +1 20 13.5
 MN0500
 MN0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0500!SPC NE       -   0.99979835  x   0.99966628  =   0.99946470
 MN0500!UTM  13      -   0.99979835  x   0.99995436  =   0.99975272
 MN0500
 MN0500:                Primary Azimuth Mark                     Grid Az
 MN0500:SPC NE       -  GURLEY AZ MK                             180 40 10.4
 MN0500:UTM  13      -  GURLEY AZ MK                             177 21 42.2
 MN0500
 MN0500|---------------------------------------------------------------------|
 MN0500| PID    Reference Object                     Distance      Geod. Az  |
 MN0500|                                                           dddmmss.s |
 MN0500| CP8151 GURLEY AZ MK                                       1784155.7 |
 MN0500| CP8152 GURLEY RM 1                          18.144 METERS 19209     |
 MN0500| CP8153 GURLEY RM 2                          17.315 METERS 34839     |
 MN0500| MN0499 GURLEY MUNICIPAL TANK               APPROX. 4.5 KM 3575649.0 |
 MN0500|---------------------------------------------------------------------|
 MN0500
 MN0500                          SUPERSEDED SURVEY CONTROL
 MN0500
 MN0500  NAD 83(1995)-  41 16 50.63571(N)    102 58 25.75928(W) AD(       ) 2
 MN0500  NAD 83(1986)-  41 16 50.62938(N)    102 58 25.76020(W) AD(       ) 2
 MN0500  NAD 27      -  41 16 50.69400(N)    102 58 24.03020(W) AD(       ) 2
 MN0500
 MN0500.Superseded values are not recommended for survey control.
 MN0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0500.See file dsdata.txt to determine how the superseded data were derived.
 MN0500
 MN0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6968471902(NAD 83)
 MN0500_MARKER: DS = TRIANGULATION STATION DISK
 MN0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0500_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0500
 MN0500  HISTORY     - Date     Condition        Report By
 MN0500  HISTORY     - 1963     MONUMENTED       CGS
 MN0500
 MN0500                          STATION DESCRIPTION
 MN0500
 MN0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0500'THE STATION IS LOCATED BETWEEN THE CHICAGO, BURLINGTON AND
 MN0500'QUINCY RAILROAD AND U.S. HIGHWAY 385 ABOUT 10 MILES NORTH OF
 MN0500'SIDNEY, 9 MILES NORTHEAST OF ORDVILLE AND 2-3/4 MILES SOUTH OF
 MN0500'GURLEY.
 MN0500'
 MN0500'TO REACH THE STATION FROM THE POST OFFICE IN GURLEY, DRIVE
 MN0500'WEST FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 385.  TURN
 MN0500'LEFT AND DRIVE SOUTH ON U.S. HIGHWAY 385 FOR 2.75 MILES TO THE
 MN0500'STATION ON THE WEST SIDE OF THE HIGHWAY.
 MN0500'
 MN0500'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ON U.S.
 MN0500'HIGHWAY 385 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE WEST SIDE
 MN0500'OF THE HIGHWAY.
 MN0500'
 MN0500'THE STATION MARK IS A STANDARD DISK, STAMPED GURLEY 1963, SET
 MN0500'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0500'IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MN0500'70 FEET WEST OF THE CENTER OF U.S. HIGHWAY 385, 41.5 FEET
 MN0500'NORTHWEST OF A TELEPHONE POLE WITH STEPS AND 4.3 FEET
 MN0500'SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 MN0500'
 MN0500'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GURLEY NO 1 1963,
 MN0500'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0500'12 INCHES IN DIAMETER AND PROJECTS 8 INCHES ABOVE THE GROUND
 MN0500'SURFACE.  IT IS 86 FEET WEST OF THE CENTER OF U.S. HIGHWAY 385
 MN0500'AND 63 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH A SIGN
 MN0500'ATTACHED.
 MN0500'
 MN0500'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GURLEY NO 2 1963,
 MN0500'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0500'12 INCHES IN DIAMETER AND PROJECTS 7 INCHES ABOVE THE GROUND
 MN0500'SURFACE.  IT IS 85 FEET WEST OF THE CENTER OF U.S. HIGHWAY 385
 MN0500'AND 53 FEET NORTH-NORTHWEST OF A METAL WITNESS POST WITH A
 MN0500'SIGN ATTACHED.
 MN0500'
 MN0500'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GURLEY 1963, SET
 MN0500'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0500'IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 MN0500'IS 40 FEET WEST OF THE CENTER OF U.S. HIGHWAY 385, 1.5 FEET
 MN0500'NORTH OF A TELEPHONE POLE AND 1.4 FEET NORTHWEST OF A METAL
 MN0500'WITNESS POST WITH A SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0499 ***********************************************************************
 MN0499  DESIGNATION -  GURLEY MUNICIPAL TANK
 MN0499  PID         -  MN0499
 MN0499  STATE/COUNTY-  NE/CHEYENNE
 MN0499  USGS QUAD   -  GURLEY (1972)
 MN0499
 MN0499                         *CURRENT SURVEY CONTROL
 MN0499  ___________________________________________________________________
 MN0499* NAD 83(1995)-  41 19 16.62370(N)    102 58 32.70119(W)     ADJUSTED  
 MN0499* NAVD 88     -                                                        
 MN0499  ___________________________________________________________________
 MN0499  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 MN0499  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 MN0499
 MN0499  HORZ ORDER  -  THIRD
 MN0499
 MN0499.The horizontal coordinates were established by classical geodetic methods
 MN0499.and adjusted by the National Geodetic Survey in August 1997..
 MN0499
 MN0499
 MN0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0499
 MN0499.The geoid height was determined by GEOID03.
 MN0499
 MN0499;                    North         East     Units Scale Factor Converg.
 MN0499;SPC NE       -   169,486.020   250,987.326   MT  0.99966376   -1 58 19.3
 MN0499;UTM  13      - 4,576,400.166   669,417.721   MT  0.99995325   +1 20 12.8
 MN0499
 MN0499                          SUPERSEDED SURVEY CONTROL
 MN0499
 MN0499  NAD 83(1995)-  41 19 16.62321(N)    102 58 32.70120(W) AD(       ) 4
 MN0499  NAD 83(1986)-  41 19 16.61667(N)    102 58 32.70189(W) AD(       ) 4
 MN0499  NAD 27      -  41 19 16.68500(N)    102 58 30.97000(W) AD(       ) 3
 MN0499
 MN0499.Superseded values are not recommended for survey control.
 MN0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0499.See file dsdata.txt to determine how the superseded data were derived.
 MN0499
 MN0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6941876400(NAD 83)
 MN0499_MARKER: 53 = ELEVATED TANK
 MN0499
 MN0499  HISTORY     - Date     Condition        Report By
 MN0499  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0499
 MN0499                          STATION DESCRIPTION
 MN0499
 MN0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0499'THE STATION IS IN THE WEST CENTRAL AREA OF GURLEY.  THE STATION
 MN0499'IS THE CENTER OF A BALL LOCATED ON THE TOP OF THE TANK.  THE
 MN0499'TANK IS AN ELEVATED STRUCTURE, SUPPORTED UPON FOUR LEGS AND
 MN0499'PAINTED SILVER.  IT IS ABOUT 80 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0498 ***********************************************************************
 MN0498  DESIGNATION -  GURLEY PLATTE PLINE CO RAD MST
 MN0498  PID         -  MN0498
 MN0498  STATE/COUNTY-  NE/CHEYENNE
 MN0498  USGS QUAD   -  GURLEY (1972)
 MN0498
 MN0498                         *CURRENT SURVEY CONTROL
 MN0498  ___________________________________________________________________
 MN0498* NAD 83(1995)-  41 19 20.70942(N)    102 52 32.07083(W)     ADJUSTED  
 MN0498* NAVD 88     -                                                        
 MN0498  ___________________________________________________________________
 MN0498  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 MN0498  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 MN0498
 MN0498  HORZ ORDER  -  THIRD
 MN0498
 MN0498.The horizontal coordinates were established by classical geodetic methods
 MN0498.and adjusted by the National Geodetic Survey in August 1997..
 MN0498
 MN0498
 MN0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0498
 MN0498.The geoid height was determined by GEOID03.
 MN0498
 MN0498;                    North         East     Units Scale Factor Converg.
 MN0498;SPC NE       -   169,328.288   259,371.087   MT  0.99966370   -1 54 20.3
 MN0498;UTM  13      - 4,576,726.691   677,799.185   MT  0.99998906   +1 24 11.2
 MN0498
 MN0498                          SUPERSEDED SURVEY CONTROL
 MN0498
 MN0498  NAD 83(1995)-  41 19 20.70911(N)    102 52 32.07099(W) AD(       ) 4
 MN0498  NAD 83(1986)-  41 19 20.70300(N)    102 52 32.07213(W) AD(       ) 4
 MN0498  NAD 27      -  41 19 20.76900(N)    102 52 30.34700(W) AD(       ) 3
 MN0498
 MN0498.Superseded values are not recommended for survey control.
 MN0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0498.See file dsdata.txt to determine how the superseded data were derived.
 MN0498
 MN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7779976727(NAD 83)
 MN0498_MARKER: 42 = RADIO/TV MAST
 MN0498
 MN0498  HISTORY     - Date     Condition        Report By
 MN0498  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0498
 MN0498                          STATION DESCRIPTION
 MN0498
 MN0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0498'THE STATION IS LOCATED AT THE PLATTE PIPE LINE COMPANY STORAGE
 MN0498'AND PUMPING PLANT 5 MILES EAST OF GURLEY.
 MN0498'
 MN0498'THE STATION IS THE CENTER OF THE RADIO MAST WHICH IS CONSTRUCTED
 MN0498'OF TUBULAR STEEL, IS TRIANGULAR IN SHAPE, UNPAINTED AND STANDS
 MN0498'120 FEET IN HEIGHT.  THE MAST SUPPORTS TWO RELAY DISHES AT
 MN0498'ITS TOP AND IS UNLIGHTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0160 ***********************************************************************
 MN0160  DESIGNATION -  H 10
 MN0160  PID         -  MN0160
 MN0160  STATE/COUNTY-  NE/MORRILL
 MN0160  USGS QUAD   -  ANGORA SE (1965)
 MN0160
 MN0160                         *CURRENT SURVEY CONTROL
 MN0160  ___________________________________________________________________
 MN0160* NAD 83(1986)-  41 51 06.     (N)    103 07 25.     (W)     SCALED    
 MN0160* NAVD 88     -      1300.078  (meters)    4265.34   (feet)  ADJUSTED  
 MN0160  ___________________________________________________________________
 MN0160  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 MN0160  DYNAMIC HT  -        1299.235 (meters)    4262.57  (feet)  COMP
 MN0160  MODELED GRAV-     979,929.1   (mgal)                       NAVD 88
 MN0160
 MN0160  VERT ORDER  -  FIRST     CLASS II
 MN0160
 MN0160.The horizontal coordinates were scaled from a topographic map and have
 MN0160.an estimated accuracy of +/- 6 seconds.
 MN0160
 MN0160.The orthometric height was determined by differential leveling
 MN0160.and adjusted by the National Geodetic Survey in June 1991..
 MN0160
 MN0160.The geoid height was determined by GEOID03.
 MN0160
 MN0160.The dynamic height is computed by dividing the NAVD 88
 MN0160.geopotential number by the normal gravity value computed on the
 MN0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0160.degrees latitude (g = 980.6199 gals.).
 MN0160
 MN0160.The modeled gravity was interpolated from observed gravity values.
 MN0160
 MN0160;                    North         East    Units  Estimated Accuracy
 MN0160;SPC NE       -   228,770.      240,750.      MT  (+/- 180 meters Scaled)
 MN0160
 MN0160                          SUPERSEDED SURVEY CONTROL
 MN0160
 MN0160  NGVD 29 (??/??/92) 1299.425  (m)         4263.20   (f) ADJ UNCH    1 2
 MN0160
 MN0160.Superseded values are not recommended for survey control.
 MN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0160.See file dsdata.txt to determine how the superseded data were derived.
 MN0160
 MN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG557350(NAD 83)
 MN0160_MARKER: DB = BENCH MARK DISK
 MN0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0160_SP_SET: CONCRETE POST
 MN0160_STAMPING: H 10 1933 4262.977
 MN0160_MARK LOGO: CGS   
 MN0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0160+STABILITY: SURFACE MOTION
 MN0160
 MN0160  HISTORY     - Date     Condition        Report By
 MN0160  HISTORY     - 1933     MONUMENTED       CGS
 MN0160  HISTORY     - 1956     GOOD             NGS
 MN0160  HISTORY     - 1985     GOOD             NGS
 MN0160  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0160
 MN0160                          STATION DESCRIPTION
 MN0160
 MN0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0160'0.1 MI N FROM ANGORA.
 MN0160'0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0160'FROM THE STATION AT ANGORA, 64 FEET SOUTHWEST OF THE CENTER OF
 MN0160'A ROAD CROSSING, 33 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 MN0160'19 FEET WEST OF THE WEST RAIL OF A SIDE TRACK, 26 FEET SOUTHWEST
 MN0160'OF A SWITCH STAND, 1 FOOT NORTH OF A WITNESS POST, SET IN THE
 MN0160'TOP OF A CONCRETE POST WHICH IS 0.1 FOOT BELOW THE TOP OF THE
 MN0160'GROUND, IN SECTION 28, TOWNSHIP 22 NORTH, RANGE 50 WEST.
 MN0160
 MN0160                          STATION RECOVERY (1985)
 MN0160
 MN0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0160'RECOVERED IN GOOD CONDITION.
 MN0160
 MN0160                          STATION RECOVERY (1985)
 MN0160
 MN0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0160'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0355 ***********************************************************************
 NP0355  DESIGNATION -  H 11
 NP0355  PID         -  NP0355
 NP0355  STATE/COUNTY-  NE/BOX BUTTE
 NP0355  USGS QUAD   -  NONPAREIL (1946)
 NP0355
 NP0355                         *CURRENT SURVEY CONTROL
 NP0355  ___________________________________________________________________
 NP0355* NAD 83(1986)-  42 22 20.     (N)    103 10 54.     (W)     SCALED    
 NP0355* NAVD 88     -      1332.461  (meters)    4371.58   (feet)  ADJUSTED  
 NP0355  ___________________________________________________________________
 NP0355  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 NP0355  DYNAMIC HT  -        1331.667 (meters)    4368.98  (feet)  COMP
 NP0355  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 NP0355
 NP0355  VERT ORDER  -  FIRST     CLASS II
 NP0355
 NP0355.The horizontal coordinates were scaled from a topographic map and have
 NP0355.an estimated accuracy of +/- 6 seconds.
 NP0355
 NP0355.The orthometric height was determined by differential leveling
 NP0355.and adjusted by the National Geodetic Survey in June 1991..
 NP0355
 NP0355.The geoid height was determined by GEOID03.
 NP0355
 NP0355.The dynamic height is computed by dividing the NAVD 88
 NP0355.geopotential number by the normal gravity value computed on the
 NP0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0355.degrees latitude (g = 980.6199 gals.).
 NP0355
 NP0355.The modeled gravity was interpolated from observed gravity values.
 NP0355
 NP0355;                    North         East    Units  Estimated Accuracy
 NP0355;SPC NE       -   286,710.      238,060.      MT  (+/- 180 meters Scaled)
 NP0355
 NP0355                          SUPERSEDED SURVEY CONTROL
 NP0355
 NP0355  NGVD 29 (??/??/92) 1331.795  (m)         4369.40   (f) ADJ UNCH    1 2
 NP0355
 NP0355.Superseded values are not recommended for survey control.
 NP0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0355.See file dsdata.txt to determine how the superseded data were derived.
 NP0355
 NP0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG497927(NAD 83)
 NP0355_MARKER: DB = BENCH MARK DISK
 NP0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0355_STAMPING: H 11 1933 4369.004
 NP0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0355+STABILITY: SURFACE MOTION
 NP0355
 NP0355  HISTORY     - Date     Condition        Report By
 NP0355  HISTORY     - 1933     MONUMENTED       CGS
 NP0355  HISTORY     - 1956     GOOD             NGS
 NP0355  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0355
 NP0355                          STATION DESCRIPTION
 NP0355
 NP0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0355'6.4 MI NW FROM HEMINGFORD.
 NP0355'6.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0355'RAILROAD FROM THE STATION AT HEMINGFORD, 4 POLES NORTHWEST OF THE
 NP0355'STATION SIGN AT NONPARIEL, 6 POLES NORTHWEST OF MILEPOST 391,
 NP0355'120 FEET EAST OF THE EAST CORNER OF A GRAIN ELEVATOR, 36 FEET
 NP0355'NORTH OF THE CENTER OF A ROAD CROSSING, 20.5 FEET NORTHEAST
 NP0355'OF THE NORTHEAST RAIL OF THE MAIN TRACK, 2 FEET SOUTHEAST OF A
 NP0355'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0355'0.1 FOOT ABOVE THE GROUND, IN SECTION 29, TOWNSHIP 28 NORTH,
 NP0355'RANGE 50 WEST.
 NP0355
 NP0355                          STATION RECOVERY (1985)
 NP0355
 NP0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0355'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0366 ***********************************************************************
 ML0366  DESIGNATION -  H 117
 ML0366  PID         -  ML0366
 ML0366  STATE/COUNTY-  NE/HOWARD
 ML0366  USGS QUAD   -  NYSTED (1974)
 ML0366
 ML0366                         *CURRENT SURVEY CONTROL
 ML0366  ___________________________________________________________________
 ML0366* NAD 83(1986)-  41 13 10.     (N)    098 30 30.     (W)     SCALED    
 ML0366* NAVD 88     -       579.959  (meters)    1902.75   (feet)  ADJUSTED  
 ML0366  ___________________________________________________________________
 ML0366  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 ML0366  DYNAMIC HT  -         579.671 (meters)    1901.80  (feet)  COMP
 ML0366  MODELED GRAV-     980,107.2   (mgal)                       NAVD 88
 ML0366
 ML0366  VERT ORDER  -  SECOND    CLASS 0
 ML0366
 ML0366.The horizontal coordinates were scaled from a topographic map and have
 ML0366.an estimated accuracy of +/- 6 seconds.
 ML0366
 ML0366.The orthometric height was determined by differential leveling
 ML0366.and adjusted by the National Geodetic Survey in June 1991..
 ML0366
 ML0366.The geoid height was determined by GEOID03.
 ML0366
 ML0366.The dynamic height is computed by dividing the NAVD 88
 ML0366.geopotential number by the normal gravity value computed on the
 ML0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0366.degrees latitude (g = 980.6199 gals.).
 ML0366
 ML0366.The modeled gravity was interpolated from observed gravity values.
 ML0366
 ML0366;                    North         East    Units  Estimated Accuracy
 ML0366;SPC NE       -   154,970.      625,040.      MT  (+/- 180 meters Scaled)
 ML0366
 ML0366                          SUPERSEDED SURVEY CONTROL
 ML0366
 ML0366  NGVD 29 (??/??/92)  579.715  (m)         1901.95   (f) ADJ UNCH    2 0
 ML0366
 ML0366.Superseded values are not recommended for survey control.
 ML0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0366.See file dsdata.txt to determine how the superseded data were derived.
 ML0366
 ML0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL412632(NAD 83)
 ML0366_MARKER: DB = BENCH MARK DISK
 ML0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0366_STAMPING: H 117 1935
 ML0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0366+STABILITY: SURFACE MOTION
 ML0366
 ML0366  HISTORY     - Date     Condition        Report By
 ML0366  HISTORY     - 1935     MONUMENTED       CGS
 ML0366  HISTORY     - 1942     GOOD             NGS
 ML0366
 ML0366                          STATION DESCRIPTION
 ML0366
 ML0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 ML0366'2.7 MI W FROM ST PAUL.
 ML0366'2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0366'FROM THE STATION AT ST. PAUL, HOWARD COUNTY, 540 FEET WEST OF
 ML0366'MILEPOST 13, AND 44 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 ML0366'TRACK.  A STANDARD DISK, STAMPED H 117 1935 AND SET IN THE TOP
 ML0366'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0075 ***********************************************************************
 ML0075  DESIGNATION -  H 118
 ML0075  PID         -  ML0075
 ML0075  STATE/COUNTY-  NE/GREELEY
 ML0075  USGS QUAD   -  SPALDING SW (1985)
 ML0075
 ML0075                         *CURRENT SURVEY CONTROL
 ML0075  ___________________________________________________________________
 ML0075* NAD 83(1986)-  41 32 07.     (N)    098 25 30.     (W)     SCALED    
 ML0075* NAVD 88     -       605.078  (meters)    1985.16   (feet)  ADJUSTED  
 ML0075  ___________________________________________________________________
 ML0075  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 ML0075  DYNAMIC HT  -         604.791 (meters)    1984.22  (feet)  COMP
 ML0075  MODELED GRAV-     980,128.0   (mgal)                       NAVD 88
 ML0075
 ML0075  VERT ORDER  -  SECOND    CLASS 0
 ML0075
 ML0075.The horizontal coordinates were scaled from a topographic map and have
 ML0075.an estimated accuracy of +/- 6 seconds.
 ML0075
 ML0075.The orthometric height was determined by differential leveling
 ML0075.and adjusted by the National Geodetic Survey in June 1991..
 ML0075
 ML0075.The geoid height was determined by GEOID03.
 ML0075
 ML0075.The dynamic height is computed by dividing the NAVD 88
 ML0075.geopotential number by the normal gravity value computed on the
 ML0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0075.degrees latitude (g = 980.6199 gals.).
 ML0075
 ML0075.The modeled gravity was interpolated from observed gravity values.
 ML0075
 ML0075;                    North         East    Units  Estimated Accuracy
 ML0075;SPC NE       -   190,160.      631,380.      MT  (+/- 180 meters Scaled)
 ML0075
 ML0075                          SUPERSEDED SURVEY CONTROL
 ML0075
 ML0075  NGVD 29 (??/??/92)  604.841  (m)         1984.38   (f) ADJ UNCH    2 0
 ML0075
 ML0075.Superseded values are not recommended for survey control.
 ML0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0075.See file dsdata.txt to determine how the superseded data were derived.
 ML0075
 ML0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL479983(NAD 83)
 ML0075_MARKER: DB = BENCH MARK DISK
 ML0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0075_STAMPING: H 118 1935
 ML0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0075+STABILITY: SURFACE MOTION
 ML0075
 ML0075  HISTORY     - Date     Condition        Report By
 ML0075  HISTORY     - 1935     MONUMENTED       CGS
 ML0075  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0075
 ML0075                          STATION DESCRIPTION
 ML0075
 ML0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0075'12.8 MI S FROM SPALDING.
 ML0075'12.75 MILES SOUTH OF POSTOFFICE.  13.6 MI. S OF UP RY STA.  ALONG
 ML0075'U.S. HIGHWAY NO. 281 BETWEEN ST. PAUL AND SPALDING, ABOUT 0.2
 ML0075'MILES SOUTH OF JUNCTION WITH STATE HIGHWAY 56, 30.3 FEET WEST
 ML0075'OF THE CENTER LINE OF U.S. HIGHWAY 281, 2 FEET SOUTH OF THE
 ML0075'LINE FENCE, 1.5 FEET WEST OF THE RIGHT OF WAY FENCE, AT ENTRANCE
 ML0075'TO FIELD.
 ML0075
 ML0075                          STATION RECOVERY (1954)
 ML0075
 ML0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0074 ***********************************************************************
 MM0074  DESIGNATION -  H 119
 MM0074  PID         -  MM0074
 MM0074  STATE/COUNTY-  NE/CUSTER
 MM0074  USGS QUAD   -  ODENCRANZE TABLE NORTH (1972)
 MM0074
 MM0074                         *CURRENT SURVEY CONTROL
 MM0074  ___________________________________________________________________
 MM0074* NAD 83(1986)-  41 11 58.     (N)    100 11 55.     (W)     SCALED    
 MM0074* NAVD 88     -       907.116  (meters)    2976.10   (feet)  ADJUSTED  
 MM0074  ___________________________________________________________________
 MM0074  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 MM0074  DYNAMIC HT  -         906.598 (meters)    2974.40  (feet)  COMP
 MM0074  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 MM0074
 MM0074  VERT ORDER  -  SECOND    CLASS 0
 MM0074
 MM0074.The horizontal coordinates were scaled from a topographic map and have
 MM0074.an estimated accuracy of +/- 6 seconds.
 MM0074
 MM0074.The orthometric height was determined by differential leveling
 MM0074.and adjusted by the National Geodetic Survey in June 1991..
 MM0074
 MM0074.The geoid height was determined by GEOID03.
 MM0074
 MM0074.The dynamic height is computed by dividing the NAVD 88
 MM0074.geopotential number by the normal gravity value computed on the
 MM0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0074.degrees latitude (g = 980.6199 gals.).
 MM0074
 MM0074.The modeled gravity was interpolated from observed gravity values.
 MM0074
 MM0074;                    North         East    Units  Estimated Accuracy
 MM0074;SPC NE       -   151,690.      483,350.      MT  (+/- 180 meters Scaled)
 MM0074
 MM0074                          SUPERSEDED SURVEY CONTROL
 MM0074
 MM0074  NGVD 29 (??/??/92)  906.841  (m)         2975.19   (f) ADJ UNCH    2 0
 MM0074
 MM0074.Superseded values are not recommended for survey control.
 MM0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0074.See file dsdata.txt to determine how the superseded data were derived.
 MM0074
 MM0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL994615(NAD 83)
 MM0074_MARKER: DB = BENCH MARK DISK
 MM0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0074_STAMPING: H 119 1934
 MM0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0074+STABILITY: SURFACE MOTION
 MM0074
 MM0074  HISTORY     - Date     Condition        Report By
 MM0074  HISTORY     - 1934     MONUMENTED       CGS
 MM0074  HISTORY     - 1939     GOOD             NGS
 MM0074  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0074
 MM0074                          STATION DESCRIPTION
 MM0074
 MM0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 MM0074'20.2 MI N FROM GOTHENBURG.
 MM0074'IN CUSTER COUNTY, 20.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 MM0074'THE POST OFFICE AT GOTHENBURG, DAWSON COUNTY, 7 FEET SOUTHEAST OF
 MM0074'THE SOUTHEAST CORNER OF A SCHOOL, ABOUT 147 FEET WEST OF A CORNER
 MM0074'FENCE POST, AND 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 MM0074'STANDARD DISK, STAMPED H 119 1934 AND SET IN THE TOP OF A CONCRETE
 MM0074'POST.
 MM0074
 MM0074                          STATION RECOVERY (1972)
 MM0074
 MM0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0005 ***********************************************************************
 LG0005  DESIGNATION -  H 12
 LG0005  PID         -  LG0005
 LG0005  STATE/COUNTY-  NE/OTOE
 LG0005  USGS QUAD   -  DUNBAR (1966)
 LG0005
 LG0005                         *CURRENT SURVEY CONTROL
 LG0005  ___________________________________________________________________
 LG0005* NAD 83(1986)-  40 40 05.     (N)    096 02 59.     (W)     SCALED    
 LG0005* NAVD 88     -       329.124  (meters)    1079.80   (feet)  ADJUSTED  
 LG0005  ___________________________________________________________________
 LG0005  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 LG0005  DYNAMIC HT  -         328.953 (meters)    1079.24  (feet)  COMP
 LG0005  MODELED GRAV-     980,097.3   (mgal)                       NAVD 88
 LG0005
 LG0005  VERT ORDER  -  FIRST     CLASS II
 LG0005
 LG0005.The horizontal coordinates were scaled from a topographic map and have
 LG0005.an estimated accuracy of +/- 6 seconds.
 LG0005
 LG0005.The orthometric height was determined by differential leveling
 LG0005.and adjusted by the National Geodetic Survey in June 1991..
 LG0005
 LG0005.The geoid height was determined by GEOID03.
 LG0005
 LG0005.The dynamic height is computed by dividing the NAVD 88
 LG0005.geopotential number by the normal gravity value computed on the
 LG0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0005.degrees latitude (g = 980.6199 gals.).
 LG0005
 LG0005.The modeled gravity was interpolated from observed gravity values.
 LG0005
 LG0005;                    North         East    Units  Estimated Accuracy
 LG0005;SPC NE       -   100,310.      833,820.      MT  (+/- 180 meters Scaled)
 LG0005
 LG0005                          SUPERSEDED SURVEY CONTROL
 LG0005
 LG0005  NGVD 29 (??/??/92)  329.005  (m)         1079.41   (f) ADJ UNCH    1 2
 LG0005
 LG0005.Superseded values are not recommended for survey control.
 LG0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0005.See file dsdata.txt to determine how the superseded data were derived.
 LG0005
 LG0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL493060(NAD 83)
 LG0005_MARKER: DB = BENCH MARK DISK
 LG0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0005_STAMPING: H 12 1933 1078.925
 LG0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0005+STABILITY: SURFACE MOTION
 LG0005
 LG0005  HISTORY     - Date     Condition        Report By
 LG0005  HISTORY     - 1933     MONUMENTED       CGS
 LG0005  HISTORY     - 1947     GOOD             NGS
 LG0005  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0005
 LG0005                          STATION DESCRIPTION
 LG0005
 LG0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LG0005'1.6 MI W FROM DUNBAR.
 LG0005'1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0005'FROM THE STATION AT DUNBAR, 139.6 FEET NORTHWEST OF THE NORTH
 LG0005'HEADWALL OF A SMALL CONCRETE CULVERT UNDER STATE HIGHWAY 2, 171.0
 LG0005'FEET WEST OF THE CENTER LINE OF THE ROAD AT A POINT WHERE IT
 LG0005'CROSSES THE RAILROAD, 47.0 FEET SOUTHEAST OF THE CENTER LINE OF A
 LG0005'ROAD, 42.1 FEET NORTHWEST OF THE NORTH RAIL, 38.9 FEET WEST
 LG0005'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LG0005'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LG0005
 LG0005                          STATION RECOVERY (1964)
 LG0005
 LG0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0038 ***********************************************************************
 MM0038  DESIGNATION -  H 120
 MM0038  PID         -  MM0038
 MM0038  STATE/COUNTY-  NE/LOGAN
 MM0038  USGS QUAD   -  GANDY (1972)
 MM0038
 MM0038                         *CURRENT SURVEY CONTROL
 MM0038  ___________________________________________________________________
 MM0038* NAD 83(1986)-  41 29 50.     (N)    100 24 52.     (W)     SCALED    
 MM0038* NAVD 88     -       864.462  (meters)    2836.16   (feet)  ADJUSTED  
 MM0038  ___________________________________________________________________
 MM0038  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 MM0038  DYNAMIC HT  -         863.997 (meters)    2834.63  (feet)  COMP
 MM0038  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 MM0038
 MM0038  VERT ORDER  -  SECOND    CLASS 0
 MM0038
 MM0038.The horizontal coordinates were scaled from a topographic map and have
 MM0038.an estimated accuracy of +/- 6 seconds.
 MM0038
 MM0038.The orthometric height was determined by differential leveling
 MM0038.and adjusted by the National Geodetic Survey in June 1991..
 MM0038
 MM0038.The geoid height was determined by GEOID03.
 MM0038
 MM0038.The dynamic height is computed by dividing the NAVD 88
 MM0038.geopotential number by the normal gravity value computed on the
 MM0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0038.degrees latitude (g = 980.6199 gals.).
 MM0038
 MM0038.The modeled gravity was interpolated from observed gravity values.
 MM0038
 MM0038;                    North         East    Units  Estimated Accuracy
 MM0038;SPC NE       -   184,820.      465,410.      MT  (+/- 180 meters Scaled)
 MM0038
 MM0038                          SUPERSEDED SURVEY CONTROL
 MM0038
 MM0038  NGVD 29 (??/??/92)  864.176  (m)         2835.22   (f) ADJ UNCH    2 0
 MM0038
 MM0038.Superseded values are not recommended for survey control.
 MM0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0038.See file dsdata.txt to determine how the superseded data were derived.
 MM0038
 MM0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL819949(NAD 83)
 MM0038_MARKER: DB = BENCH MARK DISK
 MM0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0038_STAMPING: H 120 1934
 MM0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0038+STABILITY: SURFACE MOTION
 MM0038
 MM0038  HISTORY     - Date     Condition        Report By
 MM0038  HISTORY     - 1934     MONUMENTED       CGS
 MM0038  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0038
 MM0038                          STATION DESCRIPTION
 MM0038
 MM0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0038'5.2 MI SE FROM STAPLETON.
 MM0038'ABOUT 5.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD
 MM0038'FROM THE STATION AT STAPLETON, LOGAN COUNTY, ABOUT 5 POLES
 MM0038'WEST OF MILEPOST 97, 42.7 FEET NORTH OF THE NORTH RAIL OF
 MM0038'THE MAIN TRACK, AND 28.9 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 MM0038'FENCE.  A STANDARD DISK, STAMPED H 120 1934 AND SET IN THE
 MM0038'TOP OF A CONCRETE POST.
 MM0038
 MM0038                          STATION RECOVERY (1972)
 MM0038
 MM0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0551 ***********************************************************************
 ML0551  DESIGNATION -  H 121
 ML0551  PID         -  ML0551
 ML0551  STATE/COUNTY-  NE/WHEELER
 ML0551  USGS QUAD   -  BARTLETT (1985)
 ML0551
 ML0551                         *CURRENT SURVEY CONTROL
 ML0551  ___________________________________________________________________
 ML0551* NAD 83(1986)-  41 57 07.     (N)    098 32 52.     (W)     SCALED    
 ML0551* NAVD 88     -       643.290  (meters)    2110.53   (feet)  ADJUSTED  
 ML0551  ___________________________________________________________________
 ML0551  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ML0551  DYNAMIC HT  -         643.010 (meters)    2109.61  (feet)  COMP
 ML0551  MODELED GRAV-     980,164.6   (mgal)                       NAVD 88
 ML0551
 ML0551  VERT ORDER  -  SECOND    CLASS 0
 ML0551
 ML0551.The horizontal coordinates were scaled from a topographic map and have
 ML0551.an estimated accuracy of +/- 6 seconds.
 ML0551
 ML0551.The orthometric height was determined by differential leveling
 ML0551.and adjusted by the National Geodetic Survey in June 1991..
 ML0551
 ML0551.The geoid height was determined by GEOID03.
 ML0551
 ML0551.The dynamic height is computed by dividing the NAVD 88
 ML0551.geopotential number by the normal gravity value computed on the
 ML0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0551.degrees latitude (g = 980.6199 gals.).
 ML0551
 ML0551.The modeled gravity was interpolated from observed gravity values.
 ML0551
 ML0551;                    North         East    Units  Estimated Accuracy
 ML0551;SPC NE       -   236,230.      620,370.      MT  (+/- 180 meters Scaled)
 ML0551
 ML0551                          SUPERSEDED SURVEY CONTROL
 ML0551
 ML0551  NGVD 29 (??/??/92)  643.066  (m)         2109.79   (f) ADJ UNCH    2 0
 ML0551
 ML0551.Superseded values are not recommended for survey control.
 ML0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0551.See file dsdata.txt to determine how the superseded data were derived.
 ML0551
 ML0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM374445(NAD 83)
 ML0551_MARKER: DB = BENCH MARK DISK
 ML0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0551_STAMPING: H-121 1935
 ML0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0551+STABILITY: SURFACE MOTION
 ML0551
 ML0551  HISTORY     - Date     Condition        Report By
 ML0551  HISTORY     - 1935     MONUMENTED       CGS
 ML0551  HISTORY     - 1938     GOOD             NGS
 ML0551
 ML0551                          STATION DESCRIPTION
 ML0551
 ML0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0551'4.8 MI N FROM BARTLETT.
 ML0551'4.8 MILES NORTH OF THE COURTHOUSE AT BARTLETT, ALONG U.S. HIGHWAY
 ML0551'NO. 281 AND STATE HIGHWAY NO. 53 BETWEEN BARTELTT AND ONEILL, 28
 ML0551'FEET EAST OF THE CENTER OF THE HIGHWAYS, 2.0 FEET WEST OF THE
 ML0551'RIGHT OF WAY FENCE, 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY.  A
 ML0551'STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0393 ***********************************************************************
 ML0393  DESIGNATION -  H 122
 ML0393  PID         -  ML0393
 ML0393  STATE/COUNTY-  NE/SHERMAN
 ML0393  USGS QUAD   -  RAVENNA (1953)
 ML0393
 ML0393                         *CURRENT SURVEY CONTROL
 ML0393  ___________________________________________________________________
 ML0393* NAD 83(1986)-  41 02 50.     (N)    098 56 21.     (W)     SCALED    
 ML0393* NAVD 88     -       634.335  (meters)    2081.15   (feet)  ADJUSTED  
 ML0393  ___________________________________________________________________
 ML0393  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 ML0393  DYNAMIC HT  -         633.999 (meters)    2080.05  (feet)  COMP
 ML0393  MODELED GRAV-     980,073.7   (mgal)                       NAVD 88
 ML0393
 ML0393  VERT ORDER  -  SECOND    CLASS 0
 ML0393
 ML0393.The horizontal coordinates were scaled from a topographic map and have
 ML0393.an estimated accuracy of +/- 6 seconds.
 ML0393
 ML0393.The orthometric height was determined by differential leveling
 ML0393.and adjusted by the National Geodetic Survey in June 1991..
 ML0393
 ML0393.The geoid height was determined by GEOID03.
 ML0393
 ML0393.The dynamic height is computed by dividing the NAVD 88
 ML0393.geopotential number by the normal gravity value computed on the
 ML0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0393.degrees latitude (g = 980.6199 gals.).
 ML0393
 ML0393.The modeled gravity was interpolated from observed gravity values.
 ML0393
 ML0393;                    North         East    Units  Estimated Accuracy
 ML0393;SPC NE       -   135,320.      589,160.      MT  (+/- 180 meters Scaled)
 ML0393
 ML0393                          SUPERSEDED SURVEY CONTROL
 ML0393
 ML0393  NGVD 29 (??/??/92)  634.096  (m)         2080.36   (f) ADJ UNCH    2 0
 ML0393
 ML0393.Superseded values are not recommended for survey control.
 ML0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0393.See file dsdata.txt to determine how the superseded data were derived.
 ML0393
 ML0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL051440(NAD 83)
 ML0393_MARKER: DB = BENCH MARK DISK
 ML0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0393_STAMPING: H 122 1935
 ML0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0393+STABILITY: SURFACE MOTION
 ML0393
 ML0393  HISTORY     - Date     Condition        Report By
 ML0393  HISTORY     - 1935     MONUMENTED       CGS
 ML0393  HISTORY     - 1949     GOOD             NGS
 ML0393  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0393
 ML0393                          STATION DESCRIPTION
 ML0393
 ML0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0393'3.7 MI E FROM SWEETWATER.
 ML0393'IN SHERMAN COUNTY, 1.4 MILES NORTH ALONG STATE HIGHWAY 68 FROM
 ML0393'THE POST OFFICE AT RAVENNA, SHERMAN COUNTY, THENCE 1.4 MILES
 ML0393'WEST ALONG STATE HIGHWAY 45, 3.7 FEET EAST OF THE POST OFFICE
 ML0393'AT SWEETWATER, BUFFALO COUNTY, AT A ROAD JUNCTION, 47 FEET NORTH
 ML0393'OF THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF THE CENTER
 ML0393'LINE OF THE ROAD 24 FET NORTHWEST OF THE WEST END OF A
 ML0393'CONCRETE CULVERT, AND 15 FEET NORTH OF A FENCE CORNER, AND
 ML0393'SET IN TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK IS
 ML0393'ALSO LOCATED 2.8 MILES NORTHWEST OF THE POST OFFICE AT RAVENNA.
 ML0393
 ML0393                          STATION RECOVERY (1995)
 ML0393
 ML0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0393'MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0347 ***********************************************************************
 ML0347  DESIGNATION -  H 125
 ML0347  PID         -  ML0347
 ML0347  STATE/COUNTY-  NE/HOWARD
 ML0347  USGS QUAD   -  SCOTIA (1953)
 ML0347
 ML0347                         *CURRENT SURVEY CONTROL
 ML0347  ___________________________________________________________________
 ML0347* NAD 83(1986)-  41 23 00.     (N)    098 39 16.     (W)     SCALED    
 ML0347* NAVD 88     -       577.004  (meters)    1893.05   (feet)  ADJUSTED  
 ML0347  ___________________________________________________________________
 ML0347  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 ML0347  DYNAMIC HT  -         576.718 (meters)    1892.12  (feet)  COMP
 ML0347  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 ML0347
 ML0347  VERT ORDER  -  SECOND    CLASS 0
 ML0347
 ML0347.The horizontal coordinates were scaled from a topographic map and have
 ML0347.an estimated accuracy of +/- 6 seconds.
 ML0347
 ML0347.The orthometric height was determined by differential leveling
 ML0347.and adjusted by the National Geodetic Survey in June 1991..
 ML0347
 ML0347.The geoid height was determined by GEOID03.
 ML0347
 ML0347.The dynamic height is computed by dividing the NAVD 88
 ML0347.geopotential number by the normal gravity value computed on the
 ML0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0347.degrees latitude (g = 980.6199 gals.).
 ML0347
 ML0347.The modeled gravity was interpolated from observed gravity values.
 ML0347
 ML0347;                    North         East    Units  Estimated Accuracy
 ML0347;SPC NE       -   172,970.      612,510.      MT  (+/- 180 meters Scaled)
 ML0347
 ML0347                          SUPERSEDED SURVEY CONTROL
 ML0347
 ML0347  NGVD 29 (??/??/92)  576.757  (m)         1892.24   (f) ADJ UNCH    2 0
 ML0347
 ML0347.Superseded values are not recommended for survey control.
 ML0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0347.See file dsdata.txt to determine how the superseded data were derived.
 ML0347
 ML0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL288813(NAD 83)
 ML0347_MARKER: DB = BENCH MARK DISK
 ML0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0347_STAMPING: H-125 1935
 ML0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0347+STABILITY: SURFACE MOTION
 ML0347
 ML0347  HISTORY     - Date     Condition        Report By
 ML0347  HISTORY     - 1935     MONUMENTED       CGS
 ML0347  HISTORY     - 1980     GOOD
 ML0347
 ML0347                          STATION DESCRIPTION
 ML0347
 ML0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0347'2.2 MI NW FROM COTESFIELD.
 ML0347'2.2 MILES NORTHWEST OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0347'RAILROAD BETWEEN ST. PAUL AND ORD, 2 1/2 POLES SOUTHEAST OF
 ML0347'MILEPOST 39, 36.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 ML0347'TRACK, 34.7 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 ML0347'11, AND 10 FEET NORTH OF THE NORTH END OF GATE IN RIGHT OF WAY
 ML0347'FENCE.
 ML0347
 ML0347                          STATION RECOVERY (1980)
 ML0347
 ML0347'RECOVERED 1980
 ML0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5255 ***********************************************************************
 DG5255  DESIGNATION -  H 125 RESET
 DG5255  PID         -  DG5255
 DG5255  STATE/COUNTY-  NE/HOWARD
 DG5255  USGS QUAD   -  SCOTIA (1953)
 DG5255
 DG5255                         *CURRENT SURVEY CONTROL
 DG5255  ___________________________________________________________________
 DG5255* NAD 83(1986)-  41 23 00.     (N)    098 39 16.     (W)     SCALED    
 DG5255* NAVD 88     -       576.39   (meters)    1891.0    (feet)  RESET     
 DG5255  ___________________________________________________________________
 DG5255  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 DG5255
 DG5255  VERT ORDER  -  THIRD
 DG5255
 DG5255.The horizontal coordinates were scaled from a topographic map and have
 DG5255.an estimated accuracy of +/- 6 seconds.
 DG5255
 DG5255.The orthometric height was computed from unverified reset data.
 DG5255.No vertical observational check was made to the station.
 DG5255
 DG5255.The geoid height was determined by GEOID03.
 DG5255
 DG5255;                    North         East    Units  Estimated Accuracy
 DG5255;SPC NE       -   172,970.      612,510.      MT  (+/- 180 meters Scaled)
 DG5255
 DG5255                          SUPERSEDED SURVEY CONTROL
 DG5255
 DG5255.No superseded survey control is available for this station.
 DG5255
 DG5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL288813(NAD 83)
 DG5255_MARKER: DV = VERTICAL CONTROL DISK
 DG5255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5255_STAMPING: H 125 RESET 2003
 DG5255_MARK LOGO: NGS   
 DG5255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5255+STABILITY: SURFACE MOTION
 DG5255
 DG5255  HISTORY     - Date     Condition        Report By
 DG5255  HISTORY     - 2003     MONUMENTED       NEDR
 DG5255
 DG5255                          STATION DESCRIPTION
 DG5255
 DG5255'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003
 DG5255'FROM THE JUNCTION OF HWY 11 AND FRONT STREET AT COTESFIELD, GO
 DG5255'NORTHWEST ON HWY 11 2.19 MILES TO FIELD DRIVE NORTHEAST AND BM NEAR
 DG5255'RAILROAD ROW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0636 ***********************************************************************
 ML0636  DESIGNATION -  H 126
 ML0636  PID         -  ML0636
 ML0636  STATE/COUNTY-  NE/GARFIELD
 ML0636  USGS QUAD   -  BURWELL NE (1978)
 ML0636
 ML0636                         *CURRENT SURVEY CONTROL
 ML0636  ___________________________________________________________________
 ML0636* NAD 83(1986)-  41 55 31.     (N)    099 05 17.     (W)     SCALED    
 ML0636* NAVD 88     -       705.498  (meters)    2314.62   (feet)  ADJUSTED  
 ML0636  ___________________________________________________________________
 ML0636  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 ML0636  DYNAMIC HT  -         705.169 (meters)    2313.54  (feet)  COMP
 ML0636  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 ML0636
 ML0636  VERT ORDER  -  SECOND    CLASS 0
 ML0636
 ML0636.The horizontal coordinates were scaled from a topographic map and have
 ML0636.an estimated accuracy of +/- 6 seconds.
 ML0636
 ML0636.The orthometric height was determined by differential leveling
 ML0636.and adjusted by the National Geodetic Survey in June 1991..
 ML0636
 ML0636.The geoid height was determined by GEOID03.
 ML0636
 ML0636.The dynamic height is computed by dividing the NAVD 88
 ML0636.geopotential number by the normal gravity value computed on the
 ML0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0636.degrees latitude (g = 980.6199 gals.).
 ML0636
 ML0636.The modeled gravity was interpolated from observed gravity values.
 ML0636
 ML0636;                    North         East    Units  Estimated Accuracy
 ML0636;SPC NE       -   232,660.      575,620.      MT  (+/- 180 meters Scaled)
 ML0636
 ML0636                          SUPERSEDED SURVEY CONTROL
 ML0636
 ML0636  NGVD 29 (??/??/92)  705.235  (m)         2313.76   (f) ADJ UNCH    2 0
 ML0636
 ML0636.Superseded values are not recommended for survey control.
 ML0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0636.See file dsdata.txt to determine how the superseded data were derived.
 ML0636
 ML0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM926414(NAD 83)
 ML0636_MARKER: DB = BENCH MARK DISK
 ML0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0636_STAMPING: H 126 1935
 ML0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0636+STABILITY: SURFACE MOTION
 ML0636
 ML0636  HISTORY     - Date     Condition        Report By
 ML0636  HISTORY     - 1935     MONUMENTED       CGS
 ML0636  HISTORY     - 1964     GOOD             NGS
 ML0636
 ML0636                          STATION DESCRIPTION
 ML0636
 ML0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 ML0636'11.3 MI N FROM BURWELL.
 ML0636'11.3 MILES NORTH ALONG STATE HWY. 11 FROM THE COUNTY COURTHOUSE
 ML0636'AT BURWELL, GARFIELD COUNTY, ON LEVEL LAND WEST OF SAND HILLS,
 ML0636'OPPOSITE A CURVE 63.5 FEET EAST OF THE CENTER LINE OF THE
 ML0636'HIGHWAY, AND 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 ML0636'STANDARD DISK STAMPED H 126 1935 AND SET IN THE TOP OF A
 ML0636'CONCRETE POST.  NOTE-- ABOUT 16 INCHES BELOW THE WEST SLOPE OF THE
 ML0636'GRADE FOR STATE HIGHWAY 11, 49 FEET WEST OF THE CENTERLINE
 ML0636'OF STATE HIGWAY 11, AND 420 FEET NORTH OF THE NEW BENCH MARK
 ML0636'H 126 RESET 1964.  THIS MARK WAS NOT DESTROYED, BUT IT WILL
 ML0636'BECOME INCREASINGLY DIFFICULT TO RECOVER THIS MARK, SO THE
 ML0636'NEW BENCH MARK WAS ESTABLISHED.  SEE DETAILS IN THE DESCRIPTION
 ML0636'OF H 126 RESET 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0213 ***********************************************************************
 NN0213  DESIGNATION -  H 127
 NN0213  PID         -  NN0213
 NN0213  STATE/COUNTY-  NE/HOLT
 NN0213  USGS QUAD   -  EMMET NW (1986)
 NN0213
 NN0213                         *CURRENT SURVEY CONTROL
 NN0213  ___________________________________________________________________
 NN0213* NAD 83(1986)-  42 29 15.     (N)    098 53 32.     (W)     SCALED    
 NN0213* NAVD 88     -       627.841  (meters)    2059.84   (feet)  ADJUSTED  
 NN0213  ___________________________________________________________________
 NN0213  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 NN0213  DYNAMIC HT  -         627.592 (meters)    2059.02  (feet)  COMP
 NN0213  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 NN0213
 NN0213  VERT ORDER  -  FIRST     CLASS II
 NN0213
 NN0213.The horizontal coordinates were scaled from a topographic map and have
 NN0213.an estimated accuracy of +/- 6 seconds.
 NN0213
 NN0213.The orthometric height was determined by differential leveling
 NN0213.and adjusted by the National Geodetic Survey in June 1991..
 NN0213
 NN0213.The geoid height was determined by GEOID03.
 NN0213
 NN0213.The dynamic height is computed by dividing the NAVD 88
 NN0213.geopotential number by the normal gravity value computed on the
 NN0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0213.degrees latitude (g = 980.6199 gals.).
 NN0213
 NN0213.The modeled gravity was interpolated from observed gravity values.
 NN0213
 NN0213;                    North         East    Units  Estimated Accuracy
 NN0213;SPC NE       -   295,280.      591,060.      MT  (+/- 180 meters Scaled)
 NN0213
 NN0213                          SUPERSEDED SURVEY CONTROL
 NN0213
 NN0213  NGVD 29 (??/??/92)  627.616  (m)         2059.10   (f) ADJ UNCH    1 2
 NN0213
 NN0213.Superseded values are not recommended for survey control.
 NN0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0213.See file dsdata.txt to determine how the superseded data were derived.
 NN0213
 NN0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN088039(NAD 83)
 NN0213_MARKER: DB = BENCH MARK DISK
 NN0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0213_STAMPING: H 127 1935
 NN0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0213+STABILITY: SURFACE MOTION
 NN0213
 NN0213  HISTORY     - Date     Condition        Report By
 NN0213  HISTORY     - 1935     MONUMENTED       CGS
 NN0213  HISTORY     - 1946     GOOD             NGS
 NN0213  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NN0213
 NN0213                          STATION DESCRIPTION
 NN0213
 NN0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0213'4.5 MI NW FROM EMMET.
 NN0213'4.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0213'FROM THE STATION AT EMMET, HOLT COUNTY, 12 POLES NORTHWEST OF
 NN0213'MILEPOST 168, 81.5 FEET SOUTHEAST OF THE CROSSING OF A
 NN0213'SECTION-LINE ROAD, 50 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NN0213'TRACK, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, AND
 NN0213'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED H 127 1935 AND
 NN0213'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NN0213'GROUND.
 NN0213
 NN0213                          STATION RECOVERY (1982)
 NN0213
 NN0213'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0139 ***********************************************************************
 NN0139  DESIGNATION -  H 128
 NN0139  PID         -  NN0139
 NN0139  STATE/COUNTY-  NE/ANTELOPE
 NN0139  USGS QUAD   -  NELIGH SE (1986)
 NN0139
 NN0139                         *CURRENT SURVEY CONTROL
 NN0139  ___________________________________________________________________
 NN0139* NAD 83(1986)-  42 06 07.     (N)    098 00 07.     (W)     SCALED    
 NN0139* NAVD 88     -       524.479  (meters)    1720.73   (feet)  ADJUSTED  
 NN0139  ___________________________________________________________________
 NN0139  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 NN0139  DYNAMIC HT  -         524.270 (meters)    1720.04  (feet)  COMP
 NN0139  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 NN0139
 NN0139  VERT ORDER  -  SECOND    CLASS 0
 NN0139
 NN0139.The horizontal coordinates were scaled from a topographic map and have
 NN0139.an estimated accuracy of +/- 6 seconds.
 NN0139
 NN0139.The orthometric height was determined by differential leveling
 NN0139.and adjusted by the National Geodetic Survey in June 1991..
 NN0139
 NN0139.The geoid height was determined by GEOID03.
 NN0139
 NN0139.The dynamic height is computed by dividing the NAVD 88
 NN0139.geopotential number by the normal gravity value computed on the
 NN0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0139.degrees latitude (g = 980.6199 gals.).
 NN0139
 NN0139.The modeled gravity was interpolated from observed gravity values.
 NN0139
 NN0139;                    North         East    Units  Estimated Accuracy
 NN0139;SPC NE       -   253,790.      665,210.      MT  (+/- 180 meters Scaled)
 NN0139
 NN0139                          SUPERSEDED SURVEY CONTROL
 NN0139
 NN0139  NGVD 29 (??/??/92)  524.275  (m)         1720.06   (f) ADJ UNCH    2 0
 NN0139
 NN0139.Superseded values are not recommended for survey control.
 NN0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0139.See file dsdata.txt to determine how the superseded data were derived.
 NN0139
 NN0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM825615(NAD 83)
 NN0139_MARKER: DB = BENCH MARK DISK
 NN0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0139_STAMPING: H 128 1935
 NN0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0139+STABILITY: SURFACE MOTION
 NN0139
 NN0139  HISTORY     - Date     Condition        Report By
 NN0139  HISTORY     - 1935     MONUMENTED       CGS
 NN0139  HISTORY     - 1961     MARK NOT FOUND   NGS
 NN0139
 NN0139                          STATION DESCRIPTION
 NN0139
 NN0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0139'2 MI SE FROM NELIGH.
 NN0139'2.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0139'FROM THE STATION AT NELIGH, ANTELOPE COUNTY, 49.6 FEET NORTH
 NN0139'OF THE CENTER OF THE CROSSING OF U.S. HIGHWAY 275, 49.7 FEET
 NN0139'NORTHWEST OF THE NORTHWEST RAIL, 36.8 FEET SOUTHEAST OF THE
 NN0139'CENTER LINE OF THE HIGHWAY, AND 3 FEET WEST OF A RIGHT-OF-WAY
 NN0139'FENCE CORNER.  A STANDARD DISK, STAMPED H 128 1935 AND SET IN THE
 NN0139'TOP OF A CONCRETE POST.
 NN0139
 NN0139                          STATION RECOVERY (1961)
 NN0139
 NN0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NN0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0319 ***********************************************************************
 LG0319  DESIGNATION -  H 13
 LG0319  PID         -  LG0319
 LG0319  STATE/COUNTY-  NE/LANCASTER
 LG0319  USGS QUAD   -  EMERALD (1978)
 LG0319
 LG0319                         *CURRENT SURVEY CONTROL
 LG0319  ___________________________________________________________________
 LG0319* NAD 83(1986)-  40 46 05.     (N)    096 47 47.     (W)     SCALED    
 LG0319* NAVD 88     -       360.953  (meters)    1184.23   (feet)  ADJUSTED  
 LG0319  ___________________________________________________________________
 LG0319  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 LG0319  DYNAMIC HT  -         360.788 (meters)    1183.69  (feet)  COMP
 LG0319  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 LG0319
 LG0319  VERT ORDER  -  FIRST     CLASS II
 LG0319
 LG0319.The horizontal coordinates were scaled from a topographic map and have
 LG0319.an estimated accuracy of +/- 6 seconds.
 LG0319
 LG0319.The orthometric height was determined by differential leveling
 LG0319.and adjusted by the National Geodetic Survey in June 1991..
 LG0319
 LG0319.The geoid height was determined by GEOID03.
 LG0319
 LG0319.The dynamic height is computed by dividing the NAVD 88
 LG0319.geopotential number by the normal gravity value computed on the
 LG0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0319.degrees latitude (g = 980.6199 gals.).
 LG0319
 LG0319.The modeled gravity was interpolated from observed gravity values.
 LG0319
 LG0319;                    North         East    Units  Estimated Accuracy
 LG0319;SPC NE       -   108,790.      770,350.      MT  (+/- 180 meters Scaled)
 LG0319
 LG0319                          SUPERSEDED SURVEY CONTROL
 LG0319
 LG0319  NGVD 29 (??/??/92)  360.844  (m)         1183.87   (f) ADJ UNCH    1 2
 LG0319
 LG0319.Superseded values are not recommended for survey control.
 LG0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0319.See file dsdata.txt to determine how the superseded data were derived.
 LG0319
 LG0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL859153(NAD 83)
 LG0319_MARKER: DB = BENCH MARK DISK
 LG0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0319_SP_SET: CONCRETE POST
 LG0319_STAMPING: H 13 1933 1183.452
 LG0319_MARK LOGO: CGS   
 LG0319_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0319+STABILITY: SURFACE MOTION
 LG0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0319+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 LG0319
 LG0319  HISTORY     - Date     Condition        Report By
 LG0319  HISTORY     - 1933     MONUMENTED       CGS
 LG0319  HISTORY     - 1940     GOOD             NGS
 LG0319  HISTORY     - 19911022 GOOD             NGS
 LG0319  HISTORY     - 20050320 GOOD             GEOCAC
 LG0319
 LG0319                          STATION DESCRIPTION
 LG0319
 LG0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0319'5.7 MI SW FROM LINCOLN.
 LG0319'5.7 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0319'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, AT THE
 LG0319'CROSSING OF A NORTH-AND-SOUTH ROCK ROAD, 65 FEET NORTHEAST OF THE
 LG0319'CENTER OF THE CROSSING, 53.5 FEET NORTH OF THE CENTERLINE
 LG0319'OF THE TRACK, 36 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET
 LG0319'SOUTHEAST OF A CONCRETE POST, AT A FENCE CORNER, 1 FOOT SOUTH
 LG0319'OF THE FENCE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.
 LG0319'A STANDARD DISK, STAMPED 1183.452 H 13 1933 AND SET IN THE
 LG0319'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 LG0319
 LG0319                          STATION RECOVERY (1991)
 LG0319
 LG0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0319'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG0319'U.S. HIGHWAY 77 IN LINCOLN, THENCE 1.1 KM (0.70 MI) WESTERLY ALONG
 LG0319'VAN DORN STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG WEST VAN DORN
 LG0319'STREET, THENCE 5.3 KM (3.30 MI) SOUTHWESTERLY ALONG THE BURLINGTON
 LG0319'NORTHERN RAILROAD, 15.5 M (50.9 FT) NORTH OF THE NEAR RAIL, 11.0 M
 LG0319'(36.1 FT) EAST OF THE CENTER OF SOUTHWEST 56TH STREET, 4.6 M (15.1
 LG0319'FT) NORTH OF A UTILITY POLE WITH 2 GUY CABLES, 1.0 M (3.3 FT) BELOW
 LG0319'THE LEVEL OF THE STREET, 0.7 M (2.3 FT) EAST OF A FENCE CORNER, 0.6 M
 LG0319'(2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND
 LG0319'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LG0319
 LG0319                          STATION RECOVERY (2005)
 LG0319
 LG0319'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0347 ***********************************************************************
 NO0347  DESIGNATION -  H 130
 NO0347  PID         -  NO0347
 NO0347  STATE/COUNTY-  NE/CHERRY
 NO0347  USGS QUAD   -  WILD MARE LAKE NW (1990)
 NO0347
 NO0347                         *CURRENT SURVEY CONTROL
 NO0347  ___________________________________________________________________
 NO0347* NAD 83(1986)-  42 44 41.     (N)    101 41 49.     (W)     SCALED    
 NO0347* NAVD 88     -      1043.331  (meters)    3423.00   (feet)  ADJUSTED  
 NO0347  ___________________________________________________________________
 NO0347  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 NO0347  DYNAMIC HT  -        1042.851 (meters)    3421.42  (feet)  COMP
 NO0347  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 NO0347
 NO0347  VERT ORDER  -  SECOND    CLASS 0
 NO0347
 NO0347.The horizontal coordinates were scaled from a topographic map and have
 NO0347.an estimated accuracy of +/- 6 seconds.
 NO0347
 NO0347.The orthometric height was determined by differential leveling
 NO0347.and adjusted by the National Geodetic Survey in June 1991..
 NO0347
 NO0347.The geoid height was determined by GEOID03.
 NO0347
 NO0347.The dynamic height is computed by dividing the NAVD 88
 NO0347.geopotential number by the normal gravity value computed on the
 NO0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0347.degrees latitude (g = 980.6199 gals.).
 NO0347
 NO0347.The modeled gravity was interpolated from observed gravity values.
 NO0347
 NO0347;                    North         East    Units  Estimated Accuracy
 NO0347;SPC NE       -   324,630.      361,080.      MT  (+/- 180 meters Scaled)
 NO0347
 NO0347                          SUPERSEDED SURVEY CONTROL
 NO0347
 NO0347  NGVD 29 (??/??/92) 1042.904  (m)         3421.59   (f) ADJ UNCH    2 0
 NO0347
 NO0347.Superseded values are not recommended for survey control.
 NO0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0347.See file dsdata.txt to determine how the superseded data were derived.
 NO0347
 NO0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN792359(NAD 83)
 NO0347_MARKER: DB = BENCH MARK DISK
 NO0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0347_STAMPING: H 130 1934
 NO0347_MARK LOGO: CGS   
 NO0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0347+STABILITY: SURFACE MOTION
 NO0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0347+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1999
 NO0347
 NO0347  HISTORY     - Date     Condition        Report By
 NO0347  HISTORY     - 1934     MONUMENTED       CGS
 NO0347  HISTORY     - 1948     GOOD             NGS
 NO0347  HISTORY     - 19990914 GOOD             NEDR
 NO0347
 NO0347                          STATION DESCRIPTION
 NO0347
 NO0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0347'14.4 MI S FROM MERRIMAN.
 NO0347'14.4 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0347'COUNTY, 4.0 MILES NORTH OF THE MAC BETH RANCH HOUSE, 6 MILES
 NO0347'SOUTH OF NIOBRARA RIVER, AT THE SUMMIT OF A SAND HILL AT A HIGH
 NO0347'POINT ALONG THE HIGHWAY, AND 60 YARDS EAST OF THE CENTERLINE
 NO0347'OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 130 1934 AND SET
 NO0347'IN THE TOP OF A CONCRETE POST.  11.8 MILES (AIR LINE) SOUTH OF
 NO0347'MERRIMAN, 4.3 MILES SOUTH OF NIOBRARA RIVER 4.0 MILES NORTH
 NO0347'OF MAC BETH RANCH HOUSE, 2.3 MILES SOUTHEAST OF SEARS RANCH
 NO0347'HOUSE ALONG RANCH ROAD, IN SOUTHEAST 1/4 SECS. 18, T. 32 N.,
 NO0347'R. 37 W., 0.2 MILES NORTH-NORTHEAST OF WINDMILL, 240 FEET EAST
 NO0347'OF ROAD, ON HIGH HILL.
 NO0347
 NO0347                          STATION RECOVERY (1999)
 NO0347
 NO0347'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 NO0347'TO REACH FROM THE WEST JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY
 NO0347'61, IN MERRIMAN, GO SOUTH ON 4.4 MI (7.1 KM) TO A GATE ON THE EAST
 NO0347'SIDE OF THE HIGHWAY.  TURN LEFT AND GO EAST ON A TRAIL ROAD FOR 0.5 MI
 NO0347'(0.8 KM) TO A WINDMILL.  TURNRIGHT AND BEAR SOUTHEAST FOR 0.4 MI (0.6
 NO0347'KM) TO THE SUMMIT AND THE BENCH MARK, IN SEC18, T32N, R37W, 300 FT
 NO0347'(91.4 M) EAST OF A TRAIL ROAD, 0.2 MI (0.3 KM) NORTH OF AN ABANDONED
 NO0347'WINDMILL SITE AND 0.4 MI (0.6 KM) SOUTHEAST FROM A WINDMILL.  PROJECTS
 NO0347'0.9 FT (27.4 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1261 ***********************************************************************
 MK1261  DESIGNATION -  H 130
 MK1261  PID         -  MK1261
 MK1261  STATE/COUNTY-  NE/COLFAX
 MK1261  USGS QUAD   -  SCHUYLER (1968)
 MK1261
 MK1261                         *CURRENT SURVEY CONTROL
 MK1261  ___________________________________________________________________
 MK1261* NAD 83(1986)-  41 26 59.     (N)    097 03 02.     (W)     SCALED    
 MK1261* NAVD 88     -       410.596  (meters)    1347.10   (feet)  ADJUSTED  
 MK1261  ___________________________________________________________________
 MK1261  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 MK1261  DYNAMIC HT  -         410.418 (meters)    1346.51  (feet)  COMP
 MK1261  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 MK1261
 MK1261  VERT ORDER  -  SECOND    CLASS 0
 MK1261
 MK1261.The horizontal coordinates were scaled from a topographic map and have
 MK1261.an estimated accuracy of +/- 6 seconds.
 MK1261
 MK1261.The orthometric height was determined by differential leveling
 MK1261.and adjusted by the National Geodetic Survey in June 1991..
 MK1261
 MK1261.The geoid height was determined by GEOID03.
 MK1261
 MK1261.The dynamic height is computed by dividing the NAVD 88
 MK1261.geopotential number by the normal gravity value computed on the
 MK1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1261.degrees latitude (g = 980.6199 gals.).
 MK1261
 MK1261.The modeled gravity was interpolated from observed gravity values.
 MK1261
 MK1261;                    North         East    Units  Estimated Accuracy
 MK1261;SPC NE       -   183,660.      746,330.      MT  (+/- 180 meters Scaled)
 MK1261
 MK1261                          SUPERSEDED SURVEY CONTROL
 MK1261
 MK1261  NGVD 29 (??/??/92)  410.428  (m)         1346.55   (f) ADJ UNCH    2 0
 MK1261
 MK1261.Superseded values are not recommended for survey control.
 MK1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1261.See file dsdata.txt to determine how the superseded data were derived.
 MK1261
 MK1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL628905(NAD 83)
 MK1261_MARKER: DB = BENCH MARK DISK
 MK1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1261_STAMPING: H 130 1935
 MK1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1261+STABILITY: SURFACE MOTION
 MK1261
 MK1261  HISTORY     - Date     Condition        Report By
 MK1261  HISTORY     - 1935     MONUMENTED       CGS
 MK1261  HISTORY     - 1968     MARK NOT FOUND   NGS
 MK1261
 MK1261                          STATION DESCRIPTION
 MK1261
 MK1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1261'0.3 MI E FROM SCHUYLER.
 MK1261'ALONG THE UNION PACIFIC RAILROAD BETWEEN COLUMBUS AND FREEMONT,
 MK1261'NEBRASKA, 110.0 FEET SOUTHEAST OF DERAIL SWITCH, 42.6 FEET SOUTH
 MK1261'OF SOUTH RAIL, AND 33.0 FEET NORTH OF C.B. AND Q. R.R. SIDE
 MK1261'TRACK.
 MK1261
 MK1261                          STATION RECOVERY (1968)
 MK1261
 MK1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MK1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1207 ***********************************************************************
 MK1207  DESIGNATION -  H 133
 MK1207  PID         -  MK1207
 MK1207  STATE/COUNTY-  NE/COLFAX
 MK1207  USGS QUAD   -  CLARKSON (1966)
 MK1207
 MK1207                         *CURRENT SURVEY CONTROL
 MK1207  ___________________________________________________________________
 MK1207* NAD 83(1986)-  41 43 49.     (N)    097 03 49.     (W)     SCALED    
 MK1207* NAVD 88     -       469.432  (meters)    1540.13   (feet)  ADJUSTED  
 MK1207  ___________________________________________________________________
 MK1207  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 MK1207  DYNAMIC HT  -         469.242 (meters)    1539.50  (feet)  COMP
 MK1207  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 MK1207
 MK1207  VERT ORDER  -  SECOND    CLASS 0
 MK1207
 MK1207.The horizontal coordinates were scaled from a topographic map and have
 MK1207.an estimated accuracy of +/- 6 seconds.
 MK1207
 MK1207.The orthometric height was determined by differential leveling
 MK1207.and adjusted by the National Geodetic Survey in June 1991..
 MK1207
 MK1207.The geoid height was determined by GEOID03.
 MK1207
 MK1207.The dynamic height is computed by dividing the NAVD 88
 MK1207.geopotential number by the normal gravity value computed on the
 MK1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1207.degrees latitude (g = 980.6199 gals.).
 MK1207
 MK1207.The modeled gravity was interpolated from observed gravity values.
 MK1207
 MK1207;                    North         East    Units  Estimated Accuracy
 MK1207;SPC NE       -   214,760.      744,180.      MT  (+/- 180 meters Scaled)
 MK1207
 MK1207                          SUPERSEDED SURVEY CONTROL
 MK1207
 MK1207  NGVD 29 (??/??/92)  469.250  (m)         1539.53   (f) ADJ UNCH    2 0
 MK1207
 MK1207.Superseded values are not recommended for survey control.
 MK1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1207.See file dsdata.txt to determine how the superseded data were derived.
 MK1207
 MK1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM610216(NAD 83)
 MK1207_MARKER: DB = BENCH MARK DISK
 MK1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1207_STAMPING: H-133-1935
 MK1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1207+STABILITY: SURFACE MOTION
 MK1207
 MK1207  HISTORY     - Date     Condition        Report By
 MK1207  HISTORY     - 1935     MONUMENTED       CGS
 MK1207  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1207
 MK1207                          STATION DESCRIPTION
 MK1207
 MK1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1207'3.5 MI W FROM HOWELL.
 MK1207'3.5 MILES WEST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1207'RAILROAD BETWEEN HOOPER AND HUMPHREY, 1270 FEET WEST OF THE
 MK1207'CENTER LINE OF HIGHWAY 15, 41.1 FEET NORTH OF THE NORTH
 MK1207'RAIL, 3.0 FEET SOUTH OF THE RIGHT OF WAY FENCE, LEVEL WITH
 MK1207'THE TRACK.
 MK1207
 MK1207                          STATION RECOVERY (1965)
 MK1207
 MK1207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0681 ***********************************************************************
 LG0681  DESIGNATION -  H 135
 LG0681  PID         -  LG0681
 LG0681  STATE/COUNTY-  NE/YORK
 LG0681  USGS QUAD   -  YORK SOUTH (1969)
 LG0681
 LG0681                         *CURRENT SURVEY CONTROL
 LG0681  ___________________________________________________________________
 LG0681* NAD 83(1986)-  40 46 16.     (N)    097 35 03.     (W)     SCALED    
 LG0681* NAVD 88     -       477.507  (meters)    1566.62   (feet)  ADJUSTED  
 LG0681  ___________________________________________________________________
 LG0681  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 LG0681  DYNAMIC HT  -         477.252 (meters)    1565.78  (feet)  COMP
 LG0681  MODELED GRAV-     980,075.9   (mgal)                       NAVD 88
 LG0681
 LG0681  VERT ORDER  -  SECOND    CLASS 0
 LG0681
 LG0681.The horizontal coordinates were scaled from a topographic map and have
 LG0681.an estimated accuracy of +/- 6 seconds.
 LG0681
 LG0681.The orthometric height was determined by differential leveling
 LG0681.and adjusted by the National Geodetic Survey in June 1991..
 LG0681
 LG0681.The geoid height was determined by GEOID03.
 LG0681
 LG0681.The dynamic height is computed by dividing the NAVD 88
 LG0681.geopotential number by the normal gravity value computed on the
 LG0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0681.degrees latitude (g = 980.6199 gals.).
 LG0681
 LG0681.The modeled gravity was interpolated from observed gravity values.
 LG0681
 LG0681;                    North         East    Units  Estimated Accuracy
 LG0681;SPC NE       -   106,970.      703,880.      MT  (+/- 180 meters Scaled)
 LG0681
 LG0681                          SUPERSEDED SURVEY CONTROL
 LG0681
 LG0681  NGVD 29 (??/??/92)  477.318  (m)         1566.00   (f) ADJ UNCH    2 0
 LG0681
 LG0681.Superseded values are not recommended for survey control.
 LG0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0681.See file dsdata.txt to determine how the superseded data were derived.
 LG0681
 LG0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL194143(NAD 83)
 LG0681_MARKER: DB = BENCH MARK DISK
 LG0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0681_STAMPING: H 135 1935
 LG0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0681+STABILITY: SURFACE MOTION
 LG0681
 LG0681  HISTORY     - Date     Condition        Report By
 LG0681  HISTORY     - 1935     MONUMENTED       CGS
 LG0681  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0681
 LG0681                          STATION DESCRIPTION
 LG0681
 LG0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0681'1.9 MI N FROM MC COOL JUNCTION.
 LG0681'1.9 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0681'FROM THE STATION AT MC COOL JUNCTION, YORK COUNTY, 69.3 FEET
 LG0681'NORTH OF MILEPOST 128, AT A ROAD CROSSING, 78.6 FEET NORTHEAST
 LG0681'OF THE CENTER OF THE CROSSING, AND 44 FEET EAST OF THE EAST
 LG0681'RAIL.  A STANDARD DISK, STAMPED H 135 1935 AND SET IN THE
 LG0681'TOP OF A CONCRETE POST.
 LG0681
 LG0681                          STATION RECOVERY (1967)
 LG0681
 LG0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1537 ***********************************************************************
 MK1537  DESIGNATION -  H 136
 MK1537  PID         -  MK1537
 MK1537  STATE/COUNTY-  NE/HAMILTON
 MK1537  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1537
 MK1537                         *CURRENT SURVEY CONTROL
 MK1537  ___________________________________________________________________
 MK1537* NAD 83(1986)-  41 06 38.     (N)    097 58 28.     (W)     SCALED    
 MK1537* NAVD 88     -       515.123  (meters)    1690.03   (feet)  ADJUSTED  
 MK1537  ___________________________________________________________________
 MK1537  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 MK1537  DYNAMIC HT  -         514.867 (meters)    1689.19  (feet)  COMP
 MK1537  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 MK1537
 MK1537  VERT ORDER  -  SECOND    CLASS 0
 MK1537
 MK1537.The horizontal coordinates were scaled from a topographic map and have
 MK1537.an estimated accuracy of +/- 6 seconds.
 MK1537
 MK1537.The orthometric height was determined by differential leveling
 MK1537.and adjusted by the National Geodetic Survey in June 1991..
 MK1537
 MK1537.The geoid height was determined by GEOID03.
 MK1537
 MK1537.The dynamic height is computed by dividing the NAVD 88
 MK1537.geopotential number by the normal gravity value computed on the
 MK1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1537.degrees latitude (g = 980.6199 gals.).
 MK1537
 MK1537.The modeled gravity was interpolated from observed gravity values.
 MK1537
 MK1537;                    North         East    Units  Estimated Accuracy
 MK1537;SPC NE       -   143,800.      670,070.      MT  (+/- 180 meters Scaled)
 MK1537
 MK1537                          SUPERSEDED SURVEY CONTROL
 MK1537
 MK1537  NGVD 29 (??/??/92)  514.905  (m)         1689.32   (f) ADJ UNCH    2 0
 MK1537
 MK1537.Superseded values are not recommended for survey control.
 MK1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1537.See file dsdata.txt to determine how the superseded data were derived.
 MK1537
 MK1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL861515(NAD 83)
 MK1537_MARKER: DB = BENCH MARK DISK
 MK1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1537_STAMPING: H-136-1935
 MK1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1537+STABILITY: SURFACE MOTION
 MK1537
 MK1537  HISTORY     - Date     Condition        Report By
 MK1537  HISTORY     - 1935     MONUMENTED       CGS
 MK1537  HISTORY     - 1960     MARK NOT FOUND   USGS
 MK1537
 MK1537                          STATION DESCRIPTION
 MK1537
 MK1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1537'1.8 MI SE FROM CENTRAL CITY.
 MK1537'1.8 MILES SOUTHEAST OF CENTRAL CITY DEPOT.  ALONG A BRANCH LINE
 MK1537'OF THE UNION PACIFIC RAILWAY BETWEEN STROMSBURG AND CENTRAL
 MK1537'CITY, AT HERBER SIDING, 103 FEET NORTHWEST OF CATTLE CHUTE, 26
 MK1537'RAILS SOUTHEAST OF MILE POST NO. 74, 68 FEET NORTHEAST OF THE
 MK1537'NORTHEAST RAIL OF THE MAIN TRACK.  NOTE-- A FEED PROCESSING PLANT
 MK1537'HAS BEEN CONSTRUCTED IN AREA.
 MK1537
 MK1537                          STATION RECOVERY (1960)
 MK1537
 MK1537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MK1537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0746 ***********************************************************************
 LG0746  DESIGNATION -  H 138
 LG0746  PID         -  LG0746
 LG0746  STATE/COUNTY-  NE/HAMILTON
 LG0746  USGS QUAD   -  AURORA EAST (1968)
 LG0746
 LG0746                         *CURRENT SURVEY CONTROL
 LG0746  ___________________________________________________________________
 LG0746* NAD 83(1986)-  40 51 47.     (N)    097 59 40.     (W)     SCALED    
 LG0746* NAVD 88     -       542.989  (meters)    1781.46   (feet)  ADJUSTED  
 LG0746  ___________________________________________________________________
 LG0746  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 LG0746  DYNAMIC HT  -         542.707 (meters)    1780.53  (feet)  COMP
 LG0746  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 LG0746
 LG0746  VERT ORDER  -  SECOND    CLASS 0
 LG0746
 LG0746.The horizontal coordinates were scaled from a topographic map and have
 LG0746.an estimated accuracy of +/- 6 seconds.
 LG0746
 LG0746.The orthometric height was determined by differential leveling
 LG0746.and adjusted by the National Geodetic Survey in June 1991..
 LG0746
 LG0746.The geoid height was determined by GEOID03.
 LG0746
 LG0746.The dynamic height is computed by dividing the NAVD 88
 LG0746.geopotential number by the normal gravity value computed on the
 LG0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0746.degrees latitude (g = 980.6199 gals.).
 LG0746
 LG0746.The modeled gravity was interpolated from observed gravity values.
 LG0746
 LG0746;                    North         East    Units  Estimated Accuracy
 LG0746;SPC NE       -   116,290.      669,020.      MT  (+/- 180 meters Scaled)
 LG0746
 LG0746                          SUPERSEDED SURVEY CONTROL
 LG0746
 LG0746  NGVD 29 (??/??/92)  542.759  (m)         1780.70   (f) ADJ UNCH    2 0
 LG0746
 LG0746.Superseded values are not recommended for survey control.
 LG0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0746.See file dsdata.txt to determine how the superseded data were derived.
 LG0746
 LG0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL847240(NAD 83)
 LG0746_MARKER: DB = BENCH MARK DISK
 LG0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0746_STAMPING: H 138 1935
 LG0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0746+STABILITY: SURFACE MOTION
 LG0746
 LG0746  HISTORY     - Date     Condition        Report By
 LG0746  HISTORY     - 1935     MONUMENTED       CGS
 LG0746  HISTORY     - 1965     MARK NOT FOUND   USGS
 LG0746
 LG0746                          STATION DESCRIPTION
 LG0746
 LG0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0746'AT AURORA.
 LG0746'AT AURORA, HAMILTON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0746'QUINCY RAILROAD, 0.3 MILE EAST OF THE STATION, 0.1 MILE EAST
 LG0746'OF A SIGNAL TOWER AT A ROAD CROSSING, 57 FEET SOUTH OF MILEPOST
 LG0746'77, 43 FEET SOUTH OF THE SOUTH RAIL, AND 4 FEET NORTH OF A FENCE.
 LG0746'A STANDARD DISK, STAMPED H 138 1935 AND SET IN THE TOP OF A
 LG0746'CONCRETE POST.
 LG0746
 LG0746                          STATION RECOVERY (1965)
 LG0746
 LG0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0446 ***********************************************************************
 LG0446  DESIGNATION -  H 14
 LG0446  PID         -  LG0446
 LG0446  STATE/COUNTY-  NE/SALINE
 LG0446  USGS QUAD   -  FRIEND (1966)
 LG0446
 LG0446                         *CURRENT SURVEY CONTROL
 LG0446  ___________________________________________________________________
 LG0446* NAD 83(1986)-  40 39 08.     (N)    097 19 50.     (W)     SCALED    
 LG0446* NAVD 88     -       474.556  (meters)    1556.94   (feet)  ADJUSTED  
 LG0446  ___________________________________________________________________
 LG0446  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 LG0446  DYNAMIC HT  -         474.297 (meters)    1556.09  (feet)  COMP
 LG0446  MODELED GRAV-     980,065.0   (mgal)                       NAVD 88
 LG0446
 LG0446  VERT ORDER  -  FIRST     CLASS II
 LG0446
 LG0446.The horizontal coordinates were scaled from a topographic map and have
 LG0446.an estimated accuracy of +/- 6 seconds.
 LG0446
 LG0446.The orthometric height was determined by differential leveling
 LG0446.and adjusted by the National Geodetic Survey in June 1991..
 LG0446
 LG0446.The geoid height was determined by GEOID03.
 LG0446
 LG0446.The dynamic height is computed by dividing the NAVD 88
 LG0446.geopotential number by the normal gravity value computed on the
 LG0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0446.degrees latitude (g = 980.6199 gals.).
 LG0446
 LG0446.The modeled gravity was interpolated from observed gravity values.
 LG0446
 LG0446;                    North         East    Units  Estimated Accuracy
 LG0446;SPC NE       -    94,410.      725,680.      MT  (+/- 180 meters Scaled)
 LG0446
 LG0446                          SUPERSEDED SURVEY CONTROL
 LG0446
 LG0446  NGVD 29 (??/??/92)  474.393  (m)         1556.40   (f) ADJ UNCH    1 2
 LG0446
 LG0446.Superseded values are not recommended for survey control.
 LG0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0446.See file dsdata.txt to determine how the superseded data were derived.
 LG0446
 LG0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL411014(NAD 83)
 LG0446_MARKER: DB = BENCH MARK DISK
 LG0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0446_STAMPING: H 14 1933 ELEV-1556.263
 LG0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0446+STABILITY: SURFACE MOTION
 LG0446
 LG0446  HISTORY     - Date     Condition        Report By
 LG0446  HISTORY     - 1933     MONUMENTED       CGS
 LG0446  HISTORY     - 1944     GOOD             NGS
 LG0446  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0446
 LG0446                          STATION DESCRIPTION
 LG0446
 LG0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 LG0446'2.3 MI W FROM FRIEND.
 LG0446'2.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0446'FROM THE STATION AT FRIEND, SALINE COUNTY, 0.5 MILE WEST OF
 LG0446'MILEPOST 99, 98 FEET SOUTH OF THE SOUTH RAIL OF TRACK, 56 FEET
 LG0446'WEST OF THE CENTERLINE OF A NORTH-SOUTH GRAVEL ROAD, 40 FEET
 LG0446'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 27 FEET WEST OF A
 LG0446'CONCRETE ROW MARKER POST FOR THE HIGHWAY 32 FEET SOUTH OF A
 LG0446'TELEGRAPH POLE, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.
 LG0446'THE POST PROJECTS 2 INCHES AND THE DISK IS STAMPED 1556.263
 LG0446'H 14 1933.  NOTE-- A STEEL POST WAS SET NEAR THE MARK.
 LG0446
 LG0446                          STATION RECOVERY (1991)
 LG0446
 LG0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0446'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 LG0446'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0634 ***********************************************************************
 NM0634  DESIGNATION -  H 140
 NM0634  PID         -  NM0634
 NM0634  STATE/COUNTY-  NE/DIXON
 NM0634  USGS QUAD   -  EMERSON (1967)
 NM0634
 NM0634                         *CURRENT SURVEY CONTROL
 NM0634  ___________________________________________________________________
 NM0634* NAD 83(1986)-  42 16 33.     (N)    096 43 39.     (W)     SCALED    
 NM0634* NAVD 88     -       436.232  (meters)    1431.20   (feet)  ADJUSTED  
 NM0634  ___________________________________________________________________
 NM0634  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 NM0634  DYNAMIC HT  -         436.085 (meters)    1430.72  (feet)  COMP
 NM0634  MODELED GRAV-     980,270.9   (mgal)                       NAVD 88
 NM0634
 NM0634  VERT ORDER  -  FIRST     CLASS II
 NM0634
 NM0634.The horizontal coordinates were scaled from a topographic map and have
 NM0634.an estimated accuracy of +/- 6 seconds.
 NM0634
 NM0634.The orthometric height was determined by differential leveling
 NM0634.and adjusted by the National Geodetic Survey in June 1991..
 NM0634
 NM0634.The geoid height was determined by GEOID03.
 NM0634
 NM0634.The dynamic height is computed by dividing the NAVD 88
 NM0634.geopotential number by the normal gravity value computed on the
 NM0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0634.degrees latitude (g = 980.6199 gals.).
 NM0634
 NM0634.The modeled gravity was interpolated from observed gravity values.
 NM0634
 NM0634;                    North         East    Units  Estimated Accuracy
 NM0634;SPC NE       -   276,300.      769,820.      MT  (+/- 180 meters Scaled)
 NM0634
 NM0634                          SUPERSEDED SURVEY CONTROL
 NM0634
 NM0634  NGVD 29 (??/??/92)  436.060  (m)         1430.64   (f) ADJ UNCH    1 2
 NM0634
 NM0634.Superseded values are not recommended for survey control.
 NM0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0634.See file dsdata.txt to determine how the superseded data were derived.
 NM0634
 NM0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM873829(NAD 83)
 NM0634_MARKER: DB = BENCH MARK DISK
 NM0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0634_SP_SET: CONCRETE POST
 NM0634_STAMPING: H 140 1935
 NM0634_MARK LOGO: CGS   
 NM0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0634+STABILITY: SURFACE MOTION
 NM0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0634+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1987
 NM0634
 NM0634  HISTORY     - Date     Condition        Report By
 NM0634  HISTORY     - 1935     MONUMENTED       CGS
 NM0634  HISTORY     - 1947     GOOD             NGS
 NM0634  HISTORY     - 19870408 GOOD             NEDR
 NM0634
 NM0634                          STATION DESCRIPTION
 NM0634
 NM0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM0634'AT EMERSON.
 NM0634'AT EMERSON, 160.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 NM0634'CHICAGO, ST. PAUL, MINNEAPOLIS, AND OMAHA RAILROAD STATION, 45.0
 NM0634'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH STREET, 33.9
 NM0634'FEET WEST OF THE SOUTHWEST CORNER OF THE STONE BASE OF THE
 NM0634'SOUTHERMOST OF TWO ORNAMENTAL LAMP POSTS, 33.4 FEET NORTH OF THE
 NM0634'NORTH RAIL OF THE NORTH SIDING TRACK, 12.0 FEET EAST OF THE EAST
 NM0634'EDGE OF A CONCRETE WALK, 0.5 FOOT SOUTH OF A 4 X 4 MARKER POST,
 NM0634'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 NM0634'THE GROUND.
 NM0634
 NM0634                          STATION RECOVERY (1987)
 NM0634
 NM0634'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1987
 NM0634'RECOVERED IN GOOD CONDITION, AT EMERSON, 0.16 KM (0.10 MI) SOUTH ALONG
 NM0634'MAIN STREET, FROM THE POST OFFICE, THEN 0.16 KM (0.10 MI) WEST ALONG
 NM0634'WARKNOCK, THEN 0.16 KM (0.10 MI) SOUTH ALONG LOGAN TO THE BENCH MARK
 NM0634'ON THE LEFT, IN THE SOUTHWEST CORNER OF THE CITY PARK, 13.72 M
 NM0634'(45.0 FT) EAST FROM THE CENTERLINE OF LOGAN STREET, 10.03 M (32.9 FT)
 NM0634'WEST FROM THE SOUTHWEST CORNER OF THE STONE BASE OF THE SOUTHERNMOST
 NM0634'OF 2 ORNAMENTAL LAMP POSTS, 8.14 M (26.7 FT) SOUTHEAST FROM A POWER
 NM0634'POLE, 0.18 M (0.6 FT) WEST FROM A STEEL POST AND FLUSH WITH THE
 NM0634'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1182 ***********************************************************************
 MK1182  DESIGNATION -  H 141
 MK1182  PID         -  MK1182
 MK1182  STATE/COUNTY-  NE/STANTON
 MK1182  USGS QUAD   -  STANTON (1976)
 MK1182
 MK1182                         *CURRENT SURVEY CONTROL
 MK1182  ___________________________________________________________________
 MK1182* NAD 83(1986)-  41 58 00.     (N)    097 11 15.     (W)     SCALED    
 MK1182* NAVD 88     -       443.721  (meters)    1455.77   (feet)  ADJUSTED  
 MK1182  ___________________________________________________________________
 MK1182  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 MK1182  DYNAMIC HT  -         443.555 (meters)    1455.23  (feet)  COMP
 MK1182  MODELED GRAV-     980,232.8   (mgal)                       NAVD 88
 MK1182
 MK1182  VERT ORDER  -  SECOND    CLASS 0
 MK1182
 MK1182.The horizontal coordinates were scaled from a topographic map and have
 MK1182.an estimated accuracy of +/- 6 seconds.
 MK1182
 MK1182.The orthometric height was determined by differential leveling
 MK1182.and adjusted by the National Geodetic Survey in June 1991..
 MK1182
 MK1182.The geoid height was determined by GEOID03.
 MK1182
 MK1182.The dynamic height is computed by dividing the NAVD 88
 MK1182.geopotential number by the normal gravity value computed on the
 MK1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1182.degrees latitude (g = 980.6199 gals.).
 MK1182
 MK1182.The modeled gravity was interpolated from observed gravity values.
 MK1182
 MK1182;                    North         East    Units  Estimated Accuracy
 MK1182;SPC NE       -   240,650.      733,030.      MT  (+/- 180 meters Scaled)
 MK1182
 MK1182                          SUPERSEDED SURVEY CONTROL
 MK1182
 MK1182  NGVD 29 (??/??/92)  443.552  (m)         1455.22   (f) ADJ UNCH    2 0
 MK1182
 MK1182.Superseded values are not recommended for survey control.
 MK1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1182.See file dsdata.txt to determine how the superseded data were derived.
 MK1182
 MK1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM501476(NAD 83)
 MK1182_MARKER: DB = BENCH MARK DISK
 MK1182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1182_SP_SET: BRIDGE ABUTMENT
 MK1182_STAMPING: H-141-1935
 MK1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1182
 MK1182  HISTORY     - Date     Condition        Report By
 MK1182  HISTORY     - 1935     MONUMENTED       CGS
 MK1182
 MK1182                          STATION DESCRIPTION
 MK1182
 MK1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1182'2.2 MI E FROM STANTON.
 MK1182'2.2 MILES EAST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1182'RAILROAD BETWEEN PILGER AND NORFOLK, 725 FEET WEST OF MILE POST
 MK1182'NO. 67, 74 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO. 8,
 MK1182'6.0 FEET NORTH OF THE NORTH RAIL, 1.5 FEET ABOVE THE LEVEL OF
 MK1182'TRACK, STANDARD MARK IN THE NORTHWEST CORNER OF THE WEST ABUTMENT
 MK1182'OF RAILROAD BRIDGE NO. 106.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0083 ***********************************************************************
 LH0083  DESIGNATION -  H 15
 LH0083  PID         -  LH0083
 LH0083  STATE/COUNTY-  NE/CLAY
 LH0083  USGS QUAD   -  HARVARD (1969)
 LH0083
 LH0083                         *CURRENT SURVEY CONTROL
 LH0083  ___________________________________________________________________
 LH0083* NAD 83(1986)-  40 36 57.     (N)    098 04 14.     (W)     SCALED    
 LH0083* NAVD 88     -       546.766  (meters)    1793.85   (feet)  ADJUSTED  
 LH0083  ___________________________________________________________________
 LH0083  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 LH0083  DYNAMIC HT  -         546.462 (meters)    1792.85  (feet)  COMP
 LH0083  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 LH0083
 LH0083  VERT ORDER  -  FIRST     CLASS II
 LH0083
 LH0083.The horizontal coordinates were scaled from a topographic map and have
 LH0083.an estimated accuracy of +/- 6 seconds.
 LH0083
 LH0083.The orthometric height was determined by differential leveling
 LH0083.and adjusted by the National Geodetic Survey in May 1993..
 LH0083
 LH0083.The geoid height was determined by GEOID03.
 LH0083
 LH0083.The dynamic height is computed by dividing the NAVD 88
 LH0083.geopotential number by the normal gravity value computed on the
 LH0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0083.degrees latitude (g = 980.6199 gals.).
 LH0083
 LH0083.The modeled gravity was interpolated from observed gravity values.
 LH0083
 LH0083;                    North         East    Units  Estimated Accuracy
 LH0083;SPC NE       -    88,700.      663,220.      MT  (+/- 180 meters Scaled)
 LH0083
 LH0083                          SUPERSEDED SURVEY CONTROL
 LH0083
 LH0083  NAVD 88 (06/15/91)  546.747  (m)         1793.79   (f) UNKNOWN     1 2
 LH0083  NGVD 29 (??/??/92)  546.531  (m)         1793.08   (f) ADJ UNCH    1 2
 LH0083
 LH0083.Superseded values are not recommended for survey control.
 LH0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0083.See file dsdata.txt to determine how the superseded data were derived.
 LH0083
 LH0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK786965(NAD 83)
 LH0083_MARKER: DB = BENCH MARK DISK
 LH0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0083_SP_SET: CONCRETE POST
 LH0083_STAMPING: H 15 1933 1793.103
 LH0083_MARK LOGO: CGS   
 LH0083_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0083+STABILITY: SURFACE MOTION
 LH0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0083+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1991
 LH0083
 LH0083  HISTORY     - Date     Condition        Report By
 LH0083  HISTORY     - 1933     MONUMENTED       CGS
 LH0083  HISTORY     - 1941     GOOD             NGS
 LH0083  HISTORY     - 19911006 GOOD             NGS
 LH0083
 LH0083                          STATION DESCRIPTION
 LH0083
 LH0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LH0083'1.5 MI E FROM HARVARD.
 LH0083'1.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0083'FROM THE STATION AT HARVARD, CLAY COUNTY, 1/4 MILE WEST OF
 LH0083'MILEPOST 139, AT A ROAD CROSSING, 94.6 FEET NORTH OF THE
 LH0083'CENTERLINE OF THE TRACK, 58 FEET EAST OF THE CENTERLINE OF A
 LH0083'GRADE CROSSING, 26 FEET EAST OF A FENCE CORNER, AND 2 FEET SOUTH
 LH0083'OF THE NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 LH0083'1793.103 H 15 1933 AND SET IN THE TOP OF A CONCRETE POST
 LH0083'PROJECTING 3 INCHES ABOVE GROUND.
 LH0083
 LH0083                          STATION RECOVERY (1991)
 LH0083
 LH0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0083'28.7 KM (17.85 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LH0083'OF U.S. HIGHWAY 281 IN HASTINGS, THENCE 3.6 KM (2.25 MI) NORTHERLY
 LH0083'ALONG A GRAVELED ROAD, 28.2 M (92.5 FT) NORTH OF THE NEAR RAIL OF THE
 LH0083'MAIN TRACK OF THE BURLINGTON NORTHERN RAILROAD, 17.1 M (56.1 FT) EAST
 LH0083'OF THE ROAD CENTER, 8.0 M (26.2 FT) EAST OF A UTILITY POLE WITH A GUY
 LH0083'CABLE, 0.7 M (2.3 FT) EAST OF A WITNESS POST, 0.7 M (2.3 FT) EAST OF
 LH0083'A WITNESS POST, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) BELOW
 LH0083'THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LH0083'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0293 ***********************************************************************
 LJ0293  DESIGNATION -  H 158
 LJ0293  PID         -  LJ0293
 LJ0293  STATE/COUNTY-  NE/CHASE
 LJ0293  USGS QUAD   -  CHASE (1973)
 LJ0293
 LJ0293                         *CURRENT SURVEY CONTROL
 LJ0293  ___________________________________________________________________
 LJ0293* NAD 83(1986)-  40 32 14.     (N)    101 47 59.     (W)     SCALED    
 LJ0293* NAVD 88     -      1034.005  (meters)    3392.40   (feet)  ADJUSTED  
 LJ0293  ___________________________________________________________________
 LJ0293  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 LJ0293  DYNAMIC HT  -        1033.289 (meters)    3390.05  (feet)  COMP
 LJ0293  MODELED GRAV-     979,897.2   (mgal)                       NAVD 88
 LJ0293
 LJ0293  VERT ORDER  -  SECOND    CLASS 0
 LJ0293
 LJ0293.The horizontal coordinates were scaled from a topographic map and have
 LJ0293.an estimated accuracy of +/- 6 seconds.
 LJ0293
 LJ0293.The orthometric height was determined by differential leveling
 LJ0293.and adjusted by the National Geodetic Survey in June 1991..
 LJ0293
 LJ0293.The geoid height was determined by GEOID03.
 LJ0293
 LJ0293.The dynamic height is computed by dividing the NAVD 88
 LJ0293.geopotential number by the normal gravity value computed on the
 LJ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0293.degrees latitude (g = 980.6199 gals.).
 LJ0293
 LJ0293.The modeled gravity was interpolated from observed gravity values.
 LJ0293
 LJ0293;                    North         East    Units  Estimated Accuracy
 LJ0293;SPC NE       -    79,740.      347,570.      MT  (+/- 180 meters Scaled)
 LJ0293
 LJ0293                          SUPERSEDED SURVEY CONTROL
 LJ0293
 LJ0293  NGVD 29 (??/??/92) 1033.588  (m)         3391.03   (f) ADJ UNCH    2 0
 LJ0293
 LJ0293.Superseded values are not recommended for survey control.
 LJ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0293.See file dsdata.txt to determine how the superseded data were derived.
 LJ0293
 LJ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK628911(NAD 83)
 LJ0293_MARKER: DB = BENCH MARK DISK
 LJ0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0293_STAMPING: H 158 1934
 LJ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0293+STABILITY: SURFACE MOTION
 LJ0293
 LJ0293  HISTORY     - Date     Condition        Report By
 LJ0293  HISTORY     - 1934     MONUMENTED       CGS
 LJ0293  HISTORY     - 1968     MARK NOT FOUND   NGS
 LJ0293
 LJ0293                          STATION DESCRIPTION
 LJ0293
 LJ0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LJ0293'10 MI W FROM IMPERIAL.
 LJ0293'10.0 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, BURLINGTON
 LJ0293'AND QUINCY RAILROAD STATION AT IMPERIAL, CHASE COUNTY, AT A FOUR
 LJ0293'CORNERS, AT THE C.A. STATES MAIL BOX, 42 FEET WEST OF THE CENTER
 LJ0293'LINE OF THE CROSSROAD AND 36 FEET SOUTH OF THE CENTER LINE OF
 LJ0293'HIGHWAY.  A STANDARD DISK, STAMPED, H 158 1934 AND SET IN THE
 LJ0293'TOP OF A CONCRETE POST.  NOTE-- THE ORIGINAL MEASUREMENTS
 LJ0293'PLACES THE LOCATION IN THE PRESENT BARROW PIT OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0113 ***********************************************************************
 LJ0113  DESIGNATION -  H 159
 LJ0113  PID         -  LJ0113
 LJ0113  STATE/COUNTY-  NE/HITCHCOCK
 LJ0113  USGS QUAD   -  BEVERLY (1973)
 LJ0113
 LJ0113                         *CURRENT SURVEY CONTROL
 LJ0113  ___________________________________________________________________
 LJ0113* NAD 83(1986)-  40 16 50.     (N)    100 58 27.     (W)     SCALED    
 LJ0113* NAVD 88     -       811.680  (meters)    2662.99   (feet)  ADJUSTED  
 LJ0113  ___________________________________________________________________
 LJ0113  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 LJ0113  DYNAMIC HT  -         811.142 (meters)    2661.22  (feet)  COMP
 LJ0113  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 LJ0113
 LJ0113  VERT ORDER  -  SECOND    CLASS 0
 LJ0113
 LJ0113.The horizontal coordinates were scaled from a topographic map and have
 LJ0113.an estimated accuracy of +/- 6 seconds.
 LJ0113
 LJ0113.The orthometric height was determined by differential leveling
 LJ0113.and adjusted by the National Geodetic Survey in June 1991..
 LJ0113
 LJ0113.The geoid height was determined by GEOID03.
 LJ0113
 LJ0113.The dynamic height is computed by dividing the NAVD 88
 LJ0113.geopotential number by the normal gravity value computed on the
 LJ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0113.degrees latitude (g = 980.6199 gals.).
 LJ0113
 LJ0113.The modeled gravity was interpolated from observed gravity values.
 LJ0113
 LJ0113;                    North         East    Units  Estimated Accuracy
 LJ0113;SPC NE       -    50,120.      417,170.      MT  (+/- 180 meters Scaled)
 LJ0113
 LJ0113                          SUPERSEDED SURVEY CONTROL
 LJ0113
 LJ0113  NGVD 29 (??/??/92)  811.358  (m)         2661.93   (f) ADJ UNCH    2 0
 LJ0113
 LJ0113.Superseded values are not recommended for survey control.
 LJ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0113.See file dsdata.txt to determine how the superseded data were derived.
 LJ0113
 LJ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK321607(NAD 83)
 LJ0113_MARKER: DB = BENCH MARK DISK
 LJ0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0113_SP_SET: CULVERT
 LJ0113_STAMPING: H-159 1934
 LJ0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0113
 LJ0113  HISTORY     - Date     Condition        Report By
 LJ0113  HISTORY     - 1934     MONUMENTED       CGS
 LJ0113  HISTORY     - 1973     MARK NOT FOUND   NGS
 LJ0113  HISTORY     - 19950425 MARK NOT FOUND   NGS
 LJ0113
 LJ0113                          STATION DESCRIPTION
 LJ0113
 LJ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0113'AT BEVERLY.
 LJ0113'AT BEVERLY, AT CHICAGO, BURLINGTON RAILROAD STATION IN HEAD
 LJ0113'WALL FOR ENTRANCE FROM U.S. HIGHWAY 6.  88 FEET NORTH OF CENTER
 LJ0113'LINE OF TRACKS.  34 FEET SOUTH CENTER LINE OF HIGHWAY.  150
 LJ0113'FEET EAST OF ELEVATOR.
 LJ0113
 LJ0113                          STATION RECOVERY (1973)
 LJ0113
 LJ0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LJ0113'MARK NOT FOUND.
 LJ0113
 LJ0113                          STATION RECOVERY (1995)
 LJ0113
 LJ0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0113'NOT FOUND.  IT IS BELIEVED THIS MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0648 ***********************************************************************
 ML0648  CBN         -  This is a Cooperative Base Network Control Station.
 ML0648  DESIGNATION -  H 16
 ML0648  PID         -  ML0648
 ML0648  STATE/COUNTY-  NE/CUSTER
 ML0648  USGS QUAD   -  MASON CITY SW (1978)
 ML0648
 ML0648                         *CURRENT SURVEY CONTROL
 ML0648  ___________________________________________________________________
 ML0648* NAD 83(1995)-  41 02 56.12231(N)    099 23 45.27876(W)     ADJUSTED  
 ML0648* NAVD 88     -       679.013  (meters)    2227.73   (feet)  ADJUSTED  
 ML0648  ___________________________________________________________________
 ML0648  X           -    -786,486.721 (meters)                     COMP
 ML0648  Y           -  -4,752,886.333 (meters)                     COMP
 ML0648  Z           -   4,166,952.454 (meters)                     COMP
 ML0648  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 ML0648  ELLIP HEIGHT-         655.34  (meters)          (09/24/01) GPS OBS
 ML0648  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 ML0648  DYNAMIC HT  -         678.640 (meters)    2226.50  (feet)  COMP
 ML0648  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 ML0648
 ML0648  HORZ ORDER  -  B
 ML0648  VERT ORDER  -  FIRST     CLASS II
 ML0648  ELLP ORDER  -  FOURTH    CLASS I
 ML0648
 ML0648.The horizontal coordinates were established by GPS observations
 ML0648.and adjusted by the National Geodetic Survey in June 1996..
 ML0648
 ML0648.The orthometric height was determined by differential leveling
 ML0648.and adjusted by the National Geodetic Survey in June 1991..
 ML0648
 ML0648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0648
 ML0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML0648
 ML0648.The ellipsoidal height was determined by GPS observations
 ML0648.and is referenced to NAD 83.
 ML0648
 ML0648.The geoid height was determined by GEOID03.
 ML0648
 ML0648.The dynamic height is computed by dividing the NAVD 88
 ML0648.geopotential number by the normal gravity value computed on the
 ML0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0648.degrees latitude (g = 980.6199 gals.).
 ML0648
 ML0648.The modeled gravity was interpolated from observed gravity values.
 ML0648
 ML0648;                    North         East     Units Scale Factor Converg.
 ML0648;SPC NE       -   135,139.722   550,771.413   MT  0.99969019   +0 24 01.2
 ML0648;UTM  14      - 4,544,263.478   466,727.894   MT  0.99961362   -0 15 36.0
 ML0648
 ML0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0648!SPC NE       -   0.99989721  x   0.99969019  =   0.99958744
 ML0648!UTM  14      -   0.99989721  x   0.99961362  =   0.99951087
 ML0648
 ML0648                          SUPERSEDED SURVEY CONTROL
 ML0648
 ML0648  ELLIP H (06/25/96)  655.39   (m)                       GP(       ) 1 1
 ML0648  NAVD 88 (06/25/96)  679.01   (m)         2227.7    (f) LEVELING    3  
 ML0648  NGVD 29 (??/??/92)  678.767  (m)         2226.92   (f) ADJ UNCH    1 2
 ML0648
 ML0648.Superseded values are not recommended for survey control.
 ML0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0648.See file dsdata.txt to determine how the superseded data were derived.
 ML0648
 ML0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6672844263(NAD 83)
 ML0648_MARKER: DB = BENCH MARK DISK
 ML0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0648_STAMPING: H 16 1933 2226.921
 ML0648_MARK LOGO: CGS   
 ML0648_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0648+STABILITY: SURFACE MOTION
 ML0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0648+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1995
 ML0648
 ML0648  HISTORY     - Date     Condition        Report By
 ML0648  HISTORY     - 1933     MONUMENTED       CGS
 ML0648  HISTORY     - 1968     GOOD             NGS
 ML0648  HISTORY     - 19950605 GOOD             NGS
 ML0648
 ML0648                          STATION DESCRIPTION
 ML0648
 ML0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ML0648'17.8 MI S FROM ANSLEY.
 ML0648'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE
 ML0648'HIGHWAY 40 AT MILLER, GO SOUTH ON U.S. HIGHWAY 183 FOR 9.05
 ML0648'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST
 ML0648'ON OLD U.S. HIGHWAY 183 FOR 0.9 MILE TO THE MARK ON THE LEFT
 ML0648'ABOUT 275 FEET WEST OF THE BRIDGE OVER LITTLE CAT CREEK.
 ML0648'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE MARK AND THE MARK
 ML0648'IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  NOTE-- U.S.
 ML0648'HIGHWAY 183 HAS BEEN CHANGED BUT ALL OLD TIES REMAIN THE SAME.
 ML0648
 ML0648                          STATION RECOVERY (1995)
 ML0648
 ML0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0648'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF MILLER, 0.9 MI
 ML0648'(1.4 KM) WEST OF U.S. HIGHWAY 183, JUST NORTH OF THE BUFFALO-CUSTER
 ML0648'COUNTY LINE, ON THE SOUTH RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD AND
 ML0648'IN THE SW1/4, SEC33, T13N, R18W.  TO REACH THE MARK FROM THE JUNCTION
 ML0648'OF U.S. HIGHWAY 183 AND STATE HIGHWAY 40 AT MILLER, GO NORTH ON
 ML0648'HIGHWAY 183 FOR 8.3 MI (13.4 KM) TO A SIDE ROAD ON THE LEFT, ABOUT
 ML0648'0.25 MI (0.40 KM) NORTH OF THE SOUTH LOUP RIVER AND AT THE
 ML0648'CUSTER-BUFFALO COUNTY LINE.  TURN LEFT AND GO WEST AND NORTHWEST ON A
 ML0648'GRAVELED ROAD FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT, JUST AFTER
 ML0648'CROSSING A SMALL BRIDGE OVER THE LITTLE CAT CREEK.  THE DISK IS SET
 ML0648'INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.7
 ML0648'FT (21.3 CM) BELOW THE GROUND SURFACE.  IT IS 309.0 FT (94.2 M) WEST
 ML0648'OF THE CENTER OF THE BRIDGE OVER THE CREEK, 164.5 FT (50.1 M) WEST OF
 ML0648'THE CENTERLINE OF A FIELD ENTRANCE, 36.5 FT (11.1 M) SOUTH OF THE
 ML0648'CENTERLINE OF THE ROAD, 2.5 FT (0.8 M) WEST-NORTHWEST OF A FIBERGLASS
 ML0648'WITNESS POST, 1.50 FT (0.46 M) NORTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 ML0648'1.1 FT (0.3 M) EAST OF A METAL WITNESS POST AND ABOUT 2 FT (0.6 M)
 ML0648'LOWER THAN THE ROAD.  REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE
 ML0648'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0260 ***********************************************************************
 LJ0260  DESIGNATION -  H 160
 LJ0260  PID         -  LJ0260
 LJ0260  STATE/COUNTY-  NE/PERKINS
 LJ0260  USGS QUAD   -  GRANT (1973)
 LJ0260
 LJ0260                         *CURRENT SURVEY CONTROL
 LJ0260  ___________________________________________________________________
 LJ0260* NAD 83(1986)-  40 51 01.     (N)    101 43 33.     (W)     SCALED    
 LJ0260* NAVD 88     -      1040.197  (meters)    3412.71   (feet)  ADJUSTED  
 LJ0260  ___________________________________________________________________
 LJ0260  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 LJ0260  DYNAMIC HT  -        1039.512 (meters)    3410.47  (feet)  COMP
 LJ0260  MODELED GRAV-     979,930.1   (mgal)                       NAVD 88
 LJ0260
 LJ0260  VERT ORDER  -  SECOND    CLASS 0
 LJ0260
 LJ0260.The horizontal coordinates were scaled from a topographic map and have
 LJ0260.an estimated accuracy of +/- 6 seconds.
 LJ0260
 LJ0260.The orthometric height was determined by differential leveling
 LJ0260.and adjusted by the National Geodetic Survey in June 1991..
 LJ0260
 LJ0260.The geoid height was determined by GEOID03.
 LJ0260
 LJ0260.The dynamic height is computed by dividing the NAVD 88
 LJ0260.geopotential number by the normal gravity value computed on the
 LJ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0260.degrees latitude (g = 980.6199 gals.).
 LJ0260
 LJ0260.The modeled gravity was interpolated from observed gravity values.
 LJ0260
 LJ0260;                    North         East    Units  Estimated Accuracy
 LJ0260;SPC NE       -   114,360.      354,520.      MT  (+/- 180 meters Scaled)
 LJ0260
 LJ0260                          SUPERSEDED SURVEY CONTROL
 LJ0260
 LJ0260  NGVD 29 (??/??/92) 1039.774  (m)         3411.33   (f) ADJ UNCH    2 0
 LJ0260
 LJ0260.Superseded values are not recommended for survey control.
 LJ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0260.See file dsdata.txt to determine how the superseded data were derived.
 LJ0260
 LJ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL702257(NAD 83)
 LJ0260_MARKER: DB = BENCH MARK DISK
 LJ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0260_STAMPING: H 160 1934
 LJ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0260+STABILITY: SURFACE MOTION
 LJ0260
 LJ0260  HISTORY     - Date     Condition        Report By
 LJ0260  HISTORY     - 1934     MONUMENTED       CGS
 LJ0260  HISTORY     - 1960     GOOD             NGS
 LJ0260
 LJ0260                          STATION DESCRIPTION
 LJ0260
 LJ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LJ0260'AT GRANT.
 LJ0260'AT THE NORTH SIDE OF GRANT, NEAR THE TRIPLE C MOTEL, ABOUT
 LJ0260'600 FEET NORTH OF THE PERKINS COUNTY COMMUNITY HOSPITAL, 38
 LJ0260'FEET NORTH AND 36 FEET WEST OF HIGHWAY 61 AT A FENCE LINE
 LJ0260'LEADING WEST, 13.8 FEET WEST OF THE CONCRETE HIGHWAY CURB, AND
 LJ0260'SET IN A GRASS TRIANGLE BETWEEN 2 DRIVEWAYS LEADING WEST.  A
 LJ0260'STANDARD DISK, STAMPED H 160 1934 AND SET IN THE TOP OF A
 LJ0260'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0278 ***********************************************************************
 LJ0278  DESIGNATION -  H 161
 LJ0278  PID         -  LJ0278
 LJ0278  STATE/COUNTY-  NE/PERKINS
 LJ0278  USGS QUAD   -  BRANDON SE (1961)
 LJ0278
 LJ0278                         *CURRENT SURVEY CONTROL
 LJ0278  ___________________________________________________________________
 LJ0278* NAD 83(1986)-  40 50 07.     (N)    101 48 02.     (W)     SCALED    
 LJ0278* NAVD 88     -      1054.961  (meters)    3461.15   (feet)  ADJUSTED  
 LJ0278  ___________________________________________________________________
 LJ0278  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 LJ0278  DYNAMIC HT  -        1054.261 (meters)    3458.85  (feet)  COMP
 LJ0278  MODELED GRAV-     979,923.6   (mgal)                       NAVD 88
 LJ0278
 LJ0278  VERT ORDER  -  SECOND    CLASS 0
 LJ0278
 LJ0278.The horizontal coordinates were scaled from a topographic map and have
 LJ0278.an estimated accuracy of +/- 6 seconds.
 LJ0278
 LJ0278.The orthometric height was determined by differential leveling
 LJ0278.and adjusted by the National Geodetic Survey in June 1991..
 LJ0278
 LJ0278.The geoid height was determined by GEOID03.
 LJ0278
 LJ0278.The dynamic height is computed by dividing the NAVD 88
 LJ0278.geopotential number by the normal gravity value computed on the
 LJ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0278.degrees latitude (g = 980.6199 gals.).
 LJ0278
 LJ0278.The modeled gravity was interpolated from observed gravity values.
 LJ0278
 LJ0278;                    North         East    Units  Estimated Accuracy
 LJ0278;SPC NE       -   112,820.      348,190.      MT  (+/- 180 meters Scaled)
 LJ0278
 LJ0278                          SUPERSEDED SURVEY CONTROL
 LJ0278
 LJ0278  NGVD 29 (??/??/92) 1054.531  (m)         3459.74   (f) ADJ UNCH    2 0
 LJ0278
 LJ0278.Superseded values are not recommended for survey control.
 LJ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0278.See file dsdata.txt to determine how the superseded data were derived.
 LJ0278
 LJ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL638242(NAD 83)
 LJ0278_MARKER: DB = BENCH MARK DISK
 LJ0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0278_STAMPING: H 161 1934
 LJ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0278+STABILITY: SURFACE MOTION
 LJ0278
 LJ0278  HISTORY     - Date     Condition        Report By
 LJ0278  HISTORY     - 1934     MONUMENTED       CGS
 LJ0278  HISTORY     - 1941     GOOD             NGS
 LJ0278  HISTORY     - 1960     GOOD             USGS
 LJ0278
 LJ0278                          STATION DESCRIPTION
 LJ0278
 LJ0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0278'4 MI W FROM GRANT.
 LJ0278'4.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0278'FROM THE WATER TANK AT GRANT, PERKINS COUNTY, AT MILEPOST 148,
 LJ0278'2 RAILS EAST OF A ROAD CROSSING.  A STANDARD DISK, STAMPED H 161
 LJ0278'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 36 FT. N.
 LJ0278'OF CENTER LINE OF HIGHWAY.  48 FT. S. OF CENTER LINE OF TRACK.
 LJ0278
 LJ0278                          STATION RECOVERY (1960)
 LJ0278
 LJ0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LJ0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0247 ***********************************************************************
 LJ0247  DESIGNATION -  H 162
 LJ0247  PID         -  LJ0247
 LJ0247  STATE/COUNTY-  NE/DUNDY
 LJ0247  USGS QUAD   -  ARROWHEAD LAKE (1973)
 LJ0247
 LJ0247                         *CURRENT SURVEY CONTROL
 LJ0247  ___________________________________________________________________
 LJ0247* NAD 83(1986)-  40 08 03.     (N)    101 30 43.     (W)     SCALED    
 LJ0247* NAVD 88     -       981.424  (meters)    3219.89   (feet)  ADJUSTED  
 LJ0247  ___________________________________________________________________
 LJ0247  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 LJ0247  DYNAMIC HT  -         980.731 (meters)    3217.61  (feet)  COMP
 LJ0247  MODELED GRAV-     979,886.0   (mgal)                       NAVD 88
 LJ0247
 LJ0247  VERT ORDER  -  SECOND    CLASS 0
 LJ0247
 LJ0247.The horizontal coordinates were scaled from a topographic map and have
 LJ0247.an estimated accuracy of +/- 6 seconds.
 LJ0247
 LJ0247.The orthometric height was determined by differential leveling
 LJ0247.and adjusted by the National Geodetic Survey in June 1991..
 LJ0247
 LJ0247.The geoid height was determined by GEOID03.
 LJ0247
 LJ0247.The dynamic height is computed by dividing the NAVD 88
 LJ0247.geopotential number by the normal gravity value computed on the
 LJ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0247.degrees latitude (g = 980.6199 gals.).
 LJ0247
 LJ0247.The modeled gravity was interpolated from observed gravity values.
 LJ0247
 LJ0247;                    North         East    Units  Estimated Accuracy
 LJ0247;SPC NE       -    34,530.      371,160.      MT  (+/- 180 meters Scaled)
 LJ0247
 LJ0247                          SUPERSEDED SURVEY CONTROL
 LJ0247
 LJ0247  NGVD 29 (??/??/92)  981.068  (m)         3218.72   (f) ADJ UNCH    2 0
 LJ0247
 LJ0247.Superseded values are not recommended for survey control.
 LJ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0247.See file dsdata.txt to determine how the superseded data were derived.
 LJ0247
 LJ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK859456(NAD 83)
 LJ0247_MARKER: DB = BENCH MARK DISK
 LJ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0247_STAMPING: H 162 1934
 LJ0247_MARK LOGO: CGS   
 LJ0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0247+STABILITY: SURFACE MOTION
 LJ0247
 LJ0247  HISTORY     - Date     Condition        Report By
 LJ0247  HISTORY     - 1934     MONUMENTED       CGS
 LJ0247  HISTORY     - 1941     GOOD             NGS
 LJ0247  HISTORY     - 1973     GOOD             USGS
 LJ0247  HISTORY     - 19950425 GOOD             NGS
 LJ0247
 LJ0247                          STATION DESCRIPTION
 LJ0247
 LJ0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0247'6.4 MI NE FROM BENKELMAN.
 LJ0247'6.4 MILES NORTHEAST ALONG OLD STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0247'BURLINGTON AND QUINCY RAILROAD STATION AT BENKELMAN, IN THE
 LJ0247'SOUTHWEST CORNER SECTION 16, T 2 N, R 37 W, ABOUT 1/4 MILE
 LJ0247'NORTH OF A FARMHOUSE, 27 FEET NORTH OF THE CENTERLINE OF A CROSS
 LJ0247'ROAD, AND 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 LJ0247'STANDARD DISK, STAMPED H 162 1934 AND SET IN THE TOP OF A
 LJ0247'CONCRETE POST.
 LJ0247
 LJ0247                          STATION RECOVERY (1973)
 LJ0247
 LJ0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LJ0247'RECOVERED IN GOOD CONDITION.
 LJ0247
 LJ0247                          STATION RECOVERY (1995)
 LJ0247
 LJ0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (TR)
 LJ0247'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0121 ***********************************************************************
 LJ0121  DESIGNATION -  H 163
 LJ0121  PID         -  LJ0121
 LJ0121  STATE/COUNTY-  NE/LINCOLN
 LJ0121  USGS QUAD   -  DICKENS (1956)
 LJ0121
 LJ0121                         *CURRENT SURVEY CONTROL
 LJ0121  ___________________________________________________________________
 LJ0121* NAD 83(1986)-  40 49 28.     (N)    100 56 40.     (W)     SCALED    
 LJ0121* NAVD 88     -       936.006  (meters)    3070.88   (feet)  ADJUSTED  
 LJ0121  ___________________________________________________________________
 LJ0121  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 LJ0121  DYNAMIC HT  -         935.399 (meters)    3068.89  (feet)  COMP
 LJ0121  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 LJ0121
 LJ0121  VERT ORDER  -  SECOND    CLASS 0
 LJ0121
 LJ0121.The horizontal coordinates were scaled from a topographic map and have
 LJ0121.an estimated accuracy of +/- 6 seconds.
 LJ0121
 LJ0121.The orthometric height was determined by differential leveling
 LJ0121.and adjusted by the National Geodetic Survey in June 1991..
 LJ0121
 LJ0121.The geoid height was determined by GEOID03.
 LJ0121
 LJ0121.The dynamic height is computed by dividing the NAVD 88
 LJ0121.geopotential number by the normal gravity value computed on the
 LJ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0121.degrees latitude (g = 980.6199 gals.).
 LJ0121
 LJ0121.The modeled gravity was interpolated from observed gravity values.
 LJ0121
 LJ0121;                    North         East    Units  Estimated Accuracy
 LJ0121;SPC NE       -   110,480.      420,350.      MT  (+/- 180 meters Scaled)
 LJ0121
 LJ0121                          SUPERSEDED SURVEY CONTROL
 LJ0121
 LJ0121  NGVD 29 (??/??/92)  935.613  (m)         3069.59   (f) ADJ UNCH    2 0
 LJ0121
 LJ0121.Superseded values are not recommended for survey control.
 LJ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0121.See file dsdata.txt to determine how the superseded data were derived.
 LJ0121
 LJ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL360210(NAD 83)
 LJ0121_MARKER: DB = BENCH MARK DISK
 LJ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0121_STAMPING: H 163 1934
 LJ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0121+STABILITY: SURFACE MOTION
 LJ0121
 LJ0121  HISTORY     - Date     Condition        Report By
 LJ0121  HISTORY     - 1934     MONUMENTED       CGS
 LJ0121  HISTORY     - 1941     GOOD             NGS
 LJ0121
 LJ0121                          STATION DESCRIPTION
 LJ0121
 LJ0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0121'2.7 MI E FROM DICKENS.
 LJ0121'2.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0121'FROM THE STATION AT DICKENS, LINCOLN COUNTY, AT A ROAD CROSSING,
 LJ0121'96 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 60 FEET NORTH
 LJ0121'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H
 LJ0121'163 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0707 ***********************************************************************
 LH0707  DESIGNATION -  H 164
 LH0707  PID         -  LH0707
 LH0707  STATE/COUNTY-  NE/PHELPS
 LH0707  USGS QUAD   -  LOOMIS (1970)
 LH0707
 LH0707                         *CURRENT SURVEY CONTROL
 LH0707  ___________________________________________________________________
 LH0707* NAD 83(1986)-  40 29 45.     (N)    099 32 58.     (W)     SCALED    
 LH0707* NAVD 88     -       738.042  (meters)    2421.39   (feet)  ADJUSTED  
 LH0707  ___________________________________________________________________
 LH0707  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 LH0707  DYNAMIC HT  -         737.581 (meters)    2419.88  (feet)  COMP
 LH0707  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 LH0707
 LH0707  VERT ORDER  -  SECOND    CLASS 0
 LH0707
 LH0707.The horizontal coordinates were scaled from a topographic map and have
 LH0707.an estimated accuracy of +/- 6 seconds.
 LH0707
 LH0707.The orthometric height was determined by differential leveling
 LH0707.and adjusted by the National Geodetic Survey in June 1991..
 LH0707
 LH0707.The geoid height was determined by GEOID03.
 LH0707
 LH0707.The dynamic height is computed by dividing the NAVD 88
 LH0707.geopotential number by the normal gravity value computed on the
 LH0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0707.degrees latitude (g = 980.6199 gals.).
 LH0707
 LH0707.The modeled gravity was interpolated from observed gravity values.
 LH0707
 LH0707;                    North         East    Units  Estimated Accuracy
 LH0707;SPC NE       -    73,660.      538,190.      MT  (+/- 180 meters Scaled)
 LH0707
 LH0707                          SUPERSEDED SURVEY CONTROL
 LH0707
 LH0707  NGVD 29 (??/??/92)  737.752  (m)         2420.44   (f) ADJ UNCH    2 0
 LH0707
 LH0707.Superseded values are not recommended for survey control.
 LH0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0707.See file dsdata.txt to determine how the superseded data were derived.
 LH0707
 LH0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK534829(NAD 83)
 LH0707_MARKER: DB = BENCH MARK DISK
 LH0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0707_STAMPING: H 164 1934
 LH0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0707+STABILITY: SURFACE MOTION
 LH0707
 LH0707  HISTORY     - Date     Condition        Report By
 LH0707  HISTORY     - 1934     MONUMENTED       CGS
 LH0707  HISTORY     - 1941     GOOD             NGS
 LH0707  HISTORY     - 1968     MARK NOT FOUND   USGS
 LH0707
 LH0707                          STATION DESCRIPTION
 LH0707
 LH0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LH0707'2.6 MI W FROM LOOMIS.
 LH0707'2.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0707'FROM THE STATION AT LOOMIS, PHELPS COUNTY, ONE POLE NORTHWEST
 LH0707'OF A ROAD CROSSING, AND 46 FEET SOUTH OF THE CENTERLINE OF THE
 LH0707'TRACK.  A STANDARD DISK, STAMPED H 164 1934 AND SET IN THE TOP
 LH0707'OF A CONCRETE POST.
 LH0707
 LH0707                          STATION RECOVERY (1968)
 LH0707
 LH0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LH0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0135 ***********************************************************************
 LJ0135  DESIGNATION -  H 165
 LJ0135  PID         -  LJ0135
 LJ0135  STATE/COUNTY-  NE/FRONTIER
 LJ0135  USGS QUAD   -  CURTIS (1956)
 LJ0135
 LJ0135                         *CURRENT SURVEY CONTROL
 LJ0135  ___________________________________________________________________
 LJ0135* NAD 83(1986)-  40 37 40.     (N)    100 30 52.     (W)     SCALED    
 LJ0135* NAVD 88     -       782.080  (meters)    2565.87   (feet)  ADJUSTED  
 LJ0135  ___________________________________________________________________
 LJ0135  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 LJ0135  DYNAMIC HT  -         781.587 (meters)    2564.26  (feet)  COMP
 LJ0135  MODELED GRAV-     979,968.8   (mgal)                       NAVD 88
 LJ0135
 LJ0135  VERT ORDER  -  SECOND    CLASS 0
 LJ0135
 LJ0135.The horizontal coordinates were scaled from a topographic map and have
 LJ0135.an estimated accuracy of +/- 6 seconds.
 LJ0135
 LJ0135.The orthometric height was determined by differential leveling
 LJ0135.and adjusted by the National Geodetic Survey in June 1991..
 LJ0135
 LJ0135.The geoid height was determined by GEOID03.
 LJ0135
 LJ0135.The dynamic height is computed by dividing the NAVD 88
 LJ0135.geopotential number by the normal gravity value computed on the
 LJ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0135.degrees latitude (g = 980.6199 gals.).
 LJ0135
 LJ0135.The modeled gravity was interpolated from observed gravity values.
 LJ0135
 LJ0135;                    North         East    Units  Estimated Accuracy
 LJ0135;SPC NE       -    88,340.      456,490.      MT  (+/- 180 meters Scaled)
 LJ0135
 LJ0135                          SUPERSEDED SURVEY CONTROL
 LJ0135
 LJ0135  NGVD 29 (??/??/92)  781.733  (m)         2564.74   (f) ADJ UNCH    2 0
 LJ0135
 LJ0135.Superseded values are not recommended for survey control.
 LJ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0135.See file dsdata.txt to determine how the superseded data were derived.
 LJ0135
 LJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK719985(NAD 83)
 LJ0135_MARKER: DB = BENCH MARK DISK
 LJ0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0135_SP_SET: WALL
 LJ0135_STAMPING: H 165 1934
 LJ0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0135
 LJ0135  HISTORY     - Date     Condition        Report By
 LJ0135  HISTORY     - 1934     MONUMENTED       CGS
 LJ0135  HISTORY     - 1941     GOOD             NGS
 LJ0135
 LJ0135                          STATION DESCRIPTION
 LJ0135
 LJ0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0135'AT CURTIS.
 LJ0135'AT CURTIS, FRONTIER COUNTY, AT THE CHICAGO, BURLINGTON AND
 LJ0135'QUINCY RAILROAD STATION, IN THE SOUTH BRICK WALL, 3 FEET WEST OF
 LJ0135'THE ENTRANCE, AND 4 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 LJ0135'STAMPED H 165 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0758 ***********************************************************************
 LH0758  DESIGNATION -  H 166
 LH0758  PID         -  LH0758
 LH0758  STATE/COUNTY-  NE/HARLAN
 LH0758  USGS QUAD   -  STAMFORD (1958)
 LH0758
 LH0758                         *CURRENT SURVEY CONTROL
 LH0758  ___________________________________________________________________
 LH0758* NAD 83(1986)-  40 14 04.     (N)    099 33 27.     (W)     SCALED    
 LH0758* NAVD 88     -       632.142  (meters)    2073.95   (feet)  ADJUSTED  
 LH0758  ___________________________________________________________________
 LH0758  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 LH0758  DYNAMIC HT  -         631.756 (meters)    2072.69  (feet)  COMP
 LH0758  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 LH0758
 LH0758  VERT ORDER  -  SECOND    CLASS 0
 LH0758
 LH0758.The horizontal coordinates were scaled from a topographic map and have
 LH0758.an estimated accuracy of +/- 6 seconds.
 LH0758
 LH0758.The orthometric height was determined by differential leveling
 LH0758.and adjusted by the National Geodetic Survey in June 1991..
 LH0758
 LH0758.The geoid height was determined by GEOID03.
 LH0758
 LH0758.The dynamic height is computed by dividing the NAVD 88
 LH0758.geopotential number by the normal gravity value computed on the
 LH0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0758.degrees latitude (g = 980.6199 gals.).
 LH0758
 LH0758.The modeled gravity was interpolated from observed gravity values.
 LH0758
 LH0758;                    North         East    Units  Estimated Accuracy
 LH0758;SPC NE       -    44,630.      537,650.      MT  (+/- 180 meters Scaled)
 LH0758
 LH0758                          SUPERSEDED SURVEY CONTROL
 LH0758
 LH0758  NGVD 29 (??/??/92)  631.886  (m)         2073.11   (f) ADJ UNCH    2 0
 LH0758
 LH0758.Superseded values are not recommended for survey control.
 LH0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0758.See file dsdata.txt to determine how the superseded data were derived.
 LH0758
 LH0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK525539(NAD 83)
 LH0758_MARKER: DB = BENCH MARK DISK
 LH0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0758_STAMPING: H 166 1934
 LH0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0758+STABILITY: SURFACE MOTION
 LH0758
 LH0758  HISTORY     - Date     Condition        Report By
 LH0758  HISTORY     - 1934     MONUMENTED       CGS
 LH0758  HISTORY     - 1957     MARK NOT FOUND   USGS
 LH0758
 LH0758                          STATION DESCRIPTION
 LH0758
 LH0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0758'2.3 MI SW FROM MASCOT.
 LH0758'2.3 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0758'RAILROAD FROM THE STATION AT MASCOT, HARLAND COUNTY, 5 RAILS
 LH0758'NORTH OF A ROAD CROSSING, 46 FEET EAST OF THE CENTER LINE OF THE
 LH0758'TRACK, AND AT THE EAST PROPERTY LINE.  A STANDARD DISK, STAMPED
 LH0758'H 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0758
 LH0758                          STATION RECOVERY (1957)
 LH0758
 LH0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LH0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0695 ***********************************************************************
 LH0695  DESIGNATION -  H 167
 LH0695  PID         -  LH0695
 LH0695  STATE/COUNTY-  NE/FRANKLIN
 LH0695  USGS QUAD   -  BLOOMINGTON (1973)
 LH0695
 LH0695                         *CURRENT SURVEY CONTROL
 LH0695  ___________________________________________________________________
 LH0695* NAD 83(1986)-  40 04 58.     (N)    099 03 49.     (W)     SCALED    
 LH0695* NAVD 88     -       566.407  (meters)    1858.29   (feet)  ADJUSTED  
 LH0695  ___________________________________________________________________
 LH0695  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 LH0695  DYNAMIC HT  -         566.048 (meters)    1857.11  (feet)  COMP
 LH0695  MODELED GRAV-     979,975.2   (mgal)                       NAVD 88
 LH0695
 LH0695  VERT ORDER  -  SECOND    CLASS 0
 LH0695
 LH0695.The horizontal coordinates were scaled from a topographic map and have
 LH0695.an estimated accuracy of +/- 6 seconds.
 LH0695
 LH0695.The orthometric height was determined by differential leveling
 LH0695.and adjusted by the National Geodetic Survey in June 1991..
 LH0695
 LH0695.The geoid height was determined by GEOID03.
 LH0695
 LH0695.The dynamic height is computed by dividing the NAVD 88
 LH0695.geopotential number by the normal gravity value computed on the
 LH0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0695.degrees latitude (g = 980.6199 gals.).
 LH0695
 LH0695.The modeled gravity was interpolated from observed gravity values.
 LH0695
 LH0695;                    North         East    Units  Estimated Accuracy
 LH0695;SPC NE       -    28,130.      579,860.      MT  (+/- 180 meters Scaled)
 LH0695
 LH0695                          SUPERSEDED SURVEY CONTROL
 LH0695
 LH0695  NGVD 29 (??/??/92)  566.159  (m)         1857.47   (f) ADJ UNCH    2 0
 LH0695
 LH0695.Superseded values are not recommended for survey control.
 LH0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0695.See file dsdata.txt to determine how the superseded data were derived.
 LH0695
 LH0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK945369(NAD 83)
 LH0695_MARKER: DB = BENCH MARK DISK
 LH0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0695_SP_SET: PIER
 LH0695_STAMPING: H 167 1934
 LH0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0695
 LH0695  HISTORY     - Date     Condition        Report By
 LH0695  HISTORY     - 1934     MONUMENTED       CGS
 LH0695
 LH0695                          STATION DESCRIPTION
 LH0695
 LH0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0695'11.1 MI E FROM REPUBLICAN CITY.
 LH0695'IN FRANKLIN COUNTY, 11.1 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LH0695'AND QUINCY RAILROAD FROM THE STATION AT REPUBLICAN CITY, HARLAN
 LH0695'COUNTY, 6.0 MILES WEST OF THE STATION AT FRANKLIN, FRANKLIN
 LH0695'COUNTY, AT BRIDGE NO. 224.59, AND IN THE TOP OF THE SOUTHWEST
 LH0695'CONCRETE PIER.  A STANDARD DISK, STAMPED H 167 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0327 ***********************************************************************
 LH0327  DESIGNATION -  H 168
 LH0327  PID         -  LH0327
 LH0327  STATE/COUNTY-  NE/KEARNEY
 LH0327  USGS QUAD   -  MINDEN SOUTH (1969)
 LH0327
 LH0327                         *CURRENT SURVEY CONTROL
 LH0327  ___________________________________________________________________
 LH0327* NAD 83(1995)-  40 29 31.86378(N)    098 54 49.30709(W)     ADJUSTED  
 LH0327* NAVD 88     -       653.791  (meters)    2144.98   (feet)  ADJUSTED  
 LH0327  ___________________________________________________________________
 LH0327  X           -    -752,711.261 (meters)                     COMP
 LH0327  Y           -  -4,799,207.545 (meters)                     COMP
 LH0327  Z           -   4,120,108.173 (meters)                     COMP
 LH0327  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LH0327  ELLIP HEIGHT-         628.73  (meters)          (06/27/02) GPS OBS
 LH0327  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 LH0327  DYNAMIC HT  -         653.403 (meters)    2143.71  (feet)  COMP
 LH0327  MODELED GRAV-     980,009.1   (mgal)                       NAVD 88
 LH0327
 LH0327  HORZ ORDER  -  FIRST
 LH0327  VERT ORDER  -  SECOND    CLASS 0
 LH0327  ELLP ORDER  -  FOURTH    CLASS I
 LH0327
 LH0327.The horizontal coordinates were established by GPS observations
 LH0327.and adjusted by the National Geodetic Survey in August 1997..
 LH0327
 LH0327.The orthometric height was determined by differential leveling
 LH0327.and adjusted by the National Geodetic Survey in June 1991..
 LH0327
 LH0327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0327
 LH0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0327
 LH0327.The ellipsoidal height was determined by GPS observations
 LH0327.and is referenced to NAD 83.
 LH0327
 LH0327.The geoid height was determined by GEOID03.
 LH0327
 LH0327.The dynamic height is computed by dividing the NAVD 88
 LH0327.geopotential number by the normal gravity value computed on the
 LH0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0327.degrees latitude (g = 980.6199 gals.).
 LH0327
 LH0327.The modeled gravity was interpolated from observed gravity values.
 LH0327
 LH0327;                    North         East     Units Scale Factor Converg.
 LH0327;SPC NE       -    73,731.090   592,074.628   MT  0.99981367   +0 43 11.6
 LH0327;UTM  14      - 4,482,390.777   507,313.685   MT  0.99960066   +0 03 21.7
 LH0327
 LH0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0327!SPC NE       -   0.99990138  x   0.99981367  =   0.99971507
 LH0327!UTM  14      -   0.99990138  x   0.99960066  =   0.99950208
 LH0327
 LH0327                          SUPERSEDED SURVEY CONTROL
 LH0327
 LH0327  ELLIP H (08/18/97)  628.78   (m)                       GP(       ) 4 1
 LH0327  NAD 83(1986)-  40 29 31.87088(N)    098 54 49.30766(W) AD(       ) 1
 LH0327  NGVD 29 (??/??/92)  653.537  (m)         2144.15   (f) ADJ UNCH    2 0
 LH0327
 LH0327.Superseded values are not recommended for survey control.
 LH0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0327.See file dsdata.txt to determine how the superseded data were derived.
 LH0327
 LH0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0731482391(NAD 83)
 LH0327_MARKER: DB = BENCH MARK DISK
 LH0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0327_SP_SET: CONCRETE POST
 LH0327_STAMPING: H 168 1934
 LH0327_MARK LOGO: CGS   
 LH0327_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0327+STABILITY: SURFACE MOTION
 LH0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0327+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1989
 LH0327
 LH0327  HISTORY     - Date     Condition        Report By
 LH0327  HISTORY     - 1934     MONUMENTED       CGS
 LH0327  HISTORY     - 19890403 GOOD             NGS
 LH0327
 LH0327                          STATION DESCRIPTION
 LH0327
 LH0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0327'3 MI E FROM MINDEN.
 LH0327'3.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0327'FROM THE STATION AT MINDEN, KEARNEY COUNTY, 1-1/2 RAILS WEST OF
 LH0327'A ROAD CROSSING, AND 45 FEET SOUTH OF THE CENTERLINE OF THE
 LH0327'TRACK.  A STANDARD DISK, STAMPED H 168 1934 AND SET IN THE TOP
 LH0327'OF A CONCRETE POST.
 LH0327
 LH0327                          STATION RECOVERY (1989)
 LH0327
 LH0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH0327'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST-SOUTHWEST OF
 LH0327'MINDEN, 0.3 KM (0.20 MI) SOUTH OF STATE HIGHWAY 74, AT A JUNCTION OF A
 LH0327'GRAVEL ROAD AND AN OLD RAILROAD BED AND ALONG THE EDGE OF A CULTIVATED
 LH0327'FIELD.  OWNERSHIP--UNKNOWN.
 LH0327'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND
 LH0327'STATE HIGHWAY 10 IN MINDEN, GO SOUTH ON HIGHWAY 10 FOR 0.81 KM
 LH0327'(0.50 MI) TO THE JUNCTION WITH STATE HIGHWAY 74 (1ST STREET).  TURN
 LH0327'LEFT AND GO EAST ON STATE HIGHWAY 74 FOR 3.24 KM (2.00 MI) TO A GRAVEL
 LH0327'CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.37 KM
 LH0327'(0.25 MI) TO THE STATION ON THE RIGHT.
 LH0327'THE STATION MARK IS SET 14.8 M (48.6 FT) WEST OF THE ROAD CENTER, 13.7
 LH0327'M (44.9 FT) SOUTH OF THE RAILROAD BED CENTER (NOW A FIELD ROAD), 3.2 M
 LH0327'(10.5 FT) WEST-NORTHWEST OF A UTILITY POLE, 0.2 M (0.7 FT) EAST OF
 LH0327'WITNESS POST AND PROJECTS 15 CM ABOVE THE SURFACE.
 LH0327'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0561 ***********************************************************************
 ML0561  DESIGNATION -  H 17
 ML0561  PID         -  ML0561
 ML0561  STATE/COUNTY-  NE/CUSTER
 ML0561  USGS QUAD   -  SARGENT EAST (1978)
 ML0561
 ML0561                         *CURRENT SURVEY CONTROL
 ML0561  ___________________________________________________________________
 ML0561* NAD 83(1986)-  41 38 29.     (N)    099 22 14.     (W)     SCALED    
 ML0561* NAVD 88     -       706.242  (meters)    2317.06   (feet)  ADJUSTED  
 ML0561  ___________________________________________________________________
 ML0561  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 ML0561  DYNAMIC HT  -         705.891 (meters)    2315.91  (feet)  COMP
 ML0561  MODELED GRAV-     980,101.8   (mgal)                       NAVD 88
 ML0561
 ML0561  VERT ORDER  -  FIRST     CLASS II
 ML0561
 ML0561.The horizontal coordinates were scaled from a topographic map and have
 ML0561.an estimated accuracy of +/- 6 seconds.
 ML0561
 ML0561.The orthometric height was determined by differential leveling
 ML0561.and adjusted by the National Geodetic Survey in June 1991..
 ML0561
 ML0561.The geoid height was determined by GEOID03.
 ML0561
 ML0561.The dynamic height is computed by dividing the NAVD 88
 ML0561.geopotential number by the normal gravity value computed on the
 ML0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0561.degrees latitude (g = 980.6199 gals.).
 ML0561
 ML0561.The modeled gravity was interpolated from observed gravity values.
 ML0561
 ML0561;                    North         East    Units  Estimated Accuracy
 ML0561;SPC NE       -   200,930.      552,420.      MT  (+/- 180 meters Scaled)
 ML0561
 ML0561                          SUPERSEDED SURVEY CONTROL
 ML0561
 ML0561  NGVD 29 (??/??/92)  705.989  (m)         2316.23   (f) ADJ UNCH    1 2
 ML0561
 ML0561.Superseded values are not recommended for survey control.
 ML0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0561.See file dsdata.txt to determine how the superseded data were derived.
 ML0561
 ML0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM691100(NAD 83)
 ML0561_MARKER: DB = BENCH MARK DISK
 ML0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0561_SP_SET: CONCRETE FOOTING
 ML0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0561
 ML0561  HISTORY     - Date     Condition        Report By
 ML0561  HISTORY     - UNK      MONUMENTED       CGS
 ML0561  HISTORY     - 1933     GOOD             NGS
 ML0561  HISTORY     - 1950     GOOD             NGS
 ML0561
 ML0561                          STATION DESCRIPTION
 ML0561
 ML0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0561'IN SARGENT.
 ML0561'IN THE TOP OF THE WEST CORNER OF THE NORTHWEST CONCRETE FOOTING
 ML0561'OF THE CITY WATER TANK IN SARGENT, NEBR.
 ML0561
 ML0561                          STATION RECOVERY (1950)
 ML0561
 ML0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 ML0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0313 ***********************************************************************
 LH0313  DESIGNATION -  H 170
 LH0313  PID         -  LH0313
 LH0313  STATE/COUNTY-  NE/CLAY
 LH0313  USGS QUAD   -  DEWEESE (1960)
 LH0313
 LH0313                         *CURRENT SURVEY CONTROL
 LH0313  ___________________________________________________________________
 LH0313* NAD 83(1986)-  40 21 21.     (N)    098 08 22.     (W)     SCALED    
 LH0313* NAVD 88     -       514.493  (meters)    1687.97   (feet)  ADJUSTED  
 LH0313  ___________________________________________________________________
 LH0313  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 LH0313  DYNAMIC HT  -         514.194 (meters)    1686.98  (feet)  COMP
 LH0313  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 LH0313
 LH0313  VERT ORDER  -  SECOND    CLASS 0
 LH0313
 LH0313.The horizontal coordinates were scaled from a topographic map and have
 LH0313.an estimated accuracy of +/- 6 seconds.
 LH0313
 LH0313.The orthometric height was determined by differential leveling
 LH0313.and adjusted by the National Geodetic Survey in June 1991..
 LH0313
 LH0313.The geoid height was determined by GEOID03.
 LH0313
 LH0313.The dynamic height is computed by dividing the NAVD 88
 LH0313.geopotential number by the normal gravity value computed on the
 LH0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0313.degrees latitude (g = 980.6199 gals.).
 LH0313
 LH0313.The modeled gravity was interpolated from observed gravity values.
 LH0313
 LH0313;                    North         East    Units  Estimated Accuracy
 LH0313;SPC NE       -    59,720.      658,020.      MT  (+/- 180 meters Scaled)
 LH0313
 LH0313                          SUPERSEDED SURVEY CONTROL
 LH0313
 LH0313  NGVD 29 (??/??/92)  514.295  (m)         1687.32   (f) ADJ UNCH    2 0
 LH0313
 LH0313.Superseded values are not recommended for survey control.
 LH0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0313.See file dsdata.txt to determine how the superseded data were derived.
 LH0313
 LH0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK730676(NAD 83)
 LH0313_MARKER: DB = BENCH MARK DISK
 LH0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0313_STAMPING: H 170 1934
 LH0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0313+STABILITY: SURFACE MOTION
 LH0313
 LH0313  HISTORY     - Date     Condition        Report By
 LH0313  HISTORY     - 1934     MONUMENTED       CGS
 LH0313  HISTORY     - 1945     GOOD             NGS
 LH0313
 LH0313                          STATION DESCRIPTION
 LH0313
 LH0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 LH0313'AT DEWEESE.
 LH0313'AT DEWEESE, CLAY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0313'RAILROAD, 200 FEET WEST OF THE WEST END OF THE STATION, AT A
 LH0313'ROAD CROSSING, 39 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 LH0313'36 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 LH0313'STAMPED R 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0565 ***********************************************************************
 LG0565  DESIGNATION -  H 171
 LG0565  PID         -  LG0565
 LG0565  STATE/COUNTY-  NE/JEFFERSON
 LG0565  USGS QUAD   -  GLADSTONE (1960)
 LG0565
 LG0565                         *CURRENT SURVEY CONTROL
 LG0565  ___________________________________________________________________
 LG0565* NAD 83(1986)-  40 13 07.     (N)    097 17 01.     (W)     SCALED    
 LG0565* NAVD 88     -       412.611  (meters)    1353.71   (feet)  ADJUSTED  
 LG0565  ___________________________________________________________________
 LG0565  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 LG0565  DYNAMIC HT  -         412.376 (meters)    1352.94  (feet)  COMP
 LG0565  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 LG0565
 LG0565  VERT ORDER  -  SECOND    CLASS 0
 LG0565
 LG0565.The horizontal coordinates were scaled from a topographic map and have
 LG0565.an estimated accuracy of +/- 6 seconds.
 LG0565
 LG0565.The orthometric height was determined by differential leveling
 LG0565.and adjusted by the National Geodetic Survey in June 1991..
 LG0565
 LG0565.The geoid height was determined by GEOID03.
 LG0565
 LG0565.The dynamic height is computed by dividing the NAVD 88
 LG0565.geopotential number by the normal gravity value computed on the
 LG0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0565.degrees latitude (g = 980.6199 gals.).
 LG0565
 LG0565.The modeled gravity was interpolated from observed gravity values.
 LG0565
 LG0565;                    North         East    Units  Estimated Accuracy
 LG0565;SPC NE       -    46,410.      731,160.      MT  (+/- 180 meters Scaled)
 LG0565
 LG0565                          SUPERSEDED SURVEY CONTROL
 LG0565
 LG0565  NGVD 29 (??/??/92)  412.458  (m)         1353.21   (f) ADJ UNCH    2 0
 LG0565
 LG0565.Superseded values are not recommended for survey control.
 LG0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0565.See file dsdata.txt to determine how the superseded data were derived.
 LG0565
 LG0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK460534(NAD 83)
 LG0565_MARKER: DB = BENCH MARK DISK
 LG0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0565_STAMPING: H 171 1934
 LG0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0565+STABILITY: SURFACE MOTION
 LG0565
 LG0565  HISTORY     - Date     Condition        Report By
 LG0565  HISTORY     - 1934     MONUMENTED       CGS
 LG0565  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 LG0565
 LG0565                          STATION DESCRIPTION
 LG0565
 LG0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0565'AT POWELL.
 LG0565'AT POWELL, JEFFERSON COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0565'3 POLES EAST OF THE STATION, 11 POLES WEST OF MILEPOST 161,
 LG0565'AT A ROAD CROSSING, 60 FEET WEST OF THE CENTERLINE OF THE ROAD,
 LG0565'AND 50 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LG0565'DISK, STAMPED H 171 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0565
 LG0565                          STATION RECOVERY (1981)
 LG0565
 LG0565'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0538 ***********************************************************************
 LG0538  DESIGNATION -  H 172
 LG0538  PID         -  LG0538
 LG0538  STATE/COUNTY-  NE/THAYER
 LG0538  USGS QUAD   -  CHESTER (1980)
 LG0538
 LG0538                         *CURRENT SURVEY CONTROL
 LG0538  ___________________________________________________________________
 LG0538* NAD 83(1986)-  40 00 14.     (N)    097 30 06.     (W)     SCALED    
 LG0538* NAVD 88     -       446.250  (meters)    1464.07   (feet)  ADJUSTED  
 LG0538  ___________________________________________________________________
 LG0538  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 LG0538  DYNAMIC HT  -         445.992 (meters)    1463.23  (feet)  COMP
 LG0538  MODELED GRAV-     980,034.0   (mgal)                       NAVD 88
 LG0538
 LG0538  VERT ORDER  -  SECOND    CLASS 0
 LG0538
 LG0538.The horizontal coordinates were scaled from a topographic map and have
 LG0538.an estimated accuracy of +/- 6 seconds.
 LG0538
 LG0538.The orthometric height was determined by differential leveling
 LG0538.and adjusted by the National Geodetic Survey in June 1991..
 LG0538
 LG0538.The geoid height was determined by GEOID03.
 LG0538
 LG0538.The dynamic height is computed by dividing the NAVD 88
 LG0538.geopotential number by the normal gravity value computed on the
 LG0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0538.degrees latitude (g = 980.6199 gals.).
 LG0538
 LG0538.The modeled gravity was interpolated from observed gravity values.
 LG0538
 LG0538;                    North         East    Units  Estimated Accuracy
 LG0538;SPC NE       -    22,020.      713,300.      MT  (+/- 180 meters Scaled)
 LG0538
 LG0538                          SUPERSEDED SURVEY CONTROL
 LG0538
 LG0538  NGVD 29 (??/??/92)  446.092  (m)         1463.55   (f) ADJ UNCH    2 0
 LG0538
 LG0538.Superseded values are not recommended for survey control.
 LG0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0538.See file dsdata.txt to determine how the superseded data were derived.
 LG0538
 LG0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK278292(NAD 83)
 LG0538_MARKER: DB = BENCH MARK DISK
 LG0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0538_SP_SET: CONCRETE PIER
 LG0538_STAMPING: H 172 1934
 LG0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0538
 LG0538  HISTORY     - Date     Condition        Report By
 LG0538  HISTORY     - 1934     MONUMENTED       CGS
 LG0538
 LG0538                          STATION DESCRIPTION
 LG0538
 LG0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0538'AT HUBBELL.
 LG0538'AT HUBBELL, THAYER COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0538'RAILROAD, 110 YARDS WEST OF THE CROSSING OF STATE HIGHWAY 3 S,
 LG0538'AT THE NORTHEAST CORNER OF BRIDGE NO. 138.72, AND IN THE TOP
 LG0538'OF A CONCRETE PIER.  A STANDARD DISK, STAMPED H 172 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0616 ***********************************************************************
 LG0616  DESIGNATION -  H 173
 LG0616  PID         -  LG0616
 LG0616  STATE/COUNTY-  NE/FILLMORE
 LG0616  USGS QUAD   -  BRUNING (1960)
 LG0616
 LG0616                         *CURRENT SURVEY CONTROL
 LG0616  ___________________________________________________________________
 LG0616* NAD 83(1986)-  40 21 54.     (N)    097 34 04.     (W)     SCALED    
 LG0616* NAVD 88     -       484.317  (meters)    1588.96   (feet)  ADJUSTED  
 LG0616  ___________________________________________________________________
 LG0616  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 LG0616  DYNAMIC HT  -         484.033 (meters)    1588.03  (feet)  COMP
 LG0616  MODELED GRAV-     980,025.3   (mgal)                       NAVD 88
 LG0616
 LG0616  VERT ORDER  -  SECOND    CLASS 0
 LG0616
 LG0616.The horizontal coordinates were scaled from a topographic map and have
 LG0616.an estimated accuracy of +/- 6 seconds.
 LG0616
 LG0616.The orthometric height was determined by differential leveling
 LG0616.and adjusted by the National Geodetic Survey in June 1991..
 LG0616
 LG0616.The geoid height was determined by GEOID03.
 LG0616
 LG0616.The dynamic height is computed by dividing the NAVD 88
 LG0616.geopotential number by the normal gravity value computed on the
 LG0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0616.degrees latitude (g = 980.6199 gals.).
 LG0616
 LG0616.The modeled gravity was interpolated from observed gravity values.
 LG0616
 LG0616;                    North         East    Units  Estimated Accuracy
 LG0616;SPC NE       -    61,940.      706,530.      MT  (+/- 180 meters Scaled)
 LG0616
 LG0616                          SUPERSEDED SURVEY CONTROL
 LG0616
 LG0616  NGVD 29 (??/??/92)  484.132  (m)         1588.36   (f) ADJ UNCH    2 0
 LG0616
 LG0616.Superseded values are not recommended for survey control.
 LG0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0616.See file dsdata.txt to determine how the superseded data were derived.
 LG0616
 LG0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK216692(NAD 83)
 LG0616_MARKER: DB = BENCH MARK DISK
 LG0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0616_STAMPING: H 173 1934
 LG0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0616+STABILITY: SURFACE MOTION
 LG0616
 LG0616  HISTORY     - Date     Condition        Report By
 LG0616  HISTORY     - 1934     MONUMENTED       CGS
 LG0616  HISTORY     - 1981     GOOD             LOCSUR
 LG0616
 LG0616                          STATION DESCRIPTION
 LG0616
 LG0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0616'2 MI N FROM BRUNING.
 LG0616'IN FILLMORE COUNTY, 2.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON
 LG0616'AND QUINCY RAILROAD FROM THE STATION AT BRUNING, THAYER COUNTY,
 LG0616'ABOUT 1/2 MILE EAST OF A DISTRICT SCHOOL, AT A ROAD CROSSING,
 LG0616'45 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 55 FEET WEST
 LG0616'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED H 173 1934
 LG0616'AND SET IN THE TOP OF A CONCRETE POST.
 LG0616
 LG0616                          STATION RECOVERY (1981)
 LG0616
 LG0616'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LG0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0280 ***********************************************************************
 LG0280  DESIGNATION -  H 174
 LG0280  PID         -  LG0280
 LG0280  STATE/COUNTY-  NE/GAGE
 LG0280  USGS QUAD   -  BLUE SPRINGS (1964)
 LG0280
 LG0280                         *CURRENT SURVEY CONTROL
 LG0280  ___________________________________________________________________
 LG0280* NAD 83(1986)-  40 14 41.     (N)    096 41 21.     (W)     SCALED    
 LG0280* NAVD 88     -       378.085  (meters)    1240.43   (feet)  ADJUSTED  
 LG0280  ___________________________________________________________________
 LG0280  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 LG0280  DYNAMIC HT  -         377.883 (meters)    1239.77  (feet)  COMP
 LG0280  MODELED GRAV-     980,080.6   (mgal)                       NAVD 88
 LG0280
 LG0280  VERT ORDER  -  SECOND    CLASS 0
 LG0280
 LG0280.The horizontal coordinates were scaled from a topographic map and have
 LG0280.an estimated accuracy of +/- 6 seconds.
 LG0280
 LG0280.The orthometric height was determined by differential leveling
 LG0280.and adjusted by the National Geodetic Survey in June 1991..
 LG0280
 LG0280.The geoid height was determined by GEOID03.
 LG0280
 LG0280.The dynamic height is computed by dividing the NAVD 88
 LG0280.geopotential number by the normal gravity value computed on the
 LG0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0280.degrees latitude (g = 980.6199 gals.).
 LG0280
 LG0280.The modeled gravity was interpolated from observed gravity values.
 LG0280
 LG0280;                    North         East    Units  Estimated Accuracy
 LG0280;SPC NE       -    51,070.      781,620.      MT  (+/- 180 meters Scaled)
 LG0280
 LG0280                          SUPERSEDED SURVEY CONTROL
 LG0280
 LG0280  NGVD 29 (??/??/92)  377.975  (m)         1240.07   (f) ADJ UNCH    2 0
 LG0280
 LG0280.Superseded values are not recommended for survey control.
 LG0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0280.See file dsdata.txt to determine how the superseded data were derived.
 LG0280
 LG0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK965574(NAD 83)
 LG0280_MARKER: DB = BENCH MARK DISK
 LG0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0280_STAMPING: H 174 1934
 LG0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0280+STABILITY: SURFACE MOTION
 LG0280
 LG0280  HISTORY     - Date     Condition        Report By
 LG0280  HISTORY     - 1934     MONUMENTED       CGS
 LG0280
 LG0280                          STATION DESCRIPTION
 LG0280
 LG0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0280'3.6 MI E FROM BEATRICE.
 LG0280'3.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0280'RAILROAD FROM THE STATION AT BEATRICE, GAGE COUNTY, BETWEEN THE
 LG0280'ROCK ISLAND RAILROAD AND THE UNION PACIFIC RAILROAD, 8 POLES
 LG0280'NORTH OF UNION PACIFIC RAILROAD BRIDGE NO. 100.85, AND 70 FEET
 LG0280'SOUTH OF A ROAD CROSSING.  A STANDARD DISK, STAMPED H 174 1934
 LG0280'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0215 ***********************************************************************
 LG0215  DESIGNATION -  H 175
 LG0215  PID         -  LG0215
 LG0215  STATE/COUNTY-  NE/PAWNEE
 LG0215  USGS QUAD   -  TABLE ROCK (1965)
 LG0215
 LG0215                         *CURRENT SURVEY CONTROL
 LG0215  ___________________________________________________________________
 LG0215* NAD 83(1986)-  40 10 38.     (N)    096 05 23.     (W)     SCALED    
 LG0215* NAVD 88     -       316.528  (meters)    1038.48   (feet)  ADJUSTED  
 LG0215  ___________________________________________________________________
 LG0215  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LG0215  DYNAMIC HT  -         316.355 (meters)    1037.91  (feet)  COMP
 LG0215  MODELED GRAV-     980,070.4   (mgal)                       NAVD 88
 LG0215
 LG0215  VERT ORDER  -  SECOND    CLASS 0
 LG0215
 LG0215.The horizontal coordinates were scaled from a topographic map and have
 LG0215.an estimated accuracy of +/- 6 seconds.
 LG0215
 LG0215.The orthometric height was determined by differential leveling
 LG0215.and adjusted by the National Geodetic Survey in June 1991..
 LG0215
 LG0215.The geoid height was determined by GEOID03.
 LG0215
 LG0215.The dynamic height is computed by dividing the NAVD 88
 LG0215.geopotential number by the normal gravity value computed on the
 LG0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0215.degrees latitude (g = 980.6199 gals.).
 LG0215
 LG0215.The modeled gravity was interpolated from observed gravity values.
 LG0215
 LG0215;                    North         East    Units  Estimated Accuracy
 LG0215;SPC NE       -    45,710.      832,910.      MT  (+/- 180 meters Scaled)
 LG0215
 LG0215                          SUPERSEDED SURVEY CONTROL
 LG0215
 LG0215  NGVD 29 (??/??/92)  316.440  (m)         1038.19   (f) ADJ UNCH    2 0
 LG0215
 LG0215.Superseded values are not recommended for survey control.
 LG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0215.See file dsdata.txt to determine how the superseded data were derived.
 LG0215
 LG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK477514(NAD 83)
 LG0215_MARKER: DB = BENCH MARK DISK
 LG0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0215_SP_SET: ABUTMENT
 LG0215_STAMPING: H 175 1934
 LG0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0215
 LG0215  HISTORY     - Date     Condition        Report By
 LG0215  HISTORY     - 1934     MONUMENTED       CGS
 LG0215  HISTORY     - 1945     GOOD             NGS
 LG0215
 LG0215                          STATION DESCRIPTION
 LG0215
 LG0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0215'AT TABLE ROCK.
 LG0215'AT TABLE ROCK, PAWNEE COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0215'QUINCY RAILROAD, 0.5 MILE WEST OF THE STATION, AT THE NORTHWEST
 LG0215'CORNER OF BRIDGE 48.76, AND IN THE TOP OF THE CONCRETE ABUTMENT.
 LG0215'A STANDARD DISK, STAMPED H 175 1934
 LG0215
 LG0215                          STATION RECOVERY (1945)
 LG0215
 LG0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 LG0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0402 ***********************************************************************
 LF0402  DESIGNATION -  H 178
 LF0402  PID         -  LF0402
 LF0402  STATE/COUNTY-  NE/RICHARDSON
 LF0402  USGS QUAD   -  RULO (1965)
 LF0402
 LF0402                         *CURRENT SURVEY CONTROL
 LF0402  ___________________________________________________________________
 LF0402* NAD 83(1986)-  40 03 14.     (N)    095 25 40.     (W)     SCALED    
 LF0402* NAVD 88     -       281.541  (meters)     923.69   (feet)  ADJUSTED  
 LF0402  ___________________________________________________________________
 LF0402  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LF0402  DYNAMIC HT  -         281.386 (meters)     923.18  (feet)  COMP
 LF0402  MODELED GRAV-     980,067.5   (mgal)                       NAVD 88
 LF0402
 LF0402  VERT ORDER  -  SECOND    CLASS 0
 LF0402
 LF0402.The horizontal coordinates were scaled from a topographic map and have
 LF0402.an estimated accuracy of +/- 6 seconds.
 LF0402
 LF0402.The orthometric height was determined by differential leveling
 LF0402.and adjusted by the National Geodetic Survey in June 1991..
 LF0402.WARNING-Repeat measurements at this control monument indicate possible
 LF0402.vertical movement.
 LF0402
 LF0402.The geoid height was determined by GEOID03.
 LF0402
 LF0402.The dynamic height is computed by dividing the NAVD 88
 LF0402.geopotential number by the normal gravity value computed on the
 LF0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0402.degrees latitude (g = 980.6199 gals.).
 LF0402
 LF0402.The modeled gravity was interpolated from observed gravity values.
 LF0402
 LF0402;                    North         East    Units  Estimated Accuracy
 LF0402;SPC NE       -    34,800.      889,940.      MT  (+/- 180 meters Scaled)
 LF0402
 LF0402                          SUPERSEDED SURVEY CONTROL
 LF0402
 LF0402  NGVD 29 (??/??/92)  281.476  (m)          923.48   (f) ADJ UNCH    2 0
 LF0402
 LF0402.Superseded values are not recommended for survey control.
 LF0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0402.See file dsdata.txt to determine how the superseded data were derived.
 LF0402
 LF0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE929365(NAD 83)
 LF0402_MARKER: DB = BENCH MARK DISK
 LF0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0402_STAMPING: H 178 1934
 LF0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0402+STABILITY: SURFACE MOTION
 LF0402
 LF0402  HISTORY     - Date     Condition        Report By
 LF0402  HISTORY     - 1934     MONUMENTED       CGS
 LF0402  HISTORY     - 1947     GOOD             NGS
 LF0402  HISTORY     - 1948     GOOD             NGS
 LF0402
 LF0402                          STATION DESCRIPTION
 LF0402
 LF0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0402'AT RULO.
 LF0402'AT RULO, 120.7 FEET EAST OF THE EAST END OF THE CHICAGO, BURLINGTON
 LF0402'AND QUINCY RAILROAD STATION, 12.3 FEET SOUTH OF THE SOUTH RAIL
 LF0402'OF THE MAIN TRACK, SET IN THE CENTER AND TOP OF THE MOST NORTHERLY
 LF0402'ONE OF FOUR LONG CONCRETE FOUNDATION STRINGERS OF AN OLD ABANDONED
 LF0402'WATER TANK, ABOUT 1 FOOT ABOVE THE TRACK.
 LF0402
 LF0402                          STATION RECOVERY (1948)
 LF0402
 LF0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0445 ***********************************************************************
 NN0445  DESIGNATION -  H 18
 NN0445  PID         -  NN0445
 NN0445  STATE/COUNTY-  NE/ROCK
 NN0445  USGS QUAD   -  STOCKDALE LAKE (1982)
 NN0445
 NN0445                         *CURRENT SURVEY CONTROL
 NN0445  ___________________________________________________________________
 NN0445* NAD 83(1986)-  42 16 29.     (N)    099 28 08.     (W)     SCALED    
 NN0445* NAVD 88     -       762.011  (meters)    2500.03   (feet)  ADJUSTED  
 NN0445  ___________________________________________________________________
 NN0445  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 NN0445  DYNAMIC HT  -         761.682 (meters)    2498.95  (feet)  COMP
 NN0445  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 NN0445
 NN0445  VERT ORDER  -  FIRST     CLASS II
 NN0445
 NN0445.The horizontal coordinates were scaled from a topographic map and have
 NN0445.an estimated accuracy of +/- 6 seconds.
 NN0445
 NN0445.The orthometric height was determined by differential leveling
 NN0445.and adjusted by the National Geodetic Survey in June 1991..
 NN0445
 NN0445.The geoid height was determined by GEOID03.
 NN0445
 NN0445.The dynamic height is computed by dividing the NAVD 88
 NN0445.geopotential number by the normal gravity value computed on the
 NN0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0445.degrees latitude (g = 980.6199 gals.).
 NN0445
 NN0445.The modeled gravity was interpolated from observed gravity values.
 NN0445
 NN0445;                    North         East    Units  Estimated Accuracy
 NN0445;SPC NE       -   271,200.      543,800.      MT  (+/- 180 meters Scaled)
 NN0445
 NN0445                          SUPERSEDED SURVEY CONTROL
 NN0445
 NN0445  NGVD 29 (??/??/92)  761.756  (m)         2499.19   (f) ADJ UNCH    1 2
 NN0445
 NN0445.Superseded values are not recommended for survey control.
 NN0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0445.See file dsdata.txt to determine how the superseded data were derived.
 NN0445
 NN0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM613803(NAD 83)
 NN0445_MARKER: DB = BENCH MARK DISK
 NN0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0445_STAMPING: 2499.194 H 18 1933
 NN0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0445+STABILITY: SURFACE MOTION
 NN0445
 NN0445  HISTORY     - Date     Condition        Report By
 NN0445  HISTORY     - 1933     MONUMENTED       CGS
 NN0445
 NN0445                          STATION DESCRIPTION
 NN0445
 NN0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0445'23.2 MI S FROM BASSETT.
 NN0445'ABOUT 23-1/4 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM BASSETT,
 NN0445'ROCK COUNTY, ABOUT 1/2 MILE SOUTH OF A SLOUGH WEST OF THE HIGHWAY,
 NN0445'ABOUT 1/4 MILE SOUTH OF A GROVE EAST OF THE HIGHWAY, 76 FEET
 NN0445'WEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET WEST OF A FENCE
 NN0445'CORNER AT THE SECTION LINE, AND ABOUT 1 YARD NORTH OF THE FENCE.
 NN0445'A STANDARD DISK, STAMPED 2499.194 H 18 1933 AND SET IN THE TOP
 NN0445'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0269 ***********************************************************************
 NN0269  DESIGNATION -  H 19
 NN0269  PID         -  NN0269
 NN0269  STATE/COUNTY-  NE/HOLT
 NN0269  USGS QUAD   -  MEEK (1954)
 NN0269
 NN0269                         *CURRENT SURVEY CONTROL
 NN0269  ___________________________________________________________________
 NN0269* NAD 83(1986)-  42 39 36.     (N)    098 39 26.     (W)     SCALED    
 NN0269* NAVD 88     -       575.922  (meters)    1889.50   (feet)  ADJUSTED  
 NN0269  ___________________________________________________________________
 NN0269  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 NN0269  DYNAMIC HT  -         575.708 (meters)    1888.80  (feet)  COMP
 NN0269  MODELED GRAV-     980,230.3   (mgal)                       NAVD 88
 NN0269
 NN0269  VERT ORDER  -  FIRST     CLASS II
 NN0269
 NN0269.The horizontal coordinates were scaled from a topographic map and have
 NN0269.an estimated accuracy of +/- 6 seconds.
 NN0269
 NN0269.The orthometric height was determined by differential leveling
 NN0269.and adjusted by the National Geodetic Survey in June 1991..
 NN0269
 NN0269.The geoid height was determined by GEOID03.
 NN0269
 NN0269.The dynamic height is computed by dividing the NAVD 88
 NN0269.geopotential number by the normal gravity value computed on the
 NN0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0269.degrees latitude (g = 980.6199 gals.).
 NN0269
 NN0269.The modeled gravity was interpolated from observed gravity values.
 NN0269
 NN0269;                    North         East    Units  Estimated Accuracy
 NN0269;SPC NE       -   314,710.      610,070.      MT  (+/- 180 meters Scaled)
 NN0269
 NN0269                          SUPERSEDED SURVEY CONTROL
 NN0269
 NN0269  NGVD 29 (??/??/92)  575.686  (m)         1888.73   (f) ADJ UNCH    1 2
 NN0269
 NN0269.Superseded values are not recommended for survey control.
 NN0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0269.See file dsdata.txt to determine how the superseded data were derived.
 NN0269
 NN0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN280231(NAD 83)
 NN0269_MARKER: DB = BENCH MARK DISK
 NN0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0269+STABILITY: SURFACE MOTION
 NN0269
 NN0269  HISTORY     - Date     Condition        Report By
 NN0269  HISTORY     - UNK      MONUMENTED       CGS
 NN0269  HISTORY     - 1933     GOOD             NGS
 NN0269
 NN0269                          STATION DESCRIPTION
 NN0269
 NN0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NN0269'14.7 MI N FROM O NEILL.
 NN0269'14.7 MILES NORTH OF O NEILL 15.9 MILES S.E. OF SPENCER 450 FT.
 NN0269'SOUTH OF A SMALL HIGHWAY BRIDGE, 150 FT. NORTH OF 2 FT.
 NN0269'CORRUGATED METAL CULVERT, 50 FT. WEST OF CENTER OF HWY. 281, 2
 NN0269'FT. SOUTH OF FENCE AND 15 FT. WEST OF FENCE CORNER, 10 FT. NORTH
 NN0269'OF CENTER OF LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0270 ***********************************************************************
 NN0270  DESIGNATION -  H 19 RESET
 NN0270  PID         -  NN0270
 NN0270  STATE/COUNTY-  NE/HOLT
 NN0270  USGS QUAD   -  MEEK (1954)
 NN0270
 NN0270                         *CURRENT SURVEY CONTROL
 NN0270  ___________________________________________________________________
 NN0270* NAD 83(1986)-  42 39 35.     (N)    098 39 26.     (W)     SCALED    
 NN0270* NAVD 88     -       576.23   (meters)    1890.5    (feet)  RESET     
 NN0270  ___________________________________________________________________
 NN0270  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 NN0270
 NN0270  VERT ORDER  -  THIRD
 NN0270
 NN0270.The horizontal coordinates were scaled from a topographic map and have
 NN0270.an estimated accuracy of +/- 6 seconds.
 NN0270
 NN0270.The orthometric height was computed from unverified reset data.
 NN0270
 NN0270.The geoid height was determined by GEOID03.
 NN0270
 NN0270;                    North         East    Units  Estimated Accuracy
 NN0270;SPC NE       -   314,680.      610,070.      MT  (+/- 180 meters Scaled)
 NN0270
 NN0270                          SUPERSEDED SURVEY CONTROL
 NN0270
 NN0270  NGVD 29 (??/??/??)  575.99   (m)         1889.7    (f) RESET       3  
 NN0270
 NN0270.Superseded values are not recommended for survey control.
 NN0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0270.See file dsdata.txt to determine how the superseded data were derived.
 NN0270
 NN0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN280230(NAD 83)
 NN0270_MARKER: DB = BENCH MARK DISK
 NN0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0270_STAMPING: H 19 RESET 1951
 NN0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0270+STABILITY: SURFACE MOTION
 NN0270
 NN0270  HISTORY     - Date     Condition        Report By
 NN0270  HISTORY     - 1951     MONUMENTED       NEDR
 NN0270
 NN0270                          STATION DESCRIPTION
 NN0270
 NN0270'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1951
 NN0270'14 MI N FROM O NEILL.
 NN0270'14.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM MAIN STREET AT
 NN0270'O NEILL, HOLT COUNTY, 365 FEET NORTH OF A 4-FOOT CORRUGATED-METAL
 NN0270'CULVERT, 180 FEET SOUTH OF A CONCRETE BOX CULVERT, AT A FENCE
 NN0270'CORNER, AND 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 NN0270'STANDARD DISK, STAMPED H 19 RESET 1951 AND SET IN THE TOP OF A
 NN0270'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1273 ***********************************************************************
 NM1273  DESIGNATION -  H 2
 NM1273  PID         -  NM1273
 NM1273  STATE/COUNTY-  NE/ANTELOPE
 NM1273  USGS QUAD   -  BRUNSWICK (1963)
 NM1273
 NM1273                         *CURRENT SURVEY CONTROL
 NM1273  ___________________________________________________________________
 NM1273* NAD 83(1986)-  42 20 20.     (N)    097 58 13.     (W)     SCALED    
 NM1273* NAVD 88     -       565.219  (meters)    1854.39   (feet)  ADJUSTED  
 NM1273  ___________________________________________________________________
 NM1273  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 NM1273  DYNAMIC HT  -         565.002 (meters)    1853.68  (feet)  COMP
 NM1273  MODELED GRAV-     980,218.7   (mgal)                       NAVD 88
 NM1273
 NM1273  VERT ORDER  -  FIRST     CLASS II
 NM1273
 NM1273.The horizontal coordinates were scaled from a topographic map and have
 NM1273.an estimated accuracy of +/- 6 seconds.
 NM1273
 NM1273.The orthometric height was determined by differential leveling
 NM1273.and adjusted by the National Geodetic Survey in June 1991..
 NM1273
 NM1273.The geoid height was determined by GEOID03.
 NM1273
 NM1273.The dynamic height is computed by dividing the NAVD 88
 NM1273.geopotential number by the normal gravity value computed on the
 NM1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1273.degrees latitude (g = 980.6199 gals.).
 NM1273
 NM1273.The modeled gravity was interpolated from observed gravity values.
 NM1273
 NM1273;                    North         East    Units  Estimated Accuracy
 NM1273;SPC NE       -   280,150.      667,210.      MT  (+/- 180 meters Scaled)
 NM1273
 NM1273                          SUPERSEDED SURVEY CONTROL
 NM1273
 NM1273  NGVD 29 (??/??/92)  565.024  (m)         1853.75   (f) ADJ UNCH    1 2
 NM1273
 NM1273.Superseded values are not recommended for survey control.
 NM1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1273.See file dsdata.txt to determine how the superseded data were derived.
 NM1273
 NM1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM848879(NAD 83)
 NM1273_MARKER: DB = BENCH MARK DISK
 NM1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1273+STABILITY: SURFACE MOTION
 NM1273
 NM1273  HISTORY     - Date     Condition        Report By
 NM1273  HISTORY     - UNK      MONUMENTED       CGS
 NM1273  HISTORY     - 1946     GOOD             NGS
 NM1273
 NM1273                          STATION DESCRIPTION
 NM1273
 NM1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NM1273'AT BRUNSWICK.
 NM1273'AT BRUNSWICK, ANTELOPE COUNTY, ON THE CHICAGO, BURLINGTON AND
 NM1273'QUINCY RAILROAD, AT MILEAGE 87.72, NEAR THE PROLONGATION OF THE
 NM1273'EAST LINE OF FRANKLIN AVENUE, 113 FEET SOUTH OF THE CENTERLINE OF
 NM1273'THE MAIN TRACK, 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NM1273'COAL BINS OF THE WALRATH AND SHERMAN LUMBER CO., 30 FEET EAST OF
 NM1273'THE CENTER OF THE EAST HEADWALL OF A 24-INCH CONCRETE PIPE-CULVERT
 NM1273'UNDER A PAVED ROAD, 5 FEET EAST OF THE BUILDING LINE EAST OF THE
 NM1273'HIGHWAY, JUST EAST OF A 24-INCH IRON BOLT DRIVEN IN THE GROUND, AND
 NM1273'1.3 FEET UNDER GROUND.  THE BOTTOM OF A SQUARE HOLE SURROUNDED
 NM1273'BY THE LETTERS USBM IN THE TOP OF A LIMESTONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0163 ***********************************************************************
 NO0163  DESIGNATION -  H 20
 NO0163  PID         -  NO0163
 NO0163  STATE/COUNTY-  NE/CHERRY
 NO0163  USGS QUAD   -  VALENTINE SOUTH (1983)
 NO0163
 NO0163                         *CURRENT SURVEY CONTROL
 NO0163  ___________________________________________________________________
 NO0163* NAD 83(1986)-  42 46 57.     (N)    100 33 06.     (W)     SCALED    
 NO0163* NAVD 88     -       815.803  (meters)    2676.51   (feet)  ADJUSTED  
 NO0163  ___________________________________________________________________
 NO0163  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 NO0163  DYNAMIC HT  -         815.467 (meters)    2675.41  (feet)  COMP
 NO0163  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 NO0163
 NO0163  VERT ORDER  -  FIRST     CLASS II
 NO0163
 NO0163.The horizontal coordinates were scaled from a topographic map and have
 NO0163.an estimated accuracy of +/- 6 seconds.
 NO0163
 NO0163.The orthometric height was determined by differential leveling
 NO0163.and adjusted by the National Geodetic Survey in June 1991..
 NO0163
 NO0163.The geoid height was determined by GEOID03.
 NO0163
 NO0163.The dynamic height is computed by dividing the NAVD 88
 NO0163.geopotential number by the normal gravity value computed on the
 NO0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0163.degrees latitude (g = 980.6199 gals.).
 NO0163
 NO0163.The modeled gravity was interpolated from observed gravity values.
 NO0163
 NO0163;                    North         East    Units  Estimated Accuracy
 NO0163;SPC NE       -   327,600.      454,860.      MT  (+/- 180 meters Scaled)
 NO0163
 NO0163                          SUPERSEDED SURVEY CONTROL
 NO0163
 NO0163  NGVD 29 (02/14/92)  815.523  (m)         2675.59   (f) ADJUSTED    1 2
 NO0163
 NO0163.Superseded values are not recommended for survey control.
 NO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0163.See file dsdata.txt to determine how the superseded data were derived.
 NO0163
 NO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN730378(NAD 83)
 NO0163_MARKER: DB = BENCH MARK DISK
 NO0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0163_SP_SET: CONCRETE POST
 NO0163_STAMPING: H 20 1933 2675.595
 NO0163_MARK LOGO: CGS   
 NO0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0163+STABILITY: SURFACE MOTION
 NO0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0163+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1991
 NO0163
 NO0163  HISTORY     - Date     Condition        Report By
 NO0163  HISTORY     - 1933     MONUMENTED       CGS
 NO0163  HISTORY     - 1934     GOOD             NGS
 NO0163  HISTORY     - 19910803 GOOD             NGS
 NO0163
 NO0163                          STATION DESCRIPTION
 NO0163
 NO0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0163'10 MI SW FROM VALENTINE.
 NO0163'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0163'VALENTINE, CHERRY COUNTY, THENCE 2.8 MILES SOUTHWEST ALONG A
 NO0163'DIRT ROAD, 1.5 MILES SOUTHWEST OF SCHLAGEL SCHOOL, 0.4 MILE
 NO0163'EAST OF AN S-CURVE, 44 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 NO0163'AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED 2675.595
 NO0163'H 20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 NO0163'INCHES ABOVE GROUND.
 NO0163
 NO0163                          STATION RECOVERY (1991)
 NO0163
 NO0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0163'12.5 KM (7.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0163'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 1.3 KM (0.80 MI) WESTERLY
 NO0163'ALONG A TRACK ROAD, 12.6 M (41.3 FT) NORTH OF AND LEVEL WITH THE ROAD
 NO0163'CENTER, 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 NO0163'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 NO0163'MONUMENT IS ON PROPERTY OWNED BY CLARENCE LOVEJOY, HC 37, BOX 10,
 NO0163'VALENTINE, NE 69201, TELEPHONE NUMBER (402) 376-2869 OR 376-3159.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0754 ***********************************************************************
 LH0754  DESIGNATION -  H 200
 LH0754  PID         -  LH0754
 LH0754  STATE/COUNTY-  NE/FURNAS
 LH0754  USGS QUAD   -  BEAVER CITY SW (1957)
 LH0754
 LH0754                         *CURRENT SURVEY CONTROL
 LH0754  ___________________________________________________________________
 LH0754* NAD 83(1986)-  40 07 15.     (N)    099 53 36.     (W)     SCALED    
 LH0754* NAVD 88     -       670.927  (meters)    2201.20   (feet)  ADJUSTED  
 LH0754  ___________________________________________________________________
 LH0754  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 LH0754  DYNAMIC HT  -         670.497 (meters)    2199.79  (feet)  COMP
 LH0754  MODELED GRAV-     979,963.1   (mgal)                       NAVD 88
 LH0754
 LH0754  VERT ORDER  -  SECOND    CLASS 0
 LH0754
 LH0754.The horizontal coordinates were scaled from a topographic map and have
 LH0754.an estimated accuracy of +/- 6 seconds.
 LH0754
 LH0754.The orthometric height was determined by differential leveling
 LH0754.and adjusted by the National Geodetic Survey in June 1991..
 LH0754
 LH0754.The geoid height was determined by GEOID03.
 LH0754
 LH0754.The dynamic height is computed by dividing the NAVD 88
 LH0754.geopotential number by the normal gravity value computed on the
 LH0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0754.degrees latitude (g = 980.6199 gals.).
 LH0754
 LH0754.The modeled gravity was interpolated from observed gravity values.
 LH0754
 LH0754;                    North         East    Units  Estimated Accuracy
 LH0754;SPC NE       -    31,930.      509,090.      MT  (+/- 180 meters Scaled)
 LH0754
 LH0754                          SUPERSEDED SURVEY CONTROL
 LH0754
 LH0754  NGVD 29 (??/??/92)  670.662  (m)         2200.33   (f) ADJ UNCH    2 0
 LH0754
 LH0754.Superseded values are not recommended for survey control.
 LH0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0754.See file dsdata.txt to determine how the superseded data were derived.
 LH0754
 LH0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK238415(NAD 83)
 LH0754_MARKER: DB = BENCH MARK DISK
 LH0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0754_STAMPING: H 200 1934
 LH0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0754+STABILITY: SURFACE MOTION
 LH0754
 LH0754  HISTORY     - Date     Condition        Report By
 LH0754  HISTORY     - 1934     MONUMENTED       CGS
 LH0754  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0754
 LH0754                          STATION DESCRIPTION
 LH0754
 LH0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0754'4.1 MI E FROM HENDLEY.
 LH0754'ABOUT 4.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0754'RAILROAD FROM THE STATION AT HENDLEY, FURNAS COUNTY, ABOUT
 LH0754'2 POLES WEST OF MILEPOST 24, AT THE EAST END OF A FILL, AT A
 LH0754'ROAD CROSSING, 21 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 LH0754'AND 8 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED H 200
 LH0754'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0754
 LH0754                          STATION RECOVERY (1986)
 LH0754
 LH0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0754'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0340 ***********************************************************************
 LH0340  DESIGNATION -  H 201
 LH0340  PID         -  LH0340
 LH0340  STATE/COUNTY-  NE/FRANKLIN
 LH0340  USGS QUAD   -  FRANKLIN (1974)
 LH0340
 LH0340                         *CURRENT SURVEY CONTROL
 LH0340  ___________________________________________________________________
 LH0340* NAD 83(1986)-  40 00 09.     (N)    098 56 07.     (W)     SCALED    
 LH0340* NAVD 88     -       641.526  (meters)    2104.74   (feet)  ADJUSTED  
 LH0340  ___________________________________________________________________
 LH0340  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 LH0340  DYNAMIC HT  -         641.121 (meters)    2103.41  (feet)  COMP
 LH0340  MODELED GRAV-     979,973.5   (mgal)                       NAVD 88
 LH0340
 LH0340  VERT ORDER  -  SECOND    CLASS 0
 LH0340
 LH0340.The horizontal coordinates were scaled from a topographic map and have
 LH0340.an estimated accuracy of +/- 6 seconds.
 LH0340
 LH0340.The orthometric height was determined by differential leveling
 LH0340.and adjusted by the National Geodetic Survey in June 1991..
 LH0340
 LH0340.The geoid height was determined by GEOID03.
 LH0340
 LH0340.The dynamic height is computed by dividing the NAVD 88
 LH0340.geopotential number by the normal gravity value computed on the
 LH0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0340.degrees latitude (g = 980.6199 gals.).
 LH0340
 LH0340.The modeled gravity was interpolated from observed gravity values.
 LH0340
 LH0340;                    North         East    Units  Estimated Accuracy
 LH0340;SPC NE       -    19,340.      590,920.      MT  (+/- 180 meters Scaled)
 LH0340
 LH0340                          SUPERSEDED SURVEY CONTROL
 LH0340
 LH0340  NGVD 29 (??/??/92)  641.293  (m)         2103.98   (f) ADJ UNCH    2 0
 LH0340
 LH0340.Superseded values are not recommended for survey control.
 LH0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0340.See file dsdata.txt to determine how the superseded data were derived.
 LH0340
 LH0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK055280(NAD 83)
 LH0340_MARKER: DB = BENCH MARK DISK
 LH0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0340_STAMPING: H 201 1934
 LH0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0340+STABILITY: SURFACE MOTION
 LH0340
 LH0340  HISTORY     - Date     Condition        Report By
 LH0340  HISTORY     - 1934     MONUMENTED       NEGS
 LH0340  HISTORY     - 1941     GOOD             NGS
 LH0340
 LH0340                          STATION DESCRIPTION
 LH0340
 LH0340'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1934
 LH0340'6.3 MI S FROM FRANKLIN.
 LH0340'6.3 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO,
 LH0340'BURLINGTON AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN
 LH0340'COUNTY, 150 FEET NORTH OF THE NEBRASKA-KANSAS STATE LINE, AT
 LH0340'THE JUNCTION OF A ROAD LEADING WEST, 33 FEET NORTHWEST OF THE
 LH0340'CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH OF THE CENTER LINE
 LH0340'OF THE ROAD, AND 15 FEET NORTHWEST OF A MAILBOX BELONGING IN
 LH0340'1934 TO J.J. KING.  A STATE SURVEY STANDARD DISK, STAMPED H 201
 LH0340'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0340
 LH0340                          STATION RECOVERY (1941)
 LH0340
 LH0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LH0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0705 ***********************************************************************
 LH0705  DESIGNATION -  H 201 RESET
 LH0705  PID         -  LH0705
 LH0705  STATE/COUNTY-  NE/HARLAN
 LH0705  USGS QUAD   -  ALMA (1974)
 LH0705
 LH0705                         *CURRENT SURVEY CONTROL
 LH0705  ___________________________________________________________________
 LH0705* NAD 83(1986)-  40 00 48.     (N)    099 22 02.     (W)     SCALED    
 LH0705* NAVD 88     -       603.28   (+/-2cm)    1979.3    (feet)  VERTCON   
 LH0705  ___________________________________________________________________
 LH0705  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 LH0705
 LH0705  VERT ORDER  -  THIRD (See Below)
 LH0705
 LH0705.The horizontal coordinates were scaled from a topographic map and have
 LH0705.an estimated accuracy of +/- 6 seconds.
 LH0705
 LH0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0705.The vertical order pertains to the NGVD 29 superseded value.
 LH0705
 LH0705.The geoid height was determined by GEOID03.
 LH0705
 LH0705;                    North         East    Units  Estimated Accuracy
 LH0705;SPC NE       -    20,180.      554,020.      MT  (+/- 180 meters Scaled)
 LH0705
 LH0705                          SUPERSEDED SURVEY CONTROL
 LH0705
 LH0705  NGVD 29 (??/??/??)  603.03   (m)         1978.4    (f) RESET       3  
 LH0705
 LH0705.Superseded values are not recommended for survey control.
 LH0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0705.See file dsdata.txt to determine how the superseded data were derived.
 LH0705
 LH0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK686293(NAD 83)
 LH0705_MARKER: DB = BENCH MARK DISK
 LH0705_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH0705_SP_SET: BRIDGE ABUTMENT
 LH0705_STAMPING: H 201 1934 RESET 1953
 LH0705_MARK LOGO: CGS   
 LH0705_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0705
 LH0705  HISTORY     - Date     Condition        Report By
 LH0705  HISTORY     - 1953     MONUMENTED       USGS
 LH0705  HISTORY     - 19920219 GOOD             NEDR
 LH0705
 LH0705                          STATION DESCRIPTION
 LH0705
 LH0705'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LH0705'4.2 MI NE FROM WOODRUFF.
 LH0705'IN HARLAN COUNTY, NEBRASKA, 4.2 MILES NORTHEAST OF WOODRUFF,
 LH0705'PHILLIPS COUNTY, KANSAS, ON U.S. HIGHWAY 383, 0.8 MILE NORTH
 LH0705'OF THE NEBRASKA-KANSAS STATE LINE, AT A BRIDGE OVER PRAIRIE DOG
 LH0705'CREEK, AND IN THE TOP OF THE WEST WING WALL OF THE NORTH ABUTMENT.
 LH0705'A STANDARD DISK, STAMPED H 201 1934 RESET 1953.
 LH0705
 LH0705                          STATION RECOVERY (1992)
 LH0705
 LH0705'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 LH0705'MARK WAS RECOVERED IN GOOD CONDITION, BUT RESET DUE TO NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1510 ***********************************************************************
 LH1510  DESIGNATION -  H 201 RESET
 LH1510  PID         -  LH1510
 LH1510  STATE/COUNTY-  NE/HARLAN
 LH1510  USGS QUAD   -  ALMA (1974)
 LH1510
 LH1510                         *CURRENT SURVEY CONTROL
 LH1510  ___________________________________________________________________
 LH1510* NAD 83(1986)-  40 00 48.     (N)    099 22 01.     (W)     SCALED    
 LH1510* NAVD 88     -       607.20   (+/-2cm)    1992.1    (feet)  VERTCON   
 LH1510  ___________________________________________________________________
 LH1510  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 LH1510
 LH1510  VERT ORDER  -  THIRD (See Below)
 LH1510
 LH1510.The horizontal coordinates were scaled from a topographic map and have
 LH1510.an estimated accuracy of +/- 6 seconds.
 LH1510
 LH1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1510.The vertical order pertains to the NGVD 29 superseded value.
 LH1510
 LH1510.The geoid height was determined by GEOID03.
 LH1510
 LH1510;                    North         East    Units  Estimated Accuracy
 LH1510;SPC NE       -    20,190.      554,050.      MT  (+/- 180 meters Scaled)
 LH1510
 LH1510                          SUPERSEDED SURVEY CONTROL
 LH1510
 LH1510  NGVD 29 (08/02/06)  606.95   (m)         1991.3    (f) RESET       3  
 LH1510
 LH1510.Superseded values are not recommended for survey control.
 LH1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1510.See file dsdata.txt to determine how the superseded data were derived.
 LH1510
 LH1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK686293(NAD 83)
 LH1510_MARKER: DV = VERTICAL CONTROL DISK
 LH1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1510_SP_SET: CONCRETE POST
 LH1510_STAMPING: H 201 RESET 1992
 LH1510_MARK LOGO: NGS   
 LH1510_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1510+STABILITY: SURFACE MOTION
 LH1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1510+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LH1510
 LH1510  HISTORY     - Date     Condition        Report By
 LH1510  HISTORY     - 1992     MONUMENTED       NEDR
 LH1510
 LH1510                          STATION DESCRIPTION
 LH1510
 LH1510'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 LH1510'ABOUT 5.9 MI (9.5 KM) SOUTH FROM ALMA, 1.3 MI (2.1 KM) NORTH FROM THE
 LH1510'NEBRASKA-KANSAS STATE LINE, ON DEPARTMENT OF ROADS RIGHT-OF-WAY, AT A
 LH1510'WIDE TURN OUT AREA, USED AS A WEIGHT STATION, AND IN SEC28, T1N,
 LH1510'R18W.  FROM THE JUNCTION OF U.S. HIGHWAYS 136 AND 183, IN ALMA, GO
 LH1510'SOUTH ON HIGHWAY 183 FOR 5.9 MI (9.5 KM) TO THE TURN OUT AREA, A
 LH1510'COUNTY ROAD AND THE MARK ON THE LEFT IN THE SOUTHEAST CORNER OF THE
 LH1510'TURNOUT, IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 LH1510'THE GROUND SURFACE.  IT IS 158.0 FT (48.2 M) EAST FROM THE CENTERLINE
 LH1510'OF THE HIGHWAY, 93.0 FT (28.3 M) NORTH FROM THE CENTERLINE OF THE
 LH1510'COUNTY ROAD AND 224.0 FT (68.3 M) SOUTHEAST FROM THE SOUTHEAST CORNER
 LH1510'OF A CONCRETE SLAB USED TO SUPPORT TRUCK WEIGHING SCALES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0019 ***********************************************************************
 LG0019  DESIGNATION -  H 208
 LG0019  PID         -  LG0019
 LG0019  STATE/COUNTY-  NE/OTOE
 LG0019  USGS QUAD   -  SYRACUSE (1966)
 LG0019
 LG0019                         *CURRENT SURVEY CONTROL
 LG0019  ___________________________________________________________________
 LG0019* NAD 83(1986)-  40 40 04.     (N)    096 13 01.     (W)     SCALED    
 LG0019* NAVD 88     -       322.114  (meters)    1056.80   (feet)  ADJUSTED  
 LG0019  ___________________________________________________________________
 LG0019  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 LG0019  DYNAMIC HT  -         321.956 (meters)    1056.28  (feet)  COMP
 LG0019  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 LG0019
 LG0019  VERT ORDER  -  FIRST     CLASS II
 LG0019
 LG0019.The horizontal coordinates were scaled from a topographic map and have
 LG0019.an estimated accuracy of +/- 6 seconds.
 LG0019
 LG0019.The orthometric height was determined by differential leveling
 LG0019.and adjusted by the National Geodetic Survey in June 1991..
 LG0019
 LG0019.The geoid height was determined by GEOID03.
 LG0019
 LG0019.The dynamic height is computed by dividing the NAVD 88
 LG0019.geopotential number by the normal gravity value computed on the
 LG0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0019.degrees latitude (g = 980.6199 gals.).
 LG0019
 LG0019.The modeled gravity was interpolated from observed gravity values.
 LG0019
 LG0019;                    North         East    Units  Estimated Accuracy
 LG0019;SPC NE       -    99,640.      819,700.      MT  (+/- 180 meters Scaled)
 LG0019
 LG0019                          SUPERSEDED SURVEY CONTROL
 LG0019
 LG0019  NGVD 29 (??/??/92)  322.006  (m)         1056.45   (f) ADJ UNCH    1 2
 LG0019
 LG0019.Superseded values are not recommended for survey control.
 LG0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0019.See file dsdata.txt to determine how the superseded data were derived.
 LG0019
 LG0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL352056(NAD 83)
 LG0019_MARKER: DB = BENCH MARK DISK
 LG0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0019_SP_SET: BRIDGE
 LG0019_STAMPING: H 208 1940
 LG0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0019
 LG0019  HISTORY     - Date     Condition        Report By
 LG0019  HISTORY     - 1940     MONUMENTED       CGS
 LG0019  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0019
 LG0019                          STATION DESCRIPTION
 LG0019
 LG0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0019'3.2 MI SE FROM UNADILLA.
 LG0019'3.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0019'RAILROAD FROM THE STATION AT UNADILLA, OTOE COUNTY, 0.2 MILE
 LG0019'NORTHWEST OF MILEPOST 29, 340 FEET NORTH OF THE CENTERLINE OF
 LG0019'THE TRACK, OPPOSITE RAILROAD BRIDGE 29.26, AT A BRIDGE ON STATE
 LG0019'HIGHWAY 2, IN THE TOP FO THE SOUTHEAST WING WALL, AND 12.6 FEET
 LG0019'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LG0019'H 208 1940.
 LG0019
 LG0019                          STATION RECOVERY (1991)
 LG0019
 LG0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0019'THE BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 LG0019'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0413 ***********************************************************************
 LG0413  DESIGNATION -  H 209
 LG0413  PID         -  LG0413
 LG0413  STATE/COUNTY-  NE/SALINE
 LG0413  USGS QUAD   -  PLEASANT HILL (1964)
 LG0413
 LG0413                         *CURRENT SURVEY CONTROL
 LG0413  ___________________________________________________________________
 LG0413* NAD 83(1986)-  40 37 23.     (N)    097 00 32.     (W)     SCALED    
 LG0413* NAVD 88     -       429.168  (meters)    1408.03   (feet)  ADJUSTED  
 LG0413  ___________________________________________________________________
 LG0413  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 LG0413  DYNAMIC HT  -         428.945 (meters)    1407.30  (feet)  COMP
 LG0413  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 LG0413
 LG0413  VERT ORDER  -  FIRST     CLASS II
 LG0413
 LG0413.The horizontal coordinates were scaled from a topographic map and have
 LG0413.an estimated accuracy of +/- 6 seconds.
 LG0413
 LG0413.The orthometric height was determined by differential leveling
 LG0413.and adjusted by the National Geodetic Survey in June 1991..
 LG0413
 LG0413.The geoid height was determined by GEOID03.
 LG0413
 LG0413.The dynamic height is computed by dividing the NAVD 88
 LG0413.geopotential number by the normal gravity value computed on the
 LG0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0413.degrees latitude (g = 980.6199 gals.).
 LG0413
 LG0413.The modeled gravity was interpolated from observed gravity values.
 LG0413
 LG0413;                    North         East    Units  Estimated Accuracy
 LG0413;SPC NE       -    92,060.      752,980.      MT  (+/- 180 meters Scaled)
 LG0413
 LG0413                          SUPERSEDED SURVEY CONTROL
 LG0413
 LG0413  NGVD 29 (??/??/92)  429.03   (m)         1407.6    (f) COMPUTED    1 2
 LG0413
 LG0413.Superseded values are not recommended for survey control.
 LG0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0413.See file dsdata.txt to determine how the superseded data were derived.
 LG0413
 LG0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK684988(NAD 83)
 LG0413_MARKER: DB = BENCH MARK DISK
 LG0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0413_STAMPING: H 209 1940
 LG0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0413+STABILITY: SURFACE MOTION
 LG0413
 LG0413  HISTORY     - Date     Condition        Report By
 LG0413  HISTORY     - 1940     MONUMENTED       CGS
 LG0413
 LG0413                          STATION DESCRIPTION
 LG0413
 LG0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0413'2.5 MI W FROM CRETE.
 LG0413'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0413'FROM THE STATION AT CRETE, SALINE COUNTY, 86 FEET SOUTHEAST OF
 LG0413'SEMAPHORE 8216, 34 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 LG0413'3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LG0413'STAMPED H 209 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0413'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0232 ***********************************************************************
 NO0232  DESIGNATION -  H 21
 NO0232  PID         -  NO0232
 NO0232  STATE/COUNTY-  NE/CHERRY
 NO0232  USGS QUAD   -  SQUARE LAKE (1987)
 NO0232
 NO0232                         *CURRENT SURVEY CONTROL
 NO0232  ___________________________________________________________________
 NO0232* NAD 83(1986)-  42 25 33.     (N)    100 59 37.     (W)     SCALED    
 NO0232* NAVD 88     -       949.857  (meters)    3116.32   (feet)  ADJUSTED  
 NO0232  ___________________________________________________________________
 NO0232  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 NO0232  DYNAMIC HT  -         949.413 (meters)    3114.87  (feet)  COMP
 NO0232  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 NO0232
 NO0232  VERT ORDER  -  FIRST     CLASS II
 NO0232
 NO0232.The horizontal coordinates were scaled from a topographic map and have
 NO0232.an estimated accuracy of +/- 6 seconds.
 NO0232
 NO0232.The orthometric height was determined by differential leveling
 NO0232.and adjusted by the National Geodetic Survey in June 1991..
 NO0232
 NO0232.The geoid height was determined by GEOID03.
 NO0232
 NO0232.The dynamic height is computed by dividing the NAVD 88
 NO0232.geopotential number by the normal gravity value computed on the
 NO0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0232.degrees latitude (g = 980.6199 gals.).
 NO0232
 NO0232.The modeled gravity was interpolated from observed gravity values.
 NO0232
 NO0232;                    North         East    Units  Estimated Accuracy
 NO0232;SPC NE       -   288,320.      418,250.      MT  (+/- 180 meters Scaled)
 NO0232
 NO0232                          SUPERSEDED SURVEY CONTROL
 NO0232
 NO0232  NGVD 29 (02/14/92)  949.565  (m)         3115.36   (f) ADJUSTED    1 2
 NO0232
 NO0232.Superseded values are not recommended for survey control.
 NO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0232.See file dsdata.txt to determine how the superseded data were derived.
 NO0232
 NO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM359989(NAD 83)
 NO0232_MARKER: DB = BENCH MARK DISK
 NO0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0232_SP_SET: CONCRETE POST
 NO0232_STAMPING: H 21 1933 3115.305
 NO0232_MARK LOGO: CGS   
 NO0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0232+STABILITY: SURFACE MOTION
 NO0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0232+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1991
 NO0232
 NO0232  HISTORY     - Date     Condition        Report By
 NO0232  HISTORY     - 1933     MONUMENTED       CGS
 NO0232  HISTORY     - 1934     GOOD             NGS
 NO0232  HISTORY     - 1983     GOOD
 NO0232  HISTORY     - 19910811 GOOD             NGS
 NO0232
 NO0232                          STATION DESCRIPTION
 NO0232
 NO0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0232'29 MI N FROM MULLEN.
 NO0232'IN CHERRY COUNTY, 29.0 MILES NORTH ALONG A DIRT ROAD FROM MULLEN,
 NO0232'HOOKER COUNTY, AT A SECTION CORNER, 0.3 MILE NORTHWEST OF THE
 NO0232'W.B. SHERMAN RANCHOUSE, AT A TURN IN THE ROAD FROM NORTH TO
 NO0232'WEST, 45 FEET EAST OF THE ROAD, AND AT A PROPERTY LINE.  A STANDARD
 NO0232'DISK, STAMPED 3115.305 H 21 1933 AND SET IN THE TOP OF A CONCRETE
 NO0232'POST PROJECTING 1 FOOT ABOVE GROUND.  ABOUT 49.6 MI SW FROM THE
 NO0232'COURTHOUSE AT VALENTINE, CHERRY CO.
 NO0232
 NO0232                          STATION RECOVERY (1934)
 NO0232
 NO0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NO0232'RECOVERED IN GOOD CONDITION.
 NO0232
 NO0232                          STATION RECOVERY (1983)
 NO0232
 NO0232'RECOVERED 1983
 NO0232'APPROX 1/2 MILE EAST OF HWY. 97, THRU SHERMAN RANCH. 20' SOUTH OF A
 NO0232'N-S TREE CLAIM. 4' EAST OF A N-S FENCE.
 NO0232
 NO0232                          STATION RECOVERY (1991)
 NO0232
 NO0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0232'45.5 KM (28.25 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0232'OF STATE HIGHWAY 2 IN MULLEN, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG
 NO0232'THE SHERMAN RANCH ENTRANCE ROAD, THENCE 1.1 KM (0.70 MI)
 NO0232'SOUTHEASTERLY ALONG A TRACK ROAD, 42.5 M (139.4 FT) NORTH OF A
 NO0232'UTILITY POLE, 18.4 M (60.4 FT) EAST OF THE ROAD CENTER, 8.8 M (28.9
 NO0232'FT) SOUTH OF THE MOST SOUTHWESTERLY TREE IN A GROVE, 1.0 M (3.3 FT)
 NO0232'EAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M
 NO0232'(0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 NO0232'OWNED BY RICH SHERMAN, HC 1, BOX 17, MULLEN, NE 69152, TELEPHONE
 NO0232'NUMBER (308) 546-2621.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1228 ***********************************************************************
 MK1228  DESIGNATION -  H 210
 MK1228  PID         -  MK1228
 MK1228  STATE/COUNTY-  NE/PLATTE
 MK1228  USGS QUAD   -  DUNCAN (1976)
 MK1228
 MK1228                         *CURRENT SURVEY CONTROL
 MK1228  ___________________________________________________________________
 MK1228* NAD 83(1986)-  41 25 44.     (N)    097 22 58.     (W)     SCALED    
 MK1228* NAVD 88     -       441.892  (meters)    1449.77   (feet)  ADJUSTED  
 MK1228  ___________________________________________________________________
 MK1228  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 MK1228  DYNAMIC HT  -         441.699 (meters)    1449.14  (feet)  COMP
 MK1228  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 MK1228
 MK1228  VERT ORDER  -  FIRST     CLASS II
 MK1228
 MK1228.The horizontal coordinates were scaled from a topographic map and have
 MK1228.an estimated accuracy of +/- 6 seconds.
 MK1228
 MK1228.The orthometric height was determined by differential leveling
 MK1228.and adjusted by the National Geodetic Survey in June 1991..
 MK1228
 MK1228.The geoid height was determined by GEOID03.
 MK1228
 MK1228.The dynamic height is computed by dividing the NAVD 88
 MK1228.geopotential number by the normal gravity value computed on the
 MK1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1228.degrees latitude (g = 980.6199 gals.).
 MK1228
 MK1228.The modeled gravity was interpolated from observed gravity values.
 MK1228
 MK1228;                    North         East    Units  Estimated Accuracy
 MK1228;SPC NE       -   180,460.      718,660.      MT  (+/- 180 meters Scaled)
 MK1228
 MK1228                          SUPERSEDED SURVEY CONTROL
 MK1228
 MK1228  NGVD 29 (??/??/92)  441.707  (m)         1449.17   (f) ADJ UNCH    1 2
 MK1228
 MK1228.Superseded values are not recommended for survey control.
 MK1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1228.See file dsdata.txt to determine how the superseded data were derived.
 MK1228
 MK1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL351876(NAD 83)
 MK1228_MARKER: DB = BENCH MARK DISK
 MK1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1228_STAMPING: H 210 1940
 MK1228_MARK LOGO: CGS   
 MK1228_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1228+STABILITY: SURFACE MOTION
 MK1228
 MK1228  HISTORY     - Date     Condition        Report By
 MK1228  HISTORY     - 1940     MONUMENTED       CGS
 MK1228  HISTORY     - 1957     MARK NOT FOUND   NGS
 MK1228  HISTORY     - 19910403 GOOD             NEDR
 MK1228
 MK1228                          STATION DESCRIPTION
 MK1228
 MK1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1228'1.4 MI NW FROM COLUMBUS.
 MK1228'ON RIGHT-OF-WAY OF UNION PACIFIC RR.  AT THE END OF RAILROAD
 MK1228'Y TRACKS.  62 FEET SOUTHWEST OF SECTION POST MARKED 115-35.
 MK1228'47.5 FEET WEST OF CENTER LINE OF TRACK.  39 FEET WEST OF SWITCH
 MK1228'STAND.  3.0 FEET SOUTH OF 4 X 4 INCH WHITE WOODEN POST PROJECTING
 MK1228'2.0 FEET.
 MK1228
 MK1228                          STATION RECOVERY (1957)
 MK1228
 MK1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK1228'MARK NOT FOUND.
 MK1228
 MK1228                          STATION RECOVERY (1991)
 MK1228
 MK1228'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MK1228'1.4 MI (2.3 KM) NORTH ALONG THE UNION PACIFIC RAILROAD, FROM THE
 MK1228'STATION IN COLUMBUS, AT THE END OF A WYE, 52.5 FT (16.0 M) SOUTH FROM
 MK1228'A CONCRETE GATE POST, 47.5 FT (14.5 M) WEST FROM THE CENTERLINE OF THE
 MK1228'TRACK, 39 FT (11.9 M) WEST FROM A SWITCH STAND, 3 FT (0.9 M) SOUTH
 MK1228'FROM A FIBERGLASS WITNESS POST AND SET INTO THE TOP OF A CONCRETE POST
 MK1228'THAT PROJECTS 0.5 FT (15.2 CM) ABOVE THE GROUND.  ALTERNATE LOCATION,
 MK1228'FROM THE JUNCTION OF MUNROE AVENUE AND 11TH STREET, GO NORTH ON MUNROE
 MK1228'AVENUE FOR 0.1 MI (0.2 KM) TO THE MARK, 265 FT (80.8 M) EAST OF THE
 MK1228'CENTERLINE OF GRAVEL STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1231 ***********************************************************************
 MK1231  DESIGNATION -  H 211
 MK1231  PID         -  MK1231
 MK1231  STATE/COUNTY-  NE/PLATTE
 MK1231  USGS QUAD   -  COLUMBUS (1976)
 MK1231
 MK1231                         *CURRENT SURVEY CONTROL
 MK1231  ___________________________________________________________________
 MK1231* NAD 83(1986)-  41 25 47.     (N)    097 21 30.     (W)     SCALED    
 MK1231* NAVD 88     -       441.992  (meters)    1450.10   (feet)  ADJUSTED  
 MK1231  ___________________________________________________________________
 MK1231  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 MK1231  DYNAMIC HT  -         441.799 (meters)    1449.47  (feet)  COMP
 MK1231  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 MK1231
 MK1231  VERT ORDER  -  FIRST     CLASS II
 MK1231
 MK1231.The horizontal coordinates were scaled from a topographic map and have
 MK1231.an estimated accuracy of +/- 6 seconds.
 MK1231
 MK1231.The orthometric height was determined by differential leveling
 MK1231.and adjusted by the National Geodetic Survey in June 1991..
 MK1231
 MK1231.The geoid height was determined by GEOID03.
 MK1231
 MK1231.The dynamic height is computed by dividing the NAVD 88
 MK1231.geopotential number by the normal gravity value computed on the
 MK1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1231.degrees latitude (g = 980.6199 gals.).
 MK1231
 MK1231.The modeled gravity was interpolated from observed gravity values.
 MK1231
 MK1231;                    North         East    Units  Estimated Accuracy
 MK1231;SPC NE       -   180,610.      720,700.      MT  (+/- 180 meters Scaled)
 MK1231
 MK1231                          SUPERSEDED SURVEY CONTROL
 MK1231
 MK1231  NGVD 29 (??/??/92)  441.803  (m)         1449.48   (f) ADJ UNCH    1 2
 MK1231
 MK1231.Superseded values are not recommended for survey control.
 MK1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1231.See file dsdata.txt to determine how the superseded data were derived.
 MK1231
 MK1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL371877(NAD 83)
 MK1231_MARKER: DB = BENCH MARK DISK
 MK1231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1231_SP_SET: WALL
 MK1231_STAMPING: H 211 1940
 MK1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1231
 MK1231  HISTORY     - Date     Condition        Report By
 MK1231  HISTORY     - 1940     MONUMENTED       CGS
 MK1231  HISTORY     - 20030409 MARK NOT FOUND   NGS
 MK1231
 MK1231                          STATION DESCRIPTION
 MK1231
 MK1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1231'AT COLUMBUS.
 MK1231'BENCH MARK IS LOCATED IN POST OFFICE, 99.5 FEET SOUTHWEST OF
 MK1231'CENTER OF INTERSECTION OF FOURTEENTH STREET AND TWENTY FIFTH
 MK1231'AVENUE, 87.8 FEET SOUTH OF CENTERLINE OF FOURTEENTH STREET, 48.7
 MK1231'FEET WEST OF CENTERLINE OF TWENTY FIFTH AVENUE, MARK IS SET
 MK1231'FLUSH AND HORIZONTALLY IN TOP OF NORTH STONE WALL BORDERING
 MK1231'FIRST LANDING OF STEPS WHICH LEAD TO MAIN ENTRANCE.  NO 4X4 INCH
 MK1231'POST WAS SET BECAUSE POST OFFICE SERVES AS LANDMARK.
 MK1231
 MK1231                          STATION RECOVERY (2003)
 MK1231
 MK1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 MK1231'SITE OF BENCHMARK IS NOW PARKING LOT FOR COLUMBUS PUBLIC LIBRARY AND
 MK1231'OTHER DOWNTOWN STORES.  NO EVIDENCE OF THE BENCHMARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1223 ***********************************************************************
 NM1223  DESIGNATION -  H 212
 NM1223  PID         -  NM1223
 NM1223  STATE/COUNTY-  NE/MADISON
 NM1223  USGS QUAD   -  NORFOLK (1976)
 NM1223
 NM1223                         *CURRENT SURVEY CONTROL
 NM1223  ___________________________________________________________________
 NM1223* NAD 83(1986)-  42 00 50.     (N)    097 26 04.     (W)     SCALED    
 NM1223* NAVD 88     -       463.639  (meters)    1521.12   (feet)  ADJUSTED  
 NM1223  ___________________________________________________________________
 NM1223  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 NM1223  DYNAMIC HT  -         463.456 (meters)    1520.52  (feet)  COMP
 NM1223  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 NM1223
 NM1223  VERT ORDER  -  FIRST     CLASS II
 NM1223
 NM1223.The horizontal coordinates were scaled from a topographic map and have
 NM1223.an estimated accuracy of +/- 6 seconds.
 NM1223
 NM1223.The orthometric height was determined by differential leveling
 NM1223.and adjusted by the National Geodetic Survey in June 1991..
 NM1223
 NM1223.The geoid height was determined by GEOID03.
 NM1223
 NM1223.The dynamic height is computed by dividing the NAVD 88
 NM1223.geopotential number by the normal gravity value computed on the
 NM1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1223.degrees latitude (g = 980.6199 gals.).
 NM1223
 NM1223.The modeled gravity was interpolated from observed gravity values.
 NM1223
 NM1223;                    North         East    Units  Estimated Accuracy
 NM1223;SPC NE       -   245,250.      712,420.      MT  (+/- 180 meters Scaled)
 NM1223
 NM1223                          SUPERSEDED SURVEY CONTROL
 NM1223
 NM1223  NGVD 29 (??/??/92)  463.460  (m)         1520.54   (f) ADJ UNCH    1 2
 NM1223
 NM1223.Superseded values are not recommended for survey control.
 NM1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1223.See file dsdata.txt to determine how the superseded data were derived.
 NM1223
 NM1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM296525(NAD 83)
 NM1223_MARKER: DB = BENCH MARK DISK
 NM1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1223_STAMPING: H 212 1940
 NM1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1223+STABILITY: SURFACE MOTION
 NM1223
 NM1223  HISTORY     - Date     Condition        Report By
 NM1223  HISTORY     - 1940     MONUMENTED       CGS
 NM1223  HISTORY     - 1940     GOOD             NGS
 NM1223  HISTORY     - 1972     GOOD             LOCSUR
 NM1223
 NM1223                          STATION DESCRIPTION
 NM1223
 NM1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1223'1.5 MI S FROM NORFOLK.
 NM1223'1.5 MI S ALONG THE UNION PACIFIC RR FROM THE STATION AT NORFOLK,
 NM1223'MADISON COUNTY, AT THE CROSSING OF THE CHICAGO AND NORTH WESTERN
 NM1223'RAILWAY, 36 FT E OF THE CENTER LINE OF THE UPRR TRACK, 48 FT N
 NM1223'OF THE CENTER LINE OF THE C AND NW RY. TRACK, IN LINE WITH A ROW
 NM1223'OF POLES, 4.4 FT W OF A POLE, AND 3 FT E OF A WHITE WOODEN
 NM1223'WITNESS POST.  A STANDARD DISK, STAMPED H 212 1940 AND SET IN THE
 NM1223'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 NM1223
 NM1223                          STATION RECOVERY (1940)
 NM1223
 NM1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 NM1223'RECOVERED IN GOOD CONDITION.
 NM1223
 NM1223                          STATION RECOVERY (1972)
 NM1223
 NM1223'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 NM1223'WITNESS POST GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1130 ***********************************************************************
 MK1130  DESIGNATION -  H 213
 MK1130  PID         -  MK1130
 MK1130  STATE/COUNTY-  NE/PLATTE
 MK1130  USGS QUAD   -  HUMPHREY (1976)
 MK1130
 MK1130                         *CURRENT SURVEY CONTROL
 MK1130  ___________________________________________________________________
 MK1130* NAD 83(1986)-  41 42 57.     (N)    097 29 07.     (W)     SCALED    
 MK1130* NAVD 88     -       498.132  (meters)    1634.29   (feet)  ADJUSTED  
 MK1130  ___________________________________________________________________
 MK1130  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 MK1130  DYNAMIC HT  -         497.919 (meters)    1633.59  (feet)  COMP
 MK1130  MODELED GRAV-     980,180.0   (mgal)                       NAVD 88
 MK1130
 MK1130  VERT ORDER  -  FIRST     CLASS II
 MK1130
 MK1130.The horizontal coordinates were scaled from a topographic map and have
 MK1130.an estimated accuracy of +/- 6 seconds.
 MK1130
 MK1130.The orthometric height was determined by differential leveling
 MK1130.and adjusted by the National Geodetic Survey in June 1991..
 MK1130
 MK1130.The geoid height was determined by GEOID03.
 MK1130
 MK1130.The dynamic height is computed by dividing the NAVD 88
 MK1130.geopotential number by the normal gravity value computed on the
 MK1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1130.degrees latitude (g = 980.6199 gals.).
 MK1130
 MK1130.The modeled gravity was interpolated from observed gravity values.
 MK1130
 MK1130;                    North         East    Units  Estimated Accuracy
 MK1130;SPC NE       -   212,050.      709,170.      MT  (+/- 180 meters Scaled)
 MK1130
 MK1130                          SUPERSEDED SURVEY CONTROL
 MK1130
 MK1130  NGVD 29 (??/??/92)  497.941  (m)         1633.66   (f) ADJ UNCH    1 2
 MK1130
 MK1130.Superseded values are not recommended for survey control.
 MK1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1130.See file dsdata.txt to determine how the superseded data were derived.
 MK1130
 MK1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM260193(NAD 83)
 MK1130_MARKER: DB = BENCH MARK DISK
 MK1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1130_STAMPING: H 213 1940
 MK1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1130+STABILITY: SURFACE MOTION
 MK1130
 MK1130  HISTORY     - Date     Condition        Report By
 MK1130  HISTORY     - 1940     MONUMENTED       CGS
 MK1130
 MK1130                          STATION DESCRIPTION
 MK1130
 MK1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1130'1.6 MI N FROM HUMPHREY.
 MK1130'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 350
 MK1130'FEET NORTH OF CENTER OF INTERSECTION OF PRIVATE ROAD AND TRACK,
 MK1130'48.5 FEET EAST OF CENTERLINE OF TRACK, 3.0 FEET NORTH OF 4 X 4
 MK1130'INCH WHITE WOODEN POST PROJECTING 2.0 FEET, 1.5 FEET WEST OF
 MK1130'RIGHT-OF-WAY FENCE, AT SOUTH END OF SMALL CUT.  MONUMENT PROJECTS
 MK1130'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1124 ***********************************************************************
 MK1124  DESIGNATION -  H 214
 MK1124  PID         -  MK1124
 MK1124  STATE/COUNTY-  NE/PLATTE
 MK1124  USGS QUAD   -  HUMPHREY (1976)
 MK1124
 MK1124                         *CURRENT SURVEY CONTROL
 MK1124  ___________________________________________________________________
 MK1124* NAD 83(1986)-  41 39 51.     (N)    097 29 29.     (W)     SCALED    
 MK1124* NAVD 88     -       509.380  (meters)    1671.19   (feet)  ADJUSTED  
 MK1124  ___________________________________________________________________
 MK1124  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 MK1124  DYNAMIC HT  -         509.158 (meters)    1670.46  (feet)  COMP
 MK1124  MODELED GRAV-     980,170.7   (mgal)                       NAVD 88
 MK1124
 MK1124  VERT ORDER  -  FIRST     CLASS II
 MK1124
 MK1124.The horizontal coordinates were scaled from a topographic map and have
 MK1124.an estimated accuracy of +/- 6 seconds.
 MK1124
 MK1124.The orthometric height was determined by differential leveling
 MK1124.and adjusted by the National Geodetic Survey in June 1991..
 MK1124
 MK1124.The geoid height was determined by GEOID03.
 MK1124
 MK1124.The dynamic height is computed by dividing the NAVD 88
 MK1124.geopotential number by the normal gravity value computed on the
 MK1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1124.degrees latitude (g = 980.6199 gals.).
 MK1124
 MK1124.The modeled gravity was interpolated from observed gravity values.
 MK1124
 MK1124;                    North         East    Units  Estimated Accuracy
 MK1124;SPC NE       -   206,300.      708,830.      MT  (+/- 180 meters Scaled)
 MK1124
 MK1124                          SUPERSEDED SURVEY CONTROL
 MK1124
 MK1124  NGVD 29 (??/??/92)  509.184  (m)         1670.55   (f) ADJ UNCH    1 2
 MK1124
 MK1124.Superseded values are not recommended for survey control.
 MK1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1124.See file dsdata.txt to determine how the superseded data were derived.
 MK1124
 MK1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM255135(NAD 83)
 MK1124_MARKER: DB = BENCH MARK DISK
 MK1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1124_STAMPING: H 214 1940
 MK1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1124+STABILITY: SURFACE MOTION
 MK1124
 MK1124  HISTORY     - Date     Condition        Report By
 MK1124  HISTORY     - 1940     MONUMENTED       CGS
 MK1124
 MK1124                          STATION DESCRIPTION
 MK1124
 MK1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1124'2.6 MI S FROM HUMPHREY.
 MK1124'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 152
 MK1124'FEET NORTH OF THE ONE HALF SECTION EAST-WEST FENCE, 40.5 FEET
 MK1124'EAST OF THE CENTERLINE OF TRACK, 9.5 FEET WEST OF RIGHT-OF-WAY
 MK1124'FENCE, 4.0 FEET SOUTH OF TELEPHONE POLE, 3.0 FEET EAST OF 4 X 4
 MK1124'INCH WHITE WOODEN POST PROJECTING 2.0 FEET, AT THE NORTH END OF
 MK1124'SMALL RAILROAD CUT.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0534 ***********************************************************************
 LF0534  DESIGNATION -  H 215
 LF0534  PID         -  LF0534
 LF0534  STATE/COUNTY-  NE/RICHARDSON
 LF0534  USGS QUAD   -  SALEM (1965)
 LF0534
 LF0534                         *CURRENT SURVEY CONTROL
 LF0534  ___________________________________________________________________
 LF0534* NAD 83(1986)-  40 03 32.     (N)    095 39 09.     (W)     SCALED    
 LF0534* NAVD 88     -       273.518  (meters)     897.37   (feet)  ADJUSTED  
 LF0534  ___________________________________________________________________
 LF0534  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LF0534  DYNAMIC HT  -         273.365 (meters)     896.87  (feet)  COMP
 LF0534  MODELED GRAV-     980,059.8   (mgal)                       NAVD 88
 LF0534
 LF0534  VERT ORDER  -  SECOND    CLASS 0
 LF0534
 LF0534.The horizontal coordinates were scaled from a topographic map and have
 LF0534.an estimated accuracy of +/- 6 seconds.
 LF0534
 LF0534.The orthometric height was determined by differential leveling
 LF0534.and adjusted by the National Geodetic Survey in June 1991..
 LF0534
 LF0534.The geoid height was determined by GEOID03.
 LF0534
 LF0534.The dynamic height is computed by dividing the NAVD 88
 LF0534.geopotential number by the normal gravity value computed on the
 LF0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0534.degrees latitude (g = 980.6199 gals.).
 LF0534
 LF0534.The modeled gravity was interpolated from observed gravity values.
 LF0534
 LF0534;                    North         East    Units  Estimated Accuracy
 LF0534;SPC NE       -    34,370.      870,770.      MT  (+/- 180 meters Scaled)
 LF0534
 LF0534                          SUPERSEDED SURVEY CONTROL
 LF0534
 LF0534  NGVD 29 (??/??/92)  273.437  (m)          897.10   (f) ADJ UNCH    2 0
 LF0534
 LF0534.Superseded values are not recommended for survey control.
 LF0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0534.See file dsdata.txt to determine how the superseded data were derived.
 LF0534
 LF0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE737376(NAD 83)
 LF0534_MARKER: DB = BENCH MARK DISK
 LF0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0534_STAMPING: H 215 1945
 LF0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0534+STABILITY: SURFACE MOTION
 LF0534
 LF0534  HISTORY     - Date     Condition        Report By
 LF0534  HISTORY     - 1945     MONUMENTED       CGS
 LF0534
 LF0534                          STATION DESCRIPTION
 LF0534
 LF0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0534'2.7 MI W FROM FALLS CITY.
 LF0534'2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0534'FROM THE STATION AT FALLS CITY, AT A ROAD CROSSING, 84.5 FEET
 LF0534'NORTH OF THE CENTERLINE OF THE TRACK, 45 FEET WEST OF THE
 LF0534'CENTERLINE OF THE ROAD, 14 FEET NORTHEAST OF A POLE, 2 FEET
 LF0534'SOUTH OF A FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 LF0534'AND ABOUT 4 FEET LOWER THAN THE TRACK.  AN IRON BENCH MARK
 LF0534'DISK, STAMPED H 215 1945 AND SET IN THE TOP OF A CONCRETE POST
 LF0534'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0051 ***********************************************************************
 NN0051  DESIGNATION -  H 216
 NN0051  PID         -  NN0051
 NN0051  STATE/COUNTY-  NE/BOYD
 NN0051  USGS QUAD   -  MONOWI (1950)
 NN0051
 NN0051                         *CURRENT SURVEY CONTROL
 NN0051  ___________________________________________________________________
 NN0051* NAD 83(1986)-  42 49 46.     (N)    098 22 08.     (W)     SCALED    
 NN0051* NAVD 88     -       411.848  (meters)    1351.20   (feet)  ADJUSTED  
 NN0051  ___________________________________________________________________
 NN0051  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 NN0051  DYNAMIC HT  -         411.711 (meters)    1350.76  (feet)  COMP
 NN0051  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 NN0051
 NN0051  VERT ORDER  -  SECOND    CLASS 0
 NN0051
 NN0051.The horizontal coordinates were scaled from a topographic map and have
 NN0051.an estimated accuracy of +/- 6 seconds.
 NN0051
 NN0051.The orthometric height was determined by differential leveling
 NN0051.and adjusted by the National Geodetic Survey in June 1991..
 NN0051
 NN0051.The geoid height was determined by GEOID03.
 NN0051
 NN0051.The dynamic height is computed by dividing the NAVD 88
 NN0051.geopotential number by the normal gravity value computed on the
 NN0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0051.degrees latitude (g = 980.6199 gals.).
 NN0051
 NN0051.The modeled gravity was interpolated from observed gravity values.
 NN0051
 NN0051;                    North         East    Units  Estimated Accuracy
 NN0051;SPC NE       -   333,930.      633,350.      MT  (+/- 180 meters Scaled)
 NN0051
 NN0051                          SUPERSEDED SURVEY CONTROL
 NN0051
 NN0051  NGVD 29 (??/??/92)  411.582  (m)         1350.33   (f) ADJ UNCH    2 0
 NN0051
 NN0051.Superseded values are not recommended for survey control.
 NN0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0051.See file dsdata.txt to determine how the superseded data were derived.
 NN0051
 NN0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN515420(NAD 83)
 NN0051_MARKER: DB = BENCH MARK DISK
 NN0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0051_STAMPING: H 216 1946
 NN0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0051+STABILITY: SURFACE MOTION
 NN0051
 NN0051  HISTORY     - Date     Condition        Report By
 NN0051  HISTORY     - 1946     MONUMENTED       CGS
 NN0051
 NN0051                          STATION DESCRIPTION
 NN0051
 NN0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0051'2 MI W FROM MONOWI.
 NN0051'ABOUT 2.0 MILES WEST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NN0051'FROM THE STATION AT MONOWI, AT A ROAD CROSSING ABOUT 6 POLES
 NN0051'WEST OF MILE POST 83, 48.0 FEET NORTH OF AND ABOUT 1.0 FOOT
 NN0051'HIGHER THAN THE CENTER LINE OF THE TRACK, 40.0 FEET WEST OF THE
 NN0051'CENTER LINE OF THE ROAD, 5.5 FEET SOUTHWEST OF A FENCE CORNER,
 NN0051'1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT EAST OF A 4 IN X 4 IN
 NN0051'MARKER POST.  A BRONZE DISK STAMPED H 216 1946 SET IN THE TOP
 NN0051'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0767 ***********************************************************************
 LF0767  DESIGNATION -  H 216
 LF0767  PID         -  LF0767
 LF0767  STATE/COUNTY-  NE/RICHARDSON
 LF0767  USGS QUAD   -  DAWSON (1965)
 LF0767
 LF0767                         *CURRENT SURVEY CONTROL
 LF0767  ___________________________________________________________________
 LF0767* NAD 83(1986)-  40 08 44.     (N)    095 48 11.     (W)     SCALED    
 LF0767* NAVD 88     -       336.143  (meters)    1102.83   (feet)  ADJUSTED  
 LF0767  ___________________________________________________________________
 LF0767  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LF0767  DYNAMIC HT  -         335.954 (meters)    1102.21  (feet)  COMP
 LF0767  MODELED GRAV-     980,054.8   (mgal)                       NAVD 88
 LF0767
 LF0767  VERT ORDER  -  SECOND    CLASS 0
 LF0767
 LF0767.The horizontal coordinates were scaled from a topographic map and have
 LF0767.an estimated accuracy of +/- 6 seconds.
 LF0767
 LF0767.The orthometric height was determined by differential leveling
 LF0767.and adjusted by the National Geodetic Survey in June 1991..
 LF0767
 LF0767.The geoid height was determined by GEOID03.
 LF0767
 LF0767.The dynamic height is computed by dividing the NAVD 88
 LF0767.geopotential number by the normal gravity value computed on the
 LF0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0767.degrees latitude (g = 980.6199 gals.).
 LF0767
 LF0767.The modeled gravity was interpolated from observed gravity values.
 LF0767
 LF0767;                    North         East    Units  Estimated Accuracy
 LF0767;SPC NE       -    43,350.      857,470.      MT  (+/- 180 meters Scaled)
 LF0767
 LF0767                          SUPERSEDED SURVEY CONTROL
 LF0767
 LF0767  NGVD 29 (??/??/92)  336.056  (m)         1102.54   (f) ADJ UNCH    2 0
 LF0767
 LF0767.Superseded values are not recommended for survey control.
 LF0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0767.See file dsdata.txt to determine how the superseded data were derived.
 LF0767
 LF0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE612476(NAD 83)
 LF0767_MARKER: DB = BENCH MARK DISK
 LF0767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0767_SP_SET: CULVERT
 LF0767_STAMPING: H 216 1945
 LF0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0767
 LF0767  HISTORY     - Date     Condition        Report By
 LF0767  HISTORY     - 1945     MONUMENTED       CGS
 LF0767  HISTORY     - 1981     GOOD             LOCSUR
 LF0767
 LF0767                          STATION DESCRIPTION
 LF0767
 LF0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0767'3.3 MI NE FROM DAWSON.
 LF0767'3.3 MILES NORTHEAST OF DAWSON, RICHARDSON COUNTY.  THIS BENCH
 LF0767'MARK MAY BE REACHED FROM THE STATION BY GOING 1.1 MILES SOUTHEAST
 LF0767'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TO BRIDGE
 LF0767'32.24, THENCE 0.2 MILE NORTH THROUGH A BARNYARD TO A DIRT ROAD,
 LF0767'THENCE 0.1 MILE EAST, 0.7 MILE NORTH, 0.2 MILE EAST, AND 1.0
 LF0767'MILE NORTH ALONG THE DIRT ROAD.  IT IS AT THE INTERSECTION
 LF0767'OF STATE HIGHWAY 73, 51 FEET EAST OF POLE 3917, 34 FEET NORTH
 LF0767'OF THE CENTERLINE OF THE HIGHWAY, 29 FEET EAST OF THE CENTERLINE
 LF0767'OF THE DIRT ROAD, AT A CONCRETE CULVERT UNDER THE HIGHWAY,
 LF0767'IN THE TOP OF THE NORTH HEADWALL, AND ABOUT 3 FEET LOWER THAN
 LF0767'THE HIGHWAY.  AN IRON BENCH-MARK DISK, STAMPED H 216 1945.
 LF0767
 LF0767                          STATION RECOVERY (1981)
 LF0767
 LF0767'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0768 ***********************************************************************
 LF0768  DESIGNATION -  H 216 RESET
 LF0768  PID         -  LF0768
 LF0768  STATE/COUNTY-  NE/RICHARDSON
 LF0768  USGS QUAD   -  DAWSON (1965)
 LF0768
 LF0768                         *CURRENT SURVEY CONTROL
 LF0768  ___________________________________________________________________
 LF0768* NAD 83(1986)-  40 08 45.     (N)    095 48 10.     (W)     SCALED    
 LF0768* NAVD 88     -       336.41   (+/-2cm)    1103.7    (feet)  VERTCON   
 LF0768  ___________________________________________________________________
 LF0768  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LF0768
 LF0768  VERT ORDER  -  THIRD (See Below)
 LF0768
 LF0768.The horizontal coordinates were scaled from a topographic map and have
 LF0768.an estimated accuracy of +/- 6 seconds.
 LF0768
 LF0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0768.The vertical order pertains to the NGVD 29 superseded value.
 LF0768
 LF0768.The geoid height was determined by GEOID03.
 LF0768
 LF0768;                    North         East    Units  Estimated Accuracy
 LF0768;SPC NE       -    43,380.      857,490.      MT  (+/- 180 meters Scaled)
 LF0768
 LF0768                          SUPERSEDED SURVEY CONTROL
 LF0768
 LF0768  NGVD 29 (08/02/06)  336.32   (m)         1103.4    (f) RESET       3  
 LF0768
 LF0768.Superseded values are not recommended for survey control.
 LF0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0768.See file dsdata.txt to determine how the superseded data were derived.
 LF0768
 LF0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE612477(NAD 83)
 LF0768_MARKER: DB = BENCH MARK DISK
 LF0768_SETTING: 0 = UNSPECIFIED SETTING
 LF0768_STAMPING: H 216 RESET 1975
 LF0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0768
 LF0768  HISTORY     - Date     Condition        Report By
 LF0768  HISTORY     - 1975     MONUMENTED       NGS
 LF0768
 LF0768                          STATION DESCRIPTION
 LF0768
 LF0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LF0768'3.3 MI NE FROM DAWSON.
 LF0768'TO REACH THE BENCH MARK FROM THE JUNCTION OF U.S. HIGHWAYS
 LF0768'75 AND 73, ABOUT 1.0 MILE NORTH OF DAWSON, GO EAST ON HIGHWAY
 LF0768'73 FOR 1.5 MILES TO A CROSSROAD AND THE BENCH MARK ON THE LEFT,
 LF0768'IN THE NORTHWEST ANGLE OF THE INTERSECTION, 99.2 FEET NORTH OF
 LF0768'THE CENTER OF HIGHWAY 73, 73 FEET WEST OF A TELEPHONE JUNCTION
 LF0768'BOX, 33 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 6 INCHES
 LF0768'SOUTH OF A METAL WITNESS POST.  A 4-INCH CAST ALUMINUM BENCH
 LF0768'MARK, STAMPED H 216 RESET 1975 AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0183 ***********************************************************************
 NN0183  DESIGNATION -  H 217
 NN0183  PID         -  NN0183
 NN0183  STATE/COUNTY-  NE/HOLT
 NN0183  USGS QUAD   -  INMAN (1986)
 NN0183
 NN0183                         *CURRENT SURVEY CONTROL
 NN0183  ___________________________________________________________________
 NN0183* NAD 83(1986)-  42 23 38.     (N)    098 30 46.     (W)     SCALED    
 NN0183* NAVD 88     -       584.462  (meters)    1917.52   (feet)  ADJUSTED  
 NN0183  ___________________________________________________________________
 NN0183  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 NN0183  DYNAMIC HT  -         584.239 (meters)    1916.79  (feet)  COMP
 NN0183  MODELED GRAV-     980,220.1   (mgal)                       NAVD 88
 NN0183
 NN0183  VERT ORDER  -  FIRST     CLASS II
 NN0183
 NN0183.The horizontal coordinates were scaled from a topographic map and have
 NN0183.an estimated accuracy of +/- 6 seconds.
 NN0183
 NN0183.The orthometric height was determined by differential leveling
 NN0183.and adjusted by the National Geodetic Survey in June 1991..
 NN0183
 NN0183.The geoid height was determined by GEOID03.
 NN0183
 NN0183.The dynamic height is computed by dividing the NAVD 88
 NN0183.geopotential number by the normal gravity value computed on the
 NN0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0183.degrees latitude (g = 980.6199 gals.).
 NN0183
 NN0183.The modeled gravity was interpolated from observed gravity values.
 NN0183
 NN0183;                    North         East    Units  Estimated Accuracy
 NN0183;SPC NE       -   285,350.      622,420.      MT  (+/- 180 meters Scaled)
 NN0183
 NN0183                          SUPERSEDED SURVEY CONTROL
 NN0183
 NN0183  NGVD 29 (??/??/92)  584.265  (m)         1916.88   (f) ADJ UNCH    1 2
 NN0183
 NN0183.Superseded values are not recommended for survey control.
 NN0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0183.See file dsdata.txt to determine how the superseded data were derived.
 NN0183
 NN0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM401936(NAD 83)
 NN0183_MARKER: DB = BENCH MARK DISK
 NN0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0183_STAMPING: H 217 1946
 NN0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0183+STABILITY: SURFACE MOTION
 NN0183
 NN0183  HISTORY     - Date     Condition        Report By
 NN0183  HISTORY     - 1946     MONUMENTED       CGS
 NN0183  HISTORY     - 1985     GOOD             NEDR
 NN0183
 NN0183                          STATION DESCRIPTION
 NN0183
 NN0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0183'5.6 MI S FROM PAGE.
 NN0183'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0183'AT PAGE, HOLT COUNTY, THENCE 5.0 MILES WEST ALONG A GRADED DIRT
 NN0183'ROAD, 0.1 MILE WEST OF THE SOUTH END OF A NORTH-AND-SOUTH JOG
 NN0183'IN THE ROAD, 116 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 NN0183'WOODEN BRIDGE, 157 FEET NORTHWEST ACROSS THE ROAD FROM A LARGE
 NN0183'COTTONWOOD TREE, 92 FEET EAST OF A POWER-TRANSMISSION LINE POLE,
 NN0183'34 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A
 NN0183'FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT
 NN0183'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED H 217 1946
 NN0183'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NN0183'GROUND.
 NN0183
 NN0183                          STATION RECOVERY (1985)
 NN0183
 NN0183'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 NN0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0289 ***********************************************************************
 NN0289  DESIGNATION -  H 218
 NN0289  PID         -  NN0289
 NN0289  STATE/COUNTY-  NE/BOYD
 NN0289  USGS QUAD   -  BUTTE NW (1951)
 NN0289
 NN0289                         *CURRENT SURVEY CONTROL
 NN0289  ___________________________________________________________________
 NN0289* NAD 83(1986)-  42 59 04.     (N)    098 52 48.     (W)     SCALED    
 NN0289* NAVD 88     -       572.557  (meters)    1878.46   (feet)  ADJUSTED  
 NN0289  ___________________________________________________________________
 NN0289  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 NN0289  DYNAMIC HT  -         572.345 (meters)    1877.77  (feet)  COMP
 NN0289  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 NN0289
 NN0289  VERT ORDER  -  SECOND    CLASS 0
 NN0289
 NN0289.The horizontal coordinates were scaled from a topographic map and have
 NN0289.an estimated accuracy of +/- 6 seconds.
 NN0289
 NN0289.The orthometric height was determined by differential leveling
 NN0289.and adjusted by the National Geodetic Survey in June 1991..
 NN0289
 NN0289.The geoid height was determined by GEOID03.
 NN0289
 NN0289.The dynamic height is computed by dividing the NAVD 88
 NN0289.geopotential number by the normal gravity value computed on the
 NN0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0289.degrees latitude (g = 980.6199 gals.).
 NN0289
 NN0289.The modeled gravity was interpolated from observed gravity values.
 NN0289
 NN0289;                    North         East    Units  Estimated Accuracy
 NN0289;SPC NE       -   350,490.      591,350.      MT  (+/- 180 meters Scaled)
 NN0289
 NN0289                          SUPERSEDED SURVEY CONTROL
 NN0289
 NN0289  NGVD 29 (??/??/92)  572.245  (m)         1877.44   (f) ADJ UNCH    2 0
 NN0289
 NN0289.Superseded values are not recommended for survey control.
 NN0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0289.See file dsdata.txt to determine how the superseded data were derived.
 NN0289
 NN0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN097590(NAD 83)
 NN0289_MARKER: DB = BENCH MARK DISK
 NN0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0289_STAMPING: H 218 1946
 NN0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0289+STABILITY: SURFACE MOTION
 NN0289
 NN0289  HISTORY     - Date     Condition        Report By
 NN0289  HISTORY     - 1946     MONUMENTED       CGS
 NN0289
 NN0289                          STATION DESCRIPTION
 NN0289
 NN0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0289'2.8 MI S FROM FAIRFAX.
 NN0289'IN BOYD COUNTY, NEBRASKA, 2.8 MILES SOUTH OF FAIRFAX, GREGORY
 NN0289'COUNTY, SOUTH DAKOTA.  THIS BENCH MARK MAY BE REACHED
 NN0289'FROM THE HIGH SCHOOL AT FAIRFAX BY GOING 0.1 MILE SOUTH ALONG
 NN0289'A GRAVEL ROAD, THENCE 2.7 MILES SOUTH ALONG U.S. HIGHWAY 281.
 NN0289'IT IS 150 YARDS EAST OF A FARMHOUSE, 107 FEET NORTH-NORTHEAST
 NN0289'OF THE EAST END OF A CORRUGATED-IRON CULVERT, 41 FEET EAST OF
 NN0289'THE CENTER LINE OF THE HIGHWAY, 5 FEET EAST OF A NORTH-AND-SOUTH
 NN0289'FENCE, 1 FOOT SOUTH OF AN EAST-AND-WEST FENCE, 1 FOOT WEST
 NN0289'OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 NN0289'THE HIGHWAY.  A STANDARD DISK, STAMPED H 218 1946 AND SET
 NN0289'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0331 ***********************************************************************
 NN0331  DESIGNATION -  H 219
 NN0331  PID         -  NN0331
 NN0331  STATE/COUNTY-  NE/HOLT
 NN0331  USGS QUAD   -  ATKINSON (1974)
 NN0331
 NN0331                         *CURRENT SURVEY CONTROL
 NN0331  ___________________________________________________________________
 NN0331* NAD 83(1986)-  42 30 58.     (N)    098 59 27.     (W)     SCALED    
 NN0331* NAVD 88     -       638.284  (meters)    2094.10   (feet)  ADJUSTED  
 NN0331  ___________________________________________________________________
 NN0331  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 NN0331  DYNAMIC HT  -         638.031 (meters)    2093.27  (feet)  COMP
 NN0331  MODELED GRAV-     980,203.4   (mgal)                       NAVD 88
 NN0331
 NN0331  VERT ORDER  -  FIRST     CLASS II
 NN0331
 NN0331.This mark is at Stuart-Atkinson Mun Airport (8V2)
 NN0331
 NN0331.The horizontal coordinates were scaled from a topographic map and have
 NN0331.an estimated accuracy of +/- 6 seconds.
 NN0331
 NN0331.The orthometric height was determined by differential leveling
 NN0331.and adjusted by the National Geodetic Survey in June 1991..
 NN0331
 NN0331.The geoid height was determined by GEOID03.
 NN0331
 NN0331.The dynamic height is computed by dividing the NAVD 88
 NN0331.geopotential number by the normal gravity value computed on the
 NN0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0331.degrees latitude (g = 980.6199 gals.).
 NN0331
 NN0331.The modeled gravity was interpolated from observed gravity values.
 NN0331
 NN0331;                    North         East    Units  Estimated Accuracy
 NN0331;SPC NE       -   298,360.      582,910.      MT  (+/- 180 meters Scaled)
 NN0331
 NN0331                          SUPERSEDED SURVEY CONTROL
 NN0331
 NN0331  NGVD 29 (??/??/92)  638.057  (m)         2093.36   (f) ADJ UNCH    1 2
 NN0331
 NN0331.Superseded values are not recommended for survey control.
 NN0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0331.See file dsdata.txt to determine how the superseded data were derived.
 NN0331
 NN0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN007070(NAD 83)
 NN0331_MARKER: DB = BENCH MARK DISK
 NN0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0331_STAMPING: H 219 1946
 NN0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0331+STABILITY: SURFACE MOTION
 NN0331
 NN0331  HISTORY     - Date     Condition        Report By
 NN0331  HISTORY     - 1946     MONUMENTED       CGS
 NN0331  HISTORY     - 1982     GOOD             LOCSUR
 NN0331
 NN0331                          STATION DESCRIPTION
 NN0331
 NN0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0331'0.8 MI W FROM ATKINSON.
 NN0331'0.8 MILE WEST, THENCE 0.9 MILE SOUTH ALONG GRAVEL ROADS FROM A
 NN0331'POINT TWO BLOCKS SOUTH OF THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0331'STATION AT ATKINSON, HOLT COUNTY, AT ATKINSON AIRPORT, AT THE
 NN0331'SOUTHEAST CORNER OF THE LANDING FIELD, AT THE JUNCTION OF A FARM
 NN0331'ROAD LEADING WEST, 38 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 NN0331'ROAD, 26 FEET NORTH OF THE CENTERLINE OF THE FARM ROAD, 1 FOOT
 NN0331'SOUTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN THE
 NN0331'GRAVEL ROAD.  A STANDARD DISK, STAMPED H 219 1946 AND SET IN THE
 NN0331'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0331
 NN0331                          STATION RECOVERY (1982)
 NN0331
 NN0331'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0196 ***********************************************************************
 MM0196  DESIGNATION -  H 22
 MM0196  PID         -  MM0196
 MM0196  STATE/COUNTY-  NE/HOOKER
 MM0196  USGS QUAD   -  DISMAL RIVER RANCH (1985)
 MM0196
 MM0196                         *CURRENT SURVEY CONTROL
 MM0196  ___________________________________________________________________
 MM0196* NAD 83(1986)-  41 47 35.     (N)    101 01 30.     (W)     SCALED    
 MM0196* NAVD 88     -      1010.601  (meters)    3315.61   (feet)  ADJUSTED  
 MM0196  ___________________________________________________________________
 MM0196  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 MM0196  DYNAMIC HT  -        1010.038 (meters)    3313.77  (feet)  COMP
 MM0196  MODELED GRAV-     980,031.1   (mgal)                       NAVD 88
 MM0196
 MM0196  VERT ORDER  -  FIRST     CLASS II
 MM0196
 MM0196.The horizontal coordinates were scaled from a topographic map and have
 MM0196.an estimated accuracy of +/- 6 seconds.
 MM0196
 MM0196.The orthometric height was determined by differential leveling
 MM0196.and adjusted by the National Geodetic Survey in June 1991..
 MM0196
 MM0196.The geoid height was determined by GEOID03.
 MM0196
 MM0196.The dynamic height is computed by dividing the NAVD 88
 MM0196.geopotential number by the normal gravity value computed on the
 MM0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0196.degrees latitude (g = 980.6199 gals.).
 MM0196
 MM0196.The modeled gravity was interpolated from observed gravity values.
 MM0196
 MM0196;                    North         East    Units  Estimated Accuracy
 MM0196;SPC NE       -   218,090.      414,830.      MT  (+/- 180 meters Scaled)
 MM0196
 MM0196                          SUPERSEDED SURVEY CONTROL
 MM0196
 MM0196  NGVD 29 (??/??/92) 1010.249  (m)         3314.46   (f) ADJ UNCH    1 2
 MM0196
 MM0196.Superseded values are not recommended for survey control.
 MM0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0196.See file dsdata.txt to determine how the superseded data were derived.
 MM0196
 MM0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM317287(NAD 83)
 MM0196_MARKER: DB = BENCH MARK DISK
 MM0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0196_STAMPING: 3314.459 H 22 1933
 MM0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0196+STABILITY: SURFACE MOTION
 MM0196
 MM0196  HISTORY     - Date     Condition        Report By
 MM0196  HISTORY     - 1933     MONUMENTED       CGS
 MM0196  HISTORY     - 1947     GOOD             NGS
 MM0196  HISTORY     - 1984     MARK NOT FOUND   USGS
 MM0196
 MM0196                          STATION DESCRIPTION
 MM0196
 MM0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0196'18.8 MI N FROM TRYON.
 MM0196'IN HOOKER COUNTY, 18.8 MILES NORTH ALONG THE 1948 ROUTE OF U.S.
 MM0196'HIGHWAY 83 FROM TRYON, MC PHERSON COUNTY, 18.8 MILES SOUTH OF
 MM0196'MULLEN, HOOKER COUNTY, MIDWAY BETWEEN THE TWO TOWNS, 4.4 MILES
 MM0196'SOUTH OF THE BRIDGE OVER DISMAL RIVER, 0.8 MILE SOUTH OF SHIMMINS
 MM0196'SCHOOL, AT A CURVE TO THE EAST, 75 FEET SOUTHWEST OF THE OLD
 MM0196'HIGHWAY, AND 30 FEET SOUTHEAST OF A DIM ROAD LEADING SOUTHWEST.
 MM0196'A STANDARD DISK, STAMPED 3314.459 H 22 1933 AND SET IN THE TOP
 MM0196'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0196
 MM0196                          STATION RECOVERY (1947)
 MM0196
 MM0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MM0196'RECOVERED IN GOOD CONDITION.
 MM0196
 MM0196                          STATION RECOVERY (1984)
 MM0196
 MM0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0374 ***********************************************************************
 NN0374  DESIGNATION -  H 220
 NN0374  PID         -  NN0374
 NN0374  STATE/COUNTY-  NE/ROCK
 NN0374  USGS QUAD   -  NEWPORT SW (1954)
 NN0374
 NN0374                         *CURRENT SURVEY CONTROL
 NN0374  ___________________________________________________________________
 NN0374* NAD 83(1986)-  42 36 04.     (N)    099 26 27.     (W)     SCALED    
 NN0374* NAVD 88     -       693.691  (meters)    2275.88   (feet)  ADJUSTED  
 NN0374  ___________________________________________________________________
 NN0374  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 NN0374  DYNAMIC HT  -         693.414 (meters)    2274.98  (feet)  COMP
 NN0374  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 NN0374
 NN0374  VERT ORDER  -  FIRST     CLASS II
 NN0374
 NN0374.The horizontal coordinates were scaled from a topographic map and have
 NN0374.an estimated accuracy of +/- 6 seconds.
 NN0374
 NN0374.The orthometric height was determined by differential leveling
 NN0374.and adjusted by the National Geodetic Survey in June 1991..
 NN0374
 NN0374.The geoid height was determined by GEOID03.
 NN0374
 NN0374.The dynamic height is computed by dividing the NAVD 88
 NN0374.geopotential number by the normal gravity value computed on the
 NN0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0374.degrees latitude (g = 980.6199 gals.).
 NN0374
 NN0374.The modeled gravity was interpolated from observed gravity values.
 NN0374
 NN0374;                    North         East    Units  Estimated Accuracy
 NN0374;SPC NE       -   307,460.      545,880.      MT  (+/- 180 meters Scaled)
 NN0374
 NN0374                          SUPERSEDED SURVEY CONTROL
 NN0374
 NN0374  NGVD 29 (??/??/92)  693.450  (m)         2275.09   (f) ADJ UNCH    1 2
 NN0374
 NN0374.Superseded values are not recommended for survey control.
 NN0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0374.See file dsdata.txt to determine how the superseded data were derived.
 NN0374
 NN0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN638166(NAD 83)
 NN0374_MARKER: DB = BENCH MARK DISK
 NN0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0374_STAMPING: H 220 1946
 NN0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0374+STABILITY: SURFACE MOTION
 NN0374
 NN0374  HISTORY     - Date     Condition        Report By
 NN0374  HISTORY     - 1946     MONUMENTED       CGS
 NN0374  HISTORY     - 1982     GOOD             LOCSUR
 NN0374
 NN0374                          STATION DESCRIPTION
 NN0374
 NN0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0374'5 MI E FROM BASSETT.
 NN0374'5.0 MILES EAST ALONG THE CHICAGO AND NORTH RAILWAY FROM THE
 NN0374'STATION AT BASSETT, ROCK COUNTY, AT A DIRT-ROAD CROSSING, 53 FEET
 NN0374'NORTHEAST OF THE CENTER OF THE CROSSING, 47 FEET NORTH OF THE
 NN0374'CENTERLINE OF THE TRACK, 11 FEET EAST OF THE EAST END OF A WIRE
 NN0374'GATE, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A
 NN0374'WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE TRACK.
 NN0374'A STANDARD DISK, STAMPED H 220 1946 AND SET IN THE TOP OF A
 NN0374'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0374
 NN0374                          STATION RECOVERY (1982)
 NN0374
 NN0374'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1247 ***********************************************************************
 NM1247  DESIGNATION -  H 221
 NM1247  PID         -  NM1247
 NM1247  STATE/COUNTY-  NE/PIERCE
 NM1247  USGS QUAD   -  FOSTER (1963)
 NM1247
 NM1247                         *CURRENT SURVEY CONTROL
 NM1247  ___________________________________________________________________
 NM1247* NAD 83(1986)-  42 15 51.     (N)    097 39 03.     (W)     SCALED    
 NM1247* NAVD 88     -       497.644  (meters)    1632.69   (feet)  ADJUSTED  
 NM1247  ___________________________________________________________________
 NM1247  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NM1247  DYNAMIC HT  -         497.457 (meters)    1632.07  (feet)  COMP
 NM1247  MODELED GRAV-     980,229.9   (mgal)                       NAVD 88
 NM1247
 NM1247  VERT ORDER  -  FIRST     CLASS II
 NM1247
 NM1247.The horizontal coordinates were scaled from a topographic map and have
 NM1247.an estimated accuracy of +/- 6 seconds.
 NM1247
 NM1247.The orthometric height was determined by differential leveling
 NM1247.and adjusted by the National Geodetic Survey in June 1991..
 NM1247
 NM1247.The geoid height was determined by GEOID03.
 NM1247
 NM1247.The dynamic height is computed by dividing the NAVD 88
 NM1247.geopotential number by the normal gravity value computed on the
 NM1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1247.degrees latitude (g = 980.6199 gals.).
 NM1247
 NM1247.The modeled gravity was interpolated from observed gravity values.
 NM1247
 NM1247;                    North         East    Units  Estimated Accuracy
 NM1247;SPC NE       -   272,530.      693,750.      MT  (+/- 180 meters Scaled)
 NM1247
 NM1247                          SUPERSEDED SURVEY CONTROL
 NM1247
 NM1247  NGVD 29 (??/??/92)  497.466  (m)         1632.10   (f) ADJ UNCH    1 2
 NM1247
 NM1247.Superseded values are not recommended for survey control.
 NM1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1247.See file dsdata.txt to determine how the superseded data were derived.
 NM1247
 NM1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM112799(NAD 83)
 NM1247_MARKER: DB = BENCH MARK DISK
 NM1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1247_STAMPING: H 221 1946
 NM1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1247+STABILITY: SURFACE MOTION
 NM1247
 NM1247  HISTORY     - Date     Condition        Report By
 NM1247  HISTORY     - 1946     MONUMENTED       CGS
 NM1247  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1247
 NM1247                          STATION DESCRIPTION
 NM1247
 NM1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1247'0.9 MI SE FROM FOSTER.
 NM1247'ABOUT 0.9 MILES SOUTHEAST ALONG NEBRASKA STATE HIGHWAY NO. 13 FROM
 NM1247'THE CHICAGO AND NORTH WESTERN RAILROAD STATION AT FOSTER, AND AT
 NM1247'THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 52 FEET SOUTHWEST OF
 NM1247'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 12 FEET
 NM1247'NORTHWEST OF THE CENTER LINE OF A FARM ENTRANCE, 1 FOOT NORTHEAST
 NM1247'OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A 4 IN X 4 IN MARKER
 NM1247'POST.  A BRONZE DISC STAMPED H 221 1946 AND SET IN THE TOP OF
 NM1247'A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 NM1247
 NM1247                          STATION RECOVERY (1999)
 NM1247
 NM1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1247'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1248 ***********************************************************************
 NM1248  DESIGNATION -  H 221 RESET
 NM1248  PID         -  NM1248
 NM1248  STATE/COUNTY-  NE/PIERCE
 NM1248  USGS QUAD   -  FOSTER (1963)
 NM1248
 NM1248                         *CURRENT SURVEY CONTROL
 NM1248  ___________________________________________________________________
 NM1248* NAD 83(1986)-  42 15 51.     (N)    097 39 03.     (W)     SCALED    
 NM1248* NAVD 88     -       497.60   (meters)    1632.5    (feet)  RESET     
 NM1248  ___________________________________________________________________
 NM1248  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NM1248
 NM1248  VERT ORDER  -  THIRD
 NM1248
 NM1248.The horizontal coordinates were scaled from a topographic map and have
 NM1248.an estimated accuracy of +/- 6 seconds.
 NM1248
 NM1248.The orthometric height was computed from unverified reset data.
 NM1248
 NM1248.The geoid height was determined by GEOID03.
 NM1248
 NM1248;                    North         East    Units  Estimated Accuracy
 NM1248;SPC NE       -   272,530.      693,750.      MT  (+/- 180 meters Scaled)
 NM1248
 NM1248                          SUPERSEDED SURVEY CONTROL
 NM1248
 NM1248  NGVD 29 (??/??/??)  497.42   (m)         1632.0    (f) RESET       3  
 NM1248
 NM1248.Superseded values are not recommended for survey control.
 NM1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1248.See file dsdata.txt to determine how the superseded data were derived.
 NM1248
 NM1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM112799(NAD 83)
 NM1248_MARKER: DB = BENCH MARK DISK
 NM1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1248_STAMPING: H 221 1946 RESET 1959
 NM1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1248+STABILITY: SURFACE MOTION
 NM1248
 NM1248  HISTORY     - Date     Condition        Report By
 NM1248  HISTORY     - 1959     MONUMENTED       NEDR
 NM1248  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1248
 NM1248                          STATION DESCRIPTION
 NM1248
 NM1248'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM1248'0.9 MI SE FROM FOSTER.
 NM1248'LOCATED IN THE NE 1/4, NW 1/4, SECTION 3, T 26 N, R 3 W, ABOUT
 NM1248'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE CHICAGO AND
 NM1248'NORTHWESTERN RAILWAY STATION AT FOSTER, AT THE JUNCTION OF A
 NM1248'GRAVEL ROAD LEADING EAST, 92 FEET SOUTHWEST OF THE CENTERLINE
 NM1248'OF THE HIGHWAY, 75 FEET NORTHWEST OF THE CENTERLINE OF A TIMBER
 NM1248'BRIDGE FIELD ENTRANCE, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS
 NM1248'POST, AND SET IN THE TOP OF A 9 IN BY 9 INCH BY 3.5 FEET CONCRETE
 NM1248'POST PROJECTED ABOUT 2 INCHES ABOVE THE GROUND.
 NM1248
 NM1248                          STATION RECOVERY (1999)
 NM1248
 NM1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1248'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0144 ***********************************************************************
 NN0144  DESIGNATION -  H 222
 NN0144  PID         -  NN0144
 NN0144  STATE/COUNTY-  NE/ANTELOPE
 NN0144  USGS QUAD   -  ROYAL (1986)
 NN0144
 NN0144                         *CURRENT SURVEY CONTROL
 NN0144  ___________________________________________________________________
 NN0144* NAD 83(1986)-  42 20 08.     (N)    098 05 16.     (W)     SCALED    
 NN0144* NAVD 88     -       547.598  (meters)    1796.58   (feet)  ADJUSTED  
 NN0144  ___________________________________________________________________
 NN0144  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 NN0144  DYNAMIC HT  -         547.380 (meters)    1795.86  (feet)  COMP
 NN0144  MODELED GRAV-     980,206.5   (mgal)                       NAVD 88
 NN0144
 NN0144  VERT ORDER  -  FIRST     CLASS II
 NN0144
 NN0144.The horizontal coordinates were scaled from a topographic map and have
 NN0144.an estimated accuracy of +/- 6 seconds.
 NN0144
 NN0144.The orthometric height was determined by differential leveling
 NN0144.and adjusted by the National Geodetic Survey in June 1991..
 NN0144
 NN0144.The geoid height was determined by GEOID03.
 NN0144
 NN0144.The dynamic height is computed by dividing the NAVD 88
 NN0144.geopotential number by the normal gravity value computed on the
 NN0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0144.degrees latitude (g = 980.6199 gals.).
 NN0144
 NN0144.The modeled gravity was interpolated from observed gravity values.
 NN0144
 NN0144;                    North         East    Units  Estimated Accuracy
 NN0144;SPC NE       -   279,560.      657,540.      MT  (+/- 180 meters Scaled)
 NN0144
 NN0144                          SUPERSEDED SURVEY CONTROL
 NN0144
 NN0144  NGVD 29 (??/??/92)  547.397  (m)         1795.92   (f) ADJ UNCH    1 2
 NN0144
 NN0144.Superseded values are not recommended for survey control.
 NN0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0144.See file dsdata.txt to determine how the superseded data were derived.
 NN0144
 NN0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM751874(NAD 83)
 NN0144_MARKER: DB = BENCH MARK DISK
 NN0144_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NN0144_SP_SET: HEADWALL
 NN0144_STAMPING: H 222 1946
 NN0144_MARK LOGO: CGS   
 NN0144_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0144+STABILITY: SURFACE MOTION
 NN0144
 NN0144  HISTORY     - Date     Condition        Report By
 NN0144  HISTORY     - 1946     MONUMENTED       CGS
 NN0144  HISTORY     - 19940815 GOOD             NEDR
 NN0144
 NN0144                          STATION DESCRIPTION
 NN0144
 NN0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0144'1.8 MI E FROM ROYAL.
 NN0144'1.8 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CITY WATER TOWER
 NN0144'AT ROYAL, ANTELOPE COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 NN0144'ROAD, 63 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 NN0144'18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT A 6-BY 6-FOOT
 NN0144'CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE NORTH
 NN0144'HEADWALL, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 NN0144'H 222 1946.
 NN0144
 NN0144                          STATION RECOVERY (1994)
 NN0144
 NN0144'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7406 ***********************************************************************
 AA7406  DESIGNATION -  H 222 RESET
 AA7406  PID         -  AA7406
 AA7406  STATE/COUNTY-  NE/ANTELOPE
 AA7406  USGS QUAD   -  ROYAL (1986)
 AA7406
 AA7406                         *CURRENT SURVEY CONTROL
 AA7406  ___________________________________________________________________
 AA7406* NAD 83(1986)-  42 20 08.     (N)    098 05 16.     (W)     SCALED    
 AA7406* NAVD 88     -       550.08   (+/-2cm)    1804.7    (feet)  VERTCON   
 AA7406  ___________________________________________________________________
 AA7406  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AA7406
 AA7406  VERT ORDER  -  THIRD (See Below)
 AA7406
 AA7406.The horizontal coordinates were scaled from a topographic map and have
 AA7406.an estimated accuracy of +/- 6 seconds.
 AA7406
 AA7406.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7406.The vertical order pertains to the NGVD 29 superseded value.
 AA7406
 AA7406.The geoid height was determined by GEOID03.
 AA7406
 AA7406;                    North         East    Units  Estimated Accuracy
 AA7406;SPC NE       -   279,560.      657,540.      MT  (+/- 180 meters Scaled)
 AA7406
 AA7406                          SUPERSEDED SURVEY CONTROL
 AA7406
 AA7406  NGVD 29 (08/02/06)  549.88   (m)         1804.1    (f) RESET       3  
 AA7406
 AA7406.Superseded values are not recommended for survey control.
 AA7406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7406.See file dsdata.txt to determine how the superseded data were derived.
 AA7406
 AA7406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM751874(NAD 83)
 AA7406_MARKER: DV = VERTICAL CONTROL DISK
 AA7406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7406_STAMPING: H 222 RESET 1994
 AA7406_MARK LOGO: NGS   
 AA7406_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7406+STABILITY: SURFACE MOTION
 AA7406
 AA7406  HISTORY     - Date     Condition        Report By
 AA7406  HISTORY     - 1994     MONUMENTED       NEDR
 AA7406
 AA7406                          STATION DESCRIPTION
 AA7406
 AA7406'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7406'THE MARK IS LOCATED ABOUT 1.85 MI (2.98 KM) EAST FROM ROYAL, ON PUBLIC
 AA7406'RIGHT-OF-WAY AND NEAR THE NORTHWEST CORNER OF SEC12, T27N, R7W. TO
 AA7406'REACH THE MARK FROM THE WATER TOWER, IN ROYAL, GO EAST ON U.S. HIGHWAY
 AA7406'20 FOR 1.85 MI (2.98 KM) TO A GRAVELED COUNTY ROAD.  TURN RIGHT AND GO
 AA7406'SOUTH ON THE COUNTY ROAD FOR 0.109 KM (0.05 MI) TO THE MARK ON THE
 AA7406'LEFT, AT A RAILROAD CROSSING. THE DISK IS SET INTO THE TOP OF A ROUND
 AA7406'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 108.81 M
 AA7406'(356.99 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 12.20 M (40.03
 AA7406'FT) EAST FROM THE CENTERLINE OF THE COUNTY ROAD, 13.563 M (44.498 FT)
 AA7406'SOUTH FROM THE INSIDE OF THE SOUTH RAIL OF THE TRACKS, 10.561 M
 AA7406'(34.649 FT) SOUTHEAST FROM A NAIL AND WASHER IN A RAILROAD CROSSING
 AA7406'POST, 8.582 M (28.156 FT) WEST FROM A NAIL AND WASHER IN THE TOP OF A
 AA7406'FENCE POST, 2.963 M (9.721 FT) EAST FROM A NAIL AND WASHER IN THE SIDE
 AA7406'OF A FENCE CORNER POST AND 0.73 M (2.40 FT) NORTH FROM THE EAST-WEST
 AA7406'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0428 ***********************************************************************
 NN0428  DESIGNATION -  H 223
 NN0428  PID         -  NN0428
 NN0428  STATE/COUNTY-  NE/KEYA PAHA
 NN0428  USGS QUAD   -  JAMISON (1964)
 NN0428
 NN0428                         *CURRENT SURVEY CONTROL
 NN0428  ___________________________________________________________________
 NN0428* NAD 83(1986)-  42 55 37.     (N)    099 21 45.     (W)     SCALED    
 NN0428* NAVD 88     -       601.890  (meters)    1974.70   (feet)  ADJUSTED  
 NN0428  ___________________________________________________________________
 NN0428  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 NN0428  DYNAMIC HT  -         601.662 (meters)    1973.95  (feet)  COMP
 NN0428  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 NN0428
 NN0428  VERT ORDER  -  FIRST     CLASS II
 NN0428
 NN0428.The horizontal coordinates were scaled from a topographic map and have
 NN0428.an estimated accuracy of +/- 6 seconds.
 NN0428
 NN0428.The orthometric height was determined by differential leveling
 NN0428.and adjusted by the National Geodetic Survey in June 1991..
 NN0428
 NN0428.The geoid height was determined by GEOID03.
 NN0428
 NN0428.The dynamic height is computed by dividing the NAVD 88
 NN0428.geopotential number by the normal gravity value computed on the
 NN0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0428.degrees latitude (g = 980.6199 gals.).
 NN0428
 NN0428.The modeled gravity was interpolated from observed gravity values.
 NN0428
 NN0428;                    North         East    Units  Estimated Accuracy
 NN0428;SPC NE       -   343,700.      552,040.      MT  (+/- 180 meters Scaled)
 NN0428
 NN0428                          SUPERSEDED SURVEY CONTROL
 NN0428
 NN0428  NGVD 29 (??/??/92)  601.600  (m)         1973.75   (f) ADJ UNCH    1 2
 NN0428
 NN0428.Superseded values are not recommended for survey control.
 NN0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0428.See file dsdata.txt to determine how the superseded data were derived.
 NN0428
 NN0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN704527(NAD 83)
 NN0428_MARKER: DB = BENCH MARK DISK
 NN0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0428_STAMPING: H 223 1946
 NN0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0428+STABILITY: SURFACE MOTION
 NN0428
 NN0428  HISTORY     - Date     Condition        Report By
 NN0428  HISTORY     - 1946     MONUMENTED       CGS
 NN0428  HISTORY     - 1962     MARK NOT FOUND   USGS
 NN0428
 NN0428                          STATION DESCRIPTION
 NN0428
 NN0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0428'1.6 MI W FROM BROCKSBURG.
 NN0428'ALONG A GRADED COUNTY ROAD, 1.6 MILES WEST OF BROCKSBURG SCHOOL,
 NN0428'AT THE TOP OF A HILL, NEAR A FENCE CORNER, 33 FEET NORTH OF THE
 NN0428'CENTER OF THE ROAD, 68 FEET EAST OF THE CENTER OF A PRIVATE
 NN0428'DRIVEWAY, 6 FEET EAST OF A CORNER FENCE POST, 3 FEET WEST OF
 NN0428'WITNESS POST, 2 FEET NORTH OF A FENCE.  A BRONZE DISK STAMP
 NN0428'H 223 1946 SET IN THE TOP OF CONCRETE POST.
 NN0428
 NN0428                          STATION RECOVERY (1962)
 NN0428
 NN0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0548 ***********************************************************************
 NN0548  DESIGNATION -  H 224
 NN0548  PID         -  NN0548
 NN0548  STATE/COUNTY-  NE/KEYA PAHA
 NN0548  USGS QUAD   -  BURTON (1964)
 NN0548
 NN0548                         *CURRENT SURVEY CONTROL
 NN0548  ___________________________________________________________________
 NN0548* NAD 83(1986)-  42 56 25.     (N)    099 33 06.     (W)     SCALED    
 NN0548* NAVD 88     -       634.027  (meters)    2080.14   (feet)  ADJUSTED  
 NN0548  ___________________________________________________________________
 NN0548  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 NN0548  DYNAMIC HT  -         633.783 (meters)    2079.34  (feet)  COMP
 NN0548  MODELED GRAV-     980,215.8   (mgal)                       NAVD 88
 NN0548
 NN0548  VERT ORDER  -  FIRST     CLASS II
 NN0548
 NN0548.The horizontal coordinates were scaled from a topographic map and have
 NN0548.an estimated accuracy of +/- 6 seconds.
 NN0548
 NN0548.The orthometric height was determined by differential leveling
 NN0548.and adjusted by the National Geodetic Survey in June 1991..
 NN0548
 NN0548.The geoid height was determined by GEOID03.
 NN0548
 NN0548.The dynamic height is computed by dividing the NAVD 88
 NN0548.geopotential number by the normal gravity value computed on the
 NN0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0548.degrees latitude (g = 980.6199 gals.).
 NN0548
 NN0548.The modeled gravity was interpolated from observed gravity values.
 NN0548
 NN0548;                    North         East    Units  Estimated Accuracy
 NN0548;SPC NE       -   345,080.      536,590.      MT  (+/- 180 meters Scaled)
 NN0548
 NN0548                          SUPERSEDED SURVEY CONTROL
 NN0548
 NN0548  NGVD 29 (??/??/92)  633.739  (m)         2079.19   (f) ADJ UNCH    1 2
 NN0548
 NN0548.Superseded values are not recommended for survey control.
 NN0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0548.See file dsdata.txt to determine how the superseded data were derived.
 NN0548
 NN0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN549543(NAD 83)
 NN0548_MARKER: DB = BENCH MARK DISK
 NN0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0548_STAMPING: H 224 1946
 NN0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0548+STABILITY: SURFACE MOTION
 NN0548
 NN0548  HISTORY     - Date     Condition        Report By
 NN0548  HISTORY     - 1946     MONUMENTED       CGS
 NN0548
 NN0548                          STATION DESCRIPTION
 NN0548
 NN0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0548'4 MI NE FROM BURTON.
 NN0548'ALONG A GRADED COUNTY ROAD, 1.0 MILE EAST THENCE 2.0 MILES NORTH
 NN0548'THENCE 1.0 MILE EAST OF BURTON POST OFFICE, NEAR A SECTION
 NN0548'CORNER, 31 FEET NORTH OF THE CENTER OF THE MAIN ROAD, 36 FEET
 NN0548'EAST OF THE CENTER OF A DIM ROAD LEADING NORTH, 12 FEET EAST
 NN0548'OF A CORNER FENCE POST, 2 FEET NORTH OF A FENCE, 2 FEET WEST
 NN0548'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1187 ***********************************************************************
 NM1187  DESIGNATION -  H 225
 NM1187  PID         -  NM1187
 NM1187  STATE/COUNTY-  NE/WAYNE
 NM1187  USGS QUAD   -  WINSIDE (1963)
 NM1187
 NM1187                         *CURRENT SURVEY CONTROL
 NM1187  ___________________________________________________________________
 NM1187* NAD 83(1986)-  42 10 24.     (N)    097 09 27.     (W)     SCALED    
 NM1187* NAVD 88     -       470.431  (meters)    1543.41   (feet)  ADJUSTED  
 NM1187  ___________________________________________________________________
 NM1187  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 NM1187  DYNAMIC HT  -         470.258 (meters)    1542.84  (feet)  COMP
 NM1187  MODELED GRAV-     980,239.2   (mgal)                       NAVD 88
 NM1187
 NM1187  VERT ORDER  -  FIRST     CLASS II
 NM1187
 NM1187.The horizontal coordinates were scaled from a topographic map and have
 NM1187.an estimated accuracy of +/- 6 seconds.
 NM1187
 NM1187.The orthometric height was determined by differential leveling
 NM1187.and adjusted by the National Geodetic Survey in June 1991..
 NM1187
 NM1187.The geoid height was determined by GEOID03.
 NM1187
 NM1187.The dynamic height is computed by dividing the NAVD 88
 NM1187.geopotential number by the normal gravity value computed on the
 NM1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1187.degrees latitude (g = 980.6199 gals.).
 NM1187
 NM1187.The modeled gravity was interpolated from observed gravity values.
 NM1187
 NM1187;                    North         East    Units  Estimated Accuracy
 NM1187;SPC NE       -   263,670.      734,760.      MT  (+/- 180 meters Scaled)
 NM1187
 NM1187                          SUPERSEDED SURVEY CONTROL
 NM1187
 NM1187  NGVD 29 (??/??/92)  470.240  (m)         1542.78   (f) ADJ UNCH    1 2
 NM1187
 NM1187.Superseded values are not recommended for survey control.
 NM1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1187.See file dsdata.txt to determine how the superseded data were derived.
 NM1187
 NM1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM521706(NAD 83)
 NM1187_MARKER: DB = BENCH MARK DISK
 NM1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1187_STAMPING: H 225 1947
 NM1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1187+STABILITY: SURFACE MOTION
 NM1187
 NM1187  HISTORY     - Date     Condition        Report By
 NM1187  HISTORY     - 1947     MONUMENTED       CGS
 NM1187
 NM1187                          STATION DESCRIPTION
 NM1187
 NM1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1187'1.1 MI E FROM WINSIDE.
 NM1187'1.1 MILE EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1187'RAILWAY FROM THE STATION AT WINSIDE, 0.15 MILE WEST OF A COUNTY
 NM1187'DIRT ROAD CROSSING, ABOUT MIDWAY BETWEEN AND IN LINE WITH TWO
 NM1187'TELEPHONE POLES, 67.0 FEET SOUTH OF AND DIRECTLY ACROSS THE TRACK
 NM1187'FROM MILE POST EMR 27, 39.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 NM1187'TRACK, 6.7 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 2.4 FEET
 NM1187'WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 NM1187'ELEVATION AS THE TRACK AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0017 ***********************************************************************
 NO0017  DESIGNATION -  H 227
 NO0017  PID         -  NO0017
 NO0017  STATE/COUNTY-  NE/BROWN
 NO0017  USGS QUAD   -  BRUSH CREEK (1985)
 NO0017
 NO0017                         *CURRENT SURVEY CONTROL
 NO0017  ___________________________________________________________________
 NO0017* NAD 83(1986)-  42 36 50.     (N)    100 10 45.     (W)     SCALED    
 NO0017* NAVD 88     -       808.053  (meters)    2651.09   (feet)  ADJUSTED  
 NO0017  ___________________________________________________________________
 NO0017  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 NO0017  DYNAMIC HT  -         807.715 (meters)    2649.98  (feet)  COMP
 NO0017  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 NO0017
 NO0017  VERT ORDER  -  FIRST     CLASS II
 NO0017
 NO0017.The horizontal coordinates were scaled from a topographic map and have
 NO0017.an estimated accuracy of +/- 6 seconds.
 NO0017
 NO0017.The orthometric height was determined by differential leveling
 NO0017.and adjusted by the National Geodetic Survey in June 1991..
 NO0017
 NO0017.The geoid height was determined by GEOID03.
 NO0017
 NO0017.The dynamic height is computed by dividing the NAVD 88
 NO0017.geopotential number by the normal gravity value computed on the
 NO0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0017.degrees latitude (g = 980.6199 gals.).
 NO0017
 NO0017.The modeled gravity was interpolated from observed gravity values.
 NO0017
 NO0017;                    North         East    Units  Estimated Accuracy
 NO0017;SPC NE       -   308,750.      485,300.      MT  (+/- 180 meters Scaled)
 NO0017
 NO0017                          SUPERSEDED SURVEY CONTROL
 NO0017
 NO0017  NGVD 29 (??/??/92)  807.761  (m)         2650.13   (f) ADJ UNCH    1 2
 NO0017
 NO0017.Superseded values are not recommended for survey control.
 NO0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0017.See file dsdata.txt to determine how the superseded data were derived.
 NO0017
 NO0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN032186(NAD 83)
 NO0017_MARKER: DB = BENCH MARK DISK
 NO0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0017_STAMPING: H 227 1946
 NO0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0017+STABILITY: SURFACE MOTION
 NO0017
 NO0017  HISTORY     - Date     Condition        Report By
 NO0017  HISTORY     - 1946     MONUMENTED       CGS
 NO0017  HISTORY     - 1975     GOOD             NGS
 NO0017
 NO0017                          STATION DESCRIPTION
 NO0017
 NO0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0017'0.3 MI S FROM WOOD LAKE.
 NO0017'IN BROWN COUNTY, 0.3 MILE SOUTH ALONG A GRAVEL STREET FROM THE
 NO0017'POST OFFICE AT WOOD LAKE, CHERRY COUNTY, THENCE 3.6 MILES
 NO0017'SOUTHEAST ALONG U.S. HIGHWAY 20, AT THE JUNCTION OF A PRIVATE
 NO0017'ROAD LEADING NORTH, 91 FEET NORTHEAST OF THE PRIVATE ROAD, 43
 NO0017'FEET SOUTHWEST OF THE CENTERLINE OF THE CHICAGO AND NORTH WESTERN
 NO0017'RAILWAY TRACK, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, IN
 NO0017'LINE WITH A ROW OF POLES, AND 2 FEET LOWER THAN THE HIGHWAY.
 NO0017'A STANDARD DISK, STAMPED H 227 1946 AND SET IN THE TOP OF A
 NO0017'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0017
 NO0017                          STATION RECOVERY (1975)
 NO0017
 NO0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0056 ***********************************************************************
 NO0056  CBN         -  This is a Cooperative Base Network Control Station.
 NO0056  DESIGNATION -  H 229
 NO0056  PID         -  NO0056
 NO0056  STATE/COUNTY-  NE/KEYA PAHA
 NO0056  USGS QUAD   -  NORDEN (1983)
 NO0056
 NO0056                         *CURRENT SURVEY CONTROL
 NO0056  ___________________________________________________________________
 NO0056* NAD 83(1995)-  42 52 05.57086(N)    100 05 39.29403(W)     ADJUSTED  
 NO0056* NAVD 88     -       785.014  (meters)    2575.50   (feet)  ADJUSTED  
 NO0056  ___________________________________________________________________
 NO0056  X           -    -820,689.149 (meters)                     COMP
 NO0056  Y           -  -4,610,002.982 (meters)                     COMP
 NO0056  Z           -   4,317,301.521 (meters)                     COMP
 NO0056  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 NO0056  ELLIP HEIGHT-         762.09  (meters)          (09/24/01) GPS OBS
 NO0056  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 NO0056  DYNAMIC HT  -         784.702 (meters)    2574.48  (feet)  COMP
 NO0056  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 NO0056
 NO0056  HORZ ORDER  -  B
 NO0056  VERT ORDER  -  SECOND    CLASS 0
 NO0056  ELLP ORDER  -  FOURTH    CLASS I
 NO0056
 NO0056.The horizontal coordinates were established by GPS observations
 NO0056.and adjusted by the National Geodetic Survey in June 1996..
 NO0056
 NO0056.The orthometric height was determined by differential leveling
 NO0056.and adjusted by the National Geodetic Survey in June 1991..
 NO0056
 NO0056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0056
 NO0056.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0056
 NO0056.The ellipsoidal height was determined by GPS observations
 NO0056.and is referenced to NAD 83.
 NO0056
 NO0056.The geoid height was determined by GEOID03.
 NO0056
 NO0056.The dynamic height is computed by dividing the NAVD 88
 NO0056.geopotential number by the normal gravity value computed on the
 NO0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0056.degrees latitude (g = 980.6199 gals.).
 NO0056
 NO0056.The modeled gravity was interpolated from observed gravity values.
 NO0056
 NO0056;                    North         East     Units Scale Factor Converg.
 NO0056;SPC NE       -   336,985.584   492,298.942   MT  0.99994222   -0 03 44.8
 NO0056;UTM  14      - 4,746,761.061   410,618.830   MT  0.99969828   -0 44 40.1
 NO0056
 NO0056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0056!SPC NE       -   0.99988050  x   0.99994222  =   0.99982273
 NO0056!UTM  14      -   0.99988050  x   0.99969828  =   0.99957881
 NO0056
 NO0056                          SUPERSEDED SURVEY CONTROL
 NO0056
 NO0056  ELLIP H (06/25/96)  762.15   (m)                       GP(       ) 1 1
 NO0056  NAVD 88 (06/25/96)  785.01   (m)         2575.5    (f) LEVELING    3  
 NO0056  NGVD 29 (??/??/92)  784.700  (m)         2574.47   (f) ADJ UNCH    2 0
 NO0056
 NO0056.Superseded values are not recommended for survey control.
 NO0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0056.See file dsdata.txt to determine how the superseded data were derived.
 NO0056
 NO0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1061946761(NAD 83)
 NO0056_MARKER: DB = BENCH MARK DISK
 NO0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0056_STAMPING: H 229 1946
 NO0056_MARK LOGO: CGS   
 NO0056_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NO0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0056+STABILITY: SURFACE MOTION
 NO0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0056+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1995
 NO0056
 NO0056  HISTORY     - Date     Condition        Report By
 NO0056  HISTORY     - 1946     MONUMENTED       CGS
 NO0056  HISTORY     - 19950406 GOOD             NGS
 NO0056
 NO0056                          STATION DESCRIPTION
 NO0056
 NO0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0056'1 MI W FROM NORDEN.
 NO0056'ABOUT 1.0 MILE WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM THE
 NO0056'CONOCO SERVICE STATION AT NORDEN, AND AT THE SOUTHEAST CORNER
 NO0056'OF A CEMETERY, 45 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 NO0056'LINE OF THE HIGHWAY, 2 FEET WEST OF THE EAST BOUNDARY OF THE
 NO0056'CEMETERY, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF
 NO0056'A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED H 229 1946 AND
 NO0056'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 NO0056'THE GROUND.  STAMPED H 229 1946.
 NO0056
 NO0056                          STATION RECOVERY (1995)
 NO0056
 NO0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0056'TO REACH THE MARK FROM NORDEN, GO WEST ON STATE HIGHWAY 12 FOR 1.0 MI
 NO0056'(1.6 KM) TO THE NORDEN CEMETERY AND THE MARK ON RIGHT, AT THE
 NO0056'SOUTHEAST CORNER OF CEMETERY, ON THE NORTH RIGHT-OF-WAY OF HIGHWAY, IN
 NO0056'THE SW1/4, SEC36, T34N, R24W.  THE DISK IS SET INTO THE TOP OF A
 NO0056'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 152.0
 NO0056'FT (46.3 M) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 3.6 FT (1.1 M)
 NO0056'WEST FROM A UTILITY POLE, 2.6 FT (0.8 M) SOUTHWEST FROM THE SOUTHEAST
 NO0056'FENCE CORNER OF THE CEMETERY, 2.0 FT (0.6 M) EAST-SOUTHEAST OF A
 NO0056'FIBERGLASS WITNESS POST, 1.2 FT (0.4 M) SOUTH FROM THE NORTH
 NO0056'RIGHT-OF-WAY FENCE AND 1.0 FT (0.3 M) SOUTH FROM A WITNESS POST.  A
 NO0056'LENGTH OF REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0126 ***********************************************************************
 MM0126  DESIGNATION -  H 23
 MM0126  PID         -  MM0126
 MM0126  STATE/COUNTY-  NE/LINCOLN
 MM0126  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0126
 MM0126                         *CURRENT SURVEY CONTROL
 MM0126  ___________________________________________________________________
 MM0126* NAD 83(1986)-  41 11 54.     (N)    100 47 29.     (W)     SCALED    
 MM0126* NAVD 88     -       861.017  (meters)    2824.85   (feet)  ADJUSTED  
 MM0126  ___________________________________________________________________
 MM0126  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 MM0126  DYNAMIC HT  -         860.515 (meters)    2823.21  (feet)  COMP
 MM0126  MODELED GRAV-     980,011.3   (mgal)                       NAVD 88
 MM0126
 MM0126  VERT ORDER  -  FIRST     CLASS II
 MM0126
 MM0126.The horizontal coordinates were scaled from a topographic map and have
 MM0126.an estimated accuracy of +/- 6 seconds.
 MM0126
 MM0126.The orthometric height was determined by differential leveling
 MM0126.and adjusted by the National Geodetic Survey in June 1994..
 MM0126.WARNING-Repeat measurements at this control monument indicate possible
 MM0126.vertical movement.
 MM0126
 MM0126.The geoid height was determined by GEOID03.
 MM0126
 MM0126.The dynamic height is computed by dividing the NAVD 88
 MM0126.geopotential number by the normal gravity value computed on the
 MM0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0126.degrees latitude (g = 980.6199 gals.).
 MM0126
 MM0126.The modeled gravity was interpolated from observed gravity values.
 MM0126
 MM0126;                    North         East    Units  Estimated Accuracy
 MM0126;SPC NE       -   151,850.      433,640.      MT  (+/- 180 meters Scaled)
 MM0126
 MM0126                          SUPERSEDED SURVEY CONTROL
 MM0126
 MM0126  NAVD 88 (06/15/91)  860.997  (m)         2824.79   (f) UNKNOWN     1 2
 MM0126  NGVD 29 (02/14/92)  860.664  (m)         2823.70   (f) ADJUSTED    1 2
 MM0126
 MM0126.Superseded values are not recommended for survey control.
 MM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0126.See file dsdata.txt to determine how the superseded data were derived.
 MM0126
 MM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL497623(NAD 83)
 MM0126_MARKER: DB = BENCH MARK DISK
 MM0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0126_SP_SET: CONCRETE POST
 MM0126_STAMPING: H 23 1933 2823.666
 MM0126_MARK LOGO: CGS   
 MM0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0126+STABILITY: SURFACE MOTION
 MM0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0126+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1991
 MM0126
 MM0126  HISTORY     - Date     Condition        Report By
 MM0126  HISTORY     - 1933     MONUMENTED       CGS
 MM0126  HISTORY     - 1970     MARK NOT FOUND   USGS
 MM0126  HISTORY     - 1986     POOR             NGS
 MM0126  HISTORY     - 19910821 GOOD             NGS
 MM0126
 MM0126                          STATION DESCRIPTION
 MM0126
 MM0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0126'5 MI N FROM NORTH PLATTE.
 MM0126'5.0 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM THE
 MM0126'INTERSECTION OF U.S. HIGHWAY 30 AT NORTH PLATTE, LINCOLN COUNTY,
 MM0126'56 FEET NORTHWEST OF THE NORTHWEST CORNER OF HANSON SCHOOL, 73
 MM0126'FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY, 33 FEET EAST OF A
 MM0126'FENCE CORNER, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK,
 MM0126'STAMPED 2823.666 H 23 1933 AND SET IN THE TOP OF A CONCRETE
 MM0126'POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- ROAD CONSTR. IN
 MM0126'AREA.
 MM0126
 MM0126                          STATION RECOVERY (1970)
 MM0126
 MM0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0126'MARK NOT FOUND.
 MM0126
 MM0126                          STATION RECOVERY (1986)
 MM0126
 MM0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0126'RECOVERED IN POOR CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT
 MM0126'MARK APPEARS TO HAVE BEEN REINFORCED WITH NEW CONCRETE BY PERSONS
 MM0126'UNKNOWN.  AND ADD--0.31 METER (1 FT) SOUTH OF A WOODEN STAKE AND 4.3
 MM0126'METERS (14 FT) SOUTH OF THE CENTER OF A PRIVATE ROAD.  NOT LEVELED TO
 MM0126'DURING THIS SURVEY.
 MM0126
 MM0126                          STATION RECOVERY (1991)
 MM0126
 MM0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0126'1.8 KM (1.10 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0126'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0126'0.5 KM (0.30 MI) WESTERLY ALONG A PAVED ROAD, THENCE 3.2 KM (2.00 MI)
 MM0126'NORTHERLY ALONG WASHBOARD ROAD, THENCE 2.5 KM (1.55 MI) WESTERLY
 MM0126'ALONG A GRAVELED ROAD, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG A
 MM0126'GRAVELED ROAD, 21.9 M (71.9 FT) EAST OF AND LEVEL WITH THE ROAD
 MM0126'CENTER, 17.2 M (56.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 MM0126'HOUSE, 4.4 M (14.4 FT) SOUTH OF THE CENTER OF A DIRT ROAD, AND THE
 MM0126'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0632 ***********************************************************************
 NM0632  DESIGNATION -  H 230
 NM0632  PID         -  NM0632
 NM0632  STATE/COUNTY-  NE/DIXON
 NM0632  USGS QUAD   -  WAKEFIELD (1967)
 NM0632
 NM0632                         *CURRENT SURVEY CONTROL
 NM0632  ___________________________________________________________________
 NM0632* NAD 83(1986)-  42 16 43.     (N)    096 45 10.     (W)     SCALED    
 NM0632* NAVD 88     -       440.525  (meters)    1445.29   (feet)  ADJUSTED  
 NM0632  ___________________________________________________________________
 NM0632  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 NM0632  DYNAMIC HT  -         440.378 (meters)    1444.81  (feet)  COMP
 NM0632  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 NM0632
 NM0632  VERT ORDER  -  FIRST     CLASS II
 NM0632
 NM0632.The horizontal coordinates were scaled from a topographic map and have
 NM0632.an estimated accuracy of +/- 6 seconds.
 NM0632
 NM0632.The orthometric height was determined by differential leveling
 NM0632.and adjusted by the National Geodetic Survey in June 1991..
 NM0632
 NM0632.The geoid height was determined by GEOID03.
 NM0632
 NM0632.The dynamic height is computed by dividing the NAVD 88
 NM0632.geopotential number by the normal gravity value computed on the
 NM0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0632.degrees latitude (g = 980.6199 gals.).
 NM0632
 NM0632.The modeled gravity was interpolated from observed gravity values.
 NM0632
 NM0632;                    North         East    Units  Estimated Accuracy
 NM0632;SPC NE       -   276,530.      767,730.      MT  (+/- 180 meters Scaled)
 NM0632
 NM0632                          SUPERSEDED SURVEY CONTROL
 NM0632
 NM0632  NGVD 29 (??/??/92)  440.354  (m)         1444.73   (f) ADJ UNCH    1 2
 NM0632
 NM0632.Superseded values are not recommended for survey control.
 NM0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0632.See file dsdata.txt to determine how the superseded data were derived.
 NM0632
 NM0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM853831(NAD 83)
 NM0632_MARKER: DB = BENCH MARK DISK
 NM0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0632_STAMPING: H 230 1947
 NM0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0632+STABILITY: SURFACE MOTION
 NM0632
 NM0632  HISTORY     - Date     Condition        Report By
 NM0632  HISTORY     - 1947     MONUMENTED       CGS
 NM0632
 NM0632                          STATION DESCRIPTION
 NM0632
 NM0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0632'1.4 MI W FROM EMERSON.
 NM0632'1.4 MILE WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0632'RAILWAY FROM THE STATION AT EMERSON, AT A PRIVATE ROAD CROSSING, 51.5
 NM0632'FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 36.3 FEET SOUTH
 NM0632'OF THE SOUTH RAIL OF THE TRACK, 34.0 FEET EAST OF THE CENTER
 NM0632'OF THE PRIVATE DIRT ROAD, 8.5 FEET NORTH OF THE SOUTH RIGHT
 NM0632'OF WAY FENCE, 8.5 FEET WEST OF THE SECOND TELEPHONE POLE WEST
 NM0632'OF POLE NO. 1/10, 2.0 FEET EAST OF A REFERENCE POST, SET IN A
 NM0632'CONCRETE POST ABOUT 3 FEET ABOVE THE TRACK AND PROJECTING 0.4
 NM0632'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0311 ***********************************************************************
 MK0311  DESIGNATION -  H 231
 MK0311  PID         -  MK0311
 MK0311  STATE/COUNTY-  NE/BURT
 MK0311  USGS QUAD   -  CRAIG (1970)
 MK0311
 MK0311                         *CURRENT SURVEY CONTROL
 MK0311  ___________________________________________________________________
 MK0311* NAD 83(1986)-  41 47 59.     (N)    096 20 51.     (W)     SCALED    
 MK0311* NAVD 88     -       419.553  (meters)    1376.48   (feet)  ADJUSTED  
 MK0311  ___________________________________________________________________
 MK0311  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 MK0311  DYNAMIC HT  -         419.396 (meters)    1375.97  (feet)  COMP
 MK0311  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 MK0311
 MK0311  VERT ORDER  -  SECOND    CLASS 0
 MK0311
 MK0311.The horizontal coordinates were scaled from a topographic map and have
 MK0311.an estimated accuracy of +/- 6 seconds.
 MK0311
 MK0311.The orthometric height was determined by differential leveling
 MK0311.and adjusted by the National Geodetic Survey in June 1991..
 MK0311
 MK0311.The geoid height was determined by GEOID03.
 MK0311
 MK0311.The dynamic height is computed by dividing the NAVD 88
 MK0311.geopotential number by the normal gravity value computed on the
 MK0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0311.degrees latitude (g = 980.6199 gals.).
 MK0311
 MK0311.The modeled gravity was interpolated from observed gravity values.
 MK0311
 MK0311;                    North         East    Units  Estimated Accuracy
 MK0311;SPC NE       -   224,730.      803,370.      MT  (+/- 180 meters Scaled)
 MK0311
 MK0311                          SUPERSEDED SURVEY CONTROL
 MK0311
 MK0311  NGVD 29 (??/??/92)  419.414  (m)         1376.03   (f) ADJ UNCH    2 0
 MK0311
 MK0311.Superseded values are not recommended for survey control.
 MK0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0311.See file dsdata.txt to determine how the superseded data were derived.
 MK0311
 MK0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM203309(NAD 83)
 MK0311_MARKER: DB = BENCH MARK DISK
 MK0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0311_STAMPING: H 231 1947
 MK0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0311+STABILITY: SURFACE MOTION
 MK0311
 MK0311  HISTORY     - Date     Condition        Report By
 MK0311  HISTORY     - 1947     MONUMENTED       CGS
 MK0311  HISTORY     - 1957     GOOD             NGS
 MK0311
 MK0311                          STATION DESCRIPTION
 MK0311
 MK0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MK0311'1.7 MI NE FROM CRAIG.
 MK0311'0.7 MILE EAST ALONG OLD U.S. HIGHWAY 73 W FROM THE HIGH SCHOOL
 MK0311'AT CRAIG, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD TO NEW U.S.
 MK0311'HIGHWAY 73 W, IN THE SOUTHWEST ANGLE OF CROSSROADS, 41 FEET WEST
 MK0311'OF THE CENTER OF NORTH-SOUTH GRAVEL ROAD, 40 FEET SOUTH OF THE
 MK0311'CENTER OF U.S. HIGHWAY 73 W, 5.6 FEET WEST OF A FENCE CORNER
 MK0311'POST, 1.5 FEET WEST OF A REFERENCE POST, AND 1 FOOT NORTH OF THE
 MK0311'SOUTH RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST ABOUT 2 FEET
 MK0311'ABOVE THE HIGHWAY AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0883 ***********************************************************************
 MJ0883  DESIGNATION -  H 232
 MJ0883  PID         -  MJ0883
 MJ0883  STATE/COUNTY-  NE/SARPY
 MJ0883  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0883
 MJ0883                         *CURRENT SURVEY CONTROL
 MJ0883  ___________________________________________________________________
 MJ0883* NAD 83(1986)-  41 10 08.     (N)    095 55 02.     (W)     SCALED    
 MJ0883* NAVD 88     -       352.111  (meters)    1155.22   (feet)  ADJUSTED  
 MJ0883  ___________________________________________________________________
 MJ0883  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 MJ0883  DYNAMIC HT  -         351.966 (meters)    1154.74  (feet)  COMP
 MJ0883  MODELED GRAV-     980,203.8   (mgal)                       NAVD 88
 MJ0883
 MJ0883  VERT ORDER  -  SECOND    CLASS 0
 MJ0883
 MJ0883.The horizontal coordinates were scaled from a topographic map and have
 MJ0883.an estimated accuracy of +/- 6 seconds.
 MJ0883
 MJ0883.The orthometric height was determined by differential leveling
 MJ0883.and adjusted by the National Geodetic Survey in June 1991..
 MJ0883
 MJ0883.The geoid height was determined by GEOID03.
 MJ0883
 MJ0883.The dynamic height is computed by dividing the NAVD 88
 MJ0883.geopotential number by the normal gravity value computed on the
 MJ0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0883.degrees latitude (g = 980.6199 gals.).
 MJ0883
 MJ0883.The modeled gravity was interpolated from observed gravity values.
 MJ0883
 MJ0883;                    North         East    Units  Estimated Accuracy
 MJ0883;SPC NE       -   156,370.      842,390.      MT  (+/- 180 meters Scaled)
 MJ0883
 MJ0883                          SUPERSEDED SURVEY CONTROL
 MJ0883
 MJ0883  NGVD 29 (??/??/92)  351.998  (m)         1154.85   (f) ADJ UNCH    2 0
 MJ0883
 MJ0883.Superseded values are not recommended for survey control.
 MJ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0883.See file dsdata.txt to determine how the superseded data were derived.
 MJ0883
 MJ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF552616(NAD 83)
 MJ0883_MARKER: DB = BENCH MARK DISK
 MJ0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0883_STAMPING: H 232 1947
 MJ0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0883+STABILITY: SURFACE MOTION
 MJ0883
 MJ0883  HISTORY     - Date     Condition        Report By
 MJ0883  HISTORY     - 1947     MONUMENTED       CGS
 MJ0883  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0883
 MJ0883                          STATION DESCRIPTION
 MJ0883
 MJ0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0883'3.3 MI N FROM BELLEVUE.
 MJ0883'0.2 MILE EAST ALONG NEBRASKA STATE HIGHWAY 31 FROM THE BELLEVUE
 MJ0883'PUBLIC SCHOOL, THENCE 3.1 MILES NORTH ALONG NEBRASKA STATE HIGHWAY
 MJ0883'31, 66.0 FEET SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT,
 MJ0883'35.0 FEET NORTHEAST OF AND 1.0 FOOT LOWER THAN THE CENTER LINE
 MJ0883'OF THE HIGHWAY, 15.0 FEET SOUTH OF AN 8 INCH ASH TREE, 5.0
 MJ0883'FEET SOUTHWEST OF A FENCE, 2.0 FEET SOUTHEAST OF A REFERENCE POST,
 MJ0883'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 2 INCHES ABOVE
 MJ0883'THE GROUND.  NOTE-- POST BELIEVED OK BUT IS BURIED UNDER FILL
 MJ0883'FOR A NEW LAWN.  WITNESS POST IS PROJECTING 6 INCHES ABOVE
 MJ0883'GROUND.
 MJ0883
 MJ0883                          STATION RECOVERY (1955)
 MJ0883
 MJ0883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0528 ***********************************************************************
 MK0528  DESIGNATION -  H 233
 MK0528  PID         -  MK0528
 MK0528  STATE/COUNTY-  NE/WASHINGTON
 MK0528  USGS QUAD   -  FORT CALHOUN (1975)
 MK0528
 MK0528                         *CURRENT SURVEY CONTROL
 MK0528  ___________________________________________________________________
 MK0528* NAD 83(1986)-  41 25 20.     (N)    096 04 02.     (W)     SCALED    
 MK0528* NAVD 88     -       385.935  (meters)    1266.19   (feet)  ADJUSTED  
 MK0528  ___________________________________________________________________
 MK0528  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 MK0528  DYNAMIC HT  -         385.748 (meters)    1265.57  (feet)  COMP
 MK0528  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 MK0528
 MK0528  VERT ORDER  -  SECOND    CLASS 0
 MK0528
 MK0528.The horizontal coordinates were scaled from a topographic map and have
 MK0528.an estimated accuracy of +/- 6 seconds.
 MK0528
 MK0528.The orthometric height was determined by differential leveling
 MK0528.and adjusted by the National Geodetic Survey in June 1991..
 MK0528
 MK0528.The geoid height was determined by GEOID03.
 MK0528
 MK0528.The dynamic height is computed by dividing the NAVD 88
 MK0528.geopotential number by the normal gravity value computed on the
 MK0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0528.degrees latitude (g = 980.6199 gals.).
 MK0528
 MK0528.The modeled gravity was interpolated from observed gravity values.
 MK0528
 MK0528;                    North         East    Units  Estimated Accuracy
 MK0528;SPC NE       -   183,880.      828,540.      MT  (+/- 180 meters Scaled)
 MK0528
 MK0528                          SUPERSEDED SURVEY CONTROL
 MK0528
 MK0528  NGVD 29 (??/??/92)  385.789  (m)         1265.71   (f) ADJ UNCH    2 0
 MK0528
 MK0528.Superseded values are not recommended for survey control.
 MK0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0528.See file dsdata.txt to determine how the superseded data were derived.
 MK0528
 MK0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL450897(NAD 83)
 MK0528_MARKER: DB = BENCH MARK DISK
 MK0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0528_STAMPING: H 233 1947
 MK0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0528+STABILITY: SURFACE MOTION
 MK0528
 MK0528  HISTORY     - Date     Condition        Report By
 MK0528  HISTORY     - 1947     MONUMENTED       CGS
 MK0528  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0528
 MK0528                          STATION DESCRIPTION
 MK0528
 MK0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0528'4.1 MI SW FROM FORT CALHOUN.
 MK0528'0.5 MILE SOUTH ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE AT
 MK0528'FORT CALHOUN, THENCE 0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 MK0528'THENCE 1.7 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.5 MILES
 MK0528'WEST ALONG A GRADED DIRT ROAD, 0.1 MILE WEST OF A FARMHOUSE,
 MK0528'45 YARDS EAST OF THE NORTH END OF A CORRUGATED IRON CULVERT,
 MK0528'112 FEET WEST OF THE SOUTHWEST CORNER OF A CORRAL FENCE, 34 FEET
 MK0528'NORTH OF THE CENTER LINE OF THE ROAD AND 1 FOOT LOWER, 10 FEET
 MK0528'EAST OF A POWER POLE, 2 FEET WEST OF A 4 X 4 MARKER POST, 1 FOOT
 MK0528'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0528'3 INCHES ABOVE THE GROUND.
 MK0528
 MK0528                          STATION RECOVERY (1966)
 MK0528
 MK0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0445 ***********************************************************************
 MK0445  DESIGNATION -  H 234
 MK0445  PID         -  MK0445
 MK0445  STATE/COUNTY-  NE/WASHINGTON
 MK0445  USGS QUAD   -  MODALE (1970)
 MK0445
 MK0445                         *CURRENT SURVEY CONTROL
 MK0445  ___________________________________________________________________
 MK0445* NAD 83(1986)-  41 31 07.     (N)    096 06 03.     (W)     SCALED    
 MK0445* NAVD 88     -       342.123  (meters)    1122.45   (feet)  ADJUSTED  
 MK0445  ___________________________________________________________________
 MK0445  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 MK0445  DYNAMIC HT  -         341.960 (meters)    1121.91  (feet)  COMP
 MK0445  MODELED GRAV-     980,138.5   (mgal)                       NAVD 88
 MK0445
 MK0445  VERT ORDER  -  SECOND    CLASS 0
 MK0445
 MK0445.The horizontal coordinates were scaled from a topographic map and have
 MK0445.an estimated accuracy of +/- 6 seconds.
 MK0445
 MK0445.The orthometric height was determined by differential leveling
 MK0445.and adjusted by the National Geodetic Survey in June 1991..
 MK0445
 MK0445.The geoid height was determined by GEOID03.
 MK0445
 MK0445.The dynamic height is computed by dividing the NAVD 88
 MK0445.geopotential number by the normal gravity value computed on the
 MK0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0445.degrees latitude (g = 980.6199 gals.).
 MK0445
 MK0445.The modeled gravity was interpolated from observed gravity values.
 MK0445
 MK0445;                    North         East    Units  Estimated Accuracy
 MK0445;SPC NE       -   194,440.      825,250.      MT  (+/- 180 meters Scaled)
 MK0445
 MK0445                          SUPERSEDED SURVEY CONTROL
 MK0445
 MK0445  NGVD 29 (??/??/92)  341.974  (m)         1121.96   (f) ADJ UNCH    2 0
 MK0445
 MK0445.Superseded values are not recommended for survey control.
 MK0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0445.See file dsdata.txt to determine how the superseded data were derived.
 MK0445
 MK0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM419003(NAD 83)
 MK0445_MARKER: DB = BENCH MARK DISK
 MK0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0445_STAMPING: H 234 1947
 MK0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0445+STABILITY: SURFACE MOTION
 MK0445
 MK0445  HISTORY     - Date     Condition        Report By
 MK0445  HISTORY     - 1947     MONUMENTED       CGS
 MK0445  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0445
 MK0445                          STATION DESCRIPTION
 MK0445
 MK0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0445'2.7 MI SE FROM BLAIR.
 MK0445'0.2 MILE EAST ALONG COLFAX STREET FROM THE COUNTY COURT HOUSE
 MK0445'AT BLAIR, THENCE 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 73, 150
 MK0445'YARDS SOUTHEAST OF A FARMHOUSE, 80 YARDS SOUTHEAST OF THE CENTER
 MK0445'LINE OF A PRIVATE ROAD LEADING TO THE NORTHEAST, 34 YARDS WEST
 MK0445'OF THE CENTER OF A SMALL DITCH, 38 FEET NORTHEAST OF AND 3 FEET
 MK0445'LOWER THAN THE CENTER LINE OF THE HIGHWAY, 7 FEET WEST OF A
 MK0445'TELEPHONE POLE, 2 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A
 MK0445'4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0445'2 INCHES ABOVE THE GROUND.  NOTE-- NEAR A NEW HOUSE AND YARD - MAY
 MK0445'HAVE BEEN DESTROYED.
 MK0445
 MK0445                          STATION RECOVERY (1970)
 MK0445
 MK0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0655 ***********************************************************************
 NM0655  DESIGNATION -  H 235
 NM0655  PID         -  NM0655
 NM0655  STATE/COUNTY-  NE/DAKOTA
 NM0655  USGS QUAD   -  JACKSON (1993)
 NM0655
 NM0655                         *CURRENT SURVEY CONTROL
 NM0655  ___________________________________________________________________
 NM0655* NAD 83(1986)-  42 24 06.     (N)    096 33 25.     (W)     SCALED    
 NM0655* NAVD 88     -       338.933  (meters)    1111.98   (feet)  ADJUSTED  
 NM0655  ___________________________________________________________________
 NM0655  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 NM0655  DYNAMIC HT  -         338.822 (meters)    1111.62  (feet)  COMP
 NM0655  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 NM0655
 NM0655  VERT ORDER  -  FIRST     CLASS II
 NM0655
 NM0655.The horizontal coordinates were scaled from a topographic map and have
 NM0655.an estimated accuracy of +/- 6 seconds.
 NM0655
 NM0655.The orthometric height was determined by differential leveling
 NM0655.and adjusted by the National Geodetic Survey in June 1991..
 NM0655
 NM0655.The geoid height was determined by GEOID03.
 NM0655
 NM0655.The dynamic height is computed by dividing the NAVD 88
 NM0655.geopotential number by the normal gravity value computed on the
 NM0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0655.degrees latitude (g = 980.6199 gals.).
 NM0655
 NM0655.The modeled gravity was interpolated from observed gravity values.
 NM0655
 NM0655;                    North         East    Units  Estimated Accuracy
 NM0655;SPC NE       -   290,800.      783,320.      MT  (+/- 180 meters Scaled)
 NM0655
 NM0655                          SUPERSEDED SURVEY CONTROL
 NM0655
 NM0655  NGVD 29 (??/??/92)  338.772  (m)         1111.45   (f) ADJ UNCH    1 2
 NM0655
 NM0655.Superseded values are not recommended for survey control.
 NM0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0655.See file dsdata.txt to determine how the superseded data were derived.
 NM0655
 NM0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM010972(NAD 83)
 NM0655_MARKER: DB = BENCH MARK DISK
 NM0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0655_STAMPING: H 235 1947
 NM0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0655+STABILITY: SURFACE MOTION
 NM0655
 NM0655  HISTORY     - Date     Condition        Report By
 NM0655  HISTORY     - 1947     MONUMENTED       CGS
 NM0655  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0655
 NM0655                          STATION DESCRIPTION
 NM0655
 NM0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0655'2.1 MI NE FROM HUBBARD.
 NM0655'ABOUT 2.1 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0655'AND OMAHA RAILROAD FROM THE STATION AT HUBBARD, AT THE
 NM0655'INTERSECTION OF THE RAILROAD AND STATE HIGHWAY NO. 35, 49.5 FEET
 NM0655'NORTH OF THE CENTER LINE OF THE HIGHWAY, 47.5 FEET NORTHWEST OF
 NM0655'AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF THE TRACK, 27.0
 NM0655'FEET NORTHEAST OF A FENCE CORNER, 23.1 FEET NORTH OF A TELEPHONE
 NM0655'POLE, 1.0 FOOT SOUTHEAST OF THE RIGHT OF WAY FENCE, 1.0 FOOT
 NM0655'SOUTHWEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A
 NM0655'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NM0655
 NM0655                          STATION RECOVERY (1966)
 NM0655
 NM0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0656 ***********************************************************************
 NM0656  DESIGNATION -  H 235 RESET
 NM0656  PID         -  NM0656
 NM0656  STATE/COUNTY-  NE/DAKOTA
 NM0656  USGS QUAD   -  JACKSON (1993)
 NM0656
 NM0656                         *CURRENT SURVEY CONTROL
 NM0656  ___________________________________________________________________
 NM0656* NAD 83(1986)-  42 24 06.     (N)    096 33 25.     (W)     SCALED    
 NM0656* NAVD 88     -       338.66   (meters)    1111.1    (feet)  RESET     
 NM0656  ___________________________________________________________________
 NM0656  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 NM0656
 NM0656  VERT ORDER  -  THIRD
 NM0656
 NM0656.The horizontal coordinates were scaled from a topographic map and have
 NM0656.an estimated accuracy of +/- 6 seconds.
 NM0656
 NM0656.The orthometric height was computed from unverified reset data.
 NM0656
 NM0656.The geoid height was determined by GEOID03.
 NM0656
 NM0656;                    North         East    Units  Estimated Accuracy
 NM0656;SPC NE       -   290,800.      783,320.      MT  (+/- 180 meters Scaled)
 NM0656
 NM0656                          SUPERSEDED SURVEY CONTROL
 NM0656
 NM0656  NGVD 29 (??/??/??)  338.50   (m)         1110.6    (f) RESET       3  
 NM0656
 NM0656.Superseded values are not recommended for survey control.
 NM0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0656.See file dsdata.txt to determine how the superseded data were derived.
 NM0656
 NM0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM010972(NAD 83)
 NM0656_MARKER: DB = BENCH MARK DISK
 NM0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0656_STAMPING: H 235 RESET 1959
 NM0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0656+STABILITY: SURFACE MOTION
 NM0656
 NM0656  HISTORY     - Date     Condition        Report By
 NM0656  HISTORY     - 1959     MONUMENTED       NEDR
 NM0656
 NM0656                          STATION DESCRIPTION
 NM0656
 NM0656'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM0656'2.1 MI NE FROM HUBBARD.
 NM0656'TO REACH FROM THE RAILROAD STATION AT HUBBARD, GO ABOUT 2.1 MILES
 NM0656'NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0656'RAILROAD TO THE INTERSECTION OF THE RAILROAD AND STATE HIGHWAY NO.
 NM0656'35, 47.5 FEET NORTHWEST FROM THE CENTERLINE OF THE RAILROAD TRACK,
 NM0656'65 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT STATION 715+55,
 NM0656'35 FEET EAST OF A TELEPHONE POLE, 3 FEET EAST OF A CORNER FENCE
 NM0656'POST, A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 NM0656'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0416 ***********************************************************************
 NM0416  DESIGNATION -  H 236
 NM0416  PID         -  NM0416
 NM0416  STATE/COUNTY-  NE/DAKOTA
 NM0416  USGS QUAD   -  HOMER (1976)
 NM0416
 NM0416                         *CURRENT SURVEY CONTROL
 NM0416  ___________________________________________________________________
 NM0416* NAD 83(1986)-  42 20 34.     (N)    096 28 16.     (W)     SCALED    
 NM0416* NAVD 88     -       333.041  (meters)    1092.65   (feet)  ADJUSTED  
 NM0416  ___________________________________________________________________
 NM0416  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM0416  DYNAMIC HT  -         332.932 (meters)    1092.29  (feet)  COMP
 NM0416  MODELED GRAV-     980,286.5   (mgal)                       NAVD 88
 NM0416
 NM0416  VERT ORDER  -  SECOND    CLASS 0
 NM0416
 NM0416.The horizontal coordinates were scaled from a topographic map and have
 NM0416.an estimated accuracy of +/- 6 seconds.
 NM0416
 NM0416.The orthometric height was determined by differential leveling
 NM0416.and adjusted by the National Geodetic Survey in June 1991..
 NM0416
 NM0416.The geoid height was determined by GEOID03.
 NM0416
 NM0416.The dynamic height is computed by dividing the NAVD 88
 NM0416.geopotential number by the normal gravity value computed on the
 NM0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0416.degrees latitude (g = 980.6199 gals.).
 NM0416
 NM0416.The modeled gravity was interpolated from observed gravity values.
 NM0416
 NM0416;                    North         East    Units  Estimated Accuracy
 NM0416;SPC NE       -   284,560.      790,650.      MT  (+/- 180 meters Scaled)
 NM0416
 NM0416                          SUPERSEDED SURVEY CONTROL
 NM0416
 NM0416  NGVD 29 (??/??/92)  332.883  (m)         1092.13   (f) ADJ UNCH    2 0
 NM0416
 NM0416.Superseded values are not recommended for survey control.
 NM0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0416.See file dsdata.txt to determine how the superseded data were derived.
 NM0416
 NM0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM083909(NAD 83)
 NM0416_MARKER: DB = BENCH MARK DISK
 NM0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0416_STAMPING: H 236 1947
 NM0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0416+STABILITY: SURFACE MOTION
 NM0416
 NM0416  HISTORY     - Date     Condition        Report By
 NM0416  HISTORY     - 1947     MONUMENTED       CGS
 NM0416
 NM0416                          STATION DESCRIPTION
 NM0416
 NM0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0416'1.9 MI NE FROM HOMER.
 NM0416'TO REACH FROM THE POST OFFICE AT HOMER GO EAST 0.1 MILE ALONG MAIN
 NM0416'STREET, THENCE NORTHEAST 1.8 MILES ALONG U.S. HIGHWAY NO. 77
 NM0416'TO SITE OF MARK.  BENCH MARK IS 48.0 FEET EAST OF THE CENTER
 NM0416'LINE OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 46.0
 NM0416'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 42.5 FEET
 NM0416'WEST OF AND ABOUT 4.0 FEET LOWER THAN THE CENTER LINE OF THE
 NM0416'HIGHWAY, 5.0 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A
 NM0416'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST WHICH
 NM0416'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0524 ***********************************************************************
 NM0524  DESIGNATION -  H 237
 NM0524  PID         -  NM0524
 NM0524  STATE/COUNTY-  NE/THURSTON
 NM0524  USGS QUAD   -  WALTHILL SW (1966)
 NM0524
 NM0524                         *CURRENT SURVEY CONTROL
 NM0524  ___________________________________________________________________
 NM0524* NAD 83(1986)-  42 06 14.     (N)    096 27 45.     (W)     SCALED    
 NM0524* NAVD 88     -       423.376  (meters)    1389.03   (feet)  ADJUSTED  
 NM0524  ___________________________________________________________________
 NM0524  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM0524  DYNAMIC HT  -         423.226 (meters)    1388.53  (feet)  COMP
 NM0524  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 NM0524
 NM0524  VERT ORDER  -  SECOND    CLASS 0
 NM0524
 NM0524.The horizontal coordinates were scaled from a topographic map and have
 NM0524.an estimated accuracy of +/- 6 seconds.
 NM0524
 NM0524.The orthometric height was determined by differential leveling
 NM0524.and adjusted by the National Geodetic Survey in June 1991..
 NM0524
 NM0524.The geoid height was determined by GEOID03.
 NM0524
 NM0524.The dynamic height is computed by dividing the NAVD 88
 NM0524.geopotential number by the normal gravity value computed on the
 NM0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0524.degrees latitude (g = 980.6199 gals.).
 NM0524
 NM0524.The modeled gravity was interpolated from observed gravity values.
 NM0524
 NM0524;                    North         East    Units  Estimated Accuracy
 NM0524;SPC NE       -   258,080.      792,440.      MT  (+/- 180 meters Scaled)
 NM0524
 NM0524                          SUPERSEDED SURVEY CONTROL
 NM0524
 NM0524  NGVD 29 (??/??/92)  423.222  (m)         1388.52   (f) ADJ UNCH    2 0
 NM0524
 NM0524.Superseded values are not recommended for survey control.
 NM0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0524.See file dsdata.txt to determine how the superseded data were derived.
 NM0524
 NM0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM098644(NAD 83)
 NM0524_MARKER: DB = BENCH MARK DISK
 NM0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0524_STAMPING: H 237 1947
 NM0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0524+STABILITY: SURFACE MOTION
 NM0524
 NM0524  HISTORY     - Date     Condition        Report By
 NM0524  HISTORY     - 1947     MONUMENTED       CGS
 NM0524
 NM0524                          STATION DESCRIPTION
 NM0524
 NM0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0524'3.5 MI S FROM WALTHILL.
 NM0524'TO REACH FROM THE BURLINGTON RAILROAD STATION AT WALTHILL GO
 NM0524'EAST 0.4 MILE ALONG STATE HIGHWAY NO. 94, THENCE SOUTH 3.1
 NM0524'MILES ALONG U.S. HIGHWAY NO. 77 TO SITE OF MARK.  BENCH MARK
 NM0524'IS AT THE INTERSECTION OF THE HIGHWAY AND AN EAST-WEST GRADED
 NM0524'DIRT ROAD, 131.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 NM0524'136.0 FEET SOUTH-SOUTHEAST OF THE INTERSECTION OF THE CENTER
 NM0524'LINES OF THE ROAD AND THE HIGHWAY, 42.0 FEET EAST OF AND ABOUT
 NM0524'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT WEST OF
 NM0524'A FENCE, 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN
 NM0524'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE
 NM0524'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0525 ***********************************************************************
 NM0525  DESIGNATION -  H 237 RESET
 NM0525  PID         -  NM0525
 NM0525  STATE/COUNTY-  NE/THURSTON
 NM0525  USGS QUAD   -  WALTHILL SW (1966)
 NM0525
 NM0525                         *CURRENT SURVEY CONTROL
 NM0525  ___________________________________________________________________
 NM0525* NAD 83(1986)-  42 06 16.     (N)    096 27 47.     (W)     SCALED    
 NM0525* NAVD 88     -       425.34   (meters)    1395.5    (feet)  RESET     
 NM0525  ___________________________________________________________________
 NM0525  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM0525
 NM0525  VERT ORDER  -  THIRD
 NM0525
 NM0525.The horizontal coordinates were scaled from a topographic map and have
 NM0525.an estimated accuracy of +/- 6 seconds.
 NM0525
 NM0525.The orthometric height was computed from unverified reset data.
 NM0525
 NM0525.The geoid height was determined by GEOID03.
 NM0525
 NM0525;                    North         East    Units  Estimated Accuracy
 NM0525;SPC NE       -   258,140.      792,390.      MT  (+/- 180 meters Scaled)
 NM0525
 NM0525                          SUPERSEDED SURVEY CONTROL
 NM0525
 NM0525  NGVD 29 (??/??/??)  425.18   (m)         1394.9    (f) RESET       3  
 NM0525
 NM0525.Superseded values are not recommended for survey control.
 NM0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0525.See file dsdata.txt to determine how the superseded data were derived.
 NM0525
 NM0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM097644(NAD 83)
 NM0525_MARKER: DB = BENCH MARK DISK
 NM0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0525_STAMPING: H 237 RESET 1965
 NM0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0525+STABILITY: SURFACE MOTION
 NM0525
 NM0525  HISTORY     - Date     Condition        Report By
 NM0525  HISTORY     - 1965     MONUMENTED       LOCENG
 NM0525  HISTORY     - 1967     GOOD             LOCENG
 NM0525
 NM0525                          STATION DESCRIPTION
 NM0525
 NM0525'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0525'3.5 MI S FROM WALTHILL.
 NM0525'0.4 MILE EAST ALONG STATE HIGHWAY 94 FROM THE BURLINGTON RAILROAD
 NM0525'STATION AT WALTHILL, THENCE 3.1 MILES SOUTH ALONG U.S. HIGHWAY
 NM0525'77, 94 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AT STATION
 NM0525'482 + 82, 52 FEET NORTH OF THE CENTER LINE OF A COUNTY ROAD
 NM0525'WEST, 64 FEET WEST OF THE TOP OF A ROADWAY PIPE CULVERT, 14
 NM0525'FEET NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER POST, SET IN
 NM0525'THE TOP OF A 4 INCH SQUARE CONCRETE POST WITH AN 8 INCH SQUARE
 NM0525'TOP PROJECTING 4 INCHES, AND ABOUT 1 FOOT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0707 ***********************************************************************
 NM0707  DESIGNATION -  H 238
 NM0707  PID         -  NM0707
 NM0707  STATE/COUNTY-  NE/THURSTON
 NM0707  USGS QUAD   -  EMERSON (1967)
 NM0707
 NM0707                         *CURRENT SURVEY CONTROL
 NM0707  ___________________________________________________________________
 NM0707* NAD 83(1986)-  42 15 51.     (N)    096 41 12.     (W)     SCALED    
 NM0707* NAVD 88     -       435.453  (meters)    1428.65   (feet)  ADJUSTED  
 NM0707  ___________________________________________________________________
 NM0707  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 NM0707  DYNAMIC HT  -         435.304 (meters)    1428.16  (feet)  COMP
 NM0707  MODELED GRAV-     980,265.9   (mgal)                       NAVD 88
 NM0707
 NM0707  VERT ORDER  -  SECOND    CLASS 0
 NM0707
 NM0707.The horizontal coordinates were scaled from a topographic map and have
 NM0707.an estimated accuracy of +/- 6 seconds.
 NM0707
 NM0707.The orthometric height was determined by differential leveling
 NM0707.and adjusted by the National Geodetic Survey in June 1991..
 NM0707
 NM0707.The geoid height was determined by GEOID03.
 NM0707
 NM0707.The dynamic height is computed by dividing the NAVD 88
 NM0707.geopotential number by the normal gravity value computed on the
 NM0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0707.degrees latitude (g = 980.6199 gals.).
 NM0707
 NM0707.The modeled gravity was interpolated from observed gravity values.
 NM0707
 NM0707;                    North         East    Units  Estimated Accuracy
 NM0707;SPC NE       -   275,130.      773,240.      MT  (+/- 180 meters Scaled)
 NM0707
 NM0707                          SUPERSEDED SURVEY CONTROL
 NM0707
 NM0707  NGVD 29 (??/??/92)  435.282  (m)         1428.09   (f) ADJ UNCH    2 0
 NM0707
 NM0707.Superseded values are not recommended for survey control.
 NM0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0707.See file dsdata.txt to determine how the superseded data were derived.
 NM0707
 NM0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM907816(NAD 83)
 NM0707_MARKER: DB = BENCH MARK DISK
 NM0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0707_STAMPING: H 238 1947
 NM0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0707+STABILITY: SURFACE MOTION
 NM0707
 NM0707  HISTORY     - Date     Condition        Report By
 NM0707  HISTORY     - 1947     MONUMENTED       CGS
 NM0707  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0707
 NM0707                          STATION DESCRIPTION
 NM0707
 NM0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0707'3 MI E FROM EMERSON.
 NM0707'0.9 MILE SOUTH ALONG STATE HIGHWAY 9 FROM THE RAILROAD STATION
 NM0707'AT EMERSON TO A DIRT CROSS ROAD, THENCE EAST 2.1 MILES TO A
 NM0707'DIRT CROSS ROAD, 35.7 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 NM0707'ROAD, 22.0 FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 16.4
 NM0707'FEET SOUTHEAST OF A POWER POLE, 11.8 NORTHWEST OF A GROUP OF
 NM0707'3 MAIL BOXES, 9.6 EAST OF A FENCE CORNER POST, 1.0 FOOT SOUTH
 NM0707'OF A BARBED WIRE FENCE, 2.0 FEET WEST OF A 4 IN X 4 IN MARKER
 NM0707'POST AND SET IN THE TOP OF A CONCRETE POST.
 NM0707
 NM0707                          STATION RECOVERY (1965)
 NM0707
 NM0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0722 ***********************************************************************
 NM0722  DESIGNATION -  H 239
 NM0722  PID         -  NM0722
 NM0722  STATE/COUNTY-  NE/THURSTON
 NM0722  USGS QUAD   -  PENDER NE (1966)
 NM0722
 NM0722                         *CURRENT SURVEY CONTROL
 NM0722  ___________________________________________________________________
 NM0722* NAD 83(1986)-  42 09 46.     (N)    096 35 23.     (W)     SCALED    
 NM0722* NAVD 88     -       411.882  (meters)    1351.32   (feet)  ADJUSTED  
 NM0722  ___________________________________________________________________
 NM0722  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 NM0722  DYNAMIC HT  -         411.737 (meters)    1350.84  (feet)  COMP
 NM0722  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 NM0722
 NM0722  VERT ORDER  -  SECOND    CLASS 0
 NM0722
 NM0722.The horizontal coordinates were scaled from a topographic map and have
 NM0722.an estimated accuracy of +/- 6 seconds.
 NM0722
 NM0722.The orthometric height was determined by differential leveling
 NM0722.and adjusted by the National Geodetic Survey in June 1991..
 NM0722
 NM0722.The geoid height was determined by GEOID03.
 NM0722
 NM0722.The dynamic height is computed by dividing the NAVD 88
 NM0722.geopotential number by the normal gravity value computed on the
 NM0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0722.degrees latitude (g = 980.6199 gals.).
 NM0722
 NM0722.The modeled gravity was interpolated from observed gravity values.
 NM0722
 NM0722;                    North         East    Units  Estimated Accuracy
 NM0722;SPC NE       -   264,190.      781,670.      MT  (+/- 180 meters Scaled)
 NM0722
 NM0722                          SUPERSEDED SURVEY CONTROL
 NM0722
 NM0722  NGVD 29 (??/??/92)  411.724  (m)         1350.80   (f) ADJ UNCH    2 0
 NM0722
 NM0722.Superseded values are not recommended for survey control.
 NM0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0722.See file dsdata.txt to determine how the superseded data were derived.
 NM0722
 NM0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM991706(NAD 83)
 NM0722_MARKER: DB = BENCH MARK DISK
 NM0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0722_STAMPING: H 239 1947
 NM0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0722+STABILITY: SURFACE MOTION
 NM0722
 NM0722  HISTORY     - Date     Condition        Report By
 NM0722  HISTORY     - 1947     MONUMENTED       CGS
 NM0722  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0722
 NM0722                          STATION DESCRIPTION
 NM0722
 NM0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0722'7 MI SE FROM THURSTON.
 NM0722'0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE WATER TOWER AT THURSTON,
 NM0722'THENCE 1.0 MILE SOUTH TO A DIRT CROSSROAD, THENCE 6.0 MILES EAST
 NM0722'TO A STEEL BRIDGE AND A DIRT CROSSROAD, 77.9 FEET NORTHWEST OF
 NM0722'THE NORTHWEST CORNER OF THE BRIDGE, 40.8 FEET WEST OF THE CENTER
 NM0722'LINE OF THE ROAD LEADING NORTH, 35.9 FEET NORTH OF THE EAST-WEST
 NM0722'ROAD, 1.0 FOOT SOUTH OF A BARBED WIRE FENCE, 2.0 FEET EAST OF
 NM0722'A 4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST
 NM0722'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 NM0722
 NM0722                          STATION RECOVERY (1965)
 NM0722
 NM0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0447 ***********************************************************************
 NM0447  DESIGNATION -  H 240
 NM0447  PID         -  NM0447
 NM0447  STATE/COUNTY-  NE/THURSTON
 NM0447  USGS QUAD   -  MACY (1966)
 NM0447
 NM0447                         *CURRENT SURVEY CONTROL
 NM0447  ___________________________________________________________________
 NM0447* NAD 83(1986)-  42 06 36.     (N)    096 20 41.     (W)     SCALED    
 NM0447* NAVD 88     -       335.742  (meters)    1101.51   (feet)  ADJUSTED  
 NM0447  ___________________________________________________________________
 NM0447  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 NM0447  DYNAMIC HT  -         335.625 (meters)    1101.13  (feet)  COMP
 NM0447  MODELED GRAV-     980,264.3   (mgal)                       NAVD 88
 NM0447
 NM0447  VERT ORDER  -  SECOND    CLASS 0
 NM0447
 NM0447.The horizontal coordinates were scaled from a topographic map and have
 NM0447.an estimated accuracy of +/- 6 seconds.
 NM0447
 NM0447.The orthometric height was determined by differential leveling
 NM0447.and adjusted by the National Geodetic Survey in June 1991..
 NM0447
 NM0447.The geoid height was determined by GEOID03.
 NM0447
 NM0447.The dynamic height is computed by dividing the NAVD 88
 NM0447.geopotential number by the normal gravity value computed on the
 NM0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0447.degrees latitude (g = 980.6199 gals.).
 NM0447
 NM0447.The modeled gravity was interpolated from observed gravity values.
 NM0447
 NM0447;                    North         East    Units  Estimated Accuracy
 NM0447;SPC NE       -   259,160.      802,140.      MT  (+/- 180 meters Scaled)
 NM0447
 NM0447                          SUPERSEDED SURVEY CONTROL
 NM0447
 NM0447  NGVD 29 (??/??/92)  335.594  (m)         1101.03   (f) ADJ UNCH    2 0
 NM0447
 NM0447.Superseded values are not recommended for survey control.
 NM0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0447.See file dsdata.txt to determine how the superseded data were derived.
 NM0447
 NM0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM195654(NAD 83)
 NM0447_MARKER: DB = BENCH MARK DISK
 NM0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0447_SP_SET: BRIDGE
 NM0447_STAMPING: H 240 1947
 NM0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0447
 NM0447  HISTORY     - Date     Condition        Report By
 NM0447  HISTORY     - 1947     MONUMENTED       CGS
 NM0447  HISTORY     - 1961     GOOD             NGS
 NM0447
 NM0447                          STATION DESCRIPTION
 NM0447
 NM0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0447'10.3 MI SE FROM WALTHILL.
 NM0447'6.5 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0447'AT WALTHILL, THENCE 3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 73E,
 NM0447'IN THE SOUTHEAST CORNER OF THE SOUTHEAST WINGWALL OF A CONCRETE
 NM0447'BRIDGE, 12.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 NM0447'1.3 FEET NORTHWEST OF THE SOUTHEAST CORNER, 1.7 FEET ABOVE
 NM0447'THE LEVEL OF THE ROAD AND SET IN A DRILL HOLE.
 NM0447
 NM0447                          STATION RECOVERY (1961)
 NM0447
 NM0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NM0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0295 ***********************************************************************
 MK0295  DESIGNATION -  H 241
 MK0295  PID         -  MK0295
 MK0295  STATE/COUNTY-  NE/BURT
 MK0295  USGS QUAD   -  BERTHA (1970)
 MK0295
 MK0295                         *CURRENT SURVEY CONTROL
 MK0295  ___________________________________________________________________
 MK0295* NAD 83(1986)-  41 53 13.     (N)    096 18 31.     (W)     SCALED    
 MK0295* NAVD 88     -       428.493  (meters)    1405.81   (feet)  ADJUSTED  
 MK0295  ___________________________________________________________________
 MK0295  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 MK0295  DYNAMIC HT  -         428.334 (meters)    1405.29  (feet)  COMP
 MK0295  MODELED GRAV-     980,237.0   (mgal)                       NAVD 88
 MK0295
 MK0295  VERT ORDER  -  SECOND    CLASS 0
 MK0295
 MK0295.The horizontal coordinates were scaled from a topographic map and have
 MK0295.an estimated accuracy of +/- 6 seconds.
 MK0295
 MK0295.The orthometric height was determined by differential leveling
 MK0295.and adjusted by the National Geodetic Survey in June 1991..
 MK0295
 MK0295.The geoid height was determined by GEOID03.
 MK0295
 MK0295.The dynamic height is computed by dividing the NAVD 88
 MK0295.geopotential number by the normal gravity value computed on the
 MK0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0295.degrees latitude (g = 980.6199 gals.).
 MK0295
 MK0295.The modeled gravity was interpolated from observed gravity values.
 MK0295
 MK0295;                    North         East    Units  Estimated Accuracy
 MK0295;SPC NE       -   234,540.      806,180.      MT  (+/- 180 meters Scaled)
 MK0295
 MK0295                          SUPERSEDED SURVEY CONTROL
 MK0295
 MK0295  NGVD 29 (??/??/92)  428.347  (m)         1405.34   (f) ADJ UNCH    2 0
 MK0295
 MK0295.Superseded values are not recommended for survey control.
 MK0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0295.See file dsdata.txt to determine how the superseded data were derived.
 MK0295
 MK0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM232407(NAD 83)
 MK0295_MARKER: DB = BENCH MARK DISK
 MK0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0295_STAMPING: H 241 1947
 MK0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0295+STABILITY: SURFACE MOTION
 MK0295
 MK0295  HISTORY     - Date     Condition        Report By
 MK0295  HISTORY     - 1947     MONUMENTED       CGS
 MK0295  HISTORY     - 1965     POOR             USGS
 MK0295
 MK0295                          STATION DESCRIPTION
 MK0295
 MK0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0295'9.7 MI NE FROM CRAIG.
 MK0295'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73W FROM THE HIGH SCHOOL
 MK0295'AT CRAIG, THENCE 7.0 MILES NORTH AND 2.0 MILES EAST ALONG GRAVEL
 MK0295'ROADS, 2.0 MILES EAST OF THE BERTHA GENERAL STORE, NEAR A
 MK0295'LARGE 2 1/2-STORY FARM HOUSE, 52.0 FEET EAST OF THE CENTER OF A
 MK0295'DIRT ROAD LEADING NORTH, 32.0 FEET NORTH OF THE CENTER OF THE
 MK0295'EAST-WEST ROAD, 21.0 FEET EAST OF A FENCE CORNER POST, 2.0 FEET
 MK0295'WEST OF A REFERENCE POST, 1.0 FOOT SOUTH OF THE NORTH RIGHT OF
 MK0295'WAY FENCE, SET IN A CONCRETE POST ABOUT 1 FOOT BELOW THE ROAD
 MK0295'AND PROJECTING 0.1 FOOT.  NOTE-- MARK HAS BEEN HIT BY FARM
 MK0295'MACHINERY AND IS LOOSE.
 MK0295
 MK0295                          STATION RECOVERY (1965)
 MK0295
 MK0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0295'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0168 ***********************************************************************
 MK0168  DESIGNATION -  H 242
 MK0168  PID         -  MK0168
 MK0168  STATE/COUNTY-  NE/BURT
 MK0168  USGS QUAD   -  TEKAMAH NW (1970)
 MK0168
 MK0168                         *CURRENT SURVEY CONTROL
 MK0168  ___________________________________________________________________
 MK0168* NAD 83(1986)-  41 57 37.     (N)    096 12 26.     (W)     SCALED    
 MK0168* NAVD 88     -       319.165  (meters)    1047.13   (feet)  ADJUSTED  
 MK0168  ___________________________________________________________________
 MK0168  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 MK0168  DYNAMIC HT  -         319.050 (meters)    1046.75  (feet)  COMP
 MK0168  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 MK0168
 MK0168  VERT ORDER  -  SECOND    CLASS 0
 MK0168
 MK0168.The horizontal coordinates were scaled from a topographic map and have
 MK0168.an estimated accuracy of +/- 6 seconds.
 MK0168
 MK0168.The orthometric height was determined by differential leveling
 MK0168.and adjusted by the National Geodetic Survey in June 1991..
 MK0168
 MK0168.The geoid height was determined by GEOID03.
 MK0168
 MK0168.The dynamic height is computed by dividing the NAVD 88
 MK0168.geopotential number by the normal gravity value computed on the
 MK0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0168.degrees latitude (g = 980.6199 gals.).
 MK0168
 MK0168.The modeled gravity was interpolated from observed gravity values.
 MK0168
 MK0168;                    North         East    Units  Estimated Accuracy
 MK0168;SPC NE       -   243,040.      814,230.      MT  (+/- 180 meters Scaled)
 MK0168
 MK0168                          SUPERSEDED SURVEY CONTROL
 MK0168
 MK0168  NGVD 29 (??/??/92)  319.022  (m)         1046.66   (f) ADJ UNCH    2 0
 MK0168
 MK0168.Superseded values are not recommended for survey control.
 MK0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0168.See file dsdata.txt to determine how the superseded data were derived.
 MK0168
 MK0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM314491(NAD 83)
 MK0168_MARKER: DB = BENCH MARK DISK
 MK0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0168_STAMPING: H 242 1947
 MK0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0168+STABILITY: SURFACE MOTION
 MK0168
 MK0168  HISTORY     - Date     Condition        Report By
 MK0168  HISTORY     - 1947     MONUMENTED       CGS
 MK0168  HISTORY     - 1974     GOOD             LOCSUR
 MK0168
 MK0168                          STATION DESCRIPTION
 MK0168
 MK0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0168'5.2 MI SE FROM DECATUR.
 MK0168'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0168'AT DECATUR, THENCE 2.1 MILES EAST AND 1.75 MILE SOUTH ALONG A
 MK0168'GRAVEL ROAD, IN THE NORTHWEST ANGLE OF A CROSS ROAD, 36.0 FEET
 MK0168'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 34.0 FEET NORTH
 MK0168'OF THE CENTER OF THE EAST-WEST ROAD, 9.0 FEET NORTHWEST OF
 MK0168'TELEPHONE POLE NO. 30/207, 2.3 FEET SOUTH OF A REFERENCE POST,
 MK0168'SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE ROAD AND PROJECTING
 MK0168'0.2 FOOT.
 MK0168
 MK0168                          STATION RECOVERY (1974)
 MK0168
 MK0168'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0632 ***********************************************************************
 MK0632  DESIGNATION -  H 243
 MK0632  PID         -  MK0632
 MK0632  STATE/COUNTY-  NE/DOUGLAS
 MK0632  USGS QUAD   -  IRVINGTON (1984)
 MK0632
 MK0632                         *CURRENT SURVEY CONTROL
 MK0632  ___________________________________________________________________
 MK0632* NAD 83(1986)-  41 19 08.     (N)    096 06 02.     (W)     SCALED    
 MK0632* NAVD 88     -       337.582  (meters)    1107.55   (feet)  ADJUSTED  
 MK0632  ___________________________________________________________________
 MK0632  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MK0632  DYNAMIC HT  -         337.433 (meters)    1107.06  (feet)  COMP
 MK0632  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 MK0632
 MK0632  VERT ORDER  -  SECOND    CLASS 0
 MK0632
 MK0632.The horizontal coordinates were scaled from a topographic map and have
 MK0632.an estimated accuracy of +/- 6 seconds.
 MK0632
 MK0632.The orthometric height was determined by differential leveling
 MK0632.and adjusted by the National Geodetic Survey in June 1991..
 MK0632
 MK0632.The geoid height was determined by GEOID03.
 MK0632
 MK0632.The dynamic height is computed by dividing the NAVD 88
 MK0632.geopotential number by the normal gravity value computed on the
 MK0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0632.degrees latitude (g = 980.6199 gals.).
 MK0632
 MK0632.The modeled gravity was interpolated from observed gravity values.
 MK0632
 MK0632;                    North         East    Units  Estimated Accuracy
 MK0632;SPC NE       -   172,290.      826,270.      MT  (+/- 180 meters Scaled)
 MK0632
 MK0632                          SUPERSEDED SURVEY CONTROL
 MK0632
 MK0632  NGVD 29 (??/??/92)  337.459  (m)         1107.15   (f) ADJ UNCH    2 0
 MK0632
 MK0632.Superseded values are not recommended for survey control.
 MK0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0632.See file dsdata.txt to determine how the superseded data were derived.
 MK0632
 MK0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL426782(NAD 83)
 MK0632_MARKER: DB = BENCH MARK DISK
 MK0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0632_STAMPING: H 243 1947
 MK0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0632+STABILITY: SURFACE MOTION
 MK0632
 MK0632  HISTORY     - Date     Condition        Report By
 MK0632  HISTORY     - 1947     MONUMENTED       CGS
 MK0632
 MK0632                          STATION DESCRIPTION
 MK0632
 MK0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0632'3.4 MI W FROM IRVINGTON.
 MK0632'0.6 MILE SOUTH ALONG AN OILED ROAD FROM THE POST OFFICE AT
 MK0632'IRVINGTON, THENCE 2.85 MILES NORTHWEST ALONG STATE HIGHWAY NO. 8,
 MK0632'IN THE NORTHWEST ANGLE OF A GRAVEL CROSS ROAD, 41.0 FEET NORTH
 MK0632'OF THE CENTER OF THE HIGHWAY, 33.0 FEET WEST OF THE CENTER OF THE
 MK0632'GRAVEL CROSS ROAD, 9.0 FEET NORTH OF THE NORTH SIDE OF A 3-FOOT
 MK0632'COTTONWOOD TREE, 3.5 FEET NORTHWEST OF A TELEPHONE POLE, 2.0
 MK0632'FEET SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 MK0632'4 FEET ABOVE THE HIGHWAY AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0585 ***********************************************************************
 MK0585  DESIGNATION -  H 244
 MK0585  PID         -  MK0585
 MK0585  STATE/COUNTY-  NE/DODGE
 MK0585  USGS QUAD   -  FREMONT WEST (1983)
 MK0585
 MK0585                         *CURRENT SURVEY CONTROL
 MK0585  ___________________________________________________________________
 MK0585* NAD 83(1986)-  41 27 04.     (N)    096 30 42.     (W)     SCALED    
 MK0585* NAVD 88     -       365.499  (meters)    1199.14   (feet)  ADJUSTED  
 MK0585  ___________________________________________________________________
 MK0585  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 MK0585  DYNAMIC HT  -         365.334 (meters)    1198.60  (feet)  COMP
 MK0585  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 MK0585
 MK0585  VERT ORDER  -  SECOND    CLASS 0
 MK0585
 MK0585.This mark is at Fremont Municipal Airport (FET)
 MK0585
 MK0585.The horizontal coordinates were scaled from a topographic map and have
 MK0585.an estimated accuracy of +/- 6 seconds.
 MK0585
 MK0585.The orthometric height was determined by differential leveling
 MK0585.and adjusted by the National Geodetic Survey in June 1991..
 MK0585
 MK0585.The geoid height was determined by GEOID03.
 MK0585
 MK0585.The dynamic height is computed by dividing the NAVD 88
 MK0585.geopotential number by the normal gravity value computed on the
 MK0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0585.degrees latitude (g = 980.6199 gals.).
 MK0585
 MK0585.The modeled gravity was interpolated from observed gravity values.
 MK0585
 MK0585;                    North         East    Units  Estimated Accuracy
 MK0585;SPC NE       -   185,490.      791,300.      MT  (+/- 180 meters Scaled)
 MK0585
 MK0585                          SUPERSEDED SURVEY CONTROL
 MK0585
 MK0585  NGVD 29 (??/??/92)  365.352  (m)         1198.66   (f) ADJ UNCH    2 0
 MK0585
 MK0585.Superseded values are not recommended for survey control.
 MK0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0585.See file dsdata.txt to determine how the superseded data were derived.
 MK0585
 MK0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL078918(NAD 83)
 MK0585_MARKER: DB = BENCH MARK DISK
 MK0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0585_STAMPING: H 244 1947
 MK0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0585+STABILITY: SURFACE MOTION
 MK0585
 MK0585  HISTORY     - Date     Condition        Report By
 MK0585  HISTORY     - 1947     MONUMENTED       CGS
 MK0585
 MK0585                          STATION DESCRIPTION
 MK0585
 MK0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0585'AT FREMONT.
 MK0585'AT FREMONT, 1.1 MILE NORTH ALONG U.S. HIGHWAY NO. 77 AND 0.8
 MK0585'MILE WEST ALONG U.S. HIHGWAY NO. 30 FROM THE POST OFFICE, AT
 MK0585'THE FREMONT MUNICIPAL AIRPORT.  115.0 FEET WEST OF A FIRE
 MK0585'HYDRANT, IN A SMALL PARK IN FRONT OF THE ADMINISTRATION BUILDING
 MK0585'AT THE AIRPORT, 33.0 FEET SOUTH OF THE CENTER LINE OF U.S.
 MK0585'HIGHWAY NO. 30, 3.0 FEET SOUTH OF TELEPHONE POLE NO. 2.  A
 MK0585'BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0585'2.0 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0371 ***********************************************************************
 MK0371  DESIGNATION -  H 245
 MK0371  PID         -  MK0371
 MK0371  STATE/COUNTY-  NE/BURT
 MK0371  USGS QUAD   -  HERMAN (1970)
 MK0371
 MK0371                         *CURRENT SURVEY CONTROL
 MK0371  ___________________________________________________________________
 MK0371* NAD 83(1986)-  41 44 30.     (N)    096 14 25.     (W)     SCALED    
 MK0371* NAVD 88     -       331.762  (meters)    1088.46   (feet)  ADJUSTED  
 MK0371  ___________________________________________________________________
 MK0371  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 MK0371  DYNAMIC HT  -         331.631 (meters)    1088.03  (feet)  COMP
 MK0371  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 MK0371
 MK0371  VERT ORDER  -  SECOND    CLASS 0
 MK0371
 MK0371.The horizontal coordinates were scaled from a topographic map and have
 MK0371.an estimated accuracy of +/- 6 seconds.
 MK0371
 MK0371.The orthometric height was determined by differential leveling
 MK0371.and adjusted by the National Geodetic Survey in June 1991..
 MK0371
 MK0371.The geoid height was determined by GEOID03.
 MK0371
 MK0371.The dynamic height is computed by dividing the NAVD 88
 MK0371.geopotential number by the normal gravity value computed on the
 MK0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0371.degrees latitude (g = 980.6199 gals.).
 MK0371
 MK0371.The modeled gravity was interpolated from observed gravity values.
 MK0371
 MK0371;                    North         East    Units  Estimated Accuracy
 MK0371;SPC NE       -   218,670.      812,550.      MT  (+/- 180 meters Scaled)
 MK0371
 MK0371                          SUPERSEDED SURVEY CONTROL
 MK0371
 MK0371  NGVD 29 (??/??/92)  331.625  (m)         1088.01   (f) ADJ UNCH    2 0
 MK0371
 MK0371.Superseded values are not recommended for survey control.
 MK0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0371.See file dsdata.txt to determine how the superseded data were derived.
 MK0371
 MK0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM294247(NAD 83)
 MK0371_MARKER: DB = BENCH MARK DISK
 MK0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0371_STAMPING: H 245 1947
 MK0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0371+STABILITY: SURFACE MOTION
 MK0371
 MK0371  HISTORY     - Date     Condition        Report By
 MK0371  HISTORY     - 1947     MONUMENTED       CGS
 MK0371
 MK0371                          STATION DESCRIPTION
 MK0371
 MK0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0371'2.4 MI SW FROM TEKAMAH.
 MK0371'2.35 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE CHICAGO,
 MK0371'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION AT TEKAMAH, AT
 MK0371'THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 40.0 FEET SOUTHWEST
 MK0371'OF R E A POWER LINE POLE NO. B8 74, 33.0 FEET NORTHWEST OF THE
 MK0371'CENTER OF THE ROAD, 2.5 FEET NORTHEAST OF A FENCE CORNER POST
 MK0371'WHICH IS IN LINE WITH THE CENTER OF THE GRAVEL ROAD LEADING
 MK0371'EAST AND ALSO IN LINE WITH AN EAST-WEST ROW OF LARGE LOCUST
 MK0371'TREES, 1.8 FOOT SOUTHWEST OF A REFERENCE POST, 0.8 FOOT SOUTHEAST
 MK0371'OF THE NORTHWEST RIGHT OF WAY FENCE, SET IN A CONCRETE POST
 MK0371'ABOUT 4 FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0588 ***********************************************************************
 NM0588  DESIGNATION -  H 246
 NM0588  PID         -  NM0588
 NM0588  STATE/COUNTY-  NE/THURSTON
 NM0588  USGS QUAD   -  PENDER (1966)
 NM0588
 NM0588                         *CURRENT SURVEY CONTROL
 NM0588  ___________________________________________________________________
 NM0588* NAD 83(1986)-  42 04 33.     (N)    096 39 38.     (W)     SCALED    
 NM0588* NAVD 88     -       400.036  (meters)    1312.45   (feet)  ADJUSTED  
 NM0588  ___________________________________________________________________
 NM0588  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NM0588  DYNAMIC HT  -         399.893 (meters)    1311.98  (feet)  COMP
 NM0588  MODELED GRAV-     980,251.3   (mgal)                       NAVD 88
 NM0588
 NM0588  VERT ORDER  -  SECOND    CLASS 0
 NM0588
 NM0588.The horizontal coordinates were scaled from a topographic map and have
 NM0588.an estimated accuracy of +/- 6 seconds.
 NM0588
 NM0588.The orthometric height was determined by differential leveling
 NM0588.and adjusted by the National Geodetic Survey in June 1991..
 NM0588
 NM0588.The geoid height was determined by GEOID03.
 NM0588
 NM0588.The dynamic height is computed by dividing the NAVD 88
 NM0588.geopotential number by the normal gravity value computed on the
 NM0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0588.degrees latitude (g = 980.6199 gals.).
 NM0588
 NM0588.The modeled gravity was interpolated from observed gravity values.
 NM0588
 NM0588;                    North         East    Units  Estimated Accuracy
 NM0588;SPC NE       -   254,310.      776,200.      MT  (+/- 180 meters Scaled)
 NM0588
 NM0588                          SUPERSEDED SURVEY CONTROL
 NM0588
 NM0588  NGVD 29 (??/??/92)  399.880  (m)         1311.94   (f) ADJ UNCH    2 0
 NM0588
 NM0588.Superseded values are not recommended for survey control.
 NM0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0588.See file dsdata.txt to determine how the superseded data were derived.
 NM0588
 NM0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM935608(NAD 83)
 NM0588_MARKER: DB = BENCH MARK DISK
 NM0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0588_STAMPING: H 246 1947
 NM0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0588+STABILITY: SURFACE MOTION
 NM0588
 NM0588  HISTORY     - Date     Condition        Report By
 NM0588  HISTORY     - 1947     MONUMENTED       CGS
 NM0588
 NM0588                          STATION DESCRIPTION
 NM0588
 NM0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0588'3.6 MI SE FROM PENDER.
 NM0588'3.55 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0588'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION AT
 NM0588'PENDER, 0.25 MILE NORTHWEST OF A BRIDGE OVER A CREEK, 64.3
 NM0588'FEET NORTHWEST OF THE NORTHWEST END OF A 3-FOOT CONCRETE PIPE
 NM0588'CULVERT UNDER AN EAST-WEST DIRT ROAD, 53.8 FEET SOUTHWEST OF THE
 NM0588'SOUTHWEST RAIL OF THE TRACK, 48.0 FEET NORTH OF THE CENTER OF
 NM0588'THE EAST-WEST DIRT ROAD, 30.7 FEET SOUTHWEST OF MILE POST
 NM0588'SU.C. 45, 2.0 FEET NORTHWEST OF A REFERENCE POST, 0.8 FOOT
 NM0588'NORTHEAST OF THE SOUTHWEST RIGHT OF WAY FENCE, SET IN A CONCRETE
 NM0588'POST ABOUT 5 FEET BELOW THE TRACK AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0431 ***********************************************************************
 MK0431  DESIGNATION -  H 247 RESET
 MK0431  PID         -  MK0431
 MK0431  STATE/COUNTY-  NE/WASHINGTON
 MK0431  USGS QUAD   -  ORUM (1969)
 MK0431
 MK0431                         *CURRENT SURVEY CONTROL
 MK0431  ___________________________________________________________________
 MK0431* NAD 83(1986)-  41 32 17.     (N)    096 20 53.     (W)     SCALED    
 MK0431* NAVD 88     -       361.66   (meters)    1186.5    (feet)  RESET     
 MK0431  ___________________________________________________________________
 MK0431  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MK0431
 MK0431  VERT ORDER  -  THIRD
 MK0431
 MK0431.The horizontal coordinates were scaled from a topographic map and have
 MK0431.an estimated accuracy of +/- 6 seconds.
 MK0431
 MK0431.The orthometric height was computed from unverified reset data.
 MK0431
 MK0431.The geoid height was determined by GEOID03.
 MK0431
 MK0431;                    North         East    Units  Estimated Accuracy
 MK0431;SPC NE       -   195,700.      804,550.      MT  (+/- 180 meters Scaled)
 MK0431
 MK0431                          SUPERSEDED SURVEY CONTROL
 MK0431
 MK0431  NGVD 29 (??/??/??)  361.51   (m)         1186.1    (f) RESET       3  
 MK0431
 MK0431.Superseded values are not recommended for survey control.
 MK0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0431.See file dsdata.txt to determine how the superseded data were derived.
 MK0431
 MK0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM212018(NAD 83)
 MK0431_MARKER: DB = BENCH MARK DISK
 MK0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0431_STAMPING: H 247 1947 RESET 1964
 MK0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0431+STABILITY: SURFACE MOTION
 MK0431
 MK0431  HISTORY     - Date     Condition        Report By
 MK0431  HISTORY     - 1964     MONUMENTED       BOR
 MK0431
 MK0431                          STATION DESCRIPTION
 MK0431
 MK0431'DESCRIBED BY US BUREAU OF RECLAMATION 1964
 MK0431'4.5 MI W FROM ORUM.
 MK0431'ABOUT 0.5 MILE SOUTH AND 4.0 MILES WEST ALONG STATE HIGHWAY 91
 MK0431'FROM THE SCHOOL AT ORUM, AT THE JUNCTION OF A PRIVATE ROAD
 MK0431'LEADING SOUTH TO A FARM HOUSE, 61 FEET SOUTH OF THE CENTER LINE OF
 MK0431'HIGHWAY 91, 40 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 21
 MK0431'FEET SOUTH AND 24 FEET WEST OF THE ORIGINAL LOCATION OF THE OLD
 MK0431'MARK, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0542 ***********************************************************************
 NM0542  DESIGNATION -  H 248
 NM0542  PID         -  NM0542
 NM0542  STATE/COUNTY-  NE/THURSTON
 NM0542  USGS QUAD   -  WALTHILL SW (1966)
 NM0542
 NM0542                         *CURRENT SURVEY CONTROL
 NM0542  ___________________________________________________________________
 NM0542* NAD 83(1986)-  42 02 45.     (N)    096 26 37.     (W)     SCALED    
 NM0542* NAVD 88     -       433.790  (meters)    1423.19   (feet)  ADJUSTED  
 NM0542  ___________________________________________________________________
 NM0542  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 NM0542  DYNAMIC HT  -         433.634 (meters)    1422.68  (feet)  COMP
 NM0542  MODELED GRAV-     980,248.4   (mgal)                       NAVD 88
 NM0542
 NM0542  VERT ORDER  -  SECOND    CLASS 0
 NM0542
 NM0542.The horizontal coordinates were scaled from a topographic map and have
 NM0542.an estimated accuracy of +/- 6 seconds.
 NM0542
 NM0542.The orthometric height was determined by differential leveling
 NM0542.and adjusted by the National Geodetic Survey in June 1991..
 NM0542
 NM0542.The geoid height was determined by GEOID03.
 NM0542
 NM0542.The dynamic height is computed by dividing the NAVD 88
 NM0542.geopotential number by the normal gravity value computed on the
 NM0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0542.degrees latitude (g = 980.6199 gals.).
 NM0542
 NM0542.The modeled gravity was interpolated from observed gravity values.
 NM0542
 NM0542;                    North         East    Units  Estimated Accuracy
 NM0542;SPC NE       -   251,700.      794,270.      MT  (+/- 180 meters Scaled)
 NM0542
 NM0542                          SUPERSEDED SURVEY CONTROL
 NM0542
 NM0542  NGVD 29 (??/??/92)  433.637  (m)         1422.69   (f) ADJ UNCH    2 0
 NM0542
 NM0542.Superseded values are not recommended for survey control.
 NM0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0542.See file dsdata.txt to determine how the superseded data were derived.
 NM0542
 NM0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM115580(NAD 83)
 NM0542_MARKER: DB = BENCH MARK DISK
 NM0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0542_STAMPING: H 248 1947
 NM0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0542+STABILITY: SURFACE MOTION
 NM0542
 NM0542  HISTORY     - Date     Condition        Report By
 NM0542  HISTORY     - 1947     MONUMENTED       CGS
 NM0542
 NM0542                          STATION DESCRIPTION
 NM0542
 NM0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0542'4 MI SE FROM ROSALIE.
 NM0542'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0542'EAST 3.5 MILES ALONG A DIRT AND GRAVEL ROAD, 1.0 MILE EAST OF
 NM0542'BENCH MARK G 239, AT A DIRT T-ROAD, 63.3 FEET SOUTHEAST OF A
 NM0542'POWER POLE, 57.5 FEET EAST OF THE CENTER OF THE ROAD LEADING
 NM0542'SOUTH, 25.5 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 8.3
 NM0542'FEET EAST OF A GATE POST, 1.0 FOOT NORTH OF A BARBED WIRE FENCE,
 NM0542'2.0 FEET WEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0542'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0466 ***********************************************************************
 MK0466  DESIGNATION -  H 249
 MK0466  PID         -  MK0466
 MK0466  STATE/COUNTY-  NE/BURT
 MK0466  USGS QUAD   -  LYONS (1966)
 MK0466
 MK0466                         *CURRENT SURVEY CONTROL
 MK0466  ___________________________________________________________________
 MK0466* NAD 83(1986)-  41 56 41.     (N)    096 24 18.     (W)     SCALED    
 MK0466* NAVD 88     -       428.920  (meters)    1407.21   (feet)  ADJUSTED  
 MK0466  ___________________________________________________________________
 MK0466  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 MK0466  DYNAMIC HT  -         428.766 (meters)    1406.71  (feet)  COMP
 MK0466  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 MK0466
 MK0466  VERT ORDER  -  SECOND    CLASS 0
 MK0466
 MK0466.The horizontal coordinates were scaled from a topographic map and have
 MK0466.an estimated accuracy of +/- 6 seconds.
 MK0466
 MK0466.The orthometric height was determined by differential leveling
 MK0466.and adjusted by the National Geodetic Survey in June 1991..
 MK0466
 MK0466.The geoid height was determined by GEOID03.
 MK0466
 MK0466.The dynamic height is computed by dividing the NAVD 88
 MK0466.geopotential number by the normal gravity value computed on the
 MK0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0466.degrees latitude (g = 980.6199 gals.).
 MK0466
 MK0466.The modeled gravity was interpolated from observed gravity values.
 MK0466
 MK0466;                    North         East    Units  Estimated Accuracy
 MK0466;SPC NE       -   240,620.      797,930.      MT  (+/- 180 meters Scaled)
 MK0466
 MK0466                          SUPERSEDED SURVEY CONTROL
 MK0466
 MK0466  NGVD 29 (??/??/92)  428.772  (m)         1406.73   (f) ADJ UNCH    2 0
 MK0466
 MK0466.Superseded values are not recommended for survey control.
 MK0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0466.See file dsdata.txt to determine how the superseded data were derived.
 MK0466
 MK0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM151468(NAD 83)
 MK0466_MARKER: DB = BENCH MARK DISK
 MK0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0466_STAMPING: H 249 1947
 MK0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0466+STABILITY: SURFACE MOTION
 MK0466
 MK0466  HISTORY     - Date     Condition        Report By
 MK0466  HISTORY     - 1947     MONUMENTED       CGS
 MK0466
 MK0466                          STATION DESCRIPTION
 MK0466
 MK0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0466'3.5 MI NE FROM LYONS.
 MK0466'3.0 MILES EAST ALONG STATE HIGHWAY NO. 118 FROM THE JUNCTION WITH
 MK0466'U.S. HIGHWAY NO. 77 AT LYONS, THENCE NORTH 0.5 MILE ALONG A GRAVEL
 MK0466'ROAD, AT A FARM HOUSE AND A T-ROAD LEADING EAST, 40.7 FEET EAST
 MK0466'OF THE CENTER OF THE NORTH-SOUTH ROAD, 34.6 FEET SOUTH OF THE
 MK0466'CENTER OF THE T-ROAD, 13.2 FEET NORTHEAST OF A TELEPHONE POLE, 7.6
 MK0466'FEET EAST OF A FENCE CORNER POST, 1.0 FOOT NORTH OF A WIRE FENCE,
 MK0466'2.0 FEET WEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A
 MK0466'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0752 ***********************************************************************
 LH0752  DESIGNATION -  H 25 RESET
 LH0752  PID         -  LH0752
 LH0752  STATE/COUNTY-  NE/FURNAS
 LH0752  USGS QUAD   -  ARAPAHOE (1958)
 LH0752
 LH0752                         *CURRENT SURVEY CONTROL
 LH0752  ___________________________________________________________________
 LH0752* NAD 83(1986)-  40 18 17.     (N)    099 57 00.     (W)     SCALED    
 LH0752* NAVD 88     -       667.835  (meters)    2191.06   (feet)  ADJUSTED  
 LH0752  ___________________________________________________________________
 LH0752  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 LH0752  DYNAMIC HT  -         667.411 (meters)    2189.66  (feet)  COMP
 LH0752  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 LH0752
 LH0752  VERT ORDER  -  FIRST     CLASS II
 LH0752
 LH0752.The horizontal coordinates were scaled from a topographic map and have
 LH0752.an estimated accuracy of +/- 6 seconds.
 LH0752
 LH0752.The orthometric height was determined by differential leveling
 LH0752.and adjusted by the National Geodetic Survey in June 1991..
 LH0752
 LH0752.The geoid height was determined by GEOID03.
 LH0752
 LH0752.The dynamic height is computed by dividing the NAVD 88
 LH0752.geopotential number by the normal gravity value computed on the
 LH0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0752.degrees latitude (g = 980.6199 gals.).
 LH0752
 LH0752.The modeled gravity was interpolated from observed gravity values.
 LH0752
 LH0752;                    North         East    Units  Estimated Accuracy
 LH0752;SPC NE       -    52,340.      504,250.      MT  (+/- 180 meters Scaled)
 LH0752
 LH0752                          SUPERSEDED SURVEY CONTROL
 LH0752
 LH0752  NGVD 29 (02/14/92)  667.539  (m)         2190.08   (f) ADJUSTED    1 2
 LH0752
 LH0752.Superseded values are not recommended for survey control.
 LH0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0752.See file dsdata.txt to determine how the superseded data were derived.
 LH0752
 LH0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK192620(NAD 83)
 LH0752_MARKER: DB = BENCH MARK DISK
 LH0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0752_SP_SET: CONCRETE POST
 LH0752_STAMPING: H 25 RESET 1951 1933 2189.271 2190.110
 LH0752_MARK LOGO: CGS   
 LH0752_PROJECTION: FLUSH
 LH0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0752+STABILITY: SURFACE MOTION
 LH0752
 LH0752  HISTORY     - Date     Condition        Report By
 LH0752  HISTORY     - 1951     MONUMENTED       USGS
 LH0752  HISTORY     - 1986     GOOD             NGS
 LH0752
 LH0752                          STATION DESCRIPTION
 LH0752
 LH0752'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 LH0752'2.7 MI W FROM ARAPAHOE.
 LH0752'2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0752'FROM THE STATION AT ARAPAHOE, FURNAS COUNTY, 213 FEET WEST
 LH0752'OF MILEPOST 251, AT THE CROSSING OF A COUNTY ROAD, 126 FEET
 LH0752'EAST OF THE CENTERLINE OF THE ROAD, 43.6 FEET NORTH OF THE
 LH0752'NORTH RAIL, AND 3.5 FEET SOUTH OF A RIGHT-OF-WAY FENCE.  A
 LH0752'STANDARD DISK, STAMPED 2190.110 H 25 RESET 1951 AND SET IN THE
 LH0752'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 LH0752
 LH0752                          STATION RECOVERY (1986)
 LH0752
 LH0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0752'RECOVERED IN GOOD CONDITION.  THE 1951 DESCRIPTION IS ADEQUATE EXCEPT
 LH0752'OMIT--126.0 FT. EAST OF THE CENTER OF THE ROAD AND ADD--31.1 METERS
 LH0752'(102 FT) EAST OF THE CENTER OF THE ROAD.  NOTE--THE DISK IS STAMPED AS
 LH0752'SHOWN ABOVE AND NOT AS DESCRIBED IN 1951, WHICH WAS 2190.110 H 25
 LH0752'RESET 1951.
 LH0752'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 LH0752'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0260 ***********************************************************************
 LH0260  DESIGNATION -  H 250
 LH0260  PID         -  LH0260
 LH0260  STATE/COUNTY-  NE/WEBSTER
 LH0260  USGS QUAD   -  BLUE HILL (1969)
 LH0260
 LH0260                         *CURRENT SURVEY CONTROL
 LH0260  ___________________________________________________________________
 LH0260* NAD 83(1986)-  40 15 41.     (N)    098 26 38.     (W)     SCALED    
 LH0260* NAVD 88     -       595.997  (meters)    1955.37   (feet)  ADJUSTED  
 LH0260  ___________________________________________________________________
 LH0260  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 LH0260  DYNAMIC HT  -         595.633 (meters)    1954.17  (feet)  COMP
 LH0260  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 LH0260
 LH0260  VERT ORDER  -  FIRST     CLASS II
 LH0260
 LH0260.The horizontal coordinates were scaled from a topographic map and have
 LH0260.an estimated accuracy of +/- 6 seconds.
 LH0260
 LH0260.The orthometric height was determined by differential leveling
 LH0260.and adjusted by the National Geodetic Survey in June 1991..
 LH0260
 LH0260.The geoid height was determined by GEOID03.
 LH0260
 LH0260.The dynamic height is computed by dividing the NAVD 88
 LH0260.geopotential number by the normal gravity value computed on the
 LH0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0260.degrees latitude (g = 980.6199 gals.).
 LH0260
 LH0260.The modeled gravity was interpolated from observed gravity values.
 LH0260
 LH0260;                    North         East    Units  Estimated Accuracy
 LH0260;SPC NE       -    48,720.      632,350.      MT  (+/- 180 meters Scaled)
 LH0260
 LH0260                          SUPERSEDED SURVEY CONTROL
 LH0260
 LH0260  NGVD 29 (??/??/92)  595.764  (m)         1954.60   (f) ADJ UNCH    1 2
 LH0260
 LH0260.Superseded values are not recommended for survey control.
 LH0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0260.See file dsdata.txt to determine how the superseded data were derived.
 LH0260
 LH0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK472569(NAD 83)
 LH0260_MARKER: DB = BENCH MARK DISK
 LH0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0260_STAMPING: H 250 1947
 LH0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0260+STABILITY: SURFACE MOTION
 LH0260
 LH0260  HISTORY     - Date     Condition        Report By
 LH0260  HISTORY     - 1947     MONUMENTED       CGS
 LH0260  HISTORY     - 1981     MARK NOT FOUND   NGS
 LH0260
 LH0260                          STATION DESCRIPTION
 LH0260
 LH0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0260'5.1 MI S FROM BLUE HILL.
 LH0260'5.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0260'FROM THE STATION AT BLUE HILL, 500.0 FEET SOUTH OF THE EXTENDED
 LH0260'CENTER LINE OF A ROAD LEADING TO THE EAST FROM A ROAD THAT
 LH0260'PARALLELS THE RAILWAY, 324.0 FEET NORTH OF THE NORTH END OF THE
 LH0260'WEST HEADWALL OF A CONCRETE CULVERT UNDER THE ROAD THAT
 LH0260'PARALLELS THE RAILWAY, 140.2 FEET SOUTHWEST OF A FENCE CORNER
 LH0260'AND ACROSS THE ROAD FROM IT, 64.0 FEET WEST OF THE CENTER LINE
 LH0260'OF THE ROAD, 38.1 FEET EAST OF THE EAST RAIL AND 2 FEET HIGHER,
 LH0260'11.8 FEET NORTH OF A TELEGRAPH POLE AND IN LINE WITH A ROW
 LH0260'OF POLES, 3.0 FEET SOUTH OF A REFERENCE POST, AND SET IN THE
 LH0260'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LH0260
 LH0260                          STATION RECOVERY (1981)
 LH0260
 LH0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0260'TALL GRASS AND WEEDS HAMPERED THE SEARCH SOMEWAY, IT IS POSSIBLE THE
 LH0260'MARK IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0196 ***********************************************************************
 LH0196  DESIGNATION -  H 251
 LH0196  PID         -  LH0196
 LH0196  STATE/COUNTY-  NE/NUCKOLLS
 LH0196  USGS QUAD   -  SUPERIOR (1983)
 LH0196
 LH0196                         *CURRENT SURVEY CONTROL
 LH0196  ___________________________________________________________________
 LH0196* NAD 83(1986)-  40 01 19.     (N)    098 03 59.     (W)     SCALED    
 LH0196* NAVD 88     -       486.385  (meters)    1595.75   (feet)  ADJUSTED  
 LH0196  ___________________________________________________________________
 LH0196  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 LH0196  DYNAMIC HT  -         486.101 (meters)    1594.82  (feet)  COMP
 LH0196  MODELED GRAV-     980,025.9   (mgal)                       NAVD 88
 LH0196
 LH0196  VERT ORDER  -  FIRST     CLASS II
 LH0196
 LH0196.The horizontal coordinates were scaled from a topographic map and have
 LH0196.an estimated accuracy of +/- 6 seconds.
 LH0196
 LH0196.The orthometric height was determined by differential leveling
 LH0196.and adjusted by the National Geodetic Survey in June 1991..
 LH0196
 LH0196.The geoid height was determined by GEOID03.
 LH0196
 LH0196.The dynamic height is computed by dividing the NAVD 88
 LH0196.geopotential number by the normal gravity value computed on the
 LH0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0196.degrees latitude (g = 980.6199 gals.).
 LH0196
 LH0196.The modeled gravity was interpolated from observed gravity values.
 LH0196
 LH0196;                    North         East    Units  Estimated Accuracy
 LH0196;SPC NE       -    22,790.      665,050.      MT  (+/- 180 meters Scaled)
 LH0196
 LH0196                          SUPERSEDED SURVEY CONTROL
 LH0196
 LH0196  NGVD 29 (??/??/92)  486.210  (m)         1595.17   (f) ADJ UNCH    1 2
 LH0196
 LH0196.Superseded values are not recommended for survey control.
 LH0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0196.See file dsdata.txt to determine how the superseded data were derived.
 LH0196
 LH0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK796306(NAD 83)
 LH0196_MARKER: DB = BENCH MARK DISK
 LH0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0196_STAMPING: H 251 1947
 LH0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0196+STABILITY: SURFACE MOTION
 LH0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0196+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 LH0196
 LH0196  HISTORY     - Date     Condition        Report By
 LH0196  HISTORY     - 1947     MONUMENTED       CGS
 LH0196  HISTORY     - 20060517 GOOD             INDIV
 LH0196
 LH0196                          STATION DESCRIPTION
 LH0196
 LH0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0196'AT SUPERIOR.
 LH0196'AT SUPERIOR, AT THE CITY PARK WHICH IS LOCATED ALONG STATE
 LH0196'HIGHWAY NO. 14, NEAR THE SWIMMING POOL, 28.5 FEET SOUTHWEST OF
 LH0196'THE SOUTHWEST CORNER OF THE GRANITE BASE OF A MONUMENT, 8.1 FEET
 LH0196'SOUTHEAST OF THE SOUTHEAST EDGE OF THE NORTHEAST-SOUTHWEST SIDE
 LH0196'WALK, 2.6 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE
 LH0196'BASE OF AN OLD ARTILLERY GUN, SET IN TOP OF A CONCRETE POST
 LH0196'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 LH0196
 LH0196                          STATION RECOVERY (2006)
 LH0196
 LH0196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MJG)
 LH0196'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0318 ***********************************************************************
 LH0318  DESIGNATION -  H 252
 LH0318  PID         -  LH0318
 LH0318  STATE/COUNTY-  NE/ADAMS
 LH0318  USGS QUAD   -  AYR (1969)
 LH0318
 LH0318                         *CURRENT SURVEY CONTROL
 LH0318  ___________________________________________________________________
 LH0318* NAD 83(1986)-  40 28 01.     (N)    098 28 37.     (W)     SCALED    
 LH0318* NAVD 88     -       566.740  (meters)    1859.38   (feet)  ADJUSTED  
 LH0318  ___________________________________________________________________
 LH0318  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 LH0318  DYNAMIC HT  -         566.418 (meters)    1858.32  (feet)  COMP
 LH0318  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 LH0318
 LH0318  VERT ORDER  -  FIRST     CLASS II
 LH0318
 LH0318.The horizontal coordinates were scaled from a topographic map and have
 LH0318.an estimated accuracy of +/- 6 seconds.
 LH0318
 LH0318.The orthometric height was determined by differential leveling
 LH0318.and adjusted by the National Geodetic Survey in June 1991..
 LH0318
 LH0318.The geoid height was determined by GEOID03.
 LH0318
 LH0318.The dynamic height is computed by dividing the NAVD 88
 LH0318.geopotential number by the normal gravity value computed on the
 LH0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0318.degrees latitude (g = 980.6199 gals.).
 LH0318
 LH0318.The modeled gravity was interpolated from observed gravity values.
 LH0318
 LH0318;                    North         East    Units  Estimated Accuracy
 LH0318;SPC NE       -    71,490.      629,140.      MT  (+/- 180 meters Scaled)
 LH0318
 LH0318                          SUPERSEDED SURVEY CONTROL
 LH0318
 LH0318  NGVD 29 (??/??/92)  566.512  (m)         1858.63   (f) ADJ UNCH    1 2
 LH0318
 LH0318.Superseded values are not recommended for survey control.
 LH0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0318.See file dsdata.txt to determine how the superseded data were derived.
 LH0318
 LH0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK443797(NAD 83)
 LH0318_MARKER: DB = BENCH MARK DISK
 LH0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0318_STAMPING: H 252 1947
 LH0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0318+STABILITY: SURFACE MOTION
 LH0318
 LH0318  HISTORY     - Date     Condition        Report By
 LH0318  HISTORY     - 1947     MONUMENTED       CGS
 LH0318
 LH0318                          STATION DESCRIPTION
 LH0318
 LH0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0318'4 MI NW FROM AYR.
 LH0318'1.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0318'FROM THE STATION AT AYR, THENCE WEST 2.6 MILES ALONG THE CHICAGO,
 LH0318'BURLINGTON AND QUINCY BRANCH LINE, IN THE NORTHEAST QUARTER
 LH0318'OF A ROAD CROSSING, 84.4 FEET NORTH OF THE NORTH RAIL OF THE
 LH0318'TRACK, 31.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 29.0 FEET
 LH0318'NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN BRIDGE, 1.6 FEET
 LH0318'WEST OF A FENCE, 1.6 FEET SOUTH OF A REFERENCE POST, SET IN THE
 LH0318'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0766 ***********************************************************************
 MJ0766  DESIGNATION -  H 253
 MJ0766  PID         -  MJ0766
 MJ0766  STATE/COUNTY-  NE/DOUGLAS
 MJ0766  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0766
 MJ0766                         *CURRENT SURVEY CONTROL
 MJ0766  ___________________________________________________________________
 MJ0766* NAD 83(1986)-  41 19 24.     (N)    095 56 44.     (W)     SCALED    
 MJ0766* NAVD 88     -       306.007  (meters)    1003.96   (feet)  ADJUSTED  
 MJ0766  ___________________________________________________________________
 MJ0766  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 MJ0766  DYNAMIC HT  -         305.877 (meters)    1003.53  (feet)  COMP
 MJ0766  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 MJ0766
 MJ0766  VERT ORDER  -  FIRST     CLASS II
 MJ0766
 MJ0766.The horizontal coordinates were scaled from a topographic map and have
 MJ0766.an estimated accuracy of +/- 6 seconds.
 MJ0766
 MJ0766.The orthometric height was determined by differential leveling
 MJ0766.and adjusted by the National Geodetic Survey in June 1991..
 MJ0766.WARNING-Repeat measurements at this control monument indicate possible
 MJ0766.vertical movement.
 MJ0766
 MJ0766.The geoid height was determined by GEOID03.
 MJ0766
 MJ0766.The dynamic height is computed by dividing the NAVD 88
 MJ0766.geopotential number by the normal gravity value computed on the
 MJ0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0766.degrees latitude (g = 980.6199 gals.).
 MJ0766
 MJ0766.The modeled gravity was interpolated from observed gravity values.
 MJ0766
 MJ0766;                    North         East    Units  Estimated Accuracy
 MJ0766;SPC NE       -   173,380.      839,210.      MT  (+/- 180 meters Scaled)
 MJ0766
 MJ0766                          SUPERSEDED SURVEY CONTROL
 MJ0766
 MJ0766  NGVD 29 (??/??/92)  305.894  (m)         1003.59   (f) ADJ UNCH    1 2
 MJ0766
 MJ0766.Superseded values are not recommended for survey control.
 MJ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0766.See file dsdata.txt to determine how the superseded data were derived.
 MJ0766
 MJ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF534788(NAD 83)
 MJ0766_MARKER: DB = BENCH MARK DISK
 MJ0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0766_SP_SET: CONCRETE POST
 MJ0766_STAMPING: H 253 1947
 MJ0766_MARK LOGO: CGS   
 MJ0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0766+STABILITY: SURFACE MOTION
 MJ0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0766+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1989
 MJ0766
 MJ0766  HISTORY     - Date     Condition        Report By
 MJ0766  HISTORY     - 1947     MONUMENTED       CGS
 MJ0766  HISTORY     - 1976     GOOD             LOCSUR
 MJ0766  HISTORY     - 19890802 GOOD             NGS
 MJ0766
 MJ0766                          STATION DESCRIPTION
 MJ0766
 MJ0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0766'AT OMAHA.
 MJ0766'AT OMAHA, AT THE INTERSECTION OF READ STREET AND FLORENCE
 MJ0766'BOULEVARD, 75 FEET NORTH OF THE CENTER LINE OF READ STREET,
 MJ0766'29.7 FEET SOUTHWEST OF AND 1 FOOT HIGHER THAN THE CENTER LINE
 MJ0766'OF FLORENCE BOULEVARD, 15.4 FEET SOUTHEAST OF A 10-INCH MAPLE
 MJ0766'TREE, IN LINE WITH A ROW OF TREES, 14 FEET NORTHWEST OF A
 MJ0766'10-INCH ELM TREE, 11.2 FEET SOUTHWEST OF THE SOUTHWEST CURB
 MJ0766'OF FLORENCE BOULEVARD, SET IN THE TOP OF A CONCRETE POST
 MJ0766'WHICH IS FLUSH WITH THE GROUND.
 MJ0766
 MJ0766                          STATION RECOVERY (1976)
 MJ0766
 MJ0766'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0766'RECOVERED IN GOOD CONDITION.
 MJ0766
 MJ0766                          STATION RECOVERY (1989)
 MJ0766
 MJ0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0766'CHANGE--10-INCH MAPLE TREE, TO 36-INCH MAPLE TREE.  DELETE--14 FEET
 MJ0766'NORTHWEST OF A 10-INCH ELM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1810 ***********************************************************************
 MK1810  DESIGNATION -  H 254
 MK1810  PID         -  MK1810
 MK1810  STATE/COUNTY-  NE/DOUGLAS
 MK1810  USGS QUAD   -  IRVINGTON (1984)
 MK1810
 MK1810                         *CURRENT SURVEY CONTROL
 MK1810  ___________________________________________________________________
 MK1810* NAD 83(1986)-  41 15 35.     (N)    096 00 07.     (W)     SCALED    
 MK1810* NAVD 88     -       332.806  (meters)    1091.88   (feet)  ADJUSTED  
 MK1810  ___________________________________________________________________
 MK1810  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 MK1810  DYNAMIC HT  -         332.664 (meters)    1091.42  (feet)  COMP
 MK1810  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 MK1810
 MK1810  VERT ORDER  -  FIRST     CLASS II
 MK1810
 MK1810.The horizontal coordinates were scaled from a topographic map and have
 MK1810.an estimated accuracy of +/- 6 seconds.
 MK1810
 MK1810.The orthometric height was determined by differential leveling
 MK1810.and adjusted by the National Geodetic Survey in June 1991..
 MK1810
 MK1810.The geoid height was determined by GEOID03.
 MK1810
 MK1810.The dynamic height is computed by dividing the NAVD 88
 MK1810.geopotential number by the normal gravity value computed on the
 MK1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1810.degrees latitude (g = 980.6199 gals.).
 MK1810
 MK1810.The modeled gravity was interpolated from observed gravity values.
 MK1810
 MK1810;                    North         East    Units  Estimated Accuracy
 MK1810;SPC NE       -   166,110.      834,820.      MT  (+/- 180 meters Scaled)
 MK1810
 MK1810                          SUPERSEDED SURVEY CONTROL
 MK1810
 MK1810  NGVD 29 (??/??/92)  332.683  (m)         1091.48   (f) ADJ UNCH    1 2
 MK1810
 MK1810.Superseded values are not recommended for survey control.
 MK1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1810.See file dsdata.txt to determine how the superseded data were derived.
 MK1810
 MK1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL511719(NAD 83)
 MK1810_MARKER: DB = BENCH MARK DISK
 MK1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1810_STAMPING: H 254 1947
 MK1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1810+STABILITY: SURFACE MOTION
 MK1810
 MK1810  HISTORY     - Date     Condition        Report By
 MK1810  HISTORY     - 1947     MONUMENTED       CGS
 MK1810
 MK1810                          STATION DESCRIPTION
 MK1810
 MK1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK1810'AT OMAHA.
 MK1810'AT OMAHA, 121.5 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK
 MK1810'ALONG THE SOUTH SIDE OF DODGE STREET MEASURED FROM A POINT
 MK1810'238.5 FEET WEST OF THE INTERSECTION OF THE SIDEWALK AND THE
 MK1810'NORTHWEST CURB OF HAPPY HOLLOW BLVD, 87.5 FEET NORTH OF THE
 MK1810'JUNCTION OF THE SOUTHEAST EDGE OF THE SIDEWALK AND THE CENTER
 MK1810'LINE OF THE CONCRETE WALK LEADING TO HOUSE NUMBER 303 HAPPY
 MK1810'HOLLOW BLVD, 86.7 FEET WEST NORTHWEST OF THE JUNCTION OF THE
 MK1810'SOUTHEAST EDGE OF THE SIDEWALK AND THE CENTER LINE OF THE
 MK1810'CONCRETE WALK LEADING TO HOUSE NUMBER 301 HAPPY HOLLOW BLVD,
 MK1810'22.8 FEET WEST OF THE FOURTH TREE ALONG HAPPY HOLLOW BLVD
 MK1810'SOUTHWEST OF THE INTERSECTION OF DODGE STREET, 19.3 FEET NORTHEAST
 MK1810'OF THE FIFTH ELM TREE ALONG HAPPY HOLLOW BLVD SOUTHWEST OF THE
 MK1810'INTERSECTION OF DODGE STREET, 14.9 FEET NORTHWEST OF THE NORTHWEST
 MK1810'CURB OF HAPPY HOLLOW BLVD, 5.0 FEET NORTHEAST OF THE JUNCTION
 MK1810'OF LINES ON TOP OF A 1 FOOT SQUARE CONCRETE REFERENCE BLOCK
 MK1810'WHICH IS SET FLUSH WITH THE GROUND AND WHICH HAS USBM 5 AND
 MK1810'A LINE POINTING TOWARDS THE BENCH MARK STENCILED ON THE TOP,
 MK1810'SET IN THE TOP OF A CONCRETE POST 0.4 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0925 ***********************************************************************
 MJ0925  DESIGNATION -  H 255
 MJ0925  PID         -  MJ0925
 MJ0925  STATE/COUNTY-  NE/DOUGLAS
 MJ0925  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0925
 MJ0925                         *CURRENT SURVEY CONTROL
 MJ0925  ___________________________________________________________________
 MJ0925* NAD 83(1986)-  41 17 19.     (N)    095 54 11.     (W)     SCALED    
 MJ0925* NAVD 88     -       298.810  (meters)     980.35   (feet)  ADJUSTED  
 MJ0925  ___________________________________________________________________
 MJ0925  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 MJ0925  DYNAMIC HT  -         298.685 (meters)     979.94  (feet)  COMP
 MJ0925  MODELED GRAV-     980,197.9   (mgal)                       NAVD 88
 MJ0925
 MJ0925  VERT ORDER  -  FIRST     CLASS II
 MJ0925
 MJ0925.The horizontal coordinates were scaled from a topographic map and have
 MJ0925.an estimated accuracy of +/- 6 seconds.
 MJ0925
 MJ0925.The orthometric height was determined by differential leveling
 MJ0925.and adjusted by the National Geodetic Survey in June 1991..
 MJ0925
 MJ0925.The geoid height was determined by GEOID03.
 MJ0925
 MJ0925.The dynamic height is computed by dividing the NAVD 88
 MJ0925.geopotential number by the normal gravity value computed on the
 MJ0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0925.degrees latitude (g = 980.6199 gals.).
 MJ0925
 MJ0925.The modeled gravity was interpolated from observed gravity values.
 MJ0925
 MJ0925;                    North         East    Units  Estimated Accuracy
 MJ0925;SPC NE       -   169,700.      842,950.      MT  (+/- 180 meters Scaled)
 MJ0925
 MJ0925                          SUPERSEDED SURVEY CONTROL
 MJ0925
 MJ0925  NGVD 29 (??/??/92)  298.684  (m)          979.93   (f) ADJ UNCH    1 2
 MJ0925
 MJ0925.Superseded values are not recommended for survey control.
 MJ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0925.See file dsdata.txt to determine how the superseded data were derived.
 MJ0925
 MJ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF569748(NAD 83)
 MJ0925_MARKER: DB = BENCH MARK DISK
 MJ0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0925_STAMPING: H 255 1947
 MJ0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0925+STABILITY: SURFACE MOTION
 MJ0925
 MJ0925  HISTORY     - Date     Condition        Report By
 MJ0925  HISTORY     - 1947     MONUMENTED       CGS
 MJ0925  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0925  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0925
 MJ0925                          STATION DESCRIPTION
 MJ0925
 MJ0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0925'AT OMAHA.
 MJ0925'AT OMAHA, AT THE INTERSECTION OF 21ST STREET AND AVENUE L, 90.4 FEET
 MJ0925'WEST OF THE WEST EDGE OF THE CONCRETE PAVEMENT OF 21ST STREET
 MJ0925'MEASURED FROM A POINT 67 FEET NORTH OF THE CENTER LINE OF AVENUE
 MJ0925'L, 79.7 FEET NORTH OF THE EXTENSION TO THE WEST OF THE CENTER LINE
 MJ0925'OF AVENUE L, 72.4 FEET EAST OF THE NORTH TREE IN A ROW OF 4
 MJ0925'LARGE COTTONWOOD TREES, 58.6 FEET EAST-SOUTHEAST OF A LARGE BLAZED
 MJ0925'COTTONWOOD TREE WHICH IS THE NORTH TREE IN A ROW OF 3 LARGE TREES
 MJ0925'ALONG THE EDGE OF CARTER LAKE, 24.2 FEET EAST OF THE CENTER LINE
 MJ0925'OF THE GRAVELED ROAD LEADING ALONG THE LAKE, 15.9 FEET SOUTHWEST OF
 MJ0925'THE SOUTH TRUNK OF A 3-TRUNK ASH TREE, 12.9 FEET NORTHWEST OF AN
 MJ0925'8-INCH CHINESE ELM TREE WHICH IS LOCATED DIRECTLY ON LINE BETWEEN
 MJ0925'THE MARK AND A LOW BUSH ELM TREE THAT IS LOCATED DIRECTLY OPPOSITE
 MJ0925'THE JUNCTION OF AVENUE L, 5 FEET NORTH OF THE JUNCTION OF LINES
 MJ0925'ON TOP OF A 1 FOOT SQUARE CONCRETE REFERENCE BLOCK WHICH IS FLUSH
 MJ0925'WITH THE GROUND AND WHICH HAS USBM 5 AND A LINE POINTING TOWARDS
 MJ0925'THE BENCH MARK STENCILED ON THE TOP, SET IN THE TOP OF A CONCRETE
 MJ0925'POST 0.4 FOOT UNDERGROUND.
 MJ0925
 MJ0925                          STATION RECOVERY (1955)
 MJ0925
 MJ0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0925'MARK NOT FOUND.
 MJ0925
 MJ0925                          STATION RECOVERY (1976)
 MJ0925
 MJ0925'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1029 ***********************************************************************
 LF1029  DESIGNATION -  H 256
 LF1029  PID         -  LF1029
 LF1029  STATE/COUNTY-  NE/CASS
 LF1029  USGS QUAD   -  ROCK BLUFF (1984)
 LF1029
 LF1029                         *CURRENT SURVEY CONTROL
 LF1029  ___________________________________________________________________
 LF1029* NAD 83(1986)-  40 56 10.     (N)    095 52 06.     (W)     SCALED    
 LF1029* NAVD 88     -       301.195  (meters)     988.17   (feet)  ADJUSTED  
 LF1029  ___________________________________________________________________
 LF1029  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 LF1029  DYNAMIC HT  -         301.065 (meters)     987.74  (feet)  COMP
 LF1029  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 LF1029
 LF1029  VERT ORDER  -  SECOND    CLASS 0
 LF1029
 LF1029.The horizontal coordinates were scaled from a topographic map and have
 LF1029.an estimated accuracy of +/- 6 seconds.
 LF1029
 LF1029.The orthometric height was determined by differential leveling
 LF1029.and adjusted by the National Geodetic Survey in June 1991..
 LF1029
 LF1029.The geoid height was determined by GEOID03.
 LF1029
 LF1029.The dynamic height is computed by dividing the NAVD 88
 LF1029.geopotential number by the normal gravity value computed on the
 LF1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1029.degrees latitude (g = 980.6199 gals.).
 LF1029
 LF1029.The modeled gravity was interpolated from observed gravity values.
 LF1029
 LF1029;                    North         East    Units  Estimated Accuracy
 LF1029;SPC NE       -   130,750.      847,720.      MT  (+/- 180 meters Scaled)
 LF1029
 LF1029                          SUPERSEDED SURVEY CONTROL
 LF1029
 LF1029  NGVD 29 (??/??/92)  301.093  (m)          987.84   (f) ADJ UNCH    2 0
 LF1029
 LF1029.Superseded values are not recommended for survey control.
 LF1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1029.See file dsdata.txt to determine how the superseded data were derived.
 LF1029
 LF1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF585356(NAD 83)
 LF1029_MARKER: DB = BENCH MARK DISK
 LF1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1029_STAMPING: H 256 1947
 LF1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1029+STABILITY: SURFACE MOTION
 LF1029
 LF1029  HISTORY     - Date     Condition        Report By
 LF1029  HISTORY     - 1947     MONUMENTED       CGS
 LF1029
 LF1029                          STATION DESCRIPTION
 LF1029
 LF1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1029'5 MI NE FROM MURRAY.
 LF1029'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1029'STATE BANK AT MURRAY, THENCE 2.4 MILES EAST ALONG A GRADED DIRT
 LF1029'ROAD, THENCE 1.6 MILES NORTH ALONG A GRAVELED ROAD, 126.0 FEET
 LF1029'NORTHEAST OF A 24 INCH SYCAMORE TREE, 90.0 FEET SOUTHWEST OF THE
 LF1029'SOUTHWEST CORNER OF A STEEL BRIDGE, 88.0 FEET SOUTHEAST OF A
 LF1029'30 INCH COTTONWOOD TREE, 27.0 FEET WEST OF AND LEVEL WITH THE
 LF1029'CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A REFERENCE POST,
 LF1029'1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 LF1029'AND PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1537 ***********************************************************************
 LF1537  DESIGNATION -  H 257 RESET
 LF1537  PID         -  LF1537
 LF1537  STATE/COUNTY-  NE/OTOE
 LF1537  USGS QUAD   -  NEHAWKA (1966)
 LF1537
 LF1537                         *CURRENT SURVEY CONTROL
 LF1537  ___________________________________________________________________
 LF1537* NAD 83(1986)-  40 45 20.     (N)    095 54 42.     (W)     SCALED    
 LF1537* NAVD 88     -       322.34   (meters)    1057.5    (feet)  RESET     
 LF1537  ___________________________________________________________________
 LF1537  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 LF1537
 LF1537  VERT ORDER  -  THIRD
 LF1537
 LF1537.The horizontal coordinates were scaled from a topographic map and have
 LF1537.an estimated accuracy of +/- 6 seconds.
 LF1537
 LF1537.The orthometric height was computed from unverified reset data.
 LF1537.No vertical observational check was made to the station.
 LF1537
 LF1537.The geoid height was determined by GEOID03.
 LF1537
 LF1537;                    North         East    Units  Estimated Accuracy
 LF1537;SPC NE       -   110,550.      845,020.      MT  (+/- 180 meters Scaled)
 LF1537
 LF1537                          SUPERSEDED SURVEY CONTROL
 LF1537
 LF1537  NGVD 29 (08/02/06)  322.23   (m)         1057.2    (f) RESET       3  
 LF1537
 LF1537.Superseded values are not recommended for survey control.
 LF1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1537.See file dsdata.txt to determine how the superseded data were derived.
 LF1537
 LF1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF542157(NAD 83)
 LF1537_MARKER: DV = VERTICAL CONTROL DISK
 LF1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1537_SP_SET: CONCRETE POST
 LF1537_STAMPING: H 257 RESET 1985
 LF1537_MARK LOGO: NGS   
 LF1537_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1537+STABILITY: SURFACE MOTION
 LF1537
 LF1537  HISTORY     - Date     Condition        Report By
 LF1537  HISTORY     - 1985     MONUMENTED       NGS
 LF1537
 LF1537                          STATION DESCRIPTION
 LF1537
 LF1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LF1537'6.44 KM (4.00 MI) SOUTH ALONG US HIGHWAYS 73 AND 75 FROM THEIR
 LF1537'JUNCTION WITH US HIGHWAY 34 AT THE EAST EDGE IN UNION, TO THE MARK ON
 LF1537'THE LEFT AT A GRAVELED ROAD LEADING RIGHT AND WEST, 35.4 M (116.1 FT)
 LF1537'NORTH FROM THE EXTENDED CENTERLINE OF THE ROAD LEADING WEST, 17.2 M
 LF1537'(56.4 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 0.91 M (2.99 FT)
 LF1537'NORTH FROM A HIGHWAY RIGHT-OF-WAY MARKER POST, 0.67 M (2.20 FT)
 LF1537'NORTHWEST FROM A FENCE CORNER POST, 0.61 M (2.00 FT) WEST FROM A
 LF1537'NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0956 ***********************************************************************
 LF0956  DESIGNATION -  H 258
 LF0956  PID         -  LF0956
 LF0956  STATE/COUNTY-  NE/OTOE
 LF0956  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0956
 LF0956                         *CURRENT SURVEY CONTROL
 LF0956  ___________________________________________________________________
 LF0956* NAD 83(1986)-  40 38 41.     (N)    095 50 23.     (W)     SCALED    
 LF0956* NAVD 88     -       332.203  (meters)    1089.90   (feet)  ADJUSTED  
 LF0956  ___________________________________________________________________
 LF0956  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LF0956  DYNAMIC HT  -         332.028 (meters)    1089.33  (feet)  COMP
 LF0956  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 LF0956
 LF0956  VERT ORDER  -  SECOND    CLASS 0
 LF0956
 LF0956.The horizontal coordinates were scaled from a topographic map and have
 LF0956.an estimated accuracy of +/- 6 seconds.
 LF0956
 LF0956.The orthometric height was determined by differential leveling
 LF0956.and adjusted by the National Geodetic Survey in June 1991..
 LF0956
 LF0956.The geoid height was determined by GEOID03.
 LF0956
 LF0956.The dynamic height is computed by dividing the NAVD 88
 LF0956.geopotential number by the normal gravity value computed on the
 LF0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0956.degrees latitude (g = 980.6199 gals.).
 LF0956
 LF0956.The modeled gravity was interpolated from observed gravity values.
 LF0956
 LF0956;                    North         East    Units  Estimated Accuracy
 LF0956;SPC NE       -    98,550.      851,680.      MT  (+/- 180 meters Scaled)
 LF0956
 LF0956                          SUPERSEDED SURVEY CONTROL
 LF0956
 LF0956  NGVD 29 (??/??/92)  332.095  (m)         1089.55   (f) ADJ UNCH    2 0
 LF0956
 LF0956.Superseded values are not recommended for survey control.
 LF0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0956.See file dsdata.txt to determine how the superseded data were derived.
 LF0956
 LF0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF598031(NAD 83)
 LF0956_MARKER: DB = BENCH MARK DISK
 LF0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0956_STAMPING: H 258 1947
 LF0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0956+STABILITY: SURFACE MOTION
 LF0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0956+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 LF0956
 LF0956  HISTORY     - Date     Condition        Report By
 LF0956  HISTORY     - 1947     MONUMENTED       CGS
 LF0956  HISTORY     - 1977     GOOD             LOCSUR
 LF0956  HISTORY     - 20040405 GOOD             NEDR
 LF0956
 LF0956                          STATION DESCRIPTION
 LF0956
 LF0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0956'2.9 MI S FROM NEBRASKA CITY.
 LF0956'0.2 MILE EAST ALONG 1ST CORSO STREET FROM THE COURTHOUSE AT
 LF0956'NEBRASKA CITY, THENCE 2 BLOCK SOUTH ALONG 7TH STREET, THENCE 0.4
 LF0956'MILE EAST ALONG NEBRASKA STATE HIGHWAY 2, THENCE 0.3 MILE SOUTHEAST
 LF0956'ALONG AN ASPHALT STREET, THENCE 0.1 MILE SOUTHWEST ALONG AN ASPHALT
 LF0956'STREET, THENCE 0.1 MILE SOUTHEAST ALONG A GRAVELED STREET, THENCE
 LF0956'1.7 MILES SOUTH ALONG A GRAVELED ROAD, 71.0 FEET NORTH OF THE
 LF0956'CENTER LINE OF A PRIVATE ROAD LEADING TO A FARMHOUSE ON THE WEST
 LF0956'SIDE OF THE ROAD, 36.0 FEET WEST OF THE CENTER LINE OF THE
 LF0956'NORTH-SOUTH ROAD AND 1.0 FOOT HIGHER, 31.1 FEET SOUTH OF A POWER
 LF0956'POLE WITH A TRANSFORMER, 2.0 FEET NORTH OF A 4 X 4 MARKER POST,
 LF0956'1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 LF0956'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 LF0956
 LF0956                          STATION RECOVERY (1977)
 LF0956
 LF0956'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LF0956'RECOVERED IN GOOD CONDITION.
 LF0956
 LF0956                          STATION RECOVERY (2004)
 LF0956
 LF0956'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 LF0956'FROM THE JUNCTION OF HWY. 75 AND HWY 2 SOUTH OF NEBR CITY, GO EAST ON
 LF0956' 
 LF0956'HWY 2 APPROX 1.10 MI TO CO RD 66. TURN RIGHT (SOUTH) AND GO APPROX
 LF0956'0.96 MI TO BM 36.0' WEST OF CENTER LINE CO RD 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0407 ***********************************************************************
 MK0407  DESIGNATION -  H 259
 MK0407  PID         -  MK0407
 MK0407  STATE/COUNTY-  NE/WASHINGTON
 MK0407  USGS QUAD   -  ORUM (1969)
 MK0407
 MK0407                         *CURRENT SURVEY CONTROL
 MK0407  ___________________________________________________________________
 MK0407* NAD 83(1986)-  41 34 53.     (N)    096 18 33.     (W)     SCALED    
 MK0407* NAVD 88     -       399.540  (meters)    1310.82   (feet)  ADJUSTED  
 MK0407  ___________________________________________________________________
 MK0407  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MK0407  DYNAMIC HT  -         399.362 (meters)    1310.24  (feet)  COMP
 MK0407  MODELED GRAV-     980,165.9   (mgal)                       NAVD 88
 MK0407
 MK0407  VERT ORDER  -  SECOND    CLASS 0
 MK0407
 MK0407.The horizontal coordinates were scaled from a topographic map and have
 MK0407.an estimated accuracy of +/- 6 seconds.
 MK0407
 MK0407.The orthometric height was determined by differential leveling
 MK0407.and adjusted by the National Geodetic Survey in June 1991..
 MK0407
 MK0407.The geoid height was determined by GEOID03.
 MK0407
 MK0407.The dynamic height is computed by dividing the NAVD 88
 MK0407.geopotential number by the normal gravity value computed on the
 MK0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0407.degrees latitude (g = 980.6199 gals.).
 MK0407
 MK0407.The modeled gravity was interpolated from observed gravity values.
 MK0407
 MK0407;                    North         East    Units  Estimated Accuracy
 MK0407;SPC NE       -   200,650.      807,590.      MT  (+/- 180 meters Scaled)
 MK0407
 MK0407                          SUPERSEDED SURVEY CONTROL
 MK0407
 MK0407  NGVD 29 (??/??/92)  399.390  (m)         1310.33   (f) ADJ UNCH    2 0
 MK0407
 MK0407.Superseded values are not recommended for survey control.
 MK0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0407.See file dsdata.txt to determine how the superseded data were derived.
 MK0407
 MK0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM243067(NAD 83)
 MK0407_MARKER: DB = BENCH MARK DISK
 MK0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0407_STAMPING: H 259 1947
 MK0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0407+STABILITY: SURFACE MOTION
 MK0407
 MK0407  HISTORY     - Date     Condition        Report By
 MK0407  HISTORY     - 1947     MONUMENTED       CGS
 MK0407  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0407  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 MK0407
 MK0407                          STATION DESCRIPTION
 MK0407
 MK0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0407'1.8 MI S FROM SPIKER.
 MK0407'1.85 MILE SOUTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0407'SPIKER, NEAR THE NORTHWEST CORNER OF A SCHOOL YARD, 91.1 FEET
 MK0407'NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF
 MK0407'THE MAIN ENTRANCE ANNEX TO THE SCHOOL BUILDING, 56.0 FEET SOUTH
 MK0407'OF THE CENTER OF AN EAST-WEST CROSS ROAD, 53.0 FEET EAST OF THE
 MK0407'CENTER OF THE HIGHWAY, 31.0 FEET SOUTHEAST OF A GUY WIRE BRACED
 MK0407'POWER LINE POLE WHICH IS AT THE NORTHWEST CORNER OF THE SCHOOL
 MK0407'YARD, 1.2 FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE POST
 MK0407'MIDWAY BETWEEN AND IN LINE WITH THE MOST NORTHERLY TWO TREES
 MK0407'OF A GROVE OF BOXELDER TREES (THESE TWO TREES ARE 14.5 FEET
 MK0407'APART), ABOUT 3 FEET ABOVE THE HIGHWAY AND PROJECTING 0.1 FOOT.
 MK0407'NOTE-- WOODEN WITNESS POST LYING ON SIDE AT LOCATION, NO BM.
 MK0407
 MK0407                          STATION RECOVERY (1965)
 MK0407
 MK0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0407'MARK NOT FOUND.
 MK0407
 MK0407                          STATION RECOVERY (1986)
 MK0407
 MK0407'RECOVERY NOTE BY US POWER SQUADRON 1986 (MRB)
 MK0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0077 ***********************************************************************
 LJ0077  DESIGNATION -  H 26
 LJ0077  PID         -  LJ0077
 LJ0077  STATE/COUNTY-  NE/HITCHCOCK
 LJ0077  USGS QUAD   -  CULBERTSON NW (1962)
 LJ0077
 LJ0077                         *CURRENT SURVEY CONTROL
 LJ0077  ___________________________________________________________________
 LJ0077* NAD 83(1986)-  40 10 59.     (N)    100 59 23.     (W)     SCALED    
 LJ0077* NAVD 88     -       809.734  (meters)    2656.60   (feet)  ADJUSTED  
 LJ0077  ___________________________________________________________________
 LJ0077  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 LJ0077  DYNAMIC HT  -         809.178 (meters)    2654.78  (feet)  COMP
 LJ0077  MODELED GRAV-     979,913.2   (mgal)                       NAVD 88
 LJ0077
 LJ0077  VERT ORDER  -  FIRST     CLASS II
 LJ0077
 LJ0077.The horizontal coordinates were scaled from a topographic map and have
 LJ0077.an estimated accuracy of +/- 6 seconds.
 LJ0077
 LJ0077.The orthometric height was determined by differential leveling
 LJ0077.and adjusted by the National Geodetic Survey in June 1991..
 LJ0077
 LJ0077.The geoid height was determined by GEOID03.
 LJ0077
 LJ0077.The dynamic height is computed by dividing the NAVD 88
 LJ0077.geopotential number by the normal gravity value computed on the
 LJ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0077.degrees latitude (g = 980.6199 gals.).
 LJ0077
 LJ0077.The modeled gravity was interpolated from observed gravity values.
 LJ0077
 LJ0077;                    North         East    Units  Estimated Accuracy
 LJ0077;SPC NE       -    39,310.      415,720.      MT  (+/- 180 meters Scaled)
 LJ0077
 LJ0077                          SUPERSEDED SURVEY CONTROL
 LJ0077
 LJ0077  NGVD 29 (??/??/92)  809.401  (m)         2655.51   (f) ADJ UNCH    1 2
 LJ0077
 LJ0077.Superseded values are not recommended for survey control.
 LJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0077.See file dsdata.txt to determine how the superseded data were derived.
 LJ0077
 LJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK306499(NAD 83)
 LJ0077_MARKER: DB = BENCH MARK DISK
 LJ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0077_STAMPING: 2655.510 H 26 1933
 LJ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0077+STABILITY: SURFACE MOTION
 LJ0077
 LJ0077  HISTORY     - Date     Condition        Report By
 LJ0077  HISTORY     - 1933     MONUMENTED       CGS
 LJ0077  HISTORY     - 1939     GOOD             NGS
 LJ0077  HISTORY     - 19950425 MARK NOT FOUND   NGS
 LJ0077
 LJ0077                          STATION DESCRIPTION
 LJ0077
 LJ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LJ0077'1.3 MI E FROM TRENTON.
 LJ0077'1.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0077'RAILROAD FROM THE STATION AT TRENTON, HITCHCOCK COUNTY, 6 POLES
 LJ0077'WEST OF MILEPOST 308, 76 YARDS EAST OF A CONCRETE BRIDGE AT
 LJ0077'MILEAGE 308.18, 89 FEET SOUTH OF THE CENTERLINE OF U.S.
 LJ0077'HIGHWAY 34, 40 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 LJ0077'4 FEET LOWER THAN THE TOP OF THE RAIL, AND 3 INCHES ABOVE THE
 LJ0077'GROUND.  A STANDARD DISK, STAMPED 2655.510 H 26 1933 AND SET IN
 LJ0077'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LJ0077
 LJ0077                          STATION RECOVERY (1995)
 LJ0077
 LJ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0077'THE SITE OF THE MARK IS NOW CULTIVATED, THIS MARK IS PROBABLY
 LJ0077'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0749 ***********************************************************************
 LF0749  DESIGNATION -  H 260
 LF0749  PID         -  LF0749
 LF0749  STATE/COUNTY-  NE/NEMAHA
 LF0749  USGS QUAD   -  PERU (1966)
 LF0749
 LF0749                         *CURRENT SURVEY CONTROL
 LF0749  ___________________________________________________________________
 LF0749* NAD 83(1986)-  40 22 43.     (N)    095 41 12.     (W)     SCALED    
 LF0749* NAVD 88     -       300.215  (meters)     984.96   (feet)  ADJUSTED  
 LF0749  ___________________________________________________________________
 LF0749  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LF0749  DYNAMIC HT  -         300.056 (meters)     984.43  (feet)  COMP
 LF0749  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 LF0749
 LF0749  VERT ORDER  -  SECOND    CLASS 0
 LF0749
 LF0749.The horizontal coordinates were scaled from a topographic map and have
 LF0749.an estimated accuracy of +/- 6 seconds.
 LF0749
 LF0749.The orthometric height was determined by differential leveling
 LF0749.and adjusted by the National Geodetic Survey in June 1991..
 LF0749
 LF0749.The geoid height was determined by GEOID03.
 LF0749
 LF0749.The dynamic height is computed by dividing the NAVD 88
 LF0749.geopotential number by the normal gravity value computed on the
 LF0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0749.degrees latitude (g = 980.6199 gals.).
 LF0749
 LF0749.The modeled gravity was interpolated from observed gravity values.
 LF0749
 LF0749;                    North         East    Units  Estimated Accuracy
 LF0749;SPC NE       -    69,680.      866,080.      MT  (+/- 180 meters Scaled)
 LF0749
 LF0749                          SUPERSEDED SURVEY CONTROL
 LF0749
 LF0749  NGVD 29 (??/??/92)  300.138  (m)          984.70   (f) ADJ UNCH    2 0
 LF0749
 LF0749.Superseded values are not recommended for survey control.
 LF0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0749.See file dsdata.txt to determine how the superseded data were derived.
 LF0749
 LF0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE719732(NAD 83)
 LF0749_MARKER: DB = BENCH MARK DISK
 LF0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0749_STAMPING: H 260 1947
 LF0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0749+STABILITY: SURFACE MOTION
 LF0749
 LF0749  HISTORY     - Date     Condition        Report By
 LF0749  HISTORY     - 1947     MONUMENTED       CGS
 LF0749  HISTORY     - 1980     GOOD             LOCSUR
 LF0749
 LF0749                          STATION DESCRIPTION
 LF0749
 LF0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0749'3 MI SW FROM BROWNVILLE.
 LF0749'2.0 MILES WEST ALONG STATE HIGHWAY NO. 3 FROM THE SOUTHWEST
 LF0749'END OF THE TOLL BRIDGE OVER THE MISSOURI RIVER AT BROWNVILLE,
 LF0749'THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, IN THE NORTHEAST
 LF0749'ANGLE OF A CROSS ROAD AND AT THE HAPPY HOLLOW SCHOOL, 162.0
 LF0749'FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 106.0 FEET EAST
 LF0749'OF THE CENTER OF THE NORTH-SOUTH ROAD, 9.0 FEET SOUTH OF THE SOUTH
 LF0749'BRICK WALL OF THE BUILDING, SET IN A CONCRETE POST MIDWAY
 LF0749'BETWEEN AND IN LINE WITH THE SOUTH ENDS OF THE BRICK BANISTERS
 LF0749'FOR THE TWO SOUTH CONCRETE ENTRANCE STEPS AND ABOUT FLUSH
 LF0749'WITH THE TOP OF THE GROUND.  NOTE-- THIS BENCH MARK IS ALSO
 LF0749'0.7 MILE NORTH AND 0.8 MILE WEST ALONG STATE HIGHWAY NO. 67 FROM
 LF0749'THE POST OFFICE AT NEMAHA, THENCE 2.0 MILES NORTH ALONG A
 LF0749'DIRT ROAD TO THE HAPPY HOLLOW SCHOOL.
 LF0749
 LF0749                          STATION RECOVERY (1980)
 LF0749
 LF0749'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0854 ***********************************************************************
 MJ0854  DESIGNATION -  H 261
 MJ0854  PID         -  MJ0854
 MJ0854  STATE/COUNTY-  NE/WASHINGTON
 MJ0854  USGS QUAD   -  LOVELAND (1994)
 MJ0854
 MJ0854                         *CURRENT SURVEY CONTROL
 MJ0854  ___________________________________________________________________
 MJ0854* NAD 83(1986)-  41 25 45.     (N)    095 56 58.     (W)     SCALED    
 MJ0854* NAVD 88     -       301.623  (meters)     989.57   (feet)  ADJUSTED  
 MJ0854  ___________________________________________________________________
 MJ0854  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 MJ0854  DYNAMIC HT  -         301.484 (meters)     989.12  (feet)  COMP
 MJ0854  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 MJ0854
 MJ0854  VERT ORDER  -  SECOND    CLASS 0
 MJ0854
 MJ0854.The horizontal coordinates were scaled from a topographic map and have
 MJ0854.an estimated accuracy of +/- 6 seconds.
 MJ0854
 MJ0854.The orthometric height was determined by differential leveling
 MJ0854.and adjusted by the National Geodetic Survey in June 1991..
 MJ0854
 MJ0854.The geoid height was determined by GEOID03.
 MJ0854
 MJ0854.The dynamic height is computed by dividing the NAVD 88
 MJ0854.geopotential number by the normal gravity value computed on the
 MJ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0854.degrees latitude (g = 980.6199 gals.).
 MJ0854
 MJ0854.The modeled gravity was interpolated from observed gravity values.
 MJ0854
 MJ0854;                    North         East    Units  Estimated Accuracy
 MJ0854;SPC NE       -   185,110.      838,340.      MT  (+/- 180 meters Scaled)
 MJ0854
 MJ0854                          SUPERSEDED SURVEY CONTROL
 MJ0854
 MJ0854  NGVD 29 (??/??/92)  301.486  (m)          989.13   (f) ADJ UNCH    2 0
 MJ0854
 MJ0854.Superseded values are not recommended for survey control.
 MJ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0854.See file dsdata.txt to determine how the superseded data were derived.
 MJ0854
 MJ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF535906(NAD 83)
 MJ0854_MARKER: DB = BENCH MARK DISK
 MJ0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0854_STAMPING: H 261 1948
 MJ0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0854+STABILITY: SURFACE MOTION
 MJ0854
 MJ0854  HISTORY     - Date     Condition        Report By
 MJ0854  HISTORY     - 1948     MONUMENTED       CGS
 MJ0854
 MJ0854                          STATION DESCRIPTION
 MJ0854
 MJ0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0854'6 MI SE FROM FORT CALHOUN.
 MJ0854'0.5 MILE EAST ALONG A DIRT STREET FROM THE POST OFFICE AT FORT
 MJ0854'CALHOUN, THENCE 0.3 MILE SOUTH, 2.9 MILES EAST, 1.5 MILE SOUTH
 MJ0854'AND 0.8 MILE EAST ALONG ROADS, 0.55 MILE EAST ALONG A PRIVATE
 MJ0854'ROAD LEADING THROUGH FIELDS FROM A RIGHT ANGLE TURN IN THE
 MJ0854'PUBLIC ROAD AND POINT WHERE THE PUBLIC ROAD BEGINS TO PARALLEL
 MJ0854'THE WEST SIDE OF NATHANS LAKE, AT A GROUP OF TREES AND THE POINT
 MJ0854'WHERE THE ROAD MAKES SLIGHT DROP TO LOWER LEVEL OF RIVER FARM
 MJ0854'LANDS, 45.0 FEET NORTH OF THE CENTER LINE OF THE PRIVATE ROAD,
 MJ0854'18.0 FEET SOUTHEAST OF A FENCE CORNER, ABOUT 7.0 FEET EAST OF A
 MJ0854'GROUP OF 4 COTTONWOOD TREES, 1.2 FOOT SOUTH OF A REFERENCE POST,
 MJ0854'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 MJ0854'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0665 ***********************************************************************
 NM0665  DESIGNATION -  H 262
 NM0665  PID         -  NM0665
 NM0665  STATE/COUNTY-  NE/DAKOTA
 NM0665  USGS QUAD   -  JACKSON (1993)
 NM0665
 NM0665                         *CURRENT SURVEY CONTROL
 NM0665  ___________________________________________________________________
 NM0665* NAD 83(1986)-  42 28 12.     (N)    096 32 27.     (W)     SCALED    
 NM0665* NAVD 88     -       334.008  (meters)    1095.82   (feet)  ADJUSTED  
 NM0665  ___________________________________________________________________
 NM0665  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 NM0665  DYNAMIC HT  -         333.901 (meters)    1095.47  (feet)  COMP
 NM0665  MODELED GRAV-     980,292.0   (mgal)                       NAVD 88
 NM0665
 NM0665  VERT ORDER  -  SECOND    CLASS 0
 NM0665
 NM0665.The horizontal coordinates were scaled from a topographic map and have
 NM0665.an estimated accuracy of +/- 6 seconds.
 NM0665
 NM0665.The orthometric height was determined by differential leveling
 NM0665.and adjusted by the National Geodetic Survey in June 1991..
 NM0665
 NM0665.The geoid height was determined by GEOID03.
 NM0665
 NM0665.The dynamic height is computed by dividing the NAVD 88
 NM0665.geopotential number by the normal gravity value computed on the
 NM0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0665.degrees latitude (g = 980.6199 gals.).
 NM0665
 NM0665.The modeled gravity was interpolated from observed gravity values.
 NM0665
 NM0665;                    North         East    Units  Estimated Accuracy
 NM0665;SPC NE       -   298,440.      784,340.      MT  (+/- 180 meters Scaled)
 NM0665
 NM0665                          SUPERSEDED SURVEY CONTROL
 NM0665
 NM0665  NGVD 29 (??/??/92)  333.841  (m)         1095.28   (f) ADJ UNCH    2 0
 NM0665
 NM0665.Superseded values are not recommended for survey control.
 NM0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0665.See file dsdata.txt to determine how the superseded data were derived.
 NM0665
 NM0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN021048(NAD 83)
 NM0665_MARKER: DB = BENCH MARK DISK
 NM0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0665_STAMPING: H 262 1948
 NM0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0665+STABILITY: SURFACE MOTION
 NM0665
 NM0665  HISTORY     - Date     Condition        Report By
 NM0665  HISTORY     - 1948     MONUMENTED       CGS
 NM0665  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0665
 NM0665                          STATION DESCRIPTION
 NM0665
 NM0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0665'2.6 MI N FROM JACKSON.
 NM0665'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0665'JACKSON, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 0.9
 NM0665'MILE EAST ALONG A DIRT ROAD, ABOUT 300.0 FEET NORTH OF A FARMHOUSE,
 NM0665'34.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 NM0665'25.0 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, 11.8 FEET
 NM0665'WEST OF A WEST GATE POST, 1.0 FOOT NORTH OF A FENCE, 1.6 FEET
 NM0665'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM0665'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM0665
 NM0665                          STATION RECOVERY (1966)
 NM0665
 NM0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0527 ***********************************************************************
 LF0527  DESIGNATION -  H 263
 LF0527  PID         -  LF0527
 LF0527  STATE/COUNTY-  NE/RICHARDSON
 LF0527  USGS QUAD   -  FALLS CITY (1984)
 LF0527
 LF0527                         *CURRENT SURVEY CONTROL
 LF0527  ___________________________________________________________________
 LF0527* NAD 83(1986)-  40 01 52.     (N)    095 34 49.     (W)     SCALED    
 LF0527* NAVD 88     -       269.143  (meters)     883.01   (feet)  ADJUSTED  
 LF0527  ___________________________________________________________________
 LF0527  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LF0527  DYNAMIC HT  -         268.992 (meters)     882.52  (feet)  COMP
 LF0527  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 LF0527
 LF0527  VERT ORDER  -  SECOND    CLASS 0
 LF0527
 LF0527.The horizontal coordinates were scaled from a topographic map and have
 LF0527.an estimated accuracy of +/- 6 seconds.
 LF0527
 LF0527.The orthometric height was determined by differential leveling
 LF0527.and adjusted by the National Geodetic Survey in June 1991..
 LF0527
 LF0527.The geoid height was determined by GEOID03.
 LF0527
 LF0527.The dynamic height is computed by dividing the NAVD 88
 LF0527.geopotential number by the normal gravity value computed on the
 LF0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0527.degrees latitude (g = 980.6199 gals.).
 LF0527
 LF0527.The modeled gravity was interpolated from observed gravity values.
 LF0527
 LF0527;                    North         East    Units  Estimated Accuracy
 LF0527;SPC NE       -    31,600.      877,080.      MT  (+/- 180 meters Scaled)
 LF0527
 LF0527                          SUPERSEDED SURVEY CONTROL
 LF0527
 LF0527  NGVD 29 (??/??/92)  269.062  (m)          882.75   (f) ADJ UNCH    2 0
 LF0527
 LF0527.Superseded values are not recommended for survey control.
 LF0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0527.See file dsdata.txt to determine how the superseded data were derived.
 LF0527
 LF0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE798344(NAD 83)
 LF0527_MARKER: DB = BENCH MARK DISK
 LF0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0527_STAMPING: H 263 1948
 LF0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0527+STABILITY: SURFACE MOTION
 LF0527
 LF0527  HISTORY     - Date     Condition        Report By
 LF0527  HISTORY     - 1948     MONUMENTED       CGS
 LF0527  HISTORY     - 20031008 MARK NOT FOUND   NEDR
 LF0527
 LF0527                          STATION DESCRIPTION
 LF0527
 LF0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0527'1.9 MI SE FROM FALLS CITY.
 LF0527'1.9 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0527'MISSOURI PACIFIC RAILROAD STATION AT FALLS CITY, NEAR THE NORTH
 LF0527'END OF THE RAILROAD BRIDGE 133 OVER THE BIG NEMAHA RIVER, 214.0
 LF0527'FEET NORTH OF THE RIVER BANK, 48.0 FEET WEST OF THE WEST RAIL,
 LF0527'46.0 FEET SOUTHWEST OF THE NORTHWEST END OF THE BRIDGE, 2.4 FEET
 LF0527'NORTH OF A FENCE CORNER, 1.0 FOOT WEST OF A FENCE, 1.4 FEET
 LF0527'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LF0527'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LF0527
 LF0527                          STATION RECOVERY (2003)
 LF0527
 LF0527'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003
 LF0527'MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0613 ***********************************************************************
 LF0613  DESIGNATION -  H 266
 LF0613  PID         -  LF0613
 LF0613  STATE/COUNTY-  NE/RICHARDSON
 LF0613  USGS QUAD   -  BARADA (1966)
 LF0613
 LF0613                         *CURRENT SURVEY CONTROL
 LF0613  ___________________________________________________________________
 LF0613* NAD 83(1986)-  40 13 54.     (N)    095 35 49.     (W)     SCALED    
 LF0613* NAVD 88     -       308.980  (meters)    1013.71   (feet)  ADJUSTED  
 LF0613  ___________________________________________________________________
 LF0613  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LF0613  DYNAMIC HT  -         308.810 (meters)    1013.15  (feet)  COMP
 LF0613  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 LF0613
 LF0613  VERT ORDER  -  SECOND    CLASS 0
 LF0613
 LF0613.The horizontal coordinates were scaled from a topographic map and have
 LF0613.an estimated accuracy of +/- 6 seconds.
 LF0613
 LF0613.The orthometric height was determined by differential leveling
 LF0613.and adjusted by the National Geodetic Survey in June 1991..
 LF0613
 LF0613.The geoid height was determined by GEOID03.
 LF0613
 LF0613.The dynamic height is computed by dividing the NAVD 88
 LF0613.geopotential number by the normal gravity value computed on the
 LF0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0613.degrees latitude (g = 980.6199 gals.).
 LF0613
 LF0613.The modeled gravity was interpolated from observed gravity values.
 LF0613
 LF0613;                    North         East    Units  Estimated Accuracy
 LF0613;SPC NE       -    53,770.      874,520.      MT  (+/- 180 meters Scaled)
 LF0613
 LF0613                          SUPERSEDED SURVEY CONTROL
 LF0613
 LF0613  NGVD 29 (??/??/92)  308.908  (m)         1013.48   (f) ADJ UNCH    2 0
 LF0613
 LF0613.Superseded values are not recommended for survey control.
 LF0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0613.See file dsdata.txt to determine how the superseded data were derived.
 LF0613
 LF0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE790567(NAD 83)
 LF0613_MARKER: DB = BENCH MARK DISK
 LF0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0613_STAMPING: H 266 1947
 LF0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0613+STABILITY: SURFACE MOTION
 LF0613
 LF0613  HISTORY     - Date     Condition        Report By
 LF0613  HISTORY     - 1947     MONUMENTED       CGS
 LF0613
 LF0613                          STATION DESCRIPTION
 LF0613
 LF0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0613'1.8 MI NW FROM BARADA.
 LF0613'0.9 MILE WEST AND 0.9 MILE NORTH ALONG STATE HIGHWAY NO. 62 FROM
 LF0613'THE SCHOOL AT BARADA, 483.0 FEET SOUTH OF THE CENTER OF A DIRT
 LF0613'ROAD LEADING EAST FROM THE OUTSIDE OF A CURVE TO THE WEST IN THE
 LF0613'HIGHWAY, IN A FARM YARD, 55.0 FEET EAST OF THE CENTER OF THE
 LF0613'NORTH-SOUTH SECTION OF THE HIGHWAY, 19.0 FEET SOUTH OF THE
 LF0613'CENTER OF A PRIVATE DRIVE-WAY LEADING EAST TO A LARGE STUCCO
 LF0613'FARM HOUSE, 2.4 FEET NORTH OF AN EAST-WEST FENCE LINE, 2.0 FEET
 LF0613'SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 3 FEET
 LF0613'ABOVE THE HIGHWAY AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0639 ***********************************************************************
 LF0639  DESIGNATION -  H 267
 LF0639  PID         -  LF0639
 LF0639  STATE/COUNTY-  NE/RICHARDSON
 LF0639  USGS QUAD   -  BARADA (1966)
 LF0639
 LF0639                         *CURRENT SURVEY CONTROL
 LF0639  ___________________________________________________________________
 LF0639* NAD 83(1986)-  40 13 06.     (N)    095 35 49.     (W)     SCALED    
 LF0639* NAVD 88     -       325.587  (meters)    1068.20   (feet)  ADJUSTED  
 LF0639  ___________________________________________________________________
 LF0639  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LF0639  DYNAMIC HT  -         325.407 (meters)    1067.61  (feet)  COMP
 LF0639  MODELED GRAV-     980,063.7   (mgal)                       NAVD 88
 LF0639
 LF0639  VERT ORDER  -  SECOND    CLASS 0
 LF0639
 LF0639.The horizontal coordinates were scaled from a topographic map and have
 LF0639.an estimated accuracy of +/- 6 seconds.
 LF0639
 LF0639.The orthometric height was determined by differential leveling
 LF0639.and adjusted by the National Geodetic Survey in June 1991..
 LF0639
 LF0639.The geoid height was determined by GEOID03.
 LF0639
 LF0639.The dynamic height is computed by dividing the NAVD 88
 LF0639.geopotential number by the normal gravity value computed on the
 LF0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0639.degrees latitude (g = 980.6199 gals.).
 LF0639
 LF0639.The modeled gravity was interpolated from observed gravity values.
 LF0639
 LF0639;                    North         East    Units  Estimated Accuracy
 LF0639;SPC NE       -    52,290.      874,600.      MT  (+/- 180 meters Scaled)
 LF0639
 LF0639                          SUPERSEDED SURVEY CONTROL
 LF0639
 LF0639  NGVD 29 (??/??/92)  325.513  (m)         1067.95   (f) ADJ UNCH    2 0
 LF0639
 LF0639.Superseded values are not recommended for survey control.
 LF0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0639.See file dsdata.txt to determine how the superseded data were derived.
 LF0639
 LF0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE790552(NAD 83)
 LF0639_MARKER: DB = BENCH MARK DISK
 LF0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0639_STAMPING: H 267 1947
 LF0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0639+STABILITY: SURFACE MOTION
 LF0639
 LF0639  HISTORY     - Date     Condition        Report By
 LF0639  HISTORY     - 1947     MONUMENTED       CGS
 LF0639
 LF0639                          STATION DESCRIPTION
 LF0639
 LF0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0639'0.9 MI W FROM BARADA.
 LF0639'0.9 MILE WEST ALONG STATE HIGHWAY NO. 62 FROM THE SCHOOL AT
 LF0639'BARADA, AT A POINT WHERE THE HIGHWAYS TURNS NORTH AND AT THE
 LF0639'JUNCTION OF A GRAVEL ROAD LEADING SOUTH AND A DIRT ROAD LEADING
 LF0639'WEST, 48.0 FEET NORTHWEST OF THE CENTER OF THE SOUTH LEG OF THE
 LF0639'Y AT THE ROAD JUNCTION, 40.0 FEET SOUTH OF THE CENTER OF THE
 LF0639'EAST-WEST SECTION OF THE HIGHWAY AND THE DIRT ROAD, 30.0 FEET
 LF0639'EAST OF THE CENTER OF THE NORTH-SOUTH SECTION OF THE HIGHWAY
 LF0639'AND THE GRAVEL ROAD, 6.5 FEET SOUTH OF A POWER LINE POLE WHICH
 LF0639'IS AT THE CROSSING OF TWO POWER LINES, 1.5 FOOT NORTH OF A
 LF0639'REFERENCE POST, SET IN A CONCRETE POST ABOUT 3 FEET BELOW THE
 LF0639'HIGHWAY AND THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0671 ***********************************************************************
 LF0671  DESIGNATION -  H 268
 LF0671  PID         -  LF0671
 LF0671  STATE/COUNTY-  NE/NEMAHA
 LF0671  USGS QUAD   -  AUBURN (1966)
 LF0671
 LF0671                         *CURRENT SURVEY CONTROL
 LF0671  ___________________________________________________________________
 LF0671* NAD 83(1986)-  40 25 14.     (N)    095 45 13.     (W)     SCALED    
 LF0671* NAVD 88     -       333.454  (meters)    1094.01   (feet)  ADJUSTED  
 LF0671  ___________________________________________________________________
 LF0671  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LF0671  DYNAMIC HT  -         333.274 (meters)    1093.42  (feet)  COMP
 LF0671  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 LF0671
 LF0671  VERT ORDER  -  SECOND    CLASS 0
 LF0671
 LF0671.The horizontal coordinates were scaled from a topographic map and have
 LF0671.an estimated accuracy of +/- 6 seconds.
 LF0671
 LF0671.The orthometric height was determined by differential leveling
 LF0671.and adjusted by the National Geodetic Survey in June 1991..
 LF0671
 LF0671.The geoid height was determined by GEOID03.
 LF0671
 LF0671.The dynamic height is computed by dividing the NAVD 88
 LF0671.geopotential number by the normal gravity value computed on the
 LF0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0671.degrees latitude (g = 980.6199 gals.).
 LF0671
 LF0671.The modeled gravity was interpolated from observed gravity values.
 LF0671
 LF0671;                    North         East    Units  Estimated Accuracy
 LF0671;SPC NE       -    74,050.      860,180.      MT  (+/- 180 meters Scaled)
 LF0671
 LF0671                          SUPERSEDED SURVEY CONTROL
 LF0671
 LF0671  NGVD 29 (??/??/92)  333.367  (m)         1093.72   (f) ADJ UNCH    2 0
 LF0671
 LF0671.Superseded values are not recommended for survey control.
 LF0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0671.See file dsdata.txt to determine how the superseded data were derived.
 LF0671
 LF0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE663780(NAD 83)
 LF0671_MARKER: DB = BENCH MARK DISK
 LF0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0671_STAMPING: H 268 1947
 LF0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0671+STABILITY: SURFACE MOTION
 LF0671
 LF0671  HISTORY     - Date     Condition        Report By
 LF0671  HISTORY     - 1947     MONUMENTED       CGS
 LF0671
 LF0671                          STATION DESCRIPTION
 LF0671
 LF0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0671'4.7 MI SW FROM PERU.
 LF0671'1.6 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 67 AND 3.1 MILES SOUTH
 LF0671'ALONG A GRAVEL ROAD FROM THE T.J. MAJORS TRAINING SCHOOL AT PERU,
 LF0671'0.1 MILE SOUTH OF AN EAST-WEST CROSS ROAD AND IN THE FRONT YARD
 LF0671'OF A FARM HOUSE, 122.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LF0671'A LARGE TWO STORY FARM HOUSE, 73.0 FEET WEST OF THE CENTER OF THE
 LF0671'MAIN NORTH-SOUTH ROAD, 70.8 FEET NORTHWEST OF THE MOST NORTHERLY
 LF0671'ONE OF TWO 2 1/2-FOOT PINE TREES, 37.0 FEET WEST OF THE WEST SIDE
 LF0671'OF A 3-FOOT HACKBERRY TREE, 21.0 FEET NORTH OF THE CENTER OF A
 LF0671'PRIVATE DRIVE WAY LEADING WEST TO THE FARM HOUSE, 2.2 FEET WEST OF
 LF0671'A REFERENCE POST, 0.5 FOOT SOUTH OF AN EAST-WEST FENCE LINE, SET IN
 LF0671'A CONCRETE POST ABOUT 3 FEET ABOVE THE ROAD AND PROJECTING 0.3
 LF0671'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0139 ***********************************************************************
 LJ0139  DESIGNATION -  H 27
 LJ0139  PID         -  LJ0139
 LJ0139  STATE/COUNTY-  NE/FRONTIER
 LJ0139  USGS QUAD   -  CURTIS SW (1983)
 LJ0139
 LJ0139                         *CURRENT SURVEY CONTROL
 LJ0139  ___________________________________________________________________
 LJ0139* NAD 83(1986)-  40 37 18.     (N)    100 37 53.     (W)     SCALED    
 LJ0139* NAVD 88     -       851.207  (meters)    2792.67   (feet)  ADJUSTED  
 LJ0139  ___________________________________________________________________
 LJ0139  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 LJ0139  DYNAMIC HT  -         850.680 (meters)    2790.94  (feet)  COMP
 LJ0139  MODELED GRAV-     979,976.1   (mgal)                       NAVD 88
 LJ0139
 LJ0139  VERT ORDER  -  SECOND    CLASS 0
 LJ0139
 LJ0139.The horizontal coordinates were scaled from a topographic map and have
 LJ0139.an estimated accuracy of +/- 6 seconds.
 LJ0139
 LJ0139.The orthometric height was determined by differential leveling
 LJ0139.and adjusted by the National Geodetic Survey in June 1991..
 LJ0139
 LJ0139.The geoid height was determined by GEOID03.
 LJ0139
 LJ0139.The dynamic height is computed by dividing the NAVD 88
 LJ0139.geopotential number by the normal gravity value computed on the
 LJ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0139.degrees latitude (g = 980.6199 gals.).
 LJ0139
 LJ0139.The modeled gravity was interpolated from observed gravity values.
 LJ0139
 LJ0139;                    North         East    Units  Estimated Accuracy
 LJ0139;SPC NE       -    87,720.      446,590.      MT  (+/- 180 meters Scaled)
 LJ0139
 LJ0139                          SUPERSEDED SURVEY CONTROL
 LJ0139
 LJ0139  NGVD 29 (??/??/92)  850.869  (m)         2791.56   (f) ADJ UNCH    2 0
 LJ0139
 LJ0139.Superseded values are not recommended for survey control.
 LJ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0139.See file dsdata.txt to determine how the superseded data were derived.
 LJ0139
 LJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK620980(NAD 83)
 LJ0139_MARKER: DB = BENCH MARK DISK
 LJ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0139_STAMPING: H 27 1934
 LJ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0139+STABILITY: SURFACE MOTION
 LJ0139
 LJ0139  HISTORY     - Date     Condition        Report By
 LJ0139  HISTORY     - 1934     MONUMENTED       CGS
 LJ0139  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0139
 LJ0139                          STATION DESCRIPTION
 LJ0139
 LJ0139'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0139'2.5 MI S FROM MAYWOOD.
 LJ0139'2.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MAYWOOD, FRONTIER
 LJ0139'COUNTY, 90 FEET NORTH OF A NORTHWEST-AND-SOUTHEAST FENCE, 44
 LJ0139'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 7 FEET WEST OF
 LJ0139'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 27 1934 AND
 LJ0139'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1029 ***********************************************************************
 NM1029  DESIGNATION -  H 270
 NM1029  PID         -  NM1029
 NM1029  STATE/COUNTY-  NE/CEDAR
 NM1029  USGS QUAD   -  GAVINS POINT DAM (1968)
 NM1029
 NM1029                         *CURRENT SURVEY CONTROL
 NM1029  ___________________________________________________________________
 NM1029* NAD 83(1986)-  42 51 00.     (N)    097 23 50.     (W)     SCALED    
 NM1029* NAVD 88     -       359.389  (meters)    1179.10   (feet)  ADJUSTED  
 NM1029  ___________________________________________________________________
 NM1029  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM1029  DYNAMIC HT  -         359.288 (meters)    1178.76  (feet)  COMP
 NM1029  MODELED GRAV-     980,327.9   (mgal)                       NAVD 88
 NM1029
 NM1029  VERT ORDER  -  FIRST     CLASS II
 NM1029
 NM1029.The horizontal coordinates were scaled from a topographic map and have
 NM1029.an estimated accuracy of +/- 6 seconds.
 NM1029
 NM1029.The orthometric height was determined by differential leveling
 NM1029.and adjusted by the National Geodetic Survey in June 1991..
 NM1029
 NM1029.The geoid height was determined by GEOID03.
 NM1029
 NM1029.The dynamic height is computed by dividing the NAVD 88
 NM1029.geopotential number by the normal gravity value computed on the
 NM1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1029.degrees latitude (g = 980.6199 gals.).
 NM1029
 NM1029.The modeled gravity was interpolated from observed gravity values.
 NM1029
 NM1029;                    North         East    Units  Estimated Accuracy
 NM1029;SPC NE       -   338,160.      712,700.      MT  (+/- 180 meters Scaled)
 NM1029
 NM1029                          SUPERSEDED SURVEY CONTROL
 NM1029
 NM1029  NGVD 29 (??/??/92)  359.187  (m)         1178.43   (f) ADJ UNCH    1 2
 NM1029
 NM1029.Superseded values are not recommended for survey control.
 NM1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1029.See file dsdata.txt to determine how the superseded data were derived.
 NM1029
 NM1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN309454(NAD 83)
 NM1029_MARKER: DB = BENCH MARK DISK
 NM1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1029_STAMPING: H 270 1949
 NM1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1029+STABILITY: SURFACE MOTION
 NM1029
 NM1029  HISTORY     - Date     Condition        Report By
 NM1029  HISTORY     - 1949     MONUMENTED       CGS
 NM1029  HISTORY     - 1967     MARK NOT FOUND   NGS
 NM1029
 NM1029                          STATION DESCRIPTION
 NM1029
 NM1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1029'0.8 MI S FROM YANKTON.
 NM1029'0.75 MILE SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1029'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, AT A JUNCTION
 NM1029'WITH A DIRT ROAD LEADING EAST, 117 FEET SOUTHWEST OF THE SOUTHWEST
 NM1029'CORNER OF THE ROSE KOHLA SERVICE STATION, 42 FEET EAST OF THE
 NM1029'CENTER LINE OF THE HIGHWAY, 40 FEET NORTH OF THE CENTER LINE
 NM1029'OF THE ROAD LEADING EAST, 5.8 FEET WEST OF A LONE COTTONWOOD
 NM1029'TREE, 1.3 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF
 NM1029'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1029
 NM1029                          STATION RECOVERY (1967)
 NM1029
 NM1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NM1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1405 ***********************************************************************
 NM1405  DESIGNATION -  H 271
 NM1405  PID         -  NM1405
 NM1405  STATE/COUNTY-  NE/KNOX
 NM1405  USGS QUAD   -  BON HOMME COLONY (1974)
 NM1405
 NM1405                         *CURRENT SURVEY CONTROL
 NM1405  ___________________________________________________________________
 NM1405* NAD 83(1986)-  42 46 17.     (N)    097 43 13.     (W)     SCALED    
 NM1405* NAVD 88     -       525.019  (meters)    1722.50   (feet)  ADJUSTED  
 NM1405  ___________________________________________________________________
 NM1405  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 NM1405  DYNAMIC HT  -         524.841 (meters)    1721.92  (feet)  COMP
 NM1405  MODELED GRAV-     980,265.6   (mgal)                       NAVD 88
 NM1405
 NM1405  VERT ORDER  -  SECOND    CLASS 0
 NM1405
 NM1405.The horizontal coordinates were scaled from a topographic map and have
 NM1405.an estimated accuracy of +/- 6 seconds.
 NM1405
 NM1405.The orthometric height was determined by differential leveling
 NM1405.and adjusted by the National Geodetic Survey in June 1991..
 NM1405
 NM1405.The geoid height was determined by GEOID03.
 NM1405
 NM1405.The dynamic height is computed by dividing the NAVD 88
 NM1405.geopotential number by the normal gravity value computed on the
 NM1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1405.degrees latitude (g = 980.6199 gals.).
 NM1405
 NM1405.The modeled gravity was interpolated from observed gravity values.
 NM1405
 NM1405;                    North         East    Units  Estimated Accuracy
 NM1405;SPC NE       -   328,690.      686,540.      MT  (+/- 180 meters Scaled)
 NM1405
 NM1405                          SUPERSEDED SURVEY CONTROL
 NM1405
 NM1405  NGVD 29 (??/??/92)  524.790  (m)         1721.75   (f) ADJ UNCH    2 0
 NM1405
 NM1405.Superseded values are not recommended for survey control.
 NM1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1405.See file dsdata.txt to determine how the superseded data were derived.
 NM1405
 NM1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN046362(NAD 83)
 NM1405_MARKER: DB = BENCH MARK DISK
 NM1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1405_STAMPING: H 271 1949
 NM1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1405+STABILITY: SURFACE MOTION
 NM1405
 NM1405  HISTORY     - Date     Condition        Report By
 NM1405  HISTORY     - 1949     MONUMENTED       CGS
 NM1405
 NM1405                          STATION DESCRIPTION
 NM1405
 NM1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1405'3.6 MI NE FROM LINDY.
 NM1405'1.6 MILES NORTH ALONG A DIRT ROAD FROM THE JUNCTION WITH THE
 NM1405'MAIN STREET OF LINDY, THENCE 1.0 MILE EAST ALONG A DIRT ROAD,
 NM1405'THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, AT A FENCE CORNER WITH
 NM1405'A DIRT TRAIL LEADING EAST ALONG A FENCE LINE, 27 FEET WEST OF THE
 NM1405'CENTER LINE OF THE ROAD, 3.3 FEET NORTHEAST OF A STEEL FENCE
 NM1405'CORNER POST, 1.6 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP
 NM1405'OF A 5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1039 ***********************************************************************
 NM1039  DESIGNATION -  H 272
 NM1039  PID         -  NM1039
 NM1039  STATE/COUNTY-  NE/CEDAR
 NM1039  USGS QUAD   -  GAVINS POINT DAM (1968)
 NM1039
 NM1039                         *CURRENT SURVEY CONTROL
 NM1039  ___________________________________________________________________
 NM1039* NAD 83(1986)-  42 50 42.     (N)    097 23 15.     (W)     SCALED    
 NM1039* NAVD 88     -       358.119  (meters)    1174.93   (feet)  ADJUSTED  
 NM1039  ___________________________________________________________________
 NM1039  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM1039  DYNAMIC HT  -         358.017 (meters)    1174.59  (feet)  COMP
 NM1039  MODELED GRAV-     980,327.6   (mgal)                       NAVD 88
 NM1039
 NM1039  VERT ORDER  -  SECOND    CLASS 0
 NM1039
 NM1039.The horizontal coordinates were scaled from a topographic map and have
 NM1039.an estimated accuracy of +/- 6 seconds.
 NM1039
 NM1039.The orthometric height was determined by differential leveling
 NM1039.and adjusted by the National Geodetic Survey in June 1991..
 NM1039
 NM1039.The geoid height was determined by GEOID03.
 NM1039
 NM1039.The dynamic height is computed by dividing the NAVD 88
 NM1039.geopotential number by the normal gravity value computed on the
 NM1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1039.degrees latitude (g = 980.6199 gals.).
 NM1039
 NM1039.The modeled gravity was interpolated from observed gravity values.
 NM1039
 NM1039;                    North         East    Units  Estimated Accuracy
 NM1039;SPC NE       -   337,630.      713,510.      MT  (+/- 180 meters Scaled)
 NM1039
 NM1039                          SUPERSEDED SURVEY CONTROL
 NM1039
 NM1039  NGVD 29 (??/??/92)  357.918  (m)         1174.27   (f) ADJ UNCH    2 0
 NM1039
 NM1039.Superseded values are not recommended for survey control.
 NM1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1039.See file dsdata.txt to determine how the superseded data were derived.
 NM1039
 NM1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN317448(NAD 83)
 NM1039_MARKER: DB = BENCH MARK DISK
 NM1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1039_STAMPING: H 272 1949
 NM1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1039+STABILITY: SURFACE MOTION
 NM1039
 NM1039  HISTORY     - Date     Condition        Report By
 NM1039  HISTORY     - 1949     MONUMENTED       CGS
 NM1039
 NM1039                          STATION DESCRIPTION
 NM1039
 NM1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1039'2.6 MI SE FROM YANKTON.
 NM1039'1.9 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 NM1039'YANKTON, THENCE 0.65 MILE EAST ALONG A GRAVELED ROAD, ON THE
 NM1039'EAST SIDE OF A PRIVATE DRIVEWAY LEADING NORTH TO LAVERLE AVENELL
 NM1039'FARM HOME, 136 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 NM1039'ROAD, 102.0 FEET NORTH OF A FENCE CORNER POST, 15 FEET EAST
 NM1039'OF THE CENTER LINE OF THE PRIVATE DRIVEWAY, 1.0 FOOT WEST OF
 NM1039'A FENCE, 1.7 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 NM1039'OF A 5.5-FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0323 ***********************************************************************
 NN0323  DESIGNATION -  H 273
 NN0323  PID         -  NN0323
 NN0323  STATE/COUNTY-  NE/BOYD
 NN0323  USGS QUAD   -  GROSS (1964)
 NN0323
 NN0323                         *CURRENT SURVEY CONTROL
 NN0323  ___________________________________________________________________
 NN0323* NAD 83(1986)-  42 54 56.     (N)    098 31 34.     (W)     SCALED    
 NN0323* NAVD 88     -       511.044  (meters)    1676.65   (feet)  ADJUSTED  
 NN0323  ___________________________________________________________________
 NN0323  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 NN0323  DYNAMIC HT  -         510.862 (meters)    1676.05  (feet)  COMP
 NN0323  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 NN0323
 NN0323  VERT ORDER  -  SECOND    CLASS 0
 NN0323
 NN0323.The horizontal coordinates were scaled from a topographic map and have
 NN0323.an estimated accuracy of +/- 6 seconds.
 NN0323
 NN0323.The orthometric height was determined by differential leveling
 NN0323.and adjusted by the National Geodetic Survey in June 1991..
 NN0323
 NN0323.The geoid height was determined by GEOID03.
 NN0323
 NN0323.The dynamic height is computed by dividing the NAVD 88
 NN0323.geopotential number by the normal gravity value computed on the
 NN0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0323.degrees latitude (g = 980.6199 gals.).
 NN0323
 NN0323.The modeled gravity was interpolated from observed gravity values.
 NN0323
 NN0323;                    North         East    Units  Estimated Accuracy
 NN0323;SPC NE       -   343,270.      620,340.      MT  (+/- 180 meters Scaled)
 NN0323
 NN0323                          SUPERSEDED SURVEY CONTROL
 NN0323
 NN0323  NGVD 29 (??/??/92)  510.764  (m)         1675.73   (f) ADJ UNCH    2 0
 NN0323
 NN0323.Superseded values are not recommended for survey control.
 NN0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0323.See file dsdata.txt to determine how the superseded data were derived.
 NN0323
 NN0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN386515(NAD 83)
 NN0323_MARKER: DB = BENCH MARK DISK
 NN0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0323_STAMPING: H 273 1949
 NN0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0323+STABILITY: SURFACE MOTION
 NN0323
 NN0323  HISTORY     - Date     Condition        Report By
 NN0323  HISTORY     - 1949     MONUMENTED       CGS
 NN0323
 NN0323                          STATION DESCRIPTION
 NN0323
 NN0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0323'8.7 MI NW FROM LYNCH.
 NN0323'6.3 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFIFCE AT LYNCH,
 NN0323'THENCE 2.4 MILES WEST ALONG A DIRT ROAD, IN THE NORTHWEST QUARTER
 NN0323'OF A PUBLIC ROAD CROSSING, IN THE SOUTHWEST CORNER OF A SCHOOLYARD,
 NN0323'271 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH,
 NN0323'73.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING,
 NN0323'45 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 7.3 FEET
 NN0323'NORTH OF A CORNER FENCE POST, 1.1 FEET EAST OF A FENCE, 1.4
 NN0323'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NN0323'AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0689 ***********************************************************************
 NM0689  DESIGNATION -  H 274
 NM0689  PID         -  NM0689
 NM0689  STATE/COUNTY-  NE/DIXON
 NM0689  USGS QUAD   -  CONCORD (1967)
 NM0689
 NM0689                         *CURRENT SURVEY CONTROL
 NM0689  ___________________________________________________________________
 NM0689* NAD 83(1986)-  42 28 00.     (N)    096 59 42.     (W)     SCALED    
 NM0689* NAVD 88     -       463.887  (meters)    1521.94   (feet)  ADJUSTED  
 NM0689  ___________________________________________________________________
 NM0689  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 NM0689  DYNAMIC HT  -         463.736 (meters)    1521.44  (feet)  COMP
 NM0689  MODELED GRAV-     980,280.0   (mgal)                       NAVD 88
 NM0689
 NM0689  VERT ORDER  -  SECOND    CLASS 0
 NM0689
 NM0689.The horizontal coordinates were scaled from a topographic map and have
 NM0689.an estimated accuracy of +/- 6 seconds.
 NM0689
 NM0689.The orthometric height was determined by differential leveling
 NM0689.and adjusted by the National Geodetic Survey in June 1991..
 NM0689
 NM0689.The geoid height was determined by GEOID03.
 NM0689
 NM0689.The dynamic height is computed by dividing the NAVD 88
 NM0689.geopotential number by the normal gravity value computed on the
 NM0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0689.degrees latitude (g = 980.6199 gals.).
 NM0689
 NM0689.The modeled gravity was interpolated from observed gravity values.
 NM0689
 NM0689;                    North         East    Units  Estimated Accuracy
 NM0689;SPC NE       -   296,670.      747,040.      MT  (+/- 180 meters Scaled)
 NM0689
 NM0689                          SUPERSEDED SURVEY CONTROL
 NM0689
 NM0689  NGVD 29 (??/??/92)  463.698  (m)         1521.32   (f) ADJ UNCH    2 0
 NM0689
 NM0689.Superseded values are not recommended for survey control.
 NM0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0689.See file dsdata.txt to determine how the superseded data were derived.
 NM0689
 NM0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN648035(NAD 83)
 NM0689_MARKER: DB = BENCH MARK DISK
 NM0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0689_STAMPING: H 274 1945
 NM0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0689+STABILITY: SURFACE MOTION
 NM0689
 NM0689  HISTORY     - Date     Condition        Report By
 NM0689  HISTORY     - 1949     MONUMENTED       CGS
 NM0689
 NM0689                          STATION DESCRIPTION
 NM0689
 NM0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0689'3.8 MI N FROM DIXON.
 NM0689'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON, AND
 NM0689'QUINCY RAILROAD STATION AT DIXON, THENCE 3.65 MILES NORTH ALONG
 NM0689'STATE HIGHWAY 116, AT THE INTERSECTION OF STATE HIGHWAY 116
 NM0689'AND U.S. HIGHWAY 20, AND AT EDDIES MOTEL, 235 FEET EAST OF
 NM0689'THE CENTER LINE OF STATE HIGHWAY 116, 152 FEET SOUTH OF THE
 NM0689'CENTER LINE OF U.S. HIGHWAY 20, 55.0 FEET SOUTH OF THE SOUTH
 NM0689'DOOR OF THE MOTEL, 83.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 NM0689'OF THE MOTEL, 1.0 FOOT NORTH OF A FENCE, AND SET IN THE TOP
 NM0689'OF A 5-FOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1064 ***********************************************************************
 NM1064  DESIGNATION -  H 275
 NM1064  PID         -  NM1064
 NM1064  STATE/COUNTY-  NE/CEDAR
 NM1064  USGS QUAD   -  MECKLING (1994)
 NM1064
 NM1064                         *CURRENT SURVEY CONTROL
 NM1064  ___________________________________________________________________
 NM1064* NAD 83(1986)-  42 45 24.     (N)    097 02 27.     (W)     SCALED    
 NM1064* NAVD 88     -       351.558  (meters)    1153.40   (feet)  ADJUSTED  
 NM1064  ___________________________________________________________________
 NM1064  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 NM1064  DYNAMIC HT  -         351.451 (meters)    1153.05  (feet)  COMP
 NM1064  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 NM1064
 NM1064  VERT ORDER  -  SECOND    CLASS 0
 NM1064
 NM1064.The horizontal coordinates were scaled from a topographic map and have
 NM1064.an estimated accuracy of +/- 6 seconds.
 NM1064
 NM1064.The orthometric height was determined by differential leveling
 NM1064.and adjusted by the National Geodetic Survey in June 1991..
 NM1064
 NM1064.The geoid height was determined by GEOID03.
 NM1064
 NM1064.The dynamic height is computed by dividing the NAVD 88
 NM1064.geopotential number by the normal gravity value computed on the
 NM1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1064.degrees latitude (g = 980.6199 gals.).
 NM1064
 NM1064.The modeled gravity was interpolated from observed gravity values.
 NM1064
 NM1064;                    North         East    Units  Estimated Accuracy
 NM1064;SPC NE       -   328,740.      742,170.      MT  (+/- 180 meters Scaled)
 NM1064
 NM1064                          SUPERSEDED SURVEY CONTROL
 NM1064
 NM1064  NGVD 29 (??/??/92)  351.353  (m)         1152.73   (f) ADJ UNCH    2 0
 NM1064
 NM1064.Superseded values are not recommended for survey control.
 NM1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1064.See file dsdata.txt to determine how the superseded data were derived.
 NM1064
 NM1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN603356(NAD 83)
 NM1064_MARKER: DB = BENCH MARK DISK
 NM1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1064_STAMPING: H 275 1949
 NM1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1064+STABILITY: SURFACE MOTION
 NM1064
 NM1064  HISTORY     - Date     Condition        Report By
 NM1064  HISTORY     - 1949     MONUMENTED       CGS
 NM1064  HISTORY     - 1968     MARK NOT FOUND   NGS
 NM1064
 NM1064                          STATION DESCRIPTION
 NM1064
 NM1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1064'8.6 MI E FROM WYNOT.
 NM1064'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1064'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD THENCE 0.55
 NM1064'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1064'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1064'ROAD, THENCE 6.1 MILES EAST ALONG A GRADED DIRT ROAD, AT THE FARM
 NM1064'HOME OF ORVIL BALDRIDGE AND OCCUPIED BY CYRIL KOCH, 170 FEET
 NM1064'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 78.0 FEET
 NM1064'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 29 FEET WEST OF
 NM1064'THE CENTER LINE OF A PRIVATE DRIVEWAY, 24.4 FEET NORTHEAST OF
 NM1064'OF THE NORTHEAST CORNER OF THE GARAGE, SET IN THE TOP OF A 5.5
 NM1064'FOOT CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NM1064
 NM1064                          STATION RECOVERY (1968)
 NM1064
 NM1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NM1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0877 ***********************************************************************
 NM0877  DESIGNATION -  H 276
 NM0877  PID         -  NM0877
 NM0877  STATE/COUNTY-  NE/DIXON
 NM0877  USGS QUAD   -  BURBANK (1994)
 NM0877
 NM0877                         *CURRENT SURVEY CONTROL
 NM0877  ___________________________________________________________________
 NM0877* NAD 83(1986)-  42 38 54.     (N)    096 47 54.     (W)     SCALED    
 NM0877* NAVD 88     -       373.205  (meters)    1224.42   (feet)  ADJUSTED  
 NM0877  ___________________________________________________________________
 NM0877  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM0877  DYNAMIC HT  -         373.090 (meters)    1224.05  (feet)  COMP
 NM0877  MODELED GRAV-     980,301.4   (mgal)                       NAVD 88
 NM0877
 NM0877  VERT ORDER  -  SECOND    CLASS 0
 NM0877
 NM0877.The horizontal coordinates were scaled from a topographic map and have
 NM0877.an estimated accuracy of +/- 6 seconds.
 NM0877
 NM0877.The orthometric height was determined by differential leveling
 NM0877.and adjusted by the National Geodetic Survey in June 1991..
 NM0877
 NM0877.The geoid height was determined by GEOID03.
 NM0877
 NM0877.The dynamic height is computed by dividing the NAVD 88
 NM0877.geopotential number by the normal gravity value computed on the
 NM0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0877.degrees latitude (g = 980.6199 gals.).
 NM0877
 NM0877.The modeled gravity was interpolated from observed gravity values.
 NM0877
 NM0877;                    North         East    Units  Estimated Accuracy
 NM0877;SPC NE       -   317,420.      762,450.      MT  (+/- 180 meters Scaled)
 NM0877
 NM0877                          SUPERSEDED SURVEY CONTROL
 NM0877
 NM0877  NGVD 29 (??/??/92)  373.021  (m)         1223.82   (f) ADJ UNCH    2 0
 NM0877
 NM0877.Superseded values are not recommended for survey control.
 NM0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0877.See file dsdata.txt to determine how the superseded data were derived.
 NM0877
 NM0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN804241(NAD 83)
 NM0877_MARKER: DB = BENCH MARK DISK
 NM0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0877_STAMPING: H 276 1949
 NM0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0877+STABILITY: SURFACE MOTION
 NM0877
 NM0877  HISTORY     - Date     Condition        Report By
 NM0877  HISTORY     - 1949     MONUMENTED       CGS
 NM0877  HISTORY     - 1962     GOOD             NGS
 NM0877
 NM0877                          STATION DESCRIPTION
 NM0877
 NM0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0877'5.6 MI SE FROM NEWCASTLE.
 NM0877'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 NM0877'AT NEWCASTLE, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 NM0877'THENCE 1.5 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE
 NM0877'SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE EAST ALONG A
 NM0877'GRADED DIRT ROAD, 90.0 FEET WEST OF THE WEST CORNER OF A BRIDGE,
 NM0877'40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 8.6 FEET NORTHWEST
 NM0877'OF A 16-INCH ELM WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE
 NM0877'TREE, 9.0 FEET NORTHWEST OF A FENCE, 9.6 FEET WEST OF A REFERENCE
 NM0877'POST, PROJECTING 3 INCHES ABOVE THE GROUND AND SET IN THE TOP OF
 NM0877'A 5.5 FOOT CONCRETE POST WHICH IS BURIED 1 FOOT BELOW THE SURFACE
 NM0877'OF THE GROUND.
 NM0877
 NM0877                          STATION RECOVERY (1962)
 NM0877
 NM0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NM0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0138 ***********************************************************************
 LG0138  DESIGNATION -  H 277
 LG0138  PID         -  LG0138
 LG0138  STATE/COUNTY-  NE/CASS
 LG0138  USGS QUAD   -  MANLEY (1966)
 LG0138
 LG0138                         *CURRENT SURVEY CONTROL
 LG0138  ___________________________________________________________________
 LG0138* NAD 83(1986)-  40 54 00.     (N)    096 08 21.     (W)     SCALED    
 LG0138* NAVD 88     -       370.364  (meters)    1215.10   (feet)  ADJUSTED  
 LG0138  ___________________________________________________________________
 LG0138  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 LG0138  DYNAMIC HT  -         370.209 (meters)    1214.59  (feet)  COMP
 LG0138  MODELED GRAV-     980,192.4   (mgal)                       NAVD 88
 LG0138
 LG0138  VERT ORDER  -  SECOND    CLASS 0
 LG0138
 LG0138.The horizontal coordinates were scaled from a topographic map and have
 LG0138.an estimated accuracy of +/- 6 seconds.
 LG0138
 LG0138.The orthometric height was determined by differential leveling
 LG0138.and adjusted by the National Geodetic Survey in June 1991..
 LG0138
 LG0138.The geoid height was determined by GEOID03.
 LG0138
 LG0138.The dynamic height is computed by dividing the NAVD 88
 LG0138.geopotential number by the normal gravity value computed on the
 LG0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0138.degrees latitude (g = 980.6199 gals.).
 LG0138
 LG0138.The modeled gravity was interpolated from observed gravity values.
 LG0138
 LG0138;                    North         East    Units  Estimated Accuracy
 LG0138;SPC NE       -   125,690.      825,120.      MT  (+/- 180 meters Scaled)
 LG0138
 LG0138                          SUPERSEDED SURVEY CONTROL
 LG0138
 LG0138  NGVD 29 (??/??/92)  370.271  (m)         1214.80   (f) ADJ UNCH    2 0
 LG0138
 LG0138.Superseded values are not recommended for survey control.
 LG0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0138.See file dsdata.txt to determine how the superseded data were derived.
 LG0138
 LG0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL409315(NAD 83)
 LG0138_MARKER: DB = BENCH MARK DISK
 LG0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0138_STAMPING: H 277 1950
 LG0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0138+STABILITY: SURFACE MOTION
 LG0138
 LG0138  HISTORY     - Date     Condition        Report By
 LG0138  HISTORY     - 1950     MONUMENTED       CGS
 LG0138  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0138
 LG0138                          STATION DESCRIPTION
 LG0138
 LG0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0138'2.5 MI N FROM WEEPING WATER.
 LG0138'2.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE HIGH SCHOOL AT
 LG0138'WEEPING WATER, AT A ROAD INTERSECTION, 131 FEET EAST OF THE
 LG0138'CENTER LINE OF THE HIGHWAY, 82 FEET EAST OF THE CENTER OF A
 LG0138'GATE, 20 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 LG0138'ROAD, 1 FOOT SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST,
 LG0138'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 LG0138'THE GROUND.  NOTE-- EAST-WEST ROAD HAS BEEN WIDENED.  BENCH MARK
 LG0138'WAS PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 LG0138
 LG0138                          STATION RECOVERY (1964)
 LG0138
 LG0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0511 ***********************************************************************
 NM0511  DESIGNATION -  H 278
 NM0511  PID         -  NM0511
 NM0511  STATE/COUNTY-  NE/THURSTON
 NM0511  USGS QUAD   -  MACY (1966)
 NM0511
 NM0511                         *CURRENT SURVEY CONTROL
 NM0511  ___________________________________________________________________
 NM0511* NAD 83(1986)-  42 06 27.     (N)    096 17 06.     (W)     SCALED    
 NM0511* NAVD 88     -       322.154  (meters)    1056.93   (feet)  ADJUSTED  
 NM0511  ___________________________________________________________________
 NM0511  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 NM0511  DYNAMIC HT  -         322.042 (meters)    1056.57  (feet)  COMP
 NM0511  MODELED GRAV-     980,265.8   (mgal)                       NAVD 88
 NM0511
 NM0511  VERT ORDER  -  SECOND    CLASS 0
 NM0511
 NM0511.The horizontal coordinates were scaled from a topographic map and have
 NM0511.an estimated accuracy of +/- 6 seconds.
 NM0511
 NM0511.The orthometric height was determined by differential leveling
 NM0511.and adjusted by the National Geodetic Survey in June 1991..
 NM0511
 NM0511.The geoid height was determined by GEOID03.
 NM0511
 NM0511.The dynamic height is computed by dividing the NAVD 88
 NM0511.geopotential number by the normal gravity value computed on the
 NM0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0511.degrees latitude (g = 980.6199 gals.).
 NM0511
 NM0511.The modeled gravity was interpolated from observed gravity values.
 NM0511
 NM0511;                    North         East    Units  Estimated Accuracy
 NM0511;SPC NE       -   259,090.      807,090.      MT  (+/- 180 meters Scaled)
 NM0511
 NM0511                          SUPERSEDED SURVEY CONTROL
 NM0511
 NM0511  NGVD 29 (??/??/92)  322.006  (m)         1056.45   (f) ADJ UNCH    2 0
 NM0511
 NM0511.Superseded values are not recommended for survey control.
 NM0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0511.See file dsdata.txt to determine how the superseded data were derived.
 NM0511
 NM0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM244652(NAD 83)
 NM0511_MARKER: DB = BENCH MARK DISK
 NM0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0511_STAMPING: H 278 1949
 NM0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0511+STABILITY: SURFACE MOTION
 NM0511
 NM0511  HISTORY     - Date     Condition        Report By
 NM0511  HISTORY     - 1949     MONUMENTED       CGS
 NM0511  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0511
 NM0511                          STATION DESCRIPTION
 NM0511
 NM0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0511'4.6 MI E FROM MACY.
 NM0511'0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL
 NM0511'AT MACY, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE
 NM0511'0.85 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 1.6 MILES
 NM0511'EAST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A
 NM0511'DIRT ROAD, THENCE 1.0 MILE SOUTHEAST ALONG A DIRT ROAD, 60
 NM0511'FEET EAST OF THE CENTER LINE OF THE ROAD, 39.0 FEET NORTHEAST
 NM0511'OF A 12-INCH COTTONWOOD WITH A TRIANGULAR BLAZE ON THE EAST
 NM0511'SIDE OF THE TREE, 15.5 FEET WEST OF A 24-INCH COTTONWOOD WITH
 NM0511'A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 2.0 FEET NORTH
 NM0511'OF A REFERENCE POST, AND ST IN THE TOP OF A 6-FOOT CONCRETE
 NM0511'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.  NOTE-- LANDOWNER
 NM0511'STATED THAT IT HAD BEEN DESTROYED BY CULTIVATION.
 NM0511
 NM0511                          STATION RECOVERY (1965)
 NM0511
 NM0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0079 ***********************************************************************
 LH0079  DESIGNATION -  H 279
 LH0079  PID         -  LH0079
 LH0079  STATE/COUNTY-  NE/HALL
 LH0079  USGS QUAD   -  ALDA (1993)
 LH0079
 LH0079                         *CURRENT SURVEY CONTROL
 LH0079  ___________________________________________________________________
 LH0079* NAD 83(1986)-  40 51 43.     (N)    098 29 00.     (W)     SCALED    
 LH0079* NAVD 88     -       585.934  (meters)    1922.35   (feet)  ADJUSTED  
 LH0079  ___________________________________________________________________
 LH0079  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 LH0079  DYNAMIC HT  -         585.623 (meters)    1921.33  (feet)  COMP
 LH0079  MODELED GRAV-     980,074.7   (mgal)                       NAVD 88
 LH0079
 LH0079  VERT ORDER  -  FIRST     CLASS II
 LH0079
 LH0079.The horizontal coordinates were scaled from a topographic map and have
 LH0079.an estimated accuracy of +/- 6 seconds.
 LH0079
 LH0079.The orthometric height was determined by differential leveling
 LH0079.and adjusted by the National Geodetic Survey in June 1991..
 LH0079
 LH0079.The geoid height was determined by GEOID03.
 LH0079
 LH0079.The dynamic height is computed by dividing the NAVD 88
 LH0079.geopotential number by the normal gravity value computed on the
 LH0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0079.degrees latitude (g = 980.6199 gals.).
 LH0079
 LH0079.The modeled gravity was interpolated from observed gravity values.
 LH0079
 LH0079;                    North         East    Units  Estimated Accuracy
 LH0079;SPC NE       -   115,330.      627,830.      MT  (+/- 180 meters Scaled)
 LH0079
 LH0079                          SUPERSEDED SURVEY CONTROL
 LH0079
 LH0079  NGVD 29 (02/14/92)  585.687  (m)         1921.54   (f) ADJUSTED    1 2
 LH0079
 LH0079.Superseded values are not recommended for survey control.
 LH0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0079.See file dsdata.txt to determine how the superseded data were derived.
 LH0079
 LH0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL435235(NAD 83)
 LH0079_MARKER: DB = BENCH MARK DISK
 LH0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0079_SP_SET: CONCRETE POST
 LH0079_STAMPING: H 279 1949
 LH0079_MARK LOGO: CGS   
 LH0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0079+STABILITY: SURFACE MOTION
 LH0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0079+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0079
 LH0079  HISTORY     - Date     Condition        Report By
 LH0079  HISTORY     - 1949     MONUMENTED       CGS
 LH0079  HISTORY     - 1990     GOOD             USPSQD
 LH0079  HISTORY     - 19910924 GOOD             NGS
 LH0079
 LH0079                          STATION DESCRIPTION
 LH0079
 LH0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0079'1 MI SW FROM ALDA.
 LH0079'0.95 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0079'STATION AT ALDA, 15 RAILS SOUTHWEST OF A 30-INCH IRON TUBE
 LH0079'CULVERT 155.35, 46.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LH0079'SOUTHEAST SET OF TRACKS, 1.9 FEET NORTHWEST OF THE RIGHT-OF-WAY
 LH0079'FENCE, 2.0 FEET SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP
 LH0079'OF A 10-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND
 LH0079'AND WELDED ON THE END OF AN 8-FOOT SECTION OF REINFORCING STEEL.
 LH0079
 LH0079                          STATION RECOVERY (1990)
 LH0079
 LH0079'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0079'RECOVERED IN GOOD CONDITION.
 LH0079
 LH0079                          STATION RECOVERY (1991)
 LH0079
 LH0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0079'10.4 KM (6.45 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0079'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 57.5 M (188.6 FT) SOUTHEAST OF
 LH0079'THE HIGHWAY CENTERLINE, 19.0 M (62.3 FT) NORTHEAST OF A UTILITY POLE
 LH0079'WITH 2 GUY CABLES, 14.0 M (45.9 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LH0079'UNION PACIFIC RAILROAD, 12.4 M (40.7 FT) SOUTHWEST OF A UTILITY POLE,
 LH0079'0.8 M (2.6 FT) BELOW THE LEVEL OF THE TRACK, 0.5 M (1.6 FT) NORTHWEST
 LH0079'OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 LH0079'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0150 ***********************************************************************
 LJ0150  DESIGNATION -  H 28
 LJ0150  PID         -  LJ0150
 LJ0150  STATE/COUNTY-  NE/LINCOLN
 LJ0150  USGS QUAD   -  WELLFLEET (1956)
 LJ0150
 LJ0150                         *CURRENT SURVEY CONTROL
 LJ0150  ___________________________________________________________________
 LJ0150* NAD 83(1986)-  40 51 03.     (N)    100 40 39.     (W)     SCALED    
 LJ0150* NAVD 88     -       908.078  (meters)    2979.25   (feet)  ADJUSTED  
 LJ0150  ___________________________________________________________________
 LJ0150  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 LJ0150  DYNAMIC HT  -         907.513 (meters)    2977.40  (feet)  COMP
 LJ0150  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 LJ0150
 LJ0150  VERT ORDER  -  SECOND    CLASS 0
 LJ0150
 LJ0150.The horizontal coordinates were scaled from a topographic map and have
 LJ0150.an estimated accuracy of +/- 6 seconds.
 LJ0150
 LJ0150.The orthometric height was determined by differential leveling
 LJ0150.and adjusted by the National Geodetic Survey in June 1994..
 LJ0150
 LJ0150.The geoid height was determined by GEOID03.
 LJ0150
 LJ0150.The dynamic height is computed by dividing the NAVD 88
 LJ0150.geopotential number by the normal gravity value computed on the
 LJ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0150.degrees latitude (g = 980.6199 gals.).
 LJ0150
 LJ0150.The modeled gravity was interpolated from observed gravity values.
 LJ0150
 LJ0150;                    North         East    Units  Estimated Accuracy
 LJ0150;SPC NE       -   113,190.      442,890.      MT  (+/- 180 meters Scaled)
 LJ0150
 LJ0150                          SUPERSEDED SURVEY CONTROL
 LJ0150
 LJ0150  NAVD 88 (06/15/91)  908.075  (m)         2979.24   (f) UNKNOWN     2 0
 LJ0150  NGVD 29 (??/??/92)  907.710  (m)         2978.05   (f) ADJ UNCH    2 0
 LJ0150
 LJ0150.Superseded values are not recommended for survey control.
 LJ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0150.See file dsdata.txt to determine how the superseded data were derived.
 LJ0150
 LJ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL585235(NAD 83)
 LJ0150_MARKER: DB = BENCH MARK DISK
 LJ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0150_STAMPING: H 28 1934
 LJ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0150+STABILITY: SURFACE MOTION
 LJ0150
 LJ0150  HISTORY     - Date     Condition        Report By
 LJ0150  HISTORY     - 1934     MONUMENTED       CGS
 LJ0150  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0150
 LJ0150                          STATION DESCRIPTION
 LJ0150
 LJ0150'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0150'16.2 MI N FROM MAYWOOD.
 LJ0150'IN LINCOLN COUNTY, 16.2 MILES NORTH ALONG U.S. HIGHWAY 83 FROM
 LJ0150'MAYWOOD, FRONTIER COUNTY, 23 FEET SOUTH OF THE CENTERLINE OF A
 LJ0150'SIDE ROAD FROM THE EAST, IN THE CORNER OF A FENCE, 41 FEET EAST
 LJ0150'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF THE
 LJ0150'RIGHT-OF-WAY FENCE, AND 4 FEET SOUTH OF A NORTH-AND-SOUTH
 LJ0150'FENCE.  A STANDARD DISK, STAMPED H 28 1934 AND SET IN THE TOP
 LJ0150'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0817 ***********************************************************************
 MK0817  DESIGNATION -  H 280
 MK0817  PID         -  MK0817
 MK0817  STATE/COUNTY-  NE/SARPY
 MK0817  USGS QUAD   -  RALSTON (1984)
 MK0817
 MK0817                         *CURRENT SURVEY CONTROL
 MK0817  ___________________________________________________________________
 MK0817* NAD 83(1986)-  41 09 47.     (N)    096 05 27.     (W)     SCALED    
 MK0817* NAVD 88     -       336.581  (meters)    1104.27   (feet)  ADJUSTED  
 MK0817  ___________________________________________________________________
 MK0817  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 MK0817  DYNAMIC HT  -         336.441 (meters)    1103.81  (feet)  COMP
 MK0817  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 MK0817
 MK0817  VERT ORDER  -  SECOND    CLASS 0
 MK0817
 MK0817.The horizontal coordinates were scaled from a topographic map and have
 MK0817.an estimated accuracy of +/- 6 seconds.
 MK0817
 MK0817.The orthometric height was determined by differential leveling
 MK0817.and adjusted by the National Geodetic Survey in June 1991..
 MK0817
 MK0817.The geoid height was determined by GEOID03.
 MK0817
 MK0817.The dynamic height is computed by dividing the NAVD 88
 MK0817.geopotential number by the normal gravity value computed on the
 MK0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0817.degrees latitude (g = 980.6199 gals.).
 MK0817
 MK0817.The modeled gravity was interpolated from observed gravity values.
 MK0817
 MK0817;                    North         East    Units  Estimated Accuracy
 MK0817;SPC NE       -   155,050.      827,870.      MT  (+/- 180 meters Scaled)
 MK0817
 MK0817                          SUPERSEDED SURVEY CONTROL
 MK0817
 MK0817  NGVD 29 (??/??/92)  336.470  (m)         1103.90   (f) ADJ UNCH    2 0
 MK0817
 MK0817.Superseded values are not recommended for survey control.
 MK0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0817.See file dsdata.txt to determine how the superseded data were derived.
 MK0817
 MK0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL440609(NAD 83)
 MK0817_MARKER: DB = BENCH MARK DISK
 MK0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0817_STAMPING: H 280 1950
 MK0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0817+STABILITY: SURFACE MOTION
 MK0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0817+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2006
 MK0817
 MK0817  HISTORY     - Date     Condition        Report By
 MK0817  HISTORY     - 1950     MONUMENTED       CGS
 MK0817  HISTORY     - 20060226 GOOD             INDIV
 MK0817
 MK0817                          STATION DESCRIPTION
 MK0817
 MK0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0817'3.3 MI W FROM PAPILLION.
 MK0817'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 50 FROM THE COURTHOUSE
 MK0817'AT PAPILLION, THENCE 1.2 MILES NORTH ALONG A GRAVELED ROAD, 325
 MK0817'FEET NORTH OF A ROAD INTERSECTION, AT THE TOP OF A HILL, 32 FEET
 MK0817'WEST OF THE CENTER LINE OF THE ROAD, 8 FEET SOUTH OF A TELEPHONE
 MK0817'POLE, 0.8 FOOT EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 MK0817'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MK0817'THE GROUND.
 MK0817
 MK0817                          STATION RECOVERY (2006)
 MK0817
 MK0817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MTC)
 MK0817'THE HWY 50 REFERENCED IS KNOWN LOCALLY AS HWY 370.  THE INTERSECTING
 MK0817'ROADS REFERENCED ARE LOCALLY 114TH STREET (N-S ROAD) AND CORNHUSKER
 MK0817'ROAD (E-W ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0418 ***********************************************************************
 ML0418  DESIGNATION -  H 281
 ML0418  PID         -  ML0418
 ML0418  STATE/COUNTY-  NE/HOWARD
 ML0418  USGS QUAD   -  BOELUS (1978)
 ML0418
 ML0418                         *CURRENT SURVEY CONTROL
 ML0418  ___________________________________________________________________
 ML0418* NAD 83(1986)-  41 06 26.     (N)    098 43 49.     (W)     SCALED    
 ML0418* NAVD 88     -       620.490  (meters)    2035.72   (feet)  ADJUSTED  
 ML0418  ___________________________________________________________________
 ML0418  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 ML0418  DYNAMIC HT  -         620.175 (meters)    2034.69  (feet)  COMP
 ML0418  MODELED GRAV-     980,094.9   (mgal)                       NAVD 88
 ML0418
 ML0418  VERT ORDER  -  SECOND    CLASS 0
 ML0418
 ML0418.The horizontal coordinates were scaled from a topographic map and have
 ML0418.an estimated accuracy of +/- 6 seconds.
 ML0418
 ML0418.The orthometric height was determined by differential leveling
 ML0418.and adjusted by the National Geodetic Survey in June 1991..
 ML0418
 ML0418.The geoid height was determined by GEOID03.
 ML0418
 ML0418.The dynamic height is computed by dividing the NAVD 88
 ML0418.geopotential number by the normal gravity value computed on the
 ML0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0418.degrees latitude (g = 980.6199 gals.).
 ML0418
 ML0418.The modeled gravity was interpolated from observed gravity values.
 ML0418
 ML0418;                    North         East    Units  Estimated Accuracy
 ML0418;SPC NE       -   142,220.      606,620.      MT  (+/- 180 meters Scaled)
 ML0418
 ML0418                          SUPERSEDED SURVEY CONTROL
 ML0418
 ML0418  NGVD 29 (??/??/92)  620.254  (m)         2034.95   (f) ADJ UNCH    2 0
 ML0418
 ML0418.Superseded values are not recommended for survey control.
 ML0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0418.See file dsdata.txt to determine how the superseded data were derived.
 ML0418
 ML0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL226506(NAD 83)
 ML0418_MARKER: DB = BENCH MARK DISK
 ML0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0418_STAMPING: H 281 1949
 ML0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0418+STABILITY: SURFACE MOTION
 ML0418
 ML0418  HISTORY     - Date     Condition        Report By
 ML0418  HISTORY     - 1949     MONUMENTED       CGS
 ML0418  HISTORY     - 1966     GOOD             NGS
 ML0418
 ML0418                          STATION DESCRIPTION
 ML0418
 ML0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0418'2.8 MI N FROM BOELUS.
 ML0418'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0418'RAILROAD STATION AT BOELUS, THENCE 2.1 MILES NORTH ALONG A
 ML0418'COUNTY ROAD, 0.1 MILE NORTH OF THE SOUTHEAST CORNER OF SECTION
 ML0418'7, T. 13 N., R. 12 W., AT A T-JUNCTION OF ROADS, 36 FEET WEST
 ML0418'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 21 FEET NORTH OF THE
 ML0418'CENTER LINE OF A PRIVATE ROAD LEADING WEST, 2 FEET NORTHWEST
 ML0418'OF A TELEPHONE POLE, 1.8 FEET WEST OF A FENCE, 1.6 FEET NORTH
 ML0418'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 ML0418'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0418'NOTE-- A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 ML0418
 ML0418                          STATION RECOVERY (1966)
 ML0418
 ML0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 ML0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0271 ***********************************************************************
 ML0271  DESIGNATION -  H 282
 ML0271  PID         -  ML0271
 ML0271  STATE/COUNTY-  NE/HOWARD
 ML0271  USGS QUAD   -  ST PAUL (1974)
 ML0271
 ML0271                         *CURRENT SURVEY CONTROL
 ML0271  ___________________________________________________________________
 ML0271* NAD 83(1986)-  41 11 17.     (N)    098 29 39.     (W)     SCALED    
 ML0271* NAVD 88     -       567.201  (meters)    1860.89   (feet)  ADJUSTED  
 ML0271  ___________________________________________________________________
 ML0271  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 ML0271  DYNAMIC HT  -         566.912 (meters)    1859.94  (feet)  COMP
 ML0271  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 ML0271
 ML0271  VERT ORDER  -  SECOND    CLASS 0
 ML0271
 ML0271.The horizontal coordinates were scaled from a topographic map and have
 ML0271.an estimated accuracy of +/- 6 seconds.
 ML0271
 ML0271.The orthometric height was determined by differential leveling
 ML0271.and adjusted by the National Geodetic Survey in June 1991..
 ML0271
 ML0271.The geoid height was determined by GEOID03.
 ML0271
 ML0271.The dynamic height is computed by dividing the NAVD 88
 ML0271.geopotential number by the normal gravity value computed on the
 ML0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0271.degrees latitude (g = 980.6199 gals.).
 ML0271
 ML0271.The modeled gravity was interpolated from observed gravity values.
 ML0271
 ML0271;                    North         East    Units  Estimated Accuracy
 ML0271;SPC NE       -   151,510.      626,290.      MT  (+/- 180 meters Scaled)
 ML0271
 ML0271                          SUPERSEDED SURVEY CONTROL
 ML0271
 ML0271  NGVD 29 (??/??/92)  566.954  (m)         1860.08   (f) ADJ UNCH    2 0
 ML0271
 ML0271.Superseded values are not recommended for survey control.
 ML0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0271.See file dsdata.txt to determine how the superseded data were derived.
 ML0271
 ML0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL424597(NAD 83)
 ML0271_MARKER: DB = BENCH MARK DISK
 ML0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0271_STAMPING: H 282 1949
 ML0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0271+STABILITY: SURFACE MOTION
 ML0271
 ML0271  HISTORY     - Date     Condition        Report By
 ML0271  HISTORY     - 1949     MONUMENTED       CGS
 ML0271
 ML0271                          STATION DESCRIPTION
 ML0271
 ML0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0271'3.8 MI SW FROM ST PAUL.
 ML0271'0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 ML0271'ST. PAUL, THENCE 1.2 MILES WEST ALONG A COUNTY ROAD, THENCE 1.0
 ML0271'MILE SOUTH ALONG A COUNTY ROAD, THENCE 0.5 MILE WEST ALONG
 ML0271'A COUNTY ROAD, THENCE 0.25 MILE SOUTH ALONG A COUNTY ROAD, THENCE
 ML0271'0.25 MILE WEST ALONG A COUNTY ROAD, ABOUT 0.3 MILE SOUTHEAST
 ML0271'OF THE NORTHWEST CORNER OF SECTION 17, T. 14 N., R. 10 W., ON
 ML0271'THE OUTSIDE OF A CURVE WITH TANGENTS LEADING EAST AND SOUTH,
 ML0271'ABOUT 400 FEET SOUTHWEST OF A YELLOW FARMHOUSE, 72 FEET
 ML0271'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTHEAST
 ML0271'OF A POWER LINE POLE, 1.4 FEET WEST OF A FENCE LINE, 1.8
 ML0271'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0271'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 ML0271'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0485 ***********************************************************************
 ML0485  DESIGNATION -  H 283
 ML0485  PID         -  ML0485
 ML0485  STATE/COUNTY-  NE/HOWARD
 ML0485  USGS QUAD   -  ST PAUL SW (1961)
 ML0485
 ML0485                         *CURRENT SURVEY CONTROL
 ML0485  ___________________________________________________________________
 ML0485* NAD 83(1986)-  41 06 19.     (N)    098 29 54.     (W)     SCALED    
 ML0485* NAVD 88     -       562.671  (meters)    1846.03   (feet)  ADJUSTED  
 ML0485  ___________________________________________________________________
 ML0485  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 ML0485  DYNAMIC HT  -         562.384 (meters)    1845.09  (feet)  COMP
 ML0485  MODELED GRAV-     980,095.1   (mgal)                       NAVD 88
 ML0485
 ML0485  VERT ORDER  -  SECOND    CLASS 0
 ML0485
 ML0485.The horizontal coordinates were scaled from a topographic map and have
 ML0485.an estimated accuracy of +/- 6 seconds.
 ML0485
 ML0485.The orthometric height was determined by differential leveling
 ML0485.and adjusted by the National Geodetic Survey in June 1991..
 ML0485
 ML0485.The geoid height was determined by GEOID03.
 ML0485
 ML0485.The dynamic height is computed by dividing the NAVD 88
 ML0485.geopotential number by the normal gravity value computed on the
 ML0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0485.degrees latitude (g = 980.6199 gals.).
 ML0485
 ML0485.The modeled gravity was interpolated from observed gravity values.
 ML0485
 ML0485;                    North         East    Units  Estimated Accuracy
 ML0485;SPC NE       -   142,310.      626,100.      MT  (+/- 180 meters Scaled)
 ML0485
 ML0485                          SUPERSEDED SURVEY CONTROL
 ML0485
 ML0485  NGVD 29 (??/??/92)  562.427  (m)         1845.23   (f) ADJ UNCH    2 0
 ML0485
 ML0485.Superseded values are not recommended for survey control.
 ML0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0485.See file dsdata.txt to determine how the superseded data were derived.
 ML0485
 ML0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL421505(NAD 83)
 ML0485_MARKER: DB = BENCH MARK DISK
 ML0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0485_STAMPING: H 283 1949
 ML0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0485+STABILITY: SURFACE MOTION
 ML0485
 ML0485  HISTORY     - Date     Condition        Report By
 ML0485  HISTORY     - 1949     MONUMENTED       CGS
 ML0485
 ML0485                          STATION DESCRIPTION
 ML0485
 ML0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0485'2.9 MI SE FROM DANNEBROG.
 ML0485'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0485'AT DANNEBROG, THENCE 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 58,
 ML0485'AT THE SOUTHWEST CORNER OF SECTION 8, T. 13 N., R. 10 W., AT
 ML0485'A ROAD CROSSING, 119 FEET NORTH OF THE CENTER LINE OF THE
 ML0485'HIGHWAY, 108 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 ML0485'GEORGE G. LAURITSEN SR. FARMHOUSE, 28 FEET EAST OF THE CENTER
 ML0485'LINE OF THE NORTH AND SOUTH ROAD, 1.0 FOOT WEST OF A WITNESS
 ML0485'POST, 1.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0485'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0174 ***********************************************************************
 LH0174  DESIGNATION -  H 284
 LH0174  PID         -  LH0174
 LH0174  STATE/COUNTY-  NE/HALL
 LH0174  USGS QUAD   -  GRAND ISLAND (1993)
 LH0174
 LH0174                         *CURRENT SURVEY CONTROL
 LH0174  ___________________________________________________________________
 LH0174* NAD 83(1986)-  40 56 44.     (N)    098 20 21.     (W)     SCALED    
 LH0174* NAVD 88     -       566.420  (meters)    1858.33   (feet)  ADJUSTED  
 LH0174  ___________________________________________________________________
 LH0174  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 LH0174  DYNAMIC HT  -         566.122 (meters)    1857.35  (feet)  COMP
 LH0174  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 LH0174
 LH0174  VERT ORDER  -  SECOND    CLASS 0
 LH0174
 LH0174.The horizontal coordinates were scaled from a topographic map and have
 LH0174.an estimated accuracy of +/- 6 seconds.
 LH0174
 LH0174.The orthometric height was determined by differential leveling
 LH0174.and adjusted by the National Geodetic Survey in June 1991..
 LH0174
 LH0174.The geoid height was determined by GEOID03.
 LH0174
 LH0174.The dynamic height is computed by dividing the NAVD 88
 LH0174.geopotential number by the normal gravity value computed on the
 LH0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0174.degrees latitude (g = 980.6199 gals.).
 LH0174
 LH0174.The modeled gravity was interpolated from observed gravity values.
 LH0174
 LH0174;                    North         East    Units  Estimated Accuracy
 LH0174;SPC NE       -   124,830.      639,800.      MT  (+/- 180 meters Scaled)
 LH0174
 LH0174                          SUPERSEDED SURVEY CONTROL
 LH0174
 LH0174  NGVD 29 (??/??/92)  566.177  (m)         1857.53   (f) ADJ UNCH    2 0
 LH0174
 LH0174.Superseded values are not recommended for survey control.
 LH0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0174.See file dsdata.txt to determine how the superseded data were derived.
 LH0174
 LH0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL556329(NAD 83)
 LH0174_MARKER: DB = BENCH MARK DISK
 LH0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0174_STAMPING: H 284 1949
 LH0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0174+STABILITY: SURFACE MOTION
 LH0174
 LH0174  HISTORY     - Date     Condition        Report By
 LH0174  HISTORY     - 1949     MONUMENTED       CGS
 LH0174
 LH0174                          STATION DESCRIPTION
 LH0174
 LH0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0174'AT GRAND ISLAND.
 LH0174'AT GRAND ISLAND, 1.0 MILE EAST OF THE SOUTHWEST CORNER OF LINCOLN
 LH0174'PARK WHICH IS LOCATED ON THE NORTH EDGE OF THE CITY, AT THE
 LH0174'SOUTHWEST CORNER OF SECTION 3, T. 11 N., R. 9 W., IN THE
 LH0174'NORTHEAST QUARTER OF A ROAD CROSSING, 32 FEET EAST OF THE CENTER
 LH0174'LINE OF THE NORTH-SOUTH ROAD, 30 FEET NORTH OF THE CENTER LINE
 LH0174'OF THE EAST-WEST ROAD, 3.3 FEET NORTHEAST OF A POWER LINE POLE,
 LH0174'1.3 FEET SOUTHEAST OF A CORNER FENCE POST, 1.1 FEET SOUTH OF A
 LH0174'FENCE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 LH0174'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 LH0174'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0326 ***********************************************************************
 ML0326  DESIGNATION -  H 285
 ML0326  PID         -  ML0326
 ML0326  STATE/COUNTY-  NE/SHERMAN
 ML0326  USGS QUAD   -  ROCKVILLE (1978)
 ML0326
 ML0326                         *CURRENT SURVEY CONTROL
 ML0326  ___________________________________________________________________
 ML0326* NAD 83(1986)-  41 06 31.     (N)    098 49 04.     (W)     SCALED    
 ML0326* NAVD 88     -       600.720  (meters)    1970.86   (feet)  ADJUSTED  
 ML0326  ___________________________________________________________________
 ML0326  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 ML0326  DYNAMIC HT  -         600.409 (meters)    1969.84  (feet)  COMP
 ML0326  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 ML0326
 ML0326  VERT ORDER  -  FIRST     CLASS II
 ML0326
 ML0326.The horizontal coordinates were scaled from a topographic map and have
 ML0326.an estimated accuracy of +/- 6 seconds.
 ML0326
 ML0326.The orthometric height was determined by differential leveling
 ML0326.and adjusted by the National Geodetic Survey in June 1991..
 ML0326
 ML0326.The geoid height was determined by GEOID03.
 ML0326
 ML0326.The dynamic height is computed by dividing the NAVD 88
 ML0326.geopotential number by the normal gravity value computed on the
 ML0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0326.degrees latitude (g = 980.6199 gals.).
 ML0326
 ML0326.The modeled gravity was interpolated from observed gravity values.
 ML0326
 ML0326;                    North         East    Units  Estimated Accuracy
 ML0326;SPC NE       -   142,270.      599,270.      MT  (+/- 180 meters Scaled)
 ML0326
 ML0326                          SUPERSEDED SURVEY CONTROL
 ML0326
 ML0326  NGVD 29 (??/??/92)  600.479  (m)         1970.07   (f) ADJ UNCH    1 2
 ML0326
 ML0326.Superseded values are not recommended for survey control.
 ML0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0326.See file dsdata.txt to determine how the superseded data were derived.
 ML0326
 ML0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL153508(NAD 83)
 ML0326_MARKER: DB = BENCH MARK DISK
 ML0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0326_STAMPING: H 285 1949
 ML0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0326+STABILITY: SURFACE MOTION
 ML0326
 ML0326  HISTORY     - Date     Condition        Report By
 ML0326  HISTORY     - 1949     MONUMENTED       CGS
 ML0326  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0326
 ML0326                          STATION DESCRIPTION
 ML0326
 ML0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0326'1 MI SE FROM ROCKVILLE.
 ML0326'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 58 FROM THE JUNCTION OF
 ML0326'STATE HIGHWAY NO. 58 WITH STATE HIGHWAY NO. 68 AT ROCKVILLE,
 ML0326'BETWEEN THE HIGHWAY AND THE RAILROAD TRACK, 46 FEET NORTHEAST
 ML0326'OF THE NORTHEAST RAIL OF THE TRACK, 43 FEET SOUTHWEST OF THE
 ML0326'CENTER LINE OF THE HIGHWAY, 2.2 FEET SOUTHEAST OF THE 7TH POLE
 ML0326'SOUTHEAST OF MILEPOST NO. 25, 1.5 FEET SOUTHWEST OF A FENCE LINE,
 ML0326'1.4 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 ML0326'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 ML0326'THE GROUND.
 ML0326
 ML0326                          STATION RECOVERY (1985)
 ML0326
 ML0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0107 ***********************************************************************
 LH0107  DESIGNATION -  H 286
 LH0107  PID         -  LH0107
 LH0107  STATE/COUNTY-  NE/HALL
 LH0107  USGS QUAD   -  ALDA (1993)
 LH0107
 LH0107                         *CURRENT SURVEY CONTROL
 LH0107  ___________________________________________________________________
 LH0107* NAD 83(1986)-  40 45 23.     (N)    098 28 28.     (W)     SCALED    
 LH0107* NAVD 88     -       590.544  (meters)    1937.48   (feet)  ADJUSTED  
 LH0107  ___________________________________________________________________
 LH0107  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 LH0107  DYNAMIC HT  -         590.223 (meters)    1936.42  (feet)  COMP
 LH0107  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 LH0107
 LH0107  VERT ORDER  -  SECOND    CLASS 0
 LH0107
 LH0107.The horizontal coordinates were scaled from a topographic map and have
 LH0107.an estimated accuracy of +/- 6 seconds.
 LH0107
 LH0107.The orthometric height was determined by differential leveling
 LH0107.and adjusted by the National Geodetic Survey in June 1991..
 LH0107
 LH0107.The geoid height was determined by GEOID03.
 LH0107
 LH0107.The dynamic height is computed by dividing the NAVD 88
 LH0107.geopotential number by the normal gravity value computed on the
 LH0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0107.degrees latitude (g = 980.6199 gals.).
 LH0107
 LH0107.The modeled gravity was interpolated from observed gravity values.
 LH0107
 LH0107;                    North         East    Units  Estimated Accuracy
 LH0107;SPC NE       -   103,620.      628,790.      MT  (+/- 180 meters Scaled)
 LH0107
 LH0107                          SUPERSEDED SURVEY CONTROL
 LH0107
 LH0107  NGVD 29 (??/??/92)  590.298  (m)         1936.67   (f) ADJ UNCH    2 0
 LH0107
 LH0107.Superseded values are not recommended for survey control.
 LH0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0107.See file dsdata.txt to determine how the superseded data were derived.
 LH0107
 LH0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL443118(NAD 83)
 LH0107_MARKER: DB = BENCH MARK DISK
 LH0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0107_STAMPING: H 286 1949
 LH0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0107+STABILITY: SURFACE MOTION
 LH0107
 LH0107  HISTORY     - Date     Condition        Report By
 LH0107  HISTORY     - 1949     MONUMENTED       CGS
 LH0107
 LH0107                          STATION DESCRIPTION
 LH0107
 LH0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0107'6.1 MI SW FROM DONIPHAN.
 LH0107'0.35 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE UNION PACIFIC
 LH0107'RAILROAD STATION AT DONIPHAN, THENCE 4.2 MILES WEST ALONG A
 LH0107'GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0107'1.0 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH
 LH0107'ALONG A GRAVELED ROAD, IN LINE WITH THE CENTER LINE OF A T ROAD
 LH0107'LEADING WEST, 65 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LH0107'ROAD, 47.0 FEET NORTHEAST OF A POWER TRANSMISSION LINE POLE,
 LH0107'1.0 FOOT NORTH OF AN EAST-WEST FENCE, 2.0 FEET EAST OF A
 LH0107'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 LH0107'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0509 ***********************************************************************
 LH0509  DESIGNATION -  H 287
 LH0509  PID         -  LH0509
 LH0509  STATE/COUNTY-  NE/KEARNEY
 LH0509  USGS QUAD   -  DENMAN (1993)
 LH0509
 LH0509                         *CURRENT SURVEY CONTROL
 LH0509  ___________________________________________________________________
 LH0509* NAD 83(1986)-  40 41 22.     (N)    098 43 30.     (W)     SCALED    
 LH0509* NAVD 88     -       614.713  (meters)    2016.77   (feet)  ADJUSTED  
 LH0509  ___________________________________________________________________
 LH0509  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 LH0509  DYNAMIC HT  -         614.370 (meters)    2015.65  (feet)  COMP
 LH0509  MODELED GRAV-     980,047.4   (mgal)                       NAVD 88
 LH0509
 LH0509  VERT ORDER  -  SECOND    CLASS 0
 LH0509
 LH0509.The horizontal coordinates were scaled from a topographic map and have
 LH0509.an estimated accuracy of +/- 6 seconds.
 LH0509
 LH0509.The orthometric height was determined by differential leveling
 LH0509.and adjusted by the National Geodetic Survey in June 1991..
 LH0509
 LH0509.The geoid height was determined by GEOID03.
 LH0509
 LH0509.The dynamic height is computed by dividing the NAVD 88
 LH0509.geopotential number by the normal gravity value computed on the
 LH0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0509.degrees latitude (g = 980.6199 gals.).
 LH0509
 LH0509.The modeled gravity was interpolated from observed gravity values.
 LH0509
 LH0509;                    North         East    Units  Estimated Accuracy
 LH0509;SPC NE       -    95,850.      607,740.      MT  (+/- 180 meters Scaled)
 LH0509
 LH0509                          SUPERSEDED SURVEY CONTROL
 LH0509
 LH0509  NGVD 29 (??/??/92)  614.461  (m)         2015.94   (f) ADJ UNCH    2 0
 LH0509
 LH0509.Superseded values are not recommended for survey control.
 LH0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0509.See file dsdata.txt to determine how the superseded data were derived.
 LH0509
 LH0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL232043(NAD 83)
 LH0509_MARKER: DB = BENCH MARK DISK
 LH0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0509_SP_SET: BRIDGE
 LH0509_STAMPING: H 287 1949
 LH0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0509
 LH0509  HISTORY     - Date     Condition        Report By
 LH0509  HISTORY     - 1949     MONUMENTED       CGS
 LH0509
 LH0509                          STATION DESCRIPTION
 LH0509
 LH0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0509'0.7 MI S FROM DENMAN.
 LH0509'0.7 MILE SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0509'AT DENMAN, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST
 LH0509'WINGWALL OF THE BRIDGE OVER THE SOUTH CHANNEL OF THE PLATTE
 LH0509'RIVER, 13 FEET WEST OF THE CENTER LINE OF THE ROAD, 14.5 FEET
 LH0509'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE, 2.3 FEET
 LH0509'NORTHEAST OF THE SOUTHWEST END OF THE WINGWALL, AND ABOUT 0.3
 LH0509'FOOT BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0510 ***********************************************************************
 LH0510  DESIGNATION -  H 287 RESET
 LH0510  PID         -  LH0510
 LH0510  STATE/COUNTY-  NE/KEARNEY
 LH0510  USGS QUAD   -  DENMAN (1993)
 LH0510
 LH0510                         *CURRENT SURVEY CONTROL
 LH0510  ___________________________________________________________________
 LH0510* NAD 83(1986)-  40 41 22.     (N)    098 43 27.     (W)     SCALED    
 LH0510* NAVD 88     -       614.52   (meters)    2016.1    (feet)  RESET     
 LH0510  ___________________________________________________________________
 LH0510  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 LH0510
 LH0510  VERT ORDER  -  THIRD
 LH0510
 LH0510.The horizontal coordinates were scaled from a topographic map and have
 LH0510.an estimated accuracy of +/- 6 seconds.
 LH0510
 LH0510.The orthometric height was computed from unverified reset data.
 LH0510
 LH0510.The geoid height was determined by GEOID03.
 LH0510
 LH0510;                    North         East    Units  Estimated Accuracy
 LH0510;SPC NE       -    95,850.      607,820.      MT  (+/- 180 meters Scaled)
 LH0510
 LH0510                          SUPERSEDED SURVEY CONTROL
 LH0510
 LH0510  NGVD 29 (??/??/??)  614.27   (m)         2015.3    (f) RESET       3  
 LH0510
 LH0510.Superseded values are not recommended for survey control.
 LH0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0510.See file dsdata.txt to determine how the superseded data were derived.
 LH0510
 LH0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL233043(NAD 83)
 LH0510_MARKER: DB = BENCH MARK DISK
 LH0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0510_SP_SET: CULVERT
 LH0510_STAMPING: H 287 RESET 1959
 LH0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0510
 LH0510  HISTORY     - Date     Condition        Report By
 LH0510  HISTORY     - 1959     MONUMENTED       LOCENG
 LH0510
 LH0510                          STATION DESCRIPTION
 LH0510
 LH0510'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 LH0510'0.7 MI S FROM DENMAN.
 LH0510'THE MARK IS LOCATED 0.7 MILE SOUTH ALONG A ASPHALTIC CONCRETE
 LH0510'ROAD FROM THE ELEMENTARY SCHOOL AT DENMAN, SET IN THE TOP OF
 LH0510'THE WEST HEADWALL OF A BOX CULVERT AT THE SOUTH CHANNEL OF THE
 LH0510'PLATTE RIVER, 5 FEET NORTH OF THE SOUTH END OF THE HEADWALL,
 LH0510'19 FEET WEST OF THE CENTERLINE OF THE ROAD, AND ABOUT 2 FEET
 LH0510'BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0026 ***********************************************************************
 NO0026  DESIGNATION -  H 288
 NO0026  PID         -  NO0026
 NO0026  STATE/COUNTY-  NE/CHERRY
 NO0026  USGS QUAD   -  ARABIA (1985)
 NO0026
 NO0026                         *CURRENT SURVEY CONTROL
 NO0026  ___________________________________________________________________
 NO0026* NAD 83(1986)-  42 40 09.     (N)    100 18 31.     (W)     SCALED    
 NO0026* NAVD 88     -       826.402  (meters)    2711.29   (feet)  ADJUSTED  
 NO0026  ___________________________________________________________________
 NO0026  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 NO0026  DYNAMIC HT  -         826.060 (meters)    2710.17  (feet)  COMP
 NO0026  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 NO0026
 NO0026  VERT ORDER  -  FIRST     CLASS II
 NO0026
 NO0026.The horizontal coordinates were scaled from a topographic map and have
 NO0026.an estimated accuracy of +/- 6 seconds.
 NO0026
 NO0026.The orthometric height was determined by differential leveling
 NO0026.and adjusted by the National Geodetic Survey in June 1991..
 NO0026
 NO0026.The geoid height was determined by GEOID03.
 NO0026
 NO0026.The dynamic height is computed by dividing the NAVD 88
 NO0026.geopotential number by the normal gravity value computed on the
 NO0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0026.degrees latitude (g = 980.6199 gals.).
 NO0026
 NO0026.The modeled gravity was interpolated from observed gravity values.
 NO0026
 NO0026;                    North         East    Units  Estimated Accuracy
 NO0026;SPC NE       -   314,920.      474,700.      MT  (+/- 180 meters Scaled)
 NO0026
 NO0026                          SUPERSEDED SURVEY CONTROL
 NO0026
 NO0026  NGVD 29 (??/??/92)  826.116  (m)         2710.35   (f) ADJ UNCH    1 2
 NO0026
 NO0026.Superseded values are not recommended for survey control.
 NO0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0026.See file dsdata.txt to determine how the superseded data were derived.
 NO0026
 NO0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN927249(NAD 83)
 NO0026_MARKER: DB = BENCH MARK DISK
 NO0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0026_STAMPING: H 228 1946
 NO0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0026+STABILITY: SURFACE MOTION
 NO0026
 NO0026  HISTORY     - Date     Condition        Report By
 NO0026  HISTORY     - 1946     MONUMENTED       CGS
 NO0026
 NO0026                          STATION DESCRIPTION
 NO0026
 NO0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0026'0.5 MI W FROM WOOD LAKE.
 NO0026'0.5 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NO0026'WOOD LAKE, CHERRY COUNTY, THENCE 3.8 MILES NORTHWEST ALONG
 NO0026'U.S. HIGHWAY 20, 86 FEET NORTHEAST OF THE CENTERLINE OF THE
 NO0026'HIGHWAY, 47 FEET SOUTHWEST OF THE CENTERLINE OF THE CHICAGO
 NO0026'AND NORTH WESTERN RAILWAY TRACK, 17 FEET SOUTHEAST OF THE C.
 NO0026'AND N.W. RY, MILEPOST 248, 1 FOOT NORTHWEST OF A WHITE WOODEN
 NO0026'WITNESS POST, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 NO0026'DISK, STAMPED H 228 1946 AND SET IN THE TOP OF A CONCRETE POST
 NO0026'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0499 ***********************************************************************
 LH0499  DESIGNATION -  H 288
 LH0499  PID         -  LH0499
 LH0499  STATE/COUNTY-  NE/ADAMS
 LH0499  USGS QUAD   -  KENESAW (1969)
 LH0499
 LH0499                         *CURRENT SURVEY CONTROL
 LH0499  ___________________________________________________________________
 LH0499* NAD 83(1986)-  40 32 18.     (N)    098 43 26.     (W)     SCALED    
 LH0499* NAVD 88     -       625.425  (meters)    2051.92   (feet)  ADJUSTED  
 LH0499  ___________________________________________________________________
 LH0499  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 LH0499  DYNAMIC HT  -         625.065 (meters)    2050.73  (feet)  COMP
 LH0499  MODELED GRAV-     980,028.6   (mgal)                       NAVD 88
 LH0499
 LH0499  VERT ORDER  -  SECOND    CLASS 0
 LH0499
 LH0499.The horizontal coordinates were scaled from a topographic map and have
 LH0499.an estimated accuracy of +/- 6 seconds.
 LH0499
 LH0499.The orthometric height was determined by differential leveling
 LH0499.and adjusted by the National Geodetic Survey in June 1991..
 LH0499
 LH0499.The geoid height was determined by GEOID03.
 LH0499
 LH0499.The dynamic height is computed by dividing the NAVD 88
 LH0499.geopotential number by the normal gravity value computed on the
 LH0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0499.degrees latitude (g = 980.6199 gals.).
 LH0499
 LH0499.The modeled gravity was interpolated from observed gravity values.
 LH0499
 LH0499;                    North         East    Units  Estimated Accuracy
 LH0499;SPC NE       -    79,070.      608,090.      MT  (+/- 180 meters Scaled)
 LH0499
 LH0499                          SUPERSEDED SURVEY CONTROL
 LH0499
 LH0499  NGVD 29 (??/??/92)  625.176  (m)         2051.10   (f) ADJ UNCH    2 0
 LH0499
 LH0499.Superseded values are not recommended for survey control.
 LH0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0499.See file dsdata.txt to determine how the superseded data were derived.
 LH0499
 LH0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK233875(NAD 83)
 LH0499_MARKER: DB = BENCH MARK DISK
 LH0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0499_STAMPING: H 288 1949
 LH0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0499+STABILITY: SURFACE MOTION
 LH0499
 LH0499  HISTORY     - Date     Condition        Report By
 LH0499  HISTORY     - 1949     MONUMENTED       CGS
 LH0499
 LH0499                          STATION DESCRIPTION
 LH0499
 LH0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0499'11.1 MI S FROM DENMAN.
 LH0499'5.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0499'AT DENMAN, THENCE 6.0 MILES SOUTH ALONG A GRADED DIRT ROAD, 39
 LH0499'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 36 FEET
 LH0499'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 3.0 FEET SOUTHEAST
 LH0499'OF A FENCE CORNER POST, 2.0 FEET WEST OF A REFERENCE POST, AND
 LH0499'SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT
 LH0499'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0452 ***********************************************************************
 LH0452  DESIGNATION -  H 289
 LH0452  PID         -  LH0452
 LH0452  STATE/COUNTY-  NE/BUFFALO
 LH0452  USGS QUAD   -  GIBBON SOUTH (1993)
 LH0452
 LH0452                         *CURRENT SURVEY CONTROL
 LH0452  ___________________________________________________________________
 LH0452* NAD 83(1986)-  40 40 51.     (N)    098 49 45.     (W)     SCALED    
 LH0452* NAVD 88     -       626.192  (meters)    2054.43   (feet)  ADJUSTED  
 LH0452  ___________________________________________________________________
 LH0452  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 LH0452  DYNAMIC HT  -         625.839 (meters)    2053.27  (feet)  COMP
 LH0452  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 LH0452
 LH0452  VERT ORDER  -  SECOND    CLASS 0
 LH0452
 LH0452.The horizontal coordinates were scaled from a topographic map and have
 LH0452.an estimated accuracy of +/- 6 seconds.
 LH0452
 LH0452.The orthometric height was determined by differential leveling
 LH0452.and adjusted by the National Geodetic Survey in June 1991..
 LH0452
 LH0452.The geoid height was determined by GEOID03.
 LH0452
 LH0452.The dynamic height is computed by dividing the NAVD 88
 LH0452.geopotential number by the normal gravity value computed on the
 LH0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0452.degrees latitude (g = 980.6199 gals.).
 LH0452
 LH0452.The modeled gravity was interpolated from observed gravity values.
 LH0452
 LH0452;                    North         East    Units  Estimated Accuracy
 LH0452;SPC NE       -    94,770.      598,960.      MT  (+/- 180 meters Scaled)
 LH0452
 LH0452                          SUPERSEDED SURVEY CONTROL
 LH0452
 LH0452  NGVD 29 (??/??/92)  625.934  (m)         2053.59   (f) ADJ UNCH    2 0
 LH0452
 LH0452.Superseded values are not recommended for survey control.
 LH0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0452.See file dsdata.txt to determine how the superseded data were derived.
 LH0452
 LH0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL144033(NAD 83)
 LH0452_MARKER: DB = BENCH MARK DISK
 LH0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0452_STAMPING: H 289 1949
 LH0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0452+STABILITY: SURFACE MOTION
 LH0452
 LH0452  HISTORY     - Date     Condition        Report By
 LH0452  HISTORY     - 1949     MONUMENTED       CGS
 LH0452
 LH0452                          STATION DESCRIPTION
 LH0452
 LH0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0452'6.1 MI SE FROM GIBBON.
 LH0452'5.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0452'GIBBON, THENCE 1.1 MILES NORTHEAST ALONG A GRAVELED ROAD, AT
 LH0452'THE DISTRICT 72 SCHOOLHOUSE, 124 FEET SOUTHEAST OF THE CENTER
 LH0452'LINE OF THE MAIN ROAD, 138 FEET EAST OF THE CENTER LINE OF A
 LH0452'PRIVATE ROAD LEADING SOUTH, 100 FEET NORTH AND 46 FEET EAST OF
 LH0452'THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 17.0 FEET NORTHEAST
 LH0452'OF THE NORTHEAST CORNER OF THE COAL SHED, 2.0 FEET WEST OF A
 LH0452'FENCE, 2.0 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 LH0452'OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0812 ***********************************************************************
 MK0812  DESIGNATION -  H 290
 MK0812  PID         -  MK0812
 MK0812  STATE/COUNTY-  NE/SARPY
 MK0812  USGS QUAD   -  SPRINGFIELD (1975)
 MK0812
 MK0812                         *CURRENT SURVEY CONTROL
 MK0812  ___________________________________________________________________
 MK0812* NAD 83(1986)-  41 02 42.     (N)    096 12 02.     (W)     SCALED    
 MK0812* NAVD 88     -       353.229  (meters)    1158.89   (feet)  ADJUSTED  
 MK0812  ___________________________________________________________________
 MK0812  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 MK0812  DYNAMIC HT  -         353.086 (meters)    1158.42  (feet)  COMP
 MK0812  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 MK0812
 MK0812  VERT ORDER  -  SECOND    CLASS 0
 MK0812
 MK0812.The horizontal coordinates were scaled from a topographic map and have
 MK0812.an estimated accuracy of +/- 6 seconds.
 MK0812
 MK0812.The orthometric height was determined by differential leveling
 MK0812.and adjusted by the National Geodetic Survey in June 1991..
 MK0812
 MK0812.The geoid height was determined by GEOID03.
 MK0812
 MK0812.The dynamic height is computed by dividing the NAVD 88
 MK0812.geopotential number by the normal gravity value computed on the
 MK0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0812.degrees latitude (g = 980.6199 gals.).
 MK0812
 MK0812.The modeled gravity was interpolated from observed gravity values.
 MK0812
 MK0812;                    North         East    Units  Estimated Accuracy
 MK0812;SPC NE       -   141,540.      819,250.      MT  (+/- 180 meters Scaled)
 MK0812
 MK0812                          SUPERSEDED SURVEY CONTROL
 MK0812
 MK0812  NGVD 29 (??/??/92)  353.131  (m)         1158.56   (f) ADJ UNCH    2 0
 MK0812
 MK0812.Superseded values are not recommended for survey control.
 MK0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0812.See file dsdata.txt to determine how the superseded data were derived.
 MK0812
 MK0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL352475(NAD 83)
 MK0812_MARKER: DB = BENCH MARK DISK
 MK0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0812_STAMPING: H 290 1950
 MK0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0812+STABILITY: SURFACE MOTION
 MK0812
 MK0812  HISTORY     - Date     Condition        Report By
 MK0812  HISTORY     - 1950     MONUMENTED       CGS
 MK0812
 MK0812                          STATION DESCRIPTION
 MK0812
 MK0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0812'6.7 MI NW FROM LOUISVILLE.
 MK0812'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 MK0812'AT LOUISVILLE, THENCE 3.2 MILES WEST ALONG A GRAVELED ROAD,
 MK0812'80 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE E.B. GALLENTINE
 MK0812'FARMHOUSE, 178 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.6
 MK0812'FEET WEST OF THE NORTHWEST CORNER OF A GARAGE, 24.7 FEET NORTH
 MK0812'OF THE SOUTHWEST CORNER OF THE GARAGE, IN A FENCE LINE, SET IN
 MK0812'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MK0812'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0452 ***********************************************************************
 ML0452  DESIGNATION -  H 291
 ML0452  PID         -  ML0452
 ML0452  STATE/COUNTY-  NE/BUFFALO
 ML0452  USGS QUAD   -  ROCKVILLE (1978)
 ML0452
 ML0452                         *CURRENT SURVEY CONTROL
 ML0452  ___________________________________________________________________
 ML0452* NAD 83(1986)-  41 00 11.     (N)    098 51 53.     (W)     SCALED    
 ML0452* NAVD 88     -       629.928  (meters)    2066.69   (feet)  ADJUSTED  
 ML0452  ___________________________________________________________________
 ML0452  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ML0452  DYNAMIC HT  -         629.589 (meters)    2065.58  (feet)  COMP
 ML0452  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 ML0452
 ML0452  VERT ORDER  -  SECOND    CLASS 0
 ML0452
 ML0452.The horizontal coordinates were scaled from a topographic map and have
 ML0452.an estimated accuracy of +/- 6 seconds.
 ML0452
 ML0452.The orthometric height was determined by differential leveling
 ML0452.and adjusted by the National Geodetic Survey in June 1991..
 ML0452
 ML0452.The geoid height was determined by GEOID03.
 ML0452
 ML0452.The dynamic height is computed by dividing the NAVD 88
 ML0452.geopotential number by the normal gravity value computed on the
 ML0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0452.degrees latitude (g = 980.6199 gals.).
 ML0452
 ML0452.The modeled gravity was interpolated from observed gravity values.
 ML0452
 ML0452;                    North         East    Units  Estimated Accuracy
 ML0452;SPC NE       -   130,500.      595,480.      MT  (+/- 180 meters Scaled)
 ML0452
 ML0452                          SUPERSEDED SURVEY CONTROL
 ML0452
 ML0452  NGVD 29 (??/??/92)  629.680  (m)         2065.88   (f) ADJ UNCH    2 0
 ML0452
 ML0452.Superseded values are not recommended for survey control.
 ML0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0452.See file dsdata.txt to determine how the superseded data were derived.
 ML0452
 ML0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL113391(NAD 83)
 ML0452_MARKER: DB = BENCH MARK DISK
 ML0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0452_SP_SET: CONCRETE POST
 ML0452_STAMPING: H 291 1949
 ML0452_MARK LOGO: CGS   
 ML0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0452+STABILITY: SURFACE MOTION
 ML0452
 ML0452  HISTORY     - Date     Condition        Report By
 ML0452  HISTORY     - 1949     MONUMENTED       CGS
 ML0452  HISTORY     - 19920915 GOOD             NEDR
 ML0452
 ML0452                          STATION DESCRIPTION
 ML0452
 ML0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0452'3.3 MI SE FROM RAVENNA.
 ML0452'0.6 MILE SOUTH ALONG STATE HIGHWAY NO. 68 FROM THE POST OFFICE AT
 ML0452'RAVENNA, THENCE 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 2,
 ML0452'0.5 MILE WEST OF THE NORTHEAST CORNER OF SECTION 23, T. 12 N.,
 ML0452'R. 14 W., 37 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25
 ML0452'FEET EAST OF TELEPHONE POLE NO. 1198, 10 FEET WEST OF THE CENTER
 ML0452'LINE OF A GATE, 2.7 FEET SOUTHEAST OF A 3-WAY CORNER FENCE POST,
 ML0452'1.5 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A REFERENCE POST, SET
 ML0452'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0452'0.2 FOOT ABOVE THE GROUND.
 ML0452
 ML0452                          STATION RECOVERY (1992)
 ML0452
 ML0452'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0452'MARK RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0452'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1211 ***********************************************************************
 ML1211  DESIGNATION -  H 291 RESET
 ML1211  PID         -  ML1211
 ML1211  STATE/COUNTY-  NE/BUFFALO
 ML1211  USGS QUAD   -  ROCKVILLE (1978)
 ML1211
 ML1211                         *CURRENT SURVEY CONTROL
 ML1211  ___________________________________________________________________
 ML1211* NAD 83(1986)-  41 00 11.     (N)    098 51 53.     (W)     SCALED    
 ML1211* NAVD 88     -       630.17   (meters)    2067.5    (feet)  RESET     
 ML1211  ___________________________________________________________________
 ML1211  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ML1211
 ML1211  VERT ORDER  -  THIRD
 ML1211
 ML1211.The horizontal coordinates were scaled from a topographic map and have
 ML1211.an estimated accuracy of +/- 6 seconds.
 ML1211
 ML1211.The orthometric height was computed from unverified reset data.
 ML1211.No vertical observational check was made to the station.
 ML1211
 ML1211.The geoid height was determined by GEOID03.
 ML1211
 ML1211;                    North         East    Units  Estimated Accuracy
 ML1211;SPC NE       -   130,500.      595,480.      MT  (+/- 180 meters Scaled)
 ML1211
 ML1211                          SUPERSEDED SURVEY CONTROL
 ML1211
 ML1211  NGVD 29 (08/02/06)  629.92   (m)         2066.7    (f) RESET       3  
 ML1211
 ML1211.Superseded values are not recommended for survey control.
 ML1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1211.See file dsdata.txt to determine how the superseded data were derived.
 ML1211
 ML1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL113391(NAD 83)
 ML1211_MARKER: DV = VERTICAL CONTROL DISK
 ML1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1211_SP_SET: CONCRETE POST
 ML1211_STAMPING: H 291 RESET 1992
 ML1211_MARK LOGO: NGS   
 ML1211_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1211+STABILITY: SURFACE MOTION
 ML1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1211+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1211
 ML1211  HISTORY     - Date     Condition        Report By
 ML1211  HISTORY     - 1992     MONUMENTED       NEDR
 ML1211
 ML1211                          STATION DESCRIPTION
 ML1211
 ML1211'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1211'ABOUT 12.47 KM (7.75 MI) WEST FROM THE HALL BUFFALO COUNTY LINE, 4.43
 ML1211'KM (2.75 MI) EAST FROM RAVENNA, ON THE SOUTH RIGHT-OF-WAY OF STATE
 ML1211'HIGHWAY 2 AND NEAR THE NORTHEAST CORNER OF THE NW1/4, SEC23, T12N,
 ML1211'R14W, AT MILE MARKER 331.2, FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 ML1211'68, AT THE SOUTH EDGE OF RAVENNA, GO SOUTHEAST ON HIGHWAY 2 FOR 4.43
 ML1211'KM (2.75 MI) TO THE MARK ON THE RIGHT, AT DOUBLE FENCE LINES.  THE
 ML1211'DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 ML1211'ABOUT 0.1 FT (0.0 M) ABOVE THE GROUND SURFACE.  IT IS 21.3 M (69.9
 ML1211'FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY AND 0.3 M (1.0 FT) NORTH
 ML1211'FROM A WITNESS POST.  A MAGNET WAS PLACED INTO THE NORTH SIDE OF THE
 ML1211'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0458 ***********************************************************************
 ML0458  DESIGNATION -  H 292
 ML0458  PID         -  ML0458
 ML0458  STATE/COUNTY-  NE/BUFFALO
 ML0458  USGS QUAD   -  RAVENNA (1953)
 ML0458
 ML0458                         *CURRENT SURVEY CONTROL
 ML0458  ___________________________________________________________________
 ML0458* NAD 83(1986)-  41 02 23.     (N)    098 54 32.     (W)     SCALED    
 ML0458* NAVD 88     -       631.190  (meters)    2070.83   (feet)  ADJUSTED  
 ML0458  ___________________________________________________________________
 ML0458  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ML0458  DYNAMIC HT  -         630.855 (meters)    2069.73  (feet)  COMP
 ML0458  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 ML0458
 ML0458  VERT ORDER  -  SECOND    CLASS 0
 ML0458
 ML0458.The horizontal coordinates were scaled from a topographic map and have
 ML0458.an estimated accuracy of +/- 6 seconds.
 ML0458
 ML0458.The orthometric height was determined by differential leveling
 ML0458.and adjusted by the National Geodetic Survey in June 1991..
 ML0458
 ML0458.The geoid height was determined by GEOID03.
 ML0458
 ML0458.The dynamic height is computed by dividing the NAVD 88
 ML0458.geopotential number by the normal gravity value computed on the
 ML0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0458.degrees latitude (g = 980.6199 gals.).
 ML0458
 ML0458.The modeled gravity was interpolated from observed gravity values.
 ML0458
 ML0458;                    North         East    Units  Estimated Accuracy
 ML0458;SPC NE       -   134,520.      591,720.      MT  (+/- 180 meters Scaled)
 ML0458
 ML0458                          SUPERSEDED SURVEY CONTROL
 ML0458
 ML0458  NGVD 29 (??/??/92)  630.949  (m)         2070.04   (f) ADJ UNCH    2 0
 ML0458
 ML0458.Superseded values are not recommended for survey control.
 ML0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0458.See file dsdata.txt to determine how the superseded data were derived.
 ML0458
 ML0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL076431(NAD 83)
 ML0458_MARKER: DB = BENCH MARK DISK
 ML0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0458_STAMPING: H 292 1949
 ML0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0458+STABILITY: SURFACE MOTION
 ML0458
 ML0458  HISTORY     - Date     Condition        Report By
 ML0458  HISTORY     - 1949     MONUMENTED       CGS
 ML0458  HISTORY     - 1953     MARK NOT FOUND   USGS
 ML0458
 ML0458                          STATION DESCRIPTION
 ML0458
 ML0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0458'0.9 MI N FROM RAVENNA.
 ML0458'0.9 MILE NORTH ALONG STATE HIGHWAY NO. 68 FROM THE POST OFFICE
 ML0458'AT RAVENNA, AT THE RAVENNA AIRPORT, ABOUT 0.1 MILE EAST OF THE
 ML0458'MAIN OFFICE, ALONG THE EAST-WEST RUNWAY, 32 FEET SOUTH OF A
 ML0458'FENCE, 1.2 FEET EAST OF THE SOUTHEAST CORNER OF THE MOST EASTERLY
 ML0458'PLANE SHED, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5
 ML0458'FEET AND ABOUT LEVEL WITH THE GROUND.
 ML0458
 ML0458                          STATION RECOVERY (1953)
 ML0458
 ML0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 ML0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0666 ***********************************************************************
 LH0666  DESIGNATION -  H 293
 LH0666  PID         -  LH0666
 LH0666  STATE/COUNTY-  NE/BUFFALO
 LH0666  USGS QUAD   -  MILLER NE (1962)
 LH0666
 LH0666                         *CURRENT SURVEY CONTROL
 LH0666  ___________________________________________________________________
 LH0666* NAD 83(1986)-  40 59 18.     (N)    099 19 50.     (W)     SCALED    
 LH0666* NAVD 88     -       698.287  (meters)    2290.96   (feet)  ADJUSTED  
 LH0666  ___________________________________________________________________
 LH0666  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 LH0666  DYNAMIC HT  -         697.901 (meters)    2289.70  (feet)  COMP
 LH0666  MODELED GRAV-     980,047.6   (mgal)                       NAVD 88
 LH0666
 LH0666  VERT ORDER  -  SECOND    CLASS 0
 LH0666
 LH0666.The horizontal coordinates were scaled from a topographic map and have
 LH0666.an estimated accuracy of +/- 6 seconds.
 LH0666
 LH0666.The orthometric height was determined by differential leveling
 LH0666.and adjusted by the National Geodetic Survey in June 1991..
 LH0666
 LH0666.The geoid height was determined by GEOID03.
 LH0666
 LH0666.The dynamic height is computed by dividing the NAVD 88
 LH0666.geopotential number by the normal gravity value computed on the
 LH0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0666.degrees latitude (g = 980.6199 gals.).
 LH0666
 LH0666.The modeled gravity was interpolated from observed gravity values.
 LH0666
 LH0666;                    North         East    Units  Estimated Accuracy
 LH0666;SPC NE       -   128,450.      556,320.      MT  (+/- 180 meters Scaled)
 LH0666
 LH0666                          SUPERSEDED SURVEY CONTROL
 LH0666
 LH0666  NGVD 29 (??/??/92)  698.036  (m)         2290.14   (f) ADJ UNCH    2 0
 LH0666
 LH0666.Superseded values are not recommended for survey control.
 LH0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0666.See file dsdata.txt to determine how the superseded data were derived.
 LH0666
 LH0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML721375(NAD 83)
 LH0666_MARKER: DB = BENCH MARK DISK
 LH0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0666_STAMPING: H 293 1949
 LH0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0666+STABILITY: SURFACE MOTION
 LH0666
 LH0666  HISTORY     - Date     Condition        Report By
 LH0666  HISTORY     - 1949     MONUMENTED       CGS
 LH0666
 LH0666                          STATION DESCRIPTION
 LH0666
 LH0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0666'7.1 MI NE FROM MILLER.
 LH0666'4.1 MILES NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE JUNCTION
 LH0666'OF U.S. HIGHWAY NO. 183 WITH STATE HIGHWAY NO. 40 AT MILLER,
 LH0666'THENCE 3.0 MILES EAST ALONG A COUNTY ROAD, NEAR THE SOUTHEAST
 LH0666'CORNER OF SECTION 23, T. 12 N., R. 18 W., IN THE NORTHWEST
 LH0666'QUARTER OF A PUBLIC ROAD CROSSING, 0.3 MILE EAST OF A CHURCH
 LH0666'ON THE NORTH SIDE OF THE ROAD, 75 FEET NORTH OF THE CENTER LINE
 LH0666'OF THE EAST-WEST ROAD, 43 FEET NORTH OF A CORNER FENCE POST,
 LH0666'30 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 0.8
 LH0666'FOOT EAST OF A FENCE, 1.3 FEET SOUTH OF A REFERENCE POST, SET
 LH0666'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0666'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0653 ***********************************************************************
 LH0653  DESIGNATION -  H 294
 LH0653  PID         -  LH0653
 LH0653  STATE/COUNTY-  NE/BUFFALO
 LH0653  USGS QUAD   -  RIVERDALE (1962)
 LH0653
 LH0653                         *CURRENT SURVEY CONTROL
 LH0653  ___________________________________________________________________
 LH0653* NAD 83(1986)-  40 52 22.     (N)    099 11 51.     (W)     SCALED    
 LH0653* NAVD 88     -       710.167  (meters)    2329.94   (feet)  ADJUSTED  
 LH0653  ___________________________________________________________________
 LH0653  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 LH0653  DYNAMIC HT  -         709.770 (meters)    2328.64  (feet)  COMP
 LH0653  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 LH0653
 LH0653  VERT ORDER  -  SECOND    CLASS 0
 LH0653
 LH0653.The horizontal coordinates were scaled from a topographic map and have
 LH0653.an estimated accuracy of +/- 6 seconds.
 LH0653
 LH0653.The orthometric height was determined by differential leveling
 LH0653.and adjusted by the National Geodetic Survey in June 1991..
 LH0653
 LH0653.The geoid height was determined by GEOID03.
 LH0653
 LH0653.The dynamic height is computed by dividing the NAVD 88
 LH0653.geopotential number by the normal gravity value computed on the
 LH0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0653.degrees latitude (g = 980.6199 gals.).
 LH0653
 LH0653.The modeled gravity was interpolated from observed gravity values.
 LH0653
 LH0653;                    North         East    Units  Estimated Accuracy
 LH0653;SPC NE       -   115,720.      567,630.      MT  (+/- 180 meters Scaled)
 LH0653
 LH0653                          SUPERSEDED SURVEY CONTROL
 LH0653
 LH0653  NGVD 29 (??/??/92)  709.916  (m)         2329.12   (f) ADJ UNCH    2 0
 LH0653
 LH0653.Superseded values are not recommended for survey control.
 LH0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0653.See file dsdata.txt to determine how the superseded data were derived.
 LH0653
 LH0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML833246(NAD 83)
 LH0653_MARKER: DB = BENCH MARK DISK
 LH0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0653_STAMPING: H 294 1949
 LH0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0653+STABILITY: SURFACE MOTION
 LH0653
 LH0653  HISTORY     - Date     Condition        Report By
 LH0653  HISTORY     - 1949     MONUMENTED       CGS
 LH0653
 LH0653                          STATION DESCRIPTION
 LH0653
 LH0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0653'5.9 MI NE FROM AMHERST.
 LH0653'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0653'AMHERST, THENCE 3.0 MILES EAST ALONG A COUNTY ROAD, AT THE
 LH0653'NORTHWEST CORNER OF SECTION 6, T. 10 N., R. 16 W., ABOUT MIDWAY
 LH0653'BETWEEN TWO POWER LINE POLES, 35 FEET SOUTH OF THE CENTER LINE
 LH0653'OF THE ROAD, 14 FEET SOUTH OF A CORNER FENCE POST, 0.5 FOOT
 LH0653'EAST OF A FENCE, 1.8 FEET SOUTH OF A REFERENCE POST, SET IN
 LH0653'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET PROJECTING
 LH0653'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0561 ***********************************************************************
 LH0561  DESIGNATION -  H 295
 LH0561  PID         -  LH0561
 LH0561  STATE/COUNTY-  NE/BUFFALO
 LH0561  USGS QUAD   -  AMHERST (1983)
 LH0561
 LH0561                         *CURRENT SURVEY CONTROL
 LH0561  ___________________________________________________________________
 LH0561* NAD 83(1986)-  40 48 55.     (N)    099 17 24.     (W)     SCALED    
 LH0561* NAVD 88     -       709.240  (meters)    2326.90   (feet)  ADJUSTED  
 LH0561  ___________________________________________________________________
 LH0561  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 LH0561  DYNAMIC HT  -         708.833 (meters)    2325.56  (feet)  COMP
 LH0561  MODELED GRAV-     980,027.9   (mgal)                       NAVD 88
 LH0561
 LH0561  VERT ORDER  -  SECOND    CLASS 0
 LH0561
 LH0561.The horizontal coordinates were scaled from a topographic map and have
 LH0561.an estimated accuracy of +/- 6 seconds.
 LH0561
 LH0561.The orthometric height was determined by differential leveling
 LH0561.and adjusted by the National Geodetic Survey in June 1991..
 LH0561
 LH0561.The geoid height was determined by GEOID03.
 LH0561
 LH0561.The dynamic height is computed by dividing the NAVD 88
 LH0561.geopotential number by the normal gravity value computed on the
 LH0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0561.degrees latitude (g = 980.6199 gals.).
 LH0561
 LH0561.The modeled gravity was interpolated from observed gravity values.
 LH0561
 LH0561;                    North         East    Units  Estimated Accuracy
 LH0561;SPC NE       -   109,270.      559,890.      MT  (+/- 180 meters Scaled)
 LH0561
 LH0561                          SUPERSEDED SURVEY CONTROL
 LH0561
 LH0561  NGVD 29 (??/??/92)  708.981  (m)         2326.05   (f) ADJ UNCH    2 0
 LH0561
 LH0561.Superseded values are not recommended for survey control.
 LH0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0561.See file dsdata.txt to determine how the superseded data were derived.
 LH0561
 LH0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML755182(NAD 83)
 LH0561_MARKER: DB = BENCH MARK DISK
 LH0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0561_STAMPING: H 295 1949
 LH0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0561+STABILITY: SURFACE MOTION
 LH0561
 LH0561  HISTORY     - Date     Condition        Report By
 LH0561  HISTORY     - 1949     MONUMENTED       CGS
 LH0561
 LH0561                          STATION DESCRIPTION
 LH0561
 LH0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0561'2.5 MI SW FROM AMHERST.
 LH0561'0.1 MILE NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0561'PACIFIC RAILROAD STATION AT AMHERST, THENCE 1.6 MILES SOUTH
 LH0561'ALONG A COUNTY ROAD, THENCE 0.8 MILE WEST ALONG A COUNTY ROAD,
 LH0561'AT AN AIRWAY BEACON, 56 FEET NORTH OF THE CENTER LINE OF THE
 LH0561'ROAD, 6.8 FEET NORTHWEST OF THE SOUTHEAST LEG, 6.8 FEET NORTHEAST
 LH0561'OF THE SOUTHWEST LEG, 6.8 FEET SOUTHEAST OF THE NORTHWEST LEG,
 LH0561'6.8 FEET SOUTHWEST OF THE NORTHEAST LEG, 5.4 FEET NORTH OF THE
 LH0561'CENTER OF THE LADDER, SET IN THE TOP OF A CONCRETE POST AT A
 LH0561'DEPTH OF 5 FEET AND ABOUT 1 FOOT BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0839 ***********************************************************************
 MK0839  DESIGNATION -  H 296
 MK0839  PID         -  MK0839
 MK0839  STATE/COUNTY-  NE/CASS
 MK0839  USGS QUAD   -  CEDAR CREEK (1983)
 MK0839
 MK0839                         *CURRENT SURVEY CONTROL
 MK0839  ___________________________________________________________________
 MK0839* NAD 83(1986)-  41 00 05.     (N)    096 02 41.     (W)     SCALED    
 MK0839* NAVD 88     -       371.685  (meters)    1219.44   (feet)  ADJUSTED  
 MK0839  ___________________________________________________________________
 MK0839  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 MK0839  DYNAMIC HT  -         371.532 (meters)    1218.93  (feet)  COMP
 MK0839  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 MK0839
 MK0839  VERT ORDER  -  SECOND    CLASS 0
 MK0839
 MK0839.The horizontal coordinates were scaled from a topographic map and have
 MK0839.an estimated accuracy of +/- 6 seconds.
 MK0839
 MK0839.The orthometric height was determined by differential leveling
 MK0839.and adjusted by the National Geodetic Survey in June 1991..
 MK0839
 MK0839.The geoid height was determined by GEOID03.
 MK0839
 MK0839.The dynamic height is computed by dividing the NAVD 88
 MK0839.geopotential number by the normal gravity value computed on the
 MK0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0839.degrees latitude (g = 980.6199 gals.).
 MK0839
 MK0839.The modeled gravity was interpolated from observed gravity values.
 MK0839
 MK0839;                    North         East    Units  Estimated Accuracy
 MK0839;SPC NE       -   137,290.      832,550.      MT  (+/- 180 meters Scaled)
 MK0839
 MK0839                          SUPERSEDED SURVEY CONTROL
 MK0839
 MK0839  NGVD 29 (??/??/92)  371.588  (m)         1219.12   (f) ADJ UNCH    2 0
 MK0839
 MK0839.Superseded values are not recommended for survey control.
 MK0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0839.See file dsdata.txt to determine how the superseded data were derived.
 MK0839
 MK0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL485431(NAD 83)
 MK0839_MARKER: DB = BENCH MARK DISK
 MK0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0839_STAMPING: H 296 1949
 MK0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0839+STABILITY: SURFACE MOTION
 MK0839
 MK0839  HISTORY     - Date     Condition        Report By
 MK0839  HISTORY     - 1949     MONUMENTED       CGS
 MK0839
 MK0839                          STATION DESCRIPTION
 MK0839
 MK0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0839'8.8 MI SW FROM PLATTSMOUTH.
 MK0839'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 MK0839'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73
 MK0839'AND 34, THENCE 7.9 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE
 MK0839'ROAD, AT A ROAD INTERSECTION, 166 FEET SOUTH OF THE CENTER LINE
 MK0839'OF THE PLATTSMOUTH-LOUISVILLE ROAD, 67 FEET EAST OF THE SOUTHEAST
 MK0839'CORNER OF THE CHRIST EVANGELIST LUTHERAN CHURCH, 50 FEET WEST
 MK0839'OF THE CENTER LINE OF THE GRAVELED ROAD LEADING SOUTH, 4.7
 MK0839'FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK LEADING WEST TO
 MK0839'THE EAST ENTRANCE OF THE CHURCH, 1.3 FEET SOUTH OF A LIGHT
 MK0839'POLE, 1.3 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP
 MK0839'OF A 5-FOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 MK0839'NOTE-- THIS BENCH MARK IS 7.1 MILES EAST OF LOUISVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0703 ***********************************************************************
 MK0703  DESIGNATION -  H 297
 MK0703  PID         -  MK0703
 MK0703  STATE/COUNTY-  NE/SAUNDERS
 MK0703  USGS QUAD   -  ASHLAND EAST (1983)
 MK0703
 MK0703                         *CURRENT SURVEY CONTROL
 MK0703  ___________________________________________________________________
 MK0703* NAD 83(1986)-  41 02 57.     (N)    096 22 06.     (W)     SCALED    
 MK0703* NAVD 88     -       327.557  (meters)    1074.66   (feet)  ADJUSTED  
 MK0703  ___________________________________________________________________
 MK0703  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 MK0703  DYNAMIC HT  -         327.423 (meters)    1074.22  (feet)  COMP
 MK0703  MODELED GRAV-     980,203.8   (mgal)                       NAVD 88
 MK0703
 MK0703  VERT ORDER  -  SECOND    CLASS 0
 MK0703
 MK0703.The horizontal coordinates were scaled from a topographic map and have
 MK0703.an estimated accuracy of +/- 6 seconds.
 MK0703
 MK0703.The orthometric height was determined by differential leveling
 MK0703.and adjusted by the National Geodetic Survey in June 1991..
 MK0703
 MK0703.The geoid height was determined by GEOID03.
 MK0703
 MK0703.The dynamic height is computed by dividing the NAVD 88
 MK0703.geopotential number by the normal gravity value computed on the
 MK0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0703.degrees latitude (g = 980.6199 gals.).
 MK0703
 MK0703.The modeled gravity was interpolated from observed gravity values.
 MK0703
 MK0703;                    North         East    Units  Estimated Accuracy
 MK0703;SPC NE       -   141,400.      805,140.      MT  (+/- 180 meters Scaled)
 MK0703
 MK0703                          SUPERSEDED SURVEY CONTROL
 MK0703
 MK0703  NGVD 29 (??/??/92)  327.452  (m)         1074.32   (f) ADJ UNCH    2 0
 MK0703
 MK0703.Superseded values are not recommended for survey control.
 MK0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0703.See file dsdata.txt to determine how the superseded data were derived.
 MK0703
 MK0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL211475(NAD 83)
 MK0703_MARKER: DB = BENCH MARK DISK
 MK0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0703_STAMPING: H 297 1950
 MK0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0703+STABILITY: SURFACE MOTION
 MK0703
 MK0703  HISTORY     - Date     Condition        Report By
 MK0703  HISTORY     - 1950     MONUMENTED       CGS
 MK0703  HISTORY     - 1984     GOOD             LOCSUR
 MK0703
 MK0703                          STATION DESCRIPTION
 MK0703
 MK0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0703'0.9 MI N FROM ASHLAND.
 MK0703'0.3 MILE EAST ALONG SILVER STREET FROM THE CITY HALL AT ASHLAND,
 MK0703'THENCE 0.6 MILE NORTH ALONG STATE HIGHWAY 63, 150 FEET WEST OF
 MK0703'THE CENTER LINE OF THE HIGHWAY, 45 FEET SOUTHWEST OF THE
 MK0703'SOUTHEAST CORNER OF THE S.L. RHOTEN FARMHOUSE, 50 FEET SOUTHEAST
 MK0703'OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 18 FEET NORTH OF THE
 MK0703'CENTER LINE OF A PRIVATE DRIVEWAY, 9 FEET EAST OF THE CENTER OF A
 MK0703'GATE, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK0703'POST WHICH IS FLUSH WITH THE GROUND.
 MK0703
 MK0703                          STATION RECOVERY (1984)
 MK0703
 MK0703'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2181 ***********************************************************************
 MK2181  DESIGNATION -  H 298 RESET
 MK2181  PID         -  MK2181
 MK2181  STATE/COUNTY-  NE/SAUNDERS
 MK2181  USGS QUAD   -  WAHOO EAST (1983)
 MK2181
 MK2181                         *CURRENT SURVEY CONTROL
 MK2181  ___________________________________________________________________
 MK2181* NAD 83(1986)-  41 09 44.     (N)    096 33 09.     (W)     SCALED    
 MK2181* NAVD 88     -       347.30   (meters)    1139.4    (feet)  RESET     
 MK2181  ___________________________________________________________________
 MK2181  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 MK2181
 MK2181  VERT ORDER  -  THIRD
 MK2181
 MK2181.The horizontal coordinates were scaled from a topographic map and have
 MK2181.an estimated accuracy of +/- 6 seconds.
 MK2181
 MK2181.The orthometric height was computed from unverified reset data.
 MK2181.No vertical observational check was made to the station.
 MK2181
 MK2181.The geoid height was determined by GEOID03.
 MK2181
 MK2181;                    North         East    Units  Estimated Accuracy
 MK2181;SPC NE       -   153,310.      789,170.      MT  (+/- 180 meters Scaled)
 MK2181
 MK2181                          SUPERSEDED SURVEY CONTROL
 MK2181
 MK2181  NGVD 29 (08/02/06)  347.17   (m)         1139.0    (f) RESET       3  
 MK2181
 MK2181.Superseded values are not recommended for survey control.
 MK2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2181.See file dsdata.txt to determine how the superseded data were derived.
 MK2181
 MK2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL053596(NAD 83)
 MK2181_MARKER: DB = BENCH MARK DISK
 MK2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2181_SP_SET: CONCRETE POST
 MK2181_STAMPING: H 298 RESET 1987
 MK2181_MARK LOGO: NGS   
 MK2181_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2181+STABILITY: SURFACE MOTION
 MK2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2181+SATELLITE: SATELLITE OBSERVATIONS - 1987
 MK2181
 MK2181  HISTORY     - Date     Condition        Report By
 MK2181  HISTORY     - 1987     MONUMENTED       NGS
 MK2181
 MK2181                          STATION DESCRIPTION
 MK2181
 MK2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 MK2181'0.48 KM (0.30 MI) NORTH ALONG MAIN STREET AND COUNTY ROAD 13, FROM THE
 MK2181'POST OFFICE IN ITHACA, THEN 1.05 KM (0.65 MI) WEST ALONG COUNTY ROAD
 MK2181'H, A GRADED ROAD, TO THE MARK ON THE LEFT, 37.79 M (124.0 FT)
 MK2181'WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF A SMALL BRIDGE, 12.5 M
 MK2181'(41.0 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 7.01 M (23.0 FT) WEST
 MK2181'FROM THE CENTERLINE OF A FIELD ENTRANCE, 0.3 M (1.0 FT) NORTH FROM A
 MK2181'FENCE, 0.3 M (1.0 FT) EAST FROM A WITNESS POST AND SET INTO THE TOP
 MK2181'OF A ROUND CONCRETE POST THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 MK2181'GROUND AND IS ABOUT 0.9 M (3.0 FT) BELOW THE ROAD.
 MK2181'THE MARK IS 1.85 KM (1.15 MI) EAST FROM BENCH MARK J 298 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0145 ***********************************************************************
 NO0145  DESIGNATION -  H 3
 NO0145  PID         -  NO0145
 NO0145  STATE/COUNTY-  NE/CHERRY
 NO0145  USGS QUAD   -  CROOKSTON WEST (1985)
 NO0145
 NO0145                         *CURRENT SURVEY CONTROL
 NO0145  ___________________________________________________________________
 NO0145* NAD 83(1986)-  42 56 14.     (N)    100 47 37.     (W)     SCALED    
 NO0145* NAVD 88     -       830.067  (meters)    2723.31   (feet)  ADJUSTED  
 NO0145  ___________________________________________________________________
 NO0145  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 NO0145  DYNAMIC HT  -         829.733 (meters)    2722.22  (feet)  COMP
 NO0145  MODELED GRAV-     980,190.2   (mgal)                       NAVD 88
 NO0145
 NO0145  VERT ORDER  -  FIRST     CLASS II
 NO0145
 NO0145.The horizontal coordinates were scaled from a topographic map and have
 NO0145.an estimated accuracy of +/- 6 seconds.
 NO0145
 NO0145.The orthometric height was determined by differential leveling
 NO0145.and adjusted by the National Geodetic Survey in June 1991..
 NO0145
 NO0145.The geoid height was determined by GEOID03.
 NO0145
 NO0145.The dynamic height is computed by dividing the NAVD 88
 NO0145.geopotential number by the normal gravity value computed on the
 NO0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0145.degrees latitude (g = 980.6199 gals.).
 NO0145
 NO0145.The modeled gravity was interpolated from observed gravity values.
 NO0145
 NO0145;                    North         East    Units  Estimated Accuracy
 NO0145;SPC NE       -   344,950.      435,230.      MT  (+/- 180 meters Scaled)
 NO0145
 NO0145                          SUPERSEDED SURVEY CONTROL
 NO0145
 NO0145  NGVD 29 (??/??/92)  829.770  (m)         2722.34   (f) ADJ UNCH    1 2
 NO0145
 NO0145.Superseded values are not recommended for survey control.
 NO0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0145.See file dsdata.txt to determine how the superseded data were derived.
 NO0145
 NO0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN536554(NAD 83)
 NO0145_MARKER: DB = BENCH MARK DISK
 NO0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0145_SP_SET: STONE POST
 NO0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0145+STABILITY: SURFACE MOTION
 NO0145
 NO0145  HISTORY     - Date     Condition        Report By
 NO0145  HISTORY     - UNK      MONUMENTED       CGS
 NO0145  HISTORY     - 1957     MARK NOT FOUND   NGS
 NO0145
 NO0145                          STATION DESCRIPTION
 NO0145
 NO0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0145'2 MI W FROM CROOKSTON.
 NO0145'2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0145'FROM THE STATION A CROOKSTON, CHERRY COUNTY, 3-1/2 RAILS NORTHWEST
 NO0145'OF MILEPOST 283, AT A PRIVATE-ROAD CROSSING, 85 FEET NORTHEAST
 NO0145'OF THE CENTERLINE OF U.S. HIGHWAY 20, 48.7 FEET SOUTHWEST OF THE
 NO0145'CENTERLINE OF THE TRACK, 50 FEET NORTH OF THE RIGHT-OF-WAY FENCE,
 NO0145'15 FEET EAST OF THE CENTERLINE OF THE PRIVATE ROAD, AND 4 FEET
 NO0145'SOUTH OF A POLE.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE
 NO0145'LETTERS USBM IN THE TOP OF A LIMESTONE POST PROJECTING 1 FOOT
 NO0145'ABOVE GROUND.  NOTE-- IT IS BELIEVED THAT THIS MARK WAS DESTROYED
 NO0145'BY GRADING FOR A ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0771 ***********************************************************************
 MK0771  DESIGNATION -  H 300
 MK0771  PID         -  MK0771
 MK0771  STATE/COUNTY-  NE/DOUGLAS
 MK0771  USGS QUAD   -  WANN (1981)
 MK0771
 MK0771                         *CURRENT SURVEY CONTROL
 MK0771  ___________________________________________________________________
 MK0771* NAD 83(1986)-  41 14 56.     (N)    096 19 47.     (W)     SCALED    
 MK0771* NAVD 88     -       341.462  (meters)    1120.28   (feet)  ADJUSTED  
 MK0771  ___________________________________________________________________
 MK0771  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 MK0771  DYNAMIC HT  -         341.309 (meters)    1119.78  (feet)  COMP
 MK0771  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 MK0771
 MK0771  VERT ORDER  -  SECOND    CLASS 0
 MK0771
 MK0771.The horizontal coordinates were scaled from a topographic map and have
 MK0771.an estimated accuracy of +/- 6 seconds.
 MK0771
 MK0771.The orthometric height was determined by differential leveling
 MK0771.and adjusted by the National Geodetic Survey in June 1991..
 MK0771
 MK0771.The geoid height was determined by GEOID03.
 MK0771
 MK0771.The dynamic height is computed by dividing the NAVD 88
 MK0771.geopotential number by the normal gravity value computed on the
 MK0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0771.degrees latitude (g = 980.6199 gals.).
 MK0771
 MK0771.The modeled gravity was interpolated from observed gravity values.
 MK0771
 MK0771;                    North         East    Units  Estimated Accuracy
 MK0771;SPC NE       -   163,690.      807,440.      MT  (+/- 180 meters Scaled)
 MK0771
 MK0771                          SUPERSEDED SURVEY CONTROL
 MK0771
 MK0771  NGVD 29 (??/??/92)  341.333  (m)         1119.86   (f) ADJ UNCH    2 0
 MK0771
 MK0771.Superseded values are not recommended for survey control.
 MK0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0771.See file dsdata.txt to determine how the superseded data were derived.
 MK0771
 MK0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL237698(NAD 83)
 MK0771_MARKER: DB = BENCH MARK DISK
 MK0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0771_STAMPING: H 300 1950
 MK0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0771+STABILITY: SURFACE MOTION
 MK0771
 MK0771  HISTORY     - Date     Condition        Report By
 MK0771  HISTORY     - 1950     MONUMENTED       CGS
 MK0771
 MK0771                          STATION DESCRIPTION
 MK0771
 MK0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0771'8 MI SE FROM VALLEY.
 MK0771'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT VALLEY,
 MK0771'THENCE 0.3 MILE EAST ALONG A GRAVELED STREET, THENCE 4.7 MILES
 MK0771'SOUTHEAST ALONG STATE HIGHWAY 93, THENCE 2.9 MILES SOUTH ALONG
 MK0771'STATE HIGHWAY 93, AT THE FARM HOME OF HENRY KALLANDT, 121 FEET
 MK0771'EAST OF THE CENTER LINE OF THE HIGHWAY, 119 FEET NORTH OF THE
 MK0771'NORTHEAST CORNER OF THE FARMHOUSE, 79 FEET NORTHWEST OF THE
 MK0771'NORTHWEST CORNER OF A GARAGE, 16 FEET NORTH OF THE CENTER LINE
 MK0771'OF A PRIVATE DRIVEWAY, 1.4 FEET SOUTH OF A WOODEN FENCE, SET IN
 MK0771'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 MK0771'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0543 ***********************************************************************
 MK0543  DESIGNATION -  H 301
 MK0543  PID         -  MK0543
 MK0543  STATE/COUNTY-  NE/SARPY
 MK0543  USGS QUAD   -  RALSTON (1984)
 MK0543
 MK0543                         *CURRENT SURVEY CONTROL
 MK0543  ___________________________________________________________________
 MK0543* NAD 83(1986)-  41 09 43.     (N)    096 01 15.     (W)     SCALED    
 MK0543* NAVD 88     -       342.271  (meters)    1122.93   (feet)  ADJUSTED  
 MK0543  ___________________________________________________________________
 MK0543  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 MK0543  DYNAMIC HT  -         342.130 (meters)    1122.47  (feet)  COMP
 MK0543  MODELED GRAV-     980,203.0   (mgal)                       NAVD 88
 MK0543
 MK0543  VERT ORDER  -  SECOND    CLASS 0
 MK0543
 MK0543.The horizontal coordinates were scaled from a topographic map and have
 MK0543.an estimated accuracy of +/- 6 seconds.
 MK0543
 MK0543.The orthometric height was determined by differential leveling
 MK0543.and adjusted by the National Geodetic Survey in June 1991..
 MK0543
 MK0543.The geoid height was determined by GEOID03.
 MK0543
 MK0543.The dynamic height is computed by dividing the NAVD 88
 MK0543.geopotential number by the normal gravity value computed on the
 MK0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0543.degrees latitude (g = 980.6199 gals.).
 MK0543
 MK0543.The modeled gravity was interpolated from observed gravity values.
 MK0543
 MK0543;                    North         East    Units  Estimated Accuracy
 MK0543;SPC NE       -   155,190.      833,740.      MT  (+/- 180 meters Scaled)
 MK0543
 MK0543                          SUPERSEDED SURVEY CONTROL
 MK0543
 MK0543  NGVD 29 (??/??/92)  342.164  (m)         1122.58   (f) ADJ UNCH    2 0
 MK0543
 MK0543.Superseded values are not recommended for survey control.
 MK0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0543.See file dsdata.txt to determine how the superseded data were derived.
 MK0543
 MK0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL499610(NAD 83)
 MK0543_MARKER: DB = BENCH MARK DISK
 MK0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0543_STAMPING: H 301 1950
 MK0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0543+STABILITY: SURFACE MOTION
 MK0543
 MK0543  HISTORY     - Date     Condition        Report By
 MK0543  HISTORY     - 1950     MONUMENTED       CGS
 MK0543
 MK0543                          STATION DESCRIPTION
 MK0543
 MK0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0543'1.4 MI NE FROM PAPILLION.
 MK0543'0.3 MILE NORTH ALONG STATE HIGHWAY 50 FRM THE UNION PACIFIC
 MK0543'RAILROAD STATION AT PAPILLION, THENCE 1.15 MILES EAST ALONG
 MK0543'STATE HIGHWAY 31, AT THE NORTHWEST CORNER OF A GROVE OF TREES, 60
 MK0543'FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH,
 MK0543'32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 MK0543'SOUTHEAST OF A TELEPHONE POLE, 10 FEET WEST OF A 14 INCH ELM
 MK0543'TREE, 2 FEET NORTH OF A WIRE FENCE, 1.5 FEET EAST OF A WITNESS
 MK0543'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 MK0543'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0724 ***********************************************************************
 MK0724  DESIGNATION -  H 302
 MK0724  PID         -  MK0724
 MK0724  STATE/COUNTY-  NE/SAUNDERS
 MK0724  USGS QUAD   -  LESHARA (1968)
 MK0724
 MK0724                         *CURRENT SURVEY CONTROL
 MK0724  ___________________________________________________________________
 MK0724* NAD 83(1986)-  41 18 24.     (N)    096 25 34.     (W)     SCALED    
 MK0724* NAVD 88     -       383.202  (meters)    1257.22   (feet)  ADJUSTED  
 MK0724  ___________________________________________________________________
 MK0724  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 MK0724  DYNAMIC HT  -         383.022 (meters)    1256.63  (feet)  COMP
 MK0724  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 MK0724
 MK0724  VERT ORDER  -  SECOND    CLASS 0
 MK0724
 MK0724.The horizontal coordinates were scaled from a topographic map and have
 MK0724.an estimated accuracy of +/- 6 seconds.
 MK0724
 MK0724.The orthometric height was determined by differential leveling
 MK0724.and adjusted by the National Geodetic Survey in June 1991..
 MK0724
 MK0724.The geoid height was determined by GEOID03.
 MK0724
 MK0724.The dynamic height is computed by dividing the NAVD 88
 MK0724.geopotential number by the normal gravity value computed on the
 MK0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0724.degrees latitude (g = 980.6199 gals.).
 MK0724
 MK0724.The modeled gravity was interpolated from observed gravity values.
 MK0724
 MK0724;                    North         East    Units  Estimated Accuracy
 MK0724;SPC NE       -   169,760.      799,110.      MT  (+/- 180 meters Scaled)
 MK0724
 MK0724                          SUPERSEDED SURVEY CONTROL
 MK0724
 MK0724  NGVD 29 (??/??/92)  383.060  (m)         1256.76   (f) ADJ UNCH    2 0
 MK0724
 MK0724.Superseded values are not recommended for survey control.
 MK0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0724.See file dsdata.txt to determine how the superseded data were derived.
 MK0724
 MK0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL154759(NAD 83)
 MK0724_MARKER: DB = BENCH MARK DISK
 MK0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0724_STAMPING: H 302 1950
 MK0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0724+STABILITY: SURFACE MOTION
 MK0724
 MK0724  HISTORY     - Date     Condition        Report By
 MK0724  HISTORY     - 1950     MONUMENTED       CGS
 MK0724
 MK0724                          STATION DESCRIPTION
 MK0724
 MK0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0724'1.8 MI S FROM LESHARA.
 MK0724'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0724'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.8 MILE SOUTH
 MK0724'ALONG STATE HIGHWAY 64, AT A ROAD INTERSECTION, 146 FEET
 MK0724'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ON THE OUTSIDE OF A
 MK0724'CURVE IN THE HIGHWAY, 46 FEET NORTH OF THE CENTER LINE OF A DIRT
 MK0724'ROAD LEADING WEST, 44 FEET WEST OF THE CENTER LINE OF A GRAVELED
 MK0724'ROAD LEADING SOUTH, 13 FEET WEST OF A TELEPHONE POLE, 2.3 FEET
 MK0724'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0724'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0726 ***********************************************************************
 MK0726  DESIGNATION -  H 303
 MK0726  PID         -  MK0726
 MK0726  STATE/COUNTY-  NE/SAUNDERS
 MK0726  USGS QUAD   -  LESHARA (1968)
 MK0726
 MK0726                         *CURRENT SURVEY CONTROL
 MK0726  ___________________________________________________________________
 MK0726* NAD 83(1986)-  41 19 47.     (N)    096 25 38.     (W)     SCALED    
 MK0726* NAVD 88     -       355.123  (meters)    1165.10   (feet)  ADJUSTED  
 MK0726  ___________________________________________________________________
 MK0726  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MK0726  DYNAMIC HT  -         354.957 (meters)    1164.55  (feet)  COMP
 MK0726  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 MK0726
 MK0726  VERT ORDER  -  SECOND    CLASS 0
 MK0726
 MK0726.The horizontal coordinates were scaled from a topographic map and have
 MK0726.an estimated accuracy of +/- 6 seconds.
 MK0726
 MK0726.The orthometric height was determined by differential leveling
 MK0726.and adjusted by the National Geodetic Survey in June 1991..
 MK0726
 MK0726.The geoid height was determined by GEOID03.
 MK0726
 MK0726.The dynamic height is computed by dividing the NAVD 88
 MK0726.geopotential number by the normal gravity value computed on the
 MK0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0726.degrees latitude (g = 980.6199 gals.).
 MK0726
 MK0726.The modeled gravity was interpolated from observed gravity values.
 MK0726
 MK0726;                    North         East    Units  Estimated Accuracy
 MK0726;SPC NE       -   172,310.      798,910.      MT  (+/- 180 meters Scaled)
 MK0726
 MK0726                          SUPERSEDED SURVEY CONTROL
 MK0726
 MK0726  NGVD 29 (??/??/92)  354.980  (m)         1164.63   (f) ADJ UNCH    2 0
 MK0726
 MK0726.Superseded values are not recommended for survey control.
 MK0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0726.See file dsdata.txt to determine how the superseded data were derived.
 MK0726
 MK0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL153785(NAD 83)
 MK0726_MARKER: DB = BENCH MARK DISK
 MK0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0726_STAMPING: H 303 1950
 MK0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0726+STABILITY: SURFACE MOTION
 MK0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0726+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 MK0726
 MK0726  HISTORY     - Date     Condition        Report By
 MK0726  HISTORY     - 1950     MONUMENTED       CGS
 MK0726  HISTORY     - 19920714 MARK NOT FOUND   USE
 MK0726
 MK0726                          STATION DESCRIPTION
 MK0726
 MK0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0726'AT LESHARA.
 MK0726'AT LESHARA, 118 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 MK0726'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 93 FEET
 MK0726'SOUTHWEST OF THE SOUTHWEST CORNER OF A GRAIN ELEVATOR, 43 FEET
 MK0726'SOUTHWEST OF THE WEST RAIL OF THE MAIN TRACK, 7 FEET WEST OF A
 MK0726'BRACED POWER POLE, 1.2 FEET NORTHEAST OF A WITNESS POST, SET IN
 MK0726'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK0726'GROUND.
 MK0726
 MK0726                          STATION RECOVERY (1992)
 MK0726
 MK0726'RECOVERY NOTE BY US ENGINEERS 1992 (ON)
 MK0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1030 ***********************************************************************
 MK1030  DESIGNATION -  H 304
 MK1030  PID         -  MK1030
 MK1030  STATE/COUNTY-  NE/SAUNDERS
 MK1030  USGS QUAD   -  WAHOO EAST (1983)
 MK1030
 MK1030                         *CURRENT SURVEY CONTROL
 MK1030  ___________________________________________________________________
 MK1030* NAD 83(1986)-  41 14 01.     (N)    096 30 09.     (W)     SCALED    
 MK1030* NAVD 88     -       366.659  (meters)    1202.95   (feet)  ADJUSTED  
 MK1030  ___________________________________________________________________
 MK1030  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 MK1030  DYNAMIC HT  -         366.486 (meters)    1202.38  (feet)  COMP
 MK1030  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 MK1030
 MK1030  VERT ORDER  -  SECOND    CLASS 0
 MK1030
 MK1030.The horizontal coordinates were scaled from a topographic map and have
 MK1030.an estimated accuracy of +/- 6 seconds.
 MK1030
 MK1030.The orthometric height was determined by differential leveling
 MK1030.and adjusted by the National Geodetic Survey in June 1991..
 MK1030
 MK1030.The geoid height was determined by GEOID03.
 MK1030
 MK1030.The dynamic height is computed by dividing the NAVD 88
 MK1030.geopotential number by the normal gravity value computed on the
 MK1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1030.degrees latitude (g = 980.6199 gals.).
 MK1030
 MK1030.The modeled gravity was interpolated from observed gravity values.
 MK1030
 MK1030;                    North         East    Units  Estimated Accuracy
 MK1030;SPC NE       -   161,400.      793,050.      MT  (+/- 180 meters Scaled)
 MK1030
 MK1030                          SUPERSEDED SURVEY CONTROL
 MK1030
 MK1030  NGVD 29 (??/??/92)  366.517  (m)         1202.48   (f) ADJ UNCH    2 0
 MK1030
 MK1030.Superseded values are not recommended for survey control.
 MK1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1030.See file dsdata.txt to determine how the superseded data were derived.
 MK1030
 MK1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL093676(NAD 83)
 MK1030_MARKER: DB = BENCH MARK DISK
 MK1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1030_STAMPING: H 304 1950
 MK1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1030+STABILITY: SURFACE MOTION
 MK1030
 MK1030  HISTORY     - Date     Condition        Report By
 MK1030  HISTORY     - 1950     MONUMENTED       CGS
 MK1030  HISTORY     - 1961     GOOD             NGS
 MK1030  HISTORY     - 1984     GOOD             LOCSUR
 MK1030
 MK1030                          STATION DESCRIPTION
 MK1030
 MK1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MK1030'0.8 MI W FROM MEAD.
 MK1030'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT MEAD,
 MK1030'THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 30 ALT, AT THE JUNCTION OF
 MK1030'U.S. HIGHWAY 30 ALT. AT U.S. HIGHWAY 77, 179 FEET SOUTH OF THE
 MK1030'CENTERLINE OF U.S. HIGHWAY 30 ALT., 48 FEET EAST OF THE CENTER OF
 MK1030'A GRAVEL ROAD, 21 FEET SOUTH OF THE CENTER OF THE ROAD INTO FIELD,
 MK1030'3 FEET LOWER THAN THE ROAD, 1 FOOT NORTH OF A METAL WITNESS POST
 MK1030'WITH SIGN, SET IN TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.
 MK1030
 MK1030                          STATION RECOVERY (1984)
 MK1030
 MK1030'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0602 ***********************************************************************
 MK0602  DESIGNATION -  H 305
 MK0602  PID         -  MK0602
 MK0602  STATE/COUNTY-  NE/DODGE
 MK0602  USGS QUAD   -  ARLINGTON (1968)
 MK0602
 MK0602                         *CURRENT SURVEY CONTROL
 MK0602  ___________________________________________________________________
 MK0602* NAD 83(1986)-  41 26 11.     (N)    096 21 26.     (W)     SCALED    
 MK0602* NAVD 88     -       352.963  (meters)    1158.01   (feet)  ADJUSTED  
 MK0602  ___________________________________________________________________
 MK0602  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 MK0602  DYNAMIC HT  -         352.799 (meters)    1157.47  (feet)  COMP
 MK0602  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 MK0602
 MK0602  VERT ORDER  -  SECOND    CLASS 0
 MK0602
 MK0602.The horizontal coordinates were scaled from a topographic map and have
 MK0602.an estimated accuracy of +/- 6 seconds.
 MK0602
 MK0602.The orthometric height was determined by differential leveling
 MK0602.and adjusted by the National Geodetic Survey in June 1991..
 MK0602
 MK0602.The geoid height was determined by GEOID03.
 MK0602
 MK0602.The dynamic height is computed by dividing the NAVD 88
 MK0602.geopotential number by the normal gravity value computed on the
 MK0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0602.degrees latitude (g = 980.6199 gals.).
 MK0602
 MK0602.The modeled gravity was interpolated from observed gravity values.
 MK0602
 MK0602;                    North         East    Units  Estimated Accuracy
 MK0602;SPC NE       -   184,390.      804,260.      MT  (+/- 180 meters Scaled)
 MK0602
 MK0602                          SUPERSEDED SURVEY CONTROL
 MK0602
 MK0602  NGVD 29 (??/??/92)  352.818  (m)         1157.54   (f) ADJ UNCH    2 0
 MK0602
 MK0602.Superseded values are not recommended for survey control.
 MK0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0602.See file dsdata.txt to determine how the superseded data were derived.
 MK0602
 MK0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL207905(NAD 83)
 MK0602_MARKER: DB = BENCH MARK DISK
 MK0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0602_STAMPING: H 305 1950
 MK0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0602+STABILITY: SURFACE MOTION
 MK0602
 MK0602  HISTORY     - Date     Condition        Report By
 MK0602  HISTORY     - 1950     MONUMENTED       CGS
 MK0602
 MK0602                          STATION DESCRIPTION
 MK0602
 MK0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0602'2.2 MI SW FROM ARLINGTON.
 MK0602'0.45 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE CHICAGO AND NORTH
 MK0602'WESTERN RAILROAD STATION AT ARLINGTON, THENCE 1.1 MILES SOUTHWEST
 MK0602'ALONG A WINDING GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG
 MK0602'A GRAVELED ROAD, THENCE 0.45 MILE EAST ALONG A GRAVELED ROAD,
 MK0602'AT A POINT WHERE THE ROAD TURNS SOUTH, 51 FEET NORTHEAST OF THE
 MK0602'CENTER LINE OF THE ROAD, 9 FEET EAST OF THE CENTER LINE OF A
 MK0602'PRIVATE DRIVEWAY LEADING NORTH, 9.7 FEET WEST OF A POWER POLE,
 MK0602'5.6 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 1.7
 MK0602'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0602'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0203 ***********************************************************************
 ML0203  DESIGNATION -  H 306
 ML0203  PID         -  ML0203
 ML0203  STATE/COUNTY-  NE/HOWARD
 ML0203  USGS QUAD   -  WOLBACH SW (1974)
 ML0203
 ML0203                         *CURRENT SURVEY CONTROL
 ML0203  ___________________________________________________________________
 ML0203* NAD 83(1986)-  41 17 03.     (N)    098 24 05.     (W)     SCALED    
 ML0203* NAVD 88     -       547.193  (meters)    1795.25   (feet)  ADJUSTED  
 ML0203  ___________________________________________________________________
 ML0203  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 ML0203  DYNAMIC HT  -         546.921 (meters)    1794.36  (feet)  COMP
 ML0203  MODELED GRAV-     980,107.9   (mgal)                       NAVD 88
 ML0203
 ML0203  VERT ORDER  -  SECOND    CLASS 0
 ML0203
 ML0203.The horizontal coordinates were scaled from a topographic map and have
 ML0203.an estimated accuracy of +/- 6 seconds.
 ML0203
 ML0203.The orthometric height was determined by differential leveling
 ML0203.and adjusted by the National Geodetic Survey in June 1991..
 ML0203
 ML0203.The geoid height was determined by GEOID03.
 ML0203
 ML0203.The dynamic height is computed by dividing the NAVD 88
 ML0203.geopotential number by the normal gravity value computed on the
 ML0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0203.degrees latitude (g = 980.6199 gals.).
 ML0203
 ML0203.The modeled gravity was interpolated from observed gravity values.
 ML0203
 ML0203;                    North         East    Units  Estimated Accuracy
 ML0203;SPC NE       -   162,320.      633,870.      MT  (+/- 180 meters Scaled)
 ML0203
 ML0203                          SUPERSEDED SURVEY CONTROL
 ML0203
 ML0203  NGVD 29 (??/??/92)  546.952  (m)         1794.46   (f) ADJ UNCH    2 0
 ML0203
 ML0203.Superseded values are not recommended for survey control.
 ML0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0203.See file dsdata.txt to determine how the superseded data were derived.
 ML0203
 ML0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL501704(NAD 83)
 ML0203_MARKER: DB = BENCH MARK DISK
 ML0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0203_STAMPING: H 306 1950
 ML0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0203+STABILITY: SURFACE MOTION
 ML0203
 ML0203  HISTORY     - Date     Condition        Report By
 ML0203  HISTORY     - 1950     MONUMENTED       CGS
 ML0203
 ML0203                          STATION DESCRIPTION
 ML0203
 ML0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0203'2.5 MI SW FROM CUSHING.
 ML0203'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 ML0203'AT CUSHING, 0.15 MILE NORTH OF A FARMHOUSE WHICH IS ON THE EAST
 ML0203'SIDE OF A NORTH AND SOUTH ROAD, 300 FEET SOUTH OF THE CENTER
 ML0203'LINE OF THE HIGHWAY, 28 FEET EAST OF THE CENTER LINE OF A
 ML0203'NORTH AND SOUTH ROAD, 28 FEET SOUTH OF BENCH MARK 10-49 (U.S.B.R.),
 ML0203'17 FEET SOUTH OF THE CENTER OF A GATE, 5 FEET SOUTH OF A
 ML0203'TELEPHONE POLE, 1.5 FEET WEST OF A FENCE, 2 FEET NORTH OF A
 ML0203'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0203'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1213 ***********************************************************************
 ML1213  DESIGNATION -  H 307 RESET
 ML1213  PID         -  ML1213
 ML1213  STATE/COUNTY-  NE/NANCE
 ML1213  USGS QUAD   -  BELGRADE SE (1955)
 ML1213
 ML1213                         *CURRENT SURVEY CONTROL
 ML1213  ___________________________________________________________________
 ML1213* NAD 83(1986)-  41 19 20.     (N)    098 06 59.     (W)     SCALED    
 ML1213* NAVD 88     -       525.36   (meters)    1723.6    (feet)  RESET     
 ML1213  ___________________________________________________________________
 ML1213  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 ML1213
 ML1213  VERT ORDER  -  THIRD
 ML1213
 ML1213.The horizontal coordinates were scaled from a topographic map and have
 ML1213.an estimated accuracy of +/- 6 seconds.
 ML1213
 ML1213.The orthometric height was computed from unverified reset data.
 ML1213.No vertical observational check was made to the station.
 ML1213
 ML1213.The geoid height was determined by GEOID03.
 ML1213
 ML1213;                    North         East    Units  Estimated Accuracy
 ML1213;SPC NE       -   167,020.      657,640.      MT  (+/- 180 meters Scaled)
 ML1213
 ML1213                          SUPERSEDED SURVEY CONTROL
 ML1213
 ML1213  NGVD 29 (08/02/06)  525.14   (m)         1722.9    (f) RESET       3  
 ML1213
 ML1213.Superseded values are not recommended for survey control.
 ML1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1213.See file dsdata.txt to determine how the superseded data were derived.
 ML1213
 ML1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL739749(NAD 83)
 ML1213_MARKER: DV = VERTICAL CONTROL DISK
 ML1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1213_SP_SET: CONCRETE POST
 ML1213_STAMPING: H 307 RESET 1983
 ML1213_MARK LOGO: NGS   
 ML1213_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1213+STABILITY: SURFACE MOTION
 ML1213
 ML1213  HISTORY     - Date     Condition        Report By
 ML1213  HISTORY     - 1983     MONUMENTED       NGS
 ML1213
 ML1213                          STATION DESCRIPTION
 ML1213
 ML1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ML1213'0.72 KM (0.45 MI) WEST ALONG FIFTH STREET, FROM THE FULLERTON POST
 ML1213'OFFICE, THENCE 0.24 KM (0.15 MI) LEFT AND SOUTH ALONG JOHNSON STREET,
 ML1213'THENCE 0.72 KM (0.45 MI) RIGHT AND WEST ALONG SEVENTH STREET, THENCE
 ML1213'14.32 KM (8.90 MI) LEFT AND SOUTHWESTERLY ALONG A GRAVELED ROAD TO A
 ML1213'ROAD LEFT AND THE MARK ON THE LEFT, 82.0 M (269.0 FT) SOUTH FROM THE
 ML1213'CENTERLINE OF THE EAST/WEST ROAD, 29.3 M (96.1 FT) SOUTH OF BENCH
 ML1213'MARK 10-68 BOR, 9.1 M (29.9 FT) EAST FROM THE CENTERLINE OF THE
 ML1213'NORTH-SOUTH ROAD, 1.77 M (5.81 FT) NORTH FROM A POWERLINE POLE, 0.9 M
 ML1213'(3.0 FT) WEST FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1579 ***********************************************************************
 MK1579  DESIGNATION -  H 308
 MK1579  PID         -  MK1579
 MK1579  STATE/COUNTY-  NE/NANCE
 MK1579  USGS QUAD   -  FULLERTON NE (1958)
 MK1579
 MK1579                         *CURRENT SURVEY CONTROL
 MK1579  ___________________________________________________________________
 MK1579* NAD 83(1986)-  41 24 34.     (N)    097 47 58.     (W)     SCALED    
 MK1579* NAVD 88     -       481.020  (meters)    1578.15   (feet)  ADJUSTED  
 MK1579  ___________________________________________________________________
 MK1579  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 MK1579  DYNAMIC HT  -         480.796 (meters)    1577.41  (feet)  COMP
 MK1579  MODELED GRAV-     980,142.4   (mgal)                       NAVD 88
 MK1579
 MK1579  VERT ORDER  -  SECOND    CLASS 0
 MK1579
 MK1579.The horizontal coordinates were scaled from a topographic map and have
 MK1579.an estimated accuracy of +/- 6 seconds.
 MK1579
 MK1579.The orthometric height was determined by differential leveling
 MK1579.and adjusted by the National Geodetic Survey in June 1991..
 MK1579
 MK1579.The geoid height was determined by GEOID03.
 MK1579
 MK1579.The dynamic height is computed by dividing the NAVD 88
 MK1579.geopotential number by the normal gravity value computed on the
 MK1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1579.degrees latitude (g = 980.6199 gals.).
 MK1579
 MK1579.The modeled gravity was interpolated from observed gravity values.
 MK1579
 MK1579;                    North         East    Units  Estimated Accuracy
 MK1579;SPC NE       -   177,330.      683,910.      MT  (+/- 180 meters Scaled)
 MK1579
 MK1579                          SUPERSEDED SURVEY CONTROL
 MK1579
 MK1579  NGVD 29 (??/??/92)  480.808  (m)         1577.45   (f) ADJ UNCH    2 0
 MK1579
 MK1579.Superseded values are not recommended for survey control.
 MK1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1579.See file dsdata.txt to determine how the superseded data were derived.
 MK1579
 MK1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL003849(NAD 83)
 MK1579_MARKER: DB = BENCH MARK DISK
 MK1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1579_STAMPING: H 308 1950
 MK1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1579+STABILITY: SURFACE MOTION
 MK1579
 MK1579  HISTORY     - Date     Condition        Report By
 MK1579  HISTORY     - 1950     MONUMENTED       CGS
 MK1579
 MK1579                          STATION DESCRIPTION
 MK1579
 MK1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1579'4.9 MI SW FROM GENOA.
 MK1579'4.9 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1579'AT GENOA, AT A T ROAD JUNCTION, 134 FEET SOUTHEAST OF THE
 MK1579'CENTER LINE OF THE HIGHWAY, 50.5 FEET SOUTHEAST OF THE SOUTHEAST
 MK1579'RAIL OF THE UNION PACIFIC RAILROAD, 62 FEET SOUTHWEST OF THE
 MK1579'CENTER LINE OF A GRAVELED ROAD LEADING SOUTHEAST TO A BUREAU OF
 MK1579'RECLAMATION POWER DAM, 3 FEET NORTHEAST OF A TELEPHONE POLE, 2
 MK1579'FEET SOUTHEAST OF A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS
 MK1579'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MK1579'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1727 ***********************************************************************
 MK1727  DESIGNATION -  H 309
 MK1727  PID         -  MK1727
 MK1727  STATE/COUNTY-  NE/NANCE
 MK1727  USGS QUAD   -  ST EDWARD (1985)
 MK1727
 MK1727                         *CURRENT SURVEY CONTROL
 MK1727  ___________________________________________________________________
 MK1727* NAD 83(1986)-  41 30 37.     (N)    097 47 31.     (W)     SCALED    
 MK1727* NAVD 88     -       496.576  (meters)    1629.18   (feet)  ADJUSTED  
 MK1727  ___________________________________________________________________
 MK1727  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 MK1727  DYNAMIC HT  -         496.350 (meters)    1628.44  (feet)  COMP
 MK1727  MODELED GRAV-     980,151.8   (mgal)                       NAVD 88
 MK1727
 MK1727  VERT ORDER  -  SECOND    CLASS 0
 MK1727
 MK1727.The horizontal coordinates were scaled from a topographic map and have
 MK1727.an estimated accuracy of +/- 6 seconds.
 MK1727
 MK1727.The orthometric height was determined by differential leveling
 MK1727.and adjusted by the National Geodetic Survey in June 1991..
 MK1727
 MK1727.The geoid height was determined by GEOID03.
 MK1727
 MK1727.The dynamic height is computed by dividing the NAVD 88
 MK1727.geopotential number by the normal gravity value computed on the
 MK1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1727.degrees latitude (g = 980.6199 gals.).
 MK1727
 MK1727.The modeled gravity was interpolated from observed gravity values.
 MK1727
 MK1727;                    North         East    Units  Estimated Accuracy
 MK1727;SPC NE       -   188,540.      684,250.      MT  (+/- 180 meters Scaled)
 MK1727
 MK1727                          SUPERSEDED SURVEY CONTROL
 MK1727
 MK1727  NGVD 29 (??/??/92)  496.366  (m)         1628.49   (f) ADJ UNCH    2 0
 MK1727
 MK1727.Superseded values are not recommended for survey control.
 MK1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1727.See file dsdata.txt to determine how the superseded data were derived.
 MK1727
 MK1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL008961(NAD 83)
 MK1727_MARKER: DB = BENCH MARK DISK
 MK1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1727_STAMPING: H 309 1950
 MK1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1727+STABILITY: SURFACE MOTION
 MK1727
 MK1727  HISTORY     - Date     Condition        Report By
 MK1727  HISTORY     - 1950     MONUMENTED       CGS
 MK1727
 MK1727                          STATION DESCRIPTION
 MK1727
 MK1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1727'5.7 MI NW FROM GENOA.
 MK1727'0.6 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1727'GENOA, THENCE 5.1 MILES NORTHWEST ALONG STATE HIGHWAY 39,
 MK1727'IN LINE WITH AN EAST AND WEST ROW OF POWER POLES, 187 FEET
 MK1727'WEST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTH OF THE
 MK1727'CENTER LINE OF AN EAST AND WEST DIRT ROAD, ON THE NORTH SIDE
 MK1727'OF A WINDBREAK, 5 FEET EAST OF THE FIRST POWER POLE WEST OF THE
 MK1727'HIGHWAY, 2.7 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 MK1727'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK1727'THIS MARK IS 1.25 MILES SOUTHEAST OF BENCH MARK 140 (NEBR. GEOD.
 MK1727'S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0235 ***********************************************************************
 MM0235  DESIGNATION -  H 31
 MM0235  PID         -  MM0235
 MM0235  STATE/COUNTY-  NE/KEITH
 MM0235  USGS QUAD   -  MARTIN (1971)
 MM0235
 MM0235                         *CURRENT SURVEY CONTROL
 MM0235  ___________________________________________________________________
 MM0235* NAD 83(1986)-  41 20 25.     (N)    101 43 24.     (W)     SCALED    
 MM0235* NAVD 88     -      1062.049  (meters)    3484.41   (feet)  ADJUSTED  
 MM0235  ___________________________________________________________________
 MM0235  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 MM0235  DYNAMIC HT  -        1061.404 (meters)    3482.29  (feet)  COMP
 MM0235  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 MM0235
 MM0235  VERT ORDER  -  SECOND    CLASS 0
 MM0235
 MM0235.The horizontal coordinates were scaled from a topographic map and have
 MM0235.an estimated accuracy of +/- 6 seconds.
 MM0235
 MM0235.The orthometric height was determined by differential leveling
 MM0235.and adjusted by the National Geodetic Survey in June 1991..
 MM0235
 MM0235.The geoid height was determined by GEOID03.
 MM0235
 MM0235.The dynamic height is computed by dividing the NAVD 88
 MM0235.geopotential number by the normal gravity value computed on the
 MM0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0235.degrees latitude (g = 980.6199 gals.).
 MM0235
 MM0235.The modeled gravity was interpolated from observed gravity values.
 MM0235
 MM0235;                    North         East    Units  Estimated Accuracy
 MM0235;SPC NE       -   168,750.      355,810.      MT  (+/- 180 meters Scaled)
 MM0235
 MM0235                          SUPERSEDED SURVEY CONTROL
 MM0235
 MM0235  NGVD 29 (??/??/92) 1061.601  (m)         3482.94   (f) ADJ UNCH    2 0
 MM0235
 MM0235.Superseded values are not recommended for survey control.
 MM0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0235.See file dsdata.txt to determine how the superseded data were derived.
 MM0235
 MM0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL721801(NAD 83)
 MM0235_MARKER: DB = BENCH MARK DISK
 MM0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0235_STAMPING: H 31 1934
 MM0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0235+STABILITY: SURFACE MOTION
 MM0235
 MM0235  HISTORY     - Date     Condition        Report By
 MM0235  HISTORY     - 1934     MONUMENTED       CGS
 MM0235  HISTORY     - 1941     GOOD             LOCENG
 MM0235  HISTORY     - 19980710 GOOD             USPSQD
 MM0235
 MM0235                          STATION DESCRIPTION
 MM0235
 MM0235'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 MM0235'14.6 MI N FROM OGALLALA.
 MM0235'14.6 MILES NORTH ALONG STATE HIGHWAY 61 FROM OGALLALA, KEITH
 MM0235'COUNTY, 41 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 MM0235'4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0235'STAMPED H 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0235'NOTE-- HIGHWAY 61 HAS BEEN RELOCATED SO AS TO PASS AROUND KINGSLEY
 MM0235'DAM.  THE MARK IS NOW ABOUT 6 MILES FARTHER FROM OGALLALA THAN
 MM0235'BY THE OLD ROAD.
 MM0235
 MM0235                          STATION RECOVERY (1998)
 MM0235
 MM0235'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH6641 ***********************************************************************
 DH6641  DESIGNATION -  H 31
 DH6641  PID         -  DH6641
 DH6641  STATE/COUNTY-  NE/THOMAS
 DH6641  USGS QUAD   -  HALSEY (1986)
 DH6641
 DH6641                         *CURRENT SURVEY CONTROL
 DH6641  ___________________________________________________________________
 DH6641* NAD 83(1995)-  41 55 00.68967(N)    100 16 19.23344(W)     ADJUSTED  
 DH6641* NAVD 88     -       845.50   (meters)    2773.9    (feet)  LEVELING  
 DH6641  ___________________________________________________________________
 DH6641  X           -    -847,702.433 (meters)                     COMP
 DH6641  Y           -  -4,677,593.661 (meters)                     COMP
 DH6641  Z           -   4,239,286.757 (meters)                     COMP
 DH6641  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 DH6641  ELLIP HEIGHT-         823.54  (meters)          (06/30/05) GPS OBS
 DH6641  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 DH6641
 DH6641  HORZ ORDER  -  B
 DH6641  VERT ORDER  -  THIRD ?
 DH6641  ELLP ORDER  -  FOURTH    CLASS I
 DH6641
 DH6641.The horizontal coordinates were established by GPS observations
 DH6641.and adjusted by the National Geodetic Survey in June 2005..
 DH6641
 DH6641.The orthometric height was determined by differential leveling.
 DH6641.The vertical network tie was performed by a horz. field party for horz.
 DH6641.obs reductions. Reset procedures were used to establish the elevation.
 DH6641
 DH6641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6641
 DH6641.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6641
 DH6641.The ellipsoidal height was determined by GPS observations
 DH6641.and is referenced to NAD 83.
 DH6641
 DH6641.The geoid height was determined by GEOID03.
 DH6641
 DH6641;                    North         East     Units Scale Factor Converg.
 DH6641;SPC NE       -   231,361.580   477,441.673   MT  0.99968427   -0 10 48.9
 DH6641;UTM  14      - 4,641,327.446   394,517.250   MT  0.99973691   -0 50 59.4
 DH6641
 DH6641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6641!SPC NE       -   0.99987085  x   0.99968427  =   0.99955516
 DH6641!UTM  14      -   0.99987085  x   0.99973691  =   0.99960779
 DH6641
 DH6641                          SUPERSEDED SURVEY CONTROL
 DH6641
 DH6641.No superseded survey control is available for this station.
 DH6641
 DH6641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM9451741327(NAD 83)
 DH6641_MARKER: DB = BENCH MARK DISK
 DH6641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6641_STAMPING: H 31 1946
 DH6641_MARK LOGO: USGS  
 DH6641_PROJECTION: PROJECTING 10 CENTIMETERS
 DH6641_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6641+STABILITY: SURFACE MOTION
 DH6641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6641+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 DH6641
 DH6641  HISTORY     - Date     Condition        Report By
 DH6641  HISTORY     - 1946     MONUMENTED       USGS
 DH6641  HISTORY     - 20030825 GOOD             NEDR
 DH6641
 DH6641                          STATION DESCRIPTION
 DH6641
 DH6641'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (KSM)
 DH6641'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS (KSM) THE STATION IS
 DH6641'LOCATED ABOUT 1 MI (1.61 KM) NORTH-NORTHWEST OF HALSEY, 10 MI (16.09
 DH6641'KM)  SOUTH OF PURDUM AND 9 MI (14.48 KM) SOUTHEAST OF NATICK. TO REACH
 DH6641'FROM THE INTERSECTION  OF N-2 AND MAIN STREET IN HALSEY, NEBRASKA, GO
 DH6641'NORTH ON THE ASPHALT COUNTY ROAD  APPROXIMATELY 1.04 MI (1.67 KM) TO
 DH6641'THE STATION ON THE LEFT, NEAR THE TOP OF A SMALL CUT. A  STANDARD USGS
 DH6641'BENCHMARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST.PROJECTING 10
 DH6641'CM (4 INCH) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0124 ***********************************************************************
 ML0124  CBN         -  This is a Cooperative Base Network Control Station.
 ML0124  DESIGNATION -  H 310
 ML0124  PID         -  ML0124
 ML0124  STATE/COUNTY-  NE/WHEELER
 ML0124  USGS QUAD   -  SCHOOL NO. 20 (1985)
 ML0124
 ML0124                         *CURRENT SURVEY CONTROL
 ML0124  ___________________________________________________________________
 ML0124* NAD 83(1995)-  41 45 57.77663(N)    098 28 11.73865(W)     ADJUSTED  
 ML0124* NAVD 88     -       635.499  (meters)    2084.97   (feet)  ADJUSTED  
 ML0124  ___________________________________________________________________
 ML0124  X           -    -701,809.179 (meters)                     COMP
 ML0124  Y           -  -4,712,834.506 (meters)                     COMP
 ML0124  Z           -   4,226,664.677 (meters)                     COMP
 ML0124  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 ML0124  ELLIP HEIGHT-         611.07  (meters)          (07/10/01) GPS OBS
 ML0124  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 ML0124  DYNAMIC HT  -         635.202 (meters)    2083.99  (feet)  COMP
 ML0124  MODELED GRAV-     980,134.5   (mgal)                       NAVD 88
 ML0124
 ML0124  HORZ ORDER  -  B
 ML0124  VERT ORDER  -  SECOND    CLASS 0
 ML0124  ELLP ORDER  -  FOURTH    CLASS I
 ML0124
 ML0124.The horizontal coordinates were established by GPS observations
 ML0124.and adjusted by the National Geodetic Survey in June 1996..
 ML0124
 ML0124.The orthometric height was determined by differential leveling
 ML0124.and adjusted by the National Geodetic Survey in June 1991..
 ML0124.WARNING-GPS observations at this control monument resulted in a GPS
 ML0124.derived orthometric height which differed from the leveled height by
 ML0124.more than one decimeter (0.1 meter).
 ML0124
 ML0124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0124
 ML0124.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML0124
 ML0124.The ellipsoidal height was determined by GPS observations
 ML0124.and is referenced to NAD 83.
 ML0124
 ML0124.The geoid height was determined by GEOID03.
 ML0124
 ML0124.The dynamic height is computed by dividing the NAVD 88
 ML0124.geopotential number by the normal gravity value computed on the
 ML0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0124.degrees latitude (g = 980.6199 gals.).
 ML0124
 ML0124.The modeled gravity was interpolated from observed gravity values.
 ML0124
 ML0124;                    North         East     Units Scale Factor Converg.
 ML0124;SPC NE       -   215,706.528   627,182.187   MT  0.99966888   +1 00 50.3
 ML0124;UTM  14      - 4,623,937.209   544,059.855   MT  0.99962389   +0 21 11.1
 ML0124
 ML0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0124!SPC NE       -   0.99990417  x   0.99966888  =   0.99957308
 ML0124!UTM  14      -   0.99990417  x   0.99962389  =   0.99952809
 ML0124
 ML0124                          SUPERSEDED SURVEY CONTROL
 ML0124
 ML0124  ELLIP H (06/25/96)  611.18   (m)                       GP(       ) 1 1
 ML0124  NGVD 29 (??/??/92)  635.259  (m)         2084.18   (f) ADJ UNCH    2 0
 ML0124
 ML0124.Superseded values are not recommended for survey control.
 ML0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0124.See file dsdata.txt to determine how the superseded data were derived.
 ML0124
 ML0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4406023937(NAD 83)
 ML0124_MARKER: DB = BENCH MARK DISK
 ML0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0124_STAMPING: H 310 1950
 ML0124_MARK LOGO: CGS   
 ML0124_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0124+STABILITY: SURFACE MOTION
 ML0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0124+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 ML0124
 ML0124  HISTORY     - Date     Condition        Report By
 ML0124  HISTORY     - 1950     MONUMENTED       CGS
 ML0124  HISTORY     - 19950607 GOOD             NGS
 ML0124  HISTORY     - 20000605 GOOD             NEDR
 ML0124
 ML0124                          STATION DESCRIPTION
 ML0124
 ML0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0124'10.1 MI NW FROM SPALDING.
 ML0124'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION OF
 ML0124'STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE NORTH
 ML0124'ALONG A GRAVELED ROAD, THENCE 2.2 MILES NORTHWEST ALONG A
 ML0124'SAND ROAD, THENCE 1.8 MILES NORTH ALONG A SAND ROAD, AT A Y
 ML0124'ROAD JUNCTION, ON THE OUTSIDE OF A CURVE IN THE MAIN ROAD, 42
 ML0124'FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING
 ML0124'NORTHWEST, 40 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 ML0124'EAST, 33 FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD
 ML0124'LEADING SOUTH, 73 FEET NORTH OF A TELEPHONE POLE, 2 FEET
 ML0124'WEST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN
 ML0124'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 ML0124'GROUND.
 ML0124
 ML0124                          STATION RECOVERY (1995)
 ML0124
 ML0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0124'THE MARK IS LOCATED ABOUT 9 MI (14.5 KM) SOUTH-SOUTHEAST OF BARTLETT,
 ML0124'7 MI (11.3 KM) NORTHWEST OF SPALDING, 4 MI (6.4 KM) EAST OF U.S.
 ML0124'HIGHWAY 281, 2 MI (3.2 KM) NORTH OF THE GREELEY-WHEELER COUNTY LINE,
 ML0124'ON THE EAST RIGHT-OF-WAY OF A COUNTY ROAD AND IN THE NW1/4, SEC27,
 ML0124'T21N, R10W.  TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 281
 ML0124'AND STATE HIGHWAYS 70 AND 91, 7 MI (11.3 KM) SOUTH OF BARTLETT, GO
 ML0124'SOUTH ON U.S. HIGHWAY 281 AND STATE HIGHWAY 91 FOR 2.0 MI (3.2 KM) TO
 ML0124'A SIDE ROAD ON THE LEFT LEADING TO PIBEL LAKE.  TURN LEFT AND GO EAST
 ML0124'ON A PAVED ROAD FOR 1.0 MI (1.6 KM) TO THE END OF ASPHALT AT THE EAST
 ML0124'SIDE OF PIBEL LAKE.  CONTINUE EAST ON A GRAVELED ROAD FOR 3.0 MI (4.8
 ML0124'KM) TO A T-ROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.8 MI
 ML0124'(1.3 KM) TO A CURVE TO THE RIGHT, AND EAST, AND A GRADED ROAD
 ML0124'CONTINUING NORTH, AND THE MARK ON THE RIGHT IN THE NORTHEAST ANGLE OF
 ML0124'THE INTERSECTION.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 ML0124'MONUMENT THAT PROJECTS ABOUT 1 FT (0.3 M) ABOVE THE GROUND SURFACE. IT
 ML0124'IS 44.5 FT (13.6 M) NORTH OF THE EXTENDED CENTERLINE OF THE ROAD
 ML0124'LEADING EAST, 28.5 FT (8.7 M) EAST OF THE CENTERLINE OF THE
 ML0124'NORTH-SOUTH ROAD, 5.8 FT (1.8 M) NORTH OF A FENCE CORNER, 2.7 FT (0.8
 ML0124'M) SOUTH OF A WITNESS POST, 1.5 FT (0.5 M) WEST OF THE EAST
 ML0124'RIGHT-OF-WAY FENCE AND ABOUT 2 FT (0.6 M) HIGHER THAN THE NORTH-SOUTH
 ML0124'ROAD.  REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE MARK.
 ML0124
 ML0124                          STATION RECOVERY (2000)
 ML0124
 ML0124'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 ML0124'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1699 ***********************************************************************
 MK1699  DESIGNATION -  H 311
 MK1699  PID         -  MK1699
 MK1699  STATE/COUNTY-  NE/BOONE
 MK1699  USGS QUAD   -  CLOSTER SE (1985)
 MK1699
 MK1699                         *CURRENT SURVEY CONTROL
 MK1699  ___________________________________________________________________
 MK1699* NAD 83(1986)-  41 49 44.     (N)    097 49 57.     (W)     SCALED    
 MK1699* NAVD 88     -       567.988  (meters)    1863.47   (feet)  ADJUSTED  
 MK1699  ___________________________________________________________________
 MK1699  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 MK1699  DYNAMIC HT  -         567.753 (meters)    1862.70  (feet)  COMP
 MK1699  MODELED GRAV-     980,189.5   (mgal)                       NAVD 88
 MK1699
 MK1699  VERT ORDER  -  SECOND    CLASS 0
 MK1699
 MK1699.The horizontal coordinates were scaled from a topographic map and have
 MK1699.an estimated accuracy of +/- 6 seconds.
 MK1699
 MK1699.The orthometric height was determined by differential leveling
 MK1699.and adjusted by the National Geodetic Survey in June 1991..
 MK1699
 MK1699.The geoid height was determined by GEOID03.
 MK1699
 MK1699.The dynamic height is computed by dividing the NAVD 88
 MK1699.geopotential number by the normal gravity value computed on the
 MK1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1699.degrees latitude (g = 980.6199 gals.).
 MK1699
 MK1699.The modeled gravity was interpolated from observed gravity values.
 MK1699
 MK1699;                    North         East    Units  Estimated Accuracy
 MK1699;SPC NE       -   223,820.      679,980.      MT  (+/- 180 meters Scaled)
 MK1699
 MK1699                          SUPERSEDED SURVEY CONTROL
 MK1699
 MK1699  NGVD 29 (??/??/92)  567.780  (m)         1862.79   (f) ADJ UNCH    2 0
 MK1699
 MK1699.Superseded values are not recommended for survey control.
 MK1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1699.See file dsdata.txt to determine how the superseded data were derived.
 MK1699
 MK1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM969314(NAD 83)
 MK1699_MARKER: DB = BENCH MARK DISK
 MK1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1699_STAMPING: H 311 1950
 MK1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1699+STABILITY: SURFACE MOTION
 MK1699
 MK1699  HISTORY     - Date     Condition        Report By
 MK1699  HISTORY     - 1950     MONUMENTED       CGS
 MK1699  HISTORY     - 1989     GOOD             LOCSUR
 MK1699
 MK1699                          STATION DESCRIPTION
 MK1699
 MK1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1699'8.5 MI NW FROM NEWMAN GROVE.
 MK1699'3.0 MILES WEST ALONG THE STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1699'LUTHERAN CHURCH AT NEWMAN GROVE, THENCE 5.5 MILES NORTH ALONG A
 MK1699'GRAVELED ROAD, AT A ROAD INTERSECTION, 67 FEET WEST OF THE CENTER
 MK1699'LINE OF A NORTH AND SOUTH ROAD, 29 FEET SOUTH OF THE CENTER LINE
 MK1699'OF AN EAST AND WEST ROAD, 12 FEET EAST OF A TELEPHONE POLE, 0.9
 MK1699'FOOT SOUTH OF A FENCE, 2.7 FEET SOUTHEAST OF A WITNESS POST, SET
 MK1699'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MK1699'GROUND.
 MK1699
 MK1699                          STATION RECOVERY (1989)
 MK1699
 MK1699'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1690 ***********************************************************************
 MK1690  DESIGNATION -  H 312
 MK1690  PID         -  MK1690
 MK1690  STATE/COUNTY-  NE/BOONE
 MK1690  USGS QUAD   -  CLOSTER SW (1985)
 MK1690
 MK1690                         *CURRENT SURVEY CONTROL
 MK1690  ___________________________________________________________________
 MK1690* NAD 83(1986)-  41 50 10.     (N)    097 59 14.     (W)     SCALED    
 MK1690* NAVD 88     -       598.594  (meters)    1963.89   (feet)  ADJUSTED  
 MK1690  ___________________________________________________________________
 MK1690  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 MK1690  DYNAMIC HT  -         598.333 (meters)    1963.03  (feet)  COMP
 MK1690  MODELED GRAV-     980,168.2   (mgal)                       NAVD 88
 MK1690
 MK1690  VERT ORDER  -  SECOND    CLASS 0
 MK1690
 MK1690.The horizontal coordinates were scaled from a topographic map and have
 MK1690.an estimated accuracy of +/- 6 seconds.
 MK1690
 MK1690.The orthometric height was determined by differential leveling
 MK1690.and adjusted by the National Geodetic Survey in June 1991..
 MK1690
 MK1690.The geoid height was determined by GEOID03.
 MK1690
 MK1690.The dynamic height is computed by dividing the NAVD 88
 MK1690.geopotential number by the normal gravity value computed on the
 MK1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1690.degrees latitude (g = 980.6199 gals.).
 MK1690
 MK1690.The modeled gravity was interpolated from observed gravity values.
 MK1690
 MK1690;                    North         East    Units  Estimated Accuracy
 MK1690;SPC NE       -   224,310.      667,120.      MT  (+/- 180 meters Scaled)
 MK1690
 MK1690                          SUPERSEDED SURVEY CONTROL
 MK1690
 MK1690  NGVD 29 (??/??/92)  598.370  (m)         1963.15   (f) ADJ UNCH    2 0
 MK1690
 MK1690.Superseded values are not recommended for survey control.
 MK1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1690.See file dsdata.txt to determine how the superseded data were derived.
 MK1690
 MK1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM840320(NAD 83)
 MK1690_MARKER: DB = BENCH MARK DISK
 MK1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1690_STAMPING: H 312 1950
 MK1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1690+STABILITY: SURFACE MOTION
 MK1690
 MK1690  HISTORY     - Date     Condition        Report By
 MK1690  HISTORY     - 1950     MONUMENTED       CGS
 MK1690  HISTORY     - 1989     GOOD             LOCSUR
 MK1690
 MK1690                          STATION DESCRIPTION
 MK1690
 MK1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1690'6.2 MI E FROM PETERSBURG.
 MK1690'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER
 MK1690'AT PETERSBURG, THENCE 4.9 MILES EAST ALONG A GRAVELED ROAD,
 MK1690'THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, 60 FEET EAST OF THE CENTER
 MK1690'LINE OF THE ROAD, 15 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 MK1690'SCHOOLHOUSE, 8 FEET WEST OF THE CENTER OR MAIN ENTRANCE, 0.7 FOOT
 MK1690'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BOTTOM STEP, AND SET IN
 MK1690'TOP OF A CONCRETE POST.
 MK1690
 MK1690                          STATION RECOVERY (1989)
 MK1690
 MK1690'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1323 ***********************************************************************
 NM1323  DESIGNATION -  H 313
 NM1323  PID         -  NM1323
 NM1323  STATE/COUNTY-  NE/ANTELOPE
 NM1323  USGS QUAD   -  OAKDALE (1963)
 NM1323
 NM1323                         *CURRENT SURVEY CONTROL
 NM1323  ___________________________________________________________________
 NM1323* NAD 83(1986)-  42 03 49.     (N)    097 53 40.     (W)     SCALED    
 NM1323* NAVD 88     -       513.319  (meters)    1684.11   (feet)  ADJUSTED  
 NM1323  ___________________________________________________________________
 NM1323  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 NM1323  DYNAMIC HT  -         513.115 (meters)    1683.44  (feet)  COMP
 NM1323  MODELED GRAV-     980,207.4   (mgal)                       NAVD 88
 NM1323
 NM1323  VERT ORDER  -  SECOND    CLASS 0
 NM1323
 NM1323.The horizontal coordinates were scaled from a topographic map and have
 NM1323.an estimated accuracy of +/- 6 seconds.
 NM1323
 NM1323.The orthometric height was determined by differential leveling
 NM1323.and adjusted by the National Geodetic Survey in June 1991..
 NM1323
 NM1323.The geoid height was determined by GEOID03.
 NM1323
 NM1323.The dynamic height is computed by dividing the NAVD 88
 NM1323.geopotential number by the normal gravity value computed on the
 NM1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1323.degrees latitude (g = 980.6199 gals.).
 NM1323
 NM1323.The modeled gravity was interpolated from observed gravity values.
 NM1323
 NM1323;                    North         East    Units  Estimated Accuracy
 NM1323;SPC NE       -   249,740.      674,210.      MT  (+/- 180 meters Scaled)
 NM1323
 NM1323                          SUPERSEDED SURVEY CONTROL
 NM1323
 NM1323  NGVD 29 (??/??/92)  513.115  (m)         1683.44   (f) ADJ UNCH    2 0
 NM1323
 NM1323.Superseded values are not recommended for survey control.
 NM1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1323.See file dsdata.txt to determine how the superseded data were derived.
 NM1323
 NM1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM914574(NAD 83)
 NM1323_MARKER: DB = BENCH MARK DISK
 NM1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1323_STAMPING: H 313 1950
 NM1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1323+STABILITY: SURFACE MOTION
 NM1323
 NM1323  HISTORY     - Date     Condition        Report By
 NM1323  HISTORY     - 1950     MONUMENTED       CGS
 NM1323
 NM1323                          STATION DESCRIPTION
 NM1323
 NM1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1323'3.2 MI NW FROM TILDEN.
 NM1323'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 275 FROM THE CHICAGO AND
 NM1323'NORTH WESTERN RAILROAD STATION AT TILDEN, AT THE TILDEN AIRPORT,
 NM1323'150 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 51.4 FEET
 NM1323'SOUTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE BUILDING, 2.7
 NM1323'FEET WEST OF THE NORTHWEST CORNER OF THE HANGAR, SET IN THE TOP
 NM1323'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0943 ***********************************************************************
 ML0943  DESIGNATION -  H 314
 ML0943  PID         -  ML0943
 ML0943  STATE/COUNTY-  NE/BLAINE
 ML0943  USGS QUAD   -  BREWSTER NW (1978)
 ML0943
 ML0943                         *CURRENT SURVEY CONTROL
 ML0943  ___________________________________________________________________
 ML0943* NAD 83(1986)-  41 53 32.     (N)    099 54 15.     (W)     SCALED    
 ML0943* NAVD 88     -       788.942  (meters)    2588.39   (feet)  ADJUSTED  
 ML0943  ___________________________________________________________________
 ML0943  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 ML0943  DYNAMIC HT  -         788.558 (meters)    2587.13  (feet)  COMP
 ML0943  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 ML0943
 ML0943  VERT ORDER  -  SECOND    CLASS 0
 ML0943
 ML0943.The horizontal coordinates were scaled from a topographic map and have
 ML0943.an estimated accuracy of +/- 6 seconds.
 ML0943
 ML0943.The orthometric height was determined by differential leveling
 ML0943.and adjusted by the National Geodetic Survey in June 1991..
 ML0943
 ML0943.The geoid height was determined by GEOID03.
 ML0943
 ML0943.The dynamic height is computed by dividing the NAVD 88
 ML0943.geopotential number by the normal gravity value computed on the
 ML0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0943.degrees latitude (g = 980.6199 gals.).
 ML0943
 ML0943.The modeled gravity was interpolated from observed gravity values.
 ML0943
 ML0943;                    North         East    Units  Estimated Accuracy
 ML0943;SPC NE       -   228,600.      507,950.      MT  (+/- 180 meters Scaled)
 ML0943
 ML0943                          SUPERSEDED SURVEY CONTROL
 ML0943
 ML0943  NGVD 29 (??/??/92)  788.658  (m)         2587.46   (f) ADJ UNCH    2 0
 ML0943
 ML0943.Superseded values are not recommended for survey control.
 ML0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0943.See file dsdata.txt to determine how the superseded data were derived.
 ML0943
 ML0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM249382(NAD 83)
 ML0943_MARKER: DB = BENCH MARK DISK
 ML0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0943_STAMPING: H 314 1950
 ML0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0943+STABILITY: SURFACE MOTION
 ML0943
 ML0943  HISTORY     - Date     Condition        Report By
 ML0943  HISTORY     - 1950     MONUMENTED       CGS
 ML0943
 ML0943                          STATION DESCRIPTION
 ML0943
 ML0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0943'6 MI SW FROM BREWSTER.
 ML0943'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 ML0943'AT BREWSTER, THENCE 2.55 MILES SOUTHEAST ALONG A SAND ROAD, 105
 ML0943'FEET WEST OF THE WEST LEG OF A WINDMILL TOWER, 66 FEET NORTH OF
 ML0943'AN EAST AND WEST FENCE, 3 FEET SOUTHEAST OF THE NORTHWEST CORNER
 ML0943'OF A STOCK PEN FENCE, 1.5 FEET SOUTHWEST OF THE SOUTHWEST FENCE
 ML0943'OF A LOADING CHUTE, 2.3 FEET NORTHWEST OF A WITNESS POST, SET
 ML0943'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0943'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0607 ***********************************************************************
 LH0607  DESIGNATION -  H 315
 LH0607  PID         -  LH0607
 LH0607  STATE/COUNTY-  NE/DAWSON
 LH0607  USGS QUAD   -  MILLER (1962)
 LH0607
 LH0607                         *CURRENT SURVEY CONTROL
 LH0607  ___________________________________________________________________
 LH0607* NAD 83(1986)-  40 56 52.     (N)    099 29 00.     (W)     SCALED    
 LH0607* NAVD 88     -       723.026  (meters)    2372.13   (feet)  ADJUSTED  
 LH0607  ___________________________________________________________________
 LH0607  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 LH0607  DYNAMIC HT  -         722.621 (meters)    2370.80  (feet)  COMP
 LH0607  MODELED GRAV-     980,040.2   (mgal)                       NAVD 88
 LH0607
 LH0607  VERT ORDER  -  SECOND    CLASS 0
 LH0607
 LH0607.The horizontal coordinates were scaled from a topographic map and have
 LH0607.an estimated accuracy of +/- 6 seconds.
 LH0607
 LH0607.The orthometric height was determined by differential leveling
 LH0607.and adjusted by the National Geodetic Survey in June 1991..
 LH0607
 LH0607.The geoid height was determined by GEOID03.
 LH0607
 LH0607.The dynamic height is computed by dividing the NAVD 88
 LH0607.geopotential number by the normal gravity value computed on the
 LH0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0607.degrees latitude (g = 980.6199 gals.).
 LH0607
 LH0607.The modeled gravity was interpolated from observed gravity values.
 LH0607
 LH0607;                    North         East    Units  Estimated Accuracy
 LH0607;SPC NE       -   123,860.      543,490.      MT  (+/- 180 meters Scaled)
 LH0607
 LH0607                          SUPERSEDED SURVEY CONTROL
 LH0607
 LH0607  NGVD 29 (??/??/92)  722.763  (m)         2371.26   (f) ADJ UNCH    2 0
 LH0607
 LH0607.Superseded values are not recommended for survey control.
 LH0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0607.See file dsdata.txt to determine how the superseded data were derived.
 LH0607
 LH0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML593330(NAD 83)
 LH0607_MARKER: DB = BENCH MARK DISK
 LH0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0607_STAMPING: H 315 1950
 LH0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0607+STABILITY: SURFACE MOTION
 LH0607
 LH0607  HISTORY     - Date     Condition        Report By
 LH0607  HISTORY     - 1950     MONUMENTED       CGS
 LH0607  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0607
 LH0607                          STATION DESCRIPTION
 LH0607
 LH0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0607'1.3 MI E FROM SUMNER.
 LH0607'1.3 MILES EAST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0607'RAILROAD STATION AT SUMNER, AT A ROAD INTERSECTION, 102 FEET SOUTH
 LH0607'OF THE CENTER LINE OF THE HIGHWAY, 24 FEET WEST OF THE CENTER
 LH0607'LINE OF A NORTH AND SOUTH ROAD, 31 FEET NORTH OF A POWER POLE,
 LH0607'1.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LH0607'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0607
 LH0607                          STATION RECOVERY (1983)
 LH0607
 LH0607'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0757 ***********************************************************************
 ML0757  DESIGNATION -  H 316
 ML0757  PID         -  ML0757
 ML0757  STATE/COUNTY-  NE/DAWSON
 ML0757  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0757
 ML0757                         *CURRENT SURVEY CONTROL
 ML0757  ___________________________________________________________________
 ML0757* NAD 83(1986)-  41 00 01.     (N)    099 44 56.     (W)     SCALED    
 ML0757* NAVD 88     -       781.623  (meters)    2564.37   (feet)  ADJUSTED  
 ML0757  ___________________________________________________________________
 ML0757  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 ML0757  DYNAMIC HT  -         781.168 (meters)    2562.88  (feet)  COMP
 ML0757  MODELED GRAV-     980,016.1   (mgal)                       NAVD 88
 ML0757
 ML0757  VERT ORDER  -  SECOND    CLASS 0
 ML0757
 ML0757.The horizontal coordinates were scaled from a topographic map and have
 ML0757.an estimated accuracy of +/- 6 seconds.
 ML0757
 ML0757.The orthometric height was determined by differential leveling
 ML0757.and adjusted by the National Geodetic Survey in June 1991..
 ML0757
 ML0757.The geoid height was determined by GEOID03.
 ML0757
 ML0757.The dynamic height is computed by dividing the NAVD 88
 ML0757.geopotential number by the normal gravity value computed on the
 ML0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0757.degrees latitude (g = 980.6199 gals.).
 ML0757
 ML0757.The modeled gravity was interpolated from observed gravity values.
 ML0757
 ML0757;                    North         East    Units  Estimated Accuracy
 ML0757;SPC NE       -   129,590.      521,120.      MT  (+/- 180 meters Scaled)
 ML0757
 ML0757                          SUPERSEDED SURVEY CONTROL
 ML0757
 ML0757  NGVD 29 (??/??/92)  781.320  (m)         2563.38   (f) ADJ UNCH    2 0
 ML0757
 ML0757.Superseded values are not recommended for survey control.
 ML0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0757.See file dsdata.txt to determine how the superseded data were derived.
 ML0757
 ML0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML370390(NAD 83)
 ML0757_MARKER: DB = BENCH MARK DISK
 ML0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0757_STAMPING: H 316 1950
 ML0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0757+STABILITY: SURFACE MOTION
 ML0757
 ML0757  HISTORY     - Date     Condition        Report By
 ML0757  HISTORY     - 1950     MONUMENTED       CGS
 ML0757
 ML0757                          STATION DESCRIPTION
 ML0757
 ML0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0757'8 MI SW FROM EDDYVILLE.
 ML0757'0.5 MILE SOUTH ALONG STATE HIGHWAY 40 FROM THE POST OFFICE AT
 ML0757'EDDYVILLE, THENCE 2.5 MILES WEST ALONG A GRAVELED ROAD, THENCE
 ML0757'0.2 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 4.8 MILES
 ML0757'NORTHWEST ALONG A GRADED DIRT ROAD, AT A JUNCTION WITH STATE
 ML0757'HIGHWAY 21, ON THE NORTH SLOPE OF A HILL, 186 FEET SOUTH OF THE
 ML0757'CENTER LINE OF A DIRT ROAD LEADING WEST, 159 FEET SOUTHWEST OF
 ML0757'THE CENTER LINE OF THE HIGHWAY, 2.4 FEET EAST OF A FENCE, 1.5
 ML0757'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0757'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0063 ***********************************************************************
 MM0063  DESIGNATION -  H 317
 MM0063  PID         -  MM0063
 MM0063  STATE/COUNTY-  NE/CUSTER
 MM0063  USGS QUAD   -  DAVENPORT TABLE (1972)
 MM0063
 MM0063                         *CURRENT SURVEY CONTROL
 MM0063  ___________________________________________________________________
 MM0063* NAD 83(1986)-  41 22 43.     (N)    100 03 49.     (W)     SCALED    
 MM0063* NAVD 88     -       803.384  (meters)    2635.77   (feet)  ADJUSTED  
 MM0063  ___________________________________________________________________
 MM0063  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 MM0063  DYNAMIC HT  -         802.943 (meters)    2634.32  (feet)  COMP
 MM0063  MODELED GRAV-     980,048.1   (mgal)                       NAVD 88
 MM0063
 MM0063  VERT ORDER  -  SECOND    CLASS 0
 MM0063
 MM0063.The horizontal coordinates were scaled from a topographic map and have
 MM0063.an estimated accuracy of +/- 6 seconds.
 MM0063
 MM0063.The orthometric height was determined by differential leveling
 MM0063.and adjusted by the National Geodetic Survey in June 1991..
 MM0063
 MM0063.The geoid height was determined by GEOID03.
 MM0063
 MM0063.The dynamic height is computed by dividing the NAVD 88
 MM0063.geopotential number by the normal gravity value computed on the
 MM0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0063.degrees latitude (g = 980.6199 gals.).
 MM0063
 MM0063.The modeled gravity was interpolated from observed gravity values.
 MM0063
 MM0063;                    North         East    Units  Estimated Accuracy
 MM0063;SPC NE       -   171,570.      494,680.      MT  (+/- 180 meters Scaled)
 MM0063
 MM0063                          SUPERSEDED SURVEY CONTROL
 MM0063
 MM0063  NGVD 29 (??/??/92)  803.131  (m)         2634.94   (f) ADJ UNCH    2 0
 MM0063
 MM0063.Superseded values are not recommended for survey control.
 MM0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0063.See file dsdata.txt to determine how the superseded data were derived.
 MM0063
 MM0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML110813(NAD 83)
 MM0063_MARKER: DB = BENCH MARK DISK
 MM0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0063_STAMPING: H 317 1950
 MM0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0063+STABILITY: SURFACE MOTION
 MM0063
 MM0063  HISTORY     - Date     Condition        Report By
 MM0063  HISTORY     - 1950     MONUMENTED       CGS
 MM0063
 MM0063                          STATION DESCRIPTION
 MM0063
 MM0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0063'9 MI SE FROM ARNOLD.
 MM0063'3.0 MILES EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92 FROM THE
 MM0063'UNION PACIFIC RAILROAD STATION AT ARNOLD, THENCE 0.8 MILE SOUTH
 MM0063'ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTHEAST ALONG A GRAVELED
 MM0063'ROAD, THENCE 1.15 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.9
 MM0063'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A
 MM0063'GRAVELED ROAD, AT A ROAD JUNCTION, 105 FEET SOUTHEAST OF THE CENTER
 MM0063'LINE OF THE GRAVELED ROAD, 28 FEET EAST OF THE CENTER LINE OF A
 MM0063'DIRT ROAD LEADING SOUTH, 16 FEET NORTHWEST OF A POWER POLE, 1.4
 MM0063'FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN
 MM0063'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0811 ***********************************************************************
 ML0811  DESIGNATION -  H 318
 ML0811  PID         -  ML0811
 ML0811  STATE/COUNTY-  NE/CUSTER
 ML0811  USGS QUAD   -  CALLAWAY NW (1951)
 ML0811
 ML0811                         *CURRENT SURVEY CONTROL
 ML0811  ___________________________________________________________________
 ML0811* NAD 83(1986)-  41 23 10.     (N)    099 54 57.     (W)     SCALED    
 ML0811* NAVD 88     -       822.195  (meters)    2697.48   (feet)  ADJUSTED  
 ML0811  ___________________________________________________________________
 ML0811  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 ML0811  DYNAMIC HT  -         821.750 (meters)    2696.02  (feet)  COMP
 ML0811  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 ML0811
 ML0811  VERT ORDER  -  SECOND    CLASS 0
 ML0811
 ML0811.The horizontal coordinates were scaled from a topographic map and have
 ML0811.an estimated accuracy of +/- 6 seconds.
 ML0811
 ML0811.The orthometric height was determined by differential leveling
 ML0811.and adjusted by the National Geodetic Survey in June 1991..
 ML0811
 ML0811.The geoid height was determined by GEOID03.
 ML0811
 ML0811.The dynamic height is computed by dividing the NAVD 88
 ML0811.geopotential number by the normal gravity value computed on the
 ML0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0811.degrees latitude (g = 980.6199 gals.).
 ML0811
 ML0811.The modeled gravity was interpolated from observed gravity values.
 ML0811
 ML0811;                    North         East    Units  Estimated Accuracy
 ML0811;SPC NE       -   172,400.      507,040.      MT  (+/- 180 meters Scaled)
 ML0811
 ML0811                          SUPERSEDED SURVEY CONTROL
 ML0811
 ML0811  NGVD 29 (??/??/92)  821.949  (m)         2696.68   (f) ADJ UNCH    2 0
 ML0811
 ML0811.Superseded values are not recommended for survey control.
 ML0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0811.See file dsdata.txt to determine how the superseded data were derived.
 ML0811
 ML0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML234820(NAD 83)
 ML0811_MARKER: DB = BENCH MARK DISK
 ML0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0811_STAMPING: H 318 1950
 ML0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0811+STABILITY: SURFACE MOTION
 ML0811
 ML0811  HISTORY     - Date     Condition        Report By
 ML0811  HISTORY     - 1950     MONUMENTED       CGS
 ML0811
 ML0811                          STATION DESCRIPTION
 ML0811
 ML0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0811'7.7 MI NW FROM CALLAWAY.
 ML0811'0.3 MILE NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0811'UNION PACIFIC RAILWAY STATION AT CALLAWAY, THENCE 1.6 MILES NORTH
 ML0811'ALONG A GRAVELED ROAD, THENCE 3.7 MILES NORTH ALONG A WINDING
 ML0811'DIRT ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE 1.9
 ML0811'MILES NORTH ALONG A DIRT ROAD, 0.1 MILE NORTH OF A ROAD JUNCTION
 ML0811'WITH A DIRT ROAD LEADING WEST, ON THE WEST SLOPE OF A HILL,
 ML0811'23 FEET EAST OF THE CENTER LINE OF THE ROAD, 4.0 FEET EAST OF
 ML0811'THE ROAD RIGHT OF WAY FENCE, 1.2 FEET WEST OF A REFERENCE POST,
 ML0811'AND SET IN THE TOP OF A 5 FOOT CONCRETE POST PROJECTING 0.4 FOOT
 ML0811'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0959 ***********************************************************************
 ML0959  DESIGNATION -  H 319
 ML0959  PID         -  ML0959
 ML0959  STATE/COUNTY-  NE/BLAINE
 ML0959  USGS QUAD   -  ALMERIA SW (1952)
 ML0959
 ML0959                         *CURRENT SURVEY CONTROL
 ML0959  ___________________________________________________________________
 ML0959* NAD 83(1986)-  41 46 10.     (N)    099 43 04.     (W)     SCALED    
 ML0959* NAVD 88     -       814.891  (meters)    2673.52   (feet)  ADJUSTED  
 ML0959  ___________________________________________________________________
 ML0959  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 ML0959  DYNAMIC HT  -         814.482 (meters)    2672.18  (feet)  COMP
 ML0959  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 ML0959
 ML0959  VERT ORDER  -  SECOND    CLASS 0
 ML0959
 ML0959.The horizontal coordinates were scaled from a topographic map and have
 ML0959.an estimated accuracy of +/- 6 seconds.
 ML0959
 ML0959.The orthometric height was determined by differential leveling
 ML0959.and adjusted by the National Geodetic Survey in June 1991..
 ML0959
 ML0959.The geoid height was determined by GEOID03.
 ML0959
 ML0959.The dynamic height is computed by dividing the NAVD 88
 ML0959.geopotential number by the normal gravity value computed on the
 ML0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0959.degrees latitude (g = 980.6199 gals.).
 ML0959
 ML0959.The modeled gravity was interpolated from observed gravity values.
 ML0959
 ML0959;                    North         East    Units  Estimated Accuracy
 ML0959;SPC NE       -   215,000.      523,460.      MT  (+/- 180 meters Scaled)
 ML0959
 ML0959                          SUPERSEDED SURVEY CONTROL
 ML0959
 ML0959  NGVD 29 (??/??/92)  814.610  (m)         2672.60   (f) ADJ UNCH    2 0
 ML0959
 ML0959.Superseded values are not recommended for survey control.
 ML0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0959.See file dsdata.txt to determine how the superseded data were derived.
 ML0959
 ML0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM403244(NAD 83)
 ML0959_MARKER: DB = BENCH MARK DISK
 ML0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0959_STAMPING: H 319 1950
 ML0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0959+STABILITY: SURFACE MOTION
 ML0959
 ML0959  HISTORY     - Date     Condition        Report By
 ML0959  HISTORY     - 1950     MONUMENTED       CGS
 ML0959
 ML0959                          STATION DESCRIPTION
 ML0959
 ML0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0959'4 MI N FROM MILBURN.
 ML0959'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0959'MILBURN, THENCE 3.05 MILES NORTH ALONG A WINDING DIRT ROAD,
 ML0959'0.15 MILE WEST OF SAND RIDGE SCHOOL, 80 FEET NORTH OF THE CENTER
 ML0959'LINE OF A DIRT ROAD, 32 FEET EAST OF AN ELM TREE, AT THE SOUTH
 ML0959'END OF A ROW OF ELM TREES, 14 FEET EAST OF THE CENTER LINE OF
 ML0959'A DIM TRACK ROAD LEADING NORTH, 1.2 FEET WEST OF A FENCE, 1 FOOT
 ML0959'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0959'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0268 ***********************************************************************
 MM0268  DESIGNATION -  H 32
 MM0268  PID         -  MM0268
 MM0268  STATE/COUNTY-  NE/GRANT
 MM0268  USGS QUAD   -  PRATT VALLEY (1985)
 MM0268
 MM0268                         *CURRENT SURVEY CONTROL
 MM0268  ___________________________________________________________________
 MM0268* NAD 83(1986)-  41 55 26.     (N)    101 43 17.     (W)     SCALED    
 MM0268* NAVD 88     -      1130.353  (meters)    3708.50   (feet)  ADJUSTED  
 MM0268  ___________________________________________________________________
 MM0268  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 MM0268  DYNAMIC HT  -        1129.722 (meters)    3706.43  (feet)  COMP
 MM0268  MODELED GRAV-     980,024.3   (mgal)                       NAVD 88
 MM0268
 MM0268  VERT ORDER  -  SECOND    CLASS 0
 MM0268
 MM0268.The horizontal coordinates were scaled from a topographic map and have
 MM0268.an estimated accuracy of +/- 6 seconds.
 MM0268
 MM0268.The orthometric height was determined by differential leveling
 MM0268.and adjusted by the National Geodetic Survey in June 1991..
 MM0268
 MM0268.The geoid height was determined by GEOID03.
 MM0268
 MM0268.The dynamic height is computed by dividing the NAVD 88
 MM0268.geopotential number by the normal gravity value computed on the
 MM0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0268.degrees latitude (g = 980.6199 gals.).
 MM0268
 MM0268.The modeled gravity was interpolated from observed gravity values.
 MM0268
 MM0268;                    North         East    Units  Estimated Accuracy
 MM0268;SPC NE       -   233,530.      357,270.      MT  (+/- 180 meters Scaled)
 MM0268
 MM0268                          SUPERSEDED SURVEY CONTROL
 MM0268
 MM0268  NGVD 29 (??/??/92) 1129.885  (m)         3706.96   (f) ADJ UNCH    2 0
 MM0268
 MM0268.Superseded values are not recommended for survey control.
 MM0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0268.See file dsdata.txt to determine how the superseded data were derived.
 MM0268
 MM0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM743449(NAD 83)
 MM0268_MARKER: DB = BENCH MARK DISK
 MM0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0268_STAMPING: H 32 1934
 MM0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0268+STABILITY: SURFACE MOTION
 MM0268
 MM0268  HISTORY     - Date     Condition        Report By
 MM0268  HISTORY     - 1934     MONUMENTED       CGS
 MM0268  HISTORY     - 1984     GOOD             USGS
 MM0268
 MM0268                          STATION DESCRIPTION
 MM0268
 MM0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0268'7.1 MI SE FROM HYANNIS.
 MM0268'7.1 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0268'COUNTY, 0.5 MILE NORTH OF THE INTERSECTION OF THE LINE OF AN
 MM0268'EAST-AND-WEST FENCE, 1/4 MILE NORTHEAST OF A WINDMILL, AND 82
 MM0268'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 MM0268'STAMPED H 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0268
 MM0268                          STATION RECOVERY (1984)
 MM0268
 MM0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0268'HYANNIS, ABOUT 5.2 MILES SOUTH AND ABOUT 1.8 MILES EAST OF, T. 23 N.,
 MM0268'R. 38 W. NEAR THE CENTER OF THE E/2 OF SECTION 33. 342 FEET WEST OF A
 MM0268'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0842 ***********************************************************************
 LH0842  DESIGNATION -  H 320
 LH0842  PID         -  LH0842
 LH0842  STATE/COUNTY-  NE/DAWSON
 LH0842  USGS QUAD   -  BUFFALO (1962)
 LH0842
 LH0842                         *CURRENT SURVEY CONTROL
 LH0842  ___________________________________________________________________
 LH0842* NAD 83(1986)-  40 54 58.     (N)    099 50 41.     (W)     SCALED    
 LH0842* NAVD 88     -       763.516  (meters)    2504.97   (feet)  ADJUSTED  
 LH0842  ___________________________________________________________________
 LH0842  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 LH0842  DYNAMIC HT  -         763.072 (meters)    2503.51  (feet)  COMP
 LH0842  MODELED GRAV-     980,017.7   (mgal)                       NAVD 88
 LH0842
 LH0842  VERT ORDER  -  SECOND    CLASS 0
 LH0842
 LH0842.The horizontal coordinates were scaled from a topographic map and have
 LH0842.an estimated accuracy of +/- 6 seconds.
 LH0842
 LH0842.The orthometric height was determined by differential leveling
 LH0842.and adjusted by the National Geodetic Survey in June 1991..
 LH0842
 LH0842.The geoid height was determined by GEOID03.
 LH0842
 LH0842.The dynamic height is computed by dividing the NAVD 88
 LH0842.geopotential number by the normal gravity value computed on the
 LH0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0842.degrees latitude (g = 980.6199 gals.).
 LH0842
 LH0842.The modeled gravity was interpolated from observed gravity values.
 LH0842
 LH0842;                    North         East    Units  Estimated Accuracy
 LH0842;SPC NE       -   120,230.      513,080.      MT  (+/- 180 meters Scaled)
 LH0842
 LH0842                          SUPERSEDED SURVEY CONTROL
 LH0842
 LH0842  NGVD 29 (??/??/92)  763.219  (m)         2503.99   (f) ADJ UNCH    2 0
 LH0842
 LH0842.Superseded values are not recommended for survey control.
 LH0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0842.See file dsdata.txt to determine how the superseded data were derived.
 LH0842
 LH0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML288297(NAD 83)
 LH0842_MARKER: DB = BENCH MARK DISK
 LH0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0842_STAMPING: H 320 1950
 LH0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0842+STABILITY: SURFACE MOTION
 LH0842
 LH0842  HISTORY     - Date     Condition        Report By
 LH0842  HISTORY     - 1950     MONUMENTED       CGS
 LH0842
 LH0842                          STATION DESCRIPTION
 LH0842
 LH0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0842'5.7 MI S FROM BUFFALO.
 LH0842'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LH0842'BUFFALO, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, THENCE
 LH0842'5.0 MILES SOUTH ALONG A GRAVELED ROAD, 102 FEET EAST OF THE
 LH0842'CENTER LINE OF A NORTH AND SOUTH ROAD, 71 FEET EAST OF A
 LH0842'FENCE CORNER, 29 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 LH0842'WEST ROAD, 1 FOOT NORTH OF A FENCE, 1.8 FEET WEST OF A WITNESS
 LH0842'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 LH0842'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0782 ***********************************************************************
 ML0782  DESIGNATION -  H 321
 ML0782  PID         -  ML0782
 ML0782  STATE/COUNTY-  NE/CUSTER
 ML0782  USGS QUAD   -  OCONTO (1974)
 ML0782
 ML0782                         *CURRENT SURVEY CONTROL
 ML0782  ___________________________________________________________________
 ML0782* NAD 83(1986)-  41 09 39.     (N)    099 47 30.     (W)     SCALED    
 ML0782* NAVD 88     -       790.723  (meters)    2594.23   (feet)  ADJUSTED  
 ML0782  ___________________________________________________________________
 ML0782  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 ML0782  DYNAMIC HT  -         790.285 (meters)    2592.79  (feet)  COMP
 ML0782  MODELED GRAV-     980,042.7   (mgal)                       NAVD 88
 ML0782
 ML0782  VERT ORDER  -  SECOND    CLASS 0
 ML0782
 ML0782.The horizontal coordinates were scaled from a topographic map and have
 ML0782.an estimated accuracy of +/- 6 seconds.
 ML0782
 ML0782.The orthometric height was determined by differential leveling
 ML0782.and adjusted by the National Geodetic Survey in June 1991..
 ML0782
 ML0782.The geoid height was determined by GEOID03.
 ML0782
 ML0782.The dynamic height is computed by dividing the NAVD 88
 ML0782.geopotential number by the normal gravity value computed on the
 ML0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0782.degrees latitude (g = 980.6199 gals.).
 ML0782
 ML0782.The modeled gravity was interpolated from observed gravity values.
 ML0782
 ML0782;                    North         East    Units  Estimated Accuracy
 ML0782;SPC NE       -   147,410.      517,480.      MT  (+/- 180 meters Scaled)
 ML0782
 ML0782                          SUPERSEDED SURVEY CONTROL
 ML0782
 ML0782  NGVD 29 (??/??/92)  790.449  (m)         2593.33   (f) ADJ UNCH    2 0
 ML0782
 ML0782.Superseded values are not recommended for survey control.
 ML0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0782.See file dsdata.txt to determine how the superseded data were derived.
 ML0782
 ML0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML335569(NAD 83)
 ML0782_MARKER: DB = BENCH MARK DISK
 ML0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0782_STAMPING: H 321 1950
 ML0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0782+STABILITY: SURFACE MOTION
 ML0782
 ML0782  HISTORY     - Date     Condition        Report By
 ML0782  HISTORY     - 1950     MONUMENTED       CGS
 ML0782  HISTORY     - 1983     GOOD             LOCSUR
 ML0782  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 ML0782
 ML0782                          STATION DESCRIPTION
 ML0782
 ML0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0782'2 MI NW FROM OCONTO.
 ML0782'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0782'RAILROAD STATION AT OCONTO, 500 FEET NORTHWEST OF A SMALL BRIDGE
 ML0782'AND A PRIVATE DRIVEWAY WHICH LEADS WEST TO A FARMHOUSE, 35 FEET
 ML0782'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET SOUTHWEST
 ML0782'OF THE SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD, 5 FEET
 ML0782'NORTH OF A TELEPHONE POLE, 3 FEET NORTHEAST OF A FENCE, 3 FEET
 ML0782'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0782'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0782
 ML0782                          STATION RECOVERY (1983)
 ML0782
 ML0782'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ML0782'RECOVERED IN GOOD CONDITION.
 ML0782
 ML0782                          STATION RECOVERY (1985)
 ML0782
 ML0782'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 ML0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0299 ***********************************************************************
 ML0299  DESIGNATION -  H 322
 ML0299  PID         -  ML0299
 ML0299  STATE/COUNTY-  NE/SHERMAN
 ML0299  USGS QUAD   -  LOUP CITY (1978)
 ML0299
 ML0299                         *CURRENT SURVEY CONTROL
 ML0299  ___________________________________________________________________
 ML0299* NAD 83(1986)-  41 15 53.     (N)    098 56 07.     (W)     SCALED    
 ML0299* NAVD 88     -       648.613  (meters)    2127.99   (feet)  ADJUSTED  
 ML0299  ___________________________________________________________________
 ML0299  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 ML0299  DYNAMIC HT  -         648.281 (meters)    2126.90  (feet)  COMP
 ML0299  MODELED GRAV-     980,090.0   (mgal)                       NAVD 88
 ML0299
 ML0299  VERT ORDER  -  FIRST     CLASS II
 ML0299
 ML0299.The horizontal coordinates were scaled from a topographic map and have
 ML0299.an estimated accuracy of +/- 6 seconds.
 ML0299
 ML0299.The orthometric height was determined by differential leveling
 ML0299.and adjusted by the National Geodetic Survey in June 1991..
 ML0299
 ML0299.The geoid height was determined by GEOID03.
 ML0299
 ML0299.The dynamic height is computed by dividing the NAVD 88
 ML0299.geopotential number by the normal gravity value computed on the
 ML0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0299.degrees latitude (g = 980.6199 gals.).
 ML0299
 ML0299.The modeled gravity was interpolated from observed gravity values.
 ML0299
 ML0299;                    North         East    Units  Estimated Accuracy
 ML0299;SPC NE       -   159,470.      589,190.      MT  (+/- 180 meters Scaled)
 ML0299
 ML0299                          SUPERSEDED SURVEY CONTROL
 ML0299
 ML0299  NGVD 29 (??/??/92)  648.368  (m)         2127.19   (f) ADJ UNCH    1 2
 ML0299
 ML0299.Superseded values are not recommended for survey control.
 ML0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0299.See file dsdata.txt to determine how the superseded data were derived.
 ML0299
 ML0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL054681(NAD 83)
 ML0299_MARKER: DB = BENCH MARK DISK
 ML0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0299_STAMPING: H 322 1950
 ML0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0299+STABILITY: SURFACE MOTION
 ML0299
 ML0299  HISTORY     - Date     Condition        Report By
 ML0299  HISTORY     - 1950     MONUMENTED       CGS
 ML0299
 ML0299                          STATION DESCRIPTION
 ML0299
 ML0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0299'2.1 MI SE FROM LOUP CITY.
 ML0299'2.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0299'RAILROAD FROM THE STATION AT LOUP CITY, 13 1/2 RAILS NORTHEAST
 ML0299'OF MILEPOST 38, 51 FEET NORTHWEST OF THE NORTHWEST RAIL, 26 FEET
 ML0299'NORTH OF THE CENTER LINE OF A ROAD, 3 FEET NORTHEAST OF A FENCE
 ML0299'CORNER, 1.4 FEET SOUTHEAST OF A FENCE, 1.4 FEET SOUTHWEST OF A
 ML0299'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0299'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0718 ***********************************************************************
 ML0718  DESIGNATION -  H 323 RESET
 ML0718  PID         -  ML0718
 ML0718  STATE/COUNTY-  NE/VALLEY
 ML0718  USGS QUAD   -  ARCADIA EAST (1978)
 ML0718
 ML0718                         *CURRENT SURVEY CONTROL
 ML0718  ___________________________________________________________________
 ML0718* NAD 83(1986)-  41 25 24.     (N)    099 04 20.     (W)     SCALED    
 ML0718* NAVD 88     -       692.82   (meters)    2273.0    (feet)  RESET     
 ML0718  ___________________________________________________________________
 ML0718  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 ML0718
 ML0718  VERT ORDER  -  THIRD
 ML0718
 ML0718.The horizontal coordinates were scaled from a topographic map and have
 ML0718.an estimated accuracy of +/- 6 seconds.
 ML0718
 ML0718.The orthometric height was computed from unverified reset data.
 ML0718
 ML0718.The geoid height was determined by GEOID03.
 ML0718
 ML0718;                    North         East    Units  Estimated Accuracy
 ML0718;SPC NE       -   176,950.      577,530.      MT  (+/- 180 meters Scaled)
 ML0718
 ML0718                          SUPERSEDED SURVEY CONTROL
 ML0718
 ML0718  NGVD 29 (??/??/??)  692.57   (m)         2272.2    (f) RESET       3  
 ML0718
 ML0718.Superseded values are not recommended for survey control.
 ML0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0718.See file dsdata.txt to determine how the superseded data were derived.
 ML0718
 ML0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML939857(NAD 83)
 ML0718_MARKER: DB = BENCH MARK DISK
 ML0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0718_STAMPING: H 323 RESET 1958
 ML0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0718+STABILITY: SURFACE MOTION
 ML0718
 ML0718  HISTORY     - Date     Condition        Report By
 ML0718  HISTORY     - 1958     MONUMENTED       NEDR
 ML0718
 ML0718                          STATION DESCRIPTION
 ML0718
 ML0718'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 ML0718'2.8 MI E FROM ARCADIA.
 ML0718'2.85 MILES EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE
 ML0718'AT ARCADIA, VALLEY COUNTY, 70 FEET SOUTH OF THE CENTERLINE OF
 ML0718'THE HIGHWAY, 26 FEET EAST OF THE CENTERLINE OF A FIELD ROAD
 ML0718'LEADING SOUTH, 1.0 FOOT NORTH OF A FENCE AND 1.5 FOOT NORTH OF
 ML0718'A GAS LINE.  A STANDARD DISK, SET IN A CONCRETE POST PROJECTING
 ML0718'0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0925 ***********************************************************************
 ML0925  DESIGNATION -  H 324
 ML0925  PID         -  ML0925
 ML0925  STATE/COUNTY-  NE/BLAINE
 ML0925  USGS QUAD   -  BREWSTER SE (1978)
 ML0925
 ML0925                         *CURRENT SURVEY CONTROL
 ML0925  ___________________________________________________________________
 ML0925* NAD 83(1986)-  41 49 31.     (N)    099 49 23.     (W)     SCALED    
 ML0925* NAVD 88     -       789.349  (meters)    2589.72   (feet)  ADJUSTED  
 ML0925  ___________________________________________________________________
 ML0925  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ML0925  DYNAMIC HT  -         788.959 (meters)    2588.44  (feet)  COMP
 ML0925  MODELED GRAV-     980,101.8   (mgal)                       NAVD 88
 ML0925
 ML0925  VERT ORDER  -  SECOND    CLASS 0
 ML0925
 ML0925.The horizontal coordinates were scaled from a topographic map and have
 ML0925.an estimated accuracy of +/- 6 seconds.
 ML0925
 ML0925.The orthometric height was determined by differential leveling
 ML0925.and adjusted by the National Geodetic Survey in June 1991..
 ML0925
 ML0925.The geoid height was determined by GEOID03.
 ML0925
 ML0925.The dynamic height is computed by dividing the NAVD 88
 ML0925.geopotential number by the normal gravity value computed on the
 ML0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0925.degrees latitude (g = 980.6199 gals.).
 ML0925
 ML0925.The modeled gravity was interpolated from observed gravity values.
 ML0925
 ML0925;                    North         East    Units  Estimated Accuracy
 ML0925;SPC NE       -   221,170.      514,700.      MT  (+/- 180 meters Scaled)
 ML0925
 ML0925                          SUPERSEDED SURVEY CONTROL
 ML0925
 ML0925  NGVD 29 (??/??/92)  789.066  (m)         2588.79   (f) ADJ UNCH    2 0
 ML0925
 ML0925.Superseded values are not recommended for survey control.
 ML0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0925.See file dsdata.txt to determine how the superseded data were derived.
 ML0925
 ML0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM316307(NAD 83)
 ML0925_MARKER: DB = BENCH MARK DISK
 ML0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0925_STAMPING: H 324 1950
 ML0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0925+STABILITY: SURFACE MOTION
 ML0925
 ML0925  HISTORY     - Date     Condition        Report By
 ML0925  HISTORY     - 1950     MONUMENTED       CGS
 ML0925
 ML0925                          STATION DESCRIPTION
 ML0925
 ML0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0925'10.2 MI NW FROM MILBURN.
 ML0925'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0925'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A SAND ROAD, THENCE 3.4
 ML0925'MILES NORTHWEST ALONG A SAND ROAD, 350 FEET SOUTHEAST OF AN
 ML0925'ABANDONED FARMHOUSE, ON THE SIDE OF A HILL, AT A CATTLE GUARD, 43
 ML0925'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET WEST OF A NORTH
 ML0925'AND SOUTH FENCE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 ML0925'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1440 ***********************************************************************
 MK1440  DESIGNATION -  H 325
 MK1440  PID         -  MK1440
 MK1440  STATE/COUNTY-  NE/POLK
 MK1440  USGS QUAD   -  CLARKS (1962)
 MK1440
 MK1440                         *CURRENT SURVEY CONTROL
 MK1440  ___________________________________________________________________
 MK1440* NAD 83(1986)-  41 07 59.     (N)    097 46 15.     (W)     SCALED    
 MK1440* NAVD 88     -       531.030  (meters)    1742.22   (feet)  ADJUSTED  
 MK1440  ___________________________________________________________________
 MK1440  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 MK1440  DYNAMIC HT  -         530.764 (meters)    1741.35  (feet)  COMP
 MK1440  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 MK1440
 MK1440  VERT ORDER  -  SECOND    CLASS 0
 MK1440
 MK1440.The horizontal coordinates were scaled from a topographic map and have
 MK1440.an estimated accuracy of +/- 6 seconds.
 MK1440
 MK1440.The orthometric height was determined by differential leveling
 MK1440.and adjusted by the National Geodetic Survey in June 1991..
 MK1440
 MK1440.The geoid height was determined by GEOID03.
 MK1440
 MK1440.The dynamic height is computed by dividing the NAVD 88
 MK1440.geopotential number by the normal gravity value computed on the
 MK1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1440.degrees latitude (g = 980.6199 gals.).
 MK1440
 MK1440.The modeled gravity was interpolated from observed gravity values.
 MK1440
 MK1440;                    North         East    Units  Estimated Accuracy
 MK1440;SPC NE       -   146,720.      687,090.      MT  (+/- 180 meters Scaled)
 MK1440
 MK1440                          SUPERSEDED SURVEY CONTROL
 MK1440
 MK1440  NGVD 29 (??/??/92)  530.814  (m)         1741.51   (f) ADJ UNCH    2 0
 MK1440
 MK1440.Superseded values are not recommended for survey control.
 MK1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1440.See file dsdata.txt to determine how the superseded data were derived.
 MK1440
 MK1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL031542(NAD 83)
 MK1440_MARKER: DB = BENCH MARK DISK
 MK1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1440_STAMPING: H 325 1950
 MK1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1440+STABILITY: SURFACE MOTION
 MK1440
 MK1440  HISTORY     - Date     Condition        Report By
 MK1440  HISTORY     - 1950     MONUMENTED       CGS
 MK1440
 MK1440                          STATION DESCRIPTION
 MK1440
 MK1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1440'5 MI N FROM POLK.
 MK1440'0.25 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1440'AT POLK, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1440'1.0 MILE EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 MK1440'125 FEET NORTHEAST OF A BARN, AT THE NORTHEAST CORNER OF A BARN
 MK1440'LOT, 105 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK1440'36 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 3.8
 MK1440'FEET SOUTHEAST OF A FENCE CORNER, 1.4 FEET EAST OF A FENCE,
 MK1440'2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1440'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1504 ***********************************************************************
 MK1504  DESIGNATION -  H 326
 MK1504  PID         -  MK1504
 MK1504  STATE/COUNTY-  NE/POLK
 MK1504  USGS QUAD   -  OSCEOLA (1965)
 MK1504
 MK1504                         *CURRENT SURVEY CONTROL
 MK1504  ___________________________________________________________________
 MK1504* NAD 83(1986)-  41 10 39.     (N)    097 33 24.     (W)     SCALED    
 MK1504* NAVD 88     -       498.830  (meters)    1636.58   (feet)  ADJUSTED  
 MK1504  ___________________________________________________________________
 MK1504  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 MK1504  DYNAMIC HT  -         498.586 (meters)    1635.78  (feet)  COMP
 MK1504  MODELED GRAV-     980,119.7   (mgal)                       NAVD 88
 MK1504
 MK1504  VERT ORDER  -  SECOND    CLASS 0
 MK1504
 MK1504.The horizontal coordinates were scaled from a topographic map and have
 MK1504.an estimated accuracy of +/- 6 seconds.
 MK1504
 MK1504.The orthometric height was determined by differential leveling
 MK1504.and adjusted by the National Geodetic Survey in June 1991..
 MK1504
 MK1504.The geoid height was determined by GEOID03.
 MK1504
 MK1504.The dynamic height is computed by dividing the NAVD 88
 MK1504.geopotential number by the normal gravity value computed on the
 MK1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1504.degrees latitude (g = 980.6199 gals.).
 MK1504
 MK1504.The modeled gravity was interpolated from observed gravity values.
 MK1504
 MK1504;                    North         East    Units  Estimated Accuracy
 MK1504;SPC NE       -   152,130.      704,920.      MT  (+/- 180 meters Scaled)
 MK1504
 MK1504                          SUPERSEDED SURVEY CONTROL
 MK1504
 MK1504  NGVD 29 (??/??/92)  498.628  (m)         1635.92   (f) ADJ UNCH    2 0
 MK1504
 MK1504.Superseded values are not recommended for survey control.
 MK1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1504.See file dsdata.txt to determine how the superseded data were derived.
 MK1504
 MK1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL210594(NAD 83)
 MK1504_MARKER: DB = BENCH MARK DISK
 MK1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1504_STAMPING: H 326 1950
 MK1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1504+STABILITY: SURFACE MOTION
 MK1504
 MK1504  HISTORY     - Date     Condition        Report By
 MK1504  HISTORY     - 1950     MONUMENTED       CGS
 MK1504  HISTORY     - 1964     POOR             USGS
 MK1504
 MK1504                          STATION DESCRIPTION
 MK1504
 MK1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1504'0.5 MI W FROM OSECOLA.
 MK1504'0.5 MILE WEST ALONG U.S. HIGHWAY 30 A (CITY ROUTE) FROM THE
 MK1504'HIGH SCHOOL AT OSCEOLA, AT THE JUNCTION OF THE CITY ROUTE AND
 MK1504'THE MAIN HIGHWAY, 400 FEET WEST OF A HOUSE, 62 FEET NORTH OF THE
 MK1504'CENTER LINE OF THE CITY ROUTE, 48 FEET SOUTHEAST OF THE CENTER
 MK1504'LINE OF THE MAIN HIGHWAY, 2.3 FEET SOUTH OF A WITNESS POST, SET
 MK1504'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MK1504'THE GROUND.
 MK1504
 MK1504                          STATION RECOVERY (1964)
 MK1504
 MK1504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MK1504'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1461 ***********************************************************************
 MK1461  DESIGNATION -  H 327
 MK1461  PID         -  MK1461
 MK1461  STATE/COUNTY-  NE/POLK
 MK1461  USGS QUAD   -  SILVER CREEK SE (1958)
 MK1461
 MK1461                         *CURRENT SURVEY CONTROL
 MK1461  ___________________________________________________________________
 MK1461* NAD 83(1986)-  41 15 00.     (N)    097 36 02.     (W)     SCALED    
 MK1461* NAVD 88     -       480.521  (meters)    1576.51   (feet)  ADJUSTED  
 MK1461  ___________________________________________________________________
 MK1461  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 MK1461  DYNAMIC HT  -         480.294 (meters)    1575.76  (feet)  COMP
 MK1461  MODELED GRAV-     980,137.2   (mgal)                       NAVD 88
 MK1461
 MK1461  VERT ORDER  -  SECOND    CLASS 0
 MK1461
 MK1461.The horizontal coordinates were scaled from a topographic map and have
 MK1461.an estimated accuracy of +/- 6 seconds.
 MK1461
 MK1461.The orthometric height was determined by differential leveling
 MK1461.and adjusted by the National Geodetic Survey in June 1991..
 MK1461
 MK1461.The geoid height was determined by GEOID03.
 MK1461
 MK1461.The dynamic height is computed by dividing the NAVD 88
 MK1461.geopotential number by the normal gravity value computed on the
 MK1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1461.degrees latitude (g = 980.6199 gals.).
 MK1461
 MK1461.The modeled gravity was interpolated from observed gravity values.
 MK1461
 MK1461;                    North         East    Units  Estimated Accuracy
 MK1461;SPC NE       -   160,080.      701,020.      MT  (+/- 180 meters Scaled)
 MK1461
 MK1461                          SUPERSEDED SURVEY CONTROL
 MK1461
 MK1461  NGVD 29 (??/??/92)  480.321  (m)         1575.85   (f) ADJ UNCH    2 0
 MK1461
 MK1461.Superseded values are not recommended for survey control.
 MK1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1461.See file dsdata.txt to determine how the superseded data were derived.
 MK1461
 MK1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL172674(NAD 83)
 MK1461_MARKER: DB = BENCH MARK DISK
 MK1461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1461_SP_SET: BRIDGE
 MK1461_STAMPING: H 327 1950
 MK1461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1461
 MK1461  HISTORY     - Date     Condition        Report By
 MK1461  HISTORY     - 1950     MONUMENTED       CGS
 MK1461
 MK1461                          STATION DESCRIPTION
 MK1461
 MK1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1461'7.5 MI SE FROM SILVER CREEK.
 MK1461'4.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1461'SILVER CREEK, THENCE 2.9 MILES EAST ALONG A GRAVELED ROAD, 0.1
 MK1461'MILE WEST OF A ROAD INTERSECTION, 12 FEET SOUTH OF THE CENTER
 MK1461'LINE OF THE ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE
 MK1461'SOUTHEAST WINGWALL OF A BRIDGE, LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0507 ***********************************************************************
 ML0507  DESIGNATION -  H 328
 ML0507  PID         -  ML0507
 ML0507  STATE/COUNTY-  NE/VALLEY
 ML0507  USGS QUAD   -  ORD (1985)
 ML0507
 ML0507                         *CURRENT SURVEY CONTROL
 ML0507  ___________________________________________________________________
 ML0507* NAD 83(1986)-  41 34 57.     (N)    098 56 55.     (W)     SCALED    
 ML0507* NAVD 88     -       646.904  (meters)    2122.38   (feet)  ADJUSTED  
 ML0507  ___________________________________________________________________
 ML0507  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 ML0507  DYNAMIC HT  -         646.590 (meters)    2121.35  (feet)  COMP
 ML0507  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 ML0507
 ML0507  VERT ORDER  -  SECOND    CLASS 0
 ML0507
 ML0507.The horizontal coordinates were scaled from a topographic map and have
 ML0507.an estimated accuracy of +/- 6 seconds.
 ML0507
 ML0507.The orthometric height was determined by differential leveling
 ML0507.and adjusted by the National Geodetic Survey in June 1991..
 ML0507
 ML0507.The geoid height was determined by GEOID03.
 ML0507
 ML0507.The dynamic height is computed by dividing the NAVD 88
 ML0507.geopotential number by the normal gravity value computed on the
 ML0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0507.degrees latitude (g = 980.6199 gals.).
 ML0507
 ML0507.The modeled gravity was interpolated from observed gravity values.
 ML0507
 ML0507;                    North         East    Units  Estimated Accuracy
 ML0507;SPC NE       -   194,740.      587,640.      MT  (+/- 180 meters Scaled)
 ML0507
 ML0507                          SUPERSEDED SURVEY CONTROL
 ML0507
 ML0507  NGVD 29 (??/??/92)  646.654  (m)         2121.56   (f) ADJ UNCH    2 0
 ML0507
 ML0507.Superseded values are not recommended for survey control.
 ML0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0507.See file dsdata.txt to determine how the superseded data were derived.
 ML0507
 ML0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM042034(NAD 83)
 ML0507_MARKER: DB = BENCH MARK DISK
 ML0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0507_SP_SET: BRIDGE
 ML0507_STAMPING: H 328 1950
 ML0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0507
 ML0507  HISTORY     - Date     Condition        Report By
 ML0507  HISTORY     - 1950     MONUMENTED       CGS
 ML0507
 ML0507                          STATION DESCRIPTION
 ML0507
 ML0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0507'2 MI SW FROM ORD.
 ML0507'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE
 ML0507'AT ORD, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 ML0507'2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE
 ML0507'SOUTH END OF THE SOUTH WINGWALL OF A BRIDGE, 10 FEET SOUTH OF
 ML0507'THE SOUTH CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0306 ***********************************************************************
 ML0306  DESIGNATION -  H 329
 ML0306  PID         -  ML0306
 ML0306  STATE/COUNTY-  NE/SHERMAN
 ML0306  USGS QUAD   -  LOUP CITY SE (1978)
 ML0306
 ML0306                         *CURRENT SURVEY CONTROL
 ML0306  ___________________________________________________________________
 ML0306* NAD 83(1986)-  41 18 29.     (N)    098 50 32.     (W)     SCALED    
 ML0306* NAVD 88     -       658.957  (meters)    2161.93   (feet)  ADJUSTED  
 ML0306  ___________________________________________________________________
 ML0306  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 ML0306  DYNAMIC HT  -         658.618 (meters)    2160.82  (feet)  COMP
 ML0306  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 ML0306
 ML0306  VERT ORDER  -  FIRST     CLASS II
 ML0306
 ML0306.The horizontal coordinates were scaled from a topographic map and have
 ML0306.an estimated accuracy of +/- 6 seconds.
 ML0306
 ML0306.The orthometric height was determined by differential leveling
 ML0306.and adjusted by the National Geodetic Survey in June 1991..
 ML0306
 ML0306.The geoid height was determined by GEOID03.
 ML0306
 ML0306.The dynamic height is computed by dividing the NAVD 88
 ML0306.geopotential number by the normal gravity value computed on the
 ML0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0306.degrees latitude (g = 980.6199 gals.).
 ML0306
 ML0306.The modeled gravity was interpolated from observed gravity values.
 ML0306
 ML0306;                    North         East    Units  Estimated Accuracy
 ML0306;SPC NE       -   164,380.      596,920.      MT  (+/- 180 meters Scaled)
 ML0306
 ML0306                          SUPERSEDED SURVEY CONTROL
 ML0306
 ML0306  NGVD 29 (??/??/92)  658.708  (m)         2161.11   (f) ADJ UNCH    1 2
 ML0306
 ML0306.Superseded values are not recommended for survey control.
 ML0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0306.See file dsdata.txt to determine how the superseded data were derived.
 ML0306
 ML0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL132729(NAD 83)
 ML0306_MARKER: DB = BENCH MARK DISK
 ML0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0306_STAMPING: H 329 1950
 ML0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0306+STABILITY: SURFACE MOTION
 ML0306
 ML0306  HISTORY     - Date     Condition        Report By
 ML0306  HISTORY     - 1950     MONUMENTED       CGS
 ML0306
 ML0306                          STATION DESCRIPTION
 ML0306
 ML0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0306'6.6 MI NW FROM ASHTON.
 ML0306'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ASHTON,
 ML0306'THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, THENCE 2.0 MILES
 ML0306'NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A
 ML0306'GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD,
 ML0306'AT A JUNCTION WITH A ROAD LEADING EAST, 23 FEET WEST OF THE
 ML0306'CENTER LINE OF A NORTH AND SOUTH ROAD, 39 FEET SOUTH OF THE
 ML0306'CENTER LINE OF THE ROAD LEADING EAST, 2 FEET SOUTHWEST OF A
 ML0306'FENCE CORNER, 1.3 FEET WEST OF A NORTH AND SOUTH FENCE, 1.4 FEET
 ML0306'SOUTH OF AN EAST AND WEST FENCE, 2 FEET NORTHWEST OF A WITNESS
 ML0306'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 ML0306'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LK0081 ***********************************************************************
 LK0081  DESIGNATION -  H 33
 LK0081  PID         -  LK0081
 LK0081  STATE/COUNTY-  NE/DUNDY
 LK0081  USGS QUAD   -  LAIRD (1984)
 LK0081
 LK0081                         *CURRENT SURVEY CONTROL
 LK0081  ___________________________________________________________________
 LK0081* NAD 83(1986)-  40 03 47.     (N)    102 02 45.     (W)     SCALED    
 LK0081* NAVD 88     -      1021.452  (meters)    3351.21   (feet)  ADJUSTED  
 LK0081  ___________________________________________________________________
 LK0081  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 LK0081  DYNAMIC HT  -        1020.691 (meters)    3348.72  (feet)  COMP
 LK0081  MODELED GRAV-     979,845.4   (mgal)                       NAVD 88
 LK0081
 LK0081  VERT ORDER  -  FIRST     CLASS II
 LK0081
 LK0081.The horizontal coordinates were scaled from a topographic map and have
 LK0081.an estimated accuracy of +/- 6 seconds.
 LK0081
 LK0081.The orthometric height was determined by differential leveling
 LK0081.and adjusted by the National Geodetic Survey in June 1991..
 LK0081
 LK0081.The geoid height was determined by GEOID03.
 LK0081
 LK0081.The dynamic height is computed by dividing the NAVD 88
 LK0081.geopotential number by the normal gravity value computed on the
 LK0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0081.degrees latitude (g = 980.6199 gals.).
 LK0081
 LK0081.The modeled gravity was interpolated from observed gravity values.
 LK0081
 LK0081;                    North         East    Units  Estimated Accuracy
 LK0081;SPC NE       -    27,570.      325,480.      MT  (+/- 180 meters Scaled)
 LK0081
 LK0081                          SUPERSEDED SURVEY CONTROL
 LK0081
 LK0081  NGVD 29 (??/??/92) 1020.993  (m)         3349.71   (f) ADJ UNCH    1 2
 LK0081
 LK0081.Superseded values are not recommended for survey control.
 LK0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0081.See file dsdata.txt to determine how the superseded data were derived.
 LK0081
 LK0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE519389(NAD 83)
 LK0081_MARKER: DB = BENCH MARK DISK
 LK0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0081_STAMPING: 3349.708 H 33 1933
 LK0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0081+STABILITY: SURFACE MOTION
 LK0081
 LK0081  HISTORY     - Date     Condition        Report By
 LK0081  HISTORY     - 1933     MONUMENTED       CGS
 LK0081  HISTORY     - 1934     GOOD             NGS
 LK0081
 LK0081                          STATION DESCRIPTION
 LK0081
 LK0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LK0081'3 MI E FROM LAIRD.
 LK0081'IN DUNDY COUNTY, NEBRASKA, 3.0 MILES EAST ALONG THE CHICAGO,
 LK0081'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT LAIRD, YUMA
 LK0081'COUNTY, COLORADO, 13 POLES EAST OF THE NEBRASKA-COLORADO STATE
 LK0081'LINE, 10-1/2 POLES EAST OF MILEPOST 368, 41 FEET NORTH OF THE
 LK0081'CENTERLINE OF U.S. HIGHWAY 34, AND 42 FEET SOUTH OF THE SOUTH
 LK0081'RAIL.  A STANDARD DISK, STAMPED H 33 1933 AND SET IN
 LK0081'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LK0081'NOW STAMPED 3349.708 H 33 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0909 ***********************************************************************
 MK0909  DESIGNATION -  H 330
 MK0909  PID         -  MK0909
 MK0909  STATE/COUNTY-  NE/SAUNDERS
 MK0909  USGS QUAD   -  NORTH BEND (1968)
 MK0909
 MK0909                         *CURRENT SURVEY CONTROL
 MK0909  ___________________________________________________________________
 MK0909* NAD 83(1986)-  41 26 57.     (N)    096 46 23.     (W)     SCALED    
 MK0909* NAVD 88     -       390.534  (meters)    1281.28   (feet)  ADJUSTED  
 MK0909  ___________________________________________________________________
 MK0909  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 MK0909  DYNAMIC HT  -         390.368 (meters)    1280.73  (feet)  COMP
 MK0909  MODELED GRAV-     980,187.0   (mgal)                       NAVD 88
 MK0909
 MK0909  VERT ORDER  -  SECOND    CLASS 0
 MK0909
 MK0909.The horizontal coordinates were scaled from a topographic map and have
 MK0909.an estimated accuracy of +/- 6 seconds.
 MK0909
 MK0909.The orthometric height was determined by differential leveling
 MK0909.and adjusted by the National Geodetic Survey in June 1991..
 MK0909
 MK0909.The geoid height was determined by GEOID03.
 MK0909
 MK0909.The dynamic height is computed by dividing the NAVD 88
 MK0909.geopotential number by the normal gravity value computed on the
 MK0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0909.degrees latitude (g = 980.6199 gals.).
 MK0909
 MK0909.The modeled gravity was interpolated from observed gravity values.
 MK0909
 MK0909;                    North         East    Units  Estimated Accuracy
 MK0909;SPC NE       -   184,430.      769,490.      MT  (+/- 180 meters Scaled)
 MK0909
 MK0909                          SUPERSEDED SURVEY CONTROL
 MK0909
 MK0909  NGVD 29 (??/??/92)  390.382  (m)         1280.78   (f) ADJ UNCH    2 0
 MK0909
 MK0909.Superseded values are not recommended for survey control.
 MK0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0909.See file dsdata.txt to determine how the superseded data were derived.
 MK0909
 MK0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL860910(NAD 83)
 MK0909_MARKER: DB = BENCH MARK DISK
 MK0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0909_STAMPING: H 330 1950
 MK0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0909+STABILITY: SURFACE MOTION
 MK0909
 MK0909  HISTORY     - Date     Condition        Report By
 MK0909  HISTORY     - 1950     MONUMENTED       CGS
 MK0909
 MK0909                          STATION DESCRIPTION
 MK0909
 MK0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0909'0.9 MI S FROM NORTH BEND.
 MK0909'0.9 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE UNION PACIFIC
 MK0909'RAILROAD STATION AT NORTH BEND, 10 FEET WEST OF THE CENTER LINE
 MK0909'OF THE ROAD, SET IN THE TOP OF THE SOUTH END OF THE SOUTHWEST
 MK0909'WINGWALL OF THE PLATTE RIVER BRIDGE, 14.0 FEET SOUTH OF THE
 MK0909'SOUTH END OF THE WEST GUARD RAIL OF THE BRIDGE, 2.1 FEET NORTH
 MK0909'OF THE SOUTH END OF THE WINGWALL AND ABOUT 1 FOOT ABOVE THE
 MK0909'LEVEL OF THE ROAD.  NOTE-- THIS BENCH MARK IS 1.1 MILE NORTH OF
 MK0909'BENCH MARK J 330 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0910 ***********************************************************************
 MK0910  DESIGNATION -  H 330 RESET
 MK0910  PID         -  MK0910
 MK0910  STATE/COUNTY-  NE/SAUNDERS
 MK0910  USGS QUAD   -  NORTH BEND (1968)
 MK0910
 MK0910                         *CURRENT SURVEY CONTROL
 MK0910  ___________________________________________________________________
 MK0910* NAD 83(1986)-  41 26 57.     (N)    096 46 24.     (W)     SCALED    
 MK0910* NAVD 88     -       391.70   (meters)    1285.1    (feet)  RESET     
 MK0910  ___________________________________________________________________
 MK0910  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 MK0910
 MK0910  VERT ORDER  -  THIRD
 MK0910
 MK0910.The horizontal coordinates were scaled from a topographic map and have
 MK0910.an estimated accuracy of +/- 6 seconds.
 MK0910
 MK0910.The orthometric height was computed from unverified reset data.
 MK0910.No vertical observational check was made to the station.
 MK0910
 MK0910.The geoid height was determined by GEOID03.
 MK0910
 MK0910;                    North         East    Units  Estimated Accuracy
 MK0910;SPC NE       -   184,430.      769,470.      MT  (+/- 180 meters Scaled)
 MK0910
 MK0910                          SUPERSEDED SURVEY CONTROL
 MK0910
 MK0910  NGVD 29 (08/02/06)  391.55   (m)         1284.6    (f) RESET       3  
 MK0910
 MK0910.Superseded values are not recommended for survey control.
 MK0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0910.See file dsdata.txt to determine how the superseded data were derived.
 MK0910
 MK0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL859910(NAD 83)
 MK0910_MARKER: DB = BENCH MARK DISK
 MK0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0910_SP_SET: BRIDGE
 MK0910_STAMPING: H 330 RESET 1974
 MK0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0910
 MK0910  HISTORY     - Date     Condition        Report By
 MK0910  HISTORY     - 1974     MONUMENTED       NEDR
 MK0910
 MK0910                          STATION DESCRIPTION
 MK0910
 MK0910'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1974
 MK0910'0.9 MI S FROM NORTH BEND.
 MK0910'0.9 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE UNION PACIFIC
 MK0910'RAILROAD STATION AT NORTH BEND, 20.5 FEET WEST OF THE CENTERLINE
 MK0910'OF THE ROAD, SET IN THE TOP OF THE SOUTHWEST BUTTRESS OF THE
 MK0910'PLATTE RIVER BRIDGE, 1.0 FEET SOUTH OF THE SOUTH END OF THE
 MK0910'WEST HANDRAIL OF THE BRIDGE, 2.5 FEET NORTH OF THE SOUTH END
 MK0910'OF THE BRIDGE FLOOR AND 2.6 FEET ABOVE THE LEVEL OF THE GUTTER
 MK0910'OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1338 ***********************************************************************
 MK1338  DESIGNATION -  H 331
 MK1338  PID         -  MK1338
 MK1338  STATE/COUNTY-  NE/BUTLER
 MK1338  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1338
 MK1338                         *CURRENT SURVEY CONTROL
 MK1338  ___________________________________________________________________
 MK1338* NAD 83(1986)-  41 21 06.     (N)    097 10 34.     (W)     SCALED    
 MK1338* NAVD 88     -       432.796  (meters)    1419.93   (feet)  ADJUSTED  
 MK1338  ___________________________________________________________________
 MK1338  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 MK1338  DYNAMIC HT  -         432.601 (meters)    1419.29  (feet)  COMP
 MK1338  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 MK1338
 MK1338  VERT ORDER  -  SECOND    CLASS 0
 MK1338
 MK1338.The horizontal coordinates were scaled from a topographic map and have
 MK1338.an estimated accuracy of +/- 6 seconds.
 MK1338
 MK1338.The orthometric height was determined by differential leveling
 MK1338.and adjusted by the National Geodetic Survey in June 1991..
 MK1338
 MK1338.The geoid height was determined by GEOID03.
 MK1338
 MK1338.The dynamic height is computed by dividing the NAVD 88
 MK1338.geopotential number by the normal gravity value computed on the
 MK1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1338.degrees latitude (g = 980.6199 gals.).
 MK1338
 MK1338.The modeled gravity was interpolated from observed gravity values.
 MK1338
 MK1338;                    North         East    Units  Estimated Accuracy
 MK1338;SPC NE       -   172,430.      736,200.      MT  (+/- 180 meters Scaled)
 MK1338
 MK1338                          SUPERSEDED SURVEY CONTROL
 MK1338
 MK1338  NGVD 29 (??/??/92)  432.623  (m)         1419.36   (f) ADJ UNCH    2 0
 MK1338
 MK1338.Superseded values are not recommended for survey control.
 MK1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1338.See file dsdata.txt to determine how the superseded data were derived.
 MK1338
 MK1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL525794(NAD 83)
 MK1338_MARKER: DB = BENCH MARK DISK
 MK1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1338_STAMPING: H 331 1950
 MK1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1338+STABILITY: SURFACE MOTION
 MK1338
 MK1338  HISTORY     - Date     Condition        Report By
 MK1338  HISTORY     - 1950     MONUMENTED       CGS
 MK1338
 MK1338                          STATION DESCRIPTION
 MK1338
 MK1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1338'3.8 MI NE FROM BELLWOOD.
 MK1338'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO BURLINGTON
 MK1338'AND QUINCY RAILROAD STATION AT BELLWOOD, THENCE 0.7 MILE NORTH
 MK1338'ALONG A GRAVELED ROAD, THENCE 3.0 MILES EAST ALONG A GRAVELED
 MK1338'ROAD, 40 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK1338'35 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 24
 MK1338'FEET NORTH OF THE NORTHWEST CORNER OF A SMALL WOODEN BRIDGE,
 MK1338'9 FEET NORTH OF A POWER POLE, 1 FOOT EAST OF A FENCE, 1.4 FEET
 MK1338'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1338'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0189 ***********************************************************************
 ML0189  DESIGNATION -  H 332
 ML0189  PID         -  ML0189
 ML0189  STATE/COUNTY-  NE/MERRICK
 ML0189  USGS QUAD   -  PALMER (1961)
 ML0189
 ML0189                         *CURRENT SURVEY CONTROL
 ML0189  ___________________________________________________________________
 ML0189* NAD 83(1986)-  41 13 20.     (N)    098 15 37.     (W)     SCALED    
 ML0189* NAVD 88     -       547.299  (meters)    1795.60   (feet)  ADJUSTED  
 ML0189  ___________________________________________________________________
 ML0189  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 ML0189  DYNAMIC HT  -         547.031 (meters)    1794.72  (feet)  COMP
 ML0189  MODELED GRAV-     980,117.2   (mgal)                       NAVD 88
 ML0189
 ML0189  VERT ORDER  -  SECOND    CLASS 0
 ML0189
 ML0189.The horizontal coordinates were scaled from a topographic map and have
 ML0189.an estimated accuracy of +/- 6 seconds.
 ML0189
 ML0189.The orthometric height was determined by differential leveling
 ML0189.and adjusted by the National Geodetic Survey in June 1991..
 ML0189
 ML0189.The geoid height was determined by GEOID03.
 ML0189
 ML0189.The dynamic height is computed by dividing the NAVD 88
 ML0189.geopotential number by the normal gravity value computed on the
 ML0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0189.degrees latitude (g = 980.6199 gals.).
 ML0189
 ML0189.The modeled gravity was interpolated from observed gravity values.
 ML0189
 ML0189;                    North         East    Units  Estimated Accuracy
 ML0189;SPC NE       -   155,670.      645,820.      MT  (+/- 180 meters Scaled)
 ML0189
 ML0189                          SUPERSEDED SURVEY CONTROL
 ML0189
 ML0189  NGVD 29 (??/??/92)  547.066  (m)         1794.83   (f) ADJ UNCH    2 0
 ML0189
 ML0189.Superseded values are not recommended for survey control.
 ML0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0189.See file dsdata.txt to determine how the superseded data were derived.
 ML0189
 ML0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL620636(NAD 83)
 ML0189_MARKER: DB = BENCH MARK DISK
 ML0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0189_SP_SET: CONCRETE BASE
 ML0189_STAMPING: H 332 1950
 ML0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0189
 ML0189  HISTORY     - Date     Condition        Report By
 ML0189  HISTORY     - 1950     MONUMENTED       CGS
 ML0189  HISTORY     - 1985     GOOD
 ML0189
 ML0189                          STATION DESCRIPTION
 ML0189
 ML0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0189'AT PALMER.
 ML0189'AT PALMER, 181 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 ML0189'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 5.4 FEET WEST
 ML0189'OF THE WEST WALL OF THE CITY HALL, 6.3 FEET SOUTHWEST OF A STEEL
 ML0189'SMOKE STACK, SET IN THE TOP OF THE SOUTHWEST CORNER OF A 4 X 9
 ML0189'FOOT CONCRETE SMOKE STACK BASE.
 ML0189
 ML0189                          STATION RECOVERY (1985)
 ML0189
 ML0189'RECOVERED 1985
 ML0189'NOTE: SMOKE STACK NOT THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1364 ***********************************************************************
 MK1364  DESIGNATION -  H 333
 MK1364  PID         -  MK1364
 MK1364  STATE/COUNTY-  NE/MERRICK
 MK1364  USGS QUAD   -  POLK NW (1962)
 MK1364
 MK1364                         *CURRENT SURVEY CONTROL
 MK1364  ___________________________________________________________________
 MK1364* NAD 83(1986)-  41 10 08.     (N)    097 57 49.     (W)     SCALED    
 MK1364* NAVD 88     -       509.970  (meters)    1673.13   (feet)  ADJUSTED  
 MK1364  ___________________________________________________________________
 MK1364  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 MK1364  DYNAMIC HT  -         509.722 (meters)    1672.31  (feet)  COMP
 MK1364  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 MK1364
 MK1364  VERT ORDER  -  FIRST     CLASS II
 MK1364
 MK1364.The horizontal coordinates were scaled from a topographic map and have
 MK1364.an estimated accuracy of +/- 6 seconds.
 MK1364
 MK1364.The orthometric height was determined by differential leveling
 MK1364.and adjusted by the National Geodetic Survey in June 1991..
 MK1364
 MK1364.The geoid height was determined by GEOID03.
 MK1364
 MK1364.The dynamic height is computed by dividing the NAVD 88
 MK1364.geopotential number by the normal gravity value computed on the
 MK1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1364.degrees latitude (g = 980.6199 gals.).
 MK1364
 MK1364.The modeled gravity was interpolated from observed gravity values.
 MK1364
 MK1364;                    North         East    Units  Estimated Accuracy
 MK1364;SPC NE       -   150,290.      670,820.      MT  (+/- 180 meters Scaled)
 MK1364
 MK1364                          SUPERSEDED SURVEY CONTROL
 MK1364
 MK1364  NGVD 29 (??/??/92)  509.756  (m)         1672.42   (f) ADJ UNCH    1 2
 MK1364
 MK1364.Superseded values are not recommended for survey control.
 MK1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1364.See file dsdata.txt to determine how the superseded data were derived.
 MK1364
 MK1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL869580(NAD 83)
 MK1364_MARKER: DB = BENCH MARK DISK
 MK1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1364_STAMPING: H 333 1950
 MK1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1364+STABILITY: SURFACE MOTION
 MK1364
 MK1364  HISTORY     - Date     Condition        Report By
 MK1364  HISTORY     - 1950     MONUMENTED       CGS
 MK1364
 MK1364                          STATION DESCRIPTION
 MK1364
 MK1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1364'4.7 MI NE FROM CENTRAL CITY.
 MK1364'2.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1364'STATION AT CENTRAL CITY, THENCE 2.0 MILES NORTH ALONG A GRADED
 MK1364'DIRT ROAD, 84 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 55
 MK1364'FEET WEST OF A FENCE, 43 FEET WEST OF A POWER POLE, 1.5 FEET
 MK1364'NORTH OF AN EAST AND WEST FENCE, 0.2 MILE SOUTH OF A FARMHOUSE, 1
 MK1364'FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1364'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0163 ***********************************************************************
 LH0163  DESIGNATION -  H 334 RESET
 LH0163  PID         -  LH0163
 LH0163  STATE/COUNTY-  NE/HAMILTON
 LH0163  USGS QUAD   -  MURPHY (1969)
 LH0163
 LH0163                         *CURRENT SURVEY CONTROL
 LH0163  ___________________________________________________________________
 LH0163* NAD 83(1986)-  40 57 29.     (N)    098 04 27.     (W)     SCALED    
 LH0163* NAVD 88     -       558.13   (meters)    1831.1    (feet)  RESET     
 LH0163  ___________________________________________________________________
 LH0163  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 LH0163
 LH0163  VERT ORDER  -  THIRD
 LH0163
 LH0163.The horizontal coordinates were scaled from a topographic map and have
 LH0163.an estimated accuracy of +/- 6 seconds.
 LH0163
 LH0163.The orthometric height was computed from unverified reset data.
 LH0163
 LH0163.The geoid height was determined by GEOID03.
 LH0163
 LH0163;                    North         East    Units  Estimated Accuracy
 LH0163;SPC NE       -   126,680.      662,070.      MT  (+/- 180 meters Scaled)
 LH0163
 LH0163                          SUPERSEDED SURVEY CONTROL
 LH0163
 LH0163  NGVD 29 (??/??/??)  557.90   (m)         1830.4    (f) RESET       3  
 LH0163
 LH0163.Superseded values are not recommended for survey control.
 LH0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0163.See file dsdata.txt to determine how the superseded data were derived.
 LH0163
 LH0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL779345(NAD 83)
 LH0163_MARKER: DB = BENCH MARK DISK
 LH0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0163_STAMPING: H 334 RESET 1965
 LH0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0163+STABILITY: SURFACE MOTION
 LH0163
 LH0163  HISTORY     - Date     Condition        Report By
 LH0163  HISTORY     - 1965     MONUMENTED       CGS
 LH0163
 LH0163                          STATION DESCRIPTION
 LH0163
 LH0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LH0163'6.6 MI SW FROM MARQUETTE.
 LH0163'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0163'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0163'2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH
 LH0163'ALONG A GRAVELED ROAD, 36 FEET WEST OF THE CENTER OF A GRAVELED
 LH0163'ROAD, 29 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 13.5 FEET
 LH0163'NORTHEAST OF A 24 INCH PINE TREE (NORTH ONE OF TWO), 1.5 FEET
 LH0163'NORTH OF A METAL WITNESS POST, 1 FOOT WEST OF A FENCE, AND IS
 LH0163'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0128 ***********************************************************************
 LH0128  DESIGNATION -  H 336
 LH0128  PID         -  LH0128
 LH0128  STATE/COUNTY-  NE/HAMILTON
 LH0128  USGS QUAD   -  GILTNER (1967)
 LH0128
 LH0128                         *CURRENT SURVEY CONTROL
 LH0128  ___________________________________________________________________
 LH0128* NAD 83(1986)-  40 50 36.     (N)    098 10 06.     (W)     SCALED    
 LH0128* NAVD 88     -       569.894  (meters)    1869.73   (feet)  ADJUSTED  
 LH0128  ___________________________________________________________________
 LH0128  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 LH0128  DYNAMIC HT  -         569.594 (meters)    1868.74  (feet)  COMP
 LH0128  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 LH0128
 LH0128  VERT ORDER  -  SECOND    CLASS 0
 LH0128
 LH0128.The horizontal coordinates were scaled from a topographic map and have
 LH0128.an estimated accuracy of +/- 6 seconds.
 LH0128
 LH0128.The orthometric height was determined by differential leveling
 LH0128.and adjusted by the National Geodetic Survey in June 1991..
 LH0128
 LH0128.The geoid height was determined by GEOID03.
 LH0128
 LH0128.The dynamic height is computed by dividing the NAVD 88
 LH0128.geopotential number by the normal gravity value computed on the
 LH0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0128.degrees latitude (g = 980.6199 gals.).
 LH0128
 LH0128.The modeled gravity was interpolated from observed gravity values.
 LH0128
 LH0128;                    North         East    Units  Estimated Accuracy
 LH0128;SPC NE       -   113,770.      654,420.      MT  (+/- 180 meters Scaled)
 LH0128
 LH0128                          SUPERSEDED SURVEY CONTROL
 LH0128
 LH0128  NGVD 29 (??/??/92)  569.658  (m)         1868.95   (f) ADJ UNCH    2 0
 LH0128
 LH0128.Superseded values are not recommended for survey control.
 LH0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0128.See file dsdata.txt to determine how the superseded data were derived.
 LH0128
 LH0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL701216(NAD 83)
 LH0128_MARKER: DB = BENCH MARK DISK
 LH0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0128_STAMPING: H 336 1950
 LH0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0128+STABILITY: SURFACE MOTION
 LH0128
 LH0128  HISTORY     - Date     Condition        Report By
 LH0128  HISTORY     - 1950     MONUMENTED       CGS
 LH0128
 LH0128                          STATION DESCRIPTION
 LH0128
 LH0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0128'5.5 MI SE FROM PHILLIPS.
 LH0128'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0128'FROM THE STATION AT PHILLIPS, THENCE 3.1 MILES SOUTH ALONG A
 LH0128'GRADED DIRT ROAD, AT A ROAD INTERSECTION, 58 FEET WEST OF THE
 LH0128'CENTER LINE OF A NORTH AND SOUTH ROAD, 32 FEET SOUTH OF THE
 LH0128'CENTER LINE OF AN EAST AND WEST ROAD, 21.6 FEET WEST OF A FENCE
 LH0128'CORNER, 17.5 FEET WEST OF A POWER POLE, 1.7 FEET NORTH OF A
 LH0128'FENCE, 1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 LH0128'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1287 ***********************************************************************
 MK1287  DESIGNATION -  H 337
 MK1287  PID         -  MK1287
 MK1287  STATE/COUNTY-  NE/BUTLER
 MK1287  USGS QUAD   -  COLUMBUS SE (1976)
 MK1287
 MK1287                         *CURRENT SURVEY CONTROL
 MK1287  ___________________________________________________________________
 MK1287* NAD 83(1986)-  41 21 54.     (N)    097 15 49.     (W)     SCALED    
 MK1287* NAVD 88     -       436.910  (meters)    1433.43   (feet)  ADJUSTED  
 MK1287  ___________________________________________________________________
 MK1287  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 MK1287  DYNAMIC HT  -         436.717 (meters)    1432.80  (feet)  COMP
 MK1287  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 MK1287
 MK1287  VERT ORDER  -  SECOND    CLASS 0
 MK1287
 MK1287.The horizontal coordinates were scaled from a topographic map and have
 MK1287.an estimated accuracy of +/- 6 seconds.
 MK1287
 MK1287.The orthometric height was determined by differential leveling
 MK1287.and adjusted by the National Geodetic Survey in June 1991..
 MK1287
 MK1287.The geoid height was determined by GEOID03.
 MK1287
 MK1287.The dynamic height is computed by dividing the NAVD 88
 MK1287.geopotential number by the normal gravity value computed on the
 MK1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1287.degrees latitude (g = 980.6199 gals.).
 MK1287
 MK1287.The modeled gravity was interpolated from observed gravity values.
 MK1287
 MK1287;                    North         East    Units  Estimated Accuracy
 MK1287;SPC NE       -   173,680.      728,840.      MT  (+/- 180 meters Scaled)
 MK1287
 MK1287                          SUPERSEDED SURVEY CONTROL
 MK1287
 MK1287  NGVD 29 (??/??/92)  436.735  (m)         1432.85   (f) ADJ UNCH    2 0
 MK1287
 MK1287.Superseded values are not recommended for survey control.
 MK1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1287.See file dsdata.txt to determine how the superseded data were derived.
 MK1287
 MK1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL452807(NAD 83)
 MK1287_MARKER: DB = BENCH MARK DISK
 MK1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1287_STAMPING: H 337 1950
 MK1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1287+STABILITY: SURFACE MOTION
 MK1287
 MK1287  HISTORY     - Date     Condition        Report By
 MK1287  HISTORY     - 1950     MONUMENTED       CGS
 MK1287
 MK1287                          STATION DESCRIPTION
 MK1287
 MK1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1287'2.2 MI NW FROM BELLWOOD.
 MK1287'2.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1287'RAILROAD FROM THE STATION AT BELLWOOD, 0.35 MILE NORTHWEST OF
 MK1287'MILEPOST 63, 0.15 MILE SOUTHEAST OF A ROAD CROSSING, AT THE
 MK1287'NORTHWEST CORNER OF A CULTIVATED FIELD, 48.5 FEET SOUTHWEST OF
 MK1287'THE SOUTHWEST RAIL, 10 FEET NORTH OF A FENCE, 1.4 FEET SOUTH OF A
 MK1287'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1287'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0465 ***********************************************************************
 NP0465  DESIGNATION -  H 340
 NP0465  PID         -  NP0465
 NP0465  STATE/COUNTY-  NE/SIOUX
 NP0465  USGS QUAD   -  HARRISON WEST (1978)
 NP0465
 NP0465                         *CURRENT SURVEY CONTROL
 NP0465  ___________________________________________________________________
 NP0465* NAD 83(1986)-  42 40 54.     (N)    103 55 57.     (W)     SCALED    
 NP0465* NAVD 88     -      1495.303  (meters)    4905.84   (feet)  ADJUSTED  
 NP0465  ___________________________________________________________________
 NP0465  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 NP0465  DYNAMIC HT  -        1494.412 (meters)    4902.92  (feet)  COMP
 NP0465  MODELED GRAV-     979,972.2   (mgal)                       NAVD 88
 NP0465
 NP0465  VERT ORDER  -  FIRST     CLASS II
 NP0465
 NP0465.The horizontal coordinates were scaled from a topographic map and have
 NP0465.an estimated accuracy of +/- 6 seconds.
 NP0465
 NP0465.The orthometric height was determined by differential leveling
 NP0465.and adjusted by the National Geodetic Survey in June 1991..
 NP0465
 NP0465.The geoid height was determined by GEOID03.
 NP0465
 NP0465.The dynamic height is computed by dividing the NAVD 88
 NP0465.geopotential number by the normal gravity value computed on the
 NP0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0465.degrees latitude (g = 980.6199 gals.).
 NP0465
 NP0465.The modeled gravity was interpolated from observed gravity values.
 NP0465
 NP0465;                    North         East    Units  Estimated Accuracy
 NP0465;SPC NE       -   323,590.      177,840.      MT  (+/- 180 meters Scaled)
 NP0465
 NP0465                          SUPERSEDED SURVEY CONTROL
 NP0465
 NP0465  NGVD 29 (??/??/92) 1494.602  (m)         4903.54   (f) ADJ UNCH    1 2
 NP0465
 NP0465.Superseded values are not recommended for survey control.
 NP0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0465.See file dsdata.txt to determine how the superseded data were derived.
 NP0465
 NP0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH874260(NAD 83)
 NP0465_MARKER: DB = BENCH MARK DISK
 NP0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0465_STAMPING: H 340 1954
 NP0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0465+STABILITY: SURFACE MOTION
 NP0465
 NP0465  HISTORY     - Date     Condition        Report By
 NP0465  HISTORY     - 1954     MONUMENTED       CGS
 NP0465
 NP0465                          STATION DESCRIPTION
 NP0465
 NP0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0465'2.6 MI W FROM HARRISON.
 NP0465'2.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NP0465'THE STATION AT HARRISON, 158 FEET SOUTHWEST OF THE CENTER OF A
 NP0465'PRIVATE ROAD CROSSING, 95 FEET SOUTH OF THE SOUTH RAIL, 35 FEET
 NP0465'SOUTH OF MILEPOST 463, 2 FEET NORTH OF A FENCE, 2 FEET WEST OF A
 NP0465'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0465'0.4 FOOT ABOVE THE GROUND.  IN THE NORTHEAST 1/4 OF SECTION
 NP0465'7, TOWNSHIP 31 NORTH, RANGE 56 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0434 ***********************************************************************
 NP0434  DESIGNATION -  H 341
 NP0434  PID         -  NP0434
 NP0434  STATE/COUNTY-  NE/SIOUX
 NP0434  USGS QUAD   -  SMILEY CANYON (1980)
 NP0434
 NP0434                         *CURRENT SURVEY CONTROL
 NP0434  ___________________________________________________________________
 NP0434* NAD 83(1986)-  42 37 45.     (N)    103 30 51.     (W)     SCALED    
 NP0434* NAVD 88     -      1183.901  (meters)    3884.18   (feet)  ADJUSTED  
 NP0434  ___________________________________________________________________
 NP0434  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 NP0434  DYNAMIC HT  -        1183.236 (meters)    3882.00  (feet)  COMP
 NP0434  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 NP0434
 NP0434  VERT ORDER  -  FIRST     CLASS II
 NP0434
 NP0434.The horizontal coordinates were scaled from a topographic map and have
 NP0434.an estimated accuracy of +/- 6 seconds.
 NP0434
 NP0434.The orthometric height was determined by differential leveling
 NP0434.and adjusted by the National Geodetic Survey in June 1991..
 NP0434
 NP0434.The geoid height was determined by GEOID03.
 NP0434
 NP0434.The dynamic height is computed by dividing the NAVD 88
 NP0434.geopotential number by the normal gravity value computed on the
 NP0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0434.degrees latitude (g = 980.6199 gals.).
 NP0434
 NP0434.The modeled gravity was interpolated from observed gravity values.
 NP0434
 NP0434;                    North         East    Units  Estimated Accuracy
 NP0434;SPC NE       -   316,290.      211,860.      MT  (+/- 180 meters Scaled)
 NP0434
 NP0434                          SUPERSEDED SURVEY CONTROL
 NP0434
 NP0434  NGVD 29 (??/??/92) 1183.279  (m)         3882.14   (f) ADJ UNCH    1 2
 NP0434
 NP0434.Superseded values are not recommended for survey control.
 NP0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0434.See file dsdata.txt to determine how the superseded data were derived.
 NP0434
 NP0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH218207(NAD 83)
 NP0434_MARKER: DB = BENCH MARK DISK
 NP0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0434_SP_SET: PILLAR
 NP0434_STAMPING: H 341 1954
 NP0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0434
 NP0434  HISTORY     - Date     Condition        Report By
 NP0434  HISTORY     - 1954     MONUMENTED       CGS
 NP0434
 NP0434                          STATION DESCRIPTION
 NP0434
 NP0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0434'6.8 MI SW FROM CRAWFORD.
 NP0434'6.8 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0434'FROM THE STATION AT CRAWFORD, 10 POLES SOUTHWEST OF MILEPOST
 NP0434'439, 6.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET BELOW THE
 NP0434'TOP OF THE RAILS, SET IN THE TOP OF THE NORTHWEST EDGE OF THE
 NP0434'CONCRETE PILLAR UNDER THE SOUTHWEST END OF THE NORTHWEST STEEL
 NP0434'GIRDER OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0140 ***********************************************************************
 NP0140  DESIGNATION -  H 342
 NP0140  PID         -  NP0140
 NP0140  STATE/COUNTY-  NE/BOX BUTTE
 NP0140  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0140
 NP0140                         *CURRENT SURVEY CONTROL
 NP0140  ___________________________________________________________________
 NP0140* NAD 83(1986)-  42 07 09.     (N)    102 54 02.     (W)     SCALED    
 NP0140* NAVD 88     -      1216.597  (meters)    3991.45   (feet)  ADJUSTED  
 NP0140  ___________________________________________________________________
 NP0140  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 NP0140  DYNAMIC HT  -        1215.888 (meters)    3989.13  (feet)  COMP
 NP0140  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 NP0140
 NP0140  VERT ORDER  -  FIRST     CLASS II
 NP0140
 NP0140.The horizontal coordinates were scaled from a topographic map and have
 NP0140.an estimated accuracy of +/- 6 seconds.
 NP0140
 NP0140.The orthometric height was determined by differential leveling
 NP0140.and adjusted by the National Geodetic Survey in June 1991..
 NP0140
 NP0140.The geoid height was determined by GEOID03.
 NP0140
 NP0140.The dynamic height is computed by dividing the NAVD 88
 NP0140.geopotential number by the normal gravity value computed on the
 NP0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0140.degrees latitude (g = 980.6199 gals.).
 NP0140
 NP0140.The modeled gravity was interpolated from observed gravity values.
 NP0140
 NP0140;                    North         East    Units  Estimated Accuracy
 NP0140;SPC NE       -   257,810.      260,250.      MT  (+/- 180 meters Scaled)
 NP0140
 NP0140                          SUPERSEDED SURVEY CONTROL
 NP0140
 NP0140  NGVD 29 (??/??/92) 1216.008  (m)         3989.52   (f) ADJ UNCH    1 2
 NP0140
 NP0140.Superseded values are not recommended for survey control.
 NP0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0140.See file dsdata.txt to determine how the superseded data were derived.
 NP0140
 NP0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG735651(NAD 83)
 NP0140_MARKER: DB = BENCH MARK DISK
 NP0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0140_SP_SET: CONCRETE POST
 NP0140_STAMPING: H 342 1956
 NP0140_MARK LOGO: CGS   
 NP0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0140+STABILITY: SURFACE MOTION
 NP0140
 NP0140  HISTORY     - Date     Condition        Report By
 NP0140  HISTORY     - 1956     MONUMENTED       CGS
 NP0140  HISTORY     - 1985     GOOD             NGS
 NP0140  HISTORY     - 1987     GOOD             USPSQD
 NP0140
 NP0140                          STATION DESCRIPTION
 NP0140
 NP0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0140'2.5 MI NW FROM ALLIANCE.
 NP0140'2.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0140'RAILROAD FROM THE STATION AT ALLIANCE, 158 FEET SOUTHEAST OF
 NP0140'MILEPOST 368, 175 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 NP0140'45 FEET NORTHEAST OF THE NORTHEAST RAIL, 35.5 FEET NORTHEAST OF A
 NP0140'BATTERY BOX, 5.5 FEET NORTHWEST OF A TELEPHONE POLE, 2.8 FEET
 NP0140'SOUTHWEST OF A FENCE, 1.5 FEET SOUTHEAST OF A WITNESS POST, SET
 NP0140'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 NP0140'GROUND, IN THE SOUTHEAST 1/4 OF SECTION 22, TOWNSHIP 25 NORTH,
 NP0140'RANGE 48 WEST.
 NP0140
 NP0140                          STATION RECOVERY (1985)
 NP0140
 NP0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0140'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0140'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
 NP0140'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 NP0140
 NP0140                          STATION RECOVERY (1987)
 NP0140
 NP0140'RECOVERY NOTE BY US POWER SQUADRON 1987 (DR)
 NP0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0283 ***********************************************************************
 NP0283  DESIGNATION -  H 343
 NP0283  PID         -  NP0283
 NP0283  STATE/COUNTY-  NE/DAWES
 NP0283  USGS QUAD   -  BELMONT (1980)
 NP0283
 NP0283                         *CURRENT SURVEY CONTROL
 NP0283  ___________________________________________________________________
 NP0283* NAD 83(1986)-  42 30 25.     (N)    103 18 18.     (W)     SCALED    
 NP0283* NAVD 88     -      1314.573  (meters)    4312.89   (feet)  ADJUSTED  
 NP0283  ___________________________________________________________________
 NP0283  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 NP0283  DYNAMIC HT  -        1313.800 (meters)    4310.36  (feet)  COMP
 NP0283  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 NP0283
 NP0283  VERT ORDER  -  FIRST     CLASS II
 NP0283
 NP0283.The horizontal coordinates were scaled from a topographic map and have
 NP0283.an estimated accuracy of +/- 6 seconds.
 NP0283
 NP0283.The orthometric height was determined by differential leveling
 NP0283.and adjusted by the National Geodetic Survey in June 1991..
 NP0283
 NP0283.The geoid height was determined by GEOID03.
 NP0283
 NP0283.The dynamic height is computed by dividing the NAVD 88
 NP0283.geopotential number by the normal gravity value computed on the
 NP0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0283.degrees latitude (g = 980.6199 gals.).
 NP0283
 NP0283.The modeled gravity was interpolated from observed gravity values.
 NP0283
 NP0283;                    North         East    Units  Estimated Accuracy
 NP0283;SPC NE       -   302,040.      228,480.      MT  (+/- 180 meters Scaled)
 NP0283
 NP0283                          SUPERSEDED SURVEY CONTROL
 NP0283
 NP0283  NGVD 29 (??/??/92) 1313.913  (m)         4310.73   (f) ADJ UNCH    1 2
 NP0283
 NP0283.Superseded values are not recommended for survey control.
 NP0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0283.See file dsdata.txt to determine how the superseded data were derived.
 NP0283
 NP0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH392074(NAD 83)
 NP0283_MARKER: DB = BENCH MARK DISK
 NP0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0283_STAMPING: H 343 1956
 NP0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0283+STABILITY: SURFACE MOTION
 NP0283
 NP0283  HISTORY     - Date     Condition        Report By
 NP0283  HISTORY     - 1956     MONUMENTED       CGS
 NP0283  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0283
 NP0283                          STATION DESCRIPTION
 NP0283
 NP0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0283'4.9 MI N FROM MARSLAND.
 NP0283'4.9 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0283'FROM THE STATION SIGN AT MARSLAND, 20 1/2 POLES NORTHWEST OF
 NP0283'MILEPOST 405, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 10 FEET
 NP0283'NORTH OF AN 18 INCH PINE TREE, 15 FEET SOUTHEAST OF A 24 INCH
 NP0283'PINE TREE, 2.5 FEET SOUTHWEST OF A FENCE, 2.5 FEET SOUTHEAST
 NP0283'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0283'PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 NP0283'SECTION 9, TOWNSHIP 29 NORTH, RANGE 51 WEST.
 NP0283
 NP0283                          STATION RECOVERY (1985)
 NP0283
 NP0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0283'NOT RECOVERED.  RAILROAD TRACKS DESCRIBED HAVE BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0146 ***********************************************************************
 MN0146  DESIGNATION -  H 344
 MN0146  PID         -  MN0146
 MN0146  STATE/COUNTY-  NE/MORRILL
 MN0146  USGS QUAD   -  BRIDGEPORT (1965)
 MN0146
 MN0146                         *CURRENT SURVEY CONTROL
 MN0146  ___________________________________________________________________
 MN0146* NAD 83(1986)-  41 42 50.     (N)    103 06 30.     (W)     SCALED    
 MN0146* NAVD 88     -      1143.658  (meters)    3752.15   (feet)  ADJUSTED  
 MN0146  ___________________________________________________________________
 MN0146  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 MN0146  DYNAMIC HT  -        1142.940 (meters)    3749.80  (feet)  COMP
 MN0146  MODELED GRAV-     979,956.4   (mgal)                       NAVD 88
 MN0146
 MN0146  VERT ORDER  -  FIRST     CLASS II
 MN0146
 MN0146.The horizontal coordinates were scaled from a topographic map and have
 MN0146.an estimated accuracy of +/- 6 seconds.
 MN0146
 MN0146.The orthometric height was determined by differential leveling
 MN0146.and adjusted by the National Geodetic Survey in June 1991..
 MN0146
 MN0146.The geoid height was determined by GEOID03.
 MN0146
 MN0146.The dynamic height is computed by dividing the NAVD 88
 MN0146.geopotential number by the normal gravity value computed on the
 MN0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0146.degrees latitude (g = 980.6199 gals.).
 MN0146
 MN0146.The modeled gravity was interpolated from observed gravity values.
 MN0146
 MN0146;                    North         East    Units  Estimated Accuracy
 MN0146;SPC NE       -   213,440.      241,460.      MT  (+/- 180 meters Scaled)
 MN0146
 MN0146                          SUPERSEDED SURVEY CONTROL
 MN0146
 MN0146  NGVD 29 (??/??/92) 1143.091  (m)         3750.29   (f) ADJ UNCH    1 2
 MN0146
 MN0146.Superseded values are not recommended for survey control.
 MN0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0146.See file dsdata.txt to determine how the superseded data were derived.
 MN0146
 MN0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG573197(NAD 83)
 MN0146_MARKER: DB = BENCH MARK DISK
 MN0146_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0146_SP_SET: HEADWALL
 MN0146_STAMPING: H 344 1956
 MN0146_MARK LOGO: CGS   
 MN0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0146+STABILITY: SURFACE MOTION
 MN0146
 MN0146  HISTORY     - Date     Condition        Report By
 MN0146  HISTORY     - 1956     MONUMENTED       CGS
 MN0146  HISTORY     - 1985     GOOD             NGS
 MN0146  HISTORY     - 19920912 MARK NOT FOUND   NGS
 MN0146
 MN0146                          STATION DESCRIPTION
 MN0146
 MN0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0146'4 MI N FROM BRIDGEPORT.
 MN0146'4.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0146'FROM THE STATION AT BRIDGEPORT, 9.5 FEET WEST OF THE WEST RAIL,
 MN0146'2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH
 MN0146'END OF THE WEST HEADWALL OF CONCRETE OVERPASS 32.64 OVER A COUNTY
 MN0146'ROAD, IN SECTION 17, TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0146
 MN0146                          STATION RECOVERY (1985)
 MN0146
 MN0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0146'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0146'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
 MN0146
 MN0146                          STATION RECOVERY (1992)
 MN0146
 MN0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DW)
 MN0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0379 ***********************************************************************
 NP0379  DESIGNATION -  H 345
 NP0379  PID         -  NP0379
 NP0379  STATE/COUNTY-  NE/BOX BUTTE
 NP0379  USGS QUAD   -  MARSLAND SW (1983)
 NP0379
 NP0379                         *CURRENT SURVEY CONTROL
 NP0379  ___________________________________________________________________
 NP0379* NAD 83(1986)-  42 18 33.     (N)    103 24 22.     (W)     SCALED    
 NP0379* NAVD 88     -      1387.958  (meters)    4553.66   (feet)  POSTED    
 NP0379  ___________________________________________________________________
 NP0379  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 NP0379  DYNAMIC HT  -        1387.100 (meters)    4550.84  (feet)  COMP
 NP0379  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 NP0379
 NP0379  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0379
 NP0379.The horizontal coordinates were scaled from a topographic map and have
 NP0379.an estimated accuracy of +/- 6 seconds.
 NP0379
 NP0379.The orthometric height was determined by differential leveling
 NP0379.and adjusted by the National Geodetic Survey in 1992..
 NP0379.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0379.rate of 1.1 thru 2.0 mm/km.
 NP0379
 NP0379.The geoid height was determined by GEOID03.
 NP0379
 NP0379.The dynamic height is computed by dividing the NAVD 88
 NP0379.geopotential number by the normal gravity value computed on the
 NP0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0379.degrees latitude (g = 980.6199 gals.).
 NP0379
 NP0379.The modeled gravity was interpolated from observed gravity values.
 NP0379
 NP0379;                    North         East    Units  Estimated Accuracy
 NP0379;SPC NE       -   280,420.      219,310.      MT  (+/- 180 meters Scaled)
 NP0379
 NP0379                          SUPERSEDED SURVEY CONTROL
 NP0379
 NP0379  NGVD 29 (??/??/92) 1387.267  (m)         4551.39   (f) ADJ UNCH    2 0
 NP0379
 NP0379.Superseded values are not recommended for survey control.
 NP0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0379.See file dsdata.txt to determine how the superseded data were derived.
 NP0379
 NP0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG313853(NAD 83)
 NP0379_MARKER: DB = BENCH MARK DISK
 NP0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0379_STAMPING: H 345 1956
 NP0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0379+STABILITY: SURFACE MOTION
 NP0379
 NP0379  HISTORY     - Date     Condition        Report By
 NP0379  HISTORY     - 1956     MONUMENTED       CGS
 NP0379  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0379
 NP0379                          STATION DESCRIPTION
 NP0379
 NP0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0379'18 MI W FROM HEMINGFORD.
 NP0379'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0379'OFFICE AT HEMINGFORD, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY
 NP0379'87, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 NP0379'1.0 MILE WEST ALONG A GRADED DIRT ROAD, 0.3 MILE NORTHEAST OF A
 NP0379'FARMHOUSE, 0.15 MILE NORTHEAST OF A FARMHOUSE, 33 FEET NORTH
 NP0379'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 25 FEET EAST OF A
 NP0379'TELEPHONE POLE, ON THE EXTENDED CENTER LINE OF A ROAD LEADING
 NP0379'SOUTH, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 NP0379'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE
 NP0379'SOUTHWEST 1/4 OF SECTION 16, TOWNSHIP 27 NORTH, RANGE 52 WEST.
 NP0379
 NP0379                          STATION RECOVERY (1981)
 NP0379
 NP0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1707 ***********************************************************************
 MK1707  DESIGNATION -  H 346
 MK1707  PID         -  MK1707
 MK1707  STATE/COUNTY-  NE/PLATTE
 MK1707  USGS QUAD   -  TARNOV (1985)
 MK1707
 MK1707                         *CURRENT SURVEY CONTROL
 MK1707  ___________________________________________________________________
 MK1707* NAD 83(1986)-  41 35 03.     (N)    097 34 51.     (W)     SCALED    
 MK1707* NAVD 88     -       480.691  (meters)    1577.07   (feet)  ADJUSTED  
 MK1707  ___________________________________________________________________
 MK1707  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 MK1707  DYNAMIC HT  -         480.479 (meters)    1576.37  (feet)  COMP
 MK1707  MODELED GRAV-     980,167.7   (mgal)                       NAVD 88
 MK1707
 MK1707  VERT ORDER  -  SECOND    CLASS 0
 MK1707
 MK1707.The horizontal coordinates were scaled from a topographic map and have
 MK1707.an estimated accuracy of +/- 6 seconds.
 MK1707
 MK1707.The orthometric height was determined by differential leveling
 MK1707.and adjusted by the National Geodetic Survey in June 1991..
 MK1707
 MK1707.The geoid height was determined by GEOID03.
 MK1707
 MK1707.The dynamic height is computed by dividing the NAVD 88
 MK1707.geopotential number by the normal gravity value computed on the
 MK1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1707.degrees latitude (g = 980.6199 gals.).
 MK1707
 MK1707.The modeled gravity was interpolated from observed gravity values.
 MK1707
 MK1707;                    North         East    Units  Estimated Accuracy
 MK1707;SPC NE       -   197,210.      701,630.      MT  (+/- 180 meters Scaled)
 MK1707
 MK1707                          SUPERSEDED SURVEY CONTROL
 MK1707
 MK1707  NGVD 29 (??/??/92)  480.496  (m)         1576.43   (f) ADJ UNCH    2 0
 MK1707
 MK1707.Superseded values are not recommended for survey control.
 MK1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1707.See file dsdata.txt to determine how the superseded data were derived.
 MK1707
 MK1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM182045(NAD 83)
 MK1707_MARKER: DB = BENCH MARK DISK
 MK1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1707_STAMPING: H 346 1957
 MK1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1707+STABILITY: SURFACE MOTION
 MK1707
 MK1707  HISTORY     - Date     Condition        Report By
 MK1707  HISTORY     - 1957     MONUMENTED       CGS
 MK1707  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1707
 MK1707                          STATION DESCRIPTION
 MK1707
 MK1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1707'7.5 MI NW FROM PLATTE CENTER.
 MK1707'ABOUT 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1707'STATION AT PLATTE CENTER, THENCE 3.6 MILES WEST ALONG A ROAD,
 MK1707'THENCE 2.7 MILES NORTHWEST, THENCE 1.0 MILES NORTH, IN SECTION
 MK1707'31, T. 19 N., R. 2 W., 42 FEET WEST OF THE CENTER LINE OF THE
 MK1707'ROAD, 34 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 MK1707'56 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 24 FEET
 MK1707'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE
 MK1707'THAT IS ON THE EAST-WEST ROAD, 4 FEET WEST OF A POWER POLE
 MK1707'WITH A SMALL TRANSFORMER, 3 FEET BELOW THE LEVEL OF THE ROAD
 MK1707'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 MK1707
 MK1707                          STATION RECOVERY (1989)
 MK1707
 MK1707'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0213 ***********************************************************************
 NO0213  DESIGNATION -  H 347
 NO0213  PID         -  NO0213
 NO0213  STATE/COUNTY-  NE/CHERRY
 NO0213  USGS QUAD   -  CODY WEST (1985)
 NO0213
 NO0213                         *CURRENT SURVEY CONTROL
 NO0213  ___________________________________________________________________
 NO0213* NAD 83(1986)-  42 56 20.     (N)    101 15 38.     (W)     SCALED    
 NO0213* NAVD 88     -       942.359  (meters)    3091.72   (feet)  ADJUSTED  
 NO0213  ___________________________________________________________________
 NO0213  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 NO0213  DYNAMIC HT  -         941.951 (meters)    3090.38  (feet)  COMP
 NO0213  MODELED GRAV-     980,155.4   (mgal)                       NAVD 88
 NO0213
 NO0213  VERT ORDER  -  FIRST     CLASS II
 NO0213
 NO0213.The horizontal coordinates were scaled from a topographic map and have
 NO0213.an estimated accuracy of +/- 6 seconds.
 NO0213
 NO0213.The orthometric height was determined by differential leveling
 NO0213.and adjusted by the National Geodetic Survey in June 1991..
 NO0213
 NO0213.The geoid height was determined by GEOID03.
 NO0213
 NO0213.The dynamic height is computed by dividing the NAVD 88
 NO0213.geopotential number by the normal gravity value computed on the
 NO0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0213.degrees latitude (g = 980.6199 gals.).
 NO0213
 NO0213.The modeled gravity was interpolated from observed gravity values.
 NO0213
 NO0213;                    North         East    Units  Estimated Accuracy
 NO0213;SPC NE       -   345,580.      397,120.      MT  (+/- 180 meters Scaled)
 NO0213
 NO0213                          SUPERSEDED SURVEY CONTROL
 NO0213
 NO0213  NGVD 29 (??/??/92)  941.978  (m)         3090.47   (f) ADJ UNCH    1 2
 NO0213
 NO0213.Superseded values are not recommended for survey control.
 NO0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0213.See file dsdata.txt to determine how the superseded data were derived.
 NO0213
 NO0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN155565(NAD 83)
 NO0213_MARKER: DB = BENCH MARK DISK
 NO0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0213_STAMPING: H 347 1957
 NO0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0213+STABILITY: SURFACE MOTION
 NO0213
 NO0213  HISTORY     - Date     Condition        Report By
 NO0213  HISTORY     - 1957     MONUMENTED       CGS
 NO0213
 NO0213                          STATION DESCRIPTION
 NO0213
 NO0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0213'0.7 MI W FROM CODY.
 NO0213'ABOUT 0.7 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0213'FROM THE STATION AT CODY, IN SECTION 12, T. 34 N., R. 34 W., 7
 NO0213'FEET WEST OF MILEPOST 308, 68 FEET SOUTH OF THE SOUTH RAIL, 122
 NO0213'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 220 FEET
 NO0213'NORTH-NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER
 NO0213'OF A ROW OF CABINS, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 NO0213'ABOUT 3 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE
 NO0213'POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0220 ***********************************************************************
 NP0220  DESIGNATION -  H 348
 NP0220  PID         -  NP0220
 NP0220  STATE/COUNTY-  NE/DAWES
 NP0220  USGS QUAD   -  BORDEAUX (1969)
 NP0220
 NP0220                         *CURRENT SURVEY CONTROL
 NP0220  ___________________________________________________________________
 NP0220* NAD 83(1986)-  42 47 27.     (N)    102 50 41.     (W)     SCALED    
 NP0220* NAVD 88     -      1100.143  (meters)    3609.39   (feet)  ADJUSTED  
 NP0220  ___________________________________________________________________
 NP0220  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 NP0220  DYNAMIC HT  -        1099.596 (meters)    3607.59  (feet)  COMP
 NP0220  MODELED GRAV-     980,085.9   (mgal)                       NAVD 88
 NP0220
 NP0220  VERT ORDER  -  FIRST     CLASS II
 NP0220
 NP0220.The horizontal coordinates were scaled from a topographic map and have
 NP0220.an estimated accuracy of +/- 6 seconds.
 NP0220
 NP0220.The orthometric height was determined by differential leveling
 NP0220.and adjusted by the National Geodetic Survey in June 1991..
 NP0220
 NP0220.The geoid height was determined by GEOID03.
 NP0220
 NP0220.The dynamic height is computed by dividing the NAVD 88
 NP0220.geopotential number by the normal gravity value computed on the
 NP0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0220.degrees latitude (g = 980.6199 gals.).
 NP0220
 NP0220.The modeled gravity was interpolated from observed gravity values.
 NP0220
 NP0220;                    North         East    Units  Estimated Accuracy
 NP0220;SPC NE       -   332,210.      267,320.      MT  (+/- 180 meters Scaled)
 NP0220
 NP0220                          SUPERSEDED SURVEY CONTROL
 NP0220
 NP0220  NGVD 29 (??/??/92) 1099.603  (m)         3607.61   (f) ADJ UNCH    1 2
 NP0220
 NP0220.Superseded values are not recommended for survey control.
 NP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0220.See file dsdata.txt to determine how the superseded data were derived.
 NP0220
 NP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH762398(NAD 83)
 NP0220_MARKER: DB = BENCH MARK DISK
 NP0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0220_SP_SET: CULVERT
 NP0220_STAMPING: H 348 1957
 NP0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0220
 NP0220  HISTORY     - Date     Condition        Report By
 NP0220  HISTORY     - 1957     MONUMENTED       CGS
 NP0220
 NP0220                          STATION DESCRIPTION
 NP0220
 NP0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0220'8.5 MI SE FROM CHADRON.
 NP0220'ABOUT 8.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0220'RAILWAY FROM THE STATION AT CHADRON, IN SECTION 34, T. 33 N.,
 NP0220'R. 47 W., 9 2/3 POLES SOUTHEAST OF MILEPOST 398, 15 1/2 FEET
 NP0220'SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 5 FEET BELOW THE LEVEL OF
 NP0220'THE RAIL AND IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 NP0220'HEADWALL OF A STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0252 ***********************************************************************
 NP0252  DESIGNATION -  H 349
 NP0252  PID         -  NP0252
 NP0252  STATE/COUNTY-  NE/DAWES
 NP0252  USGS QUAD   -  TRUNK BUTTE (1980)
 NP0252
 NP0252                         *CURRENT SURVEY CONTROL
 NP0252  ___________________________________________________________________
 NP0252* NAD 83(1986)-  42 49 16.     (N)    103 09 31.     (W)     SCALED    
 NP0252* NAVD 88     -      1018.255  (meters)    3340.72   (feet)  ADJUSTED  
 NP0252  ___________________________________________________________________
 NP0252  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 NP0252  DYNAMIC HT  -        1017.747 (meters)    3339.06  (feet)  COMP
 NP0252  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 NP0252
 NP0252  VERT ORDER  -  FIRST     CLASS II
 NP0252
 NP0252.The horizontal coordinates were scaled from a topographic map and have
 NP0252.an estimated accuracy of +/- 6 seconds.
 NP0252
 NP0252.The orthometric height was determined by differential leveling
 NP0252.and adjusted by the National Geodetic Survey in June 1991..
 NP0252
 NP0252.The geoid height was determined by GEOID03.
 NP0252
 NP0252.The dynamic height is computed by dividing the NAVD 88
 NP0252.geopotential number by the normal gravity value computed on the
 NP0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0252.degrees latitude (g = 980.6199 gals.).
 NP0252
 NP0252.The modeled gravity was interpolated from observed gravity values.
 NP0252
 NP0252;                    North         East    Units  Estimated Accuracy
 NP0252;SPC NE       -   336,470.      241,780.      MT  (+/- 180 meters Scaled)
 NP0252
 NP0252                          SUPERSEDED SURVEY CONTROL
 NP0252
 NP0252  NGVD 29 (??/??/92) 1017.704  (m)         3338.92   (f) ADJ UNCH    1 2
 NP0252
 NP0252.Superseded values are not recommended for survey control.
 NP0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0252.See file dsdata.txt to determine how the superseded data were derived.
 NP0252
 NP0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH505425(NAD 83)
 NP0252_MARKER: DB = BENCH MARK DISK
 NP0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0252_STAMPING: H 349 1957
 NP0252_MARK LOGO: CGS   
 NP0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0252+STABILITY: SURFACE MOTION
 NP0252
 NP0252  HISTORY     - Date     Condition        Report By
 NP0252  HISTORY     - 1957     MONUMENTED       CGS
 NP0252  HISTORY     - 19890823 GOOD             NGS
 NP0252
 NP0252                          STATION DESCRIPTION
 NP0252
 NP0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0252'5.9 MI NE FROM WHITNEY.
 NP0252'ABOUT 5.9 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0252'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 24, T. 33 N.,
 NP0252'R. 50 W., 6 FEET WEST OF THE FOURTH POLE NORTHEAST OF MILE
 NP0252'POST 416, 39 FEET SOUTH-SOUTHEAST OF THE NEAR RAIL, 92 FEET
 NP0252'NORTH-NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET
 NP0252'EAST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE TRACK
 NP0252'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 NP0252
 NP0252                          STATION RECOVERY (1989)
 NP0252
 NP0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (JAO)
 NP0252'ABOUT 13 KM (8.05 MI) WEST FROM CHADRON, IN A GRASS STRIP BETWEEN OLD
 NP0252'U.S.  HIGHWAY 20 AND A RAILROAD TRACK.  OWNERSHIP-CHICAGO AND
 NP0252'NORTHWESTERN RAILROAD. TO REACH FROM THE WEST JUNCTION OF U.S.
 NP0252'HIGHWAYS 20 AND 385, AT CHADRON, GO WEST ON THE HIGHWAYS FOR 3.52 KM
 NP0252'(2.20 MI) TO A FORK. KEEP LEFT AND GO WEST ON HIGHWAY 20 FOR 1.38 KM
 NP0252'(0.85 MI) TO A ROAD RIGHT.  TURN RIGHT AND CONTINUE WEST, ON THE OLD
 NP0252'ROUTE FOR HIGHWAY 20, FOR 6.29 KM (3.90 MI) TO A DIRT LANE ON THE
 NP0252'RIGHT.  TURN RIGHT AND FOLLOW ALONG UTILITY POLES FOR 0.16 KM (0.10
 NP0252'MI) TO THE MARK ON THE RIGHT. THE MARK IS 11.6 M (38.1 FT) SOUTH FROM
 NP0252'THE SOUTH RAIL OF THE TRACK, 2.4 M (7.9 FT) WEST FROM A UTILITY POLE,
 NP0252'17.5 M (57.4 FT) NORTH FROM A FENCE, 0.7 M (2.3 FT) EAST FROM A WOODEN
 NP0252'WITNESS POST, 0.4 M (1.3 FT) NORTH FROM A FIBERGLASS WITNESS POST,
 NP0252'PROJECTS ABOUT 0.15 M (0.49 FT) AND IS ABOUT 0.5 M (1.6 FT) HIGHER
 NP0252'THAN THE TRACK. THE MARK WAS VISITED BY A NGS, GPS UNIT, IN THE SUMMER
 NP0252'OF 1989 AND FOUND TO BE LOOSE IN THE GROUND.  ACCORDINGLY, THIS MARK
 NP0252'SHOULD BE USED WITH EXTREME CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0327 ***********************************************************************
 NO0327  DESIGNATION -  H 350
 NO0327  PID         -  NO0327
 NO0327  STATE/COUNTY-  NE/CHERRY
 NO0327  USGS QUAD   -  TRUMBULL LAKE (1990)
 NO0327
 NO0327                         *CURRENT SURVEY CONTROL
 NO0327  ___________________________________________________________________
 NO0327* NAD 83(1986)-  42 53 39.     (N)    101 51 45.     (W)     SCALED    
 NO0327* NAVD 88     -      1029.301  (meters)    3376.97   (feet)  ADJUSTED  
 NO0327  ___________________________________________________________________
 NO0327  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 NO0327  DYNAMIC HT  -        1028.834 (meters)    3375.43  (feet)  COMP
 NO0327  MODELED GRAV-     980,130.9   (mgal)                       NAVD 88
 NO0327
 NO0327  VERT ORDER  -  FIRST     CLASS II
 NO0327
 NO0327.The horizontal coordinates were scaled from a topographic map and have
 NO0327.an estimated accuracy of +/- 6 seconds.
 NO0327
 NO0327.The orthometric height was determined by differential leveling
 NO0327.and adjusted by the National Geodetic Survey in June 1991..
 NO0327
 NO0327.The geoid height was determined by GEOID03.
 NO0327
 NO0327.The dynamic height is computed by dividing the NAVD 88
 NO0327.geopotential number by the normal gravity value computed on the
 NO0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0327.degrees latitude (g = 980.6199 gals.).
 NO0327
 NO0327.The modeled gravity was interpolated from observed gravity values.
 NO0327
 NO0327;                    North         East    Units  Estimated Accuracy
 NO0327;SPC NE       -   341,500.      347,890.      MT  (+/- 180 meters Scaled)
 NO0327
 NO0327                          SUPERSEDED SURVEY CONTROL
 NO0327
 NO0327  NGVD 29 (??/??/92) 1028.854  (m)         3375.50   (f) ADJ UNCH    1 2
 NO0327
 NO0327.Superseded values are not recommended for survey control.
 NO0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0327.See file dsdata.txt to determine how the superseded data were derived.
 NO0327
 NO0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN662530(NAD 83)
 NO0327_MARKER: DB = BENCH MARK DISK
 NO0327_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NO0327+WITH SETTING: INTO GROUND
 NO0327_STAMPING: H 350 1957
 NO0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0327+STABILITY: SURFACE MOTION
 NO0327
 NO0327  HISTORY     - Date     Condition        Report By
 NO0327  HISTORY     - 1957     MONUMENTED       CGS
 NO0327
 NO0327                          STATION DESCRIPTION
 NO0327
 NO0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0327'8.9 MI W FROM MERRIMAN.
 NO0327'ABOUT 8.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0327'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 39 W., SECTION
 NO0327'25, IN LINE WITH A ROW OF TELEPHONE POLES, 76 1/2 FEET EAST
 NO0327'OF MILEPOST 341, 38 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE
 NO0327'TRACK, 8 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 3 FEET
 NO0327'NORTH OF A WHITE WOODEN WITNESS POST, A DISK BRAZED ON THE TOP
 NO0327'OF A 3-INCH IRON PIPE WHICH PROJECTS 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0044 ***********************************************************************
 NP0044  DESIGNATION -  H 352
 NP0044  PID         -  NP0044
 NP0044  STATE/COUNTY-  NE/SHERIDAN
 NP0044  USGS QUAD   -  RUSHVILLE (1966)
 NP0044
 NP0044                         *CURRENT SURVEY CONTROL
 NP0044  ___________________________________________________________________
 NP0044* NAD 83(1986)-  42 44 22.     (N)    102 26 25.     (W)     SCALED    
 NP0044* NAVD 88     -      1144.864  (meters)    3756.11   (feet)  ADJUSTED  
 NP0044  ___________________________________________________________________
 NP0044  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 NP0044  DYNAMIC HT  -        1144.289 (meters)    3754.22  (feet)  COMP
 NP0044  MODELED GRAV-     980,079.0   (mgal)                       NAVD 88
 NP0044
 NP0044  VERT ORDER  -  FIRST     CLASS II
 NP0044
 NP0044.This mark is at Modisett Airport (9V5)
 NP0044
 NP0044.The horizontal coordinates were scaled from a topographic map and have
 NP0044.an estimated accuracy of +/- 6 seconds.
 NP0044
 NP0044.The orthometric height was determined by differential leveling
 NP0044.and adjusted by the National Geodetic Survey in June 1991..
 NP0044
 NP0044.The geoid height was determined by GEOID03.
 NP0044
 NP0044.The dynamic height is computed by dividing the NAVD 88
 NP0044.geopotential number by the normal gravity value computed on the
 NP0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0044.degrees latitude (g = 980.6199 gals.).
 NP0044
 NP0044.The modeled gravity was interpolated from observed gravity values.
 NP0044
 NP0044;                    North         East    Units  Estimated Accuracy
 NP0044;SPC NE       -   325,500.      300,230.      MT  (+/- 180 meters Scaled)
 NP0044
 NP0044                          SUPERSEDED SURVEY CONTROL
 NP0044
 NP0044  NGVD 29 (??/??/92) 1144.340  (m)         3754.39   (f) ADJ UNCH    1 2
 NP0044
 NP0044.Superseded values are not recommended for survey control.
 NP0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0044.See file dsdata.txt to determine how the superseded data were derived.
 NP0044
 NP0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH095350(NAD 83)
 NP0044_MARKER: DB = BENCH MARK DISK
 NP0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0044_STAMPING: H 352 1957
 NP0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0044+STABILITY: SURFACE MOTION
 NP0044
 NP0044  HISTORY     - Date     Condition        Report By
 NP0044  HISTORY     - 1957     MONUMENTED       CGS
 NP0044
 NP0044                          STATION DESCRIPTION
 NP0044
 NP0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0044'2.2 MI NE FROM RUSHVILLE.
 NP0044'ABOUT 1.25 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0044'RAILWAY FROM THE STATION AT RUSHVILLE, THENCE 1.0 MILE NORTH
 NP0044'ALONG A DIRT ROAD TO THE MODISETT AIRPORT, AT THE AIRPORT, 132
 NP0044'FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 97 1/2 FEET WEST
 NP0044'OF THE WEST RIGHT OF WAY FENCE, 61 FEET EAST OF THE NORTHEAST
 NP0044'CORNER OF THE NORTH CINDER BLOCK HANGAR, 226 FEET NORTH OF THE
 NP0044'NORTHEAST CORNER OF THE OFFICE BUILDING, 15 1/2 FEET WEST OF A
 NP0044'TRANSFORMER POLE, 2 FEET SOUTH OF A FENCE LINE, 1 1/2 FEET
 NP0044'WEST OF A WHITE WOODEN WITNESS POST, IN T. 32 N., R. 44 W.,
 NP0044'SECTION 23., SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0044'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0197 ***********************************************************************
 NP0197  DESIGNATION -  H 353
 NP0197  PID         -  NP0197
 NP0197  STATE/COUNTY-  NE/SHERIDAN
 NP0197  USGS QUAD   -  HAY SPRINGS NE (1966)
 NP0197
 NP0197                         *CURRENT SURVEY CONTROL
 NP0197  ___________________________________________________________________
 NP0197* NAD 83(1986)-  42 41 35.     (N)    102 37 18.     (W)     SCALED    
 NP0197* NAVD 88     -      1162.293  (meters)    3813.29   (feet)  ADJUSTED  
 NP0197  ___________________________________________________________________
 NP0197  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 NP0197  DYNAMIC HT  -        1161.699 (meters)    3811.34  (feet)  COMP
 NP0197  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 NP0197
 NP0197  VERT ORDER  -  FIRST     CLASS II
 NP0197
 NP0197.The horizontal coordinates were scaled from a topographic map and have
 NP0197.an estimated accuracy of +/- 6 seconds.
 NP0197
 NP0197.The orthometric height was determined by differential leveling
 NP0197.and adjusted by the National Geodetic Survey in June 1991..
 NP0197
 NP0197.The geoid height was determined by GEOID03.
 NP0197
 NP0197.The dynamic height is computed by dividing the NAVD 88
 NP0197.geopotential number by the normal gravity value computed on the
 NP0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0197.degrees latitude (g = 980.6199 gals.).
 NP0197
 NP0197.The modeled gravity was interpolated from observed gravity values.
 NP0197
 NP0197;                    North         East    Units  Estimated Accuracy
 NP0197;SPC NE       -   320,780.      285,230.      MT  (+/- 180 meters Scaled)
 NP0197
 NP0197                          SUPERSEDED SURVEY CONTROL
 NP0197
 NP0197  NGVD 29 (??/??/92) 1161.756  (m)         3811.53   (f) ADJ UNCH    1 2
 NP0197
 NP0197.Superseded values are not recommended for survey control.
 NP0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0197.See file dsdata.txt to determine how the superseded data were derived.
 NP0197
 NP0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH948294(NAD 83)
 NP0197_MARKER: DB = BENCH MARK DISK
 NP0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0197_STAMPING: H 353 1957
 NP0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0197+STABILITY: SURFACE MOTION
 NP0197
 NP0197  HISTORY     - Date     Condition        Report By
 NP0197  HISTORY     - 1957     MONUMENTED       CGS
 NP0197
 NP0197                          STATION DESCRIPTION
 NP0197
 NP0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0197'3.6 MI NE FROM HAY SPRINGS.
 NP0197'ABOUT 3.65 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0197'RAILWAY FROM THE STATION AT HAY SPRINGS, IN T. 31 N., R. 45 W.,
 NP0197'IN LINE WITH A ROW OF TELEPHONE POLES, 69 FEET NORTHWEST OF THE
 NP0197'CENTER LINE OF U.S. HIGHWAY 20, 51 FEET NORTHEAST OF THE FIRST POLE
 NP0197'NORTH EAST OF MILEPOST 383, 5 1/2 POLES EAST OF A THROUGH CUT ON
 NP0197'THE HIGHWAY AND RAILROAD, 33 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 NP0197'ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS, 1 1/2 FEET SOUTHWEST
 NP0197'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 NP0197'WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0481 ***********************************************************************
 NP0481  DESIGNATION -  H 354
 NP0481  PID         -  NP0481
 NP0481  STATE/COUNTY-  NE/SIOUX
 NP0481  USGS QUAD   -  ORELLA (1980)
 NP0481
 NP0481                         *CURRENT SURVEY CONTROL
 NP0481  ___________________________________________________________________
 NP0481* NAD 83(1986)-  42 55 06.     (N)    103 34 54.     (W)     SCALED    
 NP0481* NAVD 88     -      1144.664  (meters)    3755.45   (feet)  ADJUSTED  
 NP0481  ___________________________________________________________________
 NP0481  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 NP0481  DYNAMIC HT  -        1144.104 (meters)    3753.61  (feet)  COMP
 NP0481  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 NP0481
 NP0481  VERT ORDER  -  FIRST     CLASS II
 NP0481
 NP0481.The horizontal coordinates were scaled from a topographic map and have
 NP0481.an estimated accuracy of +/- 6 seconds.
 NP0481
 NP0481.The orthometric height was determined by differential leveling
 NP0481.and adjusted by the National Geodetic Survey in June 1991..
 NP0481
 NP0481.The geoid height was determined by GEOID03.
 NP0481
 NP0481.The dynamic height is computed by dividing the NAVD 88
 NP0481.geopotential number by the normal gravity value computed on the
 NP0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0481.degrees latitude (g = 980.6199 gals.).
 NP0481
 NP0481.The modeled gravity was interpolated from observed gravity values.
 NP0481
 NP0481;                    North         East    Units  Estimated Accuracy
 NP0481;SPC NE       -   348,610.      207,660.      MT  (+/- 180 meters Scaled)
 NP0481
 NP0481                          SUPERSEDED SURVEY CONTROL
 NP0481
 NP0481  NGVD 29 (??/??/92) 1144.091  (m)         3753.57   (f) ADJ UNCH    1 2
 NP0481
 NP0481.Superseded values are not recommended for survey control.
 NP0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0481.See file dsdata.txt to determine how the superseded data were derived.
 NP0481
 NP0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH157527(NAD 83)
 NP0481_MARKER: DB = BENCH MARK DISK
 NP0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0481_SP_SET: CONCRETE POST
 NP0481_STAMPING: H 354 1957
 NP0481_MARK LOGO: CGS   
 NP0481_PROJECTION: PROJECTING 12 CENTIMETERS
 NP0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0481+STABILITY: SURFACE MOTION
 NP0481
 NP0481  HISTORY     - Date     Condition        Report By
 NP0481  HISTORY     - 1957     MONUMENTED       CGS
 NP0481  HISTORY     - 1985     GOOD             NGS
 NP0481
 NP0481                          STATION DESCRIPTION
 NP0481
 NP0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0481'19 MI NW FROM CRAWFORD.
 NP0481'ABOUT 19.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0481'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, 6 FEET SOUTHEAST
 NP0481'OF THE FIFTH POLE SOUTHEAST OF MILEPOST 442, 59 FEET NORTHEAST
 NP0481'OF THE NORTHEAST RAIL, 84 FEET SOUTHWEST OF THE CENTER LINE OF
 NP0481'STATE HIGHWAY 2, 95 FEET EAST OF THE CENTER OF A PRIVATE ROAD
 NP0481'CROSSING, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 NP0481'3 FEET ABOVE THE LEVEL OF THE RAIL AND IN THE TOP OF A CONCRETE
 NP0481'POST PROJECTING 5 INCHES.
 NP0481
 NP0481                          STATION RECOVERY (1985)
 NP0481
 NP0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0481'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0481'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0481'MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH ALONG STATE
 NP0481'ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL ROAD, THENCE 3.7
 NP0481'KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0481'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD, THENCE 23.8
 NP0481'KM (14.75 MI) NORTH ALONG THE EAST SIDE OF THE TRACKS, 25.6 METERS
 NP0481'(84 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 1.8 METERS (6 FT)
 NP0481'SOUTHEAST OF THE FIFTH POLE SOUTHEAST OF MILEPOLE 442 AND 0.6 METER
 NP0481'(2 FT) NORTHWEST OF A WITNESS POST.
 NP0481'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 NP0481'THE MARK IS 0.9 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0539 ***********************************************************************
 NN0539  DESIGNATION -  H 36
 NN0539  PID         -  NN0539
 NN0539  STATE/COUNTY-  NE/ROCK
 NN0539  USGS QUAD   -  RIVERVIEW (1974)
 NN0539
 NN0539                         *CURRENT SURVEY CONTROL
 NN0539  ___________________________________________________________________
 NN0539* NAD 83(1986)-  42 40 26.     (N)    099 35 02.     (W)     SCALED    
 NN0539* NAVD 88     -       680.135  (meters)    2231.41   (feet)  ADJUSTED  
 NN0539  ___________________________________________________________________
 NN0539  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 NN0539  DYNAMIC HT  -         679.870 (meters)    2230.54  (feet)  COMP
 NN0539  MODELED GRAV-     980,209.1   (mgal)                       NAVD 88
 NN0539
 NN0539  VERT ORDER  -  SECOND    CLASS 0
 NN0539
 NN0539.The horizontal coordinates were scaled from a topographic map and have
 NN0539.an estimated accuracy of +/- 6 seconds.
 NN0539
 NN0539.The orthometric height was determined by differential leveling
 NN0539.and adjusted by the National Geodetic Survey in June 1991..
 NN0539
 NN0539.The geoid height was determined by GEOID03.
 NN0539
 NN0539.The dynamic height is computed by dividing the NAVD 88
 NN0539.geopotential number by the normal gravity value computed on the
 NN0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0539.degrees latitude (g = 980.6199 gals.).
 NN0539
 NN0539.The modeled gravity was interpolated from observed gravity values.
 NN0539
 NN0539;                    North         East    Units  Estimated Accuracy
 NN0539;SPC NE       -   315,480.      534,100.      MT  (+/- 180 meters Scaled)
 NN0539
 NN0539                          SUPERSEDED SURVEY CONTROL
 NN0539
 NN0539  NGVD 29 (??/??/92)  679.887  (m)         2230.60   (f) ADJ UNCH    2 0
 NN0539
 NN0539.Superseded values are not recommended for survey control.
 NN0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0539.See file dsdata.txt to determine how the superseded data were derived.
 NN0539
 NN0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN521247(NAD 83)
 NN0539_MARKER: DB = BENCH MARK DISK
 NN0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0539_STAMPING: H-36--1934
 NN0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0539+STABILITY: SURFACE MOTION
 NN0539
 NN0539  HISTORY     - Date     Condition        Report By
 NN0539  HISTORY     - 1934     MONUMENTED       CGS
 NN0539
 NN0539                          STATION DESCRIPTION
 NN0539
 NN0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0539'7.9 MI N FROM BASSETT.
 NN0539'H-36 IS LOCATED 7.9 MILES NORTH OF THE CHICAGO AND NORTHWESTERN
 NN0539'RWY. STATION AT BASSETT, 3.8 MILES SOUTH OF THE NIOBRARA RIVER
 NN0539'BRIDGE, 44 FT. NORTH OF CENTERLINE OF U.S. HY. 83, 5.3 FT.
 NN0539'NORTH OF CORNER OF WIRE FENCE, 2.3 FT. WEST OF FENCE LINE.
 NN0539'STANDARD TABLET SET IN TOP OF A CONCRETE POST 6 IN HIGH.  STAMPED
 NN0539'H 36 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0689 ***********************************************************************
 LG0689  DESIGNATION -  H 363
 LG0689  PID         -  LG0689
 LG0689  STATE/COUNTY-  NE/YORK
 LG0689  USGS QUAD   -  YORK NORTH (1980)
 LG0689
 LG0689                         *CURRENT SURVEY CONTROL
 LG0689  ___________________________________________________________________
 LG0689* NAD 83(1986)-  40 53 12.     (N)    097 37 01.     (W)     SCALED    
 LG0689* NAVD 88     -       504.163  (meters)    1654.07   (feet)  ADJUSTED  
 LG0689  ___________________________________________________________________
 LG0689  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 LG0689  DYNAMIC HT  -         503.898 (meters)    1653.21  (feet)  COMP
 LG0689  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 LG0689
 LG0689  VERT ORDER  -  SECOND    CLASS 0
 LG0689
 LG0689.The horizontal coordinates were scaled from a topographic map and have
 LG0689.an estimated accuracy of +/- 6 seconds.
 LG0689
 LG0689.The orthometric height was determined by differential leveling
 LG0689.and adjusted by the National Geodetic Survey in June 1991..
 LG0689
 LG0689.The geoid height was determined by GEOID03.
 LG0689
 LG0689.The dynamic height is computed by dividing the NAVD 88
 LG0689.geopotential number by the normal gravity value computed on the
 LG0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0689.degrees latitude (g = 980.6199 gals.).
 LG0689
 LG0689.The modeled gravity was interpolated from observed gravity values.
 LG0689
 LG0689;                    North         East    Units  Estimated Accuracy
 LG0689;SPC NE       -   119,720.      700,760.      MT  (+/- 180 meters Scaled)
 LG0689
 LG0689                          SUPERSEDED SURVEY CONTROL
 LG0689
 LG0689  NGVD 29 (??/??/92)  503.900  (m)         1653.21   (f) ADJ UNCH    2 0
 LG0689
 LG0689.Superseded values are not recommended for survey control.
 LG0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0689.See file dsdata.txt to determine how the superseded data were derived.
 LG0689
 LG0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL165270(NAD 83)
 LG0689_MARKER: DB = BENCH MARK DISK
 LG0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0689_STAMPING: H 363 1961
 LG0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0689+STABILITY: SURFACE MOTION
 LG0689
 LG0689  HISTORY     - Date     Condition        Report By
 LG0689  HISTORY     - 1961     MONUMENTED       CGS
 LG0689
 LG0689                          STATION DESCRIPTION
 LG0689
 LG0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0689'2.2 MI W FROM YORK.
 LG0689'0.3 MILE ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 LG0689'THE STATION AT YORK, THENCE 0.9 MILE NORTH ALONG DIVISION STREET,
 LG0689'THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 34 AND STATE 2, 35 FEET
 LG0689'SOUTH OF CENTERLINE OF U.S. HIGHWAY 34 AND STATE 2, 51 FEET
 LG0689'SOUTHWEST OF JUNCTION OF CROSSROADS, 41.3 FEET WEST OF CENTER
 LG0689'OF DIRT ROAD, 8 FEET OF E-W AND N-S FENCE CORNER, 2.4 FEET
 LG0689'WEST OF A METAL WITNESS POST WITH SIGN, 1 FOOT LOWER THAN
 LG0689'HIGHWAY, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0689'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1406 ***********************************************************************
 LG1406  DESIGNATION -  H 364 RESET
 LG1406  PID         -  LG1406
 LG1406  STATE/COUNTY-  NE/CASS
 LG1406  USGS QUAD   -  AVOCA (1966)
 LG1406
 LG1406                         *CURRENT SURVEY CONTROL
 LG1406  ___________________________________________________________________
 LG1406* NAD 83(1986)-  40 48 46.     (N)    096 07 27.     (W)     SCALED    
 LG1406* NAVD 88     -       367.51   (meters)    1205.7    (feet)  RESET     
 LG1406  ___________________________________________________________________
 LG1406  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 LG1406
 LG1406  VERT ORDER  -  THIRD
 LG1406
 LG1406.The horizontal coordinates were scaled from a topographic map and have
 LG1406.an estimated accuracy of +/- 6 seconds.
 LG1406
 LG1406.The orthometric height was computed from unverified reset data.
 LG1406.No vertical observational check was made to the station.
 LG1406
 LG1406.The geoid height was determined by GEOID03.
 LG1406
 LG1406;                    North         East    Units  Estimated Accuracy
 LG1406;SPC NE       -   116,070.      826,820.      MT  (+/- 180 meters Scaled)
 LG1406
 LG1406                          SUPERSEDED SURVEY CONTROL
 LG1406
 LG1406  NGVD 29 (08/02/06)  367.42   (m)         1205.4    (f) RESET       3  
 LG1406
 LG1406.Superseded values are not recommended for survey control.
 LG1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1406.See file dsdata.txt to determine how the superseded data were derived.
 LG1406
 LG1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL425219(NAD 83)
 LG1406_MARKER: DV = VERTICAL CONTROL DISK
 LG1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1406_SP_SET: CONCRETE POST
 LG1406_STAMPING: H 364 RESET 1984
 LG1406_MARK LOGO: NGS   
 LG1406_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1406+STABILITY: SURFACE MOTION
 LG1406
 LG1406  HISTORY     - Date     Condition        Report By
 LG1406  HISTORY     - 1984     MONUMENTED       NGS
 LG1406
 LG1406                          STATION DESCRIPTION
 LG1406
 LG1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1406'0.08 KM (0.05 MI) WEST FROM THE POST OFFICE IN AVOCA, THENCE 2.09 KM
 LG1406'(1.30 MI) RIGHT AND NORTH ALONG STATE HIGHWAY 13C SPUR, THENCE 0.32
 LG1406'KM (0.20 MI) LEFT AND WEST ALONG US HIGHWAY 34 TO THE MARK ON THE
 LG1406'RIGHT, ABOUT 91 M (298.6 FT) EAST FROM A SMALL STREAM, 19.1 M (62.7
 LG1406'FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 6.10 M (20.01 FT)
 LG1406'NORTH-NORTHEAST FROM THE EAST END OF A METAL PIPE CULVERT FOR A FIELD
 LG1406'ENTRANCE, 5.2 M (17.1 FT) EAST FROM THE CENTER OF A GATE, 1.34 M
 LG1406'(4.40 FT) EAST FROM A CONCRETE RIGHT-OF-WAY MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0466 ***********************************************************************
 LG0466  DESIGNATION -  H 365
 LG0466  PID         -  LG0466
 LG0466  STATE/COUNTY-  NE/SALINE
 LG0466  USGS QUAD   -  DORCHESTER (1964)
 LG0466
 LG0466                         *CURRENT SURVEY CONTROL
 LG0466  ___________________________________________________________________
 LG0466* NAD 83(1986)-  40 37 31.     (N)    097 07 21.     (W)     SCALED    
 LG0466* NAVD 88     -       450.445  (meters)    1477.84   (feet)  ADJUSTED  
 LG0466  ___________________________________________________________________
 LG0466  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 LG0466  DYNAMIC HT  -         450.195 (meters)    1477.01  (feet)  COMP
 LG0466  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 LG0466
 LG0466  VERT ORDER  -  SECOND    CLASS 0
 LG0466
 LG0466.The horizontal coordinates were scaled from a topographic map and have
 LG0466.an estimated accuracy of +/- 6 seconds.
 LG0466
 LG0466.The orthometric height was determined by differential leveling
 LG0466.and adjusted by the National Geodetic Survey in June 1991..
 LG0466
 LG0466.The geoid height was determined by GEOID03.
 LG0466
 LG0466.The dynamic height is computed by dividing the NAVD 88
 LG0466.geopotential number by the normal gravity value computed on the
 LG0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0466.degrees latitude (g = 980.6199 gals.).
 LG0466
 LG0466.The modeled gravity was interpolated from observed gravity values.
 LG0466
 LG0466;                    North         East    Units  Estimated Accuracy
 LG0466;SPC NE       -    91,980.      743,370.      MT  (+/- 180 meters Scaled)
 LG0466
 LG0466                          SUPERSEDED SURVEY CONTROL
 LG0466
 LG0466  NGVD 29 (??/??/92)  450.283  (m)         1477.30   (f) ADJ UNCH    2 0
 LG0466
 LG0466.Superseded values are not recommended for survey control.
 LG0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0466.See file dsdata.txt to determine how the superseded data were derived.
 LG0466
 LG0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK587988(NAD 83)
 LG0466_MARKER: DB = BENCH MARK DISK
 LG0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0466_STAMPING: H 365 1961
 LG0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0466+STABILITY: SURFACE MOTION
 LG0466
 LG0466  HISTORY     - Date     Condition        Report By
 LG0466  HISTORY     - 1961     MONUMENTED       CGS
 LG0466
 LG0466                          STATION DESCRIPTION
 LG0466
 LG0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0466'1.8 MI SW FROM DORCHESTER.
 LG0466'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0466'FROM THE STATION AT DORCHESTER, THENCE 1.5 MILES SOUTH ALONG
 LG0466'STATE HIGHWAY 15, 88 FEET NORTHEAST OF THE CENTER OF A CROSSING,
 LG0466'78.4 FEET NORTHEAST OF POWER POLE 002115, 51.4 FEET EAST OF A
 LG0466'FENCE CORNER, 44 FEET NORTHEAST OF THE NORTHEAST EDGE OF A
 LG0466'CONCRETE CULVERT, 31.3 FEET NORTH OF THE CENTER OF A GRAVEL
 LG0466'ROAD, 2 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, 1.6
 LG0466'FEET SOUTH OF A FENCE, SET IN TOP OF A SQUARE CONCRETE POST
 LG0466'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0019 ***********************************************************************
 NN0019  DESIGNATION -  H 37
 NN0019  PID         -  NN0019
 NN0019  STATE/COUNTY-  NE/KNOX
 NN0019  USGS QUAD   -  VERDEL (1950)
 NN0019
 NN0019                         *CURRENT SURVEY CONTROL
 NN0019  ___________________________________________________________________
 NN0019* NAD 83(1986)-  42 48 37.     (N)    098 11 21.     (W)     SCALED    
 NN0019* NAVD 88     -       383.627  (meters)    1258.62   (feet)  ADJUSTED  
 NN0019  ___________________________________________________________________
 NN0019  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 NN0019  DYNAMIC HT  -         383.497 (meters)    1258.19  (feet)  COMP
 NN0019  MODELED GRAV-     980,271.6   (mgal)                       NAVD 88
 NN0019
 NN0019  VERT ORDER  -  SECOND    CLASS 0
 NN0019
 NN0019.The horizontal coordinates were scaled from a topographic map and have
 NN0019.an estimated accuracy of +/- 6 seconds.
 NN0019
 NN0019.The orthometric height was determined by differential leveling
 NN0019.and adjusted by the National Geodetic Survey in June 1991..
 NN0019
 NN0019.The geoid height was determined by GEOID03.
 NN0019
 NN0019.The dynamic height is computed by dividing the NAVD 88
 NN0019.geopotential number by the normal gravity value computed on the
 NN0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0019.degrees latitude (g = 980.6199 gals.).
 NN0019
 NN0019.The modeled gravity was interpolated from observed gravity values.
 NN0019
 NN0019;                    North         East    Units  Estimated Accuracy
 NN0019;SPC NE       -   332,100.      648,090.      MT  (+/- 180 meters Scaled)
 NN0019
 NN0019                          SUPERSEDED SURVEY CONTROL
 NN0019
 NN0019  NGVD 29 (??/??/92)  383.391  (m)         1257.84   (f) ADJ UNCH    2 0
 NN0019
 NN0019.Superseded values are not recommended for survey control.
 NN0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0019.See file dsdata.txt to determine how the superseded data were derived.
 NN0019
 NN0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN662400(NAD 83)
 NN0019_MARKER: DB = BENCH MARK DISK
 NN0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0019_STAMPING: H-37 1934
 NN0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0019+STABILITY: SURFACE MOTION
 NN0019
 NN0019  HISTORY     - Date     Condition        Report By
 NN0019  HISTORY     - 1934     MONUMENTED       CGS
 NN0019  HISTORY     - 1949     GOOD             NGS
 NN0019
 NN0019                          STATION DESCRIPTION
 NN0019
 NN0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0019'AT VERDEL.
 NN0019'LOCATED AT VERDEL ALONG THE R/W OF CHICAGO AND NORTH WESTERN
 NN0019'RWY., 0.2 OF MILE EAST OF STATION, 5 TELEGRAPH POLES EAST OF
 NN0019'M.P. 74, 50.7 FEET NORTH OF SIDE TRACK SWITCH, 36.3 FEET NORTH
 NN0019'OF NORTH RAIL, 9.2 FEET WEST OF TELEGRAPH POLE.  STANDARD
 NN0019'TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
 NN0019
 NN0019                          STATION RECOVERY (1949)
 NN0019
 NN0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NN0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1306 ***********************************************************************
 NM1306  DESIGNATION -  H 38
 NM1306  PID         -  NM1306
 NM1306  STATE/COUNTY-  NE/PIERCE
 NM1306  USGS QUAD   -  PLAINVIEW (1963)
 NM1306
 NM1306                         *CURRENT SURVEY CONTROL
 NM1306  ___________________________________________________________________
 NM1306* NAD 83(1986)-  42 21 01.     (N)    097 47 57.     (W)     SCALED    
 NM1306* NAVD 88     -       513.096  (meters)    1683.38   (feet)  ADJUSTED  
 NM1306  ___________________________________________________________________
 NM1306  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 NM1306  DYNAMIC HT  -         512.906 (meters)    1682.76  (feet)  COMP
 NM1306  MODELED GRAV-     980,235.0   (mgal)                       NAVD 88
 NM1306
 NM1306  VERT ORDER  -  SECOND    CLASS 0
 NM1306
 NM1306.The horizontal coordinates were scaled from a topographic map and have
 NM1306.an estimated accuracy of +/- 6 seconds.
 NM1306
 NM1306.The orthometric height was determined by differential leveling
 NM1306.and adjusted by the National Geodetic Survey in June 1991..
 NM1306
 NM1306.The geoid height was determined by GEOID03.
 NM1306
 NM1306.The dynamic height is computed by dividing the NAVD 88
 NM1306.geopotential number by the normal gravity value computed on the
 NM1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1306.degrees latitude (g = 980.6199 gals.).
 NM1306
 NM1306.The modeled gravity was interpolated from observed gravity values.
 NM1306
 NM1306;                    North         East    Units  Estimated Accuracy
 NM1306;SPC NE       -   281,760.      681,280.      MT  (+/- 180 meters Scaled)
 NM1306
 NM1306                          SUPERSEDED SURVEY CONTROL
 NM1306
 NM1306  NGVD 29 (??/??/92)  512.910  (m)         1682.77   (f) ADJ UNCH    2 0
 NM1306
 NM1306.Superseded values are not recommended for survey control.
 NM1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1306.See file dsdata.txt to determine how the superseded data were derived.
 NM1306
 NM1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM989893(NAD 83)
 NM1306_MARKER: DB = BENCH MARK DISK
 NM1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1306_STAMPING: H-38--1934
 NM1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1306+STABILITY: SURFACE MOTION
 NM1306
 NM1306  HISTORY     - Date     Condition        Report By
 NM1306  HISTORY     - 1934     MONUMENTED       CGS
 NM1306  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1306
 NM1306                          STATION DESCRIPTION
 NM1306
 NM1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1306'AT PLAINVIEW.
 NM1306'LOCATED AT PLAINVIEW ALONG THE R/W OF THE CHICAGO AND NORTH
 NM1306'WESTERN RWY., 0.4 OF MILE NORTHWEST OF THE STATION, 44 FEET
 NM1306'NORTHWEST OF NORTH WEST RAIL, 36.4 FEET SOUTH OF CENTERLINE OF
 NM1306'STATE HWY. 20, 3 FEET WEST OF CORNER FENCE POST.  STANDARD TABLET
 NM1306'SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
 NM1306
 NM1306                          STATION RECOVERY (1999)
 NM1306
 NM1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1306'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1439 ***********************************************************************
 NM1439  DESIGNATION -  H 39
 NM1439  PID         -  NM1439
 NM1439  STATE/COUNTY-  NE/KNOX
 NM1439  USGS QUAD   -  BLOOMFIELD NE (1968)
 NM1439
 NM1439                         *CURRENT SURVEY CONTROL
 NM1439  ___________________________________________________________________
 NM1439* NAD 83(1986)-  42 43 43.     (N)    097 31 25.     (W)     SCALED    
 NM1439* NAVD 88     -       443.880  (meters)    1456.30   (feet)  ADJUSTED  
 NM1439  ___________________________________________________________________
 NM1439  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 NM1439  DYNAMIC HT  -         443.736 (meters)    1455.82  (feet)  COMP
 NM1439  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 NM1439
 NM1439  VERT ORDER  -  SECOND    CLASS 0
 NM1439
 NM1439.The horizontal coordinates were scaled from a topographic map and have
 NM1439.an estimated accuracy of +/- 6 seconds.
 NM1439
 NM1439.The orthometric height was determined by differential leveling
 NM1439.and adjusted by the National Geodetic Survey in June 1991..
 NM1439
 NM1439.The geoid height was determined by GEOID03.
 NM1439
 NM1439.The dynamic height is computed by dividing the NAVD 88
 NM1439.geopotential number by the normal gravity value computed on the
 NM1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1439.degrees latitude (g = 980.6199 gals.).
 NM1439
 NM1439.The modeled gravity was interpolated from observed gravity values.
 NM1439
 NM1439;                    North         East    Units  Estimated Accuracy
 NM1439;SPC NE       -   324,380.      702,760.      MT  (+/- 180 meters Scaled)
 NM1439
 NM1439                          SUPERSEDED SURVEY CONTROL
 NM1439
 NM1439  NGVD 29 (??/??/92)  443.666  (m)         1455.59   (f) ADJ UNCH    2 0
 NM1439
 NM1439.Superseded values are not recommended for survey control.
 NM1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1439.See file dsdata.txt to determine how the superseded data were derived.
 NM1439
 NM1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN208317(NAD 83)
 NM1439_MARKER: DB = BENCH MARK DISK
 NM1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1439_STAMPING: H-39-1934
 NM1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1439+STABILITY: SURFACE MOTION
 NM1439
 NM1439  HISTORY     - Date     Condition        Report By
 NM1439  HISTORY     - 1934     MONUMENTED       CGS
 NM1439
 NM1439                          STATION DESCRIPTION
 NM1439
 NM1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1439'1 MI W FROM CROFTON.
 NM1439'1 MILE WEST OF CROFTON, 154 FEET SOUTH OF JUNCTION OF STATE
 NM1439'HIGHWAY 12 AND U.S. HIGHWAY 81, 34 FEET EAST OF CENTERLINE OF
 NM1439'U.S. HIGHWAY 81, IN LINE WITH A ROW OF ASH TREES, BETWEEN FOURTH
 NM1439'AND FIFTH TREE FROM NORTH END.  STANDARD TABLET SET IN TOP OF
 NM1439'CONCRETE POST 5 INCHES HIGH, STAMPED H 39 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0318 ***********************************************************************
 NP0318  DESIGNATION -  H 4
 NP0318  PID         -  NP0318
 NP0318  STATE/COUNTY-  NE/DAWES
 NP0318  USGS QUAD   -  CRAWFORD (1980)
 NP0318
 NP0318                         *CURRENT SURVEY CONTROL
 NP0318  ___________________________________________________________________
 NP0318* NAD 83(1986)-  42 39 47.     (N)    103 27 44.     (W)     SCALED    
 NP0318* NAVD 88     -      1154.001  (meters)    3786.08   (feet)  ADJUSTED  
 NP0318  ___________________________________________________________________
 NP0318  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 NP0318  DYNAMIC HT  -        1153.379 (meters)    3784.04  (feet)  COMP
 NP0318  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 NP0318
 NP0318  VERT ORDER  -  FIRST     CLASS II
 NP0318
 NP0318.The horizontal coordinates were scaled from a topographic map and have
 NP0318.an estimated accuracy of +/- 6 seconds.
 NP0318
 NP0318.The orthometric height was determined by differential leveling
 NP0318.and adjusted by the National Geodetic Survey in June 1991..
 NP0318
 NP0318.The geoid height was determined by GEOID03.
 NP0318
 NP0318.The dynamic height is computed by dividing the NAVD 88
 NP0318.geopotential number by the normal gravity value computed on the
 NP0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0318.degrees latitude (g = 980.6199 gals.).
 NP0318
 NP0318.The modeled gravity was interpolated from observed gravity values.
 NP0318
 NP0318;                    North         East    Units  Estimated Accuracy
 NP0318;SPC NE       -   319,880.      216,260.      MT  (+/- 180 meters Scaled)
 NP0318
 NP0318                          SUPERSEDED SURVEY CONTROL
 NP0318
 NP0318  NGVD 29 (??/??/92) 1153.404  (m)         3784.13   (f) ADJ UNCH    1 2
 NP0318
 NP0318.Superseded values are not recommended for survey control.
 NP0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0318.See file dsdata.txt to determine how the superseded data were derived.
 NP0318
 NP0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH260245(NAD 83)
 NP0318_MARKER: V = STONE MONUMENT
 NP0318_SETTING: 0 = UNSPECIFIED SETTING
 NP0318_SP_SET: STONE MONUMENT
 NP0318_MARK LOGO: NONE  
 NP0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0318
 NP0318  HISTORY     - Date     Condition        Report By
 NP0318  HISTORY     - UNK      MONUMENTED       CGS
 NP0318  HISTORY     - 1954     GOOD             NGS
 NP0318  HISTORY     - 1970     GOOD             USFS
 NP0318  HISTORY     - 1985     GOOD             NGS
 NP0318
 NP0318                          STATION DESCRIPTION
 NP0318
 NP0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NP0318'AT FORT ROBINSON.
 NP0318'AT FORT ROBINSON, DAWES COUNTY, ON THE RIGHT-OF-WAY OF THE
 NP0318'CHICAGO AND NORTH WESTERN RAILWAY, AT THE NORTH SIDE OF THE
 NP0318'STATION PARK, 76.3 FEET EAST OF THE EAST WALL OF THE STATION,
 NP0318'22 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 4 FEET EAST
 NP0318'OF THE NORTHEASTERMOST TREE IN THE PARK, 1 FOOT SOUTH OF THE
 NP0318'NORTH WIRE FENCE, AND FLUSH WITH THE SURFACE OF THE BLUE-GRASS
 NP0318'LAWN.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF AN INDIANA
 NP0318'BEDFORD LIMESTONE POST, SURROUNDED BY THE LETTERS USBM.
 NP0318'NOTE-- THE OLD STATION BUILDING AND TREES ARE GONE.  THE STUMP
 NP0318'OF TREE EXISTS 4 FEET WEST OF BM.  NEW TIES AS FOLLOWS-- BM H 4
 NP0318'LOCATED 63.8 FEET NW OF FIRE HYDRANT, 50.9 FEET NW OF TELEGRAPH
 NP0318'POLE, 22.0 FEET SOUTH OF CENTER LINE RAILROAD AND 270 FEET WEST
 NP0318'OF POINT OF SWITCH ON CNWRR AND 6/10 MILE WESTERLY FROM CNWRR
 NP0318'MILE POST NO. 435.
 NP0318
 NP0318                          STATION RECOVERY (1970)
 NP0318
 NP0318'RECOVERY NOTE BY US FOREST SERVICE 1970
 NP0318'RECOVERED IN GOOD CONDITION.
 NP0318
 NP0318                          STATION RECOVERY (1985)
 NP0318
 NP0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1134 ***********************************************************************
 NM1134  DESIGNATION -  H 40
 NM1134  PID         -  NM1134
 NM1134  STATE/COUNTY-  NE/CEDAR
 NM1134  USGS QUAD   -  COLERIDGE (1968)
 NM1134
 NM1134                         *CURRENT SURVEY CONTROL
 NM1134  ___________________________________________________________________
 NM1134* NAD 83(1986)-  42 30 51.     (N)    097 12 35.     (W)     SCALED    
 NM1134* NAVD 88     -       469.849  (meters)    1541.50   (feet)  ADJUSTED  
 NM1134  ___________________________________________________________________
 NM1134  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 NM1134  DYNAMIC HT  -         469.680 (meters)    1540.94  (feet)  COMP
 NM1134  MODELED GRAV-     980,245.2   (mgal)                       NAVD 88
 NM1134
 NM1134  VERT ORDER  -  SECOND    CLASS 0
 NM1134
 NM1134.The horizontal coordinates were scaled from a topographic map and have
 NM1134.an estimated accuracy of +/- 6 seconds.
 NM1134
 NM1134.The orthometric height was determined by differential leveling
 NM1134.and adjusted by the National Geodetic Survey in June 1991..
 NM1134
 NM1134.The geoid height was determined by GEOID03.
 NM1134
 NM1134.The dynamic height is computed by dividing the NAVD 88
 NM1134.geopotential number by the normal gravity value computed on the
 NM1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1134.degrees latitude (g = 980.6199 gals.).
 NM1134
 NM1134.The modeled gravity was interpolated from observed gravity values.
 NM1134
 NM1134;                    North         East    Units  Estimated Accuracy
 NM1134;SPC NE       -   301,360.      729,220.      MT  (+/- 180 meters Scaled)
 NM1134
 NM1134                          SUPERSEDED SURVEY CONTROL
 NM1134
 NM1134  NGVD 29 (??/??/92)  469.637  (m)         1540.80   (f) ADJ UNCH    2 0
 NM1134
 NM1134.Superseded values are not recommended for survey control.
 NM1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1134.See file dsdata.txt to determine how the superseded data were derived.
 NM1134
 NM1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN470084(NAD 83)
 NM1134_MARKER: DB = BENCH MARK DISK
 NM1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1134_STAMPING: H-40--1934
 NM1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1134+STABILITY: SURFACE MOTION
 NM1134
 NM1134  HISTORY     - Date     Condition        Report By
 NM1134  HISTORY     - 1934     MONUMENTED       CGS
 NM1134  HISTORY     - 1966     MARK NOT FOUND   USGS
 NM1134
 NM1134                          STATION DESCRIPTION
 NM1134
 NM1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1134'0.7 MI NW FROM CALERIDGE.
 NM1134'IS LOCATED 0.7 OF MILE NORTHWEST OF STATION ALONG C.ST.P.M.
 NM1134'AND O.RWY. AT CALERIDGE, 44.4 FEET NORTHEAST OF NORTHEAST RAIL
 NM1134'OF TRACK, 35 FEET SOUTHWEST OF CENTERLINE OF STATE HWY. 15,
 NM1134'1.2 FEET SOUTHWEST OF R/W FENCE.  STANDARD TABLET SET IN TOP
 NM1134'OF CONCRETE POST 5 INCHES HIGH.
 NM1134
 NM1134                          STATION RECOVERY (1966)
 NM1134
 NM1134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM1134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0551 ***********************************************************************
 NP0551  DESIGNATION -  H 416
 NP0551  PID         -  NP0551
 NP0551  STATE/COUNTY-  NE/DAWES
 NP0551  USGS QUAD   -  HORN (1980)
 NP0551
 NP0551                         *CURRENT SURVEY CONTROL
 NP0551  ___________________________________________________________________
 NP0551* NAD 83(1986)-  42 48 31.     (N)    103 28 53.     (W)     SCALED    
 NP0551* NAVD 88     -      1123.127  (meters)    3684.79   (feet)  ADJUSTED  
 NP0551  ___________________________________________________________________
 NP0551  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 NP0551  DYNAMIC HT  -        1122.556 (meters)    3682.92  (feet)  COMP
 NP0551  MODELED GRAV-     980,074.4   (mgal)                       NAVD 88
 NP0551
 NP0551  VERT ORDER  -  FIRST     CLASS II
 NP0551
 NP0551.The horizontal coordinates were scaled from a topographic map and have
 NP0551.an estimated accuracy of +/- 6 seconds.
 NP0551
 NP0551.The orthometric height was determined by differential leveling
 NP0551.and adjusted by the National Geodetic Survey in June 1991..
 NP0551
 NP0551.The geoid height was determined by GEOID03.
 NP0551
 NP0551.The dynamic height is computed by dividing the NAVD 88
 NP0551.geopotential number by the normal gravity value computed on the
 NP0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0551.degrees latitude (g = 980.6199 gals.).
 NP0551
 NP0551.The modeled gravity was interpolated from observed gravity values.
 NP0551
 NP0551;                    North         East    Units  Estimated Accuracy
 NP0551;SPC NE       -   336,090.      215,350.      MT  (+/- 180 meters Scaled)
 NP0551
 NP0551                          SUPERSEDED SURVEY CONTROL
 NP0551
 NP0551.No superseded survey control is available for this station.
 NP0551
 NP0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH241406(NAD 83)
 NP0551_MARKER: I = METAL ROD
 NP0551_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0551+WITH SETTING: INFORMATION.
 NP0551_SP_SET: SHALLOW-SET METAL ROD
 NP0551_STAMPING: H 416 1985
 NP0551_MARK LOGO: NGS   
 NP0551_PROJECTION: FLUSH
 NP0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0551_ROD/PIPE-DEPTH: 1.2  meters
 NP0551
 NP0551  HISTORY     - Date     Condition        Report By
 NP0551  HISTORY     - 1985     MONUMENTED       NGS
 NP0551
 NP0551                          STATION DESCRIPTION
 NP0551
 NP0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0551'19.2 KM (11.95 MI) NORTH FROM CRAWFORD.
 NP0551'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0551'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0551'ALONG STATE ROUTE 71, THENCE 3.2 KM (2 FT) WEST ALONG A GRAVEL ROAD,
 NP0551'THENCE 3.7 KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1
 NP0551'MI) EAST ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD
 NP0551'CROSSING, THENCE 7.4 KM (4.6 MI) NORTH-NORTHWEST ALONG THE EAST SIDE
 NP0551'OF THE TRACKS ON A GRAVEL ROAD, AT THE NORTHWEST END OF A CUTBANK AND
 NP0551'ABOUT THE MIDDLE OF A DRY GULLEY, 16.5 METERS (54 FT) NORTH-NORTHEAST
 NP0551'OF THE CENTER OF THE ROAD AND 0.6 METER (1 FT) SOUTH-SOUTHWEST OF A
 NP0551'FENCE.  ROD SET TO 4 FOOT ANCHORED REFUSAL.
 NP0551'THE MARK IS 0.15 METERS  SSW FROM  A WITNESS POST
 NP0551'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0342 ***********************************************************************
 MN0342  DESIGNATION -  H 417
 MN0342  PID         -  MN0342
 MN0342  STATE/COUNTY-  NE/MORRILL
 MN0342  USGS QUAD   -  ANGORA (1965)
 MN0342
 MN0342                         *CURRENT SURVEY CONTROL
 MN0342  ___________________________________________________________________
 MN0342* NAD 83(1986)-  41 50 11.     (N)    103 08 04.     (W)     SCALED    
 MN0342* NAVD 88     -      1297.874  (meters)    4258.11   (feet)  ADJUSTED  
 MN0342  ___________________________________________________________________
 MN0342  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 MN0342  DYNAMIC HT  -        1297.027 (meters)    4255.33  (feet)  COMP
 MN0342  MODELED GRAV-     979,925.0   (mgal)                       NAVD 88
 MN0342
 MN0342  VERT ORDER  -  FIRST     CLASS II
 MN0342
 MN0342.The horizontal coordinates were scaled from a topographic map and have
 MN0342.an estimated accuracy of +/- 6 seconds.
 MN0342
 MN0342.The orthometric height was determined by differential leveling
 MN0342.and adjusted by the National Geodetic Survey in June 1991..
 MN0342
 MN0342.The geoid height was determined by GEOID03.
 MN0342
 MN0342.The dynamic height is computed by dividing the NAVD 88
 MN0342.geopotential number by the normal gravity value computed on the
 MN0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0342.degrees latitude (g = 980.6199 gals.).
 MN0342
 MN0342.The modeled gravity was interpolated from observed gravity values.
 MN0342
 MN0342;                    North         East    Units  Estimated Accuracy
 MN0342;SPC NE       -   227,110.      239,790.      MT  (+/- 180 meters Scaled)
 MN0342
 MN0342                          SUPERSEDED SURVEY CONTROL
 MN0342
 MN0342.No superseded survey control is available for this station.
 MN0342
 MN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG548332(NAD 83)
 MN0342_MARKER: I = METAL ROD
 MN0342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0342_SP_SET: STAINLESS STEEL ROD
 MN0342_STAMPING: H 417 1985
 MN0342_MARK LOGO: NGS   
 MN0342_PROJECTION: FLUSH
 MN0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0342_ROD/PIPE-DEPTH: 8.5  meters
 MN0342
 MN0342  HISTORY     - Date     Condition        Report By
 MN0342  HISTORY     - 1985     MONUMENTED       NGS
 MN0342
 MN0342                          STATION DESCRIPTION
 MN0342
 MN0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0342'2.0 KM (1.25 MI) SW FROM ANGORA.
 MN0342'0.08 KM (0.05 MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 MN0342'ANGORA, THENCE 1.93 KM (1.2 MI) SOUTHWEST ALONG US HIGHWAY 385, AT A
 MN0342'FARM ROAD LEADING WEST, 38.7 METERS (127 FT) NORTHWEST OF THE HIGHWAY
 MN0342'CENTERLINE, 17.4 METERS (57 FT) SOUTHWEST OF THE CENTER OF THE ROAD,
 MN0342'8.7 METERS (28.5 FT) NORTHEAST OF A POWER POLE AND 0.5 METER (1.5 FT)
 MN0342'SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER.  NOTE--ACCESS TO DATUM
 MN0342'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0342'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 MN0342'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0372 ***********************************************************************
 MN0372  DESIGNATION -  H 418
 MN0372  PID         -  MN0372
 MN0372  STATE/COUNTY-  NE/CHEYENNE
 MN0372  USGS QUAD   -  GURLEY (1972)
 MN0372
 MN0372                         *CURRENT SURVEY CONTROL
 MN0372  ___________________________________________________________________
 MN0372* NAD 83(1986)-  41 18 04.     (N)    102 58 23.     (W)     SCALED    
 MN0372* NAVD 88     -      1302.353  (meters)    4272.80   (feet)  ADJUSTED  
 MN0372  ___________________________________________________________________
 MN0372  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 MN0372  DYNAMIC HT  -        1301.438 (meters)    4269.80  (feet)  COMP
 MN0372  MODELED GRAV-     979,875.6   (mgal)                       NAVD 88
 MN0372
 MN0372  VERT ORDER  -  FIRST     CLASS II
 MN0372
 MN0372.The horizontal coordinates were scaled from a topographic map and have
 MN0372.an estimated accuracy of +/- 6 seconds.
 MN0372
 MN0372.The orthometric height was determined by differential leveling
 MN0372.and adjusted by the National Geodetic Survey in June 1991..
 MN0372
 MN0372.The geoid height was determined by GEOID03.
 MN0372
 MN0372.The dynamic height is computed by dividing the NAVD 88
 MN0372.geopotential number by the normal gravity value computed on the
 MN0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0372.degrees latitude (g = 980.6199 gals.).
 MN0372
 MN0372.The modeled gravity was interpolated from observed gravity values.
 MN0372
 MN0372;                    North         East    Units  Estimated Accuracy
 MN0372;SPC NE       -   167,240.      251,140.      MT  (+/- 180 meters Scaled)
 MN0372
 MN0372                          SUPERSEDED SURVEY CONTROL
 MN0372
 MN0372.No superseded survey control is available for this station.
 MN0372
 MN0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF696741(NAD 83)
 MN0372_MARKER: I = METAL ROD
 MN0372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0372_SP_SET: STAINLESS STEEL ROD
 MN0372_STAMPING: H 418 1985
 MN0372_MARK LOGO: NGS   
 MN0372_PROJECTION: FLUSH
 MN0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0372_ROD/PIPE-DEPTH: 6.1  meters
 MN0372
 MN0372  HISTORY     - Date     Condition        Report By
 MN0372  HISTORY     - 1985     MONUMENTED       NGS
 MN0372
 MN0372                          STATION DESCRIPTION
 MN0372
 MN0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0372'2.1 KM (1.3 MI) SOUTH FROM GURLEY.
 MN0372'2.1 KM (1.3 MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN
 MN0372'STREET AT GURLEY, AT THE SOUTHWEST CORNER OF THE GURLEY CEMETERY,
 MN0372'17.8 METERS (58.3 FT) EAST OF THE HIGHWAY CENTERLINE, 6.4 METERS (21
 MN0372'FT) EAST OF THE CORNER FENCE POST OF THE CEMETERY, 6.7 METERS (22 FT)
 MN0372'EAST OF A CONCRETE RIGHT OF WAY MARKER, 0.6 METER (2 FT) WEST OF A
 MN0372'CONCRETE RIGHT OF WAY MARKER AND 0.3 METER (1 FT) SOUTH OF THE FENCE
 MN0372'AROUND THE CEMETERY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MN0372'5-INCH LOGO CAP.
 MN0372'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MN0372'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0393 ***********************************************************************
 MN0393  DESIGNATION -  H 422
 MN0393  PID         -  MN0393
 MN0393  STATE/COUNTY-  NE/KEITH
 MN0393  USGS QUAD   -  BIG SPRINGS (1961)
 MN0393
 MN0393                         *CURRENT SURVEY CONTROL
 MN0393  ___________________________________________________________________
 MN0393* NAD 83(1986)-  41 04 13.     (N)    102 03 03.     (W)     SCALED    
 MN0393* NAVD 88     -      1033.358  (meters)    3390.28   (feet)  ADJUSTED  
 MN0393  ___________________________________________________________________
 MN0393  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 MN0393  DYNAMIC HT  -        1032.693 (meters)    3388.09  (feet)  COMP
 MN0393  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 MN0393
 MN0393  VERT ORDER  -  FIRST     CLASS II
 MN0393
 MN0393.The horizontal coordinates were scaled from a topographic map and have
 MN0393.an estimated accuracy of +/- 6 seconds.
 MN0393
 MN0393.The orthometric height was determined by differential leveling
 MN0393.and adjusted by the National Geodetic Survey in June 1991..
 MN0393
 MN0393.The geoid height was determined by GEOID03.
 MN0393
 MN0393.The dynamic height is computed by dividing the NAVD 88
 MN0393.geopotential number by the normal gravity value computed on the
 MN0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0393.degrees latitude (g = 980.6199 gals.).
 MN0393
 MN0393.The modeled gravity was interpolated from observed gravity values.
 MN0393
 MN0393;                    North         East    Units  Estimated Accuracy
 MN0393;SPC NE       -   139,380.      327,710.      MT  (+/- 180 meters Scaled)
 MN0393
 MN0393                          SUPERSEDED SURVEY CONTROL
 MN0393
 MN0393  NGVD 29 (02/14/92) 1032.900  (m)         3388.77   (f) ADJUSTED    1 2
 MN0393
 MN0393.Superseded values are not recommended for survey control.
 MN0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0393.See file dsdata.txt to determine how the superseded data were derived.
 MN0393
 MN0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF477507(NAD 83)
 MN0393_MARKER: I = METAL ROD
 MN0393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0393_SP_SET: STAINLESS STEEL ROD
 MN0393_STAMPING: H 422 1986
 MN0393_MARK LOGO: NGS   
 MN0393_PROJECTION: FLUSH
 MN0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0393_ROD/PIPE-DEPTH: 9.1  meters
 MN0393
 MN0393  HISTORY     - Date     Condition        Report By
 MN0393  HISTORY     - 1986     MONUMENTED       NGS
 MN0393
 MN0393                          STATION DESCRIPTION
 MN0393
 MN0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0393'2.5 KM (1.55 MI) ENE FROM BIG SPRINGS.
 MN0393'2.5 KM (1.55 MI) EAST-NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION
 MN0393'OF STATE ROUTE 25 B IN BIG SPRINGS, AT A SMALL GRAVEL TURN-AROUND
 MN0393'AROUND A 40-INCH ELM TREE, BETWEEN TWO WITNESS POSTS, 18.9 METERS (62
 MN0393'FT) SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 48.2 METERS (158
 MN0393'FT) NORTH-NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF
 MN0393'RAILROAD TRACKS OF THE UNION PACIFIC RAILROAD, 12.8 METERS (42 FT)
 MN0393'SOUTH-SOUTHEAST OF A 40-INCH ELM TREE AND BETWEEN TWO WITNESS POSTS.
 MN0393'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0393'THE MARK IS 0.3 METERS  ENE FROM  A WITNESS POST
 MN0393'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0957 ***********************************************************************
 LH0957  DESIGNATION -  H 423
 LH0957  PID         -  LH0957
 LH0957  STATE/COUNTY-  NE/FURNAS
 LH0957  USGS QUAD   -  HENDLEY (1958)
 LH0957
 LH0957                         *CURRENT SURVEY CONTROL
 LH0957  ___________________________________________________________________
 LH0957* NAD 83(1986)-  40 09 40.     (N)    099 53 41.     (W)     SCALED    
 LH0957* NAVD 88     -       706.838  (meters)    2319.02   (feet)  ADJUSTED  
 LH0957  ___________________________________________________________________
 LH0957  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 LH0957  DYNAMIC HT  -         706.387 (meters)    2317.54  (feet)  COMP
 LH0957  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 LH0957
 LH0957  VERT ORDER  -  FIRST     CLASS II
 LH0957
 LH0957.The horizontal coordinates were scaled from a topographic map and have
 LH0957.an estimated accuracy of +/- 6 seconds.
 LH0957
 LH0957.The orthometric height was determined by differential leveling
 LH0957.and adjusted by the National Geodetic Survey in June 1991..
 LH0957
 LH0957.The geoid height was determined by GEOID03.
 LH0957
 LH0957.The dynamic height is computed by dividing the NAVD 88
 LH0957.geopotential number by the normal gravity value computed on the
 LH0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0957.degrees latitude (g = 980.6199 gals.).
 LH0957
 LH0957.The modeled gravity was interpolated from observed gravity values.
 LH0957
 LH0957;                    North         East    Units  Estimated Accuracy
 LH0957;SPC NE       -    36,400.      508,970.      MT  (+/- 180 meters Scaled)
 LH0957
 LH0957                          SUPERSEDED SURVEY CONTROL
 LH0957
 LH0957  NGVD 29 (02/14/92)  706.555  (m)         2318.09   (f) ADJUSTED    1 2
 LH0957
 LH0957.Superseded values are not recommended for survey control.
 LH0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0957.See file dsdata.txt to determine how the superseded data were derived.
 LH0957
 LH0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK238460(NAD 83)
 LH0957_MARKER: I = METAL ROD
 LH0957_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0957_SP_SET: STAINLESS STEEL ROD
 LH0957_STAMPING: H 423 1986
 LH0957_MARK LOGO: NGS   
 LH0957_PROJECTION: FLUSH
 LH0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0957_ROD/PIPE-DEPTH: 15.8 meters
 LH0957
 LH0957  HISTORY     - Date     Condition        Report By
 LH0957  HISTORY     - 1986     MONUMENTED       NGS
 LH0957
 LH0957                          STATION DESCRIPTION
 LH0957
 LH0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0957'16.3 KM (10.1 MI) SOUTH FROM ARAPAHOE.
 LH0957'16.3 KM (10.2 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0957'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE NORTHEAST CORNER OF THE JUNCTION
 LH0957'OF A DIRT ROAD, 15.8 METERS (72 FT) WEST OF THE HIGHWAY CENTERLINE,
 LH0957'34.1 METERS (112 FT) NORTHWEST OF MILEPOST 11, 10.9 METERS (36 FT)
 LH0957'NORTH OF THE CENTER OF THE ROAD, 1.7 METERS (5.5 FT) SOUTHEAST OF A
 LH0957'POWER POLE, 0.6 METER (2 FT) NORTHEAST OF A FENCE CORNER AND 0.3 METER
 LH0957'(1 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0957'5-INCH LOGO CAP.
 LH0957'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0957'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0315 ***********************************************************************
 MM0315  DESIGNATION -  H 424
 MM0315  PID         -  MM0315
 MM0315  STATE/COUNTY-  NE/LINCOLN
 MM0315  USGS QUAD   -  HERSHEY WEST (1971)
 MM0315
 MM0315                         *CURRENT SURVEY CONTROL
 MM0315  ___________________________________________________________________
 MM0315* NAD 83(1986)-  41 09 34.     (N)    101 05 55.     (W)     SCALED    
 MM0315* NAVD 88     -       898.308  (meters)    2947.20   (feet)  ADJUSTED  
 MM0315  ___________________________________________________________________
 MM0315  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 MM0315  DYNAMIC HT  -         897.766 (meters)    2945.42  (feet)  COMP
 MM0315  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 MM0315
 MM0315  VERT ORDER  -  FIRST     CLASS II
 MM0315
 MM0315.The horizontal coordinates were scaled from a topographic map and have
 MM0315.an estimated accuracy of +/- 6 seconds.
 MM0315
 MM0315.The orthometric height was determined by differential leveling
 MM0315.and adjusted by the National Geodetic Survey in June 1991..
 MM0315
 MM0315.The geoid height was determined by GEOID03.
 MM0315
 MM0315.The dynamic height is computed by dividing the NAVD 88
 MM0315.geopotential number by the normal gravity value computed on the
 MM0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0315.degrees latitude (g = 980.6199 gals.).
 MM0315
 MM0315.The modeled gravity was interpolated from observed gravity values.
 MM0315
 MM0315;                    North         East    Units  Estimated Accuracy
 MM0315;SPC NE       -   147,820.      407,820.      MT  (+/- 180 meters Scaled)
 MM0315
 MM0315                          SUPERSEDED SURVEY CONTROL
 MM0315
 MM0315  NGVD 29 (02/14/92)  897.915  (m)         2945.91   (f) ADJUSTED    1 2
 MM0315
 MM0315.Superseded values are not recommended for survey control.
 MM0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0315.See file dsdata.txt to determine how the superseded data were derived.
 MM0315
 MM0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL239585(NAD 83)
 MM0315_MARKER: F = FLANGE-ENCASED ROD
 MM0315_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0315_SP_SET: STAINLESS STEEL ROD
 MM0315_STAMPING: H 424 1986
 MM0315_MARK LOGO: NGS   
 MM0315_PROJECTION: FLUSH
 MM0315_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0315_ROD/PIPE-DEPTH: 14.6 meters
 MM0315
 MM0315  HISTORY     - Date     Condition        Report By
 MM0315  HISTORY     - 1986     MONUMENTED       NGS
 MM0315  HISTORY     - 20000615 GOOD             NEDR
 MM0315
 MM0315                          STATION DESCRIPTION
 MM0315
 MM0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0315'2.4 KM (1.5 MI) EAST FROM SUTHERLAND.
 MM0315'2.45 KM (1.53 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0315'HIGHWAY 25 SOUTH AT SUTHERLAND, AT THE NORTH CORNER OF AN OFFSET IN
 MM0315'THE RIGHT OF WAY FENCE, 0.21 KM (0.13 MI) EAST OF MILEPOST 159, 11.8
 MM0315'METERS (39 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.3 METER (1 FT) WEST
 MM0315'OF A FENCE CORNER AND 0.3 METER (1 FT) EAST OF A CONCRETE RIGHT OF WAY
 MM0315'MARKER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0315'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MM0315'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MM0315
 MM0315                          STATION RECOVERY (2000)
 MM0315
 MM0315'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (TWR)
 MM0315'THE MARK WAS FOUND IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 MM0315'CONSTRUCTION.  BENCH MARK H 424 RESET, IN 2000, HAS BEEN ESTABLISHED
 MM0315'NEARBY.  FOR ADDITIONAL DETAILS SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9333 ***********************************************************************
 AI9333  DESIGNATION -  H 424 RESET
 AI9333  PID         -  AI9333
 AI9333  STATE/COUNTY-  NE/LINCOLN
 AI9333  USGS QUAD   -  HERSHEY WEST (1971)
 AI9333
 AI9333                         *CURRENT SURVEY CONTROL
 AI9333  ___________________________________________________________________
 AI9333* NAD 83(1986)-  41 09 33.     (N)    101 05 55.     (W)     SCALED    
 AI9333* NAVD 88     -       898.45   (meters)    2947.7    (feet)  RESET     
 AI9333  ___________________________________________________________________
 AI9333  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AI9333
 AI9333  VERT ORDER  -  THIRD
 AI9333
 AI9333.The horizontal coordinates were scaled from a topographic map and have
 AI9333.an estimated accuracy of +/- 6 seconds.
 AI9333
 AI9333.The orthometric height was computed from unverified reset data.
 AI9333.No vertical observational check was made to the station.
 AI9333
 AI9333.The geoid height was determined by GEOID03.
 AI9333
 AI9333;                    North         East    Units  Estimated Accuracy
 AI9333;SPC NE       -   147,790.      407,820.      MT  (+/- 180 meters Scaled)
 AI9333
 AI9333                          SUPERSEDED SURVEY CONTROL
 AI9333
 AI9333.No superseded survey control is available for this station.
 AI9333
 AI9333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL239585(NAD 83)
 AI9333_MARKER: DV = VERTICAL CONTROL DISK
 AI9333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9333_STAMPING: H 424 RESET 2000
 AI9333_MARK LOGO: NGS   
 AI9333_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI9333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9333+STABILITY: SURFACE MOTION
 AI9333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9333+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9333
 AI9333  HISTORY     - Date     Condition        Report By
 AI9333  HISTORY     - 2000     MONUMENTED       NEDR
 AI9333
 AI9333                          STATION DESCRIPTION
 AI9333
 AI9333'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2000 (TWR)
 AI9333'2.45 KM (1.50 MI) EAST ALONG U.S.  HIGHWAY 30 FROM THE JUNCTION OF
 AI9333'STATE HIGHWAY 25, AT SUTHERLAND, AT THE SOUTH CORNER OF A RIGHT-OF-WAY
 AI9333'FENCE, 0.21 KM (0.15 MI) EAST OF HIGHWAY MILEPOST 159, AND ON THE
 AI9333'SOUTH RIGHT-OF-WAY OF U.S.  HIGHWAY 30.  IT IS 244.5 FT (74.5 M) SOUTH
 AI9333'OF THE CENTERLINE OF THE HIGHWAY, 200.7 FT (61.2 M) NORTH OF THE NORTH
 AI9333'RAIL OF THE MAIN RAIL OF A RAILROAD TRACK, 98.4 FT (30.0 M) SOUTH OF
 AI9333'THE TOP OF A CONCRETE FENCE CORNER POST, 3.1 FT (0.9 M) NORTHWEST OF
 AI9333'THE NEAR CORNER OF ANOTHER CONCRETE CORNER FENCE POST, 2.2 FT (0.7 M)
 AI9333'NORTH OF A WITNESS POST AND 2.1 FT (0.6 M) WEST OF A WITNESS POST AND
 AI9333'FENCELINE.  MARK IS IN SEC28, T14N R33W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0993 ***********************************************************************
 LH0993  DESIGNATION -  H 425
 LH0993  PID         -  LH0993
 LH0993  STATE/COUNTY-  NE/DAWSON
 LH0993  USGS QUAD   -  LEXINGTON EAST (1983)
 LH0993
 LH0993                         *CURRENT SURVEY CONTROL
 LH0993  ___________________________________________________________________
 LH0993* NAD 83(1986)-  40 46 39.     (N)    099 44 40.     (W)     SCALED    
 LH0993* NAVD 88     -       728.903  (meters)    2391.41   (feet)  ADJUSTED  
 LH0993  ___________________________________________________________________
 LH0993  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 LH0993  DYNAMIC HT  -         728.477 (meters)    2390.01  (feet)  COMP
 LH0993  MODELED GRAV-     980,015.9   (mgal)                       NAVD 88
 LH0993
 LH0993  VERT ORDER  -  FIRST     CLASS II
 LH0993
 LH0993.The horizontal coordinates were scaled from a topographic map and have
 LH0993.an estimated accuracy of +/- 6 seconds.
 LH0993
 LH0993.The orthometric height was determined by differential leveling
 LH0993.and adjusted by the National Geodetic Survey in June 1991..
 LH0993
 LH0993.The geoid height was determined by GEOID03.
 LH0993
 LH0993.The dynamic height is computed by dividing the NAVD 88
 LH0993.geopotential number by the normal gravity value computed on the
 LH0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0993.degrees latitude (g = 980.6199 gals.).
 LH0993
 LH0993.The modeled gravity was interpolated from observed gravity values.
 LH0993
 LH0993;                    North         East    Units  Estimated Accuracy
 LH0993;SPC NE       -   104,860.      521,570.      MT  (+/- 180 meters Scaled)
 LH0993
 LH0993                          SUPERSEDED SURVEY CONTROL
 LH0993
 LH0993  NGVD 29 (02/14/92)  728.627  (m)         2390.50   (f) ADJUSTED    1 2
 LH0993
 LH0993.Superseded values are not recommended for survey control.
 LH0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0993.See file dsdata.txt to determine how the superseded data were derived.
 LH0993
 LH0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML371143(NAD 83)
 LH0993_MARKER: I = METAL ROD
 LH0993_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH0993_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LH0993_STAMPING: H 425 1986
 LH0993_MARK LOGO: NGS   
 LH0993_PROJECTION: FLUSH
 LH0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0993+STABILITY: POSITION/ELEVATION WELL
 LH0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0993+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 LH0993_ROD/PIPE-DEPTH: 13.7 meters
 LH0993_SLEEVE-DEPTH  : 7.6 meters
 LH0993
 LH0993  HISTORY     - Date     Condition        Report By
 LH0993  HISTORY     - 1986     MONUMENTED       NGS
 LH0993  HISTORY     - 19910920 GOOD             NGS
 LH0993  HISTORY     - 20060514 GOOD             GEOCAC
 LH0993
 LH0993                          STATION DESCRIPTION
 LH0993
 LH0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0993'IN LEXINGTON.
 LH0993'THE MARK IS 0.1 M ABOVE THE SIDEWALK.
 LH0993'IN LEXINGTON, AT THE CITY WATER TOWER, 6.7 METERS (22 FT) NORTHEAST OF
 LH0993'THE NORTHEAST CURB OF US HIGHWAY 30, 5.8 METERS (19 FT) NORTHWEST OF
 LH0993'THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR THE SOUTH 1 OF 2
 LH0993'WEST TOWER LEGS, 3.3 METERS (11 FT) NORTHEAST OF THE NORTHEAST EDGE OF
 LH0993'A SIDEWALK AND 3.2 METERS (10.5 FT) WEST OF A 6-FOOT CHAIN LINK FENCE.
 LH0993'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0993
 LH0993                          STATION RECOVERY (1991)
 LH0993
 LH0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0993'IN LEXINGTON, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND MADISON
 LH0993'STREET, 33.8 M (110.9 FT) WEST OF THE CENTER OF THE STREET, 10.5 M
 LH0993'(34.4 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 LH0993'HIGHWAY, 5.8 M (19.0 FT) SOUTH-SOUTHEAST OF A UTILITY LIGHT POLE WITH
 LH0993'A GUY CABLE AND 2 TRANSFORMERS, 5.5 M (18.0 FT) NORTH-NORTHWEST OF A
 LH0993'UTILITY LIGHT POLE, 4.5 M (14.8 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 LH0993'CORNER OF A CONCRETE FOOTING FOR THE SOUTHWEST LEG OF A WATER TOWER,
 LH0993'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 LH0993'SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LH0993'THROUGH A 5-INCH LOGO CAP.
 LH0993
 LH0993                          STATION RECOVERY (2006)
 LH0993
 LH0993'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0993'HANDHELD COORDINATES ARE N40-46-38.70 W099-44-40.98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0347 ***********************************************************************
 LJ0347  DESIGNATION -  H 426
 LJ0347  PID         -  LJ0347
 LJ0347  STATE/COUNTY-  NE/DAWSON
 LJ0347  USGS QUAD   -  WILLOW ISLAND (1970)
 LJ0347
 LJ0347                         *CURRENT SURVEY CONTROL
 LJ0347  ___________________________________________________________________
 LJ0347* NAD 83(1986)-  40 52 52.     (N)    100 03 04.     (W)     SCALED    
 LJ0347* NAVD 88     -       767.568  (meters)    2518.26   (feet)  ADJUSTED  
 LJ0347  ___________________________________________________________________
 LJ0347  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 LJ0347  DYNAMIC HT  -         767.116 (meters)    2516.78  (feet)  COMP
 LJ0347  MODELED GRAV-     980,009.1   (mgal)                       NAVD 88
 LJ0347
 LJ0347  VERT ORDER  -  FIRST     CLASS II
 LJ0347
 LJ0347.The horizontal coordinates were scaled from a topographic map and have
 LJ0347.an estimated accuracy of +/- 6 seconds.
 LJ0347
 LJ0347.The orthometric height was determined by differential leveling
 LJ0347.and adjusted by the National Geodetic Survey in June 1991..
 LJ0347
 LJ0347.The geoid height was determined by GEOID03.
 LJ0347
 LJ0347.The dynamic height is computed by dividing the NAVD 88
 LJ0347.geopotential number by the normal gravity value computed on the
 LJ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0347.degrees latitude (g = 980.6199 gals.).
 LJ0347
 LJ0347.The modeled gravity was interpolated from observed gravity values.
 LJ0347
 LJ0347;                    North         East    Units  Estimated Accuracy
 LJ0347;SPC NE       -   116,330.      495,690.      MT  (+/- 180 meters Scaled)
 LJ0347
 LJ0347                          SUPERSEDED SURVEY CONTROL
 LJ0347
 LJ0347  NGVD 29 (02/14/92)  767.264  (m)         2517.27   (f) ADJUSTED    1 2
 LJ0347
 LJ0347.Superseded values are not recommended for survey control.
 LJ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0347.See file dsdata.txt to determine how the superseded data were derived.
 LJ0347
 LJ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML114260(NAD 83)
 LJ0347_MARKER: I = METAL ROD
 LJ0347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0347_SP_SET: STAINLESS STEEL ROD
 LJ0347_STAMPING: H 426 1986
 LJ0347_MARK LOGO: NGS   
 LJ0347_PROJECTION: FLUSH
 LJ0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0347_ROD/PIPE-DEPTH: 13.1 meters
 LJ0347
 LJ0347  HISTORY     - Date     Condition        Report By
 LJ0347  HISTORY     - 1986     MONUMENTED       NGS
 LJ0347
 LJ0347                          STATION DESCRIPTION
 LJ0347
 LJ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0347'6.1 KM (3.8 MI) NW FROM COZAD.
 LJ0347'6.14 KM (3.8 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC
 LJ0347'RAILROAD STATION AT COZAD, NEAR MILEPOST 220, 26.8 METERS (88 FT)
 LJ0347'SOUTHWEST OF THE HIGHWAY CENTERLINE, 21.6 METERS (71 FT)
 LJ0347'SOUTH-SOUTHWEST OF THE MILEPOST, 12.9 METERS (42.2 FT) NORTHEAST OF
 LJ0347'THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS OF THE UNION PACIFIC
 LJ0347'RAILROAD AND 1.1 METERS (3.7 FT) NORTHWEST OF A TELEPHONE POLE.
 LJ0347'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0347'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LJ0347'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2125 ***********************************************************************
 MK2125  DESIGNATION -  H 428
 MK2125  PID         -  MK2125
 MK2125  STATE/COUNTY-  NE/DOUGLAS
 MK2125  USGS QUAD   -  IRVINGTON (1984)
 MK2125
 MK2125                         *CURRENT SURVEY CONTROL
 MK2125  ___________________________________________________________________
 MK2125* NAD 83(1986)-  41 17 20.     (N)    096 04 29.     (W)     SCALED    
 MK2125* NAVD 88     -       373.796  (meters)    1226.36   (feet)  ADJUSTED  
 MK2125  ___________________________________________________________________
 MK2125  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 MK2125  DYNAMIC HT  -         373.636 (meters)    1225.84  (feet)  COMP
 MK2125  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 MK2125
 MK2125  VERT ORDER  -  FIRST     CLASS II
 MK2125
 MK2125.The horizontal coordinates were scaled from a topographic map and have
 MK2125.an estimated accuracy of +/- 6 seconds.
 MK2125
 MK2125.The orthometric height was determined by differential leveling
 MK2125.and adjusted by the National Geodetic Survey in June 1991..
 MK2125
 MK2125.The geoid height was determined by GEOID03.
 MK2125
 MK2125.The dynamic height is computed by dividing the NAVD 88
 MK2125.geopotential number by the normal gravity value computed on the
 MK2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2125.degrees latitude (g = 980.6199 gals.).
 MK2125
 MK2125.The modeled gravity was interpolated from observed gravity values.
 MK2125
 MK2125;                    North         East    Units  Estimated Accuracy
 MK2125;SPC NE       -   169,060.      828,590.      MT  (+/- 180 meters Scaled)
 MK2125
 MK2125                          SUPERSEDED SURVEY CONTROL
 MK2125
 MK2125.No superseded survey control is available for this station.
 MK2125
 MK2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL449749(NAD 83)
 MK2125_MARKER: I = METAL ROD
 MK2125_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2125_SP_SET: STAINLESS STEEL ROD
 MK2125_STAMPING: H 428 1989
 MK2125_MARK LOGO: NGS   
 MK2125_PROJECTION: FLUSH
 MK2125_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2125+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2125_ROD/PIPE-DEPTH: 13.4 meters
 MK2125
 MK2125  HISTORY     - Date     Condition        Report By
 MK2125  HISTORY     - 1989     MONUMENTED       NGS
 MK2125
 MK2125                          STATION DESCRIPTION
 MK2125
 MK2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2125'IN OMAHA, AT 3330 NORTH 104TH AVENUE, 45.2 M (148.3 FT) EAST OF THE
 MK2125'LOBBY ENTRANCE OF THE LA QUINTA INN, 13.6 M (44.6 FT) SOUTH OF THE
 MK2125'EXTENDED CENTER OF A DRIVEWAY LEADING TO THE INN, 7.8 M (25.6 FT)
 MK2125'EAST OF THE CENTER OF THE AVENUE, AND 0.3 M (1.0 FT) WEST OF A
 MK2125'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MK2125'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1359 ***********************************************************************
 MJ1359  DESIGNATION -  H 429
 MJ1359  PID         -  MJ1359
 MJ1359  STATE/COUNTY-  NE/DOUGLAS
 MJ1359  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1359
 MJ1359                         *CURRENT SURVEY CONTROL
 MJ1359  ___________________________________________________________________
 MJ1359* NAD 83(1986)-  41 18 56.     (N)    095 56 50.     (W)     SCALED    
 MJ1359* NAVD 88     -       317.041  (meters)    1040.16   (feet)  ADJUSTED  
 MJ1359  ___________________________________________________________________
 MJ1359  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 MJ1359  DYNAMIC HT  -         316.906 (meters)    1039.72  (feet)  COMP
 MJ1359  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 MJ1359
 MJ1359  VERT ORDER  -  FIRST     CLASS II
 MJ1359
 MJ1359.The horizontal coordinates were scaled from a topographic map and have
 MJ1359.an estimated accuracy of +/- 6 seconds.
 MJ1359
 MJ1359.The orthometric height was determined by differential leveling
 MJ1359.and adjusted by the National Geodetic Survey in June 1991..
 MJ1359
 MJ1359.The geoid height was determined by GEOID03.
 MJ1359
 MJ1359.The dynamic height is computed by dividing the NAVD 88
 MJ1359.geopotential number by the normal gravity value computed on the
 MJ1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1359.degrees latitude (g = 980.6199 gals.).
 MJ1359
 MJ1359.The modeled gravity was interpolated from observed gravity values.
 MJ1359
 MJ1359;                    North         East    Units  Estimated Accuracy
 MJ1359;SPC NE       -   172,510.      839,110.      MT  (+/- 180 meters Scaled)
 MJ1359
 MJ1359                          SUPERSEDED SURVEY CONTROL
 MJ1359
 MJ1359.No superseded survey control is available for this station.
 MJ1359
 MJ1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF533779(NAD 83)
 MJ1359_MARKER: I = METAL ROD
 MJ1359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1359_SP_SET: STAINLESS STEEL ROD
 MJ1359_STAMPING: H 429 1989
 MJ1359_MARK LOGO: NGS   
 MJ1359_PROJECTION: FLUSH
 MJ1359_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1359+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1359_ROD/PIPE-DEPTH: 14.6 meters
 MJ1359
 MJ1359  HISTORY     - Date     Condition        Report By
 MJ1359  HISTORY     - 1989     MONUMENTED       NGS
 MJ1359
 MJ1359                          STATION DESCRIPTION
 MJ1359
 MJ1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1359'IN OMAHA, AT THE INTERSECTION OF FLORENCE BOULEVARD AND 24TH STREET,
 MJ1359'12.7 M (41.7 FT) WEST OF THE CENTERLINE OF THE STREET, 12.0 M (39.4
 MJ1359'FT) SOUTH OF THE EXTENDED CENTER OF THE BOULEVARD, 1.2 M (3.9 FT)
 MJ1359'SOUTHWEST OF THE EAST END OF A MILLER PARK SIGN, 1.0 M (3.3 FT) ABOVE
 MJ1359'THE LEVEL OF THE STREET SURFACE, AND 0.9 M (3.0 FT) SOUTH OF THE
 MJ1359'SOUTH FACE OF THE SIGN.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MJ1359'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0524 ***********************************************************************
 NO0524  DESIGNATION -  H 431
 NO0524  PID         -  NO0524
 NO0524  STATE/COUNTY-  NE/CHERRY
 NO0524  USGS QUAD   -  ELL LAKE (1985)
 NO0524
 NO0524                         *CURRENT SURVEY CONTROL
 NO0524  ___________________________________________________________________
 NO0524* NAD 83(1986)-  42 43 54.     (N)    100 32 13.     (W)     SCALED    
 NO0524* NAVD 88     -       859.564  (meters)    2820.09   (feet)  ADJUSTED  
 NO0524  ___________________________________________________________________
 NO0524  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 NO0524  DYNAMIC HT  -         859.201 (meters)    2818.90  (feet)  COMP
 NO0524  MODELED GRAV-     980,169.5   (mgal)                       NAVD 88
 NO0524
 NO0524  VERT ORDER  -  FIRST     CLASS II
 NO0524
 NO0524.The horizontal coordinates were scaled from a topographic map and have
 NO0524.an estimated accuracy of +/- 6 seconds.
 NO0524
 NO0524.The orthometric height was determined by differential leveling
 NO0524.and adjusted by the National Geodetic Survey in June 1994..
 NO0524
 NO0524.The geoid height was determined by GEOID03.
 NO0524
 NO0524.The dynamic height is computed by dividing the NAVD 88
 NO0524.geopotential number by the normal gravity value computed on the
 NO0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0524.degrees latitude (g = 980.6199 gals.).
 NO0524
 NO0524.The modeled gravity was interpolated from observed gravity values.
 NO0524
 NO0524;                    North         East    Units  Estimated Accuracy
 NO0524;SPC NE       -   321,950.      456,030.      MT  (+/- 180 meters Scaled)
 NO0524
 NO0524                          SUPERSEDED SURVEY CONTROL
 NO0524
 NO0524  NGVD 29 (02/14/92)  859.279  (m)         2819.15   (f) ADJUSTED    1 2
 NO0524
 NO0524.Superseded values are not recommended for survey control.
 NO0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0524.See file dsdata.txt to determine how the superseded data were derived.
 NO0524
 NO0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN741321(NAD 83)
 NO0524_MARKER: I = METAL ROD
 NO0524_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0524_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0524_STAMPING: H 431 1991
 NO0524_MARK LOGO: NGS   
 NO0524_PROJECTION: RECESSED 10 CENTIMETERS
 NO0524_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0524+STABILITY: POSITION/ELEVATION WELL
 NO0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0524+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0524_ROD/PIPE-DEPTH: 14.0 meters
 NO0524_SLEEVE-DEPTH  : 7.9 meters
 NO0524
 NO0524  HISTORY     - Date     Condition        Report By
 NO0524  HISTORY     - 1991     MONUMENTED       NGS
 NO0524
 NO0524                          STATION DESCRIPTION
 NO0524
 NO0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0524'18.2 KM (11.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0524'OF U.S. HIGHWAY 20 IN VALENTINE, 32.2 M (105.6 FT) WEST OF AND LEVEL
 NO0524'WITH THE HIGHWAY CENTERLINE, 27.5 M (90.2 FT) NORTHWEST OF UTILITY
 NO0524'POLE NUMBER 116, 17.0 M (55.8 FT) WEST OF A T-FENCE CORNER, 0.8 M
 NO0524'(2.6 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 NO0524'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 NO0524'A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0554 ***********************************************************************
 NO0554  DESIGNATION -  H 432
 NO0554  PID         -  NO0554
 NO0554  STATE/COUNTY-  NE/CHERRY
 NO0554  USGS QUAD   -  BRUSH HILL (1987)
 NO0554
 NO0554                         *CURRENT SURVEY CONTROL
 NO0554  ___________________________________________________________________
 NO0554* NAD 83(1986)-  42 25 06.     (N)    101 01 33.     (W)     SCALED    
 NO0554* NAVD 88     -       963.717  (meters)    3161.79   (feet)  ADJUSTED  
 NO0554  ___________________________________________________________________
 NO0554  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 NO0554  DYNAMIC HT  -         963.266 (meters)    3160.32  (feet)  COMP
 NO0554  MODELED GRAV-     980,120.1   (mgal)                       NAVD 88
 NO0554
 NO0554  VERT ORDER  -  FIRST     CLASS II
 NO0554
 NO0554.The horizontal coordinates were scaled from a topographic map and have
 NO0554.an estimated accuracy of +/- 6 seconds.
 NO0554
 NO0554.The orthometric height was determined by differential leveling
 NO0554.and adjusted by the National Geodetic Survey in June 1994..
 NO0554
 NO0554.The geoid height was determined by GEOID03.
 NO0554
 NO0554.The dynamic height is computed by dividing the NAVD 88
 NO0554.geopotential number by the normal gravity value computed on the
 NO0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0554.degrees latitude (g = 980.6199 gals.).
 NO0554
 NO0554.The modeled gravity was interpolated from observed gravity values.
 NO0554
 NO0554;                    North         East    Units  Estimated Accuracy
 NO0554;SPC NE       -   287,510.      415,590.      MT  (+/- 180 meters Scaled)
 NO0554
 NO0554                          SUPERSEDED SURVEY CONTROL
 NO0554
 NO0554  NGVD 29 (02/14/92)  963.424  (m)         3160.83   (f) ADJUSTED    1 2
 NO0554
 NO0554.Superseded values are not recommended for survey control.
 NO0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0554.See file dsdata.txt to determine how the superseded data were derived.
 NO0554
 NO0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM333982(NAD 83)
 NO0554_MARKER: I = METAL ROD
 NO0554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0554_SP_SET: STAINLESS STEEL ROD
 NO0554_STAMPING: H 432 1991
 NO0554_MARK LOGO: NGS   
 NO0554_PROJECTION: FLUSH
 NO0554_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0554+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0554_ROD/PIPE-DEPTH: 13.1 meters
 NO0554
 NO0554  HISTORY     - Date     Condition        Report By
 NO0554  HISTORY     - 1991     MONUMENTED       NGS
 NO0554
 NO0554                          STATION DESCRIPTION
 NO0554
 NO0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0554'43.3 KM (26.90 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0554'OF STATE HIGHWAY 2 IN MULLEN, 36.4 M (119.4 FT) NORTHWEST OF AND
 NO0554'LEVEL WITH THE HIGHWAY CENTERLINE, 14.9 M (48.9 FT) NORTH OF THE
 NO0554'CENTERLINE OF A PAVED ROAD (FORMER ALINEMENT OF THE OLD HIGHWAY), 9.3
 NO0554'M (30.5 FT) WEST OF A BRACED FENCE POST, AND 0.4 M (1.3 FT) SOUTH OF
 NO0554'A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 NO0554'A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0574 ***********************************************************************
 NO0574  DESIGNATION -  H 433
 NO0574  PID         -  NO0574
 NO0574  STATE/COUNTY-  NE/HOOKER
 NO0574  USGS QUAD   -  MULLEN (1988)
 NO0574
 NO0574                         *CURRENT SURVEY CONTROL
 NO0574  ___________________________________________________________________
 NO0574* NAD 83(1986)-  42 00 33.     (N)    101 02 46.     (W)     SCALED    
 NO0574* NAVD 88     -       989.448  (meters)    3246.21   (feet)  ADJUSTED  
 NO0574  ___________________________________________________________________
 NO0574  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 NO0574  DYNAMIC HT  -         988.926 (meters)    3244.50  (feet)  COMP
 NO0574  MODELED GRAV-     980,060.9   (mgal)                       NAVD 88
 NO0574
 NO0574  VERT ORDER  -  FIRST     CLASS II
 NO0574
 NO0574.The horizontal coordinates were scaled from a topographic map and have
 NO0574.an estimated accuracy of +/- 6 seconds.
 NO0574
 NO0574.The orthometric height was determined by differential leveling
 NO0574.and adjusted by the National Geodetic Survey in June 1994..
 NO0574
 NO0574.The geoid height was determined by GEOID03.
 NO0574
 NO0574.The dynamic height is computed by dividing the NAVD 88
 NO0574.geopotential number by the normal gravity value computed on the
 NO0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0574.degrees latitude (g = 980.6199 gals.).
 NO0574
 NO0574.The modeled gravity was interpolated from observed gravity values.
 NO0574
 NO0574;                    North         East    Units  Estimated Accuracy
 NO0574;SPC NE       -   242,100.      413,370.      MT  (+/- 180 meters Scaled)
 NO0574
 NO0574                          SUPERSEDED SURVEY CONTROL
 NO0574
 NO0574  NGVD 29 (02/14/92)  989.135  (m)         3245.19   (f) ADJUSTED    1 2
 NO0574
 NO0574.Superseded values are not recommended for survey control.
 NO0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0574.See file dsdata.txt to determine how the superseded data were derived.
 NO0574
 NO0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM305528(NAD 83)
 NO0574_MARKER: I = METAL ROD
 NO0574_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0574_SP_SET: STAINLESS STEEL ROD
 NO0574_STAMPING: H 433 1991
 NO0574_MARK LOGO: NGS   
 NO0574_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0574_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0574+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0574_ROD/PIPE-DEPTH: 12.1 meters
 NO0574
 NO0574  HISTORY     - Date     Condition        Report By
 NO0574  HISTORY     - 1991     MONUMENTED       NGS
 NO0574
 NO0574                          STATION DESCRIPTION
 NO0574
 NO0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0574'3.6 KM (2.25 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0574'OF STATE HIGHWAY 2 IN MULLEN, 26.0 M (85.3 FT) NORTH OF THE CENTER OF
 NO0574'A FIELD ENTRANCE, 15.1 M (49.5 FT) SOUTH OF THE EXTENDED CENTER OF A
 NO0574'DRIVEWAY LEADING TO A LARGE BUILDING, 10.8 M (35.4 FT) EAST OF THE
 NO0574'HIGHWAY CENTERLINE, 2.1 M (6.9 FT) WEST OF UTILITY POLE NUMBER 201 32
 NO0574'14 WITH 2 GUY CABLES, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 NO0574'AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 NO0574'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0537 ***********************************************************************
 MM0537  DESIGNATION -  H 434
 MM0537  PID         -  MM0537
 MM0537  STATE/COUNTY-  NE/MCPHERSON
 MM0537  USGS QUAD   -  GRAGG RANCH (1972)
 MM0537
 MM0537                         *CURRENT SURVEY CONTROL
 MM0537  ___________________________________________________________________
 MM0537* NAD 83(1986)-  41 27 05.     (N)    100 52 12.     (W)     SCALED    
 MM0537* NAVD 88     -       974.138  (meters)    3195.98   (feet)  ADJUSTED  
 MM0537  ___________________________________________________________________
 MM0537  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 MM0537  DYNAMIC HT  -         973.548 (meters)    3194.05  (feet)  COMP
 MM0537  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 MM0537
 MM0537  VERT ORDER  -  FIRST     CLASS II
 MM0537
 MM0537.The horizontal coordinates were scaled from a topographic map and have
 MM0537.an estimated accuracy of +/- 6 seconds.
 MM0537
 MM0537.The orthometric height was determined by differential leveling
 MM0537.and adjusted by the National Geodetic Survey in June 1994..
 MM0537
 MM0537.The geoid height was determined by GEOID03.
 MM0537
 MM0537.The dynamic height is computed by dividing the NAVD 88
 MM0537.geopotential number by the normal gravity value computed on the
 MM0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0537.degrees latitude (g = 980.6199 gals.).
 MM0537
 MM0537.The modeled gravity was interpolated from observed gravity values.
 MM0537
 MM0537;                    North         East    Units  Estimated Accuracy
 MM0537;SPC NE       -   180,010.      427,330.      MT  (+/- 180 meters Scaled)
 MM0537
 MM0537                          SUPERSEDED SURVEY CONTROL
 MM0537
 MM0537  NGVD 29 (02/14/92)  973.765  (m)         3194.76   (f) ADJUSTED    1 2
 MM0537
 MM0537.Superseded values are not recommended for survey control.
 MM0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0537.See file dsdata.txt to determine how the superseded data were derived.
 MM0537
 MM0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL438905(NAD 83)
 MM0537_MARKER: I = METAL ROD
 MM0537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0537_SP_SET: STAINLESS STEEL ROD
 MM0537_STAMPING: H 434 1991
 MM0537_MARK LOGO: NGS   
 MM0537_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0537_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0537+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0537_ROD/PIPE-DEPTH: 21.8 meters
 MM0537
 MM0537  HISTORY     - Date     Condition        Report By
 MM0537  HISTORY     - 1991     MONUMENTED       NGS
 MM0537
 MM0537                          STATION DESCRIPTION
 MM0537
 MM0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0537'15.3 KM (9.50 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0537'COURTHOUSE IN TRYON, 22.9 M (75.1 FT) WEST OF THE HIGHWAY CENTERLINE,
 MM0537'22.1 M (72.5 FT) SOUTH OF THE CENTER OF THE JIM GRAGG RANCH ENTRANCE
 MM0537'ROAD, 13.6 M (44.6 FT) SOUTH OF A FENCE CORNER, 0.3 M (1.0 FT) BELOW
 MM0537'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST
 MM0537'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MM0537'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1443 ***********************************************************************
 LH1443  DESIGNATION -  H 435
 LH1443  PID         -  LH1443
 LH1443  STATE/COUNTY-  NE/BUFFALO
 LH1443  USGS QUAD   -  KEARNEY (1983)
 LH1443
 LH1443                         *CURRENT SURVEY CONTROL
 LH1443  ___________________________________________________________________
 LH1443* NAD 83(1986)-  40 41 30.     (N)    099 07 26.     (W)     SCALED    
 LH1443* NAVD 88     -       661.274  (meters)    2169.53   (feet)  ADJUSTED  
 LH1443  ___________________________________________________________________
 LH1443  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 LH1443  DYNAMIC HT  -         660.898 (meters)    2168.30  (feet)  COMP
 LH1443  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 LH1443
 LH1443  VERT ORDER  -  FIRST     CLASS II
 LH1443
 LH1443.The horizontal coordinates were scaled from a topographic map and have
 LH1443.an estimated accuracy of +/- 6 seconds.
 LH1443
 LH1443.The orthometric height was determined by differential leveling
 LH1443.and adjusted by the National Geodetic Survey in May 1993..
 LH1443
 LH1443.The geoid height was determined by GEOID03.
 LH1443
 LH1443.The dynamic height is computed by dividing the NAVD 88
 LH1443.geopotential number by the normal gravity value computed on the
 LH1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1443.degrees latitude (g = 980.6199 gals.).
 LH1443
 LH1443.The modeled gravity was interpolated from observed gravity values.
 LH1443
 LH1443;                    North         East    Units  Estimated Accuracy
 LH1443;SPC NE       -    95,680.      574,040.      MT  (+/- 180 meters Scaled)
 LH1443
 LH1443                          SUPERSEDED SURVEY CONTROL
 LH1443
 LH1443  NGVD 29 (02/14/92)  661.015  (m)         2168.68   (f) ADJUSTED    1 2
 LH1443
 LH1443.Superseded values are not recommended for survey control.
 LH1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1443.See file dsdata.txt to determine how the superseded data were derived.
 LH1443
 LH1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML895045(NAD 83)
 LH1443_MARKER: I = METAL ROD
 LH1443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1443_SP_SET: STAINLESS STEEL ROD
 LH1443_STAMPING: H 435 1991
 LH1443_MARK LOGO: NGS   
 LH1443_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1443_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1443+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1443_ROD/PIPE-DEPTH: 14.7 meters
 LH1443
 LH1443  HISTORY     - Date     Condition        Report By
 LH1443  HISTORY     - 1991     MONUMENTED       NGS
 LH1443
 LH1443                          STATION DESCRIPTION
 LH1443
 LH1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1443'3.3 KM (2.05 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1443'STATE HIGHWAY 44 IN KEARNEY, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG
 LH1443'A GRAVELED ROAD, 61.6 M (202.1 FT) SOUTH OF THE CENTER OF A GRAVELED
 LH1443'ROAD, 53.9 M (176.8 FT) WEST OF AND LEVEL WITH THE CENTER OF THE
 LH1443'ROAD, 10.8 M (35.4 FT) NORTH OF THE NEAR RAIL OF THE UNION PACIFIC
 LH1443'RAILROAD, 1.4 M (4.6 FT) NORTHWEST OF AN UNDERGROUND CABLE WARNING
 LH1443'SIGN, 1.2 M (3.9 FT) WEST OF A UTILITY POLE, AND 0.5 M (1.6 FT) EAST
 LH1443'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LH1443'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1470 ***********************************************************************
 LH1470  DESIGNATION -  H 436
 LH1470  PID         -  LH1470
 LH1470  STATE/COUNTY-  NE/ADAMS
 LH1470  USGS QUAD   -  HASTINGS EAST (1983)
 LH1470
 LH1470                         *CURRENT SURVEY CONTROL
 LH1470  ___________________________________________________________________
 LH1470* NAD 83(1986)-  40 37 23.     (N)    098 22 25.     (W)     SCALED    
 LH1470* NAVD 88     -       580.957  (meters)    1906.02   (feet)  ADJUSTED  
 LH1470  ___________________________________________________________________
 LH1470  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 LH1470  DYNAMIC HT  -         580.635 (meters)    1904.97  (feet)  COMP
 LH1470  MODELED GRAV-     980,051.5   (mgal)                       NAVD 88
 LH1470
 LH1470  VERT ORDER  -  FIRST     CLASS II
 LH1470
 LH1470.The horizontal coordinates were scaled from a topographic map and have
 LH1470.an estimated accuracy of +/- 6 seconds.
 LH1470
 LH1470.The orthometric height was determined by differential leveling
 LH1470.and adjusted by the National Geodetic Survey in May 1993..
 LH1470
 LH1470.The geoid height was determined by GEOID03.
 LH1470
 LH1470.The dynamic height is computed by dividing the NAVD 88
 LH1470.geopotential number by the normal gravity value computed on the
 LH1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1470.degrees latitude (g = 980.6199 gals.).
 LH1470
 LH1470.The modeled gravity was interpolated from observed gravity values.
 LH1470
 LH1470;                    North         East    Units  Estimated Accuracy
 LH1470;SPC NE       -    88,980.      637,570.      MT  (+/- 180 meters Scaled)
 LH1470
 LH1470                          SUPERSEDED SURVEY CONTROL
 LH1470
 LH1470  NGVD 29 (02/14/92)  580.713  (m)         1905.22   (f) ADJUSTED    1 2
 LH1470
 LH1470.Superseded values are not recommended for survey control.
 LH1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1470.See file dsdata.txt to determine how the superseded data were derived.
 LH1470
 LH1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK529971(NAD 83)
 LH1470_MARKER: I = METAL ROD
 LH1470_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1470_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LH1470_STAMPING: H 436 1991
 LH1470_MARK LOGO: NGS   
 LH1470_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1470_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1470+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1470_ROD/PIPE-DEPTH: 9.9  meters
 LH1470_SLEEVE-DEPTH  : 0.9 meters
 LH1470
 LH1470  HISTORY     - Date     Condition        Report By
 LH1470  HISTORY     - 1991     MONUMENTED       NGS
 LH1470
 LH1470                          STATION DESCRIPTION
 LH1470
 LH1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1470'2.6 KM (1.60 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1470'OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.7 KM (0.45 MI)
 LH1470'EASTERLY ALONG A GRAVELED ROAD, 300.0 M (984.2 FT) SOUTH OF THE
 LH1470'CENTER OF THE ROAD, 19.5 M (64.0 FT) SOUTHEAST OF A 12-FOOT CEDAR
 LH1470'TREE, 13.6 M (44.6 FT) EAST OF THE NEAR RAIL OF THE UNION PACIFIC
 LH1470'RAILROAD, 11.8 M (38.7 FT) NORTHEAST OF MILEPOST 2, 0.4 M (1.3 FT)
 LH1470'WEST OF A FENCE, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.
 LH1470'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 LH1470'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1265 ***********************************************************************
 LG1265  DESIGNATION -  H 437
 LG1265  PID         -  LG1265
 LG1265  STATE/COUNTY-  NE/CLAY
 LG1265  USGS QUAD   -  SUTTON (1969)
 LG1265
 LG1265                         *CURRENT SURVEY CONTROL
 LG1265  ___________________________________________________________________
 LG1265* NAD 83(1986)-  40 37 20.     (N)    097 49 29.     (W)     SCALED    
 LG1265* NAVD 88     -       524.420  (meters)    1720.53   (feet)  ADJUSTED  
 LG1265  ___________________________________________________________________
 LG1265  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 LG1265  DYNAMIC HT  -         524.133 (meters)    1719.59  (feet)  COMP
 LG1265  MODELED GRAV-     980,061.1   (mgal)                       NAVD 88
 LG1265
 LG1265  VERT ORDER  -  FIRST     CLASS II
 LG1265
 LG1265.The horizontal coordinates were scaled from a topographic map and have
 LG1265.an estimated accuracy of +/- 6 seconds.
 LG1265
 LG1265.The orthometric height was determined by differential leveling
 LG1265.and adjusted by the National Geodetic Survey in May 1993..
 LG1265
 LG1265.The geoid height was determined by GEOID03.
 LG1265
 LG1265.The dynamic height is computed by dividing the NAVD 88
 LG1265.geopotential number by the normal gravity value computed on the
 LG1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1265.degrees latitude (g = 980.6199 gals.).
 LG1265
 LG1265.The modeled gravity was interpolated from observed gravity values.
 LG1265
 LG1265;                    North         East    Units  Estimated Accuracy
 LG1265;SPC NE       -    89,910.      684,000.      MT  (+/- 180 meters Scaled)
 LG1265
 LG1265                          SUPERSEDED SURVEY CONTROL
 LG1265
 LG1265.No superseded survey control is available for this station.
 LG1265
 LG1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK994974(NAD 83)
 LG1265_MARKER: I = METAL ROD
 LG1265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1265_SP_SET: STAINLESS STEEL ROD
 LG1265_STAMPING: H 437 1991
 LG1265_MARK LOGO: NGS   
 LG1265_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1265_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1265+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1265_ROD/PIPE-DEPTH: 7.2  meters
 LG1265
 LG1265  HISTORY     - Date     Condition        Report By
 LG1265  HISTORY     - 1991     MONUMENTED       NGS
 LG1265
 LG1265                          STATION DESCRIPTION
 LG1265
 LG1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1265'19.6 KM (12.15 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1265'OF U.S. HIGHWAY 81 IN FAIRMONT, 23.0 M (75.5 FT) SOUTH OF THE NEAR
 LG1265'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 18.8 M (61.7 FT) NORTH OF
 LG1265'THE CENTERLINE OF THE HIGHWAY, 11.0 M (36.1 FT) WEST OF THE CENTER OF
 LG1265'A GRAVELED ROAD, 4.5 M (14.8 FT) NORTHEAST OF AN UNDERGROUND CABLE
 LG1265'JUNCTION BOX, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 LG1265'(1.3 FT) NORTH OF A RIGHT-OF-WAY MARKER, AND 0.4 M (1.3 FT) SOUTH OF
 LG1265'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LG1265'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1303 ***********************************************************************
 LG1303  DESIGNATION -  H 438
 LG1303  PID         -  LG1303
 LG1303  STATE/COUNTY-  NE/LANCASTER
 LG1303  USGS QUAD   -  DENTON (1972)
 LG1303
 LG1303                         *CURRENT SURVEY CONTROL
 LG1303  ___________________________________________________________________
 LG1303* NAD 83(1986)-  40 39 13.     (N)    096 48 27.     (W)     SCALED    
 LG1303* NAVD 88     -       419.637  (meters)    1376.76   (feet)  ADJUSTED  
 LG1303  ___________________________________________________________________
 LG1303  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 LG1303  DYNAMIC HT  -         419.446 (meters)    1376.13  (feet)  COMP
 LG1303  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 LG1303
 LG1303  VERT ORDER  -  FIRST     CLASS II
 LG1303
 LG1303.The horizontal coordinates were scaled from a topographic map and have
 LG1303.an estimated accuracy of +/- 6 seconds.
 LG1303
 LG1303.The orthometric height was determined by differential leveling
 LG1303.and adjusted by the National Geodetic Survey in May 1993..
 LG1303
 LG1303.The geoid height was determined by GEOID03.
 LG1303
 LG1303.The dynamic height is computed by dividing the NAVD 88
 LG1303.geopotential number by the normal gravity value computed on the
 LG1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1303.degrees latitude (g = 980.6199 gals.).
 LG1303
 LG1303.The modeled gravity was interpolated from observed gravity values.
 LG1303
 LG1303;                    North         East    Units  Estimated Accuracy
 LG1303;SPC NE       -    96,060.      769,880.      MT  (+/- 180 meters Scaled)
 LG1303
 LG1303                          SUPERSEDED SURVEY CONTROL
 LG1303
 LG1303.No superseded survey control is available for this station.
 LG1303
 LG1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL853026(NAD 83)
 LG1303_MARKER: I = METAL ROD
 LG1303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1303_SP_SET: STAINLESS STEEL ROD
 LG1303_STAMPING: H 438 1991
 LG1303_MARK LOGO: NGS   
 LG1303_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1303_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1303+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1303_ROD/PIPE-DEPTH: 8.6  meters
 LG1303
 LG1303  HISTORY     - Date     Condition        Report By
 LG1303  HISTORY     - 1991     MONUMENTED       NGS
 LG1303
 LG1303                          STATION DESCRIPTION
 LG1303
 LG1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1303'14.2 KM (8.80 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1303'IN CRETE, 18.1 M (59.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LG1303'7.1 M (23.3 FT) NORTH OF THE MOST EASTERLY OF 2 LEGS OF A HIGH LINE
 LG1303'TOWER, 1.8 M (5.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT)
 LG1303'WEST OF A RIGHT-OF-WAY MARKER, AND 0.5 M (1.6 FT) EAST OF A WITNESS
 LG1303'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1333 ***********************************************************************
 LG1333  DESIGNATION -  H 439
 LG1333  PID         -  LG1333
 LG1333  STATE/COUNTY-  NE/LANCASTER
 LG1333  USGS QUAD   -  PALMYRA (1966)
 LG1333
 LG1333                         *CURRENT SURVEY CONTROL
 LG1333  ___________________________________________________________________
 LG1333* NAD 83(1986)-  40 42 42.     (N)    096 28 15.     (W)     SCALED    
 LG1333* NAVD 88     -       376.703  (meters)    1235.90   (feet)  ADJUSTED  
 LG1333  ___________________________________________________________________
 LG1333  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 LG1333  DYNAMIC HT  -         376.539 (meters)    1235.36  (feet)  COMP
 LG1333  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 LG1333
 LG1333  VERT ORDER  -  FIRST     CLASS II
 LG1333
 LG1333.The horizontal coordinates were scaled from a topographic map and have
 LG1333.an estimated accuracy of +/- 6 seconds.
 LG1333
 LG1333.The orthometric height was determined by differential leveling
 LG1333.and adjusted by the National Geodetic Survey in May 1993..
 LG1333
 LG1333.The geoid height was determined by GEOID03.
 LG1333
 LG1333.The dynamic height is computed by dividing the NAVD 88
 LG1333.geopotential number by the normal gravity value computed on the
 LG1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1333.degrees latitude (g = 980.6199 gals.).
 LG1333
 LG1333.The modeled gravity was interpolated from observed gravity values.
 LG1333
 LG1333;                    North         East    Units  Estimated Accuracy
 LG1333;SPC NE       -   103,600.      798,060.      MT  (+/- 180 meters Scaled)
 LG1333
 LG1333                          SUPERSEDED SURVEY CONTROL
 LG1333
 LG1333.No superseded survey control is available for this station.
 LG1333
 LG1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL136098(NAD 83)
 LG1333_MARKER: DV = VERTICAL CONTROL DISK
 LG1333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1333_SP_SET: ABUTMENT
 LG1333_STAMPING: H 439 1991
 LG1333_MARK LOGO: NGS   
 LG1333_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1333+STABILITY: POSITION/ELEVATION WELL
 LG1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1333+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1333
 LG1333  HISTORY     - Date     Condition        Report By
 LG1333  HISTORY     - 1991     MONUMENTED       NGS
 LG1333
 LG1333                          STATION DESCRIPTION
 LG1333
 LG1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1333'21.6 KM (13.40 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1333'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, SET VERTICALLY IN
 LG1333'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NUMBER
 LG1333'47229 SPANNING A DRY WASH, 6.4 M (21.0 FT) NORTH OF THE CENTERLINE OF
 LG1333'THE HIGHWAY, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M
 LG1333'(3.0 FT) EAST OF THE NORTHWEST CORNER OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1369 ***********************************************************************
 LG1369  DESIGNATION -  H 440
 LG1369  PID         -  LG1369
 LG1369  STATE/COUNTY-  NE/LANCASTER
 LG1369  USGS QUAD   -  LINCOLN (1980)
 LG1369
 LG1369                         *CURRENT SURVEY CONTROL
 LG1369  ___________________________________________________________________
 LG1369* NAD 83(1986)-  40 50 21.     (N)    096 44 22.     (W)     SCALED    
 LG1369* NAVD 88     -       364.349  (meters)    1195.37   (feet)  ADJUSTED  
 LG1369  ___________________________________________________________________
 LG1369  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 LG1369  DYNAMIC HT  -         364.184 (meters)    1194.83  (feet)  COMP
 LG1369  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 LG1369
 LG1369  VERT ORDER  -  FIRST     CLASS II
 LG1369
 LG1369.The horizontal coordinates were scaled from a topographic map and have
 LG1369.an estimated accuracy of +/- 6 seconds.
 LG1369
 LG1369.The orthometric height was determined by differential leveling
 LG1369.and adjusted by the National Geodetic Survey in May 1993..
 LG1369
 LG1369.The geoid height was determined by GEOID03.
 LG1369
 LG1369.The dynamic height is computed by dividing the NAVD 88
 LG1369.geopotential number by the normal gravity value computed on the
 LG1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1369.degrees latitude (g = 980.6199 gals.).
 LG1369
 LG1369.The modeled gravity was interpolated from observed gravity values.
 LG1369
 LG1369;                    North         East    Units  Estimated Accuracy
 LG1369;SPC NE       -   116,860.      774,850.      MT  (+/- 180 meters Scaled)
 LG1369
 LG1369                          SUPERSEDED SURVEY CONTROL
 LG1369
 LG1369.No superseded survey control is available for this station.
 LG1369
 LG1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL905233(NAD 83)
 LG1369_MARKER: DV = VERTICAL CONTROL DISK
 LG1369_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1369_SP_SET: PIER
 LG1369_STAMPING: H 440 1992
 LG1369_MARK LOGO: NGS   
 LG1369_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1369+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1369
 LG1369  HISTORY     - Date     Condition        Report By
 LG1369  HISTORY     - 1992     MONUMENTED       NGS
 LG1369  HISTORY     - 20050312 MARK NOT FOUND   GEOCAC
 LG1369
 LG1369                          STATION DESCRIPTION
 LG1369
 LG1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1369'IN LINCOLN, AT THE INTERSECTION OF INTERSTATE HIGHWAY 80, THE UNION
 LG1369'PACIFIC RAILROAD, AND CORNHUSKER HIGHWAY, SET VERTICALLY IN THE
 LG1369'SOUTHEAST FACE OF THE MOST SOUTHEASTERLY OF 4 CONCRETE COLUMNS (FIRST
 LG1369'PIER NORTHEAST OF THE TRACK) OF THE INTERSTATE HIGHWAY OVERPASS OF
 LG1369'CORNHUSKER HIGHWAY AND THE TRACK, 9.4 M (30.8 FT) SOUTHWEST OF THE
 LG1369'CENTERLINE OF THE EASTBOUND LANES OF CORNHUSKER HIGHWAY, 5.8 M
 LG1369'(19.0 FT) SOUTHEAST OF THE CENTER OF THE INTERSTATE HIGHWAY, 4.5 M
 LG1369'(14.8 FT) NORTHEAST OF THE NEAR RAIL, AND 1.0 M (3.3 FT) ABOVE THE
 LG1369'LEVEL OF CORNHUSKER HIGHWAY.
 LG1369
 LG1369                          STATION RECOVERY (2005)
 LG1369
 LG1369'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1369'THE INTERSTATE 80 BRIDGE AND PIERS OVER CORNHUSKER HIGHWAY AND THE
 LG1369'RAILROAD TRACKS HAVE BEEN REPLACED. THIS MARK SHOULD BE ASSUMED
 LG1369'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1373 ***********************************************************************
 LG1373  DESIGNATION -  H 441
 LG1373  PID         -  LG1373
 LG1373  STATE/COUNTY-  NE/LANCASTER
 LG1373  USGS QUAD   -  LINCOLN (1980)
 LG1373
 LG1373                         *CURRENT SURVEY CONTROL
 LG1373  ___________________________________________________________________
 LG1373* NAD 83(1986)-  40 51 19.     (N)    096 42 54.     (W)     SCALED    
 LG1373* NAVD 88     -       362.073  (meters)    1187.90   (feet)  ADJUSTED  
 LG1373  ___________________________________________________________________
 LG1373  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 LG1373  DYNAMIC HT  -         361.911 (meters)    1187.37  (feet)  COMP
 LG1373  MODELED GRAV-     980,164.6   (mgal)                       NAVD 88
 LG1373
 LG1373  VERT ORDER  -  FIRST     CLASS II
 LG1373
 LG1373.The horizontal coordinates were scaled from a topographic map and have
 LG1373.an estimated accuracy of +/- 6 seconds.
 LG1373
 LG1373.The orthometric height was determined by differential leveling
 LG1373.and adjusted by the National Geodetic Survey in May 1993..
 LG1373
 LG1373.The geoid height was determined by GEOID03.
 LG1373
 LG1373.The dynamic height is computed by dividing the NAVD 88
 LG1373.geopotential number by the normal gravity value computed on the
 LG1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1373.degrees latitude (g = 980.6199 gals.).
 LG1373
 LG1373.The modeled gravity was interpolated from observed gravity values.
 LG1373
 LG1373;                    North         East    Units  Estimated Accuracy
 LG1373;SPC NE       -   118,720.      776,840.      MT  (+/- 180 meters Scaled)
 LG1373
 LG1373                          SUPERSEDED SURVEY CONTROL
 LG1373
 LG1373.No superseded survey control is available for this station.
 LG1373
 LG1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL925252(NAD 83)
 LG1373_MARKER: I = METAL ROD
 LG1373_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1373_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1373_STAMPING: H 441 1992
 LG1373_MARK LOGO: NGS   
 LG1373_PROJECTION: FLUSH
 LG1373_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1373+STABILITY: POSITION/ELEVATION WELL
 LG1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1373+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 LG1373_ROD/PIPE-DEPTH: 14.6 meters
 LG1373_SLEEVE-DEPTH  : 6.5 meters
 LG1373
 LG1373  HISTORY     - Date     Condition        Report By
 LG1373  HISTORY     - 1992     MONUMENTED       NGS
 LG1373  HISTORY     - 20050402 GOOD             GEOCAC
 LG1373
 LG1373                          STATION DESCRIPTION
 LG1373
 LG1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1373'IN LINCOLN, AT THE INTERSECTION OF 3RD AND SUPERIOR STREETS, IN THE
 LG1373'SOUTH LAWN OF THE NEBRASKA DEPARTMENT OF ROADS DISTRICT 1
 LG1373'HEADQUARTERS, 45.9 M (150.6 FT) NORTH OF THE CENTER OF SUPERIOR
 LG1373'STREET, 29.1 M (95.5 FT) SOUTH OF THE SOUTHWEST CORNER OF A PLATFORM
 LG1373'FOR AN ANTIQUE ROAD GRADER DISPLAY, 27.7 M (90.9 FT) OF AN ANGLE IN A
 LG1373'CHAIN-LINK FENCE, AND 1.4 M (4.6 FT) NORTH OF A WITNESS POST AND
 LG1373'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1373
 LG1373                          STATION RECOVERY (2005)
 LG1373
 LG1373'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1373'AS DESCRIBED, EXCEPT THE STATION IS 27.6 M (90.5 FT) WEST OF FENCE
 LG1373'ANGLE.
 LG1373'HANDHELD NAD83 GPS COORDS N 40D 51M 19.9S  W 96D 42M 55.5S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3466 ***********************************************************************
 AI3466  DESIGNATION -  H 442
 AI3466  PID         -  AI3466
 AI3466  STATE/COUNTY-  NE/RED WILLOW
 AI3466  USGS QUAD   -  MC COOK WEST (1983)
 AI3466
 AI3466                         *CURRENT SURVEY CONTROL
 AI3466  ___________________________________________________________________
 AI3466* NAD 83(1986)-  40 14 34.     (N)    100 39 01.     (W)     SCALED    
 AI3466* NAVD 88     -       808.800  (meters)    2653.54   (feet)  ADJUSTED  
 AI3466  ___________________________________________________________________
 AI3466  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AI3466  DYNAMIC HT  -         808.261 (meters)    2651.77  (feet)  COMP
 AI3466  MODELED GRAV-     979,932.6   (mgal)                       NAVD 88
 AI3466
 AI3466  VERT ORDER  -  SECOND    CLASS I
 AI3466
 AI3466.The horizontal coordinates were scaled from a topographic map and have
 AI3466.an estimated accuracy of +/- 6 seconds.
 AI3466
 AI3466.The orthometric height was determined by differential leveling
 AI3466.and adjusted by the National Geodetic Survey in July 2002..
 AI3466
 AI3466.The geoid height was determined by GEOID03.
 AI3466
 AI3466.The dynamic height is computed by dividing the NAVD 88
 AI3466.geopotential number by the normal gravity value computed on the
 AI3466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3466.degrees latitude (g = 980.6199 gals.).
 AI3466
 AI3466.The modeled gravity was interpolated from observed gravity values.
 AI3466
 AI3466;                    North         East    Units  Estimated Accuracy
 AI3466;SPC NE       -    45,670.      444,670.      MT  (+/- 180 meters Scaled)
 AI3466
 AI3466                          SUPERSEDED SURVEY CONTROL
 AI3466
 AI3466.No superseded survey control is available for this station.
 AI3466
 AI3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK596560(NAD 83)
 AI3466_MARKER: DB = BENCH MARK DISK
 AI3466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3466_SP_SET: HEADWALL
 AI3466_STAMPING: H 442
 AI3466_MARK LOGO: BOR   
 AI3466_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3466+STABILITY: SURFACE MOTION
 AI3466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3466+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 AI3466
 AI3466  HISTORY     - Date     Condition        Report By
 AI3466  HISTORY     - UNK      MONUMENTED       BOR
 AI3466  HISTORY     - 19991103 GOOD             NGS
 AI3466
 AI3466                          STATION DESCRIPTION
 AI3466
 AI3466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3466'4.9 KM (3.05 MI) NORTHERLY ALONG U.S.  HIGHWAY 83 FROM THE EAST
 AI3466'JUNCTION OF U.S.  HIGHWAY 34 IN MCCOOK, IN TOP OF AND 0.1 M (0.3 FT)
 AI3466'NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT
 AI3466'UNDER THE HIGHWAY, 17.1 M (56.1 FT) EAST OF THE HIGHWAY CENTERLINE,
 AI3466'7.2 M (23.6 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 5.6 M (18.4
 AI3466'FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 2.3 M (7.5 FT) EAST OF A
 AI3466'RIGHT-OF-WAY POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AI3466'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0408 ***********************************************************************
 LH0408  DESIGNATION -  H 5
 LH0408  PID         -  LH0408
 LH0408  STATE/COUNTY-  NE/BUFFALO
 LH0408  USGS QUAD   -  NEWARK (1993)
 LH0408
 LH0408                         *CURRENT SURVEY CONTROL
 LH0408  ___________________________________________________________________
 LH0408* NAD 83(1986)-  40 43 11.     (N)    098 58 10.     (W)     SCALED    
 LH0408* NAVD 88     -       644.983  (meters)    2116.08   (feet)  ADJUSTED  
 LH0408  ___________________________________________________________________
 LH0408  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 LH0408  DYNAMIC HT  -         644.619 (meters)    2114.89  (feet)  COMP
 LH0408  MODELED GRAV-     980,040.1   (mgal)                       NAVD 88
 LH0408
 LH0408  VERT ORDER  -  FIRST     CLASS II
 LH0408
 LH0408.The horizontal coordinates were scaled from a topographic map and have
 LH0408.an estimated accuracy of +/- 6 seconds.
 LH0408
 LH0408.The orthometric height was determined by differential leveling
 LH0408.and adjusted by the National Geodetic Survey in June 1991..
 LH0408
 LH0408.The geoid height was determined by GEOID03.
 LH0408
 LH0408.The dynamic height is computed by dividing the NAVD 88
 LH0408.geopotential number by the normal gravity value computed on the
 LH0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0408.degrees latitude (g = 980.6199 gals.).
 LH0408
 LH0408.The modeled gravity was interpolated from observed gravity values.
 LH0408
 LH0408;                    North         East    Units  Estimated Accuracy
 LH0408;SPC NE       -    98,930.      587,050.      MT  (+/- 180 meters Scaled)
 LH0408
 LH0408                          SUPERSEDED SURVEY CONTROL
 LH0408
 LH0408  NGVD 29 (02/14/92)  644.723  (m)         2115.23   (f) ADJUSTED    1 2
 LH0408
 LH0408.Superseded values are not recommended for survey control.
 LH0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0408.See file dsdata.txt to determine how the superseded data were derived.
 LH0408
 LH0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL025076(NAD 83)
 LH0408_MARKER: DB = BENCH MARK DISK
 LH0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0408_SP_SET: CONCRETE POST
 LH0408_STAMPING: H 5 1933 2115.229
 LH0408_MARK LOGO: CGS   
 LH0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0408+STABILITY: SURFACE MOTION
 LH0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0408+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0408
 LH0408  HISTORY     - Date     Condition        Report By
 LH0408  HISTORY     - 1933     MONUMENTED       CGS
 LH0408  HISTORY     - 1960     MARK NOT FOUND   USGS
 LH0408  HISTORY     - 19910923 GOOD             NGS
 LH0408
 LH0408                          STATION DESCRIPTION
 LH0408
 LH0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0408'6.1 MI NE FROM KEARNEY.
 LH0408'ABOUT 6.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0408'THE STATION AT KEARNEY, BUFFALO COUNTY, ABOUT 742 FEET NORTHEAST
 LH0408'OF MILEPOST 183, AT A COUNTY-ROAD CROSSING, 85 FEET SOUTH OF
 LH0408'THE CENTER LINE OF U.S. HIGHWAY 30, 44.8 FEET NORTH OF THE
 LH0408'NORTH RAIL OF THE NORTH MAIN TRACK, 41 FEET EAST OF THE CENTER
 LH0408'LINE OF THE ROAD, 5.2 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE
 LH0408'OF THE ROAD, AND 4.4 FEET SOUTH OF THE NORTH RAILROAD RIGHT-OF-WAY
 LH0408'FENCE.  A STANDARD DISK, STAMPED 2115.229 H 5 1933 AND SET IN
 LH0408'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 LH0408'GROUND.
 LH0408
 LH0408                          STATION RECOVERY (1960)
 LH0408
 LH0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LH0408'MARK NOT FOUND.
 LH0408
 LH0408                          STATION RECOVERY (1991)
 LH0408
 LH0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0408'10.1 KM (6.25 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0408'OF STATE HIGHWAY 44 IN KEARNEY, 24.6 M (80.7 FT) SOUTH OF AND LEVEL
 LH0408'WITH THE HIGHWAY CENTERLINE, 13.6 M (44.6 FT) NORTH OF THE NEAR RAIL
 LH0408'OF THE UNION PACIFIC RAILROAD, 11.5 M (37.7 FT) EAST OF THE CENTER OF
 LH0408'A GRAVELED ROAD, 1.0 M (3.3 FT) SOUTH OF A UTILITY POLE, 0.3 M (1.0
 LH0408'FT) WEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 LH0408'FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0256 ***********************************************************************
 MN0256  DESIGNATION -  H 50
 MN0256  PID         -  MN0256
 MN0256  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0256  USGS QUAD   -  MITCHELL (1963)
 MN0256
 MN0256                         *CURRENT SURVEY CONTROL
 MN0256  ___________________________________________________________________
 MN0256* NAD 83(1986)-  41 56 34.     (N)    103 49 15.     (W)     SCALED    
 MN0256* NAVD 88     -      1205.548  (meters)    3955.20   (feet)  ADJUSTED  
 MN0256  ___________________________________________________________________
 MN0256  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 MN0256  DYNAMIC HT  -        1204.776 (meters)    3952.67  (feet)  COMP
 MN0256  MODELED GRAV-     979,940.7   (mgal)                       NAVD 88
 MN0256
 MN0256  VERT ORDER  -  SECOND    CLASS 0
 MN0256
 MN0256.The horizontal coordinates were scaled from a topographic map and have
 MN0256.an estimated accuracy of +/- 6 seconds.
 MN0256
 MN0256.The orthometric height was determined by differential leveling
 MN0256.and adjusted by the National Geodetic Survey in June 1991..
 MN0256
 MN0256.The geoid height was determined by GEOID03.
 MN0256
 MN0256.The dynamic height is computed by dividing the NAVD 88
 MN0256.geopotential number by the normal gravity value computed on the
 MN0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0256.degrees latitude (g = 980.6199 gals.).
 MN0256
 MN0256.The modeled gravity was interpolated from observed gravity values.
 MN0256
 MN0256;                    North         East    Units  Estimated Accuracy
 MN0256;SPC NE       -   241,200.      183,360.      MT  (+/- 180 meters Scaled)
 MN0256
 MN0256                          SUPERSEDED SURVEY CONTROL
 MN0256
 MN0256  NGVD 29 (??/??/92) 1204.870  (m)         3952.98   (f) ADJ UNCH    2 0
 MN0256
 MN0256.Superseded values are not recommended for survey control.
 MN0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0256.See file dsdata.txt to determine how the superseded data were derived.
 MN0256
 MN0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG977440(NAD 83)
 MN0256_MARKER: DB = BENCH MARK DISK
 MN0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0256_STAMPING: H 50 1934
 MN0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0256+STABILITY: SURFACE MOTION
 MN0256
 MN0256  HISTORY     - Date     Condition        Report By
 MN0256  HISTORY     - 1934     MONUMENTED       CGS
 MN0256  HISTORY     - 1945     GOOD             NGS
 MN0256  HISTORY     - 20030724 MARK NOT FOUND   NGS
 MN0256
 MN0256                          STATION DESCRIPTION
 MN0256
 MN0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0256'AT MITCHELL.
 MN0256'AT MITCHELL, SCOTTS BLUFF COUNTY, ON THE CHICAGO, BURLINGTON AND
 MN0256'QUINCY RAILROAD, AT MILEAGE 40+85, NEAR THE WEST CITY LIMITS, 115.0
 MN0256'FEET NORTHWEST OF THE CENTER OF THE CROSSING OF BROADWAY, 57.0
 MN0256'FEET SOUTH OF THE SOUTH CORNER OF THE WATER TANK, 30.0 FEET NORTH
 MN0256'OF THE CENTER LINE OF BROADWAY, AND 22.0 FEET SOUTHWEST OF THE
 MN0256'SOUTH RAIL.  A STANDARD DISK, STAMPED H 50 1934 AND SET IN THE
 MN0256'TOP OF A CONCRETE POST.
 MN0256
 MN0256                          STATION RECOVERY (1945)
 MN0256
 MN0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 MN0256'RECOVERED IN GOOD CONDITION.
 MN0256
 MN0256                          STATION RECOVERY (2003)
 MN0256
 MN0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0285 ***********************************************************************
 MN0285  DESIGNATION -  H 54 RESET
 MN0285  PID         -  MN0285
 MN0285  STATE/COUNTY-  NE/BANNER
 MN0285  USGS QUAD   -  WILDCAT MOUNTAIN (1979)
 MN0285
 MN0285                         *CURRENT SURVEY CONTROL
 MN0285  ___________________________________________________________________
 MN0285* NAD 83(1986)-  41 38 26.     (N)    103 40 34.     (W)     SCALED    
 MN0285* NAVD 88     -      1286.67   (meters)    4221.3    (feet)  RESET     
 MN0285  ___________________________________________________________________
 MN0285  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 MN0285
 MN0285  VERT ORDER  -  THIRD
 MN0285
 MN0285.The horizontal coordinates were scaled from a topographic map and have
 MN0285.an estimated accuracy of +/- 6 seconds.
 MN0285
 MN0285.The orthometric height was computed from unverified reset data.
 MN0285
 MN0285.The geoid height was determined by GEOID03.
 MN0285
 MN0285;                    North         East    Units  Estimated Accuracy
 MN0285;SPC NE       -   207,160.      193,920.      MT  (+/- 180 meters Scaled)
 MN0285
 MN0285                          SUPERSEDED SURVEY CONTROL
 MN0285
 MN0285.No superseded survey control is available for this station.
 MN0285
 MN0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG102107(NAD 83)
 MN0285_MARKER: DV = VERTICAL CONTROL DISK
 MN0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0285_STAMPING: H 54 RESET 1971
 MN0285_MARK LOGO: NGS   
 MN0285_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0285+STABILITY: SURFACE MOTION
 MN0285
 MN0285  HISTORY     - Date     Condition        Report By
 MN0285  HISTORY     - 1971     MONUMENTED       NGS
 MN0285  HISTORY     - 19931006 POOR             NEDR
 MN0285
 MN0285                          STATION DESCRIPTION
 MN0285
 MN0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MN0285'13.8 MI S FROM GERING.
 MN0285'ABOUT 13.8 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE COURTHOUSE
 MN0285'IN GERING, IN THE NORTHWEST ANGLE OF A CROSSROAD, 133 FEET NORTH
 MN0285'OF THE CENTER OF AN EAST-WEST ROAD, 61 FEET WEST OF THE CENTER
 MN0285'WEST OF THE CENTER OF STATE HIGHWAY 71, 18 FEET EAST-NORTHEAST
 MN0285'OF THE NORTHEAST CORNER OF A FENCE AROUND THE BARRETT ELECTRIC
 MN0285'SUB-STATION, 2 FEET SOUTHWEST OF A CORNER FENCE POST, 1 FOOT
 MN0285'SOUTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST, AND SET
 MN0285'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 MN0285
 MN0285                          STATION RECOVERY (1993)
 MN0285
 MN0285'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1993 (HED)
 MN0285'RECOVERED IN POOR CONDITION.  THE MARK WAS USED TO ESTABLISH
 MN0285'ELEVATIONS ON STATE MARKS IN 1990.  THOSE ELEVATIONS WERE USED TO
 MN0285'RE-ESTABLISH A NEW 1993 ELEVATION.  THE MARK WAS THEN REPLACED WITH H
 MN0285'54 RESET, IN 1993, BECAUSE ROAD CONSTRUCTION WILL DESTROY H 54 RESET
 MN0285'IN 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0307 ***********************************************************************
 MN0307  DESIGNATION -  H 55 RESET
 MN0307  PID         -  MN0307
 MN0307  STATE/COUNTY-  NE/BANNER
 MN0307  USGS QUAD   -  INDIAN SPRINGS (1979)
 MN0307
 MN0307                         *CURRENT SURVEY CONTROL
 MN0307  ___________________________________________________________________
 MN0307* NAD 83(1986)-  41 35 01.     (N)    103 31 17.     (W)     SCALED    
 MN0307* NAVD 88     -      1301.04   (meters)    4268.5    (feet)  RESET     
 MN0307  ___________________________________________________________________
 MN0307  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 MN0307
 MN0307  VERT ORDER  -  THIRD
 MN0307
 MN0307.The horizontal coordinates were scaled from a topographic map and have
 MN0307.an estimated accuracy of +/- 6 seconds.
 MN0307
 MN0307.The orthometric height was computed from unverified reset data.
 MN0307
 MN0307.The geoid height was determined by GEOID03.
 MN0307
 MN0307;                    North         East    Units  Estimated Accuracy
 MN0307;SPC NE       -   200,300.      206,540.      MT  (+/- 180 meters Scaled)
 MN0307
 MN0307                          SUPERSEDED SURVEY CONTROL
 MN0307
 MN0307  NGVD 29 (??/??/??) 1300.37   (m)         4266.3    (f) RESET       3  
 MN0307
 MN0307.Superseded values are not recommended for survey control.
 MN0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0307.See file dsdata.txt to determine how the superseded data were derived.
 MN0307
 MN0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG232046(NAD 83)
 MN0307_MARKER: DB = BENCH MARK DISK
 MN0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0307_STAMPING: H 55 RESET 1966
 MN0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0307+STABILITY: SURFACE MOTION
 MN0307
 MN0307  HISTORY     - Date     Condition        Report By
 MN0307  HISTORY     - 1966     MONUMENTED       CGS
 MN0307
 MN0307                          STATION DESCRIPTION
 MN0307
 MN0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MN0307'12.9 MI W FROM REDINGTON.
 MN0307'ABOUT 12.9 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0307'AT REDINGTON, 85 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 88,
 MN0307'61.5 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD,
 MN0307'4 FEET EAST OF A GATE POST, 1.5 FEET EAST OF A METAL WITNESS
 MN0307'POST, 1 FOOT NORTH OF A FENCE, AND IS A STANDARD DISK SET IN THE
 MN0307'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0756 ***********************************************************************
 ML0756  DESIGNATION -  H 56 RESET
 ML0756  PID         -  ML0756
 ML0756  STATE/COUNTY-  NE/CUSTER
 ML0756  USGS QUAD   -  MERNA (1978)
 ML0756
 ML0756                         *CURRENT SURVEY CONTROL
 ML0756  ___________________________________________________________________
 ML0756* NAD 83(1986)-  41 28 52.     (N)    099 47 55.     (W)     SCALED    
 ML0756* NAVD 88     -       804.68   (+/-2cm)    2640.0    (feet)  VERTCON   
 ML0756  ___________________________________________________________________
 ML0756  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 ML0756
 ML0756  VERT ORDER  -  THIRD (See Below)
 ML0756
 ML0756.The horizontal coordinates were scaled from a topographic map and have
 ML0756.an estimated accuracy of +/- 6 seconds.
 ML0756
 ML0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0756.The vertical order pertains to the NGVD 29 superseded value.
 ML0756
 ML0756.The geoid height was determined by GEOID03.
 ML0756
 ML0756;                    North         East    Units  Estimated Accuracy
 ML0756;SPC NE       -   182,960.      516,810.      MT  (+/- 180 meters Scaled)
 ML0756
 ML0756                          SUPERSEDED SURVEY CONTROL
 ML0756
 ML0756  NGVD 29 (??/??/??)  804.40   (m)         2639.1    (f) RESET       3  
 ML0756
 ML0756.Superseded values are not recommended for survey control.
 ML0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0756.See file dsdata.txt to determine how the superseded data were derived.
 ML0756
 ML0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML333924(NAD 83)
 ML0756_MARKER: DB = BENCH MARK DISK
 ML0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0756_STAMPING: H 56 RESET 1958
 ML0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0756+STABILITY: SURFACE MOTION
 ML0756
 ML0756  HISTORY     - Date     Condition        Report By
 ML0756  HISTORY     - 1958     MONUMENTED       NEDR
 ML0756
 ML0756                          STATION DESCRIPTION
 ML0756
 ML0756'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 ML0756'2.1 MI W FROM MERNA.
 ML0756'2.1 MILES WEST ALONG STATE HIGHWAYS 80 AND 92 FROM THE POST
 ML0756'OFFICE AT MERNA, CUSTER COUNTY, 60 FEET SOUTH OF THE CENTERLINE
 ML0756'OF THE HIGHWAY, 1030 FEET WEST OF A CONCRETE BOX CULVERT, AND
 ML0756'SOUTH OF A DRIVEWAY ON THE NORTH SIDE OF THE HIGHWAY.  A STANDARD
 ML0756'DISK, STAMPED H 56 RESET 1958 AND SET ON THE TOP OF A CONCRETE
 ML0756'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0385 ***********************************************************************
 NP0385  DESIGNATION -  H 57
 NP0385  PID         -  NP0385
 NP0385  STATE/COUNTY-  NE/BOX BUTTE
 NP0385  USGS QUAD   -  MARSLAND SE (1983)
 NP0385
 NP0385                         *CURRENT SURVEY CONTROL
 NP0385  ___________________________________________________________________
 NP0385* NAD 83(1986)-  42 19 22.     (N)    103 19 32.     (W)     SCALED    
 NP0385* NAVD 88     -      1374.518  (meters)    4509.56   (feet)  POSTED    
 NP0385  ___________________________________________________________________
 NP0385  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 NP0385  DYNAMIC HT  -        1373.670 (meters)    4506.78  (feet)  COMP
 NP0385  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 NP0385
 NP0385  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0385
 NP0385.The horizontal coordinates were scaled from a topographic map and have
 NP0385.an estimated accuracy of +/- 6 seconds.
 NP0385
 NP0385.The orthometric height was determined by differential leveling
 NP0385.and adjusted by the National Geodetic Survey in 1992..
 NP0385.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0385.rate of 1.1 thru 2.0 mm/km.
 NP0385
 NP0385.The geoid height was determined by GEOID03.
 NP0385
 NP0385.The dynamic height is computed by dividing the NAVD 88
 NP0385.geopotential number by the normal gravity value computed on the
 NP0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0385.degrees latitude (g = 980.6199 gals.).
 NP0385
 NP0385.The modeled gravity was interpolated from observed gravity values.
 NP0385
 NP0385;                    North         East    Units  Estimated Accuracy
 NP0385;SPC NE       -   281,670.      226,010.      MT  (+/- 180 meters Scaled)
 NP0385
 NP0385                          SUPERSEDED SURVEY CONTROL
 NP0385
 NP0385  NGVD 29 (??/??/92) 1373.827  (m)         4507.30   (f) ADJ UNCH    2 0
 NP0385
 NP0385.Superseded values are not recommended for survey control.
 NP0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0385.See file dsdata.txt to determine how the superseded data were derived.
 NP0385
 NP0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG379869(NAD 83)
 NP0385_MARKER: DB = BENCH MARK DISK
 NP0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0385_STAMPING: H 57 1934
 NP0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0385+STABILITY: SURFACE MOTION
 NP0385
 NP0385  HISTORY     - Date     Condition        Report By
 NP0385  HISTORY     - 1934     MONUMENTED       CGS
 NP0385  HISTORY     - 1956     GOOD             NGS
 NP0385  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0385
 NP0385                          STATION DESCRIPTION
 NP0385
 NP0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0385'12.9 MI W FROM HEMINGFORD.
 NP0385'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0385'OFFICE AT HEMINGFORD, THENCE 0.9 MILE WEST ALONG STATE HIGHWAY 87,
 NP0385'0.4 MILE NORTHWEST OF A FARMHOUSE, 32 FEET SOUTH OF THE CENTER
 NP0385'LINE OF THE HIGHWAY, 9 FEET NORTH OF A FENCE, 1.2 FEET WEST OF A
 NP0385'WITNESS POST, 150 FEET EAST OF THE TOP OF A HILL, SET IN THE
 NP0385'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 NP0385'IN THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 27 NORTH, RANGE
 NP0385'51 WEST.
 NP0385
 NP0385                          STATION RECOVERY (1981)
 NP0385
 NP0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0412 ***********************************************************************
 NP0412  CBN         -  This is a Cooperative Base Network Control Station.
 NP0412  DESIGNATION -  H 58
 NP0412  PID         -  NP0412
 NP0412  STATE/COUNTY-  NE/SIOUX
 NP0412  USGS QUAD   -  AGATE (1979)
 NP0412
 NP0412                         *CURRENT SURVEY CONTROL
 NP0412  ___________________________________________________________________
 NP0412* NAD 83(1995)-  42 22 53.13108(N)    103 46 40.75502(W)     ADJUSTED  
 NP0412* NAVD 88     -      1426.369  (meters)    4679.68   (feet)  POSTED    
 NP0412  ___________________________________________________________________
 NP0412  X           -  -1,124,018.139 (meters)                     COMP
 NP0412  Y           -  -4,583,783.662 (meters)                     COMP
 NP0412  Z           -   4,277,944.238 (meters)                     COMP
 NP0412  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 NP0412  ELLIP HEIGHT-        1409.00  (meters)          (09/24/01) GPS OBS
 NP0412  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 NP0412  DYNAMIC HT  -        1425.470 (meters)    4676.73  (feet)  COMP
 NP0412  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 NP0412
 NP0412  HORZ ORDER  -  B
 NP0412  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0412  ELLP ORDER  -  FOURTH    CLASS I
 NP0412
 NP0412.The horizontal coordinates were established by GPS observations
 NP0412.and adjusted by the National Geodetic Survey in June 1996..
 NP0412
 NP0412.The orthometric height was determined by differential leveling
 NP0412.and adjusted by the National Geodetic Survey in 1992..
 NP0412.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0412.rate of 1.1 thru 2.0 mm/km.
 NP0412
 NP0412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0412
 NP0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0412
 NP0412.The ellipsoidal height was determined by GPS observations
 NP0412.and is referenced to NAD 83.
 NP0412
 NP0412.The geoid height was determined by GEOID03.
 NP0412
 NP0412.The dynamic height is computed by dividing the NAVD 88
 NP0412.geopotential number by the normal gravity value computed on the
 NP0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0412.degrees latitude (g = 980.6199 gals.).
 NP0412
 NP0412.The modeled gravity was interpolated from observed gravity values.
 NP0412
 NP0412;                    North         East     Units Scale Factor Converg.
 NP0412;SPC NE       -   289,709.403   189,035.926   MT  0.99977542   -2 30 13.2
 NP0412;UTM  13      - 4,692,850.035   600,598.250   MT  0.99972451   +0 49 25.6
 NP0412
 NP0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0412!SPC NE       -   0.99977907  x   0.99977542  =   0.99955454
 NP0412!UTM  13      -   0.99977907  x   0.99972451  =   0.99950364
 NP0412
 NP0412                          SUPERSEDED SURVEY CONTROL
 NP0412
 NP0412  ELLIP H (06/25/96) 1409.05   (m)                       GP(       ) 1 1
 NP0412  NAVD 88 (06/25/96) 1426.37   (m)         4679.7    (f) LEVELING    3  
 NP0412  NGVD 29 (??/??/92) 1425.612  (m)         4677.20   (f) ADJ UNCH    2 0
 NP0412
 NP0412.Superseded values are not recommended for survey control.
 NP0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0412.See file dsdata.txt to determine how the superseded data were derived.
 NP0412
 NP0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG0059892850(NAD 83)
 NP0412_MARKER: DB = BENCH MARK DISK
 NP0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0412_STAMPING: H 58 1934
 NP0412_MARK LOGO: CGS   
 NP0412_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0412+STABILITY: SURFACE MOTION
 NP0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0412+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1995
 NP0412
 NP0412  HISTORY     - Date     Condition        Report By
 NP0412  HISTORY     - 1934     MONUMENTED       CGS
 NP0412  HISTORY     - 1974     GOOD             USGS
 NP0412  HISTORY     - 19950502 GOOD             NGS
 NP0412
 NP0412                          STATION DESCRIPTION
 NP0412
 NP0412'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0412'31.5 MI N FROM MITCHELL.
 NP0412'31.5 MI. NORTH ALONG HWY. 29 FROM THE HIGH SCHOOL AT MITCHELL, 3.1
 NP0412'MI. SOUTH ALONG HWY. FROM AGATE, ABOUT 170 FEET WEST OF THE HWY.,
 NP0412'ABOUT 40 FEET WEST OF THE OLD ROAD AND 1 FOOT EAST OF THE ROW
 NP0412'FENCE.  A STANDARD DISK, STAMPED H 58 1934 AND SET IN THE TOP OF A
 NP0412'CONCRETE POST.
 NP0412
 NP0412                          STATION RECOVERY (1995)
 NP0412
 NP0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0412'LOCATED ABOUT 25.0 MI (40.2 KM) SOUTH OF HARRISON, 3.0 MI (4.8 KM)
 NP0412'SOUTH OF THE NIOBRARA RIVER, ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY
 NP0412'29 AND IN THE SE1/4, SEC19, T28N, R55W.  TO REACH THE MARK FROM THE
 NP0412'ENTRANCE ROAD, NAMED RIVER ROAD, TO THE AGATE FOSSIL BEDS NATIONAL
 NP0412'MONUMENT, ABOUT 22 MI (35.4 KM) SOUTH OF HARRISON, GO SOUTH ON STATE
 NP0412'HIGHWAY 29 FOR 0.1 MI (0.2 KM) TO A BRIDGE OVER THE NIOBRARA RIVER.
 NP0412'CONTINUE SOUTH FOR 3.1 MI (5.0 KM) TO THE MARK ON THE RIGHT, ABOUT 0.3
 NP0412'MI (0.5 KM) SOUTH OF THE SOUTH END OF A CURVE IN THE HIGHWAY.  THE
 NP0412'DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 NP0412'ABOUT 0.4 FT (12.2 CM) ABOVE THE GROUND.  IT IS 142.0 FT (43.3 M) WEST
 NP0412'OF THE CENTERLINE OF THE HIGHWAY, 40.9 FT (12.5 M) SOUTH-SOUTHWEST OF
 NP0412'A CONCRETE RIGHT-OF-WAY MARKER, 2.9 FT (0.9 M) NORTH OF A FIBERGLASS
 NP0412'WITNESS POST AND 1.0 FT (0.3 M) EAST FROM A FENCE AND A METAL WITNESS
 NP0412'POST.  A LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0099 ***********************************************************************
 MN0099  DESIGNATION -  H 59
 MN0099  PID         -  MN0099
 MN0099  STATE/COUNTY-  NE/CHEYENNE
 MN0099  USGS QUAD   -  LODGEPOLE (1972)
 MN0099
 MN0099                         *CURRENT SURVEY CONTROL
 MN0099  ___________________________________________________________________
 MN0099* NAD 83(1986)-  41 08 57.     (N)    102 38 26.     (W)     SCALED    
 MN0099* NAVD 88     -      1167.820  (meters)    3831.42   (feet)  ADJUSTED  
 MN0099  ___________________________________________________________________
 MN0099  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 MN0099  DYNAMIC HT  -        1167.038 (meters)    3828.86  (feet)  COMP
 MN0099  MODELED GRAV-     979,913.5   (mgal)                       NAVD 88
 MN0099
 MN0099  VERT ORDER  -  SECOND    CLASS 0
 MN0099
 MN0099.The horizontal coordinates were scaled from a topographic map and have
 MN0099.an estimated accuracy of +/- 6 seconds.
 MN0099
 MN0099.The orthometric height was determined by differential leveling
 MN0099.and adjusted by the National Geodetic Survey in June 1991..
 MN0099
 MN0099.The geoid height was determined by GEOID03.
 MN0099
 MN0099.The dynamic height is computed by dividing the NAVD 88
 MN0099.geopotential number by the normal gravity value computed on the
 MN0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0099.degrees latitude (g = 980.6199 gals.).
 MN0099
 MN0099.The modeled gravity was interpolated from observed gravity values.
 MN0099
 MN0099;                    North         East    Units  Estimated Accuracy
 MN0099;SPC NE       -   149,480.      278,440.      MT  (+/- 180 meters Scaled)
 MN0099
 MN0099                          SUPERSEDED SURVEY CONTROL
 MN0099
 MN0099  NGVD 29 (??/??/92) 1167.293  (m)         3829.69   (f) ADJ UNCH    2 0
 MN0099
 MN0099.Superseded values are not recommended for survey control.
 MN0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0099.See file dsdata.txt to determine how the superseded data were derived.
 MN0099
 MN0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF979580(NAD 83)
 MN0099_MARKER: DB = BENCH MARK DISK
 MN0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0099_STAMPING: H 59 1934
 MN0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0099+STABILITY: SURFACE MOTION
 MN0099
 MN0099  HISTORY     - Date     Condition        Report By
 MN0099  HISTORY     - 1934     MONUMENTED       CGS
 MN0099  HISTORY     - 1947     GOOD             NGS
 MN0099
 MN0099                          STATION DESCRIPTION
 MN0099
 MN0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0099'AT LODGE POLE.
 MN0099'AT LODGE POLE, CHEYENNE COUNTY, ON THE UNION PACIFIC RAILROAD,
 MN0099'AT A PARK SOUTHWEST OF THE STATION, 118 FEET SOUTHEAST OF SIGNAL
 MN0099'TOWER 3899, 108 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MN0099'TOOLHOUSE, AND 75 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 MN0099'DOUBLE TRACK.  A STANDARD DISK, STAMPED H 59 1934 AND SET IN THE
 MN0099'TOP OF A CONCRETE POST.  NOTE-- THE SIGNAL TOWER HAS BEEN MOVED
 MN0099'300 FEET EAST OF ITS OLD LOCATION.
 MN0099
 MN0099                          STATION RECOVERY (1947)
 MN0099
 MN0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MN0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0112 ***********************************************************************
 NO0112  DESIGNATION -  H 63
 NO0112  PID         -  NO0112
 NO0112  STATE/COUNTY-  NE/THOMAS
 NO0112  USGS QUAD   -  SENECA (1987)
 NO0112
 NO0112                         *CURRENT SURVEY CONTROL
 NO0112  ___________________________________________________________________
 NO0112* NAD 83(1986)-  42 01 50.     (N)    100 45 18.     (W)     SCALED    
 NO0112* NAVD 88     -       894.520  (meters)    2934.77   (feet)  ADJUSTED  
 NO0112  ___________________________________________________________________
 NO0112  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 NO0112  DYNAMIC HT  -         894.053 (meters)    2933.24  (feet)  COMP
 NO0112  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 NO0112
 NO0112  VERT ORDER  -  SECOND    CLASS 0
 NO0112
 NO0112.The horizontal coordinates were scaled from a topographic map and have
 NO0112.an estimated accuracy of +/- 6 seconds.
 NO0112
 NO0112.The orthometric height was determined by differential leveling
 NO0112.and adjusted by the National Geodetic Survey in June 1991..
 NO0112
 NO0112.The geoid height was determined by GEOID03.
 NO0112
 NO0112.The dynamic height is computed by dividing the NAVD 88
 NO0112.geopotential number by the normal gravity value computed on the
 NO0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0112.degrees latitude (g = 980.6199 gals.).
 NO0112
 NO0112.The modeled gravity was interpolated from observed gravity values.
 NO0112
 NO0112;                    North         East    Units  Estimated Accuracy
 NO0112;SPC NE       -   244,220.      437,500.      MT  (+/- 180 meters Scaled)
 NO0112
 NO0112                          SUPERSEDED SURVEY CONTROL
 NO0112
 NO0112  NGVD 29 (??/??/92)  894.189  (m)         2933.69   (f) ADJ UNCH    2 0
 NO0112
 NO0112.Superseded values are not recommended for survey control.
 NO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0112.See file dsdata.txt to determine how the superseded data were derived.
 NO0112
 NO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM547546(NAD 83)
 NO0112_MARKER: DB = BENCH MARK DISK
 NO0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0112_STAMPING: H 63 1934
 NO0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0112+STABILITY: SURFACE MOTION
 NO0112
 NO0112  HISTORY     - Date     Condition        Report By
 NO0112  HISTORY     - 1934     MONUMENTED       CGS
 NO0112
 NO0112                          STATION DESCRIPTION
 NO0112
 NO0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0112'4.2 MI E FROM SENECA.
 NO0112'4.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0112'FROM THE STATION AT SENECA, THOMAS COUNTY, 62 RAILS WEST OF
 NO0112'MILEPOST 253, AT THE TOP OF A SMALL KNOLL, 38.5 FEET NORTH OF
 NO0112'THE NORTH RAIL, AND 4.0 FEET NORTH OF A POLE.  A STANDARD DISK,
 NO0112'STAMPED H 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0014 ***********************************************************************
 MM0014  DESIGNATION -  H 64
 MM0014  PID         -  MM0014
 MM0014  STATE/COUNTY-  NE/BLAINE
 MM0014  USGS QUAD   -  DUNNING (1986)
 MM0014
 MM0014                         *CURRENT SURVEY CONTROL
 MM0014  ___________________________________________________________________
 MM0014* NAD 83(1986)-  41 49 34.     (N)    100 06 05.     (W)     SCALED    
 MM0014* NAVD 88     -       800.972  (meters)    2627.86   (feet)  ADJUSTED  
 MM0014  ___________________________________________________________________
 MM0014  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 MM0014  DYNAMIC HT  -         800.558 (meters)    2626.50  (feet)  COMP
 MM0014  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 MM0014
 MM0014  VERT ORDER  -  SECOND    CLASS 0
 MM0014
 MM0014.The horizontal coordinates were scaled from a topographic map and have
 MM0014.an estimated accuracy of +/- 6 seconds.
 MM0014
 MM0014.The orthometric height was determined by differential leveling
 MM0014.and adjusted by the National Geodetic Survey in June 1991..
 MM0014
 MM0014.The geoid height was determined by GEOID03.
 MM0014
 MM0014.The dynamic height is computed by dividing the NAVD 88
 MM0014.geopotential number by the normal gravity value computed on the
 MM0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0014.degrees latitude (g = 980.6199 gals.).
 MM0014
 MM0014.The modeled gravity was interpolated from observed gravity values.
 MM0014
 MM0014;                    North         East    Units  Estimated Accuracy
 MM0014;SPC NE       -   221,260.      491,580.      MT  (+/- 180 meters Scaled)
 MM0014
 MM0014                          SUPERSEDED SURVEY CONTROL
 MM0014
 MM0014  NGVD 29 (??/??/92)  800.678  (m)         2626.89   (f) ADJ UNCH    2 0
 MM0014
 MM0014.Superseded values are not recommended for survey control.
 MM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0014.See file dsdata.txt to determine how the superseded data were derived.
 MM0014
 MM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM085310(NAD 83)
 MM0014_MARKER: DB = BENCH MARK DISK
 MM0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0014_STAMPING: H 64 1934
 MM0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0014+STABILITY: SURFACE MOTION
 MM0014
 MM0014  HISTORY     - Date     Condition        Report By
 MM0014  HISTORY     - 1934     MONUMENTED       CGS
 MM0014  HISTORY     - 1939     GOOD             NGS
 MM0014  HISTORY     - 19850808 MARK NOT FOUND   USPSQD
 MM0014
 MM0014                          STATION DESCRIPTION
 MM0014
 MM0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 MM0014'AT DUNNING.
 MM0014'AT DUNNING, BLAINE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MM0014'RAILROAD, AT MILEPOST 215, 115 FEET NORTHWEST OF A SWITCH STAND,
 MM0014'AT THE CROSSING OF STATE HIGHWAY 2, 53 FEET EAST OF THE CENTERLINE
 MM0014'OF THE HIGHWAY, 31.1 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 MM0014'TRACK, AND 31.3 FEET NORTHEAST OF A CROSSING SIGN.  A STANDARD
 MM0014'DISK, STAMPED H 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0014
 MM0014                          STATION RECOVERY (1985)
 MM0014
 MM0014'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0461 ***********************************************************************
 NN0461  DESIGNATION -  H 67
 NN0461  PID         -  NN0461
 NN0461  STATE/COUNTY-  NE/BROWN
 NN0461  USGS QUAD   -  GOLDMAN LAKE SE (1982)
 NN0461
 NN0461                         *CURRENT SURVEY CONTROL
 NN0461  ___________________________________________________________________
 NN0461* NAD 83(1986)-  42 06 23.     (N)    099 51 55.     (W)     SCALED    
 NN0461* NAVD 88     -       787.725  (meters)    2584.39   (feet)  ADJUSTED  
 NN0461  ___________________________________________________________________
 NN0461  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 NN0461  DYNAMIC HT  -         787.352 (meters)    2583.17  (feet)  COMP
 NN0461  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 NN0461
 NN0461  VERT ORDER  -  SECOND    CLASS 0
 NN0461
 NN0461.The horizontal coordinates were scaled from a topographic map and have
 NN0461.an estimated accuracy of +/- 6 seconds.
 NN0461
 NN0461.The orthometric height was determined by differential leveling
 NN0461.and adjusted by the National Geodetic Survey in June 1991..
 NN0461
 NN0461.The geoid height was determined by GEOID03.
 NN0461
 NN0461.The dynamic height is computed by dividing the NAVD 88
 NN0461.geopotential number by the normal gravity value computed on the
 NN0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0461.degrees latitude (g = 980.6199 gals.).
 NN0461
 NN0461.The modeled gravity was interpolated from observed gravity values.
 NN0461
 NN0461;                    North         East    Units  Estimated Accuracy
 NN0461;SPC NE       -   252,380.      511,140.      MT  (+/- 180 meters Scaled)
 NN0461
 NN0461                          SUPERSEDED SURVEY CONTROL
 NN0461
 NN0461  NGVD 29 (??/??/92)  787.427  (m)         2583.42   (f) ADJ UNCH    2 0
 NN0461
 NN0461.Superseded values are not recommended for survey control.
 NN0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0461.See file dsdata.txt to determine how the superseded data were derived.
 NN0461
 NN0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM284619(NAD 83)
 NN0461_MARKER: DB = BENCH MARK DISK
 NN0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0461_STAMPING: H 67 1935
 NN0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0461+STABILITY: SURFACE MOTION
 NN0461
 NN0461  HISTORY     - Date     Condition        Report By
 NN0461  HISTORY     - 1935     MONUMENTED       CGS
 NN0461  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0461
 NN0461                          STATION DESCRIPTION
 NN0461
 NN0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0461'13.2 MI N FROM BREWSTER.
 NN0461'IN BROWN COUNTY, ABOUT 13.2 MILES NORTH ALONG STATE HIGHWAY 7
 NN0461'FROM THE COUNTY COURTHOUSE AT BREWSTER, BLAINE COUNTY, ABOUT
 NN0461'0.4 MILE NORTH OF THE G. JOCHEM FARMHOUSE, 18 FEET EAST OF THE
 NN0461'CENTER LINE OF THE HIGHWAY, 6.5 FEET EAST OF THE RIGHT-OF-WAY
 NN0461'FENCE, AND 4 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED
 NN0461'H 67 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0461
 NN0461                          STATION RECOVERY (1975)
 NN0461
 NN0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0100 ***********************************************************************
 MM0100  DESIGNATION -  H 7
 MM0100  PID         -  MM0100
 MM0100  STATE/COUNTY-  NE/LINCOLN
 MM0100  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0100
 MM0100                         *CURRENT SURVEY CONTROL
 MM0100  ___________________________________________________________________
 MM0100* NAD 83(1986)-  41 08 20.     (N)    100 43 42.     (W)     SCALED    
 MM0100* NAVD 88     -       852.297  (meters)    2796.24   (feet)  ADJUSTED  
 MM0100  ___________________________________________________________________
 MM0100  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 MM0100  DYNAMIC HT  -         851.802 (meters)    2794.62  (feet)  COMP
 MM0100  MODELED GRAV-     980,013.9   (mgal)                       NAVD 88
 MM0100
 MM0100  VERT ORDER  -  FIRST     CLASS II
 MM0100
 MM0100.The horizontal coordinates were scaled from a topographic map and have
 MM0100.an estimated accuracy of +/- 6 seconds.
 MM0100
 MM0100.The orthometric height was determined by differential leveling
 MM0100.and adjusted by the National Geodetic Survey in June 1994..
 MM0100
 MM0100.The geoid height was determined by GEOID03.
 MM0100
 MM0100.The dynamic height is computed by dividing the NAVD 88
 MM0100.geopotential number by the normal gravity value computed on the
 MM0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0100.degrees latitude (g = 980.6199 gals.).
 MM0100
 MM0100.The modeled gravity was interpolated from observed gravity values.
 MM0100
 MM0100;                    North         East    Units  Estimated Accuracy
 MM0100;SPC NE       -   145,210.      438,870.      MT  (+/- 180 meters Scaled)
 MM0100
 MM0100                          SUPERSEDED SURVEY CONTROL
 MM0100
 MM0100  NAVD 88 (06/15/91)  852.291  (m)         2796.22   (f) UNKNOWN     1 2
 MM0100  NGVD 29 (??/??/92)  851.948  (m)         2795.10   (f) ADJ UNCH    1 2
 MM0100
 MM0100.Superseded values are not recommended for survey control.
 MM0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0100.See file dsdata.txt to determine how the superseded data were derived.
 MM0100
 MM0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL549556(NAD 83)
 MM0100_MARKER: DB = BENCH MARK DISK
 MM0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MM0100_SP_SET: BRIDGE
 MM0100_STAMPING: H-7 1933
 MM0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0100
 MM0100  HISTORY     - Date     Condition        Report By
 MM0100  HISTORY     - 1933     MONUMENTED       CGS
 MM0100
 MM0100                          STATION DESCRIPTION
 MM0100
 MM0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0100'1.5 MI E FROM NORTH PLATTE.
 MM0100'1.5 MILES EAST OF NORTH PLATTE BY RAIL THE R/W OF THE UNION
 MM0100'PACIFIC RAILROAD 22 POLES WEST OF MILEPOST 282, IN THE SOUTH
 MM0100'END OF THE WEST CONCRETE ABUTMENT OF A 40 SPAN PLATE DECK GIRDER
 MM0100'BRIDGE ACROSS THE NROTH PLATTE RIVER, 7.5 FT SOUTH OF THE SOUTH
 MM0100'RAIL OF THE SOUTH MAINLINE, 21.5 FT SOUTH OF THE SOUTH RAIL OF
 MM0100'THE NORTH MAINLINE.  TABLET IS STAMPED H-7, 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0101 ***********************************************************************
 MM0101  DESIGNATION -  H 7 RESET
 MM0101  PID         -  MM0101
 MM0101  STATE/COUNTY-  NE/LINCOLN
 MM0101  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0101
 MM0101                         *CURRENT SURVEY CONTROL
 MM0101  ___________________________________________________________________
 MM0101* NAD 83(1986)-  41 08 24.     (N)    100 43 31.     (W)     SCALED    
 MM0101* NAVD 88     -       852.92   (meters)    2798.3    (feet)  RESET     
 MM0101  ___________________________________________________________________
 MM0101  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 MM0101
 MM0101  VERT ORDER  -  THIRD
 MM0101
 MM0101.The horizontal coordinates were scaled from a topographic map and have
 MM0101.an estimated accuracy of +/- 6 seconds.
 MM0101
 MM0101.The orthometric height was computed from unverified reset data.
 MM0101
 MM0101.The geoid height was determined by GEOID03.
 MM0101
 MM0101;                    North         East    Units  Estimated Accuracy
 MM0101;SPC NE       -   145,330.      439,130.      MT  (+/- 180 meters Scaled)
 MM0101
 MM0101                          SUPERSEDED SURVEY CONTROL
 MM0101
 MM0101.No superseded survey control is available for this station.
 MM0101
 MM0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL552557(NAD 83)
 MM0101_MARKER: DB = BENCH MARK DISK
 MM0101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MM0101_SP_SET: SMALL BRIDGE ABUTMENT
 MM0101_STAMPING: H 7 RESET 1961
 MM0101_MARK LOGO: CGS   
 MM0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0101+STABILITY: SURFACE MOTION
 MM0101
 MM0101  HISTORY     - Date     Condition        Report By
 MM0101  HISTORY     - 1961     MONUMENTED       CGS
 MM0101  HISTORY     - 1986     POOR             NGS
 MM0101
 MM0101                          STATION DESCRIPTION
 MM0101
 MM0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MM0101'1.7 MI E FROM NORTH PLATTE.
 MM0101'THIS MARK IS LOCATED ABOUT 1.7 MILES EAST ALONG THE UNION PACIFIC
 MM0101'RAILROAD FROM NORTH PLATTE, AT THE DECK GIRDER BRIDGE OVER NORTH
 MM0101'PLATTE RIVER IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 MM0101'ABUTMENT, AND 8.4 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 MM0101'MAIN TRACK.
 MM0101
 MM0101                          STATION RECOVERY (1986)
 MM0101
 MM0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0101'RECOVERED IN POOR CONDITION.  WILL NOT BE LEVELED TO DURING THIS
 MM0101'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0008 ***********************************************************************
 ML0008  DESIGNATION -  H 70 RESET
 ML0008  PID         -  ML0008
 ML0008  STATE/COUNTY-  NE/ANTELOPE
 ML0008  USGS QUAD   -  ELGIN NW (1985)
 ML0008
 ML0008                         *CURRENT SURVEY CONTROL
 ML0008  ___________________________________________________________________
 ML0008* NAD 83(1986)-  41 59 14.     (N)    098 14 20.     (W)     SCALED    
 ML0008* NAVD 88     -       607.81   (meters)    1994.1    (feet)  RESET     
 ML0008  ___________________________________________________________________
 ML0008  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 ML0008
 ML0008  VERT ORDER  -  THIRD
 ML0008
 ML0008.The horizontal coordinates were scaled from a topographic map and have
 ML0008.an estimated accuracy of +/- 6 seconds.
 ML0008
 ML0008.The orthometric height was computed from unverified reset data.
 ML0008
 ML0008.The geoid height was determined by GEOID03.
 ML0008
 ML0008;                    North         East    Units  Estimated Accuracy
 ML0008;SPC NE       -   240,630.      645,880.      MT  (+/- 180 meters Scaled)
 ML0008
 ML0008                          SUPERSEDED SURVEY CONTROL
 ML0008
 ML0008.No superseded survey control is available for this station.
 ML0008
 ML0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM630486(NAD 83)
 ML0008_MARKER: DB = BENCH MARK DISK
 ML0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0008_STAMPING: H 70 1935 RESET 1961
 ML0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0008+STABILITY: SURFACE MOTION
 ML0008
 ML0008  HISTORY     - Date     Condition        Report By
 ML0008  HISTORY     - 1961     MONUMENTED       CGS
 ML0008
 ML0008                          STATION DESCRIPTION
 ML0008
 ML0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ML0008'7.7 MI W FROM ELGIN.
 ML0008'7.7 MILES WEST ALONG STATE HIGHWAY NO. 70 FROM THE POST OFFICE
 ML0008'AT ELGIN, 2.1 MILES EAST OF THE PARK CENTER RURAL SCHOOL, 70 FEET
 ML0008'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 63 FEET WEST OF THE
 ML0008'CENTERLINE OF A CROSS ROAD, 23 FEET WEST OF THE RIGHT-OF-WAY
 ML0008'CORNER FENCE POST, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0603 ***********************************************************************
 ML0603  DESIGNATION -  H 71
 ML0603  PID         -  ML0603
 ML0603  STATE/COUNTY-  NE/GARFIELD
 ML0603  USGS QUAD   -  BURWELL SE (1978)
 ML0603
 ML0603                         *CURRENT SURVEY CONTROL
 ML0603  ___________________________________________________________________
 ML0603* NAD 83(1986)-  41 46 24.     (N)    099 01 44.     (W)     SCALED    
 ML0603* NAVD 88     -       711.349  (meters)    2333.82   (feet)  ADJUSTED  
 ML0603  ___________________________________________________________________
 ML0603  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 ML0603  DYNAMIC HT  -         711.003 (meters)    2332.68  (feet)  COMP
 ML0603  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 ML0603
 ML0603  VERT ORDER  -  SECOND    CLASS 0
 ML0603
 ML0603.The horizontal coordinates were scaled from a topographic map and have
 ML0603.an estimated accuracy of +/- 6 seconds.
 ML0603
 ML0603.The orthometric height was determined by differential leveling
 ML0603.and adjusted by the National Geodetic Survey in June 1991..
 ML0603
 ML0603.The geoid height was determined by GEOID03.
 ML0603
 ML0603.The dynamic height is computed by dividing the NAVD 88
 ML0603.geopotential number by the normal gravity value computed on the
 ML0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0603.degrees latitude (g = 980.6199 gals.).
 ML0603
 ML0603.The modeled gravity was interpolated from observed gravity values.
 ML0603
 ML0603;                    North         East    Units  Estimated Accuracy
 ML0603;SPC NE       -   215,840.      580,710.      MT  (+/- 180 meters Scaled)
 ML0603
 ML0603                          SUPERSEDED SURVEY CONTROL
 ML0603
 ML0603  NGVD 29 (??/??/92)  711.085  (m)         2332.95   (f) ADJ UNCH    2 0
 ML0603
 ML0603.Superseded values are not recommended for survey control.
 ML0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0603.See file dsdata.txt to determine how the superseded data were derived.
 ML0603
 ML0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM975246(NAD 83)
 ML0603_MARKER: DB = BENCH MARK DISK
 ML0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0603_STAMPING: H-71 1935
 ML0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0603+STABILITY: SURFACE MOTION
 ML0603
 ML0603  HISTORY     - Date     Condition        Report By
 ML0603  HISTORY     - 1935     MONUMENTED       CGS
 ML0603  HISTORY     - 1938     GOOD             NGS
 ML0603
 ML0603                          STATION DESCRIPTION
 ML0603
 ML0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0603'5.8 MI E FROM BURWELL.
 ML0603'5.8 MILES EAST OF THE COURTHOUSE AT BURWELL, ALONG STATE HIGHWAY
 ML0603'NO. 53 BETWEEN BURWELL AND BARTLETT, 0.1 OF A MILE EAST OF THE
 ML0603'EAST END OF A S CURVE IN THE HIGHWAY, BETWEEN A GROUP OF HILLS,
 ML0603'66 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 12 FEET EATS OF A
 ML0603'NORTH-SOUTH FENCE LINE EXTENDED TO THE SOUTH.  A STANDARD DISK
 ML0603'SET HORIZONTAL IN A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0873 ***********************************************************************
 ML0873  DESIGNATION -  H 72
 ML0873  PID         -  ML0873
 ML0873  STATE/COUNTY-  NE/LOUP
 ML0873  USGS QUAD   -  ALMERIA NW (1978)
 ML0873
 ML0873                         *CURRENT SURVEY CONTROL
 ML0873  ___________________________________________________________________
 ML0873* NAD 83(1986)-  41 56 10.     (N)    099 41 08.     (W)     SCALED    
 ML0873* NAVD 88     -       734.942  (meters)    2411.22   (feet)  ADJUSTED  
 ML0873  ___________________________________________________________________
 ML0873  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 ML0873  DYNAMIC HT  -         734.593 (meters)    2410.08  (feet)  COMP
 ML0873  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 ML0873
 ML0873  VERT ORDER  -  SECOND    CLASS 0
 ML0873
 ML0873.The horizontal coordinates were scaled from a topographic map and have
 ML0873.an estimated accuracy of +/- 6 seconds.
 ML0873
 ML0873.The orthometric height was determined by differential leveling
 ML0873.and adjusted by the National Geodetic Survey in June 1991..
 ML0873
 ML0873.The geoid height was determined by GEOID03.
 ML0873
 ML0873.The dynamic height is computed by dividing the NAVD 88
 ML0873.geopotential number by the normal gravity value computed on the
 ML0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0873.degrees latitude (g = 980.6199 gals.).
 ML0873
 ML0873.The modeled gravity was interpolated from observed gravity values.
 ML0873
 ML0873;                    North         East    Units  Estimated Accuracy
 ML0873;SPC NE       -   233,510.      526,070.      MT  (+/- 180 meters Scaled)
 ML0873
 ML0873                          SUPERSEDED SURVEY CONTROL
 ML0873
 ML0873  NGVD 29 (??/??/92)  734.674  (m)         2410.34   (f) ADJ UNCH    2 0
 ML0873
 ML0873.Superseded values are not recommended for survey control.
 ML0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0873.See file dsdata.txt to determine how the superseded data were derived.
 ML0873
 ML0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM431429(NAD 83)
 ML0873_MARKER: DB = BENCH MARK DISK
 ML0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0873_STAMPING: H-72 1935
 ML0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0873+STABILITY: SURFACE MOTION
 ML0873
 ML0873  HISTORY     - Date     Condition        Report By
 ML0873  HISTORY     - 1935     MONUMENTED       CGS
 ML0873  HISTORY     - 1952     MARK NOT FOUND   USGS
 ML0873
 ML0873                          STATION DESCRIPTION
 ML0873
 ML0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0873'10 MI E FROM BREWSTER.
 ML0873'10.05 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0873'HIGHWAY 53 BETWEEN TAYLOR AND BREWSTER, 1.5 MILES NORTHEAST OF
 ML0873'CHURCH, ABOUT 300 FEET SOUTH OF WINDMILL AND WELL, 50 FEET NORTH
 ML0873'OF GROUP OF 8 TREES, 38.6 FEET SOUTH OF THE CENTER LINE OF THE
 ML0873'HIGHWAY, AND 2.0 FEET NORTH OF RIGHT OF WAY FENCE.
 ML0873
 ML0873                          STATION RECOVERY (1952)
 ML0873
 ML0873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 ML0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0089 ***********************************************************************
 NO0089  DESIGNATION -  H 73
 NO0089  PID         -  NO0089
 NO0089  STATE/COUNTY-  NE/CHERRY
 NO0089  USGS QUAD   -  MULE LAKE (1985)
 NO0089
 NO0089                         *CURRENT SURVEY CONTROL
 NO0089  ___________________________________________________________________
 NO0089* NAD 83(1986)-  42 26 56.     (N)    100 38 49.     (W)     SCALED    
 NO0089* NAVD 88     -       907.607  (meters)    2977.71   (feet)  ADJUSTED  
 NO0089  ___________________________________________________________________
 NO0089  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 NO0089  DYNAMIC HT  -         907.177 (meters)    2976.30  (feet)  COMP
 NO0089  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 NO0089
 NO0089  VERT ORDER  -  SECOND    CLASS 0
 NO0089
 NO0089.The horizontal coordinates were scaled from a topographic map and have
 NO0089.an estimated accuracy of +/- 6 seconds.
 NO0089
 NO0089.The orthometric height was determined by differential leveling
 NO0089.and adjusted by the National Geodetic Survey in June 1991..
 NO0089
 NO0089.The geoid height was determined by GEOID03.
 NO0089
 NO0089.The dynamic height is computed by dividing the NAVD 88
 NO0089.geopotential number by the normal gravity value computed on the
 NO0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0089.degrees latitude (g = 980.6199 gals.).
 NO0089
 NO0089.The modeled gravity was interpolated from observed gravity values.
 NO0089
 NO0089;                    North         East    Units  Estimated Accuracy
 NO0089;SPC NE       -   290,610.      446,790.      MT  (+/- 180 meters Scaled)
 NO0089
 NO0089                          SUPERSEDED SURVEY CONTROL
 NO0089
 NO0089  NGVD 29 (??/??/92)  907.294  (m)         2976.68   (f) ADJ UNCH    2 0
 NO0089
 NO0089.Superseded values are not recommended for survey control.
 NO0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0089.See file dsdata.txt to determine how the superseded data were derived.
 NO0089
 NO0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN645009(NAD 83)
 NO0089_MARKER: DB = BENCH MARK DISK
 NO0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0089_STAMPING: H 73 1934
 NO0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0089+STABILITY: SURFACE MOTION
 NO0089
 NO0089  HISTORY     - Date     Condition        Report By
 NO0089  HISTORY     - 1934     MONUMENTED       CGS
 NO0089  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0089
 NO0089                          STATION DESCRIPTION
 NO0089
 NO0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0089'14.1 MI N FROM BROWNLEE.
 NO0089'ABOUT 14.1 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0089'AT BROWNLEE, CHERRY COUNTY, AT THE SOUTH SIDE OF RAT LAKE, NEAR
 NO0089'THE SOUTHEAST CORNER OF A FISHERMANS CABIN YARD, 26.5 FEET
 NO0089'NORTH OF THE SOUTHEAST FENCE CORNER, AND 2.3 FEET EAST OF THE
 NO0089'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED H 73 1934 AND
 NO0089'SET IN THE TOP OF A CONCRETE POST.
 NO0089
 NO0089                          STATION RECOVERY (1984)
 NO0089
 NO0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0020 ***********************************************************************
 MN0020  DESIGNATION -  H 74
 MN0020  PID         -  MN0020
 MN0020  STATE/COUNTY-  NE/GARDEN
 MN0020  USGS QUAD   -  BLACK LAKE (1986)
 MN0020
 MN0020                         *CURRENT SURVEY CONTROL
 MN0020  ___________________________________________________________________
 MN0020* NAD 83(1986)-  41 54 40.     (N)    102 20 16.     (W)     SCALED    
 MN0020* NAVD 88     -      1192.915  (meters)    3913.76   (feet)  ADJUSTED  
 MN0020  ___________________________________________________________________
 MN0020  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 MN0020  DYNAMIC HT  -        1192.213 (meters)    3911.45  (feet)  COMP
 MN0020  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 MN0020
 MN0020  VERT ORDER  -  SECOND    CLASS 0
 MN0020
 MN0020.The horizontal coordinates were scaled from a topographic map and have
 MN0020.an estimated accuracy of +/- 6 seconds.
 MN0020
 MN0020.The orthometric height was determined by differential leveling
 MN0020.and adjusted by the National Geodetic Survey in June 1991..
 MN0020
 MN0020.The geoid height was determined by GEOID03.
 MN0020
 MN0020.The dynamic height is computed by dividing the NAVD 88
 MN0020.geopotential number by the normal gravity value computed on the
 MN0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0020.degrees latitude (g = 980.6199 gals.).
 MN0020
 MN0020.The modeled gravity was interpolated from observed gravity values.
 MN0020
 MN0020;                    North         East    Units  Estimated Accuracy
 MN0020;SPC NE       -   233,310.      306,130.      MT  (+/- 180 meters Scaled)
 MN0020
 MN0020                          SUPERSEDED SURVEY CONTROL
 MN0020
 MN0020  NGVD 29 (??/??/92) 1192.367  (m)         3911.96   (f) ADJ UNCH    2 0
 MN0020
 MN0020.Superseded values are not recommended for survey control.
 MN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0020.See file dsdata.txt to determine how the superseded data were derived.
 MN0020
 MN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG207433(NAD 83)
 MN0020_MARKER: DB = BENCH MARK DISK
 MN0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0020_STAMPING: H 74 1934
 MN0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0020+STABILITY: SURFACE MOTION
 MN0020
 MN0020  HISTORY     - Date     Condition        Report By
 MN0020  HISTORY     - 1934     MONUMENTED       CGS
 MN0020  HISTORY     - 1938     GOOD             NGS
 MN0020
 MN0020                          STATION DESCRIPTION
 MN0020
 MN0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0020'12.9 MI S FROM ELLSWORTH.
 MN0020'IN GARDEN COUNTY, 12.9 MILES SOUTH ALONG STATE HIGHWAY 27 AND
 MN0020'THE MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0020'STATION AT ELLSWORTH, SHERIDAN COUNTY, AT THE SOUTH SIDE OF A
 MN0020'LARGE MEADOW, 30 FEET WEST OF THE CENTER OF AN AUTO GATE, AND
 MN0020'1-1/2 FEET SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK,
 MN0020'STAMPED H 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0020
 MN0020                          STATION RECOVERY (1938)
 MN0020
 MN0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MN0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0224 ***********************************************************************
 MN0224  DESIGNATION -  H 76
 MN0224  PID         -  MN0224
 MN0224  STATE/COUNTY-  NE/KIMBALL
 MN0224  USGS QUAD   -  OLIVER RESERVOIR (1972)
 MN0224
 MN0224                         *CURRENT SURVEY CONTROL
 MN0224  ___________________________________________________________________
 MN0224* NAD 83(1986)-  41 13 45.     (N)    103 46 49.     (W)     SCALED    
 MN0224* NAVD 88     -      1458.131  (meters)    4783.88   (feet)  ADJUSTED  
 MN0224  ___________________________________________________________________
 MN0224  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 MN0224  DYNAMIC HT  -        1457.041 (meters)    4780.31  (feet)  COMP
 MN0224  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 MN0224
 MN0224  VERT ORDER  -  SECOND    CLASS 0
 MN0224
 MN0224.The horizontal coordinates were scaled from a topographic map and have
 MN0224.an estimated accuracy of +/- 6 seconds.
 MN0224
 MN0224.The orthometric height was determined by differential leveling
 MN0224.and adjusted by the National Geodetic Survey in June 1991..
 MN0224
 MN0224.The geoid height was determined by GEOID03.
 MN0224
 MN0224.The dynamic height is computed by dividing the NAVD 88
 MN0224.geopotential number by the normal gravity value computed on the
 MN0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0224.degrees latitude (g = 980.6199 gals.).
 MN0224
 MN0224.The modeled gravity was interpolated from observed gravity values.
 MN0224
 MN0224;                    North         East    Units  Estimated Accuracy
 MN0224;SPC NE       -   161,900.      183,260.      MT  (+/- 180 meters Scaled)
 MN0224
 MN0224                          SUPERSEDED SURVEY CONTROL
 MN0224
 MN0224  NGVD 29 (??/??/92) 1457.403  (m)         4781.50   (f) ADJ UNCH    2 0
 MN0224
 MN0224.Superseded values are not recommended for survey control.
 MN0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0224.See file dsdata.txt to determine how the superseded data were derived.
 MN0224
 MN0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF022649(NAD 83)
 MN0224_MARKER: DB = BENCH MARK DISK
 MN0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0224_STAMPING: H 76 1934
 MN0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0224+STABILITY: SURFACE MOTION
 MN0224
 MN0224  HISTORY     - Date     Condition        Report By
 MN0224  HISTORY     - 1934     MONUMENTED       CGS
 MN0224  HISTORY     - 1985     GOOD             DMA
 MN0224
 MN0224                          STATION DESCRIPTION
 MN0224
 MN0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0224'6.1 MI W FROM KIMBALL.
 MN0224'6.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0224'AT KIMBALL, KIMBALL COUNTY, 6.0 MILES EAST OF BUSHNELL, 0.4 MILE
 MN0224'EAST OF THE OLIVER GRAIN ELEVATOR, 0.2 MILE EAST OF MILEPOST
 MN0224'451, 80.4 FEET SOUTH OF THE SOUTH RAIL, 4.6 FEET EAST OF A
 MN0224'FENCE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MN0224'STAMPED H 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0224
 MN0224                          STATION RECOVERY (1985)
 MN0224
 MN0224'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0694 ***********************************************************************
 MJ0694  DESIGNATION -  H 78
 MJ0694  PID         -  MJ0694
 MJ0694  STATE/COUNTY-  NE/SARPY
 MJ0694  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0694
 MJ0694                         *CURRENT SURVEY CONTROL
 MJ0694  ___________________________________________________________________
 MJ0694* NAD 83(1986)-  41 08 59.     (N)    095 56 06.     (W)     SCALED    
 MJ0694* NAVD 88     -       302.784  (meters)     993.38   (feet)  ADJUSTED  
 MJ0694  ___________________________________________________________________
 MJ0694  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 MJ0694  DYNAMIC HT  -         302.660 (meters)     992.98  (feet)  COMP
 MJ0694  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 MJ0694
 MJ0694  VERT ORDER  -  SECOND    CLASS 0
 MJ0694
 MJ0694.The horizontal coordinates were scaled from a topographic map and have
 MJ0694.an estimated accuracy of +/- 6 seconds.
 MJ0694
 MJ0694.The orthometric height was determined by differential leveling
 MJ0694.and adjusted by the National Geodetic Survey in June 1991..
 MJ0694
 MJ0694.The geoid height was determined by GEOID03.
 MJ0694
 MJ0694.The dynamic height is computed by dividing the NAVD 88
 MJ0694.geopotential number by the normal gravity value computed on the
 MJ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0694.degrees latitude (g = 980.6199 gals.).
 MJ0694
 MJ0694.The modeled gravity was interpolated from observed gravity values.
 MJ0694
 MJ0694;                    North         East    Units  Estimated Accuracy
 MJ0694;SPC NE       -   154,170.      841,000.      MT  (+/- 180 meters Scaled)
 MJ0694
 MJ0694                          SUPERSEDED SURVEY CONTROL
 MJ0694
 MJ0694  NGVD 29 (??/??/92)  302.681  (m)          993.05   (f) ADJ UNCH    2 0
 MJ0694
 MJ0694.Superseded values are not recommended for survey control.
 MJ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0694.See file dsdata.txt to determine how the superseded data were derived.
 MJ0694
 MJ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF537595(NAD 83)
 MJ0694_MARKER: DB = BENCH MARK DISK
 MJ0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0694_STAMPING: H 78 1934
 MJ0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0694+STABILITY: SURFACE MOTION
 MJ0694
 MJ0694  HISTORY     - Date     Condition        Report By
 MJ0694  HISTORY     - 1934     MONUMENTED       CGS
 MJ0694  HISTORY     - 1955     GOOD             NGS
 MJ0694  HISTORY     - 1975     GOOD             LOCSUR
 MJ0694
 MJ0694                          STATION DESCRIPTION
 MJ0694
 MJ0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MJ0694'0.7 MI NE FROM GILMORE.
 MJ0694'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MJ0694'STATION AT GILMORE, SARPY COUNTY, 0.3 MILE SOUTHEAST OF A SWITCH
 MJ0694'TOWER, 0.1 MILE SOUTH OF MILEPOST 11, NEAR THE CROSSING OF THE
 MJ0694'MISSOURI PACIFIC RAILROAD, AT A RIGHT-OF-WAY FENCE CORNER, 48
 MJ0694'FEET EAST OF THE EAST RAIL OF THE U.P.R.R. TRACK, 37 FEET WEST
 MJ0694'OF THE WEST RAIL OF THE M.P.R.R. TRACK, AND 6 FEET LOWER THAN
 MJ0694'THE TRACK.  A STANDARD DISK, STAMPED H 78 1934 AND SET IN THE
 MJ0694'TOP OF A CONCRETE POST.
 MJ0694
 MJ0694                          STATION RECOVERY (1975)
 MJ0694
 MJ0694'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 MJ0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0216 ***********************************************************************
 MM0216  DESIGNATION -  H 8
 MM0216  PID         -  MM0216
 MM0216  STATE/COUNTY-  NE/KEITH
 MM0216  USGS QUAD   -  OGALLALA (1971)
 MM0216
 MM0216                         *CURRENT SURVEY CONTROL
 MM0216  ___________________________________________________________________
 MM0216* NAD 83(1986)-  41 07 46.     (N)    101 37 49.     (W)     SCALED    
 MM0216* NAVD 88     -       970.307  (meters)    3183.42   (feet)  ADJUSTED  
 MM0216  ___________________________________________________________________
 MM0216  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 MM0216  DYNAMIC HT  -         969.708 (meters)    3181.45  (feet)  COMP
 MM0216  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 MM0216
 MM0216  VERT ORDER  -  FIRST     CLASS II
 MM0216
 MM0216.The horizontal coordinates were scaled from a topographic map and have
 MM0216.an estimated accuracy of +/- 6 seconds.
 MM0216
 MM0216.The orthometric height was determined by differential leveling
 MM0216.and adjusted by the National Geodetic Survey in June 1991..
 MM0216
 MM0216.The geoid height was determined by GEOID03.
 MM0216
 MM0216.The dynamic height is computed by dividing the NAVD 88
 MM0216.geopotential number by the normal gravity value computed on the
 MM0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0216.degrees latitude (g = 980.6199 gals.).
 MM0216
 MM0216.The modeled gravity was interpolated from observed gravity values.
 MM0216
 MM0216;                    North         East    Units  Estimated Accuracy
 MM0216;SPC NE       -   145,190.      363,160.      MT  (+/- 180 meters Scaled)
 MM0216
 MM0216                          SUPERSEDED SURVEY CONTROL
 MM0216
 MM0216  NGVD 29 (??/??/92)  969.882  (m)         3182.02   (f) ADJ UNCH    1 2
 MM0216
 MM0216.Superseded values are not recommended for survey control.
 MM0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0216.See file dsdata.txt to determine how the superseded data were derived.
 MM0216
 MM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL792564(NAD 83)
 MM0216_MARKER: DB = BENCH MARK DISK
 MM0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0216_STAMPING: 3182.021 H 8 1933
 MM0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0216+STABILITY: SURFACE MOTION
 MM0216
 MM0216  HISTORY     - Date     Condition        Report By
 MM0216  HISTORY     - 1933     MONUMENTED       CGS
 MM0216  HISTORY     - 1971     MARK NOT FOUND   NGS
 MM0216  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0216
 MM0216                          STATION DESCRIPTION
 MM0216
 MM0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0216'4.8 MI E FROM OGALLALA.
 MM0216'ABOUT 4.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0216'OGALLALA, KEITH COUNTY, AT MILEPOST 330, AT A PRIVATE-ROAD
 MM0216'CROSSING, 42 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT
 MM0216'175 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 45.2 FEET
 MM0216'SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND 2 FEET
 MM0216'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 MM0216'3182.021 H 8 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MM0216'ABOUT 3 INCHES ABOVE GROUND.
 MM0216
 MM0216                          STATION RECOVERY (1971)
 MM0216
 MM0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0216'MARK NOT FOUND.
 MM0216
 MM0216                          STATION RECOVERY (1986)
 MM0216
 MM0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0216'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0379 ***********************************************************************
 LG0379  DESIGNATION -  H 80
 LG0379  PID         -  LG0379
 LG0379  STATE/COUNTY-  NE/LANCASTER
 LG0379  USGS QUAD   -  LINCOLN (1980)
 LG0379
 LG0379                         *CURRENT SURVEY CONTROL
 LG0379  ___________________________________________________________________
 LG0379* NAD 83(1986)-  40 49 16.     (N)    096 42 35.     (W)     SCALED    
 LG0379* NAVD 88     -       351.771  (meters)    1154.10   (feet)  ADJUSTED  
 LG0379  ___________________________________________________________________
 LG0379  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 LG0379  DYNAMIC HT  -         351.615 (meters)    1153.59  (feet)  COMP
 LG0379  MODELED GRAV-     980,169.8   (mgal)                       NAVD 88
 LG0379
 LG0379  VERT ORDER  -  FIRST     CLASS II
 LG0379
 LG0379.The horizontal coordinates were scaled from a topographic map and have
 LG0379.an estimated accuracy of +/- 6 seconds.
 LG0379
 LG0379.The orthometric height was determined by differential leveling
 LG0379.and adjusted by the National Geodetic Survey in May 1993..
 LG0379
 LG0379.The geoid height was determined by GEOID03.
 LG0379
 LG0379.The dynamic height is computed by dividing the NAVD 88
 LG0379.geopotential number by the normal gravity value computed on the
 LG0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0379.degrees latitude (g = 980.6199 gals.).
 LG0379
 LG0379.The modeled gravity was interpolated from observed gravity values.
 LG0379
 LG0379;                    North         East    Units  Estimated Accuracy
 LG0379;SPC NE       -   114,950.      777,430.      MT  (+/- 180 meters Scaled)
 LG0379
 LG0379                          SUPERSEDED SURVEY CONTROL
 LG0379
 LG0379  NAVD 88 (06/15/91)  351.778  (m)         1154.12   (f) UNKNOWN     1 2
 LG0379  NGVD 29 (??/??/92)  351.678  (m)         1153.80   (f) ADJ UNCH    1 2
 LG0379
 LG0379.Superseded values are not recommended for survey control.
 LG0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0379.See file dsdata.txt to determine how the superseded data were derived.
 LG0379
 LG0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL931214(NAD 83)
 LG0379_MARKER: DB = BENCH MARK DISK
 LG0379_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0379_SP_SET: BRIDGE PIER
 LG0379_STAMPING: H 80 1935
 LG0379_MARK LOGO: CGS   
 LG0379_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0379+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1993
 LG0379
 LG0379  HISTORY     - Date     Condition        Report By
 LG0379  HISTORY     - 1935     MONUMENTED       CGS
 LG0379  HISTORY     - 1939     GOOD             NGS
 LG0379  HISTORY     - 1990     GOOD             USPSQD
 LG0379  HISTORY     - 19920519 GOOD             NGS
 LG0379  HISTORY     - 19930513 GOOD             NGS
 LG0379
 LG0379                          STATION DESCRIPTION
 LG0379
 LG0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LG0379'1 MI E FROM LINCOLN.
 LG0379'1.0 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0379'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 43 YARDS
 LG0379'SOUTHEAST OF MILEPOST 59, AT THE TENTH STREET OVERPASS, IN THE
 LG0379'FOUNDATION OF THE SOUTHEAST PIER, 45 FEET NORTH OF THE NORTHWEST
 LG0379'CORNER OF AN IRON FENCE AROUND A JUNKYARD, 42 FEET SOUTH OF THE
 LG0379'CENTERLINE OF THE EAST-BOUND MAIN TRACK, AND ABOUT 3 FEET HIGHER
 LG0379'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 80 1935.
 LG0379
 LG0379                          STATION RECOVERY (1990)
 LG0379
 LG0379'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0379'RECOVERED IN GOOD CONDITION.
 LG0379
 LG0379                          STATION RECOVERY (1992)
 LG0379
 LG0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG0379'IN LINCOLN, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 LG0379'AND NORTH 10TH STREET, IN THE CONCRETE BASE FOR THE SOUTHEAST PIER OF
 LG0379'THE STREET OVERPASS OF THE RAILROAD, 12.2 M (40.0 FT) SOUTH OF THE
 LG0379'NEAR RAIL OF THE MAIN TRACK, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF
 LG0379'THE TRACK.
 LG0379
 LG0379                          STATION RECOVERY (1993)
 LG0379
 LG0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LG0379'THE MARK WAS RECOVERED IN GOOD CONDITION BUT WAS RELOCATED DUE TO THE
 LG0379'BRIDGE BEING REPLACED.  SEE H 80 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7420 ***********************************************************************
 AA7420  DESIGNATION -  H 80 RESET
 AA7420  PID         -  AA7420
 AA7420  STATE/COUNTY-  NE/LANCASTER
 AA7420  USGS QUAD   -  LINCOLN (1980)
 AA7420
 AA7420                         *CURRENT SURVEY CONTROL
 AA7420  ___________________________________________________________________
 AA7420* NAD 83(1986)-  40 49 16.     (N)    096 43 35.     (W)     SCALED    
 AA7420* NAVD 88     -       352.61   (+/-2cm)    1156.9    (feet)  VERTCON   
 AA7420  ___________________________________________________________________
 AA7420  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AA7420
 AA7420  VERT ORDER  -  THIRD (See Below)
 AA7420
 AA7420.The horizontal coordinates were scaled from a topographic map and have
 AA7420.an estimated accuracy of +/- 6 seconds.
 AA7420
 AA7420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7420.The vertical order pertains to the NGVD 29 superseded value.
 AA7420
 AA7420.The geoid height was determined by GEOID03.
 AA7420
 AA7420;                    North         East    Units  Estimated Accuracy
 AA7420;SPC NE       -   114,900.      776,030.      MT  (+/- 180 meters Scaled)
 AA7420
 AA7420                          SUPERSEDED SURVEY CONTROL
 AA7420
 AA7420  NGVD 29 (08/02/06)  352.50   (m)         1156.5    (f) RESET       3  
 AA7420
 AA7420.Superseded values are not recommended for survey control.
 AA7420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7420.See file dsdata.txt to determine how the superseded data were derived.
 AA7420
 AA7420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL917213(NAD 83)
 AA7420_MARKER: DV = VERTICAL CONTROL DISK
 AA7420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA7420_SP_SET: BRIDGE PIER
 AA7420_STAMPING: H 80 RESET 1993
 AA7420_MARK LOGO: NGS   
 AA7420_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7420+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 AA7420
 AA7420  HISTORY     - Date     Condition        Report By
 AA7420  HISTORY     - 1993     MONUMENTED       NGS
 AA7420  HISTORY     - 20050414 GOOD             GEOCAC
 AA7420
 AA7420                          STATION DESCRIPTION
 AA7420
 AA7420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 AA7420'THE MARK IS IN LINCOLN, ABOUT 175 M (574.1 FT) NORTH FROM THE
 AA7420'NORTHWEST CORNER OF THE UNIVERSITY OF NEBRASKA STADIUM, AT THE NORTH
 AA7420'10TH STREET OVERPASS OVER THE BURLINGTON NORTHERN RAILROAD TRACKS AND
 AA7420'SET VERTICALLY INTO THE FIRST PIER SOUTH OF THE TRACKS FOR A
 AA7420'PEDESTRIAN WALK BRIDGE OVER THE TRACKS, WHICH IS JUST EAST OF THE
 AA7420'STREET OVERPASS BRIDGE. THE MARK IS 26.2 M (86.0 FT) EAST OF, AND
 AA7420'BELOW, THE CENTERLINE OF 10TH STREET, 14.32 M (46.98 FT) SOUTH FROM
 AA7420'THE SOUTH RAIL OF THE MAIN TRACK AND IS IN THE WEST FACE OF PIER
 AA7420'NUMBER 2 OF THE PEDESTRIAN OVERPASS, 1.5 M (4.9 FT) ABOVE THE GROUND
 AA7420'SURFACE.
 AA7420
 AA7420                          STATION RECOVERY (2005)
 AA7420
 AA7420'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 AA7420'HANDHELD GPS NAD83 COORDS - N 40D 49M 22.7S  W 96D 42M 24.6S
 AA7420'THIS PRESENTS MORE THAN 1 MINUTE DIFFERENCE IN LONGITUDE FROM THE
 AA7420'PUBLISHED COORDINATES, BUT THESE COORDINATES PLOT IN THE CORRECT
 AA7420'LOCATION ON THE MAP. THE SCALED COORDINATES ARE 1 MILE TOO FAR WEST.
 AA7420'ONGOING CONSTRUCTION AT MEMORIAL STADIUM WILL LIKELY CHANGE THE
 AA7420'DISTANCE FROM THE NW CORNER OF THE STADIUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1407 ***********************************************************************
 LG1407  DESIGNATION -  H 82 RESET
 LG1407  PID         -  LG1407
 LG1407  STATE/COUNTY-  NE/LANCASTER
 LG1407  USGS QUAD   -  DAVEY (1972)
 LG1407
 LG1407                         *CURRENT SURVEY CONTROL
 LG1407  ___________________________________________________________________
 LG1407* NAD 83(1986)-  40 56 31.     (N)    096 40 21.     (W)     SCALED    
 LG1407* NAVD 88     -       368.45   (meters)    1208.8    (feet)  RESET     
 LG1407  ___________________________________________________________________
 LG1407  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 LG1407
 LG1407  VERT ORDER  -  THIRD
 LG1407
 LG1407.The horizontal coordinates were scaled from a topographic map and have
 LG1407.an estimated accuracy of +/- 6 seconds.
 LG1407
 LG1407.The orthometric height was computed from unverified reset data.
 LG1407.No vertical observational check was made to the station.
 LG1407
 LG1407.The geoid height was determined by GEOID03.
 LG1407
 LG1407;                    North         East    Units  Estimated Accuracy
 LG1407;SPC NE       -   128,480.      780,050.      MT  (+/- 180 meters Scaled)
 LG1407
 LG1407                          SUPERSEDED SURVEY CONTROL
 LG1407
 LG1407  NGVD 29 (08/02/06)  368.34   (m)         1208.5    (f) RESET       3  
 LG1407
 LG1407.Superseded values are not recommended for survey control.
 LG1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1407.See file dsdata.txt to determine how the superseded data were derived.
 LG1407
 LG1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL959349(NAD 83)
 LG1407_MARKER: DV = VERTICAL CONTROL DISK
 LG1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1407_SP_SET: CONCRETE POST
 LG1407_STAMPING: H 82 RESET 1984
 LG1407_MARK LOGO: NGS   
 LG1407_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1407+STABILITY: SURFACE MOTION
 LG1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1407+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1407
 LG1407  HISTORY     - Date     Condition        Report By
 LG1407  HISTORY     - 1984     MONUMENTED       NGS
 LG1407  HISTORY     - 2002     GOOD             NEDR
 LG1407
 LG1407                          STATION DESCRIPTION
 LG1407
 LG1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1407'0.24 KM (0.15 MI) NORTH ALONG 2ND STREET FROM THE POST OFFICE IN
 LG1407'DAVEY, THENCE 1.13 KM (0.70 MI) LEFT AND WEST ALONG DAVEY ROAD,
 LG1407'THENCE 4.83 KM (3.00 MI) LEFT AND SOUTH ALONG NORTH 27TH STREET,
 LG1407'THENCE 0.80 KM (0.50 MI) LEFT AND EAST ALONG MILL ROAD TO THE MARK ON
 LG1407'THE LEFT, IN THE SE CORNER OF THE SW 1/4, SEC 6, T 11N, R73, 12.2 M
 LG1407'(40.0 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 0.82 M (2.69 FT)
 LG1407'NORTHWEST FROM A POWERLINE POLE, 0.46 M (1.51 FT) WEST FROM A FENCE
 LG1407'CORNER POST.  MARK MAY ALSO BE REACHED FROM THE JUNCTION OF
 LG1407'INTERSTATE HIGHWAY 80 AND US HIGHWAY 77, NORTHEAST OF LINCOLN, BY
 LG1407'GOING 5.23 KM (3.25 MI) NORTH ALONG HIGHWAY 77, THENCE 2.41 KM (1.50
 LG1407'MI) LEFT AND WEST ALONG MILL ROAD.
 LG1407
 LG1407                          STATION RECOVERY (2002)
 LG1407
 LG1407'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1407'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0497 ***********************************************************************
 LG0497  DESIGNATION -  H 83
 LG0497  PID         -  LG0497
 LG0497  STATE/COUNTY-  NE/SEWARD
 LG0497  USGS QUAD   -  GOEHNER (1964)
 LG0497
 LG0497                         *CURRENT SURVEY CONTROL
 LG0497  ___________________________________________________________________
 LG0497* NAD 83(1986)-  40 51 30.     (N)    097 10 30.     (W)     SCALED    
 LG0497* NAVD 88     -       466.920  (meters)    1531.89   (feet)  ADJUSTED  
 LG0497  ___________________________________________________________________
 LG0497  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 LG0497  DYNAMIC HT  -         466.672 (meters)    1531.07  (feet)  COMP
 LG0497  MODELED GRAV-     980,078.9   (mgal)                       NAVD 88
 LG0497
 LG0497  VERT ORDER  -  SECOND    CLASS 0
 LG0497
 LG0497.The horizontal coordinates were scaled from a topographic map and have
 LG0497.an estimated accuracy of +/- 6 seconds.
 LG0497
 LG0497.The orthometric height was determined by differential leveling
 LG0497.and adjusted by the National Geodetic Survey in June 1991..
 LG0497
 LG0497.The geoid height was determined by GEOID03.
 LG0497
 LG0497.The dynamic height is computed by dividing the NAVD 88
 LG0497.geopotential number by the normal gravity value computed on the
 LG0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0497.degrees latitude (g = 980.6199 gals.).
 LG0497
 LG0497.The modeled gravity was interpolated from observed gravity values.
 LG0497
 LG0497;                    North         East    Units  Estimated Accuracy
 LG0497;SPC NE       -   117,690.      738,080.      MT  (+/- 180 meters Scaled)
 LG0497
 LG0497                          SUPERSEDED SURVEY CONTROL
 LG0497
 LG0497  NGVD 29 (??/??/92)  466.737  (m)         1531.29   (f) ADJ UNCH    2 0
 LG0497
 LG0497.Superseded values are not recommended for survey control.
 LG0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0497.See file dsdata.txt to determine how the superseded data were derived.
 LG0497
 LG0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL538246(NAD 83)
 LG0497_MARKER: DB = BENCH MARK DISK
 LG0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0497_STAMPING: H 83 1935
 LG0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0497+STABILITY: SURFACE MOTION
 LG0497
 LG0497  HISTORY     - Date     Condition        Report By
 LG0497  HISTORY     - 1935     MONUMENTED       CGS
 LG0497  HISTORY     - 1963     GOOD             USGS
 LG0497
 LG0497                          STATION DESCRIPTION
 LG0497
 LG0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0497'3 MI NE FROM GOEHNER.
 LG0497'3.0 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0497'FROM THE STATION AT GOEHNER, SEWARD COUNTY, 0.2 MILE NORTHEAST
 LG0497'OF MILEPOST C 44, 58.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LG0497'AND 3.4 FEET NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED
 LG0497'H 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0497
 LG0497                          STATION RECOVERY (1963)
 LG0497
 LG0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LG0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1623 ***********************************************************************
 MK1623  DESIGNATION -  H 84
 MK1623  PID         -  MK1623
 MK1623  STATE/COUNTY-  NE/BOONE
 MK1623  USGS QUAD   -  ALBION EAST (1985)
 MK1623
 MK1623                         *CURRENT SURVEY CONTROL
 MK1623  ___________________________________________________________________
 MK1623* NAD 83(1986)-  41 41 06.     (N)    097 55 33.     (W)     SCALED    
 MK1623* NAVD 88     -       551.919  (meters)    1810.75   (feet)  ADJUSTED  
 MK1623  ___________________________________________________________________
 MK1623  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 MK1623  DYNAMIC HT  -         551.682 (meters)    1809.98  (feet)  COMP
 MK1623  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 MK1623
 MK1623  VERT ORDER  -  SECOND    CLASS 0
 MK1623
 MK1623.The horizontal coordinates were scaled from a topographic map and have
 MK1623.an estimated accuracy of +/- 6 seconds.
 MK1623
 MK1623.The orthometric height was determined by differential leveling
 MK1623.and adjusted by the National Geodetic Survey in June 1991..
 MK1623
 MK1623.The geoid height was determined by GEOID03.
 MK1623
 MK1623.The dynamic height is computed by dividing the NAVD 88
 MK1623.geopotential number by the normal gravity value computed on the
 MK1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1623.degrees latitude (g = 980.6199 gals.).
 MK1623
 MK1623.The modeled gravity was interpolated from observed gravity values.
 MK1623
 MK1623;                    North         East    Units  Estimated Accuracy
 MK1623;SPC NE       -   207,650.      672,620.      MT  (+/- 180 meters Scaled)
 MK1623
 MK1623                          SUPERSEDED SURVEY CONTROL
 MK1623
 MK1623  NGVD 29 (??/??/92)  551.710  (m)         1810.07   (f) ADJ UNCH    2 0
 MK1623
 MK1623.Superseded values are not recommended for survey control.
 MK1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1623.See file dsdata.txt to determine how the superseded data were derived.
 MK1623
 MK1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM893153(NAD 83)
 MK1623_MARKER: DB = BENCH MARK DISK
 MK1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1623_STAMPING: H-84-1935
 MK1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1623+STABILITY: SURFACE MOTION
 MK1623
 MK1623  HISTORY     - Date     Condition        Report By
 MK1623  HISTORY     - 1935     MONUMENTED       CGS
 MK1623
 MK1623                          STATION DESCRIPTION
 MK1623
 MK1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1623'0.9 MI SW FROM BRADISH.
 MK1623'0.9 MILES SOUTHWEST OF BRADISH.  ALONG THE CHICAGO AND NORTH
 MK1623'WESTERN RAILROAD BETWEEN ALBION AND HUMPHREY, ABOUT 0.3 MILES
 MK1623'SOUTHWEST OF FARM HOUSE, 98 FEET EAST OF CULVERT NO. D-177,
 MK1623'49.7 FEET SOUTH OF THE SOUTH RAIL, 3.2 FEET NORTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0249 ***********************************************************************
 ML0249  DESIGNATION -  H 86
 ML0249  PID         -  ML0249
 ML0249  STATE/COUNTY-  NE/NANCE
 ML0249  USGS QUAD   -  BELGRADE (1954)
 ML0249
 ML0249                         *CURRENT SURVEY CONTROL
 ML0249  ___________________________________________________________________
 ML0249* NAD 83(1986)-  41 26 29.     (N)    098 03 39.     (W)     SCALED    
 ML0249* NAVD 88     -       518.508  (meters)    1701.14   (feet)  ADJUSTED  
 ML0249  ___________________________________________________________________
 ML0249  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 ML0249  DYNAMIC HT  -         518.263 (meters)    1700.33  (feet)  COMP
 ML0249  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 ML0249
 ML0249  VERT ORDER  -  SECOND    CLASS 0
 ML0249
 ML0249.The horizontal coordinates were scaled from a topographic map and have
 ML0249.an estimated accuracy of +/- 6 seconds.
 ML0249
 ML0249.The orthometric height was determined by differential leveling
 ML0249.and adjusted by the National Geodetic Survey in June 1991..
 ML0249
 ML0249.The geoid height was determined by GEOID03.
 ML0249
 ML0249.The dynamic height is computed by dividing the NAVD 88
 ML0249.geopotential number by the normal gravity value computed on the
 ML0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0249.degrees latitude (g = 980.6199 gals.).
 ML0249
 ML0249.The modeled gravity was interpolated from observed gravity values.
 ML0249
 ML0249;                    North         East    Units  Estimated Accuracy
 ML0249;SPC NE       -   180,350.      661,990.      MT  (+/- 180 meters Scaled)
 ML0249
 ML0249                          SUPERSEDED SURVEY CONTROL
 ML0249
 ML0249  NGVD 29 (??/??/92)  518.282  (m)         1700.40   (f) ADJ UNCH    2 0
 ML0249
 ML0249.Superseded values are not recommended for survey control.
 ML0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0249.See file dsdata.txt to determine how the superseded data were derived.
 ML0249
 ML0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL784881(NAD 83)
 ML0249_MARKER: DB = BENCH MARK DISK
 ML0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0249_STAMPING: H-86-1935
 ML0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0249+STABILITY: SURFACE MOTION
 ML0249
 ML0249  HISTORY     - Date     Condition        Report By
 ML0249  HISTORY     - 1935     MONUMENTED       CGS
 ML0249  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0249
 ML0249                          STATION DESCRIPTION
 ML0249
 ML0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0249'2.4 MI S FROM BELGRADE.
 ML0249'2.4 MILES SOUTH OF BELGRADE.  ALONG THE UNION PACIFIC RAILWAY
 ML0249'BETWEEN CEDAR RAPIDS AND CENTRAL CITY, WHERE STATE HIGHWAY NO.
 ML0249'52 CROSSES THE TRACKS, ABOUT 273 FEET SOUTHWEST OF RAILROAD
 ML0249'CROSSING, 48.4 FEET WEST OF THE WEST RAIL, 3.4 FEET WEST OF
 ML0249'FENCE.
 ML0249
 ML0249                          STATION RECOVERY (1954)
 ML0249
 ML0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0105 ***********************************************************************
 LG0105  DESIGNATION -  H 88
 LG0105  PID         -  LG0105
 LG0105  STATE/COUNTY-  NE/CASS
 LG0105  USGS QUAD   -  AVOCA (1966)
 LG0105
 LG0105                         *CURRENT SURVEY CONTROL
 LG0105  ___________________________________________________________________
 LG0105* NAD 83(1986)-  40 51 31.     (N)    096 04 48.     (W)     SCALED    
 LG0105* NAVD 88     -       318.184  (meters)    1043.91   (feet)  ADJUSTED  
 LG0105  ___________________________________________________________________
 LG0105  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 LG0105  DYNAMIC HT  -         318.047 (meters)    1043.46  (feet)  COMP
 LG0105  MODELED GRAV-     980,183.9   (mgal)                       NAVD 88
 LG0105
 LG0105  VERT ORDER  -  SECOND    CLASS 0
 LG0105
 LG0105.The horizontal coordinates were scaled from a topographic map and have
 LG0105.an estimated accuracy of +/- 6 seconds.
 LG0105
 LG0105.The orthometric height was determined by differential leveling
 LG0105.and adjusted by the National Geodetic Survey in June 1991..
 LG0105
 LG0105.The geoid height was determined by GEOID03.
 LG0105
 LG0105.The dynamic height is computed by dividing the NAVD 88
 LG0105.geopotential number by the normal gravity value computed on the
 LG0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0105.degrees latitude (g = 980.6199 gals.).
 LG0105
 LG0105.The modeled gravity was interpolated from observed gravity values.
 LG0105
 LG0105;                    North         East    Units  Estimated Accuracy
 LG0105;SPC NE       -   121,320.      830,310.      MT  (+/- 180 meters Scaled)
 LG0105
 LG0105                          SUPERSEDED SURVEY CONTROL
 LG0105
 LG0105  NGVD 29 (??/??/92)  318.093  (m)         1043.61   (f) ADJ UNCH    2 0
 LG0105
 LG0105.Superseded values are not recommended for survey control.
 LG0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0105.See file dsdata.txt to determine how the superseded data were derived.
 LG0105
 LG0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL461271(NAD 83)
 LG0105_MARKER: DB = BENCH MARK DISK
 LG0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0105_STAMPING: H 88 1935
 LG0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0105+STABILITY: SURFACE MOTION
 LG0105
 LG0105  HISTORY     - Date     Condition        Report By
 LG0105  HISTORY     - 1935     MONUMENTED       CGS
 LG0105  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0105
 LG0105                          STATION DESCRIPTION
 LG0105
 LG0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0105'4 MI E FROM WEEPING WATER.
 LG0105'4.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0105'STATION AT WEEPING WATER, CASS COUNTY, 0.3 MILE WEST OF A
 LG0105'FARMHOUSE, 78.5 FEET SOUTH OF MILEPOST 457, 39.8 FEET SOUTH OF
 LG0105'THE SOUTH RAIL, AND 15.4 FEET NORTH OF A FENCE.  A STANDARD
 LG0105'DISK, STAMPED H 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0105'NOTE-- THERE IS NOW A LARGE DITCH PARALLELING THE TRACK ON THE
 LG0105'SOUTH SIDE, OPPOSITE MILEPOST 457.
 LG0105
 LG0105                          STATION RECOVERY (1964)
 LG0105
 LG0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0483 ***********************************************************************
 MM0483  DESIGNATION -  HACK
 MM0483  PID         -  MM0483
 MM0483  STATE/COUNTY-  NE/GRANT
 MM0483  USGS QUAD   -  MIDDLE VALLEY (1985)
 MM0483
 MM0483                         *CURRENT SURVEY CONTROL
 MM0483  ___________________________________________________________________
 MM0483* NAD 83(1995)-  41 48 15.32565(N)    101 34 13.09749(W)     ADJUSTED  
 MM0483* NAVD 88     -      1189.     (meters)    3901.     (feet)  SCALED    
 MM0483  ___________________________________________________________________
 MM0483  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 MM0483  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 MM0483
 MM0483  HORZ ORDER  -  SECOND
 MM0483
 MM0483.The horizontal coordinates were established by classical geodetic methods
 MM0483.and adjusted by the National Geodetic Survey in August 1997..
 MM0483
 MM0483.The orthometric height was scaled from a topographic map.
 MM0483
 MM0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0483
 MM0483.The geoid height was determined by GEOID03.
 MM0483
 MM0483;                    North         East     Units Scale Factor Converg.
 MM0483;SPC NE       -   220,008.126   369,551.051   MT  0.99967212   -1 02 26.3
 MM0483;UTM  14      - 4,631,237.192   286,474.243   MT  1.00016108   -1 42 50.3
 MM0483
 MM0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0483!SPC NE       -   0.99981660  x   0.99967212  =   0.99948878
 MM0483!UTM  14      -   0.99981660  x   1.00016108  =   0.99997765
 MM0483
 MM0483|---------------------------------------------------------------------|
 MM0483| PID    Reference Object                     Distance      Geod. Az  |
 MM0483|                                                           dddmmss.s |
 MM0483| CP8155 HACK RM 1                            13.843 METERS 04339     |
 MM0483| CP8156 HACK RM 2                            15.754 METERS 15806     |
 MM0483| CP8154 HACK AZ MK                                         3304922.9 |
 MM0483|---------------------------------------------------------------------|
 MM0483
 MM0483                          SUPERSEDED SURVEY CONTROL
 MM0483
 MM0483  NAD 83(1986)-  41 48 15.32540(N)    101 34 13.10188(W) AD(       ) 2
 MM0483  NAD 27      -  41 48 15.36800(N)    101 34 11.47700(W) AD(       ) 2
 MM0483
 MM0483.Superseded values are not recommended for survey control.
 MM0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0483.See file dsdata.txt to determine how the superseded data were derived.
 MM0483
 MM0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM8647431237(NAD 83)
 MM0483_MARKER: DS = TRIANGULATION STATION DISK
 MM0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0483
 MM0483  HISTORY     - Date     Condition        Report By
 MM0483  HISTORY     - 1946     MONUMENTED       CGS
 MM0483
 MM0483                          STATION DESCRIPTION
 MM0483
 MM0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0483'LOCATED ABOUT 17 MILES, AIRLINE, SOUTHEAST OF HYANNIS, ON A
 MM0483'PROMINENT GRASS-COVERED SAND HILL.  IT IS 10 FEET NORTHEAST
 MM0483'OF A 4-INCH SQUARE, WOODEN WITNESS POST PROJECTING 3 FEET.
 MM0483'IT IS STAMPED HACK 1946 AND PROJECTS 1 FOOT.
 MM0483'
 MM0483'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 MM0483'AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS STAMPED HACK
 MM0483'NO 1 1946 AND PROJECTS 10 INCHES.
 MM0483'
 MM0483'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND
 MM0483'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS STAMPED HACK NO. 2
 MM0483'1946 AND PROJECTS 10 INCHES.
 MM0483'
 MM0483'AZIMUTH MARK IS 0.05 MILE EAST OF A TRACK ROAD AND 210 FEET SOUTH
 MM0483'OF A WINDMILL AND STOCK TANK.  IT IS STAMPED HACK 1946 AND
 MM0483'PROJECTS 8 INCHES.
 MM0483'
 MM0483'REACHED FROM THE BANK IN HYANNIS--GO EAST ON STATE HIGHWAY 2
 MM0483'FOR 1.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 3.9
 MM0483'MILES TO A FORK.  TAKE RIGHT FORK AND GO 3.15 MILES TO A NARROW
 MM0483'FORK.  TAKE RIGHT FORK AND GO 6.9 MILES TO A FORK.  TAKE LEFT
 MM0483'FORK AND GO 0.55 MILE TO A FORK.  TAKE LEFT FORK AND GO 3.60
 MM0483'MILES TO A RANCH.  JUST AFTER PASSING THE BIG, WHITE BARN ON THE
 MM0483'RIGHT, TURN RIGHT AND FOLLOW ROAD SOUTH ACROSS VALLEY FOR 0.9
 MM0483'MILE TO A DIM FORK.  TAKE RIGHT FORK AND GO 0.75 MILE
 MM0483'SOUTHERLY OVER A RIDGE TO A FORK.  TAKE RIGHT FORK AND GO 0.4
 MM0483'MILE TO A CATTLE GUARD.  PASS THROUGH CATTLE GUARD AND GO
 MM0483'0.1 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.45 MILE TO A
 MM0483'FORK.  TAKE RIGHT FORK AND GO 0.15 MILE TO A WIRE GATE, ABOUT
 MM0483'0.2 MILE BEFORE REACHING A SMALL RANCH.  PASS THROUGH GATE
 MM0483'AND CONTINUE ON TRACK ROAD FOR 3.00 MILES TO A FORK.
 MM0483'TAKE LEFT FORK AND GO 1.6 MILES TO A GATE IN A FENCE CORNER*.
 MM0483'PASS THROUGH GATE AND GO 1.0 MILE, SOUTHEASTERLY, TO THE
 MM0483'HIGHEST POINT OF THE HILL AND THE STATION AS DESCRIBED.
 MM0483'
 MM0483'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON TRACK
 MM0483'ROAD FOR 0.05 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 MM0483'CONTINUE ON TRACK ROAD FOR 0.7 MILE TO A REVERSE Y JUST BEFORE
 MM0483'REACHING A FENCE LINE.  TURN SHARP LEFT ON DIM TRACK ROAD AND
 MM0483'GO 0.5 MILE.  HERE, TURN RIGHT AND GO 0.05 MILE TO THE WINDMILL
 MM0483'AND THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0440 ***********************************************************************
 MM0440  DESIGNATION -  HACKBERRY
 MM0440  PID         -  MM0440
 MM0440  STATE/COUNTY-  NE/HOOKER
 MM0440  USGS QUAD   -  SHIMMINS LAKE SE (1985)
 MM0440
 MM0440                         *CURRENT SURVEY CONTROL
 MM0440  ___________________________________________________________________
 MM0440* NAD 83(1995)-  41 52 16.06539(N)    100 52 26.09134(W)     ADJUSTED  
 MM0440* NAVD 88     -      1060.6    (meters)    3480.     (feet)  VERTCON   
 MM0440  ___________________________________________________________________
 MM0440  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 MM0440  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 MM0440
 MM0440  HORZ ORDER  -  FIRST
 MM0440
 MM0440.The horizontal coordinates were established by classical geodetic methods
 MM0440.and adjusted by the National Geodetic Survey in August 1997..
 MM0440
 MM0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0440
 MM0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0440
 MM0440.The geoid height was determined by GEOID03.
 MM0440
 MM0440;                    North         East     Units Scale Factor Converg.
 MM0440;SPC NE       -   226,615.085   427,474.165   MT  0.99967887   -0 34 44.9
 MM0440;UTM  14      - 4,637,165.706   344,491.066   MT  0.99989758   -1 15 03.6
 MM0440
 MM0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0440!SPC NE       -   0.99983699  x   0.99967887  =   0.99951591
 MM0440!UTM  14      -   0.99983699  x   0.99989758  =   0.99973459
 MM0440
 MM0440|---------------------------------------------------------------------|
 MM0440| PID    Reference Object                     Distance      Geod. Az  |
 MM0440|                                                           dddmmss.s |
 MM0440| CN8686 HACKBERRY RM 1                       22.052 METERS 07902     |
 MM0440| CN8687 HACKBERRY RM 2 AZIMUTH                             1095334.6 |
 MM0440| CN8688 HACKBERRY RM 3                       55.779 METERS 33425     |
 MM0440|---------------------------------------------------------------------|
 MM0440
 MM0440                          SUPERSEDED SURVEY CONTROL
 MM0440
 MM0440  NAD 83(1986)-  41 52 16.06630(N)    100 52 26.09827(W) AD(       ) 1
 MM0440  NAD 27      -  41 52 16.08100(N)    100 52 24.55300(W) AD(       ) 1
 MM0440  NGVD 29 (07/19/86) 1060.3    (m)         3479.     (f) VERT ANG       
 MM0440
 MM0440.Superseded values are not recommended for survey control.
 MM0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0440.See file dsdata.txt to determine how the superseded data were derived.
 MM0440
 MM0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM4449137166(NAD 83)
 MM0440_MARKER: DS = TRIANGULATION STATION DISK
 MM0440_SETTING: 0 = UNSPECIFIED SETTING
 MM0440
 MM0440  HISTORY     - Date     Condition        Report By
 MM0440  HISTORY     - 1933     MONUMENTED       CGS
 MM0440
 MM0440                          STATION DESCRIPTION
 MM0440
 MM0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WTP)
 MM0440'STATION IS ON SUMMIT OF SHARP RIDGE FORMING PEAK OF VERY UNSTABLE
 MM0440'SAND HILL, ABOUT 55 YARDS NORTH OF EAST-AND-WEST FENCE, IN
 MM0440'SOUTH EDGE OF SEC. 14, T. 22 N., R. 31 W., ON LAND SAID TO
 MM0440'BELONG TO BILLS AND KLINE OF GRAND ISLAND.  STATION IS A CAST-IRON
 MM0440'PIPE FILLED WITH CONCRETE WITH BRONZE PLATE IN TOP.  REFERENCE
 MM0440'MARK NO. 1 IS SOUTHEAST OF STATION.  IT IS A CAST-IRON PIPE.
 MM0440'
 MM0440'REFERENCE MARK NO. 3 IS NORTH OF STATION.  IT IS A CAST-IRON
 MM0440'PIPE.
 MM0440'
 MM0440'AZIMUTH MARK (R.M. NO. 2) IS A CONCRETE MARK WITH STANDARD
 MM0440'BRONZE PLATE AND IS EAST-SOUTHEAST OF STATION.  IT IS ON LEFT
 MM0440'SIDE OF ROAD GOING TO STATION.
 MM0440'
 MM0440'STATION IS REACHED FROM MULLEN BY GOING EAST ON HIGHWAY TO
 MM0440'SENECA.  GO SOUTH ON MAIN ROAD 12.3 MILES TO FORK.  TURN
 MM0440'RIGHT 1.05 MILE AND TAKE RIGHT FORK.  GO 1.6 MILES TO FENCE.
 MM0440'LEAVE CAR AND GO IN A NORTHWESTERLY DIRECTION ABOUT 1 MILE TO
 MM0440'HIGHEST POINT AND STATION.
 MM0440'
 MM0440'HEIGHT OF LIGHT ABOVE STATION MARK - 0.6 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0420 ***********************************************************************
 NO0420  DESIGNATION -  HACKBERRY
 NO0420  PID         -  NO0420
 NO0420  STATE/COUNTY-  NE/CHERRY
 NO0420  USGS QUAD   -  BROWNLEE (1985)
 NO0420
 NO0420                         *CURRENT SURVEY CONTROL
 NO0420  ___________________________________________________________________
 NO0420* NAD 83(1995)-  42 16 12.76237(N)    100 34 23.34706(W)     ADJUSTED  
 NO0420* NAVD 88     -      1219.     (meters)    3999.     (feet)  SCALED    
 NO0420  ___________________________________________________________________
 NO0420  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 NO0420  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 NO0420
 NO0420  HORZ ORDER  -  FIRST
 NO0420
 NO0420.The horizontal coordinates were established by classical geodetic methods
 NO0420.and adjusted by the National Geodetic Survey in August 1997..
 NO0420
 NO0420.The orthometric height was scaled from a topographic map.
 NO0420
 NO0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0420
 NO0420.The geoid height was determined by GEOID03.
 NO0420
 NO0420;                    North         East     Units Scale Factor Converg.
 NO0420;SPC NE       -   270,720.288   452,727.632   MT  0.99974757   -0 22 47.4
 NO0420;UTM  14      - 4,680,976.364   370,266.356   MT  0.99980709   -1 03 29.9
 NO0420
 NO0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0420!SPC NE       -   0.99981218  x   0.99974757  =   0.99955980
 NO0420!UTM  14      -   0.99981218  x   0.99980709  =   0.99961931
 NO0420
 NO0420:                Primary Azimuth Mark                     Grid Az
 NO0420:SPC NE       -  HACKBERRY AZ MK                          058 22 56.0
 NO0420:UTM  14      -  HACKBERRY AZ MK                          059 03 38.5
 NO0420
 NO0420|---------------------------------------------------------------------|
 NO0420| PID    Reference Object                     Distance      Geod. Az  |
 NO0420|                                                           dddmmss.s |
 NO0420| CO3200 HACKBERRY AZ MK                                    0580008.6 |
 NO0420| CO3201 HACKBERRY RM 1                        9.451 METERS 32328     |
 NO0420| CO3202 HACKBERRY RM 2                       19.602 METERS 32338     |
 NO0420|---------------------------------------------------------------------|
 NO0420
 NO0420                          SUPERSEDED SURVEY CONTROL
 NO0420
 NO0420  NAD 83(1986)-  42 16 12.76304(N)    100 34 23.35248(W) AD(       ) 1
 NO0420  NAD 27      -  42 16 12.76900(N)    100 34 21.86100(W) AD(       ) 1
 NO0420
 NO0420.Superseded values are not recommended for survey control.
 NO0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0420.See file dsdata.txt to determine how the superseded data were derived.
 NO0420
 NO0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7026680976(NAD 83)
 NO0420_MARKER: DS = TRIANGULATION STATION DISK
 NO0420_SETTING: 0 = UNSPECIFIED SETTING
 NO0420
 NO0420  HISTORY     - Date     Condition        Report By
 NO0420  HISTORY     - 1949     MONUMENTED       CGS
 NO0420
 NO0420                          STATION DESCRIPTION
 NO0420
 NO0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0420'THE STATION IS LOCATED ABOUT 2.5 MILES EAST AND 1.0 MILE SOUTH
 NO0420'OF BROWNLEE, 2.0 MILES WEST OF U.S. HIGHWAY NO. 83, AND 0.2 MILE
 NO0420'SOUTH OF THE NORTH LOUP RIVER.  IT IS ON THE SUMMIT OF A PROMINENT
 NO0420'POINT OF A HIGH SAND HILL, LOCALLY KNOWN AS HACKBERRY POINT.
 NO0420'IT IS IN THE CENTER OF A STRIP OF GRASS LAND THAT IS 10 FEET WIDE
 NO0420'AND RUNS NORTHWEST AND SOUTHEAST BETWEEN TWO LARGE BLOWOUTS.
 NO0420'THE DISK IS CEMENTED IN THE TOP OF A 4 INCH CAST IRON PIPE THAT
 NO0420'PROJECTS 10 INCHES, AND IS STAMPED, HACKBERRY 1949.
 NO0420'
 NO0420'REFERENCE MARK NO. 1 IS ON THE NORTHWEST SLOPE OF THE HILL AND
 NO0420'IS ABOUT 5.0 FEET BELOW THE ELEVATION OF THE STATION.  THE DISK
 NO0420'IS CEMENTED IN THE TOP OF A 4 INCH CAST IRON PIPE THAT PROJECTS
 NO0420'4 INCHES.  IT IS STAMPED, HACKBERRY NO 1 1949.
 NO0420'
 NO0420'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE HILL AND IS
 NO0420'ABOUT 10.0 FEET BELOW THE ELEVATION OF THE STATION.  THE DISK
 NO0420'IS CEMENTED IN THE TOP OF A 4 INCH CAST IRON PIPE THAT PROJECTS
 NO0420'10 INCHES.  IT IS STAMPED, HACKBERRY NO 2 1949.
 NO0420'
 NO0420'AZIMUTH MARK IS 0.3 MILE NORTH OF THE NORTH LOUP RIVER, 0.1
 NO0420'MILE SOUTH OF THE BROWNLEE ROAD, 99.0 FEET WEST OF THE CENTER OF
 NO0420'U.S. HIGHWAY NO. 83, 47.0 FEET NORTH-NORTHWEST OF A WELL PUMP,
 NO0420'AND 1.0 FOOT SOUTH OF THE SOUTHWEST CORNER OF A SCHOOL HOUSE.
 NO0420'IT PROJECTS 2 INCHES AND IS STAMPED, HACKBERRY 1949.
 NO0420'
 NO0420'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NO0420'AND U.S. HIGHWAY NO. 83, 5.5 MILES SOUTHEAST OF VALENTINE, GO
 NO0420'SOUTHWEST AND SOUTH ON U.S. HIGHWAY NO. 83 FOR 37.4 MILES TO THE
 NO0420'BROWNLEE ROAD RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY NO. 83 FOR 0.1
 NO0420'MILE TO A SCHOOL HOUSE AND THE AZIMUTH MARK ON THE RIGHT AS
 NO0420'DESCRIBED, CONTINUE SOUTH ON HIGHWAY FOR 1.9 MILES TO A RANCH
 NO0420'ROAD RIGHT AND A SIGN, A.P. MILES AND SON, TURN RIGHT ON RANCH
 NO0420'ROAD AND GO 0.9 MILE TO RANCH HOME, GO THROUGH A WIRE GATE,
 NO0420'NORTH OF RANCH HOUSE, INTO A BARN YARD TURN LEFT AND GO WEST 200
 NO0420'FEET TO A GATE AT THE SOUTHWEST CORNER OF A BARN, PASS THROUGH
 NO0420'GATE AND GO WEST ON TRACK ROAD FOR 0.55 MILE TO A WIRE GATE, PASS
 NO0420'THROUGH GATE AND GO WEST-NORTHWEST UP-HILL FOR 0.4 MILE
 NO0420'TO AN EAST-WEST FENCE, GO THROUGH FENCE AND CONTINUE
 NO0420'NORTH-NORTHWEST FOR 0.4 MILE TO THE BASE OF THE HILL AND END
 NO0420'OF TRUCK TRAVEL, PACK UP SOUTH SLOPE OF HILL FOR ABOUT 300
 NO0420'FEET TO THE SUMMIT AND THE STATION.
 NO0420'
 NO0420'A 4 FOOT SIGNAL AT KELLER, LOSH, SHANLEY (USGS) ROBINSON 1933,
 NO0420'BROWNLEE, DANIELS 1933, AND B.M. S 12 (USGS) ARE VISIBLE AT 4
 NO0420'FEET.
 NO0420'
 NO0420'A 100 FOOT SIGNAL AT CHERRY S BASE, CHERRY N BASE, AND REFUGE
 NO0420'ARE VISIBLE AT 4 FEET.
 NO0420'
 NO0420'A 74 FOOT SIGNAL AT HANNA IS VISIBLE AT 4 FEET.
 NO0420'
 NO0420'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1747 ***********************************************************************
 NM1747  DESIGNATION -  HAHNE
 NM1747  PID         -  NM1747
 NM1747  STATE/COUNTY-  NE/CEDAR
 NM1747  USGS QUAD   -  COLERIDGE (1968)
 NM1747
 NM1747                         *CURRENT SURVEY CONTROL
 NM1747  ___________________________________________________________________
 NM1747* NAD 83(1995)-  42 35 00.24198(N)    097 09 54.41106(W)     ADJUSTED  
 NM1747* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 NM1747  ___________________________________________________________________
 NM1747  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 NM1747  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 NM1747
 NM1747  HORZ ORDER  -  FIRST
 NM1747
 NM1747.The horizontal coordinates were established by classical geodetic methods
 NM1747.and adjusted by the National Geodetic Survey in August 1997..
 NM1747
 NM1747.The orthometric height was scaled from a topographic map.
 NM1747
 NM1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1747
 NM1747.The geoid height was determined by GEOID03.
 NM1747
 NM1747;                    North         East     Units Scale Factor Converg.
 NM1747;SPC NE       -   309,160.040   732,634.968   MT  0.99983574   +1 52 43.2
 NM1747;UTM  14      - 4,716,185.512   650,567.165   MT  0.99987892   +1 14 30.6
 NM1747
 NM1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1747!SPC NE       -   0.99992915  x   0.99983574  =   0.99976490
 NM1747!UTM  14      -   0.99992915  x   0.99987892  =   0.99980808
 NM1747
 NM1747|---------------------------------------------------------------------|
 NM1747| PID    Reference Object                     Distance      Geod. Az  |
 NM1747|                                                           dddmmss.s |
 NM1747| CO3205 HAHNE RM 1                           53.198 METERS 04639     |
 NM1747| NM1748 COLERIDGE MUNICIPAL TANK            APPROX. 9.4 KM 2023347.6 |
 NM1747| CO3203 HAHNE AZ MK                                        2090549.5 |
 NM1747| CO3204 HAHNE AZ MK RESET                                  2431057.7 |
 NM1747| NM1749 HARTINGTON MUNICIPAL TANK           APPROX. 9.9 KM 2943715.4 |
 NM1747| CO3206 HAHNE RM 2                           58.424 METERS 31346     |
 NM1747|---------------------------------------------------------------------|
 NM1747
 NM1747                          SUPERSEDED SURVEY CONTROL
 NM1747
 NM1747  NAD 83(1986)-  42 35 00.24816(N)    097 09 54.40398(W) AD(       ) 1
 NM1747  NAD 27      -  42 35 00.25000(N)    097 09 53.22100(W) AD(       ) 1
 NM1747
 NM1747.Superseded values are not recommended for survey control.
 NM1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1747.See file dsdata.txt to determine how the superseded data were derived.
 NM1747
 NM1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN5056716186(NAD 83)
 NM1747_MARKER: DS = TRIANGULATION STATION DISK
 NM1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1747_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1747
 NM1747  HISTORY     - Date     Condition        Report By
 NM1747  HISTORY     - 1935     MONUMENTED       CGS
 NM1747  HISTORY     - 1940     GOOD             CGS
 NM1747  HISTORY     - 1956     GOOD             CGS
 NM1747
 NM1747                          STATION DESCRIPTION
 NM1747
 NM1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1747'STATION IS ABOUT 6 MILES SOUTHEAST OF HARTINGTON, 5 MILES
 NM1747'NORTH-NORTHEAST OF COLERIDGE, ON A LARGE FLAT-TOPPED RIDGE,
 NM1747'ON THE SOUTH SIDE OF THE ROAD, IN A CULTIVATED FIELD, IN THE
 NM1747'NORTHWEST QUARTER SEC. 14, T. 30 N., R. 2 E.
 NM1747'
 NM1747'TO REACH FROM COURTHOUSE IN HARTINGTON, GO EAST ON STATE
 NM1747'HIGHWAY 15 FOR 0.75 MILE, THEN RIGHT (SOUTH) 0.5 MILE, THENCE
 NM1747'LEFT (EAST) LEAVING STATE HIGHWAY 15, AND GO 4.0 MILES, TURN
 NM1747'RIGHT (SOUTH) FOR 2.0 MILES, THENCE LEFT (EAST) FOR 0.35 MILE TO
 NM1747'TOP OF RIDGE, AND STATION ON RIGHT (SOUTH).  SURFACE MARK
 NM1747'IS 14 INCHES BELOW SURFACE, 124 FEET SOUTH OF EAST-WEST FENCE
 NM1747'LINE, AND 149 FEET SOUTH OF CENTERLINE OF DIRT ROAD.
 NM1747'
 NM1747'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF EAST-WEST FENCE LINE,
 NM1747'25 FEET SOUTH OF CENTERLINE OF DIRT ROAD, AND PROJECTS 8
 NM1747'INCHES.
 NM1747'
 NM1747'REFERENCE MARK NO. 2 IS 3 FEET NORTH OF EAST-WEST FENCE LINE,
 NM1747'25 FEET SOUTH OF CENTERLINE OF DIRT ROAD, AND PROJECTS 8
 NM1747'INCHES.
 NM1747'
 NM1747'AZIMUTH MARK IS REACHED BY GOING 0.35 MILE WEST, THENCE LEFT
 NM1747'(SOUTH) 0.7 MILE TO MARK ON LEFT (EAST).  MARK IS 25 FEET EAST
 NM1747'OF CENTERLINE OF DIRT ROAD, ON CREST OF RISE FROM 50-FOOT
 NM1747'RAVINE, PROJECTS 8 INCHES.
 NM1747'
 NM1747'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NM1747
 NM1747                          STATION RECOVERY (1940)
 NM1747
 NM1747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1747'STATION RECOVERED AS DESCRIBED BY C.I.A. IN 1935.  ALL MARKS
 NM1747'FOUND IN GOOD CONDITION.  MEASUREMENTS AND DIRECTIONS CHECK.
 NM1747'
 NM1747'DESCRIPTION GOOD AND ADEQUATE.
 NM1747'
 NM1747'THERE IS A WHITE REFERENCE POST 18 FEET SOUTHWEST OF REFERENCE
 NM1747'MARK NO. 2, AND ALSO A WHITE REFERENCE POST 2 FEET NORTH OF
 NM1747'THE AZIMUTH MARK.
 NM1747
 NM1747                          STATION RECOVERY (1956)
 NM1747
 NM1747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 NM1747'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1747'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK BY CEDAR COUNTY
 NM1747'WILL DESTROY THE AZIMUTH MARK WHICH WAS NOT USED IN MEASURING
 NM1747'ANGLES BECAUSE A SHELTER BELT OF TREES NEAR THE AZIMUTH
 NM1747'MARK WOULD REQUIRE A 15-FOOT TARGET AT THE AZIMUTH MARK
 NM1747'TO SEE IT FROM THE STATION.  THE AZIMUTH MARK WAS MOVED.  A
 NM1747'COMPLETE DESCRIPTION FOLLOWS.
 NM1747'
 NM1747'STATION IS LOCATED ABOUT 5 AND 1/2 MILES EAST-SOUTHEAST
 NM1747'OF HARTINGTON AND 5 MILES NORTH-NORTHEAST OF COLERIDGE ON A
 NM1747'LARGE FLAT-TOPPED RIDGE AND ON THE SOUTH SIDE OF A GRADED
 NM1747'ROAD IN A CULTIVATED FIELD, IN THE NW 1/4 OF SEC. 14, T.
 NM1747'30 N., R. 2 E., 155 FEET SOUTH OF THE CENTER OF GRAVEL ROAD,
 NM1747'124 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 18 FEET
 NM1747'EAST OF A NORTH-SOUTH FENCE.  THE MARK IS 14 INCHES BELOW
 NM1747'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED HAHNE 1935.
 NM1747'
 NM1747'REFERENCE MARK NO. 1 IS 174.53 FEET (53.198 METERS) NORTHEAST
 NM1747'OF THE STATION, 140 FEET EAST OF A T-FENCE INTERSECTION, 30
 NM1747'FEET SOUTH OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT NORTH OF
 NM1747'THE SOUTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES AND
 NM1747'THE DISK IS STAMPED HAHNE NO 1 1935.
 NM1747'
 NM1747'REFERENCE MARK NO. 2 IS 191.69 FEET (58.424 METERS) NORTHWEST
 NM1747'OF THE STATION, 126 FEET WEST OF A T-FENCE INTERSECTION, 29
 NM1747'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET NORTH OF
 NM1747'FENCE, AND 1.5 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 NM1747'PROJECTS 6 INCHES AND THE DISK IS STAMPED HAHNE NO 2 1935.
 NM1747'
 NM1747'AZIMUTH MARK (RESET) IS 0.4 MILE WEST-SOUTHWEST OF THE STATION
 NM1747'IN THE SOUTHEAST CORNER OF ELMER HANSONS FARMYARD, 52 FEET
 NM1747'WEST OF THE CENTER OF GRAVEL ROAD, 18 FEET WEST OF A FENCE
 NM1747'CORNER, AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 8
 NM1747'INCHES AND THE DISK IS STAMPED HAHNE 1935 RESET 1956.
 NM1747'
 NM1747'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 NM1747'SQUARE IN HARTINGTON, GO EAST ON STATE HIGHWAY 84 FOR 0.75 MILE.
 NM1747'TURN RIGHT AND GO SOUTH ON THE SAME HIGHWAY FOR 0.5 MILE.  TURN
 NM1747'LEFT AND GO EAST ON STATE HIGHWAY 84 FOR 4.0 MILES.  TURN RIGHT
 NM1747'AND GO SOUTH ON GRAVEL ROAD FOR 2.0 MILES TO CROSSROADS.
 NM1747'(AZIMUTH MARK IS 0.2 MILE SOUTH AT MR. HANSONS FARM.) TURN
 NM1747'LEFT AND GO EAST ON GRAVEL ROAD FOR 0.35 MILE TO A T-FENCE
 NM1747'INTERSECTION ON THE SOUTH SIDE OF ROAD AND THE STATION AS
 NM1747'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0501 ***********************************************************************
 LJ0501  DESIGNATION -  HAIGLER
 LJ0501  PID         -  LJ0501
 LJ0501  STATE/COUNTY-  NE/DUNDY
 LJ0501  USGS QUAD   -  ROCK CREEK LAKE (1961)
 LJ0501
 LJ0501                         *CURRENT SURVEY CONTROL
 LJ0501  ___________________________________________________________________
 LJ0501* NAD 83(1995)-  40 00 13.62949(N)    101 51 54.88708(W)     ADJUSTED  
 LJ0501* NAVD 88     -      1044.63   (+/-2cm)    3427.3    (feet)  VERTCON   
 LJ0501  ___________________________________________________________________
 LJ0501  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 LJ0501  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 LJ0501
 LJ0501  HORZ ORDER  -  SECOND
 LJ0501  VERT ORDER  -  THIRD ? (See Below)
 LJ0501
 LJ0501.The horizontal coordinates were established by classical geodetic methods
 LJ0501.and adjusted by the National Geodetic Survey in August 1997..
 LJ0501
 LJ0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0501.The vertical order pertains to the NGVD 29 superseded value.
 LJ0501
 LJ0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0501
 LJ0501.The geoid height was determined by GEOID03.
 LJ0501
 LJ0501;                    North         East     Units Scale Factor Converg.
 LJ0501;SPC NE       -    20,644.588   340,740.839   MT  0.99999829   -1 14 09.9
 LJ0501;SPC KS N     -   192,493.349    70,035.886   MT  1.00004320   -2 26 44.2
 LJ0501;UTM  14      - 4,432,110.497   255,419.044   MT  1.00033648   -1 50 34.1
 LJ0501
 LJ0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0501!SPC NE       -   0.99983973  x   0.99999829  =   0.99983802
 LJ0501!SPC KS N     -   0.99983973  x   1.00004320  =   0.99988292
 LJ0501!UTM  14      -   0.99983973  x   1.00033648  =   1.00017615
 LJ0501
 LJ0501|---------------------------------------------------------------------|
 LJ0501| PID    Reference Object                     Distance      Geod. Az  |
 LJ0501|                                                           dddmmss.s |
 LJ0501| CP8161 HAIGLER RM 1                         90.541 METERS 18852     |
 LJ0501| LJ0502 HAIGLER MUNICIPAL STANDPIPE         APPROX. 6.3 KM 2741616.1 |
 LJ0501| CP8160 HAIGLER AZ MK                                      3134534.2 |
 LJ0501| CP8162 HAIGLER RM 2                         26.167 METERS 32011     |
 LJ0501|---------------------------------------------------------------------|
 LJ0501
 LJ0501                          SUPERSEDED SURVEY CONTROL
 LJ0501
 LJ0501  NAD 83(1986)-  40 00 13.62888(N)    101 51 54.88681(W) AD(       ) 2
 LJ0501  NAD 27      -  40 00 13.65900(N)    101 51 53.24600(W) AD(       ) 2
 LJ0501  NGVD 29 (07/19/86) 1044.18   (m)         3425.8    (f) LEVELING    3  
 LJ0501
 LJ0501.Superseded values are not recommended for survey control.
 LJ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0501.See file dsdata.txt to determine how the superseded data were derived.
 LJ0501
 LJ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK5541932110(NAD 83)
 LJ0501_MARKER: DS = TRIANGULATION STATION DISK
 LJ0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0501
 LJ0501  HISTORY     - Date     Condition        Report By
 LJ0501  HISTORY     - 1933     MONUMENTED       CGS
 LJ0501  HISTORY     - 1959     SEE DESCRIPTION  USGS
 LJ0501
 LJ0501                          STATION DESCRIPTION
 LJ0501
 LJ0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0501'THE STATION IS LOCATED ABOUT 4 MILES E OF HAIGLER AND 8 MILES
 LJ0501'WSW OF PARKS.  THE MARK PROJECTS 2 INCHES AND IS ON A SMALL
 LJ0501'HILL ABOUT 125 YARDS NE OF A WHITE HOUSE WHICH IS JUST S OF
 LJ0501'THE KANSAS-NEBRASKA LINE, AND IS 13.5 FEET S OF AN E AND W
 LJ0501'FENCE AND 18 YARDS W OF THE E EDGE OF THE HILL.
 LJ0501'
 LJ0501'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0501'BRONZE DISKS SET IN CONCRETE.
 LJ0501'
 LJ0501'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND, SSW OF THE STATION.
 LJ0501'IT IS SET APPROXIMATELY ON THE STATE LINE AND IS 41.5 FEET
 LJ0501'S OF AN E AND W FENCE, 53 FEET E OF A N AND S FENCE, AND 120.5
 LJ0501'FEET ENE OF THE NE CORNER OF THE WHITE HOUSE.
 LJ0501'
 LJ0501'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND, NNW OF THE
 LJ0501'STATION, 18 YARDS W OF THE E EDGE OF THE HILL, 46.5 FEET N OF
 LJ0501'AN E AND W FENCE AND 65 YARDS E OF THE CENTER LINE OF THE
 LJ0501'ROAD LEADING TO THE HOUSE.
 LJ0501'
 LJ0501'AZIMUTH MARK PROJECTS 2 INCHES AND IS NW OF THE STATION AND
 LJ0501'1.5 FEET S OF AN E AND W FENCE, AND 24 YARDS W OF THE CENTER
 LJ0501'LINE OF ROAD AT GATE.
 LJ0501'
 LJ0501'TO REACH THE STATION FROM HAIGLER GO 3.3 MILES E ON HIGHWAY
 LJ0501'3, TO A CROSSROADS.  GO S ON DIRT ROAD 1.3 MILES TO A GATE,
 LJ0501'GO THROUGH GATE, AND CONTINUE 0.2 MILE TO WHITE HOUSE, THEN
 LJ0501'MAKE U-TURN TO THE LEFT AND GO 125 YARDS NE UP HILL TO STATION.
 LJ0501'
 LJ0501'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 LJ0501
 LJ0501                          STATION RECOVERY (1959)
 LJ0501
 LJ0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0501'PIECES OF POST FOR REFERENCE MARK 1 WAS FOUND LYING AT SITE
 LJ0501'ABOUT 300 FEET SOUTH OF STATION MARK.  THE TABLET WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0502 ***********************************************************************
 LJ0502  DESIGNATION -  HAIGLER MUNICIPAL STANDPIPE
 LJ0502  PID         -  LJ0502
 LJ0502  STATE/COUNTY-  NE/DUNDY
 LJ0502  USGS QUAD   -  HAIGLER (1961)
 LJ0502
 LJ0502                         *CURRENT SURVEY CONTROL
 LJ0502  ___________________________________________________________________
 LJ0502* NAD 83(1995)-  40 00 28.80735(N)    101 56 20.64191(W)     ADJUSTED  
 LJ0502* NAVD 88     -                                                        
 LJ0502  ___________________________________________________________________
 LJ0502  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 LJ0502  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 LJ0502
 LJ0502  HORZ ORDER  -  THIRD
 LJ0502
 LJ0502.The horizontal coordinates were established by classical geodetic methods
 LJ0502.and adjusted by the National Geodetic Survey in August 1997..
 LJ0502
 LJ0502
 LJ0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0502
 LJ0502.The geoid height was determined by GEOID03.
 LJ0502
 LJ0502;                    North         East     Units Scale Factor Converg.
 LJ0502;SPC NE       -    21,251.270   334,449.380   MT  0.99999639   -1 17 06.0
 LJ0502;SPC KS N     -   193,232.610    63,758.329   MT  1.00004418   -2 29 32.3
 LJ0502;SPC CO N     -   385,812.739 1,218,356.002   MT  0.99996577   +2 18 03.0
 LJ0502;SPC CO N     - 1,265,787.29  3,997,222.98   sFT  0.99996577   +2 18 03.0
 LJ0502;UTM  14      - 4,432,783.938   249,132.103   MT  1.00037484   -1 53 25.8
 LJ0502;UTM  13      - 4,433,134.469   761,271.591   MT  1.00044044   +1 58 08.3
 LJ0502
 LJ0502                          SUPERSEDED SURVEY CONTROL
 LJ0502
 LJ0502  NAD 83(1995)-  40 00 28.80715(N)    101 56 20.63916(W) AD(       ) 4
 LJ0502  NAD 83(1986)-  40 00 28.80629(N)    101 56 20.64000(W) AD(       ) 4
 LJ0502  NAD 27      -  40 00 28.83800(N)    101 56 18.99300(W) AD(       ) 3
 LJ0502
 LJ0502.Superseded values are not recommended for survey control.
 LJ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0502.See file dsdata.txt to determine how the superseded data were derived.
 LJ0502
 LJ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK4913232784(NAD 83)
 LJ0502_MARKER: 52 = STANDPIPE TANK
 LJ0502
 LJ0502  HISTORY     - Date     Condition        Report By
 LJ0502  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0502
 LJ0502                          STATION DESCRIPTION
 LJ0502
 LJ0502'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1301 ***********************************************************************
 LG1301  DESIGNATION -  HAINES AZ MK 2
 LG1301  PID         -  LG1301
 LG1301  STATE/COUNTY-  NE/LANCASTER
 LG1301  USGS QUAD   -  DENTON (1972)
 LG1301
 LG1301                         *CURRENT SURVEY CONTROL
 LG1301  ___________________________________________________________________
 LG1301* NAD 83(1995)-  40 39 13.91819(N)    096 52 00.83243(W)     ADJUSTED  
 LG1301* NAVD 88     -       439.018  (meters)    1440.34   (feet)  ADJUSTED  
 LG1301  ___________________________________________________________________
 LG1301  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 LG1301  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 LG1301  DYNAMIC HT  -         438.810 (meters)    1439.66  (feet)  COMP
 LG1301  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 LG1301
 LG1301  HORZ ORDER  -  THIRD
 LG1301  VERT ORDER  -  FIRST     CLASS II
 LG1301
 LG1301.The horizontal coordinates were established by classical geodetic methods
 LG1301.and adjusted by the National Geodetic Survey in August 1997..
 LG1301
 LG1301.The orthometric height was determined by differential leveling
 LG1301.and adjusted by the National Geodetic Survey in May 1993..
 LG1301
 LG1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1301
 LG1301.The geoid height was determined by GEOID03.
 LG1301
 LG1301.The dynamic height is computed by dividing the NAVD 88
 LG1301.geopotential number by the normal gravity value computed on the
 LG1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1301.degrees latitude (g = 980.6199 gals.).
 LG1301
 LG1301.The modeled gravity was interpolated from observed gravity values.
 LG1301
 LG1301;                    North         East     Units Scale Factor Converg.
 LG1301;SPC NE       -    95,902.478   764,858.919   MT  0.99976823   +2 04 34.7
 LG1301;UTM  14      - 4,502,521.655   680,338.743   MT  1.00000032   +1 23 24.2
 LG1301
 LG1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1301!SPC NE       -   0.99993525  x   0.99976823  =   0.99970350
 LG1301!UTM  14      -   0.99993525  x   1.00000032  =   0.99993557
 LG1301
 LG1301                          SUPERSEDED SURVEY CONTROL
 LG1301
 LG1301  NAD 83(1986)-  40 39 13.92651(N)    096 52 00.83137(W) AD(       ) 3
 LG1301  NGVD 29 (02/17/94)  438.86   (m)         1439.8    (f) LEVELING    3  
 LG1301
 LG1301.Superseded values are not recommended for survey control.
 LG1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1301.See file dsdata.txt to determine how the superseded data were derived.
 LG1301
 LG1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8033902522(NAD 83)
 LG1301_MARKER: DZ = AZIMUTH MARK DISK
 LG1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1301_SP_SET: CONCRETE POST
 LG1301_STAMPING: HAINES 1947 NO 2 1982
 LG1301_MARK LOGO: NGS   
 LG1301_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1301+STABILITY: SURFACE MOTION
 LG1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1301+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG1301
 LG1301  HISTORY     - Date     Condition        Report By
 LG1301  HISTORY     - 1982     MONUMENTED       NGS
 LG1301  HISTORY     - 19911009 GOOD             NGS
 LG1301
 LG1301                          STATION DESCRIPTION
 LG1301
 LG1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1301'9.3 KM (5.75 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1301'IN CRETE, 19.5 M (64.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.8 M
 LG1301'(15.7 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 4.0 M (13.1 FT)
 LG1301'EAST OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) WEST OF A
 LG1301'RIGHT-OF-WAY MARKER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LG1301'0.6 M (2.0 FT) NORTH OF A UTILITY POLE, 0.3 M (1.0 FT) NORTH OF A
 LG1301'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 LG1301'GROUND SURFACE.
 LG1301'THE STATION IS LOCATED ABOUT 8.6 KM (5.3 MI) EAST FROM CRETE AND ON
 LG1301'THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 33.
 LG1301'TO REACH FROM THE CRETE POST OFFICE, GO EAST ON HIGHWAY 33 FOR 9.5 KM
 LG1301'(5.9 MI) TO THE MARK ON THE RIGHT, AT A FIELD ENTRANCE.
 LG1301'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LG1301'PROJECTS 10 CM ABOVE THE GROUND.  THE UNDERGROUND MARK IS RECESSED
 LG1301'0.9 M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 19.6 M
 LG1301'(64.3 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 4.6 M (15.1 FT)
 LG1301'WEST FROM THE CENTERLINE OF THE FIELD ENTRANCE, 0.61 M (2.00 FT) NORTH
 LG1301'FROM A POWER POLE AND 0.40 M (1.31 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1298 ***********************************************************************
 LG1298  DESIGNATION -  HAINES RESET
 LG1298  PID         -  LG1298
 LG1298  STATE/COUNTY-  NE/LANCASTER
 LG1298  USGS QUAD   -  DENTON (1972)
 LG1298
 LG1298                         *CURRENT SURVEY CONTROL
 LG1298  ___________________________________________________________________
 LG1298* NAD 83(1995)-  40 39 15.29315(N)    096 52 26.67709(W)     ADJUSTED  
 LG1298* NAVD 88     -       451.653  (meters)    1481.80   (feet)  ADJUSTED  
 LG1298  ___________________________________________________________________
 LG1298  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 LG1298  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 LG1298  DYNAMIC HT  -         451.438 (meters)    1481.09  (feet)  COMP
 LG1298  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 LG1298
 LG1298  HORZ ORDER  -  FIRST
 LG1298  VERT ORDER  -  FIRST     CLASS II
 LG1298
 LG1298.The horizontal coordinates were established by classical geodetic methods
 LG1298.and adjusted by the National Geodetic Survey in August 1997..
 LG1298
 LG1298.The orthometric height was determined by differential leveling
 LG1298.and adjusted by the National Geodetic Survey in May 1993..
 LG1298
 LG1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1298
 LG1298.The geoid height was determined by GEOID03.
 LG1298
 LG1298.The dynamic height is computed by dividing the NAVD 88
 LG1298.geopotential number by the normal gravity value computed on the
 LG1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1298.degrees latitude (g = 980.6199 gals.).
 LG1298
 LG1298.The modeled gravity was interpolated from observed gravity values.
 LG1298
 LG1298;                    North         East     Units Scale Factor Converg.
 LG1298;SPC NE       -    95,922.886   764,250.763   MT  0.99976813   +2 04 17.5
 LG1298;UTM  14      - 4,502,549.350   679,730.735   MT  0.99999762   +1 23 07.4
 LG1298
 LG1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1298!SPC NE       -   0.99993327  x   0.99976813  =   0.99970142
 LG1298!UTM  14      -   0.99993327  x   0.99999762  =   0.99993089
 LG1298
 LG1298|---------------------------------------------------------------------|
 LG1298| PID    Reference Object                     Distance      Geod. Az  |
 LG1298|                                                           dddmmss.s |
 LG1298| LG1415 HAINES RM 1                          21.606 METERS 02403     |
 LG1298| LG1299 HAINES RM 1                          21.626 METERS 02405     |
 LG1298| LG1117 PEN                                 APPROX.18.6 KM 0511349.2 |
 LG1298| LG1458 HAINES AZ MK                                       0920456.0 |
 LG1298| LG1300 HAINES RM 3                          21.052 METERS 09207     |
 LG1298| LG1301 HAINES AZ MK 2                      APPROX. 0.6 KM 0935936.7 |
 LG1298| LG1459 HAINES RM 2                          19.270 METERS 10410     |
 LG1298| LG1150 CORTLAND MUNICIPAL TANK             APPROX.21.4 KM 1382951.7 |
 LG1298| LG1167 CRETE DOANE COLL MERRELL BLDG       APPROX. 7.3 KM 2414509.8 |
 LG1298| LG1169 CRETE MILLS WATER TANK              APPROX. 8.2 KM 2473909.7 |
 LG1298|---------------------------------------------------------------------|
 LG1298
 LG1298                          SUPERSEDED SURVEY CONTROL
 LG1298
 LG1298  NAD 83(1986)-  40 39 15.30147(N)    096 52 26.67594(W) AD(       ) 1
 LG1298  NAD 27      -  40 39 15.28900(N)    096 52 25.57800(W) AD(       ) 1
 LG1298  NGVD 29 (02/17/94)  451.53   (m)         1481.4    (f) LEVELING    3  
 LG1298
 LG1298.Superseded values are not recommended for survey control.
 LG1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1298.See file dsdata.txt to determine how the superseded data were derived.
 LG1298
 LG1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7973102549(NAD 83)
 LG1298_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1298_SP_SET: CONCRETE POST
 LG1298_STAMPING: HAINES 1947 1982
 LG1298_MARK LOGO: NGS   
 LG1298_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1298+STABILITY: SURFACE MOTION
 LG1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1298+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG1298
 LG1298  HISTORY     - Date     Condition        Report By
 LG1298  HISTORY     - 1982     MONUMENTED       NGS
 LG1298  HISTORY     - 19911009 GOOD             NGS
 LG1298
 LG1298                          STATION DESCRIPTION
 LG1298
 LG1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1298'8.7 KM (5.40 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1298'IN CRETE, 18.0 M (59.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 16.3 M
 LG1298'(53.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 9.6 M (31.5
 LG1298'FT) WEST OF THE CENTER OF A DRIVEWAY, 3.6 M (11.8 FT) SOUTH-SOUTHWEST
 LG1298'OF A UTILITY POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 LG1298'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 LG1298'ON PROPERTY OWNED BY LOUIS REETZ, RURAL ROUTE 1, CRETE, NE 68333,
 LG1298'TELEPHONE NUMBER (402) 826-5624.
 LG1298'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) EAST FROM CRETE, ON THE
 LG1298'NORTH SIDE OF STATE HIGHWAY 33 AND ON PROPERTY OWNED BY LOUIS REETZ,
 LG1298'RURAL ROUTE 1, CRETE, NEBRASKA 68333.  TELEPHONE 402 826 5624.
 LG1298'TO REACH FROM THE POST OFFICE IN CRETE, GO EAST ON STATE HIGHWAY 33
 LG1298'FOR 8.85 KM (5.50 MI) TO THE STATION ON THE LEFT, AT THE LOUIS REETZ
 LG1298'FARM BUILDINGS.
 LG1298'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1298'RECESSED 2 IN BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS THE
 LG1298'ORIGINAL DISK AND IS RECESSED 0.9 M (3.0 FT) BELOW THE GROUND
 LG1298'SURFACE.  THE MARKS ARE 18.0 M (59.1 FT) NORTH FROM THE CENTERLINE OF
 LG1298'THE HIGHWAY, 3.45 M (11.32 FT) SOUTHWEST FROM A POWER POLE, 9.0 M
 LG1298'(29.5 FT) WEST FROM THE CENTERLINE OF A DRIVEWAY AND 2.50 M
 LG1298'(8.20 FT) EAST FROM THE SOUTHEAST CORNER OF A YARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1299 ***********************************************************************
 LG1299  DESIGNATION -  HAINES RM 1
 LG1299  PID         -  LG1299
 LG1299  STATE/COUNTY-  NE/LANCASTER
 LG1299  USGS QUAD   -  DENTON (1972)
 LG1299
 LG1299                         *CURRENT SURVEY CONTROL
 LG1299  ___________________________________________________________________
 LG1299* NAD 83(1986)-  40 39 15.     (N)    096 52 26.     (W)     SCALED    
 LG1299* NAVD 88     -       450.967  (meters)    1479.55   (feet)  ADJUSTED  
 LG1299  ___________________________________________________________________
 LG1299  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 LG1299  DYNAMIC HT  -         450.753 (meters)    1478.85  (feet)  COMP
 LG1299  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 LG1299
 LG1299  VERT ORDER  -  FIRST     CLASS II
 LG1299
 LG1299.The horizontal coordinates were scaled from a topographic map and have
 LG1299.an estimated accuracy of +/- 6 seconds.
 LG1299
 LG1299.The orthometric height was determined by differential leveling
 LG1299.and adjusted by the National Geodetic Survey in May 1993..
 LG1299
 LG1299.The geoid height was determined by GEOID03.
 LG1299
 LG1299.The dynamic height is computed by dividing the NAVD 88
 LG1299.geopotential number by the normal gravity value computed on the
 LG1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1299.degrees latitude (g = 980.6199 gals.).
 LG1299
 LG1299.The modeled gravity was interpolated from observed gravity values.
 LG1299
 LG1299;                    North         East    Units  Estimated Accuracy
 LG1299;SPC NE       -    95,910.      764,270.      MT  (+/- 180 meters Scaled)
 LG1299
 LG1299                          SUPERSEDED SURVEY CONTROL
 LG1299
 LG1299.No superseded survey control is available for this station.
 LG1299
 LG1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL797025(NAD 83)
 LG1299_MARKER: DR = REFERENCE MARK DISK
 LG1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1299_SP_SET: CONCRETE POST
 LG1299_STAMPING: HAINES NO 1 1947
 LG1299_MARK LOGO: CGS   
 LG1299_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1299+STABILITY: SURFACE MOTION
 LG1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1299+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG1299
 LG1299  HISTORY     - Date     Condition        Report By
 LG1299  HISTORY     - 1947     MONUMENTED       CGS
 LG1299  HISTORY     - 19911009 GOOD             NGS
 LG1299
 LG1299                          STATION DESCRIPTION
 LG1299
 LG1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1299'8.7 KM (5.40 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1299'IN CRETE, 37.7 M (123.7 FT) NORTH OF AND LEVEL WITH THE HIGHWAY
 LG1299'CENTERLINE, 21.6 M (70.9 FT) NORTH-NORTHEAST OF TRIANGULATION STATION
 LG1299'HAINES RESET, 19.2 M (63.0 FT) EAST-NORTHEAST OF THE SOUTHWEST CORNER
 LG1299'OF A HOUSE, 1.7 M (5.6 FT) SOUTH OF THE SOUTHWEST CORNER OF A PUMP
 LG1299'HOUSE, 0.6 M (2.0 FT) EAST OF A UTILITY LIGHT POLE WITH A METER
 LG1299'ATTACHED, AND THE MONUMENT IS RECESSED 0.03 M (0.10 FT) BELOW THE
 LG1299'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LOUIS
 LG1299'REETZ, RURAL ROUTE 1, CRETE, NE 68333, TELEPHONE NUMBER (402)
 LG1299'826-5624.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1415 ***********************************************************************
 LG1415  DESIGNATION -  HAINES RM 1
 LG1415  PID         -  LG1415
 LG1415  STATE/COUNTY-  NE/LANCASTER
 LG1415  USGS QUAD   -  DENTON (1972)
 LG1415
 LG1415                         *CURRENT SURVEY CONTROL
 LG1415  ___________________________________________________________________
 LG1415* NAD 83(1995)-  40 39 15.93276(N)    096 52 26.30217(W)     ADJUSTED  
 LG1415* NAVD 88     -       450.97   (+/-2cm)    1479.6    (feet)  VERTCON   
 LG1415  ___________________________________________________________________
 LG1415  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 LG1415  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 LG1415
 LG1415  HORZ ORDER  -  THIRD
 LG1415  VERT ORDER  -  THIRD ? (See Below)
 LG1415
 LG1415.The horizontal coordinates were established by classical geodetic methods
 LG1415.and adjusted by the National Geodetic Survey in August 1997..
 LG1415
 LG1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1415.The vertical order pertains to the NGVD 29 superseded value.
 LG1415
 LG1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1415
 LG1415.The geoid height was determined by GEOID03.
 LG1415
 LG1415;                    North         East     Units Scale Factor Converg.
 LG1415;SPC NE       -    95,942.916   764,258.850   MT  0.99976809   +2 04 17.8
 LG1415;UTM  14      - 4,502,569.287   679,739.063   MT  0.99999766   +1 23 07.7
 LG1415
 LG1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1415!SPC NE       -   0.99993338  x   0.99976809  =   0.99970149
 LG1415!UTM  14      -   0.99993338  x   0.99999766  =   0.99993104
 LG1415
 LG1415                          SUPERSEDED SURVEY CONTROL
 LG1415
 LG1415  NAD 83(1986)-  40 39 15.94107(N)    096 52 26.30102(W) AD(       ) 3
 LG1415  NGVD 29 (02/17/94)  450.85   (m)         1479.2    (f) LEVELING    3  
 LG1415
 LG1415.Superseded values are not recommended for survey control.
 LG1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1415.See file dsdata.txt to determine how the superseded data were derived.
 LG1415
 LG1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7973902569(NAD 83)
 LG1415_MARKER: DR = REFERENCE MARK DISK
 LG1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1415_SP_SET: CONCRETE POST
 LG1415_STAMPING: HAINES NO 1 1947
 LG1415_MARK LOGO: CGS   
 LG1415_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1415+STABILITY: SURFACE MOTION
 LG1415
 LG1415  HISTORY     - Date     Condition        Report By
 LG1415  HISTORY     - 1947     MONUMENTED       CGS
 LG1415  HISTORY     - 19820609 GOOD             NGS
 LG1415
 LG1415                          STATION DESCRIPTION
 LG1415
 LG1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1415'THE MARK WAS FOUND IN GOOD CONDITION, ABOUT 8.0 KM (5.0 MI) EAST FROM
 LG1415'CRETE, JUST NORTH OF STATE HIGHWAY 33 AND ON PROPERTY OWNED BY LOUIS
 LG1415'REETZ, RURAL ROUTE 1, CRETE, NEBRASKA, 68333.  TELEPHONE 402 826
 LG1415'5624.
 LG1415'TO REACH FROM THE CRETE POST OFFICE, GO EAST ON STATE HIGHWAY 33 FOR
 LG1415'8.85 KM (5.50 MI) TO THE MARK ON THE LEFT, AT THE REETZ FARM
 LG1415'BUILDINGS.
 LG1415'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LG1415'RECESSED 3 CM BELOW THE GROUND SURFACE.  IT IS 5.50 M (18.04 FT) EAST
 LG1415'FROM THE CENTERLINE OF THE DRIVEWAY, 1.70 M (5.58 FT) SOUTH-SOUTHWEST
 LG1415'FROM THE SOUTHWEST CORNER OF A WELL PUMPHOUSE, 0.57 M (1.87 FT) EAST
 LG1415'FROM A LIGHT POLE AND IS AT THE SOUTH END OF A CIRCLE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1300 ***********************************************************************
 LG1300  DESIGNATION -  HAINES RM 3
 LG1300  PID         -  LG1300
 LG1300  STATE/COUNTY-  NE/LANCASTER
 LG1300  USGS QUAD   -  DENTON (1972)
 LG1300
 LG1300                         *CURRENT SURVEY CONTROL
 LG1300  ___________________________________________________________________
 LG1300* NAD 83(1995)-  40 39 15.26798(N)    096 52 25.78160(W)     ADJUSTED  
 LG1300* NAVD 88     -       451.327  (meters)    1480.73   (feet)  ADJUSTED  
 LG1300  ___________________________________________________________________
 LG1300  LAPLACE CORR-           6.30  (seconds)                    DEFLEC99
 LG1300  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 LG1300  DYNAMIC HT  -         451.113 (meters)    1480.03  (feet)  COMP
 LG1300  MODELED GRAV-     980,133.9   (mgal)                       NAVD 88
 LG1300
 LG1300  HORZ ORDER  -  THIRD
 LG1300  VERT ORDER  -  FIRST     CLASS II
 LG1300
 LG1300.The horizontal coordinates were established by classical geodetic methods
 LG1300.and adjusted by the National Geodetic Survey in August 1997..
 LG1300
 LG1300.The orthometric height was determined by differential leveling
 LG1300.and adjusted by the National Geodetic Survey in May 1993..
 LG1300
 LG1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1300
 LG1300.The geoid height was determined by GEOID03.
 LG1300
 LG1300.The dynamic height is computed by dividing the NAVD 88
 LG1300.geopotential number by the normal gravity value computed on the
 LG1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1300.degrees latitude (g = 980.6199 gals.).
 LG1300
 LG1300.The modeled gravity was interpolated from observed gravity values.
 LG1300
 LG1300;                    North         East     Units Scale Factor Converg.
 LG1300;SPC NE       -    95,922.870   764,271.810   MT  0.99976813   +2 04 18.1
 LG1300;UTM  14      - 4,502,549.083   679,751.785   MT  0.99999772   +1 23 08.0
 LG1300
 LG1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1300!SPC NE       -   0.99993332  x   0.99976813  =   0.99970147
 LG1300!UTM  14      -   0.99993332  x   0.99999772  =   0.99993105
 LG1300
 LG1300                          SUPERSEDED SURVEY CONTROL
 LG1300
 LG1300  NAD 83(1986)-  40 39 15.27630(N)    096 52 25.78044(W) AD(       ) 3
 LG1300  NGVD 29 (02/17/94)  451.21   (m)         1480.3    (f) LEVELING    3  
 LG1300
 LG1300.Superseded values are not recommended for survey control.
 LG1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1300.See file dsdata.txt to determine how the superseded data were derived.
 LG1300
 LG1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7975202549(NAD 83)
 LG1300_MARKER: DR = REFERENCE MARK DISK
 LG1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1300_SP_SET: CONCRETE POST
 LG1300_STAMPING: HAINES 1947 NO 3 1982
 LG1300_MARK LOGO: CGS   
 LG1300_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1300+STABILITY: SURFACE MOTION
 LG1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1300+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG1300
 LG1300  HISTORY     - Date     Condition        Report By
 LG1300  HISTORY     - 1982     MONUMENTED       NGS
 LG1300  HISTORY     - 19911009 GOOD             NGS
 LG1300
 LG1300                          STATION DESCRIPTION
 LG1300
 LG1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1300'8.7 KM (5.40 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1300'IN CRETE, 17.4 M (57.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 16.5 M
 LG1300'(54.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 11.8 M (38.7
 LG1300'FT) EAST OF THE CENTER OF A DRIVEWAY, 8.9 M (29.2 FT) WEST OF A FENCE
 LG1300'CORNER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 LG1300'MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND SURFACE.
 LG1300'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LOUIS REETZ, RURAL ROUTE
 LG1300'1, CRETE, NE 68333, TELEPHONE NUMBER (402) 826-5624.
 LG1300'THE MARK IS LOCATED ABOUT 8.0 KM (5.0 MI) EAST FROM CRETE, ON THE
 LG1300'NORTH SIDE OF STATE HIGHWAY 33 AND ON PROPERTY OWNED BY LOUIS REETZ,
 LG1300'RURAL ROUTE 1, CRETE, NEBRASKA, 68333.  TELEPHONE 402 826 5624.
 LG1300'TO REACH FROM THE CRETE POST OFFICE, GO EAST ON STATE HIGHWAY 33 FOR
 LG1300'8.85 KM (5.50 MI) TO THE MARK ON THE LEFT, AT THE REETZ FARM
 LG1300'BUILDINGS.
 LG1300'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH
 LG1300'WITH THE GROUND.  IT IS 17.3 M (56.8 FT) NORTH FROM THE CENTERLINE OF
 LG1300'THE HIGHWAY, 12.0 M (39.4 FT) EAST FROM THE CENTERLINE OF THE
 LG1300'DRIVEWAY TO THE FARM BUILDINGS AND 0.5 M (1.6 FT) SOUTH FROM A BOARD
 LG1300'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0627 ***********************************************************************
 NN0627  DESIGNATION -  HALL
 NN0627  PID         -  NN0627
 NN0627  STATE/COUNTY-  NE/ANTELOPE
 NN0627  USGS QUAD   -  ORCHARD (1986)
 NN0627
 NN0627                         *CURRENT SURVEY CONTROL
 NN0627  ___________________________________________________________________
 NN0627* NAD 83(1995)-  42 18 03.29650(N)    098 14 37.88607(W)     ADJUSTED  
 NN0627* NAVD 88     -       624.63   (+/-2cm)    2049.3    (feet)  VERTCON   
 NN0627  ___________________________________________________________________
 NN0627  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 NN0627  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 NN0627
 NN0627  HORZ ORDER  -  FIRST
 NN0627  VERT ORDER  -  THIRD ? (See Below)
 NN0627
 NN0627.The horizontal coordinates were established by classical geodetic methods
 NN0627.and adjusted by the National Geodetic Survey in August 1997..
 NN0627
 NN0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0627.The vertical order pertains to the NGVD 29 superseded value.
 NN0627
 NN0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0627
 NN0627.The geoid height was determined by GEOID03.
 NN0627
 NN0627;                    North         East     Units Scale Factor Converg.
 NN0627;SPC NE       -   275,443.586   644,764.808   MT  0.99975488   +1 09 49.6
 NN0627;UTM  14      - 4,683,464.229   562,326.217   MT  0.99964779   +0 30 32.1
 NN0627
 NN0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0627!SPC NE       -   0.99990593  x   0.99975488  =   0.99966083
 NN0627!UTM  14      -   0.99990593  x   0.99964779  =   0.99955375
 NN0627
 NN0627:                Primary Azimuth Mark                     Grid Az
 NN0627:SPC NE       -  STA 1                                    045 57 07.1
 NN0627:UTM  14      -  STA 1                                    046 36 24.6
 NN0627
 NN0627|---------------------------------------------------------------------|
 NN0627| PID    Reference Object                     Distance      Geod. Az  |
 NN0627|                                                           dddmmss.s |
 NN0627| NN0630 STA 1                               APPROX. 5.6 KM 0470656.7 |
 NN0627|---------------------------------------------------------------------|
 NN0627
 NN0627                          SUPERSEDED SURVEY CONTROL
 NN0627
 NN0627  NAD 83(1986)-  42 18 03.30086(N)    098 14 37.88942(W) AD(       ) 1
 NN0627  NAD 27      -  42 18 03.28200(N)    098 14 36.62300(W) AD(       ) 1
 NN0627  NGVD 29 (07/19/86)  624.41   (m)         2048.6    (f) LEVELING    3  
 NN0627
 NN0627.Superseded values are not recommended for survey control.
 NN0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0627.See file dsdata.txt to determine how the superseded data were derived.
 NN0627
 NN0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM6232683464(NAD 83)
 NN0627_MARKER: V = STONE MONUMENT
 NN0627_SETTING: 0 = UNSPECIFIED SETTING
 NN0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0627
 NN0627  HISTORY     - Date     Condition        Report By
 NN0627  HISTORY     - 1900     MONUMENTED       CGS
 NN0627  HISTORY     - 1935     GOOD             CGS
 NN0627  HISTORY     - 1961     GOOD             USGS
 NN0627
 NN0627                          STATION DESCRIPTION
 NN0627
 NN0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 NN0627'THIS STATION IS IN THE NE. 1/4 SEC. 21, T. 27 N., R. 8 W., ON
 NN0627'LAND OWNED BY AN EASTERN LOAN AND TRUST COMPANY.  THE STATION
 NN0627'IS ON THE HIGHEST POINT IN THE VICINITY, AND FROM IT THE LAND
 NN0627'SLOPES MORE RAPIDLY TO THE NORTH THAN IN ANY OTHER DIRECTION.
 NN0627'IT IS 403 FEET DUE WEST OF THE NORTH-AND-SOUTH FENCE LINE
 NN0627'ON THE EAST SIDE OF THE SECTION-LINE ROAD LEADING TO ORCHARD.
 NN0627'THE BEARINGS AND DISTANCES TO CERTAIN POINTS ARE--TO CUPOLA OF
 NN0627'THE SCHOOLHOUSE AT ORCHARD, N 06 DEG 22 MIN E, ABOUT 2
 NN0627'MILES.  TO THE NORTHEAST CORNER OF SECTION 21, N 09 DEG 25 MIN E,
 NN0627'1,950 FEET.  THE UNDERGROUND MARK AT THIS STATION IS A STONE MILK
 NN0627'CROCK BURIED BOTTOM UP ABOUT 3 FEET BELOW THE SURFACE OF THE
 NN0627'GROUND.  IN ITS BOTTOM IS A SMALL DRILLED HOLE.  THE
 NN0627'SURFACE MARK IS A MARBLE POST 8 INCHES SQUARE AND ABOUT
 NN0627'2-1/2 FEET LONG PLACED WITH ITS TOP FLUSH WITH THE SURFACE
 NN0627'OF THE GROUND.  IN ITS TOP ARE CUT TWO V-SHAPED GROOVES AND
 NN0627'THE LETTERS U.S.C.S.
 NN0627
 NN0627                          STATION RECOVERY (1935)
 NN0627
 NN0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0627'STATION RECOVERED APRIL 24, 1935, AND FOUND IN GOOD CONDITION.
 NN0627'
 NN0627'ABOUT 2.4 MILES SOUTH OF THE MAIN STREET IN ORCHARD, IN THE
 NN0627'NORTHEAST QUARTER OF SECTION 21, T. 27 N., R. 8 W., ON THE
 NN0627'PROPERTY OF CARL STELLING WHO LIVES IN THE SOUTHEAST QUARTER
 NN0627'OF SECTION 16 ABOUT 1/2 MILE NORTH OF THE STATION, IN MEADOW
 NN0627'LAND AND AT THE HIGHEST POINT OF A SLIGHT ELEVATION, ABOUT 0.1
 NN0627'MILE NORTH OF THE EAST-WEST CENTER LINE OF THE SECTION, 365 FEET
 NN0627'WEST OF THE CENTER LINE OF THE NORTH-SOUTH SECTION-LINE ROAD
 NN0627'LEADING INTO ORCHARD.  393 FEET WEST OF THE EAST FENCE AND
 NN0627'POWER-TRANSMISSION LINE AND 330 FEET WEST OF THE WEST FENCE
 NN0627'PARALLEL TO THE SECTION-LINE ROAD, AND 6 FEET SOUTH OF A
 NN0627'POINT IN LINE WITH AN EAST-WEST FENCE LINE EXTENDING EAST
 NN0627'FROM THE SECTION-LINE ROAD.
 NN0627
 NN0627                          STATION RECOVERY (1961)
 NN0627
 NN0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (JSC)
 NN0627'2.0 MILES S OF ORCHARD, NEAR THE N 1/16 CORNER BETWEEN SECTIONS
 NN0627'21 AND 22, 189 FT S AND 357 FT W OF CENTERLINE ROAD AT T FENCE
 NN0627'E, AND ON THE CREST OF A HILL.  SURFACE MARK IS AN 8 INCH MARBLE
 NN0627'POST FLUSH WITH THE GROUND.  ON TOP OF THE POST IS TWO V SHAPED
 NN0627'GROOVES AND THE LETTERS USCS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0427 ***********************************************************************
 LJ0427  DESIGNATION -  HALL RESET
 LJ0427  PID         -  LJ0427
 LJ0427  STATE/COUNTY-  NE/FURNAS
 LJ0427  USGS QUAD   -  WILSONVILLE (1983)
 LJ0427
 LJ0427                         *CURRENT SURVEY CONTROL
 LJ0427  ___________________________________________________________________
 LJ0427* NAD 83(1995)-  40 00 06.23996(N)    100 06 36.20168(W)     ADJUSTED  
 LJ0427* NAVD 88     -       742.     (meters)    2434.     (feet)  SCALED    
 LJ0427  ___________________________________________________________________
 LJ0427  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 LJ0427  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 LJ0427
 LJ0427  HORZ ORDER  -  FIRST
 LJ0427
 LJ0427.The horizontal coordinates were established by classical geodetic methods
 LJ0427.and adjusted by the National Geodetic Survey in August 1997..
 LJ0427
 LJ0427.The orthometric height was scaled from a topographic map.
 LJ0427
 LJ0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0427
 LJ0427.The geoid height was determined by GEOID03.
 LJ0427
 LJ0427;                    North         East     Units Scale Factor Converg.
 LJ0427;SPC NE       -    18,704.668   490,602.139   MT  0.99999922   -0 04 22.6
 LJ0427;SPC KS N     -   187,321.523   219,827.339   MT  1.00004273   -1 20 06.2
 LJ0427;UTM  14      - 4,428,539.661   405,247.305   MT  0.99971052   -0 42 49.0
 LJ0427
 LJ0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0427!SPC NE       -   0.99988741  x   0.99999922  =   0.99988663
 LJ0427!SPC KS N     -   0.99988741  x   1.00004273  =   0.99993014
 LJ0427!UTM  14      -   0.99988741  x   0.99971052  =   0.99959796
 LJ0427
 LJ0427|---------------------------------------------------------------------|
 LJ0427| PID    Reference Object                     Distance      Geod. Az  |
 LJ0427|                                                           dddmmss.s |
 LJ0427| CN8698 HALL RM 1                            25.849 METERS 12634     |
 LJ0427| CN8700 HALL RM 3                            32.873 METERS 12738     |
 LJ0427| KH0723 NORCATUR ST MARKS EVAN LUTH CH      APPROX.19.5 KM 2001618.3 |
 LJ0427| KH0722 NORCATUR MUNICIPAL TANK             APPROX.19.3 KM 2005206.2 |
 LJ0427| CN8701 HALL RM 4                            29.578 METERS 22715     |
 LJ0427| CN8699 HALL RM 2                            29.813 METERS 23726     |
 LJ0427| CN8697 HALL AZ MK                                         3314509.2 |
 LJ0427|---------------------------------------------------------------------|
 LJ0427
 LJ0427                          SUPERSEDED SURVEY CONTROL
 LJ0427
 LJ0427  NAD 83(1986)-  40 00 06.24443(N)    100 06 36.20503(W) AD(       ) 1
 LJ0427  NAD 27      -  40 00 06.22500(N)    100 06 34.72300(W) AD(       ) 1
 LJ0427
 LJ0427.Superseded values are not recommended for survey control.
 LJ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0427.See file dsdata.txt to determine how the superseded data were derived.
 LJ0427
 LJ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0524728540(NAD 83)
 LJ0427_MARKER: DS = TRIANGULATION STATION DISK
 LJ0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0427_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LJ0427
 LJ0427  HISTORY     - Date     Condition        Report By
 LJ0427  HISTORY     - 1934     MONUMENTED       CGS
 LJ0427  HISTORY     - 1964     MARK NOT FOUND   USGS
 LJ0427  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LJ0427
 LJ0427                          STATION DESCRIPTION
 LJ0427
 LJ0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0427'STATION IS LOCATED ON THE KANSAS-NEBRASKA STATE LINE WHICH IS
 LJ0427'ALSO THE LINE BETWEEN SEC. 4, T. 1 N., R. 25 W., IN NEBRASKA
 LJ0427'AND SEC. 2, T. 1 S., R. 25 W., IN KANSAS, ABOUT 11-1/4 MILES
 LJ0427'NORTH AND 4-1/4 MILES EAST OF NORCATUR, 7-1/2 MILES SOUTH AND
 LJ0427'1.0 MILE WEST OF WILSONVILLE, ON THE PROPERTY OF C.A. HALL.
 LJ0427'
 LJ0427'TO REACH FROM THE DEPOT IN NORTON, KANSAS, GO WEST ON U.S.
 LJ0427'HIGHWAY 36 FOR 9.2 MILES, TURN RIGHT (NORTH) FOLLOWING U.S.
 LJ0427'HIGHWAY 36, GO 1.0 MILE, TURN LEFT (WEST), GO 2.0 MILES
 LJ0427'FURTHER ON U.S. HIGHWAY 36 TO INTERSECTION OF NORTON COUNTY
 LJ0427'HIGHWAY 513, TURN RIGHT (NORTH) AND GO 11.2 MILES ON SAID
 LJ0427'COUNTY ROAD TO STATE-LINE ROAD, TURN LEFT (WEST) AND GO 0.9
 LJ0427'MILE TO HIGH POINT ON ROAD AND STATION.  MARK IS 29 FEET
 LJ0427'NORTH OF CENTERLINE OF STATE-LINE ROAD, IN EAST-WEST FENCE
 LJ0427'LINE, AND PROJECTS 6 INCHES.
 LJ0427'
 LJ0427'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF CENTERLINE OF
 LJ0427'STATE-LINE ROAD, IN EAST-WEST FENCE LINE, AND PROJECTS 6
 LJ0427'INCHES.
 LJ0427'
 LJ0427'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF CENTERLINE OF
 LJ0427'STATE-LINE ROAD, IN EAST-WEST FENCE LINE, AND PROJECTS 6
 LJ0427'INCHES.
 LJ0427'
 LJ0427'TO REACH AZIMUTH MARK FROM STATION, GO WEST ON STATE-LINE
 LJ0427'ROAD FOR 0.4 MILE, TURN LEFT (NORTH) AND GO 0.9 MILE, TURN
 LJ0427'LEFT (WEST) AND GO 0.15 MILE.  MARK IS 20 FEET SOUTH OF
 LJ0427'CENTERLINE OF ROAD IN EAST-WEST FENCE LINE, ABOUT 200 FEET S.E.
 LJ0427'OF SOUTHEAST CORNER OF C.A. HALLS HOUSE, AND PROJECTS 6 INCHES.
 LJ0427'
 LJ0427'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LJ0427
 LJ0427                          STATION RECOVERY (1964)
 LJ0427
 LJ0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LJ0427'STATION AND AZIMUTH MARK NOT RECOVERED.  R.M. 1 AND R.M.
 LJ0427'2 ARE LAYING ALONG SIDE OF ROAD WHICH HAS BEEN IMPROVED.
 LJ0427
 LJ0427                          STATION RECOVERY (1968)
 LJ0427
 LJ0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0427'STATION SURFACE MARK, REFERENCE MARKS NO. 1 AND 2 WERE FOUND
 LJ0427'DESTROYED.  UNDERGROUND STATION MARK AND AZIMUTH MARK WERE
 LJ0427'RECOVERED IN GOOD CONDITION.  UNDERGROUND STATION MARK WAS
 LJ0427'LOWERED ABOUT 2 FEET AND A NEW SURFACE MARK WAS SET.  REFERENCE
 LJ0427'MARKS NO. 3 AND 4 WERE ALSO SET.
 LJ0427'
 LJ0427'A NEW DESCRIPTION FOLLOWS--
 LJ0427'
 LJ0427'STATION IS LOCATED ALONG THE KANSAS-NEBRASKA STATE LINE ABOUT
 LJ0427'11-1/2 MILES NORTH-NORTHEAST OF NORCATUR, KANSAS AND ABOUT 8
 LJ0427'MILES SOUTH-SOUTHWEST OF WILSONVILLE, NEBRASKA.  STATION, A
 LJ0427'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST AND
 LJ0427'STAMPED HALL 1934 1968 IS 33 FEET NORTH OF CENTERLINE OF
 LJ0427'STATE LINE ROAD, 24-1/2 FEET WEST-SOUTHWEST OF EAST GATE POST,
 LJ0427'12 FEET WEST OF THE CENTERLINE OF FIELD DRIVEWAY AND 2 FEET
 LJ0427'SOUTHEAST OF THE WEST GATE POST.  THE MARK IS ABOUT 12 INCHES
 LJ0427'BELOW THE SURFACE OF GROUND.
 LJ0427'
 LJ0427'TO REACH FROM THE RAILROAD DEPOT IN NORTON, KANSAS, GO WEST
 LJ0427'ON U.S. HIGHWAY 36 (BUSINESS) FOR 11.2 MILES TO CROSSROADS
 LJ0427'AT REAGER, TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 12.0
 LJ0427'MILES TO KANSAS-NEBRASKA STATE LINE.  TURN LEFT AND GO WEST
 LJ0427'ON STATE LINE FOR 0.9 MILE TO STATION ON RIGHT (NORTH) SIDE
 LJ0427'OF ROAD.  CONTINUE WEST ON STATE LINE FOR 0.4 MILE TO SIDE
 LJ0427'ROAD RIGHT.  TURN RIGHT AND GO 1.0 MILE TO SIDE ROAD LEFT.
 LJ0427'TURN LEFT AND GO 0.15 MILE TO AZIMUTH MARK ON LEFT (SOUTH)
 LJ0427'SIDE OF ROAD.
 LJ0427'
 LJ0427'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A
 LJ0427'ROUND CONCRETE POST AND STAMPED HALL 1934 NO 3 1968, IS
 LJ0427'33 FEET SOUTH OF THE CENTERLINE OF ROAD AND 1 FOOT SOUTH OF
 LJ0427'WIRE FENCE.  THE MARK PROJECTS 4 INCHES.
 LJ0427'
 LJ0427'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A
 LJ0427'ROUND CONCRETE POST AND STAMPED HALL 1934 NO 4 1968, IS 33
 LJ0427'FEET SOUTH OF THE CENTERLINE OF ROAD AND 1 FOOT SOUTH OF FENCE.
 LJ0427'THE MARK PROJECTS 6 INCHES.
 LJ0427'
 LJ0427'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 LJ0427'POST AND STAMPED HALL AZI 1934, IS 45 FEET SOUTH OF WIRE
 LJ0427'FENCE AND 22 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD.
 LJ0427'THE MARK PROJECTS 12 INCHES.
 LJ0427'
 LJ0427'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 LJ0427'SOUTH-SOUTHWEST OF WILSONVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1162 ***********************************************************************
 LG1162  DESIGNATION -  HALLAM
 LG1162  PID         -  LG1162
 LG1162  STATE/COUNTY-  NE/LANCASTER
 LG1162  USGS QUAD   -  HALLAM (1964)
 LG1162
 LG1162                         *CURRENT SURVEY CONTROL
 LG1162  ___________________________________________________________________
 LG1162* NAD 83(1995)-  40 32 14.82945(N)    096 47 12.32063(W)     ADJUSTED  
 LG1162* NAVD 88     -       453.     (meters)    1486.     (feet)  SCALED    
 LG1162  ___________________________________________________________________
 LG1162  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LG1162  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 LG1162
 LG1162  HORZ ORDER  -  SECOND
 LG1162
 LG1162.The horizontal coordinates were established by classical geodetic methods
 LG1162.and adjusted by the National Geodetic Survey in August 1997..
 LG1162
 LG1162.The orthometric height was scaled from a topographic map.
 LG1162
 LG1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1162
 LG1162.The geoid height was determined by GEOID03.
 LG1162
 LG1162;                    North         East     Units Scale Factor Converg.
 LG1162;SPC NE       -    83,235.575   772,110.941   MT  0.99980016   +2 07 45.9
 LG1162;UTM  14      - 4,489,765.578   687,439.716   MT  1.00003248   +1 26 20.1
 LG1162
 LG1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1162!SPC NE       -   0.99993304  x   0.99980016  =   0.99973322
 LG1162!UTM  14      -   0.99993304  x   1.00003248  =   0.99996552
 LG1162
 LG1162:                Primary Azimuth Mark                     Grid Az
 LG1162:SPC NE       -  HALLAM AZ MK 2                           083 20 25.3
 LG1162:UTM  14      -  HALLAM AZ MK 2                           084 01 51.1
 LG1162
 LG1162|---------------------------------------------------------------------|
 LG1162| PID    Reference Object                     Distance      Geod. Az  |
 LG1162|                                                           dddmmss.s |
 LG1162| LG1416 HALLAM AZ MK 2                      APPROX. 0.6 KM 0852811.2 |
 LG1162| LG1460 HALLAM AZ MK                                       0911749.9 |
 LG1162| LG1461 HALLAM RM 1                          22.850 METERS 12132     |
 LG1162| LG1462 HALLAM RM 3                          17.222 METERS 22503     |
 LG1162| CL6599 HALLAM RM 2                          23.830 METERS 23918     |
 LG1162| LG1418 KRAMER RESET                        APPROX. 7.5 KM 2610125.1 |
 LG1162|---------------------------------------------------------------------|
 LG1162
 LG1162                          SUPERSEDED SURVEY CONTROL
 LG1162
 LG1162  NAD 83(1986)-  40 32 14.83760(N)    096 47 12.31902(W) AD(       ) 2
 LG1162  NAD 27      -  40 32 14.82800(N)    096 47 11.22800(W) AD(       ) 2
 LG1162
 LG1162.Superseded values are not recommended for survey control.
 LG1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1162.See file dsdata.txt to determine how the superseded data were derived.
 LG1162
 LG1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8744089766(NAD 83)
 LG1162_MARKER: DS = TRIANGULATION STATION DISK
 LG1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1162_SP_SET: CONCRETE POST
 LG1162_STAMPING: HALLAM 1947
 LG1162_MARK LOGO: CGS   
 LG1162_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1162+STABILITY: SURFACE MOTION
 LG1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1162+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1982
 LG1162
 LG1162  HISTORY     - Date     Condition        Report By
 LG1162  HISTORY     - 1947     MONUMENTED       CGS
 LG1162  HISTORY     - 1947     GOOD             CGS
 LG1162  HISTORY     - 1969     GOOD             LOCSUR
 LG1162  HISTORY     - 1969     GOOD             CGS
 LG1162  HISTORY     - 1981     GOOD             LOCENG
 LG1162  HISTORY     - 19820825 GOOD             NGS
 LG1162
 LG1162                          STATION DESCRIPTION
 LG1162
 LG1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1162'THE STATION IS LOCATED ON THE ROCK ISLAND RAILROAD RIGHT-OF-WAY
 LG1162'IN THE TOWN OF HALLAM, 145 FEET EAST-NORTHEAST OF THE NORTHEAST
 LG1162'CORNER OF THE RAILROAD DEPOT, 68 FEET SOUTH OF THE CENTER OF A
 LG1162'GRAVELED ROAD, 49 FEET WEST OF THE CENTER OF A GRAVELED STREET,
 LG1162'AND 25.5 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK.
 LG1162'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED HALLAM 1947.
 LG1162'
 LG1162'REFERENCE MARK NO. 1 IS 28 FEET SOUTHWEST OF THE SOUTHWEST
 LG1162'CORNER OF A PHILLIPS 66 FILLING STATION AND 22 FEET WEST OF THE
 LG1162'CENTER OF A GRAVELED STREET.  IT IS SET FLUSH WITH THE GROUND
 LG1162'AND IS STAMPED HALLAM NO 1 1947.
 LG1162'
 LG1162'REFERENCE MARK NO. 2 IS 70 FEET EAST OF THE NORTHEAST CORNER OF
 LG1162'THE RAILROAD DEPOT AND 65 FEET SOUTH OF THE SOUTH EDGE OF A
 LG1162'CONCRETE SIDEWALK.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 LG1162'HALLAM NO 2 1947.
 LG1162'
 LG1162'AZIMUTH MARK IS SET IN A NORTH-SOUTH FENCE LINE BETWEEN TWO
 LG1162'CULTIVATED FIELDS, 154 FEET SOUTH OF THE CENTER OF A GRAVELED
 LG1162'ROAD, 120 FEET SOUTH OF A FENCE CORNER, AND 3 FEET SOUTH OF A
 LG1162'WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED HALLAM 1947.
 LG1162'
 LG1162'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 LG1162'ROAD FOR 1.1 MILES TO A FENCE LINE GOING SOUTH AND THE AZIMUTH
 LG1162'MARK 154 FEET SOUTH AS DESCRIBED.
 LG1162'
 LG1162'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 37 FEET.
 LG1162'
 LG1162'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 37 FEET.
 LG1162'
 LG1162'AN 87 FOOT SIGNAL AT COURTLAND IS VISIBLE AT 50 FEET.
 LG1162'
 LG1162'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1162
 LG1162                          STATION RECOVERY (1947)
 LG1162
 LG1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1162'RECOVERED IN GOOD CONDITION.
 LG1162
 LG1162                          STATION RECOVERY (1969)
 LG1162
 LG1162'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969 (WA)
 LG1162'RECOVERED BY WESTERN AIR MAPS.
 LG1162'HALLAM GOOD
 LG1162'
 LG1162'RM 1 AND RM 2 DESTROYED
 LG1162'
 LG1162'AZIMUTH MARK UNABLE TO FIND WITH DESCRIPTION
 LG1162'
 LG1162'NEW HIGHWAY.  IF AZIMUTH MARK STILL EXISTS, IMPOSSIBLE TO SEE
 LG1162'BECAUSE OF NEW BUILDINGS.  (REFERRED TO MM ENGR. FOR REPAIR BY
 LG1162'C. F. M.)
 LG1162
 LG1162                          STATION RECOVERY (1969)
 LG1162
 LG1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1162'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 LG1162'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS SEARCHED
 LG1162'FOR BUT NOT FOUND AND ASSUMED THE MARK WAS DESTROYED WHEN A
 LG1162'BUILDING WAS CONSTRUCTED AT SITE OF THE MARK, THIS BUILDING
 LG1162'ALSO OBSTRUCTED THE LINE OF SIGHT.  AZIMUTH MARK WAS SEARCHED
 LG1162'FOR BUT NOT FOUND AND IF STILL IN PLACE THE MARK WOULD BE
 LG1162'OBSTRUCTED BY HOUSES, NO VISIBLE OBJECTS SO A NEW AZIMUTH
 LG1162'MARK WAS NOT SET.
 LG1162'
 LG1162'REFERENCE MARK NO. 3 WAS SET.
 LG1162'
 LG1162'STATION MARK, A STANDARD DISK STAMPED HALLAM 1947, IS SET
 LG1162'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LG1162'SURFACE OF THE GROUND.  IT IS ACROSS ROAD SOUTH-SOUTHEAST OF THE
 LG1162'GRAIN ELEVATOR IN HALLAM, ABOUT 100 FEET EAST-NORTHEAST OF THE
 LG1162'OLD RAILROAD DEPOT, 65 FEET SOUTH OF THE CENTER OF MAIN STREET,
 LG1162'49 FEET WEST OF THE CENTER OF A STREET, 35 FEET EAST OF THE
 LG1162'NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING, AND 25 FEET SOUTH OF
 LG1162'THE SOUTH EDGE OF A SIDEWALK.  THE UNDERGROUND MARK WAS NOT
 LG1162'INSPECTED.
 LG1162'
 LG1162'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HALLAM NO. 1
 LG1162'1947, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS COVERED
 LG1162'WITH 8 INCHES OF DIRT.  IT IS 24 FEET EAST OF THE CENTER OF
 LG1162'STREET, 20.5 FEET NORTH OF THE SOUTHWEST CORNER OF A GARAGE,
 LG1162'AND 3 FEET WEST OF THE WEST EDGE OF THE GARAGE.
 LG1162'
 LG1162'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HALLAM 1947 NO. 3 1969,
 LG1162'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 LG1162'WITH THE SURFACE OF THE GROUND.  IT IS 3 FEET EAST-NORTHEAST
 LG1162'OF THE SOUTHEAST CORNER OF THE CONCRETE BLOCK BUILDING.
 LG1162'
 LG1162'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT HALLAM.
 LG1162
 LG1162                          STATION RECOVERY (1981)
 LG1162
 LG1162'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1162'HALLAM 1947 RECOVERED GOOD (STATION MARK).
 LG1162'
 LG1162'HALLAM NO. 1 1947 RECOVERED GOOD.
 LG1162'
 LG1162'HALLAM NO. 2 1947 RECOVERED GOOD.
 LG1162'
 LG1162'DESCRIPTION ADEQUATE, AZI NOT SEARCHED FOR BUT HOUSING CONSTRUCTION
 LG1162'HAS BLOCKED VIEW FROM STATION.
 LG1162'
 LG1162'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HALLAM.
 LG1162
 LG1162                          STATION RECOVERY (1982)
 LG1162
 LG1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1162'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK
 LG1162'WERE RECOVERED IN GOOD CONDITION.  THERE WAS A MILEAGE ERROR IN THE
 LG1162'ORIGINAL DESCRIPTION FOR THE AZIMUTH MARK.  THE MARK 1.45 KM
 LG1162'(0.90 MI) EAST ON A PAVED ROAD, RATHER THAN 1.77 KM (1.10 MI) AS
 LG1162'ORIGINALLY STATED.  THE MARK IS NO LONGER GROUND VISIBLE TO THE
 LG1162'STATION.  AN AZIMUTH MARK 2 WAS ESTABLISHED.  AN ADEQUATE CHECK TO
 LG1162'THE REFERENCE MARKS WAS OBTAINED AND A POLARIS OBSERVATION MADE TO
 LG1162'THE NEW AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 LG1162'THE STATION IS LOCATED IN HALLAM, ABOUT 46.0 M (150.9 FT) EAST FROM A
 LG1162'RAILROAD CROSSING ON THE MAIN EAST/WEST STREET, ACROSS THE ROAD AND
 LG1162'SOUTH-SOUTHEAST FROM A GRAIN ELEVATOR AND IN THE SOUTHWEST ANGLE OF A
 LG1162'STREET INTERSECTION.
 LG1162'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LG1162'FLUSH WITH THE GROUND.  IT IS 19.8 M (65.0 FT) SOUTH FROM THE
 LG1162'CENTERLINE OF THE EAST/WEST STREET, 14.9 M (48.9 FT) WEST FROM THE
 LG1162'CENTERLINE OF A SAND STREET AND 10.73 M (35.20 FT) EAST FROM THE
 LG1162'NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING.  THE UNDERGROUND MARK
 LG1162'WAS NOT INSPECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1416 ***********************************************************************
 LG1416  DESIGNATION -  HALLAM AZ MK 2
 LG1416  PID         -  LG1416
 LG1416  STATE/COUNTY-  NE/LANCASTER
 LG1416  USGS QUAD   -  HALLAM (1964)
 LG1416
 LG1416                         *CURRENT SURVEY CONTROL
 LG1416  ___________________________________________________________________
 LG1416* NAD 83(1995)-  40 32 16.33211(N)    096 46 47.45013(W)     ADJUSTED  
 LG1416* NAVD 88     -       453.     (meters)    1486.     (feet)  SCALED    
 LG1416  ___________________________________________________________________
 LG1416  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 LG1416  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 LG1416
 LG1416  HORZ ORDER  -  THIRD
 LG1416
 LG1416.The horizontal coordinates were established by classical geodetic methods
 LG1416.and adjusted by the National Geodetic Survey in August 1997..
 LG1416
 LG1416.The orthometric height was scaled from a topographic map.
 LG1416
 LG1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1416
 LG1416.The geoid height was determined by GEOID03.
 LG1416
 LG1416;                    North         East     Units Scale Factor Converg.
 LG1416;SPC NE       -    83,303.651   772,693.983   MT  0.99980003   +2 08 02.3
 LG1416;UTM  14      - 4,489,826.636   688,023.673   MT  1.00003518   +1 26 36.3
 LG1416
 LG1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1416!SPC NE       -   0.99993311  x   0.99980003  =   0.99973315
 LG1416!UTM  14      -   0.99993311  x   1.00003518  =   0.99996828
 LG1416
 LG1416                          SUPERSEDED SURVEY CONTROL
 LG1416
 LG1416  NAD 83(1986)-  40 32 16.34024(N)    096 46 47.44852(W) AD(       ) 3
 LG1416
 LG1416.Superseded values are not recommended for survey control.
 LG1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1416.See file dsdata.txt to determine how the superseded data were derived.
 LG1416
 LG1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8802489827(NAD 83)
 LG1416_MARKER: DZ = AZIMUTH MARK DISK
 LG1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1416_SP_SET: CONCRETE POST
 LG1416_STAMPING: HALLAM 1947 NO 2 1982
 LG1416_MARK LOGO: NGS   
 LG1416_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1416+STABILITY: SURFACE MOTION
 LG1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1416+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 LG1416
 LG1416  HISTORY     - Date     Condition        Report By
 LG1416  HISTORY     - 1982     MONUMENTED       NGS
 LG1416  HISTORY     - 20050810 GOOD             GEOCAC
 LG1416
 LG1416                          STATION DESCRIPTION
 LG1416
 LG1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1416'THE STATION IS LOCATED ABOUT 0.4 KM (0.2 MI) EAST FROM HALLAM AND IN
 LG1416'THE NORTHEAST ANGLE OF WEST HALLAM ROAD AND SOUTHWEST 42ND STREET, ON
 LG1416'ROAD RIGHT-OF-WAY.
 LG1416'TO REACH FROM THE GRAIN ELEVATOR IN HALLAM, GO EAST ON WEST HALLAM
 LG1416'ROAD FOR 0.59 KM (0.37 MI) TO SOUTHWEST 42ND STREET AND THE MARK.
 LG1416'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LG1416'PROJECTS 0.010 M (0.033 FT) ABOVE THE GROUND.  THE UNDERGROUND MARK
 LG1416'IS 0.76 M (2.49 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 30.0 M
 LG1416'(98.4 FT) NORTH FROM THE CENTERLINE OF WEST HALLAM ROAD, 14.6 M
 LG1416'(47.9 FT) EAST FROM THE CENTERLINE OF SOUTHWEST 42ND STREET, 0.76 M
 LG1416'(2.49 FT) NORTHWEST FROM A BRACED GATE POST AND 0.3 M (1.0 FT) SOUTH
 LG1416'FROM A WITNESS POST.
 LG1416
 LG1416                          STATION RECOVERY (2005)
 LG1416
 LG1416'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 LG1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1170 ***********************************************************************
 ML1170  DESIGNATION -  HALLIWILL
 ML1170  PID         -  ML1170
 ML1170  STATE/COUNTY-  NE/CUSTER
 ML1170  USGS QUAD   -  CALLAWAY NW (1951)
 ML1170
 ML1170                         *CURRENT SURVEY CONTROL
 ML1170  ___________________________________________________________________
 ML1170* NAD 83(1995)-  41 24 09.78228(N)    099 57 51.26018(W)     ADJUSTED  
 ML1170* NAVD 88     -       938.     (meters)    3077.     (feet)  SCALED    
 ML1170  ___________________________________________________________________
 ML1170  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 ML1170  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 ML1170
 ML1170  HORZ ORDER  -  FIRST
 ML1170
 ML1170.The horizontal coordinates were established by classical geodetic methods
 ML1170.and adjusted by the National Geodetic Survey in August 1997..
 ML1170
 ML1170.The orthometric height was scaled from a topographic map.
 ML1170
 ML1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1170
 ML1170.The geoid height was determined by GEOID03.
 ML1170
 ML1170;                    North         East     Units Scale Factor Converg.
 ML1170;SPC NE       -   174,241.882   502,989.360   MT  0.99966021   +0 01 25.3
 ML1170;UTM  14      - 4,583,912.622   419,401.142   MT  0.99967994   -0 38 15.8
 ML1170
 ML1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1170!SPC NE       -   0.99985636  x   0.99966021  =   0.99951662
 ML1170!UTM  14      -   0.99985636  x   0.99967994  =   0.99953635
 ML1170
 ML1170|---------------------------------------------------------------------|
 ML1170| PID    Reference Object                     Distance      Geod. Az  |
 ML1170|                                                           dddmmss.s |
 ML1170| CN8702 HALLIWILL RM 1                      103.912 METERS 09330     |
 ML1170| CN8703 HALLIWILL RM 2                       23.268 METERS 18536     |
 ML1170| CN8704 HALLIWILL RM 3 AZIMUTH                             2720749.2 |
 ML1170| MM0365 ANSELMO SMALL CUPOLA                APPROX.12.9 KM 3120226.0 |
 ML1170| MM0366 ANSELMO LARGE CUPOLA                APPROX.12.8 KM 3121809.9 |
 ML1170|---------------------------------------------------------------------|
 ML1170
 ML1170                          SUPERSEDED SURVEY CONTROL
 ML1170
 ML1170  NAD 83(1986)-  41 24 09.78916(N)    099 57 51.26656(W) AD(       ) 1
 ML1170  NAD 27      -  41 24 09.77300(N)    099 57 49.81900(W) AD(       ) 1
 ML1170
 ML1170.Superseded values are not recommended for survey control.
 ML1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1170.See file dsdata.txt to determine how the superseded data were derived.
 ML1170
 ML1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1940183913(NAD 83)
 ML1170_MARKER: DS = TRIANGULATION STATION DISK
 ML1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1170
 ML1170  HISTORY     - Date     Condition        Report By
 ML1170  HISTORY     - 1933     MONUMENTED       CGS
 ML1170  HISTORY     - 1934     GOOD             CGS
 ML1170  HISTORY     - 1962     GOOD             CGS
 ML1170
 ML1170                          STATION DESCRIPTION
 ML1170
 ML1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1170'ABOUT 12 MILES EAST BY SOUTH OF ARNOLD, AND 17 MILES WEST
 ML1170'OF BROKEN BOW, ON A PROMINENT TABLE, ON LAND OWNED BY JAMES
 ML1170'HALLIWILL, WHO LIVES 3 MILES NORTHEAST OF STATION.
 ML1170'
 ML1170'REACHED FROM ARNOLD BY STATE HIGHWAY 16 FOR 16.0 MILES TO
 ML1170'CROSSROADS.  TURN SOUTH ON GRADED DIRT ROAD 3.0 MILES, THEN
 ML1170'EAST AND SOUTH 1.0 MILE TO SCHOOL, THENCE WEST 0.75 MILE.  BEAR
 ML1170'TO RIGHT ON WELL-TRAVELED TRAIL ABOUT 1/2 MILE TO LESTER HIRSCHS
 ML1170'HOUSE.  FOLLOW TRAIL SOUTHWEST UP VALLEY 0.65 MILE TO FORK.
 ML1170'KEEP LEFT FORK THROUGH WIRE GATE 1/2 MILE AND PASS THROUGH WIRE
 ML1170'GATE NEAR POND.  TURN LEFT (SOUTH) UP FENCE 0.15 MILE, AND KEEP
 ML1170'RIGHT-HAND FORK SOUTHWEST 0.2 MILE TO SOUTHWEST CORNER OF
 ML1170'FIELD.  TURN EAST DOWN HILL 50 YARDS TO WIRE GATE ON RIGHT AT
 ML1170'FOOT OF DUG WAY.  TURN SOUTH THROUGH THIS GATE AND FOLLOW
 ML1170'FARM ROAD UP HILL 1/4 MILE.  CONTINUE SOUTH THROUGH WIRE
 ML1170'GATE, KEEPING ALONG WEST EDGE OF FIELD TO ITS SOUTHWEST CORNER.
 ML1170'TURN EAST 0.3 MILE TO POINT NORTH OF GROVE OF TREES, THENCE
 ML1170'NORTH 0.1 MILE TO STATION.
 ML1170'
 ML1170'STATION IS ON THE SUMMIT OF THE SOUTHERLY AND HIGHER OF TWO
 ML1170'KNOLLS IN PASTURE, APPROXIMATELY 0.1 MILE NORTH OF PROMINENT
 ML1170'GROVE OF TREES, 350 FEET WEST OF SECTION-LINE FENCE, AND
 ML1170'PROJECTS 4 INCHES ABOVE GROUND.
 ML1170'
 ML1170'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION, IN SECTION
 ML1170'LINE FENCE, APPROXIMATELY 0.1 MILE NORTH OF GROVE OF TREES.
 ML1170'
 ML1170'REFERENCE MARK NO. 2 IS SOUTH OF STATION.
 ML1170'
 ML1170'REFERENCE MARK NO. 3 IS WEST OF STATION, IN FENCE LINE ON WEST
 ML1170'EDGE OF FIELD.
 ML1170'
 ML1170'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET IN SQUARE CONCRETE
 ML1170'POSTS.
 ML1170'
 ML1170'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.14 METERS.
 ML1170
 ML1170                          STATION RECOVERY (1934)
 ML1170
 ML1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 ML1170'STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHWEST OF MERNA, AND
 ML1170'12 MILES SOUTHEAST OF ARNOLD ON THE PROPERTY OF MR. JAMES
 ML1170'HALLIWILL, WHO LIVES 3.0 MILES NORTHEAST OF STATION.  MARK IS
 ML1170'ON THE SUMMIT OF THE MOST SOUTHERLY AND HIGHER OF TWO KNOLLS
 ML1170'IN PASTURE LAND 0.1 MILE NORTH OF PROMINENT GROVE OF TREES,
 ML1170'350 FEET WEST OF SECTION-LINE FENCE JUST EAST OF LARGEST CANYON
 ML1170'IN VICINITY.
 ML1170'
 ML1170'TO REACH FROM JUNCTION OF STATE HIGHWAYS 2 AND 16, GO WEST
 ML1170'ON HIGHWAY 16 FOR 9.3 MILES, TURN LEFT (SOUTH) GO 4.2 MILES
 ML1170'ON MAIN DIRT ROAD, TURN RIGHT (WEST) AND FOLLOW MAIN DIRT ROAD
 ML1170'FOR 1.6 MILES.  TURN LEFT (SOUTH), TAKE DOWN GATE, CONTINUE
 ML1170'STRAIGHT AHEAD OVER HILL AND THROUGH SECOND GATE FOR 0.8 MILE
 ML1170'TO FARMHOUSE, TURN WEST GO 0.3 MILE, TURN LEFT (SOUTH) GO
 ML1170'1.0 MILE ALONG EAST SIDE OF FENCE, ON THE WEST SIDE OF LARGE
 ML1170'CANYON.  TURN LEFT (EAST) AT THE END OF ROAD, WHICH IS FENCE
 ML1170'CORNER AND GO 0.3 MILE ALONG NORTH SIDE OF FENCE TO NORTHEAST
 ML1170'SIDE OF GROVE OF TREES.  TAKE DOWN FENCE AND GO 0.1 MILE
 ML1170'NORTHEAST TO TOP OF HILL AND STATION, JUST EAST OF LARGE
 ML1170'CANYON.
 ML1170'
 ML1170'REFERENCE MARK NO. 1 IS IN NORTH-SOUTH FENCE LINE, APPROXIMATELY
 ML1170'0.15 MILE NORTHEAST OF NORTHEAST CORNER OF GROVE OF TREES.
 ML1170'
 ML1170'REFERENCE MARK NO. 2 IS ON HIGH POINT ON HILL, JUST EAST OF LARGE
 ML1170'CANYON.
 ML1170'
 ML1170'TO REACH REFERENCE MARK NO. 3 FROM STATION, GO 0.1 MILE SOUTHWEST
 ML1170'TO GROVE OF TREES, TURN WEST ALONG NORTH SIDE OF FENCE FOR 0.5
 ML1170'MILE.  MARK IS 8 FEET WEST OF CENTERLINE OF DIRT ROAD IN
 ML1170'NORTH-AND-SOUTH FENCE LINE.
 ML1170
 ML1170                          STATION RECOVERY (1962)
 ML1170
 ML1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 ML1170'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 ML1170'A NEW TO REACH FOLLOWS--
 ML1170'
 ML1170'TO REACH THE STATION FROM THE POST OFFICE IN MERNA, GO WEST FOR
 ML1170'0.05 MILE TO A CROSSROADS.  TURN LEFT AND GO SOUTH FOR 0.15
 ML1170'MILE TO STATE HIGHWAY NO. 2, 92 AND 70.  TURN RIGHT AND GO
 ML1170'WEST ON STATE HIGHWAY NO. 2, 92 AND 70 FOR 0.3 MILE TO A POINT
 ML1170'WHERE STATE HIGHWAY NO. 2 GOES STRAIGHT AND STATE HIGHWAY NO.
 ML1170'92 AND 70 TURNS LEFT.  TURN LEFT AND GO WEST ON STATE HIGHWAY
 ML1170'NO. 92 AND 70 FOR 8.5 MILES TO A CROSSROADS.  TURN LEFT AND GO
 ML1170'SOUTH ON A GRAVEL ROAD FOR 3.7 MILES TO A SIDE ROAD ON THE
 ML1170'RIGHT.  TURN RIGHT AND GO WEST ON A GRADED ROAD FOR 1.25 MILE
 ML1170'TO A GATE.  PASS THROUGH GATE, TURN LEFT AND GO SOUTH ON A
 ML1170'TRACK ROAD FOR 0.8 MILE TO A HOUSE AND BARN.  GO BETWEEN
 ML1170'THE HOUSE AND THE BARN AND AROUND THE SOUTH SIDE OF THE
 ML1170'HOUSE FOR 0.05 MILE TO A GATE LEADING INTO A CULTIVATED
 ML1170'FIELD.  PASS THROUGH THE GATE AND GO WEST AND NORTH
 ML1170'AROUND THE EDGE OF THE CULTIVATED FIELD FOR 0.1 MILE TO A
 ML1170'DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON A
 ML1170'DIM TRACK ROAD FOR 0.15 MILE TO THE SECOND OF TWO GATES, ON
 ML1170'THE LEFT.  PASS THROUGH THE GATE AND GO SOUTH ON A DIM
 ML1170'TRACK ROAD UP A STEEP HILL FOR 0.1 MILE TO A GATE LEADING
 ML1170'INTO A CULTIVATED FIELD.  PASS THROUGH THE GATE AND CONTINUE
 ML1170'SOUTH ON THE EAST EDGE OF A CULTIVATED FIELD FOR 0.1 MILE
 ML1170'TO A GATE ON THE LEFT.  TURN LEFT THROUGH GATE, THEN RIGHT
 ML1170'AND GO SOUTH ON A DIM TRACK ROAD FOR 0.05 MILE TO A GATE
 ML1170'LEADING INTO A CULTIVATED FIELD.  PASS THROUGH GATE, TURN
 ML1170'LEFT AND FOLLOW THE FENCE AROUND THE EDGE OF THE CULTIVATED
 ML1170'FIELD FOR 0.95 MILE TO A GATE ON THE LEFT IN A NORTH-SOUTH
 ML1170'FENCE LINE.  TURN LEFT THROUGH THE GATE AND GO NORTHEAST FOR
 ML1170'0.2 MILE TO THE HIGHEST OF TWO HILLS AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0364 ***********************************************************************
 MM0364  DESIGNATION -  HALSEY CIRCLE LOT
 MM0364  PID         -  MM0364
 MM0364  STATE/COUNTY-  NE/THOMAS
 MM0364  USGS QUAD   -  HALSEY (1986)
 MM0364
 MM0364                         *CURRENT SURVEY CONTROL
 MM0364  ___________________________________________________________________
 MM0364* NAD 83(1995)-  41 53 13.01444(N)    100 20 23.41263(W)     ADJUSTED  
 MM0364* NAVD 88     -                                                        
 MM0364  ___________________________________________________________________
 MM0364  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 MM0364  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 MM0364
 MM0364  HORZ ORDER  -  THIRD
 MM0364
 MM0364.The horizontal coordinates were established by classical geodetic methods
 MM0364.and adjusted by the National Geodetic Survey in August 1997..
 MM0364
 MM0364
 MM0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0364
 MM0364.The geoid height was determined by GEOID03.
 MM0364
 MM0364;                    North         East     Units Scale Factor Converg.
 MM0364;SPC NE       -   228,060.443   471,803.557   MT  0.99968067   -0 13 30.8
 MM0364;UTM  14      - 4,638,092.216   388,840.593   MT  0.99975205   -0 53 40.7
 MM0364
 MM0364                          SUPERSEDED SURVEY CONTROL
 MM0364
 MM0364  NAD 83(1986)-  41 53 13.02100(N)    100 20 23.41969(W) AD(       ) 4
 MM0364  NAD 27      -  41 53 13.03711(N)    100 20 21.90712(W) AD(       ) 3
 MM0364
 MM0364.Superseded values are not recommended for survey control.
 MM0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0364.See file dsdata.txt to determine how the superseded data were derived.
 MM0364
 MM0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM8884138092(NAD 83)
 MM0364_MARKER: 57 = LOOKOUT TOWER
 MM0364
 MM0364  HISTORY     - Date     Condition        Report By
 MM0364  HISTORY     - 1973     FIRST OBSERVED   NGS
 MM0364  HISTORY     - 20030813 GOOD             USPSQD
 MM0364
 MM0364                          STATION DESCRIPTION
 MM0364
 MM0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0364'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE
 MM0364'NEBRASKA, FOREST SERVICE, LOOKOUT TOWER THAT IS LOCATED ABOUT
 MM0364'3 MILES SOUTHWEST OF HALSEY AND ON PROPERTY OWNED BY THE
 MM0364'NEBRASKA NATIONAL FOREST.  IT IS AN EIGHT FOOT SQUARE CABIN
 MM0364'SURMOUNTED ON FOUR STRUCTURAL STEEL LEGS AND IS UNPAINTED.  THE
 MM0364'OVERALL HEIGHT IS 110 FEET.
 MM0364
 MM0364                          STATION RECOVERY (2003)
 MM0364
 MM0364'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MM0364'STATION FOUND GOOD. TO REACH THE STATION FROM THE INTERSECTION OF
 MM0364'NEBRASKA STATE HIGHWAY 2 AND SPUR ROAD 86B (1.0 MILE WEST OF HALSEY),
 MM0364'TAKE SPUR ROAD 86B 3 MILES INTO THE NATIONAL FOREST TO THE LOOKOUT
 MM0364'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0610 ***********************************************************************
 NP0610  DESIGNATION -  HAM
 NP0610  PID         -  NP0610
 NP0610  STATE/COUNTY-  NE/SHERIDAN
 NP0610  USGS QUAD   -  CLINTON (1969)
 NP0610
 NP0610                         *CURRENT SURVEY CONTROL
 NP0610  ___________________________________________________________________
 NP0610* NAD 83(1995)-  42 46 36.73510(N)    102 17 12.11498(W)     ADJUSTED  
 NP0610* NAVD 88     -      1150.2    (meters)    3774.     (feet)  VERTCON   
 NP0610  ___________________________________________________________________
 NP0610  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 NP0610  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 NP0610
 NP0610  HORZ ORDER  -  SECOND
 NP0610
 NP0610.The horizontal coordinates were established by classical geodetic methods
 NP0610.and adjusted by the National Geodetic Survey in August 1997..
 NP0610
 NP0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0610
 NP0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0610
 NP0610.The geoid height was determined by GEOID03.
 NP0610
 NP0610;                    North         East     Units Scale Factor Converg.
 NP0610;SPC NE       -   329,309.219   312,906.636   MT  0.99990533   -1 30 55.4
 NP0610;UTM  13      - 4,739,607.892   721,961.854   MT  1.00020616   +1 50 36.5
 NP0610
 NP0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0610!SPC NE       -   0.99982251  x   0.99990533  =   0.99972786
 NP0610!UTM  13      -   0.99982251  x   1.00020616  =   1.00002864
 NP0610
 NP0610:                Primary Azimuth Mark                     Grid Az
 NP0610:SPC NE       -  GORDON MUNICIPAL TANK                    066 27 43.6
 NP0610:UTM  13      -  GORDON MUNICIPAL TANK                    063 06 11.7
 NP0610
 NP0610|---------------------------------------------------------------------|
 NP0610| PID    Reference Object                     Distance      Geod. Az  |
 NP0610|                                                           dddmmss.s |
 NP0610| NP0580 GORDON MUNICIPAL TANK               APPROX. 7.1 KM 0645648.2 |
 NP0610| CQ3880 HAM RM 2                             13.893 METERS 17634     |
 NP0610| CQ3879 HAM RM 1                             13.630 METERS 26849     |
 NP0610|---------------------------------------------------------------------|
 NP0610
 NP0610                          SUPERSEDED SURVEY CONTROL
 NP0610
 NP0610  NAD 83(1995)-  42 46 36.72790(N)    102 17 12.11802(W) AD(       ) 2
 NP0610  NAD 83(1986)-  42 46 36.72668(N)    102 17 12.11683(W) AD(       ) 2
 NP0610  NAD 27      -  42 46 36.73385(N)    102 17 10.52725(W) AD(       ) 2
 NP0610  NGVD 29 (07/19/86) 1149.7    (m)         3772.     (f) VERT ANG       
 NP0610
 NP0610.Superseded values are not recommended for survey control.
 NP0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0610.See file dsdata.txt to determine how the superseded data were derived.
 NP0610
 NP0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2196239608(NAD 83)
 NP0610_MARKER: DD = SURVEY DISK
 NP0610_SETTING: 0 = UNSPECIFIED SETTING
 NP0610
 NP0610  HISTORY     - Date     Condition        Report By
 NP0610  HISTORY     - 1968     MONUMENTED       USGS
 NP0610
 NP0610                          STATION DESCRIPTION
 NP0610
 NP0610'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0610'STATION IS 2.0 MI S. AND 4.0 MI W. OF VILLAGE OF GORDON, IN
 NP0610'SE. QUARTER SEC. 6, T. 32 N., R. 42 W., ON PROPERTY OWNED
 NP0610'BY CLYDE HAMPTON.  ON TOP HIGH RIDGE IN OPEN PASTURE ON N.
 NP0610'SIDE COUNTY RD.
 NP0610'
 NP0610'TO REACH FROM THE POST OFFICE AT GORDON, GO E. ON SECOND
 NP0610'STREET FOR 0.05 MI TO MAIN ST. (HWY. 27), TURN RIGHT (S.)
 NP0610'AND GO S. ALONG MAIN ST. (HWY. 27) FOR 0.3 MI TO JCT. HWY.
 NP0610'27 AND HWY. 20, TURN RIGHT (W.) AND GO ALONG HWY. 20 FOR 4.4
 NP0610'MI TO A CROSSROADS, TURN LEFT (S.) AND GO 0.8 MI TO A CROSSROADS.
 NP0610'TURN RIGHT (W.) AND GO 0.35 MI TO PRIVATE DRIVE OF CLYDE
 NP0610'HAMPTON ON LEFT (S.) AND FIELD ENTRANCE ON RIGHT (N.), TURN
 NP0610'RIGHT AND PASS THROUGH WIRE FENCE GATE AND GO EASTWARD ACROSS
 NP0610'OPEN PASTURE FOR 0.2 MI TO TOP RIDGE AND STATION.
 NP0610'
 NP0610'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0610'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG,
 NP0610'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET HAM
 NP0610'1968, 370 FT NORTHWARD FROM FENCE AND USGS WITNESS POST, MARK
 NP0610'IS FLUSH WITH GROUND.
 NP0610'
 NP0610'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0610'COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN.
 NP0610'LONG, FILLED WITH GRAVEL TO 1 IN. OF CAP, W. OF THE STATION,
 NP0610'44.72 FT, 13.630 METERS, STAMPED HAM NO 1 1968, FLUSH WITH
 NP0610'GROUND.
 NP0610'
 NP0610'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0610'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE, 12 IN.
 NP0610'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, S. OF THE
 NP0610'STATION, 45.58 FT, 13.893 METERS.  STAMPED HAM NO 2 1968,
 NP0610'FLUSH WITH GROUND.
 NP0610'
 NP0610'AZIMUTH MARK - NONE SET.
 NP0610'
 NP0610'REFERENCE AZIMUTH OBSERVED TO GORDON MWT ENE. APPROX. 4.5 MI.
 NP0610'
 NP0610'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0961 ***********************************************************************
 LG0961  DESIGNATION -  HAMILTON
 LG0961  PID         -  LG0961
 LG0961  STATE/COUNTY-  NE/HAMILTON
 LG0961  USGS QUAD   -  HAMPTON (1968)
 LG0961
 LG0961                         *CURRENT SURVEY CONTROL
 LG0961  ___________________________________________________________________
 LG0961* NAD 83(1995)-  40 55 50.53525(N)    097 57 37.84918(W)     ADJUSTED  
 LG0961* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 LG0961  ___________________________________________________________________
 LG0961  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 LG0961  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 LG0961
 LG0961  HORZ ORDER  -  SECOND
 LG0961
 LG0961.The horizontal coordinates were established by classical geodetic methods
 LG0961.and adjusted by the National Geodetic Survey in August 1997..
 LG0961
 LG0961.The orthometric height was scaled from a topographic map.
 LG0961
 LG0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0961
 LG0961.The geoid height was determined by GEOID03.
 LG0961
 LG0961;                    North         East     Units Scale Factor Converg.
 LG0961;SPC NE       -   123,862.983   671,706.174   MT  0.99970863   +1 21 05.6
 LG0961;UTM  14      - 4,531,584.749   587,514.578   MT  0.99969426   +0 40 51.8
 LG0961
 LG0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0961!SPC NE       -   0.99991787  x   0.99970863  =   0.99962653
 LG0961!UTM  14      -   0.99991787  x   0.99969426  =   0.99961216
 LG0961
 LG0961:                Primary Azimuth Mark                     Grid Az
 LG0961:SPC NE       -  HORDVILLE LUTH CH STEEPLE                018 47 17.0
 LG0961:UTM  14      -  HORDVILLE LUTH CH STEEPLE                019 27 30.8
 LG0961
 LG0961|---------------------------------------------------------------------|
 LG0961| PID    Reference Object                     Distance      Geod. Az  |
 LG0961|                                                           dddmmss.s |
 LG0961| MK1928 HORDVILLE LUTH CH STEEPLE           APPROX.17.8 KM 0200822.6 |
 LG0961| MK1927 HORDVILLE MUNICIPAL TANK            APPROX.17.6 KM 0202030.1 |
 LG0961| LG0949 EVAN LUTH ZION CHURCH BELFRY        APPROX. 9.7 KM 1000430.3 |
 LG0961| LG0920 BRADSHAW MUNICIPAL STANDPIPE        APPROX.18.8 KM 1060542.8 |
 LG0961| LG0959 HAMPTON ST PETERS LUTHERAN CH       APPROX. 8.1 KM 1290810.9 |
 LG0961| CN8706 HAMILTON RM 1                        30.013 METERS 12939     |
 LG0961| LG0954 HENDERSON MUNICIPAL STANDPIPE       APPROX.20.9 KM 1432646.4 |
 LG0961| CN8705 HAMILTON AZ MK                                     1734429.2 |
 LG0961| LH1091 AURORA MUNICIPAL STANDPIPE          APPROX. 8.0 KM 2053702.9 |
 LG0961| LH1090 AURORA HAMILTON CTHSE SPIRE         APPROX. 7.8 KM 2064333.7 |
 LG0961| CN8707 HAMILTON RM 2                        31.272 METERS 27100     |
 LG0961| ML1071 MARQUETTE MUNICIPAL TANK            APPROX. 9.3 KM 3331120.7 |
 LG0961|---------------------------------------------------------------------|
 LG0961
 LG0961                          SUPERSEDED SURVEY CONTROL
 LG0961
 LG0961  NAD 83(1986)-  40 55 50.54340(N)    097 57 37.85097(W) AD(       ) 2
 LG0961  NAD 27      -  40 55 50.49400(N)    097 57 36.64700(W) AD(       ) 2
 LG0961
 LG0961.Superseded values are not recommended for survey control.
 LG0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0961.See file dsdata.txt to determine how the superseded data were derived.
 LG0961
 LG0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8751531585(NAD 83)
 LG0961_MARKER: DS = TRIANGULATION STATION DISK
 LG0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0961
 LG0961  HISTORY     - Date     Condition        Report By
 LG0961  HISTORY     - 1950     MONUMENTED       CGS
 LG0961  HISTORY     - 1961     MARK NOT FOUND   CGS
 LG0961  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LG0961
 LG0961                          STATION DESCRIPTION
 LG0961
 LG0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0961'THE STATION IS LOCATED ABOUT 4 MILES SOUTH AND 1-3/4 MILES EAST OF
 LG0961'MARQUETTE AND 5 MILES NORTHEAST OF AURORA, ON THE NORTH SIDE OF
 LG0961'THE ROAD ABOUT 150 FEET WEST OF A CROSSROADS.  IT IS 43 FEET WEST
 LG0961'OF A TELEPHONE POLE, 32 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 LG0961'ROAD AND 27 FEET WEST OF A 2 FOOT COTTON WOOD TREE WITH A
 LG0961'TRIANGLE BLAZE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 LG0961'DISK IS STAMPED HAMILTON 1950.
 LG0961'
 LG0961'REFERENCE MARK NO. 1 IS 105 FEET WEST OF THE CENTERLINE OF A GRAVEL
 LG0961'ROAD, 72 FEET WEST OF A POWERLINE POLE, 32 FEET SOUTH OF THE
 LG0961'CENTERLINE OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCELINE.  THE
 LG0961'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HAMILTON NO 1
 LG0961'1950.
 LG0961'
 LG0961'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 LG0961'ROAD AND 15 FEET EAST OF 2 FOOT COTTON WOOD TREE.  THE MARK PROJECTS
 LG0961'ABOUT 4 INCHES AND THE DISK IS STAMPED HAMILTON NO 2 1950.
 LG0961'
 LG0961'AZIMUTH MARK IS 35 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 4
 LG0961'FEET NORTH NORTHWEST OF A POWERLINE POLE AND 2.5 FEET NORTH
 LG0961'NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 LG0961'INCHES AND THE DISK IS STAMPED HAMILTON 1950.
 LG0961'
 LG0961'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN OF
 LG0961'MARQUETTE, GO EAST ON THE MAIN STREET FOR 0.05 MILE TO A CROSS
 LG0961'STREETS.  TURN RIGHT (SOUTH) FOR 0.25 MILE TO A T-ROAD.  TURN LEFT
 LG0961'(EAST) AND FOLLOW GRAVEL ROAD FOR 0.6 MILE TO STATE ROUTE 14.
 LG0961'TURN RIGHT (SOUTH) ON STATE ROUTE 14 AND GO 4.0 MILES TO A
 LG0961'CROSSROADS.  TURN LEFT (EAST) AND FOLLOW DIRT ROAD FOR 1.85 MILES
 LG0961'TO STATION ON NORTH SIDE OF ROAD AS DESCRIBED.
 LG0961'
 LG0961'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.05 MILE
 LG0961'TO A CROSSROADS.  TURN RIGHT (SOUTH) AND GO 0.25 MILE TO MARK ON
 LG0961'WEST SIDE OF ROAD AS DESCRIBED.
 LG0961'
 LG0961'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0961
 LG0961                          STATION RECOVERY (1961)
 LG0961
 LG0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WEW)
 LG0961'STATION WAS SEARCHED AND DUG FOR BUT NOT RECOVERED.  R.M.S FOUND
 LG0961'IN GOOD CONDITION.
 LG0961
 LG0961                          STATION RECOVERY (1963)
 LG0961
 LG0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0961'THIS STATION MARK HAD BEEN DISPLACED, BOTH REFERENCE MARKS HAD BEEN
 LG0961'HIT BY ROAD MACHINERY,BUT THEY WERE STILL LOCATED IN THEIR
 LG0961'APPROXIMATE ORIGINAL POSITION.  THE UNDERGROUND STATION MARK WAS
 LG0961'FOUND IN PLACE.  IT WAS LOWERED AND A SURFACE MARK WAS ESTABLISHED
 LG0961'OVER IT.  THE REFERENCE MARKS AND THE AZIMUTH MARK WERE LEFT IN
 LG0961'PLACE. THE TALL ELEVATOR LISTED ABOVE OBSTRUCTS THE LINE OF SIGHT TO
 LG0961'THE MARQUETTE, MUNI., WATER TANK.  A COMPLETE DESCRIPTION
 LG0961'FOLLOWS.
 LG0961'
 LG0961'STATION IS LOCATED ABOUT 5 AND 1/2 MILES NORTH-NORTHEAST OF THE TOWN
 LG0961'OF AURORA AND 4 AND 1/2 MILES SOUTH-SOUTHEAST OF MARQUETTE IN THE
 LG0961'SOUTHEAST CORNER OF SEC. 2, T 11 N., R 6 W. ON THE NORTH SIDE OF A
 LG0961'ROAD ABOUT 200 FEET WEST OF A CROSSROADS, 249 FEET WEST OF AN
 LG0961'IRRIGATION WELL, 185 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG0961'GRAVEL ROAD, 44 FEET WEST OF A TELEPHONE POLE, 31 FEET NORTH OF THE
 LG0961'CENTER OF GRAVEL ROAD, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST
 LG0961'WITH SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LG0961'HAMILTON 1950.
 LG0961'
 LG0961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND STATE
 LG0961'HIGHWAY 14 AT THE NORTHEAST EDGE OF THE TOWN OF AURORA, GO NORTH
 LG0961'ON STATE HIGHWAY 14 FOR 5.0 MILES TO A CROSSROADS.  TURN RIGHT AND
 LG0961'GO EAST ON A GRAVEL ROAD FOR 1.95 MILES TO THE STATION ON THE LEFT
 LG0961'AS DESCRIBED.
 LG0961'
 LG0961'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 105 FEET WEST OF
 LG0961'THE CENTER OF NORTH-SOUTH GRAVEL ROAD, 72 FEET WEST OF A POWER POLE,
 LG0961'AND 32 FEET SOUTH OF THE CENTER OF GRAVEL ROAD.  THE MARK PROJECTS
 LG0961'4 INCHES AND THE DISK IS STAMPED HAMILTON NO 1 1950.
 LG0961'
 LG0961'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 45 FEET EAST OF A
 LG0961'TELEPHONE POLE, AND 33 FEET NORTH OF THE CENTERLINE OF EAST-WEST
 LG0961'GRAVEL ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LG0961'HAMILTON NO 2 1950.
 LG0961'
 LG0961'AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, ABOUT 100 FEET SOUTH
 LG0961'OF A FIELD ENTRANCE ON THE EAST SIDE OF ROAD, 35 FEET WEST OF THE
 LG0961'CENTER OF A NORTH-SOUTH GRAVEL ROAD, 4 FEET NORTH OF THE 6TH
 LG0961'POWER POLE SOUTH OF CROSSROADS, AND 1 FOOT NORTH OF A NEW STEEL
 LG0961'WITNESS POST WITH SIGN.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LG0961'IS STAMPED HAMILTON 1950.
 LG0961'
 LG0961'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.05 MILE
 LG0961'TO CROSSROADS.  TURN RIGHT AND GO SOUTH FOR 0.25 MILE TO THE AZIMUTH
 LG0961'MARK ON THE RIGHT AS DESCRIBED.
 LG0961'
 LG0961'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1980 ***********************************************************************
 MK1980  DESIGNATION -  HAMILTON
 MK1980  PID         -  MK1980
 MK1980  STATE/COUNTY-  NE/DOUGLAS
 MK1980  USGS QUAD   -  IRVINGTON (1984)
 MK1980
 MK1980                         *CURRENT SURVEY CONTROL
 MK1980  ___________________________________________________________________
 MK1980* NAD 83(1995)-  41 20 36.35909(N)    096 01 28.08244(W)     ADJUSTED  
 MK1980* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 MK1980  ___________________________________________________________________
 MK1980  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 MK1980  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 MK1980
 MK1980  HORZ ORDER  -  FIRST
 MK1980
 MK1980.The horizontal coordinates were established by classical geodetic methods
 MK1980.and adjusted by the National Geodetic Survey in August 1997..
 MK1980
 MK1980.The orthometric height was scaled from a topographic map.
 MK1980
 MK1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1980
 MK1980.The geoid height was determined by GEOID03.
 MK1980
 MK1980;                    North         East     Units Scale Factor Converg.
 MK1980;SPC NE       -   175,305.415   832,510.510   MT  0.99966259   +2 38 04.5
 MK1980;UTM  14      - 4,581,154.879   748,957.851   MT  1.00036284   +1 57 59.6
 MK1980;UTM  15      - 4,581,296.637   246,947.380   MT  1.00038815   -1 59 56.2
 MK1980
 MK1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1980!SPC NE       -   0.99994193  x   0.99966259  =   0.99960454
 MK1980!UTM  14      -   0.99994193  x   1.00036284  =   1.00030474
 MK1980!UTM  15      -   0.99994193  x   1.00038815  =   1.00033005
 MK1980
 MK1980|---------------------------------------------------------------------|
 MK1980| PID    Reference Object                     Distance      Geod. Az  |
 MK1980|                                                           dddmmss.s |
 MK1980| CL6601 HAMILTON RM 1                       144.560 METERS 07731     |
 MK1980| MJ1250 AIRWAY BEACON 0                     APPROX.16.2 KM 1115730.7 |
 MK1980| CL6600 HAMILTON AZ MK                                     1770336.5 |
 MK1980| CL6602 HAMILTON RM 2                       150.340 METERS 18124     |
 MK1980| MK0520 VOSS                                APPROX.13.6 KM 3212306.8 |
 MK1980|---------------------------------------------------------------------|
 MK1980
 MK1980                          SUPERSEDED SURVEY CONTROL
 MK1980
 MK1980  NAD 83(1986)-  41 20 36.36622(N)    096 01 28.08287(W) AD(       ) 1
 MK1980  NAD 27      -  41 20 36.37500(N)    096 01 27.02600(W) AD(       ) 1
 MK1980
 MK1980.Superseded values are not recommended for survey control.
 MK1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1980.See file dsdata.txt to determine how the superseded data were derived.
 MK1980
 MK1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4895881155(NAD 83)
 MK1980_MARKER: DS = TRIANGULATION STATION DISK
 MK1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1980
 MK1980  HISTORY     - Date     Condition        Report By
 MK1980  HISTORY     - 1934     MONUMENTED       CGS
 MK1980  HISTORY     - 1957     GOOD             CGS
 MK1980
 MK1980                          STATION DESCRIPTION
 MK1980
 MK1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MK1980'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF DOWNTOWN OMAHA,
 MK1980'IN SOUTHEAST CORNER OF NORTHEAST QUARTER OF SEC. 23, T. 16 N.,
 MK1980'R. 12 E., ON LAND OWNED BY DR. H.P. HAMILTON, WHO LIVES IN
 MK1980'OMAHA.  IT IS IN A PASTURE 20 FEET EAST OF NORTH-SOUTH FENCE
 MK1980'LINE WHICH SEPARATES CORN FIELD FROM PASTURE AND IS 12 INCHES
 MK1980'UNDERGROUND.
 MK1980'
 MK1980'TO REACH FROM POST OFFICE IN BENSON, A SUBURB OF OMAHA, GO WEST
 MK1980'AND NORTH ON STATE HIGHWAY 8 FOR 1.2 MILES TO INTERSECTION WITH
 MK1980'SEVENTY-SECOND STREET, THENCE NORTH ON SEVENTY-SECOND STREET 3.0
 MK1980'MILES TO A NARROW LANE BETWEEN CORN FIELD AND PASTURE WHICH LEADS
 MK1980'WEST UNDER A DOUBLE-POLE TRANSMISSION LINE, FOLLOW LANE WEST
 MK1980'ABOUT 175 FEET TO FENCE, THENCE NORTH ALONG FENCE 165 FEET TO
 MK1980'STATION.
 MK1980'
 MK1980'REFERENCE MARK NO. 1 IS SET 44.560 METERS (146.20
 MK1980'FEET) EAST OF STATION, 31 FEET WEST OF CENTERLINE OF SEVENTY-SECOND
 MK1980'STREET AND 3 FEET WEST OF WEST RIGHT-OF-WAY FENCE.
 MK1980'
 MK1980'REFERENCE MARK NO. 2 IS SET 50.340 METERS (165.17
 MK1980'FEET) SOUTH OF STATION, 2 FEET EAST OF FENCE CORNER, JUST
 MK1980'OUTSIDE FENCE LINE AND 5 FEET NORTH OF CENTERLINE OF LANE LEADING
 MK1980'TO STATION.
 MK1980'
 MK1980'AZIMUTH MARK IS 0.7 MILE SOUTH OF LANE LEADING TO
 MK1980'STATION, ALONG SEVENTY-SECOND STREET, 30 FEET WEST OF CENTERLINE
 MK1980'OF PAVEMENT, 2 FEET EAST OF BARBED WIRE FENCE AND ON TOP OF 4-FOOT
 MK1980'BANK.
 MK1980'
 MK1980'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 MK1980
 MK1980                          STATION RECOVERY (1957)
 MK1980
 MK1980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GFM)
 MK1980'STATION RECOVERED AS DESCRIBED.
 MK1980'
 MK1980'UNABLE TO FIND AZIMUTH MARK, BELIEVED DESTROYED.  THERE HAS BEEN
 MK1980'SOME LAND LEVELING IN THIS AREA AND A HOUSE BUILT.  NEW RESIDENTS
 MK1980'COULD NOT REMEMBER EVER SEEING MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0696 ***********************************************************************
 NP0696  DESIGNATION -  HAMMOND
 NP0696  PID         -  NP0696
 NP0696  STATE/COUNTY-  NE/DAWES
 NP0696  USGS QUAD   -  TRUNK BUTTE (1980)
 NP0696
 NP0696                         *CURRENT SURVEY CONTROL
 NP0696  ___________________________________________________________________
 NP0696* NAD 83(1995)-  42 51 35.88150(N)    103 12 27.34210(W)     ADJUSTED  
 NP0696* NAVD 88     -      1083.     (meters)    3553.     (feet)  SCALED    
 NP0696  ___________________________________________________________________
 NP0696  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 NP0696  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 NP0696
 NP0696  HORZ ORDER  -  FIRST
 NP0696
 NP0696.The horizontal coordinates were established by classical geodetic methods
 NP0696.and adjusted by the National Geodetic Survey in January 1998..
 NP0696
 NP0696.The orthometric height was scaled from a topographic map.
 NP0696
 NP0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0696
 NP0696.The geoid height was determined by GEOID03.
 NP0696
 NP0696;                    North         East     Units Scale Factor Converg.
 NP0696;SPC NE       -   340,927.161   237,932.601   MT  0.99993878   -2 07 32.4
 NP0696;UTM  13      - 4,746,822.784   646,429.132   MT  0.99986379   +1 13 09.9
 NP0696
 NP0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0696!SPC NE       -   0.99983303  x   0.99993878  =   0.99977182
 NP0696!UTM  13      -   0.99983303  x   0.99986379  =   0.99969684
 NP0696
 NP0696|---------------------------------------------------------------------|
 NP0696| PID    Reference Object                     Distance      Geod. Az  |
 NP0696|                                                           dddmmss.s |
 NP0696| CQ3882 HAMMOND RM 1                         18.481 METERS 00335     |
 NP0696| CQ3883 HAMMOND RM 2                         17.918 METERS 17440     |
 NP0696| CQ3881 HAMMOND AZ MK                                      1790218.1 |
 NP0696| NP0704 WHITNEY MUNICIPAL TANK              APPROX. 9.7 KM 2042650.8 |
 NP0696| NP0702 CRAWFORD PUBLIC SCHOOL STACK        APPROX.25.8 KM 2192116.5 |
 NP0696|---------------------------------------------------------------------|
 NP0696
 NP0696                          SUPERSEDED SURVEY CONTROL
 NP0696
 NP0696  NAD 83(1995)-  42 51 35.88146(N)    103 12 27.34202(W) AD(       ) 1
 NP0696  NAD 83(1995)-  42 51 35.88022(N)    103 12 27.34182(W) AD(       ) 1
 NP0696  NAD 83(1986)-  42 51 35.86485(N)    103 12 27.32840(W) AD(       ) 1
 NP0696  NAD 27      -  42 51 35.96100(N)    103 12 25.63900(W) AD(       ) 1
 NP0696
 NP0696.Superseded values are not recommended for survey control.
 NP0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0696.See file dsdata.txt to determine how the superseded data were derived.
 NP0696
 NP0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4642946823(NAD 83)
 NP0696_MARKER: DS = TRIANGULATION STATION DISK
 NP0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0696
 NP0696  HISTORY     - Date     Condition        Report By
 NP0696  HISTORY     - 1941     MONUMENTED       CGS
 NP0696
 NP0696                          STATION DESCRIPTION
 NP0696
 NP0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0696'STATION IS ABOUT 5-3/4 MILES NNE OF WHITNEY, 0.8 MILE N OF THE
 NP0696'J.T. HAMMOND FARMHOUSE ON HIS PROPERTY, ON THE HIGHEST PART
 NP0696'OF A BARE FLAT-TOPPED HILL AND ON THE SECTION-LINE BETWEEN
 NP0696'SEC. 3 AND 4, T. 33 N, R. 50 W.  IT IS 4.5 FEET W OF A N-S
 NP0696'WIRE FENCE AND 8 FEET SW OF A WHITE REFERENCE POST.  IT IS
 NP0696'STAMPED HAMMOND 1941 AND PROJECTS 8 INCHES.
 NP0696'
 NP0696'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NP0696'BRONZE DISKS SET IN SQUARE CONCRETE POSTS.
 NP0696'
 NP0696'REFERENCE MARK NO. 1 IS 1 FOOT W OF THE N-S WIRE FENCE.  IT IS
 NP0696'STAMPED HAMMOND NO. 1 1941 AND PROJECTS 6 INCHES.
 NP0696'
 NP0696'REFERENCE MARK NO. 2 IS 1 FOOT W OF THE N-S FENCE, AND IS STAMPED
 NP0696'HAMMOND NO. 2 1941 AND PROJECTS 6 INCHES.
 NP0696'
 NP0696'THE AZIMUTH MARK IS IN THE NW CORNER OF A RURAL SCHOOL GROUNDS,
 NP0696'80 FEET NW OF THE NW CORNER OF THE SCHOOL BUILDING, 40 FEET
 NP0696'E OF THE CENTER LINE OF THE N-S TRACK ROAD TO THE STATION AND
 NP0696'7.5 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED HAMMOND 1941
 NP0696'AND PROJECTS 6 INCHES.
 NP0696'
 NP0696'TO REACH THE STATION FROM WHITNEY GO N FROM THE POST OFFICE
 NP0696'FOR 1.0 MILE AND TURN LEFT (W), GO 0.5 MILE AND TURN RIGHT (N),
 NP0696'GO 3.0 MILES AND TURN RIGHT (E) GO 3.0 MILES AND TURN LEFT (N)
 NP0696'ON THE W SIDE OF A RURAL SCHOOLHOUSE (THE AZIMUTH MARK IS ON THE
 NP0696'SCHOOL GROUNDS), GO 0.5 MILE AND PASS THROUGH A GATE AT A
 NP0696'FARMHOUSE, CONTINUE N ALONG THE E SIDE OF A N-S FENCE FOR 0.8 MILE
 NP0696'TO A POINT OPPOSITE THE STATION ON THE W SIDE OF THE FENCE.
 NP0696'
 NP0696'4-FOOT SIGNALS AT CARLSON, WOLF, EGAN, DAVIS, AND ISINGLASS
 NP0696'AND A 37-FOOT SIGNAL AT WAYSIDE ARE VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0960 ***********************************************************************
 LG0960  DESIGNATION -  HAMPTON COOP
 LG0960  PID         -  LG0960
 LG0960  STATE/COUNTY-  NE/HAMILTON
 LG0960  USGS QUAD   -  HAMPTON (1968)
 LG0960
 LG0960                         *CURRENT SURVEY CONTROL
 LG0960  ___________________________________________________________________
 LG0960* NAD 83(1995)-  40 52 41.10295(N)    097 53 07.71120(W)     ADJUSTED  
 LG0960* NAVD 88     -       587.57   (+/-2cm)    1927.7    (feet)  VERTCON   
 LG0960  ___________________________________________________________________
 LG0960  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 LG0960  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 LG0960
 LG0960  HORZ ORDER  -  SECOND
 LG0960  VERT ORDER  -  THIRD ? (See Below)
 LG0960
 LG0960.The horizontal coordinates were established by classical geodetic methods
 LG0960.and adjusted by the National Geodetic Survey in August 1997..
 LG0960
 LG0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0960.The vertical order pertains to the NGVD 29 superseded value.
 LG0960
 LG0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0960
 LG0960.The geoid height was determined by GEOID03.
 LG0960
 LG0960;                    North         East     Units Scale Factor Converg.
 LG0960;SPC NE       -   118,174.603   678,165.341   MT  0.99971819   +1 24 04.6
 LG0960;UTM  14      - 4,525,821.168   593,906.594   MT  0.99970854   +0 43 46.0
 LG0960
 LG0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0960!SPC NE       -   0.99991190  x   0.99971819  =   0.99963011
 LG0960!UTM  14      -   0.99991190  x   0.99970854  =   0.99962046
 LG0960
 LG0960:                Primary Azimuth Mark                     Grid Az
 LG0960:SPC NE       -  DOWD 14                                  233 11 19.3
 LG0960:UTM  14      -  DOWD 14                                  233 51 37.9
 LG0960
 LG0960|---------------------------------------------------------------------|
 LG0960| PID    Reference Object                     Distance      Geod. Az  |
 LG0960|                                                           dddmmss.s |
 LG0960| LG0957 DOWD 14                             APPROX.11.5 KM 2343523.9 |
 LG0960|---------------------------------------------------------------------|
 LG0960
 LG0960                          SUPERSEDED SURVEY CONTROL
 LG0960
 LG0960  NAD 83(1986)-  40 52 41.11171(N)    097 53 07.71276(W) AD(       ) 2
 LG0960  NAD 27      -  40 52 41.07588(N)    097 53 06.53633(W) AD(       ) 2
 LG0960  NGVD 29 (07/19/86)  587.34   (m)         1927.0    (f) LEVELING    3  
 LG0960
 LG0960.Superseded values are not recommended for survey control.
 LG0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0960.See file dsdata.txt to determine how the superseded data were derived.
 LG0960
 LG0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9390725821(NAD 83)
 LG0960_MARKER: DD = SURVEY DISK
 LG0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0960_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0960+STABILITY: SURFACE MOTION
 LG0960
 LG0960  HISTORY     - Date     Condition        Report By
 LG0960  HISTORY     - 1961     MONUMENTED       NEDR
 LG0960
 LG0960                          STATION DESCRIPTION
 LG0960
 LG0960'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0960'THE STATION IS LOCATED IN HAMPTON ON TOP OF THE HAMPTON CO-OP
 LG0960'ELEVATOR.  IT IS IN SEC. 33, T 11 N, R 5 W.
 LG0960'
 LG0960'TO REACH THE STATION FROM THE POST OFFICE IN HAMPTON GO SOUTH ABOUT
 LG0960'250 FEET ON MAIN STREET, TURN LEFT ON U.S. HIGHWAY 34 AND GO EAST
 LG0960'TO THE ELEVATOR AND THE STATION ON TOP OF THE ELEVATOR.  USE
 LG0960'THE SELF-OPERATED MAN-LIFT TO THE TOP FLOOR OF THE ELEVATOR AND
 LG0960'CLIMB TO THE ROOF BY MEANS OF THE LADDER MOUNTED TO THE INSIDE
 LG0960'WALL OF THE ELEVATOR.  THE STATION IS LOCATED IN THE SOUTH HALF
 LG0960'OF THE ROOF OF THE ELEVATOR.
 LG0960'
 LG0960'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK,
 LG0960'STAMPED HAMPTON CO-OP 1961 SET IN THE TOP OF A 10 INCH SQUARE
 LG0960'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE ROOF
 LG0960'OF THE ELEVATOR.
 LG0960'
 LG0960'THERE ARE NO REFERENCE MARKS.
 LG0960'
 LG0960'THERE IS NO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0959 ***********************************************************************
 LG0959  DESIGNATION -  HAMPTON ST PETERS LUTHERAN CH
 LG0959  PID         -  LG0959
 LG0959  STATE/COUNTY-  NE/HAMILTON
 LG0959  USGS QUAD   -  HAMPTON (1968)
 LG0959
 LG0959                         *CURRENT SURVEY CONTROL
 LG0959  ___________________________________________________________________
 LG0959* NAD 83(1995)-  40 53 05.39201(N)    097 53 10.58083(W)     ADJUSTED  
 LG0959* NAVD 88     -                                                        
 LG0959  ___________________________________________________________________
 LG0959  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 LG0959  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 LG0959
 LG0959  HORZ ORDER  -  THIRD
 LG0959
 LG0959.The horizontal coordinates were established by classical geodetic methods
 LG0959.and adjusted by the National Geodetic Survey in August 1997..
 LG0959
 LG0959
 LG0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0959
 LG0959.The geoid height was determined by GEOID03.
 LG0959
 LG0959;                    North         East     Units Scale Factor Converg.
 LG0959;SPC NE       -   118,921.786   678,079.880   MT  0.99971691   +1 24 02.7
 LG0959;UTM  14      - 4,526,569.295   593,829.900   MT  0.99970836   +0 43 44.5
 LG0959
 LG0959                          SUPERSEDED SURVEY CONTROL
 LG0959
 LG0959  NAD 83(1986)-  40 53 05.39992(N)    097 53 10.58161(W) AD(       ) 4
 LG0959  NAD 27      -  40 53 05.36400(N)    097 53 09.40700(W) AD(       ) 3
 LG0959
 LG0959.Superseded values are not recommended for survey control.
 LG0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0959.See file dsdata.txt to determine how the superseded data were derived.
 LG0959
 LG0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9383026569(NAD 83)
 LG0959_MARKER: 90 = CHURCH SPIRE
 LG0959
 LG0959  HISTORY     - Date     Condition        Report By
 LG0959  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0959
 LG0959                          STATION DESCRIPTION
 LG0959
 LG0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0959'STATION IS LOCATED ON THE NORTH EDGE OF THE TOWN OF HAMPTON.
 LG0959'TO REACH THE STATION FROM THE POST OFFICE IN HAMPTON, GO NORTH
 LG0959'FOR 0.35 MILE TO STATION ON LEFT.  THE STATION IS A WOODEN
 LG0959'BUILDING, PAINTED WHITE, WITH A SPIRE ON TOP OF THE BELFRY
 LG0959'APPROXIMATELY 70 FEET HIGH.
 LG0959'
 LG0959'THE POINT INTERSECTED WAS THE SPIRE ON TOP OF THE BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0480 ***********************************************************************
 MN0480  DESIGNATION -  HAND
 MN0480  PID         -  MN0480
 MN0480  STATE/COUNTY-  NE/CHEYENNE
 MN0480  USGS QUAD   -  SIDNEY MUNI AIRPORT (1972)
 MN0480
 MN0480                         *CURRENT SURVEY CONTROL
 MN0480  ___________________________________________________________________
 MN0480* NAD 83(1995)-  41 03 03.47038(N)    102 58 40.60506(W)     ADJUSTED  
 MN0480* NAVD 88     -      1312.     (meters)    4304.     (feet)  SCALED    
 MN0480  ___________________________________________________________________
 MN0480  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 MN0480  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 MN0480
 MN0480  HORZ ORDER  -  SECOND
 MN0480
 MN0480.The horizontal coordinates were established by classical geodetic methods
 MN0480.and adjusted by the National Geodetic Survey in August 1997..
 MN0480
 MN0480.The orthometric height was scaled from a topographic map.
 MN0480
 MN0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0480
 MN0480.The geoid height was determined by GEOID03.
 MN0480
 MN0480;                    North         East     Units Scale Factor Converg.
 MN0480;SPC NE       -   139,498.797   249,770.181   MT  0.99968991   -1 58 24.5
 MN0480;SPC CO N     -   498,537.643 1,126,414.740   MT  1.00005440   +1 37 46.5
 MN0480;SPC CO N     - 1,635,618.92  3,695,579.03   sFT  1.00005440   +1 37 46.5
 MN0480;UTM  13      - 4,546,384.267   669,931.711   MT  0.99995541   +1 19 41.7
 MN0480
 MN0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0480!SPC NE       -   0.99979740  x   0.99968991  =   0.99948737
 MN0480!SPC CO N     -   0.99979740  x   1.00005440  =   0.99985179
 MN0480!UTM  13      -   0.99979740  x   0.99995541  =   0.99975282
 MN0480
 MN0480:                Primary Azimuth Mark                     Grid Az
 MN0480:SPC NE       -  HAND AZ MK                               016 59 54.5
 MN0480:SPC CO N     -  HAND AZ MK                               013 23 43.5
 MN0480:UTM  13      -  HAND AZ MK                               013 41 48.3
 MN0480
 MN0480|---------------------------------------------------------------------|
 MN0480| PID    Reference Object                     Distance      Geod. Az  |
 MN0480|                                                           dddmmss.s |
 MN0480| CP8168 HAND AZ MK                                         0150130.0 |
 MN0480| MN0481 SIDNEY COLLIER TV MAST              187.426 METERS 02432     |
 MN0480| CP8169 HAND RM 1                            24.509 METERS 03017     |
 MN0480| CP8170 HAND RM 2                            22.533 METERS 12238     |
 MN0480| MN0479 AIRPORT BCN SIDNEY MUN AIRPORT      APPROX. 5.9 KM 3544522.1 |
 MN0480|---------------------------------------------------------------------|
 MN0480
 MN0480                          SUPERSEDED SURVEY CONTROL
 MN0480
 MN0480  NAD 83(1995)-  41 03 03.47034(N)    102 58 40.60500(W) AD(       ) 2
 MN0480  NAD 83(1995)-  41 03 03.46425(N)    102 58 40.60457(W) AD(       ) 2
 MN0480  NAD 83(1986)-  41 03 03.46319(N)    102 58 40.60521(W) AD(       ) 2
 MN0480  NAD 27      -  41 03 03.51310(N)    102 58 38.88800(W) AD(       ) 2
 MN0480
 MN0480.Superseded values are not recommended for survey control.
 MN0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0480.See file dsdata.txt to determine how the superseded data were derived.
 MN0480
 MN0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6993246384(NAD 83)
 MN0480_MARKER: DS = TRIANGULATION STATION DISK
 MN0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0480
 MN0480  HISTORY     - Date     Condition        Report By
 MN0480  HISTORY     - 1963     MONUMENTED       CGS
 MN0480
 MN0480                          STATION DESCRIPTION
 MN0480
 MN0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0480'THE STATION IS LOCATED 9-1/2 MILES NORTHEAST OF PEETZ, 6-3/4
 MN0480'MILES SOUTH OF SIDNEY, AND 4-3/4 MILES EAST OF LORENZO.  IT
 MN0480'IS IN PASTURE LAND OWNED BY LESTER HAND, AND IS ABOUT 600
 MN0480'FEET SOUTHWEST OF THE SIDNEY COMMUNITY TELEVISION MAST.
 MN0480'
 MN0480'TO REACH THE STATION FROM THE FRONT OF THE CHEYENNE COUNTY
 MN0480'COURTHOUSE ON 10TH AVENUE IN SIDNEY, GO SOUTH ON 10TH AVENUE
 MN0480'(WHICH JOINS 11TH AVENUE) FOR 2.1 MILES TO A FORK AND JUNCTION
 MN0480'WITH STATE HIGHWAY 19.  CONTINUE SOUTH ON STATE HIGHWAY 19
 MN0480'FOR 0.4 MILE TO A FORK ON A CURVE.  TAKE THE LEFT FORK AND
 MN0480'CONTINUE SOUTH ON GRAVELED ROAD FOR 3.2 MILES TO THE AZIMUTH
 MN0480'MARK ON THE RIGHT.  CONTINUE SOUTH 0.7 MILE TO TOP OF HILL
 MN0480'AND GATE INTO FIELD ON RIGHT.  TURN RIGHT AND GO WEST IN
 MN0480'PASTURE 0.2 MILE TO BASE OF TALL TV MAST.  TURN SOUTHWEST
 MN0480'AND GO ACROSS COUNTRY 0.1 MILE TO THE STATION.
 MN0480'
 MN0480'THE STATION MARK IS A STANDARD DISK STAMPED HAND 1963 CEMENTED
 MN0480'IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE
 MN0480'SURFACE OF THE GROUND.
 MN0480'
 MN0480'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HAND NO
 MN0480'1 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0480'PROJECTING 1 INCH ABOVE GROUND.  IT IS AT THE SAME ELEVATION
 MN0480'AS THE STATION MARK.
 MN0480'
 MN0480'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HAND
 MN0480'NO 2 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0480'PROJECTING 1 INCH ABOVE GROUND.  IT IS AT THE SAME ELEVATION
 MN0480'AS THE STATION.
 MN0480'
 MN0480'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAND 1963 CEMENTED
 MN0480'IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 6 INCHES
 MN0480'ABOVE GROUND.  IT IS 37 FEET WEST OF THE CENTER OF A GRAVELED
 MN0480'ROAD, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN,
 MN0480'AND 1.2 FEET SOUTH OF A RAILROAD TIE FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1326 ***********************************************************************
 LH1326  DESIGNATION -  HANDY
 LH1326  PID         -  LH1326
 LH1326  STATE/COUNTY-  NE/PHELPS
 LH1326  USGS QUAD   -  ELM CREEK SE (1970)
 LH1326
 LH1326                         *CURRENT SURVEY CONTROL
 LH1326  ___________________________________________________________________
 LH1326* NAD 83(1995)-  40 32 26.85580(N)    099 15 20.39009(W)     ADJUSTED  
 LH1326* NAVD 88     -       688.57   (+/-2cm)    2259.1    (feet)  VERTCON   
 LH1326  ___________________________________________________________________
 LH1326  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 LH1326  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 LH1326
 LH1326  HORZ ORDER  -  THIRD
 LH1326  VERT ORDER  -  THIRD ? (See Below)
 LH1326
 LH1326.The horizontal coordinates were established by classical geodetic methods
 LH1326.and adjusted by the National Geodetic Survey in August 1997..
 LH1326
 LH1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1326.The vertical order pertains to the NGVD 29 superseded value.
 LH1326
 LH1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1326
 LH1326.The geoid height was determined by GEOID03.
 LH1326
 LH1326;                    North         East     Units Scale Factor Converg.
 LH1326;SPC NE       -    78,820.738   563,044.029   MT  0.99979918   +0 29 35.8
 LH1326;UTM  14      - 4,487,814.192   478,349.727   MT  0.99960577   -0 09 58.2
 LH1326
 LH1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1326!SPC NE       -   0.99989588  x   0.99979918  =   0.99969508
 LH1326!UTM  14      -   0.99989588  x   0.99960577  =   0.99950169
 LH1326
 LH1326:                Primary Azimuth Mark                     Grid Az
 LH1326:SPC NE       -  AXTELL MUNICIPAL TANK                    121 36 14.5
 LH1326:UTM  14      -  AXTELL MUNICIPAL TANK                    122 15 48.5
 LH1326
 LH1326|---------------------------------------------------------------------|
 LH1326| PID    Reference Object                     Distance      Geod. Az  |
 LH1326|                                                           dddmmss.s |
 LH1326| LH1349 AXTELL MUNICIPAL TANK               APPROX.13.0 KM 1220550.3 |
 LH1326| CN8708 HANDY AZ MK                                        1813425.9 |
 LH1326| CN8710 HANDY RM 2                           16.855 METERS 26953     |
 LH1326| CN8709 HANDY RM 1                           12.631 METERS 35829     |
 LH1326|---------------------------------------------------------------------|
 LH1326
 LH1326                          SUPERSEDED SURVEY CONTROL
 LH1326
 LH1326  NAD 83(1986)-  40 32 26.86167(N)    099 15 20.39148(W) AD(       ) 3
 LH1326  NAD 27      -  40 32 26.81900(N)    099 15 19.05200(W) AD(       ) 3
 LH1326  NGVD 29 (07/19/86)  688.30   (m)         2258.2    (f) LEVELING    3  
 LH1326
 LH1326.Superseded values are not recommended for survey control.
 LH1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1326.See file dsdata.txt to determine how the superseded data were derived.
 LH1326
 LH1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7835087814(NAD 83)
 LH1326_MARKER: DS = TRIANGULATION STATION DISK
 LH1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1326
 LH1326  HISTORY     - Date     Condition        Report By
 LH1326  HISTORY     - 1951     MONUMENTED       CGS
 LH1326  HISTORY     - 1968     GOOD             CGS
 LH1326
 LH1326                          STATION DESCRIPTION
 LH1326
 LH1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1326'THE STATION IS LOCATED ON A GRAVELED ROAD RIGHT-OF-WAY,
 LH1326'12 MILES NORTHEAST OF HOLDREGE, 8 MILES NORTHWEST OF AXTELL
 LH1326'AND 5.5 MILES NORTH OF FUNK.  IT IS 28 FEET EAST OF THE CENTER OF
 LH1326'A NORTH-SOUTH GRAVELED ROAD, 26 FEET NORTH OF A POWER
 LH1326'LINE POLE AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 LH1326'IT IS STAMPED HANDY 1951 AND PROJECTS 2 INCHES.
 LH1326'
 LH1326'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE CENTER OF A
 LH1326'NORTH-SOUTH GRAVELED ROAD AND 2 FEET WEST OF A NORTH-SOUTH
 LH1326'FENCE LINE.  IT IS STAMPED HANDY NO 1 1951 AND PROJECTS 3 INCHES.
 LH1326'
 LH1326'REFERENCE MARK NO. 2 IS 27 FEET WEST OF THE CENTER OF A
 LH1326'NORTH-SOUTH GRAVELED ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 LH1326'FENCE LINE.  IT IS STAMPED HANDY NO 2 1951 AND PROJECTS 2 INCHES.
 LH1326'
 LH1326'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 LH1326'MARK NO. 2 IS 68.3 FEET.
 LH1326'
 LH1326'THE AZIMUTH MARK IS LOCATED 38 FEET WEST OF THE CENTER OF A
 LH1326'NORTH-SOUTH GRAVELED ROAD AND 2 FEET NORTH OF A TELEPHONE
 LH1326'POLE.  IT IS STAMPED HANDY 1951 AND IS SET FLUSH.
 LH1326'
 LH1326'TO REACH THE STATION FROM THE POST OFFICE IN HOLDREGE, GO
 LH1326'SOUTH ON A PAVED STREET FOR 0.05 MILE TO U.S. HIGHWAYS
 LH1326'34 AND 6, TURN LEFT AND GO EAST AND NORTHEAST ON U.S.
 LH1326'HIGHWAYS 34 AND 6 FOR 2.65 MILES TO A CROSSROAD.  TURN LEFT AND GO
 LH1326'NORTH ON A GRAVELED ROAD FOR 5.4 MILES TO A CROSSROAD, TURN
 LH1326'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 3.55 MILES TO A
 LH1326'STOP SIGN AT A CROSSROAD.  TURN LEFT AND GO NORTH ON A
 LH1326'GRAVELED ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT
 LH1326'AS DESCRIBED.  CONTINUE NORTH FOR 0.45 MILE TO A CROSSROAD,
 LH1326'CONTINUE NORTH FOR 0.05 MILE TO THE STATION ON THE RIGHT
 LH1326'AS DESCRIBED.
 LH1326
 LH1326                          STATION RECOVERY (1968)
 LH1326
 LH1326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LH1326'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LH1326'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LH1326'AZIMUTH MARK WAS FOUND EXPOSED AND THE MARK WAS LOWERED VERTICALLY
 LH1326'IN PLACE, AND THE DISK WAS STAMPED HANDY 1951 1968 AND PROJECTS 4
 LH1326'INCHES.  DUE TO ADVERSE WEATHER CONDITIONS, OBSERVATIONS WERE NOT
 LH1326'TAKEN.  THE 1951 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LH1326'
 LH1326'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 LH1326'
 LH1326'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 LH1326'
 LH1326'NOTE--THIS STATION MIGHT HAVE TO BE MOVED IN THE NEAR FUTURE IF AN
 LH1326'OIL COAT IS PUT ON THE ROAD.
 LH1326'
 LH1326'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.5 MILES
 LH1326'NORTH OF FUNK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0442 ***********************************************************************
 MM0442  DESIGNATION -  HANEY
 MM0442  PID         -  MM0442
 MM0442  STATE/COUNTY-  NE/HOOKER
 MM0442  USGS QUAD   -  DISMAL RIVER RANCH SW (1985)
 MM0442
 MM0442                         *CURRENT SURVEY CONTROL
 MM0442  ___________________________________________________________________
 MM0442* NAD 83(1995)-  41 45 48.50399(N)    101 11 17.25200(W)     ADJUSTED  
 MM0442* NAVD 88     -      1129.5    (meters)    3706.     (feet)  VERTCON   
 MM0442  ___________________________________________________________________
 MM0442  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 MM0442  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 MM0442
 MM0442  HORZ ORDER  -  FIRST
 MM0442
 MM0442.The horizontal coordinates were established by classical geodetic methods
 MM0442.and adjusted by the National Geodetic Survey in August 1997..
 MM0442
 MM0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0442
 MM0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0442
 MM0442.The geoid height was determined by GEOID03.
 MM0442
 MM0442;                    North         East     Units Scale Factor Converg.
 MM0442;SPC NE       -   214,973.758   401,235.045   MT  0.99966867   -0 47 14.5
 MM0442;UTM  14      - 4,625,829.422   318,110.049   MT  1.00000713   -1 27 28.1
 MM0442
 MM0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0442!SPC NE       -   0.99982613  x   0.99966867  =   0.99949486
 MM0442!UTM  14      -   0.99982613  x   1.00000713  =   0.99983326
 MM0442
 MM0442|---------------------------------------------------------------------|
 MM0442| PID    Reference Object                     Distance      Geod. Az  |
 MM0442|                                                           dddmmss.s |
 MM0442| CP8172 HANEY RM 1                           46.997 METERS 04317     |
 MM0442| CP8171 HANEY AZ MK                                        0914154.4 |
 MM0442| CP8173 HANEY RM 2                           38.310 METERS 28442     |
 MM0442|---------------------------------------------------------------------|
 MM0442
 MM0442                          SUPERSEDED SURVEY CONTROL
 MM0442
 MM0442  NAD 83(1986)-  41 45 48.50618(N)    101 11 17.25766(W) AD(       ) 1
 MM0442  NAD 27      -  41 45 48.52400(N)    101 11 15.65700(W) AD(       ) 1
 MM0442  NGVD 29 (07/19/86) 1129.1    (m)         3704.     (f) VERT ANG       
 MM0442
 MM0442.Superseded values are not recommended for survey control.
 MM0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0442.See file dsdata.txt to determine how the superseded data were derived.
 MM0442
 MM0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM1811025829(NAD 83)
 MM0442_MARKER: DS = TRIANGULATION STATION DISK
 MM0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0442
 MM0442  HISTORY     - Date     Condition        Report By
 MM0442  HISTORY     - 1933     MONUMENTED       CGS
 MM0442  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MM0442  HISTORY     - 1973     SEE DESCRIPTION  NGS
 MM0442
 MM0442                          STATION DESCRIPTION
 MM0442
 MM0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0442'ABOUT 20 MILES SOUTH-SOUTHWEST OF MULLEN, 20 MILES NORTHWEST
 MM0442'OF TRYON, IN NORTHWEST QUARTER SEC. 30, T. 21 N., R. 33 W.,
 MM0442'ON LAND OWNED BY THE RUFUS HANEY ESTATE.
 MM0442'
 MM0442'REACHED FROM MULLEN BY G.P. HIGHWAY SOUTH 14.2 MILES TO DISMAL
 MM0442'RIVER BRIDGE THENCE CONTINUE SOUTH 4.25 MILES TO FORK TO RIGHT.
 MM0442'FOLLOW THIS ROAD SOUTH AND WEST 7.5 MILES TO THE HANEY RANCH WHICH
 MM0442'WAS FORMERLY MOORE POST OFFICE ON RIGHT.  CONTINUE WEST ON
 MM0442'GRADED SAND ROAD 1.75 MILES TO A POINT ABOUT 100 YARDS EAST OF
 MM0442'AN AUTO-GATE.  TURN LEFT, SOUTH, OFF ROAD HERE AND WORK WAY
 MM0442'SOUTH AND SOUTHWEST (APPROXIMATELY) 0.8 MILE TO STATION.
 MM0442'
 MM0442'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION.
 MM0442'
 MM0442'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION AND AZIMUTH MARK
 MM0442'IS EAST BY SOUTH OF STATION.
 MM0442'
 MM0442'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE ON SAME
 MM0442'HILL AS STATION.  STATION IS ON FIRST, HIGHEST, PROMINENT HILL
 MM0442'SOUTHWEST OF THE HANEY HOUSE.
 MM0442'
 MM0442'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MM0442'BRONZE DISKS SET IN SQUARE CONCRETE POSTS.
 MM0442'
 MM0442'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.03 METERS.
 MM0442
 MM0442                          STATION RECOVERY (1946)
 MM0442
 MM0442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0442'STATION RECOVERED AND ALL MARKS WITH THE EXCEPTION OF THE
 MM0442'SURFACE STATION MARK WERE IN GOOD CONDITION.  THE SURFACE STATION
 MM0442'MARK HAD BEEN MOVED.  IT WAS RESET AND CAREFULLY PLUMBED OVER
 MM0442'THE UNDERGROUND MARK.  DESCRIPTION FOLLOWS--
 MM0442'
 MM0442'LOCATED ABOUT 20 MILES NORTHWEST OF TRYON AND 10 FEET NORTH
 MM0442'OF A REFERENCE POST ON THE HIGHEST POINT OF A PROMINENT NORTH-SOUTH
 MM0442'SAND RIDGE.  IT IS STAMPED HANEY 1933 AND PROJECTS 12 INCHES.
 MM0442'
 MM0442'REFERENCE MARK NO. 1 IS ON THE FIRST LOWER RIDGE TO THE EAST
 MM0442'OF THE STATION AND IS ABOUT 20 FEET LOWER.  IT IS STAMPED HANEY NO
 MM0442'1 1933 AND PROJECTS 6 INCHES.
 MM0442'
 MM0442'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER THAN THE STATION.
 MM0442'IT IS STAMPED HANEY NO 2 1933 AND PROJECTS 6 INCHES.
 MM0442'
 MM0442'THE AZIMUTH MARK IS ON THE CREST OF THE THIRD RIDGE TO THE
 MM0442'EAST OF THE STATION AND EAST OF A SMALL SADDLE IN THE SECOND
 MM0442'RIDGE TO THE EAST OF THE STATION.  IT IS STAMPED HANEY AZIMUTH
 MM0442'1933 AND PROJECTS 8 INCHES.
 MM0442'
 MM0442'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTH EDGE OF THE
 MM0442'MAIN STREET IN TRYON WITH U.S. HIGHWAY NO. 83, GO FIRST WEST
 MM0442'THEN NORTH ON NO. 83 FOR 3.35 MILES.  THEN LEFT ON A TRACK ROAD
 MM0442'FOR 4.85 MILES TO A RANCH YARD.  CONTINUE WESTERLY FOR 2.15 MILES.
 MM0442'THEN RIGHT FORK FOR 4.95 MILES TO A RANCH.  CONTINUE NORTHERLY
 MM0442'FOR 1.5 MILES.  THEN RIGHT FORK FOR 0.25 MILE.  THEN RIGHT FORK
 MM0442'FOR 0.45 MILE TO A REVERSE Y INTERSECTION AT A FENCE CORNER.
 MM0442'CONTINUE NORTHERLY FOR 1.0 MILE.  THEN LEFT FORK FOR 0.85
 MM0442'MILE TO A FORK AT A MAIL BOX.  THEN LEFT FORK, WESTERLY, FOR
 MM0442'0.8 MILE TO A REVERSE Y INTERSECTION.  CONTINUE WESTERLY FOR
 MM0442'0.4 MILE TO AN AUTO GATE AND A MAIL BOX JUST SOUTH OF THE
 MM0442'ARTHUR B. MOORE RANCH.  CONTINUE WESTERLY FOR 2.15 MILES.
 MM0442'THEN LEFT FORK FOR 0.85 MILE TO A T INTERSECTION.  THEN
 MM0442'LEFT, THROUGH A GATE, FOR 0.1 MILE TO ANOTHER WIRE GATE
 MM0442'JUST SOUTH OF A RANCH HOUSE.  THROUGH GATE, CONTINUE WESTERLY
 MM0442'FOR 0.3 MILE.  THEN RIGHT FORK, WEST, FOR 0.35 MILE TO A
 MM0442'GATE IN A NORTH-SOUTH FENCE.  THROUGH GATE, CONTINUE
 MM0442'WESTERLY, FOR 1.25 MILE TO THE HIGHEST POINT OF THE RIDGE
 MM0442'AND THE STATION.
 MM0442
 MM0442                          STATION RECOVERY (1973)
 MM0442
 MM0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MM0442'THE STATION MARK WAS FOUND EXPOSED ABOUT 18 INCHES DUE TO WIND
 MM0442'EROSION, AND WAS LOWERED.  REFERENCE MARKS 1 AND 2, AND THE
 MM0442'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MM0442'A GREATER DISTANCE OF 0.058 METER TO REFERENCE MARK 2 WAS NOTED
 MM0442'AND VERIFIED.  THE DISTANCE TO REFERENCE MARK 1 AND THE DIRECTION
 MM0442'TO ALL THE MARKS COMPARED FAVORABLY WITH THE 1946 DATA.  DUE
 MM0442'TO ROAD CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION
 MM0442'FOLLOWS--
 MM0442'
 MM0442'THE STATION IS LOCATED ABOUT 19 MILES NORTHWEST OF TRYON, 15
 MM0442'MILES NORTH OF STATE HIGHWAY 92, 11 MILES WEST OF STATE
 MM0442'HIGHWAY 97, 1.5 MILES NORTH OF THE MC PHERSON-HOOKER COUNTY
 MM0442'LINE AND ON THE HIGHEST POINT OF A PROMINENT NORTH-SOUTH SAND
 MM0442'RIDGE.
 MM0442'
 MM0442'TO REACH THE STATION FROM THE POST OFFICE IN TRYON GO WEST
 MM0442'ON STATE HIGHWAYS 92 AND 97 FOR 0.2 MILE TO THEIR JUNCTION.
 MM0442'CONTINUE WEST ON STATE HIGHWAY 92 FOR 14.7 MILES TO A SURFACED
 MM0442'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE SURFACED ROAD FOR
 MM0442'11.8 MILES TO A DRIVEWAY ON THE RIGHT AND THE MAIL BOX OF MR.
 MM0442'ED BULLINGTON.  TURN RIGHT AND GO EAST ON THE DRIVEWAY FOR 0.1
 MM0442'MILE TO THE RANCH BUILDINGS ON THE LEFT AND A CATTLE GUARD.
 MM0442'PASS OVER THE CATTLE GUARD AND CONTINUE EASTERLY ON THE FIELD
 MM0442'ROAD FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND
 MM0442'CONTINUE EASTERLY ON THE FIELD ROAD FOR 0.6 MILE TO A CATTLE GUARD
 MM0442'AND A FORK BEYOND.  TAKE THE RIGHT FORK AND CONTINUE
 MM0442'EASTERLY FOR 0.3 MILE TO A GATE.  PASS THROUGH THE GATE AND
 MM0442'CONTINUE EASTERLY ON THE MAIN ROAD FOR 0.7 MILE TO A
 MM0442'GATE.  PASS THROUGH THE GATE AND CONTINUE EASTERLY ON THE MAIN
 MM0442'ROAD FOR 0.3 MILE TO A CATTLE GUARD AND A GATE.  PASS
 MM0442'THROUGH THE GATE AND GO NORTHEASTERLY ON THE MAIN ROAD FOR
 MM0442'0.5 MILE TO A CATTLE GUARD AND A FORK.  TAKE THE RIGHT FORK AND
 MM0442'CONTINUE NORTHEASTERLY ON THE TRACK ROAD FOR 0.7 MILE TO A
 MM0442'FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHEASTERLY ON THE TRACK
 MM0442'ROAD FOR 0.1 MILE TO A VERY DIM TRACK ROAD ON THE LEFT.  TURN
 MM0442'LEFT AND GO NORTHERLY ON THE DIM TRACK ROAD FOR 0.9 MILE
 MM0442'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHERLY ON THE
 MM0442'DIM TRACK ROAD FOR 1.0 MILES TO A WINDMILL ON THE RIGHT.  TURN
 MM0442'LEFT AND GO 0.3 MILE, THENCE BEAR RIGHT, UPHILL, NORTHERLY FOR
 MM0442'0.6 MILE TO THE HIGHEST POINT OF THE NORTH-SOUTH RIDGE AND THE
 MM0442'STATION.  A FOUR-WHEEL DRIVE SHOULD BE USED.
 MM0442'
 MM0442'THE STATION MARK IS A STANDARD DISK STAMPED HANEY 1933 1973,
 MM0442'SET IN THE TOP OF A FOUR INCH PIPE FILLED WITH CONCRETE THAT
 MM0442'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 14 FEET NORTH
 MM0442'OF A METAL WITNESS POST WITH SIGN.
 MM0442'
 MM0442'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HANEY NO 1 1933,
 MM0442'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE MONUMENT THAT
 MM0442'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS ON THE
 MM0442'NEXT RIDGE EAST OF THE STATION AND ABOUT 20 FEET LOWER THAN
 MM0442'THE STATION.
 MM0442'
 MM0442'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HANEY NO 2 1933,
 MM0442'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MM0442'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 135 FEET WEST OF THE
 MM0442'METAL WITNESS POST WITH SIGN AND ABOUT 3 FEET LOWER THAN THE STATION.
 MM0442'
 MM0442'THE MARK IS A STANDARD REFERENCE MARK DISK STAMPED HANEY
 MM0442'AZIMUTH 1933, CEMENTED IN THE TOP OF A FOUR INCH IRON PIPE THAT
 MM0442'PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS ON THE
 MM0442'HIGHEST POINT OF THE THIRD RIDGE EAST OF THE STATION AND 2
 MM0442'FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 MM0442'
 MM0442'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ACROSS COUNTRY
 MM0442'FOR 0.25 MILE TO THE TOP OF THE THIRD RIDGE AND THE MARK.
 MM0442'
 MM0442'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES
 MM0442'NORTHWEST OF TRYON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1770 ***********************************************************************
 NM1770  DESIGNATION -  HANKINS
 NM1770  PID         -  NM1770
 NM1770  STATE/COUNTY-  NE/STANTON
 NM1770  USGS QUAD   -  WAYNE SW (1963)
 NM1770
 NM1770                         *CURRENT SURVEY CONTROL
 NM1770  ___________________________________________________________________
 NM1770* NAD 83(1995)-  42 04 20.36987(N)    097 13 01.15362(W)     ADJUSTED  
 NM1770* NAVD 88     -       539.1    (meters)    1769.     (feet)  VERTCON   
 NM1770  ___________________________________________________________________
 NM1770  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 NM1770  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 NM1770
 NM1770  HORZ ORDER  -  FIRST
 NM1770
 NM1770.The horizontal coordinates were established by classical geodetic methods
 NM1770.and adjusted by the National Geodetic Survey in August 1997..
 NM1770
 NM1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1770
 NM1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1770
 NM1770.The geoid height was determined by GEOID03.
 NM1770
 NM1770;                    North         East     Units Scale Factor Converg.
 NM1770;SPC NE       -   252,294.390   730,206.310   MT  0.99970741   +1 50 39.5
 NM1770;UTM  14      - 4,659,344.542   647,500.030   MT  0.99986771   +1 11 41.8
 NM1770
 NM1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1770!SPC NE       -   0.99991935  x   0.99970741  =   0.99962678
 NM1770!UTM  14      -   0.99991935  x   0.99986771  =   0.99978707
 NM1770
 NM1770|---------------------------------------------------------------------|
 NM1770| PID    Reference Object                     Distance      Geod. Az  |
 NM1770|                                                           dddmmss.s |
 NM1770| CO3211 HANKINS RM 1                         26.326 METERS 06519     |
 NM1770| CO3210 HANKINS AZ MK                                      1675446.3 |
 NM1770| NM1769 HANKINS RM A                         39.213 METERS 28636     |
 NM1770| CO3212 HANKINS RM 2                         25.830 METERS 29612     |
 NM1770|---------------------------------------------------------------------|
 NM1770
 NM1770                          SUPERSEDED SURVEY CONTROL
 NM1770
 NM1770  NAD 83(1986)-  42 04 20.37750(N)    097 13 01.15469(W) AD(       ) 1
 NM1770  NAD 27      -  42 04 20.35996(N)    097 12 59.98442(W) AD(       ) 1
 NM1770  NGVD 29 (07/19/86)  538.9    (m)         1768.     (f) VERT ANG       
 NM1770
 NM1770.Superseded values are not recommended for survey control.
 NM1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1770.See file dsdata.txt to determine how the superseded data were derived.
 NM1770
 NM1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4750059345(NAD 83)
 NM1770_MARKER: DS = TRIANGULATION STATION DISK
 NM1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1770_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1770
 NM1770  HISTORY     - Date     Condition        Report By
 NM1770  HISTORY     - 1966     MONUMENTED       CGS
 NM1770
 NM1770                          STATION DESCRIPTION
 NM1770
 NM1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1770'STATION IS LOCATED ABOUT 11 MILES EAST-NORTHEAST OF NORFOLK, ABOUT
 NM1770'9 MILES NORTH OF STANTON, ABOUT 5-1/2 MILES SOUTHEAST OF HOSKINS AND
 NM1770'IN THE NE 1/4 OF SEC. 8, T 24 N, R 2 E.  THE STATION MARK IS IN THE
 NM1770'NORTHEAST CORNER OF THE FARM YARD AND ON THE PROPERTY OF MR.
 NM1770'RAYMOND HANKINS.  IT IS 43 FEET NORTH-NORTHEAST OF THE NORTHEAST
 NM1770'CORNER OF BARN, 38-1/2 FEET WEST-NORTHWEST OF THE NORTHWEST
 NM1770'CORNER OF CHICKENHOUSE AND 37-1/2 FEET SOUTH OF FENCELINE.
 NM1770'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK DISK, SET
 NM1770'IN THE TOP OF AN 18 INCH CONCRETE CYLINDER MONUMENT THAT IS 6
 NM1770'INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS STAMPED HANKINS
 NM1770'1966.
 NM1770'
 NM1770'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 81 AND 275 IN
 NM1770'THE SOUTHWEST PART OF NORFOLK, GO EAST ON US HIGHWAY 275 FOR 11.0
 NM1770'MILES TO THE JUNCTION OF US HIGHWAY 275 AND STATE HIGHWAY 57.  TURN
 NM1770'LEFT AND GO NORTH ON A WELL TRAVELED GRAVELED ROAD FOR 3.1 MILES
 NM1770'TO THE AZIMUTH MARK ON THE LEFT, WEST SIDE OF ROAD.  CONTINUE
 NM1770'NORTH ON GRAVELED ROAD FOR 0.5 MILE TO A CONCRETE DRIVEWAY ON THE
 NM1770'LEFT.  TURN LEFT INTO DRIVEWAY AND GO WESTERLY FOR 0.15 MILE TO
 NM1770'STATION AS DESCRIBED.
 NM1770'
 NM1770'AZIMUTH MARK IS 46 FEET WEST OF THE APPROXIMATE CENTER OF GRAVELED
 NM1770'ROAD, 4.5 FEET WEST OF POWER POLE NO. 35, 2.7 FEET WEST OF METAL
 NM1770'WITNESS POST WITH SIGN ATTACHED AND 1-1/2 FEET SOUTH OF FENCELINE.
 NM1770'IT IS MARKED BY A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 NM1770'12 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE
 NM1770'OF THE GROUND.  THE DISK IS STAMPED HANKINS 1966.
 NM1770'
 NM1770'REFERENCE MARK NO. 1 IS 45 FEET NORTH OF THE CENTER OF CHICKENHOUSE,
 NM1770'39 FEET NORTHEAST OF AN 18 INCH COTTONWOOD TREE AND 1.3 FEET
 NM1770'SOUTHWEST OF FENCECORNER.  IT IS MARKED BY A STANDARD DISK, SET IN
 NM1770'THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 3
 NM1770'INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED.
 NM1770'HANKINS NO 1 1966.
 NM1770'
 NM1770'REFERENCE MARK NO. 2 IS 82 FEET NORTHWEST OF THE NORTHWEST CORNER
 NM1770'OF BARN AND 1 FOOT SOUTH OF FENCELINE.  IT IS MARKED BY A STANDARD
 NM1770'DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 NM1770'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 NM1770'STAMPED HANKINS NO 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1769 ***********************************************************************
 NM1769  DESIGNATION -  HANKINS RM A
 NM1769  PID         -  NM1769
 NM1769  STATE/COUNTY-  NE/STANTON
 NM1769  USGS QUAD   -  WAYNE SW (1963)
 NM1769
 NM1769                         *CURRENT SURVEY CONTROL
 NM1769  ___________________________________________________________________
 NM1769* NAD 83(1995)-  42 04 20.73295(N)    097 13 02.78834(W)     ADJUSTED  
 NM1769* NAVD 88     -       538.4    (meters)    1766.     (feet)  VERTCON   
 NM1769  ___________________________________________________________________
 NM1769  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 NM1769  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 NM1769
 NM1769  HORZ ORDER  -  FIRST
 NM1769
 NM1769.The horizontal coordinates were established by classical geodetic methods
 NM1769.and adjusted by the National Geodetic Survey in August 1997..
 NM1769
 NM1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1769
 NM1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1769
 NM1769.The geoid height was determined by GEOID03.
 NM1769
 NM1769;                    North         East     Units Scale Factor Converg.
 NM1769;SPC NE       -   252,304.375   730,168.401   MT  0.99970743   +1 50 38.4
 NM1769;UTM  14      - 4,659,354.957   647,462.231   MT  0.99986757   +1 11 40.8
 NM1769
 NM1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1769!SPC NE       -   0.99991946  x   0.99970743  =   0.99962691
 NM1769!UTM  14      -   0.99991946  x   0.99986757  =   0.99978704
 NM1769
 NM1769:                Primary Azimuth Mark                     Grid Az
 NM1769:SPC NE       -  WACKER                                   023 40 00.9
 NM1769:UTM  14      -  WACKER                                   024 18 58.5
 NM1769
 NM1769|---------------------------------------------------------------------|
 NM1769| PID    Reference Object                     Distance      Geod. Az  |
 NM1769|                                                           dddmmss.s |
 NM1769| NM1190 WACKER                              APPROX.15.9 KM 0253039.3 |
 NM1769| NM1770 HANKINS                              39.213 METERS 10636     |
 NM1769| NM1778 NORFOLK STATE HOSP MICROWAVE        APPROX.10.3 KM 2344816.7 |
 NM1769| NM1779 NORFOLK STATE POLICE RAD MAST       APPROX.11.7 KM 2381807.6 |
 NM1769| NM1777 NORFOLK TV CHAN 6 SAT MAST          APPROX.13.3 KM 2503045.4 |
 NM1769| NM1776 NORFOLK TV CHAN 4 AND 9 MAST        APPROX.13.0 KM 2504234.2 |
 NM1769|---------------------------------------------------------------------|
 NM1769
 NM1769                          SUPERSEDED SURVEY CONTROL
 NM1769
 NM1769  NAD 83(1986)-  42 04 20.74061(N)    097 13 02.78951(W) AD(       ) 1
 NM1769  NAD 27      -  42 04 20.72306(N)    097 13 01.61908(W) AD(       ) 1
 NM1769  NGVD 29 (07/19/86)  538.2    (m)         1766.     (f) VERT ANG       
 NM1769
 NM1769.Superseded values are not recommended for survey control.
 NM1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1769.See file dsdata.txt to determine how the superseded data were derived.
 NM1769
 NM1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4746259355(NAD 83)
 NM1769_MARKER: DS = TRIANGULATION STATION DISK
 NM1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1769+STABILITY: SURFACE MOTION
 NM1769
 NM1769  HISTORY     - Date     Condition        Report By
 NM1769  HISTORY     - 1966     MONUMENTED       CGS
 NM1769
 NM1769                          STATION DESCRIPTION
 NM1769
 NM1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1769'STATION IS AT THE SAME LOCATION AND ON THE SAME PROPERTY AS
 NM1769'TRIANGULATION STATION HANKINS.
 NM1769'
 NM1769'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 NM1769'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 NM1769'OF THE GROUND AND IS STAMPED HANKINS RM A 1966.  IT IS IN THE WEST
 NM1769'PORTION OF A FARM MACHINERY PARKING AREA AND NEAR THE SOUTH EDGE
 NM1769'OF A ROW OF SMALL TREES USED FOR A WINDBREAK.  IT IS ABOUT 5 FEET
 NM1769'SOUTH OF AN OLD FENCELINE.
 NM1769'
 NM1769'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HANKINS,
 NM1769'DISTANCE BEING SHOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0428 ***********************************************************************
 NO0428  DESIGNATION -  HANNA
 NO0428  PID         -  NO0428
 NO0428  STATE/COUNTY-  NE/CHERRY
 NO0428  USGS QUAD   -  LOWES LAKE (1987)
 NO0428
 NO0428                         *CURRENT SURVEY CONTROL
 NO0428  ___________________________________________________________________
 NO0428* NAD 83(1995)-  42 20 13.16325(N)    100 47 48.10711(W)     ADJUSTED  
 NO0428* NAVD 88     -       966.     (meters)    3169.     (feet)  SCALED    
 NO0428  ___________________________________________________________________
 NO0428  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 NO0428  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 NO0428
 NO0428  HORZ ORDER  -  FIRST
 NO0428
 NO0428.The horizontal coordinates were established by classical geodetic methods
 NO0428.and adjusted by the National Geodetic Survey in August 1997..
 NO0428
 NO0428.The orthometric height was scaled from a topographic map.
 NO0428
 NO0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0428
 NO0428.The geoid height was determined by GEOID03.
 NO0428
 NO0428;                    North         East     Units Scale Factor Converg.
 NO0428;SPC NE       -   278,281.869   434,358.939   MT  0.99976384   -0 31 40.7
 NO0428;UTM  14      - 4,688,756.164   351,987.245   MT  0.99986956   -1 12 37.0
 NO0428
 NO0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0428!SPC NE       -   0.99985176  x   0.99976384  =   0.99961564
 NO0428!UTM  14      -   0.99985176  x   0.99986956  =   0.99972134
 NO0428
 NO0428|---------------------------------------------------------------------|
 NO0428| PID    Reference Object                     Distance      Geod. Az  |
 NO0428|                                                           dddmmss.s |
 NO0428| CO3214 HANNA RM 1                           19.853 METERS 10157     |
 NO0428| CO3215 HANNA RM 2                           20.112 METERS 19311     |
 NO0428| CO3213 HANNA AZ MK                                        2980027.4 |
 NO0428|---------------------------------------------------------------------|
 NO0428
 NO0428                          SUPERSEDED SURVEY CONTROL
 NO0428
 NO0428  NAD 83(1986)-  42 20 13.16329(N)    100 47 48.11342(W) AD(       ) 1
 NO0428  NAD 27      -  42 20 13.16100(N)    100 47 46.59000(W) AD(       ) 1
 NO0428
 NO0428.Superseded values are not recommended for survey control.
 NO0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0428.See file dsdata.txt to determine how the superseded data were derived.
 NO0428
 NO0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM5198788756(NAD 83)
 NO0428_MARKER: DS = TRIANGULATION STATION DISK
 NO0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0428
 NO0428  HISTORY     - Date     Condition        Report By
 NO0428  HISTORY     - 1949     MONUMENTED       CGS
 NO0428
 NO0428                          STATION DESCRIPTION
 NO0428
 NO0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0428'THE STATION IS LOCATED ABOUT 8-3/4 MILES WEST AND 3.0 MILES
 NO0428'NORTH OF BROWNLEE ON THE HIGHEST POINT OF A PROMINENT SAND HILL
 NO0428'OVERLOOKING THE NORTH LOUP RIVER TO THE NORTH, EAST AND SOUTHEAST
 NO0428'AND ON LAND OWNED BY MR. DON HANNA JR WHO LIVES ABOUT 3.0 MILES
 NO0428'EAST-NORTHEAST OF THE STATION.  IT IS ABOUT 0.1 MILE SOUTH OF
 NO0428'EAST-WEST FENCE LINE AND 2-1/2 FEET SOUTHEAST OF WITNESS POST.
 NO0428'IT IS STAMPED HANNA 1949 AND PROJECTS 6 INCHES.
 NO0428'
 NO0428'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, SET ON THE
 NO0428'EAST SLOPE OF THE SAND HILL.  IT IS STAMPED HANNA NO 1 1949
 NO0428'AND PROJECTS 3 INCHES.
 NO0428'
 NO0428'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, SET ON
 NO0428'THE SOUTH SLOPE OF THE SAND HILL.  IT IS STAMPED HANNA NO 2 1949
 NO0428'AND PROJECTS 3 INCHES.
 NO0428'
 NO0428'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST-NORTHWEST OF THE STATION,
 NO0428'6 INCHES SOUTH OF EAST-WEST FENCE LINE AND 1-1/2 FEET EAST OF
 NO0428'WITNESS POST.  IT IS STAMPED HANNA 1949 AND PROJECTS 4 INCHES.
 NO0428'TO REACH FROM THE STATION, GO WEST-NORTHWEST ACROSS PASTURE
 NO0428'FOR 0.3 MILE TO EAST-WEST FENCE LINE AND MARK AS DESCRIBED.
 NO0428'
 NO0428'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 NO0428'STATE ROUTE NO 2 ABOUT 2.0 MILES EAST OF THEDFORD, GO NORTH ON
 NO0428'U.S. HIGHWAY 83 FOR 21.45 MILES TO SIDE ROAD LEFT AND SIGN
 NO0428'BROWNLEE (THIS ROAD IS 37.4 MILES SOUTH OF THE JUNCTION OF U.S.
 NO0428'HIGHWAYS 20 AND 83 5.5 MILES SOUTH-SOUTHEAST OF VALENTINE), TURN
 NO0428'LEFT AND FOLLOW MAIN TRAVELED ROAD WEST FOR 5.3 MILES TO ROAD
 NO0428'WEST ABOUT 0.1 MILE NORTH-NORTHWEST OF OF THE BROWNLEE SCHOOL
 NO0428'HOUSE, TURN RIGHT AND GO WEST KEEPING LEFT AT FORK FOR 0.9
 NO0428'MILE TO FORK AFTER CROSSING CATTLE GUARD, BEAR RIGHT
 NO0428'AND FOLLOW MAIN TRAVELED ROAD NORTH, WEST AND NORTHWEST FOR
 NO0428'7.95 MILES TO THE HANNA RANCH HOUSE ON THE RIGHT, CONTINUE
 NO0428'WEST FOR 0.55 MILE TO FORK JUST BEFORE REACHING CATTLE GUARD
 NO0428'AND GATE, BEAR LEFT AND FOLLOW ROAD WEST-SOUTHWEST FOR 0.8
 NO0428'MILE CROSSING CATTLE GUARD AND BRIDGE TO A FORK AFTER CROSSING
 NO0428'CATTLE GUARD, BEAR LEFT AND CONTINUE SOUTHWEST ON MAIN
 NO0428'ROAD FOR 2.1 MILES TO GATE ON RIGHT AFTER CROSSING RIVER
 NO0428'BRIDGE, TURN RIGHT THROUGH GATE AND FOLLOW TRACK ROAD WEST FOR
 NO0428'0.45 MILE TO FORK, BEAR RIGHT AND CONTINUE WEST PASSING TO
 NO0428'THE SOUTH OF CORRALS FOR ABOUT 1.5 MILES TO THE TOP OF THE
 NO0428'SAND HILL AND STATION AS DESCRIBED.
 NO0428'
 NO0428'A 4 FOOT SIGNAL AT STATION DANIELS 1933 IS VISIBLE AT 4 FEET
 NO0428'
 NO0428'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 4 FEET
 NO0428'
 NO0428'A 4 FOOT SIGNAL AT STATION SHANLEY USGS IS VISIBLE AT 37 FEET
 NO0428'
 NO0428'A 4 FOOT SIGNAL AT STATION ROBINSON 1933 IS VISIBLE AT 4 FEET
 NO0428'
 NO0428'A 4 FOOT SIGNAL AT STATION BIG CREEK 1933 IS VISIBLE AT 4 FEET
 NO0428'
 NO0428'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0487 ***********************************************************************
 LJ0487  DESIGNATION -  HANNAH
 LJ0487  PID         -  LJ0487
 LJ0487  STATE/COUNTY-  NE/HITCHCOCK
 LJ0487  USGS QUAD   -  TRENTON SW (1962)
 LJ0487
 LJ0487                         *CURRENT SURVEY CONTROL
 LJ0487  ___________________________________________________________________
 LJ0487* NAD 83(1995)-  40 04 25.71541(N)    101 09 16.22647(W)     ADJUSTED  
 LJ0487* NAVD 88     -       927.     (meters)    3041.     (feet)  SCALED    
 LJ0487  ___________________________________________________________________
 LJ0487  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 LJ0487  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 LJ0487
 LJ0487  HORZ ORDER  -  FIRST
 LJ0487
 LJ0487.The horizontal coordinates were established by classical geodetic methods
 LJ0487.and adjusted by the National Geodetic Survey in August 1997..
 LJ0487
 LJ0487.The orthometric height was scaled from a topographic map.
 LJ0487
 LJ0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0487
 LJ0487.The geoid height was determined by GEOID03.
 LJ0487
 LJ0487;                    North         East     Units Scale Factor Converg.
 LJ0487;SPC NE       -    27,359.090   401,524.526   MT  0.99996746   -0 45 54.3
 LJ0487;SPC KS N     -   197,912.367   130,952.973   MT  1.00006005   -1 59 45.3
 LJ0487;UTM  14      - 4,438,173.729   316,282.565   MT  1.00001552   -1 23 14.7
 LJ0487
 LJ0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0487!SPC NE       -   0.99985825  x   0.99996746  =   0.99982572
 LJ0487!SPC KS N     -   0.99985825  x   1.00006005  =   0.99991829
 LJ0487!UTM  14      -   0.99985825  x   1.00001552  =   0.99987377
 LJ0487
 LJ0487|---------------------------------------------------------------------|
 LJ0487| PID    Reference Object                     Distance      Geod. Az  |
 LJ0487|                                                           dddmmss.s |
 LJ0487| CP8175 HANNAH RM 1                          28.040 METERS 20833     |
 LJ0487| CP8176 HANNAH RM 2                          28.932 METERS 33003     |
 LJ0487| CP8174 HANNAH AZ MK                                       3591912.4 |
 LJ0487|---------------------------------------------------------------------|
 LJ0487
 LJ0487                          SUPERSEDED SURVEY CONTROL
 LJ0487
 LJ0487  NAD 83(1986)-  40 04 25.71596(N)    101 09 16.23027(W) AD(       ) 1
 LJ0487  NAD 27      -  40 04 25.72300(N)    101 09 14.65200(W) AD(       ) 1
 LJ0487
 LJ0487.Superseded values are not recommended for survey control.
 LJ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0487.See file dsdata.txt to determine how the superseded data were derived.
 LJ0487
 LJ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK1628338174(NAD 83)
 LJ0487_MARKER: DS = TRIANGULATION STATION DISK
 LJ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0487
 LJ0487  HISTORY     - Date     Condition        Report By
 LJ0487  HISTORY     - 1935     MONUMENTED       CGS
 LJ0487  HISTORY     - 1961     MARK NOT FOUND   USGS
 LJ0487
 LJ0487                          STATION DESCRIPTION
 LJ0487
 LJ0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0487'THIS STATION IS LOCATED ABOUT 4 MILES EAST AND 5 MILES SOUTH
 LJ0487'OF STRATTON AND IS ON A SWELL OF GROUND ON THE NORTH SLOPE OF THE
 LJ0487'DIVIDE BETWEEN THE REPUBLICAN RIVER, ON THE NORTH, AND DRIFTWOOD
 LJ0487'CREEK, ON THE SOUTH, ON LAND OWNED BY F.S. HANNAH IN THE NORTHWEST
 LJ0487'(40) OF THE NORTHWEST QUARTER OF SEC. 10, T. 1 N., R. 34 W.
 LJ0487'
 LJ0487'THE STATION MARK PROJECTS 4 INCHES, AND IS IN THE RIGHT-OF-WAY
 LJ0487'FENCE ON THE EAST SIDE OF A NORTH-AND-SOUTH GRADED SECTION-LINE
 LJ0487'ROAD, ABOUT 1/4 MILE SOUTHWEST OF THE FARM BUILDINGS BELONGING
 LJ0487'TO C.E. HANNAH AND 1 MILE NORTH-NORTHWEST OF CHEERY RIDGE SCHOOL.
 LJ0487'
 LJ0487'REFERENCE MARK NO. 1 PROJECTS 8 INCHES AND IS
 LJ0487'SOUTH-SOUTHWEST OF THE STATION, IN THE RIGHT-OF-WAY FENCE ON THE
 LJ0487'WEST SIDE OF THE ABOVE ROAD.
 LJ0487'
 LJ0487'REFERENCE MARK NO. 2 PROJECTS 7 INCHES AND IS
 LJ0487'NORTH-NORTHWEST OF THE STATION, IN THE SAME FENCE MENTIONED
 LJ0487'IN THE DESCRIPTION OF REFERENCE MARK NO. 1.
 LJ0487'
 LJ0487'THE AZIMUTH MARK PROJECTS 2 INCHES AND IS NORTH
 LJ0487'OF THE STATION, IN THE RIGHT-OF-WAY FENCE ON THE EAST SIDE OF
 LJ0487'THE SAME ROAD WHICH PASSES THE STATION.
 LJ0487'
 LJ0487'THIS STATION IS REACHED FROM THE RAILROAD DEPOT IN STRATTON, A
 LJ0487'SMALL TOWN ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LJ0487'BY GOING EAST ON STATE HIGHWAY 3 FOR 3.9 MILES TO A GRADED
 LJ0487'ROAD ON THE RIGHT (THERE IS A SIGN FAIRVIEW FARM AT THIS
 LJ0487'INTERSECTION).  LEAVE STATE HIGHWAY 3, TURN RIGHT, CROSS RAILROAD
 LJ0487'AND DRIVE SOUTH 5.7 MILES TO A GRADED CROSSROADS, CROSSING
 LJ0487'THE REPUBLICAN RIVER AT 0.5 MILE, AND PASSING THE PLEASANT
 LJ0487'VIEW SCHOOL ON THE WEST SIDE OF THE ROAD AT 3.2 MILES.  (FARM
 LJ0487'BUILDINGS OF C.E. HANNAH ARE IN THE NORTHEAST ANGLE OF THIS
 LJ0487'INTERSECTION).  CONTINUE SOUTH 0.1 MILE TO THE STATION ON
 LJ0487'THE EAST SIDE OF THE ROAD.
 LJ0487'
 LJ0487'AN 8-FOOT STAND WILL CLEAR ALL OF THE LINES FROM THIS STATION.
 LJ0487
 LJ0487                          STATION RECOVERY (1961)
 LJ0487
 LJ0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LJ0487'STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0667 ***********************************************************************
 MJ0667  DESIGNATION -  HANSCOM
 MJ0667  PID         -  MJ0667
 MJ0667  STATE/COUNTY-  NE/DOUGLAS
 MJ0667  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0667
 MJ0667                         *CURRENT SURVEY CONTROL
 MJ0667  ___________________________________________________________________
 MJ0667* NAD 83(1995)-  41 14 41.63746(N)    095 57 35.09675(W)     ADJUSTED  
 MJ0667* NAVD 88     -       378.754  (meters)    1242.63   (feet)  ADJUSTED  
 MJ0667  ___________________________________________________________________
 MJ0667  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 MJ0667  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ0667  DYNAMIC HT  -         378.593 (meters)    1242.10  (feet)  COMP
 MJ0667  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 MJ0667
 MJ0667  HORZ ORDER  -  FIRST
 MJ0667  VERT ORDER  -  FIRST     CLASS II
 MJ0667
 MJ0667.The horizontal coordinates were established by classical geodetic methods
 MJ0667.and adjusted by the National Geodetic Survey in August 1997..
 MJ0667
 MJ0667.The orthometric height was determined by differential leveling
 MJ0667.and adjusted by the National Geodetic Survey in June 1991..
 MJ0667
 MJ0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0667
 MJ0667.The geoid height was determined by GEOID03.
 MJ0667
 MJ0667.The dynamic height is computed by dividing the NAVD 88
 MJ0667.geopotential number by the normal gravity value computed on the
 MJ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0667.degrees latitude (g = 980.6199 gals.).
 MJ0667
 MJ0667.The modeled gravity was interpolated from observed gravity values.
 MJ0667
 MJ0667;                    North         East     Units Scale Factor Converg.
 MJ0667;SPC NE       -   164,628.819   838,430.607   MT  0.99966891   +2 40 38.9
 MJ0667;SPC IA S     -   141,159.347   293,854.520   MT  0.99994866   -1 37 12.9
 MJ0667;UTM  15      - 4,570,169.000   251,989.583   MT  1.00035707   -1 57 08.3
 MJ0667;UTM  14      - 4,570,402.099   754,756.843   MT  1.00039882   +2 00 19.6
 MJ0667
 MJ0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0667!SPC NE       -   0.99994490  x   0.99966891  =   0.99961382
 MJ0667!SPC IA S     -   0.99994490  x   0.99994866  =   0.99989356
 MJ0667!UTM  15      -   0.99994490  x   1.00035707  =   1.00030195
 MJ0667!UTM  14      -   0.99994490  x   1.00039882  =   1.00034369
 MJ0667
 MJ0667:                Primary Azimuth Mark                     Grid Az
 MJ0667:SPC NE       -  OMAHA CREIGHTON UNIV C OF STK            018 53 12.4
 MJ0667:SPC IA S     -  OMAHA CREIGHTON UNIV C OF STK            023 11 04.2
 MJ0667:UTM  15      -  OMAHA CREIGHTON UNIV C OF STK            023 30 59.6
 MJ0667:UTM  14      -  OMAHA CREIGHTON UNIV C OF STK            019 33 31.7
 MJ0667
 MJ0667|---------------------------------------------------------------------|
 MJ0667| PID    Reference Object                     Distance      Geod. Az  |
 MJ0667|                                                           dddmmss.s |
 MJ0667| MJ1273 OMAHA CREIGHTON UNIV C OF STK       APPROX. 2.6 KM 0213351.3 |
 MJ0667| MJ1265 OMAHA CENTRAL HS CEN OF STK         APPROX. 2.2 KM 0360613.9 |
 MJ0667| MJ1277 OMAHA US PO TOP OF DOME             APPROX. 2.5 KM 0474154.3 |
 MJ0667| MJ1283 OMAHA NATL BANK BLDG TIP FLAG       APPROX. 2.3 KM 0512914.6 |
 MJ0667| MJ1267 OMAHA WOW BLDG WOW NE RAD MAST      APPROX. 2.6 KM 0571325.6 |
 MJ0667| MJ1262 OMAHA WOW BLDG WOW SW RAD MAST      APPROX. 2.5 KM 0573101.5 |
 MJ0667| MJ1229 OMAHA ST JOSEPH CATH CH CROSS       APPROX. 1.8 KM 1010148.0 |
 MJ0667| MJ1228 OMAHA O AND C B ST RY SHOPS TK      APPROX. 1.9 KM 1490353.0 |
 MJ0667| MJ0668 HANSCOM RM 1                         86.442 METERS 15127     |
 MJ0667| MJ1225 OMAHA KRUG BREWING CO C OF STK      APPROX. 1.9 KM 1545636.9 |
 MJ0667| MJ1237 OMAHA SUNKIST FLOUR CO TK FP        APPROX. 1.4 KM 1571841.2 |
 MJ0667| CL8040 OMAHA OMAR INC WATER TK                            1701407.3 |
 MJ0667| MJ1223 S OMAHA ARMOUR PACKING CO TANK      APPROX. 4.3 KM 1783632.0 |
 MJ0667| MK1987 RALSTON MUNICIPAL STANDPIPE         APPROX. 8.0 KM 2370229.3 |
 MJ0667| MJ0669 HANSCOM RM 2                         41.718 METERS 25812     |
 MJ0667| MK1990 ELMWOOD ST PATROL RAD MAST          APPROX. 5.4 KM 2583056.7 |
 MJ0667| MJ1226 OMAHA DOUGLAS CO HOSP C OF STK      APPROX. 1.1 KM 2784710.4 |
 MJ0667| MJ1268 OMAHA BENSON HS CEN OF STK          APPROX. 5.4 KM 3281117.7 |
 MJ0667| MJ0670 HANSCOM RM 3                         49.256 METERS 33507     |
 MJ0667| MJ1270 OMAHA NEBR DEAF SCH C OF STK        APPROX. 4.9 KM 3421634.5 |
 MJ0667| MJ1264 OMAHA TECH HIGH SCH CEN OF STK      APPROX. 2.5 KM 3573213.0 |
 MJ0667|---------------------------------------------------------------------|
 MJ0667
 MJ0667                          SUPERSEDED SURVEY CONTROL
 MJ0667
 MJ0667  NAD 83(1986)-  41 14 41.64571(N)    095 57 35.09670(W) AD(       ) 1
 MJ0667  NAD 27      -  41 14 41.65000(N)    095 57 34.04300(W) AD(       ) 1
 MJ0667  NGVD 29 (??/??/92)  378.629  (m)         1242.22   (f) ADJ UNCH    1 2
 MJ0667
 MJ0667.Superseded values are not recommended for survey control.
 MJ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0667.See file dsdata.txt to determine how the superseded data were derived.
 MJ0667
 MJ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5199070169(NAD 83)
 MJ0667_MARKER: DS = TRIANGULATION STATION DISK
 MJ0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0667_STAMPING: HANSCOM 1934
 MJ0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0667+STABILITY: SURFACE MOTION
 MJ0667
 MJ0667  HISTORY     - Date     Condition        Report By
 MJ0667  HISTORY     - 1934     MONUMENTED       CGS
 MJ0667  HISTORY     - 1947     GOOD             CGS
 MJ0667  HISTORY     - 1947     GOOD             NGS
 MJ0667  HISTORY     - 1976     GOOD             LOCSUR
 MJ0667
 MJ0667                          STATION DESCRIPTION
 MJ0667
 MJ0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ0667'STATION IS LOCATED IN THE NORTHWEST CORNER OF HANSCOM PARK,
 MJ0667'ABOUT 1.5 MILES SOUTHWEST OF DOWNTOWN OMAHA, IN THE NORTHWEST
 MJ0667'QUARTER OF SEC. 28, T. 15 N., R. 13 E.
 MJ0667'
 MJ0667'TO REACH FROM OMAHA TAKE FARNAM STREET TO TWENTY-FOURTH STREET,
 MJ0667'THENCE SOUTH 0.85 MILE TO WOOLWORTH STREET, THENCE WEST 0.7
 MJ0667'MILE TO INTERSECTION WITH THIRTY-SECOND STREET AND STATION.
 MJ0667'
 MJ0667'REFERENCE MARK NO. 1 IS 283.60 FEET (86.450 METERS) SOUTHEAST
 MJ0667'OF STATION.
 MJ0667'
 MJ0667'REFERENCE MARK NO. 2 IS ACROSS STREET CAR TRACKS, 136.84 FEET
 MJ0667'(41.708 METERS) WEST OF STATION.
 MJ0667'
 MJ0667'REFERENCE MARK NO. 3 IS IN PARK STRIP DIAGONALLY ACROSS
 MJ0667'INTERSECTION OF STREETS, 4 FEET WEST OF CONCRETE LAMP POST
 MJ0667'161.64 FEET (49.262 METERS) NORTHWEST OF STATION.
 MJ0667
 MJ0667                          STATION RECOVERY (1947)
 MJ0667
 MJ0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ0667'THE STATION MARK AND THE REFERENCE MARKS
 MJ0667'WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE 1934
 MJ0667'DESCRIPTION AS FOLLOWS--STATION IS LOCATED IN THE NORTHWEST
 MJ0667'CORNER OF HANSCOM PARK, ABOUT 1.5 MILES SOUTHWEST OF DOWNTOWN
 MJ0667'OMAHA.  IN THE NW 1/4 OF SEC. 23, T. 15 N., R. 13 E.
 MJ0667'
 MJ0667'TO REACH FROM OMAHA TAKE FARNAM STREET TO TWENTY-FORTH STREET,
 MJ0667'THENCE SOUTH ON TWENTY-FORTH STREET 0.75 MILE TO WOOLWORTH
 MJ0667'STREET, THENCE WEST 0.7 MILE TO THE INTERSECTION WITH
 MJ0667'THIRTY-SECOND STREET AND THE STATION.
 MJ0667'
 MJ0667'REFERENCE MARK NO. 1 IS 283.60 FEET (86.450 METERS) SOUTHEAST
 MJ0667'OF STATION.
 MJ0667'
 MJ0667'REFERENCE MARK NO. 2 IS ACROSS THE STREET CAR TRACKS, 136.84
 MJ0667'FEET (41.708 METERS) WEST OF THE STATION.
 MJ0667'
 MJ0667'REFERENCE MARK NO. 3 IS IN THE PARK STRIP DIAGONALLY ACROSS
 MJ0667'THE INTERSECTION OF STREETS, 4 FT WEST OF A CONCRETE LAMP
 MJ0667'POST, 161.64 FT. (49.262 METERS) NORTHWEST OF THE STATION.
 MJ0667'
 MJ0667'THE 1947 DESCRIPTION AND OBSERVATIONS AS FOLLOWS--
 MJ0667'
 MJ0667'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF HANSCOM PARK,
 MJ0667'ABOUT 1.5 MILES SOUTHWEST OF DOWNTOWN OMAHA.  IT IS ABOUT
 MJ0667'100 FEET SOUTH OF THE INTERSECTION OF WOOLWORTH AVE. AND 32 ND.
 MJ0667'STREET, 24 FEET EAST OF THE ROAD ENTERING THE PARK AT THIS
 MJ0667'POINT AND 18 FEET NORTHEAST OF A BLUE-SPRUCE TREE.  THE MARK IS
 MJ0667'FLUSH WITH THE GROUND AND THE DISC IS STAMPED HANSCOM 1934.
 MJ0667'
 MJ0667'REFERENCE MARK NO 1, STAMPED HANSCOM NO 1 1934, IS SOUTHEAST
 MJ0667'OF THE STATION, 283.60 FEET, 3 FEET EAST OF A BRICK WALK AND
 MJ0667'5 FEET NORTHWEST OF A 24 INCH TREE.  THE MARK IS ON THE DOWN
 MJ0667'HILL SLOPE FROM THE STATION AND IS SET FLUSH WITH THE GROUND.
 MJ0667'
 MJ0667'REFERENCE MARK NO 2, STAMPED HANSCOM NO 2 1934, IS 136.87
 MJ0667'FEET WEST OF THE STATION AND ACROSS STREET CAR TRACKS, 13 FT.
 MJ0667'WEST OF THE WEST RAIL OF TRACKS, 9 FT. EAST OF THE EAST CURB
 MJ0667'OF 32 ND. AVE AND 2-1/2 FT. NORTH OF A CROOKED PINE TREE.  THE
 MJ0667'MARK IS SET FLUSH WITH THE GROUND.
 MJ0667'
 MJ0667'REFERENCE MARK NO 3, STAMPED HANSCOM NO 3 1947, IS 161.60
 MJ0667'FT. NORTHWEST OF THE STATION, IN THE NORTHWEST CORNER OF THE
 MJ0667'INTERSECTION OF WOOLWORTH AVE AND 32 ND. STREET, 4 FEET NORTH
 MJ0667'OF THE NORTH CURB OF WOOLWORTH AVE, 4 FT. WEST OF A CONCRETE
 MJ0667'CORNER LAMPPOST.  THE MARK IS SET FLUSH WITH THE GROUND.
 MJ0667'
 MJ0667'AZIMUTH MARK, (OMAR INC. WATER TANK) IS SOUTHEAST OF THE
 MJ0667'STATION ABOUT 1.0 MILE, IN THE SOUTH SECTION OF OMAHA AND JUST
 MJ0667'SOUTHEAST OF A SILVER STANDPIPE.  THE TANK IS ABOUT 200 FEET
 MJ0667'HIGH, BLACK IN COLOR AND MOUNTED ON FOUR LEGS WITH A LARGE PIPE
 MJ0667'RUNNING THRU THE CENTER FROM THE GROUND TO THE BOTTOM OF THE
 MJ0667'TANK.  A METAL ROD PROJECTS FROM THE CENTER AND THE TOP OF THE
 MJ0667'TANK AND THIS WAS USED AS THE INTERSECTION POINT.
 MJ0667'
 MJ0667'TANK MAY BE REACHED FROM THE WEST END OF SOUTH OMAHA BRIDGE
 MJ0667'BY GOING NORTH ON 13 TH STREET TO SPRING LAKE DRIVE, 1.0 MILE.
 MJ0667'THENCE NORTH AND WEST ON SPRING LAKE DRIVE FOR 0.5 MILE TO F
 MJ0667'STREET.  TURN LEFT OR WEST ON F STREET FOR 1.7 MILES TO 26 TH
 MJ0667'STREET.  THENCE RIGHT OR NORTH ON 26 TH STREET TO C STREET
 MJ0667'AND LEFT OR WEST ON C STREET FOR 0.3 MILE TO THE TANK.
 MJ0667'
 MJ0667'OBSERVATIONS TAKEN FROM A 90 FOOT STEEL TOWER.
 MJ0667
 MJ0667                          STATION RECOVERY (1947)
 MJ0667
 MJ0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MJ0667'AT OMAHA.
 MJ0667'AT OMAHA, SOUTHEAST OF THE INTERSECTION OF THIRTY-SECOND STREET
 MJ0667'AND WOOLWORTH AVENUE, IN THE NORTHWEST CORNER OF HANSCOM PARK,
 MJ0667'100 FEET SOUTH OF THE SOUTH CURB OF WOOLWORTH AVENUE, 76 FEET
 MJ0667'EAST OF THE CENTER LINE OF THE EAST STREET CAR TRACK, 38 FEET
 MJ0667'SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK, 28 FEET EAST
 MJ0667'OF AND 3 FEET LOWER THAN THE CENTER LINE OF A PARK DRIVE, SET
 MJ0667'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MJ0667
 MJ0667                          STATION RECOVERY (1976)
 MJ0667
 MJ0667'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (JB)
 MJ0667'HANSCOM 1934 RECOVERED GOOD.
 MJ0667'
 MJ0667'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OMAHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0668 ***********************************************************************
 MJ0668  DESIGNATION -  HANSCOM RM 1
 MJ0668  PID         -  MJ0668
 MJ0668  STATE/COUNTY-  NE/DOUGLAS
 MJ0668  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0668
 MJ0668                         *CURRENT SURVEY CONTROL
 MJ0668  ___________________________________________________________________
 MJ0668* NAD 83(1986)-  41 14 41.     (N)    095 57 35.     (W)     SCALED    
 MJ0668* NAVD 88     -       373.795  (meters)    1226.36   (feet)  ADJUSTED  
 MJ0668  ___________________________________________________________________
 MJ0668  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ0668  DYNAMIC HT  -         373.636 (meters)    1225.84  (feet)  COMP
 MJ0668  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 MJ0668
 MJ0668  VERT ORDER  -  FIRST     CLASS II
 MJ0668
 MJ0668.The horizontal coordinates were scaled from a topographic map and have
 MJ0668.an estimated accuracy of +/- 6 seconds.
 MJ0668
 MJ0668.The orthometric height was determined by differential leveling
 MJ0668.and adjusted by the National Geodetic Survey in June 1991..
 MJ0668
 MJ0668.The geoid height was determined by GEOID03.
 MJ0668
 MJ0668.The dynamic height is computed by dividing the NAVD 88
 MJ0668.geopotential number by the normal gravity value computed on the
 MJ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0668.degrees latitude (g = 980.6199 gals.).
 MJ0668
 MJ0668.The modeled gravity was interpolated from observed gravity values.
 MJ0668
 MJ0668;                    North         East    Units  Estimated Accuracy
 MJ0668;SPC NE       -   164,610.      838,430.      MT  (+/- 180 meters Scaled)
 MJ0668
 MJ0668                          SUPERSEDED SURVEY CONTROL
 MJ0668
 MJ0668  NGVD 29 (??/??/92)  373.670  (m)         1225.95   (f) ADJ UNCH    1 2
 MJ0668
 MJ0668.Superseded values are not recommended for survey control.
 MJ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0668.See file dsdata.txt to determine how the superseded data were derived.
 MJ0668
 MJ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF519701(NAD 83)
 MJ0668_MARKER: DR = REFERENCE MARK DISK
 MJ0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0668_STAMPING: HANSCOM NO 1 1934
 MJ0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0668+STABILITY: SURFACE MOTION
 MJ0668
 MJ0668  HISTORY     - Date     Condition        Report By
 MJ0668  HISTORY     - 1934     MONUMENTED       CGS
 MJ0668  HISTORY     - 1947     GOOD             NGS
 MJ0668  HISTORY     - 1976     GOOD             LOCSUR
 MJ0668
 MJ0668                          STATION DESCRIPTION
 MJ0668
 MJ0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0668'AT OMAHA.
 MJ0668'AT OMAHA, ABOUT 140 YARDS SOUTHEAST OF THE INTERSECTION OF
 MJ0668'THIRTY-SECOND STREET AND WOOLWORTH AVENUE, IN HANSCOM PARK, 284
 MJ0668'FEET SOUTHEAST OF THE TRIANGULATION STATION MARK, 90 FEET WEST
 MJ0668'OF THE CENTER LINE OF A PARK DRIVE, 36.8 FEET EAST OF A SPRANGLED
 MJ0668'MULBERRY TREE WITH SIX SEPARATE TRUNKS OF ABOUT 1 FOOT IN
 MJ0668'DIAMETER, 3.2 FEET EAST OF THE EAST EDGE OF A SIDEWALK, SET
 MJ0668'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MJ0668
 MJ0668                          STATION RECOVERY (1976)
 MJ0668
 MJ0668'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0669 ***********************************************************************
 MJ0669  DESIGNATION -  HANSCOM RM 2
 MJ0669  PID         -  MJ0669
 MJ0669  STATE/COUNTY-  NE/DOUGLAS
 MJ0669  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0669
 MJ0669                         *CURRENT SURVEY CONTROL
 MJ0669  ___________________________________________________________________
 MJ0669* NAD 83(1986)-  41 14 41.     (N)    095 57 35.     (W)     SCALED    
 MJ0669* NAVD 88     -       380.593  (meters)    1248.66   (feet)  ADJUSTED  
 MJ0669  ___________________________________________________________________
 MJ0669  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ0669  DYNAMIC HT  -         380.432 (meters)    1248.13  (feet)  COMP
 MJ0669  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 MJ0669
 MJ0669  VERT ORDER  -  FIRST     CLASS II
 MJ0669
 MJ0669.The horizontal coordinates were scaled from a topographic map and have
 MJ0669.an estimated accuracy of +/- 6 seconds.
 MJ0669
 MJ0669.The orthometric height was determined by differential leveling
 MJ0669.and adjusted by the National Geodetic Survey in June 1991..
 MJ0669
 MJ0669.The geoid height was determined by GEOID03.
 MJ0669
 MJ0669.The dynamic height is computed by dividing the NAVD 88
 MJ0669.geopotential number by the normal gravity value computed on the
 MJ0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0669.degrees latitude (g = 980.6199 gals.).
 MJ0669
 MJ0669.The modeled gravity was interpolated from observed gravity values.
 MJ0669
 MJ0669;                    North         East    Units  Estimated Accuracy
 MJ0669;SPC NE       -   164,610.      838,430.      MT  (+/- 180 meters Scaled)
 MJ0669
 MJ0669                          SUPERSEDED SURVEY CONTROL
 MJ0669
 MJ0669  NGVD 29 (??/??/92)  380.468  (m)         1248.25   (f) ADJ UNCH    1 2
 MJ0669
 MJ0669.Superseded values are not recommended for survey control.
 MJ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0669.See file dsdata.txt to determine how the superseded data were derived.
 MJ0669
 MJ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF519701(NAD 83)
 MJ0669_MARKER: DR = REFERENCE MARK DISK
 MJ0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0669_STAMPING: HANSCOM NO 2 1934
 MJ0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0669+STABILITY: SURFACE MOTION
 MJ0669
 MJ0669  HISTORY     - Date     Condition        Report By
 MJ0669  HISTORY     - 1934     MONUMENTED       CGS
 MJ0669  HISTORY     - 1947     GOOD             NGS
 MJ0669  HISTORY     - 1976     GOOD             NGS
 MJ0669
 MJ0669                          STATION DESCRIPTION
 MJ0669
 MJ0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0669'AT OMAHA.
 MJ0669'AT OMAHA, SOUTH OF THE INTERSECTION OF THIRTY-SECOND STREET AND
 MJ0669'WOOLWORTH AVENUE, IN THE NORTHWEST CORNER OF HANSCOM PARK, 149
 MJ0669'FEET SOUTH OF THE CENTER LINE OF WOOLWORTH AVENUE, 137 FEET
 MJ0669'WEST OF THE TRIANGULATION STATION, 18 FEET SOUTHWEST OF A
 MJ0669'20-INCH MULBERRY TREE, 16 FEET NROTHWEST OF THE CENTER LINE
 MJ0669'OF THE WEST STREET CAR TRACK AND LEVEL WITH IT, 11 FEET EAST OF
 MJ0669'THE EAST CURB OF THIRTY-SECOND STREET, SET IN THE TOP OF A
 MJ0669'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MJ0669
 MJ0669                          STATION RECOVERY (1976)
 MJ0669
 MJ0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0670 ***********************************************************************
 MJ0670  DESIGNATION -  HANSCOM RM 3
 MJ0670  PID         -  MJ0670
 MJ0670  STATE/COUNTY-  NE/DOUGLAS
 MJ0670  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0670
 MJ0670                         *CURRENT SURVEY CONTROL
 MJ0670  ___________________________________________________________________
 MJ0670* NAD 83(1986)-  41 14 41.     (N)    095 57 35.     (W)     SCALED    
 MJ0670* NAVD 88     -       380.010  (meters)    1246.75   (feet)  ADJUSTED  
 MJ0670  ___________________________________________________________________
 MJ0670  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ0670  DYNAMIC HT  -         379.849 (meters)    1246.22  (feet)  COMP
 MJ0670  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 MJ0670
 MJ0670  VERT ORDER  -  FIRST     CLASS II
 MJ0670
 MJ0670.The horizontal coordinates were scaled from a topographic map and have
 MJ0670.an estimated accuracy of +/- 6 seconds.
 MJ0670
 MJ0670.The orthometric height was determined by differential leveling
 MJ0670.and adjusted by the National Geodetic Survey in June 1991..
 MJ0670
 MJ0670.The geoid height was determined by GEOID03.
 MJ0670
 MJ0670.The dynamic height is computed by dividing the NAVD 88
 MJ0670.geopotential number by the normal gravity value computed on the
 MJ0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0670.degrees latitude (g = 980.6199 gals.).
 MJ0670
 MJ0670.The modeled gravity was interpolated from observed gravity values.
 MJ0670
 MJ0670;                    North         East    Units  Estimated Accuracy
 MJ0670;SPC NE       -   164,610.      838,430.      MT  (+/- 180 meters Scaled)
 MJ0670
 MJ0670                          SUPERSEDED SURVEY CONTROL
 MJ0670
 MJ0670  NGVD 29 (??/??/92)  379.885  (m)         1246.34   (f) ADJ UNCH    1 2
 MJ0670
 MJ0670.Superseded values are not recommended for survey control.
 MJ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0670.See file dsdata.txt to determine how the superseded data were derived.
 MJ0670
 MJ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF519701(NAD 83)
 MJ0670_MARKER: DR = REFERENCE MARK DISK
 MJ0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0670_STAMPING: HANSCOM NO 3 1934
 MJ0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0670+STABILITY: SURFACE MOTION
 MJ0670
 MJ0670  HISTORY     - Date     Condition        Report By
 MJ0670  HISTORY     - 1934     MONUMENTED       CGS
 MJ0670  HISTORY     - 1947     GOOD             NGS
 MJ0670  HISTORY     - 1976     POOR             NGS
 MJ0670
 MJ0670                          STATION DESCRIPTION
 MJ0670
 MJ0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0670'AT OMAHA.
 MJ0670'AT OMAHA, AT THE INTERSECTION OF 32ND STREET AND WOOLWORTH
 MJ0670'AVENUE, 39 FEET WEST OF THE CENTER LINE OF 32ND STREET, 32.5
 MJ0670'FEET WEST OF THE CENTER LINE OF THE WEST STREET CAR TRACK ON
 MJ0670'32ND STREET, 4 FEET NORTH OF THE NORTH CURB OF WOOLWORTH AVENUE,
 MJ0670'3.6 FEET WEST OF A CONCRETE LAMP POST, 2.7 FEET SOUTH OF THE
 MJ0670'SOUTH EDGE OF A SIDEWALK, SET IN THE TOP OF A CONCRETE POST
 MJ0670'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 MJ0670
 MJ0670                          STATION RECOVERY (1976)
 MJ0670
 MJ0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0670'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1130 ***********************************************************************
 LH1130  DESIGNATION -  HANSEN
 LH1130  PID         -  LH1130
 LH1130  STATE/COUNTY-  NE/HALL
 LH1130  USGS QUAD   -  HASTINGS NW (1974)
 LH1130
 LH1130                         *CURRENT SURVEY CONTROL
 LH1130  ___________________________________________________________________
 LH1130* NAD 83(1995)-  40 42 12.93997(N)    098 23 02.55177(W)     ADJUSTED  
 LH1130* NAVD 88     -       606.     (meters)    1988.     (feet)  SCALED    
 LH1130  ___________________________________________________________________
 LH1130  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 LH1130  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 LH1130
 LH1130  HORZ ORDER  -  THIRD
 LH1130
 LH1130.The horizontal coordinates were established by classical geodetic methods
 LH1130.and adjusted by the National Geodetic Survey in August 1997..
 LH1130
 LH1130.The orthometric height was scaled from a topographic map.
 LH1130
 LH1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1130
 LH1130.The geoid height was determined by GEOID03.
 LH1130
 LH1130;                    North         East     Units Scale Factor Converg.
 LH1130;SPC NE       -    97,899.741   636,524.862   MT  0.99975583   +1 04 15.2
 LH1130;UTM  14      - 4,506,036.489   552,034.521   MT  0.99963333   +0 24 06.1
 LH1130
 LH1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1130!SPC NE       -   0.99990886  x   0.99975583  =   0.99966471
 LH1130!UTM  14      -   0.99990886  x   0.99963333  =   0.99954222
 LH1130
 LH1130|---------------------------------------------------------------------|
 LH1130| PID    Reference Object                     Distance      Geod. Az  |
 LH1130|                                                           dddmmss.s |
 LH1130| CN8715 HANSEN RM 1                          31.001 METERS 00303     |
 LH1130| LH1143 DONIPHAN MUNICIPAL TANK             APPROX. 7.9 KM 0083724.0 |
 LH1130| CN8714 HANSEN AZ MK                                       0821335.5 |
 LH1130| CN8716 HANSEN RM 2                           8.263 METERS 26611     |
 LH1130|---------------------------------------------------------------------|
 LH1130
 LH1130                          SUPERSEDED SURVEY CONTROL
 LH1130
 LH1130  NAD 83(1986)-  40 42 12.94718(N)    098 23 02.55241(W) AD(       ) 3
 LH1130  NAD 27      -  40 42 12.90100(N)    098 23 01.33200(W) AD(       ) 3
 LH1130
 LH1130.Superseded values are not recommended for survey control.
 LH1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1130.See file dsdata.txt to determine how the superseded data were derived.
 LH1130
 LH1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5203506036(NAD 83)
 LH1130_MARKER: DS = TRIANGULATION STATION DISK
 LH1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1130+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 LH1130
 LH1130  HISTORY     - Date     Condition        Report By
 LH1130  HISTORY     - 1951     MONUMENTED       CGS
 LH1130  HISTORY     - 1968     GOOD             CGS
 LH1130  HISTORY     - 1976     GOOD             NGS
 LH1130  HISTORY     - 20060111 GOOD             INDIV
 LH1130
 LH1130                          STATION DESCRIPTION
 LH1130
 LH1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1130'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF DONIPHAN AND
 LH1130'1 MILE NORTHWEST OF HANSEN.  IT IS JUST SOUTH FROM THE SOUTH
 LH1130'END OF A ROW OF PINE TREES, ABOUT 150 YARDS SOUTH FROM MR. BEDFORD
 LH1130'JOHNSONS HOME, 6 FEET NORTHWEST OF A FENCE CORNER, 4 FEET
 LH1130'NORTHWEST OF A WITNESS POST AND 3 FEET NORTH OF AN EAST-WEST
 LH1130'FENCE LINE.  IT IS STAMPED HANSEN 1951 AND IS SET FLUSH.
 LH1130'
 LH1130'REFERENCE MARK NO. 1 IS JUST SOUTH OF A TELEPHONE POLE AND 11
 LH1130'FEET EAST FROM A ROW OF PINE TREES.  IT IS STAMPED HANSEN NO
 LH1130'1 1951 AND PROJECTS 5 INCHES.
 LH1130'
 LH1130'REFERENCE MARK NO. 2 IS SET IN A FENCE LINE, 32 FEET WEST FROM
 LH1130'A FENCE CORNER AND 3 FEET EAST OF A PINE TREE.  IT IS STAMPED
 LH1130'HANSEN NO 2 1951 AND PROJECTS 5 INCHES.
 LH1130'
 LH1130'THE AZIMUTH MARK IS LOCATED 40 FEET WEST FROM THE CENTER OF U.S.
 LH1130'HIGHWAY 281, 34 FEET SOUTH FROM THE CENTER OF THE DRIVEWAY TO MR.
 LH1130'JOHNSONS HOME, 1 FOOT SOUTH OF A WITNESS POST AND JUST NORTH
 LH1130'OF A TELEPHONE POLE.  IT IS STAMPED HANSEN 1951 AND PROJECTS
 LH1130'5 INCHES.
 LH1130'
 LH1130'TO REACH THE STATION FROM THE POST OFFICE IN HANSEN, GO NORTH
 LH1130'ON A GRAVELED ROAD FOR 0.15 MILE TO A T ROAD INTERSECTION, TURN
 LH1130'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.5 MILE TO U.S. HIGHWAY
 LH1130'281.  TURN RIGHT AND GO NORTHEAST AND NORTH ON U.S. HIGHWAY 281
 LH1130'FOR 0.4 MILES TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK
 LH1130'AS DESCRIBED.  TURN LEFT AND GO UP THE DRIVEWAY FOR 0.3 MILE
 LH1130'TO THE TOP OF THE HILL AND A ROW OF PINE TREES ON THE LEFT,
 LH1130'TURN LEFT AND FOLLOW ALONG THE EAST SIDE OF THE ROW OF TREES
 LH1130'FOR 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LH1130
 LH1130                          STATION RECOVERY (1968)
 LH1130
 LH1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LH1130'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 LH1130'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 LH1130'MARK WAS FOUND IN GOOD CONDITION BUT IN THE WAY OF HIGHWAY
 LH1130'CONSTRUCTION AND HAD TO BE MOVED.
 LH1130'
 LH1130'A NEW AZIMUTH MARK WAS SET ON LINE TO THE STATION MARK, DISTANCE
 LH1130'ABOUT 85.0 FEET, AND THEN THE OLD AZIMUTH MARK WAS DESTROYED.
 LH1130'
 LH1130'DUE TO TALL CORN NEAR THE STATION SITE NO OBSERVATIONS WERE
 LH1130'TAKEN AT THE STATION SITE.  A 14 FOOT TARGET WAS NEEDED TO
 LH1130'SEE THE STATION FROM THE AZIMUTH MARK.
 LH1130'
 LH1130'FOLLOWING IS A NEW DESCRIPTION.
 LH1130'
 LH1130'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 LH1130'STATE ROAD 134 WHICH LEADS TO TRUMBALL, GO NORTH ON U.S. HIGHWAY
 LH1130'281 FOR 1.0 MILE TO A CROSSROAD WHICH IS 3/4 MILE WEST OF THE
 LH1130'ABANDONED VILLAGE OF HANSEN.  CONTINUE NORTH ON U.S. HIGHWAY 281
 LH1130'FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK.
 LH1130'TURN LEFT AND GO WEST ON THE DRIVEWAY FOR 0.25 MILE TO A FENCE.
 LH1130'TURN LEFT AND GO SOUTH ALONG THE EAST SIDE OF A FENCE FOR 0.1
 LH1130'MILE TO THE SOUTH EDGE OF PINE TREES AND THE STATION ON THE RIGHT.
 LH1130'
 LH1130'STATION MARK, A STANDARD DISK STAMPED HANSEN 1951, IS SET IN
 LH1130'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LH1130'OF THE GROUND.  IT IS 20 FEET NORTH-NORTHWEST OF A GATE POST,
 LH1130'6 FEET WEST OF A FENCE, AND 0.5 FEET WEST OF A METAL WITNESS
 LH1130'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LH1130'
 LH1130'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HANSEN NO. 1 1951,
 LH1130'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 LH1130'INCHES.  IT IS 11 FEET EAST OF THE ROW OF PINE TREES AND 0.5
 LH1130'FEET EAST OF A FENCE.
 LH1130'
 LH1130'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HANSEN NO. 2 1951,
 LH1130'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 LH1130'INCHES.  IT IS 33 FEET WEST OF THE FENCE.
 LH1130'
 LH1130'AZIMUTH MARK, A STANDARD DISK STAMPED HANSEN 1951 1968, IS SET
 LH1130'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 LH1130'IT IS ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 281, 44 FEET
 LH1130'SOUTH OF THE CENTER OF THE DRIVEWAY, 31.5 FEET SOUTH OF AN
 LH1130'EAST-WEST FENCE, 13 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT NORTH
 LH1130'OF A METAL WITNESS POST, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 LH1130'
 LH1130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 LH1130'SOUTH OF DONIPHAN.
 LH1130
 LH1130                          STATION RECOVERY (1976)
 LH1130
 LH1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LH1130'STATION, REF 1, REF 2 AND AZIMUTH WERE FOUND IN GOOD CONDITION.
 LH1130
 LH1130                          STATION RECOVERY (2006)
 LH1130
 LH1130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JLB)
 LH1130'TO FIND THIS STATION MARK FOLLOW THE ABOVE DESCRIBED DRIVEWAY, NOW
 LH1130'ASPHALT ROADWAY.  DRIVE WILL TURN AND CONTINUE SOUTH FOR APROX 300
 LH1130'FEET.  THEN CONTINUE SOUTH ALONG FENCE LINE TO STATION MARK. MONUMENT
 LH1130'IS APROX. 12 WEST OF N-S FENCE LINE AND APROX 40 FEET NORTH OF E-W
 LH1130'FENCE, AND 48 FEET SOUTHEAST OF METAL BUIDING. (JLB)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1055 ***********************************************************************
 LH1055  DESIGNATION -  HANSON
 LH1055  PID         -  LH1055
 LH1055  STATE/COUNTY-  NE/PHELPS
 LH1055  USGS QUAD   -  BERTRAND SE (1970)
 LH1055
 LH1055                         *CURRENT SURVEY CONTROL
 LH1055  ___________________________________________________________________
 LH1055* NAD 83(1995)-  40 33 49.96625(N)    099 33 42.53514(W)     ADJUSTED  
 LH1055* NAVD 88     -       745.     (meters)    2444.     (feet)  SCALED    
 LH1055  ___________________________________________________________________
 LH1055  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 LH1055  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 LH1055
 LH1055  HORZ ORDER  -  SECOND
 LH1055
 LH1055.The horizontal coordinates were established by classical geodetic methods
 LH1055.and adjusted by the National Geodetic Survey in August 1997..
 LH1055
 LH1055.The orthometric height was scaled from a topographic map.
 LH1055
 LH1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1055
 LH1055.The geoid height was determined by GEOID03.
 LH1055
 LH1055;                    North         East     Units Scale Factor Converg.
 LH1055;SPC NE       -    81,206.468   537,100.824   MT  0.99979255   +0 17 25.4
 LH1055;UTM  14      - 4,490,497.021   452,440.286   MT  0.99962784   -0 21 55.3
 LH1055
 LH1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1055!SPC NE       -   0.99988695  x   0.99979255  =   0.99967953
 LH1055!UTM  14      -   0.99988695  x   0.99962784  =   0.99951483
 LH1055
 LH1055:                Primary Azimuth Mark                     Grid Az
 LH1055:SPC NE       -  OVERTON MUNICIPAL TANK                   005 38 37.8
 LH1055:UTM  14      -  OVERTON MUNICIPAL TANK                   006 17 58.5
 LH1055
 LH1055|---------------------------------------------------------------------|
 LH1055| PID    Reference Object                     Distance      Geod. Az  |
 LH1055|                                                           dddmmss.s |
 LH1055| LH1054 OVERTON MUNICIPAL TANK              APPROX.19.9 KM 0055603.2 |
 LH1055| LH1328 MOSES HILL CHURCH SPIRE             APPROX.11.8 KM 1200429.9 |
 LH1055| LH1375 HOLDREGE SAFE PATROL RAD MAST       APPROX.18.7 KM 1320326.6 |
 LH1055| LH1378 LOOMIS MUNICIPAL TANK               APPROX.10.6 KM 1535006.9 |
 LH1055| CN8718 HANSON RM 1                          22.180 METERS 19939     |
 LH1055| LH1058 BERTRAND IMMAN LUTH CH CROSS        APPROX. 7.4 KM 2343901.9 |
 LH1055| LH1057 BERTRAND MUNICIPAL TANK             APPROX. 7.2 KM 2382556.0 |
 LH1055| CN8717 HANSON AZ MK                                       2660830.6 |
 LH1055| LH1059 HOPE LUTHERAN CHURCH BELFRY         APPROX.10.0 KM 2721401.7 |
 LH1055| CN8719 HANSON RM 2                          15.545 METERS 27401     |
 LH1055| LH1060 CENTRAL NEBR PUB PWR RAD TWR 2      APPROX.20.4 KM 3090404.4 |
 LH1055| LH1042 RADIO STATION KRVN WEST MAST        APPROX.21.3 KM 3474338.4 |
 LH1055|---------------------------------------------------------------------|
 LH1055
 LH1055                          SUPERSEDED SURVEY CONTROL
 LH1055
 LH1055  NAD 83(1986)-  40 33 49.97227(N)    099 33 42.53777(W) AD(       ) 2
 LH1055  NAD 27      -  40 33 49.94300(N)    099 33 41.14900(W) AD(       ) 2
 LH1055
 LH1055.Superseded values are not recommended for survey control.
 LH1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1055.See file dsdata.txt to determine how the superseded data were derived.
 LH1055
 LH1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5244090497(NAD 83)
 LH1055_MARKER: DS = TRIANGULATION STATION DISK
 LH1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1055
 LH1055  HISTORY     - Date     Condition        Report By
 LH1055  HISTORY     - 1951     MONUMENTED       CGS
 LH1055
 LH1055                          STATION DESCRIPTION
 LH1055
 LH1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1055'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHWEST OF LOOMIS,
 LH1055'4.5 MILES NORTHEAST OF BERTRAND AND AT THE NORTH EDGE OF
 LH1055'A FARM YARD.  IT IS 92.0 FEET NORTHEAST OF NORTHEAST CORNER
 LH1055'OF A HOUSE AND 74.0 FEET NORTH-NORTHEAST OF A YARD LIGHT
 LH1055'POLE.  IT IS SET FLUSH AND STAMPED HANSON 1951.
 LH1055'
 LH1055'REFERENCE MARK NO. 1 IS 38.0 FEET EAST OF THE NORTHEAST
 LH1055'CORNER OF A HOUSE AND 1.0 FOOT NORTHEAST OF A YARD LIGHT
 LH1055'POLE.  IT IS SET FLUSH AND STAMPED HANSON NO 1 1951.
 LH1055'
 LH1055'REFERENCE MARK NO. 2 IS 72.0 FEET NORTH OF THE NORTHEAST
 LH1055'CORNER OF A HOUSE AND 77.0 FEET NORTH-NORTHWEST OF A YARD
 LH1055'LIGHT POLE.  IT IS SET FLUSH AND STAMPED HANSON NO 2 1951.
 LH1055'
 LH1055'THE DISTANCE BETWEEN REFERENCE MARKS IS 76.7 FEET.
 LH1055'
 LH1055'THE AZIMUTH MARK IS 45.0 FEET SOUTHEAST OF THE CENTER OF
 LH1055'A T ROAD INTERSECTION, 33.0 FEET NORTH OF A POWERLINE POLE,
 LH1055'2.5 FEET NORTH OF A TELEPHONE POLE AND 1.5 FEET EAST OF
 LH1055'A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED HANSON 1951.
 LH1055'
 LH1055'TO REACH THE STATION FROM THE DEPOT IN BERTRAND, GO SOUTH
 LH1055'ON THE MAIN STREET FOR 0.25 MILE TO THE JUNCTION OF STATE
 LH1055'HIGHWAY 23.  TURN LEFT, EAST, ON STATE HIGHWAY 23 FOR 0.4
 LH1055'MILE TO A Y FORK, WHERE STATE HIGHWAY 23 TURNS RIGHT AND
 LH1055'A GRAVELED ROAD CONTINUES EAST.  FOLLOW GRAVELED ROAD EAST
 LH1055'FOR 3.0 MILES TO A CROSSROAD, TURN LEFT, NORTH, ON GRAVELED
 LH1055'ROAD FOR 2.7 MILES TO A T ROAD LEADING EAST TOWARD A FARM
 LH1055'YARD AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN
 LH1055'RIGHT, EAST, ON FARM LANE FOR 0.3 MILE TO A FARM HOUSE AND
 LH1055'THE STATION AS DESCRIBED.
 LH1055'
 LH1055'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1170 ***********************************************************************
 LG1170  HT_MOD      -  This is a Height Modernization Survey Station.
 LG1170  CBN         -  This is a Cooperative Base Network Control Station.
 LG1170  DESIGNATION -  HAPPY
 LG1170  PID         -  LG1170
 LG1170  STATE/COUNTY-  NE/LANCASTER
 LG1170  USGS QUAD   -  RAYMOND (1972)
 LG1170
 LG1170                         *CURRENT SURVEY CONTROL
 LG1170  ___________________________________________________________________
 LG1170* NAD 83(1995)-  40 53 12.23476(N)    096 51 41.04873(W)     ADJUSTED  
 LG1170* NAVD 88     -       417.90   (meters)    1371.1    (feet)  GPS OBS   
 LG1170  ___________________________________________________________________
 LG1170  X           -    -576,926.657 (meters)                     COMP
 LG1170  Y           -  -4,794,543.843 (meters)                     COMP
 LG1170  Z           -   4,153,177.876 (meters)                     COMP
 LG1170  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 LG1170  ELLIP HEIGHT-         391.29  (meters)          (03/30/05) GPS OBS
 LG1170  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 LG1170
 LG1170  HORZ ORDER  -  B
 LG1170  ELLP ORDER  -  THIRD     CLASS I
 LG1170
 LG1170.The horizontal coordinates were established by GPS observations
 LG1170.and adjusted by the National Geodetic Survey in June 1996..
 LG1170
 LG1170.The orthometric height was determined by GPS observations and a
 LG1170.high-resolution geoid model using precise GPS observation and
 LG1170.processing techniques.
 LG1170
 LG1170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1170
 LG1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1170
 LG1170.The ellipsoidal height was determined by GPS observations
 LG1170.and is referenced to NAD 83.
 LG1170
 LG1170.The geoid height was determined by GEOID03.
 LG1170
 LG1170;                    North         East     Units Scale Factor Converg.
 LG1170;SPC NE       -   121,755.213   764,384.978   MT  0.99971656   +2 04 47.8
 LG1170;UTM  14      - 4,528,384.898   680,172.953   MT  0.99999956   +1 24 00.8
 LG1170
 LG1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1170!SPC NE       -   0.99993863  x   0.99971656  =   0.99965520
 LG1170!UTM  14      -   0.99993863  x   0.99999956  =   0.99993819
 LG1170
 LG1170|---------------------------------------------------------------------|
 LG1170| PID    Reference Object                     Distance      Geod. Az  |
 LG1170|                                                           dddmmss.s |
 LG1170| CL7044 HAPPY RM 3                           11.488 METERS 07514     |
 LG1170| CL7042 HAPPY RM 1                           12.868 METERS 09150     |
 LG1170| CL7040 HAPPY AZ MK                                        0931444.4 |
 LG1170| CL7041 HAPPY AZ MK RESET                                  0942048.7 |
 LG1170| LG1181 LINCOLN AIR FORCE BASE TANK                        11118     |
 LG1170| CL7043 HAPPY RM 2                           19.861 METERS 27150     |
 LG1170| CL7045 HAPPY RM 4                           23.671 METERS 27541     |
 LG1170|---------------------------------------------------------------------|
 LG1170
 LG1170                          SUPERSEDED SURVEY CONTROL
 LG1170
 LG1170  ELLIP H (07/10/01)  391.31   (m)                       GP(       ) 4 1
 LG1170  ELLIP H (06/25/96)  391.36   (m)                       GP(       ) 1 1
 LG1170  NAD 83(1986)-  40 53 12.24546(N)    096 51 41.04611(W) AD(       ) 1
 LG1170  NAD 27      -  40 53 12.22045(N)    096 51 39.96980(W) AD(       ) 1
 LG1170  NGVD 29 (07/19/86)  417.81   (m)         1370.8    (f) LEVELING    3  
 LG1170
 LG1170.Superseded values are not recommended for survey control.
 LG1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1170.See file dsdata.txt to determine how the superseded data were derived.
 LG1170
 LG1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8017328385(NAD 83)
 LG1170_MARKER: DS = TRIANGULATION STATION DISK
 LG1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1170_STAMPING: HAPPY 1947
 LG1170_MARK LOGO: CGS   
 LG1170_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1170+STABILITY: SURFACE MOTION
 LG1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1170+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1170
 LG1170  HISTORY     - Date     Condition        Report By
 LG1170  HISTORY     - 1947     MONUMENTED       CGS
 LG1170  HISTORY     - 1958     GOOD             CGS
 LG1170  HISTORY     - 1967     GOOD             CGS
 LG1170  HISTORY     - 1976     GOOD             NGS
 LG1170  HISTORY     - 19950816 GOOD             NE-109
 LG1170  HISTORY     - 20000601 GOOD             NEDR
 LG1170  HISTORY     - 2002     GOOD             NEDR
 LG1170
 LG1170                          STATION DESCRIPTION
 LG1170
 LG1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1170'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF LINCOLN
 LG1170'AND 2.5 MILES EAST OF THE SEWARD COUNTY LINE ON THE RIGHT-OF-WAY
 LG1170'OF U.S. HIGHWAY 34.  IT IS 8 FEET SOUTH OF A FENCE LINE, 20
 LG1170'FEET NORTHWEST OF A POWER LINE POLE, 12 FEET NORTH OF THE
 LG1170'SOUTH EDGE OF A HIGH BANK, 15 FEET SOUTHWEST OF A T FENCE
 LG1170'CORNER AND 7.5 FEET SOUTH OF A 4-INCH SQUARE WHITE WOODEN
 LG1170'WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED HAPPY 1947 AND
 LG1170'IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1170'
 LG1170'REFERENCE MARK NO. 1 IS 23.5 FEET EAST-NORTHEAST OF A POWER
 LG1170'LINE POLE AND 7 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LG1170'STAMPED HAPPY NO 1 1947 AND IS FLUSH WITH THE SURFACE OF THE
 LG1170'GROUND.
 LG1170'
 LG1170'REFERENCE MARK NO. 2 IS 77 FEET WEST OF A T FENCE CORNER AND 1 FOOT
 LG1170'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED HAPPY NO 2
 LG1170'1947 AND PROJECTS 8 INCHES.
 LG1170'
 LG1170'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 40.5 FEET SOUTH OF THE
 LG1170'CENTER OF U.S. HIGHWAY 34, 15 FEET NORTH OF AN EAST-WEST FENCE
 LG1170'LINE, 1 FOOT WEST OF A TELEPHONE POLE, AND 2 FEET NORTH OF A
 LG1170'4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS
 LG1170'ABOUT 10 FEET HIGHER THAN THE ROAD BED.  IT IS STAMPED HAPPY
 LG1170'1947 AND PROJECTS 6 INCHES.
 LG1170'
 LG1170'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO
 LG1170'NORTH ON U.S. HIGHWAY 77 FOR 1.4 MILES TO THE JUNCTION OF
 LG1170'U.S. HIGHWAYS 34 AND 6.  TURN LEFT, WEST, ON U.S. HIGHWAY 34,
 LG1170'9.5 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LG1170'CONTINUE WEST FOR 0.25 MILE TO THE STATION ON THE RIGHT AS
 LG1170'DESCRIBED.
 LG1170'
 LG1170'A 47 FOOT SIGNAL AT CORN IS V.G.
 LG1170'
 LG1170'A 10 FOOT SIGNAL AT EMERALD IS VISIBLE AT 30 FEET.
 LG1170'
 LG1170'A 74 FOOT SIGNAL AT HAINES IS V.G.
 LG1170'
 LG1170'A 74 FOOT SIGNAL AT MILFORD IS V.G.
 LG1170'
 LG1170'A 74 FOOT SIGNAL AT GARLAND IS V.G.
 LG1170'
 LG1170'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG1170
 LG1170                          STATION RECOVERY (1958)
 LG1170
 LG1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LG1170'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG1170'GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY THE
 LG1170'AZIMUTH MARK AND COVER WITH EARTH THE STATION AND BOTH REFERENCE
 LG1170'MARKS.  THE AZIMUTH AND REFERENCE MARKS WERE MOVED.  THE
 LG1170'STATION MARK WILL BE COVERED TO A DEPTH OF ABOUT 20 INCHES BY
 LG1170'A BUILDUP BANK BETWEEN THE RIGHT-OF-WAY FENCE AND THE TOP OF
 LG1170'THE BACK SLOPE ON THE NORTH SIDE OF U.S. HIGHWAY 34.  A
 LG1170'COMPLETE DESCRIPTION FOLLOWS.
 LG1170'
 LG1170'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF LINCOLN, 2 AND
 LG1170'1/2 MILES EAST OF THE SEWARD COUNTY LINE, AND 1 AND 1/2 MILES
 LG1170'SOUTH OF THE SMALL VILLAGE OF MALCOLM ON THE RIGHT-OF-WAY
 LG1170'OF U.S. HIGHWAY 34 NEAR THE SOUTHWEST CORNER OF THE SE 1/4
 LG1170'OF SEC. 28, T 11 N, R 5 E JUST SOUTH OF FARM BUILDINGS, 56 FEET
 LG1170'NORTH OF THE CENTER OF U.S. HIGHWAY 34, 15 FEET SOUTHWEST OF
 LG1170'FENCE T-INTERSECTION, 9.5 FEET SOUTH OF FENCE, 9 FEET SOUTH
 LG1170'OF WITNESS POST, AND 8 FEET SOUTH-SOUTHWEST OF A POWER POLE.
 LG1170'THE MARK IS 20 INCHES BELOW THE SURFACE OF THE GROUND AND
 LG1170'THE DISK IS STAMPED HAPPY 1947.  THE STATION MARKS ARE
 LG1170'DESCRIBED IN NOTES 1A AND 7A.
 LG1170'
 LG1170'REFERENCE MARK NO. 3 IS 37.64 FEET EAST-NORTHEAST OF THE STATION,
 LG1170'35 FEET EAST OF A POWER POLE, 25 FEET EAST OF A FENCE
 LG1170'T-INTERSECTION, AND 1 FOOT SOUTH OF RIGHT-OF-WAY FENCE.  THE MARK
 LG1170'PROJECTS 4 INCHES AND THE DISK IS STAMPED HAPPY NO 3 1947.
 LG1170'
 LG1170'REFERENCE MARK NO. 4 IS 77.58 FEET WEST OF THE STATION, 88
 LG1170'FEET WEST OF A FENCE T-INTERSECTION, 78 FEET WEST OF A POWER POLE,
 LG1170'AND 1 FOOT SOUTH OF RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6
 LG1170'INCHES AND THE DISK IS STAMPED HAPPY NO 4 1947.
 LG1170'
 LG1170'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 65 FEET SOUTH
 LG1170'OF THE CENTER OF U.S. HIGHWAY 34, 2.5 FEET WEST OF A TELEPHONE POLE,
 LG1170'AND 2 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES
 LG1170'AND THE DISK IS STAMPED HAPPY 1947 RESET 1958.
 LG1170'
 LG1170'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO
 LG1170'NORTH ON U.S. HIGHWAY 77 FOR 1.4 MILES TO THE JUNCTION OF U.S.
 LG1170'HIGHWAYS 6 AND 34.  TURN LEFT AND GO WEST ON U.S. HIGHWAY
 LG1170'34 FOR 5.2 MILES TO THE OAK CREEK BRIDGE.  CONTINUE WEST
 LG1170'ON U.S. HIGHWAY 34 FOR 4.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 LG1170'CONTINUE WEST ON U.S. HIGHWAY 34 FOR 0.25 MILE TO FARM BUILDINGS
 LG1170'AND THE STATION ON THE RIGHT.
 LG1170
 LG1170                          STATION RECOVERY (1967)
 LG1170
 LG1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GLD)
 LG1170'DESCRIPTION IS ADEQUATE.  ALL MARKS WERE FOUND IN GOOD CONDITION.
 LG1170'THE AZ. MK. PROJECTS 4 INCHES AND IS STAMPED HAPPY 1947 RESET
 LG1170'1958.
 LG1170
 LG1170                          STATION RECOVERY (1976)
 LG1170
 LG1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1170'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK 1958
 LG1170'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.  THE
 LG1170'MARKS ARE ON THE TOP OF HIGH ROAD CUT BANKS.  A NEW METAL WITNESS
 LG1170'POST WAS SET BESIDE THE ORIGINAL WOODEN WITNESS POST AT THE STATION
 LG1170'MARK AND THE AZIMUTH MARK.
 LG1170'
 LG1170'NOTE--A 3/4 INCH REBAR, ABOUT 3 FEET IN LENGTH WAS DRIVEN INTO THE
 LG1170'GROUND BESIDE THE STATION MARK AND THE AZIMUTH MARK.
 LG1170'
 LG1170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9.0 MILES
 LG1170'NORTHWEST OF LINCOLN.
 LG1170
 LG1170                          STATION RECOVERY (1995)
 LG1170
 LG1170'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1995 (LW)
 LG1170'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 9 MI
 LG1170'(14.5 KM) NORTHWEST OF LINCOLN, 6.5 MI (10.5 KM) SOUTHEAST OF RAYMOND,
 LG1170'2.5 MI (4.0 KM) EAST OF THE SEWARD-LANCASTER COUNTY LINE, NEAR THE
 LG1170'SOUTHWEST CORNER OF THE SE1/4, SEC28, T11N, R5E AND ON TOP OF A HIGH
 LG1170'CUT BANK ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 34.  TO REACH THE
 LG1170'MARK FROM THE JUNCTION OF STATE HIGHWAY 79 WITH U.S. HIGHWAY 34, ABOUT
 LG1170'5 MI (8.0 KM) SOUTH OF RAYMOND, GO WEST ON U.S. HIGHWAY 34 FOR 3.6 MI
 LG1170'(5.8 KM) TO THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A
 LG1170'SQUARE CONCRETE MONUMENT THAT IS RECESSED ABOUT 1 FT (0.3 M) BELOW THE
 LG1170'GROUND SURFACE.  IT IS 77.54 FT (23.63 M) EAST OF REFERENCE MARK 4,
 LG1170'37.68 FT (11.48 M) WEST-SOUTHWEST OF REFERENCE MARK 3, 9.5 FT (2.9 M)
 LG1170'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 16.4 FT (5.0 M) SOUTHWEST OF A
 LG1170'RIGHT-OF-WAY MARKER, 9.5 FT (2.9 M) SOUTH OF A WITNESS POST AND 4 FT
 LG1170'(1.2 M) NORTH OF THE SOUTH EDGE OF THE HIGH CUT BANK.
 LG1170
 LG1170                          STATION RECOVERY (2000)
 LG1170
 LG1170'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1170'RECOVERED AS DESCRIBED.
 LG1170
 LG1170                          STATION RECOVERY (2002)
 LG1170
 LG1170'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1170'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0505 ***********************************************************************
 NO0505  DESIGNATION -  HARLAN
 NO0505  PID         -  NO0505
 NO0505  STATE/COUNTY-  NE/CHERRY
 NO0505  USGS QUAD   -  IRWIN SW (1990)
 NO0505
 NO0505                         *CURRENT SURVEY CONTROL
 NO0505  ___________________________________________________________________
 NO0505* NAD 83(1995)-  42 47 38.94294(N)    101 52 43.26523(W)     ADJUSTED  
 NO0505* NAVD 88     -      1100.     (meters)    3609.     (feet)  SCALED    
 NO0505  ___________________________________________________________________
 NO0505  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 NO0505  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 NO0505
 NO0505  HORZ ORDER  -  FIRST
 NO0505
 NO0505.The horizontal coordinates were established by classical geodetic methods
 NO0505.and adjusted by the National Geodetic Survey in August 1997..
 NO0505
 NO0505.The orthometric height was scaled from a topographic map.
 NO0505
 NO0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0505
 NO0505.The geoid height was determined by GEOID03.
 NO0505
 NO0505;                    North         East     Units Scale Factor Converg.
 NO0505;SPC NE       -   330,424.022   346,325.436   MT  0.99991211   -1 14 42.0
 NO0505;UTM  14      - 4,741,975.689   264,573.619   MT  1.00028193   -1 57 23.7
 NO0505
 NO0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0505!SPC NE       -   0.99983043  x   0.99991211  =   0.99974255
 NO0505!UTM  14      -   0.99983043  x   1.00028193  =   1.00011231
 NO0505
 NO0505|---------------------------------------------------------------------|
 NO0505| PID    Reference Object                     Distance      Geod. Az  |
 NO0505|                                                           dddmmss.s |
 NO0505| CQ3894 HARLAN RM 1                          22.363 METERS 08715     |
 NO0505| CQ3895 HARLAN RM 2                          15.535 METERS 15841     |
 NO0505| CQ3893 HARLAN AZ MK                                       2815812.8 |
 NO0505|---------------------------------------------------------------------|
 NO0505
 NO0505                          SUPERSEDED SURVEY CONTROL
 NO0505
 NO0505  NAD 83(1986)-  42 47 38.93577(N)    101 52 43.27034(W) AD(       ) 1
 NO0505  NAD 27      -  42 47 38.93900(N)    101 52 41.70800(W) AD(       ) 1
 NO0505
 NO0505.Superseded values are not recommended for survey control.
 NO0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0505.See file dsdata.txt to determine how the superseded data were derived.
 NO0505
 NO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN6457441976(NAD 83)
 NO0505_MARKER: DS = TRIANGULATION STATION DISK
 NO0505_SETTING: 0 = UNSPECIFIED SETTING
 NO0505
 NO0505  HISTORY     - Date     Condition        Report By
 NO0505  HISTORY     - 1946     MONUMENTED       CGS
 NO0505  HISTORY     - 1968     GOOD             USGS
 NO0505
 NO0505                          STATION DESCRIPTION
 NO0505
 NO0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0505'THE STATION IS ON THE CREST AND HIGHEST PART OF A PROMINENT
 NO0505'NORTH AND SOUTH SAND RIDGE.  IT IS ABOUT 12.3 MILES, AIR LINE,
 NO0505'SOUTHWEST OF MERRIMAN, 16.7 MILES EAST OF GORDON AND ABOUT
 NO0505'2.5 MILES SOUTH OF U.S. HIGHWAY NO. 20.  IT IS A STANDARD
 NO0505'U.S.C. AND G.S. DISK BRAZED TO THE TOP OF A 3 INCH CAST-IRON
 NO0505'PIPE THAT PROJECTS 12 INCHES.  IT IS STAMPED HARLAN 1946.
 NO0505'
 NO0505'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. DISK BRAZED
 NO0505'TO THE TOP OF A 3-INCH CAST-IRON PIPE THAT PROJECTS 15 INCHES.
 NO0505'IT IS ON THE EAST SLOPE OF A SAND RIDGE AND IS ABOUT 20
 NO0505'FEET BELOW STATION ELEVATION.  IT IS STAMPED HARLAN NO 1 1946.
 NO0505'
 NO0505'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. DISK BRAZED
 NO0505'TO THE TOP OF A 3-INCH CAST-IRON PIPE THAT PROJECTS 18 INCHES.
 NO0505'IT IS ON THE SOUTH END OF A SAND RIDGE AND IS 18 INCHES
 NO0505'BELOW STATION ELEVATION.  IT IS STAMPED HARLAN NO 2 1946.
 NO0505'
 NO0505'AZIMUTH MARK IS NEAR THE CENTER OF A NORTH-SOUTH VALLEY AND
 NO0505'IS 0.3 MILE SOUTH OF A WINDMILL AND 75 FEET EAST OF THE
 NO0505'CENTER OF A NORTH-SOUTH TRACK ROAD.  IT IS A STANDARD U.S.C.
 NO0505'AND G.S. DISK BRAZED TO THE TOP OF A 3-INCH CAST-IRON PIPE
 NO0505'THAT PROJECTS 12 INCHES.  IT IS STAMPED HARLAN 1946.
 NO0505'
 NO0505'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NO0505'20 AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO
 NO0505'EAST ON U.S. HIGHWAY NO. 20 FOR 14.35 MILES TO A SIDE ROAD
 NO0505'RIGHT AND A CATTLE GUARD.  TURN RIGHT, SOUTH, ON TO TRACK
 NO0505'ROAD, CROSSING CATTLE GUARD AND CONTINUE FOR 1.35 MILES TO
 NO0505'A DIM TRACK ROAD LEFT, EAST.  TURN LEFT, EAST, AND FOLLOW A
 NO0505'DIM TRACK ROAD AND CATTLE TRAIL FOR 0.55 MILE TO A WIRE GATE
 NO0505'IN A NORTH-SOUTH FENC E LINE.  PASS THROUGH WIRE GATE AND
 NO0505'CONTINUE EASTERLY ON DIM TRACK ROAD FOR 0.7 MILE TO A POINT
 NO0505'ABOUT 50 YARDS WEST OF A WINDMILL.  TURN RIGHT AND GO
 NO0505'SOUTHEAST FOR 0.1 MILE TO A NORTH-SOUTH TRACK ROAD.  TURN
 NO0505'RIGHT ON TRACK ROAD AND GO SOUTH FOR 0.25 MILE.  *TURN
 NO0505'LEFT, LEAVING TRACK ROAD, AND DRIVE EASTERLY ACROSS COUNTRY FOR
 NO0505'0.6 MILE TO THE TOP OF A SAND RIDGE.  TURN RIGHT AND DRIVE
 NO0505'SOUTH UP RIDGE FOR 0.25 MILE TO A POINT ABOUT 20 YARDS
 NO0505'NORTH OF THE HIGHEST PART OF RIDGE AND THE STATION AS
 NO0505'DESCRIBED.
 NO0505'
 NO0505'*AT THIS POINT IN THE ABOVE DESCRIPTION IS THE AZIMUTH MARK
 NO0505'AS DESCRIBED.
 NO0505
 NO0505                          STATION RECOVERY (1968)
 NO0505
 NO0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (RRB)
 NO0505'STA. MK., AZI. MK., AND REF. MK. NO. 2 WERE RECOVERED AND
 NO0505'FOUND IN GOOD CONDITION AS DESCRIBED.  REF. MK. NO. 1 WAS
 NO0505'FOUND TO BE DESTROYED.
 NO0505'DISTANCES AND DIRECTIONS TO AZI. MK. AND REF. MK. NO. 2 CHECKED.
 NO0505'
 NO0505'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--TO REACH
 NO0505'FROM THE P.O. AT GORDON, GO 0.05 MI. EAST ON 2ND ST. TO U.S.
 NO0505'HWY 27 (MAIN ST.), TURN RIGHT (SOUTH) AND GO 0.3 MI. TO
 NO0505'JUNCTION U.S. HWY 27 AND 20, TURN LEFT (EAST) AND GO 14.55
 NO0505'MI. ALONG U.S. HWY 20 TO A T-ROAD SOUTH, TURN RIGHT (SOUTH)
 NO0505'AND GO 1.9 MI. (APPROXIMATELY 300 FT. NORTH OF CATTLE GUARD
 NO0505'AND FENCE), TURN LEFT (SOUTHEAST) AND FOLLOW TRACK ROAD
 NO0505'ACROSS OPEN FIELD FOR 0.1 MI. TO WIRE GATE, PASS THROUGH
 NO0505'GATE AND GO ALONG TRACK ROAD 1.0 MI. TO A WINDMILL, TURN
 NO0505'LEFT (EAST) AND GO 0.8 MI. ACROSS OPEN RANGE OVER AND AROUND
 NO0505'SAND HILLS TO HIGHEST POINT ON HIGHEST RIDGE TO STATION
 NO0505'OVER-LOOKING VALLEY TO SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1354 ***********************************************************************
 LH1354  DESIGNATION -  HARLAN
 LH1354  PID         -  LH1354
 LH1354  STATE/COUNTY-  NE/HARLAN
 LH1354  USGS QUAD   -  REPUBLICAN CITY (1974)
 LH1354
 LH1354                         *CURRENT SURVEY CONTROL
 LH1354  ___________________________________________________________________
 LH1354* NAD 83(1995)-  40 05 22.17248(N)    099 12 47.22619(W)     ADJUSTED  
 LH1354* NAVD 88     -       607.     (meters)    1991.     (feet)  SCALED    
 LH1354  ___________________________________________________________________
 LH1354  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 LH1354  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 LH1354
 LH1354  HORZ ORDER  -  SECOND
 LH1354
 LH1354.The horizontal coordinates were established by classical geodetic methods
 LH1354.and adjusted by the National Geodetic Survey in August 1997..
 LH1354
 LH1354.The orthometric height was scaled from a topographic map.
 LH1354
 LH1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1354
 LH1354.The geoid height was determined by GEOID03.
 LH1354
 LH1354;                    North         East     Units Scale Factor Converg.
 LH1354;SPC NE       -    28,748.224   567,103.494   MT  0.99996076   +0 31 17.3
 LH1354;UTM  14      - 4,437,711.831   481,832.042   MT  0.99960406   -0 08 14.1
 LH1354
 LH1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1354!SPC NE       -   0.99990873  x   0.99996076  =   0.99986950
 LH1354!UTM  14      -   0.99990873  x   0.99960406  =   0.99951283
 LH1354
 LH1354|---------------------------------------------------------------------|
 LH1354| PID    Reference Object                     Distance      Geod. Az  |
 LH1354|                                                           dddmmss.s |
 LH1354| LH1351 HARLAN COUNTY DAM WATER TANK        126.453 METERS 00612     |
 LH1354| CN8728 HARLAN RM 1                          17.300 METERS 13528     |
 LH1354| LH1352 HARLAN CO DAM AEDG N RAD MAST       224.537 METERS 17005     |
 LH1354| CN8727 HARLAN AZ MK                                       1755923.4 |
 LH1354| LH1356 HARLAN COUNTY DAM MARK               58.412 METERS 22601     |
 LH1354| LH1361 ALMA MUNICIPAL TANK                 APPROX.12.9 KM 2784319.6 |
 LH1354| LH1355 REPUBLICAN CITY MUNICIPAL TANK      APPROX. 1.7 KM 3301208.5 |
 LH1354|---------------------------------------------------------------------|
 LH1354
 LH1354                          SUPERSEDED SURVEY CONTROL
 LH1354
 LH1354  NAD 83(1986)-  40 05 22.17708(N)    099 12 47.22667(W) AD(       ) 2
 LH1354  NAD 27      -  40 05 22.13300(N)    099 12 45.89400(W) AD(       ) 2
 LH1354
 LH1354.Superseded values are not recommended for survey control.
 LH1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1354.See file dsdata.txt to determine how the superseded data were derived.
 LH1354
 LH1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8183237712(NAD 83)
 LH1354_MARKER: DS = TRIANGULATION STATION DISK
 LH1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1354
 LH1354  HISTORY     - Date     Condition        Report By
 LH1354  HISTORY     - 1951     MONUMENTED       CGS
 LH1354
 LH1354                          STATION DESCRIPTION
 LH1354
 LH1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1354'THE STATION IS LOCATED 0.1 MILE NORTH OF THE ADMINISTRATION
 LH1354'BUILDING OF THE HARLAN COUNTY DAM, 100 FEET NORTH OF THE CENTER
 LH1354'OF AN EAST-WEST STREET AND 47 FEET EAST OF THE CENTER OF A
 LH1354'NORTH-SOUTH STREET.  IT IS STAMPED HARLAN 1951 AND IS FLUSH WITH
 LH1354'THE GROUND SURFACE.
 LH1354'
 LH1354'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 LH1354'IN THE EAST EDGE OF A SIDEWALK, 57 FEET NORTH OF THE CENTER OF AN
 LH1354'EAST-WEST STREET.  IT IS STAMPED HARLAN NO 1 1951.
 LH1354'
 LH1354'REFERENCE MARK NO. 2 IS A USBR BENCH MARK DISK SET IN CONCRETE
 LH1354'IN THE TOP OF 3 INCH IRON PIPE PROJECTING 3 INCHES, 90 FEET WEST
 LH1354'OF THE CENTER OF A NORTH-SOUTH STREET AND 27 FEET SOUTH OF THE
 LH1354'CENTER OF AN EAST-WEST STREET.  THERE IS NO STAMPING ON THE
 LH1354'MARK.
 LH1354'
 LH1354'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 200.43 FEET.
 LH1354'
 LH1354'THE AZIMUTH MARK IS IN THE NORTH EDGE OF THE EAST RETAINING WALL
 LH1354'OF CONCRETE BRIDGE ACROSS SPILLWAY OF DAM.  IT IS A STANDARD
 LH1354'BRONZE DISK SET IN A DRILL HOLE AND IS STAMPED HARLAN 1951.
 LH1354'
 LH1354'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ACROSS DAM
 LH1354'FOR 1.1 MILES TO A CONCRETE BRIDGE OVER SPILLWAY AND AZIMUTH ON
 LH1354'LEFT AS DESCRIBED.
 LH1354'
 LH1354'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1352 ***********************************************************************
 LH1352  DESIGNATION -  HARLAN CO DAM AEDG N RAD MAST
 LH1352  PID         -  LH1352
 LH1352  STATE/COUNTY-  NE/HARLAN
 LH1352  USGS QUAD   -  REPUBLICAN CITY (1974)
 LH1352
 LH1352                         *CURRENT SURVEY CONTROL
 LH1352  ___________________________________________________________________
 LH1352* NAD 83(1995)-  40 05 15.00143(N)    099 12 45.59325(W)     ADJUSTED  
 LH1352* NAVD 88     -                                                        
 LH1352  ___________________________________________________________________
 LH1352  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 LH1352  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 LH1352
 LH1352  HORZ ORDER  -  THIRD
 LH1352
 LH1352.The horizontal coordinates were established by classical geodetic methods
 LH1352.and adjusted by the National Geodetic Survey in August 1997..
 LH1352
 LH1352
 LH1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1352
 LH1352.The geoid height was determined by GEOID03.
 LH1352
 LH1352;                    North         East     Units Scale Factor Converg.
 LH1352;SPC NE       -    28,527.414   567,144.188   MT  0.99996160   +0 31 18.4
 LH1352;UTM  14      - 4,437,490.647   481,870.182   MT  0.99960405   -0 08 13.0
 LH1352
 LH1352                          SUPERSEDED SURVEY CONTROL
 LH1352
 LH1352  NAD 83(1986)-  40 05 15.00575(N)    099 12 45.59325(W) AD(       ) 4
 LH1352  NAD 27      -  40 05 14.95600(N)    099 12 44.26100(W) AD(       ) 3
 LH1352
 LH1352.Superseded values are not recommended for survey control.
 LH1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1352.See file dsdata.txt to determine how the superseded data were derived.
 LH1352
 LH1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8187037491(NAD 83)
 LH1352_MARKER: 42 = RADIO/TV MAST
 LH1352
 LH1352  HISTORY     - Date     Condition        Report By
 LH1352  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1352
 LH1352                          STATION DESCRIPTION
 LH1352
 LH1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1352'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF REPUBLICAN
 LH1352'CITY AND 0.5 MILE NORTH OF THE HARLAN COUNTY DAM.  IT IS
 LH1352'110.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HARLAN COUNTY
 LH1352'DAM ENGINEERING BUILDING.  IT IS A SELF SUPPORTING TUBULAR STEEL
 LH1352'STRUCTURE WITH A RED LIGHT AND A SMALL ANTENNA AT ITS TOP.
 LH1352'THE OVERALL HEIGHT IS ABOUT 90.0 FEET.
 LH1352'
 LH1352'THE RED LIGHT AT THE TOP OF THE MAST WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1356 ***********************************************************************
 LH1356  DESIGNATION -  HARLAN COUNTY DAM MARK
 LH1356  PID         -  LH1356
 LH1356  STATE/COUNTY-  NE/HARLAN
 LH1356  USGS QUAD   -  REPUBLICAN CITY (1974)
 LH1356
 LH1356                         *CURRENT SURVEY CONTROL
 LH1356  ___________________________________________________________________
 LH1356* NAD 83(1995)-  40 05 20.85732(N)    099 12 49.00041(W)     ADJUSTED  
 LH1356* NAVD 88     -       607.     (meters)    1991.     (feet)  SCALED    
 LH1356  ___________________________________________________________________
 LH1356  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 LH1356  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 LH1356
 LH1356  HORZ ORDER  -  SECOND
 LH1356
 LH1356.The horizontal coordinates were established by classical geodetic methods
 LH1356.and adjusted by the National Geodetic Survey in August 1997..
 LH1356
 LH1356.The orthometric height was scaled from a topographic map.
 LH1356
 LH1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1356
 LH1356.The geoid height was determined by GEOID03.
 LH1356
 LH1356;                    North         East     Units Scale Factor Converg.
 LH1356;SPC NE       -    28,707.281   567,061.836   MT  0.99996091   +0 31 16.1
 LH1356;UTM  14      - 4,437,671.384   481,789.931   MT  0.99960408   -0 08 15.2
 LH1356
 LH1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1356!SPC NE       -   0.99990873  x   0.99996091  =   0.99986965
 LH1356!UTM  14      -   0.99990873  x   0.99960408  =   0.99951285
 LH1356
 LH1356                          SUPERSEDED SURVEY CONTROL
 LH1356
 LH1356  NAD 83(1986)-  40 05 20.86193(N)    099 12 49.00088(W) AD(       ) 2
 LH1356  NAD 27      -  40 05 20.81800(N)    099 12 47.66800(W) AD(       ) 2
 LH1356
 LH1356.Superseded values are not recommended for survey control.
 LH1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1356.See file dsdata.txt to determine how the superseded data were derived.
 LH1356
 LH1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8179037671(NAD 83)
 LH1356_MARKER: DB = BENCH MARK DISK
 LH1356_SETTING: 0 = UNSPECIFIED SETTING
 LH1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1356
 LH1356  HISTORY     - Date     Condition        Report By
 LH1356  HISTORY     - 1951     MONUMENTED       BOR
 LH1356
 LH1356                          STATION DESCRIPTION
 LH1356
 LH1356'DESCRIBED BY US BUREAU OF RECLAMATION 1951
 LH1356'THE STATION IS LOCATED 0.1 MILE NORTH OF THE ADMINISTRATION
 LH1356'BUILDING OF THE HARLAN COUNTY DAM.
 LH1356'
 LH1356'USBR BENCH MARK DISK SET IN CONCRETE
 LH1356'IN THE TOP OF 3 INCH IRON PIPE PROJECTING 3 INCHES, 90 FEET WEST
 LH1356'OF THE CENTER OF A NORTH-SOUTH STREET AND 27 FEET SOUTH OF THE
 LH1356'CENTER OF AN EAST-WEST STREET.  THERE IS NO STAMPING ON THE
 LH1356'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1351 ***********************************************************************
 LH1351  DESIGNATION -  HARLAN COUNTY DAM WATER TANK
 LH1351  PID         -  LH1351
 LH1351  STATE/COUNTY-  NE/HARLAN
 LH1351  USGS QUAD   -  REPUBLICAN CITY (1974)
 LH1351
 LH1351                         *CURRENT SURVEY CONTROL
 LH1351  ___________________________________________________________________
 LH1351* NAD 83(1995)-  40 05 26.24828(N)    099 12 46.64903(W)     ADJUSTED  
 LH1351* NAVD 88     -                                                        
 LH1351  ___________________________________________________________________
 LH1351  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 LH1351  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 LH1351
 LH1351  HORZ ORDER  -  THIRD
 LH1351
 LH1351.The horizontal coordinates were established by classical geodetic methods
 LH1351.and adjusted by the National Geodetic Survey in August 1997..
 LH1351
 LH1351
 LH1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1351
 LH1351.The geoid height was determined by GEOID03.
 LH1351
 LH1351;                    North         East     Units Scale Factor Converg.
 LH1351;SPC NE       -    28,874.050   567,116.021   MT  0.99996027   +0 31 17.7
 LH1351;UTM  14      - 4,437,837.460   481,846.010   MT  0.99960406   -0 08 13.7
 LH1351
 LH1351                          SUPERSEDED SURVEY CONTROL
 LH1351
 LH1351  NAD 83(1986)-  40 05 26.25289(N)    099 12 46.64910(W) AD(       ) 4
 LH1351  NAD 27      -  40 05 26.21900(N)    099 12 45.31500(W) AD(       ) 3
 LH1351
 LH1351.Superseded values are not recommended for survey control.
 LH1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1351.See file dsdata.txt to determine how the superseded data were derived.
 LH1351
 LH1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8184637837(NAD 83)
 LH1351_MARKER: 53 = ELEVATED TANK
 LH1351
 LH1351  HISTORY     - Date     Condition        Report By
 LH1351  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1351
 LH1351                          STATION DESCRIPTION
 LH1351
 LH1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1351'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTHEAST OF REPUBLICAN
 LH1351'CITY, 1.0 MILE NORTH OF THE HARLAN COUNTY DAM AND AT THE
 LH1351'SOUTHWEST CORNER OF A GOVERNMENT HOUSING PROJECT.  IT IS
 LH1351'130.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET AND 120.0
 LH1351'FEET SOUTH OF THE CENTER OF AN EAST-WEST STREET.  IT IS A 4
 LH1351'LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER AND HAS
 LH1351'AN OVERALL HEIGHT OF ABOUT 120.0 FEET.  THE TANK HAS A CONICAL
 LH1351'SHAPED ROOF WITH A BALL AT THE APEX.
 LH1351'
 LH1351'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0364 ***********************************************************************
 LJ0364  DESIGNATION -  HARM RESET
 LJ0364  PID         -  LJ0364
 LJ0364  STATE/COUNTY-  NE/DAWSON
 LJ0364  USGS QUAD   -  WILLOW ISLAND (1970)
 LJ0364
 LJ0364                         *CURRENT SURVEY CONTROL
 LJ0364  ___________________________________________________________________
 LJ0364* NAD 83(1995)-  40 58 29.86528(N)    100 04 53.17754(W)     ADJUSTED  
 LJ0364* NAVD 88     -       797.     (meters)    2615.     (feet)  SCALED    
 LJ0364  ___________________________________________________________________
 LJ0364  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 LJ0364  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 LJ0364
 LJ0364  HORZ ORDER  -  FIRST
 LJ0364
 LJ0364.The horizontal coordinates were established by classical geodetic methods
 LJ0364.and adjusted by the National Geodetic Survey in August 1997..
 LJ0364
 LJ0364.The orthometric height was scaled from a topographic map.
 LJ0364
 LJ0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0364
 LJ0364.The geoid height was determined by GEOID03.
 LJ0364
 LJ0364;                    North         East     Units Scale Factor Converg.
 LJ0364;SPC NE       -   126,754.482   493,147.638   MT  0.99970123   -0 03 14.3
 LJ0364;UTM  14      - 4,536,540.763   409,014.215   MT  0.99970189   -0 42 33.0
 LJ0364
 LJ0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0364!SPC NE       -   0.99987856  x   0.99970123  =   0.99957983
 LJ0364!UTM  14      -   0.99987856  x   0.99970189  =   0.99958049
 LJ0364
 LJ0364:                Primary Azimuth Mark                     Grid Az
 LJ0364:SPC NE       -  WALNUT GROVE METH CH SPIRE               089 35 33.9
 LJ0364:UTM  14      -  WALNUT GROVE METH CH SPIRE               090 14 52.6
 LJ0364
 LJ0364|---------------------------------------------------------------------|
 LJ0364| PID    Reference Object                     Distance      Geod. Az  |
 LJ0364|                                                           dddmmss.s |
 LJ0364| LH1088 WALNUT GROVE METH CH SPIRE          APPROX. 7.3 KM 0893219.6 |
 LJ0364| CN8730 HARM RM 1                            56.266 METERS 10855     |
 LJ0364| CN8729 HARM AZ MK                                         1171935.3 |
 LJ0364| LH1044 SALT LAKE CITY OMAHA AWY BN 68      APPROX.33.1 KM 1215601.5 |
 LJ0364| LH1087 SALT LAKE CITY OMAHA AWY BN 67      APPROX.16.1 KM 1315815.6 |
 LJ0364| LJ0368 WILLOW ISLAND ST PATRICKS CH        APPROX. 9.7 KM 1725729.9 |
 LJ0364| CN8732 HARM RM 3                            21.728 METERS 17749     |
 LJ0364| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX. 8.7 KM 2272813.0 |
 LJ0364| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX. 7.8 KM 2375939.0 |
 LJ0364| LJ0377 GERMAN PRECINCT CHRIST LUTH CH      APPROX. 4.2 KM 2494547.0 |
 LJ0364| CN8731 HARM RM 2                            22.178 METERS 25806     |
 LJ0364| MM0376 SALT LAKE CTY OMAHA AWY BCN 65      APPROX.24.2 KM 2840929.4 |
 LJ0364| MM0372 ZION LUTHERAN CHURCH SPIRE          APPROX. 8.6 KM 3032830.1 |
 LJ0364|---------------------------------------------------------------------|
 LJ0364
 LJ0364                          SUPERSEDED SURVEY CONTROL
 LJ0364
 LJ0364  NAD 83(1986)-  40 58 29.87204(N)    100 04 53.18313(W) AD(       ) 1
 LJ0364  NAD 27      -  40 58 29.84407(N)    100 04 51.73860(W) AD(       ) 1
 LJ0364
 LJ0364.Superseded values are not recommended for survey control.
 LJ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0364.See file dsdata.txt to determine how the superseded data were derived.
 LJ0364
 LJ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0901436541(NAD 83)
 LJ0364_MARKER: DS = TRIANGULATION STATION DISK
 LJ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0364_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LJ0364
 LJ0364  HISTORY     - Date     Condition        Report By
 LJ0364  HISTORY     - 1971     MONUMENTED       NGS
 LJ0364
 LJ0364                          STATION DESCRIPTION
 LJ0364
 LJ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LJ0364'THE STATION MARK WAS FOUND WITH THE TOP BROKEN OFF OF THE CONCRETE
 LJ0364'POST.  ABOUT 4 INCHES OF THE POST WAS FOUND WITH THE DISK STILL
 LJ0364'IN PLACE, AND WAS RESET ON THE TOP OF THE OLD POST AND THEN A
 LJ0364'NEW DISK WAS SET VERTICALLY IN THE TOP OF THE OLD CONCRETE POST.
 LJ0364'REFERENCE MARK NO. 2 HAS BEEN DESTROYED BY ROAD CONSTRUCTION.
 LJ0364'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AND
 LJ0364'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 LJ0364'REFERENCE MARK NO. 1 CHECKED.
 LJ0364'
 LJ0364'REFERENCE MARK NO. 3 WAS ALSO SET.
 LJ0364'
 LJ0364'FOLLOWING IS A NEW DESCRIPTION.
 LJ0364'
 LJ0364'TO REACH THE STATION FROM THE POST OFFICE AT WILLOW ISLAND,
 LJ0364'GO NORTH ON A BLACKTOP ROAD AND THEN GRAVELED ROAD FOR 5.8 MILES
 LJ0364'TO A FARM ROAD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 LJ0364'NORTH ON THE GRAVELED ROAD FOR 0.25 MILE TO A CROSSROAD.  TURN
 LJ0364'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.45 MILE TO A FIELD
 LJ0364'ENTRANCE ON THE LEFT AND THE STATION ON THE RIGHT.
 LJ0364'
 LJ0364'STATION MARK, A STANDARD DISK STAMPED HARM 1934 1971, IS SET
 LJ0364'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LJ0364'SURFACE OF THE GROUND.  IT IS 172.5 FEET EAST OF A POWERLINE
 LJ0364'POLE, 71.5 FEET NORTH OF A POWERLINE POLE ON THE SOUTH SIDE OF
 LJ0364'ROAD, 37.5 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 4 FEET
 LJ0364'NORTH-NORTHEAST OF A METAL WITNESS POST, AND 3 FEET NORTHWEST OF
 LJ0364'A FENCE POST.
 LJ0364'
 LJ0364'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HARM NO. 1 1934, IS
 LJ0364'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 12
 LJ0364'INCHES.  IT IS 173.5 FEET WEST OF A POWERLINE POLE AND 30 FEET
 LJ0364'SOUTH OF THE CENTER OF THE GRAVELED ROAD.
 LJ0364'
 LJ0364'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HARM 1934 NO.
 LJ0364'3 1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LJ0364'4 INCHES.  IT IS 35 FEET SOUTH OF THE CENTER OF THE GRAVELED
 LJ0364'ROAD, 16 FEET WEST OF THE CENTER OF A FIELD ENTRANCE, AND 1.5
 LJ0364'FEET EAST OF A POWERLINE POLE.
 LJ0364'
 LJ0364'AZIMUTH MARK, A STANDARD DISK STAMPED HARM AZI 1934, IS SET
 LJ0364'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 LJ0364'IS 30 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 10 FEET
 LJ0364'SOUTH OF THE CENTER OF A FARM ROAD, AND 2.5 FEET NORTH OF A METAL
 LJ0364'WITNESS POST.
 LJ0364'
 LJ0364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.0 MILES
 LJ0364'NORTH OF WILLOW ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0584 ***********************************************************************
 MN0584  DESIGNATION -  HARRISBURG MOTOROLA COMMUN MST
 MN0584  PID         -  MN0584
 MN0584  STATE/COUNTY-  NE/BANNER
 MN0584  USGS QUAD   -  BENNETT RESERVOIR NW (1979)
 MN0584
 MN0584                         *CURRENT SURVEY CONTROL
 MN0584  ___________________________________________________________________
 MN0584* NAD 83(1995)-  41 25 38.41135(N)    103 43 43.47210(W)     ADJUSTED  
 MN0584* NAVD 88     -                                                        
 MN0584  ___________________________________________________________________
 MN0584  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 MN0584  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 MN0584
 MN0584  HORZ ORDER  -  THIRD
 MN0584
 MN0584.The horizontal coordinates were established by classical geodetic methods
 MN0584.and adjusted by the National Geodetic Survey in August 1997..
 MN0584
 MN0584
 MN0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0584
 MN0584.The geoid height was determined by GEOID03.
 MN0584
 MN0584;                    North         East     Units Scale Factor Converg.
 MN0584;SPC NE       -   183,692.329   188,519.247   MT  0.99965953   -2 28 15.7
 MN0584;UTM  13      - 4,586,977.018   606,222.311   MT  0.99973886   +0 50 28.4
 MN0584
 MN0584                          SUPERSEDED SURVEY CONTROL
 MN0584
 MN0584  NAD 83(1995)-  41 25 38.41096(N)    103 43 43.47180(W) AD(       ) 4
 MN0584  NAD 83(1986)-  41 25 38.40182(N)    103 43 43.47020(W) AD(       ) 4
 MN0584  NAD 27      -  41 25 38.48400(N)    103 43 41.67600(W) AD(       ) 3
 MN0584
 MN0584.Superseded values are not recommended for survey control.
 MN0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0584.See file dsdata.txt to determine how the superseded data were derived.
 MN0584
 MN0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0622286977(NAD 83)
 MN0584_MARKER: 42 = RADIO/TV MAST
 MN0584
 MN0584  HISTORY     - Date     Condition        Report By
 MN0584  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0584
 MN0584                          STATION DESCRIPTION
 MN0584
 MN0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0584'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS LOCATED 13
 MN0584'MILES NORTH AND 3 MILES WEST OF KIMBALL AND 9 MILES SOUTH OF
 MN0584'HARRISBURG.
 MN0584'
 MN0584'THE MAST IS A TALL, SLENDER GUYED STEEL STRUCTURE, PAINTED
 MN0584'ALTERNATELY RED AND WHITE, SOME POLE ANTENNAS ALONG THE SIDES
 MN0584'AND ONE ON TOP AND 430 FEET IN HEIGHT.
 MN0584'
 MN0584'THE SINGLE RED LIGHT ON THE TOP WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0693 ***********************************************************************
 NN0693  DESIGNATION -  HARRISON
 NN0693  PID         -  NN0693
 NN0693  STATE/COUNTY-  NE/BOYD
 NN0693  USGS QUAD   -  GROSS (1964)
 NN0693
 NN0693                         *CURRENT SURVEY CONTROL
 NN0693  ___________________________________________________________________
 NN0693* NAD 83(1995)-  42 57 13.26709(N)    098 34 47.93062(W)     ADJUSTED  
 NN0693* NAVD 88     -       576.     (meters)    1890.     (feet)  SCALED    
 NN0693  ___________________________________________________________________
 NN0693  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 NN0693  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 NN0693
 NN0693  HORZ ORDER  -  SECOND
 NN0693
 NN0693.The horizontal coordinates were established by classical geodetic methods
 NN0693.and adjusted by the National Geodetic Survey in August 1997..
 NN0693
 NN0693.The orthometric height was scaled from a topographic map.
 NN0693
 NN0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0693
 NN0693.The geoid height was determined by GEOID03.
 NN0693
 NN0693;                    North         East     Units Scale Factor Converg.
 NN0693;SPC NE       -   347,427.644   615,869.042   MT  0.99997908   +0 56 27.8
 NN0693;SPC SD S     -    70,426.227   743,063.011   MT  0.99997368   +1 12 34.4
 NN0693;SPC SD S     -   231,056.71  2,437,865.90   sFT  0.99997368   +1 12 34.4
 NN0693;UTM  14      - 4,755,757.219   534,260.803   MT  0.99961444   +0 17 10.3
 NN0693
 NN0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0693!SPC NE       -   0.99991371  x   0.99997908  =   0.99989279
 NN0693!SPC SD S     -   0.99991371  x   0.99997368  =   0.99988739
 NN0693!UTM  14      -   0.99991371  x   0.99961444  =   0.99952818
 NN0693
 NN0693                          SUPERSEDED SURVEY CONTROL
 NN0693
 NN0693  NAD 83(1986)-  42 57 13.27629(N)    098 34 47.93690(W) AD(       ) 2
 NN0693  NAD 27      -  42 57 13.28700(N)    098 34 46.63000(W) AD(       ) 2
 NN0693
 NN0693.Superseded values are not recommended for survey control.
 NN0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0693.See file dsdata.txt to determine how the superseded data were derived.
 NN0693
 NN0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3426155757(NAD 83)
 NN0693_MARKER: Z = SEE DESCRIPTION
 NN0693_SETTING: 0 = UNSPECIFIED SETTING
 NN0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0693
 NN0693  HISTORY     - Date     Condition        Report By
 NN0693  HISTORY     - 1889     MONUMENTED       MORC
 NN0693  HISTORY     - 1945     MARK NOT FOUND   CGS
 NN0693  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NN0693
 NN0693                          STATION DESCRIPTION
 NN0693
 NN0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EBP)
 NN0693'CONSIDERABLE DIGGING WAS DONE IN SEARCH FOR THIS STATION
 NN0693'BUT NO EVIDENCE OF THE SURFACE OR SUBSURFACE MARK COULD BE
 NN0693'FOUND.  LOCAL FARMERS STATE THIS HILL (WHICH HAS NEVER BEEN
 NN0693'CULTIVATED), HAS HAD NO MARK OTHER THAN OUR STATION IN MANY
 NN0693'YEARS.
 NN0693
 NN0693                          STATION RECOVERY (1948)
 NN0693
 NN0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0693'AFTER THE NEW STATION, HARRISON 2 1940, WAS RECOVERED AND
 NN0693'OCCUPIED, AN INVERSE COMPUTATION WAS MADE.  THE DISTANCE AND
 NN0693'THE DIRECTION FROM HARRISON 2 1940 TO HARRISON (MO.R.C.) 1889
 NN0693'WAS MEASURED.  A HOLE ABOUT 4 FEET SQUARE AND 4 FEET DEEP WAS
 NN0693'DUG.  NO EVIDENCE OF THE OLD STATION COULD BE FOUND.  THEREFORE,
 NN0693'IT IS RECOMMENDED THAT THE RECORDS SHOW THAT HARRISON (MO.R.C.)
 NN0693'1889 IS COMPLETELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1238 ***********************************************************************
 LH1238  DESIGNATION -  HARRISON
 LH1238  PID         -  LH1238
 LH1238  STATE/COUNTY-  NE/HALL
 LH1238  USGS QUAD   -  SHELTON NE (1993)
 LH1238
 LH1238                         *CURRENT SURVEY CONTROL
 LH1238  ___________________________________________________________________
 LH1238* NAD 83(1995)-  40 55 53.21530(N)    098 33 36.44116(W)     ADJUSTED  
 LH1238* NAVD 88     -       586.     (meters)    1923.     (feet)  SCALED    
 LH1238  ___________________________________________________________________
 LH1238  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 LH1238  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 LH1238
 LH1238  HORZ ORDER  -  THIRD
 LH1238
 LH1238.The horizontal coordinates were established by classical geodetic methods
 LH1238.and adjusted by the National Geodetic Survey in August 1997..
 LH1238
 LH1238.The orthometric height was scaled from a topographic map.
 LH1238
 LH1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1238
 LH1238.The geoid height was determined by GEOID03.
 LH1238
 LH1238;                    North         East     Units Scale Factor Converg.
 LH1238;SPC NE       -   122,929.828   621,228.830   MT  0.99970850   +0 57 15.1
 LH1238;UTM  14      - 4,531,240.397   537,032.722   MT  0.99961688   +0 17 17.5
 LH1238
 LH1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1238!SPC NE       -   0.99991193  x   0.99970850  =   0.99962045
 LH1238!UTM  14      -   0.99991193  x   0.99961688  =   0.99952884
 LH1238
 LH1238:                Primary Azimuth Mark                     Grid Az
 LH1238:SPC NE       -  POMPEY 2                                 023 12 03.3
 LH1238:UTM  14      -  POMPEY 2                                 023 52 00.9
 LH1238
 LH1238|---------------------------------------------------------------------|
 LH1238| PID    Reference Object                     Distance      Geod. Az  |
 LH1238|                                                           dddmmss.s |
 LH1238| ML1082 POMPEY 2                            APPROX.21.4 KM 0240918.4 |
 LH1238| LH1157 CORNHUSKER ORD PLANT WATER TK       APPROX. 7.0 KM 0993059.5 |
 LH1238| CN8738 HARRISON RM 2                        22.845 METERS 26006     |
 LH1238| CN8736 HARRISON AZ MK                                     2652028.6 |
 LH1238| ML1100 CAIRO MUNICIPAL TANK                APPROX. 8.7 KM 3332158.4 |
 LH1238| CN8737 HARRISON RM 1                        21.635 METERS 35438     |
 LH1238|---------------------------------------------------------------------|
 LH1238
 LH1238                          SUPERSEDED SURVEY CONTROL
 LH1238
 LH1238  NAD 83(1986)-  40 55 53.22312(N)    098 33 36.44306(W) AD(       ) 3
 LH1238  NAD 27      -  40 55 53.17000(N)    098 33 35.18500(W) AD(       ) 3
 LH1238
 LH1238.Superseded values are not recommended for survey control.
 LH1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1238.See file dsdata.txt to determine how the superseded data were derived.
 LH1238
 LH1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3703331240(NAD 83)
 LH1238_MARKER: DS = TRIANGULATION STATION DISK
 LH1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1238+STABILITY: SURFACE MOTION
 LH1238
 LH1238  HISTORY     - Date     Condition        Report By
 LH1238  HISTORY     - 1950     MONUMENTED       CGS
 LH1238
 LH1238                          STATION DESCRIPTION
 LH1238
 LH1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1238'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF THE TOWN
 LH1238'OF WOOD RIVER, 5-1/2 MILES SOUTHEAST OF CAIRO AND 1-1/2 MILES
 LH1238'WEST OF THE WEST BOUNDARY OF THE ARMY ORDNANCE PLANT.  IT IS 63
 LH1238'FEET SOUTH-SOUTHWEST OF AN IRRIGATION WELL, 49 FEET NORTH OF THE
 LH1238'CENTERLINE OF AN EAST AND WEST ROAD, 15 FEET NORTHEAST OF A FENCE
 LH1238'CORNER AND 7 FEET EAST OF THE HALF MILE FENCE.  THE MARK
 LH1238'PROJECTS 4 INCHES AND THE DISK IS STAMPED HARRISON 1950.
 LH1238'
 LH1238'REFERENCE MARK NO. 1 IS 23 FEET WEST-NORTHWEST OF AN IRRIGATION
 LH1238'WELL AND 1 FOOT EAST OF THE HALF SECTION LINE FENCE.  THE MARK
 LH1238'PROJECTS 4 INCHES AND THE DISK IS STAMPED HARRISON NO 1 1950.
 LH1238'
 LH1238'REFERENCE MARK NO. 2 IS 66 FEET WEST OF A FENCE CORNER, 39 FEET
 LH1238'NORTH OF THE CENTERLINE OF THE EAST AND WEST ROAD AND 1 FOOT NORTH
 LH1238'OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 LH1238'DISK IS STAMPED HARRISON NO 2 1950.
 LH1238'
 LH1238'AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTERLINE OF AN EAST AND
 LH1238'WEST ROAD, 1.5 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF
 LH1238'THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LH1238'IS STAMPED HARRISON 1950.
 LH1238'
 LH1238'TO REACH FROM THE RAILROAD STATION IN WOOD RIVER, GO NORTHEAST ON
 LH1238'US HIGHWAY 30 1.8 MILES TO CROSSROADS, TURN LEFT (NORTH) ON A
 LH1238'GRAVELED ROAD 7.1 MILES TO CROSSROADS, TURN RIGHT (EAST) 0.3 MILE
 LH1238'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST 0.25 MILE TO THE
 LH1238'STATION ON THE LEFT OR NORTH SIDE OF THE ROAD.
 LH1238'
 LH1238'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0315 ***********************************************************************
 NN0315  DESIGNATION -  HARRISON 2
 NN0315  PID         -  NN0315
 NN0315  STATE/COUNTY-  NE/BOYD
 NN0315  USGS QUAD   -  GROSS (1964)
 NN0315
 NN0315                         *CURRENT SURVEY CONTROL
 NN0315  ___________________________________________________________________
 NN0315* NAD 83(1995)-  42 57 13.30737(N)    098 34 47.95994(W)     ADJUSTED  
 NN0315* NAVD 88     -       576.309  (meters)    1890.77   (feet)  ADJUSTED  
 NN0315  ___________________________________________________________________
 NN0315  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 NN0315  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 NN0315  DYNAMIC HT  -         576.106 (meters)    1890.11  (feet)  COMP
 NN0315  MODELED GRAV-     980,249.0   (mgal)                       NAVD 88
 NN0315
 NN0315  HORZ ORDER  -  FIRST
 NN0315  VERT ORDER  -  SECOND    CLASS 0
 NN0315
 NN0315.The horizontal coordinates were established by classical geodetic methods
 NN0315.and adjusted by the National Geodetic Survey in August 1997..
 NN0315
 NN0315.The orthometric height was determined by differential leveling
 NN0315.and adjusted by the National Geodetic Survey in June 1991..
 NN0315
 NN0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0315
 NN0315.The geoid height was determined by GEOID03.
 NN0315
 NN0315.The dynamic height is computed by dividing the NAVD 88
 NN0315.geopotential number by the normal gravity value computed on the
 NN0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0315.degrees latitude (g = 980.6199 gals.).
 NN0315
 NN0315.The modeled gravity was interpolated from observed gravity values.
 NN0315
 NN0315;                    North         East     Units Scale Factor Converg.
 NN0315;SPC NE       -   347,428.876   615,868.357   MT  0.99997908   +0 56 27.7
 NN0315;SPC SD S     -    70,427.455   743,062.320   MT  0.99997368   +1 12 34.4
 NN0315;SPC SD S     -   231,060.74  2,437,863.63   sFT  0.99997368   +1 12 34.4
 NN0315;UTM  14      - 4,755,758.458   534,260.133   MT  0.99961444   +0 17 10.3
 NN0315
 NN0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0315!SPC NE       -   0.99991370  x   0.99997908  =   0.99989279
 NN0315!SPC SD S     -   0.99991370  x   0.99997368  =   0.99988739
 NN0315!UTM  14      -   0.99991370  x   0.99961444  =   0.99952818
 NN0315
 NN0315:                Primary Azimuth Mark                     Grid Az
 NN0315:SPC NE       -  PICKSTOWN CORPS ENG MAST AAE             029 50 41.8
 NN0315:SPC SD S     -  PICKSTOWN CORPS ENG MAST AAE             029 34 35.1
 NN0315:UTM  14      -  PICKSTOWN CORPS ENG MAST AAE             030 29 59.2
 NN0315
 NN0315|---------------------------------------------------------------------|
 NN0315| PID    Reference Object                     Distance      Geod. Az  |
 NN0315|                                                           dddmmss.s |
 NN0315| OR0817 PICKSTOWN CORPS ENG MAST AAE        APPROX.14.4 KM 0304709.5 |
 NN0315| NN0813 MARTY ST PAULS CATH CHURCH          APPROX.13.2 KM 0704459.8 |
 NN0315| NN0318 HARRISON 2 AZ MK                                   2054136.2 |
 NN0315| NN0316 HARRISON 2 RM 1                      13.259 METERS 21111     |
 NN0315| NN0697 SPENCER MUNICIPAL TANK              APPROX.13.6 KM 2272539.0 |
 NN0315| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.27.0 KM 2885552.0 |
 NN0315| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.33.1 KM 2943028.5 |
 NN0315| NN0314 HARRISON 2 RM 2                      16.276 METERS 33444     |
 NN0315| CO3648 HARRISON 2 AZ MK 2                                 3441210.3 |
 NN0315|---------------------------------------------------------------------|
 NN0315
 NN0315                          SUPERSEDED SURVEY CONTROL
 NN0315
 NN0315  NAD 83(1986)-  42 57 13.31694(N)    098 34 47.96670(W) AD(       ) 1
 NN0315  NAD 27      -  42 57 13.33100(N)    098 34 46.66500(W) AD(       ) 1
 NN0315  NGVD 29 (??/??/92)  576.022  (m)         1889.83   (f) ADJ UNCH    2 0
 NN0315
 NN0315.Superseded values are not recommended for survey control.
 NN0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0315.See file dsdata.txt to determine how the superseded data were derived.
 NN0315
 NN0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3426055758(NAD 83)
 NN0315_MARKER: DS = TRIANGULATION STATION DISK
 NN0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0315_STAMPING: NO 2 HARRISON 1940
 NN0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0315+STABILITY: SURFACE MOTION
 NN0315
 NN0315  HISTORY     - Date     Condition        Report By
 NN0315  HISTORY     - 1940     MONUMENTED       CGS
 NN0315  HISTORY     - 1945     GOOD             CGS
 NN0315  HISTORY     - 1948     GOOD             CGS
 NN0315  HISTORY     - 1949     GOOD             NGS
 NN0315  HISTORY     - 1969     GOOD             CGS
 NN0315
 NN0315                          STATION DESCRIPTION
 NN0315
 NN0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0315'STATION IS LOCATED ON A HIGH GRASSY HILL ABOUT 0.5 MILE NORTHWEST
 NN0315'OF GROSS AND 8 MILES NORTH OF BRISTOW, IN THE NORTHWEST QUARTER
 NN0315'OF SEC. 2, T. 34 N., R. 11 W, ON LAND OWNED BY MARTIN HOFFMAN.
 NN0315'
 NN0315'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRISTOW, GO
 NN0315'NORTH ON A GRAVEL ROAD 0.05 MILE TO A T-ROAD INTERSECTION,
 NN0315'TURN LEFT (WEST) AND GO 0.15 MILE TO A SHARP TURN RIGHT (NORTH),
 NN0315'TURN RIGHT AND GO 7.2 MILES TO A CROSS ROAD (FROM THIS POINT
 NN0315'TURN LEFT (WEST) AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE
 NN0315'RIGHT (NORTH) SIDE OF THE ROAD), CONTINUE NORTH 0.95 MILE TO A
 NN0315'CROSS ROAD, TURN RIGHT, (EAST) AND GO 0.25 MILE TO A FARM LANE
 NN0315'TO THE RIGHT (SOUTH), TURN SOUTH ON FARM LANE AND GO 0.1 MILE
 NN0315'TO A FENCE CORNER, TURN RIGHT AND GO 0.05 MILE TO A SHARP TURN
 NN0315'LEFT, TURN LEFT AND FOLLOW LANE 0.25 MILE TO TOP OF HILL AND
 NN0315'STATION NEAR FENCE.
 NN0315'
 NN0315'STATION MARK IS STAMPED HARRISON 2 1940 AND PROJECTS 12 INCHES.
 NN0315'IT IS 23 FEET EAST OF A FENCE AND 77 FEET WEST OF THE CENTER
 NN0315'OF A FARM LANE.
 NN0315'
 NN0315'REFERENCE MARK NO. 1 IS STAMPED HARRISON 2 NO. 1 1940 AND PROJECTS
 NN0315'4 INCHES.  IT IS 1 FOOT EAST OF A FENCE.
 NN0315'
 NN0315'REFERENCE MARK NO. 2 IS STAMPED HARRISON 2 NO. 2 1940 AND
 NN0315'PROJECTS 4 INCHES.  IT IS 1 FOOT EAST OF A FENCE AND 40 FEET
 NN0315'WEST OF THE CENTER OF A FARM LANE.
 NN0315'
 NN0315'THE AZIMUTH MARK IS STAMPED HARRISON 2 1940 AND PROJECTS 6 INCHES.
 NN0315'IT IS 12 FEET WEST OF THE CENTER OF A WIRE GATE, 3 FEET WEST OF A
 NN0315'GATE POST, 1 FOOT NORTH OF A FENCE, AND 34 FEET NORTH OF THE
 NN0315'CENTER OF A GRAVEL ROAD.
 NN0315'
 NN0315'NOTE--THIS IS THE LOCATION OF OLD MISSOURI RIVER COMMISSION
 NN0315'STATION HARRISON.  THE MARK COULD NOT BE FOUND.
 NN0315'
 NN0315'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NN0315'DESCRIBED.
 NN0315'
 NN0315'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 NN0315
 NN0315                          STATION RECOVERY (1945)
 NN0315
 NN0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 NN0315'THE STATION WAS RECOVERED AS DESCRIBED IN 1940 BY K.B.J. AND ALL
 NN0315'MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 NN0315'
 NN0315'THE STATION IS LOCATED 0.5 MILE NW OF THE SMALL VILLAGE OF
 NN0315'GROSS ON THE SUMMIT OF A HILL, 3.5 MILES S OF THE NEBRASKA-SOUTH
 NN0315'DAKOTA STATE LINE, AND ON LAND OWNED BY MARTIN HOFFMAN.  IT IS
 NN0315'23 FEET E OF A N-S FENCE LINE AND 7-1/2 FEET NE OF A STANDARD
 NN0315'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NN0315'NO 2 HARRISON 1940.
 NN0315'
 NN0315'REFERENCE MARK 1 IS 13.292 METERS (43.61 FEET) SW OF THE STATION.
 NN0315'IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK
 NN0315'AND IT IS IN THE FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 NN0315'DISK IS STAMPED NO 2 HARRISON 1940 R.M. 1.
 NN0315'
 NN0315'REFERENCE MARK 2 IS 16.323 METERS (53.55 FEET) NW OF THE STATION.
 NN0315'IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK
 NN0315'AND IT IS 6 INCHES E OF A N-S FENCE LINE.  THE MARK PROJECTS 2
 NN0315'INCHES AND THE DISK IS STAMPED NO 2 HARRISON 1940 R.M. 2.
 NN0315'
 NN0315'THE AZIMUTH MARK IS 1.0 MILE SW OF THE STATION, 0.05 MILE W
 NN0315'OF A GRAVELED CROSSROAD, 34 FEET N OF THE APPROXIMATE CENTER
 NN0315'LINE OF A ROAD, 3 FEET W OF A GATE POST, AND 1 FOOT N OF AN
 NN0315'E-W FENCE LINE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS
 NN0315'STAMPED NO 2 HARRISON 1940.  THE DISK IS A BRONZE-REFERENCE DISK.
 NN0315'
 NN0315'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 NN0315'STATE HIGHWAY 54 IN THE SE SECTION OF THE SMALL VILLAGE OF FAIRFAX,
 NN0315'GO E ON HIGHWAY 54 FOR 9.6 MILES TO A JOG IN THE HIGHWAY AND THE
 NN0315'NEBRASKA-SOUTH DAKOTA STATE LINE.  FROM THE STATE LINE GO S ON
 NN0315'NEBRASKA STATE HIGHWAY 18 FOR 4.6 MILES, THENCE LEFT FOR 0.4
 NN0315'MILE, CONTINUE STRAIGHT AHEAD ON A GRADED DIRT ROAD AND LEAVE
 NN0315'HIGHWAY 18 AND GO E FOR 5.3 MILES TO THE AZIMUTH MARK ON THE
 NN0315'LEFT AS DESCRIBED.  CONTINUE ON E FOR 0.05 MILE TO A
 NN0315'CROSSROAD, TURN LEFT AND GO N 1.0 MILE TO ANOTHER CROSSROAD,
 NN0315'TURN RIGHT AND GO 0.3 MILE TO A FARM DRIVEWAY RIGHT, TURN RIGHT
 NN0315'AND GO 0.15 MILE TO A FARMHOUSE.  KEEP TO THE S OF
 NN0315'FARMHOUSE AND GO W AND S FOR 0.2 MILE TO THE SUMMIT OF THE
 NN0315'HILL AND STATION AS DESCRIBED.
 NN0315'
 NN0315'OBSERVATIONS MADE FROM A FOUR-FOOT WOODEN STAND.
 NN0315
 NN0315                          STATION RECOVERY (1948)
 NN0315
 NN0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0315'AN UNSUCCESSFUL ATTEMPT, BY MEANS OF AN INVERSE, WAS MADE TO
 NN0315'RECOVER STATION HARRISON (MO.R.C.).
 NN0315'
 NN0315'THE STATION WAS RECOVERED AS DESCRIBED IN 1940 BY K.B.J--AND
 NN0315'ALL MARKS WERE IN GOOD CONDITION.  DUE TO SLIGHT CHANGES A NEW
 NN0315'DESCRIPTION FOLLOWS.
 NN0315'
 NN0315'STATION IS LOCATED ABOUT 0.5 MILE NORTHWEST OF THE SMALL VILLAGE
 NN0315'OF GROSS, ON A PROMINENT HILL, 3.5 MILES SOUTH OF THE NEBRASKA AND
 NN0315'SOUTH DAKOTA STATE LINE AND ON LAND OWNED BY MARTIN HOFFMAN.  IT
 NN0315'IS 23 FEET EAST OF A NORTH-SOUTH FENCE AND 7.5 FEET NORTHEAST OF A
 NN0315'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NN0315'HARRISON NO 2 1940.
 NN0315'
 NN0315'REFERENCE MARK NO. 1 IS 43.61 FEET SOUTHWEST OF THE STATION.  IT
 NN0315'IS IN THE FENCE LINE AND ABOUT 3 FEET LOWER IN ELEVATION THAN
 NN0315'STATION MARK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NN0315'NO 2 HARRISON 1940 NO 1.
 NN0315'
 NN0315'REFERENCE MARK NO. 2 IS 53.55 FEET NORTHWEST OF THE STATION.  IT
 NN0315'IS IN THE FENCE LINE AND ABOUT 3 FEET LOWER IN ELEVATION THAN
 NN0315'STATION MARK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NN0315'NO 2 HARRISON 1940 NO 2.
 NN0315'
 NN0315'AZIMUTH MARK IS ABOUT 1.0 MILE SOUTHWEST OF THE STATION, 0.05
 NN0315'MILE WEST OF A CROSSROAD, 37 FEET NORTH OF THE CENTERLINE OF A
 NN0315'ROAD AND 3 FEET WEST OF A GATE POST.  THE MARK PROJECTS 8 INCHES
 NN0315'AND THE DISK IS STAMPED NO 2 HARRISON 1940 AZI.
 NN0315'
 NN0315'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 NN0315'HIGHWAY 54 AT THE SOUTHWEST EDGE OF FAIRFAX, GO EAST ON HIGHWAY
 NN0315'54 9.8 MILES TO JOG IN HIGHWAY AT THE NEBRASKA-SOUTH DAKOTA STATE
 NN0315'LINE, HERE GO SOUTH ON STATE HIGHWAY 18 5.2 MILES TO WHERE
 NN0315'HIGHWAY TURNS SOUTH, KEEP STRAIGHT AHEAD (EAST) ON DIRT ROAD
 NN0315'5.5 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON 0.05 MILE
 NN0315'TO CROSSROAD, TURN LEFT (NORTH) 1.0 MILE TO CROSSROADS, TURN
 NN0315'RIGHT (EAST) 0.3 MILE TO A DRIVEWAY RIGHT, TURN RIGHT ON
 NN0315'DRIVEWAY 0.15 MILE TO FARM HOME, PASS TO THE SOUTH OF HOUSE AND
 NN0315'FOLLOW ALONG THE EDGE OF FIELD WEST AND SOUTH FOR 0.3 MILE
 NN0315'TO THE STATION AT TOP OF HILL.
 NN0315'
 NN0315'SEE LIST FOR OTHER V.G. OBJECTS.
 NN0315'
 NN0315'OBSERVATIONS TAKEN FROM A 4 FOOT WOODEN STAND.
 NN0315'
 NN0315'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 NN0315
 NN0315                          STATION RECOVERY (1949)
 NN0315
 NN0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NN0315'8.6 MI NE FROM BRISTOW.
 NN0315'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0315'THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.4 MILE SOUTH
 NN0315'ALONG A PRIVATE AND FIELD ROAD, ON TOP OF A HILL, ABOUT 0.2 MILE
 NN0315'EAST OF A NORTH-SOUTH ROAD, ABOUT 0.4 MILE SOUTH OF AN EAST-WEST
 NN0315'ROAD, 0.3 MILE SOUTH ALONG A FIELD ROAD FROM AN ABANDONED
 NN0315'FARMHOUSE, 34.0 FEET EAST OF THE CENTER LINE OF A FIELD ROAD
 NN0315'ALONG THE EAST SIDE OF A FIELD, 22.4 FEET EAST OF A REFERENCE
 NN0315'POST, 43.7 FEET NORTHEAST OF HARRISON 2 R.M. 1, 53.5 FEET
 NN0315'SOUTHEAST OF HARRISON 2 R.M. 2, AND SET IN THE TOP OF A CONCRETE
 NN0315'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NN0315
 NN0315                          STATION RECOVERY (1969)
 NN0315
 NN0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NN0315'STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AS
 NN0315'DESCRIBED AND FOUND IN GOOD CONDITION.  AZIMUTH MARK FOUND
 NN0315'IN GOOD CONDITION, BUT WAS IN DANGER OF BEING DESTROYED BY
 NN0315'EROSION DUE TO GRADER OPERATIONS.  A NEW AZIMUTH MARK WAS SET
 NN0315'AND 1940 AZIMUTH MARK WAS DESTROYED.  THE 1969 AZIMUTH MARK IS
 NN0315'ABOUT 0.5 MILE NORTHWEST OF THE STATION, 32 FEET SOUTH OF THE
 NN0315'CENTERLINE OF ROAD, 1 FOOT SOUTH OF A WITNESS POST, 1-1/2
 NN0315'FEET EAST OF A POWERLINE POLE AND 1 FOOT NORTH OF A FENCE.
 NN0315'THE MARK PROJECTS 4 INCHES.
 NN0315'
 NN0315'THE LOCATION DESCRIPTION IS ADEQUATE FOR RECOVERY AND A NEW TO
 NN0315'REACH DESCRIPTION FOLLOWS--
 NN0315'
 NN0315'TO REACH FROM THE POST OFFICE IN BRISTOW, GO NORTH 8.35 MILES
 NN0315'TO CROSSROADS, TURN RIGHT AND GO EAST 0.15 MILE TO AZIMUTH
 NN0315'MARK ON RIGHT (SOUTH) SIDE OF ROAD.  CONTINUE EAST 0.15 MILE
 NN0315'TO FARM DRIVEWAY RIGHT.  TURN RIGHT AND GO SOUTH ON DRIVEWAY FOR
 NN0315'0.15 MILE TO FENCE.  TURN RIGHT AND GO WEST ALONG THE NORTH
 NN0315'SIDE OF FENCE AND SOUTH SIDE OF SHELTER BELT FOR 0.05 MILE TO
 NN0315'FENCE CORNER.  TURN LEFT AND GO SOUTH ALONG THE WEST SIDE OF
 NN0315'FENCE FOR 0.05 MILE TO T FENCE CORNER.  TURN RIGHT AND GO WEST
 NN0315'ALONG THE NORTH SIDE OF FENCE FOR 0.1 MILE TO FENCE CORNER.
 NN0315'TURN LEFT AND GO SOUTH ALONG WEST SIDE OF FENCE TO FENCE
 NN0315'CORNER AND GATE.  PASS THRU GATE AND CONTINUE SOUTH UP HILL
 NN0315'AND ALONG RIDGE FOR 0.1 MILE TO TOP OF HILL AND STATION.
 NN0315'
 NN0315'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 NN0315'N OF BRISTOW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0318 ***********************************************************************
 NN0318  DESIGNATION -  HARRISON 2 AZ MK
 NN0318  PID         -  NN0318
 NN0318  STATE/COUNTY-  NE/BOYD
 NN0318  USGS QUAD   -  GROSS (1964)
 NN0318
 NN0318                         *CURRENT SURVEY CONTROL
 NN0318  ___________________________________________________________________
 NN0318* NAD 83(1986)-  42 56 40.     (N)    098 35 10.     (W)     SCALED    
 NN0318* NAVD 88     -       542.846  (meters)    1780.99   (feet)  ADJUSTED  
 NN0318  ___________________________________________________________________
 NN0318  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 NN0318  DYNAMIC HT  -         542.653 (meters)    1780.35  (feet)  COMP
 NN0318  MODELED GRAV-     980,248.2   (mgal)                       NAVD 88
 NN0318
 NN0318  VERT ORDER  -  SECOND    CLASS 0
 NN0318
 NN0318.The horizontal coordinates were scaled from a topographic map and have
 NN0318.an estimated accuracy of +/- 6 seconds.
 NN0318
 NN0318.The orthometric height was determined by differential leveling
 NN0318.and adjusted by the National Geodetic Survey in June 1991..
 NN0318
 NN0318.The geoid height was determined by GEOID03.
 NN0318
 NN0318.The dynamic height is computed by dividing the NAVD 88
 NN0318.geopotential number by the normal gravity value computed on the
 NN0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0318.degrees latitude (g = 980.6199 gals.).
 NN0318
 NN0318.The modeled gravity was interpolated from observed gravity values.
 NN0318
 NN0318;                    North         East    Units  Estimated Accuracy
 NN0318;SPC NE       -   346,390.      615,390.      MT  (+/- 180 meters Scaled)
 NN0318
 NN0318                          SUPERSEDED SURVEY CONTROL
 NN0318
 NN0318  NGVD 29 (??/??/92)  542.561  (m)         1780.05   (f) ADJ UNCH    2 0
 NN0318
 NN0318.Superseded values are not recommended for survey control.
 NN0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0318.See file dsdata.txt to determine how the superseded data were derived.
 NN0318
 NN0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN337547(NAD 83)
 NN0318_MARKER: DZ = AZIMUTH MARK DISK
 NN0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0318_STAMPING: NO 2 HARRISON 1940 AZI
 NN0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0318+STABILITY: SURFACE MOTION
 NN0318
 NN0318  HISTORY     - Date     Condition        Report By
 NN0318  HISTORY     - 1940     MONUMENTED       CGS
 NN0318  HISTORY     - 1949     GOOD             NGS
 NN0318
 NN0318                          STATION DESCRIPTION
 NN0318
 NN0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NN0318'6.9 MI N FROM BRISTOW.
 NN0318'6.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0318'IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, AT THE SUMMIT
 NN0318'OF A HILL, 393 WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 NN0318'37.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 14.0
 NN0318'FEET WEST OF THE CENTER LINE OF A GATE, 0.6 FOOT NORTH OF A
 NN0318'FENCE, 1.2 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 NN0318'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0316 ***********************************************************************
 NN0316  DESIGNATION -  HARRISON 2 RM 1
 NN0316  PID         -  NN0316
 NN0316  STATE/COUNTY-  NE/BOYD
 NN0316  USGS QUAD   -  GROSS (1964)
 NN0316
 NN0316                         *CURRENT SURVEY CONTROL
 NN0316  ___________________________________________________________________
 NN0316* NAD 83(1986)-  42 57 13.     (N)    098 34 47.     (W)     SCALED    
 NN0316* NAVD 88     -       575.452  (meters)    1887.96   (feet)  ADJUSTED  
 NN0316  ___________________________________________________________________
 NN0316  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 NN0316  DYNAMIC HT  -         575.249 (meters)    1887.30  (feet)  COMP
 NN0316  MODELED GRAV-     980,249.0   (mgal)                       NAVD 88
 NN0316
 NN0316  VERT ORDER  -  SECOND    CLASS 0
 NN0316
 NN0316.The horizontal coordinates were scaled from a topographic map and have
 NN0316.an estimated accuracy of +/- 6 seconds.
 NN0316
 NN0316.The orthometric height was determined by differential leveling
 NN0316.and adjusted by the National Geodetic Survey in June 1991..
 NN0316
 NN0316.The geoid height was determined by GEOID03.
 NN0316
 NN0316.The dynamic height is computed by dividing the NAVD 88
 NN0316.geopotential number by the normal gravity value computed on the
 NN0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0316.degrees latitude (g = 980.6199 gals.).
 NN0316
 NN0316.The modeled gravity was interpolated from observed gravity values.
 NN0316
 NN0316;                    North         East    Units  Estimated Accuracy
 NN0316;SPC NE       -   347,420.      615,890.      MT  (+/- 180 meters Scaled)
 NN0316
 NN0316                          SUPERSEDED SURVEY CONTROL
 NN0316
 NN0316  NGVD 29 (??/??/92)  575.164  (m)         1887.02   (f) ADJ UNCH    2 0
 NN0316
 NN0316.Superseded values are not recommended for survey control.
 NN0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0316.See file dsdata.txt to determine how the superseded data were derived.
 NN0316
 NN0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN342557(NAD 83)
 NN0316_MARKER: DR = REFERENCE MARK DISK
 NN0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0316_STAMPING: NO 2 HARRISON 1940 RM 1
 NN0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0316+STABILITY: SURFACE MOTION
 NN0316
 NN0316  HISTORY     - Date     Condition        Report By
 NN0316  HISTORY     - 1940     MONUMENTED       CGS
 NN0316  HISTORY     - 1949     GOOD             NGS
 NN0316
 NN0316                          STATION DESCRIPTION
 NN0316
 NN0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NN0316'8.6 MI NE FROM BRISTOW.
 NN0316'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NN0316'BRISTOW, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.4
 NN0316'MILE SOUTH ALONG A PRIVATE AND FIELD ROAD, ON THE TOP OF A HILL,
 NN0316'ABOUT 0.2 MILE EAST OF A NORTH-SOUTH ROAD, ABOUT 0.4 MILE SOUTH
 NN0316'OF AN EAST-WEST ROAD, 0.3 MILE SOUTH ALONG A FIELD ROAD FROM AN
 NN0316'ABANDONED FARMHOUSE, 242.0 FEET NORTH OF AN EAST-WEST FENCE, 98.0
 NN0316'FEET SOUTH OF REFERENCE MARK NO. 2, 43.7 FEET SOUTHWEST OF THE
 NN0316'TRIANGULATION STATION, 1.0 FOOT EAST OF A FENCE, 10.0 FEET EAST
 NN0316'OF THE CENTER LINE OF A FIELD ROAD ALONG THE EAST SIDE OF A FIELD,
 NN0316'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NN0316'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0314 ***********************************************************************
 NN0314  DESIGNATION -  HARRISON 2 RM 2
 NN0314  PID         -  NN0314
 NN0314  STATE/COUNTY-  NE/BOYD
 NN0314  USGS QUAD   -  GROSS (1964)
 NN0314
 NN0314                         *CURRENT SURVEY CONTROL
 NN0314  ___________________________________________________________________
 NN0314* NAD 83(1986)-  42 57 13.     (N)    098 34 47.     (W)     SCALED    
 NN0314* NAVD 88     -       575.114  (meters)    1886.85   (feet)  ADJUSTED  
 NN0314  ___________________________________________________________________
 NN0314  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 NN0314  DYNAMIC HT  -         574.911 (meters)    1886.19  (feet)  COMP
 NN0314  MODELED GRAV-     980,249.0   (mgal)                       NAVD 88
 NN0314
 NN0314  VERT ORDER  -  SECOND    CLASS 0
 NN0314
 NN0314.The horizontal coordinates were scaled from a topographic map and have
 NN0314.an estimated accuracy of +/- 6 seconds.
 NN0314
 NN0314.The orthometric height was determined by differential leveling
 NN0314.and adjusted by the National Geodetic Survey in June 1991..
 NN0314
 NN0314.The geoid height was determined by GEOID03.
 NN0314
 NN0314.The dynamic height is computed by dividing the NAVD 88
 NN0314.geopotential number by the normal gravity value computed on the
 NN0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0314.degrees latitude (g = 980.6199 gals.).
 NN0314
 NN0314.The modeled gravity was interpolated from observed gravity values.
 NN0314
 NN0314;                    North         East    Units  Estimated Accuracy
 NN0314;SPC NE       -   347,420.      615,890.      MT  (+/- 180 meters Scaled)
 NN0314
 NN0314                          SUPERSEDED SURVEY CONTROL
 NN0314
 NN0314  NGVD 29 (??/??/92)  574.827  (m)         1885.91   (f) ADJ UNCH    2 0
 NN0314
 NN0314.Superseded values are not recommended for survey control.
 NN0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0314.See file dsdata.txt to determine how the superseded data were derived.
 NN0314
 NN0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN342557(NAD 83)
 NN0314_MARKER: DR = REFERENCE MARK DISK
 NN0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0314_STAMPING: NO 2 HARRISON 1940 RM 2
 NN0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0314+STABILITY: SURFACE MOTION
 NN0314
 NN0314  HISTORY     - Date     Condition        Report By
 NN0314  HISTORY     - 1940     MONUMENTED       CGS
 NN0314  HISTORY     - 1949     GOOD             NGS
 NN0314
 NN0314                          STATION DESCRIPTION
 NN0314
 NN0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NN0314'8.6 MI NE FROM BRISTOW.
 NN0314'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0314'THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG
 NN0314'A PRIVATE AND FIELD ROAD, ON THE TOP OF A HILL, ABOUT 0.2 MILE
 NN0314'EAST OF A NORTH-SOUTH ROAD, ABOUT 0.4 MILE SOUTH OF AN EAST-WEST
 NN0314'ROAD, 0.3 MILE SOUTH ALONG A FIELD ROAD FROM AN ABANDONED
 NN0314'FARMHOUSE, 340.0 FEET NORTH OF AN EAST-WEST FENCE, 98.0 FEET
 NN0314'NORTH OF REFERENCE MARK NO. 1, 53.5 FEET NORTHWEST OF THE
 NN0314'TRIANGULATION STATION, 10.0 FEET EAST OF THE CENTER LINE OF A
 NN0314'FIELD ROAD ALONG THE EAST SIDE OF A FIELD, 1.0 FOOT EAST OF A FENCE,
 NN0314'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NN0314'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0731 ***********************************************************************
 NP0731  DESIGNATION -  HARRISON MUNICIPAL STANDPIPE
 NP0731  PID         -  NP0731
 NP0731  STATE/COUNTY-  NE/SIOUX
 NP0731  USGS QUAD   -  HARRISON WEST (1978)
 NP0731
 NP0731                         *CURRENT SURVEY CONTROL
 NP0731  ___________________________________________________________________
 NP0731* NAD 83(1995)-  42 41 17.75527(N)    103 52 51.50698(W)     ADJUSTED  
 NP0731* NAVD 88     -                                                        
 NP0731  ___________________________________________________________________
 NP0731  LAPLACE CORR-          -6.34  (seconds)                    DEFLEC99
 NP0731  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 NP0731
 NP0731  HORZ ORDER  -  THIRD
 NP0731
 NP0731.The horizontal coordinates were established by classical geodetic methods
 NP0731.and adjusted by the National Geodetic Survey in August 1997..
 NP0731
 NP0731
 NP0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0731
 NP0731.The geoid height was determined by GEOID03.
 NP0731
 NP0731;                    North         East     Units Scale Factor Converg.
 NP0731;SPC NE       -   324,129.362   182,093.996   MT  0.99987202   -2 34 18.9
 NP0731;UTM  13      - 4,726,805.128   591,670.175   MT  0.99970339   +0 45 31.5
 NP0731
 NP0731                          SUPERSEDED SURVEY CONTROL
 NP0731
 NP0731  NAD 83(1995)-  42 41 17.75510(N)    103 52 51.50677(W) AD(       ) 4
 NP0731  NAD 83(1986)-  42 41 17.73128(N)    103 52 51.48508(W) AD(       ) 4
 NP0731  NAD 27      -  42 41 17.85000(N)    103 52 49.74000(W) AD(       ) 3
 NP0731
 NP0731.Superseded values are not recommended for survey control.
 NP0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0731.See file dsdata.txt to determine how the superseded data were derived.
 NP0731
 NP0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9167026805(NAD 83)
 NP0731_MARKER: 52 = STANDPIPE TANK
 NP0731
 NP0731  HISTORY     - Date     Condition        Report By
 NP0731  HISTORY     - 1941     FIRST OBSERVED   CGS
 NP0731
 NP0731                          STATION DESCRIPTION
 NP0731
 NP0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0731'THIS INTERSECTION STATION IS LOCATED NEAR THE CENTER OF
 NP0731'HARRISON AND ABOUT ONE BLOCK E OF MAIN STREET.  IT IS CONSTRUCTED
 NP0731'OF STEEL, PAINTED SILVER AND IS ABOUT 100 FEET HIGH.  IT HAS
 NP0731'HARRISON PRINTED IN BLACK LETTERS ON THE N AND S SIDES.
 NP0731'
 NP0731'THE POINT LOCATED WAS THE CENTER OF THE BASE OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0730 ***********************************************************************
 NP0730  DESIGNATION -  HARRISON SIOUX CO CTHSE CHIM
 NP0730  PID         -  NP0730
 NP0730  STATE/COUNTY-  NE/SIOUX
 NP0730  USGS QUAD   -  HARRISON WEST (1978)
 NP0730
 NP0730                         *CURRENT SURVEY CONTROL
 NP0730  ___________________________________________________________________
 NP0730* NAD 83(1995)-  42 41 20.61550(N)    103 53 00.66222(W)     ADJUSTED  
 NP0730* NAVD 88     -                                                        
 NP0730  ___________________________________________________________________
 NP0730  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 NP0730  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 NP0730
 NP0730  HORZ ORDER  -  THIRD
 NP0730
 NP0730.The horizontal coordinates were established by classical geodetic methods
 NP0730.and adjusted by the National Geodetic Survey in August 1997..
 NP0730
 NP0730
 NP0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0730
 NP0730.The geoid height was determined by GEOID03.
 NP0730
 NP0730;                    North         East     Units Scale Factor Converg.
 NP0730;SPC NE       -   324,226.875   181,889.782   MT  0.99987231   -2 34 24.9
 NP0730;UTM  13      - 4,726,890.597   591,460.675   MT  0.99970291   +0 45 25.4
 NP0730
 NP0730                          SUPERSEDED SURVEY CONTROL
 NP0730
 NP0730  NAD 83(1995)-  42 41 20.61534(N)    103 53 00.66203(W) AD(       ) 4
 NP0730  NAD 83(1986)-  42 41 20.59152(N)    103 53 00.64036(W) AD(       ) 4
 NP0730  NAD 27      -  42 41 20.71000(N)    103 52 58.89000(W) AD(       ) 3
 NP0730
 NP0730.Superseded values are not recommended for survey control.
 NP0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0730.See file dsdata.txt to determine how the superseded data were derived.
 NP0730
 NP0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9146126891(NAD 83)
 NP0730_MARKER: 85 = CHIMNEY
 NP0730
 NP0730  HISTORY     - Date     Condition        Report By
 NP0730  HISTORY     - 1941     FIRST OBSERVED   CGS
 NP0730
 NP0730                          STATION DESCRIPTION
 NP0730
 NP0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0730'THIS INTERSECTION STATION IS LOCATED NEAR THE CENTER OF
 NP0730'HARRISON, ONE BLOCK S OF U.S. HIGHWAY 20, 20 PACES W OF
 NP0730'MAIN STREET AND ON THE NW CORNER OF THE COURTHOUSE BUILDING.
 NP0730'THE BUILDING IS CONSTRUCTED OF CEMENT BLOCKS AND THE CHIMNEY
 NP0730'OF GRAY BRICK.  THE TOTAL HEIGHT OF THE CHIMNEY AND BUILDING
 NP0730'IS ABOUT 60 FEET.
 NP0730'
 NP0730'THE POINT LOCATED WAS THE CENTER OF THE BASE OF THE CHIMNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0729 ***********************************************************************
 NP0729  DESIGNATION -  HARRISON SIOUX CO HS CHIMNEY
 NP0729  PID         -  NP0729
 NP0729  STATE/COUNTY-  NE/SIOUX
 NP0729  USGS QUAD   -  HARRISON WEST (1978)
 NP0729
 NP0729                         *CURRENT SURVEY CONTROL
 NP0729  ___________________________________________________________________
 NP0729* NAD 83(1995)-  42 41 22.71051(N)    103 52 51.42630(W)     ADJUSTED  
 NP0729* NAVD 88     -                                                        
 NP0729  ___________________________________________________________________
 NP0729  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 NP0729  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 NP0729
 NP0729  HORZ ORDER  -  THIRD
 NP0729
 NP0729.The horizontal coordinates were established by classical geodetic methods
 NP0729.and adjusted by the National Geodetic Survey in August 1997..
 NP0729
 NP0729
 NP0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0729
 NP0729.The geoid height was determined by GEOID03.
 NP0729
 NP0729;                    North         East     Units Scale Factor Converg.
 NP0729;SPC NE       -   324,282.012   182,102.691   MT  0.99987252   -2 34 18.8
 NP0729;UTM  13      - 4,726,957.999   591,669.987   MT  0.99970338   +0 45 31.7
 NP0729
 NP0729                          SUPERSEDED SURVEY CONTROL
 NP0729
 NP0729  NAD 83(1995)-  42 41 22.71034(N)    103 52 51.42609(W) AD(       ) 4
 NP0729  NAD 83(1986)-  42 41 22.68654(N)    103 52 51.40442(W) AD(       ) 4
 NP0729  NAD 27      -  42 41 22.80000(N)    103 52 49.66000(W) AD(       ) 3
 NP0729
 NP0729.Superseded values are not recommended for survey control.
 NP0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0729.See file dsdata.txt to determine how the superseded data were derived.
 NP0729
 NP0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9167026958(NAD 83)
 NP0729_MARKER: 85 = CHIMNEY
 NP0729
 NP0729  HISTORY     - Date     Condition        Report By
 NP0729  HISTORY     - 1941     FIRST OBSERVED   CGS
 NP0729
 NP0729                          STATION DESCRIPTION
 NP0729
 NP0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0729'THIS INTERSECTION STATION IS LOCATED IN THE NE PART OF HARRISON,
 NP0729'ONE BLOCK S OF U.S. HIGHWAY 20, 1-1/2 BLOCKS E OF MAIN STREET
 NP0729'AND ON THE N SIDE OF THE BUILDING.
 NP0729'
 NP0729'THE SCHOOL BUILDING AND CHIMNEY ARE CONSTRUCTED OF RED BRICK
 NP0729'AND THE TOTAL HEIGHT IS ABOUT 60 FEET.
 NP0729'
 NP0729'THE POINT LOCATED WAS THE CENTER OF THE BASE OF THE CHIMNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1749 ***********************************************************************
 NM1749  DESIGNATION -  HARTINGTON MUNICIPAL TANK
 NM1749  PID         -  NM1749
 NM1749  STATE/COUNTY-  NE/CEDAR
 NM1749  USGS QUAD   -  HARTINGTON (1968)
 NM1749
 NM1749                         *CURRENT SURVEY CONTROL
 NM1749  ___________________________________________________________________
 NM1749* NAD 83(1995)-  42 37 13.11787(N)    097 16 27.55551(W)     ADJUSTED  
 NM1749* NAVD 88     -                                                        
 NM1749  ___________________________________________________________________
 NM1749  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 NM1749  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NM1749
 NM1749  HORZ ORDER  -  THIRD
 NM1749
 NM1749.The horizontal coordinates were established by classical geodetic methods
 NM1749.and adjusted by the National Geodetic Survey in August 1997..
 NM1749
 NM1749
 NM1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1749
 NM1749.The geoid height was determined by GEOID03.
 NM1749
 NM1749;                    North         East     Units Scale Factor Converg.
 NM1749;SPC NE       -   312,969.311   723,547.106   MT  0.99984812   +1 48 22.7
 NM1749;UTM  14      - 4,720,095.695   641,522.041   MT  0.99984642   +1 10 07.4
 NM1749
 NM1749                          SUPERSEDED SURVEY CONTROL
 NM1749
 NM1749  NAD 83(1986)-  42 37 13.12449(N)    097 16 27.54745(W) AD(       ) 4
 NM1749  NAD 27      -  42 37 13.12800(N)    097 16 26.34700(W) AD(       ) 3
 NM1749
 NM1749.Superseded values are not recommended for survey control.
 NM1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1749.See file dsdata.txt to determine how the superseded data were derived.
 NM1749
 NM1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4152220096(NAD 83)
 NM1749_MARKER: 53 = ELEVATED TANK
 NM1749
 NM1749  HISTORY     - Date     Condition        Report By
 NM1749  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1749  HISTORY     - 1940     GOOD             CGS
 NM1749
 NM1749                          STATION DESCRIPTION
 NM1749
 NM1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1749'POINT OBSERVED UPON WAS THE FINIAL OF THE BLACK MUNICIPAL
 NM1749'WATER TANK, LOCATED IN THE NORTHWEST PART OF THE TOWN OF
 NM1749'HARTINGTON.
 NM1749'
 NM1749'OBSERVED UPON FROM STATIONS CEDAR, HAVEKOST, NIELSEN, HAHNE
 NM1749'AND RASMUSSEN.
 NM1749
 NM1749                          STATION RECOVERY (1940)
 NM1749
 NM1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1749'HARTINGTON MUNICIPAL WATER TANK IS IN THE TOWN OF HARTINGTON,
 NM1749'ON HOESE STREET, ONE BLOCK NORTH OF THE INTERSECTION OF HOESE
 NM1749'STREET AND STATE HIGHWAY 15.
 NM1749'
 NM1749'TANK AND SUPPORTING TOWER ARE OF ALL-STEEL CONSTRUCTION, THE
 NM1749'TANK PAINTED SILVER, THE SUPPORTING TOWER PAINTED BLACK.  THE
 NM1749'ENTIRE STRUCTURE IS 95 FEET HIGH AND HAS A 3-FOOT SPIRE FINIAL
 NM1749'CENTERED AT THE TOP.  IT WAS BUILT IN 1913.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1278 ***********************************************************************
 LH1278  DESIGNATION -  HARTWELL HOLY FAMILY CH CROSS
 LH1278  PID         -  LH1278
 LH1278  STATE/COUNTY-  NE/KEARNEY
 LH1278  USGS QUAD   -  HEARTWELL (1969)
 LH1278
 LH1278                         *CURRENT SURVEY CONTROL
 LH1278  ___________________________________________________________________
 LH1278* NAD 83(1995)-  40 34 14.57999(N)    098 47 27.07573(W)     ADJUSTED  
 LH1278* NAVD 88     -                                                        
 LH1278  ___________________________________________________________________
 LH1278  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 LH1278  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 LH1278
 LH1278  HORZ ORDER  -  THIRD
 LH1278
 LH1278.The horizontal coordinates were established by classical geodetic methods
 LH1278.and adjusted by the National Geodetic Survey in August 1997..
 LH1278
 LH1278
 LH1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1278
 LH1278.The geoid height was determined by GEOID03.
 LH1278
 LH1278;                    North         East     Units Scale Factor Converg.
 LH1278;SPC NE       -    82,587.335   602,364.091   MT  0.99979062   +0 48 04.7
 LH1278;UTM  14      - 4,491,125.333   517,703.100   MT  0.99960386   +0 08 09.7
 LH1278
 LH1278                          SUPERSEDED SURVEY CONTROL
 LH1278
 LH1278  NAD 83(1986)-  40 34 14.58679(N)    098 47 27.07553(W) AD(       ) 4
 LH1278  NAD 27      -  40 34 14.53400(N)    098 47 25.80700(W) AD(       ) 3
 LH1278
 LH1278.Superseded values are not recommended for survey control.
 LH1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1278.See file dsdata.txt to determine how the superseded data were derived.
 LH1278
 LH1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1770391125(NAD 83)
 LH1278_MARKER: 91 = CHURCH CROSS
 LH1278
 LH1278  HISTORY     - Date     Condition        Report By
 LH1278  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1278
 LH1278                          STATION DESCRIPTION
 LH1278
 LH1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1278'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF HEARTWELL, 60
 LH1278'FEET WEST OF THE CENTER OF A NORTH-SOUTH STREET AND 60 FEET NORTH
 LH1278'OF THE CENTER OF AN EAST-WEST STREET.  IT IS A GREEN COLORED
 LH1278'CUPALO WITH A CROSS AT THE APEX AND HAS AN OVERALL HEIGHT OF
 LH1278'ABOUT 60 FEET.
 LH1278'
 LH1278'THE CROSS AT THE APEX OF THE CUPALO WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1103 ***********************************************************************
 LH1103  DESIGNATION -  HARVARD
 LH1103  PID         -  LH1103
 LH1103  STATE/COUNTY-  NE/CLAY
 LH1103  USGS QUAD   -  HARVARD NE (1983)
 LH1103
 LH1103                         *CURRENT SURVEY CONTROL
 LH1103  ___________________________________________________________________
 LH1103* NAD 83(1995)-  40 38 28.09627(N)    098 04 15.24535(W)     ADJUSTED  
 LH1103* NAVD 88     -       551.     (meters)    1808.     (feet)  SCALED    
 LH1103  ___________________________________________________________________
 LH1103  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 LH1103  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 LH1103
 LH1103  HORZ ORDER  -  SECOND
 LH1103
 LH1103.The horizontal coordinates were established by classical geodetic methods
 LH1103.and adjusted by the National Geodetic Survey in August 1997..
 LH1103
 LH1103.The orthometric height was scaled from a topographic map.
 LH1103
 LH1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1103
 LH1103.The geoid height was determined by GEOID03.
 LH1103
 LH1103;                    North         East     Units Scale Factor Converg.
 LH1103;SPC NE       -    91,509.831   663,131.348   MT  0.99977152   +1 16 42.3
 LH1103;UTM  14      - 4,499,336.092   578,561.403   MT  0.99967597   +0 36 18.6
 LH1103
 LH1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1103!SPC NE       -   0.99991758  x   0.99977152  =   0.99968912
 LH1103!UTM  14      -   0.99991758  x   0.99967597  =   0.99959358
 LH1103
 LH1103|---------------------------------------------------------------------|
 LH1103| PID    Reference Object                     Distance      Geod. Az  |
 LH1103|                                                           dddmmss.s |
 LH1103| CN8742 HARVARD RM 1                         26.392 METERS 17509     |
 LH1103| CN8741 HARVARD AZ MK                                      2235426.2 |
 LH1103| CN8743 HARVARD RM 2                         21.262 METERS 27538     |
 LH1103|---------------------------------------------------------------------|
 LH1103
 LH1103                          SUPERSEDED SURVEY CONTROL
 LH1103
 LH1103  NAD 83(1986)-  40 38 28.10374(N)    098 04 15.24628(W) AD(       ) 2
 LH1103  NAD 27      -  40 38 28.06500(N)    098 04 14.06300(W) AD(       ) 2
 LH1103
 LH1103.Superseded values are not recommended for survey control.
 LH1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1103.See file dsdata.txt to determine how the superseded data were derived.
 LH1103
 LH1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7856199336(NAD 83)
 LH1103_MARKER: DS = TRIANGULATION STATION DISK
 LH1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1103
 LH1103  HISTORY     - Date     Condition        Report By
 LH1103  HISTORY     - 1951     MONUMENTED       CGS
 LH1103
 LH1103                          STATION DESCRIPTION
 LH1103
 LH1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1103'THE STATION IS LOCATED ABOUT 2.0 MILES NORTHEAST OF HARVARD IN THE
 LH1103'NORTHEAST CORNER OF A SMALL CULTIVATED FIELD, 250 FEET NORTH OF
 LH1103'THE CENTER OF AN EAST-WEST GRAVELED ROAD, 36 FEET WEST OF THE
 LH1103'CENTER OF AN ABANDONED DIRT ROAD, 10 FEET SOUTH OF A FENCE
 LH1103'CORNER AND 4 FEET SOUTHEAST OF A WITNESS POST.  IT IS STAMPED
 LH1103'HARVARD 1951 AND PROJECTS 3 INCHES.
 LH1103'
 LH1103'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF SMALL CULTIVATED
 LH1103'FIELD, 96 FEET SOUTH OF A FENCE CORNER AND 36 FEET WEST OF THE
 LH1103'CENTER OF ABANDONED DIRT ROAD.  IT IS STAMPED HARVARD NO 1
 LH1103'1951 AND PROJECTS 2 INCHES.
 LH1103'
 LH1103'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF SMALL CULTIVATED
 LH1103'FIELD, 72 FEET WEST OF A FENCE CORNER, 57 FEET EAST OF A FENCE
 LH1103'CORNER AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1103'STAMPED HARVARD NO 2 1951 AND PROJECTS 2 INCHES.
 LH1103'
 LH1103'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 120.68 FEET.
 LH1103'
 LH1103'THE AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF A CROSSROAD, 64
 LH1103'FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 40 FEET NORTH
 LH1103'OF THE CENTER OF AN EAST-WEST ROAD, 12 FEET NORTHEAST OF A POWER
 LH1103'LINE POLE AND 1 FOOT NORTH OF A WITNESS POST.  IT IS STAMPED
 LH1103'HARVARD 1951 AND PROJECTS 4 INCHES.
 LH1103'
 LH1103'TO REACH THE STATION FROM THE INTERSECTION JUST SOUTH OF THE
 LH1103'POST OFFICE IN HARVARD, GO EAST ON GRAVELED ROAD FOR 0.4 MILE
 LH1103'TO A T INTERSECTION, TURN LEFT AND GO NORTH ON HARD SURFACED
 LH1103'ROAD FOR 0.5 MILE TO A CROSSROAD AND AZIMUTH MARK IN NORTHWEST
 LH1103'ANGLE AS DESCRIBED.  CONTINUE NORTH FOR 1.0 MILE TO A CROSSROAD,
 LH1103'TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 1.0 MILE TO A T
 LH1103'ROAD RIGHT AND AN ABANDONED DIRT ROAD ON LEFT, TURN LEFT AND
 LH1103'GO NORTH ON OLD DIRT ROAD FOR .05 MILE TO STATION ON LEFT
 LH1103'AS DESCRIBED.
 LH1103'
 LH1103'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1104 ***********************************************************************
 LH1104  DESIGNATION -  HARVARD ARMY AIRFLD WATER TWR
 LH1104  PID         -  LH1104
 LH1104  STATE/COUNTY-  NE/CLAY
 LH1104  USGS QUAD   -  HARVARD NE (1983)
 LH1104
 LH1104                         *CURRENT SURVEY CONTROL
 LH1104  ___________________________________________________________________
 LH1104* NAD 83(1995)-  40 39 27.86440(N)    098 05 22.31929(W)     ADJUSTED  
 LH1104* NAVD 88     -                                                        
 LH1104  ___________________________________________________________________
 LH1104  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 LH1104  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 LH1104
 LH1104  HORZ ORDER  -  THIRD
 LH1104
 LH1104.The horizontal coordinates were established by classical geodetic methods
 LH1104.and adjusted by the National Geodetic Survey in August 1997..
 LH1104
 LH1104
 LH1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1104
 LH1104.The geoid height was determined by GEOID03.
 LH1104
 LH1104;                    North         East     Units Scale Factor Converg.
 LH1104;SPC NE       -    93,317.605   661,515.322   MT  0.99976724   +1 15 57.8
 LH1104;UTM  14      - 4,501,162.550   576,966.874   MT  0.99967291   +0 35 35.6
 LH1104
 LH1104                          SUPERSEDED SURVEY CONTROL
 LH1104
 LH1104  NAD 83(1986)-  40 39 27.87171(N)    098 05 22.31989(W) AD(       ) 4
 LH1104  NAD 27      -  40 39 27.83300(N)    098 05 21.13300(W) AD(       ) 3
 LH1104
 LH1104.Superseded values are not recommended for survey control.
 LH1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1104.See file dsdata.txt to determine how the superseded data were derived.
 LH1104
 LH1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7696701163(NAD 83)
 LH1104_MARKER: 54 = WATER TOWER
 LH1104
 LH1104  HISTORY     - Date     Condition        Report By
 LH1104  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1104
 LH1104                          STATION DESCRIPTION
 LH1104
 LH1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1104'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF HARVARD NEAR
 LH1104'THE NORTH EDGE OF THE HARVARD ARMY AIRFIELD.  IT IS A LARGE
 LH1104'CONCRETE CYLINDER WITH ORANGE AND WHITE CHECKS PAINTED ON THE TOP
 LH1104'HALF AND HAS AN OVERALL HEIGHT OF 110 FEET.
 LH1104'
 LH1104'THE POINT OBSERVED WAS A BEACON ON TOP OF THE TOWER.
 LH1104'
 LH1104'TO REACH THE STATION FROM THE RAILROAD STATION IN HARVARD,
 LH1104'GO EAST FOR 0.5 MILE TO A T INTERSECTION, TURN LEFT AND GO
 LH1104'NORTH ON HARD SURFACED ROAD FOR 2.9 MILES TO STATION ON
 LH1104'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1105 ***********************************************************************
 LH1105  DESIGNATION -  HARVARD MUNICIPAL STANDPIPE
 LH1105  PID         -  LH1105
 LH1105  STATE/COUNTY-  NE/CLAY
 LH1105  USGS QUAD   -  HARVARD (1969)
 LH1105
 LH1105                         *CURRENT SURVEY CONTROL
 LH1105  ___________________________________________________________________
 LH1105* NAD 83(1995)-  40 37 14.17202(N)    098 05 48.86795(W)     ADJUSTED  
 LH1105* NAVD 88     -                                                        
 LH1105  ___________________________________________________________________
 LH1105  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 LH1105  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 LH1105
 LH1105  HORZ ORDER  -  THIRD
 LH1105
 LH1105.The horizontal coordinates were established by classical geodetic methods
 LH1105.and adjusted by the National Geodetic Survey in August 1997..
 LH1105
 LH1105
 LH1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1105
 LH1105.The geoid height was determined by GEOID03.
 LH1105
 LH1105;                    North         East     Units Scale Factor Converg.
 LH1105;SPC NE       -    89,181.868   660,982.700   MT  0.99977694   +1 15 40.2
 LH1105;UTM  14      - 4,497,033.767   576,385.770   MT  0.99967182   +0 35 16.7
 LH1105
 LH1105                          SUPERSEDED SURVEY CONTROL
 LH1105
 LH1105  NAD 83(1986)-  40 37 14.17919(N)    098 05 48.86851(W) AD(       ) 4
 LH1105  NAD 27      -  40 37 14.13800(N)    098 05 47.68500(W) AD(       ) 3
 LH1105
 LH1105.Superseded values are not recommended for survey control.
 LH1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1105.See file dsdata.txt to determine how the superseded data were derived.
 LH1105
 LH1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7638697034(NAD 83)
 LH1105_MARKER: 52 = STANDPIPE TANK
 LH1105
 LH1105  HISTORY     - Date     Condition        Report By
 LH1105  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1105
 LH1105                          STATION DESCRIPTION
 LH1105
 LH1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1105'THE STATION IS LOCATED AT THE NORTH END OF THE BUSINESS
 LH1105'DISTRICT, 50 FEET EAST OF THE MAIN STREET IN HARVARD AND
 LH1105'50 FEET SOUTH OF AN EAST-WEST STREET.  IT IS A SILVER COLORED,
 LH1105'CYLINDRICAL SHAPED STRUCTURE, 12 FEET IN DIAMETER AND HAS
 LH1105'AN OVERALL HEIGHT OF 85 FEET.  THE WORD HARVARD IS PAINTED ON THE
 LH1105'SOUTH SIDE OF STANDPIPE.
 LH1105'
 LH1105'THE POINT OBSERVED WAS THE CENTER OF STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1116 ***********************************************************************
 LH1116  DESIGNATION -  HASTINGS
 LH1116  PID         -  LH1116
 LH1116  STATE/COUNTY-  NE/ADAMS
 LH1116  USGS QUAD   -  HASTINGS EAST (1983)
 LH1116
 LH1116                         *CURRENT SURVEY CONTROL
 LH1116  ___________________________________________________________________
 LH1116* NAD 83(1995)-  40 35 29.90830(N)    098 22 29.47773(W)     ADJUSTED  
 LH1116* NAVD 88     -       584.790  (meters)    1918.60   (feet)  ADJUSTED  
 LH1116  ___________________________________________________________________
 LH1116  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LH1116  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 LH1116  DYNAMIC HT  -         584.465 (meters)    1917.53  (feet)  COMP
 LH1116  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 LH1116
 LH1116  HORZ ORDER  -  SECOND
 LH1116  VERT ORDER  -  FIRST     CLASS II
 LH1116
 LH1116.The horizontal coordinates were established by classical geodetic methods
 LH1116.and adjusted by the National Geodetic Survey in August 1997..
 LH1116
 LH1116.The orthometric height was determined by differential leveling
 LH1116.and adjusted by the National Geodetic Survey in May 1993..
 LH1116
 LH1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1116
 LH1116.The geoid height was determined by GEOID03.
 LH1116
 LH1116.The dynamic height is computed by dividing the NAVD 88
 LH1116.geopotential number by the normal gravity value computed on the
 LH1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1116.degrees latitude (g = 980.6199 gals.).
 LH1116
 LH1116.The modeled gravity was interpolated from observed gravity values.
 LH1116
 LH1116;                    North         East     Units Scale Factor Converg.
 LH1116;SPC NE       -    85,487.262   637,534.574   MT  0.99978479   +1 04 37.1
 LH1116;UTM  14      - 4,493,614.747   552,898.968   MT  0.99963444   +0 24 24.4
 LH1116
 LH1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1116!SPC NE       -   0.99991224  x   0.99978479  =   0.99969705
 LH1116!UTM  14      -   0.99991224  x   0.99963444  =   0.99954672
 LH1116
 LH1116:                Primary Azimuth Mark                     Grid Az
 LH1116:SPC NE       -  DONIPHAN MUNICIPAL TANK                  000 03 46.8
 LH1116:UTM  14      -  DONIPHAN MUNICIPAL TANK                  000 43 59.5
 LH1116
 LH1116|---------------------------------------------------------------------|
 LH1116| PID    Reference Object                     Distance      Geod. Az  |
 LH1116|                                                           dddmmss.s |
 LH1116| LH1143 DONIPHAN MUNICIPAL TANK             APPROX.20.2 KM 0010823.9 |
 LH1116| LH1117 HASTINGS NAVAL ORD DEPOT FLAG       APPROX. 4.2 KM 1085850.8 |
 LH1116| LH1114 HASTINGS NAVAL ORD DEPOT TANK       APPROX. 3.2 KM 1092750.9 |
 LH1116| LH1112 STROMER                             APPROX. 8.6 KM 1445601.1 |
 LH1116| LH1118 HASTINGS MAGNETIC STATION            76.459 METERS 15722     |
 LH1116| LH1506 HASTINGS AZ MK                                     1844726.8 |
 LH1116| LH1504 HASTINGS RM 1                        25.268 METERS 22336     |
 LH1116| LH1125 INGLESIDE STATE HOSPITAL STANDPIPE  APPROX. 5.7 KM 2612913.2 |
 LH1116| LH1122 INGLESIDE STATE HOSPITAL STACK      APPROX. 5.7 KM 2615455.8 |
 LH1116| LH1505 HASTINGS RM 2                        26.648 METERS 32209     |
 LH1116|---------------------------------------------------------------------|
 LH1116
 LH1116                          SUPERSEDED SURVEY CONTROL
 LH1116
 LH1116  NAD 83(1986)-  40 35 29.91597(N)    098 22 29.47786(W) AD(       ) 2
 LH1116  NAD 27      -  40 35 29.85900(N)    098 22 28.26700(W) AD(       ) 2
 LH1116
 LH1116.Superseded values are not recommended for survey control.
 LH1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1116.See file dsdata.txt to determine how the superseded data were derived.
 LH1116
 LH1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5289993615(NAD 83)
 LH1116_MARKER: DS = TRIANGULATION STATION DISK
 LH1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1116_SP_SET: CONCRETE POST
 LH1116_STAMPING: HASTINGS 1951
 LH1116_MARK LOGO: CGS   
 LH1116_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1116+STABILITY: SURFACE MOTION
 LH1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1116+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1991
 LH1116
 LH1116  HISTORY     - Date     Condition        Report By
 LH1116  HISTORY     - 1951     MONUMENTED       CGS
 LH1116  HISTORY     - 1951     GOOD             CGS
 LH1116  HISTORY     - 1958     GOOD             CGS
 LH1116  HISTORY     - 1976     GOOD             NGS
 LH1116  HISTORY     - 19911004 GOOD             NGS
 LH1116
 LH1116                          STATION DESCRIPTION
 LH1116
 LH1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1116'THE STATION IS LOCATED JUST EAST OF UNIVERSITY AVENUE ON THE WEST
 LH1116'EDGE OF THE CAMPUS OF HASTINGS COLLEGE.  IT IS 79.0 FEET SOUTH OF
 LH1116'THE CENTER OF AN EAST-WEST SIDEWALK, 72.0 FEET NORTH OF THE
 LH1116'CENTER OF AN EAST-WEST SIDEWALK AND 35.0 FEET EAST OF THE CENTER
 LH1116'OF TURNER AVENUE.  IT IS SET FLUSH AND STAMPED HASTINGS 1951.
 LH1116'
 LH1116'REFERENCE MARK NO. 1 IS 23.0 FEET WEST OF THE CENTER OF TURNER
 LH1116'AVENUE AND SET IN THE TOP OF THE CURB OF UNIVERSITY AVENUE
 LH1116'WHERE IT TURNS SOUTH INTO TURNER AVENUE.  IT PROJECTS 6 INCHES
 LH1116'AND IS STAMPED HASTINGS NO 1 1951.
 LH1116'
 LH1116'REFERENCE MARK NO. 2 IS 23.0 FEET WEST OF THE CENTER OF TURNER
 LH1116'AVENUE AND SET IN THE TOP OF THE CURB OF UNIVERSITY AVENUE WHERE
 LH1116'IT TURNS NORTH INTO TURNER AVENUE.  IT PROJECTS 6 INCHES AND IS
 LH1116'STAMPED HASTINGS NO 2 1951.
 LH1116'
 LH1116'THE DISTANCE BETWEEN REFERENCE MARKS IS 129.2 FEET.
 LH1116'
 LH1116'THE AZIMUTH MARK IS SET ON TOP OF THE SOUTH CURB OF 7TH STREET AT
 LH1116'THE T INTERSECTION FORMED BY THE SOUTH END OF TURNER AVENUE.
 LH1116'IT IS 18.0 FEET SOUTH OF THE CENTER OF THE T INTERSECTION AND
 LH1116'13.0 FEET EAST OF A LIGHT POST.  IT PROJECTS 6 INCHES AND IS
 LH1116'STAMPED HASTINGS 1951.
 LH1116'
 LH1116'A TRAVERSE CONNECTION WAS MADE TO THE HASTINGS, MEGNETIC STATION.
 LH1116'IT IS 14.0 FEET SOUTH OF THE CENTER OF A GRAVELED DRIVE AND 2.0
 LH1116'FEET SOUTHWEST OF A TREE.  IT IS A 6 INCH SQUARE CONCRETE POST
 LH1116'PROJECTING 4 INCHES AND HAS THE LETTERS U.S.C.S. 1902 IN ITS TOP
 LH1116'WITH A SMALL HOLE AT THE CENTER OF THE POST.
 LH1116'
 LH1116'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1116
 LH1116                          STATION RECOVERY (1951)
 LH1116
 LH1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1116'RECOVERED IN GOOD CONDITION.
 LH1116
 LH1116                          STATION RECOVERY (1958)
 LH1116
 LH1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 LH1116'RECOVERED BY JOHN T. KONZACK, HASTINGS COLLEGE, HASTINGS, NEBRASKA,
 LH1116'REFERENCE TO LETTER DATED DECEMBER 1, 1958.
 LH1116'
 LH1116'STATION MARK RECOVERED IN GOOD CONDITION.  THE MARK IS 1.31
 LH1116'FEET EAST OF THE EAST CURB OF TURNER AVENUE.  ALL OTHER DATA REMAINS
 LH1116'UNCHANGED.
 LH1116
 LH1116                          STATION RECOVERY (1976)
 LH1116
 LH1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LH1116'STATION AND AZIMUTH FOUND IN GODD CONDITION.
 LH1116'
 LH1116'NOTE--STATION IS NOW IN A NEW SIDE WALK (FLUSH).
 LH1116
 LH1116                          STATION RECOVERY (1991)
 LH1116
 LH1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1116'IN HASTINGS, AT THE INTERSECTION OF TURNER AVENUE AND UNIVERSITY
 LH1116'STREET, 26.7 M (87.6 FT) SOUTHEAST OF REFERENCE MARK 2, 25.4 M (83.3
 LH1116'FT) NORTHEAST OF REFERENCE MARK 1, 11.2 M (36.7 FT) EAST OF THE
 LH1116'CENTER OF THE AVENUE, 14.6 M (47.9 FT) SOUTH OF THE CENTER OF THE
 LH1116'WESTBOUND LANES OF THE STREET, 13.1 M (43.0 FT) NORTH OF THE CENTER
 LH1116'OF THE EASTBOUND LANES OF THE STREET, 7.9 M (25.9 FT) WEST OF THE
 LH1116'WEST FACE OF A SIGN (HASTINGS COLLEGE), 0.4 M (1.3 FT) EAST OF THE
 LH1116'WEST EDGE OF A SIDEWALK, AND THE MONUMENT IS SURROUNDED BY AND FLUSH
 LH1116'WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1128 ***********************************************************************
 LH1128  DESIGNATION -  HASTINGS ASYLUM APEX NEW BLDG
 LH1128  PID         -  LH1128
 LH1128  STATE/COUNTY-  NE/ADAMS
 LH1128  USGS QUAD   -  HASTINGS WEST (1983)
 LH1128
 LH1128                         *CURRENT SURVEY CONTROL
 LH1128  ___________________________________________________________________
 LH1128* NAD 83(1995)-  40 35 01.49144(N)    098 26 23.97581(W)     ADJUSTED  
 LH1128* NAVD 88     -                                                        
 LH1128  ___________________________________________________________________
 LH1128  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LH1128  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 LH1128
 LH1128  HORZ ORDER  -  THIRD
 LH1128
 LH1128.The horizontal coordinates were established by classical geodetic methods
 LH1128.and adjusted by the National Geodetic Survey in August 1997..
 LH1128
 LH1128
 LH1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1128
 LH1128.The geoid height was determined by GEOID03.
 LH1128
 LH1128;                    North         East     Units Scale Factor Converg.
 LH1128;SPC NE       -    84,509.500   632,038.395   MT  0.99978697   +1 02 01.7
 LH1128;UTM  14      - 4,492,701.448   547,392.588   MT  0.99962765   +0 21 51.6
 LH1128
 LH1128                          SUPERSEDED SURVEY CONTROL
 LH1128
 LH1128  NAD 83(1986)-  40 35 01.49859(N)    098 26 23.97486(W) AD(       ) 4
 LH1128  NAD 27      -  40 35 01.44100(N)    098 26 22.75400(W) AD(       ) 3
 LH1128
 LH1128.Superseded values are not recommended for survey control.
 LH1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1128.See file dsdata.txt to determine how the superseded data were derived.
 LH1128
 LH1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4739392701(NAD 83)
 LH1128
 LH1128  HISTORY     - Date     Condition        Report By
 LH1128  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1128  HISTORY     - 1935     GOOD             CGS
 LH1128
 LH1128                          STATION DESCRIPTION
 LH1128
 LH1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1128'THE ORIGINAL (AND MAIN) BUILDING IS STILL STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1119 ***********************************************************************
 LH1119  DESIGNATION -  HASTINGS CITY WATER AND LT STK
 LH1119  PID         -  LH1119
 LH1119  STATE/COUNTY-  NE/ADAMS
 LH1119  USGS QUAD   -  HASTINGS WEST (1983)
 LH1119
 LH1119                         *CURRENT SURVEY CONTROL
 LH1119  ___________________________________________________________________
 LH1119* NAD 83(1995)-  40 35 55.21450(N)    098 23 18.68976(W)     ADJUSTED  
 LH1119* NAVD 88     -                                                        
 LH1119  ___________________________________________________________________
 LH1119  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 LH1119  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 LH1119
 LH1119  HORZ ORDER  -  THIRD
 LH1119
 LH1119.The horizontal coordinates were established by classical geodetic methods
 LH1119.and adjusted by the National Geodetic Survey in August 1997..
 LH1119
 LH1119
 LH1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1119
 LH1119.The geoid height was determined by GEOID03.
 LH1119
 LH1119;                    North         East     Units Scale Factor Converg.
 LH1119;SPC NE       -    86,245.902   636,363.282   MT  0.99978286   +1 04 04.5
 LH1119;UTM  14      - 4,494,386.917   551,736.804   MT  0.99963295   +0 23 52.5
 LH1119
 LH1119                          SUPERSEDED SURVEY CONTROL
 LH1119
 LH1119  NAD 83(1986)-  40 35 55.22181(N)    098 23 18.68989(W) AD(       ) 4
 LH1119  NAD 27      -  40 35 55.16700(N)    098 23 17.48000(W) AD(       ) 3
 LH1119
 LH1119.Superseded values are not recommended for survey control.
 LH1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1119.See file dsdata.txt to determine how the superseded data were derived.
 LH1119
 LH1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5173794387(NAD 83)
 LH1119_MARKER: 63 = STACK
 LH1119
 LH1119  HISTORY     - Date     Condition        Report By
 LH1119  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1119  HISTORY     - 1964     GOOD             CGS
 LH1119
 LH1119                          STATION DESCRIPTION
 LH1119
 LH1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1119'THE STATION IS LOCATED JUST WEST OF ST. JOE AVENUE BETWEEN
 LH1119'12TH AND 13TH STREETS.  IT IS A LARGE CONCRETE STACK WITH AN
 LH1119'OVERALL HEIGHT OF 150 FEET.  THE WORDS CITY WATER AND LIGHT
 LH1119'ARE PAINTED ON THE SOUTH SIDE OF STACK.
 LH1119'
 LH1119'THE POINT OBSERVED WAS THE CENTER OF STACK.
 LH1119
 LH1119                          STATION RECOVERY (1964)
 LH1119
 LH1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 LH1119'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  LOCAL
 LH1119'INQUIRY VERIFIED THE EXISTANCE OF THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1129 ***********************************************************************
 LH1129  DESIGNATION -  HASTINGS COURTHOUSE CUPOLA
 LH1129  PID         -  LH1129
 LH1129  STATE/COUNTY-  NE/ADAMS
 LH1129  USGS QUAD   -  HASTINGS WEST (1983)
 LH1129
 LH1129                         *CURRENT SURVEY CONTROL
 LH1129  ___________________________________________________________________
 LH1129* NAD 83(1995)-  40 35 11.63988(N)    098 23 21.43255(W)     ADJUSTED  
 LH1129* NAVD 88     -                                                        
 LH1129  ___________________________________________________________________
 LH1129  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 LH1129  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 LH1129
 LH1129  HORZ ORDER  -  THIRD
 LH1129
 LH1129.The horizontal coordinates were established by classical geodetic methods
 LH1129.and adjusted by the National Geodetic Survey in August 1997..
 LH1129
 LH1129
 LH1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1129
 LH1129.The geoid height was determined by GEOID03.
 LH1129
 LH1129;                    North         East     Units Scale Factor Converg.
 LH1129;SPC NE       -    84,901.115   636,323.853   MT  0.99978619   +1 04 02.7
 LH1129;UTM  14      - 4,493,042.888   551,681.659   MT  0.99963288   +0 23 50.4
 LH1129
 LH1129                          SUPERSEDED SURVEY CONTROL
 LH1129
 LH1129  NAD 83(1986)-  40 35 11.64711(N)    098 23 21.43158(W) AD(       ) 4
 LH1129  NAD 27      -  40 35 11.59000(N)    098 23 20.20500(W) AD(       ) 3
 LH1129
 LH1129.Superseded values are not recommended for survey control.
 LH1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1129.See file dsdata.txt to determine how the superseded data were derived.
 LH1129
 LH1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5168293043(NAD 83)
 LH1129_MARKER: 86 = CUPOLA
 LH1129
 LH1129  HISTORY     - Date     Condition        Report By
 LH1129  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1129  HISTORY     - 1935     POOR             CGS
 LH1129
 LH1129                          STATION DESCRIPTION
 LH1129
 LH1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1129'THE CUPOLA WITH STATUE HAS BEEN REMOVED FROM THE COURT HOUSE.
 LH1129'IT NOW HAS MERELY THE FOUR CONICAL TOWERS, ONE AT EACH OF THE FOUR
 LH1129'CORNERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1118 ***********************************************************************
 LH1118  DESIGNATION -  HASTINGS MAGNETIC STATION
 LH1118  PID         -  LH1118
 LH1118  STATE/COUNTY-  NE/ADAMS
 LH1118  USGS QUAD   -  HASTINGS EAST (1983)
 LH1118
 LH1118                         *CURRENT SURVEY CONTROL
 LH1118  ___________________________________________________________________
 LH1118* NAD 83(1995)-  40 35 27.62058(N)    098 22 28.22605(W)     ADJUSTED  
 LH1118* NAVD 88     -       584.     (meters)    1916.     (feet)  SCALED    
 LH1118  ___________________________________________________________________
 LH1118  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LH1118  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 LH1118
 LH1118  HORZ ORDER  -  SECOND
 LH1118
 LH1118.The horizontal coordinates were established by classical geodetic methods
 LH1118.and adjusted by the National Geodetic Survey in August 1997..
 LH1118
 LH1118.The orthometric height was scaled from a topographic map.
 LH1118
 LH1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1118
 LH1118.The geoid height was determined by GEOID03.
 LH1118
 LH1118;                    North         East     Units Scale Factor Converg.
 LH1118;SPC NE       -    85,417.275   637,565.321   MT  0.99978497   +1 04 38.0
 LH1118;UTM  14      - 4,493,544.416   552,928.890   MT  0.99963448   +0 24 25.2
 LH1118
 LH1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1118!SPC NE       -   0.99991233  x   0.99978497  =   0.99969732
 LH1118!UTM  14      -   0.99991233  x   0.99963448  =   0.99954684
 LH1118
 LH1118                          SUPERSEDED SURVEY CONTROL
 LH1118
 LH1118  NAD 83(1986)-  40 35 27.62826(N)    098 22 28.22618(W) AD(       ) 2
 LH1118  NAD 27      -  40 35 27.57100(N)    098 22 27.01500(W) AD(       ) 2
 LH1118
 LH1118.Superseded values are not recommended for survey control.
 LH1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1118.See file dsdata.txt to determine how the superseded data were derived.
 LH1118
 LH1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5292993544(NAD 83)
 LH1118_MARKER: DM = MAGNETIC STATION DISK
 LH1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1118_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1118+STABILITY: SURFACE MOTION
 LH1118
 LH1118  HISTORY     - Date     Condition        Report By
 LH1118  HISTORY     - 1951     MONUMENTED       CGS
 LH1118  HISTORY     - 19980821 MARK NOT FOUND   LOCENG
 LH1118
 LH1118                          STATION DESCRIPTION
 LH1118
 LH1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LH1118'THE STATION IS LOCATED JUST EAST OF UNIVERSITY AVENUE ON THE WEST
 LH1118'EDGE OF THE CAMPUS OF HASTINGS COLLEGE.
 LH1118'
 LH1118'HASTINGS, MEGNETIC STATION
 LH1118'IS 14.0 FEET SOUTH OF THE CENTER OF A GRAVELED DRIVE AND 2.0
 LH1118'FEET SOUTHWEST OF A TREE.  IT IS A 6 INCH SQUARE CONCRETE POST
 LH1118'PROJECTING 4 INCHES AND HAS THE LETTERS U.S.C.S. 1902 IN ITS TOP
 LH1118'WITH A SMALL HOLE AT THE CENTER OF THE POST.
 LH1118
 LH1118                          STATION RECOVERY (1998)
 LH1118
 LH1118'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (JFP)
 LH1118'NOT RECOVERED. CHANGED AREA AND REFERENCE POINT NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1114 ***********************************************************************
 LH1114  DESIGNATION -  HASTINGS NAVAL ORD DEPOT TANK
 LH1114  PID         -  LH1114
 LH1114  STATE/COUNTY-  NE/ADAMS
 LH1114  USGS QUAD   -  HASTINGS EAST (1983)
 LH1114
 LH1114                         *CURRENT SURVEY CONTROL
 LH1114  ___________________________________________________________________
 LH1114* NAD 83(1995)-  40 34 55.12236(N)    098 20 20.45365(W)     ADJUSTED  
 LH1114* NAVD 88     -                                                        
 LH1114  ___________________________________________________________________
 LH1114  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 LH1114  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 LH1114
 LH1114  HORZ ORDER  -  THIRD
 LH1114
 LH1114.The horizontal coordinates were established by classical geodetic methods
 LH1114.and adjusted by the National Geodetic Survey in August 1997..
 LH1114
 LH1114
 LH1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1114
 LH1114.The geoid height was determined by GEOID03.
 LH1114
 LH1114;                    North         East     Units Scale Factor Converg.
 LH1114;SPC NE       -    84,472.320   640,587.922   MT  0.99978747   +1 06 02.6
 LH1114;UTM  14      - 4,492,564.303   555,939.775   MT  0.99963852   +0 25 48.0
 LH1114
 LH1114                          SUPERSEDED SURVEY CONTROL
 LH1114
 LH1114  NAD 83(1986)-  40 34 55.12982(N)    098 20 20.45324(W) AD(       ) 4
 LH1114  NAD 27      -  40 34 55.07500(N)    098 20 19.25100(W) AD(       ) 3
 LH1114
 LH1114.Superseded values are not recommended for survey control.
 LH1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1114.See file dsdata.txt to determine how the superseded data were derived.
 LH1114
 LH1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5594092564(NAD 83)
 LH1114_MARKER: 53 = ELEVATED TANK
 LH1114_SETTING: 0 = UNSPECIFIED SETTING
 LH1114
 LH1114  HISTORY     - Date     Condition        Report By
 LH1114  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1114  HISTORY     - 1964     GOOD             CGS
 LH1114
 LH1114                          STATION DESCRIPTION
 LH1114
 LH1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1114'THE STATION IS LOCATED 0.4 MILE WEST OF THE MAIN GATE OF THE HASTINGS
 LH1114'NAVAL ORDNANCE DEPOT AND 150 FEET SOUTH OF U.S. HIGHWAY 6.  IT IS
 LH1114'A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK AND HAS AN OVERALL
 LH1114'HEIGHT OF 100 FEET.
 LH1114'
 LH1114'THE POINT OBSERVED WAS THE APEX OF THE ROOF OF TANK.
 LH1114
 LH1114                          STATION RECOVERY (1964)
 LH1114
 LH1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 LH1114'THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1117 ***********************************************************************
 LH1117  DESIGNATION -  HASTINGS NAVAL ORD DEPOT FLAG
 LH1117  PID         -  LH1117
 LH1117  STATE/COUNTY-  NE/ADAMS
 LH1117  USGS QUAD   -  HASTINGS EAST (1983)
 LH1117
 LH1117                         *CURRENT SURVEY CONTROL
 LH1117  ___________________________________________________________________
 LH1117* NAD 83(1995)-  40 34 45.86074(N)    098 19 41.64614(W)     ADJUSTED  
 LH1117* NAVD 88     -                                                        
 LH1117  ___________________________________________________________________
 LH1117  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LH1117  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 LH1117
 LH1117  HORZ ORDER  -  THIRD
 LH1117
 LH1117.The horizontal coordinates were established by classical geodetic methods
 LH1117.and adjusted by the National Geodetic Survey in August 1997..
 LH1117
 LH1117
 LH1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1117
 LH1117.The geoid height was determined by GEOID03.
 LH1117
 LH1117;                    North         East     Units Scale Factor Converg.
 LH1117;SPC NE       -    84,204.335   641,505.753   MT  0.99978818   +1 06 28.3
 LH1117;UTM  14      - 4,492,285.633   556,854.270   MT  0.99963979   +0 26 13.2
 LH1117
 LH1117                          SUPERSEDED SURVEY CONTROL
 LH1117
 LH1117  NAD 83(1986)-  40 34 45.86830(N)    098 19 41.64577(W) AD(       ) 4
 LH1117  NAD 27      -  40 34 45.81300(N)    098 19 40.44500(W) AD(       ) 3
 LH1117
 LH1117.Superseded values are not recommended for survey control.
 LH1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1117.See file dsdata.txt to determine how the superseded data were derived.
 LH1117
 LH1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5685492286(NAD 83)
 LH1117_MARKER: 62 = FLAGPOLE
 LH1117
 LH1117  HISTORY     - Date     Condition        Report By
 LH1117  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1117
 LH1117                          STATION DESCRIPTION
 LH1117
 LH1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1117'THE STATION IS LOCATED 0.1 MILE SOUTHWEST OF THE MAIN GATE AND
 LH1117'JUST EAST OF THE ADMINISTRATION BUILDING OF THE HASTINGS NAVAL
 LH1117'ORDNANCE DEPOT.  IT IS A SINGLE STAFF WITH AN OVERALL HEIGHT
 LH1117'OF 75 FEET.
 LH1117'
 LH1117'THE POINT OBSERVED WAS THE TOP OF THE FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1124 ***********************************************************************
 LH1124  DESIGNATION -  HASTINGS PRESBYTERIAN CH SPIRE
 LH1124  PID         -  LH1124
 LH1124  STATE/COUNTY-  NE/ADAMS
 LH1124  USGS QUAD   -  HASTINGS WEST (1983)
 LH1124
 LH1124                         *CURRENT SURVEY CONTROL
 LH1124  ___________________________________________________________________
 LH1124* NAD 83(1995)-  40 35 22.82625(N)    098 23 29.02332(W)     ADJUSTED  
 LH1124* NAVD 88     -                                                        
 LH1124  ___________________________________________________________________
 LH1124  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 LH1124  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 LH1124
 LH1124  HORZ ORDER  -  THIRD
 LH1124
 LH1124.The horizontal coordinates were established by classical geodetic methods
 LH1124.and adjusted by the National Geodetic Survey in August 1997..
 LH1124
 LH1124
 LH1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1124
 LH1124.The geoid height was determined by GEOID03.
 LH1124
 LH1124;                    North         East     Units Scale Factor Converg.
 LH1124;SPC NE       -    85,242.715   636,138.997   MT  0.99978533   +1 03 57.7
 LH1124;UTM  14      - 4,493,386.573   551,500.838   MT  0.99963265   +0 23 45.6
 LH1124
 LH1124                          SUPERSEDED SURVEY CONTROL
 LH1124
 LH1124  NAD 83(1986)-  40 35 22.83351(N)    098 23 29.02216(W) AD(       ) 4
 LH1124  NAD 27      -  40 35 22.77500(N)    098 23 27.80800(W) AD(       ) 3
 LH1124
 LH1124.Superseded values are not recommended for survey control.
 LH1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1124.See file dsdata.txt to determine how the superseded data were derived.
 LH1124
 LH1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5150193387(NAD 83)
 LH1124_MARKER: 90 = CHURCH SPIRE
 LH1124
 LH1124  HISTORY     - Date     Condition        Report By
 LH1124  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1124
 LH1124                          STATION DESCRIPTION
 LH1124
 LH1124'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1123 ***********************************************************************
 LH1123  DESIGNATION -  HASTINGS RADIO STA KHAS MAST
 LH1123  PID         -  LH1123
 LH1123  STATE/COUNTY-  NE/ADAMS
 LH1123  USGS QUAD   -  HASTINGS WEST (1983)
 LH1123
 LH1123                         *CURRENT SURVEY CONTROL
 LH1123  ___________________________________________________________________
 LH1123* NAD 83(1995)-  40 35 07.58899(N)    098 23 34.24130(W)     ADJUSTED  
 LH1123* NAVD 88     -                                                        
 LH1123  ___________________________________________________________________
 LH1123  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 LH1123  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 LH1123
 LH1123  HORZ ORDER  -  THIRD
 LH1123
 LH1123.The horizontal coordinates were established by classical geodetic methods
 LH1123.and adjusted by the National Geodetic Survey in August 1997..
 LH1123
 LH1123
 LH1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1123
 LH1123.The geoid height was determined by GEOID03.
 LH1123
 LH1123;                    North         East     Units Scale Factor Converg.
 LH1123;SPC NE       -    84,770.605   636,025.077   MT  0.99978650   +1 03 54.2
 LH1123;UTM  14      - 4,492,915.900   551,381.424   MT  0.99963250   +0 23 42.0
 LH1123
 LH1123                          SUPERSEDED SURVEY CONTROL
 LH1123
 LH1123  NAD 83(1986)-  40 35 07.59636(N)    098 23 34.24118(W) AD(       ) 4
 LH1123  NAD 27      -  40 35 07.54100(N)    098 23 33.02900(W) AD(       ) 3
 LH1123
 LH1123.Superseded values are not recommended for survey control.
 LH1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1123.See file dsdata.txt to determine how the superseded data were derived.
 LH1123
 LH1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5138192916(NAD 83)
 LH1123_MARKER: 42 = RADIO/TV MAST
 LH1123
 LH1123  HISTORY     - Date     Condition        Report By
 LH1123  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1123  HISTORY     - 1964     GOOD             CGS
 LH1123
 LH1123                          STATION DESCRIPTION
 LH1123
 LH1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1123'THE STATION IS LOCATED ATOP THE HASTINGS DAILY TRIBUNE BUILDING IN
 LH1123'THE NORTHWEST ANGLE OF THE INTERSECTION OF SECOND STREET AND
 LH1123'BURLINGTON AVENUE.  IT IS A RED AND WHITE TRIANGULAR SHAPED STEEL
 LH1123'STRUCTURE WITH AN OVERALL HEIGHT OF 250 FEET.
 LH1123'
 LH1123'THE POINT OBSERVED WAS A LIGHT AT THE TOP OF THE MAST.
 LH1123
 LH1123                          STATION RECOVERY (1964)
 LH1123
 LH1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 LH1123'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED I IN 1951.
 LH1123'
 LH1123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HASTINGS.
 LH1123'
 LH1123'NOTE.  A NEW MAST HAS BEEN CONSTRUCTED AND IS NOW IN USE BY THE RADIO
 LH1123'STATION.  IT IS ABOUT 1.5 MILES WEST-SOUTHWEST OF THIS TOWER.  THE
 LH1123'OLD TOWER IS TO BE LEASED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1126 ***********************************************************************
 LH1126  DESIGNATION -  HASTINGS SCHOOLHOUSE DOME POLE
 LH1126  PID         -  LH1126
 LH1126  STATE/COUNTY-  NE/ADAMS
 LH1126  USGS QUAD   -  HASTINGS WEST (1983)
 LH1126
 LH1126                         *CURRENT SURVEY CONTROL
 LH1126  ___________________________________________________________________
 LH1126* NAD 83(1995)-  40 35 34.78551(N)    098 23 21.62874(W)     ADJUSTED  
 LH1126* NAVD 88     -                                                        
 LH1126  ___________________________________________________________________
 LH1126  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 LH1126  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 LH1126
 LH1126  HORZ ORDER  -  THIRD
 LH1126
 LH1126.The horizontal coordinates were established by classical geodetic methods
 LH1126.and adjusted by the National Geodetic Survey in August 1997..
 LH1126
 LH1126
 LH1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1126
 LH1126.The geoid height was determined by GEOID03.
 LH1126
 LH1126;                    North         East     Units Scale Factor Converg.
 LH1126;SPC NE       -    85,614.705   636,305.944   MT  0.99978442   +1 04 02.6
 LH1126;UTM  14      - 4,493,756.529   551,672.098   MT  0.99963286   +0 23 50.5
 LH1126
 LH1126                          SUPERSEDED SURVEY CONTROL
 LH1126
 LH1126  NAD 83(1986)-  40 35 34.79277(N)    098 23 21.62760(W) AD(       ) 4
 LH1126  NAD 27      -  40 35 34.73700(N)    098 23 20.42000(W) AD(       ) 3
 LH1126
 LH1126.Superseded values are not recommended for survey control.
 LH1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1126.See file dsdata.txt to determine how the superseded data were derived.
 LH1126
 LH1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5167293757(NAD 83)
 LH1126_MARKER: 87 = DOME
 LH1126
 LH1126  HISTORY     - Date     Condition        Report By
 LH1126  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1126
 LH1126                          STATION DESCRIPTION
 LH1126
 LH1126'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1115 ***********************************************************************
 LH1115  DESIGNATION -  HASTINGS ST POLICE RADIO MAST
 LH1115  PID         -  LH1115
 LH1115  STATE/COUNTY-  NE/ADAMS
 LH1115  USGS QUAD   -  HASTINGS EAST (1983)
 LH1115
 LH1115                         *CURRENT SURVEY CONTROL
 LH1115  ___________________________________________________________________
 LH1115* NAD 83(1995)-  40 35 13.47706(N)    098 21 48.41430(W)     ADJUSTED  
 LH1115* NAVD 88     -                                                        
 LH1115  ___________________________________________________________________
 LH1115  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 LH1115  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 LH1115
 LH1115  HORZ ORDER  -  THIRD
 LH1115
 LH1115.The horizontal coordinates were established by classical geodetic methods
 LH1115.and adjusted by the National Geodetic Survey in August 1997..
 LH1115
 LH1115
 LH1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1115
 LH1115.The geoid height was determined by GEOID03.
 LH1115
 LH1115;                    North         East     Units Scale Factor Converg.
 LH1115;SPC NE       -    84,998.830   638,509.373   MT  0.99978605   +1 05 04.3
 LH1115;UTM  14      - 4,493,115.020   553,867.841   MT  0.99963572   +0 24 50.9
 LH1115
 LH1115                          SUPERSEDED SURVEY CONTROL
 LH1115
 LH1115  NAD 83(1986)-  40 35 13.48456(N)    098 21 48.41418(W) AD(       ) 4
 LH1115  NAD 27      -  40 35 13.42900(N)    098 21 47.20700(W) AD(       ) 3
 LH1115
 LH1115.Superseded values are not recommended for survey control.
 LH1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1115.See file dsdata.txt to determine how the superseded data were derived.
 LH1115
 LH1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5386893115(NAD 83)
 LH1115_MARKER: 42 = RADIO/TV MAST
 LH1115
 LH1115  HISTORY     - Date     Condition        Report By
 LH1115  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1115
 LH1115                          STATION DESCRIPTION
 LH1115
 LH1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1115'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF TOWN, 200 FEET EAST
 LH1115'OF THE EAST END OF THIRD STREET.  IT IS A RED AND WHITE TRIANGULAR
 LH1115'SHAPED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 150 FEET.
 LH1115'
 LH1115'THE POINT OBSERVED WAS A LIGHT ON TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1121 ***********************************************************************
 LH1121  DESIGNATION -  HASTINGS STANDPIPE
 LH1121  PID         -  LH1121
 LH1121  STATE/COUNTY-  NE/ADAMS
 LH1121  USGS QUAD   -  HASTINGS WEST (1983)
 LH1121
 LH1121                         *CURRENT SURVEY CONTROL
 LH1121  ___________________________________________________________________
 LH1121* NAD 83(1995)-  40 35 54.18720(N)    098 23 20.43655(W)     ADJUSTED  
 LH1121* NAVD 88     -                                                        
 LH1121  ___________________________________________________________________
 LH1121  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 LH1121  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 LH1121
 LH1121  HORZ ORDER  -  THIRD
 LH1121
 LH1121.The horizontal coordinates were established by classical geodetic methods
 LH1121.and adjusted by the National Geodetic Survey in August 1997..
 LH1121
 LH1121
 LH1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1121
 LH1121.The geoid height was determined by GEOID03.
 LH1121
 LH1121;                    North         East     Units Scale Factor Converg.
 LH1121;SPC NE       -    86,213.461   636,322.818   MT  0.99978294   +1 04 03.4
 LH1121;UTM  14      - 4,494,354.957   551,695.969   MT  0.99963289   +0 23 51.4
 LH1121
 LH1121                          SUPERSEDED SURVEY CONTROL
 LH1121
 LH1121  NAD 83(1986)-  40 35 54.19450(N)    098 23 20.43543(W) AD(       ) 4
 LH1121  NAD 27      -  40 35 54.14000(N)    098 23 19.20700(W) AD(       ) 3
 LH1121
 LH1121.Superseded values are not recommended for survey control.
 LH1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1121.See file dsdata.txt to determine how the superseded data were derived.
 LH1121
 LH1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5169694355(NAD 83)
 LH1121_MARKER: 52 = STANDPIPE TANK
 LH1121
 LH1121  HISTORY     - Date     Condition        Report By
 LH1121  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1121  HISTORY     - 1935     POOR             CGS
 LH1121
 LH1121                          STATION DESCRIPTION
 LH1121
 LH1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1121'THE STANDPIPE AT HASTINGS HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1131 ***********************************************************************
 LH1131  DESIGNATION -  HASTINGS TV STATION KHAS TOWER
 LH1131  PID         -  LH1131
 LH1131  STATE/COUNTY-  NE/ADAMS
 LH1131  USGS QUAD   -  HASTINGS NW (1974)
 LH1131
 LH1131                         *CURRENT SURVEY CONTROL
 LH1131  ___________________________________________________________________
 LH1131* NAD 83(1995)-  40 38 56.73456(N)    098 23 01.85617(W)     ADJUSTED  
 LH1131* NAVD 88     -                                                        
 LH1131  ___________________________________________________________________
 LH1131  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LH1131  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 LH1131
 LH1131  HORZ ORDER  -  THIRD
 LH1131
 LH1131.The horizontal coordinates were established by classical geodetic methods
 LH1131.and adjusted by the National Geodetic Survey in August 1997..
 LH1131
 LH1131
 LH1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1131
 LH1131.The geoid height was determined by GEOID03.
 LH1131
 LH1131;                    North         East     Units Scale Factor Converg.
 LH1131;SPC NE       -    91,850.276   636,654.284   MT  0.99976946   +1 04 15.7
 LH1131;UTM  14      - 4,499,986.707   552,093.251   MT  0.99963340   +0 24 05.0
 LH1131
 LH1131                          SUPERSEDED SURVEY CONTROL
 LH1131
 LH1131  NAD 83(1986)-  40 38 56.74237(N)    098 23 01.85704(W) AD(       ) 4
 LH1131  NAD 27      -  40 38 56.69100(N)    098 23 00.63800(W) AD(       ) 3
 LH1131
 LH1131.Superseded values are not recommended for survey control.
 LH1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1131.See file dsdata.txt to determine how the superseded data were derived.
 LH1131
 LH1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5209399987(NAD 83)
 LH1131_MARKER: 43 = RADIO/TV TOWER
 LH1131
 LH1131  HISTORY     - Date     Condition        Report By
 LH1131  HISTORY     - 1959     FIRST OBSERVED   CGS
 LH1131  HISTORY     - 1961     GOOD             CGS
 LH1131  HISTORY     - 1964     GOOD             CGS
 LH1131  HISTORY     - 1976     GOOD             NGS
 LH1131
 LH1131                          STATION DESCRIPTION
 LH1131
 LH1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1131'STATION IS LOCATED 4 MILES NORTH OF THE CENTER OF HASTINGS ON U.S.
 LH1131'HIGHWAY 34.  IT IS STRUCTURAL STEEL MAST, PAINTED RED AND
 LH1131'WHITE WITH A RED LIGHT ON THE TOP.  IT IS 750 FEET HIGH.  THE
 LH1131'RED LIGHT ON TOP OF THE MAST WAS INTERSECTED.
 LH1131
 LH1131                          STATION RECOVERY (1961)
 LH1131
 LH1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WEW)
 LH1131'THE STATION IS LOCATED ABOUT 4.4 MILES NORTH AND 0.4 OF A MILE EAST
 LH1131'OF THE COURT HOUSE IN HASTINGS IN THE SOUTHEAST CORNER OF THE NE 1/4
 LH1131'OF SECTION 24, T8N R10W.
 LH1131'
 LH1131'TO REACH THE STATION FROM THE COURT HOUSE, PROCEED WEST FOR
 LH1131'APPROXIMATELY 0.2 OF A MILE TO THE INTERSECTION WITH HIGHWAY NO.
 LH1131'281, TURN RIGHT, (NORTH) AND PROCEED ALONG THE HIGHWAY FOR 4.6 MILES
 LH1131'TO THE TOWER ON THE LEFT.
 LH1131'
 LH1131'THE LIGHT ON THE TOP OF THE TOWER WAS USED FOR THE SIGHT.
 LH1131
 LH1131                          STATION RECOVERY (1964)
 LH1131
 LH1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 LH1131'THE STATION WAS RECOVERED.
 LH1131
 LH1131                          STATION RECOVERY (1976)
 LH1131
 LH1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 LH1131'THIS STATION WAS RECOVERED IN GOOD CONDITION.
 LH1131'
 LH1131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 LH1131'HASTINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4134 ***********************************************************************
 AB4134  CBN         -  This is a Cooperative Base Network Control Station.
 AB4134  DESIGNATION -  HAUPTMAN RESET
 AB4134  PID         -  AB4134
 AB4134  STATE/COUNTY-  NE/NEMAHA
 AB4134  USGS QUAD   -  PAUL (1966)
 AB4134
 AB4134                         *CURRENT SURVEY CONTROL
 AB4134  ___________________________________________________________________
 AB4134* NAD 83(1995)-  40 31 22.43647(N)    095 54 49.44270(W)     ADJUSTED  
 AB4134* NAVD 88     -       360.1    (meters)    1181.     (feet)  GPS OBS   
 AB4134  ___________________________________________________________________
 AB4134  X           -    -500,260.150 (meters)                     COMP
 AB4134  Y           -  -4,829,594.871 (meters)                     COMP
 AB4134  Z           -   4,122,508.097 (meters)                     COMP
 AB4134  LAPLACE CORR-          -7.51  (seconds)                    DEFLEC99
 AB4134  ELLIP HEIGHT-         330.85  (meters)          (07/10/01) GPS OBS
 AB4134  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 AB4134
 AB4134  HORZ ORDER  -  B
 AB4134  ELLP ORDER  -  FOURTH    CLASS I
 AB4134
 AB4134.The horizontal coordinates were established by GPS observations
 AB4134.and adjusted by the National Geodetic Survey in June 1996..
 AB4134
 AB4134.The orthometric height was determined by GPS observations and a
 AB4134.high-resolution geoid model.
 AB4134
 AB4134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4134
 AB4134.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4134
 AB4134.The ellipsoidal height was determined by GPS observations
 AB4134.and is referenced to NAD 83.
 AB4134
 AB4134.The geoid height was determined by GEOID03.
 AB4134
 AB4134;                    North         East     Units Scale Factor Converg.
 AB4134;SPC NE       -    84,742.300   846,069.226   MT  0.99980443   +2 42 28.6
 AB4134;UTM  15      - 4,489,876.305   253,175.281   MT  1.00034997   -1 53 39.0
 AB4134
 AB4134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4134!SPC NE       -   0.99994810  x   0.99980443  =   0.99975254
 AB4134!UTM  15      -   0.99994810  x   1.00034997  =   1.00029805
 AB4134
 AB4134|---------------------------------------------------------------------|
 AB4134| PID    Reference Object                     Distance      Geod. Az  |
 AB4134|                                                           dddmmss.s |
 AB4134| LF1415 HAUPTMAN RM 3                        18.029 METERS 00730     |
 AB4134| CL7057 HAUPTMAN RM 1                        55.497 METERS 03718     |
 AB4134| CL7059 HAUPTMAN RM 4                        21.098 METERS 08815     |
 AB4134| LF1367 PERU MUNICIPAL TANK                 APPROX.16.1 KM 1091616.5 |
 AB4134| LF1394 HICKORY GROVE LUTHERAN CHURCH       APPROX.16.3 KM 1855200.0 |
 AB4134| LF1393 JOHNSON MUNICIPAL TANK              APPROX.14.1 KM 2101245.7 |
 AB4134| LF1392 BROCK MUNICIPAL TANK                APPROX. 6.6 KM 2160553.7 |
 AB4134| CL7058 HAUPTMAN RM 2                        25.726 METERS 27007     |
 AB4134| LF1416 HAUPTMAN AZ MK 2                    APPROX. 1.5 KM 2705854.2 |
 AB4134| CL7056 HAUPTMAN AZ MK                                     2722707.9 |
 AB4134|---------------------------------------------------------------------|
 AB4134
 AB4134                          SUPERSEDED SURVEY CONTROL
 AB4134
 AB4134  ELLIP H (06/25/96)  331.00   (m)                       GP(       ) 1 1
 AB4134  NAD 83(1986)-  40 31 22.44233(N)    095 54 49.43864(W) AD(       ) 1
 AB4134
 AB4134.Superseded values are not recommended for survey control.
 AB4134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4134.See file dsdata.txt to determine how the superseded data were derived.
 AB4134
 AB4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5317589876(NAD 83)
 AB4134_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4134_STAMPING: HAUPTMAN 1934 1993
 AB4134_MARK LOGO: NGS   
 AB4134_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB4134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4134+STABILITY: SURFACE MOTION
 AB4134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4134+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 AB4134
 AB4134  HISTORY     - Date     Condition        Report By
 AB4134  HISTORY     - 1993     MONUMENTED       NGS
 AB4134  HISTORY     - 20000601 GOOD             NEDR
 AB4134
 AB4134                          STATION DESCRIPTION
 AB4134
 AB4134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 AB4134'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE ROAD
 AB4134'S64A, ABOUT 10.0 MI (16.1 KM) SOUTH FROM NEBRASKA CITY, GO WEST ON
 AB4134'ROAD S64A AND A GRAVELED COUNTY ROAD, PASSING THROUGH THE VILLAGE OF
 AB4134'JULIAN, FOR 2.85 MI (4.59 KM) TO THE CREST OF A RIDGE AND THE STATION
 AB4134'ON THE LEFT, ON THE SOUTH RIGHT-OF-WAY OF THE COUNTY ROAD AND IN THE
 AB4134'NW1/4, SEC1, T6N, R13E.  THE DISK IS SET INTO THE TOP OF A ROUND
 AB4134'CONCRETE MONUMENT THAT PROJECTS ABOUT 0.1 FT (3.0 CM) ABOVE THE
 AB4134'GROUND.  IT IS 69.30 FT (21.12 M) WEST FROM REFERENCE MARK 4, 59.13 FT
 AB4134'(18.02 M) SOUTH-SOUTHWEST FROM REFERENCE MARK 3, 32.5 FT (9.9 M) SOUTH
 AB4134'FROM THE CENTERLINE OF THE ROAD, WHICH IS THE COUNTY LINE BETWEEN
 AB4134'NEMAHA AND OTOE COUNTIES, 18.0 FT (5.5 M) WEST FROM THE CENTERLINE OF
 AB4134'A FIELD ENTRANCE AND 2.1 FT (0.6 M) NORTH FROM A WITNESS POST.  THIS
 AB4134'MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK OF THE OLD--HAUPTMAN
 AB4134'RESET--MARK, USING AN OPTICAL PLUMMETT.  THE CONCRETE OF THE OLD MARK
 AB4134'HAD DETERIORATED BADLY.
 AB4134
 AB4134                          STATION RECOVERY (2000)
 AB4134
 AB4134'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4134'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1764 ***********************************************************************
 NM1764  DESIGNATION -  HAVEKOST
 NM1764  PID         -  NM1764
 NM1764  STATE/COUNTY-  NE/CEDAR
 NM1764  USGS QUAD   -  BELDEN (1971)
 NM1764
 NM1764                         *CURRENT SURVEY CONTROL
 NM1764  ___________________________________________________________________
 NM1764* NAD 83(1995)-  42 28 35.11284(N)    097 12 39.62590(W)     ADJUSTED  
 NM1764* NAVD 88     -       503.     (meters)    1650.     (feet)  SCALED    
 NM1764  ___________________________________________________________________
 NM1764  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 NM1764  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 NM1764
 NM1764  HORZ ORDER  -  FIRST
 NM1764
 NM1764.The horizontal coordinates were established by classical geodetic methods
 NM1764.and adjusted by the National Geodetic Survey in August 1997..
 NM1764
 NM1764.The orthometric height was scaled from a topographic map.
 NM1764
 NM1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1764
 NM1764.The geoid height was determined by GEOID03.
 NM1764
 NM1764;                    North         East     Units Scale Factor Converg.
 NM1764;SPC NE       -   297,162.133   729,253.449   MT  0.99980222   +1 50 53.7
 NM1764;UTM  14      - 4,704,225.384   647,051.984   MT  0.99986606   +1 12 29.9
 NM1764
 NM1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1764!SPC NE       -   0.99992506  x   0.99980222  =   0.99972730
 NM1764!UTM  14      -   0.99992506  x   0.99986606  =   0.99979113
 NM1764
 NM1764:                Primary Azimuth Mark                     Grid Az
 NM1764:SPC NE       -  COLERIDGE MUNICIPAL TANK                 001 05 02.3
 NM1764:UTM  14      -  COLERIDGE MUNICIPAL TANK                 001 43 26.1
 NM1764
 NM1764|---------------------------------------------------------------------|
 NM1764| PID    Reference Object                     Distance      Geod. Az  |
 NM1764|                                                           dddmmss.s |
 NM1764| NM1748 COLERIDGE MUNICIPAL TANK            APPROX. 3.2 KM 0025556.0 |
 NM1764| CO3655 HAVEKOST AZ MK                                     0722459.6 |
 NM1764|---------------------------------------------------------------------|
 NM1764
 NM1764                          SUPERSEDED SURVEY CONTROL
 NM1764
 NM1764  NAD 83(1986)-  42 28 35.11964(N)    097 12 39.61980(W) AD(       ) 1
 NM1764  NAD 27      -  42 28 35.11900(N)    097 12 38.42900(W) AD(       ) 1
 NM1764
 NM1764.Superseded values are not recommended for survey control.
 NM1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1764.See file dsdata.txt to determine how the superseded data were derived.
 NM1764
 NM1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4705204225(NAD 83)
 NM1764_MARKER: DS = TRIANGULATION STATION DISK
 NM1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1764_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1764
 NM1764  HISTORY     - Date     Condition        Report By
 NM1764  HISTORY     - 1935     MONUMENTED       CGS
 NM1764  HISTORY     - 1940     SEE DESCRIPTION  CGS
 NM1764
 NM1764                          STATION DESCRIPTION
 NM1764
 NM1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1764'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC. 21, T. 29 N.,
 NM1764'R. 2 E, ABOUT 2 MILES SOUTH OF COLERIDGE, ON A RIDGE, THE
 NM1764'HIGHEST GROUND IN THE VICINITY.
 NM1764'
 NM1764'TO REACH FROM THE RAILROAD STATION IN COLERIDGE, GO WEST FOR
 NM1764'0.45 MILE, TURN LEFT (SOUTH), GO 2.1 MILES TO TOP OF RIDGE
 NM1764'AND ALSO STATION ON LEFT (EAST).  MARK IS 26 FEET EAST OF
 NM1764'CENTERLINE OF ROAD, 1 FOOT WEST OF FENCE, AND IS FLUSH WITH
 NM1764'GROUND.
 NM1764'
 NM1764'REFERENCE MARK NO. 1 IS NORTH OF STATION, 25 FEET EAST OF
 NM1764'CENTERLINE OF ROAD, 3 FEET WEST OF FENCE, AND PROJECTS 6
 NM1764'INCHES.  NOTE 11B.
 NM1764'
 NM1764'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 25 FEET WEST
 NM1764'OF CENTERLINE OF ROAD, 2 FEET EAST OF FENCE, AND PROJECTS 6
 NM1764'INCHES.  NOTE 11B.
 NM1764'
 NM1764'AZIMUTH MARK IS EAST BY NORTH OF STATION.  TO REACH, GO SOUTH
 NM1764'FOR 0.6 MILE, TURN LEFT (EAST), GO 1.0 MILE.  TURN LEFT (NORTH),
 NM1764'GO 1.0 MILE, TURN RIGHT (EAST) GO 0.2 MILE TO TOP OF RIDGE AND MARK
 NM1764'ON RIGHT (SOUTH).  MARK IS 24 FEET SOUTH OF CENTERLINE OF ROAD,
 NM1764'3 FEET NORTH OF FENCE, AND PROJECTS 4 INCHES.
 NM1764'
 NM1764'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 NM1764
 NM1764                          STATION RECOVERY (1940)
 NM1764
 NM1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1764'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE DISCREPANCY IN
 NM1764'THE MEASUREMENT TO REFERENCE MARK NO. 2, LISTED BELOW.
 NM1764'
 NM1764'STATION* AND REFERENCE MARKS WILL BE DESTROYED IN THE NEAR
 NM1764'FUTURE BY HIGHWAY CONSTRUCTION SO IT WAS NOT OCCUPIED.  A NEW
 NM1764'STATION HAVEKOST 2 1940, WAS ESTABLISHED NEAR THE ORIGINAL
 NM1764'STATION.
 NM1764'
 NM1764'*MEMORANDUM WITH FIELD COMPUTATIONS--THE OLD STATION MARK WAS
 NM1764'REMOVED AFTER THE TIE WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1763 ***********************************************************************
 NM1763  DESIGNATION -  HAVEKOST 2
 NM1763  PID         -  NM1763
 NM1763  STATE/COUNTY-  NE/CEDAR
 NM1763  USGS QUAD   -  BELDEN (1971)
 NM1763
 NM1763                         *CURRENT SURVEY CONTROL
 NM1763  ___________________________________________________________________
 NM1763* NAD 83(1995)-  42 28 35.06511(N)    097 12 39.33244(W)     ADJUSTED  
 NM1763* NAVD 88     -       503.     (meters)    1650.     (feet)  SCALED    
 NM1763  ___________________________________________________________________
 NM1763  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 NM1763  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 NM1763
 NM1763  HORZ ORDER  -  FIRST
 NM1763
 NM1763.The horizontal coordinates were established by classical geodetic methods
 NM1763.and adjusted by the National Geodetic Survey in August 1997..
 NM1763
 NM1763.The orthometric height was scaled from a topographic map.
 NM1763
 NM1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1763
 NM1763.The geoid height was determined by GEOID03.
 NM1763
 NM1763;                    North         East     Units Scale Factor Converg.
 NM1763;SPC NE       -   297,160.877   729,260.194   MT  0.99980222   +1 50 53.9
 NM1763;UTM  14      - 4,704,224.053   647,058.716   MT  0.99986608   +1 12 30.1
 NM1763
 NM1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1763!SPC NE       -   0.99992506  x   0.99980222  =   0.99972730
 NM1763!UTM  14      -   0.99992506  x   0.99986608  =   0.99979115
 NM1763
 NM1763:                Primary Azimuth Mark                     Grid Az
 NM1763:SPC NE       -  COLERIDGE MUNICIPAL TANK                 000 57 46.5
 NM1763:UTM  14      -  COLERIDGE MUNICIPAL TANK                 001 36 10.3
 NM1763
 NM1763|---------------------------------------------------------------------|
 NM1763| PID    Reference Object                     Distance      Geod. Az  |
 NM1763|                                                           dddmmss.s |
 NM1763| NM1748 COLERIDGE MUNICIPAL TANK            APPROX. 3.2 KM 0024840.4 |
 NM1763| CO3656 HAVEKOST 2 AZ MK                                   0721908.6 |
 NM1763| NM1758 LAUREL STANDPIPE                    APPROX.11.5 KM 1193621.6 |
 NM1763| NM1762 BELDEN MUNICIPAL STANDPIPE          APPROX. 7.3 KM 1793845.2 |
 NM1763| CO3658 HAVEKOST 2 RM 4                                    25613     |
 NM1763| NM1764 HAVEKOST                              6.863 METERS 28224     |
 NM1763| CO3657 HAVEKOST 2 RM 3                      15.634 METERS 35708     |
 NM1763|---------------------------------------------------------------------|
 NM1763
 NM1763                          SUPERSEDED SURVEY CONTROL
 NM1763
 NM1763  NAD 83(1986)-  42 28 35.07190(N)    097 12 39.32628(W) AD(       ) 1
 NM1763  NAD 27      -  42 28 35.07100(N)    097 12 38.13600(W) AD(       ) 1
 NM1763
 NM1763.Superseded values are not recommended for survey control.
 NM1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1763.See file dsdata.txt to determine how the superseded data were derived.
 NM1763
 NM1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4705904224(NAD 83)
 NM1763_MARKER: DS = TRIANGULATION STATION DISK
 NM1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1763
 NM1763  HISTORY     - Date     Condition        Report By
 NM1763  HISTORY     - 1940     MONUMENTED       CGS
 NM1763
 NM1763                          STATION DESCRIPTION
 NM1763
 NM1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1763'STATION HAVEKOST 2 (1940) IS ABOUT 2 MILES SOUTH OF COLERIDGE
 NM1763'ON A HIGH RIDGE, IN THE NORTHWEST QUARTER SEC. 21, T. 29 N., R. 2 E.
 NM1763'
 NM1763'TO REACH FROM BELDEN RAILROAD DEPOT, GO WEST ON U.S. HIGHWAY 20
 NM1763'FOR 0.3 MILE AND TURN RIGHT (NORTH) ONTO SIDE ROAD, GO 4.35
 NM1763'MILES TO TOP OF RIDGE AND STATION IN FIELD ON RIGHT SIDE OF ROAD.
 NM1763'
 NM1763'STATION MARK IS 50 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD,
 NM1763'21 FEET EAST OF RIGHT-OF-WAY FENCE ON THE WEST SIDE OF A CULTIVATED
 NM1763'FIELD, 3 FEET SOUTH OF WHITE REFERENCE POST, IS STAMPED
 NM1763'HAVEKOST 2 1940, AND PROJECTS 6 INCHES.  UNDERGROUND MARK
 NM1763'36 INCHES BELOW SURFACE.
 NM1763'
 NM1763'REFERENCE MARK NO. 3 IS 47 FEET EAST OF CENTERLINE OF ROAD,
 NM1763'18 FEET EAST OF NORTH-SOUTH FENCE, ABOUT LEVEL WITH STATION,
 NM1763'IS STAMPED HAVEKOST 2 1940 NO. 3, AND PROJECTS 6 INCHES.
 NM1763'
 NM1763'REFERENCE MARK NO. 4 IS ACROSS ROAD FROM STATION, ABOUT 18
 NM1763'INCHES HIGHER IN ELEVATION, 44 FEET WEST OF CENTERLINE OF ROAD,
 NM1763'IS STAMPED HAVEKOST 2 1940 NO. 4, AND PROJECTS 6 INCHES.
 NM1763'
 NM1763'AZIMUTH MARK IS 1.3 MILES EAST-NORTHEAST OF STATION, ON COUNTY
 NM1763'ROAD RIGHT-OF-WAY, EAST-WEST ROAD, AT TOP OF HILL, 24 FEET
 NM1763'SOUTH OF CENTERLINE OF ROAD, 3 FEET NORTH OF EAST-WEST RIGHT-OF-WAY
 NM1763'FENCE, IS A STANDARD REFERENCE-MARK DISK, STAMPED HAVEKOST AZI.
 NM1763'1935, AND PROJECTS 6 INCHES.  TO REACH FROM STATION, GO SOUTH
 NM1763'0.6 MILE AND TURN LEFT (EAST), GO 1.0 MILE AND TURN LEFT
 NM1763'(NORTH), GO 1.0 MILE AND TURN RIGHT (EAST), GO 0.2 MILE TO
 NM1763'AZIMUTH MARK ON SOUTH SIDE OF ROAD AT TOP OF RIDGE.
 NM1763'AZIMUTH MARK IS 3 FEET WEST OF WHITE REFERENCE POST.
 NM1763'
 NM1763'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NM1763'AS DESCRIBED.
 NM1763'
 NM1763'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0678 ***********************************************************************
 NP0678  DESIGNATION -  HAWK
 NP0678  PID         -  NP0678
 NP0678  STATE/COUNTY-  NE/DAWES
 NP0678  USGS QUAD   -  SAND CANYON WEST (1966)
 NP0678
 NP0678                         *CURRENT SURVEY CONTROL
 NP0678  ___________________________________________________________________
 NP0678* NAD 83(1995)-  42 35 55.29144(N)    102 52 51.22099(W)     ADJUSTED  
 NP0678* NAVD 88     -      1291.56   (+/-2cm)    4237.4    (feet)  VERTCON   
 NP0678  ___________________________________________________________________
 NP0678  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 NP0678  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 NP0678
 NP0678  HORZ ORDER  -  FIRST
 NP0678  VERT ORDER  -  THIRD ? (See Below)
 NP0678
 NP0678.The horizontal coordinates were established by classical geodetic methods
 NP0678.and adjusted by the National Geodetic Survey in August 1997..
 NP0678
 NP0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0678.The vertical order pertains to the NGVD 29 superseded value.
 NP0678
 NP0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0678
 NP0678.The geoid height was determined by GEOID03.
 NP0678
 NP0678;                    North         East     Units Scale Factor Converg.
 NP0678;SPC NE       -   310,982.278   263,647.440   MT  0.99984082   -1 54 33.0
 NP0678;UTM  13      - 4,718,428.366   673,847.991   MT  0.99997185   +1 26 04.9
 NP0678
 NP0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0678!SPC NE       -   0.99980032  x   0.99984082  =   0.99964117
 NP0678!UTM  13      -   0.99980032  x   0.99997185  =   0.99977217
 NP0678
 NP0678:                Primary Azimuth Mark                     Grid Az
 NP0678:SPC NE       -  BRICKNER                                 014 54 21.4
 NP0678:UTM  13      -  BRICKNER                                 011 33 43.5
 NP0678
 NP0678|---------------------------------------------------------------------|
 NP0678| PID    Reference Object                     Distance      Geod. Az  |
 NP0678|                                                           dddmmss.s |
 NP0678| NP0677 BRICKNER                            APPROX.13.6 KM 0125948.4 |
 NP0678| CQ3915 HAWK RM 1                            35.464 METERS 01944     |
 NP0678| NP0670 HAYSPRINGS CONG CHURCH STEEPLE      APPROX.18.3 KM 0575134.3 |
 NP0678| NP0672 HAYSPRINGS MUNICIPAL TANK           APPROX.18.6 KM 0575232.6 |
 NP0678| NP0673 HAYSPRINGS HS BLDG CHIMNEY          APPROX.18.7 KM 0580033.9 |
 NP0678| NP0671 HAYSPRINGS METH CHURCH STEEPLE      APPROX.18.4 KM 0581148.6 |
 NP0678| NP0669 HAY SPRINGS TV STA KDUH TOWER       APPROX.16.2 KM 0684214.1 |
 NP0678| CQ3916 HAWK RM 2                            50.816 METERS 15615     |
 NP0678| CQ3914 HAWK AZ MK                                         2620416.2 |
 NP0678|---------------------------------------------------------------------|
 NP0678
 NP0678                          SUPERSEDED SURVEY CONTROL
 NP0678
 NP0678  NAD 83(1995)-  42 35 55.29092(N)    102 52 51.22194(W) AD(       ) 1
 NP0678  NAD 83(1986)-  42 35 55.28454(N)    102 52 51.21454(W) AD(       ) 1
 NP0678  NAD 27      -  42 35 55.40000(N)    102 52 49.58500(W) AD(       ) 1
 NP0678  NGVD 29 (07/19/86) 1290.95   (m)         4235.4    (f) LEVELING    3  
 NP0678
 NP0678.Superseded values are not recommended for survey control.
 NP0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0678.See file dsdata.txt to determine how the superseded data were derived.
 NP0678
 NP0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH7384818428(NAD 83)
 NP0678_MARKER: DS = TRIANGULATION STATION DISK
 NP0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0678
 NP0678  HISTORY     - Date     Condition        Report By
 NP0678  HISTORY     - 1934     MONUMENTED       CGS
 NP0678  HISTORY     - 1968     GOOD             CGS
 NP0678  HISTORY     - 1974     GOOD             LOCSUR
 NP0678
 NP0678                          STATION DESCRIPTION
 NP0678
 NP0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0678'THIS STATION IS ABOUT 18 MILES SE OF CHADRON ON THE HIGHEST
 NP0678'HILL IN THE VICINITY.  THERE IS A SMALL GROVE OF TREES ON THE S
 NP0678'SLOPE OF THIS HILL.  THERE IS A WHITE SCHOOL HOUSE 1/2 MILE E OF
 NP0678'THE STATION.
 NP0678'
 NP0678'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0678'DISKS SET IN CONCRETE.
 NP0678'
 NP0678'REFERENCE MARK NO. 1 IS NNE AND NO. 2 IS S OF THE STATION.
 NP0678'
 NP0678'AZIMUTH MARK IS ABOUT 0.8 MILE WSW OF THE STATION, 39 FEET N
 NP0678'OF THE CENTER OF THE ROAD, AND ABOUT 50 YARDS W OF A CURVE IN
 NP0678'THE ROAD.
 NP0678'
 NP0678'THE STATION IS REACHED FROM THE ENTRANCE TO THE CHADRON STATE
 NP0678'PARK BY GOING S ON STATE HIGHWAY 19, 4.2 MILES.  TURN E ON A
 NP0678'SECTION-LINE ROAD AND GO 1.0 MILE.  TURN S AND GO 2.0 MILES,
 NP0678'TURN E AND GO 1.0 MILE, TURN S AND GO 1.0 MILE.  THEN KEEPING
 NP0678'THE MAIN ROAD, GO E 1 MILE, S, 0.8 MILE, E 0.5 MILE, S 0.3 MILE,
 NP0678'E 0.5 MILE, A TOTAL OF 3.1 MILES.  CONTINUE E ON A TRAIL 0.6
 NP0678'MILE TO THE TOP OF THE HILL.  TURN N AND GO ABOUT 0.1 MILE TO
 NP0678'THE STATION.
 NP0678'
 NP0678'A 4-FOOT STAND WAS ERECTED.
 NP0678
 NP0678                          STATION RECOVERY (1968)
 NP0678
 NP0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRB)
 NP0678'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 NP0678'AS DESCRIBED.  AZIMUTH MARK DESTROYED.
 NP0678'
 NP0678'OLD DESCRIPTION IS ADEQUATE.
 NP0678'
 NP0678'STANDARD BRACED TRIPOD USED.
 NP0678
 NP0678                          STATION RECOVERY (1974)
 NP0678
 NP0678'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (JL)
 NP0678'STATION RECOVERED BY CHADRON STATE COLLEGE
 NP0678'
 NP0678'HAWK 1934-EXCELLENT
 NP0678'
 NP0678'THE HAWK REFERENCE MARKERS ARE IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0491 ***********************************************************************
 MM0491  DESIGNATION -  HAWKINS
 MM0491  PID         -  MM0491
 MM0491  STATE/COUNTY-  NE/ARTHUR
 MM0491  USGS QUAD   -  VELMA SW (1986)
 MM0491
 MM0491                         *CURRENT SURVEY CONTROL
 MM0491  ___________________________________________________________________
 MM0491* NAD 83(1995)-  41 32 48.73655(N)    101 53 08.72015(W)     ADJUSTED  
 MM0491* NAVD 88     -      1230.     (meters)    4035.     (feet)  SCALED    
 MM0491  ___________________________________________________________________
 MM0491  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 MM0491  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 MM0491
 MM0491  HORZ ORDER  -  FIRST
 MM0491
 MM0491.The horizontal coordinates were established by classical geodetic methods
 MM0491.and adjusted by the National Geodetic Survey in August 1997..
 MM0491
 MM0491.The orthometric height was scaled from a topographic map.
 MM0491
 MM0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0491
 MM0491.The geoid height was determined by GEOID03.
 MM0491
 MM0491;                    North         East     Units Scale Factor Converg.
 MM0491;SPC NE       -   191,961.215   342,726.361   MT  0.99965885   -1 14 58.9
 MM0491;UTM  14      - 4,603,489.741   259,308.171   MT  1.00031299   -1 54 53.4
 MM0491
 MM0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0491!SPC NE       -   0.99981035  x   0.99965885  =   0.99946927
 MM0491!UTM  14      -   0.99981035  x   1.00031299  =   1.00012328
 MM0491
 MM0491:                Primary Azimuth Mark                     Grid Az
 MM0491:SPC NE       -  HAWKINS AZ MK                            003 53 07.7
 MM0491:UTM  14      -  HAWKINS AZ MK                            004 33 02.2
 MM0491
 MM0491|---------------------------------------------------------------------|
 MM0491| PID    Reference Object                     Distance      Geod. Az  |
 MM0491|                                                           dddmmss.s |
 MM0491| CP8191 HAWKINS AZ MK                                      0023808.8 |
 MM0491| CP8192 HAWKINS RM 1                         12.992 METERS 05057     |
 MM0491| CP8193 HAWKINS RM 2                         16.721 METERS 14129     |
 MM0491|---------------------------------------------------------------------|
 MM0491
 MM0491                          SUPERSEDED SURVEY CONTROL
 MM0491
 MM0491  NAD 83(1986)-  41 32 48.73674(N)    101 53 08.72449(W) AD(       ) 1
 MM0491  NAD 27      -  41 32 48.78800(N)    101 53 07.07200(W) AD(       ) 1
 MM0491
 MM0491.Superseded values are not recommended for survey control.
 MM0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0491.See file dsdata.txt to determine how the superseded data were derived.
 MM0491
 MM0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM5930803490(NAD 83)
 MM0491_MARKER: DS = TRIANGULATION STATION DISK
 MM0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0491
 MM0491  HISTORY     - Date     Condition        Report By
 MM0491  HISTORY     - 1946     MONUMENTED       CGS
 MM0491  HISTORY     - 1970     SEE DESCRIPTION  USGS
 MM0491
 MM0491                          STATION DESCRIPTION
 MM0491
 MM0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0491'THE STATION IS ABOUT 10 MILES WEST-SOUTHWEST OF ARTHUR AND ON
 MM0491'THE SUMMIT OF A HIGH PROMINENT SAND HILL AND IS IN THE WEST
 MM0491'HALF OF SECTION 12, T 18 N, R 40 W.  IT PROJECTS 7 INCHES
 MM0491'AND IS STAMPED HAWKINS 1946.
 MM0491'
 MM0491'REFERENCE MARK NO. 1 IS ABOUT 5 FEET BELOW STATION ELEVATION.
 MM0491'IT PROJECTS 5 INCHES AND IS STAMPED HAWKINS NO 1 1946.
 MM0491'
 MM0491'REFERENCE MARK NO. 2 IS ABOUT 10 FEET BELOW STATION ELEVATION.
 MM0491'IT PROJECTS 6 INCHES AND IS STAMPED HAWKINS NO 2 1946.
 MM0491'
 MM0491'AZIMUTH MARK IS 300 YARDS EAST OF A FENCE CORNER 3.5 FEET
 MM0491'WEST OF A 4 X 4 INCH WITNESS POST, AND 24 INCHES NORTH OF AN
 MM0491'EAST-WEST FENCE LINE.  IT IS A STANDARD U.S.C. AND G.S. DISK
 MM0491'BRAZED TO THE TOP OF A 3 INCH SOIL PIPE THAT PROJECTS 9 INCHES
 MM0491'AND IS STAMPED HAWKINS 1946.
 MM0491'
 MM0491'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO NORTH
 MM0491'ON THE MAIN STREET FOR 0.15 MILE TO A CROSS STREET.  TURN LEFT,
 MM0491'WEST, AND FOLLOW MAIN ROAD UP HILL FOR 1.1 MILE TO A FORK
 MM0491'AFTER CROSSING A CATTLE GUARD.  KEEP LEFT FORK, MAIN ROAD,
 MM0491'AND GO 2.4 MILES TO A RANCH HOUSE ON THE LEFT.  CONTINUE ON
 MM0491'THE MAIN ROAD FOR 0.4 MILE TO A FORK.  TAKE LEFT FORK AND GO
 MM0491'0.55 MILE TO A RANCH HOUSE ON THE LEFT.  CONTINUE ON MAIN ROAD
 MM0491'FOR 1.1 MILE TO A FORK.  TAKE RIGHT FORK AND GO 0.85 MILE TO
 MM0491'A FORK.  TAKE LEFT FORK AND GO 0.05 MILE TO AN UNUSED CATTLE
 MM0491'GUARD.  CONTINUE FOR 1.7 MILES, FOLLOWING MAIN TRAVELED
 MM0491'ROAD, TO THE HOME OF MR. V.F. HAWKINS ON THE RIGHT.  GO
 MM0491'BETWEEN THE HOUSE AND THE AIRPLANE HANGER AND FOLLOW THE
 MM0491'MAIN ROAD DOWN THE VALLEY, SOUTH, FOR 1.0 MILE TO A CATTLE
 MM0491'GUARD.  PASS OVER CATTLE GUARD AND TURN RIGHT, WEST, AND
 MM0491'PASS OVER ANOTHER CATTLE GUARD AND CONTINUE FOR 0.2
 MM0491'MILE TO A RANCH HOUSE ON THE RIGHT.  CONTINUE, WEST, ON
 MM0491'THE MAIN TRACK ROAD, WHICH FOLLOWS ALONG THE SOUTH SIDE OF AN
 MM0491'EAST-WEST FENCE LINE MOST OF THE WAY, FOR 2.7 MILES TO A WIRE
 MM0491'GATE AND A WINDMILL ABOUT 100 YARDS TO THE RIGHT.  PASS
 MM0491'THROUGH GATE AND CONTINUE, WEST, ON TRACK ROAD FOR 0.55 MILE
 MM0491'TO THE TOP OF A SADDLE AND AT THE POINT WHERE A WINDMILL
 MM0491'BECOMES VISIBLE IN THE VALLEY TO THE WEST.  TURN LEFT,
 MM0491'SOUTH, LEAVING TRACK ROAD AND GO CROSS-COUNTRY FOR 0.35
 MM0491'MILE TO AN EAST-WEST FENCE LINE.* LET DOWN FENCE AND GO 0.2
 MM0491'MILE SOUTHWEST TO A NORTH-SOUTH FENCE LINE.  THEN DRIVE
 MM0491'SOUTHEAST FOR 0.35 MILE TO THE BASE OF HILL AND ETT..  FROM
 MM0491'HERE PACK SOUTH TO THE SUMMIT OF HILL AND THE STATION AS
 MM0491'DESCRIBED, ABOUT 75 YARDS FROM ETT.
 MM0491'
 MM0491'*AZIMUTH MARK IS IN FENCE LINE MENTIONED ABOVE AND AS DESCRIBED
 MM0491'IN BODY OF DESCRIPTION.
 MM0491
 MM0491                          STATION RECOVERY (1970)
 MM0491
 MM0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (DLH)
 MM0491'THE STATION MARK AND THE SUBSURFACE MARK WERE FOUND DESTROYED -
 MM0491'ERODED OUT BY THE WIND.  THEY ARE AT THE BOTTOM OF A SAND PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0674 ***********************************************************************
 NP0674  DESIGNATION -  HAY
 NP0674  PID         -  NP0674
 NP0674  STATE/COUNTY-  NE/SHERIDAN
 NP0674  USGS QUAD   -  HAY SPRINGS (1966)
 NP0674
 NP0674                         *CURRENT SURVEY CONTROL
 NP0674  ___________________________________________________________________
 NP0674* NAD 83(1995)-  42 41 08.21649(N)    102 40 43.47503(W)     ADJUSTED  
 NP0674* NAVD 88     -      1190.2    (meters)    3905.     (feet)  VERTCON   
 NP0674  ___________________________________________________________________
 NP0674  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 NP0674  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 NP0674
 NP0674  HORZ ORDER  -  SECOND
 NP0674
 NP0674.The horizontal coordinates were established by classical geodetic methods
 NP0674.and adjusted by the National Geodetic Survey in August 1997..
 NP0674
 NP0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0674
 NP0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0674
 NP0674.The geoid height was determined by GEOID03.
 NP0674
 NP0674;                    North         East     Units Scale Factor Converg.
 NP0674;SPC NE       -   320,098.987   280,525.812   MT  0.99987106   -1 46 30.7
 NP0674;UTM  13      - 4,728,516.353   690,167.866   MT  1.00004494   +1 34 27.2
 NP0674
 NP0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0674!SPC NE       -   0.99981619  x   0.99987106  =   0.99968728
 NP0674!UTM  13      -   0.99981619  x   1.00004494  =   0.99986113
 NP0674
 NP0674|---------------------------------------------------------------------|
 NP0674| PID    Reference Object                     Distance      Geod. Az  |
 NP0674|                                                           dddmmss.s |
 NP0674| CQ3926 HAY RM 1                             17.852 METERS 08150     |
 NP0674| NP0669 HAY SPRINGS TV STA KDUH TOWER       APPROX. 4.1 KM 2015227.0 |
 NP0674| CQ3927 HAY RM 2                             17.677 METERS 27941     |
 NP0674|---------------------------------------------------------------------|
 NP0674
 NP0674                          SUPERSEDED SURVEY CONTROL
 NP0674
 NP0674  NAD 83(1995)-  42 41 08.21465(N)    102 40 43.47643(W) AD(       ) 2
 NP0674  NAD 83(1986)-  42 41 08.20849(N)    102 40 43.47020(W) AD(       ) 2
 NP0674  NAD 27      -  42 41 08.29360(N)    102 40 41.82736(W) AD(       ) 2
 NP0674  NGVD 29 (07/19/86) 1189.7    (m)         3903.     (f) VERT ANG       
 NP0674
 NP0674.Superseded values are not recommended for survey control.
 NP0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0674.See file dsdata.txt to determine how the superseded data were derived.
 NP0674
 NP0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH9016828516(NAD 83)
 NP0674_MARKER: DD = SURVEY DISK
 NP0674_SETTING: 0 = UNSPECIFIED SETTING
 NP0674
 NP0674  HISTORY     - Date     Condition        Report By
 NP0674  HISTORY     - 1968     MONUMENTED       USGS
 NP0674
 NP0674                          STATION DESCRIPTION
 NP0674
 NP0674'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0674'THE STATION IS ABOUT 0.5 MI ENE. OF HAY SPRINGS, NEAR THE E.
 NP0674'SIXTEENTH COR. BETWEEN SECS. 2 AND 11, T. 31 N., R. 46 W.,
 NP0674'ON LAND OWNED BY VERNON TOOF.  47 FT S. CENTER OF E.-W. RD.
 NP0674'
 NP0674'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 20 AND STATE
 NP0674'HWY. 87 S., NEAR HAY SPRINGS GO E. ON U.S. HWY. 20 AND STATE
 NP0674'HWY. 87 0.5 MI TO CROSSROADS TURN LEFT (N.) AND GO 0.4 MI
 NP0674'TO CROSSROADS, TURN RIGHT (E.) AND GO 0.3 MI TO KNOLL AND
 NP0674'STATION ON RIGHT (S.)
 NP0674'
 NP0674'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0674'COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0674'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET HAY
 NP0674'1968, STATION IS 47 FT S. OF THE CENTER OF E.-W. RD. AND 14
 NP0674'FT S. OF E.-W. FENCE, 14 FT S. OF USGS WITNESS POST, THE
 NP0674'STATION IS FLUSH WITH THE GROUND.
 NP0674'
 NP0674'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0674'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN.
 NP0674'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  IT IS ENE.
 NP0674'OF THE STATION, 38 FT S. OF THE CENTER OF E.-W. RD. AND 5
 NP0674'FT S. OF E.-W. FENCE.  STAMPED HAY NO 1 1968, MARK IS FLUSH
 NP0674'WITH THE GROUND.
 NP0674'
 NP0674'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0674'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN.
 NP0674'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  IT IS WNW.
 NP0674'OF THE STATION, 37 FT S. OF THE CENTER OF E.-W. RD. AND 4
 NP0674'FT S. OF E.-W. FENCE, STAMPED HAY NO 2 1968 MARK IS FLUSH
 NP0674'WITH THE GROUND.
 NP0674'
 NP0674'AZIMUTH MARK, KDUH TV TOWER, NEAR THE CENTER OF THE SE.
 NP0674'QUARTER OF THE NE. QUARTER OF SEC. 22, T. 31 N., R. 46 W.
 NP0674'
 NP0674'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0669 ***********************************************************************
 NP0669  DESIGNATION -  HAY SPRINGS TV STA KDUH TOWER
 NP0669  PID         -  NP0669
 NP0669  STATE/COUNTY-  NE/SHERIDAN
 NP0669  USGS QUAD   -  HAY SPRINGS (1966)
 NP0669
 NP0669                         *CURRENT SURVEY CONTROL
 NP0669  ___________________________________________________________________
 NP0669* NAD 83(1995)-  42 39 04.86370(N)    102 41 50.56090(W)     ADJUSTED  
 NP0669* NAVD 88     -                                                        
 NP0669  ___________________________________________________________________
 NP0669  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 NP0669  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 NP0669
 NP0669  HORZ ORDER  -  THIRD
 NP0669
 NP0669.The horizontal coordinates were established by classical geodetic methods
 NP0669.and adjusted by the National Geodetic Survey in August 1997..
 NP0669
 NP0669
 NP0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0669
 NP0669.The geoid height was determined by GEOID03.
 NP0669
 NP0669;                    North         East     Units Scale Factor Converg.
 NP0669;SPC NE       -   316,342.488   278,880.793   MT  0.99985886   -1 47 15.2
 NP0669;UTM  13      - 4,724,669.497   688,744.836   MT  1.00003831   +1 33 38.0
 NP0669
 NP0669                          SUPERSEDED SURVEY CONTROL
 NP0669
 NP0669  NAD 83(1995)-  42 39 04.86257(N)    102 41 50.56226(W) AD(       ) 4
 NP0669  NAD 83(1986)-  42 39 04.85601(N)    102 41 50.55531(W) AD(       ) 4
 NP0669  NAD 27      -  42 39 04.95284(N)    102 41 48.90062(W) AD(       ) 3
 NP0669
 NP0669.Superseded values are not recommended for survey control.
 NP0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0669.See file dsdata.txt to determine how the superseded data were derived.
 NP0669
 NP0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8874524669(NAD 83)
 NP0669_MARKER: 43 = RADIO/TV TOWER
 NP0669
 NP0669  HISTORY     - Date     Condition        Report By
 NP0669  HISTORY     - 1968     FIRST OBSERVED   USGS
 NP0669
 NP0669                          STATION DESCRIPTION
 NP0669
 NP0669'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0669'TOWER IS LOCATED ABOUT 2.5 MI S. OF HAY SPRINGS, NEAR CENTER
 NP0669'OF SE. QUARTER OF THE NE. QUARTER OF SEC. 22, T. 31 N., R. 46 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0670 ***********************************************************************
 NP0670  DESIGNATION -  HAYSPRINGS CONG CHURCH STEEPLE
 NP0670  PID         -  NP0670
 NP0670  STATE/COUNTY-  NE/SHERIDAN
 NP0670  USGS QUAD   -  HAY SPRINGS (1966)
 NP0670
 NP0670                         *CURRENT SURVEY CONTROL
 NP0670  ___________________________________________________________________
 NP0670* NAD 83(1995)-  42 41 10.98804(N)    102 41 28.92098(W)     ADJUSTED  
 NP0670* NAVD 88     -                                                        
 NP0670  ___________________________________________________________________
 NP0670  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 NP0670  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 NP0670
 NP0670  HORZ ORDER  -  THIRD
 NP0670
 NP0670.The horizontal coordinates were established by classical geodetic methods
 NP0670.and adjusted by the National Geodetic Survey in August 1997..
 NP0670
 NP0670
 NP0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0670
 NP0670.The geoid height was determined by GEOID03.
 NP0670
 NP0670;                    North         East     Units Scale Factor Converg.
 NP0670;SPC NE       -   320,216.578   279,494.510   MT  0.99987134   -1 47 00.8
 NP0670;UTM  13      - 4,728,573.501   689,131.278   MT  1.00004010   +1 33 56.5
 NP0670
 NP0670                          SUPERSEDED SURVEY CONTROL
 NP0670
 NP0670  NAD 83(1995)-  42 41 10.98681(N)    102 41 28.92341(W) AD(       ) 4
 NP0670  NAD 83(1986)-  42 41 10.97864(N)    102 41 28.91298(W) AD(       ) 4
 NP0670  NAD 27      -  42 41 11.08000(N)    102 41 27.33000(W) AD(       ) 3
 NP0670
 NP0670.Superseded values are not recommended for survey control.
 NP0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0670.See file dsdata.txt to determine how the superseded data were derived.
 NP0670
 NP0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8913128574(NAD 83)
 NP0670
 NP0670  HISTORY     - Date     Condition        Report By
 NP0670  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0670
 NP0670                          STATION DESCRIPTION
 NP0670
 NP0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0670'THIS IS A RECTANGULAR FRAME BUILDING ABOUT 40 BY 60 FEET,
 NP0670'PAINTED WHITE, WITH AN UNPAINTED SHINGLE ROOF.
 NP0670'
 NP0670'IT HAS A STEEPLE ON ITS FRONT, SURMOUNTED BY A WEATHER VANE,
 NP0670'AND IS SITUATED ON THE NE CORNER OF INTERSECTION OF U.S.
 NP0670'HIGHWAY 20, AND MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0673 ***********************************************************************
 NP0673  DESIGNATION -  HAYSPRINGS HS BLDG CHIMNEY
 NP0673  PID         -  NP0673
 NP0673  STATE/COUNTY-  NE/SHERIDAN
 NP0673  USGS QUAD   -  HAY SPRINGS (1966)
 NP0673
 NP0673                         *CURRENT SURVEY CONTROL
 NP0673  ___________________________________________________________________
 NP0673* NAD 83(1995)-  42 41 15.19298(N)    102 41 15.75641(W)     ADJUSTED  
 NP0673* NAVD 88     -                                                        
 NP0673  ___________________________________________________________________
 NP0673  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 NP0673  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 NP0673
 NP0673  HORZ ORDER  -  THIRD
 NP0673
 NP0673.The horizontal coordinates were established by classical geodetic methods
 NP0673.and adjusted by the National Geodetic Survey in August 1997..
 NP0673
 NP0673
 NP0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0673
 NP0673.The geoid height was determined by GEOID03.
 NP0673
 NP0673;                    North         East     Units Scale Factor Converg.
 NP0673;SPC NE       -   320,336.932   279,798.052   MT  0.99987176   -1 46 52.1
 NP0673;UTM  13      - 4,728,711.407   689,427.320   MT  1.00004148   +1 34 05.5
 NP0673
 NP0673                          SUPERSEDED SURVEY CONTROL
 NP0673
 NP0673  NAD 83(1995)-  42 41 15.19174(N)    102 41 15.75888(W) AD(       ) 4
 NP0673  NAD 83(1986)-  42 41 15.18357(N)    102 41 15.74834(W) AD(       ) 4
 NP0673  NAD 27      -  42 41 15.29000(N)    102 41 14.17000(W) AD(       ) 3
 NP0673
 NP0673.Superseded values are not recommended for survey control.
 NP0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0673.See file dsdata.txt to determine how the superseded data were derived.
 NP0673
 NP0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8942728711(NAD 83)
 NP0673_MARKER: 85 = CHIMNEY
 NP0673
 NP0673  HISTORY     - Date     Condition        Report By
 NP0673  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0673
 NP0673                          STATION DESCRIPTION
 NP0673
 NP0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0673'THIS IS A THREE-STORY BROWN BRICK BUILDING, APPROXIMATELY 80
 NP0673'FEET SQUARE.  IT HAS A FLAT ROOF AND ONE CHIMNEY IN THE NE
 NP0673'CORNER OF BUILDING.
 NP0673'
 NP0673'IT IS SITUATED ON A HILL AT THE N END OF BAKER STREET, ONE
 NP0673'BLOCK N OF U.S. HIGHWAY 20.  DIRECTLY N OF IT IS ANOTHER RED
 NP0673'BRICK SCHOOL BUILDING WITH A CUPOLA ON ITS FRONT.  THIS BUILDING
 NP0673'IS ABOUT 50 FEET SQUARE AND IS THREE STORIES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0671 ***********************************************************************
 NP0671  DESIGNATION -  HAYSPRINGS METH CHURCH STEEPLE
 NP0671  PID         -  NP0671
 NP0671  STATE/COUNTY-  NE/SHERIDAN
 NP0671  USGS QUAD   -  HAY SPRINGS (1966)
 NP0671
 NP0671                         *CURRENT SURVEY CONTROL
 NP0671  ___________________________________________________________________
 NP0671* NAD 83(1995)-  42 41 08.56336(N)    102 41 25.21350(W)     ADJUSTED  
 NP0671* NAVD 88     -                                                        
 NP0671  ___________________________________________________________________
 NP0671  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 NP0671  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 NP0671
 NP0671  HORZ ORDER  -  THIRD
 NP0671
 NP0671.The horizontal coordinates were established by classical geodetic methods
 NP0671.and adjusted by the National Geodetic Survey in August 1997..
 NP0671
 NP0671
 NP0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0671
 NP0671.The geoid height was determined by GEOID03.
 NP0671
 NP0671;                    North         East     Units Scale Factor Converg.
 NP0671;SPC NE       -   320,139.179   279,576.532   MT  0.99987110   -1 46 58.4
 NP0671;UTM  13      - 4,728,501.013   689,217.696   MT  1.00004050   +1 33 58.9
 NP0671
 NP0671                          SUPERSEDED SURVEY CONTROL
 NP0671
 NP0671  NAD 83(1995)-  42 41 08.56214(N)    102 41 25.21595(W) AD(       ) 4
 NP0671  NAD 83(1986)-  42 41 08.55395(N)    102 41 25.20551(W) AD(       ) 4
 NP0671  NAD 27      -  42 41 08.66000(N)    102 41 23.62000(W) AD(       ) 3
 NP0671
 NP0671.Superseded values are not recommended for survey control.
 NP0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0671.See file dsdata.txt to determine how the superseded data were derived.
 NP0671
 NP0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8921828501(NAD 83)
 NP0671
 NP0671  HISTORY     - Date     Condition        Report By
 NP0671  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0671
 NP0671                          STATION DESCRIPTION
 NP0671
 NP0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0671'THIS IS A RECTANGULAR FRAME BUILDING ABOUT 30 BY 60 FEET,
 NP0671'AND IS PAINTED GRAY, AND HAS A SHINGLED UNPAINTED ROOF, AND
 NP0671'A SLIM STEEPLE ON ITS FRONT.  ON THE STEEPLE IS A WEATHER VANE
 NP0671'WHICH RESEMBLES A CROSS.
 NP0671'
 NP0671'IT IS LOCATED ON THE W SIDE OF BAKER STREET, ABOUT 200 FEET
 NP0671'S OF INTERSECTION OF U.S. HIGHWAY 20 AND BAKER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0672 ***********************************************************************
 NP0672  DESIGNATION -  HAYSPRINGS MUNICIPAL TANK
 NP0672  PID         -  NP0672
 NP0672  STATE/COUNTY-  NE/SHERIDAN
 NP0672  USGS QUAD   -  HAY SPRINGS (1966)
 NP0672
 NP0672                         *CURRENT SURVEY CONTROL
 NP0672  ___________________________________________________________________
 NP0672* NAD 83(1995)-  42 41 15.34126(N)    102 41 19.04600(W)     ADJUSTED  
 NP0672* NAVD 88     -                                                        
 NP0672  ___________________________________________________________________
 NP0672  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 NP0672  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 NP0672
 NP0672  HORZ ORDER  -  THIRD
 NP0672
 NP0672.The horizontal coordinates were established by classical geodetic methods
 NP0672.and adjusted by the National Geodetic Survey in August 1997..
 NP0672
 NP0672
 NP0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0672
 NP0672.The geoid height was determined by GEOID03.
 NP0672
 NP0672;                    North         East     Units Scale Factor Converg.
 NP0672;SPC NE       -   320,343.833   279,723.354   MT  0.99987178   -1 46 54.3
 NP0672;UTM  13      - 4,728,713.932   689,352.333   MT  1.00004113   +1 34 03.3
 NP0672
 NP0672                          SUPERSEDED SURVEY CONTROL
 NP0672
 NP0672  NAD 83(1995)-  42 41 15.34002(N)    102 41 19.04846(W) AD(       ) 4
 NP0672  NAD 83(1986)-  42 41 15.33186(N)    102 41 19.03794(W) AD(       ) 4
 NP0672  NAD 27      -  42 41 15.44000(N)    102 41 17.46000(W) AD(       ) 3
 NP0672
 NP0672.Superseded values are not recommended for survey control.
 NP0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0672.See file dsdata.txt to determine how the superseded data were derived.
 NP0672
 NP0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8935228714(NAD 83)
 NP0672_MARKER: 53 = ELEVATED TANK
 NP0672
 NP0672  HISTORY     - Date     Condition        Report By
 NP0672  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0672
 NP0672                          STATION DESCRIPTION
 NP0672
 NP0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0672'THIS IS A BLACK STEEL TANK, SUPPORTED BY A STEEL GIRDER TOWER
 NP0672'ALSO PAINTED BLACK.  ITS OVER-ALL HEIGHT IS APPROXIMATELY 75
 NP0672'FEET, AND ITS CAPACITY IS 30,000 GALLONS.  IT HAS A CONICAL TOP
 NP0672'AND BOTTOM AND A STAND PIPE RUNS FROM IT TO THE GROUND.
 NP0672'
 NP0672'THIS TANK IS LOCATED ON A HILL AT THE N END OF BAKER STREET
 NP0672'AND 300 FEET W OF THE HIGH SCHOOL BUILDING.
 NP0672'
 NP0672'THE FINIAL OF THIS TANK IS THE POINT CUT IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0826 ***********************************************************************
 NN0826  FBN         -  This is a Federal Base Network Control Station.
 NN0826  PACS        -  This is a Primary Airport Control Station.
 NN0826  DESIGNATION -  HAYSTACK
 NN0826  PID         -  NN0826
 NN0826  STATE/COUNTY-  NE/ROCK
 NN0826  USGS QUAD   -  BASSETT (1954)
 NN0826
 NN0826                         *CURRENT SURVEY CONTROL
 NN0826  ___________________________________________________________________
 NN0826* NAD 83(1995)-  42 34 26.28630(N)    099 34 22.06313(W)     ADJUSTED  
 NN0826* NAVD 88     -       714.39   (meters)    2343.8    (feet)  GPS OBS   
 NN0826  ___________________________________________________________________
 NN0826  X           -    -782,379.379 (meters)                     COMP
 NN0826  Y           -  -4,639,099.260 (meters)                     COMP
 NN0826  Z           -   4,293,236.754 (meters)                     COMP
 NN0826  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 NN0826  ELLIP HEIGHT-         691.21  (meters)          (07/10/01) GPS OBS
 NN0826  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 NN0826
 NN0826  HORZ ORDER  -  B
 NN0826  ELLP ORDER  -  FOURTH    CLASS I
 NN0826
 NN0826.This mark is at Rock County Airport (RBE)
 NN0826
 NN0826.The horizontal coordinates were established by GPS observations
 NN0826.and adjusted by the National Geodetic Survey in June 1996..
 NN0826
 NN0826.The orthometric height was determined by GPS observations and a
 NN0826.high-resolution geoid model.
 NN0826
 NN0826.GPS derived orthometric heights for airport stations designated as
 NN0826.PACS or SACS are published to 2 decimal places.  This maintains
 NN0826.centimeter relative accuracy between the PACS and SACS.  It does
 NN0826.not indicate centimeter accuracy relative to other marks which are
 NN0826.part of the NAVD 88 network.
 NN0826
 NN0826.Photographs are available for this station.
 NN0826
 NN0826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0826
 NN0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0826
 NN0826.The ellipsoidal height was determined by GPS observations
 NN0826.and is referenced to NAD 83.
 NN0826
 NN0826.The geoid height was determined by GEOID03.
 NN0826
 NN0826;                    North         East     Units Scale Factor Converg.
 NN0826;SPC NE       -   304,384.815   535,068.371   MT  0.99983264   +0 16 59.2
 NN0826;UTM  14      - 4,713,665.455   452,991.069   MT  0.99962719   -0 23 15.1
 NN0826
 NN0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0826!SPC NE       -   0.99989161  x   0.99983264  =   0.99972427
 NN0826!UTM  14      -   0.99989161  x   0.99962719  =   0.99951884
 NN0826
 NN0826:                Primary Azimuth Mark                     Grid Az
 NN0826:SPC NE       -  HAYSTACK AZ MK                           140 44 20.8
 NN0826:UTM  14      -  HAYSTACK AZ MK                           141 24 35.1
 NN0826
 NN0826|---------------------------------------------------------------------|
 NN0826| PID    Reference Object                     Distance      Geod. Az  |
 NN0826|                                                           dddmmss.s |
 NN0826| NN0827 HAYSTACK AZ MK                      APPROX. 0.8 KM 1410120.0 |
 NN0826|---------------------------------------------------------------------|
 NN0826
 NN0826                          SUPERSEDED SURVEY CONTROL
 NN0826
 NN0826  ELLIP H (06/25/96)  691.26   (m)                       GP(       ) 1 1
 NN0826  NAD 83(1986)-  42 34 26.29212(N)    099 34 22.07758(W) AD(       ) 1
 NN0826  NGVD 29 (02/23/90)  714.1    (m)         2343.     (f) GPS OBS        
 NN0826
 NN0826.Superseded values are not recommended for survey control.
 NN0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0826.See file dsdata.txt to determine how the superseded data were derived.
 NN0826
 NN0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5299113665(NAD 83)
 NN0826_MARKER: F = FLANGE-ENCASED ROD
 NN0826_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NN0826_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NN0826_STAMPING: HAYSTACK 1989
 NN0826_MARK LOGO: NGS   
 NN0826_PROJECTION: FLUSH
 NN0826_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0826+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2000
 NN0826_ROD/PIPE-DEPTH: 19.5 meters
 NN0826_SLEEVE-DEPTH  : 1.0 meters
 NN0826
 NN0826  HISTORY     - Date     Condition        Report By
 NN0826  HISTORY     - 1989     MONUMENTED       NGS
 NN0826  HISTORY     - 19890615 GOOD             NGS
 NN0826  HISTORY     - 19950704 GOOD             NGS
 NN0826  HISTORY     - 19980721 GOOD             NEDR
 NN0826  HISTORY     - 20000510 GOOD             NGS
 NN0826
 NN0826                          STATION DESCRIPTION
 NN0826
 NN0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NN0826'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) WEST OF BASSETT, 24 KM
 NN0826'(14.90 MI) EAST OF AINSWORTH, AT THE BASSETT/ROCK COUNTY AIRPORT, AT
 NN0826'THE JUNCTION OF A TAXIWAY AND CONCRETE RUNWAY 13-31.  OWNERSHIP--ROCK
 NN0826'COUNTY AIRPORT AUTHORITY, BOX 10, BASSETT, NEBRASKA 68714.  AIRPORT
 NN0826'MANAGER IS BILL AUSTIN, TELEPHONE 402-684-3445 OR 684-3967.
 NN0826'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20, 183 SOUTH
 NN0826'AND STATE HIGHWAY 7 NORTH, GO WESTERLY ON US HIGHWAY 20 FOR 3.0 KM
 NN0826'(1.85 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO
 NN0826'SOUTH-SOUTHWEST ON A GRAVEL ROAD TO A GATE AT A BRICK HANGAR.  PASS
 NN0826'THROUGH THE GATE AND CONTINUE AHEAD TO A CONCRETE TAXIWAY.  TURN RIGHT
 NN0826'AND GO ALONG THE TAXIWAY TO THE JUNCTION WITH CONCRETE RUNWAY 13-31
 NN0826'AND THE STATION ON THE LEFT.
 NN0826'THE STATION IS SET 20.7 M (67.9 FT) NORTHEAST OF THE CONCRETE RUNWAY
 NN0826'CENTERLINE, 16.2 M (53.1 FT) SOUTHEAST OF THE TAXIWAY CENTERLINE, 5.6
 NN0826'M (18.4 FT) NORTH-NORTHWEST OF TAXIWAY LIGHT 50 AND 4.9 M (16.1 FT)
 NN0826'SOUTH OF TAXIWAY LIGHT 49.
 NN0826'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NN0826'DESCRIBED BY R.D.BALL.
 NN0826
 NN0826                          STATION RECOVERY (1989)
 NN0826
 NN0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NN0826'THE STATION IS LOCATED AT THE ROCK COUNTY AIRPORT NEAR RUNWAY END 13.
 NN0826'IT IS 384 FT (117.0 M) SOUTHEAST OF RUNWAY END 13, 53.1 FT (16.2 M)
 NN0826'SOUTHEAST OF THE CENTERLINE OF THE SECOND TAXIWAY FROM THE RUNWAY END,
 NN0826'30.4 FT (9.3 M) NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY AND 26.6
 NN0826'FT (8.1 M) EAST OF THE EAST EDGE OF THE INSIDE OF THE CURVE OF THE
 NN0826'PAVEMENT FROM THE RUNWAY TO THE TAXIWAY.  THE STATION IS A NGS
 NN0826'STAINLESS-STEEL ROD SET IN A PVC PIPE WITH A COVER.  THE RIM IS
 NN0826'INSCRIBED HAYSTACK 1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR
 NN0826'HORIZONTAL (NOT VERTICAL) STABILITY.
 NN0826
 NN0826                          STATION RECOVERY (1995)
 NN0826
 NN0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NN0826'THE STATION IS LOCATED ABOUT 14.9 MI (24.0 KM) EAST OF AINSWORTH, 1.8
 NN0826'MI (2.9 KM) WEST OF BASSET, AT THE BASSETT/ROCK COUNTY AIRPORT AND AT
 NN0826'THE JUNCTION OF A TAXIWAY AND RUNWAY 13/31.  OWNERSHIP--ROCK COUNTY
 NN0826'AIRPORT AUTHORITY, BOX 10, BASSETT NE 68714.  AIRPORT MANAGER IS BILL
 NN0826'AUSTIN, PHONE (402) 684-3445 OR 684-3363.  TO REACH THE STATION FROM
 NN0826'THE JUNCTION OF U.S. HIGHWAYS 20, 183 SOUTH AND STATE HIGHWAY 7 NORTH
 NN0826'IN BASSETT, GO WESTERLY ON U.S. HIGHWAY 20/183 FOR 1.85 MI (2.98 KM)
 NN0826'TO A ROAD LEFT, TURN LEFT AND GO SOUTH-SOUTHWEST ON THE GRAVEL AIRPORT
 NN0826'ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE AT A BRICK HANGAR, PASS
 NN0826'THROUGH GATE, TURN RIGHT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.1 MI
 NN0826'(0.2 KM) TO THE RUNWAY AHEAD AND THE STATION ON THE LEFT. THE STATION
 NN0826'IS 67.9 FT (20.7 M) NORTHEAST OF THE RUNWAY CENTER, 53.1 FT (16.2 M)
 NN0826'SOUTHEAST OF THE TAXIWAY CENTER, 29.3 FT (8.9 M) SOUTH-SOUTHEAST OF A
 NN0826'TAXIWAY LIGHT (48), 18.0 FT (5.5 M) NORTH OF A TAXIWAY LIGHT (50) AND
 NN0826'16.1 FT (4.9 M) EAST OF A TAXIWAY LIGHT (49). NOTE--THIS STATION WAS
 NN0826'USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 NN0826
 NN0826                          STATION RECOVERY (1998)
 NN0826
 NN0826'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 NN0826'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1995.  LOCATED AT THE
 NN0826'BASSETT/ROCK COUNTY AIRPORT, AT THE JUNCTION OF A TAXIWAY AND RUNWAY
 NN0826'13/31.  OWNERSHIP-ROCK COUNTY AIRPORT AUTHORITY, BOX 10, BASSETT, NE
 NN0826'68714.  TELEPHONE 402.684.3445 OR 3363.  TO REACH FROM THE JUNCTION OF
 NN0826'U.S.  HIGHWAYS 20 AND 183 SOUTH AND STATE HIGHWAY 7 NORTH, IN BASSETT,
 NN0826'GO WESTERLY ON HIGHWAY 20/183 FOR 1.85 MI (2.98 KM) TO THE AIRPORT
 NN0826'ENTRANCE ON THE LEFT.  TURN LEFT AND GO SOUTH-SOUTHWEST FOR 0.1 MI
 NN0826'(0.2 KM) TO A GATE AT A BRICK HANGER.  PASS THROUGH THE GATE, TURN
 NN0826'RIGHT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO THE
 NN0826'RUNWAY STRAIGHT AHEAD AND THE MARK ON THE LEFT.  STATION IS A
 NN0826'STAINLESS STEEL ROD, OF RECORD DEPTH, THAT IS ENCASED WITHIN A LOGO
 NN0826'CAP.  IT IS 67.9 FT (20.7 M) NORTHEAST OF THE CENTERLINE OF THE
 NN0826'RUNWAY, 53.1 FT (16.2 M) SOUTHEAST OF THE TAXIWAY CENTERLINE, 29.3 FT
 NN0826'(8.9 M) SOUTH-SOUTHEAST OF TAXIWAY LIGHT 48, 18.0 FT (5.5 M) NORTH OF
 NN0826'TAXIWAY LIGHT 50 AND 16.1 FT (4.9 M) EAST OF TAXIWAY LIGHT 49.
 NN0826
 NN0826                          STATION RECOVERY (2000)
 NN0826
 NN0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 NN0826'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0827 ***********************************************************************
 NN0827  SACS        -  This is a Secondary Airport Control Station.
 NN0827  DESIGNATION -  HAYSTACK AZ MK
 NN0827  PID         -  NN0827
 NN0827  STATE/COUNTY-  NE/ROCK
 NN0827  USGS QUAD   -  BASSETT (1954)
 NN0827
 NN0827                         *CURRENT SURVEY CONTROL
 NN0827  ___________________________________________________________________
 NN0827* NAD 83(1995)-  42 34 07.36161(N)    099 34 01.34721(W)     ADJUSTED  
 NN0827* NAVD 88     -       715.14   (meters)    2346.3    (feet)  GPS OBS   
 NN0827  ___________________________________________________________________
 NN0827  X           -    -781,979.210 (meters)                     COMP
 NN0827  Y           -  -4,639,567.956 (meters)                     COMP
 NN0827  Z           -   4,292,807.170 (meters)                     COMP
 NN0827  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 NN0827  ELLIP HEIGHT-         691.96  (meters)          (01/07/02) GPS OBS
 NN0827  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 NN0827
 NN0827  HORZ ORDER  -  FIRST
 NN0827  ELLP ORDER  -  FOURTH    CLASS II
 NN0827
 NN0827.This mark is at Rock County Airport (RBE)
 NN0827
 NN0827.The horizontal coordinates were established by GPS observations
 NN0827.and adjusted by the National Geodetic Survey in September 1997..
 NN0827
 NN0827.The orthometric height was determined by GPS observations and a
 NN0827.high-resolution geoid model.
 NN0827
 NN0827.GPS derived orthometric heights for airport stations designated as
 NN0827.PACS or SACS are published to 2 decimal places.  This maintains
 NN0827.centimeter relative accuracy between the PACS and SACS.  It does
 NN0827.not indicate centimeter accuracy relative to other marks which are
 NN0827.part of the NAVD 88 network.
 NN0827
 NN0827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0827
 NN0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0827
 NN0827.The ellipsoidal height was determined by GPS observations
 NN0827.and is referenced to NAD 83.
 NN0827
 NN0827.The geoid height was determined by GEOID03.
 NN0827
 NN0827;                    North         East     Units Scale Factor Converg.
 NN0827;SPC NE       -   303,803.316   535,543.660   MT  0.99983093   +0 17 12.9
 NN0827;UTM  14      - 4,713,078.553   453,459.424   MT  0.99962665   -0 23 00.9
 NN0827
 NN0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0827!SPC NE       -   0.99989149  x   0.99983093  =   0.99972244
 NN0827!UTM  14      -   0.99989149  x   0.99962665  =   0.99951818
 NN0827
 NN0827:                Primary Azimuth Mark                     Grid Az
 NN0827:SPC NE       -  HAYSTACK                                 320 44 21.1
 NN0827:UTM  14      -  HAYSTACK                                 321 24 34.9
 NN0827
 NN0827|---------------------------------------------------------------------|
 NN0827| PID    Reference Object                     Distance      Geod. Az  |
 NN0827|                                                           dddmmss.s |
 NN0827| NN0826 HAYSTACK                            APPROX. 0.8 KM 3210134.0 |
 NN0827|---------------------------------------------------------------------|
 NN0827
 NN0827                          SUPERSEDED SURVEY CONTROL
 NN0827
 NN0827  ELLIP H (09/18/97)  692.01   (m)                       GP(       ) 4 2
 NN0827  NAD 83(1995)-  42 34 07.36134(N)    099 34 01.34897(W) AD(       ) 3
 NN0827  ELLIP H (08/18/97)  692.01   (m)                       GP(       ) 4 1
 NN0827  NAD 83(1986)-  42 34 07.36741(N)    099 34 01.36195(W) AD(       ) 3
 NN0827  NGVD 29 (02/23/90)  714.9    (m)         2345.     (f) GPS OBS        
 NN0827
 NN0827.Superseded values are not recommended for survey control.
 NN0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0827.See file dsdata.txt to determine how the superseded data were derived.
 NN0827
 NN0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5345913079(NAD 83)
 NN0827_MARKER: I = METAL ROD
 NN0827_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NN0827_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NN0827_STAMPING: HAYSTACK AZ MK 1989
 NN0827_MARK LOGO: NGS   
 NN0827_PROJECTION: FLUSH
 NN0827_MAGNETIC: I = MARKER IS A STEEL ROD
 NN0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0827+SATELLITE: SATELLITE OBSERVATIONS - July 04, 1995
 NN0827_ROD/PIPE-DEPTH: 18.0 meters
 NN0827_SLEEVE-DEPTH  : 1.0 meters
 NN0827
 NN0827  HISTORY     - Date     Condition        Report By
 NN0827  HISTORY     - 1989     MONUMENTED       NGS
 NN0827  HISTORY     - 19890615 GOOD             NGS
 NN0827  HISTORY     - 19950704 GOOD             NGS
 NN0827
 NN0827                          STATION DESCRIPTION
 NN0827
 NN0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NN0827'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) WEST OF BASSETT, 24 KM
 NN0827'(14.90 MI) EAST OF AINSWORTH, AT THE BASSETT/ROCK COUNTY AIRPORT.
 NN0827'OWNERSHIP--ROCK COUNTY AIRPORT AUTHORITY, BOX 10, BASSETT, NEBRASKA
 NN0827'68714.  AIRPORT MANAGER IS BILL AUSTIN, TELEPHONE 402-684-3445 OR
 NN0827'684-3967.
 NN0827'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20, 183 SOUTH
 NN0827'AND STATE HIGHWAY 7 NORTH, GO WESTERLY ON US HIGHWAY 20 FOR 3.0 KM
 NN0827'(1.85 MI) TO THE AIRPORT ON THE LEFT.  TURN LEFT AND GO
 NN0827'SOUTH-SOUTHWEST ON A GRAVEL ROAD TO A GATE AT A BRICK HANGAR.  PASS
 NN0827'THROUGH THE GATE AND CONTINUE AHEAD TO A CONCRETE TAXIWAY.  TURN RIGHT
 NN0827'AND GO ALONG THE TAXIWAY TO THE JUNCTION WITH CONCRETE RUNWAY 13-31.
 NN0827'TURN LEFT AND GO SOUTHEAST ALONG THE NORTHEAST SIDE OF THE RUNWAY FOR
 NN0827'0.75 KM (0.45 MI) TO THE STATION ON THE LEFT.
 NN0827'THE STATION IS SET 30.7 M (100.7 FT) SOUTHEAST OF RUNWAY LIGHT 64,
 NN0827'29.3 M (96.1 FT) NORTHWEST OF RUNWAY LIGHT 65, 17.7 M (58.1 FT)
 NN0827'NORTH-NORTHEAST OF THE RUNWAY CENTERLINE, 0.4 M (1.3 FT)
 NN0827'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 NN0827'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NN0827'DESCRIBED BY R.D.BALL.
 NN0827
 NN0827                          STATION RECOVERY (1989)
 NN0827
 NN0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NN0827'THE STATION IS LOCATED AT THE ROCK COUNTY AIRPORT ALONG THE NORTHEAST
 NN0827'SIDE OF THE RUNWAY 13/31.  IT IS 100.6 FT (30.7 M) SOUTHEAST OF RUNWAY
 NN0827'LIGHT 64 WHICH IS THE TENTH RUNWAY LIGHT NORTHWEST OF RUNWAY END 31 ON
 NN0827'THE NORTHEAST SIDE OF THE RUNWAY, 96.2 FT (29.3 M) NORTHWEST OF RUNWAY
 NN0827'LIGHT 65 WHICH IS THE NINTH RUNWAY LIGHT FROM RUNWAY END 31 AND 20.7
 NN0827'FT (6.3 M) NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY.  THE STATION
 NN0827'IS A NGS STAINLESS-STEEL ROD SET IN A PVC PIPE WITH A COVER.  THE RIM
 NN0827'IS INSCRIBED HAYSTACK AZ MK 1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD
 NN0827'FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 NN0827
 NN0827                          STATION RECOVERY (1995)
 NN0827
 NN0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NN0827'THE STATION IS LOCATED ABOUT 14.9 MI (24.0 KM) EAST OF AINSWORTH, 1.8
 NN0827'MI (2.9 KM) WEST OF BASSET AND AT THE BASSETT/ROCK COUNTY AIRPORT.
 NN0827'OWNERSHIP--ROCK COUNTY AIRPORT AUTHORITY, BOX 10, BASSETT NE 68714.
 NN0827'AIRPORT MANAGER IS BILL AUSTIN, PHONE (402) 684-3445 OR 684-3363.  TO
 NN0827'REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20, 183 SOUTH AND
 NN0827'STATE HIGHWAY 7 NORTH IN BASSETT, GO WESTERLY ON US HIGHWAY 20/183 FOR
 NN0827'1.85 MI (2.98 KM) TO A ROAD LEFT, TURN LEFT AND GO SOUTH SOUTHWEST ON
 NN0827'THE GRAVEL AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE AT A
 NN0827'BRICK HANGAR, PASS THROUGH GATE, TURN RIGHT AND GO SOUTHWEST ON THE
 NN0827'TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT AND GO SOUTHEAST
 NN0827'ON THE RUNWAY FOR 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT.  THE
 NN0827'STATION IS 100.7 FT (30.7 M) SOUTHEAST OF RUNWAY LIGHT (64), 96.1 FT
 NN0827'(29.3 M) NORTH-NORTHWEST OF A RUNWAY LIGHT (65), 58.1 FT (17.7 M)
 NN0827'NORTHEAST OF THE RUNWAY CENTER AND 1.3 FT (0.4 M) SOUTHWEST OF A
 NN0827'WITNESS POST.  THIS STATION TO BE USED AS SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0620 ***********************************************************************
 NP0620  DESIGNATION -  HAZEL
 NP0620  PID         -  NP0620
 NP0620  STATE/COUNTY-  NE/CHERRY
 NP0620  USGS QUAD   -  LOWE VALLEY (1989)
 NP0620
 NP0620                         *CURRENT SURVEY CONTROL
 NP0620  ___________________________________________________________________
 NP0620* NAD 83(1995)-  42 08 42.33122(N)    102 00 54.58212(W)     ADJUSTED  
 NP0620* NAVD 88     -      1283.     (meters)    4209.     (feet)  SCALED    
 NP0620  ___________________________________________________________________
 NP0620  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 NP0620  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 NP0620
 NP0620  HORZ ORDER  -  FIRST
 NP0620
 NP0620.The horizontal coordinates were established by classical geodetic methods
 NP0620.and adjusted by the National Geodetic Survey in August 1997..
 NP0620
 NP0620.The orthometric height was scaled from a topographic map.
 NP0620
 NP0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0620
 NP0620.The geoid height was determined by GEOID03.
 NP0620
 NP0620;                    North         East     Units Scale Factor Converg.
 NP0620;SPC NE       -   258,609.986   333,483.718   MT  0.99972078   -1 20 07.6
 NP0620;UTM  13      - 4,670,198.828   746,646.146   MT  1.00034860   +2 00 13.9
 NP0620;UTM  14      - 4,670,286.953   250,847.909   MT  1.00036389   -2 01 27.3
 NP0620
 NP0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0620!SPC NE       -   0.99980185  x   0.99972078  =   0.99952269
 NP0620!UTM  13      -   0.99980185  x   1.00034860  =   1.00015038
 NP0620!UTM  14      -   0.99980185  x   1.00036389  =   1.00016567
 NP0620
 NP0620|---------------------------------------------------------------------|
 NP0620| PID    Reference Object                     Distance      Geod. Az  |
 NP0620|                                                           dddmmss.s |
 NP0620| CQ3940 HAZEL RM 1                            7.769 METERS 04106     |
 NP0620| CQ3941 HAZEL RM 2                            9.678 METERS 13801     |
 NP0620| CQ3939 HAZEL AZ MK                                        3192912.2 |
 NP0620|---------------------------------------------------------------------|
 NP0620
 NP0620                          SUPERSEDED SURVEY CONTROL
 NP0620
 NP0620  NAD 83(1986)-  42 08 42.32832(N)    102 00 54.58452(W) AD(       ) 1
 NP0620  NAD 27      -  42 08 42.39400(N)    102 00 52.92600(W) AD(       ) 1
 NP0620
 NP0620.Superseded values are not recommended for survey control.
 NP0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0620.See file dsdata.txt to determine how the superseded data were derived.
 NP0620
 NP0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG4664670199(NAD 83)
 NP0620_MARKER: DS = TRIANGULATION STATION DISK
 NP0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0620
 NP0620  HISTORY     - Date     Condition        Report By
 NP0620  HISTORY     - 1946     MONUMENTED       CGS
 NP0620
 NP0620                          STATION DESCRIPTION
 NP0620
 NP0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0620'LOCATED 9.0 MILES NORTH-NORTHEAST OF BINGHAM AND ABOUT 0.7
 NP0620'MILE SOUTH OF AN EAST-WEST WIRE FENCE NEAR THE EASTERN EDGE
 NP0620'OF A PROMINENT EAST-WEST SAND RIDGE.  IT IS STAMPED HAZEL 1946
 NP0620'AND PROJECTS 10 INCHES.
 NP0620'
 NP0620'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 NP0620'IT IS STAMPED HAZEL NO 1 1946 AND PROJECTS 10 INCHES.
 NP0620'
 NP0620'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE SAND
 NP0620'RIDGE AND ABOUT 5 FEET LOWER THAN THE STATION.  IT IS STAMPED
 NP0620'HAZEL NO 2 1946 AND PROJECTS 10 INCHES.
 NP0620'
 NP0620'THE AZIMUTH MARK IS 40 FEET NORTH OF THE CENTERLINE OF A TRACK
 NP0620'ROAD AND 3 FEET EAST OF A WHITE REFERENCE POST IN AN EAST-WEST
 NP0620'FENCE LINE.  IT IS STAMPED HAZEL 1946 AND PROJECTS 10 INCHES.
 NP0620'
 NP0620'TO REACH THE STATION FROM THE SCHOOL HOUSE IN BINGHAM, GO
 NP0620'NORTH ON A TRACK ROAD FOR 1.6 MILES TO A FORK.  THEN RIGHT
 NP0620'FORK FOR 1.9 MILES TO A FORK.  THEN LEFT FORK FOR 1.45 MILES
 NP0620'TO A FORK.  THEN RIGHT FORK FOR 1.6 MILES TO A FORK.  THEN RIGHT
 NP0620'FORK FOR 0.4 MILE.  THEN RIGHT FORK FOR 0.1 MILE.  THEN RIGHT
 NP0620'FORK FOR 0.9 MILE TO A FORK.  THEN RIGHT FORK FOR 0.3 MILE TO
 NP0620'A FORK.  THEN RIGHT FORK FOR 0.35 MILE TO A WIRE GATE.  THROUGH
 NP0620'THE GATE FOR 2.75 MILES TO A RANCH HOUSE.  PASS THROUGH A
 NP0620'WIRE GATE, TURN SHARP RIGHT, SOUTH, THROUGH ANOTHER GATE THEN
 NP0620'LEFT, EAST, THEN NORTH FOR 0.2 MILE TO A FENCE CORNER.  THEN
 NP0620'RIGHT, EAST, FOR 0.3 TO A GATE.  THROUGH GATE FOR 0.5 MILE
 NP0620'TO A FORK.  THEN RIGHT FORK FOR 0.25 MILE TO THE AZIMUTH
 NP0620'MARK ON THE LEFT.  CONTINUE EAST FOR 0.2 MILE, THEN LEAVE
 NP0620'TRACK ROAD.  TURN RIGHT, SOUTHERLY, FOR 0.7 MILE TO THE
 NP0620'TOP OF THE SAND RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4160 ***********************************************************************
 AB4160  SACS        -  This is a Secondary Airport Control Station.
 AB4160  DESIGNATION -  HDE A
 AB4160  PID         -  AB4160
 AB4160  STATE/COUNTY-  NE/PHELPS
 AB4160  USGS QUAD   -  HOLDREGE EAST (1970)
 AB4160
 AB4160                         *CURRENT SURVEY CONTROL
 AB4160  ___________________________________________________________________
 AB4160* NAD 83(1995)-  40 27 27.15453(N)    099 20 13.98897(W)     ADJUSTED  
 AB4160* NAVD 88     -       703.06   (meters)    2306.6    (feet)  GPS OBS   
 AB4160  ___________________________________________________________________
 AB4160  X           -    -788,576.737 (meters)                     COMP
 AB4160  Y           -  -4,796,013.782 (meters)                     COMP
 AB4160  Z           -   4,117,213.801 (meters)                     COMP
 AB4160  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 AB4160  ELLIP HEIGHT-         678.17  (meters)          (01/11/02) GPS OBS
 AB4160  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AB4160
 AB4160  HORZ ORDER  -  FIRST
 AB4160  ELLP ORDER  -  FOURTH    CLASS II
 AB4160
 AB4160.This mark is at Brewster Field Airport (HDE)
 AB4160
 AB4160.The horizontal coordinates were established by GPS observations
 AB4160.and adjusted by the National Geodetic Survey in September 1997..
 AB4160
 AB4160.The orthometric height was determined by GPS observations and a
 AB4160.high-resolution geoid model.
 AB4160
 AB4160.GPS derived orthometric heights for airport stations designated as
 AB4160.PACS or SACS are published to 2 decimal places.  This maintains
 AB4160.centimeter relative accuracy between the PACS and SACS.  It does
 AB4160.not indicate centimeter accuracy relative to other marks which are
 AB4160.part of the NAVD 88 network.
 AB4160
 AB4160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4160
 AB4160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4160
 AB4160.The ellipsoidal height was determined by GPS observations
 AB4160.and is referenced to NAD 83.
 AB4160
 AB4160.The geoid height was determined by GEOID03.
 AB4160
 AB4160;                    North         East     Units Scale Factor Converg.
 AB4160;SPC NE       -    69,522.068   556,207.432   MT  0.99982442   +0 26 21.2
 AB4160;UTM  14      - 4,478,596.618   471,408.088   MT  0.99961006   -0 13 07.7
 AB4160
 AB4160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4160!SPC NE       -   0.99989363  x   0.99982442  =   0.99971807
 AB4160!UTM  14      -   0.99989363  x   0.99961006  =   0.99950373
 AB4160
 AB4160                          SUPERSEDED SURVEY CONTROL
 AB4160
 AB4160  ELLIP H (09/18/97)  678.23   (m)                       GP(       ) 4 2
 AB4160
 AB4160.Superseded values are not recommended for survey control.
 AB4160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4160.See file dsdata.txt to determine how the superseded data were derived.
 AB4160
 AB4160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7140878597(NAD 83)
 AB4160_MARKER: I = METAL ROD
 AB4160_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4160_STAMPING: HDE A 1995
 AB4160_MARK LOGO: NGS   
 AB4160_PROJECTION: FLUSH
 AB4160_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4160+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 AB4160_ROD/PIPE-DEPTH: 9.75 meters
 AB4160_SLEEVE-DEPTH  : 1 meters
 AB4160
 AB4160  HISTORY     - Date     Condition        Report By
 AB4160  HISTORY     - 1995     MONUMENTED       NGS
 AB4160  HISTORY     - 19970715 GOOD             NGS
 AB4160  HISTORY     - 20060621 GOOD             NEDA
 AB4160
 AB4160                          STATION DESCRIPTION
 AB4160
 AB4160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4160'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST-SOUTHWEST OF FUNK,
 AB4160'1.8 MI (2.9 KM) EAST-NORTHEAST OF HOLDREDGE, AT THE BREWSTER FIELD
 AB4160'AIRPORT, IN THE GRASS MEDIAN BETWEEN RUNWAY AND TAXIWAY,IN LINE WITH
 AB4160'THE NORTH EDGE OF AN OLD CONCRETE TURNAROUND ATTACHED TO THE RUNWAY.
 AB4160'OWNERSHIP--HOLDREDGE AIRPORT AUTHORITY, RT 3, BOX 170, HOLDREGE NE
 AB4160'68949.  AIRPORT MANAGER IS STAN SCHUETT, PHONE (308) 995-8446.  TO
 AB4160'REACH THE STATION FROM THE JUNCTION US HIGHWAYS 6/34 AND 183, GO EAST
 AB4160'ON US HIGHWAYS 6/34 FOR 2.1 MI (3.4 KM) TO AN INTERSECTION, TURN LEFT
 AB4160'AND GO NORTH ON A PAVED ROAD FOR 0.4 MI (0.6 KM) TO A ROAD RIGHT, TURN
 AB4160'RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM)
 AB4160'TO THE AIRPORT OFFICE AHEAD AND A ROAD LEFT, TURN LEFT AND GO NORTH
 AB4160'FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH THE GATE THEN TURN RIGHT
 AB4160'AND GO ALONG A GRAVEL LANE AROUND A HANGAR FOR 0.05 MI (0.08 KM) TO
 AB4160'THE APRON, CONTINUE AHEAD AND GO SOUTHEAST ACROSS THE APRON FOR 0.05
 AB4160'MI (0.08 KM) TO THE INTERSECTION OF A CONNECTOR TAXIWAY AND THE
 AB4160'PARALLEL TAXIWAY, TURN LEFT AND GO NORTH ON THE PARALLEL TAXIWAY FOR
 AB4160'0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT AND IN LINE WITH THE
 AB4160'PROLONGATION OF THE NORTH EDGE OF THE OLD CONCRETE TURNAROUND.  THE
 AB4160'STATION IS 264.7 FT (80.7 M) WEST OF THE RUNWAY CENTER, 99.8 FT (30.4
 AB4160'M) SOUTH-SOUTHEAST OF A TAXIWAY LIGHT, 96.6 FT (29.4 M)
 AB4160'NORTH-NORTHEAST OF A TAXIWAY LIGHT AND 33.2 FT (10.1 M) EAST OF THE
 AB4160'TAXIWAY CENTER.  THIS STATION TO BE USED AS SACS.
 AB4160
 AB4160                          STATION RECOVERY (1997)
 AB4160
 AB4160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4160'RECOVERED AS DESCRIBED.
 AB4160
 AB4160                          STATION RECOVERY (2006)
 AB4160
 AB4160'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF AERONAUTICS 2006 (BJS)
 AB4160'AIRPORT MANAGER IS LANNY LAMBRECHT. AIRPORT PHONE (308) 995-8446
 AB4160'LANNY'S CELL (DAY) (308) 991-3760, (NIGHT-HOME)(308) 876-2109
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1282 ***********************************************************************
 LH1282  DESIGNATION -  HEARTWELL ELEVATOR
 LH1282  PID         -  LH1282
 LH1282  STATE/COUNTY-  NE/KEARNEY
 LH1282  USGS QUAD   -  HEARTWELL (1969)
 LH1282
 LH1282                         *CURRENT SURVEY CONTROL
 LH1282  ___________________________________________________________________
 LH1282* NAD 83(1995)-  40 34 09.15417(N)    098 47 14.06864(W)     ADJUSTED  
 LH1282* NAVD 88     -                                                        
 LH1282  ___________________________________________________________________
 LH1282  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 LH1282  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 LH1282
 LH1282  HORZ ORDER  -  THIRD
 LH1282
 LH1282.The horizontal coordinates were established by classical geodetic methods
 LH1282.and adjusted by the National Geodetic Survey in August 1997..
 LH1282
 LH1282
 LH1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1282
 LH1282.The geoid height was determined by GEOID03.
 LH1282
 LH1282;                    North         East     Units Scale Factor Converg.
 LH1282;SPC NE       -    82,424.306   602,672.295   MT  0.99979104   +0 48 13.3
 LH1282;UTM  14      - 4,490,958.767   518,009.333   MT  0.99960399   +0 08 18.1
 LH1282
 LH1282                          SUPERSEDED SURVEY CONTROL
 LH1282
 LH1282  NAD 83(1986)-  40 34 09.16092(N)    098 47 14.06864(W) AD(       ) 4
 LH1282  NAD 27      -  40 34 09.10900(N)    098 47 12.80000(W) AD(       ) 3
 LH1282
 LH1282.Superseded values are not recommended for survey control.
 LH1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1282.See file dsdata.txt to determine how the superseded data were derived.
 LH1282
 LH1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1800990959(NAD 83)
 LH1282
 LH1282  HISTORY     - Date     Condition        Report By
 LH1282  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1282  HISTORY     - 1935     GOOD             CGS
 LH1282
 LH1282                          STATION DESCRIPTION
 LH1282
 LH1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1282'THE ORIGINAL STRUCTURE BURNED DOWN IN THE FIRE OF 1913.  A NEW
 LH1282'ELEVATOR WAS BUILT AT ABOUT THE SAME SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0864 ***********************************************************************
 LG0864  DESIGNATION -  HEBRON
 LG0864  PID         -  LG0864
 LG0864  STATE/COUNTY-  NE/THAYER
 LG0864  USGS QUAD   -  HEBRON (1980)
 LG0864
 LG0864                         *CURRENT SURVEY CONTROL
 LG0864  ___________________________________________________________________
 LG0864* NAD 83(1995)-  40 09 36.79209(N)    097 35 37.05009(W)     ADJUSTED  
 LG0864* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 LG0864  ___________________________________________________________________
 LG0864  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 LG0864  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 LG0864
 LG0864  HORZ ORDER  -  SECOND
 LG0864
 LG0864.The horizontal coordinates were established by classical geodetic methods
 LG0864.and adjusted by the National Geodetic Survey in August 1997..
 LG0864
 LG0864.The orthometric height was scaled from a topographic map.
 LG0864
 LG0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0864
 LG0864.The geoid height was determined by GEOID03.
 LG0864
 LG0864;                    North         East     Units Scale Factor Converg.
 LG0864;SPC NE       -    39,148.417   704,968.042   MT  0.99993142   +1 35 40.9
 LG0864;SPC KS N     -   202,898.846   434,623.439   MT  1.00008291   +0 15 25.6
 LG0864;UTM  14      - 4,446,488.413   619,768.749   MT  0.99977658   +0 54 25.6
 LG0864
 LG0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0864!SPC NE       -   0.99993389  x   0.99993142  =   0.99986531
 LG0864!SPC KS N     -   0.99993389  x   1.00008291  =   1.00001679
 LG0864!UTM  14      -   0.99993389  x   0.99977658  =   0.99971048
 LG0864
 LG0864:                Primary Azimuth Mark                     Grid Az
 LG0864:SPC NE       -  HEBRON THAYER CO CH FLAGSTAFF            012 58 13.2
 LG0864:SPC KS N     -  HEBRON THAYER CO CH FLAGSTAFF            014 18 28.5
 LG0864:UTM  14      -  HEBRON THAYER CO CH FLAGSTAFF            013 39 28.5
 LG0864
 LG0864|---------------------------------------------------------------------|
 LG0864| PID    Reference Object                     Distance      Geod. Az  |
 LG0864|                                                           dddmmss.s |
 LG0864| LG0862 HEBRON THAYER CO CH FLAGSTAFF       APPROX. 0.9 KM 0143354.1 |
 LG0864| LG0861 HEBRON MUNICIPAL STANDPIPE          APPROX. 1.6 KM 0444825.7 |
 LG0864| CN8750 HEBRON RM 3                          14.533 METERS 09915     |
 LG0864| CN8748 HEBRON RM 1                          26.755 METERS 13116     |
 LG0864| CN8747 HEBRON AZ MK                                       1864604.2 |
 LG0864| CN8751 HEBRON RM 4                          19.879 METERS 19516     |
 LG0864| CN8749 HEBRON RM 2                          25.110 METERS 22639     |
 LG0864|---------------------------------------------------------------------|
 LG0864
 LG0864                          SUPERSEDED SURVEY CONTROL
 LG0864
 LG0864  NAD 83(1986)-  40 09 36.79777(N)    097 35 37.05027(W) AD(       ) 2
 LG0864  NAD 27      -  40 09 36.78900(N)    097 35 35.90900(W) AD(       ) 2
 LG0864
 LG0864.Superseded values are not recommended for survey control.
 LG0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0864.See file dsdata.txt to determine how the superseded data were derived.
 LG0864
 LG0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1976946488(NAD 83)
 LG0864_MARKER: DS = TRIANGULATION STATION DISK
 LG0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0864
 LG0864  HISTORY     - Date     Condition        Report By
 LG0864  HISTORY     - 1947     MONUMENTED       CGS
 LG0864  HISTORY     - 1958     MARK NOT FOUND   USGS
 LG0864  HISTORY     - 1959     GOOD             CGS
 LG0864  HISTORY     - 1963     GOOD             CGS
 LG0864  HISTORY     - 1968     GOOD             CGS
 LG0864  HISTORY     - 1975     GOOD             NGS
 LG0864  HISTORY     - 20050713 MARK NOT FOUND   USPSQD
 LG0864
 LG0864                          STATION DESCRIPTION
 LG0864
 LG0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0864'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTH-SOUTHWEST OF HEBRON,
 LG0864'ON THE GROUNDS OF THE HEBRON ACADEMY, WHICH IS NOW UP FOR SALE
 LG0864'AND IS TO BE CONVERTED INTO A HOSPITAL.  IT IS ON THE NORTH SIDE
 LG0864'OF ACADEMY AVENUE, 0.1 MILE EAST OF CITY ROUTE U.S. NO 81, 0.05
 LG0864'MILE WEST OF THE ACADEMY BUILDING AND 31 FEET NORTH OF THE CENTER
 LG0864'OF ACADEMY AVENUE ON THE SOUTH SIDE OF A CULTIVATED FIELD.  IT
 LG0864'IS STAMPED HEBRON 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG0864'
 LG0864'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 28 FEET SOUTH
 LG0864'OF THE CENTER OF ACADEMY AVENUE AND 2 FEET NORTH OF EAST-WEST
 LG0864'FENCE LINE.  IT IS STAMPED HEBRON NO 1 1947 AND PROJECTS 5
 LG0864'INCHES.
 LG0864'
 LG0864'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 28 FEET SOUTH OF
 LG0864'THE CENTER OF ACADEMY AVENUE AND 1 FOOT NORTH OF EAST-WEST FENCE
 LG0864'LINE.  IT IS STAMPED HEBRON NO 2 1947 AND PROJECTS 6 INCHES.
 LG0864'
 LG0864'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION, 60 FEET
 LG0864'EAST OF THE CENTER OF CITY ROUTE U.S. NO 81, 25 FEET SOUTH OF THE
 LG0864'CENTER OF DRIVEWAY TO HEBRON AIRFIELD, 2 FEET EAST OF WITNESS POST
 LG0864'AND 2 FEET WEST OF TELEPHONE POLE.  IT IS STAMPED HEBRON 1947
 LG0864'AND PROJECTS 6 INCHES.  TO REACH FROM THE STATION, GO WEST FOR
 LG0864'0.1 MILE, TURN LEFT AND GO SOUTH FOR 0.4 MILE TO THE DRIVEWAY
 LG0864'INTO THE AIRFIELD AND MARK ON THE RIGHT AS DESCRIBED.
 LG0864'
 LG0864'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT HOUSE
 LG0864'IN HEBRON, GO SOUTH FOR 1 BLOCK, TURN RIGHT AND GO WEST ON
 LG0864'CITY ROUTE NO 81 FOR 0.25 MILE TO LEFT TURN, TURN LEFT AND FOLLOW
 LG0864'NO 81 SOUTH FOR 0.45 MILE TO ACADEMY AVENUE LEFT, TURN LEFT AND
 LG0864'GO EAST ON ACADEMY AVENUE FOR 0.1 MILE TO THE STATION ON NORTH
 LG0864'SIDE AS DESCRIBED.
 LG0864'
 LG0864'A 74 FOOT SIGNAL AT STATION CORDING IS VISIBLE AT 20 FEET.
 LG0864'
 LG0864'A 74 FOOT SIGNAL AT STATION GILEAD IS VISIBLE AT 50 FEET.
 LG0864'
 LG0864'A 4 FOOT SIGNAL AT STATION SCHOOL IS VISIBLE AT 50 FEET.
 LG0864'
 LG0864'A 74 FOOT SIGNAL AT STATION WIEDEL IS VISIBLE AT 20 FEET.
 LG0864'
 LG0864'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0864
 LG0864                          STATION RECOVERY (1958)
 LG0864
 LG0864'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LG0864'THE STATION WAS DUG FOR BUT UNABLE TO LOCATE.  THE LOCATION OF
 LG0864'THE STATION IS NOW BEING CULTIVATED AND IN CORN.
 LG0864'
 LG0864'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LG0864
 LG0864                          STATION RECOVERY (1959)
 LG0864
 LG0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG0864'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0864'IN GOOD CONDITION.  THE REFERENCE MARKS WERE MOVED AT THE REQUEST
 LG0864'OF MR. H.R. KILLINGER WHO LIVES NEARBY.  THE AZIMUTH MARK IS NO
 LG0864'LONGER VISIBLE FROM THE GROUND AT THE STATION DUE TO A HIGH
 LG0864'BOARD FENCE.  THE HEBRON, MUNICIPAL STANDPIPE HAS BEEN RAZED AND
 LG0864'A NEW WATER TANK ERECTED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG0864'
 LG0864'STATION IS LOCATED IN THE SOUTHWEST PART OF HEBRON ON THE FORMER
 LG0864'GROUNDS OF THE HEBRON ACADEMY WHICH IS BEING USED AS A HOSPITAL,
 LG0864'NOW.  IT IS ABOUT 200 YARDS EAST OF THE CITY ROUTE FOR U.S.
 LG0864'HIGHWAY 81 AND ABOUT 100 YARDS WEST OF THE HOSPITAL, 143 FEET
 LG0864'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF MR. H.R. KILLINGERS
 LG0864'BRICK HOUSE LOCATED AT 121 PARK AVENUE, 50 FEET WEST OF A POWER
 LG0864'POLE WITH STREET LIGHT, 33 FEET NORTH OF THE CENTER OF PARK
 LG0864'AVENUE, AND 1.5 FEET EAST OF A NEW WITNESS SIGN POST.  THE
 LG0864'MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 LG0864'IS STAMPED HEBRON 1947.
 LG0864'
 LG0864'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 LG0864'SQUARE IN HEBRON, GO SOUTH FOR ONE BLOCK.  TURN RIGHT AND GO WEST
 LG0864'ON CITY ROUTE 81 FOR 0.25 MILE TO WHERE CITY ROUTE 81 TURNS
 LG0864'SOUTH.  TURN SOUTH AND FOLLOW CITY ROUTE 81 SOUTH FOR 0.45 MILE TO
 LG0864'PARK AVENUE LEFT.  TURN LEFT AND GO EAST ON PARK AVENUE FOR 0.1
 LG0864'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LG0864'
 LG0864'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 25 FEET NORTH OF
 LG0864'THE CENTER OF PARK AVENUE, AND 2 FEET WEST OF A POWER POLE
 LG0864'WITH STREET LIGHT.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG0864'STAMPED HEBRON NO 3 1947.
 LG0864'
 LG0864'REFERENCE MARK NO. 4 IS SOUTH-SOUTHWEST OF THE STATION, 79 FEET
 LG0864'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF BRICK HOME AT 121
 LG0864'PARK AVENUE, 30 FEET SOUTH OF THE CENTER OF PARK AVENUE, AND AT
 LG0864'THE EAST EDGE OF CONCRETE DRIVEWAY TO THIS BRICK HOUSE.  THE
 LG0864'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED HEBRON NO 4 1947.
 LG0864'
 LG0864'AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 60 FEET EAST OF
 LG0864'THE CENTER OF CITY ROUTE FOR U.S. HIGHWAY 81, 25 FEET SOUTH OF THE
 LG0864'CENTER OF DRIVEWAY AT THE NORTHWEST CORNER OF GOLF COURSE, AND
 LG0864'2 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 LG0864'AND THE DISK IS STAMPED HEBRON 1947.
 LG0864'
 LG0864'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.1 MILE
 LG0864'TO CITY ROUTE FOR U.S. HIGHWAY 81.  TURN LEFT AND GO SOUTH ON
 LG0864'CITY ROUTE 81 FOR 0.4 MILE TO THE MARK AS DESCRIBED.
 LG0864
 LG0864                          STATION RECOVERY (1963)
 LG0864
 LG0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0864'THIS STATION, REFERENCE MARKS NO. 3 AND NO. 4 AND THE AZIMUTH
 LG0864'MARK WERE FOUND AS DESCRIBED BY FAR IN 1959 AND ALL MARKS WERE
 LG0864'IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF A NEW
 LG0864'DRIVEWAY AT THE HEBRON COUNTRY CLUB GOLF COURSE AND A REQUEST WAS
 LG0864'MADE TO MOVE IT.  THE LINE OF SIGHT FROM THE STATION TO THE
 LG0864'AZIMUTH MARK WAS OBSTRUCTED, SO THE AZIMUTH MARK WAS DESTROYED.
 LG0864
 LG0864                          STATION RECOVERY (1968)
 LG0864
 LG0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG0864'STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4 WERE
 LG0864'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 LG0864'STATION IS NOW AT THE SITE OF THE NEW MEMORIAL HOSPITAL AT HEBRON.
 LG0864'
 LG0864'THE STATION MARK IS ABOUT 0.05 MILE EAST OF THE INTERSECTION OF FIRST
 LG0864'STREET AND PARK AVENUE IN THE SOUTHWEST PART OF HEBRON, 165 FEET
 LG0864'SOUTH OF THE CENTER OF DOOR AT THE ENTRANCE AT THE SOUTHEAST CORNER
 LG0864'OF THE NEW MEMORIAL HOSPITAL, 15 FEET NORTH OF THE NORTH EDGE OF
 LG0864'THE NORTH CURB ON PARK AVENUE, 15.5 FEET WEST OF A PROJECTED LINE
 LG0864'OF THE EAST SIDE OF THE HOSPITAL, 11 FEET WEST OF THE WEST EDGE OF
 LG0864'THE CURB AT THE EAST ENTRANCE TO THE HOSPITAL, AT THE SOUTHEAST SIDE
 LG0864'OF THE LAWN AT THE SOUTH SIDE OF THE HOSPITAL, AND ABOUT 1 FOOT
 LG0864'BELOW THE SURFACE OF THE GROUND.
 LG0864'
 LG0864'REFERENCE MARK NO. 3 IS 8.5 FEET EAST OF THE EAST EDGE OF THE CURB
 LG0864'AT THE EAST ENTRANCE TO THE HOSPITAL, AND 8 FEET NORTH OF THE NORTH
 LG0864'EDGE OF THE NORTH CURB ON PARK AVENUE.
 LG0864'
 LG0864'REFERENCE MARK NO. 4 WAS RECOVERED AS DESCRIBED.
 LG0864'
 LG0864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HEBRON.
 LG0864
 LG0864                          STATION RECOVERY (1975)
 LG0864
 LG0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0864'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AND FOUND IN
 LG0864'GOOD CONDITION.  THE AZIMUTH MARK WAS REPORTED DESTROYED IN 1963.
 LG0864'NO VISIBLE PLACE TO SET A NEW AZIMUTH MARK.  FOLLOWING ARE SOME
 LG0864'ADDITIONAL NOTES FOR THE STATION MARK.
 LG0864'
 LG0864'THE STATION IS IN THE SOUTHEAST CORNER OF THE THAYER COUNTY HOSPITAL
 LG0864'GROUNDS, 145 FEET SOUTH OF THE SOUTHEAST CORNER OF THE EAST WING OF
 LG0864'HOSPITAL 62 FEET EAST-NORTHEAST OF A POWER POLE WITH LAMP ATTACHED,
 LG0864'16 FEET NORTH OF THE NORTH CURB OF AN EAST-WEST STREET, 11 FEET WEST
 LG0864'OF THE WEST CURB OF THE EAST DRIVEWAY TO HOSPITAL AND THE MARK IS
 LG0864'10 INCHES BELOW THE GROUND SURFACE.
 LG0864'
 LG0864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HEBRON.
 LG0864
 LG0864                          STATION RECOVERY (2005)
 LG0864
 LG0864'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0864'STATION NOT FOUND. REF NO. 3 AND REF NO. 4 FOUND GOOD. THE THAYER
 LG0864'COUNTY HOSP IS EAST OF FIRST STREET, NORTH OF PARK AVE. USING INFO OF
 LG0864'REF NO. 3 AND 4, THE STATION IS NEAR A SEWER LINE MANHOLE COVER. MARK
 LG0864'WAS PROBABLY DESTROYED WHEN NEW SEWER LINE INSTALLED. POWER POLE WITH
 LG0864'STREET LIGHT NEAR REF NO. 3 REFERENCED IN 1959 HAS BEEN MOVED. REF NO.
 LG0864'3 IS 4 FEET EAST-NORTHEAST OF NEW POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1497 ***********************************************************************
 LF1497  DESIGNATION -  HECHT RESET
 LF1497  PID         -  LF1497
 LF1497  STATE/COUNTY-  NE/RICHARDSON
 LF1497  USGS QUAD   -  BARADA (1966)
 LF1497
 LF1497                         *CURRENT SURVEY CONTROL
 LF1497  ___________________________________________________________________
 LF1497* NAD 83(1986)-  40 10 17.     (N)    095 31 49.     (W)     SCALED    
 LF1497* NAVD 88     -       352.13   (meters)    1155.3    (feet)  RESET     
 LF1497  ___________________________________________________________________
 LF1497  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF1497
 LF1497  VERT ORDER  -  THIRD
 LF1497
 LF1497.The horizontal coordinates were scaled from a topographic map and have
 LF1497.an estimated accuracy of +/- 6 seconds.
 LF1497
 LF1497.The orthometric height was computed from unverified reset data.
 LF1497.No vertical observational check was made to the station.
 LF1497
 LF1497.The geoid height was determined by GEOID03.
 LF1497
 LF1497;                    North         East    Units  Estimated Accuracy
 LF1497;SPC NE       -    47,370.      880,530.      MT  (+/- 180 meters Scaled)
 LF1497
 LF1497                          SUPERSEDED SURVEY CONTROL
 LF1497
 LF1497  NGVD 29 (08/02/06)  352.06   (m)         1155.1    (f) RESET       3  
 LF1497
 LF1497.Superseded values are not recommended for survey control.
 LF1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1497.See file dsdata.txt to determine how the superseded data were derived.
 LF1497
 LF1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE845498(NAD 83)
 LF1497_MARKER: DH = HORIZONTAL CONTROL DISK
 LF1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1497_SP_SET: CONCRETE POST
 LF1497_STAMPING: HECHT 1945 1987
 LF1497_MARK LOGO: NGS   
 LF1497_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LF1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1497+STABILITY: SURFACE MOTION
 LF1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1497+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LF1497
 LF1497  HISTORY     - Date     Condition        Report By
 LF1497  HISTORY     - 1987     MONUMENTED       NGS
 LF1497
 LF1497                          STATION DESCRIPTION
 LF1497
 LF1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 LF1497'7.24 KM (4.50 MI) EAST ON U.S. HIGHWAY 159, FROM THE JUNCTION WITH
 LF1497'U.S. HIGHWAY 73 IN FALL CITY, THEN LEFT AND NORTH ALONG A PAVED ROAD
 LF1497'FOR 9.98 KM (6.20 MI) TO THE END OF PAVEMENT, THEN CONTINUE NORTH ON
 LF1497'A GRAVELED ROAD FOR 3.54 KM (2.20 MI) TO A CROSSROAD, THEN LEFT AND
 LF1497'EAST ALONG A GRADED ROAD FOR 0.48 KM (0.30 MI) TO HECHT AZIMUTH MARK
 LF1497'2 AND A FIELD ROAD ON THE LEFT, THEN LEFT AND SOUTH ALONG A FIELD
 LF1497'ROAD FOR 0.56 KM (0.35 MI) TO AN OLD BARN, THEN RIGHT AND WEST,
 LF1497'ACROSS A CULTIVATED FIELD FOR 0.16 KM (0.10 MI) TO THE MARK 3.14 M
 LF1497'(10.3 FT) EAST FROM A WITNESS POST AND A NORTH/SOUTH FENCE AND
 LF1497'RECESSED 0.61 M (2.0 FT) BELOW THE GROUND SURFACE.  THE MARK IS
 LF1497'14.295 M (46.9 FT) SOUTH-SOUTHEAST FROM REFERENCE MARK 1 AND 14.340 M
 LF1497'(47.0 FT) NORTH-NORTHEAST FROM REFERENCE MARK 3.
 LF1497'THE MARK IS ON PRIVATE PROPERTY OWNED BY RAYMOND BECKER, ROUTE 1, BOX
 LF1497'63, FALLS CITY, NEBRASKA 68355, TELEPHONE 402 245 5430.  MR. BECKER
 LF1497'REQUESTS THAT HE BE NOTIFIED PRIOR TO VISITING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0625 ***********************************************************************
 LF0625  DESIGNATION -  HECHT RM 1
 LF0625  PID         -  LF0625
 LF0625  STATE/COUNTY-  NE/RICHARDSON
 LF0625  USGS QUAD   -  BARADA (1966)
 LF0625
 LF0625                         *CURRENT SURVEY CONTROL
 LF0625  ___________________________________________________________________
 LF0625* NAD 83(1986)-  40 10 16.     (N)    095 31 49.     (W)     SCALED    
 LF0625* NAVD 88     -       353.522  (meters)    1159.85   (feet)  ADJUSTED  
 LF0625  ___________________________________________________________________
 LF0625  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF0625  DYNAMIC HT  -         353.328 (meters)    1159.21  (feet)  COMP
 LF0625  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 LF0625
 LF0625  VERT ORDER  -  SECOND    CLASS 0
 LF0625
 LF0625.The horizontal coordinates were scaled from a topographic map and have
 LF0625.an estimated accuracy of +/- 6 seconds.
 LF0625
 LF0625.The orthometric height was determined by differential leveling
 LF0625.and adjusted by the National Geodetic Survey in June 1991..
 LF0625
 LF0625.The geoid height was determined by GEOID03.
 LF0625
 LF0625.The dynamic height is computed by dividing the NAVD 88
 LF0625.geopotential number by the normal gravity value computed on the
 LF0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0625.degrees latitude (g = 980.6199 gals.).
 LF0625
 LF0625.The modeled gravity was interpolated from observed gravity values.
 LF0625
 LF0625;                    North         East    Units  Estimated Accuracy
 LF0625;SPC NE       -    47,340.      880,540.      MT  (+/- 180 meters Scaled)
 LF0625
 LF0625                          SUPERSEDED SURVEY CONTROL
 LF0625
 LF0625  NGVD 29 (??/??/92)  353.454  (m)         1159.62   (f) ADJ UNCH    2 0
 LF0625
 LF0625.Superseded values are not recommended for survey control.
 LF0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0625.See file dsdata.txt to determine how the superseded data were derived.
 LF0625
 LF0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE845498(NAD 83)
 LF0625_MARKER: DR = REFERENCE MARK DISK
 LF0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0625_SP_SET: SQUARE CONCRETE MONUMENT
 LF0625_STAMPING: HECHT NO 1 1945
 LF0625_MARK LOGO: CGS   
 LF0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0625+STABILITY: SURFACE MOTION
 LF0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0625+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1987
 LF0625
 LF0625  HISTORY     - Date     Condition        Report By
 LF0625  HISTORY     - 1945     MONUMENTED       CGS
 LF0625  HISTORY     - 1947     GOOD             NGS
 LF0625  HISTORY     - 19870411 GOOD             NGS
 LF0625
 LF0625                          STATION DESCRIPTION
 LF0625
 LF0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0625'10.3 MI N FROM PRESTON.
 LF0625'9.5 MILES NORTH ALONG A GRAVEL ROAD AND 0.3 MILE WEST ALONG A
 LF0625'DIRT ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0625'STATION AT PRESTON, THENCE 0.3 MILE SOUTH AND 0.05 MILE WEST
 LF0625'ALONG A PRIVATE ROAD TO A RED BARN AT THE HECHT FARM HOUSE,
 LF0625'THENCE 0.15 MILE WEST ALONG AN EAST-WEST FENCE LINE TO THE
 LF0625'TOP OF A HILL, REFERENCE MARK IS 73.8 FEET NORTHWEST OF HECHT
 LF0625'R.M. 2, 46.9 FEET NORTH OF HECHT 1945, 45.1 FEET NORTH OF AN
 LF0625'EAST-WEST FENCE LINE, 1.2 FOOT EAST OF A NORTH-SOUTH FENCE
 LF0625'LINE AND HEDGE ROW, A REFERENCE MARK DISK SET IN A CONCRETE
 LF0625'POST PROJECTING 0.5 FOOT.
 LF0625
 LF0625                          STATION RECOVERY (1987)
 LF0625
 LF0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LF0625'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 73 AND 159, IN
 LF0625'FALLS CITY, GO EAST ON HIGHWAY 159 FOR 7.24 KM (4.50 MI) TO A
 LF0625'CROSSROAD THAT IS GRAVELED ON THE RIGHT AND PAVED ON THE LEFT.  TURN
 LF0625'LEFT AND GO NORTH ON THE PAVED ROAD FOR 9.98 KM (6.20 MI) TO THE END
 LF0625'OF PAVEMENT.  CONTINUE NORTH ON  THE NOW GRAVELED ROAD FOR 3.54 KM
 LF0625'(2.20 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRADED ROAD FOR
 LF0625'0.48 KM (0.30 MI) TO THE CREST OF A LOW HILL AND A FIELD ROAD AND
 LF0625'HECHT AZIMUTH MARK 2 ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 LF0625'FIELD ROAD FOR 0.56 KM (0.35 MI) TO AN OLD BARN.  TURN RIGHT AND GO
 LF0625'WEST, ACROSS A CULIVATED FIELD, FOR 0.16 KM (0.10 MI) TO THE MARK ON
 LF0625'THE CREST OF A HILL.
 LF0625'IT IS 28.109 M (92.2 FT) NORTH FROM HECHT RM 3, 14.295 M (46.9 FT)
 LF0625'NORTH-NORTHWEST FROM HECHT, WHICH IS RECESSED 0.61 M (2.0 FT), 0.61 M
 LF0625'(2.0 FT) EAST FROM A NORTH/SOUTH FENCE, 0.21 M (0.7 FT) WEST FROM A
 LF0625'WITNESS POST AND PROJECTS 0.30 M (1.0 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1498 ***********************************************************************
 LF1498  DESIGNATION -  HECHT RM 3
 LF1498  PID         -  LF1498
 LF1498  STATE/COUNTY-  NE/RICHARDSON
 LF1498  USGS QUAD   -  BARADA (1966)
 LF1498
 LF1498                         *CURRENT SURVEY CONTROL
 LF1498  ___________________________________________________________________
 LF1498* NAD 83(1986)-  40 10 16.     (N)    095 31 49.     (W)     SCALED    
 LF1498* NAVD 88     -       352.44   (meters)    1156.3    (feet)  RESET     
 LF1498  ___________________________________________________________________
 LF1498  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF1498
 LF1498  VERT ORDER  -  THIRD
 LF1498
 LF1498.The horizontal coordinates were scaled from a topographic map and have
 LF1498.an estimated accuracy of +/- 6 seconds.
 LF1498
 LF1498.The orthometric height was computed from unverified reset data.
 LF1498.No vertical observational check was made to the station.
 LF1498
 LF1498.The geoid height was determined by GEOID03.
 LF1498
 LF1498;                    North         East    Units  Estimated Accuracy
 LF1498;SPC NE       -    47,340.      880,540.      MT  (+/- 180 meters Scaled)
 LF1498
 LF1498                          SUPERSEDED SURVEY CONTROL
 LF1498
 LF1498  NGVD 29 (08/02/06)  352.37   (m)         1156.1    (f) RESET       3  
 LF1498
 LF1498.Superseded values are not recommended for survey control.
 LF1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1498.See file dsdata.txt to determine how the superseded data were derived.
 LF1498
 LF1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE845498(NAD 83)
 LF1498_MARKER: DR = REFERENCE MARK DISK
 LF1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1498_SP_SET: CONCRETE POST
 LF1498_STAMPING: HECHT 1945 NO 3 1987
 LF1498_MARK LOGO: NGS   
 LF1498_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LF1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1498+STABILITY: SURFACE MOTION
 LF1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1498+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LF1498
 LF1498  HISTORY     - Date     Condition        Report By
 LF1498  HISTORY     - 1987     MONUMENTED       NGS
 LF1498
 LF1498                          STATION DESCRIPTION
 LF1498
 LF1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 LF1498'7.24 KM (4.50 MI) EAST ON U.S. HIGHWAY 159, FROM THE JUNCTION WITH
 LF1498'U.S. HIGHWAY 73 IN FALL CITY, THEN LEFT AND NORTH ALONG A PAVED ROAD
 LF1498'FOR 9.98 KM (6.20 MI) TO THE END OF PAVEMENT, THEN CONTINUE NORTH ON
 LF1498'A GRAVELED ROAD FOR 3.54 KM (2.20 MI) TO A CROSSROAD, THEN LEFT AND
 LF1498'EAST ALONG A GRADED ROAD FOR 0.48 KM (0.30 MI) TO HECHT AZIMUTH MARK
 LF1498'2 AND A FIELD ROAD ON THE LEFT, THEN LEFT AND SOUTH ALONG A FIELD
 LF1498'ROAD FOR 0.56 KM (0.35 MI) TO AN OLD BARN, THEN RIGHT AND WEST,
 LF1498'ACROSS A CULTIVATED FIELD FOR 0.16 KM (0.10 MI) TO THE MARK 0.30 M
 LF1498'(1.0 FT) EAST FROM A WITNESS POST AND A NORTH/SOUTH FENCE AND PROJECTS
 LF1498'0.10 M (0.3 FT) ABOVE THE GROUND SURFACE.  THE MARK IS 28.109 M
 LF1498'(92.2 FT) SOUTH ALONG THE FENCE FROM RM 1 AND IT IS 14.340 M (47.0 FT)
 LF1498'SOUTH-SOUTHEAST FROM THE STATION MARK WHICH IS RECESSED 0.61 M
 LF1498'(2.0 FT) BELOW THE GROUND SURFACE.
 LF1498'THE MARK IS ON PRIVATE PROPERTY OWNED BY RAYMOND BECKER, ROUTE 1, BOX
 LF1498'63, FALLS CITY, NEBRASKA 68355, TELEPHONE 402 245 5430.  MR. BECKER
 LF1498'REQUESTS THAT HE BE NOTIFIED PRIOR TO VISITING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0918 ***********************************************************************
 LG0918  DESIGNATION -  HEDGE
 LG0918  PID         -  LG0918
 LG0918  STATE/COUNTY-  NE/YORK
 LG0918  USGS QUAD   -  BRADSHAW (1969)
 LG0918
 LG0918                         *CURRENT SURVEY CONTROL
 LG0918  ___________________________________________________________________
 LG0918* NAD 83(1995)-  40 56 42.72379(N)    097 42 09.26874(W)     ADJUSTED  
 LG0918* NAVD 88     -       519.     (meters)    1703.     (feet)  SCALED    
 LG0918  ___________________________________________________________________
 LG0918  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 LG0918  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 LG0918
 LG0918  HORZ ORDER  -  THIRD
 LG0918
 LG0918.The horizontal coordinates were established by classical geodetic methods
 LG0918.and adjusted by the National Geodetic Survey in August 1997..
 LG0918
 LG0918.The orthometric height was scaled from a topographic map.
 LG0918
 LG0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0918
 LG0918.The geoid height was determined by GEOID03.
 LG0918
 LG0918;                    North         East     Units Scale Factor Converg.
 LG0918;SPC NE       -   126,016.507   693,374.702   MT  0.99970614   +1 31 21.0
 LG0918;UTM  14      - 4,533,484.262   609,207.117   MT  0.99974679   +0 51 01.2
 LG0918
 LG0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0918!SPC NE       -   0.99992265  x   0.99970614  =   0.99962881
 LG0918!UTM  14      -   0.99992265  x   0.99974679  =   0.99966946
 LG0918
 LG0918:                Primary Azimuth Mark                     Grid Az
 LG0918:SPC NE       -  HEDGE AZ MK                              090 32 33.0
 LG0918:UTM  14      -  HEDGE AZ MK                              091 12 52.8
 LG0918
 LG0918|---------------------------------------------------------------------|
 LG0918| PID    Reference Object                     Distance      Geod. Az  |
 LG0918|                                                           dddmmss.s |
 LG0918| LG0924 HEDGE AZ MK                         APPROX. 0.8 KM 0920354.0 |
 LG0918| LG0806 WACO TANK                           APPROX.20.9 KM 1050709.2 |
 LG0918| LG0904 YORK MUNICIPAL TANK                 APPROX.13.1 KM 1294111.9 |
 LG0918| LG0899 YORK MUNICIPAL STANDPIPE            APPROX.12.2 KM 1310605.8 |
 LG0918| LG0906 YORK CONSUMERS PWR ELEC STACK       APPROX.12.6 KM 1331503.4 |
 LG0918| LG0902 YORK COUNTY COURTHOUSE DOME         APPROX.12.8 KM 1331625.4 |
 LG0918| LG0909 YORK RADIO STA KAA 639 MAST         APPROX.15.9 KM 1390718.5 |
 LG0918| CN8754 HEDGE RM 1                           26.663 METERS 15917     |
 LG0918| LG0920 BRADSHAW MUNICIPAL STANDPIPE        APPROX. 7.8 KM 2083619.5 |
 LG0918| LG0925 HEDGE RM 3                            9.619 METERS 23057     |
 LG0918| CN8755 HEDGE RM 2                           31.870 METERS 25905     |
 LG0918| CN8756 HEDGE RM 4                            9.321 METERS 35844     |
 LG0918|---------------------------------------------------------------------|
 LG0918
 LG0918                          SUPERSEDED SURVEY CONTROL
 LG0918
 LG0918  NAD 83(1986)-  40 56 42.73203(N)    097 42 09.27132(W) AD(       ) 3
 LG0918  NAD 27      -  40 56 42.69400(N)    097 42 08.06700(W) AD(       ) 3
 LG0918
 LG0918.Superseded values are not recommended for survey control.
 LG0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0918.See file dsdata.txt to determine how the superseded data were derived.
 LG0918
 LG0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0920733484(NAD 83)
 LG0918_MARKER: DS = TRIANGULATION STATION DISK
 LG0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0918_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0918
 LG0918  HISTORY     - Date     Condition        Report By
 LG0918  HISTORY     - 1950     MONUMENTED       CGS
 LG0918  HISTORY     - 1978     GOOD             NGS
 LG0918
 LG0918                          STATION DESCRIPTION
 LG0918
 LG0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0918'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF YORK AND 6-1/2
 LG0918'MILES SOUTHWEST OF BENEDICT, IN A HEDGE ROW RUNNING NORTH AND
 LG0918'SOUTH.  IT IS 57 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 LG0918'14 FEET WEST OF THE CENTERLINE OF A FARM ROAD AND 10 FEET SOUTH
 LG0918'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS SET FLUSH WITH
 LG0918'THE GROUND AND THE DISK IS STAMPED HEDGE 1950.
 LG0918'
 LG0918'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 LG0918'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HEDGE
 LG0918'NO. 1 1950.
 LG0918'
 LG0918'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE CENTERLINE OF A
 LG0918'GRAVEL ROAD, 5 FEET EAST NORTHEAST OF A 2-FOOT COTTON WOOD TREE AND
 LG0918'1 FOOT NORTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT
 LG0918'3 INCHES AND THE DISK IS STAMPED HEDGE NO 2 1950.
 LG0918'
 LG0918'AZIMUTH MARK IS 39 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 32
 LG0918'FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 1.5 FEET WEST
 LG0918'NORTHWEST OF A WHITE WITNESS POST, 3 FEET WEST NORTHWEST OF A
 LG0918'CORNER POST AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS 6
 LG0918'INCHES AND THE DISK IS STAMPED HEDGE 1950.
 LG0918'
 LG0918'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN THE
 LG0918'CITY OF YORK, GO NORTH ON U.S. HIGHWAY 81 FOR 3.0 MILES TO A
 LG0918'CROSSROADS.  TURN LEFT (WEST) AND FOLLOW GRAVEL ROAD FOR 4.9 MILES
 LG0918'TO A CROSSROADS AND AZIMUTH MARK IN THE SOUTHWEST ANGLE.  CONTINUE
 LG0918'WEST FOR 0.5 MILE TO A FARM DRIVE ON RIGHT AND STATION MARK AS
 LG0918'DESCRIBED.
 LG0918'
 LG0918'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG0918
 LG0918                          STATION RECOVERY (1978)
 LG0918
 LG0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LG0918'SURFACE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 LG0918'CONDITION.  REFERENCE MARK 1 WAS FOUND LYING IN A DITCH
 LG0918'DESTROYED.  REFERENCE MARK 2 WAS FOUND BUT WAS LOOSE DUE TO FARMING
 LG0918'OPERATIONS AND AN ANIMAL HAS DUG A BURROW ALONGSIDE THE MARK.  THE
 LG0918'DISTANCE TO THE MARK WAS FOUND TO BE 0.02 FOOT SHORTER AND THE ANGLE
 LG0918'FROM THE AZIMUTH MARK DIFFERED BY 1 MINUTE, 24 SECONDS
 LG0918'LARGER.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AND THE DISK WAS
 LG0918'SALVAGED FROM REFERENCE MARK 1.  REFERENCE MARK 2 WAS LEFT INTACT BUT
 LG0918'SHOULD NO LONGER BE CONSIDERED RELIABLE.  FOLLOWING IS A COMPLETE NEW
 LG0918'DESCRIPTION.
 LG0918'
 LG0918'STATION IS ABOUT 7-1/2 MILES NORTHWEST OF YORK, 6-1/2 MILES
 LG0918'SOUTHWEST OF BENEDICT AND ON PROPERTY OWNED BY RUSS WILLIAMS, 4 ARBOR
 LG0918'HEIGHTS, YORK, NEBRASKA 68467, TELEPHONE 402-362 3728.  PROPERTY IS
 LG0918'FARMED BY ERWIN OTTE, 1325 HARRE LANE, YORK, NEBRASKA, TELEPHONE
 LG0918'402-362 7606.
 LG0918'
 LG0918'TO REACH FROM THE POST OFFICE IN YORK, GO NORTH ON U.S. HIGHWAY 81 FOR
 LG0918'5.6 MILES TO A GRADED CROSSROAD, TURN LEFT AND GO WEST ON THE GRADED
 LG0918'ROAD FOR 5.1 MILES TO THE AZIMUTH MARK ON THE LEFT IN THE SOUTHWEST
 LG0918'ANGLE OF AN INTERSECTION.  CONTINUE WEST FOR 0.5 MILE TO THE STATION
 LG0918'ON THE RIGHT.
 LG0918'
 LG0918'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---HEDGE 1950---SET
 LG0918'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS 1 INCH BELOW THE
 LG0918'GROUND SURFACE.  IT IS 57 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 LG0918'10 FEET EAST OF THE CENTERLINE OF A FIELD ROAD, 1 FOOT SOUTH OF A
 LG0918'WITNESS POST AND 1/2 FOOT WEST OF A FENCE.  UNDERGROUND MARK WAS NOT
 LG0918'INSPECTED.
 LG0918'
 LG0918'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---HEDGE NO 2 1950---SET
 LG0918'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 LG0918'INCHES.  IT IS 90 FEET WEST OF THE CENTERLINE OF THE FIELD ROAD, 40
 LG0918'FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD AND 1 FOOT NORTH OF A
 LG0918'FENCE.
 LG0918'
 LG0918'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---HEDGE 1950 NO 3
 LG0918'1978---SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS
 LG0918'FLUSH.  IT IS 34.0 FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD,
 LG0918'15.0 FEET WEST OF THE CENTERLINE OF THE FIELD ROAD, 1 FOOT EAST OF A
 LG0918'WITNESS POST, 1 FOOT NORTH OF A FENCE AND ABOUT THE SAME ELEVATION AS
 LG0918'THE STATION.
 LG0918'
 LG0918'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---HEDGE 1950 NO 4
 LG0918'1978---SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS
 LG0918'FLUSH.  IT IS 87.0 FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD,
 LG0918'9.0 FEET EAST OF THE CENTERLINE OF THE FIELD ROAD, 1 FOOT WEST OF A
 LG0918'FENCE, 1 FOOT SOUTH OF A WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE
 LG0918'STATION.
 LG0918'
 LG0918'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HEDGE 1950---SET IN THE
 LG0918'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE
 LG0918'GROUND.  IT IS 40 FEET WEST OF THE CENTERLINE OF THE NORTH/SOUTH
 LG0918'GRADED ROAD, 32 FEET SOUTH OF THE CENTERLINE OF THE EAST/WEST GRADED
 LG0918'ROAD, 1.5 FEET WEST OF A WITNESS POST AND ABOUT 3 FEET LOWER THAN THE
 LG0918'ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1739 ***********************************************************************
 NM1739  DESIGNATION -  HEIL
 NM1739  PID         -  NM1739
 NM1739  STATE/COUNTY-  NE/DIXON
 NM1739  USGS QUAD   -  PONCA (1994)
 NM1739
 NM1739                         *CURRENT SURVEY CONTROL
 NM1739  ___________________________________________________________________
 NM1739* NAD 83(1995)-  42 36 20.53074(N)    096 43 00.31139(W)     ADJUSTED  
 NM1739* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 NM1739  ___________________________________________________________________
 NM1739  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 NM1739  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 NM1739
 NM1739  HORZ ORDER  -  THIRD
 NM1739
 NM1739.The horizontal coordinates were established by classical geodetic methods
 NM1739.and adjusted by the National Geodetic Survey in August 1997..
 NM1739
 NM1739.The orthometric height was scaled from a topographic map.
 NM1739
 NM1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1739
 NM1739.The geoid height was determined by GEOID03.
 NM1739
 NM1739;                    North         East     Units Scale Factor Converg.
 NM1739;SPC NE       -   312,937.091   769,317.621   MT  0.99984317   +2 10 32.9
 NM1739;SPC SD S     -    36,719.585   896,702.601   MT  1.00006165   +2 29 41.7
 NM1739;SPC SD S     -   120,470.84  2,941,931.78   sFT  1.00006165   +2 29 41.7
 NM1739;UTM  14      - 4,719,557.263   687,293.475   MT  1.00003160   +1 32 45.9
 NM1739
 NM1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1739!SPC NE       -   0.99994141  x   0.99984317  =   0.99978459
 NM1739!SPC SD S     -   0.99994141  x   1.00006165  =   1.00000305
 NM1739!UTM  14      -   0.99994141  x   1.00003160  =   0.99997301
 NM1739
 NM1739:                Primary Azimuth Mark                     Grid Az
 NM1739:SPC NE       -  ELK POINT ST JOSEPHS CATH CH             017 37 39.9
 NM1739:SPC SD S     -  ELK POINT ST JOSEPHS CATH CH             017 18 31.1
 NM1739:UTM  14      -  ELK POINT ST JOSEPHS CATH CH             018 15 26.9
 NM1739
 NM1739|---------------------------------------------------------------------|
 NM1739| PID    Reference Object                     Distance      Geod. Az  |
 NM1739|                                                           dddmmss.s |
 NM1739| NM1840 ELK POINT ST JOSEPHS CATH CH        APPROX. 9.2 KM 0194812.8 |
 NM1739| NM1839 JEFFERSON ST PETERS CATH CH         APPROX.12.8 KM 0904526.8 |
 NM1739| NM1838 JEFFERSON MUNICIPAL TANK            APPROX.13.0 KM 0912737.7 |
 NM1739| CO3668 HEIL RM 1                            11.079 METERS 11933     |
 NM1739| CO3667 HEIL AZ MK                                         1512443.6 |
 NM1739| CO3669 HEIL RM 2                            21.037 METERS 27540     |
 NM1739|---------------------------------------------------------------------|
 NM1739
 NM1739                          SUPERSEDED SURVEY CONTROL
 NM1739
 NM1739  NAD 83(1986)-  42 36 20.53503(N)    096 43 00.30706(W) AD(       ) 3
 NM1739  NAD 27      -  42 36 20.54800(N)    096 42 59.17000(W) AD(       ) 3
 NM1739
 NM1739.Superseded values are not recommended for survey control.
 NM1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1739.See file dsdata.txt to determine how the superseded data were derived.
 NM1739
 NM1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8729319557(NAD 83)
 NM1739_MARKER: DS = TRIANGULATION STATION DISK
 NM1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1739_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1739
 NM1739  HISTORY     - Date     Condition        Report By
 NM1739  HISTORY     - 1948     MONUMENTED       CGS
 NM1739  HISTORY     - 20040309 POOR             DUCKS
 NM1739
 NM1739                          STATION DESCRIPTION
 NM1739
 NM1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1739'THE STATION IS LOCATED IN PONCA STATE PARK, 1/2 MILE WEST
 NM1739'AND 3 MILES NORTH OF PONCA, ON A BLUFF OVERLOOKING THE MISSOURI
 NM1739'RIVER TO THE EAST.  IT IS 25 FEET SOUTH OF A 4 INCH OAK TREE,
 NM1739'GROWING AT THE EDGE OF THE RIVER BLUFF.  THE DISK IS SET IN
 NM1739'CONCRETE IN A 6 INCH STOVEPIPE, PROJECTS 3 INCHES AND IS
 NM1739'STAMPED HEIL 1948.
 NM1739'
 NM1739'REFERENCE MARK NO 1 IS 36.35 FEET EAST OF THE STATION, AND
 NM1739'12 FEET WEST OF THE RIVER BLUFF.  IT IS SET IN CONCRETE
 NM1739'IN A 6 INCH STOVEPIPE, PROJECTS 8 INCHES, AND THE DISK IS
 NM1739'STAMPED HEIL NO 1 1943.
 NM1739'
 NM1739'REFERENCE MARK NO 2 IS 69.02 FEET WEST-SOUTHWEST OF THE STATION.
 NM1739'IT IS SET IN CONCRETE IN A 6 INCH STOVEPIPE, PROJECTS 6
 NM1739'INCHES, AND THE DISK IS STAMPED HEIL NO 2 1948.
 NM1739'
 NM1739'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHEAST OF THE
 NM1739'STATION, 11 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, AND
 NM1739'1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 8
 NM1739'INCHES AND THE DISK IS STAMPED HEIL 1948.
 NM1739'
 NM1739'TO REACH THE STATION FROM THE CROSS-STREETS JUST NORTH OF
 NM1739'THE POST OFFICE, IN PONCA, GO WEST ON THE MAIN STREET FOR 0.1
 NM1739'MILE TO CROSS-STREETS, TURN RIGHT AND GO NORTH ON STATE
 NM1739'ROUTE 9, FOR 2.0 MILES TO A SIDE ROAD LEFT, CONTINUE ON STATE
 NM1739'ROUTE 9 FOR 0.85 TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT
 NM1739'AHEAD 0.1 MILE TO A FORK*.  TAKE LEFT FORK FOR 0.1 MILE TO
 NM1739'ANOTHER FORK, JUST AFTER CROSSING BRIDGE.  TAKE LEFT FORK
 NM1739'FOR 0.1 MILE TO A TRACK ROAD RIGHT AND HILL TOP TRAIL SIGN
 NM1739'ON RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD NORTH 0.05 MILE
 NM1739'TO A GARDEN.  BEAR RIGHT UP A STEEP HILL TO THE TOP OF THE
 NM1739'RIDGE.  BEAR RIGHT TO THE HIGHEST POINT AND THE STATION AS
 NM1739'DESCRIBED.
 NM1739'
 NM1739'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO RIGHT FOR 0.1
 NM1739'MILE TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 NM1739'
 NM1739'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1739
 NM1739                          STATION RECOVERY (2004)
 NM1739
 NM1739'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (GLJ)
 NM1739'ALL THAT REMAINS OF THIS STATION IS A NUMBER 6 REBAR SET ABOUT ONE
 NM1739'FOOT BELOW THE SURFACE INSIDE A 4INCH PVC PIPE AND A STEEL WITNESS
 NM1739'POST NEARBY.  NO REFERENCE MONUMENTS COULD BE FOUND TO WITNESS THE
 NM1739'STATION.  THE REBAR FITS WGS84 LAT LONG BY SURVEY GRADE GPS FOR THE
 NM1739'LOCATION VERY WELL, BUT DO NOT KNOW ACCURACY OF THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0437 ***********************************************************************
 MN0437  DESIGNATION -  HEIN
 MN0437  PID         -  MN0437
 MN0437  STATE/COUNTY-  NE/DEUEL
 MN0437  USGS QUAD   -  CHAPPELL SE (1961)
 MN0437
 MN0437                         *CURRENT SURVEY CONTROL
 MN0437  ___________________________________________________________________
 MN0437* NAD 83(1995)-  41 01 08.53464(N)    102 22 10.49299(W)     ADJUSTED  
 MN0437* NAVD 88     -      1137.     (meters)    3730.     (feet)  SCALED    
 MN0437  ___________________________________________________________________
 MN0437  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 MN0437  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 MN0437
 MN0437  HORZ ORDER  -  SECOND
 MN0437
 MN0437.The horizontal coordinates were established by classical geodetic methods
 MN0437.and adjusted by the National Geodetic Survey in August 1997..
 MN0437
 MN0437.The orthometric height was scaled from a topographic map.
 MN0437
 MN0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0437
 MN0437.The geoid height was determined by GEOID03.
 MN0437
 MN0437;                    North         East     Units Scale Factor Converg.
 MN0437;SPC NE       -   134,374.678   300,778.046   MT  0.99969446   -1 34 13.1
 MN0437;SPC CO N     -   496,623.990 1,177,662.004   MT  1.00004676   +2 01 21.6
 MN0437;SPC CO N     - 1,629,340.54  3,863,712.76   sFT  1.00004676   +2 01 21.6
 MN0437;UTM  13      - 4,544,203.668   721,169.477   MT  1.00020208   +1 43 37.4
 MN0437
 MN0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0437!SPC NE       -   0.99982478  x   0.99969446  =   0.99951929
 MN0437!SPC CO N     -   0.99982478  x   1.00004676  =   0.99987153
 MN0437!UTM  13      -   0.99982478  x   1.00020208  =   1.00002682
 MN0437
 MN0437:                Primary Azimuth Mark                     Grid Az
 MN0437:SPC NE       -  HEIN AZ MK                               004 21 02.7
 MN0437:SPC CO N     -  HEIN AZ MK                               000 45 28.0
 MN0437:UTM  13      -  HEIN AZ MK                               001 03 12.2
 MN0437
 MN0437|---------------------------------------------------------------------|
 MN0437| PID    Reference Object                     Distance      Geod. Az  |
 MN0437|                                                           dddmmss.s |
 MN0437| CP8194 HEIN AZ MK                                         0024649.6 |
 MN0437| CP8195 HEIN RM 1                            20.550 METERS 10155     |
 MN0437| LK0510 JULESBURG MUNICIPAL TANK            APPROX. 9.8 KM 1104908.1 |
 MN0437| LK0494 JULESBURG ATT CO MICROWAVE MST      APPROX.16.2 KM 1303840.5 |
 MN0437| LK0495 JULESBURG FAA MICROWAVE MAST        APPROX.19.3 KM 1421142.6 |
 MN0437| LK0517 OVID GREAT WESTERN SUGAR CO TK      APPROX. 6.8 KM 1891659.4 |
 MN0437| LK0516 OVID MUNICIPAL TANK                 APPROX. 6.2 KM 1911215.2 |
 MN0437| CP8196 HEIN RM 2                            21.268 METERS 33912     |
 MN0437|---------------------------------------------------------------------|
 MN0437
 MN0437                          SUPERSEDED SURVEY CONTROL
 MN0437
 MN0437  NAD 83(1995)-  41 01 08.53452(N)    102 22 10.49325(W) AD(       ) 2
 MN0437  NAD 83(1995)-  41 01 08.53429(N)    102 22 10.49357(W) AD(       ) 2
 MN0437  NAD 83(1986)-  41 01 08.53357(N)    102 22 10.49335(W) AD(       ) 2
 MN0437  NAD 27      -  41 01 08.56600(N)    102 22 08.82060(W) AD(       ) 2
 MN0437
 MN0437.Superseded values are not recommended for survey control.
 MN0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0437.See file dsdata.txt to determine how the superseded data were derived.
 MN0437
 MN0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2116944204(NAD 83)
 MN0437_MARKER: DS = TRIANGULATION STATION DISK
 MN0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0437_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0437
 MN0437  HISTORY     - Date     Condition        Report By
 MN0437  HISTORY     - 1963     MONUMENTED       CGS
 MN0437
 MN0437                          STATION DESCRIPTION
 MN0437
 MN0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0437'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF CHAPPELL,
 MN0437'6-1/4 MILES WEST-NORTHWEST OF JULESBURG, AND 4-1/2 MILES
 MN0437'NORTH-NORTHEAST OF OVID.  IT IS ON A LOW GRASSY HILL IN SANDY
 MN0437'PASTURE LAND PRESENTLY OWNED BY MR. WALTER HEIN.
 MN0437'
 MN0437'TO REACH THE STATION FROM THE POST OFFICE IN CHAPPELL GO WEST 1/2
 MN0437'BLOCK ON U.S. HIGHWAY 30 TO THE JUNCTION WITH U.S. HIGHWAY 385.
 MN0437'TURN LEFT AND GO SOUTH AND SOUTHEAST ON U.S. HIGHWAY 385 FOR 5.9
 MN0437'MILES TO A CROSSROAD.  TURN LEFT, ACROSS RAILROAD TRACKS, AND
 MN0437'GO EAST 1.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH 0.2
 MN0437'MILE TO A DRIVEWAY INTO A FARM YARD ON THE LEFT.  GO EAST IN THE
 MN0437'YARD THEN SOUTH AROUND THE CHICKEN HOUSE ABOUT 0.1 MILE TO A
 MN0437'WIRE GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD
 MN0437'SOUTH-SOUTHEAST ACROSS PASTURE 0.3 MILE TO A FENCE CORNER.
 MN0437'CONTINUE SOUTHEAST ON TRACK ROAD 0.2 MILE TO A FORK.  TAKE
 MN0437'LEFT FORK AND CONTINUE SOUTHEAST 0.4 MILE TO A SECOND FORK.
 MN0437'TAKE THE RIGHT FORK AND GO SOUTHWEST 0.2 MILE TO THE HIGHEST
 MN0437'POINT AND STATION.
 MN0437'
 MN0437'THE STATION MARK IS A STANDARD DISK STAMPED HEIN 1963 SET IN
 MN0437'THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE SURFACE
 MN0437'OF THE GROUND.  IT IS 14.2 FEET NORTH OF A METAL WITNESS POST
 MN0437'SET IN AN EAST-WEST SECTION LINE FENCE.
 MN0437'
 MN0437'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HEIN NO 1
 MN0437'1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 MN0437'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 1.4 FEET NORTH OF
 MN0437'THE EAST-WEST FENCE, AND ABOUT 6 FEET LOWER THAN THE STATION
 MN0437'MARK.
 MN0437'
 MN0437'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HEIN NO 2
 MN0437'1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 MN0437'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 79.2 FEET NORTH
 MN0437'OF THE EAST-WEST FENCE, AND AT THE SAME ELEVATION AS THE STATION
 MN0437'MARK.
 MN0437'
 MN0437'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HEIN 1963 SET IN THE
 MN0437'TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE SURFACE
 MN0437'OF THE GROUND.  IT IS 4.6 FEET WEST OF A FENCE CORNER POST,
 MN0437'1 FOOT SOUTH OF THE FENCE LINE, AND 2.5 FEET WEST OF A METAL
 MN0437'WITNESS POST WITH SIGN.
 MN0437'
 MN0437'TO REACH THE AZIMUTH MARK FROM THE FENCE CORNER MENTIONED IN THE
 MN0437'SECOND PARAGRAPH ABOVE, TURN LEFT AND GO EAST ALONG THE SOUTH
 MN0437'SIDE OF THE FENCE FOR 0.2 MILE TO A FENCE CORNER AND THE MARK
 MN0437'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0813 ***********************************************************************
 LG0813  DESIGNATION -  HELVEY
 LG0813  PID         -  LG0813
 LG0813  STATE/COUNTY-  NE/JEFFERSON
 LG0813  USGS QUAD   -  WESTERN SW (1960)
 LG0813
 LG0813                         *CURRENT SURVEY CONTROL
 LG0813  ___________________________________________________________________
 LG0813* NAD 83(1995)-  40 15 45.94201(N)    097 13 20.52787(W)     ADJUSTED  
 LG0813* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 LG0813  ___________________________________________________________________
 LG0813  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 LG0813  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 LG0813
 LG0813  HORZ ORDER  -  FIRST
 LG0813
 LG0813.The horizontal coordinates were established by classical geodetic methods
 LG0813.and adjusted by the National Geodetic Survey in August 1997..
 LG0813
 LG0813.The orthometric height was scaled from a topographic map.
 LG0813
 LG0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0813
 LG0813.The geoid height was determined by GEOID03.
 LG0813
 LG0813;                    North         East     Units Scale Factor Converg.
 LG0813;SPC NE       -    51,475.637   736,214.710   MT  0.99989154   +1 50 26.6
 LG0813;UTM  14      - 4,458,437.612   651,158.892   MT  0.99988127   +1 08 56.7
 LG0813
 LG0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0813!SPC NE       -   0.99993205  x   0.99989154  =   0.99982360
 LG0813!UTM  14      -   0.99993205  x   0.99988127  =   0.99981333
 LG0813
 LG0813|---------------------------------------------------------------------|
 LG0813| PID    Reference Object                     Distance      Geod. Az  |
 LG0813|                                                           dddmmss.s |
 LG0813| CN8765 HELVEY RM 5                          22.488 METERS 03057     |
 LG0813| CN8763 HELVEY RM 3                          18.923 METERS 03323     |
 LG0813| CN8761 HELVEY RM 1                          57.738 METERS 06755     |
 LG0813| LG1094 PLYMOUTH MUNICIPAL TANK             APPROX.20.4 KM 0773755.7 |
 LG0813| CN8760 HELVEY AZ MK                                       1552631.9 |
 LG0813| LG0826 ZION LUTHERAN CHURCH SPIRE          APPROX.12.7 KM 2081903.8 |
 LG0813| LG0839 ALEXANDRIA MUNICIPAL TANK           APPROX.14.5 KM 2640512.3 |
 LG0813| CN8762 HELVEY RM 2                          56.312 METERS 29315     |
 LG0813| LG0843 DAYKIN MUNICIPAL TANK               APPROX. 9.4 KM 3151508.6 |
 LG0813| LG0844 DAYKIN ST JOHNS LUTH CHURCH         APPROX. 9.1 KM 3153300.3 |
 LG0813| CN8764 HELVEY RM 4                          21.670 METERS 31621     |
 LG0813| CN8766 HELVEY RM 6                          25.960 METERS 31817     |
 LG0813|---------------------------------------------------------------------|
 LG0813
 LG0813                          SUPERSEDED SURVEY CONTROL
 LG0813
 LG0813  NAD 83(1986)-  40 15 45.94859(N)    097 13 20.52729(W) AD(       ) 1
 LG0813  NAD 27      -  40 15 45.94700(N)    097 13 19.38800(W) AD(       ) 1
 LG0813
 LG0813.Superseded values are not recommended for survey control.
 LG0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0813.See file dsdata.txt to determine how the superseded data were derived.
 LG0813
 LG0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5115958438(NAD 83)
 LG0813_MARKER: DS = TRIANGULATION STATION DISK
 LG0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0813
 LG0813  HISTORY     - Date     Condition        Report By
 LG0813  HISTORY     - 1935     MONUMENTED       CGS
 LG0813  HISTORY     - 1950     GOOD             CGS
 LG0813  HISTORY     - 1958     MARK NOT FOUND   USGS
 LG0813  HISTORY     - 1959     GOOD             CGS
 LG0813  HISTORY     - 1970     GOOD             NGS
 LG0813
 LG0813                          STATION DESCRIPTION
 LG0813
 LG0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0813'STATION IS LOCATED IN THE NORTHEAST QUARTER SEC. 5, T. 3 N.,
 LG0813'R. 2 E., ABOUT 2 MILES EAST OF HELVEY, 2.25 MILES WEST OF BOWER,
 LG0813'AND 13 MILES NORTHWEST OF FAIRBURY.  MARK IS SET ON HIGHEST
 LG0813'GROUND IN VICINITY, 28 FEET SOUTH OF CENTERLINE OF ROAD
 LG0813'
 LG0813'TO REACH FROM FAIRBURY, GO NORTH ON STATE HIGHWAY 15 FROM
 LG0813'COURTHOUSE FOR 8.75 MILES, TURN LEFT (WEST) AND GO 2.25 MILES
 LG0813'TO STATION ON SOUTH SIDE OF ROAD.
 LG0813'
 LG0813'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION 126.45 FEET
 LG0813'(38.541 METERS) ON NORTH SIDE OF ROAD.
 LG0813'
 LG0813'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION 118.96 FEET
 LG0813'(36.258 METERS) ON NORTH SIDE OF ROAD.
 LG0813'
 LG0813'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHEAST OF STATION ON
 LG0813'WEST SIDE OF ROAD IN FENCE CORNER, 30 FEET WEST OF CENTERLINE OF
 LG0813'ROAD.  TO REACH FROM STATION, GO EAST 0.2 MILE, THEN TURN RIGHT
 LG0813'AND GO SOUTH 0.5 MILE TO LANE TURNING WEST.  MARK IS IN
 LG0813'NORTHEAST FENCE CORNER.
 LG0813'
 LG0813'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LG0813
 LG0813                          STATION RECOVERY (1950)
 LG0813
 LG0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0813'THE STATION AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED AND
 LG0813'FOUND TO BE IN GOOD CONDITION.  THE REFERENCE MARKS NO. 1 AND 2
 LG0813'WERE DESTROYED DUE TO WIDENING OF THE ROAD.
 LG0813'
 LG0813'TWO NEW REFERENCE MARKS NO. 3 AND 4 WERE SET.
 LG0813'
 LG0813'THE 1935 DESCRIPTION BY C.I.A. IS ADEQUATE.
 LG0813'
 LG0813'REFERENCE MARK NO. 3 IS 29 FEET NORTH OF THE CENTERLINE OF THE
 LG0813'ROAD, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE. THE MARK
 LG0813'PROJECTS 2 INCHES AND THE DISK IS STAMPED HELVEY NO 3 1950.
 LG0813'
 LG0813'REFERENCE MARK NO. 4 IS 29 FEET NORTH OF THE CENTERLINE OF THE
 LG0813'ROAD AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK
 LG0813'PROJECTS 2 INCHES AND THE DISK IS STAMPED HELVEY NO 4 1950.
 LG0813'
 LG0813'THE 1950 DIRECTION TO THE AZIMUTH MARK CHECKED WITH THE 1935.
 LG0813'
 LG0813'OBSERVATIONS TAKEN FROM A 64 FT. TOWER.
 LG0813
 LG0813                          STATION RECOVERY (1958)
 LG0813
 LG0813'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LG0813'STATION WAS SEARCHED AND DUG FOR BUT UNABLE TO FIND IT.  THERE IS
 LG0813'2 MORE REFERENCE MARKS SET NEAR THE REFERENCE MARKS 1 AND 2.  THE
 LG0813'TABLETS HAVE BEEN TAKEN OUT OF REFERENCE MARKS 1 AND 2.
 LG0813'
 LG0813'REFERENCE MARKS 3 AND 4 WAS SET.
 LG0813'
 LG0813'HELVEY LA PLACE REFERENCE MARKS 1 AND 2 OKAY, AND DISTANCE OKAY
 LG0813'AS GIVEN IN NOTES.  (TAPED)
 LG0813
 LG0813                          STATION RECOVERY (1959)
 LG0813
 LG0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG0813'STATION WAS RECOVERED AS DESCRIBED BY J.C.T. IN 1950 AND ALL MARKS
 LG0813'WERE FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL
 LG0813'DESTROY THE REFERENCE MARKS, SO THEY WERE MOVED.  A COMPLETE
 LG0813'DESCRIPTION FOLLOWS.
 LG0813'
 LG0813'STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF FAIRBURY AND
 LG0813'2 MILES EAST OF THE SMALL VILLAGE OF HELVEY AND 1/4 MILE WEST OF
 LG0813'THE NORTHEAST CORNER OF SECTION 5, T 3 N., R 2 E ON THE ROAD
 LG0813'RIGHT-OF-WAY, 28 FEET SOUTH OF THE CENTER OF A GRADED COUNTY
 LG0813'ROAD, 10 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCELINE, AND
 LG0813'1.5 FEET EAST OF A NEW WITNESS POST SIGN WHICH PROJECTS ABOUT 4
 LG0813'FEET.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LG0813'HELVEY 1935.
 LG0813'
 LG0813'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 LG0813'SQUARE IN FAIRBURY, GO EAST ON 5TH STREET FOR 0.5 MILE TO
 LG0813'STATE HIGHWAY 15.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 15 FOR
 LG0813'0.7 MILE TO THE JUNCTION OF STATE HIGHWAY 3.  CONTINUE NORTH OF
 LG0813'STATE HIGHWAY 15 FOR 8.2 MILES TO CROSSROADS AND SCHOOL IN THE
 LG0813'NORTHWEST ANGLE OF INTERSECTION.  TURN LEFT AND GO WEST ON A
 LG0813'GRADED COUNTY ROAD FOR 2.25 MILES TO THE STATION ON THE LEFT AS
 LG0813'DESCRIBED.
 LG0813'
 LG0813'REFERENCE MARK NO. 5 IS 73.78 FEET NORTHEAST OF THE STATION,
 LG0813'37 FEET NORTH OF THE CENTER OF GRADED ROAD, 1 FOOT SOUTH OF
 LG0813'FENCE, AND 1 FOOT WEST OF WITNESS POST.  THE MARK PROJECTS 2
 LG0813'INCHES AND THE DISK IS STAMPED HELVEY NO 5 1935.
 LG0813'
 LG0813'REFERENCE MARK NO. 6 IS 85.17 FEET NORTHWEST OF THE STATION, 37
 LG0813'FEET NORTH OF THE CENTER OF GRADED ROAD, 1 FOOT SOUTH OF FENCE,
 LG0813'AND 1 FOOT EAST OF WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 LG0813'THE DISK IS STAMPED HELVEY NO 6 1935.
 LG0813'
 LG0813'AZIMUTH MARK IS 0.55 MILE SOUTH-SOUTHEAST OF THE STATION, 34
 LG0813'FEET WEST OF THE CENTER OF GRAVEL ROAD, 8 FEET WEST OF A FENCE
 LG0813'CORNER, AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES
 LG0813'AND THE DISK IS STAMPED HELVEY 1935.
 LG0813'
 LG0813'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.25 MILE
 LG0813'TO CROSSROADS.  TURN RIGHT AND GO SOUTH FOR 0.5 MILE ON GRAVEL
 LG0813'ROAD TO THE AZIMUTH MARK ON THE RIGHT.
 LG0813'
 LG0813'THE DISTANCE BETWEEN REFERENCE MARKS IS 94.55 FEET.
 LG0813
 LG0813                          STATION RECOVERY (1970)
 LG0813
 LG0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0813'THE STATION MARK, REFERENCE MARK NO. 5, REFERENCE MARK NO. 6,
 LG0813'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 LG0813'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 LG0813'ADEQUATE FOR RECOVERY.
 LG0813'
 LG0813'A METAL WITNESS POST WAS SET 1.5 FEET SOUTH OF THE AZIMUTH MARK.
 LG0813'
 LG0813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 LG0813'NNW OF FAIRBURY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0814 ***********************************************************************
 LG0814  DESIGNATION -  HELVEY LAPLACE 2 AZ MK
 LG0814  PID         -  LG0814
 LG0814  STATE/COUNTY-  NE/JEFFERSON
 LG0814  USGS QUAD   -  WESTERN SW (1960)
 LG0814
 LG0814                         *CURRENT SURVEY CONTROL
 LG0814  ___________________________________________________________________
 LG0814* NAD 83(1995)-  40 19 13.82891(N)    097 11 58.89689(W)     ADJUSTED  
 LG0814* NAVD 88     -       456.     (meters)    1496.     (feet)  SCALED    
 LG0814  ___________________________________________________________________
 LG0814  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 LG0814  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 LG0814
 LG0814  HORZ ORDER  -  SECOND
 LG0814
 LG0814.The horizontal coordinates were established by classical geodetic methods
 LG0814.and adjusted by the National Geodetic Survey in August 1997..
 LG0814.No horizontal observational check was made to the station.
 LG0814
 LG0814.The orthometric height was scaled from a topographic map.
 LG0814
 LG0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0814
 LG0814.The geoid height was determined by GEOID03.
 LG0814
 LG0814;                    North         East     Units Scale Factor Converg.
 LG0814;SPC NE       -    57,945.885   737,934.761   MT  0.99987046   +1 51 20.7
 LG0814;UTM  14      - 4,464,886.665   652,956.870   MT  0.99988800   +1 09 54.5
 LG0814
 LG0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0814!SPC NE       -   0.99993268  x   0.99987046  =   0.99980314
 LG0814!UTM  14      -   0.99993268  x   0.99988800  =   0.99982068
 LG0814
 LG0814|---------------------------------------------------------------------|
 LG0814| PID    Reference Object                     Distance      Geod. Az  |
 LG0814|                                                           dddmmss.s |
 LG0814| LG0815 HELVEY LAPLACE AZI                   12.250 METERS 01645     |
 LG0814| CN8767 HELVEY LAPLACE AZI RM 1              67.333 METERS 05236     |
 LG0814| CN8769 HELVEY LAPLACE AZI RM 3              67.266 METERS 11908     |
 LG0814|---------------------------------------------------------------------|
 LG0814
 LG0814                          SUPERSEDED SURVEY CONTROL
 LG0814
 LG0814  NAD 83(1986)-  40 19 13.83576(N)    097 11 58.89634(W) AD(       ) 2
 LG0814  NAD 27      -  40 19 13.83300(N)    097 11 57.75600(W) AD(       ) 2
 LG0814
 LG0814.Superseded values are not recommended for survey control.
 LG0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0814.See file dsdata.txt to determine how the superseded data were derived.
 LG0814
 LG0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5295764887(NAD 83)
 LG0814_MARKER: DS = TRIANGULATION STATION DISK
 LG0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0814_STAMPING: HELVEY 2 LAP AZI 1962
 LG0814_MARK LOGO: CGS   
 LG0814_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0814+STABILITY: SURFACE MOTION
 LG0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0814+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1998
 LG0814
 LG0814  HISTORY     - Date     Condition        Report By
 LG0814  HISTORY     - 1962     MONUMENTED       CGS
 LG0814  HISTORY     - 1970     GOOD             NGS
 LG0814  HISTORY     - 19981102 GOOD             NEDR
 LG0814  HISTORY     - 20040531 POOR             USPSQD
 LG0814
 LG0814                          STATION DESCRIPTION
 LG0814
 LG0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG0814'STATION IS LOCATED ABOUT 13 MILES NORTH OF FAIRBURY, 5 MILES
 LG0814'SOUTH OF WESTERN, AND 4-1/2 MILES NORTH-NORTHEAST OF
 LG0814'TRIANGULATION STATION HELVEY 1935, AND 1 MILE WEST OF THE JUNCTION
 LG0814'OF STATE HIGHWAYS 4 AND 15 AT A CROSSROADS IN THE NE 1/4, SEC.
 LG0814'15, T. 4 N., R 2 E, 311 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LG0814'OF THE EV. LUTHERAN CHURCH IN THE NE ANGLE OF THE INTERSECTION,
 LG0814'200 FEET WEST OF THE WEST CONCRETE HEADWALL FOR CULVERT ON
 LG0814'NORTH-SOUTH ROAD, 22 FEET WEST OF A POWER POLE, 58 FEET SOUTH
 LG0814'OF THE CENTER OF STATE HIGHWAY 4, AND 1.5 FEET EAST OF A NEW
 LG0814'WITNESS POST SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LG0814'STAMPED HELVEY LAP AZI 2 1962.
 LG0814'
 LG0814'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 LG0814'SQUARE IN FAIRBURY, GO EAST ON 5TH STREET FOR 0.5 MILE TO STATE
 LG0814'HIGHWAY 15.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 15 FOR 0.7
 LG0814'MILE TO THE JUNCTION OF US HIGHWAY 136 AND STATE HIGHWAY 3.
 LG0814'CROSS THESE HIGHWAYS AND CONTINUE NORTH ON STATE HIGHWAY 15 FOR
 LG0814'12.2 MILES TO THE JUNCTION OF STATE HIGHWAY 4 GOING WEST.  TURN
 LG0814'LEFT AND GO WEST FOR 1.0 MILE TO THE EV. LUTHERAN CHURCH ON THE
 LG0814'RIGHT AND CROSSROADS AND THE STATION ON THE LEFT AS DESCRIBED.
 LG0814'
 LG0814'REFERENCE MARK NO 1 IS 220.91 FEET NORTHEAST OF THE STATION, 98
 LG0814'FEET WEST OF THE SOUTHWEST CORNER OF THE EV. LUTHERAN CHURCH, 75
 LG0814'FEET NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 4 AND A
 LG0814'NORTH-SOUTH GRAVEL ROAD, 62 FEET NORTH OF THE CENTER OF STATE
 LG0814'HIGHWAY 4, 45 FEET WEST OF THE CENTER OF NORTH-SOUTH GRAVEL ROAD,
 LG0814'26 FEET NORTHWEST OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF A
 LG0814'STEEL POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 LG0814'AND THE DISK IS STAMPED HELVEY LAP AZI NO 1 1935.
 LG0814'
 LG0814'REFERENCE MARK NO. 3 IS 220.69 FEET EAST-SOUTHEAST OF THE STATION,
 LG0814'190 FEET SOUTH OF THE JUNCTION OF STATE HIGHWAY 4 AND NORTH-SOUTH
 LG0814'GRAVEL ROAD, 118 FEET SOUTH OF THE SOUTH END OF THE WEST
 LG0814'CONCRETE HEADWALL FOR CULVERT, 34 FEET WEST OF THE CENTER OF
 LG0814'GRAVEL ROAD, AND 2 FEET SOUTH OF A TELEPHONE POLE.  THE MARK
 LG0814'PROJECTS 6 INCHES AND THE DISK IS STAMPED HELVEY LAP AZI NO 3
 LG0814'1935.
 LG0814'
 LG0814'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0814
 LG0814                          STATION RECOVERY (1970)
 LG0814
 LG0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0814'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 3
 LG0814'WERE RECOVERED AS DESCRIBED IN 1962 AND ALL MARKS WERE FOUND IN
 LG0814'GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LG0814'
 LG0814'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 LG0814'
 LG0814'REFERENCE MARK NO. 1 IS 20 FEET NORTHWEST OF A TELEPHONE POLE AND
 LG0814'A UNDERGROUND TELEPHONE CABLE BOX.
 LG0814'
 LG0814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 LG0814'SOUTH OF WESTERN.
 LG0814
 LG0814                          STATION RECOVERY (1998)
 LG0814
 LG0814'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LG0814'ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 4, AT MILEPOST 131+52, IN
 LG0814'THE NE1/4, SEC16, T4N, R2E. OWNERSHIP, NEBRASKA DEPARTMENT OF ROADS.
 LG0814'TELEPHONE 402.479 4379.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS
 LG0814'15 AND 44, 6.0 MI (9.7 KM) EAST OF DAYKIN, GO WEST ON HIGHWAY 4 FOR
 LG0814'1.05 MI (1.69 KM) TO THE STATION ON THE LEFT.  IT IS A STANDARD DISK,
 LG0814'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, FLUSH, THAT IS 17.30 M
 LG0814'(56.76 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 67.333 M (220.908
 LG0814'FT) SOUTHWEST OF REFERENCE MARK 1, WHICH HAS BEEN HIT BY FARM
 LG0814'EQUIPMENT, 57.96 M (190.16 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER
 LG0814'OF A BURIED TELEPHONE CABLE, PEDESTAL BOX, 10.65 M (34.94 FT)
 LG0814'EAST-NORTHEAST OF A NAIL IN A GUYED, POWER POLE, AND 0.5 M (1.6 FT)
 LG0814'EAST-NORTHEAST OF A WITNESS POST.
 LG0814
 LG0814                          STATION RECOVERY (2004)
 LG0814
 LG0814'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0814'REFERENCE MARK NO. 1 FOUND BUT IT HAS A CHIPPED EDGE WITH A PIE-SHAPED
 LG0814'PIECE OF THE MARK MISSING.  STATION AND REFERENCE MARK NO. 3 NOT
 LG0814'SEARCHED FOR THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0815 ***********************************************************************
 LG0815  DESIGNATION -  HELVEY LAPLACE AZI
 LG0815  PID         -  LG0815
 LG0815  STATE/COUNTY-  NE/JEFFERSON
 LG0815  USGS QUAD   -  WESTERN SW (1960)
 LG0815
 LG0815                         *CURRENT SURVEY CONTROL
 LG0815  ___________________________________________________________________
 LG0815* NAD 83(1995)-  40 19 14.20923(N)    097 11 58.74741(W)     ADJUSTED  
 LG0815* NAVD 88     -       456.     (meters)    1496.     (feet)  SCALED    
 LG0815  ___________________________________________________________________
 LG0815  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 LG0815  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 LG0815
 LG0815  HORZ ORDER  -  FIRST
 LG0815
 LG0815.The horizontal coordinates were established by classical geodetic methods
 LG0815.and adjusted by the National Geodetic Survey in August 1997..
 LG0815
 LG0815.The orthometric height was scaled from a topographic map.
 LG0815
 LG0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0815
 LG0815.The geoid height was determined by GEOID03.
 LG0815
 LG0815;                    North         East     Units Scale Factor Converg.
 LG0815;SPC NE       -    57,957.723   737,937.908   MT  0.99987042   +1 51 20.8
 LG0815;UTM  14      - 4,464,898.464   652,960.160   MT  0.99988801   +1 09 54.6
 LG0815
 LG0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0815!SPC NE       -   0.99993268  x   0.99987042  =   0.99980310
 LG0815!UTM  14      -   0.99993268  x   0.99988801  =   0.99982069
 LG0815
 LG0815:                Primary Azimuth Mark                     Grid Az
 LG0815:SPC NE       -  WESTERN ST JOHANNIS CH SPIRE             001 43 25.3
 LG0815:UTM  14      -  WESTERN ST JOHANNIS CH SPIRE             002 24 51.5
 LG0815
 LG0815|---------------------------------------------------------------------|
 LG0815| PID    Reference Object                     Distance      Geod. Az  |
 LG0815|                                                           dddmmss.s |
 LG0815| LG0816 WESTERN ST JOHANNIS CH SPIRE        APPROX. 7.8 KM 0033446.1 |
 LG0815| LG0808 PLACEK                              APPROX.12.2 KM 0415858.0 |
 LG0815| CN8767 HELVEY LAPLACE AZI RM 1              57.738 METERS 05945     |
 LG0815| CN8768 HELVEY LAPLACE AZI RM 2              36.253 METERS 09718     |
 LG0815| CN8769 HELVEY LAPLACE AZI RM 3              70.918 METERS 12852     |
 LG0815| LG0818 JANSEN MUNICIPAL TANK               APPROX.18.0 KM 1463755.7 |
 LG0815| LG0814 HELVEY LAPLACE 2 AZ MK               12.250 METERS 19645     |
 LG0815| LG0826 ZION LUTHERAN CHURCH SPIRE          APPROX.19.3 KM 2042019.2 |
 LG0815| LG0844 DAYKIN ST JOHNS LUTH CHURCH         APPROX. 8.3 KM 2702439.9 |
 LG0815|---------------------------------------------------------------------|
 LG0815
 LG0815                          SUPERSEDED SURVEY CONTROL
 LG0815
 LG0815  NAD 83(1986)-  40 19 14.21608(N)    097 11 58.74686(W) AD(       ) 1
 LG0815  NAD 27      -  40 19 14.21300(N)    097 11 57.60700(W) AD(       ) 1
 LG0815
 LG0815.Superseded values are not recommended for survey control.
 LG0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0815.See file dsdata.txt to determine how the superseded data were derived.
 LG0815
 LG0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5296064898(NAD 83)
 LG0815_MARKER: DS = TRIANGULATION STATION DISK
 LG0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0815
 LG0815  HISTORY     - Date     Condition        Report By
 LG0815  HISTORY     - 1935     MONUMENTED       CGS
 LG0815  HISTORY     - 1935     GOOD             CGS
 LG0815  HISTORY     - 1959     GOOD             CGS
 LG0815  HISTORY     - 1962     GOOD             CGS
 LG0815
 LG0815                          STATION DESCRIPTION
 LG0815
 LG0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0815'STATION IS ABOUT 4-1/2 MILES NORTHEAST OF TRIANGULATION STATION
 LG0815'HELVEY, ON PROPERTY OF H.G. BUTT.
 LG0815'
 LG0815'REACHED FROM THE NORTHEAST CORNER OF COURTHOUSE IN FAIRBURY BY
 LG0815'GOING NORTH ON STATE HIGHWAY 15 FOR 14 MILES TO INTERSECTION WITH
 LG0815'STATE HIGHWAY 14.  MARK IS IN SOUTHWEST ANGLE, 214 FEET WEST OF
 LG0815'CENTERLINE OF STATE HIGHWAY 15, 45 FEET SOUTH OF CENTERLINE OF
 LG0815'STATE HIGHWAY 14, 13 FEET SOUTH OF SOUTH RIGHT-OF-WAY FENCE LINE.
 LG0815'MARK IS 20 INCHES BELOW THE SURFACE OF THE GROUND.
 LG0815'
 LG0815'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, IN NORTH PART OF
 LG0815'Y-INTERSECTION, 45 FEET WEST OF CENTERLINE OF STATE HIGHWAY 15,
 LG0815'52 FEET NORTH OF CROSS ROAD, AND 33 FEET SOUTH OF NORTH TURN-OFF.
 LG0815'MARK PROJECTS 4 INCHES.
 LG0815'
 LG0815'REFERENCE MARK NO. 2 IS NORTHEAST OF STATION, IN SOUTH PART OF
 LG0815'INTERSECTION, 32 FEET WEST OF CENTERLINE OF STATE HIGHWAY 15,
 LG0815'69 FEET SOUTH OF CROSS ROAD, AND 27 FEET NORTH OF SOUTH TURN-OFF.
 LG0815'MARK PROJECTS 4 INCHES.
 LG0815'
 LG0815'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LG0815
 LG0815                          STATION RECOVERY (1935)
 LG0815
 LG0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 LG0815'ERRORS AND MISTATEMENTS IN ORIGINAL DESCRIPTION AS FOLLOWS-
 LG0815'
 LG0815'STATION IS NOT ON THE HIGHEST GROUND IN THE VICINITY.  STATION IS
 LG0815'NOT AT THE JUNCTION OF STATE HIGHWAYS 15 AND 14 BUT AT THE
 LG0815'JUNCTION OF STATE HIGHWAYS 15 AND 4.  MARK IS STAMPED H-LVEY.
 LG0815'STATION HELVEY IS NOT VISIBLE FROM THE GROUND.
 LG0815'
 LG0815'CORRECTED DIRECTIONS FOR REACHING STATION- IT IS 5.1 MILES SOUTH
 LG0815'OF WESTERN, AND 13 MILES NORTH AND 1 MILE WEST OF FAIRBURY.
 LG0815'
 LG0815'REACHED FROM WESTERN BY FOLLOWING STATE HIGHWAY 15 SOUTH 5.1
 LG0815'MILES TO JUNCTION WITH STATE HIGHWAY 4, AT CHURCH CORNER.  TO
 LG0815'REACH FROM FAIRBURY, FOLLOW STATE HIGHWAY 15 NORTH 12 MILES TO
 LG0815'JUNCTION WITH STATE HIGHWAY 4, TURN WEST ON STATE HIGHWAYS 4 AND
 LG0815'15, GO WEST 1 MILE THEN NORTH 1 MILE TO CHURCH CORNER (RED BRICK
 LG0815'CHURCH AT NORTHEAST CORNER OF ROAD INTERSECTIONS).  STATION IS
 LG0815'3 PACES SOUTH OF WIRE GATE IN FENCE AT SOUTH SIDE OF ROAD AT
 LG0815'POINT OF TANGENCY OF CURVE MAKING JUNCTION WITH STATE HIGHWAYS
 LG0815'4 AND 15.  AT THIS POINT HIGHWAY 4 LEADS WEST AND HIGHWAY 15
 LG0815'NORTH.  STATION IS SOUTHWEST OF ROAD INTERSECTION.
 LG0815
 LG0815                          STATION RECOVERY (1959)
 LG0815
 LG0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG0815'THIS STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 LG0815'CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY REFERENCE MARK
 LG0815'NO. 2.  IT WAS MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG0815'
 LG0815'STATION IS LOCATED ABOUT 13 MILES NORTH OF FAIRBURY, 5 MILES
 LG0815'SOUTH OF WESTERN, AND 4 AND 1/2 MILES NORTHEAST OF TRIANGULATION
 LG0815'STATION HELVEY AT THE JUNCTION OF STATE HIGHWAYS 4 AND 15 AND
 LG0815'THE EV. LUTHERAN CHURCH IN THE SOUTHWEST ANGLE OF THE
 LG0815'INTERSECTION, ABOUT 100 YARDS WEST-SOUTHWEST OF CHURCH IN A
 LG0815'CULTIVATED FIELD, 189 FEET WEST OF THE NORTH END OF THE WEST
 LG0815'CONCRETE HEADWALL FOR A CULVERT UNDER NORTH-SOUTH GRAVEL ROAD,
 LG0815'45 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 4, 19 FEET
 LG0815'SOUTHWEST OF A POWER POLE, AND 15 FEET SOUTH OF A FENCE AND A
 LG0815'NEW WITNESS SIGN POST.  THE MARK IS 14 INCHES BELOW THE
 LG0815'SURFACE OF THE GROUND AND THE DISK IS STAMPED HELVEY LAP
 LG0815'AZI 1935.
 LG0815'
 LG0815'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN FAIRBURY,
 LG0815'GO NORTH ON STATE HIGHWAY 15 FOR 12.0 MILES TO JUNCTION WITH
 LG0815'STATE HIGHWAY 4.  CONTINUE NORTH ON STATE HIGHWAYS 4 AND 15 FOR
 LG0815'1.0 MILE.  TURN LEFT AND GO WEST ON STATE HIGHWAYS 4 AND 15 FOR
 LG0815'1.0 MILE TO THEIR JUNCTION AT CHURCH AND THE STATION AS
 LG0815'DESCRIBED.
 LG0815'
 LG0815'REFERENCE MARK NO. 1 IS 189.43 FEET EAST-NORTHEAST OF THE STATION,
 LG0815'98 FEET WEST OF THE SOUTHWEST CORNER OF THE EV. LUTHERAN CHURCH,
 LG0815'75 FEET NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 4 AND STATE
 LG0815'HIGHWAY 15 NORTH, 52 FEET NORTH OF THE CENTER OF STATE HIGHWAY 4,
 LG0815'45 FEET WEST OF THE CENTER OF STATE HIGHWAY 15, 26 FEET NORTHWEST
 LG0815'OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF STEEL POST.  THE MARK
 LG0815'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LG0815'HELVEY LAP AZI NO 1 1935.
 LG0815'
 LG0815'REFERENCE MARK NO. 3 IS 232.67 FEET SOUTHEAST OF THE STATION,
 LG0815'190 FEET SOUTH OF THE CROSSROADS (STATE HIGHWAY 4 AND STATE
 LG0815'HIGHWAY 15 GOING NORTH), 118 FEET SOUTH OF THE SOUTH END OF THE
 LG0815'WEST CONCRETE HEADWALL FOR CULVERT, 34 FEET WEST OF THE CENTER
 LG0815'OF GRAVEL ROAD, 2 FEET SOUTH OF TELEPHONE POLE, AND IN THE
 LG0815'FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LG0815'HELVEY LAP AZI NO 3 1935.
 LG0815
 LG0815                          STATION RECOVERY (1962)
 LG0815
 LG0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG0815'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0815'IN GOOD CONDITION.  STATION HELVEY IS NOT VISIBLE FROM THE
 LG0815'GROUND AT THIS STATION.  ROAD CONSTRUCTION WORK ALONG STATE
 LG0815'HIGHWAY 4 WILL DESTROY THE STATION MARK, SO A NEW STATION, HELVEY
 LG0815'LA PLACE AZIMUTH 2, WAS ESTABLISHED.  FOR DETAILS, SEE THE
 LG0815'DESCRIPTION.  THE DISK WAS REMOVED FROM THE CONCRETE BLOCK FOR
 LG0815'THE SURFACE MARK FOR THIS STATION.  THE UNDERGROUND MARK WAS
 LG0815'LEFT IN PLACE AND IT WILL BE BURIED UNDER THE GRADE OF THE NEW
 LG0815'HIGHWAY ON THE SOUTH SHOULDER.  EVERY EFFORT WAS MADE TO MOVE
 LG0815'THIS STATION ON LINE TOWARD TRIANGULATION STATION HELVEY
 LG0815'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0340 ***********************************************************************
 NP0340  CBN         -  This is a Cooperative Base Network Control Station.
 NP0340  DESIGNATION -  HEMINGFORD
 NP0340  PID         -  NP0340
 NP0340  STATE/COUNTY-  NE/BOX BUTTE
 NP0340  USGS QUAD   -  HEMINGFORD (1948)
 NP0340
 NP0340                         *CURRENT SURVEY CONTROL
 NP0340  ___________________________________________________________________
 NP0340* NAD 83(1995)-  42 17 48.27424(N)    103 02 45.87229(W)     ADJUSTED  
 NP0340* NAVD 88     -      1292.427  (meters)    4240.24   (feet)  ADJUSTED  
 NP0340  ___________________________________________________________________
 NP0340  X           -  -1,066,781.449 (meters)                     COMP
 NP0340  Y           -  -4,603,843.892 (meters)                     COMP
 NP0340  Z           -   4,270,898.897 (meters)                     COMP
 NP0340  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 NP0340  ELLIP HEIGHT-        1274.12  (meters)          (09/24/01) GPS OBS
 NP0340  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 NP0340  DYNAMIC HT  -        1291.673 (meters)    4237.76  (feet)  COMP
 NP0340  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 NP0340
 NP0340  HORZ ORDER  -  B
 NP0340  VERT ORDER  -  FIRST     CLASS II
 NP0340  ELLP ORDER  -  FOURTH    CLASS I
 NP0340
 NP0340.The horizontal coordinates were established by GPS observations
 NP0340.and adjusted by the National Geodetic Survey in June 1996..
 NP0340
 NP0340.The orthometric height was determined by differential leveling
 NP0340.and adjusted by the National Geodetic Survey in June 1991..
 NP0340
 NP0340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0340
 NP0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0340
 NP0340.The ellipsoidal height was determined by GPS observations
 NP0340.and is referenced to NAD 83.
 NP0340
 NP0340.The geoid height was determined by GEOID03.
 NP0340
 NP0340.The dynamic height is computed by dividing the NAVD 88
 NP0340.geopotential number by the normal gravity value computed on the
 NP0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0340.degrees latitude (g = 980.6199 gals.).
 NP0340
 NP0340.The modeled gravity was interpolated from observed gravity values.
 NP0340
 NP0340;                    North         East     Units Scale Factor Converg.
 NP0340;SPC NE       -   277,933.342   248,920.004   MT  0.99975387   -2 01 07.0
 NP0340;UTM  13      - 4,684,572.728   661,068.372   MT  0.99991921   +1 18 54.8
 NP0340
 NP0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0340!SPC NE       -   0.99980021  x   0.99975387  =   0.99955413
 NP0340!UTM  13      -   0.99980021  x   0.99991921  =   0.99971944
 NP0340
 NP0340|---------------------------------------------------------------------|
 NP0340| PID    Reference Object                     Distance      Geod. Az  |
 NP0340|                                                           dddmmss.s |
 NP0340| NP0339 HEMINGFORD RM 1                       6.124 METERS 06143     |
 NP0340| NP0337 HEMINGFORD AZ MK                                   1464914.5 |
 NP0340| NP0338 HEMINGFORD RM 2                       7.022 METERS 14702     |
 NP0340| NP0651 BEREA DEAVER ELEVATOR CO ELEV       APPROX.10.9 KM 1482652.5 |
 NP0340| NP0708 HEMINGFORD MUNICIPAL STANDPIPE      APPROX. 3.9 KM 3174236.0 |
 NP0340|---------------------------------------------------------------------|
 NP0340
 NP0340                          SUPERSEDED SURVEY CONTROL
 NP0340
 NP0340  ELLIP H (06/25/96) 1274.17   (m)                       GP(       ) 1 1
 NP0340  NAD 83(1986)-  42 17 48.27298(N)    103 02 45.86953(W) AD(       ) 2
 NP0340  NAD 27      -  42 17 48.41300(N)    103 02 44.15200(W) AD(       ) 2
 NP0340  NAVD 88 (06/25/96) 1292.43   (m)         4240.2    (f) LEVELING    3  
 NP0340  NGVD 29 (??/??/92) 1291.804  (m)         4238.19   (f) ADJ UNCH    1 2
 NP0340
 NP0340.Superseded values are not recommended for survey control.
 NP0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0340.See file dsdata.txt to determine how the superseded data were derived.
 NP0340
 NP0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6106884573(NAD 83)
 NP0340_MARKER: DS = TRIANGULATION STATION DISK
 NP0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0340_SP_SET: CONCRETE POST
 NP0340_STAMPING: HEMINGFORD 1946
 NP0340_MARK LOGO: CGS   
 NP0340_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0340+STABILITY: SURFACE MOTION
 NP0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0340+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1995
 NP0340
 NP0340  HISTORY     - Date     Condition        Report By
 NP0340  HISTORY     - 1946     MONUMENTED       CGS
 NP0340  HISTORY     - 1956     GOOD             CGS
 NP0340  HISTORY     - 1956     GOOD             NGS
 NP0340  HISTORY     - 1967     GOOD             USAF
 NP0340  HISTORY     - 1985     GOOD             NGS
 NP0340  HISTORY     - 19950503 GOOD             NGS
 NP0340
 NP0340                          STATION DESCRIPTION
 NP0340
 NP0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0340'LOCATED ABOUT 2 MILES, AIRLINE, SOUTHEAST OF HEMINGFORD AND
 NP0340'ABOUT 6.5 MILES, AIRLINE, NORTHWEST OF BEREA, ON THE EAST SIDE
 NP0340'OF STATE HIGHWAY 2 AND ON THE WEST SIDE OF THE CB AND Q RAILROAD.
 NP0340'IT IS 43 FEET WEST OF THE WEST RAIL OF THE RAILROAD AND 44
 NP0340'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 2.  IT IS STAMPED
 NP0340'HEMINGFORD 1946 AND PROJECTS 6 INCHES.
 NP0340'
 NP0340'REFERENCE MARK NO. 1 IS 23 FEET WEST OF THE WEST RAIL OF THE
 NP0340'RAILROAD TRACKS.  IT IS STAMPED HEMINGFORD NO 1 1946 AND
 NP0340'PROJECTS 10 INCHES.
 NP0340'
 NP0340'REFERENCE MARK NO. 2 IS 44 FEET EAST OF THE CENTERLINE OF
 NP0340'STATE HIGHWAY 2 AND 42.5 FEET WEST OF THE WEST RAIL OF THE
 NP0340'RAILROAD TRACKS.  IT IS STAMPED HEMINGFORD NO 2 1946 AND
 NP0340'PROJECTS 10 INCHES.
 NP0340'
 NP0340'THE AZIMUTH MARK IS 13 FEET NORTH OF THE CENTERLINE OF A SIDE
 NP0340'ROAD LEADING EAST, 9.5 FEET EAST OF THE EAST RAIL OF THE
 NP0340'RAILROAD TRACKS AND 4 FEET SOUTHWEST OF A RAILROAD-CROSSING
 NP0340'SIGNPOST.  IT IS STAMPED HEMINGFORD 1946 AND PROJECTS 6
 NP0340'INCHES.
 NP0340'
 NP0340'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 87 AT THE
 NP0340'EAST EDGE OF HEMINGFORD--GO SOUTHEAST ON STATE HIGHWAY 2
 NP0340'FOR 2.15 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 NP0340'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A SIDE ROAD LEFT,
 NP0340'TURN LEFT AND GO ACROSS RAILROAD TRACKS TO THE AZIMUTH MARK
 NP0340'ON THE LEFT AS DESCRIBED.
 NP0340
 NP0340                          STATION RECOVERY (1956)
 NP0340
 NP0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NP0340'2.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0340'RAILROAD FROM THE STATION AT HEMINGFORD, 12 POLES NORTHWEST
 NP0340'OF MILEPOST 382, 43 FEET NORTHEAST OF THE CENTER LINE OF STATE
 NP0340'HIGHWAY 2, 43.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.5
 NP0340'FEET SOUTHEAST OF A WITNESS POST, IN THE NORTHWEST 1/4 OF
 NP0340'SECTION 21, TOWNSHIP 27 NORTH, RANGE 49 WEST, A TRIANGULATION
 NP0340'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0340'0.3 FOOT ABOVE THE GROUND, STAMPED HEMINGFORD 1946.
 NP0340'
 NP0340'HEMINGFORD R.M. 1 IS 20.1 FEET NORTHEAST OF TRIANGULATION
 NP0340'STATION HEMINGFORD 1946, 23.2 FEET SOUTHWEST OF THE SOUTHWEST
 NP0340'RAIL, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 NP0340'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED HEMINGFORD
 NP0340'NO 1 1946.
 NP0340'
 NP0340'HEMINGFORD R.M. 2 IS 23.0 FEET SOUTHEAST OF TRIANGULATION
 NP0340'STATION HEMINGFORD 1946, 44 FEET NORTHEAST OF THE CENTER
 NP0340'LINE OF STATE HIGHWAY 2, 42.6 FEET SOUTHWEST OF THE SOUTHWEST
 NP0340'RAIL, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 NP0340'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED HEMINGFORD
 NP0340'NO 2 1946.
 NP0340'
 NP0340'HEMINGFORD 1946 AZIMUTH IS 0.35 MILE SOUTHEAST OF TRIANGULATION
 NP0340'STATION HEMINGFORD 1946, 9.6 FEET NORTHEAST OF THE NORTHEAST
 NP0340'RAIL OF THE CHICAGO BURLINGTON AND QUINCY RAILROAD, 2 POLES
 NP0340'SOUTHEAST OF MILEPOST 382, AT A ROAD CROSSING, 13 FEET NORTH
 NP0340'OF THE CENTER LINE OF A ROAD, 4 FEET SOUTH OF A ROAD CROSSING
 NP0340'SIGN, 2.3 FEET WEST OF A WITNESS POST, AN AZIMUTH MARK DISK
 NP0340'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 NP0340'ABOVE THE GROUND, STAMPED HEMINGFORD 1946.
 NP0340
 NP0340                          STATION RECOVERY (1956)
 NP0340
 NP0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 NP0340'2.4 MI SE FROM HEMINGFORD.
 NP0340'2.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0340'RAILROAD FROM THE STATION AT HEMINGFORD, 12 POLES NORTHWEST OF
 NP0340'MILEPOST 382, 43 FEET NORTHEAST OF THE CENTER LINE OF STATE
 NP0340'HIGHWAY 2, 43.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.5 FEET
 NP0340'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NP0340'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE NORTHWEST
 NP0340'1/4 OF SECTION 21, TOWNSHIP 27 NORTH, RANGE 49 WEST.
 NP0340
 NP0340                          STATION RECOVERY (1967)
 NP0340
 NP0340'RECOVERY NOTE BY US AIR FORCE 1967
 NP0340'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN
 NP0340'GOOD CONDITION.
 NP0340'
 NP0340'THE 1946 ROUTE DESCRIPTION WAS ADEQUATE.
 NP0340
 NP0340                          STATION RECOVERY (1985)
 NP0340
 NP0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0340'RECOVERED IN GOOD CONDITION.
 NP0340
 NP0340                          STATION RECOVERY (1995)
 NP0340
 NP0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0340'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) SOUTHEAST OF HEMINGFORD,
 NP0340'BETWEEN STATE HIGHWAY 2 AND A RAILROAD TRACK, ON THE NORTHEAST
 NP0340'RIGHT-OF-WAY OF THE HIGHWAY, ON A SMALL KNOLL, AND IN THE SW1/4,
 NP0340'SEC21, T27N, R49W.  TO REACH THE MARK FROM THE JUNCTION OF STATE
 NP0340'HIGHWAYS 2 AND 87 AT HEMINGFORD, GO SOUTHEAST ON HIGHWAY 2 FOR 2.2 MI
 NP0340'(3.5 KM) TO THE MARK ON THE LEFT.  THE DISK IS SET INTO THE TOP OF A
 NP0340'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 42.9 FT
 NP0340'(13.1 M) SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK, 64.0
 NP0340'FT (19.5 M) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23.0 FT (7.0
 NP0340'M) NORTHWEST OF REFERENCE MARK 2, 24.0 FT (7.3 M) NORTHWEST FROM A
 NP0340'WITNESS POST AT THAT MARK, 1.5 FT (0.5 M) SOUTHEAST FROM ANOTHER
 NP0340'WITNESS POST AND IS ABOUT 7 FT (2.1 M) HIGHER THAN THE HIGHWAY.  A
 NP0340'LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0337 ***********************************************************************
 NP0337  DESIGNATION -  HEMINGFORD AZ MK
 NP0337  PID         -  NP0337
 NP0337  STATE/COUNTY-  NE/BOX BUTTE
 NP0337  USGS QUAD   -  HEMINGFORD (1948)
 NP0337
 NP0337                         *CURRENT SURVEY CONTROL
 NP0337  ___________________________________________________________________
 NP0337* NAD 83(1986)-  42 17 34.     (N)    103 02 32.     (W)     SCALED    
 NP0337* NAVD 88     -      1290.308  (meters)    4233.29   (feet)  ADJUSTED  
 NP0337  ___________________________________________________________________
 NP0337  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 NP0337  DYNAMIC HT  -        1289.554 (meters)    4230.81  (feet)  COMP
 NP0337  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 NP0337
 NP0337  VERT ORDER  -  FIRST     CLASS II
 NP0337
 NP0337.The horizontal coordinates were scaled from a topographic map and have
 NP0337.an estimated accuracy of +/- 6 seconds.
 NP0337
 NP0337.The orthometric height was determined by differential leveling
 NP0337.and adjusted by the National Geodetic Survey in June 1991..
 NP0337
 NP0337.The geoid height was determined by GEOID03.
 NP0337
 NP0337.The dynamic height is computed by dividing the NAVD 88
 NP0337.geopotential number by the normal gravity value computed on the
 NP0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0337.degrees latitude (g = 980.6199 gals.).
 NP0337
 NP0337.The modeled gravity was interpolated from observed gravity values.
 NP0337
 NP0337;                    North         East    Units  Estimated Accuracy
 NP0337;SPC NE       -   277,480.      249,220.      MT  (+/- 180 meters Scaled)
 NP0337
 NP0337                          SUPERSEDED SURVEY CONTROL
 NP0337
 NP0337  NGVD 29 (??/??/92) 1289.696  (m)         4231.28   (f) ADJ UNCH    1 2
 NP0337
 NP0337.Superseded values are not recommended for survey control.
 NP0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0337.See file dsdata.txt to determine how the superseded data were derived.
 NP0337
 NP0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG613841(NAD 83)
 NP0337_MARKER: DZ = AZIMUTH MARK DISK
 NP0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0337_SP_SET: CONCRETE POST
 NP0337_STAMPING: HEMINGFORD 1946
 NP0337_MARK LOGO: CGS   
 NP0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0337+STABILITY: SURFACE MOTION
 NP0337
 NP0337  HISTORY     - Date     Condition        Report By
 NP0337  HISTORY     - 1946     MONUMENTED       CGS
 NP0337  HISTORY     - 1956     GOOD             NGS
 NP0337  HISTORY     - 1985     GOOD             NGS
 NP0337
 NP0337                          STATION DESCRIPTION
 NP0337
 NP0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0337'2.8 MI SE FROM HEMINGFORD.
 NP0337'2.75 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0337'RAILROAD FROM THE STATION AT HEMINGFORD, 2 POLES SOUTHEAST OF
 NP0337'MILEPOST 382, AT A ROAD CROSSING, 13 FEET NORTH OF THE CENTER
 NP0337'LINE OF A ROAD, 9.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 4
 NP0337'FEET SOUTH OF A ROAD CROSSING SIGN, 2.3 FEET WEST OF A WITNESS
 NP0337'POST, 0.35 MILE SOUTHEAST OF TRIANGULATION STATION HEMINGFORD
 NP0337'1946, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 NP0337'ABOVE THE GROUND, IN SECTION 21, TOWNSHIP 27 NORTH, RANGE 49 WEST.
 NP0337
 NP0337                          STATION RECOVERY (1985)
 NP0337
 NP0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0709 ***********************************************************************
 NP0709  DESIGNATION -  HEMINGFORD HIGH SCHOOL CHIMNEY
 NP0709  PID         -  NP0709
 NP0709  STATE/COUNTY-  NE/BOX BUTTE
 NP0709  USGS QUAD   -  HEMINGFORD (1948)
 NP0709
 NP0709                         *CURRENT SURVEY CONTROL
 NP0709  ___________________________________________________________________
 NP0709* NAD 83(1995)-  42 19 19.48637(N)    103 04 41.97080(W)     ADJUSTED  
 NP0709* NAVD 88     -                                                        
 NP0709  ___________________________________________________________________
 NP0709  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 NP0709  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 NP0709
 NP0709  HORZ ORDER  -  THIRD
 NP0709
 NP0709.The horizontal coordinates were established by classical geodetic methods
 NP0709.and adjusted by the National Geodetic Survey in August 1997..
 NP0709
 NP0709
 NP0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0709
 NP0709.The geoid height was determined by GEOID03.
 NP0709
 NP0709;                    North         East     Units Scale Factor Converg.
 NP0709;SPC NE       -   280,839.408   246,363.033   MT  0.99976009   -2 02 24.0
 NP0709;UTM  13      - 4,687,325.604   658,346.296   MT  0.99990851   +1 17 38.9
 NP0709
 NP0709                          SUPERSEDED SURVEY CONTROL
 NP0709
 NP0709  NAD 83(1995)-  42 19 19.48650(N)    103 04 41.97103(W) AD(       ) 4
 NP0709  NAD 83(1986)-  42 19 19.48309(N)    103 04 41.96606(W) AD(       ) 4
 NP0709  NAD 27      -  42 19 19.62800(N)    103 04 40.27300(W) AD(       ) 3
 NP0709
 NP0709.Superseded values are not recommended for survey control.
 NP0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0709.See file dsdata.txt to determine how the superseded data were derived.
 NP0709
 NP0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5834687326(NAD 83)
 NP0709_MARKER: 85 = CHIMNEY
 NP0709
 NP0709  HISTORY     - Date     Condition        Report By
 NP0709  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0709  HISTORY     - 1958     GOOD             CGS
 NP0709
 NP0709                          STATION DESCRIPTION
 NP0709
 NP0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NP0709'INTERSECTION STATION RECOVERED WAS BRICK CHIMNEY ON HEMINGFORD
 NP0709'SCHOOL.  BUILDING WAS ERRECTED IN 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0708 ***********************************************************************
 NP0708  DESIGNATION -  HEMINGFORD MUNICIPAL STANDPIPE
 NP0708  PID         -  NP0708
 NP0708  STATE/COUNTY-  NE/BOX BUTTE
 NP0708  USGS QUAD   -  HEMINGFORD (1948)
 NP0708
 NP0708                         *CURRENT SURVEY CONTROL
 NP0708  ___________________________________________________________________
 NP0708* NAD 83(1995)-  42 19 20.84596(N)    103 04 39.36001(W)     ADJUSTED  
 NP0708* NAVD 88     -                                                        
 NP0708  ___________________________________________________________________
 NP0708  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 NP0708  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 NP0708
 NP0708  HORZ ORDER  -  THIRD
 NP0708
 NP0708.The horizontal coordinates were established by classical geodetic methods
 NP0708.and adjusted by the National Geodetic Survey in August 1997..
 NP0708
 NP0708
 NP0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0708
 NP0708.The geoid height was determined by GEOID03.
 NP0708
 NP0708;                    North         East     Units Scale Factor Converg.
 NP0708;SPC NE       -   280,879.195   246,424.254   MT  0.99976018   -2 02 22.3
 NP0708;UTM  13      - 4,687,368.890   658,405.108   MT  0.99990874   +1 17 40.6
 NP0708
 NP0708                          SUPERSEDED SURVEY CONTROL
 NP0708
 NP0708  NAD 83(1995)-  42 19 20.84605(N)    103 04 39.36001(W) AD(       ) 4
 NP0708  NAD 83(1986)-  42 19 20.84286(N)    103 04 39.35478(W) AD(       ) 4
 NP0708  NAD 27      -  42 19 20.96600(N)    103 04 37.60700(W) AD(       ) 3
 NP0708
 NP0708.Superseded values are not recommended for survey control.
 NP0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0708.See file dsdata.txt to determine how the superseded data were derived.
 NP0708
 NP0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5840587369(NAD 83)
 NP0708_MARKER: 52 = STANDPIPE TANK
 NP0708
 NP0708  HISTORY     - Date     Condition        Report By
 NP0708  HISTORY     - 1934     FIRST OBSERVED   CGS
 NP0708  HISTORY     - 1946     GOOD             CGS
 NP0708  HISTORY     - 1958     GOOD             CGS
 NP0708
 NP0708                          STATION DESCRIPTION
 NP0708
 NP0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0708'LOCATED IN THE NORTHWEST SECTION OF THE TOWN OF HEMINGFORD,
 NP0708'300 FEET NORTHEAST OF THE RED BRICK PUBLIC SCHOOL, 55 FEET
 NP0708'SOUTH OF THE CENTER LINE OF AN EAST-WEST DIRT ROAD, 120 FEET
 NP0708'WEST OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD AND, 10 FEET
 NP0708'SOUTHWEST OF A SMALL BRICK BUILDING.  IT IS A STEEL CYLINDRICAL
 NP0708'STRUCTURE, 10 FEET IN DIAMETER AND 70 FEET HIGH.  IT IS PAINTED
 NP0708'ALUMINUM.  THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP.
 NP0708
 NP0708                          STATION RECOVERY (1958)
 NP0708
 NP0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NP0708'INTERSECTION STATION RECOVERED AS DESCRIBED BY CAG IN 1946
 NP0708'RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0339 ***********************************************************************
 NP0339  DESIGNATION -  HEMINGFORD RM 1
 NP0339  PID         -  NP0339
 NP0339  STATE/COUNTY-  NE/BOX BUTTE
 NP0339  USGS QUAD   -  HEMINGFORD (1948)
 NP0339
 NP0339                         *CURRENT SURVEY CONTROL
 NP0339  ___________________________________________________________________
 NP0339* NAD 83(1986)-  42 17 48.     (N)    103 02 46.     (W)     SCALED    
 NP0339* NAVD 88     -      1292.409  (meters)    4240.18   (feet)  POSTED    
 NP0339  ___________________________________________________________________
 NP0339  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 NP0339  DYNAMIC HT  -        1291.650 (meters)    4237.69  (feet)  COMP
 NP0339  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 NP0339
 NP0339  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 NP0339
 NP0339.The horizontal coordinates were scaled from a topographic map and have
 NP0339.an estimated accuracy of +/- 6 seconds.
 NP0339
 NP0339.The orthometric height was determined by differential leveling
 NP0339.and adjusted by the National Geodetic Survey in 1992..
 NP0339.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 NP0339.rate greater than 8.0 mm/km.
 NP0339
 NP0339.The geoid height was determined by GEOID03.
 NP0339
 NP0339.The dynamic height is computed by dividing the NAVD 88
 NP0339.geopotential number by the normal gravity value computed on the
 NP0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0339.degrees latitude (g = 980.6199 gals.).
 NP0339
 NP0339.The modeled gravity was interpolated from observed gravity values.
 NP0339
 NP0339;                    North         East    Units  Estimated Accuracy
 NP0339;SPC NE       -   277,930.      248,920.      MT  (+/- 180 meters Scaled)
 NP0339
 NP0339                          SUPERSEDED SURVEY CONTROL
 NP0339
 NP0339  NGVD 29 (??/??/92) 1291.786  (m)         4238.13   (f) ADJ UNCH    1 2
 NP0339
 NP0339.Superseded values are not recommended for survey control.
 NP0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0339.See file dsdata.txt to determine how the superseded data were derived.
 NP0339
 NP0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG610845(NAD 83)
 NP0339_MARKER: DR = REFERENCE MARK DISK
 NP0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0339_SP_SET: CONCRETE POST
 NP0339_STAMPING: HEMINGFORD NO 1 1946
 NP0339_MARK LOGO: CGS   
 NP0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0339+STABILITY: SURFACE MOTION
 NP0339
 NP0339  HISTORY     - Date     Condition        Report By
 NP0339  HISTORY     - 1946     MONUMENTED       CGS
 NP0339  HISTORY     - 1956     GOOD             NGS
 NP0339  HISTORY     - 1985     GOOD             NGS
 NP0339
 NP0339                          STATION DESCRIPTION
 NP0339
 NP0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0339'2.4 MI SE FROM HEMINGFORD.
 NP0339'2.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0339'RAILROAD FROM THE STATION AT HEMINGFORD, 12 POLES NORTHWEST OF
 NP0339'MILEPOST 382, 23.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 20.1
 NP0339'FEET NORTHEAST OF TRIANGULATION STATION HEMINGFORD 1946, SET IN
 NP0339'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 NP0339'GROUND, IN THE NORTHWEST 1/4 OF SECTION 21, TOWNSHIP 27 NORTH,
 NP0339'RANGE 49 WEST.
 NP0339
 NP0339                          STATION RECOVERY (1985)
 NP0339
 NP0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0338 ***********************************************************************
 NP0338  DESIGNATION -  HEMINGFORD RM 2
 NP0338  PID         -  NP0338
 NP0338  STATE/COUNTY-  NE/BOX BUTTE
 NP0338  USGS QUAD   -  HEMINGFORD (1948)
 NP0338
 NP0338                         *CURRENT SURVEY CONTROL
 NP0338  ___________________________________________________________________
 NP0338* NAD 83(1986)-  42 17 48.     (N)    103 02 46.     (W)     SCALED    
 NP0338* NAVD 88     -      1292.525  (meters)    4240.56   (feet)  POSTED    
 NP0338  ___________________________________________________________________
 NP0338  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 NP0338  DYNAMIC HT  -        1291.770 (meters)    4238.08  (feet)  COMP
 NP0338  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 NP0338
 NP0338  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 NP0338
 NP0338.The horizontal coordinates were scaled from a topographic map and have
 NP0338.an estimated accuracy of +/- 6 seconds.
 NP0338
 NP0338.The orthometric height was determined by differential leveling
 NP0338.and adjusted by the National Geodetic Survey in 1992..
 NP0338.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 NP0338.rate greater than 8.0 mm/km.
 NP0338
 NP0338.The geoid height was determined by GEOID03.
 NP0338
 NP0338.The dynamic height is computed by dividing the NAVD 88
 NP0338.geopotential number by the normal gravity value computed on the
 NP0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0338.degrees latitude (g = 980.6199 gals.).
 NP0338
 NP0338.The modeled gravity was interpolated from observed gravity values.
 NP0338
 NP0338;                    North         East    Units  Estimated Accuracy
 NP0338;SPC NE       -   277,930.      248,920.      MT  (+/- 180 meters Scaled)
 NP0338
 NP0338                          SUPERSEDED SURVEY CONTROL
 NP0338
 NP0338  NGVD 29 (??/??/92) 1291.904  (m)         4238.52   (f) ADJ UNCH    1 2
 NP0338
 NP0338.Superseded values are not recommended for survey control.
 NP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0338.See file dsdata.txt to determine how the superseded data were derived.
 NP0338
 NP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG610845(NAD 83)
 NP0338_MARKER: DR = REFERENCE MARK DISK
 NP0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0338_SP_SET: CONCRETE POST
 NP0338_STAMPING: HEMINGFORD NO 2 1946
 NP0338_MARK LOGO: CGS   
 NP0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0338+STABILITY: SURFACE MOTION
 NP0338
 NP0338  HISTORY     - Date     Condition        Report By
 NP0338  HISTORY     - 1946     MONUMENTED       CGS
 NP0338  HISTORY     - 1956     GOOD             NGS
 NP0338  HISTORY     - 1985     GOOD             NGS
 NP0338
 NP0338                          STATION DESCRIPTION
 NP0338
 NP0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0338'2.4 MI SE FROM HEMINGFORD.
 NP0338'2.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0338'RAILROAD FROM THE STATION AT HEMINGFORD, 12 POLES NORTHWEST OF
 NP0338'MILEPOST 382, 44 FEET NORTHEAST OF THE CENTER LINE OF STATE
 NP0338'HIGHWAY 2, 42.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 23.0 FEET
 NP0338'SOUTHEAST OF TRIANGULATION STATION HEMINGFORD 1946, SET IN THE
 NP0338'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 NP0338'IN THE NORTHWEST 1/4 OF SECTION 21, TOWNSHIP 27 NORTH, RANGE
 NP0338'49 WEST.
 NP0338
 NP0338                          STATION RECOVERY (1985)
 NP0338
 NP0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0954 ***********************************************************************
 LG0954  DESIGNATION -  HENDERSON MUNICIPAL STANDPIPE
 LG0954  PID         -  LG0954
 LG0954  STATE/COUNTY-  NE/YORK
 LG0954  USGS QUAD   -  HENDERSON (1968)
 LG0954
 LG0954                         *CURRENT SURVEY CONTROL
 LG0954  ___________________________________________________________________
 LG0954* NAD 83(1995)-  40 46 45.44151(N)    097 48 46.52111(W)     ADJUSTED  
 LG0954* NAVD 88     -                                                        
 LG0954  ___________________________________________________________________
 LG0954  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 LG0954  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 LG0954
 LG0954  HORZ ORDER  -  THIRD
 LG0954
 LG0954.The horizontal coordinates were established by classical geodetic methods
 LG0954.and adjusted by the National Geodetic Survey in August 1997..
 LG0954
 LG0954
 LG0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0954
 LG0954.The geoid height was determined by GEOID03.
 LG0954
 LG0954;                    North         East     Units Scale Factor Converg.
 LG0954;SPC NE       -   107,361.943   684,554.630   MT  0.99973838   +1 26 57.7
 LG0954;UTM  14      - 4,514,934.352   600,168.385   MT  0.99972350   +0 46 31.4
 LG0954
 LG0954                          SUPERSEDED SURVEY CONTROL
 LG0954
 LG0954  NAD 83(1986)-  40 46 45.44966(N)    097 48 46.52141(W) AD(       ) 4
 LG0954  NAD 27      -  40 46 45.41200(N)    097 48 45.34600(W) AD(       ) 3
 LG0954
 LG0954.Superseded values are not recommended for survey control.
 LG0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0954.See file dsdata.txt to determine how the superseded data were derived.
 LG0954
 LG0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0016814934(NAD 83)
 LG0954_MARKER: 52 = STANDPIPE TANK
 LG0954
 LG0954  HISTORY     - Date     Condition        Report By
 LG0954  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0954
 LG0954                          STATION DESCRIPTION
 LG0954
 LG0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0954'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF THE BUSINESS
 LG0954'DISTRICT IN HENDERSON, ON RIGHT (WEST) SIDE OF STREET.  IT IS
 LG0954'100 FEET HIGH, PAINTED BLACK WITH WHITE LETTERS STENCILED ON
 LG0954'SOUTH SIDE, HENDERSON.
 LG0954'
 LG0954'THE POINT INTERSECTED WAS THE EXTREME TOP OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0986 ***********************************************************************
 MO0986  DESIGNATION -  HENRY
 MO0986  PID         -  MO0986
 MO0986  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO0986  USGS QUAD   -  LYMAN (1990)
 MO0986
 MO0986                         *CURRENT SURVEY CONTROL
 MO0986  ___________________________________________________________________
 MO0986* NAD 83(1995)-  41 58 47.82722(N)    104 01 26.92780(W)     ADJUSTED  
 MO0986* NAVD 88     -      1248.     (meters)    4094.     (feet)  SCALED    
 MO0986  ___________________________________________________________________
 MO0986  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 MO0986  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 MO0986
 MO0986  HORZ ORDER  -  SECOND
 MO0986
 MO0986.The horizontal coordinates were established by classical geodetic methods
 MO0986.and adjusted by the National Geodetic Survey in August 1997..
 MO0986
 MO0986.The orthometric height was scaled from a topographic map.
 MO0986
 MO0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0986
 MO0986.The geoid height was determined by GEOID03.
 MO0986
 MO0986;                    North         East     Units Scale Factor Converg.
 MO0986;SPC NE       -   246,089.541   166,714.589   MT  0.99969277   -2 40 00.4
 MO0986;UTM  13      - 4,648,010.836   580,843.638   MT  0.99968042   +0 39 09.9
 MO0986
 MO0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0986!SPC NE       -   0.99980718  x   0.99969277  =   0.99950001
 MO0986!UTM  13      -   0.99980718  x   0.99968042  =   0.99948766
 MO0986
 MO0986|---------------------------------------------------------------------|
 MO0986| PID    Reference Object                     Distance      Geod. Az  |
 MO0986|                                                           dddmmss.s |
 MO0986| CQ3950 HENRY RM 1                           14.121 METERS 13319     |
 MO0986| MO0989 LYMAN WHITE TOP TANK                APPROX. 7.0 KM 1884400.2 |
 MO0986| CQ3951 HENRY RM 2                           12.920 METERS 32335     |
 MO0986|---------------------------------------------------------------------|
 MO0986
 MO0986                          SUPERSEDED SURVEY CONTROL
 MO0986
 MO0986  NAD 83(1995)-  41 58 47.82722(N)    104 01 26.92780(W) AD(       ) 2
 MO0986  NAD 83(1986)-  41 58 47.81223(N)    104 01 26.93839(W) AD(       ) 2
 MO0986  NAD 27      -  41 58 47.94220(N)    104 01 25.12340(W) AD(       ) 2
 MO0986
 MO0986.Superseded values are not recommended for survey control.
 MO0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0986.See file dsdata.txt to determine how the superseded data were derived.
 MO0986
 MO0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG8084448011(NAD 83)
 MO0986_MARKER: DS = TRIANGULATION STATION DISK
 MO0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0986
 MO0986  HISTORY     - Date     Condition        Report By
 MO0986  HISTORY     - 1963     MONUMENTED       CGS
 MO0986
 MO0986                          STATION DESCRIPTION
 MO0986
 MO0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO0986'THE STATION IS 1-1/2 MILE SOUTH AND 1-1/4 MILE EAST OF HENRY,
 MO0986'IN THE CENTER OF SECTION 11, T 23 N, R 58 W, AND ON THE SOUTH
 MO0986'RIGHT-OF-WAY OF STATE HIGHWAY 26.
 MO0986'
 MO0986'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 92
 MO0986'AND 26 IN HENRY, GO SOUTH AND EAST ON HIGHWAY 26 FOR 1.4 MILES
 MO0986'TO A SIDE ROAD ON THE LEFT AND A ROADSIDE PARK ON THE RIGHT.
 MO0986'CONTINUE EAST ON HIGHWAY 26 FOR 0.6 MILES TO A FIELD APPROACH
 MO0986'AND THE STATION ON THE RIGHT.
 MO0986'
 MO0986'STATION MARK, A STANDARD DISK STAMPED HENRY 1963, IS SET IN
 MO0986'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 96.5
 MO0986'FEET SOUTHWEST OF THE CENTER OF HIGHWAY 26, 78 FEET SOUTH OF
 MO0986'THE CENTER OF THE FIELD APPROACH, 12.5 FEET EAST OF A FENCE
 MO0986'CORNER, AND 4.5 FEET EAST OF A METAL WITNESS POST.  THE
 MO0986'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 MO0986'BELOW THE SURFACE OF THE GROUND.
 MO0986'
 MO0986'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HENRY NO 1 1963,
 MO0986'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 MO0986'IS 90.5 FEET WEST OF THE CENTER OF HIGHWAY 26 AND 2.2 FEET
 MO0986'NORTH OF A METAL WITNESS POST.
 MO0986'
 MO0986'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HENRY NO 2 1963,
 MO0986'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MO0986'IT IS 90.5 FEET WEST OF THE CENTER OF HIGHWAY 26, 36 FEET
 MO0986'SOUTH OF THE CENTER OF THE FIELD APPROACH, AND 2 FEET SOUTH
 MO0986'OF A METAL WITNESS POST.
 MO0986'
 MO0986'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG., TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1974 ***********************************************************************
 MK1974  DESIGNATION -  HERMAN MUNICIPAL STANDPIPE
 MK1974  PID         -  MK1974
 MK1974  STATE/COUNTY-  NE/BURT
 MK1974  USGS QUAD   -  HERMAN (1970)
 MK1974
 MK1974                         *CURRENT SURVEY CONTROL
 MK1974  ___________________________________________________________________
 MK1974* NAD 83(1995)-  41 40 16.89137(N)    096 13 08.23797(W)     ADJUSTED  
 MK1974* NAVD 88     -                                                        
 MK1974  ___________________________________________________________________
 MK1974  LAPLACE CORR-          -9.75  (seconds)                    DEFLEC99
 MK1974  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MK1974
 MK1974  HORZ ORDER  -  THIRD
 MK1974
 MK1974.The horizontal coordinates were established by classical geodetic methods
 MK1974.and adjusted by the National Geodetic Survey in August 1997..
 MK1974
 MK1974
 MK1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1974
 MK1974.The geoid height was determined by GEOID03.
 MK1974
 MK1974;                    North         East     Units Scale Factor Converg.
 MK1974;SPC NE       -   210,949.167   814,662.635   MT  0.99966275   +2 30 20.5
 MK1974;UTM  14      - 4,617,025.735   731,511.515   MT  1.00025961   +1 50 59.3
 MK1974
 MK1974                          SUPERSEDED SURVEY CONTROL
 MK1974
 MK1974  NAD 83(1986)-  41 40 16.89647(N)    096 13 08.23876(W) AD(       ) 4
 MK1974  NAD 27      -  41 40 16.92800(N)    096 13 07.18900(W) AD(       ) 3
 MK1974
 MK1974.Superseded values are not recommended for survey control.
 MK1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1974.See file dsdata.txt to determine how the superseded data were derived.
 MK1974
 MK1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3151217026(NAD 83)
 MK1974_MARKER: 52 = STANDPIPE TANK
 MK1974
 MK1974  HISTORY     - Date     Condition        Report By
 MK1974  HISTORY     - 1948     FIRST OBSERVED   CGS
 MK1974
 MK1974                          STATION DESCRIPTION
 MK1974
 MK1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1974'STATION IS LOCATED IN THE WEST PART OF THE TOWN OF HERMAN,
 MK1974'3 BLOCKS WEST AND 1 BLOCK SOUTH OF THE POST OFFICE.
 MK1974'
 MK1974'THE STANDPIPE IS OF STEEL CONSTRUCTION, 100 FEET HIGH, PAINTED
 MK1974'SILVER, 10 FEET IN DIAMETER AND HAS THE WORD, HERMAN PAINTED
 MK1974'ON IT IN BLACK LETTERS.
 MK1974'
 MK1974'THE POINT INTERSECTED WAS THE APEX OF THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1975 ***********************************************************************
 MK1975  DESIGNATION -  HERMAN RESET
 MK1975  PID         -  MK1975
 MK1975  STATE/COUNTY-  NE/BURT
 MK1975  USGS QUAD   -  HERMAN (1970)
 MK1975
 MK1975                         *CURRENT SURVEY CONTROL
 MK1975  ___________________________________________________________________
 MK1975* NAD 83(1995)-  41 41 23.04841(N)    096 09 16.77650(W)     ADJUSTED  
 MK1975* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 MK1975  ___________________________________________________________________
 MK1975  LAPLACE CORR-          -8.72  (seconds)                    DEFLEC99
 MK1975  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 MK1975
 MK1975  HORZ ORDER  -  THIRD
 MK1975
 MK1975.The horizontal coordinates were established by classical geodetic methods
 MK1975.and adjusted by the National Geodetic Survey in August 1997..
 MK1975
 MK1975.The orthometric height was scaled from a topographic map.
 MK1975
 MK1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1975
 MK1975.The geoid height was determined by GEOID03.
 MK1975
 MK1975;                    North         East     Units Scale Factor Converg.
 MK1975;SPC NE       -   213,223.524   819,919.104   MT  0.99966373   +2 32 53.9
 MK1975;SPC IA S     -   191,019.514   279,031.904   MT  0.99998472   -1 44 55.1
 MK1975;UTM  14      - 4,619,241.168   736,796.888   MT  1.00029008   +1 53 35.9
 MK1975
 MK1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1975!SPC NE       -   0.99995555  x   0.99966373  =   0.99961930
 MK1975!SPC IA S     -   0.99995555  x   0.99998472  =   0.99994028
 MK1975!UTM  14      -   0.99995555  x   1.00029008  =   1.00024562
 MK1975
 MK1975|---------------------------------------------------------------------|
 MK1975| PID    Reference Object                     Distance      Geod. Az  |
 MK1975|                                                           dddmmss.s |
 MK1975| CL7075 HERMAN RM 3                          28.758 METERS 08304     |
 MK1975| CL7073 HERMAN RM 1                          28.667 METERS 08337     |
 MK1975| CL7074 HERMAN RM 2                          24.454 METERS 18302     |
 MK1975| MK1972 FOLLEN                              APPROX. 9.3 KM 2105055.5 |
 MK1975| CL7072 HERMAN AZ MK                                       2801957.0 |
 MK1975|---------------------------------------------------------------------|
 MK1975
 MK1975                          SUPERSEDED SURVEY CONTROL
 MK1975
 MK1975  NAD 83(1986)-  41 41 23.05339(N)    096 09 16.77798(W) AD(       ) 3
 MK1975  NAD 27      -  41 41 23.08900(N)    096 09 15.72500(W) AD(       ) 3
 MK1975
 MK1975.Superseded values are not recommended for survey control.
 MK1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1975.See file dsdata.txt to determine how the superseded data were derived.
 MK1975
 MK1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3679719241(NAD 83)
 MK1975_MARKER: DD = SURVEY DISK
 MK1975_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MK1975
 MK1975  HISTORY     - Date     Condition        Report By
 MK1975  HISTORY     - 1948     MONUMENTED       CGS
 MK1975  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK1975  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MK1975
 MK1975                          STATION DESCRIPTION
 MK1975
 MK1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1975'STATION IS ABOUT 4-1/2 MILES EAST NORTHEAST OF HERMAN IN
 MK1975'THE NORTHWEST CORNER OF CULTIVATED FIELD.  STATION IS 33
 MK1975'FEET EAST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 30 FEET
 MK1975'SOUTH OF THE APPROXIMATE CENTERLIE OF DRIVEWAY, 9 FEET SOUTHEAST
 MK1975'OF FENCECORNER, 4 FEET EAST OF FENCE AND 4 FEET EAST NORTHEAST
 MK1975'OF WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 MK1975'THE DISK IS STAMPED HERMAN 1948.
 MK1975'
 MK1975'REFERENCE MARK NO. 1 IS 94.05 FEET EAST OF STATION, 26 FEET
 MK1975'WEST OF FENCECORNER, 3 FEET SOUTHEAST OF POWER POLE AND 1 FOOT
 MK1975'SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 MK1975'DISK IS STAMPED HERMAN NO 1 1948.
 MK1975'
 MK1975'REFERENCE MARK NO. 2 IS 80.22 FEET SOUTH OF STATION, 30 FEET
 MK1975'EAST OF THE APPROXIMATE CENTERLINE OF ROAD, 1 FOOT EAST OF
 MK1975'POWER POLE AND 6 INCHES WEST OF FENCE.  THE MARK PROJECTS
 MK1975'ABOUT 5 INCHES AND THE DISK IS STAMPED HERMAN NO 2 1948.
 MK1975'
 MK1975'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE WEST NORTHWEST OF
 MK1975'STATION, 36 FEET SOUTH OF APPROXIMATE CENTERLINE OF ROAD, 6
 MK1975'FEET SOUTH OF FENCE, 5 FEET SOUTHEAST OF WITNESS POST, AND 1.5
 MK1975'FEET SOUTHEAST OF TELEPHONE POLE.  THE MARK PROJECTS ABOUT
 MK1975'5 INCHES AND THE DISK IS STAMPED HERMAN 1948.
 MK1975'
 MK1975'TO REACH STATION FROM THE POST OFFICE IN HERMAN GO NORTH ON
 MK1975'U.S. HIGHWAY NO. 73 FOR 1.3 MILES TO CROSSROADS.  TURN RIGHT
 MK1975'AND GO EAST ON MAIN DIRT ROAD FOR 3.55 MILES TO T INTERSECTION.
 MK1975'TURN RIGHT AND GO 0.05 MILE TO DRIVEWAY TO FARM AND STATION
 MK1975'ON LEFT SIDE OF ROAD AS DESCRIBED.
 MK1975'
 MK1975'TO REACH AZIMUTH MARK FROM STATION GO NORTH 0.05 MILE TO
 MK1975'INTERSECTION.  TURN LEFT AND GO WEST FOR 0.1 MILE TO AZIMUTH
 MK1975'ON LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 MK1975'
 MK1975'A 37 FOOT SIGNAL AT STATION FOLLEN 1930 IS VISIBLE FROM THE
 MK1975'GROUND.
 MK1975'
 MK1975'A 37 FOOT SIGNAL AT STATION TEK 1934 IS VISIBLE FROM THE GROUND.
 MK1975'
 MK1975'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MK1975
 MK1975                          STATION RECOVERY (1970)
 MK1975
 MK1975'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK1975'STATION SEARCHED FOR, BUT NOT FOUND.  REFERENCE MARK 1 DESTROYED.
 MK1975'
 MK1975'REFERENCE MARK 2 FOUND TO BE OKAY.
 MK1975'
 MK1975'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 MK1975'EAST NORTHEAST OF HERMAN.
 MK1975
 MK1975                          STATION RECOVERY (1971)
 MK1975
 MK1975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MK1975'THE STATION MARK WAS DESTROYED BY FARMING OPERATIONS.  REFERENCE
 MK1975'MARK NO. 1 WAS FOUND DESTROYED.  REFERENCE MARK NO. 2 WAS FOUND
 MK1975'TILTED OUT OF POSITION AND WAS LEFT IN PLACE.  THE AZIMUTH
 MK1975'MARK WAS FOUND TILTED OUT OF POSITION AND THE MARK WAS LEFT
 MK1975'IN PLACE.  THE UNDERGROUND STATION MARK WAS FOUND IN GOOD
 MK1975'CONDITION.  THE REFERENCE MARKS DO NOT HAVE AN AZIMUTH TIE.
 MK1975'
 MK1975'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 MK1975'MARK AND REFERENCE MARK NO. 3 WAS SET IN THE OLD CONCRETE POST
 MK1975'WHICH REFERENCE MARK NO. 1 WAS SET IN.
 MK1975'
 MK1975'FOLLOWING IS A NEW DESCRIPTION.
 MK1975'
 MK1975'TO REACH THE STATION FROM THE POST OFFICE IN HERMAN, GO NORTH ON
 MK1975'U.S. HIGHWAY 73 FOR 1.3 MILES TO A CROSSROAD.  TURN RIGHT
 MK1975'AND GO EAST ON A GRAVELED ROAD FOR 3.55 MILES TO A T-INTERSECTION.
 MK1975'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.05 MILE TO
 MK1975'A DRIVEWAY AND THE STATION ON THE LEFT.
 MK1975'
 MK1975'STATION MARK, A STANDARD DISK STAMPED HERMAN 1948 1971, IS
 MK1975'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 3 INCHES BELOW
 MK1975'THE SURFACE OF THE GROUND.  IT IS 112.5 FEET SOUTHWEST OF
 MK1975'THE SOUTHWEST CORNER OF A FARMHOUSE, 37 FEET EAST OF THE
 MK1975'CENTER OF THE NORTH-SOUTH ROAD, 32 FEET SOUTH OF THE CENTER
 MK1975'OF THE DRIVEWAY, 9 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE,
 MK1975'AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 MK1975'MARK IS STAMPED HERMAN 1948, SET IN THE TOP OF AN IRREGULAR
 MK1975'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 MK1975'
 MK1975'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HERMAN NO. 2
 MK1975'1948, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MK1975'2 INCHES.  IT IS 89 FEET SOUTH OF THE POWERLINE POLE, AND 30
 MK1975'FEET EAST OF THE CENTER OF THE GRAVELED ROAD.
 MK1975'
 MK1975'REFERENECE MARK NO. 3, A STANDARD DISK STAMPED HERMAN 1948
 MK1975'NO. 3 1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MK1975'PROJECTS 2 INCHES.  IT IS 68.5 FEET WEST-SOUTHWEST OF A
 MK1975'POWERLINE POLE WITH A TRANSFORMER AND 27 FEET SOUTH OF THE
 MK1975'CENTER OF THE DRIVEWAY.
 MK1975'
 MK1975'NOTE--NO OBJECTS WERE VISIBLE FROM THE GROUND SO A NEW AZIMUTH
 MK1975'MARK WAS NOT SET AND SINCE THE REFERENCE MARKS DO NOT HAVE AN
 MK1975'AZIMUTH TIE REFERENCE MARK NO. 2 WAS NOT RESET.
 MK1975'
 MK1975'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 MK1975'MILES ENE OF HERMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1819 ***********************************************************************
 NM1819  DESIGNATION -  HERRICK RESET
 NM1819  PID         -  NM1819
 NM1819  STATE/COUNTY-  NE/KNOX
 NM1819  USGS QUAD   -  BON HOMME COLONY (1974)
 NM1819
 NM1819                         *CURRENT SURVEY CONTROL
 NM1819  ___________________________________________________________________
 NM1819* NAD 83(1995)-  42 48 02.17326(N)    097 39 10.72298(W)     ADJUSTED  
 NM1819* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 NM1819  ___________________________________________________________________
 NM1819  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 NM1819  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 NM1819
 NM1819  HORZ ORDER  -  SECOND
 NM1819
 NM1819.The horizontal coordinates were established by classical geodetic methods
 NM1819.and adjusted by the National Geodetic Survey in August 1997..
 NM1819
 NM1819.The orthometric height was scaled from a topographic map.
 NM1819
 NM1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1819
 NM1819.The geoid height was determined by GEOID03.
 NM1819
 NM1819;                    North         East     Units Scale Factor Converg.
 NM1819;SPC NE       -   332,076.715   691,956.110   MT  0.99991466   +1 33 19.3
 NM1819;SPC SD S     -    55,448.132   819,227.796   MT  1.00000791   +1 50 56.6
 NM1819;SPC SD S     -   181,916.08  2,687,749.86   sFT  1.00000791   +1 50 56.6
 NM1819;UTM  14      - 4,739,552.393   610,148.650   MT  0.99974926   +0 54 55.2
 NM1819
 NM1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1819!SPC NE       -   0.99993201  x   0.99991466  =   0.99984668
 NM1819!SPC SD S     -   0.99993201  x   1.00000791  =   0.99993992
 NM1819!UTM  14      -   0.99993201  x   0.99974926  =   0.99968129
 NM1819
 NM1819:                Primary Azimuth Mark                     Grid Az
 NM1819:SPC NE       -  HERRICK RESET AZ MK                      088 55 40.2
 NM1819:SPC SD S     -  HERRICK RESET AZ MK                      088 38 02.9
 NM1819:UTM  14      -  HERRICK RESET AZ MK                      089 34 04.3
 NM1819
 NM1819|---------------------------------------------------------------------|
 NM1819| PID    Reference Object                     Distance      Geod. Az  |
 NM1819|                                                           dddmmss.s |
 NM1819| CO3679 HERRICK RESET AZ MK                                0902859.5 |
 NM1819| NM1753 CROFTON MUNICIPAL STANDPIPE         APPROX.14.7 KM 1211839.2 |
 NM1819| CO3680 HERRICK RESET RM 1                                 14436     |
 NM1819| CO3681 HERRICK RESET RM 2                                 23601     |
 NM1819|---------------------------------------------------------------------|
 NM1819
 NM1819                          SUPERSEDED SURVEY CONTROL
 NM1819
 NM1819  NAD 83(1986)-  42 48 02.18196(N)    097 39 10.71769(W) AD(       ) 2
 NM1819  NAD 27      -  42 48 02.18100(N)    097 39 09.48300(W) AD(       ) 2
 NM1819
 NM1819.Superseded values are not recommended for survey control.
 NM1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1819.See file dsdata.txt to determine how the superseded data were derived.
 NM1819
 NM1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1014939552(NAD 83)
 NM1819_MARKER: DB = BENCH MARK DISK
 NM1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1819
 NM1819  HISTORY     - Date     Condition        Report By
 NM1819  HISTORY     - 1948     MONUMENTED       USGS
 NM1819  HISTORY     - 1971     GOOD             LOCENG
 NM1819
 NM1819                          STATION DESCRIPTION
 NM1819
 NM1819'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (MEW)
 NM1819'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHWEST OF CROFTON
 NM1819'AND 6.5 MILES NORTHEAST OF LINDY, ON THE EASTERLY OF TWO
 NM1819'KNOLLS IN MR. STEWARTS PASTURE.  THE MARK IS A STANDARD U.S.
 NM1819'GEOLOGICAL SURVEY BENCH MARK SET IN A 6 INCH SQUARE CONCRETE
 NM1819'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 NM1819'RESET 1946 HERRICK MRC.
 NM1819'
 NM1819'REFERENCE MARK NO. 1 IS 94.02 FEET (SLOPE) SOUTHEAST OF
 NM1819'THE STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NM1819'STAMPED HERRICK MRC NO 1 1948.
 NM1819'
 NM1819'REFERENCE MARK NO. 2 IS 67.38 FEET (SLOPE) SOUTHWEST OF
 NM1819'THE STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NM1819'STAMPED HERRICK MRC NO 2 1948.
 NM1819'
 NM1819'AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 2.5
 NM1819'FEET WEST OF A WITNESS POST AND 1 FOOT WEST OF A NORTH AND
 NM1819'SOUTH FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 NM1819'IS STAMPED HERRICK MRC 1948.
 NM1819'
 NM1819'TO REACH FROM THE SOUTH END OF THE YANKTON TOLL BRIDGE, GO SOUTH
 NM1819'1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 15 WITH U.S.
 NM1819'HIGHWAY 81, TURN LEFT (WEST) ON HIGHWAY 81 FOR 8.95 MILES TO
 NM1819'CROSSROADS, TURN LEFT (WEST) ON DIRT ROAD FOR 6.0 MILES TO A
 NM1819'T ROAD RIGHT, TURN RIGHT AND GO NORTH AND WEST FOR 1.0
 NM1819'MILE TO A T ROAD RIGHT, TURN RIGHT FOR 0.3 MILE TO FORKS,
 NM1819'TAKE LEFT FORK AND FOLLOW DRIVEWAY 0.2 MILE TO A GATE IN
 NM1819'THE WEST SIDE OF BARN YARD, 15 YARDS SOUTH OF THE WEST BARN,
 NM1819'GO THROUGH GATE FOLLOWING FARM ROAD WEST FOR 0.25 MILE TO A
 NM1819'GATE, GO THROUGH GATE AND CONTINUE WEST, SOUTHWEST AND WEST
 NM1819'FOR 0.2 MILE TO A WOODEN GATE, GO THROUGH GATE INTO
 NM1819'PASTURE, TURN LEFT 0.05 MILE TO AZIMUTH MARK IN THE FENCE
 NM1819'LINE, CONTINUE ON SOUTHWEST 0.05 MILE TO BOTTOM OF DRAW, TURN
 NM1819'RIGHT ON TRACK ROAD (WESTERLY) FOR 0.35 MILE TO TOP OF
 NM1819'RIDGE, HERE TURN LEFT SOUTHWEST FOR ABOUT 0.15 MILE TO
 NM1819'THE EASTERLY OF TWO KNOLLS AND THE STATION.
 NM1819'
 NM1819'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1819
 NM1819                          STATION RECOVERY (1971)
 NM1819
 NM1819'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (AEP)
 NM1819'RECOVERED BY GOLLEHON SCHEMMER AND ASSOCIATES, INC.
 NM1819'
 NM1819'HERRICK RESET 1946 MRC-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1216 ***********************************************************************
 LH1216  DESIGNATION -  HERRICK RESET
 LH1216  PID         -  LH1216
 LH1216  STATE/COUNTY-  NE/FRANKLIN
 LH1216  USGS QUAD   -  FRANKLIN NE (1974)
 LH1216
 LH1216                         *CURRENT SURVEY CONTROL
 LH1216  ___________________________________________________________________
 LH1216* NAD 83(1995)-  40 14 55.80692(N)    098 45 06.52113(W)     ADJUSTED  
 LH1216* NAVD 88     -       639.1    (meters)    2097.     (feet)  VERTCON   
 LH1216  ___________________________________________________________________
 LH1216  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 LH1216  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 LH1216
 LH1216  HORZ ORDER  -  FIRST
 LH1216  VERT ORDER  -  THIRD ? (See Below)
 LH1216
 LH1216.The horizontal coordinates were established by classical geodetic methods
 LH1216.and adjusted by the National Geodetic Survey in August 1997..
 LH1216
 LH1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1216.The vertical order pertains to the NGVD 29 superseded value.
 LH1216
 LH1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1216
 LH1216.The geoid height was determined by GEOID03.
 LH1216
 LH1216;                    North         East     Units Scale Factor Converg.
 LH1216;SPC NE       -    46,901.188   606,185.080   MT  0.99989677   +0 49 37.8
 LH1216;SPC KS N     -   212,927.366   336,027.346   MT  1.00010873   -0 28 32.5
 LH1216;UTM  14      - 4,455,405.632   521,108.213   MT  0.99960548   +0 09 37.3
 LH1216
 LH1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1216!SPC NE       -   0.99990378  x   0.99989677  =   0.99980056
 LH1216!SPC KS N     -   0.99990378  x   1.00010873  =   1.00001250
 LH1216!UTM  14      -   0.99990378  x   0.99960548  =   0.99950929
 LH1216
 LH1216:                Primary Azimuth Mark                     Grid Az
 LH1216:SPC NE       -  CAMPBELL MUNICIPAL STANDPIPE             017 52 12.3
 LH1216:SPC KS N     -  CAMPBELL MUNICIPAL STANDPIPE             019 10 22.6
 LH1216:UTM  14      -  CAMPBELL MUNICIPAL STANDPIPE             018 32 12.8
 LH1216
 LH1216|---------------------------------------------------------------------|
 LH1216| PID    Reference Object                     Distance      Geod. Az  |
 LH1216|                                                           dddmmss.s |
 LH1216| LH1203 CAMPBELL MUNICIPAL STANDPIPE        APPROX. 5.5 KM 0184150.1 |
 LH1216| LH1199 BLADEN MUNICIPAL TANK               APPROX.15.4 KM 0583824.1 |
 LH1216| LH1215 HERRICK AZ MK 2                     APPROX. 0.6 KM 0920421.6 |
 LH1216| CN8770 HERRICK AZ MK                                      1064901.2 |
 LH1216| CN8771 HERRICK RM 1                         44.183 METERS 12651     |
 LH1216| CN8773 HERRICK RM 3                         10.875 METERS 15150     |
 LH1216| CN8772 HERRICK RM 2                         55.686 METERS 24033     |
 LH1216| CN8774 HERRICK RM 4                         19.963 METERS 24039     |
 LH1216|---------------------------------------------------------------------|
 LH1216
 LH1216                          SUPERSEDED SURVEY CONTROL
 LH1216
 LH1216  NAD 83(1986)-  40 14 55.81283(N)    098 45 06.52075(W) AD(       ) 1
 LH1216  NAD 27      -  40 14 55.76100(N)    098 45 05.26000(W) AD(       ) 1
 LH1216  NGVD 29 (07/19/86)  638.8    (m)         2096.     (f) LEVELING    3  
 LH1216
 LH1216.Superseded values are not recommended for survey control.
 LH1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1216.See file dsdata.txt to determine how the superseded data were derived.
 LH1216
 LH1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2110855406(NAD 83)
 LH1216_MARKER: V = STONE MONUMENT
 LH1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1216_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1216
 LH1216  HISTORY     - Date     Condition        Report By
 LH1216  HISTORY     - 1898     MONUMENTED       CGS
 LH1216  HISTORY     - 1935     GOOD             CGS
 LH1216  HISTORY     - 1935     GOOD             CGS
 LH1216  HISTORY     - 1951     GOOD             CGS
 LH1216  HISTORY     - 1980     GOOD             NGS
 LH1216
 LH1216                          STATION DESCRIPTION
 LH1216
 LH1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1216'THIS STATION IS IN THE SW. 1/4 OF SE. 1/4 SEC. 2, T. 3 N., R. 13
 LH1216'W., ABOUT 3-1/2 MILES SOUTH AND 1-1/4 MILES WEST OF THE TOWN
 LH1216'OF CAMPBELL, ON LAND OWNED BY LYMAN HERRICK.  THE BEARINGS AND
 LH1216'DISTANCES TO CERTAIN POINTS ARE- TO THE STONE MARKING THE
 LH1216'SOUTHEAST CORNER OF SECTION 2, S 88 DEG 47 MIN E, TO LYMAN
 LH1216'HERRICKS WINDMILL, S 85 DEG 22 MIN E, 149.8 FEET, TO THE STONE
 LH1216'MARKING THE SOUTH CENTER OF SECTION 2, S 84 DEG 27 MIN .4 W, TO
 LH1216'THE STONE MARKING THE SOUTHWEST CORNER OF SECTION 2, S 88 DEG
 LH1216'N 16 DEG 21 MIN .4 W, TO THE BELFRY OF THE SCHOOLHOUSE AT CAMPBELL,
 LH1216'DEG 21 MIN E, TO THE SOUTHWEST CORNER OF MR. HERRICKS
 LH1216'HOUSE, S 85 DEG .6 E ,8.6 FEET, TO THE WIRE FENCE TO THE
 LH1216'SOUTHWARD OF THE STATION, 89.3 FEET.  SURFACE MARK IS A HARD
 LH1216'SANDSTONE POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET LONG,
 LH1216'PLACED WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO
 LH1216'V-SHAPED GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.G.S. CUT
 LH1216'IN ITS TOP.  UNDERGROUND MARK IS A STONE CROCK BURIED BOTTOM
 LH1216'UPWARD ABOUT 3 FEET BELOW THE SURFACE AND MARKED WITH A
 LH1216'SMALL DRILL HOLE.
 LH1216
 LH1216                          STATION RECOVERY (1935)
 LH1216
 LH1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1216'STATION RECOVERED APRIL 6, 1935 AND SURFACE AND UNDERGROUND MARKS
 LH1216'WERE FOUND IN GOOD CONDITION.  THE SURFACE MARK PROJECTS
 LH1216'ABOUT 2 INCHES ABOVE GROUND.  THE HOUSE, FENCE AND WINDMILL,
 LH1216'REFERRED TO IN THE ORIGINAL DESCRIPTION HAVE BEEN REPLACED BY
 LH1216'NEW STRUCTURES.
 LH1216'
 LH1216'THE STATION IS IN A GARDEN PLOT ON LAND BELONGING TO LOUIS
 LH1216'MEYER, ABOUT 250 FEET WEST OF A WINDMILL, 113 FEET SOUTHWEST
 LH1216'OF THE SOUTHWEST CORNER OF THE MEYER HOUSE AND 31.5 FEET NORTH
 LH1216'OF A WIRE FENCE AND TELEPHONE LINE ON THE NORTH SIDE OF THE
 LH1216'ROAD PASSING IN FRONT OF THE MEYER FARM.  THE SOUTH QUARTER-STONE
 LH1216'OF SECTION 2 HAS BEEN REMOVED AND IS LYING IN FENCE CORNER.
 LH1216'SEARCH WAS NOT MADE FOR THE SOUTHEAST AND SOUTHWEST CORNER
 LH1216'STONE OF SECTION 2.  THE SCHOOLHOUSE REFERRED TO HAS NO BELFRY
 LH1216'AND CANNOT BE SEEN FROM THE GROUND AT THE STATION BECAUSE
 LH1216'OF THE MEYER CHICKEN-HOUSE.  A GOOD AZIMUTH COULD NOW BE
 LH1216'ESTABLISHED ON TRINITY LUTHERAN CHURCH WHICH IS ABOUT ONE
 LH1216'MILE NORTH OF THE STATION IN THE SOUTHEAST QUARTER OF
 LH1216'SECTION 35, T. 4 N., R. 13 W.
 LH1216
 LH1216                          STATION RECOVERY (1935)
 LH1216
 LH1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1216'STATION REMARKED AND SURFACE MARK REPLACED, REFERENCE AND
 LH1216'AZIMUTH MARKS SET.  IN THE GARDEN OF THE FARM HOME NOW OCCUPIED
 LH1216'BY MR. LOUIS MEYER AND IS 44 FEET NORTHWEST OF A FENCE
 LH1216'T-INTERSECTION, 33 FEET NORTH OF AN EAST-WEST WOVEN-WIRE FENCE, 30
 LH1216'FEET WEST OF A NORTH-SOUTH WOVEN-WIRE FENCE, AND 113 FEET
 LH1216'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARM HOME.  THE
 LH1216'SURFACE MARK IS SET 12 INCHES BELOW SURFACE OF GROUND,
 LH1216'STAMPED HERRICK 1898.
 LH1216'
 LH1216'THE HOUSE AND WINDMILL USED IN LOCATING THE STATION WHEN IT
 LH1216'WAS ESTABLISHED HAVE BEEN DESTROYED.
 LH1216'
 LH1216'TO REACH FROM CAMPBELL, DRIVE SOUTH ON THE MAIN STREET TO ITS
 LH1216'INTERSECTION WITH STATE HIGHWAY 4, TURN WEST AND GO 0.7 MILE
 LH1216'TO A T-INTERSECTION, LEAVE MAIN HIGHWAY, TURN SOUTH, AND GO
 LH1216'3.0 MILES TO GRADED ROAD INTERSECTION, THEN TURN WEST AND GO
 LH1216'0.5 MILE TO THE LOUIS MEYER FARMHOUSE AND THE STATION.
 LH1216'
 LH1216'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LH1216'DISKS SET IN CONCRETE.
 LH1216'
 LH1216'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 139 FEET
 LH1216'SOUTH OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 1 FOOT NORTH OF AN
 LH1216'EAST-WEST WIRE FENCE, 56 FEET SOUTH OF A TELEPHONE LINE, IS
 LH1216'STAMPED HERRICK 1935, AND PROJECTS 8 INCHES.
 LH1216'
 LH1216'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 1 FOOT NORTH OF
 LH1216'AN EAST-WEST FENCE LINE, 56 FEET SOUTH OF A TELEPHONE LINE, IS
 LH1216'STAMPED HERRICK 1935, AND PROJECTS 6 INCHES.
 LH1216'
 LH1216'AZIMUTH MARK IS EAST-SOUTHEAST OF STATION, 0.1 MILE SOUTH OF A
 LH1216'GRADED CROSSROAD, 25 FEET EAST OF THE CENTER LINE OF A GRADED
 LH1216'NORTH-SOUTH SECTION-LINE ROAD, IS STAMPED HERRICK 1935, AND
 LH1216'PROJECTS 3 INCHES.
 LH1216'
 LH1216'A 50-FOOT TOWER IS REQUIRED TO CLEAR ALL LINES.
 LH1216'
 LH1216'ELEVATION - 2100 FEET.
 LH1216
 LH1216                          STATION RECOVERY (1951)
 LH1216
 LH1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1216'THE STATION AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN
 LH1216'GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LH1216'WERE DESTROYED WHEN THE ROAD WAS WIDENED.  REFERENCE MARK NO. 3
 LH1216'AND REFERENCE MARK NO. 4 WERE ESTABLISHED BY THIS PARTY.
 LH1216'
 LH1216'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1216'
 LH1216'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF CAMPBELL,
 LH1216'ON LAND OWNED BY MR. WILLIAM BAYER.  IT IS 113 FEET WEST-SOUTHWEST
 LH1216'OF THE SOUTHWEST CORNER OF A FARM HOUSE, 58 FEET EAST OF A
 LH1216'NORTH-SOUTH FENCE AND 34 FEET NORTH OF AN EAST-WEST FENCE.  IT
 LH1216'IS STAMPED HERRICK 1898 AND IS 12 INCHES BELOW THE SURFACE OF
 LH1216'THE GROUND.
 LH1216'
 LH1216'REFERENCE MARK NO. 3 IS SET IN AN EAST-WEST FENCE LINE, 31 FEET
 LH1216'NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD AND 1 FOOT WEST
 LH1216'OF A WITNESS POST.  IT IS STAMPED HERRICK NO 3 1951 AND PROJECTS
 LH1216'3 INCHES.
 LH1216'
 LH1216'REFERENCE MARK NO. 4 IS 31 FEET NORTH OF THE CENTER OF AN
 LH1216'EAST-WEST DIRT ROAD AND 1 FOOT NORTH-NORTHWEST OF A FENCE
 LH1216'CORNER.  IT IS STAMPED HERRICK NO 4 1951 AND PROJECTS 4 INCHES.
 LH1216'
 LH1216'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 LH1216'NO. 4 IS 74.0 FEET.
 LH1216'
 LH1216'THE AZIMUTH MARK IS SET UNDER A TELEPHONE LINE, 25 FEET EAST
 LH1216'OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 1 FOOT NORTH
 LH1216'OF A WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 LH1216'HERRICK 1935 AZIMUTH AND PROJECTS 1 INCH.
 LH1216'
 LH1216'TO REACH THE STATION FROM THE POST OFFICE IN CAMPBELL, GO SOUTH
 LH1216'ON THE MAIN STREET FOR 0.45 MILE TO STATE HIGHWAY 4, TURN RIGHT
 LH1216'AND GO WEST ON STATE HIGHWAY 4 FOR 0.7 MILE TO A CROSSROAD.  TURN
 LH1216'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 3.0 MILES TO A CROSSROAD,
 LH1216'TURN RIGHT AND GO WEST ON A DIRT ROAD FOR 0.5 MILE TO THE
 LH1216'STATION ON THE RIGHT AS DESCRIBED.
 LH1216'
 LH1216'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A DIRT
 LH1216'ROAD FOR 0.5 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON
 LH1216'A GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT
 LH1216'AS DESCRIBED.
 LH1216
 LH1216                          STATION RECOVERY (1980)
 LH1216
 LH1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1216'SUBSURFACE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 LH1216'RECOVERED.  THE AZIMUTH MARK WAS NOT FOUND AND HAD BEEN REPORTED
 LH1216'DESTROYED.  REFERENCE MARK 4 APPEARS TO BEEN LEANING SLIGHTLY
 LH1216'TOWARD THE STATION NOW.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS
 LH1216'2 MINUTES, 54 SECONDS SMALLER THAN 1951 OBSERVATIONS.  THE DISTANCE TO
 LH1216'REFERENCE MARK 3 WAS 0.007 METER LONGER AND THE DISTANCE TO REFERENCE
 LH1216'MARK 4 WAS 0.019 METER SHORTER THAN 1951 DATA.  A NEW AZIMUTH MARK
 LH1216'WAS ESTABLISHED AND A POLARIS OBSERVATION TAKEN.  THE UNDERGROUND
 LH1216'MARK WAS NOT INSPECTED.  A NEW DESCRIPTION FOLLOWS.
 LH1216'
 LH1216'THE STATION IS ABOUT 9 MILES SOUTHEAST OF UPLAND, 4-1/2 MILES
 LH1216'SOUTH-SOUTHWEST OF CAMPBELL, 1-1/2 MILES WEST OF THE WEBSTER/FRANKLIN
 LH1216'COUNTY LINE, IN THE SW1/4, SEC2, T3N, R13W AND ON PROPERTY OWNED
 LH1216'BY DALLAS KOCH, RURAL ROUTE, CAMPBELL, NEBRASKA.  TELEPHONE
 LH1216'402-756 8355.  THE STATION IS AT MR. KOCHS HOUSE.
 LH1216'
 LH1216'TO REACH THE STATION FROM THE POST OFFICE IN CAMPBELL, GO SOUTH ON
 LH1216'MAIN STREET FOR 0.45 MILE TO STATE HIGHWAY 4.  TURN RIGHT AND GO WEST
 LH1216'ON HIGHWAY 4 FOR 0.7 MILE TO A GRADED CROSSROAD.  TURN LEFT AND GO
 LH1216'SOUTH ON THE GRADED ROAD FOR 3.0 MILES TO A GRADED CROSSROAD AND THE
 LH1216'AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT
 LH1216'AND GO WEST FOR 0.4 MILE TO MR. KOCHS HOME AND THE STATION ON THE
 LH1216'LEFT.
 LH1216'
 LH1216'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---HERRICK 1898---
 LH1216'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 12 INCHES BELOW
 LH1216'THE SURFACE.  IT IS 74.2 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 LH1216'CORNER OF A HOUSE, 62.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 LH1216'61.5 FEET WEST OF THE CENTERLINE OF A DRIVEWAY TO THE HOUSE.
 LH1216'
 LH1216'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---HERRICK NO 3 2098
 LH1216'1951--- SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3
 LH1216'INCHES.  IT IS 102.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE,
 LH1216'45.0 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY AND 31.0 FEET NORTH
 LH1216'OF THE CENTERLINE OF THE ROAD.
 LH1216'
 LH1216'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---HERRICK NO 4 2097
 LH1216'1951--- SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1
 LH1216'INCH.  IT IS 131.8 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 LH1216'HOUSE, 119.5 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY AND 31.0
 LH1216'FEET NORTH OF THE CENTERLINE OF THE ROAD.
 LH1216'
 LH1216'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---HERRICK 1898 1980---
 LH1216'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 LH1216'IS 44.5 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 34.0 FEET
 LH1216'WEST OF THE CENTERLINE OF A GRADED ROAD, 25.5 FEET SOUTH OF THE
 LH1216'CENTERLINE OF A GRADED ROAD, 2.4 FEET NORTH OF A JUNCTION POWERLINE
 LH1216'POLE AND 2.0 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0197 ***********************************************************************
 MM0197  DESIGNATION -  HERSHEY
 MM0197  PID         -  MM0197
 MM0197  STATE/COUNTY-  NE/LINCOLN
 MM0197  USGS QUAD   -  HERSHEY WEST (1971)
 MM0197
 MM0197                         *CURRENT SURVEY CONTROL
 MM0197  ___________________________________________________________________
 MM0197* NAD 83(1986)-  41 09 33.     (N)    101 00 12.     (W)     SCALED    
 MM0197* NAVD 88     -       884.814  (meters)    2902.93   (feet)  ADJUSTED  
 MM0197  ___________________________________________________________________
 MM0197  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 MM0197  DYNAMIC HT  -         884.288 (meters)    2901.20  (feet)  COMP
 MM0197  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 MM0197
 MM0197  VERT ORDER  -  FIRST     CLASS II
 MM0197
 MM0197.The horizontal coordinates were scaled from a topographic map and have
 MM0197.an estimated accuracy of +/- 6 seconds.
 MM0197
 MM0197.The orthometric height was determined by differential leveling
 MM0197.and adjusted by the National Geodetic Survey in June 1991..
 MM0197.WARNING-Repeat measurements at this control monument indicate possible
 MM0197.vertical movement.
 MM0197
 MM0197.The geoid height was determined by GEOID03.
 MM0197
 MM0197.The dynamic height is computed by dividing the NAVD 88
 MM0197.geopotential number by the normal gravity value computed on the
 MM0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0197.degrees latitude (g = 980.6199 gals.).
 MM0197
 MM0197.The modeled gravity was interpolated from observed gravity values.
 MM0197
 MM0197;                    North         East    Units  Estimated Accuracy
 MM0197;SPC NE       -   147,690.      415,820.      MT  (+/- 180 meters Scaled)
 MM0197
 MM0197                          SUPERSEDED SURVEY CONTROL
 MM0197
 MM0197  NGVD 29 (02/14/92)  884.434  (m)         2901.68   (f) ADJUSTED    1 2
 MM0197
 MM0197.Superseded values are not recommended for survey control.
 MM0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0197.See file dsdata.txt to determine how the superseded data were derived.
 MM0197
 MM0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL319583(NAD 83)
 MM0197_MARKER: DB = BENCH MARK DISK
 MM0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0197_SP_SET: CONCRETE POST
 MM0197_STAMPING: HERSHEY 1933 2901.681
 MM0197_MARK LOGO: CGS   
 MM0197_PROJECTION: FLUSH
 MM0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0197+STABILITY: SURFACE MOTION
 MM0197
 MM0197  HISTORY     - Date     Condition        Report By
 MM0197  HISTORY     - 1933     MONUMENTED       CGS
 MM0197  HISTORY     - 1986     GOOD             NGS
 MM0197  HISTORY     - 20040811 GOOD             USPSQD
 MM0197
 MM0197                          STATION DESCRIPTION
 MM0197
 MM0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0197'AT HERSHEY.
 MM0197'AT HERSHEY, LINCOLN COUNTY, AT THE SOUTH SIDE OF THE TOWN HALL
 MM0197'GROUNDS, 30 FEET EAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 MM0197'40 FEET NORTH OF THE CENTER LINE OF GRANT STREET, 12.5 FEET
 MM0197'NORTH OF THE NORTH CURB, AND 5 FEET NORTH OF THE SIDEWALK.  A
 MM0197'STANDARD DISK, STAMPED 2901.681 HERSHEY 1933 AND SET IN THE TOP
 MM0197'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MM0197
 MM0197                          STATION RECOVERY (1986)
 MM0197
 MM0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0197'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN HERSHEY, AT
 MM0197'THE JUNCTION OF GRANT AVENUE AND 1ST STREET, AT THE SITE OF THE OLD
 MM0197'TOWN HALL AND THE FIRE STATION, A CONCRETE SIDEWALK HAS BEEN BUILT
 MM0197'AROUND THE DISK, 11.3 METERS (37 FT) WEST OF THE EXTENDED CENTER OF
 MM0197'GRANT AVENUE, 2.5 METERS (8.3 FT) EAST OF THE SOUTHEAST CORNER OF THE
 MM0197'TOWN HALL BUILDING, 0.46 METER (1.5 FT) WEST OF THE SOUTHWEST CORNER
 MM0197'OF THE FIRE STATION, 3.4 METERS (11 FT) NORTH OF THE NORTH CURB OF 1ST
 MM0197'STREET AND 0.49 METER (1.6 FT) NORTH-NORTHWEST OF A FLAGPOLE.
 MM0197'THE MARK IS 0.12 M BELOW THE SIDEWALK SURFACE.
 MM0197
 MM0197                          STATION RECOVERY (2004)
 MM0197
 MM0197'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MM0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0455 ***********************************************************************
 MM0455  DESIGNATION -  HERSHEY WATER TK=AIRWAY BN 62
 MM0455  PID         -  MM0455
 MM0455  STATE/COUNTY-  NE/LINCOLN
 MM0455  USGS QUAD   -  HERSHEY WEST (1971)
 MM0455
 MM0455                         *CURRENT SURVEY CONTROL
 MM0455  ___________________________________________________________________
 MM0455* NAD 83(1995)-  41 09 31.85139(N)    101 00 15.23402(W)     ADJUSTED  
 MM0455* NAVD 88     -                                                        
 MM0455  ___________________________________________________________________
 MM0455  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 MM0455  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 MM0455
 MM0455  HORZ ORDER  -  THIRD
 MM0455
 MM0455.The horizontal coordinates were established by classical geodetic methods
 MM0455.and adjusted by the National Geodetic Survey in August 1997..
 MM0455
 MM0455
 MM0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0455
 MM0455.The geoid height was determined by GEOID03.
 MM0455
 MM0455;                    North         East     Units Scale Factor Converg.
 MM0455;SPC NE       -   147,655.623   415,741.089   MT  0.99967683   -0 39 55.8
 MM0455;UTM  14      - 4,558,327.020   331,841.723   MT  0.99994803   -1 19 09.8
 MM0455
 MM0455                          SUPERSEDED SURVEY CONTROL
 MM0455
 MM0455  NAD 83(1986)-  41 09 31.85526(N)    101 00 15.24107(W) AD(       ) 4
 MM0455  NAD 27      -  41 09 31.88200(N)    101 00 13.68900(W) AD(       ) 3
 MM0455
 MM0455.Superseded values are not recommended for survey control.
 MM0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0455.See file dsdata.txt to determine how the superseded data were derived.
 MM0455
 MM0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3184258327(NAD 83)
 MM0455_MARKER: 53 = ELEVATED TANK
 MM0455
 MM0455  HISTORY     - Date     Condition        Report By
 MM0455  HISTORY     - 1933     FIRST OBSERVED   CGS
 MM0455  HISTORY     - 1958     GOOD             CGS
 MM0455  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 MM0455
 MM0455                          STATION DESCRIPTION
 MM0455
 MM0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MM0455'THE STATION IS THE ELEVATED STEEL WATER TANK AT HERSHEY, A
 MM0455'SMALL TOWN ON U.S. HIGHWAY 30 ABOUT 12 MILES WEST OF NORTH
 MM0455'PLATTE.  THE TANK IS SET ON FOUR STEEL LEGS AND IS RECOGNIZABLE
 MM0455'BY THE CAGE LIKE STRUCTURE WHICH SURROUNDS THE BALL.
 MM0455
 MM0455                          STATION RECOVERY (2004)
 MM0455
 MM0455'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MM0455'STATION NOT FOUND. SITE LOCATED. TANK NO LONGER EXISTS. SITE WAS
 MM0455'DIRECTLY WEST OF THE OLD TOWN HALL NEAR 1ST STREET AND GRANT AVENUE IN
 MM0455'TOWN OF HERSHEY. ACCORDING TO A CITY OF HERSHEY EMPLOYEE, THE TANK WAS
 MM0455'TORN DOWN IN 1995.  THE STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1121 ***********************************************************************
 MK1121  DESIGNATION -  HH 214
 MK1121  PID         -  MK1121
 MK1121  STATE/COUNTY-  NE/PLATTE
 MK1121  USGS QUAD   -  CORNLEA (1985)
 MK1121
 MK1121                         *CURRENT SURVEY CONTROL
 MK1121  ___________________________________________________________________
 MK1121* NAD 83(1986)-  41 37 54.     (N)    097 30 01.     (W)     SCALED    
 MK1121* NAVD 88     -       502.783  (meters)    1649.55   (feet)  ADJUSTED  
 MK1121  ___________________________________________________________________
 MK1121  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 MK1121  DYNAMIC HT  -         502.566 (meters)    1648.84  (feet)  COMP
 MK1121  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 MK1121
 MK1121  VERT ORDER  -  FIRST     CLASS II
 MK1121
 MK1121.The horizontal coordinates were scaled from a topographic map and have
 MK1121.an estimated accuracy of +/- 6 seconds.
 MK1121
 MK1121.The orthometric height was determined by differential leveling
 MK1121.and adjusted by the National Geodetic Survey in June 1991..
 MK1121
 MK1121.The geoid height was determined by GEOID03.
 MK1121
 MK1121.The dynamic height is computed by dividing the NAVD 88
 MK1121.geopotential number by the normal gravity value computed on the
 MK1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1121.degrees latitude (g = 980.6199 gals.).
 MK1121
 MK1121.The modeled gravity was interpolated from observed gravity values.
 MK1121
 MK1121;                    North         East    Units  Estimated Accuracy
 MK1121;SPC NE       -   202,670.      708,190.      MT  (+/- 180 meters Scaled)
 MK1121
 MK1121                          SUPERSEDED SURVEY CONTROL
 MK1121
 MK1121  NGVD 29 (??/??/92)  502.591  (m)         1648.92   (f) ADJ UNCH    1 2
 MK1121
 MK1121.Superseded values are not recommended for survey control.
 MK1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1121.See file dsdata.txt to determine how the superseded data were derived.
 MK1121
 MK1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM249099(NAD 83)
 MK1121_MARKER: DB = BENCH MARK DISK
 MK1121_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1121_SP_SET: CULVERT HEADWALL
 MK1121_STAMPING: HH 214 1940
 MK1121_MARK LOGO: CGS   
 MK1121_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1121+STABILITY: SURFACE MOTION
 MK1121
 MK1121  HISTORY     - Date     Condition        Report By
 MK1121  HISTORY     - 1940     MONUMENTED       CGS
 MK1121  HISTORY     - 19911018 GOOD             NEDR
 MK1121
 MK1121                          STATION DESCRIPTION
 MK1121
 MK1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1121'1 MI N FROM TARNOV.
 MK1121'1.0 MILE NORTH ALONG UNION PACIFIC RR FROM DEPOT.  ALONG
 MK1121'RIGHT-OF-WAY OF UNION PACIFIC RR.  0.2 MILE NORTH OF INTERSECTION
 MK1121'OF ROAD AND TRACK.  12 FEET WEST OF CENTER LINE OF TRACK.  3.0
 MK1121'FEET BELOW TOP OF RAIL.  SET FLUSH AND HORIZONTALLY IN TOP OF
 MK1121'CONCRETE HEADWALL AT WEST END OF RAILROAD CULVERT.  NO WOODEN
 MK1121'POST SET, CULVERT ACTS AS LANDMARK.
 MK1121
 MK1121                          STATION RECOVERY (1991)
 MK1121
 MK1121'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MK1121'TO REACH FROM THE ENTRANCE TO SAINT MICHAELS CHURCH, IN TARNOV, GO
 MK1121'NORTH ON A COUNTY ROAD FOR 0.85 MI (1.37 KM) TO A COUNTY ROAD
 MK1121'INTERSECTION, TURN RIGHT AND GO EAST FOR 0.15 MI (0.24 KM) TO A
 MK1121'RAILROAD CROSSING, THEN 0.2 MI (0.3 KM) NORTH ALONG THE TRACK TO THE
 MK1121'MARK, 12 FT (3.7 M) WEST FROM AND ABOUT 3 FT (0.9 M) LOWER THAN THE
 MK1121'TRACKS, SET INTO THE TOP OF THE WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0015 ***********************************************************************
 LH0015  DESIGNATION -  HH 250
 LH0015  PID         -  LH0015
 LH0015  STATE/COUNTY-  NE/ADAMS
 LH0015  USGS QUAD   -  HASTINGS WEST (1983)
 LH0015
 LH0015                         *CURRENT SURVEY CONTROL
 LH0015  ___________________________________________________________________
 LH0015* NAD 83(1986)-  40 34 58.     (N)    098 24 04.     (W)     SCALED    
 LH0015* NAVD 88     -       590.582  (meters)    1937.60   (feet)  ADJUSTED  
 LH0015  ___________________________________________________________________
 LH0015  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 LH0015  DYNAMIC HT  -         590.252 (meters)    1936.52  (feet)  COMP
 LH0015  MODELED GRAV-     980,045.9   (mgal)                       NAVD 88
 LH0015
 LH0015  VERT ORDER  -  FIRST     CLASS II
 LH0015
 LH0015.The horizontal coordinates were scaled from a topographic map and have
 LH0015.an estimated accuracy of +/- 6 seconds.
 LH0015
 LH0015.The orthometric height was determined by differential leveling
 LH0015.and adjusted by the National Geodetic Survey in June 1991..
 LH0015
 LH0015.The geoid height was determined by GEOID03.
 LH0015
 LH0015.The dynamic height is computed by dividing the NAVD 88
 LH0015.geopotential number by the normal gravity value computed on the
 LH0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0015.degrees latitude (g = 980.6199 gals.).
 LH0015
 LH0015.The modeled gravity was interpolated from observed gravity values.
 LH0015
 LH0015;                    North         East    Units  Estimated Accuracy
 LH0015;SPC NE       -    84,460.      635,330.      MT  (+/- 180 meters Scaled)
 LH0015
 LH0015                          SUPERSEDED SURVEY CONTROL
 LH0015
 LH0015  NGVD 29 (??/??/92)  590.352  (m)         1936.85   (f) ADJ UNCH    1 2
 LH0015
 LH0015.Superseded values are not recommended for survey control.
 LH0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0015.See file dsdata.txt to determine how the superseded data were derived.
 LH0015
 LH0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK506926(NAD 83)
 LH0015_MARKER: DB = BENCH MARK DISK
 LH0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0015_SP_SET: CONCRETE BASE
 LH0015_STAMPING: HH 250 1947
 LH0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0015
 LH0015  HISTORY     - Date     Condition        Report By
 LH0015  HISTORY     - 1947     MONUMENTED       CGS
 LH0015
 LH0015                          STATION DESCRIPTION
 LH0015
 LH0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0015'0.8 MI W FROM HASTINGS.
 LH0015'0.8 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0015'FROM THE STATION AT HASTINGS, IN THE TOP OF THE SOUTHEAST CORNER
 LH0015'OF THE NORTH CONCRETE BASE OF A LARGE OVERHEAD SIGNAL TOWER,
 LH0015'ABOUT 0.15 MILE EAST OF THE RAILROAD ROUND HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0852 ***********************************************************************
 MJ0852  DESIGNATION -  HH 261
 MJ0852  PID         -  MJ0852
 MJ0852  STATE/COUNTY-  NE/WASHINGTON
 MJ0852  USGS QUAD   -  LOVELAND (1994)
 MJ0852
 MJ0852                         *CURRENT SURVEY CONTROL
 MJ0852  ___________________________________________________________________
 MJ0852* NAD 83(1986)-  41 25 45.     (N)    095 56 02.     (W)     SCALED    
 MJ0852* NAVD 88     -       301.710  (meters)     989.86   (feet)  ADJUSTED  
 MJ0852  ___________________________________________________________________
 MJ0852  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 MJ0852  DYNAMIC HT  -         301.572 (meters)     989.41  (feet)  COMP
 MJ0852  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 MJ0852
 MJ0852  VERT ORDER  -  SECOND    CLASS 0
 MJ0852
 MJ0852.The horizontal coordinates were scaled from a topographic map and have
 MJ0852.an estimated accuracy of +/- 6 seconds.
 MJ0852
 MJ0852.The orthometric height was determined by differential leveling
 MJ0852.and adjusted by the National Geodetic Survey in June 1991..
 MJ0852
 MJ0852.The geoid height was determined by GEOID03.
 MJ0852
 MJ0852.The dynamic height is computed by dividing the NAVD 88
 MJ0852.geopotential number by the normal gravity value computed on the
 MJ0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0852.degrees latitude (g = 980.6199 gals.).
 MJ0852
 MJ0852.The modeled gravity was interpolated from observed gravity values.
 MJ0852
 MJ0852;                    North         East    Units  Estimated Accuracy
 MJ0852;SPC NE       -   185,170.      839,630.      MT  (+/- 180 meters Scaled)
 MJ0852
 MJ0852                          SUPERSEDED SURVEY CONTROL
 MJ0852
 MJ0852  NGVD 29 (??/??/92)  301.574  (m)          989.41   (f) ADJ UNCH    2 0
 MJ0852
 MJ0852.Superseded values are not recommended for survey control.
 MJ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0852.See file dsdata.txt to determine how the superseded data were derived.
 MJ0852
 MJ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF548905(NAD 83)
 MJ0852_MARKER: DD = SURVEY DISK
 MJ0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0852_STAMPING: H H 261
 MJ0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0852+STABILITY: SURFACE MOTION
 MJ0852
 MJ0852  HISTORY     - Date     Condition        Report By
 MJ0852  HISTORY     - UNK      MONUMENTED       DOD
 MJ0852  HISTORY     - 1948     GOOD             NGS
 MJ0852  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0852
 MJ0852                          STATION DESCRIPTION
 MJ0852
 MJ0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MJ0852'6.8 MI SE FROM FORT CALHOUN.
 MJ0852'0.5 OF A MILE EAST ALONG A DIRT STREET FROM THE POST OFFICE AT
 MJ0852'FORT CALHOUN, THENCE 0.3 OF A MILE SOUTH ALONG A GRADED DIRT
 MJ0852'ROAD, THENCE 2.9 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.5
 MJ0852'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.2 OF A MILE
 MJ0852'EAST ALONG A GRADED DIRT ROAD, THENCE 1.4 MILES EAST ALONG A
 MJ0852'PRIVATE DIRT ROAD TO THE WEST BANK OF THE MISSOURI RIVER, ABOUT
 MJ0852'0.25 OF A MILE (EST.) SOUTH OF THE SOUTH END OF BOYER CHUTE,
 MJ0852'ABOUT 0.1 OF A MILE (EST.) NORTH OF RIVER MILEPOST 649, 125 FEET
 MJ0852'(EST.) WEST OF REVETMENT AT WEST BANK OF RIVER, JUST NORTH OF
 MJ0852'DIKE NUMBER 677.5, ABOUT 47 YARDS SOUTH OF EAST-WEST TRAIL ROAD
 MJ0852'LEADING TO THE RIVER, 92 FEET WEST OF WEST BANK OF THE MISSOURI
 MJ0852'RIVER, 4.6 FEET NORTHEAST OF AN 18 INCH COTTONWOOD TREE, SET IN
 MJ0852'THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0852
 MJ0852                          STATION RECOVERY (1955)
 MJ0852
 MJ0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1149 ***********************************************************************
 LG1149  DESIGNATION -  HICKMAN MUNICIPAL TANK
 LG1149  PID         -  LG1149
 LG1149  STATE/COUNTY-  NE/LANCASTER
 LG1149  USGS QUAD   -  CORTLAND (1964)
 LG1149
 LG1149                         *CURRENT SURVEY CONTROL
 LG1149  ___________________________________________________________________
 LG1149* NAD 83(1995)-  40 37 29.36551(N)    096 38 09.57571(W)     ADJUSTED  
 LG1149* NAVD 88     -                                                        
 LG1149  ___________________________________________________________________
 LG1149  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 LG1149  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 LG1149
 LG1149  HORZ ORDER  -  THIRD
 LG1149
 LG1149.The horizontal coordinates were established by classical geodetic methods
 LG1149.and adjusted by the National Geodetic Survey in August 1997..
 LG1149
 LG1149
 LG1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1149
 LG1149.The geoid height was determined by GEOID03.
 LG1149
 LG1149;                    North         East     Units Scale Factor Converg.
 LG1149;SPC NE       -    93,413.995   784,494.511   MT  0.99977582   +2 13 45.5
 LG1149;UTM  14      - 4,499,796.863   699,948.405   MT  1.00009212   +1 32 23.0
 LG1149
 LG1149                          SUPERSEDED SURVEY CONTROL
 LG1149
 LG1149  NAD 83(1986)-  40 37 29.37277(N)    096 38 09.57472(W) AD(       ) 4
 LG1149  NAD 27      -  40 37 29.37600(N)    096 38 08.51000(W) AD(       ) 3
 LG1149
 LG1149.Superseded values are not recommended for survey control.
 LG1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1149.See file dsdata.txt to determine how the superseded data were derived.
 LG1149
 LG1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9994899797(NAD 83)
 LG1149_MARKER: 53 = ELEVATED TANK
 LG1149
 LG1149  HISTORY     - Date     Condition        Report By
 LG1149  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1149  HISTORY     - 20020816 MARK NOT FOUND   USPSQD
 LG1149
 LG1149                          STATION DESCRIPTION
 LG1149
 LG1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1149'THE TANK IS LOCATED IN THE NORTH EDGE OF TOWN.  IT IS A FOUR
 LG1149'LEGGED STEEL STRUCTURE SUPPORTING A TANK.  THE TANK IS PAINTED
 LG1149'SILVER AND THE LEGS ARE BLACK.  THE LETTERS HICKMAN ARE PAINTED
 LG1149'IN BLACK ON THE EAST SIDE OF THE TANK.  THE OVERALL HEIGHT
 LG1149'IS ABOUT 100 FEET.  IT IS 75 FEET SOUTH OF THE CENTER OF
 LG1149'AN EAST-WEST DIRT ROAD AND 175 FEET WEST OF THE CENTER OF A
 LG1149'NORTH-SOUTH DIRT ROAD.  THE POINT OBSERVED UPON WAS THE BALL
 LG1149'AT THE APEX OF THE ROOF.
 LG1149
 LG1149                          STATION RECOVERY (2002)
 LG1149
 LG1149'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG1149'PER VILLAGE CLERK TANK DESCRIBED IN 1947 WAS DEMOLISHED IN 1979/1980.
 LG1149'NEW TANK COMPLETED EAST OF TOWN IN JULY 1978. OLD TANK WAS BETWEEN
 LG1149'CEDAR AND MAPLE STS. AND SOUTH OF W. 7TH ST. (ALSO HICKMAN RD.) THE
 LG1149'EAST-WEST DIRT ROAD IS NOW HICKMAN RD. AND THE NORTH-SOUTH DIRT ROAD
 LG1149'IS NOW MAPLE ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1394 ***********************************************************************
 LF1394  DESIGNATION -  HICKORY GROVE LUTHERAN CHURCH
 LF1394  PID         -  LF1394
 LF1394  STATE/COUNTY-  NE/RICHARDSON
 LF1394  USGS QUAD   -  BROCK (1966)
 LF1394
 LF1394                         *CURRENT SURVEY CONTROL
 LF1394  ___________________________________________________________________
 LF1394* NAD 83(1995)-  40 22 38.26093(N)    095 55 59.86892(W)     ADJUSTED  
 LF1394* NAVD 88     -                                                        
 LF1394  ___________________________________________________________________
 LF1394  LAPLACE CORR-          -7.10  (seconds)                    DEFLEC99
 LF1394  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LF1394
 LF1394  HORZ ORDER  -  THIRD
 LF1394
 LF1394.The horizontal coordinates were established by classical geodetic methods
 LF1394.and adjusted by the National Geodetic Survey in August 1997..
 LF1394
 LF1394
 LF1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1394
 LF1394.The geoid height was determined by GEOID03.
 LF1394
 LF1394;                    North         East     Units Scale Factor Converg.
 LF1394;SPC NE       -    68,516.475   845,173.750   MT  0.99985070   +2 41 42.0
 LF1394;UTM  15      - 4,473,766.000   250,980.467   MT  1.00036339   -1 54 04.4
 LF1394;UTM  14      - 4,474,150.566   760,346.641   MT  1.00043443   +1 59 16.0
 LF1394
 LF1394                          SUPERSEDED SURVEY CONTROL
 LF1394
 LF1394  NAD 83(1986)-  40 22 38.26791(N)    095 55 59.86415(W) AD(       ) 4
 LF1394  NAD 27      -  40 22 38.26700(N)    095 55 58.85900(W) AD(       ) 3
 LF1394
 LF1394.Superseded values are not recommended for survey control.
 LF1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1394.See file dsdata.txt to determine how the superseded data were derived.
 LF1394
 LF1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5098073766(NAD 83)
 LF1394_MARKER: 90 = CHURCH SPIRE
 LF1394
 LF1394  HISTORY     - Date     Condition        Report By
 LF1394  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1394
 LF1394                          STATION DESCRIPTION
 LF1394
 LF1394'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1390 ***********************************************************************
 LF1390  DESIGNATION -  HICKS
 LF1390  PID         -  LF1390
 LF1390  STATE/COUNTY-  NE/NEMAHA
 LF1390  USGS QUAD   -  HOWE (1966)
 LF1390
 LF1390                         *CURRENT SURVEY CONTROL
 LF1390  ___________________________________________________________________
 LF1390* NAD 83(1995)-  40 17 35.41343(N)    095 47 12.87199(W)     ADJUSTED  
 LF1390* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 LF1390  ___________________________________________________________________
 LF1390  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 LF1390  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LF1390
 LF1390  HORZ ORDER  -  FIRST
 LF1390
 LF1390.The horizontal coordinates were established by classical geodetic methods
 LF1390.and adjusted by the National Geodetic Survey in August 1997..
 LF1390
 LF1390.The orthometric height was scaled from a topographic map.
 LF1390
 LF1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1390
 LF1390.The geoid height was determined by GEOID03.
 LF1390
 LF1390;                    North         East     Units Scale Factor Converg.
 LF1390;SPC NE       -    59,782.511   858,044.168   MT  0.99988032   +2 47 31.2
 LF1390;UTM  15      - 4,464,024.405   263,115.312   MT  1.00029081   -1 48 11.3
 LF1390
 LF1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1390!SPC NE       -   0.99994992  x   0.99988032  =   0.99983025
 LF1390!UTM  15      -   0.99994992  x   1.00029081  =   1.00024072
 LF1390
 LF1390|---------------------------------------------------------------------|
 LF1390| PID    Reference Object                     Distance      Geod. Az  |
 LF1390|                                                           dddmmss.s |
 LF1390| CL7079 HICKS RM 1                           35.040 METERS 00801     |
 LF1390| LF1367 PERU MUNICIPAL TANK                 APPROX.20.7 KM 0122509.3 |
 LF1390| CL7080 HICKS RM 2                           38.731 METERS 08758     |
 LF1390| CL7078 HICKS AZ MK                                        1050003.9 |
 LF1390| LF1377 SHUBERT MUNICIPAL TANK              APPROX.10.7 KM 1241314.8 |
 LF1390| LF1388 AUBURN MUNICIPAL STANDPIPE          APPROX.11.2 KM 3310505.2 |
 LF1390| LF1389 AUBURN ST JOSEPHS CATH CHURCH       APPROX.10.9 KM 3334702.3 |
 LF1390|---------------------------------------------------------------------|
 LF1390
 LF1390                          SUPERSEDED SURVEY CONTROL
 LF1390
 LF1390  NAD 83(1986)-  40 17 35.42054(N)    095 47 12.86769(W) AD(       ) 1
 LF1390  NAD 27      -  40 17 35.41100(N)    095 47 11.89100(W) AD(       ) 1
 LF1390
 LF1390.Superseded values are not recommended for survey control.
 LF1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1390.See file dsdata.txt to determine how the superseded data were derived.
 LF1390
 LF1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6311564024(NAD 83)
 LF1390_MARKER: DS = TRIANGULATION STATION DISK
 LF1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1390_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LF1390
 LF1390  HISTORY     - Date     Condition        Report By
 LF1390  HISTORY     - 1934     MONUMENTED       CGS
 LF1390  HISTORY     - 1947     GOOD             CGS
 LF1390
 LF1390                          STATION DESCRIPTION
 LF1390
 LF1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1390'STATION IS LOCATED ABOUT 5 MILES EAST AND SOUTH OF HOWE, NEBR.,
 LF1390'AND IS 10 MILES SOUTH AND EAST OF AUBURN, NEBR., IN T. 4 N.,
 LF1390'14 W., SOUTHEAST QUARTER OF SEC. 24, ON LAND OWNED AND OCCUPIED
 LF1390'BY A.W. HICKS, WHO LIVES JUST EAST OF STATION.  MARK, NOTE 1B,
 LF1390'IS IN A CULTIVATED FIELD JUST WEST OF CORRALS WHICH ARE WEST OF
 LF1390'THE HICKS HOUSE, 15 FEET WEST OF NORTH-SOUTH CORRAL FENCE AND
 LF1390'GATE, 25 FEET NORTH OF EAST-WEST FENCE AND IS FLUSH WITH
 LF1390'GROUND.  UNDERGROUND MARK IS SET AS DESCRIBED.
 LF1390'
 LF1390'TO REACH FROM AUBURN, GO SOUTH ON U.S. HIGHWAY 75 TO JUNCTION
 LF1390'OF U.S. HIGHWAY 73, THENCE EAST ON HIGHWAY 73 FOR 2 MILES, THENCE
 LF1390'SOUTH 1 MILE, THENCE EAST 1 MILE, THENCE SOUTH 0.8 MILE, LEAVE
 LF1390'HIGHWAY 73 TURN RIGHT (WEST) AND GO 0.1 MILE TO WHITE HOUSE AND
 LF1390'CORRALS WHERE STATION IS LOCATED.
 LF1390'
 LF1390'REFERENCE MARK NO. 1 IS 35.040 METERS (114.95 FEET)
 LF1390'NORTH OF STATION, FLUSH WITH GROUND, ON WEST SIDE OF NORTH-SOUTH
 LF1390'CORRAL FENCE.
 LF1390'
 LF1390'REFERENCE MARK NO. 2 IS 38.710 METERS (127.00 FEET)
 LF1390'EAST OF STATION, SOUTH OF EAST-WEST BOARD FENCE BETWEEN TWO
 LF1390'CORRALS AND IS FLUSH WITH GROUND.
 LF1390'
 LF1390'AZIMUTH MARK IS EAST BY SOUTH OF STATION.  REACHED FROM
 LF1390'STATION BY GOING SOUTH ON U.S. HIGHWAY 73 FROM THE HICKS HOUSE
 LF1390'0.2 MILE, THENCE EAST ON DIRT ROAD 0.4 MILE TO MARK 32 FEET
 LF1390'NORTH OF CENTERLINE OF ROAD, 3 FEET SOUTH OF EAST-WEST FENCE
 LF1390'LINE, ABOUT 11 PACES WEST OF GATE WHICH IS ON SOUTH SIDE OF
 LF1390'ROAD.
 LF1390'
 LF1390'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LF1390
 LF1390                          STATION RECOVERY (1947)
 LF1390
 LF1390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1390'THE STATION WAS RECOVERED AS DESCRIBED, ALL MARKS ARE IN GOOD
 LF1390'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 LF1390'
 LF1390'THE STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHEAST OF AUBURN,
 LF1390'5.0 MILES SOUTHEAST OF HOWE, ON LAND OWNED BY MR. A.W. HICKS.  IT
 LF1390'IS 0.1 MILE WEST OF THE BARN, 20 FEET SOUTHWEST OF A T FENCE
 LF1390'CORNER THAT SEPARATES TWO CORRALS, 20 FEET NORTHWEST OF THE
 LF1390'NORTH POST OF A WOODEN GATE AND 15 FEET WEST OF THE NORTH AND
 LF1390'SOUTH CORRAL FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LF1390'DISK IS STAMPED HICKS 1934.
 LF1390'
 LF1390'REFERENCE MARK NO. 1 IS 114.95 FEET NORTH OF THE STATION AND
 LF1390'0.5 FEET WEST OF THE CORRAL FENCE.  THE MARK IS FLUSH WITH THE
 LF1390'GROUND AND THE DISK IS STAMPED HICKS NO1 1934.
 LF1390'
 LF1390'REFERENCE MARK NO.2 IS 127.07 FEET EAST OF THE STATION AND 8
 LF1390'FEET SOUTH OF AN EAST AND WEST FENCE BETWEEN TWO CORRALS.  THE
 LF1390'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HICKS NO2 1934.
 LF1390'
 LF1390'AZIMUTH MARK IS ABOUT 0.4 MILE EAST-SOUTHEAST OF THE STATION, 31
 LF1390'FEET NORTH OF THE CENTERLINE OF THE ROAD, 12 FEET WEST-SOUTHWEST
 LF1390'OF A FENCE CORNER AND 3 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS
 LF1390'8 INCHES AND THE DISK IS STAMPED HICKS AZI 1934.
 LF1390'
 LF1390'TO REACH FROM THE INTERSECTION OF US HIGHWAYS 73, 75 AND STATE
 LF1390'HIGHWAY 3 IN AUBURN, GO SOUTH ON US HIGHWAYS 73, 75 FOR 5.2
 LF1390'MILES, TURN LEFT (EAST) ON STATE HIGHWAY 54 FOR 2.0 MILES, TURN
 LF1390'RIGHT (SOUTH) 1.0 MILE, TURN LEFT (EAST) 1.0 MILE, TURN RIGHT
 LF1390'(SOUTH) FOR 0.8 MILE TO MR. A.W. HICKS HOME ON THE RIGHT, TURN
 LF1390'RIGHT ON DRIVEWAY TO HICKS HOUSE, PASS THROUGH BARN LOTS AND
 LF1390'CONTINUE ON WEST TO STATION AT WEST SIDE OF CORRALS.
 LF1390'
 LF1390'TO REACH THE AZIMUTH FROM HICKS HOUSE, GO SOUTH ON STATE
 LF1390'HIGHWAY 54 FOR 0.2 MILE, TURN LEFT FOR 0.4 MILE TO THE MARK ON
 LF1390'THE LEFT.
 LF1390'
 LF1390'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0392 ***********************************************************************
 NN0392  DESIGNATION -  HIGGINS
 NN0392  PID         -  NN0392
 NN0392  STATE/COUNTY-  NE/KEYA PAHA
 NN0392  USGS QUAD   -  MARIAVILLE (1950)
 NN0392
 NN0392                         *CURRENT SURVEY CONTROL
 NN0392  ___________________________________________________________________
 NN0392* NAD 83(1995)-  42 52 08.56407(N)    099 16 30.07822(W)     ADJUSTED  
 NN0392* NAVD 88     -       625.369  (meters)    2051.73   (feet)  ADJUSTED  
 NN0392  ___________________________________________________________________
 NN0392  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 NN0392  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 NN0392  DYNAMIC HT  -         625.138 (meters)    2050.97  (feet)  COMP
 NN0392  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 NN0392
 NN0392  HORZ ORDER  -  FIRST
 NN0392  VERT ORDER  -  SECOND    CLASS 0
 NN0392
 NN0392.The horizontal coordinates were established by classical geodetic methods
 NN0392.and adjusted by the National Geodetic Survey in August 1997..
 NN0392
 NN0392.The orthometric height was determined by differential leveling
 NN0392.and adjusted by the National Geodetic Survey in June 1991..
 NN0392
 NN0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0392
 NN0392.The geoid height was determined by GEOID03.
 NN0392
 NN0392.The dynamic height is computed by dividing the NAVD 88
 NN0392.geopotential number by the normal gravity value computed on the
 NN0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0392.degrees latitude (g = 980.6199 gals.).
 NN0392
 NN0392.The modeled gravity was interpolated from observed gravity values.
 NN0392
 NN0392;                    North         East     Units Scale Factor Converg.
 NN0392;SPC NE       -   337,322.106   559,236.720   MT  0.99994256   +0 28 49.6
 NN0392;SPC SD S     -    60,064.498   686,475.736   MT  0.99999174   +0 43 48.3
 NN0392;SPC SD S     -   197,061.61  2,252,212.48   sFT  0.99999174   +0 43 48.3
 NN0392;UTM  14      - 4,746,309.376   477,535.879   MT  0.99960621   -0 11 13.6
 NN0392
 NN0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0392!SPC NE       -   0.99990581  x   0.99994256  =   0.99984837
 NN0392!SPC SD S     -   0.99990581  x   0.99999174  =   0.99989755
 NN0392!UTM  14      -   0.99990581  x   0.99960621  =   0.99951205
 NN0392
 NN0392|---------------------------------------------------------------------|
 NN0392| PID    Reference Object                     Distance      Geod. Az  |
 NN0392|                                                           dddmmss.s |
 NN0392| NN0394 HIGGINS RM 1                         25.088 METERS 01919     |
 NN0392| NN0393 HIGGINS RM 2                         28.237 METERS 14903     |
 NN0392| NN0781 BASSETT MUNICIPAL TANK              APPROX.38.0 KM 2143110.2 |
 NN0392| NN0391 HIGGINS AZ MK                                      3552443.2 |
 NN0392|---------------------------------------------------------------------|
 NN0392
 NN0392                          SUPERSEDED SURVEY CONTROL
 NN0392
 NN0392  NAD 83(1986)-  42 52 08.57076(N)    099 16 30.08595(W) AD(       ) 1
 NN0392  NAD 27      -  42 52 08.56600(N)    099 16 28.71600(W) AD(       ) 1
 NN0392  NGVD 29 (??/??/92)  625.098  (m)         2050.84   (f) ADJ UNCH    2 0
 NN0392
 NN0392.Superseded values are not recommended for survey control.
 NN0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0392.See file dsdata.txt to determine how the superseded data were derived.
 NN0392
 NN0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7753646309(NAD 83)
 NN0392_MARKER: DB = BENCH MARK DISK
 NN0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0392_STAMPING: HIGGINS 1934
 NN0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0392+STABILITY: SURFACE MOTION
 NN0392
 NN0392  HISTORY     - Date     Condition        Report By
 NN0392  HISTORY     - 1934     MONUMENTED       CGS
 NN0392  HISTORY     - 1940     GOOD             CGS
 NN0392  HISTORY     - 1946     GOOD             NGS
 NN0392  HISTORY     - 1949     GOOD             CGS
 NN0392
 NN0392                          STATION DESCRIPTION
 NN0392
 NN0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0392'STATION IS LOCATED IN CENTER OF HILL, HIGHEST IN VICINITY, 100
 NN0392'YARDS SOUTH AND 200 YARDS EAST OF SEC. 1, T. 33 N., R. 17 W.,
 NN0392'IN KEYAPAHA COUNTY, 73 FEET SOUTH OF DIM FIELD-ROAD LEADING
 NN0392'ACROSS NORTH EDGE OF HILL.  MARK PROJECTS 8 INCHES ABOVE GROUND.
 NN0392'
 NN0392'TO REACH STATION FROM NEWPORT, NEBR., GO EAST (FROM FARMERS
 NN0392'STATE BANK) 0.2 MILE ON U.S. HIGHWAY 20, TURN LEFT (NORTH) AND
 NN0392'GO 20.5 MILES ON MAIN DIRT ROAD (MAKING TWO SLIGHT TURNS TO
 NN0392'WEST) TO INTERSECTION OF DIM EAST-WEST ROAD.  TURN RIGHT (EAST)
 NN0392'3.0 MILES TO DIRT ROAD RUNNING NORTH-AND-SOUTH, TURN RIGHT
 NN0392'(SOUTH) FOR 1.0 MILE FOLLOWING TELEPHONE LINE TO WHERE MAIN
 NN0392'ROAD TURNS LEFT.  KEEP GOING STRAIGHT AHEAD (SOUTH) TO GATE,
 NN0392'GO THROUGH GATE AND PROCEED TO LEFT FOR 150 YARDS TO TOP OF
 NN0392'HILL AND STATION.
 NN0392'
 NN0392'REFERENCE MARK NO. 1 IS NORTH OF STATION, IN SEC. 1, T. 33 N.,
 NN0392'R. 17 W., IN KEYAPAHA COUNTY.  MARK IS ON NORTHERN EDGE OF
 NN0392'MOST PROMINENT RISE IN VICINITY, 9 FEET NORTH OF DIM FIELD-ROAD
 NN0392'RUNNING ACROSS NORTH EDGE OF HILL.  MARK PROJECTS 1 INCH ABOVE
 NN0392'GROUND.
 NN0392'
 NN0392'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION ON SOUTHERN EDGE
 NN0392'OF SAME SLOPE AS REFERENCE MARK NO. 1.  MARK IS LOCATED IN SEC.
 NN0392'1, T. 33 N., R. 17 W., IN KEYAPAHA COUNTY.  MARK PROJECTS 8 INCHES
 NN0392'ABOVE GROUND.
 NN0392'
 NN0392'AZIMUTH MARK IS 1.05 MILES NORTH OF STATION IN FENCE CORNER ALONG
 NN0392'TELEPHONE LINE, 1 FOOT NORTH AND 1 FOOT EAST OF CORNER POST
 NN0392'53 FEET SOUTHEAST OF INTERSECTION OF EAST-WEST AND NORTH-SOUTH
 NN0392'DIRT ROADS.  MARK PROJECTS 7 INCHES ABOVE GROUND.  TO REACH
 NN0392'FROM STATION GO WEST DOWN SIDE OF HILL TO GATE, TURN RIGHT
 NN0392'(NORTH) AND GO 1.0 MILE TO AZIMUTH IN FENCE CORNER ON RIGHT
 NN0392'(EAST).
 NN0392'
 NN0392'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 NN0392
 NN0392                          STATION RECOVERY (1940)
 NN0392
 NN0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0392'STATION RECOVERED AS DESCRIBED.
 NN0392
 NN0392                          STATION RECOVERY (1946)
 NN0392
 NN0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 NN0392'8 MI SE FROM BROCKSBURG.
 NN0392'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0392'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0392'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD TO
 NN0392'SITE OF MARK, BENCH MARK IS ABOUT 185 YARDS SOUTHEAST OF THE
 NN0392'INTERSECTION OF TWO DIRT ROADS, ON TOP OF THE CENTER OF A SMALL
 NN0392'HILL AND 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 NN0392'DISK STAMPED HIGGINS 1934 SET IN THE TOP OF A CONCRETE POST
 NN0392'WHICH PROJECTS ABOUT 8 INCHES ABOVE GROUND.
 NN0392
 NN0392                          STATION RECOVERY (1949)
 NN0392
 NN0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0392'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NN0392'AND AZIMUTH MARK, RECOVERED AND FOUND IN GOOD
 NN0392'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0392'
 NN0392'THE STATION IS LOCATED ABOUT 21.0 MILES NORTH OF NEWPORT, 25-1/2
 NN0392'MILES WEST-SOUTHWEST OF BUTTE AND 5.0 MILES NORTH OF THE NIOBRARA
 NN0392'RIVER, ON THE HIGHEST POINT OF A PROMINENT SAND HILL.  IT IS
 NN0392'ABOUT 0.1 MILE SOUTH OF EAST-WEST SECTION LINE ROAD, 0.1 MILE
 NN0392'EAST OF NORTH-SOUTH SECTION LINE ROAD AND 1 FOOT SOUTHEAST
 NN0392'OF WITNESS POST.  IT IS STAMPED HIGGINS 1934 AND PROJECTS 1
 NN0392'FOOT.
 NN0392'
 NN0392'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, SET
 NN0392'NEAR THE NORTH SLOPE OF THE HILL AND ON APPROXIMATELY THE SAME
 NN0392'ELEVATION AS THE STATION.  IT IS STAMPED HIGGINS NO 1 1934
 NN0392'AND PROJECTS 1 FOOT.
 NN0392'
 NN0392'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, 1 FOOT SOUTHEAST
 NN0392'OF WITNESS POST AND ON ABOUT THE SAME ELEVATION AS THE STATION.
 NN0392'IT IS STAMPED HIGGINS NO 2 1934 AND PROJECTS 6 INCHES.
 NN0392'
 NN0392'THE AZIMUTH MARK IS ABOUT 1.0 MILE NORTH-NORTHWEST OF THE
 NN0392'STATION, SET IN THE SOUTHEAST ANGLE OF CROSSROAD, 35 FEET SOUTH
 NN0392'OF THE CENTER OF EAST-WEST ROAD, 35 FEET EAST OF THE CENTER OF
 NN0392'NORTH-SOUTH ROAD, 1 FOOT NORTHEAST OF FENCE CORNER AND 1 FOOT
 NN0392'SOUTH OF WITNESS POST.  IT IS STAMPED HIGGINS AZI 1934 AND
 NN0392'PROJECTS 6 INCHES.
 NN0392'
 NN0392'TO REACH THE STATION FROM THE CROSS STREETS JUST NORTH OF THE
 NN0392'POST OFFICE IN NEWPORT, GO EAST FOR 0.2 MILE TO JUNCTION WITH
 NN0392'GRAVEL ROAD, TURN LEFT AND FOLLOW MAIN ROAD NORTH, WEST AND
 NN0392'NORTH FOR 12.8 MILES TO CENTER OF BRIDGE OVER NIOBRARA RIVER,
 NN0392'CONTINUE NORTH, EAST AND NORTH ON MAIN ROAD FOR 7.3 MILES TO
 NN0392'CROSSROAD AND A LARGE MAIL BOX ON THE RIGHT, TURN RIGHT AND
 NN0392'GO EAST ON SECTION LINE ROAD FOR 3.0 MILES TO CROSSROAD AND
 NN0392'AZIMUTH MARK IN THE SOUTHEAST ANGLE AS DESCRIBED, TURN RIGHT
 NN0392'AND GO SOUTH FOR 0.9 MILE TO FORKS, CONTINUE STRAIGHT AHEAD
 NN0392'SOUTH FOR 0.1 MILE TO GATE, PASS THROUGH GATE AND TURN LEFT
 NN0392'AND GO EAST ACROSS PASTURE FOR 0.1 MILE TO THE HIGHEST
 NN0392'POINT AND STATION AS DESCRIBED.
 NN0392'
 NN0392'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 NN0392'
 NN0392'A 4 FOOT SIGNAL AT STATION BASIN 1940 IS VISIBLE AT 4 FEET
 NN0392'
 NN0392'A 74 FOOT SIGNAL AT STATION BEAVER IS VISIBLE AT 4 FEET
 NN0392'
 NN0392'A 74 FOOT SIGNAL AT STATION KIRKWOOD 1934 IS VISIBLE AT 4 FEET
 NN0392'
 NN0392'A 4 FOOT SIGNAL AT STATION LONE TREE IS VISIBLE AT 4 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0391 ***********************************************************************
 NN0391  DESIGNATION -  HIGGINS AZ MK
 NN0391  PID         -  NN0391
 NN0391  STATE/COUNTY-  NE/KEYA PAHA
 NN0391  USGS QUAD   -  JAMISON (1964)
 NN0391
 NN0391                         *CURRENT SURVEY CONTROL
 NN0391  ___________________________________________________________________
 NN0391* NAD 83(1986)-  42 53 01.     (N)    099 16 35.     (W)     SCALED    
 NN0391* NAVD 88     -       597.553  (meters)    1960.47   (feet)  ADJUSTED  
 NN0391  ___________________________________________________________________
 NN0391  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 NN0391  DYNAMIC HT  -         597.330 (meters)    1959.74  (feet)  COMP
 NN0391  MODELED GRAV-     980,229.5   (mgal)                       NAVD 88
 NN0391
 NN0391  VERT ORDER  -  SECOND    CLASS 0
 NN0391
 NN0391.The horizontal coordinates were scaled from a topographic map and have
 NN0391.an estimated accuracy of +/- 6 seconds.
 NN0391
 NN0391.The orthometric height was determined by differential leveling
 NN0391.and adjusted by the National Geodetic Survey in June 1991..
 NN0391
 NN0391.The geoid height was determined by GEOID03.
 NN0391
 NN0391.The dynamic height is computed by dividing the NAVD 88
 NN0391.geopotential number by the normal gravity value computed on the
 NN0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0391.degrees latitude (g = 980.6199 gals.).
 NN0391
 NN0391.The modeled gravity was interpolated from observed gravity values.
 NN0391
 NN0391;                    North         East    Units  Estimated Accuracy
 NN0391;SPC NE       -   338,940.      559,110.      MT  (+/- 180 meters Scaled)
 NN0391
 NN0391                          SUPERSEDED SURVEY CONTROL
 NN0391
 NN0391  NGVD 29 (??/??/92)  597.280  (m)         1959.58   (f) ADJ UNCH    2 0
 NN0391
 NN0391.Superseded values are not recommended for survey control.
 NN0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0391.See file dsdata.txt to determine how the superseded data were derived.
 NN0391
 NN0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN774479(NAD 83)
 NN0391_MARKER: DB = BENCH MARK DISK
 NN0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0391_STAMPING: HIGGINS AZI 1934
 NN0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0391+STABILITY: SURFACE MOTION
 NN0391
 NN0391  HISTORY     - Date     Condition        Report By
 NN0391  HISTORY     - 1934     MONUMENTED       CGS
 NN0391  HISTORY     - 1946     GOOD             NGS
 NN0391
 NN0391                          STATION DESCRIPTION
 NN0391
 NN0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0391'7 MI SE FROM BROCKSBURG.
 NN0391'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0391'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0391'DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF
 NN0391'TWO DIRT ROADS, 37.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 NN0391'CENTER LINE OF THE EAST-WEST ROAD, 29.0 FEET EAST OF THE CENTER
 NN0391'LINE OF THE NORTH-SOUTH ROAD, 1.0 FOOT NORTHEAST OF A FENCE
 NN0391'CORNER AND 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE
 NN0391'DISK STAMPED HIGGINS AZI 1934 SET IN THE TOP OF A CONCRETE POST
 NN0391'WHICH PROJECTS ABOUT 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0394 ***********************************************************************
 NN0394  DESIGNATION -  HIGGINS RM 1
 NN0394  PID         -  NN0394
 NN0394  STATE/COUNTY-  NE/KEYA PAHA
 NN0394  USGS QUAD   -  MARIAVILLE (1950)
 NN0394
 NN0394                         *CURRENT SURVEY CONTROL
 NN0394  ___________________________________________________________________
 NN0394* NAD 83(1986)-  42 52 08.     (N)    099 16 29.     (W)     SCALED    
 NN0394* NAVD 88     -       624.862  (meters)    2050.07   (feet)  ADJUSTED  
 NN0394  ___________________________________________________________________
 NN0394  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 NN0394  DYNAMIC HT  -         624.631 (meters)    2049.31  (feet)  COMP
 NN0394  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 NN0394
 NN0394  VERT ORDER  -  SECOND    CLASS 0
 NN0394
 NN0394.The horizontal coordinates were scaled from a topographic map and have
 NN0394.an estimated accuracy of +/- 6 seconds.
 NN0394
 NN0394.The orthometric height was determined by differential leveling
 NN0394.and adjusted by the National Geodetic Survey in June 1991..
 NN0394
 NN0394.The geoid height was determined by GEOID03.
 NN0394
 NN0394.The dynamic height is computed by dividing the NAVD 88
 NN0394.geopotential number by the normal gravity value computed on the
 NN0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0394.degrees latitude (g = 980.6199 gals.).
 NN0394
 NN0394.The modeled gravity was interpolated from observed gravity values.
 NN0394
 NN0394;                    North         East    Units  Estimated Accuracy
 NN0394;SPC NE       -   337,310.      559,260.      MT  (+/- 180 meters Scaled)
 NN0394
 NN0394                          SUPERSEDED SURVEY CONTROL
 NN0394
 NN0394  NGVD 29 (??/??/92)  624.592  (m)         2049.18   (f) ADJ UNCH    2 0
 NN0394
 NN0394.Superseded values are not recommended for survey control.
 NN0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0394.See file dsdata.txt to determine how the superseded data were derived.
 NN0394
 NN0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN775462(NAD 83)
 NN0394_MARKER: DB = BENCH MARK DISK
 NN0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0394_STAMPING: HIGGINS NO 1 1934
 NN0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0394+STABILITY: SURFACE MOTION
 NN0394
 NN0394  HISTORY     - Date     Condition        Report By
 NN0394  HISTORY     - 1934     MONUMENTED       CGS
 NN0394  HISTORY     - 1946     GOOD             NGS
 NN0394
 NN0394                          STATION DESCRIPTION
 NN0394
 NN0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0394'8 MI SE FROM BROCKSBURG.
 NN0394'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0394'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0394'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD TO SITE
 NN0394'OF MARK, BENCH MARK IS ABOUT 175 YARDS SOUTHEAST OF THE
 NN0394'INTERSECTION OF TWO DIRT ROADS, ON TOP OF THE HIGHEST POINT OF A
 NN0394'SMALL HILL AND IS 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A
 NN0394'BRONZE DISK STAMPED HIGGINS NO 1 1934 SET IN THE TOP OF A
 NN0394'CONCRETE POST WHICH PROJECTS ABOUT 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0393 ***********************************************************************
 NN0393  DESIGNATION -  HIGGINS RM 2
 NN0393  PID         -  NN0393
 NN0393  STATE/COUNTY-  NE/KEYA PAHA
 NN0393  USGS QUAD   -  MARIAVILLE (1950)
 NN0393
 NN0393                         *CURRENT SURVEY CONTROL
 NN0393  ___________________________________________________________________
 NN0393* NAD 83(1986)-  42 52 08.     (N)    099 16 29.     (W)     SCALED    
 NN0393* NAVD 88     -       624.635  (meters)    2049.32   (feet)  ADJUSTED  
 NN0393  ___________________________________________________________________
 NN0393  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 NN0393  DYNAMIC HT  -         624.404 (meters)    2048.57  (feet)  COMP
 NN0393  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 NN0393
 NN0393  VERT ORDER  -  SECOND    CLASS 0
 NN0393
 NN0393.The horizontal coordinates were scaled from a topographic map and have
 NN0393.an estimated accuracy of +/- 6 seconds.
 NN0393
 NN0393.The orthometric height was determined by differential leveling
 NN0393.and adjusted by the National Geodetic Survey in June 1991..
 NN0393
 NN0393.The geoid height was determined by GEOID03.
 NN0393
 NN0393.The dynamic height is computed by dividing the NAVD 88
 NN0393.geopotential number by the normal gravity value computed on the
 NN0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0393.degrees latitude (g = 980.6199 gals.).
 NN0393
 NN0393.The modeled gravity was interpolated from observed gravity values.
 NN0393
 NN0393;                    North         East    Units  Estimated Accuracy
 NN0393;SPC NE       -   337,310.      559,260.      MT  (+/- 180 meters Scaled)
 NN0393
 NN0393                          SUPERSEDED SURVEY CONTROL
 NN0393
 NN0393  NGVD 29 (??/??/92)  624.364  (m)         2048.43   (f) ADJ UNCH    2 0
 NN0393
 NN0393.Superseded values are not recommended for survey control.
 NN0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0393.See file dsdata.txt to determine how the superseded data were derived.
 NN0393
 NN0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN775462(NAD 83)
 NN0393_MARKER: DB = BENCH MARK DISK
 NN0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0393_STAMPING: HIGGINS NO 2 1934
 NN0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0393+STABILITY: SURFACE MOTION
 NN0393
 NN0393  HISTORY     - Date     Condition        Report By
 NN0393  HISTORY     - 1934     MONUMENTED       CGS
 NN0393  HISTORY     - 1946     GOOD             NGS
 NN0393
 NN0393                          STATION DESCRIPTION
 NN0393
 NN0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0393'8 MI SE FROM BROCKSBURG.
 NN0393'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0393'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0393'DIRT ROAD THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD TO SITE
 NN0393'OF MARK, BENCH MARK IS ABOUT 193 YARDS SOUTHEAST OF THE
 NN0393'INTERSECTION OF TWO DIRT ROADS, ON TOP OF THE SOUTH SLOPE OF A
 NN0393'SMALL HILL AND 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A
 NN0393'BRONZE DISK STAMPED HIGGINS NO 2 1934 SET IN THE TOP OF A
 NN0393'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0717 ***********************************************************************
 NP0717  DESIGNATION -  HIGH VIEW
 NP0717  PID         -  NP0717
 NP0717  STATE/COUNTY-  NE/BOX BUTTE
 NP0717  USGS QUAD   -  KILPATRICK LAKE NE (1983)
 NP0717
 NP0717                         *CURRENT SURVEY CONTROL
 NP0717  ___________________________________________________________________
 NP0717* NAD 83(1995)-  42 13 59.46415(N)    103 16 19.05533(W)     ADJUSTED  
 NP0717* NAVD 88     -      1355.72   (+/-2cm)    4447.9    (feet)  VERTCON   
 NP0717  ___________________________________________________________________
 NP0717  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 NP0717  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 NP0717
 NP0717  HORZ ORDER  -  FIRST
 NP0717  VERT ORDER  -  THIRD ? (See Below)
 NP0717
 NP0717.The horizontal coordinates were established by classical geodetic methods
 NP0717.and adjusted by the National Geodetic Survey in August 1997..
 NP0717
 NP0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0717.The vertical order pertains to the NGVD 29 superseded value.
 NP0717
 NP0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0717
 NP0717.The geoid height was determined by GEOID03.
 NP0717
 NP0717;                    North         East     Units Scale Factor Converg.
 NP0717;SPC NE       -   271,560.514   230,042.500   MT  0.99973914   -2 10 05.9
 NP0717;UTM  13      - 4,677,112.490   642,590.624   MT  0.99985017   +1 09 42.1
 NP0717
 NP0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0717!SPC NE       -   0.99979030  x   0.99973914  =   0.99952950
 NP0717!UTM  13      -   0.99979030  x   0.99985017  =   0.99964050
 NP0717
 NP0717|---------------------------------------------------------------------|
 NP0717| PID    Reference Object                     Distance      Geod. Az  |
 NP0717|                                                           dddmmss.s |
 NP0717| CQ3971 HIGH VIEW RM 1                       59.253 METERS 05504     |
 NP0717| NP0708 HEMINGFORD MUNICIPAL STANDPIPE      APPROX.18.9 KM 0581151.2 |
 NP0717| CQ3972 HIGH VIEW RM 2                       71.781 METERS 29954     |
 NP0717| CQ3970 HIGH VIEW AZ MK                                    3005148.6 |
 NP0717|---------------------------------------------------------------------|
 NP0717
 NP0717                          SUPERSEDED SURVEY CONTROL
 NP0717
 NP0717  NAD 83(1995)-  42 13 59.46412(N)    103 16 19.05557(W) AD(       ) 1
 NP0717  NAD 83(1986)-  42 13 59.46303(N)    103 16 19.05353(W) AD(       ) 1
 NP0717  NAD 27      -  42 13 59.60700(N)    103 16 17.31200(W) AD(       ) 1
 NP0717  NGVD 29 (07/19/86) 1355.05   (m)         4445.7    (f) LEVELING    3  
 NP0717
 NP0717.Superseded values are not recommended for survey control.
 NP0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0717.See file dsdata.txt to determine how the superseded data were derived.
 NP0717
 NP0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4259177112(NAD 83)
 NP0717_MARKER: DS = TRIANGULATION STATION DISK
 NP0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0717
 NP0717  HISTORY     - Date     Condition        Report By
 NP0717  HISTORY     - 1934     MONUMENTED       CGS
 NP0717  HISTORY     - 1946     GOOD             CGS
 NP0717  HISTORY     - 1967     GOOD             USAF
 NP0717
 NP0717                          STATION DESCRIPTION
 NP0717
 NP0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0717'STATION IS 6 MILES S OF AND 9-1/2 MILES W OF HEMINGFORD (VIA
 NP0717'ROAD).  IT IS LOCATED ON A HILL IN PASTURE LAND 250 YARDS
 NP0717'SSW OF FARM BUILDINGS OWNED BY IRA SMITH, ABOUT 1/2 MILE W
 NP0717'OF THE HIGH-VIEW FARM BUILDINGS, AND 150 YARDS S OF A GOOD
 NP0717'GRADED ROAD.  THE LAND ON WHICH THE STATION WAS PLACED IS
 NP0717'SCHOOL LAND.
 NP0717'
 NP0717'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0717'BRONZE DISKS SET IN CONCRETE.
 NP0717'
 NP0717'REFERENCE MARK NO. 1 IS NE AND NO. 2 IS NW OF STATION.
 NP0717'
 NP0717'AZIMUTH MARK IS NW OF STATION, 35.5 FEET S OF THE GRADED
 NP0717'ROAD MENTIONED ABOVE (CENTER LINE), AND 3 FEET S OF AN E-W
 NP0717'FENCE.
 NP0717'
 NP0717'THE STATION MAY BE REACHED FROM HEMINGFORD BY DRIVING ON GOOD
 NP0717'GRADED ROADS TO THE HIGH-VIEW FARM, OWNED BY MR. RANSWELL,
 NP0717'WHICH IS 6 MILES S AND 9 MILES W OF HEMINGFORD.  THERE IS A VERY
 NP0717'LARGE, RED BARN, WITH THE WORD HIGH-VIEW PAINTED ON THE W END,
 NP0717'AND A WINDMILL 10 YARDS W OF THE BARN.  FROM THE HIGH-VIEW
 NP0717'RED BARN, DRIVE W ABOUT 1/2 MILE TO THE WHITE HOUSE, WITH
 NP0717'WHITE WINDMILL N OF THE ROAD, OWNED BY IRA SMITH.  DRIVE BACK
 NP0717'W FROM THIS FARM 0.1 MILE AND GO THROUGH GATE ON S SIDE OF
 NP0717'ROAD.  DRIVE 1/4 MILE SW TO TOP OF HILL AND STATION.
 NP0717'
 NP0717'A 20-FOOT STAND WILL CLEAR ALL LINES.
 NP0717
 NP0717                          STATION RECOVERY (1946)
 NP0717
 NP0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0717'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED AND ALL MARKS
 NP0717'WERE FOUND IN GOOD CONDITION.
 NP0717'
 NP0717'A COMPLETE NEW DESCRIPTION FOLLOWS.
 NP0717'
 NP0717'LOCATED ON A GRASSY HILL ABOUT 16 MILES NORTHWEST OF ALLIANCE
 NP0717'AND ABOUT 8 MILES SOUTHWEST OF HEMINGFORD, 0.5 MILE WEST OF
 NP0717'THE HIGH-VIEW FARM BUILDINGS, AND 150 YARDS SOUTH OF A GRAVELED
 NP0717'ROAD.  IT PROJECTS ABOUT
 NP0717'18 INCHES.  IT IS STAMPED HIGH VIEW 1934.
 NP0717'
 NP0717'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN THE STATION.
 NP0717'IT PROJECTS 10 INCHES AND IS STAMPED
 NP0717'HIGH VIEW NO 1 1934.
 NP0717'
 NP0717'REFERENCE MARK NO. 2 IS ABOUT 10 FEET LOWER THAN THE STATION.
 NP0717'IT PROJECTS 10 INCHES AND IS STAMPED
 NP0717'HIGH VIEW NO 2 1934.
 NP0717'
 NP0717'AZIMUTH MARK IS 0.3 MILE WEST-NORTHWEST OF THE STATION, 33 FEET
 NP0717'SOUTH OF THE CENTER OF A GRAVELED ROAD AND ON THE CREST OF A
 NP0717'SMALL RIDGE.  IT PROJECTS 1 INCH
 NP0717'AND IS STAMPED HIGH VIEW AZIMUTH 1934.
 NP0717'
 NP0717'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 19 AND NO. 2
 NP0717'WHICH IS 1.5 MILES WEST OF THE BUSINESS DISTRICT OF ALLIANCE,
 NP0717'GO NORTHWEST ON HIGHWAY NO. 2 FOR 9.65 MILES TO THE VILLAGE OF
 NP0717'BEREA AND A SCHOOLHOUSE ON THE LEFT.  CONTINUE ON HIGHWAY
 NP0717'FOR 0.25 MILE TO A CROSSROAD, TURN LEFT, WEST, ONTO A GRAVELED
 NP0717'ROAD AND GO 4.75 MILES TO A CROSSROAD, TWO HOUSES ON THE
 NP0717'LEFT.  TURN RIGHT AND GO 1.0 MILE TO CROSSROAD.  TURN LEFT,
 NP0717'WEST, AND CONTINUE STRAIGHT AHEAD FOR 10.35 MILES TO A FARM
 NP0717'HOUSE ON THE RIGHT AND MAILBOX ON THE LEFT.  CONTINUE
 NP0717'WEST, STRAIGHT AHEAD, FOR 0.05 MILE TO A TRACK ROAD LEFT,
 NP0717'TURN LEFT ON TRACK ROAD AND GO SOUTH UP HILL FOR 0.15 MILE
 NP0717'TO THE SUMMIT AND THE STATION AS DESCRIBED.
 NP0717'
 NP0717'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON TRACK
 NP0717'ROAD FOR 0.15 MILE TO MAIN ROAD, TURN LEFT AND GO 0.2 MILE TO
 NP0717'THE SUMMIT OF A SMALL RIDGE AND THE AZIMUTH MARK ON THE LEFT
 NP0717'AS DESCRIBED.
 NP0717
 NP0717                          STATION RECOVERY (1967)
 NP0717
 NP0717'RECOVERY NOTE BY US AIR FORCE 1967
 NP0717'STATION, R.M. NO. 1, R.M. NO. 2 AND AZIMUTH MARK RECOVERED IN
 NP0717'GOOD CONDITION
 NP0717'
 NP0717'THE 1946 ROUTE DESCRIPTION IS ADEQUATE EXCEPT THAT STATE HWY
 NP0717'19 IS NOW U.S. HWY 385 AND THE TO REACH PORTION SHOULD READ--TO
 NP0717'REACH FROM THE JUNCTION OF U.S. HWY 385 AND STATE HWY 2 WHICH
 NP0717'IS 1.5 MILES WEST OF THE BUSINESS DISTRICT OF ALLIANCE.
 NP0717'
 NP0717'THE FOLLOWING ROUTE IS FROM THE MSC-39 SITE JUST EAST OF
 NP0717'HEMINGFORD.
 NP0717'
 NP0717'TO REACH THE STATION FROM THE SITE, GO SOUTH 0.15 MILES TO
 NP0717'STATE HWY 87, TURN RIGHT, WEST, ON HWY 87 FOR 1.9 MILES TO THE
 NP0717'JUNCTION OF HWYS 87 AND 2.  CONTINUE WEST ON HWYS 87 AND 2
 NP0717'FOR 12.25 MILES TO CROSSROADS WHERE HWY 2 TURNS NORTH.  THERE
 NP0717'IS A SCHOOLHOUSE IN THE SW CORNER OF THE CROSSROADS.  HERE
 NP0717'TURN LEFT, SOUTH, ON GRAVEL ROAD FOR 6.25 MILES TO A CROSSROAD,
 NP0717'TURN LEFT, EAST, AND GO 1.55 MILES TO A GATE ON THE RIGHT,
 NP0717'IN THE NW CORNER OF A PASTURE.  TURN RIGHT THROUGH THE GATE
 NP0717'AND THEN LEFT ALONG THE SOUTH SIDE OF THE FENCE FOR 0.35
 NP0717'MILES AND THEN RIGHT, SOUTH, FOR 0.15 MILES TO THE HIGHEST
 NP0717'POINT IN THE AREA AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0790 ***********************************************************************
 NN0790  DESIGNATION -  HIGHLAND
 NN0790  PID         -  NN0790
 NN0790  STATE/COUNTY-  NE/BROWN
 NN0790  USGS QUAD   -  DUTCH CREEK (1949)
 NN0790
 NN0790                         *CURRENT SURVEY CONTROL
 NN0790  ___________________________________________________________________
 NN0790* NAD 83(1995)-  42 40 41.75138(N)    099 52 06.78089(W)     ADJUSTED  
 NN0790* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 NN0790  ___________________________________________________________________
 NN0790  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 NN0790  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 NN0790
 NN0790  HORZ ORDER  -  SECOND
 NN0790
 NN0790.The horizontal coordinates were established by classical geodetic methods
 NN0790.and adjusted by the National Geodetic Survey in August 1997..
 NN0790
 NN0790.The orthometric height was scaled from a topographic map.
 NN0790
 NN0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0790
 NN0790.The geoid height was determined by GEOID03.
 NN0790
 NN0790;                    North         East     Units Scale Factor Converg.
 NN0790;SPC NE       -   315,890.383   510,772.873   MT  0.99986841   +0 05 13.6
 NN0790;UTM  14      - 4,725,453.248   428,837.425   MT  0.99966230   -0 35 19.7
 NN0790
 NN0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0790!SPC NE       -   0.99988405  x   0.99986841  =   0.99975248
 NN0790!UTM  14      -   0.99988405  x   0.99966230  =   0.99954639
 NN0790
 NN0790|---------------------------------------------------------------------|
 NN0790| PID    Reference Object                     Distance      Geod. Az  |
 NN0790|                                                           dddmmss.s |
 NN0790| CO3684 HIGHLAND RM 1                        18.512 METERS 16730     |
 NN0790| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.14.3 KM 1791409.1 |
 NN0790| CO3683 HIGHLAND AZ MK                                     2095711.5 |
 NN0790| CO3685 HIGHLAND RM 2                        17.756 METERS 32646     |
 NN0790|---------------------------------------------------------------------|
 NN0790
 NN0790                          SUPERSEDED SURVEY CONTROL
 NN0790
 NN0790  NAD 83(1986)-  42 40 41.75832(N)    099 52 06.79326(W) AD(       ) 2
 NN0790  NAD 27      -  42 40 41.75800(N)    099 52 05.36100(W) AD(       ) 2
 NN0790
 NN0790.Superseded values are not recommended for survey control.
 NN0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0790.See file dsdata.txt to determine how the superseded data were derived.
 NN0790
 NN0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2883725453(NAD 83)
 NN0790_MARKER: DS = TRIANGULATION STATION DISK
 NN0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0790
 NN0790  HISTORY     - Date     Condition        Report By
 NN0790  HISTORY     - 1949     MONUMENTED       CGS
 NN0790  HISTORY     - 1967     GOOD             USAF
 NN0790
 NN0790                          STATION DESCRIPTION
 NN0790
 NN0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0790'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH OF AINSWORTH, 3/4
 NN0790'MILES WEST OF STATE ROUTE NO 7 AND 0.6 MILE NORTHEAST OF THE
 NN0790'HIGHLAND GROVE SCHOOL HOUSE, ON THE HIGH POINT OF A SAND HILL
 NN0790'IN A PASTURE AND ON LAND OWNED BY MRS. IDA MEYERS OF AINSWORTH.
 NN0790'IT IS STAMPED HIGHLAND 1949 AND SET FLUSH WITH THE GROUND
 NN0790'SURFACE.
 NN0790'
 NN0790'REFERENCE MARK NO 1 IS SOUTH-SOUTHEAST OF THE STATION, SET
 NN0790'ON THE SOUTH SLOPE OF THE HILL AND ABOUT 3 FEET LOWER IN ELEVATION
 NN0790'THAN STATION MARK.  IT IS STAMPED HIGHLAND NO 1 1949 AND SET FLUSH
 NN0790'WITH THE GROUND SURFACE.
 NN0790'
 NN0790'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET
 NN0790'ON THE NORTH SLOPE OF THE HILL AND ABOUT 3 FEET LOWER IN
 NN0790'ELEVATION THAN STATION MARK.  IT IS STAMPED HIGHLAND NO
 NN0790'2 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0790'
 NN0790'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTHWEST OF THE STATION,
 NN0790'150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HIGHLAND
 NN0790'GROVE SCHOOL HOUSE, 40 FEET WEST OF THE CENTER OF NORTH-SOUTH
 NN0790'ROAD, 10 FEET SOUTH OF FENCE CORNER, 1 FOOT EAST OF FENCE
 NN0790'LINE AND 1-1/2 FEET NORTH OF WITNESS POST.  IT IS STAMPED
 NN0790'HIGHLAND 1949 AND PROJECTS 4 INCHES.
 NN0790'
 NN0790'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NN0790'AND STATE ROUTE NO 7 IN THE NORTHEAST EDGE OF AINSWORTH, GO
 NN0790'NORTH ON STATE ROUTE NO 7 FOR 8.0 MILES TO CROSSROAD, TURN
 NN0790'LEFT AND GO WEST 1.0 MILE TO CROSSROAD AND SMALL CHURCH HOUSE
 NN0790'IN THE NORTHEAST ANGLE, TURN RIGHT AND GO NORTH FOR 0.3 MILE
 NN0790'TO THE HIGHLAND GROVE SCHOOL HOUSE ON THE LEFT AND AZIMUTH
 NN0790'MARK JUST SOUTHEAST AS DESCRIBED, CONTINUE NORTH FOR 0.1 MILE
 NN0790'TO TRACK ROAD RIGHT INTO FIELD, TURN RIGHT AND GO EAST ACROSS
 NN0790'FIELD FOR 0.2 MILE TO OLD BUILDING SITE, TURN LEFT AND GO
 NN0790'NORTH ACROSS FIELD FOR 0.3 MILE TO THE HIGHEST POINT AND
 NN0790'STATION AS DESCRIBED.
 NN0790'
 NN0790'A 4 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 37 FEET
 NN0790'
 NN0790'AN 87 FOOT SIGNAL AT STATION AINSWORTH IS VISIBLE AT 4 FEET
 NN0790'
 NN0790'A 74 FOOT SIGNAL AT STATION AINSPORT IS VISIBLE AT 37 FEET
 NN0790'
 NN0790'A 4 FOOT SIGNAL AT STATION NIOBRARA USGS IS VISIBLE AT 4 FEET
 NN0790'
 NN0790'A 4 FOOT SIGNAL AT STATION TURKEY IS VISIBLE AT 4 FEET
 NN0790'
 NN0790'A 4 FOOT SIGNAL AT STATION PLUM IS VISIBLE AT 4 FEET
 NN0790'
 NN0790'A 74 FOOT SIGNAL AT STATION PAT IS VISIBLE AT 4 FEET
 NN0790'
 NN0790'A 4 FOOT SIGNAL AT STATION MEADVILLE IS VISIBLE AT 4 FEET
 NN0790'
 NN0790'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0790
 NN0790                          STATION RECOVERY (1967)
 NN0790
 NN0790'RECOVERY NOTE BY US AIR FORCE 1967
 NN0790'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 NN0790'IN GOOD CONDITION.
 NN0790'
 NN0790'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 NN0790'
 NN0790'TO REACH THE STATION FROM THE U.S. POST OFFICE IN AINSWORTH,
 NN0790'NEBRASKA, GO NORTH ON MAIN STREET TO ITS INTERSECTION WITH
 NN0790'U.S. HIGHWAY 20.  THENCE, EAST ON HIGHWAY 20 FOR 7 BLOCKS TO
 NN0790'THE NEBRASKA STATE DEPARTMENT OF ROADS OFFICE.  THENCE LEFT
 NN0790'(NORTH) ON OLD STATE ROUTE 7 FOR 8.0 MILES TO A CROSSROADS.
 NN0790'TURN LEFT (WEST) FOR 1.0 MILE TO A CROSSROAD AND SMALL CHURCH
 NN0790'IN THE NORTHWEST CORNER.  TURN RIGHT (NORTH) FOR 0.5 MILE TO
 NN0790'THE HIGHLAND GROVE SCHOOLHOUSE ON THE LEFT, AND THE AZIMUTH
 NN0790'MARK JUST SOUTHEAST AS DESCRIBED.  CONTINUE NORTH FOR 0.55
 NN0790'MILE TO A DIRT ROAD GOING WEST AND A FIELD ROAD TO THE
 NN0790'RIGHT.  TURN RIGHT (EAST) ON THE FIELD ROAD FOR 0.4 MILE TO A
 NN0790'NORTH-SOUTH RIDGELINE.  TURN RIGHT (SOUTH), FOLLOWING RIDGELINE,
 NN0790'FOR 0.2 MILE TO THE HIGHEST HILL IN THE AREA AND THE
 NN0790'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1344 ***********************************************************************
 LH1344  DESIGNATION -  HILDRETH MUNICIPAL TANK
 LH1344  PID         -  LH1344
 LH1344  STATE/COUNTY-  NE/FRANKLIN
 LH1344  USGS QUAD   -  HILDRETH (1970)
 LH1344
 LH1344                         *CURRENT SURVEY CONTROL
 LH1344  ___________________________________________________________________
 LH1344* NAD 83(1995)-  40 20 25.96512(N)    099 02 41.31087(W)     ADJUSTED  
 LH1344* NAVD 88     -                                                        
 LH1344  ___________________________________________________________________
 LH1344  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 LH1344  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 LH1344
 LH1344  HORZ ORDER  -  THIRD
 LH1344
 LH1344.The horizontal coordinates were established by classical geodetic methods
 LH1344.and adjusted by the National Geodetic Survey in August 1997..
 LH1344
 LH1344
 LH1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1344
 LH1344.The geoid height was determined by GEOID03.
 LH1344
 LH1344;                    North         East     Units Scale Factor Converg.
 LH1344;SPC NE       -    56,765.302   581,148.096   MT  0.99986338   +0 37 58.8
 LH1344;UTM  14      - 4,465,556.557   496,194.222   MT  0.99960018   -0 01 44.4
 LH1344
 LH1344                          SUPERSEDED SURVEY CONTROL
 LH1344
 LH1344  NAD 83(1986)-  40 20 25.97035(N)    099 02 41.31126(W) AD(       ) 4
 LH1344  NAD 27      -  40 20 25.92600(N)    099 02 40.00300(W) AD(       ) 3
 LH1344
 LH1344.Superseded values are not recommended for survey control.
 LH1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1344.See file dsdata.txt to determine how the superseded data were derived.
 LH1344
 LH1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9619465557(NAD 83)
 LH1344_MARKER: 53 = ELEVATED TANK
 LH1344
 LH1344  HISTORY     - Date     Condition        Report By
 LH1344  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1344
 LH1344                          STATION DESCRIPTION
 LH1344
 LH1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1344'THE STATION IS LOCATED AT THE EXTREME NORTHWEST EDGE OF HILDRETH,
 LH1344'ABOUT 200 YARDS NORTHWEST OF THE DEPOT AND 50 FEET NORTHWEST
 LH1344'OF THE HILDRETH, FARMERS CO-OP ELEVATOR.  IT IS A 4 LEGGED
 LH1344'STEEL STRUCTURE SUPPORTING THE TANK PROPER AND HAS AN OVERALL
 LH1344'HEIGHT OF ABOUT 100 FEET.  THE TANK IS SILVER IN COLOR AND HAS
 LH1344'THE BLACK LETTERING HILDRETH ON THE NORTH AND SOUTH SIDES.
 LH1344'
 LH1344'THE APEX OF THE CONICAL SHAPED ROOF WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0589 ***********************************************************************
 NP0589  DESIGNATION -  HINCH
 NP0589  PID         -  NP0589
 NP0589  STATE/COUNTY-  NE/SHERIDAN
 NP0589  USGS QUAD   -  BOVEE VALLEY WEST (1969)
 NP0589
 NP0589                         *CURRENT SURVEY CONTROL
 NP0589  ___________________________________________________________________
 NP0589* NAD 83(1995)-  42 31 51.64487(N)    102 13 44.49005(W)     ADJUSTED  
 NP0589* NAVD 88     -      1205.     (meters)    3953.     (feet)  SCALED    
 NP0589  ___________________________________________________________________
 NP0589  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 NP0589  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 NP0589
 NP0589  HORZ ORDER  -  SECOND
 NP0589
 NP0589.The horizontal coordinates were established by classical geodetic methods
 NP0589.and adjusted by the National Geodetic Survey in August 1997..
 NP0589
 NP0589.The orthometric height was scaled from a topographic map.
 NP0589
 NP0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0589
 NP0589.The geoid height was determined by GEOID03.
 NP0589
 NP0589;                    North         East     Units Scale Factor Converg.
 NP0589;SPC NE       -   301,887.447   316,920.369   MT  0.99981888   -1 28 37.8
 NP0589;UTM  13      - 4,712,458.212   727,575.533   MT  1.00023725   +1 52 26.2
 NP0589
 NP0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0589!SPC NE       -   0.99981400  x   0.99981888  =   0.99963292
 NP0589!UTM  13      -   0.99981400  x   1.00023725  =   1.00005121
 NP0589
 NP0589:                Primary Azimuth Mark                     Grid Az
 NP0589:SPC NE       -  GORDON SOUTH BASE                        008 06 59.9
 NP0589:UTM  13      -  GORDON SOUTH BASE                        004 45 55.9
 NP0589
 NP0589|---------------------------------------------------------------------|
 NP0589| PID    Reference Object                     Distance      Geod. Az  |
 NP0589|                                                           dddmmss.s |
 NP0589| NP0593 GORDON SOUTH BASE                   APPROX.17.2 KM 0063822.1 |
 NP0589| CQ3982 HINCH AZ MK                                        1214152.5 |
 NP0589| CQ3983 HINCH RM 1                           18.502 METERS 19635     |
 NP0589| CQ3984 HINCH RM 2                           21.171 METERS 25959     |
 NP0589|---------------------------------------------------------------------|
 NP0589
 NP0589                          SUPERSEDED SURVEY CONTROL
 NP0589
 NP0589  NAD 83(1986)-  42 31 51.63665(N)    102 13 44.49146(W) AD(       ) 2
 NP0589  NAD 27      -  42 31 51.64600(N)    102 13 42.81200(W) AD(       ) 2
 NP0589
 NP0589.Superseded values are not recommended for survey control.
 NP0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0589.See file dsdata.txt to determine how the superseded data were derived.
 NP0589
 NP0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2757612458(NAD 83)
 NP0589_MARKER: DS = TRIANGULATION STATION DISK
 NP0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0589
 NP0589  HISTORY     - Date     Condition        Report By
 NP0589  HISTORY     - 1946     MONUMENTED       CGS
 NP0589  HISTORY     - 1968     SEE DESCRIPTION  CGS
 NP0589
 NP0589                          STATION DESCRIPTION
 NP0589
 NP0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0589'LOCATED ABOUT 19-1/2 MILES SOUTH OF GORDON, 1 MILE WEST OF
 NP0589'STATE HIGHWAY NO. 27 AND 10 FEET WEST OF THE SHARP EAST SLOPE
 NP0589'OF A PROMINENT SAND HILL.  IT IS STAMPED HINCH 1946 AND PROJECTS
 NP0589'6 INCHES.
 NP0589'
 NP0589'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL AND
 NP0589'ABOUT 8 FEET LOWER THAN THE STATION.  IT IS STAMPED HINCH
 NP0589'NO 1 1946 AND PROJECTS 6 INCHES.
 NP0589'
 NP0589'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL AND
 NP0589'ABOUT 7 FEET LOWER THAN THE STATION.  IT IS STAMPED HINCH
 NP0589'NO 2 1946 AND PROJECTS 6 INCHES.
 NP0589'
 NP0589'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF AN EAST-WEST SAND ROAD,
 NP0589'0.1 MILE NORTH OF AN EAST-WEST SAND ROAD, 100 FEET WEST OF
 NP0589'THE CENTER-LINE OF STATE HIGHWAY NO. 27 AND 3 FEET EAST OF
 NP0589'A WIRE FENCE.  IT IS A STANDARD USGS BM DISK STAMPED C 39 1946
 NP0589'SET IN A 5-INCH BY 5-INCH CONCRETE POST THAT PROJECTS 3 INCHES.
 NP0589'
 NP0589'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0589'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO
 NP0589'SOUTH ON NO. 27 FOR 11.5 MILES TO THE BRIDGE OVER THE NIOBRARA
 NP0589'RIVER.  CONTINUE SOUTH ON NO. 27 FOR 8.55 MILES TO A SAND SIDE
 NP0589'ROAD ON THE LEFT.  CONTINUE SOUTH ON NO. 27 FOR 0.15 MILE TO
 NP0589'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON NO. 27 FOR
 NP0589'0.1 MILE TO A SAND SIDE ROAD ON THE RIGHT.  THEN RIGHT (WEST)
 NP0589'THROUGH A CATTLE GUARD FOR 1.0 MILE TO A WINDMILL ON THE
 NP0589'RIGHT.  CONTINUE NORTHWESTERLY ON THE MAIN TRAVELED ROAD FOR
 NP0589'0.3 MILE.  THEN LEAVE THE ROAD, TURN RIGHT (NORTH) FOR 0.6
 NP0589'MILE TO THE HIGHEST POINT AND THE STATION.
 NP0589
 NP0589                          STATION RECOVERY (1968)
 NP0589
 NP0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0589'THE STATION MARK, WAS REPORTED BY THE USGS TO BE BLOWN OUT
 NP0589'OF THE GROUND AND THE AZIMUTH MARK WAS NOT FOUND, BUT REFERENCE
 NP0589'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE REPORTED FOUND IN
 NP0589'GOOD CONDITION.
 NP0589'
 NP0589'THE AZIMUTH MARK (USGS BM C-39 1946) WAS FOUND DESTROYED AND
 NP0589'THE DISK WAS RECOVERED.
 NP0589'
 NP0589'THE STATION WAS NOT REPAIRED AT THIS TIME BECAUSE A 4-WHEEL
 NP0589'DRIVE VEHICLE IS NEEDED TO DRIVE TO THE STATION.
 NP0589'
 NP0589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 19-1/2
 NP0589'MILES SOUTH OF GORDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0453 ***********************************************************************
 NO0453  DESIGNATION -  HINTON
 NO0453  PID         -  NO0453
 NO0453  STATE/COUNTY-  NE/CHERRY
 NO0453  USGS QUAD   -  SPRING CANYON (1985)
 NO0453
 NO0453                         *CURRENT SURVEY CONTROL
 NO0453  ___________________________________________________________________
 NO0453* NAD 83(1995)-  42 50 09.98633(N)    101 12 26.05860(W)     ADJUSTED  
 NO0453* NAVD 88     -       994.     (meters)    3261.     (feet)  SCALED    
 NO0453  ___________________________________________________________________
 NO0453  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 NO0453  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 NO0453
 NO0453  HORZ ORDER  -  SECOND
 NO0453
 NO0453.The horizontal coordinates were established by classical geodetic methods
 NO0453.and adjusted by the National Geodetic Survey in August 1997..
 NO0453
 NO0453.The orthometric height was scaled from a topographic map.
 NO0453
 NO0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0453
 NO0453.The geoid height was determined by GEOID03.
 NO0453
 NO0453;                    North         East     Units Scale Factor Converg.
 NO0453;SPC NE       -   334,103.904   401,309.592   MT  0.99992896   -0 48 00.1
 NO0453;UTM  14      - 4,744,978.070   319,610.756   MT  1.00000034   -1 30 04.0
 NO0453
 NO0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0453!SPC NE       -   0.99984726  x   0.99992896  =   0.99977623
 NO0453!UTM  14      -   0.99984726  x   1.00000034  =   0.99984760
 NO0453
 NO0453|---------------------------------------------------------------------|
 NO0453| PID    Reference Object                     Distance      Geod. Az  |
 NO0453|                                                           dddmmss.s |
 NO0453| CQ3986 HINTON RM 1                          87.712 METERS 17511     |
 NO0453| CQ3987 HINTON RM 2                          11.136 METERS 27308     |
 NO0453| CQ3985 HINTON AZ MK                                       3094906.7 |
 NO0453|---------------------------------------------------------------------|
 NO0453
 NO0453                          SUPERSEDED SURVEY CONTROL
 NO0453
 NO0453  NAD 83(1986)-  42 50 09.98306(N)    101 12 26.06709(W) AD(       ) 2
 NO0453  NAD 27      -  42 50 09.95100(N)    101 12 24.51300(W) AD(       ) 2
 NO0453
 NO0453.Superseded values are not recommended for survey control.
 NO0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0453.See file dsdata.txt to determine how the superseded data were derived.
 NO0453
 NO0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1961144978(NAD 83)
 NO0453_MARKER: DD = SURVEY DISK
 NO0453_SETTING: 0 = UNSPECIFIED SETTING
 NO0453
 NO0453  HISTORY     - Date     Condition        Report By
 NO0453  HISTORY     - 1948     MONUMENTED       USGS
 NO0453  HISTORY     - 1949     GOOD             USGS
 NO0453  HISTORY     - 1983     GOOD             USGS
 NO0453
 NO0453                          STATION DESCRIPTION
 NO0453
 NO0453'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NO0453'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH OF NENZEL AND 5.5
 NO0453'MILES WEST OF CODY.  IT IS ON THE HIGHEST POINT OF NORTH-SOUTH
 NO0453'RIDGE, JUST EAST OF TWO LARGE SAND BLOW-OUTS AND 5 FEET
 NO0453'SOUTHWEST OF WITNESS POST.  IT IS STAMPED HINTON 1948 AND
 NO0453'PROJECTS 6 INCHES.  IT IS A STANDARD USGS BENCH MARK DISK SET
 NO0453'IN THE TOP OF 10 INCH CONCRETE POST.
 NO0453'
 NO0453'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, NEAR THE CENTER
 NO0453'OF THE SAME RIDGE AS THE STATION.  IT IS A USGS REFERENCE MARK,
 NO0453'STAMPED HINTON NO 1, SET IN A 10 INCH SQUARE CONCRETE POST
 NO0453'PROJECTING 6 INCHES.
 NO0453'
 NO0453'REFERENCE MARK NO. 2 IS WEST OF THE STATION, ON THE SAME HILL
 NO0453'AS THE STATION AND ON THE SAME ELEVATION AS THE STATION.  IT
 NO0453'IS A STANDARD REFERENCE DISK CEMENTED IN THE TOP OF A 4 INCH
 NO0453'IRON PIPE PROJECTING 5 INCHES.  IT IS STAMPED HINTON NO 2 1949.
 NO0453'
 NO0453'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 0.4 MILE WEST
 NO0453'OF SCHOOL HOUSE, 7 FEET EAST OF FENCE CORNER AND 1 FOOT SOUTH
 NO0453'OF EAST-WEST FENCE LINE.  IT IS STAMPED HINTON 1949 AND PROJECTS
 NO0453'2 INCHES.
 NO0453'
 NO0453'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 NO0453'AND U.S. HIGHWAY 20 IN CODY, GO EAST ON U.S. HIGHWAY 20 FOR
 NO0453'0.25 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO SOUTH ON TRACK
 NO0453'ROAD FOR 0.05 MILE TO FORKS, TAKE RIGHT FORK AND FOLLOW MAIN
 NO0453'TRAVELED ROAD SOUTH AND EAST FOR 4.8 MILES TO A T-ROAD RIGHT,
 NO0453'TURN RIGHT ON MAIN TRAVELED ROAD AND GO SOUTH AND SOUTHEAST
 NO0453'FOR 2.2 MILES TO FORKS, TAKE LEFT FORK FOR 0.05 MILE TO WIRE
 NO0453'GATE AND THE AZIMUTH MARK JUST EAST AS DESCRIBED, GO THROUGH
 NO0453'GATE AND GO EAST ON TRACK ROAD FOR 0.4 MILE TO SCHOOL HOUSE
 NO0453'ON THE RIGHT, PASS SCHOOL HOUSE AND TURN RIGHT OFF OF TRACK
 NO0453'ROAD AND GO SOUTHEAST ALONG EAST SIDE OF HILL FOR 0.75 MILE
 NO0453'TO END OF TRUCK TRAVEL AT THE BASE OF HIGHEST HILL IN THE
 NO0453'PASTURE AND STATION ON THE SUMMIT AS DESCRIBED.
 NO0453'
 NO0453'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0453
 NO0453                          STATION RECOVERY (1983)
 NO0453
 NO0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (RRB)
 NO0453'STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  A
 NO0453'PARTIAL REVISED DESCRIPTION FOLLOWS.....
 NO0453'
 NO0453'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND U.S.
 NO0453'HWY. 20 IN CODY, GO WEST ALONG HWY. 20 FOR 0.75 MILES TO A NARROW,
 NO0453'BLACK-TOPPED T-ROAD SOUTH.  TURN SOUTH AND GO 3.2 MILES TO A ROAD
 NO0453'FORK LEFT.  TURN LEFT AND GO 4.6 MILES SSE ALONG A NARROW
 NO0453'BLACKTOPPED ROAD TO A ROAD FORK LEFT.  TURN LEFT AND GO ABOUT 0.5
 NO0453'MILE TO WHERE THE ROAD CRESTS A HILL.  TURN RIGHT AND FOLLOW THE
 NO0453'RIDGE SSE TO THE STATION MARK AS DESCRIBED.
 NO0453'
 NO0453'AZ. MK. NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1031 ***********************************************************************
 LH1031  DESIGNATION -  HINZ
 LH1031  PID         -  LH1031
 LH1031  STATE/COUNTY-  NE/GOSPER
 LH1031  USGS QUAD   -  ARAPAHOE NE (1971)
 LH1031
 LH1031                         *CURRENT SURVEY CONTROL
 LH1031  ___________________________________________________________________
 LH1031* NAD 83(1995)-  40 24 32.46014(N)    099 51 04.32201(W)     ADJUSTED  
 LH1031* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 LH1031  ___________________________________________________________________
 LH1031  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 LH1031  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 LH1031
 LH1031  HORZ ORDER  -  SECOND
 LH1031
 LH1031.The horizontal coordinates were established by classical geodetic methods
 LH1031.and adjusted by the National Geodetic Survey in August 1997..
 LH1031
 LH1031.The orthometric height was scaled from a topographic map.
 LH1031
 LH1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1031
 LH1031.The geoid height was determined by GEOID03.
 LH1031
 LH1031;                    North         East     Units Scale Factor Converg.
 LH1031;SPC NE       -    63,929.903   512,628.394   MT  0.99984008   +0 05 55.0
 LH1031;UTM  14      - 4,473,503.464   427,776.716   MT  0.99966421   -0 33 06.5
 LH1031
 LH1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1031!SPC NE       -   0.99988885  x   0.99984008  =   0.99972894
 LH1031!UTM  14      -   0.99988885  x   0.99966421  =   0.99955309
 LH1031
 LH1031|---------------------------------------------------------------------|
 LH1031| PID    Reference Object                     Distance      Geod. Az  |
 LH1031|                                                           dddmmss.s |
 LH1031| CN8787 HINZ RM 1                            17.508 METERS 02515     |
 LH1031| CN8788 HINZ RM 2                            19.915 METERS 27033     |
 LH1031| CN8786 HINZ AZ MK                                         2703934.7 |
 LH1031| LH1032 IMMANUELS LUTHERAN CH CROSS         APPROX. 1.9 KM 3135102.5 |
 LH1031|---------------------------------------------------------------------|
 LH1031
 LH1031                          SUPERSEDED SURVEY CONTROL
 LH1031
 LH1031  NAD 83(1986)-  40 24 32.46531(N)    099 51 04.32556(W) AD(       ) 2
 LH1031  NAD 27      -  40 24 32.44100(N)    099 51 02.88300(W) AD(       ) 2
 LH1031
 LH1031.Superseded values are not recommended for survey control.
 LH1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1031.See file dsdata.txt to determine how the superseded data were derived.
 LH1031
 LH1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2777773503(NAD 83)
 LH1031_MARKER: DS = TRIANGULATION STATION DISK
 LH1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1031
 LH1031  HISTORY     - Date     Condition        Report By
 LH1031  HISTORY     - 1951     MONUMENTED       CGS
 LH1031  HISTORY     - 1956     GOOD             CGS
 LH1031
 LH1031                          STATION DESCRIPTION
 LH1031
 LH1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1031'THE STATION IS LOCATED ABOUT 12.5 MILES SOUTH OF ELWOOD AND
 LH1031'ABOUT 10.0 MILES NORTH-NORTHEAST OF ARAPAHOE IN THE NORTH EDGE
 LH1031'OF A CULTIVATED FIELD, 25 FEET SOUTH OF THE CENTER OF AN
 LH1031'EAST-WEST ROAD, 3 FEET SOUTHEAST OF A WITNESS POST AND 2 FEET
 LH1031'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED HINZ 1951 AND
 LH1031'PROJECTS 4 INCHES.
 LH1031'
 LH1031'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 25 FEET NORTH
 LH1031'OF THE CENTER OF AN EAST-WEST ROAD, 1 FOOT EAST OF THE EAST
 LH1031'END OF A WIRE GATE AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 LH1031'IT IS STAMPED HINZ NO 1 1951 AND PROJECTS 5 INCHES.
 LH1031'
 LH1031'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A CULTIVATED FIELD,
 LH1031'24 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT
 LH1031'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED HINZ NO 2 1951
 LH1031'AND PROJECTS 4 INCHES.
 LH1031'
 LH1031'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 103.48 FEET.
 LH1031'
 LH1031'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 22 FEET NORTH OF THE
 LH1031'CENTER OF AN EAST-WEST ROAD, 2 FEET EAST OF A WITNESS POST AND 1
 LH1031'FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED HINZ
 LH1031'1951 AND PROJECTS 4 INCHES.
 LH1031'
 LH1031'TO REACH THE STATION FROM THE POST OFFICE IN ARAPAHOE, GO NORTH
 LH1031'ON U.S. HIGHWAY 283 FOR 5.3 MILES TO A T ROAD RIGHT, TURN RIGHT
 LH1031'AND GO EAST ON DIRT ROAD FOR 1.7 MILES TO A FORK.  TAKE LEFT
 LH1031'FORK AND GO NORTH FOR 2.0 MILES TO POINT WHERE ROAD CURVES EAST,
 LH1031'TURN RIGHT AND GO EAST FOR 0.4 MILE TO AZIMUTH MARK ON LEFT AS
 LH1031'DESCRIBED, CONTINUE EAST FOR 0.7 MILE TO STATION ON RIGHT AS
 LH1031'DESCRIBED.
 LH1031'
 LH1031'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1031
 LH1031                          STATION RECOVERY (1956)
 LH1031
 LH1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 LH1031'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1031'IN GOOD CONDITION, EXCEPT THE STATION MARK WHICH HAD BEEN HIT
 LH1031'BY ROAD MACHINERY AND WAS FOUND IN THE BOTTOM OF THE DITCH.
 LH1031'THE UNDERGROUND STATION MARK WAS RECOVERED IN PLACE AND IN GOOD
 LH1031'CONDITION.  BOTH THE UNDERGROUND AND SURFACE STATION MARKS WERE
 LH1031'LOWERED IN PLACE ABOUT 2 AND 1/2 FEET.  THE SURFACE STATION MARK
 LH1031'IS AT A POINT WHERE THE BACK SLOPE MEETS THE BOTTOM OF THE
 LH1031'DITCH, 5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND
 LH1031'PROJECTS 2 INCHES.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 LH1031'AND THERE WERE NO STAMPING CHANGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4131 ***********************************************************************
 AB4131  CBN         -  This is a Cooperative Base Network Control Station.
 AB4131  PACS        -  This is a Primary Airport Control Station.
 AB4131  DESIGNATION -  HJH A
 AB4131  PID         -  AB4131
 AB4131  STATE/COUNTY-  NE/THAYER
 AB4131  USGS QUAD   -  HEBRON (1980)
 AB4131
 AB4131                         *CURRENT SURVEY CONTROL
 AB4131  ___________________________________________________________________
 AB4131* NAD 83(1995)-  40 08 56.05469(N)    097 34 56.84161(W)     ADJUSTED  
 AB4131* NAVD 88     -       446.34   (meters)    1464.4    (feet)  GPS OBS   
 AB4131  ___________________________________________________________________
 AB4131  X           -    -644,244.630 (meters)                     COMP
 AB4131  Y           -  -4,839,692.630 (meters)                     COMP
 AB4131  Z           -   4,090,907.888 (meters)                     COMP
 AB4131  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 AB4131  ELLIP HEIGHT-         419.64  (meters)          (07/10/01) GPS OBS
 AB4131  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AB4131
 AB4131  HORZ ORDER  -  B
 AB4131  ELLP ORDER  -  FOURTH    CLASS I
 AB4131
 AB4131.This mark is at Hebron Municipal Airport (HJH)
 AB4131
 AB4131.The horizontal coordinates were established by GPS observations
 AB4131.and adjusted by the National Geodetic Survey in June 1996..
 AB4131
 AB4131.The orthometric height was determined by GPS observations and a
 AB4131.high-resolution geoid model.
 AB4131
 AB4131.GPS derived orthometric heights for airport stations designated as
 AB4131.PACS or SACS are published to 2 decimal places.  This maintains
 AB4131.centimeter relative accuracy between the PACS and SACS.  It does
 AB4131.not indicate centimeter accuracy relative to other marks which are
 AB4131.part of the NAVD 88 network.
 AB4131
 AB4131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4131
 AB4131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4131
 AB4131.The ellipsoidal height was determined by GPS observations
 AB4131.and is referenced to NAD 83.
 AB4131
 AB4131.The geoid height was determined by GEOID03.
 AB4131
 AB4131;                    North         East     Units Scale Factor Converg.
 AB4131;SPC NE       -    37,919.037   705,954.266   MT  0.99993602   +1 36 07.6
 AB4131;UTM  14      - 4,445,247.475   620,739.994   MT  0.99977946   +0 54 50.8
 AB4131
 AB4131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4131!SPC NE       -   0.99993417  x   0.99993602  =   0.99987020
 AB4131!UTM  14      -   0.99993417  x   0.99977946  =   0.99971365
 AB4131
 AB4131|---------------------------------------------------------------------|
 AB4131| PID    Reference Object                     Distance      Geod. Az  |
 AB4131|                                                           dddmmss.s |
 AB4131| LG1230 LITTLE BLUE                         387.301 METERS 31345     |
 AB4131|---------------------------------------------------------------------|
 AB4131
 AB4131                          SUPERSEDED SURVEY CONTROL
 AB4131
 AB4131  ELLIP H (06/25/96)  419.72   (m)                       GP(       ) 1 1
 AB4131
 AB4131.Superseded values are not recommended for survey control.
 AB4131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4131.See file dsdata.txt to determine how the superseded data were derived.
 AB4131
 AB4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2074045247(NAD 83)
 AB4131_MARKER: I = METAL ROD
 AB4131_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4131_STAMPING: HJH A 1995
 AB4131_MARK LOGO: NGS   
 AB4131_PROJECTION: FLUSH
 AB4131_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4131+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 AB4131_ROD/PIPE-DEPTH: 18.3 meters
 AB4131_SLEEVE-DEPTH  : 1.00 meters
 AB4131
 AB4131  HISTORY     - Date     Condition        Report By
 AB4131  HISTORY     - 1995     MONUMENTED       NGS
 AB4131  HISTORY     - 19970526 GOOD             NGS
 AB4131  HISTORY     - 20000601 GOOD             NEDR
 AB4131  HISTORY     - 20030724 GOOD             NEDR
 AB4131
 AB4131                          STATION DESCRIPTION
 AB4131
 AB4131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4131'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF GILEAD, 1.0 MI
 AB4131'(1.6 KM) SOUTH OF HEBRON AND AT THE HEBRON MUNICIPAL AIRPORT.
 AB4131'OWNERSHIP--HEBRON AIRPORT AUTHORITY, BOX 256, HEBRON, NEBRASKA 68370.
 AB4131'MANAGER, RAYMOND MIETH, PHONE (308) 768-6231.  TO REACH THE STATION
 AB4131'FROM THE JUNCTION OF U.S. HIGHWAYS 81 NORTH AND 136 SOUTH OF HEBRON),
 AB4131'GO WEST ON U.S. HIGHWAYS 81/136 FOR 0.4 MI (0.6 KM) TO A GRAVEL ROAD
 AB4131'RIGHT, TURN RIGHT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.15
 AB4131'MI (0.24 KM) TO A FORK, BEAR RIGHT AND GO NORTHEAST THEN
 AB4131'NORTH-NORTHWEST ON THE APRON FOR 0.1 MI (0.2 KM) TO A CONNECTOR
 AB4131'TAXIWAY RIGHT, TURN RIGHT AND GO NORTH-NORTHEAST ON THE CONNECTOR
 AB4131'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY, TURN RIGHT AND GO EAST
 AB4131'SOUTHEAST ON THE RUNWAY FOR 0.25 MI (0.40 KM) TO A TURNAROUND AND THE
 AB4131'STATION (ON LINE WITH THE WEST-NORTHWEST EDGE OF THE CONCRETE
 AB4131'TURNAROUND) ON THE RIGHT.  THE STATION IS 172.2 FT (52.5 M) SOUTH
 AB4131'SOUTHWEST OF THE RUNWAY CENTER, 80.2 FT (24.4 M) WEST OF THE SOUTHEAST
 AB4131'CORNER OF THE TURNAROUND, 62.5 SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 AB4131'OF THE TURNAROUND AND 1.6 FT (0.5 M) NORTH OF A SHORT WITNESS POST.
 AB4131'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 AB4131'AIRPORT CONTROL STATION.
 AB4131
 AB4131                          STATION RECOVERY (1997)
 AB4131
 AB4131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4131'RECOVERED AS DESCRIBED.
 AB4131
 AB4131                          STATION RECOVERY (2000)
 AB4131
 AB4131'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4131'RECOVERED AS DESCRIBED.
 AB4131
 AB4131                          STATION RECOVERY (2003)
 AB4131
 AB4131'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003
 AB4131'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF ROADS 2003 (PJS) RECOVERED AS
 AB4131'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0467 ***********************************************************************
 LJ0467  DESIGNATION -  HOAGLAND
 LJ0467  PID         -  LJ0467
 LJ0467  STATE/COUNTY-  NE/HITCHCOCK
 LJ0467  USGS QUAD   -  CULBERTSON SW (1962)
 LJ0467
 LJ0467                         *CURRENT SURVEY CONTROL
 LJ0467  ___________________________________________________________________
 LJ0467* NAD 83(1995)-  40 05 11.12578(N)    100 59 38.95776(W)     ADJUSTED  
 LJ0467* NAVD 88     -       913.     (meters)    2995.     (feet)  SCALED    
 LJ0467  ___________________________________________________________________
 LJ0467  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 LJ0467  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 LJ0467
 LJ0467  HORZ ORDER  -  FIRST
 LJ0467
 LJ0467.The horizontal coordinates were established by classical geodetic methods
 LJ0467.and adjusted by the National Geodetic Survey in August 1997..
 LJ0467
 LJ0467.The orthometric height was scaled from a topographic map.
 LJ0467
 LJ0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0467
 LJ0467.The geoid height was determined by GEOID03.
 LJ0467
 LJ0467;                    North         East     Units Scale Factor Converg.
 LJ0467;SPC NE       -    28,589.600   415,217.484   MT  0.99996206   -0 39 31.8
 LJ0467;SPC KS N     -   198,847.982   144,670.572   MT  1.00006324   -1 53 40.0
 LJ0467;UTM  14      - 4,439,255.072   329,988.393   MT  0.99995583   -1 17 03.9
 LJ0467
 LJ0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0467!SPC NE       -   0.99986047  x   0.99996206  =   0.99982254
 LJ0467!SPC KS N     -   0.99986047  x   1.00006324  =   0.99992370
 LJ0467!UTM  14      -   0.99986047  x   0.99995583  =   0.99981631
 LJ0467
 LJ0467|---------------------------------------------------------------------|
 LJ0467| PID    Reference Object                     Distance      Geod. Az  |
 LJ0467|                                                           dddmmss.s |
 LJ0467| CN8790 HOAGLAND RM 1                        18.143 METERS 00102     |
 LJ0467| CN8789 HOAGLAND AZ MK                                     0681739.5 |
 LJ0467| CN8791 HOAGLAND RM 2                        21.831 METERS 18006     |
 LJ0467| LJ0486 TRENTON STANDPIPE                   APPROX.10.6 KM 3514458.4 |
 LJ0467|---------------------------------------------------------------------|
 LJ0467
 LJ0467                          SUPERSEDED SURVEY CONTROL
 LJ0467
 LJ0467  NAD 83(1986)-  40 05 11.12752(N)    100 59 38.96254(W) AD(       ) 1
 LJ0467  NAD 27      -  40 05 11.12800(N)    100 59 37.39200(W) AD(       ) 1
 LJ0467
 LJ0467.Superseded values are not recommended for survey control.
 LJ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0467.See file dsdata.txt to determine how the superseded data were derived.
 LJ0467
 LJ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK2998839255(NAD 83)
 LJ0467_MARKER: DS = TRIANGULATION STATION DISK
 LJ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0467
 LJ0467  HISTORY     - Date     Condition        Report By
 LJ0467  HISTORY     - 1935     MONUMENTED       CGS
 LJ0467
 LJ0467                          STATION DESCRIPTION
 LJ0467
 LJ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0467'THIS STATION IS LOCATED ABOUT 6 MILES SOUTH AND 1 MILE EAST
 LJ0467'OF TRENTON AND IS ON A CULTIVATED KNOLL, ON THE HIGH NORTHEAST
 LJ0467'AND SOUTHWEST DIVIDE RIDGE BETWEEN DRIFTWOOD CREEK ON THE
 LJ0467'SOUTH AND THE REPUBLICAN RIVER ON THE NORTH.  IT IS 2 MILES
 LJ0467'NORTHWEST OF THE FAIRVIEW SCHOOL, 2 MILES SOUTHWEST OF ASH
 LJ0467'GROVE SCHOOL, AND IS IN THE NORTHEAST QUARTER OF SEC. 1, T.
 LJ0467'1 N., R. 33 W.  THE STATION IS ON LAND OWNED BY VICTOR
 LJ0467'HOAGLAND.
 LJ0467'
 LJ0467'THE STATION MARK PROJECTS 8 INCHES AND IS 1 FOOT EAST OF A
 LJ0467'NORTH-AND-SOUTH HALF-SECTION FENCE, ALONG THE WEST SIDE OF
 LJ0467'WHICH IS A TRACK ROAD.
 LJ0467'
 LJ0467'REFERENCE MARK NO. 1 PROJECTS 5 INCHES AND IS
 LJ0467'NORTH OF THE STATION.  IT IS IN THE ABOVE MENTIONED FENCE.
 LJ0467'
 LJ0467'REFERENCE MARK NO. 2 PROJECTS 5 INCHES AND IS
 LJ0467'SOUTH OF THE STATION.  IT IS IN THE ABOVE MENTIONED FENCE.
 LJ0467'
 LJ0467'THE AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION
 LJ0467'AND PROJECTS 7 INCHES.  IT IS IN THE SOUTHWEST ANGLE OF
 LJ0467'CROSSROADS, AT A POINT 3 FEET SOUTH OF THE FENCE CORNER IN
 LJ0467'THIS ANGLE.
 LJ0467'
 LJ0467'THE STATION IS REACHED FROM THE RAILROAD DEPOT IN TRENTON,
 LJ0467'A SMALL TOWN ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LJ0467'BY GOING SOUTH ON STATE HIGHWAY 25 FOR 1.0 MILE TO A GRADED
 LJ0467'T-INTERSECTION STEM NORTH.  LEAVE HIGHWAY 25, TURN LEFT (EAST)
 LJ0467'AND GO 0.5 MILE TO A GRADED T-INTERSECTION STEM SOUTH.  TURN
 LJ0467'RIGHT AND GO IN A GENERAL SOUTHERLY DIRECTION 4.8 MILES TO
 LJ0467'A POINT JUST EAST OF WHITE HOUSE AND LARGE RED BARN.  THEN
 LJ0467'GO EAST 0.3 MILE, THEN SOUTH 0.3 MILE ON THE MAIN GRADED
 LJ0467'ROAD TO A FORK, TAKE THE LEFT FORK (GRADED ROAD) AND GO
 LJ0467'SOUTHEASTERLY 0.4 MILE AND THEN EAST 0.3 MILE TO A LONE NORTHWEST
 LJ0467'FENCE CORNER ON THE SOUTH SIDE OF THE ROAD, LEAVE THE
 LJ0467'GRADED ROAD, TURN RIGHT AND GO SOUTH ALONG THE WEST SIDE OF
 LJ0467'A NORTH-AND-SOUTH FENCE ON A PLAIN TRACK ROAD 0.2 MILE TO THE
 LJ0467'TOP OF KNOLL AND THE STATION.
 LJ0467'
 LJ0467'THIS ROUTE WAS NOT TRAVELED BY THE OBSERVING PARTY BECAUSE
 LJ0467'OF WASHED-OUT BRIDGES.
 LJ0467'
 LJ0467'A 10-FOOT STAND WILL CLEAR ALL OF THE LINES AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1073 ***********************************************************************
 ML1073  DESIGNATION -  HOBAK RESET
 ML1073  PID         -  ML1073
 ML1073  STATE/COUNTY-  NE/MERRICK
 ML1073  USGS QUAD   -  CENTRAL CITY WEST (1983)
 ML1073
 ML1073                         *CURRENT SURVEY CONTROL
 ML1073  ___________________________________________________________________
 ML1073* NAD 83(1995)-  41 03 48.80463(N)    098 04 38.40528(W)     ADJUSTED  
 ML1073* NAVD 88     -       529.     (meters)    1736.     (feet)  SCALED    
 ML1073  ___________________________________________________________________
 ML1073  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 ML1073  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 ML1073
 ML1073  HORZ ORDER  -  THIRD
 ML1073
 ML1073.The horizontal coordinates were established by classical geodetic methods
 ML1073.and adjusted by the National Geodetic Survey in August 1997..
 ML1073
 ML1073.The orthometric height was scaled from a topographic map.
 ML1073
 ML1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1073
 ML1073.The geoid height was determined by GEOID03.
 ML1073
 ML1073;                    North         East     Units Scale Factor Converg.
 ML1073;SPC NE       -   138,383.311   661,544.599   MT  0.99968820   +1 16 26.9
 ML1073;UTM  14      - 4,546,222.567   577,523.435   MT  0.99967397   +0 36 22.1
 ML1073
 ML1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1073!SPC NE       -   0.99992096  x   0.99968820  =   0.99960918
 ML1073!UTM  14      -   0.99992096  x   0.99967397  =   0.99959495
 ML1073
 ML1073:                Primary Azimuth Mark                     Grid Az
 ML1073:SPC NE       -  CENTRAL CITY MUN STANDPIPE               045 56 07.2
 ML1073:UTM  14      -  CENTRAL CITY MUN STANDPIPE               046 36 12.0
 ML1073
 ML1073|---------------------------------------------------------------------|
 ML1073| PID    Reference Object                     Distance      Geod. Az  |
 ML1073|                                                           dddmmss.s |
 ML1073| ML1072 CENTRAL CITY MUN STANDPIPE          APPROX. 8.1 KM 0471234.1 |
 ML1073| ML1071 MARQUETTE MUNICIPAL TANK            APPROX. 8.6 KM 1385300.9 |
 ML1073| CN8792 HOBAK AZ MK                                        1524918.4 |
 ML1073| CN8793 HOBAK RM 1                           18.928 METERS 19228     |
 ML1073| CN8795 HOBAK RM 3                           23.754 METERS 23410     |
 ML1073| CN8794 HOBAK RM 2                           22.900 METERS 30913     |
 ML1073|---------------------------------------------------------------------|
 ML1073
 ML1073                          SUPERSEDED SURVEY CONTROL
 ML1073
 ML1073  NAD 83(1986)-  41 03 48.81196(N)    098 04 38.40806(W) AD(       ) 3
 ML1073  NAD 27      -  41 03 48.76100(N)    098 04 37.20400(W) AD(       ) 3
 ML1073
 ML1073.Superseded values are not recommended for survey control.
 ML1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1073.See file dsdata.txt to determine how the superseded data were derived.
 ML1073
 ML1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7752346223(NAD 83)
 ML1073_MARKER: DS = TRIANGULATION STATION DISK
 ML1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1073
 ML1073  HISTORY     - Date     Condition        Report By
 ML1073  HISTORY     - 1950     MONUMENTED       CGS
 ML1073  HISTORY     - 1960     SEE DESCRIPTION  USGS
 ML1073  HISTORY     - 1967     SEE DESCRIPTION  CGS
 ML1073
 ML1073                          STATION DESCRIPTION
 ML1073
 ML1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1073'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF CENTRAL CITY
 ML1073'AND ABOUT 5 MILES NORTHEAST OF CHAPMAN, ON THE EAST SIDE OF
 ML1073'ROAD NEAR A TREE WITH A TRIANGLE BLAZE.  IT IS 46 FEET NORTHEAST
 ML1073'OF A TELEPHONE POLE, 34 FEET EAST OF THE CENTERLINE OF A ROAD,
 ML1073'31 FEET NORTH NORTHEAST OF A HEDGE TREE WITH A TRIANGLE BLAZE,
 ML1073'15 FEET EAST OF A RIGHT-OF-WAY FENCELINE AND 15 FEET EAST
 ML1073'OF A WHITE WITNESS POST.  THE MARK IS ABOUT 18 INCHES BELOW
 ML1073'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED HOBAK 1950.
 ML1073'
 ML1073'REFERENCE MARK NO. 1 IS 18 FEET EAST OF THE CENTERLINE OF A ROAD,
 ML1073'17 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT EAST OF A RIGHT-OF-WAY
 ML1073'FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 ML1073'STAMPED HOBAK NO 1 1950.
 ML1073'
 ML1073'REFERENCE MARK NO. 1 IS 23 FEET WEST OF THE CENTERLINE OF A
 ML1073'ROAD, 17 FEET SOUTH OF A POWER LINE POLE AND 1 FOOT EAST OF A
 ML1073'RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 8 INCHES
 ML1073'AND THE DISK IS STAMPED HOBAK NO 2 1950.
 ML1073'
 ML1073'AZIMUTH MARK IS 28 FEET NORTH OF THE CENTERLINE OF A ROAD,
 ML1073'4 FEET EAST OF A TELEPHONE POLE, 3 FEET WEST OF A WHITE WITNESS
 ML1073'POST AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 ML1073'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED HOBAK 1950.
 ML1073'
 ML1073'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 ML1073'STATE ROUTE 14 IN CENTRAL CITY, GO SOUTHWEST ON U.S. HIGHWAY
 ML1073'30 FOR 4.95 MILES TO A CROSSROADS, TURN LEFT (SOUTH) AND GO 0.5
 ML1073'MILE TO STATION ON EAST SIDE OF ROAD AS DESCRIBED.
 ML1073'
 ML1073'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.2
 ML1073'MILE TO A CROSSROADS AND SCHOOL HOUSE IN NORTHEAST ANGLE.
 ML1073'TURN LEFT (EAST) AND GO 0.1 MILE TO MARK ON LEFT AS DESCRIBED.
 ML1073'
 ML1073'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 ML1073
 ML1073                          STATION RECOVERY (1960)
 ML1073
 ML1073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ML1073'STATION AND R.M. WERE FOUND DESTROYED.  THERE HAS BEEN ROAD WORK
 ML1073'IN AREA.  THE STATION CONCRETE POST WAS FOUND LAYING ON GROUND.
 ML1073'
 ML1073'R.M. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 ML1073
 ML1073                          STATION RECOVERY (1967)
 ML1073
 ML1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ML1073'THE STATION SURFACE AND UNDERGROUND MARKS, WERE DESTROYED WHEN
 ML1073'ROAD WAS WIDENED.  REFERENCE MARK NO. 1 WAS ALSO DESTROYED.
 ML1073'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE RECOVERED AND
 ML1073'FOUND IN GOOD CONDITION.
 ML1073'
 ML1073'THE STATION MARK WAS RESET FROM THE ANGLE BETWEEN THE AZIMUTH
 ML1073'MARK AND REFERENCE MARK NO. 2, AND THE MEASUREMENT FROM REFERENCE
 ML1073'MARK NO. 2.  REFERENCE MARK NO. 3 WAS ALSO SET.
 ML1073'
 ML1073'FOLLOWING IS A NEW DESCRIPTION.
 ML1073'
 ML1073'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 ML1073'AND STATE HIGHWAY 14 IN CENTRAL CITY, GO SOUTHWEST ON U.S.
 ML1073'HIGHWAY 30 FOR 5.05 MILES TO A CROSSROAD.  TURN LEFT AND GO
 ML1073'SOUTH ON A GRAVELED ROAD FOR 0.55 MILE TO THE STATION ON THE
 ML1073'LEFT.  (CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO
 ML1073'A CROSSROAD AND A SCHOOLHOUSE IN THE NORTHEAST ANGLE.  TURN
 ML1073'LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH
 ML1073'MARK ON THE LEFT.)
 ML1073'
 ML1073'STATION MARKS ARE STANDARD DISKS STAMPED HOBAK 1950 1967.  THE
 ML1073'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 ML1073'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 31 FEET EAST
 ML1073'OF THE NORTH-SOUTH GRAVELED ROAD, 5 FEET WEST OF A NORTH-SOUTH
 ML1073'FENCE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.  THE
 ML1073'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 ML1073'BELOW THE SURFACE OF THE GROUND.
 ML1073'
 ML1073'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HOBAK NO. 2
 ML1073'1950, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 ML1073'3 INCHES.  IT IS 27 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 ML1073'GRAVELED ROAD, 16 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE,
 ML1073'AND 3.5 FEET EAST OF A NORTH-SOUTH FENCE.
 ML1073'
 ML1073'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HOBAK 1950 NO.
 ML1073'3 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 ML1073'3 INCHES.  IT IS 34 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 ML1073'ROAD, AND 1 FOOT SOUTH OF A CORNER FENCE POST.
 ML1073'
 ML1073'AZIMUTH MARK, A STANDARD DISK STAMPED HOBAK 1950, IS SET IN
 ML1073'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 ML1073'IT IS 28 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED
 ML1073'ROAD, 3.5 FEET EAST OF A TELEPHONE POLE, 1.5 FEET WEST OF A
 ML1073'METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
 ML1073'
 ML1073'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 ML1073'MILES SOUTHWEST OF CENTRAL CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1845 ***********************************************************************
 MK1845  DESIGNATION -  HOBZA
 MK1845  PID         -  MK1845
 MK1845  STATE/COUNTY-  NE/PLATTE
 MK1845  USGS QUAD   -  CRESTON (1966)
 MK1845
 MK1845                         *CURRENT SURVEY CONTROL
 MK1845  ___________________________________________________________________
 MK1845* NAD 83(1995)-  41 43 43.82230(N)    097 18 04.74319(W)     ADJUSTED  
 MK1845* NAVD 88     -       521.     (meters)    1709.     (feet)  SCALED    
 MK1845  ___________________________________________________________________
 MK1845  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 MK1845  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 MK1845
 MK1845  HORZ ORDER  -  FIRST
 MK1845
 MK1845.The horizontal coordinates were established by classical geodetic methods
 MK1845.and adjusted by the National Geodetic Survey in August 1997..
 MK1845
 MK1845.The orthometric height was scaled from a topographic map.
 MK1845
 MK1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1845
 MK1845.The geoid height was determined by GEOID03.
 MK1845
 MK1845;                    North         East     Units Scale Factor Converg.
 MK1845;SPC NE       -   213,952.501   724,423.207   MT  0.99966614   +1 47 18.3
 MK1845;UTM  14      - 4,621,064.491   641,278.912   MT  0.99984562   +1 07 51.0
 MK1845
 MK1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1845!SPC NE       -   0.99992216  x   0.99966614  =   0.99958833
 MK1845!UTM  14      -   0.99992216  x   0.99984562  =   0.99976779
 MK1845
 MK1845|---------------------------------------------------------------------|
 MK1845| PID    Reference Object                     Distance      Geod. Az  |
 MK1845|                                                           dddmmss.s |
 MK1845| CN8797 HOBZA RM 1                           46.088 METERS 00239     |
 MK1845| CN8798 HOBZA RM 2                           68.030 METERS 09322     |
 MK1845| MK1849 ST MARYS CATHOLIC CH CROSS          APPROX.16.3 KM 2341958.3 |
 MK1845| MK1844 CRESTON TANK                        APPROX. 5.5 KM 2420559.6 |
 MK1845| MK1850 HUMPHREY TANK                       APPROX.16.3 KM 2541930.9 |
 MK1845| MK1851 HUMPHREY ST FRANCIS CATH CH         APPROX.16.0 KM 2544105.2 |
 MK1845| CN8796 HOBZA AZ MK                                        2565253.4 |
 MK1845|---------------------------------------------------------------------|
 MK1845
 MK1845                          SUPERSEDED SURVEY CONTROL
 MK1845
 MK1845  NAD 83(1986)-  41 43 43.83114(N)    097 18 04.74751(W) AD(       ) 1
 MK1845  NAD 27      -  41 43 43.79600(N)    097 18 03.59900(W) AD(       ) 1
 MK1845
 MK1845.Superseded values are not recommended for survey control.
 MK1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1845.See file dsdata.txt to determine how the superseded data were derived.
 MK1845
 MK1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4127921064(NAD 83)
 MK1845_MARKER: DS = TRIANGULATION STATION DISK
 MK1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1845_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1845
 MK1845  HISTORY     - Date     Condition        Report By
 MK1845  HISTORY     - 1935     MONUMENTED       CGS
 MK1845  HISTORY     - 1961     GOOD             USGS
 MK1845
 MK1845                          STATION DESCRIPTION
 MK1845
 MK1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1845'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 4, T. 20 N.,
 MK1845'R. 1 E., ON PROPERTY OWNED BY EDWARD HOBZA, ABOUT 2-1/2 MILES
 MK1845'NORTHEAST OF CRESTON AND ABOUT 5 MILES NORTHWEST OF LEIGH.
 MK1845'
 MK1845'TO REACH FROM THE CITIZENS STATE BANK IN CRESTON, GO EAST
 MK1845'AND NORTH ON STATE HIGWAY 91 FOR 3.2 MILES, TURN LEFT (NORTH),
 MK1845'GO 1.0 MILE, TURN RIGHT (EAST), GO 0.45 MILE TO STATION ON
 MK1845'LEFT (NORTH) IN FENCE CORNER.  MARK IS 40 FEET WEST OF FENCE,
 MK1845'AND PROJECTS 8 INCHES.
 MK1845'
 MK1845'REFERENCE MARK NO. 1 IS NORTH OF STATION, 1 FOOT WEST OF
 MK1845'FENCE, AND PROJECTS 8 INCHES.
 MK1845'
 MK1845'REFERENCE MARK NO. 2 IS EAST OF STATION, 1 FOOT NORTH OF FENCE,
 MK1845'25 FEET NORTH OF CENTERLINE OF ROAD, AND PROJECTS 6 INCHES
 MK1845'
 MK1845'AZIMUTH MARK IS SOUTHWEST OF STATION.  TO REACH, GO WEST FOR
 MK1845'0.45 MILE, TURN LEFT (SOUTH), GO 0.1 MILE TO MARK ON RIGHT
 MK1845'(WEST).  MARK IS 23 FEET WEST OF CENTERLINE OF ROAD AND PROJECTS
 MK1845'6 INCHES.
 MK1845'
 MK1845'HEIGHT OF LIGHT ABOVE STATION MARK - 32 METERS.
 MK1845
 MK1845                          STATION RECOVERY (1961)
 MK1845
 MK1845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MK1845'NEW DESCRIPTION--1.5 MI. N AND 3.0 MI. E OF CRESTON.  1.5 MI.
 MK1845'N AND 3.75 MI. W OF LEIGH.  T 20 N, R 1 E, NEAR 1/4 CORNER
 MK1845'BETWEEN SECTIONS 3 AND 10.  45 FT. N AND 10 FT. W OF CENTER
 MK1845'OF ROAD.  T FENCE N.  A STANDARD TABLET SET IN THE TOP OF A
 MK1845'CONCRETE POST AND STAMPED--HOBZA 1935.
 MK1845'
 MK1845'REFERENCE MARKS FOUND AS DESCRIBED.
 MK1845'
 MK1845'AZIMUTH MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0676 ***********************************************************************
 NN0676  DESIGNATION -  HOERLE
 NN0676  PID         -  NN0676
 NN0676  STATE/COUNTY-  NE/WHEELER
 NN0676  USGS QUAD   -  GOOSE LAKE (1986)
 NN0676
 NN0676                         *CURRENT SURVEY CONTROL
 NN0676  ___________________________________________________________________
 NN0676* NAD 83(1995)-  42 03 10.11120(N)    098 36 35.92919(W)     ADJUSTED  
 NN0676* NAVD 88     -       643.     (meters)    2110.     (feet)  SCALED    
 NN0676  ___________________________________________________________________
 NN0676  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 NN0676  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 NN0676
 NN0676  HORZ ORDER  -  FIRST
 NN0676
 NN0676.The horizontal coordinates were established by classical geodetic methods
 NN0676.and adjusted by the National Geodetic Survey in August 1997..
 NN0676
 NN0676.The orthometric height was scaled from a topographic map.
 NN0676
 NN0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0676
 NN0676.The geoid height was determined by GEOID03.
 NN0676
 NN0676;                    North         East     Units Scale Factor Converg.
 NN0676;SPC NE       -   247,346.595   615,029.916   MT  0.99970410   +0 55 16.2
 NN0676;UTM  14      - 4,655,713.115   532,273.807   MT  0.99961282   +0 15 40.5
 NN0676
 NN0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0676!SPC NE       -   0.99990289  x   0.99970410  =   0.99960702
 NN0676!UTM  14      -   0.99990289  x   0.99961282  =   0.99951575
 NN0676
 NN0676|---------------------------------------------------------------------|
 NN0676| PID    Reference Object                     Distance      Geod. Az  |
 NN0676|                                                           dddmmss.s |
 NN0676| CO3700 HOERLE RM 3                          16.343 METERS 06846     |
 NN0676| CO3698 HOERLE RM 1                                        08301     |
 NN0676| CO3699 HOERLE RM 2                                        16313     |
 NN0676| CO3701 HOERLE RM 4                          19.202 METERS 16711     |
 NN0676| NN0677 HOERLE AZ MK                        APPROX. 0.8 KM 2623513.7 |
 NN0676|---------------------------------------------------------------------|
 NN0676
 NN0676                          SUPERSEDED SURVEY CONTROL
 NN0676
 NN0676  NAD 83(1986)-  42 03 10.11433(N)    098 36 35.93634(W) AD(       ) 1
 NN0676  NAD 27      -  42 03 10.09400(N)    098 36 34.64100(W) AD(       ) 1
 NN0676
 NN0676.Superseded values are not recommended for survey control.
 NN0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0676.See file dsdata.txt to determine how the superseded data were derived.
 NN0676
 NN0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3227455713(NAD 83)
 NN0676_MARKER: DS = TRIANGULATION STATION DISK
 NN0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0676
 NN0676  HISTORY     - Date     Condition        Report By
 NN0676  HISTORY     - 1949     MONUMENTED       CGS
 NN0676
 NN0676                          STATION DESCRIPTION
 NN0676
 NN0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0676'THE STATION IS LOCATED ABOUT 16.0 MILES SOUTHEAST OF CHAMBERS
 NN0676'AND 7.0 MILES NORTHWEST OF CUMMINSVILLE ON LAND OWNED BY
 NN0676'HOERLE BROTHERS.  IT IS ON THE HIGHEST SAND HILL IN THE VICINITY,
 NN0676'0.3 MILE NORTHEAST OF WINDMILL NEAR LARGE BLOW-OUT, AND 6 FEET
 NN0676'SOUTHEAST OF WITNESS POST.  IT IS STAMPED HOERLE 1949 AND SET
 NN0676'FLUSH WITH THE SURFACE OF THE GROUND.
 NN0676'
 NN0676'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION ON EAST
 NN0676'SLOPE OF SAND HILL AND ABOUT 6 FEET LOWER THAN THE STATION.
 NN0676'IT IS STAMPED HOERLE NO 1 1949 AND PROJECTS 3 INCHES.
 NN0676'
 NN0676'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION ABOUT 2 FEET
 NN0676'LOWER THAN THE STATION.  IT IS STAMPED HOERLE NO 2 1949 AND
 NN0676'PROJECTS 2 INCHES.
 NN0676'
 NN0676'THE AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 35 FEET NORTH
 NN0676'OF THE SOUTH END OF GATE IN SOUTHEAST CORNER OF PASTURE, 2 FEET
 NN0676'SOUTH OF WITNESS POST AND SET IN NORTH-SOUTH FENCE LINE.  IT
 NN0676'IS STAMPED HOERLE 1949 AND PROJECTS 3 INCHES.
 NN0676'
 NN0676'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 NN0676'AND STATE HIGHWAY 53 IN CUMMINSVILLE, GO NORTH-NORTHWEST ON
 NN0676'U.S. HIGHWAY 281 FOR 8.4 MILES TO CROSSROADS AND SIGN ON THE
 NN0676'LEFT POINTING WEST TO WATSONS RANCH, TURN RIGHT AND GO EAST
 NN0676'FOR 1.0 MILE TO CROSSROADS AT SCHOOL IN SOUTHWEST ANGLE,
 NN0676'TURN RIGHT AND GO SOUTH FOR 1.1 MILES TO A WIRE GATE ON THE
 NN0676'LEFT AT THE END OF SECTION LINE ROAD, TURN LEFT THROUGH GATE
 NN0676'AND GO SOUTHEAST ACROSS FENCED LOT PASSING TO THE RIGHT OF
 NN0676'WINDMILL FOR 0.05 MILE TO WIRE GATE IN THE SOUTHEAST CORNER
 NN0676'OF LOT, GO THROUGH GATE AND FOLLOW TRACK ROAD
 NN0676'SOUTH-SOUTHEAST FOR 0.6 MILE TO A WIRE GATE IN THE SOUTHEAST
 NN0676'CORNER OF PASTURE AND AZIMUTH MARK JUST NORTH AS DESCRIBED, GO
 NN0676'THROUGH GATE AND CONTINUE SOUTHEAST ON TRACK ROAD FOR
 NN0676'0.3 MILE TO WINDMILL, BEAR LEFT AND GO NORTHEAST FOR 0.3
 NN0676'MILE TO THE TOP OF THE HIGHEST SAND HILL IN THE VICINITY
 NN0676'AND STATION AS DESCRIBED.
 NN0676'
 NN0676'A 4 FOOT SIGNAL AT STATION BUFFALO 1900 IS VISIBLE AT 4 FEET.
 NN0676'
 NN0676'A 47 FOOT SIGNAL AT STATION DUMAS IS VISIBLE AT 4 FEET.
 NN0676'
 NN0676'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 4 FEET.
 NN0676'
 NN0676'A 47 FOOT SIGNAL AT STATION MC CLURE 1900 IS VISIBLE AT 4 FEET.
 NN0676'
 NN0676'A 47 FOOT SIGNAL AT STATION DELOIT 1900 IS VISIBLE AT 4 FEET.
 NN0676'
 NN0676'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0677 ***********************************************************************
 NN0677  DESIGNATION -  HOERLE AZ MK
 NN0677  PID         -  NN0677
 NN0677  STATE/COUNTY-  NE/WHEELER
 NN0677  USGS QUAD   -  GOOSE LAKE (1986)
 NN0677
 NN0677                         *CURRENT SURVEY CONTROL
 NN0677  ___________________________________________________________________
 NN0677* NAD 83(1995)-  42 03 06.95988(N)    098 37 08.41484(W)     ADJUSTED  
 NN0677* NAVD 88     -       639.     (meters)    2096.     (feet)  SCALED    
 NN0677  ___________________________________________________________________
 NN0677  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 NN0677  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 NN0677
 NN0677  HORZ ORDER  -  SECOND
 NN0677
 NN0677.The horizontal coordinates were established by classical geodetic methods
 NN0677.and adjusted by the National Geodetic Survey in August 1997..
 NN0677
 NN0677.The orthometric height was scaled from a topographic map.
 NN0677
 NN0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0677
 NN0677.The geoid height was determined by GEOID03.
 NN0677
 NN0677;                    North         East     Units Scale Factor Converg.
 NN0677;SPC NE       -   247,237.438   614,284.775   MT  0.99970395   +0 54 54.7
 NN0677;UTM  14      - 4,655,612.557   531,527.528   MT  0.99961223   +0 15 18.7
 NN0677
 NN0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0677!SPC NE       -   0.99990351  x   0.99970395  =   0.99960749
 NN0677!UTM  14      -   0.99990351  x   0.99961223  =   0.99951578
 NN0677
 NN0677                          SUPERSEDED SURVEY CONTROL
 NN0677
 NN0677  NAD 83(1986)-  42 03 06.96303(N)    098 37 08.42198(W) AD(       ) 2
 NN0677  NAD 27      -  42 03 06.94284(N)    098 37 07.12566(W) AD(       ) 2
 NN0677
 NN0677.Superseded values are not recommended for survey control.
 NN0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0677.See file dsdata.txt to determine how the superseded data were derived.
 NN0677
 NN0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3152855613(NAD 83)
 NN0677_MARKER: DZ = AZIMUTH MARK DISK
 NN0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0677_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NN0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0677+STABILITY: SURFACE MOTION
 NN0677
 NN0677  HISTORY     - Date     Condition        Report By
 NN0677  HISTORY     - 1975     MONUMENTED       NGS
 NN0677
 NN0677                          STATION DESCRIPTION
 NN0677
 NN0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NN0677'TO REACH STATION HOERLE FROM THE JUNCTION OF US HIGHWAY 281 AND STATE
 NN0677'HIGHWAY 95, ABOUT 5.0 MILES EAST OF CHAMBERS, GO SOUTH ON HIGHWAY 281
 NN0677'FOR 8.1 MILES TO THE HOLT-WHEELER COUNTY LINE.  CONTINUE SOUTH ON
 NN0677'HIGHWAY 281 FOR 1.15 MILES TO A SIDE ROAD LEFT, A DIM COUNTY ROAD
 NN0677'RIGHT AND A SIGN (BURTWISTLE RANCHES 1 AND 5 MILES EAST) ON THE LEFT.
 NN0677'TURN LEFT AND GO EAST ON A GRAVEL AND SAND ROAD FOR 1.0 MILES TO A
 NN0677'CROSSROAD AND AN OLD SCHOOL BUILDING IN THE SOUTHWEST ANGLE.  TURN
 NN0677'RIGHT AND GO SOUTH ON A TRACK SECTIONLINE ROAD FOR 1.15 MILES TO END
 NN0677'OF ROAD AND A TRACK ROAD LEFT, EAST.  TURN LEFT AND GO EAST ON THE
 NN0677'TRACK ROAD FOR 0.1 MILE TO A GATE IN FENCELINE ON THE RIGHT.  TURN
 NN0677'RIGHT, PASS THROUGH THE GATE, THEN TURN LEFT AND GO EAST ALONG THE
 NN0677'SOUTH SIDE OF THE FENCELINE FOR 0.75 MILE, THEN TURN RIGHT, SOUTH,
 NN0677'LEAVING THE FENCE AND GO SOUTH ACROSS PASTURE TO TOP OF HIGHEST
 NN0677'SAND HILL IN THE VICINITY AND STATION HORLE, A DISTANCE OF 0.5 MILE.
 NN0677'A 4-WHEEL DRIVE VEHICLE IS RECOMMENDED TO TRAVEL TO THIS STATION.
 NN0677'
 NN0677'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOERLE 1949, SET IN THE
 NN0677'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 18 INCHES
 NN0677'ABOVE THE GROUND SURFACE.  IT IS 34 FEET NORTH OF A RAILROAD TIE
 NN0677'POST, 8.5 FEET SOUTH OF A METAL WITNESS POST, IN A SMALL GRASSY BLOW
 NN0677'OUT AND SEVERAL OLD POSTS AND WIRE ARE LYING ON THE GROUND AROUND THE
 NN0677'MARK.
 NN0677'
 NN0677'TO REACH THE AZIMUTH MARK FROM STATION HORLE, GO NORTHWEST ACROSS
 NN0677'PASTURE FOR 0.2 MILE TO A FENCE CORNER AT THE NORTH END OF A GROUP
 NN0677'OF TREES, THEN FOLLOW THE NORTH SIDE OF THE FENCE IN A WESTERLY
 NN0677'DIRECTION FOR 0.1 MILE TO CORNER FENCE POST AND GATE ON THE LEFT,
 NN0677'THEN CONTINUE WEST-SOUTHWEST ON A LINE ABOUT 10 DEGREES TO THE LEFT
 NN0677'OF A WINDMILL FOR 0.15 MILE TO A LOW AREA AND THE AZIMUTH MARK IN
 NN0677'AN OLD FENCELINE, SEVERAL OLD POST REMAIN STANDING IN A NORTH-SOUTH
 NN0677'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0638 ***********************************************************************
 NP0638  DESIGNATION -  HOFF
 NP0638  PID         -  NP0638
 NP0638  STATE/COUNTY-  NE/BOX BUTTE
 NP0638  USGS QUAD   -  JESSE LAKE (1989)
 NP0638
 NP0638                         *CURRENT SURVEY CONTROL
 NP0638  ___________________________________________________________________
 NP0638* NAD 83(1995)-  42 04 43.12477(N)    102 43 44.02909(W)     ADJUSTED  
 NP0638* NAVD 88     -      1263.     (meters)    4144.     (feet)  SCALED    
 NP0638  ___________________________________________________________________
 NP0638  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 NP0638  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 NP0638
 NP0638  HORZ ORDER  -  SECOND
 NP0638
 NP0638.The horizontal coordinates were established by classical geodetic methods
 NP0638.and adjusted by the National Geodetic Survey in August 1997..
 NP0638
 NP0638.The orthometric height was scaled from a topographic map.
 NP0638
 NP0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0638
 NP0638.The geoid height was determined by GEOID03.
 NP0638
 NP0638;                    North         East     Units Scale Factor Converg.
 NP0638;SPC NE       -   252,853.228   274,290.719   MT  0.99970851   -1 48 30.4
 NP0638;UTM  13      - 4,661,004.050   687,860.671   MT  1.00003427   +1 31 20.7
 NP0638
 NP0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0638!SPC NE       -   0.99980496  x   0.99970851  =   0.99951352
 NP0638!UTM  13      -   0.99980496  x   1.00003427  =   0.99983922
 NP0638
 NP0638:                Primary Azimuth Mark                     Grid Az
 NP0638:SPC NE       -  HOFF AZ MK                               009 36 40.3
 NP0638:UTM  13      -  HOFF AZ MK                               006 16 49.2
 NP0638
 NP0638|---------------------------------------------------------------------|
 NP0638| PID    Reference Object                     Distance      Geod. Az  |
 NP0638|                                                           dddmmss.s |
 NP0638| CQ3991 HOFF AZ MK                                         0074809.9 |
 NP0638| CQ3992 HOFF RM 1                             7.275 METERS 07457     |
 NP0638| CQ3993 HOFF RM 2                             6.553 METERS 13721     |
 NP0638|---------------------------------------------------------------------|
 NP0638
 NP0638                          SUPERSEDED SURVEY CONTROL
 NP0638
 NP0638  NAD 83(1995)-  42 04 43.12400(N)    102 43 44.02924(W) AD(       ) 2
 NP0638  NAD 83(1986)-  42 04 43.12156(N)    102 43 44.02796(W) AD(       ) 2
 NP0638  NAD 27      -  42 04 43.22500(N)    102 43 42.30800(W) AD(       ) 2
 NP0638
 NP0638.Superseded values are not recommended for survey control.
 NP0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0638.See file dsdata.txt to determine how the superseded data were derived.
 NP0638
 NP0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8786161004(NAD 83)
 NP0638_MARKER: DS = TRIANGULATION STATION DISK
 NP0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0638
 NP0638  HISTORY     - Date     Condition        Report By
 NP0638  HISTORY     - 1946     MONUMENTED       CGS
 NP0638
 NP0638                          STATION DESCRIPTION
 NP0638
 NP0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0638'LOCATED 7-1/2 MILES EAST-SOUTHEAST OF ALLIANCE, 1 MILE SOUTH OF
 NP0638'STATE HIGHWAY NO. 2 AND 10 FEET EAST OF THE SHARP WEST SLOPE OF A
 NP0638'SAND DUNE.  IT IS ON THE HIGHEST POINT OF THE SAND DUNE AND
 NP0638'PROJECTS 8 INCHES.  IT IS STAMPED HOFF 1946.
 NP0638'
 NP0638'REFERENCE MARK NO. 1 IS ON THE NORTH RIM OF THE SAND DUNE AND
 NP0638'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS STAMPED HOFF NO 1 1946
 NP0638'AND PROJECTS 4 INCHES.
 NP0638'
 NP0638'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.  IT
 NP0638'IS STAMPED HOFF NO 2 1946 AND PROJECTS 4 INCHES.
 NP0638'
 NP0638'THE AZIMUTH MARK IS 0.2 MILE EAST OF A CURVE TO THE LEFT (SOUTH)
 NP0638'OF HIGHWAY NO. 2, 115 FEET SOUTH OF A RAILROAD TRACK, 45 FEET
 NP0638'NORTH OF THE CENTER LINE OF HIGHWAY NO. 2 AND 2 FEET EAST OF A
 NP0638'TELEPHONE POLE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED HOFF
 NP0638'AZIMUTH 1946 AND PROJECTS 10 INCHES.  IT IS SET IN A 10-INCH
 NP0638'BY 10-INCH CONCRETE POST.
 NP0638'
 NP0638'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 2
 NP0638'AND 19 AT THE EAST EDGE OF ALLIANCE, GO EAST ON NO. 2 FOR 7.05
 NP0638'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST FOR 0.45
 NP0638'MILE TO A T ROAD ON THE LEFT AND A WIRE GATE ON THE RIGHT.  THEN
 NP0638'RIGHT, SOUTH, THROUGH THE GATE.  THEN WEST-SOUTHWEST ON A
 NP0638'TRACK ROAD FOR 0.2 MILE TO WHERE THE ROAD BEARS TO THE WEST.
 NP0638'THEN LEAVE THE ROAD AND CONTINUE WEST-SOUTHWEST FOR 0.3 MILE
 NP0638'TO THE NORTHWEST EDGE OF THE SAND DUNE.  TURN LEFT, SOUTHERLY,
 NP0638'UP THE STEEP GRASSY SLOPE FOR 0.55 MILE TO THE HIGHEST POINT
 NP0638'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0829 ***********************************************************************
 LG0829  DESIGNATION -  HOFF
 LG0829  PID         -  LG0829
 LG0829  STATE/COUNTY-  NE/JEFFERSON
 LG0829  USGS QUAD   -  REYNOLDS (1980)
 LG0829
 LG0829                         *CURRENT SURVEY CONTROL
 LG0829  ___________________________________________________________________
 LG0829* NAD 83(1995)-  40 00 07.28402(N)    097 16 29.79671(W)     ADJUSTED  
 LG0829* NAVD 88     -       487.08   (+/-2cm)    1598.0    (feet)  VERTCON   
 LG0829  ___________________________________________________________________
 LG0829  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 LG0829  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 LG0829
 LG0829  HORZ ORDER  -  FIRST
 LG0829  VERT ORDER  -  THIRD ? (See Below)
 LG0829
 LG0829.The horizontal coordinates were established by classical geodetic methods
 LG0829.and adjusted by the National Geodetic Survey in August 1997..
 LG0829
 LG0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0829.The vertical order pertains to the NGVD 29 superseded value.
 LG0829
 LG0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0829
 LG0829.The geoid height was determined by GEOID03.
 LG0829
 LG0829;                    North         East     Units Scale Factor Converg.
 LG0829;SPC NE       -    22,397.718   732,657.476   MT  0.99999909   +1 48 21.2
 LG0829;SPC KS N     -   185,502.380   461,915.529   MT  1.00004280   +0 27 31.5
 LG0829;UTM  14      - 4,429,406.948   647,249.866   MT  0.99986693   +1 06 32.7
 LG0829
 LG0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0829!SPC NE       -   0.99992782  x   0.99999909  =   0.99992691
 LG0829!SPC KS N     -   0.99992782  x   1.00004280  =   0.99997062
 LG0829!UTM  14      -   0.99992782  x   0.99986693  =   0.99979476
 LG0829
 LG0829|---------------------------------------------------------------------|
 LG0829| PID    Reference Object                     Distance      Geod. Az  |
 LG0829|                                                           dddmmss.s |
 LG0829| CN8800 HOFF RM 1                            58.247 METERS 00525     |
 LG0829| LG0818 JANSEN MUNICIPAL TANK               APPROX.26.1 KM 0384847.0 |
 LG0829| CN8799 HOFF AZ MK                                         1292807.5 |
 LG0829| KF0832 CUBA MUNICIPAL TANK                 APPROX.27.0 KM 2144901.3 |
 LG0829| KF0918 MUNDEN MUNICIPAL TANK               APPROX.24.6 KM 2464125.0 |
 LG0829| KF0826 MAHASKA MUNICIPAL STANDPIPE         APPROX. 6.9 KM 2545049.0 |
 LG0829| KF0828 MAHASKA HIGH SCHOOL SPIRE           APPROX. 6.6 KM 2575719.9 |
 LG0829| CN8801 HOFF RM 2                            47.207 METERS 26752     |
 LG0829| LG0866 CHESTER MUNICIPAL TANK              APPROX.29.4 KM 2720331.8 |
 LG0829| CN8802 HOFF RM 3                            53.691 METERS 27344     |
 LG0829| LG0836 GILEAD ST JOSEPH CHURCH SPIRE       APPROX.19.9 KM 3222547.1 |
 LG0829| LG0827 GILEAD TRINITY LUTH CH SPIRE        APPROX.18.9 KM 3400507.6 |
 LG0829| LG0826 ZION LUTHERAN CHURCH SPIRE          APPROX.17.8 KM 3545827.5 |
 LG0829|---------------------------------------------------------------------|
 LG0829
 LG0829                          SUPERSEDED SURVEY CONTROL
 LG0829
 LG0829  NAD 83(1986)-  40 00 07.28923(N)    097 16 29.79603(W) AD(       ) 1
 LG0829  NAD 27      -  40 00 07.27300(N)    097 16 28.66200(W) AD(       ) 1
 LG0829  NGVD 29 (07/19/86)  486.92   (m)         1597.5    (f) LEVELING    3  
 LG0829
 LG0829.Superseded values are not recommended for survey control.
 LG0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0829.See file dsdata.txt to determine how the superseded data were derived.
 LG0829
 LG0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4725029407(NAD 83)
 LG0829_MARKER: DS = TRIANGULATION STATION DISK
 LG0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0829
 LG0829  HISTORY     - Date     Condition        Report By
 LG0829  HISTORY     - 1935     MONUMENTED       CGS
 LG0829  HISTORY     - 1947     GOOD             CGS
 LG0829  HISTORY     - 1953     GOOD             CGS
 LG0829  HISTORY     - 1962     GOOD             CGS
 LG0829  HISTORY     - 1970     GOOD             NGS
 LG0829
 LG0829                          STATION DESCRIPTION
 LG0829
 LG0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0829'STATION IS LOCATED IN THE SOUTHEAST QUARTER SEC. 35, T. 1 N.,
 LG0829'R. 1 E., ABOUT 1 MILE NORTH AND 4 MILES EAST OF MAHASKA, KANS.
 LG0829'AND 9 MILES SOUTH AND 5 MILES WEST OF FAIRBURY, NEBR. ON THE
 LG0829'NEBRASKA-KANSAS STATE LINE.  MARK IS IN FENCE CORNER 45 FEET WEST
 LG0829'OF CENTERLINE OF NORTH-SOUTH ROAD AND 28 FEET NORTH OF CENTERLINE
 LG0829'OF EAST-WEST ROAD.
 LG0829'
 LG0829'TO REACH FROM MAHASKA, GO SOUTH FROM MAHASKA STATE BANK FOR
 LG0829'0.15 MILE, THEN EAST FOR 4.2 MILES, THEN NORTH 0.95 MILE TO
 LG0829'NEBRASKA-KANSAS STATE LINE, THEN GO EAST 0.05 MILE TO POINT WHERE
 LG0829'ROAD TURNS NORTH AND STATION ON NORTH SIDE OF ROAD.
 LG0829'
 LG0829'REFERENCE MARK NO. 1 IS NORTH OF STATION ALONG FENCE LINE 58.249
 LG0829'METERS (191.12 FEET) DISTANT, AND 20 FEET WEST OF CENTERLINE OF
 LG0829'DIRT ROAD.
 LG0829'
 LG0829'REFERENCE MARK NO. 2 IS WEST OF STATION ALONG FENCE LINE 47.219
 LG0829'METERS (154.92 FEET) DISTANT, AND 20 FEET NORTH OF CENTERLINE
 LG0829'OF DIRT ROAD.
 LG0829'
 LG0829'AZIMUTH MARK IS APPROXIMATELY 1.6 MILES SOUTHEAST OF STATION,
 LG0829'28 FEET NORTH OF CENTERLINE OF ROAD.
 LG0829'
 LG0829'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LG0829
 LG0829                          STATION RECOVERY (1947)
 LG0829
 LG0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0829'THE STATION, REFERENCE MARKS NOS. 1 AND 2,
 LG0829'AND AZIMUTH MARK WERE RECOVERED AND FOUND
 LG0829'TO BE IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH MARK WAS
 LG0829'CHECKED BUT AN APPROXIMATE ERROR OF THREE AND A HALF MINUTES
 LG0829'WAS NOTED IN THE DIRECTION TO THE REFERENCE MARKS.  FOLLOWING IS
 LG0829'A COMPLETE DESCRIPTION.
 LG0829'
 LG0829'THE STATION IS LOCATED ABOUT 4 MILES EAST AND 1 MILE NORTH OF
 LG0829'MAHASKA, KANSAS IN THE SE CORNER OF SECTION 35, T 1 N, R 1 E.
 LG0829'THE MARK, STAMPED HOFF 1935, IS 40 FEET NORTH OF THE CENTER LINE
 LG0829'OF AN EAST-WEST ROAD, 30 FEET WEST OF THE CENTER LINE OF A
 LG0829'NORTH-SOUTH ROAD AND SET FLUSH WITH THE GROUND.
 LG0829'
 LG0829'REFERENCE MARK NO. 1, STAMPED HOFF NO 1 1935, PROJECTS 10 INCHES
 LG0829'AND IS 25 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD.
 LG0829'
 LG0829'REFERENCE MARK NO. 2, STAMPED HOFF NO 2 1935, PROJECTS 4 INCHES
 LG0829'AND IS 16 FEET NORTH OF THE CENTER LINE OF AN EAST WEST ROAD.
 LG0829'
 LG0829'THE AZIMUTH MARK, STAMPED HOFF 1935 AZI, PROJECTS 6 INCHES, IS
 LG0829'3 FEET WEST OF A TELEPHONE POLE, 3 FEET EAST OF A WITNESS POST
 LG0829'AND 28 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD.
 LG0829'
 LG0829'TO REACH THE STATION FROM THE MAHASKA STATE BANK, MAHASKA, KANSAS,
 LG0829'GO SOUTH 0.15 MILE, TURN LEFT, EAST, AND GO 4.2 MILES TO A
 LG0829'CROSSROAD.  AT THE CROSSROAD TURN LEFT, NORTH, AND GO 0.95 MILE
 LG0829'TO A CROSSROAD, TURN RIGHT, EAST AND GO 0.05 MILE TO STATION ON
 LG0829'THE LEFT AT SOUTHEAST CORNER OF FIELD.
 LG0829'
 LG0829'THE AZIMUTH MARK IS REACHED FROM THE MAHASKA STATE BANK,
 LG0829'MAHASKA, KANSAS BY GOING SOUTH 0.15 MILE AND TURNING LEFT, EAST,
 LG0829'FOR 5.25 MILES TO THE MARK ON THE NORTH SIDE OF ROAD NEAR
 LG0829'TELEPHONE POLE.
 LG0829'
 LG0829'A 74 FOOT SIGNAL AT STATION MERIDIAN, 1935 IS VISIBLE AT 40 FEET.
 LG0829'
 LG0829'A 74 FOOT SIGNAL AT STATION GILEAD IS VISIBLE AT 10 FEET.
 LG0829'
 LG0829'A 4 FOOT SIGNAL AT STATION REYNOLDS IS VISIBLE AT 10 FEET.
 LG0829'
 LG0829'A 74 FOOT SIGNAL AT STATION GLAD, 1935 IS VISIBLE AT 20 FEET.
 LG0829'
 LG0829'A 4 FOOT SIGNAL AT STATION NUTTER, 1935 IS VISIBLE AT 10 FEET.
 LG0829'
 LG0829'HEIGHT OF LIGHT ABOVE STATION MARK, 22 METERS.
 LG0829
 LG0829                          STATION RECOVERY (1953)
 LG0829
 LG0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LG0829'STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LG0829'CONDITION, EXCEPT R.M. NO. 2 WHICH WAS ON THE NORTH EDGE OF
 LG0829'ROADBED OF A NEWLY CONSTRUCTED ROAD.  IT WAS REMOVED AND R.M.
 LG0829'NO. 3 WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG0829'
 LG0829'STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHWEST OF FAIRBURY,
 LG0829'NEBRASKA AND 4 AND 1/2 MILES EAST-NORTHEAST OF MAHASKA, KANSAS
 LG0829'ON THE NEBRASKA-KANSAS STATE LINE IN THE SOUTHEAST CORNER OF
 LG0829'SEC. 35, T. 1 N., R. 1 E., 150 FEET EAST OF THE INTERSECTION OF
 LG0829'STATE LINE ROAD AND A ROAD SOUTH, 48 FEET NORTHWEST OF THE
 LG0829'INTERSECTION OF STATE LINE ROAD AND A ROAD NORTH, 42 FEET WEST
 LG0829'OF THE CENTER OF GRADED ROAD, AND 26 FEET NORTH OF THE CENTER
 LG0829'OF STATE LINE ROAD (GRADED).  THE MARK IS FLUSH WITH THE
 LG0829'SURFACE OF THE GROUND AND THE DISK IS STAMPED HOFF 1935.
 LG0829'
 LG0829'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND 24 FEET WEST OF
 LG0829'THE CENTER OF GRADED ROAD.  THE MARK PROJECTS 8 INCHES AND THE
 LG0829'DISK IS STAMPED HOFF NO 1 1935.
 LG0829'
 LG0829'REFERENCE MARK NO. 3 IS WEST OF THE STATION, 40 FEET NORTHWEST
 LG0829'OF THE INTERSECTION OF STATE LINE ROAD AND A ROAD SOUTH, 30 FEET
 LG0829'NORTH OF THE CENTER OF STATE LINE ROAD, AND 2 FEET EAST OF A
 LG0829'POWERLINE GUY POLE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 LG0829'STAMPED HOFF NO 3 1935.
 LG0829'
 LG0829'AZIMUTH MARK IS SOUTHEAST OF THE STATION, 0.2 MILE EAST OF
 LG0829'CROSSROADS, 28 FEET NORTH OF THE CENTER OF GRAVEL ROAD, 3 FEET
 LG0829'WEST OF THE 4TH TELEPHONE POLE EAST OF CROSSROADS, AND 3 FEET
 LG0829'EAST OF WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LG0829'STAMPED HOFF 1935 AZI.
 LG0829'
 LG0829'TO REACH THE STATION FROM THE MAHASKA POST OFFICE, GO SOUTH ON THE
 LG0829'MAIN STREET FOR 0.15 MILE.  TURN LEFT AND GO EAST FOR 4.2 MILES
 LG0829'TO CROSSROADS. TURN LEFT AND GO NORTH FOR 1.0 MILE TO STATE LINE
 LG0829'ROAD AND THE STATION AS DESCRIBED.
 LG0829'
 LG0829'TO REACH THE AZIMUTH MARK FROM THE MAHASKA POST OFFICE, GO SOUTH
 LG0829'FOR 0.15 MILE.  TURN LEFT AND GO EAST FOR 5.4 MILES TO THE AZIMUTH
 LG0829'MARK ON THE LEFT OR NORTH SIDE OF THE ROAD.
 LG0829
 LG0829                          STATION RECOVERY (1962)
 LG0829
 LG0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG0829'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0829'IN GOOD CONDITION.  A NEW STEEL WITNESS POST WAS PLACED 1 FOOT
 LG0829'NORTH OF THE STATION MARK.  THE 1953 RECOVERY NOTE BY GCM IS AN
 LG0829'ADEQUATE DESCRIPTION.
 LG0829
 LG0829                          STATION RECOVERY (1970)
 LG0829
 LG0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0829'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3, AND THE
 LG0829'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG0829'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 LG0829'RECOVERY.
 LG0829'
 LG0829'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 LG0829'
 LG0829'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 LG0829'
 LG0829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES EAST
 LG0829'AND 1 MILE NORTH OF MAHASKA KANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0762 ***********************************************************************
 NN0762  DESIGNATION -  HOGAN
 NN0762  PID         -  NN0762
 NN0762  STATE/COUNTY-  NE/BROWN
 NN0762  USGS QUAD   -  HAGAN LAKE (1982)
 NN0762
 NN0762                         *CURRENT SURVEY CONTROL
 NN0762  ___________________________________________________________________
 NN0762* NAD 83(1995)-  42 21 52.24107(N)    099 42 27.02901(W)     ADJUSTED  
 NN0762* NAVD 88     -       800.     (meters)    2625.     (feet)  SCALED    
 NN0762  ___________________________________________________________________
 NN0762  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 NN0762  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 NN0762
 NN0762  HORZ ORDER  -  SECOND
 NN0762
 NN0762.The horizontal coordinates were established by classical geodetic methods
 NN0762.and adjusted by the National Geodetic Survey in August 1997..
 NN0762
 NN0762.The orthometric height was scaled from a topographic map.
 NN0762
 NN0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0762
 NN0762.The geoid height was determined by GEOID03.
 NN0762
 NN0762;                    North         East     Units Scale Factor Converg.
 NN0762;SPC NE       -   281,076.573   524,088.823   MT  0.99977094   +0 11 37.8
 NN0762;UTM  14      - 4,690,491.187   441,741.317   MT  0.99964176   -0 28 36.4
 NN0762
 NN0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0762!SPC NE       -   0.99987804  x   0.99977094  =   0.99964901
 NN0762!UTM  14      -   0.99987804  x   0.99964176  =   0.99951984
 NN0762
 NN0762|---------------------------------------------------------------------|
 NN0762| PID    Reference Object                     Distance      Geod. Az  |
 NN0762|                                                           dddmmss.s |
 NN0762| CO3703 HOGAN RM 1                           15.555 METERS 13512     |
 NN0762| CO3704 HOGAN RM 2                           13.799 METERS 31519     |
 NN0762| CO3702 HOGAN AZ MK                                        3505427.1 |
 NN0762|---------------------------------------------------------------------|
 NN0762
 NN0762                          SUPERSEDED SURVEY CONTROL
 NN0762
 NN0762  NAD 83(1986)-  42 21 52.24566(N)    099 42 27.04086(W) AD(       ) 2
 NN0762  NAD 27      -  42 21 52.24900(N)    099 42 25.59400(W) AD(       ) 2
 NN0762
 NN0762.Superseded values are not recommended for survey control.
 NN0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0762.See file dsdata.txt to determine how the superseded data were derived.
 NN0762
 NN0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM4174190491(NAD 83)
 NN0762_MARKER: DS = TRIANGULATION STATION DISK
 NN0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0762
 NN0762  HISTORY     - Date     Condition        Report By
 NN0762  HISTORY     - 1949     MONUMENTED       CGS
 NN0762
 NN0762                          STATION DESCRIPTION
 NN0762
 NN0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0762'THE STATION IS LOCATED ABOUT 12.0 MILES SOUTH OF LONG PINE
 NN0762'AND ABOUT 2.0 MILES NORTH AND 1.0 MILE EAST OF HOGAN LAKE ON
 NN0762'THE HIGHEST SAND HILL IN THE IMMEDIATE VICINITY.  IT IS 5.0
 NN0762'FEET SOUTH-SOUTHWEST OF A WITNESS POST, PROJECTS 4 INCHES AND IS
 NN0762'STAMPED HOGAN 1949.
 NN0762'
 NN0762'REFERENCE MARK NO. 1 IS ABOUT 1.0 FOOT BELOW THE ELEVATION OF
 NN0762'THE STATION, PROJECTS 2 INCHES AND IS STAMPED HOGAN NO 1 1949.
 NN0762'
 NN0762'REFERENCE MARK NO. 2 IS ABOUT 1.0 FOOT ABOVE THE ELEVATION
 NN0762'OF THE STATION, PROJECTS 2 INCHES AND IS STAMPED HOGAN NO 2
 NN0762'1949.
 NN0762'
 NN0762'THE AZIMUTH MARK IS 35.0 FEET WEST OF THE CENTER OF STATE ROUTE
 NN0762'NO. 55, 5.0 FEET WEST OF A TELEPHONE POLE AND 1.5 FEET WEST
 NN0762'OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED HOGAN
 NN0762'1949.
 NN0762'
 NN0762'TO REACH THE STATION FROM THE POST OFFICE IN LONG PINE, GO
 NN0762'NORTH ON THE MAIN STREET FOR 0.1 OF A MILE TO STATE ROUTE NO. 55,
 NN0762'HERE TURN RIGHT ON STATE ROUTE NO 55 AND GO EASTERLY FOR
 NN0762'0.4 OF A MILE TO A FORK JUST AFTER PASSING THROUGH AN UNDERPASS,
 NN0762'HERE TAKE THE RIGHT FORK WHICH IS STATE ROUTE NO. 55 AND GO
 NN0762'SOUTHERLY FOR 11.35 MILES TO A FORK, TAKE LEFT FORK (AZIMUTH
 NN0762'MARK ON THE RIGHT AS DESCRIBED) AND GO 1.85 MILES TO A DRIVEWAY
 NN0762'AND THREE MAIL BOXES ON THE LEFT AND A WIRE GATE ON THE RIGHT,
 NN0762'TURN RIGHT THROUGH WIRE GATE AND TAKE THE RIGHT FORK OF A
 NN0762'TRACK ROAD WEST-NORTHWEST FOR 0.65 OF A MILE TO A WIRE GATE
 NN0762'JUST WEST OF A WINDMILL, PASS THROUGH WIRE GATE AND CROSS
 NN0762'THROUGH LOOSE SAND AREA, BEAR RIGHT AND CONTINUE NORTHEAST
 NN0762'FOR 0.5 OF A MILE TO A FENCE CORNER AT THE SOUTHEAST
 NN0762'CORNER OF A PASTURE, THEN BEAR RIGHT AND PICK WAY ACROSS
 NN0762'PASTURE NORTHEASTERLY FOR 0.4 OF A MILE TO THE HIGHEST POINT
 NN0762'AND THE STATION AS DESCRIBED.
 NN0762'
 NN0762'A 4 FOOT SIGNAL AT STATION CALAMUS 1934 IS VISIBLE AT 4 FEET.
 NN0762'
 NN0762'AN 87 FOOT SIGNAL AT STATION PARKS IS VISIBLE AT 4 FEET.
 NN0762'
 NN0762'A 6 FOOT SIGNAL AT STATION SELDEN 1934 IS VISIBLE AT 4 FEET.
 NN0762'
 NN0762'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0418 ***********************************************************************
 LJ0418  DESIGNATION -  HOLBROOK MUNICIPAL TANK
 LJ0418  PID         -  LJ0418
 LJ0418  STATE/COUNTY-  NE/FURNAS
 LJ0418  USGS QUAD   -  HOLBROOK (1958)
 LJ0418
 LJ0418                         *CURRENT SURVEY CONTROL
 LJ0418  ___________________________________________________________________
 LJ0418* NAD 83(1995)-  40 18 16.07746(N)    100 00 18.88699(W)     ADJUSTED  
 LJ0418* NAVD 88     -                                                        
 LJ0418  ___________________________________________________________________
 LJ0418  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 LJ0418  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 LJ0418
 LJ0418  HORZ ORDER  -  THIRD
 LJ0418
 LJ0418.The horizontal coordinates were established by classical geodetic methods
 LJ0418.and adjusted by the National Geodetic Survey in August 1997..
 LJ0418
 LJ0418
 LJ0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0418
 LJ0418.The geoid height was determined by GEOID03.
 LJ0418
 LJ0418;                    North         East     Units Scale Factor Converg.
 LJ0418;SPC NE       -    52,311.228   499,554.042   MT  0.99987622   -0 00 12.5
 LJ0418;UTM  14      - 4,462,035.625   414,574.062   MT  0.99968983   -0 39 01.0
 LJ0418
 LJ0418                          SUPERSEDED SURVEY CONTROL
 LJ0418
 LJ0418  NAD 83(1986)-  40 18 16.08286(N)    100 00 18.89034(W) AD(       ) 4
 LJ0418  NAD 27      -  40 18 16.05600(N)    100 00 17.42400(W) AD(       ) 3
 LJ0418
 LJ0418.Superseded values are not recommended for survey control.
 LJ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0418.See file dsdata.txt to determine how the superseded data were derived.
 LJ0418
 LJ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1457462036(NAD 83)
 LJ0418_MARKER: 53 = ELEVATED TANK
 LJ0418
 LJ0418  HISTORY     - Date     Condition        Report By
 LJ0418  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0418
 LJ0418                          STATION DESCRIPTION
 LJ0418
 LJ0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0418'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE TOWN OF
 LJ0418'HOLBROOK AND 84 FEET EAST OF THE CENTER OF A T ROAD INTERSECTION.
 LJ0418'
 LJ0418'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 LJ0418'OVERALL HEIGHT IS 110 FEET.
 LJ0418'
 LJ0418'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0675 ***********************************************************************
 LH0675  DESIGNATION -  HOLDREGE
 LH0675  PID         -  LH0675
 LH0675  STATE/COUNTY-  NE/PHELPS
 LH0675  USGS QUAD   -  HOLDREGE EAST (1970)
 LH0675
 LH0675                         *CURRENT SURVEY CONTROL
 LH0675  ___________________________________________________________________
 LH0675* NAD 83(1986)-  40 26 19.     (N)    099 22 10.     (W)     SCALED    
 LH0675* NAVD 88     -       712.065  (meters)    2336.17   (feet)  ADJUSTED  
 LH0675  ___________________________________________________________________
 LH0675  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 LH0675  DYNAMIC HT  -         711.625 (meters)    2334.72  (feet)  COMP
 LH0675  MODELED GRAV-     979,984.4   (mgal)                       NAVD 88
 LH0675
 LH0675  VERT ORDER  -  SECOND    CLASS 0
 LH0675
 LH0675.The horizontal coordinates were scaled from a topographic map and have
 LH0675.an estimated accuracy of +/- 6 seconds.
 LH0675
 LH0675.The orthometric height was determined by differential leveling
 LH0675.and adjusted by the National Geodetic Survey in June 1991..
 LH0675
 LH0675.The geoid height was determined by GEOID03.
 LH0675
 LH0675.The dynamic height is computed by dividing the NAVD 88
 LH0675.geopotential number by the normal gravity value computed on the
 LH0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0675.degrees latitude (g = 980.6199 gals.).
 LH0675
 LH0675.The modeled gravity was interpolated from observed gravity values.
 LH0675
 LH0675;                    North         East    Units  Estimated Accuracy
 LH0675;SPC NE       -    67,400.      553,490.      MT  (+/- 180 meters Scaled)
 LH0675
 LH0675                          SUPERSEDED SURVEY CONTROL
 LH0675
 LH0675  NGVD 29 (??/??/92)  711.788  (m)         2335.26   (f) ADJ UNCH    2 0
 LH0675
 LH0675.Superseded values are not recommended for survey control.
 LH0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0675.See file dsdata.txt to determine how the superseded data were derived.
 LH0675
 LH0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK686765(NAD 83)
 LH0675_MARKER: DB = BENCH MARK DISK
 LH0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0675_SP_SET: STEP
 LH0675_STAMPING: HOLDREGE 1934
 LH0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0675
 LH0675  HISTORY     - Date     Condition        Report By
 LH0675  HISTORY     - 1934     MONUMENTED       CGS
 LH0675  HISTORY     - 1938     GOOD             NGS
 LH0675
 LH0675                          STATION DESCRIPTION
 LH0675
 LH0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LH0675'AT HOLDREGE.
 LH0675'AT HOLDREGE, PHELPS COUNTY, AT THE WEST ENTRANCE TO THE POST
 LH0675'OFFICE, AT THE SOUTH END OF THE FIRST LANDING, AND IN A CONCRETE
 LH0675'STEP.  A STANDARD DISK, STAMPED HOLDREGE 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1374 ***********************************************************************
 LH1374  DESIGNATION -  HOLDREGE
 LH1374  PID         -  LH1374
 LH1374  STATE/COUNTY-  NE/PHELPS
 LH1374  USGS QUAD   -  HOLDREGE WEST (1970)
 LH1374
 LH1374                         *CURRENT SURVEY CONTROL
 LH1374  ___________________________________________________________________
 LH1374* NAD 83(1995)-  40 26 15.83026(N)    099 23 23.66313(W)     ADJUSTED  
 LH1374* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 LH1374  ___________________________________________________________________
 LH1374  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 LH1374  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 LH1374
 LH1374  HORZ ORDER  -  SECOND
 LH1374
 LH1374.The horizontal coordinates were established by classical geodetic methods
 LH1374.and adjusted by the National Geodetic Survey in August 1997..
 LH1374
 LH1374.The orthometric height was scaled from a topographic map.
 LH1374
 LH1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1374
 LH1374.The geoid height was determined by GEOID03.
 LH1374
 LH1374;                    North         East     Units Scale Factor Converg.
 LH1374;SPC NE       -    67,289.589   551,754.863   MT  0.99983073   +0 24 15.5
 LH1374;UTM  14      - 4,476,415.862   466,931.156   MT  0.99961346   -0 15 10.5
 LH1374
 LH1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1374!SPC NE       -   0.99989249  x   0.99983073  =   0.99972323
 LH1374!UTM  14      -   0.99989249  x   0.99961346  =   0.99950599
 LH1374
 LH1374|---------------------------------------------------------------------|
 LH1374| PID    Reference Object                     Distance      Geod. Az  |
 LH1374|                                                           dddmmss.s |
 LH1374| CN8803 HOLDREGE RM 1                        43.872 METERS 04602     |
 LH1374| LH1592 HOLDREGE RM 3                        22.875 METERS 07412     |
 LH1374| LH1590 HOLDREGE AZ MK                      APPROX. 0.5 KM 2380623.7 |
 LH1374| LH1538 HOLDREGE 2                           12.865 METERS 29853     |
 LH1374| LH1593 HOLDREGE RM 4                        43.020 METERS 31937     |
 LH1374| CN8804 HOLDREGE RM 2                        41.197 METERS 32457     |
 LH1374|---------------------------------------------------------------------|
 LH1374
 LH1374                          SUPERSEDED SURVEY CONTROL
 LH1374
 LH1374  NAD 83(1986)-  40 26 15.83591(N)    099 23 23.66431(W) AD(       ) 2
 LH1374  NAD 27      -  40 26 15.79900(N)    099 23 22.30000(W) AD(       ) 2
 LH1374
 LH1374.Superseded values are not recommended for survey control.
 LH1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1374.See file dsdata.txt to determine how the superseded data were derived.
 LH1374
 LH1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6693176416(NAD 83)
 LH1374_MARKER: DS = TRIANGULATION STATION DISK
 LH1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1374_SP_SET: CONCRETE POST
 LH1374_STAMPING: HOLDREGE 1951
 LH1374_MARK LOGO: CGS   
 LH1374_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1374+STABILITY: SURFACE MOTION
 LH1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1374+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH1374
 LH1374  HISTORY     - Date     Condition        Report By
 LH1374  HISTORY     - 1951     MONUMENTED       CGS
 LH1374  HISTORY     - 1951     GOOD             CGS
 LH1374  HISTORY     - 1966     GOOD             CGS
 LH1374  HISTORY     - 19820317 SEE DESCRIPTION  NGS
 LH1374  HISTORY     - 20060513 GOOD             GEOCAC
 LH1374
 LH1374                          STATION DESCRIPTION
 LH1374
 LH1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1374'THE STATION IS LOCATED ABOUT 1.0 MILE WEST OF THE BUSINESS
 LH1374'DISTRICT OF HOLDREGE ON THE ROAD RIGHT-OF-WAY NEAR THE EAST END
 LH1374'OF A TRIANGULAR PLOT OF GROUND FORMED BY A FORK IN THE ROAD,
 LH1374'51 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD AND 36 FEET
 LH1374'NORTH OF THE CENTER OF U.S. HIGHWAYS 34 AND 6.  IT IS STAMPED
 LH1374'HOLDREGE 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LH1374'
 LH1374'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 39 FEET NORTH
 LH1374'OF THE CENTER OF AN EAST-WEST ROAD AND 12 FEET NORTH OF A
 LH1374'TELEPHONE POLE.  IT IS STAMPED HOLDREGE NO 1 1951 AND PROJECTS 2
 LH1374'INCHES.
 LH1374'
 LH1374'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 45 FEET NORTH
 LH1374'OF THE CENTER OF AN EAST-WEST ROAD AND 3 FEET EAST OF A TELEPHONE
 LH1374'POLE.  IT IS STAMPED HOLDREGE NO 2 1951 AND PROJECTS 2 INCHES.
 LH1374'
 LH1374'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 181.52 FEET.
 LH1374'
 LH1374'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 42 FEET WEST OF THE
 LH1374'CENTER OF U.S. HIGHWAYS 34 AND 6, 38 FEET NORTH OF THE NORTH
 LH1374'RAIL OF RAILROAD TRACK AND 2 FEET SOUTHEAST OF A FENCE CORNER.
 LH1374'IT IS STAMPED HOLDREGE 1951 AND PROJECTS 3 INCHES.
 LH1374'
 LH1374'TO REACH THE STATION FROM THE INTERSECTION JUST SOUTHWEST OF THE POST
 LH1374'OFFICE IN HOLDREGE, GO SOUTH FOR 1 BLOCK TO AN INTERSECTION, TURN
 LH1374'RIGHT AND GO WEST ON U.S. HIGHWAYS 34 AND 6 FOR 1.0 MILE TO A FORK
 LH1374'AND STATION JUST WEST AS DESCRIBED.  (TAKE LEFT FORK AND GO
 LH1374'SOUTHWEST ON U.S. HIGHWAYS 34 AND 6 FOR 0.35 MILE TO AZIMUTH MARK
 LH1374'ON RIGHT AS DESCRIBED.)
 LH1374'
 LH1374'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LH1374
 LH1374                          STATION RECOVERY (1951)
 LH1374
 LH1374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1374'RECOVERED IN GOOD CONDITION.
 LH1374
 LH1374                          STATION RECOVERY (1966)
 LH1374
 LH1374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1374'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 LH1374'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 LH1374'2 HAVE BEEN DESTROYED WHEN THE RIGHT-OF-WAY WAS EXTENDED.
 LH1374'
 LH1374'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 LH1374'
 LH1374'FOLLOWING IS A TO REACH FOR THE STATION AND NOTES FOR ALL MARKS.
 LH1374'
 LH1374'TO REACH THE STATION FROM THE INTERSECTION JUST SOUTHWEST OF THE
 LH1374'POST OFFICE IN HOLDREGE, GO SOUTH FOR 1 BLOCK TO AN INTERSECTION.
 LH1374'TURN RIGHT AND GO WEST ON U.S. HIGHWAYS 6 AND 34 FOR 1.0 MILE TO
 LH1374'A FORK AND THE STATION IN A GRASSY PLOT OF LAND BETWEEN THE
 LH1374'HIGHWAY AND A SURFACED ROAD LEADING WEST.  (TAKE THE LEFT FORK
 LH1374'AND GO SOUTHWEST ON U.S. HIGHWAYS 6 AND 34 FOR 0.35 MILE TO THE
 LH1374'AZIMUTH MARK ON THE RIGHT.)
 LH1374'
 LH1374'STATION MARK, A STANDARD DISK STAMPED HOLDREGE 1951.  THE SURFACE
 LH1374'DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH 1 INCH
 LH1374'BELOW THE SURFACE OF THE GROUND.  IT IS 56.5 FEET SOUTH OF THE
 LH1374'CENTER OF THE EAST-WEST SURFACED ROAD, 39 FEET NORTH OF THE
 LH1374'CENTERLINE OF U.S. HIGHWAYS 6 AND 34, 15 FEET WEST OF A POWERLINE
 LH1374'POLE, AND 1 FOOT NORTH OF A METAL STAKE.  THE UNDERGROUND MARK
 LH1374'WAS NOT INSPECTED.
 LH1374'
 LH1374'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HOLDREGE NO 3 1951,
 LH1374'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 LH1374'THE SURFACE OF THE GROUND.  IT IS 39.5 FEET NORTH OF THE
 LH1374'CENTERLINE OF U.S. HIGHWAYS 6 AND 34, 36.5 FEET SOUTH OF THE
 LH1374'CENTER OF THE SURFACED ROAD, AND 1.5 FEET WEST OF A POLE WITH A
 LH1374'STREET LIGHT.
 LH1374'
 LH1374'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HOLDREGE NO 4
 LH1374'1951, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 LH1374'WITH THE SURFACE OF THE GROUND.  IT IS 51 FEET NORTH OF THE
 LH1374'CENTER OF THE SURFACED ROAD, 25 FEET WEST OF THE CENTER OF THE
 LH1374'EAST DRIVEWAY LEADING TO THE HOLDREGE VETERINARY CLINIC, AND 2.5
 LH1374'FEET SOUTHEAST OF THE SOUTH POLE WHICH SUPPORTS A SIGN FOR
 LH1374'THE CLINIC.
 LH1374'
 LH1374'AZIMUTH MARK, A STANDARD DISK STAMPED HOLDREGE 1951, IS SET IN
 LH1374'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 LH1374'42 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAYS 6 AND 34,
 LH1374'38 FEET NORTHEAST OF THE NORTH RAIL OF A RAILROAD TRACK, AND 2
 LH1374'FEET SOUTH OF A CONCRETE CORNER FENCE POST.
 LH1374'
 LH1374'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE
 LH1374'WEST OF HOLDREGE.
 LH1374
 LH1374                          STATION RECOVERY (1982)
 LH1374
 LH1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LH1374'THE SURFACE STATION MARK, REFERENCE MARKS 3,4 AND THE AZIMUTH MARK
 LH1374'WERE RECOVERED IN GOOD CONDITION, HOWEVER, REFERENCE MARK 4 WAS
 LH1374'OBSTRUCTED BY A TREE.  THE STATION MARKS, REFERENCE MARK 3 AND THE
 LH1374'AZIMUTH MARK WILL BE BURIED UNDER FILL AND PAVEMENT DURING HIGHWAY
 LH1374'CONSTRUCTION ALONG U.S. HIGHWAY 6 AND 34.  STATION HOLDREGE 2, A
 LH1374'REFERENCE MARK 5 AND HOLDREGE 2 AZIMUTH MARK WERE ESTABLISHED AFTER
 LH1374'THE STATION WAS VERIFIED.  FOR FURTHER DETAILS, SEE THE DESCRIPTIONS
 LH1374'THEREOF.
 LH1374
 LH1374                          STATION RECOVERY (2006)
 LH1374
 LH1374'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1374'REFERENCE MARK NO. 4 IS 2.5 FEET SOUTHEAST OF THE SOUTH POLE OF A SIGN
 LH1374'FOR THE POST ROCK GAS CO., AND AT HANDHLED COORDINATES N40-26-16.86
 LH1374'W099-23-24.90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1538 ***********************************************************************
 LH1538  DESIGNATION -  HOLDREGE 2
 LH1538  PID         -  LH1538
 LH1538  STATE/COUNTY-  NE/PHELPS
 LH1538  USGS QUAD   -  HOLDREGE WEST (1970)
 LH1538
 LH1538                         *CURRENT SURVEY CONTROL
 LH1538  ___________________________________________________________________
 LH1538* NAD 83(1995)-  40 26 16.03171(N)    099 23 24.14109(W)     ADJUSTED  
 LH1538* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 LH1538  ___________________________________________________________________
 LH1538  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 LH1538  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 LH1538
 LH1538  HORZ ORDER  -  THIRD
 LH1538
 LH1538.The horizontal coordinates were established by classical geodetic methods
 LH1538.and adjusted by the National Geodetic Survey in August 1997..
 LH1538
 LH1538.The orthometric height was scaled from a topographic map.
 LH1538
 LH1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1538
 LH1538.The geoid height was determined by GEOID03.
 LH1538
 LH1538;                    North         East     Units Scale Factor Converg.
 LH1538;SPC NE       -    67,295.722   551,743.557   MT  0.99983071   +0 24 15.2
 LH1538;UTM  14      - 4,476,422.123   466,919.923   MT  0.99961347   -0 15 10.8
 LH1538
 LH1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1538!SPC NE       -   0.99989250  x   0.99983071  =   0.99972323
 LH1538!UTM  14      -   0.99989250  x   0.99961347  =   0.99950601
 LH1538
 LH1538|---------------------------------------------------------------------|
 LH1538| PID    Reference Object                     Distance      Geod. Az  |
 LH1538|                                                           dddmmss.s |
 LH1538| LH1589 HOLDREGE 2 RM 5                                    03441     |
 LH1538| LH1374 HOLDREGE                             12.865 METERS 11853     |
 LH1538| LH1590 HOLDREGE AZ MK                      APPROX. 0.5 KM 2365032.9 |
 LH1538| LH1539 HOLDREGE 2 AZ MK                    APPROX. 0.5 KM 2373549.7 |
 LH1538| LH1593 HOLDREGE RM 4                                      32758     |
 LH1538|---------------------------------------------------------------------|
 LH1538
 LH1538                          SUPERSEDED SURVEY CONTROL
 LH1538
 LH1538  NAD 83(1986)-  40 26 16.03735(N)    099 23 24.14225(W) AD(       ) 3
 LH1538
 LH1538.Superseded values are not recommended for survey control.
 LH1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1538.See file dsdata.txt to determine how the superseded data were derived.
 LH1538
 LH1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6692076422(NAD 83)
 LH1538_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1538_SP_SET: CONCRETE POST
 LH1538_STAMPING: HOLDREGE 2 1982
 LH1538_MARK LOGO: NGS   
 LH1538_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1538+STABILITY: SURFACE MOTION
 LH1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1538+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH1538
 LH1538  HISTORY     - Date     Condition        Report By
 LH1538  HISTORY     - 1982     MONUMENTED       NGS
 LH1538  HISTORY     - 20060513 GOOD             GEOCAC
 LH1538
 LH1538                          STATION DESCRIPTION
 LH1538
 LH1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LH1538'THE STATION IS LOCATED AT THE WEST EDGE OF HOLDREGE, JUST WEST OF THE
 LH1538'JUNCTION OF U.S. HIGHWAY 6 AND 34 WITH STATE HIGHWAY 23 AND IS ON
 LH1538'DEPARTMENT OF ROADS PROPERTY.  THE OFFICE IS JUST WEST FROM THE
 LH1538'STATION.
 LH1538'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183, 6 AND 34,
 LH1538'IN HOLDREGE, GO WEST ON HIGHWAY 6 AND 34 FOR 0.72 KM (0.45 MI) TO
 LH1538'WHERE THE HIGHWAYS CURVE SOUTHWEST AT THE JUNCTION WITH STATE HIGHWAY
 LH1538'23. CONTINUE WEST ON HIGHWAY 23 FOR 0.08 KM (0.05 MI) TO THE STATION
 LH1538'ON THE LEFT.
 LH1538'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1538'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 3.5 FT
 LH1538'(1.1 M) BELOW THE GROUND SURFACE.  THE MARKS ARE 21.1 M (69.2 FT)
 LH1538'NORTHWEST FROM THE CENTERLINE OF THE U.S. HIGHWAY, 42.82 M
 LH1538'(140.49 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A BRICK BUILDING,
 LH1538'11.0 M (36.1 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY 23 AND 0.38 M
 LH1538'(1.25 FT) EAST FROM A WITNESS POST.
 LH1538
 LH1538                          STATION RECOVERY (2006)
 LH1538
 LH1538'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1538'THE STATION IS LOCATED IMMEDIATELY NORTHWEST OF US HIGHWAY 34 AND 6 AT
 LH1538'THE POINT WHERE THE WESTBOUND LANE OF STATE HIGHWAY 23 SPLITS OFF
 LH1538'WESTWARD, AND IMMEDIATELY NORTH A SERVICE ROAD THAT FORMERLY SERVED AS
 LH1538'THE WESTBOUND LANE OF STATE HIGHWAY 23.  THE STATION IS 36.1 FEET
 LH1538'NORTH OF THE CENTERLINE OF THE SERVICE ROAD.  TO REACH THE STATION
 LH1538'FROM THE JUNCTION OF US HIGHWAYS 183, 6 AND 34 IN HOLDREGE, GO WEST ON
 LH1538'US HIGHWAY 34 AND 6 FOR O.4 MILES TO BROADWAY AVE.  TURN RIGHT AND GO
 LH1538'NORTH ON BROADWAY AVE FOR ABOUT 50 YARDS TO THE SERVICE ROAD ON
 LH1538'THE LEFT.  TURN LEFT AND GO WEST ON THE SERVICE ROAD FOR ABOUT 250
 LH1538'YARDS TO A BRICK BUILDING ON THE RIGHT AND THE STATION ON THE LEFT.
 LH1538'THE STATION IS RECESSED 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1539 ***********************************************************************
 LH1539  DESIGNATION -  HOLDREGE 2 AZ MK
 LH1539  PID         -  LH1539
 LH1539  STATE/COUNTY-  NE/PHELPS
 LH1539  USGS QUAD   -  HOLDREGE WEST (1970)
 LH1539
 LH1539                         *CURRENT SURVEY CONTROL
 LH1539  ___________________________________________________________________
 LH1539* NAD 83(1995)-  40 26 07.26166(N)    099 23 42.22389(W)     ADJUSTED  
 LH1539* NAVD 88     -       711.     (meters)    2333.     (feet)  SCALED    
 LH1539  ___________________________________________________________________
 LH1539  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 LH1539  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 LH1539
 LH1539  HORZ ORDER  -  THIRD
 LH1539
 LH1539.The horizontal coordinates were established by classical geodetic methods
 LH1539.and adjusted by the National Geodetic Survey in August 1997..
 LH1539
 LH1539.The orthometric height was scaled from a topographic map.
 LH1539
 LH1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1539
 LH1539.The geoid height was determined by GEOID03.
 LH1539
 LH1539;                    North         East     Units Scale Factor Converg.
 LH1539;SPC NE       -    67,022.266   551,319.350   MT  0.99983149   +0 24 03.2
 LH1539;UTM  14      - 4,476,153.608   466,492.701   MT  0.99961382   -0 15 22.4
 LH1539
 LH1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1539!SPC NE       -   0.99989231  x   0.99983149  =   0.99972382
 LH1539!UTM  14      -   0.99989231  x   0.99961382  =   0.99950618
 LH1539
 LH1539:                Primary Azimuth Mark                     Grid Az
 LH1539:SPC NE       -  HOLDREGE 2                               057 11 34.8
 LH1539:UTM  14      -  HOLDREGE 2                               057 51 00.4
 LH1539
 LH1539|---------------------------------------------------------------------|
 LH1539| PID    Reference Object                     Distance      Geod. Az  |
 LH1539|                                                           dddmmss.s |
 LH1539| LH1538 HOLDREGE 2                          APPROX. 0.5 KM 0573538.0 |
 LH1539| LH1590 HOLDREGE AZ MK                        7.868 METERS 17910     |
 LH1539|---------------------------------------------------------------------|
 LH1539
 LH1539                          SUPERSEDED SURVEY CONTROL
 LH1539
 LH1539  NAD 83(1986)-  40 26 07.26731(N)    099 23 42.22504(W) AD(       ) 3
 LH1539
 LH1539.Superseded values are not recommended for survey control.
 LH1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1539.See file dsdata.txt to determine how the superseded data were derived.
 LH1539
 LH1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6649376154(NAD 83)
 LH1539_MARKER: DZ = AZIMUTH MARK DISK
 LH1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1539_SP_SET: CONCRETE POST
 LH1539_STAMPING: HOLDREGE 2 1982
 LH1539_MARK LOGO: NGS   
 LH1539_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1539+STABILITY: SURFACE MOTION
 LH1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1539+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH1539
 LH1539  HISTORY     - Date     Condition        Report By
 LH1539  HISTORY     - 1982     MONUMENTED       NGS
 LH1539  HISTORY     - 20060513 GOOD             GEOCAC
 LH1539
 LH1539                          STATION DESCRIPTION
 LH1539
 LH1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LH1539'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHWEST FROM HOLDREGE,
 LH1539'AT THE CROSSING OF A RAILROAD TRACK ON U.S. HIGHWAY 6, 34 AND ON THE
 LH1539'WEST RIGHT-OF-WAY OF THE HIGHWAY.
 LH1539'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183, 6 AND 34,
 LH1539'IN HOLDREGE, GO WEST ON HIGHWAY 6, 34 FOR 0.72 KM (0.45 MI) TO STATE
 LH1539'HIGHWAY 23.  BEAR LEFT AND GO SOUTHWEST ON HIGHWAY 6, 34 FOR 0.51 KM
 LH1539'(0.32 MI) TO THE RAILROAD CROSSING AND THE MARK ON THE RIGHT.
 LH1539'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LH1539'PROJECTS 8 CM ABOVE THE GROUND.  THE UNDERGROUND MARK IS RECESSED 0.9
 LH1539'M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 20.89 M
 LH1539'(68.54 FT) NORTH FROM THE NORTH RAIL OF THE TRACKS, 19.8 WEST FROM
 LH1539'THE CENTERLINE OF THE HIGHWAY AND 0.40 M (1.31 FT) SOUTH FROM A
 LH1539'WITNESS POST.
 LH1539
 LH1539                          STATION RECOVERY (2006)
 LH1539
 LH1539'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1590 ***********************************************************************
 LH1590  DESIGNATION -  HOLDREGE AZ MK
 LH1590  PID         -  LH1590
 LH1590  STATE/COUNTY-  NE/PHELPS
 LH1590  USGS QUAD   -  HOLDREGE WEST (1970)
 LH1590
 LH1590                         *CURRENT SURVEY CONTROL
 LH1590  ___________________________________________________________________
 LH1590* NAD 83(1995)-  40 26 07.00661(N)    099 23 42.21901(W)     ADJUSTED  
 LH1590* NAVD 88     -       711.     (meters)    2333.     (feet)  SCALED    
 LH1590  ___________________________________________________________________
 LH1590  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 LH1590  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 LH1590
 LH1590  HORZ ORDER  -  THIRD
 LH1590
 LH1590.The horizontal coordinates were established by classical geodetic methods
 LH1590.and adjusted by the National Geodetic Survey in August 1997..
 LH1590
 LH1590.The orthometric height was scaled from a topographic map.
 LH1590
 LH1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1590
 LH1590.The geoid height was determined by GEOID03.
 LH1590
 LH1590;                    North         East     Units Scale Factor Converg.
 LH1590;SPC NE       -    67,014.402   551,319.520   MT  0.99983152   +0 24 03.2
 LH1590;UTM  14      - 4,476,145.744   466,492.781   MT  0.99961382   -0 15 22.4
 LH1590
 LH1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1590!SPC NE       -   0.99989230  x   0.99983152  =   0.99972384
 LH1590!UTM  14      -   0.99989230  x   0.99961382  =   0.99950616
 LH1590
 LH1590:                Primary Azimuth Mark                     Grid Az
 LH1590:SPC NE       -  HOLDREGE 2                               056 26 17.9
 LH1590:UTM  14      -  HOLDREGE 2                               057 05 43.5
 LH1590
 LH1590|---------------------------------------------------------------------|
 LH1590| PID    Reference Object                     Distance      Geod. Az  |
 LH1590|                                                           dddmmss.s |
 LH1590| LH1538 HOLDREGE 2                          APPROX. 0.5 KM 0565021.1 |
 LH1590| LH1539 HOLDREGE 2 AZ MK                      7.868 METERS 35910     |
 LH1590|---------------------------------------------------------------------|
 LH1590
 LH1590                          SUPERSEDED SURVEY CONTROL
 LH1590
 LH1590  NAD 83(1986)-  40 26 07.01227(N)    099 23 42.22017(W) AD(       ) 3
 LH1590
 LH1590.Superseded values are not recommended for survey control.
 LH1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1590.See file dsdata.txt to determine how the superseded data were derived.
 LH1590
 LH1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6649376146(NAD 83)
 LH1590_MARKER: DZ = AZIMUTH MARK DISK
 LH1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1590_SP_SET: CONCRETE POST
 LH1590_STAMPING: HOLDREGE 1951
 LH1590_MARK LOGO: CGS   
 LH1590_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1590+STABILITY: SURFACE MOTION
 LH1590
 LH1590  HISTORY     - Date     Condition        Report By
 LH1590  HISTORY     - 1951     MONUMENTED       CGS
 LH1590  HISTORY     - 19820317 SEE DESCRIPTION  NGS
 LH1590
 LH1590                          STATION DESCRIPTION
 LH1590
 LH1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LH1590'THE MARK WAS RECOVERED IN GOOD CONDITION BUT IT WILL BE COVERED WITH
 LH1590'FILL AND PAVEMENT DURING ROAD CONSTRUCTION ALONG U.S. HIGHWAY 6 AND
 LH1590'34 AND WILL NO LONGER BE ACCESIBLE.  IT HAS BEEN REPLACED WITH
 LH1590'HOLDREGE 2 AZ MK.  FOR FURTHER DETAILS SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1369 ***********************************************************************
 LH1369  DESIGNATION -  HOLDREGE MUNICIPAL STANDPIPE
 LH1369  PID         -  LH1369
 LH1369  STATE/COUNTY-  NE/PHELPS
 LH1369  USGS QUAD   -  HOLDREGE EAST (1970)
 LH1369
 LH1369                         *CURRENT SURVEY CONTROL
 LH1369  ___________________________________________________________________
 LH1369* NAD 83(1995)-  40 26 03.87788(N)    099 22 07.41299(W)     ADJUSTED  
 LH1369* NAVD 88     -                                                        
 LH1369  ___________________________________________________________________
 LH1369  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 LH1369  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 LH1369
 LH1369  HORZ ORDER  -  THIRD
 LH1369
 LH1369.The horizontal coordinates were established by classical geodetic methods
 LH1369.and adjusted by the National Geodetic Survey in August 1997..
 LH1369
 LH1369
 LH1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1369
 LH1369.The geoid height was determined by GEOID03.
 LH1369
 LH1369;                    North         East     Units Scale Factor Converg.
 LH1369;SPC NE       -    66,933.886   553,554.295   MT  0.99983180   +0 25 06.0
 LH1369;UTM  14      - 4,476,039.620   468,725.996   MT  0.99961204   -0 14 20.9
 LH1369
 LH1369                          SUPERSEDED SURVEY CONTROL
 LH1369
 LH1369  NAD 83(1986)-  40 26 03.88318(N)    099 22 07.41332(W) AD(       ) 4
 LH1369  NAD 27      -  40 26 03.84700(N)    099 22 06.05400(W) AD(       ) 3
 LH1369
 LH1369.Superseded values are not recommended for survey control.
 LH1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1369.See file dsdata.txt to determine how the superseded data were derived.
 LH1369
 LH1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6872676040(NAD 83)
 LH1369_MARKER: 52 = STANDPIPE TANK
 LH1369
 LH1369  HISTORY     - Date     Condition        Report By
 LH1369  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1369  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH1369
 LH1369                          STATION DESCRIPTION
 LH1369
 LH1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1369'THE STATION IS LOCATED IN THE SOUTH-CENTRAL PART OF HOLDREGE.
 LH1369'IT IS 90.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH STREET.
 LH1369'IT IS A CYLINDRICAL STEEL STRUCTURE WITH A FLAT TOP ROOF.  IT
 LH1369'IS 12.0 FEET IN DIAMETER AND HAS AN OVERALL HEIGHT OF 115.0 FEET.
 LH1369'
 LH1369'THE TOP AND CENTER OF THE STANDPIPE WAS OBSERVED.
 LH1369
 LH1369                          STATION RECOVERY (2006)
 LH1369
 LH1369'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1369'THERE IS NO STANDPIPE AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1375 ***********************************************************************
 LH1375  DESIGNATION -  HOLDREGE SAFE PATROL RAD MAST
 LH1375  PID         -  LH1375
 LH1375  STATE/COUNTY-  NE/PHELPS
 LH1375  USGS QUAD   -  HOLDREGE WEST (1970)
 LH1375
 LH1375                         *CURRENT SURVEY CONTROL
 LH1375  ___________________________________________________________________
 LH1375* NAD 83(1995)-  40 27 03.77766(N)    099 23 53.80007(W)     ADJUSTED  
 LH1375* NAVD 88     -                                                        
 LH1375  ___________________________________________________________________
 LH1375  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 LH1375  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 LH1375
 LH1375  HORZ ORDER  -  THIRD
 LH1375
 LH1375.The horizontal coordinates were established by classical geodetic methods
 LH1375.and adjusted by the National Geodetic Survey in August 1997..
 LH1375
 LH1375
 LH1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1375
 LH1375.The geoid height was determined by GEOID03.
 LH1375
 LH1375;                    North         East     Units Scale Factor Converg.
 LH1375;SPC NE       -    68,763.277   551,034.431   MT  0.99982647   +0 23 55.5
 LH1375;UTM  14      - 4,477,897.397   466,227.826   MT  0.99961404   -0 15 30.3
 LH1375
 LH1375                          SUPERSEDED SURVEY CONTROL
 LH1375
 LH1375  NAD 83(1986)-  40 27 03.78317(N)    099 23 53.80098(W) AD(       ) 4
 LH1375  NAD 27      -  40 27 03.75100(N)    099 23 52.43900(W) AD(       ) 3
 LH1375
 LH1375.Superseded values are not recommended for survey control.
 LH1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1375.See file dsdata.txt to determine how the superseded data were derived.
 LH1375
 LH1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6622877897(NAD 83)
 LH1375_MARKER: 42 = RADIO/TV MAST
 LH1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1375+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH1375
 LH1375  HISTORY     - Date     Condition        Report By
 LH1375  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1375  HISTORY     - 20060513 GOOD             GEOCAC
 LH1375
 LH1375                          STATION DESCRIPTION
 LH1375
 LH1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1375'THE STATION IS LOCATED ABOUT 1.5 MILES WEST AND 1 MILE NORTH
 LH1375'OF HOLDREGE, ABOUT 100 YARDS SOUTH OF AN EAST-WEST GRAVELED
 LH1375'ROAD AND 120 FEET EAST OF A NORTH-SOUTH GRAVELED ROAD.  IT IS
 LH1375'A THREE LEGGED STEEL STRUCTURE 300 FEET HIGH WITH A RED BLINKER
 LH1375'LIGHT AT THE TOP.  THE POINT OBSERVED UPON WAS THE TOP AND
 LH1375'CENTER OF THE MAST.
 LH1375'
 LH1375'TO REACH THE STATION FROM THE POST OFFICE IN HOLDREGE, GO
 LH1375'SOUTH FOR 0.1 MILE TO U.S. HIGHWAY 6 AND 34, TURN RIGHT AND
 LH1375'GO WEST FOR 0.5 MILE TO THE JUNCTION OF U.S. HIGHWAYS 6 AND 34
 LH1375'AND U.S. HIGHWAYS 383 AND 183.  TURN RIGHT NORTH, AND GO 1.0
 LH1375'MILE TO A T ROAD LEFT.  TURN LEFT, WEST AND GO 1.0 MILE TO THE
 LH1375'MAST ON THE LEFT AS DESCRIBED.
 LH1375
 LH1375                          STATION RECOVERY (2006)
 LH1375
 LH1375'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1146 ***********************************************************************
 LG1146  DESIGNATION -  HOLLAND REFORM CHURCH SPIRE
 LG1146  PID         -  LG1146
 LG1146  STATE/COUNTY-  NE/LANCASTER
 LG1146  USGS QUAD   -  FIRTH (1965)
 LG1146
 LG1146                         *CURRENT SURVEY CONTROL
 LG1146  ___________________________________________________________________
 LG1146* NAD 83(1995)-  40 35 45.40195(N)    096 35 32.05592(W)     ADJUSTED  
 LG1146* NAVD 88     -                                                        
 LG1146  ___________________________________________________________________
 LG1146  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 LG1146  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 LG1146
 LG1146  HORZ ORDER  -  THIRD
 LG1146
 LG1146.The horizontal coordinates were established by classical geodetic methods
 LG1146.and adjusted by the National Geodetic Survey in August 1997..
 LG1146
 LG1146
 LG1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1146
 LG1146.The geoid height was determined by GEOID03.
 LG1146
 LG1146;                    North         East     Units Scale Factor Converg.
 LG1146;SPC NE       -    90,355.223   788,319.354   MT  0.99978361   +2 15 29.9
 LG1146;UTM  14      - 4,496,691.235   703,737.339   MT  1.00011096   +1 34 02.3
 LG1146
 LG1146                          SUPERSEDED SURVEY CONTROL
 LG1146
 LG1146  NAD 83(1986)-  40 35 45.40960(N)    096 35 32.05471(W) AD(       ) 4
 LG1146  NAD 27      -  40 35 45.40900(N)    096 35 30.99100(W) AD(       ) 3
 LG1146
 LG1146.Superseded values are not recommended for survey control.
 LG1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1146.See file dsdata.txt to determine how the superseded data were derived.
 LG1146
 LG1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0373796691(NAD 83)
 LG1146_MARKER: 90 = CHURCH SPIRE
 LG1146
 LG1146  HISTORY     - Date     Condition        Report By
 LG1146  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1146  HISTORY     - 20010818 GOOD             USPSQD
 LG1146  HISTORY     - 20030815 GOOD             USPSQD
 LG1146
 LG1146                          STATION DESCRIPTION
 LG1146
 LG1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1146'THE CHURCH IS LOCATED IN THE CENTER OF TOWN.  IT IS A WHITE
 LG1146'FRAME BUILDING WITH THE SPIRE AT THE NORTHEAST CORNER OF THE
 LG1146'BUILDING.  IT IS ABOUT 40 FEET HIGH AND THE SPIRE HAS A BALL
 LG1146'ON THE TOP.  IT IS 75 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LG1146'ROAD AND 96 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.
 LG1146'THE POINT OBSERVED UPON WAS THE BALL AT THE TOP OF THE SPIRE.
 LG1146
 LG1146                          STATION RECOVERY (2001)
 LG1146
 LG1146'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1146'CHURCH IS LOCATED IN HOLLAND, NEBR. 75 FEET SOUTH OF PANAMA ROAD AND
 LG1146'96 FEET WEST OF S. 96TH STREET.
 LG1146
 LG1146                          STATION RECOVERY (2003)
 LG1146
 LG1146'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0701 ***********************************************************************
 NP0701  DESIGNATION -  HOLLIBAUGH
 NP0701  PID         -  NP0701
 NP0701  STATE/COUNTY-  NE/DAWES
 NP0701  USGS QUAD   -  COFFEE MILL BUTTE SW (1980)
 NP0701
 NP0701                         *CURRENT SURVEY CONTROL
 NP0701  ___________________________________________________________________
 NP0701* NAD 83(1995)-  42 32 10.45117(N)    103 13 51.92794(W)     ADJUSTED  
 NP0701* NAVD 88     -      1373.     (meters)    4505.     (feet)  SCALED    
 NP0701  ___________________________________________________________________
 NP0701  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 NP0701  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 NP0701
 NP0701  HORZ ORDER  -  FIRST
 NP0701
 NP0701.The horizontal coordinates were established by classical geodetic methods
 NP0701.and adjusted by the National Geodetic Survey in August 1997..
 NP0701
 NP0701.The orthometric height was scaled from a topographic map.
 NP0701
 NP0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0701
 NP0701.The geoid height was determined by GEOID03.
 NP0701
 NP0701;                    North         East     Units Scale Factor Converg.
 NP0701;SPC NE       -   305,065.953   234,670.326   MT  0.99982053   -2 08 28.4
 NP0701;UTM  13      - 4,710,832.952   645,262.475   MT  0.99985962   +1 11 45.9
 NP0701
 NP0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0701!SPC NE       -   0.99978759  x   0.99982053  =   0.99960816
 NP0701!UTM  13      -   0.99978759  x   0.99985962  =   0.99964724
 NP0701
 NP0701|---------------------------------------------------------------------|
 NP0701| PID    Reference Object                     Distance      Geod. Az  |
 NP0701|                                                           dddmmss.s |
 NP0701| NP0775 HOLLIBAUGH RM 2                     117.290 METERS 00305     |
 NP0701| NP0774 HOLLIBAUGH RM 1                     163.800 METERS 10238     |
 NP0701| NP0708 HEMINGFORD MUNICIPAL STANDPIPE      APPROX.26.9 KM 1515622.8 |
 NP0701| NP0709 HEMINGFORD HIGH SCHOOL CHIMNEY      APPROX.26.9 KM 1520538.3 |
 NP0701| NP0766 HOLLIBAUGH 2 AZ MK                  APPROX. 0.6 KM 1850101.3 |
 NP0701| NP0773 HOLLIBAUGH AZ MK                                   1922920.8 |
 NP0701| NP0765 HOLLIBAUGH 2                         19.318 METERS 35811     |
 NP0701|---------------------------------------------------------------------|
 NP0701
 NP0701                          SUPERSEDED SURVEY CONTROL
 NP0701
 NP0701  NAD 83(1995)-  42 32 10.45139(N)    103 13 51.92815(W) AD(       ) 1
 NP0701  NAD 83(1986)-  42 32 10.44895(N)    103 13 51.91814(W) AD(       ) 1
 NP0701  NAD 27      -  42 32 10.57400(N)    103 13 50.19400(W) AD(       ) 1
 NP0701
 NP0701.Superseded values are not recommended for survey control.
 NP0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0701.See file dsdata.txt to determine how the superseded data were derived.
 NP0701
 NP0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4526210833(NAD 83)
 NP0701_MARKER: DS = TRIANGULATION STATION DISK
 NP0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0701_SP_SET: CONCRETE POST
 NP0701_STAMPING: HOLLIBAUGH 1934
 NP0701_MARK LOGO: CGS   
 NP0701_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0701+STABILITY: SURFACE MOTION
 NP0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NP0701+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1984
 NP0701
 NP0701  HISTORY     - Date     Condition        Report By
 NP0701  HISTORY     - 1934     MONUMENTED       CGS
 NP0701  HISTORY     - 1934     GOOD             CGS
 NP0701  HISTORY     - 1958     GOOD             CGS
 NP0701  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NP0701  HISTORY     - 1974     SEE DESCRIPTION  USGS
 NP0701  HISTORY     - 19840622 SEE DESCRIPTION  NGS
 NP0701
 NP0701                          STATION DESCRIPTION
 NP0701
 NP0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0701'THE STATION IS LOCATED ABOUT 7 MILES NE OF MARSLAND AND IS ON
 NP0701'A HIGH HILL IN CULTIVATED LAND, WHICH IS OWNED BY C.T. HOLLIBAUGH,
 NP0701'WHOSE HOUSE AND BUILDINGS ARE ABOUT 1/2 MILE SE OF THE STATION.
 NP0701'
 NP0701'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0701'BRONZE DISKS SET IN CONCRETE.
 NP0701'
 NP0701'THE STATION MARK PROJECTS 18 INCHES AND IS ON THE HIGHEST POINT
 NP0701'OF THE HILL WHICH IS NOW SOWN WITH THISTLES.
 NP0701'
 NP0701'REFERENCE MARK NO. 1 IS ESE OF STATION AND IS IN A N-S FENCE
 NP0701'AT A POINT WHICH IS 85 FEET S OF A FENCE CORNER.  IT PROJECTS
 NP0701'4 INCHES.
 NP0701'
 NP0701'REFERENCE MARK NO. 2 IS NNE OF STATION AND IS ON THE N SLOPE
 NP0701'OF THE STATION HILL.  IT PROJECTS 6 INCHES.
 NP0701'
 NP0701'THE AZIMUTH MARK PROJECTS 4 INCHES AND IS SSW OF THE STATION.
 NP0701'IT IS IN A N-S FENCE AND IS 70 YARDS W OF A ROAD WHICH RUNS
 NP0701'N-S.
 NP0701'
 NP0701'TO REACH STATION FROM MARSLAND, A SMALL TOWN 1/4 MILE E OF
 NP0701'STATE ROUTE 2 AND ON THE C.B. AND Q.R.R., GO E FROM THE WINDMILL
 NP0701'IN THE MAIN STREET, CROSS THE RAILROAD TRACKS, PASS THE GRAIN
 NP0701'ELEVATORS AND FOLLOW ROAD IN A GENERAL EASTERLY DIRECTION
 NP0701'1.4 MILES TO A BRIDGE OVER A SMALL STREAM.  CROSS BRIDGE
 NP0701'AND FOLLOW MAIN GRADED ROAD E AND THEN N 1.9 MILES TO A WHITE
 NP0701'SCHOOL HOUSE ON THE LEFT SIDE OF THE ROAD.  CONTINUE N ON
 NP0701'GRADED ROAD 0.9 MILE TO A ROAD ON THE RIGHT.  (THERE IS A
 NP0701'FARMHOUSE AND LARGE RED BARN 150 YARDS N OF THIS
 NP0701'T-INTERSECTION).  HERE TURN RIGHT, E AND FOLLOW MAIN ROAD E
 NP0701'AND THEN N A TOTAL OF 2.4 MILES TO A HOUSE AND WINDMILL ON
 NP0701'THE E SIDE OF THE ROAD.  (THIS POINT IS 100 YARDS S OF THE
 NP0701'POINT WHERE THE ROAD CROSSES A COULEE.) CONTINUE N ON THE MAIN
 NP0701'ROAD 0.9 MILE TO A CATTLE GUARD.  CROSS GUARD AND CONTINUE N
 NP0701'AND E ON MAIN ROAD 0.9 MILE TO A CATTLE GUARD AT THE TOP OF
 NP0701'THE GRADE.  CROSS GUARD AND CONTINUE E AND THEN N 0.3
 NP0701'MILE.  (AZIMUTH MARK IS 70 YARDS W OF THIS POINT IN THE
 NP0701'FENCE).  CONTINUE N 0.2 MILE TO A POINT WHERE THE ROAD TURNS
 NP0701'E.  (THIS POINT IS AT THE SW CORNER OF HOLLIBAUGHS YARD.  ALSO
 NP0701'THERE IS A GATE AT THE FENCE CORNER IN THE FENCE ON THE N SIDE OF
 NP0701'THE ROAD.) PASS THROUGH GATE AND GO N ACROSS FIELD 0.2 MILE
 NP0701'TO TOP OF HILL AND STATION.
 NP0701'
 NP0701'A 15-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 NP0701
 NP0701                          STATION RECOVERY (1934)
 NP0701
 NP0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NP0701'RECOVERED IN GOOD CONDITION.
 NP0701
 NP0701                          STATION RECOVERY (1958)
 NP0701
 NP0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 NP0701'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 NP0701'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A SLIGHT DESCREPANCY
 NP0701'WAS FOUND IN THE DISTANCES TO THE R.M.S.
 NP0701'
 NP0701'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 NP0701'2 AND U.S. HIGHWAY 26 IN CRAWFORD, GO SOUTH ALONG HIGHWAY 2 FOR
 NP0701'9.0 MILES TO A DIRT CROSSROAD.  TURN LEFT (EAST) FOR 1.2 MILES
 NP0701'TO A T ROAD RIGHT.  TURN RIGHT (EAST) FOR 0.3 MILES TO A BRIDGE
 NP0701'OVER THE C.B. AND Q RR TRACKS AT BELMONT.  CONTINUE EASTERLY
 NP0701'OVER A WINDING COUNTRY ROAD FOR 5.2 MILES TO A T ROAD.  TURN
 NP0701'RIGHT (SOUTH) FOR 4.2 MILES TO A ROAD LEFT.  TURN LEFT (EAST)
 NP0701'FOR 1.0 MILES TO A SHARP TURN LEFT (NORTH).  GO NORTHERLY FOR
 NP0701'3.7 MILES TO THE POINT WHERE ROAD TURNS EAST NEAR A SMALL
 NP0701'WHITE HOUSE.  THE AZIMUTH MARK IS SET IN THE FENCE LINE ABOUT
 NP0701'70 YARDS WEST OF THIS POINT.  CONTINUE NORTHERLY FOR 0.05
 NP0701'MILE TO A FORK.  TAKE LEFT FORK TO YARD OF HOUSE FOR 0.1 MILE
 NP0701'TO A FARM ROAD LEFT (NORTH) ALONG A FENCE.  FOLLOW THE FARM
 NP0701'ROAD FOR 0.2 MILE TO AN EAST - WEST FENCE LINE.  TURN LEFT
 NP0701'(WEST) ALONG FENCE FOR 0.1 MILE TO THE TOP OF THE HILL
 NP0701'AND THE STATION.
 NP0701
 NP0701                          STATION RECOVERY (1958)
 NP0701
 NP0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NP0701'AZIMUTH MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 NP0701'STATION MARK PROJECTS ABOUT 16 INCHES AND HAS BEEN BROKEN
 NP0701'OFF AT THE SURFACE OF THE GROUND.  MARK HAS BEEN SET BACK IN
 NP0701'THE APPROXIMATE CORRECT POSITION, (CENTERED OVER UNDERGROUND
 NP0701'PORTION OF CONCRETE).  DESCRIPTION BY WRP IN 1934 AND JCL IN
 NP0701'1958 RECOVERY NOTE ADEQUATE AND CORRECT EXCEPT FOR INFORMATION
 NP0701'NOTED ABOVE.
 NP0701
 NP0701                          STATION RECOVERY (1974)
 NP0701
 NP0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RRB)
 NP0701'STA. MK. HAS BEEN DESTROYED.  CAP IS GONE.  FOUND ABOUT 16 INCHES
 NP0701'OF CONCRETE IN FENCE LINE.  R.M. 1 IS O.K.  R.M. 2 AND AZIMUTH
 NP0701'MARK NOT VISITED.
 NP0701
 NP0701                          STATION RECOVERY (1984)
 NP0701
 NP0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NP0701'THE SURFACE STATION MARK WAS FOUND DESTROYED.  THE UNDERGROUND STATION
 NP0701'MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. THE
 NP0701'AZIMUTH MARK WAS RECOVERED BUT HAD BEEN OUT OF THE GROUND AND THEN
 NP0701'PLACED BACK IN THE SAME HOLE.  THE PROPERTY OWNER REQUESTED THE MARK
 NP0701'BE REMOVED FROM THE CULTIVATED FIELD IT WAS IN AND ALSO THAT THE
 NP0701'AZIMUTH MARK BE REMOVED FROM A FEED LOT.  SINCE THE COUNTY SURVEYOR
 NP0701'HAD BEEN THE PERSON THAT SAID HE HAD PUT THE AZIMUTH BACK, THE
 NP0701'INFORMATION WAS DEEMED RELIABLE AND THIS MARK WAS NOT UTILIZED THIS
 NP0701'DATE.  STATION HOLLIBAUGH 2 AND A NEW AZIMUTH MARK WERE ESTABLISHED.
 NP0701'THE NEW STATION IS ABOUT 19.34 M (63.45 FT) NORTH OF THE ORIGINAL
 NP0701'STATION AND IN PASTURELAND.  THE DISTANCE TO RM 1 AGREED WITH 1958
 NP0701'DATA BUT THE DISTANCE TO RM 2 WAS 0.034 M (0.112 FT) LONGER.  THE
 NP0701'ANGLE BEWTEEN THE MARKS WAS 1 MINUTE, 42 SECONDS SMALLER THAN 1958
 NP0701'DATA.
 NP0701'THE UNDERGROUND MARK WAS LEFT IN PLACE BUT THE PROPERTY OWNER, DE
 NP0701'WAYNE HOLLIBAUGH, P.O. BOX 188, MARSLAND, NE 69354, ASKED THAT THE
 NP0701'MARK NOT BE USED IN THE FUTURE BECAUSE OF CROP DAMAGE.  HIS TELEPHONE
 NP0701'NUMBER IS 308-665 2424.
 NP0701'FOR FURTHER DETAILS SEE THE DESCRIPTION TO STATION HOLLIBAUGH 2 AND
 NP0701'THE ACCESORY MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0765 ***********************************************************************
 NP0765  DESIGNATION -  HOLLIBAUGH 2
 NP0765  PID         -  NP0765
 NP0765  STATE/COUNTY-  NE/DAWES
 NP0765  USGS QUAD   -  COFFEE MILL BUTTE SW (1980)
 NP0765
 NP0765                         *CURRENT SURVEY CONTROL
 NP0765  ___________________________________________________________________
 NP0765* NAD 83(1995)-  42 32 11.07692(N)    103 13 51.95472(W)     ADJUSTED  
 NP0765* NAVD 88     -      1372.     (meters)    4501.     (feet)  SCALED    
 NP0765  ___________________________________________________________________
 NP0765  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 NP0765  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 NP0765
 NP0765  HORZ ORDER  -  THIRD
 NP0765
 NP0765.The horizontal coordinates were established by classical geodetic methods
 NP0765.and adjusted by the National Geodetic Survey in August 1997..
 NP0765
 NP0765.The orthometric height was scaled from a topographic map.
 NP0765
 NP0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0765
 NP0765.The geoid height was determined by GEOID03.
 NP0765
 NP0765;                    North         East     Units Scale Factor Converg.
 NP0765;SPC NE       -   305,085.268   234,670.437   MT  0.99982058   -2 08 28.5
 NP0765;UTM  13      - 4,710,852.241   645,261.461   MT  0.99985962   +1 11 45.9
 NP0765
 NP0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0765!SPC NE       -   0.99978763  x   0.99982058  =   0.99960825
 NP0765!UTM  13      -   0.99978763  x   0.99985962  =   0.99964728
 NP0765
 NP0765|---------------------------------------------------------------------|
 NP0765| PID    Reference Object                     Distance      Geod. Az  |
 NP0765|                                                           dddmmss.s |
 NP0765| NP0775 HOLLIBAUGH RM 2                                    00402     |
 NP0765| NP0774 HOLLIBAUGH RM 1                                    10859     |
 NP0765| NP0701 HOLLIBAUGH                           19.318 METERS 17811     |
 NP0765| NP0766 HOLLIBAUGH 2 AZ MK                  APPROX. 0.6 KM 1844805.9 |
 NP0765|---------------------------------------------------------------------|
 NP0765
 NP0765                          SUPERSEDED SURVEY CONTROL
 NP0765
 NP0765  NAD 83(1995)-  42 32 11.07792(N)    103 13 51.95495(W) AD(       ) 3
 NP0765  NAD 83(1986)-  42 32 11.07548(N)    103 13 51.94493(W) AD(       ) 3
 NP0765
 NP0765.Superseded values are not recommended for survey control.
 NP0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0765.See file dsdata.txt to determine how the superseded data were derived.
 NP0765
 NP0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4526110852(NAD 83)
 NP0765_MARKER: DH = HORIZONTAL CONTROL DISK
 NP0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0765_SP_SET: CONCRETE POST
 NP0765_STAMPING: HOLLIBAUGH 2 1984
 NP0765_MARK LOGO: NGS   
 NP0765_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NP0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0765+STABILITY: SURFACE MOTION
 NP0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0765+SATELLITE: SATELLITE OBSERVATIONS - 1984
 NP0765
 NP0765  HISTORY     - Date     Condition        Report By
 NP0765  HISTORY     - 1984     MONUMENTED       NGS
 NP0765
 NP0765                          STATION DESCRIPTION
 NP0765
 NP0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NP0765'THE STATION IS ABOUT 38.2 KM (23.7 MI) SOUTH-SOUTHWEST FROM CHADRON,
 NP0765'26.96 KM (16.75 MI) NORTHWEST FROM HEMMINGFORD, 21.73 KM (13.50 MI)
 NP0765'SOUTHEAST FROM CRAWFORD, 11.27 KM (7.00 MI) NORTHEAST FROM MARSLAND,
 NP0765'ON A KNOLL IN A PASTURE AND ON PROPERTY OWNED BY DE WAYNE HOLLIBAUGH,
 NP0765'P.O. BOX 188, MARSLAND, NE  69354. TELEPHONE 308 665 2429.
 NP0765'TO REACH FROM THE SOUTH JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY
 NP0765'2 AND 71 IN CRAWFORD, GO SOUTH ON HIGHWAY 2 AND 71 FOR 13.68 KM
 NP0765'(8.50 MI) TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO EAST FOR
 NP0765'2.09 KM (1.30 MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTHEAST FOR 1.29
 NP0765'KM (0.80 MI) TO A ROAD LEFT. TURN LEFT AND GO EAST FOR 9.33 KM
 NP0765'(5.80 MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTH FOR 7.40 KM
 NP0765'(4.60 MI) TO A ROAD LEFT.  TURN LEFT AND GO EAST FOR 1.77 KM
 NP0765'(1.10 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH FOR 6.04 KM (3.75 MI)
 NP0765'TO THE AZIMUTH MARK ON THE LEFT. CONTINUE NORTH AND EAST FOR 0.16 KM
 NP0765'(0.10 MI) TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.08
 NP0765'KM (0.05 MI) TO TWO GATES.  PASS THROUGH AND CONTINUE NORTH EAST AND
 NP0765'NORTH FOR 0.4 KM (0.2 MI) TO RM 1 AT A GATE.  PASS THROUGH, TURN
 NP0765'LEFT, AND GO EAST FOR 0.16 KM (0.10 MI) TO THE STATION.
 NP0765'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 NP0765'PROJECTS 0.06 M (0.20 FT) ABOVE THE GROUND.  THE UNDERGROUND MARK IS
 NP0765'RECESSED 1.4 M (4.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE
 NP0765'19.20 M (62.99 FT) EAST FROM A FENCE, 2.53 M (8.30 FT) EAST-NORTHEAST
 NP0765'FROM A WITNESS POST AND 0.91 M (2.99 FT) NORTH FROM A FENCE.
 NP0765'A POLARIS OBSERVATION WAS MADE TO THE AZIMUTH MARK.  DISTANCES TO THE
 NP0765'AZIMUTH AND THE REFERENCE MARKS WERE MEASURED ELECTRONICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0766 ***********************************************************************
 NP0766  DESIGNATION -  HOLLIBAUGH 2 AZ MK
 NP0766  PID         -  NP0766
 NP0766  STATE/COUNTY-  NE/DAWES
 NP0766  USGS QUAD   -  COFFEE MILL BUTTE SW (1980)
 NP0766
 NP0766                         *CURRENT SURVEY CONTROL
 NP0766  ___________________________________________________________________
 NP0766* NAD 83(1995)-  42 31 51.33916(N)    103 13 54.19644(W)     ADJUSTED  
 NP0766* NAVD 88     -      1366.     (meters)    4482.     (feet)  SCALED    
 NP0766  ___________________________________________________________________
 NP0766  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 NP0766  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 NP0766
 NP0766  HORZ ORDER  -  THIRD
 NP0766
 NP0766.The horizontal coordinates were established by classical geodetic methods
 NP0766.and adjusted by the National Geodetic Survey in August 1997..
 NP0766
 NP0766.The orthometric height was scaled from a topographic map.
 NP0766
 NP0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0766
 NP0766.The geoid height was determined by GEOID03.
 NP0766
 NP0766;                    North         East     Units Scale Factor Converg.
 NP0766;SPC NE       -   304,478.674   234,596.570   MT  0.99981886   -2 08 29.9
 NP0766;UTM  13      - 4,710,242.352   645,223.030   MT  0.99985948   +1 11 44.0
 NP0766
 NP0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0766!SPC NE       -   0.99978859  x   0.99981886  =   0.99960748
 NP0766!UTM  13      -   0.99978859  x   0.99985948  =   0.99964810
 NP0766
 NP0766                          SUPERSEDED SURVEY CONTROL
 NP0766
 NP0766  NAD 83(1995)-  42 31 51.33966(N)    103 13 54.19675(W) AD(       ) 3
 NP0766  NAD 83(1986)-  42 31 51.33725(N)    103 13 54.18712(W) AD(       ) 3
 NP0766
 NP0766.Superseded values are not recommended for survey control.
 NP0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0766.See file dsdata.txt to determine how the superseded data were derived.
 NP0766
 NP0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH4522310242(NAD 83)
 NP0766_MARKER: DZ = AZIMUTH MARK DISK
 NP0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0766_SP_SET: CONCRETE POST
 NP0766_STAMPING: HOLLIBAUGH 2 1984
 NP0766_MARK LOGO: NGS   
 NP0766_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NP0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0766+STABILITY: SURFACE MOTION
 NP0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0766+SATELLITE: SATELLITE OBSERVATIONS - 1984
 NP0766
 NP0766  HISTORY     - Date     Condition        Report By
 NP0766  HISTORY     - 1984     MONUMENTED       NGS
 NP0766
 NP0766                          STATION DESCRIPTION
 NP0766
 NP0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NP0766'THE STATION IS ABOUT 38.6 KM (24.0 MI) SOUTH-SOUTHWEST FROM CHADRON,
 NP0766'26.96 KM (16.75 MI) NORTHWEST FROM HEMMINGFORD, 21.73 KM (13.50 MI)
 NP0766'SOUTHEAST FROM CRAWFORD, 10.9 KM (6.8 MI) NORTHEAST FROM MARSLAND AND
 NP0766'ON THE WEST RIGHT-OF-WAY OF A COUNTY ROAD.
 NP0766'TO REACH FROM THE SOUTH JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY
 NP0766'2 AND 71 IN CRAWFORD, GO SOUTH ON HIGHWAY 2 AND 71 FOR 13.68 KM
 NP0766'(8.50 MI) TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO EAST FOR
 NP0766'2.09 KM (1.30 MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTHEAST FOR 1.29
 NP0766'KM (0.80 MI) TO A ROAD LEFT. TURN LEFT AND GO EAST FOR 9.33 KM
 NP0766'(5.80 MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTH FOR 7.40 KM
 NP0766'(4.60 MI) TO A ROAD LEFT.  TURN LEFT AND GO EAST FOR 1.77 KM
 NP0766'(1.10 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH FOR 6.04 KM (3.75 MI)
 NP0766'TO THE AZIMUTH MARK ON THE LEFT, AT AN OFFSET IN THE RIGHT-OF-WAY
 NP0766'FENCE.
 NP0766'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 NP0766'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.1 M
 NP0766'(3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 12.50 M (41.01 FT)
 NP0766'WEST FROM THE CENTERLINE OF THE ROAD, 6.61 M (21.69 FT)
 NP0766'SOUTH-SOUTHWEST FROM A POWER POLE, 2.53 M (8.30 FT) SOUTH FROM A FENCE
 NP0766'CORNER POST, AT THE OFFSET, 0.76 M (2.49 FT) NORTH FROM A WITNESS
 NP0766'POST AND 0.3 M (1.0 FT) EAST FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0371 ***********************************************************************
 LJ0371  DESIGNATION -  HOLMES TWP KAC 34 ATT RAD TWR
 LJ0371  PID         -  LJ0371
 LJ0371  STATE/COUNTY-  NE/DAWSON
 LJ0371  USGS QUAD   -  GOTHENBURG SE (1970)
 LJ0371
 LJ0371                         *CURRENT SURVEY CONTROL
 LJ0371  ___________________________________________________________________
 LJ0371* NAD 83(1995)-  40 45 28.80990(N)    100 01 24.54131(W)     ADJUSTED  
 LJ0371* NAVD 88     -                                                        
 LJ0371  ___________________________________________________________________
 LJ0371  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LJ0371  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 LJ0371
 LJ0371  HORZ ORDER  -  THIRD
 LJ0371
 LJ0371.The horizontal coordinates were established by classical geodetic methods
 LJ0371.and adjusted by the National Geodetic Survey in August 1997..
 LJ0371
 LJ0371
 LJ0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0371
 LJ0371.The geoid height was determined by GEOID03.
 LJ0371
 LJ0371;                    North         East     Units Scale Factor Converg.
 LJ0371;SPC NE       -   102,664.569   498,017.495   MT  0.99974311   -0 00 56.0
 LJ0371;UTM  14      - 4,512,397.424   413,608.712   MT  0.99969186   -0 40 05.7
 LJ0371
 LJ0371                          SUPERSEDED SURVEY CONTROL
 LJ0371
 LJ0371  NAD 83(1986)-  40 45 28.81589(N)    100 01 24.54619(W) AD(       ) 4
 LJ0371  NAD 27      -  40 45 28.78700(N)    100 01 23.09500(W) AD(       ) 3
 LJ0371
 LJ0371.Superseded values are not recommended for survey control.
 LJ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0371.See file dsdata.txt to determine how the superseded data were derived.
 LJ0371
 LJ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1360912397(NAD 83)
 LJ0371_MARKER: 43 = RADIO/TV TOWER
 LJ0371
 LJ0371  HISTORY     - Date     Condition        Report By
 LJ0371  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0371
 LJ0371                          STATION DESCRIPTION
 LJ0371
 LJ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0371'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF COZAD AND 6 MILES
 LJ0371'NORTH OF EUSTIS.  IT IS 180 FEET NORTH OF THE CENTER OF AN
 LJ0371'EAST-WEST DIRT ROAD AND 45 FEET NORTH OF THE NORTH SIDE OF
 LJ0371'A WHITE CONCRETE BLOCK BUILDING.
 LJ0371'
 LJ0371'IT IS A 4 LEGGED STEEL STRUCTURE, 40 FEET SQUARE AT THE BASE
 LJ0371'AND HAS A 30 FOOT SQUARE STEEL MESH PLATFORM AT THE TOP WHICH
 LJ0371'SUPPORTS 4 REFLECTOR SCREENS.  THERE IS A BLINKER LIGHT NEAR
 LJ0371'THE CENTER OF THE TOP OF THE TOWER.  THE OVERALL HEIGHT IS 165
 LJ0371'FEET.
 LJ0371'
 LJ0371'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE TOWER.
 LJ0371'
 LJ0371'TO REACH THE STATION FROM THE POST OFFICE IN EUSTIS, GO NORTH
 LJ0371'ON A GRAVELED STREET FOR 0.05 MILE TO A T STREET INTERSECTION,
 LJ0371'TURN RIGHT AND GO EAST ON A GRAVELED STREET FOR 0.05 MILES TO A
 LJ0371'CROSS-STREET.  TURN LEFT AND GO NORTH AND NORTHEAST ON A GRAVELED
 LJ0371'STREET FOR 0.5 MILES TO STATE HIGHWAY 23 N, TURN RIGHT AND GO
 LJ0371'EAST ON STATE HIGHWAY 23 N FOR 0.15 MILE TO A T ROAD LEFT.  TURN
 LJ0371'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A T ROAD
 LJ0371'INTERSECTION, TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 LJ0371'0.25 MILE TO A T ROAD LEFT.  TURN LEFT AND GO NORTH ON A
 LJ0371'GRAVELED ROAD FOR 4.0 MILES TO A T ROAD INTERSECTION, TURN
 LJ0371'LEFT AND GO WEST ON A DIRT ROAD FOR 0.45 MILE TO THE STATION
 LJ0371'ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0748 ***********************************************************************
 NN0748  DESIGNATION -  HOLT
 NN0748  PID         -  NN0748
 NN0748  STATE/COUNTY-  NE/HOLT
 NN0748  USGS QUAD   -  ABBOTT RANCH (1981)
 NN0748
 NN0748                         *CURRENT SURVEY CONTROL
 NN0748  ___________________________________________________________________
 NN0748* NAD 83(1995)-  42 06 08.00356(N)    099 04 09.09897(W)     ADJUSTED  
 NN0748* NAVD 88     -       708.     (meters)    2323.     (feet)  SCALED    
 NN0748  ___________________________________________________________________
 NN0748  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 NN0748  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 NN0748
 NN0748  HORZ ORDER  -  SECOND
 NN0748
 NN0748.The horizontal coordinates were established by classical geodetic methods
 NN0748.and adjusted by the National Geodetic Survey in August 1997..
 NN0748
 NN0748.The orthometric height was scaled from a topographic map.
 NN0748
 NN0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0748
 NN0748.The geoid height was determined by GEOID03.
 NN0748
 NN0748;                    North         East     Units Scale Factor Converg.
 NN0748;SPC NE       -   252,323.334   576,970.817   MT  0.99971271   +0 37 00.6
 NN0748;UTM  14      - 4,661,128.368   494,278.685   MT  0.99960040   -0 02 47.0
 NN0748
 NN0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0748!SPC NE       -   0.99989259  x   0.99971271  =   0.99960533
 NN0748!UTM  14      -   0.99989259  x   0.99960040  =   0.99949304
 NN0748
 NN0748:                Primary Azimuth Mark                     Grid Az
 NN0748:SPC NE       -  HOLT AZ MK                               181 12 57.6
 NN0748:UTM  14      -  HOLT AZ MK                               181 52 45.2
 NN0748
 NN0748|---------------------------------------------------------------------|
 NN0748| PID    Reference Object                     Distance      Geod. Az  |
 NN0748|                                                           dddmmss.s |
 NN0748| CO3711 HOLT AZ MK                                         1814958.2 |
 NN0748| CO3712 HOLT RM 1                             5.603 METERS 23339     |
 NN0748| CO3713 HOLT RM 2                            10.419 METERS 33321     |
 NN0748|---------------------------------------------------------------------|
 NN0748
 NN0748                          SUPERSEDED SURVEY CONTROL
 NN0748
 NN0748  NAD 83(1986)-  42 06 08.00742(N)    099 04 09.10911(W) AD(       ) 2
 NN0748  NAD 27      -  42 06 07.99700(N)    099 04 07.73900(W) AD(       ) 2
 NN0748
 NN0748.Superseded values are not recommended for survey control.
 NN0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0748.See file dsdata.txt to determine how the superseded data were derived.
 NN0748
 NN0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM9427961128(NAD 83)
 NN0748_MARKER: DS = TRIANGULATION STATION DISK
 NN0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0748
 NN0748  HISTORY     - Date     Condition        Report By
 NN0748  HISTORY     - 1949     MONUMENTED       CGS
 NN0748  HISTORY     - 1974     SEE DESCRIPTION  USGS
 NN0748
 NN0748                          STATION DESCRIPTION
 NN0748
 NN0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0748'THE STATION IS LOCATED ABOUT 8.0 MILES WEST AND 9.0 MILES SOUTH
 NN0748'OF AMELIA AND ABOUT 1.0 MILE NORTH OF THE HOLT-GARFIELD COUNTY
 NN0748'LINE ON THE HIGH POINT OF A SMALL SAND HILL IN ABOUT THE
 NN0748'NORTHWEST CORNER OF A PASTURE AND ON THE EAST SIDE OF STATE
 NN0748'ROUTE NO 11.  IT IS ABOUT 60 FEET EAST OF THE CENTER OF
 NN0748'STATE ROUTE NO 11, 19.5 FEET EAST OF NORTH-SOUTH FENCE LINE
 NN0748'AND 17.5 FEET NORTHEAST OF WITNESS POST.  IT IS STAMPED HOLT
 NN0748'1949 AND PROJECTS 2 INCHES.
 NN0748'
 NN0748'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 5 FEET EAST
 NN0748'OF NORTH-SOUTH FENCE LINE AND 3 FEET SOUTH OF WITNESS POST.
 NN0748'IT IS STAMPED HOLT NO 1 1949 AND PROJECTS 2 INCHES.
 NN0748'
 NN0748'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 4 FEET
 NN0748'EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED HOLT NO 2 1949
 NN0748'AND PROJECTS 3 INCHES.
 NN0748'
 NN0748'THE AZIMUTH MARK IS ABOUT 0.55 MILE SOUTH OF THE STATION,
 NN0748'40 FEET WEST OF THE CENTER OF STATE ROUTE NO 11, 4 FEET NORTH
 NN0748'OF WITNESS POST AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.
 NN0748'IT IS STAMPED HOLT 1949 AND PROJECTS 4 INCHES.
 NN0748'
 NN0748'TO REACH THE STATION FROM THE T-INTERSECTION AT THE SKELLY
 NN0748'SERVICE STATION IN THE EAST EDGE OF BURWELL, GO NORTH ON STATE
 NN0748'ROUTE NO 11 FOR 21.1 MILES TO SIDE ROAD LEFT AND A STORE AND
 NN0748'SERVICE STATION IN THE NORTHWEST ANGLE, CONTINUE NORTH ON
 NN0748'STATE ROUTE NO 11 FOR 2.45 MILES TO THE AZIMUTH MARK ON THE
 NN0748'WEST SIDE OF ROAD AS DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR
 NN0748'0.55 MILE TO THE STATION ON THE EAST SIDE JUST EAST OF FENCE
 NN0748'LINE AS DESCRIBED.
 NN0748'
 NN0748'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET
 NN0748'
 NN0748'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET
 NN0748'
 NN0748'A 4 FOOT SIGNAL AT STATION BALLAGH IS VISIBLE AT 4 FEET
 NN0748'
 NN0748'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 NN0748
 NN0748                          STATION RECOVERY (1974)
 NN0748
 NN0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DWB)
 NN0748'THE SURFACE MARK, R.M. 1, AND R.M. 2 HAD BEEN BLOWN OUT AND WERE
 NN0748'FOUND LYING IN THE BOTTOM OF A LARGE BLOW OUT.  AZIMUTH MARK
 NN0748'WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0794 ***********************************************************************
 NN0794  DESIGNATION -  HOLT
 NN0794  PID         -  NN0794
 NN0794  STATE/COUNTY-  NE/KEYA PAHA
 NN0794  USGS QUAD   -  MEADVILLE NE (1964)
 NN0794
 NN0794                         *CURRENT SURVEY CONTROL
 NN0794  ___________________________________________________________________
 NN0794* NAD 83(1995)-  42 55 29.70388(N)    099 46 08.23180(W)     ADJUSTED  
 NN0794* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 NN0794  ___________________________________________________________________
 NN0794  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 NN0794  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 NN0794
 NN0794  HORZ ORDER  -  SECOND
 NN0794
 NN0794.The horizontal coordinates were established by classical geodetic methods
 NN0794.and adjusted by the National Geodetic Survey in August 1997..
 NN0794
 NN0794.The orthometric height was scaled from a topographic map.
 NN0794
 NN0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0794
 NN0794.The geoid height was determined by GEOID03.
 NN0794
 NN0794;                    North         East     Units Scale Factor Converg.
 NN0794;SPC NE       -   343,305.547   518,862.041   MT  0.99996642   +0 09 11.2
 NN0794;SPC SD S     -    65,876.878   646,074.795   MT  0.99997957   +0 23 21.6
 NN0794;SPC SD S     -   216,131.06  2,119,663.72   sFT  0.99997957   +0 23 21.6
 NN0794;UTM  14      - 4,752,763.884   437,247.485   MT  0.99964844   -0 31 25.3
 NN0794
 NN0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0794!SPC NE       -   0.99988891  x   0.99996642  =   0.99985534
 NN0794!SPC SD S     -   0.99988891  x   0.99997957  =   0.99986849
 NN0794!UTM  14      -   0.99988891  x   0.99964844  =   0.99953739
 NN0794
 NN0794:                Primary Azimuth Mark                     Grid Az
 NN0794:SPC NE       -  WYMAN                                    133 46 56.6
 NN0794:SPC SD S     -  WYMAN                                    133 32 46.2
 NN0794:UTM  14      -  WYMAN                                    134 27 33.1
 NN0794
 NN0794|---------------------------------------------------------------------|
 NN0794| PID    Reference Object                     Distance      Geod. Az  |
 NN0794|                                                           dddmmss.s |
 NN0794| NN0776 WYMAN                               APPROX.18.3 KM 1335607.8 |
 NN0794| CO3712 HOLT RM 1                             9.315 METERS 17910     |
 NN0794| CO3711 HOLT AZ MK                                         1824026.0 |
 NN0794| CO3713 HOLT RM 2                            23.080 METERS 25202     |
 NN0794|---------------------------------------------------------------------|
 NN0794
 NN0794                          SUPERSEDED SURVEY CONTROL
 NN0794
 NN0794  NAD 83(1986)-  42 55 29.71095(N)    099 46 08.24325(W) AD(       ) 2
 NN0794  NAD 27      -  42 55 29.70500(N)    099 46 06.83000(W) AD(       ) 2
 NN0794
 NN0794.Superseded values are not recommended for survey control.
 NN0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0794.See file dsdata.txt to determine how the superseded data were derived.
 NN0794
 NN0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3724752764(NAD 83)
 NN0794_MARKER: DS = TRIANGULATION STATION DISK
 NN0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0794_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NN0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0794+STABILITY: SURFACE MOTION
 NN0794
 NN0794  HISTORY     - Date     Condition        Report By
 NN0794  HISTORY     - 1949     MONUMENTED       CGS
 NN0794  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NN0794
 NN0794                          STATION DESCRIPTION
 NN0794
 NN0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0794'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF SPRINGVIEW
 NN0794'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 183.  IT IS 35 FEET EAST
 NN0794'OF THE CENTER OF U.S. HIGHWAY 183, 5 FEET SOUTH OF WITNESS
 NN0794'POST AND 2 FEET WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 NN0794'HOLT 1949 AND PROJECTS 3 INCHES.
 NN0794'
 NN0794'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 36 FEET EAST OF
 NN0794'THE CENTER OF U.S. HIGHWAY 183 AND 1 FOOT WEST OF NORTH-SOUTH
 NN0794'FENCE LINE.  IT IS STAMPED HOLT NO 1 1949 AND PROJECTS 2 INCHES.
 NN0794'
 NN0794'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 35
 NN0794'FEET WEST OF THE CENTER OF U.S. HIGHWAY 183, 1 FOOT EAST OF
 NN0794'NORTH-SOUTH FENCE LINE AND 1 FOOT NORTH OF TELEPHONE POLE.  IT
 NN0794'IS STAMPED HOLT NO 2 1949 AND PROJECTS 2 INCHES.
 NN0794'
 NN0794'THE AZIMUTH MARK IS SOUTH OF THE STATION, 33 FEET WEST OF
 NN0794'THE CENTER OF U.S. HIGHWAY 183, 3 FEET NORTH OF TELEPHONE POLE,
 NN0794'2 FEET NORTH OF WITNESS POST AND 1 FOOT EAST OF NORTH-SOUTH
 NN0794'FENCE LINE.  IT IS STAMPED HOLT 1949 AND PROJECTS 3 INCHES.
 NN0794'
 NN0794'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183
 NN0794'AND STATE HIGHWAY 72 IN SPRINGVIEW, GO NORTH ON U.S. HIGHWAY
 NN0794'183 FOR 5.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 12,
 NN0794'TURN LEFT AND GO WEST ON U.S. HIGHWAY 183 FOR 1.0 MILE, TURN
 NN0794'RIGHT AND GO NORTH ON U.S. HIGHWAY 183 FOR 1.7 MILE TO THE
 NN0794'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON U.S.
 NN0794'HIGHWAY 183 FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 NN0794'DESCRIBED.
 NN0794'
 NN0794'AN 87 FOOT SIGNAL AT STATION WYMAN IS VISIBLE AT 4 FEET.
 NN0794'
 NN0794'A 4 FOOT SIGNAL AT STATION SPRINGVIEW IS VISIBLE AT 4 FEET.
 NN0794'
 NN0794'A 74 FOOT SIGNAL AT STATION PAT IS VISIBLE AT 4 FEET.
 NN0794'
 NN0794'A 4 FOOT SIGNAL AT STATION WEWELA 1936 IS VISIBLE AT 4 FEET.
 NN0794'
 NN0794'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0794
 NN0794                          STATION RECOVERY (1962)
 NN0794
 NN0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NN0794'STATION AND REFERENCE MARK NO. 1 DESTROYED BY ROAD CONSTRUCTION.
 NN0794'
 NN0794'REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE FOUND IN GOOD
 NN0794'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1112 ***********************************************************************
 ML1112  DESIGNATION -  HOLUB
 ML1112  PID         -  ML1112
 ML1112  STATE/COUNTY-  NE/SHERMAN
 ML1112  USGS QUAD   -  RAVENNA (1953)
 ML1112
 ML1112                         *CURRENT SURVEY CONTROL
 ML1112  ___________________________________________________________________
 ML1112* NAD 83(1995)-  41 04 42.07483(N)    098 53 19.52796(W)     ADJUSTED  
 ML1112* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 ML1112  ___________________________________________________________________
 ML1112  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 ML1112  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ML1112
 ML1112  HORZ ORDER  -  SECOND
 ML1112
 ML1112.The horizontal coordinates were established by classical geodetic methods
 ML1112.and adjusted by the National Geodetic Survey in August 1997..
 ML1112
 ML1112.The orthometric height was scaled from a topographic map.
 ML1112
 ML1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1112
 ML1112.The geoid height was determined by GEOID03.
 ML1112
 ML1112;                    North         East     Units Scale Factor Converg.
 ML1112;SPC NE       -   138,829.752   593,351.895   MT  0.99968626   +0 44 11.1
 ML1112;UTM  14      - 4,547,461.132   509,344.555   MT  0.99960107   +0 04 23.1
 ML1112
 ML1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1112!SPC NE       -   0.99990102  x   0.99968626  =   0.99958732
 ML1112!UTM  14      -   0.99990102  x   0.99960107  =   0.99950213
 ML1112
 ML1112|---------------------------------------------------------------------|
 ML1112| PID    Reference Object                     Distance      Geod. Az  |
 ML1112|                                                           dddmmss.s |
 ML1112| CN8809 HOLUB RM 1                            7.573 METERS 08233     |
 ML1112| CN8810 HOLUB RM 2                            3.627 METERS 17633     |
 ML1112| CN8808 HOLUB AZ MK                                        2544426.4 |
 ML1112|---------------------------------------------------------------------|
 ML1112
 ML1112                          SUPERSEDED SURVEY CONTROL
 ML1112
 ML1112  NAD 83(1986)-  41 04 42.08247(N)    098 53 19.53008(W) AD(       ) 2
 ML1112  NAD 27      -  41 04 42.04000(N)    098 53 18.23500(W) AD(       ) 2
 ML1112
 ML1112.Superseded values are not recommended for survey control.
 ML1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1112.See file dsdata.txt to determine how the superseded data were derived.
 ML1112
 ML1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0934547461(NAD 83)
 ML1112_MARKER: DS = TRIANGULATION STATION DISK
 ML1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1112
 ML1112  HISTORY     - Date     Condition        Report By
 ML1112  HISTORY     - 1951     MONUMENTED       CGS
 ML1112
 ML1112                          STATION DESCRIPTION
 ML1112
 ML1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1112'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHWEST OF ROCKVILLE, 4.0
 ML1112'MILES NORTH OF RAVENNA AND AT THE EDGE OF A GROVE OF TREES AT
 ML1112'THE NORTHWEST CORNER OF A FARM YARD.  IT IS AT THE SOUTH EDGE
 ML1112'OF A CULTIVATED FIELD AND AT THE EAST EDGE OF A PASTURE.  IT IS
 ML1112'SET FLUSH AND STAMPED HOLUB 1951.
 ML1112'
 ML1112'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF THE GROVE OF TREES
 ML1112'AND JUST SOUTH OF A CULTIVATED FIELD.  IT IS SET FLUSH AND
 ML1112'STAMPED HOLUB NO 1 1951.
 ML1112'
 ML1112'REFERENCE MARK NO. 2 IS SET JUST INSIDE THE GROVE OF TREES.  IT
 ML1112'IS SET FLUSH AND STAMPED HOLUB NO 2 1951.
 ML1112'
 ML1112'THE DISTANCE BETWEEN REFERENCE MARKS IS 28.3 FEET.
 ML1112'
 ML1112'THE AZIMUTH IS LOCATED AT A T ROAD INTERSECTION AND IN A
 ML1112'TRIANGLE FORMED BY THE T ROAD AND STATE HIGHWAY 68 CURVING FROM
 ML1112'THE SOUTH TO THE EAST.  IT IS 55.0 FEET SOUTHEAST OF THE
 ML1112'CENTER OF A T ROAD INTERSECTION, 50.0 FEET NORTHWEST OF THE
 ML1112'CENTER OF THE CURVE OF STATE HIGHWAY 68, 1.5 FEET NORTH OF A
 ML1112'WITNESS POST AND 1.0 FOOT NORTH OF A POWER LINE POLE.  IT
 ML1112'PROJECTS 8 INCHES AND IS STAMPED HOLUB 1951.
 ML1112'
 ML1112'TO REACH THE STATION FROM THE POST OFFICE IN RAVENNA, GO NORTH,
 ML1112'EAST AND NORTH ON STATE HIGHWAY 68 FOR 4.0 MILES TO WHERE THE
 ML1112'HIGHWAY CURVES TO THE EAST AND THE AZIMUTH MARK ON THE LEFT
 ML1112'AS DESCRIBED.  TURN RIGHT, EAST, ON STATE HIGHWAY 68 FOR 0.7 MILE
 ML1112'TO A FARM YARD LANE LEADING NORTH, TURN LEFT, NORTH, ON LANE TO
 ML1112'THE NORTHEAST CORNER OF A CORNCRIB.  TURN LEFT AND GO WEST ALONG
 ML1112'THE NORTH SIDE OF THE CORNCRIB AND THROUGH A WIRE GATE, TURN
 ML1112'RIGHT AND GO NORTH ALONG THE WEST SIDE OF A GROVE OF TREES TO
 ML1112'THE NORTHWEST CORNER OF THE GROVE OF TREES AND THE STATION ON
 ML1112'THE RIGHT AS DESCRIBED.
 ML1112'
 ML1112'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1733 ***********************************************************************
 NM1733  DESIGNATION -  HOMER
 NM1733  PID         -  NM1733
 NM1733  STATE/COUNTY-  NE/DAKOTA
 NM1733  USGS QUAD   -  EMERSON SE (1967)
 NM1733
 NM1733                         *CURRENT SURVEY CONTROL
 NM1733  ___________________________________________________________________
 NM1733* NAD 83(1995)-  42 20 56.94300(N)    096 30 07.29589(W)     ADJUSTED  
 NM1733* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 NM1733  ___________________________________________________________________
 NM1733  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 NM1733  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 NM1733
 NM1733  HORZ ORDER  -  SECOND
 NM1733
 NM1733.The horizontal coordinates were established by classical geodetic methods
 NM1733.and adjusted by the National Geodetic Survey in August 1997..
 NM1733
 NM1733.The orthometric height was scaled from a topographic map.
 NM1733
 NM1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1733
 NM1733.The geoid height was determined by GEOID03.
 NM1733
 NM1733;                    North         East     Units Scale Factor Converg.
 NM1733;SPC NE       -   285,158.274   788,074.318   MT  0.99976695   +2 19 05.1
 NM1733;SPC IA N     - 1,098,711.542 1,252,705.779   MT  0.99996073   -2 02 04.6
 NM1733;UTM  14      - 4,691,565.592   705,747.591   MT  1.00012088   +1 41 00.0
 NM1733
 NM1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1733!SPC NE       -   0.99993973  x   0.99976695  =   0.99970669
 NM1733!SPC IA N     -   0.99993973  x   0.99996073  =   0.99990046
 NM1733!UTM  14      -   0.99993973  x   1.00012088  =   1.00006060
 NM1733
 NM1733:                Primary Azimuth Mark                     Grid Az
 NM1733:SPC NE       -  DAKOTA CITY KWSR RADIO MAST              033 40 07.5
 NM1733:SPC IA N     -  DAKOTA CITY KWSR RADIO MAST              038 01 17.2
 NM1733:UTM  14      -  DAKOTA CITY KWSR RADIO MAST              034 18 12.6
 NM1733
 NM1733|---------------------------------------------------------------------|
 NM1733| PID    Reference Object                     Distance      Geod. Az  |
 NM1733|                                                           dddmmss.s |
 NM1733| NM1721 DAKOTA CITY KWSR RADIO MAST         APPROX.12.1 KM 0355912.6 |
 NM1733| NM1670 SIOUX CITY MORNINGSIDE MUN TK       APPROX.18.1 KM 0362652.0 |
 NM1733| NM1694 SIOUX CITY FLOYD MON TIP SHAFT      APPROX.16.2 KM 0385905.5 |
 NM1733| NM1726 DAKOTA CITY KTRI MAST N OF 4        APPROX. 9.4 KM 0410927.1 |
 NM1733| NM1725 DAKOTA CITY KTRI MAST 2ND OF 4      APPROX. 9.3 KM 0412257.7 |
 NM1733| NM1727 DAKOTA CITY KTRI MAST 3RD OF 4      APPROX. 9.3 KM 0413635.6 |
 NM1733| NM1722 DAKOTA CITY KTRI MAST S OF 4        APPROX. 9.3 KM 0415021.0 |
 NM1733| NM1724 DAKOTA CITY MUNICIPAL TANK          APPROX.10.1 KM 0425749.8 |
 NM1733| NM1692 SIOUX CITY MUN APT CONTROL TWR      APPROX.11.7 KM 0603722.2 |
 NM1733| NM1671 SERGEANT BLUFF MUNICIPAL TANK       APPROX.13.3 KM 0625351.5 |
 NM1733| NM1680 RADIO RNG TRANSMIT KEOD C OF 7      APPROX.11.7 KM 0804259.3 |
 NM1733| CO3719 HOMER RM 1                           11.027 METERS 20948     |
 NM1733| NM1734 BAIRD RESET                         203.630 METERS 31600     |
 NM1733| CO3720 HOMER RM 2                           11.055 METERS 33220     |
 NM1733|---------------------------------------------------------------------|
 NM1733
 NM1733                          SUPERSEDED SURVEY CONTROL
 NM1733
 NM1733  NAD 83(1986)-  42 20 56.94520(N)    096 30 07.29703(W) AD(       ) 2
 NM1733  NAD 27      -  42 20 56.96400(N)    096 30 06.16400(W) AD(       ) 2
 NM1733
 NM1733.Superseded values are not recommended for survey control.
 NM1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1733.See file dsdata.txt to determine how the superseded data were derived.
 NM1733
 NM1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM0574891566(NAD 83)
 NM1733_MARKER: DS = TRIANGULATION STATION DISK
 NM1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1733_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1733
 NM1733  HISTORY     - Date     Condition        Report By
 NM1733  HISTORY     - 1948     MONUMENTED       CGS
 NM1733
 NM1733                          STATION DESCRIPTION
 NM1733
 NM1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1733'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF HOMER, ON A HIGH
 NM1733'POINT OF THE BLUFFS OVERLOOKING THE MISSOURI RIVER VALLEY.
 NM1733'IT IS ON PROPERTY OWNED AND OCCUPIED BY MR. S.L. STUBBLEFIELD
 NM1733'WHO LIVES ABOUT 1/4 MILE SOUTHEAST OF THE STATION AT THE FOOT
 NM1733'OF THE BLUFFS.  IT IS ON THE HIGHEST POINT OF CLEARED LAND
 NM1733'IN THE IMMEDIATE VICINITY.  IT IS 47 FEET WEST OF A FENCE
 NM1733'LINE.  THE DISK IS STAMPED HOMER 1948 AND IS SET FLUSH WITH THE
 NM1733'GROUND.
 NM1733'
 NM1733'REFERENCE MARK NO. 1 IS 36.17 FEET SOUTH-SOUTHWEST OF THE
 NM1733'STATION, AND 28 FEET WEST OF THE FENCE LINE.  THE DISK IS
 NM1733'STAMPED HOMER NO 1 1948 AND PROJECTS 3 INCHES.
 NM1733'
 NM1733'REFERENCE MARK NO. 2 IS 36.27 FEET NORTHWEST OF THE STATION,
 NM1733'AND 29 FEET WEST OF THE FENCE LINE.  THE DISK IS STAMPED HOMER
 NM1733'NO 2 1948 AND IS SET FLUSH WITH THE GROUND.
 NM1733'
 NM1733'TRIANGULATION STATION BAIRD (MRC) WAS USED AS THE AZIMUTH MARK.
 NM1733'IT IS ABOUT 0.1 MILE NORTHWEST OF THE STATION, ON THE HIGHEST
 NM1733'POINT OF THE RIDGE.  IT IS 56 FEET SOUTHWEST OF A TRIANGLE-BLAZED
 NM1733'14 INCH OAK TREE, AND 8 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 NM1733'
 NM1733'TO REACH THE STATION FROM THE POST OFFICE IN HOMER, GO EAST
 NM1733'ON THE MAIN STREET FOR 1 BLOCK TO THE WEST END OF A CONCRETE
 NM1733'BRIDGE.  TURN LEFT AND FOLLOW THE DIRT ROAD FOR 1.55 MILES
 NM1733'TO A FORK.  TAKE THE LEFT FORK AND GO 0.6 MILES TO THE HOME OF
 NM1733'MR. S.L. STUBBLEFIELD ON THE LEFT AND THE END OF TRUCK TRAVEL.
 NM1733'FROM HERE PACK NORTHWESTERLY ALONG AN OLD ROAD FOR ABOUT
 NM1733'0.3 MILE TO THE TOP OF THE RIDGE.  TURN SHARP RIGHT AND FOLLOW
 NM1733'THE RIDGE FOR ABOUT 40 YARDS TO THE TOP OF A SMALL, CLEARED,
 NM1733'KNOLL AND THE STATION AS DESCRIBED.
 NM1733'
 NM1733'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0443 ***********************************************************************
 MM0443  DESIGNATION -  HOOK
 MM0443  PID         -  MM0443
 MM0443  STATE/COUNTY-  NE/HOOKER
 MM0443  USGS QUAD   -  DISMAL RIVER RANCH NW (1985)
 MM0443
 MM0443                         *CURRENT SURVEY CONTROL
 MM0443  ___________________________________________________________________
 MM0443* NAD 83(1995)-  41 54 52.80243(N)    101 11 05.54952(W)     ADJUSTED  
 MM0443* NAVD 88     -      1094.     (meters)    3589.     (feet)  SCALED    
 MM0443  ___________________________________________________________________
 MM0443  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 MM0443  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 MM0443
 MM0443  HORZ ORDER  -  SECOND
 MM0443
 MM0443.The horizontal coordinates were established by classical geodetic methods
 MM0443.and adjusted by the National Geodetic Survey in August 1997..
 MM0443
 MM0443.The orthometric height was scaled from a topographic map.
 MM0443
 MM0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0443
 MM0443.The geoid height was determined by GEOID03.
 MM0443
 MM0443;                    North         East     Units Scale Factor Converg.
 MM0443;SPC NE       -   231,756.171   401,735.308   MT  0.99968400   -0 47 06.8
 MM0443;UTM  14      - 4,642,610.341   318,807.511   MT  1.00000400   -1 27 35.8
 MM0443
 MM0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0443!SPC NE       -   0.99983159  x   0.99968400  =   0.99951565
 MM0443!UTM  14      -   0.99983159  x   1.00000400  =   0.99983559
 MM0443
 MM0443:                Primary Azimuth Mark                     Grid Az
 MM0443:SPC NE       -  HOOK AZ MK                               058 03 31.5
 MM0443:UTM  14      -  HOOK AZ MK                               058 44 00.5
 MM0443
 MM0443|---------------------------------------------------------------------|
 MM0443| PID    Reference Object                     Distance      Geod. Az  |
 MM0443|                                                           dddmmss.s |
 MM0443| CP8242 HOOK AZ MK                                         0571624.7 |
 MM0443| CP8243 HOOK RM 1                                          08418     |
 MM0443| CP8244 HOOK RM 2                            14.283 METERS 21030     |
 MM0443|---------------------------------------------------------------------|
 MM0443
 MM0443                          SUPERSEDED SURVEY CONTROL
 MM0443
 MM0443  NAD 83(1986)-  41 54 52.80232(N)    101 11 05.55513(W) AD(       ) 2
 MM0443  NAD 27      -  41 54 52.82100(N)    101 11 03.95700(W) AD(       ) 2
 MM0443
 MM0443.Superseded values are not recommended for survey control.
 MM0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0443.See file dsdata.txt to determine how the superseded data were derived.
 MM0443
 MM0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM1880842610(NAD 83)
 MM0443_MARKER: DS = TRIANGULATION STATION DISK
 MM0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0443
 MM0443  HISTORY     - Date     Condition        Report By
 MM0443  HISTORY     - 1946     MONUMENTED       CGS
 MM0443
 MM0443                          STATION DESCRIPTION
 MM0443
 MM0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0443'LOCATED 11-1/2 MILES SOUTHWEST OF MULLEN, 0.15 MILE SOUTH OF
 MM0443'A WIRE FENCE AND 6 FEET SOUTHEAST OF A REFERENCE POST ON THE
 MM0443'HIGHEST POINT OF A PROMINENT SAND HILL THAT IS COVERED WITH
 MM0443'SOAP WEEDS.  IT IS STAMPED HOOK 1946 AND PROJECTS 8 INCHES.
 MM0443'
 MM0443'REFERENCE MARK NO. 1 IS ABOUT 8 FEET LOWER THAN THE STATION.  IT
 MM0443'IS STAMPED HOOK NO 1 1946 AND PROJECTS 8 INCHES.
 MM0443'
 MM0443'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT
 MM0443'IS STAMPED HOOK NO 2 1946 AND PROJECTS 8 INCHES.
 MM0443'
 MM0443'THE AZIMUTH MARK IS ABOUT 100 YARDS WEST-SOUTHWEST OF A RANCH
 MM0443'HOUSE, 12 FEET WEST OF A FENCE CORNER, 3 FEET EAST OF A REFERENCE
 MM0443'POST AND 1 FOOT SOUTH OF A WIRE FENCE.  IT IS STAMPED HOOK 1946
 MM0443'AND PROJECTS 8 INCHES.
 MM0443'
 MM0443'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 2
 MM0443'AND U.S. HIGHWAY NO. 83 AT THE SOUTH EDGE OF MULLEN, GO SOUTH
 MM0443'ON NO. 83 FOR 3.05 MILES.  THEN RIGHT, WEST, FOR 3.55 MILES.  THEN
 MM0443'LEFT, SOUTH, FOR 2.25 MILES TO A RANCH HOUSE ON THE LEFT.
 MM0443'CONTINUE WESTERLY ON THE MAIN TRAVELED ROAD FOR 3.75 MILES.  THEN
 MM0443'LEFT FORK, SOUTHERLY, FOR 1.35 MILES TO A RANCH HOUSE ON THE
 MM0443'LEFT AND THE AZIMUTH MARK ON THE RIGHT.  GO WEST ON A FARM ROAD
 MM0443'(KEEPING TO THE SOUTH OF A WIRE FENCE) FOR 0.1 MILE TO A GATE.
 MM0443'THEN THROUGH GATE, CONTINUE WESTERLY, FOR 0.5 MILE TO A
 MM0443'FENCE CORNER ON THE RIGHT.  THEN LEAVE THE FARM ROAD, TURN LEFT,
 MM0443'(SOUTHERLY) FOR 0.7 MILE TO AN EAST-WEST WIRE FENCE.  TAKE
 MM0443'THE FENCE DOWN AND CONTINUE (SOUTHERLY) FOR 0.15 MILE
 MM0443'TO THE HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0986 ***********************************************************************
 LG0986  DESIGNATION -  HOOP
 LG0986  PID         -  LG0986
 LG0986  STATE/COUNTY-  NE/OTOE
 LG0986  USGS QUAD   -  ELMWOOD (1966)
 LG0986
 LG0986                         *CURRENT SURVEY CONTROL
 LG0986  ___________________________________________________________________
 LG0986* NAD 83(1995)-  40 46 45.86887(N)    096 20 58.83300(W)     ADJUSTED  
 LG0986* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 LG0986  ___________________________________________________________________
 LG0986  LAPLACE CORR-          -6.58  (seconds)                    DEFLEC99
 LG0986  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 LG0986
 LG0986  HORZ ORDER  -  SECOND
 LG0986
 LG0986.The horizontal coordinates were established by classical geodetic methods
 LG0986.and adjusted by the National Geodetic Survey in August 1997..
 LG0986
 LG0986.The orthometric height was scaled from a topographic map.
 LG0986
 LG0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0986
 LG0986.The geoid height was determined by GEOID03.
 LG0986
 LG0986;                    North         East     Units Scale Factor Converg.
 LG0986;SPC NE       -   111,543.026   807,970.211   MT  0.99973835   +2 25 08.6
 LG0986;UTM  14      - 4,517,649.553   723,649.657   MT  1.00021570   +1 43 54.4
 LG0986
 LG0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0986!SPC NE       -   0.99994168  x   0.99973835  =   0.99968005
 LG0986!UTM  14      -   0.99994168  x   1.00021570  =   1.00015737
 LG0986
 LG0986:                Primary Azimuth Mark                     Grid Az
 LG0986:SPC NE       -  HOOP AZ MK                               053 56 46.2
 LG0986:UTM  14      -  HOOP AZ MK                               054 38 00.4
 LG0986
 LG0986|---------------------------------------------------------------------|
 LG0986| PID    Reference Object                     Distance      Geod. Az  |
 LG0986|                                                           dddmmss.s |
 LG0986| CL7105 HOOP AZ MK                                         0562154.8 |
 LG0986| LG0973 PALMYRA N NAT GAS RADIO MAST        APPROX. 4.0 KM 2081416.8 |
 LG0986| CL7107 HOOP RM 2                            26.631 METERS 22409     |
 LG0986| LG0991 EAGLE MUNICIPAL TANK                APPROX. 8.1 KM 3011742.9 |
 LG0986| CL7106 HOOP RM 1                            22.693 METERS 35657     |
 LG0986|---------------------------------------------------------------------|
 LG0986
 LG0986                          SUPERSEDED SURVEY CONTROL
 LG0986
 LG0986  NAD 83(1986)-  40 46 45.87982(N)    096 20 58.83053(W) AD(       ) 2
 LG0986  NAD 27      -  40 46 45.87571(N)    096 20 57.80019(W) AD(       ) 2
 LG0986
 LG0986.Superseded values are not recommended for survey control.
 LG0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0986.See file dsdata.txt to determine how the superseded data were derived.
 LG0986
 LG0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2365017650(NAD 83)
 LG0986_MARKER: DS = TRIANGULATION STATION DISK
 LG0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0986
 LG0986  HISTORY     - Date     Condition        Report By
 LG0986  HISTORY     - 1961     MONUMENTED       CGS
 LG0986
 LG0986                          STATION DESCRIPTION
 LG0986
 LG0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0986'THE STATION IS 5 MILES SOUTHEAST OF EAGLE, 5 MILES NORTH-NORTHEAST
 LG0986'OF PALMYRA, UPON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH ROAD.
 LG0986'
 LG0986'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LG0986'STATE HIGHWAY 43, AT THE EAST EDGE OF EAGLE, GO EAST ON U.S.
 LG0986'HIGHWAY 34 FOR 3.9 MILES TO A CROSS ROAD.  TURN RIGHT AND GO
 LG0986'SOUTH ON A DIRT ROAD FOR 2.25 MILES TO THE STATION ON THE LEFT.
 LG0986'
 LG0986'SURFACE AND UNDERGROUND STATION MARKS ARE STANDARD DISKS, STAMPED
 LG0986'HOOP 1961.  THE SURFACE MARK IS SET IN THE TOP OF A CONCRETE
 LG0986'MONUMENT, 12 INCHES SQUARE AT THE TOP, PROJECTING 6 INCHES ABOVE
 LG0986'THE GROUND.  IT IS 27.0 FEET EAST OF THE CENTER OF THE ROAD AND
 LG0986'1.5 FEET EAST OF A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND
 LG0986'MARK IS SET IN THE TOP OF A MASS OF CONCRETE 41 INCHES BELOW THE
 LG0986'GROUND SURFACE.
 LG0986'
 LG0986'REFERENCE MARK 1, A STANDARD DISK STAMPED HOOP NO 1 1961, IS
 LG0986'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 LG0986'TOP, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 LG0986'IS 27.0 FEET EAST OF THE CENTER OF THE ROAD AND 1.5 FEET WEST
 LG0986'OF THE EAST RIGHT-OF-WAY FENCE.
 LG0986'
 LG0986'REFERENCE MARK 2, A STANDARD DISK STAMPED HOOP NO 2 1961, IS SET
 LG0986'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 LG0986'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 36.0
 LG0986'FEET WEST OF THE CENTER OF THE ROAD AND 1.0 FOOT EAST OF THE
 LG0986'WEST RIGHT-OF-WAY FENCE.
 LG0986'
 LG0986'PICTURE POINT NUMBER 1 IS THE SOUTH END OF THE HEDGE ROW NORTH OF
 LG0986'THE STATION.
 LG0986'
 LG0986'PICTURE POINT NUMBER 2 IS THE NORTH END OF THE HEDGE ROW SOUTH OF
 LG0986'THE STATION.
 LG0986'
 LG0986'PICUTRE POINT NUMBER 3 IS THE CENTER OF A FIELD ENTRANCE ROAD AT
 LG0986'ITS JUNCTION WITH THE NORTH-SOUTH COUNTY ROAD.
 LG0986'
 LG0986'THE AZIMUTH MARK, A STANDARD DISK STAMPED HOOP 1961, IS SET IN
 LG0986'THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 LG0986'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 45
 LG0986'FEET WEST OF A POWER LINE POLE, 32 FEET NORTH OF THE CENTER OF
 LG0986'AN EAST-WEST ROAD, 1.5 FEET EAST OF A METAL WITNESS POST WITH
 LG0986'SIGN AND 1.0 FOOT SOUTH OF A FENCE.
 LG0986'
 LG0986'TO REACH THE AZIMUTH FROM THE STATION, DRIVE NORTH ON A DIRT
 LG0986'ROAD FOR 0.2 MILE TO A CROSS ROAD.  TURN RIGHT AND DRIVE EAST
 LG0986'FOR 0.45 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0449 ***********************************************************************
 NO0449  DESIGNATION -  HOOPER
 NO0449  PID         -  NO0449
 NO0449  STATE/COUNTY-  NE/CHERRY
 NO0449  USGS QUAD   -  KILGORE SE (1985)
 NO0449
 NO0449                         *CURRENT SURVEY CONTROL
 NO0449  ___________________________________________________________________
 NO0449* NAD 83(1995)-  42 49 26.26910(N)    100 45 48.91438(W)     ADJUSTED  
 NO0449* NAVD 88     -       909.     (meters)    2982.     (feet)  SCALED    
 NO0449  ___________________________________________________________________
 NO0449  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 NO0449  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 NO0449
 NO0449  HORZ ORDER  -  SECOND
 NO0449
 NO0449.The horizontal coordinates were established by classical geodetic methods
 NO0449.and adjusted by the National Geodetic Survey in August 1997..
 NO0449
 NO0449.The orthometric height was scaled from a topographic map.
 NO0449
 NO0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0449
 NO0449.The geoid height was determined by GEOID03.
 NO0449
 NO0449;                    North         East     Units Scale Factor Converg.
 NO0449;SPC NE       -   332,341.652   437,564.453   MT  0.99992402   -0 30 21.7
 NO0449;UTM  14      - 4,742,774.917   355,841.452   MT  0.99985567   -1 11 56.4
 NO0449
 NO0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0449!SPC NE       -   0.99986076  x   0.99992402  =   0.99978479
 NO0449!UTM  14      -   0.99986076  x   0.99985567  =   0.99971645
 NO0449
 NO0449|---------------------------------------------------------------------|
 NO0449| PID    Reference Object                     Distance      Geod. Az  |
 NO0449|                                                           dddmmss.s |
 NO0449| CO3722 HOOPER RM 1                          17.372 METERS 21345     |
 NO0449| CO3721 HOOPER AZ MK                                       3000713.6 |
 NO0449| CO3723 HOOPER RM 2                          38.215 METERS 33425     |
 NO0449|---------------------------------------------------------------------|
 NO0449
 NO0449                          SUPERSEDED SURVEY CONTROL
 NO0449
 NO0449  NAD 83(1986)-  42 49 26.26923(N)    100 45 48.92451(W) AD(       ) 2
 NO0449  NAD 27      -  42 49 26.24800(N)    100 45 47.41500(W) AD(       ) 2
 NO0449
 NO0449.Superseded values are not recommended for survey control.
 NO0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0449.See file dsdata.txt to determine how the superseded data were derived.
 NO0449
 NO0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5584142775(NAD 83)
 NO0449_MARKER: DB = BENCH MARK DISK
 NO0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0449
 NO0449  HISTORY     - Date     Condition        Report By
 NO0449  HISTORY     - 1949     MONUMENTED       USGS
 NO0449
 NO0449                          STATION DESCRIPTION
 NO0449
 NO0449'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NO0449'THE STATION IS LOCATED ABOUT 7.25 MILES SOUTH AND 0.5 OF A MILE
 NO0449'WEST OF CROOKSTON ON THE HIGHEST POINT OF A NORTH-SOUTH SAND
 NO0449'RIDGE.  IT IS ABOUT 40.0 FEET WEST-NORTHWEST OF A LONE ELM TREE
 NO0449'ON THE EAST SLOPE OF THE RIDGE, ABOUT 15.0 FEET WEST OF THE
 NO0449'EAST BREAK OF THE RIDGE, AND 4.7 FEET NORTH OF A WITNESS POST.
 NO0449'IT IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN THE TOP OF A
 NO0449'10 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 NO0449'GROUND AND IS STAMPED HOOPER 1948.
 NO0449'
 NO0449'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST SLOPE OF THE RIDGE
 NO0449'ABOUT THE SAME ELEVATION AS THE STATION.  IT PROJECTS 3 INCHES
 NO0449'AND IS STAMPED HOOPER NO 1 1949.
 NO0449'
 NO0449'REFERENCE MARK NO. 2 IS NORTH OF THE STATION ON A SMALL SAND
 NO0449'DUNE ABOUT THE SAME ELEVATION AS THE STATION.  IT PROJECTS 3
 NO0449'INCHES AND IS STAMPED HOOPER NO 2 1949.
 NO0449'
 NO0449'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0449'NO. 2 IS 162.15 FEET.
 NO0449'
 NO0449'THE AZIMUTH MARK IS ABOUT 0.3 OF A MILE EAST OF A FARM HOUSE,
 NO0449'18.0 FEET EAST OF THE CENTER OF A TRACK ROAD AND 1.0 FOOT
 NO0449'NORTH-NORTHEAST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 NO0449'STAMPED HOOPER 1949.
 NO0449'
 NO0449'TO REACH THE STATION FROM THE POST OFFICE IN CROOKSTON, GO
 NO0449'SOUTH ON THE MAIN STREET FOR 0.1 OF A MILE TO U.S. HIGHWAY
 NO0449'NO. 20, TURN LEFT ON U.S. HIGHWAY NO. 20 AND GO EAST FOR 0.2
 NO0449'OF A MILE TO A CROSSROAD, TURN RIGHT ACROSS A SMALL BRIDGE
 NO0449'AND CONTINUE SOUTH ON THE MAIN ROAD FOR 3.2 MILES TO A FORK,
 NO0449'TAKE THE LEFT FORK 1.1 MILES TO A FORK, TAKE THE RIGHT FORK
 NO0449'AND GO WESTERLY FOR 0.55 OF A MILE TO A FORK, TAKE THE LEFT
 NO0449'FORK AND GO SOUTH ON THE MAIN ROAD FOR 2.5 MILES TO A FORK,
 NO0449'TAKE THE LEFT FORK AND CONTINUE STRAIGHT AHEAD FOR ABOUT
 NO0449'0.05 OF A MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 NO0449'DESCRIBED, CONTINUE SOUTH ON MAIN ROAD FOR 0.2 OF A MILE TO
 NO0449'A CROSSROAD, TURN LEFT AND GO EAST ON A TRACK ROAD FOR 1.05
 NO0449'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND TURN
 NO0449'SHARP RIGHT THROUGH A WIRE GATE IN THE NORTHWEST CORNER OF A
 NO0449'PASTURE AND GO SOUTHEAST ALONG A RIDGE FOR ABOUT 1.0 MILE TO AN
 NO0449'EAST-WEST FENCE, HERE LET FENCE DOWN AND CONTINUE SOUTH FOR
 NO0449'ABOUT 150.0 FEET TO THE HIGHEST POINT AND THE STATION AS
 NO0449'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2112 ***********************************************************************
 MK2112  DESIGNATION -  HOOPER
 MK2112  PID         -  MK2112
 MK2112  STATE/COUNTY-  NE/DODGE
 MK2112  USGS QUAD   -  HOOPER (1966)
 MK2112
 MK2112                         *CURRENT SURVEY CONTROL
 MK2112  ___________________________________________________________________
 MK2112* NAD 83(1995)-  41 35 47.46319(N)    096 34 42.05432(W)     ADJUSTED  
 MK2112* NAVD 88     -       397.83   (+/-2cm)    1305.2    (feet)  VERTCON   
 MK2112  ___________________________________________________________________
 MK2112  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 MK2112  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 MK2112
 MK2112  HORZ ORDER  -  FIRST
 MK2112  VERT ORDER  -  THIRD ? (See Below)
 MK2112
 MK2112.The horizontal coordinates were established by classical geodetic methods
 MK2112.and adjusted by the National Geodetic Survey in August 1997..
 MK2112
 MK2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK2112.The vertical order pertains to the NGVD 29 superseded value.
 MK2112
 MK2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2112
 MK2112.The geoid height was determined by GEOID03.
 MK2112
 MK2112;                    North         East     Units Scale Factor Converg.
 MK2112;SPC NE       -   201,400.296   785,098.732   MT  0.99965984   +2 16 03.1
 MK2112;UTM  14      - 4,607,812.053   701,824.601   MT  1.00010129   +1 36 29.6
 MK2112
 MK2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2112!SPC NE       -   0.99994173  x   0.99965984  =   0.99960159
 MK2112!UTM  14      -   0.99994173  x   1.00010129  =   1.00004302
 MK2112
 MK2112|---------------------------------------------------------------------|
 MK2112| PID    Reference Object                     Distance      Geod. Az  |
 MK2112|                                                           dddmmss.s |
 MK2112| CL7109 HOOPER RM 1                          25.201 METERS 06856     |
 MK2112| CL7108 HOOPER AZ MK                                       0913116.9 |
 MK2112| CL7110 HOOPER RM 2                          29.540 METERS 12728     |
 MK2112| CL7111 HOOPER RM 3                          30.663 METERS 13047     |
 MK2112|---------------------------------------------------------------------|
 MK2112
 MK2112                          SUPERSEDED SURVEY CONTROL
 MK2112
 MK2112  NAD 83(1986)-  41 35 47.46976(N)    096 34 42.05657(W) AD(       ) 1
 MK2112  NAD 27      -  41 35 47.47951(N)    096 34 40.98049(W) AD(       ) 1
 MK2112  NGVD 29 (07/19/86)  397.69   (m)         1304.8    (f) LEVELING    3  
 MK2112
 MK2112.Superseded values are not recommended for survey control.
 MK2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2112.See file dsdata.txt to determine how the superseded data were derived.
 MK2112
 MK2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM0182507812(NAD 83)
 MK2112_MARKER: DS = TRIANGULATION STATION DISK
 MK2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2112_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK2112
 MK2112  HISTORY     - Date     Condition        Report By
 MK2112  HISTORY     - 1968     MONUMENTED       CGS
 MK2112  HISTORY     - 1974     GOOD             NGS
 MK2112  HISTORY     - 1975     GOOD             NEDR
 MK2112
 MK2112                          STATION DESCRIPTION
 MK2112
 MK2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK2112'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF SCRIBNER, 1-1/2
 MK2112'MILES WEST OF HOOPER AND ON PROPERTY OWNED BY MR. GLENN A.
 MK2112'HARTMANN.
 MK2112'
 MK2112'TO REACH THE STATION FROM THE INTERSECTION OF MAIN ST. AND U.S.
 MK2112'HIGHWAY 275 IN HOOPER, GO WEST ON U.S. HIGHWAY 275 FOR 0.6 MILE TO
 MK2112'A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 MK2112'0.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON THE GRAVELED
 MK2112'ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON THE
 MK2112'GRAVELED ROAD FOR 1.0 MILES TO A CROSSROAD AND THE STATION
 MK2112'ABOUT 100 FEET WEST OF THE INTERSECTION.
 MK2112'
 MK2112'THE STATION MARK IS A STANDARD DISK STAMPED HOOPER 1968, SET IN THE
 MK2112'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 FEET BELOW THE GROUND
 MK2112'SURFACE.  IT IS 32 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 7
 MK2112'FEET NORTHEAST OF THE METAL WITNESS POST WITH SIGN ATTACHED AND 5
 MK2112'FEET NORTH OF A FENCE.
 MK2112'
 MK2112'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOOPER NO 1 1968, SET
 MK2112'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MK2112'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 34.5 FEET
 MK2112'NORTH OF A FENCE CORNER, 32 FEET WEST OF THE CENTER OF THE GRAVELED
 MK2112'ROAD, 2 FEET SOUTHWEST OF A POWERLINE POLE AND 1 FOOT WEST OF A
 MK2112'FENCE.
 MK2112'
 MK2112'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOOPER NO 2 1968, SET IN
 MK2112'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 MK2112'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET SOUTHWEST OF
 MK2112'THE CENTER OF THE INTERSECTION OF THE GRAVELED ROAD, 6 FEET
 MK2112'NORTHWEST OF A POWERLINE POLE AND 3.5 FEET NORTH OF A FENCE.
 MK2112'
 MK2112'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOOPER 1968, SET IN THE
 MK2112'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 MK2112'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET SOUTH OF
 MK2112'THE CENTER OF THE GRAVELED ROAD, 9 FEET WEST OF A FENCE CORNER,
 MK2112'2.5 FEET EAST OF THE METAL WITNESS POST WITH SIGN ATTACHED AND
 MK2112'1.5 FEET NORTH OF A FENCE.
 MK2112'
 MK2112'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE GRAVELED
 MK2112'ROAD FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 MK2112
 MK2112                          STATION RECOVERY (1974)
 MK2112
 MK2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MK2112'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 MK2112'RECOVERED AND FOUND IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED IN
 MK2112'1968.  REFERENCE MARK 2 WAS DESTROYED BY ROAD CONSTRUTION.
 MK2112'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  THE LINE OF SIGHT TO
 MK2112'THE AZIMUTH MARK IS OBSTRUCTED THIS DATE BY TALL WEEDS ALONG
 MK2112'FENCELINE.  THE 1968 DESCRIPTION IS ADEQUATE FOR RECOVERY
 MK2112'WITH THE ADDITIONAL DESCRIPTION FOR REFERENCE MARK 3 AS
 MK2112'FOLLOWS.
 MK2112'
 MK2112'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HOOPER 1968 NO 3 1974,
 MK2112'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 MK2112'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE WITH GRAVEL
 MK2112'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 31 FEET SOUTH OF
 MK2112'THE CENTER OF AN EAST-WEST GRAVELED ROAD, 3.5 FEET WEST-SOUTHWEST OF
 MK2112'A POWER POLE AND .08 FOOT EAST OF A METAL WITNESS POST WITH SIGN
 MK2112'ATTACHED.
 MK2112'
 MK2112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES WEST OF
 MK2112'HOOPER.
 MK2112
 MK2112                          STATION RECOVERY (1975)
 MK2112
 MK2112'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 MK2112'HOOPER 1968 STATION AND AZIMUTH FOUND AS DESCRIBED, AND IN GOOD
 MK2112'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0655 ***********************************************************************
 NP0655  DESIGNATION -  HOP
 NP0655  PID         -  NP0655
 NP0655  STATE/COUNTY-  NE/BOX BUTTE
 NP0655  USGS QUAD   -  BOX BUTTE NW (1976)
 NP0655
 NP0655                         *CURRENT SURVEY CONTROL
 NP0655  ___________________________________________________________________
 NP0655* NAD 83(1995)-  42 22 56.57661(N)    102 54 41.33846(W)     ADJUSTED  
 NP0655* NAVD 88     -      1238.     (meters)    4062.     (feet)  SCALED    
 NP0655  ___________________________________________________________________
 NP0655  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 NP0655  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 NP0655
 NP0655  HORZ ORDER  -  SECOND
 NP0655
 NP0655.The horizontal coordinates were established by classical geodetic methods
 NP0655.and adjusted by the National Geodetic Survey in August 1997..
 NP0655
 NP0655.The orthometric height was scaled from a topographic map.
 NP0655
 NP0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0655
 NP0655.The geoid height was determined by GEOID03.
 NP0655
 NP0655;                    North         East     Units Scale Factor Converg.
 NP0655;SPC NE       -   287,056.309   260,330.045   MT  0.99977568   -1 55 46.0
 NP0655;UTM  13      - 4,694,345.869   671,930.173   MT  0.99996371   +1 24 29.4
 NP0655
 NP0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0655!SPC NE       -   0.99980881  x   0.99977568  =   0.99958453
 NP0655!UTM  13      -   0.99980881  x   0.99996371  =   0.99977253
 NP0655
 NP0655|---------------------------------------------------------------------|
 NP0655| PID    Reference Object                     Distance      Geod. Az  |
 NP0655|                                                           dddmmss.s |
 NP0655| CQ3998 HOP RM 1                             18.002 METERS 08635     |
 NP0655| CQ3997 HOP AZ MK                                          2663025.5 |
 NP0655| CQ3999 HOP RM 2                             23.470 METERS 31719     |
 NP0655|---------------------------------------------------------------------|
 NP0655
 NP0655                          SUPERSEDED SURVEY CONTROL
 NP0655
 NP0655  NAD 83(1995)-  42 22 56.57634(N)    102 54 41.33818(W) AD(       ) 2
 NP0655  NAD 83(1986)-  42 22 56.57318(N)    102 54 41.33452(W) AD(       ) 2
 NP0655  NAD 27      -  42 22 56.70000(N)    102 54 39.63800(W) AD(       ) 2
 NP0655
 NP0655.Superseded values are not recommended for survey control.
 NP0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0655.See file dsdata.txt to determine how the superseded data were derived.
 NP0655
 NP0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7193094346(NAD 83)
 NP0655_MARKER: DS = TRIANGULATION STATION DISK
 NP0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0655
 NP0655  HISTORY     - Date     Condition        Report By
 NP0655  HISTORY     - 1946     MONUMENTED       CGS
 NP0655  HISTORY     - 1967     GOOD             USAF
 NP0655  HISTORY     - 1990     GOOD             USPSQD
 NP0655
 NP0655                          STATION DESCRIPTION
 NP0655
 NP0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0655'LOCATED 20 MILES NORTH OF ALLIANCE, 50.2 FEET EAST OF
 NP0655'A FENCE CORNER, 27 FEET NORTH OF THE CENTERLINE OF A DIRT
 NP0655'ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  IT IS STAMPED HOP
 NP0655'1946 AND PROJECTS 4 INCHES.
 NP0655'
 NP0655'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE CENTERLINE OF
 NP0655'THE DIRT ROAD AND 1 FOOT SOUTH OF THE WIRE FENCE.  IT IS
 NP0655'STAMPED HOP NO 1 1946 AND PROJECTS 6 INCHES.
 NP0655'
 NP0655'REFERENCE MARK NO. 2 IS 58.5 FEET NORTH OF THE FENCE CORNER
 NP0655'AND 35 FEET EAST OF THE CENTERLINE OF A TRACK ROAD.  IT IS
 NP0655'STAMPED HOP NO 2 1946 AND PROJECTS 6 INCHES.
 NP0655'
 NP0655'THE AZIMUTH MARK IS 0.15 MILE WEST OF A FARM YARD, 25 FEET
 NP0655'SOUTH OF THE CENTERLINE OF THE DIRT ROAD AND 2 FEET NORTH
 NP0655'OF A WIRE FENCE.  IT IS STAMPED HOP 1946 AND PROJECTS 12
 NP0655'INCHES.
 NP0655'
 NP0655'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NP0655'NO. 19 AND 2 AT THE EAST EDGE OF ALLIANCE, GO NORTH ON NO. 19
 NP0655'FOR 16.1 MILES TO THE JUNCTION WITH STATE HIGHWAY NO. 87.
 NP0655'CONTINUE NORTH ON A GRADED DIRT ROAD FOR 4.2 MILES, THEN
 NP0655'TURN LEFT (WEST) FOR 2.15 MILES TO THE STATION ON THE RIGHT.
 NP0655'
 NP0655'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.6
 NP0655'MILE TO THE MARK ON THE LEFT.
 NP0655'
 NP0655'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NP0655
 NP0655                          STATION RECOVERY (1967)
 NP0655
 NP0655'RECOVERY NOTE BY US AIR FORCE 1967
 NP0655'STATION, BOTH REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 NP0655'IN GOOD CONDITION.  THE 1946 ROUTE DESCRIPTION IS ADEQUATE
 NP0655'EXCEPT THAT HWY 19 IS PRESENTLY U.S. HWY 385.
 NP0655
 NP0655                          STATION RECOVERY (1990)
 NP0655
 NP0655'RECOVERY NOTE BY US POWER SQUADRON 1990 (JB)
 NP0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1056 ***********************************************************************
 LH1056  DESIGNATION -  HOPE
 LH1056  PID         -  LH1056
 LH1056  STATE/COUNTY-  NE/GOSPER
 LH1056  USGS QUAD   -  BERTRAND (1971)
 LH1056
 LH1056                         *CURRENT SURVEY CONTROL
 LH1056  ___________________________________________________________________
 LH1056* NAD 83(1995)-  40 34 27.53038(N)    099 40 49.41851(W)     ADJUSTED  
 LH1056* NAVD 88     -       772.     (meters)    2533.     (feet)  SCALED    
 LH1056  ___________________________________________________________________
 LH1056  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 LH1056  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 LH1056
 LH1056  HORZ ORDER  -  THIRD
 LH1056
 LH1056.The horizontal coordinates were established by classical geodetic methods
 LH1056.and adjusted by the National Geodetic Survey in August 1997..
 LH1056
 LH1056.The orthometric height was scaled from a topographic map.
 LH1056
 LH1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1056
 LH1056.The geoid height was determined by GEOID03.
 LH1056
 LH1056;                    North         East     Units Scale Factor Converg.
 LH1056;SPC NE       -    82,320.922   527,056.610   MT  0.99978961   +0 12 42.5
 LH1056;UTM  14      - 4,491,726.040   442,411.045   MT  0.99964082   -0 26 33.2
 LH1056
 LH1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1056!SPC NE       -   0.99988270  x   0.99978961  =   0.99967234
 LH1056!UTM  14      -   0.99988270  x   0.99964082  =   0.99952356
 LH1056
 LH1056|---------------------------------------------------------------------|
 LH1056| PID    Reference Object                     Distance      Geod. Az  |
 LH1056|                                                           dddmmss.s |
 LH1056| CQ5578 HOPE RM 1                            12.414 METERS 00012     |
 LH1056| CN8811 HOPE AZ MK                                         0025850.5 |
 LH1056| CQ5579 HOPE RM 2                            21.795 METERS 08828     |
 LH1056| LH1057 BERTRAND MUNICIPAL TANK             APPROX. 6.3 KM 1413347.7 |
 LH1056| LH1058 BERTRAND IMMAN LUTH CH CROSS        APPROX. 6.8 KM 1431909.1 |
 LH1056|---------------------------------------------------------------------|
 LH1056
 LH1056                          SUPERSEDED SURVEY CONTROL
 LH1056
 LH1056  NAD 83(1986)-  40 34 27.53619(N)    099 40 49.42159(W) AD(       ) 3
 LH1056  NAD 27      -  40 34 27.51800(N)    099 40 48.02100(W) AD(       ) 3
 LH1056
 LH1056.Superseded values are not recommended for survey control.
 LH1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1056.See file dsdata.txt to determine how the superseded data were derived.
 LH1056
 LH1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4241191726(NAD 83)
 LH1056_MARKER: DS = TRIANGULATION STATION DISK
 LH1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1056
 LH1056  HISTORY     - Date     Condition        Report By
 LH1056  HISTORY     - 1951     MONUMENTED       CGS
 LH1056  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH1056
 LH1056                          STATION DESCRIPTION
 LH1056
 LH1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1056'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF BERTRAND, 0.3
 LH1056'MILE NORTH OF THE HOPE LUTHERAN CHURCH AND ON THE WEST
 LH1056'RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD.  IT IS 42.0 FEET
 LH1056'WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 24.0 FEET
 LH1056'NORTH OF POWER LINE POLE NO. 317 AND 4.0 FEET NORTH OF A
 LH1056'WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED HOPE 1951.
 LH1056'
 LH1056'REFERENCE MARK NO. 1 IS 42.0 FEET WEST OF THE CENTER OF A
 LH1056'NORTH-SOUTH GRAVELED ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED
 LH1056'HOPE NO 1 1951.
 LH1056'
 LH1056'REFERENCE MARK NO. 2 IS 30.0 FEET EAST OF THE CENTER OF A
 LH1056'NORTH-SOUTH GRAVELED ROAD AND SET IN A NORTH-SOUTH FENCE LINE.
 LH1056'IT PROJECTS 3 INCHES AND IS STAMPED HOPE NO 2 1951.
 LH1056'
 LH1056'THE DISTANCE BETWEEN REFERENCE MARKS IS 81.2 FEET.
 LH1056'
 LH1056'THE AZIMUTH MARK IS LOCATED 0.25 MILE NORTH OF THE STATION AND ON
 LH1056'THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD.  IT IS
 LH1056'27.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 1.5
 LH1056'FEET WEST OF A NORTH-SOUTH FENCE LINE AND A TELEPHONE POLE AND
 LH1056'1.5 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 2 INCHES AND IS
 LH1056'STAMPED HOPE 1951.
 LH1056'
 LH1056'TO REACH THE STATION FROM THE DEPOT IN BERTRAND, GO SOUTH ON THE
 LH1056'MAIN STREET FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 23.
 LH1056'TURN RIGHT AND GO WEST, NORTH AND NORTHWEST ON STATE HIGHWAY 23
 LH1056'FOR 3.1 MILES TO A CROSSROAD.  TURN RIGHT, NORTH, ON A GRAVELED
 LH1056'ROAD FOR 1.6 MILES TO THE HOPE LUTHERAN CHURCH ON THE RIGHT,
 LH1056'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.3 MILE TO POWERLINE
 LH1056'POLE NO. 317 AND THE STATION ON THE LEFT AS DESCRIBED.
 LH1056
 LH1056                          STATION RECOVERY (2006)
 LH1056
 LH1056'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1056'SEARCHED FOR BUT COULD NOT FIND THE STATION, REFERENCE MARK NO. 1 OR
 LH1056'THE AZIMUTH MARK.  FOUND REFERENCE MARK NO. 2 AND ITS CONCRETE
 LH1056'MONUMENT OUT OF THE GROUND AND LYING ON ITS SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1059 ***********************************************************************
 LH1059  DESIGNATION -  HOPE LUTHERAN CHURCH BELFRY
 LH1059  PID         -  LH1059
 LH1059  STATE/COUNTY-  NE/GOSPER
 LH1059  USGS QUAD   -  BERTRAND (1971)
 LH1059
 LH1059                         *CURRENT SURVEY CONTROL
 LH1059  ___________________________________________________________________
 LH1059* NAD 83(1995)-  40 34 02.40389(N)    099 40 47.96845(W)     ADJUSTED  
 LH1059* NAVD 88     -                                                        
 LH1059  ___________________________________________________________________
 LH1059  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 LH1059  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 LH1059
 LH1059  HORZ ORDER  -  THIRD
 LH1059
 LH1059.The horizontal coordinates were established by classical geodetic methods
 LH1059.and adjusted by the National Geodetic Survey in August 1997..
 LH1059
 LH1059
 LH1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1059
 LH1059.The geoid height was determined by GEOID03.
 LH1059
 LH1059;                    North         East     Units Scale Factor Converg.
 LH1059;SPC NE       -    81,546.164   527,093.577   MT  0.99979157   +0 12 43.4
 LH1059;UTM  14      - 4,490,951.026   442,439.157   MT  0.99964078   -0 26 32.1
 LH1059
 LH1059                          SUPERSEDED SURVEY CONTROL
 LH1059
 LH1059  NAD 83(1986)-  40 34 02.40924(N)    099 40 47.97139(W) AD(       ) 4
 LH1059  NAD 27      -  40 34 02.38500(N)    099 40 46.56200(W) AD(       ) 3
 LH1059
 LH1059.Superseded values are not recommended for survey control.
 LH1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1059.See file dsdata.txt to determine how the superseded data were derived.
 LH1059
 LH1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4243990951(NAD 83)
 LH1059_MARKER: 75 = BELFRY
 LH1059
 LH1059  HISTORY     - Date     Condition        Report By
 LH1059  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1059  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH1059
 LH1059                          STATION DESCRIPTION
 LH1059
 LH1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1059'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF BERTRAND,
 LH1059'3.5 MILES EAST OF SMITHFIELD AND 70 FEET EAST OF THE CENTER OF
 LH1059'A NORTH-SOUTH GRAVELED ROAD.
 LH1059'
 LH1059'IT IS A BELFRY ON THE WEST END OF A WHITE FRAME CHURCH.  THE
 LH1059'OVERALL HEIGHT IS 70 FEET.
 LH1059'
 LH1059'THE POINT OBSERVED UPON WAS THE APEX OF THE BELFRY.
 LH1059'
 LH1059'TO REACH THE STATION FROM THE DEPOT IN SMITHFIELD, GO SOUTH ON
 LH1059'A GRAVELED ROAD FOR 0.05 MILE TO STATE HIGHWAY 23, TURN LEFT AND
 LH1059'GO SOUTHEAST ON STATE HIGHWAY 23 FOR 3.3 MILES TO A CROSS ROAD.
 LH1059'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 1.5 MILES TO THE
 LH1059'STATION ON THE RIGHT AS DESCRIBED.
 LH1059
 LH1059                          STATION RECOVERY (2006)
 LH1059
 LH1059'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1059'THE CURRENT HOPE LUTHERAN CHURCH IS BRICK WITH A SPIRE AT THE
 LH1059'SOUTHEAST CORNER AND A CORNERSTONE DATE OF 1954.  THE PRESENT SPIRE IS
 LH1059'ABOUT 100 FEET EAST-NORTHEAST OF THE LOCATION OF THE PUBLISHGED
 LH1059'COORDINATES FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1384 ***********************************************************************
 LF1384  FBN         -  This is a Federal Base Network Control Station.
 LF1384  DESIGNATION -  HORALEK
 LF1384  PID         -  LF1384
 LF1384  STATE/COUNTY-  NE/RICHARDSON
 LF1384  USGS QUAD   -  HUMBOLDT SW (1965)
 LF1384
 LF1384                         *CURRENT SURVEY CONTROL
 LF1384  ___________________________________________________________________
 LF1384* NAD 83(1995)-  40 07 00.30296(N)    095 58 36.58619(W)     ADJUSTED  
 LF1384* NAVD 88     -       358.9    (meters)    1177.     (feet)  GPS OBS   
 LF1384  ___________________________________________________________________
 LF1384  X           -    -508,616.908 (meters)                     COMP
 LF1384  Y           -  -4,858,064.322 (meters)                     COMP
 LF1384  Z           -   4,088,120.017 (meters)                     COMP
 LF1384  LAPLACE CORR-          -7.89  (seconds)                    DEFLEC99
 LF1384  ELLIP HEIGHT-         329.50  (meters)          (07/10/01) GPS OBS
 LF1384  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LF1384
 LF1384  HORZ ORDER  -  B
 LF1384  ELLP ORDER  -  FOURTH    CLASS I
 LF1384
 LF1384.The horizontal coordinates were established by GPS observations
 LF1384.and adjusted by the National Geodetic Survey in June 1996..
 LF1384
 LF1384.The orthometric height was determined by GPS observations and a
 LF1384.high-resolution geoid model.
 LF1384
 LF1384.Photographs are available for this station.
 LF1384
 LF1384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LF1384
 LF1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1384
 LF1384.The ellipsoidal height was determined by GPS observations
 LF1384.and is referenced to NAD 83.
 LF1384
 LF1384.The geoid height was determined by GEOID03.
 LF1384
 LF1384;                    North         East     Units Scale Factor Converg.
 LF1384;SPC NE       -    39,447.230   842,827.078   MT  0.99994927   +2 39 58.1
 LF1384;SPC KS N     -   199,920.803   572,469.654   MT  1.00007112   +1 16 48.3
 LF1384;UTM  15      - 4,444,964.034   246,312.431   MT  1.00039233   -1 55 08.9
 LF1384;UTM  14      - 4,445,097.416   757,637.405   MT  1.00041720   +1 56 56.6
 LF1384
 LF1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1384!SPC NE       -   0.99994831  x   0.99994927  =   0.99989758
 LF1384!SPC KS N     -   0.99994831  x   1.00007112  =   1.00001943
 LF1384!UTM  15      -   0.99994831  x   1.00039233  =   1.00034062
 LF1384!UTM  14      -   0.99994831  x   1.00041720  =   1.00036549
 LF1384
 LF1384:                Primary Azimuth Mark                     Grid Az
 LF1384:SPC NE       -  HORALEK AZ MK                            018 15 44.6
 LF1384:SPC KS N     -  HORALEK AZ MK                            019 38 54.4
 LF1384:UTM  15      -  HORALEK AZ MK                            022 50 51.6
 LF1384:UTM  14      -  HORALEK AZ MK                            018 58 46.1
 LF1384
 LF1384|---------------------------------------------------------------------|
 LF1384| PID    Reference Object                     Distance      Geod. Az  |
 LF1384|                                                           dddmmss.s |
 LF1384| CL7112 HORALEK AZ MK                                      0205542.7 |
 LF1384| LF1386 HUMBOLDT MUNICIPAL TANK             APPROX. 6.6 KM 0222754.1 |
 LF1384| LF1379 DAWSON MUNICIPAL TANK               APPROX.12.7 KM 0795726.7 |
 LF1384| CL7113 HORALEK RM 1                         39.843 METERS 09052     |
 LF1384| CL7114 HORALEK RM 2                         39.483 METERS 26720     |
 LF1384|---------------------------------------------------------------------|
 LF1384
 LF1384                          SUPERSEDED SURVEY CONTROL
 LF1384
 LF1384  ELLIP H (06/25/96)  329.58   (m)                       GP(       ) 1 1
 LF1384  NAD 83(1986)-  40 07 00.31181(N)    095 58 36.58370(W) AD(       ) 1
 LF1384  NAD 27      -  40 07 00.31300(N)    095 58 35.58800(W) AD(       ) 1
 LF1384
 LF1384.Superseded values are not recommended for survey control.
 LF1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1384.See file dsdata.txt to determine how the superseded data were derived.
 LF1384
 LF1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE4631244964(NAD 83)
 LF1384_MARKER: DS = TRIANGULATION STATION DISK
 LF1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1384_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LF1384_STAMPING: HORALEK 1934
 LF1384_MARK LOGO: CGS   
 LF1384_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LF1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1384+STABILITY: SURFACE MOTION
 LF1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1384+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 LF1384
 LF1384  HISTORY     - Date     Condition        Report By
 LF1384  HISTORY     - 1934     MONUMENTED       CGS
 LF1384  HISTORY     - 1947     GOOD             CGS
 LF1384  HISTORY     - 1975     GOOD             NGS
 LF1384  HISTORY     - 19950330 GOOD             NGS
 LF1384  HISTORY     - 20000605 GOOD             NEDR
 LF1384  HISTORY     - 20020916 GOOD             NGS
 LF1384  HISTORY     - 20030205 GOOD             NEDR
 LF1384  HISTORY     - 20030722 GOOD             NEDR
 LF1384
 LF1384                          STATION DESCRIPTION
 LF1384
 LF1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1384'STATION IS ABOUT 4-3/4 MILES SOUTHWEST OF HUMBOLDT, IN THE SOUTH
 LF1384'EDGE OF THE SOUTHEAST QUARTER OF SEC. 20, T. 2 N., R. 13 E., ON A
 LF1384'PROMINENT HILL (THE HIGHEST IN THE VICINITY).  THE MARK
 LF1384'IS ON THE SOUTH EDGE OF A CULTIVATED FIELD, ON THE NORTH SIDE
 LF1384'OF A DIRT EAST-AND-WEST ROAD AND 8 FEET NORTH OF AN EAST-AND-WEST
 LF1384'FENCE.  UNDERGROUND MARK SET AS DESCRIBED.
 LF1384'
 LF1384'TO REACH FROM HUMBOLDT GO EAST 1 BLOCK FROM MAIN STREET CORNER,
 LF1384'THEN SOUTH ON GRAVEL ROAD FOR 2.1 MILES, THEN WEST 0.5 MILE,
 LF1384'SOUTH 1.0 MILE TO A DIRT EAST-AND-WEST ROAD, THEN WEST 1.2 MILES
 LF1384'TO TOP OF HILL AND STATION ON THE NORTH.
 LF1384'
 LF1384'REFERENCE MARK NO. 1 IS EAST OF STATION 39.865
 LF1384'METERS (130.79 FEET) ON NORTH SIDE OF EAST-AND-WEST ROAD ALONG
 LF1384'EAST-AND-WEST FENCE.
 LF1384'
 LF1384'REFERENCE MARK NO. 2 IS WEST OF STATION 39.484
 LF1384'METERS (192.54 FEET), ON NORTH SIDE OF EAST-AND-WEST ROAD, ALONG
 LF1384'EAST-AND-WEST FENCE.
 LF1384'
 LF1384'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF STATION ON
 LF1384'WEST SIDE OF A NORTH-AND-SOUTH ROAD 30 FEET FROM CENTERLINE
 LF1384'AND ON INSIDE OF FENCE CORNER.
 LF1384'
 LF1384'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LF1384
 LF1384                          STATION RECOVERY (1947)
 LF1384
 LF1384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LF1384'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 LF1384'GOOD CONDITION.  THE 1934 DIRECTIONS TO THE AZIMUTH MARK AND
 LF1384'REFERENCE MARKS COULD NOT BE CHECKED, THIS WAS DISCOVERED IN THE
 LF1384'FIELD AND A CHECK WAS MADE, THE COMPARISON IS SHOWN ON CARD 2.
 LF1384'
 LF1384'A COMPLETE DESCRIPTION FOLLOWS.
 LF1384'
 LF1384'THE STATION IS LOCATED IN AN EAST-WEST FENCE LINE ON THE SUMMIT
 LF1384'OF A PROMINENT HILL, ABOUT 4-3/4 MILES SOUTHWEST OF HUMBOLDT,
 LF1384'29 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 26 FEET WEST OF
 LF1384'THE CENTER OF A BOARD GATE, 13.5 FEET WEST OF A POWER LINE POLE,
 LF1384'AND 5.5 FEET WEST OF A WITNESS POST.  IT
 LF1384'PROJECTS 2 INCHES AND IS STAMPED HORALEK 1934.
 LF1384'
 LF1384'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 25 FEET NORTH OF THE
 LF1384'CENTER OF A GRAVELED ROAD AND 5.5 FEET SOUTH OF AN EAST-WEST
 LF1384'RIGHT-OF-WAY FENCE LINE.  IT PROJECTS ABOUT 18 INCHES AND IS
 LF1384'STAMPED HORALEK NO 1 1934.
 LF1384'
 LF1384'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 25 FEET NORTH OF
 LF1384'THE CENTER OF A GRAVELED ROAD AND 6 FEET SOUTH OF AN EAST-WEST
 LF1384'RIGHT-OF-WAY FENCE LINE.  IT PROJECTS 12 INCHES AND IS STAMPED
 LF1384'HORALEK NO 2 1934.
 LF1384'
 LF1384'AZIMUTH MARK IS APPROXIMATELY 0.45 MILE NORTHEAST OF THE STATION,
 LF1384'30 FEET WEST OF THE CENTER OF A DIRT ROAD, 2.5 FEET SOUTHWEST
 LF1384'OF A FENCE CORNER, AND 2 FEET WEST OF A WITNESS POST.  IT PROJECTS
 LF1384'2 INCHES AND IS STAMPED HORALEK AZI 1934.
 LF1384'
 LF1384'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE
 LF1384'IN HUMBOLDT, TO EAST 1 BLOCK, TURN RIGHT, SOUTH, AND GO 2.1 MILE
 LF1384'TO A T INTERSECTION, TURN RIGHT, WEST, AND GO 0.5 MILE, TURN LEFT,
 LF1384'SOUTH, FOR 1 MILE TO A DIM CROSSROAD, TURN RIGHT, WEST, AND GO
 LF1384'1.2 MILES TO THE TOP OF A HILL AND THE STATION ON THE RIGHT
 LF1384'AS DESCRIBED.
 LF1384'
 LF1384'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.2 MILE,
 LF1384'TURN LEFT, NORTH, AND GO 0.4 MILE TO THE TOP OF A GRADE AND
 LF1384'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LF1384'
 LF1384'A 4 FOOT SIGNAL AT BURK 1934 IS VISIBLE AT 4 FEET.
 LF1384'
 LF1384'AN 87 FOOT SIGNAL AT SASKA 1934 IS VISIBLE AT 20 FEET.
 LF1384'
 LF1384'A 74 FOOT SIGNAL AT ALLISON IS VISIBLE AT 20 FEET.
 LF1384'
 LF1384'A 74 FOOT SIGNAL AT WILLIAMSON IS VISIBLE AT 4 FEET.
 LF1384'
 LF1384'A 74 FOOT SIGNAL AT STEINAUER IS VISIBLE AT 4 FEET.
 LF1384'
 LF1384'A 47 FOOT SIGNAL AT TABLE IS VISIBLE AT 4 FEET.
 LF1384'
 LF1384'A 87 FOOT SIGNAL AT STUTHEIT 1934 IS VISIBLE AT 4 FEET.
 LF1384
 LF1384                          STATION RECOVERY (1975)
 LF1384
 LF1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LF1384'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 AND THE
 LF1384'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING
 LF1384'IS A DESCRIPTION FOR A ROUTE TO REACH THE STATION.
 LF1384'
 LF1384'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE CITY SQUARE
 LF1384'IN HUMBOLDT, GO EAST ONE BLOCK, TURN RIGHT AND GO SOUTH ON STATE
 LF1384'HIGHWAY 305 FOR 3.45 MILES TO A CROSSROAD, TURN RIGHT AND GO WEST
 LF1384'ON A GRAVELED ROAD FOR 1.25 MILES TO TOP OF A HILL, MR. ERNEST
 LF1384'BLECHE FARM HOME ON THE LEFT AND THE STATION ON THE RIGHT.
 LF1384'
 LF1384'A METAL WITNESS POST WAS SET 2 FEET EAST OF THE STATION MARK.
 LF1384'
 LF1384'A METAL WITNESS POST WAS SET 3 FEET EAST OF THE AZIMUTH MARK.
 LF1384'
 LF1384'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-3/4 MILES
 LF1384'SOUTHWEST OF HUMBOLDT.
 LF1384
 LF1384                          STATION RECOVERY (1995)
 LF1384
 LF1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LF1384'TO REACH THE MARK FROM THE STATE HIGHWAY 105 BRIDGE OVER THE BIG
 LF1384'NEMAHA RIVER AT HUMBOLDT, GO SOUTH ON THE HIGHWAY FOR 3.05 MI (4.91
 LF1384'KM) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.2 MI (1.9
 LF1384'KM) TO THE CREST OF A HILL AND THE MARK ON THE RIGHT, NORTH-NORTHEAST
 LF1384'AND ACROSS THE ROAD FROM THE ERNEST BLECHA HOUSE, ON COUNTY ROAD
 LF1384'RIGHT-OF-WAY, IN THE SE1/4, SEC20, T2N, R13E AND ADJACENT TO PROPERTY
 LF1384'OWNED BY ERNEST BLECHA.  THE DISK IS SET INTO THE TOP OF A ROUND
 LF1384'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 150.4 FT (45.8
 LF1384'M) NORTHEAST FROM THE NORTHWEST CORNER OF THE FOUNDATION OF THE FARM
 LF1384'HOUSE, 36.8 FT (11.2 M) WEST FROM A UTILITY POLE, 28.5 FT (8.7 M)
 LF1384'NORTH FROM THE CENTERLINE OF THE ROAD, 25.5 FT (7.8 M) WEST FROM THE
 LF1384'CENTERLINE OF A FIELD ENTRANCE, 1.5 FT (0.5 M) WEST FROM A WITNESS
 LF1384'POST AND IS ABOUT LEVEL WITH THE ROAD.  A LENGTH OF REBAR WAS DRIVEN
 LF1384'ALONG THE SOUTH SIDE OF THE MARK.
 LF1384
 LF1384                          STATION RECOVERY (2000)
 LF1384
 LF1384'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LF1384'RECOVERED AS DESCRIBED.
 LF1384
 LF1384                          STATION RECOVERY (2002)
 LF1384
 LF1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 LF1384'RECOVERED AS DESCRIBED.
 LF1384' 
 LF1384' 
 LF1384'
 LF1384
 LF1384                          STATION RECOVERY (2003)
 LF1384
 LF1384'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (PJS)
 LF1384'RECOVERED AS DESCRIBED.
 LF1384'
 LF1384
 LF1384                          STATION RECOVERY (2003)
 LF1384
 LF1384'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (PS)
 LF1384'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0937 ***********************************************************************
 LG0937  DESIGNATION -  HORATY
 LG0937  PID         -  LG0937
 LG0937  STATE/COUNTY-  NE/FILLMORE
 LG0937  USGS QUAD   -  GENEVA SW (1969)
 LG0937
 LG0937                         *CURRENT SURVEY CONTROL
 LG0937  ___________________________________________________________________
 LG0937* NAD 83(1995)-  40 33 33.71609(N)    097 43 44.32527(W)     ADJUSTED  
 LG0937* NAVD 88     -       519.     (meters)    1703.     (feet)  SCALED    
 LG0937  ___________________________________________________________________
 LG0937  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 LG0937  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 LG0937
 LG0937  HORZ ORDER  -  THIRD
 LG0937
 LG0937.The horizontal coordinates were established by classical geodetic methods
 LG0937.and adjusted by the National Geodetic Survey in August 1997..
 LG0937
 LG0937.The orthometric height was scaled from a topographic map.
 LG0937
 LG0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0937
 LG0937.The geoid height was determined by GEOID03.
 LG0937
 LG0937;                    North         East     Units Scale Factor Converg.
 LG0937;SPC NE       -    83,136.746   692,277.784   MT  0.99979384   +1 30 18.0
 LG0937;UTM  14      - 4,490,620.478   607,604.878   MT  0.99974252   +0 49 35.6
 LG0937
 LG0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0937!SPC NE       -   0.99992271  x   0.99979384  =   0.99971656
 LG0937!UTM  14      -   0.99992271  x   0.99974252  =   0.99966525
 LG0937
 LG0937:                Primary Azimuth Mark                     Grid Az
 LG0937:SPC NE       -  GENEVA STATE TRAINING SCH TANK           102 59 00.2
 LG0937:UTM  14      -  GENEVA STATE TRAINING SCH TANK           103 39 42.6
 LG0937
 LG0937|---------------------------------------------------------------------|
 LG0937| PID    Reference Object                     Distance      Geod. Az  |
 LG0937|                                                           dddmmss.s |
 LG0937| LG0933 GENEVA STATE TRAINING SCH TANK      APPROX.10.2 KM 1042918.2 |
 LG0937| LG0935 GENEVA MUNICIPAL STANDPIPE          APPROX.11.0 KM 1092928.3 |
 LG0937| LG0936 GENEVA ST JOSEPH CH STEEPLE         APPROX.11.4 KM 1104639.7 |
 LG0937| CQ5582 HORATY AZ MK                                       1815804.7 |
 LG0937| CQ5583 HORATY RM 1                          27.533 METERS 20028     |
 LG0937| CQ5584 HORATY RM 2                          20.498 METERS 35024     |
 LG0937|---------------------------------------------------------------------|
 LG0937
 LG0937                          SUPERSEDED SURVEY CONTROL
 LG0937
 LG0937  NAD 83(1986)-  40 33 33.72335(N)    097 43 44.32687(W) AD(       ) 3
 LG0937  NAD 27      -  40 33 33.70200(N)    097 43 43.14800(W) AD(       ) 3
 LG0937
 LG0937.Superseded values are not recommended for survey control.
 LG0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0937.See file dsdata.txt to determine how the superseded data were derived.
 LG0937
 LG0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0760590620(NAD 83)
 LG0937_MARKER: DS = TRIANGULATION STATION DISK
 LG0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0937
 LG0937  HISTORY     - Date     Condition        Report By
 LG0937  HISTORY     - 1950     MONUMENTED       CGS
 LG0937
 LG0937                          STATION DESCRIPTION
 LG0937
 LG0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0937'STATION IS LOCATED ABOUT 7-1/2 MILES WEST NORTHWEST OF GENEVA AND
 LG0937'5 MILES SOUTH SOUTHWEST OF GRAFTON ON A SMALL HILL IN THE FRONT
 LG0937'LAWN OF THE FARM HOME OF RAYMOND HORATY.  STATION IS 29 FEET WEST
 LG0937'OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 35 FEET SOUTH OF THE
 LG0937'CENTERLINE OF DRIVEWAY AND 6 FEET NORTH OF THE NORTH EDGE OF
 LG0937'SIDEWALK.  THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE AND THE
 LG0937'DISK IS STAMPED HORATY 1950.
 LG0937'
 LG0937'REFERENCE MARK NO. 1 IS 31 FEET WEST OF FENCE CORNER, 14 FEET
 LG0937'SOUTH OF THE CENTERLINE OF DRIVEWAY AND 1 FOOT NORTH OF FENCE.
 LG0937'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HORATY
 LG0937'NO 1 1950.
 LG0937'
 LG0937'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE CENTERLINE OF ROAD,
 LG0937'24 FEET NORTH OF THE CENTERLINE OF DRIVEWAY AND 2 FEET SOUTHEAST
 LG0937'OF TELEPHONE POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LG0937'DISK IS STAMPED HORATY NO 2 1950.
 LG0937'
 LG0937'AZIMUTH MARK IS 38 PACES WEST OF CENTERLINE OF ROAD, 31 FEET
 LG0937'NORTH OF CENTERLINE OF LITTLE USED SECTION LINE ROAD, 4 FEET
 LG0937'EAST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 LG0937'ABOUT 4 INCHES AND THE DISK IS STAMPED HORATY 1950.
 LG0937'
 LG0937'TO REACH THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN GENEVA
 LG0937'GO WEST ON STATE ROUTE 41 FOR 5.5 MILES TO CROSSROADS.  TURN
 LG0937'RIGHT AND GO NORTH FOR 2.0 MILES TO CROSSROADS AND AZIMUTH MARK ON
 LG0937'LEFT AS DESCRIBED.  CONTINUE NORTH FOR 0.4 MILE TO FARMHOUSE AND
 LG0937'STATION ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 LG0937'
 LG0937'A 74 FOOT SIGNAL AT STATION GRAFTON IS V.G.
 LG0937'
 LG0937'AN 87 FOOT SIGNAL AT STATION GENEVA IS V.G.
 LG0937'
 LG0937'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1928 ***********************************************************************
 MK1928  DESIGNATION -  HORDVILLE LUTH CH STEEPLE
 MK1928  PID         -  MK1928
 MK1928  STATE/COUNTY-  NE/HAMILTON
 MK1928  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1928
 MK1928                         *CURRENT SURVEY CONTROL
 MK1928  ___________________________________________________________________
 MK1928* NAD 83(1995)-  41 04 52.10105(N)    097 53 15.33294(W)     ADJUSTED  
 MK1928* NAVD 88     -                                                        
 MK1928  ___________________________________________________________________
 MK1928  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 MK1928  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 MK1928
 MK1928  HORZ ORDER  -  THIRD
 MK1928
 MK1928.The horizontal coordinates were established by classical geodetic methods
 MK1928.and adjusted by the National Geodetic Survey in August 1997..
 MK1928
 MK1928
 MK1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1928
 MK1928.The geoid height was determined by GEOID03.
 MK1928
 MK1928;                    North         East     Units Scale Factor Converg.
 MK1928;SPC NE       -   140,706.746   677,436.255   MT  0.99968590   +1 23 59.6
 MK1928;UTM  14      - 4,548,360.457   593,441.165   MT  0.99970746   +0 43 51.8
 MK1928
 MK1928                          SUPERSEDED SURVEY CONTROL
 MK1928
 MK1928  NAD 83(1986)-  41 04 52.10856(N)    097 53 15.33538(W) AD(       ) 4
 MK1928  NAD 27      -  41 04 52.05600(N)    097 53 14.13600(W) AD(       ) 3
 MK1928
 MK1928.Superseded values are not recommended for survey control.
 MK1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1928.See file dsdata.txt to determine how the superseded data were derived.
 MK1928
 MK1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9344148360(NAD 83)
 MK1928
 MK1928  HISTORY     - Date     Condition        Report By
 MK1928  HISTORY     - 1950     FIRST OBSERVED   CGS
 MK1928
 MK1928                          STATION DESCRIPTION
 MK1928
 MK1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1928'THE STATION IS LOCATED IN THE NORTH EDGE OF HORDVILLE, AT THE
 MK1928'SOUTH SIDE OF A CEMETERY AND THE EAST SIDE OF THE CITY PARK.
 MK1928'IT IS A WOODEN STRUCTURE, PAINTED WHITE AND THE STEEPLE IS
 MK1928'APPROXIMATELY 70 FEET HIGH.
 MK1928'
 MK1928'THE POINT INTERSECTED WAS THE TOP OF STEEPLE.
 MK1928'
 MK1928'TO REACH FROM THE RAILROAD STATION, GO NORTH ON THE MAIN STREET
 MK1928'2 BLOCKS, TURN RIGHT (EAST) 0.05 MILE TO A SIDE STREET LEFT,
 MK1928'TURN LEFT ALONG THE EAST SIDE OF THE PARK 0.05 MILE TO THE
 MK1928'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1927 ***********************************************************************
 MK1927  DESIGNATION -  HORDVILLE MUNICIPAL TANK
 MK1927  PID         -  MK1927
 MK1927  STATE/COUNTY-  NE/HAMILTON
 MK1927  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1927
 MK1927                         *CURRENT SURVEY CONTROL
 MK1927  ___________________________________________________________________
 MK1927* NAD 83(1995)-  41 04 45.38800(N)    097 53 15.76162(W)     ADJUSTED  
 MK1927* NAVD 88     -                                                        
 MK1927  ___________________________________________________________________
 MK1927  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 MK1927  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 MK1927
 MK1927  HORZ ORDER  -  THIRD
 MK1927
 MK1927.The horizontal coordinates were established by classical geodetic methods
 MK1927.and adjusted by the National Geodetic Survey in August 1997..
 MK1927
 MK1927
 MK1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1927
 MK1927.The geoid height was determined by GEOID03.
 MK1927
 MK1927;                    North         East     Units Scale Factor Converg.
 MK1927;SPC NE       -   140,499.539   677,431.312   MT  0.99968614   +1 23 59.3
 MK1927;UTM  14      - 4,548,153.317   593,433.803   MT  0.99970744   +0 43 51.4
 MK1927
 MK1927                          SUPERSEDED SURVEY CONTROL
 MK1927
 MK1927  NAD 83(1986)-  41 04 45.39552(N)    097 53 15.76407(W) AD(       ) 4
 MK1927  NAD 27      -  41 04 45.34100(N)    097 53 14.56900(W) AD(       ) 3
 MK1927
 MK1927.Superseded values are not recommended for survey control.
 MK1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1927.See file dsdata.txt to determine how the superseded data were derived.
 MK1927
 MK1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9343448153(NAD 83)
 MK1927_MARKER: 53 = ELEVATED TANK
 MK1927
 MK1927  HISTORY     - Date     Condition        Report By
 MK1927  HISTORY     - 1950     FIRST OBSERVED   CGS
 MK1927  HISTORY     - 20040809 GOOD             USPSQD
 MK1927
 MK1927                          STATION DESCRIPTION
 MK1927
 MK1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1927'THE STATION IS LOCATED IN THE TOWN OF HORDVILLE, 1 BLOCK NORTH
 MK1927'AND 1/2 BLOCK EAST OF THE RAILROAD STATION.  IT IS A FOUR LEGGED
 MK1927'STEEL STRUCTURE, PAINTED SILVER AND APPROXIMATELY 125 FEET HIGH.
 MK1927'
 MK1927'THE POINT INTERSECTED WAS THE BALL AT TOP OF TANK.
 MK1927
 MK1927                          STATION RECOVERY (2004)
 MK1927
 MK1927'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1927'STATION FOUND GOOD. TANK IS NORTH OF 1ST STREET, SOUTH OF 2ND STREET,
 MK1927'EAST OF MAIN STREET, AND WEST OF CHESTNUT STREET, IN THE SOUTHEAST
 MK1927'CORNER OF THE INTERSECTION OF 2ND AND MAIN STREETS. TANK IS WHITE
 MK1927'EXCEPT THE BOTTOM OF THE BOWL IS BLACK. TANK HAS RED LETTERS
 MK1927'HORDVILLE. THE LEGS OF THE TANK ARE BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1929 ***********************************************************************
 MK1929  DESIGNATION -  HORDVILLE RESET
 MK1929  PID         -  MK1929
 MK1929  STATE/COUNTY-  NE/HAMILTON
 MK1929  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1929
 MK1929                         *CURRENT SURVEY CONTROL
 MK1929  ___________________________________________________________________
 MK1929* NAD 83(1995)-  41 03 50.81842(N)    097 55 28.76092(W)     ADJUSTED  
 MK1929* NAVD 88     -       543.     (meters)    1781.     (feet)  SCALED    
 MK1929  ___________________________________________________________________
 MK1929  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 MK1929  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 MK1929
 MK1929  HORZ ORDER  -  SECOND
 MK1929
 MK1929.The horizontal coordinates were established by classical geodetic methods
 MK1929.and adjusted by the National Geodetic Survey in August 1997..
 MK1929
 MK1929.The orthometric height was scaled from a topographic map.
 MK1929
 MK1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1929
 MK1929.The geoid height was determined by GEOID03.
 MK1929
 MK1929;                    North         East     Units Scale Factor Converg.
 MK1929;SPC NE       -   138,741.996   674,369.004   MT  0.99968813   +1 22 31.2
 MK1929;UTM  14      - 4,546,431.614   590,351.135   MT  0.99970047   +0 42 23.2
 MK1929
 MK1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1929!SPC NE       -   0.99991880  x   0.99968813  =   0.99960695
 MK1929!UTM  14      -   0.99991880  x   0.99970047  =   0.99961929
 MK1929
 MK1929|---------------------------------------------------------------------|
 MK1929| PID    Reference Object                     Distance      Geod. Az  |
 MK1929|                                                           dddmmss.s |
 MK1929| CQ5588 HORDVILLE RM 3                       73.640 METERS 04352     |
 MK1929| MK1928 HORDVILLE LUTH CH STEEPLE           APPROX. 3.6 KM 0584400.7 |
 MK1929| MK1927 HORDVILLE MUNICIPAL TANK            APPROX. 3.5 KM 0613121.8 |
 MK1929| CQ5589 HORDVILLE RM 4                       50.914 METERS 08442     |
 MK1929| MK1924 POLK MUNICIPAL TANK                 APPROX.11.9 KM 0853621.4 |
 MK1929| CQ5587 HORDVILLE RM 2                       24.058 METERS 09116     |
 MK1929| CQ5585 HORDVILLE AZ MK                                    1821518.5 |
 MK1929| ML1071 MARQUETTE MUNICIPAL TANK            APPROX. 9.7 KM 2275338.1 |
 MK1929| ML1072 CENTRAL CITY MUN STANDPIPE          APPROX. 8.8 KM 3080932.7 |
 MK1929| CQ5586 HORDVILLE RM 1                       23.894 METERS 35711     |
 MK1929|---------------------------------------------------------------------|
 MK1929
 MK1929                          SUPERSEDED SURVEY CONTROL
 MK1929
 MK1929  NAD 83(1986)-  41 03 50.82615(N)    097 55 28.76357(W) AD(       ) 2
 MK1929  NAD 27      -  41 03 50.77300(N)    097 55 27.56400(W) AD(       ) 2
 MK1929
 MK1929.Superseded values are not recommended for survey control.
 MK1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1929.See file dsdata.txt to determine how the superseded data were derived.
 MK1929
 MK1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9035146432(NAD 83)
 MK1929_MARKER: DS = TRIANGULATION STATION DISK
 MK1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1929
 MK1929  HISTORY     - Date     Condition        Report By
 MK1929  HISTORY     - 1950     MONUMENTED       CGS
 MK1929  HISTORY     - 1960     MARK NOT FOUND   USGS
 MK1929  HISTORY     - 1965     SEE DESCRIPTION  WPRS
 MK1929  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MK1929
 MK1929                          STATION DESCRIPTION
 MK1929
 MK1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1929'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF CENTRAL CITY
 MK1929'AND 2 MILES SOUTHWEST OF HORDVILLE ON THE GROUNDS OF A DISTRICT
 MK1929'SCHOOL.  STATION IS 79 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 MK1929'OF SCHOOLHOUSE, 27 FEET NORTHEAST OF FENCE CORNER AND 27 FEET
 MK1929'NORTHWEST OF LARGE TWIN TREE WITH TRIANGLE BLAZE.  THE MARK IS
 MK1929'FLUSH WITH THE GROUND AND THE DISK IS STAMPED HORDVILLE 1950.
 MK1929'
 MK1929'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF FENCELINE AND 3 FEET
 MK1929'NORTH OF WINDMILL.  THE MARK IS FLUSH WITH THE GROUND AND THE
 MK1929'DISK IS STAMPED HORDVILLE NO 1 1950.
 MK1929'
 MK1929'REFERENCE MARK NO. 2 IS 16 FEET EAST OF FENCELINE AND 1.5 FEET
 MK1929'SOUTH OF COAL SHED.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 MK1929'DISK IS STAMPED HORDVILLE NO 2 1950.
 MK1929'
 MK1929'AZIMUTH MARK IS 93 FEET SOUTH OF THE CENTERLINE OF DRIVEWAY,
 MK1929'1.5 FEET EAST OF POWER POLE AND 1 FOOT EAST OF WITNESS POST.  THE
 MK1929'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED HORDVILLE
 MK1929'1950.
 MK1929'
 MK1929'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE ROUTE
 MK1929'14 IN CENTRAL CITY GO SOUTH ON STATE ROUTE 14 FOR 2.8 MILES TO
 MK1929'JUNCTION WITH STATE ROUTE 66.  TURN LEFT AND GO EAST ON STATE
 MK1929'ROUTE 66 FOR 4.0 MILES TO CROSSROADS.  TURN RIGHT AND GO SOUTH
 MK1929'ON GRAVEL ROAD FOR 0.75 MILE TO SCHOOL AND STATION ON RIGHT OR
 MK1929'WEST SIDE OF ROAD AS DESCRIBED.  TO REACH AZIMUTH MARK FROM
 MK1929'STATION GO SOUTH ON GRAVEL ROAD FOR 0.55 MILE TO DRIVEWAY ON
 MK1929'RIGHT.  TURN RIGHT ON DRIVEWAY AND GO WEST ABOUT 0.05 MILE
 MK1929'TO AZIMUTH MARK ON LEFT OR SOUTH SIDE OF DRIVEWAY AS DESCRIBED.
 MK1929
 MK1929                          STATION RECOVERY (1960)
 MK1929
 MK1929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MK1929'STATION AND REFERENCE MARKS WERE NOT FOUND.  THE DISTRICT SCHOOL
 MK1929'GROUNDS IS NOW A CORN FIELD.
 MK1929
 MK1929                          STATION RECOVERY (1965)
 MK1929
 MK1929'RECOVERY NOTE BY US WATER AND POWER RESOURCES SERVICE 1965
 MK1929'STATION WAS SEARCHED FOR AND THE STATION MARK AND THE TWO
 MK1929'REFERENCE MARKS WERE DESTROYED.
 MK1929'
 MK1929'STATION MARK HAD BEEN TAKEN OUT BY AN EARTH MOVER, PROBABLY IN
 MK1929'THE PROCESS OF LEVELING THE GROUND OR REMOVING THE OLD SCHOOL
 MK1929'HOUSE WHERE THE MARK WAS LOCATED.  THE BRASS CAP WAS RECOVERED.
 MK1929
 MK1929                          STATION RECOVERY (1967)
 MK1929
 MK1929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MK1929'THE STATION SURFACE AND UNDERGROUND MARK, REFERENCE MARK NO. 1,
 MK1929'AND REFERENCE MARK NO. 2 WERE DESTROYED WHEN SCHOOLHOUSE WAS
 MK1929'DEMOLISHED AND SCHOOLYARD LEVELED.  THE AZIMUTH MARK WAS
 MK1929'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION WAS RESET
 MK1929'FROM THE INTERSECTION STATION IN HORDVILLE AND THE AZIMUTH MARK.
 MK1929'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 MK1929'
 MK1929'FOLLOWING IS A NEW DESCRIPTION.
 MK1929'
 MK1929'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MK1929'STATE HIGHWAY 14 IN CENTRAL CITY, GO SOUTH ON STATE HIGHWAY 14
 MK1929'FOR 2.85 MILES TO THE JUNCTION OF STATE HIGHWAY 66.  TURN LEFT AND
 MK1929'GO EAST ON STATE HIGHWAY 66 FOR 4.0 MILES TO A CROSSROAD.
 MK1929'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.85 MILE TO A
 MK1929'FIELD ENTRANCE AND THE STATION ON THE RIGHT IN A CULTIVATED
 MK1929'FIELD.  (CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.55 MILE TO A
 MK1929'FARM DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.1
 MK1929'MILE TO THE AZIMUTH MARK ON THE LEFT.
 MK1929'
 MK1929'STATION MARKS ARE STANDARD DISK STAMPED HORDVILLE 1950 1967.
 MK1929'THE SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH IS 14
 MK1929'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 200 FEET WEST OF THE
 MK1929'CENTER OF THE NORTH-SOUTH GRAVELED ROAD.  THE UNDERGROUND DISK
 MK1929'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 MK1929'SURFACE OF THE GROUND.
 MK1929'
 MK1929'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HORDVILLE 1950
 MK1929'NO. 3 1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 MK1929'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 91 FEET NORTH OF THE
 MK1929'CENTER OF THE FIELD ENTRANCE, 34 FEET WEST OF THE CENTER OF THE
 MK1929'NORTH-SOUTH ROAD, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 MK1929'
 MK1929'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HORDVILLE 1950
 MK1929'NO. 4 1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 MK1929'PROJECTS 3 INCHES.  IT IS 33.5 FEET WEST OF THE CENTER OF THE
 MK1929'NORTH-SOUTH ROAD AND 2 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE.
 MK1929'
 MK1929'AZIMUTH MARK, A STANDARD DISK STAMPED HORDVILLE 1950, IS SET IN
 MK1929'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 MK1929'93 FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND 2 FEET EAST
 MK1929'OF A POWERLINE POLE.
 MK1929'
 MK1929'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 MK1929'SOUTHWEST OF HORDVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0525 ***********************************************************************
 MN0525  DESIGNATION -  HORN
 MN0525  PID         -  MN0525
 MN0525  STATE/COUNTY-  NE/BANNER
 MN0525  USGS QUAD   -  HACKBERRY CREEK (1979)
 MN0525
 MN0525                         *CURRENT SURVEY CONTROL
 MN0525  ___________________________________________________________________
 MN0525* NAD 83(1995)-  41 34 55.94974(N)    103 29 00.88746(W)     ADJUSTED  
 MN0525* NAVD 88     -      1296.     (meters)    4252.     (feet)  SCALED    
 MN0525  ___________________________________________________________________
 MN0525  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 MN0525  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 MN0525
 MN0525  HORZ ORDER  -  SECOND
 MN0525
 MN0525.The horizontal coordinates were established by classical geodetic methods
 MN0525.and adjusted by the National Geodetic Survey in August 1997..
 MN0525
 MN0525.The orthometric height was scaled from a topographic map.
 MN0525
 MN0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0525
 MN0525.The geoid height was determined by GEOID03.
 MN0525
 MN0525;                    North         East     Units Scale Factor Converg.
 MN0525;SPC NE       -   200,018.917   209,680.055   MT  0.99965948   -2 18 30.8
 MN0525;UTM  13      - 4,604,501.323   626,406.225   MT  0.99979663   +1 00 23.7
 MN0525
 MN0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0525!SPC NE       -   0.99979985  x   0.99965948  =   0.99945940
 MN0525!UTM  13      -   0.99979985  x   0.99979663  =   0.99959652
 MN0525
 MN0525|---------------------------------------------------------------------|
 MN0525| PID    Reference Object                     Distance      Geod. Az  |
 MN0525|                                                           dddmmss.s |
 MN0525| CP8251 HORN RM 1                            22.288 METERS 18124     |
 MN0525| CP8249 HORN AZ MK                                         2771737.2 |
 MN0525| CP8250 HORN AZ MK 2                                       2774618.1 |
 MN0525| CP8252 HORN RM 2                            15.448 METERS 35703     |
 MN0525|---------------------------------------------------------------------|
 MN0525
 MN0525                          SUPERSEDED SURVEY CONTROL
 MN0525
 MN0525  NAD 83(1995)-  41 34 55.94968(N)    103 29 00.88713(W) AD(       ) 2
 MN0525  NAD 83(1986)-  41 34 55.94015(N)    103 29 00.88945(W) AD(       ) 2
 MN0525  NAD 27      -  41 34 56.03740(N)    103 28 59.10950(W) AD(       ) 2
 MN0525
 MN0525.Superseded values are not recommended for survey control.
 MN0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0525.See file dsdata.txt to determine how the superseded data were derived.
 MN0525
 MN0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2640604501(NAD 83)
 MN0525_MARKER: DS = TRIANGULATION STATION DISK
 MN0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0525
 MN0525  HISTORY     - Date     Condition        Report By
 MN0525  HISTORY     - 1963     MONUMENTED       CGS
 MN0525  HISTORY     - 1966     GOOD             CGS
 MN0525
 MN0525                          STATION DESCRIPTION
 MN0525
 MN0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0525'THE STATION IS 13-1/2 MILES EAST AND 1-3/4 MILES NORTH OF
 MN0525'HARRISBURG, 0.05 MILE SOUTH OF STATE HIGHWAY 88, 1/2 MILE
 MN0525'EAST OF BIG HORN GULCH, IN THE NORTHEAST QUARTER OF SECTION
 MN0525'36, T 19 N, R 54 W, AND ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH
 MN0525'SECTION LINE ROAD.
 MN0525'
 MN0525'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MN0525'71 AND 88, 3-1/2 MILES EAST AND 2 MILES NORTH OF HARRISBURG,
 MN0525'GO EAST ON HIGHWAY 88 FOR 7.3 MILES TO A CROSSROAD.  CONTINUE
 MN0525'EAST ON HIGHWAY 88 FOR 0.8 MILE TO THE TOP OF A SMALL RISE
 MN0525'AND THE AZIMUTH MARK ON THE LEFT, NORTH SIDE OF THE ROAD.
 MN0525'CONTINUE EAST ON HIGHWAY 88 FOR 1.15 MILES TO A SIDE ROAD
 MN0525'ON THE RIGHT AND A FIELD ENTRANCE ON THE LEFT.  TURN RIGHT
 MN0525'AND GO SOUTH ON A GRADED ROAD FOR 0.05 MILE TO A CATTLE GUARD
 MN0525'AND THE STATION ON THE RIGHT.
 MN0525'
 MN0525'STATION MARKS ARE STANDARD DISKS STAMPED HORN 1963.  THE
 MN0525'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0525'5 INCHES.  IT IS 27 FEET WEST OF THE CENTER OF THE CATTLE
 MN0525'GUARD, 5 FEET SOUTHEAST OF A METAL WITNESS POST, 5 FEET
 MN0525'NORTHEAST OF A CORNER FENCE POST AND 3 FEET EAST OF A NORTH-SOUTH
 MN0525'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MN0525'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0525'
 MN0525'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HORN NO 1 1963,
 MN0525'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 MN0525'IS 30 FEET WEST OF THE CENTER OF THE GRADED ROAD AND 1 FOOT
 MN0525'EAST OF THE FENCE.
 MN0525'
 MN0525'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HORN NO 2 1963,
 MN0525'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0525'IT IS 29 FEET WEST OF THE CENTER OF THE GRADED ROAD AND 1 FOOT
 MN0525'EAST OF THE FENCE.
 MN0525'
 MN0525'AZIMUTH MARK IS A STANDARD DISK STAMPED HORN 1963, SET IN A
 MN0525'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 32 FEET
 MN0525'NORTH OF THE CENTER OF HIGHWAY 88, 2.2 FEET EAST OF A METAL
 MN0525'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 MN0525'
 MN0525'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MN0525
 MN0525                          STATION RECOVERY (1966)
 MN0525
 MN0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MN0525'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 MN0525'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF HIGHWAY IMPROVEMENT
 MN0525'SO IT WAS DESTROYED AND A NEW MARK ESTABLISHED.
 MN0525'
 MN0525'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 71
 MN0525'AND 88, 3.5 MILES EAST AND 2 MILES NORTH OF HARRISBURG, GO EAST
 MN0525'ON STATE HIGHWAY 88 FOR 7.3 MILES TO CROSSROADS, CONTINUE EAST
 MN0525'FOR 0.8 MILE TO TOP OF HILL AND AZIMUTH MARK ON THE LEFT,
 MN0525'CONTINUE EAST FOR 1.15 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 MN0525'AND GO SOUTH FOR 0.05 MILE TO A CATTLE GUARD AND STATION ON
 MN0525'RIGHT.
 MN0525'
 MN0525'THE STATION MARK IS 27 FEET WEST OF THE CENTER OF A CATTLE
 MN0525'GUARD, 5 FEET SOUTHEAST OF A METAL WITNESS POST AND 5 FEET
 MN0525'NORTHEAST OF A FENCE CORNER.  MARK PROJECTS 5 INCHES AND DISK
 MN0525'IS STAMPED HORN 1963.
 MN0525'
 MN0525'R.M. NO. 1 IS 30 FEET WEST OF CENTERLINE OF ROAD AND 1 FOOT
 MN0525'EAST OF FENCE.  MARK PROJECTS 4 INCHES AND DISK IS STAMPED
 MN0525'HORN NO 1 1963.
 MN0525'
 MN0525'R.M. NO. 2 IS 29 FEET WEST OF CENTERLINE OF ROAD AND 1 FOOT
 MN0525'EAST OF FENCE.  MARK PROJECTS 4 INCHES AND DISK IS STAMPED
 MN0525'HORN NO 2 1963.
 MN0525'
 MN0525'THE AZIMUTH MARK IS 85 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 MN0525'88, 1.5 FEET EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH
 MN0525'OF A FENCE.  MARK PROJECTS 4 INCHES AND DISK IS STAMPED HORN
 MN0525'1963 AZ 2 1966.
 MN0525'
 MN0525'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 MN0525'EAST-NORTHEAST OF HARRISBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2054 ***********************************************************************
 MK2054  DESIGNATION -  HORN
 MK2054  PID         -  MK2054
 MK2054  STATE/COUNTY-  NE/DODGE
 MK2054  USGS QUAD   -  FREMONT EAST (1983)
 MK2054
 MK2054                         *CURRENT SURVEY CONTROL
 MK2054  ___________________________________________________________________
 MK2054* NAD 83(1995)-  41 27 05.28380(N)    096 25 29.31516(W)     ADJUSTED  
 MK2054* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 MK2054  ___________________________________________________________________
 MK2054  LAPLACE CORR-          -6.85  (seconds)                    DEFLEC99
 MK2054  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 MK2054
 MK2054  HORZ ORDER  -  SECOND
 MK2054
 MK2054.The horizontal coordinates were established by classical geodetic methods
 MK2054.and adjusted by the National Geodetic Survey in August 1997..
 MK2054
 MK2054.The orthometric height was scaled from a topographic map.
 MK2054
 MK2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2054
 MK2054.The geoid height was determined by GEOID03.
 MK2054
 MK2054;                    North         East     Units Scale Factor Converg.
 MK2054;SPC NE       -   185,827.387   798,550.487   MT  0.99965904   +2 22 09.4
 MK2054;UTM  14      - 4,592,077.381   715,101.980   MT  1.00016944   +1 42 19.4
 MK2054
 MK2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2054!SPC NE       -   0.99994826  x   0.99965904  =   0.99960732
 MK2054!UTM  14      -   0.99994826  x   1.00016944  =   1.00011770
 MK2054
 MK2054|---------------------------------------------------------------------|
 MK2054| PID    Reference Object                     Distance      Geod. Az  |
 MK2054|                                                           dddmmss.s |
 MK2054| CL7115 HORN RM 1                             6.284 METERS 00737     |
 MK2054| CL7116 HORN RM 2                            68.708 METERS 09113     |
 MK2054| MK2037 ARLINGTON ATT MICROWAVE TOWER       APPROX.10.0 KM 1064341.9 |
 MK2054| MK2056 FREMONT                             APPROX.10.8 KM 2674757.7 |
 MK2054|---------------------------------------------------------------------|
 MK2054
 MK2054                          SUPERSEDED SURVEY CONTROL
 MK2054
 MK2054  NAD 83(1986)-  41 27 05.29160(N)    096 25 29.31685(W) AD(       ) 2
 MK2054  NAD 27      -  41 27 05.29580(N)    096 25 28.24323(W) AD(       ) 2
 MK2054
 MK2054.Superseded values are not recommended for survey control.
 MK2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2054.See file dsdata.txt to determine how the superseded data were derived.
 MK2054
 MK2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1510292077(NAD 83)
 MK2054_MARKER: DD = SURVEY DISK
 MK2054_SETTING: 0 = UNSPECIFIED SETTING
 MK2054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2054
 MK2054  HISTORY     - Date     Condition        Report By
 MK2054  HISTORY     - 1967     MONUMENTED       USGS
 MK2054  HISTORY     - 1974     GOOD             NEDR
 MK2054
 MK2054                          STATION DESCRIPTION
 MK2054
 MK2054'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2054'THE STATION IS LOCATED ABOUT 1.0 MI N. AND 4.0 MI E. OF FREMONT,
 MK2054'T. 17 N., R. 9 E., NEAR THE COR. SECS. 8, 9, 16 AND 17, 50
 MK2054'FT N., 28 FT E. OF CENTER OF CROSSROADS, ON U.S. HWY. 30,
 MK2054'3 FT NW. OF TELEPHONE POLE, 2 FT N. OF USGS WITNESS POST STAMPED
 MK2054'ET HORN 1967.
 MK2054'
 MK2054'TO REACH THE STATION FROM THE JCT. OF STATE HWY. 77 AND U.S.
 MK2054'HWY. 30 AT N. EDGE FREMONT, GO E. ALONG U.S. HWY. 30 FOR
 MK2054'3.9 MI TO A CROSSROADS AND STATION ON THE LEFT (NE. CORNER
 MK2054'OF CROSSROADS) SIDE OF U.S. HWY. 30.
 MK2054'
 MK2054'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED
 MK2054'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 MK2054'TILES, 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 MK2054'
 MK2054'REFERENCE MARK NO. 1 IS N. OF THE STATION, 61 FT N., 28 FT
 MK2054'E. OF CENTER OF CROSSROADS, ON U.S. HWY. 30, STAMPED HORN
 MK2054'NO 1 1967.
 MK2054'
 MK2054'REFERENCE MARK NO. 2 IS E. OF THE STATION, 47 FT N., 254
 MK2054'FT E. OF CENTER OF CROSSROADS, ON U.S. HWY. 30, STAMPED HORN
 MK2054'NO 2 1967.
 MK2054'
 MK2054'AZIMUTH MARK - NONE SET.
 MK2054'
 MK2054'REFERENCE AZIMUTH - RADIO MAST RED LIGHT.
 MK2054
 MK2054                          STATION RECOVERY (1974)
 MK2054
 MK2054'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974 (HED)
 MK2054'STATION RECOVERED AS DESCRIBED.
 MK2054'
 MK2054'NEAREST TOWN--FREMONT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1775 ***********************************************************************
 NM1775  DESIGNATION -  HOSKINS
 NM1775  PID         -  NM1775
 NM1775  STATE/COUNTY-  NE/WAYNE
 NM1775  USGS QUAD   -  HOSKINS (1976)
 NM1775
 NM1775                         *CURRENT SURVEY CONTROL
 NM1775  ___________________________________________________________________
 NM1775* NAD 83(1995)-  42 05 47.53909(N)    097 16 15.06473(W)     ADJUSTED  
 NM1775* NAVD 88     -       562.     (meters)    1844.     (feet)  SCALED    
 NM1775  ___________________________________________________________________
 NM1775  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 NM1775  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 NM1775
 NM1775  HORZ ORDER  -  FIRST
 NM1775
 NM1775.The horizontal coordinates were established by classical geodetic methods
 NM1775.and adjusted by the National Geodetic Survey in August 1997..
 NM1775
 NM1775.The orthometric height was scaled from a topographic map.
 NM1775
 NM1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1775
 NM1775.The geoid height was determined by GEOID03.
 NM1775
 NM1775;                    North         East     Units Scale Factor Converg.
 NM1775;SPC NE       -   254,839.769   725,667.386   MT  0.99971168   +1 48 31.0
 NM1775;UTM  14      - 4,661,941.581   642,989.564   MT  0.99985158   +1 09 33.8
 NM1775
 NM1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1775!SPC NE       -   0.99991572  x   0.99971168  =   0.99962743
 NM1775!UTM  14      -   0.99991572  x   0.99985158  =   0.99976732
 NM1775
 NM1775:                Primary Azimuth Mark                     Grid Az
 NM1775:SPC NE       -  WINSIDE TANK                             038 24 22.8
 NM1775:UTM  14      -  WINSIDE TANK                             039 03 20.0
 NM1775
 NM1775|---------------------------------------------------------------------|
 NM1775| PID    Reference Object                     Distance      Geod. Az  |
 NM1775|                                                           dddmmss.s |
 NM1775| NM1771 WINSIDE TANK                        APPROX.12.2 KM 0401253.8 |
 NM1775| NM1765 WAYNE TANK                          APPROX.26.1 KM 0531256.5 |
 NM1775| MK1835 STANTON STANDPIPE                   APPROX.16.3 KM 1664605.7 |
 NM1775| CO3724 HOSKINS RM 1                         30.785 METERS 21359     |
 NM1775| NM1785 NORFOLK STANDPIPE                   APPROX.14.0 KM 2423901.7 |
 NM1775| NM1786 NORFOLK EAST RADIO TOWER            APPROX.15.4 KM 2432447.6 |
 NM1775| NM1787 NORFOLK WEST RADIO TOWER            APPROX.15.5 KM 2433012.2 |
 NM1775| NM1783 NORFOLK ST HOSP INSANE SPIPE        APPROX.10.6 KM 2433015.0 |
 NM1775| NM1784 NORFOLK ST HOSP FOR INSANE STK      APPROX.10.5 KM 2433447.2 |
 NM1775| NM1774 HOSKINS TANK                        APPROX. 3.1 KM 2962315.3 |
 NM1775| NM1780 HOSKINS RM 2                         36.442 METERS 32311     |
 NM1775| NM1772 CHURCH SPIRE B                      APPROX.12.9 KM 3251229.4 |
 NM1775| NM1176 HOSKINS LAPLACE AZI                 APPROX. 6.4 KM 3593826.3 |
 NM1775|---------------------------------------------------------------------|
 NM1775
 NM1775                          SUPERSEDED SURVEY CONTROL
 NM1775
 NM1775  NAD 83(1986)-  42 05 47.54744(N)    097 16 15.06553(W) AD(       ) 1
 NM1775  NAD 27      -  42 05 47.53200(N)    097 16 13.88800(W) AD(       ) 1
 NM1775
 NM1775.Superseded values are not recommended for survey control.
 NM1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1775.See file dsdata.txt to determine how the superseded data were derived.
 NM1775
 NM1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4299061942(NAD 83)
 NM1775_MARKER: DS = TRIANGULATION STATION DISK
 NM1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1775
 NM1775  HISTORY     - Date     Condition        Report By
 NM1775  HISTORY     - 1935     MONUMENTED       CGS
 NM1775  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM1775  HISTORY     - 1966     MARK NOT FOUND   CGS
 NM1775
 NM1775                          STATION DESCRIPTION
 NM1775
 NM1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1775'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 36, T. 25 N., R.
 NM1775'1 E., ABOUT 2 MILES SOUTHEAST OF HOSKINS, ON TOP OF MOST
 NM1775'NORTHERN POINT OF A LONG RIDGE, HIGHEST GROUND IN VICINITY.
 NM1775'THERE IS A SERIES OF LOW HILLS TO THE SOUTH.  MARK IS SET 30
 NM1775'FEET EAST OF CENTERLINE OF ROAD, 11 FEET EAST OF A NORTHWEST
 NM1775'FENCE CORNER, AND 3 FEET NORTH OF AN EAST-WEST FENCE.
 NM1775'
 NM1775'TO REACH FROM MAIN STREET IN HOSKINS, GO EAST 0.8 MILE, TURN
 NM1775'SOUTH AND GO 0.5 MILE, THEN EAST 1 MILE TO SCHOOL, THEN SOUTH
 NM1775'0.6 MILE TO TOP OF HILL AND STATION.
 NM1775'
 NM1775'REFERENCE MARK NO. 1 IS IN A NORTH-SOUTH FENCE LINE, 25 FEET
 NM1775'WEST OF CENTERLINE OF ROAD.
 NM1775'
 NM1775'REFERENCE MARK NO. 2 IS IN A NORTH-SOUTH FENCE LINE, 25 FEET
 NM1775'WEST OF CENTERLINE OF ROAD.
 NM1775'
 NM1775'THIS STATION WAS SELECTED AS A LAPLACE STATION USING HOSKINS
 NM1775'LAPLACE AZI. STATION AS INITIAL.
 NM1775'
 NM1775'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NM1775
 NM1775                          STATION RECOVERY (1965)
 NM1775
 NM1775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM1775'STATION WAS SEARCHED FOR AND THE STATION MARK WAS FOUND DESTROYED.
 NM1775'
 NM1775'R.M. 1 WAS FOUND DISTURBED.
 NM1775'
 NM1775'R.M. 2 WAS FOUND IN GOOD CONDITION WITH A REVISED DESCRIPTION
 NM1775'AS FOLLOWS--1.0 MILE S AND 1.8 MILE E OF HOSKINS.  T. 25 N., R.
 NM1775'1 E. NEAR S 1/16TH CORNER BETWEEN SECTIONS 35 AND 36.  147
 NM1775'N AND 32 FT. W OF CENTER LINE OF ROAD.  A STANDARD USC AND GS
 NM1775'TABLET SET IN A CONCRETE POST AND STAMPED HOSKINS R.M. 2 1935.
 NM1775
 NM1775                          STATION RECOVERY (1966)
 NM1775
 NM1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CFO)
 NM1775'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  DISTANCES AND
 NM1775'DIRECTIONS FROM REFERENCE MARKS 1 AND 2 INDICATE THE SURFACE
 NM1775'AND SUBSURFACE MARKS HAVE BEEN DESTROYED, AS ITS POSITION IS
 NM1775'NOW IN A DEEP ROAD DITCH.
 NM1775'
 NM1775'REFERENCE MARK NO. 1 WAS RECOVERED IN FAIR CONDITION.  IT PROJECTS
 NM1775'ABOUT 16 INCHES.
 NM1775'
 NM1775'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.
 NM1775'
 NM1775'AN AZIMUTH MARK WAS FOUND ABOUT 0.35 MILE SOUTHEAST OF THE STATION.
 NM1775'THIS MARK WAS NOT MENTIONED IN THE ORIGINAL DESCRIPTION OF THE
 NM1775'STATION AND THERE IS NOTHING TO INDICATE THAT OBSERVATIONS HAD
 NM1775'BEEN MADE ON IT.
 NM1775'
 NM1775'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 NM1775'GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT AND GO
 NM1775'EAST FOR 0.15 MILE TO A DRIVEWAY LEADING NORTH AND THE MARK ON
 NM1775'THE LEFT IN THE NORTHEAST ANGLE OF THE INTERSECTION.  THE
 NM1775'MONUMENT PROJECTS ABOUT 2 FEET AND THE DISK IS STAMPED HOSKINS
 NM1775'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1924 ***********************************************************************
 NM1924  DESIGNATION -  HOSKINS LAPLACE AZ RM 3
 NM1924  PID         -  NM1924
 NM1924  STATE/COUNTY-  NE/WAYNE
 NM1924  USGS QUAD   -  NORFOLK NE (1976)
 NM1924
 NM1924                         *CURRENT SURVEY CONTROL
 NM1924  ___________________________________________________________________
 NM1924* NAD 83(1995)-  42 09 14.65251(N)    097 16 16.04536(W)     ADJUSTED  
 NM1924* NAVD 88     -       560.72   (meters)    1839.6    (feet)  RESET     
 NM1924  ___________________________________________________________________
 NM1924  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 NM1924  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 NM1924
 NM1924  HORZ ORDER  -  THIRD
 NM1924  VERT ORDER  -  THIRD
 NM1924
 NM1924.The horizontal coordinates were established by classical geodetic methods
 NM1924.and adjusted by the National Geodetic Survey in August 1997..
 NM1924
 NM1924.The orthometric height was computed from unverified reset data.
 NM1924.No vertical observational check was made to the station.
 NM1924
 NM1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1924
 NM1924.The geoid height was determined by GEOID03.
 NM1924
 NM1924;                    North         East     Units Scale Factor Converg.
 NM1924;SPC NE       -   261,224.421   725,443.263   MT  0.99972255   +1 48 30.3
 NM1924;UTM  14      - 4,668,329.219   642,837.705   MT  0.99985105   +1 09 37.8
 NM1924
 NM1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1924!SPC NE       -   0.99991596  x   0.99972255  =   0.99963853
 NM1924!UTM  14      -   0.99991596  x   0.99985105  =   0.99976702
 NM1924
 NM1924                          SUPERSEDED SURVEY CONTROL
 NM1924
 NM1924  NAD 83(1986)-  42 09 14.66135(N)    097 16 16.04530(W) AD(       ) 3
 NM1924  NGVD 29 (02/23/90)  560.53   (m)         1839.0    (f) LEVELING    3  
 NM1924
 NM1924.Superseded values are not recommended for survey control.
 NM1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1924.See file dsdata.txt to determine how the superseded data were derived.
 NM1924
 NM1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4283868329(NAD 83)
 NM1924_MARKER: DR = REFERENCE MARK DISK
 NM1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1924_SP_SET: CONCRETE POST
 NM1924_STAMPING: HOSKINS LA PLACE AZIMUTH 1935 NO 3 1982
 NM1924_MARK LOGO: NGS   
 NM1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1924+STABILITY: SURFACE MOTION
 NM1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1924+SATELLITE: SATELLITE OBSERVATIONS - 1982
 NM1924
 NM1924  HISTORY     - Date     Condition        Report By
 NM1924  HISTORY     - 1982     MONUMENTED       NGS
 NM1924
 NM1924                          STATION DESCRIPTION
 NM1924
 NM1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NM1924'TO REACH THE MARK FROM THE HOSKINS POST OFFICE, GO SOUTH ON MAIN
 NM1924'STREET FOR 0.8 KM (0.50 MI) TO STATE HIGHWAY 35.. TURN LEFT AND GO
 NM1924'EAST ON THE HIGHWAY FOR 2.90 KM (1.80 MI) TO A GRADED CROSSROAD.  TURN
 NM1924'LEFT AND GO NORTH ON THE GRADED ROAD FOR 5.63 KM (3.50 MI) TO THE MARK
 NM1924'ON THE RIGHT.
 NM1924'IT IS 20.722 M (68.0 FT) NORTHEAST FROM BENCH MARK HOSKINS LAPLACE
 NM1924'AZIMUTH RM 4, 17.575 M (57.7 FT) EAST FROM TRIANGULATION STATION/BENCH
 NM1924'MARK HOSKINS LAPLACE AZIMUTH, 9.6 M (31.5 FT) EAST FROM THE CENTERLINE
 NM1924'OF THE ROAD , 0.55 M (1.8 FT) WEST FROM A FENCE, 0.3 M (1.0 FT) SOUTH
 NM1924'FROM A WITNESS POST, ABOUT 0.2 M (0.7 FT) BELOW THE ROAD, ABOUT 0.8 M
 NM1924'(2.6 FT) LOWER THAN THE STATION MARK AND PROJECTS ABOUT 0.1 M
 NM1924'(0.3 FT) ABOVE THE GROUND SURFACE.
 NM1924'DESCRIBED BY J.A. ODUM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1925 ***********************************************************************
 NM1925  DESIGNATION -  HOSKINS LAPLACE AZ RM 4
 NM1925  PID         -  NM1925
 NM1925  STATE/COUNTY-  NE/WAYNE
 NM1925  USGS QUAD   -  NORFOLK NE (1976)
 NM1925
 NM1925                         *CURRENT SURVEY CONTROL
 NM1925  ___________________________________________________________________
 NM1925* NAD 83(1995)-  42 09 14.40524(N)    097 16 16.88459(W)     ADJUSTED  
 NM1925* NAVD 88     -       561.40   (meters)    1841.9    (feet)  RESET     
 NM1925  ___________________________________________________________________
 NM1925  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 NM1925  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 NM1925
 NM1925  HORZ ORDER  -  THIRD
 NM1925  VERT ORDER  -  THIRD
 NM1925
 NM1925.The horizontal coordinates were established by classical geodetic methods
 NM1925.and adjusted by the National Geodetic Survey in August 1997..
 NM1925
 NM1925.The orthometric height was computed from unverified reset data.
 NM1925.No vertical observational check was made to the station.
 NM1925
 NM1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1925
 NM1925.The geoid height was determined by GEOID03.
 NM1925
 NM1925;                    North         East     Units Scale Factor Converg.
 NM1925;SPC NE       -   261,216.189   725,424.251   MT  0.99972253   +1 48 29.7
 NM1925;UTM  14      - 4,668,321.202   642,818.599   MT  0.99985098   +1 09 37.2
 NM1925
 NM1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1925!SPC NE       -   0.99991585  x   0.99972253  =   0.99963840
 NM1925!UTM  14      -   0.99991585  x   0.99985098  =   0.99976684
 NM1925
 NM1925                          SUPERSEDED SURVEY CONTROL
 NM1925
 NM1925  NAD 83(1986)-  42 09 14.41408(N)    097 16 16.88454(W) AD(       ) 3
 NM1925  NGVD 29 (02/23/90)  561.21   (m)         1841.2    (f) LEVELING    3  
 NM1925
 NM1925.Superseded values are not recommended for survey control.
 NM1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1925.See file dsdata.txt to determine how the superseded data were derived.
 NM1925
 NM1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4281968321(NAD 83)
 NM1925_MARKER: DR = REFERENCE MARK DISK
 NM1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1925_SP_SET: CONCRETE POST
 NM1925_STAMPING: HOSKINS LA PLACE AZIMUTH 1935 NO 4 1982
 NM1925_MARK LOGO: NGS   
 NM1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1925+STABILITY: SURFACE MOTION
 NM1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1925+SATELLITE: SATELLITE OBSERVATIONS - 1982
 NM1925
 NM1925  HISTORY     - Date     Condition        Report By
 NM1925  HISTORY     - 1982     MONUMENTED       NGS
 NM1925
 NM1925                          STATION DESCRIPTION
 NM1925
 NM1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NM1925'TO REACH THE MARK FROM THE HOSKINS POST OFFICE, GO SOUTH ON MAIN
 NM1925'STREET FOR 0.8 KM (0.50 MI) TO STATE HIGHWAY 35.  TURN LEFT AND GO
 NM1925'EAST ON THE HIGHWAY FOR 2.9 KM (1.80 MI) TO A GRADED CROSSROAD.  TURN
 NM1925'LEFT AND GO NORTH ON THE GRADED CROSSROAD FOR 5.63 KM (3.50 MI) TO THE
 NM1925'MARK ON THE LEFT.
 NM1925'IT IS 20.722 M (68.0 FT) SOUTHWEST FROM BENCH MARK HOSKINS LAPLACE AZ
 NM1925'RM 3, 8.061 M (26.4 FT) SOUTH-SOUTHWEST FROM TRIANGULATION
 NM1925'STATION/BENCH MARK HOSKINS LAPLACE AZIMUTH, 9.9 M (32.5 FT) WEST FROM
 NM1925'THE CENTERLINE OF THE ROAD, 7.5 M (24.6 FT) SOUTH-SOUTHWEST FROM A
 NM1925'WITNESS POST, 1.5 M (4.9 FT) EAST FROM A FENCE, ABOUT 0.4 M (1.3 FT)
 NM1925'ABOVE THE ROAD, 0.2 M (0.7 FT) HIGHER THAN THE STATION AND PROJECTS
 NM1925'ABOUT 0.1 M (0.3 FT) ABOVE THE GROUND.
 NM1925'DESCRIBED BY J.A. ODUM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1176 ***********************************************************************
 NM1176  CBN         -  This is a Cooperative Base Network Control Station.
 NM1176  DESIGNATION -  HOSKINS LAPLACE AZI
 NM1176  PID         -  NM1176
 NM1176  STATE/COUNTY-  NE/WAYNE
 NM1176  USGS QUAD   -  NORFOLK NE (1976)
 NM1176
 NM1176                         *CURRENT SURVEY CONTROL
 NM1176  ___________________________________________________________________
 NM1176* NAD 83(1995)-  42 09 14.66055(N)    097 16 16.81060(W)     ADJUSTED  
 NM1176* NAVD 88     -       561.571  (meters)    1842.42   (feet)  ADJUSTED  
 NM1176  ___________________________________________________________________
 NM1176  X           -    -599,418.770 (meters)                     COMP
 NM1176  Y           -  -4,697,841.724 (meters)                     COMP
 NM1176  Z           -   4,258,666.508 (meters)                     COMP
 NM1176  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 NM1176  ELLIP HEIGHT-         536.76  (meters)          (07/10/01) GPS OBS
 NM1176  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 NM1176  DYNAMIC HT  -         561.361 (meters)    1841.73  (feet)  COMP
 NM1176  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 NM1176
 NM1176  HORZ ORDER  -  B
 NM1176  VERT ORDER  -  FIRST     CLASS II
 NM1176  ELLP ORDER  -  FOURTH    CLASS I
 NM1176
 NM1176.The horizontal coordinates were established by GPS observations
 NM1176.and adjusted by the National Geodetic Survey in June 1996..
 NM1176
 NM1176.The orthometric height was determined by differential leveling
 NM1176.and adjusted by the National Geodetic Survey in June 1991..
 NM1176
 NM1176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1176
 NM1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1176
 NM1176.The ellipsoidal height was determined by GPS observations
 NM1176.and is referenced to NAD 83.
 NM1176
 NM1176.The geoid height was determined by GEOID03.
 NM1176
 NM1176.The dynamic height is computed by dividing the NAVD 88
 NM1176.geopotential number by the normal gravity value computed on the
 NM1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1176.degrees latitude (g = 980.6199 gals.).
 NM1176
 NM1176.The modeled gravity was interpolated from observed gravity values.
 NM1176
 NM1176;                    North         East     Units Scale Factor Converg.
 NM1176;SPC NE       -   261,224.114   725,425.700   MT  0.99972255   +1 48 29.8
 NM1176;UTM  14      - 4,668,329.111   642,820.138   MT  0.99985098   +1 09 37.3
 NM1176
 NM1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1176!SPC NE       -   0.99991582  x   0.99972255  =   0.99963840
 NM1176!UTM  14      -   0.99991582  x   0.99985098  =   0.99976681
 NM1176
 NM1176|---------------------------------------------------------------------|
 NM1176| PID    Reference Object                     Distance      Geod. Az  |
 NM1176|                                                           dddmmss.s |
 NM1176| NM1177 HOSKINS LAPLACE AZ RM 2              46.771 METERS 00037     |
 NM1176| NM1766 WAYNE STATE TEACHERS COLL TANK      APPROX.23.3 KM 0650529.3 |
 NM1176| NM1771 WINSIDE TANK                        APPROX. 8.5 KM 0693807.6 |
 NM1176| NM1924 HOSKINS LAPLACE AZ RM 3              17.571 METERS 09049     |
 NM1176| NM1768 CHURCH SPIRE C                      APPROX.11.3 KM 1155246.9 |
 NM1176| NM1178 HOSKINS LAPLACE AZ RM 1              46.872 METERS 16259     |
 NM1176| NM1923 HOSKINS LAPLACE AZI AZ MK           APPROX. 0.6 KM 1654819.4 |
 NM1176| NM1925 HOSKINS LAPLACE AZ RM 4               8.059 METERS 19210     |
 NM1176| NM1784 NORFOLK ST HOSP FOR INSANE STK      APPROX.14.5 KM 2201839.5 |
 NM1176| NM1783 NORFOLK ST HOSP INSANE SPIPE        APPROX.14.6 KM 2202136.6 |
 NM1176| NM1785 NORFOLK STANDPIPE                   APPROX.17.9 KM 2240417.2 |
 NM1176| NM1772 CHURCH SPIRE B                      APPROX. 8.5 KM 2995905.5 |
 NM1176|---------------------------------------------------------------------|
 NM1176
 NM1176                          SUPERSEDED SURVEY CONTROL
 NM1176
 NM1176  ELLIP H (06/25/96)  536.84   (m)                       GP(       ) 1 1
 NM1176  NAD 83(1986)-  42 09 14.66939(N)    097 16 16.81055(W) AD(       ) 1
 NM1176  NAD 27      -  42 09 14.65800(N)    097 16 15.63000(W) AD(       ) 1
 NM1176  NAVD 88 (06/25/96)  561.57   (m)         1842.4    (f) LEVELING    3  
 NM1176  NGVD 29 (??/??/92)  561.372  (m)         1841.77   (f) ADJ UNCH    1 2
 NM1176
 NM1176.Superseded values are not recommended for survey control.
 NM1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1176.See file dsdata.txt to determine how the superseded data were derived.
 NM1176
 NM1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4282068329(NAD 83)
 NM1176_MARKER: DS = TRIANGULATION STATION DISK
 NM1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1176_SP_SET: CONCRETE POST
 NM1176_STAMPING: HOSKINS LAPLACE AZIMUTH 1935
 NM1176_MARK LOGO: CGS   
 NM1176_PROJECTION: PROJECTING 3 CENTIMETERS
 NM1176_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1176+STABILITY: SURFACE MOTION
 NM1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1176+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 NM1176
 NM1176  HISTORY     - Date     Condition        Report By
 NM1176  HISTORY     - 1935     MONUMENTED       CGS
 NM1176  HISTORY     - 1947     GOOD             NGS
 NM1176  HISTORY     - 1961     GOOD             USGS
 NM1176  HISTORY     - 1966     GOOD             CGS
 NM1176  HISTORY     - 1981     GOOD             LOCENG
 NM1176  HISTORY     - 19821007 GOOD             NGS
 NM1176  HISTORY     - 1983     GOOD             LOCENG
 NM1176  HISTORY     - 19890412 GOOD             NGS
 NM1176  HISTORY     - 19950622 GOOD             NGS
 NM1176  HISTORY     - 20000613 GOOD             NEDR
 NM1176  HISTORY     - 20060418 GOOD             NEDR
 NM1176
 NM1176                          STATION DESCRIPTION
 NM1176
 NM1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1176'STATION IS LOCATED IN WAYNE COUNTY, ABOUT 2.0 MILES EAST AND
 NM1176'2.0 MILES NORTH OF HOSKINS, AND 5.5 MILES WEST-SOUTHWEST OF
 NM1176'WINSIDE.
 NM1176'
 NM1176'TO REACH FROM THE MAIN CROSS STREETS IN THE CENTER OF THE TOWN
 NM1176'OF HOSKINS, GO NORTH ON THE MAIN STREET FOR 0.2 MILE TO STATE
 NM1176'HIGHWAY 35, TURN RIGHT AND FOLLOW STATE HIGHWAY 35 NORTHEAST FOR
 NM1176'2.8 MILES.  TURN RIGHT (EAST) ACROSS RAILROAD TRACKS AND GO
 NM1176'1.0 MILE ON SECTION-LINE ROAD, TURN LEFT (NORTH) AND GO 0.4 MILE
 NM1176'TO TOP OF GRADE AND STATION ON WEST IN RIGHT-OF-WAY FENCE LINE,
 NM1176'30 FEET WEST OF THE CENTERLINE OF THE ROAD.
 NM1176'
 NM1176'REFERENCE MARK NO. 1 IS LOCATED 153.78 FEET SOUTHEAST OF STATION
 NM1176'ON EAST SIDE OF NORTH-SOUTH ROAD, IN EAST RIGHT-OF-WAY FENCE LINE
 NM1176'
 NM1176'REFERENCE MARK NO. 2 IS LOCATED 153.45 FEET NORTH OF STATION ON
 NM1176'WEST SIDE OF NORTH-SOUTH ROAD, IN RIGHT-OF-WAY FENCE LINE.
 NM1176'
 NM1176'NO AZIMUTH MARK WAS SET.
 NM1176
 NM1176                          STATION RECOVERY (1947)
 NM1176
 NM1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 NM1176'4.4 MI NE FROM HOSKINS.
 NM1176'TO REACH THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY
 NM1176'STATION AT HOSKINS, PROCEED 0.15 MILE NORTH ALONG MAIN STREET,
 NM1176'THENCE 2.8 MILES EAST AND NORTH ALONG STATE HIGHWAY NO. 35 TO A
 NM1176'DIRT ROAD LEADING EAST, THENCE 1.0 MILE EAST ALONG A DIRT ROAD
 NM1176'TO A DIRT CROSS ROAD, THENCE 0.4 MILE NORTH ALONG A DIRT ROAD TO
 NM1176'THE TOP OF A HILL AND THE STATION, THIS STATION CAN ALSO BE
 NM1176'REACHED FROM THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY
 NM1176'STATION BY GOING 4.35 MILES NORTHEAST ALONG THE TRACK TO THE
 NM1176'CROSSING OF A NORTH-SOUTH DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG
 NM1176'A DIRT ROAD TO THE TOP OF A HILL AND THE STATION.  STATION IS 28.0
 NM1176'FEET WEST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD 1.3 FOOT
 NM1176'SOUTH OF A REFERENCE POST, 1.0 FOOT EAST OF THE WEST RIGHT OF WAY
 NM1176'FENCE, 153.5 FEET NORTHWEST OF AND ACROSS THE ROAD FROM REFERENCE
 NM1176'MARK HOSKINS LAPLACE AZIMUTH NO 1, 153.5 FEET SOUTH OF REFERENCE
 NM1176'MARK HOSKINS LAPLACE AZIMUTH NO 2, A BRONZE TRIANGULATION STATION
 NM1176'DISK SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND
 NM1176'PROJECTING 0.1 FOOT.
 NM1176
 NM1176                          STATION RECOVERY (1961)
 NM1176
 NM1176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1176'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NM1176
 NM1176                          STATION RECOVERY (1966)
 NM1176
 NM1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CFO)
 NM1176'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION
 NM1176'AND FOUND IN GOOD CONDITION.
 NM1176'
 NM1176'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.  DISTANCES
 NM1176'AND DIRECTIONS INDICATE THAT THEY HAVE BEEN GRADED OUT WHEN THE
 NM1176'ROAD WAS GRADED AND DITCHED.
 NM1176
 NM1176                          STATION RECOVERY (1981)
 NM1176
 NM1176'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DH)
 NM1176'HOSKINS LAPLACE 1935 RECOVERED GOOD.
 NM1176'
 NM1176'REFERENCE MARK NO. 1 COULD NOT FIND.
 NM1176'
 NM1176'REFERENCE MARK NO. 2 COULD NOT FIND.
 NM1176'
 NM1176'AZIMUTH MARK NONE SET.
 NM1176'
 NM1176'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST AND 2 MILES
 NM1176'NORTH OF HOSKINS.
 NM1176
 NM1176                          STATION RECOVERY (1982)
 NM1176
 NM1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NM1176'THE SURFACE MARK WAS RECOVERED IN GOOD CONDITION. REFERENCE MARKS 1
 NM1176'AND 2 HAVE BEEN DESTROYED AND THERE IS NO AZIMUTH MARK.  REFERENCE
 NM1176'MARKS 3 AND 4 AND AN AZIMUTH MARK WERE ESTABLISHED.  CHECK ANGLE WAS
 NM1176'OBTAINED TO DISTANT LANDMARKS.  THE UNDERGROUND WAS NOT INSPECTED.
 NM1176'DUE TO CHANGES, A NEW DESCRIPTION FOLLOWS.
 NM1176'
 NM1176'THE STATION IS LOCATED ABOUT 17.9 KM (11.10 MI) NORTHEAST OF NORFOLK,
 NM1176'8.5 KM (5.30 MI) WEST SOUTHWEST OF WINSIDE, 5.7 KM (3.5 MI) NORTH
 NM1176'NORTHEAST OF HOSKINS AND ON THE WEST RIGHT OF WAY OF A GRADED COUNTY
 NM1176'ROAD.  OWNERSHIP WAYNE COUNTY.
 NM1176'
 NM1176'TO REACH THE STATION FROM THE HOSKINS POST OFFICE, GO SOUTH ON MAIN
 NM1176'STREET FOR 0.8 KM (0.50 MI) TO STATE HIGHWAY 35.  TURN LEFT AND GO
 NM1176'EAST ON THE HIGHWAY FOR 2.9 KM (1.80 MI) TO A GRADED CROSSROAD. TURN
 NM1176'LEFT AND GO NORTH ON THE GRADED ROAD FOR 4.99 KM (3.10 MI) TO
 NM1176'CROSSROAD AND THE AZIMUTH MARK 0.16 KM (0,10 MI) EAST ALONG A
 NM1176'GRADED ROAD.  CONTINUE NORTH FOR 0.64 KM (0.40 MI) TO THE STATION ON
 NM1176'THE LEFT, AT THE CREST OF A HILL.
 NM1176'
 NM1176'SURFACE STATION IS RECESSED 0.10 M (0.33 FT) AND IS LOCATED 5 M (27.9
 NM1176'FT) WEST FROM THE CENTERLINE OF THE ROAD, 2.0 M (6.6 FT) EAST FROM
 NM1176'M (57.66 FT) EAST OF STATION.  RM 4 IS 8.061 M (26.45 FT) SOUTH SOUTH
 NM1176'WEST OF STATION.  HOSKINS LAPLACE AZIMUTH AZ MK IS 0.6 KM SOUTH SOUTH
 NM1176'EAST OF STATION.
 NM1176'
 NM1176'DESCRIBED BY J. ODUM.
 NM1176
 NM1176                          STATION RECOVERY (1983)
 NM1176
 NM1176'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (DH)
 NM1176'HOSKINS LAPLACE 1935 RECOVERED GOOD.
 NM1176'
 NM1176'REF NO. 3, 1935 REF NO. 3 1982 RECOVERED GOOD.
 NM1176'
 NM1176'REF NO. 4, 1935 REF NO. 4 1982 RECOVERED GOOD.
 NM1176'
 NM1176'AZIMUTH, HOSKS LAPLACE AZIMUTH 1935-1982 RECOVERED GOOD.
 NM1176'
 NM1176'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST AND 2 MILES
 NM1176'NORTH OF HOSKINS, NEBR.
 NM1176
 NM1176                          STATION RECOVERY (1989)
 NM1176
 NM1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM1176'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) NORTHEAST OF HOSKINS, 4
 NM1176'KM (2.50 MI) NORTH OF STATE HIGHWAY 35, ON A COUNTY ROAD RIGHT-OF-WAY.
 NM1176'OWNERSHIP--WAYNE COUNTY.
 NM1176'TO REACH THE STATION FROM THE HOSKINS HIGH SCHOOL, GO SOUTH ON MAIN
 NM1176'STREET FOR 0.42 KM (0.25 MI) TO THE JUNCTION WITH STATE HIGHWAY 35.
 NM1176'TURN LEFT AND GO EAST ON HIGHWAY 35 FOR 2.89 KM (1.80 MI) TO A GRAVEL
 NM1176'CROSSROAD.  TURN LEFT AND GO NORTH FOR 2.42 KM (1.50 MI) TO A
 NM1176'TRANSMISSION LINE CROSSING.  CONTINUE AHEAD FOR 3.00 KM (1.85 MI) TO
 NM1176'HIGH GROUND AND THE STATION ON THE LEFT.
 NM1176'THE STATION MARK IS SET 7.9 M (25.9 FT) WEST OF THE ROAD CENTER, 2.1 M
 NM1176'(6.9 FT) EAST OF A WIRE FENCE, 0.7 M (2.3 FT) NORTH OF A WITNESS POST,
 NM1176'AND PROJECTS 5 CM ABOVE THE SURFACE.
 NM1176'DESCRIBED BY G.R. HEID, TYPED BY R.D.BALL.
 NM1176
 NM1176                          STATION RECOVERY (1995)
 NM1176
 NM1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NM1176'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) WEST-SOUTHWEST OF WINSIDE,
 NM1176'3.5 MI (5.6 KM) NORTH-NORTHEAST OF HOSKINS, 2.5 MI (4.0 KM) NORTH OF
 NM1176'STATE HIGHWAY 35, ON THE WEST RIGHT-OF-WAY OF GRAVELED COUNTY ROAD AND
 NM1176'IN THE SE1/4, SEC11, T25N, R1E.  TO REACH THE MARK FROM THE HOSKINS
 NM1176'POST OFFICE, GO SOUTH ON MAIN STREET FOR 0.50 MI (0.80 KM) TO STATE
 NM1176'HIGHWAY 35.  TURN LEFT AND GO EAST ON THE HIGHWAY FOR 1.80 MI (2.90
 NM1176'KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO NORTH ON THE GRAVELED
 NM1176'ROAD FOR 3.40 MI (5.47 KM) TO THE MARK ON THE LEFT.  THE DISK IS SET
 NM1176'INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2 FT
 NM1176'(6.1 CM) ABOVE THE GROUND.  IT IS 27.5 FT (8.4 M) WEST OF THE
 NM1176'CENTERLINE OF THE ROAD, 7.2 FT (2.2 M) EAST OF THE WEST RIGHT-OF-WAY
 NM1176'FENCE, 2.6 FT (0.8 M) SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST,
 NM1176'2.45 FT (0.75 M) NORTH OF A METAL WITNESS POST AND ABOUT 1 FT (0.3 M)
 NM1176'HIGHER THAN THE ROAD.  A LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH
 NM1176'SIDE OF THE MARK.
 NM1176
 NM1176                          STATION RECOVERY (2000)
 NM1176
 NM1176'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 NM1176'RECOVERED AS DESCRIBED.
 NM1176
 NM1176                          STATION RECOVERY (2006)
 NM1176
 NM1176'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (PJS)
 NM1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1923 ***********************************************************************
 NM1923  DESIGNATION -  HOSKINS LAPLACE AZI AZ MK
 NM1923  PID         -  NM1923
 NM1923  STATE/COUNTY-  NE/WAYNE
 NM1923  USGS QUAD   -  NORFOLK NE (1976)
 NM1923
 NM1923                         *CURRENT SURVEY CONTROL
 NM1923  ___________________________________________________________________
 NM1923* NAD 83(1995)-  42 08 55.76032(N)    097 16 10.38638(W)     ADJUSTED  
 NM1923* NAVD 88     -       559.9    (meters)    1837.     (feet)  VERTCON   
 NM1923  ___________________________________________________________________
 NM1923  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 NM1923  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 NM1923
 NM1923  HORZ ORDER  -  THIRD
 NM1923
 NM1923.The horizontal coordinates were established by classical geodetic methods
 NM1923.and adjusted by the National Geodetic Survey in August 1997..
 NM1923
 NM1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1923
 NM1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1923
 NM1923.The geoid height was determined by GEOID03.
 NM1923
 NM1923;                    North         East     Units Scale Factor Converg.
 NM1923;SPC NE       -   260,646.064   725,591.484   MT  0.99972151   +1 48 34.1
 NM1923;UTM  14      - 4,667,749.148   642,979.395   MT  0.99985154   +1 09 41.1
 NM1923
 NM1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1923!SPC NE       -   0.99991608  x   0.99972151  =   0.99963762
 NM1923!UTM  14      -   0.99991608  x   0.99985154  =   0.99976763
 NM1923
 NM1923:                Primary Azimuth Mark                     Grid Az
 NM1923:SPC NE       -  WINSIDE TANK                             063 48 54.7
 NM1923:UTM  14      -  WINSIDE TANK                             064 27 47.7
 NM1923
 NM1923|---------------------------------------------------------------------|
 NM1923| PID    Reference Object                     Distance      Geod. Az  |
 NM1923|                                                           dddmmss.s |
 NM1923| NM1771 WINSIDE TANK                        APPROX. 8.5 KM 0653728.8 |
 NM1923| NM1772 CHURCH SPIRE B                      APPROX. 8.9 KM 3024541.1 |
 NM1923| NM1176 HOSKINS LAPLACE AZI                 APPROX. 0.6 KM 3454823.7 |
 NM1923|---------------------------------------------------------------------|
 NM1923
 NM1923                          SUPERSEDED SURVEY CONTROL
 NM1923
 NM1923  NAD 83(1986)-  42 08 55.76915(N)    097 16 10.38635(W) AD(       ) 3
 NM1923  NGVD 29 (02/23/90)  559.7    (m)         1836.     (f) VERT ANG       
 NM1923
 NM1923.Superseded values are not recommended for survey control.
 NM1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1923.See file dsdata.txt to determine how the superseded data were derived.
 NM1923
 NM1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4297967749(NAD 83)
 NM1923_MARKER: DZ = AZIMUTH MARK DISK
 NM1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1923_SP_SET: CONCRETE POST
 NM1923_STAMPING: HOSKINS LA PLACE AZIMUTH 1935 1982
 NM1923_MARK LOGO: NGS   
 NM1923_PROJECTION: FLUSH
 NM1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1923+STABILITY: SURFACE MOTION
 NM1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1923+SATELLITE: SATELLITE OBSERVATIONS - 1982
 NM1923
 NM1923  HISTORY     - Date     Condition        Report By
 NM1923  HISTORY     - 1982     MONUMENTED       NGS
 NM1923
 NM1923                          STATION DESCRIPTION
 NM1923
 NM1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NM1923'THE STATION IS LOCATED ABOUT 17.9 KM (11.10 MI) NORTHEAST FROM
 NM1923'NORFOLK, 8 KM (4.95 MI) WEST-SOUTHWEST OF WINSIDE, 4.8 KM (3.00 MI)
 NM1923'NORTH-NORTHEAST FROM HOSKINS AND ON THE NORTH RIGHT-OF-WAY OF A GRADED
 NM1923'COUNTY ROAD.  OWNERSHIP-WAYNE COUNTY.
 NM1923'TO REACH THE STATION FROM THE HOSKINS POST OFFICE, GO SOUTH ON MAIN
 NM1923'STREET FOR 0.8 KM (0.50 MI) TO STATE HIGHWAY 35.  TURN LEFT AND GO
 NM1923'EAST ON THE HIGHWAY FOR 2.90 KM (1.80 MI) TO A GRADED CROSSROAD.  TURN
 NM1923'LEFT AND GO NORTH ON THE GRADED ROAD FOR 4.99 KM (3.10 MI) TO A GRADED
 NM1923'CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.16 KM (0.10 MI) TO THE MARK
 NM1923'ON THE LEFT, AT A POWER POLE.
 NM1923'THE MARKS ARE 9.6 M (31.5 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 NM1923'1.74 M (5.7 FT) WEST FROM THE POWER POLE AND 0.66 M (2.2 FT) EAST FROM
 NM1923'A WITNESS POST.  THE UNDERGROUND MARK IS 1.0 M (3.3 FT) BELOW THE
 NM1923'GROUND SURFACE AND THE SURFACE MARK IS FLUSH WITH THE GROUND SURFACE.
 NM1923'DESCRIBED BY J.A. ODUM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1780 ***********************************************************************
 NM1780  DESIGNATION -  HOSKINS RM 2
 NM1780  PID         -  NM1780
 NM1780  STATE/COUNTY-  NE/WAYNE
 NM1780  USGS QUAD   -  HOSKINS (1976)
 NM1780
 NM1780                         *CURRENT SURVEY CONTROL
 NM1780  ___________________________________________________________________
 NM1780* NAD 83(1995)-  42 05 48.48456(N)    097 16 16.01521(W)     ADJUSTED  
 NM1780* NAVD 88     -       567.1    (meters)    1861.     (feet)  VERTCON   
 NM1780  ___________________________________________________________________
 NM1780  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 NM1780  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 NM1780
 NM1780  HORZ ORDER  -  THIRD
 NM1780  VERT ORDER  -  THIRD ? (See Below)
 NM1780
 NM1780.The horizontal coordinates were established by classical geodetic methods
 NM1780.and adjusted by the National Geodetic Survey in August 1997..
 NM1780
 NM1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1780.The vertical order pertains to the NGVD 29 superseded value.
 NM1780
 NM1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1780
 NM1780.The geoid height was determined by GEOID03.
 NM1780
 NM1780;                    North         East     Units Scale Factor Converg.
 NM1780;SPC NE       -   254,868.228   725,644.642   MT  0.99971173   +1 48 30.3
 NM1780;UTM  14      - 4,661,970.301   642,967.141   MT  0.99985150   +1 09 33.2
 NM1780
 NM1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1780!SPC NE       -   0.99991496  x   0.99971173  =   0.99962671
 NM1780!UTM  14      -   0.99991496  x   0.99985150  =   0.99976647
 NM1780
 NM1780:                Primary Azimuth Mark                     Grid Az
 NM1780:SPC NE       -  AZ S GABLE SCHOOL HOUSE                  359 56 55.3
 NM1780:UTM  14      -  AZ S GABLE SCHOOL HOUSE                  000 35 52.4
 NM1780
 NM1780|---------------------------------------------------------------------|
 NM1780| PID    Reference Object                     Distance      Geod. Az  |
 NM1780|                                                           dddmmss.s |
 NM1780| CO2142 AZ S GABLE SCHOOL HOUSE                            0014525.6 |
 NM1780| NM1781 STA 40                              APPROX. 5.9 KM 2951653.6 |
 NM1780| NM1774 HOSKINS TANK                        APPROX. 3.1 KM 2960503.7 |
 NM1780|---------------------------------------------------------------------|
 NM1780
 NM1780                          SUPERSEDED SURVEY CONTROL
 NM1780
 NM1780  NAD 83(1986)-  42 05 48.49341(N)    097 16 16.01424(W) AD(       ) 3
 NM1780  NAD 27      -  42 05 48.48028(N)    097 16 14.83499(W) AD(       ) 3
 NM1780  NGVD 29 (07/19/86)  566.9    (m)         1860.     (f) LEVELING    3  
 NM1780
 NM1780.Superseded values are not recommended for survey control.
 NM1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1780.See file dsdata.txt to determine how the superseded data were derived.
 NM1780
 NM1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4296761970(NAD 83)
 NM1780_MARKER: DR = REFERENCE MARK DISK
 NM1780_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NM1780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1780
 NM1780  HISTORY     - Date     Condition        Report By
 NM1780  HISTORY     - 1935     MONUMENTED       USGS
 NM1780
 NM1780                          STATION DESCRIPTION
 NM1780
 NM1780'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 NM1780'HOSKINS, 1.0 MI S. AND 1.8 MI E. OF, T. 25 N., R. 1 E., NEAR S.
 NM1780'SIXTEENTH COR. BETWEEN SECS. 35 AND 36, 147 FT N. AND 32 FT W. OF
 NM1780'CENTER OF RD. AT FENCE W.  A STANDARD USC AND GS TABLET SET IN A
 NM1780'CONCRETE POST AND STAMPED---HOSKINS R.M. NO 2 1935---/HOSKINS TRI. STA
 NM1780'- DESTROYED.  HOSKINS R.M. NO 1 - DISTURBED.  R.M. NO 2 - OK/.
 NM1780'AZIMUTH TO HOSKINS WATER TANK ABOUT 2.0 MI DISTANT--N 63 DEG 55 MIN
 NM1780'W.  AZIMUTH TO S. GABLE OF SCHOOLHOUSE ABOUT 1.5 MI DISTANT--N 1 DEG
 NM1780'45 MIN 20 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1774 ***********************************************************************
 NM1774  DESIGNATION -  HOSKINS TANK
 NM1774  PID         -  NM1774
 NM1774  STATE/COUNTY-  NE/WAYNE
 NM1774  USGS QUAD   -  HOSKINS (1976)
 NM1774
 NM1774                         *CURRENT SURVEY CONTROL
 NM1774  ___________________________________________________________________
 NM1774* NAD 83(1995)-  42 06 32.72323(N)    097 18 17.42072(W)     ADJUSTED  
 NM1774* NAVD 88     -       518.     (meters)    1699.     (feet)  SCALED    
 NM1774  ___________________________________________________________________
 NM1774  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 NM1774  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 NM1774
 NM1774  HORZ ORDER  -  THIRD
 NM1774
 NM1774.The horizontal coordinates were established by classical geodetic methods
 NM1774.and adjusted by the National Geodetic Survey in August 1997..
 NM1774
 NM1774.The orthometric height was scaled from a topographic map.
 NM1774
 NM1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1774
 NM1774.The geoid height was determined by GEOID03.
 NM1774
 NM1774;                    North         East     Units Scale Factor Converg.
 NM1774;SPC NE       -   256,144.654   722,814.488   MT  0.99971396   +1 47 09.9
 NM1774;UTM  14      - 4,663,278.886   640,151.254   MT  0.99984169   +1 08 12.7
 NM1774
 NM1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1774!SPC NE       -   0.99992262  x   0.99971396  =   0.99963661
 NM1774!UTM  14      -   0.99992262  x   0.99984169  =   0.99976433
 NM1774
 NM1774                          SUPERSEDED SURVEY CONTROL
 NM1774
 NM1774  NAD 83(1986)-  42 06 32.73202(N)    097 18 17.42098(W) AD(       ) 4
 NM1774  NAD 27      -  42 06 32.71300(N)    097 18 16.24300(W) AD(       ) 3
 NM1774
 NM1774.Superseded values are not recommended for survey control.
 NM1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1774.See file dsdata.txt to determine how the superseded data were derived.
 NM1774
 NM1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4015163279(NAD 83)
 NM1774_MARKER: 53 = ELEVATED TANK
 NM1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1774+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1982
 NM1774
 NM1774  HISTORY     - Date     Condition        Report By
 NM1774  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1774  HISTORY     - 1935     GOOD             CGS
 NM1774  HISTORY     - 1961     GOOD             USGS
 NM1774  HISTORY     - 19820710 GOOD             NGS
 NM1774
 NM1774                          STATION DESCRIPTION
 NM1774
 NM1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1774'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL TANK FOR THE
 NM1774'WATER SUPPLY OF THE TOWN OF HOSKINS.  LOCATED IN THE SOUTH
 NM1774'CENTRAL PART OF TOWN.  APPROXIMATELY 100 FEET HIGH.
 NM1774'
 NM1774'OBSERVED UPON FROM STATIONS HOSKINS LAPLACE AZI., NORFOLK,
 NM1774'AND HOSKINS.
 NM1774
 NM1774                          STATION RECOVERY (1935)
 NM1774
 NM1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 NM1774'RECOVERED IN GOOD CONDITION.
 NM1774
 NM1774                          STATION RECOVERY (1961)
 NM1774
 NM1774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1774'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NM1774
 NM1774                          STATION RECOVERY (1982)
 NM1774
 NM1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NM1774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1171 ***********************************************************************
 ML1171  DESIGNATION -  HOWARD
 ML1171  PID         -  ML1171
 ML1171  STATE/COUNTY-  NE/LOUP
 ML1171  USGS QUAD   -  ALMERIA (1978)
 ML1171
 ML1171                         *CURRENT SURVEY CONTROL
 ML1171  ___________________________________________________________________
 ML1171* NAD 83(1995)-  41 45 35.52804(N)    099 35 32.49982(W)     ADJUSTED  
 ML1171* NAVD 88     -       829.9    (meters)    2723.     (feet)  VERTCON   
 ML1171  ___________________________________________________________________
 ML1171  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 ML1171  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 ML1171
 ML1171  HORZ ORDER  -  FIRST
 ML1171
 ML1171.The horizontal coordinates were established by classical geodetic methods
 ML1171.and adjusted by the National Geodetic Survey in August 1997..
 ML1171
 ML1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1171
 ML1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1171
 ML1171.The geoid height was determined by GEOID03.
 ML1171
 ML1171;                    North         East     Units Scale Factor Converg.
 ML1171;SPC NE       -   213,974.810   533,888.507   MT  0.99966839   +0 16 12.5
 ML1171;UTM  14      - 4,623,284.838   450,757.957   MT  0.99962984   -0 23 40.3
 ML1171
 ML1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1171!SPC NE       -   0.99987342  x   0.99966839  =   0.99954185
 ML1171!UTM  14      -   0.99987342  x   0.99962984  =   0.99950330
 ML1171
 ML1171:                Primary Azimuth Mark                     Grid Az
 ML1171:SPC NE       -  HOWARD RM 3 AZIMUTH                      007 18 06.3
 ML1171:UTM  14      -  HOWARD RM 3 AZIMUTH                      007 57 59.1
 ML1171
 ML1171|---------------------------------------------------------------------|
 ML1171| PID    Reference Object                     Distance      Geod. Az  |
 ML1171|                                                           dddmmss.s |
 ML1171| CQ5599 HOWARD RM 3 AZIMUTH                                0073418.8 |
 ML1171| ML1138 SARGENT REGION 26 RADIO MAST        APPROX.19.5 KM 1091403.7 |
 ML1171| CQ5597 HOWARD RM 1                          18.467 METERS 15006     |
 ML1171| CQ5598 HOWARD RM 2                          22.230 METERS 31046     |
 ML1171|---------------------------------------------------------------------|
 ML1171
 ML1171                          SUPERSEDED SURVEY CONTROL
 ML1171
 ML1171  NAD 83(1986)-  41 45 35.53552(N)    099 35 32.50696(W) AD(       ) 1
 ML1171  NAD 27      -  41 45 35.52219(N)    099 35 31.09325(W) AD(       ) 1
 ML1171  NGVD 29 (07/19/86)  829.6    (m)         2722.     (f) VERT ANG       
 ML1171
 ML1171.Superseded values are not recommended for survey control.
 ML1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1171.See file dsdata.txt to determine how the superseded data were derived.
 ML1171
 ML1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM5075823285(NAD 83)
 ML1171_MARKER: DS = TRIANGULATION STATION DISK
 ML1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1171_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ML1171
 ML1171  HISTORY     - Date     Condition        Report By
 ML1171  HISTORY     - 1973     MONUMENTED       NGS
 ML1171
 ML1171                          STATION DESCRIPTION
 ML1171
 ML1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1171'THE STATION IS LOCATED ABOUT 9.5 MILES EAST OF THE MILBURN
 ML1171'DIVERSION DAM, 9 MILES WEST OF TAYLOR, 8 MILES NORTHEAST OF
 ML1171'THE SMALL TOWN OF MILBURN, 6.5 MILES SOUTH-SOUTHWEST OF ALMERIA
 ML1171'AND ON THE HIGHEST RIDGE IN THE AREA.  IT IS ON THE PROPERTY OF
 ML1171'MR. EDWARD HOWARD.
 ML1171'
 ML1171'TO REACH FROM THE POST OFFICE IN TAYLOR, GO SOUTH ON PAVED
 ML1171'STREET FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAY 91.  TURN
 ML1171'RIGHT AND GO WEST ON STATE HIGHWAY 91 FOR 4.55 MILES TO A
 ML1171'GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON GRAVELED ROAD
 ML1171'FOR 6.65 MILES TO A DRIVEWAY ON LEFT AND MAIL BOX WITH EDWARD
 ML1171'HOWARD WRITTEN ON IT.  TURN LEFT INTO THE DRIVE AND GO SOUTH FOR
 ML1171'0.1 MILE TO REFERENCE MARK 3 ON LEFT, NEXT TO A POWER POLE.
 ML1171'TURN RIGHT AND GO WEST PASSING THROUGH A GATE AT THE SOUTHWEST
 ML1171'CORNER OF FARM YARD.  TURN LEFT AND GO SOUTH ALONG THE WEST
 ML1171'SIDE OF A FENCE FOR 0.1 MILE TO A GATE.  PASS THROUGH GATE
 ML1171'AND CONTINUE SOUTH ON A TRACK ROAD FOR 0.45 MILE TO A GATE.
 ML1171'PASS THROUGH THE GATE AND GO AROUND NORTH SIDE OF A NORTH
 ML1171'AND SOUTH FENCE LINE, THEN GO SOUTH ALONG THE WEST SIDE OF
 ML1171'THE FENCE LINE FOR 0.1 MILE TO A GATE.  TURN LEFT AND PASS
 ML1171'THROUGH GATE GOING SOUTH AND SOUTHEAST FOR 0.2 TO THE
 ML1171'TOP OF RIDGE AND STATION AS DESCRIBED.
 ML1171'
 ML1171'STATION MARK IS A STANDARD DISK STAMPED HOWARD 1973, SET IN THE
 ML1171'TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW
 ML1171'GROUND SURFACE.  THE UNDERGROUND DISK IS STANDARD AND SET ABOUT
 ML1171'52 INCHES DEEP.  IT IS 11 FEET NORTHEAST OF A METAL WITNESS
 ML1171'POST WITH SIGN ATTACHED.
 ML1171'
 ML1171'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED HOWARD
 ML1171'NO 1 1973, SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 ML1171'PROJECTS 3 INCHES ABOVE GROUND SURFACE.  IT IS 74 FEET
 ML1171'SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND SET
 ML1171'IN THE FENCE LINE ABOUT 2 FEET LOWER IN ELEVATION THAN STATION.
 ML1171'
 ML1171'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOWARD NO 2 1973,
 ML1171'SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 ML1171'5 INCHES ABOVE GROUND SURFACE.  IT IS 57 FEET NORTH-NORTHWEST
 ML1171'OF THE METAL WITNESS POST WITH SIGN ATTACHED, 1 FOOT NORTHEAST
 ML1171'OF FENCE LINE AND ABOUT THE SAME ELEVATION AS STATION.
 ML1171'
 ML1171'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HOWARD NO 3 1973,
 ML1171'SET IN TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 ML1171'GROUND SURFACE.  IT IS 52 FEET NORTH OF A GRAIN BUILDING, 27
 ML1171'FEET WEST OF A FENCE, 3 FEET SOUTH OF A POWER POLE AND IN THE
 ML1171'BARN YARD.  THE MARK WAS USED AS A AZIMUTH FOR STATION HOWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0494 ***********************************************************************
 LJ0494  DESIGNATION -  HOWARD
 LJ0494  PID         -  LJ0494
 LJ0494  STATE/COUNTY-  NE/DUNDY
 LJ0494  USGS QUAD   -  ROCK CANYON (1973)
 LJ0494
 LJ0494                         *CURRENT SURVEY CONTROL
 LJ0494  ___________________________________________________________________
 LJ0494* NAD 83(1995)-  40 08 16.93705(N)    101 28 26.58515(W)     ADJUSTED  
 LJ0494* NAVD 88     -      1015.23   (+/-2cm)    3330.8    (feet)  VERTCON   
 LJ0494  ___________________________________________________________________
 LJ0494  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 LJ0494  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 LJ0494
 LJ0494  HORZ ORDER  -  FIRST
 LJ0494  VERT ORDER  -  THIRD ? (See Below)
 LJ0494
 LJ0494.The horizontal coordinates were established by classical geodetic methods
 LJ0494.and adjusted by the National Geodetic Survey in August 1997..
 LJ0494
 LJ0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0494.The vertical order pertains to the NGVD 29 superseded value.
 LJ0494
 LJ0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0494
 LJ0494.The geoid height was determined by GEOID03.
 LJ0494
 LJ0494;                    North         East     Units Scale Factor Converg.
 LJ0494;SPC NE       -    34,903.736   374,392.457   MT  0.99994046   -0 58 36.7
 LJ0494;UTM  14      - 4,446,012.702   289,230.374   MT  1.00014690   -1 35 43.6
 LJ0494
 LJ0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0494!SPC NE       -   0.99984439  x   0.99994046  =   0.99978486
 LJ0494!UTM  14      -   0.99984439  x   1.00014690  =   0.99999127
 LJ0494
 LJ0494|---------------------------------------------------------------------|
 LJ0494| PID    Reference Object                     Distance      Geod. Az  |
 LJ0494|                                                           dddmmss.s |
 LJ0494| CP8270 HOWARD RM 1                          23.430 METERS 10820     |
 LJ0494| CP8271 HOWARD RM 2                          24.189 METERS 18624     |
 LJ0494| LJ0499 BENKELMAN MUNICIPAL STANDPIPE       APPROX.11.3 KM 2095506.5 |
 LJ0494| CP8269 HOWARD AZ MK                                       2814652.6 |
 LJ0494|---------------------------------------------------------------------|
 LJ0494
 LJ0494                          SUPERSEDED SURVEY CONTROL
 LJ0494
 LJ0494  NAD 83(1986)-  40 08 16.93613(N)    101 28 26.58745(W) AD(       ) 1
 LJ0494  NAD 27      -  40 08 16.96000(N)    101 28 24.98900(W) AD(       ) 1
 LJ0494  NGVD 29 (07/19/86) 1014.87   (m)         3329.6    (f) LEVELING    3  
 LJ0494
 LJ0494.Superseded values are not recommended for survey control.
 LJ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0494.See file dsdata.txt to determine how the superseded data were derived.
 LJ0494
 LJ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8923046013(NAD 83)
 LJ0494_MARKER: DS = TRIANGULATION STATION DISK
 LJ0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0494
 LJ0494  HISTORY     - Date     Condition        Report By
 LJ0494  HISTORY     - 1935     MONUMENTED       CGS
 LJ0494  HISTORY     - 1973     GOOD             USGS
 LJ0494
 LJ0494                          STATION DESCRIPTION
 LJ0494
 LJ0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0494'THE STATION IS ABOUT 6 MILES NORTH AND 3 MILES EAST OF BENKELMAN,
 LJ0494'ON THE HIGHEST POINT OF THE IRREGULAR DIVIDE-RIDGE BETWEEN
 LJ0494'INDIAN CREEK AND THE REPUBLICAN RIVER, IN THE NORTHEAST CORNER
 LJ0494'OF THE SOUTHEAST QUARTER OF SEC. 15, T. 2 N., R. 37 W.
 LJ0494'
 LJ0494'THE STATION MARK PROJECTS 8 INCHES AND IS
 LJ0494'1/3 MILE SOUTH OF AN EAST-AND-WEST FENCE AND 1 MILE SOUTH OF
 LJ0494'ANDY ROSENFELTS BUILDINGS ON INDIAN CREEK.
 LJ0494'
 LJ0494'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS
 LJ0494'EAST-SOUTHEAST OF THE STATION.
 LJ0494'
 LJ0494'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND IS SOUTH
 LJ0494'OF THE STATION.
 LJ0494'
 LJ0494'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS WEST OF
 LJ0494'THE STATION, ON A SPUR RIDGE OF THE DIVIDE ON WHICH THE STATION
 LJ0494'IS LOCATED.
 LJ0494'
 LJ0494'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 LJ0494'
 LJ0494'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 3
 LJ0494'AND 61, ONE BLOCK EAST OF THE DUNDY COUNTY COURTHOUSE, IN
 LJ0494'BENKELMAN, GO NORTH ON STATE HIGHWAY 61 FOR 5.6 MILES TO A
 LJ0494'GRADED CROSS ROAD.  (THERE IS A WHITE SCHOOLHOUSE IN THE
 LJ0494'SOUTHWEST ANGLE OF THIS INTERSECTION.) HERE LEAVE STATE HIGHWAY
 LJ0494'61, TURN RIGHT AND GO EAST ON GRADED ROAD 1.0 MILE TO ITS
 LJ0494'END, CONTINUE EAST ON PLAIN TRACK ROAD 0.25 MILE.  TURN LEFT
 LJ0494'AND GO NORTH 0.25 MILE TO A SMALL GRAY HOUSE, PASS ON THE WEST
 LJ0494'SIDE OF THE HOUSE AND CONTINUE NORTH 0.1 MILE TO A FORK, TAKE
 LJ0494'THE RIGHT FORK, PASS THROUGH WIRE GATE IN NORTH-AND-SOUTH
 LJ0494'FENCE AND GO EAST ON PLAIN TRACK ROAD ALONG RIDGE 0.9 MILE
 LJ0494'TO A POINT WHERE THE ROAD TURNS SHARP LEFT TO THE NORTH.  (THE
 LJ0494'AZIMUTH MARK IS AT THIS POINT.  THE STATION IS ON THE
 LJ0494'HIGHEST POINT OF THE RIDGE TO THE EAST AS SEEN FROM THIS
 LJ0494'POINT.) HERE LEAVE ROAD AND GO IN A GENERAL EASTERLY
 LJ0494'DIRECTION ALONG THE RIDGE 1.2 MILES TO THE NORTHWEST CORNER OF
 LJ0494'A FORMERLY CULTIVATED FIELD, (PASSING THROUGH WIRE GATE IN A
 LJ0494'NORTH-AND-SOUTH FENCE ABOUT 100 YARDS NORTH OF A
 LJ0494'T-INTERSECTION OF FENCES IN A DRAW AT MILEAGE 0.7).  FROM
 LJ0494'THE CORNER OF THE FIELD GO NORTH ALONG SPUR RIDGE 0.3 MILE
 LJ0494'TO TOP OF HIGHEST POINT OF RIDGE AND STATION.
 LJ0494'
 LJ0494'NOTE--THE LAST 1.5 MILES OF TRAVEL ACROSS COUNTRY ALONG THE RIDGE
 LJ0494'IS VERY ROUGH GOING.
 LJ0494
 LJ0494                          STATION RECOVERY (1973)
 LJ0494
 LJ0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LJ0494'STATION MARK, R.M. 1, R.M. 2 AND AZ. MK. WERE FOUND IN GOOD
 LJ0494'CONDITION AS DESCRIBED.  DISTANCE TO R.M. 1 MISSED + 0.007 METERS.
 LJ0494'R.M. 2 MISSED + 0.004 METERS.  BETWEEN R.M. 1 AND R.M. 2 MISSED
 LJ0494'+ 0.009 METERS.
 LJ0494'
 LJ0494'DIRECTION TO R.M. 1 MISSED -09.07 SECONDS IN AZIMUTH, R.M. 2 MISSED
 LJ0494'+ 09.12 SECONDS IN AZIMUTH.  AZ. MK. MISSED + 0.85 SECONDS IN
 LJ0494'AZIMUTH.
 LJ0494'
 LJ0494'THE OLD DESCRIPTION IS ADEQUATE.  3RD ORDER LEVELS FOR BM ELEVATION
 LJ0494'ESTABLISHED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1875 ***********************************************************************
 MK1875  CBN         -  This is a Cooperative Base Network Control Station.
 MK1875  DESIGNATION -  HROMAS
 MK1875  PID         -  MK1875
 MK1875  STATE/COUNTY-  NE/BUTLER
 MK1875  USGS QUAD   -  DWIGHT (1966)
 MK1875
 MK1875                         *CURRENT SURVEY CONTROL
 MK1875  ___________________________________________________________________
 MK1875* NAD 83(1995)-  41 04 44.82875(N)    097 07 08.32412(W)     ADJUSTED  
 MK1875* NAVD 88     -       498.4    (meters)    1635.     (feet)  GPS OBS   
 MK1875  ___________________________________________________________________
 MK1875  X           -    -596,745.814 (meters)                     COMP
 MK1875  Y           -  -4,778,057.215 (meters)                     COMP
 MK1875  Z           -   4,169,360.627 (meters)                     COMP
 MK1875  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 MK1875  ELLIP HEIGHT-         471.95  (meters)          (09/24/01) GPS OBS
 MK1875  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 MK1875
 MK1875  HORZ ORDER  -  B
 MK1875  ELLP ORDER  -  FOURTH    CLASS I
 MK1875
 MK1875.The horizontal coordinates were established by GPS observations
 MK1875.and adjusted by the National Geodetic Survey in June 1996..
 MK1875
 MK1875.The orthometric height was determined by GPS observations and a
 MK1875.high-resolution geoid model.
 MK1875
 MK1875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK1875
 MK1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1875
 MK1875.The ellipsoidal height was determined by GPS observations
 MK1875.and is referenced to NAD 83.
 MK1875
 MK1875.The geoid height was determined by GEOID03.
 MK1875
 MK1875;                    North         East     Units Scale Factor Converg.
 MK1875;SPC NE       -   142,346.898   741,984.383   MT  0.99968616   +1 54 33.3
 MK1875;UTM  14      - 4,549,244.782   658,011.360   MT  0.99990730   +1 14 10.6
 MK1875
 MK1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1875!SPC NE       -   0.99992598  x   0.99968616  =   0.99961216
 MK1875!UTM  14      -   0.99992598  x   0.99990730  =   0.99983328
 MK1875
 MK1875:                Primary Azimuth Mark                     Grid Az
 MK1875:SPC NE       -  BRAINARD HOLY TRINITY CH SPIRE           036 49 56.6
 MK1875:UTM  14      -  BRAINARD HOLY TRINITY CH SPIRE           037 30 19.3
 MK1875
 MK1875|---------------------------------------------------------------------|
 MK1875| PID    Reference Object                     Distance      Geod. Az  |
 MK1875|                                                           dddmmss.s |
 MK1875| MK1867 BRAINARD HOLY TRINITY CH SPIRE      APPROX.15.5 KM 0384429.9 |
 MK1875| CQ5603 HROMAS AZ MK                                       1165015.7 |
 MK1875| AJ4405 HROMAS RM 1                          28.151 METERS 22935     |
 MK1875| LG0806 WACO TANK                           APPROX.35.4 KM 2350127.1 |
 MK1875| MK1890 GRESHAM MUNICIPAL TANK              APPROX.24.6 KM 2563812.4 |
 MK1875| MK1881 ULYSSES TANK                        APPROX. 7.3 KM 2653006.4 |
 MK1875| MK1892 SHELBY CATHOLIC CH DOME             APPROX.28.5 KM 2954654.8 |
 MK1875| MK1891 SHELBY MUNICIPAL TANK               APPROX.28.9 KM 2962844.5 |
 MK1875| MK1885 RISING CITY STANDPIPE               APPROX.19.6 KM 3105056.0 |
 MK1875| MK1884 RISING CITY METH CH SPIRE           APPROX.19.9 KM 3110111.6 |
 MK1875| CQ5604 HROMAS RM 2                          31.780 METERS 31523     |
 MK1875| MK1863 DAVID CITY TANK                     APPROX.19.5 KM 3595450.9 |
 MK1875|---------------------------------------------------------------------|
 MK1875
 MK1875                          SUPERSEDED SURVEY CONTROL
 MK1875
 MK1875  ELLIP H (06/25/96)  472.01   (m)                       GP(       ) 1 1
 MK1875  NAD 83(1986)-  41 04 44.83796(N)    097 07 08.32250(W) AD(       ) 1
 MK1875  NAD 27      -  41 04 44.78842(N)    097 07 07.19500(W) AD(       ) 1
 MK1875
 MK1875.Superseded values are not recommended for survey control.
 MK1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1875.See file dsdata.txt to determine how the superseded data were derived.
 MK1875
 MK1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5801149245(NAD 83)
 MK1875_MARKER: DS = TRIANGULATION STATION DISK
 MK1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1875_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1875_STAMPING: HROMAS 1935
 MK1875_MARK LOGO: CGS   
 MK1875_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MK1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1875+STABILITY: SURFACE MOTION
 MK1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1875+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1995
 MK1875
 MK1875  HISTORY     - Date     Condition        Report By
 MK1875  HISTORY     - 1935     MONUMENTED       CGS
 MK1875  HISTORY     - 1967     GOOD             CGS
 MK1875  HISTORY     - 19950822 GOOD             NE-109
 MK1875
 MK1875                          STATION DESCRIPTION
 MK1875
 MK1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1875'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 20, T. 13 N.,
 MK1875'R. 3 E., ABOUT 4 MILES EAST OF ULYSSES AND 1 MILE WEST OF
 MK1875'STATE HIGHWAY 15, 53 FEET EAST OF THE NORTH-SOUTH ROAD
 MK1875'CENTERLINE, 23 FEET EAST AND 8 FEET SOUTH OF FENCE CORNER
 MK1875'
 MK1875'TO REACH FROM ULYSSES RAILROAD DEPOT, GO EAST ON
 MK1875'GRAVEL ROAD FOR 4.3 MILES, TURN LEFT AND GO 0.25 MILE NORTH
 MK1875'ON GRADED DIRT ROAD TO FENCE CORNER, LONE TREE AND MARK ON
 MK1875'RIGHT.  MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 MK1875'
 MK1875'AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF STATION.  TO REACH FROM
 MK1875'STATION, GO SOUTH 0.25 MILE, TURN LEFT AND GO 0.45 MILE EAST
 MK1875'TO MARK ON LEFT IN NORTH-SOUTH FENCE LINE, 8 FEET NORTH OF
 MK1875'FENCE CORNER, 42 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD,
 MK1875'AND PROJECTS 5 INCHES.
 MK1875'
 MK1875'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION, IN WEST RIGHT-OF-WAY
 MK1875'FENCE LINE, 30 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.
 MK1875'MARK PROJECTS 4 INCHES.
 MK1875'
 MK1875'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, IN WEST RIGHT-OF-WAY
 MK1875'FENCE LINE, 30 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.
 MK1875'MARK PROJECTS 4 INCHES.
 MK1875'
 MK1875'HEIGHT OF LIGHT ABOVE STATION MARK - 29 METERS.
 MK1875
 MK1875                          STATION RECOVERY (1967)
 MK1875
 MK1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (FJH)
 MK1875'DESCRIPTION IS ADEQUATE.  ALL MARKS RECOVERED IN GOOD CONDITION.
 MK1875
 MK1875                          STATION RECOVERY (1995)
 MK1875
 MK1875'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1995 (LW)
 MK1875'RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 12 MI (19.3
 MK1875'KM) NORTH OF SEWARD, 5.25 MI (8.45 KM) WEST OF DWIGHT, 4.5 MI (7.2 KM)
 MK1875'EAST OF ULYSSES, 1 MI (1.6 KM) WEST OF STATE HIGHWAY 15, 0.25 MI (0.40
 MK1875'KM) NORTH OF STATE ROAD 12C SPUR, IN THE SW1/4, SEC20, T13N, R3E AND
 MK1875'IN THE NORTHWEST CORNER OF A PASTURE ON PROPERTY OWNED BY EUGENE
 MK1875'HROMAS, ULYSSES, NEBRASKA.  TELEPHONE 402-549-2269.  TO REACH THE MARK
 MK1875'FROM THE POST OFFICE IN ULYSSES, GO NORTH ON 4TH STREET FOR 3 BLOCKS
 MK1875'TO G STREET.  TURN RIGHT AND GO EAST FOR 2 BLOCKS TO 2ND STREET AND
 MK1875'THE BEGINNING OF ASHPALT.  CONTINUE EAST ON STATE ROAD 12C SPUR FOR
 MK1875'4.2 MI (6.8 KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO NORTH ON
 MK1875'COUNTY ROAD N FOR 0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT.  THE
 MK1875'DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED
 MK1875'ABOUT 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.  IT IS 104.23 FT (31.77
 MK1875'M) SOUTHEAST OF REFERENCE MARK 2, 92.33 FT (28.14 M) NORTHEAST OF
 MK1875'REFERENCE MARK 1, 60.0 FT (18.3 M) SOUTHEAST OF A UTILITY POLE, 48.0
 MK1875'FT (14.6 M) EAST OF THE CENTERLINE OF ROAD N, 14.0 FT (4.3 M)
 MK1875'SOUTHEAST OF A FENCE CORNER POST, 11.0 FT (3.4 M) EAST OF A
 MK1875'NORTH-SOUTH FENCE AND A WITNESS POST AND 8.5 FT (2.6 M) SOUTH OF AN
 MK1875'EAST-WEST FENCE AND A WITNESS POST.  REBAR WAS DRIVEN ALONGSIDE THE
 MK1875'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4405 ***********************************************************************
 AJ4405  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4405  CBN         -  This is a Cooperative Base Network Control Station.
 AJ4405  DESIGNATION -  HROMAS RM 1
 AJ4405  PID         -  AJ4405
 AJ4405  STATE/COUNTY-  NE/BUTLER
 AJ4405  USGS QUAD   -  DWIGHT (1966)
 AJ4405
 AJ4405                         *CURRENT SURVEY CONTROL
 AJ4405  ___________________________________________________________________
 AJ4405* NAD 83(1995)-  41 04 44.23706(N)    097 07 09.24222(W)     ADJUSTED  
 AJ4405* NAVD 88     -       498.56   (meters)    1635.7    (feet)  GPS OBS   
 AJ4405  ___________________________________________________________________
 AJ4405  X           -    -596,768.579 (meters)                     COMP
 AJ4405  Y           -  -4,778,066.551 (meters)                     COMP
 AJ4405  Z           -   4,169,346.946 (meters)                     COMP
 AJ4405  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AJ4405  ELLIP HEIGHT-         472.07  (meters)          (07/10/01) GPS OBS
 AJ4405  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AJ4405
 AJ4405  HORZ ORDER  -  A
 AJ4405  ELLP ORDER  -  FOURTH    CLASS I
 AJ4405
 AJ4405.The horizontal coordinates were established by GPS observations
 AJ4405.and adjusted by the National Geodetic Survey in July 2001..
 AJ4405
 AJ4405.The orthometric height was determined by GPS observations and a
 AJ4405.high-resolution geoid model using precise GPS observation and
 AJ4405.processing techniques.
 AJ4405
 AJ4405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4405
 AJ4405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4405
 AJ4405.The ellipsoidal height was determined by GPS observations
 AJ4405.and is referenced to NAD 83.
 AJ4405
 AJ4405.The geoid height was determined by GEOID03.
 AJ4405
 AJ4405;                    North         East     Units Scale Factor Converg.
 AJ4405;SPC NE       -   142,327.947   741,963.578   MT  0.99968618   +1 54 32.7
 AJ4405;UTM  14      - 4,549,226.072   657,990.330   MT  0.99990721   +1 14 10.0
 AJ4405
 AJ4405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4405!SPC NE       -   0.99992596  x   0.99968618  =   0.99961216
 AJ4405!UTM  14      -   0.99992596  x   0.99990721  =   0.99983317
 AJ4405
 AJ4405                          SUPERSEDED SURVEY CONTROL
 AJ4405
 AJ4405.No superseded survey control is available for this station.
 AJ4405
 AJ4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5799049226(NAD 83)
 AJ4405_MARKER: DR = REFERENCE MARK DISK
 AJ4405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4405_STAMPING: HROMAS NO.1 1935
 AJ4405_MARK LOGO: CGS   
 AJ4405_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4405+STABILITY: SURFACE MOTION
 AJ4405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4405+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ4405
 AJ4405  HISTORY     - Date     Condition        Report By
 AJ4405  HISTORY     - 1935     MONUMENTED       CGS
 AJ4405  HISTORY     - 20000601 GOOD             NEDR
 AJ4405  HISTORY     - 2002     GOOD             NEDR
 AJ4405
 AJ4405                          STATION DESCRIPTION
 AJ4405
 AJ4405'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2000
 AJ4405'THE MARK IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTH OF SEWARD, 5.25 MI
 AJ4405'(8.5 KM) WEST OF DWIGHT, 4.5 MI (7.3 KM) EAST OF ULYSSES, 1 MI (1.6
 AJ4405'KM) WEST OF STATE HIGHWAY 15.  TO REACH THE STATION FROM THE POST
 AJ4405'OFFICE IN ULYSSES, GO NORTH ON 4TH STREET FOR 3 BLOCKS TO G STREET,
 AJ4405'TURN RIGHT AND GO EAST FOR 2 BLOCKS TO 2ND STREET AND THE BEGINNING OF
 AJ4405'ASPHALT.  CONTINUE EAST ON STATE ROAD 12C SPUR FOR 4.2 MI (6.8 KM) TO
 AJ4405'A GRAVELED CROSSROAD, TURN LEFT AND GO NORTH ON COUNTY ROAD N FOR 0.25
 AJ4405'MI (0.40 KM) TO THE MARK ON THE LEFT, 77.0 FT (23.5 M) SOUTH OF THE
 AJ4405'CENTER OF A FIELD ENTRANCE ROAD, 23.0 FT (7.0 M) WEST OF THE
 AJ4405'CENTERLINE OF COUNTY ROAD N, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 AJ4405'NOTE--THIS STATION REPLACES HROMAS AS A CBN. HROMAS AND HROMAS RM 2
 AJ4405'HAVE BEEN DESTROYED.
 AJ4405
 AJ4405                          STATION RECOVERY (2002)
 AJ4405
 AJ4405'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 AJ4405'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4143 ***********************************************************************
 AB4143  SACS        -  This is a Secondary Airport Control Station.
 AB4143  DESIGNATION -  HSI AP STA A
 AB4143  PID         -  AB4143
 AB4143  STATE/COUNTY-  NE/ADAMS
 AB4143  USGS QUAD   -  HASTINGS WEST (1983)
 AB4143
 AB4143                         *CURRENT SURVEY CONTROL
 AB4143  ___________________________________________________________________
 AB4143* NAD 83(1995)-  40 36 44.97432(N)    098 25 54.50536(W)     ADJUSTED  
 AB4143* NAVD 88     -       595.01   (meters)    1952.1    (feet)  GPS OBS   
 AB4143  ___________________________________________________________________
 AB4143  X           -    -711,040.821 (meters)                     COMP
 AB4143  Y           -  -4,796,731.527 (meters)                     COMP
 AB4143  Z           -   4,130,221.664 (meters)                     COMP
 AB4143  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AB4143  ELLIP HEIGHT-         569.79  (meters)          (01/14/02) GPS OBS
 AB4143  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AB4143
 AB4143  HORZ ORDER  -  FIRST
 AB4143  ELLP ORDER  -  FOURTH    CLASS I
 AB4143
 AB4143.This mark is at Hastings Municipal Airport (HSI)
 AB4143
 AB4143.The horizontal coordinates were established by GPS observations
 AB4143.and adjusted by the National Geodetic Survey in September 1997..
 AB4143
 AB4143.The orthometric height was determined by GPS observations and a
 AB4143.high-resolution geoid model.
 AB4143
 AB4143.GPS derived orthometric heights for airport stations designated as
 AB4143.PACS or SACS are published to 2 decimal places.  This maintains
 AB4143.centimeter relative accuracy between the PACS and SACS.  It does
 AB4143.not indicate centimeter accuracy relative to other marks which are
 AB4143.part of the NAVD 88 network.
 AB4143
 AB4143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4143
 AB4143.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4143
 AB4143.The ellipsoidal height was determined by GPS observations
 AB4143.and is referenced to NAD 83.
 AB4143
 AB4143.The geoid height was determined by GEOID03.
 AB4143
 AB4143;                    North         East     Units Scale Factor Converg.
 AB4143;SPC NE       -    87,712.866   632,673.318   MT  0.99977911   +1 02 21.3
 AB4143;UTM  14      - 4,495,896.682   548,064.789   MT  0.99962844   +0 22 11.5
 AB4143
 AB4143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4143!SPC NE       -   0.99991063  x   0.99977911  =   0.99968976
 AB4143!UTM  14      -   0.99991063  x   0.99962844  =   0.99953910
 AB4143
 AB4143:                Primary Azimuth Mark                     Grid Az
 AB4143:SPC NE       -  HSI ARP 2                                157 43 23.5
 AB4143:UTM  14      -  HSI ARP 2                                158 23 33.3
 AB4143
 AB4143|---------------------------------------------------------------------|
 AB4143| PID    Reference Object                     Distance      Geod. Az  |
 AB4143|                                                           dddmmss.s |
 AB4143| LH1383 HSI ARP 2                           APPROX. 1.1 KM 1584544.8 |
 AB4143|---------------------------------------------------------------------|
 AB4143
 AB4143                          SUPERSEDED SURVEY CONTROL
 AB4143
 AB4143  ELLIP H (09/18/97)  569.84   (m)                       GP(       ) 4 1
 AB4143
 AB4143.Superseded values are not recommended for survey control.
 AB4143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4143.See file dsdata.txt to determine how the superseded data were derived.
 AB4143
 AB4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4806595897(NAD 83)
 AB4143_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB4143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4143_STAMPING: AP 1964 STA A
 AB4143_MARK LOGO: CGS   
 AB4143_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4143+STABILITY: SURFACE MOTION
 AB4143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4143+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1997
 AB4143
 AB4143  HISTORY     - Date     Condition        Report By
 AB4143  HISTORY     - 1964     MONUMENTED       CGS
 AB4143  HISTORY     - 19900615 GOOD             NGS
 AB4143  HISTORY     - 19950724 GOOD             NGS
 AB4143  HISTORY     - 19970716 GOOD             NGS
 AB4143
 AB4143                          STATION DESCRIPTION
 AB4143
 AB4143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AB4143'THE STATION IS LOCATED ONLINE WITH RUNWAY END 14, 105.02 FT (32.01 M)
 AB4143'NORTHEAST OF THE CENTERLINE END RUNWAY 14, 164.6 FT (50.2 M)
 AB4143'NORTH-NORTHEAST OF THE FIRST RUNWAY LIGHT SOUTHEAST OF END 14 (RUNWAY
 AB4143'LT 44, WITH A CLEAR AND AMBER LENS) , 46.2 FT (14.1 M) EAST-NORTHEAST
 AB4143'OF THE MOST NORTHEASTERLY THRESHOLD LIGHT (LT 42) AND 22.3 FT (6.8 M)
 AB4143'SOUTHWEST OF NORTHEASTERLY REIL.  THE STATION IS A STANDARD
 AB4143'TOPOGRAPHIC DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH
 AB4143'WITH THE GROUND AND STAMPED AP 1964 STA A.
 AB4143
 AB4143                          STATION RECOVERY (1995)
 AB4143
 AB4143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4143'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST-NORTHEAST OF
 AB4143'JUNIATA, ON THE NORTHWEST SIDE OF HASTINGS, AT THE HASTINGS MUNICIPAL
 AB4143'AIRPORT AND 0.1 MI (0.2 KM) SOUTHEAST OF THE APPROACH END OF RUNWAY
 AB4143'14.  OWNERSHIP--HASTINGS AIRPORT AUTHORITY, PO BOX 1143, HASTINGS NE
 AB4143'68901.  AIRPORT MANAGER IS JERRY YEAGER, PHONE (402) 462-6422.  TO
 AB4143'REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6, 34 AND 281 NORTH
 AB4143'ON THE SOUTH SIDE OF HASTINGS, GO NORTH ON US HIGHWAY 281/34 FOR 2.0
 AB4143'MI (3.2 KM) TO AN INTERSECTION, TURN LEFT AND GO WEST ON 12TH STREET
 AB4143'FOR 1.5 MI (2.4 KM) TO AN INTERSECTION (MARIAN ROAD), CONTINUE AHEAD
 AB4143'AND GO WEST ON 12TH STREET FOR 0.25 MI (0.40 KM) TO A GATE ON THE
 AB4143'RIGHT (JUST PAST THE BEACON), TURN RIGHT, PASS THROUGH GATE AND GO
 AB4143'NORTH ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO A TAXIWAY LEADING TO THE
 AB4143'NORTH, GO NORTH THEN NORTHWEST FOLLOWING THE TAXIWAY FOR 0.25 MI (0.40
 AB4143'KM) TO THE INTERSECTION WITH A NE/SW PARALLEL TAXIWAY, BEAR RIGHT AND
 AB4143'GO NORTH-NORTHWEST ON THE TAXIWAY (A) FOR 0.1 MI (0.2 KM) TO AN
 AB4143'INTERSECTION WITH RUNWAY 04/22, CONTINUE AHEAD (CROSSING THE RUNWAY)
 AB4143'AND GO NORTH-NORTHWEST THEN NORTHWEST FOLLOWING THE TAXIWAY (A) FOR
 AB4143'0.65 MI (1.05 KM) TO THE 2ND OF 2 CONNECTOR TAXIWAYS RIGHT, TURN RIGHT
 AB4143'AND GO NORTHEAST ON THE CONNECTOR TAXIWAY (F) CROSSING THE RUNWAY FOR
 AB4143'0.1 MI (0.2 KM) TO THE STATION, IN LINE WITH THE PROLONGATION OF THE
 AB4143'NORTHWEST EDGE OF THE TAXIWAY PAVEMENT. THE STATION IS 299.5 FT (91.3
 AB4143'M) NORTHWEST FROM THE INSIDE ONE OF TWO VASI LIGHTS (2ND SET), 153.6
 AB4143'FT (46.8 M) NORTH OF A RUNWAY LIGHT, 105.0 FT (32.0 M) NORTHEAST OF
 AB4143'THE RUNWAY CENTER, 55.8 FT (17.0 M) EAST OF A RUNWAY LIGHT AND 1.0 FT
 AB4143'(0.3 M) SOUTHWEST OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4143
 AB4143                          STATION RECOVERY (1997)
 AB4143
 AB4143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4143'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1381 ***********************************************************************
 LH1381  SACS        -  This is a Secondary Airport Control Station.
 LH1381  DESIGNATION -  HSI AP STA B
 LH1381  PID         -  LH1381
 LH1381  STATE/COUNTY-  NE/ADAMS
 LH1381  USGS QUAD   -  HASTINGS WEST (1983)
 LH1381
 LH1381                         *CURRENT SURVEY CONTROL
 LH1381  ___________________________________________________________________
 LH1381* NAD 83(1995)-  40 35 56.91440(N)    098 25 18.54166(W)     ADJUSTED  
 LH1381* NAVD 88     -       590.568  (meters)    1937.56   (feet)  ADJUSTED  
 LH1381  ___________________________________________________________________
 LH1381  X           -    -710,345.295 (meters)                     COMP
 LH1381  Y           -  -4,797,806.610 (meters)                     COMP
 LH1381  Z           -   4,129,093.152 (meters)                     COMP
 LH1381  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 LH1381  ELLIP HEIGHT-         565.31  (meters)          (01/14/02) GPS OBS
 LH1381  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 LH1381  DYNAMIC HT  -         590.237 (meters)    1936.47  (feet)  COMP
 LH1381  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 LH1381
 LH1381  HORZ ORDER  -  FIRST
 LH1381  VERT ORDER  -  FIRST     CLASS II
 LH1381  ELLP ORDER  -  FOURTH    CLASS I
 LH1381
 LH1381.This mark is at Hastings Municipal Airport (HSI)
 LH1381
 LH1381.The horizontal coordinates were established by GPS observations
 LH1381.and adjusted by the National Geodetic Survey in September 1997..
 LH1381
 LH1381.The orthometric height was determined by differential leveling
 LH1381.and adjusted by the National Geodetic Survey in May 1993..
 LH1381
 LH1381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1381
 LH1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1381
 LH1381.The ellipsoidal height was determined by GPS observations
 LH1381.and is referenced to NAD 83.
 LH1381
 LH1381.The geoid height was determined by GEOID03.
 LH1381
 LH1381.The dynamic height is computed by dividing the NAVD 88
 LH1381.geopotential number by the normal gravity value computed on the
 LH1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1381.degrees latitude (g = 980.6199 gals.).
 LH1381
 LH1381.The modeled gravity was interpolated from observed gravity values.
 LH1381
 LH1381;                    North         East     Units Scale Factor Converg.
 LH1381;SPC NE       -    86,246.350   633,545.451   MT  0.99978273   +1 02 45.1
 LH1381;UTM  14      - 4,494,420.301   548,919.597   MT  0.99962946   +0 22 34.6
 LH1381
 LH1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1381!SPC NE       -   0.99991133  x   0.99978273  =   0.99969408
 LH1381!UTM  14      -   0.99991133  x   0.99962946  =   0.99954082
 LH1381
 LH1381:                Primary Azimuth Mark                     Grid Az
 LH1381:SPC NE       -  HSI ARP 2                                312 55 14.6
 LH1381:UTM  14      -  HSI ARP 2                                313 35 25.1
 LH1381
 LH1381|---------------------------------------------------------------------|
 LH1381| PID    Reference Object                     Distance      Geod. Az  |
 LH1381|                                                           dddmmss.s |
 LH1381| LH1383 HSI ARP 2                           APPROX. 0.6 KM 3135759.7 |
 LH1381|---------------------------------------------------------------------|
 LH1381
 LH1381                          SUPERSEDED SURVEY CONTROL
 LH1381
 LH1381  ELLIP H (09/18/97)  565.36   (m)                       GP(       ) 4 1
 LH1381  NAD 83(1995)-  40 35 56.91436(N)    098 25 18.54186(W) AD(       ) 1
 LH1381  ELLIP H (08/18/97)  565.37   (m)                       GP(       ) 4 1
 LH1381  NAD 83(1986)-  40 35 56.92152(N)    098 25 18.54568(W) AD(       ) 1
 LH1381  NAVD 88 (09/18/97)  590.57   (m)         1937.6    (f) LEVELING    3  
 LH1381  NGVD 29 (02/23/90)  590.2    (m)         1936.     (f) GPS OBS        
 LH1381
 LH1381.Superseded values are not recommended for survey control.
 LH1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1381.See file dsdata.txt to determine how the superseded data were derived.
 LH1381
 LH1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4892094420(NAD 83)
 LH1381_MARKER: DT = TOPOGRAPHIC STATION DISK
 LH1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1381_SP_SET: CONCRETE POST
 LH1381_STAMPING: AP 1964 STA B
 LH1381_MARK LOGO: CGS   
 LH1381_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1381+STABILITY: SURFACE MOTION
 LH1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1381+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1997
 LH1381
 LH1381  HISTORY     - Date     Condition        Report By
 LH1381  HISTORY     - 1964     MONUMENTED       CGS
 LH1381  HISTORY     - 19890418 GOOD             NGS
 LH1381  HISTORY     - 19900615 GOOD             NGS
 LH1381  HISTORY     - 19911008 GOOD             NGS
 LH1381  HISTORY     - 19950724 GOOD             NGS
 LH1381  HISTORY     - 19970716 GOOD             NGS
 LH1381
 LH1381                          STATION DESCRIPTION
 LH1381
 LH1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1381'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF HASTINGS, AT
 LH1381'THE HASTINGS MUNICIPAL AIRPORT.  OWNERSHIP--HASTINGS AIRPORT
 LH1381'AUTHORITY, P.O. BOX 1143, HASTINGS, NE 68901.  AIRPORT MANAGER IS
 LH1381'JERRY YEAGER, TELEPHONE IS 402-462-6422.
 LH1381'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND 281
 LH1381'SOUTH, ON THE SOUTH SIDE OF HASTINGS, GO WEST ON HIGHWAYS 6 AND 34 FOR
 LH1381'1.62 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON 12TH
 LH1381'STREET FOR 0.39 KM (0.25 MI) TO AN AIRPORT GATE ON THE RIGHT.  TURN
 LH1381'RIGHT AND GO NORTH THROUGH THE GATE, THEN NORTHEAST ACROSS AN APRON
 LH1381'THEN A TAXIWAY FOR 0.35 KM (0.20 MI) TO RUNWAY END 32 AND THE STATION
 LH1381'ON THE FAR SIDE.
 LH1381'THE STATION MARK IS SET 50.3 M (165.0 FT) SOUTHEAST OF THE FIRST
 LH1381'RUNWAY LIGHT, 16.7 M (54.8 FT) NORTHEAST OF THE SOUTHEAST CORNER OF
 LH1381'THE RUNWAY, 14.1 M (46.3 FT) NORTHEAST OF THRESHOLD LIGHT 8 AND IS
 LH1381'RECESSED 1 CM BELOW THE SURFACE.
 LH1381'DESCRIBED BY G.R.HEID.
 LH1381
 LH1381                          STATION RECOVERY (1990)
 LH1381
 LH1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LH1381'THE STATION IS LOCATED ON-LINE WITH THE PHYSICAL END OF RUNWAY 32,
 LH1381'105.3 FT (32.1 M) NORTHEAST OF THE CENTERLINE END RUNWAY 32, 165.4 FT
 LH1381'(50.4 M) SOUTH-SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTHWEST OF END 32
 LH1381'(RUNWAY LT 9, WITH A RED AND AMBER LENS) AND 46.2 FT (14.1 M)
 LH1381'NORTHEAST OF THE MOST NORTHEASTERLY THERSHOLD LIGHT (RED LENS) .  THE
 LH1381'STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A SQUARE
 LH1381'CONCRETE MONUMENT FLUSH WITH THE GREEN AND STAMPED AP 1964 STA B.
 LH1381
 LH1381                          STATION RECOVERY (1991)
 LH1381
 LH1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1381'2.8 KM (1.75 MI) WESTERLY ALONG WEST 12TH STREET FROM THE JUNCTION OF
 LH1381'U.S. HIGHWAY 281 IN HASTINGS, THENCE 0.1 KM (0.05 MI) NORTH ALONG A
 LH1381'PARKING LOT, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG A TAXIWAY,
 LH1381'50.3 M (165.0 FT) SOUTHEAST OF THE 1ST RUNWAY LIGHT NORTHWEST OF THE
 LH1381'SOUTHEAST END OF RUNWAY 32, 16.7 M (54.8 FT) NORTHEAST OF THE
 LH1381'SOUTHEAST CORNER OF THE RUNWAY, 14.2 M (46.6 FT) NORTHEAST OF THE
 LH1381'MOST EASTERLY OF 4 THRESHOLD LIGHTS, 5.9 M (19.4 FT) SOUTHEAST OF AND
 LH1381'LEVEL WITH THE EXTENDED CENTER OF THE TAXIWAY, AND THE MONUMENT IS
 LH1381'FLUSH WITH THE GROUND SURFACE.
 LH1381
 LH1381                          STATION RECOVERY (1995)
 LH1381
 LH1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1381'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST-NORTHEAST OF
 LH1381'JUNIATA, ON THE NORTHWEST SIDE OF HASTINGS, AT THE HASTINGS MUNICIPAL
 LH1381'AIRPORT AND NEAR THE SOUTHEAST CORNER OF THE PAVEMENT OF RUNWAY 14/32.
 LH1381'OWNERSHIP--HASTINGS AIRPORT AUTHORITY, PO BOX 1143, HASTINGS NE 68901.
 LH1381'AIRPORT MANAGER IS JERRY YEAGER, PHONE (402) 462-6422.  TO REACH THE
 LH1381'STATION FROM THE JUNCTION OF US HIGHWAYS 6, 34 AND 281 NORTH ON THE
 LH1381'SOUTH SIDE OF HASTINGS, GO NORTH ON US HIGHWAY 281/34 FOR 2.0 MI (3.2
 LH1381'KM) TO AN INTERSECTION, TURN LEFT AND GO WEST ON 12TH STREET FOR 1.5
 LH1381'MI (2.4 KM) TO AN INTERSECTION (MARIAN ROAD), CONTINUE AHEAD AND GO
 LH1381'WEST ON 12TH STREET FOR 0.25 MI (0.40 KM) TO A GATE ON THE RIGHT (JUST
 LH1381'PAST THE BEACON), TURN RIGHT, PASS THROUGH GATE THEN TURN RIGHT AGAIN
 LH1381'AND GO NORTHEAST ACROSS THE APRON THEN A CONNECTOR TAXIWAY (C) FOR 0.2
 LH1381'MI (0.3 KM) TO THE SOUTHEAST END OF RUNWAY AND THE STATION JUST AHEAD.
 LH1381'THE STATION IS 165.6 FT (50.5 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT,
 LH1381'104.8 FT (31.9 M) NORTHEAST OF THE RUNWAY CENTER, 46.6 FT (14.2 M)
 LH1381'NORTHEAST OF THE MOST EASTERLY OF FOUR THRESHOLD LIGHTS AND 1.1 FT
 LH1381'(0.3 M) SOUTHWEST OF A SHORT WITNESS POST.  THIS STATION TO BE USED AS
 LH1381'SACS.
 LH1381
 LH1381                          STATION RECOVERY (1997)
 LH1381
 LH1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1381'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1383 ***********************************************************************
 LH1383  CBN         -  This is a Cooperative Base Network Control Station.
 LH1383  PACS        -  This is a Primary Airport Control Station.
 LH1383  DESIGNATION -  HSI ARP 2
 LH1383  PID         -  LH1383
 LH1383  STATE/COUNTY-  NE/ADAMS
 LH1383  USGS QUAD   -  HASTINGS WEST (1983)
 LH1383
 LH1383                         *CURRENT SURVEY CONTROL
 LH1383  ___________________________________________________________________
 LH1383* NAD 83(1995)-  40 36 10.38950(N)    098 25 36.87123(W)     ADJUSTED  
 LH1383* NAVD 88     -       592.467  (meters)    1943.79   (feet)  ADJUSTED  
 LH1383  ___________________________________________________________________
 LH1383  X           -    -710,732.214 (meters)                     COMP
 LH1383  Y           -  -4,797,477.302 (meters)                     COMP
 LH1383  Z           -   4,129,410.020 (meters)                     COMP
 LH1383  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 LH1383  ELLIP HEIGHT-         567.23  (meters)          (07/10/01) GPS OBS
 LH1383  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 LH1383  DYNAMIC HT  -         592.135 (meters)    1942.70  (feet)  COMP
 LH1383  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 LH1383
 LH1383  HORZ ORDER  -  B
 LH1383  VERT ORDER  -  FIRST     CLASS II
 LH1383  ELLP ORDER  -  FOURTH    CLASS I
 LH1383
 LH1383.This mark is at Hastings Municipal Airport (HSI)
 LH1383
 LH1383.The horizontal coordinates were established by GPS observations
 LH1383.and adjusted by the National Geodetic Survey in June 1996..
 LH1383
 LH1383.The orthometric height was determined by differential leveling
 LH1383.and adjusted by the National Geodetic Survey in May 1993..
 LH1383
 LH1383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1383
 LH1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1383
 LH1383.The ellipsoidal height was determined by GPS observations
 LH1383.and is referenced to NAD 83.
 LH1383
 LH1383.The geoid height was determined by GEOID03.
 LH1383
 LH1383.The dynamic height is computed by dividing the NAVD 88
 LH1383.geopotential number by the normal gravity value computed on the
 LH1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1383.degrees latitude (g = 980.6199 gals.).
 LH1383
 LH1383.The modeled gravity was interpolated from observed gravity values.
 LH1383
 LH1383;                    North         East     Units Scale Factor Converg.
 LH1383;SPC NE       -    86,653.994   633,107.092   MT  0.99978171   +1 02 32.9
 LH1383;UTM  14      - 4,494,832.976   548,486.098   MT  0.99962894   +0 22 22.7
 LH1383
 LH1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1383!SPC NE       -   0.99991103  x   0.99978171  =   0.99969276
 LH1383!UTM  14      -   0.99991103  x   0.99962894  =   0.99954000
 LH1383
 LH1383:                Primary Azimuth Mark                     Grid Az
 LH1383:SPC NE       -  HSI AP STA B                             132 55 14.9
 LH1383:UTM  14      -  HSI AP STA B                             133 35 25.1
 LH1383
 LH1383|---------------------------------------------------------------------|
 LH1383| PID    Reference Object                     Distance      Geod. Az  |
 LH1383|                                                           dddmmss.s |
 LH1383| LH1381 HSI AP STA B                        APPROX. 0.6 KM 1335747.8 |
 LH1383| AB4143 HSI AP STA A                        APPROX. 1.1 KM 3384556.2 |
 LH1383|---------------------------------------------------------------------|
 LH1383
 LH1383                          SUPERSEDED SURVEY CONTROL
 LH1383
 LH1383  ELLIP H (06/25/96)  567.27   (m)                       GP(       ) 1 1
 LH1383  NAD 83(1986)-  40 36 10.39666(N)    098 25 36.87519(W) AD(       ) 1
 LH1383  NAVD 88 (06/25/96)  592.47   (m)         1943.8    (f) LEVELING    3  
 LH1383  NGVD 29 (02/23/90)  592.1    (m)         1943.     (f) GPS OBS        
 LH1383
 LH1383.Superseded values are not recommended for survey control.
 LH1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1383.See file dsdata.txt to determine how the superseded data were derived.
 LH1383
 LH1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4848694833(NAD 83)
 LH1383_MARKER: DT = TOPOGRAPHIC STATION DISK
 LH1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1383_SP_SET: CONCRETE POST
 LH1383_STAMPING: ARP 2 HSI 1976
 LH1383_MARK LOGO: CGS   
 LH1383_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1383+STABILITY: SURFACE MOTION
 LH1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1383+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 LH1383
 LH1383  HISTORY     - Date     Condition        Report By
 LH1383  HISTORY     - 1976     MONUMENTED       NGS
 LH1383  HISTORY     - 19890418 GOOD             NGS
 LH1383  HISTORY     - 19900615 GOOD             NGS
 LH1383  HISTORY     - 19911008 GOOD             NGS
 LH1383  HISTORY     - 19950724 GOOD             NGS
 LH1383  HISTORY     - 19970716 GOOD             NGS
 LH1383  HISTORY     - 20000601 GOOD             NEDR
 LH1383  HISTORY     - 20021210 GOOD             NEDR
 LH1383  HISTORY     - 20040309 GOOD             NDA
 LH1383  HISTORY     - 20060511 GOOD             USGS
 LH1383
 LH1383                          STATION DESCRIPTION
 LH1383
 LH1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1383'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTHWEST OF HASTINGS,
 LH1383'AT THE HASTINGS MUNICIPAL AIRPORT.  OWNERSHIP--HASTINGS AIRPORT
 LH1383'AUTHORITY, P.O. BOX 1143, HASTINGS, NE 68901.  AIRPORT MANAGER IS
 LH1383'JERRY YEAGER, TELEPHONE IS 402-462-6422.
 LH1383'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND 281
 LH1383'SOUTH, ON THE SOUTH SIDE OF HASTINGS, GO WEST ON HIGHWAYS 6 AND 34 FOR
 LH1383'1.62 KM (1.00 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON MARIAN
 LH1383'ROAD FOR 3.21 KM (2.00 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 LH1383'12TH STREET FOR 0.39 KM (0.25 MI) TO AN AIRPORT GATE ON THE RIGHT AT
 LH1383'AN AIRPORT BEACON.  TURN RIGHT AND GO NORTH THROUGH THE GATE, THEN
 LH1383'ACROSS AN APRON, THEN A TAXIWAY FOR 0.64 KM (0.40 MI) TO A TAXIWAY ON
 LH1383'THE RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.08 KM (0.05 MI) TO THE
 LH1383'STATION ON THE LEFT.
 LH1383'THE STATION MARK IS SET ABOUT 150 M (492.1 FT) SOUTHWEST OF RUNWAY
 LH1383'14-32, 71.0 M (232.9 FT) NORTHEAST OF A TAXIWAY EDGE, 30.3 M
 LH1383'(99.4 FT) NORTHWEST OF A TAXIWAY EDGE, 39.5 M (129.6 FT)
 LH1383'NORTH-NORTHEAST OF TAXIWAY LIGHT --53--, 29.0 M (95.1 FT)
 LH1383'NORTH-NORTHWEST OF TAXIWAY LIGHT --54--, 0.3 M (1.0 FT) SOUTHWEST OF A
 LH1383'WITNESS POST AND IS RECESSED 1 CM BELOW THE SURFACE.
 LH1383'DESCRIBED BY G.R.HEID.
 LH1383
 LH1383                          STATION RECOVERY (1990)
 LH1383
 LH1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LH1383'THE STATION IS LOCATED NEAR THE INTERSECTIONS OF RWYS 04-22 AND 14-32.
 LH1383'IT IS 226 FT (68.9 M) SE OF THE SOUTH EDGE RWY 04-22, 232.5 FT (70.9
 LH1383'M) NE OF THE EAST EDGE OF A TAXIWAY, 99.4 FT (30.3 M) NW OF THE NORTH
 LH1383'EDGE OF A TAXIWAY.  THE STATION IS A STANDARD NOS DISK SET FLUSH WITH
 LH1383'THE GROUND AND STAMPED, ARP 2 HSI 1976.  NOTE, NO CENTER POINT WAS
 LH1383'STAMPED IN THE DISK DURING THE 1976 SURVEY SO IT WAS DONE THIS SURVEY
 LH1383'WITH A CENTER PUNCH.
 LH1383
 LH1383                          STATION RECOVERY (1991)
 LH1383
 LH1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1383'2.8 KM (1.75 MI) WESTERLY ALONG WEST 12TH STREET FROM THE JUNCTION OF
 LH1383'U.S. HIGHWAY 281 IN HASTINGS, THENCE 0.1 KM (0.05 MI) NORTH ALONG A
 LH1383'PARKING LOT, THENCE 0.6 KM (0.35 MI) NORTHEASTERLY ALONG A TAXIWAY,
 LH1383'THENCE 0.1 KM (0.05 MI) NORTHEASTERLY ALONG A TAXIWAY, 120.0 M (393.7
 LH1383'FT) NORTHWEST OF A WINDSOCK, 120.0 M (393.7 FT) SOUTHWEST OF THE
 LH1383'SOUTHWEST EDGE OF RUNWAY 17-32, 71.0 M (232.9 FT) NORTHEAST OF THE
 LH1383'NORTHEAST EDGE OF A TAXIWAY, 30.3 M (99.4 FT) NORTHWEST OF THE
 LH1383'NORTHWEST EDGE OF THE TAXIWAY, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 LH1383'TAXIWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 LH1383'IS FLUSH WITH THE GROUND SURFACE.
 LH1383
 LH1383                          STATION RECOVERY (1995)
 LH1383
 LH1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1383'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST-NORTHEAST OF
 LH1383'JUNIATA, ON THE NORTHWEST SIDE OF HASTINGS AT THE HASTINGS MUNICIPAL
 LH1383'AIRPORT AND IN A GRASS AREA SOUTH OF THE INTERSECTION OF THE RUNWAYS.
 LH1383'OWNERSHIP--HASTINGS AIRPORT AUTHORITY, PO BOX 1143, HASTINGS NE 68901.
 LH1383'AIRPORT MANAGER IS JERRY YEAGER, PHONE (402) 462-6422.  TO REACH THE
 LH1383'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND 281 NORTH ON THE
 LH1383'SOUTH SIDE OF HASTINGS, GO NORTH ON U.S. HIGHWAY 281/34 FOR 2.0 MI
 LH1383'(3.2 KM) TO AN INTERSECTION, TURN LEFT AND GO WEST ON 12TH STREET FOR
 LH1383'1.5 MI (2.4 KM) TO AN INTERSECTION (MARIAN ROAD), CONTINUE AHEAD AND
 LH1383'GO WEST ON 12TH STREET FOR 0.25 MI (0.40 KM) TO A GATE ON THE RIGHT
 LH1383'(JUST PAST THE BEACON), TURN RIGHT, PASS THROUGH GATE AND GO NORTH
 LH1383'ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO A TAXIWAY LEADING TO THE
 LH1383'NORTH, GO NORTH THEN NORTHWEST FOLLOWING THE TAXIWAY FOR 0.25 MI (0.40
 LH1383'KM) TO THE INTERSECTION WITH A NE/SW PARALLEL TAXIWAY, TURN RIGHT AND
 LH1383'GO NORTHEAST ON THE PARALLEL TAXIWAY (B) FOR 0.05 MI (0.08 KM) TO THE
 LH1383'STATION ON THE LEFT ABOUT 4 FT (1.2 M) HIGHER THAN THE TAXIWAY.  THE
 LH1383'STATION IS 393.8 FT (120.0 M) NORTHWEST OF A WINDSOCK, 404 FT (123.1
 LH1383'M) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 14/32, 232.9 FT (71.0 M)
 LH1383'NORTHEAST OF THE NORTHEAST EDGE OF A TAXIWAY, 99.4 FT (30.3 M)
 LH1383'NORTHWEST OF THE NORTHWEST EDGE OF THE TAXIWAY AND 1.0 FT (0.3 M)
 LH1383'SOUTHEAST OF A WITNESS POST.  STATION IS RECESSED 4 CM BELOW THE
 LH1383'GROUND.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 LH1383'PRIMARY AIRPORT CONTROL STATION.
 LH1383
 LH1383                          STATION RECOVERY (1997)
 LH1383
 LH1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1383'RECOVERED AS DESCRIBED.
 LH1383
 LH1383                          STATION RECOVERY (2000)
 LH1383
 LH1383'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LH1383'RECOVERED AS DESCRIBED.
 LH1383
 LH1383                          STATION RECOVERY (2002)
 LH1383
 LH1383'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LH1383'RECOVERED IN GOOD CONDITION.
 LH1383
 LH1383                          STATION RECOVERY (2004)
 LH1383
 LH1383'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (BJS)
 LH1383'OWNERSHIP - CITY OF HASTINGS, 220 N. HASTINGS AVE., HASTINGS, NE
 LH1383'68901. CITY ENGINEER IS DAVID WACKER, (402) 461-2330
 LH1383
 LH1383                          STATION RECOVERY (2006)
 LH1383
 LH1383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (BKW)
 LH1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1732 ***********************************************************************
 NM1732  DESIGNATION -  HUBBARD
 NM1732  PID         -  NM1732
 NM1732  STATE/COUNTY-  NE/DAKOTA
 NM1732  USGS QUAD   -  EMERSON SE (1967)
 NM1732
 NM1732                         *CURRENT SURVEY CONTROL
 NM1732  ___________________________________________________________________
 NM1732* NAD 83(1995)-  42 19 46.22542(N)    096 35 02.71097(W)     ADJUSTED  
 NM1732* NAVD 88     -       452.     (meters)    1483.     (feet)  SCALED    
 NM1732  ___________________________________________________________________
 NM1732  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 NM1732  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 NM1732
 NM1732  HORZ ORDER  -  FIRST
 NM1732
 NM1732.The horizontal coordinates were established by classical geodetic methods
 NM1732.and adjusted by the National Geodetic Survey in August 1997..
 NM1732
 NM1732.The orthometric height was scaled from a topographic map.
 NM1732
 NM1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1732
 NM1732.The geoid height was determined by GEOID03.
 NM1732
 NM1732;                    North         East     Units Scale Factor Converg.
 NM1732;SPC NE       -   282,708.250   781,406.044   MT  0.99976195   +2 15 49.4
 NM1732;SPC IA N     - 1,096,774.372 1,245,869.422   MT  0.99996269   -2 05 24.8
 NM1732;UTM  14      - 4,689,188.876   699,050.278   MT  1.00008752   +1 37 38.6
 NM1732
 NM1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1732!SPC NE       -   0.99993311  x   0.99976195  =   0.99969508
 NM1732!SPC IA N     -   0.99993311  x   0.99996269  =   0.99989580
 NM1732!UTM  14      -   0.99993311  x   1.00008752  =   1.00002062
 NM1732
 NM1732|---------------------------------------------------------------------|
 NM1732| PID    Reference Object                     Distance      Geod. Az  |
 NM1732|                                                           dddmmss.s |
 NM1732| CO3729 HUBBARD RM 1                         19.760 METERS 02548     |
 NM1732| NM1719 SOUTH SIOUX CITY MUNICIPAL TK       APPROX.21.3 KM 0410324.9 |
 NM1732| NM1670 SIOUX CITY MORNINGSIDE MUN TK       APPROX.24.2 KM 0461419.6 |
 NM1732| NM1694 SIOUX CITY FLOYD MON TIP SHAFT      APPROX.22.5 KM 0485216.5 |
 NM1732| NM1724 DAKOTA CITY MUNICIPAL TANK          APPROX.16.7 KM 0545231.7 |
 NM1732| CO3730 HUBBARD RM 2                         21.972 METERS 15435     |
 NM1732| CO3728 HUBBARD AZ MK                                      3405516.0 |
 NM1732|---------------------------------------------------------------------|
 NM1732
 NM1732                          SUPERSEDED SURVEY CONTROL
 NM1732
 NM1732  NAD 83(1986)-  42 19 46.23091(N)    096 35 02.71032(W) AD(       ) 1
 NM1732  NAD 27      -  42 19 46.23700(N)    096 35 01.58400(W) AD(       ) 1
 NM1732
 NM1732.Superseded values are not recommended for survey control.
 NM1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1732.See file dsdata.txt to determine how the superseded data were derived.
 NM1732
 NM1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM9905089189(NAD 83)
 NM1732_MARKER: DS = TRIANGULATION STATION DISK
 NM1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1732
 NM1732  HISTORY     - Date     Condition        Report By
 NM1732  HISTORY     - 1940     MONUMENTED       CGS
 NM1732
 NM1732                          STATION DESCRIPTION
 NM1732
 NM1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1732'STATION HUBBARD IS ABOUT 11 MILES SOUTHWEST OF DAKOTA CITY,
 NM1732'4 MILES SOUTH OF HUBBARD, ON THE HIGHEST POINT OF A BALD
 NM1732'GRASSY HILL ON THE FARM OF LOUIS M. JEPPISEN, IN THE NORTHWEST
 NM1732'QUARTER OF SEC. 11, T. 27 N., R. 7 E.
 NM1732'
 NM1732'TO REACH FROM THE RAILROAD STATION IN HUBBARD GO DUE SOUTH
 NM1732'ON DIRT ROAD FOR 3.0 MILES TO TOP OF HILL.  AZIMUTH MARK IS
 NM1732'ON WEST SIDE OF ROAD NEAR RIGHT-OF-WAY FENCE.  CONTINUE
 NM1732'SOUTH 0.35 MILE AND TURN LEFT (EAST) GO 0.2 MILE AND TURN
 NM1732'RIGHT (SOUTH) INTO YARD OF FARMHOUSE, GO SOUTH UPHILL THROUGH
 NM1732'BARN YARD AND LANE FOR ABOUT 0.5 MILE TO HIGHEST POINT IN FIELD
 NM1732'AND STATION.
 NM1732'
 NM1732'STATION MARK IS ON HIGHEST POINT OF HILL IN SOUTHEAST CORNER
 NM1732'OF OPEN HAY FIELD, 29 FEET WEST OF NORTH-SOUTH FENCE LINE,
 NM1732'121 FEET NORTH OF EAST-WEST FENCE LINE, 29 FEET WEST OF
 NM1732'WHITE REFERENCE POST, IS STAMPED HUBBARD 1940 AND IS 12 INCHES
 NM1732'BENEATH SURFACE.  UNDERGROUND MARK IS 40 INCHES BENEATH
 NM1732'SURFACE.
 NM1732'
 NM1732'REFERENCE MARK NO. 1 IS 6 INCHES EAST OF NORTH-SOUTH FENCE
 NM1732'LINE, ABOUT LEVEL WITH STATION, IS STAMPED HUBBARD NO. 1
 NM1732'1940, AND PROJECTS 4 INCHES.
 NM1732'
 NM1732'REFERENCE MARK NO. 2 IS 6 INCHES EAST OF NORTH-SOUTH FENCE LINE,
 NM1732'57 FEET NORTH OF FENCE CORNER, IS STAMPED HUBBARD NO. 2 1940,
 NM1732'AND PROJECTS 4 INCHES.
 NM1732'
 NM1732'AZIMUTH MARK IS 25.5 FEET WEST OF CENTERLINE OF ROAD AT HIGHEST
 NM1732'POINT OF HILL, ABOUT 0.8 MILE NORTH-NORTHWEST OF STATION,
 NM1732'6 INCHES EAST OF NORTH-SOUTH RIGHT-OF-WAY FENCE, 5.5 FEET
 NM1732'SOUTH OF WHITE REFERENCE POST, 52 FEET SOUTH OF TELEPHONE
 NM1732'POLE, IS STAMPED HUBBARD 1940, AND PROJECTS 6 INCHES.
 NM1732'
 NM1732'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NM1732'DESCRIBED.
 NM1732'
 NM1732'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0660 ***********************************************************************
 NP0660  DESIGNATION -  HUBBARD
 NP0660  PID         -  NP0660
 NP0660  STATE/COUNTY-  NE/SHERIDAN
 NP0660  USGS QUAD   -  BEAVER WALL (1969)
 NP0660
 NP0660                         *CURRENT SURVEY CONTROL
 NP0660  ___________________________________________________________________
 NP0660* NAD 83(1995)-  42 59 08.41683(N)    102 38 48.07679(W)     ADJUSTED  
 NP0660* NAVD 88     -      1156.     (meters)    3793.     (feet)  SCALED    
 NP0660  ___________________________________________________________________
 NP0660  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 NP0660  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0660
 NP0660  HORZ ORDER  -  SECOND
 NP0660
 NP0660.The horizontal coordinates were established by classical geodetic methods
 NP0660.and adjusted by the National Geodetic Survey in January 1998..
 NP0660
 NP0660.The orthometric height was scaled from a topographic map.
 NP0660
 NP0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0660
 NP0660.The geoid height was determined by GEOID03.
 NP0660
 NP0660;                    North         East     Units Scale Factor Converg.
 NP0660;SPC NE       -   353,333.193   284,171.484   MT  0.99999346   -1 45 14.2
 NP0660;SPC SD S     -    75,096.760   411,353.538   MT  0.99996741   -1 35 45.1
 NP0660;SPC SD S     -   246,379.95  1,349,582.40   sFT  0.99996741   -1 35 45.1
 NP0660;UTM  13      - 4,761,910.901   691,863.028   MT  1.00005288   +1 36 18.0
 NP0660
 NP0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0660!SPC NE       -   0.99982164  x   0.99999346  =   0.99981510
 NP0660!SPC SD S     -   0.99982164  x   0.99996741  =   0.99978906
 NP0660!UTM  13      -   0.99982164  x   1.00005288  =   0.99987451
 NP0660
 NP0660|---------------------------------------------------------------------|
 NP0660| PID    Reference Object                     Distance      Geod. Az  |
 NP0660|                                                           dddmmss.s |
 NP0660| CQ4025 HUBBARD RM 1                         11.738 METERS 05848     |
 NP0660| CQ4024 HUBBARD AZ MK                                      1670517.3 |
 NP0660| CQ4026 HUBBARD RM 2                         13.206 METERS 29258     |
 NP0660|---------------------------------------------------------------------|
 NP0660
 NP0660                          SUPERSEDED SURVEY CONTROL
 NP0660
 NP0660  NAD 83(1995)-  42 59 08.41665(N)    102 38 48.07685(W) AD(       ) 2
 NP0660  NAD 83(1995)-  42 59 08.41087(N)    102 38 48.07812(W) AD(       ) 2
 NP0660  NAD 83(1986)-  42 59 08.40551(N)    102 38 48.07464(W) AD(       ) 2
 NP0660  NAD 27      -  42 59 08.46500(N)    102 38 46.48200(W) AD(       ) 2
 NP0660
 NP0660.Superseded values are not recommended for survey control.
 NP0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0660.See file dsdata.txt to determine how the superseded data were derived.
 NP0660
 NP0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH9186361911(NAD 83)
 NP0660_MARKER: DS = TRIANGULATION STATION DISK
 NP0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0660
 NP0660  HISTORY     - Date     Condition        Report By
 NP0660  HISTORY     - 1934     MONUMENTED       CGS
 NP0660  HISTORY     - 1936     GOOD             CGS
 NP0660  HISTORY     - 1968     GOOD             CGS
 NP0660
 NP0660                          STATION DESCRIPTION
 NP0660
 NP0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0660'THIS STATION IS LOCATED ABOUT 4-1/2 MILES SW OF PINE RIDGE,
 NP0660'SOUTH DAKOTA, AND 1 MILE S OF THE NEBRASKA-SOUTH DAKOTA STATE
 NP0660'LINE.  IT IS ON THE HIGHEST POINT OF A VERY PROMINENT BUTTE,
 NP0660'LOCALLY KNOWN AS HUBBARDS DOME.  IT IS ON LAND OWNED BY J.M.
 NP0660'HUBBARD WHOSE HOUSE IS ABOUT 3/4 MILE NE OF THE STATION.
 NP0660'IT IS IN THE SW 1/4 OF SEC. 29, T 35 N, R 45 W.
 NP0660'
 NP0660'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0660'BRONZE DISKS SET IN CONCRETE.
 NP0660'
 NP0660'THE STATION MARK PROJECTS 3 INCHES AND IS ON THE S END OF
 NP0660'THE BUTTE MENTIONED ABOVE*.
 NP0660'
 NP0660'*REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS ENE OF THE STATION.
 NP0660'
 NP0660'REFERENCE MARK NO. 2 PROJECTS 5 INCHES AND IS WNW OF THE STATION.
 NP0660'
 NP0660'AZIMUTH MARK PROJECTS 4 INCHES, AND IS SSE OF THE STATION,
 NP0660'ON THE HIGHEST POINT OF A SMALL GRASS-COVERED KNOLL, AND
 NP0660'IS 75 YARDS N OF AN E-W FENCE.
 NP0660'
 NP0660'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 NP0660
 NP0660                          STATION RECOVERY (1936)
 NP0660
 NP0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NP0660'STATION AND REFERENCE MARKS, WERE FOUND AS DESCRIBED, IN
 NP0660'GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 NP0660'MARKS WERE CHECKED.  NO CHECK WAS MADE ON THE AZIMUTH MARK.
 NP0660'
 NP0660'THE STATION IS LOCATED ABOUT 9-1/2 MILES S AND W BY ROAD FROM
 NP0660'PINE RIDGE ON THE TOP OF A HIGH BUTTE ON THE HUBBARD RANCH.
 NP0660'
 NP0660'REFERENCE MARK NO. 1 IS 38.43 FEET ENE OF THE STATION AND
 NP0660'72.80 FEET FROM NO. 2.
 NP0660'
 NP0660'REFERENCE MARK NO. 2 IS 43.27 FEET WNW OF THE STATION.
 NP0660'
 NP0660'AZIMUTH MARK IS SSE OF THE STATION ON THE HIGHEST POINT OF A
 NP0660'SMALL GRASS-COVERED KNOLL.  75 YARDS N OF AN E-W FENCE.
 NP0660'
 NP0660'TO REACH STATION FROM PINE RIDGE, GO W ON THE CHADRON ROAD
 NP0660'(DO NOT TAKE ROAD THAT LEADS S), FROM POST OFFICE 3.7 MILES
 NP0660'TO A T-ROAD S.  TAKE THIS ROAD S (BOTH ROADS ARE KNOWN AS
 NP0660'CHADRON ROAD) 1.3 MILES TO THE ST. ANN CHURCH.  TURN TO S AND GO
 NP0660'S AND W 2.1 MILES TO A POINT WHERE ROAD TURNS W.  TAKE ROAD
 NP0660'THAT LEADS SE TOWARD HUBBARDS RANCH, AND GO 1.1 MILES TO RANCH
 NP0660'HOUSE AND TWO GATES, ONE WIRE AND THE OTHER IRON.  PASS
 NP0660'THROUGH WIRE GATE AND FOLLOW DIM ROAD 0.3 MILE.  HERE LEAVE
 NP0660'ROAD AND TURN W AND START CLIMB TO TOP OF BUTTE AND STATION,
 NP0660'ABOUT 0.2 MILE DISTANT.  STATION BUTTE IS EASILY RECOGNIZED
 NP0660'AND MAY BE SEEN FOR SEVERAL MILES IN ALL DIRECTIONS.
 NP0660'
 NP0660'ALL LINES VISIBLE FROM THIS STATION FROM A 10-FOOT STAND.
 NP0660
 NP0660                          STATION RECOVERY (1968)
 NP0660
 NP0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRB)
 NP0660'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED.
 NP0660'
 NP0660'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS RECOVERED IN
 NP0660'GOOD CONDITION AS DESCRIBED.
 NP0660'
 NP0660'OLD DESCRIPTION IS ADEQUATE.
 NP0660'
 NP0660'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0835 ***********************************************************************
 LG0835  DESIGNATION -  HUBBEL MUNICIPAL TANK
 LG0835  PID         -  LG0835
 LG0835  STATE/COUNTY-  NE/THAYER
 LG0835  USGS QUAD   -  HUBBELL (1980)
 LG0835
 LG0835                         *CURRENT SURVEY CONTROL
 LG0835  ___________________________________________________________________
 LG0835* NAD 83(1995)-  40 00 46.03688(N)    097 30 00.87731(W)     ADJUSTED  
 LG0835* NAVD 88     -                                                        
 LG0835  ___________________________________________________________________
 LG0835  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LG0835  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 LG0835
 LG0835  HORZ ORDER  -  THIRD
 LG0835
 LG0835.The horizontal coordinates were established by classical geodetic methods
 LG0835.and adjusted by the National Geodetic Survey in August 1997..
 LG0835
 LG0835
 LG0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0835
 LG0835.The geoid height was determined by GEOID03.
 LG0835
 LG0835;                    North         East     Units Scale Factor Converg.
 LG0835;SPC NE       -    23,011.247   713,393.045   MT  0.99999425   +1 39 23.7
 LG0835;SPC KS N     -   186,567.557   442,669.872   MT  1.00004529   +0 18 58.3
 LG0835;UTM  14      - 4,430,253.791   627,997.427   MT  0.99980169   +0 57 51.9
 LG0835
 LG0835                          SUPERSEDED SURVEY CONTROL
 LG0835
 LG0835  NAD 83(1986)-  40 00 46.04200(N)    097 30 00.87722(W) AD(       ) 4
 LG0835  NAD 27      -  40 00 46.01500(N)    097 29 59.72700(W) AD(       ) 3
 LG0835
 LG0835.Superseded values are not recommended for survey control.
 LG0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0835.See file dsdata.txt to determine how the superseded data were derived.
 LG0835
 LG0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2799730254(NAD 83)
 LG0835_MARKER: 53 = ELEVATED TANK
 LG0835
 LG0835  HISTORY     - Date     Condition        Report By
 LG0835  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0835
 LG0835                          STATION DESCRIPTION
 LG0835
 LG0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0835'THE STATION IS LOCATED IN THE NORTH-WEST SECTION OF TOWN,
 LG0835'150 FEET EAST OF A NORTH-SOUTH ROAD, 100 FEET NORTH OF A
 LG0835'EAST-WEST ROAD, AND 100 FEET WEST OF A SCHOOL HOUSE.  THE
 LG0835'TANK IS SUPPORTED BY A 4 LEGGED TRUSWORK STRUCTURE.  IT HAS
 LG0835'A CONICAL SHAPED ROOF WITH A BALL AT ITS APEX.  THE OVERALL
 LG0835'HEIGHT IS APPROXIMATELY 100 FEET.  THE POINT OBSERVED UPON WAS
 LG0835'THE BALL AT THE APEX OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0353 ***********************************************************************
 NP0353  DESIGNATION -  HUCKE
 NP0353  PID         -  NP0353
 NP0353  STATE/COUNTY-  NE/BOX BUTTE
 NP0353  USGS QUAD   -  NONPAREIL (1946)
 NP0353
 NP0353                         *CURRENT SURVEY CONTROL
 NP0353  ___________________________________________________________________
 NP0353* NAD 83(1995)-  42 20 54.87667(N)    103 10 10.57514(W)     ADJUSTED  
 NP0353* NAVD 88     -      1353.760  (meters)    4441.46   (feet)  ADJUSTED  
 NP0353  ___________________________________________________________________
 NP0353  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 NP0353  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 NP0353  DYNAMIC HT  -        1352.953 (meters)    4438.81  (feet)  COMP
 NP0353  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 NP0353
 NP0353  HORZ ORDER  -  FIRST
 NP0353  VERT ORDER  -  FIRST     CLASS II
 NP0353
 NP0353.The horizontal coordinates were established by classical geodetic methods
 NP0353.and adjusted by the National Geodetic Survey in August 1997..
 NP0353
 NP0353.The orthometric height was determined by differential leveling
 NP0353.and adjusted by the National Geodetic Survey in June 1991..
 NP0353
 NP0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0353
 NP0353.The geoid height was determined by GEOID03.
 NP0353
 NP0353.The dynamic height is computed by dividing the NAVD 88
 NP0353.geopotential number by the normal gravity value computed on the
 NP0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0353.degrees latitude (g = 980.6199 gals.).
 NP0353
 NP0353.The modeled gravity was interpolated from observed gravity values.
 NP0353
 NP0353;                    North         East     Units Scale Factor Converg.
 NP0353;SPC NE       -   284,051.797   238,953.324   MT  0.99976680   -2 06 01.8
 NP0353;UTM  13      - 4,690,102.004   650,761.320   MT  0.99987966   +1 13 59.7
 NP0353
 NP0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0353!SPC NE       -   0.99979059  x   0.99976680  =   0.99955743
 NP0353!UTM  13      -   0.99979059  x   0.99987966  =   0.99967027
 NP0353
 NP0353:                Primary Azimuth Mark                     Grid Az
 NP0353:SPC NE       -  HEMINGFORD MUNICIPAL STANDPIPE           113 00 30.5
 NP0353:UTM  13      -  HEMINGFORD MUNICIPAL STANDPIPE           109 40 29.0
 NP0353
 NP0353|---------------------------------------------------------------------|
 NP0353| PID    Reference Object                     Distance      Geod. Az  |
 NP0353|                                                           dddmmss.s |
 NP0353| NP0708 HEMINGFORD MUNICIPAL STANDPIPE      APPROX. 8.1 KM 1105428.7 |
 NP0353| NP0354 HUCKE RM 1                           78.090 METERS 22835     |
 NP0353| NP0352 HUCKE RM 2                           66.367 METERS 29755     |
 NP0353| CQ4027 HUCKE AZ MK                                        3552159.4 |
 NP0353|---------------------------------------------------------------------|
 NP0353
 NP0353                          SUPERSEDED SURVEY CONTROL
 NP0353
 NP0353  NAD 83(1995)-  42 20 54.87673(N)    103 10 10.57533(W) AD(       ) 1
 NP0353  NAD 83(1986)-  42 20 54.87518(N)    103 10 10.57068(W) AD(       ) 1
 NP0353  NAD 27      -  42 20 55.01800(N)    103 10 08.85700(W) AD(       ) 1
 NP0353  NGVD 29 (??/??/92) 1353.096  (m)         4439.28   (f) ADJ UNCH    1 2
 NP0353
 NP0353.Superseded values are not recommended for survey control.
 NP0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0353.See file dsdata.txt to determine how the superseded data were derived.
 NP0353
 NP0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5076190102(NAD 83)
 NP0353_MARKER: DS = TRIANGULATION STATION DISK
 NP0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0353_SP_SET: CONCRETE POST
 NP0353_STAMPING: HUCKE 1934
 NP0353_MARK LOGO: CGS   
 NP0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0353+STABILITY: SURFACE MOTION
 NP0353
 NP0353  HISTORY     - Date     Condition        Report By
 NP0353  HISTORY     - 1934     MONUMENTED       CGS
 NP0353  HISTORY     - 1946     GOOD             CGS
 NP0353  HISTORY     - 1956     GOOD             CGS
 NP0353  HISTORY     - 1956     GOOD             NGS
 NP0353  HISTORY     - 1958     GOOD             CGS
 NP0353  HISTORY     - 1967     GOOD             USAF
 NP0353  HISTORY     - 1985     GOOD             NGS
 NP0353
 NP0353                          STATION DESCRIPTION
 NP0353
 NP0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0353'STATION IS ABOUT 5-1/2 MILES WNW OF HEMINGFORD, AND IS ON THE
 NP0353'HIGHEST HILL OF A RIDGE.  IT IS IN THE NW 1/4 SEC. 4, T 27 N,
 NP0353'R 50 W, AND IS 190 FEET E OF THE RIGHT-OF-WAY FENCE ON THE E
 NP0353'SIDE OF THE ROAD.
 NP0353'
 NP0353'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0353'BRONZE DISKS SET IN CONCRETE.
 NP0353'
 NP0353'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 NP0353'
 NP0353'REFERENCE MARK NO. 1 IS SW AND NO. 2 IS WNW OF THE STATION.
 NP0353'BOTH ARE UNDER THE RIGHT-OF-WAY FENCE ON THE E SIDE OF THE ROAD.
 NP0353'
 NP0353'THE AZIMUTH MARK IS ABOUT 0.5 MILE N OF THE STATION, ON A KNOLL
 NP0353'BETWEEN TWO FARM HOUSES AND IS 29 FEET W OF THE CENTER OF THE
 NP0353'ROAD.
 NP0353'
 NP0353'THE STATION IS REACHED FROM HEMINGFORD BY GOING W ON STATE
 NP0353'ROUTE 19, 5.0 MILES.  TURN N ON A GRADED ROAD AND GO 1.5 MILES
 NP0353'TO A GATE ON THE E SIDE OF THE ROAD.  PASS THROUGH THE GATE AND
 NP0353'DRIVE NORTHERLY 0.3 MILE TO THE HIGHEST POINT OF THE HILL AND
 NP0353'THE STATION.
 NP0353'
 NP0353'A 10-FOOT STAND WAS ERECTED.
 NP0353
 NP0353                          STATION RECOVERY (1946)
 NP0353
 NP0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0353'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.  WITH THE
 NP0353'EXCEPTION OF R.M. NO. 2, ALL MARKS WERE FOUND IN GOOD CONDITION.
 NP0353'R.M. NO. 2 WAS STILL SOLID AND IN ITS ORIGINAL POSITION, BUT
 NP0353'DUE TO ITS LOCATION ON THE EAST AND TOP EDGE OF THE DRAINAGE
 NP0353'DITCH ALONGSIDE THE ROAD, THE SAND IS BEGINNING TO WASH AWAY
 NP0353'FROM THE CONCRETE BASE AND IN DUE TIME MAY BECOME DISPLACED.
 NP0353'
 NP0353'THE HIGHWAY REFERRED TO IN THE 1934 DESCRIPTION AS STATE ROUTE
 NP0353'NO. 19 IS NOW STATE HIGHWAY NO. 2.
 NP0353'
 NP0353'THE DIRECTION TO THE AZIMUTH MARK DID NOT AGREE WITH THE 1946
 NP0353'VALUE BY 00 03 26.59.  THE 1946 OBSERVATION WAS CHECKED IN THE
 NP0353'FIELD AND IS ASSUMED TO BE CORRECT.
 NP0353'
 NP0353'A COMPLETE NEW DESCRIPTION FOLLOWS--
 NP0353'
 NP0353'LOCATED ABOUT 5 MILES WEST-NORTHWEST OF HEMINGFORD ON THE
 NP0353'HIGHEST POINT OF AN EAST-WEST RIDGE, ON THE EAST SIDE OF THE
 NP0353'ROAD.  IT IS 190 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 223
 NP0353'FEET EAST OF THE CENTER LINE OF THE ROAD.  IT IS
 NP0353'STAMPED HUCKE 1934, 12 INCHES BELOW THE SURFACE OF THE GROUND.
 NP0353'
 NP0353'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE FENCE
 NP0353'LINE AND 30 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD.  IT
 NP0353'IS STAMPED HUCKE NO 1 1934 AND PROJECTS 4 INCHES.
 NP0353'
 NP0353'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE FENCE
 NP0353'LINE AND 30 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD.  IT
 NP0353'IS STAMPED HUCKE NO 2 1934 AND PROJECTS 10 INCHES.
 NP0353'
 NP0353'AZIMUTH MARK IS 1 FOOT EAST OF A NORTH-SOUTH FENCE
 NP0353'LINE, 29 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD AND
 NP0353'ABOUT 50 FEET SOUTH OF THE HIGHEST POINT OF A SMALL HILL BETWEEN
 NP0353'TWO FARMHOUSES.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 NP0353'HUCKE AZIMUTH 1934, SET 4 INCHES BELOW THE SURFACE OF THE GROUND.
 NP0353'
 NP0353'REACHED FROM THE MAIN INTERSECTION IN HEMINGFORD BY GOING
 NP0353'WEST ON STATE HIGHWAY NO. 2 FOR 5 MILES TO A CROSSROAD.  TURN
 NP0353'RIGHT, NORTH, ON GRADED ROAD FOR 1.5 MILES TO A FENCE CORNER
 NP0353'AND A GATE ON THE RIGHT.  PASS THROUGH GATE AND CONTINUE
 NP0353'NORTHERLY FOR 0.3 MILE TO THE STATION AS DESCRIBED.
 NP0353'
 NP0353'TO REACH THE AZIMUTH MARK FROM THE GATE MENTIONED ABOVE,
 NP0353'CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 0.8 MILE TO THE MARK
 NP0353'ON THE LEFT AS DESCRIBED.
 NP0353
 NP0353                          STATION RECOVERY (1956)
 NP0353
 NP0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NP0353'5.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0353'RAILROAD FROM THE STATION AT HEMINGFORD, THENCE 1.3 MILES SOUTH
 NP0353'ALONG A GRADED DIRT ROAD, 223 FEET EAST OF THE CENTER LINE OF
 NP0353'A ROAD, ON TOP OF THE HIGHEST POINT OF A RIDGE, 190 FEET EAST
 NP0353'OF A FENCE, A TRIANGULATION STATION DISK SET IN THE TOP OF A
 NP0353'CONCRETE POST WHICH IS 1.0 FOOT BELOW THE TOP OF THE GROUND,
 NP0353'STAMPED HUCKE 1934, IN THE NORTHWEST 1/4 OF SECTION 4, TOWNSHIP
 NP0353'27 NORTH, RANGE 50 WEST.
 NP0353'
 NP0353'HUCKE R.M. 1 IS 256 FEET SOUTHWEST OF TRIANGULATION STATION
 NP0353'HUCKE 1934, 30 FEET EAST OF THE CENTER LINE OF A ROAD, 1 FOOT
 NP0353'WEST OF A FENCE, 1.3 FEET NORTH OF A WITNESS POST, A REFERENCE
 NP0353'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 NP0353'FOOT ABOVE THE GROUND, STAMPED HUCKE NO 1 1934.
 NP0353'
 NP0353'HUCKE R.M. 2 IS 218 FEET NORTHWEST OF TRIANGULATION STATION
 NP0353'HUCKE 1934, 30 FEET EAST OF THE CENTER LINE OF A ROAD, 1 FOOT
 NP0353'WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, A REFERENCE
 NP0353'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 NP0353'FOOT ABOVE THE GROUND, STAMPED HUCKE NO 2 1934.
 NP0353
 NP0353                          STATION RECOVERY (1956)
 NP0353
 NP0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 NP0353'7 MI NW FROM HEMINGFORD.
 NP0353'5.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0353'RAILROAD FROM THE STATION AT HEMINGFORD, THENCE 1.3 MILES SOUTH
 NP0353'ALONG A GRADED DIRT ROAD, 223 FEET EAST OF THE CENTER LINE
 NP0353'OF A ROAD, ON TOP OF THE HIGHEST POINT OF A RIDGE, 190 FEET
 NP0353'EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 NP0353'1.0 FOOT BELOW THE TOP OF THE GROUND, IN THE NORTHWEST 1/4 OF
 NP0353'SECTION 4, TOWNSHIP 27 NORTH, RANGE 50 WEST.
 NP0353
 NP0353                          STATION RECOVERY (1958)
 NP0353
 NP0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NP0353'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 NP0353'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.  DESCRIPTION
 NP0353'BY CAG IN 1946 RECOVEREY NOTE ADEQUATE AND CORRECT EXCEPT FOR
 NP0353'THE FOLLOWING.  STATION IS 1.8 MILES NORTH ALONG GRADED GRAVEL
 NP0353'ROAD FROM INTERSECTION OF A GRADED GRAVEL ROAD AND STATE ROUTES
 NP0353'2-87 (ABOUT 5.0 MILES WEST OF HEMINGFORD).  REFERENCE MARK
 NP0353'NO. 1 IS 1.4 FEET NORTH OF A WHITE WITNESS POST AND REFERENCE
 NP0353'MARK NO. 2 IS 1.6 FEET NORTH OF A WHITE WITNESS POST.
 NP0353
 NP0353                          STATION RECOVERY (1967)
 NP0353
 NP0353'RECOVERY NOTE BY US AIR FORCE 1967
 NP0353'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 NP0353'A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT WAS NOT
 NP0353'LOCATED.  IT WAS APPARENTLY DESTROYED WHEN THE ROAD WAS WIDENED.
 NP0353'
 NP0353'STATION WAS OCCUPIED, USING STATION GIRARD AS AN AZIMUTH.
 NP0353'
 NP0353'THE 1946 ROUTE DESCRIPTION IS ADEQUATE.
 NP0353
 NP0353                          STATION RECOVERY (1985)
 NP0353
 NP0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0354 ***********************************************************************
 NP0354  DESIGNATION -  HUCKE RM 1
 NP0354  PID         -  NP0354
 NP0354  STATE/COUNTY-  NE/BOX BUTTE
 NP0354  USGS QUAD   -  NONPAREIL (1946)
 NP0354
 NP0354                         *CURRENT SURVEY CONTROL
 NP0354  ___________________________________________________________________
 NP0354* NAD 83(1986)-  42 20 55.     (N)    103 10 10.     (W)     SCALED    
 NP0354* NAVD 88     -      1353.046  (meters)    4439.12   (feet)  ADJUSTED  
 NP0354  ___________________________________________________________________
 NP0354  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 NP0354  DYNAMIC HT  -        1352.240 (meters)    4436.47  (feet)  COMP
 NP0354  MODELED GRAV-     979,978.3   (mgal)                       NAVD 88
 NP0354
 NP0354  VERT ORDER  -  FIRST     CLASS II
 NP0354
 NP0354.The horizontal coordinates were scaled from a topographic map and have
 NP0354.an estimated accuracy of +/- 6 seconds.
 NP0354
 NP0354.The orthometric height was determined by differential leveling
 NP0354.and adjusted by the National Geodetic Survey in June 1991..
 NP0354
 NP0354.The geoid height was determined by GEOID03.
 NP0354
 NP0354.The dynamic height is computed by dividing the NAVD 88
 NP0354.geopotential number by the normal gravity value computed on the
 NP0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0354.degrees latitude (g = 980.6199 gals.).
 NP0354
 NP0354.The modeled gravity was interpolated from observed gravity values.
 NP0354
 NP0354;                    North         East    Units  Estimated Accuracy
 NP0354;SPC NE       -   284,060.      238,970.      MT  (+/- 180 meters Scaled)
 NP0354
 NP0354                          SUPERSEDED SURVEY CONTROL
 NP0354
 NP0354  NGVD 29 (??/??/92) 1352.382  (m)         4436.94   (f) ADJ UNCH    1 2
 NP0354
 NP0354.Superseded values are not recommended for survey control.
 NP0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0354.See file dsdata.txt to determine how the superseded data were derived.
 NP0354
 NP0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG507901(NAD 83)
 NP0354_MARKER: DR = REFERENCE MARK DISK
 NP0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0354_SP_SET: CONCRETE POST
 NP0354_STAMPING: HUCKE NO 1 1934
 NP0354_MARK LOGO: CGS   
 NP0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0354+STABILITY: SURFACE MOTION
 NP0354
 NP0354  HISTORY     - Date     Condition        Report By
 NP0354  HISTORY     - 1934     MONUMENTED       CGS
 NP0354  HISTORY     - 1956     GOOD             NGS
 NP0354  HISTORY     - 1985     GOOD             NGS
 NP0354
 NP0354                          STATION DESCRIPTION
 NP0354
 NP0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0354'7 MI NW FROM HEMINGFORD.
 NP0354'5.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0354'RAILROAD FROM THE STATION AT HEMINGFORD, THENCE 1.3 MILES SOUTH
 NP0354'ALONG A GRADED DIRT ROAD, 256 FEET SOUTHWEST OF TRIANGULATION
 NP0354'STATION HUCKE 1934, 30 FEET EAST OF THE CENTER LINE OF A ROAD,
 NP0354'1 FOOT WEST OF A FENCE, 1.3 FEET NORTH OF A WITNESS POST, SET
 NP0354'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 NP0354'GROUND, IN THE NORTHWEST 1/4 OF SECTION 4, TOWNSHIP 27 NORTH,
 NP0354'RANGE 50 WEST.
 NP0354
 NP0354                          STATION RECOVERY (1985)
 NP0354
 NP0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0352 ***********************************************************************
 NP0352  DESIGNATION -  HUCKE RM 2
 NP0352  PID         -  NP0352
 NP0352  STATE/COUNTY-  NE/BOX BUTTE
 NP0352  USGS QUAD   -  NONPAREIL (1946)
 NP0352
 NP0352                         *CURRENT SURVEY CONTROL
 NP0352  ___________________________________________________________________
 NP0352* NAD 83(1986)-  42 20 55.     (N)    103 10 10.     (W)     SCALED    
 NP0352* NAVD 88     -      1353.180  (meters)    4439.56   (feet)  ADJUSTED  
 NP0352  ___________________________________________________________________
 NP0352  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 NP0352  DYNAMIC HT  -        1352.374 (meters)    4436.91  (feet)  COMP
 NP0352  MODELED GRAV-     979,978.3   (mgal)                       NAVD 88
 NP0352
 NP0352  VERT ORDER  -  FIRST     CLASS II
 NP0352
 NP0352.The horizontal coordinates were scaled from a topographic map and have
 NP0352.an estimated accuracy of +/- 6 seconds.
 NP0352
 NP0352.The orthometric height was determined by differential leveling
 NP0352.and adjusted by the National Geodetic Survey in June 1991..
 NP0352
 NP0352.The geoid height was determined by GEOID03.
 NP0352
 NP0352.The dynamic height is computed by dividing the NAVD 88
 NP0352.geopotential number by the normal gravity value computed on the
 NP0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0352.degrees latitude (g = 980.6199 gals.).
 NP0352
 NP0352.The modeled gravity was interpolated from observed gravity values.
 NP0352
 NP0352;                    North         East    Units  Estimated Accuracy
 NP0352;SPC NE       -   284,060.      238,970.      MT  (+/- 180 meters Scaled)
 NP0352
 NP0352                          SUPERSEDED SURVEY CONTROL
 NP0352
 NP0352  NGVD 29 (??/??/92) 1352.516  (m)         4437.38   (f) ADJ UNCH    1 2
 NP0352
 NP0352.Superseded values are not recommended for survey control.
 NP0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0352.See file dsdata.txt to determine how the superseded data were derived.
 NP0352
 NP0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG507901(NAD 83)
 NP0352_MARKER: DR = REFERENCE MARK DISK
 NP0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0352_SP_SET: CONCRETE POST
 NP0352_STAMPING: HUCKE NO 2 1934
 NP0352_MARK LOGO: CGS   
 NP0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0352+STABILITY: SURFACE MOTION
 NP0352
 NP0352  HISTORY     - Date     Condition        Report By
 NP0352  HISTORY     - 1934     MONUMENTED       CGS
 NP0352  HISTORY     - 1956     GOOD             NGS
 NP0352  HISTORY     - 1985     GOOD             NGS
 NP0352
 NP0352                          STATION DESCRIPTION
 NP0352
 NP0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0352'7 MI NW FROM HEMINGFORD.
 NP0352'5.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0352'RAILROAD FROM THE STATION AT HEMINGFORD, THENCE 1.3 MILES SOUTH
 NP0352'ALONG A GRADED DIRT ROAD, 218 FEET NORTHWEST OF TRIANGULATION
 NP0352'STATION HUCKE 1934, 30 FEET EAST OF THE CENTER LINE OF A ROAD,
 NP0352'1 FOOT WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN
 NP0352'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 NP0352'GROUND, IN THE NORTHWEST 1/4 OF SECTION 4, TOWNSHIP 27 NORTH,
 NP0352'RANGE 50 WEST.
 NP0352
 NP0352                          STATION RECOVERY (1985)
 NP0352
 NP0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0352'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.3 METER (1 FT) WEST OF A
 NP0352'WITNESS POST AND OMIT--2 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0588 ***********************************************************************
 NP0588  DESIGNATION -  HUGH
 NP0588  PID         -  NP0588
 NP0588  STATE/COUNTY-  NE/SHERIDAN
 NP0588  USGS QUAD   -  BOVEE VALLEY WEST (1969)
 NP0588
 NP0588                         *CURRENT SURVEY CONTROL
 NP0588  ___________________________________________________________________
 NP0588* NAD 83(1995)-  42 35 25.58986(N)    102 12 19.27846(W)     ADJUSTED  
 NP0588* NAVD 88     -      1183.0    (meters)    3881.     (feet)  VERTCON   
 NP0588  ___________________________________________________________________
 NP0588  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 NP0588  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 NP0588
 NP0588  HORZ ORDER  -  SECOND
 NP0588
 NP0588.The horizontal coordinates were established by classical geodetic methods
 NP0588.and adjusted by the National Geodetic Survey in August 1997..
 NP0588
 NP0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0588
 NP0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0588
 NP0588.The geoid height was determined by GEOID03.
 NP0588
 NP0588;                    North         East     Units Scale Factor Converg.
 NP0588;SPC NE       -   308,435.951   319,032.402   MT  0.99983807   -1 27 41.3
 NP0588;UTM  13      - 4,719,121.770   729,301.735   MT  1.00024694   +1 53 31.6
 NP0588
 NP0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0588!SPC NE       -   0.99981738  x   0.99983807  =   0.99965548
 NP0588!UTM  13      -   0.99981738  x   1.00024694  =   1.00006428
 NP0588
 NP0588:                Primary Azimuth Mark                     Grid Az
 NP0588:SPC NE       -  T 75 RESET                               001 50 31.8
 NP0588:UTM  13      -  T 75 RESET                               358 29 18.9
 NP0588
 NP0588|---------------------------------------------------------------------|
 NP0588| PID    Reference Object                     Distance      Geod. Az  |
 NP0588|                                                           dddmmss.s |
 NP0588| NP0066 T 75 RESET                          APPROX. 7.7 KM 0002250.5 |
 NP0588| CQ4028 HUGH RM 1                            22.975 METERS 25453     |
 NP0588| CQ4029 HUGH RM 2                            14.335 METERS 34004     |
 NP0588|---------------------------------------------------------------------|
 NP0588
 NP0588                          SUPERSEDED SURVEY CONTROL
 NP0588
 NP0588  NAD 83(1986)-  42 35 25.58042(N)    102 12 19.28105(W) AD(       ) 2
 NP0588  NAD 27      -  42 35 25.59591(N)    102 12 17.64846(W) AD(       ) 2
 NP0588  NGVD 29 (07/19/86) 1182.5    (m)         3880.     (f) VERT ANG       
 NP0588
 NP0588.Superseded values are not recommended for survey control.
 NP0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0588.See file dsdata.txt to determine how the superseded data were derived.
 NP0588
 NP0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2930219122(NAD 83)
 NP0588_MARKER: DD = SURVEY DISK
 NP0588_SETTING: 0 = UNSPECIFIED SETTING
 NP0588
 NP0588  HISTORY     - Date     Condition        Report By
 NP0588  HISTORY     - 1968     MONUMENTED       USGS
 NP0588
 NP0588                          STATION DESCRIPTION
 NP0588
 NP0588'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0588'THE STATION IS ABOUT 14.6 MI S. OF GORDON, NEAR THE S. SIXTEENTH
 NP0588'COR. BETWEEN SECS. 11 AND 12, T. 30 N., R. 42 W., ABOUT 0.1
 NP0588'MI W. OF STATE HWY. 27, ON PASTURE LAND OWNED BY BOB PIPER,
 NP0588'ABOUT 0.1 MI W. OF A METAL WITNESS POST.  IT IS ON THE HIGHEST
 NP0588'HILL IN VICINITY.
 NP0588'
 NP0588'TO REACH FROM THE CENTER OF GORDON, GO S. ON STATE HWY. 27
 NP0588'15.5 MI TO WIRE GATE ON RIGHT, TURN W. THROUGH GATE AND GO
 NP0588'NNW. 0.25 MI TO TOP OF HILL AND STATION.
 NP0588'
 NP0588'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 NP0588'ROD, SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 NP0588'GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET HUGH 1968 IS ON THE
 NP0588'E. EDGE OF HIGHEST HILL IN THE VICINITY, IT IS FLUSH WITH THE
 NP0588'GROUND.
 NP0588'
 NP0588'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0588'COPPER COATED ROD, SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0588'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED HUGH NO 1 1968,
 NP0588'THE MARK IS WSW. OF THE STATION AND IS FLUSH WITH THE GROUND.
 NP0588'
 NP0588'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0588'COPPER COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0588'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED HUGH NO 2 1968, IT
 NP0588'IS NNW. OF STATION AND IS FLUSH WITH THE GROUND.
 NP0588'
 NP0588'NO AZIMUTH MARK SET.
 NP0588'
 NP0588'REFERENCE AZIMUTH USED - T 75 RESET 1958.
 NP0588'
 NP0588'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0361 ***********************************************************************
 MM0361  DESIGNATION -  HUGHES
 MM0361  PID         -  MM0361
 MM0361  STATE/COUNTY-  NE/CUSTER
 MM0361  USGS QUAD   -  LINSCOTT SW (1986)
 MM0361
 MM0361                         *CURRENT SURVEY CONTROL
 MM0361  ___________________________________________________________________
 MM0361* NAD 83(1995)-  41 30 53.72070(N)    100 12 43.45423(W)     ADJUSTED  
 MM0361* NAVD 88     -       959.     (meters)    3146.     (feet)  SCALED    
 MM0361  ___________________________________________________________________
 MM0361  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 MM0361  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 MM0361
 MM0361  HORZ ORDER  -  FIRST
 MM0361
 MM0361.The horizontal coordinates were established by classical geodetic methods
 MM0361.and adjusted by the National Geodetic Survey in August 1997..
 MM0361
 MM0361.The orthometric height was scaled from a topographic map.
 MM0361
 MM0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0361
 MM0361.The geoid height was determined by GEOID03.
 MM0361
 MM0361;                    North         East     Units Scale Factor Converg.
 MM0361;SPC NE       -   186,720.533   482,303.043   MT  0.99965861   -0 08 25.9
 MM0361;UTM  14      - 4,596,630.031   398,859.523   MT  0.99972588   -0 48 12.4
 MM0361
 MM0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0361!SPC NE       -   0.99985300  x   0.99965861  =   0.99951166
 MM0361!UTM  14      -   0.99985300  x   0.99972588  =   0.99957892
 MM0361
 MM0361|---------------------------------------------------------------------|
 MM0361| PID    Reference Object                     Distance      Geod. Az  |
 MM0361|                                                           dddmmss.s |
 MM0361| CN8813 HUGHES RM 1                          40.765 METERS 08457     |
 MM0361| CN8812 HUGHES AZ MK                                       1762951.8 |
 MM0361| CN8814 HUGHES RM 2                          23.200 METERS 20636     |
 MM0361|---------------------------------------------------------------------|
 MM0361
 MM0361                          SUPERSEDED SURVEY CONTROL
 MM0361
 MM0361  NAD 83(1986)-  41 30 53.72770(N)    100 12 43.46129(W) AD(       ) 1
 MM0361  NAD 27      -  41 30 53.72600(N)    100 12 41.97900(W) AD(       ) 1
 MM0361
 MM0361.Superseded values are not recommended for survey control.
 MM0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0361.See file dsdata.txt to determine how the superseded data were derived.
 MM0361
 MM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9886096630(NAD 83)
 MM0361_MARKER: DS = TRIANGULATION STATION DISK
 MM0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0361
 MM0361  HISTORY     - Date     Condition        Report By
 MM0361  HISTORY     - 1934     MONUMENTED       CGS
 MM0361
 MM0361                          STATION DESCRIPTION
 MM0361
 MM0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0361'STATION IS IN THE SOUTHWEST QUARTER OF SEC. 21, T. 18 N., R.
 MM0361'25 W., 0.1 MILE SOUTH OF THE NORTH LINE AND 0.1 MILE EAST OF
 MM0361'THE WEST LINE OF THE ABOVE QUARTER, ABOUT 6-1/2 MILES NORTH
 MM0361'BY WEST FROM ARNOLD AND 23-3/4 MILES WEST BY NORTH FROM MERNA,
 MM0361'ON THE NORTHWEST CORNER OF A HIGH TABLE-LAND OVERLOOKING
 MM0361'EUREKA VALLEY TO THE NORTH AND MILLS VALLEY TO THE WEST, ON
 MM0361'PROPERTY OWNED BY MR. G.H. HUGHES.
 MM0361'
 MM0361'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16
 MM0361'AND 40 IN ARNOLD, ONE BLOCK EAST OF THE CUSTER HOTEL, GO NORTH
 MM0361'ON DIRT SECTION-LINE ROAD FOR 6.7 MILES, KEEPING TO MAIN
 MM0361'MEANDERING ROAD, TO CROSSROADS WITH WHITE SCHOOL (CEDAR GROVE)
 MM0361'TO THE NORTHEAST, TURN LEFT ON DIRT ROAD UP STEEP GRADE AND
 MM0361'GO 1.0 MILE WEST TO WHERE THE ROAD DROPS OFF THE TABLE-LAND
 MM0361'THROUGH A CUT, TURN RIGHT AND GO ALONG THE EDGE OF THE BLUFF
 MM0361'FOR 0.4 MILE NORTH TO STATION ON EDGE OF BLUFF.  MARK PROJECTS
 MM0361'6 INCHES ABOVE GROUND.
 MM0361'
 MM0361'AZIMUTH MARK IS 0.5 MILE SOUTH OF STATION, IN FENCE LINE ON
 MM0361'EDGE OF BLUFF, 0.1 MILE SOUTH OF ROAD CUT.  MARK PROJECTS 6
 MM0361'INCHES ABOVE THE GROUND.  TO REACH FROM STATION, GO SOUTH FOR
 MM0361'0.5 MILE ALONG EDGE OF BLUFF TO MARK.
 MM0361'
 MM0361'REFERENCE MARK NO. 1 IS EAST OF STATION, IN EDGE OF CULTIVATED
 MM0361'FIELD AT THE HEAD OF A DRAW, AND PROJECTS 6 INCHES ABOVE THE
 MM0361'GROUND.
 MM0361'
 MM0361'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION ON THE
 MM0361'EDGE OF BLUFF AND CULTIVATED FIELD, AND PROJECTS 6 INCHES ABOVE
 MM0361'THE GROUND.
 MM0361'
 MM0361'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN SQUARE
 MM0361'CONCRETE POSTS.
 MM0361'
 MM0361'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1386 ***********************************************************************
 LF1386  DESIGNATION -  HUMBOLDT MUNICIPAL TANK
 LF1386  PID         -  LF1386
 LF1386  STATE/COUNTY-  NE/RICHARDSON
 LF1386  USGS QUAD   -  HUMBOLDT (1965)
 LF1386
 LF1386                         *CURRENT SURVEY CONTROL
 LF1386  ___________________________________________________________________
 LF1386* NAD 83(1995)-  40 10 17.37577(N)    095 56 50.35231(W)     ADJUSTED  
 LF1386* NAVD 88     -                                                        
 LF1386  ___________________________________________________________________
 LF1386  LAPLACE CORR-          -7.16  (seconds)                    DEFLEC99
 LF1386  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LF1386
 LF1386  HORZ ORDER  -  THIRD
 LF1386
 LF1386.The horizontal coordinates were established by classical geodetic methods
 LF1386.and adjusted by the National Geodetic Survey in August 1997..
 LF1386
 LF1386
 LF1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1386
 LF1386.The geoid height was determined by GEOID03.
 LF1386
 LF1386;                    North         East     Units Scale Factor Converg.
 LF1386;SPC NE       -    45,636.077   845,055.032   MT  0.99992689   +2 41 08.5
 LF1386;UTM  15      - 4,450,957.572   249,029.358   MT  1.00037544   -1 54 08.1
 LF1386;UTM  14      - 4,451,260.926   759,943.670   MT  1.00043189   +1 58 13.1
 LF1386
 LF1386                          SUPERSEDED SURVEY CONTROL
 LF1386
 LF1386  NAD 83(1986)-  40 10 17.38466(N)    095 56 50.34866(W) AD(       ) 4
 LF1386  NAD 27      -  40 10 17.39000(N)    095 56 49.35000(W) AD(       ) 3
 LF1386
 LF1386.Superseded values are not recommended for survey control.
 LF1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1386.See file dsdata.txt to determine how the superseded data were derived.
 LF1386
 LF1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE4902950958(NAD 83)
 LF1386_MARKER: 51 = TANK
 LF1386
 LF1386  HISTORY     - Date     Condition        Report By
 LF1386  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1386
 LF1386                          STATION DESCRIPTION
 LF1386
 LF1386'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1851 ***********************************************************************
 MK1851  DESIGNATION -  HUMPHREY ST FRANCIS CATH CH
 MK1851  PID         -  MK1851
 MK1851  STATE/COUNTY-  NE/PLATTE
 MK1851  USGS QUAD   -  HUMPHREY (1976)
 MK1851
 MK1851                         *CURRENT SURVEY CONTROL
 MK1851  ___________________________________________________________________
 MK1851* NAD 83(1995)-  41 41 25.90506(N)    097 29 13.99259(W)     ADJUSTED  
 MK1851* NAVD 88     -                                                        
 MK1851  ___________________________________________________________________
 MK1851  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 MK1851  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 MK1851
 MK1851  HORZ ORDER  -  THIRD
 MK1851
 MK1851.The horizontal coordinates were established by classical geodetic methods
 MK1851.and adjusted by the National Geodetic Survey in August 1997..
 MK1851
 MK1851
 MK1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1851
 MK1851.The geoid height was determined by GEOID03.
 MK1851
 MK1851;                    North         East     Units Scale Factor Converg.
 MK1851;SPC NE       -   209,234.745   709,091.614   MT  0.99966377   +1 39 54.8
 MK1851;UTM  14      - 4,616,522.481   625,891.746   MT  0.99979503   +1 00 22.7
 MK1851
 MK1851                          SUPERSEDED SURVEY CONTROL
 MK1851
 MK1851  NAD 83(1986)-  41 41 25.91393(N)    097 29 13.99694(W) AD(       ) 4
 MK1851  NAD 27      -  41 41 25.88300(N)    097 29 12.83500(W) AD(       ) 3
 MK1851
 MK1851.Superseded values are not recommended for survey control.
 MK1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1851.See file dsdata.txt to determine how the superseded data were derived.
 MK1851
 MK1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2589216522(NAD 83)
 MK1851_MARKER: 91 = CHURCH CROSS
 MK1851
 MK1851  HISTORY     - Date     Condition        Report By
 MK1851  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1851
 MK1851                          STATION DESCRIPTION
 MK1851
 MK1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1851'POINT OBSERVED UPON WAS TIP OF CROSS (A LARGE GOLD CROSS) ON THE
 MK1851'ST. FRANCIS CATHOLIS CHURCH IN HUMPHREY, BUILT IN 1893.
 MK1851'
 MK1851'OBSERVED UPON FROM STATIONS GERMAN, WHITE, HUNDT, HOBZA, JANSSEN,
 MK1851'MONROE, AND TARNOV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1850 ***********************************************************************
 MK1850  DESIGNATION -  HUMPHREY TANK
 MK1850  PID         -  MK1850
 MK1850  STATE/COUNTY-  NE/PLATTE
 MK1850  USGS QUAD   -  HUMPHREY (1976)
 MK1850
 MK1850                         *CURRENT SURVEY CONTROL
 MK1850  ___________________________________________________________________
 MK1850* NAD 83(1995)-  41 41 20.81799(N)    097 29 21.98653(W)     ADJUSTED  
 MK1850* NAVD 88     -                                                        
 MK1850  ___________________________________________________________________
 MK1850  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 MK1850  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 MK1850
 MK1850  HORZ ORDER  -  THIRD
 MK1850
 MK1850.The horizontal coordinates were established by classical geodetic methods
 MK1850.and adjusted by the National Geodetic Survey in August 1997..
 MK1850
 MK1850
 MK1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1850
 MK1850.The geoid height was determined by GEOID03.
 MK1850
 MK1850;                    North         East     Units Scale Factor Converg.
 MK1850;SPC NE       -   209,072.550   708,911.447   MT  0.99966369   +1 39 49.5
 MK1850;UTM  14      - 4,616,362.347   625,709.702   MT  0.99979447   +1 00 17.2
 MK1850
 MK1850                          SUPERSEDED SURVEY CONTROL
 MK1850
 MK1850  NAD 83(1986)-  41 41 20.82691(N)    097 29 21.99087(W) AD(       ) 4
 MK1850  NAD 27      -  41 41 20.79700(N)    097 29 20.82700(W) AD(       ) 3
 MK1850
 MK1850.Superseded values are not recommended for survey control.
 MK1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1850.See file dsdata.txt to determine how the superseded data were derived.
 MK1850
 MK1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2571016362(NAD 83)
 MK1850_MARKER: 51 = TANK
 MK1850
 MK1850  HISTORY     - Date     Condition        Report By
 MK1850  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1850
 MK1850                          STATION DESCRIPTION
 MK1850
 MK1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1850'POINT OBSERVED UPON WAS FINIAL OF BLACK MUNICIPAL WATER TANK
 MK1850'LOCATED IN THE TOWN OF HUMPHREY.
 MK1850'
 MK1850'OBSERVED UPON FROM STATIONS GERMAN, WHITE, HUNDT, HOBZA, JANSSEN,
 MK1850'MONROE, AND TARNOV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0449 ***********************************************************************
 LJ0449  DESIGNATION -  HUNT
 LJ0449  PID         -  LJ0449
 LJ0449  STATE/COUNTY-  NE/RED WILLOW
 LJ0449  USGS QUAD   -  MC COOK EAST (1983)
 LJ0449
 LJ0449                         *CURRENT SURVEY CONTROL
 LJ0449  ___________________________________________________________________
 LJ0449* NAD 83(1995)-  40 07 54.91342(N)    100 37 03.06003(W)     ADJUSTED  
 LJ0449* NAVD 88     -       831.     (meters)    2726.     (feet)  SCALED    
 LJ0449  ___________________________________________________________________
 LJ0449  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 LJ0449  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 LJ0449
 LJ0449  HORZ ORDER  -  FIRST
 LJ0449
 LJ0449.The horizontal coordinates were established by classical geodetic methods
 LJ0449.and adjusted by the National Geodetic Survey in August 1997..
 LJ0449
 LJ0449.The orthometric height was scaled from a topographic map.
 LJ0449
 LJ0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0449
 LJ0449.The geoid height was determined by GEOID03.
 LJ0449
 LJ0449;                    North         East     Units Scale Factor Converg.
 LJ0449;SPC NE       -    33,341.645   447,372.934   MT  0.99994298   -0 24 33.2
 LJ0449;UTM  14      - 4,443,653.236   362,192.194   MT  0.99983379   -1 02 33.8
 LJ0449
 LJ0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0449!SPC NE       -   0.99987338  x   0.99994298  =   0.99981637
 LJ0449!UTM  14      -   0.99987338  x   0.99983379  =   0.99970719
 LJ0449
 LJ0449:                Primary Azimuth Mark                     Grid Az
 LJ0449:SPC NE       -  HUNT AZ MK                               001 27 08.0
 LJ0449:UTM  14      -  HUNT AZ MK                               002 05 08.6
 LJ0449
 LJ0449|---------------------------------------------------------------------|
 LJ0449| PID    Reference Object                     Distance      Geod. Az  |
 LJ0449|                                                           dddmmss.s |
 LJ0449| CN8815 HUNT AZ MK                                         0010234.8 |
 LJ0449| CN8816 HUNT AZ MK RESET                                   0084719.2 |
 LJ0449| CN8819 HUNT RM 3                            33.004 METERS 15434     |
 LJ0449| CN8817 HUNT RM 1                            64.230 METERS 21244     |
 LJ0449| CN8818 HUNT RM 2                            26.192 METERS 24421     |
 LJ0449| LJ0446 MC COOK ST AIRFIELD WATER TWR       APPROX.21.2 KM 3380202.3 |
 LJ0449| LJ0458 MC COOK STATE POLICE RAD MAST       APPROX. 9.6 KM 3383010.9 |
 LJ0449| LJ0464 MC COOK REA RADIO MAST              APPROX. 9.6 KM 3423824.7 |
 LJ0449| LJ0462 MC COOK RAD STA KBRL MAST           APPROX. 8.6 KM 3433053.5 |
 LJ0449| LJ0450 MC COOK CBQ RR CONC STK             APPROX. 7.0 KM 3544049.8 |
 LJ0449| LJ0453 MC COOK MUNICIPAL TANK              APPROX. 8.4 KM 3590312.9 |
 LJ0449|---------------------------------------------------------------------|
 LJ0449
 LJ0449                          SUPERSEDED SURVEY CONTROL
 LJ0449
 LJ0449  NAD 83(1986)-  40 07 54.91766(N)    100 37 03.06505(W) AD(       ) 1
 LJ0449  NAD 27      -  40 07 54.90845(N)    100 37 01.51932(W) AD(       ) 1
 LJ0449
 LJ0449.Superseded values are not recommended for survey control.
 LJ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0449.See file dsdata.txt to determine how the superseded data were derived.
 LJ0449
 LJ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6219243653(NAD 83)
 LJ0449_MARKER: DS = TRIANGULATION STATION DISK
 LJ0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0449
 LJ0449  HISTORY     - Date     Condition        Report By
 LJ0449  HISTORY     - 1935     MONUMENTED       CGS
 LJ0449  HISTORY     - 1951     GOOD             CGS
 LJ0449  HISTORY     - 1968     GOOD             CGS
 LJ0449  HISTORY     - 1970     MARK NOT FOUND   USGS
 LJ0449  HISTORY     - 1971     GOOD             NGS
 LJ0449
 LJ0449                          STATION DESCRIPTION
 LJ0449
 LJ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0449'THIS STATION IS LOCATED ABOUT 5 MILES SOUTH OF MC COOK, IN
 LJ0449'THE HOUSE YARD OF J.D. HUNT, IN SECTION 20, T. 2 N., R. 29 W.
 LJ0449'
 LJ0449'THE STATION MARK IS 12 INCHES UNDERGROUND.  IT IS 75 YARDS
 LJ0449'EAST OF THE CENTERLINE OF U.S. HIGHWAY 183 AND 88.5 FEET
 LJ0449'NORTHEAST OF A DOUBLE GRANARY, WHICH IS THE NORTH BUILDING
 LJ0449'OF A GROUP OF THREE.
 LJ0449'
 LJ0449'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE
 LJ0449'STATION AND PROJECTS 6 INCHES.  IT IS 30 FEET SOUTH-SOUTHEAST OF THE
 LJ0449'SOUTHEAST CORNER OF HUNTS BARN, AND 84 FEET WEST-NORTHWEST
 LJ0449'OF THE NORTHWEST CORNER OF HIS HOUSE.
 LJ0449'
 LJ0449'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION
 LJ0449'AND PROJECTS 6 INCHES.  IT IS 2-1/2 FEET NORTHEAST OF THE
 LJ0449'NORTHEAST CORNER OF A GRANARY.
 LJ0449'
 LJ0449'THE AZIMUTH MARK IS NORTH OF THE STATION AND
 LJ0449'PROJECTS 2 INCHES.  IT IS 3 FEET WEST OF THE RIGHT-OF-WAY
 LJ0449'FENCE ON THE WEST SIDE OF U.S. HIGHWAY 183.
 LJ0449'
 LJ0449'A 30-FOOT STAND WILL CLEAR ALL OF THE LINES FROM THIS STATION.
 LJ0449'
 LJ0449'THIS STATION IS REACHED FROM MC COOK, NEBRASKA, FROM THE
 LJ0449'CONCRETE HIGHWAY BRIDGE OVER THE REPUBLICAN RIVER ON U.S.
 LJ0449'HIGHWAY 183, ABOUT 1.0 MILE SOUTH OF MC COOK, BY GOING SOUTH
 LJ0449'ON HIGHWAY 183 FOR 4.2 MILES TO THE FARM BUILDINGS OF J.D.
 LJ0449'HUNT AND THE STATION ON THE WEST SIDE OF THE HIGHWAY.
 LJ0449
 LJ0449                          STATION RECOVERY (1951)
 LJ0449
 LJ0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0449'THE STATION MARKS, REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0449'NO. 2 WERE RECOVERED.  THE AZIMUTH MARK COULD NOT BE FOUND
 LJ0449'AND IS BELIEVED DESTROYED BY CULTIVATION AND A NEW AZIMUTH
 LJ0449'MARK WAS ESTABLISHED.
 LJ0449'
 LJ0449'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0449'
 LJ0449'THE STATION IS LOCATED NEAR THE WEST EDGE OF A CULTIVATED
 LJ0449'FIELD ABOUT 5.0 MILES SOUTH OF MC COOK.  IT IS NOT ON THE
 LJ0449'HIGHEST POINT AS THERE IS MUCH HIGHER GROUND ABOUT 0.25 MILE
 LJ0449'TO THE NORTHWEST OF THE STATION.  THE CEMENT FOUNDATIONS OF
 LJ0449'SEVERAL BUILDINGS ARE TO BE FOUND TO THE SOUTH AND WEST
 LJ0449'OF THE STATION AND THE BARN MENTIONED IN THE 1935 DESCRIPTION
 LJ0449'STILL STANDS BUT IS IN VERY POOR CONDITION.  THE MARK IS ABOUT
 LJ0449'60 YARDS WEST OF A FENCE AND 87.0 FEET NORTH OF THE CENTER
 LJ0449'OF A FARM ROAD LEADING INTO THE OLD BUILDING SITE.  IT IS
 LJ0449'14.0 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 LJ0449'HUNT 1935.
 LJ0449'
 LJ0449'REFERENCE MARK NO. 1 IS 30.0 FEET SOUTH-SOUTHEAST OF THE
 LJ0449'SOUTHEAST CORNER OF A BARN AND IS LOCATED AT THE WEST EDGE
 LJ0449'OF A CULTIVATED PLOT. IT PROJECTS 12 INCHES AND IS STAMPED
 LJ0449'HUNT NO 1 1935.
 LJ0449'
 LJ0449'REFERENCE MARK NO. 2 IS 3.0 FEET EAST-NORTHEAST OF THE NORTHEAST
 LJ0449'CORNER OF A CEMENT FOUNDATION AND IS IN A PATCH OF WEEDS
 LJ0449'AT OLD BUILDING SITE.  IT PROJECTS 8 INCHES AND IS STAMPED
 LJ0449'HUNT NO 2 1935.
 LJ0449'
 LJ0449'THE AZIMUTH MARK IS 37.0 FEET EAST OF THE CENTER OF U.S.
 LJ0449'HIGHWAY NO. 83 AND IS DIRECTLY UNDER A NORTH-SOUTH FENCE.
 LJ0449'IT PROJECTS 5 INCHES AND IS STAMPED HUNT 1935 RESET 1951.
 LJ0449'
 LJ0449'TO REACH THE STATION FROM THE TRAFFIC LIGHT ONE BLOCK NORTH
 LJ0449'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD DEPOT IN
 LJ0449'MC COOK, EAST ON U.S. HIGHWAYS NO. 6, 34 AND 83 FOR 0.4
 LJ0449'MILE TO WHERE U.S. HIGHWAY NO. 83 TURNS SOUTH.  HERE TURN
 LJ0449'RIGHT AND GO SOUTHERLY ON U.S. HIGHWAY NO. 83 FOR 4.35 MILE
 LJ0449'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH
 LJ0449'ON U.S. HIGHWAY NO. 83 FOR 0.25 MILE TO A FARM ROAD ON THE
 LJ0449'RIGHT LEADING INTO AN OLD BUILDING SITE, TURN RIGHT AND GO
 LJ0449'0.05 MILE TO THE WEST EDGE OF A CULTIVATED FIELD AND THE
 LJ0449'STATION ON THE RIGHT AS DESCRIBED.
 LJ0449
 LJ0449                          STATION RECOVERY (1968)
 LJ0449
 LJ0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0449'STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE
 LJ0449'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 LJ0449'WAS FOUND DESTROYED.  REFERENCE MARK NO. 3 WAS SET.
 LJ0449'
 LJ0449'A NEW DESCRIPTION FOLLOWS--
 LJ0449'
 LJ0449'STATION IS LOCATED IN A SHELTER BELT ABOUT 5 MILES SOUTH OF
 LJ0449'MC COOK.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 LJ0449'POST AND STAMPED HUNT 1935.  IT IS 225 FEET WEST OF FENCELINE,
 LJ0449'109.5 FEET NORTHWEST OF A METAL WITNESS POST, 94.5 FEET NORTH
 LJ0449'OF THE WEST GATE POST OF EAST-WEST FENCE, 89 FEET NORTHEAST
 LJ0449'OF THE NORTHEAST CORNER OF AN OLD CONCRETE FOUNDATION WHICH
 LJ0449'IS NORTH OF EAST-WEST FENCE AND 14 FEET SOUTH OF THE NORTH
 LJ0449'LINE OF CEDAR TREES.  IT IS ABOUT 16 INCHES BELOW THE SURFACE
 LJ0449'OF THE GROUND.
 LJ0449'
 LJ0449'TO REACH FROM THE TRAFFIC LIGHT WHICH IS 1 BLOCK NORTH OF THE
 LJ0449'RAILROAD DEPOT IN MC COOK, GO EAST ON U.S. HIGHWAYS NO. 83,
 LJ0449'34 AND 6 FOR 0.4 MILE TO WHERE U.S. HIGHWAY NO. 83 TURNS
 LJ0449'SOUTH AT THE JUNCTION OF THESE HIGHWAYS.  TURN RIGHT AND
 LJ0449'GO SOUTH ON U.S. HIGHWAY NO. 83 FOR 4.35 MILES TO AZIMUTH
 LJ0449'MARK ON LEFT (EAST) SIDE OF HIGHWAY.  CONTINUE SOUTH FOR 0.3
 LJ0449'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ALONG
 LJ0449'THE SOUTH SIDE OF FENCE FOR 0.05 MILE TO WIRE GATE AND STATION
 LJ0449'ON RIGHT.
 LJ0449'
 LJ0449'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 LJ0449'SQUARE CONCRETE POST AND STAMPED HUNT NO 1 1933 IS 135 FEET
 LJ0449'SOUTHWEST OF THE WEST GATE POST AND 40 FEET SOUTHEAST OF THE
 LJ0449'SOUTHWEST CORNER OF AN OLD FOUNDATION AT THE WEST SIDE OF THE
 LJ0449'HILL.  THE MARK PROJECTS 8 INCHES.
 LJ0449'
 LJ0449'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A
 LJ0449'ROUND CONCRETE POST AND STAMPED HUNT 1935 NO 3 1968 IS 32 FEET
 LJ0449'EAST OF THE EAST GATE POST, 2 FEET WEST OF A METAL WITNESS
 LJ0449'POST AND 1 FOOT NORTH OF FENCE LINE.  THE MARK PROJECTS 2 INCHES.
 LJ0449'
 LJ0449'AZIMUTH MARK A STANDARD DISK SET IN A SQUARE CONCRETE POST AND
 LJ0449'STAMPED HUNT 1935 RESET 1951 IS 37 FEET EAST OF THE CENTERLINE OF
 LJ0449'U.S. HIGHWAY NO. 83, 10 FEET WEST OF FENCE AND 1.5 FEET SOUTH
 LJ0449'OF A METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 LJ0449'
 LJ0449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 LJ0449'SOUTH OF MC COOK.
 LJ0449
 LJ0449                          STATION RECOVERY (1970)
 LJ0449
 LJ0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JKP)
 LJ0449'SEARCHED FOR BUT NOT FOUND.
 LJ0449
 LJ0449                          STATION RECOVERY (1971)
 LJ0449
 LJ0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LJ0449'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3,
 LJ0449'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1968
 LJ0449'DESCRIPTION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  STATION
 LJ0449'REPORTED NOT FOUND BY THE U.S. GEOLOGICAL SURVEY IN 1970.
 LJ0449'
 LJ0449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 LJ0449'SOUTH OF MC COOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1853 ***********************************************************************
 MK1853  DESIGNATION -  HUNT
 MK1853  PID         -  MK1853
 MK1853  STATE/COUNTY-  NE/STANTON
 MK1853  USGS QUAD   -  MADISON SE (1963)
 MK1853
 MK1853                         *CURRENT SURVEY CONTROL
 MK1853  ___________________________________________________________________
 MK1853* NAD 83(1995)-  41 48 48.18884(N)    097 16 20.44916(W)     ADJUSTED  
 MK1853* NAVD 88     -       538.     (meters)    1765.     (feet)  SCALED    
 MK1853  ___________________________________________________________________
 MK1853  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 MK1853  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 MK1853
 MK1853  HORZ ORDER  -  FIRST
 MK1853
 MK1853.The horizontal coordinates were established by classical geodetic methods
 MK1853.and adjusted by the National Geodetic Survey in August 1997..
 MK1853
 MK1853.The orthometric height was scaled from a topographic map.
 MK1853
 MK1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1853
 MK1853.The geoid height was determined by GEOID03.
 MK1853
 MK1853;                    North         East     Units Scale Factor Converg.
 MK1853;SPC NE       -   223,410.783   726,535.503   MT  0.99967296   +1 48 27.4
 MK1853;UTM  14      - 4,630,499.648   643,499.853   MT  0.99985340   +1 09 07.3
 MK1853
 MK1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1853!SPC NE       -   0.99991947  x   0.99967296  =   0.99959246
 MK1853!UTM  14      -   0.99991947  x   0.99985340  =   0.99977288
 MK1853
 MK1853:                Primary Azimuth Mark                     Grid Az
 MK1853:SPC NE       -  STANTON STANDPIPE                        012 09 40.4
 MK1853:UTM  14      -  STANTON STANDPIPE                        012 49 00.5
 MK1853
 MK1853|---------------------------------------------------------------------|
 MK1853| PID    Reference Object                     Distance      Geod. Az  |
 MK1853|                                                           dddmmss.s |
 MK1853| MK1835 STANTON STANDPIPE                   APPROX.16.0 KM 0135807.8 |
 MK1853| CN8817 HUNT RM 1                            24.534 METERS 17140     |
 MK1853| MK1845 HOBZA                               APPROX. 9.7 KM 1942348.5 |
 MK1853| CN8815 HUNT AZ MK                                         1971814.6 |
 MK1853| MK1844 CRESTON TANK                        APPROX.14.0 KM 2111503.2 |
 MK1853| MK1849 ST MARYS CATHOLIC CH CROSS          APPROX.24.5 KM 2193815.2 |
 MK1853| MK1850 HUMPHREY TANK                       APPROX.22.7 KM 2324039.2 |
 MK1853| MK1851 HUMPHREY ST FRANCIS CATH CH         APPROX.22.5 KM 2324230.3 |
 MK1853| CN8818 HUNT RM 2                            42.197 METERS 27027     |
 MK1853| MK1855 MADISON STANDPIPE                   APPROX.15.4 KM 2740205.2 |
 MK1853|---------------------------------------------------------------------|
 MK1853
 MK1853                          SUPERSEDED SURVEY CONTROL
 MK1853
 MK1853  NAD 83(1986)-  41 48 48.19719(N)    097 16 20.45312(W) AD(       ) 1
 MK1853  NAD 27      -  41 48 48.16400(N)    097 16 19.30100(W) AD(       ) 1
 MK1853
 MK1853.Superseded values are not recommended for survey control.
 MK1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1853.See file dsdata.txt to determine how the superseded data were derived.
 MK1853
 MK1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM4350030500(NAD 83)
 MK1853_MARKER: DS = TRIANGULATION STATION DISK
 MK1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1853+STABILITY: SURFACE MOTION
 MK1853
 MK1853  HISTORY     - Date     Condition        Report By
 MK1853  HISTORY     - 1935     MONUMENTED       CGS
 MK1853  HISTORY     - 1961     GOOD             USGS
 MK1853
 MK1853                          STATION DESCRIPTION
 MK1853
 MK1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1853'STATION IS ABOUT 9 MILES SOUTH OF STANTON, 9-1/2 MILES EAST OF
 MK1853'MADISON, AND 8-1/2 MILES NORTH-NORTHEAST OF CRESTON, IN THE
 MK1853'NORTHEAST QUARTER SEC. 11, T. 21 N., R 1 E., ON TOP OF A LONG
 MK1853'FLAT RIDGE IN THE BARNYARD OF MR. HUNT.
 MK1853'
 MK1853'TO REACH FROM THE POST OFFICE IN STANTON, GO SOUTH AND
 MK1853'SOUTHWEST ON ROUTE 8 FOR 2.2 MILES, THENCE LEFT (SOUTH) AT
 MK1853'SIGN LOE LAKE FOR 2.0 MILES, THENCE RIGHT (WEST) 0.55 MILE,
 MK1853'THENCE LEFT (SOUTH) AT SCHOOLHOUSE AND GO 7.35 MILES,
 MK1853'THENCE RIGHT (WEST) THROUGH GATE AT MR. HUNTS WHITE HOUSE.
 MK1853'GO PAST HOUSE AND TURN RIGHT (NORTH) ALONG FENCE LINE ABOUT
 MK1853'400 FEET TO STATION.  MARK IS 3 FEET SOUTH OF EAST-WEST
 MK1853'FENCE LINE, 13 FEET WEST OF NORTH-SOUTH FENCE LINE, AND 24.5
 MK1853'FEET NORHEAST OF NORTHEAST CORNER OF CHICKEN COOP.
 MK1853'
 MK1853'REFERENCE MARK NO. 1 IS 2 FEET WEST OF NORTH-SOUTH FENCE LINE,
 MK1853'ABOUT 75 FEET WEST AND 20 FEET NORTH OF NORTHWEST CORNER OF
 MK1853'HOUSE, AND PROJECTS 6 INCHES.
 MK1853'
 MK1853'REFERENCE MARK NO. 2 IS 2 FEET SOUTH OF EAST-WEST FENCE LINE,
 MK1853'70 FEET NORTHEAST BY EAST OF NORTHEAST CORNER OF GRANARY, AND
 MK1853'PROJECTING 6 INCHES.
 MK1853'
 MK1853'AZIMUTH MARK IS REACHED FROM GATE IN FRONT OF HOUSE BY
 MK1853'GOING SOUTH 0.9 MILE, THENCE WEST FOR 0.25 MILE, THENCE RIGHT
 MK1853'(NORTH) FOR 0.15 MILE TO MARK ON RIGHT (EAST).  MARK IS 1
 MK1853'FOOT WEST OF NORTH-SOUTH FENCE LINE, 130 FEET NORTH OF EAST-WEST
 MK1853'FENCE LINE, AND PROJECTS 2 INCHES.
 MK1853'
 MK1853'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 MK1853
 MK1853                          STATION RECOVERY (1961)
 MK1853
 MK1853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MK1853'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.
 MK1853'
 MK1853'AZIMUTH MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0769 ***********************************************************************
 NN0769  DESIGNATION -  HUNT
 NN0769  PID         -  NN0769
 NN0769  STATE/COUNTY-  NE/BROWN
 NN0769  USGS QUAD   -  GOLDMAN LAKE SE (1982)
 NN0769
 NN0769                         *CURRENT SURVEY CONTROL
 NN0769  ___________________________________________________________________
 NN0769* NAD 83(1995)-  42 05 30.30021(N)    099 51 38.56035(W)     ADJUSTED  
 NN0769* NAVD 88     -       823.     (meters)    2700.     (feet)  SCALED    
 NN0769  ___________________________________________________________________
 NN0769  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 NN0769  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 NN0769
 NN0769  HORZ ORDER  -  FIRST
 NN0769
 NN0769.The horizontal coordinates were established by classical geodetic methods
 NN0769.and adjusted by the National Geodetic Survey in August 1997..
 NN0769
 NN0769.The orthometric height was scaled from a topographic map.
 NN0769
 NN0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0769
 NN0769.The geoid height was determined by GEOID03.
 NN0769
 NN0769;                    North         East     Units Scale Factor Converg.
 NN0769;SPC NE       -   250,755.306   511,520.253   MT  0.99971082   +0 05 32.3
 NN0769;UTM  14      - 4,660,321.605   428,820.157   MT  0.99966234   -0 34 37.1
 NN0769
 NN0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0769!SPC NE       -   0.99987441  x   0.99971082  =   0.99958527
 NN0769!UTM  14      -   0.99987441  x   0.99966234  =   0.99953679
 NN0769
 NN0769|---------------------------------------------------------------------|
 NN0769| PID    Reference Object                     Distance      Geod. Az  |
 NN0769|                                                           dddmmss.s |
 NN0769| CO3743 HUNT RM 1                            20.296 METERS 10112     |
 NN0769| CO3744 HUNT RM 2                            33.128 METERS 16730     |
 NN0769| CO3742 HUNT AZ MK                                         1852854.9 |
 NN0769|---------------------------------------------------------------------|
 NN0769
 NN0769                          SUPERSEDED SURVEY CONTROL
 NN0769
 NN0769  NAD 83(1986)-  42 05 30.30552(N)    099 51 38.56984(W) AD(       ) 1
 NN0769  NAD 27      -  42 05 30.30400(N)    099 51 37.10900(W) AD(       ) 1
 NN0769
 NN0769.Superseded values are not recommended for survey control.
 NN0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0769.See file dsdata.txt to determine how the superseded data were derived.
 NN0769
 NN0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM2882060322(NAD 83)
 NN0769_MARKER: DS = TRIANGULATION STATION DISK
 NN0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0769
 NN0769  HISTORY     - Date     Condition        Report By
 NN0769  HISTORY     - 1934     MONUMENTED       CGS
 NN0769  HISTORY     - 1949     SEE DESCRIPTION  CGS
 NN0769
 NN0769                          STATION DESCRIPTION
 NN0769
 NN0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0769'STATION IS IN THE SOUTHEAST QUARTER OF SEC. 34, T. 25 N., R.
 NN0769'22 W., ABOUT 1/4 MILE WEST OF THE EAST LINE AND 0.15 MILE
 NN0769'SOUTH OF THE NORTH LINE OF THE QUARTER, ABOUT 11 MILES NORTH OF
 NN0769'BREWSTER AND 1.0 MILE NORTH OF THE HOME OF WILLIAM SHIPPOREIT,
 NN0769'ON THE SUMMIT OF A PROMINENT HILL, IN PASTURE LAND, (TRUCK
 NN0769'TRAVEL ENDS 1/4 MILE BEFORE REACHING MARK).  THERE IS A LARGE
 NN0769'DEPRESSION IN THE WEST SIDE OF THE HILL.
 NN0769'
 NN0769'STATION IS REACHED FROM BREWSTER BY GOING NORTH ON THE MAIN STREET
 NN0769'FROM THE COURTHOUSE FOR 0.25 MILE, TURN RIGHT AND GO 0.2 MILE
 NN0769'EAST, TURN LEFT ACROSS NORTH LOUP BRIDGE AND GO 0.7 MILE TO
 NN0769'T-ROAD JUNCTION, TURN RIGHT (EAST) AND FOLLOW MEANDERING ROAD
 NN0769'FOR 9.0 MILES (NORTHERLY) TO SECTION CORNER WHERE THE MAIN
 NN0769'BREWSTER-AINSWORTH ROAD TURNS LEFT.  CONTINUE STRAIGHT AHEAD
 NN0769'FOR 0.5 MILE TO LARGE TWO-STORY CONCRETE BLOCK HOUSE, HOME
 NN0769'OF W. SHIPPOREIT.  FROM FRONT OF HOUSE GO WEST ON FARM ROAD,
 NN0769'JUST SOUTH OF THE BARN, FOR 0.15 MILE TO FENCE CORNER.  GO
 NN0769'THROUGH WIRE GATE AND FOLLOW DIM TRAIL NORTH FOR 0.5 MILE,
 NN0769'LEAVE TRAIL AND TURN RIGHT AND GO UP THE FIRST LARGE DRAW
 NN0769'TO THE EAST FOR 0.3 MILE.  STATION IS THEN 0.25 MILE
 NN0769'NORTH.  THE MARK PROJECTS 4 INCHES.
 NN0769'
 NN0769'AZIMUTH MARK IS 1.0 MILE SOUTH OF STATION JUST WEST OF THE
 NN0769'CONCRETE BLOCK HOUSE.  MARK IS 38 FEET WEST OF WINDMILL AND IN
 NN0769'FENCE WHICH IS 15 FEET NORTH OF WINDMILL AND PROJECTS 6
 NN0769'INCHES ABOVE GROUND.
 NN0769'
 NN0769'REFERENCE MARK NO. 1 IS 66.58 FEET EAST OF STATION, ON NORTH
 NN0769'EDGE OF RIDGE AROUND A DEPRESSION IN EASTERN END OF HILL, AND
 NN0769'PROJECTS 4 INCHES ABOVE GROUND.
 NN0769'
 NN0769'REFERENCE MARK NO. 2 IS 108.68 FEET SOUTH-SOUTHEAST OF STATION
 NN0769'ON SOUTH SIDE OF DEPRESSION IN EASTERN END OF HILL, AND PROJECTS
 NN0769'4 INCHES ABOVE GROUND.
 NN0769'
 NN0769'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NN0769'AS DESCRIBED.
 NN0769'
 NN0769'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 NN0769
 NN0769                          STATION RECOVERY (1949)
 NN0769
 NN0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0769'AT THIS STATION THE SURFACE MARK, UNDERGROUND MARK AND REFERENCE
 NN0769'MARK NO. 2 HAVE BEEN DESTROYED DUE TO A LARGE SAND BLOW OUT.
 NN0769'
 NN0769'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED
 NN0769'AND ARE IN GOOD CONDITION.
 NN0769'
 NN0769'REFERENCE MARK NO. 1 PROJECTS 2 INCHES ABOVE THE
 NN0769'GROUND AND IS STAMPED HUNT NO 1 1934.
 NN0769'
 NN0769'THE AZIMUTH MARK IS SET FLUSH WITH THE TOP OF THE GROUND
 NN0769'AND IS STAMPED HUNT AZI 1934.
 NN0769'
 NN0769'THE REFERENCE MARK NO. 1 AND THE AZIMUTH MARK FOR THE ORIGINAL
 NN0769'STATION HUNT 1934 WERE TIED INTO THE NEWLY ESTABLISHED STATION
 NN0769'HUNT 2 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1046 ***********************************************************************
 LG1046  DESIGNATION -  HUNT
 LG1046  PID         -  LG1046
 LG1046  STATE/COUNTY-  NE/GAGE
 LG1046  USGS QUAD   -  BEATRICE EAST (1980)
 LG1046
 LG1046                         *CURRENT SURVEY CONTROL
 LG1046  ___________________________________________________________________
 LG1046* NAD 83(1995)-  40 15 45.80354(N)    096 39 22.60084(W)     ADJUSTED  
 LG1046* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 LG1046  ___________________________________________________________________
 LG1046  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 LG1046  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 LG1046
 LG1046  HORZ ORDER  -  SECOND
 LG1046
 LG1046.The horizontal coordinates were established by classical geodetic methods
 LG1046.and adjusted by the National Geodetic Survey in August 1997..
 LG1046
 LG1046.The orthometric height was scaled from a topographic map.
 LG1046
 LG1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1046
 LG1046.The geoid height was determined by GEOID03.
 LG1046
 LG1046;                    North         East     Units Scale Factor Converg.
 LG1046;SPC NE       -    53,175.534   784,334.280   MT  0.99989156   +2 12 57.1
 LG1046;UTM  14      - 4,459,552.841   699,299.843   MT  1.00008898   +1 30 54.8
 LG1046
 LG1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1046!SPC NE       -   0.99993978  x   0.99989156  =   0.99983135
 LG1046!UTM  14      -   0.99993978  x   1.00008898  =   1.00002875
 LG1046
 LG1046|---------------------------------------------------------------------|
 LG1046| PID    Reference Object                     Distance      Geod. Az  |
 LG1046|                                                           dddmmss.s |
 LG1046| CL7133 HUNT RM 1                            23.954 METERS 08140     |
 LG1046| CL7134 HUNT RM 2                            21.650 METERS 16051     |
 LG1046| CL7135 HUNT RM 3                            21.854 METERS 16055     |
 LG1046| LG1053 HUNT AZ MK                          APPROX. 0.7 KM 2683453.8 |
 LG1046| LG1049 BEATRICE ST JOSEPH CATH CHURCH      APPROX. 7.7 KM 2752207.4 |
 LG1046| LG1051 BEATRICE GAGE CO CTHSE DOME         APPROX. 7.7 KM 2770036.0 |
 LG1046| LG1048 BEATRICE STATE HOME STANDPIPE       APPROX. 4.7 KM 2864341.2 |
 LG1046| LG1047 BEATRICE ST HOME PWR PLT STACK      APPROX. 4.6 KM 2882252.0 |
 LG1046|---------------------------------------------------------------------|
 LG1046
 LG1046                          SUPERSEDED SURVEY CONTROL
 LG1046
 LG1046  NAD 83(1986)-  40 15 45.81237(N)    096 39 22.59649(W) AD(       ) 2
 LG1046  NAD 27      -  40 15 45.81200(N)    096 39 21.50800(W) AD(       ) 2
 LG1046
 LG1046.Superseded values are not recommended for survey control.
 LG1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1046.See file dsdata.txt to determine how the superseded data were derived.
 LG1046
 LG1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9930059553(NAD 83)
 LG1046_MARKER: DS = TRIANGULATION STATION DISK
 LG1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1046
 LG1046  HISTORY     - Date     Condition        Report By
 LG1046  HISTORY     - 1947     MONUMENTED       CGS
 LG1046  HISTORY     - 1969     GOOD             CGS
 LG1046  HISTORY     - 1975     GOOD             USE
 LG1046  HISTORY     - 1976     GOOD             NGS
 LG1046
 LG1046                          STATION DESCRIPTION
 LG1046
 LG1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1046'THE STATION IS LOCATED ABOUT 5 MILES EAST OF BEATRICE, 44 FEET
 LG1046'EAST-SOUTHEAST OF TELEPHONE POLE NO. 8 AND 29 FEET NORTH OF THE
 LG1046'CENTER OF STATE HIGHWAYS NO. 3 AND NO. 4.  IT IS SET FLUSH
 LG1046'WITH THE GROUND AND IS STAMPED HUNT 1947.
 LG1046'
 LG1046'REFERENCE MARK NO. 1 IS ABOUT 3 FEET ABOVE THE ELEVATION OF THE
 LG1046'STATION.  IT IS 40.5 FEET NORTH OF THE CENTER OF STATE HIGHWAYS
 LG1046'NO. 3 AND NO. 4 AND 1.5 FEET WEST OF TELEPHONE POLE NO. 9.
 LG1046'IT PROJECTS ABOUT 8 INCHES AND IS STAMPED HUNT NO 1 1947.
 LG1046'
 LG1046'REFERENCE MARK NO. 2 IS 38 FEET SOUTH OF THE CENTER OF STATE
 LG1046'HIGHWAYS NO. 3 AND NO. 4 AND 2.5 FEET WEST OF A POWER LINE POLE.
 LG1046'IT PROJECTS 6 INCHES AND IS STAMPED HUNT NO 2 1947.
 LG1046'
 LG1046'AZIMUTH MARK IS 39.6 FEET SOUTH OF THE CENTER OF STATE HIGHWAYS
 LG1046'NO. 3 AND NO. 4, 1.6 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH
 LG1046'OF AN EAST-WEST FENCE LINE.  IT PROJECTS 8 INCHES AND IS STAMPED
 LG1046'HUNT 1947.
 LG1046'
 LG1046'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 LG1046'OF U.S. HIGHWAY NO. 77 AND STATE HIGHWAYS NO. 3 AND 4 IN BEATRICE,
 LG1046'GO EAST ON STATE HIGHWAYS NO. 3 AND 4 FOR 4.95 MILES TO THE
 LG1046'STATION ON THE LEFT AS DESCRIBED.
 LG1046'
 LG1046'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG1046'HIGHWAYS NO. 3 AND 4 FOR 0.4 MILE TO A FARM HOME ON THE RIGHT
 LG1046'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LG1046'
 LG1046'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 50 FEET.
 LG1046'
 LG1046'A 74 FOOT SIGNAL AT BEATRICE IS VISIBLE AT 64 FEET.
 LG1046'
 LG1046'A 74 FOOT SIGNAL AT AIR IS VISIBLE AT 15 FEET.
 LG1046'
 LG1046'A 74 FOOT SIGNAL AT BEAR IS VISIBLE AT 37 FEET.
 LG1046'
 LG1046'A 74 FOOT SIGNAL AT BLOODY IS VISIBLE AT 15 FEET.
 LG1046'
 LG1046'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1046
 LG1046                          STATION RECOVERY (1969)
 LG1046
 LG1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1046'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG1046'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 LG1046'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY EXCEPT
 LG1046'THE STATION IS ALONG STATE HIGHWAY 4 INSTEAD OF STATE HIGHWAY 3.
 LG1046'
 LG1046'A METAL WITNESS POST WAS SET 11.5 FEET NORTH OF THE STATION IN AN
 LG1046'EAST-WEST FENCELINE.
 LG1046'
 LG1046'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 LG1046'
 LG1046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 LG1046'HIGHWAY 4 IN BEATRICE, GO EAST ON STATE HIGHWAY 4 FOR 5.0 MILES TO
 LG1046'THE STATION ON THE LEFT.
 LG1046'
 LG1046'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES EAST
 LG1046'OF BEATRICE.
 LG1046
 LG1046                          STATION RECOVERY (1975)
 LG1046
 LG1046'RECOVERY NOTE BY US ENGINEERS 1975 (MCB)
 LG1046'HUNT RECOVERED GOOD.
 LG1046'
 LG1046'ANGLE BETWEEN AZIMUTH MARK AND ST JOSEPH CATHOLIC CHURCH CROSS AND
 LG1046'ANGLE BETWEEN AZ MARK AND GAGE CO. COURTHOUSE DOME DO NOT FIT
 LG1046'PUBLISHED AZIMUTHS.  ANGLE BETWEEN CHURCH CROSS AND COURTHOUSE DOME
 LG1046'CHECKS WITHIN 2 SECONDS.
 LG1046'
 LG1046'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF BEATRICE,
 LG1046'NEB.
 LG1046
 LG1046                          STATION RECOVERY (1976)
 LG1046
 LG1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1046'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 LG1046'THE CONCRETE MONUMENT FOR REFERENCE MARK 2 WAS FOUND WITH THE TOP
 LG1046'BROKEN OFF.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION, SOLID IN
 LG1046'THE GROUND, BUT APPEARS TO BE LEANING SLIGHTLY TO THE NORTH.  THE
 LG1046'ANGLE BETWEEN THE AZIMUTH MARK AND THE CHURCH SPIRE AND THE ANGLE
 LG1046'BETWEEN THE AZIMUTH MARK AND THE COURTHOUSE DOME MISS THE
 LG1046'PREVIOUS ANGLE ABOUT 30 SECONDS SMALLER AND PROVES THAT THE
 LG1046'AZIMUTH MARK IS SLIGHTLY LEANING TO THE NORTH AS THE ANGLE
 LG1046'BETWEEN THE CHURCH SPIRE AND COURTHOUSE DOME CHECK THE PREVIOUS
 LG1046'ANGLE.  THE DISTANCE TO REFERENCE MARK 1 CHECKED THE PREVIOUS
 LG1046'DISTANCE.  THE ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE MARK
 LG1046'1 MISS THE PREVIOUS ANGLE 1 DEGREE, 50 MINUTES AND 23 SECONDS
 LG1046'SMALLER ALSO.  REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.
 LG1046'
 LG1046'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG1046'
 LG1046'THE STATION IS LOCATED ABOUT 5.0 MILES EAST OF BEATRICE, ON THE NORTH
 LG1046'RIGHT-OF-WAY OF US HIGHWAY 136 AND STATE HIGHWAY 4.
 LG1046'
 LG1046'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 77 AND 136 AND
 LG1046'STATE HIGHWAY 4 IN BEATRICE, GO EAST ON HIGHWAYS 136 AND 4 FOR 4.4
 LG1046'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE
 LG1046'HIGHWAY FOR 0.4 MILE TO THE STATION ON THE LEFT IN THE ROAD DITCH.
 LG1046'
 LG1046'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED HUNT 1947, SET
 LG1046'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LG1046'THE GROUND SURFACE.  IT IS 80 FEET WEST-SOUTHWEST OF TELEPHONE POLE
 LG1046'NO. 9, 39 FEET EASTSOUTHEAST OF TELEPHONE POLE NO. 8, 29 FEET
 LG1046'NORTH OF THE CENTER OF THE HIGHWAY AND 2 FEET SOUTH OF A METAL
 LG1046'WITNESS POST.  NOTE--A 3/4 INCH RE-BAR 3 FEET IN LENGTH WAS
 LG1046'DRIVEN INTO THE GROUND BESIDE THE STATION MARK.  THE UNDERGROUND
 LG1046'MARK WAS NOT INSPECTED.
 LG1046'
 LG1046'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HUNT NO 1 1947, SET IN
 LG1046'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ON
 LG1046'ITS SOUTH SIDE AND FLUSH ON ITS NORTH SIDE.  IT IS 40.5 FEET NORTH
 LG1046'OF THE CENTER OF THE HIGHWAY AND 2 FEET WEST OF TELEPHONE POLE
 LG1046'NO. 9.
 LG1046'
 LG1046'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HUNT 1947 NO 3 1976,
 LG1046'CEMENTED IN A DRILL HOLE IN THE TOP OF THE ORIGINAL REFERENCE MARK 2
 LG1046'CONCRETE MONUMENT.  IT IS 38 FEET SOUTH OF THE CENTER OF THE
 LG1046'HIGHWAY AND 2 FEET WEST-SOUTHWEST OF A POWER POLE AND THE MARK IS
 LG1046'FLUSH WITH THE GROUND SURFACE.
 LG1046'
 LG1046'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HUNT 1947, SET IN THE
 LG1046'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE
 LG1046'THE GROUND SURFACE.  IT IS 39.5 FEET SOUTH OF THE CENTER OF THE
 LG1046'HIGHWAY, 7 FEET EAST-SOUTHEAST OF A POWER POLE, 1.5 FEET EAST OF A
 LG1046'METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 LG1046'
 LG1046'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.0 MILES
 LG1046'EAST OF BEATRICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0770 ***********************************************************************
 NN0770  DESIGNATION -  HUNT 2
 NN0770  PID         -  NN0770
 NN0770  STATE/COUNTY-  NE/BROWN
 NN0770  USGS QUAD   -  GOLDMAN LAKE SE (1982)
 NN0770
 NN0770                         *CURRENT SURVEY CONTROL
 NN0770  ___________________________________________________________________
 NN0770* NAD 83(1995)-  42 05 30.31133(N)    099 51 38.38371(W)     ADJUSTED  
 NN0770* NAVD 88     -       823.     (meters)    2700.     (feet)  SCALED    
 NN0770  ___________________________________________________________________
 NN0770  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 NN0770  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 NN0770
 NN0770  HORZ ORDER  -  FIRST
 NN0770
 NN0770.The horizontal coordinates were established by classical geodetic methods
 NN0770.and adjusted by the National Geodetic Survey in August 1997..
 NN0770
 NN0770.The orthometric height was scaled from a topographic map.
 NN0770
 NN0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0770
 NN0770.The geoid height was determined by GEOID03.
 NN0770
 NN0770;                    North         East     Units Scale Factor Converg.
 NN0770;SPC NE       -   250,755.656   511,524.310   MT  0.99971082   +0 05 32.4
 NN0770;UTM  14      - 4,660,321.907   428,824.219   MT  0.99966233   -0 34 37.0
 NN0770
 NN0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0770!SPC NE       -   0.99987441  x   0.99971082  =   0.99958527
 NN0770!UTM  14      -   0.99987441  x   0.99966233  =   0.99953678
 NN0770
 NN0770|---------------------------------------------------------------------|
 NN0770| PID    Reference Object                     Distance      Geod. Az  |
 NN0770|                                                           dddmmss.s |
 NN0770| CO3746 HUNT RM 1                            16.349 METERS 10538     |
 NN0770| CO3745 HUNT AZ MK                                         1853915.4 |
 NN0770| CO3747 HUNT 2 RM 3                          13.991 METERS 20652     |
 NN0770|---------------------------------------------------------------------|
 NN0770
 NN0770                          SUPERSEDED SURVEY CONTROL
 NN0770
 NN0770  NAD 83(1986)-  42 05 30.31619(N)    099 51 38.39481(W) AD(       ) 1
 NN0770  NAD 27      -  42 05 30.30800(N)    099 51 36.94000(W) AD(       ) 1
 NN0770
 NN0770.Superseded values are not recommended for survey control.
 NN0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0770.See file dsdata.txt to determine how the superseded data were derived.
 NN0770
 NN0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM2882460322(NAD 83)
 NN0770_MARKER: DS = TRIANGULATION STATION DISK
 NN0770_SETTING: 0 = UNSPECIFIED SETTING
 NN0770
 NN0770  HISTORY     - Date     Condition        Report By
 NN0770  HISTORY     - 1949     MONUMENTED       CGS
 NN0770  HISTORY     - 1974     GOOD             USGS
 NN0770
 NN0770                          STATION DESCRIPTION
 NN0770
 NN0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0770'THE STATION IS LOCATED ABOUT 33.0 MILES SOUTH OF AINSWORTH
 NN0770'AND ABOUT 11.0 MILES NORTH OF BREWSTER ON THE SUMMIT OF A
 NN0770'PROMINENT SAND HILL.  IT IS 10.2 FEET NORTHWEST OF A WITNESS POST
 NN0770'AND JUST NORTH OF A LARGE SAND BLOWOUT.  IT IS A STANDARD
 NN0770'U.S.C. AND G.S. STATION MARK DISK WELDED TO THE TOP OF A 3 INCH
 NN0770'CAST IRON PIPE PROJECTING 4 INCHES ABOVE THE TOP OF THE GROUND
 NN0770'AND IS STAMPED HUNT 2 1949.
 NN0770'
 NN0770'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL ABOUT
 NN0770'7.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NN0770'2 INCHES AND IS STAMPED HUNT NO 1 1934.
 NN0770'
 NN0770'REFERENCE MARK NO. 3 IS ON A SMALL RIDGE BETWEEN TWO SAND BLOWOUTS
 NN0770'ON THE SOUTH SLOPE OF THE HILL.  IT IS ABOUT 4.0 FEET BELOW THE
 NN0770'ELEVATION OF THE STATION AND IS A STANDARD U.S.C. AND G.S.
 NN0770'REFERENCE MARK DISK WELDED TO THE TOP OF A 3 INCH CAST IRON
 NN0770'PIPE PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS STAMPED HUNT
 NN0770'2 NO 3 1949.
 NN0770'
 NN0770'THE AZIMUTH MARK IS LOCATED IN A RANCH YARD 19.0 FEET EAST OF THE
 NN0770'SOUTHEAST CORNER OF A BARN, 20.0 FEET WEST OF THE CENTER OF A
 NN0770'BOARD GATE, 39.0 FEET EAST OF TWO LOCUST TREES, AND 45.3 FEET
 NN0770'WEST-NORTHWEST OF THE CENTER OF A GATE IN THE RANCH HOUSE YARD
 NN0770'FENCE.  IT IS SET FLUSH WITH THE TOP OF THE GROUND AND IS
 NN0770'STAMPED HUNT AZI 1934.
 NN0770'
 NN0770'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0770'GO SOUTH ON STATE ROUTE NO. 7 FOR 33.55 MILES TO A WIRE GATE
 NN0770'ON THE RIGHT AND ANOTHER WIRE GATE ON THE LEFT OF HIGHWAY,
 NN0770'PASS THROUGH THE WIRE GATE ON THE LEFT AND GO EAST-NORTHEAST
 NN0770'ACROSS A PASTURE FOR ABOUT 0.45 OF A MILE TO THE FOOT OF A LARGE
 NN0770'SAND HILL AND THE STATION ON HIGHEST POINT AS DESCRIBED.
 NN0770'
 NN0770'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST-SOUTHWEST
 NN0770'ACROSS A PASTURE FOR ABOUT 0.45 OF A MILE TO A WIRE GATE IN
 NN0770'NORTH-SOUTH FENCE, PASS THROUGH WIRE GATE AND GO SOUTH ON
 NN0770'STATE ROUTE NO. 7 FOR 0.65 OF A MILE TO DRIVEWAY ON THE LEFT
 NN0770'INTO RANCH YARD, TURN LEFT ON DRIVEWAY AND GO EAST TO THE RANCH
 NN0770'BUILDINGS AND THE AZIMUTH MARK AS DESCRIBED.
 NN0770'
 NN0770'A 4 FOOT SIGNAL AT STATIONS KOSHOPAH, CALAMIS (USGS), ROUND,
 NN0770'AND CALAMUS 1934 ARE VISIBLE AT 4 FEET.
 NN0770'
 NN0770'A 74 FOOT SIGNAL AT STATIONS MIDVALE AND DUFF 1934 ARE VISIBLE
 NN0770'AT 4 FEET.
 NN0770'
 NN0770'A 4 FOOT SIGNAL AT STATION OVITT 1934 IS VISIBLE AT 37 FEET.
 NN0770'
 NN0770'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0770
 NN0770                          STATION RECOVERY (1974)
 NN0770
 NN0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 NN0770'REF. MK 1 AND THE AZ. MK. WERE FOUND IN GOOD CONDITION.  THE STA.
 NN0770'MK. AND REF. MK. 3 WERE NOT FOUND AND APPEAR TO BE DESTROYED
 NN0770'BY SAND EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0661 ***********************************************************************
 NP0661  DESIGNATION -  HUNTER
 NP0661  PID         -  NP0661
 NP0661  STATE/COUNTY-  NE/SHERIDAN
 NP0661  USGS QUAD   -  BEAVER WALL (1969)
 NP0661
 NP0661                         *CURRENT SURVEY CONTROL
 NP0661  ___________________________________________________________________
 NP0661* NAD 83(1995)-  42 54 15.29556(N)    102 42 24.32298(W)     ADJUSTED  
 NP0661* NAVD 88     -      1209.     (meters)    3967.     (feet)  SCALED    
 NP0661  ___________________________________________________________________
 NP0661  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 NP0661  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 NP0661
 NP0661  HORZ ORDER  -  FIRST
 NP0661
 NP0661.The horizontal coordinates were established by classical geodetic methods
 NP0661.and adjusted by the National Geodetic Survey in January 1998..
 NP0661
 NP0661.The orthometric height was scaled from a topographic map.
 NP0661
 NP0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0661
 NP0661.The geoid height was determined by GEOID03.
 NP0661
 NP0661;                    North         East     Units Scale Factor Converg.
 NP0661;SPC NE       -   344,444.131   278,991.561   MT  0.99995748   -1 47 37.5
 NP0661;SPC SD S     -    66,193.511   406,198.032   MT  0.99998396   -1 38 14.3
 NP0661;SPC SD S     -   217,169.88  1,332,668.04   sFT  0.99998396   -1 38 14.3
 NP0661;UTM  13      - 4,752,733.144   687,212.229   MT  1.00003119   +1 33 41.9
 NP0661
 NP0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0661!SPC NE       -   0.99981332  x   0.99995748  =   0.99977081
 NP0661!SPC SD S     -   0.99981332  x   0.99998396  =   0.99979728
 NP0661!UTM  13      -   0.99981332  x   1.00003119  =   0.99984450
 NP0661
 NP0661|---------------------------------------------------------------------|
 NP0661| PID    Reference Object                     Distance      Geod. Az  |
 NP0661|                                                           dddmmss.s |
 NP0661| CQ4043 HUNTER RM 1                          22.763 METERS 07807     |
 NP0661| CQ4042 HUNTER AZ MK                                       1640121.6 |
 NP0661| CQ4044 HUNTER RM 2                          46.144 METERS 35516     |
 NP0661|---------------------------------------------------------------------|
 NP0661
 NP0661                          SUPERSEDED SURVEY CONTROL
 NP0661
 NP0661  NAD 83(1995)-  42 54 15.29546(N)    102 42 24.32299(W) AD(       ) 1
 NP0661  NAD 83(1995)-  42 54 15.29109(N)    102 42 24.32454(W) AD(       ) 1
 NP0661  NAD 83(1986)-  42 54 15.28461(N)    102 42 24.31924(W) AD(       ) 1
 NP0661  NAD 27      -  42 54 15.36100(N)    102 42 22.72000(W) AD(       ) 1
 NP0661
 NP0661.Superseded values are not recommended for survey control.
 NP0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0661.See file dsdata.txt to determine how the superseded data were derived.
 NP0661
 NP0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8721252733(NAD 83)
 NP0661_MARKER: DS = TRIANGULATION STATION DISK
 NP0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0661
 NP0661  HISTORY     - Date     Condition        Report By
 NP0661  HISTORY     - 1934     MONUMENTED       CGS
 NP0661  HISTORY     - 1941     GOOD             CGS
 NP0661  HISTORY     - 1968     GOOD             CGS
 NP0661
 NP0661                          STATION DESCRIPTION
 NP0661
 NP0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0661'STATION IS ABOUT 10 MILES SW OF WHITE CLAY AND 16 MILES ENE OF
 NP0661'CHADRON.  IT IS ON THE HIGHEST POINT OF A SPARSELY WOODED HILL
 NP0661'ABOUT 1/4 MILE NNW OF G.R. HUNTERS FARMHOUSE AND BUILDINGS
 NP0661'AND 1/4 MILE E OF PROMINENT TIMBERED BLUFFS, LOCALLY KNOWN AS
 NP0661'BEAVER WALL, THAT EXTEND N AND S FOR SEVERAL MILES.  IT IS ON
 NP0661'LAND OWNED BY G.R. HUNTER AND IS SEC. 26, T. 34 N, R. 46 W.
 NP0661'
 NP0661'THE STATION MARK PROJECTS 5 INCHES AND IS 120 YARDS N OF AN
 NP0661'E AND W FENCE.
 NP0661'
 NP0661'REFERENCE AND AZIMUTH MARKS PROJECT 4 INCHES.
 NP0661'
 NP0661'THE AZIMUTH MARK IS ON A SMALL HILL ABOUT 0.2 MILE S OF
 NP0661'HUNTERS HOUSE.  IT IS 85 FEET E OF A N AND S FENCE CORNER AND
 NP0661'100 FEET SSW OF A SW FENCE CORNER.
 NP0661'
 NP0661'TO REACH THE STATION FROM THE POST OFFICE IN PINE RIDGE GO
 NP0661'W 1/2 BLOCK AND THEN S 2.0 MILES TO THE VILLAGE OF WHITE CLAY,
 NP0661'NEBRASKA.  CONTINUE S ON MAIN ROAD, STATE HIGHWAY 87, 1.8
 NP0661'MILES TO A GRADED ROAD ON THE RIGHT.  HERE TURN RIGHT, W,
 NP0661'LEAVE HIGHWAY 87, AND FOLLOW MAIN ROAD 0.6 MILE (PASSING
 NP0661'CEMETERY ON RIGHT AT 0.1 MILE) TO A SMALL BRIDGE WITH A
 NP0661'LATTICED STEEL GUARD RAIL.  CROSS BRIDGE AND FOLLOW MAIN ROAD
 NP0661'IN A GENERAL WESTERLY DIRECTION UP CRAVEN CREEK 6.3 MILES
 NP0661'TO A T-INTERSECTION.  (THERE IS A WHITE SCHOOLHOUSE W OF
 NP0661'THIS INTERSECTION.) HERE TURN LEFT, S, AND FOLLOW MAIN
 NP0661'ROAD 3.8 MILES TO A CROSSROADS.  (HERE THE MAIN ROAD GOES
 NP0661'S, THE ROAD ON THE RIGHT GOES W ALONG THE S SIDE OF AN E
 NP0661'AND W FENCE AND THE ROAD ON THE LEFT CUTS BACK TO THE
 NP0661'NE.) HERE TURN RIGHT, W, AND FOLLOW TRACK ROAD ALONG S
 NP0661'SIDE OF FENCE 0.3 MILE TO A FORKS.  TAKE THE LEFT FORK
 NP0661'AND GO 0.1 MILE TO A POINT WHERE THE ROAD TURNS LEFT, S.
 NP0661'FOLLOW ROAD S 0.3 MILE TO A T-INTERSECTION.  HERE, TURN
 NP0661'RIGHT, W, AND GO 0.4 MILE TO A GATE.  PASS THRU GATE AND
 NP0661'FOLLOW ROAD 0.4 MILE TO A FENCE CORNER ON THE RIGHT SIDE OF
 NP0661'THE ROAD.  CONTINUE 0.2 MILE TO ANOTHER FENCE CORNER ON
 NP0661'THE RIGHT SIDE OF THE ROAD.  CONTINUE 0.4 MILE TO
 NP0661'ANOTHER FENCE CORNER ON THE RIGHT SIDE OF THE ROAD.  (THE
 NP0661'AZIMUTH MARK IS 100 FEET SSW OF THIS FENCE CORNER.)
 NP0661'CONTINUE DOWN HILL ON ROAD 0.1 MILE TO HUNTERS HOUSE.  PASS
 NP0661'THRU GATE ON RIGHT ABOUT 100 FEET FROM THE DOORYARD FENCE GO TO
 NP0661'THE E AROUND THE BUILDINGS AND THEN N IN LANE UP HILL 0.2
 NP0661'MILE AND THEN 0.1 MILE NW TO TOP OF THE HILL AND
 NP0661'STATION.
 NP0661'
 NP0661'TO REACH THE STATION FROM CHADRON GO E FROM THE POST OFFICE
 NP0661'ON U.S. HIGHWAY 20, 3.1 MILES TO A WHITE SCHOOLHOUSE ON THE
 NP0661'LEFT SIDE OF THE ROAD.  CONTINUE E 0.8 MILE TO A GRADED ROAD
 NP0661'ON THE LEFT.  HERE LEAVE U.S. HIGHWAY 20, TURN LEFT, N, AND
 NP0661'GO N 0.3 MILE, E 0.5 MILE N 1.0 MILE, E AND N 3.5 MILES TO
 NP0661'DRY CREEK SCHOOL, DIST. NO. 13, ON RIGHT SIDE OF THE ROAD.
 NP0661'CONTINUE N 0.5 MILE, E 1.0 MILE, N 1.0 MILE, E 1.0 MILE, N
 NP0661'1.0 MILE, E 4.0 MILES, N 3.15 MILES TO A WHITE FARMHOUSE,
 NP0661'RED BARN, AND TWO WINDMILLS ON RIGHT SIDE OF ROAD.  CONTINUE
 NP0661'N 0.35 MILE.  THEN E, NE, AND E A TOTAL OF 1.2 MILES TO A
 NP0661'TURN.  (AT THIS POINT THERE IS A SMALL BUTTE WITH A
 NP0661'SHARP-JAGGED PINNACLE ON ITS N END.) HERE GO N 0.4 MILE TO A
 NP0661'ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.2 MILE TO A
 NP0661'CATTLEGUARD.  CROSS GUARD AND CONTINUE 0.7 MILE ON MAIN
 NP0661'ROAD WHICH GOES UP CREEK BED TO A TANK (STEEL) AND SPRING
 NP0661'ON RIGHT SIDE OF ROAD.  CONTINUE UP GRADE 0.2 MILE TO TOP OF
 NP0661'GRADE AND CATTLEGUARD, THEN FOLLOW MAIN ROAD 0.6 MILE TO
 NP0661'WHITE SCHOOLHOUSE.  FROM THIS POINT CONTINUE AS ABOVE TO
 NP0661'STATION.
 NP0661
 NP0661                          STATION RECOVERY (1941)
 NP0661
 NP0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0661'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NP0661'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 NP0661'
 NP0661'STATION IS LOCATED ABOUT 6.5 MILES S AND 7.5 MILES W OF WHITE
 NP0661'CLAY, 13 MILES N AND 12 MILES W OF RUSHVILLE AND 16 MILES
 NP0661'NE OF CHADRON, IN SEC. 26, T. 34 N, R. 46 W, ON LAND OWNED
 NP0661'AND OCCUPIED BY G.R. HUNTER.  IT IS ON THE HIGHEST POINT OF
 NP0661'A SPARSELY PINE TIMBERED HILL, 54 FEET SW OF A 6-INCH PINE
 NP0661'TREE, 12 FEET E OF A 2-INCH PINE TREE AND 5 FEET E OF A
 NP0661'WHITE REFERENCE POST.  IT IS STAMPED HUNTER 1934 AND PROJECTS
 NP0661'ABOUT 6 INCHES.
 NP0661'
 NP0661'REFERENCE MARK NO. 1 IS STAMPED HUNTER NO. 1 1934 AND PROJECTS
 NP0661'ABOUT 6 INCHES.
 NP0661'
 NP0661'REFERENCE MARK NO. 2 IS 32 FEET S OF AN 8-INCH PINE TREE.  IT
 NP0661'IS STAMPED HUNTER NO. 2 1934 AND PROJECTS ABOUT 6 INCHES.
 NP0661'
 NP0661'THE AZIMUTH MARK IS 0.2 MILE S OF HUNTERS HOUSE, 80 FEET S OF
 NP0661'THE CENTER LINE OF A FARM ROAD, 30 FEET N OF THE EDGE OF A
 NP0661'BLUFF AND 3 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED
 NP0661'HUNTER 1934 AND PROJECTS ABOUT 6 INCHES.
 NP0661'
 NP0661'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON DIRT ROAD
 NP0661'FOR 0.4 MILE TO THE HUNTER HOUSE, PASS THROUGH GATE AND CONTINUE
 NP0661'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NP0661'
 NP0661'TO REACH THE STATION FROM THE POST OFFICE IN CHADRON, GO
 NP0661'E ON U.S. HIGHWAY 20 FOR 5 MILES TO A GRAVEL ROAD LEFT, N.
 NP0661'TURN LEFT AND GO N AND E ON MAIN ROAD FOR 13.7 MILES TO A
 NP0661'T-INTERSECTION.  TURN LEFT AND GO 3.5 MILES TO A GRAVEL ROAD
 NP0661'RIGHT.  TURN RIGHT AND GO E AND N ON MAIN ROAD FOR 1.6 MILES
 NP0661'TO A CROSS ROAD AT A SIGN PINE RIDGE 14 MILES TURN RIGHT
 NP0661'AND FOLLOW MAIN ROAD FOR 2.2 MILES TO A FORKS AND A WHITE
 NP0661'SCHOOLHOUSE ON THE RIGHT.  TAKE RIGHT FORK AND GO 1.8 MILES
 NP0661'TO A DIRT ROAD RIGHT, JUST AFTER PASSING A CATTLE GUARD,
 NP0661'TURN RIGHT AND FOLLOW MAIN DIRT ROAD FOR 1.9 MILES TO TOP
 NP0661'OF HILL AND STATION ON THE RIGHT.
 NP0661
 NP0661                          STATION RECOVERY (1968)
 NP0661
 NP0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRB)
 NP0661'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED.
 NP0661'
 NP0661'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS RECOVERED AS
 NP0661'DESCRIBED IN GOOD CONDITION.
 NP0661'
 NP0661'THE OLD DESCRIPTION IS ADEQUATE.
 NP0661'
 NP0661'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1358 ***********************************************************************
 LH1358  DESIGNATION -  HUNTLEY
 LH1358  PID         -  LH1358
 LH1358  STATE/COUNTY-  NE/HARLAN
 LH1358  USGS QUAD   -  HUNTLEY (1974)
 LH1358
 LH1358                         *CURRENT SURVEY CONTROL
 LH1358  ___________________________________________________________________
 LH1358* NAD 83(1995)-  40 14 56.23793(N)    099 17 33.09298(W)     ADJUSTED  
 LH1358* NAVD 88     -       678.     (meters)    2224.     (feet)  SCALED    
 LH1358  ___________________________________________________________________
 LH1358  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 LH1358  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 LH1358
 LH1358  HORZ ORDER  -  THIRD
 LH1358
 LH1358.The horizontal coordinates were established by classical geodetic methods
 LH1358.and adjusted by the National Geodetic Survey in August 1997..
 LH1358
 LH1358.The orthometric height was scaled from a topographic map.
 LH1358
 LH1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1358
 LH1358.The geoid height was determined by GEOID03.
 LH1358
 LH1358;                    North         East     Units Scale Factor Converg.
 LH1358;SPC NE       -    46,394.230   560,187.089   MT  0.99989673   +0 28 07.8
 LH1358;UTM  14      - 4,455,430.417   475,120.982   MT  0.99960762   -0 11 20.4
 LH1358
 LH1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1358!SPC NE       -   0.99989756  x   0.99989673  =   0.99979431
 LH1358!UTM  14      -   0.99989756  x   0.99960762  =   0.99950522
 LH1358
 LH1358|---------------------------------------------------------------------|
 LH1358| PID    Reference Object                     Distance      Geod. Az  |
 LH1358|                                                           dddmmss.s |
 LH1358| CN8824 HUNTLEY RM 1                         22.499 METERS 00305     |
 LH1358| CN8825 HUNTLEY RM 2                         20.910 METERS 08822     |
 LH1358| CN8823 HUNTLEY AZ MK                                      1780335.2 |
 LH1358| LH1369 HOLDREGE MUNICIPAL STANDPIPE        APPROX.21.6 KM 3423417.8 |
 LH1358|---------------------------------------------------------------------|
 LH1358
 LH1358                          SUPERSEDED SURVEY CONTROL
 LH1358
 LH1358  NAD 83(1986)-  40 14 56.24270(N)    099 17 33.09434(W) AD(       ) 3
 LH1358  NAD 27      -  40 14 56.20200(N)    099 17 31.74700(W) AD(       ) 3
 LH1358
 LH1358.Superseded values are not recommended for survey control.
 LH1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1358.See file dsdata.txt to determine how the superseded data were derived.
 LH1358
 LH1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7512155430(NAD 83)
 LH1358_MARKER: DS = TRIANGULATION STATION DISK
 LH1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1358
 LH1358  HISTORY     - Date     Condition        Report By
 LH1358  HISTORY     - 1951     MONUMENTED       CGS
 LH1358
 LH1358                          STATION DESCRIPTION
 LH1358
 LH1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1358'THE STATION IS LOCATED 2.8 MILES NORTH OF HUNTLEY AND 4 MILES
 LH1358'SOUTH OF RAGAN, IN THE SOUTHEAST CORNER OF A TRIANGLE SHAPED
 LH1358'AREA FORMED BY THE INTERSECTION OF AN EAST-WEST AND A
 LH1358'NORTH-SOUTH ROAD.  IT IS 39 FEET WEST OF THE NORTH-SOUTH
 LH1358'GRAVELED ROAD, 22 FEET NORTH EAST OF A CURVE IN THE
 LH1358'EAST-WEST ROAD, 13 FEET NORTH-NORTHWEST OF A TELEPHONE POLE
 LH1358'AND 4 FEET NORTH OF A WITNESS POST.  IT IS STAMPED HUNTLEY 1951
 LH1358'AND PROJECTS 3 INCHES.
 LH1358'
 LH1358'REFERENCE MARK NO. 1 IS 37 FEET WEST OF A NORTH-SOUTH ROAD
 LH1358'AND 2 FEET SOUTH OF A TELEPHONE POLE.  IT IS STAMPED HUNTLEY NO
 LH1358'1 1951 AND PROJECTS 2 INCHES.
 LH1358'
 LH1358'REFERENCE MARK NO. 2 IS 28.5 FEET EAST OF THE CENTERLINE OF A
 LH1358'NORTH-SOUTH GRAVELED ROAD AND 30 FEET SOUTHWEST OF A POWER
 LH1358'LINE POLE.  IT IS STAMPED HUNTLEY NO 2 1951 AND PROJECTS 3
 LH1358'INCHES.
 LH1358'
 LH1358'THE AZIMUTH MARK IS AT THE NORTHWEST CORNER OF A HOG LOT, 32
 LH1358'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD,
 LH1358'1 FOOT NORTH OF THE SOUTH GATE POST AND 1 FOOT NORTH OF A
 LH1358'WITNESS POST.  IT IS STAMPED HUNTLEY 1951 AND PROJECTS 2 INCHES.
 LH1358'
 LH1358'TO REACH THE STATION FROM THE POST OFFICE IN HUNTLEY, GO NORTH
 LH1358'ON GRAVELED ROAD FOR 2.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 LH1358'CONTINUE NORTH FOR 0.4 MILE TO THE STATION ON THE LEFT AS
 LH1358'DESCRIBED.
 LH1358'
 LH1358'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0375 ***********************************************************************
 MN0375  DESIGNATION -  HUNTSMAN
 MN0375  PID         -  MN0375
 MN0375  STATE/COUNTY-  NE/CHEYENNE
 MN0375  USGS QUAD   -  SIDNEY (1972)
 MN0375
 MN0375                         *CURRENT SURVEY CONTROL
 MN0375  ___________________________________________________________________
 MN0375* NAD 83(1995)-  41 13 35.22190(N)    102 58 26.34302(W)     ADJUSTED  
 MN0375* NAVD 88     -      1307.592  (meters)    4289.99   (feet)  ADJUSTED  
 MN0375  ___________________________________________________________________
 MN0375  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 MN0375  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 MN0375  DYNAMIC HT  -        1306.668 (meters)    4286.96  (feet)  COMP
 MN0375  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 MN0375
 MN0375  HORZ ORDER  -  SECOND
 MN0375  VERT ORDER  -  FIRST     CLASS II
 MN0375
 MN0375.The horizontal coordinates were established by classical geodetic methods
 MN0375.and adjusted by the National Geodetic Survey in August 1997..
 MN0375
 MN0375.The orthometric height was determined by differential leveling
 MN0375.and adjusted by the National Geodetic Survey in June 1991..
 MN0375
 MN0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0375
 MN0375.The geoid height was determined by GEOID03.
 MN0375
 MN0375.The dynamic height is computed by dividing the NAVD 88
 MN0375.geopotential number by the normal gravity value computed on the
 MN0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0375.degrees latitude (g = 980.6199 gals.).
 MN0375
 MN0375.The modeled gravity was interpolated from observed gravity values.
 MN0375
 MN0375;                    North         East     Units Scale Factor Converg.
 MN0375;SPC NE       -   158,958.501   250,772.970   MT  0.99967042   -1 58 15.1
 MN0375;UTM  13      - 4,565,874.794   669,811.244   MT  0.99995490   +1 20 07.9
 MN0375
 MN0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0375!SPC NE       -   0.99979804  x   0.99967042  =   0.99946853
 MN0375!UTM  13      -   0.99979804  x   0.99995490  =   0.99975295
 MN0375
 MN0375|---------------------------------------------------------------------|
 MN0375| PID    Reference Object                     Distance      Geod. Az  |
 MN0375|                                                           dddmmss.s |
 MN0375| CP8288 HUNTSMAN RM 1                        43.361 METERS 01149     |
 MN0375| MN0084 K 9                                                1733925.8 |
 MN0375| MN0485 SIDNEY NW BELL TEL CO RAD MAST      APPROX. 6.0 KM 1923842.7 |
 MN0375| CP8289 HUNTSMAN RM 2                        21.675 METERS 19323     |
 MN0375|---------------------------------------------------------------------|
 MN0375
 MN0375                          SUPERSEDED SURVEY CONTROL
 MN0375
 MN0375  NAD 83(1995)-  41 13 35.22151(N)    102 58 26.34294(W) AD(       ) 2
 MN0375  NAD 83(1986)-  41 13 35.21497(N)    102 58 26.34349(W) AD(       ) 2
 MN0375  NAD 27      -  41 13 35.27630(N)    102 58 24.61600(W) AD(       ) 2
 MN0375
 MN0375.Superseded values are not recommended for survey control.
 MN0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0375.See file dsdata.txt to determine how the superseded data were derived.
 MN0375
 MN0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6981165875(NAD 83)
 MN0375_MARKER: DS = TRIANGULATION STATION DISK
 MN0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0375_SP_SET: CONCRETE POST
 MN0375_STAMPING: HUNTSMAN 1963
 MN0375_MARK LOGO: CGS   
 MN0375_PROJECTION: PROJECTING 5 CENTIMETERS
 MN0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0375+STABILITY: SURFACE MOTION
 MN0375
 MN0375  HISTORY     - Date     Condition        Report By
 MN0375  HISTORY     - 1963     MONUMENTED       CGS
 MN0375  HISTORY     - 1985     GOOD             NGS
 MN0375
 MN0375                          STATION DESCRIPTION
 MN0375
 MN0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0375'THE STATION IS LOCATED 7 MILES SOUTH OF GURLEY, 6 MILES NORTH
 MN0375'OF SIDNEY, BETWEEN U.S. HIGHWAY 385 AND A RAILROAD TRACK,
 MN0375'ON PROPERTY OWNED BY THE BURLINGTON RAILROAD.
 MN0375'
 MN0375'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0375'ON U.S. HIGHWAY 30 FOR 1.6 MILES TO THE JUNCTION OF U.S.
 MN0375'HIGHWAY 385.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 385
 MN0375'FOR 5.35 MILES TO A CROSSROAD AT THE HUNTSMAN ELEVATOR AND THE
 MN0375'AZIMUTH MARK AS DESCRIBED IN THE NORTHWEST CORNER OF THE
 MN0375'INTERSECTION.  CONTINUE STRAIGHT AHEAD AND GO NORTH ON U.S.
 MN0375'HIGHWAY 385 FOR 0.4 MILE TO THE STATION ON THE LEFT AS
 MN0375'DESCRIBED.
 MN0375'
 MN0375'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0375'CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED HUNTSMAN
 MN0375'1963.  IT IS 64.3 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 MN0375'385, 48 FEET EAST OF THE EAST RAIL OF RAILROAD TRACK, 33.3
 MN0375'FEET SOUTHWEST OF A TELEPHONE POLE AND 1.4 FEET EAST OF A
 MN0375'METAL WITNESS POST.
 MN0375'
 MN0375'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0375'12-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES AND IS
 MN0375'STAMPED HUNTSMAN NO 1 1963.  IT IS 35 FEET WEST OF THE CENTER
 MN0375'OF U.S. HIGHWAY 385, 1.3 FEET SOUTHWEST OF A METAL WITNESS
 MN0375'POST AND 1 FOOT SOUTH-SOUTHWEST OF A TELEPHONE POLE.
 MN0375'
 MN0375'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0375'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS
 MN0375'STAMPED HUNTSMAN NO 2 1963.  IT IS 83 FEET WEST OF THE CENTER
 MN0375'OF U.S. HIGHWAY 385, 23 FEET EAST OF THE EAST RAIL OF A
 MN0375'RAILROAD TRACK AND 1 FOOT NORTH OF A TELEPHONE POLE.
 MN0375'
 MN0375'B.M. K 9 WAS USED FOR THE AZIMUTH MARK.  IT IS A U.S. COAST
 MN0375'AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 9-INCH
 MN0375'SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS STAMPED
 MN0375'K 9 1933 4283.640.  IT IS 54 FEET WEST OF THE CENTER OF U.S.
 MN0375'HIGHWAY 385, 33-1/2 EAST OF THE EAST RAIL OF A RAILROAD TRACK,
 MN0375'10-1/2 FEET NORTH OF A POWER POLE AND 1.3 FEET NORTH OF A
 MN0375'METAL WITNESS POST.
 MN0375
 MN0375                          STATION RECOVERY (1985)
 MN0375
 MN0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0375'10.4 KM (6.45 MI) SOUTH FROM GURLEY.
 MN0375'10.4 KM (6.45 MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN
 MN0375'STREET AT GURLEY, 19.5 METERS (64 FT) WEST OF THE HIGHWAY CENTERLINE
 MN0375'AND 14.6 METERS (48 FT) EAST OF THE EAST RAIL OF THE BURLINGTON
 MN0375'NORTHERN RAILROAD.
 MN0375'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MN0375'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0485 ***********************************************************************
 NO0485  DESIGNATION -  HYANNIS
 NO0485  PID         -  NO0485
 NO0485  STATE/COUNTY-  NE/GRANT
 NO0485  USGS QUAD   -  HYANNIS NORTH (1989)
 NO0485
 NO0485                         *CURRENT SURVEY CONTROL
 NO0485  ___________________________________________________________________
 NO0485* NAD 83(1995)-  42 00 49.09351(N)    101 47 08.51720(W)     ADJUSTED  
 NO0485* NAVD 88     -      1220.     (meters)    4003.     (feet)  SCALED    
 NO0485  ___________________________________________________________________
 NO0485  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 NO0485  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 NO0485
 NO0485  HORZ ORDER  -  SECOND
 NO0485
 NO0485.The horizontal coordinates were established by classical geodetic methods
 NO0485.and adjusted by the National Geodetic Survey in August 1997..
 NO0485
 NO0485.The orthometric height was scaled from a topographic map.
 NO0485
 NO0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0485
 NO0485.The geoid height was determined by GEOID03.
 NO0485
 NO0485;                    North         East     Units Scale Factor Converg.
 NO0485;SPC NE       -   243,599.239   352,140.264   MT  0.99969781   -1 11 00.2
 NO0485;UTM  14      - 4,655,044.999   269,334.669   MT  1.00025475   -1 51 55.1
 NO0485
 NO0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0485!SPC NE       -   0.99981165  x   0.99969781  =   0.99950951
 NO0485!UTM  14      -   0.99981165  x   1.00025475  =   1.00006635
 NO0485
 NO0485|---------------------------------------------------------------------|
 NO0485| PID    Reference Object                     Distance      Geod. Az  |
 NO0485|                                                           dddmmss.s |
 NO0485| CQ4049 HYANNIS RM 1                         22.396 METERS 05659     |
 NO0485| CQ4048 HYANNIS AZ MK                                      1222227.0 |
 NO0485| CQ4050 HYANNIS RM 2                         19.260 METERS 14024     |
 NO0485|---------------------------------------------------------------------|
 NO0485
 NO0485                          SUPERSEDED SURVEY CONTROL
 NO0485
 NO0485  NAD 83(1986)-  42 00 49.09163(N)    101 47 08.52100(W) AD(       ) 2
 NO0485  NAD 27      -  42 00 49.14900(N)    101 47 06.88000(W) AD(       ) 2
 NO0485
 NO0485.Superseded values are not recommended for survey control.
 NO0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0485.See file dsdata.txt to determine how the superseded data were derived.
 NO0485
 NO0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6933555045(NAD 83)
 NO0485_MARKER: DS = TRIANGULATION STATION DISK
 NO0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0485
 NO0485  HISTORY     - Date     Condition        Report By
 NO0485  HISTORY     - 1946     MONUMENTED       CGS
 NO0485
 NO0485                          STATION DESCRIPTION
 NO0485
 NO0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0485'THE STATION IS ON THE SUMMIT OF A LARGE GRASS-COVERED SAND
 NO0485'HILL LOCATED 1.5 MILES, AIR LINE, NORTHWEST OF HYANNIS AND
 NO0485'ABOUT 0.6 MILE NORTH OF STATE HIGHWAY NO. 2.  IT PROJECTS
 NO0485'6 INCHES AND IS STAMPED HYANNIS 1946.
 NO0485'
 NO0485'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 NO0485'AND IS 3 FEET BELOW STATION ELEVATION.  IT PROJECTS 6 INCHES
 NO0485'AND IS STAMPED HYANNIS NO 1 1946.
 NO0485'
 NO0485'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE HILL
 NO0485'AND IS 3.5 FEET BELOW STATION ELEVATION.  IT PROJECTS 6 INCHES
 NO0485'AND IS STAMPED HYANNIS NO 2 1946.
 NO0485'
 NO0485'AZIMUTH MARK IS LOCATED AT THE NORTHWEST EDGE OF THE VILLAGE
 NO0485'OF HYANNIS.  IT IS 71 FEET NORTH OF A FENCE CORNER, 34 FEET WEST
 NO0485'OF THE CENTER OF A GRAVELED ROAD, 3 FEET NORTH OF A 4 X 4-INCH
 NO0485'WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE.  IT PROJECTS
 NO0485'4 INCHES AND IS STAMPED HYANNIS 1946.
 NO0485'
 NO0485'TO REACH THE STATION FROM HYANNIS HOTEL IN HYANNIS, GO WEST
 NO0485'ON STATE HIGHWAY NO. 2 FOR 0.25 MILE TO A T ROAD RIGHT, NORTH,
 NO0485'TURN RIGHT ON GRAVELED ROAD CROSSING RAILROAD AND CONTINUE
 NO0485'NORTH FOR 0.85 MILE TO A FORK, TAKE LEFT FORK, WEST, AND GO
 NO0485'0.9 MILE TO A CATTLE GUARD, CROSS OVER CATTLE GUARD, TURN LEFT,
 NO0485'SOUTH, LEAVING ROAD AND DRIVE SOUTH AND SOUTHWEST UP STEEP
 NO0485'GRASSY SLOPE FOR 0.55 MILE TO THE HIGHEST POINT AND THE STATION
 NO0485'AS DESCRIBED.
 NO0485'
 NO0485'TO REACH THE AZIMUTH MARK FROM HYANNIS HOTEL IN HYANNIS, GO
 NO0485'WEST ON STATE HIGHWAY NO. 2 FOR 0.25 MILE TO A T ROAD RIGHT,
 NO0485'NORTH, TURN RIGHT ON GRAVELED ROAD CROSSING RAILROAD AND
 NO0485'CONTINUE NORTH FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT
 NO0485'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0280 ***********************************************************************
 LH0280  DESIGNATION -  I
 LH0280  PID         -  LH0280
 LH0280  STATE/COUNTY-  NE/ADAMS
 LH0280  USGS QUAD   -  AYR (1969)
 LH0280
 LH0280                         *CURRENT SURVEY CONTROL
 LH0280  ___________________________________________________________________
 LH0280* NAD 83(1986)-  40 26 15.     (N)    098 26 22.     (W)     SCALED    
 LH0280* NAVD 88     -       560.217  (meters)    1837.98   (feet)  ADJUSTED  
 LH0280  ___________________________________________________________________
 LH0280  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 LH0280  DYNAMIC HT  -         559.903 (meters)    1836.95  (feet)  COMP
 LH0280  MODELED GRAV-     980,045.8   (mgal)                       NAVD 88
 LH0280
 LH0280  VERT ORDER  -  FIRST     CLASS II
 LH0280
 LH0280.The horizontal coordinates were scaled from a topographic map and have
 LH0280.an estimated accuracy of +/- 6 seconds.
 LH0280
 LH0280.The orthometric height was determined by differential leveling
 LH0280.and adjusted by the National Geodetic Survey in June 1991..
 LH0280
 LH0280.The geoid height was determined by GEOID03.
 LH0280
 LH0280.The dynamic height is computed by dividing the NAVD 88
 LH0280.geopotential number by the normal gravity value computed on the
 LH0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0280.degrees latitude (g = 980.6199 gals.).
 LH0280
 LH0280.The modeled gravity was interpolated from observed gravity values.
 LH0280
 LH0280;                    North         East    Units  Estimated Accuracy
 LH0280;SPC NE       -    68,280.      632,380.      MT  (+/- 180 meters Scaled)
 LH0280
 LH0280                          SUPERSEDED SURVEY CONTROL
 LH0280
 LH0280  NGVD 29 (??/??/92)  559.997  (m)         1837.26   (f) ADJ UNCH    1 2
 LH0280
 LH0280.Superseded values are not recommended for survey control.
 LH0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0280.See file dsdata.txt to determine how the superseded data were derived.
 LH0280
 LH0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK475764(NAD 83)
 LH0280_MARKER: Z = SEE DESCRIPTION
 LH0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0280_SP_SET: STONE POST
 LH0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0280+STABILITY: SURFACE MOTION
 LH0280
 LH0280  HISTORY     - Date     Condition        Report By
 LH0280  HISTORY     - UNK      MONUMENTED       CGS
 LH0280  HISTORY     - 1947     GOOD             NGS
 LH0280
 LH0280                          STATION DESCRIPTION
 LH0280
 LH0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0280'AT AYR.
 LH0280'AT AYR, 51.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LH0280'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, SET BETWEEN
 LH0280'THE TRACKS, 23.4 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 LH0280'20.7 FEET EAST OF THE EAST RAIL OF A SIDE TRACK, 7.0 FEET EAST
 LH0280'OF THE CENTER ONE OF THREE TREES, 1.0 FOOT SOUTH OF A REFERENCE
 LH0280'POST, THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS
 LH0280'USBM CUT IN THE TOP OF A LIMESTONE POST WHICH PROJECTS 0.1 FOOT
 LH0280'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0147 ***********************************************************************
 NN0147  DESIGNATION -  I 2
 NN0147  PID         -  NN0147
 NN0147  STATE/COUNTY-  NE/ANTELOPE
 NN0147  USGS QUAD   -  ORCHARD (1986)
 NN0147
 NN0147                         *CURRENT SURVEY CONTROL
 NN0147  ___________________________________________________________________
 NN0147* NAD 83(1986)-  42 20 07.     (N)    098 07 34.     (W)     SCALED    
 NN0147* NAVD 88     -       569.452  (meters)    1868.28   (feet)  ADJUSTED  
 NN0147  ___________________________________________________________________
 NN0147  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 NN0147  DYNAMIC HT  -         569.225 (meters)    1867.53  (feet)  COMP
 NN0147  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 NN0147
 NN0147  VERT ORDER  -  FIRST     CLASS II
 NN0147
 NN0147.The horizontal coordinates were scaled from a topographic map and have
 NN0147.an estimated accuracy of +/- 6 seconds.
 NN0147
 NN0147.The orthometric height was determined by differential leveling
 NN0147.and adjusted by the National Geodetic Survey in June 1991..
 NN0147
 NN0147.The geoid height was determined by GEOID03.
 NN0147
 NN0147.The dynamic height is computed by dividing the NAVD 88
 NN0147.geopotential number by the normal gravity value computed on the
 NN0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0147.degrees latitude (g = 980.6199 gals.).
 NN0147
 NN0147.The modeled gravity was interpolated from observed gravity values.
 NN0147
 NN0147;                    North         East    Units  Estimated Accuracy
 NN0147;SPC NE       -   279,460.      654,390.      MT  (+/- 180 meters Scaled)
 NN0147
 NN0147                          SUPERSEDED SURVEY CONTROL
 NN0147
 NN0147.No superseded survey control is available for this station.
 NN0147
 NN0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM719873(NAD 83)
 NN0147_MARKER: DB = BENCH MARK DISK
 NN0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0147+STABILITY: SURFACE MOTION
 NN0147
 NN0147  HISTORY     - Date     Condition        Report By
 NN0147  HISTORY     - UNK      MONUMENTED       CGS
 NN0147  HISTORY     - 1946     MARK NOT FOUND   NGS
 NN0147  HISTORY     - 1961     MARK NOT FOUND   NGS
 NN0147
 NN0147                          STATION DESCRIPTION
 NN0147
 NN0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0147'AT ROYAL.
 NN0147'AT ROYAL, ANTELOPE COUNTY, AT THE 1900 SITE OF THE CHICAGO
 NN0147'BURLINGTON AND QUINCY RAILROAD STATION, 57 YARDS WEST OF THE WEST
 NN0147'END, 13 YARDS NORTH OF THE NORTH RAIL, IN LINE WITH THE WEST
 NN0147'ROW OF PILES SUPPORTING THE WATER TANK, AND 8 FEET NORTH OF
 NN0147'THE NORTH PILE.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE
 NN0147'LETTERS USBM IN THE TOP OF A LIMESTONE POST.
 NN0147
 NN0147                          STATION RECOVERY (1961)
 NN0147
 NN0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NN0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0249 ***********************************************************************
 MN0249  DESIGNATION -  I 3
 MN0249  PID         -  MN0249
 MN0249  STATE/COUNTY-  NE/KIMBALL
 MN0249  USGS QUAD   -  KIMBALL (1972)
 MN0249
 MN0249                         *CURRENT SURVEY CONTROL
 MN0249  ___________________________________________________________________
 MN0249* NAD 83(1986)-  41 12 24.     (N)    103 40 56.     (W)     SCALED    
 MN0249* NAVD 88     -      1501.299  (meters)    4925.51   (feet)  ADJUSTED  
 MN0249  ___________________________________________________________________
 MN0249  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 MN0249  DYNAMIC HT  -        1500.192 (meters)    4921.88  (feet)  COMP
 MN0249  MODELED GRAV-     979,833.0   (mgal)                       NAVD 88
 MN0249
 MN0249  VERT ORDER  -  SECOND    CLASS 0
 MN0249
 MN0249.The horizontal coordinates were scaled from a topographic map and have
 MN0249.an estimated accuracy of +/- 6 seconds.
 MN0249
 MN0249.The orthometric height was determined by differential leveling
 MN0249.and adjusted by the National Geodetic Survey in June 1991..
 MN0249
 MN0249.The geoid height was determined by GEOID03.
 MN0249
 MN0249.The dynamic height is computed by dividing the NAVD 88
 MN0249.geopotential number by the normal gravity value computed on the
 MN0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0249.degrees latitude (g = 980.6199 gals.).
 MN0249
 MN0249.The modeled gravity was interpolated from observed gravity values.
 MN0249
 MN0249;                    North         East    Units  Estimated Accuracy
 MN0249;SPC NE       -   159,050.      191,360.      MT  (+/- 180 meters Scaled)
 MN0249
 MN0249                          SUPERSEDED SURVEY CONTROL
 MN0249
 MN0249  NGVD 29 (??/??/92) 1500.594  (m)         4923.20   (f) ADJ UNCH    2 0
 MN0249
 MN0249.Superseded values are not recommended for survey control.
 MN0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0249.See file dsdata.txt to determine how the superseded data were derived.
 MN0249
 MN0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF104625(NAD 83)
 MN0249_MARKER: DD = SURVEY DISK
 MN0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0249_STAMPING: I3
 MN0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0249+STABILITY: SURFACE MOTION
 MN0249
 MN0249  HISTORY     - Date     Condition        Report By
 MN0249  HISTORY     - UNK      MONUMENTED       DOD
 MN0249  HISTORY     - 1960     GOOD             NGS
 MN0249
 MN0249                          STATION DESCRIPTION
 MN0249
 MN0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MN0249'3 MI SW FROM KIMBALL.
 MN0249'0.1 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT KIMBALL,
 MN0249'NEBRASKA, THENCE 1.9 MILES SOUTH ON STATE HIGHWAY 29, THENCE 1.0
 MN0249'MILE WEST ON GRAVEL ROAD, 28 FEET NORTH OF CENTER OF ROAD, 24
 MN0249'FEET WEST OF FIELD ROAD, 2 FEET SOUTH OF WITNESS POST, ABOUT LEVEL
 MN0249'WITH ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE
 MN0249'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4161 ***********************************************************************
 AB4161  SACS        -  This is a Secondary Airport Control Station.
 AB4161  DESIGNATION -  IBM A
 AB4161  PID         -  AB4161
 AB4161  STATE/COUNTY-  NE/KIMBALL
 AB4161  USGS QUAD   -  KIMBALL (1972)
 AB4161
 AB4161                         *CURRENT SURVEY CONTROL
 AB4161  ___________________________________________________________________
 AB4161* NAD 83(1995)-  41 11 13.37284(N)    103 40 30.38561(W)     ADJUSTED  
 AB4161* NAVD 88     -      1497.23   (meters)    4912.2    (feet)  GPS OBS   
 AB4161  ___________________________________________________________________
 AB4161  X           -  -1,136,700.052 (meters)                     COMP
 AB4161  Y           -  -4,671,751.036 (meters)                     COMP
 AB4161  Z           -   4,179,051.969 (meters)                     COMP
 AB4161  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 AB4161  ELLIP HEIGHT-        1478.54  (meters)          (01/02/02) GPS OBS
 AB4161  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 AB4161
 AB4161  HORZ ORDER  -  FIRST
 AB4161  ELLP ORDER  -  FOURTH    CLASS II
 AB4161
 AB4161.This mark is at Kimball Mun/robert E Arraj Field Airport (IBM)
 AB4161
 AB4161.The horizontal coordinates were established by GPS observations
 AB4161.and adjusted by the National Geodetic Survey in September 1998..
 AB4161
 AB4161.The orthometric height was determined by GPS observations and a
 AB4161.high-resolution geoid model.
 AB4161
 AB4161.GPS derived orthometric heights for airport stations designated as
 AB4161.PACS or SACS are published to 2 decimal places.  This maintains
 AB4161.centimeter relative accuracy between the PACS and SACS.  It does
 AB4161.not indicate centimeter accuracy relative to other marks which are
 AB4161.part of the NAVD 88 network.
 AB4161
 AB4161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4161
 AB4161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4161
 AB4161.The ellipsoidal height was determined by GPS observations
 AB4161.and is referenced to NAD 83.
 AB4161
 AB4161.The geoid height was determined by GEOID03.
 AB4161
 AB4161;                    North         East     Units Scale Factor Converg.
 AB4161;SPC NE       -   156,847.116   191,863.301   MT  0.99967399   -2 26 07.7
 AB4161;UTM  13      - 4,560,367.554   611,111.256   MT  0.99975194   +0 52 21.2
 AB4161
 AB4161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4161!SPC NE       -   0.99976813  x   0.99967399  =   0.99944220
 AB4161!UTM  13      -   0.99976813  x   0.99975194  =   0.99952013
 AB4161
 AB4161|---------------------------------------------------------------------|
 AB4161| PID    Reference Object                     Distance      Geod. Az  |
 AB4161|                                                           dddmmss.s |
 AB4161| MN0663 KIMPORT                             383.411 METERS 04538     |
 AB4161|---------------------------------------------------------------------|
 AB4161
 AB4161                          SUPERSEDED SURVEY CONTROL
 AB4161
 AB4161  ELLIP H (09/17/98) 1478.58   (m)                       GP(       ) 4 2
 AB4161
 AB4161.Superseded values are not recommended for survey control.
 AB4161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4161.See file dsdata.txt to determine how the superseded data were derived.
 AB4161
 AB4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1111160368(NAD 83)
 AB4161_MARKER: DD = SURVEY DISK
 AB4161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4161_STAMPING: IBM A 1995
 AB4161_MARK LOGO: NGS   
 AB4161_PROJECTION: FLUSH
 AB4161_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4161+STABILITY: SURFACE MOTION
 AB4161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4161+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 AB4161_ROD/PIPE-DEPTH: 1.0  meters
 AB4161
 AB4161  HISTORY     - Date     Condition        Report By
 AB4161  HISTORY     - 1995     MONUMENTED       NGS
 AB4161  HISTORY     - 19970730 GOOD             NGS
 AB4161  HISTORY     - 20060111 GOOD             NDA
 AB4161
 AB4161                          STATION DESCRIPTION
 AB4161
 AB4161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4161'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) EAST-SOUTHEAST OF
 AB4161'BUSHNELL, 3.1 MI (5.0 KM) SOUTH OF KIMBALL, AT THE KIMBALL
 AB4161'MUNICIPAL/ROBERT E. ARRAJ FIELD AND SOUTHWEST OF THE JUNCTION OF A
 AB4161'CONNECTOR TAXIWAY AND THE RUNWAY.  OWNERSHIP--KIMBALL AIRPORT
 AB4161'AUTHORITY, BOX 666, KIMBALL NE 69145.  AIRPORT MANAGER IS MIKE THIEL,
 AB4161'PHONE (308) 235-4541.  TO REACH THE STATION FROM THE JUNCTION OF
 AB4161'INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 71 (ABOUT 1.0 MI (1.6 KM)
 AB4161'SOUTH OF KIMBALL), GO SOUTH ON STATE HIGHWAY 71 FOR 1.7 MI (2.7 KM) TO
 AB4161'AN INTERSECTION, TURN RIGHT AND GO WEST ON GRAVEL ROAD 28 FOR 0.4 MI
 AB4161'(0.6 KM) TO A AIRPORT ENTRANCE LEFT, TURN LEFT AND GO SOUTH THEN
 AB4161'SOUTHWEST BETWEEN THE HANGARS ON THE APRON THEN A CONNECTOR TAXIWAY
 AB4161'FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF A TAXIWAY (OLD RUNWAY),
 AB4161'CONTINUE AHEAD AND GO SOUTHWEST ON THE CONNECTOR TAXIWAY FOR 0.2 MI
 AB4161'(0.3 KM) TO THE JUNCTION WITH RUNWAY 10/28, BEAR RIGHT AND GO
 AB4161'WEST-NORTHWEST ON THE RUNWAY FOR 0.05 MI (0.08 KM) TO THE STATION ON
 AB4161'LEFT, ABOUT 6 FT (1.8 M) HIGHER THAN THE RUNWAY.  THE STATION IS THE
 AB4161'CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG
 AB4161'FENO PIPE ENCASED IN A 13 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB4161'CONCRETE.  THE LOGO CAP AND CONCRETE ARE FLUSH WITH GROUND.  THREE
 AB4161'CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE FENO PIPE.
 AB4161'LOCATED 194.5 FT (59.3 M) SOUTH-SOUTHWEST OF THE RUNWAY CENTER, 89.7
 AB4161'FT (27.3 M) NORTH NORTHEAST OF A WITNESS POST SET AT A FENCE LINE
 AB4161'BRACE POST, 4.0 FT (1.2 M) NORTH-NORTHEAST OF THE APPROXIMATE EDGE OF
 AB4161'A CULTIVATED FIELD, 1.2 FT (0.4 M) EAST OF A WITNESS POST AND 1.1 FT
 AB4161'(0.3 M) WEST OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4161
 AB4161                          STATION RECOVERY (1997)
 AB4161
 AB4161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4161'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE CURRENT
 AB4161'AIRPORT MANAGER IS JOHN FOOTE (308) 235-3858.  THE NEW POST OFFICE BOX
 AB4161'IS HC 54 BOX 58.
 AB4161
 AB4161                          STATION RECOVERY (2006)
 AB4161
 AB4161'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 AB4161'OLD RUNWAY/TAXIWAY REMOVED BUT STILL NOTICEABLE.
 AB4161' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4162 ***********************************************************************
 AB4162  SACS        -  This is a Secondary Airport Control Station.
 AB4162  DESIGNATION -  IML A
 AB4162  PID         -  AB4162
 AB4162  STATE/COUNTY-  NE/CHASE
 AB4162  USGS QUAD   -  IMPERIAL MUNI. AIRPORT (1973)
 AB4162
 AB4162                         *CURRENT SURVEY CONTROL
 AB4162  ___________________________________________________________________
 AB4162* NAD 83(1995)-  40 30 15.43946(N)    101 36 54.29979(W)     ADJUSTED  
 AB4162* NAVD 88     -       994.73   (meters)    3263.5    (feet)  GPS OBS   
 AB4162  ___________________________________________________________________
 AB4162  X           -    -977,941.331 (meters)                     COMP
 AB4162  Y           -  -4,757,799.511 (meters)                     COMP
 AB4162  Z           -   4,121,353.650 (meters)                     COMP
 AB4162  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AB4162  ELLIP HEIGHT-         972.49  (meters)          (01/02/02) GPS OBS
 AB4162  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 AB4162
 AB4162  HORZ ORDER  -  FIRST
 AB4162  ELLP ORDER  -  FOURTH    CLASS II
 AB4162
 AB4162.This mark is at Imperial Municipal Airport (IML)
 AB4162
 AB4162.The horizontal coordinates were established by GPS observations
 AB4162.and adjusted by the National Geodetic Survey in September 1998..
 AB4162
 AB4162.The orthometric height was determined by GPS observations and a
 AB4162.high-resolution geoid model.
 AB4162
 AB4162.GPS derived orthometric heights for airport stations designated as
 AB4162.PACS or SACS are published to 2 decimal places.  This maintains
 AB4162.centimeter relative accuracy between the PACS and SACS.  It does
 AB4162.not indicate centimeter accuracy relative to other marks which are
 AB4162.part of the NAVD 88 network.
 AB4162
 AB4162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4162
 AB4162.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4162
 AB4162.The ellipsoidal height was determined by GPS observations
 AB4162.and is referenced to NAD 83.
 AB4162
 AB4162.The geoid height was determined by GEOID03.
 AB4162
 AB4162;                    North         East     Units Scale Factor Converg.
 AB4162;SPC NE       -    75,774.895   363,135.694   MT  0.99980999   -1 04 13.1
 AB4162;UTM  14      - 4,487,016.405   278,415.845   MT  1.00020442   -1 41 57.1
 AB4162
 AB4162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4162!SPC NE       -   0.99984747  x   0.99980999  =   0.99965749
 AB4162!UTM  14      -   0.99984747  x   1.00020442  =   1.00005186
 AB4162
 AB4162                          SUPERSEDED SURVEY CONTROL
 AB4162
 AB4162  ELLIP H (09/17/98)  972.56   (m)                       GP(       ) 4 2
 AB4162
 AB4162.Superseded values are not recommended for survey control.
 AB4162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4162.See file dsdata.txt to determine how the superseded data were derived.
 AB4162
 AB4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK7841687016(NAD 83)
 AB4162_MARKER: DD = SURVEY DISK
 AB4162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4162_STAMPING: IML A 1995
 AB4162_MARK LOGO: NGS   
 AB4162_PROJECTION: FLUSH
 AB4162_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4162+STABILITY: SURFACE MOTION
 AB4162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4162+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1997
 AB4162_ROD/PIPE-DEPTH: 1    meters
 AB4162
 AB4162  HISTORY     - Date     Condition        Report By
 AB4162  HISTORY     - 1995     MONUMENTED       NGS
 AB4162  HISTORY     - 19970803 GOOD             NGS
 AB4162
 AB4162                          STATION DESCRIPTION
 AB4162
 AB4162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4162'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF ENDERS, 0.6
 AB4162'MI (1.0 KM) EAST-SOUTHEAST OF IMPERIAL, AT THE IMPERIAL MUNICIPAL
 AB4162'AIRPORT NEAR THE APPROACH END OF RUNWAY 31.  OWNERSHIP--IMPERIAL
 AB4162'AIRPORT AUTHORITY, 637 BROADWAY, IMPERIAL NE 69033.  AIRPORT MANAGER,
 AB4162'STEGGS AERIAL SPRAYING, PHONE (308) 882-5121.  TO REACH THE STATION
 AB4162'FROM THE JUNCTION OF US HIGHWAY 6 AND STATE HIGHWAY 61 NORTH ON THE
 AB4162'EAST EDGE OF IMPERIAL, GO NORTH ON STATE HIGHWAY 61 FOR 0.35 MI (0.56
 AB4162'KM) TO A ROAD RIGHT, TURN RIGHT AND GO EAST THEN NORTHEAST ON THE
 AB4162'AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO THE APRON, CONTINUE AHEAD
 AB4162'AND GO NORTHEAST ON THE APRON THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2
 AB4162'KM) TO THE RUNWAY, TURN RIGHT AND GO SOUTHEAST ON THE PAVED RUNWAY FOR
 AB4162'0.8 MI (1.3 KM) TO THE PAVEMENT END AND THE STATION JUST AHEAD ON THE
 AB4162'LEFT.  THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE
 AB4162'TOP OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 13 CM PVC PIPE WITH
 AB4162'A LOGO CAP THAT IS SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE
 AB4162'ARE FLUSH WITH GROUND.  THREE CIRCULAR PRONGS EXTEND FROM THE BOTTOM
 AB4162'OF THE FENO PIPE.  LOCATED 205.0 FT (62.5 M) EAST OF THE RUNWAY CENTER
 AB4162'AT THE PAVEMENT END, 135.0 FT (41.1 M) EAST-NORTHEAST OF THE EXTENDED
 AB4162'CENTER OF THE RUNWAY, 4.0 FT (1.2 M) NORTH-NORTHWEST OF A DAYLIGHT
 AB4162'RUNWAY MARKER PANEL, 3.3 FT (1.0 M) WEST-SOUTHWEST OF A DAYLIGHT
 AB4162'RUNWAY MARKER PANEL, 1.6 FT (0.5 M) EAST OF A WITNESS POST AND 1.5 FT
 AB4162'(0.5 M) WEST OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4162
 AB4162                          STATION RECOVERY (1997)
 AB4162
 AB4162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4162'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1041 ***********************************************************************
 LG1041  DESIGNATION -  IMMANUEL
 LG1041  PID         -  LG1041
 LG1041  STATE/COUNTY-  NE/JOHNSON
 LG1041  USGS QUAD   -  STERLING (1965)
 LG1041
 LG1041                         *CURRENT SURVEY CONTROL
 LG1041  ___________________________________________________________________
 LG1041* NAD 83(1995)-  40 27 54.41460(N)    096 24 24.49184(W)     ADJUSTED  
 LG1041* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 LG1041  ___________________________________________________________________
 LG1041  LAPLACE CORR-          -7.23  (seconds)                    DEFLEC99
 LG1041  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 LG1041
 LG1041  HORZ ORDER  -  SECOND
 LG1041
 LG1041.The horizontal coordinates were established by classical geodetic methods
 LG1041.and adjusted by the National Geodetic Survey in August 1997..
 LG1041
 LG1041.The orthometric height was scaled from a topographic map.
 LG1041
 LG1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1041
 LG1041.The geoid height was determined by GEOID03.
 LG1041
 LG1041;                    North         East     Units Scale Factor Converg.
 LG1041;SPC NE       -    76,477.857   804,603.029   MT  0.99982204   +2 22 52.3
 LG1041;UTM  14      - 4,482,612.659   719,857.318   MT  1.00019504   +1 41 01.0
 LG1041
 LG1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1041!SPC NE       -   0.99994736  x   0.99982204  =   0.99976941
 LG1041!UTM  14      -   0.99994736  x   1.00019504  =   1.00014239
 LG1041
 LG1041:                Primary Azimuth Mark                     Grid Az
 LG1041:SPC NE       -  IMMANUEL AZ MK RESET                     084 14 15.0
 LG1041:UTM  14      -  IMMANUEL AZ MK RESET                     084 56 06.3
 LG1041
 LG1041|---------------------------------------------------------------------|
 LG1041| PID    Reference Object                     Distance      Geod. Az  |
 LG1041|                                                           dddmmss.s |
 LG1041| CL7143 IMMANUEL AZ MK RESET                               0863707.3 |
 LG1041| LG1040 STERLING MUNICIPAL TANK             APPROX. 2.4 KM 0864704.2 |
 LG1041| CL7142 IMMANUEL AZ MK                                     0904537.2 |
 LG1041| CL7144 IMMANUEL RM 1                        26.560 METERS 09212     |
 LG1041| LG1038 EVANGELICAL JOHANNES CH SPIRE       APPROX. 3.7 KM 1514825.1 |
 LG1041| LG1042 ADAMS MUNICIPAL TANK                APPROX. 9.0 KM 2611258.6 |
 LG1041| CL7146 IMMANUEL RM 3                        22.250 METERS 30606     |
 LG1041| CL7145 IMMANUEL RM 2                        23.448 METERS 33438     |
 LG1041|---------------------------------------------------------------------|
 LG1041
 LG1041                          SUPERSEDED SURVEY CONTROL
 LG1041
 LG1041  NAD 83(1986)-  40 27 54.42242(N)    096 24 24.48881(W) AD(       ) 2
 LG1041  NAD 27      -  40 27 54.42500(N)    096 24 23.43600(W) AD(       ) 2
 LG1041
 LG1041.Superseded values are not recommended for survey control.
 LG1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1041.See file dsdata.txt to determine how the superseded data were derived.
 LG1041
 LG1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1985782613(NAD 83)
 LG1041_MARKER: DS = TRIANGULATION STATION DISK
 LG1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1041
 LG1041  HISTORY     - Date     Condition        Report By
 LG1041  HISTORY     - 1947     MONUMENTED       CGS
 LG1041  HISTORY     - 1958     GOOD             CGS
 LG1041
 LG1041                          STATION DESCRIPTION
 LG1041
 LG1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1041'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF STERLING, 1.0
 LG1041'MILE EAST OF THE IMMANUEL LUTHERAN CHURCH ALONG STATE ROUTE NO 41
 LG1041'NEAR THE CONFLUENCE OF THE NORTH FORK AND MIDDLE BRANCH OF
 LG1041'THE NORTH FORK NEMAHA RIVER.  IT IS 32 FEET NORTH OF THE CENTER
 LG1041'OF STATE ROUTE NO 41, 65 FEET NORTHEAST OF THE CENTER OF CROSS
 LG1041'ROADS, 5 FEET WEST OF WHITE WITNESS POST AND 2 FEET SOUTH OF
 LG1041'EAST-WEST FENCE LINE.  IT IS STAMPED IMMANUEL 1947 AND PROJECTS
 LG1041'4 INCHES.
 LG1041'
 LG1041'REFERENCE MARK NO 1 IS EAST OF THE STATION, 32 FEET NORTH OF THE
 LG1041'CENTER OF STATE ROUTE NO 41 AND 1 FOOT SOUTH OF EAST-WEST
 LG1041'FENCE LINE.  IT IS STAMPED IMMANUEL NO 1 1947 AND PROJECTS 4
 LG1041'INCHES.
 LG1041'
 LG1041'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET UNDER
 LG1041'THE NORTH-SOUTH FENCE LINE, 15 FEET EAST OF THE CENTER OF
 LG1041'NORTH-SOUTH SECTION LINE ROAD.  IT IS STAMPED IMMANUEL NO 2 1947
 LG1041'AND PROJECTS 4 INCHES.
 LG1041'
 LG1041'THE AZIMUTH MARK IS ABOUT 1.15 MILE EAST OF THE STATION, 25
 LG1041'FEET SOUTH OF THE CENTER OF STATE ROUTE 41, 2 FEET WEST OF WHITE
 LG1041'WITNESS POST AND 6 INCHES NORTH OF EAST-WEST FENCE LINE.  IT IS
 LG1041'STAMPED IMMANUEL 1947 AND PROJECTS 6 INCHES.
 LG1041'
 LG1041'TO REACH THE STATION FROM THE GEM THEATRE IN STERLING, GO NORTH
 LG1041'FOR 0.4 MILE TO STATE ROUTE NO 41, TURN LEFT AND GO WEST FOR
 LG1041'0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 LG1041'CONTINUE WEST ON STATE ROUTE 41 FOR 1.15 MILES TO THE STATION
 LG1041'ON THE RIGHT AS DESCRIBED.
 LG1041'
 LG1041'A 74 FOOT SIGNAL AT STATION STERLING IS V.G.
 LG1041'
 LG1041'AN 87 FOOT SIGNAL AT STATION WEST POINT IS VISIBLE AT 50 FEET.
 LG1041'
 LG1041'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG1041
 LG1041                          STATION RECOVERY (1958)
 LG1041
 LG1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LG1041'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG1041'GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH HAD BEEN
 LG1041'UPROOTED.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH MARK.
 LG1041'IT WAS RESET AND A NEW REFERENCE MARK ESTABLISHED.  A COMPLETE
 LG1041'DESCRIPTION FOLLOWS.
 LG1041'
 LG1041'STATION IS LOCATED ABOUT 1 AND 1/2 MILES WEST OF STERLING AND
 LG1041'1 MILE EAST OF THE IMMANUEL LUTHERAN CHURCH ALONG STATE HIGHWAY 41
 LG1041'NEAR THE CONFLUENCE OF THE NORTH FORK AND THE MIDDLE BRANCH
 LG1041'OF THE NORTH FORK NEMAHA RIVER, ABOUT 200 FEET OF THE CENTER OF
 LG1041'NEW STATE HIGHWAY 41, 52 FEET EAST OF THE CENTER OF DIRT ROAD
 LG1041'WHICH RUNS NORTH ON THE EAST SIDE OF LEVEE, 33 FEET NORTH OF THE
 LG1041'CENTER OF OLD STATE HIGHWAY 41 (GRAVEL), AND 2 FEET EAST OF
 LG1041'WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 LG1041'STAMPED IMMANUEL 1947.
 LG1041'
 LG1041'REFERENCE MARK NO. 1 IS EAST OF THE STATION, AND 33 FEET NORTH
 LG1041'OF THE CENTER OF OLD STATE HIGHWAY 41.  THE MARK PROJECTS 1
 LG1041'INCH AND THE DISK IS STAMPED IMMANUEL NO 1 1947.
 LG1041'
 LG1041'REFERENCE MARK NO. 3 IS NORTHWEST OF THE STATION, 70 FEET NORTH
 LG1041'OF THE CENTER OF OLD STATE HIGHWAY 41, AND 10 FEET WEST OF THE
 LG1041'CENTER OF DIRT ROAD WHICH RUNS NORTH ALONG THE EAST SIDE OF
 LG1041'LEVEE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LG1041'IMMANUEL NO 3 1947.
 LG1041'
 LG1041'AZIMUTH MARK (RESET) IS 1.0 MILE EAST OF THE STATION, 49 FEET
 LG1041'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF MR. E.R. EILERS
 LG1041'FARMHOUSE, 11 FEET WEST OF THE WEST EDGE OF CONCRETE DRIVEWAY
 LG1041'TO GARAGE, AND 1 FOOT SOUTH OF POWER POLE WITH A METER ATTACHED.
 LG1041'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED IMMANUEL
 LG1041'RESET 1958.
 LG1041'
 LG1041'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 41 AND
 LG1041'MAIN STREET IN THE NORTH PART OF STERLING, GO WEST ON STATE
 LG1041'HIGHWAY 41 FOR 1.5 MILES TO THE STATION ON THE LEFT JUST BEFORE
 LG1041'REACHING A BRIDGE.
 LG1041'
 LG1041'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 1.0 MILE
 LG1041'TO CROSSROADS.  TURN LEFT AND GO NORTH FOR 0.05 MILE TO A
 LG1041'FARMHOUSE ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1032 ***********************************************************************
 LH1032  DESIGNATION -  IMMANUELS LUTHERAN CH CROSS
 LH1032  PID         -  LH1032
 LH1032  STATE/COUNTY-  NE/GOSPER
 LH1032  USGS QUAD   -  ARAPAHOE NE (1971)
 LH1032
 LH1032                         *CURRENT SURVEY CONTROL
 LH1032  ___________________________________________________________________
 LH1032* NAD 83(1995)-  40 25 15.98422(N)    099 52 03.60779(W)     ADJUSTED  
 LH1032* NAVD 88     -                                                        
 LH1032  ___________________________________________________________________
 LH1032  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 LH1032  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 LH1032
 LH1032  HORZ ORDER  -  THIRD
 LH1032
 LH1032.The horizontal coordinates were established by classical geodetic methods
 LH1032.and adjusted by the National Geodetic Survey in August 1997..
 LH1032
 LH1032
 LH1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1032
 LH1032.The geoid height was determined by GEOID03.
 LH1032
 LH1032;                    North         East     Units Scale Factor Converg.
 LH1032;SPC NE       -    65,269.919   511,228.702   MT  0.99983611   +0 05 15.7
 LH1032;UTM  14      - 4,474,859.048   426,392.563   MT  0.99966669   -0 33 45.4
 LH1032
 LH1032                          SUPERSEDED SURVEY CONTROL
 LH1032
 LH1032  NAD 83(1986)-  40 25 15.98919(N)    099 52 03.61102(W) AD(       ) 4
 LH1032  NAD 27      -  40 25 15.96700(N)    099 52 02.16900(W) AD(       ) 3
 LH1032
 LH1032.Superseded values are not recommended for survey control.
 LH1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1032.See file dsdata.txt to determine how the superseded data were derived.
 LH1032
 LH1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2639374859(NAD 83)
 LH1032_MARKER: 91 = CHURCH CROSS
 LH1032
 LH1032  HISTORY     - Date     Condition        Report By
 LH1032  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1032  HISTORY     - 1951     GOOD             CGS
 LH1032
 LH1032                          STATION DESCRIPTION
 LH1032
 LH1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1032'EVANGELICAL LUTHERAN IMMANUELS KIRCHE, U.A.C., 1906 INSCRIBED
 LH1032'ON CORNER STONE.  WHITE FRAME BUILDING WITH GRAY TIN SHINGLED
 LH1032'SPIRE.  LOCATED 8 MILES NORTH AND 1.5 MILES EAST OF ARAPAHOE.
 LH1032'OBSERVED UPON TIP OF SPIRE.
 LH1032'
 LH1032'OBSERVED FROM BRACE, ELKREEK, AND KELLY.
 LH1032
 LH1032                          STATION RECOVERY (1951)
 LH1032
 LH1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1032'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF ELWOOD, 9 MILES
 LH1032'NORTH OF ARAPAHOE AND 97 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1032'DIRT ROAD.
 LH1032'
 LH1032'IT IS A CROSS ON THE TOP OF THE BELFRY WHICH IS AT THE WEST
 LH1032'END OF A WHITE FRAME CHURCH.  THE OVERALL HEIGHT IS 75 FEET.
 LH1032'
 LH1032'THE POINT OBSERVED UPON WAS THE CROSS AT THE APEX OF THE BELFRY.
 LH1032'
 LH1032'TO REACH THE STATION FROM THE POST OFFICE IN ARAPAHOE, GO
 LH1032'NORTH ON U.S. HIGHWAY 283 FOR 0.2 MILE TO ITS JUNCTION WITH
 LH1032'U.S. HIGHWAYS 34 AND 6, CROSS THE HIGHWAYS AND CONTINUE
 LH1032'NORTHERLY ON U.S. HIGHWAY 283 FOR 8.2 MILES TO A CROSS ROAD.
 LH1032'TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 1.45 MILES TO A
 LH1032'CROSS ROAD, TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.15
 LH1032'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LH1032'
 LH1032'PROBABLY THE SAME AS EVANGELICAL LUTHERAN IMMANUEL KIRCHE, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0300 ***********************************************************************
 LJ0300  DESIGNATION -  IMPERIAL
 LJ0300  PID         -  LJ0300
 LJ0300  STATE/COUNTY-  NE/CHASE
 LJ0300  USGS QUAD   -  IMPERIAL (1973)
 LJ0300
 LJ0300                         *CURRENT SURVEY CONTROL
 LJ0300  ___________________________________________________________________
 LJ0300* NAD 83(1986)-  40 31 04.     (N)    101 38 36.     (W)     SCALED    
 LJ0300* NAVD 88     -      1001.326  (meters)    3285.18   (feet)  ADJUSTED  
 LJ0300  ___________________________________________________________________
 LJ0300  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 LJ0300  DYNAMIC HT  -        1000.644 (meters)    3282.95  (feet)  COMP
 LJ0300  MODELED GRAV-     979,909.3   (mgal)                       NAVD 88
 LJ0300
 LJ0300  VERT ORDER  -  SECOND    CLASS 0
 LJ0300
 LJ0300.The horizontal coordinates were scaled from a topographic map and have
 LJ0300.an estimated accuracy of +/- 6 seconds.
 LJ0300
 LJ0300.The orthometric height was determined by differential leveling
 LJ0300.and adjusted by the National Geodetic Survey in June 1991..
 LJ0300
 LJ0300.The geoid height was determined by GEOID03.
 LJ0300
 LJ0300.The dynamic height is computed by dividing the NAVD 88
 LJ0300.geopotential number by the normal gravity value computed on the
 LJ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0300.degrees latitude (g = 980.6199 gals.).
 LJ0300
 LJ0300.The modeled gravity was interpolated from observed gravity values.
 LJ0300
 LJ0300;                    North         East    Units  Estimated Accuracy
 LJ0300;SPC NE       -    77,320.      360,770.      MT  (+/- 180 meters Scaled)
 LJ0300
 LJ0300                          SUPERSEDED SURVEY CONTROL
 LJ0300
 LJ0300  NGVD 29 (??/??/92) 1000.929  (m)         3283.88   (f) ADJ UNCH    2 0
 LJ0300
 LJ0300.Superseded values are not recommended for survey control.
 LJ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0300.See file dsdata.txt to determine how the superseded data were derived.
 LJ0300
 LJ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK760885(NAD 83)
 LJ0300_MARKER: DB = BENCH MARK DISK
 LJ0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0300_SP_SET: CONCRETE FOOTING
 LJ0300_STAMPING: IMPERIAL 1934
 LJ0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0300
 LJ0300  HISTORY     - Date     Condition        Report By
 LJ0300  HISTORY     - 1934     MONUMENTED       CGS
 LJ0300
 LJ0300                          STATION DESCRIPTION
 LJ0300
 LJ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0300'AT IMPERIAL.
 LJ0300'AT IMPERIAL, AT IMPERIAL FIRE STATION JUST IN FRONT OF IMPERIAL
 LJ0300'WATER TOWER.  IN CENTER OF FIRE ENGINE DOORWAY.  SET IN CONCRETE
 LJ0300'FOOTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0513 ***********************************************************************
 LJ0513  DESIGNATION -  IMPERIAL KROTT SCHOREDER ELEV
 LJ0513  PID         -  LJ0513
 LJ0513  STATE/COUNTY-  NE/CHASE
 LJ0513  USGS QUAD   -  IMPERIAL (1973)
 LJ0513
 LJ0513                         *CURRENT SURVEY CONTROL
 LJ0513  ___________________________________________________________________
 LJ0513* NAD 83(1995)-  40 30 44.47543(N)    101 38 32.43705(W)     ADJUSTED  
 LJ0513* NAVD 88     -                                                        
 LJ0513  ___________________________________________________________________
 LJ0513  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LJ0513  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 LJ0513
 LJ0513  HORZ ORDER  -  THIRD
 LJ0513
 LJ0513.The horizontal coordinates were established by classical geodetic methods
 LJ0513.and adjusted by the National Geodetic Survey in August 1997..
 LJ0513
 LJ0513
 LJ0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0513
 LJ0513.The geoid height was determined by GEOID03.
 LJ0513
 LJ0513;                    North         East     Units Scale Factor Converg.
 LJ0513;SPC NE       -    76,713.714   360,842.900   MT  0.99980757   -1 05 18.2
 LJ0513;UTM  14      - 4,487,980.719   276,132.576   MT  1.00021694   -1 43 02.0
 LJ0513
 LJ0513                          SUPERSEDED SURVEY CONTROL
 LJ0513
 LJ0513  NAD 83(1986)-  40 30 44.47437(N)    101 38 32.43509(W) AD(       ) 4
 LJ0513  NAD 27      -  40 30 44.45100(N)    101 38 30.77900(W) AD(       ) 3
 LJ0513
 LJ0513.Superseded values are not recommended for survey control.
 LJ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0513.See file dsdata.txt to determine how the superseded data were derived.
 LJ0513
 LJ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK7613387981(NAD 83)
 LJ0513
 LJ0513  HISTORY     - Date     Condition        Report By
 LJ0513  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0513  HISTORY     - 1958     GOOD             CGS
 LJ0513
 LJ0513                          STATION DESCRIPTION
 LJ0513
 LJ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 LJ0513'THIS STATION WAS NOT DESCRIBED.  INVESTIGATION REVEALED THAT THE
 LJ0513'ELEVATOR WHICH WAS OPERATED BY THIS FIRM IN 1933 WAS THE SMALLER
 LJ0513'METAL ELEVATOR BESIDE THE RAILROAD.  TWO NEW CONCRETE ELEVATORS
 LJ0513'HAVE BEEN BUILT WHICH DWARF THE ORIGINAL STRUCTURE AND COMPLETELY
 LJ0513'BLOCK IT FROM THE NORTH AND WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0512 ***********************************************************************
 LJ0512  DESIGNATION -  IMPERIAL MUNICIPAL TANK
 LJ0512  PID         -  LJ0512
 LJ0512  STATE/COUNTY-  NE/CHASE
 LJ0512  USGS QUAD   -  IMPERIAL (1973)
 LJ0512
 LJ0512                         *CURRENT SURVEY CONTROL
 LJ0512  ___________________________________________________________________
 LJ0512* NAD 83(1995)-  40 31 03.62744(N)    101 38 36.92987(W)     ADJUSTED  
 LJ0512* NAVD 88     -                                                        
 LJ0512  ___________________________________________________________________
 LJ0512  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LJ0512  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 LJ0512
 LJ0512  HORZ ORDER  -  THIRD
 LJ0512
 LJ0512.The horizontal coordinates were established by classical geodetic methods
 LJ0512.and adjusted by the National Geodetic Survey in August 1997..
 LJ0512
 LJ0512
 LJ0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0512
 LJ0512.The geoid height was determined by GEOID03.
 LJ0512
 LJ0512;                    North         East     Units Scale Factor Converg.
 LJ0512;SPC NE       -    77,306.260   360,748.396   MT  0.99980598   -1 05 21.1
 LJ0512;UTM  14      - 4,488,574.510   276,044.546   MT  1.00021742   -1 43 05.5
 LJ0512
 LJ0512                          SUPERSEDED SURVEY CONTROL
 LJ0512
 LJ0512  NAD 83(1986)-  40 31 03.62647(N)    101 38 36.92810(W) AD(       ) 4
 LJ0512  NAD 27      -  40 31 03.64400(N)    101 38 35.33500(W) AD(       ) 3
 LJ0512
 LJ0512.Superseded values are not recommended for survey control.
 LJ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0512.See file dsdata.txt to determine how the superseded data were derived.
 LJ0512
 LJ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK7604588575(NAD 83)
 LJ0512_MARKER: 53 = ELEVATED TANK
 LJ0512
 LJ0512  HISTORY     - Date     Condition        Report By
 LJ0512  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0512  HISTORY     - 1958     GOOD             CGS
 LJ0512  HISTORY     - 1969     GOOD             CGS
 LJ0512
 LJ0512                          STATION DESCRIPTION
 LJ0512
 LJ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 LJ0512'THE STATION IS THE CENTER OF THE ELEVATED SILVER WATER TANK
 LJ0512'SET ON FOUR BLACK PAINTED LEGS.  IT LIES ON THE WEST SIDE OF U.S.
 LJ0512'HIGHWAY 6 IN IMPERIAL.  THE NAME IMPERIAL IS PAINTED ON THE TANK.
 LJ0512
 LJ0512                          STATION RECOVERY (1969)
 LJ0512
 LJ0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LJ0512'STATION RECOVERED IN GOOD CONDITION.
 LJ0512'
 LJ0512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT IMPERIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0537 ***********************************************************************
 LJ0537  FBN         -  This is a Federal Base Network Control Station.
 LJ0537  PACS        -  This is a Primary Airport Control Station.
 LJ0537  DESIGNATION -  IMPERPORT
 LJ0537  PID         -  LJ0537
 LJ0537  STATE/COUNTY-  NE/CHASE
 LJ0537  USGS QUAD   -  IMPERIAL MUNI. AIRPORT (1973)
 LJ0537
 LJ0537                         *CURRENT SURVEY CONTROL
 LJ0537  ___________________________________________________________________
 LJ0537* NAD 83(1995)-  40 30 35.12945(N)    101 37 17.30485(W)     ADJUSTED  
 LJ0537* NAVD 88     -       995.01   (meters)    3264.5    (feet)  GPS OBS   
 LJ0537  ___________________________________________________________________
 LJ0537  X           -    -978,392.534 (meters)                     COMP
 LJ0537  Y           -  -4,757,304.162 (meters)                     COMP
 LJ0537  Z           -   4,121,815.701 (meters)                     COMP
 LJ0537  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LJ0537  ELLIP HEIGHT-         972.79  (meters)          (07/10/01) GPS OBS
 LJ0537  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 LJ0537
 LJ0537  HORZ ORDER  -  B
 LJ0537  ELLP ORDER  -  FOURTH    CLASS I
 LJ0537
 LJ0537.This mark is at Imperial Municipal Airport (IML)
 LJ0537
 LJ0537.The horizontal coordinates were established by GPS observations
 LJ0537.and adjusted by the National Geodetic Survey in June 1996..
 LJ0537
 LJ0537.The orthometric height was determined by GPS observations and a
 LJ0537.high-resolution geoid model.
 LJ0537
 LJ0537.GPS derived orthometric heights for airport stations designated as
 LJ0537.PACS or SACS are published to 2 decimal places.  This maintains
 LJ0537.centimeter relative accuracy between the PACS and SACS.  It does
 LJ0537.not indicate centimeter accuracy relative to other marks which are
 LJ0537.part of the NAVD 88 network.
 LJ0537
 LJ0537.Photographs are available for this station.
 LJ0537
 LJ0537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0537
 LJ0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0537
 LJ0537.The ellipsoidal height was determined by GPS observations
 LJ0537.and is referenced to NAD 83.
 LJ0537
 LJ0537.The geoid height was determined by GEOID03.
 LJ0537
 LJ0537;                    North         East     Units Scale Factor Converg.
 LJ0537;SPC NE       -    76,392.159   362,605.623   MT  0.99980835   -1 04 28.4
 LJ0537;UTM  14      - 4,487,639.698   277,892.374   MT  1.00020727   -1 42 12.8
 LJ0537
 LJ0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0537!SPC NE       -   0.99984742  x   0.99980835  =   0.99965580
 LJ0537!UTM  14      -   0.99984742  x   1.00020727  =   1.00005466
 LJ0537
 LJ0537:                Primary Azimuth Mark                     Grid Az
 LJ0537:SPC NE       -  IMPERPORT AZ MK                          325 14 11.4
 LJ0537:UTM  14      -  IMPERPORT AZ MK                          325 51 55.8
 LJ0537
 LJ0537|---------------------------------------------------------------------|
 LJ0537| PID    Reference Object                     Distance      Geod. Az  |
 LJ0537|                                                           dddmmss.s |
 LJ0537| LJ0540 IMPERPORT AZ MK                     APPROX. 0.6 KM 3240943.0 |
 LJ0537|---------------------------------------------------------------------|
 LJ0537
 LJ0537                          SUPERSEDED SURVEY CONTROL
 LJ0537
 LJ0537  ELLIP H (06/25/96)  972.85   (m)                       GP(       ) 1 1
 LJ0537  ELLIP H (01/07/93)  972.66   (m)                       GP(       ) 4 2
 LJ0537  NAD 83(1986)-  40 30 35.12925(N)    101 37 17.30991(W) AD(       ) 1
 LJ0537  NGVD 29 (02/23/90)  994.5    (m)         3263.     (f) GPS OBS        
 LJ0537
 LJ0537.Superseded values are not recommended for survey control.
 LJ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0537.See file dsdata.txt to determine how the superseded data were derived.
 LJ0537
 LJ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK7789287640(NAD 83)
 LJ0537_MARKER: I = METAL ROD
 LJ0537_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LJ0537_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LJ0537_STAMPING: IMPERPORT 1989
 LJ0537_MARK LOGO: NGS   
 LJ0537_PROJECTION: FLUSH
 LJ0537_MAGNETIC: I = MARKER IS A STEEL ROD
 LJ0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0537+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 LJ0537_ROD/PIPE-DEPTH: 7.77 meters
 LJ0537_SLEEVE-DEPTH  : 0.93 meters
 LJ0537
 LJ0537  HISTORY     - Date     Condition        Report By
 LJ0537  HISTORY     - 1989     MONUMENTED       NGS
 LJ0537  HISTORY     - 19890615 GOOD             NGS
 LJ0537  HISTORY     - 19950809 GOOD             NGS
 LJ0537  HISTORY     - 19970803 GOOD             NGS
 LJ0537  HISTORY     - 20000501 GOOD             NGS
 LJ0537  HISTORY     - 20021016 GOOD             NGS
 LJ0537
 LJ0537                          STATION DESCRIPTION
 LJ0537
 LJ0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0537'THE STATION IS LOCATED ABOUT 0.96 KM (0.60 MI) EAST-SOUTHEAST OF
 LJ0537'IMPERIAL, AT THE IMPERIAL MUNICIPAL AIRPORT, AT THE JUNCTION OF THE
 LJ0537'RUNWAY AND A TURF RUNWAY.  OWNERSHIP--IMPERIAL AIRPORT AUTHORITY, 637
 LJ0537'BROADWAY, IMPERIAL, NE 69033.  THE AIRPORT MANAGER IS KEN OWENS,
 LJ0537'TELEPHONE 308-882-4988 OR 5471.
 LJ0537'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND STATE
 LJ0537'HIGHWAY 61 NORTH, AT THE SOUTHEAST EDGE OF IMPERIAL.  GO NORTH ON
 LJ0537'STATE HIGHWAY 61 FOR 0.56 KM (0.35 MI) TO THE AIRPORT ENTRANCE ON THE
 LJ0537'RIGHT.  TURN RIGHT AND GO EAST THEN NORTH TO THE OFFICE AT THE HANGAR
 LJ0537'BUILDING OF (SILVER WINGS INT.).  CONTINUE TO THE NORTH SIDE OF THE
 LJ0537'BUILDING AND THEN MAKE WAY SOUTHEAST TO THE NORTHEAST TAXIWAY LEADING
 LJ0537'TO RUNWAY 13 THEN GO NORTHEAST ALONG THE TAXIWAY TO RUNWAY 13.  TURN
 LJ0537'RIGHT AND GO SOUTHEAST ALONG THE SOUTHWEST SIDE OF THE RUNWAY FOR 0.56
 LJ0537'KM (0.35 MI) CROSSING A TURF RUNWAY TO THE STATION ON THE RIGHT.
 LJ0537'THE STATION MARK IS 39.9 M (130.9 FT) SOUTH-SOUTHEAST OF A YELLOW
 LJ0537'RUNWAY LIGHT, 35.0 M (114.8 FT) SOUTHWEST OF THE ASPHALT RUNWAY
 LJ0537'CENTERLINE, 34.3 M (112.5 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A
 LJ0537'TURF RUNWAY AND 27.4 M (89.9 FT) WEST OF A RUNWAY LIGHT.
 LJ0537'DESCRIBED BY R.D.BALL.
 LJ0537'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0537
 LJ0537                          STATION RECOVERY (1989)
 LJ0537
 LJ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0537'THE STATION IS LOCATED NEAR THE INTERSECTION OF THE UNPAVED RUNWAY
 LJ0537'3-21 AND THE PAVED RUNWAY 13-31 AT IMPERIAL MUNI AIRPORT.  THE STATION
 LJ0537'IS 110.5 FT (33.7 M) SOUTHEAST OF A DAYMARKER CONE AT CORNER OF
 LJ0537'UNPAVED RUNWAY, 131.2 FT (40.0 M) SOUTHEAST OF A RUNWAY LIGHT AT THE
 LJ0537'SOUTHEAST EDGE OF UNPAVED RUNWAY, 115.5 FT (35.2 M) SOUTHWEST OF THE
 LJ0537'CENTERLINE OF RUNWAY 13-31, AND 89.9 FT (27.4 M) NORTHWEST OF THE
 LJ0537'SECOND RUNWAY LIGHT SOUTHEAST OF THE RUNWAY INTERSECTIONS.  THE
 LJ0537'STATION IS A STAINLESS STEEL ROD SET IN A 5 INCH LOGO CAP FLUSH WITH
 LJ0537'THE GROUND.  THE CAP IS STAMPED IMPERPORT 1989.
 LJ0537
 LJ0537                          STATION RECOVERY (1995)
 LJ0537
 LJ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0537'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF ENDERS, 0.6
 LJ0537'MI (1.0 KM) EAST-SOUTHEAST OF IMPERIAL, AT THE IMPERIAL MUNICIPAL
 LJ0537'AIRPORT AND AT THE JUNCTION OF THE PAVED AND THE TURF RUNWAY.
 LJ0537'OWNERSHIP--IMPERIAL AIRPORT AUTHORITY, 637 BROADWAY, IMPERIAL, NE
 LJ0537'69033.  AIRPORT MANAGER, STEGGS AERIAL SPRAYING, PHONE (308) 882-5121.
 LJ0537'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LJ0537'HIGHWAY 61 NORTH ON THE EAST EDGE OF IMPERIAL, GO NORTH ON STATE
 LJ0537'HIGHWAY 61 FOR 0.35 MI (0.56 KM) TO A ROAD RIGHT, TURN RIGHT AND GO
 LJ0537'EAST THEN NORTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM)
 LJ0537'TO THE APRON, CONTINUE AHEAD AND GO NORTHEAST ON THE APRON THEN A
 LJ0537'CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN RIGHT AND GO
 LJ0537'SOUTHEAST ON THE PAVED RUNWAY FOR 0.3 MI (0.5 KM) CROSSING A TURF
 LJ0537'RUNWAY TO THE STATION ON THE RIGHT.  THE STATION IS 114.8 FT (35.0 M)
 LJ0537'WEST-SOUTHWEST OF THE RUNWAY CENTER, 110.5 FT (33.7 M) SOUTH-SOUTHEAST
 LJ0537'OF THE SOUTH-SOUTHEAST EDGE OF A TURF RUNWAY, 77.8 FT (23.7 M)
 LJ0537'SOUTHEAST OF THE SOUTH-SOUTHEAST END OF A DAYLIGHT RUNWAY MARKER PANEL
 LJ0537'WITH A WITNESS POST, 53.5 FT (16.3 M) WEST-SOUTHWEST OF THE WEST
 LJ0537'CORNER OF A 2 FT (0.6 M) X 2 FT (0.6 M) CONCRETE PAD, 1.3 FT (0.4 M)
 LJ0537'SOUTH OF A SHORT WITNESS POST AND 1.0 FT (0.3 M) NORTH OF A SHORT
 LJ0537'WITNESS POST.  NOTE--RUNWAY LIGHTING IS BEING UPGRADED, NO LIGHTS ARE
 LJ0537'IN PLACE AT THIS TIME.  THIS STATION WAS USED AS AN AREA NAVIGATION
 LJ0537'APPROACH PRIMARY AIRPORT CONTROL STATION.
 LJ0537
 LJ0537                          STATION RECOVERY (1997)
 LJ0537
 LJ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0537'RECOVERED AS DESCRIBED.
 LJ0537
 LJ0537                          STATION RECOVERY (2000)
 LJ0537
 LJ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 LJ0537'RECOVERED AS DESCRIBED.
 LJ0537
 LJ0537                          STATION RECOVERY (2002)
 LJ0537
 LJ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 LJ0537'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS A PRIMARY AIRPORT
 LJ0537'CONTROL STATION.
 LJ0537' 
 LJ0537'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0540 ***********************************************************************
 LJ0540  SACS        -  This is a Secondary Airport Control Station.
 LJ0540  DESIGNATION -  IMPERPORT AZ MK
 LJ0540  PID         -  LJ0540
 LJ0540  STATE/COUNTY-  NE/CHASE
 LJ0540  USGS QUAD   -  IMPERIAL MUNI. AIRPORT (1973)
 LJ0540
 LJ0540                         *CURRENT SURVEY CONTROL
 LJ0540  ___________________________________________________________________
 LJ0540* NAD 83(1995)-  40 30 49.60383(N)    101 37 31.00228(W)     ADJUSTED  
 LJ0540* NAVD 88     -       996.72   (meters)    3270.1    (feet)  GPS OBS   
 LJ0540  ___________________________________________________________________
 LJ0540  X           -    -978,650.261 (meters)                     COMP
 LJ0540  Y           -  -4,756,956.336 (meters)                     COMP
 LJ0540  Z           -   4,122,156.311 (meters)                     COMP
 LJ0540  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LJ0540  ELLIP HEIGHT-         974.51  (meters)          (01/02/02) GPS OBS
 LJ0540  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 LJ0540
 LJ0540  HORZ ORDER  -  FIRST
 LJ0540  ELLP ORDER  -  FOURTH    CLASS II
 LJ0540
 LJ0540.This mark is at Imperial Municipal Airport (IML)
 LJ0540
 LJ0540.The horizontal coordinates were established by GPS observations
 LJ0540.and adjusted by the National Geodetic Survey in September 1998..
 LJ0540
 LJ0540.The orthometric height was determined by GPS observations and a
 LJ0540.high-resolution geoid model.
 LJ0540
 LJ0540.GPS derived orthometric heights for airport stations designated as
 LJ0540.PACS or SACS are published to 2 decimal places.  This maintains
 LJ0540.centimeter relative accuracy between the PACS and SACS.  It does
 LJ0540.not indicate centimeter accuracy relative to other marks which are
 LJ0540.part of the NAVD 88 network.
 LJ0540
 LJ0540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0540
 LJ0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0540
 LJ0540.The ellipsoidal height was determined by GPS observations
 LJ0540.and is referenced to NAD 83.
 LJ0540
 LJ0540.The geoid height was determined by GEOID03.
 LJ0540
 LJ0540;                    North         East     Units Scale Factor Converg.
 LJ0540;SPC NE       -    76,844.520   362,291.651   MT  0.99980714   -1 04 37.4
 LJ0540;UTM  14      - 4,488,095.661   277,583.264   MT  1.00020897   -1 42 22.2
 LJ0540
 LJ0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0540!SPC NE       -   0.99984715  x   0.99980714  =   0.99965432
 LJ0540!UTM  14      -   0.99984715  x   1.00020897  =   1.00005609
 LJ0540
 LJ0540:                Primary Azimuth Mark                     Grid Az
 LJ0540:SPC NE       -  IMPERPORT                                145 14 11.5
 LJ0540:UTM  14      -  IMPERPORT                                145 51 56.3
 LJ0540
 LJ0540|---------------------------------------------------------------------|
 LJ0540| PID    Reference Object                     Distance      Geod. Az  |
 LJ0540|                                                           dddmmss.s |
 LJ0540| LJ0537 IMPERPORT                           APPROX. 0.6 KM 1440934.1 |
 LJ0540|---------------------------------------------------------------------|
 LJ0540
 LJ0540                          SUPERSEDED SURVEY CONTROL
 LJ0540
 LJ0540  ELLIP H (09/17/98)  974.57   (m)                       GP(       ) 4 2
 LJ0540  NAD 83(1995)-  40 30 49.60418(N)    101 37 31.00312(W) AD(       ) 3
 LJ0540  ELLIP H (08/18/97)  974.53   (m)                       GP(       ) 4 1
 LJ0540  ELLIP H (01/07/93)  974.37   (m)                       GP(       ) 4 2
 LJ0540  NAD 83(1986)-  40 30 49.60329(N)    101 37 31.00758(W) AD(       ) 3
 LJ0540  NGVD 29 (02/23/90)  996.3    (m)         3269.     (f) GPS OBS        
 LJ0540
 LJ0540.Superseded values are not recommended for survey control.
 LJ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0540.See file dsdata.txt to determine how the superseded data were derived.
 LJ0540
 LJ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK7758388096(NAD 83)
 LJ0540_MARKER: I = METAL ROD
 LJ0540_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LJ0540_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LJ0540_STAMPING: IMPERPORT AZ MK 1989
 LJ0540_MARK LOGO: NGS   
 LJ0540_PROJECTION: FLUSH
 LJ0540_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LJ0540+STABILITY: POSITION/ELEVATION WELL
 LJ0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0540+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1997
 LJ0540_ROD/PIPE-DEPTH: 8.01 meters
 LJ0540_SLEEVE-DEPTH  : 0.93 meters
 LJ0540
 LJ0540  HISTORY     - Date     Condition        Report By
 LJ0540  HISTORY     - 1989     MONUMENTED       NGS
 LJ0540  HISTORY     - 19890615 GOOD             NGS
 LJ0540  HISTORY     - 19950809 GOOD             NGS
 LJ0540  HISTORY     - 19970803 GOOD             NGS
 LJ0540
 LJ0540                          STATION DESCRIPTION
 LJ0540
 LJ0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LJ0540'THE STATION IS LOCATED ABOUT 0.96 KM (0.60 MI) EAST-SOUTHEAST OF
 LJ0540'IMPERIAL, AT THE IMPERIAL MUNICIPAL AIRPORT, AT THE JUNCTION OF THE
 LJ0540'RUNWAY END 13 AND A TAXIWAY.  OWNERSHIP--IMPERIAL AIRPORT AUTHORITY,
 LJ0540'637 BROADWAY, IMPERIAL, NE 69033.  THE AIRPORT MANAGER IS KEN OWENS,
 LJ0540'TELEPHONE 308-882-4988 OR 5471.
 LJ0540'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND STATE
 LJ0540'HIGHWAY 61 NORTH, AT THE SOUTHEAST EDGE OF IMPERIAL.  GO NORTH ON
 LJ0540'STATE HIGHWAY 61 FOR 0.56 KM (0.35 MI) TO THE AIRPORT ENTRANCE ON THE
 LJ0540'RIGHT.  TURN RIGHT AND GO EAST THEN NORTH TO THE OFFICE AT THE HANGAR
 LJ0540'BUILDING OF (SILVER WINGS INT.).  CONTINUE TO THE NORTH SIDE OF THE
 LJ0540'BUILDING AND THEN MAKE WAY SOUTHEAST TO THE NORTHEAST TAXIWAY LEADING
 LJ0540'TO RUNWAY 13 THEN GO NORTHEAST ALONG THE TAXIWAY TO RUNWAY 13 AND THE
 LJ0540'STATION ON THE RIGHT.
 LJ0540'THE AZIMUTH MARK IS 30.0 M (98.4 FT) SOUTH-SOUTHWEST OF THE RUNWAY
 LJ0540'CENTERLINE, 18.2 M (59.7 FT) SOUTH-SOUTHEAST OF THE TAXIWAY CENTERLINE
 LJ0540'AND 3.2 M (10.5 FT) SOUTH OF THE MIDDLE 1 OF 3 PURPLE RUNWAY LIGHTS.
 LJ0540'DESCRIBED BY R.D.BALL.
 LJ0540'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0540
 LJ0540                          STATION RECOVERY (1989)
 LJ0540
 LJ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0540'THE STATION IS LOCATED AT THE NORTHWEST END OF THE IMPERIAL MUNI
 LJ0540'AIRPORT NEAR THE RUNWAY END OF 13.  THE STATION IS 59.9 FT (18.3 M)
 LJ0540'SOUTHEAST OF THE TAXIWAY CENTERLINE, 98.7 FT (30.1 M) SOUTHWEST OF THE
 LJ0540'CENTERLINE OF THE RUNWAY, 36.4 FT (11.1 M) WEST OF THE FIRST RUNWAY
 LJ0540'LIGHT SOUTHEAST OF THE RUNWAY END, AND 27.6 FT (8.4 M) EAST OF THE
 LJ0540'TAXIWAY LIGHT JUST EAST OF THE HOLDBAR.  THE STATION IS A STAINLESS
 LJ0540'STEEL ROD SET IN A 5 INCH LOGO CAP FLUSH WITH THE GROUND, THE CAP IS
 LJ0540'STAMPED IMPERPORT AZ MK 1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR
 LJ0540'HORIZONTAL (NOT VERTICAL) STABILITY.
 LJ0540
 LJ0540                          STATION RECOVERY (1995)
 LJ0540
 LJ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0540'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF ENDERS, 0.6
 LJ0540'MI (1.0 KM) EAST-SOUTHEAST OF IMPERIAL, AT THE IMPERIAL MUNICIPAL
 LJ0540'AIRPORT AND AT THE JUNCTION OF THE PAVED RUNWAY AND A CONNECTOR
 LJ0540'TAXIWAY.  OWNERSHIP--IMPERIAL AIRPORT AUTHORITY, 637 BROADWAY,
 LJ0540'IMPERIAL NE 69033.  AIRPORT MANAGER, STEGGS AERIAL SPRAYING, PHONE
 LJ0540'(308) 882-5121.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 LJ0540'6 AND STATE HIGHWAY 61 NORTH ON THE EAST EDGE OF IMPERIAL, GO NORTH ON
 LJ0540'STATE HIGHWAY 61 FOR 0.35 MI (0.56 KM) TO A ROAD RIGHT, TURN RIGHT AND
 LJ0540'GO EAST THEN NORTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2
 LJ0540'KM) TO THE APRON, CONTINUE AHEAD AND GO NORTHEAST ON THE APRON THEN A
 LJ0540'CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 LJ0540'THE STATION IS 98.4 FT (30.0 M) WEST-SOUTHWEST OF THE RUNWAY CENTER,
 LJ0540'59.7 FT (18.2 M) SOUTH-SOUTHEAST OF THE TAXIWAY CENTER AND 10.5 FT
 LJ0540'(3.2 M) SOUTH OF A TAXIWAY LIGHT.  THIS STATION TO BE USED AS SACS.
 LJ0540
 LJ0540                          STATION RECOVERY (1997)
 LJ0540
 LJ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0540'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0905 ***********************************************************************
 MK0905  DESIGNATION -  INDIAN
 MK0905  PID         -  MK0905
 MK0905  STATE/COUNTY-  NE/SAUNDERS
 MK0905  USGS QUAD   -  NORTH BEND (1968)
 MK0905
 MK0905                         *CURRENT SURVEY CONTROL
 MK0905  ___________________________________________________________________
 MK0905* NAD 83(1995)-  41 25 52.59114(N)    096 46 59.33384(W)     ADJUSTED  
 MK0905* NAVD 88     -       448.593  (meters)    1471.76   (feet)  ADJUSTED  
 MK0905  ___________________________________________________________________
 MK0905  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 MK0905  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 MK0905  DYNAMIC HT  -         448.401 (meters)    1471.13  (feet)  COMP
 MK0905  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 MK0905
 MK0905  HORZ ORDER  -  FIRST
 MK0905  VERT ORDER  -  SECOND    CLASS 0
 MK0905
 MK0905.The horizontal coordinates were established by classical geodetic methods
 MK0905.and adjusted by the National Geodetic Survey in August 1997..
 MK0905
 MK0905.The orthometric height was determined by differential leveling
 MK0905.and adjusted by the National Geodetic Survey in June 1991..
 MK0905
 MK0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK0905
 MK0905.The geoid height was determined by GEOID03.
 MK0905
 MK0905.The dynamic height is computed by dividing the NAVD 88
 MK0905.geopotential number by the normal gravity value computed on the
 MK0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0905.degrees latitude (g = 980.6199 gals.).
 MK0905
 MK0905.The modeled gravity was interpolated from observed gravity values.
 MK0905
 MK0905;                    North         East     Units Scale Factor Converg.
 MK0905;SPC NE       -   182,411.682   768,724.978   MT  0.99965944   +2 07 54.5
 MK0905;UTM  14      - 4,589,006.304   685,225.891   MT  1.00002224   +1 28 02.5
 MK0905
 MK0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0905!SPC NE       -   0.99993376  x   0.99965944  =   0.99959322
 MK0905!UTM  14      -   0.99993376  x   1.00002224  =   0.99995600
 MK0905
 MK0905|---------------------------------------------------------------------|
 MK0905| PID    Reference Object                     Distance      Geod. Az  |
 MK0905|                                                           dddmmss.s |
 MK0905| MK0907 INDIAN RM 1                          63.910 METERS 12923     |
 MK0905| MK0906 INDIAN RM 2                          49.886 METERS 19123     |
 MK0905| MK1857 SCHUYLER WELL ABBOTT NIEMAN TK      APPROX.23.3 KM 2745109.5 |
 MK0905| MK1860 SCHUYLER SMOKESTACK                 APPROX.23.1 KM 2751538.3 |
 MK0905| MK1859 SCHUYLER STANDPIPE                  APPROX.23.1 KM 2751620.3 |
 MK0905| MK2111 ROGERS MUNICIPAL TANK               APPROX.11.7 KM 2875645.2 |
 MK0905|---------------------------------------------------------------------|
 MK0905
 MK0905                          SUPERSEDED SURVEY CONTROL
 MK0905
 MK0905  NAD 83(1986)-  41 25 52.59917(N)    096 46 59.33503(W) AD(       ) 1
 MK0905  NAD 27      -  41 25 52.58059(N)    096 46 58.23064(W) AD(       ) 1
 MK0905  NGVD 29 (??/??/92)  448.442  (m)         1471.26   (f) ADJ UNCH    2 0
 MK0905
 MK0905.Superseded values are not recommended for survey control.
 MK0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0905.See file dsdata.txt to determine how the superseded data were derived.
 MK0905
 MK0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8522689006(NAD 83)
 MK0905_MARKER: DR = REFERENCE MARK DISK
 MK0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0905_STAMPING: INDIAN 1930
 MK0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0905+STABILITY: SURFACE MOTION
 MK0905
 MK0905  HISTORY     - Date     Condition        Report By
 MK0905  HISTORY     - 1930     MONUMENTED       CGS
 MK0905  HISTORY     - 1935     GOOD             NEGS
 MK0905  HISTORY     - 1950     GOOD             NGS
 MK0905  HISTORY     - 1968     GOOD             USGS
 MK0905
 MK0905                          STATION DESCRIPTION
 MK0905
 MK0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK0905'THIS STATION IS ABOUT 3/4 MILE W AND 1/4 MILE S OF THE TOWN OF
 MK0905'MORSE BLUFF, IN NW 1/4 OF SEC. 19, T 17 N, R 6 E, ON HILL
 MK0905'LOCALLY KNOWN AS INDIAN PEAK, WHICH IS IN PASTURE LAND OWNED
 MK0905'BY ADOLF HAVELKA WHO LIVES ABOUT 1/8 MILE SE OF THE STATION.
 MK0905'THE STATION IS ON THE HIGHEST POINT OF THE KNOLL AND THE
 MK0905'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AT A POINT 49
 MK0905'METERS N OF A FENCE LINE.
 MK0905'
 MK0905'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK0905'DISKS SET IN CONCRETE.
 MK0905'
 MK0905'REFERENCE MARK NO. 1 IS LOCATED IN A FENCE CORNER ABOUT 250
 MK0905'YARDS NW OF MR. HAVELKAS HOUSE.  IT IS 0.60 METER S OF THE
 MK0905'SAME FENCE LINE GIVEN IN REFERENCE TO THE STATION AND 0.60
 MK0905'METER W OF A FENCE.  THE DISTANCE TO THE STATION IS 63.91 METERS.
 MK0905'REFERENCE MARK NO. 2 IS IN A FENCE LINE ABOUT 60 METERS W OF
 MK0905'REFERENCE MARK NO. 1 AND 49.94 METERS S OF THE STATION.
 MK0905'
 MK0905'TO REACH FROM MORSE BLUFF GO W 1 BLOCK FROM THE BANK OF MORSE
 MK0905'BLUFF.  TURN S AND FOLLOW MAIN-GRAVELED ROAD ABOUT 1/3 MILE
 MK0905'TO TOP OF HILL AND A GATE AT THE RIGHT.  GO THROUGH GATE AND
 MK0905'FOLLOW ROAD ABOUT 0.6 MILE TO MR. HAVELAKS HOUSE.
 MK0905'
 MK0905'HEIGHT OF SIGNAL ABOVE STATION MARK - 10 METERS.
 MK0905
 MK0905                          STATION RECOVERY (1935)
 MK0905
 MK0905'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK0905'STATION RECOVERED IN GOOD CONDITION.  UPPER MARK PROJECTS ABOUT
 MK0905'3 INCHES ABOVE GROUND.
 MK0905'
 MK0905'I FOUND THE STATION MARK TO BE 156 FEET (SLOPE DISTANCE),
 MK0905'RATHER THAN 49 METERS (161 FEET), N OF A FENCE LINE.  ALL
 MK0905'OTHER DETAILS OF THE DESCRIPTION OF THE STATION AND REFERENCE
 MK0905'MARKS WERE FOUND TO BE CORRECT.
 MK0905
 MK0905                          STATION RECOVERY (1950)
 MK0905
 MK0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK0905'1 MI SW FROM MORSE BLUFF.
 MK0905'1 BLOCK WEST ALONG MAIN STREET FROM THE POST OFFICE AT MORSE
 MK0905'BLUFF, THENCE 0.3 MILE SOUTH ALONG STATE HIGHWAY 79, THENCE
 MK0905'0.65 MILE WEST ALONG A PRIVATE ROAD, 600 FEET NORTHWEST OF THE
 MK0905'ADOLF HAVELKA FARMHOUSE, ON THE HIGHEST POINT OF A HILL, 159 FEET
 MK0905'NORTH OF AN EAST AND WEST FENCE, SET IN THE TOP OF A CONCRETE
 MK0905'POST WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
 MK0905
 MK0905                          STATION RECOVERY (1968)
 MK0905
 MK0905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 MK0905'THE STATION MARK R.M. 1, AND R.M. 2 WERE FOUND IN GOOD CONDITION
 MK0905'AS DESCRIBED.  THE STATION MARK PROJECTS 14 INCHES ABOVE
 MK0905'GROUND -- DISTANCE AND DIRECTION TO R.M. 1 WERE NOT CHECKED
 MK0905'BECAUSE CEDAR TREES WERE ON THE LINE OF SIGHT.  OTHERWISE, THE
 MK0905'OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1368 ***********************************************************************
 LF1368  DESIGNATION -  INDIAN
 LF1368  PID         -  LF1368
 LF1368  STATE/COUNTY-  NE/RICHARDSON
 LF1368  USGS QUAD   -  BARADA (1966)
 LF1368
 LF1368                         *CURRENT SURVEY CONTROL
 LF1368  ___________________________________________________________________
 LF1368* NAD 83(1995)-  40 14 39.38651(N)    095 31 15.07112(W)     ADJUSTED  
 LF1368* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 LF1368  ___________________________________________________________________
 LF1368  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 LF1368  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF1368
 LF1368  HORZ ORDER  -  SECOND
 LF1368
 LF1368.The horizontal coordinates were established by classical geodetic methods
 LF1368.and adjusted by the National Geodetic Survey in August 1997..
 LF1368
 LF1368.The orthometric height was scaled from a topographic map.
 LF1368
 LF1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1368
 LF1368.The geoid height was determined by GEOID03.
 LF1368
 LF1368;                    North         East     Units Scale Factor Converg.
 LF1368;SPC NE       -    55,497.510   880,916.075   MT  0.99989850   +2 58 05.9
 LF1368;SPC MO W     -   453,089.698   763,141.182   MT  1.00003402   -0 39 34.4
 LF1368;UTM  15      - 4,457,918.290   285,577.879   MT  1.00016601   -1 37 45.2
 LF1368
 LF1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1368!SPC NE       -   0.99994627  x   0.99989850  =   0.99984477
 LF1368!SPC MO W     -   0.99994627  x   1.00003402  =   0.99998029
 LF1368!UTM  15      -   0.99994627  x   1.00016601  =   1.00011227
 LF1368
 LF1368:                Primary Azimuth Mark                     Grid Az
 LF1368:SPC NE       -  CRAIG MUNICIPAL TANK                     112 01 22.1
 LF1368:SPC MO W     -  CRAIG MUNICIPAL TANK                     115 39 02.4
 LF1368:UTM  15      -  CRAIG MUNICIPAL TANK                     116 37 13.2
 LF1368
 LF1368|---------------------------------------------------------------------|
 LF1368| PID    Reference Object                     Distance      Geod. Az  |
 LF1368|                                                           dddmmss.s |
 LF1368| LF1342 CRAIG MUNICIPAL TANK                APPROX.14.0 KM 1145928.0 |
 LF1368| CL7155 INDIAN RM 1                          10.839 METERS 21750     |
 LF1368| CL7154 INDIAN AZ MK                                       2192120.4 |
 LF1368| CL7156 INDIAN RM 2                           9.696 METERS 34857     |
 LF1368|---------------------------------------------------------------------|
 LF1368
 LF1368                          SUPERSEDED SURVEY CONTROL
 LF1368
 LF1368  NAD 83(1986)-  40 14 39.39223(N)    095 31 15.06700(W) AD(       ) 2
 LF1368  NAD 27      -  40 14 39.39700(N)    095 31 14.12800(W) AD(       ) 2
 LF1368
 LF1368.Superseded values are not recommended for survey control.
 LF1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1368.See file dsdata.txt to determine how the superseded data were derived.
 LF1368
 LF1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE8557857918(NAD 83)
 LF1368_MARKER: DS = TRIANGULATION STATION DISK
 LF1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1368
 LF1368  HISTORY     - Date     Condition        Report By
 LF1368  HISTORY     - 1947     MONUMENTED       CGS
 LF1368
 LF1368                          STATION DESCRIPTION
 LF1368
 LF1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1368'THE STATION IS LOCATED ABOUT 8.5 MILES EAST OF SHUBERT, ON THE
 LF1368'FIRST RIDGE ABOVE INDIAN CAVE HOLLOW, ALONG THE WEST SIDE OF THE
 LF1368'MISSOURI RIVER.  IT IS ABOUT 100 YARDS FROM THE END OF THE RIDGE,
 LF1368'AT A POINT WHERE THE RIDGE CURVES FROM THE NORTHWEST TO THE
 LF1368'SOUTHWEST AND A SMALLER AND LOWER RIDGE LEADS TO THE EAST, 7
 LF1368'FEET NORTH-NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 4
 LF1368'INCHES AND THE DISK IS STAMPED INDIAN 1947.
 LF1368'
 LF1368'REFERENCE MARK NO. 1 IS 35.56 FEET SOUTHWEST OF THE STATION.  THE
 LF1368'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED INDIAN 1947 NO 1.
 LF1368'
 LF1368'REFERENCE MARK NO.2 IS 31.81 FEET NORTH-NORTHWEST OF THE STATION,
 LF1368'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED NO2 INDIAN 1947.
 LF1368'
 LF1368'AZIMUTH MARK IS ABOUT 0.1 MILE SOUTHWEST OF THE STATION, ALONG
 LF1368'THE EASTERLY EDGE OF RIDGE, 49 FEET NORTH OF A LARGE OAK TREE
 LF1368'WITH A TRIANGLE BLAZE AND 2 FEET NORTH-NORTHWEST OF A WITNESS
 LF1368'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LF1368'INDIAN 1947.
 LF1368'
 LF1368'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 54 AND 67 ABOUT
 LF1368'0.5 MILE SOUTHEAST OF SHUBERT, GO EAST ON GRAVELED ROAD FOR
 LF1368'4.0 MILES TO WHERE GRAVELED ROAD TURNS RIGHT, CONTINUE STRAIGHT
 LF1368'AHEAD FOR 3.2 MILES, TURN LEFT (NORTH) FOR 0.25 MILE, TURN RIGHT
 LF1368'WITH MAIN ROAD FOR 1.05 MILES TO A WIRE GATE ON THE LEFT WHERE
 LF1368'ROAD CURVES TO THE RIGHT, TURN LEFT THROUGH GATE ACROSS NARROW
 LF1368'FIELD AND FOLLOW TRACK ROAD NORTHERLY ALONG THE EAST EDGE OF
 LF1368'FIELD, THROUGH WOODS AND ALONG THE EAST EDGE OF SECOND FIELD
 LF1368'FOR 0.3 MILE TO A 8 INCH HICKORY TREE WITH A TRIANGLE BLAZE,
 LF1368'TURN RIGHT ACROSS SADDLE AND FOLLOW NORTHERLY ALONG NARROW RIDGE
 LF1368'FOR 0.2 MILE TO THE AZIMUTH ON THE RIGHT, CONTINUE ON 0.1 MILE
 LF1368'TO THE STATION AS DESCRIBED.
 LF1368'
 LF1368'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1054 ***********************************************************************
 LG1054  DESIGNATION -  INDIAN
 LG1054  PID         -  LG1054
 LG1054  STATE/COUNTY-  NE/GAGE
 LG1054  USGS QUAD   -  PICKRELL (1964)
 LG1054
 LG1054                         *CURRENT SURVEY CONTROL
 LG1054  ___________________________________________________________________
 LG1054* NAD 83(1995)-  40 27 54.99729(N)    096 44 21.82615(W)     ADJUSTED  
 LG1054* NAVD 88     -       442.68   (+/-2cm)    1452.4    (feet)  VERTCON   
 LG1054  ___________________________________________________________________
 LG1054  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 LG1054  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 LG1054
 LG1054  HORZ ORDER  -  SECOND
 LG1054  VERT ORDER  -  THIRD ? (See Below)
 LG1054
 LG1054.The horizontal coordinates were established by classical geodetic methods
 LG1054.and adjusted by the National Geodetic Survey in August 1997..
 LG1054
 LG1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1054.The vertical order pertains to the NGVD 29 superseded value.
 LG1054
 LG1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1054
 LG1054.The geoid height was determined by GEOID03.
 LG1054
 LG1054;                    North         East     Units Scale Factor Converg.
 LG1054;SPC NE       -    75,378.254   776,421.788   MT  0.99982199   +2 09 38.9
 LG1054;UTM  14      - 4,481,854.945   691,656.348   MT  1.00005217   +1 28 03.2
 LG1054
 LG1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1054!SPC NE       -   0.99993473  x   0.99982199  =   0.99975673
 LG1054!UTM  14      -   0.99993473  x   1.00005217  =   0.99998690
 LG1054
 LG1054:                Primary Azimuth Mark                     Grid Az
 LG1054:SPC NE       -  CORTLAND MUNICIPAL TANK                  027 27 50.7
 LG1054:UTM  14      -  CORTLAND MUNICIPAL TANK                  028 09 26.4
 LG1054
 LG1054|---------------------------------------------------------------------|
 LG1054| PID    Reference Object                     Distance      Geod. Az  |
 LG1054|                                                           dddmmss.s |
 LG1054| LG1150 CORTLAND MUNICIPAL TANK             APPROX. 5.7 KM 0293729.6 |
 LG1054| CL7157 INDIAN RM 3                          27.590 METERS 04901     |
 LG1054| CL7158 INDIAN RM 4                          39.478 METERS 11520     |
 LG1054| LG1055 PICKRELL COOP GRAIN ELEVATOR        APPROX. 9.6 KM 1733743.0 |
 LG1054| CL7162 INDIAN RM 8 AZIMUTH                                1982209.0 |
 LG1054| CL7154 INDIAN AZ MK                                       1992629.8 |
 LG1054| CL7159 INDIAN RM 5                          36.021 METERS 20107     |
 LG1054| CL7155 INDIAN RM 1                          25.253 METERS 22955     |
 LG1054| LG1087 ST PAUL EVAN LUTHERAN CHURCH        APPROX. 8.5 KM 2322207.6 |
 LG1054| CL7161 INDIAN RM 7                          20.336 METERS 27515     |
 LG1054| CL7156 INDIAN RM 2                          22.764 METERS 32231     |
 LG1054| CL7160 INDIAN RM 6                          36.607 METERS 35901     |
 LG1054|---------------------------------------------------------------------|
 LG1054
 LG1054                          SUPERSEDED SURVEY CONTROL
 LG1054
 LG1054  NAD 83(1986)-  40 27 55.00521(N)    096 44 21.82361(W) AD(       ) 2
 LG1054  NAD 27      -  40 27 54.99700(N)    096 44 20.73600(W) AD(       ) 2
 LG1054  NGVD 29 (07/19/86)  442.56   (m)         1452.0    (f) LEVELING    3  
 LG1054
 LG1054.Superseded values are not recommended for survey control.
 LG1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1054.See file dsdata.txt to determine how the superseded data were derived.
 LG1054
 LG1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9165681855(NAD 83)
 LG1054_MARKER: DS = TRIANGULATION STATION DISK
 LG1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1054
 LG1054  HISTORY     - Date     Condition        Report By
 LG1054  HISTORY     - 1947     MONUMENTED       CGS
 LG1054  HISTORY     - 1961     GOOD             CGS
 LG1054  HISTORY     - 1962     GOOD             CGS
 LG1054  HISTORY     - 1964     GOOD             CGS
 LG1054  HISTORY     - 1969     GOOD             CGS
 LG1054  HISTORY     - 1973     GOOD             NGS
 LG1054  HISTORY     - 1977     GOOD             NEDR
 LG1054
 LG1054                          STATION DESCRIPTION
 LG1054
 LG1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1054'THE STATION IS LOCATED 14 MILES NORTH OF BEATRICE AT THE JUNCTION
 LG1054'OF U.S. HIGHWAY 77 AND STATE HIGHWAY 41.  IT IS 50 FEET NORTH OF
 LG1054'THE CENTER OF U.S. HIGHWAY 77, 28 FEET SOUTH OF THE CENTER OF
 LG1054'STATE HIGHWAY 41 AND 51.5 FEET WEST OF A POWER LINE POLE.  IT IS
 LG1054'STAMPED INDIAN 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1054'
 LG1054'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTER OF U.S.
 LG1054'HIGHWAY 77.  IT IS STAMPED INDIAN NO 1 1947 AND IS FLUSH WITH THE
 LG1054'SURFACE OF THE GROUND.
 LG1054'
 LG1054'REFERENCE MARK NO. 2 IS ABOUT 3 FEET HIGHER THAN THE STATION.  IT
 LG1054'IS 32.5 FEET NORTH OF STATE HIGHWAY 41, 1 FOOT SOUTH OF AN
 LG1054'EAST-WEST FENCE LINE AND 2 FEET EAST OF A 4-INCH SQUARE WHITE
 LG1054'WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED INDIAN NO 2
 LG1054'1947 AND PROJECTS 4 INCHES.
 LG1054'
 LG1054'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 34.5 FEET EAST OF THE
 LG1054'CENTER OF U.S. HIGHWAY 77, 1 FOOT WEST OF A NORTH-SOUTH FENCE
 LG1054'LINE AND 2 FEET NORTH OF A 4-INCH SQUARE WHITE WOODEN WITNESS
 LG1054'POST PROJECTING 2 FEET.  IT IS STAMPED INDIAN 1947 AND PROJECTS
 LG1054'4 INCHES.
 LG1054'
 LG1054'TO REACH THE STATION FROM THE INTERSECTIONS OF U.S. HIGHWAY 77
 LG1054'AND STATE HIGHWAYS 3 AND 4 IN THE CENTER OF BEATRICE, GO NORTH ON
 LG1054'U.S. HIGHWAY 77 FOR 14.0 MILES TO THE AZIMUTH MARK ON THE RIGHT
 LG1054'AS DESCRIBED.  CONTINUE ON U.S. HIGHWAY 77 NORTH FOR 0.3 MILE TO
 LG1054'THE JUNCTION WITH STATE HIGHWAY 41 AND THE MARK ON THE LEFT.
 LG1054'
 LG1054'A 74 FOOT SIGNAL AT JAKES IS VISIBLE AT 10 FEET.
 LG1054'
 LG1054'A 47 FOOT SIGNAL AT PICKRELL IS VISIBLE AT 10 FEET.
 LG1054'
 LG1054'A 74 FOOT SIGNAL AT SNAKE IS V.G.
 LG1054'
 LG1054'A 74 FOOT SIGNAL AT SOAP IS V.G.
 LG1054'
 LG1054'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 10 FEET
 LG1054'
 LG1054'A 74 FOOT SIGNAL AT COURTLAND IS VISIBLE AT 10 FEET
 LG1054'
 LG1054'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1054
 LG1054                          STATION RECOVERY (1961)
 LG1054
 LG1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1054'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 LG1054'RECOVERED IN GOOD CONDITION.  THE LOCATION AND DESCRIPTION TO
 LG1054'REACH THE STATION WAS FOUND TO BE ADEQUATE.  DUE TO HIGHWAY
 LG1054'CHANGES REFERENCE MARK 1 IS NOW BELOW GROUND LEVEL AND REFERENCE
 LG1054'MARK 3 WAS SET.  ALL MARKS ARE STANDARD DISKS CEMENTED IN
 LG1054'CONCRETE.
 LG1054'
 LG1054'THE STATION IS ABOUT 14 MILES NORTH OF BEATRICE AT THE JUNCTION
 LG1054'OF U.S. HIGHWAY 77 AND STATE HIGHWAY 41, 299.3 FEET NORTHEAST OF
 LG1054'THE SOUTHEAST CORNER OF THE LOG CABIN CAFE, 50.0 FEET NORTHWEST OF
 LG1054'THE CURVE AND CENTERLINE OF U.S. HIGHWAY 77 AND 28.0 FEET SOUTH OF
 LG1054'THE CENTERLINE OF STATE HIGHWAY 41.  THE DISK IS STAMPED- INDIAN
 LG1054'1947 AND IT IS SET FLUSH WITH THE GROUND SURFACE.
 LG1054'
 LG1054'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND
 LG1054'STATE HIGHWAY 3 AND 4 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77 FOR
 LG1054'14.0 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH AND
 LG1054'EAST ON U.S. HIGHWAY 77 FOR 0.3 MILES TO THE JUNCTION WITH STATE
 LG1054'HIGHWAY 41 AND STATION ON THE LEFT AS DESCRIBED.
 LG1054'
 LG1054'R M 1 IS 80.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 41, 36.5
 LG1054'FEET SOUTHWEST OF THE SOUTH SIDE OF A FILLING STATION SIGN, 24.4
 LG1054'FEET NORTHWEST OF A CURVE AND CENTERLINE OF U.S. HIGHWAY 77,
 LG1054'1-1/2 FEET LOWER THAN THE HIGHWAY AND 1 FOOT LOWER THAN THE
 LG1054'STATION.  THE DISK IS STAMPED- INDIAN NO 1 1947 AND IT IS ABOUT
 LG1054'8 INCHES BELOW THE GROUND SURFACE.
 LG1054'
 LG1054'R M 2 IS 32.0 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 41,
 LG1054'1.1 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN AND IT IS IN
 LG1054'THE ROAD RIGHT-OF-WAY FENCELINE.  THE DISK IS STAMPED- INDIAN NO
 LG1054'2 1947 AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  THE MARK
 LG1054'IS ABOUT 3 FEET HIGHER THAN THE STATION.
 LG1054'
 LG1054'R M 3 IS 32.4 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 41,
 LG1054'22.3 FEET EAST OF A POWERLINE POLE AND IT IS ABOUT 4 FEET HIGHER
 LG1054'THAN THE STATION.  THE DISK IS STAMPED- INDIAN NO 3 1947 AND IT
 LG1054'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 LG1054'
 LG1054'AZIMUTH MARK IS 34.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 LG1054'77, 1.1 FEET NORTH OF A METAL WITNESS POST AND SIGN AND IT IS
 LG1054'IN THE ROAD RIGHT-OF-WAY FENCELINE.  THE DISK IS STAMPED- INDIAN
 LG1054'1947 AND IT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 LG1054'
 LG1054'PICTURE POINT IS THE SOUTHEAST CORNER OF THE LOG CABIN CAFE.
 LG1054'
 LG1054'R M 1 TO R M 2 IS 114.00 FEET (34.747M)
 LG1054'
 LG1054'R M 3 TO R M 2 IS 113.73 FEET (34.665M)
 LG1054'
 LG1054'R M 3 TO R M 1 IS 173.35 FEET (52.837M)
 LG1054
 LG1054                          STATION RECOVERY (1962)
 LG1054
 LG1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG1054'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1054'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG STATE HIGHWAY 41
 LG1054'WILL DESTROY BOTH THE REFERENCE MARKS FOR THIS STATION, SO THEY
 LG1054'WERE MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG1054'
 LG1054'STATION IS LOCATED ABOUT 14 MILES NORTH OF BEATRICE AND 3 MILES
 LG1054'SOUTH AND 2 MILES WEST OF CORTLAND AT THE JUNCTION OF STATE
 LG1054'HIGHWAY 41 AND U.S. HIGHWAY 77, 306 FEET EAST-NORTHEAST OF THE
 LG1054'SOUTHEAST CORNER OF THE LOG CABIN CAFE, 205 FEET EAST-NORTHEAST
 LG1054'OF THE EAST END OF CONCRETE PLATFORM FOR GAS PUMPS, 99 FEET
 LG1054'EAST-NORTHEAST OF A CAFE SIGN, 55 FEET SOUTH OF THE CENTERLINE
 LG1054'OF STATE HIGHWAY 41, AND 49 FEET NORTH-NORTH-WEST OF THE
 LG1054'CENTERLINE OF U.S. HIGHWAY 77.  THE MARK IS FLUSH WITH THE SURFACE
 LG1054'OF THE GROUND AND THE DISK IS STAMPED INDIAN 1947.
 LG1054'
 LG1054'TO REACH THE STATION THE INTERSECTION OF U.S. HIGHWAY 77 AND
 LG1054'STATE HIGHWAYS 3 AND 4 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77
 LG1054'FOR 14.0 MILES TO A JUNCTION WITH STATE HIGHWAY 41 AND AT A POINT
 LG1054'WHERE U.S. HIGHWAY 77 GOES EAST AND THE STATION AS DESCRIBED.
 LG1054'
 LG1054'REFERENCE MARK NO. 4 IS 129.52 FEET SOUTHEAST OF THE STATION, 40
 LG1054'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 77, 17
 LG1054'FEET WEST OF A WEST GATE POST FOR STEEL GATES, AND 1 FOOT NORTH
 LG1054'OF FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LG1054'INDIAN NO 4 1947.
 LG1054'
 LG1054'REFERENCE MARK NO. 5 IS 118.18 FEET SOUTHWEST OF THE STATION, 36
 LG1054'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 77, 2
 LG1054'FEET EAST OF A NEW STEEL WITNESS POST, AND 1 FOOT NORTH OF A
 LG1054'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED INDIAN
 LG1054'NO 5 1947.
 LG1054'
 LG1054'AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHWEST OF THE STATION, 35 FEET
 LG1054'EAST OF THE CENTERLINE OF U.S. HIGHWAY 77, 1 FOOT WEST OF A
 LG1054'FENCE, AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST.  THE MARK
 LG1054'PROJECTS 4 INCHES AND THE DISK IS STAMPED INDIAN 1947.
 LG1054'
 LG1054'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHWEST AND SOUTH ON
 LG1054'U.S. HIGHWAY 77 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LG1054
 LG1054                          STATION RECOVERY (1964)
 LG1054
 LG1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG1054'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  A NEW STEEL
 LG1054'WITNESS POST WAS SET 1 FOOT N OF STATION.
 LG1054
 LG1054                          STATION RECOVERY (1969)
 LG1054
 LG1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1054'THE STATION MARK, REFERENCE MARK NO. 4, REFERENCE MARK NO. 5, AND
 LG1054'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 LG1054'IN GOOD CONDITION.  THE 1962 DESCRIPTION WAS FOUND ADEQUATE FOR
 LG1054'RECOVERY.
 LG1054'
 LG1054'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 LG1054'
 LG1054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 14 MILES
 LG1054'NORTH OF BEATRICE.
 LG1054
 LG1054                          STATION RECOVERY (1973)
 LG1054
 LG1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LG1054'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE
 LG1054'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO WIDENING OF THE
 LG1054'HIGHWAY SHOULDERS THE AZIMUTH MARK AND REFERENCE MARK 4 HAD TO
 LG1054'BE MOVED.  REFERENCE MARK 5 WAS FOUND DESTROYED.  REFERENCE MARKS
 LG1054'6, 7 AND 8 WERE ESTABLISHED THIS DATE.  THE ANGLES BETWEEN THE
 LG1054'AZIMUTH MARK, COURTLAND TANK AND REFERENCE MARK 4 COMPARED GOOD
 LG1054'WITH THE PREVIOUS DATA.  THE DESCRIPTION OF THE ROUTE TO REACH
 LG1054'THE STATION IS ADEQUATE.
 LG1054'
 LG1054'FOLLOWING ARE ADDITIONAL NOTES FOR THE STATION MARK AND A
 LG1054'DESCRIPTION FOR THE NEW REFERENCE MARKS.
 LG1054'
 LG1054'THE STATION MARK IS 55 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LG1054'41, 49 FEET NORTH-NORTHWEST OF THE CENTER OF U.S. HIGHWAY 77, 6
 LG1054'INCHES SOUTH OF A METAL WITNESS POST AND IS 1 INCH BELOW THE
 LG1054'GROUND SURFACE.
 LG1054'
 LG1054'REFERENCE MARK 6 IS A STANDARD DISK STAMPED INDIAN 1947 NO 6 1973,
 LG1054'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10
 LG1054'INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE
 LG1054'AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 65 FEET
 LG1054'NORTH OF THE CENTER OF HIGHWAY 41, 1 FOOT SOUTH OF A CONCRETE
 LG1054'RIGHT-OF-WAY MARKER THAT PROJECTS 18 INCHES AND 1 FOOT WEST OF A
 LG1054'METAL WITNESS POST.
 LG1054'
 LG1054'REFERENCE MARK 7 IS A STANDARD DISK STAMPED INDIAN 1947 NO 7 1973,
 LG1054'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 LG1054'FLUSH WITH THE GROUND SURFACE.  IT IS 89 FEET NORTH OF THE CENTER
 LG1054'OF HIGHWAY 77, 42 FEET SOUTH OF THE CENTER OF HIGHWAY 41, 1 FOOT
 LG1054'EAST OF A METAL WITNESS POST AND ON TOP OF AN EAST-WEST RIDGE
 LG1054'BETWEEN THE HIGHWAYS.
 LG1054'
 LG1054'REFERENCE MARK 8 IS A STANDARD DISK STAMPED INDIAN 1947 NO 8 1973,
 LG1054'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10 INCH
 LG1054'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND
 LG1054'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 76 FEET EAST
 LG1054'OF THE CENTER OF HIGHWAY 77, 1.5 FEET NORTH OF A METAL WITNESS
 LG1054'POST AND NEAR THE TOP OF A SMALL HILL.
 LG1054'
 LG1054'TO REACH REFERENCE MARK 8 FROM THE STATION, GO WESTERLY AND
 LG1054'SOUTH ON HIGHWAY 77 FOR 0.3 MILE TO REFERENCE MARK 8 ON THE LEFT,
 LG1054'EAST EDGE RIGHT-OF-WAY OF THE HIGHWAY.
 LG1054'
 LG1054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES SOUTH
 LG1054'AND 2 MILES WEST OF CORTLAND.
 LG1054
 LG1054                          STATION RECOVERY (1977)
 LG1054
 LG1054'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1977 (RLE)
 LG1054'STATION MARK, REFERENCE MARK NO. 6, REFERENCE MARK NO. 7, REFERENCE
 LG1054'MARK NO. 8 (AZIMUTH MARK) WERE FOUND IN GOOD CONDITION.
 LG1054'
 LG1054'1973 DESCRIPTION IS ADEQUATE.
 LG1054'
 LG1054'REFER TO USC AND GS QUAD. 400963 PAGE 1007.
 LG1054'
 LG1054'NEAREST TOWN--CORTLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0907 ***********************************************************************
 MK0907  DESIGNATION -  INDIAN RM 1
 MK0907  PID         -  MK0907
 MK0907  STATE/COUNTY-  NE/SAUNDERS
 MK0907  USGS QUAD   -  NORTH BEND (1968)
 MK0907
 MK0907                         *CURRENT SURVEY CONTROL
 MK0907  ___________________________________________________________________
 MK0907* NAD 83(1986)-  41 25 52.     (N)    096 46 59.     (W)     SCALED    
 MK0907* NAVD 88     -       440.480  (meters)    1445.14   (feet)  ADJUSTED  
 MK0907  ___________________________________________________________________
 MK0907  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 MK0907  DYNAMIC HT  -         440.291 (meters)    1444.52  (feet)  COMP
 MK0907  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 MK0907
 MK0907  VERT ORDER  -  SECOND    CLASS 0
 MK0907
 MK0907.The horizontal coordinates were scaled from a topographic map and have
 MK0907.an estimated accuracy of +/- 6 seconds.
 MK0907
 MK0907.The orthometric height was determined by differential leveling
 MK0907.and adjusted by the National Geodetic Survey in June 1991..
 MK0907
 MK0907.The geoid height was determined by GEOID03.
 MK0907
 MK0907.The dynamic height is computed by dividing the NAVD 88
 MK0907.geopotential number by the normal gravity value computed on the
 MK0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0907.degrees latitude (g = 980.6199 gals.).
 MK0907
 MK0907.The modeled gravity was interpolated from observed gravity values.
 MK0907
 MK0907;                    North         East    Units  Estimated Accuracy
 MK0907;SPC NE       -   182,390.      768,730.      MT  (+/- 180 meters Scaled)
 MK0907
 MK0907                          SUPERSEDED SURVEY CONTROL
 MK0907
 MK0907  NGVD 29 (??/??/92)  440.328  (m)         1444.64   (f) ADJ UNCH    2 0
 MK0907
 MK0907.Superseded values are not recommended for survey control.
 MK0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0907.See file dsdata.txt to determine how the superseded data were derived.
 MK0907
 MK0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL852889(NAD 83)
 MK0907_MARKER: DB = BENCH MARK DISK
 MK0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0907_STAMPING: INDIAN NO 1 1930
 MK0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0907+STABILITY: SURFACE MOTION
 MK0907
 MK0907  HISTORY     - Date     Condition        Report By
 MK0907  HISTORY     - 1930     MONUMENTED       CGS
 MK0907  HISTORY     - 1950     GOOD             NGS
 MK0907
 MK0907                          STATION DESCRIPTION
 MK0907
 MK0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0907'1 MI SW FROM MORSE BLUFF.
 MK0907'1 BLOCK WEST ALONG MAIN STREET FROM THE POST OFFICE AT MORSE
 MK0907'BLUFF, THENCE 0.3 MILE SOUTH ALONG STATE HIGHWAY 79, THENCE
 MK0907'0.65 MILE WEST ALONG A PRIVATE ROAD, 600 FEET NORTHWEST OF THE
 MK0907'ADOLF HAVELKA FARMHOUSE, 212 FEET SOUTHEAST OF TRIANGULATION
 MK0907'STATION INDIAN 1930, 2.5 FEET SOUTHWEST OF A FENCE CORNER, 2
 MK0907'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0907'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0906 ***********************************************************************
 MK0906  DESIGNATION -  INDIAN RM 2
 MK0906  PID         -  MK0906
 MK0906  STATE/COUNTY-  NE/SAUNDERS
 MK0906  USGS QUAD   -  NORTH BEND (1968)
 MK0906
 MK0906                         *CURRENT SURVEY CONTROL
 MK0906  ___________________________________________________________________
 MK0906* NAD 83(1986)-  41 25 52.     (N)    096 46 59.     (W)     SCALED    
 MK0906* NAVD 88     -       445.818  (meters)    1462.65   (feet)  ADJUSTED  
 MK0906  ___________________________________________________________________
 MK0906  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 MK0906  DYNAMIC HT  -         445.627 (meters)    1462.03  (feet)  COMP
 MK0906  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 MK0906
 MK0906  VERT ORDER  -  SECOND    CLASS 0
 MK0906
 MK0906.The horizontal coordinates were scaled from a topographic map and have
 MK0906.an estimated accuracy of +/- 6 seconds.
 MK0906
 MK0906.The orthometric height was determined by differential leveling
 MK0906.and adjusted by the National Geodetic Survey in June 1991..
 MK0906
 MK0906.The geoid height was determined by GEOID03.
 MK0906
 MK0906.The dynamic height is computed by dividing the NAVD 88
 MK0906.geopotential number by the normal gravity value computed on the
 MK0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0906.degrees latitude (g = 980.6199 gals.).
 MK0906
 MK0906.The modeled gravity was interpolated from observed gravity values.
 MK0906
 MK0906;                    North         East    Units  Estimated Accuracy
 MK0906;SPC NE       -   182,390.      768,730.      MT  (+/- 180 meters Scaled)
 MK0906
 MK0906                          SUPERSEDED SURVEY CONTROL
 MK0906
 MK0906  NGVD 29 (??/??/92)  445.667  (m)         1462.16   (f) ADJ UNCH    2 0
 MK0906
 MK0906.Superseded values are not recommended for survey control.
 MK0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0906.See file dsdata.txt to determine how the superseded data were derived.
 MK0906
 MK0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL852889(NAD 83)
 MK0906_MARKER: DB = BENCH MARK DISK
 MK0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0906_STAMPING: INDIAN NO 2 1930
 MK0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0906+STABILITY: SURFACE MOTION
 MK0906
 MK0906  HISTORY     - Date     Condition        Report By
 MK0906  HISTORY     - 1930     MONUMENTED       CGS
 MK0906  HISTORY     - 1950     GOOD             NGS
 MK0906
 MK0906                          STATION DESCRIPTION
 MK0906
 MK0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0906'1 MI SW FROM MORSE BLUFF.
 MK0906'1 BLOCK WEST ALONG MAIN STREET FROM THE POST OFFICE MORSE BLUFF,
 MK0906'THENCE 0.3 MILE SOUTH ALONG STATE HIGHWAY 79, THENCE 0.65 MILE
 MK0906'WEST ALONG A PRIVATE ROAD, 600 FEET NORTHWEST OF THE ADOLF
 MK0906'HAVELKA FARMHOUSE, 163 FEET SOUTH OF TRIANGULATION STATION
 MK0906'INDIAN 1930, 200 FEET WEST OF A FENCE CORNER, 0.8 FOOT SOUTH
 MK0906'OF AN EAST AND WEST FENCE, 2 FEET EAST OF A WITNESS POST, SET
 MK0906'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0437 ***********************************************************************
 LJ0437  DESIGNATION -  INDIANOLA
 LJ0437  PID         -  LJ0437
 LJ0437  STATE/COUNTY-  NE/RED WILLOW
 LJ0437  USGS QUAD   -  INDIANOLA (1983)
 LJ0437
 LJ0437                         *CURRENT SURVEY CONTROL
 LJ0437  ___________________________________________________________________
 LJ0437* NAD 83(1995)-  40 14 07.34322(N)    100 28 07.02922(W)     ADJUSTED  
 LJ0437* NAVD 88     -       767.     (meters)    2516.     (feet)  SCALED    
 LJ0437  ___________________________________________________________________
 LJ0437  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 LJ0437  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 LJ0437
 LJ0437  HORZ ORDER  -  THIRD
 LJ0437
 LJ0437.The horizontal coordinates were established by classical geodetic methods
 LJ0437.and adjusted by the National Geodetic Survey in August 1997..
 LJ0437
 LJ0437.The orthometric height was scaled from a topographic map.
 LJ0437
 LJ0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0437
 LJ0437.The geoid height was determined by GEOID03.
 LJ0437
 LJ0437;                    North         East     Units Scale Factor Converg.
 LJ0437;SPC NE       -    44,748.075   460,124.641   MT  0.99990189   -0 18 38.0
 LJ0437;UTM  14      - 4,454,916.211   375,068.294   MT  0.99979213   -0 56 55.5
 LJ0437
 LJ0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0437!SPC NE       -   0.99988342  x   0.99990189  =   0.99978532
 LJ0437!UTM  14      -   0.99988342  x   0.99979213  =   0.99967558
 LJ0437
 LJ0437|---------------------------------------------------------------------|
 LJ0437| PID    Reference Object                     Distance      Geod. Az  |
 LJ0437|                                                           dddmmss.s |
 LJ0437| LJ0436 INDIANOLA 2                           6.460 METERS 00024     |
 LJ0437| LJ0435 INDIANOLA MUNICIPAL TANK            APPROX. 4.4 KM 0824905.5 |
 LJ0437| CN8829 INDIANOLA 2 AZ MK                                  0890458.5 |
 LJ0437| CN8827 INDIANOLA RM 1                       17.744 METERS 09031     |
 LJ0437| CN8826 INDIANOLA AZ MK                                    0913411.4 |
 LJ0437| LJ0453 MC COOK MUNICIPAL TANK              APPROX.13.2 KM 2562256.7 |
 LJ0437| CN8828 INDIANOLA RM 2                       15.189 METERS 32605     |
 LJ0437|---------------------------------------------------------------------|
 LJ0437
 LJ0437                          SUPERSEDED SURVEY CONTROL
 LJ0437
 LJ0437  NAD 83(1986)-  40 14 07.34771(N)    100 28 07.03442(W) AD(       ) 3
 LJ0437  NAD 27      -  40 14 07.32028(N)    100 28 05.50286(W) AD(       ) 3
 LJ0437
 LJ0437.Superseded values are not recommended for survey control.
 LJ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0437.See file dsdata.txt to determine how the superseded data were derived.
 LJ0437
 LJ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7506854916(NAD 83)
 LJ0437_MARKER: DS = TRIANGULATION STATION DISK
 LJ0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0437
 LJ0437  HISTORY     - Date     Condition        Report By
 LJ0437  HISTORY     - 1951     MONUMENTED       CGS
 LJ0437  HISTORY     - 1965     GOOD             CGS
 LJ0437
 LJ0437                          STATION DESCRIPTION
 LJ0437
 LJ0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0437'THE STATION IS LOCATED ABOUT 8 MILES EAST OF MC COOK, 2.7
 LJ0437'MILES WEST OF INDIANOLA AND ON THE HIGHEST POINT OF A HILL.
 LJ0437'IT IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAYS 6 AND 34 AND 37.5
 LJ0437'FEET NORTH OF THE CENTER OF U.S. HIGHWAYS 6 AND 34.  IT IS
 LJ0437'STAMPED INDIANOLA 1951 AND IS SET FLUSH.
 LJ0437'
 LJ0437'REFERENCE MARK NO. 1 IS 38 FEET WEST OF A TELEPHONE POLE AND
 LJ0437'37 FEET NORTH OF THE CENTER OF U.S. HIGHWAYS 6 AND 34.  IT
 LJ0437'IS STAMPED INDIANOLA NO 1 1951 AND IS SET FLUSH.
 LJ0437'
 LJ0437'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF A FENCE CORNER AND 1
 LJ0437'FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED INDIANOLA
 LJ0437'NO 2 1951 AND PROJECTS 3 INCHES.
 LJ0437'
 LJ0437'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 96.0 FEET.
 LJ0437'
 LJ0437'THE AZIMUTH MARK IS 74 FEET EAST OF THE CENTER OF A DRIVEWAY
 LJ0437'TO A FARM HOUSE, 39 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS
 LJ0437'6 AND 34 AND 1 FOOT WEST OF A POWER LINE POLE.  IT IS STAMPED
 LJ0437'INDIANOLA 1951 AND PROJECTS 3 INCHES.
 LJ0437'
 LJ0437'TO REACH THE STATION FROM THE POST OFFICE IN INDIANOLA GO
 LJ0437'SOUTH ON A PAVED STREET FOR 0.05 MILE TO U.S. HIGHWAYS 6 AND 34,
 LJ0437'TURN RIGHT AND GO WEST ON U.S. HIGHWAYS 6 AND 34 FOR 2.25 MILES
 LJ0437'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE WEST
 LJ0437'FOR 0.45 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LJ0437
 LJ0437                          STATION RECOVERY (1965)
 LJ0437
 LJ0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LJ0437'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LJ0437'CONDITION.  ALL MARKS WERE IN THE WAY OF CONSTRUCTION OF U.S.
 LJ0437'HIGHWAY 6 AND 34.  A NEW STATION WAS ESTABLISHED IN THE IMMEDIATE
 LJ0437'VICINITY.  FOR DETAILS SEE DESCRIPTION FOR STATION INDIANOLA
 LJ0437'2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0436 ***********************************************************************
 LJ0436  DESIGNATION -  INDIANOLA 2
 LJ0436  PID         -  LJ0436
 LJ0436  STATE/COUNTY-  NE/RED WILLOW
 LJ0436  USGS QUAD   -  INDIANOLA (1983)
 LJ0436
 LJ0436                         *CURRENT SURVEY CONTROL
 LJ0436  ___________________________________________________________________
 LJ0436* NAD 83(1995)-  40 14 07.55266(N)    100 28 07.02734(W)     ADJUSTED  
 LJ0436* NAVD 88     -       767.     (meters)    2516.     (feet)  SCALED    
 LJ0436  ___________________________________________________________________
 LJ0436  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 LJ0436  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 LJ0436
 LJ0436  HORZ ORDER  -  THIRD
 LJ0436
 LJ0436.The horizontal coordinates were established by classical geodetic methods
 LJ0436.and adjusted by the National Geodetic Survey in August 1997..
 LJ0436.No horizontal observational check was made to the station.
 LJ0436
 LJ0436.The orthometric height was scaled from a topographic map.
 LJ0436
 LJ0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0436
 LJ0436.The geoid height was determined by GEOID03.
 LJ0436
 LJ0436;                    North         East     Units Scale Factor Converg.
 LJ0436;SPC NE       -    44,754.534   460,124.721   MT  0.99990187   -0 18 38.0
 LJ0436;UTM  14      - 4,454,922.668   375,068.445   MT  0.99979213   -0 56 55.5
 LJ0436
 LJ0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0436!SPC NE       -   0.99988342  x   0.99990187  =   0.99978530
 LJ0436!UTM  14      -   0.99988342  x   0.99979213  =   0.99967558
 LJ0436
 LJ0436:                Primary Azimuth Mark                     Grid Az
 LJ0436:SPC NE       -  INDIANOLA MUNICIPAL TANK                 083 12 43.8
 LJ0436:UTM  14      -  INDIANOLA MUNICIPAL TANK                 083 51 01.3
 LJ0436
 LJ0436|---------------------------------------------------------------------|
 LJ0436| PID    Reference Object                     Distance      Geod. Az  |
 LJ0436|                                                           dddmmss.s |
 LJ0436| LJ0435 INDIANOLA MUNICIPAL TANK            APPROX. 4.4 KM 0825405.8 |
 LJ0436| CN8830 INDIANOLA 2 RM 3                     29.034 METERS 08930     |
 LJ0436| CN8829 INDIANOLA 2 AZ MK                                  0894024.5 |
 LJ0436| CN8826 INDIANOLA AZ MK                                    0920359.2 |
 LJ0436| LJ0437 INDIANOLA                             6.460 METERS 18024     |
 LJ0436| CN8831 INDIANOLA 2 RM 4                     36.420 METERS 19058     |
 LJ0436| LJ0453 MC COOK MUNICIPAL TANK              APPROX.13.2 KM 2562118.7 |
 LJ0436|---------------------------------------------------------------------|
 LJ0436
 LJ0436                          SUPERSEDED SURVEY CONTROL
 LJ0436
 LJ0436  NAD 83(1986)-  40 14 07.55714(N)    100 28 07.03255(W) AD(       ) 3
 LJ0436  NAD 27      -  40 14 07.52972(N)    100 28 05.50099(W) AD(       ) 3
 LJ0436
 LJ0436.Superseded values are not recommended for survey control.
 LJ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0436.See file dsdata.txt to determine how the superseded data were derived.
 LJ0436
 LJ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7506854923(NAD 83)
 LJ0436_MARKER: DS = TRIANGULATION STATION DISK
 LJ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0436_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LJ0436
 LJ0436  HISTORY     - Date     Condition        Report By
 LJ0436  HISTORY     - 1965     MONUMENTED       CGS
 LJ0436
 LJ0436                          STATION DESCRIPTION
 LJ0436
 LJ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LJ0436'THE STATION IS ABOUT 8 MILES EAST OF MC COOK, 2.7 MILES WEST
 LJ0436'OF INDIANOLA AND ON THE RIGHT OF WAY OF U.S. HIGHWAY 6 AND 34.
 LJ0436'THE MARK IS 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LJ0436'37 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE AND 2 FEET
 LJ0436'EAST OF A METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES
 LJ0436'AND THE DISK IS STAMPED INDIANOLA 2 1965.
 LJ0436'
 LJ0436'TO REACH THE STATION FROM INDIANOLA, FROM THE MAIN INTERSECTION,
 LJ0436'GO WEST ON U.S. 6 AND 34 FOR 2.25 MILES TO THE AZIMUTH MARK ON
 LJ0436'THE RIGHT, CONTINUE WEST ON THE HIGHWAY FOR 0.4 MILE TO THE
 LJ0436'STATION ON THE RIGHT.
 LJ0436'
 LJ0436'R.M. NO. 3 IS ABOUT 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 LJ0436'AND 2 FEET WEST-SOUTHWEST OF A TELEPHONE POLE.  THE MARK PROJECTS
 LJ0436'2 INCHES AND THE DISK IS STAMPED INDIANOLA 2 NO 3 1965.
 LJ0436'
 LJ0436'R.M. NO. 4 IS 58 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LJ0436'16 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE AND 2 FEET
 LJ0436'NORTHWEST OF A POWERLINE POLE.  THE MARK PROJECTS 2 INCHES AND
 LJ0436'THE DISK IS STAMPED INDIANOLA 2 NO 4 1965.
 LJ0436'
 LJ0436'THE AZIMUTH MARK IS 65 FEET NORTH OF THE CENTERLINE OF THE
 LJ0436'HIGHWAY, 24 FEET WEST OF THE CENTERLINE OF A DRIVEWAY LEADING
 LJ0436'NORTH TO A FARMHOUSE, 3 FEET SOUTHWEST OF A TELEPHONE POLE
 LJ0436'AND 1.5 FEET WEST OF A METAL WITNESS POST.  THE MARK PROJECTS
 LJ0436'4 INCHES AND THE DISK IS STAMPED INDIANOLA 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0435 ***********************************************************************
 LJ0435  DESIGNATION -  INDIANOLA MUNICIPAL TANK
 LJ0435  PID         -  LJ0435
 LJ0435  STATE/COUNTY-  NE/RED WILLOW
 LJ0435  USGS QUAD   -  INDIANOLA (1983)
 LJ0435
 LJ0435                         *CURRENT SURVEY CONTROL
 LJ0435  ___________________________________________________________________
 LJ0435* NAD 83(1995)-  40 14 25.13706(N)    100 25 02.33532(W)     ADJUSTED  
 LJ0435* NAVD 88     -                                                        
 LJ0435  ___________________________________________________________________
 LJ0435  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 LJ0435  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 LJ0435
 LJ0435  HORZ ORDER  -  THIRD
 LJ0435
 LJ0435.The horizontal coordinates were established by classical geodetic methods
 LJ0435.and adjusted by the National Geodetic Survey in August 1997..
 LJ0435
 LJ0435
 LJ0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0435
 LJ0435.The geoid height was determined by GEOID03.
 LJ0435
 LJ0435;                    North         East     Units Scale Factor Converg.
 LJ0435;SPC NE       -    45,274.485   464,492.760   MT  0.99990000   -0 16 35.6
 LJ0435;UTM  14      - 4,455,393.844   379,441.503   MT  0.99977892   -0 54 56.5
 LJ0435
 LJ0435                          SUPERSEDED SURVEY CONTROL
 LJ0435
 LJ0435  NAD 83(1986)-  40 14 25.14125(N)    100 25 02.33998(W) AD(       ) 4
 LJ0435  NAD 27      -  40 14 25.11238(N)    100 25 00.80634(W) AD(       ) 3
 LJ0435
 LJ0435.Superseded values are not recommended for survey control.
 LJ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0435.See file dsdata.txt to determine how the superseded data were derived.
 LJ0435
 LJ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7944255394(NAD 83)
 LJ0435_MARKER: 53 = ELEVATED TANK
 LJ0435
 LJ0435  HISTORY     - Date     Condition        Report By
 LJ0435  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0435
 LJ0435                          STATION DESCRIPTION
 LJ0435
 LJ0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0435'THE STATION IS LOCATED AT THE EXTREME NORTH-CENTRAL EDGE
 LJ0435'OF INDIANOLA AND 100.0 FEET WEST OF THE CENTER OF AN OILED
 LJ0435'ROAD.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE
 LJ0435'TANK PROPER, HAS A CONICAL ROOF WITH A BALL AT THE APEX AND
 LJ0435'AN OVER-ALL HEIGHT OF 65.0 FEET.
 LJ0435'
 LJ0435'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0395 ***********************************************************************
 LJ0395  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0395  DESIGNATION -  INGHAM RESET
 LJ0395  PID         -  LJ0395
 LJ0395  STATE/COUNTY-  NE/LINCOLN
 LJ0395  USGS QUAD   -  STOCKVILLE NE (1956)
 LJ0395
 LJ0395                         *CURRENT SURVEY CONTROL
 LJ0395  ___________________________________________________________________
 LJ0395* NAD 83(1995)-  40 42 40.65335(N)    100 19 44.71454(W)     ADJUSTED  
 LJ0395* NAVD 88     -       883.1    (meters)    2897.     (feet)  GPS OBS   
 LJ0395  ___________________________________________________________________
 LJ0395  X           -    -868,217.427 (meters)                     COMP
 LJ0395  Y           -  -4,763,743.482 (meters)                     COMP
 LJ0395  Z           -   4,138,734.131 (meters)                     COMP
 LJ0395  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 LJ0395  ELLIP HEIGHT-         859.76  (meters)          (09/24/01) GPS OBS
 LJ0395  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 LJ0395
 LJ0395  HORZ ORDER  -  B
 LJ0395  ELLP ORDER  -  FOURTH    CLASS I
 LJ0395
 LJ0395.The horizontal coordinates were established by GPS observations
 LJ0395.and adjusted by the National Geodetic Survey in June 1996..
 LJ0395
 LJ0395.The orthometric height was determined by GPS observations and a
 LJ0395.high-resolution geoid model.
 LJ0395
 LJ0395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0395
 LJ0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0395
 LJ0395.The ellipsoidal height was determined by GPS observations
 LJ0395.and is referenced to NAD 83.
 LJ0395
 LJ0395.The geoid height was determined by GEOID03.
 LJ0395
 LJ0395;                    North         East     Units Scale Factor Converg.
 LJ0395;SPC NE       -    97,531.409   472,198.620   MT  0.99975398   -0 13 05.1
 LJ0395;UTM  14      - 4,507,557.991   387,733.878   MT  0.99975513   -0 52 01.1
 LJ0395
 LJ0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0395!SPC NE       -   0.99986515  x   0.99975398  =   0.99961916
 LJ0395!UTM  14      -   0.99986515  x   0.99975513  =   0.99962031
 LJ0395
 LJ0395:                Primary Azimuth Mark                     Grid Az
 LJ0395:SPC NE       -  FARNAM MUNICIPAL STANDPIPE               091 13 56.4
 LJ0395:UTM  14      -  FARNAM MUNICIPAL STANDPIPE               091 52 52.4
 LJ0395
 LJ0395|---------------------------------------------------------------------|
 LJ0395| PID    Reference Object                     Distance      Geod. Az  |
 LJ0395|                                                           dddmmss.s |
 LJ0395| LJ0393 FARNAM MUNICIPAL STANDPIPE          APPROX. 9.7 KM 0910051.3 |
 LJ0395| CN8837 INGHAM RM 1                          17.954 METERS 15023     |
 LJ0395| CN8836 INGHAM AZ MK                                       1972710.7 |
 LJ0395| CN8838 INGHAM RM 2                          19.608 METERS 24601     |
 LJ0395| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX. 6.4 KM 2483655.1 |
 LJ0395| CN8839 INGHAM RM 3                          10.092 METERS 35254     |
 LJ0395|---------------------------------------------------------------------|
 LJ0395
 LJ0395                          SUPERSEDED SURVEY CONTROL
 LJ0395
 LJ0395  ELLIP H (06/25/96)  859.81   (m)                       GP(       ) 1 1
 LJ0395  NAD 83(1986)-  40 42 40.65978(N)    100 19 44.72287(W) AD(       ) 2
 LJ0395  NAD 27      -  40 42 40.62617(N)    100 19 43.22556(W) AD(       ) 2
 LJ0395
 LJ0395.Superseded values are not recommended for survey control.
 LJ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0395.See file dsdata.txt to determine how the superseded data were derived.
 LJ0395
 LJ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8773407558(NAD 83)
 LJ0395_MARKER: DS = TRIANGULATION STATION DISK
 LJ0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0395_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LJ0395_STAMPING: INGHAM 1951 1971
 LJ0395_MARK LOGO: CGS   
 LJ0395_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0395+STABILITY: SURFACE MOTION
 LJ0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0395+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1995
 LJ0395
 LJ0395  HISTORY     - Date     Condition        Report By
 LJ0395  HISTORY     - 1971     MONUMENTED       NGS
 LJ0395  HISTORY     - 19950427 GOOD             NGS
 LJ0395
 LJ0395                          STATION DESCRIPTION
 LJ0395
 LJ0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LJ0395'THE STATION SURFACE MARK WAS RECOVERED AND FOUND OUT OF
 LJ0395'POSITION AND THE DISK WAS PARTLY GONE.  REFERENCE MARK NO.
 LJ0395'1 WAS DESTROYED BY ROAD CONSTRUCTION.  THE UNDERGROUND MARK,
 LJ0395'REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE RECOVERED
 LJ0395'AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 LJ0395'REFERENCE MARK NO. 2 CHECKED, ALSO THE DIRECTION BETWEEN
 LJ0395'THE AZIMUTH MARK AND THE MOOREFIELD, MUNICIPAL WATER TANK
 LJ0395'CHECKED.
 LJ0395'
 LJ0395'A NEW STATION SURFACE MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 LJ0395'MARK AND ALSO REFERENCE MARK NO. 3 WAS SET.
 LJ0395'
 LJ0395'FOLLOWING IS A NEW DESCRIPTION.
 LJ0395'
 LJ0395'TO REACH THE STATION FROM THE POST OFFICE IN FARNAM, GO WEST
 LJ0395'ON STATE HIGHWAY 23 FOR 6.75 MILES TO A CROSSROAD.  TURN
 LJ0395'RIGHT AND GO NORTH ON A DIRT ROAD FOR 2.05 MILES TO THE
 LJ0395'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH AND EAST ON THE
 LJ0395'DIRT ROAD FOR 0.95 MILES TO THE STATION ON THE LEFT.
 LJ0395'
 LJ0395'STATION SURFACE MARK, A STANDARD DISK STAMPED INGHAM 1951
 LJ0395'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 LJ0395'8 INCHES BELOW OF THE SURFACE OF THE GROUND.  IT IS 37 FEET
 LJ0395'NORTH OF THE CENTER OF THE DIRT ROAD, 10.5 FEET SOUTHEAST
 LJ0395'OF A CORNER FENCE POST, AND 2 FEET SOUTHWEST OF A METAL
 LJ0395'WITNESS POST.  THE UNDERGROUND MARK, A STANDARD DISK STAMPED
 LJ0395'INGHAM 1951, IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 LJ0395'30 INCHES BELOW THE SURFACE OF THE GROUND.
 LJ0395'
 LJ0395'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED INGHAM NO. 2
 LJ0395'1951, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LJ0395'1 INCH.  IT IS 37 FEET NORTH OF THE CENTER OF THE DIRT ROAD
 LJ0395'AND 1 FOOT SOUTH OF A FENCE.
 LJ0395'
 LJ0395'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED INGHAM 1951
 LJ0395'NO. 3 1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LJ0395'PROJECTS 3 INCHES.  IT IS 31 FEET NORTH OF THE FENCE CORNER
 LJ0395'POST AND 1 FOOT EAST OF A FENCE.
 LJ0395'
 LJ0395'AZIMUTH MARK, A STANDARD DISK STAMPED INGHAM 1951, IS SET
 LJ0395'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LJ0395'IT IS 42 FEET EAST OF THE CENTER OF THE DIRT ROAD, 3 FEET
 LJ0395'NORTHWEST OF A JOG IN THE FENCE, AND 1 FOOT NORTHWEST OF
 LJ0395'A METAL WITNESS POST.
 LJ0395'
 LJ0395'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 LJ0395'MILES NE OF MOOREFIELD.
 LJ0395
 LJ0395                          STATION RECOVERY (1995)
 LJ0395
 LJ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0395'TO REACH THE MARK FROM THE POST OFFICE AND WATER TANK IN MOOREFIELD,
 LJ0395'GO SOUTH ON A GRAVELED COUNTY ROAD FOR 0.3 MI (0.5 KM) TO STATE
 LJ0395'HIGHWAY 23.  TURN LEFT AND GO EAST ON THE HIGHWAY FOR 3.6 MI (5.8 KM)
 LJ0395'TO A GRAVELED CROSSROAD AT A TWIN MICROWAVE TOWER.  TURN LEFT AND GO
 LJ0395'NORTH FOR 2.05 MI (3.30 KM) TO THE STATION ON THE LEFT, OPPOSITE A
 LJ0395'FIELD ENTRANCE, ABOUT MID-WAY THROUGH A CURVE IN THE ROAD TO THE
 LJ0395'NORTHEAST, AT A FENCE CORNER, ON THE NORTHWEST RIGHT-OF-WAY OF THE
 LJ0395'COUNTY ROAD AND IN THE NW1/4, SEC31, T9N, R26W.  THE DISK IS SET INTO
 LJ0395'THE TOP OF A 23-INCH ROUND CONCRETE MONUMENT THAT IS RECESSED ABOUT
 LJ0395'0.75 FT (22.86 CM) BELOW THE GROUND SURFACE.  IT IS 65.2 FT (19.9 M)
 LJ0395'WEST-NORTHWEST FROM A FENCE CORNER WHICH IS SOUTH OF THE ROAD AT THE
 LJ0395'WEST EDGE OF A SMALL CANYON, 32.0 FT (9.8 M) NORTHWEST FROM THE
 LJ0395'CENTERLINE OF THE ROAD, 7.8 FT (2.4 M) EAST-SOUTHEAST FROM A FENCE
 LJ0395'CORNER POST, 2.8 FT (0.9 M) NORTHWEST FROM A FIBERGLASS WITNESS POST
 LJ0395'AND 2.5 FT (0.8 M) SOUTHWEST FROM A METAL WITNESS POST.  A LENGTH OF
 LJ0395'REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1122 ***********************************************************************
 LH1122  DESIGNATION -  INGLESIDE STATE HOSPITAL STACK
 LH1122  PID         -  LH1122
 LH1122  STATE/COUNTY-  NE/ADAMS
 LH1122  USGS QUAD   -  HASTINGS WEST (1983)
 LH1122
 LH1122                         *CURRENT SURVEY CONTROL
 LH1122  ___________________________________________________________________
 LH1122* NAD 83(1995)-  40 35 03.98695(N)    098 26 28.20344(W)     ADJUSTED  
 LH1122* NAVD 88     -                                                        
 LH1122  ___________________________________________________________________
 LH1122  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 LH1122  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 LH1122
 LH1122  HORZ ORDER  -  THIRD
 LH1122
 LH1122.The horizontal coordinates were established by classical geodetic methods
 LH1122.and adjusted by the National Geodetic Survey in August 1997..
 LH1122
 LH1122
 LH1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1122
 LH1122.The geoid height was determined by GEOID03.
 LH1122
 LH1122;                    North         East     Units Scale Factor Converg.
 LH1122;SPC NE       -    84,584.655   631,937.623   MT  0.99978678   +1 01 58.9
 LH1122;UTM  14      - 4,492,777.763   547,292.716   MT  0.99962753   +0 21 48.8
 LH1122
 LH1122                          SUPERSEDED SURVEY CONTROL
 LH1122
 LH1122  NAD 83(1986)-  40 35 03.99419(N)    098 26 28.20366(W) AD(       ) 4
 LH1122  NAD 27      -  40 35 03.93600(N)    098 26 26.98500(W) AD(       ) 3
 LH1122
 LH1122.Superseded values are not recommended for survey control.
 LH1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1122.See file dsdata.txt to determine how the superseded data were derived.
 LH1122
 LH1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4729392778(NAD 83)
 LH1122_MARKER: 63 = STACK
 LH1122
 LH1122  HISTORY     - Date     Condition        Report By
 LH1122  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1122  HISTORY     - 1964     GOOD             CGS
 LH1122  HISTORY     - 1979     GOOD             NGS
 LH1122
 LH1122                          STATION DESCRIPTION
 LH1122
 LH1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1122'THE STATION IS LOCATED NEAR THE WEST EDGE OF THE HOSPITAL AREA.
 LH1122'IT IS A GRAY COLORED CONCRETE STACK ABOUT 6 FEET IN DIAMETER AND HAS
 LH1122'AN OVERALL HEIGHT OF ABOUT 120 FEET.  THE STACK IS LOCATED AT THE
 LH1122'NORTH END OF THE POWER HOUSE.
 LH1122'
 LH1122'THE TOP AND CENTER OF THE STACK WAS OBSERVED.
 LH1122
 LH1122                          STATION RECOVERY (1964)
 LH1122
 LH1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 LH1122'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LH1122'CONDITION.  LOCAL INQUIRY VERIFIED THE EXISTANCE.
 LH1122
 LH1122                          STATION RECOVERY (1979)
 LH1122
 LH1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RPD)
 LH1122'THE STACK WAS RECOVERED IN GOOD CONDITION.  HOWEVER, THE STACK HAS
 LH1122'HAD THE TOP 13 FEET REMOVED AS OF 1977, AND IT IS ON THE SOUTH END
 LH1122'OF THE POWER HOUSE RATHER THAN THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1125 ***********************************************************************
 LH1125  DESIGNATION -  INGLESIDE STATE HOSPITAL STANDPIPE
 LH1125  PID         -  LH1125
 LH1125  STATE/COUNTY-  NE/ADAMS
 LH1125  USGS QUAD   -  HASTINGS WEST (1983)
 LH1125
 LH1125                         *CURRENT SURVEY CONTROL
 LH1125  ___________________________________________________________________
 LH1125* NAD 83(1995)-  40 35 02.67732(N)    098 26 27.49999(W)     ADJUSTED  
 LH1125* NAVD 88     -                                                        
 LH1125  ___________________________________________________________________
 LH1125  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 LH1125  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 LH1125
 LH1125  HORZ ORDER  -  THIRD
 LH1125
 LH1125.The horizontal coordinates were established by classical geodetic methods
 LH1125.and adjusted by the National Geodetic Survey in August 1997..
 LH1125
 LH1125
 LH1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1125
 LH1125.The geoid height was determined by GEOID03.
 LH1125
 LH1125;                    North         East     Units Scale Factor Converg.
 LH1125;SPC NE       -    84,544.571   631,954.888   MT  0.99978688   +1 01 59.4
 LH1125;UTM  14      - 4,492,737.487   547,309.509   MT  0.99962755   +0 21 49.3
 LH1125
 LH1125                          SUPERSEDED SURVEY CONTROL
 LH1125
 LH1125  NAD 83(1986)-  40 35 02.68455(N)    098 26 27.49961(W) AD(       ) 4
 LH1125  NAD 27      -  40 35 02.62200(N)    098 26 26.28000(W) AD(       ) 3
 LH1125
 LH1125.Superseded values are not recommended for survey control.
 LH1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1125.See file dsdata.txt to determine how the superseded data were derived.
 LH1125
 LH1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4731092737(NAD 83)
 LH1125_MARKER: 52 = STANDPIPE TANK
 LH1125
 LH1125  HISTORY     - Date     Condition        Report By
 LH1125  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1125
 LH1125                          STATION DESCRIPTION
 LH1125
 LH1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1125'THE STATION IS LOCATED AT THE WEST EDGE OF THE HOSPITAL AREA.
 LH1125'IT IS ABOUT 12 FEET IN DIAMETER AND HAS AN OVERALL HEIGHT OF ABOUT
 LH1125'100 FEET.  THE TANK IS SILVER IN COLOR AND HAS A CONICAL SHAPED
 LH1125'ROOF.
 LH1125'
 LH1125'THE TOP AND CENTER OF THE TANK ROOF WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0660 ***********************************************************************
 NN0660  DESIGNATION -  INMAN
 NN0660  PID         -  NN0660
 NN0660  STATE/COUNTY-  NE/HOLT
 NN0660  USGS QUAD   -  O'NEILL SE (1986)
 NN0660
 NN0660                         *CURRENT SURVEY CONTROL
 NN0660  ___________________________________________________________________
 NN0660* NAD 83(1995)-  42 21 53.07393(N)    098 30 06.05540(W)     ADJUSTED  
 NN0660* NAVD 88     -       583.     (meters)    1913.     (feet)  SCALED    
 NN0660  ___________________________________________________________________
 NN0660  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 NN0660  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 NN0660
 NN0660  HORZ ORDER  -  THIRD
 NN0660
 NN0660.The horizontal coordinates were established by classical geodetic methods
 NN0660.and adjusted by the National Geodetic Survey in August 1997..
 NN0660
 NN0660.The orthometric height was scaled from a topographic map.
 NN0660
 NN0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0660
 NN0660.The geoid height was determined by GEOID03.
 NN0660
 NN0660;                    North         East     Units Scale Factor Converg.
 NN0660;SPC NE       -   282,130.722   623,390.912   MT  0.99977100   +0 59 34.6
 NN0660;UTM  14      - 4,690,394.729   541,033.039   MT  0.99962072   +0 20 08.9
 NN0660
 NN0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0660!SPC NE       -   0.99991237  x   0.99977100  =   0.99968339
 NN0660!UTM  14      -   0.99991237  x   0.99962072  =   0.99953313
 NN0660
 NN0660:                Primary Azimuth Mark                     Grid Az
 NN0660:SPC NE       -  PAGE SOUTHWEST BASE                      039 33 15.7
 NN0660:UTM  14      -  PAGE SOUTHWEST BASE                      040 12 41.4
 NN0660
 NN0660|---------------------------------------------------------------------|
 NN0660| PID    Reference Object                     Distance      Geod. Az  |
 NN0660|                                                           dddmmss.s |
 NN0660| NN0174 PAGE SOUTHWEST BASE                 APPROX. 8.6 KM 0403250.3 |
 NN0660| NN0655 PAGE MUNICIPAL TANK                 APPROX. 7.8 KM 0595816.1 |
 NN0660| CO3776 INMAN RM 1                           22.948 METERS 23049     |
 NN0660| CO3778 INMAN RM 3                           30.657 METERS 23838     |
 NN0660| CO3775 INMAN AZ MK                                        3164424.7 |
 NN0660| CO3777 INMAN RM 2                           16.972 METERS 32516     |
 NN0660|---------------------------------------------------------------------|
 NN0660
 NN0660                          SUPERSEDED SURVEY CONTROL
 NN0660
 NN0660  NAD 83(1986)-  42 21 53.07902(N)    098 30 06.06050(W) AD(       ) 3
 NN0660  NAD 27      -  42 21 53.06400(N)    098 30 04.76500(W) AD(       ) 3
 NN0660
 NN0660.Superseded values are not recommended for survey control.
 NN0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0660.See file dsdata.txt to determine how the superseded data were derived.
 NN0660
 NN0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4103390395(NAD 83)
 NN0660_MARKER: DS = TRIANGULATION STATION DISK
 NN0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0660
 NN0660  HISTORY     - Date     Condition        Report By
 NN0660  HISTORY     - 1949     MONUMENTED       CGS
 NN0660  HISTORY     - 1962     SEE DESCRIPTION  USGS
 NN0660  HISTORY     - 1968     GOOD             CGS
 NN0660
 NN0660                          STATION DESCRIPTION
 NN0660
 NN0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0660'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHEAST OF INMAN,
 NN0660'165.0 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAYS NO. 20
 NN0660'AND 275, 61.0 FEET SOUTHWEST OF THE WEST RAIL OF A RAILROAD
 NN0660'TRACK, AND 22.0 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, AND
 NN0660'18.5 FEET NORTH OF THE CENTER OF A GRADED ROAD, AND 12.6 FEET
 NN0660'SOUTH-SOUTHWEST OF A WITNESS POST.  IT PROJECTS 3 INCHES
 NN0660'AND IS STAMPED INMAN 1949.
 NN0660'
 NN0660'REFERENCE MARK NO. 1 IS 30.3 FEET SOUTH OF THE CENTER OF A
 NN0660'GRADED ROAD, 26.0 FEET EAST OF A T FENCE CORNER AND 1.0 FOOT
 NN0660'NORTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED INMAN
 NN0660'NO 1 1949.
 NN0660'
 NN0660'REFERENCE MARK NO. 2 IS 48.4 FEET SOUTHWEST OF THE WEST RAIL
 NN0660'OF A RAILROAD TRACK.  IT PROJECTS 4 INCHES AND IS STAMPED
 NN0660'INMAN NO 2 1949.
 NN0660'
 NN0660'THE AZIMUTH MARK IS LOCATED ON THE RIGHT-OF-WAY BETWEEN A
 NN0660'RAILROAD TRACK AND U.S. HIGHWAYS NO. 20 AND 275.  IT IS 50.4
 NN0660'FEET WEST-SOUTHWEST OF THE CENTER OF U.S. HIGHWAYS NO. 20
 NN0660'AND 275, 47.0 FEET EAST-NORTHEAST OF THE EAST RAIL OF A RAILROAD
 NN0660'TRACK AND 2.0 FEET EAST-SOUTHEAST OF A WITNESS POST.  IT
 NN0660'PROJECTS 1 INCH AND IS STAMPED INMAN 1949.
 NN0660'
 NN0660'TO REACH THE STATION FROM THE RAILROAD STATION IN INMAN, GO
 NN0660'SOUTHEAST ON U.S. HIGHWAYS NO. 20 AND 275 FOR 1.65 MILES AND
 NN0660'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTHEAST
 NN0660'ON U.S. HIGHWAYS NO. 20 AND 275 FOR 0.35 OF A MILE TO A CROSSROAD,
 NN0660'HERE TURN SHARP RIGHT ACROSS RAILROAD TRACKS AND A WOODEN
 NN0660'BRIDGE TO THE STATION ON THE RIGHT AS DESCRIBED.
 NN0660'
 NN0660'A 74 FOOT SIGNAL AT STATION PAGE SW BASE 1900 1906 IS VISIBLE
 NN0660'AT 64 FEET.
 NN0660'
 NN0660'A 4 FOOT SIGNAL AT STATION ELKHORN IS VISIBLE AT 64 FEET.
 NN0660'
 NN0660'A 74 FOOT SIGNAL AT STATION STAFFORD IS VISIBLE AT 20 FEET.
 NN0660'
 NN0660'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0660
 NN0660                          STATION RECOVERY (1962)
 NN0660
 NN0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0660'STATION WAS FOUND DESTROYED.
 NN0660'
 NN0660'REFERENCE MARK NO. 1, (TABLET), HAS BEEN TORN OUT AND WAS
 NN0660'FOUND AT SITE.
 NN0660
 NN0660                          STATION RECOVERY (1968)
 NN0660
 NN0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NN0660'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 NN0660'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 NN0660'DESTROYED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND
 NN0660'AND ALL INDICATIONS SHOW THE MARK WAS DESTROYED WHEN HIGHWAY
 NN0660'WAS WIDENED.  NO V.G. OBJECTS SO A NEW AZIMUTH MARK WAS NOT
 NN0660'SET.  THIS STATION WAS REPORTED DESTROYED BY THE U.S. GEOLOGICAL
 NN0660'SURVEY IN 1962.
 NN0660'
 NN0660'REFERENCE MARK NO. 3 WAS SET.
 NN0660'
 NN0660'FOLLOWING IS A NEW DESCRIPTION.
 NN0660'
 NN0660'TO REACH THE STATION FROM THE CROSSROAD AT INMAN, GO SOUTHEAST
 NN0660'ON U.S. HIGHWAY 20 FOR 1.9 MILES TO A CROSSROAD.  TURN RIGHT
 NN0660'AND CROSS RAILROAD TRACKS AND THE STATION ON THE RIGHT.
 NN0660'
 NN0660'STATION MARK, A STANDARD DISK STAMPED INMAN 1949, IS SET IN
 NN0660'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 NN0660'SURFACE OF THE GROUND.  IT IS 165 FEET SOUTHWEST OF THE CENTER
 NN0660'OF HIGHWAY, 61 FEET SOUTHWEST OF THE WEST RAIL OF RAILROAD
 NN0660'TRACKS, 50 FEET SOUTHEAST OF A PIPELINE PIPE ABOUT 7 FEET HIGH,
 NN0660'22 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 18.5 FEET NORTH
 NN0660'OF THE CENTER OF A GRADED ROAD, AND 12.5 FEET SOUTH-SOUTHWEST
 NN0660'OF A WOODEN WITNESS POST SET IN THE RIGHT-OF-WAY FENCE.
 NN0660'THE UNDERGROUND MARK WAS NOT INSPECTED.
 NN0660'
 NN0660'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED INMAN NO. 2 1949,
 NN0660'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 NN0660'3 INCHES.  IT IS 48.5 FEET SOUTHWEST OF THE WEST RAIL OF THE
 NN0660'RAILROAD TRACK AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 NN0660'
 NN0660'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED INMAN 1949
 NN0660'NO. 3 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 NN0660'PROJECTS 1 INCH.  IT IS 37 FEET SOUTH OF THE CENTER OF THE
 NN0660'GRADED ROAD, 2.5 FEET WEST OF A T-FENCE CORNER, AND 0.5 FEET
 NN0660'SOUTH OF A FENCE.
 NN0660'
 NN0660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 NN0660'MILES SOUTHEAST OF INMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0507 ***********************************************************************
 NO0507  DESIGNATION -  IRWIN
 NO0507  PID         -  NO0507
 NO0507  STATE/COUNTY-  NE/CHERRY
 NO0507  USGS QUAD   -  IRWIN (1990)
 NO0507
 NO0507                         *CURRENT SURVEY CONTROL
 NO0507  ___________________________________________________________________
 NO0507* NAD 83(1995)-  42 54 33.79985(N)    101 57 19.55004(W)     ADJUSTED  
 NO0507* NAVD 88     -      1102.     (meters)    3615.     (feet)  SCALED    
 NO0507  ___________________________________________________________________
 NO0507  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 NO0507  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 NO0507
 NO0507  HORZ ORDER  -  FIRST
 NO0507
 NO0507.The horizontal coordinates were established by classical geodetic methods
 NO0507.and adjusted by the National Geodetic Survey in August 1997..
 NO0507
 NO0507.The orthometric height was scaled from a topographic map.
 NO0507
 NO0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0507
 NO0507.The geoid height was determined by GEOID03.
 NO0507
 NO0507;                    North         East     Units Scale Factor Converg.
 NO0507;SPC NE       -   343,360.895   340,338.250   MT  0.99995969   -1 17 45.1
 NO0507;SPC SD S     -    65,288.690   467,549.120   MT  0.99998286   -1 07 08.4
 NO0507;SPC SD S     -   214,201.31  1,533,950.74   sFT  0.99998286   -1 07 08.4
 NO0507;UTM  14      - 4,754,990.936   258,746.086   MT  1.00031610   -2 00 47.3
 NO0507;UTM  13      - 4,755,250.590   748,530.883   MT  1.00035995   +2 04 26.1
 NO0507
 NO0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0507!SPC NE       -   0.99983010  x   0.99995969  =   0.99978979
 NO0507!SPC SD S     -   0.99983010  x   0.99998286  =   0.99981296
 NO0507!UTM  14      -   0.99983010  x   1.00031610  =   1.00014614
 NO0507!UTM  13      -   0.99983010  x   1.00035995  =   1.00018998
 NO0507
 NO0507:                Primary Azimuth Mark                     Grid Az
 NO0507:SPC NE       -  IRWIN AZ MK                              072 59 58.8
 NO0507:SPC SD S     -  IRWIN AZ MK                              072 49 22.1
 NO0507:UTM  14      -  IRWIN AZ MK                              073 43 01.0
 NO0507:UTM  13      -  IRWIN AZ MK                              069 37 47.6
 NO0507
 NO0507|---------------------------------------------------------------------|
 NO0507| PID    Reference Object                     Distance      Geod. Az  |
 NO0507|                                                           dddmmss.s |
 NO0507| CQ4062 IRWIN AZ MK                                        0714213.7 |
 NO0507| CQ4063 IRWIN RM 1                           39.724 METERS 13914     |
 NO0507| CQ4064 IRWIN RM 2                           14.133 METERS 34422     |
 NO0507|---------------------------------------------------------------------|
 NO0507
 NO0507                          SUPERSEDED SURVEY CONTROL
 NO0507
 NO0507  NAD 83(1986)-  42 54 33.79201(N)    101 57 19.55512(W) AD(       ) 1
 NO0507  NAD 27      -  42 54 33.79200(N)    101 57 18.02000(W) AD(       ) 1
 NO0507
 NO0507.Superseded values are not recommended for survey control.
 NO0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0507.See file dsdata.txt to determine how the superseded data were derived.
 NO0507
 NO0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN5874654991(NAD 83)
 NO0507_MARKER: DS = TRIANGULATION STATION DISK
 NO0507_SETTING: 0 = UNSPECIFIED SETTING
 NO0507
 NO0507  HISTORY     - Date     Condition        Report By
 NO0507  HISTORY     - 1946     MONUMENTED       CGS
 NO0507
 NO0507                          STATION DESCRIPTION
 NO0507
 NO0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0507'LOCATED ABOUT 15 MILES NORTHEAST OF GORDON, 2.5 MILES NORTH
 NO0507'OF IRWIN AND 200 FEET NORTH OF A WIRE FENCE ON THE HIGHEST
 NO0507'POINT OF A LARGE, PROMINENT SAND HILL.  IT IS A STANDARD
 NO0507'DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 15
 NO0507'INCHES.  IT IS STAMPED IRWIN 1946.
 NO0507'
 NO0507'REFERENCE MARK NO. 1 IS ABOUT 50 FEET LOWER THAN THE STATION,
 NO0507'65 FEET NORTH OF THE WIRE FENCE AND 2 FEET NORTH OF A REFERENCE
 NO0507'POST.  IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH
 NO0507'SOIL PIPE THAT PROJECTS 14 INCHES.  IT IS STAMPED IRWIN
 NO0507'NO 1 1946.
 NO0507'
 NO0507'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER THAN THE STATION
 NO0507'AND 5 FEET SOUTH OF THE NORTH EDGE OF THE SAND HILL.  IT IS
 NO0507'A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT
 NO0507'PROJECTS 12 INCHES.  IT IS STAMPED IRWIN NO 2 1946.
 NO0507'
 NO0507'THE AZIMUTH MARK IS 10 FEET WEST OF A WIRE FENCE AND 2 FEET
 NO0507'WEST OF A REFERENCE POST.  IT IS A STANDARD DISK WELDED TO
 NO0507'THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.  IT
 NO0507'IS STAMPED IRWIN 1946.
 NO0507'
 NO0507'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NO0507'20 AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON,
 NO0507'GO EAST ON NO. 20 FOR 14.6 MILES (SIGN IRWIN 7 MILES NORTHWEST).
 NO0507'THEN LEFT, NORTH, (ON A ROCK ROAD THAT SOON CHANGES TO A
 NO0507'SAND TRAIL) FOR 4.9 MILES.  THEN RIGHT FORK FOR 1.1 MILES.
 NO0507'THEN LEFT FORK, WEST, FOR 0.5 MILE TO THE RAILROAD DEPOT AT
 NO0507'IRWIN.  TURN RIGHT, NORTH, (CROSSING RAILROAD TRACKS) FOR
 NO0507'0.05 MILE TO A FORK.  THEN RIGHT FORK, NORTHERLY, FOR 1.05
 NO0507'MILES TO A T INTERSECTION.  THEN RIGHT, EAST, FOR 0.25 MILES
 NO0507'TO FORKS JUST WEST OF A RANCH HOUSE.  TURN LEFT, NORTH, ON
 NO0507'THE EXTREME LEFT FORK FOR 1.4 MILES.  THEN LEFT FORK FOR
 NO0507'0.1 MILE TO A FORK JUST AFTER CROSSING A SMALL WOODEN
 NO0507'BRIDGE.  THEN LEFT FORK (DIM TRACK ROAD) FOR 0.35 MILE.  THEN
 NO0507'RIGHT FORK, NORTHERLY, FOR 0.45 MILE TO A WIRE GATE ON
 NO0507'THE LEFT (ABOUT 60 YARDS SOUTH-SOUTHWEST OF A WINDMILL).
 NO0507'TURN LEFT, THROUGH THE WIRE GATE, GO WESTERLY (KEEPING
 NO0507'ABOUT 200 YARDS NORTH OF A WIRE FENCE) FOR 0.55 MILE TO A
 NO0507'NORTH-SOUTH WIRE FENCE AND THE AZIMUTH MARK.  TAKE THE FENCE
 NO0507'DOWN AND CONTINUE WESTERLY FOR 0.4 MILE TO THE END OF
 NO0507'TRUCK TRAVEL AT THE EAST BASE OF THE SAND HILL.  PACK
 NO0507'WESTERLY FOR ABOUT 200 YARDS TO THE HIGHEST POINT AND THE
 NO0507'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0686 ***********************************************************************
 NP0686  DESIGNATION -  ISINGLASS
 NP0686  PID         -  NP0686
 NP0686  STATE/COUNTY-  NE/DAWES
 NP0686  USGS QUAD   -  ISINGLASS BUTTES (1970)
 NP0686
 NP0686                         *CURRENT SURVEY CONTROL
 NP0686  ___________________________________________________________________
 NP0686* NAD 83(1995)-  42 54 44.65891(N)    102 57 25.84624(W)     ADJUSTED  
 NP0686* NAVD 88     -      1059.     (meters)    3474.     (feet)  SCALED    
 NP0686  ___________________________________________________________________
 NP0686  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 NP0686  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 NP0686
 NP0686  HORZ ORDER  -  FIRST
 NP0686
 NP0686.The horizontal coordinates were established by classical geodetic methods
 NP0686.and adjusted by the National Geodetic Survey in January 1998..
 NP0686
 NP0686.The orthometric height was scaled from a topographic map.
 NP0686
 NP0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0686
 NP0686.The geoid height was determined by GEOID03.
 NP0686
 NP0686;                    North         East     Units Scale Factor Converg.
 NP0686;SPC NE       -   346,019.418   258,582.969   MT  0.99996099   -1 57 35.0
 NP0686;SPC SD S     -    67,714.314   385,784.819   MT  0.99998222   -1 48 36.2
 NP0686;SPC SD S     -   222,159.38  1,265,695.69   sFT  0.99998222   -1 48 36.2
 NP0686;UTM  13      - 4,753,112.035   666,745.896   MT  0.99994206   +1 23 28.4
 NP0686
 NP0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0686!SPC NE       -   0.99983684  x   0.99996099  =   0.99979783
 NP0686!SPC SD S     -   0.99983684  x   0.99998222  =   0.99981906
 NP0686!UTM  13      -   0.99983684  x   0.99994206  =   0.99977891
 NP0686
 NP0686:                Primary Azimuth Mark                     Grid Az
 NP0686:SPC NE       -  ISINGLASS AZ MK                          185 30 39.5
 NP0686:SPC SD S     -  ISINGLASS AZ MK                          185 21 40.7
 NP0686:UTM  13      -  ISINGLASS AZ MK                          182 09 36.1
 NP0686
 NP0686|---------------------------------------------------------------------|
 NP0686| PID    Reference Object                     Distance      Geod. Az  |
 NP0686|                                                           dddmmss.s |
 NP0686| CQ4065 ISINGLASS AZ MK                                    1833304.5 |
 NP0686| CQ4066 ISINGLASS RM 1                       37.572 METERS 25448     |
 NP0686| OT0814 LOOKOUT TOWER ON MT COOLIDGE        APPROX.99.2 KM 3313553.4 |
 NP0686| OT0811 BLACK HILLS N HIGH PART PEAK                       3362951.8 |
 NP0686| CQ4067 ISINGLASS RM 2                       26.695 METERS 35806     |
 NP0686|---------------------------------------------------------------------|
 NP0686
 NP0686                          SUPERSEDED SURVEY CONTROL
 NP0686
 NP0686  NAD 83(1995)-  42 54 44.65887(N)    102 57 25.84611(W) AD(       ) 1
 NP0686  NAD 83(1995)-  42 54 44.65625(N)    102 57 25.84503(W) AD(       ) 1
 NP0686  NAD 83(1986)-  42 54 44.64504(N)    102 57 25.83874(W) AD(       ) 1
 NP0686  NAD 27      -  42 54 44.73000(N)    102 57 24.18300(W) AD(       ) 1
 NP0686
 NP0686.Superseded values are not recommended for survey control.
 NP0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0686.See file dsdata.txt to determine how the superseded data were derived.
 NP0686
 NP0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6674653112(NAD 83)
 NP0686_MARKER: DS = TRIANGULATION STATION DISK
 NP0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0686
 NP0686  HISTORY     - Date     Condition        Report By
 NP0686  HISTORY     - 1934     MONUMENTED       CGS
 NP0686  HISTORY     - 1936     GOOD             CGS
 NP0686  HISTORY     - 1941     GOOD             CGS
 NP0686
 NP0686                          STATION DESCRIPTION
 NP0686
 NP0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0686'STATION IS ABOUT 6 MILES NNE OF CHADRON, ON THE EASTERN END
 NP0686'OF THE NORTHERN OF TWO BARE RIDGES, LOCALLY KNOWN AS ISINGLASS
 NP0686'BUTTES.  STATION IS ABOUT 3/8 MILE W OF A SMALL LAKE.
 NP0686'
 NP0686'REFERENCE MARK NO. 1 IS WSW AND NO. 2 IS N OF THE STATION.
 NP0686'
 NP0686'AZIMUTH MARK IS ABOUT 0.9 MILE S OF STATION.  IT IS 34 FEET
 NP0686'E OF GATE POST AND 4 FEET N OF AN E-W FENCE.
 NP0686'
 NP0686'THE STATION IS REACHED FROM CHADRON, BY GOING E ON U.S. HIGHWAY
 NP0686'20, 1.5 MILES.  TURN N ON A GRADED ROAD AND GO 5.0 MILES TO
 NP0686'A GRADED ROAD LEADING TO W.  TURN W ON THIS ROAD AND GO 0.5
 NP0686'MILE.  TURN OFF GRADED ROAD ABOUT 0.1 MILE W OF A SCHOOL HOUSE
 NP0686'AND DRIVE N ALONG E SIDE OF A FENCE 0.5 MILE TO A WIRE GATE.
 NP0686'PASS THROUGH GATE AND CONTINUE NORTHERLY ON TRAIL 0.5 MILE
 NP0686'TO A WIRE GATE.  PASS THROUGH GATE, LEAVE TRAIL AND DRIVE
 NP0686'ACROSS COUNTRY NORTHERLY 0.9 MILE TO E END OF RIDGE TO N.
 NP0686'THE STATION IS ON HIGHEST POINT IN THE NEAR VICINITY.
 NP0686'
 NP0686'A FOUR-FOOT STAND WAS ERECTED.
 NP0686
 NP0686                          STATION RECOVERY (1936)
 NP0686
 NP0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NP0686'THE STATION IS ABOUT 8.5 MILES BY ROAD N BY E OF CHADRON,
 NP0686'NEBRASKA, AND ABOUT 1.0 MILE W OF THE PINE RIDGE-CHADRON,
 NP0686'NEBRASKA ROAD, ON THE E END OF A HIGH, BARE RIDGE IN PASTURE.
 NP0686'THE STATION IS ON THE E END OF THE RIDGE, BUT NOT THE HIGHEST
 NP0686'POINT.
 NP0686'
 NP0686'THE TRIANGULATION STATION IS ON THE RIDGE IN THE APPROXIMATE
 NP0686'CENTER.  A ONE-FOOT SQUARE CONCRETE POST, PROJECTING 4 INCHES.
 NP0686'
 NP0686'REFERENCE MARK NO. 1 IS 123.30 FEET S OF W OF THE TRIANGULATION
 NP0686'STATION.  A ONE-FOOT SQUARE CONCRETE POST, PROJECTING 5 INCHES.
 NP0686'
 NP0686'REFERENCE MARK NO. 2 IS 87.60 FEET W OF N OF THE STATION.
 NP0686'A ONE-FOOT SQUARE CONCRETE POST, PROJECTING 4 INCHES.
 NP0686'
 NP0686'AZIMUTH MARK RECOVERED AS DESCRIBED.  A ONE-FOOT SQUARE CONCRETE
 NP0686'POST, PROJECTING 4 INCHES.
 NP0686'
 NP0686'MARKS ARE STAMPED 1934.
 NP0686'
 NP0686'ALL STATIONS VISIBLE FROM THE GROUND.
 NP0686
 NP0686                          STATION RECOVERY (1941)
 NP0686
 NP0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NP0686'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 NP0686'CONDITION.  THE DIRECTION TO REFERENCE MARK NO. 1 WAS FOUND
 NP0686'TO BE IN ERROR 1 MINUTE AND REFERENCE MARK NO. 2 WAS FOUND
 NP0686'TO BE IN ERROR APPROXIMATELY 2 DEGREES.
 NP0686'
 NP0686'STATION IS LOCATED ABOUT 6 MILES NNE OF CHADRON, ON THE EASTERN
 NP0686'END OF A LONG BARE RIDGE, KNOWN AS ISINGLASS BUTTE, ABOUT 3
 NP0686'MILES W OF A SMALL LAKE AND 7 FEET E OF A WHITE REFERENCE POST.
 NP0686'IT IS STAMPED ISINGLASS 1934 AND PROJECTS 6 INCHES.
 NP0686'
 NP0686'REFERENCE MARK NO. 1 IS STAMPED ISINGLASS NO. 1 1934 AND
 NP0686'PROJECTS ABOUT 6 INCHES.
 NP0686'
 NP0686'REFERENCE MARK NO. 2 IS STAMPED ISINGLASS NO. 2 1934 AND
 NP0686'PROJECTS ABOUT 6 INCHES.
 NP0686'
 NP0686'THE AZIMUTH MARK IS 34 FEET E OF A WIRE GATE, 5 FEET N OF AN
 NP0686'E-W FENCE LINE AND 5 FEET N OF A WHITE REFERENCE POST.  IT IS
 NP0686'STAMPED ISINGLASS 1934 AND PROJECTS ABOUT 6 INCHES.
 NP0686'
 NP0686'TO REACH THE STATION FROM THE POST OFFICE IN CHADRON, GO E
 NP0686'ON U.S. HIGHWAY 20 FOR 1.5 MILES TO A DIRT ROAD LEFT, N.  TURN
 NP0686'LEFT AND GO 5 MILES TO A DIRT ROAD LEFT, W.  TURN LEFT AND GO
 NP0686'0.5 MILE TO A DIRT ROAD RIGHT, N.  TURN RIGHT AND GO 0.5 MILE
 NP0686'ALONG E SIDE OF A FENCE TO A WIRE GATE, PASS THROUGH GATE AND
 NP0686'CONTINUE N ON A TRACK ROAD FOR 0.5 MILE TO ANOTHER GATE AND
 NP0686'AZIMUTH MARK ON THE RIGHT, PASS THROUGH GATE AND CONTINUE N
 NP0686'ON TRACK ROAD 0.9 MILE TO THE EASTERN END OF THE RIDGE AND
 NP0686'STATION.
 NP0686'
 NP0686'A 4-FOOT SIGNAL AT STATION CHADRON MAG. STA. IS VISIBLE FROM
 NP0686'THE GROUND.
 NP0686'
 NP0686'A 4-FOOT SIGNAL AT STATION HAMMOND IS VISIBLE FROM THE GROUND.
 NP0686'
 NP0686'A 4-FOOT SIGNAL AT STATION WOLF IS VISIBLE FROM THE GROUND.
 NP0686'
 NP0686'A 4-FOOT SIGNAL AT STATION DAVIS IS VISIBLE FROM THE GROUND.
 NP0686'
 NP0686'A 37-FOOT SIGNAL AT STATION SLIM IS VISIBLE FROM THE GROUND.
 NP0686'
 NP0686'A 87-FOOT SIGNAL AT STATION HUNTER IS VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1135 ***********************************************************************
 LH1135  DESIGNATION -  ISLAND RESET
 LH1135  PID         -  LH1135
 LH1135  STATE/COUNTY-  NE/HALL
 LH1135  USGS QUAD   -  GRAND ISLAND (1993)
 LH1135
 LH1135                         *CURRENT SURVEY CONTROL
 LH1135  ___________________________________________________________________
 LH1135* NAD 83(1995)-  40 57 38.24817(N)    098 19 24.63809(W)     ADJUSTED  
 LH1135* NAVD 88     -       563.     (meters)    1847.     (feet)  SCALED    
 LH1135  ___________________________________________________________________
 LH1135  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 LH1135  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 LH1135
 LH1135  HORZ ORDER  -  SECOND
 LH1135
 LH1135.The horizontal coordinates were established by classical geodetic methods
 LH1135.and adjusted by the National Geodetic Survey in August 1997..
 LH1135
 LH1135.The orthometric height was scaled from a topographic map.
 LH1135
 LH1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1135
 LH1135.The geoid height was determined by GEOID03.
 LH1135
 LH1135;                    North         East     Units Scale Factor Converg.
 LH1135;SPC NE       -   126,527.347   641,084.977   MT  0.99970357   +1 06 39.6
 LH1135;UTM  14      - 4,534,606.336   556,927.830   MT  0.99963989   +0 26 36.5
 LH1135
 LH1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1135!SPC NE       -   0.99991559  x   0.99970357  =   0.99961919
 LH1135!UTM  14      -   0.99991559  x   0.99963989  =   0.99955551
 LH1135
 LH1135:                Primary Azimuth Mark                     Grid Az
 LH1135:SPC NE       -  ISLAND AZ MK                             002 41 54.6
 LH1135:UTM  14      -  ISLAND AZ MK                             003 21 57.7
 LH1135
 LH1135|---------------------------------------------------------------------|
 LH1135| PID    Reference Object                     Distance      Geod. Az  |
 LH1135|                                                           dddmmss.s |
 LH1135| CN8850 ISLAND AZ MK                                       0034834.2 |
 LH1135| CN8853 ISLAND RM 3 AZIMUTH                                0034835.5 |
 LH1135| LH1140 GRAND IS MUNICIPAL AIRPORT BCN                     01911     |
 LH1135| CN8851 ISLAND RM 1                          19.233 METERS 02950     |
 LH1135| LH1101 PHILLIPS RADIO STA KMMJ MAST        APPROX.13.1 KM 1202850.6 |
 LH1135| LH1099 PHILLIPS MUNICIPAL TANK             APPROX.11.6 KM 1280751.2 |
 LH1135| LH1138 RIVERSIDE POWER PLANT STACK         APPROX. 8.6 KM 1413245.4 |
 LH1135| CN8852 ISLAND RM 2                          20.047 METERS 15431     |
 LH1135| LH1134 GRAND IS HALL CO CTHSE              APPROX. 4.3 KM 1975839.1 |
 LH1135| LH1141 GRAND IS ST MARYS CATHEDRAL         APPROX. 4.7 KM 2001834.5 |
 LH1135| LH1137 GRAND IS CONSUM COOP PWR STACK      APPROX. 4.0 KM 2025743.7 |
 LH1135| LH1156 GRAND IS NEBR ST PATROL MAST        APPROX. 6.3 KM 2275650.2 |
 LH1135| LH1132 GRAND IS VETERANS HOSP STACK        APPROX. 3.4 KM 2325613.5 |
 LH1135| LH1154 GRAND IS CONSUM COOP RAD MAST       APPROX. 5.6 KM 2340319.9 |
 LH1135| LH1157 CORNHUSKER ORD PLANT WATER TK       APPROX.13.8 KM 2512835.8 |
 LH1135|---------------------------------------------------------------------|
 LH1135
 LH1135                          SUPERSEDED SURVEY CONTROL
 LH1135
 LH1135  NAD 83(1986)-  40 57 38.25562(N)    098 19 24.64019(W) AD(       ) 2
 LH1135  NAD 27      -  40 57 38.21300(N)    098 19 23.42500(W) AD(       ) 2
 LH1135
 LH1135.Superseded values are not recommended for survey control.
 LH1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1135.See file dsdata.txt to determine how the superseded data were derived.
 LH1135
 LH1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5692834606(NAD 83)
 LH1135_MARKER: DS = TRIANGULATION STATION DISK
 LH1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1135
 LH1135  HISTORY     - Date     Condition        Report By
 LH1135  HISTORY     - 1973     MONUMENTED       NGS
 LH1135  HISTORY     - 1974     GOOD             NGS
 LH1135  HISTORY     - 1976     GOOD             NGS
 LH1135
 LH1135                          STATION DESCRIPTION
 LH1135
 LH1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LH1135'THE SURFACE STATION MARK WAS RECOVERED IN FAIR CONDITION, THE
 LH1135'MONUMENT HAD DEEP SCRATCHES AND THE AREA IS NOW UNDER CULTIVATION.
 LH1135'THE REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 LH1135'AZIMUTH MARK DISK WAS BROKEN OFF AND THE STEM WAS STILL INTACT
 LH1135'IN THE CONCRETE MONUMENT.  THE UNDERGROUND STATION MARK WAS
 LH1135'RECOVERED IN GOOD CONDITION.  A NEW SURFACE STATION MARK WAS SET
 LH1135'DIRECTLY OVER THE UNDERGROUND STATION MARK.  A NEW REFERENCE
 LH1135'MARK DISK WAS SET IN THE AZIMUTH MARK CONCRETE MONUMENT AND IS
 LH1135'NUMBERED 3.  THE REFERENCE MARK 1 AND 2 WERE MEASURED TO THROUGH
 LH1135'THE TOPS OF CORN AND THE DISTANCES CHECKED FAVORABLY WITH THE
 LH1135'PREVIOUS DISTANCES.  THE DIRECTIONS WERE NOT OBSERVED TO THE
 LH1135'REFERENCE MARKS DUE TO THE TALL CORN.  THE ANGLES BETWEEN
 LH1135'THE INTERSECTION STATIONS AND THE AZIMUTH MARK DID NOT CHECK
 LH1135'THE PREVIOUS DIRECTIONS.  OBSERVATIONS MADE ONLY AFTER
 LH1135'THE SURFACE STATION MARK WAS LOWERED.  THE UNDERGROUND
 LH1135'STATION MARK WAS NOT DISTURBED AND THE SEPERATION BOARDS WERE
 LH1135'FOUND BETWEEN THE STATION MARK MONUMENTS.  THE SURFACE
 LH1135'STATION MARK WAS FOUND TO BE 0.03 METERS SOUTH-SOUTHWEST OF THE
 LH1135'UNDERGROUND STATION MARK AND THIS MARK COULD HAVE BEEN MOVE
 LH1135'BY FARM MACHINERY.  FOLLOWING IS A NEW COMPLETE
 LH1135'DESCRIPTION-
 LH1135'
 LH1135'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF GRAND
 LH1135'ISLAND AND AT THE SOUTHWEST ENTRANCE TO THE GRAND ISLAND
 LH1135'MUNICIPAL AIRPORT, ON LAND OWNED BY THE CITY OF GRAND ISLAND AND
 LH1135'FARMED BY MR. DON PETERSON WHO LIVES ABOUT 1 MILE SOUTH OF THE
 LH1135'STATION.
 LH1135'
 LH1135'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 281 AND STATE
 LH1135'HIGHWAY 2 AT THE NORTHWEST CORNER OF GRAND ISLAND, GO EASTERLY
 LH1135'ON HIGHWAY 281 FOR 1.0 MILE TO THE NEBRASKA VETERANS HOME ON THE
 LH1135'RIGHT.  CONTINUE EASTERLY ON HIGHWAY 281 FOR 0.4 MILE TO WHERE
 LH1135'HIGHWAY 281 TURNS NORTH.  TURN LEFT AND GO NORTH ON HIGHWAY 281
 LH1135'FOR 0.85 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED
 LH1135'ROAD FOR 1.9 MILES TO THE SOUTHWEST ENTRANCE ROAD TO THE
 LH1135'AIRPORT.  TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE STATION ON
 LH1135'THE LEFT.
 LH1135'
 LH1135'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED ISLAND 1950
 LH1135'1973, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 LH1135'IS 14 INCHES BELOW THE GROUND SURFACE.
 LH1135'
 LH1135'THE STATION MARK IS 30.8 FEET DUE WEST OF A METAL WITNESS POST
 LH1135'IN A NORTH-SOUTH FENCE AND 30.5 FEET WEST-NORTHWEST OF A 4 X 4 WOOD
 LH1135'WITNESS POST.  THE UNDERGROUND DISK IS STAMPED ISLAND 1950,
 LH1135'SET IN AN IRREGULAR MASS OF CONCRETE AND IS ABOUT 30 INCHES
 LH1135'BELOW THE GROUND SURFACE.
 LH1135'
 LH1135'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ISLAND NO 1 1950,
 LH1135'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 LH1135'FLUSH WITH THE GROUND SURFACE.  IT IS 57 FEET WEST OF THE CENTER
 LH1135'OF THE PAVED ROAD, 4 FEET NORTH OF A CONCRETE CORNER FENCE POST
 LH1135'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LH1135'
 LH1135'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ISLAND NO 2 1950,
 LH1135'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LH1135'WITH THE GROUND SURFACE.  IT IS 59 FEET WEST OF THE CENTER OF THE
 LH1135'PAVED ROAD, 1.5 FEET NORTHWEST OF A CONCRETE FENCE POST, 1.5 FEET
 LH1135'WEST OF THE FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.
 LH1135'
 LH1135'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ISLAND 1950 NO 3
 LH1135'1973, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 LH1135'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET
 LH1135'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME BUILDING PAINTED
 LH1135'RED, 37 FEET EAST OF THE CENTER OF THE PAVED ROAD, 4 FEET EAST OF
 LH1135'A POWER POLE AND 1 FOOT WEST OF A METAL WITNESS POST.
 LH1135'
 LH1135'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTH ON THE PAVED
 LH1135'ROAD TOWARD THE AIRPORT FOR 0.4 MILE TO THE REFERENCE MARK 3 ON
 LH1135'THE RIGHT.
 LH1135'
 LH1135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES
 LH1135'NORTHEAST OF GRAND ISLAND.
 LH1135
 LH1135                          STATION RECOVERY (1974)
 LH1135
 LH1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LH1135'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN
 LH1135'1973.
 LH1135'
 LH1135'IN 1973 THIS PARTY LOWERED THIS STATION AND DIRECTIONS TO SEVERAL
 LH1135'INTERSECTIONS STATION WERE OBSERVED AND NO CHECKS AGAINST THE
 LH1135'1950 DATA WAS OBTAINED.  THE STATION WAS OBSERVED THIS DATE AND
 LH1135'DIRECTIONS TO THE LISTED INTERSECTION STATIONS WERE OBSERVED AND
 LH1135'THE DIRECTIONS COMPARED FAVORABLE TO THE INTERSECTION STATIONS
 LH1135'THAT HAVE NOT BEEN ALTERED OR REMOVED.  ALL THE LISTED
 LH1135'INTERSECTION STATION LISTED ABOVE WERE CHECKED AND VERIFIED
 LH1135'AND A RECOVERY DESCRIPTION WAS FORWARDED TO THE ROCKVILLE
 LH1135'MD. OFFICE.
 LH1135'
 LH1135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES
 LH1135'NORTHEAST OF GRAND ISLAND.
 LH1135
 LH1135                          STATION RECOVERY (1976)
 LH1135
 LH1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 LH1135'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK (RM 3)
 LH1135'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY C. L. NOVAK IN 1973
 LH1135'AND 1974.
 LH1135'
 LH1135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 LH1135'NORTHEAST OF GRAND ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0456 ***********************************************************************
 MN0456  DESIGNATION -  ISLEY
 MN0456  PID         -  MN0456
 MN0456  STATE/COUNTY-  NE/GARDEN
 MN0456  USGS QUAD   -  MOUNT VERNON (1972)
 MN0456
 MN0456                         *CURRENT SURVEY CONTROL
 MN0456  ___________________________________________________________________
 MN0456* NAD 83(1995)-  41 13 44.88715(N)    102 35 31.90482(W)     ADJUSTED  
 MN0456* NAVD 88     -      1211.     (meters)    3973.     (feet)  SCALED    
 MN0456  ___________________________________________________________________
 MN0456  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 MN0456  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 MN0456
 MN0456  HORZ ORDER  -  SECOND
 MN0456
 MN0456.The horizontal coordinates were established by classical geodetic methods
 MN0456.and adjusted by the National Geodetic Survey in August 1997..
 MN0456
 MN0456.The orthometric height was scaled from a topographic map.
 MN0456
 MN0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0456
 MN0456.The geoid height was determined by GEOID03.
 MN0456
 MN0456;                    North         East     Units Scale Factor Converg.
 MN0456;SPC NE       -   158,226.504   282,766.397   MT  0.99967020   -1 43 04.2
 MN0456;UTM  13      - 4,566,989.335   701,805.022   MT  1.00010124   +1 35 14.8
 MN0456
 MN0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0456!SPC NE       -   0.99981330  x   0.99967020  =   0.99948356
 MN0456!UTM  13      -   0.99981330  x   1.00010124  =   0.99991452
 MN0456
 MN0456:                Primary Azimuth Mark                     Grid Az
 MN0456:SPC NE       -  PLATTE PLINE CO SHORTWAVE MAST           066 40 21.7
 MN0456:UTM  13      -  PLATTE PLINE CO SHORTWAVE MAST           063 22 02.7
 MN0456
 MN0456|---------------------------------------------------------------------|
 MN0456| PID    Reference Object                     Distance      Geod. Az  |
 MN0456|                                                           dddmmss.s |
 MN0456| MN0451 PLATTE PLINE CO SHORTWAVE MAST      APPROX. 5.7 KM 0645717.5 |
 MN0456| CP8306 ISLEY RM 1                           19.219 METERS 10912     |
 MN0456| CP8307 ISLEY RM 2                           19.528 METERS 17824     |
 MN0456| CP8305 ISLEY AZ MK                                        2222702.4 |
 MN0456|---------------------------------------------------------------------|
 MN0456
 MN0456                          SUPERSEDED SURVEY CONTROL
 MN0456
 MN0456  NAD 83(1995)-  41 13 44.88699(N)    102 35 31.90531(W) AD(       ) 2
 MN0456  NAD 83(1986)-  41 13 44.88378(N)    102 35 31.90641(W) AD(       ) 2
 MN0456  NAD 27      -  41 13 44.93920(N)    102 35 30.21060(W) AD(       ) 2
 MN0456
 MN0456.Superseded values are not recommended for survey control.
 MN0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0456.See file dsdata.txt to determine how the superseded data were derived.
 MN0456
 MN0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0180566989(NAD 83)
 MN0456_MARKER: DS = TRIANGULATION STATION DISK
 MN0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0456_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0456
 MN0456  HISTORY     - Date     Condition        Report By
 MN0456  HISTORY     - 1963     MONUMENTED       CGS
 MN0456
 MN0456                          STATION DESCRIPTION
 MN0456
 MN0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0456'THE STATION IS LOCATED 12 MILES NORTHWEST OF CHAPPELL, 6 MILES
 MN0456'NORTH-NORTHEAST OF LODGEPOLE, 1 MILE EAST OF THE CHEYENNE-GARDEN
 MN0456'COUNTY LINE, 1/2 MILE NORTH OF THE CHEYENNE-GARDEN COUNTY
 MN0456'LINE, NEAR THE NORTHWEST CORNER OF A LARGE STEEL BUILDING
 MN0456'IN THE FARM YARD OF PROPERTY OWNED BY MR. HAROLD J. ISLEY.
 MN0456'
 MN0456'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE, GO
 MN0456'EAST ON U.S. HIGHWAY 30 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 MN0456'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 4.3 MILES TO A CROSSROAD
 MN0456'AND A CEMETERY IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 MN0456'CONTINUE STRAIGHT AHEAD AND GO NORTH ON THE GRAVELED ROAD
 MN0456'FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 MN0456'A GRAVELED ROAD FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT
 MN0456'AS DESCRIBED.  CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.5
 MN0456'MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED
 MN0456'ROAD FOR 0.5 MILE TO THE FARM HOME OF MR. ISLEY.  TURN LEFT
 MN0456'AND GO WEST FOR 0.1 THROUGH THE FARM YARD TO THE NORTHWEST
 MN0456'CORNER OF THE LARGE STEEL BUILDING AND THE STATION AS
 MN0456'DESCRIBED.
 MN0456'
 MN0456'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0456'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED ISLEY 1963.
 MN0456'IT IS 66 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF A STEEL
 MN0456'BUILDING AND 22.5 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 MN0456'OF THE STEEL BUILDING.
 MN0456'
 MN0456'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0456'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0456'ISLEY NO 1 1963.  IT IS 3 FEET WEST-NORTHWEST OF THE NORTHEAST
 MN0456'CORNER OF A STEEL BUILDING AND 0.8 FOOT NORTH OF THE NORTH
 MN0456'EDGE OF THE STEEL BUILDING.
 MN0456'
 MN0456'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 MN0456'HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE FOOTING OF A
 MN0456'LARGE STEEL BULIDING.  IT IS STAMPED ISLEY NO 2 1963.
 MN0456'
 MN0456'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0456'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED ISLEY 1963.
 MN0456'IT IS 16 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED
 MN0456'ROAD AND 1.5 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0370 ***********************************************************************
 MM0370  DESIGNATION -  IVER
 MM0370  PID         -  MM0370
 MM0370  STATE/COUNTY-  NE/CUSTER
 MM0370  USGS QUAD   -  ROTEN VALLEY SOUTH (1972)
 MM0370
 MM0370                         *CURRENT SURVEY CONTROL
 MM0370  ___________________________________________________________________
 MM0370* NAD 83(1995)-  41 06 08.30601(N)    100 05 38.78324(W)     ADJUSTED  
 MM0370* NAVD 88     -       853.     (meters)    2799.     (feet)  SCALED    
 MM0370  ___________________________________________________________________
 MM0370  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 MM0370  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 MM0370
 MM0370  HORZ ORDER  -  FIRST
 MM0370
 MM0370.The horizontal coordinates were established by classical geodetic methods
 MM0370.and adjusted by the National Geodetic Survey in August 1997..
 MM0370
 MM0370.The orthometric height was scaled from a topographic map.
 MM0370
 MM0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0370
 MM0370.The geoid height was determined by GEOID03.
 MM0370
 MM0370;                    North         East     Units Scale Factor Converg.
 MM0370;SPC NE       -   140,893.413   492,097.097   MT  0.99968325   -0 03 44.5
 MM0370;UTM  14      - 4,550,690.953   408,125.631   MT  0.99970388   -0 43 09.6
 MM0370
 MM0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0370!SPC NE       -   0.99986973  x   0.99968325  =   0.99955302
 MM0370!UTM  14      -   0.99986973  x   0.99970388  =   0.99957365
 MM0370
 MM0370|---------------------------------------------------------------------|
 MM0370| PID    Reference Object                     Distance      Geod. Az  |
 MM0370|                                                           dddmmss.s |
 MM0370| CN8857 IVER RM 2                            33.206 METERS 00118     |
 MM0370| CN8856 IVER RM 1                            46.878 METERS 08954     |
 MM0370| LH1088 WALNUT GROVE METH CH SPIRE          APPROX.16.4 KM 1490902.1 |
 MM0370| CN8854 IVER AZ MK RESET                                   1771035.2 |
 MM0370| CN8855 IVER AZ MK                                         1772053.2 |
 MM0370| LJ0377 GERMAN PRECINCT CHRIST LUTH CH      APPROX.15.9 KM 1903351.8 |
 MM0370| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX.20.7 KM 1945706.0 |
 MM0370| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX.19.1 KM 1965044.0 |
 MM0370|---------------------------------------------------------------------|
 MM0370
 MM0370                          SUPERSEDED SURVEY CONTROL
 MM0370
 MM0370  NAD 83(1986)-  41 06 08.31294(N)    100 05 38.78920(W) AD(       ) 1
 MM0370  NAD 27      -  41 06 08.28548(N)    100 05 37.34087(W) AD(       ) 1
 MM0370
 MM0370.Superseded values are not recommended for survey control.
 MM0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0370.See file dsdata.txt to determine how the superseded data were derived.
 MM0370
 MM0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0812650691(NAD 83)
 MM0370_MARKER: DS = TRIANGULATION STATION DISK
 MM0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0370_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MM0370
 MM0370  HISTORY     - Date     Condition        Report By
 MM0370  HISTORY     - 1934     MONUMENTED       CGS
 MM0370  HISTORY     - 1951     GOOD             CGS
 MM0370
 MM0370                          STATION DESCRIPTION
 MM0370
 MM0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0370'STATION IS IN THE NORTHEAST QUARTER OF SEC. 17, T. 13 N., R. 24 W.,
 MM0370'AND ABOUT 1/3 MILE NORTHWEST OF JOHNSONS HOME (OWNERS OF THE
 MM0370'SITE), IN THE FENCE CORNER WHERE THE ROAD MAKES A 90 DEGREE TURN.
 MM0370'IT IS 3 MILES EAST AND 12 MILES NORTH OF GOTHENBURG.
 MM0370'
 MM0370'TO REACH FROM THE MAIN STREET IN CALLAWAY GO WEST ON STATE
 MM0370'HIGHWAY 40 FOR 9.4 MILES TO WHERE HIGHWAY MAKES A TURN TO THE
 MM0370'WEST AT A Y-INTERSECTION.  GO SOUTH ON THE GRADED DIRT ROAD
 MM0370'FOR 10.1 MILES TO A T-LANE ON RIGHT.  FOLLOW MEANDERING
 MM0370'UNGRADED DIRT ROAD 3.5 MILES WEST TO GRADED DIRT ROAD.  TURN
 MM0370'LEFT AND GO 1.3 MILES SOUTH TO POINT WHERE ROAD BENDS TO THE
 MM0370'EAST.  STATION IS THEN ON RIGHT IN SOUTHWEST FENCE CORNER FROM
 MM0370'WHICH IT IS 13 FEET NORTH AND 13 FEET EAST.  THE MARK
 MM0370'PROJECTS 6 INCHES ABOVE GROUND.
 MM0370'
 MM0370'REFERENCE MARK NO. 1 IS 153.77 FEET EAST OF STATION, IN FENCE
 MM0370'LINE, 21 FEET SOUTH OF ROAD, 166 FEET EAST OF FENCE CORNER, AND
 MM0370'PROJECTS 6 INCHES ABOVE GROUND.
 MM0370'
 MM0370'REFERENCE MARK NO. 2 IS 108.90 FEET NORTH OF STATION, IN FENCE
 MM0370'LINE, 28 FEET WEST OF CENTERLINE OF ROAD, 122 FEET NORTH OF FENCE
 MM0370'CORNER, AND PROJECTS 6 INCHES ABOVE THE GROUND.
 MM0370'
 MM0370'AZIMUTH MARK IS 0.6 MILE SOUTH OF STATION, IN FENCE LINE ON EAST
 MM0370'SIDE OF ROAD, 25 FEET FROM CENTERLINE OF ROAD, 50 YARDS SOUTH OF
 MM0370'LANE LEADING TO BROWN FARMHOUSE.  TO REACH FROM STATION, FOLLOW
 MM0370'ROAD SOUTH FOR 0.95 MILE TO MARK ON THE LEFT.  IT PROJECTS
 MM0370'6 INCHES ABOVE THE GROUND.
 MM0370'
 MM0370'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 MM0370
 MM0370                          STATION RECOVERY (1951)
 MM0370
 MM0370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0370'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 MM0370'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS
 MM0370'ESTABLISHED.  AN ERROR WAS FOUND IN THE DIRECTION OF REFERENCE
 MM0370'MARK NO. 2.
 MM0370'
 MM0370'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 MM0370'
 MM0370'THE STATION IS LOCATED ABOUT 12.0 MILES NORTH-NORTHEAST OF
 MM0370'GOTHENBURG AND JUST WEST OF WHERE A GRADED ROAD CURVES FROM THE
 MM0370'WEST TO THE NORTH.  IT IS 210.0 FEET WEST OF THE CENTER OF A CURVE
 MM0370'IN A GRADED ROAD, 180.0 FEET WEST OF A FENCE CORNER, 25.0 FEET
 MM0370'EAST OF A NORTH-SOUTH FENCE LINE AND ON THE HIGHEST POINT IN A
 MM0370'PASTURE.  IT PROJECTS 4 INCHES AND IS STAMPED IVER 1934.
 MM0370'
 MM0370'REFERENCE MARK NO. 1 IS 78.0 FEET SOUTHWEST OF A CENTER OF
 MM0370'THE CURVE IN A GRADED ROAD AND 27.0 FEET WEST OF A FENCE CORNER.
 MM0370'IT PROJECTS 10 INCHES AND IS STAMPED IVER NO 1 1934.
 MM0370'
 MM0370'REFERENCE MARK NO. 2 IS 140.0 FEET WEST OF A NORTH-SOUTH FENCE
 MM0370'LINE AND 33.0 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 MM0370'3 INCHES AND IS STAMPED IVER NO 2 1934.
 MM0370'
 MM0370'THE DISTANCE BETWEEN REFERENCE MARKS IS 186.3 FEET.
 MM0370'
 MM0370'THE AZIMUTH MARK IS 135.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 MM0370'CORNER OF A FARM HOUSE, 30.0 FEET EAST OF THE CENTER OF A
 MM0370'NORTH-SOUTH GRADED ROAD AND 1.0 FOOT WEST OF A NORTH-SOUTH
 MM0370'FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED IVER 1934
 MM0370'RESET 1951.
 MM0370'
 MM0370'TO REACH THE STATION FROM THE DEPOT IN GOTHENBURG, GO NORTH
 MM0370'ON STATE HIGHWAY 47 FOR 2.4 MILES TO A CROSSROAD.  TURN RIGHT,
 MM0370'EAST, ON A GRAVELED ROAD FOR 3.0 MILES TO A CROSSROAD, TURN
 MM0370'LEFT, NORTH, ON A GRADED ROAD FOR 6.0 MILES TO A Y FORK AND FARM
 MM0370'BUILDINGS AT A NORTHEAST ANGLE.  TAKE LEFT FORK AND GO
 MM0370'NORTHEASTERLY ON THE MAIN ROAD FOR 2.0 MILES TO A SCHOOL HOUSE ON
 MM0370'THE RIGHT.  TURN LEFT AND FOLLOW THE MAIN ROAD NORTHERLY FOR
 MM0370'2.0 MILES TO A FARM HOUSE ON THE LEFT AND THE AZIMUTH MARK ON
 MM0370'THE RIGHT AS DESCRIBED.  CONTINUE NORTHEAST FOR 0.4 MILE
 MM0370'TO A FARM HOUSE ON THE LEFT, FOLLOW THE MAIN ROAD
 MM0370'NORTHWESTERLY FOR 0.45 MILE TO WHERE ROAD CURVES NORTH AND
 MM0370'THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0285 ***********************************************************************
 LH0285  DESIGNATION -  J
 LH0285  PID         -  LH0285
 LH0285  STATE/COUNTY-  NE/ADAMS
 LH0285  USGS QUAD   -  AYR (1969)
 LH0285
 LH0285                         *CURRENT SURVEY CONTROL
 LH0285  ___________________________________________________________________
 LH0285* NAD 83(1986)-  40 28 36.     (N)    098 25 29.     (W)     SCALED    
 LH0285* NAVD 88     -       557.709  (meters)    1829.75   (feet)  ADJUSTED  
 LH0285  ___________________________________________________________________
 LH0285  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 LH0285  DYNAMIC HT  -         557.392 (meters)    1828.71  (feet)  COMP
 LH0285  MODELED GRAV-     980,038.3   (mgal)                       NAVD 88
 LH0285
 LH0285  VERT ORDER  -  FIRST     CLASS II
 LH0285
 LH0285.The horizontal coordinates were scaled from a topographic map and have
 LH0285.an estimated accuracy of +/- 6 seconds.
 LH0285
 LH0285.The orthometric height was determined by differential leveling
 LH0285.and adjusted by the National Geodetic Survey in June 1991..
 LH0285
 LH0285.The geoid height was determined by GEOID03.
 LH0285
 LH0285.The dynamic height is computed by dividing the NAVD 88
 LH0285.geopotential number by the normal gravity value computed on the
 LH0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0285.degrees latitude (g = 980.6199 gals.).
 LH0285
 LH0285.The modeled gravity was interpolated from observed gravity values.
 LH0285
 LH0285;                    North         East    Units  Estimated Accuracy
 LH0285;SPC NE       -    72,650.      633,550.      MT  (+/- 180 meters Scaled)
 LH0285
 LH0285                          SUPERSEDED SURVEY CONTROL
 LH0285
 LH0285  NGVD 29 (??/??/92)  557.481  (m)         1829.00   (f) ADJ UNCH    1 2
 LH0285
 LH0285.Superseded values are not recommended for survey control.
 LH0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0285.See file dsdata.txt to determine how the superseded data were derived.
 LH0285
 LH0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK487808(NAD 83)
 LH0285_MARKER: Z = SEE DESCRIPTION
 LH0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0285_SP_SET: STONE POST
 LH0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0285+STABILITY: SURFACE MOTION
 LH0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0285+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 LH0285
 LH0285  HISTORY     - Date     Condition        Report By
 LH0285  HISTORY     - UNK      MONUMENTED       CGS
 LH0285  HISTORY     - 1947     GOOD             NGS
 LH0285  HISTORY     - 20051105 GOOD             NEDR
 LH0285
 LH0285                          STATION DESCRIPTION
 LH0285
 LH0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0285'3.6 MI N FROM AYR.
 LH0285'3.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0285'FROM THE STATION AT AYR, ON THE SOUTHEAST SLOPE OF A HILL, 47.5
 LH0285'FEET WEST OF MILEPOST 8, 33.7 FEET SOUTHWEST OF THE SOUTHWEST
 LH0285'RAIL OF THE TRACK, 1.0 FOOT NORTHEAST OF A FENCE, 1.0 FOOT
 LH0285'SOUTHEAST OF A REFERENCE POST, THE BOTTOM OF A SQUARE HOLE
 LH0285'SURROUNDED BY THE LETTERS USBM CUT ON THE TOP OF A LIMESTONE
 LH0285'POST FLUSH WITH THE GROUND.
 LH0285
 LH0285                          STATION RECOVERY (2005)
 LH0285
 LH0285'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (GAT)
 LH0285'STATION IS A 6 INCH SQUARE LIMESTONE POST 0.2 FEET BELOW THE SURFACE
 LH0285'WITH A SQUARE CUT HOLE IN THE CNETER AND SURROUNDED BY THE LETTERS U S
 LH0285'B M.
 LH0285' 
 LH0285'SURVEYORS NOTE, THAT THE LATITUDE IS OFF ABOUT 30 SECONDS FROM THE
 LH0285'PUBLISHED LOCATION. HAND HELD POSITION N 40 29' 04.9  W 098 25' 24.1.
 LH0285' 
 LH0285' 
 LH0285'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 74 WITH
 LH0285'THE BNSF RAILROAD IN THE APPROXIMATE CENTER OF THE TOWN OF AYR, GO
 LH0285'EAST ON STATE HIGHWAY 74 AND ALSO US HIGHWAY 281 A DISTANCE OF 1 MILE
 LH0285'TO THE INTERSECTION OF A GRAVELED NORTH-SOUTH COUNTY ROAD DESIGNATED
 LH0285'AS MARIAN ROAD.
 LH0285'THEN GO NORTH ON MARIAN ROAD 3 MILES TO THE INTERSECTION WITH AND
 LH0285'EAST-WEST GRAVEL ROAD DESIGNATED AS SADDLEHORN ROAD. CONTINUE NORTH ON
 LH0285'MARIOAN ROAD FROM THIS INTERSECTION FOR APPROXIMATELY 0.1 MILE TO THE
 LH0285'CROSSING OF THE BNSF RAILROAD WHICH IS CROSSING THE ROAD IN A
 LH0285'NORTHWEST-SOUTHEAST DIRECTION.
 LH0285'FROM THE APPROXIMATE CENTERLINE OF MARIAN ROAD AND THE RAILROAD,
 LH0285'FOLLOW THE RAILRAOD IN A NORTHWESTERLY DIRECTION FOR 1,032 FEET TO THE
 LH0285'RIGHT OF WAY FENCE AND 35.9 FEET MEASURED SOUTHWESTERLY FROM THE
 LH0285'CENTERLINE OF THE RAILROAD TRACK. TRACK STATIONING FOR THE BENCH MARK
 LH0285'IS 22 FEET NORTHWESTERLY ALONG THE TRACKS FROM MILEPOST NO. 8. FOUND
 LH0285'BY GENE THOMSEN AND JERRY PENRY.
 LH0285' 
 LH0285'STATION IS LOCATED ALONG THE SOUTHWESTERLY RAILROAD RIGHT OF WAY FENCE
 LH0285'IN THE SE QUARTER OF SECTION 15, T6N, R10W,   22.8 FEET SOUTHEAST OF A
 LH0285'CONCRETE FENCE POST,   32.3' NORTHWEST FROM MILEPOST 8,   85.7 FEET
 LH0285'WESTERLY FROM THE CENTER CONCRETE BRASE POST ALONG THE NORTHEASTERLY
 LH0285'ROW FENCE.
 LH0285' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0163 ***********************************************************************
 MN0163  DESIGNATION -  J 10
 MN0163  PID         -  MN0163
 MN0163  STATE/COUNTY-  NE/MORRILL
 MN0163  USGS QUAD   -  ANGORA NE (1965)
 MN0163
 MN0163                         *CURRENT SURVEY CONTROL
 MN0163  ___________________________________________________________________
 MN0163* NAD 83(1986)-  41 53 03.     (N)    103 05 26.     (W)     SCALED    
 MN0163* NAVD 88     -      1285.009  (meters)    4215.90   (feet)  ADJUSTED  
 MN0163  ___________________________________________________________________
 MN0163  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 MN0163  DYNAMIC HT  -        1284.191 (meters)    4213.22  (feet)  COMP
 MN0163  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 MN0163
 MN0163  VERT ORDER  -  FIRST     CLASS II
 MN0163
 MN0163.The horizontal coordinates were scaled from a topographic map and have
 MN0163.an estimated accuracy of +/- 6 seconds.
 MN0163
 MN0163.The orthometric height was determined by differential leveling
 MN0163.and adjusted by the National Geodetic Survey in June 1991..
 MN0163.WARNING-Repeat measurements at this control monument indicate possible
 MN0163.vertical movement.
 MN0163
 MN0163.The geoid height was determined by GEOID03.
 MN0163
 MN0163.The dynamic height is computed by dividing the NAVD 88
 MN0163.geopotential number by the normal gravity value computed on the
 MN0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0163.degrees latitude (g = 980.6199 gals.).
 MN0163
 MN0163.The modeled gravity was interpolated from observed gravity values.
 MN0163
 MN0163;                    North         East    Units  Estimated Accuracy
 MN0163;SPC NE       -   232,280.      243,620.      MT  (+/- 180 meters Scaled)
 MN0163
 MN0163                          SUPERSEDED SURVEY CONTROL
 MN0163
 MN0163  NGVD 29 (??/??/92) 1284.381  (m)         4213.84   (f) ADJ UNCH    1 2
 MN0163
 MN0163.Superseded values are not recommended for survey control.
 MN0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0163.See file dsdata.txt to determine how the superseded data were derived.
 MN0163
 MN0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG584386(NAD 83)
 MN0163_MARKER: DB = BENCH MARK DISK
 MN0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0163_SP_SET: CONCRETE POST
 MN0163_STAMPING: J 10 1933 4213.030
 MN0163_MARK LOGO: CGS   
 MN0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0163+STABILITY: SURFACE MOTION
 MN0163
 MN0163  HISTORY     - Date     Condition        Report By
 MN0163  HISTORY     - 1933     MONUMENTED       CGS
 MN0163  HISTORY     - 1956     GOOD             NGS
 MN0163  HISTORY     - 1985     POOR             NGS
 MN0163
 MN0163                          STATION DESCRIPTION
 MN0163
 MN0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0163'2.9 MI NE FROM ANGORA.
 MN0163'2.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0163'RAILROAD FROM THE STATION AT ANGORA, 4 1/2 POLES NORTHEAST OF
 MN0163'MILEPOST 19, AT A PRIVATE ROAD CROSSING, 55 FEET SOUTHEAST OF THE
 MN0163'CENTER LINE OF STATE HIGHWAY 19, 22.6 FEET NORTHWEST OF THE
 MN0163'NORTHWEST RAIL, 27 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 MN0163'ROAD, 2.8 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 MN0163'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 MN0163'NORTHWEST 1/4 OF SECTION 14, TOWNSHIP 22 NORTH, RANGE 50 WEST.
 MN0163
 MN0163                          STATION RECOVERY (1985)
 MN0163
 MN0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0163'RECOVERED IN POOR CONDITION.  BENCH MARK WAS LEVELED TO THEN DESTROYED
 MN0163'THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0357 ***********************************************************************
 NP0357  DESIGNATION -  J 11
 NP0357  PID         -  NP0357
 NP0357  STATE/COUNTY-  NE/BOX BUTTE
 NP0357  USGS QUAD   -  BOX BUTTE RESERVOIR WEST (1974)
 NP0357
 NP0357                         *CURRENT SURVEY CONTROL
 NP0357  ___________________________________________________________________
 NP0357* NAD 83(1986)-  42 23 43.     (N)    103 12 27.     (W)     SCALED    
 NP0357* NAVD 88     -      1321.307  (meters)    4334.99   (feet)  ADJUSTED  
 NP0357  ___________________________________________________________________
 NP0357  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 NP0357  DYNAMIC HT  -        1320.523 (meters)    4332.42  (feet)  COMP
 NP0357  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 NP0357
 NP0357  VERT ORDER  -  FIRST     CLASS II
 NP0357
 NP0357.The horizontal coordinates were scaled from a topographic map and have
 NP0357.an estimated accuracy of +/- 6 seconds.
 NP0357
 NP0357.The orthometric height was determined by differential leveling
 NP0357.and adjusted by the National Geodetic Survey in June 1991..
 NP0357
 NP0357.The geoid height was determined by GEOID03.
 NP0357
 NP0357.The dynamic height is computed by dividing the NAVD 88
 NP0357.geopotential number by the normal gravity value computed on the
 NP0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0357.degrees latitude (g = 980.6199 gals.).
 NP0357
 NP0357.The modeled gravity was interpolated from observed gravity values.
 NP0357
 NP0357;                    North         East    Units  Estimated Accuracy
 NP0357;SPC NE       -   289,350.      236,030.      MT  (+/- 180 meters Scaled)
 NP0357
 NP0357                          SUPERSEDED SURVEY CONTROL
 NP0357
 NP0357  NGVD 29 (??/??/92) 1320.634  (m)         4332.78   (f) ADJ UNCH    1 2
 NP0357
 NP0357.Superseded values are not recommended for survey control.
 NP0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0357.See file dsdata.txt to determine how the superseded data were derived.
 NP0357
 NP0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG475952(NAD 83)
 NP0357_MARKER: DB = BENCH MARK DISK
 NP0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0357_STAMPING: J 11 1933 4332.452
 NP0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0357+STABILITY: SURFACE MOTION
 NP0357
 NP0357  HISTORY     - Date     Condition        Report By
 NP0357  HISTORY     - 1933     MONUMENTED       CGS
 NP0357  HISTORY     - 1956     GOOD             NGS
 NP0357  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0357
 NP0357                          STATION DESCRIPTION
 NP0357
 NP0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0357'8.5 MI NW FROM HEMINGFORD.
 NP0357'8.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0357'RAILROAD FROM THE STATION AT HEMINGFORD, 9 POLES NORTHWEST OF
 NP0357'MILEPOST 393, 19 FEET EAST OF THE CENTER OF A STEEL GATE,
 NP0357'40 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD CROSSING, 33.3
 NP0357'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 14 FEET NORTHEAST OF A
 NP0357'FENCE, 1.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 NP0357'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE SOUTHWEST
 NP0357'1/4 OF SECTION 18, TOWNSHIP 28 NORTH, RANGE 50 WEST.
 NP0357
 NP0357                          STATION RECOVERY (1985)
 NP0357
 NP0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0357'NOT RECOVERED.  AREA DESCRIBED WAS GRADED FOR A FIRE BREAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0704 ***********************************************************************
 ML0704  DESIGNATION -  J 116
 ML0704  PID         -  ML0704
 ML0704  STATE/COUNTY-  NE/CUSTER
 ML0704  USGS QUAD   -  ANSLEY SE (1951)
 ML0704
 ML0704                         *CURRENT SURVEY CONTROL
 ML0704  ___________________________________________________________________
 ML0704* NAD 83(1986)-  41 16 40.     (N)    099 19 29.     (W)     SCALED    
 ML0704* NAVD 88     -       738.490  (meters)    2422.86   (feet)  ADJUSTED  
 ML0704  ___________________________________________________________________
 ML0704  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 ML0704  DYNAMIC HT  -         738.099 (meters)    2421.58  (feet)  COMP
 ML0704  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 ML0704
 ML0704  VERT ORDER  -  SECOND    CLASS 0
 ML0704
 ML0704.The horizontal coordinates were scaled from a topographic map and have
 ML0704.an estimated accuracy of +/- 6 seconds.
 ML0704
 ML0704.The orthometric height was determined by differential leveling
 ML0704.and adjusted by the National Geodetic Survey in June 1991..
 ML0704
 ML0704.The geoid height was determined by GEOID03.
 ML0704
 ML0704.The dynamic height is computed by dividing the NAVD 88
 ML0704.geopotential number by the normal gravity value computed on the
 ML0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0704.degrees latitude (g = 980.6199 gals.).
 ML0704
 ML0704.The modeled gravity was interpolated from observed gravity values.
 ML0704
 ML0704;                    North         East    Units  Estimated Accuracy
 ML0704;SPC NE       -   160,590.      556,560.      MT  (+/- 180 meters Scaled)
 ML0704
 ML0704                          SUPERSEDED SURVEY CONTROL
 ML0704
 ML0704  NGVD 29 (??/??/92)  738.245  (m)         2422.06   (f) ADJ UNCH    2 0
 ML0704
 ML0704.Superseded values are not recommended for survey control.
 ML0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0704.See file dsdata.txt to determine how the superseded data were derived.
 ML0704
 ML0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML728696(NAD 83)
 ML0704_MARKER: DB = BENCH MARK DISK
 ML0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0704_STAMPING: J 116 1934
 ML0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0704+STABILITY: SURFACE MOTION
 ML0704
 ML0704  HISTORY     - Date     Condition        Report By
 ML0704  HISTORY     - 1934     MONUMENTED       CGS
 ML0704  HISTORY     - 1949     GOOD             NGS
 ML0704
 ML0704                          STATION DESCRIPTION
 ML0704
 ML0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0704'3.5 MI E FROM ANSLEY.
 ML0704'3.5 MILES EAST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 ML0704'AT ANSLEY, CUSTER COUNTY, AT A GROUP OF HILLS, AT THE TOP OF
 ML0704'A STEEP HILL, 310 FEET EAST OF A FENCE LEADING SOUTH, 37 FEET
 ML0704'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF
 ML0704'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 116 1934
 ML0704'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0076 ***********************************************************************
 ML0076  DESIGNATION -  J 118
 ML0076  PID         -  ML0076
 ML0076  STATE/COUNTY-  NE/GREELEY
 ML0076  USGS QUAD   -  SPALDING SW (1985)
 ML0076
 ML0076                         *CURRENT SURVEY CONTROL
 ML0076  ___________________________________________________________________
 ML0076* NAD 83(1986)-  41 32 18.     (N)    098 23 17.     (W)     SCALED    
 ML0076* NAVD 88     -       647.989  (meters)    2125.94   (feet)  ADJUSTED  
 ML0076  ___________________________________________________________________
 ML0076  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML0076  DYNAMIC HT  -         647.682 (meters)    2124.94  (feet)  COMP
 ML0076  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 ML0076
 ML0076  VERT ORDER  -  SECOND    CLASS 0
 ML0076
 ML0076.The horizontal coordinates were scaled from a topographic map and have
 ML0076.an estimated accuracy of +/- 6 seconds.
 ML0076
 ML0076.The orthometric height was determined by differential leveling
 ML0076.and adjusted by the National Geodetic Survey in June 1991..
 ML0076
 ML0076.The geoid height was determined by GEOID03.
 ML0076
 ML0076.The dynamic height is computed by dividing the NAVD 88
 ML0076.geopotential number by the normal gravity value computed on the
 ML0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0076.degrees latitude (g = 980.6199 gals.).
 ML0076
 ML0076.The modeled gravity was interpolated from observed gravity values.
 ML0076
 ML0076;                    North         East    Units  Estimated Accuracy
 ML0076;SPC NE       -   190,550.      634,460.      MT  (+/- 180 meters Scaled)
 ML0076
 ML0076                          SUPERSEDED SURVEY CONTROL
 ML0076
 ML0076  NGVD 29 (??/??/92)  647.753  (m)         2125.17   (f) ADJ UNCH    2 0
 ML0076
 ML0076.Superseded values are not recommended for survey control.
 ML0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0076.See file dsdata.txt to determine how the superseded data were derived.
 ML0076
 ML0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL510987(NAD 83)
 ML0076_MARKER: DB = BENCH MARK DISK
 ML0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0076_STAMPING: J 118-1935
 ML0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0076+STABILITY: SURFACE MOTION
 ML0076
 ML0076  HISTORY     - Date     Condition        Report By
 ML0076  HISTORY     - 1935     MONUMENTED       CGS
 ML0076
 ML0076                          STATION DESCRIPTION
 ML0076
 ML0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0076'10.8 MI S FROM SPALDING.
 ML0076'10.75 MILES SOUTH OF POSTOFFICE.  11.5 MI S OF UP RY STA.
 ML0076'ALONG U.S. HIGHWAY NO. 281 AND STATE HIGHWAY 56 BETWEEN ST. PAUL
 ML0076'AND SPALDING, ABOUT 0.4 MILES EAST OF SCHOOLHOUSE, 279 FEET
 ML0076'WEST OF THE CENTER LINE OF CROSS ROAD, ABOUT THE CENTER OF A
 ML0076'LONG HILL, 31.8 FEET SOUTH OF THE CENTER LINE OF HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0075 ***********************************************************************
 MM0075  DESIGNATION -  J 119
 MM0075  PID         -  MM0075
 MM0075  STATE/COUNTY-  NE/CUSTER
 MM0075  USGS QUAD   -  ODENCRANZE TABLE NORTH (1972)
 MM0075
 MM0075                         *CURRENT SURVEY CONTROL
 MM0075  ___________________________________________________________________
 MM0075* NAD 83(1986)-  41 10 08.     (N)    100 11 58.     (W)     SCALED    
 MM0075* NAVD 88     -       915.798  (meters)    3004.58   (feet)  ADJUSTED  
 MM0075  ___________________________________________________________________
 MM0075  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 MM0075  DYNAMIC HT  -         915.277 (meters)    3002.87  (feet)  COMP
 MM0075  MODELED GRAV-     980,022.6   (mgal)                       NAVD 88
 MM0075
 MM0075  VERT ORDER  -  SECOND    CLASS 0
 MM0075
 MM0075.The horizontal coordinates were scaled from a topographic map and have
 MM0075.an estimated accuracy of +/- 6 seconds.
 MM0075
 MM0075.The orthometric height was determined by differential leveling
 MM0075.and adjusted by the National Geodetic Survey in June 1991..
 MM0075
 MM0075.The geoid height was determined by GEOID03.
 MM0075
 MM0075.The dynamic height is computed by dividing the NAVD 88
 MM0075.geopotential number by the normal gravity value computed on the
 MM0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0075.degrees latitude (g = 980.6199 gals.).
 MM0075
 MM0075.The modeled gravity was interpolated from observed gravity values.
 MM0075
 MM0075;                    North         East    Units  Estimated Accuracy
 MM0075;SPC NE       -   148,300.      483,270.      MT  (+/- 180 meters Scaled)
 MM0075
 MM0075                          SUPERSEDED SURVEY CONTROL
 MM0075
 MM0075  NGVD 29 (??/??/92)  915.525  (m)         3003.68   (f) ADJ UNCH    2 0
 MM0075
 MM0075.Superseded values are not recommended for survey control.
 MM0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0075.See file dsdata.txt to determine how the superseded data were derived.
 MM0075
 MM0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL993581(NAD 83)
 MM0075_MARKER: DB = BENCH MARK DISK
 MM0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0075_STAMPING: J 119 1934
 MM0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0075+STABILITY: SURFACE MOTION
 MM0075
 MM0075  HISTORY     - Date     Condition        Report By
 MM0075  HISTORY     - 1934     MONUMENTED       CGS
 MM0075  HISTORY     - 1939     GOOD             NGS
 MM0075  HISTORY     - 1972     GOOD             NGS
 MM0075
 MM0075                          STATION DESCRIPTION
 MM0075
 MM0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 MM0075'18.1 MI N FROM GOTHENBURG.
 MM0075'IN CUSTER COUNTY, 18.1 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 MM0075'THE POST OFFICE AT GOTHENBURG, DAWSON COUNTY, NORTH OF A CURVE
 MM0075'AROUND A DITCH, 44 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 MM0075'AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0075'STAMPED J 119 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0075'NOTE-- HWY HAS BEEN RELOCATED AND MARK IS 147.6 FT. E OF THE
 MM0075'CENTERLINE AND IS 96 FT NE OF HEAD OF A CANYON TO THE SE.  A
 MM0075'METAL WITNESS POST WAS SET 1 FT. N OF MARK.
 MM0075
 MM0075                          STATION RECOVERY (1972)
 MM0075
 MM0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0008 ***********************************************************************
 LG0008  DESIGNATION -  J 12
 LG0008  PID         -  LG0008
 LG0008  STATE/COUNTY-  NE/OTOE
 LG0008  USGS QUAD   -  DUNBAR (1966)
 LG0008
 LG0008                         *CURRENT SURVEY CONTROL
 LG0008  ___________________________________________________________________
 LG0008* NAD 83(1986)-  40 40 09.     (N)    096 05 38.     (W)     SCALED    
 LG0008* NAVD 88     -       347.473  (meters)    1140.00   (feet)  ADJUSTED  
 LG0008  ___________________________________________________________________
 LG0008  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 LG0008  DYNAMIC HT  -         347.294 (meters)    1139.41  (feet)  COMP
 LG0008  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 LG0008
 LG0008  VERT ORDER  -  FIRST     CLASS II
 LG0008
 LG0008.The horizontal coordinates were scaled from a topographic map and have
 LG0008.an estimated accuracy of +/- 6 seconds.
 LG0008
 LG0008.The orthometric height was determined by differential leveling
 LG0008.and adjusted by the National Geodetic Survey in May 1993..
 LG0008
 LG0008.The geoid height was determined by GEOID03.
 LG0008
 LG0008.The dynamic height is computed by dividing the NAVD 88
 LG0008.geopotential number by the normal gravity value computed on the
 LG0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0008.degrees latitude (g = 980.6199 gals.).
 LG0008
 LG0008.The modeled gravity was interpolated from observed gravity values.
 LG0008
 LG0008;                    North         East    Units  Estimated Accuracy
 LG0008;SPC NE       -   100,260.      830,090.      MT  (+/- 180 meters Scaled)
 LG0008
 LG0008                          SUPERSEDED SURVEY CONTROL
 LG0008
 LG0008  NAVD 88 (06/15/91)  347.456  (m)         1139.95   (f) UNKNOWN     1 2
 LG0008  NGVD 29 (??/??/92)  347.335  (m)         1139.55   (f) ADJ UNCH    1 2
 LG0008
 LG0008.Superseded values are not recommended for survey control.
 LG0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0008.See file dsdata.txt to determine how the superseded data were derived.
 LG0008
 LG0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL456060(NAD 83)
 LG0008_MARKER: DB = BENCH MARK DISK
 LG0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0008_SP_SET: CONCRETE POST
 LG0008_STAMPING: J 12 1933 1139.069
 LG0008_MARK LOGO: CGS   
 LG0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0008+STABILITY: SURFACE MOTION
 LG0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0008+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG0008
 LG0008  HISTORY     - Date     Condition        Report By
 LG0008  HISTORY     - 1933     MONUMENTED       CGS
 LG0008  HISTORY     - 1940     GOOD             NGS
 LG0008  HISTORY     - 1964     GOOD             USGS
 LG0008  HISTORY     - 19911023 GOOD             NGS
 LG0008
 LG0008                          STATION DESCRIPTION
 LG0008
 LG0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0008'4 MI W FROM DUNBAR.
 LG0008'4.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0008'FROM THE STATION AT DUNBAR, OTOE COUNTY, 150 FEET SOUTHWEST OF
 LG0008'MILEPOST 20, 450 FEET NORTHEAST OF THE CENTER OF THE CROSSING
 LG0008'OF STATE HIGHWAY 2, 40 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LG0008'1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3 FEET EAST OF
 LG0008'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1139.069
 LG0008'J 12 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 LG0008'FOOT ABOVE GROUND.  NOTE-- IN SOUTHEAST 1/4 OF SEC. 8, T8N, R12E.
 LG0008
 LG0008                          STATION RECOVERY (1964)
 LG0008
 LG0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0008'RECOVERED IN GOOD CONDITION.
 LG0008
 LG0008                          STATION RECOVERY (1991)
 LG0008
 LG0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0008'7.2 KM (4.45 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG0008'STATE HIGHWAY 50 IN SYRACUSE, 92.6 M (303.8 FT) NORTH OF THE HIGHWAY
 LG0008'CENTERLINE, 13.6 M (44.6 FT) SOUTHEAST OF AND LEVEL WITH THE NEAR
 LG0008'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 12.9 M (42.3 FT) NORTHEAST
 LG0008'OF A CONCRETE FENCE POST, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST
 LG0008'AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 LG0008'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0021 ***********************************************************************
 MM0021  DESIGNATION -  J 120
 MM0021  PID         -  MM0021
 MM0021  STATE/COUNTY-  NE/LOGAN
 MM0021  USGS QUAD   -  HOAGLAND (1986)
 MM0021
 MM0021                         *CURRENT SURVEY CONTROL
 MM0021  ___________________________________________________________________
 MM0021* NAD 83(1986)-  41 30 14.     (N)    100 22 24.     (W)     SCALED    
 MM0021* NAVD 88     -       860.584  (meters)    2823.43   (feet)  ADJUSTED  
 MM0021  ___________________________________________________________________
 MM0021  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 MM0021  DYNAMIC HT  -         860.125 (meters)    2821.93  (feet)  COMP
 MM0021  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 MM0021
 MM0021  VERT ORDER  -  SECOND    CLASS 0
 MM0021
 MM0021.The horizontal coordinates were scaled from a topographic map and have
 MM0021.an estimated accuracy of +/- 6 seconds.
 MM0021
 MM0021.The orthometric height was determined by differential leveling
 MM0021.and adjusted by the National Geodetic Survey in June 1991..
 MM0021
 MM0021.The geoid height was determined by GEOID03.
 MM0021
 MM0021.The dynamic height is computed by dividing the NAVD 88
 MM0021.geopotential number by the normal gravity value computed on the
 MM0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0021.degrees latitude (g = 980.6199 gals.).
 MM0021
 MM0021.The modeled gravity was interpolated from observed gravity values.
 MM0021
 MM0021;                    North         East    Units  Estimated Accuracy
 MM0021;SPC NE       -   185,540.      468,840.      MT  (+/- 180 meters Scaled)
 MM0021
 MM0021                          SUPERSEDED SURVEY CONTROL
 MM0021
 MM0021  NGVD 29 (??/??/92)  860.304  (m)         2822.51   (f) ADJ UNCH    2 0
 MM0021
 MM0021.Superseded values are not recommended for survey control.
 MM0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0021.See file dsdata.txt to determine how the superseded data were derived.
 MM0021
 MM0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL853956(NAD 83)
 MM0021_MARKER: DB = BENCH MARK DISK
 MM0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0021_STAMPING: J 120 1934
 MM0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0021+STABILITY: SURFACE MOTION
 MM0021
 MM0021  HISTORY     - Date     Condition        Report By
 MM0021  HISTORY     - 1934     MONUMENTED       CGS
 MM0021  HISTORY     - 19850926 MARK NOT FOUND   USPSQD
 MM0021
 MM0021                          STATION DESCRIPTION
 MM0021
 MM0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0021'7.3 MI SE FROM STAPLETON.
 MM0021'ABOUT 7.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0021'THE STATION AT STAPLETON, LOGAN COUNTY, ABOUT 50 YARDS SOUTHWEST
 MM0021'OF MILEPOST 95, AND 34 FEET SOUTH OF THE SOUTH RAIL OF THE
 MM0021'MAIN TRACK.  A STANDARD DISK, STAMPED J 120 1934 AND SET IN
 MM0021'THE TOP OF A CONCRETE POST.
 MM0021
 MM0021                          STATION RECOVERY (1985)
 MM0021
 MM0021'RECOVERY NOTE BY US POWER SQUADRON 1985 (JWS)
 MM0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0552 ***********************************************************************
 ML0552  DESIGNATION -  J 121
 ML0552  PID         -  ML0552
 ML0552  STATE/COUNTY-  NE/WHEELER
 ML0552  USGS QUAD   -  BARTLETT (1985)
 ML0552
 ML0552                         *CURRENT SURVEY CONTROL
 ML0552  ___________________________________________________________________
 ML0552* NAD 83(1986)-  41 59 12.     (N)    098 32 49.     (W)     SCALED    
 ML0552* NAVD 88     -       630.623  (meters)    2068.97   (feet)  ADJUSTED  
 ML0552  ___________________________________________________________________
 ML0552  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 ML0552  DYNAMIC HT  -         630.352 (meters)    2068.08  (feet)  COMP
 ML0552  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 ML0552
 ML0552  VERT ORDER  -  SECOND    CLASS 0
 ML0552
 ML0552.The horizontal coordinates were scaled from a topographic map and have
 ML0552.an estimated accuracy of +/- 6 seconds.
 ML0552
 ML0552.The orthometric height was determined by differential leveling
 ML0552.and adjusted by the National Geodetic Survey in June 1991..
 ML0552
 ML0552.The geoid height was determined by GEOID03.
 ML0552
 ML0552.The dynamic height is computed by dividing the NAVD 88
 ML0552.geopotential number by the normal gravity value computed on the
 ML0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0552.degrees latitude (g = 980.6199 gals.).
 ML0552
 ML0552.The modeled gravity was interpolated from observed gravity values.
 ML0552
 ML0552;                    North         East    Units  Estimated Accuracy
 ML0552;SPC NE       -   240,090.      620,370.      MT  (+/- 180 meters Scaled)
 ML0552
 ML0552                          SUPERSEDED SURVEY CONTROL
 ML0552
 ML0552  NGVD 29 (??/??/92)  630.393  (m)         2068.21   (f) ADJ UNCH    2 0
 ML0552
 ML0552.Superseded values are not recommended for survey control.
 ML0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0552.See file dsdata.txt to determine how the superseded data were derived.
 ML0552
 ML0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM375483(NAD 83)
 ML0552_MARKER: DB = BENCH MARK DISK
 ML0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0552_STAMPING: J-121 1935
 ML0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0552+STABILITY: SURFACE MOTION
 ML0552
 ML0552  HISTORY     - Date     Condition        Report By
 ML0552  HISTORY     - 1935     MONUMENTED       CGS
 ML0552  HISTORY     - 1938     GOOD             NGS
 ML0552
 ML0552                          STATION DESCRIPTION
 ML0552
 ML0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0552'7.3 MI N FROM BARTLETT.
 ML0552'7.3 MILES NORTH OF THE COURTHOUSE AT BARTLETT, ALONG U.S. HIGHWAY
 ML0552'NO. 281, BETWEEN BARTLETT AND ONEILL, AT THE JUNCTION WITH STATE
 ML0552'HIGHWAY NO. 53, 54 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 281,
 ML0552'36 FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 53 EXTENDED TO
 ML0552'THE WEST, 20.5 FEET SOUTHWEST OF THE WEST END OF A CONCRETE
 ML0552'CULVERT, 10 FEET SOUTH OF A RIGHT OF WAY CORNER POST.  A STANDARD
 ML0552'DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.  NOTE-- THIS MARK
 ML0552'WAS COVERED WITH FOUR INCHES OF SOIL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0396 ***********************************************************************
 ML0396  DESIGNATION -  J 122
 ML0396  PID         -  ML0396
 ML0396  STATE/COUNTY-  NE/BUFFALO
 ML0396  USGS QUAD   -  RAVENNA (1953)
 ML0396
 ML0396                         *CURRENT SURVEY CONTROL
 ML0396  ___________________________________________________________________
 ML0396* NAD 83(1986)-  41 02 50.     (N)    098 58 39.     (W)     SCALED    
 ML0396* NAVD 88     -       628.374  (meters)    2061.59   (feet)  POSTED    
 ML0396  ___________________________________________________________________
 ML0396  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 ML0396  DYNAMIC HT  -         628.040 (meters)    2060.49  (feet)  COMP
 ML0396  MODELED GRAV-     980,074.2   (mgal)                       NAVD 88
 ML0396
 ML0396  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 ML0396
 ML0396.The horizontal coordinates were scaled from a topographic map and have
 ML0396.an estimated accuracy of +/- 6 seconds.
 ML0396
 ML0396.The orthometric height was determined by differential leveling
 ML0396.and adjusted by the National Geodetic Survey in 1992..
 ML0396.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 ML0396.rate of 4.1 thru 8.0 mm/km.
 ML0396
 ML0396.The geoid height was determined by GEOID03.
 ML0396
 ML0396.The dynamic height is computed by dividing the NAVD 88
 ML0396.geopotential number by the normal gravity value computed on the
 ML0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0396.degrees latitude (g = 980.6199 gals.).
 ML0396
 ML0396.The modeled gravity was interpolated from observed gravity values.
 ML0396
 ML0396;                    North         East    Units  Estimated Accuracy
 ML0396;SPC NE       -   135,280.      585,940.      MT  (+/- 180 meters Scaled)
 ML0396
 ML0396                          SUPERSEDED SURVEY CONTROL
 ML0396
 ML0396  NGVD 29 (??/??/92)  628.150  (m)         2060.86   (f) ADJ UNCH    2 0
 ML0396
 ML0396.Superseded values are not recommended for survey control.
 ML0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0396.See file dsdata.txt to determine how the superseded data were derived.
 ML0396
 ML0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL018439(NAD 83)
 ML0396_MARKER: DB = BENCH MARK DISK
 ML0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0396_STAMPING: J 122 1935
 ML0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0396+STABILITY: SURFACE MOTION
 ML0396
 ML0396  HISTORY     - Date     Condition        Report By
 ML0396  HISTORY     - 1935     MONUMENTED       CGS
 ML0396  HISTORY     - 1950     MARK NOT FOUND   NGS
 ML0396  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0396
 ML0396                          STATION DESCRIPTION
 ML0396
 ML0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0396'1.7 MI E FROM SWEETWATER.
 ML0396'1.8 MILES EAST ALONG STATE HIGHWAY 45 AND STATE HIGHWAY 10 FROM
 ML0396'THE POST OFFICE AT SWEETWATER, BUFFALO COUNTY, AT THE T-JUNCTION
 ML0396'OF THE HIGHWAYS, 84 FEET EAST OF THE CENTER LINE OF THE
 ML0396'NORTH-AND-SOUTH HIGHWAY (EXTENDED TO THE SOUTH), 36 FEET
 ML0396'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 45, AND 5 FEET
 ML0396'SOUTH OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE
 ML0396'POST.  NOTE-- PLOWED GROUND AT LOCATION OF POST.
 ML0396
 ML0396                          STATION RECOVERY (1950)
 ML0396
 ML0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 ML0396'MARK NOT FOUND.
 ML0396
 ML0396                          STATION RECOVERY (1995)
 ML0396
 ML0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0396'SEARCHED FOR COULD NOT LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0348 ***********************************************************************
 ML0348  DESIGNATION -  J 125
 ML0348  PID         -  ML0348
 ML0348  STATE/COUNTY-  NE/GREELEY
 ML0348  USGS QUAD   -  SCOTIA (1953)
 ML0348
 ML0348                         *CURRENT SURVEY CONTROL
 ML0348  ___________________________________________________________________
 ML0348* NAD 83(1986)-  41 24 54.     (N)    098 40 48.     (W)     SCALED    
 ML0348* NAVD 88     -       578.840  (meters)    1899.08   (feet)  ADJUSTED  
 ML0348  ___________________________________________________________________
 ML0348  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ML0348  DYNAMIC HT  -         578.551 (meters)    1898.13  (feet)  COMP
 ML0348  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 ML0348
 ML0348  VERT ORDER  -  SECOND    CLASS 0
 ML0348
 ML0348.The horizontal coordinates were scaled from a topographic map and have
 ML0348.an estimated accuracy of +/- 6 seconds.
 ML0348
 ML0348.The orthometric height was determined by differential leveling
 ML0348.and adjusted by the National Geodetic Survey in June 1991..
 ML0348
 ML0348.The geoid height was determined by GEOID03.
 ML0348
 ML0348.The dynamic height is computed by dividing the NAVD 88
 ML0348.geopotential number by the normal gravity value computed on the
 ML0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0348.degrees latitude (g = 980.6199 gals.).
 ML0348
 ML0348.The modeled gravity was interpolated from observed gravity values.
 ML0348
 ML0348;                    North         East    Units  Estimated Accuracy
 ML0348;SPC NE       -   176,450.      610,320.      MT  (+/- 180 meters Scaled)
 ML0348
 ML0348                          SUPERSEDED SURVEY CONTROL
 ML0348
 ML0348  NGVD 29 (??/??/92)  578.591  (m)         1898.26   (f) ADJ UNCH    2 0
 ML0348
 ML0348.Superseded values are not recommended for survey control.
 ML0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0348.See file dsdata.txt to determine how the superseded data were derived.
 ML0348
 ML0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL267848(NAD 83)
 ML0348_MARKER: DB = BENCH MARK DISK
 ML0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0348_STAMPING: J-125 1935
 ML0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0348+STABILITY: SURFACE MOTION
 ML0348
 ML0348  HISTORY     - Date     Condition        Report By
 ML0348  HISTORY     - 1935     MONUMENTED       CGS
 ML0348
 ML0348                          STATION DESCRIPTION
 ML0348
 ML0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0348'4.9 MI NW FROM COTESFIELD.
 ML0348'4.9 MILES NORTHWEST OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0348'RAILROAD BETWEEN ST. PAUL AND ORD, 15 1/2 POLES NORTHWEST OF
 ML0348'MILEPOST 41, 43 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 41.8 FEET
 ML0348'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 11, AND 6 FEET
 ML0348'NORTHEAST OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0638 ***********************************************************************
 ML0638  DESIGNATION -  J 126
 ML0638  PID         -  ML0638
 ML0638  STATE/COUNTY-  NE/GARFIELD
 ML0638  USGS QUAD   -  BURWELL NE (1978)
 ML0638
 ML0638                         *CURRENT SURVEY CONTROL
 ML0638  ___________________________________________________________________
 ML0638* NAD 83(1986)-  41 57 07.     (N)    099 05 18.     (W)     SCALED    
 ML0638* NAVD 88     -       715.499  (meters)    2347.43   (feet)  ADJUSTED  
 ML0638  ___________________________________________________________________
 ML0638  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 ML0638  DYNAMIC HT  -         715.170 (meters)    2346.35  (feet)  COMP
 ML0638  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 ML0638
 ML0638  VERT ORDER  -  SECOND    CLASS 0
 ML0638
 ML0638.The horizontal coordinates were scaled from a topographic map and have
 ML0638.an estimated accuracy of +/- 6 seconds.
 ML0638
 ML0638.The orthometric height was determined by differential leveling
 ML0638.and adjusted by the National Geodetic Survey in June 1991..
 ML0638
 ML0638.The geoid height was determined by GEOID03.
 ML0638
 ML0638.The dynamic height is computed by dividing the NAVD 88
 ML0638.geopotential number by the normal gravity value computed on the
 ML0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0638.degrees latitude (g = 980.6199 gals.).
 ML0638
 ML0638.The modeled gravity was interpolated from observed gravity values.
 ML0638
 ML0638;                    North         East    Units  Estimated Accuracy
 ML0638;SPC NE       -   235,620.      575,560.      MT  (+/- 180 meters Scaled)
 ML0638
 ML0638                          SUPERSEDED SURVEY CONTROL
 ML0638
 ML0638  NGVD 29 (??/??/92)  715.241  (m)         2346.59   (f) ADJ UNCH    2 0
 ML0638
 ML0638.Superseded values are not recommended for survey control.
 ML0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0638.See file dsdata.txt to determine how the superseded data were derived.
 ML0638
 ML0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM926444(NAD 83)
 ML0638_MARKER: DB = BENCH MARK DISK
 ML0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0638_STAMPING: J-126 1935
 ML0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0638+STABILITY: SURFACE MOTION
 ML0638
 ML0638  HISTORY     - Date     Condition        Report By
 ML0638  HISTORY     - 1935     MONUMENTED       CGS
 ML0638
 ML0638                          STATION DESCRIPTION
 ML0638
 ML0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0638'13.1 MI N FROM BURWELL.
 ML0638'13.10 MILES NORTH OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0638'HIGHWAY 11, BETWEEN BURWELL AND ATKINSON, IN LINE WITH TELEPHONE
 ML0638'LINE LEADING TO ELLIS WHITESIDE RANCH, 47.5 FEET WEST OF THE
 ML0638'CENTER LINE OF THE HIGHWAY, 3.5 FEET SOUTH OF THE SOUTH END
 ML0638'OF THE FIELD ENTRANCE TO WHITESIDE RANCH WHICH IS ABOUT 0.4
 ML0638'MILE WEST OF THE HIGHWAY, AND 1.5 FEET EAST OF RIGHT OF WAY
 ML0638'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0639 ***********************************************************************
 ML0639  DESIGNATION -  J 126 RESET
 ML0639  PID         -  ML0639
 ML0639  STATE/COUNTY-  NE/GARFIELD
 ML0639  USGS QUAD   -  BURWELL NE (1978)
 ML0639
 ML0639                         *CURRENT SURVEY CONTROL
 ML0639  ___________________________________________________________________
 ML0639* NAD 83(1986)-  41 57 07.     (N)    099 05 18.     (W)     SCALED    
 ML0639* NAVD 88     -       715.25   (meters)    2346.6    (feet)  RESET     
 ML0639  ___________________________________________________________________
 ML0639  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 ML0639
 ML0639  VERT ORDER  -  THIRD
 ML0639
 ML0639.The horizontal coordinates were scaled from a topographic map and have
 ML0639.an estimated accuracy of +/- 6 seconds.
 ML0639
 ML0639.The orthometric height was computed from unverified reset data.
 ML0639
 ML0639.The geoid height was determined by GEOID03.
 ML0639
 ML0639;                    North         East    Units  Estimated Accuracy
 ML0639;SPC NE       -   235,620.      575,560.      MT  (+/- 180 meters Scaled)
 ML0639
 ML0639                          SUPERSEDED SURVEY CONTROL
 ML0639
 ML0639  NGVD 29 (??/??/??)  714.99   (m)         2345.8    (f) RESET       3  
 ML0639
 ML0639.Superseded values are not recommended for survey control.
 ML0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0639.See file dsdata.txt to determine how the superseded data were derived.
 ML0639
 ML0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM926444(NAD 83)
 ML0639_MARKER: DB = BENCH MARK DISK
 ML0639_SETTING: 0 = UNSPECIFIED SETTING
 ML0639_STAMPING: J 126 RESET 1964
 ML0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0639
 ML0639  HISTORY     - Date     Condition        Report By
 ML0639  HISTORY     - 1964     MONUMENTED       CGS
 ML0639
 ML0639                          STATION DESCRIPTION
 ML0639
 ML0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 ML0639'13.8 MI NE FROM BURWELL.
 ML0639'0.5 MILE EAST FROM THE COURTHOUSE AT BURWELL, GARFIELD COUNTY,
 ML0639'THEN NORTH ALONG STATE HIGHWAYS 11 AND 91 FOR 0.2 MILE TO THE
 ML0639'BRIDGE OVER THE LOUP RIVER, THENCE 1.1 MILE NORTH AND EAST
 ML0639'ALONG STATE HIGHWAYS 11 AND 91 TO THEIR JUNCTION, THENCE NORTH
 ML0639'ALONG STATE HIGHWAY 11 FOR 12.0 MILES TO THE BENCH MARK ON THE
 ML0639'LEFT, ABOUT 100 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY,
 ML0639'2 FEET NORTH OF HIGHWAY STATION 630, AND 1 FOOT SOUTH OF A NEW
 ML0639'STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 ML0639'DISK IS STAMPED J 126 REST 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0211 ***********************************************************************
 NN0211  DESIGNATION -  J 127
 NN0211  PID         -  NN0211
 NN0211  STATE/COUNTY-  NE/HOLT
 NN0211  USGS QUAD   -  EMMET (1986)
 NN0211
 NN0211                         *CURRENT SURVEY CONTROL
 NN0211  ___________________________________________________________________
 NN0211* NAD 83(1986)-  42 28 43.     (N)    098 51 12.     (W)     SCALED    
 NN0211* NAVD 88     -       621.501  (meters)    2039.04   (feet)  ADJUSTED  
 NN0211  ___________________________________________________________________
 NN0211  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 NN0211  DYNAMIC HT  -         621.255 (meters)    2038.23  (feet)  COMP
 NN0211  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 NN0211
 NN0211  VERT ORDER  -  FIRST     CLASS II
 NN0211
 NN0211.The horizontal coordinates were scaled from a topographic map and have
 NN0211.an estimated accuracy of +/- 6 seconds.
 NN0211
 NN0211.The orthometric height was determined by differential leveling
 NN0211.and adjusted by the National Geodetic Survey in June 1991..
 NN0211
 NN0211.The geoid height was determined by GEOID03.
 NN0211
 NN0211.The dynamic height is computed by dividing the NAVD 88
 NN0211.geopotential number by the normal gravity value computed on the
 NN0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0211.degrees latitude (g = 980.6199 gals.).
 NN0211
 NN0211.The modeled gravity was interpolated from observed gravity values.
 NN0211
 NN0211;                    North         East    Units  Estimated Accuracy
 NN0211;SPC NE       -   294,330.      594,270.      MT  (+/- 180 meters Scaled)
 NN0211
 NN0211                          SUPERSEDED SURVEY CONTROL
 NN0211
 NN0211  NGVD 29 (??/??/92)  621.280  (m)         2038.32   (f) ADJ UNCH    1 2
 NN0211
 NN0211.Superseded values are not recommended for survey control.
 NN0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0211.See file dsdata.txt to determine how the superseded data were derived.
 NN0211
 NN0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN120029(NAD 83)
 NN0211_MARKER: DB = BENCH MARK DISK
 NN0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0211_STAMPING: J 127 1935
 NN0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0211+STABILITY: SURFACE MOTION
 NN0211
 NN0211  HISTORY     - Date     Condition        Report By
 NN0211  HISTORY     - 1935     MONUMENTED       CGS
 NN0211  HISTORY     - 1946     GOOD             NGS
 NN0211
 NN0211                          STATION DESCRIPTION
 NN0211
 NN0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0211'2.4 MI W FROM EMMET.
 NN0211'2.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0211'THE STATION AT EMMET, HOLT COUNTY, 0.2 MILE EAST OF BRIDGE 322,
 NN0211'10 POLES WEST OF MILEPOST 166, 40.2 FEET NORTHEAST OF THE CENTER
 NN0211'OF A ROAD CROSSING, 19.8 FEET NORTH OF THE CENTERLINE OF THE
 NN0211'TRACK, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH
 NN0211'THE TRACK, AND 12 INCHES UNDER GROUND.  A STANDARD DISK, STAMPED
 NN0211'J 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1308 ***********************************************************************
 NM1308  DESIGNATION -  J 128
 NM1308  PID         -  NM1308
 NM1308  STATE/COUNTY-  NE/ANTELOPE
 NM1308  USGS QUAD   -  OAKDALE (1963)
 NM1308
 NM1308                         *CURRENT SURVEY CONTROL
 NM1308  ___________________________________________________________________
 NM1308* NAD 83(1986)-  42 04 38.     (N)    097 58 23.     (W)     SCALED    
 NM1308* NAVD 88     -       520.936  (meters)    1709.10   (feet)  ADJUSTED  
 NM1308  ___________________________________________________________________
 NM1308  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 NM1308  DYNAMIC HT  -         520.728 (meters)    1708.42  (feet)  COMP
 NM1308  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 NM1308
 NM1308  VERT ORDER  -  SECOND    CLASS 0
 NM1308
 NM1308.The horizontal coordinates were scaled from a topographic map and have
 NM1308.an estimated accuracy of +/- 6 seconds.
 NM1308
 NM1308.The orthometric height was determined by differential leveling
 NM1308.and adjusted by the National Geodetic Survey in June 1991..
 NM1308
 NM1308.The geoid height was determined by GEOID03.
 NM1308
 NM1308.The dynamic height is computed by dividing the NAVD 88
 NM1308.geopotential number by the normal gravity value computed on the
 NM1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1308.degrees latitude (g = 980.6199 gals.).
 NM1308
 NM1308.The modeled gravity was interpolated from observed gravity values.
 NM1308
 NM1308;                    North         East    Units  Estimated Accuracy
 NM1308;SPC NE       -   251,100.      667,670.      MT  (+/- 180 meters Scaled)
 NM1308
 NM1308                          SUPERSEDED SURVEY CONTROL
 NM1308
 NM1308  NGVD 29 (??/??/92)  520.731  (m)         1708.43   (f) ADJ UNCH    2 0
 NM1308
 NM1308.Superseded values are not recommended for survey control.
 NM1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1308.See file dsdata.txt to determine how the superseded data were derived.
 NM1308
 NM1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM849588(NAD 83)
 NM1308_MARKER: DB = BENCH MARK DISK
 NM1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1308_STAMPING: J 128 1935
 NM1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1308+STABILITY: SURFACE MOTION
 NM1308
 NM1308  HISTORY     - Date     Condition        Report By
 NM1308  HISTORY     - 1935     MONUMENTED       CGS
 NM1308  HISTORY     - 1961     MARK NOT FOUND   USGS
 NM1308
 NM1308                          STATION DESCRIPTION
 NM1308
 NM1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1308'0.6 MI NW FROM OAKDALE.
 NM1308'0.6 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM1308'FROM THE STATION AT OAKDALE, ANTELOPE COUNTY, 4 POLES WEST
 NM1308'OF THE WATER TOWER, 6-1/2 RAILS EAST OF THE POINT OF A SPUR
 NM1308'LEADING TO A SIDING, 54 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 NM1308'TRACK, IN LINE WITH A ROW OF POLES, AND ABOUT 4 FEET LOWER THAN
 NM1308'THE TRACK.  A STANDARD DISK, STAMPED J 128 1935 AND SET IN THE
 NM1308'TOP OF A CONCRETE POST.  NOTE-- WATER TOWER HAS BEEN MOVED AND
 NM1308'AREA UNDER CULTIVATION.
 NM1308
 NM1308                          STATION RECOVERY (1961)
 NM1308
 NM1308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0321 ***********************************************************************
 LG0321  DESIGNATION -  J 13
 LG0321  PID         -  LG0321
 LG0321  STATE/COUNTY-  NE/LANCASTER
 LG0321  USGS QUAD   -  EMERALD (1978)
 LG0321
 LG0321                         *CURRENT SURVEY CONTROL
 LG0321  ___________________________________________________________________
 LG0321* NAD 83(1986)-  40 45 44.     (N)    096 49 51.     (W)     SCALED    
 LG0321* NAVD 88     -       368.142  (meters)    1207.81   (feet)  ADJUSTED  
 LG0321  ___________________________________________________________________
 LG0321  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 LG0321  DYNAMIC HT  -         367.970 (meters)    1207.25  (feet)  COMP
 LG0321  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 LG0321
 LG0321  VERT ORDER  -  FIRST     CLASS II
 LG0321
 LG0321.The horizontal coordinates were scaled from a topographic map and have
 LG0321.an estimated accuracy of +/- 6 seconds.
 LG0321
 LG0321.The orthometric height was determined by differential leveling
 LG0321.and adjusted by the National Geodetic Survey in June 1991..
 LG0321
 LG0321.The geoid height was determined by GEOID03.
 LG0321
 LG0321.The dynamic height is computed by dividing the NAVD 88
 LG0321.geopotential number by the normal gravity value computed on the
 LG0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0321.degrees latitude (g = 980.6199 gals.).
 LG0321
 LG0321.The modeled gravity was interpolated from observed gravity values.
 LG0321
 LG0321;                    North         East    Units  Estimated Accuracy
 LG0321;SPC NE       -   108,040.      767,470.      MT  (+/- 180 meters Scaled)
 LG0321
 LG0321                          SUPERSEDED SURVEY CONTROL
 LG0321
 LG0321  NGVD 29 (??/??/92)  368.028  (m)         1207.44   (f) ADJ UNCH    1 2
 LG0321
 LG0321.Superseded values are not recommended for survey control.
 LG0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0321.See file dsdata.txt to determine how the superseded data were derived.
 LG0321
 LG0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL830146(NAD 83)
 LG0321_MARKER: DB = BENCH MARK DISK
 LG0321_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0321_SP_SET: PIER
 LG0321_STAMPING: J 13 1933 1206.989
 LG0321_MARK LOGO: CGS   
 LG0321_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0321+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG0321
 LG0321  HISTORY     - Date     Condition        Report By
 LG0321  HISTORY     - 1933     MONUMENTED       CGS
 LG0321  HISTORY     - 1940     GOOD             NGS
 LG0321  HISTORY     - 19911022 GOOD             NGS
 LG0321
 LG0321                          STATION DESCRIPTION
 LG0321
 LG0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0321'2 MI NE FROM DENTON.
 LG0321'2.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0321'RAILROAD FROM THE STATION AT DENTON, LANCASTER COUNTY, AT BRIDGE
 LG0321'67.48, AT THE EAST END OF THE STEEL SPAN, IN THE TOP OF THE SOUTH
 LG0321'SIDE OF THE EAST CONCRETE PIER, 1 FOOT NORTH OF THE SOUTH END,
 LG0321'AND 12 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LG0321'DISK, STAMPED 1206.989 J 13 1933.
 LG0321
 LG0321                          STATION RECOVERY (1991)
 LG0321
 LG0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0321'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG0321'U.S. HIGHWAY 77 IN LINCOLN, THENCE 1.1 KM (0.70 MI) WESTERLY ALONG
 LG0321'VAN DORN STREET, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG WEST VAN DORN
 LG0321'STREET, THENCE 8.3 KM (5.15 MI) SOUTHWESTERLY ALONG THE BURLINGTON
 LG0321'NORTHERN RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE
 LG0321'SOUTHEAST END OF THE FIRST PIER SOUTHWEST OF THE NORTHEAST ABUTMENT
 LG0321'OF RAILROAD BRIDGE NUMBER 67.48 SPANNING HOLMS CREEK, 3.0 M (9.8 FT)
 LG0321'SOUTHEAST OF THE NEAR RAIL, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE
 LG0321'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0348 ***********************************************************************
 NO0348  DESIGNATION -  J 130
 NO0348  PID         -  NO0348
 NO0348  STATE/COUNTY-  NE/CHERRY
 NO0348  USGS QUAD   -  MERRIMAN SW (1990)
 NO0348
 NO0348                         *CURRENT SURVEY CONTROL
 NO0348  ___________________________________________________________________
 NO0348* NAD 83(1986)-  42 46 10.     (N)    101 41 47.     (W)     SCALED    
 NO0348* NAVD 88     -      1047.216  (meters)    3435.74   (feet)  ADJUSTED  
 NO0348  ___________________________________________________________________
 NO0348  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 NO0348  DYNAMIC HT  -        1046.738 (meters)    3434.17  (feet)  COMP
 NO0348  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 NO0348
 NO0348  VERT ORDER  -  SECOND    CLASS 0
 NO0348
 NO0348.The horizontal coordinates were scaled from a topographic map and have
 NO0348.an estimated accuracy of +/- 6 seconds.
 NO0348
 NO0348.The orthometric height was determined by differential leveling
 NO0348.and adjusted by the National Geodetic Survey in June 1991..
 NO0348
 NO0348.The geoid height was determined by GEOID03.
 NO0348
 NO0348.The dynamic height is computed by dividing the NAVD 88
 NO0348.geopotential number by the normal gravity value computed on the
 NO0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0348.degrees latitude (g = 980.6199 gals.).
 NO0348
 NO0348.The modeled gravity was interpolated from observed gravity values.
 NO0348
 NO0348;                    North         East    Units  Estimated Accuracy
 NO0348;SPC NE       -   327,370.      361,180.      MT  (+/- 180 meters Scaled)
 NO0348
 NO0348                          SUPERSEDED SURVEY CONTROL
 NO0348
 NO0348  NGVD 29 (??/??/92) 1046.790  (m)         3434.34   (f) ADJ UNCH    2 0
 NO0348
 NO0348.Superseded values are not recommended for survey control.
 NO0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0348.See file dsdata.txt to determine how the superseded data were derived.
 NO0348
 NO0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN793387(NAD 83)
 NO0348_MARKER: DB = BENCH MARK DISK
 NO0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0348_STAMPING: J 130 1934
 NO0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0348+STABILITY: SURFACE MOTION
 NO0348
 NO0348  HISTORY     - Date     Condition        Report By
 NO0348  HISTORY     - 1934     MONUMENTED       CGS
 NO0348  HISTORY     - 1948     GOOD             NGS
 NO0348
 NO0348                          STATION DESCRIPTION
 NO0348
 NO0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0348'12.5 MI S FROM MERRIMAN.
 NO0348'12.5 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0348'COUNTY, 4.0 MILES SOUTH OF NIOBRARA RIVER, AT A SAND HILL AT A
 NO0348'HIGH POINT ALONG THE HIGHWAY, 69 YARDS WEST OF A SECTION-LINE
 NO0348'FENCE, AND 91 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 NO0348'STANDARD DISK, STAMPED J 130 1934 AND SET IN THE TOP OF A
 NO0348'CONCRETE POST.  10.3 MILES (AIR LINE) SOUTH OF MERRIMAN 2.8
 NO0348'MILES SOUTH OF NIOBRARA RIVER, 0.35 MILE SOUTH OF CORNER SECS.
 NO0348'5, 6, 7, AND 8, T. 32 N., R. 37 W., 200 FEET WEST OF SECTION-LINE
 NO0348'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1262 ***********************************************************************
 MK1262  DESIGNATION -  J 130
 MK1262  PID         -  MK1262
 MK1262  STATE/COUNTY-  NE/COLFAX
 MK1262  USGS QUAD   -  SCHUYLER (1968)
 MK1262
 MK1262                         *CURRENT SURVEY CONTROL
 MK1262  ___________________________________________________________________
 MK1262* NAD 83(1986)-  41 27 06.     (N)    097 01 23.     (W)     SCALED    
 MK1262* NAVD 88     -       409.212  (meters)    1342.56   (feet)  ADJUSTED  
 MK1262  ___________________________________________________________________
 MK1262  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 MK1262  DYNAMIC HT  -         409.034 (meters)    1341.97  (feet)  COMP
 MK1262  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 MK1262
 MK1262  VERT ORDER  -  SECOND    CLASS 0
 MK1262
 MK1262.The horizontal coordinates were scaled from a topographic map and have
 MK1262.an estimated accuracy of +/- 6 seconds.
 MK1262
 MK1262.The orthometric height was determined by differential leveling
 MK1262.and adjusted by the National Geodetic Survey in June 1991..
 MK1262
 MK1262.The geoid height was determined by GEOID03.
 MK1262
 MK1262.The dynamic height is computed by dividing the NAVD 88
 MK1262.geopotential number by the normal gravity value computed on the
 MK1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1262.degrees latitude (g = 980.6199 gals.).
 MK1262
 MK1262.The modeled gravity was interpolated from observed gravity values.
 MK1262
 MK1262;                    North         East    Units  Estimated Accuracy
 MK1262;SPC NE       -   183,960.      748,610.      MT  (+/- 180 meters Scaled)
 MK1262
 MK1262                          SUPERSEDED SURVEY CONTROL
 MK1262
 MK1262  NGVD 29 (??/??/92)  409.044  (m)         1342.01   (f) ADJ UNCH    2 0
 MK1262
 MK1262.Superseded values are not recommended for survey control.
 MK1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1262.See file dsdata.txt to determine how the superseded data were derived.
 MK1262
 MK1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL651907(NAD 83)
 MK1262_MARKER: DB = BENCH MARK DISK
 MK1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1262_STAMPING: J 130 1935
 MK1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1262+STABILITY: SURFACE MOTION
 MK1262
 MK1262  HISTORY     - Date     Condition        Report By
 MK1262  HISTORY     - 1935     MONUMENTED       CGS
 MK1262  HISTORY     - 1967     MARK NOT FOUND   NGS
 MK1262
 MK1262                          STATION DESCRIPTION
 MK1262
 MK1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1262'1.8 MI E FROM SCHUYLER.
 MK1262'ALONG THE UNION PACIFIC RAILROAD BETWEEN FREEMONT AND COLUMBUS,
 MK1262'NEBRASKA, 46.5 FEET EAST OF MILE POST 67.  32.0 FEET SOUTH OF
 MK1262'SOUTH RAIL, AND 27.0 FEET EAST OF IRRIGATION DITCH.
 MK1262
 MK1262                          STATION RECOVERY (1967)
 MK1262
 MK1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MK1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9613 ***********************************************************************
 AG9613  DESIGNATION -  J 132 RESET
 AG9613  PID         -  AG9613
 AG9613  STATE/COUNTY-  NE/BURT
 AG9613  USGS QUAD   -  OAKLAND (1966)
 AG9613
 AG9613                         *CURRENT SURVEY CONTROL
 AG9613  ___________________________________________________________________
 AG9613* NAD 83(1986)-  41 50 02.     (N)    096 28 05.     (W)     SCALED    
 AG9613* NAVD 88     -       390.72   (meters)    1281.9    (feet)  RESET     
 AG9613  ___________________________________________________________________
 AG9613  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AG9613
 AG9613  VERT ORDER  -  THIRD
 AG9613
 AG9613.The horizontal coordinates were scaled from a topographic map and have
 AG9613.an estimated accuracy of +/- 6 seconds.
 AG9613
 AG9613.The orthometric height was computed from unverified reset data.
 AG9613
 AG9613.The geoid height was determined by GEOID03.
 AG9613
 AG9613;                    North         East    Units  Estimated Accuracy
 AG9613;SPC NE       -   228,100.      793,210.      MT  (+/- 180 meters Scaled)
 AG9613
 AG9613                          SUPERSEDED SURVEY CONTROL
 AG9613
 AG9613.No superseded survey control is available for this station.
 AG9613
 AG9613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM102344(NAD 83)
 AG9613_MARKER: DV = VERTICAL CONTROL DISK
 AG9613_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AG9613_SP_SET: GRAIN ELEVATOR FOUNDATION
 AG9613_STAMPING: J 132 RESET 1997
 AG9613_MARK LOGO: NGS   
 AG9613_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG9613+STABILITY: POSITION/ELEVATION WELL
 AG9613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9613+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9613
 AG9613  HISTORY     - Date     Condition        Report By
 AG9613  HISTORY     - 1997     MONUMENTED       NEDR
 AG9613
 AG9613                          STATION DESCRIPTION
 AG9613
 AG9613'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 AG9613'LOCATED IN OAKLAND, AT THE AGLAND CO-OP GRAIN ELEVATOR, AT 107 WEST
 AG9613'2ND STREET, AND IN THE SE1/4 SEC36, T22N, R8E.  PERMISSION FOR THE
 AG9613'MARK WAS GIVEN BY MR.  DALE J.  JOHNSON, GENERAL MANAGER, 107 WEST 2ND
 AG9613'STREET, OAKLAND, NE 68045, TELEPHONE 402-685 5613.  TO REACH FROM THE
 AG9613'OAKLAND POST OFFICE, GO SOUTH ON OAKLAND AVENUE FOR 0.16 KM (0.10 MI)
 AG9613'TO WEST 2ND STREET.  TURN RIGHT AND GO WEST FOR 0.16 MI, (0.26 KM)
 AG9613'CROSSING THE BN/SF RAILROAD TRACKS, TO THE AGLAND CO-OP AND THE MARK
 AG9613'ON THE LEFT, CEMENTED INTO A DRILLED HOLE AT THE EAST SIDE OF A 30 FT
 AG9613'(9.1 M) DEEP, ROUND, CONCRETE FOUNDATION OF THE 3RD GRAIN BIN SOUTH OF
 AG9613'WEST 2ND STREET.  IT IS 53.6 M (175.9 FT) SOUTH OF THE CENTERLINE OF
 AG9613'WEST 2ND STREET, 52.85 M (173.39 FT) WEST OF THE CENTERLINE OF THE
 AG9613'MAIN TRACKS, 49.6 M (162.7 FT) EAST OF THE CENTERLINE OF NORTH LOGAN
 AG9613'AVENUE, 14.441 M (47.379 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AG9613'AGLAND CO-OP OFFICE BUILDING AND IT IS ABOUT 0.13 M (0.43 FT) ABOVE
 AG9613'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1278 ***********************************************************************
 MK1278  DESIGNATION -  J 134
 MK1278  PID         -  MK1278
 MK1278  STATE/COUNTY-  NE/BUTLER
 MK1278  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1278
 MK1278                         *CURRENT SURVEY CONTROL
 MK1278  ___________________________________________________________________
 MK1278* NAD 83(1986)-  41 15 17.     (N)    097 07 45.     (W)     SCALED    
 MK1278* NAVD 88     -       492.994  (meters)    1617.43   (feet)  ADJUSTED  
 MK1278  ___________________________________________________________________
 MK1278  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 MK1278  DYNAMIC HT  -         492.762 (meters)    1616.67  (feet)  COMP
 MK1278  MODELED GRAV-     980,137.8   (mgal)                       NAVD 88
 MK1278
 MK1278  VERT ORDER  -  SECOND    CLASS 0
 MK1278
 MK1278.The horizontal coordinates were scaled from a topographic map and have
 MK1278.an estimated accuracy of +/- 6 seconds.
 MK1278
 MK1278.The orthometric height was determined by differential leveling
 MK1278.and adjusted by the National Geodetic Survey in June 1991..
 MK1278
 MK1278.The geoid height was determined by GEOID03.
 MK1278
 MK1278.The dynamic height is computed by dividing the NAVD 88
 MK1278.geopotential number by the normal gravity value computed on the
 MK1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1278.degrees latitude (g = 980.6199 gals.).
 MK1278
 MK1278.The modeled gravity was interpolated from observed gravity values.
 MK1278
 MK1278;                    North         East    Units  Estimated Accuracy
 MK1278;SPC NE       -   161,800.      740,480.      MT  (+/- 180 meters Scaled)
 MK1278
 MK1278                          SUPERSEDED SURVEY CONTROL
 MK1278
 MK1278  NGVD 29 (??/??/92)  492.818  (m)         1616.85   (f) ADJ UNCH    2 0
 MK1278
 MK1278.Superseded values are not recommended for survey control.
 MK1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1278.See file dsdata.txt to determine how the superseded data were derived.
 MK1278
 MK1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL567687(NAD 83)
 MK1278_MARKER: DB = BENCH MARK DISK
 MK1278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1278_SP_SET: WATER TOWER
 MK1278_STAMPING: J 134 1935
 MK1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1278
 MK1278  HISTORY     - Date     Condition        Report By
 MK1278  HISTORY     - 1935     MONUMENTED       CGS
 MK1278
 MK1278                          STATION DESCRIPTION
 MK1278
 MK1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1278'IN DAVID CITY.
 MK1278'NEAR THE CHICAGO AND NORTH WESTERN RAILWAY DEPOT.  BETWEEN THE
 MK1278'WEST LEGS OF THE C. AND N.W. WATER TOWER.  9.9 FEET SOUTH OF SOUTH
 MK1278'RAIL OF MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0682 ***********************************************************************
 LG0682  DESIGNATION -  J 135
 LG0682  PID         -  LG0682
 LG0682  STATE/COUNTY-  NE/YORK
 LG0682  USGS QUAD   -  YORK SOUTH (1969)
 LG0682
 LG0682                         *CURRENT SURVEY CONTROL
 LG0682  ___________________________________________________________________
 LG0682* NAD 83(1986)-  40 47 53.     (N)    097 35 14.     (W)     SCALED    
 LG0682* NAVD 88     -       497.885  (meters)    1633.48   (feet)  ADJUSTED  
 LG0682  ___________________________________________________________________
 LG0682  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 LG0682  DYNAMIC HT  -         497.620 (meters)    1632.61  (feet)  COMP
 LG0682  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 LG0682
 LG0682  VERT ORDER  -  SECOND    CLASS 0
 LG0682
 LG0682.The horizontal coordinates were scaled from a topographic map and have
 LG0682.an estimated accuracy of +/- 6 seconds.
 LG0682
 LG0682.The orthometric height was determined by differential leveling
 LG0682.and adjusted by the National Geodetic Survey in June 1991..
 LG0682.WARNING-Repeat measurements at this control monument indicate possible
 LG0682.vertical movement.
 LG0682
 LG0682.The geoid height was determined by GEOID03.
 LG0682
 LG0682.The dynamic height is computed by dividing the NAVD 88
 LG0682.geopotential number by the normal gravity value computed on the
 LG0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0682.degrees latitude (g = 980.6199 gals.).
 LG0682
 LG0682.The modeled gravity was interpolated from observed gravity values.
 LG0682
 LG0682;                    North         East    Units  Estimated Accuracy
 LG0682;SPC NE       -   109,950.      703,540.      MT  (+/- 180 meters Scaled)
 LG0682
 LG0682                          SUPERSEDED SURVEY CONTROL
 LG0682
 LG0682  NGVD 29 (??/??/92)  497.685  (m)         1632.82   (f) ADJ UNCH    2 0
 LG0682
 LG0682.Superseded values are not recommended for survey control.
 LG0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0682.See file dsdata.txt to determine how the superseded data were derived.
 LG0682
 LG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL191173(NAD 83)
 LG0682_MARKER: DB = BENCH MARK DISK
 LG0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0682_STAMPING: J 135 1935
 LG0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0682+STABILITY: SURFACE MOTION
 LG0682
 LG0682  HISTORY     - Date     Condition        Report By
 LG0682  HISTORY     - 1935     MONUMENTED       CGS
 LG0682  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0682
 LG0682                          STATION DESCRIPTION
 LG0682
 LG0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0682'3.7 MI N FROM MC COOL JUNCTION.
 LG0682'3.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0682'FROM THE STATION AT MC COOL JUNCTION, YORK COUNTY, 759 FEET
 LG0682'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 13.3 FEET WEST OF MILEPOST
 LG0682'130, AND 47 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A
 LG0682'STANDARD DISK, STAMPED J 135 1935 AND SET IN THE TOP OF A
 LG0682'CONCRETE POST.
 LG0682
 LG0682                          STATION RECOVERY (1967)
 LG0682
 LG0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1309 ***********************************************************************
 MK1309  DESIGNATION -  J 137
 MK1309  PID         -  MK1309
 MK1309  STATE/COUNTY-  NE/BUTLER
 MK1309  USGS QUAD   -  SURPRISE (1966)
 MK1309
 MK1309                         *CURRENT SURVEY CONTROL
 MK1309  ___________________________________________________________________
 MK1309* NAD 83(1986)-  41 05 19.     (N)    097 19 49.     (W)     SCALED    
 MK1309* NAVD 88     -       482.230  (meters)    1582.12   (feet)  ADJUSTED  
 MK1309  ___________________________________________________________________
 MK1309  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 MK1309  DYNAMIC HT  -         481.986 (meters)    1581.32  (feet)  COMP
 MK1309  MODELED GRAV-     980,102.4   (mgal)                       NAVD 88
 MK1309
 MK1309  VERT ORDER  -  SECOND    CLASS 0
 MK1309
 MK1309.The horizontal coordinates were scaled from a topographic map and have
 MK1309.an estimated accuracy of +/- 6 seconds.
 MK1309
 MK1309.The orthometric height was determined by differential leveling
 MK1309.and adjusted by the National Geodetic Survey in June 1991..
 MK1309
 MK1309.The geoid height was determined by GEOID03.
 MK1309
 MK1309.The dynamic height is computed by dividing the NAVD 88
 MK1309.geopotential number by the normal gravity value computed on the
 MK1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1309.degrees latitude (g = 980.6199 gals.).
 MK1309
 MK1309.The modeled gravity was interpolated from observed gravity values.
 MK1309
 MK1309;                    North         East    Units  Estimated Accuracy
 MK1309;SPC NE       -   142,830.      724,210.      MT  (+/- 180 meters Scaled)
 MK1309
 MK1309                          SUPERSEDED SURVEY CONTROL
 MK1309
 MK1309  NGVD 29 (??/??/92)  482.039  (m)         1581.49   (f) ADJ UNCH    2 0
 MK1309
 MK1309.Superseded values are not recommended for survey control.
 MK1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1309.See file dsdata.txt to determine how the superseded data were derived.
 MK1309
 MK1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL402499(NAD 83)
 MK1309_MARKER: DB = BENCH MARK DISK
 MK1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1309_STAMPING: J-137-1935
 MK1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1309+STABILITY: SURFACE MOTION
 MK1309
 MK1309  HISTORY     - Date     Condition        Report By
 MK1309  HISTORY     - 1935     MONUMENTED       CGS
 MK1309  HISTORY     - 1965     MARK NOT FOUND   NGS
 MK1309  HISTORY     - 19950510 MARK NOT FOUND   NGS
 MK1309
 MK1309                          STATION DESCRIPTION
 MK1309
 MK1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1309'1.8 MI SW FROM SURPRISE.
 MK1309'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1309'AND YORK, 7 (33-FOOT) RAILS SOUTHWEST OF RAILROAD TRESTLE NO.
 MK1309'A63, 143 FEET EAST OF MILE POST NO. 57, 43 FEET NORTHWEST OF THE
 MK1309'NORTHWEST RAIL, 4.5 FEET SOUTHEAST OF FENCE.  NOTE-- MARK SEARCHED
 MK1309'AND DUG FOR 30 MIN.
 MK1309
 MK1309                          STATION RECOVERY (1965)
 MK1309
 MK1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MK1309'MARK NOT FOUND.
 MK1309
 MK1309                          STATION RECOVERY (1995)
 MK1309
 MK1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK1309'SEARCHED FOR DID NOT LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9619 ***********************************************************************
 AG9619  DESIGNATION -  J 138 RESET
 AG9619  PID         -  AG9619
 AG9619  STATE/COUNTY-  NE/HAMILTON
 AG9619  USGS QUAD   -  AURORA WEST (1968)
 AG9619
 AG9619                         *CURRENT SURVEY CONTROL
 AG9619  ___________________________________________________________________
 AG9619* NAD 83(1986)-  40 51 45.     (N)    098 00 04.     (W)     SCALED    
 AG9619* NAVD 88     -       546.44   (meters)    1792.8    (feet)  RESET     
 AG9619  ___________________________________________________________________
 AG9619  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AG9619
 AG9619  VERT ORDER  -  THIRD
 AG9619
 AG9619.The horizontal coordinates were scaled from a topographic map and have
 AG9619.an estimated accuracy of +/- 6 seconds.
 AG9619
 AG9619.The orthometric height was computed from unverified reset data.
 AG9619
 AG9619.The geoid height was determined by GEOID03.
 AG9619
 AG9619;                    North         East    Units  Estimated Accuracy
 AG9619;SPC NE       -   116,210.      668,460.      MT  (+/- 180 meters Scaled)
 AG9619
 AG9619                          SUPERSEDED SURVEY CONTROL
 AG9619
 AG9619.No superseded survey control is available for this station.
 AG9619
 AG9619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL841239(NAD 83)
 AG9619_MARKER: DV = VERTICAL CONTROL DISK
 AG9619_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AG9619_SP_SET: GRAIN ELEVATOR BARREL
 AG9619_STAMPING: J 138 RESET 1997
 AG9619_MARK LOGO: NGS   
 AG9619_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG9619+STABILITY: POSITION/ELEVATION WELL
 AG9619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9619+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9619
 AG9619  HISTORY     - Date     Condition        Report By
 AG9619  HISTORY     - 1997     MONUMENTED       NGS
 AG9619
 AG9619                          STATION DESCRIPTION
 AG9619
 AG9619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 AG9619'THE MARK IS IN AURORA, AT THE AURORA COOPERATIVE GRAIN ELEVATOR, AT
 AG9619'605 12TH STREET, P.O.  BOX 209, AURORA, NEBRASKA 68818.  PERMISSION TO
 AG9619'EASTABLISH THE MARK WAS GIVEN BY HARLAN D.  SHAFER, TELEPHONE 402-694
 AG9619'2106.  THE MARK IS CEMENTED, VERTICALLY, INTO A DRILLED HOLE IN THE
 AG9619'SOUTHEASTERN SIDE OF BARRELL NUMBER 7, WHICH THE MOST SOUTHEASTERN
 AG9619'BARRELL OF THE GRAIN ELEVATOR.  MARK IS 1.22 M (4.00 FT) ABOVE THE
 AG9619'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1071 ***********************************************************************
 MK1071  DESIGNATION -  J 139
 MK1071  PID         -  MK1071
 MK1071  STATE/COUNTY-  NE/CUMING
 MK1071  USGS QUAD   -  WEST POINT (1983)
 MK1071
 MK1071                         *CURRENT SURVEY CONTROL
 MK1071  ___________________________________________________________________
 MK1071* NAD 83(1986)-  41 49 46.     (N)    096 41 09.     (W)     SCALED    
 MK1071* NAVD 88     -       453.799  (meters)    1488.84   (feet)  ADJUSTED  
 MK1071  ___________________________________________________________________
 MK1071  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 MK1071  DYNAMIC HT  -         453.634 (meters)    1488.30  (feet)  COMP
 MK1071  MODELED GRAV-     980,245.2   (mgal)                       NAVD 88
 MK1071
 MK1071  VERT ORDER  -  SECOND    CLASS 0
 MK1071
 MK1071.The horizontal coordinates were scaled from a topographic map and have
 MK1071.an estimated accuracy of +/- 6 seconds.
 MK1071
 MK1071.The orthometric height was determined by differential leveling
 MK1071.and adjusted by the National Geodetic Survey in June 1991..
 MK1071
 MK1071.The geoid height was determined by GEOID03.
 MK1071
 MK1071.The dynamic height is computed by dividing the NAVD 88
 MK1071.geopotential number by the normal gravity value computed on the
 MK1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1071.degrees latitude (g = 980.6199 gals.).
 MK1071
 MK1071.The modeled gravity was interpolated from observed gravity values.
 MK1071
 MK1071;                    North         East    Units  Estimated Accuracy
 MK1071;SPC NE       -   226,890.      775,160.      MT  (+/- 180 meters Scaled)
 MK1071
 MK1071                          SUPERSEDED SURVEY CONTROL
 MK1071
 MK1071  NGVD 29 (??/??/92)  453.657  (m)         1488.37   (f) ADJ UNCH    2 0
 MK1071
 MK1071.Superseded values are not recommended for survey control.
 MK1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1071.See file dsdata.txt to determine how the superseded data were derived.
 MK1071
 MK1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM921334(NAD 83)
 MK1071_MARKER: DB = BENCH MARK DISK
 MK1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1071_STAMPING: J-139-1935
 MK1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1071+STABILITY: SURFACE MOTION
 MK1071
 MK1071  HISTORY     - Date     Condition        Report By
 MK1071  HISTORY     - 1935     MONUMENTED       CGS
 MK1071  HISTORY     - 1957     GOOD             NGS
 MK1071
 MK1071                          STATION DESCRIPTION
 MK1071
 MK1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1071'1.8 MI E FROM WEST POINT.
 MK1071'ALONG STATE HIGHWAY NO. 9 BETWEEN OAKLAND AND WEST POINT,
 MK1071'NEAR THE 5TH TELEPHONE POLE WEST OF DRIVEWAY TO FARM HOUSE
 MK1071'ON THE NORTH SIDE OF HIGHWAY, 650 FEET WEST OF DRIVEWAY TO
 MK1071'FARM HOUSE, 28.5 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 MK1071'2.5 FEET SOUTH OF FENCE.
 MK1071
 MK1071                          STATION RECOVERY (1957)
 MK1071
 MK1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1072 ***********************************************************************
 MK1072  CBN         -  This is a Cooperative Base Network Control Station.
 MK1072  DESIGNATION -  J 139 RESET
 MK1072  PID         -  MK1072
 MK1072  STATE/COUNTY-  NE/CUMING
 MK1072  USGS QUAD   -  WEST POINT (1983)
 MK1072
 MK1072                         *CURRENT SURVEY CONTROL
 MK1072  ___________________________________________________________________
 MK1072* NAD 83(1995)-  41 49 46.66162(N)    096 41 08.29990(W)     ADJUSTED  
 MK1072* NAVD 88     -       453.35   (meters)    1487.4    (feet)  RESET     
 MK1072  ___________________________________________________________________
 MK1072  X           -    -554,162.990 (meters)                     COMP
 MK1072  Y           -  -4,727,590.739 (meters)                     COMP
 MK1072  Z           -   4,231,807.493 (meters)                     COMP
 MK1072  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 MK1072  ELLIP HEIGHT-         427.85  (meters)          (07/10/01) GPS OBS
 MK1072  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 MK1072
 MK1072  HORZ ORDER  -  B
 MK1072  VERT ORDER  -  THIRD
 MK1072  ELLP ORDER  -  FOURTH    CLASS I
 MK1072
 MK1072.The horizontal coordinates were established by GPS observations
 MK1072.and adjusted by the National Geodetic Survey in June 1996..
 MK1072
 MK1072.The orthometric height was computed from unverified reset data.
 MK1072.No vertical observational check was made to the station.
 MK1072.WARNING-GPS observations at this control monument resulted in a GPS
 MK1072.derived orthometric height which differed from the leveled height by
 MK1072.more than one decimeter (0.1 meter).
 MK1072
 MK1072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK1072
 MK1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1072
 MK1072.The ellipsoidal height was determined by GPS observations
 MK1072.and is referenced to NAD 83.
 MK1072
 MK1072.The geoid height was determined by GEOID03.
 MK1072
 MK1072;                    North         East     Units Scale Factor Converg.
 MK1072;SPC NE       -   226,915.450   775,171.581   MT  0.99967452   +2 11 47.1
 MK1072;UTM  14      - 4,633,449.720   692,186.173   MT  1.00005453   +1 32 38.3
 MK1072
 MK1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1072!SPC NE       -   0.99993290  x   0.99967452  =   0.99960744
 MK1072!UTM  14      -   0.99993290  x   1.00005453  =   0.99998742
 MK1072
 MK1072                          SUPERSEDED SURVEY CONTROL
 MK1072
 MK1072  ELLIP H (06/25/96)  427.94   (m)                       GP(       ) 1 1
 MK1072  NAVD 88 (07/10/01)  453.35   (m)         1487.4    (f) LEVELING    3  
 MK1072  NGVD 29 (??/??/??)  453.21   (m)         1486.9    (f) RESET       3  
 MK1072
 MK1072.Superseded values are not recommended for survey control.
 MK1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1072.See file dsdata.txt to determine how the superseded data were derived.
 MK1072
 MK1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM9218633450(NAD 83)
 MK1072_MARKER: DB = BENCH MARK DISK
 MK1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1072_STAMPING: J 139 1935 RESET 1957
 MK1072_MARK LOGO: CGS   
 MK1072_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MK1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1072+STABILITY: SURFACE MOTION
 MK1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1072+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 MK1072
 MK1072  HISTORY     - Date     Condition        Report By
 MK1072  HISTORY     - 1957     MONUMENTED       NEDR
 MK1072  HISTORY     - 1981     GOOD             LOCSUR
 MK1072  HISTORY     - 19910416 GOOD             NGS
 MK1072  HISTORY     - 19950419 GOOD             NGS
 MK1072  HISTORY     - 20000605 GOOD             NEDR
 MK1072
 MK1072                          STATION DESCRIPTION
 MK1072
 MK1072'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1072'1.2 MI E FROM WEST POINT.
 MK1072'IN CUMING COUNTY, 1.2 MILES EAST ALONG STATE HIGHWAY 9 FROM THE
 MK1072'JUNCTION OF U.S. HIGHWAY 275 AND STATE HIGHWAY 9 AT THE SOUTH
 MK1072'EDGE OF THE WEST POINT, NEAR THE 5TH POLE WEST OF THE ENTRANCE
 MK1072'TO THE L.W. FUHRMAN FARM BUILDINGS, 79 FEET NORTH OF THE CENTER
 MK1072'OF STATE HIGHWAY 9, AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 MK1072'6 INCHES AND THE DISK IS STAMPED J 139 1935 RESET 1957.  THIS
 MK1072'MARK IS 0.2 MILE EAST OF SECTION-LINE CROSSROADS.
 MK1072
 MK1072                          STATION RECOVERY (1981)
 MK1072
 MK1072'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MK1072'RECOVERED IN GOOD CONDITION.
 MK1072
 MK1072                          STATION RECOVERY (1991)
 MK1072
 MK1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JAO)
 MK1072'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 275 WITH STATE HIGHWAY 32,
 MK1072'ON THE SOUTH SIDE OF WEST POINT, GO EAST ON HIGHWAY 32 FOR 1.25 MI
 MK1072'(2.01 KM) TO THE MARK ON THE LEFT. A STANDARD BENCH MARK DISK, SET
 MK1072'INTO THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 0.3 FT
 MK1072'(9.1 CM) ABOVE THE GROUND SURFACE.  IT IS 180 FT (54.9 M) WEST FROM A
 MK1072'TELEPHONE CABLE JUNCTION BOX, 160.0 FT (48.8 M) WEST FROM THE EXTENDED
 MK1072'CENTERLINE OF A DRIVEWAY ON THE SOUTH SIDE OF THE HIGHWAY, 79.0 FT
 MK1072'(24.1 M) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 1.5 FT (0.5 M) EAST
 MK1072'FROM A WITNESS POST, 1.0 FT (0.3 M) SOUTH FROM THE NORTH RIGHT-OF-WAY
 MK1072'FENCE.  IT IS ALSO ABOUT 150 YARDS NORTH FROM A LARGE METAL GARAGE
 MK1072'BUILDING AND IS 79.0 FT (24.1 M) LEFT OF STAMPED HIGHWAY STATION
 MK1072'75+85.
 MK1072
 MK1072                          STATION RECOVERY (1995)
 MK1072
 MK1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MK1072'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 275 AND STATE
 MK1072'HIGHWAY 32 ON THE SOUTH SIDE OF WEST POINT, GO EAST ON HIGHWAY 32 FOR
 MK1072'1.25 MI (2.01 KM) TO THE MARK ON THE LEFT, ON THE NORTH RIGHT-OF-WAY
 MK1072'OF THE HIGHWAY, ACROSS THE ROAD FROM A FARMSTEAD, ABOUT 150 M (492.1
 MK1072'FT) NORTH FROM A LARGE METAL GARAGE BUILDING AND IN THE SW1/4, SEC36,
 MK1072'T23N, R6E.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 MK1072'PROJECTS ABOUT 0.3 FT (9.1 CM) ABOVE THE GROUND.  IT IS 180.0 FT (54.9
 MK1072'M) WEST FROM A TELEPHONE CABLE JUNCTION BOX, 160.0 FT (48.8 M) WEST
 MK1072'FROM THE EXTENDED CENTERLINE OF A DRIVE ON THE SOUTH SIDE OF THE
 MK1072'HIGHWAY, 79.0 FT (24.1 M) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 MK1072'1.5 FT (0.5 M) EAST FROM A WITNESS POST AND 1.0 FT (0.3 M) SOUTH FROM
 MK1072'THE NORTH RIGHT-OF-WAY FENCE.
 MK1072
 MK1072                          STATION RECOVERY (2000)
 MK1072
 MK1072'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK1072'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0451 ***********************************************************************
 LG0451  DESIGNATION -  J 14
 LG0451  PID         -  LG0451
 LG0451  STATE/COUNTY-  NE/SALINE
 LG0451  USGS QUAD   -  FRIEND (1966)
 LG0451
 LG0451                         *CURRENT SURVEY CONTROL
 LG0451  ___________________________________________________________________
 LG0451* NAD 83(1986)-  40 39 01.     (N)    097 22 02.     (W)     SCALED    
 LG0451* NAVD 88     -       475.732  (meters)    1560.80   (feet)  ADJUSTED  
 LG0451  ___________________________________________________________________
 LG0451  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 LG0451  DYNAMIC HT  -         475.472 (meters)    1559.94  (feet)  COMP
 LG0451  MODELED GRAV-     980,063.3   (mgal)                       NAVD 88
 LG0451
 LG0451  VERT ORDER  -  FIRST     CLASS II
 LG0451
 LG0451.The horizontal coordinates were scaled from a topographic map and have
 LG0451.an estimated accuracy of +/- 6 seconds.
 LG0451
 LG0451.The orthometric height was determined by differential leveling
 LG0451.and adjusted by the National Geodetic Survey in June 1991..
 LG0451
 LG0451.The geoid height was determined by GEOID03.
 LG0451
 LG0451.The dynamic height is computed by dividing the NAVD 88
 LG0451.geopotential number by the normal gravity value computed on the
 LG0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0451.degrees latitude (g = 980.6199 gals.).
 LG0451
 LG0451.The modeled gravity was interpolated from observed gravity values.
 LG0451
 LG0451;                    North         East    Units  Estimated Accuracy
 LG0451;SPC NE       -    94,090.      722,590.      MT  (+/- 180 meters Scaled)
 LG0451
 LG0451                          SUPERSEDED SURVEY CONTROL
 LG0451
 LG0451  NGVD 29 (??/??/92)  475.568  (m)         1560.26   (f) ADJ UNCH    1 2
 LG0451
 LG0451.Superseded values are not recommended for survey control.
 LG0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0451.See file dsdata.txt to determine how the superseded data were derived.
 LG0451
 LG0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL380012(NAD 83)
 LG0451_MARKER: DB = BENCH MARK DISK
 LG0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0451_STAMPING: 1560.135 J 14 1933
 LG0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0451+STABILITY: SURFACE MOTION
 LG0451
 LG0451  HISTORY     - Date     Condition        Report By
 LG0451  HISTORY     - 1933     MONUMENTED       CGS
 LG0451  HISTORY     - 1940     GOOD             NGS
 LG0451  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0451
 LG0451                          STATION DESCRIPTION
 LG0451
 LG0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0451'4.2 MI W FROM FRIEND.
 LG0451'4.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0451'FROM THE STATION AT FRIEND, SALINE COUNTY, 0.4 MILE WEST OF
 LG0451'MILEPOST 101, 325 FEET EAST OF A DIRT-ROAD CROSSING, 72 FEET
 LG0451'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 67 FEET SOUTH OF THE
 LG0451'CENTERLINE OF THE TRACK, 9 FEET WEST OF A POLE, IN LINE WITH THE
 LG0451'ROW OF POLES, AND 3 FEET EAST OF A 4 X 4 INCH WHITE WOODEN
 LG0451'WITNESS POST.  A STANDARD DISK, STAMPED 1560.135 J 14 1933 AND
 LG0451'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LG0451'GROUND.
 LG0451
 LG0451                          STATION RECOVERY (1991)
 LG0451
 LG0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0451'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 LG0451'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0275 ***********************************************************************
 MK0275  DESIGNATION -  J 140
 MK0275  PID         -  MK0275
 MK0275  STATE/COUNTY-  NE/BURT
 MK0275  USGS QUAD   -  LYONS (1966)
 MK0275
 MK0275                         *CURRENT SURVEY CONTROL
 MK0275  ___________________________________________________________________
 MK0275* NAD 83(1986)-  41 56 14.     (N)    096 27 18.     (W)     SCALED    
 MK0275* NAVD 88     -       419.037  (meters)    1374.79   (feet)  ADJUSTED  
 MK0275  ___________________________________________________________________
 MK0275  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 MK0275  DYNAMIC HT  -         418.887 (meters)    1374.30  (feet)  COMP
 MK0275  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 MK0275
 MK0275  VERT ORDER  -  SECOND    CLASS 0
 MK0275
 MK0275.The horizontal coordinates were scaled from a topographic map and have
 MK0275.an estimated accuracy of +/- 6 seconds.
 MK0275
 MK0275.The orthometric height was determined by differential leveling
 MK0275.and adjusted by the National Geodetic Survey in June 1991..
 MK0275
 MK0275.The geoid height was determined by GEOID03.
 MK0275
 MK0275.The dynamic height is computed by dividing the NAVD 88
 MK0275.geopotential number by the normal gravity value computed on the
 MK0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0275.degrees latitude (g = 980.6199 gals.).
 MK0275
 MK0275.The modeled gravity was interpolated from observed gravity values.
 MK0275
 MK0275;                    North         East    Units  Estimated Accuracy
 MK0275;SPC NE       -   239,610.      793,820.      MT  (+/- 180 meters Scaled)
 MK0275
 MK0275                          SUPERSEDED SURVEY CONTROL
 MK0275
 MK0275  NGVD 29 (??/??/92)  418.892  (m)         1374.31   (f) ADJ UNCH    2 0
 MK0275
 MK0275.Superseded values are not recommended for survey control.
 MK0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0275.See file dsdata.txt to determine how the superseded data were derived.
 MK0275
 MK0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM109459(NAD 83)
 MK0275_MARKER: DB = BENCH MARK DISK
 MK0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0275_STAMPING: J 140 1935
 MK0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0275+STABILITY: SURFACE MOTION
 MK0275
 MK0275  HISTORY     - Date     Condition        Report By
 MK0275  HISTORY     - 1935     MONUMENTED       CGS
 MK0275  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0275
 MK0275                          STATION DESCRIPTION
 MK0275
 MK0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0275'0.7 MI E FROM LYONS.
 MK0275'0.7 MILE EAST ALONG STATE HIGHWAY 118 FROM THE CHICAGO, BURLINGTON
 MK0275'AND QUINCY RAILROAD STATION AT LYONS, BURT COUNTY, 0.4 MILE EAST
 MK0275'OF THE JUNCTION OF U.S. HIGHWAY 77, 330 FEET EAST OF A FARMHOUSE
 MK0275'OWNED IN 1935 BY MRS. ED. HOAR, 200 FEET WEST OF A FARMHOUSE
 MK0275'OWNED IN 1935 BY WILLIAM COLLIGAN, 37 FEET SOUTH OF THE
 MK0275'CENTERLINE OF THE HIGHWAY, AND 2.5 FEET NORTH OF THE SOUTH RIGHT
 MK0275'OF WAY FENCE.  A STANDARD DISK, STAMPED J 140 1935 AND SET IN THE
 MK0275'TOP OF A CONCRETE POST.
 MK0275
 MK0275                          STATION RECOVERY (1965)
 MK0275
 MK0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1186 ***********************************************************************
 MK1186  DESIGNATION -  J 141
 MK1186  PID         -  MK1186
 MK1186  STATE/COUNTY-  NE/STANTON
 MK1186  USGS QUAD   -  MADISON NE (1976)
 MK1186
 MK1186                         *CURRENT SURVEY CONTROL
 MK1186  ___________________________________________________________________
 MK1186* NAD 83(1986)-  41 56 34.     (N)    097 15 08.     (W)     SCALED    
 MK1186* NAVD 88     -       450.310  (meters)    1477.39   (feet)  ADJUSTED  
 MK1186  ___________________________________________________________________
 MK1186  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 MK1186  DYNAMIC HT  -         450.143 (meters)    1476.84  (feet)  COMP
 MK1186  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 MK1186
 MK1186  VERT ORDER  -  SECOND    CLASS 0
 MK1186
 MK1186.The horizontal coordinates were scaled from a topographic map and have
 MK1186.an estimated accuracy of +/- 6 seconds.
 MK1186
 MK1186.The orthometric height was determined by differential leveling
 MK1186.and adjusted by the National Geodetic Survey in June 1991..
 MK1186
 MK1186.The geoid height was determined by GEOID03.
 MK1186
 MK1186.The dynamic height is computed by dividing the NAVD 88
 MK1186.geopotential number by the normal gravity value computed on the
 MK1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1186.degrees latitude (g = 980.6199 gals.).
 MK1186
 MK1186.The modeled gravity was interpolated from observed gravity values.
 MK1186
 MK1186;                    North         East    Units  Estimated Accuracy
 MK1186;SPC NE       -   237,820.      727,750.      MT  (+/- 180 meters Scaled)
 MK1186
 MK1186                          SUPERSEDED SURVEY CONTROL
 MK1186
 MK1186  NGVD 29 (??/??/92)  450.142  (m)         1476.84   (f) ADJ UNCH    2 0
 MK1186
 MK1186.Superseded values are not recommended for survey control.
 MK1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1186.See file dsdata.txt to determine how the superseded data were derived.
 MK1186
 MK1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM448449(NAD 83)
 MK1186_MARKER: DB = BENCH MARK DISK
 MK1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1186_STAMPING: J-141-1935
 MK1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1186+STABILITY: SURFACE MOTION
 MK1186
 MK1186  HISTORY     - Date     Condition        Report By
 MK1186  HISTORY     - 1935     MONUMENTED       CGS
 MK1186  HISTORY     - 1981     GOOD             LOCSUR
 MK1186
 MK1186                          STATION DESCRIPTION
 MK1186
 MK1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1186'1.6 MI W FROM STANTON.
 MK1186'1.6 MILES WEST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1186'RAILROAD BETWEEN PILGER AND NORFOLK, 89.0 FEET NORTH OF MILE
 MK1186'POST NO. 71, AND DIRECTLY OPPOSITE, 55.5 FEET NORTHEAST OF THE
 MK1186'NORTHEAST CORNER OF RAILROAD BRIDGE NO. 115, 44.0 FEET NORTH
 MK1186'OF THE NORTH RAIL.
 MK1186
 MK1186                          STATION RECOVERY (1981)
 MK1186
 MK1186'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MK1186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0082 ***********************************************************************
 LH0082  DESIGNATION -  J 15
 LH0082  PID         -  LH0082
 LH0082  STATE/COUNTY-  NE/CLAY
 LH0082  USGS QUAD   -  HARVARD (1969)
 LH0082
 LH0082                         *CURRENT SURVEY CONTROL
 LH0082  ___________________________________________________________________
 LH0082* NAD 83(1986)-  40 36 34.     (N)    098 02 14.     (W)     SCALED    
 LH0082* NAVD 88     -       540.418  (meters)    1773.02   (feet)  ADJUSTED  
 LH0082  ___________________________________________________________________
 LH0082  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 LH0082  DYNAMIC HT  -         540.117 (meters)    1772.03  (feet)  COMP
 LH0082  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 LH0082
 LH0082  VERT ORDER  -  FIRST     CLASS II
 LH0082
 LH0082.The horizontal coordinates were scaled from a topographic map and have
 LH0082.an estimated accuracy of +/- 6 seconds.
 LH0082
 LH0082.The orthometric height was determined by differential leveling
 LH0082.and adjusted by the National Geodetic Survey in June 1991..
 LH0082
 LH0082.The geoid height was determined by GEOID03.
 LH0082
 LH0082.The dynamic height is computed by dividing the NAVD 88
 LH0082.geopotential number by the normal gravity value computed on the
 LH0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0082.degrees latitude (g = 980.6199 gals.).
 LH0082
 LH0082.The modeled gravity was interpolated from observed gravity values.
 LH0082
 LH0082;                    North         East    Units  Estimated Accuracy
 LH0082;SPC NE       -    88,060.      666,060.      MT  (+/- 180 meters Scaled)
 LH0082
 LH0082                          SUPERSEDED SURVEY CONTROL
 LH0082
 LH0082  NGVD 29 (??/??/92)  540.203  (m)         1772.32   (f) ADJ UNCH    1 2
 LH0082
 LH0082.Superseded values are not recommended for survey control.
 LH0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0082.See file dsdata.txt to determine how the superseded data were derived.
 LH0082
 LH0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK814958(NAD 83)
 LH0082_MARKER: DB = BENCH MARK DISK
 LH0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0082_SP_SET: UNDERPASS
 LH0082_STAMPING: 1772.339 J 15 1933
 LH0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0082
 LH0082  HISTORY     - Date     Condition        Report By
 LH0082  HISTORY     - 1933     MONUMENTED       CGS
 LH0082  HISTORY     - 1934     GOOD             NGS
 LH0082  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LH0082
 LH0082                          STATION DESCRIPTION
 LH0082
 LH0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0082'3.2 MI E FROM HARVARD.
 LH0082'3.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0082'FROM THE STATION AT HARVARD, CLAY COUNTY, 1/2 MILE WEST OF
 LH0082'MILEPOST 137, 100 FEET WEST OF A SIGNAL TRANSFORMER, AT A CATTLE
 LH0082'UNDERPASS, IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE
 LH0082'HEADWALL, AND 11 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 LH0082'STANDARD DISK, STAMPED 1772.339 J 15 1933.
 LH0082
 LH0082                          STATION RECOVERY (1991)
 LH0082
 LH0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0082'THE DISK MAY STILL BE IN PLACE UNDER A WOODEN BEAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0114 ***********************************************************************
 LJ0114  DESIGNATION -  J 159
 LJ0114  PID         -  LJ0114
 LJ0114  STATE/COUNTY-  NE/HITCHCOCK
 LJ0114  USGS QUAD   -  BEVERLY (1973)
 LJ0114
 LJ0114                         *CURRENT SURVEY CONTROL
 LJ0114  ___________________________________________________________________
 LJ0114* NAD 83(1986)-  40 15 57.     (N)    100 56 05.     (W)     SCALED    
 LJ0114* NAVD 88     -       809.280  (meters)    2655.11   (feet)  ADJUSTED  
 LJ0114  ___________________________________________________________________
 LJ0114  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 LJ0114  DYNAMIC HT  -         808.743 (meters)    2653.35  (feet)  COMP
 LJ0114  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 LJ0114
 LJ0114  VERT ORDER  -  SECOND    CLASS 0
 LJ0114
 LJ0114.The horizontal coordinates were scaled from a topographic map and have
 LJ0114.an estimated accuracy of +/- 6 seconds.
 LJ0114
 LJ0114.The orthometric height was determined by differential leveling
 LJ0114.and adjusted by the National Geodetic Survey in June 1991..
 LJ0114
 LJ0114.The geoid height was determined by GEOID03.
 LJ0114
 LJ0114.The dynamic height is computed by dividing the NAVD 88
 LJ0114.geopotential number by the normal gravity value computed on the
 LJ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0114.degrees latitude (g = 980.6199 gals.).
 LJ0114
 LJ0114.The modeled gravity was interpolated from observed gravity values.
 LJ0114
 LJ0114;                    North         East    Units  Estimated Accuracy
 LJ0114;SPC NE       -    48,450.      420,500.      MT  (+/- 180 meters Scaled)
 LJ0114
 LJ0114                          SUPERSEDED SURVEY CONTROL
 LJ0114
 LJ0114  NGVD 29 (??/??/92)  808.960  (m)         2654.06   (f) ADJ UNCH    2 0
 LJ0114
 LJ0114.Superseded values are not recommended for survey control.
 LJ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0114.See file dsdata.txt to determine how the superseded data were derived.
 LJ0114
 LJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK354590(NAD 83)
 LJ0114_MARKER: DB = BENCH MARK DISK
 LJ0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0114_STAMPING: J 159 1934
 LJ0114_MARK LOGO: CGS   
 LJ0114_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LJ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0114+STABILITY: SURFACE MOTION
 LJ0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0114+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1995
 LJ0114
 LJ0114  HISTORY     - Date     Condition        Report By
 LJ0114  HISTORY     - 1934     MONUMENTED       CGS
 LJ0114  HISTORY     - 19950425 POOR             NGS
 LJ0114
 LJ0114                          STATION DESCRIPTION
 LJ0114
 LJ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0114'2.3 MI E FROM BEVERLY.
 LJ0114'2.3 MILES EAST OF RAILROAD STATION AT BEVERLY, ON CHICAGO,
 LJ0114'BURLINGTON AND QUINCY RAILROAD AT A CROSSING.  36 FEET NORTH
 LJ0114'CENTER LINE OF TRACKS, AND 45 FEET SOUTH CENTER LINE OF
 LJ0114'U.S. HIGHWAY 6.  24 FEET WEST OF CROSSING.  200 YARDS WEST
 LJ0114'OF RAILROAD BRIDGE 6.68.
 LJ0114
 LJ0114                          STATION RECOVERY (1995)
 LJ0114
 LJ0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0114'RECOVERED IN FAIR CONDITION, THE MONUMENT IS NOW CRACKED AND SOMEWHAT
 LJ0114'DETERIORATED, 2.3 MI (3.7 KM) EAST ALONG THE BURLINGTON NORTHERN
 LJ0114'RAILROAD FROM THE GRAIN ELEVATOR AT BEVERLY, ON ROAD RIGHT-OF-WAY, IN
 LJ0114'SEC33, T4N, R32W, ABOUT 600 FT (182.9 M) WEST OF BRIDGE 6.68 AND AT A
 LJ0114'ROAD CROSSING, 48.05 FT (14.65 M) SOUTH OF THE CENTERLINE OF
 LJ0114'U.S.HIGHWAY 6, 35.5 FT (10.8 M) NORTH OF THE CENTERLINE OF THE TRACKS,
 LJ0114'32.5 FT (9.9 M) WEST OF THE CENTERLINE OF A DRIVE, 8.4 FT (2.6 M)
 LJ0114'SOUTHWEST OF A POWER POLE, 2.8 FT (0.9 M) EAST OF A WITNESS POST AND
 LJ0114'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0649 ***********************************************************************
 ML0649  DESIGNATION -  J 16
 ML0649  PID         -  ML0649
 ML0649  STATE/COUNTY-  NE/CUSTER
 ML0649  USGS QUAD   -  MASON CITY SW (1978)
 ML0649
 ML0649                         *CURRENT SURVEY CONTROL
 ML0649  ___________________________________________________________________
 ML0649* NAD 83(1986)-  41 04 31.     (N)    099 23 52.     (W)     SCALED    
 ML0649* NAVD 88     -       701.649  (meters)    2301.99   (feet)  ADJUSTED  
 ML0649  ___________________________________________________________________
 ML0649  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 ML0649  DYNAMIC HT  -         701.264 (meters)    2300.73  (feet)  COMP
 ML0649  MODELED GRAV-     980,052.2   (mgal)                       NAVD 88
 ML0649
 ML0649  VERT ORDER  -  FIRST     CLASS II
 ML0649
 ML0649.The horizontal coordinates were scaled from a topographic map and have
 ML0649.an estimated accuracy of +/- 6 seconds.
 ML0649
 ML0649.The orthometric height was determined by differential leveling
 ML0649.and adjusted by the National Geodetic Survey in June 1991..
 ML0649
 ML0649.The geoid height was determined by GEOID03.
 ML0649
 ML0649.The dynamic height is computed by dividing the NAVD 88
 ML0649.geopotential number by the normal gravity value computed on the
 ML0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0649.degrees latitude (g = 980.6199 gals.).
 ML0649
 ML0649.The modeled gravity was interpolated from observed gravity values.
 ML0649
 ML0649;                    North         East    Units  Estimated Accuracy
 ML0649;SPC NE       -   138,060.      550,590.      MT  (+/- 180 meters Scaled)
 ML0649
 ML0649                          SUPERSEDED SURVEY CONTROL
 ML0649
 ML0649  NGVD 29 (??/??/92)  701.403  (m)         2301.19   (f) ADJ UNCH    1 2
 ML0649
 ML0649.Superseded values are not recommended for survey control.
 ML0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0649.See file dsdata.txt to determine how the superseded data were derived.
 ML0649
 ML0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML665471(NAD 83)
 ML0649_MARKER: DB = BENCH MARK DISK
 ML0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0649_STAMPING: J 16 1933
 ML0649_MARK LOGO: CGS   
 ML0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0649+STABILITY: SURFACE MOTION
 ML0649
 ML0649  HISTORY     - Date     Condition        Report By
 ML0649  HISTORY     - 1933     MONUMENTED       CGS
 ML0649  HISTORY     - 1968     GOOD             NGS
 ML0649  HISTORY     - 19950605 GOOD             NGS
 ML0649
 ML0649                          STATION DESCRIPTION
 ML0649
 ML0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ML0649'16 MI S FROM ANSLEY.
 ML0649'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE
 ML0649'HIGHWAY 40 AT MILLER, GO SOUTH ON U.S. HIGHWAY 183 FOR 9.05
 ML0649'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST AND
 ML0649'NORTH ON OLD U.S. HIGHWAY 183 FOR 2.6 MILES TO THE OLD SCHOOL
 ML0649'SITE AND THE MARK ON THE RIGHT.  IT IS 4 FEET WEST OF A
 ML0649'FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  NOTE-- THE
 ML0649'OLD SCHOOLHOUSE IS GONE, BUT THE TIES REMAIN THE SAME.
 ML0649
 ML0649                          STATION RECOVERY (1995)
 ML0649
 ML0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0649'MARK RECOVERED IN GOOD CONDITION.  NOTE-FROM THE JUNCTION OF US
 ML0649'HIGHWAY 183 AND HIGHWAY 40 AT MILLER, GO NORTH ON HIGHWAY 183 FOR 8.35
 ML0649'MILES (13.44 KM) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST AND
 ML0649'NORTH ON HIGHWAY 183 FOR 2.35 MILES (3.78 KM) TO THE OLD SCHOOL AND
 ML0649'THE MARK IS ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0261 ***********************************************************************
 LJ0261  DESIGNATION -  J 160
 LJ0261  PID         -  LJ0261
 LJ0261  STATE/COUNTY-  NE/PERKINS
 LJ0261  USGS QUAD   -  GRANT (1973)
 LJ0261
 LJ0261                         *CURRENT SURVEY CONTROL
 LJ0261  ___________________________________________________________________
 LJ0261* NAD 83(1986)-  40 50 31.     (N)    101 43 32.     (W)     SCALED    
 LJ0261* NAVD 88     -      1042.276  (meters)    3419.53   (feet)  ADJUSTED  
 LJ0261  ___________________________________________________________________
 LJ0261  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 LJ0261  DYNAMIC HT  -        1041.589 (meters)    3417.28  (feet)  COMP
 LJ0261  MODELED GRAV-     979,929.3   (mgal)                       NAVD 88
 LJ0261
 LJ0261  VERT ORDER  -  SECOND    CLASS 0
 LJ0261
 LJ0261.The horizontal coordinates were scaled from a topographic map and have
 LJ0261.an estimated accuracy of +/- 6 seconds.
 LJ0261
 LJ0261.The orthometric height was determined by differential leveling
 LJ0261.and adjusted by the National Geodetic Survey in June 1991..
 LJ0261
 LJ0261.The geoid height was determined by GEOID03.
 LJ0261
 LJ0261.The dynamic height is computed by dividing the NAVD 88
 LJ0261.geopotential number by the normal gravity value computed on the
 LJ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0261.degrees latitude (g = 980.6199 gals.).
 LJ0261
 LJ0261.The modeled gravity was interpolated from observed gravity values.
 LJ0261
 LJ0261;                    North         East    Units  Estimated Accuracy
 LJ0261;SPC NE       -   113,440.      354,520.      MT  (+/- 180 meters Scaled)
 LJ0261
 LJ0261                          SUPERSEDED SURVEY CONTROL
 LJ0261
 LJ0261  NGVD 29 (??/??/92) 1041.854  (m)         3418.15   (f) ADJ UNCH    2 0
 LJ0261
 LJ0261.Superseded values are not recommended for survey control.
 LJ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0261.See file dsdata.txt to determine how the superseded data were derived.
 LJ0261
 LJ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL702247(NAD 83)
 LJ0261_MARKER: DB = BENCH MARK DISK
 LJ0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0261_SP_SET: WALL
 LJ0261_STAMPING: J 160 1934
 LJ0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0261
 LJ0261  HISTORY     - Date     Condition        Report By
 LJ0261  HISTORY     - 1934     MONUMENTED       CGS
 LJ0261  HISTORY     - 1941     GOOD             NGS
 LJ0261
 LJ0261                          STATION DESCRIPTION
 LJ0261
 LJ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0261'AT GRANT.
 LJ0261'AT GRANT, 100 FEET WEST OF THE POST OFFICE, AT THE FARMERS
 LJ0261'STATE BANK BRICK BUILDING, IN THE FACE OF THE EAST FRONT WALL
 LJ0261'AT THE NORTH END, AND ABOUT 4 FEET ABOVE GROUND.  A STANDARD
 LJ0261'DISK, STAMPED J 160 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0248 ***********************************************************************
 LJ0248  DESIGNATION -  J 162
 LJ0248  PID         -  LJ0248
 LJ0248  STATE/COUNTY-  NE/DUNDY
 LJ0248  USGS QUAD   -  BENKELMAN (1961)
 LJ0248
 LJ0248                         *CURRENT SURVEY CONTROL
 LJ0248  ___________________________________________________________________
 LJ0248* NAD 83(1986)-  40 06 17.     (N)    101 30 44.     (W)     SCALED    
 LJ0248* NAVD 88     -       948.778  (meters)    3112.78   (feet)  ADJUSTED  
 LJ0248  ___________________________________________________________________
 LJ0248  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 LJ0248  DYNAMIC HT  -         948.105 (meters)    3110.57  (feet)  COMP
 LJ0248  MODELED GRAV-     979,884.3   (mgal)                       NAVD 88
 LJ0248
 LJ0248  VERT ORDER  -  SECOND    CLASS 0
 LJ0248
 LJ0248.The horizontal coordinates were scaled from a topographic map and have
 LJ0248.an estimated accuracy of +/- 6 seconds.
 LJ0248
 LJ0248.The orthometric height was determined by differential leveling
 LJ0248.and adjusted by the National Geodetic Survey in June 1991..
 LJ0248
 LJ0248.The geoid height was determined by GEOID03.
 LJ0248
 LJ0248.The dynamic height is computed by dividing the NAVD 88
 LJ0248.geopotential number by the normal gravity value computed on the
 LJ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0248.degrees latitude (g = 980.6199 gals.).
 LJ0248
 LJ0248.The modeled gravity was interpolated from observed gravity values.
 LJ0248
 LJ0248;                    North         East    Units  Estimated Accuracy
 LJ0248;SPC NE       -    31,260.      371,080.      MT  (+/- 180 meters Scaled)
 LJ0248
 LJ0248                          SUPERSEDED SURVEY CONTROL
 LJ0248
 LJ0248  NGVD 29 (??/??/92)  948.424  (m)         3111.62   (f) ADJ UNCH    2 0
 LJ0248
 LJ0248.Superseded values are not recommended for survey control.
 LJ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0248.See file dsdata.txt to determine how the superseded data were derived.
 LJ0248
 LJ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK858424(NAD 83)
 LJ0248_MARKER: DB = BENCH MARK DISK
 LJ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0248_STAMPING: J 162 1934
 LJ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0248+STABILITY: SURFACE MOTION
 LJ0248
 LJ0248  HISTORY     - Date     Condition        Report By
 LJ0248  HISTORY     - 1934     MONUMENTED       CGS
 LJ0248  HISTORY     - 1949     GOOD             NGS
 LJ0248  HISTORY     - 1959     POOR             USGS
 LJ0248
 LJ0248                          STATION DESCRIPTION
 LJ0248
 LJ0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LJ0248'4.4 MI NE FROM BENKELMAN.
 LJ0248'4.4 MILES NORTHEAST ALONG OLD STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0248'BURLINGTON AND QUINCY RAILROAD STATION AT BENKELMAN, NEAR
 LJ0248'CORNER SECTIONS 28, 29, 32, 33 T 2 N, R 37 W, 18 FEET NORTH
 LJ0248'OF THE CENTERLINE OF A CROSS ROAD, AND 54 FEET EAST OF THE
 LJ0248'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 162
 LJ0248'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LJ0248
 LJ0248                          STATION RECOVERY (1959)
 LJ0248
 LJ0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0248'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0624 ***********************************************************************
 LG0624  DESIGNATION -  J 163
 LG0624  PID         -  LG0624
 LG0624  STATE/COUNTY-  NE/NUCKOLLS
 LG0624  USGS QUAD   -  OAK (1960)
 LG0624
 LG0624                         *CURRENT SURVEY CONTROL
 LG0624  ___________________________________________________________________
 LG0624* NAD 83(1986)-  40 14 19.     (N)    097 54 20.     (W)     SCALED    
 LG0624* NAVD 88     -       485.562  (meters)    1593.05   (feet)  ADJUSTED  
 LG0624  ___________________________________________________________________
 LG0624  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 LG0624  DYNAMIC HT  -         485.281 (meters)    1592.13  (feet)  COMP
 LG0624  MODELED GRAV-     980,031.5   (mgal)                       NAVD 88
 LG0624
 LG0624  VERT ORDER  -  SECOND    CLASS 0
 LG0624
 LG0624.The horizontal coordinates were scaled from a topographic map and have
 LG0624.an estimated accuracy of +/- 6 seconds.
 LG0624
 LG0624.The orthometric height was determined by differential leveling
 LG0624.and adjusted by the National Geodetic Survey in June 1991..
 LG0624
 LG0624.The geoid height was determined by GEOID03.
 LG0624
 LG0624.The dynamic height is computed by dividing the NAVD 88
 LG0624.geopotential number by the normal gravity value computed on the
 LG0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0624.degrees latitude (g = 980.6199 gals.).
 LG0624
 LG0624.The modeled gravity was interpolated from observed gravity values.
 LG0624
 LG0624;                    North         East    Units  Estimated Accuracy
 LG0624;SPC NE       -    47,160.      678,190.      MT  (+/- 180 meters Scaled)
 LG0624
 LG0624                          SUPERSEDED SURVEY CONTROL
 LG0624
 LG0624  NGVD 29 (??/??/92)  485.382  (m)         1592.46   (f) ADJ UNCH    2 0
 LG0624
 LG0624.Superseded values are not recommended for survey control.
 LG0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0624.See file dsdata.txt to determine how the superseded data were derived.
 LG0624
 LG0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK930548(NAD 83)
 LG0624_MARKER: DB = BENCH MARK DISK
 LG0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0624_SP_SET: CONCRETE BLOCK
 LG0624_STAMPING: J 163 1934
 LG0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0624
 LG0624  HISTORY     - Date     Condition        Report By
 LG0624  HISTORY     - 1934     MONUMENTED       CGS
 LG0624
 LG0624                          STATION DESCRIPTION
 LG0624
 LG0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0624'AT OAK.
 LG0624'AT OAK, NUCKOLLS COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 LG0624'NORTH OF THE STATION, 10 FEET SOUTH OF A HAND-CAR HOUSE, 20 FEET
 LG0624'EAST OF THE CENTER LINE OF THE TRACK, AND IN A LARGE CONCRETE
 LG0624'BLOCK.  A STANDARD DISK, STAMPED J 163 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0708 ***********************************************************************
 LH0708  DESIGNATION -  J 164
 LH0708  PID         -  LH0708
 LH0708  STATE/COUNTY-  NE/PHELPS
 LH0708  USGS QUAD   -  LOOMIS (1970)
 LH0708
 LH0708                         *CURRENT SURVEY CONTROL
 LH0708  ___________________________________________________________________
 LH0708* NAD 83(1986)-  40 28 43.     (N)    099 30 20.     (W)     SCALED    
 LH0708* NAVD 88     -       739.639  (meters)    2426.63   (feet)  ADJUSTED  
 LH0708  ___________________________________________________________________
 LH0708  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 LH0708  DYNAMIC HT  -         739.180 (meters)    2425.13  (feet)  COMP
 LH0708  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 LH0708
 LH0708  VERT ORDER  -  SECOND    CLASS 0
 LH0708
 LH0708.The horizontal coordinates were scaled from a topographic map and have
 LH0708.an estimated accuracy of +/- 6 seconds.
 LH0708
 LH0708.The orthometric height was determined by differential leveling
 LH0708.and adjusted by the National Geodetic Survey in June 1991..
 LH0708
 LH0708.The geoid height was determined by GEOID03.
 LH0708
 LH0708.The dynamic height is computed by dividing the NAVD 88
 LH0708.geopotential number by the normal gravity value computed on the
 LH0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0708.degrees latitude (g = 980.6199 gals.).
 LH0708
 LH0708.The modeled gravity was interpolated from observed gravity values.
 LH0708
 LH0708;                    North         East    Units  Estimated Accuracy
 LH0708;SPC NE       -    71,770.      541,920.      MT  (+/- 180 meters Scaled)
 LH0708
 LH0708                          SUPERSEDED SURVEY CONTROL
 LH0708
 LH0708  NGVD 29 (??/??/92)  739.353  (m)         2425.69   (f) ADJ UNCH    2 0
 LH0708
 LH0708.Superseded values are not recommended for survey control.
 LH0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0708.See file dsdata.txt to determine how the superseded data were derived.
 LH0708
 LH0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK571810(NAD 83)
 LH0708_MARKER: DB = BENCH MARK DISK
 LH0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0708_STAMPING: H 164 1934
 LH0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0708+STABILITY: SURFACE MOTION
 LH0708
 LH0708  HISTORY     - Date     Condition        Report By
 LH0708  HISTORY     - 1934     MONUMENTED       CGS
 LH0708  HISTORY     - 1941     GOOD             NGS
 LH0708  HISTORY     - 1968     MARK NOT FOUND   USGS
 LH0708
 LH0708                          STATION DESCRIPTION
 LH0708
 LH0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LH0708'AT LOOMIS.
 LH0708'AT LOOMIS, PHELPS COUNTY, 100 FEET SOUTH AND 55 FEET WEST OF THE
 LH0708'SOUTHWEST CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0708'STATION, ON STATE HIGHWAY 23, AT A SOUTH-AND-WEST TURN, AT A
 LH0708'CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEADWALL, AND 12 FEET
 LH0708'NORTH OF A LUMBERYARD WALL.  A STANDARD DISK, STAMPED H 164 1934
 LH0708'AND SET IN THE TOP OF A CONCRETE POST.
 LH0708
 LH0708                          STATION RECOVERY (1968)
 LH0708
 LH0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LH0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0014 ***********************************************************************
 LJ0014  DESIGNATION -  J 165
 LJ0014  PID         -  LJ0014
 LJ0014  STATE/COUNTY-  NE/FRONTIER
 LJ0014  USGS QUAD   -  MOOREFIELD (1956)
 LJ0014
 LJ0014                         *CURRENT SURVEY CONTROL
 LJ0014  ___________________________________________________________________
 LJ0014* NAD 83(1986)-  40 37 38.     (N)    100 29 07.     (W)     SCALED    
 LJ0014* NAVD 88     -       773.930  (meters)    2539.14   (feet)  ADJUSTED  
 LJ0014  ___________________________________________________________________
 LJ0014  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 LJ0014  DYNAMIC HT  -         773.443 (meters)    2537.54  (feet)  COMP
 LJ0014  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 LJ0014
 LJ0014  VERT ORDER  -  SECOND    CLASS 0
 LJ0014
 LJ0014.The horizontal coordinates were scaled from a topographic map and have
 LJ0014.an estimated accuracy of +/- 6 seconds.
 LJ0014
 LJ0014.The orthometric height was determined by differential leveling
 LJ0014.and adjusted by the National Geodetic Survey in June 1991..
 LJ0014
 LJ0014.The geoid height was determined by GEOID03.
 LJ0014
 LJ0014.The dynamic height is computed by dividing the NAVD 88
 LJ0014.geopotential number by the normal gravity value computed on the
 LJ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0014.degrees latitude (g = 980.6199 gals.).
 LJ0014
 LJ0014.The modeled gravity was interpolated from observed gravity values.
 LJ0014
 LJ0014;                    North         East    Units  Estimated Accuracy
 LJ0014;SPC NE       -    88,260.      458,950.      MT  (+/- 180 meters Scaled)
 LJ0014
 LJ0014                          SUPERSEDED SURVEY CONTROL
 LJ0014
 LJ0014  NGVD 29 (??/??/92)  773.586  (m)         2538.01   (f) ADJ UNCH    2 0
 LJ0014
 LJ0014.Superseded values are not recommended for survey control.
 LJ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0014.See file dsdata.txt to determine how the superseded data were derived.
 LJ0014
 LJ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK743984(NAD 83)
 LJ0014_MARKER: DB = BENCH MARK DISK
 LJ0014_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LJ0014+WITH SETTING: INTO GROUND
 LJ0014_STAMPING: J 165 1934
 LJ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0014+STABILITY: SURFACE MOTION
 LJ0014
 LJ0014  HISTORY     - Date     Condition        Report By
 LJ0014  HISTORY     - 1934     MONUMENTED       CGS
 LJ0014  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0014
 LJ0014                          STATION DESCRIPTION
 LJ0014
 LJ0014'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0014'1.6 MI E FROM CURTIS.
 LJ0014'1.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0014'FROM THE STATION AT CURTIS, FRONTIER COUNTY, ABOUT 1/4 MILE
 LJ0014'WEST OF A BRIDGE, AT THE FOOT OF A STEEP CLIFF, AND 45 FEET
 LJ0014'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LJ0014'J 165 1934 AND SET IN THE TOP OF AN IRON PIPE FILLED WITH
 LJ0014'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0747 ***********************************************************************
 LH0747  DESIGNATION -  J 166 RESET
 LH0747  PID         -  LH0747
 LH0747  STATE/COUNTY-  NE/HARLAN
 LH0747  USGS QUAD   -  STAMFORD (1958)
 LH0747
 LH0747                         *CURRENT SURVEY CONTROL
 LH0747  ___________________________________________________________________
 LH0747* NAD 83(1986)-  40 14 11.     (N)    099 36 06.     (W)     SCALED    
 LH0747* NAVD 88     -       625.23   (meters)    2051.3    (feet)  RESET     
 LH0747  ___________________________________________________________________
 LH0747  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 LH0747
 LH0747  VERT ORDER  -  THIRD
 LH0747
 LH0747.The horizontal coordinates were scaled from a topographic map and have
 LH0747.an estimated accuracy of +/- 6 seconds.
 LH0747
 LH0747.The orthometric height was computed from unverified reset data.
 LH0747
 LH0747.The geoid height was determined by GEOID03.
 LH0747
 LH0747;                    North         East    Units  Estimated Accuracy
 LH0747;SPC NE       -    44,830.      533,890.      MT  (+/- 180 meters Scaled)
 LH0747
 LH0747                          SUPERSEDED SURVEY CONTROL
 LH0747
 LH0747  NGVD 29 (??/??/??)  624.97   (m)         2050.4    (f) RESET       3  
 LH0747
 LH0747.Superseded values are not recommended for survey control.
 LH0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0747.See file dsdata.txt to determine how the superseded data were derived.
 LH0747
 LH0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK488541(NAD 83)
 LH0747_MARKER: DB = BENCH MARK DISK
 LH0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0747_STAMPING: J 166 RESET 1941
 LH0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0747+STABILITY: SURFACE MOTION
 LH0747
 LH0747  HISTORY     - Date     Condition        Report By
 LH0747  HISTORY     - 1941     MONUMENTED       CGS
 LH0747  HISTORY     - 1957     MARK NOT FOUND   USGS
 LH0747
 LH0747                          STATION DESCRIPTION
 LH0747
 LH0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LH0747'1.6 MI SE FROM OXFORD.
 LH0747'IN HARLAN COUNTY, 1.6 MILES SOUTHEAST ALONG THE CHICAGO,
 LH0747'BURLINGTON AND QUINCY RAILROAD FROM THE STATE HIGHWAY 3 UNDERPASS
 LH0747'AT OXFORD, FURNAS COUNTY, 306 FEET SOUTHEAST OF MILEPOST 232,
 LH0747'SOUTHEAST OF A CULVERT UNDER THE TRACK, 23 FEET NORTHEAST OF THE
 LH0747'CENTER LINE OF THE TRACK, AND OPPOSITE A BRIDGE ON STATE
 LH0747'HIGHWAY 3.  A STANDARD DISK, STAMPED J 166 RESET 1941 AND SET
 LH0747'IN THE TOP OF A CONCRETE POST.
 LH0747
 LH0747                          STATION RECOVERY (1957)
 LH0747
 LH0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LH0747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0696 ***********************************************************************
 LH0696  DESIGNATION -  J 167
 LH0696  PID         -  LH0696
 LH0696  STATE/COUNTY-  NE/FRANKLIN
 LH0696  USGS QUAD   -  BLOOMINGTON (1973)
 LH0696
 LH0696                         *CURRENT SURVEY CONTROL
 LH0696  ___________________________________________________________________
 LH0696* NAD 83(1986)-  40 05 11.     (N)    099 00 54.     (W)     SCALED    
 LH0696* NAVD 88     -       562.466  (meters)    1845.36   (feet)  ADJUSTED  
 LH0696  ___________________________________________________________________
 LH0696  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 LH0696  DYNAMIC HT  -         562.113 (meters)    1844.20  (feet)  COMP
 LH0696  MODELED GRAV-     979,979.4   (mgal)                       NAVD 88
 LH0696
 LH0696  VERT ORDER  -  SECOND    CLASS 0
 LH0696
 LH0696.The horizontal coordinates were scaled from a topographic map and have
 LH0696.an estimated accuracy of +/- 6 seconds.
 LH0696
 LH0696.The orthometric height was determined by differential leveling
 LH0696.and adjusted by the National Geodetic Survey in June 1991..
 LH0696
 LH0696.The geoid height was determined by GEOID03.
 LH0696
 LH0696.The dynamic height is computed by dividing the NAVD 88
 LH0696.geopotential number by the normal gravity value computed on the
 LH0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0696.degrees latitude (g = 980.6199 gals.).
 LH0696
 LH0696.The modeled gravity was interpolated from observed gravity values.
 LH0696
 LH0696;                    North         East    Units  Estimated Accuracy
 LH0696;SPC NE       -    28,580.      584,000.      MT  (+/- 180 meters Scaled)
 LH0696
 LH0696                          SUPERSEDED SURVEY CONTROL
 LH0696
 LH0696  NGVD 29 (??/??/92)  562.223  (m)         1844.56   (f) ADJ UNCH    2 0
 LH0696
 LH0696.Superseded values are not recommended for survey control.
 LH0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0696.See file dsdata.txt to determine how the superseded data were derived.
 LH0696
 LH0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK987373(NAD 83)
 LH0696_MARKER: DB = BENCH MARK DISK
 LH0696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0696_SP_SET: PIER
 LH0696_STAMPING: J 167 1934
 LH0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0696
 LH0696  HISTORY     - Date     Condition        Report By
 LH0696  HISTORY     - 1934     MONUMENTED       CGS
 LH0696
 LH0696                          STATION DESCRIPTION
 LH0696
 LH0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0696'3.3 MI W FROM FRANKLIN.
 LH0696'3.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0696'FROM THE STATION AT FRANKLIN, FRANKLIN COUNTY, AT MILEPOST 222,
 LH0696'AT THE SOUTHWEST CORNER OF A CONCRETE BRIDGE, AND IN THE TOP
 LH0696'OF THE CONCRETE PIER.  A STANDARD DISK, STAMPED J 167 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0356 ***********************************************************************
 LH0356  DESIGNATION -  J 169 RESET
 LH0356  PID         -  LH0356
 LH0356  STATE/COUNTY-  NE/FRANKLIN
 LH0356  USGS QUAD   -  UPLAND (1969)
 LH0356
 LH0356                         *CURRENT SURVEY CONTROL
 LH0356  ___________________________________________________________________
 LH0356* NAD 83(1986)-  40 18 47.     (N)    098 57 09.     (W)     SCALED    
 LH0356* NAVD 88     -       643.80   (meters)    2112.2    (feet)  RESET     
 LH0356  ___________________________________________________________________
 LH0356  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 LH0356
 LH0356  VERT ORDER  -  THIRD
 LH0356
 LH0356.The horizontal coordinates were scaled from a topographic map and have
 LH0356.an estimated accuracy of +/- 6 seconds.
 LH0356
 LH0356.The orthometric height was computed from unverified reset data.
 LH0356.No vertical observational check was made to the station.
 LH0356
 LH0356.The geoid height was determined by GEOID03.
 LH0356
 LH0356;                    North         East    Units  Estimated Accuracy
 LH0356;SPC NE       -    53,800.      589,030.      MT  (+/- 180 meters Scaled)
 LH0356
 LH0356                          SUPERSEDED SURVEY CONTROL
 LH0356
 LH0356  NGVD 29 (??/??/??)  643.54   (m)         2111.3    (f) RESET       3  
 LH0356
 LH0356.Superseded values are not recommended for survey control.
 LH0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0356.See file dsdata.txt to determine how the superseded data were derived.
 LH0356
 LH0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK040625(NAD 83)
 LH0356_MARKER: DB = BENCH MARK DISK
 LH0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0356_STAMPING: J 169 1934 RESET 1948
 LH0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0356+STABILITY: SURFACE MOTION
 LH0356
 LH0356  HISTORY     - Date     Condition        Report By
 LH0356  HISTORY     - 1958     MONUMENTED       CGS
 LH0356
 LH0356                          STATION DESCRIPTION
 LH0356
 LH0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LH0356'12.6 MI S FROM MINDEN.
 LH0356'IN FRANKLIN COUNTY, 12.6 MILES SOUTH ALONG STATE HIGHWAY 10
 LH0356'FROM THE KEARNEY COUNTY COURTHOUSE AT MINDEN, 1.4 MILES NORTH OF
 LH0356'THE JUNCTION OF STATE HIGHWAYS 4 AND 10, ABOUT 270 FEET SOUTH
 LH0356'OF A METAL CULVERT WITH CONCRETE HEADWALLS, 66 FEET WEST OF THE
 LH0356'CENTER OF STATE HIGHWAY 10, AND 1 FOOT EAST OF A FENCE.  THE
 LH0356'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED J 169 1934
 LH0356'RESET 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0563 ***********************************************************************
 ML0563  DESIGNATION -  J 17
 ML0563  PID         -  ML0563
 ML0563  STATE/COUNTY-  NE/CUSTER
 ML0563  USGS QUAD   -  SARGENT EAST (1978)
 ML0563
 ML0563                         *CURRENT SURVEY CONTROL
 ML0563  ___________________________________________________________________
 ML0563* NAD 83(1986)-  41 40 11.     (N)    099 21 57.     (W)     SCALED    
 ML0563* NAVD 88     -       716.458  (meters)    2350.58   (feet)  ADJUSTED  
 ML0563  ___________________________________________________________________
 ML0563  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 ML0563  DYNAMIC HT  -         716.104 (meters)    2349.42  (feet)  COMP
 ML0563  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 ML0563
 ML0563  VERT ORDER  -  FIRST     CLASS II
 ML0563
 ML0563.The horizontal coordinates were scaled from a topographic map and have
 ML0563.an estimated accuracy of +/- 6 seconds.
 ML0563
 ML0563.The orthometric height was determined by differential leveling
 ML0563.and adjusted by the National Geodetic Survey in June 1991..
 ML0563
 ML0563.The geoid height was determined by GEOID03.
 ML0563
 ML0563.The dynamic height is computed by dividing the NAVD 88
 ML0563.geopotential number by the normal gravity value computed on the
 ML0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0563.degrees latitude (g = 980.6199 gals.).
 ML0563
 ML0563.The modeled gravity was interpolated from observed gravity values.
 ML0563
 ML0563;                    North         East    Units  Estimated Accuracy
 ML0563;SPC NE       -   204,080.      552,790.      MT  (+/- 180 meters Scaled)
 ML0563
 ML0563                          SUPERSEDED SURVEY CONTROL
 ML0563
 ML0563  NGVD 29 (??/??/92)  716.202  (m)         2349.74   (f) ADJ UNCH    1 2
 ML0563
 ML0563.Superseded values are not recommended for survey control.
 ML0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0563.See file dsdata.txt to determine how the superseded data were derived.
 ML0563
 ML0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM695131(NAD 83)
 ML0563_MARKER: DB = BENCH MARK DISK
 ML0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0563+STABILITY: SURFACE MOTION
 ML0563
 ML0563  HISTORY     - Date     Condition        Report By
 ML0563  HISTORY     - UNK      MONUMENTED       CGS
 ML0563  HISTORY     - 1933     GOOD             NGS
 ML0563  HISTORY     - 1952     MARK NOT FOUND   USGS
 ML0563
 ML0563                          STATION DESCRIPTION
 ML0563
 ML0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0563'2 MI N FROM SARGENT.
 ML0563'2 MILES NORTH.  THE MARK IS 2 FT. WEST AND 45 FT. SOUTH OF THE
 ML0563'NORTHEAST CORNER OF THE FENCE ENCLOSING THE YARD OF SCHOOL OF
 ML0563'DISTRICT 8.  THE MARK IS 75 FT. NORTH OF THE NORTHEAST CORNER OF THE
 ML0563'SCHOOL HOUSE AND 32 FT. WEST OF THE CENTER OF HWY. 83 AND 200 FT.
 ML0563'NORTH OF A CROSS ROAD.
 ML0563
 ML0563                          STATION RECOVERY (1952)
 ML0563
 ML0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 ML0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0314 ***********************************************************************
 LH0314  DESIGNATION -  J 170
 LH0314  PID         -  LH0314
 LH0314  STATE/COUNTY-  NE/CLAY
 LH0314  USGS QUAD   -  FAIRFIELD SE (1960)
 LH0314
 LH0314                         *CURRENT SURVEY CONTROL
 LH0314  ___________________________________________________________________
 LH0314* NAD 83(1986)-  40 21 28.     (N)    098 06 33.     (W)     SCALED    
 LH0314* NAVD 88     -       512.117  (meters)    1680.17   (feet)  ADJUSTED  
 LH0314  ___________________________________________________________________
 LH0314  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 LH0314  DYNAMIC HT  -         511.820 (meters)    1679.20  (feet)  COMP
 LH0314  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 LH0314
 LH0314  VERT ORDER  -  SECOND    CLASS 0
 LH0314
 LH0314.The horizontal coordinates were scaled from a topographic map and have
 LH0314.an estimated accuracy of +/- 6 seconds.
 LH0314
 LH0314.The orthometric height was determined by differential leveling
 LH0314.and adjusted by the National Geodetic Survey in June 1991..
 LH0314
 LH0314.The geoid height was determined by GEOID03.
 LH0314
 LH0314.The dynamic height is computed by dividing the NAVD 88
 LH0314.geopotential number by the normal gravity value computed on the
 LH0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0314.degrees latitude (g = 980.6199 gals.).
 LH0314
 LH0314.The modeled gravity was interpolated from observed gravity values.
 LH0314
 LH0314;                    North         East    Units  Estimated Accuracy
 LH0314;SPC NE       -    59,990.      660,580.      MT  (+/- 180 meters Scaled)
 LH0314
 LH0314                          SUPERSEDED SURVEY CONTROL
 LH0314
 LH0314  NGVD 29 (??/??/92)  511.920  (m)         1679.52   (f) ADJ UNCH    2 0
 LH0314
 LH0314.Superseded values are not recommended for survey control.
 LH0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0314.See file dsdata.txt to determine how the superseded data were derived.
 LH0314
 LH0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK756678(NAD 83)
 LH0314_MARKER: DB = BENCH MARK DISK
 LH0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0314_STAMPING: J 170 1934
 LH0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0314+STABILITY: SURFACE MOTION
 LH0314
 LH0314  HISTORY     - Date     Condition        Report By
 LH0314  HISTORY     - 1934     MONUMENTED       CGS
 LH0314  HISTORY     - 1958     MARK NOT FOUND   USGS
 LH0314
 LH0314                          STATION DESCRIPTION
 LH0314
 LH0314'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LH0314'1.6 MI E FROM DEWEESE.
 LH0314'1.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0314'FROM THE STATION AT DEWEESE, CLAY COUNTY, AT A ROAD CROSSING,
 LH0314'35 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 24 FEET WEST
 LH0314'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED J 170
 LH0314'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0566 ***********************************************************************
 LG0566  DESIGNATION -  J 171
 LG0566  PID         -  LG0566
 LG0566  STATE/COUNTY-  NE/JEFFERSON
 LG0566  USGS QUAD   -  FAIRBURY (1980)
 LG0566
 LG0566                         *CURRENT SURVEY CONTROL
 LG0566  ___________________________________________________________________
 LG0566* NAD 83(1986)-  40 12 28.     (N)    097 14 52.     (W)     SCALED    
 LG0566* NAVD 88     -       409.911  (meters)    1344.85   (feet)  ADJUSTED  
 LG0566  ___________________________________________________________________
 LG0566  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 LG0566  DYNAMIC HT  -         409.680 (meters)    1344.09  (feet)  COMP
 LG0566  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 LG0566
 LG0566  VERT ORDER  -  SECOND    CLASS 0
 LG0566
 LG0566.The horizontal coordinates were scaled from a topographic map and have
 LG0566.an estimated accuracy of +/- 6 seconds.
 LG0566
 LG0566.The orthometric height was determined by differential leveling
 LG0566.and adjusted by the National Geodetic Survey in June 1991..
 LG0566
 LG0566.The geoid height was determined by GEOID03.
 LG0566
 LG0566.The dynamic height is computed by dividing the NAVD 88
 LG0566.geopotential number by the normal gravity value computed on the
 LG0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0566.degrees latitude (g = 980.6199 gals.).
 LG0566
 LG0566.The modeled gravity was interpolated from observed gravity values.
 LG0566
 LG0566;                    North         East    Units  Estimated Accuracy
 LG0566;SPC NE       -    45,310.      734,250.      MT  (+/- 180 meters Scaled)
 LG0566
 LG0566                          SUPERSEDED SURVEY CONTROL
 LG0566
 LG0566  NGVD 29 (??/??/92)  409.762  (m)         1344.36   (f) ADJ UNCH    2 0
 LG0566
 LG0566.Superseded values are not recommended for survey control.
 LG0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0566.See file dsdata.txt to determine how the superseded data were derived.
 LG0566
 LG0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK491522(NAD 83)
 LG0566_MARKER: DB = BENCH MARK DISK
 LG0566_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0566_SP_SET: BRIDGE ABUTMENT
 LG0566_STAMPING: J 171 1934
 LG0566_MARK LOGO: CGS   
 LG0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0566+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1997
 LG0566
 LG0566  HISTORY     - Date     Condition        Report By
 LG0566  HISTORY     - 1934     MONUMENTED       CGS
 LG0566  HISTORY     - 1941     GOOD             NGS
 LG0566  HISTORY     - 1981     GOOD             LOCENG
 LG0566  HISTORY     - 19970312 GOOD             NGS
 LG0566
 LG0566                          STATION DESCRIPTION
 LG0566
 LG0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LG0566'2.1 MI SE FROM POWELL.
 LG0566'2.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0566'STATION AT POWELL, JEFFERSON COUNTY, AT BRIDGE 159+17, AND IN
 LG0566'THE TOP OF THE SOUTHEAST CONCRETE HEADWALL.  A STANDARD DISK,
 LG0566'STAMPED J 171 1934.
 LG0566
 LG0566                          STATION RECOVERY (1981)
 LG0566
 LG0566'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0566'RECOVERED IN GOOD CONDITION.
 LG0566
 LG0566                          STATION RECOVERY (1997)
 LG0566
 LG0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 LG0566'RECOVERED IN GOOD CONDITION, ABOUT 2.1 MI (3.4 KM) SOUTHEAST ALONG THE
 LG0566'UNION PACIFIC RAILROAD, FROM THE OLD TOWN OF POWELL, IN THE NORTHEAST
 LG0566'END OF THE SOUTHEAST ABUTMENT OF THE SOUTHERN ONE OF TWO RAILROAD
 LG0566'BRIDGES OVER LITTLE SANDY CREEK.  THE MARK WILL PROBABLY BE DESTROYED
 LG0566'BY RAILROAD CONSTRUCTION IN THE SPRING OF 1997, THEREFORE, BENCH MARK
 LG0566'J 171 RESET, IN 1997, WAS ESTABLISHED IN THE RIVER ROAD BRIDGE OVER
 LG0566'LITTLE SANDY CREEK, WHICH IS ABOUT 100 FT (30.5 M) SOUTH OF THE
 LG0566'RAILROAD BRIDGES.  THIS MARK IS STAMPED--J 171 RESET 1997--AND IS IN
 LG0566'THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE COUNTY ROAD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9614 ***********************************************************************
 AG9614  DESIGNATION -  J 171 RESET
 AG9614  PID         -  AG9614
 AG9614  STATE/COUNTY-  NE/JEFFERSON
 AG9614  USGS QUAD   -  FAIRBURY (1980)
 AG9614
 AG9614                         *CURRENT SURVEY CONTROL
 AG9614  ___________________________________________________________________
 AG9614* NAD 83(1986)-  40 12 27.     (N)    097 14 52.     (W)     SCALED    
 AG9614* NAVD 88     -       409.56   (meters)    1343.7    (feet)  RESET     
 AG9614  ___________________________________________________________________
 AG9614  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AG9614
 AG9614  VERT ORDER  -  THIRD
 AG9614
 AG9614.The horizontal coordinates were scaled from a topographic map and have
 AG9614.an estimated accuracy of +/- 6 seconds.
 AG9614
 AG9614.The orthometric height was computed from unverified reset data.
 AG9614
 AG9614.The geoid height was determined by GEOID03.
 AG9614
 AG9614;                    North         East    Units  Estimated Accuracy
 AG9614;SPC NE       -    45,270.      734,250.      MT  (+/- 180 meters Scaled)
 AG9614
 AG9614                          SUPERSEDED SURVEY CONTROL
 AG9614
 AG9614.No superseded survey control is available for this station.
 AG9614
 AG9614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK491522(NAD 83)
 AG9614_MARKER: DV = VERTICAL CONTROL DISK
 AG9614_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9614_SP_SET: BRIDGE ABUTMENT
 AG9614_STAMPING: J 171 RESET 1997
 AG9614_MARK LOGO: NGS   
 AG9614_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9614+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9614
 AG9614  HISTORY     - Date     Condition        Report By
 AG9614  HISTORY     - 1997     MONUMENTED       CGS
 AG9614
 AG9614                          STATION DESCRIPTION
 AG9614
 AG9614'DESCRIBED BY COAST AND GEODETIC SURVEY 1997 (JAO)
 AG9614'LOCATED ABOUT 13.68 KM (8.50 MI) SOUTH-SOUTHEAST OF DAYKIN, 9.66 KM
 AG9614'(6.00 MI) NORTHWEST OF FAIRBURY, 3.2 KM (2.00 MI) EAST-SOUTHEAST OF
 AG9614'OLD POWELL, AT A COUNTY ROAD BRIDGE OVER LITTLE SANDY CREEK AND IN THE
 AG9614'SW1/4, T3N, R2E.  OWNERSHIP IS JEFFERSON COUNTY.  TO REACH FROM THE
 AG9614'POST OFFICE AND BANK, IN DAYKIN, GO EAST ON JEFFERSON STREET FOR 0.08
 AG9614'KM (0.05 MI) TO NICHOL AVENUE.  TURN RIGHT AND GO SOUTH FOR 1 BLOCK TO
 AG9614'FRANCIS STREET AND STATE HIGHWAY 4.  TURN LEFT AND GO EAST FOR 0.40 KM
 AG9614'(0.25 MI) TO COUNTY ROAD 562 AVENUE.  TURN RIGHT AND GO SOUTH ON THE
 AG9614'GRAVELED ROAD FOR 11.27 KM (7.00 MI) TO COUNTY ROAD 717 ROAD, AT THE
 AG9614'UNION PACIFIC RAILROAD TRACKS.  TURN LEFT AND GO EAST, PASSING THROUGH
 AG9614'THE OLD TOWN OF POWELL FOR 3.21 KM (2.00 MI) TO COUNTY ROAD 564
 AG9614'AVENUE, ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.80 KM (0.50 MI)
 AG9614'TO THE UNION PACIFIC RAILROAD TRACKS AND RIVER ROAD ON THE LEFT.  TURN
 AG9614'LEFT AND GO SOUTHEAST ON RIVER ROAD FOR 0.72 KM (0.45 MI) TO A
 AG9614'CONCRETE BRIDGE OVER LITTLE SANDY CREEK AND THE BENCH MARK, SET INTO
 AG9614'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT.  IT IS 4.7 M
 AG9614'(15.4 FT) NORTHEAST FROM THE CENTERLINE OF THE BRIDGE AND 0.52 M (1.71
 AG9614'FT) NORTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0540 ***********************************************************************
 LG0540  DESIGNATION -  J 172
 LG0540  PID         -  LG0540
 LG0540  STATE/COUNTY-  NE/THAYER
 LG0540  USGS QUAD   -  HUBBELL (1980)
 LG0540
 LG0540                         *CURRENT SURVEY CONTROL
 LG0540  ___________________________________________________________________
 LG0540* NAD 83(1986)-  40 00 48.     (N)    097 28 57.     (W)     SCALED    
 LG0540* NAVD 88     -       445.248  (meters)    1460.78   (feet)  ADJUSTED  
 LG0540  ___________________________________________________________________
 LG0540  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 LG0540  DYNAMIC HT  -         444.991 (meters)    1459.94  (feet)  COMP
 LG0540  MODELED GRAV-     980,035.0   (mgal)                       NAVD 88
 LG0540
 LG0540  VERT ORDER  -  SECOND    CLASS 0
 LG0540
 LG0540.The horizontal coordinates were scaled from a topographic map and have
 LG0540.an estimated accuracy of +/- 6 seconds.
 LG0540
 LG0540.The orthometric height was determined by differential leveling
 LG0540.and adjusted by the National Geodetic Survey in June 1991..
 LG0540
 LG0540.The geoid height was determined by GEOID03.
 LG0540
 LG0540.The dynamic height is computed by dividing the NAVD 88
 LG0540.geopotential number by the normal gravity value computed on the
 LG0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0540.degrees latitude (g = 980.6199 gals.).
 LG0540
 LG0540.The modeled gravity was interpolated from observed gravity values.
 LG0540
 LG0540;                    North         East    Units  Estimated Accuracy
 LG0540;SPC NE       -    23,120.      714,910.      MT  (+/- 180 meters Scaled)
 LG0540
 LG0540                          SUPERSEDED SURVEY CONTROL
 LG0540
 LG0540  NGVD 29 (??/??/92)  445.090  (m)         1460.27   (f) ADJ UNCH    2 0
 LG0540
 LG0540.Superseded values are not recommended for survey control.
 LG0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0540.See file dsdata.txt to determine how the superseded data were derived.
 LG0540
 LG0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK295303(NAD 83)
 LG0540_MARKER: DB = BENCH MARK DISK
 LG0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0540_STAMPING: J 172 1934
 LG0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0540+STABILITY: SURFACE MOTION
 LG0540
 LG0540  HISTORY     - Date     Condition        Report By
 LG0540  HISTORY     - 1934     MONUMENTED       CGS
 LG0540
 LG0540                          STATION DESCRIPTION
 LG0540
 LG0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0540'1 MI E FROM HUBBELL.
 LG0540'1.0 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0540'FROM THE STATION AT HUBBELL, THAYER COUNTY, ONE RAIL WEST OF
 LG0540'A ROAD CROSSING, AND 50 FEET NORTH OF THE CENTERLINE OF THE
 LG0540'TRACK.  A STANDARD DISK, STAMPED J 172 1934 AND SET IN THE TOP
 LG0540'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0617 ***********************************************************************
 LG0617  DESIGNATION -  J 173
 LG0617  PID         -  LG0617
 LG0617  STATE/COUNTY-  NE/THAYER
 LG0617  USGS QUAD   -  BRUNING (1960)
 LG0617
 LG0617                         *CURRENT SURVEY CONTROL
 LG0617  ___________________________________________________________________
 LG0617* NAD 83(1986)-  40 20 10.     (N)    097 34 04.     (W)     SCALED    
 LG0617* NAVD 88     -       482.796  (meters)    1583.97   (feet)  ADJUSTED  
 LG0617  ___________________________________________________________________
 LG0617  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 LG0617  DYNAMIC HT  -         482.513 (meters)    1583.04  (feet)  COMP
 LG0617  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 LG0617
 LG0617  VERT ORDER  -  SECOND    CLASS 0
 LG0617
 LG0617.The horizontal coordinates were scaled from a topographic map and have
 LG0617.an estimated accuracy of +/- 6 seconds.
 LG0617
 LG0617.The orthometric height was determined by differential leveling
 LG0617.and adjusted by the National Geodetic Survey in June 1991..
 LG0617
 LG0617.The geoid height was determined by GEOID03.
 LG0617
 LG0617.The dynamic height is computed by dividing the NAVD 88
 LG0617.geopotential number by the normal gravity value computed on the
 LG0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0617.degrees latitude (g = 980.6199 gals.).
 LG0617
 LG0617.The modeled gravity was interpolated from observed gravity values.
 LG0617
 LG0617;                    North         East    Units  Estimated Accuracy
 LG0617;SPC NE       -    58,730.      706,620.      MT  (+/- 180 meters Scaled)
 LG0617
 LG0617                          SUPERSEDED SURVEY CONTROL
 LG0617
 LG0617  NGVD 29 (??/??/92)  482.612  (m)         1583.37   (f) ADJ UNCH    2 0
 LG0617
 LG0617.Superseded values are not recommended for survey control.
 LG0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0617.See file dsdata.txt to determine how the superseded data were derived.
 LG0617
 LG0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK216660(NAD 83)
 LG0617_MARKER: DB = BENCH MARK DISK
 LG0617_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0617_SP_SET: HEADWALL
 LG0617_STAMPING: J 173 1934
 LG0617_MARK LOGO: CGS   
 LG0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0617+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1989
 LG0617
 LG0617  HISTORY     - Date     Condition        Report By
 LG0617  HISTORY     - 1934     MONUMENTED       CGS
 LG0617  HISTORY     - 19890404 GOOD             NGS
 LG0617
 LG0617                          STATION DESCRIPTION
 LG0617
 LG0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0617'AT BRUNING.
 LG0617'AT BRUNING, THAYER COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0617'RAILROAD, 225 FEET SOUTHWEST OF THE STATION, 100 FEET WEST OF
 LG0617'THE CENTER LINE OF THE TRACK, AT A CONCRETE CULVERT ON THE HIGHWAY,
 LG0617'AND IN THE TOP OF THE WEST HEAD WALL.  A STANDARD DISK, STAMPED J
 LG0617'173 1934.
 LG0617
 LG0617                          STATION RECOVERY (1989)
 LG0617
 LG0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1251 ***********************************************************************
 LG1251  DESIGNATION -  J 173 RESET
 LG1251  PID         -  LG1251
 LG1251  STATE/COUNTY-  NE/THAYER
 LG1251  USGS QUAD   -  BRUNING (1960)
 LG1251
 LG1251                         *CURRENT SURVEY CONTROL
 LG1251  ___________________________________________________________________
 LG1251* NAD 83(1986)-  40 20 10.     (N)    097 34 04.     (W)     SCALED    
 LG1251* NAVD 88     -       482.57   (meters)    1583.2    (feet)  RESET     
 LG1251  ___________________________________________________________________
 LG1251  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 LG1251
 LG1251  VERT ORDER  -  THIRD
 LG1251
 LG1251.The horizontal coordinates were scaled from a topographic map and have
 LG1251.an estimated accuracy of +/- 6 seconds.
 LG1251
 LG1251.The orthometric height was computed from unverified reset data.
 LG1251.No vertical observational check was made to the station.
 LG1251
 LG1251.The geoid height was determined by GEOID03.
 LG1251
 LG1251;                    North         East    Units  Estimated Accuracy
 LG1251;SPC NE       -    58,730.      706,620.      MT  (+/- 180 meters Scaled)
 LG1251
 LG1251                          SUPERSEDED SURVEY CONTROL
 LG1251
 LG1251  NGVD 29 (08/02/06)  482.38   (m)         1582.6    (f) RESET       3  
 LG1251
 LG1251.Superseded values are not recommended for survey control.
 LG1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1251.See file dsdata.txt to determine how the superseded data were derived.
 LG1251
 LG1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK216660(NAD 83)
 LG1251_MARKER: DB = BENCH MARK DISK
 LG1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1251_SP_SET: CONCRETE POST
 LG1251_STAMPING: J 173 RESET 1989
 LG1251_MARK LOGO: NGS   
 LG1251_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LG1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1251+STABILITY: SURFACE MOTION
 LG1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1251+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LG1251
 LG1251  HISTORY     - Date     Condition        Report By
 LG1251  HISTORY     - 1989     MONUMENTED       NGS
 LG1251
 LG1251                          STATION DESCRIPTION
 LG1251
 LG1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1251'THE MARK IS IN BRUNING, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 LG1251'MAIN AND WEST RAILWAY STREETS.  TO REACH FROM THE POST OFFICE, GO
 LG1251'WEST ON MAIN STREET FOR 0.24 KM (0.15 MI) TO THE MARK ON THE LEFT.
 LG1251'THE DISK IS SET INTO THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS
 LG1251'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  THE MARK IS 52.30
 LG1251'M (171.6 FT) WEST FROM THE WEST RAIL OF THE MAIN TRACKS OF THE BN
 LG1251'RAILROAD, 13.94 M (45.7 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 LG1251'FRAME HOUSE, 10.50 M (34.4 FT) SOUTH FROM THE CENTERLINE OF MAIN
 LG1251'STREET, 9.75 M (32.0 FT) WEST FROM THE CENTERLINE OF WEST RAILWAY
 LG1251'STREET, 3.55 M (11.6 FT) SOUTHEAST FROM A FIRE HYDRANT, 1.25 M
 LG1251'(4.1 FT) WEST-SOUTHWEST FROM A POWER POLE, 0.38 M (1.2 FT) NORTH FROM
 LG1251'THE NORTH EDGE OF THE SIDEWALK ALONG MAIN STREET AND 0.34 M (1.1 FT)
 LG1251'EAST FROM THE EAST EDGE OF THE SIDEWALK ALONG WEST RAILWAY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0279 ***********************************************************************
 LG0279  DESIGNATION -  J 174
 LG0279  PID         -  LG0279
 LG0279  STATE/COUNTY-  NE/GAGE
 LG0279  USGS QUAD   -  BEATRICE EAST (1980)
 LG0279
 LG0279                         *CURRENT SURVEY CONTROL
 LG0279  ___________________________________________________________________
 LG0279* NAD 83(1986)-  40 15 12.     (N)    096 42 31.     (W)     SCALED    
 LG0279* NAVD 88     -       378.242  (meters)    1240.95   (feet)  ADJUSTED  
 LG0279  ___________________________________________________________________
 LG0279  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 LG0279  DYNAMIC HT  -         378.041 (meters)    1240.29  (feet)  COMP
 LG0279  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 LG0279
 LG0279  VERT ORDER  -  SECOND    CLASS 0
 LG0279
 LG0279.The horizontal coordinates were scaled from a topographic map and have
 LG0279.an estimated accuracy of +/- 6 seconds.
 LG0279
 LG0279.The orthometric height was determined by differential leveling
 LG0279.and adjusted by the National Geodetic Survey in June 1991..
 LG0279
 LG0279.The geoid height was determined by GEOID03.
 LG0279
 LG0279.The dynamic height is computed by dividing the NAVD 88
 LG0279.geopotential number by the normal gravity value computed on the
 LG0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0279.degrees latitude (g = 980.6199 gals.).
 LG0279
 LG0279.The modeled gravity was interpolated from observed gravity values.
 LG0279
 LG0279;                    North         East    Units  Estimated Accuracy
 LG0279;SPC NE       -    51,960.      779,930.      MT  (+/- 180 meters Scaled)
 LG0279
 LG0279                          SUPERSEDED SURVEY CONTROL
 LG0279
 LG0279  NGVD 29 (??/??/92)  378.132  (m)         1240.59   (f) ADJ UNCH    2 0
 LG0279
 LG0279.Superseded values are not recommended for survey control.
 LG0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0279.See file dsdata.txt to determine how the superseded data were derived.
 LG0279
 LG0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK948583(NAD 83)
 LG0279_MARKER: DB = BENCH MARK DISK
 LG0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0279_STAMPING: J 174 1934
 LG0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0279+STABILITY: SURFACE MOTION
 LG0279
 LG0279  HISTORY     - Date     Condition        Report By
 LG0279  HISTORY     - 1934     MONUMENTED       CGS
 LG0279  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0279
 LG0279                          STATION DESCRIPTION
 LG0279
 LG0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0279'2.2 MI E FROM BEATRICE.
 LG0279'2.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0279'FROM THE STATION AT BEATRICE, GAGE COUNTY, BETWEEN THE ROCK
 LG0279'ISLAND RAILROAD AND THE UNION PACIFIC RAILROAD, 11 RAILS EAST OF
 LG0279'UNION PACIFIC RAILROAD BRIDGE NO. 99.45, AND 15 FEET WEST OF A
 LG0279'PRIVATE-ROAD CROSSING.  A STANDARD DISK, STAMPED J 174 1934 AND
 LG0279'SET IN THE TOP OF A CONCRETE POST.
 LG0279
 LG0279                          STATION RECOVERY (1964)
 LG0279
 LG0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0213 ***********************************************************************
 LG0213  DESIGNATION -  J 175
 LG0213  PID         -  LG0213
 LG0213  STATE/COUNTY-  NE/PAWNEE
 LG0213  USGS QUAD   -  TABLE ROCK (1965)
 LG0213
 LG0213                         *CURRENT SURVEY CONTROL
 LG0213  ___________________________________________________________________
 LG0213* NAD 83(1986)-  40 09 42.     (N)    096 07 23.     (W)     SCALED    
 LG0213* NAVD 88     -       337.004  (meters)    1105.65   (feet)  ADJUSTED  
 LG0213  ___________________________________________________________________
 LG0213  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 LG0213  DYNAMIC HT  -         336.820 (meters)    1105.05  (feet)  COMP
 LG0213  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 LG0213
 LG0213  VERT ORDER  -  SECOND    CLASS 0
 LG0213
 LG0213.The horizontal coordinates were scaled from a topographic map and have
 LG0213.an estimated accuracy of +/- 6 seconds.
 LG0213
 LG0213.The orthometric height was determined by differential leveling
 LG0213.and adjusted by the National Geodetic Survey in June 1991..
 LG0213
 LG0213.The geoid height was determined by GEOID03.
 LG0213
 LG0213.The dynamic height is computed by dividing the NAVD 88
 LG0213.geopotential number by the normal gravity value computed on the
 LG0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0213.degrees latitude (g = 980.6199 gals.).
 LG0213
 LG0213.The modeled gravity was interpolated from observed gravity values.
 LG0213
 LG0213;                    North         East    Units  Estimated Accuracy
 LG0213;SPC NE       -    43,860.      830,150.      MT  (+/- 180 meters Scaled)
 LG0213
 LG0213                          SUPERSEDED SURVEY CONTROL
 LG0213
 LG0213  NGVD 29 (??/??/92)  336.908  (m)         1105.34   (f) ADJ UNCH    2 0
 LG0213
 LG0213.Superseded values are not recommended for survey control.
 LG0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0213.See file dsdata.txt to determine how the superseded data were derived.
 LG0213
 LG0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK450496(NAD 83)
 LG0213_MARKER: DB = BENCH MARK DISK
 LG0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0213_STAMPING: J 175 1934
 LG0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0213+STABILITY: SURFACE MOTION
 LG0213
 LG0213  HISTORY     - Date     Condition        Report By
 LG0213  HISTORY     - 1934     MONUMENTED       CGS
 LG0213  HISTORY     - 1964     MARK NOT FOUND   NGS
 LG0213
 LG0213                          STATION DESCRIPTION
 LG0213
 LG0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0213'1.9 MI SW FROM TABLE ROCK.
 LG0213'1.9 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0213'RAILROAD FROM THE CITY WATER TOWER AT TABLE ROCK, PAWNEE COUNTY,
 LG0213'3 RAILS NORTHEAST OF MILEPOST 51, 30 FEET EAST OF THE CENTER LINE
 LG0213'OF A COUNTY ROAD, AND 27 FEET WEST OF THE CENTER LINE OF THE
 LG0213'TRACK.  A STANDARD DISK, STAMPED J 175 1934 AND SET IN THE TOP
 LG0213'OF A CONCRETE POST.
 LG0213
 LG0213                          STATION RECOVERY (1964)
 LG0213
 LG0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LG0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0169 ***********************************************************************
 LG0169  DESIGNATION -  J 176
 LG0169  PID         -  LG0169
 LG0169  STATE/COUNTY-  NE/JOHNSON
 LG0169  USGS QUAD   -  CRAB ORCHARD (1965)
 LG0169
 LG0169                         *CURRENT SURVEY CONTROL
 LG0169  ___________________________________________________________________
 LG0169* NAD 83(1986)-  40 19 48.     (N)    096 26 21.     (W)     SCALED    
 LG0169* NAVD 88     -       399.341  (meters)    1310.17   (feet)  ADJUSTED  
 LG0169  ___________________________________________________________________
 LG0169  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 LG0169  DYNAMIC HT  -         399.130 (meters)    1309.48  (feet)  COMP
 LG0169  MODELED GRAV-     980,083.3   (mgal)                       NAVD 88
 LG0169
 LG0169  VERT ORDER  -  SECOND    CLASS 0
 LG0169
 LG0169.The horizontal coordinates were scaled from a topographic map and have
 LG0169.an estimated accuracy of +/- 6 seconds.
 LG0169
 LG0169.The orthometric height was determined by differential leveling
 LG0169.and adjusted by the National Geodetic Survey in June 1991..
 LG0169
 LG0169.The geoid height was determined by GEOID03.
 LG0169
 LG0169.The dynamic height is computed by dividing the NAVD 88
 LG0169.geopotential number by the normal gravity value computed on the
 LG0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0169.degrees latitude (g = 980.6199 gals.).
 LG0169
 LG0169.The modeled gravity was interpolated from observed gravity values.
 LG0169
 LG0169;                    North         East    Units  Estimated Accuracy
 LG0169;SPC NE       -    61,380.      802,480.      MT  (+/- 180 meters Scaled)
 LG0169
 LG0169                          SUPERSEDED SURVEY CONTROL
 LG0169
 LG0169  NGVD 29 (??/??/92)  399.235  (m)         1309.82   (f) ADJ UNCH    2 0
 LG0169
 LG0169.Superseded values are not recommended for survey control.
 LG0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0169.See file dsdata.txt to determine how the superseded data were derived.
 LG0169
 LG0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK175675(NAD 83)
 LG0169_MARKER: DB = BENCH MARK DISK
 LG0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0169_STAMPING: J 176 1934
 LG0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0169+STABILITY: SURFACE MOTION
 LG0169
 LG0169  HISTORY     - Date     Condition        Report By
 LG0169  HISTORY     - 1934     MONUMENTED       CGS
 LG0169  HISTORY     - 1964     MARK NOT FOUND   NGS
 LG0169
 LG0169                          STATION DESCRIPTION
 LG0169
 LG0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0169'1 MI SW FROM CRAB ORCHARD.
 LG0169'1.0 MILE SOUTHWEST ALONG THE ABANDONED CHICAGO, BURLINGTON
 LG0169'AND QUINCY RAILROAD FROM THE STATION AT CRAB ORCHARD, JOHNSON
 LG0169'COUNTY, 100 YARDS SOUTH OF A CEMETERY, AT A ROAD CROSSING,
 LG0169'54 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 36 FEET NORTH
 LG0169'OF THE CENTERLINE OF THE OLD ROADBED.  A STANDARD DISK, STAMPED
 LG0169'J 176 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0169
 LG0169                          STATION RECOVERY (1964)
 LG0169
 LG0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LG0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0487 ***********************************************************************
 LF0487  DESIGNATION -  J 177
 LF0487  PID         -  LF0487
 LF0487  STATE/COUNTY-  NE/NEMAHA
 LF0487  USGS QUAD   -  AUBURN (1966)
 LF0487
 LF0487                         *CURRENT SURVEY CONTROL
 LF0487  ___________________________________________________________________
 LF0487* NAD 83(1986)-  40 26 57.     (N)    095 51 50.     (W)     SCALED    
 LF0487* NAVD 88     -       286.727  (meters)     940.70   (feet)  ADJUSTED  
 LF0487  ___________________________________________________________________
 LF0487  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LF0487  DYNAMIC HT  -         286.575 (meters)     940.20  (feet)  COMP
 LF0487  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 LF0487
 LF0487  VERT ORDER  -  SECOND    CLASS 0
 LF0487
 LF0487.The horizontal coordinates were scaled from a topographic map and have
 LF0487.an estimated accuracy of +/- 6 seconds.
 LF0487
 LF0487.The orthometric height was determined by differential leveling
 LF0487.and adjusted by the National Geodetic Survey in June 1991..
 LF0487
 LF0487.The geoid height was determined by GEOID03.
 LF0487
 LF0487.The dynamic height is computed by dividing the NAVD 88
 LF0487.geopotential number by the normal gravity value computed on the
 LF0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0487.degrees latitude (g = 980.6199 gals.).
 LF0487
 LF0487.The modeled gravity was interpolated from observed gravity values.
 LF0487
 LF0487;                    North         East    Units  Estimated Accuracy
 LF0487;SPC NE       -    76,770.      850,680.      MT  (+/- 180 meters Scaled)
 LF0487
 LF0487                          SUPERSEDED SURVEY CONTROL
 LF0487
 LF0487  NGVD 29 (??/??/92)  286.638  (m)          940.41   (f) ADJ UNCH    2 0
 LF0487
 LF0487.Superseded values are not recommended for survey control.
 LF0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0487.See file dsdata.txt to determine how the superseded data were derived.
 LF0487
 LF0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE571815(NAD 83)
 LF0487_MARKER: DB = BENCH MARK DISK
 LF0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0487_SP_SET: CULVERT
 LF0487_STAMPING: J 177 1934
 LF0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0487
 LF0487  HISTORY     - Date     Condition        Report By
 LF0487  HISTORY     - 1934     MONUMENTED       CGS
 LF0487  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0487
 LF0487                          STATION DESCRIPTION
 LF0487
 LF0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0487'5.5 MI N FROM AUBURN.
 LF0487'5.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0487'COURTHOUSE AT AUBURN, NEMAHA COUNTY, 9 RAILS NORTH OF POLE
 LF0487'418/20, AT A CONCRETE CULVERT, AND IN THE TOP OF THE WEST
 LF0487'HEADWALL.  A STANDARD DISK, STAMPED J 177 1934.
 LF0487
 LF0487                          STATION RECOVERY (1964)
 LF0487
 LF0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0401 ***********************************************************************
 LF0401  DESIGNATION -  J 178
 LF0401  PID         -  LF0401
 LF0401  STATE/COUNTY-  NE/RICHARDSON
 LF0401  USGS QUAD   -  RULO (1965)
 LF0401
 LF0401                         *CURRENT SURVEY CONTROL
 LF0401  ___________________________________________________________________
 LF0401* NAD 83(1986)-  40 02 59.     (N)    095 26 41.     (W)     SCALED    
 LF0401* NAVD 88     -       286.789  (meters)     940.91   (feet)  ADJUSTED  
 LF0401  ___________________________________________________________________
 LF0401  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LF0401  DYNAMIC HT  -         286.631 (meters)     940.39  (feet)  COMP
 LF0401  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 LF0401
 LF0401  VERT ORDER  -  SECOND    CLASS 0
 LF0401
 LF0401.The horizontal coordinates were scaled from a topographic map and have
 LF0401.an estimated accuracy of +/- 6 seconds.
 LF0401
 LF0401.The orthometric height was determined by differential leveling
 LF0401.and adjusted by the National Geodetic Survey in June 1991..
 LF0401
 LF0401.The geoid height was determined by GEOID03.
 LF0401
 LF0401.The dynamic height is computed by dividing the NAVD 88
 LF0401.geopotential number by the normal gravity value computed on the
 LF0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0401.degrees latitude (g = 980.6199 gals.).
 LF0401
 LF0401.The modeled gravity was interpolated from observed gravity values.
 LF0401
 LF0401;                    North         East    Units  Estimated Accuracy
 LF0401;SPC NE       -    34,270.      888,520.      MT  (+/- 180 meters Scaled)
 LF0401
 LF0401                          SUPERSEDED SURVEY CONTROL
 LF0401
 LF0401  NGVD 29 (??/??/92)  286.726  (m)          940.70   (f) ADJ UNCH    2 0
 LF0401
 LF0401.Superseded values are not recommended for survey control.
 LF0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0401.See file dsdata.txt to determine how the superseded data were derived.
 LF0401
 LF0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE914361(NAD 83)
 LF0401_MARKER: DB = BENCH MARK DISK
 LF0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0401_STAMPING: J 178 1934
 LF0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0401+STABILITY: SURFACE MOTION
 LF0401
 LF0401  HISTORY     - Date     Condition        Report By
 LF0401  HISTORY     - 1934     MONUMENTED       CGS
 LF0401  HISTORY     - 1947     GOOD             NGS
 LF0401  HISTORY     - 1948     GOOD             NGS
 LF0401
 LF0401                          STATION DESCRIPTION
 LF0401
 LF0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0401'1.1 MI W FROM RULO.
 LF0401'1.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0401'FROM THE STATION AT RULO, IN THE SOUTHEAST ANGLE OF THE CROSSING
 LF0401'OF A NORTH-SOUTH DIRT ROAD, 82.0 FEET SOUTH OF THE SOUTH RAIL
 LF0401'OF THE TRACK, 34.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 LF0401'ROAD, 23.7 FEET SOUTHEAST OF THE CENTER OF THE EAST END OF A
 LF0401'3-FOOT CONCRETE PIPE CULVERT UNDER THE ROAD, 6.0 FEET NORTHEAST
 LF0401'OF A CONCRETE RIGHT OF WAY FENCE CORNER POST, 2.5 FEET NORTHWEST
 LF0401'OF A SHORT SECTION OF NORTHEAST-SOUTHWEST RIGHT OF WAY FENCE,
 LF0401'2.0 FEET SOUTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST
 LF0401'ABOUT THE SAME ELEVATION AS THE ROAD AND ABOUT 1 FOOT UNDERGROUND.
 LF0401
 LF0401                          STATION RECOVERY (1948)
 LF0401
 LF0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LF0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0446 ***********************************************************************
 NN0446  DESIGNATION -  J 18
 NN0446  PID         -  NN0446
 NN0446  STATE/COUNTY-  NE/ROCK
 NN0446  USGS QUAD   -  STOCKDALE LAKE (1982)
 NN0446
 NN0446                         *CURRENT SURVEY CONTROL
 NN0446  ___________________________________________________________________
 NN0446* NAD 83(1986)-  42 18 12.     (N)    099 28 41.     (W)     SCALED    
 NN0446* NAVD 88     -       757.839  (meters)    2486.34   (feet)  ADJUSTED  
 NN0446  ___________________________________________________________________
 NN0446  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 NN0446  DYNAMIC HT  -         757.514 (meters)    2485.28  (feet)  COMP
 NN0446  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 NN0446
 NN0446  VERT ORDER  -  FIRST     CLASS II
 NN0446
 NN0446.The horizontal coordinates were scaled from a topographic map and have
 NN0446.an estimated accuracy of +/- 6 seconds.
 NN0446
 NN0446.The orthometric height was determined by differential leveling
 NN0446.and adjusted by the National Geodetic Survey in June 1991..
 NN0446
 NN0446.The geoid height was determined by GEOID03.
 NN0446
 NN0446.The dynamic height is computed by dividing the NAVD 88
 NN0446.geopotential number by the normal gravity value computed on the
 NN0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0446.degrees latitude (g = 980.6199 gals.).
 NN0446
 NN0446.The modeled gravity was interpolated from observed gravity values.
 NN0446
 NN0446;                    North         East    Units  Estimated Accuracy
 NN0446;SPC NE       -   274,370.      543,030.      MT  (+/- 180 meters Scaled)
 NN0446
 NN0446                          SUPERSEDED SURVEY CONTROL
 NN0446
 NN0446  NGVD 29 (??/??/92)  757.584  (m)         2485.51   (f) ADJ UNCH    1 2
 NN0446
 NN0446.Superseded values are not recommended for survey control.
 NN0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0446.See file dsdata.txt to determine how the superseded data were derived.
 NN0446
 NN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM605835(NAD 83)
 NN0446_MARKER: DB = BENCH MARK DISK
 NN0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0446_STAMPING: 2485.507 J 18 1933
 NN0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0446+STABILITY: SURFACE MOTION
 NN0446
 NN0446  HISTORY     - Date     Condition        Report By
 NN0446  HISTORY     - 1933     MONUMENTED       CGS
 NN0446
 NN0446                          STATION DESCRIPTION
 NN0446
 NN0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0446'21 MI S FROM BASSETT.
 NN0446'ABOUT 21 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM BASSETT, ROCK
 NN0446'COUNTY, ABOUT 2 MILES SOUTHEAST OF DISTRICT SCHOOL 42, ABOUT
 NN0446'1/2 MILE EAST OF A SMALL LAKE, AT A CURVE, ABOUT 100 YARDS SOUTH
 NN0446'OF A GATE TO A FIELD, 57 FEET SOUTHEAST OF THE SOUTHERNMOST ONE
 NN0446'OF THREE COTTONWOOD TREES, 51 FEET NORTHEAST OF THE CENTER LINE
 NN0446'OF THE HIGHWAY, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK,
 NN0446'STAMPED 2485.507 J 18 1933 AND SET IN THE TOP OF A CONCRETE POST
 NN0446'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0271 ***********************************************************************
 NN0271  DESIGNATION -  J 19
 NN0271  PID         -  NN0271
 NN0271  STATE/COUNTY-  NE/HOLT
 NN0271  USGS QUAD   -  MEEK (1954)
 NN0271
 NN0271                         *CURRENT SURVEY CONTROL
 NN0271  ___________________________________________________________________
 NN0271* NAD 83(1986)-  42 41 21.     (N)    098 39 26.     (W)     SCALED    
 NN0271* NAVD 88     -       566.254  (meters)    1857.79   (feet)  ADJUSTED  
 NN0271  ___________________________________________________________________
 NN0271  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 NN0271  DYNAMIC HT  -         566.045 (meters)    1857.10  (feet)  COMP
 NN0271  MODELED GRAV-     980,234.2   (mgal)                       NAVD 88
 NN0271
 NN0271  VERT ORDER  -  FIRST     CLASS II
 NN0271
 NN0271.The horizontal coordinates were scaled from a topographic map and have
 NN0271.an estimated accuracy of +/- 6 seconds.
 NN0271
 NN0271.The orthometric height was determined by differential leveling
 NN0271.and adjusted by the National Geodetic Survey in June 1991..
 NN0271
 NN0271.The geoid height was determined by GEOID03.
 NN0271
 NN0271.The dynamic height is computed by dividing the NAVD 88
 NN0271.geopotential number by the normal gravity value computed on the
 NN0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0271.degrees latitude (g = 980.6199 gals.).
 NN0271
 NN0271.The modeled gravity was interpolated from observed gravity values.
 NN0271
 NN0271;                    North         East    Units  Estimated Accuracy
 NN0271;SPC NE       -   317,950.      610,020.      MT  (+/- 180 meters Scaled)
 NN0271
 NN0271                          SUPERSEDED SURVEY CONTROL
 NN0271
 NN0271  NGVD 29 (??/??/92)  566.015  (m)         1857.00   (f) ADJ UNCH    1 2
 NN0271
 NN0271.Superseded values are not recommended for survey control.
 NN0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0271.See file dsdata.txt to determine how the superseded data were derived.
 NN0271
 NN0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN280263(NAD 83)
 NN0271_MARKER: DB = BENCH MARK DISK
 NN0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0271_STAMPING: 1857.001 J 19 1933
 NN0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0271+STABILITY: SURFACE MOTION
 NN0271
 NN0271  HISTORY     - Date     Condition        Report By
 NN0271  HISTORY     - 1933     MONUMENTED       CGS
 NN0271  HISTORY     - 1953     MARK NOT FOUND   USGS
 NN0271
 NN0271                          STATION DESCRIPTION
 NN0271
 NN0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0271'13.9 MI SE FROM SPENCER.
 NN0271'IN HOLT COUNTY, 13.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 281 FROM
 NN0271'SPENCER, BOYD COUNTY, 0.5 MILE SOUTH OF MEEK, 0.5 MILE NORTH OF A
 NN0271'ROAD INTERSECTION, 40 FEET EAST OF THE CENTER LINE OF THE
 NN0271'HIGHWAY, 10 FEET EAST OF A FENCE CORNER, AND 2 FEET SOUTH OF THE
 NN0271'FENCE.  A STANDARD DISK, STAMPED 1857.001 J 19 1933 AND SET IN
 NN0271'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NN0271
 NN0271                          STATION RECOVERY (1953)
 NN0271
 NN0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NN0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0153 ***********************************************************************
 NN0153  DESIGNATION -  J 2
 NN0153  PID         -  NN0153
 NN0153  STATE/COUNTY-  NE/ANTELOPE
 NN0153  USGS QUAD   -  ORCHARD (1986)
 NN0153
 NN0153                         *CURRENT SURVEY CONTROL
 NN0153  ___________________________________________________________________
 NN0153* NAD 83(1986)-  42 20 07.     (N)    098 13 44.     (W)     SCALED    
 NN0153* NAVD 88     -       591.801  (meters)    1941.60   (feet)  ADJUSTED  
 NN0153  ___________________________________________________________________
 NN0153  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 NN0153  DYNAMIC HT  -         591.560 (meters)    1940.81  (feet)  COMP
 NN0153  MODELED GRAV-     980,195.4   (mgal)                       NAVD 88
 NN0153
 NN0153  VERT ORDER  -  FIRST     CLASS II
 NN0153
 NN0153.The horizontal coordinates were scaled from a topographic map and have
 NN0153.an estimated accuracy of +/- 6 seconds.
 NN0153
 NN0153.The orthometric height was determined by differential leveling
 NN0153.and adjusted by the National Geodetic Survey in June 1991..
 NN0153
 NN0153.The geoid height was determined by GEOID03.
 NN0153
 NN0153.The dynamic height is computed by dividing the NAVD 88
 NN0153.geopotential number by the normal gravity value computed on the
 NN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0153.degrees latitude (g = 980.6199 gals.).
 NN0153
 NN0153.The modeled gravity was interpolated from observed gravity values.
 NN0153
 NN0153;                    North         East    Units  Estimated Accuracy
 NN0153;SPC NE       -   279,280.      645,920.      MT  (+/- 180 meters Scaled)
 NN0153
 NN0153                          SUPERSEDED SURVEY CONTROL
 NN0153
 NN0153.No superseded survey control is available for this station.
 NN0153
 NN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM635872(NAD 83)
 NN0153_MARKER: DB = BENCH MARK DISK
 NN0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0153+STABILITY: SURFACE MOTION
 NN0153
 NN0153  HISTORY     - Date     Condition        Report By
 NN0153  HISTORY     - UNK      MONUMENTED       CGS
 NN0153  HISTORY     - 1946     MARK NOT FOUND   NGS
 NN0153
 NN0153                          STATION DESCRIPTION
 NN0153
 NN0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0153'AT ORCHARD.
 NN0153'AT ORCHARD, ANTELOPE COUNTY, 64 YARDS EAST OF THE CHICAGO,
 NN0153'BURLINGTON AND QUINCY RAILROAD STATION, 27 FEET SOUTH OF THE
 NN0153'SIDING, AND 17 FEET NORTH OF THE MAIN TRACK.  THE BOTTOM OF A
 NN0153'SQUARE HOLE SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE
 NN0153'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0119 ***********************************************************************
 NO0119  DESIGNATION -  J 20
 NO0119  PID         -  NO0119
 NO0119  STATE/COUNTY-  NE/CHERRY
 NO0119  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0119
 NO0119                         *CURRENT SURVEY CONTROL
 NO0119  ___________________________________________________________________
 NO0119* NAD 83(1986)-  42 52 33.     (N)    100 32 48.     (W)     SCALED    
 NO0119* NAVD 88     -       786.372  (meters)    2579.96   (feet)  ADJUSTED  
 NO0119  ___________________________________________________________________
 NO0119  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 NO0119  DYNAMIC HT  -         786.059 (meters)    2578.93  (feet)  COMP
 NO0119  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 NO0119
 NO0119  VERT ORDER  -  FIRST     CLASS II
 NO0119
 NO0119.The horizontal coordinates were scaled from a topographic map and have
 NO0119.an estimated accuracy of +/- 6 seconds.
 NO0119
 NO0119.The orthometric height was determined by differential leveling
 NO0119.and adjusted by the National Geodetic Survey in June 1991..
 NO0119.WARNING-Repeat measurements at this control monument indicate possible
 NO0119.vertical movement.
 NO0119
 NO0119.The geoid height was determined by GEOID03.
 NO0119
 NO0119.The dynamic height is computed by dividing the NAVD 88
 NO0119.geopotential number by the normal gravity value computed on the
 NO0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0119.degrees latitude (g = 980.6199 gals.).
 NO0119
 NO0119.The modeled gravity was interpolated from observed gravity values.
 NO0119
 NO0119;                    North         East    Units  Estimated Accuracy
 NO0119;SPC NE       -   337,970.      455,340.      MT  (+/- 180 meters Scaled)
 NO0119
 NO0119                          SUPERSEDED SURVEY CONTROL
 NO0119
 NO0119  NGVD 29 (??/??/92)  786.084  (m)         2579.01   (f) ADJ UNCH    1 2
 NO0119
 NO0119.Superseded values are not recommended for survey control.
 NO0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0119.See file dsdata.txt to determine how the superseded data were derived.
 NO0119
 NO0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN736481(NAD 83)
 NO0119_MARKER: DB = BENCH MARK DISK
 NO0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0119_SP_SET: CONCRETE POST
 NO0119_STAMPING: J 20 1933 2579.011
 NO0119_MARK LOGO: CGS   
 NO0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0119+STABILITY: SURFACE MOTION
 NO0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0119+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1991
 NO0119
 NO0119  HISTORY     - Date     Condition        Report By
 NO0119  HISTORY     - 1933     MONUMENTED       CGS
 NO0119  HISTORY     - 1957     GOOD             NGS
 NO0119  HISTORY     - 19910803 GOOD             NGS
 NO0119
 NO0119                          STATION DESCRIPTION
 NO0119
 NO0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0119'AT VALENTINE.
 NO0119'AT VALENTINE, IN SECTION 31, T. 34 N., R. 27 W., AT THE SOUTHWEST
 NO0119'CORNER OF THE INTERSECTION OF EAST FOURTH STREET AND NORTH RAY
 NO0119'STREET, AT THE NORTHEAST CORNER OF THE HIGH SCHOOL GROUNDS, 113
 NO0119'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MOST NORTHERLY
 NO0119'OF THREE SCHOOL BUILDINGS, 43 FEET SOUTH OF THE CENTER LINE OF
 NO0119'EAST FOURTH, 35 FEET WEST OF THE CENTER LINE OF NORTH RAY STREET,
 NO0119'57 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE STREETS,
 NO0119'2 1/2 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 2 1/2 FEET WEST
 NO0119'OF THE WEST EDGE OF A SIDEWALK, ABOUT LEVEL WITH THE SIDEWALKS
 NO0119'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
 NO0119
 NO0119                          STATION RECOVERY (1991)
 NO0119
 NO0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0119'IN VALENTINE, AT 323 RAY STREET, 12.6 M (41.3 FT) SOUTH OF AND LEVEL
 NO0119'WITH THE CENTER OF 4TH STREET, 10.5 M (34.4 FT) WEST OF THE CENTER OF
 NO0119'RAY STREET, 9.1 M (29.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 NO0119'HOUSE AT 323 RAY STREET, 5.4 M (17.7 FT) SOUTHWEST OF UTILITY LIGHT
 NO0119'POLE NUMBER 14456000, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 NO0119'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0121 ***********************************************************************
 NO0121  DESIGNATION -  J 20 X
 NO0121  PID         -  NO0121
 NO0121  STATE/COUNTY-  NE/CHERRY
 NO0121  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0121
 NO0121                         *CURRENT SURVEY CONTROL
 NO0121  ___________________________________________________________________
 NO0121* NAD 83(1986)-  42 52 55.     (N)    100 32 00.     (W)     SCALED    
 NO0121* NAVD 88     -       782.714  (meters)    2567.95   (feet)  ADJUSTED  
 NO0121  ___________________________________________________________________
 NO0121  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 NO0121  DYNAMIC HT  -         782.403 (meters)    2566.93  (feet)  COMP
 NO0121  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 NO0121
 NO0121  VERT ORDER  -  FIRST     CLASS II
 NO0121
 NO0121.The horizontal coordinates were scaled from a topographic map and have
 NO0121.an estimated accuracy of +/- 6 seconds.
 NO0121
 NO0121.The orthometric height was determined by differential leveling
 NO0121.and adjusted by the National Geodetic Survey in June 1991..
 NO0121
 NO0121.The geoid height was determined by GEOID03.
 NO0121
 NO0121.The dynamic height is computed by dividing the NAVD 88
 NO0121.geopotential number by the normal gravity value computed on the
 NO0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0121.degrees latitude (g = 980.6199 gals.).
 NO0121
 NO0121.The modeled gravity was interpolated from observed gravity values.
 NO0121
 NO0121;                    North         East    Units  Estimated Accuracy
 NO0121;SPC NE       -   338,640.      456,430.      MT  (+/- 180 meters Scaled)
 NO0121
 NO0121                          SUPERSEDED SURVEY CONTROL
 NO0121
 NO0121  NGVD 29 (??/??/92)  782.429  (m)         2567.02   (f) ADJ UNCH    1 2
 NO0121
 NO0121.Superseded values are not recommended for survey control.
 NO0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0121.See file dsdata.txt to determine how the superseded data were derived.
 NO0121
 NO0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN747488(NAD 83)
 NO0121_MARKER: DB = BENCH MARK DISK
 NO0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0121_STAMPING: J 20 X 1957
 NO0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0121+STABILITY: SURFACE MOTION
 NO0121
 NO0121  HISTORY     - Date     Condition        Report By
 NO0121  HISTORY     - 1957     MONUMENTED       CGS
 NO0121  HISTORY     - 19910803 MARK NOT FOUND   NGS
 NO0121
 NO0121                          STATION DESCRIPTION
 NO0121
 NO0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0121'0.9 MI E FROM VALENTINE.
 NO0121'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE
 NO0121'AT VALENTINE, AT THE JUNCTION OF A ROAD LEADING NORTH TO THE FISH
 NO0121'HATCHERY, 93 FEET NORTH OF THE CNETER OF THE JUNCTION, 55 FEET
 NO0121'WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET EAST OF
 NO0121'THE CENTER LINE OF THE ROAD NORTH, 4 FEET SOUTH OF THE CENTER POST
 NO0121'OF A SIGN BOARD AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 NO0121'INCHES.
 NO0121
 NO0121                          STATION RECOVERY (1991)
 NO0121
 NO0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0121'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0755 ***********************************************************************
 LH0755  DESIGNATION -  J 200
 LH0755  PID         -  LH0755
 LH0755  STATE/COUNTY-  NE/FURNAS
 LH0755  USGS QUAD   -  HENDLEY (1958)
 LH0755
 LH0755                         *CURRENT SURVEY CONTROL
 LH0755  ___________________________________________________________________
 LH0755* NAD 83(1986)-  40 07 36.     (N)    099 55 52.     (W)     SCALED    
 LH0755* NAVD 88     -       675.683  (meters)    2216.80   (feet)  ADJUSTED  
 LH0755  ___________________________________________________________________
 LH0755  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 LH0755  DYNAMIC HT  -         675.247 (meters)    2215.37  (feet)  COMP
 LH0755  MODELED GRAV-     979,958.9   (mgal)                       NAVD 88
 LH0755
 LH0755  VERT ORDER  -  SECOND    CLASS 0
 LH0755
 LH0755.The horizontal coordinates were scaled from a topographic map and have
 LH0755.an estimated accuracy of +/- 6 seconds.
 LH0755
 LH0755.The orthometric height was determined by differential leveling
 LH0755.and adjusted by the National Geodetic Survey in June 1991..
 LH0755
 LH0755.The geoid height was determined by GEOID03.
 LH0755
 LH0755.The dynamic height is computed by dividing the NAVD 88
 LH0755.geopotential number by the normal gravity value computed on the
 LH0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0755.degrees latitude (g = 980.6199 gals.).
 LH0755
 LH0755.The modeled gravity was interpolated from observed gravity values.
 LH0755
 LH0755;                    North         East    Units  Estimated Accuracy
 LH0755;SPC NE       -    32,570.      505,870.      MT  (+/- 180 meters Scaled)
 LH0755
 LH0755                          SUPERSEDED SURVEY CONTROL
 LH0755
 LH0755  NGVD 29 (??/??/92)  675.416  (m)         2215.93   (f) ADJ UNCH    2 0
 LH0755
 LH0755.Superseded values are not recommended for survey control.
 LH0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0755.See file dsdata.txt to determine how the superseded data were derived.
 LH0755
 LH0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK206422(NAD 83)
 LH0755_MARKER: DB = BENCH MARK DISK
 LH0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0755_STAMPING: J 200 1934
 LH0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0755+STABILITY: SURFACE MOTION
 LH0755
 LH0755  HISTORY     - Date     Condition        Report By
 LH0755  HISTORY     - 1934     MONUMENTED       CGS
 LH0755  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0755
 LH0755                          STATION DESCRIPTION
 LH0755
 LH0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0755'2.1 MI E FROM HENDLEY.
 LH0755'ABOUT 2.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0755'RAILROAD FROM THE STATION AT HENDLEY, FURNAS COUNTY, ABOUT
 LH0755'4 POLES WEST OF MILEPOST 26, ABOUT 140 FEET NORTH OF THE
 LH0755'TRESTLE AT MILEAGE 26.14, AT A ROAD CROSSING, ON THE SOUTH
 LH0755'SLOPE OF A HILL, AND 25 FEET WEST OF THE CENTER LINE OF THE
 LH0755'ROAD.  A STANDARD DISK, STAMPED J 200 1934 AND SET IN THE TOP
 LH0755'OF A CONCRETE POST.
 LH0755
 LH0755                          STATION RECOVERY (1986)
 LH0755
 LH0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0755'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0341 ***********************************************************************
 LH0341  DESIGNATION -  J 201
 LH0341  PID         -  LH0341
 LH0341  STATE/COUNTY-  NE/FRANKLIN
 LH0341  USGS QUAD   -  FRANKLIN (1974)
 LH0341
 LH0341                         *CURRENT SURVEY CONTROL
 LH0341  ___________________________________________________________________
 LH0341* NAD 83(1986)-  40 02 46.     (N)    098 56 01.     (W)     SCALED    
 LH0341* NAVD 88     -       596.795  (meters)    1957.98   (feet)  ADJUSTED  
 LH0341  ___________________________________________________________________
 LH0341  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 LH0341  DYNAMIC HT  -         596.418 (meters)    1956.75  (feet)  COMP
 LH0341  MODELED GRAV-     979,975.4   (mgal)                       NAVD 88
 LH0341
 LH0341  VERT ORDER  -  SECOND    CLASS 0
 LH0341
 LH0341.The horizontal coordinates were scaled from a topographic map and have
 LH0341.an estimated accuracy of +/- 6 seconds.
 LH0341
 LH0341.The orthometric height was determined by differential leveling
 LH0341.and adjusted by the National Geodetic Survey in June 1991..
 LH0341
 LH0341.The geoid height was determined by GEOID03.
 LH0341
 LH0341.The dynamic height is computed by dividing the NAVD 88
 LH0341.geopotential number by the normal gravity value computed on the
 LH0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0341.degrees latitude (g = 980.6199 gals.).
 LH0341
 LH0341.The modeled gravity was interpolated from observed gravity values.
 LH0341
 LH0341;                    North         East    Units  Estimated Accuracy
 LH0341;SPC NE       -    24,190.      591,000.      MT  (+/- 180 meters Scaled)
 LH0341
 LH0341                          SUPERSEDED SURVEY CONTROL
 LH0341
 LH0341  NGVD 29 (??/??/92)  596.556  (m)         1957.20   (f) ADJ UNCH    2 0
 LH0341
 LH0341.Superseded values are not recommended for survey control.
 LH0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0341.See file dsdata.txt to determine how the superseded data were derived.
 LH0341
 LH0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK056328(NAD 83)
 LH0341_MARKER: DB = BENCH MARK DISK
 LH0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0341_STAMPING: J 201 1934
 LH0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0341+STABILITY: SURFACE MOTION
 LH0341
 LH0341  HISTORY     - Date     Condition        Report By
 LH0341  HISTORY     - 1934     MONUMENTED       NEGS
 LH0341
 LH0341                          STATION DESCRIPTION
 LH0341
 LH0341'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1934
 LH0341'3.2 MI S FROM FRANKLIN.
 LH0341'3.2 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE CHICAGO,
 LH0341'BURLINGTON AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN
 LH0341'COUNTY, AT THE SOUTH END OF A CUT AND THE NORTH END OF A FILL,
 LH0341'100 FEET NORTH OF A ROAD INTERSECTION, AND 42 FEET WEST OF THE
 LH0341'CENTER LINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 LH0341'STAMPED J 201 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0045 ***********************************************************************
 ML0045  DESIGNATION -  J 206
 ML0045  PID         -  ML0045
 ML0045  STATE/COUNTY-  NE/BOONE
 ML0045  USGS QUAD   -  ALBION WEST (1985)
 ML0045
 ML0045                         *CURRENT SURVEY CONTROL
 ML0045  ___________________________________________________________________
 ML0045* NAD 83(1986)-  41 41 40.     (N)    098 00 08.     (W)     SCALED    
 ML0045* NAVD 88     -       534.961  (meters)    1755.12   (feet)  ADJUSTED  
 ML0045  ___________________________________________________________________
 ML0045  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 ML0045  DYNAMIC HT  -         534.727 (meters)    1754.35  (feet)  COMP
 ML0045  MODELED GRAV-     980,168.0   (mgal)                       NAVD 88
 ML0045
 ML0045  VERT ORDER  -  SECOND    CLASS 0
 ML0045
 ML0045.The horizontal coordinates were scaled from a topographic map and have
 ML0045.an estimated accuracy of +/- 6 seconds.
 ML0045
 ML0045.The orthometric height was determined by differential leveling
 ML0045.and adjusted by the National Geodetic Survey in June 1991..
 ML0045
 ML0045.The geoid height was determined by GEOID03.
 ML0045
 ML0045.The dynamic height is computed by dividing the NAVD 88
 ML0045.geopotential number by the normal gravity value computed on the
 ML0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0045.degrees latitude (g = 980.6199 gals.).
 ML0045
 ML0045.The modeled gravity was interpolated from observed gravity values.
 ML0045
 ML0045;                    North         East    Units  Estimated Accuracy
 ML0045;SPC NE       -   208,550.      666,240.      MT  (+/- 180 meters Scaled)
 ML0045
 ML0045                          SUPERSEDED SURVEY CONTROL
 ML0045
 ML0045  NGVD 29 (??/??/92)  534.749  (m)         1754.42   (f) ADJ UNCH    2 0
 ML0045
 ML0045.Superseded values are not recommended for survey control.
 ML0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0045.See file dsdata.txt to determine how the superseded data were derived.
 ML0045
 ML0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM830163(NAD 83)
 ML0045_MARKER: DB = BENCH MARK DISK
 ML0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0045_SP_SET: WALL
 ML0045_STAMPING: J 206 1939
 ML0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0045
 ML0045  HISTORY     - Date     Condition        Report By
 ML0045  HISTORY     - 1939     MONUMENTED       CGS
 ML0045
 ML0045                          STATION DESCRIPTION
 ML0045
 ML0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0045'AT ALBION.
 ML0045'AT ALBION, BOONE COUNTY, AT THE POST OFFICE, IN THE NORTH BRICK
 ML0045'WALL, 21 FEET EAST OF THE MAIN ENTRANCE, 10 FEET WEST OF THE
 ML0045'NORTHEAST CORNER OF THE BUILDING, AND 4 FEET ABOVE THE GROUND.  A
 ML0045'STANDARD DISK, STAMPED J 206 1939 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0828 ***********************************************************************
 LH0828  DESIGNATION -  J 207 RESET
 LH0828  PID         -  LH0828
 LH0828  STATE/COUNTY-  NE/DAWSON
 LH0828  USGS QUAD   -  BUFFALO (1962)
 LH0828
 LH0828                         *CURRENT SURVEY CONTROL
 LH0828  ___________________________________________________________________
 LH0828* NAD 83(1986)-  40 56 43.     (N)    099 45 08.     (W)     SCALED    
 LH0828* NAVD 88     -       784.42   (meters)    2573.6    (feet)  RESET     
 LH0828  ___________________________________________________________________
 LH0828  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 LH0828
 LH0828  VERT ORDER  -  THIRD
 LH0828
 LH0828.The horizontal coordinates were scaled from a topographic map and have
 LH0828.an estimated accuracy of +/- 6 seconds.
 LH0828
 LH0828.The orthometric height was computed from unverified reset data.
 LH0828
 LH0828.The geoid height was determined by GEOID03.
 LH0828
 LH0828;                    North         East    Units  Estimated Accuracy
 LH0828;SPC NE       -   123,490.      520,860.      MT  (+/- 180 meters Scaled)
 LH0828
 LH0828                          SUPERSEDED SURVEY CONTROL
 LH0828
 LH0828  NGVD 29 (??/??/??)  784.12   (m)         2572.6    (f) RESET       3  
 LH0828
 LH0828.Superseded values are not recommended for survey control.
 LH0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0828.See file dsdata.txt to determine how the superseded data were derived.
 LH0828
 LH0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML366329(NAD 83)
 LH0828_MARKER: DB = BENCH MARK DISK
 LH0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0828_STAMPING: J 207 RESET 1968
 LH0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0828+STABILITY: SURFACE MOTION
 LH0828
 LH0828  HISTORY     - Date     Condition        Report By
 LH0828  HISTORY     - 1968     MONUMENTED       LOCSUR
 LH0828
 LH0828                          STATION DESCRIPTION
 LH0828
 LH0828'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 LH0828'11.7 MI N FROM LEXINGTON.
 LH0828'11.7 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE
 LH0828'AT LEXINGTON, 121 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LH0828'135 FEET FROM THE CENTER LINE OF A 4 FOOT PIPE CULVERT,
 LH0828'1 FOOT WEST OF A FENCE LINE, BELIEVED TO BE SET IN THE
 LH0828'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0021 ***********************************************************************
 LG0021  DESIGNATION -  J 208
 LG0021  PID         -  LG0021
 LG0021  STATE/COUNTY-  NE/OTOE
 LG0021  USGS QUAD   -  SYRACUSE (1966)
 LG0021
 LG0021                         *CURRENT SURVEY CONTROL
 LG0021  ___________________________________________________________________
 LG0021* NAD 83(1986)-  40 40 14.     (N)    096 14 14.     (W)     SCALED    
 LG0021* NAVD 88     -       322.960  (meters)    1059.58   (feet)  ADJUSTED  
 LG0021  ___________________________________________________________________
 LG0021  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 LG0021  DYNAMIC HT  -         322.804 (meters)    1059.07  (feet)  COMP
 LG0021  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 LG0021
 LG0021  VERT ORDER  -  FIRST     CLASS II
 LG0021
 LG0021.The horizontal coordinates were scaled from a topographic map and have
 LG0021.an estimated accuracy of +/- 6 seconds.
 LG0021
 LG0021.The orthometric height was determined by differential leveling
 LG0021.and adjusted by the National Geodetic Survey in May 1993..
 LG0021
 LG0021.The geoid height was determined by GEOID03.
 LG0021
 LG0021.The dynamic height is computed by dividing the NAVD 88
 LG0021.geopotential number by the normal gravity value computed on the
 LG0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0021.degrees latitude (g = 980.6199 gals.).
 LG0021
 LG0021.The modeled gravity was interpolated from observed gravity values.
 LG0021
 LG0021;                    North         East    Units  Estimated Accuracy
 LG0021;SPC NE       -    99,880.      817,980.      MT  (+/- 180 meters Scaled)
 LG0021
 LG0021                          SUPERSEDED SURVEY CONTROL
 LG0021
 LG0021  NAVD 88 (06/15/91)  322.978  (m)         1059.64   (f) UNKNOWN     1 2
 LG0021  NGVD 29 (??/??/92)  322.871  (m)         1059.29   (f) ADJ UNCH    1 2
 LG0021
 LG0021.Superseded values are not recommended for survey control.
 LG0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0021.See file dsdata.txt to determine how the superseded data were derived.
 LG0021
 LG0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL335058(NAD 83)
 LG0021_MARKER: DB = BENCH MARK DISK
 LG0021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0021_SP_SET: HEADWALL
 LG0021_STAMPING: J 208 1940
 LG0021_MARK LOGO: CGS   
 LG0021_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0021+STABILITY: SURFACE MOTION
 LG0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0021+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG0021
 LG0021  HISTORY     - Date     Condition        Report By
 LG0021  HISTORY     - 1940     MONUMENTED       CGS
 LG0021  HISTORY     - 19911023 GOOD             NGS
 LG0021
 LG0021                          STATION DESCRIPTION
 LG0021
 LG0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0021'2 MI E FROM UNADILLA.
 LG0021'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0021'FROM THE STATION AT UNADILLA, OTOE COUNTY, AT RAILROAD BRIDGE
 LG0021'30.25, 60 FEET NORTH OF THE CENTERLINE OF THE TRACK, 28 FEET
 LG0021'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 2, AT AN 8-FOOT CONCRETE
 LG0021'CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF THE EAST END OF THE
 LG0021'SOUTH HEADWALL.  A STANDARD DISK, STAMPED J 208 1940.
 LG0021
 LG0021                          STATION RECOVERY (1991)
 LG0021
 LG0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0021'0.3 KM (0.20 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG0021'STATE HIGHWAY 50 IN SYRACUSE, THENCE 4.7 KM (2.90 MI) WESTERLY ALONG
 LG0021'17TH STREET (OLD STATE HIGHWAY 2), IN TOP OF AND 0.2 M (0.7 FT) WEST
 LG0021'OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A BOX CULVERT, 78.0
 LG0021'M (255.9 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 17.8 M (58.4 FT)
 LG0021'NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 6.8 M
 LG0021'(22.3 FT) SOUTH OF THE ROAD CENTERLINE, AND 0.9 M (3.0 FT) BELOW THE
 LG0021'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0233 ***********************************************************************
 NO0233  DESIGNATION -  J 21
 NO0233  PID         -  NO0233
 NO0233  STATE/COUNTY-  NE/CHERRY
 NO0233  USGS QUAD   -  BRUSH HILL (1987)
 NO0233
 NO0233                         *CURRENT SURVEY CONTROL
 NO0233  ___________________________________________________________________
 NO0233* NAD 83(1986)-  42 25 06.     (N)    101 01 11.     (W)     SCALED    
 NO0233* NAVD 88     -       956.303  (meters)    3137.47   (feet)  ADJUSTED  
 NO0233  ___________________________________________________________________
 NO0233  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 NO0233  DYNAMIC HT  -         955.855 (meters)    3136.00  (feet)  COMP
 NO0233  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 NO0233
 NO0233  VERT ORDER  -  FIRST     CLASS II
 NO0233
 NO0233.The horizontal coordinates were scaled from a topographic map and have
 NO0233.an estimated accuracy of +/- 6 seconds.
 NO0233
 NO0233.The orthometric height was determined by differential leveling
 NO0233.and adjusted by the National Geodetic Survey in June 1991..
 NO0233
 NO0233.The geoid height was determined by GEOID03.
 NO0233
 NO0233.The dynamic height is computed by dividing the NAVD 88
 NO0233.geopotential number by the normal gravity value computed on the
 NO0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0233.degrees latitude (g = 980.6199 gals.).
 NO0233
 NO0233.The modeled gravity was interpolated from observed gravity values.
 NO0233
 NO0233;                    North         East    Units  Estimated Accuracy
 NO0233;SPC NE       -   287,510.      416,090.      MT  (+/- 180 meters Scaled)
 NO0233
 NO0233                          SUPERSEDED SURVEY CONTROL
 NO0233
 NO0233  NGVD 29 (??/??/92)  955.993  (m)         3136.45   (f) ADJ UNCH    1 2
 NO0233
 NO0233.Superseded values are not recommended for survey control.
 NO0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0233.See file dsdata.txt to determine how the superseded data were derived.
 NO0233
 NO0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM338982(NAD 83)
 NO0233_MARKER: DB = BENCH MARK DISK
 NO0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0233_STAMPING: 3136.454 J 21 1933
 NO0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0233+STABILITY: SURFACE MOTION
 NO0233
 NO0233  HISTORY     - Date     Condition        Report By
 NO0233  HISTORY     - 1933     MONUMENTED       CGS
 NO0233  HISTORY     - 1934     GOOD             NGS
 NO0233  HISTORY     - 1983     MARK NOT FOUND
 NO0233  HISTORY     - 19850812 MARK NOT FOUND   USPSQD
 NO0233  HISTORY     - 19910813 MARK NOT FOUND   NGS
 NO0233
 NO0233                          STATION DESCRIPTION
 NO0233
 NO0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0233'27.5 MI N FROM MULLEN.
 NO0233'IN CHERRY COUNTY, 27.5 MILES NORTH ALONG A DIRT ROAD FROM MULLEN,
 NO0233'HOOKER COUNTY, AT A QUARTER-SECTION LINE, ABOUT 300 FEET SOUTHWEST
 NO0233'OF THE F.P. COATS WHITE RANCHHOUSE, 50 FEET NORTH OF THE
 NO0233'CENTERLINE OF THE ROAD, AND 20 FEET NORTH OF A FENCE CORNER.
 NO0233'A STANDARD DISK, STAMPED 3136.454 J 21 1933 AND SET IN THE TOP OF
 NO0233'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  ABOUT 51.1 MI
 NO0233'SW FROM THE COURTHOUSE AT VALENTINE, CHERRY CO.
 NO0233
 NO0233                          STATION RECOVERY (1934)
 NO0233
 NO0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NO0233'RECOVERED IN GOOD CONDITION.
 NO0233
 NO0233                          STATION RECOVERY (1983)
 NO0233
 NO0233'RECOVERED 1983
 NO0233'MARK NOT FOUND.
 NO0233
 NO0233                          STATION RECOVERY (1985)
 NO0233
 NO0233'RECOVERY NOTE BY US POWER SQUADRON 1985 (JLK)
 NO0233'MARK NOT FOUND.
 NO0233
 NO0233                          STATION RECOVERY (1991)
 NO0233
 NO0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0233'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1226 ***********************************************************************
 MK1226  DESIGNATION -  J 210
 MK1226  PID         -  MK1226
 MK1226  STATE/COUNTY-  NE/PLATTE
 MK1226  USGS QUAD   -  DUNCAN (1976)
 MK1226
 MK1226                         *CURRENT SURVEY CONTROL
 MK1226  ___________________________________________________________________
 MK1226* NAD 83(1986)-  41 25 28.     (N)    097 24 24.     (W)     SCALED    
 MK1226* NAVD 88     -       443.034  (meters)    1453.52   (feet)  ADJUSTED  
 MK1226  ___________________________________________________________________
 MK1226  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 MK1226  DYNAMIC HT  -         442.840 (meters)    1452.88  (feet)  COMP
 MK1226  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 MK1226
 MK1226  VERT ORDER  -  FIRST     CLASS II
 MK1226
 MK1226.The horizontal coordinates were scaled from a topographic map and have
 MK1226.an estimated accuracy of +/- 6 seconds.
 MK1226
 MK1226.The orthometric height was determined by differential leveling
 MK1226.and adjusted by the National Geodetic Survey in June 1991..
 MK1226
 MK1226.The geoid height was determined by GEOID03.
 MK1226
 MK1226.The dynamic height is computed by dividing the NAVD 88
 MK1226.geopotential number by the normal gravity value computed on the
 MK1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1226.degrees latitude (g = 980.6199 gals.).
 MK1226
 MK1226.The modeled gravity was interpolated from observed gravity values.
 MK1226
 MK1226;                    North         East    Units  Estimated Accuracy
 MK1226;SPC NE       -   179,900.      716,680.      MT  (+/- 180 meters Scaled)
 MK1226
 MK1226                          SUPERSEDED SURVEY CONTROL
 MK1226
 MK1226  NGVD 29 (??/??/92)  442.845  (m)         1452.90   (f) ADJ UNCH    1 2
 MK1226
 MK1226.Superseded values are not recommended for survey control.
 MK1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1226.See file dsdata.txt to determine how the superseded data were derived.
 MK1226
 MK1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL331871(NAD 83)
 MK1226_MARKER: DB = BENCH MARK DISK
 MK1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1226_STAMPING: J 210 1940
 MK1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1226+STABILITY: SURFACE MOTION
 MK1226
 MK1226  HISTORY     - Date     Condition        Report By
 MK1226  HISTORY     - 1940     MONUMENTED       CGS
 MK1226
 MK1226                          STATION DESCRIPTION
 MK1226
 MK1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1226'2.5 MI W FROM COLUMBUS.
 MK1226'ON THE RIGHT-OF-WAY OF UNION PACIFIC RAILROAD.  90 FEET WEST
 MK1226'OF MILE POST NO. 87.  88 FEET SOUTH OF CENTER LINE OF MAIN TRACK.
 MK1226'8.0 FEET EAST OF FIRST TELEPHONE POLE WEST OF MILE POST NO. 87.
 MK1226'3.3 FEET WEST OF 4 X 4 INCH WHITE WOODEN POST PROJECTING 1.8
 MK1226'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1385 ***********************************************************************
 MK1385  DESIGNATION -  J 211
 MK1385  PID         -  MK1385
 MK1385  STATE/COUNTY-  NE/MERRICK
 MK1385  USGS QUAD   -  SILVER CREEK (1958)
 MK1385
 MK1385                         *CURRENT SURVEY CONTROL
 MK1385  ___________________________________________________________________
 MK1385* NAD 83(1986)-  41 16 30.     (N)    097 44 12.     (W)     SCALED    
 MK1385* NAVD 88     -       480.317  (meters)    1575.84   (feet)  ADJUSTED  
 MK1385  ___________________________________________________________________
 MK1385  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 MK1385  DYNAMIC HT  -         480.091 (meters)    1575.10  (feet)  COMP
 MK1385  MODELED GRAV-     980,138.2   (mgal)                       NAVD 88
 MK1385
 MK1385  VERT ORDER  -  FIRST     CLASS II
 MK1385
 MK1385.The horizontal coordinates were scaled from a topographic map and have
 MK1385.an estimated accuracy of +/- 6 seconds.
 MK1385
 MK1385.The orthometric height was determined by differential leveling
 MK1385.and adjusted by the National Geodetic Survey in June 1991..
 MK1385
 MK1385.The geoid height was determined by GEOID03.
 MK1385
 MK1385.The dynamic height is computed by dividing the NAVD 88
 MK1385.geopotential number by the normal gravity value computed on the
 MK1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1385.degrees latitude (g = 980.6199 gals.).
 MK1385
 MK1385.The modeled gravity was interpolated from observed gravity values.
 MK1385
 MK1385;                    North         East    Units  Estimated Accuracy
 MK1385;SPC NE       -   162,540.      689,550.      MT  (+/- 180 meters Scaled)
 MK1385
 MK1385                          SUPERSEDED SURVEY CONTROL
 MK1385
 MK1385  NGVD 29 (??/??/92)  480.113  (m)         1575.17   (f) ADJ UNCH    1 2
 MK1385
 MK1385.Superseded values are not recommended for survey control.
 MK1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1385.See file dsdata.txt to determine how the superseded data were derived.
 MK1385
 MK1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL058700(NAD 83)
 MK1385_MARKER: DB = BENCH MARK DISK
 MK1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1385_STAMPING: J 211 1940
 MK1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1385+STABILITY: SURFACE MOTION
 MK1385
 MK1385  HISTORY     - Date     Condition        Report By
 MK1385  HISTORY     - 1940     MONUMENTED       CGS
 MK1385
 MK1385                          STATION DESCRIPTION
 MK1385
 MK1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1385'1 MI NE FROM HAVENS.
 MK1385'1.0 MILE NORTHEAST ALONG UNION PACIFIC RR. FROM STATION SIGN AT
 MK1385'HAVENS.  BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY
 MK1385'NO. 30, 54 FEET NORTH OF CENTERLINE OF HIGHWAY, 42 FEET SOUTH OF
 MK1385'CENTERLINE OF SOUTH MAIN TRACK, 42 FEET NORTHEAST OF MILEPOST
 MK1385'NO. 107, 3.0 FEET SOUTHWEST OF 4 X 4 INCH WHITE WOODEN POST
 MK1385'PROJECTING 1.8 FEET.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1225 ***********************************************************************
 NM1225  DESIGNATION -  J 212
 NM1225  PID         -  NM1225
 NM1225  STATE/COUNTY-  NE/MADISON
 NM1225  USGS QUAD   -  NORFOLK (1976)
 NM1225
 NM1225                         *CURRENT SURVEY CONTROL
 NM1225  ___________________________________________________________________
 NM1225* NAD 83(1986)-  42 00 51.     (N)    097 25 35.     (W)     SCALED    
 NM1225* NAVD 88     -       464.109  (meters)    1522.66   (feet)  ADJUSTED  
 NM1225  ___________________________________________________________________
 NM1225  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 NM1225  DYNAMIC HT  -         463.927 (meters)    1522.07  (feet)  COMP
 NM1225  MODELED GRAV-     980,214.3   (mgal)                       NAVD 88
 NM1225
 NM1225  VERT ORDER  -  FIRST     CLASS II
 NM1225
 NM1225.The horizontal coordinates were scaled from a topographic map and have
 NM1225.an estimated accuracy of +/- 6 seconds.
 NM1225
 NM1225.The orthometric height was determined by differential leveling
 NM1225.and adjusted by the National Geodetic Survey in June 1991..
 NM1225
 NM1225.The geoid height was determined by GEOID03.
 NM1225
 NM1225.The dynamic height is computed by dividing the NAVD 88
 NM1225.geopotential number by the normal gravity value computed on the
 NM1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1225.degrees latitude (g = 980.6199 gals.).
 NM1225
 NM1225.The modeled gravity was interpolated from observed gravity values.
 NM1225
 NM1225;                    North         East    Units  Estimated Accuracy
 NM1225;SPC NE       -   245,300.      713,080.      MT  (+/- 180 meters Scaled)
 NM1225
 NM1225                          SUPERSEDED SURVEY CONTROL
 NM1225
 NM1225  NGVD 29 (??/??/92)  463.924  (m)         1522.06   (f) ADJ UNCH    1 2
 NM1225
 NM1225.Superseded values are not recommended for survey control.
 NM1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1225.See file dsdata.txt to determine how the superseded data were derived.
 NM1225
 NM1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM302525(NAD 83)
 NM1225_MARKER: DB = BENCH MARK DISK
 NM1225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NM1225_SP_SET: BRIDGE PIER
 NM1225_STAMPING: J 212 1940
 NM1225_MARK LOGO: CGS   
 NM1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1225+STABILITY: SURFACE MOTION
 NM1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1225+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1987
 NM1225
 NM1225  HISTORY     - Date     Condition        Report By
 NM1225  HISTORY     - 1940     MONUMENTED       CGS
 NM1225  HISTORY     - 1947     GOOD             NGS
 NM1225  HISTORY     - 1972     GOOD             LOCSUR
 NM1225  HISTORY     - 19870408 GOOD             NEDR
 NM1225
 NM1225                          STATION DESCRIPTION
 NM1225
 NM1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1225'0.8 MI W FROM NORFOLK.
 NM1225'0.8 MI W ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NM1225'S NORFOLK STATION AT NORFOLK, MADISON COUNTY, AT THE U.S. HIGHWAY
 NM1225'81 OVERPASS, IN THE TOP OF THE SE CORNER OF THE CONCRETE FOUNDATION
 NM1225'FOR THE E ONE OF TWO LARGE STEEL POSTS WHICH ARE ALONG THE N SIDE
 NM1225'OF THE TRACK AND SUPPORT THE OVERPASS, 8.5 FT N OF THE N RAIL OF
 NM1225'THE MAIN TRACK, AND ABOUT 2 FT HIGHER THAN THE GROUND.  A STANDARD
 NM1225'DISK, STAMPED J 212 1940.
 NM1225
 NM1225                          STATION RECOVERY (1947)
 NM1225
 NM1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 NM1225'RECOVERED IN GOOD CONDITION.
 NM1225
 NM1225                          STATION RECOVERY (1972)
 NM1225
 NM1225'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 NM1225'RECOVERED IN GOOD CONDITION.
 NM1225
 NM1225                          STATION RECOVERY (1987)
 NM1225
 NM1225'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1987
 NM1225'RECOVERED IN GOOD CONDITION, HOWEVER, THE VIADUCT THE MARK IS IN WILL
 NM1225'BE REPLACED IN 1988 AND THE MARK WILL BE DESTROYED, THEREFORE, BENCH
 NM1225'MARK J 212 RESET WAS ESTABLISHED.  FOR FURTHER DETAILS SEE THE
 NM1225'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1985 ***********************************************************************
 NM1985  DESIGNATION -  J 212 RESET
 NM1985  PID         -  NM1985
 NM1985  STATE/COUNTY-  NE/MERRICK
 NM1985  USGS QUAD   -  NORFOLK (1976)
 NM1985
 NM1985                         *CURRENT SURVEY CONTROL
 NM1985  ___________________________________________________________________
 NM1985* NAD 83(1986)-  42 00 51.     (N)    097 25 35.     (W)     SCALED    
 NM1985* NAVD 88     -       462.13   (meters)    1516.2    (feet)  RESET     
 NM1985  ___________________________________________________________________
 NM1985  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 NM1985
 NM1985  VERT ORDER  -  THIRD
 NM1985
 NM1985.The horizontal coordinates were scaled from a topographic map and have
 NM1985.an estimated accuracy of +/- 6 seconds.
 NM1985
 NM1985.The orthometric height was computed from unverified reset data.
 NM1985.No vertical observational check was made to the station.
 NM1985
 NM1985.The geoid height was determined by GEOID03.
 NM1985
 NM1985;                    North         East    Units  Estimated Accuracy
 NM1985;SPC NE       -   245,300.      713,080.      MT  (+/- 180 meters Scaled)
 NM1985
 NM1985                          SUPERSEDED SURVEY CONTROL
 NM1985
 NM1985  NGVD 29 (08/02/06)  461.95   (m)         1515.6    (f) RESET       3  
 NM1985
 NM1985.Superseded values are not recommended for survey control.
 NM1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1985.See file dsdata.txt to determine how the superseded data were derived.
 NM1985
 NM1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM302525(NAD 83)
 NM1985_MARKER: DB = BENCH MARK DISK
 NM1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1985_SP_SET: CONCRETE POST
 NM1985_STAMPING: J 212 RESET 1987
 NM1985_MARK LOGO: NGS   
 NM1985_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1985+STABILITY: SURFACE MOTION
 NM1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1985+SATELLITE: SATELLITE OBSERVATIONS - 1987
 NM1985
 NM1985  HISTORY     - Date     Condition        Report By
 NM1985  HISTORY     - 1987     MONUMENTED       NEDR
 NM1985
 NM1985                          STATION DESCRIPTION
 NM1985
 NM1985'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1987
 NM1985'AT NORFOLK,0.16 KM WEST ALONG THE SOUTH SIDE OF THE CHICAGO
 NM1985'NORTHWESTERN RAILROAD, FROM THE YARD OFFICE OF THE CHICAGO
 NM1985'NORTHWESTERN RAILROAD, TO THE MARK ON THE RIGHT, 14.86 M (48.8 FT)
 NM1985'SOUTH FROM THE CENTERLINE OF THE MAIN LINE RAIL, 23.46 M (77.0 FT)
 NM1985'SOUTHWEST FROM A NAIL IN THE RAIL TIE FOR A SWITCH, 0.75 M (2.5 FT)
 NM1985'NORTH FROM A SURVEY WITNESS SIGN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1129 ***********************************************************************
 MK1129  DESIGNATION -  J 213
 MK1129  PID         -  MK1129
 MK1129  STATE/COUNTY-  NE/PLATTE
 MK1129  USGS QUAD   -  HUMPHREY (1976)
 MK1129
 MK1129                         *CURRENT SURVEY CONTROL
 MK1129  ___________________________________________________________________
 MK1129* NAD 83(1986)-  41 42 00.     (N)    097 29 04.     (W)     SCALED    
 MK1129* NAVD 88     -       499.815  (meters)    1639.81   (feet)  ADJUSTED  
 MK1129  ___________________________________________________________________
 MK1129  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 MK1129  DYNAMIC HT  -         499.600 (meters)    1639.10  (feet)  COMP
 MK1129  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 MK1129
 MK1129  VERT ORDER  -  FIRST     CLASS II
 MK1129
 MK1129.The horizontal coordinates were scaled from a topographic map and have
 MK1129.an estimated accuracy of +/- 6 seconds.
 MK1129
 MK1129.The orthometric height was determined by differential leveling
 MK1129.and adjusted by the National Geodetic Survey in June 1991..
 MK1129
 MK1129.The geoid height was determined by GEOID03.
 MK1129
 MK1129.The dynamic height is computed by dividing the NAVD 88
 MK1129.geopotential number by the normal gravity value computed on the
 MK1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1129.degrees latitude (g = 980.6199 gals.).
 MK1129
 MK1129.The modeled gravity was interpolated from observed gravity values.
 MK1129
 MK1129;                    North         East    Units  Estimated Accuracy
 MK1129;SPC NE       -   210,290.      709,290.      MT  (+/- 180 meters Scaled)
 MK1129
 MK1129                          SUPERSEDED SURVEY CONTROL
 MK1129
 MK1129  NGVD 29 (??/??/92)  499.622  (m)         1639.18   (f) ADJ UNCH    1 2
 MK1129
 MK1129.Superseded values are not recommended for survey control.
 MK1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1129.See file dsdata.txt to determine how the superseded data were derived.
 MK1129
 MK1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM261175(NAD 83)
 MK1129_MARKER: DB = BENCH MARK DISK
 MK1129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1129_SP_SET: BRIDGE
 MK1129_STAMPING: J 213 1940
 MK1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1129
 MK1129  HISTORY     - Date     Condition        Report By
 MK1129  HISTORY     - 1940     MONUMENTED       CGS
 MK1129  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1129
 MK1129                          STATION DESCRIPTION
 MK1129
 MK1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1129'0.6 MI N FROM HUMPHREY.
 MK1129'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO.
 MK1129'81, 125 FEET EAST OF CENTERLINE OF TRACK, 23.0 FEET NORTHEAST
 MK1129'OF CENTER OF INTERSECTION OF EAST-WEST ROAD AND HIGHWAY, 20.0
 MK1129'FEET EAST OF CENTERLINE OF HIGHWAY, 11.0 FEET NORTH OF CENTERLINE
 MK1129'OF EAST-WEST ROAD, B.M. IS SET FLUSH AND HORIZONTALLY IN THE
 MK1129'TOP OF THE NORTHWEST WINGWALL OF CONCRETE BRIDGE ON EAST-WEST
 MK1129'ROAD.  NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE BRIDGE SERVES
 MK1129'AS LANDMARK.
 MK1129
 MK1129                          STATION RECOVERY (1965)
 MK1129
 MK1129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0764 ***********************************************************************
 NP0764  DESIGNATION -  J 214 RESET
 NP0764  PID         -  NP0764
 NP0764  STATE/COUNTY-  NE/BOX BUTTE
 NP0764  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0764
 NP0764                         *CURRENT SURVEY CONTROL
 NP0764  ___________________________________________________________________
 NP0764* NAD 83(1986)-  42 05 41.     (N)    102 51 05.     (W)     SCALED    
 NP0764* NAVD 88     -      1207.10   (meters)    3960.3    (feet)  RESET     
 NP0764  ___________________________________________________________________
 NP0764  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 NP0764
 NP0764  VERT ORDER  -  THIRD
 NP0764
 NP0764.The horizontal coordinates were scaled from a topographic map and have
 NP0764.an estimated accuracy of +/- 6 seconds.
 NP0764
 NP0764.The orthometric height was computed from unverified reset data.
 NP0764.No vertical observational check was made to the station.
 NP0764
 NP0764.The geoid height was determined by GEOID03.
 NP0764
 NP0764;                    North         East    Units  Estimated Accuracy
 NP0764;SPC NE       -   254,960.      264,220.      MT  (+/- 180 meters Scaled)
 NP0764
 NP0764                          SUPERSEDED SURVEY CONTROL
 NP0764
 NP0764  NGVD 29 (08/02/06) 1206.52   (m)         3958.4    (f) RESET       3  
 NP0764
 NP0764.Superseded values are not recommended for survey control.
 NP0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0764.See file dsdata.txt to determine how the superseded data were derived.
 NP0764
 NP0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG776625(NAD 83)
 NP0764_MARKER: DV = VERTICAL CONTROL DISK
 NP0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0764_SP_SET: CONCRETE POST
 NP0764_STAMPING: J 214 RESET 1992
 NP0764_MARK LOGO: NGS   
 NP0764_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NP0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0764+STABILITY: SURFACE MOTION
 NP0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0764+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NP0764
 NP0764  HISTORY     - Date     Condition        Report By
 NP0764  HISTORY     - 1992     MONUMENTED       NEDR
 NP0764
 NP0764                          STATION DESCRIPTION
 NP0764
 NP0764'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 NP0764'ABOUT 1.61 KM (1.00 MI) SOUTHEAST FROM ALLIANCE AND ON THE NORTHEAST
 NP0764'RIGHT-OF-WAY OF STATE HIGHWAY 2, NEAR THE CENTER OF SEC31, T25N,
 NP0764'R47W, FROM THE JUNCTION OF U.S. HIGHWAY 385 WITH STATE HIGHWAY 2, AT
 NP0764'THE SOUTHEAST SIDE OF ALLIANCE, GO EAST AND SOUTHEAST ON HIGHWAY 2
 NP0764'FOR 0.80 KM (0.50 MI) TO THE MARK ON THE LEFT, AT HIGHWAY MILE-POST
 NP0764'87.80, IN TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NP0764'GROUND.  MARK CONTAINS A MAGNET WITHIN THE CONCRETE.  IT IS 106.9 FT
 NP0764'(32.6 M) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 117.94 FT
 NP0764'(35.95 M) SOUTHWEST FROM THE SOUTHWEST CORNER OF A RAILROAD SIGNAL
 NP0764'BASE, 59.44 FT (18.12 M) SOUTH FROM THE SOUTH RAIL OF THE BURLINGTON
 NP0764'NORTHERN RAILROAD TRACKS, 39.68 FT (12.09 M) SOUTHEAST FROM THE TOP
 NP0764'OF A KANSAS-NEBRASKA NATURAL GASLINE WITNESS POST AND 2.0 FT (0.6 M)
 NP0764'NORTH FROM A CARSONITE SURVEY MARK WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0535 ***********************************************************************
 LF0535  DESIGNATION -  J 215
 LF0535  PID         -  LF0535
 LF0535  STATE/COUNTY-  NE/RICHARDSON
 LF0535  USGS QUAD   -  SALEM (1965)
 LF0535
 LF0535                         *CURRENT SURVEY CONTROL
 LF0535  ___________________________________________________________________
 LF0535* NAD 83(1986)-  40 03 57.     (N)    095 40 28.     (W)     SCALED    
 LF0535* NAVD 88     -       277.644  (meters)     910.90   (feet)  ADJUSTED  
 LF0535  ___________________________________________________________________
 LF0535  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LF0535  DYNAMIC HT  -         277.488 (meters)     910.39  (feet)  COMP
 LF0535  MODELED GRAV-     980,058.2   (mgal)                       NAVD 88
 LF0535
 LF0535  VERT ORDER  -  SECOND    CLASS 0
 LF0535
 LF0535.The horizontal coordinates were scaled from a topographic map and have
 LF0535.an estimated accuracy of +/- 6 seconds.
 LF0535
 LF0535.The orthometric height was determined by differential leveling
 LF0535.and adjusted by the National Geodetic Survey in June 1991..
 LF0535
 LF0535.The geoid height was determined by GEOID03.
 LF0535
 LF0535.The dynamic height is computed by dividing the NAVD 88
 LF0535.geopotential number by the normal gravity value computed on the
 LF0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0535.degrees latitude (g = 980.6199 gals.).
 LF0535
 LF0535.The modeled gravity was interpolated from observed gravity values.
 LF0535
 LF0535;                    North         East    Units  Estimated Accuracy
 LF0535;SPC NE       -    35,050.      868,860.      MT  (+/- 180 meters Scaled)
 LF0535
 LF0535                          SUPERSEDED SURVEY CONTROL
 LF0535
 LF0535  NGVD 29 (??/??/92)  277.561  (m)          910.63   (f) ADJ UNCH    2 0
 LF0535
 LF0535.Superseded values are not recommended for survey control.
 LF0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0535.See file dsdata.txt to determine how the superseded data were derived.
 LF0535
 LF0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE719384(NAD 83)
 LF0535_MARKER: DB = BENCH MARK DISK
 LF0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0535_SP_SET: BRIDGE
 LF0535_STAMPING: J 215 1945
 LF0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0535
 LF0535  HISTORY     - Date     Condition        Report By
 LF0535  HISTORY     - 1945     MONUMENTED       CGS
 LF0535
 LF0535                          STATION DESCRIPTION
 LF0535
 LF0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0535'3.9 MI W FROM FALLS CITY.
 LF0535'3.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0535'FROM THE STATION AT FALLS CITY, 2.1 MILES EAST OF THE STATION
 LF0535'AT SALEM, 0.1 MILE WEST OF A ROAD CROSSING, AT BRIDGE 23.79, IN
 LF0535'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT, AND ABOUT 1 FOOT
 LF0535'LOWER THAN THE TRACK.  AN IRON BENCH-MARK DISK, STAMPED J 215
 LF0535'1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0050 ***********************************************************************
 NN0050  DESIGNATION -  J 216
 NN0050  PID         -  NN0050
 NN0050  STATE/COUNTY-  NE/BOYD
 NN0050  USGS QUAD   -  MONOWI (1950)
 NN0050
 NN0050                         *CURRENT SURVEY CONTROL
 NN0050  ___________________________________________________________________
 NN0050* NAD 83(1986)-  42 50 33.     (N)    098 22 09.     (W)     SCALED    
 NN0050* NAVD 88     -       458.356  (meters)    1503.79   (feet)  ADJUSTED  
 NN0050  ___________________________________________________________________
 NN0050  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 NN0050  DYNAMIC HT  -         458.202 (meters)    1503.28  (feet)  COMP
 NN0050  MODELED GRAV-     980,271.6   (mgal)                       NAVD 88
 NN0050
 NN0050  VERT ORDER  -  SECOND    CLASS 0
 NN0050
 NN0050.The horizontal coordinates were scaled from a topographic map and have
 NN0050.an estimated accuracy of +/- 6 seconds.
 NN0050
 NN0050.The orthometric height was determined by differential leveling
 NN0050.and adjusted by the National Geodetic Survey in June 1991..
 NN0050
 NN0050.The geoid height was determined by GEOID03.
 NN0050
 NN0050.The dynamic height is computed by dividing the NAVD 88
 NN0050.geopotential number by the normal gravity value computed on the
 NN0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0050.degrees latitude (g = 980.6199 gals.).
 NN0050
 NN0050.The modeled gravity was interpolated from observed gravity values.
 NN0050
 NN0050;                    North         East    Units  Estimated Accuracy
 NN0050;SPC NE       -   335,380.      633,300.      MT  (+/- 180 meters Scaled)
 NN0050
 NN0050                          SUPERSEDED SURVEY CONTROL
 NN0050
 NN0050  NGVD 29 (??/??/92)  458.088  (m)         1502.91   (f) ADJ UNCH    2 0
 NN0050
 NN0050.Superseded values are not recommended for survey control.
 NN0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0050.See file dsdata.txt to determine how the superseded data were derived.
 NN0050
 NN0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN515435(NAD 83)
 NN0050_MARKER: DB = BENCH MARK DISK
 NN0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0050_STAMPING: J 216 1946
 NN0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0050+STABILITY: SURFACE MOTION
 NN0050
 NN0050  HISTORY     - Date     Condition        Report By
 NN0050  HISTORY     - 1946     MONUMENTED       CGS
 NN0050
 NN0050                          STATION DESCRIPTION
 NN0050
 NN0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0050'3 MI NW FROM MONOWI.
 NN0050'TO REACH FROM THE CHICAGO AND NORTHWESTERN RAILROAD STATION AT
 NN0050'MONOWI GO WEST 2.0 MILES ALONG STATE HIGHWAY NO. 12, THENCE
 NN0050'NORTH 1.0 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0050'MARK IS AT A T INTERSECTION, 26.0 FEET WEST OF AND ABOUT LEVEL
 NN0050'WITH THE CENTER LINE OF THE NORTH-SOUTH ROAD, 34.0 FEET NORTH
 NN0050'OF THE CENTER LINE OF THE ROAD LEADING WEST, 39.0 FEET NORTHEAST
 NN0050'OF THE NORTH END OF A CORRUGATED IRON CULVERT, 4.0 FEET NORTHWEST
 NN0050'OF A FENCE CORNER AND 1.0 FOOT SOUTHEAST OF A 4 IN X 4 IN
 NN0050'MARKER POST.  A BRONZE DISK STAMPED J 216 1946 SET IN THE TOP
 NN0050'OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0184 ***********************************************************************
 NN0184  DESIGNATION -  J 217
 NN0184  PID         -  NN0184
 NN0184  STATE/COUNTY-  NE/HOLT
 NN0184  USGS QUAD   -  INMAN (1986)
 NN0184
 NN0184                         *CURRENT SURVEY CONTROL
 NN0184  ___________________________________________________________________
 NN0184* NAD 83(1986)-  42 23 38.     (N)    098 32 01.     (W)     SCALED    
 NN0184* NAVD 88     -       587.035  (meters)    1925.96   (feet)  ADJUSTED  
 NN0184  ___________________________________________________________________
 NN0184  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 NN0184  DYNAMIC HT  -         586.812 (meters)    1925.23  (feet)  COMP
 NN0184  MODELED GRAV-     980,221.9   (mgal)                       NAVD 88
 NN0184
 NN0184  VERT ORDER  -  FIRST     CLASS II
 NN0184
 NN0184.The horizontal coordinates were scaled from a topographic map and have
 NN0184.an estimated accuracy of +/- 6 seconds.
 NN0184
 NN0184.The orthometric height was determined by differential leveling
 NN0184.and adjusted by the National Geodetic Survey in June 1991..
 NN0184
 NN0184.The geoid height was determined by GEOID03.
 NN0184
 NN0184.The dynamic height is computed by dividing the NAVD 88
 NN0184.geopotential number by the normal gravity value computed on the
 NN0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0184.degrees latitude (g = 980.6199 gals.).
 NN0184
 NN0184.The modeled gravity was interpolated from observed gravity values.
 NN0184
 NN0184;                    North         East    Units  Estimated Accuracy
 NN0184;SPC NE       -   285,320.      620,710.      MT  (+/- 180 meters Scaled)
 NN0184
 NN0184                          SUPERSEDED SURVEY CONTROL
 NN0184
 NN0184  NGVD 29 (??/??/92)  586.839  (m)         1925.32   (f) ADJ UNCH    1 2
 NN0184
 NN0184.Superseded values are not recommended for survey control.
 NN0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0184.See file dsdata.txt to determine how the superseded data were derived.
 NN0184
 NN0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM383936(NAD 83)
 NN0184_MARKER: DB = BENCH MARK DISK
 NN0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0184_STAMPING: J 217 1946
 NN0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0184+STABILITY: SURFACE MOTION
 NN0184
 NN0184  HISTORY     - Date     Condition        Report By
 NN0184  HISTORY     - 1946     MONUMENTED       CGS
 NN0184
 NN0184                          STATION DESCRIPTION
 NN0184
 NN0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0184'5.6 MI S FROM PAGE.
 NN0184'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0184'PAGE, HOLT COUNTY, THENCE 6.0 MILES WEST ALONG A GRADED DIRT
 NN0184'ROAD, AT THE INTERSECTION OF ANOTHER GRADED DIRT ROAD, 45 FEET
 NN0184'EAST OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 17 FEET
 NN0184'EAST-SOUTHEAST OF A POWER-TRANSMISSION LINE POLE, 1 FOOT NORTH
 NN0184'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE EAST-AND-WEST
 NN0184'ROAD.  A STANDARD DISK, STAMPED J 217 1946 AND SET IN THE TOP
 NN0184'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0340 ***********************************************************************
 NN0340  DESIGNATION -  J 218
 NN0340  PID         -  NN0340
 NN0340  STATE/COUNTY-  NE/HOLT
 NN0340  USGS QUAD   -  STUART SE (1954)
 NN0340
 NN0340                         *CURRENT SURVEY CONTROL
 NN0340  ___________________________________________________________________
 NN0340* NAD 83(1986)-  42 34 58.     (N)    099 06 30.     (W)     SCALED    
 NN0340* NAVD 88     -       653.206  (meters)    2143.06   (feet)  ADJUSTED  
 NN0340  ___________________________________________________________________
 NN0340  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 NN0340  DYNAMIC HT  -         652.950 (meters)    2142.22  (feet)  COMP
 NN0340  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 NN0340
 NN0340  VERT ORDER  -  FIRST     CLASS II
 NN0340
 NN0340.The horizontal coordinates were scaled from a topographic map and have
 NN0340.an estimated accuracy of +/- 6 seconds.
 NN0340
 NN0340.The orthometric height was determined by differential leveling
 NN0340.and adjusted by the National Geodetic Survey in June 1991..
 NN0340
 NN0340.The geoid height was determined by GEOID03.
 NN0340
 NN0340.The dynamic height is computed by dividing the NAVD 88
 NN0340.geopotential number by the normal gravity value computed on the
 NN0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0340.degrees latitude (g = 980.6199 gals.).
 NN0340
 NN0340.The modeled gravity was interpolated from observed gravity values.
 NN0340
 NN0340;                    North         East    Units  Estimated Accuracy
 NN0340;SPC NE       -   305,650.      573,180.      MT  (+/- 180 meters Scaled)
 NN0340
 NN0340                          SUPERSEDED SURVEY CONTROL
 NN0340
 NN0340  NGVD 29 (??/??/92)  652.975  (m)         2142.30   (f) ADJ UNCH    1 2
 NN0340
 NN0340.Superseded values are not recommended for survey control.
 NN0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0340.See file dsdata.txt to determine how the superseded data were derived.
 NN0340
 NN0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN911144(NAD 83)
 NN0340_MARKER: DB = BENCH MARK DISK
 NN0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0340_STAMPING: J 218 1946
 NN0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0340+STABILITY: SURFACE MOTION
 NN0340
 NN0340  HISTORY     - Date     Condition        Report By
 NN0340  HISTORY     - 1946     MONUMENTED       CGS
 NN0340
 NN0340                          STATION DESCRIPTION
 NN0340
 NN0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0340'0.3 MI S FROM STUART.
 NN0340'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0340'HOLT COUNTY, THENCE 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 20,
 NN0340'0.1 MILE NORTH OF A SCHOOLHOUSE, AT THE INTERSECTION OF A
 NN0340'NORTH-AND-SOUTH GRAVEL ROAD, 48 FEET NORTHEAST OF THE CENTERLINE
 NN0340'OF THE CHICAGO AND NORTH WESTERN RAILWAY TRACK, 42 FEET EAST OF THE
 NN0340'CENTERLINE OF THE GRAVEL ROAD, 34 FEET SOUTHWEST OF THE CENTERLINE
 NN0340'OF THE HIGHWAY, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND
 NN0340'2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 218 1946
 NN0340'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NN0340'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0330 ***********************************************************************
 NN0330  DESIGNATION -  J 219
 NN0330  PID         -  NN0330
 NN0330  STATE/COUNTY-  NE/HOLT
 NN0330  USGS QUAD   -  ATKINSON (1974)
 NN0330
 NN0330                         *CURRENT SURVEY CONTROL
 NN0330  ___________________________________________________________________
 NN0330* NAD 83(1986)-  42 31 19.     (N)    098 59 54.     (W)     SCALED    
 NN0330* NAVD 88     -       639.119  (meters)    2096.84   (feet)  ADJUSTED  
 NN0330  ___________________________________________________________________
 NN0330  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 NN0330  DYNAMIC HT  -         638.866 (meters)    2096.01  (feet)  COMP
 NN0330  MODELED GRAV-     980,204.0   (mgal)                       NAVD 88
 NN0330
 NN0330  VERT ORDER  -  FIRST     CLASS II
 NN0330
 NN0330.This mark is at Stuart-Atkinson Mun Airport (8V2)
 NN0330
 NN0330.The horizontal coordinates were scaled from a topographic map and have
 NN0330.an estimated accuracy of +/- 6 seconds.
 NN0330
 NN0330.The orthometric height was determined by differential leveling
 NN0330.and adjusted by the National Geodetic Survey in June 1991..
 NN0330
 NN0330.The geoid height was determined by GEOID03.
 NN0330
 NN0330.The dynamic height is computed by dividing the NAVD 88
 NN0330.geopotential number by the normal gravity value computed on the
 NN0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0330.degrees latitude (g = 980.6199 gals.).
 NN0330
 NN0330.The modeled gravity was interpolated from observed gravity values.
 NN0330
 NN0330;                    North         East    Units  Estimated Accuracy
 NN0330;SPC NE       -   299,000.      582,290.      MT  (+/- 180 meters Scaled)
 NN0330
 NN0330                          SUPERSEDED SURVEY CONTROL
 NN0330
 NN0330  NGVD 29 (??/??/92)  638.892  (m)         2096.10   (f) ADJ UNCH    1 2
 NN0330
 NN0330.Superseded values are not recommended for survey control.
 NN0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0330.See file dsdata.txt to determine how the superseded data were derived.
 NN0330
 NN0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN001077(NAD 83)
 NN0330_MARKER: DB = BENCH MARK DISK
 NN0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0330_STAMPING: J 219 1946
 NN0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0330+STABILITY: SURFACE MOTION
 NN0330
 NN0330  HISTORY     - Date     Condition        Report By
 NN0330  HISTORY     - 1946     MONUMENTED       CGS
 NN0330  HISTORY     - 1954     GOOD             USGS
 NN0330  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NN0330
 NN0330                          STATION DESCRIPTION
 NN0330
 NN0330'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 NN0330'0.8 MI W FROM ATKINSON.
 NN0330'0.8 MILE WEST, THENCE 0.5 MILE SOUTH, THENCE 0.4 MILE WEST ALONG
 NN0330'GRAVEL ROADS FROM A POINT TWO BLOCKS SOUTH OF THE CHICAGO AND
 NN0330'NORTH WESTERN RAILWAY STATION AT ATKINSON, HOLT COUNTY, AT
 NN0330'ATKINSON AIRPORT AT THE NORTHWEST CORNER OF THE LANDING FIELD,
 NN0330'37 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A
 NN0330'FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 NN0330'THE ROAD.  A STANDARD DISK, STAMPED J 219 1946 AND SET IN THE TOP
 NN0330'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  TS. 29
 NN0330'AND 30 N., R. 14 W., NEAR 1/4 COR. BETWEEN SECS. 6 AND 31, 37 FT.
 NN0330'SOUTH AND 500 FT. WEST OF ROAD AT FENCE, NORTH, 2 FEET SOUTH OF
 NN0330'FENCE, IN CONCRETE POST, A STANDARD U.S.C. AND G.S. TABLET
 NN0330'STAMPED J 219 1946.
 NN0330
 NN0330                          STATION RECOVERY (1982)
 NN0330
 NN0330'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0146 ***********************************************************************
 MM0146  DESIGNATION -  J 22
 MM0146  PID         -  MM0146
 MM0146  STATE/COUNTY-  NE/HOOKER
 MM0146  USGS QUAD   -  SHIMMINS LAKE (1985)
 MM0146
 MM0146                         *CURRENT SURVEY CONTROL
 MM0146  ___________________________________________________________________
 MM0146* NAD 83(1986)-  41 46 31.     (N)    100 58 26.     (W)     SCALED    
 MM0146* NAVD 88     -      1007.082  (meters)    3304.07   (feet)  ADJUSTED  
 MM0146  ___________________________________________________________________
 MM0146  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 MM0146  DYNAMIC HT  -        1006.525 (meters)    3302.24  (feet)  COMP
 MM0146  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 MM0146
 MM0146  VERT ORDER  -  FIRST     CLASS II
 MM0146
 MM0146.The horizontal coordinates were scaled from a topographic map and have
 MM0146.an estimated accuracy of +/- 6 seconds.
 MM0146
 MM0146.The orthometric height was determined by differential leveling
 MM0146.and adjusted by the National Geodetic Survey in June 1991..
 MM0146
 MM0146.The geoid height was determined by GEOID03.
 MM0146
 MM0146.The dynamic height is computed by dividing the NAVD 88
 MM0146.geopotential number by the normal gravity value computed on the
 MM0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0146.degrees latitude (g = 980.6199 gals.).
 MM0146
 MM0146.The modeled gravity was interpolated from observed gravity values.
 MM0146
 MM0146;                    North         East    Units  Estimated Accuracy
 MM0146;SPC NE       -   216,060.      419,060.      MT  (+/- 180 meters Scaled)
 MM0146
 MM0146                          SUPERSEDED SURVEY CONTROL
 MM0146
 MM0146  NGVD 29 (??/??/92) 1006.735  (m)         3302.93   (f) ADJ UNCH    1 2
 MM0146
 MM0146.Superseded values are not recommended for survey control.
 MM0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0146.See file dsdata.txt to determine how the superseded data were derived.
 MM0146
 MM0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM359267(NAD 83)
 MM0146_MARKER: DB = BENCH MARK DISK
 MM0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0146_STAMPING: 3302.930 J 22 1933
 MM0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0146+STABILITY: SURFACE MOTION
 MM0146
 MM0146  HISTORY     - Date     Condition        Report By
 MM0146  HISTORY     - 1933     MONUMENTED       CGS
 MM0146  HISTORY     - 1984     MARK NOT FOUND   USGS
 MM0146  HISTORY     - 19910819 MARK NOT FOUND   NGS
 MM0146
 MM0146                          STATION DESCRIPTION
 MM0146
 MM0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0146'16 MI N FROM TRYON.
 MM0146'IN HOOKER COUNTY, 16.0 MILES NORTH ALONG THE 1948 ROUTE OF U.S.
 MM0146'HIGHWAY 83 FROM TRYON, MC PHERSON COUNTY, 0.6 MILE EAST OF A
 MM0146'SMALL CEMETERY, 0.5 MILE SOUTH OF A SMALL LAKE AND RANCH, AT A
 MM0146'CURVE IN A VALLEY AT THE NORTH EDGE OF A RANGE OF LOW SAND HILLS,
 MM0146'30 YARDS NORTHEAST OF THE OLD HIGHWAY, AND 17 YARDS WEST OF A
 MM0146'ROAD LEADING TO THE RANCH.  A STANDARD DISK, STAMPED 3302.930
 MM0146'J 22 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 MM0146'INCHES ABOVE GROUND.
 MM0146
 MM0146                          STATION RECOVERY (1984)
 MM0146
 MM0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0146'MARK NOT FOUND.
 MM0146
 MM0146                          STATION RECOVERY (1991)
 MM0146
 MM0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0146'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0375 ***********************************************************************
 NN0375  DESIGNATION -  J 220
 NN0375  PID         -  NN0375
 NN0375  STATE/COUNTY-  NE/ROCK
 NN0375  USGS QUAD   -  NEWPORT SW (1954)
 NN0375
 NN0375                         *CURRENT SURVEY CONTROL
 NN0375  ___________________________________________________________________
 NN0375* NAD 83(1986)-  42 36 08.     (N)    099 27 38.     (W)     SCALED    
 NN0375* NAVD 88     -       695.845  (meters)    2282.95   (feet)  ADJUSTED  
 NN0375  ___________________________________________________________________
 NN0375  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 NN0375  DYNAMIC HT  -         695.567 (meters)    2282.04  (feet)  COMP
 NN0375  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 NN0375
 NN0375  VERT ORDER  -  FIRST     CLASS II
 NN0375
 NN0375.The horizontal coordinates were scaled from a topographic map and have
 NN0375.an estimated accuracy of +/- 6 seconds.
 NN0375
 NN0375.The orthometric height was determined by differential leveling
 NN0375.and adjusted by the National Geodetic Survey in June 1991..
 NN0375
 NN0375.The geoid height was determined by GEOID03.
 NN0375
 NN0375.The dynamic height is computed by dividing the NAVD 88
 NN0375.geopotential number by the normal gravity value computed on the
 NN0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0375.degrees latitude (g = 980.6199 gals.).
 NN0375
 NN0375.The modeled gravity was interpolated from observed gravity values.
 NN0375
 NN0375;                    North         East    Units  Estimated Accuracy
 NN0375;SPC NE       -   307,570.      544,260.      MT  (+/- 180 meters Scaled)
 NN0375
 NN0375                          SUPERSEDED SURVEY CONTROL
 NN0375
 NN0375  NGVD 29 (??/??/92)  695.603  (m)         2282.16   (f) ADJ UNCH    1 2
 NN0375
 NN0375.Superseded values are not recommended for survey control.
 NN0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0375.See file dsdata.txt to determine how the superseded data were derived.
 NN0375
 NN0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN622167(NAD 83)
 NN0375_MARKER: DB = BENCH MARK DISK
 NN0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0375_STAMPING: J 220 1946
 NN0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0375+STABILITY: SURFACE MOTION
 NN0375
 NN0375  HISTORY     - Date     Condition        Report By
 NN0375  HISTORY     - 1946     MONUMENTED       CGS
 NN0375  HISTORY     - 1982     GOOD             LOCSUR
 NN0375
 NN0375                          STATION DESCRIPTION
 NN0375
 NN0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0375'4 MI E FROM BASSETT.
 NN0375'4.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0375'THE STATION AT BASSETT, ROCK COUNTY, AT A DIRT-ROAD CROSSING,
 NN0375'60 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 48 FEET NORTH
 NN0375'OF THE CENTERLINE OF THE TRACK, 3 FEET SOUTHEAST OF A FENCE
 NN0375'CORNER, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF
 NN0375'A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE TRACK.
 NN0375'A STANDARD DISK, STAMPED J 220 1946 AND SET IN THE TOP OF A
 NN0375'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0375
 NN0375                          STATION RECOVERY (1982)
 NN0375
 NN0375'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1249 ***********************************************************************
 NM1249  DESIGNATION -  J 221
 NM1249  PID         -  NM1249
 NM1249  STATE/COUNTY-  NE/PIERCE
 NM1249  USGS QUAD   -  FOSTER (1963)
 NM1249
 NM1249                         *CURRENT SURVEY CONTROL
 NM1249  ___________________________________________________________________
 NM1249* NAD 83(1986)-  42 16 20.     (N)    097 39 55.     (W)     SCALED    
 NM1249* NAVD 88     -       500.867  (meters)    1643.26   (feet)  ADJUSTED  
 NM1249  ___________________________________________________________________
 NM1249  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NM1249  DYNAMIC HT  -         500.679 (meters)    1642.64  (feet)  COMP
 NM1249  MODELED GRAV-     980,230.6   (mgal)                       NAVD 88
 NM1249
 NM1249  VERT ORDER  -  FIRST     CLASS II
 NM1249
 NM1249.The horizontal coordinates were scaled from a topographic map and have
 NM1249.an estimated accuracy of +/- 6 seconds.
 NM1249
 NM1249.The orthometric height was determined by differential leveling
 NM1249.and adjusted by the National Geodetic Survey in June 1991..
 NM1249
 NM1249.The geoid height was determined by GEOID03.
 NM1249
 NM1249.The dynamic height is computed by dividing the NAVD 88
 NM1249.geopotential number by the normal gravity value computed on the
 NM1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1249.degrees latitude (g = 980.6199 gals.).
 NM1249
 NM1249.The modeled gravity was interpolated from observed gravity values.
 NM1249
 NM1249;                    North         East    Units  Estimated Accuracy
 NM1249;SPC NE       -   273,390.      692,540.      MT  (+/- 180 meters Scaled)
 NM1249
 NM1249                          SUPERSEDED SURVEY CONTROL
 NM1249
 NM1249  NGVD 29 (??/??/92)  500.688  (m)         1642.67   (f) ADJ UNCH    1 2
 NM1249
 NM1249.Superseded values are not recommended for survey control.
 NM1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1249.See file dsdata.txt to determine how the superseded data were derived.
 NM1249
 NM1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM100808(NAD 83)
 NM1249_MARKER: DB = BENCH MARK DISK
 NM1249_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM1249_SP_SET: FOOTING
 NM1249_STAMPING: J 221 1946
 NM1249_MARK LOGO: CGS   
 NM1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1249+STABILITY: SURFACE MOTION
 NM1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM1249+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1249
 NM1249  HISTORY     - Date     Condition        Report By
 NM1249  HISTORY     - 1946     MONUMENTED       CGS
 NM1249  HISTORY     - 19991025 GOOD             NGS
 NM1249
 NM1249                          STATION DESCRIPTION
 NM1249
 NM1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1249'AT FOSTER.
 NM1249'AT FOSTER, PIERCE COUNTY, 150 FEET NORTHWEST OF THE NORTHWEST
 NM1249'CORNER OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, AT
 NM1249'THE WATER TOWER, IN THE WEST CORNER OF THE CONCRETE BASE, 21
 NM1249'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 1-1/2 FEET
 NM1249'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED J-221 1946.
 NM1249
 NM1249                          STATION RECOVERY (1999)
 NM1249
 NM1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1249'14.0 KM (8.70 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 NM1249'IN PIERCE, NEAR THE WEST CORNER OF THE CONCRETE FOOTING FOR A WATER
 NM1249'TANK (TANK REMOVED) , 33.9 M (111.2 FT) NORTHEAST OF THE HIGHWAY
 NM1249'CENTERLINE, 27.9 M (91.5 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE
 NM1249'MOST SOUTHEASTERLY 1 OF SEVEN STEEL GRAIN BINS, 0.3 M (1.0 FT) BELOW
 NM1249'THE LEVEL OF THE HIGHWAY, AND THE FOOTING PROJECTS 1.0 M (3.3 FT)
 NM1249'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 NM1249'REIKOFSKI GRAIN INCORPORATED, RT 2, BOX 580, FOSTER, NE 68737,
 NM1249'TELEPHONE NUMBER (402) 329-4275.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0145 ***********************************************************************
 NN0145  DESIGNATION -  J 222
 NN0145  PID         -  NN0145
 NN0145  STATE/COUNTY-  NE/ANTELOPE
 NN0145  USGS QUAD   -  ROYAL (1986)
 NN0145
 NN0145                         *CURRENT SURVEY CONTROL
 NN0145  ___________________________________________________________________
 NN0145* NAD 83(1986)-  42 20 08.     (N)    098 06 27.     (W)     SCALED    
 NN0145* NAVD 88     -       558.836  (meters)    1833.45   (feet)  ADJUSTED  
 NN0145  ___________________________________________________________________
 NN0145  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 NN0145  DYNAMIC HT  -         558.613 (meters)    1832.72  (feet)  COMP
 NN0145  MODELED GRAV-     980,206.1   (mgal)                       NAVD 88
 NN0145
 NN0145  VERT ORDER  -  FIRST     CLASS II
 NN0145
 NN0145.The horizontal coordinates were scaled from a topographic map and have
 NN0145.an estimated accuracy of +/- 6 seconds.
 NN0145
 NN0145.The orthometric height was determined by differential leveling
 NN0145.and adjusted by the National Geodetic Survey in June 1991..
 NN0145
 NN0145.The geoid height was determined by GEOID03.
 NN0145
 NN0145.The dynamic height is computed by dividing the NAVD 88
 NN0145.geopotential number by the normal gravity value computed on the
 NN0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0145.degrees latitude (g = 980.6199 gals.).
 NN0145
 NN0145.The modeled gravity was interpolated from observed gravity values.
 NN0145
 NN0145;                    North         East    Units  Estimated Accuracy
 NN0145;SPC NE       -   279,530.      655,920.      MT  (+/- 180 meters Scaled)
 NN0145
 NN0145                          SUPERSEDED SURVEY CONTROL
 NN0145
 NN0145  NGVD 29 (??/??/92)  558.633  (m)         1832.78   (f) ADJ UNCH    1 2
 NN0145
 NN0145.Superseded values are not recommended for survey control.
 NN0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0145.See file dsdata.txt to determine how the superseded data were derived.
 NN0145
 NN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM735874(NAD 83)
 NN0145_MARKER: DB = BENCH MARK DISK
 NN0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0145_STAMPING: J 222 1946
 NN0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0145+STABILITY: SURFACE MOTION
 NN0145
 NN0145  HISTORY     - Date     Condition        Report By
 NN0145  HISTORY     - 1946     MONUMENTED       CGS
 NN0145
 NN0145                          STATION DESCRIPTION
 NN0145
 NN0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0145'0.8 MI E FROM ROYAL.
 NN0145'0.8 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE CITY WATER TOWER AT
 NN0145'ROYAL, ANTELOPE COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 NN0145'GRAVEL ROAD, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30
 NN0145'FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 2 FEET SOUTHWEST
 NN0145'OF THE RIGHT-OF-WAY FENCE CORNER, 1 FOOT NORTH OF A WHITE WOODEN
 NN0145'WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 NN0145'STAMPED J 222 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0145'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0429 ***********************************************************************
 NN0429  DESIGNATION -  J 223
 NN0429  PID         -  NN0429
 NN0429  STATE/COUNTY-  NE/KEYA PAHA
 NN0429  USGS QUAD   -  MILLS (1964)
 NN0429
 NN0429                         *CURRENT SURVEY CONTROL
 NN0429  ___________________________________________________________________
 NN0429* NAD 83(1986)-  42 55 37.     (N)    099 23 02.     (W)     SCALED    
 NN0429* NAVD 88     -       603.123  (meters)    1978.75   (feet)  ADJUSTED  
 NN0429  ___________________________________________________________________
 NN0429  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 NN0429  DYNAMIC HT  -         602.895 (meters)    1978.00  (feet)  COMP
 NN0429  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 NN0429
 NN0429  VERT ORDER  -  FIRST     CLASS II
 NN0429
 NN0429.The horizontal coordinates were scaled from a topographic map and have
 NN0429.an estimated accuracy of +/- 6 seconds.
 NN0429
 NN0429.The orthometric height was determined by differential leveling
 NN0429.and adjusted by the National Geodetic Survey in June 1991..
 NN0429
 NN0429.The geoid height was determined by GEOID03.
 NN0429
 NN0429.The dynamic height is computed by dividing the NAVD 88
 NN0429.geopotential number by the normal gravity value computed on the
 NN0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0429.degrees latitude (g = 980.6199 gals.).
 NN0429
 NN0429.The modeled gravity was interpolated from observed gravity values.
 NN0429
 NN0429;                    North         East    Units  Estimated Accuracy
 NN0429;SPC NE       -   343,690.      550,300.      MT  (+/- 180 meters Scaled)
 NN0429
 NN0429                          SUPERSEDED SURVEY CONTROL
 NN0429
 NN0429  NGVD 29 (??/??/92)  602.834  (m)         1977.80   (f) ADJ UNCH    1 2
 NN0429
 NN0429.Superseded values are not recommended for survey control.
 NN0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0429.See file dsdata.txt to determine how the superseded data were derived.
 NN0429
 NN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN686527(NAD 83)
 NN0429_MARKER: DB = BENCH MARK DISK
 NN0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0429_STAMPING: J 223 1946
 NN0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0429+STABILITY: SURFACE MOTION
 NN0429
 NN0429  HISTORY     - Date     Condition        Report By
 NN0429  HISTORY     - 1946     MONUMENTED       CGS
 NN0429  HISTORY     - 1962     MARK NOT FOUND   USGS
 NN0429
 NN0429                          STATION DESCRIPTION
 NN0429
 NN0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0429'2.7 MI W FROM BROCKSBURG.
 NN0429'ALONG A GRADED COUNTY ROAD, 2.7 MILES WEST OF BROCKSBURG SCHOOL,
 NN0429'27 FEET SOUTH OF THE CENTER OF THE ROAD, 10 FEET EAST OF A
 NN0429'TELEPHONE POLE, 3 FEET SOUTH OF A FENCE, 2 FEET WEST OF WITNESS
 NN0429'POST.  A BRONZE DISK STAMPED J 223 1946 SET IN THE TOP OF CONCRETE
 NN0429'POST.
 NN0429
 NN0429                          STATION RECOVERY (1962)
 NN0429
 NN0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NN0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1188 ***********************************************************************
 NM1188  DESIGNATION -  J 225
 NM1188  PID         -  NM1188
 NM1188  STATE/COUNTY-  NE/WAYNE
 NM1188  USGS QUAD   -  WINSIDE (1963)
 NM1188
 NM1188                         *CURRENT SURVEY CONTROL
 NM1188  ___________________________________________________________________
 NM1188* NAD 83(1986)-  42 10 38.     (N)    097 08 22.     (W)     SCALED    
 NM1188* NAVD 88     -       464.481  (meters)    1523.88   (feet)  ADJUSTED  
 NM1188  ___________________________________________________________________
 NM1188  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 NM1188  DYNAMIC HT  -         464.310 (meters)    1523.32  (feet)  COMP
 NM1188  MODELED GRAV-     980,240.5   (mgal)                       NAVD 88
 NM1188
 NM1188  VERT ORDER  -  FIRST     CLASS II
 NM1188
 NM1188.The horizontal coordinates were scaled from a topographic map and have
 NM1188.an estimated accuracy of +/- 6 seconds.
 NM1188
 NM1188.The orthometric height was determined by differential leveling
 NM1188.and adjusted by the National Geodetic Survey in June 1991..
 NM1188
 NM1188.The geoid height was determined by GEOID03.
 NM1188
 NM1188.The dynamic height is computed by dividing the NAVD 88
 NM1188.geopotential number by the normal gravity value computed on the
 NM1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1188.degrees latitude (g = 980.6199 gals.).
 NM1188
 NM1188.The modeled gravity was interpolated from observed gravity values.
 NM1188
 NM1188;                    North         East    Units  Estimated Accuracy
 NM1188;SPC NE       -   264,150.      736,230.      MT  (+/- 180 meters Scaled)
 NM1188
 NM1188                          SUPERSEDED SURVEY CONTROL
 NM1188
 NM1188  NGVD 29 (??/??/92)  464.290  (m)         1523.26   (f) ADJ UNCH    1 2
 NM1188
 NM1188.Superseded values are not recommended for survey control.
 NM1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1188.See file dsdata.txt to determine how the superseded data were derived.
 NM1188
 NM1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM536711(NAD 83)
 NM1188_MARKER: DB = BENCH MARK DISK
 NM1188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1188_SP_SET: CULVERT
 NM1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1188
 NM1188  HISTORY     - Date     Condition        Report By
 NM1188  HISTORY     - UNK      MONUMENTED       CGS
 NM1188  HISTORY     - 1947     GOOD             NGS
 NM1188
 NM1188                          STATION DESCRIPTION
 NM1188
 NM1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM1188'2 MI E FROM WINSIDE.
 NM1188'2.05 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1188'RAILWAY FROM THE STATION AT WINSIDE, AT THE CROSSING OF STATE
 NM1188'HIGHWAY NO. 35, 280.0 FEET WEST OF AND ACROSS THE HIGHWAY FROM
 NM1188'MILE POST EMR 26, 145.5 FEET WEST OF THE CENTER OF THE CROSSING OF
 NM1188'THE HIGHWAY AND THE TRACK, 30.5 FEET WEST OF THE EAST END OF A
 NM1188'WOODEN RAILROAD TRESTLE, 26.0 FEET SOUTH OF THE CENTER OF THE
 NM1188'HIGHWAY, 12.5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, SET IN
 NM1188'TOP OF THE EAST END OF THE SOUTH HEAD WALL OF AN 8-FOOT CONCRETE
 NM1188'CULVERT UNDER THE HIGHWAY, ABOUT 7 FEET BELOW THE HIGHWAY AND THE
 NM1188'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0505 ***********************************************************************
 NN0505  DESIGNATION -  J 226
 NN0505  PID         -  NN0505
 NN0505  STATE/COUNTY-  NE/BROWN
 NN0505  USGS QUAD   -  AINSWORTH (1954)
 NN0505
 NN0505                         *CURRENT SURVEY CONTROL
 NN0505  ___________________________________________________________________
 NN0505* NAD 83(1986)-  42 33 01.     (N)    099 47 40.     (W)     SCALED    
 NN0505* NAVD 88     -       750.322  (meters)    2461.68   (feet)  ADJUSTED  
 NN0505  ___________________________________________________________________
 NN0505  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 NN0505  DYNAMIC HT  -         750.008 (meters)    2460.65  (feet)  COMP
 NN0505  MODELED GRAV-     980,177.2   (mgal)                       NAVD 88
 NN0505
 NN0505  VERT ORDER  -  FIRST     CLASS II
 NN0505
 NN0505.The horizontal coordinates were scaled from a topographic map and have
 NN0505.an estimated accuracy of +/- 6 seconds.
 NN0505
 NN0505.The orthometric height was determined by differential leveling
 NN0505.and adjusted by the National Geodetic Survey in June 1991..
 NN0505
 NN0505.The geoid height was determined by GEOID03.
 NN0505
 NN0505.The dynamic height is computed by dividing the NAVD 88
 NN0505.geopotential number by the normal gravity value computed on the
 NN0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0505.degrees latitude (g = 980.6199 gals.).
 NN0505
 NN0505.The modeled gravity was interpolated from observed gravity values.
 NN0505
 NN0505;                    North         East    Units  Estimated Accuracy
 NN0505;SPC NE       -   301,690.      516,880.      MT  (+/- 180 meters Scaled)
 NN0505
 NN0505                          SUPERSEDED SURVEY CONTROL
 NN0505
 NN0505  NGVD 29 (??/??/92)  750.036  (m)         2460.74   (f) ADJ UNCH    1 2
 NN0505
 NN0505.Superseded values are not recommended for survey control.
 NN0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0505.See file dsdata.txt to determine how the superseded data were derived.
 NN0505
 NN0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN347111(NAD 83)
 NN0505_MARKER: DB = BENCH MARK DISK
 NN0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0505_STAMPING: J 226 1946
 NN0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0505+STABILITY: SURFACE MOTION
 NN0505
 NN0505  HISTORY     - Date     Condition        Report By
 NN0505  HISTORY     - 1946     MONUMENTED       CGS
 NN0505
 NN0505                          STATION DESCRIPTION
 NN0505
 NN0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0505'3.6 MI E FROM AINSWORTH.
 NN0505'3.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 NN0505'AT AINSWORTH, BROWN COUNTY, AT THE INTERSECTION OF A
 NN0505'NORTH-AND-SOUTH DIRT ROAD, 59 FEET NORTH OF THE CENTERLINE OF
 NN0505'THE HIGHWAY, 30 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD,
 NN0505'22 FEET NORTHWEST OF THE WEST CONCRETE HEADWALL OF A 24-INCH
 NN0505'CORRUGATED-IRON CULVERT, 18 FEET NORTH OF THE RIGHT-OF-WAY
 NN0505'FENCE CORNER, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 NN0505'AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 NN0505'J 226 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 NN0505'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0506 ***********************************************************************
 NN0506  DESIGNATION -  J 226 RESET
 NN0506  PID         -  NN0506
 NN0506  STATE/COUNTY-  NE/BROWN
 NN0506  USGS QUAD   -  AINSWORTH (1954)
 NN0506
 NN0506                         *CURRENT SURVEY CONTROL
 NN0506  ___________________________________________________________________
 NN0506* NAD 83(1986)-  42 33 01.     (N)    099 47 40.     (W)     SCALED    
 NN0506* NAVD 88     -       750.75   (meters)    2463.1    (feet)  RESET     
 NN0506  ___________________________________________________________________
 NN0506  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 NN0506
 NN0506  VERT ORDER  -  THIRD
 NN0506
 NN0506.The horizontal coordinates were scaled from a topographic map and have
 NN0506.an estimated accuracy of +/- 6 seconds.
 NN0506
 NN0506.The orthometric height was computed from unverified reset data.
 NN0506
 NN0506.The geoid height was determined by GEOID03.
 NN0506
 NN0506;                    North         East    Units  Estimated Accuracy
 NN0506;SPC NE       -   301,690.      516,880.      MT  (+/- 180 meters Scaled)
 NN0506
 NN0506                          SUPERSEDED SURVEY CONTROL
 NN0506
 NN0506.No superseded survey control is available for this station.
 NN0506
 NN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN347111(NAD 83)
 NN0506_MARKER: DB = BENCH MARK DISK
 NN0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0506_STAMPING: J 226 RESET 1970
 NN0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0506+STABILITY: SURFACE MOTION
 NN0506
 NN0506  HISTORY     - Date     Condition        Report By
 NN0506  HISTORY     - 1970     MONUMENTED       LOCSUR
 NN0506
 NN0506                          STATION DESCRIPTION
 NN0506
 NN0506'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 NN0506'3.6 MI E FROM AINSWORTH.
 NN0506'3.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURT
 NN0506'HOUSE AT AINSWORTH, AT THE INTERSECTION OF A NORTH - SOUTH DIRT
 NN0506'ROAD, 80 FEET LEFT OF THE CENTER LINE OF THE HIGHWAY, 4.6 FEET
 NN0506'WEST AND 2 FEET SOUTH OF A POWER LINE POLE, 1.5 FEET SOUTH
 NN0506'OF A EAST-WEST FENCE LINE, 6 FEET WEST OF A FENCE CORNER AND
 NN0506'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0018 ***********************************************************************
 NO0018  DESIGNATION -  J 227
 NO0018  PID         -  NO0018
 NO0018  STATE/COUNTY-  NE/CHERRY
 NO0018  USGS QUAD   -  BRUSH CREEK (1985)
 NO0018
 NO0018                         *CURRENT SURVEY CONTROL
 NO0018  ___________________________________________________________________
 NO0018* NAD 83(1986)-  42 37 12.     (N)    100 11 27.     (W)     SCALED    
 NO0018* NAVD 88     -       810.076  (meters)    2657.72   (feet)  ADJUSTED  
 NO0018  ___________________________________________________________________
 NO0018  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 NO0018  DYNAMIC HT  -         809.737 (meters)    2656.61  (feet)  COMP
 NO0018  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 NO0018
 NO0018  VERT ORDER  -  FIRST     CLASS II
 NO0018
 NO0018.The horizontal coordinates were scaled from a topographic map and have
 NO0018.an estimated accuracy of +/- 6 seconds.
 NO0018
 NO0018.The orthometric height was determined by differential leveling
 NO0018.and adjusted by the National Geodetic Survey in June 1991..
 NO0018
 NO0018.The geoid height was determined by GEOID03.
 NO0018
 NO0018.The dynamic height is computed by dividing the NAVD 88
 NO0018.geopotential number by the normal gravity value computed on the
 NO0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0018.degrees latitude (g = 980.6199 gals.).
 NO0018
 NO0018.The modeled gravity was interpolated from observed gravity values.
 NO0018
 NO0018;                    North         East    Units  Estimated Accuracy
 NO0018;SPC NE       -   309,430.      484,350.      MT  (+/- 180 meters Scaled)
 NO0018
 NO0018                          SUPERSEDED SURVEY CONTROL
 NO0018
 NO0018  NGVD 29 (??/??/92)  809.785  (m)         2656.77   (f) ADJ UNCH    1 2
 NO0018
 NO0018.Superseded values are not recommended for survey control.
 NO0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0018.See file dsdata.txt to determine how the superseded data were derived.
 NO0018
 NO0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN023193(NAD 83)
 NO0018_MARKER: DB = BENCH MARK DISK
 NO0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NO0018_SP_SET: BRIDGE
 NO0018_STAMPING: J 227 1946
 NO0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0018
 NO0018  HISTORY     - Date     Condition        Report By
 NO0018  HISTORY     - 1946     MONUMENTED       CGS
 NO0018  HISTORY     - 1975     GOOD             NGS
 NO0018
 NO0018                          STATION DESCRIPTION
 NO0018
 NO0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0018'0.3 MI S FROM WOOD LAKE.
 NO0018'0.3 MILE SOUTH ALONG A GRAVEL STREET FROM THE POST OFFICE AT
 NO0018'WOOD LAKE, CHERRY COUNTY, THENCE 2.8 MILES SOUTHEAST ALONG U.S.
 NO0018'HIGHWAY 20, 4 POLES NORTHWEST OF CHICAGO AND NORTH WESTERN RAILWAY
 NO0018'MILEPOST 241, 119 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 NO0018'AT A BRIDGE ON THE RAILROAD, IN THE TOP OF THE SOUTHWEST END OF
 NO0018'THE NORTHWEST ABUTMENT 14 FEET SOUTHWEST OF THE CENTERLINE OF
 NO0018'THE TRACK, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 NO0018'STAMPED J 277 1946.
 NO0018
 NO0018                          STATION RECOVERY (1975)
 NO0018
 NO0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0027 ***********************************************************************
 NO0027  DESIGNATION -  J 228
 NO0027  PID         -  NO0027
 NO0027  STATE/COUNTY-  NE/CHERRY
 NO0027  USGS QUAD   -  ARABIA (1985)
 NO0027
 NO0027                         *CURRENT SURVEY CONTROL
 NO0027  ___________________________________________________________________
 NO0027* NAD 83(1986)-  42 40 46.     (N)    100 19 20.     (W)     SCALED    
 NO0027* NAVD 88     -       826.582  (meters)    2711.88   (feet)  ADJUSTED  
 NO0027  ___________________________________________________________________
 NO0027  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 NO0027  DYNAMIC HT  -         826.241 (meters)    2710.76  (feet)  COMP
 NO0027  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 NO0027
 NO0027  VERT ORDER  -  FIRST     CLASS II
 NO0027
 NO0027.The horizontal coordinates were scaled from a topographic map and have
 NO0027.an estimated accuracy of +/- 6 seconds.
 NO0027
 NO0027.The orthometric height was determined by differential leveling
 NO0027.and adjusted by the National Geodetic Survey in June 1991..
 NO0027
 NO0027.The geoid height was determined by GEOID03.
 NO0027
 NO0027.The dynamic height is computed by dividing the NAVD 88
 NO0027.geopotential number by the normal gravity value computed on the
 NO0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0027.degrees latitude (g = 980.6199 gals.).
 NO0027
 NO0027.The modeled gravity was interpolated from observed gravity values.
 NO0027
 NO0027;                    North         East    Units  Estimated Accuracy
 NO0027;SPC NE       -   316,060.      473,590.      MT  (+/- 180 meters Scaled)
 NO0027
 NO0027                          SUPERSEDED SURVEY CONTROL
 NO0027
 NO0027  NGVD 29 (??/??/92)  826.296  (m)         2710.94   (f) ADJ UNCH    1 2
 NO0027
 NO0027.Superseded values are not recommended for survey control.
 NO0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0027.See file dsdata.txt to determine how the superseded data were derived.
 NO0027
 NO0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN916260(NAD 83)
 NO0027_MARKER: DB = BENCH MARK DISK
 NO0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0027_STAMPING: J 228 1946
 NO0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0027+STABILITY: SURFACE MOTION
 NO0027
 NO0027  HISTORY     - Date     Condition        Report By
 NO0027  HISTORY     - 1946     MONUMENTED       CGS
 NO0027  HISTORY     - 1975     GOOD             NGS
 NO0027
 NO0027                          STATION DESCRIPTION
 NO0027
 NO0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0027'0.5 MI W FROM WOOD LAKE.
 NO0027'0.5 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NO0027'WOOD LAKE, CHERRY COUNTY, THENCE 4.8 MILES NORTHWEST ALONG U.S.
 NO0027'HIGHWAY 20, ACROSS THE HIGHWAY FROM CHICAGO AND NORTH WESTERN
 NO0027'RAILWAY MILEPOST 249, AT THE JUNCTION OF A TRACK ROAD LEADING
 NO0027'SOUTH, 96 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 NO0027'13 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF A FENCE,
 NO0027'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, IN LINE WITH A
 NO0027'ROW OF POWER-TRANSMISSION LINE POLES, AND LEVEL WITH THE HIGHWAY.
 NO0027'A STANDARD DISK, STAMPED J 228 1946 AND SET IN THE TOP OF A
 NO0027'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0027
 NO0027                          STATION RECOVERY (1975)
 NO0027
 NO0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0055 ***********************************************************************
 NO0055  DESIGNATION -  J 229
 NO0055  PID         -  NO0055
 NO0055  STATE/COUNTY-  NE/KEYA PAHA
 NO0055  USGS QUAD   -  NORDEN (1983)
 NO0055
 NO0055                         *CURRENT SURVEY CONTROL
 NO0055  ___________________________________________________________________
 NO0055* NAD 83(1986)-  42 52 18.     (N)    100 07 04.     (W)     SCALED    
 NO0055* NAVD 88     -       767.214  (meters)    2517.10   (feet)  ADJUSTED  
 NO0055  ___________________________________________________________________
 NO0055  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 NO0055  DYNAMIC HT  -         766.909 (meters)    2516.10  (feet)  COMP
 NO0055  MODELED GRAV-     980,197.4   (mgal)                       NAVD 88
 NO0055
 NO0055  VERT ORDER  -  SECOND    CLASS 0
 NO0055
 NO0055.The horizontal coordinates were scaled from a topographic map and have
 NO0055.an estimated accuracy of +/- 6 seconds.
 NO0055
 NO0055.The orthometric height was determined by differential leveling
 NO0055.and adjusted by the National Geodetic Survey in June 1991..
 NO0055
 NO0055.The geoid height was determined by GEOID03.
 NO0055
 NO0055.The dynamic height is computed by dividing the NAVD 88
 NO0055.geopotential number by the normal gravity value computed on the
 NO0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0055.degrees latitude (g = 980.6199 gals.).
 NO0055
 NO0055.The modeled gravity was interpolated from observed gravity values.
 NO0055
 NO0055;                    North         East    Units  Estimated Accuracy
 NO0055;SPC NE       -   337,370.      490,380.      MT  (+/- 180 meters Scaled)
 NO0055
 NO0055                          SUPERSEDED SURVEY CONTROL
 NO0055
 NO0055  NGVD 29 (??/??/92)  766.900  (m)         2516.07   (f) ADJ UNCH    2 0
 NO0055
 NO0055.Superseded values are not recommended for survey control.
 NO0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0055.See file dsdata.txt to determine how the superseded data were derived.
 NO0055
 NO0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN087471(NAD 83)
 NO0055_MARKER: DB = BENCH MARK DISK
 NO0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0055_STAMPING: J 229 1946
 NO0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0055+STABILITY: SURFACE MOTION
 NO0055
 NO0055  HISTORY     - Date     Condition        Report By
 NO0055  HISTORY     - 1946     MONUMENTED       CGS
 NO0055  HISTORY     - 19950406 MARK NOT FOUND   NGS
 NO0055
 NO0055                          STATION DESCRIPTION
 NO0055
 NO0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0055'2.4 MI W FROM NORDEN.
 NO0055'ABOUT 2.4 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM THE
 NO0055'CONOCO SERVICE STATION AT NORDEN, AND AT THE EAST END OF A CURVE
 NO0055'IN THE HIGHWAY, 27 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 NO0055'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE RIGHT-OF-WAY
 NO0055'FENCE, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC
 NO0055'STAMPED J 229 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH
 NO0055'PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED J 229 1946.
 NO0055
 NO0055                          STATION RECOVERY (1995)
 NO0055
 NO0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NO0055'MARK WAS NOT FOUND.  NOTE-BELIEVED TO BE BLOWN IN BY SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0127 ***********************************************************************
 MM0127  DESIGNATION -  J 23
 MM0127  PID         -  MM0127
 MM0127  STATE/COUNTY-  NE/LINCOLN
 MM0127  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0127
 MM0127                         *CURRENT SURVEY CONTROL
 MM0127  ___________________________________________________________________
 MM0127* NAD 83(1986)-  41 11 16.     (N)    100 45 45.     (W)     SCALED    
 MM0127* NAVD 88     -       859.552  (meters)    2820.05   (feet)  ADJUSTED  
 MM0127  ___________________________________________________________________
 MM0127  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 MM0127  DYNAMIC HT  -         859.054 (meters)    2818.41  (feet)  COMP
 MM0127  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 MM0127
 MM0127  VERT ORDER  -  FIRST     CLASS II
 MM0127
 MM0127.The horizontal coordinates were scaled from a topographic map and have
 MM0127.an estimated accuracy of +/- 6 seconds.
 MM0127
 MM0127.The orthometric height was determined by differential leveling
 MM0127.and adjusted by the National Geodetic Survey in June 1994..
 MM0127
 MM0127.The geoid height was determined by GEOID03.
 MM0127
 MM0127.The dynamic height is computed by dividing the NAVD 88
 MM0127.geopotential number by the normal gravity value computed on the
 MM0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0127.degrees latitude (g = 980.6199 gals.).
 MM0127
 MM0127.The modeled gravity was interpolated from observed gravity values.
 MM0127
 MM0127;                    North         East    Units  Estimated Accuracy
 MM0127;SPC NE       -   150,660.      436,050.      MT  (+/- 180 meters Scaled)
 MM0127
 MM0127                          SUPERSEDED SURVEY CONTROL
 MM0127
 MM0127  NAVD 88 (06/15/91)  859.539  (m)         2820.00   (f) UNKNOWN     1 2
 MM0127  NGVD 29 (02/14/92)  859.201  (m)         2818.90   (f) ADJUSTED    1 2
 MM0127
 MM0127.Superseded values are not recommended for survey control.
 MM0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0127.See file dsdata.txt to determine how the superseded data were derived.
 MM0127
 MM0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL521611(NAD 83)
 MM0127_MARKER: DB = BENCH MARK DISK
 MM0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0127_SP_SET: CONCRETE POST
 MM0127_STAMPING: J 23 1933 2818.895
 MM0127_MARK LOGO: CGS   
 MM0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0127+STABILITY: SURFACE MOTION
 MM0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0127+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1991
 MM0127
 MM0127  HISTORY     - Date     Condition        Report By
 MM0127  HISTORY     - 1933     MONUMENTED       CGS
 MM0127  HISTORY     - 1934     GOOD             NGS
 MM0127  HISTORY     - 1986     GOOD             NGS
 MM0127  HISTORY     - 19910821 GOOD             NGS
 MM0127
 MM0127                          STATION DESCRIPTION
 MM0127
 MM0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0127'3 MI N FROM NORTH PLATTE.
 MM0127'3.0 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0127'THE INTERSECTION OF U.S. HIGHWAY 30 AT NORTH PLATTE, LINCOLN
 MM0127'COUNTY, AT VALLEY VIEW DAIRY, 75 FEET EAST OF THE CENTERLINE OF
 MM0127'THE OLD HIGHWAY, 30 FEET EAST OF A FENCE CORNER, 6 FEET SOUTH
 MM0127'OF THE CENTERLINE OF THE DRIVEWAY TO THE DAIRY, AND 1 FOOT NORTH
 MM0127'OF THE FENCE.  A STANDARD DISK, STAMPED 2818.895 J 23 1933 AND
 MM0127'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 MM0127'GROUND.
 MM0127
 MM0127                          STATION RECOVERY (1934)
 MM0127
 MM0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MM0127'RECOVERED IN GOOD CONDITION.
 MM0127
 MM0127                          STATION RECOVERY (1986)
 MM0127
 MM0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0127'RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT
 MM0127'ADD--2.1 METERS (7 FT) SOUTH OF THE CENTER OF A PRIVATE DRIVE LEADING
 MM0127'TO THE TDBS EXOTIC ANIMAL FARM, 8.2 METERS (27 FT) EAST OF A TELEPHONE
 MM0127'JUNCTION BOX AND 0.61 METER (2 FT) EAST OF A METAL WITNESS POST.  NOT
 MM0127'LEVELED TO DURING THIS SURVEY.
 MM0127
 MM0127                          STATION RECOVERY (1991)
 MM0127
 MM0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0127'1.8 KM (1.10 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0127'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0127'0.5 KM (0.30 MI) WESTERLY ALONG A PAVED ROAD, THENCE 2.8 KM (1.75 MI)
 MM0127'NORTHERLY ALONG WASHBOARD ROAD, 23.6 M (77.4 FT) EAST OF THE ROAD
 MM0127'CENTER, 10.6 M (34.8 FT) SOUTHEAST OF A 72-INCH COTTONWOOD TREE, 3.0
 MM0127'M (9.8 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 0.5 M (1.6 FT) WEST OF
 MM0127'A WITNESS POST, 0.3 M (1.0 FT) NORTH OF A CHAIN-LINK FENCE, AND THE
 MM0127'MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 MM0127'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY BOB STONE, RR 3, BOX 163,
 MM0127'NORTH PLATTE, NE 69103, TELEPHONE NUMBER (308) 532-0497.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0633 ***********************************************************************
 NM0633  DESIGNATION -  J 230
 NM0633  PID         -  NM0633
 NM0633  STATE/COUNTY-  NE/DIXON
 NM0633  USGS QUAD   -  EMERSON (1967)
 NM0633
 NM0633                         *CURRENT SURVEY CONTROL
 NM0633  ___________________________________________________________________
 NM0633* NAD 83(1986)-  42 16 35.     (N)    096 44 14.     (W)     SCALED    
 NM0633* NAVD 88     -       432.239  (meters)    1418.10   (feet)  ADJUSTED  
 NM0633  ___________________________________________________________________
 NM0633  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 NM0633  DYNAMIC HT  -         432.094 (meters)    1417.63  (feet)  COMP
 NM0633  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 NM0633
 NM0633  VERT ORDER  -  FIRST     CLASS II
 NM0633
 NM0633.The horizontal coordinates were scaled from a topographic map and have
 NM0633.an estimated accuracy of +/- 6 seconds.
 NM0633
 NM0633.The orthometric height was determined by differential leveling
 NM0633.and adjusted by the National Geodetic Survey in June 1991..
 NM0633
 NM0633.The geoid height was determined by GEOID03.
 NM0633
 NM0633.The dynamic height is computed by dividing the NAVD 88
 NM0633.geopotential number by the normal gravity value computed on the
 NM0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0633.degrees latitude (g = 980.6199 gals.).
 NM0633
 NM0633.The modeled gravity was interpolated from observed gravity values.
 NM0633
 NM0633;                    North         East    Units  Estimated Accuracy
 NM0633;SPC NE       -   276,330.      769,020.      MT  (+/- 180 meters Scaled)
 NM0633
 NM0633                          SUPERSEDED SURVEY CONTROL
 NM0633
 NM0633  NGVD 29 (??/??/92)  432.068  (m)         1417.54   (f) ADJ UNCH    1 2
 NM0633
 NM0633.Superseded values are not recommended for survey control.
 NM0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0633.See file dsdata.txt to determine how the superseded data were derived.
 NM0633
 NM0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM865829(NAD 83)
 NM0633_MARKER: DB = BENCH MARK DISK
 NM0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0633_STAMPING: J 230 1947
 NM0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0633+STABILITY: SURFACE MOTION
 NM0633
 NM0633  HISTORY     - Date     Condition        Report By
 NM0633  HISTORY     - 1947     MONUMENTED       CGS
 NM0633
 NM0633                          STATION DESCRIPTION
 NM0633
 NM0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0633'0.7 MI W FROM EMERSON.
 NM0633'0.7 MILE WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0633'RAILWAY FROM THE STATION AT EMERSON, AT THE TOP OF A HILL AND NEAR A
 NM0633'FARM HOUSE, 166.0 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD
 NM0633'CROSSING, 118.5 FEET NORTHWEST OF AND ACROSS THE TRACK FROM
 NM0633'TELEPHONE POLE NO. 0/20, 70.5 FEET SOUTHEAST OF THE SOUTHEAST
 NM0633'CORNER OF THE CONCRETE FOUNDATION OF A FARM HOUSE, 46.3 FEET
 NM0633'NORTH OF THE NORTH RAIL OF THE TRACK, 2.5 FEET WEST OF A
 NM0633'REFERENCE POST, 0.7 FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE,
 NM0633'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK
 NM0633'AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0312 ***********************************************************************
 MK0312  DESIGNATION -  J 231
 MK0312  PID         -  MK0312
 MK0312  STATE/COUNTY-  NE/BURT
 MK0312  USGS QUAD   -  CRAIG (1970)
 MK0312
 MK0312                         *CURRENT SURVEY CONTROL
 MK0312  ___________________________________________________________________
 MK0312* NAD 83(1986)-  41 48 51.     (N)    096 20 50.     (W)     SCALED    
 MK0312* NAVD 88     -       409.008  (meters)    1341.89   (feet)  ADJUSTED  
 MK0312  ___________________________________________________________________
 MK0312  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 MK0312  DYNAMIC HT  -         408.855 (meters)    1341.39  (feet)  COMP
 MK0312  MODELED GRAV-     980,236.5   (mgal)                       NAVD 88
 MK0312
 MK0312  VERT ORDER  -  SECOND    CLASS 0
 MK0312
 MK0312.The horizontal coordinates were scaled from a topographic map and have
 MK0312.an estimated accuracy of +/- 6 seconds.
 MK0312
 MK0312.The orthometric height was determined by differential leveling
 MK0312.and adjusted by the National Geodetic Survey in June 1991..
 MK0312
 MK0312.The geoid height was determined by GEOID03.
 MK0312
 MK0312.The dynamic height is computed by dividing the NAVD 88
 MK0312.geopotential number by the normal gravity value computed on the
 MK0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0312.degrees latitude (g = 980.6199 gals.).
 MK0312
 MK0312.The modeled gravity was interpolated from observed gravity values.
 MK0312
 MK0312;                    North         East    Units  Estimated Accuracy
 MK0312;SPC NE       -   226,330.      803,330.      MT  (+/- 180 meters Scaled)
 MK0312
 MK0312                          SUPERSEDED SURVEY CONTROL
 MK0312
 MK0312  NGVD 29 (??/??/92)  408.868  (m)         1341.43   (f) ADJ UNCH    2 0
 MK0312
 MK0312.Superseded values are not recommended for survey control.
 MK0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0312.See file dsdata.txt to determine how the superseded data were derived.
 MK0312
 MK0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM203325(NAD 83)
 MK0312_MARKER: DB = BENCH MARK DISK
 MK0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0312_STAMPING: J 231 1947
 MK0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0312+STABILITY: SURFACE MOTION
 MK0312
 MK0312  HISTORY     - Date     Condition        Report By
 MK0312  HISTORY     - 1947     MONUMENTED       CGS
 MK0312  HISTORY     - 1957     GOOD             NGS
 MK0312
 MK0312                          STATION DESCRIPTION
 MK0312
 MK0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0312'2.7 MI NE FROM CRAIG.
 MK0312'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73W FROM THE HIGH SCHOOL AT
 MK0312'CRAIG, THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, IN THE
 MK0312'NORTHWEST ANGLE OF A CROSS ROAD, DIRECTLY ACROSS THE EAST-WEST
 MK0312'ROAD FROM THE NORTHEAST CORNER OF AN IRON FENCE WHICH IS AROUND
 MK0312'A POWER LINE TRANSFORMER STATION, 52.0 FEET WEST OF THE CENTER
 MK0312'OF THE NORTH-SOUTH ROAD, 29.0 FEET NORTH OF THE CENTER OF THE
 MK0312'EAST-WEST ROAD, 20.0 FEET WEST OF A FENCE CORNER POST, 2.0 FEET
 MK0312'WEST OF A REFERENCE POST, 0.8 FOOT SOUTH OF THE NORTH RIGHT OF
 MK0312'WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS
 MK0312'THE ROAD AND PROJECTING 0.2 FOOT.  NOTE-- THIS MARK IS 1.0 MILE
 MK0312'NORTH OF NEW U.S. HIGHWAY 73W.
 MK0312
 MK0312                          STATION RECOVERY (1957)
 MK0312
 MK0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0882 ***********************************************************************
 MJ0882  DESIGNATION -  J 232
 MJ0882  PID         -  MJ0882
 MJ0882  STATE/COUNTY-  NE/SARPY
 MJ0882  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0882
 MJ0882                         *CURRENT SURVEY CONTROL
 MJ0882  ___________________________________________________________________
 MJ0882* NAD 83(1986)-  41 10 58.     (N)    095 55 26.     (W)     SCALED    
 MJ0882* NAVD 88     -       340.596  (meters)    1117.44   (feet)  ADJUSTED  
 MJ0882  ___________________________________________________________________
 MJ0882  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 MJ0882  DYNAMIC HT  -         340.456 (meters)    1116.98  (feet)  COMP
 MJ0882  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 MJ0882
 MJ0882  VERT ORDER  -  SECOND    CLASS 0
 MJ0882
 MJ0882.The horizontal coordinates were scaled from a topographic map and have
 MJ0882.an estimated accuracy of +/- 6 seconds.
 MJ0882
 MJ0882.The orthometric height was determined by differential leveling
 MJ0882.and adjusted by the National Geodetic Survey in June 1991..
 MJ0882
 MJ0882.The geoid height was determined by GEOID03.
 MJ0882
 MJ0882.The dynamic height is computed by dividing the NAVD 88
 MJ0882.geopotential number by the normal gravity value computed on the
 MJ0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0882.degrees latitude (g = 980.6199 gals.).
 MJ0882
 MJ0882.The modeled gravity was interpolated from observed gravity values.
 MJ0882
 MJ0882;                    North         East    Units  Estimated Accuracy
 MJ0882;SPC NE       -   157,880.      841,760.      MT  (+/- 180 meters Scaled)
 MJ0882
 MJ0882                          SUPERSEDED SURVEY CONTROL
 MJ0882
 MJ0882  NGVD 29 (??/??/92)  340.481  (m)         1117.06   (f) ADJ UNCH    2 0
 MJ0882
 MJ0882.Superseded values are not recommended for survey control.
 MJ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0882.See file dsdata.txt to determine how the superseded data were derived.
 MJ0882
 MJ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF547631(NAD 83)
 MJ0882_MARKER: DB = BENCH MARK DISK
 MJ0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0882_STAMPING: J 232 1947
 MJ0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0882+STABILITY: SURFACE MOTION
 MJ0882
 MJ0882  HISTORY     - Date     Condition        Report By
 MJ0882  HISTORY     - 1947     MONUMENTED       CGS
 MJ0882
 MJ0882                          STATION DESCRIPTION
 MJ0882
 MJ0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0882'4.4 MI N FROM BELLEVUE.
 MJ0882'0.2 MILE EAST ALONG NEBRASKA STATE HIGHWAY 31 FROM THE BELLEVUE
 MJ0882'PUBLIC SCHOOL, THENCE 4.2 MILES NORTH ALONG NEBRASKA STATE HIGHWAY
 MJ0882'31, AT A ROAD JUNCTION, 56.0 FEET NORTHWEST OF THE NORTH END
 MJ0882'OF A CONCRETE CULVERT, 36.0 FEET NORTH OF AND 1.0 FOOT HIGHER
 MJ0882'THAN THE CENTER LINE OF THE HIGHWAY, 14.0 FEET WEST OF THE SOUTHWEST
 MJ0882'LEG OF A TRANSMISSION LINE TOWER, 2.0 FEET EAST OF A REFERENCE
 MJ0882'POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 1 INCH
 MJ0882'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0529 ***********************************************************************
 MK0529  DESIGNATION -  J 233
 MK0529  PID         -  MK0529
 MK0529  STATE/COUNTY-  NE/WASHINGTON
 MK0529  USGS QUAD   -  FORT CALHOUN (1975)
 MK0529
 MK0529                         *CURRENT SURVEY CONTROL
 MK0529  ___________________________________________________________________
 MK0529* NAD 83(1986)-  41 25 18.     (N)    096 03 01.     (W)     SCALED    
 MK0529* NAVD 88     -       408.749  (meters)    1341.04   (feet)  ADJUSTED  
 MK0529  ___________________________________________________________________
 MK0529  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 MK0529  DYNAMIC HT  -         408.550 (meters)    1340.38  (feet)  COMP
 MK0529  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 MK0529
 MK0529  VERT ORDER  -  SECOND    CLASS 0
 MK0529
 MK0529.The horizontal coordinates were scaled from a topographic map and have
 MK0529.an estimated accuracy of +/- 6 seconds.
 MK0529
 MK0529.The orthometric height was determined by differential leveling
 MK0529.and adjusted by the National Geodetic Survey in June 1991..
 MK0529
 MK0529.The geoid height was determined by GEOID03.
 MK0529
 MK0529.The dynamic height is computed by dividing the NAVD 88
 MK0529.geopotential number by the normal gravity value computed on the
 MK0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0529.degrees latitude (g = 980.6199 gals.).
 MK0529
 MK0529.The modeled gravity was interpolated from observed gravity values.
 MK0529
 MK0529;                    North         East    Units  Estimated Accuracy
 MK0529;SPC NE       -   183,880.      829,960.      MT  (+/- 180 meters Scaled)
 MK0529
 MK0529                          SUPERSEDED SURVEY CONTROL
 MK0529
 MK0529  NGVD 29 (??/??/92)  408.602  (m)         1340.56   (f) ADJ UNCH    2 0
 MK0529
 MK0529.Superseded values are not recommended for survey control.
 MK0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0529.See file dsdata.txt to determine how the superseded data were derived.
 MK0529
 MK0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL465897(NAD 83)
 MK0529_MARKER: DB = BENCH MARK DISK
 MK0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0529_STAMPING: J 233 1947
 MK0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0529+STABILITY: SURFACE MOTION
 MK0529
 MK0529  HISTORY     - Date     Condition        Report By
 MK0529  HISTORY     - 1947     MONUMENTED       CGS
 MK0529  HISTORY     - 1986     GOOD             USPSQD
 MK0529
 MK0529                          STATION DESCRIPTION
 MK0529
 MK0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0529'3.2 MI SW FROM FORT CALHOUN.
 MK0529'0.5 MILE SOUTH ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE AT
 MK0529'FORT CALHOUN, THENCE 0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 MK0529'THENCE 1.7 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.6 MILE
 MK0529'WEST ALONG A GRADED DIRT ROAD, AT A ROAD JUNCTION, 41 FEET
 MK0529'WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 27 FEET SOUTH
 MK0529'OF AND LEVEL WITH THE CENTER LINE OF AN EAST-WEST ROAD, 19.5
 MK0529'FEET WEST OF A FENCE CORNER, 2 FEET EAST OF A 4 X 4 MARKER
 MK0529'POST, 0.5 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK0529'POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 MK0529
 MK0529                          STATION RECOVERY (1986)
 MK0529
 MK0529'RECOVERY NOTE BY US POWER SQUADRON 1986 (MRB)
 MK0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0654 ***********************************************************************
 NM0654  DESIGNATION -  J 235
 NM0654  PID         -  NM0654
 NM0654  STATE/COUNTY-  NE/DAKOTA
 NM0654  USGS QUAD   -  JACKSON (1993)
 NM0654
 NM0654                         *CURRENT SURVEY CONTROL
 NM0654  ___________________________________________________________________
 NM0654* NAD 83(1986)-  42 23 40.     (N)    096 34 23.     (W)     SCALED    
 NM0654* NAVD 88     -       345.333  (meters)    1132.98   (feet)  ADJUSTED  
 NM0654  ___________________________________________________________________
 NM0654  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 NM0654  DYNAMIC HT  -         345.221 (meters)    1132.61  (feet)  COMP
 NM0654  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 NM0654
 NM0654  VERT ORDER  -  FIRST     CLASS II
 NM0654
 NM0654.The horizontal coordinates were scaled from a topographic map and have
 NM0654.an estimated accuracy of +/- 6 seconds.
 NM0654
 NM0654.The orthometric height was determined by differential leveling
 NM0654.and adjusted by the National Geodetic Survey in June 1991..
 NM0654
 NM0654.The geoid height was determined by GEOID03.
 NM0654
 NM0654.The dynamic height is computed by dividing the NAVD 88
 NM0654.geopotential number by the normal gravity value computed on the
 NM0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0654.degrees latitude (g = 980.6199 gals.).
 NM0654
 NM0654.The modeled gravity was interpolated from observed gravity values.
 NM0654
 NM0654;                    North         East    Units  Estimated Accuracy
 NM0654;SPC NE       -   289,950.      782,030.      MT  (+/- 180 meters Scaled)
 NM0654
 NM0654                          SUPERSEDED SURVEY CONTROL
 NM0654
 NM0654  NGVD 29 (??/??/92)  345.170  (m)         1132.45   (f) ADJ UNCH    1 2
 NM0654
 NM0654.Superseded values are not recommended for survey control.
 NM0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0654.See file dsdata.txt to determine how the superseded data were derived.
 NM0654
 NM0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM997964(NAD 83)
 NM0654_MARKER: DB = BENCH MARK DISK
 NM0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0654_STAMPING: J 235 1947
 NM0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0654+STABILITY: SURFACE MOTION
 NM0654
 NM0654  HISTORY     - Date     Condition        Report By
 NM0654  HISTORY     - 1947     MONUMENTED       CGS
 NM0654  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0654
 NM0654                          STATION DESCRIPTION
 NM0654
 NM0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0654'1.1 MI NE FROM HUBBARD.
 NM0654'ABOUT 1.1 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0654'AND OMAHA RAILROAD FROM THE STATION AT HUBBARD, ABOUT SIX RAILS
 NM0654'EAST OF THE EAST END OF A TRESTLE, ACROSS THE TRACK FROM MILE
 NM0654'POST 15-15, 43.5 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 NM0654'NO. 35, 44.0 FEET SOUTHWEST OF A TELEPHONE POLE, 41.5 FEET
 NM0654'NORTH OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 NM0654'TRACK, 1.0 FOOT WEST OF A 4 IN X 4 IN MARKER POST AND SET IN
 NM0654'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 NM0654'GROUND.
 NM0654
 NM0654                          STATION RECOVERY (1966)
 NM0654
 NM0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0417 ***********************************************************************
 NM0417  DESIGNATION -  J 236
 NM0417  PID         -  NM0417
 NM0417  STATE/COUNTY-  NE/DAKOTA
 NM0417  USGS QUAD   -  HOMER (1976)
 NM0417
 NM0417                         *CURRENT SURVEY CONTROL
 NM0417  ___________________________________________________________________
 NM0417* NAD 83(1986)-  42 19 43.     (N)    096 28 48.     (W)     SCALED    
 NM0417* NAVD 88     -       338.255  (meters)    1109.76   (feet)  ADJUSTED  
 NM0417  ___________________________________________________________________
 NM0417  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 NM0417  DYNAMIC HT  -         338.144 (meters)    1109.39  (feet)  COMP
 NM0417  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 NM0417
 NM0417  VERT ORDER  -  SECOND    CLASS 0
 NM0417
 NM0417.The horizontal coordinates were scaled from a topographic map and have
 NM0417.an estimated accuracy of +/- 6 seconds.
 NM0417
 NM0417.The orthometric height was determined by differential leveling
 NM0417.and adjusted by the National Geodetic Survey in June 1991..
 NM0417
 NM0417.The geoid height was determined by GEOID03.
 NM0417
 NM0417.The dynamic height is computed by dividing the NAVD 88
 NM0417.geopotential number by the normal gravity value computed on the
 NM0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0417.degrees latitude (g = 980.6199 gals.).
 NM0417
 NM0417.The modeled gravity was interpolated from observed gravity values.
 NM0417
 NM0417;                    North         East    Units  Estimated Accuracy
 NM0417;SPC NE       -   282,950.      789,980.      MT  (+/- 180 meters Scaled)
 NM0417
 NM0417                          SUPERSEDED SURVEY CONTROL
 NM0417
 NM0417  NGVD 29 (??/??/92)  338.096  (m)         1109.24   (f) ADJ UNCH    2 0
 NM0417
 NM0417.Superseded values are not recommended for survey control.
 NM0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0417.See file dsdata.txt to determine how the superseded data were derived.
 NM0417
 NM0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM076893(NAD 83)
 NM0417_MARKER: DB = BENCH MARK DISK
 NM0417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0417_SP_SET: BRIDGE
 NM0417_STAMPING: J 236 1947
 NM0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0417
 NM0417  HISTORY     - Date     Condition        Report By
 NM0417  HISTORY     - 1947     MONUMENTED       CGS
 NM0417  HISTORY     - 1949     GOOD             NGS
 NM0417
 NM0417                          STATION DESCRIPTION
 NM0417
 NM0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0417'0.8 MI NE FROM HOMER.
 NM0417'TO REACH FROM THE POST OFFICE AT HOMER GO EAST 0.1 MILE ALONG
 NM0417'MAIN STREET, THENCE NORTHEAST 0.7 MILE ALONG U.S. HIGHWAY
 NM0417'NO. 77 TO SITE OF MARK.  BENCH MARK IS 14.0 FEET EAST OF AND
 NM0417'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE
 NM0417'SOUTHWEST END OF THE NORTHEAST CONCRETE WINGWALL OF A BRIDGE
 NM0417'AND SET IN A DRILL HOLE.
 NM0417
 NM0417                          STATION RECOVERY (1949)
 NM0417
 NM0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0418 ***********************************************************************
 NM0418  DESIGNATION -  J 236 RESET
 NM0418  PID         -  NM0418
 NM0418  STATE/COUNTY-  NE/DAKOTA
 NM0418  USGS QUAD   -  HOMER (1976)
 NM0418
 NM0418                         *CURRENT SURVEY CONTROL
 NM0418  ___________________________________________________________________
 NM0418* NAD 83(1986)-  42 19 43.     (N)    096 28 47.     (W)     SCALED    
 NM0418* NAVD 88     -       337.01   (meters)    1105.7    (feet)  RESET     
 NM0418  ___________________________________________________________________
 NM0418  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 NM0418
 NM0418  VERT ORDER  -  THIRD
 NM0418
 NM0418.The horizontal coordinates were scaled from a topographic map and have
 NM0418.an estimated accuracy of +/- 6 seconds.
 NM0418
 NM0418.The orthometric height was computed from unverified reset data.
 NM0418
 NM0418.The geoid height was determined by GEOID03.
 NM0418
 NM0418;                    North         East    Units  Estimated Accuracy
 NM0418;SPC NE       -   282,950.      790,000.      MT  (+/- 180 meters Scaled)
 NM0418
 NM0418                          SUPERSEDED SURVEY CONTROL
 NM0418
 NM0418  NGVD 29 (??/??/??)  336.85   (m)         1105.1    (f) RESET       3  
 NM0418
 NM0418.Superseded values are not recommended for survey control.
 NM0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0418.See file dsdata.txt to determine how the superseded data were derived.
 NM0418
 NM0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM076893(NAD 83)
 NM0418_MARKER: DB = BENCH MARK DISK
 NM0418_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM0418+WITH SETTING: INTO GROUND
 NM0418_STAMPING: J 236 RESET 1973
 NM0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0418+STABILITY: SURFACE MOTION
 NM0418
 NM0418  HISTORY     - Date     Condition        Report By
 NM0418  HISTORY     - 1973     MONUMENTED       NGS
 NM0418
 NM0418                          STATION DESCRIPTION
 NM0418
 NM0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM0418'0.8 MI N FROM HOMER.
 NM0418'TO REACH THE BENCH MARK FROM THE POST OFFICE IN HOMER, GO EAST
 NM0418'ON MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 77,
 NM0418'TURN LEFT AND GO NORTH ON HIGHWAY 77 FOR 0.8 MILE TO A BRIDGE
 NM0418'AND THE BENCH MARK ON THE RIGHT, 100 FEET EAST OF THE CENTER OF
 NM0418'HIGHWAY 77, ABOUT 85 FEET EAST-NORTHEAST OF THE NORTHEAST END
 NM0418'OF THE BRIDGE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 NM0418'BENCH MARK IS A STANDARD DISK STAMPED J 236 RESET 1973, CRIMPED
 NM0418'TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10 INCH STEEL
 NM0418'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND PROJECTS
 NM0418'3 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0526 ***********************************************************************
 NM0526  DESIGNATION -  J 237
 NM0526  PID         -  NM0526
 NM0526  STATE/COUNTY-  NE/THURSTON
 NM0526  USGS QUAD   -  WALTHILL SW (1966)
 NM0526
 NM0526                         *CURRENT SURVEY CONTROL
 NM0526  ___________________________________________________________________
 NM0526* NAD 83(1986)-  42 05 21.     (N)    096 27 45.     (W)     SCALED    
 NM0526* NAVD 88     -       434.114  (meters)    1424.26   (feet)  ADJUSTED  
 NM0526  ___________________________________________________________________
 NM0526  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM0526  DYNAMIC HT  -         433.958 (meters)    1423.74  (feet)  COMP
 NM0526  MODELED GRAV-     980,249.9   (mgal)                       NAVD 88
 NM0526
 NM0526  VERT ORDER  -  SECOND    CLASS 0
 NM0526
 NM0526.The horizontal coordinates were scaled from a topographic map and have
 NM0526.an estimated accuracy of +/- 6 seconds.
 NM0526
 NM0526.The orthometric height was determined by differential leveling
 NM0526.and adjusted by the National Geodetic Survey in June 1991..
 NM0526
 NM0526.The geoid height was determined by GEOID03.
 NM0526
 NM0526.The dynamic height is computed by dividing the NAVD 88
 NM0526.geopotential number by the normal gravity value computed on the
 NM0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0526.degrees latitude (g = 980.6199 gals.).
 NM0526
 NM0526.The modeled gravity was interpolated from observed gravity values.
 NM0526
 NM0526;                    North         East    Units  Estimated Accuracy
 NM0526;SPC NE       -   256,440.      792,510.      MT  (+/- 180 meters Scaled)
 NM0526
 NM0526                          SUPERSEDED SURVEY CONTROL
 NM0526
 NM0526  NGVD 29 (??/??/92)  433.958  (m)         1423.74   (f) ADJ UNCH    2 0
 NM0526
 NM0526.Superseded values are not recommended for survey control.
 NM0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0526.See file dsdata.txt to determine how the superseded data were derived.
 NM0526
 NM0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM098627(NAD 83)
 NM0526_MARKER: DB = BENCH MARK DISK
 NM0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0526_STAMPING: J 237 1947
 NM0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0526+STABILITY: SURFACE MOTION
 NM0526
 NM0526  HISTORY     - Date     Condition        Report By
 NM0526  HISTORY     - 1947     MONUMENTED       CGS
 NM0526
 NM0526                          STATION DESCRIPTION
 NM0526
 NM0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0526'4.5 MI S FROM WALTHILL.
 NM0526'TO REACH THE BURLINGTON RAILROAD STATION AT WALTHILL GO EAST 0.4
 NM0526'MILE ALONG STATE HIGHWAY NO. 94, THENCE SOUTH 4.1 MILES ALONG
 NM0526'U.S. HIGHWAY NO. 77 TO SITE OF MARK.  BENCH MARK IS 233.0 FEET
 NM0526'SOUTH OF THE CENTER LINE OF AN EAST-WEST GRADED DIRT ROAD,
 NM0526'87.2 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A POWER POLE
 NM0526'WITH GUY WIRE TO WEST, 40.6 FEET EAST OF AND ABOUT LEVEL WITH
 NM0526'THE CENTER LINE OF THE HIGHWAY, 39.0 FEET SOUTH OF A LINE OF
 NM0526'POWER POLES RUNNING EAST, 11.5 FEET NORTH OF A TELEPHONE POLE,
 NM0526'1.0 FOOT WEST OF A FENCE, 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER
 NM0526'POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 NM0526'5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0527 ***********************************************************************
 NM0527  DESIGNATION -  J 237 RESET
 NM0527  PID         -  NM0527
 NM0527  STATE/COUNTY-  NE/THURSTON
 NM0527  USGS QUAD   -  WALTHILL SW (1966)
 NM0527
 NM0527                         *CURRENT SURVEY CONTROL
 NM0527  ___________________________________________________________________
 NM0527* NAD 83(1986)-  42 05 23.     (N)    096 27 47.     (W)     SCALED    
 NM0527* NAVD 88     -       431.13   (meters)    1414.5    (feet)  RESET     
 NM0527  ___________________________________________________________________
 NM0527  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM0527
 NM0527  VERT ORDER  -  THIRD
 NM0527
 NM0527.The horizontal coordinates were scaled from a topographic map and have
 NM0527.an estimated accuracy of +/- 6 seconds.
 NM0527
 NM0527.The orthometric height was computed from unverified reset data.
 NM0527
 NM0527.The geoid height was determined by GEOID03.
 NM0527
 NM0527;                    North         East    Units  Estimated Accuracy
 NM0527;SPC NE       -   256,500.      792,460.      MT  (+/- 180 meters Scaled)
 NM0527
 NM0527                          SUPERSEDED SURVEY CONTROL
 NM0527
 NM0527  NGVD 29 (??/??/??)  430.98   (m)         1414.0    (f) RESET       3  
 NM0527
 NM0527.Superseded values are not recommended for survey control.
 NM0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0527.See file dsdata.txt to determine how the superseded data were derived.
 NM0527
 NM0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM098628(NAD 83)
 NM0527_MARKER: DB = BENCH MARK DISK
 NM0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0527_STAMPING: J 237 RESET 1965
 NM0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0527+STABILITY: SURFACE MOTION
 NM0527
 NM0527  HISTORY     - Date     Condition        Report By
 NM0527  HISTORY     - 1965     MONUMENTED       LOCENG
 NM0527  HISTORY     - 1967     GOOD             LOCENG
 NM0527
 NM0527                          STATION DESCRIPTION
 NM0527
 NM0527'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0527'4.5 MI S FROM WALTHILL.
 NM0527'0.4 MILE EAST ALONG STATE HIGHWAY 94 FROM THE BURLINGTON RAILROAD
 NM0527'STATION AT WALTHILL, THENCE 4.1 MILES SOUTH ALONG U.S. HIGHWAY
 NM0527'77, 67 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AT HIGHWAY
 NM0527'STATION 535 + 79, 48 FEET NORTH OF THE CENTER LINE OF A COUNTY
 NM0527'ROAD WEST, 35 FEET WEST OF THE TOP OF PIPE CULVERT UNDER ROAD,
 NM0527'21 FEET SOUTH OF A TELEPHONE POLE, 7 FEET SOUTHEAST OF A POWER
 NM0527'LINE POLE, 2 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER POST,
 NM0527'SET IN THE TOP OF A 4 INCH SQUARE CONCRETE POST WITH AN 8 INCH
 NM0527'SQUARE TOP PROJECTING 4 INCHES ABOVE THE GROUND, AND ABOUT 4.5
 NM0527'FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0723 ***********************************************************************
 NM0723  DESIGNATION -  J 239
 NM0723  PID         -  NM0723
 NM0723  STATE/COUNTY-  NE/THURSTON
 NM0723  USGS QUAD   -  PENDER NE (1966)
 NM0723
 NM0723                         *CURRENT SURVEY CONTROL
 NM0723  ___________________________________________________________________
 NM0723* NAD 83(1986)-  42 09 44.     (N)    096 36 33.     (W)     SCALED    
 NM0723* NAVD 88     -       447.433  (meters)    1467.95   (feet)  ADJUSTED  
 NM0723  ___________________________________________________________________
 NM0723  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 NM0723  DYNAMIC HT  -         447.276 (meters)    1467.44  (feet)  COMP
 NM0723  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 NM0723
 NM0723  VERT ORDER  -  SECOND    CLASS 0
 NM0723
 NM0723.The horizontal coordinates were scaled from a topographic map and have
 NM0723.an estimated accuracy of +/- 6 seconds.
 NM0723
 NM0723.The orthometric height was determined by differential leveling
 NM0723.and adjusted by the National Geodetic Survey in June 1991..
 NM0723
 NM0723.The geoid height was determined by GEOID03.
 NM0723
 NM0723.The dynamic height is computed by dividing the NAVD 88
 NM0723.geopotential number by the normal gravity value computed on the
 NM0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0723.degrees latitude (g = 980.6199 gals.).
 NM0723
 NM0723.The modeled gravity was interpolated from observed gravity values.
 NM0723
 NM0723;                    North         East    Units  Estimated Accuracy
 NM0723;SPC NE       -   264,060.      780,070.      MT  (+/- 180 meters Scaled)
 NM0723
 NM0723                          SUPERSEDED SURVEY CONTROL
 NM0723
 NM0723  NGVD 29 (??/??/92)  447.275  (m)         1467.43   (f) ADJ UNCH    2 0
 NM0723
 NM0723.Superseded values are not recommended for survey control.
 NM0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0723.See file dsdata.txt to determine how the superseded data were derived.
 NM0723
 NM0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM975705(NAD 83)
 NM0723_MARKER: DB = BENCH MARK DISK
 NM0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0723_STAMPING: J 239 1947
 NM0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0723+STABILITY: SURFACE MOTION
 NM0723
 NM0723  HISTORY     - Date     Condition        Report By
 NM0723  HISTORY     - 1947     MONUMENTED       CGS
 NM0723  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0723
 NM0723                          STATION DESCRIPTION
 NM0723
 NM0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0723'6 MI SE FROM THURSTON.
 NM0723'0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE WATER TOWER AT
 NM0723'THURSTON, THENCE SOUTH 1.0 MILE TO A DIRT CROSS ROAD, THENCE
 NM0723'EAST 5.0 MILES TO A CROSS ROAD, 44.2 FEET SOUTHWEST OF THE
 NM0723'CENTER OF THE INTERSECTION, 39.5 FEET WEST OF THE CENTER OF THE
 NM0723'NORTH-SOUTH ROAD, 34.5 FEET SOUTH OF A GROUP OF 6 MAIL BOXES,
 NM0723'26.1 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 3.5 FEET WEST
 NM0723'OF A TELEPHONE POLE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST
 NM0723'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NM0723
 NM0723                          STATION RECOVERY (1965)
 NM0723
 NM0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0801 ***********************************************************************
 LH0801  DESIGNATION -  J 24
 LH0801  PID         -  LH0801
 LH0801  STATE/COUNTY-  NE/GOSPER
 LH0801  USGS QUAD   -  ELWOOD (1983)
 LH0801
 LH0801                         *CURRENT SURVEY CONTROL
 LH0801  ___________________________________________________________________
 LH0801* NAD 83(1986)-  40 35 25.     (N)    099 50 21.     (W)     SCALED    
 LH0801* NAVD 88     -       803.530  (meters)    2636.25   (feet)  ADJUSTED  
 LH0801  ___________________________________________________________________
 LH0801  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 LH0801  DYNAMIC HT  -         803.019 (meters)    2634.57  (feet)  COMP
 LH0801  MODELED GRAV-     979,962.1   (mgal)                       NAVD 88
 LH0801
 LH0801  VERT ORDER  -  FIRST     CLASS II
 LH0801
 LH0801.The horizontal coordinates were scaled from a topographic map and have
 LH0801.an estimated accuracy of +/- 6 seconds.
 LH0801
 LH0801.The orthometric height was determined by differential leveling
 LH0801.and adjusted by the National Geodetic Survey in June 1991..
 LH0801
 LH0801.The geoid height was determined by GEOID03.
 LH0801
 LH0801.The dynamic height is computed by dividing the NAVD 88
 LH0801.geopotential number by the normal gravity value computed on the
 LH0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0801.degrees latitude (g = 980.6199 gals.).
 LH0801
 LH0801.The modeled gravity was interpolated from observed gravity values.
 LH0801
 LH0801;                    North         East    Units  Estimated Accuracy
 LH0801;SPC NE       -    84,060.      513,610.      MT  (+/- 180 meters Scaled)
 LH0801
 LH0801                          SUPERSEDED SURVEY CONTROL
 LH0801
 LH0801  NGVD 29 (02/14/92)  803.227  (m)         2635.25   (f) ADJUSTED    1 2
 LH0801
 LH0801.Superseded values are not recommended for survey control.
 LH0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0801.See file dsdata.txt to determine how the superseded data were derived.
 LH0801
 LH0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK289936(NAD 83)
 LH0801_MARKER: DB = BENCH MARK DISK
 LH0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0801_SP_SET: CONCRETE POST
 LH0801_STAMPING: J 24 1933
 LH0801_MARK LOGO: CGS   
 LH0801_PROJECTION: PROJECTING 3 CENTIMETERS
 LH0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0801+STABILITY: SURFACE MOTION
 LH0801
 LH0801  HISTORY     - Date     Condition        Report By
 LH0801  HISTORY     - 1933     MONUMENTED       CGS
 LH0801  HISTORY     - 1934     GOOD             NGS
 LH0801  HISTORY     - 1964     GOOD             NGS
 LH0801  HISTORY     - 1986     GOOD             NGS
 LH0801
 LH0801                          STATION DESCRIPTION
 LH0801
 LH0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0801'1 MI E FROM ELWOOD.
 LH0801'ABOUT 1 MILE EAST ALONG STATE HIGHWAY 21 FROM THE COUNTY
 LH0801'COURTHOUSE AT ELWOOD, AT THE CROSSING OF THE CHICAGO, BURLINGTON
 LH0801'AND QUINCY RAILROAD, AT THE JUNCTION OF STATE HIGHWAY 23, 46.6
 LH0801'FEET SOUTH OF THE SOUTH RAIL, 70 FEET SOUTHEAST OF A SIGNPOST
 LH0801'BEARING THE INSCRIPTION ELWOOD, 3 FEET NORTH OF A TELEGRAPH
 LH0801'POLE, AND 44 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 21.
 LH0801'A STANDARD DISK, STAMPED J 24 1933 AND SET IN THE TOP OF A
 LH0801'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LH0801
 LH0801                          STATION RECOVERY (1964)
 LH0801
 LH0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LH0801'RECOVERED IN GOOD CONDITION.
 LH0801
 LH0801                          STATION RECOVERY (1986)
 LH0801
 LH0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0801'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 LH0801'MI) NORTH ALONG US HGIHWAY 283 FROM THE COUNTY COURTHOUSE AT ELWOOD,
 LH0801'THENCE 1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 23, IN THE NORTHEAST
 LH0801'CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING NORTH, 12.6 METERS
 LH0801'(41.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 20.6 METERS (67.5 FT) EAST
 LH0801'OF THE CENTER OF THE ROAD AND 14.0 METERS (46 FT) SOUTH OF THE SOUTH
 LH0801'RAIL OF THE BURLINGTON NORTHERN RAILROAD.
 LH0801'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LH0801'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0448 ***********************************************************************
 NM0448  DESIGNATION -  J 240
 NM0448  PID         -  NM0448
 NM0448  STATE/COUNTY-  NE/THURSTON
 NM0448  USGS QUAD   -  MACY (1966)
 NM0448
 NM0448                         *CURRENT SURVEY CONTROL
 NM0448  ___________________________________________________________________
 NM0448* NAD 83(1986)-  42 05 58.     (N)    096 20 04.     (W)     SCALED    
 NM0448* NAVD 88     -       348.685  (meters)    1143.98   (feet)  ADJUSTED  
 NM0448  ___________________________________________________________________
 NM0448  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 NM0448  DYNAMIC HT  -         348.564 (meters)    1143.58  (feet)  COMP
 NM0448  MODELED GRAV-     980,263.8   (mgal)                       NAVD 88
 NM0448
 NM0448  VERT ORDER  -  SECOND    CLASS 0
 NM0448
 NM0448.The horizontal coordinates were scaled from a topographic map and have
 NM0448.an estimated accuracy of +/- 6 seconds.
 NM0448
 NM0448.The orthometric height was determined by differential leveling
 NM0448.and adjusted by the National Geodetic Survey in June 1991..
 NM0448
 NM0448.The geoid height was determined by GEOID03.
 NM0448
 NM0448.The dynamic height is computed by dividing the NAVD 88
 NM0448.geopotential number by the normal gravity value computed on the
 NM0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0448.degrees latitude (g = 980.6199 gals.).
 NM0448
 NM0448.The modeled gravity was interpolated from observed gravity values.
 NM0448
 NM0448;                    North         East    Units  Estimated Accuracy
 NM0448;SPC NE       -   258,030.      803,040.      MT  (+/- 180 meters Scaled)
 NM0448
 NM0448                          SUPERSEDED SURVEY CONTROL
 NM0448
 NM0448  NGVD 29 (??/??/92)  348.537  (m)         1143.49   (f) ADJ UNCH    2 0
 NM0448
 NM0448.Superseded values are not recommended for survey control.
 NM0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0448.See file dsdata.txt to determine how the superseded data were derived.
 NM0448
 NM0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM204642(NAD 83)
 NM0448_MARKER: DB = BENCH MARK DISK
 NM0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0448_STAMPING: J 240 1947
 NM0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0448+STABILITY: SURFACE MOTION
 NM0448
 NM0448  HISTORY     - Date     Condition        Report By
 NM0448  HISTORY     - 1947     MONUMENTED       CGS
 NM0448
 NM0448                          STATION DESCRIPTION
 NM0448
 NM0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0448'11.2 MI SE FROM WALTHILL.
 NM0448'6.5 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0448'AT WALTHILL, THENCE SOUTHEAST 4.7 MILES ALONG U.S. HIGHWAY
 NM0448'NO. 73 E, 0.1 MILE EAST OF A FARM HOUSE, 90.0 FEET SOUTHWEST OF A
 NM0448'POWER POLE, 37.5 FEET WEST OF THE CENTER OF THE HIGHWAY, 13.3
 NM0448'SOUTH OF THE CENTER OF A FARM DRIVEWAY, 4.8 FEET SOUTH OF A GATE
 NM0448'POST, 2.0 FEET EAST OF A BARBED WIRE FENCE, 2.0 FEET NORTH OF A
 NM0448'4 IN X 4 IN AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0448'0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0449 ***********************************************************************
 NM0449  DESIGNATION -  J 240 RESET
 NM0449  PID         -  NM0449
 NM0449  STATE/COUNTY-  NE/THURSTON
 NM0449  USGS QUAD   -  MACY (1966)
 NM0449
 NM0449                         *CURRENT SURVEY CONTROL
 NM0449  ___________________________________________________________________
 NM0449* NAD 83(1986)-  42 05 58.     (N)    096 20 05.     (W)     SCALED    
 NM0449* NAVD 88     -       351.73   (meters)    1154.0    (feet)  RESET     
 NM0449  ___________________________________________________________________
 NM0449  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 NM0449
 NM0449  VERT ORDER  -  THIRD
 NM0449
 NM0449.The horizontal coordinates were scaled from a topographic map and have
 NM0449.an estimated accuracy of +/- 6 seconds.
 NM0449
 NM0449.The orthometric height was computed from unverified reset data.
 NM0449
 NM0449.The geoid height was determined by GEOID03.
 NM0449
 NM0449;                    North         East    Units  Estimated Accuracy
 NM0449;SPC NE       -   258,020.      803,020.      MT  (+/- 180 meters Scaled)
 NM0449
 NM0449                          SUPERSEDED SURVEY CONTROL
 NM0449
 NM0449  NGVD 29 (??/??/??)  351.58   (m)         1153.5    (f) RESET       3  
 NM0449
 NM0449.Superseded values are not recommended for survey control.
 NM0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0449.See file dsdata.txt to determine how the superseded data were derived.
 NM0449
 NM0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM203642(NAD 83)
 NM0449_MARKER: DB = BENCH MARK DISK
 NM0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0449_STAMPING: J 240 1947 RESET 1961
 NM0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0449+STABILITY: SURFACE MOTION
 NM0449
 NM0449  HISTORY     - Date     Condition        Report By
 NM0449  HISTORY     - 1961     MONUMENTED       CGS
 NM0449
 NM0449                          STATION DESCRIPTION
 NM0449
 NM0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NM0449'11.2 MI SE FROM WALTHILL.
 NM0449'6.5 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 NM0449'WALTHILL, THENCE SOUTHEAST ALONG U.S. HIGHWAY 73 FOR 4.7 MILES,
 NM0449'OR, 0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0449'DECATUR, THENCE NORTHWEST 8.1 MILES ALONG U.S. HIGHWAY 73, 1.0
 NM0449'MILE NORTHWEST OF BENCH MARK T 248 1947 RESET 1961, 0.8 MILE
 NM0449'SOUTHEAST OF BENCH MARK H 240, 116 FEET WEST-SOUTHWEST OF THE
 NM0449'CENTER OF U.S. HIGHWAY 73, 2 FEET EAST-NORTHEAST OF A TELEPHONE
 NM0449'POLE, AND 1 FOOT SOUTH OF A STEEL WITNESS POST, AND SET IN THE TOP
 NM0449'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0296 ***********************************************************************
 MK0296  DESIGNATION -  J 241
 MK0296  PID         -  MK0296
 MK0296  STATE/COUNTY-  NE/BURT
 MK0296  USGS QUAD   -  BERTHA (1970)
 MK0296
 MK0296                         *CURRENT SURVEY CONTROL
 MK0296  ___________________________________________________________________
 MK0296* NAD 83(1986)-  41 53 13.     (N)    096 17 24.     (W)     SCALED    
 MK0296* NAVD 88     -       382.594  (meters)    1255.23   (feet)  ADJUSTED  
 MK0296  ___________________________________________________________________
 MK0296  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 MK0296  DYNAMIC HT  -         382.449 (meters)    1254.75  (feet)  COMP
 MK0296  MODELED GRAV-     980,233.8   (mgal)                       NAVD 88
 MK0296
 MK0296  VERT ORDER  -  SECOND    CLASS 0
 MK0296
 MK0296.The horizontal coordinates were scaled from a topographic map and have
 MK0296.an estimated accuracy of +/- 6 seconds.
 MK0296
 MK0296.The orthometric height was determined by differential leveling
 MK0296.and adjusted by the National Geodetic Survey in June 1991..
 MK0296
 MK0296.The geoid height was determined by GEOID03.
 MK0296
 MK0296.The dynamic height is computed by dividing the NAVD 88
 MK0296.geopotential number by the normal gravity value computed on the
 MK0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0296.degrees latitude (g = 980.6199 gals.).
 MK0296
 MK0296.The modeled gravity was interpolated from observed gravity values.
 MK0296
 MK0296;                    North         East    Units  Estimated Accuracy
 MK0296;SPC NE       -   234,610.      807,730.      MT  (+/- 180 meters Scaled)
 MK0296
 MK0296                          SUPERSEDED SURVEY CONTROL
 MK0296
 MK0296  NGVD 29 (??/??/92)  382.445  (m)         1254.74   (f) ADJ UNCH    2 0
 MK0296
 MK0296.Superseded values are not recommended for survey control.
 MK0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0296.See file dsdata.txt to determine how the superseded data were derived.
 MK0296
 MK0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM248407(NAD 83)
 MK0296_MARKER: DB = BENCH MARK DISK
 MK0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0296_SP_SET: CULVERT
 MK0296_STAMPING: J 241 1947
 MK0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0296
 MK0296  HISTORY     - Date     Condition        Report By
 MK0296  HISTORY     - 1947     MONUMENTED       CGS
 MK0296
 MK0296                          STATION DESCRIPTION
 MK0296
 MK0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0296'10.7 MI NE FROM CRAIG.
 MK0296'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73W FROM THE HIGH SCHOOL AT
 MK0296'CRAIG, THENCE 7.0 MILES NORTH AND 3.0 MILES EAST ALONG GRAVEL
 MK0296'ROADS, 3.0 MILES EAST OF THE BERTHA GENERAL STORE, IN THE
 MK0296'NORTHWEST ANGLE OF A CROSS ROAD, 44.0 FEET WEST OF THE CENTER
 MK0296'OF THE NORTH-SOUTH ROAD, 21.0 FEET NORTH OF THE CENTER OF THE
 MK0296'EAST-WEST ROAD, 11.0 FEET SOUTH OF R E A POWER LINE POLE NO.
 MK0296'C5 48, SET IN TOP OF THE WEST END OF THE NORTH HEAD WALL OF A
 MK0296'LARGE DOUBLE PASSAGE CONCRETE CULVERT UNDER THE ROAD INTERSECTION,
 MK0296'ABOUT 2 FEET BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0167 ***********************************************************************
 MK0167  DESIGNATION -  J 242
 MK0167  PID         -  MK0167
 MK0167  STATE/COUNTY-  NE/BURT
 MK0167  USGS QUAD   -  TEKAMAH NW (1970)
 MK0167
 MK0167                         *CURRENT SURVEY CONTROL
 MK0167  ___________________________________________________________________
 MK0167* NAD 83(1986)-  41 56 44.     (N)    096 12 21.     (W)     SCALED    
 MK0167* NAVD 88     -       318.716  (meters)    1045.65   (feet)  ADJUSTED  
 MK0167  ___________________________________________________________________
 MK0167  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 MK0167  DYNAMIC HT  -         318.600 (meters)    1045.27  (feet)  COMP
 MK0167  MODELED GRAV-     980,250.7   (mgal)                       NAVD 88
 MK0167
 MK0167  VERT ORDER  -  SECOND    CLASS 0
 MK0167
 MK0167.The horizontal coordinates were scaled from a topographic map and have
 MK0167.an estimated accuracy of +/- 6 seconds.
 MK0167
 MK0167.The orthometric height was determined by differential leveling
 MK0167.and adjusted by the National Geodetic Survey in June 1991..
 MK0167
 MK0167.The geoid height was determined by GEOID03.
 MK0167
 MK0167.The dynamic height is computed by dividing the NAVD 88
 MK0167.geopotential number by the normal gravity value computed on the
 MK0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0167.degrees latitude (g = 980.6199 gals.).
 MK0167
 MK0167.The modeled gravity was interpolated from observed gravity values.
 MK0167
 MK0167;                    North         East    Units  Estimated Accuracy
 MK0167;SPC NE       -   241,410.      814,420.      MT  (+/- 180 meters Scaled)
 MK0167
 MK0167                          SUPERSEDED SURVEY CONTROL
 MK0167
 MK0167  NGVD 29 (??/??/92)  318.573  (m)         1045.18   (f) ADJ UNCH    2 0
 MK0167
 MK0167.Superseded values are not recommended for survey control.
 MK0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0167.See file dsdata.txt to determine how the superseded data were derived.
 MK0167
 MK0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM316475(NAD 83)
 MK0167_MARKER: DB = BENCH MARK DISK
 MK0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0167_STAMPING: J 242 1947
 MK0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0167+STABILITY: SURFACE MOTION
 MK0167
 MK0167  HISTORY     - Date     Condition        Report By
 MK0167  HISTORY     - 1947     MONUMENTED       CGS
 MK0167  HISTORY     - 1974     GOOD             LOCSUR
 MK0167
 MK0167                          STATION DESCRIPTION
 MK0167
 MK0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0167'6.2 MI SE FROM DECATUR.
 MK0167'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0167'AT DECATUR, THENCE 2.1 MILES EAST AND 2.75 MILES SOUTH ALONG
 MK0167'A GRAVEL ROAD, AT THE JUNCTION OF AN EAST-WEST T ROAD, 256.0
 MK0167'FEET EAST OF A POINT IN LINE WITH THE CENTER OF THE NORTH-SOUTH
 MK0167'ROAD, 116.0 FEET WEST OF A POWER LINE POLE, 27.0 FEET SOUTH
 MK0167'OF THE CENTER OF THE EAST-WEST ROAD, 2.0 FEET WEST OF A REFERENCE
 MK0167'POST, 1.0 FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE, SET IN A
 MK0167'CONCRETE POST ABOUT 1 FOOT BELOW THE ROAD AND PROJECTING 0.2 FOOT.
 MK0167
 MK0167                          STATION RECOVERY (1974)
 MK0167
 MK0167'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2194 ***********************************************************************
 MK2194  DESIGNATION -  J 243 RESET
 MK2194  PID         -  MK2194
 MK2194  STATE/COUNTY-  NE/DOUGLAS
 MK2194  USGS QUAD   -  IRVINGTON (1984)
 MK2194
 MK2194                         *CURRENT SURVEY CONTROL
 MK2194  ___________________________________________________________________
 MK2194* NAD 83(1986)-  41 19 03.     (N)    096 04 53.     (W)     SCALED    
 MK2194* NAVD 88     -       372.39   (meters)    1221.7    (feet)  RESET     
 MK2194  ___________________________________________________________________
 MK2194  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MK2194
 MK2194  VERT ORDER  -  THIRD
 MK2194
 MK2194.The horizontal coordinates were scaled from a topographic map and have
 MK2194.an estimated accuracy of +/- 6 seconds.
 MK2194
 MK2194.The orthometric height was computed from unverified reset data.
 MK2194.No vertical observational check was made to the station.
 MK2194
 MK2194.The geoid height was determined by GEOID03.
 MK2194
 MK2194;                    North         East    Units  Estimated Accuracy
 MK2194;SPC NE       -   172,210.      827,880.      MT  (+/- 180 meters Scaled)
 MK2194
 MK2194                          SUPERSEDED SURVEY CONTROL
 MK2194
 MK2194  NGVD 29 (08/02/06)  372.27   (m)         1221.4    (f) RESET       3  
 MK2194
 MK2194.Superseded values are not recommended for survey control.
 MK2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2194.See file dsdata.txt to determine how the superseded data were derived.
 MK2194
 MK2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL442781(NAD 83)
 MK2194_MARKER: DV = VERTICAL CONTROL DISK
 MK2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2194_SP_SET: CONCRETE POST
 MK2194_STAMPING: J 243 RESET 1990
 MK2194_MARK LOGO: NGS   
 MK2194_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 MK2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2194+STABILITY: SURFACE MOTION
 MK2194
 MK2194  HISTORY     - Date     Condition        Report By
 MK2194  HISTORY     - 1990     MONUMENTED       NEDR
 MK2194
 MK2194                          STATION DESCRIPTION
 MK2194
 MK2194'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1990
 MK2194'IN THE NORTHWEST PART OF OMAHA AND ON STREET RIGHT-OF-WAY, FROM THE
 MK2194'MILITARY AVENUE BRIDGE OVER INTERSTATE HIGHWAY 680, IN OMAHA, GO WEST
 MK2194'ON MILITARY AVENUE FOR 0.55 MI (0.89 KM) TO THE INTERSECTION WITH
 MK2194'108TH STREET.  TURN RIGHT AND FOLLOW AN OILED ROAD NORTH FOR 0.25 MI
 MK2194'(0.40 KM) TO A CURVE TO THE WEST AND THE BENCH MARK.  THE DISK IS SET
 MK2194'INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH GROUND.
 MK2194'IT IS 140.35 FT (42.78 M) WEST FROM THE TOP OF A FIRE HYDRANT, 56.80
 MK2194'FT (17.31 M) NORTHWEST FROM THE NORTHWEST CORNER OF AN ELECTRICAL
 MK2194'BOX, 44.5 FT (13.6 M) SOUTH FROM THE CENTERLINE OF MILITARY ROAD AND
 MK2194'4.92 FT (1.50 M) NORTH FROM THE BOTTOM OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0370 ***********************************************************************
 MK0370  DESIGNATION -  J 245
 MK0370  PID         -  MK0370
 MK0370  STATE/COUNTY-  NE/BURT
 MK0370  USGS QUAD   -  TEKAMAH (1983)
 MK0370
 MK0370                         *CURRENT SURVEY CONTROL
 MK0370  ___________________________________________________________________
 MK0370* NAD 83(1986)-  41 45 21.     (N)    096 13 52.     (W)     SCALED    
 MK0370* NAVD 88     -       326.920  (meters)    1072.57   (feet)  ADJUSTED  
 MK0370  ___________________________________________________________________
 MK0370  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 MK0370  DYNAMIC HT  -         326.791 (meters)    1072.15  (feet)  COMP
 MK0370  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 MK0370
 MK0370  VERT ORDER  -  SECOND    CLASS 0
 MK0370
 MK0370.The horizontal coordinates were scaled from a topographic map and have
 MK0370.an estimated accuracy of +/- 6 seconds.
 MK0370
 MK0370.The orthometric height was determined by differential leveling
 MK0370.and adjusted by the National Geodetic Survey in June 1991..
 MK0370
 MK0370.The geoid height was determined by GEOID03.
 MK0370
 MK0370.The dynamic height is computed by dividing the NAVD 88
 MK0370.geopotential number by the normal gravity value computed on the
 MK0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0370.degrees latitude (g = 980.6199 gals.).
 MK0370
 MK0370.The modeled gravity was interpolated from observed gravity values.
 MK0370
 MK0370;                    North         East    Units  Estimated Accuracy
 MK0370;SPC NE       -   220,280.      813,240.      MT  (+/- 180 meters Scaled)
 MK0370
 MK0370                          SUPERSEDED SURVEY CONTROL
 MK0370
 MK0370  NGVD 29 (??/??/92)  326.783  (m)         1072.12   (f) ADJ UNCH    2 0
 MK0370
 MK0370.Superseded values are not recommended for survey control.
 MK0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0370.See file dsdata.txt to determine how the superseded data were derived.
 MK0370
 MK0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM301263(NAD 83)
 MK0370_MARKER: DB = BENCH MARK DISK
 MK0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0370_STAMPING: J 245 1947
 MK0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0370+STABILITY: SURFACE MOTION
 MK0370
 MK0370  HISTORY     - Date     Condition        Report By
 MK0370  HISTORY     - 1947     MONUMENTED       CGS
 MK0370
 MK0370                          STATION DESCRIPTION
 MK0370
 MK0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0370'1.2 MI SW FROM TEKAMAH.
 MK0370'1.2 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE CHICAGO, ST.
 MK0370'PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION AT TEKAMAH, AT A
 MK0370'GRAVEL CROSS ROAD, 77.0 FEET SOUTHWEST OF AND ACROSS THE EAST-WEST
 MK0370'ROAD FROM R E A POWER LINE POLE NO. B8 55, 55.0 FEET NORTHWEST
 MK0370'OF THE CENTER OF THE SOUTHWEST-NORTHEAST ROAD, 30.0 FEET SOUTH
 MK0370'OF THE CENTER OF THE EAST-WEST ROAD, 21.0 FEET WEST OF A FENCE
 MK0370'CORNER POST, 2.0 FEET WEST OF A REFERENCE POST, 0.7 FOOT NORTH
 MK0370'OF THE SOUTH RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT
 MK0370'THE SAME ELEVATION AS THE EAST-WEST ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0585 ***********************************************************************
 NM0585  DESIGNATION -  J 246
 NM0585  PID         -  NM0585
 NM0585  STATE/COUNTY-  NE/CUMING
 NM0585  USGS QUAD   -  PENDER (1966)
 NM0585
 NM0585                         *CURRENT SURVEY CONTROL
 NM0585  ___________________________________________________________________
 NM0585* NAD 83(1986)-  42 03 53.     (N)    096 38 53.     (W)     SCALED    
 NM0585* NAVD 88     -       399.052  (meters)    1309.22   (feet)  ADJUSTED  
 NM0585  ___________________________________________________________________
 NM0585  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 NM0585  DYNAMIC HT  -         398.908 (meters)    1308.75  (feet)  COMP
 NM0585  MODELED GRAV-     980,249.9   (mgal)                       NAVD 88
 NM0585
 NM0585  VERT ORDER  -  SECOND    CLASS 0
 NM0585
 NM0585.The horizontal coordinates were scaled from a topographic map and have
 NM0585.an estimated accuracy of +/- 6 seconds.
 NM0585
 NM0585.The orthometric height was determined by differential leveling
 NM0585.and adjusted by the National Geodetic Survey in June 1991..
 NM0585
 NM0585.The geoid height was determined by GEOID03.
 NM0585
 NM0585.The dynamic height is computed by dividing the NAVD 88
 NM0585.geopotential number by the normal gravity value computed on the
 NM0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0585.degrees latitude (g = 980.6199 gals.).
 NM0585
 NM0585.The modeled gravity was interpolated from observed gravity values.
 NM0585
 NM0585;                    North         East    Units  Estimated Accuracy
 NM0585;SPC NE       -   253,120.      777,280.      MT  (+/- 180 meters Scaled)
 NM0585
 NM0585                          SUPERSEDED SURVEY CONTROL
 NM0585
 NM0585  NGVD 29 (??/??/92)  398.895  (m)         1308.71   (f) ADJ UNCH    2 0
 NM0585
 NM0585.Superseded values are not recommended for survey control.
 NM0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0585.See file dsdata.txt to determine how the superseded data were derived.
 NM0585
 NM0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM945596(NAD 83)
 NM0585_MARKER: DB = BENCH MARK DISK
 NM0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0585_STAMPING: J 246 1947
 NM0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0585+STABILITY: SURFACE MOTION
 NM0585
 NM0585  HISTORY     - Date     Condition        Report By
 NM0585  HISTORY     - 1947     MONUMENTED       CGS
 NM0585
 NM0585                          STATION DESCRIPTION
 NM0585
 NM0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0585'4.6 MI SE FROM PENDER.
 NM0585'4.55 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0585'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION AT
 NM0585'PENDER, 141.5 FEET NORTHEAST OF AND ACROSS THE TRACK AND THE
 NM0585'HIGHWAY FROM MILE POST SU. C. 46, 113.3 FEET NORTHEAST OF AND
 NM0585'ACROSS THE HIGHWAY FROM THE NORTHEAST RAIL OF THE TRACK, 85.3
 NM0585'FEET NORTH OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE
 NM0585'NO. 4, 80.0 FEET EAST OF AND ACROSS THE HIGHWAY FROM TELEPHONE
 NM0585'POLE NO. 45.40, 46.0 FEET NORTHWEST OF A POINT IN LINE WITH
 NM0585'THE CENTER OF A DIRT ROAD LEADING ACROSS THE TRACK, 31.0 FEET
 NM0585'NORTHEAST OF THE CENTER OF THE HIGHWAY, 1.2 FOOT NORTHWEST OF
 NM0585'A REFERENCE POST, 0.2 FOOT SOUTHWEST OF THE NORTHEAST HIGHWAY
 NM0585'RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 NM0585'AS THE HIGHWAY AND PROJECTING 0.1 FOOT.  NOTE-- THIS BENCH MARK
 NM0585'IS ALSO 5.2 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0585'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION AT
 NM0585'BANCROFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0586 ***********************************************************************
 NM0586  DESIGNATION -  J 246 RESET
 NM0586  PID         -  NM0586
 NM0586  STATE/COUNTY-  NE/CUMING
 NM0586  USGS QUAD   -  PENDER (1966)
 NM0586
 NM0586                         *CURRENT SURVEY CONTROL
 NM0586  ___________________________________________________________________
 NM0586* NAD 83(1986)-  42 03 53.     (N)    096 38 52.     (W)     SCALED    
 NM0586* NAVD 88     -       398.54   (meters)    1307.5    (feet)  RESET     
 NM0586  ___________________________________________________________________
 NM0586  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 NM0586
 NM0586  VERT ORDER  -  THIRD
 NM0586
 NM0586.The horizontal coordinates were scaled from a topographic map and have
 NM0586.an estimated accuracy of +/- 6 seconds.
 NM0586
 NM0586.The orthometric height was computed from unverified reset data.
 NM0586
 NM0586.The geoid height was determined by GEOID03.
 NM0586
 NM0586;                    North         East    Units  Estimated Accuracy
 NM0586;SPC NE       -   253,120.      777,300.      MT  (+/- 180 meters Scaled)
 NM0586
 NM0586                          SUPERSEDED SURVEY CONTROL
 NM0586
 NM0586.No superseded survey control is available for this station.
 NM0586
 NM0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM946596(NAD 83)
 NM0586_MARKER: DB = BENCH MARK DISK
 NM0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0586_STAMPING: J 246 RESET 1948
 NM0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0586+STABILITY: SURFACE MOTION
 NM0586
 NM0586  HISTORY     - Date     Condition        Report By
 NM0586  HISTORY     - 1948     MONUMENTED       CGS
 NM0586  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0586
 NM0586                          STATION DESCRIPTION
 NM0586
 NM0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0586'4.6 MI SE FROM PENDER.
 NM0586'IN CUMING COUNTY, 5.2 MILES NORTHWEST ALONG THE CHICAGO, ST.
 NM0586'PAUL, MINNESOTA AND OMAHA RAILWAY OR STATE HIGHWAY 16 FROM THE
 NM0586'STATION AT BANCROFT, CUMING COUNTY, 4.6 MILES SOUTHEAST OF THE
 NM0586'STATION PENDER, THURSTON COUNTY, NORTHEAST ACROSS THE TRACK
 NM0586'AND THE HIGHWAY FROM MILEPOST 46, IN SECTION 8, T 24 N, R 7 E,
 NM0586'AT A DIRT-ROAD CROSSING, 190 FEET NORTHWEST OF A DRAINAGE
 NM0586'STRUCTURE, AND 35 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.
 NM0586'A STANDARD DISK, STAMPED J 246 RESET 1948 AND SET IN THE TOP
 NM0586'OF A CONCRETE POST.
 NM0586
 NM0586                          STATION RECOVERY (1965)
 NM0586
 NM0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0433 ***********************************************************************
 MK0433  DESIGNATION -  J 247 RESET
 MK0433  PID         -  MK0433
 MK0433  STATE/COUNTY-  NE/WASHINGTON
 MK0433  USGS QUAD   -  ORUM (1969)
 MK0433
 MK0433                         *CURRENT SURVEY CONTROL
 MK0433  ___________________________________________________________________
 MK0433* NAD 83(1986)-  41 32 19.     (N)    096 22 01.     (W)     SCALED    
 MK0433* NAVD 88     -       387.06   (meters)    1269.9    (feet)  RESET     
 MK0433  ___________________________________________________________________
 MK0433  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MK0433
 MK0433  VERT ORDER  -  THIRD
 MK0433
 MK0433.The horizontal coordinates were scaled from a topographic map and have
 MK0433.an estimated accuracy of +/- 6 seconds.
 MK0433
 MK0433.The orthometric height was computed from unverified reset data.
 MK0433
 MK0433.The geoid height was determined by GEOID03.
 MK0433
 MK0433;                    North         East    Units  Estimated Accuracy
 MK0433;SPC NE       -   195,700.      802,970.      MT  (+/- 180 meters Scaled)
 MK0433
 MK0433                          SUPERSEDED SURVEY CONTROL
 MK0433
 MK0433  NGVD 29 (??/??/??)  386.91   (m)         1269.4    (f) RESET       3  
 MK0433
 MK0433.Superseded values are not recommended for survey control.
 MK0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0433.See file dsdata.txt to determine how the superseded data were derived.
 MK0433
 MK0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM196018(NAD 83)
 MK0433_MARKER: DB = BENCH MARK DISK
 MK0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0433_STAMPING: J 247 1947 RESET 1964
 MK0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0433+STABILITY: SURFACE MOTION
 MK0433
 MK0433  HISTORY     - Date     Condition        Report By
 MK0433  HISTORY     - 1964     MONUMENTED       BOR
 MK0433
 MK0433                          STATION DESCRIPTION
 MK0433
 MK0433'DESCRIBED BY US BUREAU OF RECLAMATION 1964
 MK0433'3.4 MI E FROM FONTANELLE.
 MK0433'ABOUT 0.15 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 MK0433'FONTANELLE, THENCE 3.25 MILES EAST ALONG STATE HIGHWAY 91, AT
 MK0433'THE NORTHEAST ANGLE OF A CROSS ROAD, 119 FEET NORTH OF THE CENTER
 MK0433'LINE OF HIGHWAY 91, 29 FEET EAST OF THE CENTERLINE OF A COUNTY
 MK0433'ROAD, 1.0 FOOT NORTH OF A WITNESS POST, 1.0 FOOT WEST OF A FENCE,
 MK0433'151 FEET NORTH AND 68 FEET EAST OF THE ORIGINAL LOCATION OF THE
 MK0433'MARK, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0541 ***********************************************************************
 NM0541  DESIGNATION -  J 248
 NM0541  PID         -  NM0541
 NM0541  STATE/COUNTY-  NE/THURSTON
 NM0541  USGS QUAD   -  WALTHILL SW (1966)
 NM0541
 NM0541                         *CURRENT SURVEY CONTROL
 NM0541  ___________________________________________________________________
 NM0541* NAD 83(1986)-  42 02 46.     (N)    096 25 28.     (W)     SCALED    
 NM0541* NAVD 88     -       437.591  (meters)    1435.66   (feet)  ADJUSTED  
 NM0541  ___________________________________________________________________
 NM0541  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 NM0541  DYNAMIC HT  -         437.435 (meters)    1435.15  (feet)  COMP
 NM0541  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 NM0541
 NM0541  VERT ORDER  -  SECOND    CLASS 0
 NM0541
 NM0541.The horizontal coordinates were scaled from a topographic map and have
 NM0541.an estimated accuracy of +/- 6 seconds.
 NM0541
 NM0541.The orthometric height was determined by differential leveling
 NM0541.and adjusted by the National Geodetic Survey in June 1991..
 NM0541
 NM0541.The geoid height was determined by GEOID03.
 NM0541
 NM0541.The dynamic height is computed by dividing the NAVD 88
 NM0541.geopotential number by the normal gravity value computed on the
 NM0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0541.degrees latitude (g = 980.6199 gals.).
 NM0541
 NM0541.The modeled gravity was interpolated from observed gravity values.
 NM0541
 NM0541;                    North         East    Units  Estimated Accuracy
 NM0541;SPC NE       -   251,800.      795,850.      MT  (+/- 180 meters Scaled)
 NM0541
 NM0541                          SUPERSEDED SURVEY CONTROL
 NM0541
 NM0541  NGVD 29 (??/??/92)  437.440  (m)         1435.17   (f) ADJ UNCH    2 0
 NM0541
 NM0541.Superseded values are not recommended for survey control.
 NM0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0541.See file dsdata.txt to determine how the superseded data were derived.
 NM0541
 NM0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM131581(NAD 83)
 NM0541_MARKER: DB = BENCH MARK DISK
 NM0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0541_STAMPING: J 248 1947
 NM0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0541+STABILITY: SURFACE MOTION
 NM0541
 NM0541  HISTORY     - Date     Condition        Report By
 NM0541  HISTORY     - 1947     MONUMENTED       CGS
 NM0541
 NM0541                          STATION DESCRIPTION
 NM0541
 NM0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0541'5 MI SE FROM ROSALIE.
 NM0541'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0541'THENCE EAST 4.5 MILES ALONG A DIRT AND GRAVEL ROAD, AT A DIRT
 NM0541'CROSSROAD, 0.1 MILE WEST OF A FARM HOUSE, 44.5 FEET NORTH OF THE
 NM0541'CENTER LINE OF THE EAST-WEST ROAD, 20.0 FEET WEST OF THE CENTER
 NM0541'LINE OF THE NORTH-SOUTH ROAD, 13.0 FEET NORTH OF A POWER POLE,
 NM0541'1.0 FOOT EAST OF A BARBED WIRE FENCE, 2.0 FEET SOUTH OF A 4 X 4
 NM0541'MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM0541'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0493 ***********************************************************************
 MK0493  DESIGNATION -  J 249
 MK0493  PID         -  MK0493
 MK0493  STATE/COUNTY-  NE/WASHINGTON
 MK0493  USGS QUAD   -  ARLINGTON (1968)
 MK0493
 MK0493                         *CURRENT SURVEY CONTROL
 MK0493  ___________________________________________________________________
 MK0493* NAD 83(1986)-  41 26 11.     (N)    096 18 27.     (W)     SCALED    
 MK0493* NAVD 88     -       392.775  (meters)    1288.63   (feet)  ADJUSTED  
 MK0493  ___________________________________________________________________
 MK0493  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 MK0493  DYNAMIC HT  -         392.590 (meters)    1288.02  (feet)  COMP
 MK0493  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 MK0493
 MK0493  VERT ORDER  -  SECOND    CLASS 0
 MK0493
 MK0493.The horizontal coordinates were scaled from a topographic map and have
 MK0493.an estimated accuracy of +/- 6 seconds.
 MK0493
 MK0493.The orthometric height was determined by differential leveling
 MK0493.and adjusted by the National Geodetic Survey in June 1991..
 MK0493.WARNING-Repeat measurements at this control monument indicate possible
 MK0493.vertical movement.
 MK0493
 MK0493.The geoid height was determined by GEOID03.
 MK0493
 MK0493.The dynamic height is computed by dividing the NAVD 88
 MK0493.geopotential number by the normal gravity value computed on the
 MK0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0493.degrees latitude (g = 980.6199 gals.).
 MK0493
 MK0493.The modeled gravity was interpolated from observed gravity values.
 MK0493
 MK0493;                    North         East    Units  Estimated Accuracy
 MK0493;SPC NE       -   184,570.      808,410.      MT  (+/- 180 meters Scaled)
 MK0493
 MK0493                          SUPERSEDED SURVEY CONTROL
 MK0493
 MK0493  NGVD 29 (??/??/92)  392.624  (m)         1288.13   (f) ADJ UNCH    2 0
 MK0493
 MK0493.Superseded values are not recommended for survey control.
 MK0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0493.See file dsdata.txt to determine how the superseded data were derived.
 MK0493
 MK0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL249907(NAD 83)
 MK0493_MARKER: DB = BENCH MARK DISK
 MK0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0493_STAMPING: J 249 1947
 MK0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0493+STABILITY: SURFACE MOTION
 MK0493
 MK0493  HISTORY     - Date     Condition        Report By
 MK0493  HISTORY     - 1947     MONUMENTED       CGS
 MK0493  HISTORY     - 1960     GOOD             NGS
 MK0493
 MK0493                          STATION DESCRIPTION
 MK0493
 MK0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0493'3.3 MI ESE FROM ARLINGTON.
 MK0493'2.2 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE RAILROAD
 MK0493'STATION AT ARLINGTON, THENCE SOUTH 1.0 MILE ALONG A DIRT ROAD,
 MK0493'THENCE EAST 0.1 MILE ALONG A DIRT ROAD, 300.0 FEET WEST OF A
 MK0493'FARM HOUSE, 31.0 FEET SOUTH OF THE CENTER OF THE ROAD, 3.0 FEET
 MK0493'WEST OF THE NORTHWEST CORNER OF A FEED LOT, 1.5 FEET NORTHWEST
 MK0493'OF A POWER POLE, 2.0 FEET NORT OF A 4 IN X 4 IN MARKER POST AND
 MK0493'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 MK0493'GROUND.
 MK0493
 MK0493                          STATION RECOVERY (1960)
 MK0493
 MK0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MK0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0037 ***********************************************************************
 LJ0037  DESIGNATION -  J 25
 LJ0037  PID         -  LJ0037
 LJ0037  STATE/COUNTY-  NE/FURNAS
 LJ0037  USGS QUAD   -  HOLBROOK (1958)
 LJ0037
 LJ0037                         *CURRENT SURVEY CONTROL
 LJ0037  ___________________________________________________________________
 LJ0037* NAD 83(1986)-  40 18 07.     (N)    100 00 36.     (W)     SCALED    
 LJ0037* NAVD 88     -       673.098  (meters)    2208.32   (feet)  ADJUSTED  
 LJ0037  ___________________________________________________________________
 LJ0037  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 LJ0037  DYNAMIC HT  -         672.672 (meters)    2206.92  (feet)  COMP
 LJ0037  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 LJ0037
 LJ0037  VERT ORDER  -  FIRST     CLASS II
 LJ0037
 LJ0037.The horizontal coordinates were scaled from a topographic map and have
 LJ0037.an estimated accuracy of +/- 6 seconds.
 LJ0037
 LJ0037.The orthometric height was determined by differential leveling
 LJ0037.and adjusted by the National Geodetic Survey in June 1991..
 LJ0037
 LJ0037.The geoid height was determined by GEOID03.
 LJ0037
 LJ0037.The dynamic height is computed by dividing the NAVD 88
 LJ0037.geopotential number by the normal gravity value computed on the
 LJ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0037.degrees latitude (g = 980.6199 gals.).
 LJ0037
 LJ0037.The modeled gravity was interpolated from observed gravity values.
 LJ0037
 LJ0037;                    North         East    Units  Estimated Accuracy
 LJ0037;SPC NE       -    52,030.      499,150.      MT  (+/- 180 meters Scaled)
 LJ0037
 LJ0037                          SUPERSEDED SURVEY CONTROL
 LJ0037
 LJ0037  NGVD 29 (??/??/92)  672.810  (m)         2207.38   (f) ADJ UNCH    1 2
 LJ0037
 LJ0037.Superseded values are not recommended for survey control.
 LJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0037.See file dsdata.txt to determine how the superseded data were derived.
 LJ0037
 LJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK141617(NAD 83)
 LJ0037_MARKER: DB = BENCH MARK DISK
 LJ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0037_STAMPING: 2207.377 J 25 1933
 LJ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0037+STABILITY: SURFACE MOTION
 LJ0037
 LJ0037  HISTORY     - Date     Condition        Report By
 LJ0037  HISTORY     - 1933     MONUMENTED       CGS
 LJ0037  HISTORY     - 1943     GOOD             NGS
 LJ0037
 LJ0037                          STATION DESCRIPTION
 LJ0037
 LJ0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LJ0037'AT HOLBROOK.
 LJ0037'AT HOLBROOK, FURNAS COUNTY, 220 FEET SOUTHEAST OF THE SOUTHEAST
 LJ0037'CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 LJ0037'AT THE CROSSING OF CENTRE AVENUE, 123 FEET SOUTH OF THE CENTERLINE
 LJ0037'OF THE MAIN TRACK, AND 65 FEET WEST OF THE CENTERLINE OF THE
 LJ0037'ROAD.  A STANDARD DISK, STAMPED 2207.377 J 25 1933 AND SET IN
 LJ0037'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0256 ***********************************************************************
 LH0256  DESIGNATION -  J 252
 LH0256  PID         -  LH0256
 LH0256  STATE/COUNTY-  NE/WEBSTER
 LH0256  USGS QUAD   -  COWLES (1974)
 LH0256
 LH0256                         *CURRENT SURVEY CONTROL
 LH0256  ___________________________________________________________________
 LH0256* NAD 83(1986)-  40 13 10.     (N)    098 26 57.     (W)     SCALED    
 LH0256* NAVD 88     -       569.818  (meters)    1869.48   (feet)  ADJUSTED  
 LH0256  ___________________________________________________________________
 LH0256  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 LH0256  DYNAMIC HT  -         569.469 (meters)    1868.33  (feet)  COMP
 LH0256  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 LH0256
 LH0256  VERT ORDER  -  FIRST     CLASS II
 LH0256
 LH0256.The horizontal coordinates were scaled from a topographic map and have
 LH0256.an estimated accuracy of +/- 6 seconds.
 LH0256
 LH0256.The orthometric height was determined by differential leveling
 LH0256.and adjusted by the National Geodetic Survey in June 1991..
 LH0256
 LH0256.The geoid height was determined by GEOID03.
 LH0256
 LH0256.The dynamic height is computed by dividing the NAVD 88
 LH0256.geopotential number by the normal gravity value computed on the
 LH0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0256.degrees latitude (g = 980.6199 gals.).
 LH0256
 LH0256.The modeled gravity was interpolated from observed gravity values.
 LH0256
 LH0256;                    North         East    Units  Estimated Accuracy
 LH0256;SPC NE       -    44,060.      631,990.      MT  (+/- 180 meters Scaled)
 LH0256
 LH0256                          SUPERSEDED SURVEY CONTROL
 LH0256
 LH0256  NGVD 29 (??/??/92)  569.590  (m)         1868.73   (f) ADJ UNCH    1 2
 LH0256
 LH0256.Superseded values are not recommended for survey control.
 LH0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0256.See file dsdata.txt to determine how the superseded data were derived.
 LH0256
 LH0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK468522(NAD 83)
 LH0256_MARKER: DB = BENCH MARK DISK
 LH0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0256_STAMPING: J 252 1947
 LH0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0256+STABILITY: SURFACE MOTION
 LH0256
 LH0256  HISTORY     - Date     Condition        Report By
 LH0256  HISTORY     - 1947     MONUMENTED       CGS
 LH0256  HISTORY     - 1974     GOOD             USGS
 LH0256
 LH0256                          STATION DESCRIPTION
 LH0256
 LH0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0256'3.4 MI N FROM COWLES.
 LH0256'3.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0256'FROM THE STATION AT COWLES, SET IN THE SOUTHWEST QUARTER OF A
 LH0256'ROAD CROSSING, 75.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LH0256'44.2 FEET WEST OF THE WEST RAIL OF THE TRACK, 1.4 FEET EAST
 LH0256'OF A FENCE, 1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP
 LH0256'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 LH0256'NOTE-- MARK COVERED BY ABOUT 1.0 TO 1.5 FEET OF DIRT.  A
 LH0256'DRAINAGE WAY FROM THE RR TRACK HAS BEEN ROUTED TO DUMP OVER THIS
 LH0256'MARK.  THE WASHED-IN DIRT IS PRESENTLY FLUSH WITH THE TOP OF THE
 LH0256'WITNESS POST.
 LH0256
 LH0256                          STATION RECOVERY (1974)
 LH0256
 LH0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0765 ***********************************************************************
 MJ0765  DESIGNATION -  J 253
 MJ0765  PID         -  MJ0765
 MJ0765  STATE/COUNTY-  NE/DOUGLAS
 MJ0765  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0765
 MJ0765                         *CURRENT SURVEY CONTROL
 MJ0765  ___________________________________________________________________
 MJ0765* NAD 83(1986)-  41 18 52.     (N)    095 56 12.     (W)     SCALED    
 MJ0765* NAVD 88     -       300.374  (meters)     985.48   (feet)  ADJUSTED  
 MJ0765  ___________________________________________________________________
 MJ0765  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 MJ0765  DYNAMIC HT  -         300.246 (meters)     985.06  (feet)  COMP
 MJ0765  MODELED GRAV-     980,190.4   (mgal)                       NAVD 88
 MJ0765
 MJ0765  VERT ORDER  -  SECOND    CLASS 0
 MJ0765
 MJ0765.The horizontal coordinates were scaled from a topographic map and have
 MJ0765.an estimated accuracy of +/- 6 seconds.
 MJ0765
 MJ0765.The orthometric height was determined by differential leveling
 MJ0765.and adjusted by the National Geodetic Survey in June 1991..
 MJ0765
 MJ0765.The geoid height was determined by GEOID03.
 MJ0765
 MJ0765.The dynamic height is computed by dividing the NAVD 88
 MJ0765.geopotential number by the normal gravity value computed on the
 MJ0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0765.degrees latitude (g = 980.6199 gals.).
 MJ0765
 MJ0765.The modeled gravity was interpolated from observed gravity values.
 MJ0765
 MJ0765;                    North         East    Units  Estimated Accuracy
 MJ0765;SPC NE       -   172,430.      840,000.      MT  (+/- 180 meters Scaled)
 MJ0765
 MJ0765                          SUPERSEDED SURVEY CONTROL
 MJ0765
 MJ0765  NGVD 29 (??/??/92)  300.245  (m)          985.05   (f) ADJ UNCH    2 0
 MJ0765
 MJ0765.Superseded values are not recommended for survey control.
 MJ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0765.See file dsdata.txt to determine how the superseded data were derived.
 MJ0765
 MJ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF541778(NAD 83)
 MJ0765_MARKER: DB = BENCH MARK DISK
 MJ0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0765_SP_SET: WALL
 MJ0765_STAMPING: J 253 1947
 MJ0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0765
 MJ0765  HISTORY     - Date     Condition        Report By
 MJ0765  HISTORY     - 1947     MONUMENTED       CGS
 MJ0765  HISTORY     - 1955     MARK NOT FOUND   NGS
 MJ0765  HISTORY     - 1976     GOOD             LOCSUR
 MJ0765
 MJ0765                          STATION DESCRIPTION
 MJ0765
 MJ0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0765'AT OMAHA.
 MJ0765'AT OMAHA, ABOUT 90 YARDS NORTHEAST OF THE INTERSECTION OF KANSAS
 MJ0765'AVENUE AND SIXTEENTH STREET, ABOUT 30 YARDS EAST OF THE
 MJ0765'CENTER LINE OF SIXTEENTH STREET, AT THE NORTHWEST CORNER OF A
 MJ0765'LARGE BRICK WAREHOUSE OWNED BY THE UNION PACIFIC RAILROAD,
 MJ0765'IN THE WEST WALL OF THE FOUNDATION, 1 FOOT SOUTHWEST OF THE
 MJ0765'NORTHWEST CORNER OF THE BUILDING, SET VERTICALLY ABOUT 2.5
 MJ0765'FEET ABOVE THE SURFACE OF THE GROUND.  NOTE-- MAY BE COVERED
 MJ0765'UP BY TRUCK BUMPER AROUND LOADING DOCK.
 MJ0765
 MJ0765                          STATION RECOVERY (1955)
 MJ0765
 MJ0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 MJ0765'MARK NOT FOUND.
 MJ0765
 MJ0765                          STATION RECOVERY (1976)
 MJ0765
 MJ0765'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1811 ***********************************************************************
 MK1811  DESIGNATION -  J 254
 MK1811  PID         -  MK1811
 MK1811  STATE/COUNTY-  NE/DOUGLAS
 MK1811  USGS QUAD   -  IRVINGTON (1984)
 MK1811
 MK1811                         *CURRENT SURVEY CONTROL
 MK1811  ___________________________________________________________________
 MK1811* NAD 83(1986)-  41 15 11.     (N)    096 00 22.     (W)     SCALED    
 MK1811* NAVD 88     -       337.441  (meters)    1107.09   (feet)  ADJUSTED  
 MK1811  ___________________________________________________________________
 MK1811  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 MK1811  DYNAMIC HT  -         337.298 (meters)    1106.62  (feet)  COMP
 MK1811  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 MK1811
 MK1811  VERT ORDER  -  FIRST     CLASS II
 MK1811
 MK1811.The horizontal coordinates were scaled from a topographic map and have
 MK1811.an estimated accuracy of +/- 6 seconds.
 MK1811
 MK1811.The orthometric height was determined by differential leveling
 MK1811.and adjusted by the National Geodetic Survey in June 1991..
 MK1811
 MK1811.The geoid height was determined by GEOID03.
 MK1811
 MK1811.The dynamic height is computed by dividing the NAVD 88
 MK1811.geopotential number by the normal gravity value computed on the
 MK1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1811.degrees latitude (g = 980.6199 gals.).
 MK1811
 MK1811.The modeled gravity was interpolated from observed gravity values.
 MK1811
 MK1811;                    North         East    Units  Estimated Accuracy
 MK1811;SPC NE       -   165,350.      834,510.      MT  (+/- 180 meters Scaled)
 MK1811
 MK1811                          SUPERSEDED SURVEY CONTROL
 MK1811
 MK1811  NGVD 29 (??/??/92)  337.319  (m)         1106.69   (f) ADJ UNCH    1 2
 MK1811
 MK1811.Superseded values are not recommended for survey control.
 MK1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1811.See file dsdata.txt to determine how the superseded data were derived.
 MK1811
 MK1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL508711(NAD 83)
 MK1811_MARKER: DB = BENCH MARK DISK
 MK1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1811_STAMPING: J 254 1947
 MK1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1811+STABILITY: SURFACE MOTION
 MK1811
 MK1811  HISTORY     - Date     Condition        Report By
 MK1811  HISTORY     - 1947     MONUMENTED       CGS
 MK1811
 MK1811                          STATION DESCRIPTION
 MK1811
 MK1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK1811'AT OMAHA.
 MK1811'AT OMAHA, AT THE JUNCTION OF HAPPY HOLLOW BLVD AND EMILE STREET,
 MK1811'30.8 FEET SOUTHEAST OF A 24-INCH ELM TREE, 59.0 FEET NORTH OF
 MK1811'THE CENTER LINE OF THE NORTHEAST EDGE OF EMILE STREET BRIDGE
 MK1811'OVER A RAVINE, 24.3 FEET SOUTHWEST OF THE SOUTHWEST CURB OF HAPPY
 MK1811'HOLLOW BLVD, 23.1 FEET NORTH OF 24-INCH HACKBERRY TREE, 20.7
 MK1811'FEET NORTHWEST OF THE NORTHWEST CURB OF EMILE STREET, 4.5 FEET
 MK1811'NORTHWEST OF THE INTERSECTION OF LINES ON TOP OF A 1 FOOT SQUARE
 MK1811'CONCRETE REFERENCE BLOCK WHICH HAS USBM 5 AND LINE POINTING
 MK1811'TOWARDS THE BENCH MARK STENCILED ON THE TOP, SET IN THE TOP
 MK1811'OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0920 ***********************************************************************
 MJ0920  DESIGNATION -  J 255
 MJ0920  PID         -  MJ0920
 MJ0920  STATE/COUNTY-  NE/DOUGLAS
 MJ0920  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0920
 MJ0920                         *CURRENT SURVEY CONTROL
 MJ0920  ___________________________________________________________________
 MJ0920* NAD 83(1986)-  41 18 10.     (N)    095 54 17.     (W)     SCALED    
 MJ0920* NAVD 88     -       297.882  (meters)     977.30   (feet)  ADJUSTED  
 MJ0920  ___________________________________________________________________
 MJ0920  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 MJ0920  DYNAMIC HT  -         297.757 (meters)     976.89  (feet)  COMP
 MJ0920  MODELED GRAV-     980,195.4   (mgal)                       NAVD 88
 MJ0920
 MJ0920  VERT ORDER  -  FIRST     CLASS II
 MJ0920
 MJ0920.This mark is at Eppley Airfield Airport (OMA)
 MJ0920
 MJ0920.The horizontal coordinates were scaled from a topographic map and have
 MJ0920.an estimated accuracy of +/- 6 seconds.
 MJ0920
 MJ0920.The orthometric height was determined by differential leveling
 MJ0920.and adjusted by the National Geodetic Survey in June 1991..
 MJ0920
 MJ0920.The geoid height was determined by GEOID03.
 MJ0920
 MJ0920.The dynamic height is computed by dividing the NAVD 88
 MJ0920.geopotential number by the normal gravity value computed on the
 MJ0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0920.degrees latitude (g = 980.6199 gals.).
 MJ0920
 MJ0920.The modeled gravity was interpolated from observed gravity values.
 MJ0920
 MJ0920;                    North         East    Units  Estimated Accuracy
 MJ0920;SPC NE       -   171,260.      842,730.      MT  (+/- 180 meters Scaled)
 MJ0920
 MJ0920                          SUPERSEDED SURVEY CONTROL
 MJ0920
 MJ0920  NGVD 29 (??/??/92)  297.754  (m)          976.88   (f) ADJ UNCH    1 2
 MJ0920
 MJ0920.Superseded values are not recommended for survey control.
 MJ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0920.See file dsdata.txt to determine how the superseded data were derived.
 MJ0920
 MJ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF568764(NAD 83)
 MJ0920_MARKER: DB = BENCH MARK DISK
 MJ0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0920_STAMPING: J 255 1947
 MJ0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0920+STABILITY: SURFACE MOTION
 MJ0920
 MJ0920  HISTORY     - Date     Condition        Report By
 MJ0920  HISTORY     - 1947     MONUMENTED       CGS
 MJ0920  HISTORY     - 1970     GOOD             NGS
 MJ0920  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0920
 MJ0920                          STATION DESCRIPTION
 MJ0920
 MJ0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0920'AT OMAHA.
 MJ0920'AT OMAHA, AT EPPLEY AIRFIELD, 0.35 MILE NORTH ALONG THE PAVED
 MJ0920'ROAD FROM THE ENTRANCE TO THE AIRPORT TERMINAL BLDG., NEAR THE
 MJ0920'DRIVEWAY TO THE OMAHA AIRPORT AUTHORITY MAINTENANCE CENTER,
 MJ0920'BETWEEN CARTER LAKE BLVD. AND CARTER LAKE, 290.9 FEET SOUTHEAST
 MJ0920'OF THE SOUTH END OF A CONCRETE HEADWALL OF A CONCRETE BOX
 MJ0920'CULVERT, 186.8 FEET SOUTHEAST OF A FIRE HYDRANT, 67.2 FEET
 MJ0920'NORTH OF A STUMP OF A PREVIOUS 3 TRUNK ELM TREE, 48.5 FEET
 MJ0920'SOUTHWEST, AND ACROSS THE ROAD, OF A LIGHT STANDARD, 13.5 FEET
 MJ0920'SOUTHWEST OF THE SOUTHWEST EDGE OF THE PAVED ROAD, 5 FEET
 MJ0920'NORTH OF THE JUNCTION OF LINES ON TOP OF A 1 FT. SQAURE CONCRETE
 MJ0920'REFERENCE BLOCK (FLUSH WITH GROUND) THAT HAS USBM 5 AND A LINE
 MJ0920'POINTING TOWARDS THE MARK, SET IN THE TOP OF A CONCRETE POST
 MJ0920'THAT IS FLUSH WITH THE GROUND.
 MJ0920
 MJ0920                          STATION RECOVERY (1976)
 MJ0920
 MJ0920'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1030 ***********************************************************************
 LF1030  DESIGNATION -  J 256
 LF1030  PID         -  LF1030
 LF1030  STATE/COUNTY-  NE/CASS
 LF1030  USGS QUAD   -  ROCK BLUFF (1984)
 LF1030
 LF1030                         *CURRENT SURVEY CONTROL
 LF1030  ___________________________________________________________________
 LF1030* NAD 83(1986)-  40 55 23.     (N)    095 52 00.     (W)     SCALED    
 LF1030* NAVD 88     -       299.378  (meters)     982.21   (feet)  ADJUSTED  
 LF1030  ___________________________________________________________________
 LF1030  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 LF1030  DYNAMIC HT  -         299.248 (meters)     981.78  (feet)  COMP
 LF1030  MODELED GRAV-     980,181.5   (mgal)                       NAVD 88
 LF1030
 LF1030  VERT ORDER  -  SECOND    CLASS 0
 LF1030
 LF1030.The horizontal coordinates were scaled from a topographic map and have
 LF1030.an estimated accuracy of +/- 6 seconds.
 LF1030
 LF1030.The orthometric height was determined by differential leveling
 LF1030.and adjusted by the National Geodetic Survey in June 1991..
 LF1030
 LF1030.The geoid height was determined by GEOID03.
 LF1030
 LF1030.The dynamic height is computed by dividing the NAVD 88
 LF1030.geopotential number by the normal gravity value computed on the
 LF1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1030.degrees latitude (g = 980.6199 gals.).
 LF1030
 LF1030.The modeled gravity was interpolated from observed gravity values.
 LF1030
 LF1030;                    North         East    Units  Estimated Accuracy
 LF1030;SPC NE       -   129,310.      847,930.      MT  (+/- 180 meters Scaled)
 LF1030
 LF1030                          SUPERSEDED SURVEY CONTROL
 LF1030
 LF1030  NGVD 29 (??/??/92)  299.276  (m)          981.87   (f) ADJ UNCH    2 0
 LF1030
 LF1030.Superseded values are not recommended for survey control.
 LF1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1030.See file dsdata.txt to determine how the superseded data were derived.
 LF1030
 LF1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF586341(NAD 83)
 LF1030_MARKER: DB = BENCH MARK DISK
 LF1030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF1030_SP_SET: BRIDGE
 LF1030_STAMPING: J 256 1947
 LF1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF1030
 LF1030  HISTORY     - Date     Condition        Report By
 LF1030  HISTORY     - 1947     MONUMENTED       CGS
 LF1030
 LF1030                          STATION DESCRIPTION
 LF1030
 LF1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1030'4 MI NE FROM MURRAY.
 LF1030'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1030'STATE BANK AT MURRAY, THENCE 2.4 MILES EAST ALONG A GRADED DIRT
 LF1030'ROAD, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, 12.0 FEET
 LF1030'EAST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, SET IN
 LF1030'THE TOP OF THE SOUTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT
 LF1030'OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0406 ***********************************************************************
 MK0406  DESIGNATION -  J 259
 MK0406  PID         -  MK0406
 MK0406  STATE/COUNTY-  NE/WASHINGTON
 MK0406  USGS QUAD   -  ORUM (1969)
 MK0406
 MK0406                         *CURRENT SURVEY CONTROL
 MK0406  ___________________________________________________________________
 MK0406* NAD 83(1986)-  41 33 50.     (N)    096 18 33.     (W)     SCALED    
 MK0406* NAVD 88     -       401.529  (meters)    1317.35   (feet)  ADJUSTED  
 MK0406  ___________________________________________________________________
 MK0406  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MK0406  DYNAMIC HT  -         401.349 (meters)    1316.76  (feet)  COMP
 MK0406  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 MK0406
 MK0406  VERT ORDER  -  SECOND    CLASS 0
 MK0406
 MK0406.The horizontal coordinates were scaled from a topographic map and have
 MK0406.an estimated accuracy of +/- 6 seconds.
 MK0406
 MK0406.The orthometric height was determined by differential leveling
 MK0406.and adjusted by the National Geodetic Survey in June 1991..
 MK0406
 MK0406.The geoid height was determined by GEOID03.
 MK0406
 MK0406.The dynamic height is computed by dividing the NAVD 88
 MK0406.geopotential number by the normal gravity value computed on the
 MK0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0406.degrees latitude (g = 980.6199 gals.).
 MK0406
 MK0406.The modeled gravity was interpolated from observed gravity values.
 MK0406
 MK0406;                    North         East    Units  Estimated Accuracy
 MK0406;SPC NE       -   198,700.      807,670.      MT  (+/- 180 meters Scaled)
 MK0406
 MK0406                          SUPERSEDED SURVEY CONTROL
 MK0406
 MK0406  NGVD 29 (??/??/92)  401.380  (m)         1316.86   (f) ADJ UNCH    2 0
 MK0406
 MK0406.Superseded values are not recommended for survey control.
 MK0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0406.See file dsdata.txt to determine how the superseded data were derived.
 MK0406
 MK0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM243048(NAD 83)
 MK0406_MARKER: DB = BENCH MARK DISK
 MK0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0406_STAMPING: J 259 1947
 MK0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0406+STABILITY: SURFACE MOTION
 MK0406
 MK0406  HISTORY     - Date     Condition        Report By
 MK0406  HISTORY     - 1947     MONUMENTED       CGS
 MK0406
 MK0406                          STATION DESCRIPTION
 MK0406
 MK0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0406'3 MI S FROM SPIKER.
 MK0406'3.05 MILES SOUTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0406'SPIKER, 0.2 MILE SOUTH OF AN EAST-WEST CROSS ROAD, AT THE TOP
 MK0406'OF A HILL, 45.0 FEET EAST OF THE CENTER OF THE HIGHWAY, 21.0 FEET
 MK0406'NORTH OF THE CENTER OF A PRIVATE DRIVE-WAY LEADING EAST TO A
 MK0406'FARM HOUSE, 10.3 FEET WEST OF THE WEST SIDE OF A 3-FOOT ELM TREE,
 MK0406'10.1 FEET EAST OF A STEEL FENCE CORNER POST, 1.5 FOOT WEST OF A
 MK0406'REFERENCE POST, 0.7 FOOT NORTH OF AN EAST-WEST FENCE LINE, SET IN
 MK0406'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 MK0406'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0750 ***********************************************************************
 LF0750  DESIGNATION -  J 260
 LF0750  PID         -  LF0750
 LF0750  STATE/COUNTY-  NE/NEMAHA
 LF0750  USGS QUAD   -  NEMAHA (1966)
 LF0750
 LF0750                         *CURRENT SURVEY CONTROL
 LF0750  ___________________________________________________________________
 LF0750* NAD 83(1986)-  40 21 52.     (N)    095 41 13.     (W)     SCALED    
 LF0750* NAVD 88     -       305.809  (meters)    1003.31   (feet)  ADJUSTED  
 LF0750  ___________________________________________________________________
 LF0750  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LF0750  DYNAMIC HT  -         305.648 (meters)    1002.78  (feet)  COMP
 LF0750  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 LF0750
 LF0750  VERT ORDER  -  SECOND    CLASS 0
 LF0750
 LF0750.The horizontal coordinates were scaled from a topographic map and have
 LF0750.an estimated accuracy of +/- 6 seconds.
 LF0750
 LF0750.The orthometric height was determined by differential leveling
 LF0750.and adjusted by the National Geodetic Survey in June 1991..
 LF0750
 LF0750.The geoid height was determined by GEOID03.
 LF0750
 LF0750.The dynamic height is computed by dividing the NAVD 88
 LF0750.geopotential number by the normal gravity value computed on the
 LF0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0750.degrees latitude (g = 980.6199 gals.).
 LF0750
 LF0750.The modeled gravity was interpolated from observed gravity values.
 LF0750
 LF0750;                    North         East    Units  Estimated Accuracy
 LF0750;SPC NE       -    68,110.      866,140.      MT  (+/- 180 meters Scaled)
 LF0750
 LF0750                          SUPERSEDED SURVEY CONTROL
 LF0750
 LF0750  NGVD 29 (??/??/92)  305.733  (m)         1003.06   (f) ADJ UNCH    2 0
 LF0750
 LF0750.Superseded values are not recommended for survey control.
 LF0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0750.See file dsdata.txt to determine how the superseded data were derived.
 LF0750
 LF0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE718716(NAD 83)
 LF0750_MARKER: DB = BENCH MARK DISK
 LF0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0750_STAMPING: J 260 1947
 LF0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0750+STABILITY: SURFACE MOTION
 LF0750
 LF0750  HISTORY     - Date     Condition        Report By
 LF0750  HISTORY     - 1947     MONUMENTED       CGS
 LF0750
 LF0750                          STATION DESCRIPTION
 LF0750
 LF0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0750'2.5 MI N FROM NEMAHA.
 LF0750'0.7 MILE NORTH AND 0.8 MILE WEST ALONG STATE HIGHWAY NO. 67
 LF0750'FROM THE POST OFFICE AT NAMAHA, THENCE 1.0 MILE NORTH ALONG
 LF0750'A DIRT ROAD, AT THE TOP OF A HILL, 232.0 FEET NORTH OF A POINT
 LF0750'IN LINE WITH THE CENTER OF A DIRT ROAD LEADING EAST, 26.0
 LF0750'FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 3.5 FEET
 LF0750'NORTH OF A POWER LINE POLE, 1.7 FOOT SOUTH OF A REFERENCE POST,
 LF0750'SET IN A CONCRETE POST IN LINE WITH A ROW OF POWER LINE POLES,
 LF0750'ABOUT 3 FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0855 ***********************************************************************
 MJ0855  DESIGNATION -  J 261
 MJ0855  PID         -  MJ0855
 MJ0855  STATE/COUNTY-  NE/WASHINGTON
 MJ0855  USGS QUAD   -  LOVELAND (1994)
 MJ0855
 MJ0855                         *CURRENT SURVEY CONTROL
 MJ0855  ___________________________________________________________________
 MJ0855* NAD 83(1986)-  41 25 45.     (N)    095 57 44.     (W)     SCALED    
 MJ0855* NAVD 88     -       301.933  (meters)     990.59   (feet)  ADJUSTED  
 MJ0855  ___________________________________________________________________
 MJ0855  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 MJ0855  DYNAMIC HT  -         301.793 (meters)     990.13  (feet)  COMP
 MJ0855  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 MJ0855
 MJ0855  VERT ORDER  -  SECOND    CLASS 0
 MJ0855
 MJ0855.The horizontal coordinates were scaled from a topographic map and have
 MJ0855.an estimated accuracy of +/- 6 seconds.
 MJ0855
 MJ0855.The orthometric height was determined by differential leveling
 MJ0855.and adjusted by the National Geodetic Survey in June 1991..
 MJ0855
 MJ0855.The geoid height was determined by GEOID03.
 MJ0855
 MJ0855.The dynamic height is computed by dividing the NAVD 88
 MJ0855.geopotential number by the normal gravity value computed on the
 MJ0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0855.degrees latitude (g = 980.6199 gals.).
 MJ0855
 MJ0855.The modeled gravity was interpolated from observed gravity values.
 MJ0855
 MJ0855;                    North         East    Units  Estimated Accuracy
 MJ0855;SPC NE       -   185,060.      837,270.      MT  (+/- 180 meters Scaled)
 MJ0855
 MJ0855                          SUPERSEDED SURVEY CONTROL
 MJ0855
 MJ0855  NGVD 29 (??/??/92)  301.794  (m)          990.14   (f) ADJ UNCH    2 0
 MJ0855
 MJ0855.Superseded values are not recommended for survey control.
 MJ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0855.See file dsdata.txt to determine how the superseded data were derived.
 MJ0855
 MJ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF524906(NAD 83)
 MJ0855_MARKER: DB = BENCH MARK DISK
 MJ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0855_STAMPING: J 261 1948
 MJ0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0855+STABILITY: SURFACE MOTION
 MJ0855
 MJ0855  HISTORY     - Date     Condition        Report By
 MJ0855  HISTORY     - 1948     MONUMENTED       CGS
 MJ0855
 MJ0855                          STATION DESCRIPTION
 MJ0855
 MJ0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MJ0855'5.3 MI SE FROM FORT CALHOUN.
 MJ0855'0.5 MILE EAST ALONG A DIRT STREET FROM THE POST OFFICE AT FORT
 MJ0855'CALHOUN, THENCE 0.3 MILE SOUTH, 2.9 MILES EAST, 1.5 MILE SOUTH
 MJ0855'AND 0.1 MILE EAST ALONG GRADED DIRT ROADS, AT THE JUNCTION OF A
 MJ0855'PRIVATE DRIVE LEADING NORTH, ABOUT 0.15 MILE WEST OF THE JUNCTION
 MJ0855'OF A ROAD LEADING SOUTH ALONG THE WEST EDGE OF NATHANS LAKE,
 MJ0855'ABOUT 300.0 FEET SOUTH OF A FARM DWELLING, 33.0 FEET NORTH OF THE
 MJ0855'CENTER LINE OF THE ROAD, 20.0 FEET WEST OF THE CENTER LINE OF THE
 MJ0855'PRIVATE DRIVE, 12.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MJ0855'WOODEN CULVERT, 1.4 FOOT NORTHWEST OF A FENCE CORNER POST, 3.3
 MJ0855'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MJ0855'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0666 ***********************************************************************
 NM0666  DESIGNATION -  J 262
 NM0666  PID         -  NM0666
 NM0666  STATE/COUNTY-  NE/DAKOTA
 NM0666  USGS QUAD   -  JACKSON (1993)
 NM0666
 NM0666                         *CURRENT SURVEY CONTROL
 NM0666  ___________________________________________________________________
 NM0666* NAD 83(1986)-  42 28 11.     (N)    096 31 16.     (W)     SCALED    
 NM0666* NAVD 88     -       334.244  (meters)    1096.60   (feet)  ADJUSTED  
 NM0666  ___________________________________________________________________
 NM0666  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM0666  DYNAMIC HT  -         334.137 (meters)    1096.25  (feet)  COMP
 NM0666  MODELED GRAV-     980,292.5   (mgal)                       NAVD 88
 NM0666
 NM0666  VERT ORDER  -  SECOND    CLASS 0
 NM0666
 NM0666.The horizontal coordinates were scaled from a topographic map and have
 NM0666.an estimated accuracy of +/- 6 seconds.
 NM0666
 NM0666.The orthometric height was determined by differential leveling
 NM0666.and adjusted by the National Geodetic Survey in June 1991..
 NM0666
 NM0666.The geoid height was determined by GEOID03.
 NM0666
 NM0666.The dynamic height is computed by dividing the NAVD 88
 NM0666.geopotential number by the normal gravity value computed on the
 NM0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0666.degrees latitude (g = 980.6199 gals.).
 NM0666
 NM0666.The modeled gravity was interpolated from observed gravity values.
 NM0666
 NM0666;                    North         East    Units  Estimated Accuracy
 NM0666;SPC NE       -   298,470.      785,970.      MT  (+/- 180 meters Scaled)
 NM0666
 NM0666                          SUPERSEDED SURVEY CONTROL
 NM0666
 NM0666  NGVD 29 (??/??/92)  334.077  (m)         1096.05   (f) ADJ UNCH    2 0
 NM0666
 NM0666.Superseded values are not recommended for survey control.
 NM0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0666.See file dsdata.txt to determine how the superseded data were derived.
 NM0666
 NM0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN037049(NAD 83)
 NM0666_MARKER: DB = BENCH MARK DISK
 NM0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0666_STAMPING: J 262 1948
 NM0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0666+STABILITY: SURFACE MOTION
 NM0666
 NM0666  HISTORY     - Date     Condition        Report By
 NM0666  HISTORY     - 1948     MONUMENTED       CGS
 NM0666
 NM0666                          STATION DESCRIPTION
 NM0666
 NM0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0666'3.6 MI NE FROM JACKSON.
 NM0666'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0666'JACKSON, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 1.9
 NM0666'MILES EAST ALONG A DIRT ROAD, 0.2 MILE EAST OF A STEEL BRIDGE
 NM0666'OVER THE ELK CREEK DITCH, ABOUT 250.0 FEET EAST OF A T ROAD
 NM0666'LEADING SOUTH, AT THE EAST END OF A ROW OF SMALL TREES, 15.0
 NM0666'FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.6 FOOT SOUTH OF
 NM0666'A FENCE, 1.3 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF
 NM0666'A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0528 ***********************************************************************
 LF0528  DESIGNATION -  J 263
 LF0528  PID         -  LF0528
 LF0528  STATE/COUNTY-  NE/RICHARDSON
 LF0528  USGS QUAD   -  FALLS CITY (1984)
 LF0528
 LF0528                         *CURRENT SURVEY CONTROL
 LF0528  ___________________________________________________________________
 LF0528* NAD 83(1986)-  40 01 21.     (N)    095 34 39.     (W)     SCALED    
 LF0528* NAVD 88     -       268.953  (meters)     882.39   (feet)  ADJUSTED  
 LF0528  ___________________________________________________________________
 LF0528  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LF0528  DYNAMIC HT  -         268.802 (meters)     881.89  (feet)  COMP
 LF0528  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 LF0528
 LF0528  VERT ORDER  -  SECOND    CLASS 0
 LF0528
 LF0528.The horizontal coordinates were scaled from a topographic map and have
 LF0528.an estimated accuracy of +/- 6 seconds.
 LF0528
 LF0528.The orthometric height was determined by differential leveling
 LF0528.and adjusted by the National Geodetic Survey in June 1991..
 LF0528
 LF0528.The geoid height was determined by GEOID03.
 LF0528
 LF0528.The dynamic height is computed by dividing the NAVD 88
 LF0528.geopotential number by the normal gravity value computed on the
 LF0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0528.degrees latitude (g = 980.6199 gals.).
 LF0528
 LF0528.The modeled gravity was interpolated from observed gravity values.
 LF0528
 LF0528;                    North         East    Units  Estimated Accuracy
 LF0528;SPC NE       -    30,660.      877,360.      MT  (+/- 180 meters Scaled)
 LF0528
 LF0528                          SUPERSEDED SURVEY CONTROL
 LF0528
 LF0528  NGVD 29 (??/??/92)  268.872  (m)          882.12   (f) ADJ UNCH    2 0
 LF0528
 LF0528.Superseded values are not recommended for survey control.
 LF0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0528.See file dsdata.txt to determine how the superseded data were derived.
 LF0528
 LF0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE800334(NAD 83)
 LF0528_MARKER: DB = BENCH MARK DISK
 LF0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0528_STAMPING: J 263 1948
 LF0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0528+STABILITY: SURFACE MOTION
 LF0528
 LF0528  HISTORY     - Date     Condition        Report By
 LF0528  HISTORY     - 1948     MONUMENTED       CGS
 LF0528
 LF0528                          STATION DESCRIPTION
 LF0528
 LF0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0528'2.6 MI SE FROM FALLS CITY.
 LF0528'2.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0528'MISSOURI PACIFIC RAILROAD STATION AT FALLS CITY, 86.0 FEET
 LF0528'WEST OF THE NORTHWEST END OF TRESTLE 132, 88.6 FEET WEST OF THE
 LF0528'WEST RAIL, 42.0 FEET WEST OF RIGHT-OF-WAY FENCE LINE, 18.0 FEET
 LF0528'NORTHEAST OF A 14-INCH HONEY LOCUST TREE, 1.4 FEET SOUTH OF A
 LF0528'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LF0528'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5249 ***********************************************************************
 DG5249  DESIGNATION -  J 263 RESET
 DG5249  PID         -  DG5249
 DG5249  STATE/COUNTY-  NE/RICHARDSON
 DG5249  USGS QUAD   -  FALLS CITY (1984)
 DG5249
 DG5249                         *CURRENT SURVEY CONTROL
 DG5249  ___________________________________________________________________
 DG5249* NAD 83(1986)-  40 01 21.     (N)    095 34 39.     (W)     SCALED    
 DG5249* NAVD 88     -       268.38   (meters)     880.5    (feet)  RESET     
 DG5249  ___________________________________________________________________
 DG5249  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DG5249
 DG5249  VERT ORDER  -  THIRD
 DG5249
 DG5249.The horizontal coordinates were scaled from a topographic map and have
 DG5249.an estimated accuracy of +/- 6 seconds.
 DG5249
 DG5249.The orthometric height was computed from unverified reset data.
 DG5249.No vertical observational check was made to the station.
 DG5249
 DG5249.The geoid height was determined by GEOID03.
 DG5249
 DG5249;                    North         East    Units  Estimated Accuracy
 DG5249;SPC NE       -    30,660.      877,360.      MT  (+/- 180 meters Scaled)
 DG5249
 DG5249                          SUPERSEDED SURVEY CONTROL
 DG5249
 DG5249.No superseded survey control is available for this station.
 DG5249
 DG5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE800334(NAD 83)
 DG5249_MARKER: DV = VERTICAL CONTROL DISK
 DG5249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5249_STAMPING: J 263 RESET 2003
 DG5249_MARK LOGO: NGS   
 DG5249_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5249+STABILITY: SURFACE MOTION
 DG5249
 DG5249  HISTORY     - Date     Condition        Report By
 DG5249  HISTORY     - 2003     MONUMENTED       NEDR
 DG5249
 DG5249                          STATION DESCRIPTION
 DG5249
 DG5249'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (JC)
 DG5249'FROM THE JCT OF HWY 159 AND HWY 73 IN FALLS CITY GO SOUTH ON HWY 73
 DG5249'APPROXIMATELY 2.3 MILES TO CO RD, TURN LEFT (EAST) AND GO
 DG5249'APPROXIMATELY 0.24 MILE TO A FIELD ENTRANCE EAST, CONTINUE ON FIELD
 DG5249'DRIVE APPROXIMATELY 0.81 MILES TO RR TRACKS CROSS TRACKS AND TURN
 DG5249'RIGHT SOUTH AND GO APPROXIMATELY 1200 FEET TO BM NEAR N-S FENCELINE.
 DG5249'47.5 FEET WEST TO EAST EDGE OF EAST RAIL OF MISSOURI PACIFIC RR. 43.5
 DG5249'FEET SOUTH WEST TO NORTH EAST CORNER OF RR BRIDGE NO 3824. 12.6 FEET
 DG5249'SOUTH SOUTHEAST TO A CORNER FENCE POST. 0.7 FEET WEST OF FIBERGLASS
 DG5249'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0614 ***********************************************************************
 LF0614  DESIGNATION -  J 266
 LF0614  PID         -  LF0614
 LF0614  STATE/COUNTY-  NE/RICHARDSON
 LF0614  USGS QUAD   -  BARADA (1966)
 LF0614
 LF0614                         *CURRENT SURVEY CONTROL
 LF0614  ___________________________________________________________________
 LF0614* NAD 83(1986)-  40 13 59.     (N)    095 34 41.     (W)     SCALED    
 LF0614* NAVD 88     -       350.555  (meters)    1150.11   (feet)  ADJUSTED  
 LF0614  ___________________________________________________________________
 LF0614  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LF0614  DYNAMIC HT  -         350.361 (meters)    1149.48  (feet)  COMP
 LF0614  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 LF0614
 LF0614  VERT ORDER  -  SECOND    CLASS 0
 LF0614
 LF0614.The horizontal coordinates were scaled from a topographic map and have
 LF0614.an estimated accuracy of +/- 6 seconds.
 LF0614
 LF0614.The orthometric height was determined by differential leveling
 LF0614.and adjusted by the National Geodetic Survey in June 1991..
 LF0614
 LF0614.The geoid height was determined by GEOID03.
 LF0614
 LF0614.The dynamic height is computed by dividing the NAVD 88
 LF0614.geopotential number by the normal gravity value computed on the
 LF0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0614.degrees latitude (g = 980.6199 gals.).
 LF0614
 LF0614.The modeled gravity was interpolated from observed gravity values.
 LF0614
 LF0614;                    North         East    Units  Estimated Accuracy
 LF0614;SPC NE       -    54,000.      876,120.      MT  (+/- 180 meters Scaled)
 LF0614
 LF0614                          SUPERSEDED SURVEY CONTROL
 LF0614
 LF0614  NGVD 29 (??/??/92)  350.482  (m)         1149.87   (f) ADJ UNCH    2 0
 LF0614
 LF0614.Superseded values are not recommended for survey control.
 LF0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0614.See file dsdata.txt to determine how the superseded data were derived.
 LF0614
 LF0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE806568(NAD 83)
 LF0614_MARKER: DB = BENCH MARK DISK
 LF0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0614_STAMPING: J 266 1947
 LF0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0614+STABILITY: SURFACE MOTION
 LF0614
 LF0614  HISTORY     - Date     Condition        Report By
 LF0614  HISTORY     - 1947     MONUMENTED       CGS
 LF0614
 LF0614                          STATION DESCRIPTION
 LF0614
 LF0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0614'1 MI N FROM BARADA.
 LF0614'1.0 MILE NORTH ALONG A DIRT ROAD FROM THE SCHOOL AT BARADA, AT
 LF0614'THE TOP OF A HILL, IN THE NORTHEAST ANGLE OF A CROSS ROAD, 52.0
 LF0614'FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 33.8 FEET
 LF0614'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF
 LF0614'A FARM HOUSE, 30.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LF0614'ROAD, 24.0 FEET NORTH OF A GUY WIRE BRACED POWER LINE POLE, 6.5
 LF0614'FEET WEST OF A 15-INCH MAPLE TREE, 1.5 FOOT NORTH OF A REFERENCE
 LF0614'POST, 0.7 FOOT WEST OF A NORTH-SOUTH FARM YARD FENCE, SET IN A
 LF0614'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROADS AND
 LF0614'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0672 ***********************************************************************
 LF0672  DESIGNATION -  J 268
 LF0672  PID         -  LF0672
 LF0672  STATE/COUNTY-  NE/NEMAHA
 LF0672  USGS QUAD   -  AUBURN (1966)
 LF0672
 LF0672                         *CURRENT SURVEY CONTROL
 LF0672  ___________________________________________________________________
 LF0672* NAD 83(1986)-  40 24 24.     (N)    095 45 13.     (W)     SCALED    
 LF0672* NAVD 88     -       338.752  (meters)    1111.39   (feet)  ADJUSTED  
 LF0672  ___________________________________________________________________
 LF0672  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LF0672  DYNAMIC HT  -         338.570 (meters)    1110.79  (feet)  COMP
 LF0672  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 LF0672
 LF0672  VERT ORDER  -  SECOND    CLASS 0
 LF0672
 LF0672.The horizontal coordinates were scaled from a topographic map and have
 LF0672.an estimated accuracy of +/- 6 seconds.
 LF0672
 LF0672.The orthometric height was determined by differential leveling
 LF0672.and adjusted by the National Geodetic Survey in June 1991..
 LF0672
 LF0672.The geoid height was determined by GEOID03.
 LF0672
 LF0672.The dynamic height is computed by dividing the NAVD 88
 LF0672.geopotential number by the normal gravity value computed on the
 LF0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0672.degrees latitude (g = 980.6199 gals.).
 LF0672
 LF0672.The modeled gravity was interpolated from observed gravity values.
 LF0672
 LF0672;                    North         East    Units  Estimated Accuracy
 LF0672;SPC NE       -    72,510.      860,250.      MT  (+/- 180 meters Scaled)
 LF0672
 LF0672                          SUPERSEDED SURVEY CONTROL
 LF0672
 LF0672  NGVD 29 (??/??/92)  338.667  (m)         1111.11   (f) ADJ UNCH    2 0
 LF0672
 LF0672.Superseded values are not recommended for survey control.
 LF0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0672.See file dsdata.txt to determine how the superseded data were derived.
 LF0672
 LF0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE663765(NAD 83)
 LF0672_MARKER: DB = BENCH MARK DISK
 LF0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0672_STAMPING: J 268 1947
 LF0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0672+STABILITY: SURFACE MOTION
 LF0672
 LF0672  HISTORY     - Date     Condition        Report By
 LF0672  HISTORY     - 1947     MONUMENTED       CGS
 LF0672
 LF0672                          STATION DESCRIPTION
 LF0672
 LF0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0672'5.6 MI SW FROM PERU.
 LF0672'1.6 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 67 AND 4.0 MILES SOUTH
 LF0672'ALONG A GRAVEL ROAD FROM THE T.J. MAJORS TRAINING SCHOOL AT PERU,
 LF0672'AT THE SOUTHEAST CORNER OF A CHURCH YARD, 212.0 FEET SOUTH OF THE
 LF0672'CENTER OF AN EAST-WEST CROSS ROAD, 80.2 FEET SOUTH OF THE SOUTHEAST
 LF0672'CORNER OF AND IN LINE WITH THE EAST WALL OF THE CHURCH, 53.0
 LF0672'FEET WEST OF THE CENTER OF THE MAIN NORTH-SOUTH ROAD, 22.7 FEET
 LF0672'SOUTHEAST OF THE SOUTHEAST SIDE OF A 2 1/2-FOOT MAPLE TREE, 22.3
 LF0672'FEET WEST OF THE SOUTHEAST CORNER OF THE CHURCH YARD, 2.0 FEET
 LF0672'WEST OF A REFERENCE POST, 0.6 FOOT NORTH OF AN EAST-WEST FENCE
 LF0672'LINE, SET IN CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD
 LF0672'AND PROJECTING 0.4 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 0.4 MILE
 LF0672'SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD, 3.9 MILES EAST ALONG
 LF0672'STATE HIGHWAY NO. 3 AND 1.0 MILE NORTH ALONG A GRAVEL ROAD FROM
 LF0672'THE MISSOURI PACIFIC RAILROAD STATION AT AUBURN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0118 ***********************************************************************
 LG0118  DESIGNATION -  J 269
 LG0118  PID         -  LG0118
 LG0118  STATE/COUNTY-  NE/CASS
 LG0118  USGS QUAD   -  AVOCA (1966)
 LG0118
 LG0118                         *CURRENT SURVEY CONTROL
 LG0118  ___________________________________________________________________
 LG0118* NAD 83(1986)-  40 48 51.     (N)    096 00 26.     (W)     SCALED    
 LG0118* NAVD 88     -       342.580  (meters)    1123.95   (feet)  ADJUSTED  
 LG0118  ___________________________________________________________________
 LG0118  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 LG0118  DYNAMIC HT  -         342.425 (meters)    1123.44  (feet)  COMP
 LG0118  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 LG0118
 LG0118  VERT ORDER  -  SECOND    CLASS 0
 LG0118
 LG0118.The horizontal coordinates were scaled from a topographic map and have
 LG0118.an estimated accuracy of +/- 6 seconds.
 LG0118
 LG0118.The orthometric height was determined by differential leveling
 LG0118.and adjusted by the National Geodetic Survey in June 1991..
 LG0118
 LG0118.The geoid height was determined by GEOID03.
 LG0118
 LG0118.The dynamic height is computed by dividing the NAVD 88
 LG0118.geopotential number by the normal gravity value computed on the
 LG0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0118.degrees latitude (g = 980.6199 gals.).
 LG0118
 LG0118.The modeled gravity was interpolated from observed gravity values.
 LG0118
 LG0118;                    North         East    Units  Estimated Accuracy
 LG0118;SPC NE       -   116,680.      836,660.      MT  (+/- 180 meters Scaled)
 LG0118
 LG0118                          SUPERSEDED SURVEY CONTROL
 LG0118
 LG0118  NGVD 29 (??/??/92)  342.483  (m)         1123.63   (f) ADJ UNCH    2 0
 LG0118
 LG0118.Superseded values are not recommended for survey control.
 LG0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0118.See file dsdata.txt to determine how the superseded data were derived.
 LG0118
 LG0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL524224(NAD 83)
 LG0118_MARKER: DB = BENCH MARK DISK
 LG0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0118_STAMPING: J 269 1947
 LG0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0118+STABILITY: SURFACE MOTION
 LG0118
 LG0118  HISTORY     - Date     Condition        Report By
 LG0118  HISTORY     - 1947     MONUMENTED       CGS
 LG0118  HISTORY     - 1961     GOOD             NGS
 LG0118
 LG0118                          STATION DESCRIPTION
 LG0118
 LG0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0118'2.2 MI SW FROM NEHAWKA.
 LG0118'1.2 MILES SOUTH ALONG A GRAVELED ROAD FROM THE MISSOURI PACIFIC
 LG0118'RAILROAD STATION AT NEHAWKA, THENCE 1.0 MILE WEST ALONG U.S.
 LG0118'HIGHWAY 34, THENCE 0.05 MILE SOUTH ALONG A GRADED DIRT ROAD,
 LG0118'102.0 FEET WEST OF AND 5.0 FEET HIGHER THAN THE CENTER LINE OF A
 LG0118'NORTH AND SOUTH ROAD, 10.2 FEET SOUTH OF A FENCE, AT THE EAST
 LG0118'END OF THREE ROWS OF PINE TREES, BETWEEN THE LAST TWO TREES OF
 LG0118'THE NORTH ROW, 4.3 FEET NORTHEAST OF A 16 INCH PINE TREE, 4.0
 LG0118'FEET SOUTHWEST OF A 14 INCH PINE TREE, 2.0 FEET EAST OF A
 LG0118'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LG0118'0.2 FOOT ABOVE THE GROUND.
 LG0118
 LG0118                          STATION RECOVERY (1961)
 LG0118
 LG0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LG0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0140 ***********************************************************************
 LJ0140  DESIGNATION -  J 27
 LJ0140  PID         -  LJ0140
 LJ0140  STATE/COUNTY-  NE/FRONTIER
 LJ0140  USGS QUAD   -  CURTIS (1956)
 LJ0140
 LJ0140                         *CURRENT SURVEY CONTROL
 LJ0140  ___________________________________________________________________
 LJ0140* NAD 83(1986)-  40 39 05.     (N)    100 37 29.     (W)     SCALED    
 LJ0140* NAVD 88     -       846.675  (meters)    2777.80   (feet)  ADJUSTED  
 LJ0140  ___________________________________________________________________
 LJ0140  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 LJ0140  DYNAMIC HT  -         846.147 (meters)    2776.07  (feet)  COMP
 LJ0140  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 LJ0140
 LJ0140  VERT ORDER  -  SECOND    CLASS 0
 LJ0140
 LJ0140.The horizontal coordinates were scaled from a topographic map and have
 LJ0140.an estimated accuracy of +/- 6 seconds.
 LJ0140
 LJ0140.The orthometric height was determined by differential leveling
 LJ0140.and adjusted by the National Geodetic Survey in June 1991..
 LJ0140
 LJ0140.The geoid height was determined by GEOID03.
 LJ0140
 LJ0140.The dynamic height is computed by dividing the NAVD 88
 LJ0140.geopotential number by the normal gravity value computed on the
 LJ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0140.degrees latitude (g = 980.6199 gals.).
 LJ0140
 LJ0140.The modeled gravity was interpolated from observed gravity values.
 LJ0140
 LJ0140;                    North         East    Units  Estimated Accuracy
 LJ0140;SPC NE       -    91,020.      447,180.      MT  (+/- 180 meters Scaled)
 LJ0140
 LJ0140                          SUPERSEDED SURVEY CONTROL
 LJ0140
 LJ0140  NGVD 29 (??/??/92)  846.328  (m)         2776.66   (f) ADJ UNCH    2 0
 LJ0140
 LJ0140.Superseded values are not recommended for survey control.
 LJ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0140.See file dsdata.txt to determine how the superseded data were derived.
 LJ0140
 LJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL626013(NAD 83)
 LJ0140_MARKER: DB = BENCH MARK DISK
 LJ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0140_STAMPING: J 27 1934
 LJ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0140+STABILITY: SURFACE MOTION
 LJ0140
 LJ0140  HISTORY     - Date     Condition        Report By
 LJ0140  HISTORY     - 1934     MONUMENTED       CGS
 LJ0140  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0140
 LJ0140                          STATION DESCRIPTION
 LJ0140
 LJ0140'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0140'0.4 MI S FROM MAYWOOD.
 LJ0140'0.4 MILE SOUTH OF MAYWOOD ALONG U.S. HWY. 183 IN FENCE, 4 FT
 LJ0140'S OF SIDE FENCE AND 48 YARDS S OF STUCCO FARMHOUSE.  SET IN A
 LJ0140'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1026 ***********************************************************************
 NM1026  DESIGNATION -  J 270
 NM1026  PID         -  NM1026
 NM1026  STATE/COUNTY-  NE/CEDAR
 NM1026  USGS QUAD   -  GAVINS POINT DAM (1968)
 NM1026
 NM1026                         *CURRENT SURVEY CONTROL
 NM1026  ___________________________________________________________________
 NM1026* NAD 83(1986)-  42 50 41.     (N)    097 25 51.     (W)     SCALED    
 NM1026* NAVD 88     -       359.396  (meters)    1179.12   (feet)  ADJUSTED  
 NM1026  ___________________________________________________________________
 NM1026  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM1026  DYNAMIC HT  -         359.294 (meters)    1178.78  (feet)  COMP
 NM1026  MODELED GRAV-     980,326.1   (mgal)                       NAVD 88
 NM1026
 NM1026  VERT ORDER  -  FIRST     CLASS II
 NM1026
 NM1026.The horizontal coordinates were scaled from a topographic map and have
 NM1026.an estimated accuracy of +/- 6 seconds.
 NM1026
 NM1026.The orthometric height was determined by differential leveling
 NM1026.and adjusted by the National Geodetic Survey in June 1991..
 NM1026
 NM1026.The geoid height was determined by GEOID03.
 NM1026
 NM1026.The dynamic height is computed by dividing the NAVD 88
 NM1026.geopotential number by the normal gravity value computed on the
 NM1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1026.degrees latitude (g = 980.6199 gals.).
 NM1026
 NM1026.The modeled gravity was interpolated from observed gravity values.
 NM1026
 NM1026;                    North         East    Units  Estimated Accuracy
 NM1026;SPC NE       -   337,490.      709,970.      MT  (+/- 180 meters Scaled)
 NM1026
 NM1026                          SUPERSEDED SURVEY CONTROL
 NM1026
 NM1026  NGVD 29 (??/??/92)  359.195  (m)         1178.46   (f) ADJ UNCH    1 2
 NM1026
 NM1026.Superseded values are not recommended for survey control.
 NM1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1026.See file dsdata.txt to determine how the superseded data were derived.
 NM1026
 NM1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN282447(NAD 83)
 NM1026_MARKER: DB = BENCH MARK DISK
 NM1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1026_STAMPING: J 270 1949
 NM1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1026+STABILITY: SURFACE MOTION
 NM1026
 NM1026  HISTORY     - Date     Condition        Report By
 NM1026  HISTORY     - 1949     MONUMENTED       CGS
 NM1026  HISTORY     - 1967     MARK NOT FOUND   NGS
 NM1026  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1026
 NM1026                          STATION DESCRIPTION
 NM1026
 NM1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1026'2.7 MI SW FROM YANKTON.
 NM1026'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1026'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE 1.6
 NM1026'MILES SOUTHWEST ALONG U.S. HIGHWAY 81, AT THE NORTHWEST EDGE
 NM1026'OF A LARGE WOODED AREA, AT A JUNCTION WITH A DIRT ROAD LEADING
 NM1026'WEST, ON THE INSIDE OF A CURVE IN THE HIGHWAY, 64 FEET WEST OF
 NM1026'A 36-INCH COTTONWOOD TREE, 58.5 FEET SOUTHEAST OF AND ACROSS THE
 NM1026'HIGHWAY FROM AN REA POWER POLE, 30 FEET SOUTHEAST OF THE CENTER
 NM1026'LINE OF THE HIGHWAY, 2.3 FEET SOUTHEAST OF A FENCE LINE, AND
 NM1026'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 NM1026'THE GROUND.
 NM1026
 NM1026                          STATION RECOVERY (1967)
 NM1026
 NM1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NM1026'MARK NOT FOUND.
 NM1026
 NM1026                          STATION RECOVERY (1981)
 NM1026
 NM1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1404 ***********************************************************************
 NM1404  DESIGNATION -  J 271
 NM1404  PID         -  NM1404
 NM1404  STATE/COUNTY-  NE/KNOX
 NM1404  USGS QUAD   -  BON HOMME COLONY (1974)
 NM1404
 NM1404                         *CURRENT SURVEY CONTROL
 NM1404  ___________________________________________________________________
 NM1404* NAD 83(1986)-  42 46 43.     (N)    097 43 48.     (W)     SCALED    
 NM1404* NAVD 88     -       530.291  (meters)    1739.80   (feet)  ADJUSTED  
 NM1404  ___________________________________________________________________
 NM1404  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 NM1404  DYNAMIC HT  -         530.111 (meters)    1739.21  (feet)  COMP
 NM1404  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 NM1404
 NM1404  VERT ORDER  -  SECOND    CLASS 0
 NM1404
 NM1404.The horizontal coordinates were scaled from a topographic map and have
 NM1404.an estimated accuracy of +/- 6 seconds.
 NM1404
 NM1404.The orthometric height was determined by differential leveling
 NM1404.and adjusted by the National Geodetic Survey in June 1991..
 NM1404
 NM1404.The geoid height was determined by GEOID03.
 NM1404
 NM1404.The dynamic height is computed by dividing the NAVD 88
 NM1404.geopotential number by the normal gravity value computed on the
 NM1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1404.degrees latitude (g = 980.6199 gals.).
 NM1404
 NM1404.The modeled gravity was interpolated from observed gravity values.
 NM1404
 NM1404;                    North         East    Units  Estimated Accuracy
 NM1404;SPC NE       -   329,470.      685,720.      MT  (+/- 180 meters Scaled)
 NM1404
 NM1404                          SUPERSEDED SURVEY CONTROL
 NM1404
 NM1404  NGVD 29 (??/??/92)  530.062  (m)         1739.05   (f) ADJ UNCH    2 0
 NM1404
 NM1404.Superseded values are not recommended for survey control.
 NM1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1404.See file dsdata.txt to determine how the superseded data were derived.
 NM1404
 NM1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN038370(NAD 83)
 NM1404_MARKER: DB = BENCH MARK DISK
 NM1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1404_STAMPING: J 271 1949
 NM1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1404+STABILITY: SURFACE MOTION
 NM1404
 NM1404  HISTORY     - Date     Condition        Report By
 NM1404  HISTORY     - 1949     MONUMENTED       CGS
 NM1404  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1404
 NM1404                          STATION DESCRIPTION
 NM1404
 NM1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1404'4.6 MI NW FROM LINDY.
 NM1404'1.6 MILES NORTH ALONG A DIRT ROAD FROM THE JUNCTION WITH THE
 NM1404'MAIN STREET OF LINDY, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE
 NM1404'1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 0.5 MILE WEST ALONG
 NM1404'A DIRT ROAD, AT THE ENTRANCE TO A PRIVATE DRIVE LEADING NORTH
 NM1404'TO A FARM ELEVATOR, 65 FEET NORTH OF A POWER LINE POLE, 34 FEET
 NM1404'NORTH OF THE CENTER LINE OF THE ROAD, 16 FEET EAST OF THE CENTER
 NM1404'LINE OF THE DRIVE, 5.7 FEET NORTHWEST OF A FENCE CORNER POST,
 NM1404'1.5 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 NM1404'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM1404
 NM1404                          STATION RECOVERY (1974)
 NM1404
 NM1404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1040 ***********************************************************************
 NM1040  DESIGNATION -  J 272
 NM1040  PID         -  NM1040
 NM1040  STATE/COUNTY-  NE/CEDAR
 NM1040  USGS QUAD   -  MENOMINEE (1968)
 NM1040
 NM1040                         *CURRENT SURVEY CONTROL
 NM1040  ___________________________________________________________________
 NM1040* NAD 83(1986)-  42 50 41.     (N)    097 22 18.     (W)     SCALED    
 NM1040* NAVD 88     -       357.984  (meters)    1174.49   (feet)  ADJUSTED  
 NM1040  ___________________________________________________________________
 NM1040  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM1040  DYNAMIC HT  -         357.883 (meters)    1174.15  (feet)  COMP
 NM1040  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 NM1040
 NM1040  VERT ORDER  -  SECOND    CLASS 0
 NM1040
 NM1040.The horizontal coordinates were scaled from a topographic map and have
 NM1040.an estimated accuracy of +/- 6 seconds.
 NM1040
 NM1040.The orthometric height was determined by differential leveling
 NM1040.and adjusted by the National Geodetic Survey in June 1991..
 NM1040
 NM1040.The geoid height was determined by GEOID03.
 NM1040
 NM1040.The dynamic height is computed by dividing the NAVD 88
 NM1040.geopotential number by the normal gravity value computed on the
 NM1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1040.degrees latitude (g = 980.6199 gals.).
 NM1040
 NM1040.The modeled gravity was interpolated from observed gravity values.
 NM1040
 NM1040;                    North         East    Units  Estimated Accuracy
 NM1040;SPC NE       -   337,640.      714,810.      MT  (+/- 180 meters Scaled)
 NM1040
 NM1040                          SUPERSEDED SURVEY CONTROL
 NM1040
 NM1040  NGVD 29 (??/??/92)  357.784  (m)         1173.83   (f) ADJ UNCH    2 0
 NM1040
 NM1040.Superseded values are not recommended for survey control.
 NM1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1040.See file dsdata.txt to determine how the superseded data were derived.
 NM1040
 NM1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN330448(NAD 83)
 NM1040_MARKER: DB = BENCH MARK DISK
 NM1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1040_STAMPING: J 272 1949
 NM1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1040+STABILITY: SURFACE MOTION
 NM1040
 NM1040  HISTORY     - Date     Condition        Report By
 NM1040  HISTORY     - 1949     MONUMENTED       CGS
 NM1040  HISTORY     - 1966     GOOD             NGS
 NM1040
 NM1040                          STATION DESCRIPTION
 NM1040
 NM1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1040'3.4 MI SE FROM YANKTON.
 NM1040'1.9 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 NM1040'YANKTON, THENCE 1.45 MILES EAST ALONG A GRAVELED ROAD, AT THE
 NM1040'GREEN ISLAND SCHOOLHOUSE, 99.0 FEET SOUTH OF THE SOUTHWEST CORNER
 NM1040'OF THE SCHOOLHOUSE, 34 FEET NORTH OF THE CENTER LINE OF AN
 NM1040'EAST-WEST ROAD, 51.0 FEET EAST OF THE SOUTHWEST CORNER POST
 NM1040'OF THE SCHOOL YARD FENCE, 11.0 FEET WEST OF THE CENTER OF A
 NM1040'FRAME GATE, 1.5 FEET NORTH OF THE FENCE, 1.4 FEET WEST OF A
 NM1040'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM1040'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1040
 NM1040                          STATION RECOVERY (1966)
 NM1040
 NM1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0322 ***********************************************************************
 NN0322  DESIGNATION -  J 273
 NN0322  PID         -  NN0322
 NN0322  STATE/COUNTY-  NE/BOYD
 NN0322  USGS QUAD   -  GROSS (1964)
 NN0322
 NN0322                         *CURRENT SURVEY CONTROL
 NN0322  ___________________________________________________________________
 NN0322* NAD 83(1986)-  42 55 47.     (N)    098 31 31.     (W)     SCALED    
 NN0322* NAVD 88     -       528.839  (meters)    1735.03   (feet)  ADJUSTED  
 NN0322  ___________________________________________________________________
 NN0322  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 NN0322  DYNAMIC HT  -         528.653 (meters)    1734.42  (feet)  COMP
 NN0322  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 NN0322
 NN0322  VERT ORDER  -  SECOND    CLASS 0
 NN0322
 NN0322.The horizontal coordinates were scaled from a topographic map and have
 NN0322.an estimated accuracy of +/- 6 seconds.
 NN0322
 NN0322.The orthometric height was determined by differential leveling
 NN0322.and adjusted by the National Geodetic Survey in June 1991..
 NN0322
 NN0322.The geoid height was determined by GEOID03.
 NN0322
 NN0322.The dynamic height is computed by dividing the NAVD 88
 NN0322.geopotential number by the normal gravity value computed on the
 NN0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0322.degrees latitude (g = 980.6199 gals.).
 NN0322
 NN0322.The modeled gravity was interpolated from observed gravity values.
 NN0322
 NN0322;                    North         East    Units  Estimated Accuracy
 NN0322;SPC NE       -   344,840.      620,380.      MT  (+/- 180 meters Scaled)
 NN0322
 NN0322                          SUPERSEDED SURVEY CONTROL
 NN0322
 NN0322  NGVD 29 (??/??/92)  528.558  (m)         1734.11   (f) ADJ UNCH    2 0
 NN0322
 NN0322.Superseded values are not recommended for survey control.
 NN0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0322.See file dsdata.txt to determine how the superseded data were derived.
 NN0322
 NN0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN387531(NAD 83)
 NN0322_MARKER: DB = BENCH MARK DISK
 NN0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0322_STAMPING: J 273 1949
 NN0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0322+STABILITY: SURFACE MOTION
 NN0322
 NN0322  HISTORY     - Date     Condition        Report By
 NN0322  HISTORY     - 1949     MONUMENTED       CGS
 NN0322
 NN0322                          STATION DESCRIPTION
 NN0322
 NN0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0322'9.7 MI NW FROM LYNCH.
 NN0322'6.3 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT LYNCH,
 NN0322'THENCE 2.4 MILES WEST ALONG A DIRT ROAD, THENCE 1.0 MILE NORTH
 NN0322'ALONG A DIRT ROAD, ABOUT 500.0 FEET SOUTHEAST OF A FARMHOUSE ON
 NN0322'THE NORTH SIDE OF THE ROAD, ON THE OUTSIDE OF A CURVE WITH
 NN0322'TANGENTS LEADING SOUTH AND WEST, ABOUT ON THE PROJECTED CENTER
 NN0322'LINE OF THE WEST TANGENT, 26.0 FEET EAST OF A POINT ON THE
 NN0322'PROJECTED CENTER LINE OF THE SOUTH TANGENT, 72.0 FEET NORTHEAST
 NN0322'OF THE CENTER LINE OF THE ROAD, 21.0 FEET SOUTH OF THE CENTER LINE
 NN0322'OF A GATE, 1.0 FOOT WEST OF A FENCE, 1.1 FEET NORTH OF A REFERENCE
 NN0322'POST, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
 NN0322'NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE EAST OF BENCH MARK K 273.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0688 ***********************************************************************
 NM0688  DESIGNATION -  J 274
 NM0688  PID         -  NM0688
 NM0688  STATE/COUNTY-  NE/DIXON
 NM0688  USGS QUAD   -  CONCORD (1967)
 NM0688
 NM0688                         *CURRENT SURVEY CONTROL
 NM0688  ___________________________________________________________________
 NM0688* NAD 83(1986)-  42 28 53.     (N)    096 59 46.     (W)     SCALED    
 NM0688* NAVD 88     -       485.780  (meters)    1593.76   (feet)  ADJUSTED  
 NM0688  ___________________________________________________________________
 NM0688  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 NM0688  DYNAMIC HT  -         485.622 (meters)    1593.24  (feet)  COMP
 NM0688  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 NM0688
 NM0688  VERT ORDER  -  SECOND    CLASS 0
 NM0688
 NM0688.The horizontal coordinates were scaled from a topographic map and have
 NM0688.an estimated accuracy of +/- 6 seconds.
 NM0688
 NM0688.The orthometric height was determined by differential leveling
 NM0688.and adjusted by the National Geodetic Survey in June 1991..
 NM0688
 NM0688.The geoid height was determined by GEOID03.
 NM0688
 NM0688.The dynamic height is computed by dividing the NAVD 88
 NM0688.geopotential number by the normal gravity value computed on the
 NM0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0688.degrees latitude (g = 980.6199 gals.).
 NM0688
 NM0688.The modeled gravity was interpolated from observed gravity values.
 NM0688
 NM0688;                    North         East    Units  Estimated Accuracy
 NM0688;SPC NE       -   298,310.      746,890.      MT  (+/- 180 meters Scaled)
 NM0688
 NM0688                          SUPERSEDED SURVEY CONTROL
 NM0688
 NM0688  NGVD 29 (??/??/92)  485.590  (m)         1593.14   (f) ADJ UNCH    2 0
 NM0688
 NM0688.Superseded values are not recommended for survey control.
 NM0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0688.See file dsdata.txt to determine how the superseded data were derived.
 NM0688
 NM0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN647051(NAD 83)
 NM0688_MARKER: DB = BENCH MARK DISK
 NM0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0688_STAMPING: J 274 1949
 NM0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0688+STABILITY: SURFACE MOTION
 NM0688
 NM0688  HISTORY     - Date     Condition        Report By
 NM0688  HISTORY     - 1949     MONUMENTED       CGS
 NM0688
 NM0688                          STATION DESCRIPTION
 NM0688
 NM0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0688'4.8 MI N FROM DIXON.
 NM0688'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON AND
 NM0688'QUINCY RAILROAD STATION AT DIXON, THENCE 3.65 MILES NORTH ALONG
 NM0688'STATE HIGHWAY 116, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 NM0688'70 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 40.0
 NM0688'FEET NORTH OF A FENCE CORNER POST, 33 FEET WEST OF THE CENTER
 NM0688'LINE OF THE NORTH-SOUTH ROAD, 1.0 FOOT EAST OF THE RIGHT-OF-WAY
 NM0688'FENCE, 1.8 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP
 NM0688'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1065 ***********************************************************************
 NM1065  DESIGNATION -  J 275
 NM1065  PID         -  NM1065
 NM1065  STATE/COUNTY-  NE/CEDAR
 NM1065  USGS QUAD   -  OBERT (1968)
 NM1065
 NM1065                         *CURRENT SURVEY CONTROL
 NM1065  ___________________________________________________________________
 NM1065* NAD 83(1986)-  42 44 34.     (N)    097 02 05.     (W)     SCALED    
 NM1065* NAVD 88     -       350.984  (meters)    1151.52   (feet)  ADJUSTED  
 NM1065  ___________________________________________________________________
 NM1065  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 NM1065  DYNAMIC HT  -         350.876 (meters)    1151.17  (feet)  COMP
 NM1065  MODELED GRAV-     980,303.6   (mgal)                       NAVD 88
 NM1065
 NM1065  VERT ORDER  -  SECOND    CLASS 0
 NM1065
 NM1065.The horizontal coordinates were scaled from a topographic map and have
 NM1065.an estimated accuracy of +/- 6 seconds.
 NM1065
 NM1065.The orthometric height was determined by differential leveling
 NM1065.and adjusted by the National Geodetic Survey in June 1991..
 NM1065
 NM1065.The geoid height was determined by GEOID03.
 NM1065
 NM1065.The dynamic height is computed by dividing the NAVD 88
 NM1065.geopotential number by the normal gravity value computed on the
 NM1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1065.degrees latitude (g = 980.6199 gals.).
 NM1065
 NM1065.The modeled gravity was interpolated from observed gravity values.
 NM1065
 NM1065;                    North         East    Units  Estimated Accuracy
 NM1065;SPC NE       -   327,210.      742,720.      MT  (+/- 180 meters Scaled)
 NM1065
 NM1065                          SUPERSEDED SURVEY CONTROL
 NM1065
 NM1065  NGVD 29 (??/??/92)  350.778  (m)         1150.84   (f) ADJ UNCH    2 0
 NM1065
 NM1065.Superseded values are not recommended for survey control.
 NM1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1065.See file dsdata.txt to determine how the superseded data were derived.
 NM1065
 NM1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN608341(NAD 83)
 NM1065_MARKER: DB = BENCH MARK DISK
 NM1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1065_STAMPING: J 275 1949
 NM1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1065+STABILITY: SURFACE MOTION
 NM1065
 NM1065  HISTORY     - Date     Condition        Report By
 NM1065  HISTORY     - 1949     MONUMENTED       CGS
 NM1065
 NM1065                          STATION DESCRIPTION
 NM1065
 NM1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1065'9.9 MI E FROM WYNOT.
 NM1065'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1065'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1065'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1065'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1065'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.95
 NM1065'MILE SOUTH ALONG A GRADED DIRT ROAD, AT A SCHOOLHOUSE, 163 FEET
 NM1065'EAST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 64.5 FEET
 NM1065'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 80.0 FEET
 NM1065'NORTH OF THE NORTHEAST CORNER OF THE COAL SHED, 0.8 FOOT WEST OF
 NM1065'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 NM1065'FOOT ABOVE THE GROUND.  THE LENGTH OF THIS POST IS 5.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0879 ***********************************************************************
 NM0879  DESIGNATION -  J 276
 NM0879  PID         -  NM0879
 NM0879  STATE/COUNTY-  NE/DIXON
 NM0879  USGS QUAD   -  BURBANK (1994)
 NM0879
 NM0879                         *CURRENT SURVEY CONTROL
 NM0879  ___________________________________________________________________
 NM0879* NAD 83(1986)-  42 39 20.     (N)    096 49 14.     (W)     SCALED    
 NM0879* NAVD 88     -       428.560  (meters)    1406.03   (feet)  ADJUSTED  
 NM0879  ___________________________________________________________________
 NM0879  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 NM0879  DYNAMIC HT  -         428.429 (meters)    1405.60  (feet)  COMP
 NM0879  MODELED GRAV-     980,301.1   (mgal)                       NAVD 88
 NM0879
 NM0879  VERT ORDER  -  SECOND    CLASS 0
 NM0879
 NM0879.The horizontal coordinates were scaled from a topographic map and have
 NM0879.an estimated accuracy of +/- 6 seconds.
 NM0879
 NM0879.The orthometric height was determined by differential leveling
 NM0879.and adjusted by the National Geodetic Survey in June 1991..
 NM0879
 NM0879.The geoid height was determined by GEOID03.
 NM0879
 NM0879.The dynamic height is computed by dividing the NAVD 88
 NM0879.geopotential number by the normal gravity value computed on the
 NM0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0879.degrees latitude (g = 980.6199 gals.).
 NM0879
 NM0879.The modeled gravity was interpolated from observed gravity values.
 NM0879
 NM0879;                    North         East    Units  Estimated Accuracy
 NM0879;SPC NE       -   318,150.      760,600.      MT  (+/- 180 meters Scaled)
 NM0879
 NM0879                          SUPERSEDED SURVEY CONTROL
 NM0879
 NM0879  NGVD 29 (??/??/92)  428.376  (m)         1405.43   (f) ADJ UNCH    2 0
 NM0879
 NM0879.Superseded values are not recommended for survey control.
 NM0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0879.See file dsdata.txt to determine how the superseded data were derived.
 NM0879
 NM0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN786248(NAD 83)
 NM0879_MARKER: DB = BENCH MARK DISK
 NM0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0879_STAMPING: J 276 1949
 NM0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0879+STABILITY: SURFACE MOTION
 NM0879
 NM0879  HISTORY     - Date     Condition        Report By
 NM0879  HISTORY     - 1949     MONUMENTED       CGS
 NM0879  HISTORY     - 1964     POOR             USGS
 NM0879
 NM0879                          STATION DESCRIPTION
 NM0879
 NM0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0879'4.4 MI SE FROM NEWCASTLE.
 NM0879'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 NM0879'AT NEWCASTLE, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 NM0879'THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE
 NM0879'NORTH ALONG A GRADED DIRT ROAD, 288 FEET NORTH OF THE CENTER
 NM0879'LINE OF A T ROAD LEADING WEST, 300 FEET SOUTH OF A Y JUNCTION OF
 NM0879'DIRT ROADS, 16 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0879'ROAD, 1.0 FOOT EAST OF A FENCE, 2.8 FEET SOUTH OF A REFERENCE
 NM0879'POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE POST PROJECTING
 NM0879'0.8 FOOT ABOVE THE GROUND.
 NM0879
 NM0879                          STATION RECOVERY (1964)
 NM0879
 NM0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NM0879'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0154 ***********************************************************************
 LG0154  DESIGNATION -  J 277 RESET
 LG0154  PID         -  LG0154
 LG0154  STATE/COUNTY-  NE/CASS
 LG0154  USGS QUAD   -  WEEPING WATER NE (1956)
 LG0154
 LG0154                         *CURRENT SURVEY CONTROL
 LG0154  ___________________________________________________________________
 LG0154* NAD 83(1986)-  40 54 53.     (N)    096 07 14.     (W)     SCALED    
 LG0154* NAVD 88     -       376.46   (meters)    1235.1    (feet)  RESET     
 LG0154  ___________________________________________________________________
 LG0154  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 LG0154
 LG0154  VERT ORDER  -  THIRD
 LG0154
 LG0154.The horizontal coordinates were scaled from a topographic map and have
 LG0154.an estimated accuracy of +/- 6 seconds.
 LG0154
 LG0154.The orthometric height was computed from unverified reset data.
 LG0154
 LG0154.The geoid height was determined by GEOID03.
 LG0154
 LG0154;                    North         East    Units  Estimated Accuracy
 LG0154;SPC NE       -   127,390.      826,610.      MT  (+/- 180 meters Scaled)
 LG0154
 LG0154                          SUPERSEDED SURVEY CONTROL
 LG0154
 LG0154  NGVD 29 (??/??/??)  376.36   (m)         1234.8    (f) RESET       3  
 LG0154
 LG0154.Superseded values are not recommended for survey control.
 LG0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0154.See file dsdata.txt to determine how the superseded data were derived.
 LG0154
 LG0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL424332(NAD 83)
 LG0154_MARKER: DB = BENCH MARK DISK
 LG0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0154_STAMPING: J 277 1950 RESET 1956
 LG0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0154+STABILITY: SURFACE MOTION
 LG0154
 LG0154  HISTORY     - Date     Condition        Report By
 LG0154  HISTORY     - 1956     MONUMENTED       CGS
 LG0154
 LG0154                          STATION DESCRIPTION
 LG0154
 LG0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LG0154'4.5 MI NE FROM WEEPING WATER.
 LG0154'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE HIGH SCHOOL
 LG0154'AT WEEPING WATER, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 1,
 LG0154'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAY
 LG0154'1 AND GRAVEL CROSSROADS, 38 FEET NORTH OF THE CENTER OF STATE
 LG0154'HIGHWAY 1, 30 FEET EAST OF THE CENTER OF GRAVEL ROAD, AND 5
 LG0154'FEET NORTH OF A TELEPHONE POLE.  THE POST PROJECTS 10 INCHES
 LG0154'AND THE DISK IS STAMPED J 277 1950 RESET 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0155 ***********************************************************************
 LG0155  DESIGNATION -  J 277 RESET
 LG0155  PID         -  LG0155
 LG0155  STATE/COUNTY-  NE/CASS
 LG0155  USGS QUAD   -  WEEPING WATER NE (1956)
 LG0155
 LG0155                         *CURRENT SURVEY CONTROL
 LG0155  ___________________________________________________________________
 LG0155* NAD 83(1986)-  40 54 53.     (N)    096 07 13.     (W)     SCALED    
 LG0155* NAVD 88     -       375.98   (+/-2cm)    1233.5    (feet)  VERTCON   
 LG0155  ___________________________________________________________________
 LG0155  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 LG0155
 LG0155  VERT ORDER  -  THIRD (See Below)
 LG0155
 LG0155.The horizontal coordinates were scaled from a topographic map and have
 LG0155.an estimated accuracy of +/- 6 seconds.
 LG0155
 LG0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0155.The vertical order pertains to the NGVD 29 superseded value.
 LG0155
 LG0155.The geoid height was determined by GEOID03.
 LG0155
 LG0155;                    North         East    Units  Estimated Accuracy
 LG0155;SPC NE       -   127,390.      826,640.      MT  (+/- 180 meters Scaled)
 LG0155
 LG0155                          SUPERSEDED SURVEY CONTROL
 LG0155
 LG0155  NGVD 29 (??/??/??)  375.88   (m)         1233.2    (f) RESET       3  
 LG0155
 LG0155.Superseded values are not recommended for survey control.
 LG0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0155.See file dsdata.txt to determine how the superseded data were derived.
 LG0155
 LG0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL425332(NAD 83)
 LG0155_MARKER: DB = BENCH MARK DISK
 LG0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0155_SP_SET: CONCRETE BASE
 LG0155_STAMPING: J 277 RESET 1966
 LG0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0155
 LG0155  HISTORY     - Date     Condition        Report By
 LG0155  HISTORY     - 1966     MONUMENTED       LOCENG
 LG0155
 LG0155                          STATION DESCRIPTION
 LG0155
 LG0155'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 LG0155'4.5 MI NE FROM WEEPING WATER.
 LG0155'ABOUT 3.5 MILES NORTH ALONG OLD STATE HIGHWAY 50 FROM THE HIGH
 LG0155'SCHOOL AT WEEPING WATER, THENCE 1.0 MILE EAST ALONG STATE
 LG0155'HIGHWAY 1, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE
 LG0155'HIGHWAY 1 AND GRAVEL CROSSROADS, 60 FEET NORTH OF THE CENTER
 LG0155'LINE OF STATE HIGHWAY 1, 33 FEET EAST OF THE CENTER OF THE
 LG0155'GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE BASE AND FENCE
 LG0155'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0491 ***********************************************************************
 NM0491  DESIGNATION -  J 278
 NM0491  PID         -  NM0491
 NM0491  STATE/COUNTY-  NE/THURSTON
 NM0491  USGS QUAD   -  SALIX (1976)
 NM0491
 NM0491                         *CURRENT SURVEY CONTROL
 NM0491  ___________________________________________________________________
 NM0491* NAD 83(1986)-  42 15 37.     (N)    096 20 25.     (W)     SCALED    
 NM0491* NAVD 88     -       327.115  (meters)    1073.21   (feet)  ADJUSTED  
 NM0491  ___________________________________________________________________
 NM0491  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 NM0491  DYNAMIC HT  -         327.007 (meters)    1072.86  (feet)  COMP
 NM0491  MODELED GRAV-     980,282.9   (mgal)                       NAVD 88
 NM0491
 NM0491  VERT ORDER  -  SECOND    CLASS 0
 NM0491
 NM0491.The horizontal coordinates were scaled from a topographic map and have
 NM0491.an estimated accuracy of +/- 6 seconds.
 NM0491
 NM0491.The orthometric height was determined by differential leveling
 NM0491.and adjusted by the National Geodetic Survey in June 1991..
 NM0491
 NM0491.The geoid height was determined by GEOID03.
 NM0491
 NM0491.The dynamic height is computed by dividing the NAVD 88
 NM0491.geopotential number by the normal gravity value computed on the
 NM0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0491.degrees latitude (g = 980.6199 gals.).
 NM0491
 NM0491.The modeled gravity was interpolated from observed gravity values.
 NM0491
 NM0491;                    North         East    Units  Estimated Accuracy
 NM0491;SPC NE       -   275,850.      801,810.      MT  (+/- 180 meters Scaled)
 NM0491
 NM0491                          SUPERSEDED SURVEY CONTROL
 NM0491
 NM0491  NGVD 29 (??/??/92)  326.963  (m)         1072.71   (f) ADJ UNCH    2 0
 NM0491
 NM0491.Superseded values are not recommended for survey control.
 NM0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0491.See file dsdata.txt to determine how the superseded data were derived.
 NM0491
 NM0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM193821(NAD 83)
 NM0491_MARKER: DB = BENCH MARK DISK
 NM0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0491_STAMPING: J 278 1949
 NM0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0491+STABILITY: SURFACE MOTION
 NM0491
 NM0491  HISTORY     - Date     Condition        Report By
 NM0491  HISTORY     - 1949     MONUMENTED       CGS
 NM0491  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0491
 NM0491                          STATION DESCRIPTION
 NM0491
 NM0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0491'8.3 MI NE FROM WINNEBAGO.
 NM0491'0.1 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE HOSPITAL AT
 NM0491'WINNEBAGO, THENCE 3.6 MILES EAST ALONG A GRADED DIRT ROAD,
 NM0491'THENCE 2.7 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.8
 NM0491'MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH ALONG A DIRT
 NM0491'ROAD, THENCE 0.6 MILE EAST ALONG A DIRT ROAD, 150.0 FEET WEST OF
 NM0491'THE WEST BANK OF THE MISSOURI RIVER, AT A Y JUNCTION OF DIRT
 NM0491'ROADS, 22 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 NM0491'SOUTHEAST, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 NM0491'LEADING NORTHEAST, 10.3 FEET SOUTH OF A 24-INCH COTTONWOOD WITH
 NM0491'A TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE, 10.6 FEET WEST
 NM0491'OF AN 18-INCH COTTONWOOD WITH A TRIANGULAR BLAZE ON THE WEST
 NM0491'SIDE OF THE TREE, 9.4 FEET NORTHEAST OF AN 18-INCH COTTONWOOD
 NM0491'WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 2.4 FEET
 NM0491'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE
 NM0491'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 NM0491
 NM0491                          STATION RECOVERY (1965)
 NM0491
 NM0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0080 ***********************************************************************
 LH0080  DESIGNATION -  J 279
 LH0080  PID         -  LH0080
 LH0080  STATE/COUNTY-  NE/HALL
 LH0080  USGS QUAD   -  ALDA (1993)
 LH0080
 LH0080                         *CURRENT SURVEY CONTROL
 LH0080  ___________________________________________________________________
 LH0080* NAD 83(1986)-  40 51 19.     (N)    098 29 52.     (W)     SCALED    
 LH0080* NAVD 88     -       587.492  (meters)    1927.46   (feet)  ADJUSTED  
 LH0080  ___________________________________________________________________
 LH0080  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 LH0080  DYNAMIC HT  -         587.180 (meters)    1926.44  (feet)  COMP
 LH0080  MODELED GRAV-     980,072.9   (mgal)                       NAVD 88
 LH0080
 LH0080  VERT ORDER  -  FIRST     CLASS II
 LH0080
 LH0080.The horizontal coordinates were scaled from a topographic map and have
 LH0080.an estimated accuracy of +/- 6 seconds.
 LH0080
 LH0080.The orthometric height was determined by differential leveling
 LH0080.and adjusted by the National Geodetic Survey in June 1991..
 LH0080
 LH0080.The geoid height was determined by GEOID03.
 LH0080
 LH0080.The dynamic height is computed by dividing the NAVD 88
 LH0080.geopotential number by the normal gravity value computed on the
 LH0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0080.degrees latitude (g = 980.6199 gals.).
 LH0080
 LH0080.The modeled gravity was interpolated from observed gravity values.
 LH0080
 LH0080;                    North         East    Units  Estimated Accuracy
 LH0080;SPC NE       -   114,560.      626,620.      MT  (+/- 180 meters Scaled)
 LH0080
 LH0080                          SUPERSEDED SURVEY CONTROL
 LH0080
 LH0080  NGVD 29 (02/14/92)  587.245  (m)         1926.65   (f) ADJUSTED    1 2
 LH0080
 LH0080.Superseded values are not recommended for survey control.
 LH0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0080.See file dsdata.txt to determine how the superseded data were derived.
 LH0080
 LH0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL423228(NAD 83)
 LH0080_MARKER: DB = BENCH MARK DISK
 LH0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0080_SP_SET: CONCRETE POST
 LH0080_STAMPING: J 279 1949
 LH0080_MARK LOGO: CGS   
 LH0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0080+STABILITY: SURFACE MOTION
 LH0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0080+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0080
 LH0080  HISTORY     - Date     Condition        Report By
 LH0080  HISTORY     - 1949     MONUMENTED       CGS
 LH0080  HISTORY     - 1990     GOOD             USPSQD
 LH0080  HISTORY     - 19910924 GOOD             NGS
 LH0080
 LH0080                          STATION DESCRIPTION
 LH0080
 LH0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0080'1.8 MI SW FROM ALDA.
 LH0080'1.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0080'STATION AT ALDA, 97 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 LH0080'ROAD LEADING EAST, 54 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 LH0080'ROAD, 46.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 LH0080'SET OF TRACKS, 25.0 FEET NORTHEAST OF A FENCE CORNER POST, 1.6
 LH0080'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1.7 FEET SOUTHWEST OF A
 LH0080'REFERENCE POST, AND SET IN THE TOP OF A 10-FOOT CONCRETE POST
 LH0080'PROJECTING 0.3 FOOT ABOVE THE GROUND AND WELDED ON THE END OF AN
 LH0080'8-FOOT SECTION OF REINFORCING STEEL.
 LH0080
 LH0080                          STATION RECOVERY (1990)
 LH0080
 LH0080'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0080'RECOVERED IN GOOD CONDITION.
 LH0080
 LH0080                          STATION RECOVERY (1991)
 LH0080
 LH0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0080'11.8 KM (7.35 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0080'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 57.7 M (189.3 FT) SOUTHEAST OF
 LH0080'THE HIGHWAY CENTERLINE, 18.4 M (60.4 FT) SOUTHWEST OF RAILROAD SIGNAL
 LH0080'NUMBER 1564, 16.6 M (54.5 FT) EAST OF THE CENTER OF A GRAVELED ROAD,
 LH0080'14.3 M (46.9 FT) SOUTHEAST OF THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE
 LH0080'LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND
 LH0080'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0151 ***********************************************************************
 LJ0151  DESIGNATION -  J 28
 LJ0151  PID         -  LJ0151
 LJ0151  STATE/COUNTY-  NE/LINCOLN
 LJ0151  USGS QUAD   -  WELLFLEET (1956)
 LJ0151
 LJ0151                         *CURRENT SURVEY CONTROL
 LJ0151  ___________________________________________________________________
 LJ0151* NAD 83(1986)-  40 52 22.     (N)    100 40 42.     (W)     SCALED    
 LJ0151* NAVD 88     -       919.500  (meters)    3016.73   (feet)  ADJUSTED  
 LJ0151  ___________________________________________________________________
 LJ0151  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 LJ0151  DYNAMIC HT  -         918.928 (meters)    3014.85  (feet)  COMP
 LJ0151  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 LJ0151
 LJ0151  VERT ORDER  -  SECOND    CLASS 0
 LJ0151
 LJ0151.The horizontal coordinates were scaled from a topographic map and have
 LJ0151.an estimated accuracy of +/- 6 seconds.
 LJ0151
 LJ0151.The orthometric height was determined by differential leveling
 LJ0151.and adjusted by the National Geodetic Survey in June 1994..
 LJ0151
 LJ0151.The geoid height was determined by GEOID03.
 LJ0151
 LJ0151.The dynamic height is computed by dividing the NAVD 88
 LJ0151.geopotential number by the normal gravity value computed on the
 LJ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0151.degrees latitude (g = 980.6199 gals.).
 LJ0151
 LJ0151.The modeled gravity was interpolated from observed gravity values.
 LJ0151
 LJ0151;                    North         East    Units  Estimated Accuracy
 LJ0151;SPC NE       -   115,630.      442,840.      MT  (+/- 180 meters Scaled)
 LJ0151
 LJ0151                          SUPERSEDED SURVEY CONTROL
 LJ0151
 LJ0151  NAVD 88 (06/15/91)  919.496  (m)         3016.71   (f) UNKNOWN     2 0
 LJ0151  NGVD 29 (??/??/92)  919.128  (m)         3015.51   (f) ADJ UNCH    2 0
 LJ0151
 LJ0151.Superseded values are not recommended for survey control.
 LJ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0151.See file dsdata.txt to determine how the superseded data were derived.
 LJ0151
 LJ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL585259(NAD 83)
 LJ0151_MARKER: DB = BENCH MARK DISK
 LJ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0151_STAMPING: J 28 1934
 LJ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0151+STABILITY: SURFACE MOTION
 LJ0151
 LJ0151  HISTORY     - Date     Condition        Report By
 LJ0151  HISTORY     - 1934     MONUMENTED       CGS
 LJ0151  HISTORY     - 1971     GOOD             NGS
 LJ0151
 LJ0151                          STATION DESCRIPTION
 LJ0151
 LJ0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LJ0151'17.7 MI N FROM MAYWOOD.
 LJ0151'IN LINCOLN COUNTY, 17.7 MILES NORTH ALONG U.S. HIGHWAY 83 FROM
 LJ0151'MAYWOOD, FRONTIER COUNTY, AT THE MIDDLE OF A CURVE, AT THE ECHO
 LJ0151'SCHOOL YARD, AND 34 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LJ0151'HIGHWAY.  A STANDARD DISK, STAMPED J 28 1934 AND SET IN THE TOP
 LJ0151'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0818 ***********************************************************************
 MK0818  DESIGNATION -  J 280
 MK0818  PID         -  MK0818
 MK0818  STATE/COUNTY-  NE/SARPY
 MK0818  USGS QUAD   -  RALSTON (1984)
 MK0818
 MK0818                         *CURRENT SURVEY CONTROL
 MK0818  ___________________________________________________________________
 MK0818* NAD 83(1986)-  41 08 47.     (N)    096 05 25.     (W)     SCALED    
 MK0818* NAVD 88     -       358.440  (meters)    1175.98   (feet)  ADJUSTED  
 MK0818  ___________________________________________________________________
 MK0818  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 MK0818  DYNAMIC HT  -         358.292 (meters)    1175.50  (feet)  COMP
 MK0818  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 MK0818
 MK0818  VERT ORDER  -  SECOND    CLASS 0
 MK0818
 MK0818.The horizontal coordinates were scaled from a topographic map and have
 MK0818.an estimated accuracy of +/- 6 seconds.
 MK0818
 MK0818.The orthometric height was determined by differential leveling
 MK0818.and adjusted by the National Geodetic Survey in June 1991..
 MK0818
 MK0818.The geoid height was determined by GEOID03.
 MK0818
 MK0818.The dynamic height is computed by dividing the NAVD 88
 MK0818.geopotential number by the normal gravity value computed on the
 MK0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0818.degrees latitude (g = 980.6199 gals.).
 MK0818
 MK0818.The modeled gravity was interpolated from observed gravity values.
 MK0818
 MK0818;                    North         East    Units  Estimated Accuracy
 MK0818;SPC NE       -   153,200.      828,000.      MT  (+/- 180 meters Scaled)
 MK0818
 MK0818                          SUPERSEDED SURVEY CONTROL
 MK0818
 MK0818  NGVD 29 (??/??/92)  358.331  (m)         1175.62   (f) ADJ UNCH    2 0
 MK0818
 MK0818.Superseded values are not recommended for survey control.
 MK0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0818.See file dsdata.txt to determine how the superseded data were derived.
 MK0818
 MK0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL441590(NAD 83)
 MK0818_MARKER: DB = BENCH MARK DISK
 MK0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0818_STAMPING: J 280 1950
 MK0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0818+STABILITY: SURFACE MOTION
 MK0818
 MK0818  HISTORY     - Date     Condition        Report By
 MK0818  HISTORY     - 1950     MONUMENTED       CGS
 MK0818
 MK0818                          STATION DESCRIPTION
 MK0818
 MK0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0818'2.1 MI SW FROM PAPILLION.
 MK0818'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 50 FROM THE COURTHOUSE
 MK0818'AT PAPILLION, IN THE SOUTHWEST CORNER OF THE PRAIRIE QUEEN
 MK0818'SCHOOL YARD, 220 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MK0818'123 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 33
 MK0818'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A COAL HOUSE, 57 FEET
 MK0818'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1.4 FEET
 MK0818'NORTH OF A FENCE, 1.8 FEET EAST OF A WITNESS POST, SET IN THE
 MK0818'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0419 ***********************************************************************
 ML0419  DESIGNATION -  J 281
 ML0419  PID         -  ML0419
 ML0419  STATE/COUNTY-  NE/HOWARD
 ML0419  USGS QUAD   -  BOELUS (1978)
 ML0419
 ML0419                         *CURRENT SURVEY CONTROL
 ML0419  ___________________________________________________________________
 ML0419* NAD 83(1986)-  41 07 09.     (N)    098 43 46.     (W)     SCALED    
 ML0419* NAVD 88     -       609.290  (meters)    1998.98   (feet)  ADJUSTED  
 ML0419  ___________________________________________________________________
 ML0419  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 ML0419  DYNAMIC HT  -         608.979 (meters)    1997.96  (feet)  COMP
 ML0419  MODELED GRAV-     980,094.7   (mgal)                       NAVD 88
 ML0419
 ML0419  VERT ORDER  -  SECOND    CLASS 0
 ML0419
 ML0419.The horizontal coordinates were scaled from a topographic map and have
 ML0419.an estimated accuracy of +/- 6 seconds.
 ML0419
 ML0419.The orthometric height was determined by differential leveling
 ML0419.and adjusted by the National Geodetic Survey in June 1991..
 ML0419
 ML0419.The geoid height was determined by GEOID03.
 ML0419
 ML0419.The dynamic height is computed by dividing the NAVD 88
 ML0419.geopotential number by the normal gravity value computed on the
 ML0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0419.degrees latitude (g = 980.6199 gals.).
 ML0419
 ML0419.The modeled gravity was interpolated from observed gravity values.
 ML0419
 ML0419;                    North         East    Units  Estimated Accuracy
 ML0419;SPC NE       -   143,550.      606,670.      MT  (+/- 180 meters Scaled)
 ML0419
 ML0419                          SUPERSEDED SURVEY CONTROL
 ML0419
 ML0419  NGVD 29 (??/??/92)  609.052  (m)         1998.20   (f) ADJ UNCH    2 0
 ML0419
 ML0419.Superseded values are not recommended for survey control.
 ML0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0419.See file dsdata.txt to determine how the superseded data were derived.
 ML0419
 ML0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL227520(NAD 83)
 ML0419_MARKER: DB = BENCH MARK DISK
 ML0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0419_STAMPING: J 281 1949
 ML0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0419+STABILITY: SURFACE MOTION
 ML0419
 ML0419  HISTORY     - Date     Condition        Report By
 ML0419  HISTORY     - 1949     MONUMENTED       CGS
 ML0419  HISTORY     - 1966     GOOD             NGS
 ML0419
 ML0419                          STATION DESCRIPTION
 ML0419
 ML0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0419'3.6 MI N FROM BOELUS.
 ML0419'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0419'RAILROAD STATION AT BOELUS, THENCE 2.9 MILES NORTH ALONG A COUNTY
 ML0419'ROAD, IN THE NORTHEAST QUARTER OF A ROAD CROSSING, AT THE SOUTHWEST
 ML0419'CORNER OF SECTION 5, T. 13 N., R. 12 W., 51 FEET NORTH OF THE
 ML0419'CENTER LINE OF THE EAST-WEST ROAD, 36 FEET EAST OF THE CENTER
 ML0419'LINE OF THE NORTH-SOUTH ROAD, 32.5 FEET NORTH OF A CORNER FENCE
 ML0419'POST, 1.1 FEET WEST OF A FENCE, 1.6 FEET NORTH OF A REFERENCE
 ML0419'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 ML0419'AND PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- A METAL
 ML0419'WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 ML0419
 ML0419                          STATION RECOVERY (1966)
 ML0419
 ML0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 ML0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0270 ***********************************************************************
 ML0270  DESIGNATION -  J 282
 ML0270  PID         -  ML0270
 ML0270  STATE/COUNTY-  NE/HOWARD
 ML0270  USGS QUAD   -  ST PAUL (1974)
 ML0270
 ML0270                         *CURRENT SURVEY CONTROL
 ML0270  ___________________________________________________________________
 ML0270* NAD 83(1986)-  41 10 39.     (N)    098 29 58.     (W)     SCALED    
 ML0270* NAVD 88     -       562.712  (meters)    1846.16   (feet)  ADJUSTED  
 ML0270  ___________________________________________________________________
 ML0270  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 ML0270  DYNAMIC HT  -         562.424 (meters)    1845.22  (feet)  COMP
 ML0270  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 ML0270
 ML0270  VERT ORDER  -  SECOND    CLASS 0
 ML0270
 ML0270.The horizontal coordinates were scaled from a topographic map and have
 ML0270.an estimated accuracy of +/- 6 seconds.
 ML0270
 ML0270.The orthometric height was determined by differential leveling
 ML0270.and adjusted by the National Geodetic Survey in June 1991..
 ML0270
 ML0270.The geoid height was determined by GEOID03.
 ML0270
 ML0270.The dynamic height is computed by dividing the NAVD 88
 ML0270.geopotential number by the normal gravity value computed on the
 ML0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0270.degrees latitude (g = 980.6199 gals.).
 ML0270
 ML0270.The modeled gravity was interpolated from observed gravity values.
 ML0270
 ML0270;                    North         East    Units  Estimated Accuracy
 ML0270;SPC NE       -   150,330.      625,860.      MT  (+/- 180 meters Scaled)
 ML0270
 ML0270                          SUPERSEDED SURVEY CONTROL
 ML0270
 ML0270  NGVD 29 (??/??/92)  562.464  (m)         1845.35   (f) ADJ UNCH    2 0
 ML0270
 ML0270.Superseded values are not recommended for survey control.
 ML0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0270.See file dsdata.txt to determine how the superseded data were derived.
 ML0270
 ML0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL419585(NAD 83)
 ML0270_MARKER: DB = BENCH MARK DISK
 ML0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0270_STAMPING: J 282 1949
 ML0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0270+STABILITY: SURFACE MOTION
 ML0270
 ML0270  HISTORY     - Date     Condition        Report By
 ML0270  HISTORY     - 1949     MONUMENTED       CGS
 ML0270
 ML0270                          STATION DESCRIPTION
 ML0270
 ML0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0270'4.8 MI SW FROM ST PAUL.
 ML0270'0.6 MILE SOUTH ALONG SEVENTH STREET FROM THE POST OFFICE AT
 ML0270'ST. PAUL, THENCE 1.2 MILES WEST ALONG A COUNTY ROAD, THENCE
 ML0270'1.0 MILE SOUTH ALONG A COUNTY ROAD, THENCE 0.5 MILE WEST ALONG
 ML0270'A COUNTY ROAD, THENCE 0.25 MILE SOUTH ALONG A COUNTY ROAD,
 ML0270'THENCE 0.25 MILE WEST ALONG A COUNTY ROAD, THENCE 0.75 MILE
 ML0270'SOUTH ALONG A COUNTY ROAD, THENCE 0.25 MILE WEST ALONG A
 ML0270'COUNTY ROAD, AT THE SOUTHWEST CORNER OF SECTION 17, T. 14 N.,
 ML0270'R. 10 W., AT A T-JUNCTION OF ROADS, 42 FEET EAST OF A POINT
 ML0270'ON THE PROJECTED CENTER LINE OF THE ROAD LEADING SOUTH,
 ML0270'28 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.6
 ML0270'FEET SOUTHEAST OF A POWER LINE GUY POLE, 1.1 FEET SOUTH OF A
 ML0270'FENCE, 1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 ML0270'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.4 FOOT
 ML0270'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE
 ML0270'NORTH OF BENCH MARK K 282.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0274 ***********************************************************************
 ML0274  DESIGNATION -  J 283
 ML0274  PID         -  ML0274
 ML0274  STATE/COUNTY-  NE/HOWARD
 ML0274  USGS QUAD   -  ST PAUL SW (1961)
 ML0274
 ML0274                         *CURRENT SURVEY CONTROL
 ML0274  ___________________________________________________________________
 ML0274* NAD 83(1986)-  41 06 19.     (N)    098 28 46.     (W)     SCALED    
 ML0274* NAVD 88     -       565.432  (meters)    1855.09   (feet)  ADJUSTED  
 ML0274  ___________________________________________________________________
 ML0274  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 ML0274  DYNAMIC HT  -         565.142 (meters)    1854.14  (feet)  COMP
 ML0274  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 ML0274
 ML0274  VERT ORDER  -  SECOND    CLASS 0
 ML0274
 ML0274.The horizontal coordinates were scaled from a topographic map and have
 ML0274.an estimated accuracy of +/- 6 seconds.
 ML0274
 ML0274.The orthometric height was determined by differential leveling
 ML0274.and adjusted by the National Geodetic Survey in June 1991..
 ML0274
 ML0274.The geoid height was determined by GEOID03.
 ML0274
 ML0274.The dynamic height is computed by dividing the NAVD 88
 ML0274.geopotential number by the normal gravity value computed on the
 ML0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0274.degrees latitude (g = 980.6199 gals.).
 ML0274
 ML0274.The modeled gravity was interpolated from observed gravity values.
 ML0274
 ML0274;                    North         East    Units  Estimated Accuracy
 ML0274;SPC NE       -   142,340.      627,680.      MT  (+/- 180 meters Scaled)
 ML0274
 ML0274                          SUPERSEDED SURVEY CONTROL
 ML0274
 ML0274  NGVD 29 (??/??/92)  565.186  (m)         1854.28   (f) ADJ UNCH    2 0
 ML0274
 ML0274.Superseded values are not recommended for survey control.
 ML0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0274.See file dsdata.txt to determine how the superseded data were derived.
 ML0274
 ML0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL437505(NAD 83)
 ML0274_MARKER: DB = BENCH MARK DISK
 ML0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0274_STAMPING: J 283 1949
 ML0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0274+STABILITY: SURFACE MOTION
 ML0274
 ML0274  HISTORY     - Date     Condition        Report By
 ML0274  HISTORY     - 1949     MONUMENTED       CGS
 ML0274
 ML0274                          STATION DESCRIPTION
 ML0274
 ML0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0274'3.9 MI SE FROM DANNEBROG.
 ML0274'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0274'STATION AT DANNEBROG, THENCE 3.6 MILES SOUTHEAST ALONG STATE
 ML0274'HIGHWAY NO. 58, AT THE SOUTHEAST CORNER OF SECTION 8, T. 13 N.,
 ML0274'R. 10 W., IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 54
 ML0274'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF THE
 ML0274'CENTER LINE OF THE NORTH-SOUTH ROAD, 8 FEET NORTH OF A CORNER
 ML0274'FENCE POST, 3.5 FEET NORTH OF A TELEPHONE POLE WHICH IS ALSO
 ML0274'USED AS A POWER LINE GUY POLE, 1.5 FEET WEST OF A FENCE, 2.2 FEET
 ML0274'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 ML0274'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 ML0274'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0425 ***********************************************************************
 LH0425  DESIGNATION -  J 285
 LH0425  PID         -  LH0425
 LH0425  STATE/COUNTY-  NE/BUFFALO
 LH0425  USGS QUAD   -  SHELTON (1974)
 LH0425
 LH0425                         *CURRENT SURVEY CONTROL
 LH0425  ___________________________________________________________________
 LH0425* NAD 83(1986)-  40 47 10.     (N)    098 44 06.     (W)     SCALED    
 LH0425* NAVD 88     -       614.633  (meters)    2016.51   (feet)  ADJUSTED  
 LH0425  ___________________________________________________________________
 LH0425  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 LH0425  DYNAMIC HT  -         614.295 (meters)    2015.40  (feet)  COMP
 LH0425  MODELED GRAV-     980,054.0   (mgal)                       NAVD 88
 LH0425
 LH0425  VERT ORDER  -  FIRST     CLASS II
 LH0425
 LH0425.The horizontal coordinates were scaled from a topographic map and have
 LH0425.an estimated accuracy of +/- 6 seconds.
 LH0425
 LH0425.The orthometric height was determined by differential leveling
 LH0425.and adjusted by the National Geodetic Survey in May 1993..
 LH0425
 LH0425.The geoid height was determined by GEOID03.
 LH0425
 LH0425.The dynamic height is computed by dividing the NAVD 88
 LH0425.geopotential number by the normal gravity value computed on the
 LH0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0425.degrees latitude (g = 980.6199 gals.).
 LH0425
 LH0425.The modeled gravity was interpolated from observed gravity values.
 LH0425
 LH0425;                    North         East    Units  Estimated Accuracy
 LH0425;SPC NE       -   106,570.      606,740.      MT  (+/- 180 meters Scaled)
 LH0425
 LH0425                          SUPERSEDED SURVEY CONTROL
 LH0425
 LH0425  NAVD 88 (06/15/91)  614.636  (m)         2016.52   (f) UNKNOWN     1 2
 LH0425  NGVD 29 (02/14/92)  614.375  (m)         2015.66   (f) ADJUSTED    1 2
 LH0425
 LH0425.Superseded values are not recommended for survey control.
 LH0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0425.See file dsdata.txt to determine how the superseded data were derived.
 LH0425
 LH0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL223150(NAD 83)
 LH0425_MARKER: DB = BENCH MARK DISK
 LH0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0425_SP_SET: CONCRETE POST
 LH0425_STAMPING: J 285 1949
 LH0425_MARK LOGO: CGS   
 LH0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0425+STABILITY: SURFACE MOTION
 LH0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0425+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0425
 LH0425  HISTORY     - Date     Condition        Report By
 LH0425  HISTORY     - 1949     MONUMENTED       CGS
 LH0425  HISTORY     - 1984     GOOD             LOCSUR
 LH0425  HISTORY     - 19910924 GOOD             NGS
 LH0425
 LH0425                          STATION DESCRIPTION
 LH0425
 LH0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0425'AT SHELTON.
 LH0425'AT SHELTON, 0.4 MILE NORTH ALONG A COUNTY ROAD FROM THE POST
 LH0425'OFFICE, 160 FEET SOUTHWEST OF THE CENTER LINE OF A COUNTY ROAD
 LH0425'WITH TANGENTS LEADING SOUTH AND NORTHWEST, 53 FEET NORTH OF THE
 LH0425'CENTER LINE OF AN EAST-WEST ROAD, 42 FEET EAST OF THE NORTHEAST
 LH0425'CORNER OF A GARAGE, 12 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 LH0425'OF THE RALPH URWILLER HOME, 0.6 FOOT WEST OF THE WEST EDGE OF
 LH0425'A CONCRETE SIDEWALK, SET IN THE TOP OF A CONCRETE POST AT A
 LH0425'DEPTH OF 10 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0425'THE DISK IS WELDED ON THE TOP OF AN 8-FOOT SECTION OF REINFORCEING
 LH0425'STEEL.
 LH0425
 LH0425                          STATION RECOVERY (1984)
 LH0425
 LH0425'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0425'RECOVERED IN GOOD CONDITION.
 LH0425
 LH0425                          STATION RECOVERY (1991)
 LH0425
 LH0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0425'0.6 KM (0.35 MI) NORTHERLY ALONG A PAVED ROAD FROM THE POST OFFICE IN
 LH0425'SHELTON, 28.4 M (93.2 FT) WEST OF AND LEVEL WITH THE ROAD CENTER,
 LH0425'15.3 M (50.2 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 11.7 M (38.4
 LH0425'FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE, 3.7 M (12.1
 LH0425'FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 0.2 M (0.7 FT)
 LH0425'WEST OF THE WEST EDGE OF A SIDEWALK, AND THE MONUMENT IS FLUSH WITH
 LH0425'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 LH0425'WILBUR P DONALDSON, RURAL ROUTE 2, BOX 168, SHELTON, NE 68876,
 LH0425'TELEPHONE NUMBER (308) 647-6751.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0108 ***********************************************************************
 LH0108  DESIGNATION -  J 286
 LH0108  PID         -  LH0108
 LH0108  STATE/COUNTY-  NE/HALL
 LH0108  USGS QUAD   -  ALDA (1993)
 LH0108
 LH0108                         *CURRENT SURVEY CONTROL
 LH0108  ___________________________________________________________________
 LH0108* NAD 83(1986)-  40 45 25.     (N)    098 29 32.     (W)     SCALED    
 LH0108* NAVD 88     -       589.462  (meters)    1933.93   (feet)  ADJUSTED  
 LH0108  ___________________________________________________________________
 LH0108  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 LH0108  DYNAMIC HT  -         589.141 (meters)    1932.87  (feet)  COMP
 LH0108  MODELED GRAV-     980,060.5   (mgal)                       NAVD 88
 LH0108
 LH0108  VERT ORDER  -  SECOND    CLASS 0
 LH0108
 LH0108.The horizontal coordinates were scaled from a topographic map and have
 LH0108.an estimated accuracy of +/- 6 seconds.
 LH0108
 LH0108.The orthometric height was determined by differential leveling
 LH0108.and adjusted by the National Geodetic Survey in June 1991..
 LH0108
 LH0108.The geoid height was determined by GEOID03.
 LH0108
 LH0108.The dynamic height is computed by dividing the NAVD 88
 LH0108.geopotential number by the normal gravity value computed on the
 LH0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0108.degrees latitude (g = 980.6199 gals.).
 LH0108
 LH0108.The modeled gravity was interpolated from observed gravity values.
 LH0108
 LH0108;                    North         East    Units  Estimated Accuracy
 LH0108;SPC NE       -   103,660.      627,280.      MT  (+/- 180 meters Scaled)
 LH0108
 LH0108                          SUPERSEDED SURVEY CONTROL
 LH0108
 LH0108  NGVD 29 (??/??/92)  589.215  (m)         1933.12   (f) ADJ UNCH    2 0
 LH0108
 LH0108.Superseded values are not recommended for survey control.
 LH0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0108.See file dsdata.txt to determine how the superseded data were derived.
 LH0108
 LH0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL428119(NAD 83)
 LH0108_MARKER: DB = BENCH MARK DISK
 LH0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0108_STAMPING: J 286 1949
 LH0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0108+STABILITY: SURFACE MOTION
 LH0108
 LH0108  HISTORY     - Date     Condition        Report By
 LH0108  HISTORY     - 1949     MONUMENTED       CGS
 LH0108
 LH0108                          STATION DESCRIPTION
 LH0108
 LH0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0108'8 MI S FROM ALDA.
 LH0108'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0108'RAILROAD STATION AT ALDA, THENCE 0.8 MILE SOUTH ALONG A GRAVELED
 LH0108'ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE 6.0 MILES
 LH0108'SOUTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE EAST ALONG A
 LH0108'GRAVELED ROAD, AT THE FARM HOME OF W.L. YAGEA AND OCCUPIED BY
 LH0108'E.H. LILIENGHAL, 116 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 LH0108'ROAD, 115.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 16
 LH0108'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 0.8 FOOT
 LH0108'EAST OF A FENCE, 2.0 FEET SOUTH OF A REFERENCE POST, AND SET
 LH0108'IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.3 FOOT
 LH0108'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0393 ***********************************************************************
 LH0393  DESIGNATION -  J 287
 LH0393  PID         -  LH0393
 LH0393  STATE/COUNTY-  NE/HALL
 LH0393  USGS QUAD   -  WOOD RIVER (1993)
 LH0393
 LH0393                         *CURRENT SURVEY CONTROL
 LH0393  ___________________________________________________________________
 LH0393* NAD 83(1986)-  40 49 04.     (N)    098 36 24.     (W)     SCALED    
 LH0393* NAVD 88     -       599.641  (meters)    1967.32   (feet)  ADJUSTED  
 LH0393  ___________________________________________________________________
 LH0393  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 LH0393  DYNAMIC HT  -         599.315 (meters)    1966.25  (feet)  COMP
 LH0393  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 LH0393
 LH0393  VERT ORDER  -  FIRST     CLASS II
 LH0393
 LH0393.The horizontal coordinates were scaled from a topographic map and have
 LH0393.an estimated accuracy of +/- 6 seconds.
 LH0393
 LH0393.The orthometric height was determined by differential leveling
 LH0393.and adjusted by the National Geodetic Survey in June 1991..
 LH0393
 LH0393.The geoid height was determined by GEOID03.
 LH0393
 LH0393.The dynamic height is computed by dividing the NAVD 88
 LH0393.geopotential number by the normal gravity value computed on the
 LH0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0393.degrees latitude (g = 980.6199 gals.).
 LH0393
 LH0393.The modeled gravity was interpolated from observed gravity values.
 LH0393
 LH0393;                    North         East    Units  Estimated Accuracy
 LH0393;SPC NE       -   110,250.      617,510.      MT  (+/- 180 meters Scaled)
 LH0393
 LH0393                          SUPERSEDED SURVEY CONTROL
 LH0393
 LH0393  NGVD 29 (??/??/92)  599.388  (m)         1966.49   (f) ADJ UNCH    1 2
 LH0393
 LH0393.Superseded values are not recommended for survey control.
 LH0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0393.See file dsdata.txt to determine how the superseded data were derived.
 LH0393
 LH0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL331186(NAD 83)
 LH0393_MARKER: DB = BENCH MARK DISK
 LH0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0393_STAMPING: J 287 1949
 LH0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0393+STABILITY: SURFACE MOTION
 LH0393
 LH0393  HISTORY     - Date     Condition        Report By
 LH0393  HISTORY     - 1949     MONUMENTED       CGS
 LH0393  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0393
 LH0393                          STATION DESCRIPTION
 LH0393
 LH0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0393'0.4 MI SW FROM WOOD RIVER.
 LH0393'0.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0393'STATION AT WOOD RIVER, AT A TRANSFORMER STATION, 174.0 FEET
 LH0393'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS,
 LH0393'77 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 48
 LH0393'FEET SOUTH OF THE CENTER LINE OF A T ROAD LEADING EAST, 24.6 FEET
 LH0393'NORTHEAST OF THE CENTER OF A GATE WHICH IS IN THE FENCE AROUND
 LH0393'THE TRANSFORMER, 4.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 LH0393'THE FENCE AROUND THE TRANSFORMER, SET IN THE TOP OF A 10 FOOT
 LH0393'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LH0393
 LH0393                          STATION RECOVERY (1991)
 LH0393
 LH0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0393'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0500 ***********************************************************************
 LH0500  DESIGNATION -  J 288
 LH0500  PID         -  LH0500
 LH0500  STATE/COUNTY-  NE/KEARNEY
 LH0500  USGS QUAD   -  KENESAW (1969)
 LH0500
 LH0500                         *CURRENT SURVEY CONTROL
 LH0500  ___________________________________________________________________
 LH0500* NAD 83(1986)-  40 33 10.     (N)    098 43 27.     (W)     SCALED    
 LH0500* NAVD 88     -       624.614  (meters)    2049.25   (feet)  ADJUSTED  
 LH0500  ___________________________________________________________________
 LH0500  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 LH0500  DYNAMIC HT  -         624.255 (meters)    2048.08  (feet)  COMP
 LH0500  MODELED GRAV-     980,030.5   (mgal)                       NAVD 88
 LH0500
 LH0500  VERT ORDER  -  SECOND    CLASS 0
 LH0500
 LH0500.The horizontal coordinates were scaled from a topographic map and have
 LH0500.an estimated accuracy of +/- 6 seconds.
 LH0500
 LH0500.The orthometric height was determined by differential leveling
 LH0500.and adjusted by the National Geodetic Survey in June 1991..
 LH0500
 LH0500.The geoid height was determined by GEOID03.
 LH0500
 LH0500.The dynamic height is computed by dividing the NAVD 88
 LH0500.geopotential number by the normal gravity value computed on the
 LH0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0500.degrees latitude (g = 980.6199 gals.).
 LH0500
 LH0500.The modeled gravity was interpolated from observed gravity values.
 LH0500
 LH0500;                    North         East    Units  Estimated Accuracy
 LH0500;SPC NE       -    80,680.      608,040.      MT  (+/- 180 meters Scaled)
 LH0500
 LH0500                          SUPERSEDED SURVEY CONTROL
 LH0500
 LH0500  NGVD 29 (??/??/92)  624.365  (m)         2048.44   (f) ADJ UNCH    2 0
 LH0500
 LH0500.Superseded values are not recommended for survey control.
 LH0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0500.See file dsdata.txt to determine how the superseded data were derived.
 LH0500
 LH0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK233891(NAD 83)
 LH0500_MARKER: DB = BENCH MARK DISK
 LH0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0500_STAMPING: J 288 1949
 LH0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0500+STABILITY: SURFACE MOTION
 LH0500
 LH0500  HISTORY     - Date     Condition        Report By
 LH0500  HISTORY     - 1949     MONUMENTED       CGS
 LH0500
 LH0500                          STATION DESCRIPTION
 LH0500
 LH0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0500'10.1 MI S FROM DENMAN.
 LH0500'5.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0500'AT DENMAN, THENCE 5.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 LH0500'AT THE FARM HOME OF ERWIN BURLING, 149 FEET WEST OF THE CENTER
 LH0500'LINE OF A NORTH-SOUTH ROAD, 28.0 FEET SOUTHWEST OF THE SOUTHWEST
 LH0500'LEG OF A WINDMILL, 20 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 LH0500'DRIVEWAY, 14.0 FEET WEST OF THE CENTER OF A GATE, 4.0 FEET
 LH0500'SOUTH OF THE SOUTHEAST CORNER OF A WATER SUPPLY TANK, 1.0 FOOT
 LH0500'SOUTH OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 LH0500'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0451 ***********************************************************************
 LH0451  DESIGNATION -  J 289
 LH0451  PID         -  LH0451
 LH0451  STATE/COUNTY-  NE/BUFFALO
 LH0451  USGS QUAD   -  GIBBON SOUTH (1993)
 LH0451
 LH0451                         *CURRENT SURVEY CONTROL
 LH0451  ___________________________________________________________________
 LH0451* NAD 83(1986)-  40 41 02.     (N)    098 48 36.     (W)     SCALED    
 LH0451* NAVD 88     -       623.608  (meters)    2045.95   (feet)  ADJUSTED  
 LH0451  ___________________________________________________________________
 LH0451  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 LH0451  DYNAMIC HT  -         623.258 (meters)    2044.81  (feet)  COMP
 LH0451  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 LH0451
 LH0451  VERT ORDER  -  SECOND    CLASS 0
 LH0451
 LH0451.The horizontal coordinates were scaled from a topographic map and have
 LH0451.an estimated accuracy of +/- 6 seconds.
 LH0451
 LH0451.The orthometric height was determined by differential leveling
 LH0451.and adjusted by the National Geodetic Survey in June 1991..
 LH0451
 LH0451.The geoid height was determined by GEOID03.
 LH0451
 LH0451.The dynamic height is computed by dividing the NAVD 88
 LH0451.geopotential number by the normal gravity value computed on the
 LH0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0451.degrees latitude (g = 980.6199 gals.).
 LH0451
 LH0451.The modeled gravity was interpolated from observed gravity values.
 LH0451
 LH0451;                    North         East    Units  Estimated Accuracy
 LH0451;SPC NE       -    95,130.      600,570.      MT  (+/- 180 meters Scaled)
 LH0451
 LH0451                          SUPERSEDED SURVEY CONTROL
 LH0451
 LH0451  NGVD 29 (??/??/92)  623.352  (m)         2045.11   (f) ADJ UNCH    2 0
 LH0451
 LH0451.Superseded values are not recommended for survey control.
 LH0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0451.See file dsdata.txt to determine how the superseded data were derived.
 LH0451
 LH0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL160036(NAD 83)
 LH0451_MARKER: DB = BENCH MARK DISK
 LH0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0451_STAMPING: J 289 1949
 LH0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0451+STABILITY: SURFACE MOTION
 LH0451
 LH0451  HISTORY     - Date     Condition        Report By
 LH0451  HISTORY     - 1949     MONUMENTED       CGS
 LH0451
 LH0451                          STATION DESCRIPTION
 LH0451
 LH0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0451'7.2 MI SE FROM GIBBON.
 LH0451'5.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0451'GIBBON, THENCE 2.2 MILES NORTHEAST ALONG A GRAVELED ROAD, 35
 LH0451'FEET NORTH OF THE CENTER LINE OF THE ROAD, 17 FEET WEST OF THE
 LH0451'EXTENDED CENTER LINE OF A PRIVATE ROAD LEADING SOUTH TO E.H. BLUE
 LH0451'FARMHOUSE, 7.0 FEET NORTH OF A FENCE CORNER POST, 3.0 FEET WEST
 LH0451'OF A FENCE AND A ROW OF HEDGE TREES, 2.0 FEET SOUTHEAST OF A
 LH0451'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 LH0451'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0453 ***********************************************************************
 ML0453  DESIGNATION -  J 291
 ML0453  PID         -  ML0453
 ML0453  STATE/COUNTY-  NE/BUFFALO
 ML0453  USGS QUAD   -  RAVENNA (1953)
 ML0453
 ML0453                         *CURRENT SURVEY CONTROL
 ML0453  ___________________________________________________________________
 ML0453* NAD 83(1986)-  41 00 26.     (N)    098 53 06.     (W)     SCALED    
 ML0453* NAVD 88     -       621.928  (meters)    2040.44   (feet)  ADJUSTED  
 ML0453  ___________________________________________________________________
 ML0453  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 ML0453  DYNAMIC HT  -         621.594 (meters)    2039.35  (feet)  COMP
 ML0453  MODELED GRAV-     980,067.5   (mgal)                       NAVD 88
 ML0453
 ML0453  VERT ORDER  -  SECOND    CLASS 0
 ML0453
 ML0453.The horizontal coordinates were scaled from a topographic map and have
 ML0453.an estimated accuracy of +/- 6 seconds.
 ML0453
 ML0453.The orthometric height was determined by differential leveling
 ML0453.and adjusted by the National Geodetic Survey in June 1991..
 ML0453
 ML0453.The geoid height was determined by GEOID03.
 ML0453
 ML0453.The dynamic height is computed by dividing the NAVD 88
 ML0453.geopotential number by the normal gravity value computed on the
 ML0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0453.degrees latitude (g = 980.6199 gals.).
 ML0453
 ML0453.The modeled gravity was interpolated from observed gravity values.
 ML0453
 ML0453;                    North         East    Units  Estimated Accuracy
 ML0453;SPC NE       -   130,940.      593,770.      MT  (+/- 180 meters Scaled)
 ML0453
 ML0453                          SUPERSEDED SURVEY CONTROL
 ML0453
 ML0453  NGVD 29 (??/??/92)  621.682  (m)         2039.63   (f) ADJ UNCH    2 0
 ML0453
 ML0453.Superseded values are not recommended for survey control.
 ML0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0453.See file dsdata.txt to determine how the superseded data were derived.
 ML0453
 ML0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL096395(NAD 83)
 ML0453_MARKER: DB = BENCH MARK DISK
 ML0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0453_SP_SET: CONCRETE POST
 ML0453_STAMPING: J 291 1949
 ML0453_MARK LOGO: CGS   
 ML0453_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0453+STABILITY: SURFACE MOTION
 ML0453
 ML0453  HISTORY     - Date     Condition        Report By
 ML0453  HISTORY     - 1949     MONUMENTED       CGS
 ML0453  HISTORY     - 19920915 GOOD             NEDR
 ML0453
 ML0453                          STATION DESCRIPTION
 ML0453
 ML0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0453'2.2 MI SE FROM RAVENNA.
 ML0453'0.6 MILE SOUTH ALONG STATE HIGHWAY NO. 68 FROM THE POST OFFICE
 ML0453'AT RAVENNA, THENCE 1.6 MILES SOUTHEAST ALONG STATE HIGHWAY NO.
 ML0453'2, AT THE SUMMIT OF A HILL SLOPING DOWN AND TO THE NORTHWEST, 0.55
 ML0453'MILE SOUTHEAST OF A SECTION LINE ROAD CROSSING, 42 FEET NORTHEAST
 ML0453'OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET NORTHEAST OF A
 ML0453'FENCE, 2.5 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 ML0453'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 ML0453'THE GROUND.
 ML0453
 ML0453                          STATION RECOVERY (1992)
 ML0453
 ML0453'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 ML0453'MARK RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY ROAD
 ML0453'CONSTRUCTION.  A RESET BENCH MARK HAS BEEN ESTABLISHED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1212 ***********************************************************************
 ML1212  DESIGNATION -  J 291 RESET
 ML1212  PID         -  ML1212
 ML1212  STATE/COUNTY-  NE/BUFFALO
 ML1212  USGS QUAD   -  RAVENNA (1953)
 ML1212
 ML1212                         *CURRENT SURVEY CONTROL
 ML1212  ___________________________________________________________________
 ML1212* NAD 83(1986)-  41 00 26.     (N)    098 53 06.     (W)     SCALED    
 ML1212* NAVD 88     -       621.54   (meters)    2039.2    (feet)  RESET     
 ML1212  ___________________________________________________________________
 ML1212  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 ML1212
 ML1212  VERT ORDER  -  THIRD
 ML1212
 ML1212.The horizontal coordinates were scaled from a topographic map and have
 ML1212.an estimated accuracy of +/- 6 seconds.
 ML1212
 ML1212.The orthometric height was computed from unverified reset data.
 ML1212.No vertical observational check was made to the station.
 ML1212
 ML1212.The geoid height was determined by GEOID03.
 ML1212
 ML1212;                    North         East    Units  Estimated Accuracy
 ML1212;SPC NE       -   130,940.      593,770.      MT  (+/- 180 meters Scaled)
 ML1212
 ML1212                          SUPERSEDED SURVEY CONTROL
 ML1212
 ML1212  NGVD 29 (08/02/06)  621.30   (m)         2038.4    (f) RESET       3  
 ML1212
 ML1212.Superseded values are not recommended for survey control.
 ML1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1212.See file dsdata.txt to determine how the superseded data were derived.
 ML1212
 ML1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL096395(NAD 83)
 ML1212_MARKER: DV = VERTICAL CONTROL DISK
 ML1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1212_SP_SET: CONCRETE POST
 ML1212_STAMPING: J 291 RESET 1992
 ML1212_MARK LOGO: NGS   
 ML1212_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1212+STABILITY: SURFACE MOTION
 ML1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1212+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ML1212
 ML1212  HISTORY     - Date     Condition        Report By
 ML1212  HISTORY     - 1992     MONUMENTED       NEDR
 ML1212
 ML1212                          STATION DESCRIPTION
 ML1212
 ML1212'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 ML1212'ABOUT 14.32 KM (8.90 MI) WEST FROM THE HALL BUFFALO COUNTY LINE, 2.66
 ML1212'KM (1.65 MI) SOUTHEAST FROM RAVENNA, ON THE NORTH RIGHT-OF-WAY OF
 ML1212'STATE HIGHWAY 2 AND NEAR THE SOUTHWEST CORNER OF THE SE1/4, SEC17,
 ML1212'T12N, R14W, FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 68, AT THE
 ML1212'SOUTH EDGE OF RAVENNA, GO SOUTHEAST ON HIGHWAY 2 FOR 2.66 KM (1.65
 ML1212'MI) TO THE MARK ON THE LEFT, AT HIGHWAY MILE MARKER 329.1.  THE DISK
 ML1212'IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 ML1212'THE GROUND,  23.77 M (77.99 FT) NORTH OF THE CENTERLINE OF
 ML1212'THE HIGHWAY AND 0.46 M (1.51 FT) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0459 ***********************************************************************
 ML0459  DESIGNATION -  J 292
 ML0459  PID         -  ML0459
 ML0459  STATE/COUNTY-  NE/BUFFALO
 ML0459  USGS QUAD   -  RAVENNA (1953)
 ML0459
 ML0459                         *CURRENT SURVEY CONTROL
 ML0459  ___________________________________________________________________
 ML0459* NAD 83(1986)-  41 02 23.     (N)    098 54 12.     (W)     SCALED    
 ML0459* NAVD 88     -       630.873  (meters)    2069.79   (feet)  ADJUSTED  
 ML0459  ___________________________________________________________________
 ML0459  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ML0459  DYNAMIC HT  -         630.538 (meters)    2068.69  (feet)  COMP
 ML0459  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 ML0459
 ML0459  VERT ORDER  -  SECOND    CLASS 0
 ML0459
 ML0459.The horizontal coordinates were scaled from a topographic map and have
 ML0459.an estimated accuracy of +/- 6 seconds.
 ML0459
 ML0459.The orthometric height was determined by differential leveling
 ML0459.and adjusted by the National Geodetic Survey in June 1991..
 ML0459
 ML0459.The geoid height was determined by GEOID03.
 ML0459
 ML0459.The dynamic height is computed by dividing the NAVD 88
 ML0459.geopotential number by the normal gravity value computed on the
 ML0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0459.degrees latitude (g = 980.6199 gals.).
 ML0459
 ML0459.The modeled gravity was interpolated from observed gravity values.
 ML0459
 ML0459;                    North         East    Units  Estimated Accuracy
 ML0459;SPC NE       -   134,530.      592,180.      MT  (+/- 180 meters Scaled)
 ML0459
 ML0459                          SUPERSEDED SURVEY CONTROL
 ML0459
 ML0459  NGVD 29 (??/??/92)  630.632  (m)         2069.00   (f) ADJ UNCH    2 0
 ML0459
 ML0459.Superseded values are not recommended for survey control.
 ML0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0459.See file dsdata.txt to determine how the superseded data were derived.
 ML0459
 ML0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL081431(NAD 83)
 ML0459_MARKER: DB = BENCH MARK DISK
 ML0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0459_STAMPING: J 292 1949
 ML0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0459+STABILITY: SURFACE MOTION
 ML0459
 ML0459  HISTORY     - Date     Condition        Report By
 ML0459  HISTORY     - 1949     MONUMENTED       CGS
 ML0459  HISTORY     - 1953     MARK NOT FOUND   USGS
 ML0459
 ML0459                          STATION DESCRIPTION
 ML0459
 ML0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0459'0.9 MI N FROM RAVENNA.
 ML0459'0.9 MILE NORTH ALONG STATE HIGHWAY NO. 68 FROM THE POST OFFICE
 ML0459'AT RAVENNA, AT THE RAVENNA AIRPORT, ABOUT 0.4 MILE EAST OF THE
 ML0459'MAIN OFFICE, AT THE SOUTHEAST POINT OF THE INTERSECTION OF THE
 ML0459'NORTH-SOUTH AND EAST-WEST RUNWAYS, 104 FEET SOUTH OF THE CENTER
 ML0459'LINE OF THE EAST-WEST RUNWAY, 90 FEET EAST OF THE CENTER LINE OF
 ML0459'THE NORTH-SOUTH RUNWAY, 3 FEET SOUTH OF A CORNER FENCE POST, 0.5
 ML0459'FOOT WEST OF A FENCE, 1.7 FEET NORTH OF A REFERENCE POST, SET IN
 ML0459'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0459'0.1 FOOT ABOVE THE GROUND.
 ML0459
 ML0459                          STATION RECOVERY (1953)
 ML0459
 ML0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 ML0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0668 ***********************************************************************
 LH0668  DESIGNATION -  J 293
 LH0668  PID         -  LH0668
 LH0668  STATE/COUNTY-  NE/BUFFALO
 LH0668  USGS QUAD   -  MILLER NE (1962)
 LH0668
 LH0668                         *CURRENT SURVEY CONTROL
 LH0668  ___________________________________________________________________
 LH0668* NAD 83(1986)-  40 59 21.     (N)    099 17 36.     (W)     SCALED    
 LH0668* NAVD 88     -       688.577  (meters)    2259.11   (feet)  ADJUSTED  
 LH0668  ___________________________________________________________________
 LH0668  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 LH0668  DYNAMIC HT  -         688.198 (meters)    2257.86  (feet)  COMP
 LH0668  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 LH0668
 LH0668  VERT ORDER  -  SECOND    CLASS 0
 LH0668
 LH0668.The horizontal coordinates were scaled from a topographic map and have
 LH0668.an estimated accuracy of +/- 6 seconds.
 LH0668
 LH0668.The orthometric height was determined by differential leveling
 LH0668.and adjusted by the National Geodetic Survey in June 1991..
 LH0668
 LH0668.The geoid height was determined by GEOID03.
 LH0668
 LH0668.The dynamic height is computed by dividing the NAVD 88
 LH0668.geopotential number by the normal gravity value computed on the
 LH0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0668.degrees latitude (g = 980.6199 gals.).
 LH0668
 LH0668.The modeled gravity was interpolated from observed gravity values.
 LH0668
 LH0668;                    North         East    Units  Estimated Accuracy
 LH0668;SPC NE       -   128,570.      559,450.      MT  (+/- 180 meters Scaled)
 LH0668
 LH0668                          SUPERSEDED SURVEY CONTROL
 LH0668
 LH0668  NGVD 29 (??/??/92)  688.327  (m)         2258.29   (f) ADJ UNCH    2 0
 LH0668
 LH0668.Superseded values are not recommended for survey control.
 LH0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0668.See file dsdata.txt to determine how the superseded data were derived.
 LH0668
 LH0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML753375(NAD 83)
 LH0668_MARKER: DB = BENCH MARK DISK
 LH0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0668_STAMPING: J 293 1949
 LH0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0668+STABILITY: SURFACE MOTION
 LH0668
 LH0668  HISTORY     - Date     Condition        Report By
 LH0668  HISTORY     - 1949     MONUMENTED       CGS
 LH0668
 LH0668                          STATION DESCRIPTION
 LH0668
 LH0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0668'9 MI NE FROM MILLER.
 LH0668'4.1 MILES NORTH ALONG U.S. HIGHWAY NO. 183 FROM THE JUNCTION
 LH0668'OF U.S. HIGHWAY NO. 183 WITH STATE HIGHWAY NO. 40 AT MILLER,
 LH0668'THENCE 4.9 MILES EAST ALONG A COUNTY ROAD, AT THE SOUTHEAST
 LH0668'CORNER OF SECTION 19, T. 12 N., R. 17 W., IN THE NORTHWEST
 LH0668'QUARTER OF A PUBLIC ROAD CROSSING, IN THE SOUTHWEST CORNER OF
 LH0668'A SCHOOLYARD, 182 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LH0668'ROAD, 88 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING,
 LH0668'71 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 38 FEET
 LH0668'NORTH OF A CORNER FENCE POST, 1.1 FEET EAST OF A FENCE, 1.2 FEET
 LH0668'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 LH0668'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0652 ***********************************************************************
 LH0652  DESIGNATION -  J 294
 LH0652  PID         -  LH0652
 LH0652  STATE/COUNTY-  NE/BUFFALO
 LH0652  USGS QUAD   -  RIVERDALE (1962)
 LH0652
 LH0652                         *CURRENT SURVEY CONTROL
 LH0652  ___________________________________________________________________
 LH0652* NAD 83(1986)-  40 52 20.     (N)    099 10 43.     (W)     SCALED    
 LH0652* NAVD 88     -       697.626  (meters)    2288.79   (feet)  ADJUSTED  
 LH0652  ___________________________________________________________________
 LH0652  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 LH0652  DYNAMIC HT  -         697.237 (meters)    2287.52  (feet)  COMP
 LH0652  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 LH0652
 LH0652  VERT ORDER  -  SECOND    CLASS 0
 LH0652
 LH0652.The horizontal coordinates were scaled from a topographic map and have
 LH0652.an estimated accuracy of +/- 6 seconds.
 LH0652
 LH0652.The orthometric height was determined by differential leveling
 LH0652.and adjusted by the National Geodetic Survey in June 1991..
 LH0652
 LH0652.The geoid height was determined by GEOID03.
 LH0652
 LH0652.The dynamic height is computed by dividing the NAVD 88
 LH0652.geopotential number by the normal gravity value computed on the
 LH0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0652.degrees latitude (g = 980.6199 gals.).
 LH0652
 LH0652.The modeled gravity was interpolated from observed gravity values.
 LH0652
 LH0652;                    North         East    Units  Estimated Accuracy
 LH0652;SPC NE       -   115,670.      569,220.      MT  (+/- 180 meters Scaled)
 LH0652
 LH0652                          SUPERSEDED SURVEY CONTROL
 LH0652
 LH0652  NGVD 29 (??/??/92)  697.377  (m)         2287.98   (f) ADJ UNCH    2 0
 LH0652
 LH0652.Superseded values are not recommended for survey control.
 LH0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0652.See file dsdata.txt to determine how the superseded data were derived.
 LH0652
 LH0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML849245(NAD 83)
 LH0652_MARKER: DB = BENCH MARK DISK
 LH0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0652_STAMPING: J 294 1949
 LH0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0652+STABILITY: SURFACE MOTION
 LH0652
 LH0652  HISTORY     - Date     Condition        Report By
 LH0652  HISTORY     - 1949     MONUMENTED       CGS
 LH0652
 LH0652                          STATION DESCRIPTION
 LH0652
 LH0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0652'6.9 MI NE FROM AMHERST.
 LH0652'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0652'AMHERST, THENCE 4.0 MILES EAST ALONG A COUNTY ROAD, IN THE
 LH0652'NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 73 FEET NORTH OF
 LH0652'THE CENTER LINE OF THE EAST-WEST ROAD, 40 FEET EAST OF THE
 LH0652'CENTER LINE OF THE NORTH-SOUTH ROAD, 28 FEET NORTH OF THE CENTER
 LH0652'LINE OF A GATE, 1.1 FEET WEST OF A FENCE, 1.3 FEET NORTH OF A
 LH0652'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0652'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0562 ***********************************************************************
 LH0562  DESIGNATION -  J 295
 LH0562  PID         -  LH0562
 LH0562  STATE/COUNTY-  NE/BUFFALO
 LH0562  USGS QUAD   -  AMHERST (1983)
 LH0562
 LH0562                         *CURRENT SURVEY CONTROL
 LH0562  ___________________________________________________________________
 LH0562* NAD 83(1986)-  40 48 54.     (N)    099 18 44.     (W)     SCALED    
 LH0562* NAVD 88     -       697.342  (meters)    2287.86   (feet)  ADJUSTED  
 LH0562  ___________________________________________________________________
 LH0562  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 LH0562  DYNAMIC HT  -         696.942 (meters)    2286.55  (feet)  COMP
 LH0562  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 LH0562
 LH0562  VERT ORDER  -  SECOND    CLASS 0
 LH0562
 LH0562.The horizontal coordinates were scaled from a topographic map and have
 LH0562.an estimated accuracy of +/- 6 seconds.
 LH0562
 LH0562.The orthometric height was determined by differential leveling
 LH0562.and adjusted by the National Geodetic Survey in June 1991..
 LH0562
 LH0562.The geoid height was determined by GEOID03.
 LH0562
 LH0562.The dynamic height is computed by dividing the NAVD 88
 LH0562.geopotential number by the normal gravity value computed on the
 LH0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0562.degrees latitude (g = 980.6199 gals.).
 LH0562
 LH0562.The modeled gravity was interpolated from observed gravity values.
 LH0562
 LH0562;                    North         East    Units  Estimated Accuracy
 LH0562;SPC NE       -   109,220.      558,010.      MT  (+/- 180 meters Scaled)
 LH0562
 LH0562                          SUPERSEDED SURVEY CONTROL
 LH0562
 LH0562  NGVD 29 (??/??/92)  697.082  (m)         2287.01   (f) ADJ UNCH    2 0
 LH0562
 LH0562.Superseded values are not recommended for survey control.
 LH0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0562.See file dsdata.txt to determine how the superseded data were derived.
 LH0562
 LH0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML736182(NAD 83)
 LH0562_MARKER: DB = BENCH MARK DISK
 LH0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0562_STAMPING: J 295 1949
 LH0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0562+STABILITY: SURFACE MOTION
 LH0562
 LH0562  HISTORY     - Date     Condition        Report By
 LH0562  HISTORY     - 1949     MONUMENTED       CGS
 LH0562
 LH0562                          STATION DESCRIPTION
 LH0562
 LH0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0562'4.7 MI SW FROM AMHERST.
 LH0562'0.1 MILE NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0562'PACIFIC RAILROAD STATION AT AMHERST, THENCE 1.6 MILES SOUTH ALONG
 LH0562'A COUNTY ROAD, THENCE 3.0 MILES WEST ALONG A COUNTY ROAD, IN THE
 LH0562'SOUTHWEST QUARTER OF A ROAD CROSSING, 116 FEET SOUTH OF THE
 LH0562'CENTER LINE OF THE EAST-WEST ROAD, 87 FEET SOUTH OF A CORNER
 LH0562'FENCE POST, 29 FEET WEST OF THE CENTER LNE OF THE NORTH-SOUTH
 LH0562'ROAD, 9 FEET SOUTH OF A TELEPHONE POLE, 1.8 FEET EAST OF A
 LH0562'FENCE, 2 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0562'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 LH0562'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0840 ***********************************************************************
 MK0840  DESIGNATION -  J 296
 MK0840  PID         -  MK0840
 MK0840  STATE/COUNTY-  NE/CASS
 MK0840  USGS QUAD   -  CEDAR CREEK (1983)
 MK0840
 MK0840                         *CURRENT SURVEY CONTROL
 MK0840  ___________________________________________________________________
 MK0840* NAD 83(1986)-  41 00 07.     (N)    096 03 48.     (W)     SCALED    
 MK0840* NAVD 88     -       353.815  (meters)    1160.81   (feet)  ADJUSTED  
 MK0840  ___________________________________________________________________
 MK0840  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 MK0840  DYNAMIC HT  -         353.669 (meters)    1160.33  (feet)  COMP
 MK0840  MODELED GRAV-     980,200.6   (mgal)                       NAVD 88
 MK0840
 MK0840  VERT ORDER  -  SECOND    CLASS 0
 MK0840
 MK0840.The horizontal coordinates were scaled from a topographic map and have
 MK0840.an estimated accuracy of +/- 6 seconds.
 MK0840
 MK0840.The orthometric height was determined by differential leveling
 MK0840.and adjusted by the National Geodetic Survey in June 1991..
 MK0840
 MK0840.The geoid height was determined by GEOID03.
 MK0840
 MK0840.The dynamic height is computed by dividing the NAVD 88
 MK0840.geopotential number by the normal gravity value computed on the
 MK0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0840.degrees latitude (g = 980.6199 gals.).
 MK0840
 MK0840.The modeled gravity was interpolated from observed gravity values.
 MK0840
 MK0840;                    North         East    Units  Estimated Accuracy
 MK0840;SPC NE       -   137,280.      830,990.      MT  (+/- 180 meters Scaled)
 MK0840
 MK0840                          SUPERSEDED SURVEY CONTROL
 MK0840
 MK0840  NGVD 29 (??/??/92)  353.718  (m)         1160.49   (f) ADJ UNCH    2 0
 MK0840
 MK0840.Superseded values are not recommended for survey control.
 MK0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0840.See file dsdata.txt to determine how the superseded data were derived.
 MK0840
 MK0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL469431(NAD 83)
 MK0840_MARKER: DB = BENCH MARK DISK
 MK0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0840_STAMPING: J 296 1949
 MK0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0840+STABILITY: SURFACE MOTION
 MK0840
 MK0840  HISTORY     - Date     Condition        Report By
 MK0840  HISTORY     - 1949     MONUMENTED       CGS
 MK0840
 MK0840                          STATION DESCRIPTION
 MK0840
 MK0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0840'5.2 MI E FROM LOUISVILLE.
 MK0840'0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 MK0840'STATION AT LOUISVILLE, THENCE 5.05 MILES EAST ALONG THE
 MK0840'LOUISVILLE-PLATTSMOUTH ROAD, 113 FEET NORTH OF THE CENTER LINE
 MK0840'OF THE LOUISVILLE-PLATTSMOUTH ROAD, 100 FEET SOUTHWEST OF THE
 MK0840'SOUTHWEST CORNER OF THE HEILL SCHOOLHOUSE-88, 51 FEET EAST OF
 MK0840'THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 2.0 FEET SOUTH
 MK0840'OF A POWER LINE POLE, 1.4 FEET NORTH OF A REFERENCE POST, AND
 MK0840'SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.5 FOOT
 MK0840'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2182 ***********************************************************************
 MK2182  DESIGNATION -  J 298 RESET
 MK2182  PID         -  MK2182
 MK2182  STATE/COUNTY-  NE/SAUNDERS
 MK2182  USGS QUAD   -  WAHOO EAST (1983)
 MK2182
 MK2182                         *CURRENT SURVEY CONTROL
 MK2182  ___________________________________________________________________
 MK2182* NAD 83(1986)-  41 09 44.     (N)    096 34 22.     (W)     SCALED    
 MK2182* NAVD 88     -       359.61   (meters)    1179.8    (feet)  RESET     
 MK2182  ___________________________________________________________________
 MK2182  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 MK2182
 MK2182  VERT ORDER  -  THIRD
 MK2182
 MK2182.The horizontal coordinates were scaled from a topographic map and have
 MK2182.an estimated accuracy of +/- 6 seconds.
 MK2182
 MK2182.The orthometric height was computed from unverified reset data.
 MK2182.No vertical observational check was made to the station.
 MK2182
 MK2182.The geoid height was determined by GEOID03.
 MK2182
 MK2182;                    North         East    Units  Estimated Accuracy
 MK2182;SPC NE       -   153,240.      787,470.      MT  (+/- 180 meters Scaled)
 MK2182
 MK2182                          SUPERSEDED SURVEY CONTROL
 MK2182
 MK2182  NGVD 29 (08/02/06)  359.47   (m)         1179.4    (f) RESET       3  
 MK2182
 MK2182.Superseded values are not recommended for survey control.
 MK2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2182.See file dsdata.txt to determine how the superseded data were derived.
 MK2182
 MK2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL036596(NAD 83)
 MK2182_MARKER: DB = BENCH MARK DISK
 MK2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2182_SP_SET: CONCRETE POST
 MK2182_STAMPING: J 298 RESET 1987
 MK2182_MARK LOGO: NGS   
 MK2182_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2182+STABILITY: SURFACE MOTION
 MK2182
 MK2182  HISTORY     - Date     Condition        Report By
 MK2182  HISTORY     - 1987     MONUMENTED       NGS
 MK2182
 MK2182                          STATION DESCRIPTION
 MK2182
 MK2182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 MK2182'0.48 KM (0.30 MI) NORTH ALONG MAIN STREET AND COUNTY ROAD 13, FROM THE
 MK2182'POST OFFICE IN ITHACA, THEN 2.90 KM (1.80 MI) WEST ALONG COUNTY ROAD
 MK2182'H, A GRADED ROAD, TO THE MARK ON THE RIGHT, 10.06 M (33.0 FT) NORTH
 MK2182'FROM THE CENTERLINE OF ROAD H, 0.52 M (1.7 FT) NORTHEAST FROM A FENCE
 MK2182'CORNER POST, 0.36 M (1.2 FT) EAST FROM A NORTH/SOUTH FENCE, 0.3 M
 MK2182'(1.0 FT) NORTH FROM AN EAST/WEST FENCE, 0.3 M (1.0 FT) WEST FROM A
 MK2182'WITNESS POST AND SET INTO THE TOP OF A CONCRETE POST THAT PROJECTS
 MK2182'0.1 M (0.3 FT) ABOVE THE GROUND AND IS ABOUT 0.9 M (3.0 FT) BELOW THE
 MK2182'ROAD.
 MK2182'THE MARK IS ABOUT 1.85 KM (1.15 MI) WEST FROM BENCH MARK H 298 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1028 ***********************************************************************
 MK1028  DESIGNATION -  J 299
 MK1028  PID         -  MK1028
 MK1028  STATE/COUNTY-  NE/SAUNDERS
 MK1028  USGS QUAD   -  WAHOO EAST (1983)
 MK1028
 MK1028                         *CURRENT SURVEY CONTROL
 MK1028  ___________________________________________________________________
 MK1028* NAD 83(1986)-  41 12 18.     (N)    096 30 12.     (W)     SCALED    
 MK1028* NAVD 88     -       362.570  (meters)    1189.53   (feet)  ADJUSTED  
 MK1028  ___________________________________________________________________
 MK1028  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 MK1028  DYNAMIC HT  -         362.402 (meters)    1188.98  (feet)  COMP
 MK1028  MODELED GRAV-     980,149.8   (mgal)                       NAVD 88
 MK1028
 MK1028  VERT ORDER  -  SECOND    CLASS 0
 MK1028
 MK1028.The horizontal coordinates were scaled from a topographic map and have
 MK1028.an estimated accuracy of +/- 6 seconds.
 MK1028
 MK1028.The orthometric height was determined by differential leveling
 MK1028.and adjusted by the National Geodetic Survey in June 1991..
 MK1028
 MK1028.The geoid height was determined by GEOID03.
 MK1028
 MK1028.The dynamic height is computed by dividing the NAVD 88
 MK1028.geopotential number by the normal gravity value computed on the
 MK1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1028.degrees latitude (g = 980.6199 gals.).
 MK1028
 MK1028.The modeled gravity was interpolated from observed gravity values.
 MK1028
 MK1028;                    North         East    Units  Estimated Accuracy
 MK1028;SPC NE       -   158,220.      793,100.      MT  (+/- 180 meters Scaled)
 MK1028
 MK1028                          SUPERSEDED SURVEY CONTROL
 MK1028
 MK1028  NGVD 29 (??/??/92)  362.433  (m)         1189.08   (f) ADJ UNCH    2 0
 MK1028
 MK1028.Superseded values are not recommended for survey control.
 MK1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1028.See file dsdata.txt to determine how the superseded data were derived.
 MK1028
 MK1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL093645(NAD 83)
 MK1028_MARKER: DB = BENCH MARK DISK
 MK1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1028_STAMPING: J 299 1950
 MK1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1028+STABILITY: SURFACE MOTION
 MK1028
 MK1028  HISTORY     - Date     Condition        Report By
 MK1028  HISTORY     - 1950     MONUMENTED       CGS
 MK1028  HISTORY     - 1961     GOOD             NGS
 MK1028  HISTORY     - 1984     GOOD             LOCSUR
 MK1028
 MK1028                          STATION DESCRIPTION
 MK1028
 MK1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1028'2.3 MI SW FROM MEAD.
 MK1028'0.3 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1028'MEAD, THENCE 0.5 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.5
 MK1028'MILE WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A
 MK1028'GRAVELED ROAD, ALONG THE WEST SIDE OF THE NEBRASKA ORDINANCE DEPOT,
 MK1028'77 FEET SOUTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST,
 MK1028'47 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 45.6
 MK1028'FEET SOUTH OF A POWER POLE, 1.0 FOOT WEST OF A FENCE, 2.4 FEET
 MK1028'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1028'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK1028
 MK1028                          STATION RECOVERY (1961)
 MK1028
 MK1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MK1028'RECOVERED IN GOOD CONDITION.
 MK1028
 MK1028                          STATION RECOVERY (1984)
 MK1028
 MK1028'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0200 ***********************************************************************
 NO0200  DESIGNATION -  J 3
 NO0200  PID         -  NO0200
 NO0200  STATE/COUNTY-  NE/CHERRY
 NO0200  USGS QUAD   -  NENZEL (1985)
 NO0200
 NO0200                         *CURRENT SURVEY CONTROL
 NO0200  ___________________________________________________________________
 NO0200* NAD 83(1986)-  42 55 38.     (N)    101 06 15.     (W)     SCALED    
 NO0200* NAVD 88     -       948.325  (meters)    3111.30   (feet)  POSTED    
 NO0200  ___________________________________________________________________
 NO0200  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 NO0200  DYNAMIC HT  -         947.920 (meters)    3109.97  (feet)  COMP
 NO0200  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 NO0200
 NO0200  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NO0200
 NO0200.The horizontal coordinates were scaled from a topographic map and have
 NO0200.an estimated accuracy of +/- 6 seconds.
 NO0200
 NO0200.The orthometric height was determined by differential leveling
 NO0200.and adjusted by the National Geodetic Survey in 1992..
 NO0200.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NO0200.rate of 0.0 thru 1.0 mm/km.
 NO0200
 NO0200.The geoid height was determined by GEOID03.
 NO0200
 NO0200.The dynamic height is computed by dividing the NAVD 88
 NO0200.geopotential number by the normal gravity value computed on the
 NO0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0200.degrees latitude (g = 980.6199 gals.).
 NO0200
 NO0200.The modeled gravity was interpolated from observed gravity values.
 NO0200
 NO0200;                    North         East    Units  Estimated Accuracy
 NO0200;SPC NE       -   344,110.      409,860.      MT  (+/- 180 meters Scaled)
 NO0200
 NO0200                          SUPERSEDED SURVEY CONTROL
 NO0200
 NO0200.No superseded survey control is available for this station.
 NO0200
 NO0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN282548(NAD 83)
 NO0200_MARKER: DB = BENCH MARK DISK
 NO0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0200_SP_SET: STONE POST
 NO0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0200+STABILITY: SURFACE MOTION
 NO0200
 NO0200  HISTORY     - Date     Condition        Report By
 NO0200  HISTORY     - UNK      MONUMENTED       CGS
 NO0200  HISTORY     - 1957     MARK NOT FOUND   NGS
 NO0200  HISTORY     - 1983     MARK NOT FOUND   USGS
 NO0200
 NO0200                          STATION DESCRIPTION
 NO0200
 NO0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0200'AT NENZEL.
 NO0200'AT NENZEL, CHERRY COUNTY, 93.5 FEET WEST OF THE WEST FACE OF THE
 NO0200'CHICAGO AND NORTH WESTERN RAILWAY STATION, 39.5 FEET NORTHEAST
 NO0200'OF THE NORTHEAST CORNER OF THE SECTION HOUSE, 19 FEET SOUTH OF
 NO0200'THE CENTERLINE OF THE MAIN TRACK, 81 FEET NORTH OF THE RIGHT-OF-WAY
 NO0200'FENCE, AND 12 FEET EAST OF AN 18-INCH COTTONWOOD TREE.  THE BOTTOM
 NO0200'OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM IN THE TOP OF A
 NO0200'LIMESTONE POST.
 NO0200
 NO0200                          STATION RECOVERY (1983)
 NO0200
 NO0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 NO0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0710 ***********************************************************************
 MK0710  DESIGNATION -  J 300
 MK0710  PID         -  MK0710
 MK0710  STATE/COUNTY-  NE/SAUNDERS
 MK0710  USGS QUAD   -  MEAD (1981)
 MK0710
 MK0710                         *CURRENT SURVEY CONTROL
 MK0710  ___________________________________________________________________
 MK0710* NAD 83(1986)-  41 08 47.     (N)    096 22 51.     (W)     SCALED    
 MK0710* NAVD 88     -       329.281  (meters)    1080.32   (feet)  ADJUSTED  
 MK0710  ___________________________________________________________________
 MK0710  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 MK0710  DYNAMIC HT  -         329.142 (meters)    1079.86  (feet)  COMP
 MK0710  MODELED GRAV-     980,191.8   (mgal)                       NAVD 88
 MK0710
 MK0710  VERT ORDER  -  SECOND    CLASS 0
 MK0710
 MK0710.The horizontal coordinates were scaled from a topographic map and have
 MK0710.an estimated accuracy of +/- 6 seconds.
 MK0710
 MK0710.The orthometric height was determined by differential leveling
 MK0710.and adjusted by the National Geodetic Survey in June 1991..
 MK0710
 MK0710.The geoid height was determined by GEOID03.
 MK0710
 MK0710.The dynamic height is computed by dividing the NAVD 88
 MK0710.geopotential number by the normal gravity value computed on the
 MK0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0710.degrees latitude (g = 980.6199 gals.).
 MK0710
 MK0710.The modeled gravity was interpolated from observed gravity values.
 MK0710
 MK0710;                    North         East    Units  Estimated Accuracy
 MK0710;SPC NE       -   152,140.      803,640.      MT  (+/- 180 meters Scaled)
 MK0710
 MK0710                          SUPERSEDED SURVEY CONTROL
 MK0710
 MK0710  NGVD 29 (??/??/92)  329.167  (m)         1079.94   (f) ADJ UNCH    2 0
 MK0710
 MK0710.Superseded values are not recommended for survey control.
 MK0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0710.See file dsdata.txt to determine how the superseded data were derived.
 MK0710
 MK0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL197583(NAD 83)
 MK0710_MARKER: DB = BENCH MARK DISK
 MK0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0710_STAMPING: J 300 1950
 MK0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0710+STABILITY: SURFACE MOTION
 MK0710
 MK0710  HISTORY     - Date     Condition        Report By
 MK0710  HISTORY     - 1950     MONUMENTED       CGS
 MK0710
 MK0710                          STATION DESCRIPTION
 MK0710
 MK0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0710'1.2 MI W FROM WANN.
 MK0710'1.2 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0710'AND QUINCY RAILROAD STATION AT WANN, 89 FEET SOUTH OF THE CENTER
 MK0710'LINE OF THE ROAD, 80 FEET SOUTHEAST OF A FENCE CORNER, 2.0 FEET
 MK0710'NORTHEAST OF THE NORTHWEST CORNER OF A CORN CRIB, AT A FARMHOUSE,
 MK0710'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MK0710'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0723 ***********************************************************************
 MK0723  DESIGNATION -  J 302
 MK0723  PID         -  MK0723
 MK0723  STATE/COUNTY-  NE/SAUNDERS
 MK0723  USGS QUAD   -  LESHARA (1968)
 MK0723
 MK0723                         *CURRENT SURVEY CONTROL
 MK0723  ___________________________________________________________________
 MK0723* NAD 83(1986)-  41 17 22.     (N)    096 25 34.     (W)     SCALED    
 MK0723* NAVD 88     -       394.028  (meters)    1292.74   (feet)  ADJUSTED  
 MK0723  ___________________________________________________________________
 MK0723  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 MK0723  DYNAMIC HT  -         393.843 (meters)    1292.13  (feet)  COMP
 MK0723  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 MK0723
 MK0723  VERT ORDER  -  SECOND    CLASS 0
 MK0723
 MK0723.The horizontal coordinates were scaled from a topographic map and have
 MK0723.an estimated accuracy of +/- 6 seconds.
 MK0723
 MK0723.The orthometric height was determined by differential leveling
 MK0723.and adjusted by the National Geodetic Survey in June 1991..
 MK0723
 MK0723.The geoid height was determined by GEOID03.
 MK0723
 MK0723.The dynamic height is computed by dividing the NAVD 88
 MK0723.geopotential number by the normal gravity value computed on the
 MK0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0723.degrees latitude (g = 980.6199 gals.).
 MK0723
 MK0723.The modeled gravity was interpolated from observed gravity values.
 MK0723
 MK0723;                    North         East    Units  Estimated Accuracy
 MK0723;SPC NE       -   167,850.      799,190.      MT  (+/- 180 meters Scaled)
 MK0723
 MK0723                          SUPERSEDED SURVEY CONTROL
 MK0723
 MK0723  NGVD 29 (??/??/92)  393.886  (m)         1292.27   (f) ADJ UNCH    2 0
 MK0723
 MK0723.Superseded values are not recommended for survey control.
 MK0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0723.See file dsdata.txt to determine how the superseded data were derived.
 MK0723
 MK0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL155740(NAD 83)
 MK0723_MARKER: DB = BENCH MARK DISK
 MK0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0723_STAMPING: J 302 1950
 MK0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0723+STABILITY: SURFACE MOTION
 MK0723
 MK0723  HISTORY     - Date     Condition        Report By
 MK0723  HISTORY     - 1950     MONUMENTED       CGS
 MK0723
 MK0723                          STATION DESCRIPTION
 MK0723
 MK0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0723'3 MI S FROM LESHARA.
 MK0723'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0723'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.8 MILE SOUTH
 MK0723'ALONG STATE HIGHWAY 64, THENCE 1.25 MILE SOUTH ALONG A GRAVELED
 MK0723'ROAD, AT THE GLEN KARLOFF FARMHOUSE, 83 FEET SOUTHEAST OF THE
 MK0723'SOUTHEAST CORNER OF THE FARMHOUSE, 65 FEET WEST OF THE CENTER
 MK0723'LINE OF THE GRAVELED ROAD LEADING SOUTH, 15 FEET NORTH OF THE
 MK0723'CENTER LINE OF A PRIVATE DRIVEWAY, 1.4 FEET SOUTH OF A YARD
 MK0723'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK0723'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0727 ***********************************************************************
 MK0727  DESIGNATION -  J 303
 MK0727  PID         -  MK0727
 MK0727  STATE/COUNTY-  NE/SAUNDERS
 MK0727  USGS QUAD   -  LESHARA (1968)
 MK0727
 MK0727                         *CURRENT SURVEY CONTROL
 MK0727  ___________________________________________________________________
 MK0727* NAD 83(1986)-  41 20 06.     (N)    096 26 34.     (W)     SCALED    
 MK0727* NAVD 88     -       371.811  (meters)    1219.85   (feet)  ADJUSTED  
 MK0727  ___________________________________________________________________
 MK0727  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 MK0727  DYNAMIC HT  -         371.637 (meters)    1219.28  (feet)  COMP
 MK0727  MODELED GRAV-     980,145.3   (mgal)                       NAVD 88
 MK0727
 MK0727  VERT ORDER  -  SECOND    CLASS 0
 MK0727
 MK0727.The horizontal coordinates were scaled from a topographic map and have
 MK0727.an estimated accuracy of +/- 6 seconds.
 MK0727
 MK0727.The orthometric height was determined by differential leveling
 MK0727.and adjusted by the National Geodetic Survey in June 1991..
 MK0727
 MK0727.The geoid height was determined by GEOID03.
 MK0727
 MK0727.The dynamic height is computed by dividing the NAVD 88
 MK0727.geopotential number by the normal gravity value computed on the
 MK0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0727.degrees latitude (g = 980.6199 gals.).
 MK0727
 MK0727.The modeled gravity was interpolated from observed gravity values.
 MK0727
 MK0727;                    North         East    Units  Estimated Accuracy
 MK0727;SPC NE       -   172,850.      797,580.      MT  (+/- 180 meters Scaled)
 MK0727
 MK0727                          SUPERSEDED SURVEY CONTROL
 MK0727
 MK0727  NGVD 29 (??/??/92)  371.666  (m)         1219.37   (f) ADJ UNCH    2 0
 MK0727
 MK0727.Superseded values are not recommended for survey control.
 MK0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0727.See file dsdata.txt to determine how the superseded data were derived.
 MK0727
 MK0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL139791(NAD 83)
 MK0727_MARKER: DB = BENCH MARK DISK
 MK0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0727_STAMPING: J 303 1950
 MK0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0727+STABILITY: SURFACE MOTION
 MK0727
 MK0727  HISTORY     - Date     Condition        Report By
 MK0727  HISTORY     - 1950     MONUMENTED       CGS
 MK0727
 MK0727                          STATION DESCRIPTION
 MK0727
 MK0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0727'1.2 MI NW FROM LESHARA.
 MK0727'0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0727'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.1 MILE NORTH
 MK0727'ALONG THE MAIN STREET OF LESHARA, THENCE 0.2 MILE WEST ALONG A
 MK0727'GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD,
 MK0727'THENCE 0.6 MILE WEST ALONG A GRAVELED ROAD, AT THE ENTRANCE TO
 MK0727'A PRIVATE DRIVEWAY LEADING SOUTH, 38 FEET SOUTH OF THE CENTER
 MK0727'LINE OF THE GRAVELED ROAD, 14 FEET EAST OF THE CENTER LINE OF THE
 MK0727'PRIVATE DRIVEWAY, 4.2 FEET SOUTHEAST OF A BRACED TELEPHONE POLE,
 MK0727'3.8 FEET EAST OF A FENCE CORNER, 1.4 FEET WEST OF A WITNESS
 MK0727'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MK0727'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1031 ***********************************************************************
 MK1031  DESIGNATION -  J 304
 MK1031  PID         -  MK1031
 MK1031  STATE/COUNTY-  NE/SAUNDERS
 MK1031  USGS QUAD   -  WAHOO EAST (1983)
 MK1031
 MK1031                         *CURRENT SURVEY CONTROL
 MK1031  ___________________________________________________________________
 MK1031* NAD 83(1986)-  41 14 55.     (N)    096 30 06.     (W)     SCALED    
 MK1031* NAVD 88     -       370.302  (meters)    1214.90   (feet)  ADJUSTED  
 MK1031  ___________________________________________________________________
 MK1031  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 MK1031  DYNAMIC HT  -         370.126 (meters)    1214.32  (feet)  COMP
 MK1031  MODELED GRAV-     980,137.9   (mgal)                       NAVD 88
 MK1031
 MK1031  VERT ORDER  -  SECOND    CLASS 0
 MK1031
 MK1031.The horizontal coordinates were scaled from a topographic map and have
 MK1031.an estimated accuracy of +/- 6 seconds.
 MK1031
 MK1031.The orthometric height was determined by differential leveling
 MK1031.and adjusted by the National Geodetic Survey in June 1991..
 MK1031
 MK1031.The geoid height was determined by GEOID03.
 MK1031
 MK1031.The dynamic height is computed by dividing the NAVD 88
 MK1031.geopotential number by the normal gravity value computed on the
 MK1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1031.degrees latitude (g = 980.6199 gals.).
 MK1031
 MK1031.The modeled gravity was interpolated from observed gravity values.
 MK1031
 MK1031;                    North         East    Units  Estimated Accuracy
 MK1031;SPC NE       -   163,060.      793,050.      MT  (+/- 180 meters Scaled)
 MK1031
 MK1031                          SUPERSEDED SURVEY CONTROL
 MK1031
 MK1031  NGVD 29 (??/??/92)  370.157  (m)         1214.42   (f) ADJ UNCH    2 0
 MK1031
 MK1031.Superseded values are not recommended for survey control.
 MK1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1031.See file dsdata.txt to determine how the superseded data were derived.
 MK1031
 MK1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL093693(NAD 83)
 MK1031_MARKER: DB = BENCH MARK DISK
 MK1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1031_STAMPING: J 304 1950
 MK1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1031+STABILITY: SURFACE MOTION
 MK1031
 MK1031  HISTORY     - Date     Condition        Report By
 MK1031  HISTORY     - 1950     MONUMENTED       CGS
 MK1031  HISTORY     - 1961     GOOD             NGS
 MK1031  HISTORY     - 1987     GOOD             LOCSUR
 MK1031
 MK1031                          STATION DESCRIPTION
 MK1031
 MK1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MK1031'1.8 MI NW FROM MEAD.
 MK1031'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT MEAD,
 MK1031'THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 30 ALT, THENCE 1 MILE
 MK1031'NORTH ALONG U.S. HIGHWAY 77, 0.1 MILE EAST OF CENTER OF U.S.
 MK1031'HIGHWAY 77, 33 FEET NORTH OF THE CENTER OF A DIRT ROAD, 3.5 FEET
 MK1031'WEST OF A POWER POLE, 3 FEET LOWER THAN THE ROAD, 1.7 FEET WEST OF
 MK1031'A WOODEN WITNESS POST, 7 INCHES SOUTH OF A FENCE, SET IN TOP OF A
 MK1031'ROUND CONCRETE POST, PROJECTING 3 INCHES.
 MK1031
 MK1031                          STATION RECOVERY (1987)
 MK1031
 MK1031'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987
 MK1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0601 ***********************************************************************
 MK0601  DESIGNATION -  J 305
 MK0601  PID         -  MK0601
 MK0601  STATE/COUNTY-  NE/DODGE
 MK0601  USGS QUAD   -  ARLINGTON (1968)
 MK0601
 MK0601                         *CURRENT SURVEY CONTROL
 MK0601  ___________________________________________________________________
 MK0601* NAD 83(1986)-  41 25 59.     (N)    096 20 52.     (W)     SCALED    
 MK0601* NAVD 88     -       352.070  (meters)    1155.08   (feet)  ADJUSTED  
 MK0601  ___________________________________________________________________
 MK0601  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MK0601  DYNAMIC HT  -         351.906 (meters)    1154.54  (feet)  COMP
 MK0601  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 MK0601
 MK0601  VERT ORDER  -  SECOND    CLASS 0
 MK0601
 MK0601.The horizontal coordinates were scaled from a topographic map and have
 MK0601.an estimated accuracy of +/- 6 seconds.
 MK0601
 MK0601.The orthometric height was determined by differential leveling
 MK0601.and adjusted by the National Geodetic Survey in June 1991..
 MK0601
 MK0601.The geoid height was determined by GEOID03.
 MK0601
 MK0601.The dynamic height is computed by dividing the NAVD 88
 MK0601.geopotential number by the normal gravity value computed on the
 MK0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0601.degrees latitude (g = 980.6199 gals.).
 MK0601
 MK0601.The modeled gravity was interpolated from observed gravity values.
 MK0601
 MK0601;                    North         East    Units  Estimated Accuracy
 MK0601;SPC NE       -   184,050.      805,070.      MT  (+/- 180 meters Scaled)
 MK0601
 MK0601                          SUPERSEDED SURVEY CONTROL
 MK0601
 MK0601  NGVD 29 (??/??/92)  351.925  (m)         1154.61   (f) ADJ UNCH    2 0
 MK0601
 MK0601.Superseded values are not recommended for survey control.
 MK0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0601.See file dsdata.txt to determine how the superseded data were derived.
 MK0601
 MK0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL216902(NAD 83)
 MK0601_MARKER: DB = BENCH MARK DISK
 MK0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0601_STAMPING: J 305 1950
 MK0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0601+STABILITY: SURFACE MOTION
 MK0601
 MK0601  HISTORY     - Date     Condition        Report By
 MK0601  HISTORY     - 1950     MONUMENTED       CGS
 MK0601  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0601
 MK0601                          STATION DESCRIPTION
 MK0601
 MK0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0601'3 MI S FROM ARLINGTON.
 MK0601'0.45 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE CHICAGO AND
 MK0601'NORTH WESTERN RAILROAD STATION AT ARLINGTON, THENCE 1.1 MILES
 MK0601'SOUTHWEST ALONG A WINDING GRAVELED ROAD, THENCE 0.25 MILE SOUTH
 MK0601'ALONG A GRAVELED ROAD, THENCE 0.45 MILE EAST ALONG A GRAVELED
 MK0601'ROAD, THENCE 0.8 MILE SOUTHEAST ALONG A GRAVELED ROAD AT THE
 MK0601'FARM HOME OF TRUED PEARSON, 94 FEET EAST OF THE CENTER LINE
 MK0601'OF THE ROAD, 132 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 MK0601'FARMHOUSE, 16 FEET WEST OF THE CENTER LINE OF A PRIVATE
 MK0601'DRIVEWAY, 71 FEET SOUTHEAST OF THE CENTER OF A IRON FRAME GATE,
 MK0601'64 FEET EAST OF A FENCE, 64 FEET EAST OF A WITNESS POST, SET
 MK0601'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0601
 MK0601                          STATION RECOVERY (1966)
 MK0601
 MK0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0207 ***********************************************************************
 ML0207  DESIGNATION -  J 306
 ML0207  PID         -  ML0207
 ML0207  STATE/COUNTY-  NE/HOWARD
 ML0207  USGS QUAD   -  CUSHING (1955)
 ML0207
 ML0207                         *CURRENT SURVEY CONTROL
 ML0207  ___________________________________________________________________
 ML0207* NAD 83(1986)-  41 17 06.     (N)    098 20 45.     (W)     SCALED    
 ML0207* NAVD 88     -       534.941  (meters)    1755.05   (feet)  ADJUSTED  
 ML0207  ___________________________________________________________________
 ML0207  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 ML0207  DYNAMIC HT  -         534.676 (meters)    1754.18  (feet)  COMP
 ML0207  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 ML0207
 ML0207  VERT ORDER  -  SECOND    CLASS 0
 ML0207
 ML0207.The horizontal coordinates were scaled from a topographic map and have
 ML0207.an estimated accuracy of +/- 6 seconds.
 ML0207
 ML0207.The orthometric height was determined by differential leveling
 ML0207.and adjusted by the National Geodetic Survey in June 1991..
 ML0207
 ML0207.The geoid height was determined by GEOID03.
 ML0207
 ML0207.The dynamic height is computed by dividing the NAVD 88
 ML0207.geopotential number by the normal gravity value computed on the
 ML0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0207.degrees latitude (g = 980.6199 gals.).
 ML0207
 ML0207.The modeled gravity was interpolated from observed gravity values.
 ML0207
 ML0207;                    North         East    Units  Estimated Accuracy
 ML0207;SPC NE       -   162,500.      638,520.      MT  (+/- 180 meters Scaled)
 ML0207
 ML0207                          SUPERSEDED SURVEY CONTROL
 ML0207
 ML0207  NGVD 29 (??/??/92)  534.704  (m)         1754.27   (f) ADJ UNCH    2 0
 ML0207
 ML0207.Superseded values are not recommended for survey control.
 ML0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0207.See file dsdata.txt to determine how the superseded data were derived.
 ML0207
 ML0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL547706(NAD 83)
 ML0207_MARKER: DB = BENCH MARK DISK
 ML0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0207_STAMPING: J 306 1950
 ML0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0207+STABILITY: SURFACE MOTION
 ML0207
 ML0207  HISTORY     - Date     Condition        Report By
 ML0207  HISTORY     - 1950     MONUMENTED       CGS
 ML0207  HISTORY     - 1950     GOOD             NGS
 ML0207
 ML0207                          STATION DESCRIPTION
 ML0207
 ML0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0207'1.3 MI SE FROM CUSHING.
 ML0207'1.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0207'RAILROAD FROM THE STATION AT CUSHING, AT A ROAD CROSSING, 53 FEET
 ML0207'NORTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, 45
 ML0207'FEET SOUTH OF THE SOUTH RAIL, 27 FEET WEST OF A TELEPHONE POLE,
 ML0207'2.2 FEET NORTHWEST OF A FENCE CORNER, 2 FEET NORTH OF A FENCE,
 ML0207'1.6 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 ML0207'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1558 ***********************************************************************
 MK1558  DESIGNATION -  J 307
 MK1558  PID         -  MK1558
 MK1558  STATE/COUNTY-  NE/NANCE
 MK1558  USGS QUAD   -  FULLERTON (1958)
 MK1558
 MK1558                         *CURRENT SURVEY CONTROL
 MK1558  ___________________________________________________________________
 MK1558* NAD 83(1986)-  41 21 30.     (N)    097 59 09.     (W)     SCALED    
 MK1558* NAVD 88     -       509.134  (meters)    1670.38   (feet)  ADJUSTED  
 MK1558  ___________________________________________________________________
 MK1558  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 MK1558  DYNAMIC HT  -         508.897 (meters)    1669.61  (feet)  COMP
 MK1558  MODELED GRAV-     980,141.3   (mgal)                       NAVD 88
 MK1558
 MK1558  VERT ORDER  -  SECOND    CLASS 0
 MK1558
 MK1558.The horizontal coordinates were scaled from a topographic map and have
 MK1558.an estimated accuracy of +/- 6 seconds.
 MK1558
 MK1558.The orthometric height was determined by differential leveling
 MK1558.and adjusted by the National Geodetic Survey in June 1991..
 MK1558
 MK1558.The geoid height was determined by GEOID03.
 MK1558
 MK1558.The dynamic height is computed by dividing the NAVD 88
 MK1558.geopotential number by the normal gravity value computed on the
 MK1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1558.degrees latitude (g = 980.6199 gals.).
 MK1558
 MK1558.The modeled gravity was interpolated from observed gravity values.
 MK1558
 MK1558;                    North         East    Units  Estimated Accuracy
 MK1558;SPC NE       -   171,280.      668,470.      MT  (+/- 180 meters Scaled)
 MK1558
 MK1558                          SUPERSEDED SURVEY CONTROL
 MK1558
 MK1558  NGVD 29 (??/??/92)  508.912  (m)         1669.66   (f) ADJ UNCH    2 0
 MK1558
 MK1558.Superseded values are not recommended for survey control.
 MK1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1558.See file dsdata.txt to determine how the superseded data were derived.
 MK1558
 MK1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL848790(NAD 83)
 MK1558_MARKER: DB = BENCH MARK DISK
 MK1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1558_STAMPING: J 307 1950
 MK1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1558+STABILITY: SURFACE MOTION
 MK1558
 MK1558  HISTORY     - Date     Condition        Report By
 MK1558  HISTORY     - 1950     MONUMENTED       CGS
 MK1558
 MK1558                          STATION DESCRIPTION
 MK1558
 MK1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1558'1.2 MI W FROM FULLERTON.
 MK1558'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1558'FULLERTON, AT A ROAD JUNCTION, 61 FEET SOUTH OF THE CENTER
 MK1558'LINE OF THE HIGHWAY, 30 FEET NORTHWEST OF THE CENTER LINE OF A
 MK1558'GRAVELED ROAD LEADING SOUTHWEST, 15 FEET SOUTH OF THE SOUTHWEST
 MK1558'CORNER OF A BUILDING, 1 FOOT SOUTHEAST OF A FENCE, 2.5 FEET
 MK1558'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1558'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1574 ***********************************************************************
 MK1574  DESIGNATION -  J 308 RESET
 MK1574  PID         -  MK1574
 MK1574  STATE/COUNTY-  NE/NANCE
 MK1574  USGS QUAD   -  FULLERTON NE (1958)
 MK1574
 MK1574                         *CURRENT SURVEY CONTROL
 MK1574  ___________________________________________________________________
 MK1574* NAD 83(1986)-  41 24 33.     (N)    097 49 05.     (W)     SCALED    
 MK1574* NAVD 88     -       490.84   (meters)    1610.4    (feet)  RESET     
 MK1574  ___________________________________________________________________
 MK1574  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 MK1574
 MK1574  VERT ORDER  -  THIRD
 MK1574
 MK1574.The horizontal coordinates were scaled from a topographic map and have
 MK1574.an estimated accuracy of +/- 6 seconds.
 MK1574
 MK1574.The orthometric height was computed from unverified reset data.
 MK1574
 MK1574.The geoid height was determined by GEOID03.
 MK1574
 MK1574;                    North         East    Units  Estimated Accuracy
 MK1574;SPC NE       -   177,260.      682,360.      MT  (+/- 180 meters Scaled)
 MK1574
 MK1574                          SUPERSEDED SURVEY CONTROL
 MK1574
 MK1574  NGVD 29 (??/??/??)  490.62   (m)         1609.6    (f) RESET       3  
 MK1574
 MK1574.Superseded values are not recommended for survey control.
 MK1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1574.See file dsdata.txt to determine how the superseded data were derived.
 MK1574
 MK1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL987848(NAD 83)
 MK1574_MARKER: DB = BENCH MARK DISK
 MK1574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1574_SP_SET: CULVERT
 MK1574_STAMPING: J 308 RESET 1957
 MK1574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1574
 MK1574  HISTORY     - Date     Condition        Report By
 MK1574  HISTORY     - 1957     MONUMENTED       NEDR
 MK1574
 MK1574                          STATION DESCRIPTION
 MK1574
 MK1574'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1574'5.9 MI SW FROM GENOA.
 MK1574'5.9 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1574'AT GENOA, 48 FEET SOUTH OF THE EAST END OF SOUTH PARAPET WALL OF
 MK1574'CONCRETE BOX CULVERT, AND 103.0 FEET SOUTH OF THE CENTERLINE OF
 MK1574'PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1413 ***********************************************************************
 MK1413  DESIGNATION -  J 309
 MK1413  PID         -  MK1413
 MK1413  STATE/COUNTY-  NE/NANCE
 MK1413  USGS QUAD   -  GENOA (1958)
 MK1413
 MK1413                         *CURRENT SURVEY CONTROL
 MK1413  ___________________________________________________________________
 MK1413* NAD 83(1986)-  41 25 53.     (N)    097 44 02.     (W)     SCALED    
 MK1413* NAVD 88     -       475.059  (meters)    1558.59   (feet)  ADJUSTED  
 MK1413  ___________________________________________________________________
 MK1413  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 MK1413  DYNAMIC HT  -         474.838 (meters)    1557.86  (feet)  COMP
 MK1413  MODELED GRAV-     980,143.7   (mgal)                       NAVD 88
 MK1413
 MK1413  VERT ORDER  -  SECOND    CLASS 0
 MK1413
 MK1413.The horizontal coordinates were scaled from a topographic map and have
 MK1413.an estimated accuracy of +/- 6 seconds.
 MK1413
 MK1413.The orthometric height was determined by differential leveling
 MK1413.and adjusted by the National Geodetic Survey in June 1991..
 MK1413
 MK1413.The geoid height was determined by GEOID03.
 MK1413
 MK1413.The dynamic height is computed by dividing the NAVD 88
 MK1413.geopotential number by the normal gravity value computed on the
 MK1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1413.degrees latitude (g = 980.6199 gals.).
 MK1413
 MK1413.The modeled gravity was interpolated from observed gravity values.
 MK1413
 MK1413;                    North         East    Units  Estimated Accuracy
 MK1413;SPC NE       -   179,910.      689,330.      MT  (+/- 180 meters Scaled)
 MK1413
 MK1413                          SUPERSEDED SURVEY CONTROL
 MK1413
 MK1413  NGVD 29 (??/??/92)  474.851  (m)         1557.91   (f) ADJ UNCH    2 0
 MK1413
 MK1413.Superseded values are not recommended for survey control.
 MK1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1413.See file dsdata.txt to determine how the superseded data were derived.
 MK1413
 MK1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL057874(NAD 83)
 MK1413_MARKER: DB = BENCH MARK DISK
 MK1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1413_STAMPING: J 309 1950
 MK1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1413+STABILITY: SURFACE MOTION
 MK1413
 MK1413  HISTORY     - Date     Condition        Report By
 MK1413  HISTORY     - 1950     MONUMENTED       CGS
 MK1413  HISTORY     - 1960     GOOD             NGS
 MK1413
 MK1413                          STATION DESCRIPTION
 MK1413
 MK1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1413'1.4 MI S FROM GENOA.
 MK1413'0.2 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1413'GENOA, THENCE 1.2 MILES SOUTH ALONG STATE HIGHWAY 39, AT A ROAD
 MK1413'INTERSECTION, 160 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 MK1413'WEST ROAD, 35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 28
 MK1413'FEET SOUTH OF THE CENTER OF THE MAIN OR WEST ENTRANCE TO THE
 MK1413'VALLEY VIEW CEMETERY, 1 FOOT WEST OF A FENCE, 1.7 FEET NORTH
 MK1413'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1413'0.3 FOOT ABOVE THE GROUND.
 MK1413
 MK1413                          STATION RECOVERY (1960)
 MK1413
 MK1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MK1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0236 ***********************************************************************
 MM0236  DESIGNATION -  J 31
 MM0236  PID         -  MM0236
 MM0236  STATE/COUNTY-  NE/KEITH
 MM0236  USGS QUAD   -  MARTIN (1971)
 MM0236
 MM0236                         *CURRENT SURVEY CONTROL
 MM0236  ___________________________________________________________________
 MM0236* NAD 83(1986)-  41 22 11.     (N)    101 43 46.     (W)     SCALED    
 MM0236* NAVD 88     -      1071.928  (meters)    3516.82   (feet)  ADJUSTED  
 MM0236  ___________________________________________________________________
 MM0236  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 MM0236  DYNAMIC HT  -        1071.276 (meters)    3514.68  (feet)  COMP
 MM0236  MODELED GRAV-     979,977.5   (mgal)                       NAVD 88
 MM0236
 MM0236  VERT ORDER  -  SECOND    CLASS 0
 MM0236
 MM0236.The horizontal coordinates were scaled from a topographic map and have
 MM0236.an estimated accuracy of +/- 6 seconds.
 MM0236
 MM0236.The orthometric height was determined by differential leveling
 MM0236.and adjusted by the National Geodetic Survey in June 1991..
 MM0236
 MM0236.The geoid height was determined by GEOID03.
 MM0236
 MM0236.The dynamic height is computed by dividing the NAVD 88
 MM0236.geopotential number by the normal gravity value computed on the
 MM0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0236.degrees latitude (g = 980.6199 gals.).
 MM0236
 MM0236.The modeled gravity was interpolated from observed gravity values.
 MM0236
 MM0236;                    North         East    Units  Estimated Accuracy
 MM0236;SPC NE       -   172,030.      355,370.      MT  (+/- 180 meters Scaled)
 MM0236
 MM0236                          SUPERSEDED SURVEY CONTROL
 MM0236
 MM0236  NGVD 29 (??/??/92) 1071.475  (m)         3515.33   (f) ADJ UNCH    2 0
 MM0236
 MM0236.Superseded values are not recommended for survey control.
 MM0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0236.See file dsdata.txt to determine how the superseded data were derived.
 MM0236
 MM0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL717833(NAD 83)
 MM0236_MARKER: DB = BENCH MARK DISK
 MM0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0236_STAMPING: J 31 1934
 MM0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0236+STABILITY: SURFACE MOTION
 MM0236
 MM0236  HISTORY     - Date     Condition        Report By
 MM0236  HISTORY     - 1934     MONUMENTED       CGS
 MM0236  HISTORY     - 1941     GOOD             NGS
 MM0236
 MM0236                          STATION DESCRIPTION
 MM0236
 MM0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MM0236'16 MI S FROM ARTHUR.
 MM0236'IN KEITH COUNTY, 16 MILES SOUTH ALONG STATE HIGHWAY 61 FROM
 MM0236'ARTHUR, ARTHUR COUNTY, AT THE FOOT OF A HILL, AND 40 FEET
 MM0236'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 MM0236'STAMPED J 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0125 ***********************************************************************
 ML0125  DESIGNATION -  J 310
 ML0125  PID         -  ML0125
 ML0125  STATE/COUNTY-  NE/WHEELER
 ML0125  USGS QUAD   -  SCHOOL NO. 20 (1985)
 ML0125
 ML0125                         *CURRENT SURVEY CONTROL
 ML0125  ___________________________________________________________________
 ML0125* NAD 83(1986)-  41 45 58.     (N)    098 27 00.     (W)     SCALED    
 ML0125* NAVD 88     -       653.865  (meters)    2145.22   (feet)  ADJUSTED  
 ML0125  ___________________________________________________________________
 ML0125  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 ML0125  DYNAMIC HT  -         653.559 (meters)    2144.22  (feet)  COMP
 ML0125  MODELED GRAV-     980,133.6   (mgal)                       NAVD 88
 ML0125
 ML0125  VERT ORDER  -  SECOND    CLASS 0
 ML0125
 ML0125.The horizontal coordinates were scaled from a topographic map and have
 ML0125.an estimated accuracy of +/- 6 seconds.
 ML0125
 ML0125.The orthometric height was determined by differential leveling
 ML0125.and adjusted by the National Geodetic Survey in June 1991..
 ML0125
 ML0125.The geoid height was determined by GEOID03.
 ML0125
 ML0125.The dynamic height is computed by dividing the NAVD 88
 ML0125.geopotential number by the normal gravity value computed on the
 ML0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0125.degrees latitude (g = 980.6199 gals.).
 ML0125
 ML0125.The modeled gravity was interpolated from observed gravity values.
 ML0125
 ML0125;                    North         East    Units  Estimated Accuracy
 ML0125;SPC NE       -   215,740.      628,840.      MT  (+/- 180 meters Scaled)
 ML0125
 ML0125                          SUPERSEDED SURVEY CONTROL
 ML0125
 ML0125  NGVD 29 (??/??/92)  653.624  (m)         2144.43   (f) ADJ UNCH    2 0
 ML0125
 ML0125.Superseded values are not recommended for survey control.
 ML0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0125.See file dsdata.txt to determine how the superseded data were derived.
 ML0125
 ML0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM457239(NAD 83)
 ML0125_MARKER: DB = BENCH MARK DISK
 ML0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0125_STAMPING: J 310 1950
 ML0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0125+STABILITY: SURFACE MOTION
 ML0125
 ML0125  HISTORY     - Date     Condition        Report By
 ML0125  HISTORY     - 1950     MONUMENTED       CGS
 ML0125
 ML0125                          STATION DESCRIPTION
 ML0125
 ML0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0125'11.1 MI NW FROM SPALDING.
 ML0125'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0125'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE
 ML0125'NORTH ALONG A GRAVELED ROAD, THENCE 2.2 MILES NORTHWEST ALONG
 ML0125'A SAND ROAD, THENCE 2.8 MILES NORTHEAST ALONG A SAND ROAD,
 ML0125'AT A T ROAD JUNCTION, ON THE EXTENDED CENTER LINE OF A ROAD
 ML0125'LEADING WEST, ON THE OUTSIDE OF A CURVE IN THE MAIN ROAD,
 ML0125'84 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 113
 ML0125'FEET NORTH OF THE CENTER OF A GATE, 1 FOOT WEST OF A FENCE,
 ML0125'1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0125'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1698 ***********************************************************************
 MK1698  DESIGNATION -  J 311
 MK1698  PID         -  MK1698
 MK1698  STATE/COUNTY-  NE/BOONE
 MK1698  USGS QUAD   -  CLOSTER SE (1985)
 MK1698
 MK1698                         *CURRENT SURVEY CONTROL
 MK1698  ___________________________________________________________________
 MK1698* NAD 83(1986)-  41 49 45.     (N)    097 51 08.     (W)     SCALED    
 MK1698* NAVD 88     -       572.597  (meters)    1878.60   (feet)  ADJUSTED  
 MK1698  ___________________________________________________________________
 MK1698  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 MK1698  DYNAMIC HT  -         572.359 (meters)    1877.81  (feet)  COMP
 MK1698  MODELED GRAV-     980,188.7   (mgal)                       NAVD 88
 MK1698
 MK1698  VERT ORDER  -  SECOND    CLASS 0
 MK1698
 MK1698.The horizontal coordinates were scaled from a topographic map and have
 MK1698.an estimated accuracy of +/- 6 seconds.
 MK1698
 MK1698.The orthometric height was determined by differential leveling
 MK1698.and adjusted by the National Geodetic Survey in June 1991..
 MK1698
 MK1698.The geoid height was determined by GEOID03.
 MK1698
 MK1698.The dynamic height is computed by dividing the NAVD 88
 MK1698.geopotential number by the normal gravity value computed on the
 MK1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1698.degrees latitude (g = 980.6199 gals.).
 MK1698
 MK1698.The modeled gravity was interpolated from observed gravity values.
 MK1698
 MK1698;                    North         East    Units  Estimated Accuracy
 MK1698;SPC NE       -   223,810.      678,340.      MT  (+/- 180 meters Scaled)
 MK1698
 MK1698                          SUPERSEDED SURVEY CONTROL
 MK1698
 MK1698  NGVD 29 (??/??/92)  572.388  (m)         1877.91   (f) ADJ UNCH    2 0
 MK1698
 MK1698.Superseded values are not recommended for survey control.
 MK1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1698.See file dsdata.txt to determine how the superseded data were derived.
 MK1698
 MK1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM953314(NAD 83)
 MK1698_MARKER: DB = BENCH MARK DISK
 MK1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1698_STAMPING: J 311 1950
 MK1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1698+STABILITY: SURFACE MOTION
 MK1698
 MK1698  HISTORY     - Date     Condition        Report By
 MK1698  HISTORY     - 1950     MONUMENTED       CGS
 MK1698  HISTORY     - 1989     GOOD             LOCSUR
 MK1698
 MK1698                          STATION DESCRIPTION
 MK1698
 MK1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1698'9.5 MI NW FROM NEWMAN GROVE.
 MK1698'3.0 MILES WEST ALONG STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1698'LUTHERAN CHURCH AT NEWMAN GROVE, THENCE 5.5 MILES NORTH ALONG A
 MK1698'GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, AT A
 MK1698'ROAD INTERSECTION, 42 FEET SOUTH OF THE CENTER LINE OF AN EAST
 MK1698'AND WEST ROAD, 22 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1698'ROAD, 14 FEET SOUTHEAST OF A POWER POLE, 18 FEET SOUTH OF A
 MK1698'FENCE CORNER, 1.4 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS
 MK1698'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1698'ABOVE THE GROUND.
 MK1698
 MK1698                          STATION RECOVERY (1989)
 MK1698
 MK1698'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1691 ***********************************************************************
 MK1691  DESIGNATION -  J 312
 MK1691  PID         -  MK1691
 MK1691  STATE/COUNTY-  NE/BOONE
 MK1691  USGS QUAD   -  CLOSTER SW (1985)
 MK1691
 MK1691                         *CURRENT SURVEY CONTROL
 MK1691  ___________________________________________________________________
 MK1691* NAD 83(1986)-  41 49 43.     (N)    097 58 26.     (W)     SCALED    
 MK1691* NAVD 88     -       595.256  (meters)    1952.94   (feet)  ADJUSTED  
 MK1691  ___________________________________________________________________
 MK1691  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 MK1691  DYNAMIC HT  -         594.999 (meters)    1952.09  (feet)  COMP
 MK1691  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 MK1691
 MK1691  VERT ORDER  -  SECOND    CLASS 0
 MK1691
 MK1691.The horizontal coordinates were scaled from a topographic map and have
 MK1691.an estimated accuracy of +/- 6 seconds.
 MK1691
 MK1691.The orthometric height was determined by differential leveling
 MK1691.and adjusted by the National Geodetic Survey in June 1991..
 MK1691
 MK1691.The geoid height was determined by GEOID03.
 MK1691
 MK1691.The dynamic height is computed by dividing the NAVD 88
 MK1691.geopotential number by the normal gravity value computed on the
 MK1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1691.degrees latitude (g = 980.6199 gals.).
 MK1691
 MK1691.The modeled gravity was interpolated from observed gravity values.
 MK1691
 MK1691;                    North         East    Units  Estimated Accuracy
 MK1691;SPC NE       -   223,500.      668,240.      MT  (+/- 180 meters Scaled)
 MK1691
 MK1691                          SUPERSEDED SURVEY CONTROL
 MK1691
 MK1691  NGVD 29 (??/??/92)  595.035  (m)         1952.21   (f) ADJ UNCH    2 0
 MK1691
 MK1691.Superseded values are not recommended for survey control.
 MK1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1691.See file dsdata.txt to determine how the superseded data were derived.
 MK1691
 MK1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM852312(NAD 83)
 MK1691_MARKER: DB = BENCH MARK DISK
 MK1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1691_STAMPING: J 312 1950
 MK1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1691+STABILITY: SURFACE MOTION
 MK1691
 MK1691  HISTORY     - Date     Condition        Report By
 MK1691  HISTORY     - 1950     MONUMENTED       CGS
 MK1691  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1691
 MK1691                          STATION DESCRIPTION
 MK1691
 MK1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1691'7.4 MI E FROM PETERSBURG.
 MK1691'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER
 MK1691'AT PETERSBURG, THENCE 4.9 MILES EAST ALONG A GRAVELED ROAD, THENCE
 MK1691'1.5 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.7 MILE EAST ALONG A
 MK1691'DIRT ROAD, 0.3 MILE WEST OF A T ROAD JUNCTION, AT THE TOP OF A
 MK1691'HILL, 0.25 MILE SOUTHWEST OF A RED BARN, 32 FEET NORTH OF THE
 MK1691'CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF A FENCE, 3 FEET NORTH
 MK1691'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1691'0.3 FOOT ABOVE THE GROUND.
 MK1691
 MK1691                          STATION RECOVERY (1989)
 MK1691
 MK1691'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1324 ***********************************************************************
 NM1324  DESIGNATION -  J 313
 NM1324  PID         -  NM1324
 NM1324  STATE/COUNTY-  NE/ANTELOPE
 NM1324  USGS QUAD   -  OAKDALE (1963)
 NM1324
 NM1324                         *CURRENT SURVEY CONTROL
 NM1324  ___________________________________________________________________
 NM1324* NAD 83(1986)-  42 03 51.     (N)    097 53 46.     (W)     SCALED    
 NM1324* NAVD 88     -       513.149  (meters)    1683.56   (feet)  ADJUSTED  
 NM1324  ___________________________________________________________________
 NM1324  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 NM1324  DYNAMIC HT  -         512.945 (meters)    1682.89  (feet)  COMP
 NM1324  MODELED GRAV-     980,207.5   (mgal)                       NAVD 88
 NM1324
 NM1324  VERT ORDER  -  SECOND    CLASS 0
 NM1324
 NM1324.The horizontal coordinates were scaled from a topographic map and have
 NM1324.an estimated accuracy of +/- 6 seconds.
 NM1324
 NM1324.The orthometric height was determined by differential leveling
 NM1324.and adjusted by the National Geodetic Survey in June 1991..
 NM1324
 NM1324.The geoid height was determined by GEOID03.
 NM1324
 NM1324.The dynamic height is computed by dividing the NAVD 88
 NM1324.geopotential number by the normal gravity value computed on the
 NM1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1324.degrees latitude (g = 980.6199 gals.).
 NM1324
 NM1324.The modeled gravity was interpolated from observed gravity values.
 NM1324
 NM1324;                    North         East    Units  Estimated Accuracy
 NM1324;SPC NE       -   249,800.      674,070.      MT  (+/- 180 meters Scaled)
 NM1324
 NM1324                          SUPERSEDED SURVEY CONTROL
 NM1324
 NM1324  NGVD 29 (??/??/92)  512.945  (m)         1682.89   (f) ADJ UNCH    2 0
 NM1324
 NM1324.Superseded values are not recommended for survey control.
 NM1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1324.See file dsdata.txt to determine how the superseded data were derived.
 NM1324
 NM1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM913574(NAD 83)
 NM1324_MARKER: DB = BENCH MARK DISK
 NM1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1324_STAMPING: J 313 1950
 NM1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1324+STABILITY: SURFACE MOTION
 NM1324
 NM1324  HISTORY     - Date     Condition        Report By
 NM1324  HISTORY     - 1950     MONUMENTED       CGS
 NM1324  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM1324
 NM1324                          STATION DESCRIPTION
 NM1324
 NM1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1324'AT TILDEN AIRPORT.
 NM1324'AT TILDEN AIRPORT, ANTELOPE COUNTY, 200 FEET NORTH OF THE CENTER
 NM1324'LINE OF U.S. HIGHWAY 275, 46.8 FEET NORTH OF THE NORTHEAST CORNER
 NM1324'OF THE HANGAR, 12.4 FEET EAST OF THE NORTHWEST CORNER OF THE
 NM1324'OFFICE, AND 1.7 FEET NORTH OF THE NORTHEAST CORNER.  A STANDARD
 NM1324'DISK, STAMPED J 313 1950 AND SET IN THE TOP OF A CONCRETE POST
 NM1324'PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- MARK HAS EITHER BEEN
 NM1324'COVERED OVER OR OUT, AND OFFICE HAS BEEN MOVED.
 NM1324
 NM1324                          STATION RECOVERY (1962)
 NM1324
 NM1324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0944 ***********************************************************************
 ML0944  DESIGNATION -  J 314
 ML0944  PID         -  ML0944
 ML0944  STATE/COUNTY-  NE/BLAINE
 ML0944  USGS QUAD   -  BREWSTER NW (1978)
 ML0944
 ML0944                         *CURRENT SURVEY CONTROL
 ML0944  ___________________________________________________________________
 ML0944* NAD 83(1986)-  41 53 06.     (N)    099 53 31.     (W)     SCALED    
 ML0944* NAVD 88     -       792.504  (meters)    2600.07   (feet)  ADJUSTED  
 ML0944  ___________________________________________________________________
 ML0944  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 ML0944  DYNAMIC HT  -         792.117 (meters)    2598.80  (feet)  COMP
 ML0944  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 ML0944
 ML0944  VERT ORDER  -  SECOND    CLASS 0
 ML0944
 ML0944.The horizontal coordinates were scaled from a topographic map and have
 ML0944.an estimated accuracy of +/- 6 seconds.
 ML0944
 ML0944.The orthometric height was determined by differential leveling
 ML0944.and adjusted by the National Geodetic Survey in June 1991..
 ML0944
 ML0944.The geoid height was determined by GEOID03.
 ML0944
 ML0944.The dynamic height is computed by dividing the NAVD 88
 ML0944.geopotential number by the normal gravity value computed on the
 ML0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0944.degrees latitude (g = 980.6199 gals.).
 ML0944
 ML0944.The modeled gravity was interpolated from observed gravity values.
 ML0944
 ML0944;                    North         East    Units  Estimated Accuracy
 ML0944;SPC NE       -   227,790.      508,970.      MT  (+/- 180 meters Scaled)
 ML0944
 ML0944                          SUPERSEDED SURVEY CONTROL
 ML0944
 ML0944  NGVD 29 (??/??/92)  792.221  (m)         2599.15   (f) ADJ UNCH    2 0
 ML0944
 ML0944.Superseded values are not recommended for survey control.
 ML0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0944.See file dsdata.txt to determine how the superseded data were derived.
 ML0944
 ML0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM259373(NAD 83)
 ML0944_MARKER: DB = BENCH MARK DISK
 ML0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0944_STAMPING: J 314 1950
 ML0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0944+STABILITY: SURFACE MOTION
 ML0944
 ML0944  HISTORY     - Date     Condition        Report By
 ML0944  HISTORY     - 1950     MONUMENTED       CGS
 ML0944
 ML0944                          STATION DESCRIPTION
 ML0944
 ML0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0944'6.8 MI S FROM BREWSTER.
 ML0944'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 ML0944'AT BREWSTER, THENCE 3.4 MILES SOUTHEAST ALONG A WINDING SAND
 ML0944'ROAD, 39 FEET WEST OF THE CENTER OF A GATE, 48 FEET SOUTH OF
 ML0944'THE CENTER OF ANOTHER GATE, 4.1 FEET NORTHEAST OF A FENCE CORNER,
 ML0944'3.4 FEET NORTH OF AN EAST AND WEST FENCE, 2 FEET EAST OF A NORTH
 ML0944'AND SOUTH FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE
 ML0944'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0608 ***********************************************************************
 LH0608  DESIGNATION -  J 315
 LH0608  PID         -  LH0608
 LH0608  STATE/COUNTY-  NE/DAWSON
 LH0608  USGS QUAD   -  SUMNER (1962)
 LH0608
 LH0608                         *CURRENT SURVEY CONTROL
 LH0608  ___________________________________________________________________
 LH0608* NAD 83(1986)-  40 57 04.     (N)    099 30 08.     (W)     SCALED    
 LH0608* NAVD 88     -       721.403  (meters)    2366.80   (feet)  ADJUSTED  
 LH0608  ___________________________________________________________________
 LH0608  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 LH0608  DYNAMIC HT  -         720.999 (meters)    2365.48  (feet)  COMP
 LH0608  MODELED GRAV-     980,040.4   (mgal)                       NAVD 88
 LH0608
 LH0608  VERT ORDER  -  SECOND    CLASS 0
 LH0608
 LH0608.The horizontal coordinates were scaled from a topographic map and have
 LH0608.an estimated accuracy of +/- 6 seconds.
 LH0608
 LH0608.The orthometric height was determined by differential leveling
 LH0608.and adjusted by the National Geodetic Survey in June 1991..
 LH0608
 LH0608.The geoid height was determined by GEOID03.
 LH0608
 LH0608.The dynamic height is computed by dividing the NAVD 88
 LH0608.geopotential number by the normal gravity value computed on the
 LH0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0608.degrees latitude (g = 980.6199 gals.).
 LH0608
 LH0608.The modeled gravity was interpolated from observed gravity values.
 LH0608
 LH0608;                    North         East    Units  Estimated Accuracy
 LH0608;SPC NE       -   124,220.      541,900.      MT  (+/- 180 meters Scaled)
 LH0608
 LH0608                          SUPERSEDED SURVEY CONTROL
 LH0608
 LH0608  NGVD 29 (??/??/92)  721.140  (m)         2365.94   (f) ADJ UNCH    2 0
 LH0608
 LH0608.Superseded values are not recommended for survey control.
 LH0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0608.See file dsdata.txt to determine how the superseded data were derived.
 LH0608
 LH0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML577334(NAD 83)
 LH0608_MARKER: DB = BENCH MARK DISK
 LH0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0608_STAMPING: J 315 1950
 LH0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0608+STABILITY: SURFACE MOTION
 LH0608
 LH0608  HISTORY     - Date     Condition        Report By
 LH0608  HISTORY     - 1950     MONUMENTED       CGS
 LH0608  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0608
 LH0608                          STATION DESCRIPTION
 LH0608
 LH0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0608'0.3 MI E FROM SUMNER.
 LH0608'0.3 MILE EAST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0608'RAILROAD STATION AT SUMNER, AT A ROAD INTERSECTION, 66 FEET EAST
 LH0608'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 51 FEET NORTH OF
 LH0608'THE CENTER LINE OF THE HIGHWAY, 42 FEET SOUTH OF THE SOUTH RAIL
 LH0608'OF THE RAILROAD, 7 FEET NORTH OF A FENCE, 1.2 FEET WEST OF A
 LH0608'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0608'0.5 FOOT ABOVE THE GROUND.
 LH0608
 LH0608                          STATION RECOVERY (1983)
 LH0608
 LH0608'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0760 ***********************************************************************
 ML0760  DESIGNATION -  J 316
 ML0760  PID         -  ML0760
 ML0760  STATE/COUNTY-  NE/DAWSON
 ML0760  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0760
 ML0760                         *CURRENT SURVEY CONTROL
 ML0760  ___________________________________________________________________
 ML0760* NAD 83(1986)-  41 02 19.     (N)    099 44 58.     (W)     SCALED    
 ML0760* NAVD 88     -       801.872  (meters)    2630.81   (feet)  ADJUSTED  
 ML0760  ___________________________________________________________________
 ML0760  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 ML0760  DYNAMIC HT  -         801.407 (meters)    2629.28  (feet)  COMP
 ML0760  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 ML0760
 ML0760  VERT ORDER  -  SECOND    CLASS 0
 ML0760
 ML0760.The horizontal coordinates were scaled from a topographic map and have
 ML0760.an estimated accuracy of +/- 6 seconds.
 ML0760
 ML0760.The orthometric height was determined by differential leveling
 ML0760.and adjusted by the National Geodetic Survey in June 1991..
 ML0760
 ML0760.The geoid height was determined by GEOID03.
 ML0760
 ML0760.The dynamic height is computed by dividing the NAVD 88
 ML0760.geopotential number by the normal gravity value computed on the
 ML0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0760.degrees latitude (g = 980.6199 gals.).
 ML0760
 ML0760.The modeled gravity was interpolated from observed gravity values.
 ML0760
 ML0760;                    North         East    Units  Estimated Accuracy
 ML0760;SPC NE       -   133,850.      521,060.      MT  (+/- 180 meters Scaled)
 ML0760
 ML0760                          SUPERSEDED SURVEY CONTROL
 ML0760
 ML0760  NGVD 29 (??/??/92)  801.573  (m)         2629.83   (f) ADJ UNCH    2 0
 ML0760
 ML0760.Superseded values are not recommended for survey control.
 ML0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0760.See file dsdata.txt to determine how the superseded data were derived.
 ML0760
 ML0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML370433(NAD 83)
 ML0760_MARKER: DB = BENCH MARK DISK
 ML0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0760_STAMPING: J 316 1950
 ML0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0760+STABILITY: SURFACE MOTION
 ML0760
 ML0760  HISTORY     - Date     Condition        Report By
 ML0760  HISTORY     - 1950     MONUMENTED       CGS
 ML0760
 ML0760                          STATION DESCRIPTION
 ML0760
 ML0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0760'7.6 MI S FROM OCONTO.
 ML0760'7.6 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 ML0760'OCONTO, AT A JUNCTION WITH A ROAD LEADING NORTH, ON TOP OF A
 ML0760'HILL, 48 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH,
 ML0760'44 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5.7 FEET NORTH
 ML0760'OF A POWER POLE, 1.2 FEET SOUTH OF A WITNESS POST, SET IN THE
 ML0760'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0812 ***********************************************************************
 ML0812  DESIGNATION -  J 318
 ML0812  PID         -  ML0812
 ML0812  STATE/COUNTY-  NE/CUSTER
 ML0812  USGS QUAD   -  CALLAWAY (1978)
 ML0812
 ML0812                         *CURRENT SURVEY CONTROL
 ML0812  ___________________________________________________________________
 ML0812* NAD 83(1986)-  41 22 09.     (N)    099 55 02.     (W)     SCALED    
 ML0812* NAVD 88     -       817.914  (meters)    2683.44   (feet)  ADJUSTED  
 ML0812  ___________________________________________________________________
 ML0812  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 ML0812  DYNAMIC HT  -         817.472 (meters)    2681.99  (feet)  COMP
 ML0812  MODELED GRAV-     980,055.5   (mgal)                       NAVD 88
 ML0812
 ML0812  VERT ORDER  -  SECOND    CLASS 0
 ML0812
 ML0812.The horizontal coordinates were scaled from a topographic map and have
 ML0812.an estimated accuracy of +/- 6 seconds.
 ML0812
 ML0812.The orthometric height was determined by differential leveling
 ML0812.and adjusted by the National Geodetic Survey in June 1991..
 ML0812
 ML0812.The geoid height was determined by GEOID03.
 ML0812
 ML0812.The dynamic height is computed by dividing the NAVD 88
 ML0812.geopotential number by the normal gravity value computed on the
 ML0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0812.degrees latitude (g = 980.6199 gals.).
 ML0812
 ML0812.The modeled gravity was interpolated from observed gravity values.
 ML0812
 ML0812;                    North         East    Units  Estimated Accuracy
 ML0812;SPC NE       -   170,520.      506,920.      MT  (+/- 180 meters Scaled)
 ML0812
 ML0812                          SUPERSEDED SURVEY CONTROL
 ML0812
 ML0812  NGVD 29 (??/??/92)  817.668  (m)         2682.63   (f) ADJ UNCH    2 0
 ML0812
 ML0812.Superseded values are not recommended for survey control.
 ML0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0812.See file dsdata.txt to determine how the superseded data were derived.
 ML0812
 ML0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML232801(NAD 83)
 ML0812_MARKER: DB = BENCH MARK DISK
 ML0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0812_STAMPING: J 318 1950
 ML0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0812+STABILITY: SURFACE MOTION
 ML0812
 ML0812  HISTORY     - Date     Condition        Report By
 ML0812  HISTORY     - 1950     MONUMENTED       CGS
 ML0812
 ML0812                          STATION DESCRIPTION
 ML0812
 ML0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0812'6.4 MI NW FROM CALLAWAY.
 ML0812'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0812'RAILROAD STATION AT CALLAWAY, THENCE 1.6 MILES NORTH ALONG A
 ML0812'GRAVELED ROAD, THENCE 3.7 MILES NORTH ALONG A WINDING DIRT ROAD,
 ML0812'THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE 0.6 MILE NORTH
 ML0812'ALONG A DIRT ROAD, 253 FEET WEST OF A WINDMILL, 33 FEET EAST
 ML0812'OF THE CENTER LINE OF THE ROAD, 7.7 FEET NORTH OF A TELEPHONE
 ML0812'POLE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0812'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0958 ***********************************************************************
 ML0958  DESIGNATION -  J 319
 ML0958  PID         -  ML0958
 ML0958  STATE/COUNTY-  NE/BLAINE
 ML0958  USGS QUAD   -  ALMERIA SW (1952)
 ML0958
 ML0958                         *CURRENT SURVEY CONTROL
 ML0958  ___________________________________________________________________
 ML0958* NAD 83(1986)-  41 47 01.     (N)    099 42 55.     (W)     SCALED    
 ML0958* NAVD 88     -       807.941  (meters)    2650.72   (feet)  ADJUSTED  
 ML0958  ___________________________________________________________________
 ML0958  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 ML0958  DYNAMIC HT  -         807.537 (meters)    2649.39  (feet)  COMP
 ML0958  MODELED GRAV-     980,095.8   (mgal)                       NAVD 88
 ML0958
 ML0958  VERT ORDER  -  SECOND    CLASS 0
 ML0958
 ML0958.The horizontal coordinates were scaled from a topographic map and have
 ML0958.an estimated accuracy of +/- 6 seconds.
 ML0958
 ML0958.The orthometric height was determined by differential leveling
 ML0958.and adjusted by the National Geodetic Survey in June 1991..
 ML0958
 ML0958.The geoid height was determined by GEOID03.
 ML0958
 ML0958.The dynamic height is computed by dividing the NAVD 88
 ML0958.geopotential number by the normal gravity value computed on the
 ML0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0958.degrees latitude (g = 980.6199 gals.).
 ML0958
 ML0958.The modeled gravity was interpolated from observed gravity values.
 ML0958
 ML0958;                    North         East    Units  Estimated Accuracy
 ML0958;SPC NE       -   216,570.      523,660.      MT  (+/- 180 meters Scaled)
 ML0958
 ML0958                          SUPERSEDED SURVEY CONTROL
 ML0958
 ML0958  NGVD 29 (??/??/92)  807.660  (m)         2649.80   (f) ADJ UNCH    2 0
 ML0958
 ML0958.Superseded values are not recommended for survey control.
 ML0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0958.See file dsdata.txt to determine how the superseded data were derived.
 ML0958
 ML0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM405259(NAD 83)
 ML0958_MARKER: DB = BENCH MARK DISK
 ML0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0958_STAMPING: J 319 1950
 ML0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0958+STABILITY: SURFACE MOTION
 ML0958
 ML0958  HISTORY     - Date     Condition        Report By
 ML0958  HISTORY     - 1950     MONUMENTED       CGS
 ML0958
 ML0958                          STATION DESCRIPTION
 ML0958
 ML0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0958'5 MI N FROM MILBURN.
 ML0958'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0958'MILBURN, THENCE 3.05 MILES NORTH ALONG A WINDING DIRT ROAD, THENCE
 ML0958'0.15 MILE EAST ALONG A DIRT ROAD, THENCE 0.85 MILE NORTH ALONG A
 ML0958'DIRT ROAD, AT A JUNCTION WITH A PRIVATE DRIVEWAY, 81 FEET SOUTH
 ML0958'OF THE CENTER LINE OF THE PRIVATE DRIVEWAY, 22 FEET EAST OF THE
 ML0958'CENTER LINE OF THE NORTH AND SOUTH ROAD, 1.7 FEET WEST OF A
 ML0958'FENCE, 1.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0958'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0269 ***********************************************************************
 MM0269  DESIGNATION -  J 32
 MM0269  PID         -  MM0269
 MM0269  STATE/COUNTY-  NE/GRANT
 MM0269  USGS QUAD   -  PRATT VALLEY (1985)
 MM0269
 MM0269                         *CURRENT SURVEY CONTROL
 MM0269  ___________________________________________________________________
 MM0269* NAD 83(1986)-  41 56 47.     (N)    101 42 57.     (W)     SCALED    
 MM0269* NAVD 88     -      1133.747  (meters)    3719.63   (feet)  ADJUSTED  
 MM0269  ___________________________________________________________________
 MM0269  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 MM0269  DYNAMIC HT  -        1133.116 (meters)    3717.56  (feet)  COMP
 MM0269  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 MM0269
 MM0269  VERT ORDER  -  SECOND    CLASS 0
 MM0269
 MM0269.The horizontal coordinates were scaled from a topographic map and have
 MM0269.an estimated accuracy of +/- 6 seconds.
 MM0269
 MM0269.The orthometric height was determined by differential leveling
 MM0269.and adjusted by the National Geodetic Survey in June 1991..
 MM0269
 MM0269.The geoid height was determined by GEOID03.
 MM0269
 MM0269.The dynamic height is computed by dividing the NAVD 88
 MM0269.geopotential number by the normal gravity value computed on the
 MM0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0269.degrees latitude (g = 980.6199 gals.).
 MM0269
 MM0269.The modeled gravity was interpolated from observed gravity values.
 MM0269
 MM0269;                    North         East    Units  Estimated Accuracy
 MM0269;SPC NE       -   236,020.      357,780.      MT  (+/- 180 meters Scaled)
 MM0269
 MM0269                          SUPERSEDED SURVEY CONTROL
 MM0269
 MM0269  NGVD 29 (??/??/92) 1133.278  (m)         3718.10   (f) ADJ UNCH    2 0
 MM0269
 MM0269.Superseded values are not recommended for survey control.
 MM0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0269.See file dsdata.txt to determine how the superseded data were derived.
 MM0269
 MM0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM748473(NAD 83)
 MM0269_MARKER: DB = BENCH MARK DISK
 MM0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0269_STAMPING: J 32 1934
 MM0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0269+STABILITY: SURFACE MOTION
 MM0269
 MM0269  HISTORY     - Date     Condition        Report By
 MM0269  HISTORY     - 1934     MONUMENTED       CGS
 MM0269
 MM0269                          STATION DESCRIPTION
 MM0269
 MM0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0269'4.9 MI SE FROM HYANNIS.
 MM0269'4.9 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0269'COUNTY, 0.4 MILE NORTHWEST OF THE INTERSECTION OF A LANE, 100
 MM0269'YARDS NORTH OF THE LINE OF A NORTHWEST-AND-SOUTHEAST FENCE,
 MM0269'AND 48 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A
 MM0269'STANDARD DISK, STAMPED J 32 1934 AND SET IN THE TOP OF A CONCRETE
 MM0269'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0844 ***********************************************************************
 LH0844  DESIGNATION -  J 320 RESET
 LH0844  PID         -  LH0844
 LH0844  STATE/COUNTY-  NE/DAWSON
 LH0844  USGS QUAD   -  BUFFALO (1962)
 LH0844
 LH0844                         *CURRENT SURVEY CONTROL
 LH0844  ___________________________________________________________________
 LH0844* NAD 83(1986)-  40 55 55.     (N)    099 50 43.     (W)     SCALED    
 LH0844* NAVD 88     -       767.62   (meters)    2518.4    (feet)  RESET     
 LH0844  ___________________________________________________________________
 LH0844  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 LH0844
 LH0844  VERT ORDER  -  THIRD
 LH0844
 LH0844.The horizontal coordinates were scaled from a topographic map and have
 LH0844.an estimated accuracy of +/- 6 seconds.
 LH0844
 LH0844.The orthometric height was computed from unverified reset data.
 LH0844.No vertical observational check was made to the station.
 LH0844
 LH0844.The geoid height was determined by GEOID03.
 LH0844
 LH0844;                    North         East    Units  Estimated Accuracy
 LH0844;SPC NE       -   121,990.      513,030.      MT  (+/- 180 meters Scaled)
 LH0844
 LH0844                          SUPERSEDED SURVEY CONTROL
 LH0844
 LH0844  NGVD 29 (08/02/06)  767.33   (m)         2517.5    (f) RESET       3  
 LH0844
 LH0844.Superseded values are not recommended for survey control.
 LH0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0844.See file dsdata.txt to determine how the superseded data were derived.
 LH0844
 LH0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML288315(NAD 83)
 LH0844_MARKER: DB = BENCH MARK DISK
 LH0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0844_STAMPING: J 320 RESET 1974
 LH0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0844+STABILITY: SURFACE MOTION
 LH0844
 LH0844  HISTORY     - Date     Condition        Report By
 LH0844  HISTORY     - 1974     MONUMENTED       USDA
 LH0844
 LH0844                          STATION DESCRIPTION
 LH0844
 LH0844'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 1974
 LH0844'0.2 MI N FROM BUFFALO.
 LH0844'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LH0844'BUFFALO, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, THENCE 3.9
 LH0844'MILES SOUTH ALONG A GRAVELED ROAD, AT A NEW FARM HOME, 105 FEET
 LH0844'NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE, 43 FEET WEST
 LH0844'OF THE CENTER LINE OF THE ROAD, 23 FEET SOUTHWEST OF AN ANGLE
 LH0844'POWER POLE, IN THE NORTHEAST CORNER OF A SHELTERBELT, SET IN
 LH0844'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0783 ***********************************************************************
 ML0783  DESIGNATION -  J 321
 ML0783  PID         -  ML0783
 ML0783  STATE/COUNTY-  NE/CUSTER
 ML0783  USGS QUAD   -  OCONTO (1974)
 ML0783
 ML0783                         *CURRENT SURVEY CONTROL
 ML0783  ___________________________________________________________________
 ML0783* NAD 83(1986)-  41 10 18.     (N)    099 48 21.     (W)     SCALED    
 ML0783* NAVD 88     -       793.408  (meters)    2603.04   (feet)  ADJUSTED  
 ML0783  ___________________________________________________________________
 ML0783  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 ML0783  DYNAMIC HT  -         792.970 (meters)    2601.60  (feet)  COMP
 ML0783  MODELED GRAV-     980,044.3   (mgal)                       NAVD 88
 ML0783
 ML0783  VERT ORDER  -  SECOND    CLASS 0
 ML0783
 ML0783.The horizontal coordinates were scaled from a topographic map and have
 ML0783.an estimated accuracy of +/- 6 seconds.
 ML0783
 ML0783.The orthometric height was determined by differential leveling
 ML0783.and adjusted by the National Geodetic Survey in June 1991..
 ML0783
 ML0783.The geoid height was determined by GEOID03.
 ML0783
 ML0783.The dynamic height is computed by dividing the NAVD 88
 ML0783.geopotential number by the normal gravity value computed on the
 ML0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0783.degrees latitude (g = 980.6199 gals.).
 ML0783
 ML0783.The modeled gravity was interpolated from observed gravity values.
 ML0783
 ML0783;                    North         East    Units  Estimated Accuracy
 ML0783;SPC NE       -   148,610.      516,290.      MT  (+/- 180 meters Scaled)
 ML0783
 ML0783                          SUPERSEDED SURVEY CONTROL
 ML0783
 ML0783  NGVD 29 (??/??/92)  793.137  (m)         2602.15   (f) ADJ UNCH    2 0
 ML0783
 ML0783.Superseded values are not recommended for survey control.
 ML0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0783.See file dsdata.txt to determine how the superseded data were derived.
 ML0783
 ML0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML324581(NAD 83)
 ML0783_MARKER: DB = BENCH MARK DISK
 ML0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0783_STAMPING: J 321 1950
 ML0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0783+STABILITY: SURFACE MOTION
 ML0783
 ML0783  HISTORY     - Date     Condition        Report By
 ML0783  HISTORY     - 1950     MONUMENTED       CGS
 ML0783  HISTORY     - 1985     MARK NOT FOUND   CGS
 ML0783
 ML0783                          STATION DESCRIPTION
 ML0783
 ML0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0783'3 MI NW FROM OCONTO.
 ML0783'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0783'RAILROAD STATION AT OCONTO, 131 FEET NORTHEAST OF THE CENTER LINE
 ML0783'OF THE HIGHWAY, 79 FEET WEST OF THE CENTER LINE OF A PRIVATE
 ML0783'DRIVEWAY LEADING NORTH TO A FARMHOUSE, 47 FEET NORTHEAST OF THE
 ML0783'NORTHEAST RAIL OF THE UNION PACIFIC RAILROAD, 10.4 FEET SOUTHEAST
 ML0783'OF A TELEPHONE POLE, 1.3 FEET SOUTHWEST OF A FENCE, 1.4 FEET
 ML0783'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0783'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0783
 ML0783                          STATION RECOVERY (1985)
 ML0783
 ML0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1985
 ML0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0301 ***********************************************************************
 ML0301  DESIGNATION -  J 322
 ML0301  PID         -  ML0301
 ML0301  STATE/COUNTY-  NE/SHERMAN
 ML0301  USGS QUAD   -  LOUP CITY (1978)
 ML0301
 ML0301                         *CURRENT SURVEY CONTROL
 ML0301  ___________________________________________________________________
 ML0301* NAD 83(1986)-  41 16 12.     (N)    098 54 03.     (W)     SCALED    
 ML0301* NAVD 88     -       665.190  (meters)    2182.38   (feet)  ADJUSTED  
 ML0301  ___________________________________________________________________
 ML0301  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 ML0301  DYNAMIC HT  -         664.849 (meters)    2181.26  (feet)  COMP
 ML0301  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 ML0301
 ML0301  VERT ORDER  -  FIRST     CLASS II
 ML0301
 ML0301.The horizontal coordinates were scaled from a topographic map and have
 ML0301.an estimated accuracy of +/- 6 seconds.
 ML0301
 ML0301.The orthometric height was determined by differential leveling
 ML0301.and adjusted by the National Geodetic Survey in June 1991..
 ML0301
 ML0301.The geoid height was determined by GEOID03.
 ML0301
 ML0301.The dynamic height is computed by dividing the NAVD 88
 ML0301.geopotential number by the normal gravity value computed on the
 ML0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0301.degrees latitude (g = 980.6199 gals.).
 ML0301
 ML0301.The modeled gravity was interpolated from observed gravity values.
 ML0301
 ML0301;                    North         East    Units  Estimated Accuracy
 ML0301;SPC NE       -   160,090.      592,070.      MT  (+/- 180 meters Scaled)
 ML0301
 ML0301                          SUPERSEDED SURVEY CONTROL
 ML0301
 ML0301  NGVD 29 (??/??/92)  664.944  (m)         2181.57   (f) ADJ UNCH    1 2
 ML0301
 ML0301.Superseded values are not recommended for survey control.
 ML0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0301.See file dsdata.txt to determine how the superseded data were derived.
 ML0301
 ML0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL083687(NAD 83)
 ML0301_MARKER: DB = BENCH MARK DISK
 ML0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0301_STAMPING: J 322 1950
 ML0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0301+STABILITY: SURFACE MOTION
 ML0301
 ML0301  HISTORY     - Date     Condition        Report By
 ML0301  HISTORY     - 1950     MONUMENTED       CGS
 ML0301
 ML0301                          STATION DESCRIPTION
 ML0301
 ML0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0301'4.1 MI SE FROM LOUP CITY.
 ML0301'4.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0301'RAILROAD FROM THE STATION AT LOUP CITY, 128 FEET NORTHEAST OF
 ML0301'MILEPOST 36, 19 FEET NORTHWEST OF THE NORTHWEST RAIL, 26 FEET
 ML0301'SOUTHEAST OF A FENCE, 1.8 FEET SOUTHWEST OF A WITNESS POST, SET
 ML0301'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 ML0301'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0720 ***********************************************************************
 ML0720  DESIGNATION -  J 323 RESET
 ML0720  PID         -  ML0720
 ML0720  STATE/COUNTY-  NE/VALLEY
 ML0720  USGS QUAD   -  ARCADIA EAST (1978)
 ML0720
 ML0720                         *CURRENT SURVEY CONTROL
 ML0720  ___________________________________________________________________
 ML0720* NAD 83(1986)-  41 25 24.     (N)    099 03 19.     (W)     SCALED    
 ML0720* NAVD 88     -       677.39   (meters)    2222.4    (feet)  RESET     
 ML0720  ___________________________________________________________________
 ML0720  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 ML0720
 ML0720  VERT ORDER  -  THIRD
 ML0720
 ML0720.The horizontal coordinates were scaled from a topographic map and have
 ML0720.an estimated accuracy of +/- 6 seconds.
 ML0720
 ML0720.The orthometric height was computed from unverified reset data.
 ML0720
 ML0720.The geoid height was determined by GEOID03.
 ML0720
 ML0720;                    North         East    Units  Estimated Accuracy
 ML0720;SPC NE       -   176,960.      578,950.      MT  (+/- 180 meters Scaled)
 ML0720
 ML0720                          SUPERSEDED SURVEY CONTROL
 ML0720
 ML0720.No superseded survey control is available for this station.
 ML0720
 ML0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML953857(NAD 83)
 ML0720_MARKER: DB = BENCH MARK DISK
 ML0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0720_STAMPING: J 323 RESET 1952
 ML0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0720+STABILITY: SURFACE MOTION
 ML0720
 ML0720  HISTORY     - Date     Condition        Report By
 ML0720  HISTORY     - 1952     MONUMENTED       NEDR
 ML0720
 ML0720                          STATION DESCRIPTION
 ML0720
 ML0720'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1952
 ML0720'4 MI E FROM ARCADIA.
 ML0720'4.0 MILES EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 ML0720'ARCADIA, VALLEY COUNTY, 64 FEET EAST OF A 5-INCH STEEL POST
 ML0720'BEARING A WARNING SIGN FOR THE KANSAS-NEBRASKA NATURAL GAS LINE,
 ML0720'65 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 1.8 FEET
 ML0720'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 ML0720'J 323 RESET 1952 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ML0720'0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0924 ***********************************************************************
 ML0924  DESIGNATION -  J 324
 ML0924  PID         -  ML0924
 ML0924  STATE/COUNTY-  NE/BLAINE
 ML0924  USGS QUAD   -  BREWSTER SE (1978)
 ML0924
 ML0924                         *CURRENT SURVEY CONTROL
 ML0924  ___________________________________________________________________
 ML0924* NAD 83(1986)-  41 48 56.     (N)    099 48 33.     (W)     SCALED    
 ML0924* NAVD 88     -       779.343  (meters)    2556.89   (feet)  ADJUSTED  
 ML0924  ___________________________________________________________________
 ML0924  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 ML0924  DYNAMIC HT  -         778.957 (meters)    2555.63  (feet)  COMP
 ML0924  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 ML0924
 ML0924  VERT ORDER  -  SECOND    CLASS 0
 ML0924
 ML0924.The horizontal coordinates were scaled from a topographic map and have
 ML0924.an estimated accuracy of +/- 6 seconds.
 ML0924
 ML0924.The orthometric height was determined by differential leveling
 ML0924.and adjusted by the National Geodetic Survey in June 1991..
 ML0924
 ML0924.The geoid height was determined by GEOID03.
 ML0924
 ML0924.The dynamic height is computed by dividing the NAVD 88
 ML0924.geopotential number by the normal gravity value computed on the
 ML0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0924.degrees latitude (g = 980.6199 gals.).
 ML0924
 ML0924.The modeled gravity was interpolated from observed gravity values.
 ML0924
 ML0924;                    North         East    Units  Estimated Accuracy
 ML0924;SPC NE       -   220,100.      515,850.      MT  (+/- 180 meters Scaled)
 ML0924
 ML0924                          SUPERSEDED SURVEY CONTROL
 ML0924
 ML0924  NGVD 29 (??/??/92)  779.062  (m)         2555.97   (f) ADJ UNCH    2 0
 ML0924
 ML0924.Superseded values are not recommended for survey control.
 ML0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0924.See file dsdata.txt to determine how the superseded data were derived.
 ML0924
 ML0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM327296(NAD 83)
 ML0924_MARKER: DB = BENCH MARK DISK
 ML0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0924_STAMPING: J 324 1950
 ML0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0924+STABILITY: SURFACE MOTION
 ML0924
 ML0924  HISTORY     - Date     Condition        Report By
 ML0924  HISTORY     - 1950     MONUMENTED       CGS
 ML0924
 ML0924                          STATION DESCRIPTION
 ML0924
 ML0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0924'9.2 MI NW FROM MILBURN.
 ML0924'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0924'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0924'THENCE 2.4 MILES NORTHWEST ALONG A WINDING SAND ROAD, 1.0 MILE
 ML0924'SOUTHEAST OF AN ABANDONED FARMHOUSE, 0.5 MILE NORTHWEST OF A
 ML0924'CATTLE GUARD WHICH IS IN A NORTH AND SOUTH FENCE, 40 FEET NORTHEAST
 ML0924'OF THE CENTER LINE OF THE ROAD, 2.4 FEET WEST OF A WITNESS POST,
 ML0924'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 ML0924'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1441 ***********************************************************************
 MK1441  DESIGNATION -  J 325
 MK1441  PID         -  MK1441
 MK1441  STATE/COUNTY-  NE/POLK
 MK1441  USGS QUAD   -  CLARKS (1962)
 MK1441
 MK1441                         *CURRENT SURVEY CONTROL
 MK1441  ___________________________________________________________________
 MK1441* NAD 83(1986)-  41 08 52.     (N)    097 46 16.     (W)     SCALED    
 MK1441* NAVD 88     -       535.572  (meters)    1757.12   (feet)  ADJUSTED  
 MK1441  ___________________________________________________________________
 MK1441  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 MK1441  DYNAMIC HT  -         535.306 (meters)    1756.25  (feet)  COMP
 MK1441  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 MK1441
 MK1441  VERT ORDER  -  SECOND    CLASS 0
 MK1441
 MK1441.The horizontal coordinates were scaled from a topographic map and have
 MK1441.an estimated accuracy of +/- 6 seconds.
 MK1441
 MK1441.The orthometric height was determined by differential leveling
 MK1441.and adjusted by the National Geodetic Survey in June 1991..
 MK1441
 MK1441.The geoid height was determined by GEOID03.
 MK1441
 MK1441.The dynamic height is computed by dividing the NAVD 88
 MK1441.geopotential number by the normal gravity value computed on the
 MK1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1441.degrees latitude (g = 980.6199 gals.).
 MK1441
 MK1441.The modeled gravity was interpolated from observed gravity values.
 MK1441
 MK1441;                    North         East    Units  Estimated Accuracy
 MK1441;SPC NE       -   148,350.      687,030.      MT  (+/- 180 meters Scaled)
 MK1441
 MK1441                          SUPERSEDED SURVEY CONTROL
 MK1441
 MK1441  NGVD 29 (??/??/92)  535.356  (m)         1756.41   (f) ADJ UNCH    2 0
 MK1441
 MK1441.Superseded values are not recommended for survey control.
 MK1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1441.See file dsdata.txt to determine how the superseded data were derived.
 MK1441
 MK1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL031558(NAD 83)
 MK1441_MARKER: DB = BENCH MARK DISK
 MK1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1441_STAMPING: J 325 1950
 MK1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1441+STABILITY: SURFACE MOTION
 MK1441
 MK1441  HISTORY     - Date     Condition        Report By
 MK1441  HISTORY     - 1950     MONUMENTED       CGS
 MK1441
 MK1441                          STATION DESCRIPTION
 MK1441
 MK1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1441'6 MI N FROM POLK.
 MK1441'0.25 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1441'AT POLK, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1441'1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG
 MK1441'A GRAVELED ROAD, AT A ROAD INTERSECTION, 51 FEET SOUTH OF THE
 MK1441'CENTER LINE OF AN EAST AND WEST ROAD, 38 FEET WEST OF THE CENTER
 MK1441'LINE OF A NORTH AND SOUTH ROAD, 5 FEET SOUTH OF A TELEPHONE POLE,
 MK1441'12 FEET SOUTH OF A FENCE CORNER, 0.7 FOOT EAST OF A FENCE, 2.5
 MK1441'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1441'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1505 ***********************************************************************
 MK1505  DESIGNATION -  J 326
 MK1505  PID         -  MK1505
 MK1505  STATE/COUNTY-  NE/POLK
 MK1505  USGS QUAD   -  OSCEOLA (1965)
 MK1505
 MK1505                         *CURRENT SURVEY CONTROL
 MK1505  ___________________________________________________________________
 MK1505* NAD 83(1986)-  41 10 54.     (N)    097 33 02.     (W)     SCALED    
 MK1505* NAVD 88     -       496.039  (meters)    1627.42   (feet)  ADJUSTED  
 MK1505  ___________________________________________________________________
 MK1505  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 MK1505  DYNAMIC HT  -         495.797 (meters)    1626.63  (feet)  COMP
 MK1505  MODELED GRAV-     980,119.8   (mgal)                       NAVD 88
 MK1505
 MK1505  VERT ORDER  -  SECOND    CLASS 0
 MK1505
 MK1505.The horizontal coordinates were scaled from a topographic map and have
 MK1505.an estimated accuracy of +/- 6 seconds.
 MK1505
 MK1505.The orthometric height was determined by differential leveling
 MK1505.and adjusted by the National Geodetic Survey in June 1991..
 MK1505
 MK1505.The geoid height was determined by GEOID03.
 MK1505
 MK1505.The dynamic height is computed by dividing the NAVD 88
 MK1505.geopotential number by the normal gravity value computed on the
 MK1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1505.degrees latitude (g = 980.6199 gals.).
 MK1505
 MK1505.The modeled gravity was interpolated from observed gravity values.
 MK1505
 MK1505;                    North         East    Units  Estimated Accuracy
 MK1505;SPC NE       -   152,610.      705,420.      MT  (+/- 180 meters Scaled)
 MK1505
 MK1505                          SUPERSEDED SURVEY CONTROL
 MK1505
 MK1505  NGVD 29 (??/??/92)  495.838  (m)         1626.76   (f) ADJ UNCH    2 0
 MK1505
 MK1505.Superseded values are not recommended for survey control.
 MK1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1505.See file dsdata.txt to determine how the superseded data were derived.
 MK1505
 MK1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL215599(NAD 83)
 MK1505_MARKER: DB = BENCH MARK DISK
 MK1505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1505_SP_SET: BRIDGE ABUTMENT
 MK1505_STAMPING: J 326 1950
 MK1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1505
 MK1505  HISTORY     - Date     Condition        Report By
 MK1505  HISTORY     - 1950     MONUMENTED       CGS
 MK1505
 MK1505                          STATION DESCRIPTION
 MK1505
 MK1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1505'AT OSCEOLA.
 MK1505'AT OSCEOLA, 0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD
 MK1505'FROM THE STATION, THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD,
 MK1505'0.1 MILE NORTH OF U.S. HIGHWAY 30 A, 11 FEET EAST OF THE CENTER
 MK1505'LINE OF THE ROAD, LEVEL WITH THE ROAD, SET IN THE TOP OF THE
 MK1505'EAST END OF THE NORTH ABUTMENT OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1462 ***********************************************************************
 MK1462  DESIGNATION -  J 327
 MK1462  PID         -  MK1462
 MK1462  STATE/COUNTY-  NE/POLK
 MK1462  USGS QUAD   -  SILVER CREEK SE (1958)
 MK1462
 MK1462                         *CURRENT SURVEY CONTROL
 MK1462  ___________________________________________________________________
 MK1462* NAD 83(1986)-  41 15 00.     (N)    097 34 45.     (W)     SCALED    
 MK1462* NAVD 88     -       482.009  (meters)    1581.39   (feet)  ADJUSTED  
 MK1462  ___________________________________________________________________
 MK1462  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 MK1462  DYNAMIC HT  -         481.781 (meters)    1580.64  (feet)  COMP
 MK1462  MODELED GRAV-     980,135.2   (mgal)                       NAVD 88
 MK1462
 MK1462  VERT ORDER  -  SECOND    CLASS 0
 MK1462
 MK1462.The horizontal coordinates were scaled from a topographic map and have
 MK1462.an estimated accuracy of +/- 6 seconds.
 MK1462
 MK1462.The orthometric height was determined by differential leveling
 MK1462.and adjusted by the National Geodetic Survey in June 1991..
 MK1462
 MK1462.The geoid height was determined by GEOID03.
 MK1462
 MK1462.The dynamic height is computed by dividing the NAVD 88
 MK1462.geopotential number by the normal gravity value computed on the
 MK1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1462.degrees latitude (g = 980.6199 gals.).
 MK1462
 MK1462.The modeled gravity was interpolated from observed gravity values.
 MK1462
 MK1462;                    North         East    Units  Estimated Accuracy
 MK1462;SPC NE       -   160,130.      702,810.      MT  (+/- 180 meters Scaled)
 MK1462
 MK1462                          SUPERSEDED SURVEY CONTROL
 MK1462
 MK1462  NGVD 29 (??/??/92)  481.808  (m)         1580.73   (f) ADJ UNCH    2 0
 MK1462
 MK1462.Superseded values are not recommended for survey control.
 MK1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1462.See file dsdata.txt to determine how the superseded data were derived.
 MK1462
 MK1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL190674(NAD 83)
 MK1462_MARKER: DB = BENCH MARK DISK
 MK1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1462_STAMPING: J 327 1950
 MK1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1462+STABILITY: SURFACE MOTION
 MK1462
 MK1462  HISTORY     - Date     Condition        Report By
 MK1462  HISTORY     - 1950     MONUMENTED       CGS
 MK1462
 MK1462                          STATION DESCRIPTION
 MK1462
 MK1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1462'8.6 MI SE FROM SILVER CREEK.
 MK1462'4.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1462'SILVER CREEK, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, AT
 MK1462'A ROAD INTERSECTION, 0.15 MILE WEST OF A LARGE RED BARN, 89 FEET
 MK1462'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 32 FEET SOUTH
 MK1462'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 53 FEET EAST OF A
 MK1462'FENCE CORNER, 1 FOOT NORTH OF A FENCE, 2.1 FEET WEST OF A WITNESS
 MK1462'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MK1462'ABOVE THE GROUND.  THIS MARK IS 1.0 MILE SOUTH OF BENCH MARK K 327.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1351 ***********************************************************************
 MK1351  DESIGNATION -  J 328
 MK1351  PID         -  MK1351
 MK1351  STATE/COUNTY-  NE/COLFAX
 MK1351  USGS QUAD   -  SCHUYLER (1968)
 MK1351
 MK1351                         *CURRENT SURVEY CONTROL
 MK1351  ___________________________________________________________________
 MK1351* NAD 83(1986)-  41 26 49.     (N)    097 03 31.     (W)     SCALED    
 MK1351* NAVD 88     -       412.989  (meters)    1354.95   (feet)  ADJUSTED  
 MK1351  ___________________________________________________________________
 MK1351  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 MK1351  DYNAMIC HT  -         412.810 (meters)    1354.36  (feet)  COMP
 MK1351  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 MK1351
 MK1351  VERT ORDER  -  SECOND    CLASS 0
 MK1351
 MK1351.The horizontal coordinates were scaled from a topographic map and have
 MK1351.an estimated accuracy of +/- 6 seconds.
 MK1351
 MK1351.The orthometric height was determined by differential leveling
 MK1351.and adjusted by the National Geodetic Survey in June 1991..
 MK1351
 MK1351.The geoid height was determined by GEOID03.
 MK1351
 MK1351.The dynamic height is computed by dividing the NAVD 88
 MK1351.geopotential number by the normal gravity value computed on the
 MK1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1351.degrees latitude (g = 980.6199 gals.).
 MK1351
 MK1351.The modeled gravity was interpolated from observed gravity values.
 MK1351
 MK1351;                    North         East    Units  Estimated Accuracy
 MK1351;SPC NE       -   183,330.      745,660.      MT  (+/- 180 meters Scaled)
 MK1351
 MK1351                          SUPERSEDED SURVEY CONTROL
 MK1351
 MK1351  NGVD 29 (??/??/92)  412.821  (m)         1354.40   (f) ADJ UNCH    2 0
 MK1351
 MK1351.Superseded values are not recommended for survey control.
 MK1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1351.See file dsdata.txt to determine how the superseded data were derived.
 MK1351
 MK1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL621901(NAD 83)
 MK1351_MARKER: DB = BENCH MARK DISK
 MK1351_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MK1351_SP_SET: BUILDING WALL
 MK1351_STAMPING: J 328 1950
 MK1351_MARK LOGO: CGS   
 MK1351_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1351+STABILITY: SURFACE MOTION
 MK1351
 MK1351  HISTORY     - Date     Condition        Report By
 MK1351  HISTORY     - 1950     MONUMENTED       CGS
 MK1351  HISTORY     - 19890414 GOOD             NEDR
 MK1351
 MK1351                          STATION DESCRIPTION
 MK1351
 MK1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1351'AT SCHUYLER.
 MK1351'AT SCHUYLER, 14.6 FEET NORTH OF THE SOUTHEAST CORNER OF AND SET
 MK1351'VERTICALLY 3.0 FEET ABOVE THE GROUND IN THE EAST BRICK WALL OF THE
 MK1351'POST OFFICE.
 MK1351
 MK1351                          STATION RECOVERY (1989)
 MK1351
 MK1351'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1989 (HED)
 MK1351'SET VERTICALLY IN THE EAST WALL OF THE SCHUYLER POST OFFICE BUILDING,
 MK1351'AT THE INTERSECTION OF A STREET AND EAST 11TH STREET, 14.6 FT (4.5 M)
 MK1351'NORTH OF THE SOUTHEAST CORNER OF THE POST OFFICE, 74.0 FT (22.6 M)
 MK1351'WEST OF THE CENTERLINE OF A STREET AND 3.0 FT (0.9 M) ABOVE THE
 MK1351'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2196 ***********************************************************************
 MK2196  DESIGNATION -  J 329 RESET
 MK2196  PID         -  MK2196
 MK2196  STATE/COUNTY-  NE/COLFAX
 MK2196  USGS QUAD   -  SCHUYLER (1968)
 MK2196
 MK2196                         *CURRENT SURVEY CONTROL
 MK2196  ___________________________________________________________________
 MK2196* NAD 83(1986)-  41 26 13.     (N)    097 03 34.     (W)     SCALED    
 MK2196* NAVD 88     -       411.40   (meters)    1349.7    (feet)  RESET     
 MK2196  ___________________________________________________________________
 MK2196  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 MK2196
 MK2196  VERT ORDER  -  THIRD
 MK2196
 MK2196.The horizontal coordinates were scaled from a topographic map and have
 MK2196.an estimated accuracy of +/- 6 seconds.
 MK2196
 MK2196.The orthometric height was computed from unverified reset data.
 MK2196.No vertical observational check was made to the station.
 MK2196
 MK2196.The geoid height was determined by GEOID03.
 MK2196
 MK2196;                    North         East    Units  Estimated Accuracy
 MK2196;SPC NE       -   182,220.      745,630.      MT  (+/- 180 meters Scaled)
 MK2196
 MK2196                          SUPERSEDED SURVEY CONTROL
 MK2196
 MK2196  NGVD 29 (08/02/06)  411.23   (m)         1349.2    (f) RESET       3  
 MK2196
 MK2196.Superseded values are not recommended for survey control.
 MK2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2196.See file dsdata.txt to determine how the superseded data were derived.
 MK2196
 MK2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL621890(NAD 83)
 MK2196_MARKER: DV = VERTICAL CONTROL DISK
 MK2196_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MK2196_SP_SET: BRIDGE WINGWALL
 MK2196_STAMPING: J 329 RESET 1991
 MK2196_MARK LOGO: NGS   
 MK2196_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2196
 MK2196  HISTORY     - Date     Condition        Report By
 MK2196  HISTORY     - 1991     MONUMENTED       NEDR
 MK2196
 MK2196                          STATION DESCRIPTION
 MK2196
 MK2196'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991
 MK2196'ABOUT 0.75 MILES (1.21 KM) SOUTH FROM SCHUYLER AND IN THE TOP OF THE
 MK2196'NORTHWEST WINGWALL OF BRIDGE NUMBER 10746 FOR STATE HIGHWAY 15 OVER
 MK2196'LOST CREEK, FROM THE POST OFFICE IN SCHUYLER GO WEST ON EAST 11TH
 MK2196'STREET FOR 1 BLOCK TO STATE HIGHWAY 15.  TURN LEFT AND GO SOUTH ON
 MK2196'HIGHWAY 15 FOR 0.75 MI (1.21 KM) TO THE BRIDGE AND THE BENCH MARK,
 MK2196'23.0 FT (7.0 M) WEST FROM THE CENTERLINE OF THE HIGHWAY, AT THE NORTH
 MK2196'END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0908 ***********************************************************************
 MK0908  DESIGNATION -  J 330
 MK0908  PID         -  MK0908
 MK0908  STATE/COUNTY-  NE/SAUNDERS
 MK0908  USGS QUAD   -  NORTH BEND (1968)
 MK0908
 MK0908                         *CURRENT SURVEY CONTROL
 MK0908  ___________________________________________________________________
 MK0908* NAD 83(1986)-  41 25 59.     (N)    096 46 15.     (W)     SCALED    
 MK0908* NAVD 88     -       389.782  (meters)    1278.81   (feet)  ADJUSTED  
 MK0908  ___________________________________________________________________
 MK0908  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 MK0908  DYNAMIC HT  -         389.614 (meters)    1278.26  (feet)  COMP
 MK0908  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 MK0908
 MK0908  VERT ORDER  -  SECOND    CLASS 0
 MK0908
 MK0908.The horizontal coordinates were scaled from a topographic map and have
 MK0908.an estimated accuracy of +/- 6 seconds.
 MK0908
 MK0908.The orthometric height was determined by differential leveling
 MK0908.and adjusted by the National Geodetic Survey in June 1991..
 MK0908
 MK0908.The geoid height was determined by GEOID03.
 MK0908
 MK0908.The dynamic height is computed by dividing the NAVD 88
 MK0908.geopotential number by the normal gravity value computed on the
 MK0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0908.degrees latitude (g = 980.6199 gals.).
 MK0908
 MK0908.The modeled gravity was interpolated from observed gravity values.
 MK0908
 MK0908;                    North         East    Units  Estimated Accuracy
 MK0908;SPC NE       -   182,650.      769,750.      MT  (+/- 180 meters Scaled)
 MK0908
 MK0908                          SUPERSEDED SURVEY CONTROL
 MK0908
 MK0908  NGVD 29 (??/??/92)  389.630  (m)         1278.31   (f) ADJ UNCH    2 0
 MK0908
 MK0908.Superseded values are not recommended for survey control.
 MK0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0908.See file dsdata.txt to determine how the superseded data were derived.
 MK0908
 MK0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL862892(NAD 83)
 MK0908_MARKER: DB = BENCH MARK DISK
 MK0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0908_STAMPING: J 330 1950
 MK0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0908+STABILITY: SURFACE MOTION
 MK0908
 MK0908  HISTORY     - Date     Condition        Report By
 MK0908  HISTORY     - 1950     MONUMENTED       CGS
 MK0908
 MK0908                          STATION DESCRIPTION
 MK0908
 MK0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0908'0.3 MI W FROM MORSE BLUFF.
 MK0908'0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND NORTH
 MK0908'WESTERN RAILROAD STATION AT MORSE BLUFF, 79 FEET WEST OF THE
 MK0908'CENTER LINE OF STATE HIGHWAY 79, 38 FEET NORTH OF THE CENTER
 MK0908'LINE OF AN EAST AND WEST ROAD, 42 FEET SOUTH OF THE SOUTH RAIL
 MK0908'OF THE CHICAGO AND NORTH WESTERN RAILROAD, 4.5 FEET EAST OF A
 MK0908'TELEPHONE POLE, 1.6 FEET EAST OF A WITNESS POST, SET IN THE
 MK0908'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1339 ***********************************************************************
 MK1339  DESIGNATION -  J 331
 MK1339  PID         -  MK1339
 MK1339  STATE/COUNTY-  NE/BUTLER
 MK1339  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1339
 MK1339                         *CURRENT SURVEY CONTROL
 MK1339  ___________________________________________________________________
 MK1339* NAD 83(1986)-  41 21 07.     (N)    097 09 27.     (W)     SCALED    
 MK1339* NAVD 88     -       431.487  (meters)    1415.64   (feet)  ADJUSTED  
 MK1339  ___________________________________________________________________
 MK1339  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 MK1339  DYNAMIC HT  -         431.292 (meters)    1415.00  (feet)  COMP
 MK1339  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 MK1339
 MK1339  VERT ORDER  -  SECOND    CLASS 0
 MK1339
 MK1339.The horizontal coordinates were scaled from a topographic map and have
 MK1339.an estimated accuracy of +/- 6 seconds.
 MK1339
 MK1339.The orthometric height was determined by differential leveling
 MK1339.and adjusted by the National Geodetic Survey in June 1991..
 MK1339
 MK1339.The geoid height was determined by GEOID03.
 MK1339
 MK1339.The dynamic height is computed by dividing the NAVD 88
 MK1339.geopotential number by the normal gravity value computed on the
 MK1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1339.degrees latitude (g = 980.6199 gals.).
 MK1339
 MK1339.The modeled gravity was interpolated from observed gravity values.
 MK1339
 MK1339;                    North         East    Units  Estimated Accuracy
 MK1339;SPC NE       -   172,510.      737,750.      MT  (+/- 180 meters Scaled)
 MK1339
 MK1339                          SUPERSEDED SURVEY CONTROL
 MK1339
 MK1339  NGVD 29 (??/??/92)  431.314  (m)         1415.07   (f) ADJ UNCH    2 0
 MK1339
 MK1339.Superseded values are not recommended for survey control.
 MK1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1339.See file dsdata.txt to determine how the superseded data were derived.
 MK1339
 MK1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL541794(NAD 83)
 MK1339_MARKER: DB = BENCH MARK DISK
 MK1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1339_STAMPING: J 331 1950
 MK1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1339+STABILITY: SURFACE MOTION
 MK1339
 MK1339  HISTORY     - Date     Condition        Report By
 MK1339  HISTORY     - 1950     MONUMENTED       CGS
 MK1339
 MK1339                          STATION DESCRIPTION
 MK1339
 MK1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1339'4.8 MI NE FROM BELLWOOD.
 MK1339'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO, BURLINGTON
 MK1339'AND QUINCY RAILROAD STATION AT BELLWOOD, THENCE 0.7 MILE NORTH
 MK1339'ALONG A GRAVELED ROAD, THENCE 1.0 MILES EAST ALONG A GRAVELED
 MK1339'ROAD, 41 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK1339'35 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 21
 MK1339'FEET SOUTH OF A 24 INCH COTTONWOOD TREE, 7.6 FEET NORTH OF A
 MK1339'POWER POLE, 1 FOOT EAST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS
 MK1339'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1339'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0186 ***********************************************************************
 ML0186  DESIGNATION -  J 332
 ML0186  PID         -  ML0186
 ML0186  STATE/COUNTY-  NE/MERRICK
 ML0186  USGS QUAD   -  ARCHER (1962)
 ML0186
 ML0186                         *CURRENT SURVEY CONTROL
 ML0186  ___________________________________________________________________
 ML0186* NAD 83(1986)-  41 12 46.     (N)    098 14 55.     (W)     SCALED    
 ML0186* NAVD 88     -       546.410  (meters)    1792.68   (feet)  ADJUSTED  
 ML0186  ___________________________________________________________________
 ML0186  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 ML0186  DYNAMIC HT  -         546.143 (meters)    1791.80  (feet)  COMP
 ML0186  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 ML0186
 ML0186  VERT ORDER  -  SECOND    CLASS 0
 ML0186
 ML0186.The horizontal coordinates were scaled from a topographic map and have
 ML0186.an estimated accuracy of +/- 6 seconds.
 ML0186
 ML0186.The orthometric height was determined by differential leveling
 ML0186.and adjusted by the National Geodetic Survey in June 1991..
 ML0186
 ML0186.The geoid height was determined by GEOID03.
 ML0186
 ML0186.The dynamic height is computed by dividing the NAVD 88
 ML0186.geopotential number by the normal gravity value computed on the
 ML0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0186.degrees latitude (g = 980.6199 gals.).
 ML0186
 ML0186.The modeled gravity was interpolated from observed gravity values.
 ML0186
 ML0186;                    North         East    Units  Estimated Accuracy
 ML0186;SPC NE       -   154,640.      646,820.      MT  (+/- 180 meters Scaled)
 ML0186
 ML0186                          SUPERSEDED SURVEY CONTROL
 ML0186
 ML0186  NGVD 29 (??/??/92)  546.177  (m)         1791.92   (f) ADJ UNCH    2 0
 ML0186
 ML0186.Superseded values are not recommended for survey control.
 ML0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0186.See file dsdata.txt to determine how the superseded data were derived.
 ML0186
 ML0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL629626(NAD 83)
 ML0186_MARKER: DB = BENCH MARK DISK
 ML0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0186_STAMPING: J 332 1950
 ML0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0186+STABILITY: SURFACE MOTION
 ML0186
 ML0186  HISTORY     - Date     Condition        Report By
 ML0186  HISTORY     - 1950     MONUMENTED       CGS
 ML0186
 ML0186                          STATION DESCRIPTION
 ML0186
 ML0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0186'1 MI SE FROM PALMER.
 ML0186'1.0 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0186'RAILROAD FROM THE STATION AT PALMER, 0.2 MILE SOUTHEAST OF A
 ML0186'NORTH AND SOUTH GRAVELED ROAD, 140 FEET EAST OF THE NORTHEAST
 ML0186'CORNER OF A GRAIN BIN, 75 FEET NORTHWEST OF A POWER POLE, 46 FEET
 ML0186'NORTHEAST OF THE NORTHEAST RAIL, 9.5 FEET WEST OF A FENCE CORNER,
 ML0186'1.4 FEET SOUTH OF A FENCE, 1.4 FEET SOUTHEAST OF A WITNESS POST,
 ML0186'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0186'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1363 ***********************************************************************
 MK1363  DESIGNATION -  J 333
 MK1363  PID         -  MK1363
 MK1363  STATE/COUNTY-  NE/MERRICK
 MK1363  USGS QUAD   -  POLK NW (1962)
 MK1363
 MK1363                         *CURRENT SURVEY CONTROL
 MK1363  ___________________________________________________________________
 MK1363* NAD 83(1986)-  41 09 16.     (N)    097 57 49.     (W)     SCALED    
 MK1363* NAVD 88     -       509.988  (meters)    1673.19   (feet)  ADJUSTED  
 MK1363  ___________________________________________________________________
 MK1363  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 MK1363  DYNAMIC HT  -         509.739 (meters)    1672.37  (feet)  COMP
 MK1363  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 MK1363
 MK1363  VERT ORDER  -  FIRST     CLASS II
 MK1363
 MK1363.The horizontal coordinates were scaled from a topographic map and have
 MK1363.an estimated accuracy of +/- 6 seconds.
 MK1363
 MK1363.The orthometric height was determined by differential leveling
 MK1363.and adjusted by the National Geodetic Survey in June 1991..
 MK1363
 MK1363.The geoid height was determined by GEOID03.
 MK1363
 MK1363.The dynamic height is computed by dividing the NAVD 88
 MK1363.geopotential number by the normal gravity value computed on the
 MK1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1363.degrees latitude (g = 980.6199 gals.).
 MK1363
 MK1363.The modeled gravity was interpolated from observed gravity values.
 MK1363
 MK1363;                    North         East    Units  Estimated Accuracy
 MK1363;SPC NE       -   148,690.      670,860.      MT  (+/- 180 meters Scaled)
 MK1363
 MK1363                          SUPERSEDED SURVEY CONTROL
 MK1363
 MK1363  NGVD 29 (??/??/92)  509.773  (m)         1672.48   (f) ADJ UNCH    1 2
 MK1363
 MK1363.Superseded values are not recommended for survey control.
 MK1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1363.See file dsdata.txt to determine how the superseded data were derived.
 MK1363
 MK1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL869564(NAD 83)
 MK1363_MARKER: DB = BENCH MARK DISK
 MK1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1363_STAMPING: J 333 1950
 MK1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1363+STABILITY: SURFACE MOTION
 MK1363
 MK1363  HISTORY     - Date     Condition        Report By
 MK1363  HISTORY     - 1950     MONUMENTED       CGS
 MK1363
 MK1363                          STATION DESCRIPTION
 MK1363
 MK1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1363'3.7 MI NE FROM CENTRAL CITY.
 MK1363'2.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1363'STATION AT CENTRAL CITY, THENCE 1.0 MILE NORTH ALONG A GRADED
 MK1363'DIRT ROAD, 98 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1363'ROAD, 62 FEET WEST OF A FENCE, 31 FEET WEST OF A FENCE CORNER,
 MK1363'25 FEET SOUTHWEST OF A POWER POLE, 14 FEET NORTH OF THE CENTER
 MK1363'LINE OF A TRACK ROAD LEADING WEST ALONG THE SOUTH SIDE OF A FENCE,
 MK1363'2.3 FEET SOUTH OF A FENCE, 1.3 FEET EAST OF A WITNESS POST, SET
 MK1363'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 MK1363'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0170 ***********************************************************************
 LH0170  DESIGNATION -  J 334
 LH0170  PID         -  LH0170
 LH0170  STATE/COUNTY-  NE/HAMILTON
 LH0170  USGS QUAD   -  PHILLIPS (1962)
 LH0170
 LH0170                         *CURRENT SURVEY CONTROL
 LH0170  ___________________________________________________________________
 LH0170* NAD 83(1986)-  40 59 08.     (N)    098 07 56.     (W)     SCALED    
 LH0170* NAVD 88     -       540.696  (meters)    1773.93   (feet)  ADJUSTED  
 LH0170  ___________________________________________________________________
 LH0170  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 LH0170  DYNAMIC HT  -         540.417 (meters)    1773.02  (feet)  COMP
 LH0170  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 LH0170
 LH0170  VERT ORDER  -  SECOND    CLASS 0
 LH0170
 LH0170.The horizontal coordinates were scaled from a topographic map and have
 LH0170.an estimated accuracy of +/- 6 seconds.
 LH0170
 LH0170.The orthometric height was determined by differential leveling
 LH0170.and adjusted by the National Geodetic Survey in June 1991..
 LH0170
 LH0170.The geoid height was determined by GEOID03.
 LH0170
 LH0170.The dynamic height is computed by dividing the NAVD 88
 LH0170.geopotential number by the normal gravity value computed on the
 LH0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0170.degrees latitude (g = 980.6199 gals.).
 LH0170
 LH0170.The modeled gravity was interpolated from observed gravity values.
 LH0170
 LH0170;                    North         East    Units  Estimated Accuracy
 LH0170;SPC NE       -   129,630.      657,120.      MT  (+/- 180 meters Scaled)
 LH0170
 LH0170                          SUPERSEDED SURVEY CONTROL
 LH0170
 LH0170  NGVD 29 (??/??/92)  540.462  (m)         1773.17   (f) ADJ UNCH    2 0
 LH0170
 LH0170.Superseded values are not recommended for survey control.
 LH0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0170.See file dsdata.txt to determine how the superseded data were derived.
 LH0170
 LH0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL729375(NAD 83)
 LH0170_MARKER: DB = BENCH MARK DISK
 LH0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0170_STAMPING: J 334 1950
 LH0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0170+STABILITY: SURFACE MOTION
 LH0170
 LH0170  HISTORY     - Date     Condition        Report By
 LH0170  HISTORY     - 1950     MONUMENTED       CGS
 LH0170
 LH0170                          STATION DESCRIPTION
 LH0170
 LH0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0170'4.2 MI SE FROM CHAPMAN.
 LH0170'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0170'RALROAD STATION AT CHAPMAN, THENCE 3.3 MILES SOUTH ALONG A
 LH0170'GRAVELED ROAD, THENCE 0.45 MILE NORTHEAST ALONG A GRAVELED ROAD,
 LH0170'AT A JUNCTION WITH A DIRT ROAD LEADING SOUTH, 117 FEET NORTH OF
 LH0170'A GROUND OF TREES WHICH ARE ON THE WEST SIDE OF THE NORTH AND
 LH0170'SOUTH ROAD, 50 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED
 LH0170'ROAD, 68 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD LEADING
 LH0170'SOUTH, 1.8 FEET NORTHEAST OF A FENCE, 1.0 FOOT NORTHWEST OF A
 LH0170'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0170'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1321 ***********************************************************************
 MK1321  DESIGNATION -  J 335
 MK1321  PID         -  MK1321
 MK1321  STATE/COUNTY-  NE/POLK
 MK1321  USGS QUAD   -  COLUMBUS SW (1976)
 MK1321
 MK1321                         *CURRENT SURVEY CONTROL
 MK1321  ___________________________________________________________________
 MK1321* NAD 83(1986)-  41 18 29.     (N)    097 23 12.     (W)     SCALED    
 MK1321* NAVD 88     -       455.497  (meters)    1494.41   (feet)  ADJUSTED  
 MK1321  ___________________________________________________________________
 MK1321  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 MK1321  DYNAMIC HT  -         455.292 (meters)    1493.74  (feet)  COMP
 MK1321  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 MK1321
 MK1321  VERT ORDER  -  SECOND    CLASS 0
 MK1321
 MK1321.The horizontal coordinates were scaled from a topographic map and have
 MK1321.an estimated accuracy of +/- 6 seconds.
 MK1321
 MK1321.The orthometric height was determined by differential leveling
 MK1321.and adjusted by the National Geodetic Survey in June 1991..
 MK1321
 MK1321.The geoid height was determined by GEOID03.
 MK1321
 MK1321.The dynamic height is computed by dividing the NAVD 88
 MK1321.geopotential number by the normal gravity value computed on the
 MK1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1321.degrees latitude (g = 980.6199 gals.).
 MK1321
 MK1321.The modeled gravity was interpolated from observed gravity values.
 MK1321
 MK1321;                    North         East    Units  Estimated Accuracy
 MK1321;SPC NE       -   167,040.      718,740.      MT  (+/- 180 meters Scaled)
 MK1321
 MK1321                          SUPERSEDED SURVEY CONTROL
 MK1321
 MK1321  NGVD 29 (??/??/92)  455.315  (m)         1493.81   (f) ADJ UNCH    2 0
 MK1321
 MK1321.Superseded values are not recommended for survey control.
 MK1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1321.See file dsdata.txt to determine how the superseded data were derived.
 MK1321
 MK1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL350742(NAD 83)
 MK1321_MARKER: DB = BENCH MARK DISK
 MK1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1321_STAMPING: J 335 1950
 MK1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1321+STABILITY: SURFACE MOTION
 MK1321
 MK1321  HISTORY     - Date     Condition        Report By
 MK1321  HISTORY     - 1950     MONUMENTED       CGS
 MK1321
 MK1321                          STATION DESCRIPTION
 MK1321
 MK1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1321'10.1 MI SW FROM BELLWOOD.
 MK1321'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1321'BELLWOOD, THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, THENCE
 MK1321'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.9 MILES WEST
 MK1321'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG U.S. HIGHWAY
 MK1321'81, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, AT A ROAD
 MK1321'INTERSECTION, IN A NORTH AND SOUTH WINDBREAK, 61 FEET NORTH OF
 MK1321'THE CENTER LINE OF AN EAST AND WEST ROAD, 29 FEET WEST OF THE
 MK1321'CENTER LINE OF A NORTH AND SOUTH ROAD, 1 FOOT EAST OF A FENCE,
 MK1321'2.1 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1321'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0126 ***********************************************************************
 LH0126  DESIGNATION -  J 336
 LH0126  PID         -  LH0126
 LH0126  STATE/COUNTY-  NE/HAMILTON
 LH0126  USGS QUAD   -  GILTNER (1967)
 LH0126
 LH0126                         *CURRENT SURVEY CONTROL
 LH0126  ___________________________________________________________________
 LH0126* NAD 83(1986)-  40 48 51.     (N)    098 10 06.     (W)     SCALED    
 LH0126* NAVD 88     -       560.237  (meters)    1838.04   (feet)  ADJUSTED  
 LH0126  ___________________________________________________________________
 LH0126  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 LH0126  DYNAMIC HT  -         559.940 (meters)    1837.07  (feet)  COMP
 LH0126  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 LH0126
 LH0126  VERT ORDER  -  SECOND    CLASS 0
 LH0126
 LH0126.The horizontal coordinates were scaled from a topographic map and have
 LH0126.an estimated accuracy of +/- 6 seconds.
 LH0126
 LH0126.The orthometric height was determined by differential leveling
 LH0126.and adjusted by the National Geodetic Survey in June 1991..
 LH0126
 LH0126.The geoid height was determined by GEOID03.
 LH0126
 LH0126.The dynamic height is computed by dividing the NAVD 88
 LH0126.geopotential number by the normal gravity value computed on the
 LH0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0126.degrees latitude (g = 980.6199 gals.).
 LH0126
 LH0126.The modeled gravity was interpolated from observed gravity values.
 LH0126
 LH0126;                    North         East    Units  Estimated Accuracy
 LH0126;SPC NE       -   110,540.      654,490.      MT  (+/- 180 meters Scaled)
 LH0126
 LH0126                          SUPERSEDED SURVEY CONTROL
 LH0126
 LH0126  NGVD 29 (??/??/92)  560.002  (m)         1837.27   (f) ADJ UNCH    2 0
 LH0126
 LH0126.Superseded values are not recommended for survey control.
 LH0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0126.See file dsdata.txt to determine how the superseded data were derived.
 LH0126
 LH0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL701184(NAD 83)
 LH0126_MARKER: DB = BENCH MARK DISK
 LH0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0126_STAMPING: J 336 1950
 LH0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0126+STABILITY: SURFACE MOTION
 LH0126
 LH0126  HISTORY     - Date     Condition        Report By
 LH0126  HISTORY     - 1950     MONUMENTED       CGS
 LH0126
 LH0126                          STATION DESCRIPTION
 LH0126
 LH0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0126'7.5 MI SE FROM PHILLIPS.
 LH0126'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0126'FROM THE STATION AT PHILLIPS, THENCE 5.1 MILES SOUTH ALONG A
 LH0126'DIRT ROAD, AT A ROAD INTERSECTION, 56 FEET SOUTH OF THE CENTER
 LH0126'LINE OF AN EAST AND WEST ROAD, 26 FEET WEST OF THE CENTER LINE
 LH0126'OF A NORTH AND SOUTH ROAD, 30 FEET SOUTH OF A FENCE CORNER,
 LH0126'1.5 FEET EAST OF A FENCE, 1 FOOT NORTH OF A WITNESS POST, SET
 LH0126'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 LH0126'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0466 ***********************************************************************
 NP0466  DESIGNATION -  J 340
 NP0466  PID         -  NP0466
 NP0466  STATE/COUNTY-  NE/SIOUX
 NP0466  USGS QUAD   -  HARRISON WEST (1978)
 NP0466
 NP0466                         *CURRENT SURVEY CONTROL
 NP0466  ___________________________________________________________________
 NP0466* NAD 83(1986)-  42 40 45.     (N)    103 57 01.     (W)     SCALED    
 NP0466* NAVD 88     -      1501.217  (meters)    4925.24   (feet)  ADJUSTED  
 NP0466  ___________________________________________________________________
 NP0466  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 NP0466  DYNAMIC HT  -        1500.323 (meters)    4922.31  (feet)  COMP
 NP0466  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 NP0466
 NP0466  VERT ORDER  -  FIRST     CLASS II
 NP0466
 NP0466.The horizontal coordinates were scaled from a topographic map and have
 NP0466.an estimated accuracy of +/- 6 seconds.
 NP0466
 NP0466.The orthometric height was determined by differential leveling
 NP0466.and adjusted by the National Geodetic Survey in June 1991..
 NP0466
 NP0466.The geoid height was determined by GEOID03.
 NP0466
 NP0466.The dynamic height is computed by dividing the NAVD 88
 NP0466.geopotential number by the normal gravity value computed on the
 NP0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0466.degrees latitude (g = 980.6199 gals.).
 NP0466
 NP0466.The modeled gravity was interpolated from observed gravity values.
 NP0466
 NP0466;                    North         East    Units  Estimated Accuracy
 NP0466;SPC NE       -   323,380.      176,380.      MT  (+/- 180 meters Scaled)
 NP0466
 NP0466                          SUPERSEDED SURVEY CONTROL
 NP0466
 NP0466  NGVD 29 (??/??/92) 1500.514  (m)         4922.94   (f) ADJ UNCH    1 2
 NP0466
 NP0466.Superseded values are not recommended for survey control.
 NP0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0466.See file dsdata.txt to determine how the superseded data were derived.
 NP0466
 NP0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH860257(NAD 83)
 NP0466_MARKER: DB = BENCH MARK DISK
 NP0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0466_STAMPING: J 340 1954
 NP0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0466+STABILITY: SURFACE MOTION
 NP0466
 NP0466  HISTORY     - Date     Condition        Report By
 NP0466  HISTORY     - 1954     MONUMENTED       CGS
 NP0466
 NP0466                          STATION DESCRIPTION
 NP0466
 NP0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0466'3.5 MI W FROM HARRISON.
 NP0466'3.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NP0466'THE STATION AT HARRISON, 2 1/2 POLES EAST OF MILEPOST 464, 96
 NP0466'FEET NORTH OF THE NORTH RAIL, 95 FEET WEST OF THE CENTER LINE OF
 NP0466'A PRIVATE ROAD, 5 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET
 NP0466'SOUTH OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, SET IN THE
 NP0466'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NP0466'IN THE NORTHEAST 1/4 OF SECTION 12, TOWNSHIP 31 NORTH, RANGE 57
 NP0466'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0435 ***********************************************************************
 NP0435  DESIGNATION -  J 341
 NP0435  PID         -  NP0435
 NP0435  STATE/COUNTY-  NE/SIOUX
 NP0435  USGS QUAD   -  GLEN (1980)
 NP0435
 NP0435                         *CURRENT SURVEY CONTROL
 NP0435  ___________________________________________________________________
 NP0435* NAD 83(1986)-  42 37 20.     (N)    103 32 04.     (W)     SCALED    
 NP0435* NAVD 88     -      1195.506  (meters)    3922.26   (feet)  ADJUSTED  
 NP0435  ___________________________________________________________________
 NP0435  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 NP0435  DYNAMIC HT  -        1194.828 (meters)    3920.03  (feet)  COMP
 NP0435  MODELED GRAV-     980,013.0   (mgal)                       NAVD 88
 NP0435
 NP0435  VERT ORDER  -  FIRST     CLASS II
 NP0435
 NP0435.The horizontal coordinates were scaled from a topographic map and have
 NP0435.an estimated accuracy of +/- 6 seconds.
 NP0435
 NP0435.The orthometric height was determined by differential leveling
 NP0435.and adjusted by the National Geodetic Survey in June 1991..
 NP0435
 NP0435.The geoid height was determined by GEOID03.
 NP0435
 NP0435.The dynamic height is computed by dividing the NAVD 88
 NP0435.geopotential number by the normal gravity value computed on the
 NP0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0435.degrees latitude (g = 980.6199 gals.).
 NP0435
 NP0435.The modeled gravity was interpolated from observed gravity values.
 NP0435
 NP0435;                    North         East    Units  Estimated Accuracy
 NP0435;SPC NE       -   315,580.      210,160.      MT  (+/- 180 meters Scaled)
 NP0435
 NP0435                          SUPERSEDED SURVEY CONTROL
 NP0435
 NP0435  NGVD 29 (??/??/92) 1194.875  (m)         3920.19   (f) ADJ UNCH    1 2
 NP0435
 NP0435.Superseded values are not recommended for survey control.
 NP0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0435.See file dsdata.txt to determine how the superseded data were derived.
 NP0435
 NP0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH201199(NAD 83)
 NP0435_MARKER: DB = BENCH MARK DISK
 NP0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0435_SP_SET: PILLAR
 NP0435_STAMPING: J 341 1954
 NP0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0435
 NP0435  HISTORY     - Date     Condition        Report By
 NP0435  HISTORY     - 1954     MONUMENTED       CGS
 NP0435
 NP0435                          STATION DESCRIPTION
 NP0435
 NP0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0435'7.9 MI SW FROM CRAWFORD.
 NP0435'7.9 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0435'FROM THE STATION AT CRAWFORD, 14 1/2 POLES SOUTHWEST OF MILEPOST
 NP0435'440, 6.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET BELOW THE
 NP0435'TOP OF THE RAILS, SET IN THE TOP OF THE NORTHWEST EDGE OF THE
 NP0435'CONCRETE PILLAR UNDER THE SOUTHWEST END OF THE NORTHWEST STEEL
 NP0435'GIRDER OF BRIDGE 7.19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0141 ***********************************************************************
 NP0141  DESIGNATION -  J 342
 NP0141  PID         -  NP0141
 NP0141  STATE/COUNTY-  NE/BOX BUTTE
 NP0141  USGS QUAD   -  BEREA CREEK WEST (1948)
 NP0141
 NP0141                         *CURRENT SURVEY CONTROL
 NP0141  ___________________________________________________________________
 NP0141* NAD 83(1986)-  42 07 52.     (N)    102 54 36.     (W)     SCALED    
 NP0141* NAVD 88     -      1219.782  (meters)    4001.90   (feet)  ADJUSTED  
 NP0141  ___________________________________________________________________
 NP0141  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 NP0141  DYNAMIC HT  -        1219.071 (meters)    3999.57  (feet)  COMP
 NP0141  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 NP0141
 NP0141  VERT ORDER  -  FIRST     CLASS II
 NP0141
 NP0141.The horizontal coordinates were scaled from a topographic map and have
 NP0141.an estimated accuracy of +/- 6 seconds.
 NP0141
 NP0141.The orthometric height was determined by differential leveling
 NP0141.and adjusted by the National Geodetic Survey in June 1991..
 NP0141
 NP0141.The geoid height was determined by GEOID03.
 NP0141
 NP0141.The dynamic height is computed by dividing the NAVD 88
 NP0141.geopotential number by the normal gravity value computed on the
 NP0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0141.degrees latitude (g = 980.6199 gals.).
 NP0141
 NP0141.The modeled gravity was interpolated from observed gravity values.
 NP0141
 NP0141;                    North         East    Units  Estimated Accuracy
 NP0141;SPC NE       -   259,160.      259,510.      MT  (+/- 180 meters Scaled)
 NP0141
 NP0141                          SUPERSEDED SURVEY CONTROL
 NP0141
 NP0141  NGVD 29 (??/??/92) 1219.192  (m)         3999.97   (f) ADJ UNCH    1 2
 NP0141
 NP0141.Superseded values are not recommended for survey control.
 NP0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0141.See file dsdata.txt to determine how the superseded data were derived.
 NP0141
 NP0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG727664(NAD 83)
 NP0141_MARKER: DB = BENCH MARK DISK
 NP0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0141_SP_SET: CONCRETE POST
 NP0141_STAMPING: J 342 1956
 NP0141_MARK LOGO: CGS   
 NP0141_PROJECTION: PROJECTING 10 CENTIMETERS
 NP0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0141+STABILITY: SURFACE MOTION
 NP0141
 NP0141  HISTORY     - Date     Condition        Report By
 NP0141  HISTORY     - 1956     MONUMENTED       CGS
 NP0141  HISTORY     - 1985     GOOD             NGS
 NP0141
 NP0141                          STATION DESCRIPTION
 NP0141
 NP0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0141'3.5 MI NW FROM ALLIANCE.
 NP0141'3.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0141'RAILROAD FROM THE STATION AT ALLIANCE, 5 POLES SOUTHEAST OF A
 NP0141'ROAD CROSSING, 45 FEET NORTHEAST OF THE NORTHEAST RAIL, 35.4 FEET
 NP0141'NORTHEAST OF MILEPOST 369, 5 FEET SOUTHEAST OF A TELEPHONE POLE,
 NP0141'3 FEET SOUTHWEST OF A FENCE, 2.5 FEET NORTHWEST OF A WITNESS
 NP0141'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 NP0141'ABOVE THE GROUND, IN SECTION 22, TOWNSHIP 25 NORTH, RANGE 48
 NP0141'WEST.
 NP0141
 NP0141                          STATION RECOVERY (1985)
 NP0141
 NP0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0141'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.63 KM (3.5
 NP0141'MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS STATION
 NP0141'AT ALLIANCE, NEAR THE FIRST POWER POLE SOUTHEAST OF MILEPOLE 369 AND
 NP0141'AT A OVER HEAD SIGNAL STAND FOR THE RAILROAD, 0.16 KM (0.1 MI)
 NP0141'SOUTHEAST OF THE CROSSING OF A DIRT ROAD, 9.2 METERS (30.2 FT)
 NP0141'NORTHEAST OF THE NORTHEAST RAIL, 17.44 METERS (57.2 FT) SOUTHEAST OF
 NP0141'THE MILEPOLE, 6.86 METERS (22.5 FT) EAST OF THE EAST CORNER OF THE
 NP0141'SOUTHEAST CONCRETE BASE OF THE SIGNAL AND 2.68 METERS (8.8 FT)
 NP0141'SOUTHEAST OF THE POWER POLE.
 NP0141'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 NP0141'THE MARK IS 1.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0284 ***********************************************************************
 NP0284  DESIGNATION -  J 343
 NP0284  PID         -  NP0284
 NP0284  STATE/COUNTY-  NE/DAWES
 NP0284  USGS QUAD   -  BELMONT (1980)
 NP0284
 NP0284                         *CURRENT SURVEY CONTROL
 NP0284  ___________________________________________________________________
 NP0284* NAD 83(1986)-  42 30 42.     (N)    103 18 44.     (W)     SCALED    
 NP0284* NAVD 88     -      1318.376  (meters)    4325.37   (feet)  ADJUSTED  
 NP0284  ___________________________________________________________________
 NP0284  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 NP0284  DYNAMIC HT  -        1317.600 (meters)    4322.83  (feet)  COMP
 NP0284  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 NP0284
 NP0284  VERT ORDER  -  FIRST     CLASS II
 NP0284
 NP0284.The horizontal coordinates were scaled from a topographic map and have
 NP0284.an estimated accuracy of +/- 6 seconds.
 NP0284
 NP0284.The orthometric height was determined by differential leveling
 NP0284.and adjusted by the National Geodetic Survey in June 1991..
 NP0284
 NP0284.The geoid height was determined by GEOID03.
 NP0284
 NP0284.The dynamic height is computed by dividing the NAVD 88
 NP0284.geopotential number by the normal gravity value computed on the
 NP0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0284.degrees latitude (g = 980.6199 gals.).
 NP0284
 NP0284.The modeled gravity was interpolated from observed gravity values.
 NP0284
 NP0284;                    North         East    Units  Estimated Accuracy
 NP0284;SPC NE       -   302,590.      227,910.      MT  (+/- 180 meters Scaled)
 NP0284
 NP0284                          SUPERSEDED SURVEY CONTROL
 NP0284
 NP0284  NGVD 29 (??/??/92) 1317.715  (m)         4323.20   (f) ADJ UNCH    1 2
 NP0284
 NP0284.Superseded values are not recommended for survey control.
 NP0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0284.See file dsdata.txt to determine how the superseded data were derived.
 NP0284
 NP0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH386079(NAD 83)
 NP0284_MARKER: DB = BENCH MARK DISK
 NP0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0284_SP_SET: CULVERT
 NP0284_STAMPING: J 343 1956
 NP0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0284
 NP0284  HISTORY     - Date     Condition        Report By
 NP0284  HISTORY     - 1956     MONUMENTED       CGS
 NP0284  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0284
 NP0284                          STATION DESCRIPTION
 NP0284
 NP0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0284'5.4 MI N FROM MARSLAND.
 NP0284'5.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0284'FROM THE STATION SIGN AT MARSLAND, 48 YARDS NORTHWEST OF MILEPOST
 NP0284'406, 7.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.5 FEET BELOW
 NP0284'THE TOP OF THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHWEST
 NP0284'END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT, IN SECTION 4,
 NP0284'TOWNSHIP 29 NORTH, RANGE 51 WEST.
 NP0284
 NP0284                          STATION RECOVERY (1985)
 NP0284
 NP0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0284'NOT RECOVERED.  AREA DESCRIBED IS NOW COVERED WITH RAILROAD GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0141 ***********************************************************************
 MN0141  DESIGNATION -  J 344
 MN0141  PID         -  MN0141
 MN0141  STATE/COUNTY-  NE/MORRILL
 MN0141  USGS QUAD   -  BRIDGEPORT (1965)
 MN0141
 MN0141                         *CURRENT SURVEY CONTROL
 MN0141  ___________________________________________________________________
 MN0141* NAD 83(1986)-  41 41 46.     (N)    103 07 23.     (W)     SCALED    
 MN0141* NAVD 88     -      1123.253  (meters)    3685.21   (feet)  ADJUSTED  
 MN0141  ___________________________________________________________________
 MN0141  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 MN0141  DYNAMIC HT  -        1122.549 (meters)    3682.90  (feet)  COMP
 MN0141  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 MN0141
 MN0141  VERT ORDER  -  FIRST     CLASS II
 MN0141
 MN0141.The horizontal coordinates were scaled from a topographic map and have
 MN0141.an estimated accuracy of +/- 6 seconds.
 MN0141
 MN0141.The orthometric height was determined by differential leveling
 MN0141.and adjusted by the National Geodetic Survey in June 1991..
 MN0141
 MN0141.The geoid height was determined by GEOID03.
 MN0141
 MN0141.The dynamic height is computed by dividing the NAVD 88
 MN0141.geopotential number by the normal gravity value computed on the
 MN0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0141.degrees latitude (g = 980.6199 gals.).
 MN0141
 MN0141.The modeled gravity was interpolated from observed gravity values.
 MN0141
 MN0141;                    North         East    Units  Estimated Accuracy
 MN0141;SPC NE       -   211,510.      240,170.      MT  (+/- 180 meters Scaled)
 MN0141
 MN0141                          SUPERSEDED SURVEY CONTROL
 MN0141
 MN0141  NGVD 29 (??/??/92) 1122.690  (m)         3683.36   (f) ADJ UNCH    1 2
 MN0141
 MN0141.Superseded values are not recommended for survey control.
 MN0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0141.See file dsdata.txt to determine how the superseded data were derived.
 MN0141
 MN0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG561177(NAD 83)
 MN0141_MARKER: DB = BENCH MARK DISK
 MN0141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0141_SP_SET: ABUTMENT
 MN0141_STAMPING: J 344 1956
 MN0141_MARK LOGO: CGS   
 MN0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0141
 MN0141  HISTORY     - Date     Condition        Report By
 MN0141  HISTORY     - 1956     MONUMENTED       CGS
 MN0141  HISTORY     - 1985     GOOD             NGS
 MN0141
 MN0141                          STATION DESCRIPTION
 MN0141
 MN0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0141'2.8 MI N FROM BRIDGEPORT.
 MN0141'2.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0141'FROM THE STATION AT BRIDGEPORT, THENCE 0.4 MILE NORTHWEST ALONG
 MN0141'A CRUSHED ROCK ROAD, ON A BRANCH LINE OF THE CHICAGO, BURLINGTON
 MN0141'AND QUINCY RAILROAD, 77 FEET NORTHEAST OF THE CENTER LINE OF THE
 MN0141'ROAD, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.5 FOOT BELOW
 MN0141'THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE
 MN0141'NORTHWEST ABUTMENT OF A BRIDGE UNDER THE RAILROAD, IN THE NORTHEAST
 MN0141'1/4 OF SECTION 19, TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0141
 MN0141                          STATION RECOVERY (1985)
 MN0141
 MN0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0141'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0141'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.  NOT
 MN0141'LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0378 ***********************************************************************
 NP0378  DESIGNATION -  J 345
 NP0378  PID         -  NP0378
 NP0378  STATE/COUNTY-  NE/BOX BUTTE
 NP0378  USGS QUAD   -  MARSLAND SW (1983)
 NP0378
 NP0378                         *CURRENT SURVEY CONTROL
 NP0378  ___________________________________________________________________
 NP0378* NAD 83(1986)-  42 18 34.     (N)    103 25 35.     (W)     SCALED    
 NP0378* NAVD 88     -      1396.709  (meters)    4582.37   (feet)  POSTED    
 NP0378  ___________________________________________________________________
 NP0378  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 NP0378  DYNAMIC HT  -        1395.850 (meters)    4579.55  (feet)  COMP
 NP0378  MODELED GRAV-     979,957.0   (mgal)                       NAVD 88
 NP0378
 NP0378  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0378
 NP0378.The horizontal coordinates were scaled from a topographic map and have
 NP0378.an estimated accuracy of +/- 6 seconds.
 NP0378
 NP0378.The orthometric height was determined by differential leveling
 NP0378.and adjusted by the National Geodetic Survey in 1992..
 NP0378.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0378.rate of 1.1 thru 2.0 mm/km.
 NP0378
 NP0378.The geoid height was determined by GEOID03.
 NP0378
 NP0378.The dynamic height is computed by dividing the NAVD 88
 NP0378.geopotential number by the normal gravity value computed on the
 NP0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0378.degrees latitude (g = 980.6199 gals.).
 NP0378
 NP0378.The modeled gravity was interpolated from observed gravity values.
 NP0378
 NP0378;                    North         East    Units  Estimated Accuracy
 NP0378;SPC NE       -   280,520.      217,640.      MT  (+/- 180 meters Scaled)
 NP0378
 NP0378                          SUPERSEDED SURVEY CONTROL
 NP0378
 NP0378  NGVD 29 (??/??/92) 1396.015  (m)         4580.09   (f) ADJ UNCH    2 0
 NP0378
 NP0378.Superseded values are not recommended for survey control.
 NP0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0378.See file dsdata.txt to determine how the superseded data were derived.
 NP0378
 NP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG296853(NAD 83)
 NP0378_MARKER: DB = BENCH MARK DISK
 NP0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0378_STAMPING: J 345 1956
 NP0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0378+STABILITY: SURFACE MOTION
 NP0378
 NP0378  HISTORY     - Date     Condition        Report By
 NP0378  HISTORY     - 1956     MONUMENTED       CGS
 NP0378  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0378
 NP0378                          STATION DESCRIPTION
 NP0378
 NP0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0378'19 MI W FROM HEMINGFORD.
 NP0378'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0378'OFFICE AT HEMINGFORD, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 87,
 NP0378'THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.0
 NP0378'MILES WEST ALONG A GRADED DIRT ROAD, 77 FEET EAST OF THE
 NP0378'EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, 16 FEET SOUTH
 NP0378'OF THE CENTER LINE OF A TRACK ROAD LEADING WEST, 28 FEET NORTH
 NP0378'OF A MAIL BOX, 2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP
 NP0378'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 NP0378'IN THE NORTHWEST 1/4 OF SECTION 20, TOWNSHIP 27 NORTH, RANGE
 NP0378'52 WEST.
 NP0378
 NP0378                          STATION RECOVERY (1981)
 NP0378
 NP0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1637 ***********************************************************************
 MK1637  DESIGNATION -  J 346
 MK1637  PID         -  MK1637
 MK1637  STATE/COUNTY-  NE/PLATTE
 MK1637  USGS QUAD   -  LINDSAY (1985)
 MK1637
 MK1637                         *CURRENT SURVEY CONTROL
 MK1637  ___________________________________________________________________
 MK1637* NAD 83(1986)-  41 40 52.     (N)    097 39 41.     (W)     SCALED    
 MK1637* NAVD 88     -       527.636  (meters)    1731.09   (feet)  ADJUSTED  
 MK1637  ___________________________________________________________________
 MK1637  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 MK1637  DYNAMIC HT  -         527.411 (meters)    1730.35  (feet)  COMP
 MK1637  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 MK1637
 MK1637  VERT ORDER  -  SECOND    CLASS 0
 MK1637
 MK1637.The horizontal coordinates were scaled from a topographic map and have
 MK1637.an estimated accuracy of +/- 6 seconds.
 MK1637
 MK1637.The orthometric height was determined by differential leveling
 MK1637.and adjusted by the National Geodetic Survey in June 1991..
 MK1637
 MK1637.The geoid height was determined by GEOID03.
 MK1637
 MK1637.The dynamic height is computed by dividing the NAVD 88
 MK1637.geopotential number by the normal gravity value computed on the
 MK1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1637.degrees latitude (g = 980.6199 gals.).
 MK1637
 MK1637.The modeled gravity was interpolated from observed gravity values.
 MK1637
 MK1637;                    North         East    Units  Estimated Accuracy
 MK1637;SPC NE       -   207,780.      694,630.      MT  (+/- 180 meters Scaled)
 MK1637
 MK1637                          SUPERSEDED SURVEY CONTROL
 MK1637
 MK1637  NGVD 29 (??/??/92)  527.435  (m)         1730.43   (f) ADJ UNCH    2 0
 MK1637
 MK1637.Superseded values are not recommended for survey control.
 MK1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1637.See file dsdata.txt to determine how the superseded data were derived.
 MK1637
 MK1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM114152(NAD 83)
 MK1637_MARKER: DB = BENCH MARK DISK
 MK1637_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MK1637+WITH SETTING: INTO GROUND
 MK1637_STAMPING: J 346 1957
 MK1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1637+STABILITY: SURFACE MOTION
 MK1637
 MK1637  HISTORY     - Date     Condition        Report By
 MK1637  HISTORY     - 1957     MONUMENTED       CGS
 MK1637
 MK1637                          STATION DESCRIPTION
 MK1637
 MK1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1637'2.1 MI SE FROM LINDSAY.
 MK1637'ABOUT 2.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 MK1637'RAILWAY FROM THE STATION AT LINDSAY, IN SECTION 28, T. 20 N.,
 MK1637'R. 3 W., 147 YARDS SOUTHEAST OF THE SOUTHEAST END OF A TRESTLE, 53
 MK1637'FEET SOUTHEAST OF THE THIRD POLE SOUTHEAST OF MILE POST 60,
 MK1637'ON THE TOP OF A RIDGE AND BETWEEN TWO FILLS, 46 FEET SOUTHWEST
 MK1637'OF THE SOUTHWEST RAIL, 6 FEET NORTHEAST OF A FENCE LINE, 1 1/2
 MK1637'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 MK1637'ABOVE THE LEVEL OF THE TRACK, A DISK ON A 3 1/2-INCH IRON PIPE
 MK1637'WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0216 ***********************************************************************
 NO0216  DESIGNATION -  J 347
 NO0216  PID         -  NO0216
 NO0216  STATE/COUNTY-  NE/CHERRY
 NO0216  USGS QUAD   -  CODY WEST (1985)
 NO0216
 NO0216                         *CURRENT SURVEY CONTROL
 NO0216  ___________________________________________________________________
 NO0216* NAD 83(1986)-  42 56 33.     (N)    101 17 49.     (W)     SCALED    
 NO0216* NAVD 88     -       958.169  (meters)    3143.59   (feet)  ADJUSTED  
 NO0216  ___________________________________________________________________
 NO0216  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 NO0216  DYNAMIC HT  -         957.760 (meters)    3142.25  (feet)  COMP
 NO0216  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 NO0216
 NO0216  VERT ORDER  -  FIRST     CLASS II
 NO0216
 NO0216.The horizontal coordinates were scaled from a topographic map and have
 NO0216.an estimated accuracy of +/- 6 seconds.
 NO0216
 NO0216.The orthometric height was determined by differential leveling
 NO0216.and adjusted by the National Geodetic Survey in June 1991..
 NO0216
 NO0216.The geoid height was determined by GEOID03.
 NO0216
 NO0216.The dynamic height is computed by dividing the NAVD 88
 NO0216.geopotential number by the normal gravity value computed on the
 NO0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0216.degrees latitude (g = 980.6199 gals.).
 NO0216
 NO0216.The modeled gravity was interpolated from observed gravity values.
 NO0216
 NO0216;                    North         East    Units  Estimated Accuracy
 NO0216;SPC NE       -   346,030.      394,150.      MT  (+/- 180 meters Scaled)
 NO0216
 NO0216                          SUPERSEDED SURVEY CONTROL
 NO0216
 NO0216  NGVD 29 (??/??/92)  957.788  (m)         3142.34   (f) ADJ UNCH    1 2
 NO0216
 NO0216.Superseded values are not recommended for survey control.
 NO0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0216.See file dsdata.txt to determine how the superseded data were derived.
 NO0216
 NO0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN126569(NAD 83)
 NO0216_MARKER: DB = BENCH MARK DISK
 NO0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0216_STAMPING: J 347 1957
 NO0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0216+STABILITY: SURFACE MOTION
 NO0216
 NO0216  HISTORY     - Date     Condition        Report By
 NO0216  HISTORY     - 1957     MONUMENTED       CGS
 NO0216
 NO0216                          STATION DESCRIPTION
 NO0216
 NO0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0216'2.7 MI W FROM CODY.
 NO0216'ABOUT 2.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0216'FROM THE STATION AT CODY, IN SECTION 11, T. 34 N., R. 34 W.,
 NO0216'56 FEET SOUTHEAST OF MILEPOST 310, 99 FEET SOUTH OF THE SOUTH RAIL,
 NO0216'29 FEET NORTH OF THE CENTER LINE OF THE ABANDONED GRADE OF U.S.
 NO0216'HIGHWAY 20, 1 1/2 FEET SOUTH OF A FENCE LINE, 2 FEET WEST OF A
 NO0216'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN
 NO0216'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0221 ***********************************************************************
 NP0221  DESIGNATION -  J 348
 NP0221  PID         -  NP0221
 NP0221  STATE/COUNTY-  NE/DAWES
 NP0221  USGS QUAD   -  BORDEAUX (1969)
 NP0221
 NP0221                         *CURRENT SURVEY CONTROL
 NP0221  ___________________________________________________________________
 NP0221* NAD 83(1986)-  42 47 54.     (N)    102 51 55.     (W)     SCALED    
 NP0221* NAVD 88     -      1083.668  (meters)    3555.33   (feet)  ADJUSTED  
 NP0221  ___________________________________________________________________
 NP0221  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 NP0221  DYNAMIC HT  -        1083.132 (meters)    3553.58  (feet)  COMP
 NP0221  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 NP0221
 NP0221  VERT ORDER  -  FIRST     CLASS II
 NP0221
 NP0221.The horizontal coordinates were scaled from a topographic map and have
 NP0221.an estimated accuracy of +/- 6 seconds.
 NP0221
 NP0221.The orthometric height was determined by differential leveling
 NP0221.and adjusted by the National Geodetic Survey in June 1991..
 NP0221
 NP0221.The geoid height was determined by GEOID03.
 NP0221
 NP0221.The dynamic height is computed by dividing the NAVD 88
 NP0221.geopotential number by the normal gravity value computed on the
 NP0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0221.degrees latitude (g = 980.6199 gals.).
 NP0221
 NP0221.The modeled gravity was interpolated from observed gravity values.
 NP0221
 NP0221;                    North         East    Units  Estimated Accuracy
 NP0221;SPC NE       -   333,100.      265,660.      MT  (+/- 180 meters Scaled)
 NP0221
 NP0221                          SUPERSEDED SURVEY CONTROL
 NP0221
 NP0221  NGVD 29 (??/??/92) 1083.131  (m)         3553.57   (f) ADJ UNCH    1 2
 NP0221
 NP0221.Superseded values are not recommended for survey control.
 NP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0221.See file dsdata.txt to determine how the superseded data were derived.
 NP0221
 NP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH745406(NAD 83)
 NP0221_MARKER: DB = BENCH MARK DISK
 NP0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NP0221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NP0221_STAMPING: J 348 1957
 NP0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0221
 NP0221  HISTORY     - Date     Condition        Report By
 NP0221  HISTORY     - 1957     MONUMENTED       CGS
 NP0221
 NP0221                          STATION DESCRIPTION
 NP0221
 NP0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0221'7.3 MI SE FROM CHADRON.
 NP0221'ABOUT 7.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0221'RAILWAY FROM THE STATION AT CHADRON, IN SECTION 33, T. 33 N.,
 NP0221'R. 47 W., 9 FEET SOUTHEAST OF THE THIRD POLE EAST OF MILEPOST
 NP0221'399, ABOUT 0.2 MILE WEST OF BRIDGE 648, NEAR THE CENTER OF A CUT,
 NP0221'30 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 2 1/2 FEET NORTHWEST OF
 NP0221'A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE TRACK, A DISK
 NP0221'ON A 3 1/2-INCH IRON PIPE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0253 ***********************************************************************
 NP0253  DESIGNATION -  J 349
 NP0253  PID         -  NP0253
 NP0253  STATE/COUNTY-  NE/DAWES
 NP0253  USGS QUAD   -  TRUNK BUTTE (1980)
 NP0253
 NP0253                         *CURRENT SURVEY CONTROL
 NP0253  ___________________________________________________________________
 NP0253* NAD 83(1986)-  42 49 08.     (N)    103 10 50.     (W)     SCALED    
 NP0253* NAVD 88     -      1021.999  (meters)    3353.01   (feet)  ADJUSTED  
 NP0253  ___________________________________________________________________
 NP0253  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 NP0253  DYNAMIC HT  -        1021.488 (meters)    3351.33  (feet)  COMP
 NP0253  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 NP0253
 NP0253  VERT ORDER  -  FIRST     CLASS II
 NP0253
 NP0253.The horizontal coordinates were scaled from a topographic map and have
 NP0253.an estimated accuracy of +/- 6 seconds.
 NP0253
 NP0253.The orthometric height was determined by differential leveling
 NP0253.and adjusted by the National Geodetic Survey in June 1991..
 NP0253
 NP0253.The geoid height was determined by GEOID03.
 NP0253
 NP0253.The dynamic height is computed by dividing the NAVD 88
 NP0253.geopotential number by the normal gravity value computed on the
 NP0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0253.degrees latitude (g = 980.6199 gals.).
 NP0253
 NP0253.The modeled gravity was interpolated from observed gravity values.
 NP0253
 NP0253;                    North         East    Units  Estimated Accuracy
 NP0253;SPC NE       -   336,290.      239,970.      MT  (+/- 180 meters Scaled)
 NP0253
 NP0253                          SUPERSEDED SURVEY CONTROL
 NP0253
 NP0253  NGVD 29 (??/??/92) 1021.446  (m)         3351.19   (f) ADJ UNCH    1 2
 NP0253
 NP0253.Superseded values are not recommended for survey control.
 NP0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0253.See file dsdata.txt to determine how the superseded data were derived.
 NP0253
 NP0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH487423(NAD 83)
 NP0253_MARKER: DB = BENCH MARK DISK
 NP0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0253_STAMPING: J 349 1957
 NP0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0253+STABILITY: SURFACE MOTION
 NP0253
 NP0253  HISTORY     - Date     Condition        Report By
 NP0253  HISTORY     - 1957     MONUMENTED       CGS
 NP0253
 NP0253                          STATION DESCRIPTION
 NP0253
 NP0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0253'4.8 MI NE FROM WHITNEY.
 NP0253'ABOUT 4.8 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0253'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 23, T. 33 N.,
 NP0253'R. 50 W., 6 FEET WEST OF MILEPOST 417, 38 FEET SOUTH-SOUTHEAST
 NP0253'OF THE NEAR RAIL, 92 FEET NORTH-NORTHWEST OF THE CENTER LINE
 NP0253'OF U.S. HIGHWAY 20, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 NP0253'ABOUT 2 FEET LOWER THAN THE RAIL AND IN THE TOP OF A CONCRETE
 NP0253'POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0328 ***********************************************************************
 NO0328  DESIGNATION -  J 350
 NO0328  PID         -  NO0328
 NO0328  STATE/COUNTY-  NE/CHERRY
 NO0328  USGS QUAD   -  IRWIN (1990)
 NO0328
 NO0328                         *CURRENT SURVEY CONTROL
 NO0328  ___________________________________________________________________
 NO0328* NAD 83(1986)-  42 53 21.     (N)    101 52 48.     (W)     SCALED    
 NO0328* NAVD 88     -      1036.763  (meters)    3401.45   (feet)  ADJUSTED  
 NO0328  ___________________________________________________________________
 NO0328  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 NO0328  DYNAMIC HT  -        1036.291 (meters)    3399.90  (feet)  COMP
 NO0328  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 NO0328
 NO0328  VERT ORDER  -  FIRST     CLASS II
 NO0328
 NO0328.The horizontal coordinates were scaled from a topographic map and have
 NO0328.an estimated accuracy of +/- 6 seconds.
 NO0328
 NO0328.The orthometric height was determined by differential leveling
 NO0328.and adjusted by the National Geodetic Survey in June 1991..
 NO0328
 NO0328.The geoid height was determined by GEOID03.
 NO0328
 NO0328.The dynamic height is computed by dividing the NAVD 88
 NO0328.geopotential number by the normal gravity value computed on the
 NO0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0328.degrees latitude (g = 980.6199 gals.).
 NO0328
 NO0328.The modeled gravity was interpolated from observed gravity values.
 NO0328
 NO0328;                    North         East    Units  Estimated Accuracy
 NO0328;SPC NE       -   340,980.      346,450.      MT  (+/- 180 meters Scaled)
 NO0328
 NO0328                          SUPERSEDED SURVEY CONTROL
 NO0328
 NO0328  NGVD 29 (??/??/92) 1036.314  (m)         3399.97   (f) ADJ UNCH    1 2
 NO0328
 NO0328.Superseded values are not recommended for survey control.
 NO0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0328.See file dsdata.txt to determine how the superseded data were derived.
 NO0328
 NO0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN648525(NAD 83)
 NO0328_MARKER: DB = BENCH MARK DISK
 NO0328_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NO0328+WITH SETTING: INTO GROUND
 NO0328_STAMPING: J 350 1957
 NO0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0328+STABILITY: SURFACE MOTION
 NO0328
 NO0328  HISTORY     - Date     Condition        Report By
 NO0328  HISTORY     - 1957     MONUMENTED       CGS
 NO0328
 NO0328                          STATION DESCRIPTION
 NO0328
 NO0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0328'9.9 MI W FROM MERRIMAN.
 NO0328'ABOUT 9.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0328'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 39 W., SECTION
 NO0328'26., 0.25 MILES WEST OF A RAILROAD TRESTLE, IN LINE WITH A ROW
 NO0328'OF TELEPHONE POLES, 54 FEET EAST OF MILEPOST 342, 39 FEET SOUTH
 NO0328'OF THE SOUTH RAIL, 6 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE,
 NO0328'5 FEET ABOVE THE TOP OF THE RAILS, 2 FEET NORTH OF A WHITE WOODEN
 NO0328'WITNESS POST, A DISK BRAZED ON THE TOP OF A 3-INCH IRON PIPE
 NO0328'WHICH PROJECTS 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0017 ***********************************************************************
 NP0017  DESIGNATION -  J 351
 NP0017  PID         -  NP0017
 NP0017  STATE/COUNTY-  NE/SHERIDAN
 NP0017  USGS QUAD   -  GORDON (1969)
 NP0017
 NP0017                         *CURRENT SURVEY CONTROL
 NP0017  ___________________________________________________________________
 NP0017* NAD 83(1986)-  42 48 13.     (N)    102 12 00.     (W)     SCALED    
 NP0017* NAVD 88     -      1083.253  (meters)    3553.97   (feet)  ADJUSTED  
 NP0017  ___________________________________________________________________
 NP0017  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 NP0017  DYNAMIC HT  -        1082.741 (meters)    3552.29  (feet)  COMP
 NP0017  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 NP0017
 NP0017  VERT ORDER  -  FIRST     CLASS II
 NP0017
 NP0017.The horizontal coordinates were scaled from a topographic map and have
 NP0017.an estimated accuracy of +/- 6 seconds.
 NP0017
 NP0017.The orthometric height was determined by differential leveling
 NP0017.and adjusted by the National Geodetic Survey in June 1991..
 NP0017
 NP0017.The geoid height was determined by GEOID03.
 NP0017
 NP0017.The dynamic height is computed by dividing the NAVD 88
 NP0017.geopotential number by the normal gravity value computed on the
 NP0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0017.degrees latitude (g = 980.6199 gals.).
 NP0017
 NP0017.The modeled gravity was interpolated from observed gravity values.
 NP0017
 NP0017;                    North         East    Units  Estimated Accuracy
 NP0017;SPC NE       -   332,090.      320,070.      MT  (+/- 180 meters Scaled)
 NP0017
 NP0017                          SUPERSEDED SURVEY CONTROL
 NP0017
 NP0017  NGVD 29 (??/??/92) 1082.766  (m)         3552.37   (f) ADJ UNCH    1 2
 NP0017
 NP0017.Superseded values are not recommended for survey control.
 NP0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0017.See file dsdata.txt to determine how the superseded data were derived.
 NP0017
 NP0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH289428(NAD 83)
 NP0017_MARKER: DB = BENCH MARK DISK
 NP0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0017_SP_SET: FOOTING
 NP0017_STAMPING: J 351 1957
 NP0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0017
 NP0017  HISTORY     - Date     Condition        Report By
 NP0017  HISTORY     - 1957     MONUMENTED       CGS
 NP0017  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NP0017
 NP0017                          STATION DESCRIPTION
 NP0017
 NP0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0017'0.2 MI NE FROM GORDON.
 NP0017'ABOUT 0.15 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0017'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 41 W., SECTION
 NP0017'30., AT THE RAILROAD WATER TANK, 29 1/2 FEET NORTH OF THE NORTH
 NP0017'MAIN RAIL, 27 FEET EAST OF THE SOUTHEAST CORNER OF AN OLD BRICK
 NP0017'ICE HOUSE, 2 FEET ABOVE THE LEVEL OF THE GROUND, AND IN THE TOP
 NP0017'OF THE SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE FOOTING OF
 NP0017'THE TOWER.
 NP0017
 NP0017                          STATION RECOVERY (1982)
 NP0017
 NP0017'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NP0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0193 ***********************************************************************
 NP0193  DESIGNATION -  J 352 RESET
 NP0193  PID         -  NP0193
 NP0193  STATE/COUNTY-  NE/SHERIDAN
 NP0193  USGS QUAD   -  HAY SPRINGS NE (1966)
 NP0193
 NP0193                         *CURRENT SURVEY CONTROL
 NP0193  ___________________________________________________________________
 NP0193* NAD 83(1986)-  42 42 11.     (N)    102 35 04.     (W)     SCALED    
 NP0193* NAVD 88     -      1156.08   (meters)    3792.9    (feet)  RESET     
 NP0193  ___________________________________________________________________
 NP0193  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 NP0193
 NP0193  VERT ORDER  -  THIRD
 NP0193
 NP0193.The horizontal coordinates were scaled from a topographic map and have
 NP0193.an estimated accuracy of +/- 6 seconds.
 NP0193
 NP0193.The orthometric height was computed from unverified reset data.
 NP0193
 NP0193.The geoid height was determined by GEOID03.
 NP0193
 NP0193;                    North         East    Units  Estimated Accuracy
 NP0193;SPC NE       -   321,800.      288,310.      MT  (+/- 180 meters Scaled)
 NP0193
 NP0193                          SUPERSEDED SURVEY CONTROL
 NP0193
 NP0193  NGVD 29 (??/??/??) 1155.55   (m)         3791.2    (f) RESET       3  
 NP0193
 NP0193.Superseded values are not recommended for survey control.
 NP0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0193.See file dsdata.txt to determine how the superseded data were derived.
 NP0193
 NP0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH978306(NAD 83)
 NP0193_MARKER: DB = BENCH MARK DISK
 NP0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0193_STAMPING: J 352 RESET 1963
 NP0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0193+STABILITY: SURFACE MOTION
 NP0193
 NP0193  HISTORY     - Date     Condition        Report By
 NP0193  HISTORY     - 1963     MONUMENTED       NEDR
 NP0193  HISTORY     - 1963     GOOD             NGS
 NP0193
 NP0193                          STATION DESCRIPTION
 NP0193
 NP0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 NP0193'5.6 MI NE FROM HAY SPRINGS.
 NP0193'ABOUT 5.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0193'RAILWAY FROM THE STATION AT HAY SPRINGS, ALSO 6.25 MILES
 NP0193'SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NP0193'STATION AT RUSHVILLE, IN T 32 N, R 45 W, AND IN THE CENTER OF THE
 NP0193'SOUTH SIDE OF SECTION 34, 143 FEET WEST OF THE CULVERT UNDER
 NP0193'U.S. HIGHWAY 20, 24.5 FEET SOUTH OF CENTERLINE OF RAILROAD TRACKS,
 NP0193'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0049 ***********************************************************************
 NP0049  DESIGNATION -  J 353
 NP0049  PID         -  NP0049
 NP0049  STATE/COUNTY-  NE/SHERIDAN
 NP0049  USGS QUAD   -  RUSHVILLE (1966)
 NP0049
 NP0049                         *CURRENT SURVEY CONTROL
 NP0049  ___________________________________________________________________
 NP0049* NAD 83(1986)-  42 43 09.     (N)    102 28 15.     (W)     SCALED    
 NP0049* NAVD 88     -      1140.919  (meters)    3743.17   (feet)  ADJUSTED  
 NP0049  ___________________________________________________________________
 NP0049  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 NP0049  DYNAMIC HT  -        1140.343 (meters)    3741.28  (feet)  COMP
 NP0049  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 NP0049
 NP0049  VERT ORDER  -  FIRST     CLASS II
 NP0049
 NP0049.The horizontal coordinates were scaled from a topographic map and have
 NP0049.an estimated accuracy of +/- 6 seconds.
 NP0049
 NP0049.The orthometric height was determined by differential leveling
 NP0049.and adjusted by the National Geodetic Survey in June 1991..
 NP0049
 NP0049.The geoid height was determined by GEOID03.
 NP0049
 NP0049.The dynamic height is computed by dividing the NAVD 88
 NP0049.geopotential number by the normal gravity value computed on the
 NP0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0049.degrees latitude (g = 980.6199 gals.).
 NP0049
 NP0049.The modeled gravity was interpolated from observed gravity values.
 NP0049
 NP0049;                    North         East    Units  Estimated Accuracy
 NP0049;SPC NE       -   323,320.      297,660.      MT  (+/- 180 meters Scaled)
 NP0049
 NP0049                          SUPERSEDED SURVEY CONTROL
 NP0049
 NP0049  NGVD 29 (??/??/92) 1140.394  (m)         3741.44   (f) ADJ UNCH    1 2
 NP0049
 NP0049.Superseded values are not recommended for survey control.
 NP0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0049.See file dsdata.txt to determine how the superseded data were derived.
 NP0049
 NP0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH070327(NAD 83)
 NP0049_MARKER: DB = BENCH MARK DISK
 NP0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0049_SP_SET: BUILDING
 NP0049_STAMPING: J 353 1957
 NP0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0049
 NP0049  HISTORY     - Date     Condition        Report By
 NP0049  HISTORY     - 1957     MONUMENTED       CGS
 NP0049  HISTORY     - 1985     GOOD             NGS
 NP0049
 NP0049                          STATION DESCRIPTION
 NP0049
 NP0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0049'0.3 MI SW FROM RUSHVILLE.
 NP0049'ABOUT 0.3 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0049'RAILWAY FROM THE STATION AT RUSHVILLE, IN T. 32 N., R. 44 W.,
 NP0049'AND IN THE SOUTHWEST CORNER OF SECTION 27., 35 FEET NORTHWEST
 NP0049'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 20 FEET NORTHWEST OF
 NP0049'THE NORTHWEST RAIL OF A SIDE TRACK, 68 FEET NORTH OF THE 2ND
 NP0049'POLE SOUTHWEST OF MILE POST 375, 9 INCHES EAST OF THE SOUTH
 NP0049'CORNER OF THE GRAIN ELEVATOR, ABOUT 1 FOOT ABOVE THE TOP OF
 NP0049'THE RAIL, SET VERTICALLY IN THE SOUTH EAST SIDE OF THE SOUTH
 NP0049'CORNER OF THE GRAIN ELEVATOR BUILDING, ABOUT 9 INCHES ABOVE THE
 NP0049'GROUND.
 NP0049
 NP0049                          STATION RECOVERY (1985)
 NP0049
 NP0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0480 ***********************************************************************
 NP0480  DESIGNATION -  J 354
 NP0480  PID         -  NP0480
 NP0480  STATE/COUNTY-  NE/SIOUX
 NP0480  USGS QUAD   -  ORELLA (1980)
 NP0480
 NP0480                         *CURRENT SURVEY CONTROL
 NP0480  ___________________________________________________________________
 NP0480* NAD 83(1986)-  42 54 12.     (N)    103 34 29.     (W)     SCALED    
 NP0480* NAVD 88     -      1156.204  (meters)    3793.31   (feet)  POSTED    
 NP0480  ___________________________________________________________________
 NP0480  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 NP0480  DYNAMIC HT  -        1155.630 (meters)    3791.43  (feet)  COMP
 NP0480  MODELED GRAV-     980,085.8   (mgal)                       NAVD 88
 NP0480
 NP0480  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 NP0480
 NP0480.The horizontal coordinates were scaled from a topographic map and have
 NP0480.an estimated accuracy of +/- 6 seconds.
 NP0480
 NP0480.The orthometric height was determined by differential leveling
 NP0480.and adjusted by the National Geodetic Survey in 1992..
 NP0480.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 NP0480.rate of 4.1 thru 8.0 mm/km.
 NP0480
 NP0480.The geoid height was determined by GEOID03.
 NP0480
 NP0480.The dynamic height is computed by dividing the NAVD 88
 NP0480.geopotential number by the normal gravity value computed on the
 NP0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0480.degrees latitude (g = 980.6199 gals.).
 NP0480
 NP0480.The modeled gravity was interpolated from observed gravity values.
 NP0480
 NP0480;                    North         East    Units  Estimated Accuracy
 NP0480;SPC NE       -   346,920.      208,150.      MT  (+/- 180 meters Scaled)
 NP0480
 NP0480                          SUPERSEDED SURVEY CONTROL
 NP0480
 NP0480  NGVD 29 (??/??/92) 1155.615  (m)         3791.38   (f) ADJ UNCH    1 2
 NP0480
 NP0480.Superseded values are not recommended for survey control.
 NP0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0480.See file dsdata.txt to determine how the superseded data were derived.
 NP0480
 NP0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH163510(NAD 83)
 NP0480_MARKER: DB = BENCH MARK DISK
 NP0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0480_SP_SET: CULVERT
 NP0480_STAMPING: J 354 1957
 NP0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0480
 NP0480  HISTORY     - Date     Condition        Report By
 NP0480  HISTORY     - 1957     MONUMENTED       CGS
 NP0480  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0480
 NP0480                          STATION DESCRIPTION
 NP0480
 NP0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0480'17.9 MI NW FROM CRAWFORD.
 NP0480'ABOUT 17.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0480'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 21,
 NP0480'T. 34 N., R. 53 W., 0.8 MILE NORTH OF THE STATION SIGN AT
 NP0480'ORELLA, 7 POLES SOUTH OF MILEPOST 441, 7 FEET WEST OF THE
 NP0480'WEST RAIL, 1 FOOT LOWER THAN THE RAIL AND IN THE TOP OF THE
 NP0480'NORTH END OF THE WEST HEAD WALL OF A 5 X 5-FOOT CONCRETE CULVERT.
 NP0480
 NP0480                          STATION RECOVERY (1985)
 NP0480
 NP0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0480'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0540 ***********************************************************************
 NN0540  DESIGNATION -  J 36
 NN0540  PID         -  NN0540
 NN0540  STATE/COUNTY-  NE/ROCK
 NN0540  USGS QUAD   -  RIVERVIEW (1974)
 NN0540
 NN0540                         *CURRENT SURVEY CONTROL
 NN0540  ___________________________________________________________________
 NN0540* NAD 83(1986)-  42 39 08.     (N)    099 34 10.     (W)     SCALED    
 NN0540* NAVD 88     -       696.234  (meters)    2284.23   (feet)  ADJUSTED  
 NN0540  ___________________________________________________________________
 NN0540  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 NN0540  DYNAMIC HT  -         695.959 (meters)    2283.33  (feet)  COMP
 NN0540  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 NN0540
 NN0540  VERT ORDER  -  SECOND    CLASS 0
 NN0540
 NN0540.The horizontal coordinates were scaled from a topographic map and have
 NN0540.an estimated accuracy of +/- 6 seconds.
 NN0540
 NN0540.The orthometric height was determined by differential leveling
 NN0540.and adjusted by the National Geodetic Survey in June 1991..
 NN0540
 NN0540.The geoid height was determined by GEOID03.
 NN0540
 NN0540.The dynamic height is computed by dividing the NAVD 88
 NN0540.geopotential number by the normal gravity value computed on the
 NN0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0540.degrees latitude (g = 980.6199 gals.).
 NN0540
 NN0540.The modeled gravity was interpolated from observed gravity values.
 NN0540
 NN0540;                    North         East    Units  Estimated Accuracy
 NN0540;SPC NE       -   313,080.      535,300.      MT  (+/- 180 meters Scaled)
 NN0540
 NN0540                          SUPERSEDED SURVEY CONTROL
 NN0540
 NN0540  NGVD 29 (??/??/92)  695.984  (m)         2283.41   (f) ADJ UNCH    2 0
 NN0540
 NN0540.Superseded values are not recommended for survey control.
 NN0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0540.See file dsdata.txt to determine how the superseded data were derived.
 NN0540
 NN0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN533223(NAD 83)
 NN0540_MARKER: DB = BENCH MARK DISK
 NN0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0540_STAMPING: J-36--1934
 NN0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0540+STABILITY: SURFACE MOTION
 NN0540
 NN0540  HISTORY     - Date     Condition        Report By
 NN0540  HISTORY     - 1934     MONUMENTED       CGS
 NN0540
 NN0540                          STATION DESCRIPTION
 NN0540
 NN0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0540'5.8 MI NW FROM BASSETT.
 NN0540'J-36 IS LOCATED 5.8 MILES NORTHWEST OF RAILROAD STATION AT
 NN0540'BASSETT, 0.5 OF MILE WEST OF A SECTION LINE ROAD NORTH AND
 NN0540'SOUTH, 0.5 OF MILE EAST OF POINT WHERE HIGHWAY MAKES A 90 DEG
 NN0540'TURN NORTH, 66 YARDS WEST OF CORNER OF A WIRE FENCE, 40 FEET
 NN0540'NORTH OF CENTERLINE OF HIGHWAY, 21.3 FEET WEST OF A CEDAR TREE,
 NN0540'19.2 FEET EAST OF A CEDAR TREE.  STANDARD TABLET SET IN TOP
 NN0540'OF CONCRETE POST 1 INCH HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0541 ***********************************************************************
 NN0541  DESIGNATION -  J 36 RESET
 NN0541  PID         -  NN0541
 NN0541  STATE/COUNTY-  NE/ROCK
 NN0541  USGS QUAD   -  RIVERVIEW (1974)
 NN0541
 NN0541                         *CURRENT SURVEY CONTROL
 NN0541  ___________________________________________________________________
 NN0541* NAD 83(1986)-  42 39 08.     (N)    099 34 10.     (W)     SCALED    
 NN0541* NAVD 88     -       696.13   (+/-2cm)    2283.9    (feet)  VERTCON   
 NN0541  ___________________________________________________________________
 NN0541  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 NN0541
 NN0541  VERT ORDER  -  THIRD (See Below)
 NN0541
 NN0541.The horizontal coordinates were scaled from a topographic map and have
 NN0541.an estimated accuracy of +/- 6 seconds.
 NN0541
 NN0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0541.The vertical order pertains to the NGVD 29 superseded value.
 NN0541
 NN0541.The geoid height was determined by GEOID03.
 NN0541
 NN0541;                    North         East    Units  Estimated Accuracy
 NN0541;SPC NE       -   313,080.      535,300.      MT  (+/- 180 meters Scaled)
 NN0541
 NN0541                          SUPERSEDED SURVEY CONTROL
 NN0541
 NN0541  NGVD 29 (??/??/??)  695.88   (m)         2283.1    (f) RESET       3  
 NN0541
 NN0541.Superseded values are not recommended for survey control.
 NN0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0541.See file dsdata.txt to determine how the superseded data were derived.
 NN0541
 NN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN533223(NAD 83)
 NN0541_MARKER: DB = BENCH MARK DISK
 NN0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0541_STAMPING: J 36 RESET 1955
 NN0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0541+STABILITY: SURFACE MOTION
 NN0541
 NN0541  HISTORY     - Date     Condition        Report By
 NN0541  HISTORY     - 1955     MONUMENTED       USDA
 NN0541  HISTORY     - 1955     GOOD             NGS
 NN0541
 NN0541                          STATION DESCRIPTION
 NN0541
 NN0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 NN0541'5.8 MI NW FROM BASSETT.
 NN0541'5.8 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE CHICAGO AND
 NN0541'NORTH WESTERN RAILWAY STATION AT BASSETT, ROCK COUNTY, 0.5 MILE
 NN0541'WEST OF A NORTH-AND-SOUTH SECTION-LINE ROAD, 0.5 MILE EAST OF A
 NN0541'90-DEGREE TURN TO THE NORTH, 66 YARDS WEST OF A WIRE-FENCE
 NN0541'CORNER, AND 127.6 FEET NORTH OF THE 1934 CENTER LINE OF THE
 NN0541'HIGHWAY.  A STANDARD DISK, STAMPED J 36 RESET 1955 AND SET IN
 NN0541'THE TOP OF A CONCRETE POST PROJECTING 1-1/2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0690 ***********************************************************************
 LG0690  DESIGNATION -  J 363
 LG0690  PID         -  LG0690
 LG0690  STATE/COUNTY-  NE/YORK
 LG0690  USGS QUAD   -  BRADSHAW (1969)
 LG0690
 LG0690                         *CURRENT SURVEY CONTROL
 LG0690  ___________________________________________________________________
 LG0690* NAD 83(1986)-  40 53 13.     (N)    097 38 08.     (W)     SCALED    
 LG0690* NAVD 88     -       508.440  (meters)    1668.11   (feet)  ADJUSTED  
 LG0690  ___________________________________________________________________
 LG0690  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 LG0690  DYNAMIC HT  -         508.173 (meters)    1667.23  (feet)  COMP
 LG0690  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 LG0690
 LG0690  VERT ORDER  -  SECOND    CLASS 0
 LG0690
 LG0690.The horizontal coordinates were scaled from a topographic map and have
 LG0690.an estimated accuracy of +/- 6 seconds.
 LG0690
 LG0690.The orthometric height was determined by differential leveling
 LG0690.and adjusted by the National Geodetic Survey in June 1991..
 LG0690
 LG0690.The geoid height was determined by GEOID03.
 LG0690
 LG0690.The dynamic height is computed by dividing the NAVD 88
 LG0690.geopotential number by the normal gravity value computed on the
 LG0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0690.degrees latitude (g = 980.6199 gals.).
 LG0690
 LG0690.The modeled gravity was interpolated from observed gravity values.
 LG0690
 LG0690;                    North         East    Units  Estimated Accuracy
 LG0690;SPC NE       -   119,700.      699,190.      MT  (+/- 180 meters Scaled)
 LG0690
 LG0690                          SUPERSEDED SURVEY CONTROL
 LG0690
 LG0690  NGVD 29 (??/??/92)  508.240  (m)         1667.45   (f) ADJ UNCH    2 0
 LG0690
 LG0690.Superseded values are not recommended for survey control.
 LG0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0690.See file dsdata.txt to determine how the superseded data were derived.
 LG0690
 LG0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL149271(NAD 83)
 LG0690_MARKER: DB = BENCH MARK DISK
 LG0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0690_STAMPING: J 363 1961
 LG0690_MARK LOGO: CGS   
 LG0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0690+STABILITY: SURFACE MOTION
 LG0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0690+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1997
 LG0690
 LG0690  HISTORY     - Date     Condition        Report By
 LG0690  HISTORY     - 1961     MONUMENTED       CGS
 LG0690  HISTORY     - 19970924 GOOD             NEDR
 LG0690
 LG0690                          STATION DESCRIPTION
 LG0690
 LG0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0690'3.2 MI W FROM YORK.
 LG0690'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0690'FROM THE STATION AT YORK, THENCE 0.9 MILE ALONG DIVISION ST,
 LG0690'THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 34 AND STATE 2, 90.8
 LG0690'FEET NORTHEAST OF CENTER OF CROSSROADS, 84.6 FEET NORTH OF
 LG0690'CENTERLINE OF U.S. HIGHWAY 34 AND STATE 2, 34 FEET EAST OF
 LG0690'CENTER OF DIRT ROAD, 2.7 FEET SOUTH OF A POWERPOLE WITH TWO
 LG0690'GUY WIRES, 1.9 FEET NORTH OF A METAL WITNESS POST WITH SIGN, 1
 LG0690'FOOT LOWER THAN HIGHWAY, SET IN THE TOP OF A SQUARE CONCRETE
 LG0690'POST PROJECTING 5 INCHES.
 LG0690
 LG0690                          STATION RECOVERY (1997)
 LG0690
 LG0690'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LG0690'RECOVERED IN GOOD CONDITION, 2.0 MI (3.2 KM) WEST ALONG U.S.  HIGHWAY
 LG0690'34, FROM DIVISION STREET, IN YORK, TO THE MARK, IN THE NORTHEAST ANGLE
 LG0690'OF A ROAD INTERSECTION, IN THE SW1/4, SEC26, T12N, R3W AND ON
 LG0690'RIGHT-OF-WAY, 25.8 M (84.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY
 LG0690'AND 10.4 M (34.1 FT) EAST OF THE CENTERLINE OF THE CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0076 ***********************************************************************
 LG0076  DESIGNATION -  J 364
 LG0076  PID         -  LG0076
 LG0076  STATE/COUNTY-  NE/CASS
 LG0076  USGS QUAD   -  AVOCA (1966)
 LG0076
 LG0076                         *CURRENT SURVEY CONTROL
 LG0076  ___________________________________________________________________
 LG0076* NAD 83(1986)-  40 48 48.     (N)    096 04 56.     (W)     SCALED    
 LG0076* NAVD 88     -       367.360  (meters)    1205.25   (feet)  ADJUSTED  
 LG0076  ___________________________________________________________________
 LG0076  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 LG0076  DYNAMIC HT  -         367.196 (meters)    1204.71  (feet)  COMP
 LG0076  MODELED GRAV-     980,165.6   (mgal)                       NAVD 88
 LG0076
 LG0076  VERT ORDER  -  SECOND    CLASS 0
 LG0076
 LG0076.The horizontal coordinates were scaled from a topographic map and have
 LG0076.an estimated accuracy of +/- 6 seconds.
 LG0076
 LG0076.The orthometric height was determined by differential leveling
 LG0076.and adjusted by the National Geodetic Survey in June 1991..
 LG0076
 LG0076.The geoid height was determined by GEOID03.
 LG0076
 LG0076.The dynamic height is computed by dividing the NAVD 88
 LG0076.geopotential number by the normal gravity value computed on the
 LG0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0076.degrees latitude (g = 980.6199 gals.).
 LG0076
 LG0076.The modeled gravity was interpolated from observed gravity values.
 LG0076
 LG0076;                    North         East    Units  Estimated Accuracy
 LG0076;SPC NE       -   116,290.      830,350.      MT  (+/- 180 meters Scaled)
 LG0076
 LG0076                          SUPERSEDED SURVEY CONTROL
 LG0076
 LG0076  NGVD 29 (??/??/92)  367.261  (m)         1204.92   (f) ADJ UNCH    2 0
 LG0076
 LG0076.Superseded values are not recommended for survey control.
 LG0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0076.See file dsdata.txt to determine how the superseded data were derived.
 LG0076
 LG0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL460221(NAD 83)
 LG0076_MARKER: DB = BENCH MARK DISK
 LG0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0076_STAMPING: J 364 1961
 LG0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0076+STABILITY: SURFACE MOTION
 LG0076
 LG0076  HISTORY     - Date     Condition        Report By
 LG0076  HISTORY     - 1961     MONUMENTED       CGS
 LG0076
 LG0076                          STATION DESCRIPTION
 LG0076
 LG0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0076'6 MI SW FROM NEHAWKA.
 LG0076'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0076'RAILROAD STATION AT NEHAWKA, THENCE 4.8 MILES WEST ALONG U.S.
 LG0076'HIGHWAY 34, 68.3 FEET NORTH OF CENTER LINE OF HIGHWAY, 0.05 MILE
 LG0076'WEST OF A DRIVEWAY TO A FARM HOUSE, 0.05 MILE EAST OF A GRAVEL
 LG0076'ROAD, 16.8 FEET NORTHEAST OF A POWER POLE, 1.8 FEET EAST OF A
 LG0076'METAL WITNESS POST WITH SIGN, 0.11 FEET SOUTH OF A FENCE, SET
 LG0076'IN TOP OF A SQUARE CONCRETE POST PROJECTING 13 INCHES AND ABOUT
 LG0076'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0467 ***********************************************************************
 LG0467  DESIGNATION -  J 365
 LG0467  PID         -  LG0467
 LG0467  STATE/COUNTY-  NE/SALINE
 LG0467  USGS QUAD   -  PLEASANT HILL (1964)
 LG0467
 LG0467                         *CURRENT SURVEY CONTROL
 LG0467  ___________________________________________________________________
 LG0467* NAD 83(1986)-  40 36 40.     (N)    097 07 19.     (W)     SCALED    
 LG0467* NAVD 88     -       431.633  (meters)    1416.12   (feet)  ADJUSTED  
 LG0467  ___________________________________________________________________
 LG0467  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 LG0467  DYNAMIC HT  -         431.394 (meters)    1415.33  (feet)  COMP
 LG0467  MODELED GRAV-     980,057.0   (mgal)                       NAVD 88
 LG0467
 LG0467  VERT ORDER  -  SECOND    CLASS 0
 LG0467
 LG0467.The horizontal coordinates were scaled from a topographic map and have
 LG0467.an estimated accuracy of +/- 6 seconds.
 LG0467
 LG0467.The orthometric height was determined by differential leveling
 LG0467.and adjusted by the National Geodetic Survey in June 1991..
 LG0467
 LG0467.The geoid height was determined by GEOID03.
 LG0467
 LG0467.The dynamic height is computed by dividing the NAVD 88
 LG0467.geopotential number by the normal gravity value computed on the
 LG0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0467.degrees latitude (g = 980.6199 gals.).
 LG0467
 LG0467.The modeled gravity was interpolated from observed gravity values.
 LG0467
 LG0467;                    North         East    Units  Estimated Accuracy
 LG0467;SPC NE       -    90,410.      743,470.      MT  (+/- 180 meters Scaled)
 LG0467
 LG0467                          SUPERSEDED SURVEY CONTROL
 LG0467
 LG0467  NGVD 29 (??/??/92)  431.473  (m)         1415.59   (f) ADJ UNCH    2 0
 LG0467
 LG0467.Superseded values are not recommended for survey control.
 LG0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0467.See file dsdata.txt to determine how the superseded data were derived.
 LG0467
 LG0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK588972(NAD 83)
 LG0467_MARKER: DB = BENCH MARK DISK
 LG0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0467_STAMPING: J 365 1961
 LG0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0467+STABILITY: SURFACE MOTION
 LG0467
 LG0467  HISTORY     - Date     Condition        Report By
 LG0467  HISTORY     - 1961     MONUMENTED       CGS
 LG0467
 LG0467                          STATION DESCRIPTION
 LG0467
 LG0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0467'2.8 MI S FROM DORCHESTER.
 LG0467'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0467'FROM THE STATION AT DORCHESTER, THENCE 2.5 MILES SOUTH ALONG
 LG0467'STATE HIGHWAY 15, 92 FEET NORTHEAST OF A T INTERSECTION, 29 FEET
 LG0467'EAST OF A TELEPHONE POLE WITH ONE GUY WIRE, 30 FEET NORTH OF THE
 LG0467'CENTER OF A GRAVEL ROAD, 3 FEET SOUTH OF A FENCE, 1.8 FEET WEST
 LG0467'OF A METAL WITNESS POST WITH SIGN, LEVEL WITH THE HIGHWAY, SET
 LG0467'IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE
 LG0467'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0020 ***********************************************************************
 NN0020  DESIGNATION -  J 37
 NN0020  PID         -  NN0020
 NN0020  STATE/COUNTY-  NE/KNOX
 NN0020  USGS QUAD   -  VERDEL (1950)
 NN0020
 NN0020                         *CURRENT SURVEY CONTROL
 NN0020  ___________________________________________________________________
 NN0020* NAD 83(1986)-  42 48 30.     (N)    098 09 38.     (W)     SCALED    
 NN0020* NAVD 88     -       379.882  (meters)    1246.33   (feet)  ADJUSTED  
 NN0020  ___________________________________________________________________
 NN0020  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 NN0020  DYNAMIC HT  -         379.756 (meters)    1245.92  (feet)  COMP
 NN0020  MODELED GRAV-     980,280.5   (mgal)                       NAVD 88
 NN0020
 NN0020  VERT ORDER  -  SECOND    CLASS 0
 NN0020
 NN0020.The horizontal coordinates were scaled from a topographic map and have
 NN0020.an estimated accuracy of +/- 6 seconds.
 NN0020
 NN0020.The orthometric height was determined by differential leveling
 NN0020.and adjusted by the National Geodetic Survey in June 1991..
 NN0020
 NN0020.The geoid height was determined by GEOID03.
 NN0020
 NN0020.The dynamic height is computed by dividing the NAVD 88
 NN0020.geopotential number by the normal gravity value computed on the
 NN0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0020.degrees latitude (g = 980.6199 gals.).
 NN0020
 NN0020.The modeled gravity was interpolated from observed gravity values.
 NN0020
 NN0020;                    North         East    Units  Estimated Accuracy
 NN0020;SPC NE       -   331,930.      650,430.      MT  (+/- 180 meters Scaled)
 NN0020
 NN0020                          SUPERSEDED SURVEY CONTROL
 NN0020
 NN0020  NGVD 29 (??/??/92)  379.653  (m)         1245.58   (f) ADJ UNCH    2 0
 NN0020
 NN0020.Superseded values are not recommended for survey control.
 NN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0020.See file dsdata.txt to determine how the superseded data were derived.
 NN0020
 NN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN686398(NAD 83)
 NN0020_MARKER: DB = BENCH MARK DISK
 NN0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0020_STAMPING: J-37 1934
 NN0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0020+STABILITY: SURFACE MOTION
 NN0020
 NN0020  HISTORY     - Date     Condition        Report By
 NN0020  HISTORY     - 1934     MONUMENTED       CGS
 NN0020
 NN0020                          STATION DESCRIPTION
 NN0020
 NN0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0020'1.7 MI E FROM VERDEL.
 NN0020'LOCATED 1.7 MILES EAST OF STATION AT VERDEL, 116 FEET SOUTHWEST
 NN0020'OF WEST END OF TRESTLE F-177, 54 FEET SOUTHWEST OF CENTERLINE
 NN0020'OF R.R. CROSSING, 43.6 FEET SOUTH OF SOUTH RAIL, 3 FEET NORTHWEST
 NN0020'OF CORNER FENCE POST.  STANDARD TABLET SET IN TOP OF CONCRETE
 NN0020'POST 2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1261 ***********************************************************************
 NM1261  DESIGNATION -  J 38
 NM1261  PID         -  NM1261
 NM1261  STATE/COUNTY-  NE/PIERCE
 NM1261  USGS QUAD   -  PLAINVIEW (1963)
 NM1261
 NM1261                         *CURRENT SURVEY CONTROL
 NM1261  ___________________________________________________________________
 NM1261* NAD 83(1986)-  42 20 55.     (N)    097 47 45.     (W)     SCALED    
 NM1261* NAVD 88     -       512.479  (meters)    1681.36   (feet)  ADJUSTED  
 NM1261  ___________________________________________________________________
 NM1261  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 NM1261  DYNAMIC HT  -         512.289 (meters)    1680.73  (feet)  COMP
 NM1261  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 NM1261
 NM1261  VERT ORDER  -  FIRST     CLASS II
 NM1261
 NM1261.The horizontal coordinates were scaled from a topographic map and have
 NM1261.an estimated accuracy of +/- 6 seconds.
 NM1261
 NM1261.The orthometric height was determined by differential leveling
 NM1261.and adjusted by the National Geodetic Survey in June 1991..
 NM1261
 NM1261.The geoid height was determined by GEOID03.
 NM1261
 NM1261.The dynamic height is computed by dividing the NAVD 88
 NM1261.geopotential number by the normal gravity value computed on the
 NM1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1261.degrees latitude (g = 980.6199 gals.).
 NM1261
 NM1261.The modeled gravity was interpolated from observed gravity values.
 NM1261
 NM1261;                    North         East    Units  Estimated Accuracy
 NM1261;SPC NE       -   281,580.      681,560.      MT  (+/- 180 meters Scaled)
 NM1261
 NM1261                          SUPERSEDED SURVEY CONTROL
 NM1261
 NM1261  NGVD 29 (??/??/92)  512.293  (m)         1680.75   (f) ADJ UNCH    1 2
 NM1261
 NM1261.Superseded values are not recommended for survey control.
 NM1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1261.See file dsdata.txt to determine how the superseded data were derived.
 NM1261
 NM1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM991891(NAD 83)
 NM1261_MARKER: DB = BENCH MARK DISK
 NM1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1261_STAMPING: J 38 1934
 NM1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1261+STABILITY: SURFACE MOTION
 NM1261
 NM1261  HISTORY     - Date     Condition        Report By
 NM1261  HISTORY     - 1934     MONUMENTED       CGS
 NM1261  HISTORY     - 1946     GOOD             NGS
 NM1261  HISTORY     - 1978     MARK NOT FOUND   USGS
 NM1261  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1261
 NM1261                          STATION DESCRIPTION
 NM1261
 NM1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NM1261'0.1 MI NW FROM PLAINVIEW.
 NM1261'0.1 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NM1261'THE STATION AT PLAINVIEW, PIERCE COUNTY, AT THE CROSSING OF
 NM1261'A NORTH-AND-SOUTH GRAVEL ROAD, 53 FEET WEST OF THE CENTERLINE OF
 NM1261'THE ROAD, 47 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK,
 NM1261'25 FEET WEST OF A FENCE CORNER, 2.5 FEET NORTHEAST OF THE
 NM1261'RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS
 NM1261'POST.  A STANDARD DISK, STAMPED J 38 1934 AND SET IN THE TOP
 NM1261'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NM1261
 NM1261                          STATION RECOVERY (1978)
 NM1261
 NM1261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NM1261'MARK NOT FOUND.
 NM1261
 NM1261                          STATION RECOVERY (1999)
 NM1261
 NM1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1261'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1440 ***********************************************************************
 NM1440  DESIGNATION -  J 39
 NM1440  PID         -  NM1440
 NM1440  STATE/COUNTY-  NE/KNOX
 NM1440  USGS QUAD   -  BLOOMFIELD NE (1968)
 NM1440
 NM1440                         *CURRENT SURVEY CONTROL
 NM1440  ___________________________________________________________________
 NM1440* NAD 83(1986)-  42 43 42.     (N)    097 30 17.     (W)     SCALED    
 NM1440* NAVD 88     -       439.107  (meters)    1440.64   (feet)  ADJUSTED  
 NM1440  ___________________________________________________________________
 NM1440  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM1440  DYNAMIC HT  -         438.966 (meters)    1440.17  (feet)  COMP
 NM1440  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 NM1440
 NM1440  VERT ORDER  -  SECOND    CLASS 0
 NM1440
 NM1440.The horizontal coordinates were scaled from a topographic map and have
 NM1440.an estimated accuracy of +/- 6 seconds.
 NM1440
 NM1440.The orthometric height was determined by differential leveling
 NM1440.and adjusted by the National Geodetic Survey in June 1991..
 NM1440
 NM1440.The geoid height was determined by GEOID03.
 NM1440
 NM1440.The dynamic height is computed by dividing the NAVD 88
 NM1440.geopotential number by the normal gravity value computed on the
 NM1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1440.degrees latitude (g = 980.6199 gals.).
 NM1440
 NM1440.The modeled gravity was interpolated from observed gravity values.
 NM1440
 NM1440;                    North         East    Units  Estimated Accuracy
 NM1440;SPC NE       -   324,390.      704,310.      MT  (+/- 180 meters Scaled)
 NM1440
 NM1440                          SUPERSEDED SURVEY CONTROL
 NM1440
 NM1440  NGVD 29 (??/??/92)  438.894  (m)         1439.94   (f) ADJ UNCH    2 0
 NM1440
 NM1440.Superseded values are not recommended for survey control.
 NM1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1440.See file dsdata.txt to determine how the superseded data were derived.
 NM1440
 NM1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN224317(NAD 83)
 NM1440_MARKER: DB = BENCH MARK DISK
 NM1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1440_STAMPING: J-39-1934
 NM1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1440+STABILITY: SURFACE MOTION
 NM1440
 NM1440  HISTORY     - Date     Condition        Report By
 NM1440  HISTORY     - 1934     MONUMENTED       CGS
 NM1440
 NM1440                          STATION DESCRIPTION
 NM1440
 NM1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1440'AT CROFTON.
 NM1440'AT CROFTON, 58 YARDS NORTH OF CENTERLINE OF STATE HIGHWAY 12,
 NM1440'64 FEET SOUTHEAST OF CENTERLINE OF U.S. HIGHWAY 81, 124 FEET EAST
 NM1440'OF PHILLIPS OIL STA., 115 FEET SOUTH OF NORTH FORK IN HIGHWAY
 NM1440'(U.S. 81).  A STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES
 NM1440'HIGH, STAMPED J 39 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0447 ***********************************************************************
 NP0447  DESIGNATION -  J 4
 NP0447  PID         -  NP0447
 NP0447  STATE/COUNTY-  NE/SIOUX
 NP0447  USGS QUAD   -  ANDREWS (1980)
 NP0447
 NP0447                         *CURRENT SURVEY CONTROL
 NP0447  ___________________________________________________________________
 NP0447* NAD 83(1986)-  42 37 32.     (N)    103 43 41.     (W)     SCALED    
 NP0447* NAVD 88     -      1346.811  (meters)    4418.66   (feet)  ADJUSTED  
 NP0447  ___________________________________________________________________
 NP0447  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 NP0447  DYNAMIC HT  -        1346.031 (meters)    4416.10  (feet)  COMP
 NP0447  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 NP0447
 NP0447  VERT ORDER  -  FIRST     CLASS II
 NP0447
 NP0447.The horizontal coordinates were scaled from a topographic map and have
 NP0447.an estimated accuracy of +/- 6 seconds.
 NP0447
 NP0447.The orthometric height was determined by differential leveling
 NP0447.and adjusted by the National Geodetic Survey in June 1991..
 NP0447
 NP0447.The geoid height was determined by GEOID03.
 NP0447
 NP0447.The dynamic height is computed by dividing the NAVD 88
 NP0447.geopotential number by the normal gravity value computed on the
 NP0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0447.degrees latitude (g = 980.6199 gals.).
 NP0447
 NP0447.The modeled gravity was interpolated from observed gravity values.
 NP0447
 NP0447;                    North         East    Units  Estimated Accuracy
 NP0447;SPC NE       -   316,620.      194,310.      MT  (+/- 180 meters Scaled)
 NP0447
 NP0447                          SUPERSEDED SURVEY CONTROL
 NP0447
 NP0447  NGVD 29 (??/??/92) 1346.157  (m)         4416.52   (f) ADJ UNCH    1 2
 NP0447
 NP0447.Superseded values are not recommended for survey control.
 NP0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0447.See file dsdata.txt to determine how the superseded data were derived.
 NP0447
 NP0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH043200(NAD 83)
 NP0447_MARKER: H = DRILL HOLE
 NP0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0447_SP_SET: STONE POST
 NP0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0447+STABILITY: SURFACE MOTION
 NP0447
 NP0447  HISTORY     - Date     Condition        Report By
 NP0447  HISTORY     - UNK      MONUMENTED       CGS
 NP0447  HISTORY     - 1954     GOOD             NGS
 NP0447
 NP0447                          STATION DESCRIPTION
 NP0447
 NP0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NP0447'9.6 MI SE FROM HARRISON.
 NP0447'9.6 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0447'FROM THE STATION AT HARRISON, 0.5 MILE EAST OF THE ROAD CROSSING
 NP0447'AT ANDREWS, 6 1/2 POLES EAST OF MILEPOST 451, 140 FEET SOUTHEAST
 NP0447'OF THE SOUTH END OF A CULVERT, 37 FEET SOUTH OF THE SOUTH RAIL,
 NP0447'12 FEET NORTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, IN THE
 NP0447'TOP OF A STONE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 NP0447'SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1135 ***********************************************************************
 NM1135  DESIGNATION -  J 40
 NM1135  PID         -  NM1135
 NM1135  STATE/COUNTY-  NE/CEDAR
 NM1135  USGS QUAD   -  COLERIDGE (1968)
 NM1135
 NM1135                         *CURRENT SURVEY CONTROL
 NM1135  ___________________________________________________________________
 NM1135* NAD 83(1986)-  42 30 27.     (N)    097 12 12.     (W)     SCALED    
 NM1135* NAVD 88     -       472.570  (meters)    1550.42   (feet)  ADJUSTED  
 NM1135  ___________________________________________________________________
 NM1135  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 NM1135  DYNAMIC HT  -         472.399 (meters)    1549.86  (feet)  COMP
 NM1135  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 NM1135
 NM1135  VERT ORDER  -  SECOND    CLASS 0
 NM1135
 NM1135.The horizontal coordinates were scaled from a topographic map and have
 NM1135.an estimated accuracy of +/- 6 seconds.
 NM1135
 NM1135.The orthometric height was determined by differential leveling
 NM1135.and adjusted by the National Geodetic Survey in June 1991..
 NM1135
 NM1135.The geoid height was determined by GEOID03.
 NM1135
 NM1135.The dynamic height is computed by dividing the NAVD 88
 NM1135.geopotential number by the normal gravity value computed on the
 NM1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1135.degrees latitude (g = 980.6199 gals.).
 NM1135
 NM1135.The modeled gravity was interpolated from observed gravity values.
 NM1135
 NM1135;                    North         East    Units  Estimated Accuracy
 NM1135;SPC NE       -   300,630.      729,770.      MT  (+/- 180 meters Scaled)
 NM1135
 NM1135                          SUPERSEDED SURVEY CONTROL
 NM1135
 NM1135  NGVD 29 (??/??/92)  472.358  (m)         1549.73   (f) ADJ UNCH    2 0
 NM1135
 NM1135.Superseded values are not recommended for survey control.
 NM1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1135.See file dsdata.txt to determine how the superseded data were derived.
 NM1135
 NM1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN476076(NAD 83)
 NM1135_MARKER: DB = BENCH MARK DISK
 NM1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1135_STAMPING: J-40--1934
 NM1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1135+STABILITY: SURFACE MOTION
 NM1135
 NM1135  HISTORY     - Date     Condition        Report By
 NM1135  HISTORY     - 1934     MONUMENTED       CGS
 NM1135  HISTORY     - 1966     MARK NOT FOUND   USGS
 NM1135
 NM1135                          STATION DESCRIPTION
 NM1135
 NM1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1135'AT CALERIDGE.
 NM1135'IS LOCATED AT CALERIDGE, 87 YARDS NORTHWEST OF C.ST.P.M. AND
 NM1135'O.RWY. STATION, 20 YARDS NORTHWEST OF M.P. 24, 50.7 FEET WEST
 NM1135'OF CENTERLINE OF A STREET, 28.4 FEET NORTHEAST OF NORTHEAST
 NM1135'RAIL OF TRACKS, 26.1 FEET EAST OF SWITCH AND NORTHWEST END OF
 NM1135'A SIDE TRACK.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 NM1135'5 INCHES HIGH.
 NM1135
 NM1135                          STATION RECOVERY (1966)
 NM1135
 NM1135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM1135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0552 ***********************************************************************
 NP0552  DESIGNATION -  J 416
 NP0552  PID         -  NP0552
 NP0552  STATE/COUNTY-  NE/DAWES
 NP0552  USGS QUAD   -  HORN (1980)
 NP0552
 NP0552                         *CURRENT SURVEY CONTROL
 NP0552  ___________________________________________________________________
 NP0552* NAD 83(1986)-  42 48 52.     (N)    103 29 36.     (W)     SCALED    
 NP0552* NAVD 88     -      1132.932  (meters)    3716.96   (feet)  ADJUSTED  
 NP0552  ___________________________________________________________________
 NP0552  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 NP0552  DYNAMIC HT  -        1132.358 (meters)    3715.08  (feet)  COMP
 NP0552  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 NP0552
 NP0552  VERT ORDER  -  FIRST     CLASS II
 NP0552
 NP0552.The horizontal coordinates were scaled from a topographic map and have
 NP0552.an estimated accuracy of +/- 6 seconds.
 NP0552
 NP0552.The orthometric height was determined by differential leveling
 NP0552.and adjusted by the National Geodetic Survey in June 1991..
 NP0552
 NP0552.The geoid height was determined by GEOID03.
 NP0552
 NP0552.The dynamic height is computed by dividing the NAVD 88
 NP0552.geopotential number by the normal gravity value computed on the
 NP0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0552.degrees latitude (g = 980.6199 gals.).
 NP0552
 NP0552.The modeled gravity was interpolated from observed gravity values.
 NP0552
 NP0552;                    North         East    Units  Estimated Accuracy
 NP0552;SPC NE       -   336,780.      214,400.      MT  (+/- 180 meters Scaled)
 NP0552
 NP0552                          SUPERSEDED SURVEY CONTROL
 NP0552
 NP0552.No superseded survey control is available for this station.
 NP0552
 NP0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH231413(NAD 83)
 NP0552_MARKER: I = METAL ROD
 NP0552_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NP0552+WITH SETTING: INFORMATION.
 NP0552_SP_SET: SHALLOW-SET METAL ROD
 NP0552_STAMPING: J 416 1985
 NP0552_MARK LOGO: NGS   
 NP0552_PROJECTION: FLUSH
 NP0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0552_ROD/PIPE-DEPTH: 2.4  meters
 NP0552
 NP0552  HISTORY     - Date     Condition        Report By
 NP0552  HISTORY     - 1985     MONUMENTED       NGS
 NP0552
 NP0552                          STATION DESCRIPTION
 NP0552
 NP0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0552'20.4 KM (12.7 MI) NORTH FROM CRAWFORD.
 NP0552'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0552'THE JUNCTION OF MAIN STREET AT CRWAFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0552'ALONG STATE ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL
 NP0552'ROAD, THENCE 3.7 KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16
 NP0552'KM 0.1 MI) EAST ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN
 NP0552'RAILROAD CROSSING, THENCE 8.6 KM (5.35 MI) NORTHWEST ALONG THE EAST
 NP0552'SIDE OF THE TRACKS ON A GRAVEL ROAD, NEAR A SWITCH BOX, 17.4 METERS
 NP0552'(57 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 21.6 METERS (71 FT)
 NP0552'NORTHEAST OF THE NORTHEAST RAIL, 20.9 METERS (68.6 FT) EAST OF THE
 NP0552'SOUTHEAST CORNER OF THE SWITCH BOX, 4.3 METERS (14 FT) SOUTHEAST OF A
 NP0552'GUY ANCHOR AND 1.7 METERS (5.6 FT) NORTHWEST OF A GUYED POWER POLE.
 NP0552'ROD SET TO 8 FOOT ANCHORED REFUSAL.
 NP0552'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NP0552'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0343 ***********************************************************************
 MN0343  CBN         -  This is a Cooperative Base Network Control Station.
 MN0343  DESIGNATION -  J 417
 MN0343  PID         -  MN0343
 MN0343  STATE/COUNTY-  NE/MORRILL
 MN0343  USGS QUAD   -  ANGORA (1965)
 MN0343
 MN0343                         *CURRENT SURVEY CONTROL
 MN0343  ___________________________________________________________________
 MN0343* NAD 83(1995)-  41 49 12.47616(N)    103 08 39.85297(W)     ADJUSTED  
 MN0343* NAVD 88     -      1290.071  (meters)    4232.51   (feet)  ADJUSTED  
 MN0343  ___________________________________________________________________
 MN0343  X           -  -1,082,746.358 (meters)                     COMP
 MN0343  Y           -  -4,636,544.987 (meters)                     COMP
 MN0343  Z           -   4,231,583.541 (meters)                     COMP
 MN0343  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 MN0343  ELLIP HEIGHT-        1270.78  (meters)          (09/24/01) GPS OBS
 MN0343  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 MN0343  DYNAMIC HT  -        1289.224 (meters)    4229.73  (feet)  COMP
 MN0343  MODELED GRAV-     979,921.3   (mgal)                       NAVD 88
 MN0343
 MN0343  HORZ ORDER  -  B
 MN0343  VERT ORDER  -  FIRST     CLASS II
 MN0343  ELLP ORDER  -  FOURTH    CLASS I
 MN0343
 MN0343.The horizontal coordinates were established by GPS observations
 MN0343.and adjusted by the National Geodetic Survey in June 1996..
 MN0343
 MN0343.The orthometric height was determined by differential leveling
 MN0343.and adjusted by the National Geodetic Survey in June 1991..
 MN0343
 MN0343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0343
 MN0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0343
 MN0343.The ellipsoidal height was determined by GPS observations
 MN0343.and is referenced to NAD 83.
 MN0343
 MN0343.The geoid height was determined by GEOID03.
 MN0343
 MN0343.The dynamic height is computed by dividing the NAVD 88
 MN0343.geopotential number by the normal gravity value computed on the
 MN0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0343.degrees latitude (g = 980.6199 gals.).
 MN0343
 MN0343.The modeled gravity was interpolated from observed gravity values.
 MN0343
 MN0343;                    North         East     Units Scale Factor Converg.
 MN0343;SPC NE       -   225,334.714   238,894.249   MT  0.99967360   -2 05 01.6
 MN0343;UTM  13      - 4,631,470.353   654,111.128   MT  0.99989226   +1 14 15.2
 MN0343
 MN0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0343!SPC NE       -   0.99980072  x   0.99967360  =   0.99947439
 MN0343!UTM  13      -   0.99980072  x   0.99989226  =   0.99969301
 MN0343
 MN0343                          SUPERSEDED SURVEY CONTROL
 MN0343
 MN0343  ELLIP H (06/25/96) 1270.83   (m)                       GP(       ) 1 1
 MN0343  ELLIP H (01/07/93) 1270.91   (m)                       GP(       ) 4 2
 MN0343  NAD 83(1986)-  41 49 12.46998(N)    103 08 39.85167(W) AD(       ) 1
 MN0343  NAVD 88 (06/25/96) 1290.07   (m)         4232.5    (f) LEVELING    3  
 MN0343  NGVD 29 (02/23/90) 1289.49   (m)         4230.6    (f) LEVELING    3  
 MN0343
 MN0343.Superseded values are not recommended for survey control.
 MN0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0343.See file dsdata.txt to determine how the superseded data were derived.
 MN0343
 MN0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5411131470(NAD 83)
 MN0343_MARKER: I = METAL ROD
 MN0343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0343_SP_SET: STAINLESS STEEL ROD
 MN0343_STAMPING: J 417 1985
 MN0343_MARK LOGO: NGS   
 MN0343_PROJECTION: FLUSH
 MN0343_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0343+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1995
 MN0343_ROD/PIPE-DEPTH: 3.2  meters
 MN0343
 MN0343  HISTORY     - Date     Condition        Report By
 MN0343  HISTORY     - 1985     MONUMENTED       NGS
 MN0343  HISTORY     - 19890712 GOOD             NGS
 MN0343  HISTORY     - 19950516 GOOD             NGS
 MN0343
 MN0343                          STATION DESCRIPTION
 MN0343
 MN0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0343'4.1 KM (2.55 MI) SW FROM ANGORA.
 MN0343'0.08 KM (0.05 MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 MN0343'ANGORA, THENCE 4.02 KM (2.5 MI) SOUTHWEST ALONG US HIGHWAY 385, 0.16
 MN0343'KM (0.1 MI) SOUTHWEST OF A T JUNCTION POWER LINE POLE, 1.13 KM (0.7
 MN0343'MI) NORTHEAST OF THE JUNCTION OF COUNTY ROAD 62 A LINK, 22.6 METERS
 MN0343'(7 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 9.8 METERS (32 FT)
 MN0343'SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER AND 0.6 METER (2.1 FT)
 MN0343'NORTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MN0343'5-INCH LOGO CAP.
 MN0343'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 MN0343'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MN0343
 MN0343                          STATION RECOVERY (1989)
 MN0343
 MN0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0343'THE STATION IS LOCATED ABOUT 18.5 KM (11.50 MI) NORTH OF BRIDGEPORT, 4
 MN0343'KM (2.50 MI) SOUTHWEST OF ANGORA, 1.1 KM (0.70 MI) NORTHEAST OF THE
 MN0343'JUNCTION OF U.S. HIGWAY 385 AND STATE ROUTE 62A LINK ALONG THE HIGHWAY
 MN0343'RIGHT-OF-WAY.  OWNERSHIP--NE DEPT OF ROADS.
 MN0343'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 385 AND STATE
 MN0343'ROUTE 62A LINK, GO NORTHEAST ON U.S. HIGHWAY 385 FOR 1.07 KM
 MN0343'(0.65 MI) TO THE STATION ON THE RIGHT.
 MN0343'THE STATION MARK IS A NGS DATUM CAP CRIMPED TO A ROD INSIDE A NGS LOGO
 MN0343'COVER STAMPED ---J 417 1985--- AND SET 59 M (193.6 FT) NORTH OF A
 MN0343'CABLE GUARD RAIL, 22.5 M (73.8 FT) EAST OF AND LEVEL WITH THE HIGHWAY,
 MN0343'10.0 M (32.8 FT) WOUTH OF A RIGHT-OF-WAY POST AT THE CENTER ONE OF
 MN0343'THREE FENCE BRACES POSTS, 0.8 M (2.6 FT) WEST OF A FENCE AND 0.3 M
 MN0343'(1.0 FT) NORTH OF A WITNESS POST.
 MN0343'DESCRIBED BY G.R.HEID, EDITED BY R.D.BALL AND E.A.RICE.
 MN0343
 MN0343                          STATION RECOVERY (1995)
 MN0343
 MN0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MN0343'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF ANGORA, 0.75 MI
 MN0343'(1.21 KM) NORTHEAST OF THE JUNCTION OF STATE ROAD 62A LINK, ON THE
 MN0343'EAST RIGHT-OF-WAY OF U.S. HIGHWAY 385 AND IN THE SW 1/4, SEC5, T21N,
 MN0343'R50W, 0.1 MI (0.2 KM) SOUTHWEST OF WHERE A POWERLINE CROSSES OVER THE
 MN0343'HIGHWAY.  TO REACH THE MARK FROM THE ANGORA POST OFFICE, GO EAST FOR
 MN0343'0.05 MI (0.08 KM) TO U.S. HIGHWAY 385.  TURN RIGHT AND GO SOUTHWEST ON
 MN0343'THE HIGHWAY FOR 2.5 MI (4.0 KM) TO THE MARK ON THE LEFT.  THE MARK IS
 MN0343'A STAINLESS STEEL ROD SET WITHIN A 5-INCH PVC PIPE WITH A LOGO CAP
 MN0343'THAT PROJECTS ABOUT 0.2 FT (6.1 CM) ABOVE THE GROUND.  IT IS 123.2 FT
 MN0343'(37.6 M) EAST-SOUTHEAST OF THE NORTH END OF A METAL CULVERT UNDER A
 MN0343'FIELD DRIVE ON THE NORTHWEST SIDE OF THE HIGHWAY, 74.0 FT (22.6 M)
 MN0343'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 32.6 FT (9.9 M) SOUTHWEST
 MN0343'OF A CONCRETE RIGHT-OF-WAY MARKER, 31.7 FT (9.7 M) SOUTHWEST OF A
 MN0343'DOUBLE-BRACED FENCE POST IN THE RIGHT-OF-WAY FENCE, 2.1 FT (0.6 M)
 MN0343'NORTHWEST OF THE FENCE AND 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0373 ***********************************************************************
 MN0373  DESIGNATION -  J 418
 MN0373  PID         -  MN0373
 MN0373  STATE/COUNTY-  NE/CHEYENNE
 MN0373  USGS QUAD   -  GURLEY (1972)
 MN0373
 MN0373                         *CURRENT SURVEY CONTROL
 MN0373  ___________________________________________________________________
 MN0373* NAD 83(1986)-  41 15 39.     (N)    102 58 25.     (W)     SCALED    
 MN0373* NAVD 88     -      1295.379  (meters)    4249.92   (feet)  ADJUSTED  
 MN0373  ___________________________________________________________________
 MN0373  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 MN0373  DYNAMIC HT  -        1294.465 (meters)    4246.92  (feet)  COMP
 MN0373  MODELED GRAV-     979,872.9   (mgal)                       NAVD 88
 MN0373
 MN0373  VERT ORDER  -  FIRST     CLASS II
 MN0373
 MN0373.The horizontal coordinates were scaled from a topographic map and have
 MN0373.an estimated accuracy of +/- 6 seconds.
 MN0373
 MN0373.The orthometric height was determined by differential leveling
 MN0373.and adjusted by the National Geodetic Survey in June 1991..
 MN0373
 MN0373.The geoid height was determined by GEOID03.
 MN0373
 MN0373.The dynamic height is computed by dividing the NAVD 88
 MN0373.geopotential number by the normal gravity value computed on the
 MN0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0373.degrees latitude (g = 980.6199 gals.).
 MN0373
 MN0373.The modeled gravity was interpolated from observed gravity values.
 MN0373
 MN0373;                    North         East    Units  Estimated Accuracy
 MN0373;SPC NE       -   162,770.      250,940.      MT  (+/- 180 meters Scaled)
 MN0373
 MN0373                          SUPERSEDED SURVEY CONTROL
 MN0373
 MN0373.No superseded survey control is available for this station.
 MN0373
 MN0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF697696(NAD 83)
 MN0373_MARKER: I = METAL ROD
 MN0373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0373_SP_SET: STAINLESS STEEL ROD
 MN0373_STAMPING: J 418 1985
 MN0373_MARK LOGO: NGS   
 MN0373_PROJECTION: FLUSH
 MN0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0373_ROD/PIPE-DEPTH: 5.2  meters
 MN0373
 MN0373  HISTORY     - Date     Condition        Report By
 MN0373  HISTORY     - 1985     MONUMENTED       NGS
 MN0373
 MN0373                          STATION DESCRIPTION
 MN0373
 MN0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0373'6.8 KM (4.2 MI) SOUTH FROM GURLEY.
 MN0373'6.8 KM (4.2 MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN
 MN0373'STREET AT GURLEY, AT THE NORTH EDGE OF A HISTORICAL MARKER AND SMALL
 MN0373'PICNIC AREA, 26.5 METERS (89 FT) WEST OF THE HIGHWAY CENTERLINE, 11.6
 MN0373'METERS (38 FT) NORTHWEST OF THE CENTER OF AN ASPHALT TURN AROUND ROAD,
 MN0373'29.3 METERS (96 FT) NORTH-NORTHEAST OF THE NORTH LEG OF THE MARKER,
 MN0373'0.3 METER (1 FT) NORTH OF AN IRON FENCE POST AND 18.8 METERS (61.7 FT)
 MN0373'EAST OF THE EAST RAIL OF THE BURLINGTON NORTHERN RAILROAD.
 MN0373'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0373'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 MN0373'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0392 ***********************************************************************
 MN0392  DESIGNATION -  J 422
 MN0392  PID         -  MN0392
 MN0392  STATE/COUNTY-  NE/KEITH
 MN0392  USGS QUAD   -  BIG SPRINGS (1961)
 MN0392
 MN0392                         *CURRENT SURVEY CONTROL
 MN0392  ___________________________________________________________________
 MN0392* NAD 83(1986)-  41 04 28.     (N)    102 00 40.     (W)     SCALED    
 MN0392* NAVD 88     -      1018.447  (meters)    3341.35   (feet)  ADJUSTED  
 MN0392  ___________________________________________________________________
 MN0392  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 MN0392  DYNAMIC HT  -        1017.798 (meters)    3339.23  (feet)  COMP
 MN0392  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 MN0392
 MN0392  VERT ORDER  -  FIRST     CLASS II
 MN0392
 MN0392.The horizontal coordinates were scaled from a topographic map and have
 MN0392.an estimated accuracy of +/- 6 seconds.
 MN0392
 MN0392.The orthometric height was determined by differential leveling
 MN0392.and adjusted by the National Geodetic Survey in June 1991..
 MN0392
 MN0392.The geoid height was determined by GEOID03.
 MN0392
 MN0392.The dynamic height is computed by dividing the NAVD 88
 MN0392.geopotential number by the normal gravity value computed on the
 MN0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0392.degrees latitude (g = 980.6199 gals.).
 MN0392
 MN0392.The modeled gravity was interpolated from observed gravity values.
 MN0392
 MN0392;                    North         East    Units  Estimated Accuracy
 MN0392;SPC NE       -   139,760.      331,050.      MT  (+/- 180 meters Scaled)
 MN0392
 MN0392                          SUPERSEDED SURVEY CONTROL
 MN0392
 MN0392  NGVD 29 (02/14/92) 1017.995  (m)         3339.87   (f) ADJUSTED    1 2
 MN0392
 MN0392.Superseded values are not recommended for survey control.
 MN0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0392.See file dsdata.txt to determine how the superseded data were derived.
 MN0392
 MN0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF511513(NAD 83)
 MN0392_MARKER: I = METAL ROD
 MN0392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0392_SP_SET: STAINLESS STEEL ROD
 MN0392_STAMPING: J 422 1986
 MN0392_MARK LOGO: NGS   
 MN0392_PROJECTION: FLUSH
 MN0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0392_ROD/PIPE-DEPTH: 12.5 meters
 MN0392
 MN0392  HISTORY     - Date     Condition        Report By
 MN0392  HISTORY     - 1986     MONUMENTED       NGS
 MN0392
 MN0392                          STATION DESCRIPTION
 MN0392
 MN0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MN0392'6.0 KM (3.7 MI) EAST FROM BIG SPRINGS.
 MN0392'6.0 KM (3.75 MI) EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE
 MN0392'ROUTE 25 B IN BIG SPRINGS, AT A TRACK ROAD LEADING SOUTH OVER THE
 MN0392'UNION PACIFIC RAILROAD TO AN IRON GATE, 12.2 METERS (40 FT) SOUTH OF
 MN0392'THE CENTER OF THE GRAVEL ROAD, 4.6 METERS (15 FT) WEST OF THE CENTER
 MN0392'OF THE TRACK ROAD, 32.6 METERS (107 FT) NORTH OF THE NORTH RAIL OF TH
 MN0392'UNION PACIFIC RAILROAD AND 27.4 METERS (90 FT) NORTH-NORTHEAST OF
 MN0392'CENTER OF THE NORTH END OF THE MOST EAST 1 OF 2 48-INCH METAL PIPE
 MN0392'CULVERTS UNDER THE RAILROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 MN0392'THROUGH A 5-INCH LOGO CAP.
 MN0392'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MN0392'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0958 ***********************************************************************
 LH0958  DESIGNATION -  J 423
 LH0958  PID         -  LH0958
 LH0958  STATE/COUNTY-  NE/FURNAS
 LH0958  USGS QUAD   -  HENDLEY (1958)
 LH0958
 LH0958                         *CURRENT SURVEY CONTROL
 LH0958  ___________________________________________________________________
 LH0958* NAD 83(1986)-  40 11 24.     (N)    099 53 30.     (W)     SCALED    
 LH0958* NAVD 88     -       718.158  (meters)    2356.16   (feet)  ADJUSTED  
 LH0958  ___________________________________________________________________
 LH0958  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 LH0958  DYNAMIC HT  -         717.700 (meters)    2354.65  (feet)  COMP
 LH0958  MODELED GRAV-     979,963.9   (mgal)                       NAVD 88
 LH0958
 LH0958  VERT ORDER  -  FIRST     CLASS II
 LH0958
 LH0958.The horizontal coordinates were scaled from a topographic map and have
 LH0958.an estimated accuracy of +/- 6 seconds.
 LH0958
 LH0958.The orthometric height was determined by differential leveling
 LH0958.and adjusted by the National Geodetic Survey in June 1991..
 LH0958
 LH0958.The geoid height was determined by GEOID03.
 LH0958
 LH0958.The dynamic height is computed by dividing the NAVD 88
 LH0958.geopotential number by the normal gravity value computed on the
 LH0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0958.degrees latitude (g = 980.6199 gals.).
 LH0958
 LH0958.The modeled gravity was interpolated from observed gravity values.
 LH0958
 LH0958;                    North         East    Units  Estimated Accuracy
 LH0958;SPC NE       -    39,610.      509,230.      MT  (+/- 180 meters Scaled)
 LH0958
 LH0958                          SUPERSEDED SURVEY CONTROL
 LH0958
 LH0958  NGVD 29 (02/14/92)  717.873  (m)         2355.22   (f) ADJUSTED    1 2
 LH0958
 LH0958.Superseded values are not recommended for survey control.
 LH0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0958.See file dsdata.txt to determine how the superseded data were derived.
 LH0958
 LH0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240492(NAD 83)
 LH0958_MARKER: I = METAL ROD
 LH0958_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0958_SP_SET: STAINLESS STEEL ROD
 LH0958_STAMPING: J 423 1986
 LH0958_MARK LOGO: NGS   
 LH0958_PROJECTION: FLUSH
 LH0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0958_ROD/PIPE-DEPTH: 12.2 meters
 LH0958
 LH0958  HISTORY     - Date     Condition        Report By
 LH0958  HISTORY     - 1986     MONUMENTED       NGS
 LH0958
 LH0958                          STATION DESCRIPTION
 LH0958
 LH0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0958'13.0 KM (8.1 MI) SOUTH FROM ARAPAHOE.
 LH0958'13.05 KM (8.15 MI) SOUTH ALONG US HGIHWAY 283 FROM THE JUNCTION OF US
 LH0958'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE NORTHWEST CORNER OF THE T
 LH0958'JUNCTION OF A DIRT ROAD LEADING WEST, 32.9 METERS (108 FT) WEST OF THE
 LH0958'HIGHWAY CENTERLINE, 50.6 METERS (166 FT) NORTHWEST ACROSS THE HIGHWAY
 LH0958'FROM MILEPOST 13, 11.1 METERS (36.5 FT) NORTH OF THE CENTER OF THE
 LH0958'ROAD, 5.2 METERS (17 FT) NORTH OF A FENCE CORNER AND 0.3 METER (1 FT)
 LH0958'EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LH0958'THROUGH A 5-INCH LOGO CAP.
 LH0958'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0958'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0314 ***********************************************************************
 MM0314  DESIGNATION -  J 424
 MM0314  PID         -  MM0314
 MM0314  STATE/COUNTY-  NE/LINCOLN
 MM0314  USGS QUAD   -  HERSHEY WEST (1971)
 MM0314
 MM0314                         *CURRENT SURVEY CONTROL
 MM0314  ___________________________________________________________________
 MM0314* NAD 83(1986)-  41 09 49.     (N)    101 03 53.     (W)     SCALED    
 MM0314* NAVD 88     -       892.646  (meters)    2928.62   (feet)  ADJUSTED  
 MM0314  ___________________________________________________________________
 MM0314  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 MM0314  DYNAMIC HT  -         892.111 (meters)    2926.87  (feet)  COMP
 MM0314  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 MM0314
 MM0314  VERT ORDER  -  FIRST     CLASS II
 MM0314
 MM0314.The horizontal coordinates were scaled from a topographic map and have
 MM0314.an estimated accuracy of +/- 6 seconds.
 MM0314
 MM0314.The orthometric height was determined by differential leveling
 MM0314.and adjusted by the National Geodetic Survey in June 1991..
 MM0314
 MM0314.The geoid height was determined by GEOID03.
 MM0314
 MM0314.The dynamic height is computed by dividing the NAVD 88
 MM0314.geopotential number by the normal gravity value computed on the
 MM0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0314.degrees latitude (g = 980.6199 gals.).
 MM0314
 MM0314.The modeled gravity was interpolated from observed gravity values.
 MM0314
 MM0314;                    North         East    Units  Estimated Accuracy
 MM0314;SPC NE       -   148,250.      410,670.      MT  (+/- 180 meters Scaled)
 MM0314
 MM0314                          SUPERSEDED SURVEY CONTROL
 MM0314
 MM0314  NGVD 29 (02/14/92)  892.258  (m)         2927.35   (f) ADJUSTED    1 2
 MM0314
 MM0314.Superseded values are not recommended for survey control.
 MM0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0314.See file dsdata.txt to determine how the superseded data were derived.
 MM0314
 MM0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL267589(NAD 83)
 MM0314_MARKER: I = METAL ROD
 MM0314_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0314_SP_SET: STAINLESS STEEL ROD
 MM0314_STAMPING: J 424 1986
 MM0314_MARK LOGO: NGS   
 MM0314_PROJECTION: FLUSH
 MM0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0314_ROD/PIPE-DEPTH: 9.7  meters
 MM0314
 MM0314  HISTORY     - Date     Condition        Report By
 MM0314  HISTORY     - 1986     MONUMENTED       NGS
 MM0314
 MM0314                          STATION DESCRIPTION
 MM0314
 MM0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0314'5.3 KM (3.3 MI) EAST FROM SUTHERLAND.
 MM0314'5.32 KM (3.33 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0314'HIGHWAY 25 SOUTH AT SUTHERLAND, IN THE NORTHWEST CORNER OF THE T
 MM0314'JUNCTION OF A FIELD ENTRANCE ROAD, 0.08 KM (0.05 MI) WEST OF MILEPOST
 MM0314'161, 9.8 METERS (32.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.0 METERS
 MM0314'(16.5 FT) WEST OF THE CENTER OF THE ROAD, 0.4 METER (1.5 FT) SOUTH OF
 MM0314'A FENCE AND 0.3 METER (1 FT) WEST OF A CONCRETE RIGHT OF WAY MARKER.
 MM0314'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0314'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0314'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0991 ***********************************************************************
 LH0991  DESIGNATION -  J 425
 LH0991  PID         -  LH0991
 LH0991  STATE/COUNTY-  NE/DAWSON
 LH0991  USGS QUAD   -  LEXINGTON EAST (1983)
 LH0991
 LH0991                         *CURRENT SURVEY CONTROL
 LH0991  ___________________________________________________________________
 LH0991* NAD 83(1986)-  40 46 26.     (N)    099 44 28.     (W)     SCALED    
 LH0991* NAVD 88     -       728.376  (meters)    2389.68   (feet)  ADJUSTED  
 LH0991  ___________________________________________________________________
 LH0991  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 LH0991  DYNAMIC HT  -         727.950 (meters)    2388.28  (feet)  COMP
 LH0991  MODELED GRAV-     980,015.6   (mgal)                       NAVD 88
 LH0991
 LH0991  VERT ORDER  -  FIRST     CLASS II
 LH0991
 LH0991.The horizontal coordinates were scaled from a topographic map and have
 LH0991.an estimated accuracy of +/- 6 seconds.
 LH0991
 LH0991.The orthometric height was determined by differential leveling
 LH0991.and adjusted by the National Geodetic Survey in June 1991..
 LH0991
 LH0991.The geoid height was determined by GEOID03.
 LH0991
 LH0991.The dynamic height is computed by dividing the NAVD 88
 LH0991.geopotential number by the normal gravity value computed on the
 LH0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0991.degrees latitude (g = 980.6199 gals.).
 LH0991
 LH0991.The modeled gravity was interpolated from observed gravity values.
 LH0991
 LH0991;                    North         East    Units  Estimated Accuracy
 LH0991;SPC NE       -   104,460.      521,850.      MT  (+/- 180 meters Scaled)
 LH0991
 LH0991                          SUPERSEDED SURVEY CONTROL
 LH0991
 LH0991  NGVD 29 (02/14/92)  728.101  (m)         2388.78   (f) ADJUSTED    1 2
 LH0991
 LH0991.Superseded values are not recommended for survey control.
 LH0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0991.See file dsdata.txt to determine how the superseded data were derived.
 LH0991
 LH0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML374139(NAD 83)
 LH0991_MARKER: I = METAL ROD
 LH0991_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH0991_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LH0991_STAMPING: J 425 1986
 LH0991_MARK LOGO: NGS   
 LH0991_PROJECTION: FLUSH
 LH0991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0991+STABILITY: POSITION/ELEVATION WELL
 LH0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0991+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 LH0991_ROD/PIPE-DEPTH: 11.5 meters
 LH0991_SLEEVE-DEPTH  : 6.4 meters
 LH0991
 LH0991  HISTORY     - Date     Condition        Report By
 LH0991  HISTORY     - 1986     MONUMENTED       NGS
 LH0991  HISTORY     - 19910920 GOOD             NGS
 LH0991  HISTORY     - 20060514 GOOD             GEOCAC
 LH0991
 LH0991                          STATION DESCRIPTION
 LH0991
 LH0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0991'0.5 KM (0.3 MI) SOUTH FROM LEXINGTON.
 LH0991'THE MARK IS ABOVE LEVEL WITH THE STREET.
 LH0991'0.25 KM (0.15 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE US HIGHWAY
 LH0991'283 OVERPASS BRIDGE IN LEXINGTON, THENCE 0.3 KM (0.2 MI) SOUTH ALONG
 LH0991'WASHINGTON STREET, AT THE T JUNCTION OF SPRUCE STREET, IN THE
 LH0991'NORTHWEST CORNER OF ARBOR PARK, 3.8 METERS (12.5 FT) EAST OF THE EAST
 LH0991'CURB OF WASHINGTON STREET, 23.6 METERS (77.5 FT) SOUTHWEST OF THE
 LH0991'SOUTHWEST CORNER OF THE NATIONAL GUARD BUILDING, 2.4 METERS (8 FT)
 LH0991'SOUTH OF THE EXTENDED CENTER OF SPRUCE STREET AND 1.2 METERS (4 FT)
 LH0991'SOUTH OF THE EAST 1 OF 2 POST FOR THE ARBOR PARK SIGN.  NOTE--ACCESS
 LH0991'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0991
 LH0991                          STATION RECOVERY (1991)
 LH0991
 LH0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0991'IN LEXINGTON, AT THE INTERSECTION OF WASHINGTON AND SPRUCE STREETS
 LH0991'NEAR THE NORTHWEST CORNER OF ARBOR PARK, 23.6 M (77.4 FT) SOUTHWEST
 LH0991'OF THE SOUTHWEST CORNER OF THE NATIONAL GUARD BUILDING, 9.8 M (32.2
 LH0991'FT) EAST OF AND LEVEL WITH THE CENTERLINE OF WASHINGTON STREET, 2.5 M
 LH0991'(8.2 FT) EAST OF THE EAST EDGE OF A SIDEWALK, 2.4 M (7.9 FT) SOUTH OF
 LH0991'THE EXTENDED CENTER OF SPRUCE STREET, AND 1.0 M (3.3 FT) SOUTH OF THE
 LH0991'EAST LEG OF A SIGN (ARBOR PARK).  NOTE--ACCESS TO THE DATUM POINT IS
 LH0991'THROUGH A 5-INCH LOGO CAP.
 LH0991
 LH0991                          STATION RECOVERY (2006)
 LH0991
 LH0991'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0991'HANDHELD COORDINATES ARE N40-46-26.28 W099-44-29.28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0348 ***********************************************************************
 LJ0348  DESIGNATION -  J 426
 LJ0348  PID         -  LJ0348
 LJ0348  STATE/COUNTY-  NE/DAWSON
 LJ0348  USGS QUAD   -  WILLOW ISLAND (1970)
 LJ0348
 LJ0348                         *CURRENT SURVEY CONTROL
 LJ0348  ___________________________________________________________________
 LJ0348* NAD 83(1986)-  40 53 09.     (N)    100 03 53.     (W)     SCALED    
 LJ0348* NAVD 88     -       768.866  (meters)    2522.52   (feet)  ADJUSTED  
 LJ0348  ___________________________________________________________________
 LJ0348  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 LJ0348  DYNAMIC HT  -         768.413 (meters)    2521.03  (feet)  COMP
 LJ0348  MODELED GRAV-     980,008.4   (mgal)                       NAVD 88
 LJ0348
 LJ0348  VERT ORDER  -  FIRST     CLASS II
 LJ0348
 LJ0348.The horizontal coordinates were scaled from a topographic map and have
 LJ0348.an estimated accuracy of +/- 6 seconds.
 LJ0348
 LJ0348.The orthometric height was determined by differential leveling
 LJ0348.and adjusted by the National Geodetic Survey in June 1991..
 LJ0348
 LJ0348.The geoid height was determined by GEOID03.
 LJ0348
 LJ0348.The dynamic height is computed by dividing the NAVD 88
 LJ0348.geopotential number by the normal gravity value computed on the
 LJ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0348.degrees latitude (g = 980.6199 gals.).
 LJ0348
 LJ0348.The modeled gravity was interpolated from observed gravity values.
 LJ0348
 LJ0348;                    North         East    Units  Estimated Accuracy
 LJ0348;SPC NE       -   116,860.      494,550.      MT  (+/- 180 meters Scaled)
 LJ0348
 LJ0348                          SUPERSEDED SURVEY CONTROL
 LJ0348
 LJ0348  NGVD 29 (02/14/92)  768.562  (m)         2521.52   (f) ADJUSTED    1 2
 LJ0348
 LJ0348.Superseded values are not recommended for survey control.
 LJ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0348.See file dsdata.txt to determine how the superseded data were derived.
 LJ0348
 LJ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML103266(NAD 83)
 LJ0348_MARKER: F = FLANGE-ENCASED ROD
 LJ0348_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0348_SP_SET: STAINLESS STEEL ROD
 LJ0348_STAMPING: J 426 1986
 LJ0348_MARK LOGO: NGS   
 LJ0348_PROJECTION: FLUSH
 LJ0348_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0348_ROD/PIPE-DEPTH: 12.8 meters
 LJ0348
 LJ0348  HISTORY     - Date     Condition        Report By
 LJ0348  HISTORY     - 1986     MONUMENTED       NGS
 LJ0348  HISTORY     - 19990311 GOOD             LOCSUR
 LJ0348
 LJ0348                          STATION DESCRIPTION
 LJ0348
 LJ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0348'7.4 KM (4.6 MI) NW FROM COZAD.
 LJ0348'7.38 KM (4.58 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC
 LJ0348'RAILROAD STATION AT COZAD, AT THE 5TH TELEPHONE POLE NORTHWEST OF
 LJ0348'RAILROAD MILEPOLE 243, 57.2 METERS (187.8 FT) SOUTHWEST OF THE HIGHWAY
 LJ0348'CENTERLINE, 12.9 METERS (42.2 FT) NORTHEAST OF THE NORTHEAST RAIL OF
 LJ0348'THE NORTHEAST SET OF TRACKS OF THE UNION PACIFIC RAILROAD AND 1.0
 LJ0348'METER (3.3 FT) NORTHWEST OF A GUYED TELEPHONE POLE.  NOTE--ACCESS TO
 LJ0348'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0348'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LJ0348'THE MARK IS 1.0 M BELOW THE TRACKS.
 LJ0348
 LJ0348                          STATION RECOVERY (1999)
 LJ0348
 LJ0348'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (UNK)
 LJ0348'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LJ0348'CONSTRUCTION.  BENCH MARK J426 RESET, IN 1999, HAS BEEN ESTABLISHED
 LJ0348'NEARBY.  FOR ADDITIONAL DETAILS SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9329 ***********************************************************************
 AI9329  DESIGNATION -  J 426 RESET
 AI9329  PID         -  AI9329
 AI9329  STATE/COUNTY-  NE/DAWSON
 AI9329  USGS QUAD   -  WILLOW ISLAND (1970)
 AI9329
 AI9329                         *CURRENT SURVEY CONTROL
 AI9329  ___________________________________________________________________
 AI9329* NAD 83(1986)-  40 53 09.     (N)    100 03 53.     (W)     SCALED    
 AI9329* NAVD 88     -       769.06   (meters)    2523.2    (feet)  RESET     
 AI9329  ___________________________________________________________________
 AI9329  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AI9329
 AI9329  VERT ORDER  -  THIRD
 AI9329
 AI9329.The horizontal coordinates were scaled from a topographic map and have
 AI9329.an estimated accuracy of +/- 6 seconds.
 AI9329
 AI9329.The orthometric height was computed from unverified reset data.
 AI9329.No vertical observational check was made to the station.
 AI9329
 AI9329.The geoid height was determined by GEOID03.
 AI9329
 AI9329;                    North         East    Units  Estimated Accuracy
 AI9329;SPC NE       -   116,860.      494,550.      MT  (+/- 180 meters Scaled)
 AI9329
 AI9329                          SUPERSEDED SURVEY CONTROL
 AI9329
 AI9329.No superseded survey control is available for this station.
 AI9329
 AI9329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML103266(NAD 83)
 AI9329_MARKER: DV = VERTICAL CONTROL DISK
 AI9329_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9329_SP_SET: CULVERT HEADWALL
 AI9329_STAMPING: J 426 RESET 1999
 AI9329_MARK LOGO: NGS   
 AI9329_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9329+STABILITY: SURFACE MOTION
 AI9329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9329+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9329
 AI9329  HISTORY     - Date     Condition        Report By
 AI9329  HISTORY     - 1999     MONUMENTED       LOCSUR
 AI9329
 AI9329                          STATION DESCRIPTION
 AI9329
 AI9329'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (UNK)
 AI9329'TO REACH FROM THE UNION PACIFIC RAILROAD CROSSING OF COUNTY ROAD 416,
 AI9329'AT THE GRAIN ELEVATOR IN WILLOW ISLAND, GO EAST ALONG THE RAILROAD
 AI9329'ACCESS ROAD ON THE NORTH SIDE OF THE TRACKS FOR 0.5 MI (0.8 KM) TO THE
 AI9329'MARK ON THE RIGHT, IN THE CENTER OF THE TOP OF THE NORTH HEADWALL OF A
 AI9329'CONCRETE CULVERT UNDER THE TRACKS, ABOUT 200 FT (61.0 M)
 AI9329'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND IN THE NW1/4,
 AI9329'SEC33, T11N, R24W.  IT IS 26.60 FT (8.11 M) NORTH-NORTHEAST OF THE
 AI9329'NORTHERNMOST RAIL OF 3 SETS OF TRACKS, 3.05 FT (0.93 M) NORTHWEST OF A
 AI9329'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2126 ***********************************************************************
 MK2126  DESIGNATION -  J 428
 MK2126  PID         -  MK2126
 MK2126  STATE/COUNTY-  NE/DOUGLAS
 MK2126  USGS QUAD   -  IRVINGTON (1984)
 MK2126
 MK2126                         *CURRENT SURVEY CONTROL
 MK2126  ___________________________________________________________________
 MK2126* NAD 83(1986)-  41 16 41.     (N)    096 04 34.     (W)     SCALED    
 MK2126* NAVD 88     -       345.761  (meters)    1134.38   (feet)  ADJUSTED  
 MK2126  ___________________________________________________________________
 MK2126  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 MK2126  DYNAMIC HT  -         345.613 (meters)    1133.90  (feet)  COMP
 MK2126  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 MK2126
 MK2126  VERT ORDER  -  FIRST     CLASS II
 MK2126
 MK2126.The horizontal coordinates were scaled from a topographic map and have
 MK2126.an estimated accuracy of +/- 6 seconds.
 MK2126
 MK2126.The orthometric height was determined by differential leveling
 MK2126.and adjusted by the National Geodetic Survey in June 1991..
 MK2126
 MK2126.The geoid height was determined by GEOID03.
 MK2126
 MK2126.The dynamic height is computed by dividing the NAVD 88
 MK2126.geopotential number by the normal gravity value computed on the
 MK2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2126.degrees latitude (g = 980.6199 gals.).
 MK2126
 MK2126.The modeled gravity was interpolated from observed gravity values.
 MK2126
 MK2126;                    North         East    Units  Estimated Accuracy
 MK2126;SPC NE       -   167,860.      828,520.      MT  (+/- 180 meters Scaled)
 MK2126
 MK2126                          SUPERSEDED SURVEY CONTROL
 MK2126
 MK2126.No superseded survey control is available for this station.
 MK2126
 MK2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL448737(NAD 83)
 MK2126_MARKER: I = METAL ROD
 MK2126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2126_SP_SET: STAINLESS STEEL ROD
 MK2126_STAMPING: J 428 1989
 MK2126_MARK LOGO: NGS   
 MK2126_PROJECTION: FLUSH
 MK2126_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2126+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2126_ROD/PIPE-DEPTH: 8.6  meters
 MK2126
 MK2126  HISTORY     - Date     Condition        Report By
 MK2126  HISTORY     - 1989     MONUMENTED       NGS
 MK2126
 MK2126                          STATION DESCRIPTION
 MK2126
 MK2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2126'IN OMAHA, AT THE INTERSECTION OF INTERSTATE HIGHWAY 680 AND BLONDO
 MK2126'STREET, 39.3 M (128.9 FT) WEST OF THE SOUTHBOUND LANES OF THE
 MK2126'HIGHWAY, 28.9 M (94.8 FT) (SLOPE DISTANCE) SOUTH OF THE CENTERLINE OF
 MK2126'THE STREET, 25.3 M (83.0 FT) (SLOPE DISTANCE) NORTHWEST OF THE
 MK2126'NORTHWEST CORNER OF THE BLONDO STREET OVERPASS, 4.5 M (14.8 FT) SOUTH
 MK2126'OF A CHAIN-LINK FENCE CORNER, 0.4 M (1.3 FT) EAST OF A WITNESS POST
 MK2126'AND FENCE, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 MK2126'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1360 ***********************************************************************
 MJ1360  FBN         -  This is a Federal Base Network Control Station.
 MJ1360  DESIGNATION -  J 429
 MJ1360  PID         -  MJ1360
 MJ1360  STATE/COUNTY-  NE/DOUGLAS
 MJ1360  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1360
 MJ1360                         *CURRENT SURVEY CONTROL
 MJ1360  ___________________________________________________________________
 MJ1360* NAD 83(1995)-  41 18 26.75145(N)    095 56 39.06584(W)     ADJUSTED  
 MJ1360* NAVD 88     -       317.986  (meters)    1043.26   (feet)  ADJUSTED  
 MJ1360  ___________________________________________________________________
 MJ1360  X           -    -496,914.207 (meters)                     COMP
 MJ1360  Y           -  -4,772,541.145 (meters)                     COMP
 MJ1360  Z           -   4,188,322.095 (meters)                     COMP
 MJ1360  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 MJ1360  ELLIP HEIGHT-         290.22  (meters)          (07/10/01) GPS OBS
 MJ1360  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 MJ1360  DYNAMIC HT  -         317.851 (meters)    1042.82  (feet)  COMP
 MJ1360  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 MJ1360
 MJ1360  HORZ ORDER  -  B
 MJ1360  VERT ORDER  -  FIRST     CLASS II
 MJ1360  ELLP ORDER  -  FOURTH    CLASS I
 MJ1360
 MJ1360.The horizontal coordinates were established by GPS observations
 MJ1360.and adjusted by the National Geodetic Survey in June 1996..
 MJ1360
 MJ1360.The orthometric height was determined by differential leveling
 MJ1360.and adjusted by the National Geodetic Survey in June 1991..
 MJ1360
 MJ1360.Photographs are available for this station.
 MJ1360
 MJ1360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1360
 MJ1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1360
 MJ1360.The ellipsoidal height was determined by GPS observations
 MJ1360.and is referenced to NAD 83.
 MJ1360
 MJ1360.The geoid height was determined by GEOID03.
 MJ1360
 MJ1360.The dynamic height is computed by dividing the NAVD 88
 MJ1360.geopotential number by the normal gravity value computed on the
 MJ1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1360.degrees latitude (g = 980.6199 gals.).
 MJ1360
 MJ1360.The modeled gravity was interpolated from observed gravity values.
 MJ1360
 MJ1360;                    North         East     Units Scale Factor Converg.
 MJ1360;SPC NE       -   171,624.627   839,407.826   MT  0.99966456   +2 41 16.0
 MJ1360;UTM  15      - 4,577,067.800   253,529.495   MT  1.00034768   -1 56 39.9
 MJ1360;UTM  14      - 4,577,391.126   755,816.675   MT  1.00040547   +2 01 05.6
 MJ1360
 MJ1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1360!SPC NE       -   0.99995448  x   0.99966456  =   0.99961906
 MJ1360!UTM  15      -   0.99995448  x   1.00034768  =   1.00030214
 MJ1360!UTM  14      -   0.99995448  x   1.00040547  =   1.00035993
 MJ1360
 MJ1360                          SUPERSEDED SURVEY CONTROL
 MJ1360
 MJ1360  ELLIP H (06/25/96)  290.31   (m)                       GP(       ) 1 1
 MJ1360  NAVD 88 (06/25/96)  317.99   (m)         1043.3    (f) LEVELING    3  
 MJ1360
 MJ1360.Superseded values are not recommended for survey control.
 MJ1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1360.See file dsdata.txt to determine how the superseded data were derived.
 MJ1360
 MJ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5352977068(NAD 83)
 MJ1360_MARKER: I = METAL ROD
 MJ1360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1360_SP_SET: STAINLESS STEEL ROD
 MJ1360_STAMPING: J 429 1989
 MJ1360_MARK LOGO: NGS   
 MJ1360_PROJECTION: FLUSH
 MJ1360_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1360+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 MJ1360_ROD/PIPE-DEPTH: 16.6 meters
 MJ1360
 MJ1360  HISTORY     - Date     Condition        Report By
 MJ1360  HISTORY     - 1989     MONUMENTED       NGS
 MJ1360  HISTORY     - 19950629 GOOD             NGS
 MJ1360  HISTORY     - 19970115 GOOD             NGS
 MJ1360  HISTORY     - 20000510 GOOD             NGS
 MJ1360  HISTORY     - 20030205 GOOD             NEDR
 MJ1360  HISTORY     - 20030715 GOOD             INDIV
 MJ1360  HISTORY     - 20051026 GOOD             NEDR
 MJ1360
 MJ1360                          STATION DESCRIPTION
 MJ1360
 MJ1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1360'IN OMAHA, AT THE INTERSECTION OF OGDEN AVENUE AND FLORENCE BOULEVARD,
 MJ1360'14.2 M (46.6 FT) WEST OF THE CENTERLINE OF THE BOULEVARD, 14.0 M
 MJ1360'(45.9 FT) SOUTH OF THE CENTER OF THE AVENUE, 4.9 M (16.1 FT)
 MJ1360'SOUTHWEST OF A FENCE CORNER, 3.2 M (10.5 FT) SOUTH OF A FENCE, 0.9 M
 MJ1360'(3.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT)
 MJ1360'ABOVE THE LEVEL OF THE BOULEVARD.  NOTE--ACCESS TO THE DATUM POINT IS
 MJ1360'THROUGH A 5-INCH LOGO CAP.
 MJ1360
 MJ1360                          STATION RECOVERY (1995)
 MJ1360
 MJ1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MJ1360'THE MARK IS LOCATED IN THE NORTHEAST PART OF OMAHA, 2.7 MI (4.3 KM)
 MJ1360'SOUTH-SOUTHEAST OF THE INTERSTATE HIGHWAY 680 BRIDGES OVER THE
 MJ1360'MISSOURI RIVER, 2.4 MI (3.9 KM) WEST-NORTHWEST OF THE TERMINAL
 MJ1360'BUILDING AT EPPLEY AIRFIELD, JUST NORTH OF WHERE FLORENCE BOULEVARD
 MJ1360'CROSSES OVER THE ARTHUR C. STORZ FREEWAY, IN THE SW1/4 OF THE SW1/4,
 MJ1360'SEC34, T16N, R13E AND IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 MJ1360'FLORENCE BOULEVARD AND OGDEN AVENUE ON PUBLIC RIGHT-OF-WAY.  THE MARK
 MJ1360'IS A STAINLESS STEEL ROD SET WITHIN A 5-INCH PVC PIPE WITH A LOGO CAP
 MJ1360'THAT PROJECTS ABOUT 0.1 FT (3.0 CM) ABOVE THE GROUND.  IT IS 50.0 FT
 MJ1360'(15.2 M) SOUTH OF THE CENTERLINE OF OGDEN AVENUE, 46.5 FT (14.2 M)
 MJ1360'WEST OF THE CENTERLINE OF FLORENCE BOULEVARD, 38.5 FT (11.7 M) NORTH
 MJ1360'OF THE CENTERLINE OF A RAMP LEADING SOUTHWEST ONTO THE FREEWAY, 15.7
 MJ1360'FT (4.8 M) NORTHEAST OF A STREET LAMP POLE, 15.9 FT (4.8 M) SOUTHWEST
 MJ1360'OF THE EAST END POST OF A BROWN COLORED CHAIN LINK FENCE, 11.1 FT (3.4
 MJ1360'M) SOUTH OF A WITNESS POST SET AT THE NORTH SIDE OF THE FENCE, 0.9 FT
 MJ1360'(27.4 CM) EAST OF A WITNESS POST AND ABOUT 1 FT (0.3 M) HIGHER THAN
 MJ1360'THE CENTERLINE OF FLORENCE BOULEVARD.
 MJ1360
 MJ1360                          STATION RECOVERY (1997)
 MJ1360
 MJ1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 MJ1360'RECOVERED AS DESCRIBED.
 MJ1360
 MJ1360                          STATION RECOVERY (2000)
 MJ1360
 MJ1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 MJ1360'RECOVERED AS DESCRIBED WITH A NEW TO REACH AS FOLLOWS--TO REACH FROM
 MJ1360'THE JUNCTION OF US INTERSTATE 680 EAST AND US HIGHWAY 75 AND STATE
 MJ1360'HIGHWAY 36, NORTH OF OMAHA, GO EAST ON HIGHWAY 680 FOR 0.5 MI (0.8 KM)
 MJ1360'TO 30TH STREET EXIT (EXIT 13, LAST EXIT BEFORE CROSSING THE MISSOURI
 MJ1360'RIVER BRIDGE) TURN RIGHT ON THE OFF RAMP FOR 0.4 MI (0.6 KM) TO 30TH
 MJ1360'STREET AHEAD AND HIGHWAY 75 ON THE RIGHT, TURN RIGHT SOUTH ON 30TH
 MJ1360'STREET FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF HIGHWAY 75, CONTINUE
 MJ1360'SOUTH ON 30TH STREET AND HIGHWAY 75 FOR 2.75 MI (4.43 KM) TO A ( Y )
 MJ1360'JUNCTION, BEAR LEFT EASTERLY ON HIGHWAY 75 FOR 0.2 MI (0.3 KM) TO A
 MJ1360'STOPLIGHT AT A 4 WAY INTERSECTION, TURN LEFT EAST FOR 0.45 MI (0.72
 MJ1360'KM) ON ROAD LEADING TO EPPLEY AIRFIELD (ARTHUR C STORZ EXPRESSWAY) TO
 MJ1360'FLORENCE BOULEVARD EXIT, TAKE EXIT RAMP AND GO 0.2 MI (0.3 KM) TO A
 MJ1360'CROSSROAD, FLORENCE BOULEVARD, TURN LEFT NORTH ON BOULEVARD FOR 0.1 MI
 MJ1360'(0.2 KM) CROSSING THE OVERPASS TO THE STATION ON THE LEFT, JUST PAST
 MJ1360'RAMP LEADING BACK TO EXPRESSWAY AND BEFORE REACHING ODGEN AVENUE.
 MJ1360'NOTE--ACCESS COVER IS MISSING.
 MJ1360
 MJ1360                          STATION RECOVERY (2003)
 MJ1360
 MJ1360'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (DSC)
 MJ1360'RECOVERED AS DESCRIBED.
 MJ1360' 
 MJ1360' 
 MJ1360'
 MJ1360
 MJ1360                          STATION RECOVERY (2003)
 MJ1360
 MJ1360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BLY)
 MJ1360'RECOVERED IN GOOD CONDITION.
 MJ1360
 MJ1360                          STATION RECOVERY (2005)
 MJ1360
 MJ1360'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MJ1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0525 ***********************************************************************
 NO0525  DESIGNATION -  J 431
 NO0525  PID         -  NO0525
 NO0525  STATE/COUNTY-  NE/CHERRY
 NO0525  USGS QUAD   -  ELL LAKE (1985)
 NO0525
 NO0525                         *CURRENT SURVEY CONTROL
 NO0525  ___________________________________________________________________
 NO0525* NAD 83(1986)-  42 42 26.     (N)    100 32 11.     (W)     SCALED    
 NO0525* NAVD 88     -       865.601  (meters)    2839.89   (feet)  ADJUSTED  
 NO0525  ___________________________________________________________________
 NO0525  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 NO0525  DYNAMIC HT  -         865.230 (meters)    2838.68  (feet)  COMP
 NO0525  MODELED GRAV-     980,163.2   (mgal)                       NAVD 88
 NO0525
 NO0525  VERT ORDER  -  FIRST     CLASS II
 NO0525
 NO0525.The horizontal coordinates were scaled from a topographic map and have
 NO0525.an estimated accuracy of +/- 6 seconds.
 NO0525
 NO0525.The orthometric height was determined by differential leveling
 NO0525.and adjusted by the National Geodetic Survey in June 1994..
 NO0525
 NO0525.The geoid height was determined by GEOID03.
 NO0525
 NO0525.The dynamic height is computed by dividing the NAVD 88
 NO0525.geopotential number by the normal gravity value computed on the
 NO0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0525.degrees latitude (g = 980.6199 gals.).
 NO0525
 NO0525.The modeled gravity was interpolated from observed gravity values.
 NO0525
 NO0525;                    North         East    Units  Estimated Accuracy
 NO0525;SPC NE       -   319,240.      456,060.      MT  (+/- 180 meters Scaled)
 NO0525
 NO0525                          SUPERSEDED SURVEY CONTROL
 NO0525
 NO0525  NGVD 29 (02/14/92)  865.312  (m)         2838.94   (f) ADJUSTED    1 2
 NO0525
 NO0525.Superseded values are not recommended for survey control.
 NO0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0525.See file dsdata.txt to determine how the superseded data were derived.
 NO0525
 NO0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN741294(NAD 83)
 NO0525_MARKER: I = METAL ROD
 NO0525_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0525_SP_SET: STAINLESS STEEL ROD
 NO0525_STAMPING: J 431 1991
 NO0525_MARK LOGO: NGS   
 NO0525_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0525_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0525+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0525_ROD/PIPE-DEPTH: 14.0 meters
 NO0525
 NO0525  HISTORY     - Date     Condition        Report By
 NO0525  HISTORY     - 1991     MONUMENTED       NGS
 NO0525
 NO0525                          STATION DESCRIPTION
 NO0525
 NO0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0525'20.9 KM (13.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0525'OF U.S. HIGHWAY 20 IN VALENTINE, 43.4 M (142.4 FT) NORTH OF THE
 NO0525'CENTER OF A FIELD ENTRANCE, 15.0 M (49.2 FT) WEST OF AND LEVEL WITH
 NO0525'THE HIGHWAY CENTERLINE, 13.4 M (44.0 FT) SOUTH OF A UTILITY JUNCTION
 NO0525'BOX, 2.6 M (8.5 FT) EAST OF UTILITY POLE NUMBER 134, 0.4 M (1.3 FT)
 NO0525'EAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 NO0525'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NO0525'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0533 ***********************************************************************
 NO0533  FBN         -  This is a Federal Base Network Control Station.
 NO0533  DESIGNATION -  J 432
 NO0533  PID         -  NO0533
 NO0533  STATE/COUNTY-  NE/CHERRY
 NO0533  USGS QUAD   -  HUDSON LAKE (1985)
 NO0533
 NO0533                         *CURRENT SURVEY CONTROL
 NO0533  ___________________________________________________________________
 NO0533* NAD 83(1995)-  42 39 08.08709(N)    100 38 06.82035(W)     ADJUSTED  
 NO0533* NAVD 88     -       895.019  (meters)    2936.41   (feet)  ADJUSTED  
 NO0533  ___________________________________________________________________
 NO0533  X           -    -867,200.619 (meters)                     COMP
 NO0533  Y           -  -4,618,139.981 (meters)                     COMP
 NO0533  Z           -   4,299,760.392 (meters)                     COMP
 NO0533  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 NO0533  ELLIP HEIGHT-         873.54  (meters)          (07/10/01) GPS OBS
 NO0533  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 NO0533  DYNAMIC HT  -         894.618 (meters)    2935.09  (feet)  COMP
 NO0533  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 NO0533
 NO0533  HORZ ORDER  -  A
 NO0533  VERT ORDER  -  FIRST     CLASS II
 NO0533  ELLP ORDER  -  FOURTH    CLASS I
 NO0533
 NO0533.The horizontal coordinates were established by GPS observations
 NO0533.and adjusted by the National Geodetic Survey in June 1996..
 NO0533
 NO0533.The orthometric height was determined by differential leveling
 NO0533.and adjusted by the National Geodetic Survey in June 1994..
 NO0533
 NO0533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0533
 NO0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0533
 NO0533.The ellipsoidal height was determined by GPS observations
 NO0533.and is referenced to NAD 83.
 NO0533
 NO0533.The geoid height was determined by GEOID03.
 NO0533
 NO0533.The dynamic height is computed by dividing the NAVD 88
 NO0533.geopotential number by the normal gravity value computed on the
 NO0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0533.degrees latitude (g = 980.6199 gals.).
 NO0533
 NO0533.The modeled gravity was interpolated from observed gravity values.
 NO0533
 NO0533;                    North         East     Units Scale Factor Converg.
 NO0533;SPC NE       -   313,183.685   447,919.559   MT  0.99985917   -0 25 15.5
 NO0533;UTM  14      - 4,723,494.653   365,964.560   MT  0.99982103   -1 06 29.2
 NO0533
 NO0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0533!SPC NE       -   0.99986302  x   0.99985917  =   0.99972221
 NO0533!UTM  14      -   0.99986302  x   0.99982103  =   0.99968408
 NO0533
 NO0533                          SUPERSEDED SURVEY CONTROL
 NO0533
 NO0533  ELLIP H (06/25/96)  873.61   (m)                       GP(       ) 1 1
 NO0533  NAVD 88 (06/25/96)  895.02   (m)         2936.4    (f) LEVELING    3  
 NO0533  NGVD 29 (02/14/92)  894.716  (m)         2935.41   (f) ADJUSTED    1 2
 NO0533
 NO0533.Superseded values are not recommended for survey control.
 NO0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0533.See file dsdata.txt to determine how the superseded data were derived.
 NO0533
 NO0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6596523495(NAD 83)
 NO0533_MARKER: I = METAL ROD
 NO0533_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0533_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0533_STAMPING: J 432 1991
 NO0533_MARK LOGO: NGS   
 NO0533_PROJECTION: RECESSED 3 CENTIMETERS
 NO0533_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0533+STABILITY: POSITION/ELEVATION WELL
 NO0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0533+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2000
 NO0533_ROD/PIPE-DEPTH: 17.5 meters
 NO0533_SLEEVE-DEPTH  : 7.9 meters
 NO0533
 NO0533  HISTORY     - Date     Condition        Report By
 NO0533  HISTORY     - 1991     MONUMENTED       NGS
 NO0533  HISTORY     - 19950524 GOOD             NGS
 NO0533  HISTORY     - 19960730 GOOD             NGS
 NO0533  HISTORY     - 20000510 GOOD             NGS
 NO0533
 NO0533                          STATION DESCRIPTION
 NO0533
 NO0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0533'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0533'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 8.1 KM (5.05 MI) WESTERLY
 NO0533'ALONG STATE HIGHWAY SPUR 16B, 63.6 M (208.7 FT) WEST OF THE CENTER OF
 NO0533'A FIELD ENTRANCE, 32.5 M (106.6 FT) WEST-SOUTHWEST OF A UTILITY POLE,
 NO0533'29.0 M (95.1 FT) EAST-SOUTHEAST OF A UTILITY POLE, 13.3 M (43.6 FT)
 NO0533'NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, AND 0.9 M (3.0 FT)
 NO0533'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 NO0533'IS THROUGH A 5-INCH LOGO CAP.
 NO0533
 NO0533                          STATION RECOVERY (1995)
 NO0533
 NO0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0533'THE MARK IS LOCATED ABOUT 16.0 MI (25.7 KM) SOUTH-SOUTHWEST OF
 NO0533'VALENTINE, 6.0 MI (9.7 KM) NORTH OF THE VALENTINE NATIONAL WILDLIFE
 NO0533'REFUGE, 5.0 MI (8.0 KM) WEST OF U.S. HIGHWAY 83, ON THE NORTH
 NO0533'RIGHT-OF-WAY OF STATE ROAD 16B SPUR AND NEAR THE NORTHWEST CORNER OF
 NO0533'SEC20, T31N, R28W.  TO REACH THE MARK FROM THE SOUTH JUNCTION OF U.S.
 NO0533'HIGHWAYS 20 AND 83, ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF VALENTINE, GO
 NO0533'SOUTH ON HIGHWAY 83 FOR 11.55 MI (18.59 KM) TO STATE ROAD 16B SPUR ON
 NO0533'THE RIGHT.  TURN RIGHT AND GO WEST ON STATE ROAD 16B SPUR FOR 5.1 MI
 NO0533'(8.2 KM) TO THE MARK ON THE RIGHT, ABOUT 300 FT (91.4 M) EAST OF WHERE
 NO0533'A POWERLINE CROSSES OVER THE ROAD AT THE CREST OF A HILL.  THE MARK IS
 NO0533'A DEEP SLEEVED, STAINLESS STEEL ROD SET WITHIN A 5-INCH PVC PIPE WITH
 NO0533'A LOGO CAP THAT IS RECESSED ABOUT 0.1 FT (3.0 CM) BELOW THE GROUND
 NO0533'SURFACE.  IT IS 208.5 FT (63.6 M) WEST OF THE CENTERLINE OF A PASTURE
 NO0533'ENTRANCE ON THE NORTH SIDE OF THE ROAD, 69.0 FT (21.0 M) EAST OF THE
 NO0533'EXTENSION OF A FENCE LEADING SOUTH ON THE SOUTH SIDE OF THE ROAD,
 NO0533'106.5 FT (32.5 M) WEST-SOUTHWEST OF A UTILITY POLE, 95.1 FT (29.0 M)
 NO0533'EAST-SOUTHEAST OF A UTILITY POLE, 43.0 FT (13.1 M) NORTH OF THE
 NO0533'CENTERLINE OF THE ROAD, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST AND THE
 NO0533'NORTH RIGHT-OF WAY FENCE AND IT IS ABOUT LEVEL WITH THE ROAD.
 NO0533
 NO0533                          STATION RECOVERY (1996)
 NO0533
 NO0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NO0533'RECOVERED AS DESCRIBED.
 NO0533
 NO0533                          STATION RECOVERY (2000)
 NO0533
 NO0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 NO0533'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0516 ***********************************************************************
 MM0516  DESIGNATION -  J 433
 MM0516  PID         -  MM0516
 MM0516  STATE/COUNTY-  NE/HOOKER
 MM0516  USGS QUAD   -  DISMAL RIVER RANCH NE (1985)
 MM0516
 MM0516                         *CURRENT SURVEY CONTROL
 MM0516  ___________________________________________________________________
 MM0516* NAD 83(1986)-  41 58 09.     (N)    101 02 25.     (W)     SCALED    
 MM0516* NAVD 88     -       996.792  (meters)    3270.31   (feet)  ADJUSTED  
 MM0516  ___________________________________________________________________
 MM0516  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 MM0516  DYNAMIC HT  -         996.269 (meters)    3268.59  (feet)  COMP
 MM0516  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 MM0516
 MM0516  VERT ORDER  -  FIRST     CLASS II
 MM0516
 MM0516.The horizontal coordinates were scaled from a topographic map and have
 MM0516.an estimated accuracy of +/- 6 seconds.
 MM0516
 MM0516.The orthometric height was determined by differential leveling
 MM0516.and adjusted by the National Geodetic Survey in June 1994..
 MM0516
 MM0516.The geoid height was determined by GEOID03.
 MM0516
 MM0516.The dynamic height is computed by dividing the NAVD 88
 MM0516.geopotential number by the normal gravity value computed on the
 MM0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0516.degrees latitude (g = 980.6199 gals.).
 MM0516
 MM0516.The modeled gravity was interpolated from observed gravity values.
 MM0516
 MM0516;                    North         East    Units  Estimated Accuracy
 MM0516;SPC NE       -   237,650.      413,800.      MT  (+/- 180 meters Scaled)
 MM0516
 MM0516                          SUPERSEDED SURVEY CONTROL
 MM0516
 MM0516  NGVD 29 (02/14/92)  996.484  (m)         3269.30   (f) ADJUSTED    1 2
 MM0516
 MM0516.Superseded values are not recommended for survey control.
 MM0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0516.See file dsdata.txt to determine how the superseded data were derived.
 MM0516
 MM0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM309483(NAD 83)
 MM0516_MARKER: I = METAL ROD
 MM0516_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0516_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MM0516_STAMPING: J 433 1991
 MM0516_MARK LOGO: NGS   
 MM0516_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0516_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0516+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0516_ROD/PIPE-DEPTH: 12.1 meters
 MM0516_SLEEVE-DEPTH  : 0.9 meters
 MM0516
 MM0516  HISTORY     - Date     Condition        Report By
 MM0516  HISTORY     - 1991     MONUMENTED       NGS
 MM0516
 MM0516                          STATION DESCRIPTION
 MM0516
 MM0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0516'8.2 KM (5.10 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0516'OF STATE HIGHWAY 2 IN MULLEN, 12.1 M (39.7 FT) EAST OF AND LEVEL WITH
 MM0516'THE HIGHWAY CENTERLINE, 9.4 M (30.8 FT) NORTH OF THE CENTER OF A
 MM0516'FIELD ENTRANCE, 1.9 M (6.2 FT) SOUTH OF UTILITY POLE NUMBER 187 17 06
 MM0516'WITH A GUY CABLE, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND
 MM0516'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MM0516'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0538 ***********************************************************************
 MM0538  DESIGNATION -  J 434
 MM0538  PID         -  MM0538
 MM0538  STATE/COUNTY-  NE/MCPHERSON
 MM0538  USGS QUAD   -  GRAGG RANCH (1972)
 MM0538
 MM0538                         *CURRENT SURVEY CONTROL
 MM0538  ___________________________________________________________________
 MM0538* NAD 83(1986)-  41 25 53.     (N)    100 51 43.     (W)     SCALED    
 MM0538* NAVD 88     -       958.364  (meters)    3144.23   (feet)  ADJUSTED  
 MM0538  ___________________________________________________________________
 MM0538  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 MM0538  DYNAMIC HT  -         957.784 (meters)    3142.33  (feet)  COMP
 MM0538  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 MM0538
 MM0538  VERT ORDER  -  FIRST     CLASS II
 MM0538
 MM0538.The horizontal coordinates were scaled from a topographic map and have
 MM0538.an estimated accuracy of +/- 6 seconds.
 MM0538
 MM0538.The orthometric height was determined by differential leveling
 MM0538.and adjusted by the National Geodetic Survey in June 1994..
 MM0538
 MM0538.The geoid height was determined by GEOID03.
 MM0538
 MM0538.The dynamic height is computed by dividing the NAVD 88
 MM0538.geopotential number by the normal gravity value computed on the
 MM0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0538.degrees latitude (g = 980.6199 gals.).
 MM0538
 MM0538.The modeled gravity was interpolated from observed gravity values.
 MM0538
 MM0538;                    North         East    Units  Estimated Accuracy
 MM0538;SPC NE       -   177,780.      427,980.      MT  (+/- 180 meters Scaled)
 MM0538
 MM0538                          SUPERSEDED SURVEY CONTROL
 MM0538
 MM0538  NGVD 29 (02/14/92)  957.991  (m)         3143.01   (f) ADJUSTED    1 2
 MM0538
 MM0538.Superseded values are not recommended for survey control.
 MM0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0538.See file dsdata.txt to determine how the superseded data were derived.
 MM0538
 MM0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL444883(NAD 83)
 MM0538_MARKER: I = METAL ROD
 MM0538_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0538_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MM0538_STAMPING: J 434 1991
 MM0538_MARK LOGO: NGS   
 MM0538_PROJECTION: FLUSH
 MM0538_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0538+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0538_ROD/PIPE-DEPTH: 23.0 meters
 MM0538_SLEEVE-DEPTH  : 0.9 meters
 MM0538
 MM0538  HISTORY     - Date     Condition        Report By
 MM0538  HISTORY     - 1991     MONUMENTED       NGS
 MM0538
 MM0538                          STATION DESCRIPTION
 MM0538
 MM0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0538'17.7 KM (11.00 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0538'COURTHOUSE IN TRYON, 21.8 M (71.5 FT) EAST OF THE HIGHWAY CENTERLINE,
 MM0538'8.2 M (26.9 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.3 M (1.0
 MM0538'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A
 MM0538'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MM0538'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 MM0538'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1444 ***********************************************************************
 LH1444  DESIGNATION -  J 435
 LH1444  PID         -  LH1444
 LH1444  STATE/COUNTY-  NE/BUFFALO
 LH1444  USGS QUAD   -  KEARNEY (1983)
 LH1444
 LH1444                         *CURRENT SURVEY CONTROL
 LH1444  ___________________________________________________________________
 LH1444* NAD 83(1986)-  40 41 36.     (N)    099 06 04.     (W)     SCALED    
 LH1444* NAVD 88     -       656.964  (meters)    2155.39   (feet)  ADJUSTED  
 LH1444  ___________________________________________________________________
 LH1444  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 LH1444  DYNAMIC HT  -         656.592 (meters)    2154.17  (feet)  COMP
 LH1444  MODELED GRAV-     980,035.6   (mgal)                       NAVD 88
 LH1444
 LH1444  VERT ORDER  -  FIRST     CLASS II
 LH1444
 LH1444.The horizontal coordinates were scaled from a topographic map and have
 LH1444.an estimated accuracy of +/- 6 seconds.
 LH1444
 LH1444.The orthometric height was determined by differential leveling
 LH1444.and adjusted by the National Geodetic Survey in May 1993..
 LH1444
 LH1444.The geoid height was determined by GEOID03.
 LH1444
 LH1444.The dynamic height is computed by dividing the NAVD 88
 LH1444.geopotential number by the normal gravity value computed on the
 LH1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1444.degrees latitude (g = 980.6199 gals.).
 LH1444
 LH1444.The modeled gravity was interpolated from observed gravity values.
 LH1444
 LH1444;                    North         East    Units  Estimated Accuracy
 LH1444;SPC NE       -    95,880.      575,960.      MT  (+/- 180 meters Scaled)
 LH1444
 LH1444                          SUPERSEDED SURVEY CONTROL
 LH1444
 LH1444  NGVD 29 (02/14/92)  656.705  (m)         2154.54   (f) ADJUSTED    1 2
 LH1444
 LH1444.Superseded values are not recommended for survey control.
 LH1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1444.See file dsdata.txt to determine how the superseded data were derived.
 LH1444
 LH1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML914047(NAD 83)
 LH1444_MARKER: I = METAL ROD
 LH1444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1444_SP_SET: STAINLESS STEEL ROD
 LH1444_STAMPING: J 435 1991
 LH1444_MARK LOGO: NGS   
 LH1444_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1444_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1444+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1444_ROD/PIPE-DEPTH: 18.0 meters
 LH1444
 LH1444  HISTORY     - Date     Condition        Report By
 LH1444  HISTORY     - 1991     MONUMENTED       NGS
 LH1444
 LH1444                          STATION DESCRIPTION
 LH1444
 LH1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1444'IN KEARNEY, AT THE INTERSECTION OF NORTH RAILROAD STREET AND 15TH
 LH1444'AVENUE, 16.7 M (54.8 FT) EAST OF THE EXTENDED CENTER OF THE AVENUE,
 LH1444'11.6 M (38.1 FT) SOUTH OF THE CENTER OF THE STREET, 10.7 M (35.1 FT)
 LH1444'NORTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 1.0 M (3.3 FT)
 LH1444'WEST OF A UTILITY POLE, 0.5 M (1.6 FT) EAST OF A WITNESS POST, AND
 LH1444'0.4 M (1.3 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE
 LH1444'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1471 ***********************************************************************
 LH1471  DESIGNATION -  J 436
 LH1471  PID         -  LH1471
 LH1471  STATE/COUNTY-  NE/ADAMS
 LH1471  USGS QUAD   -  HASTINGS WEST (1983)
 LH1471
 LH1471                         *CURRENT SURVEY CONTROL
 LH1471  ___________________________________________________________________
 LH1471* NAD 83(1986)-  40 36 29.     (N)    098 22 58.     (W)     SCALED    
 LH1471* NAVD 88     -       580.902  (meters)    1905.84   (feet)  ADJUSTED  
 LH1471  ___________________________________________________________________
 LH1471  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 LH1471  DYNAMIC HT  -         580.578 (meters)    1904.78  (feet)  COMP
 LH1471  MODELED GRAV-     980,049.5   (mgal)                       NAVD 88
 LH1471
 LH1471  VERT ORDER  -  FIRST     CLASS II
 LH1471
 LH1471.The horizontal coordinates were scaled from a topographic map and have
 LH1471.an estimated accuracy of +/- 6 seconds.
 LH1471
 LH1471.The orthometric height was determined by differential leveling
 LH1471.and adjusted by the National Geodetic Survey in May 1993..
 LH1471
 LH1471.The geoid height was determined by GEOID03.
 LH1471
 LH1471.The dynamic height is computed by dividing the NAVD 88
 LH1471.geopotential number by the normal gravity value computed on the
 LH1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1471.degrees latitude (g = 980.6199 gals.).
 LH1471
 LH1471.The modeled gravity was interpolated from observed gravity values.
 LH1471
 LH1471;                    North         East    Units  Estimated Accuracy
 LH1471;SPC NE       -    87,300.      636,830.      MT  (+/- 180 meters Scaled)
 LH1471
 LH1471                          SUPERSEDED SURVEY CONTROL
 LH1471
 LH1471  NGVD 29 (02/14/92)  580.661  (m)         1905.05   (f) ADJUSTED    1 2
 LH1471
 LH1471.Superseded values are not recommended for survey control.
 LH1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1471.See file dsdata.txt to determine how the superseded data were derived.
 LH1471
 LH1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK522954(NAD 83)
 LH1471_MARKER: I = METAL ROD
 LH1471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1471_SP_SET: STAINLESS STEEL ROD
 LH1471_STAMPING: J 426 1991
 LH1471_MARK LOGO: NGS   
 LH1471_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1471_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1471+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1471_ROD/PIPE-DEPTH: 6.2  meters
 LH1471
 LH1471  HISTORY     - Date     Condition        Report By
 LH1471  HISTORY     - 1991     MONUMENTED       NGS
 LH1471
 LH1471                          STATION DESCRIPTION
 LH1471
 LH1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1471'IN HASTINGS, AT THE INTERSECTION OF NORTH MINNESOTA AVENUE AND WEST
 LH1471'22ND STREET, 23.1 M (75.8 FT) WEST OF THE NEAR RAIL OF THE UNION
 LH1471'PACIFIC RAILROAD, 21.0 M (68.9 FT) NORTH OF THE EXTENDED CENTER OF
 LH1471'THE STREET, 14.5 M (47.6 FT) EAST OF THE CENTER OF THE AVENUE, 1.8 M
 LH1471'(5.9 FT) NORTH OF A T-JUNCTION UTILITY POLE WITH 4 GUY CABLES, 0.6 M
 LH1471'(2.0 FT) BELOW THE LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) SOUTH OF A
 LH1471'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LH1471'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1266 ***********************************************************************
 LG1266  DESIGNATION -  J 437
 LG1266  PID         -  LG1266
 LG1266  STATE/COUNTY-  NE/CLAY
 LG1266  USGS QUAD   -  SUTTON (1969)
 LG1266
 LG1266                         *CURRENT SURVEY CONTROL
 LG1266  ___________________________________________________________________
 LG1266* NAD 83(1986)-  40 37 24.     (N)    097 48 16.     (W)     SCALED    
 LG1266* NAVD 88     -       519.823  (meters)    1705.45   (feet)  ADJUSTED  
 LG1266  ___________________________________________________________________
 LG1266  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 LG1266  DYNAMIC HT  -         519.539 (meters)    1704.52  (feet)  COMP
 LG1266  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 LG1266
 LG1266  VERT ORDER  -  FIRST     CLASS II
 LG1266
 LG1266.The horizontal coordinates were scaled from a topographic map and have
 LG1266.an estimated accuracy of +/- 6 seconds.
 LG1266
 LG1266.The orthometric height was determined by differential leveling
 LG1266.and adjusted by the National Geodetic Survey in May 1993..
 LG1266
 LG1266.The geoid height was determined by GEOID03.
 LG1266
 LG1266.The dynamic height is computed by dividing the NAVD 88
 LG1266.geopotential number by the normal gravity value computed on the
 LG1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1266.degrees latitude (g = 980.6199 gals.).
 LG1266
 LG1266.The modeled gravity was interpolated from observed gravity values.
 LG1266
 LG1266;                    North         East    Units  Estimated Accuracy
 LG1266;SPC NE       -    90,070.      685,710.      MT  (+/- 180 meters Scaled)
 LG1266
 LG1266                          SUPERSEDED SURVEY CONTROL
 LG1266
 LG1266.No superseded survey control is available for this station.
 LG1266
 LG1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK011976(NAD 83)
 LG1266_MARKER: I = METAL ROD
 LG1266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1266_SP_SET: STAINLESS STEEL ROD
 LG1266_STAMPING: J 437 1991
 LG1266_MARK LOGO: NGS   
 LG1266_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1266_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1266+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1266_ROD/PIPE-DEPTH: 13.4 meters
 LG1266
 LG1266  HISTORY     - Date     Condition        Report By
 LG1266  HISTORY     - 1991     MONUMENTED       NGS
 LG1266
 LG1266                          STATION DESCRIPTION
 LG1266
 LG1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1266'17.9 KM (11.10 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1266'OF U.S. HIGHWAY 81 IN FAIRMONT, 26.2 M (86.0 FT) SOUTH OF THE
 LG1266'CENTERLINE OF THE HIGHWAY, 10.6 M (34.8 FT) EAST OF THE CENTER OF A
 LG1266'GRAVELED ROAD, 1.4 M (4.6 FT) SOUTH OF A RIGHT-OF-WAY MARKER, 0.4 M
 LG1266'(1.3 FT) NORTH OF A WITNESS POST, AND 0.4 M (1.3 FT) ABOVE THE LEVEL
 LG1266'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LG1266'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1304 ***********************************************************************
 LG1304  DESIGNATION -  J 438
 LG1304  PID         -  LG1304
 LG1304  STATE/COUNTY-  NE/LANCASTER
 LG1304  USGS QUAD   -  DENTON (1972)
 LG1304
 LG1304                         *CURRENT SURVEY CONTROL
 LG1304  ___________________________________________________________________
 LG1304* NAD 83(1986)-  40 39 14.     (N)    096 46 50.     (W)     SCALED    
 LG1304* NAVD 88     -       425.842  (meters)    1397.12   (feet)  ADJUSTED  
 LG1304  ___________________________________________________________________
 LG1304  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 LG1304  DYNAMIC HT  -         425.651 (meters)    1396.49  (feet)  COMP
 LG1304  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 LG1304
 LG1304  VERT ORDER  -  FIRST     CLASS II
 LG1304
 LG1304.The horizontal coordinates were scaled from a topographic map and have
 LG1304.an estimated accuracy of +/- 6 seconds.
 LG1304
 LG1304.The orthometric height was determined by differential leveling
 LG1304.and adjusted by the National Geodetic Survey in May 1993..
 LG1304
 LG1304.The geoid height was determined by GEOID03.
 LG1304
 LG1304.The dynamic height is computed by dividing the NAVD 88
 LG1304.geopotential number by the normal gravity value computed on the
 LG1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1304.degrees latitude (g = 980.6199 gals.).
 LG1304
 LG1304.The modeled gravity was interpolated from observed gravity values.
 LG1304
 LG1304;                    North         East    Units  Estimated Accuracy
 LG1304;SPC NE       -    96,170.      772,160.      MT  (+/- 180 meters Scaled)
 LG1304
 LG1304                          SUPERSEDED SURVEY CONTROL
 LG1304
 LG1304.No superseded survey control is available for this station.
 LG1304
 LG1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL876027(NAD 83)
 LG1304_MARKER: I = METAL ROD
 LG1304_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1304_SP_SET: STAINLESS STEEL ROD
 LG1304_STAMPING: J 438 1991
 LG1304_MARK LOGO: NGS   
 LG1304_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1304_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1304+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1304_ROD/PIPE-DEPTH: 6.6  meters
 LG1304
 LG1304  HISTORY     - Date     Condition        Report By
 LG1304  HISTORY     - 1991     MONUMENTED       NGS
 LG1304
 LG1304                          STATION DESCRIPTION
 LG1304
 LG1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1304'16.6 KM (10.30 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1304'IN CRETE, 20.7 M (67.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LG1304'10.8 M (35.4 FT) EAST OF THE CENTER OF SOUTHWEST 42ND STREET, 1.2 M
 LG1304'(3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT)
 LG1304'EAST-SOUTHEAST OF A RIGHT-OF-WAY MARKER, AND 0.5 M (1.6 FT) WEST OF A
 LG1304'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LG1304'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1334 ***********************************************************************
 LG1334  DESIGNATION -  J 439
 LG1334  PID         -  LG1334
 LG1334  STATE/COUNTY-  NE/OTOE
 LG1334  USGS QUAD   -  PALMYRA (1966)
 LG1334
 LG1334                         *CURRENT SURVEY CONTROL
 LG1334  ___________________________________________________________________
 LG1334* NAD 83(1986)-  40 42 34.     (N)    096 26 39.     (W)     SCALED    
 LG1334* NAVD 88     -       380.646  (meters)    1248.84   (feet)  ADJUSTED  
 LG1334  ___________________________________________________________________
 LG1334  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 LG1334  DYNAMIC HT  -         380.480 (meters)    1248.29  (feet)  COMP
 LG1334  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 LG1334
 LG1334  VERT ORDER  -  FIRST     CLASS II
 LG1334
 LG1334.The horizontal coordinates were scaled from a topographic map and have
 LG1334.an estimated accuracy of +/- 6 seconds.
 LG1334
 LG1334.The orthometric height was determined by differential leveling
 LG1334.and adjusted by the National Geodetic Survey in May 1993..
 LG1334
 LG1334.The geoid height was determined by GEOID03.
 LG1334
 LG1334.The dynamic height is computed by dividing the NAVD 88
 LG1334.geopotential number by the normal gravity value computed on the
 LG1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1334.degrees latitude (g = 980.6199 gals.).
 LG1334
 LG1334.The modeled gravity was interpolated from observed gravity values.
 LG1334
 LG1334;                    North         East    Units  Estimated Accuracy
 LG1334;SPC NE       -   103,450.      800,320.      MT  (+/- 180 meters Scaled)
 LG1334
 LG1334                          SUPERSEDED SURVEY CONTROL
 LG1334
 LG1334.No superseded survey control is available for this station.
 LG1334
 LG1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL159096(NAD 83)
 LG1334_MARKER: I = METAL ROD
 LG1334_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1334_SP_SET: STAINLESS STEEL ROD
 LG1334_STAMPING: J 439 1991
 LG1334_MARK LOGO: NGS   
 LG1334_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1334_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1334+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1334_ROD/PIPE-DEPTH: 8.2  meters
 LG1334
 LG1334  HISTORY     - Date     Condition        Report By
 LG1334  HISTORY     - 1991     MONUMENTED       NGS
 LG1334
 LG1334                          STATION DESCRIPTION
 LG1334
 LG1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1334'23.8 KM (14.80 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1334'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, AT AN AREA KNOWN
 LG1334'LOCALLY AS JUNK YARD CORNER, 200.0 M (656.2 FT) SOUTH OF THE
 LG1334'CENTERLINE OF THE HIGHWAY, 11.0 M (36.1 FT) EAST OF THE CENTER OF A
 LG1334'GRAVELED ROAD, 2.6 M (8.5 FT) SOUTH OF A WITNESS POST, 0.5 M (1.6 FT)
 LG1334'NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) WEST OF A FENCE.
 LG1334'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1377 ***********************************************************************
 LG1377  DESIGNATION -  J 440
 LG1377  PID         -  LG1377
 LG1377  STATE/COUNTY-  NE/LANCASTER
 LG1377  USGS QUAD   -  LINCOLN (1980)
 LG1377
 LG1377                         *CURRENT SURVEY CONTROL
 LG1377  ___________________________________________________________________
 LG1377* NAD 83(1986)-  40 51 25.     (N)    096 39 56.     (W)     SCALED    
 LG1377* NAVD 88     -       348.964  (meters)    1144.89   (feet)  ADJUSTED  
 LG1377  ___________________________________________________________________
 LG1377  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 LG1377  DYNAMIC HT  -         348.812 (meters)    1144.39  (feet)  COMP
 LG1377  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 LG1377
 LG1377  VERT ORDER  -  FIRST     CLASS II
 LG1377
 LG1377.The horizontal coordinates were scaled from a topographic map and have
 LG1377.an estimated accuracy of +/- 6 seconds.
 LG1377
 LG1377.The orthometric height was determined by differential leveling
 LG1377.and adjusted by the National Geodetic Survey in May 1993..
 LG1377
 LG1377.The geoid height was determined by GEOID03.
 LG1377
 LG1377.The dynamic height is computed by dividing the NAVD 88
 LG1377.geopotential number by the normal gravity value computed on the
 LG1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1377.degrees latitude (g = 980.6199 gals.).
 LG1377
 LG1377.The modeled gravity was interpolated from observed gravity values.
 LG1377
 LG1377;                    North         East    Units  Estimated Accuracy
 LG1377;SPC NE       -   119,070.      781,000.      MT  (+/- 180 meters Scaled)
 LG1377
 LG1377                          SUPERSEDED SURVEY CONTROL
 LG1377
 LG1377.No superseded survey control is available for this station.
 LG1377
 LG1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL967255(NAD 83)
 LG1377_MARKER: DV = VERTICAL CONTROL DISK
 LG1377_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1377_SP_SET: ABUTMENT
 LG1377_STAMPING: J 440 1992
 LG1377_MARK LOGO: NGS   
 LG1377_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1377+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 LG1377
 LG1377  HISTORY     - Date     Condition        Report By
 LG1377  HISTORY     - 1992     MONUMENTED       NGS
 LG1377  HISTORY     - 20050402 GOOD             GEOCAC
 LG1377
 LG1377                          STATION DESCRIPTION
 LG1377
 LG1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1377'IN LINCOLN, AT THE INTERSECTION OF SUPERIOR STREET AND SALT CREEK, IN
 LG1377'TOP OF AND 0.1 M (0.3 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE
 LG1377'ABUTMENT OF THE STREET BRIDGE SPANNING THE CREEK, AND 8.2 M
 LG1377'(26.9 FT) SOUTH OF AND LEVEL WITH THE STREET CENTERLINE.
 LG1377
 LG1377                          STATION RECOVERY (2005)
 LG1377
 LG1377'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1377'HANDHELD NAD83 GPS COORDS N 40D 51M 25.6S  W 96D 39M 57.8S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1382 ***********************************************************************
 LG1382  DESIGNATION -  J 441
 LG1382  PID         -  LG1382
 LG1382  STATE/COUNTY-  NE/LANCASTER
 LG1382  USGS QUAD   -  WALTON (1980)
 LG1382
 LG1382                         *CURRENT SURVEY CONTROL
 LG1382  ___________________________________________________________________
 LG1382* NAD 83(1986)-  40 51 25.     (N)    096 36 22.     (W)     SCALED    
 LG1382* NAVD 88     -       353.031  (meters)    1158.24   (feet)  ADJUSTED  
 LG1382  ___________________________________________________________________
 LG1382  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 LG1382  DYNAMIC HT  -         352.882 (meters)    1157.75  (feet)  COMP
 LG1382  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 LG1382
 LG1382  VERT ORDER  -  FIRST     CLASS II
 LG1382
 LG1382.The horizontal coordinates were scaled from a topographic map and have
 LG1382.an estimated accuracy of +/- 6 seconds.
 LG1382
 LG1382.The orthometric height was determined by differential leveling
 LG1382.and adjusted by the National Geodetic Survey in May 1993..
 LG1382
 LG1382.The geoid height was determined by GEOID03.
 LG1382
 LG1382.The dynamic height is computed by dividing the NAVD 88
 LG1382.geopotential number by the normal gravity value computed on the
 LG1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1382.degrees latitude (g = 980.6199 gals.).
 LG1382
 LG1382.The modeled gravity was interpolated from observed gravity values.
 LG1382
 LG1382;                    North         East    Units  Estimated Accuracy
 LG1382;SPC NE       -   119,260.      786,010.      MT  (+/- 180 meters Scaled)
 LG1382
 LG1382                          SUPERSEDED SURVEY CONTROL
 LG1382
 LG1382.No superseded survey control is available for this station.
 LG1382
 LG1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL017256(NAD 83)
 LG1382_MARKER: I = METAL ROD
 LG1382_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1382_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1382_STAMPING: J 441 1992
 LG1382_MARK LOGO: NGS   
 LG1382_PROJECTION: FLUSH
 LG1382_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1382+STABILITY: POSITION/ELEVATION WELL
 LG1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1382+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1382_ROD/PIPE-DEPTH: 8.5  meters
 LG1382_SLEEVE-DEPTH  : 5.5 meters
 LG1382
 LG1382  HISTORY     - Date     Condition        Report By
 LG1382  HISTORY     - 1992     MONUMENTED       NGS
 LG1382
 LG1382                          STATION DESCRIPTION
 LG1382
 LG1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1382'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1382'OFFICE IN LINCOLN, THENCE 4.9 KM (3.05 MI) NORTHERLY ALONG NORTH 84TH
 LG1382'STREET, 31.4 M (103.0 FT) WEST OF THE STREET CENTERLINE, 31.0 M
 LG1382'(101.7 FT) SOUTH OF THE CENTERLINE OF HAVELOCK AVENUE, 12.3 M
 LG1382'(40.4 FT) SOUTH OF A CHAIN-LINK FENCE CORNER, 1.2 M (3.9 FT) EAST OF
 LG1382'A WITNESS POST AND FENCE, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE
 LG1382'STREET. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3461 ***********************************************************************
 AI3461  DESIGNATION -  J 442
 AI3461  PID         -  AI3461
 AI3461  STATE/COUNTY-  NE/RED WILLOW
 AI3461  USGS QUAD   -  MC COOK WEST (1983)
 AI3461
 AI3461                         *CURRENT SURVEY CONTROL
 AI3461  ___________________________________________________________________
 AI3461* NAD 83(1986)-  40 11 05.     (N)    100 38 52.     (W)     SCALED    
 AI3461* NAVD 88     -       758.662  (meters)    2489.04   (feet)  ADJUSTED  
 AI3461  ___________________________________________________________________
 AI3461  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AI3461  DYNAMIC HT  -         758.154 (meters)    2487.38  (feet)  COMP
 AI3461  MODELED GRAV-     979,931.7   (mgal)                       NAVD 88
 AI3461
 AI3461  VERT ORDER  -  SECOND    CLASS I
 AI3461
 AI3461.The horizontal coordinates were scaled from a topographic map and have
 AI3461.an estimated accuracy of +/- 6 seconds.
 AI3461
 AI3461.The orthometric height was determined by differential leveling
 AI3461.and adjusted by the National Geodetic Survey in July 2002..
 AI3461.No vertical observational check was made to the station.
 AI3461
 AI3461.The geoid height was determined by GEOID03.
 AI3461
 AI3461.The dynamic height is computed by dividing the NAVD 88
 AI3461.geopotential number by the normal gravity value computed on the
 AI3461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3461.degrees latitude (g = 980.6199 gals.).
 AI3461
 AI3461.The modeled gravity was interpolated from observed gravity values.
 AI3461
 AI3461;                    North         East    Units  Estimated Accuracy
 AI3461;SPC NE       -    39,220.      444,840.      MT  (+/- 180 meters Scaled)
 AI3461
 AI3461                          SUPERSEDED SURVEY CONTROL
 AI3461
 AI3461.No superseded survey control is available for this station.
 AI3461
 AI3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK597495(NAD 83)
 AI3461_MARKER: DV = VERTICAL CONTROL DISK
 AI3461_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3461_SP_SET: BRIDGE ABUTMENT
 AI3461_STAMPING: J 442 1999
 AI3461_MARK LOGO: NGS   
 AI3461_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3461+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3461
 AI3461  HISTORY     - Date     Condition        Report By
 AI3461  HISTORY     - 1999     MONUMENTED       NGS
 AI3461
 AI3461                          STATION DESCRIPTION
 AI3461
 AI3461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3461'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3461'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.3 WESTERLY ALONG A PAVED
 AI3461'ROAD, THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG A PAVED ROAD, IN TOP OF
 AI3461'AND 0.1 M (0.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE WEST CONCRETE
 AI3461'ABUTMENT OF A BRIDGE SPANNING THE REPUBLICAN RIVER, 4.9 M (16.1 FT)
 AI3461'WEST OF AND LEVEL WITH THE ROAD CENTER, AND 0.4 M (1.3 FT) WEST OF THE
 AI3461'BRIDGE RAIL.  NOTE--THE MARK IS ON COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0512 ***********************************************************************
 LH0512  DESIGNATION -  J 5
 LH0512  PID         -  LH0512
 LH0512  STATE/COUNTY-  NE/BUFFALO
 LH0512  USGS QUAD   -  KEARNEY (1983)
 LH0512
 LH0512                         *CURRENT SURVEY CONTROL
 LH0512  ___________________________________________________________________
 LH0512* NAD 83(1986)-  40 42 43.     (N)    099 00 25.     (W)     SCALED    
 LH0512* NAVD 88     -       646.216  (meters)    2120.13   (feet)  ADJUSTED  
 LH0512  ___________________________________________________________________
 LH0512  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 LH0512  DYNAMIC HT  -         645.854 (meters)    2118.94  (feet)  COMP
 LH0512  MODELED GRAV-     980,042.7   (mgal)                       NAVD 88
 LH0512
 LH0512  VERT ORDER  -  FIRST     CLASS II
 LH0512
 LH0512.The horizontal coordinates were scaled from a topographic map and have
 LH0512.an estimated accuracy of +/- 6 seconds.
 LH0512
 LH0512.The orthometric height was determined by differential leveling
 LH0512.and adjusted by the National Geodetic Survey in June 1991..
 LH0512
 LH0512.The geoid height was determined by GEOID03.
 LH0512
 LH0512.The dynamic height is computed by dividing the NAVD 88
 LH0512.geopotential number by the normal gravity value computed on the
 LH0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0512.degrees latitude (g = 980.6199 gals.).
 LH0512
 LH0512.The modeled gravity was interpolated from observed gravity values.
 LH0512
 LH0512;                    North         East    Units  Estimated Accuracy
 LH0512;SPC NE       -    98,030.      583,890.      MT  (+/- 180 meters Scaled)
 LH0512
 LH0512                          SUPERSEDED SURVEY CONTROL
 LH0512
 LH0512  NGVD 29 (??/??/92)  645.960  (m)         2119.29   (f) ADJ UNCH    1 2
 LH0512
 LH0512.Superseded values are not recommended for survey control.
 LH0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0512.See file dsdata.txt to determine how the superseded data were derived.
 LH0512
 LH0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML994067(NAD 83)
 LH0512_MARKER: DB = BENCH MARK DISK
 LH0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0512_STAMPING: 2119.287 J 5 1933
 LH0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0512+STABILITY: SURFACE MOTION
 LH0512
 LH0512  HISTORY     - Date     Condition        Report By
 LH0512  HISTORY     - 1933     MONUMENTED       CGS
 LH0512  HISTORY     - 1949     GOOD             NGS
 LH0512  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0512  HISTORY     - 20050310 MARK NOT FOUND   NEDR
 LH0512
 LH0512                          STATION DESCRIPTION
 LH0512
 LH0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0512'4 MI NE FROM KEARNEY.
 LH0512'ABOUT 4.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD
 LH0512'FROM THE STATION AT KEARNEY, BUFFALO COUNTY, ABOUT 0.5 MILE
 LH0512'SOUTHWEST OF THE STATION AT BUDA, ABOUT 183 FEET EAST OF MILEPOST
 LH0512'185, AT A COUNTY-ROAD CROSSING, 90 FEET SOUTH OF THE CENTER
 LH0512'LINE OF U.S. HIGHWAY 30, 60 FEET SOUTH OF A CREOSOTED PLANK
 LH0512'CULVERT, 38 FEET EAST OF THE CENTER LINE OF THE ROAD, 27.8 FEET
 LH0512'NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 20 FEET SOUTH
 LH0512'OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE, AND 3.5 FEET EAST OF
 LH0512'THE EAST RIGHT-OF-WAY FENCE OF THE ROAD.  A STANDARD DISK,
 LH0512'STAMPED 2119.287 J 5 1933 AND SET IN THE TOP OF A CONCRETE
 LH0512'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 LH0512
 LH0512                          STATION RECOVERY (1949)
 LH0512
 LH0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 LH0512'RECOVERED IN GOOD CONDITION.
 LH0512
 LH0512                          STATION RECOVERY (1991)
 LH0512
 LH0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0512'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 LH0512
 LH0512                          STATION RECOVERY (2005)
 LH0512
 LH0512'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0257 ***********************************************************************
 MN0257  DESIGNATION -  J 50
 MN0257  PID         -  MN0257
 MN0257  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0257  USGS QUAD   -  MITCHELL (1963)
 MN0257
 MN0257                         *CURRENT SURVEY CONTROL
 MN0257  ___________________________________________________________________
 MN0257* NAD 83(1986)-  41 56 45.     (N)    103 48 48.     (W)     SCALED    
 MN0257* NAVD 88     -      1207.705  (meters)    3962.28   (feet)  ADJUSTED  
 MN0257  ___________________________________________________________________
 MN0257  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 MN0257  DYNAMIC HT  -        1206.932 (meters)    3959.74  (feet)  COMP
 MN0257  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 MN0257
 MN0257  VERT ORDER  -  SECOND    CLASS 0
 MN0257
 MN0257.The horizontal coordinates were scaled from a topographic map and have
 MN0257.an estimated accuracy of +/- 6 seconds.
 MN0257
 MN0257.The orthometric height was determined by differential leveling
 MN0257.and adjusted by the National Geodetic Survey in June 1991..
 MN0257
 MN0257.The geoid height was determined by GEOID03.
 MN0257
 MN0257.The dynamic height is computed by dividing the NAVD 88
 MN0257.geopotential number by the normal gravity value computed on the
 MN0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0257.degrees latitude (g = 980.6199 gals.).
 MN0257
 MN0257.The modeled gravity was interpolated from observed gravity values.
 MN0257
 MN0257;                    North         East    Units  Estimated Accuracy
 MN0257;SPC NE       -   241,510.      184,000.      MT  (+/- 180 meters Scaled)
 MN0257
 MN0257                          SUPERSEDED SURVEY CONTROL
 MN0257
 MN0257  NGVD 29 (??/??/92) 1207.026  (m)         3960.05   (f) ADJ UNCH    2 0
 MN0257
 MN0257.Superseded values are not recommended for survey control.
 MN0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0257.See file dsdata.txt to determine how the superseded data were derived.
 MN0257
 MN0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG983444(NAD 83)
 MN0257_MARKER: DB = BENCH MARK DISK
 MN0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0257_SP_SET: BUILDING
 MN0257_STAMPING: J 50 1934
 MN0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0257+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 MN0257
 MN0257  HISTORY     - Date     Condition        Report By
 MN0257  HISTORY     - 1934     MONUMENTED       CGS
 MN0257  HISTORY     - 1945     GOOD             NGS
 MN0257  HISTORY     - 20030724 GOOD             NGS
 MN0257
 MN0257                          STATION DESCRIPTION
 MN0257
 MN0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0257'AT MITCHELL.
 MN0257'AT MITCHELL, SCOTTS BLUFF COUNTY, AT THE PUBLIC SCHOOL BUILDING,
 MN0257'IN THE NORTH FACE OF THE SOUTHWEST ENTRANCE OUTSET, 9.6 FEET
 MN0257'NORTH OF THE CENTER LINE OF THE ENTRANCE, 1.2 FEET WEST OF THE WEST
 MN0257'FACE OF THE BUILDING, AND ABOUT 4.3 FEET ABOVE GROUND.  A STANDARD
 MN0257'DISK, STAMPED J 50 1934 AND SET VERTICALLY.
 MN0257
 MN0257                          STATION RECOVERY (1945)
 MN0257
 MN0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 MN0257'RECOVERED IN GOOD CONDITION.
 MN0257
 MN0257                          STATION RECOVERY (2003)
 MN0257
 MN0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0184 ***********************************************************************
 MN0184  DESIGNATION -  J 51
 MN0184  PID         -  MN0184
 MN0184  STATE/COUNTY-  NE/MORRILL
 MN0184  USGS QUAD   -  BRIDGEPORT (1965)
 MN0184
 MN0184                         *CURRENT SURVEY CONTROL
 MN0184  ___________________________________________________________________
 MN0184* NAD 83(1986)-  41 38 46.     (N)    103 00 50.     (W)     SCALED    
 MN0184* NAVD 88     -      1110.417  (meters)    3643.09   (feet)  ADJUSTED  
 MN0184  ___________________________________________________________________
 MN0184  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 MN0184  DYNAMIC HT  -        1109.718 (meters)    3640.80  (feet)  COMP
 MN0184  MODELED GRAV-     979,955.5   (mgal)                       NAVD 88
 MN0184
 MN0184  VERT ORDER  -  SECOND    CLASS 0
 MN0184
 MN0184.The horizontal coordinates were scaled from a topographic map and have
 MN0184.an estimated accuracy of +/- 6 seconds.
 MN0184
 MN0184.The orthometric height was determined by differential leveling
 MN0184.and adjusted by the National Geodetic Survey in June 1991..
 MN0184
 MN0184.The geoid height was determined by GEOID03.
 MN0184
 MN0184.The dynamic height is computed by dividing the NAVD 88
 MN0184.geopotential number by the normal gravity value computed on the
 MN0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0184.degrees latitude (g = 980.6199 gals.).
 MN0184
 MN0184.The modeled gravity was interpolated from observed gravity values.
 MN0184
 MN0184;                    North         East    Units  Estimated Accuracy
 MN0184;SPC NE       -   205,640.      249,050.      MT  (+/- 180 meters Scaled)
 MN0184
 MN0184                          SUPERSEDED SURVEY CONTROL
 MN0184
 MN0184  NGVD 29 (??/??/92) 1109.858  (m)         3641.26   (f) ADJ UNCH    2 0
 MN0184
 MN0184.Superseded values are not recommended for survey control.
 MN0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0184.See file dsdata.txt to determine how the superseded data were derived.
 MN0184
 MN0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG653123(NAD 83)
 MN0184_MARKER: DB = BENCH MARK DISK
 MN0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0184_STAMPING: J 51 1934
 MN0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0184+STABILITY: SURFACE MOTION
 MN0184
 MN0184  HISTORY     - Date     Condition        Report By
 MN0184  HISTORY     - 1934     MONUMENTED       CGS
 MN0184  HISTORY     - 1964     MARK NOT FOUND   USGS
 MN0184
 MN0184                          STATION DESCRIPTION
 MN0184
 MN0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0184'4.6 MI E FROM NORTHPORT.
 MN0184'ABOUT 4.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0184'STATION AT NORTHPORT, MORRILL COUNTY, AT TOWERS, ABOUT 15 POLES
 MN0184'EAST OF MILEPOST 110, ABOUT 100 FEET SOUTHEAST OF THE SOUTHEAST
 MN0184'CORNER OF THE RAMP OF A BEET LOADING PLATFORM, ABOUT 95 FEET
 MN0184'SOUTH OF THE CENTER LINE OF A COUNTY ROAD, 57 FEET NORTH OF THE
 MN0184'NORTH RAIL OF THE MAIN TRACK, AND 2 FEET SOUTH OF THE SOUTH
 MN0184'SIDE OF A CATTLE CORRAL.  A STANDARD DISK, STAMPED J 51 1934
 MN0184'AND SET IN THE TOP OF A CONCRETE POST.
 MN0184
 MN0184                          STATION RECOVERY (1964)
 MN0184
 MN0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MN0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0060 ***********************************************************************
 MN0060  DESIGNATION -  J 52
 MN0060  PID         -  MN0060
 MN0060  STATE/COUNTY-  NE/GARDEN
 MN0060  USGS QUAD   -  OSHKOSH (1971)
 MN0060
 MN0060                         *CURRENT SURVEY CONTROL
 MN0060  ___________________________________________________________________
 MN0060* NAD 83(1986)-  41 22 44.     (N)    102 15 55.     (W)     SCALED    
 MN0060* NAVD 88     -      1025.913  (meters)    3365.85   (feet)  ADJUSTED  
 MN0060  ___________________________________________________________________
 MN0060  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 MN0060  DYNAMIC HT  -        1025.281 (meters)    3363.78  (feet)  COMP
 MN0060  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 MN0060
 MN0060  VERT ORDER  -  SECOND    CLASS 0
 MN0060
 MN0060.The horizontal coordinates were scaled from a topographic map and have
 MN0060.an estimated accuracy of +/- 6 seconds.
 MN0060
 MN0060.The orthometric height was determined by differential leveling
 MN0060.and adjusted by the National Geodetic Survey in June 1991..
 MN0060
 MN0060.The geoid height was determined by GEOID03.
 MN0060
 MN0060.The dynamic height is computed by dividing the NAVD 88
 MN0060.geopotential number by the normal gravity value computed on the
 MN0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0060.degrees latitude (g = 980.6199 gals.).
 MN0060
 MN0060.The modeled gravity was interpolated from observed gravity values.
 MN0060
 MN0060;                    North         East    Units  Estimated Accuracy
 MN0060;SPC NE       -   174,080.      310,590.      MT  (+/- 180 meters Scaled)
 MN0060
 MN0060                          SUPERSEDED SURVEY CONTROL
 MN0060
 MN0060  NGVD 29 (??/??/92) 1025.426  (m)         3364.25   (f) ADJ UNCH    2 0
 MN0060
 MN0060.Superseded values are not recommended for survey control.
 MN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0060.See file dsdata.txt to determine how the superseded data were derived.
 MN0060
 MN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF286844(NAD 83)
 MN0060_MARKER: DB = BENCH MARK DISK
 MN0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0060_STAMPING: J 52 1934
 MN0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0060+STABILITY: SURFACE MOTION
 MN0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0060+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 MN0060
 MN0060  HISTORY     - Date     Condition        Report By
 MN0060  HISTORY     - 1934     MONUMENTED       CGS
 MN0060  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0060  HISTORY     - 19920804 MARK NOT FOUND   NGS
 MN0060
 MN0060                          STATION DESCRIPTION
 MN0060
 MN0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0060'4.5 MI E FROM OSHKOSH.
 MN0060'ABOUT 4.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0060'STATION AT OSHKOSH, GARDEN COUNTY, ABOUT 9-1/2 POLES EAST OF
 MN0060'MILEPOST 66, ABOUT 50 FEET WEST OF THE ENTRANCE TO A CUT, 43 FEET
 MN0060'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 67 FEET NORTH OF
 MN0060'THE CENTER LINE OF U.S. HIGHWAY 26.  A STANDARD DISK, STAMPED
 MN0060'J 52 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- VERY
 MN0060'POSSIBLE THAT BM HAS BEEN COVERED UP WITH BLOW SAND.
 MN0060
 MN0060                          STATION RECOVERY (1971)
 MN0060
 MN0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0060'MARK NOT FOUND.
 MN0060
 MN0060                          STATION RECOVERY (1992)
 MN0060
 MN0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MN0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0185 ***********************************************************************
 MN0185  DESIGNATION -  J 55
 MN0185  PID         -  MN0185
 MN0185  STATE/COUNTY-  NE/BANNER
 MN0185  USGS QUAD   -  HACKBERRY CREEK (1979)
 MN0185
 MN0185                         *CURRENT SURVEY CONTROL
 MN0185  ___________________________________________________________________
 MN0185* NAD 83(1986)-  41 34 59.     (N)    103 29 01.     (W)     SCALED    
 MN0185* NAVD 88     -      1276.209  (meters)    4187.03   (feet)  ADJUSTED  
 MN0185  ___________________________________________________________________
 MN0185  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 MN0185  DYNAMIC HT  -        1275.321 (meters)    4184.12  (feet)  COMP
 MN0185  MODELED GRAV-     979,883.8   (mgal)                       NAVD 88
 MN0185
 MN0185  VERT ORDER  -  SECOND    CLASS 0
 MN0185
 MN0185.The horizontal coordinates were scaled from a topographic map and have
 MN0185.an estimated accuracy of +/- 6 seconds.
 MN0185
 MN0185.The orthometric height was determined by differential leveling
 MN0185.and adjusted by the National Geodetic Survey in June 1991..
 MN0185
 MN0185.The geoid height was determined by GEOID03.
 MN0185
 MN0185.The dynamic height is computed by dividing the NAVD 88
 MN0185.geopotential number by the normal gravity value computed on the
 MN0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0185.degrees latitude (g = 980.6199 gals.).
 MN0185
 MN0185.The modeled gravity was interpolated from observed gravity values.
 MN0185
 MN0185;                    North         East    Units  Estimated Accuracy
 MN0185;SPC NE       -   200,110.      209,680.      MT  (+/- 180 meters Scaled)
 MN0185
 MN0185                          SUPERSEDED SURVEY CONTROL
 MN0185
 MN0185  NGVD 29 (??/??/92) 1275.549  (m)         4184.86   (f) ADJ UNCH    2 0
 MN0185
 MN0185.Superseded values are not recommended for survey control.
 MN0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0185.See file dsdata.txt to determine how the superseded data were derived.
 MN0185
 MN0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG264045(NAD 83)
 MN0185_MARKER: DB = BENCH MARK DISK
 MN0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0185_STAMPING: J-55-1934
 MN0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0185+STABILITY: SURFACE MOTION
 MN0185
 MN0185  HISTORY     - Date     Condition        Report By
 MN0185  HISTORY     - 1934     MONUMENTED       CGS
 MN0185
 MN0185                          STATION DESCRIPTION
 MN0185
 MN0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0185'10.9 MI W FROM REDINGTON.
 MN0185'10.9 MILES WEST OF POST OFFICE.  ALONG HIGHWAY BETWEEN REDINGTON,
 MN0185'NEBRASKA AND JUNCTION WITH STATE HIGHWAY NO. 29, 36 FEET SOUTH OF
 MN0185'CENTER LINE OF HIGHWAY NO. 88, 56 FEET WEST OF FENCE LINE RUNNING
 MN0185'TO SOUTH, 1 FOOT NORTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0186 ***********************************************************************
 MN0186  DESIGNATION -  J 55 RESET
 MN0186  PID         -  MN0186
 MN0186  STATE/COUNTY-  NE/BANNER
 MN0186  USGS QUAD   -  HACKBERRY CREEK (1979)
 MN0186
 MN0186                         *CURRENT SURVEY CONTROL
 MN0186  ___________________________________________________________________
 MN0186* NAD 83(1986)-  41 34 59.     (N)    103 29 01.     (W)     SCALED    
 MN0186* NAVD 88     -      1276.81   (meters)    4189.0    (feet)  RESET     
 MN0186  ___________________________________________________________________
 MN0186  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 MN0186
 MN0186  VERT ORDER  -  THIRD
 MN0186
 MN0186.The horizontal coordinates were scaled from a topographic map and have
 MN0186.an estimated accuracy of +/- 6 seconds.
 MN0186
 MN0186.The orthometric height was computed from unverified reset data.
 MN0186
 MN0186.The geoid height was determined by GEOID03.
 MN0186
 MN0186;                    North         East    Units  Estimated Accuracy
 MN0186;SPC NE       -   200,110.      209,680.      MT  (+/- 180 meters Scaled)
 MN0186
 MN0186                          SUPERSEDED SURVEY CONTROL
 MN0186
 MN0186  NGVD 29 (??/??/??) 1276.15   (m)         4186.8    (f) RESET       3  
 MN0186
 MN0186.Superseded values are not recommended for survey control.
 MN0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0186.See file dsdata.txt to determine how the superseded data were derived.
 MN0186
 MN0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG264045(NAD 83)
 MN0186_MARKER: DB = BENCH MARK DISK
 MN0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0186_STAMPING: J 55 RESET 1966
 MN0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0186+STABILITY: SURFACE MOTION
 MN0186
 MN0186  HISTORY     - Date     Condition        Report By
 MN0186  HISTORY     - 1966     MONUMENTED       CGS
 MN0186
 MN0186                          STATION DESCRIPTION
 MN0186
 MN0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MN0186'10.9 MI W FROM REDINGTON.
 MN0186'ABOUT 10.9 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0186'IN REDINGTON, 70 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 88,
 MN0186'69.5 FEET WEST OF THE CENTER OF A ROAD LEADING SOUTH, 38 FEET
 MN0186'WEST OF A FENCE CORNER, 1.5 FEET WEST OF A METAL WITNESS POST,
 MN0186'1 FOOT NORTH OF A FENCE, AND IS A STANDARD DISK SET IN THE TOP
 MN0186'OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0020 ***********************************************************************
 MM0020  DESIGNATION -  J 56
 MM0020  PID         -  MM0020
 MM0020  STATE/COUNTY-  NE/BLAINE
 MM0020  USGS QUAD   -  LINSCOTT (1986)
 MM0020
 MM0020                         *CURRENT SURVEY CONTROL
 MM0020  ___________________________________________________________________
 MM0020* NAD 83(1986)-  41 44 34.     (N)    100 00 45.     (W)     SCALED    
 MM0020* NAVD 88     -       825.310  (meters)    2707.70   (feet)  ADJUSTED  
 MM0020  ___________________________________________________________________
 MM0020  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 MM0020  DYNAMIC HT  -         824.884 (meters)    2706.31  (feet)  COMP
 MM0020  MODELED GRAV-     980,078.1   (mgal)                       NAVD 88
 MM0020
 MM0020  VERT ORDER  -  SECOND    CLASS 0
 MM0020
 MM0020.The horizontal coordinates were scaled from a topographic map and have
 MM0020.an estimated accuracy of +/- 6 seconds.
 MM0020
 MM0020.The orthometric height was determined by differential leveling
 MM0020.and adjusted by the National Geodetic Survey in June 1991..
 MM0020
 MM0020.The geoid height was determined by GEOID03.
 MM0020
 MM0020.The dynamic height is computed by dividing the NAVD 88
 MM0020.geopotential number by the normal gravity value computed on the
 MM0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0020.degrees latitude (g = 980.6199 gals.).
 MM0020
 MM0020.The modeled gravity was interpolated from observed gravity values.
 MM0020
 MM0020;                    North         East    Units  Estimated Accuracy
 MM0020;SPC NE       -   212,000.      498,960.      MT  (+/- 180 meters Scaled)
 MM0020
 MM0020                          SUPERSEDED SURVEY CONTROL
 MM0020
 MM0020  NGVD 29 (??/??/92)  825.016  (m)         2706.74   (f) ADJ UNCH    2 0
 MM0020
 MM0020.Superseded values are not recommended for survey control.
 MM0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0020.See file dsdata.txt to determine how the superseded data were derived.
 MM0020
 MM0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM158217(NAD 83)
 MM0020_MARKER: DB = BENCH MARK DISK
 MM0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0020_STAMPING: J 56 1934
 MM0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0020+STABILITY: SURFACE MOTION
 MM0020
 MM0020  HISTORY     - Date     Condition        Report By
 MM0020  HISTORY     - 1934     MONUMENTED       CGS
 MM0020  HISTORY     - 1939     GOOD             NGS
 MM0020  HISTORY     - 1977     GOOD             BNRR
 MM0020  HISTORY     - 19850722 MARK NOT FOUND   USPSQD
 MM0020
 MM0020                          STATION DESCRIPTION
 MM0020
 MM0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 MM0020'AT LINSCOTT.
 MM0020'AT LINSCOTT, BLAINE COUNTY, 220 FEET EAST OF THE CHICAGO,
 MM0020'BURLINGTON AND QUINCY RAILROAD STATION SIGN 2 POLES SOUTHEAST
 MM0020'OF THE STATION, 0.2 MILE NORTH OF MILEPOST 207, 174 FEET
 MM0020'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 2, AND 36.8 FEET
 MM0020'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK.  A STANDARD
 MM0020'DISK, STAMPED J 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0020
 MM0020                          STATION RECOVERY (1977)
 MM0020
 MM0020'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 MM0020'RECOVERED IN GOOD CONDITION.
 MM0020
 MM0020                          STATION RECOVERY (1985)
 MM0020
 MM0020'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0387 ***********************************************************************
 NP0387  DESIGNATION -  J 57 RESET
 NP0387  PID         -  NP0387
 NP0387  STATE/COUNTY-  NE/BOX BUTTE
 NP0387  USGS QUAD   -  MARSLAND SE (1983)
 NP0387
 NP0387                         *CURRENT SURVEY CONTROL
 NP0387  ___________________________________________________________________
 NP0387* NAD 83(1986)-  42 19 22.     (N)    103 18 25.     (W)     SCALED    
 NP0387* NAVD 88     -      1369.718  (meters)    4493.82   (feet)  POSTED    
 NP0387  ___________________________________________________________________
 NP0387  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 NP0387  DYNAMIC HT  -        1368.880 (meters)    4491.07  (feet)  COMP
 NP0387  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 NP0387
 NP0387  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NP0387
 NP0387.The horizontal coordinates were scaled from a topographic map and have
 NP0387.an estimated accuracy of +/- 6 seconds.
 NP0387
 NP0387.The orthometric height was determined by differential leveling
 NP0387.and adjusted by the National Geodetic Survey in 1992..
 NP0387.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NP0387.rate of 0.0 thru 1.0 mm/km.
 NP0387
 NP0387.The geoid height was determined by GEOID03.
 NP0387
 NP0387.The dynamic height is computed by dividing the NAVD 88
 NP0387.geopotential number by the normal gravity value computed on the
 NP0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0387.degrees latitude (g = 980.6199 gals.).
 NP0387
 NP0387.The modeled gravity was interpolated from observed gravity values.
 NP0387
 NP0387;                    North         East    Units  Estimated Accuracy
 NP0387;SPC NE       -   281,610.      227,540.      MT  (+/- 180 meters Scaled)
 NP0387
 NP0387                          SUPERSEDED SURVEY CONTROL
 NP0387
 NP0387  NGVD 29 (??/??/92) 1369.028  (m)         4491.55   (f) ADJ UNCH    2 0
 NP0387
 NP0387.Superseded values are not recommended for survey control.
 NP0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0387.See file dsdata.txt to determine how the superseded data were derived.
 NP0387
 NP0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG395870(NAD 83)
 NP0387_MARKER: DB = BENCH MARK DISK
 NP0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0387_STAMPING: J 57 RESET 1948
 NP0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0387+STABILITY: SURFACE MOTION
 NP0387
 NP0387  HISTORY     - Date     Condition        Report By
 NP0387  HISTORY     - 1948     MONUMENTED       CGS
 NP0387  HISTORY     - 1956     GOOD             NGS
 NP0387
 NP0387                          STATION DESCRIPTION
 NP0387
 NP0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0387'12 MI W FROM HEMINGFORD.
 NP0387'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0387'OFFICE AT HEMINGFORD, AT A JUNCTION OF STATE HIGHWAYS 2 AND 87,
 NP0387'90.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CATHOLIC
 NP0387'CHURCH, 87 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 87,
 NP0387'88 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH,
 NP0387'53.6 FEET SOUTHEAST OF A FENCE CORNER, 15.4 FEET SOUTH OF A
 NP0387'FENCE, 1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 NP0387'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE NORTHWEST
 NP0387'1/4 OF SECTION 17, TOWNSHIP 27 NORTH, RANGE 51 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0413 ***********************************************************************
 NP0413  DESIGNATION -  J 58
 NP0413  PID         -  NP0413
 NP0413  STATE/COUNTY-  NE/SIOUX
 NP0413  USGS QUAD   -  MOUNT EDNA (1979)
 NP0413
 NP0413                         *CURRENT SURVEY CONTROL
 NP0413  ___________________________________________________________________
 NP0413* NAD 83(1986)-  42 20 59.     (N)    103 46 38.     (W)     SCALED    
 NP0413* NAVD 88     -      1394.021  (meters)    4573.55   (feet)  POSTED    
 NP0413  ___________________________________________________________________
 NP0413  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 NP0413  DYNAMIC HT  -        1393.130 (meters)    4570.63  (feet)  COMP
 NP0413  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 NP0413
 NP0413  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0413
 NP0413.The horizontal coordinates were scaled from a topographic map and have
 NP0413.an estimated accuracy of +/- 6 seconds.
 NP0413
 NP0413.The orthometric height was determined by differential leveling
 NP0413.and adjusted by the National Geodetic Survey in 1992..
 NP0413.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0413.rate of 1.1 thru 2.0 mm/km.
 NP0413
 NP0413.The geoid height was determined by GEOID03.
 NP0413
 NP0413.The dynamic height is computed by dividing the NAVD 88
 NP0413.geopotential number by the normal gravity value computed on the
 NP0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0413.degrees latitude (g = 980.6199 gals.).
 NP0413
 NP0413.The modeled gravity was interpolated from observed gravity values.
 NP0413
 NP0413;                    North         East    Units  Estimated Accuracy
 NP0413;SPC NE       -   286,190.      188,950.      MT  (+/- 180 meters Scaled)
 NP0413
 NP0413                          SUPERSEDED SURVEY CONTROL
 NP0413
 NP0413  NGVD 29 (??/??/92) 1393.259  (m)         4571.05   (f) ADJ UNCH    2 0
 NP0413
 NP0413.Superseded values are not recommended for survey control.
 NP0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0413.See file dsdata.txt to determine how the superseded data were derived.
 NP0413
 NP0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG007893(NAD 83)
 NP0413_MARKER: DB = BENCH MARK DISK
 NP0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0413_STAMPING: J 58 1934
 NP0413_MARK LOGO: CGS   
 NP0413_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0413+STABILITY: SURFACE MOTION
 NP0413
 NP0413  HISTORY     - Date     Condition        Report By
 NP0413  HISTORY     - 1934     MONUMENTED       CGS
 NP0413  HISTORY     - 1974     GOOD             USGS
 NP0413  HISTORY     - 19950502 GOOD             NGS
 NP0413
 NP0413                          STATION DESCRIPTION
 NP0413
 NP0413'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0413'29.2 MI N FROM MITCHELL.
 NP0413'29.2 MI. NORTH ALONG HWY. 29 FROM THE HIGH SCHOOL AT MITCHELL TO AN
 NP0413'EAST-WEST FENCE LINE AND THE BENCHMARK.  THE BENCHMARK IS 92 FEET
 NP0413'WEST OF THE CENTERLINE OF THE HWY., 2 FEET SOUTH OF THE EAST-WEST
 NP0413'FENCE AND ABOUT 30 FEET WEST OF THE OLD ROAD.  A STANDARD DISK,
 NP0413'STAMPED J 58 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0413'ABOUT 15 INCHES.  NOTE-- MARK APPEARS TO HAVE BEEN ROTATED ABOUT
 NP0413'45 DEGREES, HOWEVER AT THIS TIME THE POST IS STILL SOLID.  IT
 NP0413'IS POSSIBLE THAT THIS BM HAS BEEN DISTURBED.
 NP0413
 NP0413                          STATION RECOVERY (1995)
 NP0413
 NP0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NP0413'MARK WAS RECOVERED IN GOOD CONDITION.  NOTE-28.1 MILES NORTH ALONG
 NP0413'STATE HIGHWAY 29 FROM THE HIGH SCHOOL AT MITCHELL, SCOTTS BLUFF
 NP0413'COUNTY, 23.5 WEST OF THE WEST END OF A CATTLE GATE, 32.0 FEET (9.8 M)
 NP0413'WEST OF THE CENTERLINE OF THE HIGHWAY AND AT THE INTERSECTION OF A E/W
 NP0413'FENCE W/ THE ROW.  PROJECTS 15 INCHES NEEDS FILL.  BM IS ON SOUTH
 NP0413'SLOPE OF HILL APPROXIMATELY 300 FEET (91.4 M) FROM CREST OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0100 ***********************************************************************
 MN0100  DESIGNATION -  J 59
 MN0100  PID         -  MN0100
 MN0100  STATE/COUNTY-  NE/CHEYENNE
 MN0100  USGS QUAD   -  LODGEPOLE (1972)
 MN0100
 MN0100                         *CURRENT SURVEY CONTROL
 MN0100  ___________________________________________________________________
 MN0100* NAD 83(1986)-  41 09 13.     (N)    102 40 48.     (W)     SCALED    
 MN0100* NAVD 88     -      1176.840  (meters)    3861.02   (feet)  ADJUSTED  
 MN0100  ___________________________________________________________________
 MN0100  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 MN0100  DYNAMIC HT  -        1176.042 (meters)    3858.40  (feet)  COMP
 MN0100  MODELED GRAV-     979,905.4   (mgal)                       NAVD 88
 MN0100
 MN0100  VERT ORDER  -  SECOND    CLASS 0
 MN0100
 MN0100.The horizontal coordinates were scaled from a topographic map and have
 MN0100.an estimated accuracy of +/- 6 seconds.
 MN0100
 MN0100.The orthometric height was determined by differential leveling
 MN0100.and adjusted by the National Geodetic Survey in June 1991..
 MN0100
 MN0100.The geoid height was determined by GEOID03.
 MN0100
 MN0100.The dynamic height is computed by dividing the NAVD 88
 MN0100.geopotential number by the normal gravity value computed on the
 MN0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0100.degrees latitude (g = 980.6199 gals.).
 MN0100
 MN0100.The modeled gravity was interpolated from observed gravity values.
 MN0100
 MN0100;                    North         East    Units  Estimated Accuracy
 MN0100;SPC NE       -   150,070.      275,150.      MT  (+/- 180 meters Scaled)
 MN0100
 MN0100                          SUPERSEDED SURVEY CONTROL
 MN0100
 MN0100  NGVD 29 (??/??/92) 1176.301  (m)         3859.25   (f) ADJ UNCH    2 0
 MN0100
 MN0100.Superseded values are not recommended for survey control.
 MN0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0100.See file dsdata.txt to determine how the superseded data were derived.
 MN0100
 MN0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF946584(NAD 83)
 MN0100_MARKER: DB = BENCH MARK DISK
 MN0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0100_STAMPING: J 59 1934
 MN0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0100+STABILITY: SURFACE MOTION
 MN0100
 MN0100  HISTORY     - Date     Condition        Report By
 MN0100  HISTORY     - 1934     MONUMENTED       CGS
 MN0100
 MN0100                          STATION DESCRIPTION
 MN0100
 MN0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0100'2.4 MI W FROM LODGE POLE.
 MN0100'2.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0100'AT LODGE POLE, CHEYENNE COUNTY, 205 FEET NORTHEAST OF MILEPOST
 MN0100'392, AND 96 FEET NORTH OF THE NORTH RAIL OF THE NORTH DOUBLE
 MN0100'TRACK.  A STANDARD DISK, STAMPED J 59 1934 AND SET IN THE TOP
 MN0100'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0785 ***********************************************************************
 LH0785  DESIGNATION -  J 6
 LH0785  PID         -  LH0785
 LH0785  STATE/COUNTY-  NE/DAWSON
 LH0785  USGS QUAD   -  COZAD (1971)
 LH0785
 LH0785                         *CURRENT SURVEY CONTROL
 LH0785  ___________________________________________________________________
 LH0785* NAD 83(1986)-  40 51 23.     (N)    099 59 05.     (W)     SCALED    
 LH0785* NAVD 88     -       758.284  (meters)    2487.80   (feet)  ADJUSTED  
 LH0785  ___________________________________________________________________
 LH0785  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 LH0785  DYNAMIC HT  -         757.840 (meters)    2486.35  (feet)  COMP
 LH0785  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 LH0785
 LH0785  VERT ORDER  -  FIRST     CLASS II
 LH0785
 LH0785.The horizontal coordinates were scaled from a topographic map and have
 LH0785.an estimated accuracy of +/- 6 seconds.
 LH0785
 LH0785.The orthometric height was determined by differential leveling
 LH0785.and adjusted by the National Geodetic Survey in June 1991..
 LH0785.WARNING-Repeat measurements at this control monument indicate possible
 LH0785.vertical movement.
 LH0785
 LH0785.The geoid height was determined by GEOID03.
 LH0785
 LH0785.The dynamic height is computed by dividing the NAVD 88
 LH0785.geopotential number by the normal gravity value computed on the
 LH0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0785.degrees latitude (g = 980.6199 gals.).
 LH0785
 LH0785.The modeled gravity was interpolated from observed gravity values.
 LH0785
 LH0785;                    North         East    Units  Estimated Accuracy
 LH0785;SPC NE       -   113,590.      501,290.      MT  (+/- 180 meters Scaled)
 LH0785
 LH0785                          SUPERSEDED SURVEY CONTROL
 LH0785
 LH0785  NGVD 29 (02/14/92)  757.985  (m)         2486.82   (f) ADJUSTED    1 2
 LH0785
 LH0785.Superseded values are not recommended for survey control.
 LH0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0785.See file dsdata.txt to determine how the superseded data were derived.
 LH0785
 LH0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML170232(NAD 83)
 LH0785_MARKER: DB = BENCH MARK DISK
 LH0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0785_SP_SET: CONCRETE POST
 LH0785_STAMPING: J 6 1933 2487.019
 LH0785_MARK LOGO: CGS   
 LH0785_PROJECTION: PROJECTING 3 CENTIMETERS
 LH0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0785+STABILITY: SURFACE MOTION
 LH0785
 LH0785  HISTORY     - Date     Condition        Report By
 LH0785  HISTORY     - 1933     MONUMENTED       CGS
 LH0785  HISTORY     - 1986     GOOD             NGS
 LH0785
 LH0785                          STATION DESCRIPTION
 LH0785
 LH0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0785'AT COZAD.
 LH0785'AT COZAD, DAWSON COUNTY, 136.7 FEET EAST OF THE EAST END OF THE
 LH0785'UNION PACIFIC RAILROAD STATION, AT MILEAGE 238.22, 20.1 FEET
 LH0785'NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AT A SMALL
 LH0785'PARK, 5.2 FEET NORTH OF THE STATION PLATFORM, AND 5 FEET EAST
 LH0785'OF THE WEST CURB OF THE PARK.  A STANDARD DISK, STAMPED 2487.019
 LH0785'J 6 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LH0785'4 INCHES ABOVE GROUND.
 LH0785
 LH0785                          STATION RECOVERY (1986)
 LH0785
 LH0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0785'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN COZAD, 41.6
 LH0785'METERS (136.5 FT) SOUTHEAST OF THE SOUTH CORNER OF THE UNION PACIFIC
 LH0785'RAILROAD STATION, 15.7 METERS (51.5 FT) NORTHWEST OF THE NORTHWEST
 LH0785'FACE OF THE NORTHWEST ONE OF TWO CONCRETE PIERS OF THE 3RD SET OF
 LH0785'PIERS FROM THE SOUTHWEST END OF THE STATE HIGHWAY 21 OVERPASS BRIDGE
 LH0785'AND 6.1 METERS (20 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 LH0785'NORTHEAST SET OF TRACKS.
 LH0785'THE MARK IS 0.7 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0179 ***********************************************************************
 NP0179  DESIGNATION -  J 61
 NP0179  PID         -  NP0179
 NP0179  STATE/COUNTY-  NE/SHERIDAN
 NP0179  USGS QUAD   -  ANTIOCH (1989)
 NP0179
 NP0179                         *CURRENT SURVEY CONTROL
 NP0179  ___________________________________________________________________
 NP0179* NAD 83(1995)-  42 04 10.36392(N)    102 35 05.40440(W)     ADJUSTED  
 NP0179* NAVD 88     -      1183.845  (meters)    3884.00   (feet)  ADJUSTED  
 NP0179  ___________________________________________________________________
 NP0179  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 NP0179  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 NP0179  DYNAMIC HT  -        1183.160 (meters)    3881.75  (feet)  COMP
 NP0179  MODELED GRAV-     980,002.7   (mgal)                       NAVD 88
 NP0179
 NP0179  HORZ ORDER  -  SECOND
 NP0179  VERT ORDER  -  SECOND    CLASS 0
 NP0179
 NP0179.The horizontal coordinates were established by classical geodetic methods
 NP0179.and adjusted by the National Geodetic Survey in August 1997..
 NP0179
 NP0179.The orthometric height was determined by differential leveling
 NP0179.and adjusted by the National Geodetic Survey in June 1991..
 NP0179
 NP0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0179
 NP0179.The geoid height was determined by GEOID03.
 NP0179
 NP0179.The dynamic height is computed by dividing the NAVD 88
 NP0179.geopotential number by the normal gravity value computed on the
 NP0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0179.degrees latitude (g = 980.6199 gals.).
 NP0179
 NP0179.The modeled gravity was interpolated from observed gravity values.
 NP0179
 NP0179;                    North         East     Units Scale Factor Converg.
 NP0179;SPC NE       -   251,477.002   286,172.382   MT  0.99970693   -1 42 46.7
 NP0179;UTM  13      - 4,660,320.343   699,806.466   MT  1.00009126   +1 37 07.6
 NP0179
 NP0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0179!SPC NE       -   0.99981731  x   0.99970693  =   0.99952429
 NP0179!UTM  13      -   0.99981731  x   1.00009126  =   0.99990855
 NP0179
 NP0179                          SUPERSEDED SURVEY CONTROL
 NP0179
 NP0179  NAD 83(1995)-  42 04 10.36287(N)    102 35 05.40483(W) AD(       ) 2
 NP0179  NAD 83(1986)-  42 04 10.36099(N)    102 35 05.40392(W) AD(       ) 2
 NP0179  NAD 27      -  42 04 10.45600(N)    102 35 03.69500(W) AD(       ) 2
 NP0179  NGVD 29 (??/??/92) 1183.281  (m)         3882.15   (f) ADJ UNCH    2 0
 NP0179
 NP0179.Superseded values are not recommended for survey control.
 NP0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0179.See file dsdata.txt to determine how the superseded data were derived.
 NP0179
 NP0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG9980660320(NAD 83)
 NP0179_MARKER: DB = BENCH MARK DISK
 NP0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0179_STAMPING: J 61 1934
 NP0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0179+STABILITY: SURFACE MOTION
 NP0179
 NP0179  HISTORY     - Date     Condition        Report By
 NP0179  HISTORY     - 1934     MONUMENTED       CGS
 NP0179  HISTORY     - 1946     GOOD             NGS
 NP0179  HISTORY     - 1977     MARK NOT FOUND   BNRR
 NP0179
 NP0179                          STATION DESCRIPTION
 NP0179
 NP0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0179'USC AND GS BM J 61 1934 IS A 4 X 4 INCH CONCRETE POST PROJECTING
 NP0179'6 INCHES AND IS STAMPED J 61 1934.  IT IS 17 FEET NORTH OF THE
 NP0179'NORTH RAIL OF THE MAIN LINE OF THE RAILROAD AND 66 FEET SOUTH
 NP0179'OF THE RAILROADS WATER TANK.
 NP0179'
 NP0179'TO REACH THE STATION FROM ALLIANCE, GO EAST ON STATE HIGHWAY NO.
 NP0179'2 FOR 16.0 MILES TO THE VILLAGE OF ANTIOCH AND A DIRT T ROAD
 NP0179'NORTH.  TURN NORTH ON T ROAD CROSSING RAILROAD, JUST EAST OF
 NP0179'A LARGE RED WATER TANK.  CONTINUE NORTH FOR 228 FEET TO THE
 NP0179'STATION AS DESCRIBED.
 NP0179
 NP0179                          STATION RECOVERY (1946)
 NP0179
 NP0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 NP0179'AT ANTIOCH.
 NP0179'AT ANTIOCH, SHERIDAN COUNTY, 555 FEET EAST OF THE CHICAGO,
 NP0179'BURLINGTON AND QUINCY RAILROAD STATION, 0.3 MILE WEST OF MILEPOST
 NP0179'350, 130 FEET WEST OF THE CENTER OF A ROAD CROSSING, 130 FEET
 NP0179'EAST OF THE EAST END OF A PUMP HOUSE, 52.8 FEET SOUTHEAST OF THE
 NP0179'EAST ONE OF THE SOUTH PAIR OF WATER TANK LEGS, 35.5 FEET NORTHEAST
 NP0179'OF THE CENTER OF A WATER SPOUT, 19.5 FEET SOUTHEAST OF A LARGE
 NP0179'POPLAR TREE, 17.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 NP0179'AND 2.0 FEET EAST OF A 4- BY 4-INCH WHITE POST PROJECTING 2.0
 NP0179'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED J 61 1934 AND SET
 NP0179'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE
 NP0179'GROUND.
 NP0179
 NP0179                          STATION RECOVERY (1977)
 NP0179
 NP0179'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 NP0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0289 ***********************************************************************
 NO0289  DESIGNATION -  J 62
 NO0289  PID         -  NO0289
 NO0289  STATE/COUNTY-  NE/GRANT
 NO0289  USGS QUAD   -  HYANNIS NORTH (1989)
 NO0289
 NO0289                         *CURRENT SURVEY CONTROL
 NO0289  ___________________________________________________________________
 NO0289* NAD 83(1986)-  42 00 22.     (N)    101 49 05.     (W)     SCALED    
 NO0289* NAVD 88     -      1142.204  (meters)    3747.38   (feet)  ADJUSTED  
 NO0289  ___________________________________________________________________
 NO0289  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 NO0289  DYNAMIC HT  -        1141.562 (meters)    3745.27  (feet)  COMP
 NO0289  MODELED GRAV-     980,020.8   (mgal)                       NAVD 88
 NO0289
 NO0289  VERT ORDER  -  SECOND    CLASS 0
 NO0289
 NO0289.The horizontal coordinates were scaled from a topographic map and have
 NO0289.an estimated accuracy of +/- 6 seconds.
 NO0289
 NO0289.The orthometric height was determined by differential leveling
 NO0289.and adjusted by the National Geodetic Survey in June 1991..
 NO0289
 NO0289.The geoid height was determined by GEOID03.
 NO0289
 NO0289.The dynamic height is computed by dividing the NAVD 88
 NO0289.geopotential number by the normal gravity value computed on the
 NO0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0289.degrees latitude (g = 980.6199 gals.).
 NO0289
 NO0289.The modeled gravity was interpolated from observed gravity values.
 NO0289
 NO0289;                    North         East    Units  Estimated Accuracy
 NO0289;SPC NE       -   242,820.      349,440.      MT  (+/- 180 meters Scaled)
 NO0289
 NO0289                          SUPERSEDED SURVEY CONTROL
 NO0289
 NO0289  NGVD 29 (??/??/92) 1141.721  (m)         3745.80   (f) ADJ UNCH    2 0
 NO0289
 NO0289.Superseded values are not recommended for survey control.
 NO0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0289.See file dsdata.txt to determine how the superseded data were derived.
 NO0289
 NO0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM666542(NAD 83)
 NO0289_MARKER: DB = BENCH MARK DISK
 NO0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0289_STAMPING: J 62 1934
 NO0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0289+STABILITY: SURFACE MOTION
 NO0289
 NO0289  HISTORY     - Date     Condition        Report By
 NO0289  HISTORY     - 1934     MONUMENTED       CGS
 NO0289
 NO0289                          STATION DESCRIPTION
 NO0289
 NO0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0289'2.8 MI W FROM HYANNIS.
 NO0289'2.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0289'FROM THE STATION AT HYANNIS, GRANT COUNTY, 0.4 MILE EAST OF
 NO0289'MILEPOST 310, AT THE TOP OF A RISE AT THE EAST END OF A LONG
 NO0289'FILL, 44.0 FEET SOUTHEAST OF THE CENTER OF A HANDCAR SET-OFF,
 NO0289'35.5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1.5 FEET HIGHER
 NO0289'THAN THE TRACK.  A STANDARD DISK, STAMPED J 62 1934 AND SET IN
 NO0289'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0113 ***********************************************************************
 NO0113  DESIGNATION -  J 63
 NO0113  PID         -  NO0113
 NO0113  STATE/COUNTY-  NE/THOMAS
 NO0113  USGS QUAD   -  DUCK LAKE SW (1986)
 NO0113
 NO0113                         *CURRENT SURVEY CONTROL
 NO0113  ___________________________________________________________________
 NO0113* NAD 83(1986)-  42 00 58.     (N)    100 43 45.     (W)     SCALED    
 NO0113* NAVD 88     -       890.947  (meters)    2923.05   (feet)  ADJUSTED  
 NO0113  ___________________________________________________________________
 NO0113  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 NO0113  DYNAMIC HT  -         890.481 (meters)    2921.52  (feet)  COMP
 NO0113  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 NO0113
 NO0113  VERT ORDER  -  SECOND    CLASS 0
 NO0113
 NO0113.The horizontal coordinates were scaled from a topographic map and have
 NO0113.an estimated accuracy of +/- 6 seconds.
 NO0113
 NO0113.The orthometric height was determined by differential leveling
 NO0113.and adjusted by the National Geodetic Survey in June 1991..
 NO0113
 NO0113.The geoid height was determined by GEOID03.
 NO0113
 NO0113.The dynamic height is computed by dividing the NAVD 88
 NO0113.geopotential number by the normal gravity value computed on the
 NO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0113.degrees latitude (g = 980.6199 gals.).
 NO0113
 NO0113.The modeled gravity was interpolated from observed gravity values.
 NO0113
 NO0113;                    North         East    Units  Estimated Accuracy
 NO0113;SPC NE       -   242,600.      439,620.      MT  (+/- 180 meters Scaled)
 NO0113
 NO0113                          SUPERSEDED SURVEY CONTROL
 NO0113
 NO0113  NGVD 29 (??/??/92)  890.616  (m)         2921.96   (f) ADJ UNCH    2 0
 NO0113
 NO0113.Superseded values are not recommended for survey control.
 NO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0113.See file dsdata.txt to determine how the superseded data were derived.
 NO0113
 NO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM568530(NAD 83)
 NO0113_MARKER: DB = BENCH MARK DISK
 NO0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0113_STAMPING: J 63 1934
 NO0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0113+STABILITY: SURFACE MOTION
 NO0113
 NO0113  HISTORY     - Date     Condition        Report By
 NO0113  HISTORY     - 1934     MONUMENTED       CGS
 NO0113  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0113
 NO0113                          STATION DESCRIPTION
 NO0113
 NO0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0113'5.6 MI E FROM SENECA.
 NO0113'5.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0113'FROM THE STATION AT SENECA, THOMAS COUNTY, 7 1/2 RAILS EAST OF
 NO0113'MILEPOST 252, AT A NORTH CURVE OF STATE HIGHWAY 2 OVER MIDDLE
 NO0113'LOUP RIVER, 56 FEET NORTH OF THE NORTH RAIL, 4.0 FEET SOUTHWEST
 NO0113'OF THE WEST END OF A RIGHT-OF-WAY FENCE GATE, AND 2.0 FEET SOUTH
 NO0113'OF THE FENCE.  A STANDARD DISK, STAMPED J 63 1934 AND SET IN
 NO0113'THE TOP OF A CONCRETE POST.
 NO0113
 NO0113                          STATION RECOVERY (1984)
 NO0113
 NO0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0017 ***********************************************************************
 MM0017  DESIGNATION -  J 64
 MM0017  PID         -  MM0017
 MM0017  STATE/COUNTY-  NE/BLAINE
 MM0017  USGS QUAD   -  DUNNING (1986)
 MM0017
 MM0017                         *CURRENT SURVEY CONTROL
 MM0017  ___________________________________________________________________
 MM0017* NAD 83(1986)-  41 48 31.     (N)    100 04 28.     (W)     SCALED    
 MM0017* NAVD 88     -       815.311  (meters)    2674.90   (feet)  ADJUSTED  
 MM0017  ___________________________________________________________________
 MM0017  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 MM0017  DYNAMIC HT  -         814.888 (meters)    2673.51  (feet)  COMP
 MM0017  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 MM0017
 MM0017  VERT ORDER  -  SECOND    CLASS 0
 MM0017
 MM0017.The horizontal coordinates were scaled from a topographic map and have
 MM0017.an estimated accuracy of +/- 6 seconds.
 MM0017
 MM0017.The orthometric height was determined by differential leveling
 MM0017.and adjusted by the National Geodetic Survey in June 1991..
 MM0017
 MM0017.The geoid height was determined by GEOID03.
 MM0017
 MM0017.The dynamic height is computed by dividing the NAVD 88
 MM0017.geopotential number by the normal gravity value computed on the
 MM0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0017.degrees latitude (g = 980.6199 gals.).
 MM0017
 MM0017.The modeled gravity was interpolated from observed gravity values.
 MM0017
 MM0017;                    North         East    Units  Estimated Accuracy
 MM0017;SPC NE       -   219,310.      493,820.      MT  (+/- 180 meters Scaled)
 MM0017
 MM0017                          SUPERSEDED SURVEY CONTROL
 MM0017
 MM0017  NGVD 29 (??/??/92)  815.014  (m)         2673.93   (f) ADJ UNCH    2 0
 MM0017
 MM0017.Superseded values are not recommended for survey control.
 MM0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0017.See file dsdata.txt to determine how the superseded data were derived.
 MM0017
 MM0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM107290(NAD 83)
 MM0017_MARKER: DB = BENCH MARK DISK
 MM0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0017_STAMPING: J 64 1934
 MM0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0017+STABILITY: SURFACE MOTION
 MM0017
 MM0017  HISTORY     - Date     Condition        Report By
 MM0017  HISTORY     - 1934     MONUMENTED       CGS
 MM0017  HISTORY     - 1939     GOOD             NGS
 MM0017  HISTORY     - 1977     GOOD             BNRR
 MM0017  HISTORY     - 19850808 MARK NOT FOUND   USPSQD
 MM0017
 MM0017                          STATION DESCRIPTION
 MM0017
 MM0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 MM0017'2.2 MI SE FROM DUNNING.
 MM0017'2.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0017'RAILROAD FROM THE STATION AT DUNNING, BLAINE COUNTY, 0.2 MILE
 MM0017'WEST OF MILEPOST 213, 97.2 FEET NORTH OF THE NORTH RAIL, 68.8
 MM0017'FEET NORTH OF A ROW OF POLES, 21.0 FEET EAST OF THE CENTER OF
 MM0017'A GATE, AND 2.8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MM0017'DISK, STAMPED J 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0017
 MM0017                          STATION RECOVERY (1977)
 MM0017
 MM0017'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 MM0017'DESCRIPTION STATES 21.0 FT. EAST OF GATE BUT THE BM IS 21.0 FT. WEST
 MM0017'OF A GATE.
 MM0017
 MM0017                          STATION RECOVERY (1985)
 MM0017
 MM0017'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0462 ***********************************************************************
 NN0462  DESIGNATION -  J 67
 NN0462  PID         -  NN0462
 NN0462  STATE/COUNTY-  NE/BROWN
 NN0462  USGS QUAD   -  GOLDMAN LAKE NE (1982)
 NN0462
 NN0462                         *CURRENT SURVEY CONTROL
 NN0462  ___________________________________________________________________
 NN0462* NAD 83(1986)-  42 08 04.     (N)    099 51 47.     (W)     SCALED    
 NN0462* NAVD 88     -       789.976  (meters)    2591.78   (feet)  ADJUSTED  
 NN0462  ___________________________________________________________________
 NN0462  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 NN0462  DYNAMIC HT  -         789.604 (meters)    2590.56  (feet)  COMP
 NN0462  MODELED GRAV-     980,124.8   (mgal)                       NAVD 88
 NN0462
 NN0462  VERT ORDER  -  SECOND    CLASS 0
 NN0462
 NN0462.The horizontal coordinates were scaled from a topographic map and have
 NN0462.an estimated accuracy of +/- 6 seconds.
 NN0462
 NN0462.The orthometric height was determined by differential leveling
 NN0462.and adjusted by the National Geodetic Survey in June 1991..
 NN0462
 NN0462.The geoid height was determined by GEOID03.
 NN0462
 NN0462.The dynamic height is computed by dividing the NAVD 88
 NN0462.geopotential number by the normal gravity value computed on the
 NN0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0462.degrees latitude (g = 980.6199 gals.).
 NN0462
 NN0462.The modeled gravity was interpolated from observed gravity values.
 NN0462
 NN0462;                    North         East    Units  Estimated Accuracy
 NN0462;SPC NE       -   255,500.      511,320.      MT  (+/- 180 meters Scaled)
 NN0462
 NN0462                          SUPERSEDED SURVEY CONTROL
 NN0462
 NN0462  NGVD 29 (??/??/92)  789.678  (m)         2590.80   (f) ADJ UNCH    2 0
 NN0462
 NN0462.Superseded values are not recommended for survey control.
 NN0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0462.See file dsdata.txt to determine how the superseded data were derived.
 NN0462
 NN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM286650(NAD 83)
 NN0462_MARKER: DB = BENCH MARK DISK
 NN0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0462_STAMPING: J 67 1935
 NN0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0462+STABILITY: SURFACE MOTION
 NN0462
 NN0462  HISTORY     - Date     Condition        Report By
 NN0462  HISTORY     - 1935     MONUMENTED       CGS
 NN0462  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0462
 NN0462                          STATION DESCRIPTION
 NN0462
 NN0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0462'15 MI N FROM BREWSTER.
 NN0462'IN BROWN COUNTY, ABOUT 15.0 MILES NORTH ALONG STATE HIGHWAY 7
 NN0462'FROM THE COUNTY COURTHOUSE AT BREWSTER, BLAINE COUNTY, AT THE
 NN0462'SOUTHEAST CORNER OF A FLAT BETWEEN SAND HILLS, ABOUT 57 FEET WEST
 NN0462'OF THE CENTER LINE OF A PLOWED FIRE LANE, AND 33 FEET EAST OF
 NN0462'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 67
 NN0462'1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0462
 NN0462                          STATION RECOVERY (1975)
 NN0462
 NN0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0102 ***********************************************************************
 MM0102  DESIGNATION -  J 7
 MM0102  PID         -  MM0102
 MM0102  STATE/COUNTY-  NE/LINCOLN
 MM0102  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0102
 MM0102                         *CURRENT SURVEY CONTROL
 MM0102  ___________________________________________________________________
 MM0102* NAD 83(1986)-  41 08 21.     (N)    100 45 31.     (W)     SCALED    
 MM0102* NAVD 88     -       854.667  (meters)    2804.02   (feet)  ADJUSTED  
 MM0102  ___________________________________________________________________
 MM0102  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 MM0102  DYNAMIC HT  -         854.171 (meters)    2802.39  (feet)  COMP
 MM0102  MODELED GRAV-     980,014.8   (mgal)                       NAVD 88
 MM0102
 MM0102  VERT ORDER  -  FIRST     CLASS II
 MM0102
 MM0102.The horizontal coordinates were scaled from a topographic map and have
 MM0102.an estimated accuracy of +/- 6 seconds.
 MM0102
 MM0102.The orthometric height was determined by differential leveling
 MM0102.and adjusted by the National Geodetic Survey in June 1994..
 MM0102
 MM0102.The geoid height was determined by GEOID03.
 MM0102
 MM0102.The dynamic height is computed by dividing the NAVD 88
 MM0102.geopotential number by the normal gravity value computed on the
 MM0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0102.degrees latitude (g = 980.6199 gals.).
 MM0102
 MM0102.The modeled gravity was interpolated from observed gravity values.
 MM0102
 MM0102;                    North         East    Units  Estimated Accuracy
 MM0102;SPC NE       -   145,260.      436,330.      MT  (+/- 180 meters Scaled)
 MM0102
 MM0102                          SUPERSEDED SURVEY CONTROL
 MM0102
 MM0102  NAVD 88 (06/15/91)  854.659  (m)         2803.99   (f) UNKNOWN     1 2
 MM0102  NGVD 29 (??/??/92)  854.319  (m)         2802.88   (f) ADJ UNCH    1 2
 MM0102
 MM0102.Superseded values are not recommended for survey control.
 MM0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0102.See file dsdata.txt to determine how the superseded data were derived.
 MM0102
 MM0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL524556(NAD 83)
 MM0102_MARKER: DB = BENCH MARK DISK
 MM0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0102_STAMPING: 2802.878 J 7 1933
 MM0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0102+STABILITY: SURFACE MOTION
 MM0102
 MM0102  HISTORY     - Date     Condition        Report By
 MM0102  HISTORY     - 1933     MONUMENTED       CGS
 MM0102  HISTORY     - 1934     GOOD             NGS
 MM0102  HISTORY     - 1970     MARK NOT FOUND   USGS
 MM0102  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0102  HISTORY     - 19910819 MARK NOT FOUND   NGS
 MM0102
 MM0102                          STATION DESCRIPTION
 MM0102
 MM0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MM0102'AT NORTH PLATTE.
 MM0102'AT NORTH PLATTE, LINCOLN COUNTY, ABOUT 193 FEET EAST OF THE
 MM0102'EAST END OF THE UNION PACIFIC RAILROAD STATION, IN THE NORTHEAST
 MM0102'CORNER OF THE STATION GROUNDS, 46.5 FEET SOUTH OF THE SOUTH
 MM0102'RAIL OF THE SOUTH MAIN TRACK, 92 FEET NORTH OF THE NORTH CURB
 MM0102'OF EAST FRONT STREET, 4 FEET WEST OF THE EAST IRON FENCE, AND
 MM0102'3.2 FEET SOUTH OF THE NORTH IRON FENCE.  A STANDARD DISK, STAMPED
 MM0102'2802.878 J 7 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MM0102'ABOUT 4 INCHES ABOVE GROUND.  NOTE-- THERE IS NOW A PARKING LOT
 MM0102'AT THIS LOCATION.
 MM0102
 MM0102                          STATION RECOVERY (1970)
 MM0102
 MM0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0102'MARK NOT FOUND.
 MM0102
 MM0102                          STATION RECOVERY (1986)
 MM0102
 MM0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0102'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 MM0102'BEEN DESTROYED.
 MM0102
 MM0102                          STATION RECOVERY (1991)
 MM0102
 MM0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0102'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0010 ***********************************************************************
 ML0010  DESIGNATION -  J 70 RESET
 ML0010  PID         -  ML0010
 ML0010  STATE/COUNTY-  NE/ANTELOPE
 ML0010  USGS QUAD   -  PARK CHURCH (1985)
 ML0010
 ML0010                         *CURRENT SURVEY CONTROL
 ML0010  ___________________________________________________________________
 ML0010* NAD 83(1986)-  41 59 15.     (N)    098 16 45.     (W)     SCALED    
 ML0010* NAVD 88     -       629.08   (meters)    2063.9    (feet)  RESET     
 ML0010  ___________________________________________________________________
 ML0010  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 ML0010
 ML0010  VERT ORDER  -  THIRD
 ML0010
 ML0010.The horizontal coordinates were scaled from a topographic map and have
 ML0010.an estimated accuracy of +/- 6 seconds.
 ML0010
 ML0010.The orthometric height was computed from unverified reset data.
 ML0010
 ML0010.The geoid height was determined by GEOID03.
 ML0010
 ML0010;                    North         East    Units  Estimated Accuracy
 ML0010;SPC NE       -   240,590.      642,550.      MT  (+/- 180 meters Scaled)
 ML0010
 ML0010                          SUPERSEDED SURVEY CONTROL
 ML0010
 ML0010  NGVD 29 (??/??/??)  628.85   (m)         2063.2    (f) RESET       3  
 ML0010
 ML0010.Superseded values are not recommended for survey control.
 ML0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0010.See file dsdata.txt to determine how the superseded data were derived.
 ML0010
 ML0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM597486(NAD 83)
 ML0010_MARKER: DB = BENCH MARK DISK
 ML0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0010_STAMPING: J 70 1935 RESET 1961
 ML0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0010+STABILITY: SURFACE MOTION
 ML0010
 ML0010  HISTORY     - Date     Condition        Report By
 ML0010  HISTORY     - 1961     MONUMENTED       CGS
 ML0010
 ML0010                          STATION DESCRIPTION
 ML0010
 ML0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ML0010'AT PARK CENTER.
 ML0010'AT PARK CENTER, 163 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 ML0010'THE SCHOOL BUILDING, 85 FEET NORTH OF THE CENTERLINE OF STATE
 ML0010'HIGHWAY NO. 70, 187 FEET WEST OF THE CENTER OF THE ENTRANCE
 ML0010'OF THE SCHOOL YARD, 10 FEET NORTH OF THE STATE RIGHT-OF-WAY
 ML0010'FENCE AND 3 FEET EAST OF ANOTHER NORTH AND SOUTH FENCE, AND
 ML0010'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0604 ***********************************************************************
 ML0604  DESIGNATION -  J 71
 ML0604  PID         -  ML0604
 ML0604  STATE/COUNTY-  NE/GARFIELD
 ML0604  USGS QUAD   -  BURWELL SE (1978)
 ML0604
 ML0604                         *CURRENT SURVEY CONTROL
 ML0604  ___________________________________________________________________
 ML0604* NAD 83(1986)-  41 46 52.     (N)    099 03 40.     (W)     SCALED    
 ML0604* NAVD 88     -       725.442  (meters)    2380.05   (feet)  ADJUSTED  
 ML0604  ___________________________________________________________________
 ML0604  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ML0604  DYNAMIC HT  -         725.093 (meters)    2378.91  (feet)  COMP
 ML0604  MODELED GRAV-     980,116.7   (mgal)                       NAVD 88
 ML0604
 ML0604  VERT ORDER  -  SECOND    CLASS 0
 ML0604
 ML0604.The horizontal coordinates were scaled from a topographic map and have
 ML0604.an estimated accuracy of +/- 6 seconds.
 ML0604
 ML0604.The orthometric height was determined by differential leveling
 ML0604.and adjusted by the National Geodetic Survey in June 1991..
 ML0604
 ML0604.The geoid height was determined by GEOID03.
 ML0604
 ML0604.The dynamic height is computed by dividing the NAVD 88
 ML0604.geopotential number by the normal gravity value computed on the
 ML0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0604.degrees latitude (g = 980.6199 gals.).
 ML0604
 ML0604.The modeled gravity was interpolated from observed gravity values.
 ML0604
 ML0604;                    North         East    Units  Estimated Accuracy
 ML0604;SPC NE       -   216,680.      578,030.      MT  (+/- 180 meters Scaled)
 ML0604
 ML0604                          SUPERSEDED SURVEY CONTROL
 ML0604
 ML0604  NGVD 29 (??/??/92)  725.180  (m)         2379.19   (f) ADJ UNCH    2 0
 ML0604
 ML0604.Superseded values are not recommended for survey control.
 ML0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0604.See file dsdata.txt to determine how the superseded data were derived.
 ML0604
 ML0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM949254(NAD 83)
 ML0604_MARKER: DB = BENCH MARK DISK
 ML0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0604_STAMPING: J-71 1935
 ML0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0604+STABILITY: SURFACE MOTION
 ML0604
 ML0604  HISTORY     - Date     Condition        Report By
 ML0604  HISTORY     - 1935     MONUMENTED       CGS
 ML0604  HISTORY     - 1938     GOOD             NGS
 ML0604
 ML0604                          STATION DESCRIPTION
 ML0604
 ML0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0604'4 MI E FROM BURWELL.
 ML0604'4.0 MILES EAST OF THE COURTHOUSE AT BURWELL, ALONG STATE HIGHWAY
 ML0604'NO. 91 BETWEEN BURWELL AND BARTLETT, 0.2 OF A MILE WEST OF
 ML0604'WHITE HOUSE DIARY FARM, 65.5 FEET NORTH OF THE CENTER OF THE
 ML0604'HIGHWAY, 2.0 FEET SOUTH OF THE RIGHT OF WAY FENCE, 3.0 ABOVE
 ML0604'THE LEVEL OF THE HIGHWAY.  A STANDARD DISK SET HORIZONTAL IN
 ML0604'A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0874 ***********************************************************************
 ML0874  DESIGNATION -  J 72
 ML0874  PID         -  ML0874
 ML0874  STATE/COUNTY-  NE/BLAINE
 ML0874  USGS QUAD   -  ALMERIA NW (1978)
 ML0874
 ML0874                         *CURRENT SURVEY CONTROL
 ML0874  ___________________________________________________________________
 ML0874* NAD 83(1986)-  41 55 43.     (N)    099 42 55.     (W)     SCALED    
 ML0874* NAVD 88     -       740.097  (meters)    2428.13   (feet)  ADJUSTED  
 ML0874  ___________________________________________________________________
 ML0874  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 ML0874  DYNAMIC HT  -         739.744 (meters)    2426.98  (feet)  COMP
 ML0874  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 ML0874
 ML0874  VERT ORDER  -  SECOND    CLASS 0
 ML0874
 ML0874.The horizontal coordinates were scaled from a topographic map and have
 ML0874.an estimated accuracy of +/- 6 seconds.
 ML0874
 ML0874.The orthometric height was determined by differential leveling
 ML0874.and adjusted by the National Geodetic Survey in June 1991..
 ML0874
 ML0874.The geoid height was determined by GEOID03.
 ML0874
 ML0874.The dynamic height is computed by dividing the NAVD 88
 ML0874.geopotential number by the normal gravity value computed on the
 ML0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0874.degrees latitude (g = 980.6199 gals.).
 ML0874
 ML0874.The modeled gravity was interpolated from observed gravity values.
 ML0874
 ML0874;                    North         East    Units  Estimated Accuracy
 ML0874;SPC NE       -   232,670.      523,610.      MT  (+/- 180 meters Scaled)
 ML0874
 ML0874                          SUPERSEDED SURVEY CONTROL
 ML0874
 ML0874  NGVD 29 (??/??/92)  739.824  (m)         2427.24   (f) ADJ UNCH    2 0
 ML0874
 ML0874.Superseded values are not recommended for survey control.
 ML0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0874.See file dsdata.txt to determine how the superseded data were derived.
 ML0874
 ML0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM406420(NAD 83)
 ML0874_MARKER: DB = BENCH MARK DISK
 ML0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0874_STAMPING: J 72 1935
 ML0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0874+STABILITY: SURFACE MOTION
 ML0874
 ML0874  HISTORY     - Date     Condition        Report By
 ML0874  HISTORY     - 1935     MONUMENTED       CGS
 ML0874  HISTORY     - 1950     GOOD             NGS
 ML0874
 ML0874                          STATION DESCRIPTION
 ML0874
 ML0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0874'8.2 MI E FROM BREWSTER.
 ML0874'8.2 MILES EAST ALONG STATE HIGHWAY 91 FROM THE COURTHOUSE AT
 ML0874'BREWSTER, 26 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 40
 ML0874'FEET EAST OF A FENCE CORNER, 1.1 FEET NORTH OF A FENCE, 2.1 FEET
 ML0874'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0874'IS 0.6 FOOT BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0090 ***********************************************************************
 NO0090  DESIGNATION -  J 73
 NO0090  PID         -  NO0090
 NO0090  STATE/COUNTY-  NE/CHERRY
 NO0090  USGS QUAD   -  MULE LAKE (1985)
 NO0090
 NO0090                         *CURRENT SURVEY CONTROL
 NO0090  ___________________________________________________________________
 NO0090* NAD 83(1986)-  42 25 28.     (N)    100 40 02.     (W)     SCALED    
 NO0090* NAVD 88     -       911.378  (meters)    2990.08   (feet)  ADJUSTED  
 NO0090  ___________________________________________________________________
 NO0090  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 NO0090  DYNAMIC HT  -         910.946 (meters)    2988.66  (feet)  COMP
 NO0090  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 NO0090
 NO0090  VERT ORDER  -  SECOND    CLASS 0
 NO0090
 NO0090.The horizontal coordinates were scaled from a topographic map and have
 NO0090.an estimated accuracy of +/- 6 seconds.
 NO0090
 NO0090.The orthometric height was determined by differential leveling
 NO0090.and adjusted by the National Geodetic Survey in June 1991..
 NO0090
 NO0090.The geoid height was determined by GEOID03.
 NO0090
 NO0090.The dynamic height is computed by dividing the NAVD 88
 NO0090.geopotential number by the normal gravity value computed on the
 NO0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0090.degrees latitude (g = 980.6199 gals.).
 NO0090
 NO0090.The modeled gravity was interpolated from observed gravity values.
 NO0090
 NO0090;                    North         East    Units  Estimated Accuracy
 NO0090;SPC NE       -   287,900.      445,100.      MT  (+/- 180 meters Scaled)
 NO0090
 NO0090                          SUPERSEDED SURVEY CONTROL
 NO0090
 NO0090  NGVD 29 (??/??/92)  911.067  (m)         2989.06   (f) ADJ UNCH    2 0
 NO0090
 NO0090.Superseded values are not recommended for survey control.
 NO0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0090.See file dsdata.txt to determine how the superseded data were derived.
 NO0090
 NO0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM628982(NAD 83)
 NO0090_MARKER: DB = BENCH MARK DISK
 NO0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0090_STAMPING: J 73 1934
 NO0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0090+STABILITY: SURFACE MOTION
 NO0090
 NO0090  HISTORY     - Date     Condition        Report By
 NO0090  HISTORY     - 1934     MONUMENTED       CGS
 NO0090  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0090
 NO0090                          STATION DESCRIPTION
 NO0090
 NO0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0090'12.1 MI N FROM BROWNLEE.
 NO0090'ABOUT 12.1 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0090'AT BROWNLEE, CHERRY COUNTY, ABOUT 0.1 MILE NORTH OF A FARMHOUSE,
 NO0090'AT A LARGE POPLAR GROVE, 6 FEET NORTH OF THE FENCE, AND 1.5 FEET
 NO0090'WEST OF THE CENTER OF AN AUTOMOBILE GATE.  A STANDARD DISK,
 NO0090'STAMPED J 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0090
 NO0090                          STATION RECOVERY (1984)
 NO0090
 NO0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0021 ***********************************************************************
 MN0021  DESIGNATION -  J 74
 MN0021  PID         -  MN0021
 MN0021  STATE/COUNTY-  NE/GARDEN
 MN0021  USGS QUAD   -  BLACK LAKE (1986)
 MN0021
 MN0021                         *CURRENT SURVEY CONTROL
 MN0021  ___________________________________________________________________
 MN0021* NAD 83(1986)-  41 56 00.     (N)    102 20 04.     (W)     SCALED    
 MN0021* NAVD 88     -      1191.306  (meters)    3908.48   (feet)  ADJUSTED  
 MN0021  ___________________________________________________________________
 MN0021  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 MN0021  DYNAMIC HT  -        1190.604 (meters)    3906.17  (feet)  COMP
 MN0021  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 MN0021
 MN0021  VERT ORDER  -  SECOND    CLASS 0
 MN0021
 MN0021.The horizontal coordinates were scaled from a topographic map and have
 MN0021.an estimated accuracy of +/- 6 seconds.
 MN0021
 MN0021.The orthometric height was determined by differential leveling
 MN0021.and adjusted by the National Geodetic Survey in June 1991..
 MN0021
 MN0021.The geoid height was determined by GEOID03.
 MN0021
 MN0021.The dynamic height is computed by dividing the NAVD 88
 MN0021.geopotential number by the normal gravity value computed on the
 MN0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0021.degrees latitude (g = 980.6199 gals.).
 MN0021
 MN0021.The modeled gravity was interpolated from observed gravity values.
 MN0021
 MN0021;                    North         East    Units  Estimated Accuracy
 MN0021;SPC NE       -   235,770.      306,470.      MT  (+/- 180 meters Scaled)
 MN0021
 MN0021                          SUPERSEDED SURVEY CONTROL
 MN0021
 MN0021  NGVD 29 (??/??/92) 1190.754  (m)         3906.67   (f) ADJ UNCH    2 0
 MN0021
 MN0021.Superseded values are not recommended for survey control.
 MN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0021.See file dsdata.txt to determine how the superseded data were derived.
 MN0021
 MN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG209458(NAD 83)
 MN0021_MARKER: DB = BENCH MARK DISK
 MN0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0021_STAMPING: J 74 1934
 MN0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0021+STABILITY: SURFACE MOTION
 MN0021
 MN0021  HISTORY     - Date     Condition        Report By
 MN0021  HISTORY     - 1934     MONUMENTED       CGS
 MN0021  HISTORY     - 1938     GOOD             NGS
 MN0021
 MN0021                          STATION DESCRIPTION
 MN0021
 MN0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0021'11.3 MI S FROM ELLSWORTH.
 MN0021'IN GARDEN COUNTY, 11.3 MILES SOUTH ALONG STATE HIGHWAY 27 AND
 MN0021'THE MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0021'STATION AT ELLSWORTH, SHERIDAN COUNTY, 30 FEET EAST OF THE CENTER
 MN0021'OF AN AUTO GATE, AND 2-1/2 FEET NORTH OF AN EAST-AND-WEST FENCE.
 MN0021'A STANDARD DISK, STAMPED J 74 1934 AND SET IN THE TOP OF A
 MN0021'CONCRETE POST.
 MN0021
 MN0021                          STATION RECOVERY (1938)
 MN0021
 MN0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MN0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0090 ***********************************************************************
 NP0090  DESIGNATION -  J 75
 NP0090  PID         -  NP0090
 NP0090  STATE/COUNTY-  NE/SHERIDAN
 NP0090  USGS QUAD   -  DOLLY WARDEN LAKE (1989)
 NP0090
 NP0090                         *CURRENT SURVEY CONTROL
 NP0090  ___________________________________________________________________
 NP0090* NAD 83(1986)-  42 27 06.     (N)    102 08 36.     (W)     SCALED    
 NP0090* NAVD 88     -      1165.782  (meters)    3824.74   (feet)  ADJUSTED  
 NP0090  ___________________________________________________________________
 NP0090  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 NP0090  DYNAMIC HT  -        1165.171 (meters)    3822.73  (feet)  COMP
 NP0090  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 NP0090
 NP0090  VERT ORDER  -  SECOND    CLASS 0
 NP0090
 NP0090.The horizontal coordinates were scaled from a topographic map and have
 NP0090.an estimated accuracy of +/- 6 seconds.
 NP0090
 NP0090.The orthometric height was determined by differential leveling
 NP0090.and adjusted by the National Geodetic Survey in June 1991..
 NP0090
 NP0090.The geoid height was determined by GEOID03.
 NP0090
 NP0090.The dynamic height is computed by dividing the NAVD 88
 NP0090.geopotential number by the normal gravity value computed on the
 NP0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0090.degrees latitude (g = 980.6199 gals.).
 NP0090
 NP0090.The modeled gravity was interpolated from observed gravity values.
 NP0090
 NP0090;                    North         East    Units  Estimated Accuracy
 NP0090;SPC NE       -   292,900.      323,740.      MT  (+/- 180 meters Scaled)
 NP0090
 NP0090                          SUPERSEDED SURVEY CONTROL
 NP0090
 NP0090  NGVD 29 (??/??/92) 1165.258  (m)         3823.02   (f) ADJ UNCH    2 0
 NP0090
 NP0090.Superseded values are not recommended for survey control.
 NP0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0090.See file dsdata.txt to determine how the superseded data were derived.
 NP0090
 NP0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH349038(NAD 83)
 NP0090_MARKER: DB = BENCH MARK DISK
 NP0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0090_STAMPING: J 75 1934
 NP0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0090+STABILITY: SURFACE MOTION
 NP0090
 NP0090  HISTORY     - Date     Condition        Report By
 NP0090  HISTORY     - 1934     MONUMENTED       CGS
 NP0090  HISTORY     - 1948     MARK NOT FOUND   NGS
 NP0090
 NP0090                          STATION DESCRIPTION
 NP0090
 NP0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NP0090'14.6 MI S FROM GORDON.
 NP0090'14.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0090'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, THENCE
 NP0090'13.2 MILES SOUTH ALONG THE ELLSWORTH ROAD, AT THE SPRING LAKE
 NP0090'RANCH, 42 FEET SOUTH OF THE CENTER OF THE ENTRANCE TO THE YARD,
 NP0090'47 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 3 FEET EAST OF
 NP0090'A FENCE.  A STANDARD DISK, STAMPED J 75 1934 AND SET IN THE
 NP0090'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0223 ***********************************************************************
 MN0223  DESIGNATION -  J 76
 MN0223  PID         -  MN0223
 MN0223  STATE/COUNTY-  NE/KIMBALL
 MN0223  USGS QUAD   -  KIMBALL (1972)
 MN0223
 MN0223                         *CURRENT SURVEY CONTROL
 MN0223  ___________________________________________________________________
 MN0223* NAD 83(1986)-  41 14 07.     (N)    103 44 21.     (W)     SCALED    
 MN0223* NAVD 88     -      1447.335  (meters)    4748.46   (feet)  ADJUSTED  
 MN0223  ___________________________________________________________________
 MN0223  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 MN0223  DYNAMIC HT  -        1446.262 (meters)    4744.94  (feet)  COMP
 MN0223  MODELED GRAV-     979,831.4   (mgal)                       NAVD 88
 MN0223
 MN0223  VERT ORDER  -  SECOND    CLASS 0
 MN0223
 MN0223.The horizontal coordinates were scaled from a topographic map and have
 MN0223.an estimated accuracy of +/- 6 seconds.
 MN0223
 MN0223.The orthometric height was determined by differential leveling
 MN0223.and adjusted by the National Geodetic Survey in June 1991..
 MN0223
 MN0223.The geoid height was determined by GEOID03.
 MN0223
 MN0223.The dynamic height is computed by dividing the NAVD 88
 MN0223.geopotential number by the normal gravity value computed on the
 MN0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0223.degrees latitude (g = 980.6199 gals.).
 MN0223
 MN0223.The modeled gravity was interpolated from observed gravity values.
 MN0223
 MN0223;                    North         East    Units  Estimated Accuracy
 MN0223;SPC NE       -   162,430.      186,730.      MT  (+/- 180 meters Scaled)
 MN0223
 MN0223                          SUPERSEDED SURVEY CONTROL
 MN0223
 MN0223  NGVD 29 (??/??/92) 1446.622  (m)         4746.13   (f) ADJ UNCH    2 0
 MN0223
 MN0223.Superseded values are not recommended for survey control.
 MN0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0223.See file dsdata.txt to determine how the superseded data were derived.
 MN0223
 MN0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF056656(NAD 83)
 MN0223_MARKER: DB = BENCH MARK DISK
 MN0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0223_STAMPING: J 76 1934
 MN0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0223+STABILITY: SURFACE MOTION
 MN0223
 MN0223  HISTORY     - Date     Condition        Report By
 MN0223  HISTORY     - 1934     MONUMENTED       CGS
 MN0223  HISTORY     - 1953     GOOD             NGS
 MN0223
 MN0223                          STATION DESCRIPTION
 MN0223
 MN0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0223'4 MI W FROM KIMBALL.
 MN0223'4.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0223'AT KIMBALL, KIMBALL COUNTY, 16 POLES EAST OF MILEPOST 449, 2
 MN0223'POLES EAST OF A ROAD CROSSING, 67.9 FEET SOUTH OF THE SOUTH RAIL,
 MN0223'21 FEET EAST AND 17 FEET NORTH OF A POLE, 16.7 FEET EAST OF A
 MN0223'FENCE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MN0223'STAMPED J 76 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0223
 MN0223                          STATION RECOVERY (1953)
 MN0223
 MN0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 MN0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0579 ***********************************************************************
 MK0579  DESIGNATION -  J 77
 MK0579  PID         -  MK0579
 MK0579  STATE/COUNTY-  NE/DOUGLAS
 MK0579  USGS QUAD   -  FREMONT EAST (1983)
 MK0579
 MK0579                         *CURRENT SURVEY CONTROL
 MK0579  ___________________________________________________________________
 MK0579* NAD 83(1986)-  41 22 30.     (N)    096 25 32.     (W)     SCALED    
 MK0579* NAVD 88     -       357.760  (meters)    1173.75   (feet)  ADJUSTED  
 MK0579  ___________________________________________________________________
 MK0579  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 MK0579  DYNAMIC HT  -         357.594 (meters)    1173.21  (feet)  COMP
 MK0579  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 MK0579
 MK0579  VERT ORDER  -  SECOND    CLASS 0
 MK0579
 MK0579.The horizontal coordinates were scaled from a topographic map and have
 MK0579.an estimated accuracy of +/- 6 seconds.
 MK0579
 MK0579.The orthometric height was determined by differential leveling
 MK0579.and adjusted by the National Geodetic Survey in June 1991..
 MK0579
 MK0579.The geoid height was determined by GEOID03.
 MK0579
 MK0579.The dynamic height is computed by dividing the NAVD 88
 MK0579.geopotential number by the normal gravity value computed on the
 MK0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0579.degrees latitude (g = 980.6199 gals.).
 MK0579
 MK0579.The modeled gravity was interpolated from observed gravity values.
 MK0579
 MK0579;                    North         East    Units  Estimated Accuracy
 MK0579;SPC NE       -   177,340.      798,840.      MT  (+/- 180 meters Scaled)
 MK0579
 MK0579                          SUPERSEDED SURVEY CONTROL
 MK0579
 MK0579  NGVD 29 (??/??/92)  357.615  (m)         1173.28   (f) ADJ UNCH    2 0
 MK0579
 MK0579.Superseded values are not recommended for survey control.
 MK0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0579.See file dsdata.txt to determine how the superseded data were derived.
 MK0579
 MK0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL152835(NAD 83)
 MK0579_MARKER: DB = BENCH MARK DISK
 MK0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0579_STAMPING: J 77 1934
 MK0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0579+STABILITY: SURFACE MOTION
 MK0579
 MK0579  HISTORY     - Date     Condition        Report By
 MK0579  HISTORY     - 1934     MONUMENTED       CGS
 MK0579  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0579  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 MK0579
 MK0579                          STATION DESCRIPTION
 MK0579
 MK0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0579'AT MERCER.
 MK0579'AT MERCER, DOUGLAS COUNTY, ON THE UNION PACIFIC RAILROAD, 237
 MK0579'FEET NORTH OF MILEPOST 34, AT A ROAD CROSSING, 43.9 FEET EAST
 MK0579'OF THE CENTER OF THE CROSSING, 22.4 FEET NORTHEAST OF THE
 MK0579'NORTHEAST RAIL, 23.9 FEET SOUTHEAST OF THE CENTERLINE OF THE
 MK0579'ROAD, AND 4.6 FEET SOUTHWEST OF A FENCE.  A STANDARD DISK,
 MK0579'STAMPED J 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MK0579
 MK0579                          STATION RECOVERY (1976)
 MK0579
 MK0579'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0579'MARK NOT FOUND.
 MK0579
 MK0579                          STATION RECOVERY (1976)
 MK0579
 MK0579'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 MK0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0693 ***********************************************************************
 MJ0693  DESIGNATION -  J 78
 MJ0693  PID         -  MJ0693
 MJ0693  STATE/COUNTY-  NE/SARPY
 MJ0693  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0693
 MJ0693                         *CURRENT SURVEY CONTROL
 MJ0693  ___________________________________________________________________
 MJ0693* NAD 83(1986)-  41 08 24.     (N)    095 55 58.     (W)     SCALED    
 MJ0693* NAVD 88     -       300.764  (meters)     986.76   (feet)  ADJUSTED  
 MJ0693  ___________________________________________________________________
 MJ0693  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MJ0693  DYNAMIC HT  -         300.641 (meters)     986.35  (feet)  COMP
 MJ0693  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 MJ0693
 MJ0693  VERT ORDER  -  SECOND    CLASS 0
 MJ0693
 MJ0693.The horizontal coordinates were scaled from a topographic map and have
 MJ0693.an estimated accuracy of +/- 6 seconds.
 MJ0693
 MJ0693.The orthometric height was determined by differential leveling
 MJ0693.and adjusted by the National Geodetic Survey in June 1991..
 MJ0693
 MJ0693.The geoid height was determined by GEOID03.
 MJ0693
 MJ0693.The dynamic height is computed by dividing the NAVD 88
 MJ0693.geopotential number by the normal gravity value computed on the
 MJ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0693.degrees latitude (g = 980.6199 gals.).
 MJ0693
 MJ0693.The modeled gravity was interpolated from observed gravity values.
 MJ0693
 MJ0693;                    North         East    Units  Estimated Accuracy
 MJ0693;SPC NE       -   153,100.      841,240.      MT  (+/- 180 meters Scaled)
 MJ0693
 MJ0693                          SUPERSEDED SURVEY CONTROL
 MJ0693
 MJ0693  NGVD 29 (??/??/92)  300.662  (m)          986.42   (f) ADJ UNCH    2 0
 MJ0693
 MJ0693.Superseded values are not recommended for survey control.
 MJ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0693.See file dsdata.txt to determine how the superseded data were derived.
 MJ0693
 MJ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF538584(NAD 83)
 MJ0693_MARKER: DB = BENCH MARK DISK
 MJ0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0693_STAMPING: J 78 1934
 MJ0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0693+STABILITY: SURFACE MOTION
 MJ0693
 MJ0693  HISTORY     - Date     Condition        Report By
 MJ0693  HISTORY     - 1934     MONUMENTED       CGS
 MJ0693  HISTORY     - 1955     GOOD             NGS
 MJ0693
 MJ0693                          STATION DESCRIPTION
 MJ0693
 MJ0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MJ0693'1 MI N FROM FORT CROOK.
 MJ0693'1.0 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 MJ0693'STATION AT FORT COOK, SARPY COUNTY, 0.7 MILE SOUTH OF THE
 MJ0693'CROSSING OF THE UNION PACIFIC RAILROAD, AT A HIGHWAY CROSSING,
 MJ0693'78 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32 FEET EAST OF
 MJ0693'THE EAST RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 MJ0693'STAMPED J 78 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0679 ***********************************************************************
 MK0679  DESIGNATION -  J 79
 MK0679  PID         -  MK0679
 MK0679  STATE/COUNTY-  NE/SARPY
 MK0679  USGS QUAD   -  GRETNA (1984)
 MK0679
 MK0679                         *CURRENT SURVEY CONTROL
 MK0679  ___________________________________________________________________
 MK0679* NAD 83(1986)-  41 10 43.     (N)    096 11 44.     (W)     SCALED    
 MK0679* NAVD 88     -       342.640  (meters)    1124.14   (feet)  ADJUSTED  
 MK0679  ___________________________________________________________________
 MK0679  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 MK0679  DYNAMIC HT  -         342.493 (meters)    1123.66  (feet)  COMP
 MK0679  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 MK0679
 MK0679  VERT ORDER  -  SECOND    CLASS 0
 MK0679
 MK0679.The horizontal coordinates were scaled from a topographic map and have
 MK0679.an estimated accuracy of +/- 6 seconds.
 MK0679
 MK0679.The orthometric height was determined by differential leveling
 MK0679.and adjusted by the National Geodetic Survey in June 1991..
 MK0679
 MK0679.The geoid height was determined by GEOID03.
 MK0679
 MK0679.The dynamic height is computed by dividing the NAVD 88
 MK0679.geopotential number by the normal gravity value computed on the
 MK0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0679.degrees latitude (g = 980.6199 gals.).
 MK0679
 MK0679.The modeled gravity was interpolated from observed gravity values.
 MK0679
 MK0679;                    North         East    Units  Estimated Accuracy
 MK0679;SPC NE       -   156,380.      819,020.      MT  (+/- 180 meters Scaled)
 MK0679
 MK0679                          SUPERSEDED SURVEY CONTROL
 MK0679
 MK0679  NGVD 29 (??/??/92)  342.565  (m)         1123.90   (f) ADJ UNCH    2 0
 MK0679
 MK0679.Superseded values are not recommended for survey control.
 MK0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0679.See file dsdata.txt to determine how the superseded data were derived.
 MK0679
 MK0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL352623(NAD 83)
 MK0679_MARKER: DB = BENCH MARK DISK
 MK0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0679_STAMPING: J 79 1935
 MK0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0679+STABILITY: SURFACE MOTION
 MK0679
 MK0679  HISTORY     - Date     Condition        Report By
 MK0679  HISTORY     - 1935     MONUMENTED       CGS
 MK0679  HISTORY     - 1952     GOOD             NGS
 MK0679
 MK0679                          STATION DESCRIPTION
 MK0679
 MK0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0679'2.4 MI SW FROM CHALCO.
 MK0679'2.4 MILES WEST OF DEPOT BY RAIL.  ALONG THE CHICAGO, BURLINGTON
 MK0679'AND QUINCY RAILROAD BETWEEN OMAHA AND LINCOLN NEBRASKA, 120.7 FEET
 MK0679'NORTH OF CORNER OF STATION, 60.4 FEET NORTHWEST OF ROAD CROSSING,
 MK0679'AND 24.6 FEET NORTH OF NORTH RAIL.
 MK0679
 MK0679                          STATION RECOVERY (1952)
 MK0679
 MK0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 MK0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0217 ***********************************************************************
 MM0217  DESIGNATION -  J 8
 MM0217  PID         -  MM0217
 MM0217  STATE/COUNTY-  NE/KEITH
 MM0217  USGS QUAD   -  OGALLALA (1971)
 MM0217
 MM0217                         *CURRENT SURVEY CONTROL
 MM0217  ___________________________________________________________________
 MM0217* NAD 83(1986)-  41 07 46.     (N)    101 41 13.     (W)     SCALED    
 MM0217* NAVD 88     -       975.934  (meters)    3201.88   (feet)  ADJUSTED  
 MM0217  ___________________________________________________________________
 MM0217  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 MM0217  DYNAMIC HT  -         975.336 (meters)    3199.91  (feet)  COMP
 MM0217  MODELED GRAV-     979,977.4   (mgal)                       NAVD 88
 MM0217
 MM0217  VERT ORDER  -  FIRST     CLASS II
 MM0217
 MM0217.The horizontal coordinates were scaled from a topographic map and have
 MM0217.an estimated accuracy of +/- 6 seconds.
 MM0217
 MM0217.The orthometric height was determined by differential leveling
 MM0217.and adjusted by the National Geodetic Survey in June 1991..
 MM0217
 MM0217.The geoid height was determined by GEOID03.
 MM0217
 MM0217.The dynamic height is computed by dividing the NAVD 88
 MM0217.geopotential number by the normal gravity value computed on the
 MM0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0217.degrees latitude (g = 980.6199 gals.).
 MM0217
 MM0217.The modeled gravity was interpolated from observed gravity values.
 MM0217
 MM0217;                    North         East    Units  Estimated Accuracy
 MM0217;SPC NE       -   145,280.      358,400.      MT  (+/- 180 meters Scaled)
 MM0217
 MM0217                          SUPERSEDED SURVEY CONTROL
 MM0217
 MM0217  NGVD 29 (02/14/92)  975.511  (m)         3200.49   (f) ADJUSTED    1 2
 MM0217
 MM0217.Superseded values are not recommended for survey control.
 MM0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0217.See file dsdata.txt to determine how the superseded data were derived.
 MM0217
 MM0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL744566(NAD 83)
 MM0217_MARKER: DB = BENCH MARK DISK
 MM0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0217_SP_SET: CONCRETE POST
 MM0217_STAMPING: J 8 1933 3200.489
 MM0217_MARK LOGO: CGS   
 MM0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0217+STABILITY: SURFACE MOTION
 MM0217
 MM0217  HISTORY     - Date     Condition        Report By
 MM0217  HISTORY     - 1933     MONUMENTED       CGS
 MM0217  HISTORY     - 1941     GOOD             NGS
 MM0217  HISTORY     - 1985     GOOD             DMA
 MM0217  HISTORY     - 1986     GOOD             NGS
 MM0217  HISTORY     - 19980710 GOOD             USPSQD
 MM0217
 MM0217                          STATION DESCRIPTION
 MM0217
 MM0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0217'1.7 MI E FROM OGALLALA.
 MM0217'ABOUT 1.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0217'OGALLALA, KEITH COUNTY, ABOUT 3 POLES WEST OF MILEPOST 333, AT
 MM0217'A PRIVATE-ROAD CROSSING, 26 FEET EAST OF THE CENTER LINE OF THE
 MM0217'ROAD, ABOUT 200 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 MM0217'30, 79 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK,
 MM0217'ABOUT 107 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, IN LINE
 MM0217'WITH A ROW OF POLES, AND 10.5 FEET EAST OF A POLE.  A STANDARD
 MM0217'DISK, STAMPED 3200.489 J 8 1933 AND SET IN THE TOP OF A CONCRETE
 MM0217'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MM0217
 MM0217                          STATION RECOVERY (1941)
 MM0217
 MM0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MM0217'RECOVERED IN GOOD CONDITION.
 MM0217
 MM0217                          STATION RECOVERY (1985)
 MM0217
 MM0217'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MM0217'RECOVERED IN GOOD CONDITION.
 MM0217
 MM0217                          STATION RECOVERY (1986)
 MM0217
 MM0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0217'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.7 KM (1.7
 MM0217'MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 26 AND
 MM0217'STATE ROUTE 61 AT OGALLALA, 1.5 METERS (5 FT) NORTH OF AN EAST-WEST
 MM0217'FENCE AND 0.3 METER (1 FT) NORTH-NORTHEAST OF A WITNESS POST.
 MM0217
 MM0217                          STATION RECOVERY (1998)
 MM0217
 MM0217'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0391 ***********************************************************************
 LG0391  DESIGNATION -  J 80
 LG0391  PID         -  LG0391
 LG0391  STATE/COUNTY-  NE/LANCASTER
 LG0391  USGS QUAD   -  LINCOLN (1980)
 LG0391
 LG0391                         *CURRENT SURVEY CONTROL
 LG0391  ___________________________________________________________________
 LG0391* NAD 83(1986)-  40 48 26.     (N)    096 44 35.     (W)     SCALED    
 LG0391* NAVD 88     -       350.853  (meters)    1151.09   (feet)  ADJUSTED  
 LG0391  ___________________________________________________________________
 LG0391  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 LG0391  DYNAMIC HT  -         350.695 (meters)    1150.57  (feet)  COMP
 LG0391  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 LG0391
 LG0391  VERT ORDER  -  SECOND    CLASS 0
 LG0391
 LG0391.The horizontal coordinates were scaled from a topographic map and have
 LG0391.an estimated accuracy of +/- 6 seconds.
 LG0391
 LG0391.The orthometric height was determined by differential leveling
 LG0391.and adjusted by the National Geodetic Survey in June 1991..
 LG0391
 LG0391.The geoid height was determined by GEOID03.
 LG0391
 LG0391.The dynamic height is computed by dividing the NAVD 88
 LG0391.geopotential number by the normal gravity value computed on the
 LG0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0391.degrees latitude (g = 980.6199 gals.).
 LG0391
 LG0391.The modeled gravity was interpolated from observed gravity values.
 LG0391
 LG0391;                    North         East    Units  Estimated Accuracy
 LG0391;SPC NE       -   113,300.      774,680.      MT  (+/- 180 meters Scaled)
 LG0391
 LG0391                          SUPERSEDED SURVEY CONTROL
 LG0391
 LG0391  NGVD 29 (??/??/92)  350.720  (m)         1150.65   (f) ADJ UNCH    2 0
 LG0391
 LG0391.Superseded values are not recommended for survey control.
 LG0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0391.See file dsdata.txt to determine how the superseded data were derived.
 LG0391
 LG0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL903198(NAD 83)
 LG0391_MARKER: DB = BENCH MARK DISK
 LG0391_SETTING: 0 = UNSPECIFIED SETTING
 LG0391_STAMPING: J 30 1935
 LG0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0391
 LG0391  HISTORY     - Date     Condition        Report By
 LG0391  HISTORY     - 1935     MONUMENTED       CGS
 LG0391  HISTORY     - 1959     GOOD             NGS
 LG0391  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0391
 LG0391                          STATION DESCRIPTION
 LG0391
 LG0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LG0391'1.9 MI W FROM LINCOLN.
 LG0391'MARK IS LOCATED IN THE C.B. AND Q. RAILROAD REPAIR YARD 1.9 MILES
 LG0391'WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE
 LG0391'STATION AT LINCOLN, NEAR THE SOUTH END OF A FOOTBRIDGE OVER THE
 LG0391'YARDS, 81 FEET WEST OF THE CENTERLINE OF THE SOUTH END OF THE
 LG0391'FOOTBRIDGE, 42 FEET SOUTH OF THE CENTER OF THE SECOND SET OF
 LG0391'TRACKS NORTH OF THE SOUTH END OF THE FOOTBRIDGE, AND 2 FEET
 LG0391'SOUTHEAST OF A TELEGRAPH POLE.  THE MARK IS 3 FEET BELOW THE SURFACE
 LG0391'DUE TO A FILL MADE RECENTLY BY THE RAILROAD COMPANY.  A 4 INCH
 LG0391'TILE, 4 FEET IN LENGTH HAS BEEN PLACED OVER THE MARK AND PROJECTS
 LG0391'1 FOOT ABOVE THE GROUND.
 LG0391
 LG0391                          STATION RECOVERY (1964)
 LG0391
 LG0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0387 ***********************************************************************
 LG0387  DESIGNATION -  J 82
 LG0387  PID         -  LG0387
 LG0387  STATE/COUNTY-  NE/LANCASTER
 LG0387  USGS QUAD   -  DAVEY (1972)
 LG0387
 LG0387                         *CURRENT SURVEY CONTROL
 LG0387  ___________________________________________________________________
 LG0387* NAD 83(1986)-  40 58 22.     (N)    096 40 18.     (W)     SCALED    
 LG0387* NAVD 88     -       395.252  (meters)    1296.76   (feet)  ADJUSTED  
 LG0387  ___________________________________________________________________
 LG0387  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 LG0387  DYNAMIC HT  -         395.076 (meters)    1296.18  (feet)  COMP
 LG0387  MODELED GRAV-     980,166.2   (mgal)                       NAVD 88
 LG0387
 LG0387  VERT ORDER  -  SECOND    CLASS 0
 LG0387
 LG0387.The horizontal coordinates were scaled from a topographic map and have
 LG0387.an estimated accuracy of +/- 6 seconds.
 LG0387
 LG0387.The orthometric height was determined by differential leveling
 LG0387.and adjusted by the National Geodetic Survey in June 1991..
 LG0387
 LG0387.The geoid height was determined by GEOID03.
 LG0387
 LG0387.The dynamic height is computed by dividing the NAVD 88
 LG0387.geopotential number by the normal gravity value computed on the
 LG0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0387.degrees latitude (g = 980.6199 gals.).
 LG0387
 LG0387.The modeled gravity was interpolated from observed gravity values.
 LG0387
 LG0387;                    North         East    Units  Estimated Accuracy
 LG0387;SPC NE       -   131,900.      779,990.      MT  (+/- 180 meters Scaled)
 LG0387
 LG0387                          SUPERSEDED SURVEY CONTROL
 LG0387
 LG0387  NGVD 29 (??/??/92)  395.135  (m)         1296.37   (f) ADJ UNCH    2 0
 LG0387
 LG0387.Superseded values are not recommended for survey control.
 LG0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0387.See file dsdata.txt to determine how the superseded data were derived.
 LG0387
 LG0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL959383(NAD 83)
 LG0387_MARKER: DB = BENCH MARK DISK
 LG0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0387_STAMPING: J 82 1935
 LG0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0387+STABILITY: SURFACE MOTION
 LG0387
 LG0387  HISTORY     - Date     Condition        Report By
 LG0387  HISTORY     - 1935     MONUMENTED       CGS
 LG0387
 LG0387                          STATION DESCRIPTION
 LG0387
 LG0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0387'0.9 MI S FROM DAVEY.
 LG0387'0.9 MILE SOUTH OF DAVEY BY RAIL.  ALONG THE CHICAGO AND NORTH
 LG0387'WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA, 210 FEET
 LG0387'NORTH OF BRIDGE B-70, 34.2 FEET WEST OF WEST RAIL, 17.5 FEET EAST
 LG0387'OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1624 ***********************************************************************
 MK1624  DESIGNATION -  J 84
 MK1624  PID         -  MK1624
 MK1624  STATE/COUNTY-  NE/BOONE
 MK1624  USGS QUAD   -  ALBION EAST (1985)
 MK1624
 MK1624                         *CURRENT SURVEY CONTROL
 MK1624  ___________________________________________________________________
 MK1624* NAD 83(1986)-  41 41 46.     (N)    097 55 05.     (W)     SCALED    
 MK1624* NAVD 88     -       540.910  (meters)    1774.64   (feet)  ADJUSTED  
 MK1624  ___________________________________________________________________
 MK1624  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 MK1624  DYNAMIC HT  -         540.679 (meters)    1773.88  (feet)  COMP
 MK1624  MODELED GRAV-     980,177.3   (mgal)                       NAVD 88
 MK1624
 MK1624  VERT ORDER  -  SECOND    CLASS 0
 MK1624
 MK1624.The horizontal coordinates were scaled from a topographic map and have
 MK1624.an estimated accuracy of +/- 6 seconds.
 MK1624
 MK1624.The orthometric height was determined by differential leveling
 MK1624.and adjusted by the National Geodetic Survey in June 1991..
 MK1624
 MK1624.The geoid height was determined by GEOID03.
 MK1624
 MK1624.The dynamic height is computed by dividing the NAVD 88
 MK1624.geopotential number by the normal gravity value computed on the
 MK1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1624.degrees latitude (g = 980.6199 gals.).
 MK1624
 MK1624.The modeled gravity was interpolated from observed gravity values.
 MK1624
 MK1624;                    North         East    Units  Estimated Accuracy
 MK1624;SPC NE       -   208,900.      673,230.      MT  (+/- 180 meters Scaled)
 MK1624
 MK1624                          SUPERSEDED SURVEY CONTROL
 MK1624
 MK1624  NGVD 29 (??/??/92)  540.704  (m)         1773.96   (f) ADJ UNCH    2 0
 MK1624
 MK1624.Superseded values are not recommended for survey control.
 MK1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1624.See file dsdata.txt to determine how the superseded data were derived.
 MK1624
 MK1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM900166(NAD 83)
 MK1624_MARKER: DB = BENCH MARK DISK
 MK1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1624_STAMPING: J-84-1935
 MK1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1624+STABILITY: SURFACE MOTION
 MK1624
 MK1624  HISTORY     - Date     Condition        Report By
 MK1624  HISTORY     - 1935     MONUMENTED       CGS
 MK1624  HISTORY     - 1957     MARK NOT FOUND   NGS
 MK1624
 MK1624                          STATION DESCRIPTION
 MK1624
 MK1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1624'AT BRADISH.
 MK1624'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN ALBION
 MK1624'AND HUMPHREY, OPPOSITE THE CROWELL GRAIN ELEVATOR, 131.7 FEET
 MK1624'EAST OF THE NORTHEAST CORNER OF DEPOT, 37.5 FEET SOUTH OF THE
 MK1624'SOUTH RAIL.
 MK1624
 MK1624                          STATION RECOVERY (1957)
 MK1624
 MK1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK1624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1652 ***********************************************************************
 MK1652  DESIGNATION -  J 85
 MK1652  PID         -  MK1652
 MK1652  STATE/COUNTY-  NE/BOONE
 MK1652  USGS QUAD   -  ST EDWARD SW (1985)
 MK1652
 MK1652                         *CURRENT SURVEY CONTROL
 MK1652  ___________________________________________________________________
 MK1652* NAD 83(1986)-  41 34 06.     (N)    097 53 15.     (W)     SCALED    
 MK1652* NAVD 88     -       519.058  (meters)    1702.94   (feet)  ADJUSTED  
 MK1652  ___________________________________________________________________
 MK1652  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 MK1652  DYNAMIC HT  -         518.831 (meters)    1702.20  (feet)  COMP
 MK1652  MODELED GRAV-     980,169.2   (mgal)                       NAVD 88
 MK1652
 MK1652  VERT ORDER  -  SECOND    CLASS 0
 MK1652
 MK1652.The horizontal coordinates were scaled from a topographic map and have
 MK1652.an estimated accuracy of +/- 6 seconds.
 MK1652
 MK1652.The orthometric height was determined by differential leveling
 MK1652.and adjusted by the National Geodetic Survey in June 1991..
 MK1652
 MK1652.The geoid height was determined by GEOID03.
 MK1652
 MK1652.The dynamic height is computed by dividing the NAVD 88
 MK1652.geopotential number by the normal gravity value computed on the
 MK1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1652.degrees latitude (g = 980.6199 gals.).
 MK1652
 MK1652.The modeled gravity was interpolated from observed gravity values.
 MK1652
 MK1652;                    North         East    Units  Estimated Accuracy
 MK1652;SPC NE       -   194,780.      676,120.      MT  (+/- 180 meters Scaled)
 MK1652
 MK1652                          SUPERSEDED SURVEY CONTROL
 MK1652
 MK1652  NGVD 29 (??/??/92)  518.858  (m)         1702.29   (f) ADJ UNCH    2 0
 MK1652
 MK1652.Superseded values are not recommended for survey control.
 MK1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1652.See file dsdata.txt to determine how the superseded data were derived.
 MK1652
 MK1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM927024(NAD 83)
 MK1652_MARKER: DB = BENCH MARK DISK
 MK1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1652_STAMPING: J 85 1935
 MK1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1652+STABILITY: SURFACE MOTION
 MK1652
 MK1652  HISTORY     - Date     Condition        Report By
 MK1652  HISTORY     - 1935     MONUMENTED       CGS
 MK1652  HISTORY     - 1950     GOOD             NGS
 MK1652
 MK1652                          STATION DESCRIPTION
 MK1652
 MK1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1652'1.2 MI W FROM ST EDWARD.
 MK1652'1.2 MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 MK1652'ST. EDWARD, 0.35 MILE WEST OF THE JUNCTION OF STATE HIGHWAYS
 MK1652'56 AND 39, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 44
 MK1652'FEET EAST OF THE CENTER LINE OF A ROAD LEADING NORTH, 26 FEET
 MK1652'SOUTHEAST OF A TELEPHONE POLE, 16 FEET NORTHWEST OF ANOTHER
 MK1652'TELEPHONE POLE, 1 FOOT SOUTHEAST OF A WITNESS POST, SET IN THE
 MK1652'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1655 ***********************************************************************
 MK1655  DESIGNATION -  J 85 RESET
 MK1655  PID         -  MK1655
 MK1655  STATE/COUNTY-  NE/BOONE
 MK1655  USGS QUAD   -  ST EDWARD SW (1985)
 MK1655
 MK1655                         *CURRENT SURVEY CONTROL
 MK1655  ___________________________________________________________________
 MK1655* NAD 83(1986)-  41 34 06.     (N)    097 53 16.     (W)     SCALED    
 MK1655* NAVD 88     -       518.63   (meters)    1701.5    (feet)  RESET     
 MK1655  ___________________________________________________________________
 MK1655  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 MK1655
 MK1655  VERT ORDER  -  THIRD
 MK1655
 MK1655.The horizontal coordinates were scaled from a topographic map and have
 MK1655.an estimated accuracy of +/- 6 seconds.
 MK1655
 MK1655.The orthometric height was computed from unverified reset data.
 MK1655
 MK1655.The geoid height was determined by GEOID03.
 MK1655
 MK1655;                    North         East    Units  Estimated Accuracy
 MK1655;SPC NE       -   194,780.      676,100.      MT  (+/- 180 meters Scaled)
 MK1655
 MK1655                          SUPERSEDED SURVEY CONTROL
 MK1655
 MK1655  NGVD 29 (??/??/??)  518.42   (m)         1700.8    (f) RESET       3  
 MK1655
 MK1655.Superseded values are not recommended for survey control.
 MK1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1655.See file dsdata.txt to determine how the superseded data were derived.
 MK1655
 MK1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM927024(NAD 83)
 MK1655_MARKER: DB = BENCH MARK DISK
 MK1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1655_STAMPING: J 85 RESET 1964
 MK1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1655+STABILITY: SURFACE MOTION
 MK1655
 MK1655  HISTORY     - Date     Condition        Report By
 MK1655  HISTORY     - 1964     MONUMENTED       LOCENG
 MK1655
 MK1655                          STATION DESCRIPTION
 MK1655
 MK1655'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 MK1655'1.2 MI W FROM ST EDWARD.
 MK1655'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 MK1655'AT ST. EDWARD, BOONE COUNTY, 0.4 MILES WEST OF THE JUNCTION
 MK1655'STATION HIGHWAY 39, AT THE JUNCTION OF A ROAD LEADING NORTH,
 MK1655'42 FEET EAST OF THE CENTERLINE OF THE ROAD, 63.5 FEET NORTH OF
 MK1655'THE CENTER LINE OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 MK1655'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0248 ***********************************************************************
 ML0248  DESIGNATION -  J 86
 ML0248  PID         -  ML0248
 ML0248  STATE/COUNTY-  NE/NANCE
 ML0248  USGS QUAD   -  BELGRADE (1954)
 ML0248
 ML0248                         *CURRENT SURVEY CONTROL
 ML0248  ___________________________________________________________________
 ML0248* NAD 83(1986)-  41 24 56.     (N)    098 01 53.     (W)     SCALED    
 ML0248* NAVD 88     -       508.993  (meters)    1669.92   (feet)  ADJUSTED  
 ML0248  ___________________________________________________________________
 ML0248  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 ML0248  DYNAMIC HT  -         508.752 (meters)    1669.13  (feet)  COMP
 ML0248  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 ML0248
 ML0248  VERT ORDER  -  SECOND    CLASS 0
 ML0248
 ML0248.The horizontal coordinates were scaled from a topographic map and have
 ML0248.an estimated accuracy of +/- 6 seconds.
 ML0248
 ML0248.The orthometric height was determined by differential leveling
 ML0248.and adjusted by the National Geodetic Survey in June 1991..
 ML0248
 ML0248.The geoid height was determined by GEOID03.
 ML0248
 ML0248.The dynamic height is computed by dividing the NAVD 88
 ML0248.geopotential number by the normal gravity value computed on the
 ML0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0248.degrees latitude (g = 980.6199 gals.).
 ML0248
 ML0248.The modeled gravity was interpolated from observed gravity values.
 ML0248
 ML0248;                    North         East    Units  Estimated Accuracy
 ML0248;SPC NE       -   177,540.      664,520.      MT  (+/- 180 meters Scaled)
 ML0248
 ML0248                          SUPERSEDED SURVEY CONTROL
 ML0248
 ML0248  NGVD 29 (??/??/92)  508.769  (m)         1669.19   (f) ADJ UNCH    2 0
 ML0248
 ML0248.Superseded values are not recommended for survey control.
 ML0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0248.See file dsdata.txt to determine how the superseded data were derived.
 ML0248
 ML0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL809853(NAD 83)
 ML0248_MARKER: DB = BENCH MARK DISK
 ML0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0248_STAMPING: J-86-1935
 ML0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0248+STABILITY: SURFACE MOTION
 ML0248
 ML0248  HISTORY     - Date     Condition        Report By
 ML0248  HISTORY     - 1935     MONUMENTED       CGS
 ML0248  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0248
 ML0248                          STATION DESCRIPTION
 ML0248
 ML0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0248'4.6 MI N FROM FULLERTON.
 ML0248'4.6 MILES NORTH OF FULLERTON.  ALONG THE UNION PACIFIC RAILWAY
 ML0248'BETWEEN CEDAR RAPIDS AND CENTRAL CITY, 0.3 MILES SOUTH OF
 ML0248'MILE POST NO. 18, ABOUT 700 FEET SOUTH OF FARM HOUSE, 100
 ML0248'FEET SOUTHEAST OF PRIVATE CROSSING, 95 FEET EAST OF THE
 ML0248'NORTH BANK OF CEDAR RIVER, 45.8 FEET EAST OF THE EAST RAIL,
 ML0248'8.4 FEET WEST OF FENCE.
 ML0248
 ML0248                          STATION RECOVERY (1954)
 ML0248
 ML0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1117 ***********************************************************************
 MK1117  DESIGNATION -  J 87
 MK1117  PID         -  MK1117
 MK1117  STATE/COUNTY-  NE/PLATTE
 MK1117  USGS QUAD   -  PLATTE CENTER (1966)
 MK1117
 MK1117                         *CURRENT SURVEY CONTROL
 MK1117  ___________________________________________________________________
 MK1117* NAD 83(1986)-  41 33 19.     (N)    097 29 08.     (W)     SCALED    
 MK1117* NAVD 88     -       473.851  (meters)    1554.63   (feet)  ADJUSTED  
 MK1117  ___________________________________________________________________
 MK1117  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 MK1117  DYNAMIC HT  -         473.645 (meters)    1553.95  (feet)  COMP
 MK1117  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 MK1117
 MK1117  VERT ORDER  -  SECOND    CLASS 0
 MK1117
 MK1117.The horizontal coordinates were scaled from a topographic map and have
 MK1117.an estimated accuracy of +/- 6 seconds.
 MK1117
 MK1117.The orthometric height was determined by differential leveling
 MK1117.and adjusted by the National Geodetic Survey in June 1991..
 MK1117
 MK1117.The geoid height was determined by GEOID03.
 MK1117
 MK1117.The dynamic height is computed by dividing the NAVD 88
 MK1117.geopotential number by the normal gravity value computed on the
 MK1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1117.degrees latitude (g = 980.6199 gals.).
 MK1117
 MK1117.The modeled gravity was interpolated from observed gravity values.
 MK1117
 MK1117;                    North         East    Units  Estimated Accuracy
 MK1117;SPC NE       -   194,230.      709,670.      MT  (+/- 180 meters Scaled)
 MK1117
 MK1117                          SUPERSEDED SURVEY CONTROL
 MK1117
 MK1117  NGVD 29 (??/??/92)  473.664  (m)         1554.01   (f) ADJ UNCH    2 0
 MK1117
 MK1117.Superseded values are not recommended for survey control.
 MK1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1117.See file dsdata.txt to determine how the superseded data were derived.
 MK1117
 MK1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM262015(NAD 83)
 MK1117_MARKER: DB = BENCH MARK DISK
 MK1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1117_STAMPING: J 87 1935
 MK1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1117+STABILITY: SURFACE MOTION
 MK1117
 MK1117  HISTORY     - Date     Condition        Report By
 MK1117  HISTORY     - 1935     MONUMENTED       CGS
 MK1117  HISTORY     - 1957     GOOD             NGS
 MK1117
 MK1117                          STATION DESCRIPTION
 MK1117
 MK1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MK1117'1.2 MI N FROM PLATTE CENTER.
 MK1117'ABOUT 1.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1117'STATION AT PLATTE CENTER, IN SECTION 12, T. 18 N., R. 2 W.,
 MK1117'42 1/2 FEET EAST OF THE EAST OF THE EAST RAIL, 26 FEET SOUTH OF
 MK1117'THE CENTER LINE OF A CROSS ROAD, 56 FEET SOUTHEAST OF THE CENTER
 MK1117'OF THE CROSSING, 136 FEET SOUTH AND ACROSS THE ROAD FROM MILE
 MK1117'POST 16, 74 1/2 FEET NORTHEAST AND ACROSS THE TRACK FROM THE
 MK1117'PLATTE CENTER ONE MILE SIGN, 3 FEET WEST OF THE FENCE LINE, 24
 MK1117'FEET WEST-NORTHWEST OF A POWER POLE WITH THREE GUY WIRES, 1 FOOT
 MK1117'SOUTH OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE
 MK1117'POST ABOUT 6 INCHES UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0104 ***********************************************************************
 LG0104  DESIGNATION -  J 88
 LG0104  PID         -  LG0104
 LG0104  STATE/COUNTY-  NE/CASS
 LG0104  USGS QUAD   -  AVOCA (1966)
 LG0104
 LG0104                         *CURRENT SURVEY CONTROL
 LG0104  ___________________________________________________________________
 LG0104* NAD 83(1986)-  40 51 34.     (N)    096 07 03.     (W)     SCALED    
 LG0104* NAVD 88     -       327.643  (meters)    1074.94   (feet)  ADJUSTED  
 LG0104  ___________________________________________________________________
 LG0104  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 LG0104  DYNAMIC HT  -         327.503 (meters)    1074.48  (feet)  COMP
 LG0104  MODELED GRAV-     980,186.2   (mgal)                       NAVD 88
 LG0104
 LG0104  VERT ORDER  -  SECOND    CLASS 0
 LG0104
 LG0104.The horizontal coordinates were scaled from a topographic map and have
 LG0104.an estimated accuracy of +/- 6 seconds.
 LG0104
 LG0104.The orthometric height was determined by differential leveling
 LG0104.and adjusted by the National Geodetic Survey in June 1991..
 LG0104
 LG0104.The geoid height was determined by GEOID03.
 LG0104
 LG0104.The dynamic height is computed by dividing the NAVD 88
 LG0104.geopotential number by the normal gravity value computed on the
 LG0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0104.degrees latitude (g = 980.6199 gals.).
 LG0104
 LG0104.The modeled gravity was interpolated from observed gravity values.
 LG0104
 LG0104;                    North         East    Units  Estimated Accuracy
 LG0104;SPC NE       -   121,270.      827,150.      MT  (+/- 180 meters Scaled)
 LG0104
 LG0104                          SUPERSEDED SURVEY CONTROL
 LG0104
 LG0104  NGVD 29 (??/??/92)  327.551  (m)         1074.64   (f) ADJ UNCH    2 0
 LG0104
 LG0104.Superseded values are not recommended for survey control.
 LG0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0104.See file dsdata.txt to determine how the superseded data were derived.
 LG0104
 LG0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL429271(NAD 83)
 LG0104_MARKER: DB = BENCH MARK DISK
 LG0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0104_STAMPING: J 88 1935
 LG0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0104+STABILITY: SURFACE MOTION
 LG0104
 LG0104  HISTORY     - Date     Condition        Report By
 LG0104  HISTORY     - 1935     MONUMENTED       CGS
 LG0104  HISTORY     - 1961     GOOD             NGS
 LG0104  HISTORY     - 1964     GOOD             USGS
 LG0104
 LG0104                          STATION DESCRIPTION
 LG0104
 LG0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0104'1.7 MI SE FROM WEEPING WATER.
 LG0104'1.7 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0104'STATION AT WEEPING WATER, 0.5 MILE EAST OF THE JUNCTION OF TWO
 LG0104'BRANCHES OF THE RAILROAD, 45 FEET SOUTH OF THE SOUTH RAIL, 1.8
 LG0104'FEET NORTH OF THE FENCE, 1.4 FEET WEST OF A METAL WITNESS POST
 LG0104'WITH SIGN, 1 FOOT LOWER THAN THE RAILROAD, SET IN TOP OF A
 LG0104'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.
 LG0104
 LG0104                          STATION RECOVERY (1964)
 LG0104
 LG0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0597 ***********************************************************************
 NP0597  DESIGNATION -  JACK
 NP0597  PID         -  NP0597
 NP0597  STATE/COUNTY-  NE/SHERIDAN
 NP0597  USGS QUAD   -  RUSHVILLE SE (1969)
 NP0597
 NP0597                         *CURRENT SURVEY CONTROL
 NP0597  ___________________________________________________________________
 NP0597* NAD 83(1995)-  42 34 04.74174(N)    102 19 20.43697(W)     ADJUSTED  
 NP0597* NAVD 88     -      1163.8    (meters)    3818.     (feet)  VERTCON   
 NP0597  ___________________________________________________________________
 NP0597  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 NP0597  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 NP0597
 NP0597  HORZ ORDER  -  SECOND
 NP0597
 NP0597.The horizontal coordinates were established by classical geodetic methods
 NP0597.and adjusted by the National Geodetic Survey in August 1997..
 NP0597
 NP0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0597
 NP0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0597
 NP0597.The geoid height was determined by GEOID03.
 NP0597
 NP0597;                    North         East     Units Scale Factor Converg.
 NP0597;SPC NE       -   306,193.912   309,367.792   MT  0.99983069   -1 32 20.4
 NP0597;UTM  13      - 4,716,317.340   719,781.092   MT  1.00019433   +1 48 43.4
 NP0597
 NP0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0597!SPC NE       -   0.99982037  x   0.99983069  =   0.99965109
 NP0597!UTM  13      -   0.99982037  x   1.00019433  =   1.00001467
 NP0597
 NP0597:                Primary Azimuth Mark                     Grid Az
 NP0597:SPC NE       -  JACK AZ MK                               003 14 43.4
 NP0597:UTM  13      -  JACK AZ MK                               359 53 39.6
 NP0597
 NP0597|---------------------------------------------------------------------|
 NP0597| PID    Reference Object                     Distance      Geod. Az  |
 NP0597|                                                           dddmmss.s |
 NP0597| CQ4068 JACK AZ MK                                         0014223.0 |
 NP0597| CQ4069 JACK RM 1                            24.321 METERS 06023     |
 NP0597| CQ4070 JACK RM 2                            26.419 METERS 12743     |
 NP0597|---------------------------------------------------------------------|
 NP0597
 NP0597                          SUPERSEDED SURVEY CONTROL
 NP0597
 NP0597  NAD 83(1995)-  42 34 04.73708(N)    102 19 20.43987(W) AD(       ) 2
 NP0597  NAD 83(1986)-  42 34 04.73226(N)    102 19 20.43877(W) AD(       ) 2
 NP0597  NAD 27      -  42 34 04.75343(N)    102 19 18.80089(W) AD(       ) 2
 NP0597  NGVD 29 (07/19/86) 1163.3    (m)         3817.     (f) VERT ANG       
 NP0597
 NP0597.Superseded values are not recommended for survey control.
 NP0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0597.See file dsdata.txt to determine how the superseded data were derived.
 NP0597
 NP0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH1978116317(NAD 83)
 NP0597_MARKER: DD = SURVEY DISK
 NP0597_SETTING: 0 = UNSPECIFIED SETTING
 NP0597
 NP0597  HISTORY     - Date     Condition        Report By
 NP0597  HISTORY     - 1968     MONUMENTED       USGS
 NP0597
 NP0597                          STATION DESCRIPTION
 NP0597
 NP0597'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0597'THE STATION IS ABOUT 16.4 MI S. AND 6.0 MI W. OF GORDON, NEAR
 NP0597'THE S. SIXTEENTH COR. BETWEEN SECS. 23 AND 24, T. 30 N., R. 43
 NP0597'W.  0.25 MI N. OF T-FENCE E., ABOUT 0.05 MI E. OF TRAIL ON
 NP0597'HIGHEST HILL.
 NP0597'
 NP0597'TO REACH FROM THE CENTER OF GORDON, GO S. ON STATE HWY. 27, 6.2
 NP0597'MI TO A CROSSROAD, TURN RIGHT AND GO W. 4.0 MI TO A CROSSROADS,
 NP0597'TURN LEFT AND GO S. 5.0 MI TO A T-RD. N. AND TRAIL S., CONTINUE
 NP0597'S. THROUGH CAR GATE AND FOLLOW TRAIL 1.2 MI TO A CAR GATE, GO
 NP0597'W. THROUGH CAR GATE 0.2 MI TO ANOTHER CAR GATE, CONTINUE S. AND
 NP0597'W. ON TRAIL FOR 0.6 MI TO A CAR GATE, CONTINUE GENERALLY W.
 NP0597'FOR 0.75 MI TO BRIDGE CROSSING NIOBRARA RIVER, CROSS BRIDGE
 NP0597'AND CONTINUE S. 0.3 MI TO A CAR GATE, CONTINUE S. ON TRAIL
 NP0597'FOR 1.25 MI TO A CAR GATE, CONTINUE S. AND SW. FOR 0.8 MI TO
 NP0597'WIRE GATE, PASS THROUGH GATE AND CONTINUE S. AND SW. 1.15 MI
 NP0597'TO A FENCE COR. AND AZIMUTH MARK ON LEFT.  CONTINUE S. ON
 NP0597'NEW TRAIL 0.85 MI TO HIGHEST HILL IN VICINITY AND STATION ON
 NP0597'LEFT.
 NP0597'
 NP0597'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0597'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 NP0597'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET JACK 1968, IS
 NP0597'154 FT E. OF TRAIL.  69.60 FT W. OF FENCE LINE, THE MARK IS
 NP0597'FLUSH WITH THE GROUND.
 NP0597'
 NP0597'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0597'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 NP0597'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED JACK NO 1 1968 IS
 NP0597'0.6 FT E. OF FENCE, THE MARK IS NE. OF THE STATION AND IS FLUSH
 NP0597'WITH THE GROUND.
 NP0597'
 NP0597'REFERENCE MARK NO. 2 A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0597'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 NP0597'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED JACK NO 2 1968
 NP0597'IS 0.6 FT W. OF FENCE, THE MARK IS ESE. OF THE STATION AND IS
 NP0597'FLUSH WITH THE GROUND.
 NP0597'
 NP0597'AZIMUTH MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0597'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 NP0597'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED JACK AZIMUTH MARK
 NP0597'1968 IS ABOUT 0.85 MI NNE. OF STATION IN E.-W. FENCE LINE.
 NP0597'111.68 FT E. OF FENCE COR., THE MARK IS FLUSH WITH THE GROUND.
 NP0597'
 NP0597'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2009 ***********************************************************************
 MK2009  DESIGNATION -  JACK
 MK2009  PID         -  MK2009
 MK2009  STATE/COUNTY-  NE/SARPY
 MK2009  USGS QUAD   -  ASHLAND EAST (1983)
 MK2009
 MK2009                         *CURRENT SURVEY CONTROL
 MK2009  ___________________________________________________________________
 MK2009* NAD 83(1995)-  41 05 42.97427(N)    096 15 11.70792(W)     ADJUSTED  
 MK2009* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 MK2009  ___________________________________________________________________
 MK2009  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 MK2009  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 MK2009
 MK2009  HORZ ORDER  -  SECOND
 MK2009
 MK2009.The horizontal coordinates were established by classical geodetic methods
 MK2009.and adjusted by the National Geodetic Survey in August 1997..
 MK2009
 MK2009.The orthometric height was scaled from a topographic map.
 MK2009
 MK2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2009
 MK2009.The geoid height was determined by GEOID03.
 MK2009
 MK2009;                    North         East     Units Scale Factor Converg.
 MK2009;SPC NE       -   146,925.282   814,581.055   MT  0.99968411   +2 28 58.6
 MK2009;UTM  14      - 4,552,969.200   730,684.918   MT  1.00025500   +1 48 22.6
 MK2009
 MK2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2009!SPC NE       -   0.99994297  x   0.99968411  =   0.99962710
 MK2009!UTM  14      -   0.99994297  x   1.00025500  =   1.00019796
 MK2009
 MK2009|---------------------------------------------------------------------|
 MK2009| PID    Reference Object                     Distance      Geod. Az  |
 MK2009|                                                           dddmmss.s |
 MK2009| CL7175 JACK RM 1                            15.572 METERS 17901     |
 MK2009| MK2011 ASHLAND RADIO MAST                  APPROX.11.0 KM 2280920.2 |
 MK2009| CL7176 JACK RM 2                            16.130 METERS 25338     |
 MK2009|---------------------------------------------------------------------|
 MK2009
 MK2009                          SUPERSEDED SURVEY CONTROL
 MK2009
 MK2009  NAD 83(1986)-  41 05 42.98438(N)    096 15 11.70996(W) AD(       ) 2
 MK2009  NAD 27      -  41 05 42.98483(N)    096 15 10.62951(W) AD(       ) 2
 MK2009
 MK2009.Superseded values are not recommended for survey control.
 MK2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2009.See file dsdata.txt to determine how the superseded data were derived.
 MK2009
 MK2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3068552969(NAD 83)
 MK2009_MARKER: DD = SURVEY DISK
 MK2009_SETTING: 0 = UNSPECIFIED SETTING
 MK2009
 MK2009  HISTORY     - Date     Condition        Report By
 MK2009  HISTORY     - 1967     MONUMENTED       USGS
 MK2009
 MK2009                          STATION DESCRIPTION
 MK2009
 MK2009'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2009'THE STATION IS LOCATED ABOUT 4.0 MI N. AND 5.5 MI E. OF ASHLAND,
 MK2009'T. 13 N., R. 10 E., NEAR THE COR. SECS. 11, 12, 13, AND 14, 229
 MK2009'FT N., 19 FT E. OF CENTER OVERPASS STAMPED ET JACK 1967.
 MK2009'
 MK2009'TO REACH THE STATION FROM THE POST OFFICE IN ASHLAND, GO E.
 MK2009'ALONG SILVER ST. AND CITY RT. NO. 6 FOR 0.65 MI TO JCT U.S.
 MK2009'HWY. 6, TURN LEFT (NE.) AND GO ALONG HWY. 6 FOR 6.1 MI TO JCT.
 MK2009'HWY. 31 TO E., TURN RIGHT (E.) AND GO 0.6 MI TO N. END OF OVERPASS
 MK2009'AT HWY. 31 AND 80.
 MK2009'
 MK2009'ALL MARKS ARE FLUSH WITH GROUND, STANDARD TABLETS CRIMPED ON 0.5
 MK2009'IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN.
 MK2009'LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2009'
 MK2009'REFERENCE MARK 1 IS S. OF THE STATION, 178 FT N., 20 FT E. OF
 MK2009'CENTER OF OVERPASS STAMPED JACK NO 1 1967.
 MK2009'
 MK2009'REFERENCE MARK 2 IS W. OF THE STATION, 216 FT N., 31 FT W. OF
 MK2009'CENTER OF OVERPASS STAMPED JACK NO 2 1967.
 MK2009'
 MK2009'AZIMUTH MARK - NONE SET.
 MK2009'
 MK2009'REFERENCE MARK OBSERVED TO RED LIGHT ATOP RADIO MAST ABOUT 1.0
 MK2009'MI SE. OF ASHLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0435 ***********************************************************************
 NO0435  DESIGNATION -  JACKSON
 NO0435  PID         -  NO0435
 NO0435  STATE/COUNTY-  NE/CHERRY
 NO0435  USGS QUAD   -  CROOKSTON EAST (1983)
 NO0435
 NO0435                         *CURRENT SURVEY CONTROL
 NO0435  ___________________________________________________________________
 NO0435* NAD 83(1995)-  42 54 26.75090(N)    100 39 23.25446(W)     ADJUSTED  
 NO0435* NAVD 88     -       849.     (meters)    2785.     (feet)  SCALED    
 NO0435  ___________________________________________________________________
 NO0435  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 NO0435  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 NO0435
 NO0435  HORZ ORDER  -  THIRD
 NO0435
 NO0435.The horizontal coordinates were established by classical geodetic methods
 NO0435.and adjusted by the National Geodetic Survey in August 1997..
 NO0435
 NO0435.The orthometric height was scaled from a topographic map.
 NO0435
 NO0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0435
 NO0435.The geoid height was determined by GEOID03.
 NO0435
 NO0435;                    North         East     Units Scale Factor Converg.
 NO0435;SPC NE       -   341,541.283   446,394.086   MT  0.99995885   -0 26 06.1
 NO0435;UTM  14      - 4,751,866.171   364,780.795   MT  0.99982494   -1 07 40.5
 NO0435
 NO0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0435!SPC NE       -   0.99987023  x   0.99995885  =   0.99982908
 NO0435!UTM  14      -   0.99987023  x   0.99982494  =   0.99969519
 NO0435
 NO0435|---------------------------------------------------------------------|
 NO0435| PID    Reference Object                     Distance      Geod. Az  |
 NO0435|                                                           dddmmss.s |
 NO0435| CO3795 JACKSON RM 1                         15.615 METERS 02800     |
 NO0435| CO3794 JACKSON AZ MK                                      0482227.6 |
 NO0435| NO0431 VALENTINE W MUNICIPAL TANK          APPROX. 8.7 KM 1040235.9 |
 NO0435| CO3796 JACKSON RM 2                         13.742 METERS 26800     |
 NO0435|---------------------------------------------------------------------|
 NO0435
 NO0435                          SUPERSEDED SURVEY CONTROL
 NO0435
 NO0435  NAD 83(1986)-  42 54 26.75078(N)    100 39 23.26686(W) AD(       ) 3
 NO0435  NAD 27      -  42 54 26.73100(N)    100 39 21.76200(W) AD(       ) 3
 NO0435
 NO0435.Superseded values are not recommended for survey control.
 NO0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0435.See file dsdata.txt to determine how the superseded data were derived.
 NO0435
 NO0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN6478151866(NAD 83)
 NO0435_MARKER: DS = TRIANGULATION STATION DISK
 NO0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0435
 NO0435  HISTORY     - Date     Condition        Report By
 NO0435  HISTORY     - 1949     MONUMENTED       CGS
 NO0435
 NO0435                          STATION DESCRIPTION
 NO0435
 NO0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0435'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST AND 2-1/4 MILES
 NO0435'NORTH OF VALENTINE AND ABOUT 5.0 MILES EAST AND 1.0 MILE SOUTH
 NO0435'OF CROOKSTON ON THE HIGHEST POINT OF A LOW FLAT TOPPED EAST-WEST
 NO0435'RIDGE AND ON LAND OWNED BY THE JACKSON BROTHERS.  IT IS ON
 NO0435'THE APPROXIMATE CENTER OF THE RIDGE 5-1/2 FEET NORTH OF WITNESS
 NO0435'POST, STAMPED JACKSON 1949 AND PROJECTS 5 INCHES.
 NO0435'
 NO0435'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN THE
 NO0435'OPEN AREA AND ON ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NO0435'IT IS STAMPED JACKSON NO 1 1949 AND PROJECTS 2 INCHES.
 NO0435'
 NO0435'REFERENCE MARK NO 2 IS WEST OF THE STATION, SET IN THE OPEN
 NO0435'AREA AND ON ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NO0435'IT IS STAMPED JACKSON NO 2 1949 AND PROJECTS 2 INCHES.
 NO0435'
 NO0435'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK NO 2
 NO0435'IS 83.46 FEET
 NO0435'
 NO0435'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, 12 FEET WEST
 NO0435'OF FENCE CORNER, 22 FEET SOUTH OF CENTER OF ROAD TO FARM HOUSE,
 NO0435'3 FEET NORTH OF WITNESS POST AND 1 FOOT NORTH OF EAST-WEST
 NO0435'FENCE LINE.  IT IS STAMPED JACKSON 1949 AND PROJECTS 2 INCHES.
 NO0435'
 NO0435'TO REACH THE STATION FROM THE CHERRY COUNTY COURT HOUSE IN
 NO0435'VALENTINE, GO WEST AND NORTH ON U.S. HIGHWAY 83 FOR 3.2 MILES
 NO0435'TO CROSSROAD, TURN LEFT AND GO WEST KEEPING LEFT AT FORK FOR
 NO0435'3.2 MILES TO ROCK SCHOOL HOUSE ON THE RIGHT, CONTINUE WEST
 NO0435'FOR 0.45 MILE TO FENCE CORNER ON THE LEFT AND AZIMUTH MARK
 NO0435'AS DESCRIBED, BEAR LEFT AND GO 0.25 MILE TO GATE IN FENCE LINE
 NO0435'JUST WEST OF BRICK SILO, PASS THROUGH GATE AND GO
 NO0435'SOUTH-SOUTHWEST ACROSS SMALL PASTURE FOR 0.2 MILE TO GATE IN
 NO0435'FENCE CORNER JUST SOUTHEAST OF A SMALL ROCK HOUSE, PASS
 NO0435'THROUGH GATE, TURN RIGHT AND GO WEST-SOUTHWEST ACROSS PASTURE
 NO0435'FOR 0.4 MILE TO THE TOP OF THE FLAT TOPPED RIDGE AND
 NO0435'STATION AS DESCRIBED.
 NO0435'
 NO0435'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1161 ***********************************************************************
 LH1161  DESIGNATION -  JACKSON
 LH1161  PID         -  LH1161
 LH1161  STATE/COUNTY-  NE/NUCKOLLS
 LH1161  USGS QUAD   -  FAIRFIELD SE (1960)
 LH1161
 LH1161                         *CURRENT SURVEY CONTROL
 LH1161  ___________________________________________________________________
 LH1161* NAD 83(1995)-  40 16 41.99631(N)    098 03 59.26429(W)     ADJUSTED  
 LH1161* NAVD 88     -       542.     (meters)    1778.     (feet)  SCALED    
 LH1161  ___________________________________________________________________
 LH1161  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 LH1161  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 LH1161
 LH1161  HORZ ORDER  -  SECOND
 LH1161
 LH1161.The horizontal coordinates were established by classical geodetic methods
 LH1161.and adjusted by the National Geodetic Survey in August 1997..
 LH1161
 LH1161.The orthometric height was scaled from a topographic map.
 LH1161
 LH1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1161
 LH1161.The geoid height was determined by GEOID03.
 LH1161
 LH1161;                    North         East     Units Scale Factor Converg.
 LH1161;SPC NE       -    51,248.134   664,407.419   MT  0.99988576   +1 16 52.9
 LH1161;UTM  14      - 4,459,068.136   579,362.600   MT  0.99967753   +0 36 12.8
 LH1161
 LH1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1161!SPC NE       -   0.99991905  x   0.99988576  =   0.99980482
 LH1161!UTM  14      -   0.99991905  x   0.99967753  =   0.99959661
 LH1161
 LH1161|---------------------------------------------------------------------|
 LH1161| PID    Reference Object                     Distance      Geod. Az  |
 LH1161|                                                           dddmmss.s |
 LH1161| LH1595 JACKSON RM 4                         19.551 METERS 00348     |
 LH1161| LG0891 EDGAR MUNICIPAL STANDPIPE           APPROX.12.9 KM 0385814.4 |
 LH1161| LG0889 DAVENPORT MUNICIPAL TANK            APPROX.21.8 KM 0793530.4 |
 LH1161| LH1160 JACKSON RM 3                         13.300 METERS 17637     |
 LH1161| LH1166 NELSON MUNICIPAL TANK               APPROX. 8.3 KM 1835034.4 |
 LH1161| LH1594 JACKSON RM 1                         22.827 METERS 26645     |
 LH1161| CN8858 JACKSON RM 1                         22.811 METERS 26647     |
 LH1161| LH1162 JACKSON AZ MK 2                     APPROX. 0.6 KM 2715852.5 |
 LH1161| LH1185 LAWRENCE MUNICIPAL TANK             APPROX.16.5 KM 2743727.8 |
 LH1161| LG1463 JACKSON AZ MK                                      3542150.9 |
 LH1161| CN8859 JACKSON RM 2                         17.895 METERS 35649     |
 LH1161|---------------------------------------------------------------------|
 LH1161
 LH1161                          SUPERSEDED SURVEY CONTROL
 LH1161
 LH1161  NAD 83(1986)-  40 16 42.00233(N)    098 03 59.26369(W) AD(       ) 2
 LH1161  NAD 27      -  40 16 41.96200(N)    098 03 58.10700(W) AD(       ) 2
 LH1161
 LH1161.Superseded values are not recommended for survey control.
 LH1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1161.See file dsdata.txt to determine how the superseded data were derived.
 LH1161
 LH1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7936359068(NAD 83)
 LH1161_MARKER: DS = TRIANGULATION STATION DISK
 LH1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1161_STAMPING: JACKSON 1947
 LH1161_MARK LOGO: CGS   
 LH1161_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1161+STABILITY: SURFACE MOTION
 LH1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1161+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1980
 LH1161
 LH1161  HISTORY     - Date     Condition        Report By
 LH1161  HISTORY     - 1947     MONUMENTED       CGS
 LH1161  HISTORY     - 1950     GOOD             CGS
 LH1161  HISTORY     - 1980     GOOD             NGS
 LH1161  HISTORY     - 19801104 GOOD             NGS
 LH1161
 LH1161                          STATION DESCRIPTION
 LH1161
 LH1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1161'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH OF NELSON, IN THE
 LH1161'SOUTHEAST ANGLE OF CROSSROADS AND ON GROUNDS OF A SMALL CHURCH.
 LH1161'IT IS 185 FEET EAST OF THE CENTER OF STATE ROUTE NO 14, 29
 LH1161'FEET SOUTH OF THE CENTER OF EAST-WEST ROAD, 16 FEET WEST-SOUTHWEST
 LH1161'OF FENCE CORNER AND 87 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LH1161'THE CHURCH.  IT IS STAMPED JACKSON 1947 AND SET FLUSH WITH THE
 LH1161'GROUND SURFACE.
 LH1161'
 LH1161'REFERENCE MARK NO 1 IS WEST OF THE STATION, 33 FEET SOUTH OF
 LH1161'THE CENTER OF THE EAST-WEST ROAD AND 45 FEET NORTH-NORTHWEST OF
 LH1161'THE NORTHEAST CORNER OF THE CHURCH AND 1 FOOT EAST OF CONCRETE
 LH1161'RIGHT-OF-WAY POST.  IT IS STAMPED JACKSON NO 1 1947 AND SET
 LH1161'FLUSH WITH THE GROUND SURFACE.
 LH1161'
 LH1161'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 30 FEET NORTH OF
 LH1161'THE CENTER OF EAST-WEST ROAD AND 6 INCHES SOUTH OF EAST-WEST
 LH1161'FENCE LINE.  IT IS STAMPED JACKSON NO 2 1947 AND PROJECTS 2
 LH1161'INCHES.
 LH1161'
 LH1161'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH-NORTHWEST OF THE
 LH1161'STATION, 35 FEET WEST OF THE CENTER OF STATE ROUTE NO 14 AND
 LH1161'1 FOOT SOUTH OF TELEPHONE POLE.  IT IS STAMPED JACKSON 1947 AND
 LH1161'PROJECTS 4 INCHES.  TO REACH FROM THE STATION, GO NORTH ON
 LH1161'STATE ROUTE 14 FOR 0.4 MILE TO THE MARK ON THE WEST SIDE AS
 LH1161'DESCRIBED.
 LH1161'
 LH1161'TO REACH THE STATION FROM THE MAIN INTERSECTION IN NELSON, GO
 LH1161'NORTH ON STATE ROUTE NO 14 FOR 5.2 MILES TO CROSSROADS AND
 LH1161'CHURCH IN SOUTHEAST ANGLE AND STATION IN NORTHEAST CORNER OF
 LH1161'CHURCH YARD AS DESCRIBED.
 LH1161'
 LH1161'A 74 FOOT SIGNAL AT STATION LOONTJER IS V.G.
 LH1161'
 LH1161'A 4 FOOT SIGNAL AT STATION NORA IS V.G.
 LH1161'
 LH1161'AN 87 FOOT SIGNAL AT STATION SKULLY IS VISIBLE AT 37 FEET.
 LH1161'
 LH1161'A 4 FOOT SIGNAL AT STATION CLARE IS VISIBLE AT 37 FEET
 LH1161'
 LH1161'A 74 FOOT SIGNAL AT STATION BANGERT IS V.G.
 LH1161'
 LH1161'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1161
 LH1161                          STATION RECOVERY (1950)
 LH1161
 LH1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1161'THE STATION WAS RECOVERED AS DESCRIBED IN 1947 AND ALL MARKS
 LH1161'WERE FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 LH1161'REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE CHECKED.
 LH1161'THE OLD DESCRIPTION IS ADEQUATE.
 LH1161'
 LH1161'A POWER LINE HAS BEEN ERECTED DIRECTLY ABOVE THE STATION AND
 LH1161'A SIGNAL COULD NOT BE ERECTED OVER THE STATION MARK.  A NEW
 LH1161'REFERENCE MARK NO. 3 WAS SET AND OCCUPIED.  IT IS 13.300 METERS
 LH1161'OR 43.64 FEET (TRAVERSE) SOUTH OF THE STATION, 69 FEET NORTHEAST
 LH1161'OF THE NORTHEAST CORNER OF THE CHURCH, 15 FEET SOUTHWEST OF
 LH1161'THE FENCE AND 13 FEET SOUTHWEST OF A WITNESS POST.  THE MARK
 LH1161'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LH1161'STAMPED JACKSON NO 3 1950.
 LH1161
 LH1161                          STATION RECOVERY (1980)
 LH1161
 LH1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1161'THE SURFACE STATION MARK, REFERENCE MARKS 1, 4, THE AZIMUTH MARK AND
 LH1161'JACKSON 1947 AZ MK 2 WERE RECOVERED IN GOOD CONDITION AND AS
 LH1161'DESCRIBED IN 1975.  THE AZIMUTH WAS OBSTRUCTED AND IN THE WAY OF ROAD
 LH1161'CONSTRUCTION, THEREFORE, IT WAS DESTROYED THIS DATE.  THE NELSON
 LH1161'MUNICIPAL WATER TANK IS NOW OBSTRUCTED BY TREE GROWTH AND NO OTHER
 LH1161'OBJECTS ARE GROUND VISIBLE.  THE DISTANCES TO THE REFERENCE MARKS
 LH1161'AGREED WITH 1975 DATA.  THE DIRECTION TO REFERENCE MARK 1 WAS
 LH1161'5 SECONDS SMALLER THAN 1975 DATA AND THE DIRECTION TO REFERENCE MARK 4
 LH1161'WAS 44 SECONDS LARGER.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LH1161'
 LH1161'THE 1975 DESCRIPTION IS ADEQUATE FOR RECOVERY OF THIS STATION.
 LH1161'
 LH1161'REBAR WAS DRIVEN ALONG SIDE ALL MARKS EXCEPT REFERENCE MARK 4 WHICH IS
 LH1161'ALUMINUM AND CONTAINS A BAR MAGNET.
 LH1161
 LH1161                          STATION RECOVERY (1980)
 LH1161
 LH1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1161'RECOVERED AS DESCRIBED.  THE ORIGINAL AZIMUTH MARK, WHICH HAD BEEN
 LH1161'REPLACED BY AZIMUTH MARK 2 IN 1975, WAS DESTROYED THIS DATE BECAUSE OF
 LH1161'ROAD CONSTRUCTION.  THE STATION WAS ALSO VISITED ON 10-07-87 IN ORDER
 LH1161'TO VERIFY THE AZIMUTH TO AZIMUTH MARK 2.  A DISCREPANCY WAS FOUND,
 LH1161'THEREFORE A POLARIS OBSERVATION WAS TAKEN.  THERE WERE NO CHANGES
 LH1161'BETWEEN 1980 AND 1987 AT THE STATION SITE.  THE FOLLOWING DESCRIPTION
 LH1161'IS DERIVED FROM BOTH VISITS. THE STATION IS LOCATED ABOUT 5 MI (8.0
 LH1161'KM) NORTH FROM NELSON, ABOUT 200 FT (61.0 M) EAST FROM STATE HIGHWAY
 LH1161'14 AND IS ON THE SOUTH RIGHT-OF-WAY OF AN EAST/WEST, GRADED COUNTY
 LH1161'ROAD. TO REACH FROM THE COURTHOUSE IN NELSON, GO NORTH ON HIGHWAY 14
 LH1161'FOR 5.2 MI (8.4 KM) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO EAST
 LH1161'FOR ABOUT 200 FT (61.0 M) TO THE STATION ON THE RIGHT. THE SURFACE
 LH1161'DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH
 LH1161'THE GROUND.  IT IS 50.0 FT (15.2 M) EAST FROM A POWER POLE, 31.0 FT
 LH1161'(9.4 M) SOUTH FROM THE CENTERLINE OF THE GRAVELED ROAD AND 1.5 FT (0.5
 LH1161'M) NORTHEAST FROM A WITNESS POST. FOR FURTHER DETAILS SEE THE
 LH1161'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1162 ***********************************************************************
 LH1162  DESIGNATION -  JACKSON AZ MK 2
 LH1162  PID         -  LH1162
 LH1162  STATE/COUNTY-  NE/NUCKOLLS
 LH1162  USGS QUAD   -  FAIRFIELD SE (1960)
 LH1162
 LH1162                         *CURRENT SURVEY CONTROL
 LH1162  ___________________________________________________________________
 LH1162* NAD 83(1995)-  40 16 42.61798(N)    098 04 22.75298(W)     ADJUSTED  
 LH1162* NAVD 88     -       543.     (meters)    1781.     (feet)  SCALED    
 LH1162  ___________________________________________________________________
 LH1162  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 LH1162  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 LH1162
 LH1162  HORZ ORDER  -  THIRD
 LH1162
 LH1162.The horizontal coordinates were established by classical geodetic methods
 LH1162.and adjusted by the National Geodetic Survey in August 1997..
 LH1162
 LH1162.The orthometric height was scaled from a topographic map.
 LH1162
 LH1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1162
 LH1162.The geoid height was determined by GEOID03.
 LH1162
 LH1162;                    North         East     Units Scale Factor Converg.
 LH1162;SPC NE       -    51,254.916   663,852.298   MT  0.99988570   +1 16 37.3
 LH1162;UTM  14      - 4,459,081.481   578,807.715   MT  0.99967645   +0 35 57.7
 LH1162
 LH1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1162!SPC NE       -   0.99991890  x   0.99988570  =   0.99980461
 LH1162!UTM  14      -   0.99991890  x   0.99967645  =   0.99959537
 LH1162
 LH1162                          SUPERSEDED SURVEY CONTROL
 LH1162
 LH1162  NAD 83(1986)-  40 16 42.62393(N)    098 04 22.75255(W) AD(       ) 3
 LH1162  NAD 83(1986)-  40 16 42.62626(N)    098 04 22.75180(W) AD(       ) 3
 LH1162  NAD 27      -  40 16 42.58618(N)    098 04 21.59438(W) AD(       ) 3
 LH1162
 LH1162.Superseded values are not recommended for survey control.
 LH1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1162.See file dsdata.txt to determine how the superseded data were derived.
 LH1162
 LH1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7880859081(NAD 83)
 LH1162_MARKER: DZ = AZIMUTH MARK DISK
 LH1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1162_SP_SET: CONCRETE POST
 LH1162_STAMPING: JACKSON 1947 AZ 2 1975
 LH1162_MARK LOGO: NGS   
 LH1162_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1162+STABILITY: SURFACE MOTION
 LH1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1162+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1980
 LH1162
 LH1162  HISTORY     - Date     Condition        Report By
 LH1162  HISTORY     - 1975     MONUMENTED       NGS
 LH1162  HISTORY     - 1975     GOOD             NGS
 LH1162  HISTORY     - 19801104 GOOD             NGS
 LH1162
 LH1162                          STATION DESCRIPTION
 LH1162
 LH1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1162'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF NELSON, 1/4 MILE WEST OF
 LH1162'STATE HIGHWAY 14 AND ON THE NORTH RIGHT-OF-WAY OF AN EAST-WEST, GRADED
 LH1162'COUNTY ROAD.
 LH1162'
 LH1162'TO REACH THE STATION FROM THE COURTHOUSE IN NELSON, GO NORTH ON STATE
 LH1162'HIGHWAY 14 FOR 5.2 MILES TO A GRADED CROSSROAD.  TURN LEFT AND GO WEST
 LH1162'ON THE GRADED ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT AT A GATE
 LH1162'AND A FIELD ENTRANCE.
 LH1162'
 LH1162'THE STATION IS A STANDARD DISK, STAMPED---JACKSON 1947 AZ 2 1975---
 LH1162'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 37 FEET
 LH1162'NORTH OF THE CENTERLINE OF THE ROAD, 5 FEET WEST OF THE WEST GATE
 LH1162'POST, 1.0 FOOT NORTH OF A WITNESS POST AND 0.5 FOOT NORTH OF A FENCE.
 LH1162'
 LH1162'A LENGTH OF REBAR WAS DRIVEN ALONG THE SIDE OF THE MARK.
 LH1162
 LH1162                          STATION RECOVERY (1975)
 LH1162
 LH1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LH1162'RECOVERED IN GOOD CONDITION.
 LH1162
 LH1162                          STATION RECOVERY (1980)
 LH1162
 LH1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LH1162'THE MARK WAS RECOVERED IN GOOD CONDITION THIS DATE AND WAS REVISITED
 LH1162'ON 10-07-1987 WHEN A POLARIS OBSERVATION WAS MADE AT STATION JACKSON
 LH1162'TO THIS MARK.  FOLLOWING IS A COMPLETE DESCRIPTION WHICH WAS VALID IN
 LH1162'1987.
 LH1162'THE STATION IS ABOUT 5.0 MI (8.0 KM) NORTH FROM NELSON, 0.3 MI
 LH1162'(0.5 KM) WEST FROM STATE HIGHWAY 14 AND ON THE NORTH RIGHT-OF-WAY OF
 LH1162'A COUNTY ROAD.
 LH1162'TO REACH FROM THE COURTHOUSE IN NELSON, GO NORTH ON HIGHWAY 14 FOR 5.2
 LH1162'MI (8.4 KM) TO A GRAVELED CROSSROAD AND STATION JACKSON ON THE RIGHT.
 LH1162'TURN LEFT AND GO WEST ON THE GRAVELDED ROAD FOR 0.3 MI (0.5 KM) TO
 LH1162'THE MARK ON THE RIGHT, AT A FIELD ENTRANCE.
 LH1162'THE MARK IS SET INTO THE TOP OF ROUND CONCRETE POST THAT IS FLUSH. IT
 LH1162'IS 37.0 FT (11.3 M) NORTH FROM THE CENTERLINE OF THE ROAD, 5.0 FT
 LH1162'(1.5 M) WEST FROM THE WEST GATEPOST OF A GATE, 1.0 FT (0.3 M) NORTH
 LH1162'FROM A WITNESS POST AND 0.5 FT (0.2 M) NORTH FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1228 ***********************************************************************
 LH1228  DESIGNATION -  JACOBSEN
 LH1228  PID         -  LH1228
 LH1228  STATE/COUNTY-  NE/KEARNEY
 LH1228  USGS QUAD   -  UPLAND (1969)
 LH1228
 LH1228                         *CURRENT SURVEY CONTROL
 LH1228  ___________________________________________________________________
 LH1228* NAD 83(1995)-  40 21 16.62816(N)    098 56 59.73541(W)     ADJUSTED  
 LH1228* NAVD 88     -       680.     (meters)    2231.     (feet)  SCALED    
 LH1228  ___________________________________________________________________
 LH1228  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 LH1228  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 LH1228
 LH1228  HORZ ORDER  -  THIRD
 LH1228
 LH1228.The horizontal coordinates were established by classical geodetic methods
 LH1228.and adjusted by the National Geodetic Survey in August 1997..
 LH1228
 LH1228.The orthometric height was scaled from a topographic map.
 LH1228
 LH1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1228
 LH1228.The geoid height was determined by GEOID03.
 LH1228
 LH1228;                    North         East     Units Scale Factor Converg.
 LH1228;SPC NE       -    58,421.138   589,189.429   MT  0.99985848   +0 41 45.2
 LH1228;UTM  14      - 4,467,118.863   504,252.066   MT  0.99960022   +0 01 56.7
 LH1228
 LH1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1228!SPC NE       -   0.99989729  x   0.99985848  =   0.99975578
 LH1228!UTM  14      -   0.99989729  x   0.99960022  =   0.99949755
 LH1228
 LH1228:                Primary Azimuth Mark                     Grid Az
 LH1228:SPC NE       -  FREDRICKSBURG EVAN LUTH CH               011 22 55.6
 LH1228:UTM  14      -  FREDRICKSBURG EVAN LUTH CH               012 02 44.1
 LH1228
 LH1228|---------------------------------------------------------------------|
 LH1228| PID    Reference Object                     Distance      Geod. Az  |
 LH1228|                                                           dddmmss.s |
 LH1228| LH1229 FREDRICKSBURG EVAN LUTH CH          APPROX. 8.1 KM 0120440.8 |
 LH1228| CN8863 JACOBSEN RM 1                        12.192 METERS 07112     |
 LH1228| LH1344 HILDRETH MUNICIPAL TANK             APPROX. 8.2 KM 2590334.9 |
 LH1228| LH1342 BETHANY LUTHERAN CHURCH CROSS       APPROX.17.0 KM 3173211.1 |
 LH1228| CN8864 JACOBSEN RM 2                        11.151 METERS 33203     |
 LH1228| CN8862 JACOBSEN AZ MK RESET                               3555259.6 |
 LH1228| CN8861 JACOBSEN AZ MK                                     3560517.7 |
 LH1228|---------------------------------------------------------------------|
 LH1228
 LH1228                          SUPERSEDED SURVEY CONTROL
 LH1228
 LH1228  NAD 83(1986)-  40 21 16.63409(N)    098 56 59.73549(W) AD(       ) 3
 LH1228  NAD 27      -  40 21 16.58600(N)    098 56 58.44400(W) AD(       ) 3
 LH1228
 LH1228.Superseded values are not recommended for survey control.
 LH1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1228.See file dsdata.txt to determine how the superseded data were derived.
 LH1228
 LH1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0425267119(NAD 83)
 LH1228_MARKER: DS = TRIANGULATION STATION DISK
 LH1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1228
 LH1228  HISTORY     - Date     Condition        Report By
 LH1228  HISTORY     - 1951     MONUMENTED       CGS
 LH1228  HISTORY     - 1958     GOOD             CGS
 LH1228
 LH1228                          STATION DESCRIPTION
 LH1228
 LH1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1228'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTH OF MINDEN, 3.25
 LH1228'MILES NORTHWEST OF UPLAND AND ON A SMALL KNOLL IN A PASTURE.
 LH1228'IT IS 79.0 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 3.5 FEET
 LH1228'NORTH OF A WITNESS POST.  IT PROJECTS 1 INCH AND IS STAMPED
 LH1228'JACOBSEN 1951.
 LH1228'
 LH1228'REFERENCE MARK NO. 1 IS ON THE SAME LEVEL AS THE STATION AND
 LH1228'40.0 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 1 INCH
 LH1228'AND IS STAMPED JACOBSEN NO 1 1951.
 LH1228'
 LH1228'REFERENCE MARK NO. 2 IS ON THE SAME LEVEL AS THE STATION.  IT
 LH1228'PROJECTS 1 INCH AND IS STAMPED JACOBSEN NO 2 1951.
 LH1228'
 LH1228'THE DISTANCE BETWEEN REFERENCE MARKS IS 58.3 FEET.
 LH1228'
 LH1228'THE AZIMUTH MARK IS 39.0 FEET WEST OF THE CENTER OF STATE
 LH1228'HIGHWAY 10, 1.5 FEET SOUTH OF A POWERLINE POLE AND A WITNESS POST
 LH1228'AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 4
 LH1228'INCHES AND IS STAMPED JACOBSEN 1951.
 LH1228'
 LH1228'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 LH1228'MINDEN, GO WEST FOR 0.1 MILE TO STATE HIGHWAY 10.  TURN LEFT,
 LH1228'SOUTH, ON STATE HIGHWAY 10 FOR 8.4 MILES TO THE AZIMUTH MARK
 LH1228'ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH ON STATE HIGHWAY 10
 LH1228'FOR 1.4 MILES TO WHERE THE ROAD CURVES TO THE RIGHT AT THE
 LH1228'KEARNEY-FRANKLIN COUNTY LINE AND A PASTURE ON THE LEFT WITH A
 LH1228'GATE IN A NORTH-SOUTH FENCE LINE.  TURN LEFT THROUGH GATE AND
 LH1228'GO EAST-NORTHEAST THROUGH A PASTURE FOR 0.15 MILE TO THE TOP OF
 LH1228'A SMALL KNOLL AND THE STATION AS DESCRIBED.
 LH1228
 LH1228                          STATION RECOVERY (1958)
 LH1228
 LH1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LH1228'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1228'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG STATE HIGHWAY
 LH1228'10 WILL DESTROY THE AZIMUTH MARK.  IT WAS MOVED.  THE 1951
 LH1228'DESCRIPTION IS CORRECT AND ADEQUATE.  A SHORT DESCRIPTION OF THE
 LH1228'RESET AZIMUTH MARK FOLLOWS.
 LH1228'
 LH1228'AZIMUTH MARK (RESET) IS 1.4 MILES NORTH OF THE STATION, 60 FEET
 LH1228'WEST OF THE CENTER OF STATE HIGHWAY 10, 3 FEET SOUTH OF A POWER
 LH1228'POLE, AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 LH1228'PROJECTS 6 INCHES AND THE DISK IS STAMPED JACOBSEN 1951 RESET
 LH1228'1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0572 ***********************************************************************
 MN0572  DESIGNATION -  JACOBSON
 MN0572  PID         -  MN0572
 MN0572  STATE/COUNTY-  NE/CHEYENNE
 MN0572  USGS QUAD   -  SWEDISH CEMETERY (1979)
 MN0572
 MN0572                         *CURRENT SURVEY CONTROL
 MN0572  ___________________________________________________________________
 MN0572* NAD 83(1995)-  41 19 29.74727(N)    103 18 53.52192(W)     ADJUSTED  
 MN0572* NAVD 88     -      1390.     (meters)    4560.     (feet)  SCALED    
 MN0572  ___________________________________________________________________
 MN0572  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 MN0572  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 MN0572
 MN0572  HORZ ORDER  -  FIRST
 MN0572
 MN0572.The horizontal coordinates were established by classical geodetic methods
 MN0572.and adjusted by the National Geodetic Survey in August 1997..
 MN0572
 MN0572.The orthometric height was scaled from a topographic map.
 MN0572
 MN0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0572
 MN0572.The geoid height was determined by GEOID03.
 MN0572
 MN0572;                    North         East     Units Scale Factor Converg.
 MN0572;SPC NE       -   170,922.782   222,638.520   MT  0.99966356   -2 11 48.3
 MN0572;UTM  13      - 4,576,198.023   641,026.613   MT  0.99984477   +1 06 46.5
 MN0572
 MN0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0572!SPC NE       -   0.99978511  x   0.99966356  =   0.99944874
 MN0572!UTM  13      -   0.99978511  x   0.99984477  =   0.99962991
 MN0572
 MN0572|---------------------------------------------------------------------|
 MN0572| PID    Reference Object                     Distance      Geod. Az  |
 MN0572|                                                           dddmmss.s |
 MN0572| CP8314 JACOBSON RM 1                        57.351 METERS 17709     |
 MN0572| MN0560 POTTER MUNICIPAL TANK               APPROX.11.7 KM 1811313.9 |
 MN0572| CP8316 JACOBSON RM 3                        20.211 METERS 20239     |
 MN0572| CP8313 JACOBSON AZ MK RESET                               2233923.3 |
 MN0572| CP8312 JACOBSON AZ MK                                     2242310.8 |
 MN0572| MN0607 KIMBALL WATER TANK BEACON           APPROX.31.0 KM 2511834.9 |
 MN0572| CP8317 JACOBSON RM 4                        21.838 METERS 30520     |
 MN0572| CP8315 JACOBSON RM 2                        30.364 METERS 32600     |
 MN0572|---------------------------------------------------------------------|
 MN0572
 MN0572                          SUPERSEDED SURVEY CONTROL
 MN0572
 MN0572  NAD 83(1995)-  41 19 29.74623(N)    103 18 53.52165(W) AD(       ) 1
 MN0572  NAD 83(1986)-  41 19 29.73940(N)    103 18 53.52256(W) AD(       ) 1
 MN0572  NAD 27      -  41 19 29.81320(N)    103 18 51.76320(W) AD(       ) 1
 MN0572
 MN0572.Superseded values are not recommended for survey control.
 MN0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0572.See file dsdata.txt to determine how the superseded data were derived.
 MN0572
 MN0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4102776198(NAD 83)
 MN0572_MARKER: DS = TRIANGULATION STATION DISK
 MN0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0572
 MN0572  HISTORY     - Date     Condition        Report By
 MN0572  HISTORY     - 1934     MONUMENTED       CGS
 MN0572  HISTORY     - 1963     GOOD             CGS
 MN0572
 MN0572                          STATION DESCRIPTION
 MN0572
 MN0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0572'STATION IS LOCATED ON UNCULTIVATED LAND ON A RIDGE ABOUT 11
 MN0572'MILES NORTHEAST OF DIX.  THE STATION IS ABOUT 0.2 MILE NORTH
 MN0572'OF A GRADED ROAD.  THE RIDGE DROPS OFF ABRUPTLY TO THE WEST
 MN0572'BUT THERE IS A CULTIVATED FIELD ON THE EASTERN SLOPE.  THE
 MN0572'MARK PROJECTS 10 INCHES.
 MN0572'
 MN0572'THE STATION IS REACHED FROM DIX BY GOING NORTH FROM
 MN0572'THE WEST EDGE OF THE TOWN FOR 5.8 MILES.  TURN EAST
 MN0572'ON A GRADED ROAD AND GO 8.7 MILES TO A CROSSROADS.
 MN0572'CONTINUE EAST 0.3 MILE.  TURN OFF THE ROAD TO THE NORTH, PASS
 MN0572'THROUGH A WIRE FENCE, AND DRIVE NORTH 0.2 MILE TO THE TOP OF
 MN0572'THE RIDGE AND THE STATION.
 MN0572'
 MN0572'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0572'BRONZE DISKS SET AS DESCRIBED.
 MN0572'
 MN0572'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND PROJECTS
 MN0572'12 INCHES.
 MN0572'
 MN0572'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION AND
 MN0572'PROJECTS 12 INCHES.
 MN0572'
 MN0572'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION.  IT
 MN0572'IS 108 FEET NORTH OF THE ROAD INTERSECTION, 30 FEET EAST OF
 MN0572'THE NORTH-SOUTH ROAD, AND PROJECTS 12 INCHES.
 MN0572'
 MN0572'A 30-FOOT STAND WAS ERECTED.
 MN0572
 MN0572                          STATION RECOVERY (1963)
 MN0572
 MN0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0572'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 MN0572'2 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION,
 MN0572'THE AZIMUTH MARK WAS DESTROYED.  ON REQUEST OF THE PROPERTY
 MN0572'OWNER THE ORIGINAL STATION MARK WAS LOWERED BELOW PLOW DEPTH
 MN0572'AND BOTH REFERENCE MARKS WERE REMOVED FROM THE CULTIVATED FIELD.
 MN0572'TWO NEW REFERENCE MARKS WERE SET AT THE EDGE OF THE CULTIVATED
 MN0572'FIELD AND A NEW AZIMUTH MARK WAS ESTABLISHED.  A NEW
 MN0572'DESCRIPTION FOLLOWS.
 MN0572'
 MN0572'THE STATION IS LOCATED 8 MILES NORTH OF POTTER, NEAR THE
 MN0572'WEST EDGE OF A RIDGE WHICH RUNS IN A NORTHWEST-SOUTHEAST
 MN0572'DIRECTION, IN A CULTIVATED FIELD, ON PROPERTY OWNED BY MR.
 MN0572'MYRON WOTEN.
 MN0572'
 MN0572'TO REACH THE STATION FROM THE RAILROAD DEPOT IN POTTER, GO
 MN0572'NORTH ON A GRAVELED AND OILED ROAD FOR 3.6 MILES TO THE END
 MN0572'OF THE OILED ROAD.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED
 MN0572'ROAD FOR 4.0 MILES TO A CROSSROAD AND THE AZIMUTH MARK ON THE
 MN0572'LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED
 MN0572'ROAD FOR 0.5 MILE, THENCE TURN RIGHT AND GO SOUTHEAST ALONG
 MN0572'THE EDGE OF THE RIDGE FOR 0.4 MILE TO THE STATION AS DESCRIBED.
 MN0572'
 MN0572'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 15-INCH
 MN0572'CONCRETE CYLINDER WHICH IS 20 INCHES BELOW THE SURFACE OF THE
 MN0572'GROUND AND IS STAMPED JACOBSON 1934 1963.  IT IS 73.4 FEET
 MN0572'SOUTHEAST OF A METAL WITNESS POST, 67.8 FEET NORTHEAST OF
 MN0572'A METAL WITNESS POST AND 32 FEET EAST OF THE WEST EDGE OF
 MN0572'A CULTIVATED FIELD.
 MN0572'
 MN0572'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 MN0572'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED
 MN0572'JACOBSON NO 3 1934 1963.  IT IS 3 FEET WEST OF THE WEST EDGE
 MN0572'OF A CULTIVATED FIELD AND 1.6 FEET NORTH-NORTHWEST OF A METAL
 MN0572'WITNESS POST.
 MN0572'
 MN0572'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN THE TOP OF A
 MN0572'12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS
 MN0572'STAMPED JACOBSON NO 4 1934 1963.  IT IS 4-1/2 FEET WEST OF THE
 MN0572'WEST EDGE OF A CULTIVATED FIELD AND 2 FEET SOUTH-SOUTHEAST
 MN0572'OF A METAL WITNESS POST.
 MN0572'
 MN0572'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0572'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED
 MN0572'JACOBSON 1934 RESET 1963.  IT IS 71 FEET WEST OF THE CENTER
 MN0572'OF A NORTH-SOUTH GRAVELED ROAD, 35 FEET SOUTH OF THE CENTER
 MN0572'OF A TRACK ROAD, 31 FEET WEST OF A POWER POLE AND 1.6 FEET
 MN0572'EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1043 ***********************************************************************
 LG1043  DESIGNATION -  JAKES
 LG1043  PID         -  LG1043
 LG1043  STATE/COUNTY-  NE/GAGE
 LG1043  USGS QUAD   -  ADAMS (1980)
 LG1043
 LG1043                         *CURRENT SURVEY CONTROL
 LG1043  ___________________________________________________________________
 LG1043* NAD 83(1995)-  40 26 11.23838(N)    096 35 31.13371(W)     ADJUSTED  
 LG1043* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 LG1043  ___________________________________________________________________
 LG1043  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 LG1043  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 LG1043
 LG1043  HORZ ORDER  -  FIRST
 LG1043
 LG1043.The horizontal coordinates were established by classical geodetic methods
 LG1043.and adjusted by the National Geodetic Survey in August 1997..
 LG1043
 LG1043.The orthometric height was scaled from a topographic map.
 LG1043
 LG1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1043
 LG1043.The geoid height was determined by GEOID03.
 LG1043
 LG1043;                    North         East     Units Scale Factor Converg.
 LG1043;SPC NE       -    72,662.770   789,038.812   MT  0.99983114   +2 15 30.5
 LG1043;UTM  14      - 4,478,985.961   704,242.744   MT  1.00011351   +1 33 44.6
 LG1043
 LG1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1043!SPC NE       -   0.99993536  x   0.99983114  =   0.99976651
 LG1043!UTM  14      -   0.99993536  x   1.00011351  =   1.00004886
 LG1043
 LG1043:                Primary Azimuth Mark                     Grid Az
 LG1043:SPC NE       -  ADAMS MUNICIPAL TANK                     072 55 32.7
 LG1043:UTM  14      -  ADAMS MUNICIPAL TANK                     073 37 18.6
 LG1043
 LG1043|---------------------------------------------------------------------|
 LG1043| PID    Reference Object                     Distance      Geod. Az  |
 LG1043|                                                           dddmmss.s |
 LG1043| LG1042 ADAMS MUNICIPAL TANK                APPROX. 7.1 KM 0751103.2 |
 LG1043| CL7177 JAKES RM 1                           29.658 METERS 09400     |
 LG1043| CL7179 JAKES RM 3                           23.858 METERS 16023     |
 LG1043| CL7178 JAKES RM 2                           23.268 METERS 18717     |
 LG1043| LG1044 EVANGELICAL ZION LUTHERAN CH        APPROX. 9.9 KM 1911352.0 |
 LG1043| AB4090 JAKES AZ MK                         APPROX. 0.7 KM 2700059.7 |
 LG1043| LG1150 CORTLAND MUNICIPAL TANK             APPROX.12.6 KM 3095540.4 |
 LG1043|---------------------------------------------------------------------|
 LG1043
 LG1043                          SUPERSEDED SURVEY CONTROL
 LG1043
 LG1043  NAD 83(1986)-  40 26 11.24653(N)    096 35 31.13052(W) AD(       ) 1
 LG1043  NAD 27      -  40 26 11.23900(N)    096 35 30.05300(W) AD(       ) 1
 LG1043
 LG1043.Superseded values are not recommended for survey control.
 LG1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1043.See file dsdata.txt to determine how the superseded data were derived.
 LG1043
 LG1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0424378986(NAD 83)
 LG1043_MARKER: DS = TRIANGULATION STATION DISK
 LG1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1043
 LG1043  HISTORY     - Date     Condition        Report By
 LG1043  HISTORY     - 1947     MONUMENTED       CGS
 LG1043  HISTORY     - 1955     GOOD             CGS
 LG1043  HISTORY     - 1961     GOOD             CGS
 LG1043
 LG1043                          STATION DESCRIPTION
 LG1043
 LG1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1043'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF COURTLAND, 5.0
 LG1043'MILES WEST-SOUTHWEST OF ADAMS NEAR THE HEAD OF JAKES CREEK ON LAND
 LG1043'OWNED AND OCCUPIED BY MR. OLLIE HARMS.  IT IS 42 FEET NORTH OF
 LG1043'THE CENTER OF A GRADED EAST-WEST ROAD, 62 FEET WEST OF THE CENTER
 LG1043'OF THE DRIVEWAY INTO FARM YARD, 60 FEET SOUTH OF WHITE PAINTED
 LG1043'FARM HOUSE AND 7 FEET SOUTH OF EAST-WEST FENCE LINE.  IT IS
 LG1043'STAMPED JAKES 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1043'
 LG1043'REFERENCE MARK NO 1 IS EAST OF THE STATION, 40 FEET NORTH OF THE
 LG1043'CENTER OF THE EAST-WEST GRADED ROAD, 36 FEET EAST OF THE CENTER
 LG1043'OF THE DRIVEWAY AND 1 FOOT WEST OF LIGHT POLE.  IT IS STAMPED
 LG1043'JAKES NO 1 1947 AND PROJECTS 3 INCHES.
 LG1043'
 LG1043'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 35 FEET SOUTH OF THE
 LG1043'CENTER OF THE GRADED ROAD AND 40 FEET WEST OF LIGHT POLE.  IT IS
 LG1043'STAMPED JAKES NO 2 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1043'
 LG1043'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, 35 FEET
 LG1043'NORTH OF THE CENTER OF THE GRADED ROAD, 1 FOOT EAST OF FENCE
 LG1043'CORNER AND 1.5 FEET NORTH OF WHITE WITNESS POST.  IT IS STAMPED
 LG1043'JAKES 1947 AND PROJECTS 2 INCHES.  TO REACH FROM THE STATION, GO
 LG1043'WEST FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LG1043'
 LG1043'TO REACH THE STATION FROM THE POST OFFICE IN ADAMS, GO WEST ON
 LG1043'STATE ROUTE NO 41 FOR 4.6 MILES TO CROSS ROADS AND SMALL SCHOOL
 LG1043'HOUSE IN NORTHEAST ANGLE, TURN LEFT AND GO SOUTH FOR 2.0 MILES TO
 LG1043'CROSS ROADS, TURN RIGHT AND GO WEST FOR ABOUT 0.05 MILE TO A SMALL
 LG1043'WHITE PAINTED FARM HOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION LONE STAR IS VISIBLE AT 37 FEET
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION WEST POINT IS VISIBLE AT 37 FEET
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION STERLING IS VISIBLE AT 37 FEET
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION WOLKEN IS VISIBLE AT 20 FEET
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION BEAR IS VISIBLE AT 37 FEET
 LG1043'
 LG1043'A 47 FOOT SIGNAL AT STATION PICKRELL IS VISIBLE AT 50 FEET
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION SNAKE IS VISIBLE AT 37 FEET
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION INDIAN IS VISIBLE AT 37 FEET
 LG1043'
 LG1043'A 74 FOOT SIGNAL AT STATION COURTLAND IS VISIBLE AT 37 FEET
 LG1043'
 LG1043'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1043
 LG1043                          STATION RECOVERY (1955)
 LG1043
 LG1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 LG1043'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG1043'GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH WAS IN THE EDGE
 LG1043'OF A CULTIVATED FIELD ON LAND OWNED BY MR. REINDER JURGENS OF
 LG1043'FILLEY, NEBR.  THIS MARK WAS MOVED AND REFERENCE MARK NO. 3 WAS
 LG1043'ESTABLISHED AT THE DIRECTION OF MR. JURGENS ON HIS PROPERTY NEAR
 LG1043'A TELEPHONE POLE.  THIS IS A 66-FOOT RIGHT-OF-WAY WHICH WAS
 LG1043'VERIFIED BY MR. LLOYD HANSON, GAGE COUNTY ENGINEER, BEATRICE,
 LG1043'NEBRASKA.
 LG1043'
 LG1043'REFERENCE MARK NO. 3 IS SOUTH-SOUTHEAST OF THE STATION, 35 FEET
 LG1043'SOUTH OF THE CENTER OF GRAVEL ROAD AND 2 FEET WEST OF A TELEPHONE
 LG1043'POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 LG1043'DISK IS STAMPED JAKES NO 3 1947.
 LG1043
 LG1043                          STATION RECOVERY (1961)
 LG1043
 LG1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1043'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 LG1043'AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 3 WAS
 LG1043'RECOVERED IN GOOD CONDITION, BUT NO INFORMATION WAS AVAILABLE AT
 LG1043'THIS TIME FOR THIS MARK.  IT IS A STANDARD DISK STAMPED JAKES
 LG1043'NO 3 1947, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 LG1043'THAT IS FLUSH WITH THE GROUND.  IT IS 32 FEET SOUTH OF THE
 LG1043'CENTER OF THE EAST-WEST GRAVEL ROAD, 2-1/2 FEET WEST OF A
 LG1043'TELEPHONE POLE AND IN THE FENCE LINE OF THE EAST-WEST
 LG1043'RIGHT-OF-WAY FENCE.
 LG1043'
 LG1043'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF CORTLAND AND ABOUT
 LG1043'5 MILES EAST-SOUTHEAST OF ADAMS, ON THE RIGHT-OF-WAY OF A
 LG1043'EAST-WEST SECTION LINE ROAD.
 LG1043'
 LG1043'REACHED FROM THE POST OFFICE IN ADAMS, GO WEST ON MAIN STREET FOR
 LG1043'ONE BLOCK, TURN RIGHT AND GO NORTH FOR 0.3 MILE TO THE JUNCTION OF
 LG1043'STATE HIGHWAY 41, TURN LEFT AND GO WEST ON STATE HIGHWAY 41 FOR
 LG1043'4.2 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH FOR 2.0 MILES
 LG1043'TO A CROSSROAD, TURN RIGHT AND GO WEST FOR 0.05 MILE TO THE
 LG1043'STATION MARK ON THE RIGHT.
 LG1043'
 LG1043'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 LG1043'ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 LG1043'
 LG1043'THE PICTURE POINT IS THE INTERSECTION OF A EAST-WEST GRAVEL ROAD
 LG1043'AND THE ENTRANCE ROAD TO A FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4090 ***********************************************************************
 AB4090  HT_MOD      -  This is a Height Modernization Survey Station.
 AB4090  CBN         -  This is a Cooperative Base Network Control Station.
 AB4090  DESIGNATION -  JAKES AZ MK
 AB4090  PID         -  AB4090
 AB4090  STATE/COUNTY-  NE/GAGE
 AB4090  USGS QUAD   -  ADAMS (1980)
 AB4090
 AB4090                         *CURRENT SURVEY CONTROL
 AB4090  ___________________________________________________________________
 AB4090* NAD 83(1995)-  40 26 11.24379(N)    096 36 00.20742(W)     ADJUSTED  
 AB4090* NAVD 88     -       438.71   (meters)    1439.3    (feet)  GPS OBS   
 AB4090  ___________________________________________________________________
 AB4090  X           -    -558,798.026 (meters)                     COMP
 AB4090  Y           -  -4,829,507.688 (meters)                     COMP
 AB4090  Z           -   4,115,258.913 (meters)                     COMP
 AB4090  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 AB4090  ELLIP HEIGHT-         411.74  (meters)          (03/30/05) GPS OBS
 AB4090  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AB4090
 AB4090  HORZ ORDER  -  B
 AB4090  ELLP ORDER  -  THIRD     CLASS I
 AB4090
 AB4090.The horizontal coordinates were established by GPS observations
 AB4090.and adjusted by the National Geodetic Survey in June 1996..
 AB4090
 AB4090.The orthometric height was determined by GPS observations and a
 AB4090.high-resolution geoid model using precise GPS observation and
 AB4090.processing techniques.
 AB4090
 AB4090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4090
 AB4090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4090
 AB4090.The ellipsoidal height was determined by GPS observations
 AB4090.and is referenced to NAD 83.
 AB4090
 AB4090.The geoid height was determined by GEOID03.
 AB4090
 AB4090;                    North         East     Units Scale Factor Converg.
 AB4090;SPC NE       -    72,635.970   788,354.220   MT  0.99983114   +2 15 11.3
 AB4090;UTM  14      - 4,478,967.474   703,557.684   MT  1.00011007   +1 33 25.7
 AB4090
 AB4090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4090!SPC NE       -   0.99993541  x   0.99983114  =   0.99976657
 AB4090!UTM  14      -   0.99993541  x   1.00011007  =   1.00004548
 AB4090
 AB4090                          SUPERSEDED SURVEY CONTROL
 AB4090
 AB4090  ELLIP H (07/10/01)  411.77   (m)                       GP(       ) 4 1
 AB4090  ELLIP H (06/25/96)  411.82   (m)                       GP(       ) 1 1
 AB4090
 AB4090.Superseded values are not recommended for survey control.
 AB4090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4090.See file dsdata.txt to determine how the superseded data were derived.
 AB4090
 AB4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0355878967(NAD 83)
 AB4090_MARKER: DZ = AZIMUTH MARK DISK
 AB4090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4090_STAMPING: JAKES 1947
 AB4090_MARK LOGO: CGS   
 AB4090_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4090+STABILITY: SURFACE MOTION
 AB4090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4090+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AB4090
 AB4090  HISTORY     - Date     Condition        Report By
 AB4090  HISTORY     - 1947     MONUMENTED       CGS
 AB4090  HISTORY     - 19950821 GOOD             NE-109
 AB4090  HISTORY     - 20000605 GOOD             NEDR
 AB4090  HISTORY     - 2002     GOOD             NEDR
 AB4090
 AB4090                          STATION DESCRIPTION
 AB4090
 AB4090'DESCRIBED BY LANCASTER COUNTY NEBRASKA 1995 (LW)
 AB4090'THE MARK IS LOCATED ABOUT 8 MI (12.9 KM) NORTHEAST OF PICKRELL, 7 MI
 AB4090'(11.3 KM) SOUTH OF FIRTH, 5 MI (8.0 KM) WEST-SOUTHWEST OF ADAMS, IN
 AB4090'THE SW CORNER OF THE SE 1/4, SEC35, T6N, R7E AND ON THE NORTH
 AB4090'RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.  TO REACH THE MARK FROM STATE
 AB4090'ROUTE 43 AND STATE ROUTE 41, JUST NORTH OF ADAMS, GO WEST ON STATE
 AB4090'ROUTE 41 FOR 0.45 MI (0.72 KM) TO PAVED ROAD LEFT (COUNTY ROAD 346).
 AB4090'CONTINUE AHEAD AND GO WEST ON STATE ROUTE 41 FOR 4.3 MI (6.9 KM) TO A
 AB4090'CROSSROAD WITH AN ABANDONED SMALL SCHOOL HOUSE AT THE NORTHEAST CORNER
 AB4090'OF THE INTERSECTION.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 2.0
 AB4090'MI (3.2 KM) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 AB4090'FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT.  THE DISK IS SET INTO
 AB4090'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 AB4090'GROUND SURFACE.  IT IS 189.6 FT (57.8 M) WEST-SOUTHWEST OF THE SOUTH
 AB4090'CORNER OF A CHAIN-LINK FENCE AROUND GAS VALVES, 81.82 FT (24.94 M)
 AB4090'WEST OF A CHISELED X ON TOP OF A 90 DEGREE ELBOW VENT PIPE NGPL499,
 AB4090'70.15 FT (21.38 M) NORTH-NORTHWEST OF A CHISELED X ON TOP OF A 90
 AB4090'DEGREE ELBOW VENT PIPE NGPL498, 37 FT (11.3 M) NORTH OF THE CENTERLINE
 AB4090'OF THE ROAD, 1.5 FT (0.5 M) SOUTHEAST OF A CORNER FENCE POST AND 1.5
 AB4090'FT (0.5 M) NORTH OF A WITNESS POST.  REBAR WAS DRIVEN ALONG SIDE THE
 AB4090'MARK.  A REBAR AND CAP WAS PLACED 49.10 FT (14.97 M) NORTH OF THE MARK
 AB4090'AND ANOTHER PLACED 113.71 FT (34.66 M) SOUTH OF THE MARK.  EACH CAP
 AB4090'HAS AN ARROW POINTING TO THE MARKER.
 AB4090
 AB4090                          STATION RECOVERY (2000)
 AB4090
 AB4090'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4090'RECOVERED AS DESCRIBED.
 AB4090
 AB4090                          STATION RECOVERY (2002)
 AB4090
 AB4090'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 AB4090'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1154 ***********************************************************************
 LG1154  DESIGNATION -  JAMAICA
 LG1154  PID         -  LG1154
 LG1154  STATE/COUNTY-  NE/LANCASTER
 LG1154  USGS QUAD   -  ROCA (1972)
 LG1154
 LG1154                         *CURRENT SURVEY CONTROL
 LG1154  ___________________________________________________________________
 LG1154* NAD 83(1995)-  40 40 39.32780(N)    096 42 18.99668(W)     ADJUSTED  
 LG1154* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 LG1154  ___________________________________________________________________
 LG1154  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 LG1154  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG1154
 LG1154  HORZ ORDER  -  SECOND
 LG1154
 LG1154.The horizontal coordinates were established by classical geodetic methods
 LG1154.and adjusted by the National Geodetic Survey in August 1997..
 LG1154
 LG1154.The orthometric height was scaled from a topographic map.
 LG1154
 LG1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1154
 LG1154.The geoid height was determined by GEOID03.
 LG1154
 LG1154;                    North         East     Units Scale Factor Converg.
 LG1154;SPC NE       -    99,042.414   778,414.862   MT  0.99976222   +2 11 00.3
 LG1154;UTM  14      - 4,505,499.681   693,934.963   MT  1.00006296   +1 29 46.2
 LG1154
 LG1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1154!SPC NE       -   0.99994116  x   0.99976222  =   0.99970339
 LG1154!UTM  14      -   0.99994116  x   1.00006296  =   1.00000411
 LG1154
 LG1154:                Primary Azimuth Mark                     Grid Az
 LG1154:SPC NE       -  LINCOLN SAFETY PATROL RAD MAST           359 03 18.5
 LG1154:UTM  14      -  LINCOLN SAFETY PATROL RAD MAST           359 44 32.6
 LG1154
 LG1154|---------------------------------------------------------------------|
 LG1154| PID    Reference Object                     Distance      Geod. Az  |
 LG1154|                                                           dddmmss.s |
 LG1154| LG1114 LINCOLN SAFETY PATROL RAD MAST      APPROX. 9.2 KM 0011418.8 |
 LG1154| LG1156 JAMMAICA CHURCH SPIRE               APPROX. 2.5 KM 0285702.4 |
 LG1154| CL7181 JAMAICA RM 1                         26.645 METERS 14342     |
 LG1154| CL7180 JAMAICA AZ MK                                      1782313.4 |
 LG1154| LG1309 JAMAICA 2 AZ MK                     481.465 METERS 2013206.0 |
 LG1154| CL7182 JAMAICA RM 2                         41.675 METERS 23339     |
 LG1154| LG1159 JAMAICA 2                            13.889 METERS 27516     |
 LG1154| LG1464 JAMAICA RM 3                         29.082 METERS 27809     |
 LG1154|---------------------------------------------------------------------|
 LG1154
 LG1154                          SUPERSEDED SURVEY CONTROL
 LG1154
 LG1154  NAD 83(1986)-  40 40 39.33562(N)    096 42 18.99710(W) AD(       ) 2
 LG1154  NAD 27      -  40 40 39.33000(N)    096 42 17.93000(W) AD(       ) 2
 LG1154
 LG1154.Superseded values are not recommended for survey control.
 LG1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1154.See file dsdata.txt to determine how the superseded data were derived.
 LG1154
 LG1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9393505500(NAD 83)
 LG1154_MARKER: DS = TRIANGULATION STATION DISK
 LG1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1154
 LG1154  HISTORY     - Date     Condition        Report By
 LG1154  HISTORY     - 1947     MONUMENTED       CGS
 LG1154  HISTORY     - 1964     GOOD             CGS
 LG1154  HISTORY     - 1966     GOOD             CGS
 LG1154  HISTORY     - 1975     GOOD             NGS
 LG1154
 LG1154                          STATION DESCRIPTION
 LG1154
 LG1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1154'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF LINCOLN AND 2
 LG1154'MILES SOUTH OF JAMAICA ON THE PROPERTY OF MR. L.C. LIDOLPH,
 LG1154'ALONG U.S. HIGHWAY NO. 77.  IT IS IN THE NORTH SECTION OF A LOT
 LG1154'SOUTHEAST OF THE FARM HOUSE, 85.5 FEET WEST OF THE CENTER OF
 LG1154'U.S. HIGHWAY NO. 77 AND 18.5 FEET SOUTH OF THE CENTER OF THE
 LG1154'DRIVEWAY LEADING TO THE FARM YARD.  IT IS STAMPED JAMAICA 1947
 LG1154'AND IS 1.5 FEET BELOW THE SURFACE OF THE GROUND.
 LG1154'
 LG1154'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF THE LOT, 34 FEET WEST
 LG1154'OF THE CENTER OF U.S. HIGHWAY 77, 84 FEET SOUTH OF THE CENTER OF
 LG1154'THE DRIVEWAY LEADING TO THE FARM YARD AND 1 FOOT WEST OF THE
 LG1154'NORTH-SOUTH FENCE LINE.  IT IS STAMPED JAMAICA NO 1 1947 AND IS
 LG1154'FLUSH WITH THE SURFACE OF THE GROUND.
 LG1154'
 LG1154'REFERENCE MARK NO. 2 IS IN THE SOUTHWEST SECTION OF THE LOT, 110
 LG1154'FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO THE YARD, 38.5 FEET
 LG1154'NORTH OF THE SOUTH END OF A WIRE FENCE AND 1 FOOT EAST OF THE
 LG1154'NORTH-SOUTH FENCE LINE.  IT IS STAMPED JAMAICA NO 2 1947 AND IS
 LG1154'FLUSH WITH THE SURFACE OF THE GROUND.
 LG1154'
 LG1154'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 32 FEET EAST OF THE
 LG1154'CENTER OF U.S. HIGHWAY NO. 77, 1 FOOT NORTH OF A TELEPHONE POLE
 LG1154'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LG1154'JAMAICA 1947 AND PROJECTS 6 INCHES.
 LG1154'
 LG1154'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND STATE
 LG1154'HIGHWAY 33, GO NORTH ON U.S. 77 FOR 0.85 MILE TO THE AZIMUTH MARK
 LG1154'ON THE RIGHT, CONTINUE NORTH FOR 0.55 MILE TO THE FARM HOUSE AND
 LG1154'THE STATION ON THE LEFT AS DESCRIBED.
 LG1154'
 LG1154'AN 87 FOOT SIGNAL AT MARTLE IS VISIBLE AT 10 FEET.
 LG1154'
 LG1154'A 47 FOOT SIGNAL AT SALTILLO WEST BASE IS VISIBLE AT 30 FEET.
 LG1154'
 LG1154'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 30 FEET.
 LG1154'
 LG1154'A 74 FOOT SIGNAL AT LONE STAR IS V.G.
 LG1154'
 LG1154'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1154
 LG1154                          STATION RECOVERY (1964)
 LG1154
 LG1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG1154'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1154'IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 2 WHICH HAD BEEN
 LG1154'MOVED AND PLACED IN THE GROUND WEST OF THE STATION.  IT WAS
 LG1154'RE-STAMPED NO. 3 AND A MEASUREMENT BETWEEN THE UNDERGROUND STATION
 LG1154'AND IT WAS MADE.  ADVERSE WEATHER CONDITIONS PREVENTED MEASURING
 LG1154'AN ANGLE TO R.M. NO. 3.  A SHORT DESCRIPTION FOR REFERENCE MARK
 LG1154'NO. 3 FOLLOWS.
 LG1154'
 LG1154'REFERENCE MARK NO. 3 IS 95.50 FEET WEST OF THE STATION, 31 FEET
 LG1154'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL SHED, 31 FEET
 LG1154'SOUTHWEST OF SMALL YARD FENCE GATE, AND 24 FEET SOUTH OF YARD
 LG1154'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LG1154'JAMAICA NO 3 1947.
 LG1154'
 LG1154'THE STATION IS 90 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 LG1154'PORCH ATTACHED TO THE FARMHOUSE OWNED AND OCCUPIED BY L.C.
 LG1154'LIDOLPH, AND 28 FEET SOUTH OF THE SOUTH YARD FENCE AROUND
 LG1154'FARMHOUSE.
 LG1154'
 LG1154'A STEEL POST WAS SET 1 FOOT NORTH OF REFERENCE MARK NO. 1 WHICH
 LG1154'IS ALONG THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 77 WHICH IS TO
 LG1154'BE REBUILT IN ABOUT A YEAR.
 LG1154
 LG1154                          STATION RECOVERY (1966)
 LG1154
 LG1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1154'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LG1154'CONDITION.  ALL MARKS, EXCEPT R.M. NO. 3, WERE IN THE WAY OF
 LG1154'HIGHWAY CONSTRUCTION SO A NEW STATION WAS ESTABLISHED IN THE
 LG1154'IMMEDIATE VICINITY.  FOR DETAILS SEE DESCRIPTION FOR JAMAICA
 LG1154'2 1966.
 LG1154
 LG1154                          STATION RECOVERY (1975)
 LG1154
 LG1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HED)
 LG1154'REFER TO QUAD 400964 PAGE 1029 STATION, REF 3 AND AZIMUTH NO. 2 1966
 LG1154'FOUND IN GOOD CONDITION AS DESCRIBED.
 LG1154'
 LG1154'NEAREST TOWN--LINCOLN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1159 ***********************************************************************
 LG1159  DESIGNATION -  JAMAICA 2
 LG1159  PID         -  LG1159
 LG1159  STATE/COUNTY-  NE/LANCASTER
 LG1159  USGS QUAD   -  ROCA (1972)
 LG1159
 LG1159                         *CURRENT SURVEY CONTROL
 LG1159  ___________________________________________________________________
 LG1159* NAD 83(1995)-  40 40 39.36914(N)    096 42 19.58561(W)     ADJUSTED  
 LG1159* NAVD 88     -       401.463  (meters)    1317.13   (feet)  ADJUSTED  
 LG1159  ___________________________________________________________________
 LG1159  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LG1159  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG1159  DYNAMIC HT  -         401.289 (meters)    1316.56  (feet)  COMP
 LG1159  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 LG1159
 LG1159  HORZ ORDER  -  THIRD
 LG1159  VERT ORDER  -  FIRST     CLASS II
 LG1159
 LG1159.The horizontal coordinates were established by classical geodetic methods
 LG1159.and adjusted by the National Geodetic Survey in August 1997..
 LG1159.No horizontal observational check was made to the station.
 LG1159
 LG1159.The orthometric height was determined by differential leveling
 LG1159.and adjusted by the National Geodetic Survey in May 1993..
 LG1159
 LG1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1159
 LG1159.The geoid height was determined by GEOID03.
 LG1159
 LG1159.The dynamic height is computed by dividing the NAVD 88
 LG1159.geopotential number by the normal gravity value computed on the
 LG1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1159.degrees latitude (g = 980.6199 gals.).
 LG1159
 LG1159.The modeled gravity was interpolated from observed gravity values.
 LG1159
 LG1159;                    North         East     Units Scale Factor Converg.
 LG1159;SPC NE       -    99,043.161   778,400.996   MT  0.99976222   +2 10 59.9
 LG1159;UTM  14      - 4,505,500.594   693,921.103   MT  1.00006289   +1 29 45.8
 LG1159
 LG1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1159!SPC NE       -   0.99994110  x   0.99976222  =   0.99970333
 LG1159!UTM  14      -   0.99994110  x   1.00006289  =   1.00000398
 LG1159
 LG1159|---------------------------------------------------------------------|
 LG1159| PID    Reference Object                     Distance      Geod. Az  |
 LG1159|                                                           dddmmss.s |
 LG1159| LG1311 JAMAICA 2 RM 5                       13.224 METERS 00406     |
 LG1159| LG1154 JAMAICA                              13.889 METERS 09516     |
 LG1159| CL7180 JAMAICA AZ MK                                      1772909.4 |
 LG1159| LG1309 JAMAICA 2 AZ MK                     477.760 METERS 1995608.5 |
 LG1159| LG1310 JAMAICA 2 RM 6                       23.916 METERS 27848     |
 LG1159| LG1464 JAMAICA RM 3                         15.226 METERS 28047     |
 LG1159| LG1465 JAMAICA 2 RM 4                       20.580 METERS 34059     |
 LG1159|---------------------------------------------------------------------|
 LG1159
 LG1159                          SUPERSEDED SURVEY CONTROL
 LG1159
 LG1159  NAD 83(1986)-  40 40 39.37697(N)    096 42 19.58601(W) AD(       ) 3
 LG1159  NAD 27      -  40 40 39.37133(N)    096 42 18.51890(W) AD(       ) 3
 LG1159  NGVD 29 (02/17/94)  401.37   (m)         1316.8    (f) LEVELING    3  
 LG1159
 LG1159.Superseded values are not recommended for survey control.
 LG1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1159.See file dsdata.txt to determine how the superseded data were derived.
 LG1159
 LG1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9392105501(NAD 83)
 LG1159_MARKER: DS = TRIANGULATION STATION DISK
 LG1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1159_SP_SET: CONCRETE POST
 LG1159_STAMPING: JAMAICA 2 1966
 LG1159_MARK LOGO: CGS   
 LG1159_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1159+STABILITY: SURFACE MOTION
 LG1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1159+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1159
 LG1159  HISTORY     - Date     Condition        Report By
 LG1159  HISTORY     - 1966     MONUMENTED       CGS
 LG1159  HISTORY     - 1966     GOOD             CGS
 LG1159  HISTORY     - 1981     GOOD             LOCENG
 LG1159  HISTORY     - 19820824 GOOD             NGS
 LG1159  HISTORY     - 19911022 GOOD             NGS
 LG1159  HISTORY     - 2002     GOOD             NEDR
 LG1159
 LG1159                          STATION DESCRIPTION
 LG1159
 LG1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1159'THE STATION IS ABOUT 10 MILES SOUTH OF LINCOLN AND 2 MILES
 LG1159'SOUTH OF JAMAICA ON THE PROPERTY OF MR. L.C. LIDOLPH.  IT IS
 LG1159'JUST SOUTH OF THE LAND OWNERS FARMHOUSE.
 LG1159'
 LG1159'THE STATION IS ON THE WEST EDGE OF THE RIGHT OF WAY OF U.S.
 LG1159'HIGHWAY 77, 61 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 LG1159'29 FEET SOUTH OF THE SOUTH YARD FENCE AND 19 FEET SOUTH OF THE
 LG1159'CENTERLINE OF A FARM DRIVEWAY.  THE MARK IS FLUSH WITH THE GROUND
 LG1159'AND THE DISK IS STAMPED JAMAICA 2 1966.
 LG1159'
 LG1159'R.M. NO. 3 IS 46 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 LG1159'A HOUSE, 14.5 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 7
 LG1159'FEET SOUTHEAST OF A 24-INCH ELM TREE.  MARK PROJECTS 3 INCHES
 LG1159'AND DISK IS STAMPED JAMAICA NO 3 1947.
 LG1159'
 LG1159'R.M. NO. 4 IS AT THE EAST SIDE OF A FARMHOUSE, 1.5 FEET EAST OF
 LG1159'THE FRONT PORCH AND IS IN THE NORTHEAST CORNER OF A CONCRETE STEP.
 LG1159'THE DISK IS SET IN A DRILL HOLE IN CONCRETE STEP AND IS STAMPED
 LG1159'JAMAICA 2 NO 4 1966.
 LG1159'
 LG1159'THE AZIMUTH MARK IS 52 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 LG1159'OF A ROCK HOUSE, 24.8 FEET NORTHEAST OF A YARD LIGHT, 13 FEET
 LG1159'SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 1 FOOT NORTHWEST OF A
 LG1159'BOARD FENCE.  MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 LG1159'STAMPED JAMAICA 2 1966.
 LG1159'
 LG1159'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY,
 LG1159'ABOUT 6 MILES NORTH OF PRINCETON, GO NORTH ON U.S. 77 FOR 1.3
 LG1159'MILES TO A DRIVEWAY ON THE LEFT (TURN LEFT AND GO WEST 0.15 MILE
 LG1159'TO THE AZIMUTH MARK), CONTINUE NORTH ON THE HIGHWAY FOR 0.3
 LG1159'MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT TO FARMHOUSE AND
 LG1159'STATION SITE.
 LG1159
 LG1159                          STATION RECOVERY (1966)
 LG1159
 LG1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 LG1159'RECOVERED IN GOOD CONDITION.
 LG1159
 LG1159                          STATION RECOVERY (1981)
 LG1159
 LG1159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1159'JAMAICA 2 1966 RECOVERED GOOD (STATION MARK).
 LG1159'
 LG1159'R.M.S AND AZI NOT SEARCHED FOR.
 LG1159'
 LG1159'DESCRIPTION ADEQUATE.
 LG1159'
 LG1159'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MI S. LINCOLN.
 LG1159
 LG1159                          STATION RECOVERY (1982)
 LG1159
 LG1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1159'THE SURFACE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK
 LG1159'WERE RECOVERED.  REFERENCE MARK 3 APPEARED TO LEAN AND THE DISTANCE
 LG1159'AND DIRECTION FAILED TO AGREE WITH 1966 DATA.  REFERENCE MARK 4 WAS
 LG1159'OBSTRUCTED BY A TREE.  REFERENCE MARK 4 WAS IN THE STEP OF A PORCH ON
 LG1159'A HOUSE THAT IS TO BE DESTROYED AND REFERENCE MARK 3 INTERFERED WITH
 LG1159'MOWING OPERATIONS.  REFERENCE MARKS 5 AND 6 WERE ESTABLISHED AND
 LG1159'REFERENCE MARKS 3 AND 4 WERE DESTROYED.  A NEW DESCRIPTION FOLLOWS.
 LG1159'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTH FROM LINCOLN,
 LG1159'11.3 KM (7.0 MI) SOUTHWEST FROM CHENEY, 4.8 KM (3.0 MI) NORTHWEST
 LG1159'FROM ROCA, 2.41 KM (1.50 MI) NORTH FROM THE JUNCTION OF STATE HIGHWAY
 LG1159'33 AND U.S. HIGHWAY 77 AND ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 LG1159'77, ADJACENT TO PROPERTY OWNED BY MR. A. LIDOLPH, RURAL ROUTE 1,
 LG1159'ROCA, NEBRASKA  68430.
 LG1159'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 7 WITH STATE HIGHWAY 33,
 LG1159'ABOUT 3.2 KM (2.0 MI) WEST FROM ROCA, GO NORTH ON HIGHWAY 77 FOR 2.41
 LG1159'KM (1.50 MI) TO A CROSSOVER IN THE MEDIAN.  TURN LEFT AND GO WEST,
 LG1159'CROSSING THE SOUTHBOUND LANES, TO A DRIVEWAY.  TURN RIGHT AND GO
 LG1159'NORTH ON LIDOLPH DRIVE FOR 0.24 KM (0.15 MI) TO THE STATION.
 LG1159'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1159'FLUSH WITH THE GROUND.  IT IS 23.93 M (78.51 FT) EAST FROM A CONCRETE
 LG1159'RIGHT-OF-WAY MARKER, 21.0 M (68.9 FT) WEST FROM THE CENTERLINE OF THE
 LG1159'SOUTHBOUND LANES OF THE HIGHWAY AND 42.1 M (138.1 FT) SOUTH FROM A
 LG1159'CONCRETE RIGHT-OF-WAY MARKER.  THE UNDERGROUND MARK WAS NOT
 LG1159'INSPECTED.
 LG1159
 LG1159                          STATION RECOVERY (1991)
 LG1159
 LG1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1159'11.4 KM (7.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH
 LG1159'STREET) FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, 1.0 KM (0.60
 LG1159'MI) NORTH OF THE INTERSECTION OF STRUCK ROAD, 23.9 M (78.4 FT) EAST
 LG1159'OF REFERENCE MARK 5, 21.2 M (69.6 FT) WEST OF THE CENTERLINE OF THE
 LG1159'SOUTHBOUND LANES OF THE HIGHWAY, 13.6 M (44.6 FT) SOUTH OF A
 LG1159'RIGHT-OF-WAY MARKER, 13.2 M (43.3 FT) SOUTH OF REFERENCE MARK 6, 7.2
 LG1159'M (23.6 FT) EAST OF THE CENTER OF LIDOLPH LANE, 2.5 M (8.2 FT) SOUTH
 LG1159'OF AN UNDERGROUND CABLE WARNING SIGN, 0.6 M (2.0 FT) ABOVE THE LEVEL
 LG1159'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LG1159'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY MR. A. LIDOLPH, RURAL
 LG1159'ROUTE 1, ROCA, NE 68430.
 LG1159
 LG1159                          STATION RECOVERY (2002)
 LG1159
 LG1159'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1159'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1309 ***********************************************************************
 LG1309  DESIGNATION -  JAMAICA 2 AZ MK
 LG1309  PID         -  LG1309
 LG1309  STATE/COUNTY-  NE/LANCASTER
 LG1309  USGS QUAD   -  ROCA (1972)
 LG1309
 LG1309                         *CURRENT SURVEY CONTROL
 LG1309  ___________________________________________________________________
 LG1309* NAD 83(1995)-  40 40 24.80892(N)    096 42 26.52170(W)     ADJUSTED  
 LG1309* NAVD 88     -       405.510  (meters)    1330.41   (feet)  ADJUSTED  
 LG1309  ___________________________________________________________________
 LG1309  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 LG1309  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG1309  DYNAMIC HT  -         405.334 (meters)    1329.83  (feet)  COMP
 LG1309  MODELED GRAV-     980,177.5   (mgal)                       NAVD 88
 LG1309
 LG1309  HORZ ORDER  -  THIRD
 LG1309  VERT ORDER  -  FIRST     CLASS II
 LG1309
 LG1309.The horizontal coordinates were established by classical geodetic methods
 LG1309.and adjusted by the National Geodetic Survey in August 1997..
 LG1309
 LG1309.The orthometric height was determined by differential leveling
 LG1309.and adjusted by the National Geodetic Survey in May 1993..
 LG1309
 LG1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1309
 LG1309.The geoid height was determined by GEOID03.
 LG1309
 LG1309.The dynamic height is computed by dividing the NAVD 88
 LG1309.geopotential number by the normal gravity value computed on the
 LG1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1309.degrees latitude (g = 980.6199 gals.).
 LG1309
 LG1309.The modeled gravity was interpolated from observed gravity values.
 LG1309
 LG1309;                    North         East     Units Scale Factor Converg.
 LG1309;SPC NE       -    98,588.258   778,255.359   MT  0.99976323   +2 10 55.3
 LG1309;UTM  14      - 4,505,047.335   693,769.975   MT  1.00006217   +1 29 40.9
 LG1309
 LG1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1309!SPC NE       -   0.99994046  x   0.99976323  =   0.99970371
 LG1309!UTM  14      -   0.99994046  x   1.00006217  =   1.00000263
 LG1309
 LG1309:                Primary Azimuth Mark                     Grid Az
 LG1309:SPC NE       -  JAMAICA 2                                017 45 08.7
 LG1309:UTM  14      -  JAMAICA 2                                018 26 23.1
 LG1309
 LG1309|---------------------------------------------------------------------|
 LG1309| PID    Reference Object                     Distance      Geod. Az  |
 LG1309|                                                           dddmmss.s |
 LG1309| LG1159 JAMAICA 2                           477.760 METERS 0195604.0 |
 LG1309| LG1154 JAMAICA                             481.465 METERS 0213201.1 |
 LG1309|---------------------------------------------------------------------|
 LG1309
 LG1309                          SUPERSEDED SURVEY CONTROL
 LG1309
 LG1309  NAD 83(1986)-  40 40 24.81706(N)    096 42 26.52319(W) AD(       ) 3
 LG1309  NGVD 29 (02/17/94)  405.34   (m)         1329.9    (f) LEVELING    3  
 LG1309
 LG1309.Superseded values are not recommended for survey control.
 LG1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1309.See file dsdata.txt to determine how the superseded data were derived.
 LG1309
 LG1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9377005047(NAD 83)
 LG1309_MARKER: DZ = AZIMUTH MARK DISK
 LG1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1309_SP_SET: CONCRETE POST
 LG1309_STAMPING: JAMAICA 2 1966
 LG1309_MARK LOGO: CGS   
 LG1309_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1309+STABILITY: SURFACE MOTION
 LG1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1309+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG1309
 LG1309  HISTORY     - Date     Condition        Report By
 LG1309  HISTORY     - 1966     MONUMENTED       CGS
 LG1309  HISTORY     - 19911022 GOOD             NGS
 LG1309
 LG1309                          STATION DESCRIPTION
 LG1309
 LG1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1309'11.9 KM (7.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH
 LG1309'STREET) FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, THENCE 0.4
 LG1309'KM (0.25 MI) SOUTHWESTERLY ALONG BLOCKS DRIVE, 0.6 KM (0.35 MI) NORTH
 LG1309'OF THE INTERSECTION OF STRUCK ROAD, 15.9 M (52.2 FT) EAST OF THE
 LG1309'NORTHEAST CORNER OF A HOUSE, 10.8 M (35.4 FT) SOUTH-SOUTHEAST OF A
 LG1309'FLAG POLE, 3.7 M (12.1 FT) SOUTH OF THE CENTER OF THE DRIVE, 0.8 M
 LG1309'(2.6 FT) NORTHEAST OF THE NORTHEAST END OF A FENCE, 0.3 M (1.0 FT)
 LG1309'BELOW THE LEVEL OF THE DRIVE, AND THE MONUMENT IS 0.1 M (0.3 FT)
 LG1309'BELOW THE GROUND SURFACE.
 LG1309'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 16.5 KM (10.3 MI)
 LG1309'SOUTH FROM LINCOLN, 4.8 KM (3.0 MI) WEST-NORTHWEST FROM ROCA, 0.4 KM
 LG1309'(0.2 MI) WEST FROM U.S. HIGHWAY 77 AND ON PROPERTY OWNED BY RICHARD
 LG1309'G. BLOCK, RURAL ROUTE 1, ROCA, NEBRASKA  68430.  TELEPHONE 402 794
 LG1309'4125.
 LG1309'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 33,
 LG1309'ABOUT 3.2 KM (2.0 MI) WEST FROM ROCA, GO NORTH ON HIGHWAY 77 FOR 2.41
 LG1309'KM (1.50 MI) TO A CROSSOVER IN THE MEDIAN.  TURN LEFT AND GO WEST,
 LG1309'CROSSING THE SOUTHBOUND LANES, TO A DRIVEWAY.  TURN LEFT AND GO SOUTH
 LG1309'ON BLOCKS LANE FOR 0.24 KM (0.15 MI) TO A CURVE.  CONTINUE WEST ON
 LG1309'THE DRIVE FOR 0.08 KM (0.05 MI) TO THE HOUSE OF MR. BLOCK AND THE
 LG1309'STATION.
 LG1309'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3
 LG1309'CM ABOVE THE GROUND.  IT IS 15.88 M (52.10 FT) EAST-NORTHEAST FROM
 LG1309'THE NORTHEAST CORNER OF A YELLOW, ROCK HOUSE, 3.7 M (12.1 FT) SOUTH
 LG1309'FROM THE CENTERLINE OF THE DRIVE AND 0.91 M (2.99 FT) NORTHEAST FROM
 LG1309'THE END OF A SPLIT-RAIL FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1311 ***********************************************************************
 LG1311  DESIGNATION -  JAMAICA 2 RM 5
 LG1311  PID         -  LG1311
 LG1311  STATE/COUNTY-  NE/LANCASTER
 LG1311  USGS QUAD   -  ROCA (1972)
 LG1311
 LG1311                         *CURRENT SURVEY CONTROL
 LG1311  ___________________________________________________________________
 LG1311* NAD 83(1995)-  40 40 39.79676(N)    096 42 19.54533(W)     ADJUSTED  
 LG1311* NAVD 88     -       401.052  (meters)    1315.78   (feet)  ADJUSTED  
 LG1311  ___________________________________________________________________
 LG1311  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LG1311  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG1311  DYNAMIC HT  -         400.879 (meters)    1315.22  (feet)  COMP
 LG1311  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 LG1311
 LG1311  HORZ ORDER  -  THIRD
 LG1311  VERT ORDER  -  FIRST     CLASS II
 LG1311
 LG1311.The horizontal coordinates were established by classical geodetic methods
 LG1311.and adjusted by the National Geodetic Survey in August 1997..
 LG1311
 LG1311.The orthometric height was determined by differential leveling
 LG1311.and adjusted by the National Geodetic Survey in May 1993..
 LG1311
 LG1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1311
 LG1311.The geoid height was determined by GEOID03.
 LG1311
 LG1311.The dynamic height is computed by dividing the NAVD 88
 LG1311.geopotential number by the normal gravity value computed on the
 LG1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1311.degrees latitude (g = 980.6199 gals.).
 LG1311
 LG1311.The modeled gravity was interpolated from observed gravity values.
 LG1311
 LG1311;                    North         East     Units Scale Factor Converg.
 LG1311;SPC NE       -    99,056.375   778,401.439   MT  0.99976219   +2 10 59.9
 LG1311;UTM  14      - 4,505,513.806   693,921.705   MT  1.00006290   +1 29 45.9
 LG1311
 LG1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1311!SPC NE       -   0.99994116  x   0.99976219  =   0.99970337
 LG1311!UTM  14      -   0.99994116  x   1.00006290  =   1.00000406
 LG1311
 LG1311                          SUPERSEDED SURVEY CONTROL
 LG1311
 LG1311  NAD 83(1986)-  40 40 39.80460(N)    096 42 19.54570(W) AD(       ) 3
 LG1311  NGVD 29 (02/17/94)  400.96   (m)         1315.5    (f) LEVELING    3  
 LG1311
 LG1311.Superseded values are not recommended for survey control.
 LG1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1311.See file dsdata.txt to determine how the superseded data were derived.
 LG1311
 LG1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9392205514(NAD 83)
 LG1311_MARKER: DR = REFERENCE MARK DISK
 LG1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1311_SP_SET: CONCRETE POST
 LG1311_STAMPING: JAMAICA 2 1966 NO 5 1982
 LG1311_MARK LOGO: NGS   
 LG1311_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1311+STABILITY: SURFACE MOTION
 LG1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1311+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG1311
 LG1311  HISTORY     - Date     Condition        Report By
 LG1311  HISTORY     - 1982     MONUMENTED       NGS
 LG1311  HISTORY     - 19911022 GOOD             NGS
 LG1311
 LG1311                          STATION DESCRIPTION
 LG1311
 LG1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1311'11.4 KM (7.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH
 LG1311'STREET) FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, 1.0 KM (0.60
 LG1311'MI) NORTH OF THE INTERSECTION OF STRUCK ROAD, 44.8 M (147.0 FT) WEST
 LG1311'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 26.5 M
 LG1311'(86.9 FT) WEST-SOUTHWEST OF REFERENCE MARK 6, 25.7 M (84.3 FT)
 LG1311'NORTHEAST OF THE NORTHEAST CORNER OF A METAL BUILDING, 25.0 M (82.0
 LG1311'FT) SOUTH OF A UTILITY LIGHT POLE WITH A TRANSFORMER AND A GUY CABLE,
 LG1311'23.9 M (78.4 FT) WEST OF TRIANGULATION STATION JAMAICA 2, 18.5 M
 LG1311'(60.7 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A BUILDING, 0.4 M
 LG1311'(1.3 FT) SOUTH OF A RIGHT-0F-WAY MARKER, AND THE MONUMENT IS FLUSH
 LG1311'WITH THE GROUND SURFACE.
 LG1311'THE MARK IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTH FROM LINCOLN, 4.8 KM
 LG1311'(3.0 MI) NORTHWEST FROM ROCA, 2.41 KM (1.50 MI) NORTH FROM THE
 LG1311'JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 33 AND ON THE WEST
 LG1311'RIGHT-OF-WAY OF U.S. HIGHWAY 77.
 LG1311'TO REACH FROM THE JUNCTION OF THE HIGHWAYS, ABOUT 3.2 KM (2.0 MI) WEST
 LG1311'FROM ROCA, GO NORTH ON HIGHWAY 77 FOR 2.41 KM (1.50 MI) TO A
 LG1311'CROSSOVER IN THE MEDIAN.  TURN LEFT, CROSSING THE SOUTHBOUND LANES,
 LG1311'TO LIDOLPH DRIVE.  TURN RIGHT AND GO NORTH ON LIDOLPH DRIVE FOR 0.24
 LG1311'KM (0.15 MI) TO THE MARK ON THE RIGHT.
 LG1311'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH
 LG1311'WITH THE GROUND.  IT IS 23.97 M (78.64 FT) EAST FROM A CONCRETE
 LG1311'RIGHT-OF-WAY MARKER, 20.4 M (66.9 FT) WEST FROM THE CENTERLINE OF THE
 LG1311'SOUTHBOUND LANES OF THE HIGHWAY AND 0.4 M (1.3 FT) SOUTH FROM A
 LG1311'CONCRETE RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1310 ***********************************************************************
 LG1310  DESIGNATION -  JAMAICA 2 RM 6
 LG1310  PID         -  LG1310
 LG1310  STATE/COUNTY-  NE/LANCASTER
 LG1310  USGS QUAD   -  ROCA (1972)
 LG1310
 LG1310                         *CURRENT SURVEY CONTROL
 LG1310  ___________________________________________________________________
 LG1310* NAD 83(1995)-  40 40 39.48768(N)    096 42 20.59201(W)     ADJUSTED  
 LG1310* NAVD 88     -       401.650  (meters)    1317.75   (feet)  ADJUSTED  
 LG1310  ___________________________________________________________________
 LG1310  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 LG1310  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG1310  DYNAMIC HT  -         401.476 (meters)    1317.18  (feet)  COMP
 LG1310  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 LG1310
 LG1310  HORZ ORDER  -  THIRD
 LG1310  VERT ORDER  -  FIRST     CLASS II
 LG1310
 LG1310.The horizontal coordinates were established by classical geodetic methods
 LG1310.and adjusted by the National Geodetic Survey in August 1997..
 LG1310
 LG1310.The orthometric height was determined by differential leveling
 LG1310.and adjusted by the National Geodetic Survey in May 1993..
 LG1310
 LG1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1310
 LG1310.The geoid height was determined by GEOID03.
 LG1310
 LG1310.The dynamic height is computed by dividing the NAVD 88
 LG1310.geopotential number by the normal gravity value computed on the
 LG1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1310.degrees latitude (g = 980.6199 gals.).
 LG1310
 LG1310.The modeled gravity was interpolated from observed gravity values.
 LG1310
 LG1310;                    North         East     Units Scale Factor Converg.
 LG1310;SPC NE       -    99,045.914   778,377.245   MT  0.99976221   +2 10 59.2
 LG1310;UTM  14      - 4,505,503.633   693,897.380   MT  1.00006278   +1 29 45.2
 LG1310
 LG1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1310!SPC NE       -   0.99994107  x   0.99976221  =   0.99970329
 LG1310!UTM  14      -   0.99994107  x   1.00006278  =   1.00000385
 LG1310
 LG1310                          SUPERSEDED SURVEY CONTROL
 LG1310
 LG1310  NAD 83(1986)-  40 40 39.49555(N)    096 42 20.59239(W) AD(       ) 3
 LG1310  NGVD 29 (02/17/94)  401.55   (m)         1317.4    (f) LEVELING    3  
 LG1310
 LG1310.Superseded values are not recommended for survey control.
 LG1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1310.See file dsdata.txt to determine how the superseded data were derived.
 LG1310
 LG1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9389705504(NAD 83)
 LG1310_MARKER: DR = REFERENCE MARK DISK
 LG1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1310_SP_SET: CONCRETE POST
 LG1310_STAMPING: JAMAICA 2 1966 NO 6 1982
 LG1310_MARK LOGO: NGS   
 LG1310_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1310+STABILITY: SURFACE MOTION
 LG1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1310+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG1310
 LG1310  HISTORY     - Date     Condition        Report By
 LG1310  HISTORY     - 1982     MONUMENTED       NGS
 LG1310  HISTORY     - 19911022 GOOD             NGS
 LG1310
 LG1310                          STATION DESCRIPTION
 LG1310
 LG1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1310'11.4 KM (7.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH
 LG1310'STREET) FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, 1.0 KM (0.60
 LG1310'MI) NORTH OF THE INTERSECTION OF STRUCK ROAD, 28.8 M (94.5 FT)
 LG1310'EAST-SOUTHEAST OF A UTILITY POLE WITH A TRANSFORMER AND A GUY CABLE,
 LG1310'26.5 M (86.9 FT) EAST-NORTHEAST OF REFERENCE MARK 5, 20.5 M (67.3 FT)
 LG1310'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 13.2 M
 LG1310'(43.3 FT) NORTH OF TRIANGULATION STATION JAMAICA 2, 8.0 M (26.2 FT)
 LG1310'EAST OF THE EXTENDED CENTER OF LIDOLPH LANE, 0.6 M (2.0 FT) ABOVE THE
 LG1310'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A RIGHT-0F-WAY MARKER,
 LG1310'AND THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
 LG1310'THE MARK IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTH FROM LINCOLN, 4.8 KM
 LG1310'(3.0 MI) NORTHWEST FROM ROCA, 2.41 KM (1.50 MI) NORTH FROM THE
 LG1310'JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 33 AND ON THE WEST
 LG1310'RIGHT-OF-WAY OF U.S. HIGHWAY 77.
 LG1310'TO REACH FROM THE JUNCTION OF THE HIGHWAYS, ABOUT 3.2 KM (2.0 MI) WEST
 LG1310'FROM ROCA, GO NORTH ON HIGHWAY 77 FOR 2.41 KM (1.50 MI) TO A
 LG1310'CROSSOVER IN THE MEDIAN.  TURN LEFT, CROSSING THE SOUTHBOUND LANES,
 LG1310'TO LIDOLPH DRIVE.  TURN RIGHT AND GO NORTH ON LIDOLPH DRIVE FOR 0.24
 LG1310'KM (0.15 MI) TO THE MARK ON THE RIGHT.
 LG1310'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH
 LG1310'WITH THE GROUND.  IT IS 44.3 M (145.3 FT) WEST FROM THE CENTERLINE OF
 LG1310'THE SOUTHBOUND LANES OF THE HIGHWAY AND 0.4 M (1.3 FT) SOUTH FROM A
 LG1310'CONCRETE RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0555 ***********************************************************************
 MN0555  DESIGNATION -  JAMES
 MN0555  PID         -  MN0555
 MN0555  STATE/COUNTY-  NE/CHEYENNE
 MN0555  USGS QUAD   -  POINT OF ROCKS (1972)
 MN0555
 MN0555                         *CURRENT SURVEY CONTROL
 MN0555  ___________________________________________________________________
 MN0555* NAD 83(1995)-  41 12 21.85128(N)    103 10 49.45650(W)     ADJUSTED  
 MN0555* NAVD 88     -      1304.3    (meters)    4279.     (feet)  VERTCON   
 MN0555  ___________________________________________________________________
 MN0555  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 MN0555  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 MN0555
 MN0555  HORZ ORDER  -  THIRD
 MN0555
 MN0555.The horizontal coordinates were established by classical geodetic methods
 MN0555.and adjusted by the National Geodetic Survey in August 1997..
 MN0555
 MN0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0555
 MN0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0555
 MN0555.The geoid height was determined by GEOID03.
 MN0555
 MN0555;                    North         East     Units Scale Factor Converg.
 MN0555;SPC NE       -   157,313.004   233,398.777   MT  0.99967221   -2 06 27.5
 MN0555;UTM  13      - 4,563,229.292   652,556.588   MT  0.99988644   +1 11 56.1
 MN0555
 MN0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0555!SPC NE       -   0.99979852  x   0.99967221  =   0.99947079
 MN0555!UTM  13      -   0.99979852  x   0.99988644  =   0.99968498
 MN0555
 MN0555|---------------------------------------------------------------------|
 MN0555| PID    Reference Object                     Distance      Geod. Az  |
 MN0555|                                                           dddmmss.s |
 MN0555| CP8319 JAMES RM 1                           21.648 METERS 09908     |
 MN0555| CP8318 JAMES AZ MK                                        1075427.2 |
 MN0555| CP8320 JAMES RM 2                           45.089 METERS 28302     |
 MN0555|---------------------------------------------------------------------|
 MN0555
 MN0555                          SUPERSEDED SURVEY CONTROL
 MN0555
 MN0555  NAD 83(1995)-  41 12 21.84984(N)    103 10 49.45655(W) AD(       ) 3
 MN0555  NAD 83(1986)-  41 12 21.84367(N)    103 10 49.45701(W) AD(       ) 3
 MN0555  NAD 27      -  41 12 21.90770(N)    103 10 47.71370(W) AD(       ) 3
 MN0555  NGVD 29 (07/19/86) 1303.7    (m)         4277.     (f) VERT ANG       
 MN0555
 MN0555.Superseded values are not recommended for survey control.
 MN0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0555.See file dsdata.txt to determine how the superseded data were derived.
 MN0555
 MN0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5255763229(NAD 83)
 MN0555_MARKER: DS = TRIANGULATION STATION DISK
 MN0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0555_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0555_STAMPING: JAMES 1963
 MN0555_MARK LOGO: CGS   
 MN0555_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0555+STABILITY: SURFACE MOTION
 MN0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0555+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1996
 MN0555
 MN0555  HISTORY     - Date     Condition        Report By
 MN0555  HISTORY     - 1963     MONUMENTED       CGS
 MN0555  HISTORY     - 1985     GOOD             DMA
 MN0555  HISTORY     - 19961106 GOOD             NEDR
 MN0555
 MN0555                          STATION DESCRIPTION
 MN0555
 MN0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0555'THE STATION IS LOCATED ON RAILROAD RIGHT-OF-WAY PROPERTY 12
 MN0555'MILES WEST-NORTHWEST OF SIDNEY, 7-1/2 MILES EAST OF POTTER
 MN0555'AND 3-1/2 MILES WEST-SOUTHWEST OF ORDVILLE.
 MN0555'
 MN0555'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, DRIVE WEST
 MN0555'ON ILLINOIS AVE AND U.S. HIGHWAY 30 FOR 8.25 MILES TO THE
 MN0555'JUNCTION OF STATE SPUR 230.  CONTINUE WEST ON U.S. HIGHWAY 30
 MN0555'FOR 3.05 MILES TO THE AZIMUTH MARK ON THE SOUTH SIDE OF THE
 MN0555'HIGHWAY.  CONTINUE WEST ON U.S. HIGHWAY 30 FOR 0.35 MILE TO
 MN0555'THE STATION ON THE NORTH SIDE OF THE HIGHWAY.
 MN0555'
 MN0555'THE STATION MARK IS A STANDARD DISK, STAMPED JAMES 1963, SET
 MN0555'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0555'IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 MN0555'IT IS 102 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30, 20-1/2
 MN0555'FEET SOUTHEAST OF A TELEPHONE POLE, 4.7 FEET WEST-NORTHWEST
 MN0555'OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 0.6 FOOT
 MN0555'NORTH OF THE NORTH RIGHT-OF-WAY FENCE ALONG U.S. HIGHWAY 30.
 MN0555'
 MN0555'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JAMES NO 1 1963,
 MN0555'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0555'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 MN0555'SURFACE.  IT IS 102 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 MN0555'30, 66.4 FEET EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0555'AND 1.0 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE ALONG
 MN0555'U.S. HIGHWAY 30.
 MN0555'
 MN0555'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JAMES NO 2 1963,
 MN0555'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0555'12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 MN0555'SURFACE.  IT IS 111 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30,
 MN0555'151.7 FEET WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0555'AND 1.0 FOOT SOUTH OF A TELEPHONE POLE.
 MN0555'
 MN0555'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JAMES 1963, SET
 MN0555'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0555'IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.
 MN0555'IT IS 86 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 30, 2.0 FEET
 MN0555'NORTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A METAL WITNESS POST
 MN0555'WITH A SIGN ATTACHED AND 0.6 FOOT NORTH OF THE SOUTH
 MN0555'RIGHT-OF-WAY FENCE ALONG U.S. HIGHWAY 30.
 MN0555
 MN0555                          STATION RECOVERY (1985)
 MN0555
 MN0555'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (CW)
 MN0555'JAMES 1963 FOUND GOOD.
 MN0555'JAMES AZIMUTH MARK NOT SEARCHED FOR.
 MN0555'JAMES NO 1 NOT SEARCHED FOR.
 MN0555'JAMES NO 2 NOT SEARCHED FOR.
 MN0555
 MN0555                          STATION RECOVERY (1996)
 MN0555
 MN0555'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 MN0555'THE SURFACE STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK
 MN0555'WERE FOUND IN GOOD CONDITION, ABOUT 7.25 MI (11.67 KM) EAST OF POTTER
 MN0555'AND BETWEEN U.S.  HIGHWAY 30 AND THE UNION PACIFIC RAILROAD TRACKS, ON
 MN0555'RIGHT-OF-WAY AND IN THE NW 1/4, SEC09, T14N, R52W.  TO REACH THE
 MN0555'STATION MARK FROM THE JUNCTION OF U.S.  HIGHWAY 30, WITH STATE ROAD
 MN0555'17B SPUR, AT POTTER, GO EAST ON HIGHWAY 30 FOR 7.2 MI (11.6 KM) TO THE
 MN0555'MARK ON THE LEFT, 31.190 M (102.329 FT) NORTH OF THE CENTERLINE OF THE
 MN0555'HIGHWAY, 24.480 M (80.315 FT) SOUTH OF THE SOUTH RAIL OF THE SOUTH SET
 MN0555'OF TRACKS, 4.670 M (15.321 FT) SOUTHWEST OF A FIBER OPTIC CABLE MARKER
 MN0555'POST AND 0.90 M (2.95 FT) SOUTH OF A WITNESS POST.  THE AZIMUTH MARK
 MN0555'IS 0.35 MI (0.56 KM) EAST OF THE STATION, 26.27 M (86.19 FT) SOUTH OF
 MN0555'THE CENTERLINE OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A FENCE AND
 MN0555'0.45 M (1.48 FT) WEST OF A WITNESS POST.  REBAR WAS DRIVEN ALONGSIDE
 MN0555'BOTH THE STATION AZIMUTH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0623 ***********************************************************************
 NP0623  DESIGNATION -  JAMESON
 NP0623  PID         -  NP0623
 NP0623  STATE/COUNTY-  NE/SHERIDAN
 NP0623  USGS QUAD   -  GAUNT LAKE (1989)
 NP0623
 NP0623                         *CURRENT SURVEY CONTROL
 NP0623  ___________________________________________________________________
 NP0623* NAD 83(1995)-  42 05 10.64064(N)    102 14 06.61072(W)     ADJUSTED  
 NP0623* NAVD 88     -      1266.     (meters)    4154.     (feet)  SCALED    
 NP0623  ___________________________________________________________________
 NP0623  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 NP0623  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 NP0623
 NP0623  HORZ ORDER  -  FIRST
 NP0623
 NP0623.The horizontal coordinates were established by classical geodetic methods
 NP0623.and adjusted by the National Geodetic Survey in August 1997..
 NP0623
 NP0623.The orthometric height was scaled from a topographic map.
 NP0623
 NP0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0623
 NP0623.The geoid height was determined by GEOID03.
 NP0623
 NP0623;                    North         East     Units Scale Factor Converg.
 NP0623;SPC NE       -   252,529.315   315,139.143   MT  0.99970985   -1 28 52.5
 NP0623;UTM  13      - 4,663,056.445   728,676.227   MT  1.00024349   +1 51 14.1
 NP0623
 NP0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0623!SPC NE       -   0.99980452  x   0.99970985  =   0.99951443
 NP0623!UTM  13      -   0.99980452  x   1.00024349  =   1.00004796
 NP0623
 NP0623|---------------------------------------------------------------------|
 NP0623| PID    Reference Object                     Distance      Geod. Az  |
 NP0623|                                                           dddmmss.s |
 NP0623| CQ4075 JAMESON RM 1                         13.332 METERS 01544     |
 NP0623| CQ4074 JAMESON AZ MK                                      1540051.7 |
 NP0623| CQ4076 JAMESON RM 2                         15.763 METERS 30224     |
 NP0623|---------------------------------------------------------------------|
 NP0623
 NP0623                          SUPERSEDED SURVEY CONTROL
 NP0623
 NP0623  NAD 83(1986)-  42 05 10.63788(N)    102 14 06.61230(W) AD(       ) 1
 NP0623  NAD 27      -  42 05 10.71200(N)    102 14 04.92900(W) AD(       ) 1
 NP0623
 NP0623.Superseded values are not recommended for survey control.
 NP0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0623.See file dsdata.txt to determine how the superseded data were derived.
 NP0623
 NP0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2867663056(NAD 83)
 NP0623_MARKER: DS = TRIANGULATION STATION DISK
 NP0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0623
 NP0623  HISTORY     - Date     Condition        Report By
 NP0623  HISTORY     - 1946     MONUMENTED       CGS
 NP0623
 NP0623                          STATION DESCRIPTION
 NP0623
 NP0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0623'LOCATED ABOUT 4 MILES NORTHEAST OF ELLSWORTH ON THE HIGHEST POINT
 NP0623'OF A SAND DUNE.  STAMPED JAMESON 1946 AND PROJECTS 6 INCHES.
 NP0623'
 NP0623'REFERENCE MARK NO. 1 IS STAMPED JAMESON NO 1 1946 AND PROJECTS
 NP0623'8 INCHES.  IT IS AT THE SAME ELEVATION AS THE STATION.
 NP0623'
 NP0623'REFERENCE MARK NO. 2 IS STAMPED JAMESON NO 2 1946 AND PROJECTS
 NP0623'8 INCHES.  IT IS AT THE SAME ELEVATION AS THE STATION.
 NP0623'
 NP0623'THE AZIMUTH MARK IS 48 PACES SOUTHWEST OF A TRACK ROAD ON THE
 NP0623'HIGHEST POINT OF A LOW SAND DUNE.  IT IS STAMPED JAMESON 1946
 NP0623'AND PROJECTS 8 INCHES.
 NP0623'
 NP0623'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 NP0623'NO. 2 AND A DIRT ROAD AT ELLSWORTH, GO NORTH ON THE DIRT ROAD,
 NP0623'CROSSING RAILROAD TRACKS, FOR 0.1 MILE.  THEN TURN RIGHT, EAST,
 NP0623'AND FOLLOW THE MAIN TRAVELED ROAD (EAST AND NORTH) FOR 1.9
 NP0623'MILES TO A FORK, THEN RIGHT FORK, PASSING THROUGH A CATTLE
 NP0623'GUARD, NORTHEAST FOR 1.3 MILES TO A FORK.  THEN LEFT FORK
 NP0623'FOR 0.4 MILE TO A CATTLE GUARD AND A WIRE GATE ON THE LEFT*.
 NP0623'GO THROUGH THE WIRE GATE, THEN TURN LEFT (WEST) FOR 0.15
 NP0623'MILE.  THEN TURN RIGHT (NORTH) UP A VERY STEEP SLOPE FOR
 NP0623'0.4 MILE TO THE HIGHEST POINT AND THE STATION.
 NP0623'
 NP0623'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH FOR
 NP0623'ABOUT 100 FEET TO A FORK.  THEN LEFT FORK FOR 0.6 MILE (SOUTHEAST).
 NP0623'THEN LEAVE THE TRACK ROAD AND TURN RIGHT FOR ABOUT 150 FEET
 NP0623'TO THE TOP OF THE SAND DUNE AND THE MARK ON THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0734 ***********************************************************************
 NN0734  DESIGNATION -  JAMISON SPIRE
 NN0734  PID         -  NN0734
 NN0734  STATE/COUNTY-  NE/KEYA PAHA
 NN0734  USGS QUAD   -  JAMISON (1964)
 NN0734
 NN0734                         *CURRENT SURVEY CONTROL
 NN0734  ___________________________________________________________________
 NN0734* NAD 83(1995)-  42 59 44.52270(N)    099 18 18.73713(W)     ADJUSTED  
 NN0734* NAVD 88     -                                                        
 NN0734  ___________________________________________________________________
 NN0734  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 NN0734  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 NN0734
 NN0734  HORZ ORDER  -  THIRD
 NN0734
 NN0734.The horizontal coordinates were established by classical geodetic methods
 NN0734.and adjusted by the National Geodetic Survey in August 1997..
 NN0734
 NN0734
 NN0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0734
 NN0734.The geoid height was determined by GEOID03.
 NN0734
 NN0734;                    North         East     Units Scale Factor Converg.
 NN0734;SPC NE       -   351,371.282   556,657.505   MT  0.99999803   +0 27 37.6
 NN0734;SPC SD S     -    74,102.439   683,835.411   MT  0.99996551   +0 42 33.3
 NN0734;SPC SD S     -   243,117.75  2,243,550.01   sFT  0.99996551   +0 42 33.3
 NN0734;UTM  14      - 4,760,382.559   475,121.521   MT  0.99960761   -0 12 29.3
 NN0734
 NN0734                          SUPERSEDED SURVEY CONTROL
 NN0734
 NN0734  NAD 83(1986)-  42 59 44.52993(N)    099 18 18.74432(W) AD(       ) 4
 NN0734  NAD 27      -  42 59 44.52900(N)    099 18 17.36800(W) AD(       ) 3
 NN0734
 NN0734.Superseded values are not recommended for survey control.
 NN0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0734.See file dsdata.txt to determine how the superseded data were derived.
 NN0734
 NN0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7512260383(NAD 83)
 NN0734_MARKER: 89 = SPIRE
 NN0734
 NN0734  HISTORY     - Date     Condition        Report By
 NN0734  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0734
 NN0734                          STATION DESCRIPTION
 NN0734
 NN0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0734'POINT OBSERVED UPON WAS TIP OF SPIRE OR CUPOLA OF BUILDING IN
 NN0734'JAMISON.  TOWN WAS NOT VISITED AND BUILDING IS UNIDENTIFIED.
 NN0734'APPARENTLY THE ONLY BUILDING IN TOWN WITH A SPIRE OR CUPOLA.
 NN0734'
 NN0734'OBSERVED UPON FROM TRIANGULATION STATIONS MILLS, BURKE, CARLOCK,
 NN0734'AND WILKINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1156 ***********************************************************************
 LG1156  DESIGNATION -  JAMMAICA CHURCH SPIRE
 LG1156  PID         -  LG1156
 LG1156  STATE/COUNTY-  NE/LANCASTER
 LG1156  USGS QUAD   -  ROCA (1972)
 LG1156
 LG1156                         *CURRENT SURVEY CONTROL
 LG1156  ___________________________________________________________________
 LG1156* NAD 83(1995)-  40 41 51.52042(N)    096 41 26.52309(W)     ADJUSTED  
 LG1156* NAVD 88     -                                                        
 LG1156  ___________________________________________________________________
 LG1156  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 LG1156  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 LG1156
 LG1156  HORZ ORDER  -  THIRD
 LG1156
 LG1156.The horizontal coordinates were established by classical geodetic methods
 LG1156.and adjusted by the National Geodetic Survey in August 1997..
 LG1156
 LG1156
 LG1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1156
 LG1156.The geoid height was determined by GEOID03.
 LG1156
 LG1156;                    North         East     Units Scale Factor Converg.
 LG1156;SPC NE       -   101,314.189   779,560.785   MT  0.99975727   +2 11 35.0
 LG1156;UTM  14      - 4,507,758.244   695,108.402   MT  1.00006858   +1 30 22.7
 LG1156
 LG1156                          SUPERSEDED SURVEY CONTROL
 LG1156
 LG1156  NAD 83(1986)-  40 41 51.52850(N)    096 41 26.52324(W) AD(       ) 4
 LG1156  NAD 27      -  40 41 51.52000(N)    096 41 25.46000(W) AD(       ) 3
 LG1156
 LG1156.Superseded values are not recommended for survey control.
 LG1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1156.See file dsdata.txt to determine how the superseded data were derived.
 LG1156
 LG1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9510807758(NAD 83)
 LG1156_MARKER: 90 = CHURCH SPIRE
 LG1156
 LG1156  HISTORY     - Date     Condition        Report By
 LG1156  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1156  HISTORY     - 20010818 MARK NOT FOUND   USPSQD
 LG1156
 LG1156                          STATION DESCRIPTION
 LG1156
 LG1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1156'IT IS LOCATED ABOUT 9 MILES SOUTH OF LINCOLN, 0.5 MILE EAST OF
 LG1156'U.S. HIGHWAY NO. 77, 75 FEET NORTH OF THE CENTER OF A GRAVELED
 LG1156'ROAD, 20 FEET EAST OF THE CENTER OF A DRIVEWAY.  IT IS A CONE
 LG1156'SHAPE SPIRE WITH A FINIAL AT ITS APEX.  IT IS ON THE SOUTH
 LG1156'END OF A FRAME CHURCH BUILDING.  THE OVERALL HEIGHT IS
 LG1156'APPROXIMATELY 45 FEET AND THE FINIAL AT THE APEX OF THE SPIRE
 LG1156'WAS THE POINT OBSERVED UPON.
 LG1156
 LG1156                          STATION RECOVERY (2001)
 LG1156
 LG1156'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1156'CHURCH COULD NOT BE LOCATED. JAMAICA COMMUNITY NO LONGER EXISTS.
 LG1156'POSTMASTERS IN AREA COULD NOT IDENTIFY SITE. SENIOR CITIZENS WERE
 LG1156'UNFAMILIAR WITH THE JAMAICA CHURCH. SUSPECTED CHURCH NO LONGER EXISTS.
 LG1156'NO CHURCH SPIRE WAS FOUND IN THE VICINITY OF 9 MILES SOUTH OF LINCOLN
 LG1156'AND 0.5 MILE EAST OF U.S. HWY 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1080 ***********************************************************************
 LG1080  DESIGNATION -  JANSEN EAST BASE
 LG1080  PID         -  LG1080
 LG1080  STATE/COUNTY-  NE/JEFFERSON
 LG1080  USGS QUAD   -  HARBINE (1970)
 LG1080
 LG1080                         *CURRENT SURVEY CONTROL
 LG1080  ___________________________________________________________________
 LG1080* NAD 83(1995)-  40 11 24.44890(N)    096 59 09.64925(W)     ADJUSTED  
 LG1080* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 LG1080  ___________________________________________________________________
 LG1080  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 LG1080  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 LG1080
 LG1080  HORZ ORDER  -  FIRST
 LG1080
 LG1080.The horizontal coordinates were established by classical geodetic methods
 LG1080.and adjusted by the National Geodetic Survey in August 1997..
 LG1080
 LG1080.The orthometric height was scaled from a topographic map.
 LG1080
 LG1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1080
 LG1080.The geoid height was determined by GEOID03.
 LG1080
 LG1080;                    North         East     Units Scale Factor Converg.
 LG1080;SPC NE       -    44,088.978   756,588.038   MT  0.99991947   +1 59 50.5
 LG1080;UTM  14      - 4,450,804.445   671,441.505   MT  0.99996183   +1 17 60.0
 LG1080
 LG1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1080!SPC NE       -   0.99993520  x   0.99991947  =   0.99985468
 LG1080!UTM  14      -   0.99993520  x   0.99996183  =   0.99989703
 LG1080
 LG1080|---------------------------------------------------------------------|
 LG1080| PID    Reference Object                     Distance      Geod. Az  |
 LG1080|                                                           dddmmss.s |
 LG1080| CL7185 JANSEN EAST BASE RM 3                22.098 METERS 08358     |
 LG1080| CL7183 JANSEN EAST BASE RM 1                25.955 METERS 09319     |
 LG1080| LG0818 JANSEN MUNICIPAL TANK               APPROX. 8.3 KM 2655629.2 |
 LG1080| LG1082 JANSEN EAST BASE AZ MK              APPROX. 1.0 KM 2685800.5 |
 LG1080| CL7184 JANSEN EAST BASE RM 2                27.575 METERS 27317     |
 LG1080| LG1092 PLYMOUTH ST PAULS EVAN LUTH CH      APPROX.12.9 KM 3575811.0 |
 LG1080| LG1094 PLYMOUTH MUNICIPAL TANK             APPROX.12.4 KM 3592314.1 |
 LG1080|---------------------------------------------------------------------|
 LG1080
 LG1080                          SUPERSEDED SURVEY CONTROL
 LG1080
 LG1080  NAD 83(1986)-  40 11 24.45569(N)    096 59 09.64749(W) AD(       ) 1
 LG1080  NAD 27      -  40 11 24.44900(N)    096 59 08.54100(W) AD(       ) 1
 LG1080
 LG1080.Superseded values are not recommended for survey control.
 LG1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1080.See file dsdata.txt to determine how the superseded data were derived.
 LG1080
 LG1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7144250804(NAD 83)
 LG1080_MARKER: DS = TRIANGULATION STATION DISK
 LG1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1080
 LG1080  HISTORY     - Date     Condition        Report By
 LG1080  HISTORY     - 1947     MONUMENTED       CGS
 LG1080  HISTORY     - 1969     GOOD             CGS
 LG1080  HISTORY     - 1975     GOOD             NGS
 LG1080
 LG1080                          STATION DESCRIPTION
 LG1080
 LG1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1080'THE STATION IS LOCATED ABOUT 5 MILES EAST OF JANSEN AND ABOUT 0.5
 LG1080'MILE WEST OF HARBINE AT THE JUNCTION OF STATE HIGHWAY 3 AND AN
 LG1080'EAST-WEST GRAVELED ROAD.  IT IS 42 FEET SOUTH OF THE CENTER
 LG1080'OF STATE HIGHWAY 3 AND 26.5 FEET NORTH OF THE CENTER OF THE
 LG1080'EAST-WEST GRAVELED ROAD.  IT IS STAMPED JANSEN EAST BASE 1947 AND
 LG1080'IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 LG1080'
 LG1080'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LG1080'GRAVELED ROAD, 59 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 3
 LG1080'AND 2 FEET WEST OF A POWER LINE POLE.  IT IS STAMPED JANSEN EAST
 LG1080'BASE NO 1 1947 AND PROJECTS 6 INCHES.
 LG1080'
 LG1080'REFERENCE MARK NO. 2 IS 25.5 FEET SOUTH OF THE CENTER OF STATE
 LG1080'HIGHWAY 3 AND 33.5 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LG1080'GRAVELED ROAD.  IT IS STAMPED JANSEN EAST BASE NO 2 1947 AND
 LG1080'IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1080'
 LG1080'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 30 FEET SOUTH OF THE
 LG1080'CENTER OF STATE HIGHWAY 3, 0.05 MILE EAST OF A FARM HOUSE, 1 FOOT
 LG1080'NORTH OF AN EAST-WEST FENCE LINE AND 2 FEET EAST OF A POWER LINE
 LG1080'POLE.  IT IS STAMPED JANSEN EAST BASE 1947 AND PROJECTS 6
 LG1080'INCHES.
 LG1080'
 LG1080'TO REACH THE STATION FROM THE CROSSROAD AT THE NORTH EDGE OF
 LG1080'HARBINE, GO WEST ON STATE HIGHWAY 3 FOR 0.7 MILE TO THE STATION
 LG1080'ON THE LEFT.
 LG1080'
 LG1080'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG1080'HIGHWAY 3 FOR 0.65 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 50 FEET.
 LG1080'
 LG1080'AN 87 FOOT SIGNAL AT ODELL IS VISIBLE AT 50 FEET.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT DILLER IS V.G.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT ROSEMAN IS V.G.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT TRAIL IS V.G.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT TURNER 1935 IS V.G.
 LG1080'
 LG1080'A 74 FOOT SIGNAL JANSEN WEST BASE IS V.G.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT GIBSON 1935 IS VISIBLE AT 20 FEET.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT PLYMOUTH IS V.G.
 LG1080'
 LG1080'A 74 FOOT SIGNAL AT ELLIS IS VISIBLE AT 40 FEET.
 LG1080'
 LG1080'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1080
 LG1080                          STATION RECOVERY (1969)
 LG1080
 LG1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1080'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG1080'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARK
 LG1080'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 LG1080'FOR RECOVERY.
 LG1080'
 LG1080'THE STATION MARK IS 22.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LG1080'CONCRETE CULVERT AND 1 FOOT EAST OF A METAL WITNESS POST.
 LG1080'
 LG1080'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 LG1080'
 LG1080'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2 MILE
 LG1080'WEST OF HARBINE.
 LG1080
 LG1080                          STATION RECOVERY (1975)
 LG1080
 LG1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG1080'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LG1080'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 CONCRETE
 LG1080'MONUMENT WAS FOUND LYING ON TOP THE GROUND AT EDGE OF A GRAVELED
 LG1080'ROAD.  THE ANGLE BETWEEN THE AZIMUTH MARK AND REFERENCE MARK 2
 LG1080'MISSED THE PREVIOUS ANGLE ABOUT 3 MINUTES, BUT THE DISTANCE TO
 LG1080'REFERENCE MARK 2 CHECKED THE PREVIOUS DISTANCE GOOD.  REFERENCE
 LG1080'MARK 3 WAS ESTABLISHED THIS DATE AND AN ELECTRONIC MEASUREMENT
 LG1080'WAS MADE TO THE AZIMUTH MARK.
 LG1080'
 LG1080'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG1080'
 LG1080'THE STATION IS LOCATED ABOUT 5 MILES EAST OF JANSEN AND ABOUT 0.5
 LG1080'MILE WEST OF HARBINE, AT THE JUNCTION OF U.S. HIGHWAY 136 AND AN
 LG1080'EAST-WEST GRAVELED ROAD.
 LG1080'
 LG1080'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED JANSEN EAST
 LG1080'BASE 1947, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 LG1080'IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 42 FEET SOUTH OF THE
 LG1080'CENTER OF HIGHWAY 136, 26.5 FEET NORTH OF THE CENTER OF THE
 LG1080'GRAVELED ROAD, 25 FEET NORTHWEST OF THE CENTER OF NORTH END
 LG1080'CONCRETE CULVERT UNDER THE GRAVELED ROAD AND 1.5 FEET EAST OF A
 LG1080'METAL WITNESS POST.  THE SUB-SURFACE MARK WAS NOT INSPECTED THIS
 LG1080'DATE.
 LG1080'
 LG1080'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JANSEN EAST BASE NO 2
 LG1080'1947, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 LG1080'2 INCHES BELOW THE GROUND SURFACE.  IT IS 59 FEET NORTH OF A
 LG1080'TELEPHONE POLE, 32 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD
 LG1080'AND 25.5 FEET SOUTH OF THE CENTER OF HIGHWAY 136.
 LG1080'
 LG1080'REFERENCE MARK 3 IS A STANDARD DISK STAMPED JANSEN EAST BASE 1947
 LG1080'NO 3 1975, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 LG1080'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 54 FEET
 LG1080'EAST-NORTHEAST OF THE CENTER OF CONCRETE CULVERT UNDER THE
 LG1080'GRAVELED ROAD, 48.5 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 LG1080'TRACK, 45 FEET SOUTH OF THE CENTER OF HIGHWAY 136 AND 30 FEET
 LG1080'NORTH OF THE CENTER OF THE GRAVELED ROAD.
 LG1080'
 LG1080'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JANSEN EAST BASE 1947,
 LG1080'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 LG1080'INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET EASTSOUTHEAST OF A
 LG1080'POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS POST AND 1 FOOT NORTH
 LG1080'OF OLD FENCELINE.
 LG1080'
 LG1080'TO REACH THE AZIMUTH MARK MARK FROM THE STATION, GO WEST ON HIGHWAY
 LG1080'136 FOR 0.65 MILE TO THE MARK ON THE LEFT.
 LG1080'
 LG1080'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE WEST OF
 LG1080'HARBINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1082 ***********************************************************************
 LG1082  DESIGNATION -  JANSEN EAST BASE AZ MK
 LG1082  PID         -  LG1082
 LG1082  STATE/COUNTY-  NE/JEFFERSON
 LG1082  USGS QUAD   -  HARBINE (1970)
 LG1082
 LG1082                         *CURRENT SURVEY CONTROL
 LG1082  ___________________________________________________________________
 LG1082* NAD 83(1995)-  40 11 23.84038(N)    096 59 53.47929(W)     ADJUSTED  
 LG1082* NAVD 88     -       444.     (meters)    1457.     (feet)  SCALED    
 LG1082  ___________________________________________________________________
 LG1082  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 LG1082  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 LG1082
 LG1082  HORZ ORDER  -  THIRD
 LG1082
 LG1082.The horizontal coordinates were established by classical geodetic methods
 LG1082.and adjusted by the National Geodetic Survey in August 1997..
 LG1082.No horizontal observational check was made to the station.
 LG1082
 LG1082.The orthometric height was scaled from a topographic map.
 LG1082
 LG1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1082
 LG1082.The geoid height was determined by GEOID03.
 LG1082
 LG1082;                    North         East     Units Scale Factor Converg.
 LG1082;SPC NE       -    44,034.162   755,552.618   MT  0.99991954   +1 59 21.4
 LG1082;UTM  14      - 4,450,762.231   670,405.453   MT  0.99995747   +1 17 31.7
 LG1082
 LG1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1082!SPC NE       -   0.99993457  x   0.99991954  =   0.99985412
 LG1082!UTM  14      -   0.99993457  x   0.99995747  =   0.99989205
 LG1082
 LG1082                          SUPERSEDED SURVEY CONTROL
 LG1082
 LG1082  NAD 83(1986)-  40 11 23.84714(N)    096 59 53.47753(W) AD(       ) 3
 LG1082  NAD 27      -  40 11 23.84041(N)    096 59 52.36971(W) AD(       ) 3
 LG1082
 LG1082.Superseded values are not recommended for survey control.
 LG1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1082.See file dsdata.txt to determine how the superseded data were derived.
 LG1082
 LG1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7040550762(NAD 83)
 LG1082
 LG1082  HISTORY     - Date     Condition        Report By
 LG1082  HISTORY     - 1947     MONUMENTED       CGS
 LG1082  HISTORY     - 1975     GOOD             NGS
 LG1082
 LG1082                          STATION DESCRIPTION
 LG1082
 LG1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG1082'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JANSEN EAST BASE 1947,
 LG1082'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG1082'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET EASTSOUTHEAST OF A
 LG1082'POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS POST AND 1 FOOT NORTH
 LG1082'OF OLD FENCELINE.
 LG1082'
 LG1082'TO REACH THE AZIMUTH MARK MARK FROM THE STATION, GO WEST ON HIGHWAY
 LG1082'136 FOR 0.65 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0818 ***********************************************************************
 LG0818  DESIGNATION -  JANSEN MUNICIPAL TANK
 LG0818  PID         -  LG0818
 LG0818  STATE/COUNTY-  NE/JEFFERSON
 LG0818  USGS QUAD   -  JANSEN (1980)
 LG0818
 LG0818                         *CURRENT SURVEY CONTROL
 LG0818  ___________________________________________________________________
 LG0818* NAD 83(1995)-  40 11 05.28539(N)    097 04 59.10145(W)     ADJUSTED  
 LG0818* NAVD 88     -                                                        
 LG0818  ___________________________________________________________________
 LG0818  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 LG0818  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 LG0818
 LG0818  HORZ ORDER  -  THIRD
 LG0818
 LG0818.The horizontal coordinates were established by classical geodetic methods
 LG0818.and adjusted by the National Geodetic Survey in August 1997..
 LG0818
 LG0818
 LG0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0818
 LG0818.The geoid height was determined by GEOID03.
 LG0818
 LG0818;                    North         East     Units Scale Factor Converg.
 LG0818;SPC NE       -    43,214.839   748,347.350   MT  0.99992158   +1 55 58.9
 LG0818;UTM  14      - 4,450,030.542   663,190.599   MT  0.99992784   +1 14 13.8
 LG0818
 LG0818                          SUPERSEDED SURVEY CONTROL
 LG0818
 LG0818  NAD 83(1986)-  40 11 05.29197(N)    097 04 59.10004(W) AD(       ) 4
 LG0818  NAD 27      -  40 11 05.29100(N)    097 04 57.97900(W) AD(       ) 3
 LG0818
 LG0818.Superseded values are not recommended for survey control.
 LG0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0818.See file dsdata.txt to determine how the superseded data were derived.
 LG0818
 LG0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6319150031(NAD 83)
 LG0818_MARKER: 53 = ELEVATED TANK
 LG0818
 LG0818  HISTORY     - Date     Condition        Report By
 LG0818  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0818  HISTORY     - 1947     GOOD             CGS
 LG0818  HISTORY     - 20040806 GOOD             USPSQD
 LG0818
 LG0818                          STATION DESCRIPTION
 LG0818
 LG0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0818'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK, IN THE
 LG0818'SOUTHERN PART OF THE TOWN OF JANSEN.
 LG0818'
 LG0818'OBSERVED UPON FROM STATIONS TURNER, FAIR, GLAD, HOFF, GIBSON,
 LG0818'HELVEY LA PLACE AZIMUTH, NUTTER, AND FAIRBURY.
 LG0818
 LG0818                          STATION RECOVERY (1947)
 LG0818
 LG0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0818'THE TANK IS LOCATED ABOUT IN THE CENTER OF TOWN, 100 FEET
 LG0818'EAST OF THE MAIN STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE
 LG0818'SUPPORTING A TANK ON TOP.  THE TANK IS SILVER AND THE LEGS ARE
 LG0818'BLACK.  THE LETTERS JANSEN ARE PAINTED IN BLACK ON THE EAST
 LG0818'AND WEST SIDES OF THE TANK.  IT IS ABOUT 100 FEET HIGH.  THE
 LG0818'POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG0818'
 LG0818'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LG0818
 LG0818                          STATION RECOVERY (2004)
 LG0818
 LG0818'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0818'STATION FOUND GOOD. TANK IS WEST OF KANSAS STREET, SOUTH OF ELM
 LG0818'STREET, NORTH OF MAPLE STREET, AND EAST OF BROAD STREET IN THE MIDDLE
 LG0818'OF THE WESTERN HALF OF THE BLOCK, DIRECTLY ACROSS BROAD STREET FROM
 LG0818'THE POST OFFICE IN JANSEN. TANK IS NOW ALL SILVER INCLUDING THE LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0819 ***********************************************************************
 LG0819  DESIGNATION -  JANSEN WEST BASE
 LG0819  PID         -  LG0819
 LG0819  STATE/COUNTY-  NE/JEFFERSON
 LG0819  USGS QUAD   -  JANSEN (1980)
 LG0819
 LG0819                         *CURRENT SURVEY CONTROL
 LG0819  ___________________________________________________________________
 LG0819* NAD 83(1995)-  40 11 23.78369(N)    097 06 00.16362(W)     ADJUSTED  
 LG0819* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 LG0819  ___________________________________________________________________
 LG0819  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 LG0819  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 LG0819
 LG0819  HORZ ORDER  -  FIRST
 LG0819
 LG0819.The horizontal coordinates were established by classical geodetic methods
 LG0819.and adjusted by the National Geodetic Survey in August 1997..
 LG0819
 LG0819.The orthometric height was scaled from a topographic map.
 LG0819
 LG0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0819
 LG0819.The geoid height was determined by GEOID03.
 LG0819
 LG0819;                    North         East     Units Scale Factor Converg.
 LG0819;SPC NE       -    43,736.454   746,884.634   MT  0.99991954   +1 55 18.4
 LG0819;UTM  14      - 4,450,569.879   661,734.318   MT  0.99992201   +1 13 34.9
 LG0819
 LG0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0819!SPC NE       -   0.99993394  x   0.99991954  =   0.99985349
 LG0819!UTM  14      -   0.99993394  x   0.99992201  =   0.99985595
 LG0819
 LG0819|---------------------------------------------------------------------|
 LG0819| PID    Reference Object                     Distance      Geod. Az  |
 LG0819|                                                           dddmmss.s |
 LG0819| CN8872 JANSEN WEST BASE RM 3                23.951 METERS 00809     |
 LG0819| CN8870 JANSEN WEST BASE RM 1                22.775 METERS 01316     |
 LG0819| LG1092 PLYMOUTH ST PAULS EVAN LUTH CH      APPROX.15.9 KM 0353406.8 |
 LG0819| LG1094 PLYMOUTH MUNICIPAL TANK             APPROX.15.7 KM 0373227.8 |
 LG0819| LG1081 ZION LUTHERAN CHURCH SPIRE          APPROX.14.9 KM 0705928.6 |
 LG0819| CN8871 JANSEN WEST BASE RM 2                24.402 METERS 10447     |
 LG0819| LG0818 JANSEN MUNICIPAL TANK               APPROX. 1.6 KM 1113254.7 |
 LG0819| CN8869 JANSEN WEST BASE AZ MK                             1240231.1 |
 LG0819| LG0824 FAIRBURY COURTHOUSE DOME            APPROX. 9.1 KM 2284419.3 |
 LG0819|---------------------------------------------------------------------|
 LG0819
 LG0819                          SUPERSEDED SURVEY CONTROL
 LG0819
 LG0819  NAD 83(1986)-  40 11 23.79047(N)    097 06 00.16239(W) AD(       ) 1
 LG0819  NAD 27      -  40 11 23.78400(N)    097 05 59.04300(W) AD(       ) 1
 LG0819
 LG0819.Superseded values are not recommended for survey control.
 LG0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0819.See file dsdata.txt to determine how the superseded data were derived.
 LG0819
 LG0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6173450570(NAD 83)
 LG0819_MARKER: DS = TRIANGULATION STATION DISK
 LG0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0819
 LG0819  HISTORY     - Date     Condition        Report By
 LG0819  HISTORY     - 1947     MONUMENTED       CGS
 LG0819  HISTORY     - 1953     GOOD             CGS
 LG0819  HISTORY     - 1970     GOOD             NGS
 LG0819
 LG0819                          STATION DESCRIPTION
 LG0819
 LG0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0819'THE STATION IS LOCATED ABOUT 1.0 MILE WEST-NORTHWEST OF JANSEN
 LG0819'ON LAND OWNED BY MR. FRED LUCKS OF BEATRICE AND OCCUPIED BY
 LG0819'MR. ALEX BROTT.  IT IS ABOUT 125 FEET NORTHEAST OF THE NORTHEAST
 LG0819'CORNER OF THE FARM HOUSE, 34 FEET EAST OF THE CENTER OF THE
 LG0819'DRIVEWAY, 25 FEET SOUTHEAST OF THE EAST END OF GATE INTO FARM
 LG0819'YARD AND 16 FEET SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 LG0819'JANSEN WEST BASE 1947 AND SET FLUSH WITH THE GROUND.
 LG0819'
 LG0819'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 30 FEET
 LG0819'NORTH OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD AND 1 FOOT
 LG0819'SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED JANSEN WEST BASE NO
 LG0819'1 1947 AND PROJECTS 2 INCHES.
 LG0819'
 LG0819'REFERENCE MARK NO 2 IS EAST-SOUTHEAST OF THE STATION, 35 FEET
 LG0819'SOUTH OF EAST-WEST FENCE LINE AND 1 FOOT WEST OF NORTH-SOUTH FENCE
 LG0819'LINE.  IT IS STAMPED JANSEN WEST BASE NO 2 1947 AND PROJECTS 2
 LG0819'INCHES.
 LG0819'
 LG0819'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTHEAST OF THE STATION, 250
 LG0819'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE JANSEN HIGH SCHOOL,
 LG0819'90 FEET NORTH OF THE CENTER OF STATE ROUTE NO 3, 25 FEET EAST OF
 LG0819'THE CENTER OF NORTH-SOUTH ROAD AND 1 FOOT SOUTH OF TELEPHONE POLE.
 LG0819'IT IS STAMPED JANSEN WEST BASE 1947 AND PROJECTS 4 INCHES.  TO
 LG0819'REACH THE MARK FROM THE RAILROAD STATION IN JANSEN, GO WEST ON
 LG0819'STATE ROUTE NO 3 FOR 0.15 MILE TO CROSS ROADS ON WEST EDGE OF
 LG0819'TOWN AND JUST SOUTH OF THE JANSEN HIGH SCHOOL, TURN RIGHT AND
 LG0819'GO NORTH FOR ABOUT 100 FEET AND MARK ON THE RIGHT AS DESCRIBED.
 LG0819'
 LG0819'TO REACH THE STATION FROM THE RAILROAD STATION IN JANSEN, GO NORTH
 LG0819'ON MAIN STREET FOR 0.45 MILE TO T-INTERSECTION, TURN LEFT AND GO
 LG0819'WEST FOR 0.9 MILE TO FARM HOUSE AND STATION ON THE LEFT AS
 LG0819'DESCRIBED.
 LG0819'
 LG0819'A 74 FOOT SIGNAL AT STATION GIBSON 1935 IS V.G.
 LG0819'
 LG0819'A 74 FOOT SIGNAL AT STATION JANSEN EAST BASE IS VISIBLE AT 37
 LG0819'FEET.
 LG0819'
 LG0819'A 74 FOOT SIGNAL AT STATION DILLER IS VISIBLE AT 37 FEET.
 LG0819'
 LG0819'A 74 FOOT SIGNAL AT STATION TRAIL IS VISIBLE AT 37 FEET.
 LG0819'
 LG0819'A 74 FOOT SIGNAL AT STATION TURNER 1935 IS VISIBLE AT 37 FEET.
 LG0819'
 LG0819'A 4 FOOT SIGNAL AT STATION FAIR IS VISIBLE AT 50 FEET.
 LG0819'
 LG0819'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0819
 LG0819                          STATION RECOVERY (1953)
 LG0819
 LG0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LG0819'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0819'GOOD CONDITION, EXCEPT R.M. NO. 1 WHICH STOOD EXPOSED ON THE
 LG0819'BACK SLOPE OF DITCH OF NEWLY CONSTRUCTED ROAD.  IT WAS REMOVED
 LG0819'AND R.M. NO. 3 WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG0819'
 LG0819'STATION IS LOCATED ABOUT 1 MILE WEST-NORTHWEST OF THE SMALL TOWN
 LG0819'OF JANSEN IN THE NW 1/4 OF SEC. 33, T. 3 N., R. 3 E. ON LAND
 LG0819'OWNED BY MR. FRED LUCKS OF BEATRICE, NEBR. AND OCCUPIED BY MR.
 LG0819'CARL J. BOHLMEYER, 125 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LG0819'FARMHOUSE, 48 FEET EAST-SOUTHEAST OF POWER POLE, 46 FEET SOUTH OF
 LG0819'THE CENTER OF GRADED ROAD, 34 FEET EAST OF THE CENTER OF FARM
 LG0819'DRIVEWAY, AND 14 FEET SOUTH OF THE SOUTH EDGE OF DITCH.  THE
 LG0819'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LG0819'STAMPED JANSEN WEST BASE 1947.
 LG0819'
 LG0819'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF POWER POLE AND 1 FOOT
 LG0819'WEST OF FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LG0819'STAMPED JANSEN WEST BASE NO 2 1947.
 LG0819'
 LG0819'REFERENCE MARK NO. 3 IS 32 FEET NORTH OF CENTER OF GRADED ROAD AND
 LG0819'2 FEET EAST OF TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND
 LG0819'THE DISK IS STAMPED JANSEN WEST BASE NO 3 1947.
 LG0819'
 LG0819'AZIMUTH MARK IS ABOUT 1 MILE EAST-SOUTHEAST OF THE STATION,
 LG0819'250 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF JANSEN HIGH SCHOOL,
 LG0819'90 FEET NORTH OF THE CENTER OF STATE HIGHWAY 3, AND 1 FOOT OF
 LG0819'TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LG0819'STAMPED JANSEN WEST BASE 1947.
 LG0819'
 LG0819'TO REACH THE STATION FROM THE RAILROAD STATION IN JANSEN, GO
 LG0819'NORTH ON THE MAIN STREET FOR 0.45 MILE.  TURN LEFT AND GO WEST
 LG0819'FOR 0.9 MILE TO FARM HOUSE AND THE STATION ON THE LEFT AS
 LG0819'DESCRIBED.
 LG0819'
 LG0819'TO REACH THE AZIMUTH MARK FROM THE RAILROAD STATION IN JANSEN, GO
 LG0819'WEST ON STATE HIGHWAY 3 AND FOR 0.15 MILE.  TURN RIGHT AND GO
 LG0819'NORTH FOR 100 FEET TO THE AZIMUTH MARK ON THE RIGHT.
 LG0819
 LG0819                          STATION RECOVERY (1970)
 LG0819
 LG0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0819'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3, AND THE
 LG0819'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG0819'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 LG0819'FOR RECOVERY.
 LG0819'
 LG0819'A METAL WITNESS POST WAS SET 12 FEET NORTH OF THE STATION MARK.
 LG0819'
 LG0819'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.  A
 LG0819'TARGET IS NEEDED AT THE AZIMUTH MARK TO BE VISIBLE AT THE STATION
 LG0819'SITE.
 LG0819'
 LG0819'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE WNW OF
 LG0819'JANSEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1846 ***********************************************************************
 MK1846  DESIGNATION -  JANSSEN
 MK1846  PID         -  MK1846
 MK1846  STATE/COUNTY-  NE/PLATTE
 MK1846  USGS QUAD   -  HUMPHREY SE (1966)
 MK1846
 MK1846                         *CURRENT SURVEY CONTROL
 MK1846  ___________________________________________________________________
 MK1846* NAD 83(1995)-  41 35 01.24293(N)    097 20 04.02304(W)     ADJUSTED  
 MK1846* NAVD 88     -       508.     (meters)    1667.     (feet)  SCALED    
 MK1846  ___________________________________________________________________
 MK1846  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 MK1846  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 MK1846
 MK1846  HORZ ORDER  -  FIRST
 MK1846
 MK1846.The horizontal coordinates were established by classical geodetic methods
 MK1846.and adjusted by the National Geodetic Survey in August 1997..
 MK1846
 MK1846.The orthometric height was scaled from a topographic map.
 MK1846
 MK1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1846
 MK1846.The geoid height was determined by GEOID03.
 MK1846
 MK1846;                    North         East     Units Scale Factor Converg.
 MK1846;SPC NE       -   197,757.594   722,165.529   MT  0.99965951   +1 45 59.2
 MK1846;UTM  14      - 4,604,893.734   638,834.621   MT  0.99983720   +1 06 20.2
 MK1846
 MK1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1846!SPC NE       -   0.99992424  x   0.99965951  =   0.99958378
 MK1846!UTM  14      -   0.99992424  x   0.99983720  =   0.99976145
 MK1846
 MK1846|---------------------------------------------------------------------|
 MK1846| PID    Reference Object                     Distance      Geod. Az  |
 MK1846|                                                           dddmmss.s |
 MK1846| CN8874 JANSSEN RM 1                         29.534 METERS 04408     |
 MK1846| CN8873 JANSSEN AZ MK                                      0885716.2 |
 MK1846| MK1895 COLUMBUS                            APPROX.11.9 KM 1855813.3 |
 MK1846| MK1848 PLATTE CENTER TANK                  APPROX.13.3 KM 2485820.9 |
 MK1846| MK1847 BAPTIST CHURCH SPIRE                APPROX. 7.5 KM 2840821.4 |
 MK1846| CN8875 JANSSEN RM 2                         52.685 METERS 29354     |
 MK1846| MK1849 ST MARYS CATHOLIC CH CROSS          APPROX.12.4 KM 3022127.9 |
 MK1846| MK1851 HUMPHREY ST FRANCIS CATH CH         APPROX.17.4 KM 3130243.3 |
 MK1846| MK1844 CRESTON TANK                        APPROX.13.7 KM 3511542.6 |
 MK1846|---------------------------------------------------------------------|
 MK1846
 MK1846                          SUPERSEDED SURVEY CONTROL
 MK1846
 MK1846  NAD 83(1986)-  41 35 01.25211(N)    097 20 04.02729(W) AD(       ) 1
 MK1846  NAD 27      -  41 35 01.21100(N)    097 20 02.88300(W) AD(       ) 1
 MK1846
 MK1846.Superseded values are not recommended for survey control.
 MK1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1846.See file dsdata.txt to determine how the superseded data were derived.
 MK1846
 MK1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3883504894(NAD 83)
 MK1846_MARKER: DS = TRIANGULATION STATION DISK
 MK1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1846_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1846
 MK1846  HISTORY     - Date     Condition        Report By
 MK1846  HISTORY     - 1935     MONUMENTED       CGS
 MK1846  HISTORY     - 1945     GOOD             CGS
 MK1846
 MK1846                          STATION DESCRIPTION
 MK1846
 MK1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1846'STATION IS LOCATED IN THE NORTHEAST QUARTER SEC. 32, T. 19 N.,
 MK1846'R. 1 E., ABOUT 11 MILES NORTH OF COLUMBUS AND 11 MILES SOUTHEAST
 MK1846'OF HUMPHREY, ON THE HIGHEST POINT ON A LARGE FLAT-TOPPED
 MK1846'RIDGE.
 MK1846'
 MK1846'TO REACH FROM COURTHOUSE IN COLUMBUS, GO NORTH ON TWENTY-SIXTH
 MK1846'AVENUE FOR 0.5 MILE, TURN RIGHT (EAST) ON U.S. HIGHWAY 30 AND
 MK1846'GO 0.5 MILE, TURN LEFT (NORTH), LEAVING U.S. HIGHWAY 30, AND
 MK1846'GO 10.0 MILES TO SCHOOLHOUSE AND WINDMILL ON LEFT, TURN RIGHT
 MK1846'(EAST) AND GO 0.75 MILE TO TOP OF RIDGE AND STATION.  MARK
 MK1846'IS SET IN FENCE LINE, 5.5 FEET EAST OF FENCE CORNER, AND 33
 MK1846'FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.
 MK1846'
 MK1846'REFERENCE MARK NO. 1 IS 96.90 FEET (29.534 METERS) NORTHEAST OF
 MK1846'STATION IN EAST-WEST FENCE LINE, AND 33 FEET NORTH OF CENTERLINE
 MK1846'OF EAST-WEST ROAD.
 MK1846'
 MK1846'REFERENCE MARK NO. 2 IS 172.85 FEET (52.685 METERS) WEST-NORTHWEST
 MK1846'OF STATION IN EAST-WEST FENCE LINE, AND 30 FEET NORTH OF
 MK1846'CENTERLINE OF EAST-WEST ROAD.
 MK1846'
 MK1846'AZIMUTH MARK IS REACHED BY GOING EAST FROM STATION 0.5 MILE.
 MK1846'MARK IS SET IN EAST-WEST FENCE LINE, 1.5 FEET WEST OF
 MK1846'TELEPHONE POLE, AND 36 FEET NORTH OF CENTERLINE OF EAST-WEST
 MK1846'ROAD.
 MK1846'
 MK1846'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 MK1846
 MK1846                          STATION RECOVERY (1945)
 MK1846
 MK1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EH)
 MK1846'PERMISSION WAS GRANTED TO MR. ELMER HOLLMAN TO REMOVE THE
 MK1846'AZIMUTH MARK WHICH HINDERED HIS FARM WORK.
 MK1846'
 MK1846'THE AZIMUTH MARK DISK STAMPED JANSSEN 1935 WAS RECEIVED AT
 MK1846'THIS OFFICE ON MAY 21, 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1086 ***********************************************************************
 ML1086  DESIGNATION -  JARERZ
 ML1086  PID         -  ML1086
 ML1086  STATE/COUNTY-  NE/HOWARD
 ML1086  USGS QUAD   -  ST PAUL (1974)
 ML1086
 ML1086                         *CURRENT SURVEY CONTROL
 ML1086  ___________________________________________________________________
 ML1086* NAD 83(1995)-  41 12 54.27508(N)    098 23 58.79078(W)     ADJUSTED  
 ML1086* NAVD 88     -       589.     (meters)    1932.     (feet)  SCALED    
 ML1086  ___________________________________________________________________
 ML1086  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 ML1086  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 ML1086
 ML1086  HORZ ORDER  -  THIRD
 ML1086
 ML1086.The horizontal coordinates were established by classical geodetic methods
 ML1086.and adjusted by the National Geodetic Survey in August 1997..
 ML1086
 ML1086.The orthometric height was scaled from a topographic map.
 ML1086
 ML1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1086
 ML1086.The geoid height was determined by GEOID03.
 ML1086
 ML1086;                    North         East     Units Scale Factor Converg.
 ML1086;SPC NE       -   154,650.496   634,154.163   MT  0.99967140   +1 03 37.9
 ML1086;UTM  14      - 4,562,806.748   550,324.812   MT  0.99963117   +0 23 44.0
 ML1086
 ML1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1086!SPC NE       -   0.99991146  x   0.99967140  =   0.99958289
 ML1086!UTM  14      -   0.99991146  x   0.99963117  =   0.99954266
 ML1086
 ML1086:                Primary Azimuth Mark                     Grid Az
 ML1086:SPC NE       -  PALMER MUNICIPAL TANK                    084 28 59.3
 ML1086:UTM  14      -  PALMER MUNICIPAL TANK                    085 08 53.2
 ML1086
 ML1086|---------------------------------------------------------------------|
 ML1086| PID    Reference Object                     Distance      Geod. Az  |
 ML1086|                                                           dddmmss.s |
 ML1086| ML1078 PALMER MUNICIPAL TANK               APPROX.12.3 KM 0853237.2 |
 ML1086| CN8877 JARERZ RM 1                          23.775 METERS 08644     |
 ML1086| CN8876 JARERZ AZ MK                                       2375725.2 |
 ML1086| ML1084 ST PAUL MUNICIPAL STANDPIPE         APPROX. 4.9 KM 2700940.5 |
 ML1086| ML1085 ML 11 18                             11.782 METERS 34753     |
 ML1086|---------------------------------------------------------------------|
 ML1086
 ML1086                          SUPERSEDED SURVEY CONTROL
 ML1086
 ML1086  NAD 83(1986)-  41 12 54.28165(N)    098 23 58.79417(W) AD(       ) 3
 ML1086  NAD 27      -  41 12 54.22800(N)    098 23 57.55500(W) AD(       ) 3
 ML1086
 ML1086.Superseded values are not recommended for survey control.
 ML1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1086.See file dsdata.txt to determine how the superseded data were derived.
 ML1086
 ML1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5032562807(NAD 83)
 ML1086_MARKER: DS = TRIANGULATION STATION DISK
 ML1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1086
 ML1086  HISTORY     - Date     Condition        Report By
 ML1086  HISTORY     - 1950     MONUMENTED       CGS
 ML1086
 ML1086                          STATION DESCRIPTION
 ML1086
 ML1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1086'STATION IS LOCATED ABOUT 3 MILES EAST OF ST. PAUL ON THE
 ML1086'HIGHEST OF A GROUP OF ROLLING SAND HILLS IN PASTURE LAND.  THE
 ML1086'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED JARERZ 1950.
 ML1086'
 ML1086'REFERENCE MARK NO. 1 PROJECTS ABOUT 3 INCHES AND THE DISK
 ML1086'IS STAMPED JARERZ NO 1 1950.
 ML1086'
 ML1086'BM ML-11-18 (USBR) WAS USED AS REFERENCE MARK NO. 2.  THE MARK
 ML1086'IS A SQUARE 8 INCH CONCRETE MARK THAT PROJECTS ABOUT 12 INCHES
 ML1086'AND THE DISK IS STAMPED ML-11-18.  A TRAVERSE CONNECTION WAS
 ML1086'MADE TO THIS MARK FROM STATION.
 ML1086'
 ML1086'AZIMUTH MARK IS 34 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 ML1086'GRAVEL ROAD, 3 FEET NORTH OF WITNESS POST AND 1 FOOT NORTHEAST
 ML1086'OF T FENCE CORNER.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 ML1086'IS STAMPED JARERZ 1950.
 ML1086'
 ML1086'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE ROUTE
 ML1086'92 IN THE NORTHEAST PART OF ST. PAUL GO SOUTH ON U.S. HIGHWAY
 ML1086'281 AND STATE ROUTE 92 FOR 1.4 MILES TO SIDE ROAD LEFT AT THE
 ML1086'SOUTH END OF THE LOUP RIVER BRIDGE.  TURN LEFT AND GO EAST FOR
 ML1086'0.15 MILE TO FORKS.  TAKE LEFT FORK AND GO 1.2 MILES TO SIDE
 ML1086'ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO AZIMUTH
 ML1086'ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.  CONTINUE STRAIGHT
 ML1086'AHEAD FOR 0.45 MILE TO GATE ON LEFT JUST BEFORE ROAD CURVES
 ML1086'RIGHT.  TURN LEFT THROUGH GATE AND GO NORTH ALONG WEST SIDE
 ML1086'OF FENCE FOR 0.2 MILE TO GATE.  TURN RIGHT THROUGH GATE AND
 ML1086'GO EAST FOR ABOUT 0.1 MILE.  BEAR LEFT AND GO NORTHEAST
 ML1086'ACROSS HILLY PASTURE LAND FOR ABOUT 0.4 MILE TO HIGHEST
 ML1086'HILL AND STATION.
 ML1086'
 ML1086'AN 87 FOOT SIGNAL AT STATION SANDY IS V.G.
 ML1086'
 ML1086'A 25 FOOT SIGNAL AT STATION POMPEY 2 IS V.G.
 ML1086'
 ML1086'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0415 ***********************************************************************
 LJ0415  DESIGNATION -  JEFFREY
 LJ0415  PID         -  LJ0415
 LJ0415  STATE/COUNTY-  NE/LINCOLN
 LJ0415  USGS QUAD   -  JEFFREY RESERVOIR (1970)
 LJ0415
 LJ0415                         *CURRENT SURVEY CONTROL
 LJ0415  ___________________________________________________________________
 LJ0415* NAD 83(1995)-  40 56 09.75686(N)    100 23 48.31801(W)     ADJUSTED  
 LJ0415* NAVD 88     -       927.     (meters)    3041.     (feet)  SCALED    
 LJ0415  ___________________________________________________________________
 LJ0415  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LJ0415  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 LJ0415
 LJ0415  HORZ ORDER  -  THIRD
 LJ0415
 LJ0415.The horizontal coordinates were established by classical geodetic methods
 LJ0415.and adjusted by the National Geodetic Survey in August 1997..
 LJ0415
 LJ0415.The orthometric height was scaled from a topographic map.
 LJ0415
 LJ0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0415
 LJ0415.The geoid height was determined by GEOID03.
 LJ0415
 LJ0415;                    North         East     Units Scale Factor Converg.
 LJ0415;SPC NE       -   122,507.101   466,596.582   MT  0.99970771   -0 15 46.5
 LJ0415;UTM  14      - 4,532,596.510   382,415.619   MT  0.99977017   -0 54 55.0
 LJ0415
 LJ0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0415!SPC NE       -   0.99985815  x   0.99970771  =   0.99956590
 LJ0415!UTM  14      -   0.99985815  x   0.99977017  =   0.99962835
 LJ0415
 LJ0415:                Primary Azimuth Mark                     Grid Az
 LJ0415:SPC NE       -  BRADY MUNICIPAL TANK                     016 47 59.9
 LJ0415:UTM  14      -  BRADY MUNICIPAL TANK                     017 27 08.4
 LJ0415
 LJ0415|---------------------------------------------------------------------|
 LJ0415| PID    Reference Object                     Distance      Geod. Az  |
 LJ0415|                                                           dddmmss.s |
 LJ0415| MM0375 BRADY MUNICIPAL TANK                APPROX.10.1 KM 0163213.4 |
 LJ0415| MM0377 BRADY RADIO MAST                    APPROX.10.8 KM 0180059.0 |
 LJ0415| CN8879 JEFFREY RM 1                         14.868 METERS 05950     |
 LJ0415| CN8878 JEFFREY AZ MK                                      0604624.8 |
 LJ0415| CN8880 JEFFREY RM 2                         15.417 METERS 13200     |
 LJ0415|---------------------------------------------------------------------|
 LJ0415
 LJ0415                          SUPERSEDED SURVEY CONTROL
 LJ0415
 LJ0415  NAD 83(1986)-  40 56 09.76220(N)    100 23 48.32446(W) AD(       ) 3
 LJ0415  NAD 27      -  40 56 09.74355(N)    100 23 46.83410(W) AD(       ) 3
 LJ0415
 LJ0415.Superseded values are not recommended for survey control.
 LJ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0415.See file dsdata.txt to determine how the superseded data were derived.
 LJ0415
 LJ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8241632597(NAD 83)
 LJ0415_MARKER: DS = TRIANGULATION STATION DISK
 LJ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0415
 LJ0415  HISTORY     - Date     Condition        Report By
 LJ0415  HISTORY     - 1951     MONUMENTED       CGS
 LJ0415  HISTORY     - 1967     GOOD             NEDR
 LJ0415
 LJ0415                          STATION DESCRIPTION
 LJ0415
 LJ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0415'THE STATION IS LOCATED ABOUT 12.5 MILES WEST OF GOTHENBURG,
 LJ0415'6.0 MILES WEST-SOUTHWEST OF BRADY, 0.75 MILE EAST OF THE
 LJ0415'JEFFREY CANYON REGULATING RESERVOIR AND ON A HIGH PROMINENT
 LJ0415'HILL, JUST EAST OF WHERE THE HILL BREAKS SHARP TO THE WEST.
 LJ0415'IT 170.0 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 4 FEET
 LJ0415'EAST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 LJ0415'JEFFREY 1951.
 LJ0415'
 LJ0415'REFERENCE MARK NO. 1 IS 68.0 FEET WEST OF A NORTH-SOUTH FENCE
 LJ0415'LINE AND JUST SOUTH OF WHERE THE HILL BREAKS SHARP TO THE
 LJ0415'NORTH.  IT PROJECTS 2 INCHES AND IS STAMPED JEFFREY NO 1 1951.
 LJ0415'
 LJ0415'REFERENCE MARK NO. 2 IS 80.0 FEET WEST OF A NORTH-SOUTH FENCE
 LJ0415'LINE AND JUST NORTHEAST OF WHERE THE HILL BREAKS SHARP TO
 LJ0415'THE SOUTHWEST.  IT PROJECTS 4 INCHES AND IS STAMPED JEFFREY
 LJ0415'NO 2 1951.
 LJ0415'
 LJ0415'THE DISTANCE BETWEEN REFERENCE MARKS IS 58.5 FEET.
 LJ0415'
 LJ0415'THE AZIMUTH MARK IS ABOUT 80.0 YARDS WEST OF THE CENTER
 LJ0415'OF A SHARP CUT IN A HILL AND JUST EAST OF WHERE THE HILL
 LJ0415'BREAKS SHARP TO THE WEST.  IT IS 3.0 FEET SOUTH OF A WITNESS
 LJ0415'POST.  IT PROJECTS 2 INCHES AND IS STAMPED JEFFREY 1951.
 LJ0415'
 LJ0415'TO REACH THE STATION FROM THE DEPOT IN BRADY, GO SOUTHWEST
 LJ0415'ON A GRAVELED ROAD FOR 0.6 MILE TO A Y FORK.  TAKE LEFT FORK
 LJ0415'AND GO SOUTH ON A GRAVELED ROAD FOR 3.7 MILES TO A CROSSROAD
 LJ0415'AND A SCHOOLHOUSE AT A SOUTHWEST ANGLE.  CONTINUE SOUTH ON
 LJ0415'A GRADED ROAD FOR 0.85 MILE TO A GATE ON THE RIGHT.  TURN
 LJ0415'RIGHT, WEST, THROUGH GATE AND GO SOUTHWESTERLY ON A TRACK
 LJ0415'ROAD THROUGH A PASTURE FOR 0.6 MILE TO A GATE IN AN EAST-WEST
 LJ0415'FENCE LINE.  PASS THROUGH GATE AND GO SOUTH UP A STEEP CUT
 LJ0415'IN A HILL FOR 0.1 MILE TO THE TOP OF THE HILL AND THE AZIMUTH
 LJ0415'MARK ON THE RIGHT AS DESCRIBED.  FOLLOW TRACK ROAD SOUTH,
 LJ0415'THEN WEST ALONG THE NORTH SIDE OF A CULTIVATED FIELD FOR 0.75
 LJ0415'MILE TO A GATE IN A NORTH-SOUTH FENCE LINE.  PASS
 LJ0415'THROUGH THE GATE AND GO SOUTH ALONG THE WEST SIDE OF THE
 LJ0415'FENCE FOR 0.2 MILE TO THE HIGHEST POINT OF THE HILL AND
 LJ0415'THE STATION AS DESCRIBED.
 LJ0415'
 LJ0415'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LJ0415
 LJ0415                          STATION RECOVERY (1967)
 LJ0415
 LJ0415'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 LJ0415'STATION, AZIMUTH MARK, R.M. NO. 1 AND R.M. NO. 2 WERE FOUND
 LJ0415'AND TO BE IN GOOD CONDITION AS DESCRIBED.
 LJ0415'
 LJ0415'TO REACH IS ADEQUATE.  ROAD FROM DEPOT IN BRADY DESCRIBED AS
 LJ0415'GRAVEL TO SCHOOL HOUSE IS NOW OIL MAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0404 ***********************************************************************
 NO0404  DESIGNATION -  JELLY
 NO0404  PID         -  NO0404
 NO0404  STATE/COUNTY-  NE/CHERRY
 NO0404  USGS QUAD   -  CORNELL DAM (1983)
 NO0404
 NO0404                         *CURRENT SURVEY CONTROL
 NO0404  ___________________________________________________________________
 NO0404* NAD 83(1995)-  42 59 28.04690(N)    100 24 40.06741(W)     ADJUSTED  
 NO0404* NAVD 88     -       824.     (meters)    2703.     (feet)  SCALED    
 NO0404  ___________________________________________________________________
 NO0404  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 NO0404  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 NO0404
 NO0404  HORZ ORDER  -  FIRST
 NO0404
 NO0404.The horizontal coordinates were established by classical geodetic methods
 NO0404.and adjusted by the National Geodetic Survey in August 1997..
 NO0404
 NO0404.The orthometric height was scaled from a topographic map.
 NO0404
 NO0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0404
 NO0404.The geoid height was determined by GEOID03.
 NO0404
 NO0404;                    North         East     Units Scale Factor Converg.
 NO0404;SPC NE       -   350,714.918   466,471.513   MT  0.99999594   -0 16 20.8
 NO0404;SPC SD S     -    73,078.100   593,655.699   MT  0.99996638   -0 03 13.2
 NO0404;SPC SD S     -   239,757.07  1,947,685.41   sFT  0.99996638   -0 03 13.2
 NO0404;UTM  14      - 4,760,795.212   384,963.743   MT  0.99976280   -0 57 44.4
 NO0404
 NO0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0404!SPC NE       -   0.99987429  x   0.99999594  =   0.99987023
 NO0404!SPC SD S     -   0.99987429  x   0.99996638  =   0.99984067
 NO0404!UTM  14      -   0.99987429  x   0.99976280  =   0.99963712
 NO0404
 NO0404|---------------------------------------------------------------------|
 NO0404| PID    Reference Object                     Distance      Geod. Az  |
 NO0404|                                                           dddmmss.s |
 NO0404| CO3798 JELLY RM 1                            5.404 METERS 10908     |
 NO0404| CO3799 JELLY RM 2                            3.917 METERS 18120     |
 NO0404| CO3797 JELLY AZ MK                                        2010552.2 |
 NO0404|---------------------------------------------------------------------|
 NO0404
 NO0404                          SUPERSEDED SURVEY CONTROL
 NO0404
 NO0404  NAD 83(1986)-  42 59 28.04878(N)    100 24 40.07942(W) AD(       ) 1
 NO0404  NAD 27      -  42 59 28.02300(N)    100 24 38.61000(W) AD(       ) 1
 NO0404
 NO0404.Superseded values are not recommended for survey control.
 NO0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0404.See file dsdata.txt to determine how the superseded data were derived.
 NO0404
 NO0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN8496460795(NAD 83)
 NO0404_MARKER: DS = TRIANGULATION STATION DISK
 NO0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0404
 NO0404  HISTORY     - Date     Condition        Report By
 NO0404  HISTORY     - 1936     MONUMENTED       CGS
 NO0404
 NO0404                          STATION DESCRIPTION
 NO0404
 NO0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0404'ABOUT 11 MILES NORTHEAST OF VALENTINE, ABOUT 5 MILES NORTHWEST
 NO0404'OF SPARKS, IN NORTHWEST QUARTER OF SEC. 20, T. 35 N., R. 26 W,
 NO0404'ABOUT 1/2 MILE SOUTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE,
 NO0404'ON PROPERTY OWNED BY TOM JELLY.  THE MARK IS ON A PROMINENT KNOLL
 NO0404'IN FENCED PASTURE FIELD, ABOUT 1/2 MILE SOUTH OF THE JELLY
 NO0404'HOUSE, 0.25 MILE EAST OF TELEPHONE LINE, 165 FEET WEST OF
 NO0404'NORTH-SOUTH FENCE LINE, 128 FEET NORTH OF EAST-WEST FENCE LINE
 NO0404'AND PROJECTS 3 INCHES.
 NO0404'
 NO0404'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION IN FENCE LINE,
 NO0404'63 FEET NORTH OF FENCE CORNER AND PROJECTS 4 INCHES.
 NO0404'
 NO0404'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION IN FENCE LINE.
 NO0404'THE MARK PROJECTS 4 INCHES.  THE DISTANCE BETWEEN THE REFERENCE
 NO0404'MARKS IS 184.65 FEET.
 NO0404'
 NO0404'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION IN FENCE LINE
 NO0404'TO SOUTH OF EAST-WEST ROAD, AT NORTH EDGE OF SPARSELY-WOODED
 NO0404'AREA, 75 FEET EAST OF TELEPHONE POLE IN FENCE CORNER, 30
 NO0404'FEET EAST OF GATEPOST.  THE MARK PROJECTS 3 INCHES.
 NO0404'
 NO0404'TO REACH THE STATION FROM THE COURTHOUSE IN VALENTINE, FOLLOW
 NO0404'STATE HIGHWAY 7 EAST AND NORTH FOR 14.55 MILES TO POINT WHERE
 NO0404'THE HIGHWAY TURNS SHARPLY EAST AT SMALL, WHITE SCHOOLHOUSE.
 NO0404'LEAVE STATE 7 AND CONTINUE NORTH ON SAND ROAD 1.0 MILE TO
 NO0404'CROSSROADS, THENCE WEST 2.0 MILES TO T-INTERSECTION, FOLLOW
 NO0404'SAND ROAD NORTH ALONG EAST SIDE OF FENCE LINE 2.0 MILES TO
 NO0404'GAP IN FENCE ON WEST, THEN WEST 1.0 MILE TO TELEPHONE LINE.
 NO0404'TURN NORTH AT EAST SIDE OF TELEPHONE LINE AND GO 0.5 MILE
 NO0404'TO GATE IN EAST-WEST FENCE LINE, PASS THROUGH GATE AND TURN
 NO0404'EAST 0.25 MILE TO TOP OF PROMINENT KNOLL AND STATION.
 NO0404'
 NO0404'A 4-FOOT SIGNAL AT BOYD IS VISIBLE AT 64 FEET.  4-FOOT SIGNALS
 NO0404'AT CRABB (1933), LAMOUREAUX (1933) AND BARNETT ARE VISIBLE FROM
 NO0404'THE GROUND.
 NO0404'
 NO0404'TO REACH FROM SCHOOL IN SPARKS, GO WEST ON STATE HIGHWAY 7
 NO0404'FOR 5.1 MILES TO POINT WHERE THE HIGHWAY TURNS SHARPLY SOUTH
 NO0404'AT SMALL WHITE SCHOOLHOUSE, THENCE NORTH AS ABOVE.
 NO0404'
 NO0404'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0404'BRONZE DISKS SET AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0618 ***********************************************************************
 NP0618  DESIGNATION -  JENN
 NP0618  PID         -  NP0618
 NP0618  STATE/COUNTY-  NE/SHERIDAN
 NP0618  USGS QUAD   -  ARGO HILL (1989)
 NP0618
 NP0618                         *CURRENT SURVEY CONTROL
 NP0618  ___________________________________________________________________
 NP0618* NAD 83(1995)-  42 15 02.68466(N)    102 09 40.88132(W)     ADJUSTED  
 NP0618* NAVD 88     -      1309.     (meters)    4295.     (feet)  SCALED    
 NP0618  ___________________________________________________________________
 NP0618  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 NP0618  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 NP0618
 NP0618  HORZ ORDER  -  FIRST
 NP0618
 NP0618.The horizontal coordinates were established by classical geodetic methods
 NP0618.and adjusted by the National Geodetic Survey in August 1997..
 NP0618
 NP0618.The orthometric height was scaled from a topographic map.
 NP0618
 NP0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0618
 NP0618.The geoid height was determined by GEOID03.
 NP0618
 NP0618;                    North         East     Units Scale Factor Converg.
 NP0618;SPC NE       -   270,630.661   321,699.138   MT  0.99974309   -1 25 56.4
 NP0618;UTM  13      - 4,681,518.933   734,173.900   MT  1.00027478   +1 54 34.2
 NP0618
 NP0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0618!SPC NE       -   0.99979773  x   0.99974309  =   0.99954087
 NP0618!UTM  13      -   0.99979773  x   1.00027478  =   1.00007245
 NP0618
 NP0618|---------------------------------------------------------------------|
 NP0618| PID    Reference Object                     Distance      Geod. Az  |
 NP0618|                                                           dddmmss.s |
 NP0618| CQ4088 JENN RM 1                             9.336 METERS 04049     |
 NP0618| CQ4089 JENN RM 2                            10.312 METERS 14814     |
 NP0618| CQ4087 JENN AZ MK                                         2102300.5 |
 NP0618|---------------------------------------------------------------------|
 NP0618
 NP0618                          SUPERSEDED SURVEY CONTROL
 NP0618
 NP0618  NAD 83(1986)-  42 15 02.68085(N)    102 09 40.88291(W) AD(       ) 1
 NP0618  NAD 27      -  42 15 02.74800(N)    102 09 39.20400(W) AD(       ) 1
 NP0618
 NP0618.Superseded values are not recommended for survey control.
 NP0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0618.See file dsdata.txt to determine how the superseded data were derived.
 NP0618
 NP0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3417481519(NAD 83)
 NP0618_MARKER: DS = TRIANGULATION STATION DISK
 NP0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0618
 NP0618  HISTORY     - Date     Condition        Report By
 NP0618  HISTORY     - 1946     MONUMENTED       CGS
 NP0618
 NP0618                          STATION DESCRIPTION
 NP0618
 NP0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0618'THE STATION IS ON THE SUMMIT OF A PROMINENT SAND HILL WHICH
 NP0618'IS ABOUT 16.0 MILES, AIRLINE, NORTH NORTHWEST OF BINGHAM.  IT
 NP0618'IS BELIEVED TO BE NEAR THE CENTER OF SECTION 12, T26N, R42W.
 NP0618'IT PROJECTS 12 INCHES AND IS STAMPED JENN 1946.
 NP0618'
 NP0618'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL
 NP0618'AND IS ABOUT 4 FEET BELOW STATION ELEVATION.  IT PROJECTS 12
 NP0618'INCHES AND IS STAMPED JENN NO 1 1946.
 NP0618'
 NP0618'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND
 NP0618'IS ABOUT 2 FEET BELOW STATION ELEVATION.  IT PROJECTS 12
 NP0618'INCHES AND IS STAMPED JENN NO 1 1946.
 NP0618'
 NP0618'AZIMUTH MARK IS ON THE SUMMIT OF A LOW SAND HILL, 15 FEET WEST
 NP0618'OF THE CENTER OF A TRACK ROAD, ROAD TO STATION.  IT PROJECTS
 NP0618'12 INCHES AND IS STAMPED JENN 1946.
 NP0618'
 NP0618'TO REACH THE STATION FROM THE BRICK SCHOOL BUILDING IN THE
 NP0618'VILLAGE OF BINGHAM, GO NORTH ON THE MAIN ROAD FOR 3.55 MILES
 NP0618'TO A FORK.  TAKE LEFT FORK UP HILL AND GO 1.45 MILES TO A FORK,
 NP0618'JUST AFTER CROSSING A CATTLE GUARD.  TAKE RIGHT FORK AND GO 2.0
 NP0618'MILES TO A FORK, ABOUT 200 YARDS WEST OF A CATTLE GUARD.  TAKE
 NP0618'LEFT FORK, NORTH, AND FOLLOW THE MAIN TRAVELED ROAD FOR 3.9
 NP0618'MILES TO A FORK.  TAKE RIGHT FORK AND GO 1.7 MILES TO A FORK.
 NP0618'TAKE RIGHT FORK AND GO 1.35 MILES TO A FORK.  TAKE LEFT FORK
 NP0618'THROUGH A CATTLE GUARD AND GO 1.0 MILE TO A FORK.  KEEP RIGHT
 NP0618'FORK FOR 0.3 MILE TO A FORK.  TAKE LEFT FORK FOR ABOUT 50
 NP0618'YARDS TO AN OBLIQUE CROSSROAD AND 2 MAIL BOXES ON THE LEFT,
 NP0618'KEEP STRAIGHT AHEAD, OR RIGHT FORK AND GO FOR 0.65 MILE TO
 NP0618'A REVERSE Y FORK.  KEEP LEFT FORK ON MAIN ROAD AND GO 0.7
 NP0618'MILE, CROSSING A CATTLE GUARD TO A FORK.  TAKE LEFT FORK
 NP0618'AND GO 0.95 MILE TO A CATTLE GUARD AND A FORK.  TAKE
 NP0618'RIGHT FORK NORTH FOR 0.65 MILE TO A FORK.  TAKE RIGHT
 NP0618'FORK OVER A CATTLE GUARD AND GO 1.7 MILES TO A DIM ROAD
 NP0618'LEFT.  *TAKE LEFT FORK, DIM ROAD, AND GO 0.3 MILE TO A
 NP0618'WIRE GATE.  PASS THROUGH GATE AND CONTINUE 0.15 MILE TO A
 NP0618'FORK.  TAKE RIGHT FORK AND GO 1.1 MILES TO A CATTLE GUARD
 NP0618'AND A WINDMILL ON THE RIGHT.  CONTINUE ON TRACK ROAD FOR
 NP0618'0.45 MILE.  TURN RIGHT AT THIS POINT, LEAVING TRACK ROAD,
 NP0618'AND DRIVE SOUTH SOUTHEAST ACROSS COUNTRY UP GRASSY SLOPE
 NP0618'FOR 0.75 MILE TO THE HIGHEST POINT AND THE STATION AS
 NP0618'DESCRIBED.
 NP0618'
 NP0618'* FROM THIS POINT MENTIONED IN THE ABOVE DESCRIPTION, DRIVE
 NP0618'SOUTH ON TRACK ROAD FOR 0.25 MILE TO THE TOP OF A RIDGE AND
 NP0618'THE AZIMUTH MARK ON THE WEST SIDE OF THE ROAD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0635 ***********************************************************************
 NP0635  DESIGNATION -  JESSE
 NP0635  PID         -  NP0635
 NP0635  STATE/COUNTY-  NE/SHERIDAN
 NP0635  USGS QUAD   -  KRAUSE LAKE EAST (1989)
 NP0635
 NP0635                         *CURRENT SURVEY CONTROL
 NP0635  ___________________________________________________________________
 NP0635* NAD 83(1995)-  42 07 58.86568(N)    102 37 04.66050(W)     ADJUSTED  
 NP0635* NAVD 88     -      1235.     (meters)    4052.     (feet)  SCALED    
 NP0635  ___________________________________________________________________
 NP0635  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 NP0635  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 NP0635
 NP0635  HORZ ORDER  -  FIRST
 NP0635
 NP0635.The horizontal coordinates were established by classical geodetic methods
 NP0635.and adjusted by the National Geodetic Survey in August 1997..
 NP0635
 NP0635.The orthometric height was scaled from a topographic map.
 NP0635
 NP0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0635
 NP0635.The geoid height was determined by GEOID03.
 NP0635
 NP0635;                    North         East     Units Scale Factor Converg.
 NP0635;SPC NE       -   258,604.445   283,646.232   MT  0.99971845   -1 44 05.7
 NP0635;UTM  13      - 4,667,291.473   696,869.166   MT  1.00007691   +1 35 54.6
 NP0635
 NP0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0635!SPC NE       -   0.99980934  x   0.99971845  =   0.99952785
 NP0635!UTM  13      -   0.99980934  x   1.00007691  =   0.99988624
 NP0635
 NP0635:                Primary Azimuth Mark                     Grid Az
 NP0635:SPC NE       -  JESSE AZ MK                              044 29 58.2
 NP0635:UTM  13      -  JESSE AZ MK                              041 09 57.9
 NP0635
 NP0635|---------------------------------------------------------------------|
 NP0635| PID    Reference Object                     Distance      Geod. Az  |
 NP0635|                                                           dddmmss.s |
 NP0635| CQ4093 JESSE AZ MK                                        0424552.5 |
 NP0635| CQ4094 JESSE RM 1                           13.270 METERS 10533     |
 NP0635| CQ4095 JESSE RM 2                           13.360 METERS 18753     |
 NP0635|---------------------------------------------------------------------|
 NP0635
 NP0635                          SUPERSEDED SURVEY CONTROL
 NP0635
 NP0635  NAD 83(1995)-  42 07 58.86456(N)    102 37 04.66051(W) AD(       ) 1
 NP0635  NAD 83(1986)-  42 07 58.86226(N)    102 37 04.65960(W) AD(       ) 1
 NP0635  NAD 27      -  42 07 58.96400(N)    102 37 02.94400(W) AD(       ) 1
 NP0635
 NP0635.Superseded values are not recommended for survey control.
 NP0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0635.See file dsdata.txt to determine how the superseded data were derived.
 NP0635
 NP0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG9686967291(NAD 83)
 NP0635_MARKER: DS = TRIANGULATION STATION DISK
 NP0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0635
 NP0635  HISTORY     - Date     Condition        Report By
 NP0635  HISTORY     - 1946     MONUMENTED       CGS
 NP0635
 NP0635                          STATION DESCRIPTION
 NP0635
 NP0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0635'LOCATED ABOUT 13 MILES, AIRLINE, EAST-NORTHEAST OF ALLIANCE
 NP0635'AND 4.5 MILES, AIRLINE NORTH-NORTHWEST OF ANTIOCH, ON THE
 NP0635'HIGHEST POINT OF A FLAT-TOPPED GRASSY SAND HILL OWNED BY
 NP0635'MR. R.E. JESSE.  IT IS 0.1 MILE WEST OF A NORTH-SOUTH FENCE
 NP0635'LINE.  IT IS STAMPED JESSE 1946 AND PROJECTS 10 INCHES.
 NP0635'
 NP0635'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION.
 NP0635'IT IS STAMPED JESSE NO 1 1946 AND PROJECTS 10 INCHES.
 NP0635'
 NP0635'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION.
 NP0635'IT IS STAMPED JESSE NO 2 1946 AND PROJECTS 10 INCHES.
 NP0635'
 NP0635'AZIMUTH MARK IS 1 FOOT SOUTH OF THE SOUTH END OF A WIRE GATE
 NP0635'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 NP0635'JESSE 1946 AND PROJECTS 10 INCHES.
 NP0635'
 NP0635'REACHED FROM THE CENTER OF ANTIOCH, TURN NORTH ACROSS RAILROAD
 NP0635'TRACKS, JUST EAST OF THE RAILROAD WATER TANK, AND GO 1.65
 NP0635'MILES TO A FORK.  TAKE LEFT FORK, STRAIGHT AHEAD, AND GO
 NP0635'0.9 MILE TO A FORK, TAKE LEFT FORK, PASSING OVER CATTLE GUARD,
 NP0635'AND CONTINUE FOR 1.9 MILE TO THE JESSE RANCH, CONTINUE THROUGH
 NP0635'RANCH YARD FOR 0.1 MILE TO A FORK.  TAKE RIGHT FORK,
 NP0635'NORTHWEST, AND GO 0.1 MILE TO A WIRE GATE IN A NORTH-SOUTH
 NP0635'FENCE LINE.  PASS THROUGH GATE AND CONTINUE NORTHWEST, ON
 NP0635'DIM TRACK ROAD, FOR 0.8 MILE TO A WIRE GATE IN A NORTH-SOUTH
 NP0635'FENCE LINE AND THE AZIMUTH MARK ON THE LEFT.  PASS THROUGH
 NP0635'GATE, TURN LEFT, SOUTHWEST, AND GO 0.15 MILE TO THE HIGHEST
 NP0635'POINT OF THE HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0482 ***********************************************************************
 MN0482  CBN         -  This is a Cooperative Base Network Control Station.
 MN0482  PACS        -  This is a Primary Airport Control Station.
 MN0482  DESIGNATION -  JET
 MN0482  PID         -  MN0482
 MN0482  STATE/COUNTY-  NE/CHEYENNE
 MN0482  USGS QUAD   -  SIDNEY MUNI AIRPORT (1972)
 MN0482
 MN0482                         *CURRENT SURVEY CONTROL
 MN0482  ___________________________________________________________________
 MN0482* NAD 83(1995)-  41 06 20.00954(N)    102 59 40.42600(W)     ADJUSTED  
 MN0482* NAVD 88     -      1317.02   (meters)    4320.9    (feet)  GPS OBS   
 MN0482  ___________________________________________________________________
 MN0482  X           -  -1,082,439.908 (meters)                     COMP
 MN0482  Y           -  -4,690,593.118 (meters)                     COMP
 MN0482  Z           -   4,172,116.278 (meters)                     COMP
 MN0482  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MN0482  ELLIP HEIGHT-        1297.27  (meters)          (09/24/01) GPS OBS
 MN0482  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 MN0482
 MN0482  HORZ ORDER  -  B
 MN0482  ELLP ORDER  -  FOURTH    CLASS I
 MN0482
 MN0482.This mark is at Sidney Municipal Airport (SNY)
 MN0482
 MN0482.The horizontal coordinates were established by GPS observations
 MN0482.and adjusted by the National Geodetic Survey in June 1996..
 MN0482
 MN0482.The orthometric height was determined by GPS observations and a
 MN0482.high-resolution geoid model.
 MN0482
 MN0482.GPS derived orthometric heights for airport stations designated as
 MN0482.PACS or SACS are published to 2 decimal places.  This maintains
 MN0482.centimeter relative accuracy between the PACS and SACS.  It does
 MN0482.not indicate centimeter accuracy relative to other marks which are
 MN0482.part of the NAVD 88 network.
 MN0482
 MN0482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0482
 MN0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0482
 MN0482.The ellipsoidal height was determined by GPS observations
 MN0482.and is referenced to NAD 83.
 MN0482
 MN0482.The geoid height was determined by GEOID03.
 MN0482
 MN0482;                    North         East     Units Scale Factor Converg.
 MN0482;SPC NE       -   145,604.470   248,584.345   MT  0.99968285   -1 59 04.2
 MN0482;SPC CO N     -   504,558.979 1,124,846.942   MT  1.00006820   +1 37 07.8
 MN0482;SPC CO N     - 1,655,373.92  3,690,435.34   sFT  1.00006820   +1 37 07.8
 MN0482;UTM  13      - 4,552,413.090   668,395.702   MT  0.99994901   +1 19 07.6
 MN0482
 MN0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0482!SPC NE       -   0.99979655  x   0.99968285  =   0.99947947
 MN0482!SPC CO N     -   0.99979655  x   1.00006820  =   0.99986474
 MN0482!UTM  13      -   0.99979655  x   0.99994901  =   0.99974557
 MN0482
 MN0482:                Primary Azimuth Mark                     Grid Az
 MN0482:SPC NE       -  SIDNEY INTL HARVESTER RAD MAST           029 19 35.7
 MN0482:SPC CO N     -  SIDNEY INTL HARVESTER RAD MAST           025 43 23.7
 MN0482:UTM  13      -  SIDNEY INTL HARVESTER RAD MAST           026 01 23.9
 MN0482
 MN0482|---------------------------------------------------------------------|
 MN0482| PID    Reference Object                     Distance      Geod. Az  |
 MN0482|                                                           dddmmss.s |
 MN0482| MN0489 SIDNEY INTL HARVESTER RAD MAST      APPROX. 4.8 KM 0272031.5 |
 MN0482| MN0483 JET AZ MK                           494.003 METERS 0925213.1 |
 MN0482| MN0479 AIRPORT BCN SIDNEY MUN AIRPORT      APPROX. 0.9 KM 1011528.6 |
 MN0482| MN0481 SIDNEY COLLIER TV MAST              APPROX. 6.1 KM 1655653.0 |
 MN0482| CP8325 JET RM 1                             27.597 METERS 20947     |
 MN0482| CP8326 JET RM 2                             23.918 METERS 27049     |
 MN0482| MN0484 SIDNEY WHEAT BELT PWR DIST MST      APPROX. 4.9 KM 3590427.0 |
 MN0482|---------------------------------------------------------------------|
 MN0482
 MN0482                          SUPERSEDED SURVEY CONTROL
 MN0482
 MN0482  ELLIP H (06/25/96) 1297.31   (m)                       GP(       ) 1 1
 MN0482  NAD 83(1995)-  41 06 20.00058(N)    102 59 40.42639(W) AD(       ) 2
 MN0482  NAD 83(1986)-  41 06 20.00007(N)    102 59 40.42697(W) AD(       ) 2
 MN0482  NAD 27      -  41 06 20.05400(N)    102 59 38.70530(W) AD(       ) 2
 MN0482
 MN0482.Superseded values are not recommended for survey control.
 MN0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0482.See file dsdata.txt to determine how the superseded data were derived.
 MN0482
 MN0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6839652413(NAD 83)
 MN0482_MARKER: DH = HORIZONTAL CONTROL DISK
 MN0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0482_STAMPING: JET 1963 1977
 MN0482_MARK LOGO: NGS   
 MN0482_PROJECTION: FLUSH
 MN0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0482+STABILITY: SURFACE MOTION
 MN0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0482+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1997
 MN0482
 MN0482  HISTORY     - Date     Condition        Report By
 MN0482  HISTORY     - 1963     MONUMENTED       CGS
 MN0482  HISTORY     - 1965     GOOD             CGS
 MN0482  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0482  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MN0482  HISTORY     - 19950818 GOOD             NGS
 MN0482  HISTORY     - 19970728 GOOD             NGS
 MN0482
 MN0482                          STATION DESCRIPTION
 MN0482
 MN0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0482'THE STATION IS LOCATED 6 MILES NORTHEAST OF LORENZO, 3 MILES
 MN0482'SOUTH-SOUTHWEST OF SIDNEY, 0.5 MILE WEST OF THE SIDNEY MUNICIPAL
 MN0482'AIRPORT, ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 19, NEAR
 MN0482'THE FARM HOME OF MR. R.L. HAZLETT SR.
 MN0482'
 MN0482'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0482'ON U.S. HIGHWAY 30 FOR 0.65 MILE TO THE JUNCTION OF STATE
 MN0482'HIGHWAY 19.  TURN RIGHT AND GO SOUTH AND WEST ON STATE HIGHWAY 19
 MN0482'FOR 3.35 MILES TO THE ENTRANCE TO THE SIDNEY MUNICIPAL AIRPORT
 MN0482'ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO WEST ON STATE
 MN0482'HIGHWAY 19 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 MN0482'DESCRIBED.  CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.3 MILE
 MN0482'TO THE STATION ON THE RIGHT AS DESCRIBED, NEAR A FARM HOUSE.
 MN0482'
 MN0482'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0482'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED JET 1963.
 MN0482'IT IS 81 FEET WEST OF THE CENTER OF A FARM DRIVE, 38-1/2 FEET
 MN0482'NORTH OF THE CENTER OF STATE HIGHWAY 19, 35 FEET SOUTHEAST
 MN0482'OF THE SOUTHEAST CORNER OF YARD FENCE AND 7 FEET EAST-SOUTHEAST
 MN0482'OF A POWER POLE WITH A WITNESS SIGN NAILED TO THE SIDE OF THE
 MN0482'POLE.
 MN0482'
 MN0482'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0482'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS
 MN0482'STAMPED JET NO 1 1963.  IT IS 41 FEET SOUTH OF THE CENTER OF
 MN0482'STATE HIGHWAY 19 AND 1-1/2 FEET EAST-SOUTHEAST OF A TELEPHONE
 MN0482'POLE.
 MN0482'
 MN0482'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0482'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0482'JET NO 2 1963.  IT IS 39 FEET NORTH OF THE CENTER OF STATE
 MN0482'HIGHWAY 19, 34 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 MN0482'OF A YARD FENCE AND 1-1/2 FEET SOUTH OF A TELEPHONE POLE.
 MN0482'
 MN0482'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0482'CONCRETE CYLINDER WHICH PROJECTS 7 INCHES AND IS STAMPED JET
 MN0482'1963.  IT IS 40 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 19,
 MN0482'1.4 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND 1/2 FOOT
 MN0482'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 MN0482
 MN0482                          STATION RECOVERY (1965)
 MN0482
 MN0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MN0482'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 MN0482'AS DESCRIBED BY THE ORIGINAL DESCRIPTION.
 MN0482
 MN0482                          STATION RECOVERY (1972)
 MN0482
 MN0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JEK)
 MN0482'THE STATION MARK WAS NOT FOUND.  SOME EXCAVATING HAS BEEN
 MN0482'DONE IN THE AREA WHERE THE STATION SHOULD BE.  R.M. 1 AND
 MN0482'R.M. 2 WERE FOUND IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH
 MN0482'MARK WAS NOT VISITED.
 MN0482
 MN0482                          STATION RECOVERY (1977)
 MN0482
 MN0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0482'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE
 MN0482'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MN0482'SURFACE STATION MARK HAD BEEN BROKEN OFF BELOW THE GROUND SURFACE.
 MN0482'THE FARM HOME MENTIONED IN THE 1963 DESCRIPTION HAS BEEN
 MN0482'REMOVED, STATE HIGHWAY 19 HAS BEEN RE-ROUTED DUE TO
 MN0482'EXTENSION OF THE RUNWAY FOR THE SIDNEY MUNICIPAL AIRPORT.  A NEW
 MN0482'SURFACE STATION MARK WAS SET DIRECTLY ABOVE THE UNDERGROUND
 MN0482'STATION MARK THIS DATE.  THE DISTANCE AND DIRECTION TO THE
 MN0482'REFERENCE MARKS CHECKED THE PREVIOUS DISTANCE AND DIRECTION
 MN0482'FAVORABLY.  DUE TO THE CHANGES IN THE AREA AND ROUTE TO REACH
 MN0482'THE STATION, A NEW COMPLETE DESCRIPTION FOLLOWS--
 MN0482'
 MN0482'THE STATION IS LOCATED 6 MILES NORTHEAST OF LORENZO, 3 MILES
 MN0482'SOUTH-SOUTHWEST OF SIDNEY AND ABOUT 0.15 MILE WEST OF THE
 MN0482'NORTHWEST-SOUTHEAST RUNWAY FOR AIRPORT AND AT THE WEST BOUNDARY OF
 MN0482'THE AIRPORT.
 MN0482'
 MN0482'TO REACH THE STATION FROM THE AMERICAN NATIONAL BANK AT THE
 MN0482'INTERSECTION OF ILLINOIS STREET AND 10TH AVENUE IN SIDNEY, GO SOUTH
 MN0482'ON 10TH AND 11TH AVENUES FOR 2.1 MILES TO STATE HIGHWAY 19 AND
 MN0482'INTERSTATE 80 OVERPASS.  TURN RIGHT ON STATE HIGHWAY 19 AND PASS
 MN0482'UNDER INTERSTATE 80 AND GO SOUTHWESTERLY FOR 2.05 MILES TO A SIDE
 MN0482'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ABOUT 100 FEET TO A
 MN0482'SIDE ROAD ON THE LEFT, OLD HIGHWAY 19.  TURN LEFT AND GO EAST ON
 MN0482'THE OLD ROAD FOR 0.9 MILE TO A CURVE SOUTH, FENCED AREA AND THE
 MN0482'STATION AS DESCRIBED.
 MN0482'
 MN0482'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED JET 1963 1977,
 MN0482'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 4 INCHES
 MN0482'BELOW THE GROUND SURFACE.  IT IS 54 FEET EAST OF THE EAST END GATE
 MN0482'POST, 49 FEET NORTH OF A FENCE, 39.5 FEET NORTH-NORTHEAST OF A
 MN0482'METAL WITNESS POST AND 3.1 FEET NORTHWEST OF A NEW METAL WITNESS
 MN0482'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MN0482'CONCRETE 42 INCHES BELOW THE GROUND SURFACE AND IS STAMPED JET
 MN0482'1963.  REBAR PLACED.
 MN0482'
 MN0482'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JET NO 1 1963, SET IN
 MN0482'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 MN0482'GROUND SURFACE.  IT IS 41 FEET SOUTH OF THE OLD ROAD AND 1.5 FEET
 MN0482'EAST OF A POWER POLE WITH A GUY CABLE.
 MN0482'
 MN0482'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JET NO 2 1963, SET IN
 MN0482'THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 MN0482'GROUND SURFACE.  IT IS 38 FEET NORTH OF THE CENTER OF THE OLD ROAD,
 MN0482'3.8 FEET SOUTHWEST OF THE SOUTHWEST GATE POST, 3.7 FEET EAST OF A
 MN0482'CONCRETE RIGHT-OF-WAY MARKER AND 2 FEET SOUTH OF A FENCE.
 MN0482'
 MN0482'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JET 1963, SET IN THE
 MN0482'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE
 MN0482'THE GROUND SURFACE.  IT IS 1.6 FEET EAST-NORTHEAST OF A METAL
 MN0482'WITNESS POST.
 MN0482'
 MN0482'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ACROSS GRASSY
 MN0482'AREA AND DOWN HILL TO AIRPORT RUNWAY, CROSS THE RUNWAY AND CONTINUE
 MN0482'EAST ACROSS OLD FIELD TO THE AZIMUTH MARK, A DISTANCE OF 0.3 MILE
 MN0482'DUE EAST OF THE STATION.
 MN0482'
 MN0482'NOTE--PERMISSION SHOULD BE OBTAINED FROM THE AIRPORT MANAGER TO
 MN0482'CROSS THE RUNWAY WHEN THE AZIMUTH MARK NEEDS TO BE USED.
 MN0482'
 MN0482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 MN0482'SOUTH-SOUTHWEST OF SIDNEY.
 MN0482
 MN0482                          STATION RECOVERY (1995)
 MN0482
 MN0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0482'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF LORENZO, 3.0
 MN0482'MI (4.8 KM) SOUTH-SOUTHWEST OF SIDNEY, AT THE SIDNEY MUNICIPAL AIRPORT
 MN0482'AND NEAR A CORNER IN THE PERIMETER FENCE ABOUT 820 FT (249.9 M)
 MN0482'SOUTH-SOUTHWEST OF THE APPROACH END OF RUNWAY 12. OWNERSHIP--SIDNEY
 MN0482'AIRPORT AUTHORITY, ROUTE 2, BOX 7, SIDNEY NE 69162.  AIRPORT MANAGER
 MN0482'IS ED NELSON, PHONE (308) 254-5668.  TO REACH THE STATION FROM THE
 MN0482'JUNCTION OF INTERSTATE 80, U.S. HIGHWAY 385 NORTH AND COUNTY ROAD 115
 MN0482'SOUTH (EXIT 59) SOUTHEAST OF SIDNEY, GO SOUTH ON A PAVED THEN GRAVEL
 MN0482'ROAD (CR115) FOR 0.5 MI (0.8 KM) TO A T-JUNCTION, TURN RIGHT AND GO
 MN0482'WEST ON A GRAVEL ROAD (CR16) FOR 1.25 MI (2.01 KM) TO AN INTERSECTION,
 MN0482'TURN RIGHT AND GO NORTHERLY ON A PAVED ROAD (CR113) FOR 0.45 MI (0.72
 MN0482'KM) TO A T-JUNCTION, TURN LEFT AND GO WESTERLY FOLLOWING THE PAVED
 MN0482'ROAD (CR19A) FOR 2.1 MI (3.4 KM) TO AN INTERSECTION WITH CR109, TURN
 MN0482'LEFT THEN LEFT AGAIN AND GO EAST ON THE OLD PAVED HIGHWAY FOR 0.95 MI
 MN0482'(1.53 KM) TO THE END OF THE PAVEMENT AT A FENCE LINE AND THE STATION
 MN0482'JUST AHEAD AND ON AIRPORT PROPERTY.  THE STATION IS RECESSED 0.5 FT
 MN0482'(15.2 CM), 53.4 FT (16.3 M) EAST OF A WOODEN CORNER/GATEPOST, 53.0 FT
 MN0482'(16.2 M) SOUTH-SOUTHEAST OF THE MOST EASTERLY OF 3 SMALL CLUMPS OF
 MN0482'TREES, 36.0 FT (11.0 M) NORTHEAST OF A FENCE LINE, 2.0 FT (0.6 M)
 MN0482'NORTH OF A WITNESS POST AND 1.7 FT (0.5 M) SOUTH OF A METAL POST.
 MN0482'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 MN0482'AIRPORT CONTROL STATION.
 MN0482
 MN0482                          STATION RECOVERY (1997)
 MN0482
 MN0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0482'THE STATION IS LOCATED AT THE SIDNEY MUNICIPAL AIRPORT, NEAR A
 MN0482'PERIMETER FENCE CORNER SOUTH-SOUTHWEST OF RUNWAY END 12.
 MN0482'OWNERSHIP--SIDNEY AIRPORT AUTHORITY, ED NELSON, AIRPORT MANAGER, 11149
 MN0482'RD 16, SIDNEY, NE 69162.  THE PHONE NUMBER IS (308) 254-5668. TO REACH
 MN0482'THE STATION FROM THE JUNCTION OF U S INTERSTATE HIGHWAY 80 AND U S
 MN0482'HIGHWAY 385 ON THE SOUTHEAST SIDE OF SIDNEY, GO NORTH FOR 0.25 MI
 MN0482'(0.40 KM) ON THE U S HIGHWAY TO THE INTERSECTION OF OLD POST ROAD ON
 MN0482'THE LEFT, TURN LEFT AND GO WESTERLY FOR 3.6 MI (5.8 KM) ON OLD POST
 MN0482'ROAD AND COUNTY ROAD 19A TO THE INTERSECTION OF COUNTY ROAD 109 ON THE
 MN0482'LEFT, TURN LEFT AND GO SOUTH FOR 30 METERS (98.4 FT) ON COUNTY ROAD
 MN0482'109 TO AN ABANDONED PAVED ROAD ON THE LEFT, TURN LEFT AND GO EASTERLY
 MN0482'FOR 0.9 MI (1.4 KM) ON THE ABANDONED PAVED ROAD TO ITS END AND THE
 MN0482'STATION AHEAD JUST BEYOND A FENCE.  THE STATION IS LOCATED 53.4 FT
 MN0482'(16.3 M) EAST OF A WOODEN CORNER/GATEPOST, 53.0 FT (16.2 M)
 MN0482'SOUTH-SOUTHEAST OF THE MOST EASTERLY OF 3 SMALL CLUMPS OF TREES, 36.0
 MN0482'FT (11.0 M) NORTHEAST OF A FENCE, 2.0 FT (0.6 M) NORTH OF A WITNESS
 MN0482'POST, AND THE MONUMENT IS RECESSED 1.0 FT (0.3 M) BELOW THE GROUND
 MN0482'SURFACE.  NOTE--THE MONUMENT IS LEANING BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0483 ***********************************************************************
 MN0483  DESIGNATION -  JET AZ MK
 MN0483  PID         -  MN0483
 MN0483  STATE/COUNTY-  NE/CHEYENNE
 MN0483  USGS QUAD   -  SIDNEY MUNI AIRPORT (1972)
 MN0483
 MN0483                         *CURRENT SURVEY CONTROL
 MN0483  ___________________________________________________________________
 MN0483* NAD 83(1995)-  41 06 19.20711(N)    102 59 19.28127(W)     ADJUSTED  
 MN0483* NAVD 88     -      1307.     (meters)    4288.     (feet)  SCALED    
 MN0483  ___________________________________________________________________
 MN0483  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MN0483  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 MN0483
 MN0483  HORZ ORDER  -  THIRD
 MN0483
 MN0483.The horizontal coordinates were established by classical geodetic methods
 MN0483.and adjusted by the National Geodetic Survey in August 1997..
 MN0483.No horizontal observational check was made to the station.
 MN0483
 MN0483.The orthometric height was scaled from a topographic map.
 MN0483
 MN0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0483
 MN0483.The geoid height was determined by GEOID03.
 MN0483
 MN0483;                    North         East     Units Scale Factor Converg.
 MN0483;SPC NE       -   145,562.675   249,076.420   MT  0.99968288   -1 58 50.1
 MN0483;SPC CO N     -   504,548.189 1,125,340.861   MT  1.00006814   +1 37 21.5
 MN0483;SPC CO N     - 1,655,338.52  3,692,055.81   sFT  1.00006814   +1 37 21.5
 MN0483;UTM  13      - 4,552,399.715   668,889.500   MT  0.99995106   +1 19 21.5
 MN0483
 MN0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0483!SPC NE       -   0.99979819  x   0.99968288  =   0.99948113
 MN0483!SPC CO N     -   0.99979819  x   1.00006814  =   0.99986631
 MN0483!UTM  13      -   0.99979819  x   0.99995106  =   0.99974926
 MN0483
 MN0483                          SUPERSEDED SURVEY CONTROL
 MN0483
 MN0483  NAD 83(1995)-  41 06 19.20701(N)    102 59 19.27799(W) AD(       ) 3
 MN0483  NAD 83(1995)-  41 06 19.19811(N)    102 59 19.27838(W) AD(       ) 3
 MN0483  NAD 83(1986)-  41 06 19.19800(N)    102 59 19.27893(W) AD(       ) 3
 MN0483  NAD 27      -  41 06 19.25133(N)    102 59 17.55803(W) AD(       ) 3
 MN0483
 MN0483.Superseded values are not recommended for survey control.
 MN0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0483.See file dsdata.txt to determine how the superseded data were derived.
 MN0483
 MN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6888952400(NAD 83)
 MN0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0483+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 MN0483
 MN0483  HISTORY     - Date     Condition        Report By
 MN0483  HISTORY     - 1963     MONUMENTED       CGS
 MN0483  HISTORY     - 19970728 GOOD             NGS
 MN0483  HISTORY     - 20050303 GOOD             NGS
 MN0483
 MN0483                          STATION DESCRIPTION
 MN0483
 MN0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0483'THE STATION IS LOCATED AT THE SIDNEY MUNICIPAL AIRPORT,
 MN0483'
 MN0483'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JET 1963, SET IN THE
 MN0483'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE
 MN0483'THE GROUND SURFACE.  IT IS 1.6 FEET EAST-NORTHEAST OF A METAL
 MN0483'WITNESS POST.
 MN0483'
 MN0483'TO REACH THE AZIMUTH MARK FROM JET 1963, GO EAST ACROSS GRASSY
 MN0483'AREA AND DOWN HILL TO AIRPORT RUNWAY, CROSS THE RUNWAY AND CONTINUE
 MN0483'EAST ACROSS OLD FIELD TO THE AZIMUTH MARK, A DISTANCE OF 0.3 MILE
 MN0483'DUE EAST OF THE STATION.
 MN0483'
 MN0483'NOTE--PERMISSION SHOULD BE OBTAINED FROM THE AIRPORT MANAGER TO
 MN0483'CROSS THE RUNWAY WHEN THE AZIMUTH MARK NEEDS TO BE USED.
 MN0483'
 MN0483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 MN0483'SOUTH-SOUTHWEST OF SIDNEY.
 MN0483
 MN0483                          STATION RECOVERY (2005)
 MN0483
 MN0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JR)
 MN0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0667 ***********************************************************************
 NP0667  DESIGNATION -  JIM
 NP0667  PID         -  NP0667
 NP0667  STATE/COUNTY-  NE/SHERIDAN
 NP0667  USGS QUAD   -  HAY SPRINGS SW (1960)
 NP0667
 NP0667                         *CURRENT SURVEY CONTROL
 NP0667  ___________________________________________________________________
 NP0667* NAD 83(1995)-  42 32 22.40340(N)    102 42 00.91045(W)     ADJUSTED  
 NP0667* NAVD 88     -      1187.5    (meters)    3896.     (feet)  VERTCON   
 NP0667  ___________________________________________________________________
 NP0667  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 NP0667  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 NP0667
 NP0667  HORZ ORDER  -  SECOND
 NP0667
 NP0667.The horizontal coordinates were established by classical geodetic methods
 NP0667.and adjusted by the National Geodetic Survey in August 1997..
 NP0667
 NP0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0667
 NP0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0667
 NP0667.The geoid height was determined by GEOID03.
 NP0667
 NP0667;                    North         East     Units Scale Factor Converg.
 NP0667;SPC NE       -   303,939.209   278,257.468   MT  0.99982157   -1 47 22.0
 NP0667;UTM  13      - 4,712,248.515   688,846.612   MT  1.00003879   +1 33 19.1
 NP0667
 NP0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0667!SPC NE       -   0.99981663  x   0.99982157  =   0.99963823
 NP0667!UTM  13      -   0.99981663  x   1.00003879  =   0.99985541
 NP0667
 NP0667:                Primary Azimuth Mark                     Grid Az
 NP0667:SPC NE       -  HAY SPRINGS TV STA KDUH TOWER            002 52 37.0
 NP0667:UTM  13      -  HAY SPRINGS TV STA KDUH TOWER            359 31 55.9
 NP0667
 NP0667|---------------------------------------------------------------------|
 NP0667| PID    Reference Object                     Distance      Geod. Az  |
 NP0667|                                                           dddmmss.s |
 NP0667| NP0669 HAY SPRINGS TV STA KDUH TOWER       APPROX.12.4 KM 0010515.0 |
 NP0667| CP9724 JIM RM 2                             16.925 METERS 17118     |
 NP0667| CP9723 JIM RM 1                             34.503 METERS 28806     |
 NP0667|---------------------------------------------------------------------|
 NP0667
 NP0667                          SUPERSEDED SURVEY CONTROL
 NP0667
 NP0667  NAD 83(1995)-  42 32 22.40284(N)    102 42 00.91102(W) AD(       ) 2
 NP0667  NAD 83(1986)-  42 32 22.39685(N)    102 42 00.90322(W) AD(       ) 2
 NP0667  NAD 27      -  42 32 22.50059(N)    102 41 59.21914(W) AD(       ) 2
 NP0667  NGVD 29 (07/19/86) 1187.0    (m)         3894.     (f) VERT ANG       
 NP0667
 NP0667.Superseded values are not recommended for survey control.
 NP0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0667.See file dsdata.txt to determine how the superseded data were derived.
 NP0667
 NP0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8884712249(NAD 83)
 NP0667_MARKER: DD = SURVEY DISK
 NP0667_SETTING: 0 = UNSPECIFIED SETTING
 NP0667
 NP0667  HISTORY     - Date     Condition        Report By
 NP0667  HISTORY     - 1968     MONUMENTED       USGS
 NP0667
 NP0667                          STATION DESCRIPTION
 NP0667
 NP0667'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0667'THE STATION IS ABOUT 10.0 MI SSW. OF HAY SPRINGS, NEAR THE CENTER
 NP0667'OF THE NW. QUARTER OF THE NE. QUARTER OF SEC. 34 ON KNOLL IN
 NP0667'PASTURELAND T. 30 N., R. 46 W.
 NP0667'
 NP0667'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 20 AND 87 S.,
 NP0667'GO S. ON STATE HWY. 87, 9.8 MI TO CROSSROADS, TURN RIGHT (W.)
 NP0667'GO 0.4 MI, TURN LEFT (S.) GO 0.15 MI ON TRAIL AND STATION ON
 NP0667'LEFT ON KNOLL IN PASTURELAND.
 NP0667'
 NP0667'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0667'COATED ROD.  CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0667'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET JIM 1968, STATION
 NP0667'IS 220 FT E. OF USGS WITNESS POST, STATION IS FLUSH WITH
 NP0667'THE GROUND.
 NP0667'
 NP0667'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0667'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0667'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  IT IS W. OF THE
 NP0667'STATION, 115 FT E. OF N.-S. FENCE, STAMPED JIM NO 1 1968, MARK
 NP0667'IS FLUSH WITH THE GROUND.
 NP0667'
 NP0667'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0667'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0667'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, IT IS S. OF THE
 NP0667'STATION, 225 FT E. OF N.-S. FENCE, STAMPED JIM NO 2 1968,
 NP0667'MARK IS FLUSH WITH THE GROUND.
 NP0667'
 NP0667'AZIMUTH MARK, KDUH TV TOWER, NEAR THE CENTER OF THE SE. QUARTER
 NP0667'OF THE NE. QUARTER OF SEC. 22, T. 31 N., R. 46 W.
 NP0667'
 NP0667'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0472 ***********************************************************************
 MN0472  DESIGNATION -  JOHNSON
 MN0472  PID         -  MN0472
 MN0472  STATE/COUNTY-  NE/CHEYENNE
 MN0472  USGS QUAD   -  SUNOL (1972)
 MN0472
 MN0472                         *CURRENT SURVEY CONTROL
 MN0472  ___________________________________________________________________
 MN0472* NAD 83(1995)-  41 13 01.87825(N)    102 46 58.07967(W)     ADJUSTED  
 MN0472* NAVD 88     -      1254.     (meters)    4114.     (feet)  SCALED    
 MN0472  ___________________________________________________________________
 MN0472  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 MN0472  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 MN0472
 MN0472  HORZ ORDER  -  SECOND
 MN0472
 MN0472.The horizontal coordinates were established by classical geodetic methods
 MN0472.and adjusted by the National Geodetic Survey in August 1997..
 MN0472
 MN0472.The orthometric height was scaled from a topographic map.
 MN0472
 MN0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0472
 MN0472.The geoid height was determined by GEOID03.
 MN0472
 MN0472;                    North         East     Units Scale Factor Converg.
 MN0472;SPC NE       -   157,397.334   266,755.856   MT  0.99967122   -1 50 39.0
 MN0472;UTM  13      - 4,565,237.720   685,862.676   MT  1.00002517   +1 27 40.9
 MN0472
 MN0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0472!SPC NE       -   0.99980653  x   0.99967122  =   0.99947781
 MN0472!UTM  13      -   0.99980653  x   1.00002517  =   0.99983170
 MN0472
 MN0472:                Primary Azimuth Mark                     Grid Az
 MN0472:SPC NE       -  JOHNSON AZ MK                            180 45 28.4
 MN0472:UTM  13      -  JOHNSON AZ MK                            177 27 08.5
 MN0472
 MN0472|---------------------------------------------------------------------|
 MN0472| PID    Reference Object                     Distance      Geod. Az  |
 MN0472|                                                           dddmmss.s |
 MN0472| CP8343 JOHNSON AZ MK                                      1785449.4 |
 MN0472| CP8344 JOHNSON RM 1                                       18434     |
 MN0472| CP8345 JOHNSON RM 2                                       27804     |
 MN0472|---------------------------------------------------------------------|
 MN0472
 MN0472                          SUPERSEDED SURVEY CONTROL
 MN0472
 MN0472  NAD 83(1995)-  41 13 01.87806(N)    102 46 58.07988(W) AD(       ) 2
 MN0472  NAD 83(1986)-  41 13 01.87313(N)    102 46 58.08058(W) AD(       ) 2
 MN0472  NAD 27      -  41 13 01.93050(N)    102 46 56.36880(W) AD(       ) 2
 MN0472
 MN0472.Superseded values are not recommended for survey control.
 MN0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0472.See file dsdata.txt to determine how the superseded data were derived.
 MN0472
 MN0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8586365238(NAD 83)
 MN0472_MARKER: DS = TRIANGULATION STATION DISK
 MN0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0472
 MN0472  HISTORY     - Date     Condition        Report By
 MN0472  HISTORY     - 1963     MONUMENTED       CGS
 MN0472
 MN0472                          STATION DESCRIPTION
 MN0472
 MN0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0472'THE STATION IS LOCATED 12 MILES NORTHEAST OF SIDNEY, 4-1/2
 MN0472'MILES NORTH-NORTHWEST OF SUNOL, IN THE NORTHEAST CORNER
 MN0472'OF AN ABANDONED FARM YARD, ON PROPERTY OWNED BY MR. CLYDE A.
 MN0472'JOHNSON.
 MN0472'
 MN0472'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0472'ON U.S. HIGHWAY 30 FOR 1.65 MILES TO THE JUNCTION OF U.S.
 MN0472'HIGHWAY 385.  CONTINUE STRAIGHT AHEAD AND GO EAST ON U.S. HIGHWAY
 MN0472'30 AND 385 FOR 4.8 MILES TO A CROSSROAD AT THE COLTON ELEVATOR.
 MN0472'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 3.3 MILES TO A SIDE
 MN0472'ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 MN0472'3.65 MILES TO A CROSSROAD AND A SCHOOL HOUSE ON THE LEFT.
 MN0472'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 1.0 MILE TO
 MN0472'A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRADED ROAD
 MN0472'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MN0472'CONTINUE STRAIGHT AHEAD ON THE GRADED ROAD FOR 0.45 MILE
 MN0472'TO THE STATION ON THE LEFT AS DESCRIBED.
 MN0472'
 MN0472'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0472'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0472'JOHNSON 1963.  IT IS 28 FEET WEST OF THE CENTER OF A TRACK
 MN0472'ROAD AND 12.3 FEET SOUTHEAST OF A METAL WITNESS POST.
 MN0472'
 MN0472'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0472'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0472'JOHNSON NO 1 1963.  IT IS 95-1/2 FEET SOUTH OF A METAL WITNESS
 MN0472'POST AND 33 FEET WEST OF THE CENTER OF A TRACK ROAD.
 MN0472'
 MN0472'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 MN0472'A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS
 MN0472'STAMPED JOHNSON NO 2 1963.  IT IS 72 FEET WEST OF A METAL
 MN0472'WITNESS POST AND 1 FOOT SOUTH OF AN OLD EAST-WEST FENCE LINE.
 MN0472'
 MN0472'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0472'12-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES AND IS
 MN0472'STAMPED JOHNSON 1963.  IT IS 30 FEET EAST OF THE CENTER OF
 MN0472'A GRADED ROAD, 1.7 FEET NORTH-NORTHEAST OF A METAL WITNESS
 MN0472'POST AND 1-1/2 FEET NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2093 ***********************************************************************
 MK2093  HT_MOD      -  This is a Height Modernization Survey Station.
 MK2093  DESIGNATION -  JOHNSON ET
 MK2093  PID         -  MK2093
 MK2093  STATE/COUNTY-  NE/LANCASTER
 MK2093  USGS QUAD   -  VALPARAISO SW (1969)
 MK2093
 MK2093                         *CURRENT SURVEY CONTROL
 MK2093  ___________________________________________________________________
 MK2093* NAD 83(1995)-  41 01 01.62210(N)    096 52 38.66036(W)     ADJUSTED  
 MK2093* NAVD 88     -       449.26   (meters)    1473.9    (feet)  GPS OBS   
 MK2093  ___________________________________________________________________
 MK2093  X           -    -577,132.117 (meters)                     COMP
 MK2093  Y           -  -4,784,983.234 (meters)                     COMP
 MK2093  Z           -   4,164,134.939 (meters)                     COMP
 MK2093  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 MK2093  ELLIP HEIGHT-         422.48  (meters)          (03/30/05) GPS OBS
 MK2093  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 MK2093
 MK2093  HORZ ORDER  -  B
 MK2093  ELLP ORDER  -  THIRD     CLASS I
 MK2093
 MK2093.The horizontal coordinates were established by GPS observations
 MK2093.and adjusted by the National Geodetic Survey in March 2005..
 MK2093
 MK2093.The orthometric height was determined by GPS observations and a
 MK2093.high-resolution geoid model using precise GPS observation and
 MK2093.processing techniques.
 MK2093
 MK2093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2093
 MK2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2093
 MK2093.The ellipsoidal height was determined by GPS observations
 MK2093.and is referenced to NAD 83.
 MK2093
 MK2093.The geoid height was determined by GEOID03.
 MK2093
 MK2093;                    North         East     Units Scale Factor Converg.
 MK2093;SPC NE       -   136,172.376   762,514.816   MT  0.99969474   +2 04 09.6
 MK2093;UTM  14      - 4,542,827.373   678,472.982   MT  0.99999205   +1 23 36.2
 MK2093
 MK2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2093!SPC NE       -   0.99993373  x   0.99969474  =   0.99962849
 MK2093!UTM  14      -   0.99993373  x   0.99999205  =   0.99992578
 MK2093
 MK2093|---------------------------------------------------------------------|
 MK2093| PID    Reference Object                     Distance      Geod. Az  |
 MK2093|                                                           dddmmss.s |
 MK2093| CL7191 JOHNSON RM 1                         16.660 METERS 00207     |
 MK2093| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.27.6 KM 1470740.1 |
 MK2093| CL7192 JOHNSON RM 2                         20.805 METERS 25233     |
 MK2093|---------------------------------------------------------------------|
 MK2093
 MK2093                          SUPERSEDED SURVEY CONTROL
 MK2093
 MK2093  NAD 83(1995)-  41 01 01.62467(N)    096 52 38.65792(W) AD(       ) 2
 MK2093  NAD 83(1986)-  41 01 01.63429(N)    096 52 38.65875(W) AD(       ) 2
 MK2093  NAD 27      -  41 01 01.60558(N)    096 52 37.55590(W) AD(       ) 2
 MK2093
 MK2093.Superseded values are not recommended for survey control.
 MK2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2093.See file dsdata.txt to determine how the superseded data were derived.
 MK2093
 MK2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7847342827(NAD 83)
 MK2093_MARKER: DD = SURVEY DISK
 MK2093_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MK2093_STAMPING: ET JOHNSON 1967
 MK2093_MARK LOGO: USGS  
 MK2093_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2093+SATELLITE: SATELLITE OBSERVATIONS - 2002
 MK2093
 MK2093  HISTORY     - Date     Condition        Report By
 MK2093  HISTORY     - 1967     MONUMENTED       USGS
 MK2093  HISTORY     - 1981     GOOD             LOCENG
 MK2093  HISTORY     - 19970721 GOOD             NGS
 MK2093  HISTORY     - 2002     GOOD             NEDR
 MK2093
 MK2093                          STATION DESCRIPTION
 MK2093
 MK2093'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2093'THE STATION IS LOCATED ABOUT 3.5 MI W. OF AGNEW, T. 12 N., R. 5
 MK2093'E., NEAR THE COR. SECS. 8, 9, 16 AND 17, 57 FT N. OF CENTER OF RD.,
 MK2093'23 FT N., 2 FT W. OF FENCE CORNER, 23 FT N. OF STANDARD USGS
 MK2093'WITNESS POST.
 MK2093'
 MK2093'TO REACH THE STATION FROM THE RR. CROSSING AT AGNEW GO W. ALONG
 MK2093'CO. RD. FOR 3.4 MI TO STATION ON RIGHT (N.) SIDE OF RD.
 MK2093'
 MK2093'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK2093'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2093'12 IN. LONG FILLED WITH CHAT TO WITHIN LIN. OF CAP.
 MK2093'
 MK2093'THE STATION IS STAMPED ET JOHNSON 1967.
 MK2093'
 MK2093'REFERENCE MARK NO. 1 IS N. OF STATION ON FENCE LINE, 111 FT N.
 MK2093'OF CENTER OF RD., 77 FT N. OF FENCE CORNER, STAMPED JOHNSON NO 1
 MK2093'1967
 MK2093'
 MK2093'REFERENCE MARK NO. 2 IS WSW. OF STATION, 67 FT W. OF FENCE
 MK2093'CORNER, 36 FT N.. OF CENTER OF RD., 17 FT W. OF CENTER OF FIELD
 MK2093'ENTRANCE N., 2 FT N. OF FENCE, STAMPED JOHNSON NO 2 1967.
 MK2093'
 MK2093'AZIMUTH MARK CAPITOL BUILDING IN LINCOLN.
 MK2093
 MK2093                          STATION RECOVERY (1981)
 MK2093
 MK2093'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 MK2093'ET JOHNSON 1967 RECOVERED GOOD.
 MK2093'
 MK2093'JOHNSON NO 1 1967
 MK2093'
 MK2093'JOHNSON NO 2 1967
 MK2093'
 MK2093'DESCRIPTION ADEQUATE.
 MK2093'
 MK2093'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MI W. OF AGNEW.
 MK2093
 MK2093                          STATION RECOVERY (1997)
 MK2093
 MK2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 MK2093'THE MARK WAS RECOVERED IN GOOD CONDITION AND WAS USED FOR GPS BY THE
 MK2093'NEBRASKA DEPARTMENT OF ROADS.  IT IS 3.4 MI (5.5 KM) WEST OF AGNEW AND
 MK2093'NEAR THE SECTION CORNER COMMON TO SECTIONS 8,9,16 AND 17 OF T12N, R5W.
 MK2093'THE PROPERTY OWNERS NAME WAS NOT ASCERTAINED THIS DATE.  TO REACH THE
 MK2093'MARK FROM THE RAILROAD CROSSING OF THE MAIN STREET IN AGNEW, GO WEST
 MK2093'ON A COUNTY ROAD FOR 3.4 MI (5.5 KM) TO THE MARK ON THE RIGHT, JUST
 MK2093'WEST OF A CROSSORAD.  IT IS 17.O M WEST FROM THE CENTERLINE OF A
 MK2093'COUNTY ROAD, 20.81 M (68.27 FT) EAST-NORTHEAST FROM A REFERENCE MARK
 MK2093'2, 12.75 M (41.83 FT) EAST-NORTHEAST FROM THE TOP OF THE EAST GATE
 MK2093'POST IN THE EAST-WEST R-O-W FENCE, 7.0 M (23.0 FT) NORTH OF A WITNESS
 MK2093'POST IN THE FENCE AND 0.6 M (2.0 FT) WEST OF A NORTH-SOUTH FENCE.
 MK2093
 MK2093                          STATION RECOVERY (2002)
 MK2093
 MK2093'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MK2093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1393 ***********************************************************************
 LF1393  DESIGNATION -  JOHNSON MUNICIPAL TANK
 LF1393  PID         -  LF1393
 LF1393  STATE/COUNTY-  NE/NEMAHA
 LF1393  USGS QUAD   -  BROCK (1966)
 LF1393
 LF1393                         *CURRENT SURVEY CONTROL
 LF1393  ___________________________________________________________________
 LF1393* NAD 83(1995)-  40 24 47.97264(N)    095 59 49.87529(W)     ADJUSTED  
 LF1393* NAVD 88     -                                                        
 LF1393  ___________________________________________________________________
 LF1393  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 LF1393  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LF1393
 LF1393  HORZ ORDER  -  THIRD
 LF1393
 LF1393.The horizontal coordinates were established by classical geodetic methods
 LF1393.and adjusted by the National Geodetic Survey in August 1997..
 LF1393
 LF1393
 LF1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1393
 LF1393.The geoid height was determined by GEOID03.
 LF1393
 LF1393;                    North         East     Units Scale Factor Converg.
 LF1393;SPC NE       -    72,259.461   839,569.603   MT  0.99983866   +2 39 09.5
 LF1393;UTM  15      - 4,477,948.288   245,691.469   MT  1.00039616   -1 56 38.8
 LF1393;UTM  14      - 4,477,964.506   754,785.863   MT  1.00039916   +1 56 51.9
 LF1393
 LF1393                          SUPERSEDED SURVEY CONTROL
 LF1393
 LF1393  NAD 83(1986)-  40 24 47.97930(N)    095 59 49.87019(W) AD(       ) 4
 LF1393  NAD 27      -  40 24 47.98100(N)    095 59 48.85700(W) AD(       ) 3
 LF1393
 LF1393.Superseded values are not recommended for survey control.
 LF1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1393.See file dsdata.txt to determine how the superseded data were derived.
 LF1393
 LF1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE4569177948(NAD 83)
 LF1393_MARKER: 53 = ELEVATED TANK
 LF1393
 LF1393  HISTORY     - Date     Condition        Report By
 LF1393  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1393  HISTORY     - 1947     GOOD             CGS
 LF1393
 LF1393                          STATION DESCRIPTION
 LF1393
 LF1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LF1393'THE TANK IS LOCATED AT THE NORTH EDGE OF THE TOWN OF
 LF1393'JOHNSON.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK
 LF1393'ON ITS TOP.  THE OVERALL HEIGHT ABOUT 100 FEET.  THE ENTIRE
 LF1393'STRUCTURE IS PAINTED SILVER, WITH THE LETTERS JOHNSON PAINTED IN
 LF1393'BLACK ON THE SOUTH SIDE OF THE TANK.  THE POINT OBSERVED UPON WAS
 LF1393'THE BALL AT THE APEX OF THE ROOF.
 LF1393'
 LF1393'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0385 ***********************************************************************
 NO0385  DESIGNATION -  JOHNSTOWN METH CHURCH CROSS
 NO0385  PID         -  NO0385
 NO0385  STATE/COUNTY-  NE/BROWN
 NO0385  USGS QUAD   -  JOHNSTOWN (1985)
 NO0385
 NO0385                         *CURRENT SURVEY CONTROL
 NO0385  ___________________________________________________________________
 NO0385* NAD 83(1995)-  42 34 22.35527(N)    100 03 24.75260(W)     ADJUSTED  
 NO0385* NAVD 88     -                                                        
 NO0385  ___________________________________________________________________
 NO0385  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 NO0385  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 NO0385
 NO0385  HORZ ORDER  -  THIRD
 NO0385
 NO0385.The horizontal coordinates were established by classical geodetic methods
 NO0385.and adjusted by the National Geodetic Survey in August 1997..
 NO0385
 NO0385
 NO0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0385
 NO0385.The geoid height was determined by GEOID03.
 NO0385
 NO0385;                    North         East     Units Scale Factor Converg.
 NO0385;SPC NE       -   304,178.433   495,331.088   MT  0.99983228   -0 02 15.7
 NO0385;UTM  14      - 4,713,926.478   413,261.098   MT  0.99969256   -0 42 54.2
 NO0385
 NO0385                          SUPERSEDED SURVEY CONTROL
 NO0385
 NO0385  NAD 83(1986)-  42 34 22.36279(N)    100 03 24.76436(W) AD(       ) 4
 NO0385  NAD 27      -  42 34 22.36200(N)    100 03 23.31100(W) AD(       ) 3
 NO0385
 NO0385.Superseded values are not recommended for survey control.
 NO0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0385.See file dsdata.txt to determine how the superseded data were derived.
 NO0385
 NO0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1326113926(NAD 83)
 NO0385_MARKER: 91 = CHURCH CROSS
 NO0385
 NO0385  HISTORY     - Date     Condition        Report By
 NO0385  HISTORY     - 1949     FIRST OBSERVED   CGS
 NO0385
 NO0385                          STATION DESCRIPTION
 NO0385
 NO0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0385'THE CHURCH IS LOCATED AT THE NORTH EDGE OF JOHNSTOWN, 0.15
 NO0385'OF A MILE NORTH OF U.S. HIGHWAY NO. 20 AND 100.0 FEET WEST
 NO0385'OF THE CENTER OF A NORTH-SOUTH STREET.
 NO0385'
 NO0385'IT IS A WHITE CHURCH WITH A BELL-TOWER IN THE SOUTHWEST CORNER
 NO0385'OF THE BUILDING AND HAS A CROSS AT THE APEX OF THE ROOF.  THE
 NO0385'POINT OBSERVED UPON WAS THE CROSS AT THE APEX OF THE ROOF.
 NO0385'THE OVERALL HEIGHT IS ABOUT 65 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1425 ***********************************************************************
 LF1425  DESIGNATION -  JONES
 LF1425  PID         -  LF1425
 LF1425  STATE/COUNTY-  NE/CASS
 LF1425  USGS QUAD   -  MC PAUL (1984)
 LF1425
 LF1425                         *CURRENT SURVEY CONTROL
 LF1425  ___________________________________________________________________
 LF1425* NAD 83(1995)-  40 49 09.32596(N)    095 52 04.66152(W)     ADJUSTED  
 LF1425* NAVD 88     -       350.85   (+/-2cm)    1151.1    (feet)  VERTCON   
 LF1425  ___________________________________________________________________
 LF1425  LAPLACE CORR-         -11.28  (seconds)                    DEFLEC99
 LF1425  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 LF1425
 LF1425  HORZ ORDER  -  SECOND
 LF1425  VERT ORDER  -  THIRD ? (See Below)
 LF1425
 LF1425.The horizontal coordinates were established by classical geodetic methods
 LF1425.and adjusted by the National Geodetic Survey in August 1997..
 LF1425
 LF1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF1425.The vertical order pertains to the NGVD 29 superseded value.
 LF1425
 LF1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1425
 LF1425.The geoid height was determined by GEOID03.
 LF1425
 LF1425;                    North         East     Units Scale Factor Converg.
 LF1425;SPC NE       -   117,791.089   848,370.941   MT  0.99972986   +2 44 17.8
 LF1425;SPC IA S     -    93,696.034   300,258.458   MT  0.99997042   -1 33 35.2
 LF1425;UTM  15      - 4,522,652.027   258,127.481   MT  1.00032012   -1 52 32.2
 LF1425
 LF1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1425!SPC NE       -   0.99994942  x   0.99972986  =   0.99967929
 LF1425!SPC IA S     -   0.99994942  x   0.99997042  =   0.99991984
 LF1425!UTM  15      -   0.99994942  x   1.00032012  =   1.00026952
 LF1425
 LF1425|---------------------------------------------------------------------|
 LF1425| PID    Reference Object                     Distance      Geod. Az  |
 LF1425|                                                           dddmmss.s |
 LF1425| CL7200 JONES RM 1                            5.519 METERS 00354     |
 LF1425| CL7201 JONES RM 2                            5.048 METERS 18305     |
 LF1425| CL7199 JONES AZ MK                                        2003307.3 |
 LF1425|---------------------------------------------------------------------|
 LF1425
 LF1425                          SUPERSEDED SURVEY CONTROL
 LF1425
 LF1425  NAD 83(1986)-  40 49 09.33410(N)    095 52 04.65715(W) AD(       ) 2
 LF1425  NAD 27      -  40 49 09.33700(N)    095 52 03.63300(W) AD(       ) 2
 LF1425  NGVD 29 (07/19/86)  350.75   (m)         1150.8    (f) LEVELING    3  
 LF1425
 LF1425.Superseded values are not recommended for survey control.
 LF1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1425.See file dsdata.txt to determine how the superseded data were derived.
 LF1425
 LF1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5812722652(NAD 83)
 LF1425_MARKER: P = PIPE CAP
 LF1425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF1425
 LF1425  HISTORY     - Date     Condition        Report By
 LF1425  HISTORY     - 1947     MONUMENTED       MORC
 LF1425  HISTORY     - 1977     MARK NOT FOUND   NGS
 LF1425  HISTORY     - 1980     MARK NOT FOUND   NGS
 LF1425
 LF1425                          STATION DESCRIPTION
 LF1425
 LF1425'DESCRIBED BY MISSOURI RIVER COMMISSION 1947 (GLS)
 LF1425'STATION IS ABOUT 3 MILES EAST OF UNION AND 1 MILE WEST OF THE
 LF1425'MISSOURI RIVER IN A CULTIVATED FIELD ON THE HIGHEST POINT IN
 LF1425'THE VICINITY.  STATION MARK IS A 4 INCH PIPE WITH A CAP HAVING
 LF1425'MISSOURI RIVER COMMISION CAST ON ITS FACE AND IS FLUSH WITH
 LF1425'THE GROUND.
 LF1425'
 LF1425'REFERENCE MARK NO. 1 IS 18.11 FEET NORTH OF STATION.  THE MARK
 LF1425'IS SET IN A 6 INCH PIPE FILLED WITH CONCRETE, PROJECTS ABOUT
 LF1425'4 INCHES AND THE DISK IS STAMPED JONES M.R.C. NO 1 1947.
 LF1425'
 LF1425'REFERENCE MARK NO. 2 IS 16.56 FEET SOUTH OF STATION.  THE MARK
 LF1425'IS SET IN A 6 INCH PIPE FILLED WITH CONCRETE, PROJECTS ABOUT
 LF1425'6 INCHES AND THE DISK IS STAMPED JONES M.R.C. NO 2 1947.
 LF1425'
 LF1425'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTHWEST OF STATION, 22
 LF1425'FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD, 3 FEET NORTH OF
 LF1425'WITNESS POST AND 0.5 FOOT EAST OF FENCE.  THE MARK PROJECST
 LF1425'ABOUT 4 INCHES AND THE DISK IS STAMPED JONES M.R.C. 1947.
 LF1425'
 LF1425'TO REACH STATION FROM THE POST OFFICE IN UNION GO EAST ON U.S.
 LF1425'HIGHWAY NO. 34 FOR 0.57 MILE TO JUNCTION WITH U.S. HIGHWAY NOS.
 LF1425'73 AND 75.  CONTINUE EAST ON GRAVEL ROAD FOR 2.0 MILES TO CROSS
 LF1425'ROAD.  TURN LEFT AND GO NORTH FOR 0.25 MILE TO WIRE GATE ON
 LF1425'RIGHT OR EAST SIDE OF ROAD.  GO EAST PASSING THROUGH GATE FOR
 LF1425'0.25 MILE TO END OF TRUCK TRAVEL.  PACK NORTH THROUGH CULTIVATED
 LF1425'FIELD FOR APPROXIMATELY 300 YARDS TO STATION ON HIGHEST POINT
 LF1425'IN FIELD.
 LF1425'
 LF1425'TO REACH AZIMUTH FROM STATION PACK SOUTH APPROXIMATELY 300 YARDS
 LF1425'TO TRACK ROAD.  GO WEST FOR 0.25 MILE TO GATE AND ROAD.  TURN LEFT
 LF1425'AND GO SOUTH FOR 0.25 MILE TO CROSS ROAD AND CONTINUE SOUTH
 LF1425'FOR 0.4 MILE TO AZIMUTH ON RIGHT OR WEST SIDE OF ROAD AS
 LF1425'DESCRIBED.
 LF1425'
 LF1425'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LF1425
 LF1425                          STATION RECOVERY (1977)
 LF1425
 LF1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LF1425'THIS STATION CAN BE LISTED AS DESTROYED, ALL MARKS WERE SEARCHED FOR
 LF1425'AND NOT FOUND.  THE FARMER THAT FARMS THE LAND WAS VISITED AND HE
 LF1425'STATED THAT THE AREA HAD BEEN TERRACED AND WHEN HE STARTED FARMING
 LF1425'THE LAND ABOUT 5 YEARS AGO HE HIT A ROCK WITH HIS PLOW AND REMOVED
 LF1425'THE ROCK FROM THE FIELD AND HE DID NOT SEE OR HIT PIPE MARKERS.
 LF1425'THE AZIMUTH MARK HAD BEEN DESTROYED BY ROAD IMPROVEMENT.
 LF1425'
 LF1425'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.0 MILES
 LF1425'EAST OF UNION.
 LF1425
 LF1425                          STATION RECOVERY (1980)
 LF1425
 LF1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1425'A LENGTHY SEARCH PRODUCED NO EVIDENCE OF THE STATION MARKS, REFERENCE
 LF1425'MARKS OR THE AZIMUTH MARK.  AN INTERVIEW WITH THE INDIVIDUAL WHO
 LF1425'FARMS THE STATION SITE PRODUCED NO INFORMATION, HOWEVER, STATE
 LF1425'DEPARTMENT OF ROADS PERSONNEL STATED THE FARMER TOLD THEM HE HAD
 LF1425'REMOVED THE MARKS THAT WERE IN THE FIELD.  MEASUREMENTS PLACE THE
 LF1425'SITE OF THE AZIMUTH MARK IN A ROAD DRAINAGE DITCH.  ALL MARKS HAVE
 LF1425'PROBABLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1132 ***********************************************************************
 LG1132  DESIGNATION -  JORDAN
 LG1132  PID         -  LG1132
 LG1132  STATE/COUNTY-  NE/LANCASTER
 LG1132  USGS QUAD   -  DAVEY (1972)
 LG1132
 LG1132                         *CURRENT SURVEY CONTROL
 LG1132  ___________________________________________________________________
 LG1132* NAD 83(1995)-  40 56 36.97624(N)    096 38 48.35540(W)     ADJUSTED  
 LG1132* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 LG1132  ___________________________________________________________________
 LG1132  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 LG1132  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 LG1132
 LG1132  HORZ ORDER  -  SECOND
 LG1132
 LG1132.The horizontal coordinates were established by classical geodetic methods
 LG1132.and adjusted by the National Geodetic Survey in August 1997..
 LG1132
 LG1132.The orthometric height was scaled from a topographic map.
 LG1132
 LG1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1132
 LG1132.The geoid height was determined by GEOID03.
 LG1132
 LG1132;                    North         East     Units Scale Factor Converg.
 LG1132;SPC NE       -   128,743.256   782,211.685   MT  0.99970641   +2 13 19.8
 LG1132;UTM  14      - 4,535,163.218   698,087.196   MT  1.00008297   +1 32 33.4
 LG1132
 LG1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1132!SPC NE       -   0.99994103  x   0.99970641  =   0.99964746
 LG1132!UTM  14      -   0.99994103  x   1.00008297  =   1.00002400
 LG1132
 LG1132:                Primary Azimuth Mark                     Grid Az
 LG1132:SPC NE       -  LINCOLN ST CAPITOL BLDG DOME             194 18 32.0
 LG1132:UTM  14      -  LINCOLN ST CAPITOL BLDG DOME             194 59 18.4
 LG1132
 LG1132|---------------------------------------------------------------------|
 LG1132| PID    Reference Object                     Distance      Geod. Az  |
 LG1132|                                                           dddmmss.s |
 LG1132| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.15.7 KM 1963151.8 |
 LG1132| CL7202 JORDAN RM 1                           7.100 METERS 27305     |
 LG1132| CL7203 JORDAN RM 2                          21.058 METERS 34318     |
 LG1132|---------------------------------------------------------------------|
 LG1132
 LG1132                          SUPERSEDED SURVEY CONTROL
 LG1132
 LG1132  NAD 83(1986)-  40 56 36.98701(N)    096 38 48.35731(W) AD(       ) 2
 LG1132  NAD 27      -  40 56 36.97123(N)    096 38 47.28575(W) AD(       ) 2
 LG1132
 LG1132.Superseded values are not recommended for survey control.
 LG1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1132.See file dsdata.txt to determine how the superseded data were derived.
 LG1132
 LG1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9808735163(NAD 83)
 LG1132_MARKER: DS = TRIANGULATION STATION DISK
 LG1132_SETTING: 0 = UNSPECIFIED SETTING
 LG1132
 LG1132  HISTORY     - Date     Condition        Report By
 LG1132  HISTORY     - 1967     MONUMENTED       CGS
 LG1132  HISTORY     - 20010206 POOR             INDIV
 LG1132
 LG1132                          STATION DESCRIPTION
 LG1132
 LG1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (FJH)
 LG1132'THE STATION IS ABOUT 19.0 MI S. OF WAHOO, T. 11 N., R. 7 E., NEAR
 LG1132'THE COR. OF SECS. 4, 5, 8 AND 9, 31 FT S. AND 39 FT E. OF CENTER
 LG1132'FIELD RD. S.
 LG1132'
 LG1132'TO REACH THE STATION FORM THE POST OFFICE IN WAHOO, GO W 0.2
 LG1132'MI ALONG 6TH ST. TO HWYS. 77 AND 92 AND 30A, TURN LEFT (S.) AND
 LG1132'GO ALONG HWY. FOR 0.5 MI TO HWY. JCT. CONTINUE STRAIGHT AHEAD
 LG1132'ALONG HWY. 77 FOR 18.6 MI TO CROSSROADS, TURN RIGHT (W.) AND GO
 LG1132'0.2 MI TO STATION ON LEFT (S.) SIDE RD.
 LG1132'
 LG1132'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 LG1132'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12
 LG1132'IN. LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 LG1132'
 LG1132'THE STATION MARK IS STAMPED ET JORDAN 1967.
 LG1132'
 LG1132'REFERENCE MARK 1 IS W. OF THE STATION, 30 FT S., 16 FT E. OF
 LG1132'CENTER FIELD RD. S., STAMPED JORDAN NO 1 1967.
 LG1132'
 LG1132'REFERENCE MARK 2 IS N. OF THE STATION, 35 FT N., 18 FT E. OF
 LG1132'CENTER FIELD RD. S., 2 FT S. OF TELEPHONE POLE, STAMPED JORDAN
 LG1132'NO 2 1967.
 LG1132'
 LG1132'AZIMUTH MARK - NONE SET.
 LG1132'
 LG1132'REFERENCE AZIMUTH TO STATE CAPITOL DOME IN LINCOLN.
 LG1132'
 LG1132'DISTANCE RM 1 TO RM 2 = 64.97 FT. OR 19.801 M.
 LG1132
 LG1132                          STATION RECOVERY (2001)
 LG1132
 LG1132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLB)
 LG1132'MARK IN BAD SHAPE.  COPPER ROD REMAINS BUT THE CAP IS MISSING. FOUND
 LG1132'POINT 0.5 FT WEST OF WITNESS POST  33 FT SO OF CENTERLINE OF ROAD. 43
 LG1132'FT EAST OF SOUTH DRIVEWAY NORTH 2 FT OF EDGE OF CEDAR TREE MASS AND
 LG1132'0.2 MILES EAST OF INTERSECTION HWY 77 AND MILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0750 ***********************************************************************
 NN0750  DESIGNATION -  JOSIE
 NN0750  PID         -  NN0750
 NN0750  STATE/COUNTY-  NE/ROCK
 NN0750  USGS QUAD   -  BRUNER LAKE (1981)
 NN0750
 NN0750                         *CURRENT SURVEY CONTROL
 NN0750  ___________________________________________________________________
 NN0750* NAD 83(1995)-  42 11 15.19567(N)    099 14 44.95634(W)     ADJUSTED  
 NN0750* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 NN0750  ___________________________________________________________________
 NN0750  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 NN0750  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 NN0750
 NN0750  HORZ ORDER  -  FIRST
 NN0750
 NN0750.The horizontal coordinates were established by classical geodetic methods
 NN0750.and adjusted by the National Geodetic Survey in August 1997..
 NN0750
 NN0750.The orthometric height was scaled from a topographic map.
 NN0750
 NN0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0750
 NN0750.The geoid height was determined by GEOID03.
 NN0750
 NN0750;                    North         East     Units Scale Factor Converg.
 NN0750;SPC NE       -   261,656.251   562,282.814   MT  0.99972934   +0 29 59.3
 NN0750;UTM  14      - 4,670,629.754   479,701.558   MT  0.99960507   -0 09 54.3
 NN0750
 NN0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0750!SPC NE       -   0.99988409  x   0.99972934  =   0.99961346
 NN0750!UTM  14      -   0.99988409  x   0.99960507  =   0.99948920
 NN0750
 NN0750|---------------------------------------------------------------------|
 NN0750| PID    Reference Object                     Distance      Geod. Az  |
 NN0750|                                                           dddmmss.s |
 NN0750| CO3804 JOSIE RM 1                                         04133     |
 NN0750| CO3805 JOSIE RM 2                                         07901     |
 NN0750| CO3803 JOSIE AZ MK                                        1144651.2 |
 NN0750|---------------------------------------------------------------------|
 NN0750
 NN0750                          SUPERSEDED SURVEY CONTROL
 NN0750
 NN0750  NAD 83(1986)-  42 11 15.20021(N)    099 14 44.96673(W) AD(       ) 1
 NN0750  NAD 27      -  42 11 15.19200(N)    099 14 43.57300(W) AD(       ) 1
 NN0750
 NN0750.Superseded values are not recommended for survey control.
 NN0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0750.See file dsdata.txt to determine how the superseded data were derived.
 NN0750
 NN0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM7970270630(NAD 83)
 NN0750_MARKER: DS = TRIANGULATION STATION DISK
 NN0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0750
 NN0750  HISTORY     - Date     Condition        Report By
 NN0750  HISTORY     - 1949     MONUMENTED       CGS
 NN0750
 NN0750                          STATION DESCRIPTION
 NN0750
 NN0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0750'THE STATION IS LOCATED ABOUT 13.0 MILES EAST OF THE ROSE POST
 NN0750'OFFICE AND 19.0 MILES WEST OF AMELIA ON LAND OWNED BY THE STATE
 NN0750'OF NEBRASKA AND LEASED BY MR. E.H. WININGS.  IT IS ON THE HIGHEST
 NN0750'SAND HILL IN THE VICINITY WITH LARGE SAND BLOWOUT ON THE WEST
 NN0750'SIDE OF THE HILL AND 4 FEET NORTHWEST OF WITNESS POST.  IT IS
 NN0750'STAMPED JOSIE 1949 AND SET FLUSH WITH THE SURFACE OF THE
 NN0750'GROUND.
 NN0750'
 NN0750'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, ON THE
 NN0750'NORTHEAST SLOPE OF THE HILL AND ABOUT 15 FEET LOWER THAN THE
 NN0750'STATION.  IT IS STAMPED JOSIE NO 1 1949 AND PROJECTS 4 INCHES.
 NN0750'
 NN0750'REFERENCE MARK NO. 2 IS EAST-NORTHEAST OF THE STATION, ON THE
 NN0750'EAST SLOPE OF THE HILL AND ABOUT 25 FEET LOWER THAN THE STATION.
 NN0750'IT IS STAMPED JOSIE NO 2 1949 AND PROJECTS 4 INCHES.
 NN0750'
 NN0750'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 18 FEET
 NN0750'NORTH OF THE CENTER OF A TRACK ROAD, 9 FEET NORTH OF THE NORTH
 NN0750'END OF GATE AND 2 FEET SOUTH OF WITNESS POST.  IT IS STAMPED
 NN0750'JOSIE 1949 AND PROJECTS 3 INCHES.
 NN0750'
 NN0750'TO REACH THE STATION FROM THE EAST SIDE OF THE SQUARE IN
 NN0750'BURWELL, GO EAST FOR 0.4 MILE TO THE JUNCTION WITH STATE HIGHWAY
 NN0750'11, TURN LEFT AND GO NORTH FOR 21.8 MILES TO T-ROAD LEFT AT
 NN0750'STORE IN NORTHWEST ANGLE, CONTINUE NORTH ON STATE HIGHWAY
 NN0750'11 FOR 6.45 MILES TO T-ROAD LEFT, TURN LEFT AND GO WEST ON SAND
 NN0750'ROAD FOR 4.15 MILES TO T-INTERSECTION WITH SCHOOL IN NORTHEAST
 NN0750'ANGLE, TURN RIGHT AND GO NORTH AND WEST FOR 0.3 MILE TO FORK,
 NN0750'TAKE LEFT FORK AND CONTINUE WEST FOR 0.4 MILE TO CATTLE GUARD,
 NN0750'CONTINUE WEST AND SOUTHWEST FOR 0.6 MILE TO CATTLE GUARD JUST
 NN0750'SOUTHWEST OF RANCH HOUSE, CONTINUE WESTERLY ON MAIN ROAD FOR
 NN0750'0.6 MILE TO CATTLE GUARD, CONTINUE NORTHWEST AND WEST ON
 NN0750'MAIN ROAD FOR 0.7 MILE TO CATTLE GUARD ON THE RIGHT, TURN
 NN0750'SHARP RIGHT AND CROSS CATTLE GUARD WITH HIGH POST ON BOTH
 NN0750'SIDES AND GO NORTH ON TRACK ROAD FOR 0.3 MILE TO CATTLE
 NN0750'GUARD, CONTINUE WESTERLY ON TRACK ROAD FOR 0.2 MILE TO
 NN0750'RANCH HOUSE ON THE RIGHT, CONTINUE WEST ON TRACK ROAD FOR
 NN0750'0.25 MILE TO CATTLE GUARD, CROSS GUARD AND TAKE LEFT FORK
 NN0750'WESTERLY FOR 0.3 MILE TO CATTLE GUARD AND GATE, CONTINUE
 NN0750'WESTERLY ON MAIN TRACK ROAD FOR 0.55 MILE TO CATTLE GUARD
 NN0750'SOUTHWEST OF RANCH HOUSE, CROSS GUARD AND GO WESTERLY
 NN0750'ON TRACK ROAD FOR 0.85 MILE TO CATTLE GUARD, CONTINUE
 NN0750'WEST FOR 0.15 MILE TO RANCH HOUSE ON THE RIGHT, CONTINUE
 NN0750'WEST ON TRACK ROAD FOR 0.4 MILE TO CATTLE GUARD, CONTINUE
 NN0750'WEST ON TRACK ROAD ALONG NORTH SIDE OF FENCE FOR 1.05 MILES
 NN0750'TO GATE, GO THROUGH GATE AND GO NORTH ON A FENCED ROAD FOR 0.2 MILE
 NN0750'TO A CATTLE GUARD, CONTINUE NORTHERLY ON TRACK ROAD FOR 0.5 MILE TO
 NN0750'A CATTLE GUARD, CONTINUE NORTHERLY ON TRACK ROAD FOR 0.75
 NN0750'MILE TO WINDMILL ON THE LEFT, CONTINUE NORTH ON TRACK ROAD
 NN0750'FOR 1.0 MILE TO FORKS, TAKE LEFT FORK ON DIM TRACK ROAD AND
 NN0750'GO NORTHERLY FOR 0.15 TO INTERSECTION WITH TRACK ROAD JUST
 NN0750'AFTER PASSING THROUGH FENCE, TURN LEFT AND FOLLOW TRACK ROAD
 NN0750'WEST AND NORTH FOR 0.3 MILE TO A WIRE GATE JUST SOUTHEAST
 NN0750'OF DESERETED RANCH HOUSE, GO THROUGH GATE AND TURN SHARP
 NN0750'LEFT FOR 0.15 MILE TO GATE AND AZIMUTH MARK JUST NORTH AS
 NN0750'DESCRIBED, CONTINUE WEST ON DIM TRACK ROAD FOR 0.4 MILE, TURN
 NN0750'RIGHT AND GO NORTH AND WEST ALONG RIDGE TO HIGHEST POINT OF
 NN0750'HILL AND STATION AS DESCRIBED.
 NN0750'
 NN0750'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET.
 NN0750'
 NN0750'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET.
 NN0750'
 NN0750'A 4 FOOT SIGNAL AT STATION KOLA IS VISIBLE AT 4 FEET.
 NN0750'
 NN0750'A 4 FOOT SIGNAL AT STATION GRANT IS VISIBLE AT 4 FEET.
 NN0750'
 NN0750'A 4 FOOT SIGNAL AT STATION LOUP IS VISIBLE AT 4 FEET.
 NN0750'
 NN0750'A 4 FOOT SIGNAL AT STATION ROSE HILL IS VISIBLE AT 4 FEET.
 NN0750'
 NN0750'A 74 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 4 FEET.
 NN0750'
 NN0750'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1513 ***********************************************************************
 LH1513  DESIGNATION -  JOSSELYN 2
 LH1513  PID         -  LH1513
 LH1513  STATE/COUNTY-  NE/DAWSON
 LH1513  USGS QUAD   -  LEXINGTON EAST (1983)
 LH1513
 LH1513                         *CURRENT SURVEY CONTROL
 LH1513  ___________________________________________________________________
 LH1513* NAD 83(1986)-  40 45 27.     (N)    099 39 19.     (W)     SCALED    
 LH1513* NAVD 88     -       718.57   (meters)    2357.5    (feet)  RESET     
 LH1513  ___________________________________________________________________
 LH1513  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 LH1513
 LH1513  VERT ORDER  -  THIRD
 LH1513
 LH1513.The horizontal coordinates were scaled from a topographic map and have
 LH1513.an estimated accuracy of +/- 6 seconds.
 LH1513
 LH1513.The orthometric height was computed from unverified reset data.
 LH1513.No vertical observational check was made to the station.
 LH1513
 LH1513.The geoid height was determined by GEOID03.
 LH1513
 LH1513;                    North         East    Units  Estimated Accuracy
 LH1513;SPC NE       -   102,670.      529,100.      MT  (+/- 180 meters Scaled)
 LH1513
 LH1513                          SUPERSEDED SURVEY CONTROL
 LH1513
 LH1513  NGVD 29 (08/02/06)  718.30   (m)         2356.6    (f) RESET       3  
 LH1513
 LH1513.Superseded values are not recommended for survey control.
 LH1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1513.See file dsdata.txt to determine how the superseded data were derived.
 LH1513
 LH1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML446120(NAD 83)
 LH1513_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1513_SP_SET: CONCRETE POST
 LH1513_STAMPING: JOSSELYN 2 1992
 LH1513_MARK LOGO: NGS   
 LH1513_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LH1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1513+STABILITY: SURFACE MOTION
 LH1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1513+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LH1513
 LH1513  HISTORY     - Date     Condition        Report By
 LH1513  HISTORY     - 1992     MONUMENTED       NGS
 LH1513
 LH1513                          STATION DESCRIPTION
 LH1513
 LH1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LH1513'ABOUT 10.06 KM (6.25 MI) WEST-NORTHWEST FROM OVERTON, 7.4 KM (4.6 MI)
 LH1513'EAST-SOUTHEAST FROM LEXINGTON AND ON THE NORTH RIGHT-OF-WAY OF U.S.
 LH1513'HIGHWAY 30, IN THE EXTREME NORTHEAST CORNER OF SEC 13, T9N, R20W AND
 LH1513'NEAR THE COMMON CORNER TO SEC7, 12, 13 AND 18.  FROM THE JUNCTION OF
 LH1513'U.S. HIGHWAYS 30 AND 283, IN LEXINGTON, GO EAST-SOUTHEAST ON HIGHWAY
 LH1513'30 FOR 7.4 KM (4.6 MI) TO THE STATION ON THE LEFT, AT THE ENTRANCE
 LH1513'DRIVE TO A SMALL TRUCKING FIRM.  THE SURFACE DISK IS SET INTO THE TOP
 LH1513'OF A ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 LH1513'SURFACE.  THE UNDERGROUND DISK IS SET INTO AN IRREGULAR MASS OF
 LH1513'CONCRETE 3 FT (0.9 M) BELOW THE GROUND SURFACE.  THE MARKS ARE 77.5
 LH1513'FT (23.6 M) WEST FROM THE CENTERLINE OF THE ENTRANCE ROAD, 66.0 FT
 LH1513'(20.1 M) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 21.23 FT (6.47 M)
 LH1513'WEST FROM REFERENCE MARK 5, 20.44 FT (6.23 M) EAST FROM REFERENCE
 LH1513'MARK 4, 3.1 FT (0.9 M) EAST FROM A WITNESS POST, 2.4 FT (0.7 M) WEST
 LH1513'FROM ANOTHER WITNESS POST AND 2.0 FT (0.6 M) SOUTH FROM THE NORTH
 LH1513'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1514 ***********************************************************************
 LH1514  DESIGNATION -  JOSSELYN 2 RM 4
 LH1514  PID         -  LH1514
 LH1514  STATE/COUNTY-  NE/DAWSON
 LH1514  USGS QUAD   -  LEXINGTON EAST (1983)
 LH1514
 LH1514                         *CURRENT SURVEY CONTROL
 LH1514  ___________________________________________________________________
 LH1514* NAD 83(1986)-  40 45 27.     (N)    099 39 19.     (W)     SCALED    
 LH1514* NAVD 88     -       718.54   (meters)    2357.4    (feet)  RESET     
 LH1514  ___________________________________________________________________
 LH1514  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 LH1514
 LH1514  VERT ORDER  -  THIRD
 LH1514
 LH1514.The horizontal coordinates were scaled from a topographic map and have
 LH1514.an estimated accuracy of +/- 6 seconds.
 LH1514
 LH1514.The orthometric height was computed from unverified reset data.
 LH1514.No vertical observational check was made to the station.
 LH1514
 LH1514.The geoid height was determined by GEOID03.
 LH1514
 LH1514;                    North         East    Units  Estimated Accuracy
 LH1514;SPC NE       -   102,670.      529,100.      MT  (+/- 180 meters Scaled)
 LH1514
 LH1514                          SUPERSEDED SURVEY CONTROL
 LH1514
 LH1514  NGVD 29 (08/02/06)  718.27   (m)         2356.5    (f) RESET       3  
 LH1514
 LH1514.Superseded values are not recommended for survey control.
 LH1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1514.See file dsdata.txt to determine how the superseded data were derived.
 LH1514
 LH1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML446120(NAD 83)
 LH1514_MARKER: DR = REFERENCE MARK DISK
 LH1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1514_SP_SET: CONCRETE POST
 LH1514_STAMPING: JOSSELYN 2 NO 4 1992
 LH1514_MARK LOGO: NGS   
 LH1514_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LH1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1514+STABILITY: SURFACE MOTION
 LH1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1514+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LH1514
 LH1514  HISTORY     - Date     Condition        Report By
 LH1514  HISTORY     - 1992     MONUMENTED       NGS
 LH1514
 LH1514                          STATION DESCRIPTION
 LH1514
 LH1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LH1514'ABOUT 10.06 KM (6.25 MI) WEST-NORTHWEST FROM OVERTON, 7.4 KM (4.6 MI)
 LH1514'EAST-SOUTHEAST FROM LEXINGTON AND ON THE NORTH RIGHT-OF-WAY OF U.S.
 LH1514'HIGHWAY 30, IN THE EXTREME NORTHEAST CORNER OF SEC13, T9N, R20W AND
 LH1514'NEAR THE COMMON CORNER TO SEC7, 12, 13 AND 18.  FROM THE JUNCTION OF
 LH1514'U.S. HIGHWAYS 30 AND 283, IN LEXINGTON, GO EAST-SOUTHEAST ON HIGHWAY
 LH1514'30 FOR 7.4 KM (4.6 MI) TO THE STATION ON THE LEFT, AT THE ENTRANCE
 LH1514'DRIVE TO A SMALL TRUCKING FIRM.  THE DISK IS SET INTO THE TOP OF A
 LH1514'ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 LH1514'SURFACE.  IT IS 98.0 FT (29.9 M) WEST FROM THE CENTERLINE OF THE
 LH1514'ENTRANCE ROAD, 67.0 FT (20.4 M) NORTH FROM THE CENTERLINE OF THE
 LH1514'HIGHWAY, 20.44 FT (6.23 M) WEST FROM THE STATION MARKER, 1.5 FT (0.5
 LH1514'M) EAST FROM A WITNESS POST AND 1.2 FT (0.4 M) SOUTH FROM THE NORTH
 LH1514'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1515 ***********************************************************************
 LH1515  DESIGNATION -  JOSSELYN 2 RM 5
 LH1515  PID         -  LH1515
 LH1515  STATE/COUNTY-  NE/DAWSON
 LH1515  USGS QUAD   -  LEXINGTON EAST (1983)
 LH1515
 LH1515                         *CURRENT SURVEY CONTROL
 LH1515  ___________________________________________________________________
 LH1515* NAD 83(1986)-  40 45 27.     (N)    099 39 19.     (W)     SCALED    
 LH1515* NAVD 88     -       718.64   (meters)    2357.7    (feet)  RESET     
 LH1515  ___________________________________________________________________
 LH1515  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 LH1515
 LH1515  VERT ORDER  -  THIRD
 LH1515
 LH1515.The horizontal coordinates were scaled from a topographic map and have
 LH1515.an estimated accuracy of +/- 6 seconds.
 LH1515
 LH1515.The orthometric height was computed from unverified reset data.
 LH1515.No vertical observational check was made to the station.
 LH1515
 LH1515.The geoid height was determined by GEOID03.
 LH1515
 LH1515;                    North         East    Units  Estimated Accuracy
 LH1515;SPC NE       -   102,670.      529,100.      MT  (+/- 180 meters Scaled)
 LH1515
 LH1515                          SUPERSEDED SURVEY CONTROL
 LH1515
 LH1515  NGVD 29 (08/02/06)  718.38   (m)         2356.9    (f) RESET       3  
 LH1515
 LH1515.Superseded values are not recommended for survey control.
 LH1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1515.See file dsdata.txt to determine how the superseded data were derived.
 LH1515
 LH1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML446120(NAD 83)
 LH1515_MARKER: DR = REFERENCE MARK DISK
 LH1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1515_SP_SET: CONCRETE POST
 LH1515_STAMPING: JOSSELYN 2 NO 5 1992
 LH1515_MARK LOGO: NGS   
 LH1515_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LH1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1515+STABILITY: SURFACE MOTION
 LH1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1515+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LH1515
 LH1515  HISTORY     - Date     Condition        Report By
 LH1515  HISTORY     - 1992     MONUMENTED       NGS
 LH1515
 LH1515                          STATION DESCRIPTION
 LH1515
 LH1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LH1515'10.06 KM (6.25 MI) WEST-NORTHWEST FROM OVERTON, 7.4 KM (4.6 MI)
 LH1515'EAST-SOUTHEAST FROM LEXINGTON AND ON THE NORTH RIGHT-OF-WAY OF U.S.
 LH1515'HIGHWAY 30, IN THE EXTREME NORTHEAST CORNER OF SEC13, T9N, R20W AND
 LH1515'NEAR THE COMMON CORNER TO SEC7, 12, 13 AND 18.  FROM THE JUNCTION OF
 LH1515'U.S. HIGHWAYS 30 AND 283, IN LEXINGTON, GO EAST-SOUTHEAST ON HIGHWAY
 LH1515'30 FOR 7.4 KM (4.6 MI) TO THE STATION ON THE LEFT, AT THE ENTRANCE
 LH1515'DRIVE TO A SMALL TRUCKING FIRM.  THE DISK IS SET INTO THE TOP OF A
 LH1515'ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 LH1515'SURFACE.  IT IS 67.0 FT (20.4 M) NORTH FROM THE CENTERLINE OF THE
 LH1515'HIGHWAY, 56.5 FT (17.2 M) WEST FROM THE CENTERLINE OF THE ENTRANCE
 LH1515'ROAD, 21.23 FT (6.47 M) EAST FROM THE STATION MARKER, 1.3 FT (0.4 M)
 LH1515'WEST FROM A WITNESS POST AND 1.0 FT (0.3 M) SOUTH FROM THE NORTH
 LH1515'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2051 ***********************************************************************
 MK2051  CBN         -  This is a Cooperative Base Network Control Station.
 MK2051  DESIGNATION -  JOURNEY
 MK2051  PID         -  MK2051
 MK2051  STATE/COUNTY-  NE/DOUGLAS
 MK2051  USGS QUAD   -  VALLEY (1983)
 MK2051
 MK2051                         *CURRENT SURVEY CONTROL
 MK2051  ___________________________________________________________________
 MK2051* NAD 83(1995)-  41 18 47.36749(N)    096 16 20.38094(W)     ADJUSTED  
 MK2051* NAVD 88     -       392.3    (meters)    1287.     (feet)  GPS OBS   
 MK2051  ___________________________________________________________________
 MK2051  X           -    -524,199.345 (meters)                     COMP
 MK2051  Y           -  -4,769,255.308 (meters)                     COMP
 MK2051  Z           -   4,188,849.091 (meters)                     COMP
 MK2051  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 MK2051  ELLIP HEIGHT-         364.81  (meters)          (07/10/01) GPS OBS
 MK2051  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MK2051
 MK2051  HORZ ORDER  -  A
 MK2051  ELLP ORDER  -  FOURTH    CLASS I
 MK2051
 MK2051.The horizontal coordinates were established by GPS observations
 MK2051.and adjusted by the National Geodetic Survey in July 2001..
 MK2051
 MK2051.The orthometric height was determined by GPS observations and a
 MK2051.high-resolution geoid model.
 MK2051
 MK2051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2051
 MK2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2051
 MK2051.The ellipsoidal height was determined by GPS observations
 MK2051.and is referenced to NAD 83.
 MK2051
 MK2051.The geoid height was determined by GEOID03.
 MK2051
 MK2051;                    North         East     Units Scale Factor Converg.
 MK2051;SPC NE       -   171,023.721   811,937.783   MT  0.99966422   +2 28 13.1
 MK2051;UTM  14      - 4,577,110.899   728,323.413   MT  1.00024162   +1 48 05.5
 MK2051
 MK2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2051!SPC NE       -   0.99994278  x   0.99966422  =   0.99960702
 MK2051!UTM  14      -   0.99994278  x   1.00024162  =   1.00018439
 MK2051
 MK2051:                Primary Azimuth Mark                     Grid Az
 MK2051:SPC NE       -  VALLEY HARTFORD SAND RAD MAST            007 16 35.9
 MK2051:UTM  14      -  VALLEY HARTFORD SAND RAD MAST            007 56 43.5
 MK2051
 MK2051|---------------------------------------------------------------------|
 MK2051| PID    Reference Object                     Distance      Geod. Az  |
 MK2051|                                                           dddmmss.s |
 MK2051| MK2213 VALLEY HARTFORD SAND RAD MAST       APPROX. 1.6 KM 0094449.0 |
 MK2051| MK2217 JOURNEY RM 1                         10.669 METERS 05008     |
 MK2051| MK2218 JOURNEY RM 2                          8.471 METERS 16423     |
 MK2051| MK2216 JOURNEY AZ MK                       APPROX. 0.8 KM 1954538.0 |
 MK2051| MK2057 FREMONT ELEVATOR COMPANY            APPROX.27.9 KM 3022811.6 |
 MK2051| MK2037 ARLINGTON ATT MICROWAVE TOWER       APPROX.12.9 KM 3454312.3 |
 MK2051|---------------------------------------------------------------------|
 MK2051
 MK2051                          SUPERSEDED SURVEY CONTROL
 MK2051
 MK2051  NAD 83(1995)-  41 18 47.36453(N)    096 16 20.37953(W) AD(       ) 2
 MK2051  NAD 83(1986)-  41 18 47.37323(N)    096 16 20.38206(W) AD(       ) 2
 MK2051  NAD 27      -  41 18 47.37869(N)    096 16 19.29571(W) AD(       ) 2
 MK2051
 MK2051.Superseded values are not recommended for survey control.
 MK2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2051.See file dsdata.txt to determine how the superseded data were derived.
 MK2051
 MK2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2832377111(NAD 83)
 MK2051_MARKER: DS = TRIANGULATION STATION DISK
 MK2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2051_SP_SET: CONCRETE POST
 MK2051_STAMPING: JOURNEY 1959
 MK2051_MARK LOGO: CGS   
 MK2051_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MK2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2051+STABILITY: SURFACE MOTION
 MK2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2051+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 MK2051
 MK2051  HISTORY     - Date     Condition        Report By
 MK2051  HISTORY     - 1959     MONUMENTED       CGS
 MK2051  HISTORY     - 1959     GOOD             CGS
 MK2051  HISTORY     - 1967     GOOD             USGS
 MK2051  HISTORY     - 1974     GOOD             NEDR
 MK2051  HISTORY     - 1980     GOOD             NGS
 MK2051  HISTORY     - 19801109 GOOD             NGS
 MK2051  HISTORY     - 1984     GOOD             LOCENG
 MK2051  HISTORY     - 20000613 GOOD             NEDR
 MK2051
 MK2051                          STATION DESCRIPTION
 MK2051
 MK2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK2051'THE STATION IS LOCATED, AIRLINE, ABOUT 3 MILES NORTHWEST OF
 MK2051'ELKHORN AND ABOUT 4 MILES SOUTH OF ELK CITY, ON LAND OWNED
 MK2051'BY JOURNEYS END FARM.
 MK2051'
 MK2051'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD DEPOT
 MK2051'IN WATERLOO, GO NORTH ON STATE HIGHWAY 64 FOR 0.6 MILE.  TAKE
 MK2051'THE LEFT FORK, LEAVING THE HIGHWAY, AND GO NORTHWEST ON THE
 MK2051'PAVED ROAD FOR 0.85 MILE TO SIDE ROAD, LEFT AND THE AZIMUTH
 MK2051'MARK.  CONTINUE NORTHWESTERLY FOR 0.35 MILE.  TURN RIGH OFF
 MK2051'THE PAVED ROAD AND TAKE THE DIRT ROAD UPHILL, NORTHEASTERLY
 MK2051'FOR 0.25 MILE TO THE TOP OF THE HILL.  TURN RIGHT, PASS THROUGH
 MK2051'A GATE AND GO SOUTHWESTERLY DOWNHILL FOR 0.05 MILE TO THE EDGE
 MK2051'OF THE BLUFF AND THE STATION.
 MK2051'
 MK2051'THE STATION IS A STANDARD DISK STAMPED JOURNEY 1959 SET IN
 MK2051'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 MK2051'FLUSH WITH THE GROUND.  IT IS ABOUT 100 YARDS WEST OF THE
 MK2051'MAIN FARM BUILDINGS OF THE JOURNEYS END FARM AND ABOUT 20 FEET
 MK2051'EAST OF THE END OF THE BLUFF.
 MK2051'
 MK2051'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JOURNEY
 MK2051'NO 1 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MK2051'PROJECTS 6 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT HIGHER
 MK2051'THAN THE STATION.
 MK2051'
 MK2051'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED JOURNEY
 MK2051'NO 2 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MK2051'WHICH PROJECTS 1 INCH ABOVE THE GROUND AND 2 FEET LOWER THAN
 MK2051'THE STATION.
 MK2051'
 MK2051'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JOURNEY 1959 SET
 MK2051'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MK2051'2 INCHES ABOVE THE GROUND.  IT IS 54 FEET WEST-SOUTHWEST OF THE
 MK2051'CENTER OF A T-ROAD FORMED BY THE SIDE ROAD WITH THE PAVED
 MK2051'ROAD, 14 FEET SOUTH OF THE CENTER OF A T-ROAD FORMED BY THE
 MK2051'SIDE ROAD WITH THE PAVED ROAD, 14 FEET SOUTH OF THE CENTER OF
 MK2051'A SIDE ROAD AND 3 FEET WEST OF A METAL WITNESS SIGN.
 MK2051'
 MK2051'THE STATION WAS BUILT IN 1950 BUT WAS NOT OCCUPIED UNTIL 1959
 MK2051'SO THE STAMPING WAS CHANGED TO 1959.
 MK2051
 MK2051                          STATION RECOVERY (1959)
 MK2051
 MK2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MK2051'RECOVERED IN GOOD CONDITION.
 MK2051
 MK2051                          STATION RECOVERY (1967)
 MK2051
 MK2051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2051'THE DESCRIPTION IS ADEQUATE EXCEPT FOR DISTANCE TO R.M. 1.
 MK2051'ALL MARKS RECOVERED IN GOOD CONDITION.
 MK2051
 MK2051                          STATION RECOVERY (1974)
 MK2051
 MK2051'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974 (HED)
 MK2051'NEW FROM JUNCTION OF HIGHWAYS 31 AND 64 AT NORTH EDGE OF ELKHORN
 MK2051'GO WEST ON HIGHWAY 64 APPROX. 1.0 MILE TO OIL ROAD NORTH TURN RIGHT
 MK2051'(NORTH) GO APPROX. 1.5 MILE TO OIL ROAD LEADING TO ST. JOHN
 MK2051'SEMINARY TURN LEFT (WEST) AND GO APPROX. 0.9 MILE.  THAN PACK
 MK2051'WEST SOUTH WEST APPROX. 600 FEET TO STATION APPROX. 20 FEET EAST
 MK2051'OF END OF BLUFF.
 MK2051'
 MK2051'NEAREST TOWN--WATERLOO.
 MK2051
 MK2051                          STATION RECOVERY (1980)
 MK2051
 MK2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MK2051'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 MK2051'WERE RECOVERED.  REFERENCE MARK 1 HAS THE NORTHWEST CORNER OF THE
 MK2051'CONCRETE POST BROKEN OFF BUT THE MARK IS STILL SOLID.  THE OTHER MARKS
 MK2051'WERE IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS 3.037
 MK2051'METER LONGER THAN 1959 DATA AND THE DIRECTION WAS 1 MINUTE, 56 SECONDS
 MK2051'LARGER.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 AGREED WITH
 MK2051'THE 1959 DATA.  DUE TO ROAD CHANGES AND PROPERTY OWNERSHIP A COMPLETE
 MK2051'NEW DESCRIPTION FOLLOWS.
 MK2051'
 MK2051'THE STATION IS LOCATED ABOUT 4 MILES EAST OF VALLEY, 3 MILES
 MK2051'NORTHWEST OF ELKHORN, 2 MILES NORTH OF WATERLOO, 1/4 MILE
 MK2051'SOUTH-SOUTHWEST OF THE MOUNT MICHAEL ABBEY AND HIGH SCHOOL, IN
 MK2051'PASTURE LAND, ON A PROMINENT KNOLL THAT OVERLOOKS DOUGLAS COUNTY ROAD
 MK2051'84 AND ON PROPERTY OWNED BY THE BENEDICTINE FATHERS INCORPORATED,
 MK2051'MOUNT MICHAEL, ELKHORN, NEBRASKA 68022.  FATHER NATHANIEL IS THE
 MK2051'BUSINESS MANAGER, TELEPHONE 289-2541.
 MK2051'
 MK2051'TO REACH THE STATION FROM THE CROSSING OF THE UNION PACIFIC RAILROAD
 MK2051'AND STATE HIGHWAY 64, IN WATERLOO, GO NORTHEAST AND EAST ON THE
 MK2051'HIGHWAY FOR 0.8 MILES TO A PAVED SIDE ROAD LEFT, DOUGLAS COUNTY ROAD
 MK2051'84.  TURN LEFT AND GO NORTHERLY ON ROAD 84 FOR 0.85 MILE TO AN
 MK2051'OVERHEAD POWERLINE, A FIELD ENTRANCE AND THE AZIMUTH MARK ON THE
 MK2051'LEFT.  CONTINUE NORTH ON ROAD 84 FOR 0.5 MILE AND THE STATION ON THE
 MK2051'KNOLL ABOUT 1/4 MILE EAST OF THE ROAD.  CONTINUE NORTH FOR 1.05 MILES
 MK2051'TO COUNTY ROAD 19 ON THE RIGHT.  TURN RIGHT AND GO EAST ON ROAD 19,
 MK2051'GRAVELED, FOR 1.0 MILE TO COUNTY ROAD 80, PAVED.  TURN RIGHT AND GO
 MK2051'SOUTH ON ROAD 80 FOR 1.0 MILE TO COUNTY ROAD 23 ON THE RIGHT.  TURN
 MK2051'RIGHT AND GO WEST ON ROAD 23, PAVED, FOR 0.9 MILE TO THE END OF THE
 MK2051'ROAD AND A GATE.  PASS THROUGH THE GATE, TURN LEFT FOR 50 FEET,
 MK2051'THROUGH ANOTHER GATE, THEN TURN RIGHT AND GO SOUTHWEST ACROSS A
 MK2051'PASTURE FOR 0.1 MILE TO THE WEST EDGE OF THE KNOLL AND THE STATION.
 MK2051'
 MK2051'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---JOURNEY 1959---
 MK2051'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2
 MK2051'INCHES.  THERE ARE NO OBJECTS TO REFERENCE FROM.  THE UNDERGROUND MARK
 MK2051'WAS NOT INSPECTED.
 MK2051'
 MK2051'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---JOURNEY NO 1 1959---
 MK2051'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT
 MK2051'IS ABOUT THE SAME ELEVATION AS THE STATION.
 MK2051'
 MK2051'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---JOURNEY NO 2 1959---
 MK2051'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT
 MK2051'IS ABOUT 2 FEET LOWER THAN THE STATION.
 MK2051'
 MK2051'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---JOURNEY 1959--- SET
 MK2051'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 63 FEET
 MK2051'WEST OF THE CENTERLINE OF ROAD 84, 17 FEET SOUTH OF A FIELD ENTRANCE,
 MK2051'7.8 FEET NORTH-NORTHEAST OF POWERLINE POLE NUMBER 128, 4.5 FEET
 MK2051'SOUTHEAST OF A POWERLINE POLE, 4.0 FEET WEST OF A WITNESS POST AND 0.7
 MK2051'FOOT NORTH OF A FENCE.
 MK2051'
 MK2051'REBAR WAS DRIVEN ALONGSIDE ALL THE MARKS.
 MK2051
 MK2051                          STATION RECOVERY (1980)
 MK2051
 MK2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MK2051'THE SURFACE STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK
 MK2051'WERE RECOVERED.  REFERENCE MARK 1 HAS THE NORTHWEST CORNER OF THE
 MK2051'CONCRETE POST BROKEN OFF BUT THE MARK IS STILL SOLID.  THE OTHER
 MK2051'MARKS WERE IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS
 MK2051'3.037 METERS LONGER THAN 1959 DATA AND THE DIRECTION WAS 1 MINUTE, 56
 MK2051'SECONDS LARGER.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 MK2051'AGREED WITH THE 1959 DATA.  DUE TO CHANGES AND PROPERTY OWNERSHIP, A
 MK2051'COMPLETE, NEW DESCRIPTION FOLLOWS.
 MK2051'THE STATION IS LOCATED ABOUT  4 MILES EAST OF VALLEY, 3 MILES
 MK2051'NORTHWEST OF ELKHORN, 2 MILES NORTH OF WATERLOO, 0.25 MILE
 MK2051'SOUTH-SOUTHWEST OF THE MOUNT MICHAEL ABBEY AND HIGH SCHOOL, IN
 MK2051'PASTURELAND, ON A PROMINENT KNOLL THAT OVERLOOKS DOUGLAS COUNTY ROAD
 MK2051'84 AND ON PROPERTY OWNED BY THE BENEDICTINE FATHERS INCORPORATED,
 MK2051'MOUNT MICHAEL, ELKHORN, NEBRASKA 68022.  FATHER NATHANIEL IS THE
 MK2051'BUSINESS MANAGER, TELEPHONE 402-289 2541.
 MK2051'TO REACH THE STATION FROM THE CROSSING OF THE UNION PACIFIC RAILROAD
 MK2051'AND STATE HIGHWAY 64, IN WATERLOO, GO NORTHEAST AND EAST ON THE
 MK2051'HIGHWAY FOR 0.8 MILE TO A PAVED ROAD ON THE LEFT, DOUGLAS COUNTY ROAD
 MK2051'84.  TURN LEFT AND GO NORTHERLY ON ROAD 84 FOR 0.85 MILE TO AN
 MK2051'OVERHEAD POWERLINE, A FIELD ENTRANCE AND THE AZIMUTH MARK ON THE
 MK2051'LEFT.  CONTINUE NORTH FOR 0.5 MILE TO THE STATION ON THE HIGH KNOLL
 MK2051'ABOUT 0.25 MILE EAST OF THE ROAD.  CONTINUE NORTH FOR 1.05 MILES TO
 MK2051'COUNTY ROAD 19 ON THE RIGHT.  TURN RIGHT AND GO EAST ON ROAD 19 FOR
 MK2051'1.0 MILE TO COUNTY ROAD 80.  TURN RIGHT AND GO SOUTH ON ROAD 80 FOR
 MK2051'1.0 MILE TO COUNTY ROAD 23 ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 MK2051'ROAD 23 FOR 0.9 MILE TO THE END OF THE ROAD AND A GATE.  PASS THROUGH
 MK2051'THE GATE, TURN LEFT FOR 50 FEET, PASS THROUGH ANOTHER GATE, THE TURN
 MK2051'RIGHT AND GO SOUTHWEST ACROSS A PASTURE FOR 0.1 MILE TO THE WEST EDGE
 MK2051'OF THE KNOLL AND THE STATION, SET INTO THE TOP OF A SQUARE CONCRETE
 MK2051'MONUMENT THAT PROJECTS 0.2 FOOT.  THERE WERE NO OBJECTS FOR REFERENCE
 MK2051'TIES.  THE UNDERGROUND MARK WAS NOT INSPECTED.  A LENGTH OF REBAR WAS
 MK2051'DRIVEN ALONGSIDE THE MARK.
 MK2051
 MK2051                          STATION RECOVERY (1984)
 MK2051
 MK2051'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (WW)
 MK2051'JOURNEY 1959 RECOVERED GOOD.
 MK2051'
 MK2051'JOURNEY 1959 AZ MK RECOVERED GOOD.
 MK2051
 MK2051                          STATION RECOVERY (2000)
 MK2051
 MK2051'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2051'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2216 ***********************************************************************
 MK2216  DESIGNATION -  JOURNEY AZ MK
 MK2216  PID         -  MK2216
 MK2216  STATE/COUNTY-  NE/DOUGLAS
 MK2216  USGS QUAD   -  VALLEY (1983)
 MK2216
 MK2216                         *CURRENT SURVEY CONTROL
 MK2216  ___________________________________________________________________
 MK2216* NAD 83(1995)-  41 18 22.60908(N)    096 16 29.64758(W)     ADJUSTED  
 MK2216* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 MK2216  ___________________________________________________________________
 MK2216  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 MK2216  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 MK2216
 MK2216  HORZ ORDER  -  THIRD
 MK2216
 MK2216.The horizontal coordinates were established by classical geodetic methods
 MK2216.and adjusted by the National Geodetic Survey in August 1997..
 MK2216
 MK2216.The orthometric height was scaled from a topographic map.
 MK2216
 MK2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2216
 MK2216.The geoid height was determined by GEOID03.
 MK2216
 MK2216;                    North         East     Units Scale Factor Converg.
 MK2216;SPC NE       -   170,251.606   811,755.401   MT  0.99966463   +2 28 07.0
 MK2216;UTM  14      - 4,576,340.521   728,131.920   MT  1.00024055   +1 47 58.4
 MK2216
 MK2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2216!SPC NE       -   0.99995011  x   0.99966463  =   0.99961476
 MK2216!UTM  14      -   0.99995011  x   1.00024055  =   1.00019065
 MK2216
 MK2216                          SUPERSEDED SURVEY CONTROL
 MK2216
 MK2216  NAD 83(1986)-  41 18 22.61876(N)    096 16 29.64906(W) AD(       ) 3
 MK2216
 MK2216.Superseded values are not recommended for survey control.
 MK2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2216.See file dsdata.txt to determine how the superseded data were derived.
 MK2216
 MK2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2813276341(NAD 83)
 MK2216_MARKER: DS = TRIANGULATION STATION DISK
 MK2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2216_SP_SET: CONCRETE POST
 MK2216_STAMPING: JOURNEY 1959
 MK2216_MARK LOGO: CGS   
 MK2216_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MK2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2216+STABILITY: SURFACE MOTION
 MK2216
 MK2216  HISTORY     - Date     Condition        Report By
 MK2216  HISTORY     - 1959     MONUMENTED       CGS
 MK2216
 MK2216                          STATION DESCRIPTION
 MK2216
 MK2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MK2216'THE STATION IS LOCATED ABOUT 4 MILES EAST OF VALLEY, 1.5 MILES NORTH
 MK2216'OF WATERLOO AND AT THE DOUBLE POLES OF AN OVERHEAD POWERLINE OVER
 MK2216'DOUGLAS COUNTY ROAD 84 AND ON THE SOUTH RIGHT-OF-WAY OF THE ROAD.
 MK2216'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY 64 IN
 MK2216'WATERLOO, GO NORTHEAST AND EAST ON THE HIGHWAY FOR 0.8 MILE TO A PAVED
 MK2216'SIDE ROAD LEFT, COUNTY ROAD 84.  TURN LEFT AND GO NORTHERLY ON ROAD
 MK2216'84 FOR 0.85 MILE TO THE POWERLINE CROSSING AND THE MARK ON THE LEFT.
 MK2216'THE MARK IS A STANDARD DISK, SET INTO THE TOP OF A SQUARE CONCRETE
 MK2216'POST THAT IS FLUSH WITH THE GROUND.  IT IS 63 FEET WEST FROM THE
 MK2216'CENTERLINE OF THE ROAD, 17 FEET SOUTH FROM A FIELD ENTRANCE, 4.5 FEET
 MK2216'SOUTHEAST FROM A POWER POLE, 4.0 FEET WEST FROM A WITNESS POST AND
 MK2216'0.7 FOOT NORTH FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0570 ***********************************************************************
 MN0570  DESIGNATION -  JULEFF
 MN0570  PID         -  MN0570
 MN0570  STATE/COUNTY-  NE/CHEYENNE
 MN0570  USGS QUAD   -  LAWRENCE FORK (1979)
 MN0570
 MN0570                         *CURRENT SURVEY CONTROL
 MN0570  ___________________________________________________________________
 MN0570* NAD 83(1995)-  41 25 14.00390(N)    103 17 31.73359(W)     ADJUSTED  
 MN0570* NAVD 88     -      1377.     (meters)    4518.     (feet)  SCALED    
 MN0570  ___________________________________________________________________
 MN0570  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 MN0570  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 MN0570
 MN0570  HORZ ORDER  -  FIRST
 MN0570
 MN0570.The horizontal coordinates were established by classical geodetic methods
 MN0570.and adjusted by the National Geodetic Survey in August 1997..
 MN0570
 MN0570.The orthometric height was scaled from a topographic map.
 MN0570
 MN0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0570
 MN0570.The geoid height was determined by GEOID03.
 MN0570
 MN0570;                    North         East     Units Scale Factor Converg.
 MN0570;SPC NE       -   181,459.280   224,942.708   MT  0.99965970   -2 10 54.1
 MN0570;UTM  13      - 4,586,851.990   642,718.779   MT  0.99985067   +1 07 48.3
 MN0570
 MN0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0570!SPC NE       -   0.99978716  x   0.99965970  =   0.99944693
 MN0570!UTM  13      -   0.99978716  x   0.99985067  =   0.99963786
 MN0570
 MN0570:                Primary Azimuth Mark                     Grid Az
 MN0570:SPC NE       -  PLATTE PLINE MAST WNW DALTON             077 55 55.1
 MN0570:UTM  13      -  PLATTE PLINE MAST WNW DALTON             074 37 12.7
 MN0570
 MN0570|---------------------------------------------------------------------|
 MN0570| PID    Reference Object                     Distance      Geod. Az  |
 MN0570|                                                           dddmmss.s |
 MN0570| MN0540 PLATTE PLINE MAST WNW DALTON        APPROX. 8.3 KM 0754501.0 |
 MN0570| CP8353 JULEFF RM 1                          40.033 METERS 07724     |
 MN0570| CP8354 JULEFF RM 2                          26.498 METERS 15209     |
 MN0570| CP8352 JULEFF AZ MK                                       1865700.1 |
 MN0570|---------------------------------------------------------------------|
 MN0570
 MN0570                          SUPERSEDED SURVEY CONTROL
 MN0570
 MN0570  NAD 83(1995)-  41 25 14.00318(N)    103 17 31.73335(W) AD(       ) 1
 MN0570  NAD 83(1986)-  41 25 13.99601(N)    103 17 31.73439(W) AD(       ) 1
 MN0570  NAD 27      -  41 25 14.07570(N)    103 17 29.97590(W) AD(       ) 1
 MN0570
 MN0570.Superseded values are not recommended for survey control.
 MN0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0570.See file dsdata.txt to determine how the superseded data were derived.
 MN0570
 MN0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4271986852(NAD 83)
 MN0570_MARKER: DS = TRIANGULATION STATION DISK
 MN0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0570
 MN0570  HISTORY     - Date     Condition        Report By
 MN0570  HISTORY     - 1934     MONUMENTED       CGS
 MN0570  HISTORY     - 1963     GOOD             CGS
 MN0570
 MN0570                          STATION DESCRIPTION
 MN0570
 MN0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0570'THE STATION IS 15 MILES, AIRLINE, NORTHEAST OF DIX ON A SMALL
 MN0570'LONE HILL WHICH OVERLOOKS THE LAWRENCE FORK VALLEY TO THE
 MN0570'NORTHWEST.  THE HILL IS GRAY-TOPPED WITH A PROMINENT WHITE
 MN0570'SCAR ON THE SOUTHWEST SIDE.  THE STATION IS ON PASTURE LAND
 MN0570'OWNED BY MR. JULEFF AND 0.1 MILE EAST OF A NORTH-SOUTH
 MN0570'SECTION-LINE ROAD.  THE MARK PROJECTS 10 INCHES.
 MN0570'
 MN0570'THE STATION MAY BE REACHED FROM DIX BY GOING NORTH ON THE
 MN0570'GRADED DIX HIGHWAY FROM AN INTERSECTION WITH U.S. HIGHWAY
 MN0570'30 (50 YARDS EAST OF A STEEL ELEVATOR AT THE NORTHWEST EDGE
 MN0570'OF TOWN AND 50 YARDS SOUTH OF THE RAILROAD TRACKS, FOR 10.0
 MN0570'MILES.  WHERE THE ROAD AHEAD GOES DOWN INTO THE LAWRENCE
 MN0570'FORK VALLEY, TURN RIGHT AND GO EAST ON MAIN HIGHWAY FOR 9.0
 MN0570'MILES.  TURN NORTH AND GO 1.0 MILE ON MAIN HIGHWAY, THEN TURN
 MN0570'EAST ON MAIN HIGHWAY AND GO 1.0 MILE.  TURN NORTH ON MAIN
 MN0570'HIGHWAY AND GO 1.0 MILE, THEN LEAVE MAIN HIGHWAY, WHICH TURNS
 MN0570'EAST, AND GO NORTH ON GRADED, SECTION-LINE ROAD FOR 0.6
 MN0570'MILE.  AT A JOG IN NORTH-SOUTH FENCE TO RIGHT OF ROAD, LET
 MN0570'DOWN FENCE AND DRIVE TO TOP OF HILL TO THE NORTHEAST, 0.1
 MN0570'MILE TO STATION.
 MN0570'
 MN0570'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0570'BRONZE DISKS SET AS DESCRIBED.
 MN0570'
 MN0570'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION AND
 MN0570'PROJECTS 10 INCHES.
 MN0570'
 MN0570'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND PROJECTS
 MN0570'10 INCHES.
 MN0570'
 MN0570'AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION.  IT IS 56
 MN0570'FEET SOUTHWEST OF A SECTION-LINE ROAD INTERSECTION, 41 FEET
 MN0570'WEST OF THE CENTERLINE OF THE MAIN SECTION-LINE ROAD, 7 FEET
 MN0570'WEST OF CORNER POST OF SECTION-LINE FENCES, 6 FEET WEST-SOUTHWEST
 MN0570'OF A TRIANGULAR-CONCRETE MONUMENT, 3 FEET NORTH OF AN EAST-WEST
 MN0570'SECTION-LINE FENCE, 10 PACES SOUTH OF A SECTION-LINE TRACK
 MN0570'ROAD, AND PROJECTS 10 INCHES.
 MN0570'
 MN0570'A 4-FOOT STAND WILL CLEAR ALL LINES.
 MN0570
 MN0570                          STATION RECOVERY (1963)
 MN0570
 MN0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0570'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS
 MN0570'TO THE MARKS WERE VERIFIED.  THE DISTANCES TO THE REFERENCE
 MN0570'MARKS WERE NOT VERIFIED DUE TO THE FACT THAT IN 1934 THE
 MN0570'REFERENCE MARKS WERE MEASURED WITH SLOPE DISTANCE ONLY.
 MN0570'
 MN0570'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 MN0570'
 MN0570'THE STATION IS ON THE TOP OF A LOW GRASSY KNOLL, 14-1/2
 MN0570'MILES NORTH OF POTTER, IN THE NORTHWEST QUARTER OF SECTION
 MN0570'26, T 17 N, R 52 W, AND ON PROPERTY OWNED BY MR. WALTER
 MN0570'TWARLING WHO LIVES ABOUT 1 MILE SOUTHEAST OF THE STATION.
 MN0570'
 MN0570'TO REACH THE STATION FROM THE POST OFFICE IN POTTER, GO NORTH
 MN0570'ON A GRAVEL AND A PARTIAL BLACKTOP ROAD FOR 12.25 MILES TO A
 MN0570'T-INTERSECTION.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR
 MN0570'1.25 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON
 MN0570'A GRAVEL ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT AND
 MN0570'THE AZIMUTH MARK ON THE LEFT NEAR A FENCE CORNER.  CONTINUE
 MN0570'NORTH ON THE GRAVEL ROAD FOR 0.8 MILE TO THE STATION ON THE
 MN0570'RIGHT, ON THE TOP OF THE SMALL KNOLL.
 MN0570'
 MN0570'THE SURFACE STATION MARK, A STANDARD DISK STAMPED JULEFF 1934,
 MN0570'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 MN0570'IS APPROXIMATELY 0.05 MILE EAST OF THE GRAVEL ROAD.  THE
 MN0570'UNDERGROUND DISK WAS NOT INSPECTED.
 MN0570'
 MN0570'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JULEFF NO 1
 MN0570'1934, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.
 MN0570'IT IS ON THE EAST SLOPE OF THE HILL AND ABOUT 20 FEET LOWER
 MN0570'IN ELEVATION THAN THE STATION.
 MN0570'
 MN0570'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JULEFF NO 2 1934,
 MN0570'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 MN0570'IS ON THE SOUTHEAST SLOPE OF THE HILL AND ABOUT 15 FEET LOWER
 MN0570'IN ELEVATION THAN THE STATION.
 MN0570'
 MN0570'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED JULEFF
 MN0570'AZIMUTH 1934, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0570'SURFACE OF THE GROUND.  IT IS 40 FEET WEST OF THE CENTER OF
 MN0570'THE GRAVEL ROAD, 6.5 FEET NORTHWEST OF A FENCE CORNER, AND
 MN0570'4.5 FEET NORTH OF A FENCE.
 MN0570'
 MN0570'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1254 ***********************************************************************
 LH1254  DESIGNATION -  JUNIATA
 LH1254  PID         -  LH1254
 LH1254  STATE/COUNTY-  NE/ADAMS
 LH1254  USGS QUAD   -  JUNIATA (1969)
 LH1254
 LH1254                         *CURRENT SURVEY CONTROL
 LH1254  ___________________________________________________________________
 LH1254* NAD 83(1995)-  40 31 29.27182(N)    098 32 04.79677(W)     ADJUSTED  
 LH1254* NAVD 88     -       593.     (meters)    1946.     (feet)  SCALED    
 LH1254  ___________________________________________________________________
 LH1254  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 LH1254  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 LH1254
 LH1254  HORZ ORDER  -  THIRD
 LH1254
 LH1254.The horizontal coordinates were established by classical geodetic methods
 LH1254.and adjusted by the National Geodetic Survey in August 1997..
 LH1254
 LH1254.The orthometric height was scaled from a topographic map.
 LH1254
 LH1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1254
 LH1254.The geoid height was determined by GEOID03.
 LH1254
 LH1254;                    North         East     Units Scale Factor Converg.
 LH1254;SPC NE       -    77,825.475   624,137.061   MT  0.99980387   +0 58 15.9
 LH1254;UTM  14      - 4,486,111.284   539,415.110   MT  0.99961912   +0 18 08.5
 LH1254
 LH1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1254!SPC NE       -   0.99991091  x   0.99980387  =   0.99971480
 LH1254!UTM  14      -   0.99991091  x   0.99961912  =   0.99953006
 LH1254
 LH1254:                Primary Azimuth Mark                     Grid Az
 LH1254:SPC NE       -  JUNIATA PUBLIC SCHOOL BELFRY             020 35 32.7
 LH1254:UTM  14      -  JUNIATA PUBLIC SCHOOL BELFRY             021 15 40.1
 LH1254
 LH1254|---------------------------------------------------------------------|
 LH1254| PID    Reference Object                     Distance      Geod. Az  |
 LH1254|                                                           dddmmss.s |
 LH1254| LH1253 JUNIATA PUBLIC SCHOOL BELFRY        APPROX. 7.6 KM 0213348.6 |
 LH1254| CN8895 JUNIATA RM 1                         12.490 METERS 09431     |
 LH1254| CN8894 JUNIATA AZ MK                                      2642734.4 |
 LH1254| CN8896 JUNIATA RM 2                         11.124 METERS 35359     |
 LH1254|---------------------------------------------------------------------|
 LH1254
 LH1254                          SUPERSEDED SURVEY CONTROL
 LH1254
 LH1254  NAD 83(1986)-  40 31 29.27926(N)    098 32 04.79654(W) AD(       ) 3
 LH1254  NAD 27      -  40 31 29.22400(N)    098 32 03.56600(W) AD(       ) 3
 LH1254
 LH1254.Superseded values are not recommended for survey control.
 LH1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1254.See file dsdata.txt to determine how the superseded data were derived.
 LH1254
 LH1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK3941586111(NAD 83)
 LH1254_MARKER: DS = TRIANGULATION STATION DISK
 LH1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1254
 LH1254  HISTORY     - Date     Condition        Report By
 LH1254  HISTORY     - 1951     MONUMENTED       CGS
 LH1254
 LH1254                          STATION DESCRIPTION
 LH1254
 LH1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1254'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHWEST OF HASTINGS AND 6
 LH1254'MILES SOUTH-SOUTHWEST OF JUNIATA.  IT IS IN THE SOUTHWEST CORNER
 LH1254'OF A CULTIVATED FIELD, 138 FEET NORTH-NORTHEAST OF THE CENTER OF A
 LH1254'CROSSROAD INTERSECTION, 38 FEET EAST FROM THE CENTER OF A
 LH1254'NORTH-SOUTH GRAVELED ROAD, 5 FEET NORTHEAST OF A T FENCE CORNER,
 LH1254'5 FEET SOUTHEAST OF A WITNESS POST AND 3 FEET NORTH OF A WOVEN
 LH1254'WIRE FENCE SURROUNDING POWER LINE TRANSFORMERS.  IT IS STAMPED
 LH1254'JUNIATA NO 1 1951 AND PROJECTS 2 INCHES.
 LH1254'
 LH1254'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE NORTH OF THE
 LH1254'POWER LINE TRANSFORMERS AND 45 FEET EAST OF A T FENCE CORNER.
 LH1254'IT IS STAMPED JUNIATA NO 1 1951 AND PROJECTS 4 INCHES.
 LH1254'
 LH1254'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE 34 FEET
 LH1254'EAST FROM THE CENTER OF A NORTH-SOUTH GRAVELED ROAD.  IT IS
 LH1254'STAMPED JUNIATA NO 2 1951 AND PROJECTS 4 INCHES.
 LH1254'
 LH1254'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LH1254'IS 59.6 FEET.
 LH1254'
 LH1254'THE AZIMUTH MARK IS LOCATED 36 FEET SOUTH FROM THE CENTER OF AN
 LH1254'EAST-WEST DIRT ROAD, 2 FEET EAST FROM A POWER LINE POLE NUMBERED
 LH1254'Z153 AND 1 FOOT EAST OF A WITNESS POST.  IT IS STAMPED JUNIATA
 LH1254'1951 AND PROJECTS 3 INCHES.
 LH1254'
 LH1254'TO REACH THE STATION FROM THE POST OFFICE IN JUNIATA, GO SOUTH ON
 LH1254'A HARD SURFACED ROAD FOR 1.7 MILES TO U.S. HIGHWAY 6.  TURN RIGHT
 LH1254'AND GO WEST ON U.S. HIGHWAY 6 FOR 1.55 MILES TO A CROSSROAD, TURN
 LH1254'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 3.0 MILES TO THE STATION
 LH1254'ON THE LEFT AS DESCRIBED.
 LH1254'
 LH1254'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 LH1254'ROAD FOR 45 YARDS TO A CROSSROAD, TURN LEFT AND GO WEST ON A DIRT
 LH1254'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1253 ***********************************************************************
 LH1253  DESIGNATION -  JUNIATA PUBLIC SCHOOL BELFRY
 LH1253  PID         -  LH1253
 LH1253  STATE/COUNTY-  NE/ADAMS
 LH1253  USGS QUAD   -  JUNIATA (1969)
 LH1253
 LH1253                         *CURRENT SURVEY CONTROL
 LH1253  ___________________________________________________________________
 LH1253* NAD 83(1995)-  40 35 18.79974(N)    098 30 05.80512(W)     ADJUSTED  
 LH1253* NAVD 88     -                                                        
 LH1253  ___________________________________________________________________
 LH1253  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 LH1253  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 LH1253
 LH1253  HORZ ORDER  -  THIRD
 LH1253
 LH1253.The horizontal coordinates were established by classical geodetic methods
 LH1253.and adjusted by the National Geodetic Survey in August 1997..
 LH1253
 LH1253
 LH1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1253
 LH1253.The geoid height was determined by GEOID03.
 LH1253
 LH1253;                    North         East     Units Scale Factor Converg.
 LH1253;SPC NE       -    84,950.953   626,814.247   MT  0.99978564   +0 59 34.7
 LH1253;UTM  14      - 4,493,203.796   542,174.794   MT  0.99962189   +0 19 27.4
 LH1253
 LH1253                          SUPERSEDED SURVEY CONTROL
 LH1253
 LH1253  NAD 83(1986)-  40 35 18.80694(N)    098 30 05.80454(W) AD(       ) 4
 LH1253  NAD 27      -  40 35 18.74900(N)    098 30 04.57800(W) AD(       ) 3
 LH1253
 LH1253.Superseded values are not recommended for survey control.
 LH1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1253.See file dsdata.txt to determine how the superseded data were derived.
 LH1253
 LH1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4217593204(NAD 83)
 LH1253_MARKER: 86 = CUPOLA
 LH1253
 LH1253  HISTORY     - Date     Condition        Report By
 LH1253  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1253  HISTORY     - 1935     GOOD             CGS
 LH1253  HISTORY     - 1951     GOOD             CGS
 LH1253
 LH1253                          STATION DESCRIPTION
 LH1253
 LH1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1253'THE ORIGINAL SCHOOL BUILDING (ERECTED 1896) IS STILL STANDING
 LH1253'AND THE CUPOLA IS UNCHANGED, ALTHOUGH AN ADDITION HAS BEEN
 LH1253'BUILT ON THE NORTH SIDE.
 LH1253
 LH1253                          STATION RECOVERY (1951)
 LH1253
 LH1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1253'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF JUNIATA AND
 LH1253'ABOUT 100 FEET EAST OF A NORTH-SOUTH STREET.  IT IS A SPIRE SHAPED
 LH1253'BELFRY LOCATED AT THE WEST END OF THE SCHOOL HOUSE AND HAS AN
 LH1253'OVERALL HEIGHT OF ABOUT 65 FEET.
 LH1253'
 LH1253'THE APEX OF THE SPIRE SHAPED BELFRY WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4125 ***********************************************************************
 AB4125  CBN         -  This is a Cooperative Base Network Control Station.
 AB4125  PACS        -  This is a Primary Airport Control Station.
 AB4125  DESIGNATION -  JYR A
 AB4125  PID         -  AB4125
 AB4125  STATE/COUNTY-  NE/YORK
 AB4125  USGS QUAD   -  YORK NORTH (1980)
 AB4125
 AB4125                         *CURRENT SURVEY CONTROL
 AB4125  ___________________________________________________________________
 AB4125* NAD 83(1995)-  40 53 53.19415(N)    097 37 00.50953(W)     ADJUSTED  
 AB4125* NAVD 88     -       508.17   (meters)    1667.2    (feet)  GPS OBS   
 AB4125  ___________________________________________________________________
 AB4125  X           -    -639,986.916 (meters)                     COMP
 AB4125  Y           -  -4,785,769.006 (meters)                     COMP
 AB4125  Z           -   4,154,192.425 (meters)                     COMP
 AB4125  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 AB4125  ELLIP HEIGHT-         481.95  (meters)          (07/10/01) GPS OBS
 AB4125  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AB4125
 AB4125  HORZ ORDER  -  B
 AB4125  ELLP ORDER  -  FOURTH    CLASS I
 AB4125
 AB4125.This mark is at York Municipal Airport (JYR)
 AB4125
 AB4125.The horizontal coordinates were established by GPS observations
 AB4125.and adjusted by the National Geodetic Survey in June 1996..
 AB4125
 AB4125.The orthometric height was determined by GPS observations and a
 AB4125.high-resolution geoid model.
 AB4125
 AB4125.GPS derived orthometric heights for airport stations designated as
 AB4125.PACS or SACS are published to 2 decimal places.  This maintains
 AB4125.centimeter relative accuracy between the PACS and SACS.  It does
 AB4125.not indicate centimeter accuracy relative to other marks which are
 AB4125.part of the NAVD 88 network.
 AB4125
 AB4125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4125
 AB4125.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4125
 AB4125.The ellipsoidal height was determined by GPS observations
 AB4125.and is referenced to NAD 83.
 AB4125
 AB4125.The geoid height was determined by GEOID03.
 AB4125
 AB4125;                    North         East     Units Scale Factor Converg.
 AB4125;SPC NE       -   120,985.783   700,735.977   MT  0.99971445   +1 34 45.6
 AB4125;UTM  14      - 4,528,367.197   616,509.143   MT  0.99976707   +0 54 20.5
 AB4125
 AB4125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4125!SPC NE       -   0.99992441  x   0.99971445  =   0.99963888
 AB4125!UTM  14      -   0.99992441  x   0.99976707  =   0.99969149
 AB4125
 AB4125                          SUPERSEDED SURVEY CONTROL
 AB4125
 AB4125  ELLIP H (06/25/96)  481.99   (m)                       GP(       ) 1 1
 AB4125
 AB4125.Superseded values are not recommended for survey control.
 AB4125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4125.See file dsdata.txt to determine how the superseded data were derived.
 AB4125
 AB4125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1650928367(NAD 83)
 AB4125_MARKER: I = METAL ROD
 AB4125_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4125_STAMPING: JYR A 1995
 AB4125_MARK LOGO: NGS   
 AB4125_PROJECTION: FLUSH
 AB4125_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4125+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 AB4125_ROD/PIPE-DEPTH: 9.76 meters
 AB4125_SLEEVE-DEPTH  : 1 meters
 AB4125
 AB4125  HISTORY     - Date     Condition        Report By
 AB4125  HISTORY     - 1995     MONUMENTED       NGS
 AB4125  HISTORY     - 19970604 GOOD             NGS
 AB4125  HISTORY     - 20000605 GOOD             NEDR
 AB4125  HISTORY     - 20040415 GOOD             NDA
 AB4125  HISTORY     - 20060307 GOOD             NEDR
 AB4125
 AB4125                          STATION DESCRIPTION
 AB4125
 AB4125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4125'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF BRADSHAW, 2.0 MI
 AB4125'(3.2 KM) NORTHWEST OF YORK AND AT THE YORK MUNICIPAL AIRPORT NDB SITE
 AB4125'ON THE WEST EDGE OF THE AIRPORT PROPERTY.  OWNERSHIP--CITY OF YORK,
 AB4125'621 NEBRASKA AVENUE, YORK NE 68467.  AIRPORT MANAGER, JACK KIDDER,
 AB4125'PHONE (402) 362-4407.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB4125'HIGHWAYS 81 AND 34 WEST ON THE NORTH SIDE OF YORK, GO WEST ON U.S.
 AB4125'HIGHWAY 34 FOR 1.25 MI (2.01 KM) TO AN INTERSECTION, TURN RIGHT AND GO
 AB4125'NORTH ON A GRAVEL ROAD FOR 0.75 MI (1.21 KM) TO A LOCKED GATE TO THE
 AB4125'NDB SITE ON THE LEFT, CONTINUE AHEAD ON THE GRAVEL ROAD FOR 0.05 MI
 AB4125'(0.08 KM) TO THE NORTHEAST CORNER OF A FENCED NDB SITE AND THE STATION
 AB4125'ON THE LEFT.  THE STATION IS 67.8 FT (20.7 M) EAST-NORTHEAST OF THE
 AB4125'MOST NORTHERLY NDB ANTENNA POLE, 52.2 FT (15.9 M) WEST OF THE ROAD
 AB4125'CENTER, 24.0 FT (7.3 M) SOUTHWEST OF A FENCE LINE CORNER POST, 17.6 FT
 AB4125'(5.4 M) WEST OF A FENCE LINE AND WITNESS POST AND 17.4 FT (5.3 M)
 AB4125'SOUTH OF A FENCE LINE.  NOTE--KEY FOR LOCKED GATE IS AVAILABLE AT THE
 AB4125'AIRPORT OFFICE.  THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 AB4125'PRIMARY AIRPORT CONTROL STATION.
 AB4125
 AB4125                          STATION RECOVERY (1997)
 AB4125
 AB4125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4125'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE AIRPORT
 AB4125'MANAGER IS NOW ROB MARKISE, PHONE 402-363-2660.
 AB4125
 AB4125                          STATION RECOVERY (2000)
 AB4125
 AB4125'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4125'RECOVERED AS DESCRIBED.
 AB4125
 AB4125                          STATION RECOVERY (2004)
 AB4125
 AB4125'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (JS)
 AB4125'RECOVERED AS DESCRIBED
 AB4125
 AB4125                          STATION RECOVERY (2006)
 AB4125
 AB4125'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (MLH)
 AB4125'CORRECTION FOR THE STATION DESCRIPTION. THE STATION IS LOCATED ON THE
 AB4125'EAST EDGE OF THE AIRPORT PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0023 ***********************************************************************
 LH0023  DESIGNATION -  K
 LH0023  PID         -  LH0023
 LH0023  STATE/COUNTY-  NE/ADAMS
 LH0023  USGS QUAD   -  HASTINGS WEST (1983)
 LH0023
 LH0023                         *CURRENT SURVEY CONTROL
 LH0023  ___________________________________________________________________
 LH0023* NAD 83(1986)-  40 35 14.     (N)    098 23 17.     (W)     SCALED    
 LH0023* NAVD 88     -       588.579  (meters)    1931.03   (feet)  ADJUSTED  
 LH0023  ___________________________________________________________________
 LH0023  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 LH0023  DYNAMIC HT  -         588.250 (meters)    1929.95  (feet)  COMP
 LH0023  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 LH0023
 LH0023  VERT ORDER  -  FIRST     CLASS II
 LH0023
 LH0023.The horizontal coordinates were scaled from a topographic map and have
 LH0023.an estimated accuracy of +/- 6 seconds.
 LH0023
 LH0023.The orthometric height was determined by differential leveling
 LH0023.and adjusted by the National Geodetic Survey in June 1991..
 LH0023
 LH0023.The geoid height was determined by GEOID03.
 LH0023
 LH0023.The dynamic height is computed by dividing the NAVD 88
 LH0023.geopotential number by the normal gravity value computed on the
 LH0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0023.degrees latitude (g = 980.6199 gals.).
 LH0023
 LH0023.The modeled gravity was interpolated from observed gravity values.
 LH0023
 LH0023;                    North         East    Units  Estimated Accuracy
 LH0023;SPC NE       -    84,980.      636,430.      MT  (+/- 180 meters Scaled)
 LH0023
 LH0023                          SUPERSEDED SURVEY CONTROL
 LH0023
 LH0023  NGVD 29 (??/??/92)  588.349  (m)         1930.28   (f) ADJ UNCH    1 2
 LH0023
 LH0023.Superseded values are not recommended for survey control.
 LH0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0023.See file dsdata.txt to determine how the superseded data were derived.
 LH0023
 LH0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK517931(NAD 83)
 LH0023_MARKER: DB = BENCH MARK DISK
 LH0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0023_SP_SET: STONE
 LH0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0023+STABILITY: SURFACE MOTION
 LH0023
 LH0023  HISTORY     - Date     Condition        Report By
 LH0023  HISTORY     - UNK      MONUMENTED       CGS
 LH0023  HISTORY     - 1947     GOOD             NGS
 LH0023  HISTORY     - 19910926 MARK NOT FOUND   NGS
 LH0023
 LH0023                          STATION DESCRIPTION
 LH0023
 LH0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0023'AT HASTINGS.
 LH0023'AT HASTINGS, ADAMS COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 LH0023'SOUTH STEPS, AND ON THE TOP OF THE WEST COPING OF THE STONE
 LH0023'RAILING.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS
 LH0023'USBM.
 LH0023
 LH0023                          STATION RECOVERY (1991)
 LH0023
 LH0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0023'THE DESCRIBED AREA IS UNDER CONSTRUCTION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0166 ***********************************************************************
 MN0166  DESIGNATION -  K 10
 MN0166  PID         -  MN0166
 MN0166  STATE/COUNTY-  NE/MORRILL
 MN0166  USGS QUAD   -  ANGORA NE (1965)
 MN0166
 MN0166                         *CURRENT SURVEY CONTROL
 MN0166  ___________________________________________________________________
 MN0166* NAD 83(1986)-  41 54 55.     (N)    103 03 20.     (W)     SCALED    
 MN0166* NAVD 88     -      1282.578  (meters)    4207.92   (feet)  ADJUSTED  
 MN0166  ___________________________________________________________________
 MN0166  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 MN0166  DYNAMIC HT  -        1281.778 (meters)    4205.30  (feet)  COMP
 MN0166  MODELED GRAV-     979,953.5   (mgal)                       NAVD 88
 MN0166
 MN0166  VERT ORDER  -  FIRST     CLASS II
 MN0166
 MN0166.The horizontal coordinates were scaled from a topographic map and have
 MN0166.an estimated accuracy of +/- 6 seconds.
 MN0166
 MN0166.The orthometric height was determined by differential leveling
 MN0166.and adjusted by the National Geodetic Survey in June 1991..
 MN0166
 MN0166.The geoid height was determined by GEOID03.
 MN0166
 MN0166.The dynamic height is computed by dividing the NAVD 88
 MN0166.geopotential number by the normal gravity value computed on the
 MN0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0166.degrees latitude (g = 980.6199 gals.).
 MN0166
 MN0166.The modeled gravity was interpolated from observed gravity values.
 MN0166
 MN0166;                    North         East    Units  Estimated Accuracy
 MN0166;SPC NE       -   235,630.      246,640.      MT  (+/- 180 meters Scaled)
 MN0166
 MN0166                          SUPERSEDED SURVEY CONTROL
 MN0166
 MN0166  NGVD 29 (??/??/92) 1281.949  (m)         4205.86   (f) ADJ UNCH    1 2
 MN0166
 MN0166.Superseded values are not recommended for survey control.
 MN0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0166.See file dsdata.txt to determine how the superseded data were derived.
 MN0166
 MN0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG612421(NAD 83)
 MN0166_MARKER: DB = BENCH MARK DISK
 MN0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0166_SP_SET: CONCRETE POST
 MN0166_STAMPING: K 10 1933 4205.658
 MN0166_MARK LOGO: CGS   
 MN0166_PROJECTION: RECESSED 2 CENTIMETERS
 MN0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0166+STABILITY: SURFACE MOTION
 MN0166
 MN0166  HISTORY     - Date     Condition        Report By
 MN0166  HISTORY     - 1933     MONUMENTED       CGS
 MN0166  HISTORY     - 1956     GOOD             NGS
 MN0166  HISTORY     - 1985     GOOD             NGS
 MN0166
 MN0166                          STATION DESCRIPTION
 MN0166
 MN0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0166'5.8 MI NE FROM ANGORA.
 MN0166'5.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0166'RAILROAD FROM THE STATION AT ANGORA, AT A PRIVATE ROAD CROSSING,
 MN0166'18.1 FEET NORTHWEST OF THE NORTHWEST RAIL, 24.4 FEET EAST OF THE
 MN0166'2ND POLE SOUTHWEST OF MILEPOST 16, 18 FEET SOUTHWEST OF THE
 MN0166'CENTER LINE OF A PRIVATE ROAD, 1.5 FEET NORTHEAST OF A WITNESS
 MN0166'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MN0166'GROUND, IN THE SOUTHWEST 1/4 OF SECTION 31, TOWNSHIP 23 NORTH,
 MN0166'RANGE 49 WEST.
 MN0166
 MN0166                          STATION RECOVERY (1985)
 MN0166
 MN0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0166'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM (0.10
 MN0166'MI) EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT ANGORA, THENCE 9.17
 MN0166'KM (5.7 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD, AT A
 MN0166'PRIVATE ROAD CROSSING, 5.58 METERS (18.3 FT) NORTHWEST OF THE
 MN0166'NORTHWEST RAIL, 39.6 METERS (130 FT) SOUTHEAST OF THE CENTER OF US
 MN0166'HIGHWAY 385, 62.4 METERS (204.5 FT) SOUTHWEST OF MILEPOLE 16,
 MN0166'46.1 METERS (151.2 FT) NORTHEAST OF THE FIRST POWER POLE SOUTHWEST OF
 MN0166'THE ROAD CROSSING, 6.1 METERS (20 FT) SOUTHWEST OF THE CENTER OF THE
 MN0166'ROAD AND 1.7 METERS (5.6 FT) WEST OF A STOP SIGN.
 MN0166'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 MN0166'THE MARK IS 0.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0361 ***********************************************************************
 NP0361  DESIGNATION -  K 11
 NP0361  PID         -  NP0361
 NP0361  STATE/COUNTY-  NE/BOX BUTTE
 NP0361  USGS QUAD   -  MARSLAND (1983)
 NP0361
 NP0361                         *CURRENT SURVEY CONTROL
 NP0361  ___________________________________________________________________
 NP0361* NAD 83(1986)-  42 25 42.     (N)    103 15 26.     (W)     SCALED    
 NP0361* NAVD 88     -      1290.341  (meters)    4233.39   (feet)  ADJUSTED  
 NP0361  ___________________________________________________________________
 NP0361  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 NP0361  DYNAMIC HT  -        1289.571 (meters)    4230.87  (feet)  COMP
 NP0361  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 NP0361
 NP0361  VERT ORDER  -  FIRST     CLASS II
 NP0361
 NP0361.The horizontal coordinates were scaled from a topographic map and have
 NP0361.an estimated accuracy of +/- 6 seconds.
 NP0361
 NP0361.The orthometric height was determined by differential leveling
 NP0361.and adjusted by the National Geodetic Survey in June 1991..
 NP0361
 NP0361.The geoid height was determined by GEOID03.
 NP0361
 NP0361.The dynamic height is computed by dividing the NAVD 88
 NP0361.geopotential number by the normal gravity value computed on the
 NP0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0361.degrees latitude (g = 980.6199 gals.).
 NP0361
 NP0361.The modeled gravity was interpolated from observed gravity values.
 NP0361
 NP0361;                    North         East    Units  Estimated Accuracy
 NP0361;SPC NE       -   293,170.      232,070.      MT  (+/- 180 meters Scaled)
 NP0361
 NP0361                          SUPERSEDED SURVEY CONTROL
 NP0361
 NP0361  NGVD 29 (??/??/92) 1289.667  (m)         4231.18   (f) ADJ UNCH    1 2
 NP0361
 NP0361.Superseded values are not recommended for survey control.
 NP0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0361.See file dsdata.txt to determine how the superseded data were derived.
 NP0361
 NP0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG433988(NAD 83)
 NP0361_MARKER: DB = BENCH MARK DISK
 NP0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0361_STAMPING: K 11 1933 4230.858
 NP0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0361+STABILITY: SURFACE MOTION
 NP0361
 NP0361  HISTORY     - Date     Condition        Report By
 NP0361  HISTORY     - 1933     MONUMENTED       CGS
 NP0361  HISTORY     - 1956     GOOD             NGS
 NP0361  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0361
 NP0361                          STATION DESCRIPTION
 NP0361
 NP0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0361'3.9 MI E FROM MARSLAND.
 NP0361'3.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0361'FROM THE STATION SIGN AT MARSLAND, 13 POLES EAST OF MILEPOST
 NP0361'397, AT A ROAD CROSSING, 45 FEET SOUTH OF THE SOUTH RAIL, 21 FEET
 NP0361'WEST OF THE CENTER LINE OF A ROAD, 4.3 FEET NORTH OF A FENCE,
 NP0361'0.8 FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NP0361'WHICH IS 0.8 FOOT BELOW THE TOP OF THE GROUND, IN SECTION 3,
 NP0361'TOWNSHIP 28 NORTH, RANGE 51 WEST.
 NP0361
 NP0361                          STATION RECOVERY (1985)
 NP0361
 NP0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0361'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0705 ***********************************************************************
 ML0705  DESIGNATION -  K 116
 ML0705  PID         -  ML0705
 ML0705  STATE/COUNTY-  NE/CUSTER
 ML0705  USGS QUAD   -  ANSLEY SE (1951)
 ML0705
 ML0705                         *CURRENT SURVEY CONTROL
 ML0705  ___________________________________________________________________
 ML0705* NAD 83(1986)-  41 16 42.     (N)    099 16 48.     (W)     SCALED    
 ML0705* NAVD 88     -       709.257  (meters)    2326.95   (feet)  ADJUSTED  
 ML0705  ___________________________________________________________________
 ML0705  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 ML0705  DYNAMIC HT  -         708.880 (meters)    2325.72  (feet)  COMP
 ML0705  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 ML0705
 ML0705  VERT ORDER  -  SECOND    CLASS 0
 ML0705
 ML0705.The horizontal coordinates were scaled from a topographic map and have
 ML0705.an estimated accuracy of +/- 6 seconds.
 ML0705
 ML0705.The orthometric height was determined by differential leveling
 ML0705.and adjusted by the National Geodetic Survey in June 1991..
 ML0705
 ML0705.The geoid height was determined by GEOID03.
 ML0705
 ML0705.The dynamic height is computed by dividing the NAVD 88
 ML0705.geopotential number by the normal gravity value computed on the
 ML0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0705.degrees latitude (g = 980.6199 gals.).
 ML0705
 ML0705.The modeled gravity was interpolated from observed gravity values.
 ML0705
 ML0705;                    North         East    Units  Estimated Accuracy
 ML0705;SPC NE       -   160,680.      560,300.      MT  (+/- 180 meters Scaled)
 ML0705
 ML0705                          SUPERSEDED SURVEY CONTROL
 ML0705
 ML0705  NGVD 29 (??/??/92)  709.010  (m)         2326.14   (f) ADJ UNCH    2 0
 ML0705
 ML0705.Superseded values are not recommended for survey control.
 ML0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0705.See file dsdata.txt to determine how the superseded data were derived.
 ML0705
 ML0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML765696(NAD 83)
 ML0705_MARKER: DB = BENCH MARK DISK
 ML0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0705_STAMPING: K 116 1934
 ML0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0705+STABILITY: SURFACE MOTION
 ML0705
 ML0705  HISTORY     - Date     Condition        Report By
 ML0705  HISTORY     - 1934     MONUMENTED       CGS
 ML0705  HISTORY     - 1950     GOOD             USGS
 ML0705
 ML0705                          STATION DESCRIPTION
 ML0705
 ML0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ML0705'5.8 MI SE FROM ANSLEY.
 ML0705'5.8 MILES SOUTHEAST OF POST OFFICE BY HIGHWAY.  ALONG NEBRASKA
 ML0705'STATE HIGHWAY NUMBER 92 BETWEEN ANSLEY AND LOUP CITY, 240 FEET
 ML0705'EAST OF CENTER LINE OF CROSS ROAD.  32 FEET SOUTH OF CENTER
 ML0705'LINE OF HIGHWAY 16, 10 FEET WEST OF POWER LINE POLE, AND 3 FEET
 ML0705'NORTH OF RIGHT OF WAY FENCE.
 ML0705
 ML0705                          STATION RECOVERY (1950)
 ML0705
 ML0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 ML0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0706 ***********************************************************************
 ML0706  DESIGNATION -  K 116 RESET
 ML0706  PID         -  ML0706
 ML0706  STATE/COUNTY-  NE/CUSTER
 ML0706  USGS QUAD   -  ANSLEY SE (1951)
 ML0706
 ML0706                         *CURRENT SURVEY CONTROL
 ML0706  ___________________________________________________________________
 ML0706* NAD 83(1986)-  41 16 42.     (N)    099 16 49.     (W)     SCALED    
 ML0706* NAVD 88     -       709.85   (meters)    2328.9    (feet)  RESET     
 ML0706  ___________________________________________________________________
 ML0706  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 ML0706
 ML0706  VERT ORDER  -  THIRD
 ML0706
 ML0706.The horizontal coordinates were scaled from a topographic map and have
 ML0706.an estimated accuracy of +/- 6 seconds.
 ML0706
 ML0706.The orthometric height was computed from unverified reset data.
 ML0706
 ML0706.The geoid height was determined by GEOID03.
 ML0706
 ML0706;                    North         East    Units  Estimated Accuracy
 ML0706;SPC NE       -   160,680.      560,280.      MT  (+/- 180 meters Scaled)
 ML0706
 ML0706                          SUPERSEDED SURVEY CONTROL
 ML0706
 ML0706  NGVD 29 (??/??/??)  709.60   (m)         2328.1    (f) RESET       3  
 ML0706
 ML0706.Superseded values are not recommended for survey control.
 ML0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0706.See file dsdata.txt to determine how the superseded data were derived.
 ML0706
 ML0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML765696(NAD 83)
 ML0706_MARKER: DB = BENCH MARK DISK
 ML0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0706_STAMPING: K 116 RESET 1959
 ML0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0706+STABILITY: SURFACE MOTION
 ML0706
 ML0706  HISTORY     - Date     Condition        Report By
 ML0706  HISTORY     - 1959     MONUMENTED       NEDR
 ML0706  HISTORY     - 1960     GOOD             NGS
 ML0706
 ML0706                          STATION DESCRIPTION
 ML0706
 ML0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ML0706'5.8 MI E FROM ANSLEY.
 ML0706'ABOUT 5.8 MILES EAST ALONG STATE HIGHWAY 92 FROM THE INTERSECTION
 ML0706'OF MAIN STREET OF ANSLEY, AND HIGHWAY NO. 92, ABOUT 240 FEET
 ML0706'EAST OF INTERSECTION OF COUNTY ROAD, 79 FEET NORTH OF THE
 ML0706'CENTERLINE OF THE HIGHWAY, 159 FEET NORTHWEST FROM NORTHWEST
 ML0706'CORNER OF THE NORTH CONCRETE HEADWALL ON A CULVERT, 22 FEET
 ML0706'WEST AND 4 FEET SOUTH OF A TELEPHONE POLE AND SET IN THE TOP OF
 ML0706'A CONCRETE POST EXTENDING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0264 ***********************************************************************
 ML0264  DESIGNATION -  K 117
 ML0264  PID         -  ML0264
 ML0264  STATE/COUNTY-  NE/HOWARD
 ML0264  USGS QUAD   -  ST PAUL (1974)
 ML0264
 ML0264                         *CURRENT SURVEY CONTROL
 ML0264  ___________________________________________________________________
 ML0264* NAD 83(1986)-  41 12 44.     (N)    098 27 11.     (W)     SCALED    
 ML0264* NAVD 88     -       547.378  (meters)    1795.86   (feet)  ADJUSTED  
 ML0264  ___________________________________________________________________
 ML0264  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 ML0264  DYNAMIC HT  -         547.102 (meters)    1794.95  (feet)  COMP
 ML0264  MODELED GRAV-     980,102.2   (mgal)                       NAVD 88
 ML0264
 ML0264  VERT ORDER  -  SECOND    CLASS 0
 ML0264
 ML0264.The horizontal coordinates were scaled from a topographic map and have
 ML0264.an estimated accuracy of +/- 6 seconds.
 ML0264
 ML0264.The orthometric height was determined by differential leveling
 ML0264.and adjusted by the National Geodetic Survey in June 1991..
 ML0264
 ML0264.The geoid height was determined by GEOID03.
 ML0264
 ML0264.The dynamic height is computed by dividing the NAVD 88
 ML0264.geopotential number by the normal gravity value computed on the
 ML0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0264.degrees latitude (g = 980.6199 gals.).
 ML0264
 ML0264.The modeled gravity was interpolated from observed gravity values.
 ML0264
 ML0264;                    North         East    Units  Estimated Accuracy
 ML0264;SPC NE       -   154,250.      629,690.      MT  (+/- 180 meters Scaled)
 ML0264
 ML0264                          SUPERSEDED SURVEY CONTROL
 ML0264
 ML0264  NGVD 29 (??/??/92)  547.132  (m)         1795.05   (f) ADJ UNCH    2 0
 ML0264
 ML0264.Superseded values are not recommended for survey control.
 ML0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0264.See file dsdata.txt to determine how the superseded data were derived.
 ML0264
 ML0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL458624(NAD 83)
 ML0264_MARKER: DB = BENCH MARK DISK
 ML0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0264_STAMPING: K 117 1935
 ML0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0264+STABILITY: SURFACE MOTION
 ML0264
 ML0264  HISTORY     - Date     Condition        Report By
 ML0264  HISTORY     - 1935     MONUMENTED       CGS
 ML0264  HISTORY     - 1949     GOOD             NGS
 ML0264
 ML0264                          STATION DESCRIPTION
 ML0264
 ML0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0264'AT ST PAUL.
 ML0264'AT ST. PAUL, HOWARD COUNTY, 122 FEET SOUTHWEST OF THE SOUTHWEST
 ML0264'CORNER OF THE UNION PACIFIC RAILROAD STATION, AT THE SOUTHEAST
 ML0264'CORNER OF A PARK, 92.3 FEET WEST OF THE WEST RAIL OF THE MAIN
 ML0264'TRACK, AND 4 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED
 ML0264'K 117 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0077 ***********************************************************************
 ML0077  DESIGNATION -  K 118
 ML0077  PID         -  ML0077
 ML0077  STATE/COUNTY-  NE/GREELEY
 ML0077  USGS QUAD   -  SPALDING SE (1985)
 ML0077
 ML0077                         *CURRENT SURVEY CONTROL
 ML0077  ___________________________________________________________________
 ML0077* NAD 83(1986)-  41 32 45.     (N)    098 22 05.     (W)     SCALED    
 ML0077* NAVD 88     -       647.247  (meters)    2123.51   (feet)  ADJUSTED  
 ML0077  ___________________________________________________________________
 ML0077  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 ML0077  DYNAMIC HT  -         646.941 (meters)    2122.51  (feet)  COMP
 ML0077  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 ML0077
 ML0077  VERT ORDER  -  SECOND    CLASS 0
 ML0077
 ML0077.The horizontal coordinates were scaled from a topographic map and have
 ML0077.an estimated accuracy of +/- 6 seconds.
 ML0077
 ML0077.The orthometric height was determined by differential leveling
 ML0077.and adjusted by the National Geodetic Survey in June 1991..
 ML0077
 ML0077.The geoid height was determined by GEOID03.
 ML0077
 ML0077.The dynamic height is computed by dividing the NAVD 88
 ML0077.geopotential number by the normal gravity value computed on the
 ML0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0077.degrees latitude (g = 980.6199 gals.).
 ML0077
 ML0077.The modeled gravity was interpolated from observed gravity values.
 ML0077
 ML0077;                    North         East    Units  Estimated Accuracy
 ML0077;SPC NE       -   191,420.      636,110.      MT  (+/- 180 meters Scaled)
 ML0077
 ML0077                          SUPERSEDED SURVEY CONTROL
 ML0077
 ML0077  NGVD 29 (??/??/92)  647.012  (m)         2122.74   (f) ADJ UNCH    2 0
 ML0077
 ML0077.Superseded values are not recommended for survey control.
 ML0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0077.See file dsdata.txt to determine how the superseded data were derived.
 ML0077
 ML0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL527995(NAD 83)
 ML0077_MARKER: DB = BENCH MARK DISK
 ML0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0077_STAMPING: K 118-1935
 ML0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0077+STABILITY: SURFACE MOTION
 ML0077
 ML0077  HISTORY     - Date     Condition        Report By
 ML0077  HISTORY     - 1935     MONUMENTED       CGS
 ML0077
 ML0077                          STATION DESCRIPTION
 ML0077
 ML0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0077'9.4 MI S FROM SPALDING.
 ML0077'9.4 MILES SOUTH OF POST OFFICE.  10.0 MI S OF UP RY STA.  ALONG
 ML0077'U.S. HIGHWAY NO. 281 BETWEEN ST. PAUL AND SPALDING, 0.5 MILES
 ML0077'NORTH OF JUNCTION WITH STATE HIGHWAY NO. 56, ABOUT 300 FEET
 ML0077'NORTH OF THE TOP OF HILL, 32.3 FEET SOUTH OF T ROAD, 31.6 FEET
 ML0077'EAST OF THE CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0076 ***********************************************************************
 MM0076  DESIGNATION -  K 119
 MM0076  PID         -  MM0076
 MM0076  STATE/COUNTY-  NE/CUSTER
 MM0076  USGS QUAD   -  ODENCRANZE TABLE NORTH (1972)
 MM0076
 MM0076                         *CURRENT SURVEY CONTROL
 MM0076  ___________________________________________________________________
 MM0076* NAD 83(1986)-  41 08 25.     (N)    100 11 57.     (W)     SCALED    
 MM0076* NAVD 88     -       900.598  (meters)    2954.71   (feet)  ADJUSTED  
 MM0076  ___________________________________________________________________
 MM0076  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 MM0076  DYNAMIC HT  -         900.085 (meters)    2953.03  (feet)  COMP
 MM0076  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 MM0076
 MM0076  VERT ORDER  -  SECOND    CLASS 0
 MM0076
 MM0076.The horizontal coordinates were scaled from a topographic map and have
 MM0076.an estimated accuracy of +/- 6 seconds.
 MM0076
 MM0076.The orthometric height was determined by differential leveling
 MM0076.and adjusted by the National Geodetic Survey in June 1991..
 MM0076
 MM0076.The geoid height was determined by GEOID03.
 MM0076
 MM0076.The dynamic height is computed by dividing the NAVD 88
 MM0076.geopotential number by the normal gravity value computed on the
 MM0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0076.degrees latitude (g = 980.6199 gals.).
 MM0076
 MM0076.The modeled gravity was interpolated from observed gravity values.
 MM0076
 MM0076;                    North         East    Units  Estimated Accuracy
 MM0076;SPC NE       -   145,120.      483,280.      MT  (+/- 180 meters Scaled)
 MM0076
 MM0076                          SUPERSEDED SURVEY CONTROL
 MM0076
 MM0076  NGVD 29 (??/??/92)  900.325  (m)         2953.82   (f) ADJ UNCH    2 0
 MM0076
 MM0076.Superseded values are not recommended for survey control.
 MM0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0076.See file dsdata.txt to determine how the superseded data were derived.
 MM0076
 MM0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL993550(NAD 83)
 MM0076_MARKER: DB = BENCH MARK DISK
 MM0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0076_STAMPING: K 119 1934
 MM0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0076+STABILITY: SURFACE MOTION
 MM0076
 MM0076  HISTORY     - Date     Condition        Report By
 MM0076  HISTORY     - 1934     MONUMENTED       CGS
 MM0076  HISTORY     - 1939     GOOD             NGS
 MM0076  HISTORY     - 1970     GOOD             USGS
 MM0076
 MM0076                          STATION DESCRIPTION
 MM0076
 MM0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 MM0076'16.1 MI N FROM GOTHENBURG.
 MM0076'IN CUSTER COUNTY, 16.1 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 MM0076'THE POST OFFICE AT GOTHENBURG, DAWSON COUNTY, AT A CURVE, 75
 MM0076'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CEMETERY, AT THE
 MM0076'JUNCTION OF A LOCAL ROAD, 35 FEET WEST OF THE CENTERLINE OF THE
 MM0076'ROAD, AND 4 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE HIGHWAY.
 MM0076'A STANDARD DISK, STAMPED K 119 1934 AND SET IN THE TOP OF A
 MM0076'CONCRETE POST.  NOTE-- MARK MOVED SO OWNER OF PROP. COULD BUILD
 MM0076'DRIVEWAY.
 MM0076
 MM0076                          STATION RECOVERY (1970)
 MM0076
 MM0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0010 ***********************************************************************
 LG0010  DESIGNATION -  K 12
 LG0010  PID         -  LG0010
 LG0010  STATE/COUNTY-  NE/OTOE
 LG0010  USGS QUAD   -  DUNBAR (1966)
 LG0010
 LG0010                         *CURRENT SURVEY CONTROL
 LG0010  ___________________________________________________________________
 LG0010* NAD 83(1986)-  40 39 27.     (N)    096 07 21.     (W)     SCALED    
 LG0010* NAVD 88     -       355.748  (meters)    1167.15   (feet)  ADJUSTED  
 LG0010  ___________________________________________________________________
 LG0010  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 LG0010  DYNAMIC HT  -         355.566 (meters)    1166.55  (feet)  COMP
 LG0010  MODELED GRAV-     980,103.0   (mgal)                       NAVD 88
 LG0010
 LG0010  VERT ORDER  -  FIRST     CLASS II
 LG0010
 LG0010.The horizontal coordinates were scaled from a topographic map and have
 LG0010.an estimated accuracy of +/- 6 seconds.
 LG0010
 LG0010.The orthometric height was determined by differential leveling
 LG0010.and adjusted by the National Geodetic Survey in June 1991..
 LG0010
 LG0010.The geoid height was determined by GEOID03.
 LG0010
 LG0010.The dynamic height is computed by dividing the NAVD 88
 LG0010.geopotential number by the normal gravity value computed on the
 LG0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0010.degrees latitude (g = 980.6199 gals.).
 LG0010
 LG0010.The modeled gravity was interpolated from observed gravity values.
 LG0010
 LG0010;                    North         East    Units  Estimated Accuracy
 LG0010;SPC NE       -    98,860.      827,730.      MT  (+/- 180 meters Scaled)
 LG0010
 LG0010                          SUPERSEDED SURVEY CONTROL
 LG0010
 LG0010  NGVD 29 (??/??/92)  355.627  (m)         1166.75   (f) ADJ UNCH    1 2
 LG0010
 LG0010.Superseded values are not recommended for survey control.
 LG0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0010.See file dsdata.txt to determine how the superseded data were derived.
 LG0010
 LG0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL432047(NAD 83)
 LG0010_MARKER: DB = BENCH MARK DISK
 LG0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0010_STAMPING: 1166.280 K 12 1933
 LG0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0010+STABILITY: SURFACE MOTION
 LG0010
 LG0010  HISTORY     - Date     Condition        Report By
 LG0010  HISTORY     - 1933     MONUMENTED       CGS
 LG0010  HISTORY     - 1940     GOOD             NGS
 LG0010  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0010
 LG0010                          STATION DESCRIPTION
 LG0010
 LG0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0010'5.2 MI SE FROM SYRACUSE.
 LG0010'5.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0010'RAILROAD FROM THE STATION AT SYRACUSE, OTOE COUNTY, 375 FEET
 LG0010'SOUTHWEST OF MILEPOST 22, 130 FEET SOUTHWEST OF THE CENTER OF A
 LG0010'DIRT ROAD CROSSING, 32.3 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LG0010'15.7 FEET NORTH OF A CONCRETE POST AT A FENCE CORNER, AND 3 FEET
 LG0010'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 LG0010'1166.280 K 12 1933 AND SET IN THE TOP OF A CONCRETE POST
 LG0010'PROJECTING 0.4 FOOT ABOVE GROUND.
 LG0010
 LG0010                          STATION RECOVERY (1991)
 LG0010
 LG0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0010'THE POST WAS FOUND OUT OF THE GROUND WITH THE DISK MISSING.  ASSUMED
 LG0010'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0022 ***********************************************************************
 MM0022  DESIGNATION -  K 120
 MM0022  PID         -  MM0022
 MM0022  STATE/COUNTY-  NE/LOGAN
 MM0022  USGS QUAD   -  HOAGLAND (1986)
 MM0022
 MM0022                         *CURRENT SURVEY CONTROL
 MM0022  ___________________________________________________________________
 MM0022* NAD 83(1986)-  41 30 36.     (N)    100 20 25.     (W)     SCALED    
 MM0022* NAVD 88     -       859.952  (meters)    2821.36   (feet)  ADJUSTED  
 MM0022  ___________________________________________________________________
 MM0022  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 MM0022  DYNAMIC HT  -         859.499 (meters)    2819.87  (feet)  COMP
 MM0022  MODELED GRAV-     980,066.9   (mgal)                       NAVD 88
 MM0022
 MM0022  VERT ORDER  -  SECOND    CLASS 0
 MM0022
 MM0022.The horizontal coordinates were scaled from a topographic map and have
 MM0022.an estimated accuracy of +/- 6 seconds.
 MM0022
 MM0022.The orthometric height was determined by differential leveling
 MM0022.and adjusted by the National Geodetic Survey in June 1991..
 MM0022
 MM0022.The geoid height was determined by GEOID03.
 MM0022
 MM0022.The dynamic height is computed by dividing the NAVD 88
 MM0022.geopotential number by the normal gravity value computed on the
 MM0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0022.degrees latitude (g = 980.6199 gals.).
 MM0022
 MM0022.The modeled gravity was interpolated from observed gravity values.
 MM0022
 MM0022;                    North         East    Units  Estimated Accuracy
 MM0022;SPC NE       -   186,210.      471,600.      MT  (+/- 180 meters Scaled)
 MM0022
 MM0022                          SUPERSEDED SURVEY CONTROL
 MM0022
 MM0022  NGVD 29 (??/??/92)  859.680  (m)         2820.47   (f) ADJ UNCH    2 0
 MM0022
 MM0022.Superseded values are not recommended for survey control.
 MM0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0022.See file dsdata.txt to determine how the superseded data were derived.
 MM0022
 MM0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL881962(NAD 83)
 MM0022_MARKER: DB = BENCH MARK DISK
 MM0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0022_STAMPING: K 120 1934
 MM0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0022+STABILITY: SURFACE MOTION
 MM0022
 MM0022  HISTORY     - Date     Condition        Report By
 MM0022  HISTORY     - 1934     MONUMENTED       CGS
 MM0022  HISTORY     - 1972     GOOD             USGS
 MM0022  HISTORY     - 19850926 MARK NOT FOUND   USPSQD
 MM0022
 MM0022                          STATION DESCRIPTION
 MM0022
 MM0022'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 MM0022'9.1 MI SE FROM STAPLETON.
 MM0022'ABOUT 9.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD
 MM0022'FROM THE STATION AT STAPLETON, LOGAN COUNTY, ABOUT 0.2 MILES
 MM0022'WEST OF MP 93, 284.5 FEET WEST OF WEST END OF TRESTLE, 116
 MM0022'FEET WEST OF CENTERLINE OF FIELD ENTRANCE AT RR, AND 39 FEET
 MM0022'NORTH OF NORTH RAIL.  A STANDARD DISK SET IN THE TOP OF A
 MM0022'CONCRETE POST.
 MM0022
 MM0022                          STATION RECOVERY (1985)
 MM0022
 MM0022'RECOVERY NOTE BY US POWER SQUADRON 1985 (JWS)
 MM0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0215 ***********************************************************************
 NN0215  DESIGNATION -  K 121
 NN0215  PID         -  NN0215
 NN0215  STATE/COUNTY-  NE/WHEELER
 NN0215  USGS QUAD   -  GOOSE LAKE (1986)
 NN0215
 NN0215                         *CURRENT SURVEY CONTROL
 NN0215  ___________________________________________________________________
 NN0215* NAD 83(1986)-  42 00 29.     (N)    098 34 39.     (W)     SCALED    
 NN0215* NAVD 88     -       633.515  (meters)    2078.46   (feet)  ADJUSTED  
 NN0215  ___________________________________________________________________
 NN0215  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 NN0215  DYNAMIC HT  -         633.243 (meters)    2077.56  (feet)  COMP
 NN0215  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 NN0215
 NN0215  VERT ORDER  -  SECOND    CLASS 0
 NN0215
 NN0215.The horizontal coordinates were scaled from a topographic map and have
 NN0215.an estimated accuracy of +/- 6 seconds.
 NN0215
 NN0215.The orthometric height was determined by differential leveling
 NN0215.and adjusted by the National Geodetic Survey in June 1991..
 NN0215
 NN0215.The geoid height was determined by GEOID03.
 NN0215
 NN0215.The dynamic height is computed by dividing the NAVD 88
 NN0215.geopotential number by the normal gravity value computed on the
 NN0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0215.degrees latitude (g = 980.6199 gals.).
 NN0215
 NN0215.The modeled gravity was interpolated from observed gravity values.
 NN0215
 NN0215;                    North         East    Units  Estimated Accuracy
 NN0215;SPC NE       -   242,420.      617,800.      MT  (+/- 180 meters Scaled)
 NN0215
 NN0215                          SUPERSEDED SURVEY CONTROL
 NN0215
 NN0215  NGVD 29 (??/??/92)  633.286  (m)         2077.71   (f) ADJ UNCH    2 0
 NN0215
 NN0215.Superseded values are not recommended for survey control.
 NN0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0215.See file dsdata.txt to determine how the superseded data were derived.
 NN0215
 NN0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM349507(NAD 83)
 NN0215_MARKER: DB = BENCH MARK DISK
 NN0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0215_STAMPING: K 121 1935
 NN0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0215+STABILITY: SURFACE MOTION
 NN0215
 NN0215  HISTORY     - Date     Condition        Report By
 NN0215  HISTORY     - 1935     MONUMENTED       CGS
 NN0215  HISTORY     - 1938     GOOD             NGS
 NN0215
 NN0215                          STATION DESCRIPTION
 NN0215
 NN0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0215'9.4 MI N FROM BARTLETT.
 NN0215'9.4 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT
 NN0215'BARTLETT, WHEELER COUNTY, 96 FEET SOUTHEAST OF A CONCRETE
 NN0215'CULVERT, 51 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 NN0215'33.5 FEET SOUTHEAST OF A FENCE CORNER, AND 15 FEET SOUTHEAST
 NN0215'OF THE CENTER OF AN ENTRANCE TO A FIELD.  A STANDARD DISK,
 NN0215'STAMPED K 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0215
 NN0215                          STATION RECOVERY (1938)
 NN0215
 NN0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 NN0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0349 ***********************************************************************
 ML0349  DESIGNATION -  K 125
 ML0349  PID         -  ML0349
 ML0349  STATE/COUNTY-  NE/GREELEY
 ML0349  USGS QUAD   -  SCOTIA (1953)
 ML0349
 ML0349                         *CURRENT SURVEY CONTROL
 ML0349  ___________________________________________________________________
 ML0349* NAD 83(1986)-  41 26 15.     (N)    098 42 10.     (W)     SCALED    
 ML0349* NAVD 88     -       576.454  (meters)    1891.25   (feet)  ADJUSTED  
 ML0349  ___________________________________________________________________
 ML0349  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 ML0349  DYNAMIC HT  -         576.166 (meters)    1890.30  (feet)  COMP
 ML0349  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 ML0349
 ML0349  VERT ORDER  -  SECOND    CLASS 0
 ML0349
 ML0349.The horizontal coordinates were scaled from a topographic map and have
 ML0349.an estimated accuracy of +/- 6 seconds.
 ML0349
 ML0349.The orthometric height was determined by differential leveling
 ML0349.and adjusted by the National Geodetic Survey in June 1991..
 ML0349
 ML0349.The geoid height was determined by GEOID03.
 ML0349
 ML0349.The dynamic height is computed by dividing the NAVD 88
 ML0349.geopotential number by the normal gravity value computed on the
 ML0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0349.degrees latitude (g = 980.6199 gals.).
 ML0349
 ML0349.The modeled gravity was interpolated from observed gravity values.
 ML0349
 ML0349;                    North         East    Units  Estimated Accuracy
 ML0349;SPC NE       -   178,920.      608,380.      MT  (+/- 180 meters Scaled)
 ML0349
 ML0349                          SUPERSEDED SURVEY CONTROL
 ML0349
 ML0349  NGVD 29 (??/??/92)  576.205  (m)         1890.43   (f) ADJ UNCH    2 0
 ML0349
 ML0349.Superseded values are not recommended for survey control.
 ML0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0349.See file dsdata.txt to determine how the superseded data were derived.
 ML0349
 ML0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL248873(NAD 83)
 ML0349_MARKER: DB = BENCH MARK DISK
 ML0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0349_STAMPING: K-125 1935
 ML0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0349+STABILITY: SURFACE MOTION
 ML0349
 ML0349  HISTORY     - Date     Condition        Report By
 ML0349  HISTORY     - 1935     MONUMENTED       CGS
 ML0349  HISTORY     - 1953     MARK NOT FOUND   USGS
 ML0349
 ML0349                          STATION DESCRIPTION
 ML0349
 ML0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0349'5.4 MI SE FROM NORTH LOUP.
 ML0349'5.4 MILES SOUTHEAST OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0349'RAILROAD, BETWEEN ST. PAUL AND ORD, 49 FEET SOUTH OF THE SOUTH
 ML0349'END OF GATE INTO FIELD, 45.3 FEET EAST OF THE EAST RAIL OF THE
 ML0349'MAIN TRACK, 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF RAILROAD
 ML0349'BRIDGE NO. 43.52.
 ML0349
 ML0349                          STATION RECOVERY (1953)
 ML0349
 ML0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 ML0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0640 ***********************************************************************
 ML0640  DESIGNATION -  K 126
 ML0640  PID         -  ML0640
 ML0640  STATE/COUNTY-  NE/GARFIELD
 ML0640  USGS QUAD   -  BURWELL NE (1978)
 ML0640
 ML0640                         *CURRENT SURVEY CONTROL
 ML0640  ___________________________________________________________________
 ML0640* NAD 83(1986)-  41 58 49.     (N)    099 05 12.     (W)     SCALED    
 ML0640* NAVD 88     -       716.188  (meters)    2349.69   (feet)  ADJUSTED  
 ML0640  ___________________________________________________________________
 ML0640  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 ML0640  DYNAMIC HT  -         715.862 (meters)    2348.62  (feet)  COMP
 ML0640  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 ML0640
 ML0640  VERT ORDER  -  SECOND    CLASS 0
 ML0640
 ML0640.The horizontal coordinates were scaled from a topographic map and have
 ML0640.an estimated accuracy of +/- 6 seconds.
 ML0640
 ML0640.The orthometric height was determined by differential leveling
 ML0640.and adjusted by the National Geodetic Survey in June 1991..
 ML0640
 ML0640.The geoid height was determined by GEOID03.
 ML0640
 ML0640.The dynamic height is computed by dividing the NAVD 88
 ML0640.geopotential number by the normal gravity value computed on the
 ML0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0640.degrees latitude (g = 980.6199 gals.).
 ML0640
 ML0640.The modeled gravity was interpolated from observed gravity values.
 ML0640
 ML0640;                    North         East    Units  Estimated Accuracy
 ML0640;SPC NE       -   238,770.      575,670.      MT  (+/- 180 meters Scaled)
 ML0640
 ML0640                          SUPERSEDED SURVEY CONTROL
 ML0640
 ML0640  NGVD 29 (??/??/92)  715.931  (m)         2348.85   (f) ADJ UNCH    2 0
 ML0640
 ML0640.Superseded values are not recommended for survey control.
 ML0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0640.See file dsdata.txt to determine how the superseded data were derived.
 ML0640
 ML0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM928475(NAD 83)
 ML0640_MARKER: DB = BENCH MARK DISK
 ML0640_SETTING: 0 = UNSPECIFIED SETTING
 ML0640_STAMPING: K 126 1935
 ML0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0640
 ML0640  HISTORY     - Date     Condition        Report By
 ML0640  HISTORY     - 1935     MONUMENTED       CGS
 ML0640  HISTORY     - 1964     GOOD             NGS
 ML0640
 ML0640                          STATION DESCRIPTION
 ML0640
 ML0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 ML0640'15.8 MI NE FROM BURWELL.
 ML0640'1.1 MILES NORTH AND EAST ALONG STATE HIGHWAYS 11 AND 91 FROM THE
 ML0640'BRIDGE OVER THE LOUP RIVER AT THE NORTHEAST EDGE OF BURWELL,
 ML0640'GARFIELD COUNTY, TO THE JUNCTION OF THESE HIGHWAYS, THENCE
 ML0640'14.4 MILES NORTH ALONG STATE HIGHWAY 11, AT A GRAVEL T-ROAD
 ML0640'GOING WEST (THIS IS OLD HIGHWAY), TURN LEFT AND GO WEST
 ML0640'ON THIS GRAVEL ROAD FOR 0.3 MILE TO BENCH MARK ON THE LEFT OR
 ML0640'SOUTH SIDE OF OLD HIGHWAY, AND 1 FOOT EAST OF A NEW STEEL
 ML0640'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED K 126
 ML0640'1935.  NOTE-- THE NEW STATE HIGHWAY 11 WILL NOT FOLLOW THE
 ML0640'ROUTE OF THE OLD HIGHWAY IN THIS AREA, SO A NEW TO REACH FOLLOWS
 ML0640'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0205 ***********************************************************************
 NN0205  DESIGNATION -  K 127
 NN0205  PID         -  NN0205
 NN0205  STATE/COUNTY-  NE/HOLT
 NN0205  USGS QUAD   -  EMMET (1986)
 NN0205
 NN0205                         *CURRENT SURVEY CONTROL
 NN0205  ___________________________________________________________________
 NN0205* NAD 83(1986)-  42 28 03.     (N)    098 45 53.     (W)     SCALED    
 NN0205* NAVD 88     -       613.530  (meters)    2012.89   (feet)  ADJUSTED  
 NN0205  ___________________________________________________________________
 NN0205  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 NN0205  DYNAMIC HT  -         613.291 (meters)    2012.11  (feet)  COMP
 NN0205  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 NN0205
 NN0205  VERT ORDER  -  SECOND    CLASS 0
 NN0205
 NN0205.The horizontal coordinates were scaled from a topographic map and have
 NN0205.an estimated accuracy of +/- 6 seconds.
 NN0205
 NN0205.The orthometric height was determined by differential leveling
 NN0205.and adjusted by the National Geodetic Survey in June 1991..
 NN0205
 NN0205.The geoid height was determined by GEOID03.
 NN0205
 NN0205.The dynamic height is computed by dividing the NAVD 88
 NN0205.geopotential number by the normal gravity value computed on the
 NN0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0205.degrees latitude (g = 980.6199 gals.).
 NN0205
 NN0205.The modeled gravity was interpolated from observed gravity values.
 NN0205
 NN0205;                    North         East    Units  Estimated Accuracy
 NN0205;SPC NE       -   293,200.      601,570.      MT  (+/- 180 meters Scaled)
 NN0205
 NN0205                          SUPERSEDED SURVEY CONTROL
 NN0205
 NN0205  NGVD 29 (??/??/92)  613.318  (m)         2012.19   (f) ADJ UNCH    2 0
 NN0205
 NN0205.Superseded values are not recommended for survey control.
 NN0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0205.See file dsdata.txt to determine how the superseded data were derived.
 NN0205
 NN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN193017(NAD 83)
 NN0205_MARKER: DB = BENCH MARK DISK
 NN0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0205_STAMPING: K-127-1935
 NN0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0205+STABILITY: SURFACE MOTION
 NN0205
 NN0205  HISTORY     - Date     Condition        Report By
 NN0205  HISTORY     - 1935     MONUMENTED       CGS
 NN0205
 NN0205                          STATION DESCRIPTION
 NN0205
 NN0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0205'2 MI E FROM EMMET.
 NN0205'ALONG THE CHICAGO AND NORTH WESTERN RAILWAY BETWEEN ATKINSON
 NN0205'AND O NEILL, 0.15 MILES WEST OF RAILROAD BRIDGE NO. 313, 46.1
 NN0205'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 34.3 FEET NORTH
 NN0205'OF THE CENTER LINE OF PARALLEL ROAD, 1.5 FEET NORTH OF THE
 NN0205'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0206 ***********************************************************************
 NN0206  DESIGNATION -  K 127 RESET
 NN0206  PID         -  NN0206
 NN0206  STATE/COUNTY-  NE/HOLT
 NN0206  USGS QUAD   -  EMMET (1986)
 NN0206
 NN0206                         *CURRENT SURVEY CONTROL
 NN0206  ___________________________________________________________________
 NN0206* NAD 83(1986)-  42 28 03.     (N)    098 45 54.     (W)     SCALED    
 NN0206* NAVD 88     -       613.356  (meters)    2012.32   (feet)  ADJUSTED  
 NN0206  ___________________________________________________________________
 NN0206  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 NN0206  DYNAMIC HT  -         613.117 (meters)    2011.53  (feet)  COMP
 NN0206  MODELED GRAV-     980,211.3   (mgal)                       NAVD 88
 NN0206
 NN0206  VERT ORDER  -  FIRST     CLASS II
 NN0206
 NN0206.The horizontal coordinates were scaled from a topographic map and have
 NN0206.an estimated accuracy of +/- 6 seconds.
 NN0206
 NN0206.The orthometric height was determined by differential leveling
 NN0206.and adjusted by the National Geodetic Survey in June 1991..
 NN0206
 NN0206.The geoid height was determined by GEOID03.
 NN0206
 NN0206.The dynamic height is computed by dividing the NAVD 88
 NN0206.geopotential number by the normal gravity value computed on the
 NN0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0206.degrees latitude (g = 980.6199 gals.).
 NN0206
 NN0206.The modeled gravity was interpolated from observed gravity values.
 NN0206
 NN0206;                    North         East    Units  Estimated Accuracy
 NN0206;SPC NE       -   293,200.      601,550.      MT  (+/- 180 meters Scaled)
 NN0206
 NN0206                          SUPERSEDED SURVEY CONTROL
 NN0206
 NN0206  NGVD 29 (??/??/92)  613.144  (m)         2011.62   (f) ADJ UNCH    1 2
 NN0206
 NN0206.Superseded values are not recommended for survey control.
 NN0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0206.See file dsdata.txt to determine how the superseded data were derived.
 NN0206
 NN0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN193017(NAD 83)
 NN0206_MARKER: DB = BENCH MARK DISK
 NN0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0206_STAMPING: K 127 RESET 1946
 NN0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0206+STABILITY: SURFACE MOTION
 NN0206
 NN0206  HISTORY     - Date     Condition        Report By
 NN0206  HISTORY     - 1946     MONUMENTED       CGS
 NN0206
 NN0206                          STATION DESCRIPTION
 NN0206
 NN0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0206'2.1 MI E FROM EMMET.
 NN0206'2.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0206'THE STATION AT EMMET, HOLT COUNTY, 0.2 MILE WEST OF BRIDGE 313,
 NN0206'26.5 FEET SOUTHEAST OF THE TWELFTH POLE EAST OF MILEPOST 162,
 NN0206'67 FEET NORTH-NORTHEAST OF A FENCE CORNER, 48 FEET SOUTH OF THE
 NN0206'CENTERLINE OF THE TRACK, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 NN0206'POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED K
 NN0206'127 1935 RESET 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0206'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1309 ***********************************************************************
 NM1309  DESIGNATION -  K 128
 NM1309  PID         -  NM1309
 NM1309  STATE/COUNTY-  NE/ANTELOPE
 NM1309  USGS QUAD   -  OAKDALE (1963)
 NM1309
 NM1309                         *CURRENT SURVEY CONTROL
 NM1309  ___________________________________________________________________
 NM1309* NAD 83(1986)-  42 04 26.     (N)    097 58 01.     (W)     SCALED    
 NM1309* NAVD 88     -       520.933  (meters)    1709.09   (feet)  ADJUSTED  
 NM1309  ___________________________________________________________________
 NM1309  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 NM1309  DYNAMIC HT  -         520.725 (meters)    1708.41  (feet)  COMP
 NM1309  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 NM1309
 NM1309  VERT ORDER  -  SECOND    CLASS 0
 NM1309
 NM1309.The horizontal coordinates were scaled from a topographic map and have
 NM1309.an estimated accuracy of +/- 6 seconds.
 NM1309
 NM1309.The orthometric height was determined by differential leveling
 NM1309.and adjusted by the National Geodetic Survey in June 1991..
 NM1309
 NM1309.The geoid height was determined by GEOID03.
 NM1309
 NM1309.The dynamic height is computed by dividing the NAVD 88
 NM1309.geopotential number by the normal gravity value computed on the
 NM1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1309.degrees latitude (g = 980.6199 gals.).
 NM1309
 NM1309.The modeled gravity was interpolated from observed gravity values.
 NM1309
 NM1309;                    North         East    Units  Estimated Accuracy
 NM1309;SPC NE       -   250,740.      668,180.      MT  (+/- 180 meters Scaled)
 NM1309
 NM1309                          SUPERSEDED SURVEY CONTROL
 NM1309
 NM1309  NGVD 29 (??/??/92)  520.729  (m)         1708.43   (f) ADJ UNCH    2 0
 NM1309
 NM1309.Superseded values are not recommended for survey control.
 NM1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1309.See file dsdata.txt to determine how the superseded data were derived.
 NM1309
 NM1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM854584(NAD 83)
 NM1309_MARKER: DB = BENCH MARK DISK
 NM1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1309_STAMPING: K 128 1935
 NM1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1309+STABILITY: SURFACE MOTION
 NM1309
 NM1309  HISTORY     - Date     Condition        Report By
 NM1309  HISTORY     - 1935     MONUMENTED       CGS
 NM1309  HISTORY     - 1961     MARK NOT FOUND   USGS
 NM1309
 NM1309                          STATION DESCRIPTION
 NM1309
 NM1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1309'0.2 MI NW FROM OAKDALE.
 NM1309'0.2 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NM1309'THE STATION AT OAKDALE, ANTELOPE COUNTY, 9-3/4 RAILS NORTHEAST
 NM1309'OF THE EAST END OF BRIDGE 206, 76 FEET NORTHWEST OF THE NORTHWEST
 NM1309'CORNER OF A SECTION TOOLHOUSE, 36.5 FEET SOUTHEAST OF A
 NM1309'RIGHT-OF-WAY FENCE, AND 27 FEET NORTHWEST OF THE NORTHWEST RAIL
 NM1309'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED K 128 1935 AND SET
 NM1309'IN THE TOP OF A CONCRETE POST.  NOTE-- TOOL SHED AND AREA HAS
 NM1309'BEEN CHANGED.
 NM1309
 NM1309                          STATION RECOVERY (1961)
 NM1309
 NM1309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0326 ***********************************************************************
 LG0326  DESIGNATION -  K 13
 LG0326  PID         -  LG0326
 LG0326  STATE/COUNTY-  NE/LANCASTER
 LG0326  USGS QUAD   -  DENTON (1972)
 LG0326
 LG0326                         *CURRENT SURVEY CONTROL
 LG0326  ___________________________________________________________________
 LG0326* NAD 83(1986)-  40 44 10.     (N)    096 50 40.     (W)     SCALED    
 LG0326* NAVD 88     -       376.337  (meters)    1234.70   (feet)  ADJUSTED  
 LG0326  ___________________________________________________________________
 LG0326  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 LG0326  DYNAMIC HT  -         376.160 (meters)    1234.12  (feet)  COMP
 LG0326  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 LG0326
 LG0326  VERT ORDER  -  FIRST     CLASS II
 LG0326
 LG0326.The horizontal coordinates were scaled from a topographic map and have
 LG0326.an estimated accuracy of +/- 6 seconds.
 LG0326
 LG0326.The orthometric height was determined by differential leveling
 LG0326.and adjusted by the National Geodetic Survey in June 1991..
 LG0326
 LG0326.The geoid height was determined by GEOID03.
 LG0326
 LG0326.The dynamic height is computed by dividing the NAVD 88
 LG0326.geopotential number by the normal gravity value computed on the
 LG0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0326.degrees latitude (g = 980.6199 gals.).
 LG0326
 LG0326.The modeled gravity was interpolated from observed gravity values.
 LG0326
 LG0326;                    North         East    Units  Estimated Accuracy
 LG0326;SPC NE       -   105,100.      766,420.      MT  (+/- 180 meters Scaled)
 LG0326
 LG0326                          SUPERSEDED SURVEY CONTROL
 LG0326
 LG0326  NGVD 29 (??/??/92)  376.224  (m)         1234.33   (f) ADJ UNCH    1 2
 LG0326
 LG0326.Superseded values are not recommended for survey control.
 LG0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0326.See file dsdata.txt to determine how the superseded data were derived.
 LG0326
 LG0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL820116(NAD 83)
 LG0326_MARKER: DB = BENCH MARK DISK
 LG0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0326_SP_SET: CONCRETE POST
 LG0326_STAMPING: K 13 1933 1233.895
 LG0326_MARK LOGO: CGS   
 LG0326_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0326+STABILITY: SURFACE MOTION
 LG0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0326+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0326
 LG0326  HISTORY     - Date     Condition        Report By
 LG0326  HISTORY     - 1933     MONUMENTED       CGS
 LG0326  HISTORY     - 1940     GOOD             NGS
 LG0326  HISTORY     - 19911009 GOOD             NGS
 LG0326
 LG0326                          STATION DESCRIPTION
 LG0326
 LG0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0326'AT DENTON.
 LG0326'AT DENTON, LANCASTER COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0326'QUINCY RAILROAD, 175 FEET SOUTHWEST OF THE STATION, AT THE
 LG0326'CROSSING OF A NORTH-AND-SOUTH ROAD, 90 FEET SOUTHWEST OF THE
 LG0326'CENTER OF THE CROSSING, 38 FEET WEST OF THE CENTERLINE OF THE
 LG0326'ROAD, 29.5 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK,
 LG0326'3 FEET SOUTH OF A POLE, AND 3 FEET NORTH OF A WHITE WOODEN
 LG0326'WITNESS POST.  A STANDARD DISK, STAMPED 1233.895 K 13 1933
 LG0326'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LG0326'GROUND.
 LG0326
 LG0326                          STATION RECOVERY (1991)
 LG0326
 LG0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0326'IN DENTON, AT THE INTERSECTION OF SALINE AVENUE AND THE BURLINGTON
 LG0326'NORTHERN RAILROAD, 11.4 M (37.4 FT) WEST OF THE CENTER OF THE AVENUE,
 LG0326'8.2 M (26.9 FT) SOUTHEAST OF THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE
 LG0326'LEVEL OF THE TRACK, 0.8 M (2.6 FT) SOUTHWEST OF A UTILITY POLE WITH 3
 LG0326'GUY CABLES, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE
 LG0326'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0349 ***********************************************************************
 NO0349  DESIGNATION -  K 130
 NO0349  PID         -  NO0349
 NO0349  STATE/COUNTY-  NE/CHERRY
 NO0349  USGS QUAD   -  MERRIMAN SW (1990)
 NO0349
 NO0349                         *CURRENT SURVEY CONTROL
 NO0349  ___________________________________________________________________
 NO0349* NAD 83(1986)-  42 47 36.     (N)    101 42 14.     (W)     SCALED    
 NO0349* NAVD 88     -       988.184  (meters)    3242.07   (feet)  ADJUSTED  
 NO0349  ___________________________________________________________________
 NO0349  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 NO0349  DYNAMIC HT  -         987.733 (meters)    3240.59  (feet)  COMP
 NO0349  MODELED GRAV-     980,129.6   (mgal)                       NAVD 88
 NO0349
 NO0349  VERT ORDER  -  SECOND    CLASS 0
 NO0349
 NO0349.The horizontal coordinates were scaled from a topographic map and have
 NO0349.an estimated accuracy of +/- 6 seconds.
 NO0349
 NO0349.The orthometric height was determined by differential leveling
 NO0349.and adjusted by the National Geodetic Survey in June 1991..
 NO0349
 NO0349.The geoid height was determined by GEOID03.
 NO0349
 NO0349.The dynamic height is computed by dividing the NAVD 88
 NO0349.geopotential number by the normal gravity value computed on the
 NO0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0349.degrees latitude (g = 980.6199 gals.).
 NO0349
 NO0349.The modeled gravity was interpolated from observed gravity values.
 NO0349
 NO0349;                    North         East    Units  Estimated Accuracy
 NO0349;SPC NE       -   330,040.      360,620.      MT  (+/- 180 meters Scaled)
 NO0349
 NO0349                          SUPERSEDED SURVEY CONTROL
 NO0349
 NO0349  NGVD 29 (??/??/92)  987.755  (m)         3240.66   (f) ADJ UNCH    2 0
 NO0349
 NO0349.Superseded values are not recommended for survey control.
 NO0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0349.See file dsdata.txt to determine how the superseded data were derived.
 NO0349
 NO0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN788414(NAD 83)
 NO0349_MARKER: DB = BENCH MARK DISK
 NO0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0349_STAMPING: K 130 1934
 NO0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0349+STABILITY: SURFACE MOTION
 NO0349
 NO0349  HISTORY     - Date     Condition        Report By
 NO0349  HISTORY     - 1934     MONUMENTED       CGS
 NO0349  HISTORY     - 1948     GOOD             NGS
 NO0349
 NO0349                          STATION DESCRIPTION
 NO0349
 NO0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0349'10.6 MI S FROM MERRIMAN.
 NO0349'10.6 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0349'COUNTY, 2.0 MILES SOUTH OF NIOBRARA RIVER, 0.5 MILE EAST OF A
 NO0349'RANCH HOUSE, 28 YARDS NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 NO0349'AND 2 FEET SOUTH OF AN EAST-AND-WEST SECTION-LINE FENCE.  A
 NO0349'STANDARD DISK, STAMPED K 130 1934 AND SET IN THE TOP OF A CONCRETE
 NO0349'POST.  8.4 MILES (AIR LINE) SOUTH OF MERRIMAN 1 MILE SOUTH OF
 NO0349'NIOBRARA RIVER, 0.15 MILES EAST OF CENTER SECS. 32, T. 33 N.,
 NO0349'R. 37 W., 0.3 MILES WEST ALONG ROAD FROM WINDMILL, ON NORTH
 NO0349'SIDE OF ROAD, 2 FEET SOUTH OF EAST-AND-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0864 ***********************************************************************
 MK0864  DESIGNATION -  K 130
 MK0864  PID         -  MK0864
 MK0864  STATE/COUNTY-  NE/COLFAX
 MK0864  USGS QUAD   -  ROGERS (1968)
 MK0864
 MK0864                         *CURRENT SURVEY CONTROL
 MK0864  ___________________________________________________________________
 MK0864* NAD 83(1986)-  41 27 15.     (N)    096 58 58.     (W)     SCALED    
 MK0864* NAVD 88     -       405.386  (meters)    1330.00   (feet)  ADJUSTED  
 MK0864  ___________________________________________________________________
 MK0864  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 MK0864  DYNAMIC HT  -         405.211 (meters)    1329.43  (feet)  COMP
 MK0864  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 MK0864
 MK0864  VERT ORDER  -  SECOND    CLASS 0
 MK0864
 MK0864.The horizontal coordinates were scaled from a topographic map and have
 MK0864.an estimated accuracy of +/- 6 seconds.
 MK0864
 MK0864.The orthometric height was determined by differential leveling
 MK0864.and adjusted by the National Geodetic Survey in June 1991..
 MK0864
 MK0864.The geoid height was determined by GEOID03.
 MK0864
 MK0864.The dynamic height is computed by dividing the NAVD 88
 MK0864.geopotential number by the normal gravity value computed on the
 MK0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0864.degrees latitude (g = 980.6199 gals.).
 MK0864
 MK0864.The modeled gravity was interpolated from observed gravity values.
 MK0864
 MK0864;                    North         East    Units  Estimated Accuracy
 MK0864;SPC NE       -   184,350.      751,970.      MT  (+/- 180 meters Scaled)
 MK0864
 MK0864                          SUPERSEDED SURVEY CONTROL
 MK0864
 MK0864  NGVD 29 (??/??/92)  405.221  (m)         1329.46   (f) ADJ UNCH    2 0
 MK0864
 MK0864.Superseded values are not recommended for survey control.
 MK0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0864.See file dsdata.txt to determine how the superseded data were derived.
 MK0864
 MK0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL684911(NAD 83)
 MK0864_MARKER: DB = BENCH MARK DISK
 MK0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0864_STAMPING: K 130 1935
 MK0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0864+STABILITY: SURFACE MOTION
 MK0864
 MK0864  HISTORY     - Date     Condition        Report By
 MK0864  HISTORY     - 1935     MONUMENTED       CGS
 MK0864  HISTORY     - 1941     GOOD             NGS
 MK0864
 MK0864                          STATION DESCRIPTION
 MK0864
 MK0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0864'3.9 MI E FROM SCHUYLER.
 MK0864'3.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD BETWEEN COLUMBUS
 MK0864'AND FREEMONT, NEBRASKA, 429.0 FEET EAST OF MILE POST 65.  58.5
 MK0864'FEET SOUTHWEST OF CENTER LINE OF ROAD CROSSING, AND 29.0 FEET
 MK0864'SOUTH OF SOUTH RAIL.
 MK0864
 MK0864                          STATION RECOVERY (1941)
 MK0864
 MK0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MK0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0116 ***********************************************************************
 MK0116  DESIGNATION -  K 132
 MK0116  PID         -  MK0116
 MK0116  STATE/COUNTY-  NE/BURT
 MK0116  USGS QUAD   -  OAKLAND (1966)
 MK0116
 MK0116                         *CURRENT SURVEY CONTROL
 MK0116  ___________________________________________________________________
 MK0116* NAD 83(1986)-  41 50 05.     (N)    096 28 06.     (W)     SCALED    
 MK0116* NAVD 88     -       391.012  (meters)    1282.85   (feet)  ADJUSTED  
 MK0116  ___________________________________________________________________
 MK0116  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 MK0116  DYNAMIC HT  -         390.869 (meters)    1282.38  (feet)  COMP
 MK0116  MODELED GRAV-     980,245.6   (mgal)                       NAVD 88
 MK0116
 MK0116  VERT ORDER  -  SECOND    CLASS 0
 MK0116
 MK0116.The horizontal coordinates were scaled from a topographic map and have
 MK0116.an estimated accuracy of +/- 6 seconds.
 MK0116
 MK0116.The orthometric height was determined by differential leveling
 MK0116.and adjusted by the National Geodetic Survey in June 1991..
 MK0116
 MK0116.The geoid height was determined by GEOID03.
 MK0116
 MK0116.The dynamic height is computed by dividing the NAVD 88
 MK0116.geopotential number by the normal gravity value computed on the
 MK0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0116.degrees latitude (g = 980.6199 gals.).
 MK0116
 MK0116.The modeled gravity was interpolated from observed gravity values.
 MK0116
 MK0116;                    North         East    Units  Estimated Accuracy
 MK0116;SPC NE       -   228,200.      793,180.      MT  (+/- 180 meters Scaled)
 MK0116
 MK0116                          SUPERSEDED SURVEY CONTROL
 MK0116
 MK0116  NGVD 29 (??/??/92)  390.878  (m)         1282.41   (f) ADJ UNCH    2 0
 MK0116
 MK0116.Superseded values are not recommended for survey control.
 MK0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0116.See file dsdata.txt to determine how the superseded data were derived.
 MK0116
 MK0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM102345(NAD 83)
 MK0116_MARKER: DB = BENCH MARK DISK
 MK0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0116_SP_SET: CONCRETE BASE
 MK0116_STAMPING: K 132 1935
 MK0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0116
 MK0116  HISTORY     - Date     Condition        Report By
 MK0116  HISTORY     - 1935     MONUMENTED       CGS
 MK0116  HISTORY     - 1947     GOOD             NGS
 MK0116
 MK0116                          STATION DESCRIPTION
 MK0116
 MK0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0116'AT OAKLAND.
 MK0116'AT OAKLAND, AT THE WATER TANK FOR THE CHICAGO, ST. PAUL, MINNEAPOLIS
 MK0116'AND OMAHA RAILWAY AND 158.0 FEET SOUTH OF THE SOUTH END OF THEIR
 MK0116'STATION, 10.2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 MK0116'ABOUT 2 FEET ABOVE THE GROUND, SET IN TOP OF THE EAST EDGE OF THE
 MK0116'CONCRETE BASE OF THE MOST SOUTHERLY ONE OF THE TWO MOST EASTERLY
 MK0116'STEEL LEGS FOR THE RAILWAY WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1179 ***********************************************************************
 MK1179  DESIGNATION -  K 133 RESET
 MK1179  PID         -  MK1179
 MK1179  STATE/COUNTY-  NE/COLFAX
 MK1179  USGS QUAD   -  CLARKSON SE (1966)
 MK1179
 MK1179                         *CURRENT SURVEY CONTROL
 MK1179  ___________________________________________________________________
 MK1179* NAD 83(1986)-  41 30 21.     (N)    097 03 32.     (W)     SCALED    
 MK1179* NAVD 88     -       440.09   (meters)    1443.9    (feet)  RESET     
 MK1179  ___________________________________________________________________
 MK1179  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 MK1179
 MK1179  VERT ORDER  -  THIRD
 MK1179
 MK1179.The horizontal coordinates were scaled from a topographic map and have
 MK1179.an estimated accuracy of +/- 6 seconds.
 MK1179
 MK1179.The orthometric height was computed from unverified reset data.
 MK1179
 MK1179.The geoid height was determined by GEOID03.
 MK1179
 MK1179;                    North         East    Units  Estimated Accuracy
 MK1179;SPC NE       -   189,860.      745,420.      MT  (+/- 180 meters Scaled)
 MK1179
 MK1179                          SUPERSEDED SURVEY CONTROL
 MK1179
 MK1179  NGVD 29 (??/??/??)  439.91   (m)         1443.3    (f) RESET       3  
 MK1179
 MK1179.Superseded values are not recommended for survey control.
 MK1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1179.See file dsdata.txt to determine how the superseded data were derived.
 MK1179
 MK1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL620967(NAD 83)
 MK1179_MARKER: DB = BENCH MARK DISK
 MK1179_SETTING: 0 = UNSPECIFIED SETTING
 MK1179_STAMPING: K 133 RESET 1957
 MK1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1179
 MK1179  HISTORY     - Date     Condition        Report By
 MK1179  HISTORY     - 1957     MONUMENTED       NEDR
 MK1179  HISTORY     - 1958     GOOD             NGS
 MK1179
 MK1179                          STATION DESCRIPTION
 MK1179
 MK1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MK1179'4 MI N FROM SCHUYLER.
 MK1179'4.0 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE UNION PACIFIC
 MK1179'RAILROAD STATION AT SCHUYLER, COLFAX COUNTY, ABOUT 1,100 FEET
 MK1179'NORTH OF A FARM ENTRANCE, 89.28 FEET EAST FROM THE CENTERLINE
 MK1179'OF HIGHWAY 15 AT STATION 194+00, 1.10 FEET WEST OF A WOVEN WIRE
 MK1179'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1279 ***********************************************************************
 MK1279  DESIGNATION -  K 134
 MK1279  PID         -  MK1279
 MK1279  STATE/COUNTY-  NE/BUTLER
 MK1279  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1279
 MK1279                         *CURRENT SURVEY CONTROL
 MK1279  ___________________________________________________________________
 MK1279* NAD 83(1986)-  41 16 59.     (N)    097 08 51.     (W)     SCALED    
 MK1279* NAVD 88     -       494.103  (meters)    1621.07   (feet)  ADJUSTED  
 MK1279  ___________________________________________________________________
 MK1279  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 MK1279  DYNAMIC HT  -         493.874 (meters)    1620.32  (feet)  COMP
 MK1279  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 MK1279
 MK1279  VERT ORDER  -  SECOND    CLASS 0
 MK1279
 MK1279.The horizontal coordinates were scaled from a topographic map and have
 MK1279.an estimated accuracy of +/- 6 seconds.
 MK1279
 MK1279.The orthometric height was determined by differential leveling
 MK1279.and adjusted by the National Geodetic Survey in June 1991..
 MK1279
 MK1279.The geoid height was determined by GEOID03.
 MK1279
 MK1279.The dynamic height is computed by dividing the NAVD 88
 MK1279.geopotential number by the normal gravity value computed on the
 MK1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1279.degrees latitude (g = 980.6199 gals.).
 MK1279
 MK1279.The modeled gravity was interpolated from observed gravity values.
 MK1279
 MK1279;                    North         East    Units  Estimated Accuracy
 MK1279;SPC NE       -   164,900.      738,840.      MT  (+/- 180 meters Scaled)
 MK1279
 MK1279                          SUPERSEDED SURVEY CONTROL
 MK1279
 MK1279  NGVD 29 (??/??/92)  493.927  (m)         1620.49   (f) ADJ UNCH    2 0
 MK1279
 MK1279.Superseded values are not recommended for survey control.
 MK1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1279.See file dsdata.txt to determine how the superseded data were derived.
 MK1279
 MK1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL551718(NAD 83)
 MK1279_MARKER: DB = BENCH MARK DISK
 MK1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1279_STAMPING: K 134 1935
 MK1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1279+STABILITY: SURFACE MOTION
 MK1279
 MK1279  HISTORY     - Date     Condition        Report By
 MK1279  HISTORY     - 1935     MONUMENTED       CGS
 MK1279
 MK1279                          STATION DESCRIPTION
 MK1279
 MK1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1279'2.2 MI N FROM DAVID CITY.
 MK1279'ALONG THE CHICAGO, BURLINGTON, AND QUINCY RAILROAD BETWEEN
 MK1279'DAVID CITY AND COLUMBUS, NEBRASKA, 25 RAILS SOUTH OF MILE POST
 MK1279'55.  35.0 FEET WEST OF WEST RAIL, 13.0 FEET EAST OF RIGHT OF WAY
 MK1279'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0683 ***********************************************************************
 LG0683  DESIGNATION -  K 135
 LG0683  PID         -  LG0683
 LG0683  STATE/COUNTY-  NE/YORK
 LG0683  USGS QUAD   -  YORK SOUTH (1969)
 LG0683
 LG0683                         *CURRENT SURVEY CONTROL
 LG0683  ___________________________________________________________________
 LG0683* NAD 83(1986)-  40 49 40.     (N)    097 35 32.     (W)     SCALED    
 LG0683* NAVD 88     -       499.715  (meters)    1639.48   (feet)  ADJUSTED  
 LG0683  ___________________________________________________________________
 LG0683  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 LG0683  DYNAMIC HT  -         499.451 (meters)    1638.62  (feet)  COMP
 LG0683  MODELED GRAV-     980,078.9   (mgal)                       NAVD 88
 LG0683
 LG0683  VERT ORDER  -  SECOND    CLASS 0
 LG0683
 LG0683.The horizontal coordinates were scaled from a topographic map and have
 LG0683.an estimated accuracy of +/- 6 seconds.
 LG0683
 LG0683.The orthometric height was determined by differential leveling
 LG0683.and adjusted by the National Geodetic Survey in June 1991..
 LG0683
 LG0683.The geoid height was determined by GEOID03.
 LG0683
 LG0683.The dynamic height is computed by dividing the NAVD 88
 LG0683.geopotential number by the normal gravity value computed on the
 LG0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0683.degrees latitude (g = 980.6199 gals.).
 LG0683
 LG0683.The modeled gravity was interpolated from observed gravity values.
 LG0683
 LG0683;                    North         East    Units  Estimated Accuracy
 LG0683;SPC NE       -   113,240.      703,020.      MT  (+/- 180 meters Scaled)
 LG0683
 LG0683                          SUPERSEDED SURVEY CONTROL
 LG0683
 LG0683  NGVD 29 (??/??/92)  499.520  (m)         1638.84   (f) ADJ UNCH    2 0
 LG0683
 LG0683.Superseded values are not recommended for survey control.
 LG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0683.See file dsdata.txt to determine how the superseded data were derived.
 LG0683
 LG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL187205(NAD 83)
 LG0683_MARKER: DB = BENCH MARK DISK
 LG0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0683_STAMPING: K 135 1935
 LG0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0683+STABILITY: SURFACE MOTION
 LG0683
 LG0683  HISTORY     - Date     Condition        Report By
 LG0683  HISTORY     - 1935     MONUMENTED       CGS
 LG0683  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0683
 LG0683                          STATION DESCRIPTION
 LG0683
 LG0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0683'3.8 MI S FROM YORK.
 LG0683'3.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0683'FROM THE STATION AT YORK, YORK COUNTY, 0.1 MILE SOUTH OF A ROAD
 LG0683'CROSSING, 12.6 FEET WEST OF MILEPOST 132, 45 FEET WEST OF THE
 LG0683'WEST RAIL OF THE MAIN TRACK, AND 3.3 FEET EAST OF A FENCE.  A
 LG0683'STANDARD DISK, STAMPED K 135 1935 AND SET IN THE TOP OF A
 LG0683'CONCRETE POST.  NOTE-- IT WAS REPORTED IN SEPTEMBER 1938 THAT
 LG0683'THIS MARK HAS BEEN DAMAGED BY FARM MACHINERY, AND THE POST IS
 LG0683'LOOSE IN THE GROUND.
 LG0683
 LG0683                          STATION RECOVERY (1967)
 LG0683
 LG0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0141 ***********************************************************************
 ML0141  DESIGNATION -  K 136
 ML0141  PID         -  ML0141
 ML0141  STATE/COUNTY-  NE/MERRICK
 ML0141  USGS QUAD   -  CENTRAL CITY WEST (1983)
 ML0141
 ML0141                         *CURRENT SURVEY CONTROL
 ML0141  ___________________________________________________________________
 ML0141* NAD 83(1986)-  41 06 51.     (N)    098 00 09.     (W)     SCALED    
 ML0141* NAVD 88     -       519.435  (meters)    1704.18   (feet)  ADJUSTED  
 ML0141  ___________________________________________________________________
 ML0141  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 ML0141  DYNAMIC HT  -         519.177 (meters)    1703.33  (feet)  COMP
 ML0141  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 ML0141
 ML0141  VERT ORDER  -  FIRST     CLASS II
 ML0141
 ML0141.The horizontal coordinates were scaled from a topographic map and have
 ML0141.an estimated accuracy of +/- 6 seconds.
 ML0141
 ML0141.The orthometric height was determined by differential leveling
 ML0141.and adjusted by the National Geodetic Survey in June 1991..
 ML0141
 ML0141.The geoid height was determined by GEOID03.
 ML0141
 ML0141.The dynamic height is computed by dividing the NAVD 88
 ML0141.geopotential number by the normal gravity value computed on the
 ML0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0141.degrees latitude (g = 980.6199 gals.).
 ML0141
 ML0141.The modeled gravity was interpolated from observed gravity values.
 ML0141
 ML0141;                    North         East    Units  Estimated Accuracy
 ML0141;SPC NE       -   144,140.      667,700.      MT  (+/- 180 meters Scaled)
 ML0141
 ML0141                          SUPERSEDED SURVEY CONTROL
 ML0141
 ML0141  NGVD 29 (??/??/92)  519.215  (m)         1703.46   (f) ADJ UNCH    1 2
 ML0141
 ML0141.Superseded values are not recommended for survey control.
 ML0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0141.See file dsdata.txt to determine how the superseded data were derived.
 ML0141
 ML0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL837519(NAD 83)
 ML0141_MARKER: DB = BENCH MARK DISK
 ML0141_SETTING: 0 = UNSPECIFIED SETTING
 ML0141_STAMPING: K 136 1935
 ML0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0141
 ML0141  HISTORY     - Date     Condition        Report By
 ML0141  HISTORY     - 1935     MONUMENTED       CGS
 ML0141  HISTORY     - 1945     GOOD             NGS
 ML0141
 ML0141                          STATION DESCRIPTION
 ML0141
 ML0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 ML0141'AT CENTRAL CITY.
 ML0141'BENCH MARK IS LOCATED IN THE NORTH WALL OF THE MERRICK COUNTY
 ML0141'COURT HOUSE, 1.0 FOOT EAST OF NORTHWEST CORNER OF BUILDING,
 ML0141'BM IS SET FLUSH AND VERTICALLY 4.6 FEET ABOVE LEVEL OF GROUND.
 ML0141'NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE COURT HOUSE SERVES
 ML0141'AS LANDMARK.  STD. DISK BM IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1311 ***********************************************************************
 MK1311  DESIGNATION -  K 137
 MK1311  PID         -  MK1311
 MK1311  STATE/COUNTY-  NE/YORK
 MK1311  USGS QUAD   -  SURPRISE (1966)
 MK1311
 MK1311                         *CURRENT SURVEY CONTROL
 MK1311  ___________________________________________________________________
 MK1311* NAD 83(1986)-  41 04 07.     (N)    097 21 04.     (W)     SCALED    
 MK1311* NAVD 88     -       493.933  (meters)    1620.51   (feet)  ADJUSTED  
 MK1311  ___________________________________________________________________
 MK1311  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 MK1311  DYNAMIC HT  -         493.682 (meters)    1619.69  (feet)  COMP
 MK1311  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 MK1311
 MK1311  VERT ORDER  -  SECOND    CLASS 0
 MK1311
 MK1311.The horizontal coordinates were scaled from a topographic map and have
 MK1311.an estimated accuracy of +/- 6 seconds.
 MK1311
 MK1311.The orthometric height was determined by differential leveling
 MK1311.and adjusted by the National Geodetic Survey in June 1991..
 MK1311
 MK1311.The geoid height was determined by GEOID03.
 MK1311
 MK1311.The dynamic height is computed by dividing the NAVD 88
 MK1311.geopotential number by the normal gravity value computed on the
 MK1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1311.degrees latitude (g = 980.6199 gals.).
 MK1311
 MK1311.The modeled gravity was interpolated from observed gravity values.
 MK1311
 MK1311;                    North         East    Units  Estimated Accuracy
 MK1311;SPC NE       -   140,560.      722,530.      MT  (+/- 180 meters Scaled)
 MK1311
 MK1311                          SUPERSEDED SURVEY CONTROL
 MK1311
 MK1311  NGVD 29 (??/??/92)  493.737  (m)         1619.87   (f) ADJ UNCH    2 0
 MK1311
 MK1311.Superseded values are not recommended for survey control.
 MK1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1311.See file dsdata.txt to determine how the superseded data were derived.
 MK1311
 MK1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL385476(NAD 83)
 MK1311_MARKER: DB = BENCH MARK DISK
 MK1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1311_STAMPING: K-137-1935
 MK1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1311+STABILITY: SURFACE MOTION
 MK1311
 MK1311  HISTORY     - Date     Condition        Report By
 MK1311  HISTORY     - 1935     MONUMENTED       CGS
 MK1311  HISTORY     - 19950510 MARK NOT FOUND   NGS
 MK1311
 MK1311                          STATION DESCRIPTION
 MK1311
 MK1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1311'3.5 MI SW FROM SURPRISE.
 MK1311'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1311'AND YORK, 30 (33-FOOT) RAILS NORTHEAST OF MILE POST NO. 59,
 MK1311'41.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5.0 FEET NORTHWEST
 MK1311'OF FENCE.
 MK1311
 MK1311                          STATION RECOVERY (1995)
 MK1311
 MK1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK1311'SEARCHED FOR BUT COULD NOT LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0135 ***********************************************************************
 LH0135  DESIGNATION -  K 138
 LH0135  PID         -  LH0135
 LH0135  STATE/COUNTY-  NE/HAMILTON
 LH0135  USGS QUAD   -  AURORA WEST (1968)
 LH0135
 LH0135                         *CURRENT SURVEY CONTROL
 LH0135  ___________________________________________________________________
 LH0135* NAD 83(1986)-  40 51 55.     (N)    098 02 17.     (W)     SCALED    
 LH0135* NAVD 88     -       550.174  (meters)    1805.03   (feet)  ADJUSTED  
 LH0135  ___________________________________________________________________
 LH0135  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 LH0135  DYNAMIC HT  -         549.889 (meters)    1804.09  (feet)  COMP
 LH0135  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 LH0135
 LH0135  VERT ORDER  -  SECOND    CLASS 0
 LH0135
 LH0135.The horizontal coordinates were scaled from a topographic map and have
 LH0135.an estimated accuracy of +/- 6 seconds.
 LH0135
 LH0135.The orthometric height was determined by differential leveling
 LH0135.and adjusted by the National Geodetic Survey in June 1991..
 LH0135
 LH0135.The geoid height was determined by GEOID03.
 LH0135
 LH0135.The dynamic height is computed by dividing the NAVD 88
 LH0135.geopotential number by the normal gravity value computed on the
 LH0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0135.degrees latitude (g = 980.6199 gals.).
 LH0135
 LH0135.The modeled gravity was interpolated from observed gravity values.
 LH0135
 LH0135;                    North         East    Units  Estimated Accuracy
 LH0135;SPC NE       -   116,450.      665,340.      MT  (+/- 180 meters Scaled)
 LH0135
 LH0135                          SUPERSEDED SURVEY CONTROL
 LH0135
 LH0135  NGVD 29 (??/??/92)  549.943  (m)         1804.27   (f) ADJ UNCH    2 0
 LH0135
 LH0135.Superseded values are not recommended for survey control.
 LH0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0135.See file dsdata.txt to determine how the superseded data were derived.
 LH0135
 LH0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL810242(NAD 83)
 LH0135_MARKER: DB = BENCH MARK DISK
 LH0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0135_STAMPING: K 138 1935
 LH0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0135+STABILITY: SURFACE MOTION
 LH0135
 LH0135  HISTORY     - Date     Condition        Report By
 LH0135  HISTORY     - 1935     MONUMENTED       CGS
 LH0135  HISTORY     - 1950     GOOD             NGS
 LH0135
 LH0135                          STATION DESCRIPTION
 LH0135
 LH0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LH0135'1.9 MI W FROM AURORA.
 LH0135'1.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0135'FROM THE STATION AT AURORA, AT A ROAD CROSSING, 58.7 FEET WEST
 LH0135'OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 43.2 FEET SOUTH
 LH0135'OF THE SOUTH RAIL OF THE TRACK, 8.5 FEET SOUTHWEST OF A TELEPHONE
 LH0135'POLE, 1.4 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1.0 FOOT
 LH0135'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 LH0135'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1073 ***********************************************************************
 MK1073  DESIGNATION -  K 139
 MK1073  PID         -  MK1073
 MK1073  STATE/COUNTY-  NE/CUMING
 MK1073  USGS QUAD   -  WEST POINT (1983)
 MK1073
 MK1073                         *CURRENT SURVEY CONTROL
 MK1073  ___________________________________________________________________
 MK1073* NAD 83(1986)-  41 50 11.     (N)    096 42 49.     (W)     SCALED    
 MK1073* NAVD 88     -       399.254  (meters)    1309.89   (feet)  ADJUSTED  
 MK1073  ___________________________________________________________________
 MK1073  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 MK1073  DYNAMIC HT  -         399.108 (meters)    1309.41  (feet)  COMP
 MK1073  MODELED GRAV-     980,245.2   (mgal)                       NAVD 88
 MK1073
 MK1073  VERT ORDER  -  SECOND    CLASS 0
 MK1073
 MK1073.The horizontal coordinates were scaled from a topographic map and have
 MK1073.an estimated accuracy of +/- 6 seconds.
 MK1073
 MK1073.The orthometric height was determined by differential leveling
 MK1073.and adjusted by the National Geodetic Survey in June 1991..
 MK1073
 MK1073.The geoid height was determined by GEOID03.
 MK1073
 MK1073.The dynamic height is computed by dividing the NAVD 88
 MK1073.geopotential number by the normal gravity value computed on the
 MK1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1073.degrees latitude (g = 980.6199 gals.).
 MK1073
 MK1073.The modeled gravity was interpolated from observed gravity values.
 MK1073
 MK1073;                    North         East    Units  Estimated Accuracy
 MK1073;SPC NE       -   227,580.      772,820.      MT  (+/- 180 meters Scaled)
 MK1073
 MK1073                          SUPERSEDED SURVEY CONTROL
 MK1073
 MK1073  NGVD 29 (??/??/92)  399.113  (m)         1309.42   (f) ADJ UNCH    2 0
 MK1073
 MK1073.Superseded values are not recommended for survey control.
 MK1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1073.See file dsdata.txt to determine how the superseded data were derived.
 MK1073
 MK1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM898341(NAD 83)
 MK1073_MARKER: DB = BENCH MARK DISK
 MK1073_SETTING: 0 = UNSPECIFIED SETTING
 MK1073_STAMPING: K-139-1935
 MK1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1073
 MK1073  HISTORY     - Date     Condition        Report By
 MK1073  HISTORY     - 1935     MONUMENTED       CGS
 MK1073  HISTORY     - 1965     MARK NOT FOUND   NGS
 MK1073
 MK1073                          STATION DESCRIPTION
 MK1073
 MK1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1073'AT WEST POINT.
 MK1073'A HORIZONTAL MARK IN THE NORTHWEST CORNER OF THE CHICAGO
 MK1073'AND NORTH WESTERN RAILROAD WATER TANK FOUNDATION, 125.5 FEET
 MK1073'EAST OF THE EAST RAIL OF THE MAIN TRACK, 90.4 FEET SOUTHEAST OF
 MK1073'THE SOUTHEAST CORNER OF THE DEPOT, 11.0 FEET NORTHWEST OF THE
 MK1073'NORTHWEST CORNER OF WATER TOWER, 1.5 FEET ABOVE THE GROUND
 MK1073'LEVEL.
 MK1073
 MK1073                          STATION RECOVERY (1965)
 MK1073
 MK1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MK1073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0456 ***********************************************************************
 LG0456  DESIGNATION -  K 14
 LG0456  PID         -  LG0456
 LG0456  STATE/COUNTY-  NE/FILLMORE
 LG0456  USGS QUAD   -  EXETER (1969)
 LG0456
 LG0456                         *CURRENT SURVEY CONTROL
 LG0456  ___________________________________________________________________
 LG0456* NAD 83(1986)-  40 38 52.     (N)    097 24 22.     (W)     SCALED    
 LG0456* NAVD 88     -       483.780  (meters)    1587.20   (feet)  ADJUSTED  
 LG0456  ___________________________________________________________________
 LG0456  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 LG0456  DYNAMIC HT  -         483.515 (meters)    1586.33  (feet)  COMP
 LG0456  MODELED GRAV-     980,061.1   (mgal)                       NAVD 88
 LG0456
 LG0456  VERT ORDER  -  FIRST     CLASS II
 LG0456
 LG0456.The horizontal coordinates were scaled from a topographic map and have
 LG0456.an estimated accuracy of +/- 6 seconds.
 LG0456
 LG0456.The orthometric height was determined by differential leveling
 LG0456.and adjusted by the National Geodetic Survey in May 1993..
 LG0456
 LG0456.The geoid height was determined by GEOID03.
 LG0456
 LG0456.The dynamic height is computed by dividing the NAVD 88
 LG0456.geopotential number by the normal gravity value computed on the
 LG0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0456.degrees latitude (g = 980.6199 gals.).
 LG0456
 LG0456.The modeled gravity was interpolated from observed gravity values.
 LG0456
 LG0456;                    North         East    Units  Estimated Accuracy
 LG0456;SPC NE       -    93,720.      719,310.      MT  (+/- 180 meters Scaled)
 LG0456
 LG0456                          SUPERSEDED SURVEY CONTROL
 LG0456
 LG0456  NAVD 88 (06/15/91)  483.768  (m)         1587.16   (f) UNKNOWN     1 2
 LG0456  NGVD 29 (??/??/92)  483.604  (m)         1586.62   (f) ADJ UNCH    1 2
 LG0456
 LG0456.Superseded values are not recommended for survey control.
 LG0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0456.See file dsdata.txt to determine how the superseded data were derived.
 LG0456
 LG0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL347008(NAD 83)
 LG0456_MARKER: DB = BENCH MARK DISK
 LG0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0456_SP_SET: CONCRETE POST
 LG0456_STAMPING: K 14 1933 1586.516
 LG0456_MARK LOGO: CGS   
 LG0456_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0456+STABILITY: SURFACE MOTION
 LG0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0456+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0456
 LG0456  HISTORY     - Date     Condition        Report By
 LG0456  HISTORY     - 1933     MONUMENTED       CGS
 LG0456  HISTORY     - 1940     GOOD             NGS
 LG0456  HISTORY     - 19911008 GOOD             NGS
 LG0456
 LG0456                          STATION DESCRIPTION
 LG0456
 LG0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0456'2.3 MI E FROM EXETER.
 LG0456'2.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0456'FROM THE STATION AT EXETER, FILLMORE COUNTY, 0.5 MILE EAST OF
 LG0456'MILEPOST 103, 127 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 79
 LG0456'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 61 FEET NORTH OF THE
 LG0456'CENTERLINE OF U.S. HIGHWAY 6, 11 FEET WEST OF A POLE, IN LINE
 LG0456'WITH THE ROW OF POLES, AND 3 FEET EAST OF A WHITE WOODEN WITNESS
 LG0456'POST.  A STANDARD DISK, STAMPED 1586.516 K 14 1933 AND SET IN
 LG0456'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LG0456
 LG0456                          STATION RECOVERY (1991)
 LG0456
 LG0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0456'16.4 KM (10.20 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0456'OF U.S. HIGHWAY 81 IN FAIRMONT, 40.2 M (131.9 FT) EAST OF THE CENTER
 LG0456'OF A GRAVELED ROAD, 23.5 M (77.1 FT) SOUTH OF THE NEAR RAIL OF THE
 LG0456'BURLINGTON NORTHERN RAILROAD, 18.7 M (61.4 FT) NORTH OF AND LEVEL
 LG0456'WITH THE HIGHWAY CENTERLINE, 4.2 M (13.8 FT) WEST OF A UTILITY POLE,
 LG0456'0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 LG0456'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0276 ***********************************************************************
 MK0276  DESIGNATION -  K 140
 MK0276  PID         -  MK0276
 MK0276  STATE/COUNTY-  NE/BURT
 MK0276  USGS QUAD   -  LYONS (1966)
 MK0276
 MK0276                         *CURRENT SURVEY CONTROL
 MK0276  ___________________________________________________________________
 MK0276* NAD 83(1986)-  41 56 15.     (N)    096 25 14.     (W)     SCALED    
 MK0276* NAVD 88     -       420.344  (meters)    1379.08   (feet)  ADJUSTED  
 MK0276  ___________________________________________________________________
 MK0276  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 MK0276  DYNAMIC HT  -         420.193 (meters)    1378.58  (feet)  COMP
 MK0276  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 MK0276
 MK0276  VERT ORDER  -  SECOND    CLASS 0
 MK0276
 MK0276.The horizontal coordinates were scaled from a topographic map and have
 MK0276.an estimated accuracy of +/- 6 seconds.
 MK0276
 MK0276.The orthometric height was determined by differential leveling
 MK0276.and adjusted by the National Geodetic Survey in June 1991..
 MK0276
 MK0276.The geoid height was determined by GEOID03.
 MK0276
 MK0276.The dynamic height is computed by dividing the NAVD 88
 MK0276.geopotential number by the normal gravity value computed on the
 MK0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0276.degrees latitude (g = 980.6199 gals.).
 MK0276
 MK0276.The modeled gravity was interpolated from observed gravity values.
 MK0276
 MK0276;                    North         East    Units  Estimated Accuracy
 MK0276;SPC NE       -   239,760.      796,670.      MT  (+/- 180 meters Scaled)
 MK0276
 MK0276                          SUPERSEDED SURVEY CONTROL
 MK0276
 MK0276  NGVD 29 (??/??/92)  420.197  (m)         1378.60   (f) ADJ UNCH    2 0
 MK0276
 MK0276.Superseded values are not recommended for survey control.
 MK0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0276.See file dsdata.txt to determine how the superseded data were derived.
 MK0276
 MK0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM138460(NAD 83)
 MK0276_MARKER: DB = BENCH MARK DISK
 MK0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0276_STAMPING: K 140 1935
 MK0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0276+STABILITY: SURFACE MOTION
 MK0276
 MK0276  HISTORY     - Date     Condition        Report By
 MK0276  HISTORY     - 1935     MONUMENTED       CGS
 MK0276  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0276
 MK0276                          STATION DESCRIPTION
 MK0276
 MK0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0276'2.6 MI E FROM LYONS.
 MK0276'2.6 MILES EAST ALONG STATE HIGHWAY 118 FROM THE CHICAGO,
 MK0276'BURLINGTON AND QUINCY RAILROAD STATION AT LYONS, BURT COUNTY, 0.2
 MK0276'MILE EAST OF THE SECOND SECTION LINE ROAD EAST OF THE JUNCTION
 MK0276'OF U.S. HIGHWAY 77, 500 FEET EAST OF A FARMHOUSE OWNED IN 1935
 MK0276'BY FRED JENSEN, 25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 MK0276'2.5 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE, AND IN LINE WITH
 MK0276'A ROW OF POLES.  A STANDARD DISK, STAMPED K 140 1935 AND SET IN
 MK0276'THE TOP OF A CONCRETE POST.
 MK0276
 MK0276                          STATION RECOVERY (1965)
 MK0276
 MK0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1187 ***********************************************************************
 MK1187  DESIGNATION -  K 141
 MK1187  PID         -  MK1187
 MK1187  STATE/COUNTY-  NE/STANTON
 MK1187  USGS QUAD   -  MADISON NE (1976)
 MK1187
 MK1187                         *CURRENT SURVEY CONTROL
 MK1187  ___________________________________________________________________
 MK1187* NAD 83(1986)-  41 57 16.     (N)    097 17 13.     (W)     SCALED    
 MK1187* NAVD 88     -       451.021  (meters)    1479.72   (feet)  ADJUSTED  
 MK1187  ___________________________________________________________________
 MK1187  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 MK1187  DYNAMIC HT  -         450.852 (meters)    1479.17  (feet)  COMP
 MK1187  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 MK1187
 MK1187  VERT ORDER  -  SECOND    CLASS 0
 MK1187
 MK1187.The horizontal coordinates were scaled from a topographic map and have
 MK1187.an estimated accuracy of +/- 6 seconds.
 MK1187
 MK1187.The orthometric height was determined by differential leveling
 MK1187.and adjusted by the National Geodetic Survey in June 1991..
 MK1187
 MK1187.The geoid height was determined by GEOID03.
 MK1187
 MK1187.The dynamic height is computed by dividing the NAVD 88
 MK1187.geopotential number by the normal gravity value computed on the
 MK1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1187.degrees latitude (g = 980.6199 gals.).
 MK1187
 MK1187.The modeled gravity was interpolated from observed gravity values.
 MK1187
 MK1187;                    North         East    Units  Estimated Accuracy
 MK1187;SPC NE       -   239,030.      724,830.      MT  (+/- 180 meters Scaled)
 MK1187
 MK1187                          SUPERSEDED SURVEY CONTROL
 MK1187
 MK1187  NGVD 29 (??/??/92)  450.850  (m)         1479.16   (f) ADJ UNCH    2 0
 MK1187
 MK1187.Superseded values are not recommended for survey control.
 MK1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1187.See file dsdata.txt to determine how the superseded data were derived.
 MK1187
 MK1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM419461(NAD 83)
 MK1187_MARKER: DB = BENCH MARK DISK
 MK1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1187_STAMPING: K-141-1935
 MK1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1187+STABILITY: SURFACE MOTION
 MK1187
 MK1187  HISTORY     - Date     Condition        Report By
 MK1187  HISTORY     - 1935     MONUMENTED       CGS
 MK1187  HISTORY     - 1968     MARK NOT FOUND   NGS
 MK1187
 MK1187                          STATION DESCRIPTION
 MK1187
 MK1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1187'3.6 MI W FROM STANTON.
 MK1187'3.6 MILES WEST OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1187'RAILROAD BETWEEN PILGER AND NORFOLK, 71 FEET SOUTHWEST OF THE
 MK1187'SOUTHWEST CORNER OF BRIDGE ON STATE HIGHWAY NO. 8, 88 FEET NORTH
 MK1187'OF MILE POST NO. 73, AND DIRECTLY OPPOSITE, 43.5 FEET NORTH OF
 MK1187'THE NORTH RAIL, 38.0 FEET SOUTH OF THE CENTER LINE OF STATE
 MK1187'HIGHWAY NO. 8.  NOTE-- OLD HIGHWAY WAS WIDENED OR COVERED WITH
 MK1187'FILL DIRT.
 MK1187
 MK1187                          STATION RECOVERY (1968)
 MK1187
 MK1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MK1187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0084 ***********************************************************************
 LH0084  DESIGNATION -  K 15
 LH0084  PID         -  LH0084
 LH0084  STATE/COUNTY-  NE/CLAY
 LH0084  USGS QUAD   -  HARVARD (1969)
 LH0084
 LH0084                         *CURRENT SURVEY CONTROL
 LH0084  ___________________________________________________________________
 LH0084* NAD 83(1986)-  40 37 00.     (N)    098 05 50.     (W)     SCALED    
 LH0084* NAVD 88     -       549.690  (meters)    1803.44   (feet)  ADJUSTED  
 LH0084  ___________________________________________________________________
 LH0084  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 LH0084  DYNAMIC HT  -         549.385 (meters)    1802.44  (feet)  COMP
 LH0084  MODELED GRAV-     980,051.6   (mgal)                       NAVD 88
 LH0084
 LH0084  VERT ORDER  -  FIRST     CLASS II
 LH0084
 LH0084.The horizontal coordinates were scaled from a topographic map and have
 LH0084.an estimated accuracy of +/- 6 seconds.
 LH0084
 LH0084.The orthometric height was determined by differential leveling
 LH0084.and adjusted by the National Geodetic Survey in June 1991..
 LH0084
 LH0084.The geoid height was determined by GEOID03.
 LH0084
 LH0084.The dynamic height is computed by dividing the NAVD 88
 LH0084.geopotential number by the normal gravity value computed on the
 LH0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0084.degrees latitude (g = 980.6199 gals.).
 LH0084
 LH0084.The modeled gravity was interpolated from observed gravity values.
 LH0084
 LH0084;                    North         East    Units  Estimated Accuracy
 LH0084;SPC NE       -    88,740.      660,970.      MT  (+/- 180 meters Scaled)
 LH0084
 LH0084                          SUPERSEDED SURVEY CONTROL
 LH0084
 LH0084  NGVD 29 (??/??/92)  549.472  (m)         1802.73   (f) ADJ UNCH    1 2
 LH0084
 LH0084.Superseded values are not recommended for survey control.
 LH0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0084.See file dsdata.txt to determine how the superseded data were derived.
 LH0084
 LH0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK763965(NAD 83)
 LH0084_MARKER: DB = BENCH MARK DISK
 LH0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0084_SP_SET: CONCRETE POST
 LH0084_STAMPING: K 15 1933 1802.762
 LH0084_MARK LOGO: CGS   
 LH0084_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0084+STABILITY: SURFACE MOTION
 LH0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0084+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1991
 LH0084
 LH0084  HISTORY     - Date     Condition        Report By
 LH0084  HISTORY     - 1933     MONUMENTED       CGS
 LH0084  HISTORY     - 1934     GOOD             NGS
 LH0084  HISTORY     - 19911006 GOOD             NGS
 LH0084
 LH0084                          STATION DESCRIPTION
 LH0084
 LH0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0084'AT HARVARD.
 LH0084'AT HARVARD, CLAY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0084'RAILROAD, 9-1/2 RAILS EAST OF THE EAST FACE OF THE STATION, AT THE
 LH0084'EAST END OF THE STATION PARK, AT THE MAIN STREET CROSSING, 41
 LH0084'FEET WEST OF THE CENTERLINE OF THE STREET, 39 FEET NORTH OF THE
 LH0084'CENTERLINE OF THE MAIN TRACK, 15 FEET NORTH OF A FENCE CORNER,
 LH0084'AND 2 FEET WEST OF A BRICK WALK.  A STANDARD DISK, STAMPED
 LH0084'1802.762 K 15 1933 AND SET IN THE TOP OF A CONCRETE POST
 LH0084'PROJECTING 3 INCHES ABOVE GROUND.
 LH0084
 LH0084                          STATION RECOVERY (1991)
 LH0084
 LH0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0084'IN HARVARD, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 LH0084'AND CLAY AVENUE, 28.0 M (91.9 FT) SOUTH OF THE CENTER OF DEPOT
 LH0084'STREET, 12.5 M (41.0 FT) WEST OF AND LEVEL WITH THE AVENUE CENTER,
 LH0084'11.1 M (36.4 FT) NORTH OF THE NEAR RAIL, 6.5 M (21.3 FT) NORTHWEST OF
 LH0084'A RAILROAD SIGNAL, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 LH0084'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0295 ***********************************************************************
 LJ0295  DESIGNATION -  K 158
 LJ0295  PID         -  LJ0295
 LJ0295  STATE/COUNTY-  NE/CHASE
 LJ0295  USGS QUAD   -  IMPERIAL (1973)
 LJ0295
 LJ0295                         *CURRENT SURVEY CONTROL
 LJ0295  ___________________________________________________________________
 LJ0295* NAD 83(1986)-  40 32 14.     (N)    101 43 21.     (W)     SCALED    
 LJ0295* NAVD 88     -      1017.959  (meters)    3339.75   (feet)  ADJUSTED  
 LJ0295  ___________________________________________________________________
 LJ0295  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 LJ0295  DYNAMIC HT  -        1017.257 (meters)    3337.45  (feet)  COMP
 LJ0295  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 LJ0295
 LJ0295  VERT ORDER  -  SECOND    CLASS 0
 LJ0295
 LJ0295.The horizontal coordinates were scaled from a topographic map and have
 LJ0295.an estimated accuracy of +/- 6 seconds.
 LJ0295
 LJ0295.The orthometric height was determined by differential leveling
 LJ0295.and adjusted by the National Geodetic Survey in June 1991..
 LJ0295
 LJ0295.The geoid height was determined by GEOID03.
 LJ0295
 LJ0295.The dynamic height is computed by dividing the NAVD 88
 LJ0295.geopotential number by the normal gravity value computed on the
 LJ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0295.degrees latitude (g = 980.6199 gals.).
 LJ0295
 LJ0295.The modeled gravity was interpolated from observed gravity values.
 LJ0295
 LJ0295;                    North         East    Units  Estimated Accuracy
 LJ0295;SPC NE       -    79,610.      354,110.      MT  (+/- 180 meters Scaled)
 LJ0295
 LJ0295                          SUPERSEDED SURVEY CONTROL
 LJ0295
 LJ0295  NGVD 29 (??/??/92) 1017.548  (m)         3338.41   (f) ADJ UNCH    2 0
 LJ0295
 LJ0295.Superseded values are not recommended for survey control.
 LJ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0295.See file dsdata.txt to determine how the superseded data were derived.
 LJ0295
 LJ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK694909(NAD 83)
 LJ0295_MARKER: DB = BENCH MARK DISK
 LJ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0295_STAMPING: K 158 1934
 LJ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0295+STABILITY: SURFACE MOTION
 LJ0295
 LJ0295  HISTORY     - Date     Condition        Report By
 LJ0295  HISTORY     - 1934     MONUMENTED       CGS
 LJ0295  HISTORY     - 1941     MARK NOT FOUND   NGS
 LJ0295
 LJ0295                          STATION DESCRIPTION
 LJ0295
 LJ0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0295'5.9 MI W FROM IMPERIAL.
 LJ0295'5.9 MILES WEST OF RAILROAD STATION AT IMPERIAL, ON U.S. HIGHWAY
 LJ0295'6 AT A CROSS ROADS, AND UNDER TELEPHONE LINE.  60 FEET SOUTH
 LJ0295'OF CENTER LINE OF HIGHWAY.  42 FEET EAST OF CENTER LINE OF
 LJ0295'CROSS ROADS.
 LJ0295
 LJ0295                          STATION RECOVERY (1941)
 LJ0295
 LJ0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LJ0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0651 ***********************************************************************
 ML0651  DESIGNATION -  K 16 RESET
 ML0651  PID         -  ML0651
 ML0651  STATE/COUNTY-  NE/CUSTER
 ML0651  USGS QUAD   -  MASON CITY SW (1978)
 ML0651
 ML0651                         *CURRENT SURVEY CONTROL
 ML0651  ___________________________________________________________________
 ML0651* NAD 83(1986)-  41 06 15.     (N)    099 23 42.     (W)     SCALED    
 ML0651* NAVD 88     -       738.43   (meters)    2422.7    (feet)  RESET     
 ML0651  ___________________________________________________________________
 ML0651  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ML0651
 ML0651  VERT ORDER  -  THIRD
 ML0651
 ML0651.The horizontal coordinates were scaled from a topographic map and have
 ML0651.an estimated accuracy of +/- 6 seconds.
 ML0651
 ML0651.The orthometric height was computed from unverified reset data.
 ML0651
 ML0651.The geoid height was determined by GEOID03.
 ML0651
 ML0651;                    North         East    Units  Estimated Accuracy
 ML0651;SPC NE       -   141,270.      550,810.      MT  (+/- 180 meters Scaled)
 ML0651
 ML0651                          SUPERSEDED SURVEY CONTROL
 ML0651
 ML0651.No superseded survey control is available for this station.
 ML0651
 ML0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML668503(NAD 83)
 ML0651_MARKER: DB = BENCH MARK DISK
 ML0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0651_STAMPING: K 16 RESET 1969
 ML0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0651+STABILITY: SURFACE MOTION
 ML0651
 ML0651  HISTORY     - Date     Condition        Report By
 ML0651  HISTORY     - 1969     MONUMENTED       NEDR
 ML0651
 ML0651                          STATION DESCRIPTION
 ML0651
 ML0651'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1969
 ML0651'13 MI NNW FROM MILLER.
 ML0651'ABOUT 12.0 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE INTERSECTION
 ML0651'OF STATE HIGHWAY 40 AT MILLER, THENCE 0.95 MILES WEST ALONG
 ML0651'A COUNTY ROAD, 250 FEET EAST OF A COUNTY ROAD INTERSECTION
 ML0651'AND IS BELIEVED TO BE SET IN THE TOP OF A CONCRETE POST ALONG
 ML0651'A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0262 ***********************************************************************
 LJ0262  DESIGNATION -  K 160
 LJ0262  PID         -  LJ0262
 LJ0262  STATE/COUNTY-  NE/PERKINS
 LJ0262  USGS QUAD   -  GRANT (1973)
 LJ0262
 LJ0262                         *CURRENT SURVEY CONTROL
 LJ0262  ___________________________________________________________________
 LJ0262* NAD 83(1986)-  40 48 57.     (N)    101 39 58.     (W)     SCALED    
 LJ0262* NAVD 88     -      1036.019  (meters)    3399.01   (feet)  ADJUSTED  
 LJ0262  ___________________________________________________________________
 LJ0262  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 LJ0262  DYNAMIC HT  -        1035.337 (meters)    3396.77  (feet)  COMP
 LJ0262  MODELED GRAV-     979,930.2   (mgal)                       NAVD 88
 LJ0262
 LJ0262  VERT ORDER  -  SECOND    CLASS 0
 LJ0262
 LJ0262.The horizontal coordinates were scaled from a topographic map and have
 LJ0262.an estimated accuracy of +/- 6 seconds.
 LJ0262
 LJ0262.The orthometric height was determined by differential leveling
 LJ0262.and adjusted by the National Geodetic Survey in June 1991..
 LJ0262
 LJ0262.The geoid height was determined by GEOID03.
 LJ0262
 LJ0262.The dynamic height is computed by dividing the NAVD 88
 LJ0262.geopotential number by the normal gravity value computed on the
 LJ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0262.degrees latitude (g = 980.6199 gals.).
 LJ0262
 LJ0262.The modeled gravity was interpolated from observed gravity values.
 LJ0262
 LJ0262;                    North         East    Units  Estimated Accuracy
 LJ0262;SPC NE       -   110,440.      359,480.      MT  (+/- 180 meters Scaled)
 LJ0262
 LJ0262                          SUPERSEDED SURVEY CONTROL
 LJ0262
 LJ0262  NGVD 29 (??/??/92) 1035.605  (m)         3397.65   (f) ADJ UNCH    2 0
 LJ0262
 LJ0262.Superseded values are not recommended for survey control.
 LJ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0262.See file dsdata.txt to determine how the superseded data were derived.
 LJ0262
 LJ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL751217(NAD 83)
 LJ0262_MARKER: DB = BENCH MARK DISK
 LJ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0262_STAMPING: K 160 1934
 LJ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0262+STABILITY: SURFACE MOTION
 LJ0262
 LJ0262  HISTORY     - Date     Condition        Report By
 LJ0262  HISTORY     - 1934     MONUMENTED       CGS
 LJ0262  HISTORY     - 1960     MARK NOT FOUND   NGS
 LJ0262
 LJ0262                          STATION DESCRIPTION
 LJ0262
 LJ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LJ0262'4.9 MI S FROM GRANT.
 LJ0262'4.9 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0262'BURLINGTON AND QUINCY RAILROAD WATER TANK AT GRANT, 125 FEET
 LJ0262'NORTH OF A ROAD IN A PROPERTY LINE, 25 FEET NORTH OF A CROSS
 LJ0262'ROAD NEAR A FARMHOUSE, AND 45 FEET WEST OF THE CENTERLINE OF
 LJ0262'THE HIGHWAY.  A STANDARD DISK, STAMPED K 160 1934 AND SET IN THE
 LJ0262'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0249 ***********************************************************************
 LJ0249  DESIGNATION -  K 162
 LJ0249  PID         -  LJ0249
 LJ0249  STATE/COUNTY-  NE/DUNDY
 LJ0249  USGS QUAD   -  BENKELMAN (1961)
 LJ0249
 LJ0249                         *CURRENT SURVEY CONTROL
 LJ0249  ___________________________________________________________________
 LJ0249* NAD 83(1986)-  40 04 20.     (N)    101 30 44.     (W)     SCALED    
 LJ0249* NAVD 88     -       923.195  (meters)    3028.85   (feet)  ADJUSTED  
 LJ0249  ___________________________________________________________________
 LJ0249  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 LJ0249  DYNAMIC HT  -         922.535 (meters)    3026.68  (feet)  COMP
 LJ0249  MODELED GRAV-     979,879.5   (mgal)                       NAVD 88
 LJ0249
 LJ0249  VERT ORDER  -  SECOND    CLASS 0
 LJ0249
 LJ0249.The horizontal coordinates were scaled from a topographic map and have
 LJ0249.an estimated accuracy of +/- 6 seconds.
 LJ0249
 LJ0249.The orthometric height was determined by differential leveling
 LJ0249.and adjusted by the National Geodetic Survey in June 1991..
 LJ0249
 LJ0249.The geoid height was determined by GEOID03.
 LJ0249
 LJ0249.The dynamic height is computed by dividing the NAVD 88
 LJ0249.geopotential number by the normal gravity value computed on the
 LJ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0249.degrees latitude (g = 980.6199 gals.).
 LJ0249
 LJ0249.The modeled gravity was interpolated from observed gravity values.
 LJ0249
 LJ0249;                    North         East    Units  Estimated Accuracy
 LJ0249;SPC NE       -    27,650.      371,010.      MT  (+/- 180 meters Scaled)
 LJ0249
 LJ0249                          SUPERSEDED SURVEY CONTROL
 LJ0249
 LJ0249  NGVD 29 (??/??/92)  922.841  (m)         3027.69   (f) ADJ UNCH    2 0
 LJ0249
 LJ0249.Superseded values are not recommended for survey control.
 LJ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0249.See file dsdata.txt to determine how the superseded data were derived.
 LJ0249
 LJ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK857387(NAD 83)
 LJ0249_MARKER: DB = BENCH MARK DISK
 LJ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0249_STAMPING: K 162 1934
 LJ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0249+STABILITY: SURFACE MOTION
 LJ0249
 LJ0249  HISTORY     - Date     Condition        Report By
 LJ0249  HISTORY     - 1934     MONUMENTED       CGS
 LJ0249  HISTORY     - 1959     GOOD             NGS
 LJ0249
 LJ0249                          STATION DESCRIPTION
 LJ0249
 LJ0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LJ0249'2.1 MI NE FROM BENKELMAN.
 LJ0249'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0249'BURLINGTON AND QUINCY RAILROAD STATION AT BENKELMAN, 0.1 MILE
 LJ0249'NORTH OF THE STATE FISH HATCHERY, AND 45 FEET EAST OF THE
 LJ0249'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 162 1934 AND
 LJ0249'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0625 ***********************************************************************
 LG0625  DESIGNATION -  K 163
 LG0625  PID         -  LG0625
 LG0625  STATE/COUNTY-  NE/NUCKOLLS
 LG0625  USGS QUAD   -  OAK (1960)
 LG0625
 LG0625                         *CURRENT SURVEY CONTROL
 LG0625  ___________________________________________________________________
 LG0625* NAD 83(1986)-  40 12 19.     (N)    097 55 07.     (W)     SCALED    
 LG0625* NAVD 88     -       502.644  (meters)    1649.09   (feet)  ADJUSTED  
 LG0625  ___________________________________________________________________
 LG0625  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 LG0625  DYNAMIC HT  -         502.352 (meters)    1648.13  (feet)  COMP
 LG0625  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 LG0625
 LG0625  VERT ORDER  -  SECOND    CLASS 0
 LG0625
 LG0625.The horizontal coordinates were scaled from a topographic map and have
 LG0625.an estimated accuracy of +/- 6 seconds.
 LG0625
 LG0625.The orthometric height was determined by differential leveling
 LG0625.and adjusted by the National Geodetic Survey in June 1991..
 LG0625
 LG0625.The geoid height was determined by GEOID03.
 LG0625
 LG0625.The dynamic height is computed by dividing the NAVD 88
 LG0625.geopotential number by the normal gravity value computed on the
 LG0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0625.degrees latitude (g = 980.6199 gals.).
 LG0625
 LG0625.The modeled gravity was interpolated from observed gravity values.
 LG0625
 LG0625;                    North         East    Units  Estimated Accuracy
 LG0625;SPC NE       -    43,430.      677,170.      MT  (+/- 180 meters Scaled)
 LG0625
 LG0625                          SUPERSEDED SURVEY CONTROL
 LG0625
 LG0625  NGVD 29 (??/??/92)  502.462  (m)         1648.49   (f) ADJ UNCH    2 0
 LG0625
 LG0625.Superseded values are not recommended for survey control.
 LG0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0625.See file dsdata.txt to determine how the superseded data were derived.
 LG0625
 LG0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK920511(NAD 83)
 LG0625_MARKER: DB = BENCH MARK DISK
 LG0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0625_STAMPING: K 163 1934
 LG0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0625+STABILITY: SURFACE MOTION
 LG0625
 LG0625  HISTORY     - Date     Condition        Report By
 LG0625  HISTORY     - 1934     MONUMENTED       CGS
 LG0625
 LG0625                          STATION DESCRIPTION
 LG0625
 LG0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0625'2.6 MI S FROM OAK.
 LG0625'2.6 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0625'THE STATION AT OAK, NUCKOLLS COUNTY, SOUTH OF BRIDGE C 147, AT
 LG0625'A ROAD CROSSING, 100 FEET WEST OF THE CENTER LINE OF THE TRACK,
 LG0625'AND 35 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 LG0625'DISK, STAMPED K 163 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0672 ***********************************************************************
 LH0672  DESIGNATION -  K 164
 LH0672  PID         -  LH0672
 LH0672  STATE/COUNTY-  NE/PHELPS
 LH0672  USGS QUAD   -  HOLDREGE WEST (1970)
 LH0672
 LH0672                         *CURRENT SURVEY CONTROL
 LH0672  ___________________________________________________________________
 LH0672* NAD 83(1986)-  40 27 29.     (N)    099 27 17.     (W)     SCALED    
 LH0672* NAVD 88     -       716.766  (meters)    2351.59   (feet)  ADJUSTED  
 LH0672  ___________________________________________________________________
 LH0672  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 LH0672  DYNAMIC HT  -         716.323 (meters)    2350.14  (feet)  COMP
 LH0672  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 LH0672
 LH0672  VERT ORDER  -  SECOND    CLASS 0
 LH0672
 LH0672.The horizontal coordinates were scaled from a topographic map and have
 LH0672.an estimated accuracy of +/- 6 seconds.
 LH0672
 LH0672.The orthometric height was determined by differential leveling
 LH0672.and adjusted by the National Geodetic Survey in June 1991..
 LH0672
 LH0672.The geoid height was determined by GEOID03.
 LH0672
 LH0672.The dynamic height is computed by dividing the NAVD 88
 LH0672.geopotential number by the normal gravity value computed on the
 LH0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0672.degrees latitude (g = 980.6199 gals.).
 LH0672
 LH0672.The modeled gravity was interpolated from observed gravity values.
 LH0672
 LH0672;                    North         East    Units  Estimated Accuracy
 LH0672;SPC NE       -    69,510.      546,240.      MT  (+/- 180 meters Scaled)
 LH0672
 LH0672                          SUPERSEDED SURVEY CONTROL
 LH0672
 LH0672  NGVD 29 (??/??/92)  716.483  (m)         2350.66   (f) ADJ UNCH    2 0
 LH0672
 LH0672.Superseded values are not recommended for survey control.
 LH0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0672.See file dsdata.txt to determine how the superseded data were derived.
 LH0672
 LH0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK614786(NAD 83)
 LH0672_MARKER: DB = BENCH MARK DISK
 LH0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0672_STAMPING: K 164 1934
 LH0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0672+STABILITY: SURFACE MOTION
 LH0672
 LH0672  HISTORY     - Date     Condition        Report By
 LH0672  HISTORY     - 1934     MONUMENTED       CGS
 LH0672  HISTORY     - 20060513 GOOD             GEOCAC
 LH0672
 LH0672                          STATION DESCRIPTION
 LH0672
 LH0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0672'3.1 MI E FROM LOOMIS.
 LH0672'3.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0672'FROM THE STATION AT LOOMIS, PHELPS COUNTY, AT A ROAD CROSSING,
 LH0672'51 FEET EAST OF THE CENTERLINE OF THE ROAD, 40 FEET SOUTH OF
 LH0672'THE CENTERLINE OF THE TRACK, AND IN LINE WITH A ROW OF POWERLINE
 LH0672'POLES.  A STANDARD DISK, STAMPED K 164 1934 AND SET IN THE TOP OF
 LH0672'A CONCRETE POST.
 LH0672
 LH0672                          STATION RECOVERY (2006)
 LH0672
 LH0672'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0672'THE STATION IS ABOUT 70 FEET NORTHEAST OF STATE HIGHWAY 23, 51 FEET
 LH0672'EAST OF THE CENTER LINE OF COUNTY ROAD J, 40 FEET SOUTHWEST OF THE
 LH0672'TRACK, ABOUT 15 FEET EAST OF WOOD UTILITY POLE NUMBER 55, AND AT
 LH0672'HANDHELD COORDINATES N40-27-30.42 W099-27-16.98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0015 ***********************************************************************
 LJ0015  DESIGNATION -  K 165
 LJ0015  PID         -  LJ0015
 LJ0015  STATE/COUNTY-  NE/FRONTIER
 LJ0015  USGS QUAD   -  MOOREFIELD (1956)
 LJ0015
 LJ0015                         *CURRENT SURVEY CONTROL
 LJ0015  ___________________________________________________________________
 LJ0015* NAD 83(1986)-  40 37 55.     (N)    100 26 32.     (W)     SCALED    
 LJ0015* NAVD 88     -       793.077  (meters)    2601.95   (feet)  ADJUSTED  
 LJ0015  ___________________________________________________________________
 LJ0015  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 LJ0015  DYNAMIC HT  -         792.580 (meters)    2600.32  (feet)  COMP
 LJ0015  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 LJ0015
 LJ0015  VERT ORDER  -  SECOND    CLASS 0
 LJ0015
 LJ0015.The horizontal coordinates were scaled from a topographic map and have
 LJ0015.an estimated accuracy of +/- 6 seconds.
 LJ0015
 LJ0015.The orthometric height was determined by differential leveling
 LJ0015.and adjusted by the National Geodetic Survey in June 1991..
 LJ0015
 LJ0015.The geoid height was determined by GEOID03.
 LJ0015
 LJ0015.The dynamic height is computed by dividing the NAVD 88
 LJ0015.geopotential number by the normal gravity value computed on the
 LJ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0015.degrees latitude (g = 980.6199 gals.).
 LJ0015
 LJ0015.The modeled gravity was interpolated from observed gravity values.
 LJ0015
 LJ0015;                    North         East    Units  Estimated Accuracy
 LJ0015;SPC NE       -    88,770.      462,600.      MT  (+/- 180 meters Scaled)
 LJ0015
 LJ0015                          SUPERSEDED SURVEY CONTROL
 LJ0015
 LJ0015  NGVD 29 (??/??/92)  792.736  (m)         2600.83   (f) ADJ UNCH    2 0
 LJ0015
 LJ0015.Superseded values are not recommended for survey control.
 LJ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0015.See file dsdata.txt to determine how the superseded data were derived.
 LJ0015
 LJ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK780989(NAD 83)
 LJ0015_MARKER: DB = BENCH MARK DISK
 LJ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0015_STAMPING: K 165 1934
 LJ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0015+STABILITY: SURFACE MOTION
 LJ0015
 LJ0015  HISTORY     - Date     Condition        Report By
 LJ0015  HISTORY     - 1934     MONUMENTED       CGS
 LJ0015  HISTORY     - 1956     GOOD             USGS
 LJ0015
 LJ0015                          STATION DESCRIPTION
 LJ0015
 LJ0015'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 LJ0015'4.9 MI NE FROM CURTIS.
 LJ0015'4.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0015'RAILROAD FROM THE STATION AT CURTIS, FRONTIER COUNTY, AT A ROAD
 LJ0015'CROSSING, 40 FEET EAST OF THE CENTERLINE OF THE TRACK, 10 FEET
 LJ0015'NORTH OF THE CENTERLINE OF THE ROAD, AND AT THE SIDE OF A
 LJ0015'CATTLE-LOADING PEN.  A STANDARD DISK, STAMPED K 165 1934 AND
 LJ0015'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0738 ***********************************************************************
 LH0738  DESIGNATION -  K 166
 LH0738  PID         -  LH0738
 LH0738  STATE/COUNTY-  NE/FURNAS
 LH0738  USGS QUAD   -  EDISON (1958)
 LH0738
 LH0738                         *CURRENT SURVEY CONTROL
 LH0738  ___________________________________________________________________
 LH0738* NAD 83(1986)-  40 17 55.     (N)    099 51 11.     (W)     SCALED    
 LH0738* NAVD 88     -       651.077  (meters)    2136.08   (feet)  ADJUSTED  
 LH0738  ___________________________________________________________________
 LH0738  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 LH0738  DYNAMIC HT  -         650.663 (meters)    2134.72  (feet)  COMP
 LH0738  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 LH0738
 LH0738  VERT ORDER  -  SECOND    CLASS 0
 LH0738
 LH0738.The horizontal coordinates were scaled from a topographic map and have
 LH0738.an estimated accuracy of +/- 6 seconds.
 LH0738
 LH0738.The orthometric height was determined by differential leveling
 LH0738.and adjusted by the National Geodetic Survey in June 1991..
 LH0738
 LH0738.The geoid height was determined by GEOID03.
 LH0738
 LH0738.The dynamic height is computed by dividing the NAVD 88
 LH0738.geopotential number by the normal gravity value computed on the
 LH0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0738.degrees latitude (g = 980.6199 gals.).
 LH0738
 LH0738.The modeled gravity was interpolated from observed gravity values.
 LH0738
 LH0738;                    North         East    Units  Estimated Accuracy
 LH0738;SPC NE       -    51,670.      512,490.      MT  (+/- 180 meters Scaled)
 LH0738
 LH0738                          SUPERSEDED SURVEY CONTROL
 LH0738
 LH0738  NGVD 29 (??/??/92)  650.789  (m)         2135.13   (f) ADJ UNCH    2 0
 LH0738
 LH0738.Superseded values are not recommended for survey control.
 LH0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0738.See file dsdata.txt to determine how the superseded data were derived.
 LH0738
 LH0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK275612(NAD 83)
 LH0738_MARKER: DB = BENCH MARK DISK
 LH0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0738_STAMPING: K 166 1934
 LH0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0738+STABILITY: SURFACE MOTION
 LH0738
 LH0738  HISTORY     - Date     Condition        Report By
 LH0738  HISTORY     - 1934     MONUMENTED       CGS
 LH0738  HISTORY     - 1958     MARK NOT FOUND   USGS
 LH0738  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0738
 LH0738                          STATION DESCRIPTION
 LH0738
 LH0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0738'2.3 MI E FROM ARAPAHOE.
 LH0738'2.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0738'RAILROAD FROM THE STATION AT ARAPAHOE, FURNAS COUNTY, 4 RAILS
 LH0738'EAST OF A ROAD CROSSING, 48 FEET NORTH OF THE CENTER LINE OF
 LH0738'THE TRACK, AND IN THE PROPERTY LINE.  A STANDARD DISK, STAMPED
 LH0738'K 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0738
 LH0738                          STATION RECOVERY (1958)
 LH0738
 LH0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LH0738'MARK NOT FOUND.
 LH0738
 LH0738                          STATION RECOVERY (1986)
 LH0738
 LH0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0738'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0367 ***********************************************************************
 LH0367  DESIGNATION -  K 167
 LH0367  PID         -  LH0367
 LH0367  STATE/COUNTY-  NE/FRANKLIN
 LH0367  USGS QUAD   -  FRANKLIN (1974)
 LH0367
 LH0367                         *CURRENT SURVEY CONTROL
 LH0367  ___________________________________________________________________
 LH0367* NAD 83(1986)-  40 05 25.     (N)    098 54 53.     (W)     SCALED    
 LH0367* NAVD 88     -       550.686  (meters)    1806.71   (feet)  ADJUSTED  
 LH0367  ___________________________________________________________________
 LH0367  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 LH0367  DYNAMIC HT  -         550.339 (meters)    1805.57  (feet)  COMP
 LH0367  MODELED GRAV-     979,977.6   (mgal)                       NAVD 88
 LH0367
 LH0367  VERT ORDER  -  SECOND    CLASS 0
 LH0367
 LH0367.The horizontal coordinates were scaled from a topographic map and have
 LH0367.an estimated accuracy of +/- 6 seconds.
 LH0367
 LH0367.The orthometric height was determined by differential leveling
 LH0367.and adjusted by the National Geodetic Survey in June 1991..
 LH0367
 LH0367.The geoid height was determined by GEOID03.
 LH0367
 LH0367.The dynamic height is computed by dividing the NAVD 88
 LH0367.geopotential number by the normal gravity value computed on the
 LH0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0367.degrees latitude (g = 980.6199 gals.).
 LH0367
 LH0367.The modeled gravity was interpolated from observed gravity values.
 LH0367
 LH0367;                    North         East    Units  Estimated Accuracy
 LH0367;SPC NE       -    29,110.      592,550.      MT  (+/- 180 meters Scaled)
 LH0367
 LH0367                          SUPERSEDED SURVEY CONTROL
 LH0367
 LH0367  NGVD 29 (??/??/92)  550.443  (m)         1805.91   (f) ADJ UNCH    2 0
 LH0367
 LH0367.Superseded values are not recommended for survey control.
 LH0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0367.See file dsdata.txt to determine how the superseded data were derived.
 LH0367
 LH0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK072377(NAD 83)
 LH0367_MARKER: DB = BENCH MARK DISK
 LH0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0367_STAMPING: K 167 1934
 LH0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0367+STABILITY: SURFACE MOTION
 LH0367
 LH0367  HISTORY     - Date     Condition        Report By
 LH0367  HISTORY     - 1934     MONUMENTED       CGS
 LH0367
 LH0367                          STATION DESCRIPTION
 LH0367
 LH0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0367'2 MI E FROM FRANKLIN.
 LH0367'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0367'RAILROAD FROM THE STATION AT FRANKLIN, FRANKLIN COUNTY, AT A
 LH0367'ROAD CROSSING, 65 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 LH0367'AND 30 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD
 LH0367'DISK, STAMPED K 167 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0329 ***********************************************************************
 LH0329  DESIGNATION -  K 168
 LH0329  PID         -  LH0329
 LH0329  STATE/COUNTY-  NE/KEARNEY
 LH0329  USGS QUAD   -  NORMAN (1969)
 LH0329
 LH0329                         *CURRENT SURVEY CONTROL
 LH0329  ___________________________________________________________________
 LH0329* NAD 83(1986)-  40 29 08.     (N)    098 50 16.     (W)     SCALED    
 LH0329* NAVD 88     -       638.100  (meters)    2093.50   (feet)  ADJUSTED  
 LH0329  ___________________________________________________________________
 LH0329  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 LH0329  DYNAMIC HT  -         637.722 (meters)    2092.26  (feet)  COMP
 LH0329  MODELED GRAV-     980,013.1   (mgal)                       NAVD 88
 LH0329
 LH0329  VERT ORDER  -  SECOND    CLASS 0
 LH0329
 LH0329.The horizontal coordinates were scaled from a topographic map and have
 LH0329.an estimated accuracy of +/- 6 seconds.
 LH0329
 LH0329.The orthometric height was determined by differential leveling
 LH0329.and adjusted by the National Geodetic Survey in June 1991..
 LH0329
 LH0329.The geoid height was determined by GEOID03.
 LH0329
 LH0329.The dynamic height is computed by dividing the NAVD 88
 LH0329.geopotential number by the normal gravity value computed on the
 LH0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0329.degrees latitude (g = 980.6199 gals.).
 LH0329
 LH0329.The modeled gravity was interpolated from observed gravity values.
 LH0329
 LH0329;                    North         East    Units  Estimated Accuracy
 LH0329;SPC NE       -    73,080.      598,520.      MT  (+/- 180 meters Scaled)
 LH0329
 LH0329                          SUPERSEDED SURVEY CONTROL
 LH0329
 LH0329  NGVD 29 (??/??/92)  637.849  (m)         2092.68   (f) ADJ UNCH    2 0
 LH0329
 LH0329.Superseded values are not recommended for survey control.
 LH0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0329.See file dsdata.txt to determine how the superseded data were derived.
 LH0329
 LH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK137816(NAD 83)
 LH0329_MARKER: DB = BENCH MARK DISK
 LH0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0329_STAMPING: K 168 1934
 LH0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0329+STABILITY: SURFACE MOTION
 LH0329
 LH0329  HISTORY     - Date     Condition        Report By
 LH0329  HISTORY     - 1934     MONUMENTED       CGS
 LH0329
 LH0329                          STATION DESCRIPTION
 LH0329
 LH0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0329'7 MI E FROM MINDEN.
 LH0329'7.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0329'FROM THE STATION AT MINDEN, KEARNEY COUNTY, 200 FEET NORTH OF
 LH0329'A COUNTY ROAD UNDERPASS (BRIDGE 45.26), 20 FEET EAST OF THE
 LH0329'CENTERLINE OF THE COUNTY ROAD, AND AT THE PROPERTY LINE.  A
 LH0329'STANDARD DISK, STAMPED K 168 1934 AND SET IN THE TOP OF A
 LH0329'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0358 ***********************************************************************
 LH0358  DESIGNATION -  K 169 RESET
 LH0358  PID         -  LH0358
 LH0358  STATE/COUNTY-  NE/FRANKLIN
 LH0358  USGS QUAD   -  UPLAND (1969)
 LH0358
 LH0358                         *CURRENT SURVEY CONTROL
 LH0358  ___________________________________________________________________
 LH0358* NAD 83(1986)-  40 20 41.     (N)    098 57 07.     (W)     SCALED    
 LH0358* NAVD 88     -       661.04   (meters)    2168.8    (feet)  RESET     
 LH0358  ___________________________________________________________________
 LH0358  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 LH0358
 LH0358  VERT ORDER  -  THIRD
 LH0358
 LH0358.The horizontal coordinates were scaled from a topographic map and have
 LH0358.an estimated accuracy of +/- 6 seconds.
 LH0358
 LH0358.The orthometric height was computed from unverified reset data.
 LH0358
 LH0358.The geoid height was determined by GEOID03.
 LH0358
 LH0358;                    North         East    Units  Estimated Accuracy
 LH0358;SPC NE       -    57,320.      589,030.      MT  (+/- 180 meters Scaled)
 LH0358
 LH0358                          SUPERSEDED SURVEY CONTROL
 LH0358
 LH0358  NGVD 29 (??/??/??)  660.78   (m)         2167.9    (f) RESET       3  
 LH0358
 LH0358.Superseded values are not recommended for survey control.
 LH0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0358.See file dsdata.txt to determine how the superseded data were derived.
 LH0358
 LH0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK040660(NAD 83)
 LH0358_MARKER: DB = BENCH MARK DISK
 LH0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0358_STAMPING: K 169 1934 RESET 1958
 LH0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0358+STABILITY: SURFACE MOTION
 LH0358
 LH0358  HISTORY     - Date     Condition        Report By
 LH0358  HISTORY     - 1958     MONUMENTED       CGS
 LH0358
 LH0358                          STATION DESCRIPTION
 LH0358
 LH0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LH0358'10.4 MI S FROM MINDEN.
 LH0358'IN FRANKLIN COUNTY, 10.4 MILES SOUTH ALONG STATE HIGHWAY 10 FROM
 LH0358'THE KEARNEY COUNTY COURTHOUSE AT MINDEN, 0.4 MILE SOUTH OF THE
 LH0358'KEARNEY-FRANKLIN COUNTY LINE, 78 FEET WEST OF THE CENTER OF NEW
 LH0358'STATE HIGHWAY 10, 9 FEET WEST OF THE TOP OF THE BACK SLOPE FOR
 LH0358'THE WEST DITCH, AND 2 FEET NORTH OF A YELLOW STEEL POST.  THE
 LH0358'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED K 169 1934
 LH0358'RESET 1958 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0564 ***********************************************************************
 ML0564  DESIGNATION -  K 17
 ML0564  PID         -  ML0564
 ML0564  STATE/COUNTY-  NE/CUSTER
 ML0564  USGS QUAD   -  SARGENT EAST (1978)
 ML0564
 ML0564                         *CURRENT SURVEY CONTROL
 ML0564  ___________________________________________________________________
 ML0564* NAD 83(1986)-  41 42 04.     (N)    099 21 57.     (W)     SCALED    
 ML0564* NAVD 88     -       746.903  (meters)    2450.46   (feet)  ADJUSTED  
 ML0564  ___________________________________________________________________
 ML0564  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 ML0564  DYNAMIC HT  -         746.538 (meters)    2449.27  (feet)  COMP
 ML0564  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 ML0564
 ML0564  VERT ORDER  -  FIRST     CLASS II
 ML0564
 ML0564.The horizontal coordinates were scaled from a topographic map and have
 ML0564.an estimated accuracy of +/- 6 seconds.
 ML0564
 ML0564.The orthometric height was determined by differential leveling
 ML0564.and adjusted by the National Geodetic Survey in June 1991..
 ML0564
 ML0564.The geoid height was determined by GEOID03.
 ML0564
 ML0564.The dynamic height is computed by dividing the NAVD 88
 ML0564.geopotential number by the normal gravity value computed on the
 ML0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0564.degrees latitude (g = 980.6199 gals.).
 ML0564
 ML0564.The modeled gravity was interpolated from observed gravity values.
 ML0564
 ML0564;                    North         East    Units  Estimated Accuracy
 ML0564;SPC NE       -   207,570.      552,770.      MT  (+/- 180 meters Scaled)
 ML0564
 ML0564                          SUPERSEDED SURVEY CONTROL
 ML0564
 ML0564  NGVD 29 (??/??/92)  746.648  (m)         2449.63   (f) ADJ UNCH    1 2
 ML0564
 ML0564.Superseded values are not recommended for survey control.
 ML0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0564.See file dsdata.txt to determine how the superseded data were derived.
 ML0564
 ML0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM695166(NAD 83)
 ML0564_MARKER: DB = BENCH MARK DISK
 ML0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0564+STABILITY: SURFACE MOTION
 ML0564
 ML0564  HISTORY     - Date     Condition        Report By
 ML0564  HISTORY     - UNK      MONUMENTED       CGS
 ML0564  HISTORY     - 1933     GOOD             NGS
 ML0564  HISTORY     - 1934     GOOD             NGS
 ML0564
 ML0564                          STATION DESCRIPTION
 ML0564
 ML0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0564'4.2 MI N FROM SARGENT.
 ML0564'4.2 MILES NORTH OF SARGENT (5 MILES SOUTH OF TAYLOR).  THE MARK IS
 ML0564'500 FT. NORTH OF THE LANE LEADING EAST TO THE HOUSE OF CLYDE
 ML0564'SULLIVAN.  IT IS 150 FT. SOUTH OF A SMALL CONCRETE CULVERT AND
 ML0564'40 FT. WEST OF CENTER OF HWY. 83.
 ML0564
 ML0564                          STATION RECOVERY (1934)
 ML0564
 ML0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ML0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0315 ***********************************************************************
 LH0315  DESIGNATION -  K 170
 LH0315  PID         -  LH0315
 LH0315  STATE/COUNTY-  NE/CLAY
 LH0315  USGS QUAD   -  FAIRFIELD SE (1960)
 LH0315
 LH0315                         *CURRENT SURVEY CONTROL
 LH0315  ___________________________________________________________________
 LH0315* NAD 83(1986)-  40 21 28.     (N)    098 03 07.     (W)     SCALED    
 LH0315* NAVD 88     -       530.134  (meters)    1739.28   (feet)  ADJUSTED  
 LH0315  ___________________________________________________________________
 LH0315  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 LH0315  DYNAMIC HT  -         529.827 (meters)    1738.27  (feet)  COMP
 LH0315  MODELED GRAV-     980,028.9   (mgal)                       NAVD 88
 LH0315
 LH0315  VERT ORDER  -  SECOND    CLASS 0
 LH0315
 LH0315.The horizontal coordinates were scaled from a topographic map and have
 LH0315.an estimated accuracy of +/- 6 seconds.
 LH0315
 LH0315.The orthometric height was determined by differential leveling
 LH0315.and adjusted by the National Geodetic Survey in June 1991..
 LH0315
 LH0315.The geoid height was determined by GEOID03.
 LH0315
 LH0315.The dynamic height is computed by dividing the NAVD 88
 LH0315.geopotential number by the normal gravity value computed on the
 LH0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0315.degrees latitude (g = 980.6199 gals.).
 LH0315
 LH0315.The modeled gravity was interpolated from observed gravity values.
 LH0315
 LH0315;                    North         East    Units  Estimated Accuracy
 LH0315;SPC NE       -    60,090.      665,440.      MT  (+/- 180 meters Scaled)
 LH0315
 LH0315                          SUPERSEDED SURVEY CONTROL
 LH0315
 LH0315  NGVD 29 (??/??/92)  529.934  (m)         1738.63   (f) ADJ UNCH    2 0
 LH0315
 LH0315.Superseded values are not recommended for survey control.
 LH0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0315.See file dsdata.txt to determine how the superseded data were derived.
 LH0315
 LH0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK805679(NAD 83)
 LH0315_MARKER: DB = BENCH MARK DISK
 LH0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0315_STAMPING: K 170 1934
 LH0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0315+STABILITY: SURFACE MOTION
 LH0315
 LH0315  HISTORY     - Date     Condition        Report By
 LH0315  HISTORY     - 1934     MONUMENTED       CGS
 LH0315  HISTORY     - 1941     GOOD             NGS
 LH0315
 LH0315                          STATION DESCRIPTION
 LH0315
 LH0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LH0315'4.7 MI E FROM DEWEESE.
 LH0315'4.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0315'FROM THE STATION AT DEWEESE, CLAY COUNTY, AT THE CROSSING OF
 LH0315'STATE HIGHWAY 14, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LH0315'AND 45 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LH0315'DISK, STAMPED K 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0567 ***********************************************************************
 LG0567  DESIGNATION -  K 171
 LG0567  PID         -  LG0567
 LG0567  STATE/COUNTY-  NE/JEFFERSON
 LG0567  USGS QUAD   -  FAIRBURY (1980)
 LG0567
 LG0567                         *CURRENT SURVEY CONTROL
 LG0567  ___________________________________________________________________
 LG0567* NAD 83(1986)-  40 11 10.     (N)    097 13 00.     (W)     SCALED    
 LG0567* NAVD 88     -       405.665  (meters)    1330.92   (feet)  ADJUSTED  
 LG0567  ___________________________________________________________________
 LG0567  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 LG0567  DYNAMIC HT  -         405.435 (meters)    1330.16  (feet)  COMP
 LG0567  MODELED GRAV-     980,047.0   (mgal)                       NAVD 88
 LG0567
 LG0567  VERT ORDER  -  SECOND    CLASS 0
 LG0567
 LG0567.The horizontal coordinates were scaled from a topographic map and have
 LG0567.an estimated accuracy of +/- 6 seconds.
 LG0567
 LG0567.The orthometric height was determined by differential leveling
 LG0567.and adjusted by the National Geodetic Survey in June 1991..
 LG0567
 LG0567.The geoid height was determined by GEOID03.
 LG0567
 LG0567.The dynamic height is computed by dividing the NAVD 88
 LG0567.geopotential number by the normal gravity value computed on the
 LG0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0567.degrees latitude (g = 980.6199 gals.).
 LG0567
 LG0567.The modeled gravity was interpolated from observed gravity values.
 LG0567
 LG0567;                    North         East    Units  Estimated Accuracy
 LG0567;SPC NE       -    42,990.      736,970.      MT  (+/- 180 meters Scaled)
 LG0567
 LG0567                          SUPERSEDED SURVEY CONTROL
 LG0567
 LG0567  NGVD 29 (??/??/92)  405.516  (m)         1330.43   (f) ADJ UNCH    2 0
 LG0567
 LG0567.Superseded values are not recommended for survey control.
 LG0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0567.See file dsdata.txt to determine how the superseded data were derived.
 LG0567
 LG0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK518499(NAD 83)
 LG0567_MARKER: DB = BENCH MARK DISK
 LG0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0567_STAMPING: K 171 1934
 LG0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0567+STABILITY: SURFACE MOTION
 LG0567
 LG0567  HISTORY     - Date     Condition        Report By
 LG0567  HISTORY     - 1934     MONUMENTED       CGS
 LG0567  HISTORY     - 1960     POOR             USGS
 LG0567
 LG0567                          STATION DESCRIPTION
 LG0567
 LG0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0567'4.1 MI SE FROM POWELL.
 LG0567'4.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0567'STATION AT POWELL, JEFFERSON COUNTY, 6 POLES WEST OF MILEPOST
 LG0567'157, 50 FEET NORTH OF THE CENTERLINE OF THE TRACK, 50 FEET
 LG0567'SOUTH OF THE CENTERLINE OF A HIGHWAY, AND OPPOSITE A PRIVATE
 LG0567'GATE.  A STANDARD DISK, STAMPED K 171 1934 AND SET IN THE
 LG0567'TOP OF A CONCRETE POST.  NOTE-- 1960 REPORT-- TILTED AND DISTURBED
 LG0567'BY WORK ALONG THE ADJACENT RAILROAD RIGHT-OF-WAY OR UPGRADING
 LG0567'OF COUNTY HWY.
 LG0567
 LG0567                          STATION RECOVERY (1960)
 LG0567
 LG0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LG0567'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0541 ***********************************************************************
 LG0541  DESIGNATION -  K 172
 LG0541  PID         -  LG0541
 LG0541  STATE/COUNTY-  NE/THAYER
 LG0541  USGS QUAD   -  HUBBELL (1980)
 LG0541
 LG0541                         *CURRENT SURVEY CONTROL
 LG0541  ___________________________________________________________________
 LG0541* NAD 83(1986)-  40 01 58.     (N)    097 26 52.     (W)     SCALED    
 LG0541* NAVD 88     -       437.260  (meters)    1434.58   (feet)  ADJUSTED  
 LG0541  ___________________________________________________________________
 LG0541  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 LG0541  DYNAMIC HT  -         437.009 (meters)    1433.75  (feet)  COMP
 LG0541  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 LG0541
 LG0541  VERT ORDER  -  SECOND    CLASS 0
 LG0541
 LG0541.The horizontal coordinates were scaled from a topographic map and have
 LG0541.an estimated accuracy of +/- 6 seconds.
 LG0541
 LG0541.The orthometric height was determined by differential leveling
 LG0541.and adjusted by the National Geodetic Survey in June 1991..
 LG0541
 LG0541.The geoid height was determined by GEOID03.
 LG0541
 LG0541.The dynamic height is computed by dividing the NAVD 88
 LG0541.geopotential number by the normal gravity value computed on the
 LG0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0541.degrees latitude (g = 980.6199 gals.).
 LG0541
 LG0541.The modeled gravity was interpolated from observed gravity values.
 LG0541
 LG0541;                    North         East    Units  Estimated Accuracy
 LG0541;SPC NE       -    25,360.      717,810.      MT  (+/- 180 meters Scaled)
 LG0541
 LG0541                          SUPERSEDED SURVEY CONTROL
 LG0541
 LG0541  NGVD 29 (??/??/92)  437.104  (m)         1434.07   (f) ADJ UNCH    2 0
 LG0541
 LG0541.Superseded values are not recommended for survey control.
 LG0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0541.See file dsdata.txt to determine how the superseded data were derived.
 LG0541
 LG0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK324325(NAD 83)
 LG0541_MARKER: DB = BENCH MARK DISK
 LG0541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0541_SP_SET: CONCRETE PIER
 LG0541_STAMPING: K 172 1934
 LG0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0541
 LG0541  HISTORY     - Date     Condition        Report By
 LG0541  HISTORY     - 1934     MONUMENTED       CGS
 LG0541
 LG0541                          STATION DESCRIPTION
 LG0541
 LG0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0541'3.3 MI E FROM HUBBELL.
 LG0541'3.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0541'FROM THE STATION AT HUBBELL THAYER COUNTY, 200 FEET SOUTH OF
 LG0541'THE CENTERLINE OF STATE HIGHWAY 3 S, AT THE SOUTHWEST CORNER
 LG0541'OF RAILROAD BRIDGE NO. 135.2, AND IN THE TOP OF A CONCRETE PIER.
 LG0541'A STANDARD DISK, STAMPED K 172 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0618 ***********************************************************************
 LG0618  DESIGNATION -  K 173
 LG0618  PID         -  LG0618
 LG0618  STATE/COUNTY-  NE/THAYER
 LG0618  USGS QUAD   -  BRUNING (1960)
 LG0618
 LG0618                         *CURRENT SURVEY CONTROL
 LG0618  ___________________________________________________________________
 LG0618* NAD 83(1986)-  40 20 07.     (N)    097 33 59.     (W)     SCALED    
 LG0618* NAVD 88     -       484.989  (meters)    1591.17   (feet)  ADJUSTED  
 LG0618  ___________________________________________________________________
 LG0618  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 LG0618  DYNAMIC HT  -         484.705 (meters)    1590.24  (feet)  COMP
 LG0618  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 LG0618
 LG0618  VERT ORDER  -  SECOND    CLASS 0
 LG0618
 LG0618.The horizontal coordinates were scaled from a topographic map and have
 LG0618.an estimated accuracy of +/- 6 seconds.
 LG0618
 LG0618.The orthometric height was determined by differential leveling
 LG0618.and adjusted by the National Geodetic Survey in June 1991..
 LG0618
 LG0618.The geoid height was determined by GEOID03.
 LG0618
 LG0618.The dynamic height is computed by dividing the NAVD 88
 LG0618.geopotential number by the normal gravity value computed on the
 LG0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0618.degrees latitude (g = 980.6199 gals.).
 LG0618
 LG0618.The modeled gravity was interpolated from observed gravity values.
 LG0618
 LG0618;                    North         East    Units  Estimated Accuracy
 LG0618;SPC NE       -    58,640.      706,740.      MT  (+/- 180 meters Scaled)
 LG0618
 LG0618                          SUPERSEDED SURVEY CONTROL
 LG0618
 LG0618  NGVD 29 (??/??/92)  484.805  (m)         1590.56   (f) ADJ UNCH    2 0
 LG0618
 LG0618.Superseded values are not recommended for survey control.
 LG0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0618.See file dsdata.txt to determine how the superseded data were derived.
 LG0618
 LG0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK217659(NAD 83)
 LG0618_MARKER: DB = BENCH MARK DISK
 LG0618_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0618+WITH SETTING: PAVEMENT
 LG0618_SP_SET: TANK FOOTING
 LG0618_STAMPING: K 173 1934
 LG0618_MARK LOGO: CGS   
 LG0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG0618+STABILITY: POSITION/ELEVATION WELL
 LG0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0618+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1989
 LG0618
 LG0618  HISTORY     - Date     Condition        Report By
 LG0618  HISTORY     - 1934     MONUMENTED       CGS
 LG0618  HISTORY     - 19890404 GOOD             NGS
 LG0618
 LG0618                          STATION DESCRIPTION
 LG0618
 LG0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0618'AT BRUNING.
 LG0618'AT BRUNING, THAYER COUNTY, ONE BLOCK EAST OF THE CHICAGO, BURLINGTON
 LG0618'AND QUINCY RAILROAD, AT THE CITY WATER TOWER, AND IN THE SOUTHWEST
 LG0618'CORNER OF THE CONCRETE FOOTING FOR THE DOWNPIPE.  A STANDARD DISK,
 LG0618'STAMPED K 173 1934.
 LG0618
 LG0618                          STATION RECOVERY (1989)
 LG0618
 LG0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG0618'RECOVERED IN GOOD CONDITION, IN BRUNING, ABOUT 1 BLOCK SOUTH FROM THE
 LG0618'POST OFFICE AND CEMENTED INTO A DRILLED HOLE IN THE SOUTHWEST CORNER
 LG0618'OF THE CONCRETE FOOTING OF THE RISER OF THE MUNICIPAL WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0212 ***********************************************************************
 LG0212  DESIGNATION -  K 175
 LG0212  PID         -  LG0212
 LG0212  STATE/COUNTY-  NE/PAWNEE
 LG0212  USGS QUAD   -  STEINAUER (1965)
 LG0212
 LG0212                         *CURRENT SURVEY CONTROL
 LG0212  ___________________________________________________________________
 LG0212* NAD 83(1986)-  40 08 51.     (N)    096 09 10.     (W)     SCALED    
 LG0212* NAVD 88     -       360.279  (meters)    1182.02   (feet)  ADJUSTED  
 LG0212  ___________________________________________________________________
 LG0212  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 LG0212  DYNAMIC HT  -         360.083 (meters)    1181.37  (feet)  COMP
 LG0212  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 LG0212
 LG0212  VERT ORDER  -  SECOND    CLASS 0
 LG0212
 LG0212.The horizontal coordinates were scaled from a topographic map and have
 LG0212.an estimated accuracy of +/- 6 seconds.
 LG0212
 LG0212.The orthometric height was determined by differential leveling
 LG0212.and adjusted by the National Geodetic Survey in June 1991..
 LG0212
 LG0212.The geoid height was determined by GEOID03.
 LG0212
 LG0212.The dynamic height is computed by dividing the NAVD 88
 LG0212.geopotential number by the normal gravity value computed on the
 LG0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0212.degrees latitude (g = 980.6199 gals.).
 LG0212
 LG0212.The modeled gravity was interpolated from observed gravity values.
 LG0212
 LG0212;                    North         East    Units  Estimated Accuracy
 LG0212;SPC NE       -    42,180.      827,690.      MT  (+/- 180 meters Scaled)
 LG0212
 LG0212                          SUPERSEDED SURVEY CONTROL
 LG0212
 LG0212  NGVD 29 (??/??/92)  360.175  (m)         1181.67   (f) ADJ UNCH    2 0
 LG0212
 LG0212.Superseded values are not recommended for survey control.
 LG0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0212.See file dsdata.txt to determine how the superseded data were derived.
 LG0212
 LG0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK425480(NAD 83)
 LG0212_MARKER: DB = BENCH MARK DISK
 LG0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0212_SP_SET: ABUTMENT
 LG0212_STAMPING: K 175 1934
 LG0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0212
 LG0212  HISTORY     - Date     Condition        Report By
 LG0212  HISTORY     - 1934     MONUMENTED       CGS
 LG0212  HISTORY     - 1981     GOOD             LOCSUR
 LG0212
 LG0212                          STATION DESCRIPTION
 LG0212
 LG0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0212'2.3 MI NE FROM PAWNEE CITY.
 LG0212'2.3 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0212'RAILROAD FROM THE STATION AT PAWNEE CITY, PAWNEE COUNTY, 4 RAILS
 LG0212'WEST OF MILEPOST 53, AT THE NORTHEAST CORNER OF AN UNDERPASS, AND
 LG0212'IN THE TOP OF THE CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED
 LG0212'K 175 1934.
 LG0212
 LG0212                          STATION RECOVERY (1981)
 LG0212
 LG0212'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LG0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9629 ***********************************************************************
 AG9629  DESIGNATION -  K 176 RESET
 AG9629  PID         -  AG9629
 AG9629  STATE/COUNTY-  NE/JOHNSON
 AG9629  USGS QUAD   -  CRAB ORCHARD (1965)
 AG9629
 AG9629                         *CURRENT SURVEY CONTROL
 AG9629  ___________________________________________________________________
 AG9629* NAD 83(1986)-  40 20 08.     (N)    096 25 22.     (W)     SCALED    
 AG9629* NAVD 88     -       389.93   (meters)    1279.3    (feet)  RESET     
 AG9629  ___________________________________________________________________
 AG9629  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AG9629
 AG9629  VERT ORDER  -  THIRD
 AG9629
 AG9629.The horizontal coordinates were scaled from a topographic map and have
 AG9629.an estimated accuracy of +/- 6 seconds.
 AG9629
 AG9629.The orthometric height was computed from unverified reset data.
 AG9629
 AG9629.The geoid height was determined by GEOID03.
 AG9629
 AG9629;                    North         East    Units  Estimated Accuracy
 AG9629;SPC NE       -    62,050.      803,850.      MT  (+/- 180 meters Scaled)
 AG9629
 AG9629                          SUPERSEDED SURVEY CONTROL
 AG9629
 AG9629.No superseded survey control is available for this station.
 AG9629
 AG9629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK189681(NAD 83)
 AG9629_MARKER: DV = VERTICAL CONTROL DISK
 AG9629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9629_STAMPING: K 176 RESET 1995
 AG9629_MARK LOGO: NGS   
 AG9629_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9629+STABILITY: SURFACE MOTION
 AG9629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9629+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AG9629
 AG9629  HISTORY     - Date     Condition        Report By
 AG9629  HISTORY     - 1995     MONUMENTED       NEDR
 AG9629
 AG9629                          STATION DESCRIPTION
 AG9629
 AG9629'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1995 (TWR)
 AG9629'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 136 ABD STATE ROAD 49-C
 AG9629'SPUR, WEST OF CRAB ORCHARD, GO EAST ON SPUR 49-C FOR 0.6 MI (1.0 KM)
 AG9629'TO AN INTERSECTION WITH THE POST OFFICE IN THE SOUTHEAST QUADRANT.
 AG9629'TURN LEFT AND GO NORTH 1/2 BLOCK TO THE BM NEAR AN ALLEY.  THE DISK IS
 AG9629'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 54.25 M (177.99
 AG9629'FT) NORTH OF THE CENTERLINE OF MAIN STREET AND SPUR 49C, 24.84 M
 AG9629'(81.50 FT) WEST OF THE CENTERLINE OF TIERNEY STREET, 8.623 EAST OF THE
 AG9629'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A TIN BUILDING, 3.743 M
 AG9629'(12.280 FT) SOUTHWEST OF A UTILITY POLE AND 2.62 M (8.60 FT)
 AG9629'WEST-SOUTHWEST OF A WITNESS POST.  THE MARK IS SUITABLE FOR GPS
 AG9629'SURVEYING, WITH OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0447 ***********************************************************************
 NN0447  DESIGNATION -  K 18
 NN0447  PID         -  NN0447
 NN0447  STATE/COUNTY-  NE/ROCK
 NN0447  USGS QUAD   -  STOCKDALE LAKE (1982)
 NN0447
 NN0447                         *CURRENT SURVEY CONTROL
 NN0447  ___________________________________________________________________
 NN0447* NAD 83(1986)-  42 19 54.     (N)    099 29 18.     (W)     SCALED    
 NN0447* NAVD 88     -       755.040  (meters)    2477.16   (feet)  ADJUSTED  
 NN0447  ___________________________________________________________________
 NN0447  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 NN0447  DYNAMIC HT  -         754.719 (meters)    2476.11  (feet)  COMP
 NN0447  MODELED GRAV-     980,170.3   (mgal)                       NAVD 88
 NN0447
 NN0447  VERT ORDER  -  FIRST     CLASS II
 NN0447
 NN0447.The horizontal coordinates were scaled from a topographic map and have
 NN0447.an estimated accuracy of +/- 6 seconds.
 NN0447
 NN0447.The orthometric height was determined by differential leveling
 NN0447.and adjusted by the National Geodetic Survey in June 1991..
 NN0447
 NN0447.The geoid height was determined by GEOID03.
 NN0447
 NN0447.The dynamic height is computed by dividing the NAVD 88
 NN0447.geopotential number by the normal gravity value computed on the
 NN0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0447.degrees latitude (g = 980.6199 gals.).
 NN0447
 NN0447.The modeled gravity was interpolated from observed gravity values.
 NN0447
 NN0447;                    North         East    Units  Estimated Accuracy
 NN0447;SPC NE       -   277,510.      542,160.      MT  (+/- 180 meters Scaled)
 NN0447
 NN0447                          SUPERSEDED SURVEY CONTROL
 NN0447
 NN0447  NGVD 29 (??/??/92)  754.786  (m)         2476.33   (f) ADJ UNCH    1 2
 NN0447
 NN0447.Superseded values are not recommended for survey control.
 NN0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0447.See file dsdata.txt to determine how the superseded data were derived.
 NN0447
 NN0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM597867(NAD 83)
 NN0447_MARKER: DB = BENCH MARK DISK
 NN0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0447_STAMPING: 2476.327 K 18 1933
 NN0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0447+STABILITY: SURFACE MOTION
 NN0447
 NN0447  HISTORY     - Date     Condition        Report By
 NN0447  HISTORY     - 1933     MONUMENTED       CGS
 NN0447
 NN0447                          STATION DESCRIPTION
 NN0447
 NN0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0447'19 MI S FROM BASSETT.
 NN0447'ABOUT 19 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM BASSETT, ROCK
 NN0447'COUNTY, ABOUT 100 YARDS NORTH OF DISTRICT SCHOOL 42, ABOUT
 NN0447'68 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET WEST OF
 NN0447'A FENCE CORNER, AND ABOUT 1 YARD SOUTH OF THE FENCE.  A STANDARD
 NN0447'DISK, STAMPED 2476.327 K 18 1933 AND SET IN THE TOP OF A CONCRETE
 NN0447'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0272 ***********************************************************************
 NN0272  DESIGNATION -  K 19
 NN0272  PID         -  NN0272
 NN0272  STATE/COUNTY-  NE/HOLT
 NN0272  USGS QUAD   -  MEEK (1954)
 NN0272
 NN0272                         *CURRENT SURVEY CONTROL
 NN0272  ___________________________________________________________________
 NN0272* NAD 83(1986)-  42 43 03.     (N)    098 39 29.     (W)     SCALED    
 NN0272* NAVD 88     -       551.239  (meters)    1808.52   (feet)  ADJUSTED  
 NN0272  ___________________________________________________________________
 NN0272  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 NN0272  DYNAMIC HT  -         551.035 (meters)    1807.85  (feet)  COMP
 NN0272  MODELED GRAV-     980,234.4   (mgal)                       NAVD 88
 NN0272
 NN0272  VERT ORDER  -  FIRST     CLASS II
 NN0272
 NN0272.The horizontal coordinates were scaled from a topographic map and have
 NN0272.an estimated accuracy of +/- 6 seconds.
 NN0272
 NN0272.The orthometric height was determined by differential leveling
 NN0272.and adjusted by the National Geodetic Survey in June 1991..
 NN0272
 NN0272.The geoid height was determined by GEOID03.
 NN0272
 NN0272.The dynamic height is computed by dividing the NAVD 88
 NN0272.geopotential number by the normal gravity value computed on the
 NN0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0272.degrees latitude (g = 980.6199 gals.).
 NN0272
 NN0272.The modeled gravity was interpolated from observed gravity values.
 NN0272
 NN0272;                    North         East    Units  Estimated Accuracy
 NN0272;SPC NE       -   321,090.      609,910.      MT  (+/- 180 meters Scaled)
 NN0272
 NN0272                          SUPERSEDED SURVEY CONTROL
 NN0272
 NN0272  NGVD 29 (??/??/92)  550.995  (m)         1807.72   (f) ADJ UNCH    1 2
 NN0272
 NN0272.Superseded values are not recommended for survey control.
 NN0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0272.See file dsdata.txt to determine how the superseded data were derived.
 NN0272
 NN0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN279295(NAD 83)
 NN0272_MARKER: DB = BENCH MARK DISK
 NN0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0272_STAMPING: 1807.723 K 19 1933
 NN0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0272+STABILITY: SURFACE MOTION
 NN0272
 NN0272  HISTORY     - Date     Condition        Report By
 NN0272  HISTORY     - 1933     MONUMENTED       CGS
 NN0272  HISTORY     - 1953     MARK NOT FOUND   USGS
 NN0272
 NN0272                          STATION DESCRIPTION
 NN0272
 NN0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0272'12 MI SE FROM SPENCER.
 NN0272'IN HOLT COUNTY, 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 281
 NN0272'FROM SPENCER, BOYD COUNTY, 1.5 MILES NORTH OF A ROAD LEADING
 NN0272'TO MEEK, 1.1 MILES SOUTH OF EAGLE CREEK, 0.8 MILE NORTH OF THE
 NN0272'FARM OF C.A. HOYER IN 1933, 105 FEET SOUTH OF A POWER-TRANSMISSION
 NN0272'LINE POLE, 60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 NN0272'EAST AND 25 FEET NORTH OF AN 8-INCH COTTONWOOD TREE, AND 2 FEET
 NN0272'EAST OF A FENCE.  A STANDARD DISK, STAMPED 1807.723 K 19 1933 AND
 NN0272'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NN0272'GROUND.
 NN0272
 NN0272                          STATION RECOVERY (1953)
 NN0272
 NN0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NN0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0170 ***********************************************************************
 NN0170  DESIGNATION -  K 2
 NN0170  PID         -  NN0170
 NN0170  STATE/COUNTY-  NE/HOLT
 NN0170  USGS QUAD   -  PAGE (1986)
 NN0170
 NN0170                         *CURRENT SURVEY CONTROL
 NN0170  ___________________________________________________________________
 NN0170* NAD 83(1986)-  42 24 00.     (N)    098 25 06.     (W)     SCALED    
 NN0170* NAVD 88     -       596.262  (meters)    1956.24   (feet)  ADJUSTED  
 NN0170  ___________________________________________________________________
 NN0170  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 NN0170  DYNAMIC HT  -         596.027 (meters)    1955.47  (feet)  COMP
 NN0170  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 NN0170
 NN0170  VERT ORDER  -  FIRST     CLASS II
 NN0170
 NN0170.The horizontal coordinates were scaled from a topographic map and have
 NN0170.an estimated accuracy of +/- 6 seconds.
 NN0170
 NN0170.The orthometric height was determined by differential leveling
 NN0170.and adjusted by the National Geodetic Survey in June 1991..
 NN0170
 NN0170.The geoid height was determined by GEOID03.
 NN0170
 NN0170.The dynamic height is computed by dividing the NAVD 88
 NN0170.geopotential number by the normal gravity value computed on the
 NN0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0170.degrees latitude (g = 980.6199 gals.).
 NN0170
 NN0170.The modeled gravity was interpolated from observed gravity values.
 NN0170
 NN0170;                    North         East    Units  Estimated Accuracy
 NN0170;SPC NE       -   286,170.      630,180.      MT  (+/- 180 meters Scaled)
 NN0170
 NN0170                          SUPERSEDED SURVEY CONTROL
 NN0170
 NN0170  NGVD 29 (??/??/92)  596.058  (m)         1955.57   (f) ADJ UNCH    1 2
 NN0170
 NN0170.Superseded values are not recommended for survey control.
 NN0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0170.See file dsdata.txt to determine how the superseded data were derived.
 NN0170
 NN0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM478943(NAD 83)
 NN0170_MARKER: DB = BENCH MARK DISK
 NN0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0170+STABILITY: SURFACE MOTION
 NN0170
 NN0170  HISTORY     - Date     Condition        Report By
 NN0170  HISTORY     - UNK      MONUMENTED       CGS
 NN0170  HISTORY     - 1946     GOOD             NGS
 NN0170  HISTORY     - 19971129 MARK NOT FOUND   LOCSUR
 NN0170
 NN0170                          STATION DESCRIPTION
 NN0170
 NN0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0170'AT PAGE.
 NN0170'AT PAGE, HOLT COUNTY, AT THE CHICAGO, BURLINGTON AND QUINCY
 NN0170'RAILROAD STATION, 13.4 FEET WEST OF THE SOUTHWEST CORNER, 15.7
 NN0170'FEET NORTH OF THE NORTH RAIL OF THE NORTH SIDE TRACK, 3 FEET
 NN0170'EAST OF THE NORTHWEST CORNER OF THE CONCRETE CURB OF THE BRICK
 NN0170'PLATFORM, AND 2 FEET UNDER GROUND.  THE BOTTOM OF A SQUARE
 NN0170'HOLE SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE
 NN0170'POST.
 NN0170
 NN0170                          STATION RECOVERY (1997)
 NN0170
 NN0170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFF)
 NN0170'THE MONUMENT SHOULD BE CONSIDERED LOST.  THE RAILROAD STATION
 NN0170'DESCRIBED IN THE 1946 REPORT IS GONE, AS WELL AS THE PLATFORM. GRADING
 NN0170'WAS DONE IN THE AREA, HOWEVER, IT STILL MIGHT EXIST IF IT WAS LOCATED
 NN0170'2 FEET (0.6 M) UNDER GROUND AS THE 1946 REPORT STATED. WITHOUT THE
 NN0170'STATION AND THE PLATFORM, FINDING THE MONUMENT WOULD TAKE A
 NN0170'CONSIDERABLE AMOUNT OF TIME IF IT STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0164 ***********************************************************************
 NO0164  DESIGNATION -  K 20
 NO0164  PID         -  NO0164
 NO0164  STATE/COUNTY-  NE/CHERRY
 NO0164  USGS QUAD   -  VALENTINE SOUTH (1983)
 NO0164
 NO0164                         *CURRENT SURVEY CONTROL
 NO0164  ___________________________________________________________________
 NO0164* NAD 83(1986)-  42 46 00.     (N)    100 34 29.     (W)     SCALED    
 NO0164* NAVD 88     -       821.998  (meters)    2696.84   (feet)  ADJUSTED  
 NO0164  ___________________________________________________________________
 NO0164  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 NO0164  DYNAMIC HT  -         821.655 (meters)    2695.71  (feet)  COMP
 NO0164  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 NO0164
 NO0164  VERT ORDER  -  FIRST     CLASS II
 NO0164
 NO0164.The horizontal coordinates were scaled from a topographic map and have
 NO0164.an estimated accuracy of +/- 6 seconds.
 NO0164
 NO0164.The orthometric height was determined by differential leveling
 NO0164.and adjusted by the National Geodetic Survey in June 1991..
 NO0164
 NO0164.The geoid height was determined by GEOID03.
 NO0164
 NO0164.The dynamic height is computed by dividing the NAVD 88
 NO0164.geopotential number by the normal gravity value computed on the
 NO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0164.degrees latitude (g = 980.6199 gals.).
 NO0164
 NO0164.The modeled gravity was interpolated from observed gravity values.
 NO0164
 NO0164;                    North         East    Units  Estimated Accuracy
 NO0164;SPC NE       -   325,860.      452,970.      MT  (+/- 180 meters Scaled)
 NO0164
 NO0164                          SUPERSEDED SURVEY CONTROL
 NO0164
 NO0164  NGVD 29 (??/??/92)  821.713  (m)         2695.90   (f) ADJ UNCH    1 2
 NO0164
 NO0164.Superseded values are not recommended for survey control.
 NO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0164.See file dsdata.txt to determine how the superseded data were derived.
 NO0164
 NO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN711361(NAD 83)
 NO0164_MARKER: DB = BENCH MARK DISK
 NO0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0164_SP_SET: CONCRETE POST
 NO0164_STAMPING: K 20 1933 2695.903
 NO0164_MARK LOGO: CGS   
 NO0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0164+STABILITY: SURFACE MOTION
 NO0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0164+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1991
 NO0164
 NO0164  HISTORY     - Date     Condition        Report By
 NO0164  HISTORY     - 1933     MONUMENTED       CGS
 NO0164  HISTORY     - 1934     GOOD             NGS
 NO0164  HISTORY     - 19910803 GOOD             NGS
 NO0164
 NO0164                          STATION DESCRIPTION
 NO0164
 NO0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0164'12 MI SW FROM VALENTINE.
 NO0164'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0164'VALENTINE, CHERRY COUNTY, THENCE 4.8 MILES SOUTHWEST ALONG A
 NO0164'DIRT ROAD, NEAR A SLIGHT DIP, 60 FEET EAST OF THE CENTERLINE OF
 NO0164'THE ROAD, AND IN THE IMMEDIATE VICINITY OF A FEW SCATTERED
 NO0164'COTTONWOOD TREES.  A STANDARD DISK, STAMPED 2695.903 K 20 1933
 NO0164'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NO0164'GROUND.
 NO0164
 NO0164                          STATION RECOVERY (1991)
 NO0164
 NO0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0164'12.5 KM (7.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0164'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 2.6 KM (1.60 MI) WESTERLY
 NO0164'ALONG A TRACK ROAD, THENCE 1.9 KM (1.20 MI) SOUTHWESTERLY ALONG A
 NO0164'TRACK ROAD, 180.0 M (590.5 FT) NORTH OF A CATTLE GUARD, 28.4 M (93.2
 NO0164'FT) EAST OF A FENCE, 2.4 M (7.9 FT) WEST OF AND LEVEL WITH THE ROAD
 NO0164'CENTER, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 NO0164'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 NO0164'MONUMENT IS ON PROPERTY OWNED BY CLARENCE LOVEJOY, HC 37, BOX 10,
 NO0164'VALENTINE, NE 69201, TELEPHONE NUMBER (402) 376-2869 OR 376-3159.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0756 ***********************************************************************
 LH0756  DESIGNATION -  K 200
 LH0756  PID         -  LH0756
 LH0756  STATE/COUNTY-  NE/FURNAS
 LH0756  USGS QUAD   -  HENDLEY (1958)
 LH0756
 LH0756                         *CURRENT SURVEY CONTROL
 LH0756  ___________________________________________________________________
 LH0756* NAD 83(1986)-  40 07 40.     (N)    099 58 10.     (W)     SCALED    
 LH0756* NAVD 88     -       680.351  (meters)    2232.12   (feet)  ADJUSTED  
 LH0756  ___________________________________________________________________
 LH0756  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH0756  DYNAMIC HT  -         679.909 (meters)    2230.67  (feet)  COMP
 LH0756  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 LH0756
 LH0756  VERT ORDER  -  SECOND    CLASS 0
 LH0756
 LH0756.The horizontal coordinates were scaled from a topographic map and have
 LH0756.an estimated accuracy of +/- 6 seconds.
 LH0756
 LH0756.The orthometric height was determined by differential leveling
 LH0756.and adjusted by the National Geodetic Survey in June 1991..
 LH0756
 LH0756.The geoid height was determined by GEOID03.
 LH0756
 LH0756.The dynamic height is computed by dividing the NAVD 88
 LH0756.geopotential number by the normal gravity value computed on the
 LH0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0756.degrees latitude (g = 980.6199 gals.).
 LH0756
 LH0756.The modeled gravity was interpolated from observed gravity values.
 LH0756
 LH0756;                    North         East    Units  Estimated Accuracy
 LH0756;SPC NE       -    32,690.      502,600.      MT  (+/- 180 meters Scaled)
 LH0756
 LH0756                          SUPERSEDED SURVEY CONTROL
 LH0756
 LH0756  NGVD 29 (??/??/92)  680.079  (m)         2231.23   (f) ADJ UNCH    2 0
 LH0756
 LH0756.Superseded values are not recommended for survey control.
 LH0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0756.See file dsdata.txt to determine how the superseded data were derived.
 LH0756
 LH0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK174423(NAD 83)
 LH0756_MARKER: DB = BENCH MARK DISK
 LH0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0756_STAMPING: K 200 1934
 LH0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0756+STABILITY: SURFACE MOTION
 LH0756
 LH0756  HISTORY     - Date     Condition        Report By
 LH0756  HISTORY     - 1934     MONUMENTED       CGS
 LH0756  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0756
 LH0756                          STATION DESCRIPTION
 LH0756
 LH0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0756'AT HENDLEY.
 LH0756'AT HENDLEY, FURNAS COUNTY, ABOUT 250 FEET EAST OF THE CHICAGO,
 LH0756'BURLINGTON AND QUINCY RAILROAD STATION, ABOUT 4 POLES WEST
 LH0756'OF MILEPOST 28, ABOUT 108 FEET SOUTH OF THE CENTER LINE OF THE
 LH0756'MAIN TRACK, 10 FEET NORTH OF A ROAD, AND 2 FEET SOUTH OF A POLE.
 LH0756'A STANDARD DISK, STAMPED K 200 1934 AND SET IN THE TOP OF A
 LH0756'CONCRETE POST.
 LH0756
 LH0756                          STATION RECOVERY (1986)
 LH0756
 LH0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0756'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 LH0756'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0289 ***********************************************************************
 LH0289  DESIGNATION -  K 201
 LH0289  PID         -  LH0289
 LH0289  STATE/COUNTY-  NE/WEBSTER
 LH0289  USGS QUAD   -  GUIDE ROCK (1974)
 LH0289
 LH0289                         *CURRENT SURVEY CONTROL
 LH0289  ___________________________________________________________________
 LH0289* NAD 83(1986)-  40 01 51.     (N)    098 19 49.     (W)     SCALED    
 LH0289* NAVD 88     -       536.364  (meters)    1759.72   (feet)  ADJUSTED  
 LH0289  ___________________________________________________________________
 LH0289  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LH0289  DYNAMIC HT  -         536.044 (meters)    1758.67  (feet)  COMP
 LH0289  MODELED GRAV-     980,012.4   (mgal)                       NAVD 88
 LH0289
 LH0289  VERT ORDER  -  FIRST     CLASS II
 LH0289
 LH0289.The horizontal coordinates were scaled from a topographic map and have
 LH0289.an estimated accuracy of +/- 6 seconds.
 LH0289
 LH0289.The orthometric height was determined by differential leveling
 LH0289.and adjusted by the National Geodetic Survey in June 1991..
 LH0289
 LH0289.The geoid height was determined by GEOID03.
 LH0289
 LH0289.The dynamic height is computed by dividing the NAVD 88
 LH0289.geopotential number by the normal gravity value computed on the
 LH0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0289.degrees latitude (g = 980.6199 gals.).
 LH0289
 LH0289.The modeled gravity was interpolated from observed gravity values.
 LH0289
 LH0289;                    North         East    Units  Estimated Accuracy
 LH0289;SPC NE       -    23,310.      642,510.      MT  (+/- 180 meters Scaled)
 LH0289
 LH0289                          SUPERSEDED SURVEY CONTROL
 LH0289
 LH0289  NGVD 29 (??/??/92)  536.160  (m)         1759.05   (f) ADJ UNCH    1 2
 LH0289
 LH0289.Superseded values are not recommended for survey control.
 LH0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0289.See file dsdata.txt to determine how the superseded data were derived.
 LH0289
 LH0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK571313(NAD 83)
 LH0289_MARKER: DB = BENCH MARK DISK
 LH0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0289_SP_SET: STEP
 LH0289_STAMPING: K 201 1934
 LH0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0289
 LH0289  HISTORY     - Date     Condition        Report By
 LH0289  HISTORY     - 1934     MONUMENTED       CGS
 LH0289  HISTORY     - 1947     GOOD             NGS
 LH0289
 LH0289                          STATION DESCRIPTION
 LH0289
 LH0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0289'2.7 MI S FROM GUIDE ROCK.
 LH0289'2.7 MILES SOUTH ALONG STATE HIGHWAY NO. 78 FROM THE CHICAGO,
 LH0289'BURLINGTON AND QUINCY RAILROAD STATION AT GUIDE ROCK, 0.05 MILE
 LH0289'SOUTH OF AN EAST-WEST CROSS ROAD AND AT THE NORTHEAST CORNER
 LH0289'OF A SCHOOL BUILDING, SET IN THE TOP AND 1.0 FOOT WEST OF THE
 LH0289'EAST END OF THE SECOND CONCRETE STEP FROM THE BOTTOM OF THE
 LH0289'CONCRETE STEPS AT THE NORTHEAST ENTRANCE TO THE SCHOOL BUILDING,
 LH0289'A U.S. COAST AND GEODETIC SURVEY BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0037 ***********************************************************************
 ML0037  DESIGNATION -  K 206
 ML0037  PID         -  ML0037
 ML0037  STATE/COUNTY-  NE/BOONE
 ML0037  USGS QUAD   -  ALBION WEST (1985)
 ML0037
 ML0037                         *CURRENT SURVEY CONTROL
 ML0037  ___________________________________________________________________
 ML0037* NAD 83(1986)-  41 44 15.     (N)    098 03 40.     (W)     SCALED    
 ML0037* NAVD 88     -       554.800  (meters)    1820.21   (feet)  ADJUSTED  
 ML0037  ___________________________________________________________________
 ML0037  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 ML0037  DYNAMIC HT  -         554.553 (meters)    1819.40  (feet)  COMP
 ML0037  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 ML0037
 ML0037  VERT ORDER  -  SECOND    CLASS 0
 ML0037
 ML0037.The horizontal coordinates were scaled from a topographic map and have
 ML0037.an estimated accuracy of +/- 6 seconds.
 ML0037
 ML0037.The orthometric height was determined by differential leveling
 ML0037.and adjusted by the National Geodetic Survey in June 1991..
 ML0037
 ML0037.The geoid height was determined by GEOID03.
 ML0037
 ML0037.The dynamic height is computed by dividing the NAVD 88
 ML0037.geopotential number by the normal gravity value computed on the
 ML0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0037.degrees latitude (g = 980.6199 gals.).
 ML0037
 ML0037.The modeled gravity was interpolated from observed gravity values.
 ML0037
 ML0037;                    North         East    Units  Estimated Accuracy
 ML0037;SPC NE       -   213,220.      661,230.      MT  (+/- 180 meters Scaled)
 ML0037
 ML0037                          SUPERSEDED SURVEY CONTROL
 ML0037
 ML0037  NGVD 29 (??/??/92)  554.57   (m)         1819.5    (f) COMPUTED    2 0
 ML0037
 ML0037.Superseded values are not recommended for survey control.
 ML0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0037.See file dsdata.txt to determine how the superseded data were derived.
 ML0037
 ML0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM780210(NAD 83)
 ML0037_MARKER: DB = BENCH MARK DISK
 ML0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0037_SP_SET: BRIDGE
 ML0037_STAMPING: K 206 1939
 ML0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0037
 ML0037  HISTORY     - Date     Condition        Report By
 ML0037  HISTORY     - 1939     MONUMENTED       CGS
 ML0037
 ML0037                          STATION DESCRIPTION
 ML0037
 ML0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0037'2.2 MI SE FROM LORETTO.
 ML0037'2.2 MILES SOUTHEAST OF LORETTO FROM DEPOT.  ALONG THE CHICAGO
 ML0037'AND NORTHWESTERN RAILROAD.  ON THE SOUTHWEST WINGWALL OF HIGHWAY
 ML0037'BRIDGE, OPPOSITE R.R. BRIDGE NO. D-191.  147 FEET NORTHEAST
 ML0037'OF CENTERLINE OF ROAD CROSSING.  60 FEET EAST OF THE EAST RAIL.
 ML0037'12 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 14.  2 FEET
 ML0037'BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0038 ***********************************************************************
 ML0038  DESIGNATION -  K 206 RESET
 ML0038  PID         -  ML0038
 ML0038  STATE/COUNTY-  NE/BOONE
 ML0038  USGS QUAD   -  ALBION WEST (1985)
 ML0038
 ML0038                         *CURRENT SURVEY CONTROL
 ML0038  ___________________________________________________________________
 ML0038* NAD 83(1986)-  41 44 15.     (N)    098 03 40.     (W)     SCALED    
 ML0038* NAVD 88     -       555.054  (meters)    1821.04   (feet)  ADJUSTED  
 ML0038  ___________________________________________________________________
 ML0038  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 ML0038  DYNAMIC HT  -         554.807 (meters)    1820.23  (feet)  COMP
 ML0038  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 ML0038
 ML0038  VERT ORDER  -  SECOND    CLASS 0
 ML0038
 ML0038.The horizontal coordinates were scaled from a topographic map and have
 ML0038.an estimated accuracy of +/- 6 seconds.
 ML0038
 ML0038.The orthometric height was determined by differential leveling
 ML0038.and adjusted by the National Geodetic Survey in June 1991..
 ML0038
 ML0038.The geoid height was determined by GEOID03.
 ML0038
 ML0038.The dynamic height is computed by dividing the NAVD 88
 ML0038.geopotential number by the normal gravity value computed on the
 ML0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0038.degrees latitude (g = 980.6199 gals.).
 ML0038
 ML0038.The modeled gravity was interpolated from observed gravity values.
 ML0038
 ML0038;                    North         East    Units  Estimated Accuracy
 ML0038;SPC NE       -   213,220.      661,230.      MT  (+/- 180 meters Scaled)
 ML0038
 ML0038                          SUPERSEDED SURVEY CONTROL
 ML0038
 ML0038  NGVD 29 (??/??/92)  554.828  (m)         1820.30   (f) ADJ UNCH    2 0
 ML0038
 ML0038.Superseded values are not recommended for survey control.
 ML0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0038.See file dsdata.txt to determine how the superseded data were derived.
 ML0038
 ML0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM780210(NAD 83)
 ML0038_MARKER: DB = BENCH MARK DISK
 ML0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0038_SP_SET: CULVERT
 ML0038_STAMPING: K 206 RESET 1947
 ML0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0038
 ML0038  HISTORY     - Date     Condition        Report By
 ML0038  HISTORY     - 1947     MONUMENTED       CGS
 ML0038  HISTORY     - 1950     GOOD             NGS
 ML0038
 ML0038                          STATION DESCRIPTION
 ML0038
 ML0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0038'2.1 MI SE FROM LORETTO.
 ML0038'2.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 ML0038'FROM THE STATION AT LORETTO, 70.3 FEET NORTHEAST OF THE NORTHEAST
 ML0038'RAIL, 16 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 14,
 ML0038'SET IN THE TOP OF THE CENTER OF THE SOUTHWEST HEADWALL OF A
 ML0038'CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0762 ***********************************************************************
 ML0762  DESIGNATION -  K 207 RESET
 ML0762  PID         -  ML0762
 ML0762  STATE/COUNTY-  NE/DAWSON
 ML0762  USGS QUAD   -  OCONTO SE (1974)
 ML0762
 ML0762                         *CURRENT SURVEY CONTROL
 ML0762  ___________________________________________________________________
 ML0762* NAD 83(1986)-  41 02 47.     (N)    099 45 39.     (W)     SCALED    
 ML0762* NAVD 88     -       816.00   (meters)    2677.2    (feet)  RESET     
 ML0762  ___________________________________________________________________
 ML0762  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 ML0762
 ML0762  VERT ORDER  -  THIRD
 ML0762
 ML0762.The horizontal coordinates were scaled from a topographic map and have
 ML0762.an estimated accuracy of +/- 6 seconds.
 ML0762
 ML0762.The orthometric height was computed from unverified reset data.
 ML0762
 ML0762.The geoid height was determined by GEOID03.
 ML0762
 ML0762;                    North         East    Units  Estimated Accuracy
 ML0762;SPC NE       -   134,710.      520,100.      MT  (+/- 180 meters Scaled)
 ML0762
 ML0762                          SUPERSEDED SURVEY CONTROL
 ML0762
 ML0762  NGVD 29 (??/??/??)  815.71   (m)         2676.2    (f) RESET       3  
 ML0762
 ML0762.Superseded values are not recommended for survey control.
 ML0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0762.See file dsdata.txt to determine how the superseded data were derived.
 ML0762
 ML0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML360441(NAD 83)
 ML0762_MARKER: DB = BENCH MARK DISK
 ML0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0762_STAMPING: K 207 RESET 1962
 ML0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0762+STABILITY: SURFACE MOTION
 ML0762
 ML0762  HISTORY     - Date     Condition        Report By
 ML0762  HISTORY     - 1962     MONUMENTED       NEDR
 ML0762
 ML0762                          STATION DESCRIPTION
 ML0762
 ML0762'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 ML0762'6.5 MI S FROM OCONTO.
 ML0762'ABOUT 6.5 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE RAILROAD
 ML0762'CROSSING ON HIGHWAY 21 SOUTHEAST OF OCONTO, AT A JUNCTION WITH A
 ML0762'DIRT ROAD LEADING EAST ON THE CUSTER DAWSON COUNTY LINE, 95 FEET
 ML0762'SOUTH OF THE CENTERLINE OF THE DIRT ROAD LEADING EAST, 90 FEET
 ML0762'SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER, 23 FEET NORTH OF A
 ML0762'HIGHWAY RIGHT-OF-WAY MARKER, 1 FOOT EAST OF A NORTH-SOUTH FENCE
 ML0762'LINE, 90 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 21, AND
 ML0762'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0022 ***********************************************************************
 LG0022  DESIGNATION -  K 208
 LG0022  PID         -  LG0022
 LG0022  STATE/COUNTY-  NE/OTOE
 LG0022  USGS QUAD   -  UNADILLA (1966)
 LG0022
 LG0022                         *CURRENT SURVEY CONTROL
 LG0022  ___________________________________________________________________
 LG0022* NAD 83(1986)-  40 40 33.     (N)    096 15 13.     (W)     SCALED    
 LG0022* NAVD 88     -       325.375  (meters)    1067.50   (feet)  ADJUSTED  
 LG0022  ___________________________________________________________________
 LG0022  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 LG0022  DYNAMIC HT  -         325.221 (meters)    1067.00  (feet)  COMP
 LG0022  MODELED GRAV-     980,140.2   (mgal)                       NAVD 88
 LG0022
 LG0022  VERT ORDER  -  FIRST     CLASS II
 LG0022
 LG0022.The horizontal coordinates were scaled from a topographic map and have
 LG0022.an estimated accuracy of +/- 6 seconds.
 LG0022
 LG0022.The orthometric height was determined by differential leveling
 LG0022.and adjusted by the National Geodetic Survey in May 1993..
 LG0022
 LG0022.The geoid height was determined by GEOID03.
 LG0022
 LG0022.The dynamic height is computed by dividing the NAVD 88
 LG0022.geopotential number by the normal gravity value computed on the
 LG0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0022.degrees latitude (g = 980.6199 gals.).
 LG0022
 LG0022.The modeled gravity was interpolated from observed gravity values.
 LG0022
 LG0022;                    North         East    Units  Estimated Accuracy
 LG0022;SPC NE       -   100,400.      816,570.      MT  (+/- 180 meters Scaled)
 LG0022
 LG0022                          SUPERSEDED SURVEY CONTROL
 LG0022
 LG0022  NAVD 88 (06/15/91)  325.381  (m)         1067.52   (f) UNKNOWN     1 2
 LG0022  NGVD 29 (??/??/92)  325.276  (m)         1067.18   (f) ADJ UNCH    1 2
 LG0022
 LG0022.Superseded values are not recommended for survey control.
 LG0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0022.See file dsdata.txt to determine how the superseded data were derived.
 LG0022
 LG0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL321064(NAD 83)
 LG0022_MARKER: DB = BENCH MARK DISK
 LG0022_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0022_SP_SET: HEADWALL
 LG0022_STAMPING: K 208 1940
 LG0022_MARK LOGO: CGS   
 LG0022_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0022+STABILITY: SURFACE MOTION
 LG0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0022+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 LG0022
 LG0022  HISTORY     - Date     Condition        Report By
 LG0022  HISTORY     - 1940     MONUMENTED       CGS
 LG0022  HISTORY     - 19911023 GOOD             NGS
 LG0022
 LG0022                          STATION DESCRIPTION
 LG0022
 LG0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0022'1.1 MI E FROM UNADILLA.
 LG0022'1.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0022'FROM THE STATION AT UNADILLA, OTOE COUNTY AT RAILROAD BRIDGE
 LG0022'31.19, 60 FEET NORTH OF THE CENTERLINE OF THE TRACK, 21 FEET
 LG0022'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 2, AT A 6-FOOT CONCRETE-BOX
 LG0022'CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF THE EAST END OF THE
 LG0022'SOUTH HEADWALL.  A STANDARD DISK, STAMPED K 208 1940.
 LG0022
 LG0022                          STATION RECOVERY (1991)
 LG0022
 LG0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0022'0.3 KM (0.20 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG0022'STATE HIGHWAY 50 IN SYRACUSE, THENCE 6.2 KM (3.85 MI) WESTERLY ALONG
 LG0022'17TH STREET (OLD STATE HIGHWAY 2), IN TOP OF AND 0.2 M (0.7 FT) WEST
 LG0022'OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A BOX CULVERT, 17.8
 LG0022'M (58.4 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG0022'RAILROAD, 6.0 M (19.7 FT) SOUTH OF THE ROAD CENTERLINE, AND 0.3 M
 LG0022'(1.0 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0463 ***********************************************************************
 LG0463  DESIGNATION -  K 209
 LG0463  PID         -  LG0463
 LG0463  STATE/COUNTY-  NE/FILLMORE
 LG0463  USGS QUAD   -  EXETER (1969)
 LG0463
 LG0463                         *CURRENT SURVEY CONTROL
 LG0463  ___________________________________________________________________
 LG0463* NAD 83(1986)-  40 38 37.     (N)    097 28 43.     (W)     SCALED    
 LG0463* NAVD 88     -       491.675  (meters)    1613.10   (feet)  ADJUSTED  
 LG0463  ___________________________________________________________________
 LG0463  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 LG0463  DYNAMIC HT  -         491.405 (meters)    1612.22  (feet)  COMP
 LG0463  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 LG0463
 LG0463  VERT ORDER  -  FIRST     CLASS II
 LG0463
 LG0463.The horizontal coordinates were scaled from a topographic map and have
 LG0463.an estimated accuracy of +/- 6 seconds.
 LG0463
 LG0463.The orthometric height was determined by differential leveling
 LG0463.and adjusted by the National Geodetic Survey in May 1993..
 LG0463
 LG0463.The geoid height was determined by GEOID03.
 LG0463
 LG0463.The dynamic height is computed by dividing the NAVD 88
 LG0463.geopotential number by the normal gravity value computed on the
 LG0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0463.degrees latitude (g = 980.6199 gals.).
 LG0463
 LG0463.The modeled gravity was interpolated from observed gravity values.
 LG0463
 LG0463;                    North         East    Units  Estimated Accuracy
 LG0463;SPC NE       -    93,070.      713,200.      MT  (+/- 180 meters Scaled)
 LG0463
 LG0463                          SUPERSEDED SURVEY CONTROL
 LG0463
 LG0463  NAVD 88 (06/15/91)  491.663  (m)         1613.06   (f) UNKNOWN     1 2
 LG0463  NGVD 29 (??/??/92)  491.495  (m)         1612.51   (f) ADJ UNCH    1 2
 LG0463
 LG0463.Superseded values are not recommended for survey control.
 LG0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0463.See file dsdata.txt to determine how the superseded data were derived.
 LG0463
 LG0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL286003(NAD 83)
 LG0463_MARKER: DB = BENCH MARK DISK
 LG0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0463_SP_SET: CONCRETE POST
 LG0463_STAMPING: K 209 1940
 LG0463_MARK LOGO: CGS   
 LG0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0463+STABILITY: SURFACE MOTION
 LG0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0463+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0463
 LG0463  HISTORY     - Date     Condition        Report By
 LG0463  HISTORY     - 1940     MONUMENTED       CGS
 LG0463  HISTORY     - 19911008 GOOD             NGS
 LG0463
 LG0463                          STATION DESCRIPTION
 LG0463
 LG0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0463'1.5 MI W FROM EXETER.
 LG0463'1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0463'FROM THE STATION AT EXETER, FILLMORE COUNTY, 310 FEET SOUTHWEST
 LG0463'OF A BATTERY BOX, 64 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LG0463'45 FEET NORTHWEST OF A CONCRETE GATEPOST, 33 FEET NORTH OF THE
 LG0463'RIGHT-OF-WAY FENCE, 4.3 FEET WEST OF A POLE, AND 3 FEET EAST OF A
 LG0463'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 209 1940
 LG0463'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LG0463'GROUND.
 LG0463
 LG0463                          STATION RECOVERY (1991)
 LG0463
 LG0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0463'9.6 KM (5.95 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG0463'U.S. HIGHWAY 81 IN FAIRMONT, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG
 LG0463'A GRAVELED ROAD, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG THE
 LG0463'BURLINGTON NORTHERN RAILROAD, 18.7 M (61.4 FT) SOUTH OF THE NEAR
 LG0463'RAIL, 13.4 M (44.0 FT) NORTHWEST OF A GATE POST, 9.9 M (32.5 FT)
 LG0463'NORTH OF A FENCE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5
 LG0463'M (1.6 FT) WEST OF A UTILITY POLE, 0.3 M (1.0 FT) EAST OF A WITNESS
 LG0463'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1225 ***********************************************************************
 MK1225  DESIGNATION -  K 210
 MK1225  PID         -  MK1225
 MK1225  STATE/COUNTY-  NE/PLATTE
 MK1225  USGS QUAD   -  DUNCAN (1976)
 MK1225
 MK1225                         *CURRENT SURVEY CONTROL
 MK1225  ___________________________________________________________________
 MK1225* NAD 83(1986)-  41 25 05.     (N)    097 25 25.     (W)     SCALED    
 MK1225* NAVD 88     -       444.112  (meters)    1457.06   (feet)  ADJUSTED  
 MK1225  ___________________________________________________________________
 MK1225  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 MK1225  DYNAMIC HT  -         443.917 (meters)    1456.42  (feet)  COMP
 MK1225  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 MK1225
 MK1225  VERT ORDER  -  FIRST     CLASS II
 MK1225
 MK1225.The horizontal coordinates were scaled from a topographic map and have
 MK1225.an estimated accuracy of +/- 6 seconds.
 MK1225
 MK1225.The orthometric height was determined by differential leveling
 MK1225.and adjusted by the National Geodetic Survey in June 1991..
 MK1225
 MK1225.The geoid height was determined by GEOID03.
 MK1225
 MK1225.The dynamic height is computed by dividing the NAVD 88
 MK1225.geopotential number by the normal gravity value computed on the
 MK1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1225.degrees latitude (g = 980.6199 gals.).
 MK1225
 MK1225.The modeled gravity was interpolated from observed gravity values.
 MK1225
 MK1225;                    North         East    Units  Estimated Accuracy
 MK1225;SPC NE       -   179,150.      715,280.      MT  (+/- 180 meters Scaled)
 MK1225
 MK1225                          SUPERSEDED SURVEY CONTROL
 MK1225
 MK1225  NGVD 29 (??/??/92)  443.924  (m)         1456.44   (f) ADJ UNCH    1 2
 MK1225
 MK1225.Superseded values are not recommended for survey control.
 MK1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1225.See file dsdata.txt to determine how the superseded data were derived.
 MK1225
 MK1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL317863(NAD 83)
 MK1225_MARKER: DB = BENCH MARK DISK
 MK1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1225_STAMPING: K 210 1940
 MK1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1225+STABILITY: SURFACE MOTION
 MK1225
 MK1225  HISTORY     - Date     Condition        Report By
 MK1225  HISTORY     - 1940     MONUMENTED       CGS
 MK1225
 MK1225                          STATION DESCRIPTION
 MK1225
 MK1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1225'3.5 MI W FROM COLUMBUS.
 MK1225'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR.,
 MK1225'98 FEET NORTHWEST OF MILEPOST NO. 88, 53 FEET SOUTHEAST OF
 MK1225'CENTER OF INTERSECTION OF FARM ROAD AND TRACK, 51 FEET SOUTH
 MK1225'OF CENTERLINE OF SOUTH MAIN TRACK, 18 FEET EAST OF CENTERLINE
 MK1225'OF FARM ROAD, 3.0 FEET WEST OF 4 X 4 INCH WHITE WOODEN POST
 MK1225'PROJECTING 1.8 FEET, 1.0 FOOT SOUTH OF RIGHT-OF-WAY FENCE.
 MK1225'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1384 ***********************************************************************
 MK1384  DESIGNATION -  K 211
 MK1384  PID         -  MK1384
 MK1384  STATE/COUNTY-  NE/MERRICK
 MK1384  USGS QUAD   -  HAVENS (1958)
 MK1384
 MK1384                         *CURRENT SURVEY CONTROL
 MK1384  ___________________________________________________________________
 MK1384* NAD 83(1986)-  41 15 57.     (N)    097 45 06.     (W)     SCALED    
 MK1384* NAVD 88     -       482.966  (meters)    1584.53   (feet)  ADJUSTED  
 MK1384  ___________________________________________________________________
 MK1384  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 MK1384  DYNAMIC HT  -         482.739 (meters)    1583.79  (feet)  COMP
 MK1384  MODELED GRAV-     980,136.7   (mgal)                       NAVD 88
 MK1384
 MK1384  VERT ORDER  -  FIRST     CLASS II
 MK1384
 MK1384.The horizontal coordinates were scaled from a topographic map and have
 MK1384.an estimated accuracy of +/- 6 seconds.
 MK1384
 MK1384.The orthometric height was determined by differential leveling
 MK1384.and adjusted by the National Geodetic Survey in June 1991..
 MK1384
 MK1384.The geoid height was determined by GEOID03.
 MK1384
 MK1384.The dynamic height is computed by dividing the NAVD 88
 MK1384.geopotential number by the normal gravity value computed on the
 MK1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1384.degrees latitude (g = 980.6199 gals.).
 MK1384
 MK1384.The modeled gravity was interpolated from observed gravity values.
 MK1384
 MK1384;                    North         East    Units  Estimated Accuracy
 MK1384;SPC NE       -   161,490.      688,320.      MT  (+/- 180 meters Scaled)
 MK1384
 MK1384                          SUPERSEDED SURVEY CONTROL
 MK1384
 MK1384  NGVD 29 (??/??/92)  482.761  (m)         1583.86   (f) ADJ UNCH    1 2
 MK1384
 MK1384.Superseded values are not recommended for survey control.
 MK1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1384.See file dsdata.txt to determine how the superseded data were derived.
 MK1384
 MK1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL045690(NAD 83)
 MK1384_MARKER: DB = BENCH MARK DISK
 MK1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1384_STAMPING: K 211 1940
 MK1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1384+STABILITY: SURFACE MOTION
 MK1384
 MK1384  HISTORY     - Date     Condition        Report By
 MK1384  HISTORY     - 1940     MONUMENTED       CGS
 MK1384
 MK1384                          STATION DESCRIPTION
 MK1384
 MK1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1384'AT HAVENS.
 MK1384'AT HAVENS, BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY
 MK1384'NO. 30, 125 FEET NORTHEAST OF MILEPOST NO. 108, 82 FEET SOUTHWEST
 MK1384'OF STATION SIGN HAVENS, 55 FEET NORTH OF CENTERLINE OF HIGHWAY,
 MK1384'41 FEET SOUTH OF CENTERLINE OF SOUTH MAIN TRACK, 3.0 FEET EAST OF
 MK1384'4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT
 MK1384'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1589 ***********************************************************************
 NM1589  DESIGNATION -  K 212 RESET
 NM1589  PID         -  NM1589
 NM1589  STATE/COUNTY-  NE/MADISON
 NM1589  USGS QUAD   -  NORFOLK (1976)
 NM1589
 NM1589                         *CURRENT SURVEY CONTROL
 NM1589  ___________________________________________________________________
 NM1589* NAD 83(1986)-  42 00 12.     (N)    097 26 36.     (W)     SCALED    
 NM1589* NAVD 88     -       463.92   (meters)    1522.0    (feet)  RESET     
 NM1589  ___________________________________________________________________
 NM1589  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 NM1589
 NM1589  VERT ORDER  -  THIRD
 NM1589
 NM1589.The horizontal coordinates were scaled from a topographic map and have
 NM1589.an estimated accuracy of +/- 6 seconds.
 NM1589
 NM1589.The orthometric height was computed from unverified reset data.
 NM1589.No vertical observational check was made to the station.
 NM1589
 NM1589.The geoid height was determined by GEOID03.
 NM1589
 NM1589;                    North         East    Units  Estimated Accuracy
 NM1589;SPC NE       -   244,060.      711,720.      MT  (+/- 180 meters Scaled)
 NM1589
 NM1589                          SUPERSEDED SURVEY CONTROL
 NM1589
 NM1589  NGVD 29 (08/02/06)  463.74   (m)         1521.5    (f) RESET       3  
 NM1589
 NM1589.Superseded values are not recommended for survey control.
 NM1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1589.See file dsdata.txt to determine how the superseded data were derived.
 NM1589
 NM1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM289513(NAD 83)
 NM1589_MARKER: DB = BENCH MARK DISK
 NM1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1589_STAMPING: K 212 RESET 1981
 NM1589_PROJECTION: PROJECTING 15 CENTIMETERS
 NM1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1589+STABILITY: SURFACE MOTION
 NM1589
 NM1589  HISTORY     - Date     Condition        Report By
 NM1589  HISTORY     - 1981     MONUMENTED       NGS
 NM1589
 NM1589                          STATION DESCRIPTION
 NM1589
 NM1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NM1589'2.4 MI SOUTH FROM NORFOLK.
 NM1589'2.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 NM1589'NORFOLK, AT THE SOUTH END OF THE RAILROAD BRIDGE OVER THE ECKHORN
 NM1589'RIVER, 80 FEET SOUTHEAST OF THE RIVERBANK AS IT PASSES UNDER THE
 NM1589'BRIDGE, 58.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTHEAST
 NM1589'GIRDER SUPPORT, 56 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 NM1589'BRIDGE, 47.8 FEET EAST OF THE THIRD SUPPORTING PILLARS SOUTH OF THE
 NM1589'SOUTH END OF THE GIRDERS, 1-FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 NM1589'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 NM1589'THE MARK IS 10 FT BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1128 ***********************************************************************
 MK1128  DESIGNATION -  K 213
 MK1128  PID         -  MK1128
 MK1128  STATE/COUNTY-  NE/PLATTE
 MK1128  USGS QUAD   -  HUMPHREY (1976)
 MK1128
 MK1128                         *CURRENT SURVEY CONTROL
 MK1128  ___________________________________________________________________
 MK1128* NAD 83(1986)-  41 41 31.     (N)    097 28 57.     (W)     SCALED    
 MK1128* NAVD 88     -       501.360  (meters)    1644.88   (feet)  ADJUSTED  
 MK1128  ___________________________________________________________________
 MK1128  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 MK1128  DYNAMIC HT  -         501.143 (meters)    1644.17  (feet)  COMP
 MK1128  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 MK1128
 MK1128  VERT ORDER  -  FIRST     CLASS II
 MK1128
 MK1128.The horizontal coordinates were scaled from a topographic map and have
 MK1128.an estimated accuracy of +/- 6 seconds.
 MK1128
 MK1128.The orthometric height was determined by differential leveling
 MK1128.and adjusted by the National Geodetic Survey in June 1991..
 MK1128
 MK1128.The geoid height was determined by GEOID03.
 MK1128
 MK1128.The dynamic height is computed by dividing the NAVD 88
 MK1128.geopotential number by the normal gravity value computed on the
 MK1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1128.degrees latitude (g = 980.6199 gals.).
 MK1128
 MK1128.The modeled gravity was interpolated from observed gravity values.
 MK1128
 MK1128;                    North         East    Units  Estimated Accuracy
 MK1128;SPC NE       -   209,400.      709,480.      MT  (+/- 180 meters Scaled)
 MK1128
 MK1128                          SUPERSEDED SURVEY CONTROL
 MK1128
 MK1128  NGVD 29 (??/??/92)  501.165  (m)         1644.24   (f) ADJ UNCH    1 2
 MK1128
 MK1128.Superseded values are not recommended for survey control.
 MK1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1128.See file dsdata.txt to determine how the superseded data were derived.
 MK1128
 MK1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM262166(NAD 83)
 MK1128_MARKER: DB = BENCH MARK DISK
 MK1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1128_STAMPING: K 213 1940
 MK1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1128+STABILITY: SURFACE MOTION
 MK1128
 MK1128  HISTORY     - Date     Condition        Report By
 MK1128  HISTORY     - 1940     MONUMENTED       CGS
 MK1128
 MK1128                          STATION DESCRIPTION
 MK1128
 MK1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1128'AT HUMPHREY.
 MK1128'AT HUMPHREY.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION
 MK1128'PACIFIC RR., JUST SOUTH OF THE DEPOT, 85.5 FEET NORTHEAST OF
 MK1128'CENTER OF INTERSECTION OF MAIN STREET AND THE MAIN TRACK, 75 FEET
 MK1128'NORTH OF CENTERLINE OF MAIN STREET EXTENDED, 59.0 FEET SOUTH OF
 MK1128'THE SOUTH END OF RR. STATION, 41 FEET EAST OF CENTERLINE OF MAIN
 MK1128'TRACK, 5.0 FEET SOUTH OF TELEPHONE POLE.  NO 4 X 4 INCH WOODEN
 MK1128'POST WAS SET BECAUSE RR. STATION SERVES AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0159 ***********************************************************************
 NP0159  DESIGNATION -  K 214
 NP0159  PID         -  NP0159
 NP0159  STATE/COUNTY-  NE/BOX BUTTE
 NP0159  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0159
 NP0159                         *CURRENT SURVEY CONTROL
 NP0159  ___________________________________________________________________
 NP0159* NAD 83(1986)-  42 05 42.     (N)    102 50 04.     (W)     SCALED    
 NP0159* NAVD 88     -      1207.129  (meters)    3960.39   (feet)  ADJUSTED  
 NP0159  ___________________________________________________________________
 NP0159  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 NP0159  DYNAMIC HT  -        1206.430 (meters)    3958.10  (feet)  COMP
 NP0159  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 NP0159
 NP0159  VERT ORDER  -  SECOND    CLASS 0
 NP0159
 NP0159.The horizontal coordinates were scaled from a topographic map and have
 NP0159.an estimated accuracy of +/- 6 seconds.
 NP0159
 NP0159.The orthometric height was determined by differential leveling
 NP0159.and adjusted by the National Geodetic Survey in June 1991..
 NP0159
 NP0159.The geoid height was determined by GEOID03.
 NP0159
 NP0159.The dynamic height is computed by dividing the NAVD 88
 NP0159.geopotential number by the normal gravity value computed on the
 NP0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0159.degrees latitude (g = 980.6199 gals.).
 NP0159
 NP0159.The modeled gravity was interpolated from observed gravity values.
 NP0159
 NP0159;                    North         East    Units  Estimated Accuracy
 NP0159;SPC NE       -   254,950.      265,620.      MT  (+/- 180 meters Scaled)
 NP0159
 NP0159                          SUPERSEDED SURVEY CONTROL
 NP0159
 NP0159  NGVD 29 (??/??/92) 1206.555  (m)         3958.51   (f) ADJ UNCH    2 0
 NP0159
 NP0159.Superseded values are not recommended for survey control.
 NP0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0159.See file dsdata.txt to determine how the superseded data were derived.
 NP0159
 NP0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG790625(NAD 83)
 NP0159_MARKER: DB = BENCH MARK DISK
 NP0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0159_STAMPING: K 214 1940
 NP0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0159+STABILITY: SURFACE MOTION
 NP0159
 NP0159  HISTORY     - Date     Condition        Report By
 NP0159  HISTORY     - 1940     MONUMENTED       CGS
 NP0159  HISTORY     - 1967     GOOD             NGS
 NP0159  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0159
 NP0159                          STATION DESCRIPTION
 NP0159
 NP0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NP0159'1.9 MI E FROM ALLIANCE.
 NP0159'THE MARK IS SITUATED 1.9 MILES EAST ALONG THE CHICAGO, BURLINGTON
 NP0159'AND QUINCY RAILROAD FROM THE STATION AT ALLIANCE, 0.4 MI. EAST
 NP0159'OF MILEPOST 364, 162 FT. EAST NORTHEAST FROM THE NORTHEAST EAVE
 NP0159'OF A 12 FT. X 12 FT. PUMP HOUSE, 310 FT. WEST OF A FENCE CORNER,
 NP0159'48.5 FT. SOUTH OF THE CENTERLINE OF A CONCRETE LINED IRRIGATION
 NP0159'DITCH, AND 3.0 FT. EAST OF A C AND GS WITNESS POST SIGN PROJECTING
 NP0159'3.4 FT.  THE MARK IS A STANDARD BENCH MARK DISK STAMPED K 214 1940
 NP0159'SET IN THE TOP OF A CONCRETE POST IMBEDDED FLUSH WITH THE GROUND.
 NP0159
 NP0159                          STATION RECOVERY (1985)
 NP0159
 NP0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0159'NOT RECOVERED.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN
 NP0159'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0536 ***********************************************************************
 LF0536  DESIGNATION -  K 215
 LF0536  PID         -  LF0536
 LF0536  STATE/COUNTY-  NE/RICHARDSON
 LF0536  USGS QUAD   -  SALEM (1965)
 LF0536
 LF0536                         *CURRENT SURVEY CONTROL
 LF0536  ___________________________________________________________________
 LF0536* NAD 83(1986)-  40 04 21.     (N)    095 41 34.     (W)     SCALED    
 LF0536* NAVD 88     -       278.219  (meters)     912.79   (feet)  ADJUSTED  
 LF0536  ___________________________________________________________________
 LF0536  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LF0536  DYNAMIC HT  -         278.062 (meters)     912.28  (feet)  COMP
 LF0536  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 LF0536
 LF0536  VERT ORDER  -  SECOND    CLASS 0
 LF0536
 LF0536.The horizontal coordinates were scaled from a topographic map and have
 LF0536.an estimated accuracy of +/- 6 seconds.
 LF0536
 LF0536.The orthometric height was determined by differential leveling
 LF0536.and adjusted by the National Geodetic Survey in June 1991..
 LF0536
 LF0536.The geoid height was determined by GEOID03.
 LF0536
 LF0536.The dynamic height is computed by dividing the NAVD 88
 LF0536.geopotential number by the normal gravity value computed on the
 LF0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0536.degrees latitude (g = 980.6199 gals.).
 LF0536
 LF0536.The modeled gravity was interpolated from observed gravity values.
 LF0536
 LF0536;                    North         East    Units  Estimated Accuracy
 LF0536;SPC NE       -    35,710.      867,260.      MT  (+/- 180 meters Scaled)
 LF0536
 LF0536                          SUPERSEDED SURVEY CONTROL
 LF0536
 LF0536  NGVD 29 (??/??/92)  278.136  (m)          912.52   (f) ADJ UNCH    2 0
 LF0536
 LF0536.Superseded values are not recommended for survey control.
 LF0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0536.See file dsdata.txt to determine how the superseded data were derived.
 LF0536
 LF0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE703392(NAD 83)
 LF0536_MARKER: DB = BENCH MARK DISK
 LF0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0536_SP_SET: BRIDGE
 LF0536_STAMPING: K 215 1945
 LF0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0536
 LF0536  HISTORY     - Date     Condition        Report By
 LF0536  HISTORY     - 1945     MONUMENTED       CGS
 LF0536  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0536
 LF0536                          STATION DESCRIPTION
 LF0536
 LF0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0536'1 MI E FROM SALEM.
 LF0536'1.0 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0536'FROM THE STATION AT SALEM, AT BRIDGE 24.86, IN THE TOP OF THE
 LF0536'SOUTH END OF THE WEST ABUTMENT, AND ABOUT 1 FOOT LOWER THAN THE
 LF0536'TRACK.  AN IRON BENCH MARK DISK, STAMPED K 215 1945.
 LF0536
 LF0536                          STATION RECOVERY (1964)
 LF0536
 LF0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0049 ***********************************************************************
 NN0049  DESIGNATION -  K 216
 NN0049  PID         -  NN0049
 NN0049  STATE/COUNTY-  NE/BOYD
 NN0049  USGS QUAD   -  MONOWI (1950)
 NN0049
 NN0049                         *CURRENT SURVEY CONTROL
 NN0049  ___________________________________________________________________
 NN0049* NAD 83(1986)-  42 51 25.     (N)    098 22 08.     (W)     SCALED    
 NN0049* NAVD 88     -       507.582  (meters)    1665.29   (feet)  ADJUSTED  
 NN0049  ___________________________________________________________________
 NN0049  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NN0049  DYNAMIC HT  -         507.411 (meters)    1664.73  (feet)  COMP
 NN0049  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 NN0049
 NN0049  VERT ORDER  -  SECOND    CLASS 0
 NN0049
 NN0049.The horizontal coordinates were scaled from a topographic map and have
 NN0049.an estimated accuracy of +/- 6 seconds.
 NN0049
 NN0049.The orthometric height was determined by differential leveling
 NN0049.and adjusted by the National Geodetic Survey in June 1991..
 NN0049
 NN0049.The geoid height was determined by GEOID03.
 NN0049
 NN0049.The dynamic height is computed by dividing the NAVD 88
 NN0049.geopotential number by the normal gravity value computed on the
 NN0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0049.degrees latitude (g = 980.6199 gals.).
 NN0049
 NN0049.The modeled gravity was interpolated from observed gravity values.
 NN0049
 NN0049;                    North         East    Units  Estimated Accuracy
 NN0049;SPC NE       -   336,990.      633,290.      MT  (+/- 180 meters Scaled)
 NN0049
 NN0049                          SUPERSEDED SURVEY CONTROL
 NN0049
 NN0049  NGVD 29 (??/??/92)  507.314  (m)         1664.41   (f) ADJ UNCH    2 0
 NN0049
 NN0049.Superseded values are not recommended for survey control.
 NN0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0049.See file dsdata.txt to determine how the superseded data were derived.
 NN0049
 NN0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN515451(NAD 83)
 NN0049_MARKER: DB = BENCH MARK DISK
 NN0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0049_STAMPING: K 216 1946
 NN0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0049+STABILITY: SURFACE MOTION
 NN0049
 NN0049  HISTORY     - Date     Condition        Report By
 NN0049  HISTORY     - 1946     MONUMENTED       CGS
 NN0049
 NN0049                          STATION DESCRIPTION
 NN0049
 NN0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0049'4 MI NW FROM MONOWI.
 NN0049'TO REACH FROM THE CHICAGO AND NORTHWESTERN RAILROAD STATION AT
 NN0049'MONOWI GO WEST 2.0 MILES ALONG STATE HIGHWAY NO. 12, THENCE
 NN0049'NORTH 2.0 MILES ALONG A GRADED DIRT ROAD, TO SITE OF MARK,
 NN0049'BENCH MARK IS AT THE NORTHWEST CORNER OF A SCHOOL YARD, 84.6
 NN0049'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL HOUSE,
 NN0049'40.0 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 NN0049'ROAD, 17.0 FEET NORTH OF A FENCE CORNER AND 1.0 FOOT SOUTH
 NN0049'OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED K 216
 NN0049'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 NN0049'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0185 ***********************************************************************
 NN0185  DESIGNATION -  K 217
 NN0185  PID         -  NN0185
 NN0185  STATE/COUNTY-  NE/HOLT
 NN0185  USGS QUAD   -  INMAN (1986)
 NN0185
 NN0185                         *CURRENT SURVEY CONTROL
 NN0185  ___________________________________________________________________
 NN0185* NAD 83(1986)-  42 23 37.     (N)    098 32 37.     (W)     SCALED    
 NN0185* NAVD 88     -       590.008  (meters)    1935.72   (feet)  ADJUSTED  
 NN0185  ___________________________________________________________________
 NN0185  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 NN0185  DYNAMIC HT  -         589.784 (meters)    1934.98  (feet)  COMP
 NN0185  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 NN0185
 NN0185  VERT ORDER  -  FIRST     CLASS II
 NN0185
 NN0185.The horizontal coordinates were scaled from a topographic map and have
 NN0185.an estimated accuracy of +/- 6 seconds.
 NN0185
 NN0185.The orthometric height was determined by differential leveling
 NN0185.and adjusted by the National Geodetic Survey in June 1991..
 NN0185
 NN0185.The geoid height was determined by GEOID03.
 NN0185
 NN0185.The dynamic height is computed by dividing the NAVD 88
 NN0185.geopotential number by the normal gravity value computed on the
 NN0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0185.degrees latitude (g = 980.6199 gals.).
 NN0185
 NN0185.The modeled gravity was interpolated from observed gravity values.
 NN0185
 NN0185;                    North         East    Units  Estimated Accuracy
 NN0185;SPC NE       -   285,280.      619,880.      MT  (+/- 180 meters Scaled)
 NN0185
 NN0185                          SUPERSEDED SURVEY CONTROL
 NN0185
 NN0185  NGVD 29 (??/??/92)  589.812  (m)         1935.07   (f) ADJ UNCH    1 2
 NN0185
 NN0185.Superseded values are not recommended for survey control.
 NN0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0185.See file dsdata.txt to determine how the superseded data were derived.
 NN0185
 NN0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM375935(NAD 83)
 NN0185_MARKER: DB = BENCH MARK DISK
 NN0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0185_SP_SET: CULVERT
 NN0185_STAMPING: K 217 1946
 NN0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0185
 NN0185  HISTORY     - Date     Condition        Report By
 NN0185  HISTORY     - 1946     MONUMENTED       CGS
 NN0185
 NN0185                          STATION DESCRIPTION
 NN0185
 NN0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0185'7.1 MI S FROM PAGE.
 NN0185'0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 NN0185'PAGE, HOLT COUNTY, THENCE 6.5 MILES WEST ALONG A GRADED DIRT
 NN0185'ROAD, AT THE INTERSECTION OF U.S. HIGHWAY 20, AT A LARGE DOUBLE
 NN0185'PIPE CULVERT, IN THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE
 NN0185'HEADWALL, 20 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 NN0185'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K 217 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0186 ***********************************************************************
 NN0186  DESIGNATION -  K 217 RESET
 NN0186  PID         -  NN0186
 NN0186  STATE/COUNTY-  NE/HOLT
 NN0186  USGS QUAD   -  INMAN (1986)
 NN0186
 NN0186                         *CURRENT SURVEY CONTROL
 NN0186  ___________________________________________________________________
 NN0186* NAD 83(1986)-  42 23 37.     (N)    098 32 37.     (W)     SCALED    
 NN0186* NAVD 88     -       589.95   (meters)    1935.5    (feet)  RESET     
 NN0186  ___________________________________________________________________
 NN0186  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 NN0186
 NN0186  VERT ORDER  -  THIRD
 NN0186
 NN0186.The horizontal coordinates were scaled from a topographic map and have
 NN0186.an estimated accuracy of +/- 6 seconds.
 NN0186
 NN0186.The orthometric height was computed from unverified reset data.
 NN0186
 NN0186.The geoid height was determined by GEOID03.
 NN0186
 NN0186;                    North         East    Units  Estimated Accuracy
 NN0186;SPC NE       -   285,280.      619,880.      MT  (+/- 180 meters Scaled)
 NN0186
 NN0186                          SUPERSEDED SURVEY CONTROL
 NN0186
 NN0186  NGVD 29 (??/??/??)  589.76   (m)         1934.9    (f) RESET       3  
 NN0186
 NN0186.Superseded values are not recommended for survey control.
 NN0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0186.See file dsdata.txt to determine how the superseded data were derived.
 NN0186
 NN0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM375935(NAD 83)
 NN0186_MARKER: DB = BENCH MARK DISK
 NN0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0186_SP_SET: CULVERT
 NN0186_STAMPING: K 217 RESET 1966
 NN0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0186
 NN0186  HISTORY     - Date     Condition        Report By
 NN0186  HISTORY     - 1966     MONUMENTED       LOCENG
 NN0186
 NN0186                          STATION DESCRIPTION
 NN0186
 NN0186'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 NN0186'7.1 MI SW FROM PAGE.
 NN0186'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0186'AT PAGE, THENCE 6.5 MILES WEST ALONG A GRADED DIRT ROAD, AT
 NN0186'THE INTERSECTION OF U.S. HIGHWAY 20, AT A DOUBLE PIPE CULVERT,
 NN0186'36 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN
 NN0186'THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE HEADWALL OF
 NN0186'THE CULVERT AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0426 ***********************************************************************
 NN0426  DESIGNATION -  K 218
 NN0426  PID         -  NN0426
 NN0426  STATE/COUNTY-  NE/HOLT
 NN0426  USGS QUAD   -  STUART SE (1954)
 NN0426
 NN0426                         *CURRENT SURVEY CONTROL
 NN0426  ___________________________________________________________________
 NN0426* NAD 83(1986)-  42 35 39.     (N)    099 06 30.     (W)     SCALED    
 NN0426* NAVD 88     -       657.957  (meters)    2158.65   (feet)  ADJUSTED  
 NN0426  ___________________________________________________________________
 NN0426  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 NN0426  DYNAMIC HT  -         657.699 (meters)    2157.80  (feet)  COMP
 NN0426  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 NN0426
 NN0426  VERT ORDER  -  SECOND    CLASS 0
 NN0426
 NN0426.The horizontal coordinates were scaled from a topographic map and have
 NN0426.an estimated accuracy of +/- 6 seconds.
 NN0426
 NN0426.The orthometric height was determined by differential leveling
 NN0426.and adjusted by the National Geodetic Survey in June 1991..
 NN0426
 NN0426.The geoid height was determined by GEOID03.
 NN0426
 NN0426.The dynamic height is computed by dividing the NAVD 88
 NN0426.geopotential number by the normal gravity value computed on the
 NN0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0426.degrees latitude (g = 980.6199 gals.).
 NN0426
 NN0426.The modeled gravity was interpolated from observed gravity values.
 NN0426
 NN0426;                    North         East    Units  Estimated Accuracy
 NN0426;SPC NE       -   306,920.      573,170.      MT  (+/- 180 meters Scaled)
 NN0426
 NN0426                          SUPERSEDED SURVEY CONTROL
 NN0426
 NN0426  NGVD 29 (??/??/92)  657.724  (m)         2157.88   (f) ADJ UNCH    2 0
 NN0426
 NN0426.Superseded values are not recommended for survey control.
 NN0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0426.See file dsdata.txt to determine how the superseded data were derived.
 NN0426
 NN0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN911157(NAD 83)
 NN0426_MARKER: DB = BENCH MARK DISK
 NN0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0426_STAMPING: K 218 1946
 NN0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0426+STABILITY: SURFACE MOTION
 NN0426
 NN0426  HISTORY     - Date     Condition        Report By
 NN0426  HISTORY     - 1946     MONUMENTED       CGS
 NN0426
 NN0426                          STATION DESCRIPTION
 NN0426
 NN0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0426'3.1 MI E FROM STUART.
 NN0426'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0426'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0426'NO. 20, THENCE NORTH 0.8 MILE ALONG A GRAVELED ROAD TO SITE OF
 NN0426'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0426'AN EAST-WEST DIRT ROAD, 44.0 FEET WEST OF AND ABOUT LEVEL WITH
 NN0426'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 35.0 FEET NORTH OF THE
 NN0426'CENTER LINE OF THE EAST-WEST ROAD, 10.5 FEET WEST OF A FENCE
 NN0426'CORNER, 2.0 FEET NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 IN X
 NN0426'4 IN MARKER POST.  A BRONZE DISK STAMPED K 218 1946 SET IN THE
 NN0426'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 NN0426'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0335 ***********************************************************************
 NN0335  DESIGNATION -  K 219
 NN0335  PID         -  NN0335
 NN0335  STATE/COUNTY-  NE/HOLT
 NN0335  USGS QUAD   -  STUART SE (1954)
 NN0335
 NN0335                         *CURRENT SURVEY CONTROL
 NN0335  ___________________________________________________________________
 NN0335* NAD 83(1986)-  42 33 05.     (N)    099 01 09.     (W)     SCALED    
 NN0335* NAVD 88     -       645.063  (meters)    2116.34   (feet)  ADJUSTED  
 NN0335  ___________________________________________________________________
 NN0335  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 NN0335  DYNAMIC HT  -         644.808 (meters)    2115.51  (feet)  COMP
 NN0335  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 NN0335
 NN0335  VERT ORDER  -  FIRST     CLASS II
 NN0335
 NN0335.The horizontal coordinates were scaled from a topographic map and have
 NN0335.an estimated accuracy of +/- 6 seconds.
 NN0335
 NN0335.The orthometric height was determined by differential leveling
 NN0335.and adjusted by the National Geodetic Survey in June 1991..
 NN0335
 NN0335.The geoid height was determined by GEOID03.
 NN0335
 NN0335.The dynamic height is computed by dividing the NAVD 88
 NN0335.geopotential number by the normal gravity value computed on the
 NN0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0335.degrees latitude (g = 980.6199 gals.).
 NN0335
 NN0335.The modeled gravity was interpolated from observed gravity values.
 NN0335
 NN0335;                    North         East    Units  Estimated Accuracy
 NN0335;SPC NE       -   302,250.      580,540.      MT  (+/- 180 meters Scaled)
 NN0335
 NN0335                          SUPERSEDED SURVEY CONTROL
 NN0335
 NN0335  NGVD 29 (??/??/92)  644.834  (m)         2115.59   (f) ADJ UNCH    1 2
 NN0335
 NN0335.Superseded values are not recommended for survey control.
 NN0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0335.See file dsdata.txt to determine how the superseded data were derived.
 NN0335
 NN0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN984109(NAD 83)
 NN0335_MARKER: DB = BENCH MARK DISK
 NN0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0335_STAMPING: K 219 1946
 NN0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0335+STABILITY: SURFACE MOTION
 NN0335
 NN0335  HISTORY     - Date     Condition        Report By
 NN0335  HISTORY     - 1946     MONUMENTED       CGS
 NN0335
 NN0335                          STATION DESCRIPTION
 NN0335
 NN0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0335'2.5 MI NW FROM ATKINSON.
 NN0335'2.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0335'FROM THE STATION AT ATKINSON, HOLT COUNTY, OPPOSITE THE FOURTH
 NN0335'POLE NORTHWEST OF MILEPOST 176, 136 FEET NORTHWEST OF THE NORTHWEST
 NN0335'CORNER OF A LARGE ROCK CULVERT UNDER THE RAILWAY, 42 FEET NORTHEAST
 NN0335'OF THE CENTERLINE OF THE TRACK, 42 FEET SOUTHWEST OF THE CENTERLINE
 NN0335'OF U.S. HIGHWAY 20, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND
 NN0335'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 219 1946
 NN0335'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NN0335'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0147 ***********************************************************************
 MM0147  DESIGNATION -  K 22
 MM0147  PID         -  MM0147
 MM0147  STATE/COUNTY-  NE/HOOKER
 MM0147  USGS QUAD   -  SHIMMINS LAKE (1985)
 MM0147
 MM0147                         *CURRENT SURVEY CONTROL
 MM0147  ___________________________________________________________________
 MM0147* NAD 83(1986)-  41 45 18.     (N)    100 58 34.     (W)     SCALED    
 MM0147* NAVD 88     -      1010.403  (meters)    3314.96   (feet)  ADJUSTED  
 MM0147  ___________________________________________________________________
 MM0147  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 MM0147  DYNAMIC HT  -        1009.839 (meters)    3313.11  (feet)  COMP
 MM0147  MODELED GRAV-     980,029.7   (mgal)                       NAVD 88
 MM0147
 MM0147  VERT ORDER  -  FIRST     CLASS II
 MM0147
 MM0147.The horizontal coordinates were scaled from a topographic map and have
 MM0147.an estimated accuracy of +/- 6 seconds.
 MM0147
 MM0147.The orthometric height was determined by differential leveling
 MM0147.and adjusted by the National Geodetic Survey in June 1994..
 MM0147
 MM0147.The geoid height was determined by GEOID03.
 MM0147
 MM0147.The dynamic height is computed by dividing the NAVD 88
 MM0147.geopotential number by the normal gravity value computed on the
 MM0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0147.degrees latitude (g = 980.6199 gals.).
 MM0147
 MM0147.The modeled gravity was interpolated from observed gravity values.
 MM0147
 MM0147;                    North         East    Units  Estimated Accuracy
 MM0147;SPC NE       -   213,810.      418,850.      MT  (+/- 180 meters Scaled)
 MM0147
 MM0147                          SUPERSEDED SURVEY CONTROL
 MM0147
 MM0147  NAVD 88 (06/15/91) 1010.427  (m)         3315.04   (f) UNKNOWN     1 2
 MM0147  NGVD 29 (02/14/92) 1010.061  (m)         3313.84   (f) ADJUSTED    1 2
 MM0147
 MM0147.Superseded values are not recommended for survey control.
 MM0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0147.See file dsdata.txt to determine how the superseded data were derived.
 MM0147
 MM0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM357244(NAD 83)
 MM0147_MARKER: DB = BENCH MARK DISK
 MM0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0147_SP_SET: CONCRETE POST
 MM0147_STAMPING: K 22 1933 3313.901
 MM0147_MARK LOGO: CGS   
 MM0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0147+STABILITY: SURFACE MOTION
 MM0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0147+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0147
 MM0147  HISTORY     - Date     Condition        Report By
 MM0147  HISTORY     - 1933     MONUMENTED       CGS
 MM0147  HISTORY     - 1973     GOOD             NGS
 MM0147  HISTORY     - 19910820 GOOD             NGS
 MM0147
 MM0147                          STATION DESCRIPTION
 MM0147
 MM0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MM0147'14.3 MI N FROM TRYON.
 MM0147'13.2 MILES NORTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 MM0147'STATE HIGHWAYS 92 AND 97 AT THE WEST EDGE OF TRYON TO THE
 MM0147'HOOKER-MC PHERSON COUNTY LINE, THENCE 1.1 MILES NORTH ALONG
 MM0147'STATE HIGHWAY 97 TO THE MARK ON THE RIGHT, 70 FEET EAST OF THE
 MM0147'CENTER OF STATE HIGHWAY 97, 20.5 FEET EAST OF A FENCE CORNER,
 MM0147'1.5 FEET SOUTH OF THE FENCE, SET IN THE TOP OF A 12-INCH SQUARE
 MM0147'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND
 MM0147'SURFACE.
 MM0147
 MM0147                          STATION RECOVERY (1991)
 MM0147
 MM0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0147'23.0 KM (14.30 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0147'COURTHOUSE IN TRYON, 21.9 M (71.9 FT) EAST OF AND LEVEL WITH THE
 MM0147'HIGHWAY CENTERLINE, 6.3 M (20.7 FT) EAST OF A WITNESS POST AND
 MM0147'T-FENCE CORNER, 0.5 M (1.6 FT) SOUTH OF A FENCE, AND THE MONUMENT
 MM0147'PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0376 ***********************************************************************
 NN0376  DESIGNATION -  K 220
 NN0376  PID         -  NN0376
 NN0376  STATE/COUNTY-  NE/ROCK
 NN0376  USGS QUAD   -  NEWPORT SW (1954)
 NN0376
 NN0376                         *CURRENT SURVEY CONTROL
 NN0376  ___________________________________________________________________
 NN0376* NAD 83(1986)-  42 36 08.     (N)    099 28 50.     (W)     SCALED    
 NN0376* NAVD 88     -       698.595  (meters)    2291.97   (feet)  ADJUSTED  
 NN0376  ___________________________________________________________________
 NN0376  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 NN0376  DYNAMIC HT  -         698.315 (meters)    2291.06  (feet)  COMP
 NN0376  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 NN0376
 NN0376  VERT ORDER  -  FIRST     CLASS II
 NN0376
 NN0376.The horizontal coordinates were scaled from a topographic map and have
 NN0376.an estimated accuracy of +/- 6 seconds.
 NN0376
 NN0376.The orthometric height was determined by differential leveling
 NN0376.and adjusted by the National Geodetic Survey in June 1991..
 NN0376
 NN0376.The geoid height was determined by GEOID03.
 NN0376
 NN0376.The dynamic height is computed by dividing the NAVD 88
 NN0376.geopotential number by the normal gravity value computed on the
 NN0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0376.degrees latitude (g = 980.6199 gals.).
 NN0376
 NN0376.The modeled gravity was interpolated from observed gravity values.
 NN0376
 NN0376;                    North         East    Units  Estimated Accuracy
 NN0376;SPC NE       -   307,560.      542,620.      MT  (+/- 180 meters Scaled)
 NN0376
 NN0376                          SUPERSEDED SURVEY CONTROL
 NN0376
 NN0376  NGVD 29 (??/??/92)  698.352  (m)         2291.18   (f) ADJ UNCH    1 2
 NN0376
 NN0376.Superseded values are not recommended for survey control.
 NN0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0376.See file dsdata.txt to determine how the superseded data were derived.
 NN0376
 NN0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN605167(NAD 83)
 NN0376_MARKER: DB = BENCH MARK DISK
 NN0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0376_STAMPING: K 220 1946
 NN0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0376+STABILITY: SURFACE MOTION
 NN0376
 NN0376  HISTORY     - Date     Condition        Report By
 NN0376  HISTORY     - 1946     MONUMENTED       CGS
 NN0376
 NN0376                          STATION DESCRIPTION
 NN0376
 NN0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0376'3 MI E FROM BASSETT.
 NN0376'3.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0376'THE STATION AT BASSETT, ROCK COUNTY, AT A DIRT-ROAD CROSSING,
 NN0376'47 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 47 FEET WEST OF
 NN0376'THE CENTERLINE OF THE ROAD, 13.5 FEET WEST OF A FENCE CORNER,
 NN0376'2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A WHITE
 NN0376'WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 NN0376'DISK, STAMPED K 220 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0376'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1251 ***********************************************************************
 NM1251  DESIGNATION -  K 221
 NM1251  PID         -  NM1251
 NM1251  STATE/COUNTY-  NE/PIERCE
 NM1251  USGS QUAD   -  FOSTER (1963)
 NM1251
 NM1251                         *CURRENT SURVEY CONTROL
 NM1251  ___________________________________________________________________
 NM1251* NAD 83(1986)-  42 16 50.     (N)    097 40 44.     (W)     SCALED    
 NM1251* NAVD 88     -       501.354  (meters)    1644.86   (feet)  ADJUSTED  
 NM1251  ___________________________________________________________________
 NM1251  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 NM1251  DYNAMIC HT  -         501.166 (meters)    1644.24  (feet)  COMP
 NM1251  MODELED GRAV-     980,231.2   (mgal)                       NAVD 88
 NM1251
 NM1251  VERT ORDER  -  FIRST     CLASS II
 NM1251
 NM1251.The horizontal coordinates were scaled from a topographic map and have
 NM1251.an estimated accuracy of +/- 6 seconds.
 NM1251
 NM1251.The orthometric height was determined by differential leveling
 NM1251.and adjusted by the National Geodetic Survey in June 1991..
 NM1251
 NM1251.The geoid height was determined by GEOID03.
 NM1251
 NM1251.The dynamic height is computed by dividing the NAVD 88
 NM1251.geopotential number by the normal gravity value computed on the
 NM1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1251.degrees latitude (g = 980.6199 gals.).
 NM1251
 NM1251.The modeled gravity was interpolated from observed gravity values.
 NM1251
 NM1251;                    North         East    Units  Estimated Accuracy
 NM1251;SPC NE       -   274,280.      691,390.      MT  (+/- 180 meters Scaled)
 NM1251
 NM1251                          SUPERSEDED SURVEY CONTROL
 NM1251
 NM1251  NGVD 29 (??/??/92)  501.175  (m)         1644.27   (f) ADJ UNCH    1 2
 NM1251
 NM1251.Superseded values are not recommended for survey control.
 NM1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1251.See file dsdata.txt to determine how the superseded data were derived.
 NM1251
 NM1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM089817(NAD 83)
 NM1251_MARKER: DB = BENCH MARK DISK
 NM1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1251_STAMPING: K 221 1946
 NM1251_MARK LOGO: CGS   
 NM1251_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1251+STABILITY: SURFACE MOTION
 NM1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1251+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 NM1251
 NM1251  HISTORY     - Date     Condition        Report By
 NM1251  HISTORY     - 1946     MONUMENTED       CGS
 NM1251  HISTORY     - 1962     MARK NOT FOUND   NGS
 NM1251  HISTORY     - 19991025 GOOD             NGS
 NM1251
 NM1251                          STATION DESCRIPTION
 NM1251
 NM1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1251'1 MI NW FROM FOSTER.
 NM1251'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 13 FROM THE CHICAGO AND
 NM1251'NORTH WESTERN RAILWAY STATION AT FOSTER, PIERCE COUNTY, AT THE
 NM1251'INTERSECTION OF A NORTH-AND-SOUTH SECTION-LINE ROAD, 85 FEET EAST
 NM1251'OF THE CENTERLINE OF THE ROAD, 51 FEET NORTHEAST OF THE CENTERLINE
 NM1251'OF THE HIGHWAY, 6 FEET SOUTHEAST OF C. AND N.W. RY. MILEPOST
 NM1251'24, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER
 NM1251'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 221 1946 AND SET IN
 NM1251'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NM1251
 NM1251                          STATION RECOVERY (1962)
 NM1251
 NM1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NM1251'MARK NOT FOUND.
 NM1251
 NM1251                          STATION RECOVERY (1999)
 NM1251
 NM1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1251'15.4 KM (9.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 NM1251'IN PIERCE, 25.7 M (84.3 FT) EAST OF THE CENTER OF 542 AVENUE, 14.5 M
 NM1251'(47.6 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW
 NM1251'THE LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) NORTHEAST OF A WITNESS POST
 NM1251'AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NM1251'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY RICK OTTO, ROUTE 2, BOX
 NM1251'164, PIERCE, NE 68767.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0146 ***********************************************************************
 NN0146  DESIGNATION -  K 222
 NN0146  PID         -  NN0146
 NN0146  STATE/COUNTY-  NE/ANTELOPE
 NN0146  USGS QUAD   -  ORCHARD (1986)
 NN0146
 NN0146                         *CURRENT SURVEY CONTROL
 NN0146  ___________________________________________________________________
 NN0146* NAD 83(1986)-  42 20 07.     (N)    098 07 38.     (W)     SCALED    
 NN0146* NAVD 88     -       576.596  (meters)    1891.72   (feet)  ADJUSTED  
 NN0146  ___________________________________________________________________
 NN0146  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 NN0146  DYNAMIC HT  -         576.367 (meters)    1890.96  (feet)  COMP
 NN0146  MODELED GRAV-     980,205.4   (mgal)                       NAVD 88
 NN0146
 NN0146  VERT ORDER  -  FIRST     CLASS II
 NN0146
 NN0146.The horizontal coordinates were scaled from a topographic map and have
 NN0146.an estimated accuracy of +/- 6 seconds.
 NN0146
 NN0146.The orthometric height was determined by differential leveling
 NN0146.and adjusted by the National Geodetic Survey in June 1991..
 NN0146
 NN0146.The geoid height was determined by GEOID03.
 NN0146
 NN0146.The dynamic height is computed by dividing the NAVD 88
 NN0146.geopotential number by the normal gravity value computed on the
 NN0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0146.degrees latitude (g = 980.6199 gals.).
 NN0146
 NN0146.The modeled gravity was interpolated from observed gravity values.
 NN0146
 NN0146;                    North         East    Units  Estimated Accuracy
 NN0146;SPC NE       -   279,460.      654,300.      MT  (+/- 180 meters Scaled)
 NN0146
 NN0146                          SUPERSEDED SURVEY CONTROL
 NN0146
 NN0146  NGVD 29 (??/??/92)  576.393  (m)         1891.05   (f) ADJ UNCH    1 2
 NN0146
 NN0146.Superseded values are not recommended for survey control.
 NN0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0146.See file dsdata.txt to determine how the superseded data were derived.
 NN0146
 NN0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM719873(NAD 83)
 NN0146_MARKER: DB = BENCH MARK DISK
 NN0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0146_STAMPING: K 222 1946
 NN0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0146+STABILITY: SURFACE MOTION
 NN0146
 NN0146  HISTORY     - Date     Condition        Report By
 NN0146  HISTORY     - 1946     MONUMENTED       CGS
 NN0146
 NN0146                          STATION DESCRIPTION
 NN0146
 NN0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0146'AT ROYAL.
 NN0146'AT ROYAL, ANTELOPE COUNTY, 0.2 MILE WEST ALONG U.S. HIGHWAY 20
 NN0146'FROM THE CITY WATER TOWER, 40 FEET WEST OF A FENCE, 30 FEET SOUTH
 NN0146'OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTHWEST OF A ROYAL
 NN0146'POP. 193 SIGN, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 NN0146'WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 NN0146'A STANDARD DISK, STAMPED K 222 1946 AND SET IN THE TOP OF A
 NN0146'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0430 ***********************************************************************
 NN0430  DESIGNATION -  K 223
 NN0430  PID         -  NN0430
 NN0430  STATE/COUNTY-  NE/KEYA PAHA
 NN0430  USGS QUAD   -  MILLS (1964)
 NN0430
 NN0430                         *CURRENT SURVEY CONTROL
 NN0430  ___________________________________________________________________
 NN0430* NAD 83(1986)-  42 55 36.     (N)    099 24 33.     (W)     SCALED    
 NN0430* NAVD 88     -       609.751  (meters)    2000.49   (feet)  ADJUSTED  
 NN0430  ___________________________________________________________________
 NN0430  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 NN0430  DYNAMIC HT  -         609.521 (meters)    1999.74  (feet)  COMP
 NN0430  MODELED GRAV-     980,223.4   (mgal)                       NAVD 88
 NN0430
 NN0430  VERT ORDER  -  FIRST     CLASS II
 NN0430
 NN0430.The horizontal coordinates were scaled from a topographic map and have
 NN0430.an estimated accuracy of +/- 6 seconds.
 NN0430
 NN0430.The orthometric height was determined by differential leveling
 NN0430.and adjusted by the National Geodetic Survey in June 1991..
 NN0430
 NN0430.The geoid height was determined by GEOID03.
 NN0430
 NN0430.The dynamic height is computed by dividing the NAVD 88
 NN0430.geopotential number by the normal gravity value computed on the
 NN0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0430.degrees latitude (g = 980.6199 gals.).
 NN0430
 NN0430.The modeled gravity was interpolated from observed gravity values.
 NN0430
 NN0430;                    North         East    Units  Estimated Accuracy
 NN0430;SPC NE       -   343,640.      548,230.      MT  (+/- 180 meters Scaled)
 NN0430
 NN0430                          SUPERSEDED SURVEY CONTROL
 NN0430
 NN0430  NGVD 29 (??/??/92)  609.463  (m)         1999.55   (f) ADJ UNCH    1 2
 NN0430
 NN0430.Superseded values are not recommended for survey control.
 NN0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0430.See file dsdata.txt to determine how the superseded data were derived.
 NN0430
 NN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN666527(NAD 83)
 NN0430_MARKER: DB = BENCH MARK DISK
 NN0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0430_STAMPING: K 223 1946
 NN0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0430+STABILITY: SURFACE MOTION
 NN0430
 NN0430  HISTORY     - Date     Condition        Report By
 NN0430  HISTORY     - 1946     MONUMENTED       CGS
 NN0430
 NN0430                          STATION DESCRIPTION
 NN0430
 NN0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0430'3.9 MI W FROM BROCKSBURG.
 NN0430'ALONG A GRADED COUNTY ROAD, 3.9 MILES WEST OF BROCKSBURG SCHOOL,
 NN0430'27 FEET SOUTH OF THE CENTER OF THE ROAD, 2 FEET NORTH OF A FENCE,
 NN0430'2 FEET WEST OF WITNESS POST.  A BRONZE DISK STAMPED K 223 1946
 NN0430'SET IN THE TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0546 ***********************************************************************
 NN0546  DESIGNATION -  K 224
 NN0546  PID         -  NN0546
 NN0546  STATE/COUNTY-  NE/KEYA PAHA
 NN0546  USGS QUAD   -  BURTON (1964)
 NN0546
 NN0546                         *CURRENT SURVEY CONTROL
 NN0546  ___________________________________________________________________
 NN0546* NAD 83(1986)-  42 56 25.     (N)    099 30 46.     (W)     SCALED    
 NN0546* NAVD 88     -       619.616  (meters)    2032.86   (feet)  ADJUSTED  
 NN0546  ___________________________________________________________________
 NN0546  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 NN0546  DYNAMIC HT  -         619.379 (meters)    2032.08  (feet)  COMP
 NN0546  MODELED GRAV-     980,218.5   (mgal)                       NAVD 88
 NN0546
 NN0546  VERT ORDER  -  FIRST     CLASS II
 NN0546
 NN0546.The horizontal coordinates were scaled from a topographic map and have
 NN0546.an estimated accuracy of +/- 6 seconds.
 NN0546
 NN0546.The orthometric height was determined by differential leveling
 NN0546.and adjusted by the National Geodetic Survey in June 1991..
 NN0546
 NN0546.The geoid height was determined by GEOID03.
 NN0546
 NN0546.The dynamic height is computed by dividing the NAVD 88
 NN0546.geopotential number by the normal gravity value computed on the
 NN0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0546.degrees latitude (g = 980.6199 gals.).
 NN0546
 NN0546.The modeled gravity was interpolated from observed gravity values.
 NN0546
 NN0546;                    North         East    Units  Estimated Accuracy
 NN0546;SPC NE       -   345,100.      539,770.      MT  (+/- 180 meters Scaled)
 NN0546
 NN0546                          SUPERSEDED SURVEY CONTROL
 NN0546
 NN0546  NGVD 29 (??/??/92)  619.329  (m)         2031.92   (f) ADJ UNCH    1 2
 NN0546
 NN0546.Superseded values are not recommended for survey control.
 NN0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0546.See file dsdata.txt to determine how the superseded data were derived.
 NN0546
 NN0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN581543(NAD 83)
 NN0546_MARKER: DB = BENCH MARK DISK
 NN0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0546_STAMPING: K 224 1946
 NN0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0546+STABILITY: SURFACE MOTION
 NN0546
 NN0546  HISTORY     - Date     Condition        Report By
 NN0546  HISTORY     - 1946     MONUMENTED       CGS
 NN0546
 NN0546                          STATION DESCRIPTION
 NN0546
 NN0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0546'3.3 MI W FROM MILLS.
 NN0546'ALONG A GRADED COUNTY ROAD, 3.3 MILES WEST OF MILLS POST OFFICE,
 NN0546'NEAR A SECTION CORNER, 36 FEET SOUTH OF THE CENTER OF THE ROAD,
 NN0546'10 FEET SOUTH OF A CORNER FENCE POST, 12 FEET WEST OF THE CENTER
 NN0546'OF A PRIVATE DRIVEWAY, 2 FEET WEST OF A FENCE, 2 FEET NORTH OF
 NN0546'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1194 ***********************************************************************
 NM1194  DESIGNATION -  K 225
 NM1194  PID         -  NM1194
 NM1194  STATE/COUNTY-  NE/WAYNE
 NM1194  USGS QUAD   -  WAYNE (1963)
 NM1194
 NM1194                         *CURRENT SURVEY CONTROL
 NM1194  ___________________________________________________________________
 NM1194* NAD 83(1986)-  42 10 42.     (N)    097 07 05.     (W)     SCALED    
 NM1194* NAVD 88     -       462.209  (meters)    1516.43   (feet)  ADJUSTED  
 NM1194  ___________________________________________________________________
 NM1194  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 NM1194  DYNAMIC HT  -         462.039 (meters)    1515.87  (feet)  COMP
 NM1194  MODELED GRAV-     980,241.0   (mgal)                       NAVD 88
 NM1194
 NM1194  VERT ORDER  -  FIRST     CLASS II
 NM1194
 NM1194.The horizontal coordinates were scaled from a topographic map and have
 NM1194.an estimated accuracy of +/- 6 seconds.
 NM1194
 NM1194.The orthometric height was determined by differential leveling
 NM1194.and adjusted by the National Geodetic Survey in June 1991..
 NM1194
 NM1194.The geoid height was determined by GEOID03.
 NM1194
 NM1194.The dynamic height is computed by dividing the NAVD 88
 NM1194.geopotential number by the normal gravity value computed on the
 NM1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1194.degrees latitude (g = 980.6199 gals.).
 NM1194
 NM1194.The modeled gravity was interpolated from observed gravity values.
 NM1194
 NM1194;                    North         East    Units  Estimated Accuracy
 NM1194;SPC NE       -   264,330.      737,990.      MT  (+/- 180 meters Scaled)
 NM1194
 NM1194                          SUPERSEDED SURVEY CONTROL
 NM1194
 NM1194  NGVD 29 (??/??/92)  462.019  (m)         1515.81   (f) ADJ UNCH    1 2
 NM1194
 NM1194.Superseded values are not recommended for survey control.
 NM1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1194.See file dsdata.txt to determine how the superseded data were derived.
 NM1194
 NM1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM554712(NAD 83)
 NM1194_MARKER: DB = BENCH MARK DISK
 NM1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1194_STAMPING: K 225 1947
 NM1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1194+STABILITY: SURFACE MOTION
 NM1194
 NM1194  HISTORY     - Date     Condition        Report By
 NM1194  HISTORY     - 1947     MONUMENTED       CGS
 NM1194
 NM1194                          STATION DESCRIPTION
 NM1194
 NM1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1194'3.1 MI E FROM WINSIDE.
 NM1194'3.1 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1194'RAILWAY FROM THE STATION AT WINSIDE, BETWEEN THE RAILROAD AND
 NM1194'STATE HIGHWAY NO. 35, 240.0 FEET WEST OF THE WEST END OF A DOUBLE
 NM1194'CURVE IN THE HIGHWAY, 87.0 FEET EAST NORTHEAST OF THE CENTER OF THE
 NM1194'NORTH END OF A 2-FOOT IRON PIPE CULVERT UNDER THE HIGHWAY, 80.2
 NM1194'FEET SOUTHEAST OF AND ACROSS THE TRACK FROM MILE POST EMR 25,
 NM1194'53.7 FEET WEST OF A TELEPHONE POLE, 41.0 FEET NORTH OF THE CENTER
 NM1194'OF THE HIGHWAY, 38.6 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 2.0
 NM1194'FEET WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE
 NM1194'SAME ELEVATION AS THE TRACK AND ABOUT 2 FEET BELOW THE HIGHWAY,
 NM1194'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0507 ***********************************************************************
 NN0507  DESIGNATION -  K 226
 NN0507  PID         -  NN0507
 NN0507  STATE/COUNTY-  NE/BROWN
 NN0507  USGS QUAD   -  AINSWORTH (1954)
 NN0507
 NN0507                         *CURRENT SURVEY CONTROL
 NN0507  ___________________________________________________________________
 NN0507* NAD 83(1986)-  42 32 59.     (N)    099 48 49.     (W)     SCALED    
 NN0507* NAVD 88     -       764.072  (meters)    2506.79   (feet)  ADJUSTED  
 NN0507  ___________________________________________________________________
 NN0507  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 NN0507  DYNAMIC HT  -         763.752 (meters)    2505.74  (feet)  COMP
 NN0507  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 NN0507
 NN0507  VERT ORDER  -  FIRST     CLASS II
 NN0507
 NN0507.The horizontal coordinates were scaled from a topographic map and have
 NN0507.an estimated accuracy of +/- 6 seconds.
 NN0507
 NN0507.The orthometric height was determined by differential leveling
 NN0507.and adjusted by the National Geodetic Survey in June 1991..
 NN0507
 NN0507.The geoid height was determined by GEOID03.
 NN0507
 NN0507.The dynamic height is computed by dividing the NAVD 88
 NN0507.geopotential number by the normal gravity value computed on the
 NN0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0507.degrees latitude (g = 980.6199 gals.).
 NN0507
 NN0507.The modeled gravity was interpolated from observed gravity values.
 NN0507
 NN0507;                    North         East    Units  Estimated Accuracy
 NN0507;SPC NE       -   301,620.      515,310.      MT  (+/- 180 meters Scaled)
 NN0507
 NN0507                          SUPERSEDED SURVEY CONTROL
 NN0507
 NN0507  NGVD 29 (??/??/92)  763.781  (m)         2505.84   (f) ADJ UNCH    1 2
 NN0507
 NN0507.Superseded values are not recommended for survey control.
 NN0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0507.See file dsdata.txt to determine how the superseded data were derived.
 NN0507
 NN0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN332111(NAD 83)
 NN0507_MARKER: DB = BENCH MARK DISK
 NN0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0507_STAMPING: K 226 1946
 NN0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0507+STABILITY: SURFACE MOTION
 NN0507
 NN0507  HISTORY     - Date     Condition        Report By
 NN0507  HISTORY     - 1946     MONUMENTED       CGS
 NN0507
 NN0507                          STATION DESCRIPTION
 NN0507
 NN0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0507'2.6 MI E FROM AINSWORTH.
 NN0507'2.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 NN0507'AT AINSWORTH, BROWN COUNTY, AT THE INTERSECTION OF A
 NN0507'NORTH-AND-SOUTH DIRT ROAD, 48 FEET EAST OF THE CENTERLINE OF
 NN0507'THE DIRT ROAD, 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 NN0507'22 FEET SOUTHEAST OF THE SOUTH HEADWALL OF AN 18-INCH
 NN0507'CONCRETE-PIPE CULVERT, IN LINE WITH THE RIGHT-OF-WAY FENCE, 1 FOOT
 NN0507'WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 NN0507'A STANDARD DISK, STAMPED K 226 1946 AND SET IN THE TOP OF A
 NN0507'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0508 ***********************************************************************
 NN0508  DESIGNATION -  K 226 RESET
 NN0508  PID         -  NN0508
 NN0508  STATE/COUNTY-  NE/BROWN
 NN0508  USGS QUAD   -  AINSWORTH (1954)
 NN0508
 NN0508                         *CURRENT SURVEY CONTROL
 NN0508  ___________________________________________________________________
 NN0508* NAD 83(1986)-  42 32 59.     (N)    099 48 49.     (W)     SCALED    
 NN0508* NAVD 88     -       763.87   (meters)    2506.1    (feet)  RESET     
 NN0508  ___________________________________________________________________
 NN0508  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 NN0508
 NN0508  VERT ORDER  -  THIRD
 NN0508
 NN0508.The horizontal coordinates were scaled from a topographic map and have
 NN0508.an estimated accuracy of +/- 6 seconds.
 NN0508
 NN0508.The orthometric height was computed from unverified reset data.
 NN0508
 NN0508.The geoid height was determined by GEOID03.
 NN0508
 NN0508;                    North         East    Units  Estimated Accuracy
 NN0508;SPC NE       -   301,620.      515,310.      MT  (+/- 180 meters Scaled)
 NN0508
 NN0508                          SUPERSEDED SURVEY CONTROL
 NN0508
 NN0508.No superseded survey control is available for this station.
 NN0508
 NN0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN332111(NAD 83)
 NN0508_MARKER: DB = BENCH MARK DISK
 NN0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0508_STAMPING: K 226 RESET 1970
 NN0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0508+STABILITY: SURFACE MOTION
 NN0508
 NN0508  HISTORY     - Date     Condition        Report By
 NN0508  HISTORY     - 1970     MONUMENTED       LOCSUR
 NN0508
 NN0508                          STATION DESCRIPTION
 NN0508
 NN0508'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 NN0508'2.6 MI E FROM AINSWORTH.
 NN0508'2.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE COURT HOUSE AT
 NN0508'AINSWORTH, AT THE INTERSECTION OF A NORTH - SOUTH DIRT ROAD,
 NN0508'59 FEET RIGHT OF THE CENTER LINE OF THE HIGHWAY, 81 FEET
 NN0508'EAST OF A NORTH-SOUTH FENCE LINE, 88.5 FEET EAST OF A POWER
 NN0508'LINE POLE, 7 FEET NORTH OF A POWER LINE, 20 FEET EAST AND
 NN0508'2 FEET NORTH OF AN UNDERGROUND CABLE MARKER 117 AND SET IN
 NN0508'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0019 ***********************************************************************
 NO0019  DESIGNATION -  K 227
 NO0019  PID         -  NO0019
 NO0019  STATE/COUNTY-  NE/CHERRY
 NO0019  USGS QUAD   -  WOOD LAKE (1985)
 NO0019
 NO0019                         *CURRENT SURVEY CONTROL
 NO0019  ___________________________________________________________________
 NO0019* NAD 83(1986)-  42 37 34.     (N)    100 12 21.     (W)     SCALED    
 NO0019* NAVD 88     -       814.053  (meters)    2670.77   (feet)  ADJUSTED  
 NO0019  ___________________________________________________________________
 NO0019  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 NO0019  DYNAMIC HT  -         813.713 (meters)    2669.66  (feet)  COMP
 NO0019  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 NO0019
 NO0019  VERT ORDER  -  FIRST     CLASS II
 NO0019
 NO0019.The horizontal coordinates were scaled from a topographic map and have
 NO0019.an estimated accuracy of +/- 6 seconds.
 NO0019
 NO0019.The orthometric height was determined by differential leveling
 NO0019.and adjusted by the National Geodetic Survey in June 1991..
 NO0019
 NO0019.The geoid height was determined by GEOID03.
 NO0019
 NO0019.The dynamic height is computed by dividing the NAVD 88
 NO0019.geopotential number by the normal gravity value computed on the
 NO0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0019.degrees latitude (g = 980.6199 gals.).
 NO0019
 NO0019.The modeled gravity was interpolated from observed gravity values.
 NO0019
 NO0019;                    North         East    Units  Estimated Accuracy
 NO0019;SPC NE       -   310,110.      483,120.      MT  (+/- 180 meters Scaled)
 NO0019
 NO0019                          SUPERSEDED SURVEY CONTROL
 NO0019
 NO0019  NGVD 29 (??/??/92)  813.762  (m)         2669.82   (f) ADJ UNCH    1 2
 NO0019
 NO0019.Superseded values are not recommended for survey control.
 NO0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0019.See file dsdata.txt to determine how the superseded data were derived.
 NO0019
 NO0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN011200(NAD 83)
 NO0019_MARKER: DB = BENCH MARK DISK
 NO0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0019_STAMPING: K 227 1946
 NO0019_MARK LOGO: CGS   
 NO0019_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0019+STABILITY: SURFACE MOTION
 NO0019
 NO0019  HISTORY     - Date     Condition        Report By
 NO0019  HISTORY     - 1946     MONUMENTED       CGS
 NO0019  HISTORY     - 1975     GOOD             NGS
 NO0019  HISTORY     - 19950406 GOOD             NGS
 NO0019
 NO0019                          STATION DESCRIPTION
 NO0019
 NO0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0019'0.3 MI S FROM WOOD LAKE.
 NO0019'0.3 MILE SOUTH ALONG A GRAVEL STREET FROM THE POST OFFICE AT
 NO0019'WOOD LAKE, CHERRY COUNTY, THENCE 0.7 MILE EAST ALONG U.S.
 NO0019'HIGHWAY 20, 90 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 NO0019'43 FEET SOUTHWEST OF THE CENTERLINE OF THE CHICAGO AND NORTH
 NO0019'WESTERN RAILWAY TRACK, 6 FEET NORTHWEST OF RAILWAY MILEPOST 242,
 NO0019'1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 NO0019'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K 227 1946 AND SET
 NO0019'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0019
 NO0019                          STATION RECOVERY (1975)
 NO0019
 NO0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0019'RECOVERED IN GOOD CONDITION.
 NO0019
 NO0019                          STATION RECOVERY (1995)
 NO0019
 NO0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NO0019'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0028 ***********************************************************************
 NO0028  DESIGNATION -  K 228
 NO0028  PID         -  NO0028
 NO0028  STATE/COUNTY-  NE/CHERRY
 NO0028  USGS QUAD   -  ARABIA (1985)
 NO0028
 NO0028                         *CURRENT SURVEY CONTROL
 NO0028  ___________________________________________________________________
 NO0028* NAD 83(1986)-  42 41 26.     (N)    100 20 01.     (W)     SCALED    
 NO0028* NAVD 88     -       827.846  (meters)    2716.02   (feet)  ADJUSTED  
 NO0028  ___________________________________________________________________
 NO0028  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 NO0028  DYNAMIC HT  -         827.505 (meters)    2714.91  (feet)  COMP
 NO0028  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 NO0028
 NO0028  VERT ORDER  -  FIRST     CLASS II
 NO0028
 NO0028.The horizontal coordinates were scaled from a topographic map and have
 NO0028.an estimated accuracy of +/- 6 seconds.
 NO0028
 NO0028.The orthometric height was determined by differential leveling
 NO0028.and adjusted by the National Geodetic Survey in June 1991..
 NO0028
 NO0028.The geoid height was determined by GEOID03.
 NO0028
 NO0028.The dynamic height is computed by dividing the NAVD 88
 NO0028.geopotential number by the normal gravity value computed on the
 NO0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0028.degrees latitude (g = 980.6199 gals.).
 NO0028
 NO0028.The modeled gravity was interpolated from observed gravity values.
 NO0028
 NO0028;                    North         East    Units  Estimated Accuracy
 NO0028;SPC NE       -   317,300.      472,660.      MT  (+/- 180 meters Scaled)
 NO0028
 NO0028                          SUPERSEDED SURVEY CONTROL
 NO0028
 NO0028  NGVD 29 (??/??/92)  827.560  (m)         2715.09   (f) ADJ UNCH    1 2
 NO0028
 NO0028.Superseded values are not recommended for survey control.
 NO0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0028.See file dsdata.txt to determine how the superseded data were derived.
 NO0028
 NO0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN907273(NAD 83)
 NO0028_MARKER: DB = BENCH MARK DISK
 NO0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0028_STAMPING: K 228 1946
 NO0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0028+STABILITY: SURFACE MOTION
 NO0028
 NO0028  HISTORY     - Date     Condition        Report By
 NO0028  HISTORY     - 1946     MONUMENTED       CGS
 NO0028  HISTORY     - 1975     GOOD             NGS
 NO0028
 NO0028                          STATION DESCRIPTION
 NO0028
 NO0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0028'0.5 MI W FROM WOOD LAKE.
 NO0028'0.5 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NO0028'WOOD LAKE, CHERRY COUNTY, THENCE 5.8 MILES NORTHWEST ALONG
 NO0028'U.S. HIGHWAY 20, 83 FEET NORTHEAST OF THE CENTERLINE OF THE
 NO0028'HIGHWAY, 51 FEET SOUTHWEST OF THE CENTERLINE OF THE CHICAGO
 NO0028'AND NORTH WESTERN RAILWAY TRACK, 6 FEET NORTHWEST OF C. AND N.W.
 NO0028'RY. MILEPOST 250, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 NO0028'STAMPED K 228 194 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0028'5 INCHES ABOVE GROUND.
 NO0028
 NO0028                          STATION RECOVERY (1975)
 NO0028
 NO0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0054 ***********************************************************************
 NO0054  DESIGNATION -  K 229
 NO0054  PID         -  NO0054
 NO0054  STATE/COUNTY-  NE/KEYA PAHA
 NO0054  USGS QUAD   -  MULESHOE CREEK (1983)
 NO0054
 NO0054                         *CURRENT SURVEY CONTROL
 NO0054  ___________________________________________________________________
 NO0054* NAD 83(1986)-  42 52 29.     (N)    100 08 05.     (W)     SCALED    
 NO0054* NAVD 88     -       769.104  (meters)    2523.30   (feet)  ADJUSTED  
 NO0054  ___________________________________________________________________
 NO0054  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 NO0054  DYNAMIC HT  -         768.797 (meters)    2522.29  (feet)  COMP
 NO0054  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 NO0054
 NO0054  VERT ORDER  -  SECOND    CLASS 0
 NO0054
 NO0054.The horizontal coordinates were scaled from a topographic map and have
 NO0054.an estimated accuracy of +/- 6 seconds.
 NO0054
 NO0054.The orthometric height was determined by differential leveling
 NO0054.and adjusted by the National Geodetic Survey in June 1991..
 NO0054
 NO0054.The geoid height was determined by GEOID03.
 NO0054
 NO0054.The dynamic height is computed by dividing the NAVD 88
 NO0054.geopotential number by the normal gravity value computed on the
 NO0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0054.degrees latitude (g = 980.6199 gals.).
 NO0054
 NO0054.The modeled gravity was interpolated from observed gravity values.
 NO0054
 NO0054;                    North         East    Units  Estimated Accuracy
 NO0054;SPC NE       -   337,710.      488,990.      MT  (+/- 180 meters Scaled)
 NO0054
 NO0054                          SUPERSEDED SURVEY CONTROL
 NO0054
 NO0054  NGVD 29 (??/??/92)  768.787  (m)         2522.26   (f) ADJ UNCH    2 0
 NO0054
 NO0054.Superseded values are not recommended for survey control.
 NO0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0054.See file dsdata.txt to determine how the superseded data were derived.
 NO0054
 NO0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN073475(NAD 83)
 NO0054_MARKER: DB = BENCH MARK DISK
 NO0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0054_STAMPING: K 229 1946
 NO0054_MARK LOGO: CGS   
 NO0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0054+STABILITY: SURFACE MOTION
 NO0054
 NO0054  HISTORY     - Date     Condition        Report By
 NO0054  HISTORY     - 1946     MONUMENTED       CGS
 NO0054  HISTORY     - 19950406 GOOD             NGS
 NO0054
 NO0054                          STATION DESCRIPTION
 NO0054
 NO0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0054'3.4 MI W FROM NORDEN.
 NO0054'ABOUT 3.4 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM THE
 NO0054'CONOCO SERVICE STATION AT NORDEN, AND AT THE JUNCTION WITH A
 NO0054'FARM ROAD LEADING SOUTH, ABOUT 0.1 MILE NORTH OF A GROUP OF
 NO0054'FARM BUILDINGS, 37 FEET WEST OF THE CENTER LINE OF THE FARM
 NO0054'ROAD, 35 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 NO0054'THE HIGHWAY, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST
 NO0054'OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED K 229 1946
 NO0054'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 NO0054'ABOVE THE GROUND.  STAMPED K 229 1946.
 NO0054
 NO0054                          STATION RECOVERY (1995)
 NO0054
 NO0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NO0054'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0129 ***********************************************************************
 MM0129  DESIGNATION -  K 23 RESET
 MM0129  PID         -  MM0129
 MM0129  STATE/COUNTY-  NE/LINCOLN
 MM0129  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0129
 MM0129                         *CURRENT SURVEY CONTROL
 MM0129  ___________________________________________________________________
 MM0129* NAD 83(1986)-  41 08 52.     (N)    100 45 38.     (W)     SCALED    
 MM0129* NAVD 88     -       854.488  (meters)    2803.43   (feet)  ADJUSTED  
 MM0129  ___________________________________________________________________
 MM0129  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 MM0129  DYNAMIC HT  -         853.993 (meters)    2801.81  (feet)  COMP
 MM0129  MODELED GRAV-     980,015.6   (mgal)                       NAVD 88
 MM0129
 MM0129  VERT ORDER  -  FIRST     CLASS II
 MM0129
 MM0129.The horizontal coordinates were scaled from a topographic map and have
 MM0129.an estimated accuracy of +/- 6 seconds.
 MM0129
 MM0129.The orthometric height was determined by differential leveling
 MM0129.and adjusted by the National Geodetic Survey in June 1994..
 MM0129
 MM0129.The geoid height was determined by GEOID03.
 MM0129
 MM0129.The dynamic height is computed by dividing the NAVD 88
 MM0129.geopotential number by the normal gravity value computed on the
 MM0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0129.degrees latitude (g = 980.6199 gals.).
 MM0129
 MM0129.The modeled gravity was interpolated from observed gravity values.
 MM0129
 MM0129;                    North         East    Units  Estimated Accuracy
 MM0129;SPC NE       -   146,220.      436,180.      MT  (+/- 180 meters Scaled)
 MM0129
 MM0129                          SUPERSEDED SURVEY CONTROL
 MM0129
 MM0129  NAVD 88 (06/15/91)  854.497  (m)         2803.46   (f) UNKNOWN     1 2
 MM0129  NGVD 29 (02/14/92)  854.140  (m)         2802.29   (f) ADJUSTED    1 2
 MM0129
 MM0129.Superseded values are not recommended for survey control.
 MM0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0129.See file dsdata.txt to determine how the superseded data were derived.
 MM0129
 MM0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL522566(NAD 83)
 MM0129_MARKER: DB = BENCH MARK DISK
 MM0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0129_SP_SET: CONCRETE POST
 MM0129_STAMPING: K 23 RESET 1969
 MM0129_MARK LOGO: CGS   
 MM0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0129+STABILITY: SURFACE MOTION
 MM0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0129+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1991
 MM0129
 MM0129  HISTORY     - Date     Condition        Report By
 MM0129  HISTORY     - 1969     MONUMENTED       NEDR
 MM0129  HISTORY     - 1986     GOOD             NGS
 MM0129  HISTORY     - 19910821 GOOD             NGS
 MM0129
 MM0129                          STATION DESCRIPTION
 MM0129
 MM0129'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1969
 MM0129'AT NORTH PLATTE.
 MM0129'AT THE NORTH EDGE OF NORTH PLATTE, ON THE 1969 ROUTE OF U.S.
 MM0129'HIGHWAY 83, 0.5 MILE SOUTH OF THE BRIDGE OVER THE NORTH PLATTE
 MM0129'RIVER, IN THE WEST YARD OF THE STATE HIGHWAY DEPARTMENT OFFICE
 MM0129'BUILDING, LOCATED IMMEDIATELY SOUTH OF CODY PARK, 10 FEET WEST
 MM0129'OF THE NORTHWEST CORNER AND IN LINE WITH THE NORTH WALL OF THE
 MM0129'HIGHWAY OFFICE BUILDING, 36 FEET EAST OF A FIRE HYDRANT, 62 FEET
 MM0129'EAST OF THE CENTER LINE OF THE 1969 HIGHWAY AND SET IN THE TOP
 MM0129'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 MM0129
 MM0129                          STATION RECOVERY (1986)
 MM0129
 MM0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0129'RECOVERED IN GOOD CONDITION.
 MM0129
 MM0129                          STATION RECOVERY (1991)
 MM0129
 MM0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0129'IN NORTH PLATTE, AT 1321 NORTH JEFFERS STREET (U.S. HIGHWAY 83),
 MM0129'18.9 M (62.0 FT) EAST OF THE STREET CENTERLINE, 5.8 M (19.0 FT) SOUTH
 MM0129'OF THE CENTER OF THE MOST NORTHERLY OF 2 DRIVEWAYS, 3.1 M (10.2 FT)
 MM0129'WEST OF THE NORTHWEST CORNER OF THE NEBRASKA DEPARTMENT OF ROADS
 MM0129'DISTRICT SIX HEADQUARTERS AT 1321 NORTH JEFFERS STREET, AND THE
 MM0129'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0340 ***********************************************************************
 MK0340  DESIGNATION -  K 230
 MK0340  PID         -  MK0340
 MK0340  STATE/COUNTY-  NE/BURT
 MK0340  USGS QUAD   -  TEKAMAH (1983)
 MK0340
 MK0340                         *CURRENT SURVEY CONTROL
 MK0340  ___________________________________________________________________
 MK0340* NAD 83(1986)-  41 46 43.     (N)    096 13 16.     (W)     SCALED    
 MK0340* NAVD 88     -       322.639  (meters)    1058.52   (feet)  ADJUSTED  
 MK0340  ___________________________________________________________________
 MK0340  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 MK0340  DYNAMIC HT  -         322.513 (meters)    1058.11  (feet)  COMP
 MK0340  MODELED GRAV-     980,224.5   (mgal)                       NAVD 88
 MK0340
 MK0340  VERT ORDER  -  SECOND    CLASS 0
 MK0340
 MK0340.The horizontal coordinates were scaled from a topographic map and have
 MK0340.an estimated accuracy of +/- 6 seconds.
 MK0340
 MK0340.The orthometric height was determined by differential leveling
 MK0340.and adjusted by the National Geodetic Survey in June 1991..
 MK0340
 MK0340.The geoid height was determined by GEOID03.
 MK0340
 MK0340.The dynamic height is computed by dividing the NAVD 88
 MK0340.geopotential number by the normal gravity value computed on the
 MK0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0340.degrees latitude (g = 980.6199 gals.).
 MK0340
 MK0340.The modeled gravity was interpolated from observed gravity values.
 MK0340
 MK0340;                    North         East    Units  Estimated Accuracy
 MK0340;SPC NE       -   222,840.      813,960.      MT  (+/- 180 meters Scaled)
 MK0340
 MK0340                          SUPERSEDED SURVEY CONTROL
 MK0340
 MK0340  NGVD 29 (??/??/92)  322.502  (m)         1058.08   (f) ADJ UNCH    2 0
 MK0340
 MK0340.Superseded values are not recommended for survey control.
 MK0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0340.See file dsdata.txt to determine how the superseded data were derived.
 MK0340
 MK0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM309289(NAD 83)
 MK0340_MARKER: DB = BENCH MARK DISK
 MK0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0340_SP_SET: WATER TABLE
 MK0340_STAMPING: K 230 1947
 MK0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0340
 MK0340  HISTORY     - Date     Condition        Report By
 MK0340  HISTORY     - 1947     MONUMENTED       CGS
 MK0340
 MK0340                          STATION DESCRIPTION
 MK0340
 MK0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0340'AT TEKAMAH.
 MK0340'AT TEKAMAH, AT THE EAST (THIRTEENTH STREET) ENTRANCE TO THE
 MK0340'TEKAMAH SCHOOLS BUILDING, DIRECTLY ACROSS THE STREET FROM THE
 MK0340'COURT HOUSE, 8.3 FEET NORTH OF THE CENTER OF THE ENTRANCE
 MK0340'DOOR, 4.3 FEET ABOVE THE TOP OF THE CONCRETE WALK, SET IN THE
 MK0340'CENTER OF THE EAST FACE OF THE WATER TABLE SECTION OF A SQUARE
 MK0340'STONE COLUMN AT THE NORTH SIDE OF THE ENTRANCE DOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0313 ***********************************************************************
 MK0313  DESIGNATION -  K 231
 MK0313  PID         -  MK0313
 MK0313  STATE/COUNTY-  NE/BURT
 MK0313  USGS QUAD   -  CRAIG (1970)
 MK0313
 MK0313                         *CURRENT SURVEY CONTROL
 MK0313  ___________________________________________________________________
 MK0313* NAD 83(1986)-  41 49 43.     (N)    096 20 50.     (W)     SCALED    
 MK0313* NAVD 88     -       398.972  (meters)    1308.96   (feet)  ADJUSTED  
 MK0313  ___________________________________________________________________
 MK0313  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 MK0313  DYNAMIC HT  -         398.823 (meters)    1308.47  (feet)  COMP
 MK0313  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 MK0313
 MK0313  VERT ORDER  -  SECOND    CLASS 0
 MK0313
 MK0313.The horizontal coordinates were scaled from a topographic map and have
 MK0313.an estimated accuracy of +/- 6 seconds.
 MK0313
 MK0313.The orthometric height was determined by differential leveling
 MK0313.and adjusted by the National Geodetic Survey in June 1991..
 MK0313
 MK0313.The geoid height was determined by GEOID03.
 MK0313
 MK0313.The dynamic height is computed by dividing the NAVD 88
 MK0313.geopotential number by the normal gravity value computed on the
 MK0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0313.degrees latitude (g = 980.6199 gals.).
 MK0313
 MK0313.The modeled gravity was interpolated from observed gravity values.
 MK0313
 MK0313;                    North         East    Units  Estimated Accuracy
 MK0313;SPC NE       -   227,940.      803,260.      MT  (+/- 180 meters Scaled)
 MK0313
 MK0313                          SUPERSEDED SURVEY CONTROL
 MK0313
 MK0313  NGVD 29 (??/??/92)  398.831  (m)         1308.50   (f) ADJ UNCH    2 0
 MK0313
 MK0313.Superseded values are not recommended for survey control.
 MK0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0313.See file dsdata.txt to determine how the superseded data were derived.
 MK0313
 MK0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM202341(NAD 83)
 MK0313_MARKER: DB = BENCH MARK DISK
 MK0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0313_STAMPING: K 231 1947
 MK0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0313+STABILITY: SURFACE MOTION
 MK0313
 MK0313  HISTORY     - Date     Condition        Report By
 MK0313  HISTORY     - 1947     MONUMENTED       CGS
 MK0313  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0313
 MK0313                          STATION DESCRIPTION
 MK0313
 MK0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0313'3.7 MI N FROM CRAIG.
 MK0313'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73W FROM THE HIGH SCHOOL
 MK0313'AT CRAIG, THENCE 3.0 MILES NORTH ALONG A GRAVEL ROAD, IN THE
 MK0313'NORTHEAST ANGLE OF A CROSS ROAD, DIRECTLY ACROSS THE NORTH-SOUTH
 MK0313'ROAD FROM THE R E A POWER LINE POLE NO. C17, 39.0 FEET EAST
 MK0313'OF THE CENTER OF THE NORTH-SOUTH ROAD, 32.0 FEET NORTH OF THE
 MK0313'CENTER OF THE EAST-WEST ROAD, 8.5 FEET EAST OF A FENCE CORNER
 MK0313'POST, 2.5 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE, 2.0
 MK0313'FEET WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 MK0313'2 FEET BELOW THE ROAD AND PROJECTING 0.1 FOOT.  NOTE-- 1957
 MK0313'REPORT-- THIS MARK IS 2.0 MILES NORTH OF NEW U.S. HIGHWAY 73W.
 MK0313
 MK0313                          STATION RECOVERY (1965)
 MK0313
 MK0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0881 ***********************************************************************
 MJ0881  DESIGNATION -  K 232
 MJ0881  PID         -  MJ0881
 MJ0881  STATE/COUNTY-  NE/SARPY
 MJ0881  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0881
 MJ0881                         *CURRENT SURVEY CONTROL
 MJ0881  ___________________________________________________________________
 MJ0881* NAD 83(1986)-  41 11 26.     (N)    095 55 59.     (W)     SCALED    
 MJ0881* NAVD 88     -       339.011  (meters)    1112.24   (feet)  ADJUSTED  
 MJ0881  ___________________________________________________________________
 MJ0881  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 MJ0881  DYNAMIC HT  -         338.872 (meters)    1111.78  (feet)  COMP
 MJ0881  MODELED GRAV-     980,202.7   (mgal)                       NAVD 88
 MJ0881
 MJ0881  VERT ORDER  -  SECOND    CLASS 0
 MJ0881
 MJ0881.The horizontal coordinates were scaled from a topographic map and have
 MJ0881.an estimated accuracy of +/- 6 seconds.
 MJ0881
 MJ0881.The orthometric height was determined by differential leveling
 MJ0881.and adjusted by the National Geodetic Survey in June 1991..
 MJ0881
 MJ0881.The geoid height was determined by GEOID03.
 MJ0881
 MJ0881.The dynamic height is computed by dividing the NAVD 88
 MJ0881.geopotential number by the normal gravity value computed on the
 MJ0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0881.degrees latitude (g = 980.6199 gals.).
 MJ0881
 MJ0881.The modeled gravity was interpolated from observed gravity values.
 MJ0881
 MJ0881;                    North         East    Units  Estimated Accuracy
 MJ0881;SPC NE       -   158,710.      840,950.      MT  (+/- 180 meters Scaled)
 MJ0881
 MJ0881                          SUPERSEDED SURVEY CONTROL
 MJ0881
 MJ0881  NGVD 29 (??/??/92)  338.895  (m)         1111.86   (f) ADJ UNCH    2 0
 MJ0881
 MJ0881.Superseded values are not recommended for survey control.
 MJ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0881.See file dsdata.txt to determine how the superseded data were derived.
 MJ0881
 MJ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF540640(NAD 83)
 MJ0881_MARKER: DB = BENCH MARK DISK
 MJ0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0881_STAMPING: K 232 1947
 MJ0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0881+STABILITY: SURFACE MOTION
 MJ0881
 MJ0881  HISTORY     - Date     Condition        Report By
 MJ0881  HISTORY     - 1947     MONUMENTED       CGS
 MJ0881  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0881
 MJ0881                          STATION DESCRIPTION
 MJ0881
 MJ0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0881'AT OMAHA.
 MJ0881'IN THE SOUTHEAST PART OF OMAHA, AT THE JUNCTION OF STATE HIGHWAY
 MJ0881'31 (BELLEVUE BOULEVARD) AND U.S. HIGHWAYS 73-75 (13TH STREET),
 MJ0881'69.0 FEET NORTHWEST OF A GASOLINE SERVICE STATION OWNED BY
 MJ0881'ERNIE HOFFMAN, 27.0 FEET SOUTH OF AND LEVEL WITH THE CENTER LINE
 MJ0881'OF STATE HIGHWAY 31, 10.0 FEET EAST OF THE EAST CURB OF U.S.
 MJ0881'HIGHWAYS 73-75, 4.0 FEET NORTH OF A POWER POLE, SET IN THE TOP
 MJ0881'OF A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0881'NOTE-- DRIVE TO GASOLINE STATION HAS BEEN WIDENED.
 MJ0881
 MJ0881                          STATION RECOVERY (1955)
 MJ0881
 MJ0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0530 ***********************************************************************
 MK0530  DESIGNATION -  K 233
 MK0530  PID         -  MK0530
 MK0530  STATE/COUNTY-  NE/WASHINGTON
 MK0530  USGS QUAD   -  FORT CALHOUN (1975)
 MK0530
 MK0530                         *CURRENT SURVEY CONTROL
 MK0530  ___________________________________________________________________
 MK0530* NAD 83(1986)-  41 25 41.     (N)    096 02 07.     (W)     SCALED    
 MK0530* NAVD 88     -       403.349  (meters)    1323.32   (feet)  ADJUSTED  
 MK0530  ___________________________________________________________________
 MK0530  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 MK0530  DYNAMIC HT  -         403.154 (meters)    1322.68  (feet)  COMP
 MK0530  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 MK0530
 MK0530  VERT ORDER  -  SECOND    CLASS 0
 MK0530
 MK0530.The horizontal coordinates were scaled from a topographic map and have
 MK0530.an estimated accuracy of +/- 6 seconds.
 MK0530
 MK0530.The orthometric height was determined by differential leveling
 MK0530.and adjusted by the National Geodetic Survey in June 1991..
 MK0530
 MK0530.The geoid height was determined by GEOID03.
 MK0530
 MK0530.The dynamic height is computed by dividing the NAVD 88
 MK0530.geopotential number by the normal gravity value computed on the
 MK0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0530.degrees latitude (g = 980.6199 gals.).
 MK0530
 MK0530.The modeled gravity was interpolated from observed gravity values.
 MK0530
 MK0530;                    North         East    Units  Estimated Accuracy
 MK0530;SPC NE       -   184,650.      831,180.      MT  (+/- 180 meters Scaled)
 MK0530
 MK0530                          SUPERSEDED SURVEY CONTROL
 MK0530
 MK0530  NGVD 29 (??/??/92)  403.202  (m)         1322.84   (f) ADJ UNCH    2 0
 MK0530
 MK0530.Superseded values are not recommended for survey control.
 MK0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0530.See file dsdata.txt to determine how the superseded data were derived.
 MK0530
 MK0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL477905(NAD 83)
 MK0530_MARKER: DB = BENCH MARK DISK
 MK0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0530_STAMPING: K 233 1947
 MK0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0530+STABILITY: SURFACE MOTION
 MK0530
 MK0530  HISTORY     - Date     Condition        Report By
 MK0530  HISTORY     - 1947     MONUMENTED       CGS
 MK0530  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0530
 MK0530                          STATION DESCRIPTION
 MK0530
 MK0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0530'2.1 MI S FROM FORT CALHOUN.
 MK0530'0.5 MILE SOUTH ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE AT
 MK0530'FORT CALHOUN, THENCE 0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 MK0530'THENCE 1.2 MILES SOUTH ALONG A GRAVELED ROAD, 115 YARDS SOUTHEAST
 MK0530'OF A FARMHOUSE, 64 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF
 MK0530'A WINDMILL STAND, 29 FEET EAST OF AND 3 FEET HIGHER THAN THE
 MK0530'CENTER LINE OF THE ROAD, 21 FEET SOUTH OF A POWER POLE, 2 FEET
 MK0530'NORTH OF A 4 X 4 MARKER POST, 1 FOOT WEST OF A FENCE, IN LINE
 MK0530'WITH THE CENTER LINE OF A ROAD LEADING TO A FARMHOUSE, IN LINE
 MK0530'WITH A ROW OF POWER POLES, SET IN THE TOP OF A CONCRETE POST
 MK0530'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 MK0530
 MK0530                          STATION RECOVERY (1966)
 MK0530
 MK0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0447 ***********************************************************************
 MK0447  DESIGNATION -  K 234
 MK0447  PID         -  MK0447
 MK0447  STATE/COUNTY-  NE/WASHINGTON
 MK0447  USGS QUAD   -  MODALE (1970)
 MK0447
 MK0447                         *CURRENT SURVEY CONTROL
 MK0447  ___________________________________________________________________
 MK0447* NAD 83(1986)-  41 30 27.     (N)    096 04 04.     (W)     SCALED    
 MK0447* NAVD 88     -       310.312  (meters)    1018.08   (feet)  ADJUSTED  
 MK0447  ___________________________________________________________________
 MK0447  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 MK0447  DYNAMIC HT  -         310.166 (meters)    1017.60  (feet)  COMP
 MK0447  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 MK0447
 MK0447  VERT ORDER  -  SECOND    CLASS 0
 MK0447
 MK0447.The horizontal coordinates were scaled from a topographic map and have
 MK0447.an estimated accuracy of +/- 6 seconds.
 MK0447
 MK0447.The orthometric height was determined by differential leveling
 MK0447.and adjusted by the National Geodetic Survey in June 1991..
 MK0447
 MK0447.The geoid height was determined by GEOID03.
 MK0447
 MK0447.The dynamic height is computed by dividing the NAVD 88
 MK0447.geopotential number by the normal gravity value computed on the
 MK0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0447.degrees latitude (g = 980.6199 gals.).
 MK0447
 MK0447.The modeled gravity was interpolated from observed gravity values.
 MK0447
 MK0447;                    North         East    Units  Estimated Accuracy
 MK0447;SPC NE       -   193,340.      828,060.      MT  (+/- 180 meters Scaled)
 MK0447
 MK0447                          SUPERSEDED SURVEY CONTROL
 MK0447
 MK0447  NGVD 29 (??/??/92)  310.169  (m)         1017.61   (f) ADJ UNCH    2 0
 MK0447
 MK0447.Superseded values are not recommended for survey control.
 MK0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0447.See file dsdata.txt to determine how the superseded data were derived.
 MK0447
 MK0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL447992(NAD 83)
 MK0447_MARKER: DB = BENCH MARK DISK
 MK0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0447_STAMPING: K 234 1947
 MK0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0447+STABILITY: SURFACE MOTION
 MK0447
 MK0447  HISTORY     - Date     Condition        Report By
 MK0447  HISTORY     - 1947     MONUMENTED       CGS
 MK0447  HISTORY     - 1966     GOOD             USGS
 MK0447
 MK0447                          STATION DESCRIPTION
 MK0447
 MK0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0447'4.8 MI SE FROM BLAIR.
 MK0447'0.2 MILE EAST ALONG COLFAX STREET FROM THE COUNTY COURT HOUSE AT
 MK0447'BLAIR, THENCE 4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 73, AT THE
 MK0447'BOTTOM OF A LONG HILL, AT A CURVE IN THE HIGHWAY, ABOUT 67 YARDS
 MK0447'EAST OF A CROSSROAD, 49 FEET SOUTH OF AND 5 FEET LOWER THAN THE
 MK0447'CENTER LINE OF THE HIGHWAY, 24 FEET NORTHWEST OF A FENCE CORNER, 8
 MK0447'FEET NORTHWEST OF THE NORTHWEST END OF A GATE, 2 FEET NORTHWEST
 MK0447'OF A 4 X 4 MARKER POST, 1 FOOT NORTH OF A FENCE, SET IN THE TOP
 MK0447'OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 MK0447'NOTE-- 15 FT NW OF THE FENCE CORNER, 6 INCHES BELOW GROUND SURFACE.
 MK0447
 MK0447                          STATION RECOVERY (1966)
 MK0447
 MK0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0651 ***********************************************************************
 NM0651  DESIGNATION -  K 235
 NM0651  PID         -  NM0651
 NM0651  STATE/COUNTY-  NE/DAKOTA
 NM0651  USGS QUAD   -  JACKSON (1993)
 NM0651
 NM0651                         *CURRENT SURVEY CONTROL
 NM0651  ___________________________________________________________________
 NM0651* NAD 83(1986)-  42 23 08.     (N)    096 35 32.     (W)     SCALED    
 NM0651* NAVD 88     -       357.523  (meters)    1172.97   (feet)  ADJUSTED  
 NM0651  ___________________________________________________________________
 NM0651  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 NM0651  DYNAMIC HT  -         357.405 (meters)    1172.59  (feet)  COMP
 NM0651  MODELED GRAV-     980,282.7   (mgal)                       NAVD 88
 NM0651
 NM0651  VERT ORDER  -  FIRST     CLASS II
 NM0651
 NM0651.The horizontal coordinates were scaled from a topographic map and have
 NM0651.an estimated accuracy of +/- 6 seconds.
 NM0651
 NM0651.The orthometric height was determined by differential leveling
 NM0651.and adjusted by the National Geodetic Survey in June 1991..
 NM0651
 NM0651.The geoid height was determined by GEOID03.
 NM0651
 NM0651.The dynamic height is computed by dividing the NAVD 88
 NM0651.geopotential number by the normal gravity value computed on the
 NM0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0651.degrees latitude (g = 980.6199 gals.).
 NM0651
 NM0651.The modeled gravity was interpolated from observed gravity values.
 NM0651
 NM0651;                    North         East    Units  Estimated Accuracy
 NM0651;SPC NE       -   288,900.      780,490.      MT  (+/- 180 meters Scaled)
 NM0651
 NM0651                          SUPERSEDED SURVEY CONTROL
 NM0651
 NM0651  NGVD 29 (??/??/92)  357.357  (m)         1172.43   (f) ADJ UNCH    1 2
 NM0651
 NM0651.Superseded values are not recommended for survey control.
 NM0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0651.See file dsdata.txt to determine how the superseded data were derived.
 NM0651
 NM0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM982953(NAD 83)
 NM0651_MARKER: DB = BENCH MARK DISK
 NM0651_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0651_SP_SET: BUILDING
 NM0651_STAMPING: K 235 1947
 NM0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0651
 NM0651  HISTORY     - Date     Condition        Report By
 NM0651  HISTORY     - 1947     MONUMENTED       CGS
 NM0651
 NM0651                          STATION DESCRIPTION
 NM0651
 NM0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0651'AT HUBBARD.
 NM0651'AT HUBBARD, ON THE SOUTH FACE OF THE HIGH SCHOOL BUILDING,
 NM0651'1.7 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 3.4 FEET
 NM0651'ABOVE GROUND AND SET VERTICALLY IN A BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0211 ***********************************************************************
 NM0211  DESIGNATION -  K 236
 NM0211  PID         -  NM0211
 NM0211  STATE/COUNTY-  NE/DAKOTA
 NM0211  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0211
 NM0211                         *CURRENT SURVEY CONTROL
 NM0211  ___________________________________________________________________
 NM0211* NAD 83(1986)-  42 28 25.     (N)    096 23 20.     (W)     SCALED    
 NM0211* NAVD 88     -       347.569  (meters)    1140.32   (feet)  ADJUSTED  
 NM0211  ___________________________________________________________________
 NM0211  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 NM0211  DYNAMIC HT  -         347.458 (meters)    1139.95  (feet)  COMP
 NM0211  MODELED GRAV-     980,293.5   (mgal)                       NAVD 88
 NM0211
 NM0211  VERT ORDER  -  FIRST     CLASS II
 NM0211
 NM0211.The horizontal coordinates were scaled from a topographic map and have
 NM0211.an estimated accuracy of +/- 6 seconds.
 NM0211
 NM0211.The orthometric height was determined by differential leveling
 NM0211.and adjusted by the National Geodetic Survey in June 1991..
 NM0211
 NM0211.The geoid height was determined by GEOID03.
 NM0211
 NM0211.The dynamic height is computed by dividing the NAVD 88
 NM0211.geopotential number by the normal gravity value computed on the
 NM0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0211.degrees latitude (g = 980.6199 gals.).
 NM0211
 NM0211.The modeled gravity was interpolated from observed gravity values.
 NM0211
 NM0211;                    North         East    Units  Estimated Accuracy
 NM0211;SPC NE       -   299,350.      796,810.      MT  (+/- 180 meters Scaled)
 NM0211
 NM0211                          SUPERSEDED SURVEY CONTROL
 NM0211
 NM0211  NGVD 29 (??/??/92)  347.406  (m)         1139.78   (f) ADJ UNCH    1 2
 NM0211
 NM0211.Superseded values are not recommended for survey control.
 NM0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0211.See file dsdata.txt to determine how the superseded data were derived.
 NM0211
 NM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN146056(NAD 83)
 NM0211_MARKER: DB = BENCH MARK DISK
 NM0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0211_SP_SET: BRIDGE PIER
 NM0211_STAMPING: K 236 1947
 NM0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0211
 NM0211  HISTORY     - Date     Condition        Report By
 NM0211  HISTORY     - 1947     MONUMENTED       CGS
 NM0211
 NM0211                          STATION DESCRIPTION
 NM0211
 NM0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0211'1.4 MI NE FROM SOUTH SIOUX CITY.
 NM0211'ABOUT 1.4 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0211'AND OMAHA RAILROAD FROM THE STATION AT SOUTH SIOUX CITY, 11.0
 NM0211'FEET NORTH OF AND ABOUT 4.0 FEET LOWER THAN THE CENTER LINE OF THE
 NM0211'TRACK, ON TOP OF THE CENTER OF THE NORTH END OF THE WEST PIER
 NM0211'OF THE MISSOURI RIVER BRIDGE AND SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0528 ***********************************************************************
 NM0528  DESIGNATION -  K 237
 NM0528  PID         -  NM0528
 NM0528  STATE/COUNTY-  NE/THURSTON
 NM0528  USGS QUAD   -  WALTHILL SW (1966)
 NM0528
 NM0528                         *CURRENT SURVEY CONTROL
 NM0528  ___________________________________________________________________
 NM0528* NAD 83(1986)-  42 04 27.     (N)    096 27 45.     (W)     SCALED    
 NM0528* NAVD 88     -       420.231  (meters)    1378.71   (feet)  ADJUSTED  
 NM0528  ___________________________________________________________________
 NM0528  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM0528  DYNAMIC HT  -         420.079 (meters)    1378.21  (feet)  COMP
 NM0528  MODELED GRAV-     980,246.7   (mgal)                       NAVD 88
 NM0528
 NM0528  VERT ORDER  -  SECOND    CLASS 0
 NM0528
 NM0528.The horizontal coordinates were scaled from a topographic map and have
 NM0528.an estimated accuracy of +/- 6 seconds.
 NM0528
 NM0528.The orthometric height was determined by differential leveling
 NM0528.and adjusted by the National Geodetic Survey in June 1991..
 NM0528
 NM0528.The geoid height was determined by GEOID03.
 NM0528
 NM0528.The dynamic height is computed by dividing the NAVD 88
 NM0528.geopotential number by the normal gravity value computed on the
 NM0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0528.degrees latitude (g = 980.6199 gals.).
 NM0528
 NM0528.The modeled gravity was interpolated from observed gravity values.
 NM0528
 NM0528;                    North         East    Units  Estimated Accuracy
 NM0528;SPC NE       -   254,780.      792,580.      MT  (+/- 180 meters Scaled)
 NM0528
 NM0528                          SUPERSEDED SURVEY CONTROL
 NM0528
 NM0528  NGVD 29 (??/??/92)  420.074  (m)         1378.19   (f) ADJ UNCH    2 0
 NM0528
 NM0528.Superseded values are not recommended for survey control.
 NM0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0528.See file dsdata.txt to determine how the superseded data were derived.
 NM0528
 NM0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM099611(NAD 83)
 NM0528_MARKER: DB = BENCH MARK DISK
 NM0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0528_SP_SET: CULVERT
 NM0528_STAMPING: K 237 1947
 NM0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0528
 NM0528  HISTORY     - Date     Condition        Report By
 NM0528  HISTORY     - 1947     MONUMENTED       CGS
 NM0528
 NM0528                          STATION DESCRIPTION
 NM0528
 NM0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0528'5.6 MI S FROM WALTHILL.
 NM0528'TO REACH FROM THE BURLINGTON RAILROAD STATION AT WALTHILL GO
 NM0528'EAST 0.4 MILE ALONG STATE HIGHWAY NO. 94, THENCE SOUTH 5.2 MILES
 NM0528'ALONG U.S. HIGHWAY NO. 77 TO SITE OF MARK.  BENCH MARK IS ABOUT
 NM0528'0.1 MILE SOUTH OF THE INTERSECTION OF THE HIGHWAY AND AN
 NM0528'EAST-WEST GRADED DIRT ROAD, 18.0 FEET EAST OF AND ABOUT 2.0
 NM0528'FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE
 NM0528'NORTH END OF THE EAST HEADWALL OF A 4 FT X 6 FT CONCRETE BOX
 NM0528'CULVERT AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0529 ***********************************************************************
 NM0529  DESIGNATION -  K 237 RESET
 NM0529  PID         -  NM0529
 NM0529  STATE/COUNTY-  NE/THURSTON
 NM0529  USGS QUAD   -  WALTHILL SW (1966)
 NM0529
 NM0529                         *CURRENT SURVEY CONTROL
 NM0529  ___________________________________________________________________
 NM0529* NAD 83(1986)-  42 04 16.     (N)    096 27 47.     (W)     SCALED    
 NM0529* NAVD 88     -       424.82   (meters)    1393.8    (feet)  RESET     
 NM0529  ___________________________________________________________________
 NM0529  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM0529
 NM0529  VERT ORDER  -  THIRD
 NM0529
 NM0529.The horizontal coordinates were scaled from a topographic map and have
 NM0529.an estimated accuracy of +/- 6 seconds.
 NM0529
 NM0529.The orthometric height was computed from unverified reset data.
 NM0529
 NM0529.The geoid height was determined by GEOID03.
 NM0529
 NM0529;                    North         East    Units  Estimated Accuracy
 NM0529;SPC NE       -   254,440.      792,550.      MT  (+/- 180 meters Scaled)
 NM0529
 NM0529                          SUPERSEDED SURVEY CONTROL
 NM0529
 NM0529  NGVD 29 (??/??/??)  424.66   (m)         1393.2    (f) RESET       3  
 NM0529
 NM0529.Superseded values are not recommended for survey control.
 NM0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0529.See file dsdata.txt to determine how the superseded data were derived.
 NM0529
 NM0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM098607(NAD 83)
 NM0529_MARKER: DB = BENCH MARK DISK
 NM0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0529_STAMPING: K 237 RESET 1965
 NM0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0529+STABILITY: SURFACE MOTION
 NM0529
 NM0529  HISTORY     - Date     Condition        Report By
 NM0529  HISTORY     - 1965     MONUMENTED       LOCENG
 NM0529  HISTORY     - 1967     GOOD             LOCENG
 NM0529
 NM0529                          STATION DESCRIPTION
 NM0529
 NM0529'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NM0529'5.8 MI S FROM WALTHILL.
 NM0529'0.4 MILE EAST ALONG STATE HIGHWAY 94 FROM THE BURLINGTON RAILROAD
 NM0529'STATION AT WALTHILL, THENCE 5.4 MILES SOUTH ALONG U.S. HIGHWAY
 NM0529'77, 89 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AT HIGHWAY
 NM0529'STATION 601 + 02, 36 FEET WEST-NORTHWEST OF THE NORTH END OF A PIPE
 NM0529'CULVERT UNDER DRIVEWAY, 3 FEET SOUTH OF A HIGHWAY RIGHT-OF-WAY
 NM0529'MARKER POST, 2 FEET SOUTH OF A POWER LINE POLE, SET IN THE TOP OF
 NM0529'A 4 INCH SQUARE CONCRETE POST WITH AN 8 INCH SQUARE TOP PROJECTING
 NM0529'4 INCHES ABOVE THE GROUND, AND ABOUT 4 FEET LOWER THAN THE
 NM0529'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0678 ***********************************************************************
 NM0678  DESIGNATION -  K 238
 NM0678  PID         -  NM0678
 NM0678  STATE/COUNTY-  NE/THURSTON
 NM0678  USGS QUAD   -  EMERSON SE (1967)
 NM0678
 NM0678                         *CURRENT SURVEY CONTROL
 NM0678  ___________________________________________________________________
 NM0678* NAD 83(1986)-  42 15 12.     (N)    096 33 02.     (W)     SCALED    
 NM0678* NAVD 88     -       436.815  (meters)    1433.12   (feet)  ADJUSTED  
 NM0678  ___________________________________________________________________
 NM0678  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 NM0678  DYNAMIC HT  -         436.667 (meters)    1432.63  (feet)  COMP
 NM0678  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 NM0678
 NM0678  VERT ORDER  -  SECOND    CLASS 0
 NM0678
 NM0678.The horizontal coordinates were scaled from a topographic map and have
 NM0678.an estimated accuracy of +/- 6 seconds.
 NM0678
 NM0678.The orthometric height was determined by differential leveling
 NM0678.and adjusted by the National Geodetic Survey in June 1991..
 NM0678
 NM0678.The geoid height was determined by GEOID03.
 NM0678
 NM0678.The dynamic height is computed by dividing the NAVD 88
 NM0678.geopotential number by the normal gravity value computed on the
 NM0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0678.degrees latitude (g = 980.6199 gals.).
 NM0678
 NM0678.The modeled gravity was interpolated from observed gravity values.
 NM0678
 NM0678;                    North         East    Units  Estimated Accuracy
 NM0678;SPC NE       -   274,370.      784,500.      MT  (+/- 180 meters Scaled)
 NM0678
 NM0678                          SUPERSEDED SURVEY CONTROL
 NM0678
 NM0678  NGVD 29 (??/??/92)  436.654  (m)         1432.59   (f) ADJ UNCH    2 0
 NM0678
 NM0678.Superseded values are not recommended for survey control.
 NM0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0678.See file dsdata.txt to determine how the superseded data were derived.
 NM0678
 NM0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM020808(NAD 83)
 NM0678_MARKER: DB = BENCH MARK DISK
 NM0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0678_STAMPING: K 238 1947
 NM0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0678+STABILITY: SURFACE MOTION
 NM0678
 NM0678  HISTORY     - Date     Condition        Report By
 NM0678  HISTORY     - 1947     MONUMENTED       CGS
 NM0678  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0678
 NM0678                          STATION DESCRIPTION
 NM0678
 NM0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0678'9.1 MI SW FROM HOMER.
 NM0678'0.1 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 NM0678'HOMER, THENCE 4.2 MILES SOUTH ALONG U.S. HIGHWAY 77, THENCE
 NM0678'4.0 MILES WEST ALONG A DIRT ROAD, THENCE 0.8 MILE SOUTH ALONG
 NM0678'A DIRT ROAD, AT THE TOP OF A SHARP HILL, 0.2 MILE SOUTH OF A
 NM0678'WOODEN BRIDGE OVER A SMALL STREAM, 450 FEET NORTH OF A FENCE
 NM0678'CORNER, 18.6 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 NM0678'NORTH OF A 4 X 4 MARKER POST, 1.0 FOOT EAST OF A BARBED WIRE
 NM0678'FENCE, SET IN THE TOP OF A CONCRETE POST.
 NM0678
 NM0678                          STATION RECOVERY (1966)
 NM0678
 NM0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0429 ***********************************************************************
 NM0429  DESIGNATION -  K 239
 NM0429  PID         -  NM0429
 NM0429  STATE/COUNTY-  NE/THURSTON
 NM0429  USGS QUAD   -  HOMER (1976)
 NM0429
 NM0429                         *CURRENT SURVEY CONTROL
 NM0429  ___________________________________________________________________
 NM0429* NAD 83(1986)-  42 15 10.     (N)    096 28 21.     (W)     SCALED    
 NM0429* NAVD 88     -       356.749  (meters)    1170.43   (feet)  ADJUSTED  
 NM0429  ___________________________________________________________________
 NM0429  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 NM0429  DYNAMIC HT  -         356.629 (meters)    1170.04  (feet)  COMP
 NM0429  MODELED GRAV-     980,276.0   (mgal)                       NAVD 88
 NM0429
 NM0429  VERT ORDER  -  SECOND    CLASS 0
 NM0429
 NM0429.The horizontal coordinates were scaled from a topographic map and have
 NM0429.an estimated accuracy of +/- 6 seconds.
 NM0429
 NM0429.The orthometric height was determined by differential leveling
 NM0429.and adjusted by the National Geodetic Survey in June 1991..
 NM0429
 NM0429.The geoid height was determined by GEOID03.
 NM0429
 NM0429.The dynamic height is computed by dividing the NAVD 88
 NM0429.geopotential number by the normal gravity value computed on the
 NM0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0429.degrees latitude (g = 980.6199 gals.).
 NM0429
 NM0429.The modeled gravity was interpolated from observed gravity values.
 NM0429
 NM0429;                    North         East    Units  Estimated Accuracy
 NM0429;SPC NE       -   274,560.      790,940.      MT  (+/- 180 meters Scaled)
 NM0429
 NM0429                          SUPERSEDED SURVEY CONTROL
 NM0429
 NM0429  NGVD 29 (??/??/92)  356.590  (m)         1169.91   (f) ADJ UNCH    2 0
 NM0429
 NM0429.Superseded values are not recommended for survey control.
 NM0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0429.See file dsdata.txt to determine how the superseded data were derived.
 NM0429
 NM0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM084809(NAD 83)
 NM0429_MARKER: DB = BENCH MARK DISK
 NM0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0429_STAMPING: K 239 1947
 NM0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0429+STABILITY: SURFACE MOTION
 NM0429
 NM0429  HISTORY     - Date     Condition        Report By
 NM0429  HISTORY     - 1947     MONUMENTED       CGS
 NM0429  HISTORY     - 1962     GOOD             USGS
 NM0429
 NM0429                          STATION DESCRIPTION
 NM0429
 NM0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0429'1.2 MI N FROM WINNEBAGO.
 NM0429'1.2 MILES NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0429'AT WINNEBAGO, 0.2 MILE EAST OF A FARM HOUSE, AT A JUNCTION WITH
 NM0429'A DIRT ROAD LEADING NORTH FROM A CURVE TO THE NORTHWEST IN THE
 NM0429'HIGHWAY, 180.0 FEET NORTH OF THE CENTER OF THE JUNCTION, 61.3
 NM0429'FEET EAST OF THE CENTER OF THE HIGHWAY, 27 FEET WEST OF THE
 NM0429'CENTER OF THE DIRT ROAD, 13.0 FEET SOUTH OF A POWER POLE, SET IN
 NM0429'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE
 NM0429'GROUND.  NOTE-- THIS MARK IS 0.9 MILE SOUTH ALONG U.S. HIGHWAY
 NM0429'NO. 77 FROM BENCH MARK C 237.
 NM0429
 NM0429                          STATION RECOVERY (1962)
 NM0429
 NM0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0802 ***********************************************************************
 LH0802  DESIGNATION -  K 24
 LH0802  PID         -  LH0802
 LH0802  STATE/COUNTY-  NE/GOSPER
 LH0802  USGS QUAD   -  ELWOOD (1983)
 LH0802
 LH0802                         *CURRENT SURVEY CONTROL
 LH0802  ___________________________________________________________________
 LH0802* NAD 83(1986)-  40 35 14.     (N)    099 51 39.     (W)     SCALED    
 LH0802* NAVD 88     -       815.112  (meters)    2674.25   (feet)  ADJUSTED  
 LH0802  ___________________________________________________________________
 LH0802  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 LH0802  DYNAMIC HT  -         814.592 (meters)    2672.54  (feet)  COMP
 LH0802  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 LH0802
 LH0802  VERT ORDER  -  FIRST     CLASS II
 LH0802
 LH0802.The horizontal coordinates were scaled from a topographic map and have
 LH0802.an estimated accuracy of +/- 6 seconds.
 LH0802
 LH0802.The orthometric height was determined by differential leveling
 LH0802.and adjusted by the National Geodetic Survey in June 1991..
 LH0802
 LH0802.The geoid height was determined by GEOID03.
 LH0802
 LH0802.The dynamic height is computed by dividing the NAVD 88
 LH0802.geopotential number by the normal gravity value computed on the
 LH0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0802.degrees latitude (g = 980.6199 gals.).
 LH0802
 LH0802.The modeled gravity was interpolated from observed gravity values.
 LH0802
 LH0802;                    North         East    Units  Estimated Accuracy
 LH0802;SPC NE       -    83,710.      511,780.      MT  (+/- 180 meters Scaled)
 LH0802
 LH0802                          SUPERSEDED SURVEY CONTROL
 LH0802
 LH0802  NGVD 29 (02/14/92)  814.808  (m)         2673.25   (f) ADJUSTED    1 2
 LH0802
 LH0802.Superseded values are not recommended for survey control.
 LH0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0802.See file dsdata.txt to determine how the superseded data were derived.
 LH0802
 LH0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK271932(NAD 83)
 LH0802_MARKER: DB = BENCH MARK DISK
 LH0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0802_SP_SET: CONCRETE POST
 LH0802_STAMPING: K 24 1933
 LH0802_MARK LOGO: CGS   
 LH0802_PROJECTION: RECESSED 3 CENTIMETERS
 LH0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0802+STABILITY: SURFACE MOTION
 LH0802
 LH0802  HISTORY     - Date     Condition        Report By
 LH0802  HISTORY     - 1933     MONUMENTED       CGS
 LH0802  HISTORY     - 1934     GOOD             NGS
 LH0802  HISTORY     - 1986     GOOD             NGS
 LH0802  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH0802
 LH0802                          STATION DESCRIPTION
 LH0802
 LH0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0802'AT ELWOOD.
 LH0802'AT ELWOOD, IN THE SOUTHWEST CORNER OF THE COUNTY COURTHOUSE
 LH0802'YARD, 162 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LH0802'COURTHOUSE, 54 FEET EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 LH0802'STREET, 28.5 FEET EAST OF THE EAST CURB OF THE NORTH-AND-SOUTH
 LH0802'STREET, 38 FEET NORTH OF THE CENTERLINE OF AN EAST-AND-WEST
 LH0802'STREET, 20 FEET NORTH OF THE NORTH CURB OF THE EAST-AND-WEST
 LH0802'STREET, 3.8 FEET EAST OF A SIDEWALK, AND 3 FEET NORTHWEST OF
 LH0802'A 6-INCH ELM TREE.  A STANDARD DISK, STAMPED K 24 1933 AND SET
 LH0802'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 LH0802
 LH0802                          STATION RECOVERY (1986)
 LH0802
 LH0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0802'RECOVERED IN GOOD CONDITION.  THE 1934 DESCRIPTION IS ADEQUATE EXCEPT
 LH0802'THE ELM TREE DESCRIBED NO LONGER EXISTS.
 LH0802'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 LH0802
 LH0802                          STATION RECOVERY (2006)
 LH0802
 LH0802'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0729 ***********************************************************************
 NM0729  DESIGNATION -  K 240
 NM0729  PID         -  NM0729
 NM0729  STATE/COUNTY-  NE/THURSTON
 NM0729  USGS QUAD   -  PENDER NE (1966)
 NM0729
 NM0729                         *CURRENT SURVEY CONTROL
 NM0729  ___________________________________________________________________
 NM0729* NAD 83(1986)-  42 08 53.     (N)    096 35 22.     (W)     SCALED    
 NM0729* NAVD 88     -       457.439  (meters)    1500.78   (feet)  ADJUSTED  
 NM0729  ___________________________________________________________________
 NM0729  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 NM0729  DYNAMIC HT  -         457.278 (meters)    1500.25  (feet)  COMP
 NM0729  MODELED GRAV-     980,255.6   (mgal)                       NAVD 88
 NM0729
 NM0729  VERT ORDER  -  SECOND    CLASS 0
 NM0729
 NM0729.The horizontal coordinates were scaled from a topographic map and have
 NM0729.an estimated accuracy of +/- 6 seconds.
 NM0729
 NM0729.The orthometric height was determined by differential leveling
 NM0729.and adjusted by the National Geodetic Survey in June 1991..
 NM0729
 NM0729.The geoid height was determined by GEOID03.
 NM0729
 NM0729.The dynamic height is computed by dividing the NAVD 88
 NM0729.geopotential number by the normal gravity value computed on the
 NM0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0729.degrees latitude (g = 980.6199 gals.).
 NM0729
 NM0729.The modeled gravity was interpolated from observed gravity values.
 NM0729
 NM0729;                    North         East    Units  Estimated Accuracy
 NM0729;SPC NE       -   262,560.      781,760.      MT  (+/- 180 meters Scaled)
 NM0729
 NM0729                          SUPERSEDED SURVEY CONTROL
 NM0729
 NM0729  NGVD 29 (??/??/92)  457.282  (m)         1500.27   (f) ADJ UNCH    2 0
 NM0729
 NM0729.Superseded values are not recommended for survey control.
 NM0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0729.See file dsdata.txt to determine how the superseded data were derived.
 NM0729
 NM0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM991690(NAD 83)
 NM0729_MARKER: DB = BENCH MARK DISK
 NM0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0729_STAMPING: K 240 1947
 NM0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0729+STABILITY: SURFACE MOTION
 NM0729
 NM0729  HISTORY     - Date     Condition        Report By
 NM0729  HISTORY     - 1947     MONUMENTED       CGS
 NM0729
 NM0729                          STATION DESCRIPTION
 NM0729
 NM0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0729'9.4 MI SW FROM WALTHILL.
 NM0729'2.2 MILES SOUTH, THENCE 5.2 MILES WEST ALONG STATE HIGHWAY
 NM0729'NO. 94 FROM THE RAILROAD STATION AT WALTHILL, THENCE NORTH
 NM0729'2.0 MILES ALONG A DIRT ROAD, AT A DIRT T-ROAD AND A SCHOOL,
 NM0729'1.0 MILE SOUTH OF BENCH MARK H 239, 36.5 FEET NORTHWEST OF THE
 NM0729'NORTHWEST CORNER OF THE SCHOOL, 21.6 FEET EAST OF THE CENTER
 NM0729'OF THE NORTH-SOUTH ROAD, 16.9 FEET SOUTH OF THE EXTENDED CENTER
 NM0729'OF THE ROAD LEADING WEST, 5.0 FEET SOUTH OF A FENCE CORNER
 NM0729'POST, 2.0 FEET WEST OF A WIRE FENCE, 2.0 FEET NORTH OF A
 NM0729'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0729'PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0297 ***********************************************************************
 MK0297  DESIGNATION -  K 241
 MK0297  PID         -  MK0297
 MK0297  STATE/COUNTY-  NE/BURT
 MK0297  USGS QUAD   -  BERTHA (1970)
 MK0297
 MK0297                         *CURRENT SURVEY CONTROL
 MK0297  ___________________________________________________________________
 MK0297* NAD 83(1986)-  41 53 11.     (N)    096 16 12.     (W)     SCALED    
 MK0297* NAVD 88     -       371.542  (meters)    1218.97   (feet)  ADJUSTED  
 MK0297  ___________________________________________________________________
 MK0297  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 MK0297  DYNAMIC HT  -         371.402 (meters)    1218.51  (feet)  COMP
 MK0297  MODELED GRAV-     980,234.3   (mgal)                       NAVD 88
 MK0297
 MK0297  VERT ORDER  -  SECOND    CLASS 0
 MK0297
 MK0297.The horizontal coordinates were scaled from a topographic map and have
 MK0297.an estimated accuracy of +/- 6 seconds.
 MK0297
 MK0297.The orthometric height was determined by differential leveling
 MK0297.and adjusted by the National Geodetic Survey in June 1991..
 MK0297
 MK0297.The geoid height was determined by GEOID03.
 MK0297
 MK0297.The dynamic height is computed by dividing the NAVD 88
 MK0297.geopotential number by the normal gravity value computed on the
 MK0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0297.degrees latitude (g = 980.6199 gals.).
 MK0297
 MK0297.The modeled gravity was interpolated from observed gravity values.
 MK0297
 MK0297;                    North         East    Units  Estimated Accuracy
 MK0297;SPC NE       -   234,620.      809,390.      MT  (+/- 180 meters Scaled)
 MK0297
 MK0297                          SUPERSEDED SURVEY CONTROL
 MK0297
 MK0297  NGVD 29 (??/??/92)  371.394  (m)         1218.48   (f) ADJ UNCH    2 0
 MK0297
 MK0297.Superseded values are not recommended for survey control.
 MK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0297.See file dsdata.txt to determine how the superseded data were derived.
 MK0297
 MK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM265407(NAD 83)
 MK0297_MARKER: DB = BENCH MARK DISK
 MK0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0297_STAMPING: K 241 1947
 MK0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0297+STABILITY: SURFACE MOTION
 MK0297
 MK0297  HISTORY     - Date     Condition        Report By
 MK0297  HISTORY     - 1947     MONUMENTED       CGS
 MK0297
 MK0297                          STATION DESCRIPTION
 MK0297
 MK0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0297'11.7 MI NE FROM CRAIG.
 MK0297'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73W FROM THE HIGH SCHOOL
 MK0297'AT CRAIG, THENCE 7.0 MILES NORTH AND 4.0 MILES EAST ALONG
 MK0297'GRAVEL ROADS, 4.0 MILES EAST OF THE BERTHA GENERAL STORE, 0.1
 MK0297'MILE WEST OF A STEEL BRIDGE OVER A CREEK, AT THE JUNCTION OF A
 MK0297'DIRT ROAD LEADING NORTH, 38.0 FEET SOUTH OF THE CENTER OF THE
 MK0297'EAST-WEST ROAD, 5.3 FEET SOUTH OF A FENCE CORNER POST, 5.0 FEET
 MK0297'EAST OF A POINT IN LINE WITH THE CENTER OF THE ROAD LEADING
 MK0297'NORTH, 2.0 FEET NORTH OF A REFERENCE POST, SET IN A CONCRETE
 MK0297'POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0166 ***********************************************************************
 MK0166  DESIGNATION -  K 242
 MK0166  PID         -  MK0166
 MK0166  STATE/COUNTY-  NE/BURT
 MK0166  USGS QUAD   -  TEKAMAH NW (1970)
 MK0166
 MK0166                         *CURRENT SURVEY CONTROL
 MK0166  ___________________________________________________________________
 MK0166* NAD 83(1986)-  41 56 45.     (N)    096 11 36.     (W)     SCALED    
 MK0166* NAVD 88     -       319.680  (meters)    1048.82   (feet)  ADJUSTED  
 MK0166  ___________________________________________________________________
 MK0166  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 MK0166  DYNAMIC HT  -         319.564 (meters)    1048.44  (feet)  COMP
 MK0166  MODELED GRAV-     980,250.2   (mgal)                       NAVD 88
 MK0166
 MK0166  VERT ORDER  -  SECOND    CLASS 0
 MK0166
 MK0166.The horizontal coordinates were scaled from a topographic map and have
 MK0166.an estimated accuracy of +/- 6 seconds.
 MK0166
 MK0166.The orthometric height was determined by differential leveling
 MK0166.and adjusted by the National Geodetic Survey in June 1991..
 MK0166
 MK0166.The geoid height was determined by GEOID03.
 MK0166
 MK0166.The dynamic height is computed by dividing the NAVD 88
 MK0166.geopotential number by the normal gravity value computed on the
 MK0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0166.degrees latitude (g = 980.6199 gals.).
 MK0166
 MK0166.The modeled gravity was interpolated from observed gravity values.
 MK0166
 MK0166;                    North         East    Units  Estimated Accuracy
 MK0166;SPC NE       -   241,490.      815,450.      MT  (+/- 180 meters Scaled)
 MK0166
 MK0166                          SUPERSEDED SURVEY CONTROL
 MK0166
 MK0166  NGVD 29 (??/??/92)  319.537  (m)         1048.35   (f) ADJ UNCH    2 0
 MK0166
 MK0166.Superseded values are not recommended for survey control.
 MK0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0166.See file dsdata.txt to determine how the superseded data were derived.
 MK0166
 MK0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM326475(NAD 83)
 MK0166_MARKER: DB = BENCH MARK DISK
 MK0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0166_STAMPING: K 242 1947
 MK0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0166+STABILITY: SURFACE MOTION
 MK0166
 MK0166  HISTORY     - Date     Condition        Report By
 MK0166  HISTORY     - 1947     MONUMENTED       CGS
 MK0166  HISTORY     - 1974     GOOD             LOCSUR
 MK0166
 MK0166                          STATION DESCRIPTION
 MK0166
 MK0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0166'6.8 MI SE FROM DECATUR.
 MK0166'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0166'AT DECATUR, THENCE 2.1 MILES EAST AND 2.75 MILES SOUTH AND
 MK0166'0.65 MILE EAST ALONG GRAVEL ROADS, AT THE RIGHT ANGLE TURN
 MK0166'TO THE SOUTH IN THE ROAD, ABOUT 70 FEET WEST OF THE WEST BANK
 MK0166'OF LAKE QUINNEBAUGH, 65.0 FEET NORTHWEST OF POWER LINE POLE
 MK0166'NO. C5 187, 33.0 FEET NORTHEAST OF THE CENTER OF THE ROAD,
 MK0166'4.5 FEET SOUTHEAST OF A TELEPHONE POLE, 2.5 FEET WEST OF A
 MK0166'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 MK0166'ELEVATION AS THE ROAD AND ABOUT FLUSH WITH THE TOP OF THE
 MK0166'GROUND.  NOTE-- 69 FT. SE OF LOST POWER POLE IN E-W-LINE.
 MK0166
 MK0166                          STATION RECOVERY (1974)
 MK0166
 MK0166'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0634 ***********************************************************************
 MK0634  DESIGNATION -  K 243
 MK0634  PID         -  MK0634
 MK0634  STATE/COUNTY-  NE/DOUGLAS
 MK0634  USGS QUAD   -  IRVINGTON (1984)
 MK0634
 MK0634                         *CURRENT SURVEY CONTROL
 MK0634  ___________________________________________________________________
 MK0634* NAD 83(1986)-  41 18 50.     (N)    096 04 02.     (W)     SCALED    
 MK0634* NAVD 88     -       374.899  (meters)    1229.98   (feet)  ADJUSTED  
 MK0634  ___________________________________________________________________
 MK0634  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MK0634  DYNAMIC HT  -         374.735 (meters)    1229.44  (feet)  COMP
 MK0634  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 MK0634
 MK0634  VERT ORDER  -  FIRST     CLASS II
 MK0634
 MK0634.The horizontal coordinates were scaled from a topographic map and have
 MK0634.an estimated accuracy of +/- 6 seconds.
 MK0634
 MK0634.The orthometric height was determined by differential leveling
 MK0634.and adjusted by the National Geodetic Survey in June 1991..
 MK0634
 MK0634.The geoid height was determined by GEOID03.
 MK0634
 MK0634.The dynamic height is computed by dividing the NAVD 88
 MK0634.geopotential number by the normal gravity value computed on the
 MK0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0634.degrees latitude (g = 980.6199 gals.).
 MK0634
 MK0634.The modeled gravity was interpolated from observed gravity values.
 MK0634
 MK0634;                    North         East    Units  Estimated Accuracy
 MK0634;SPC NE       -   171,870.      829,090.      MT  (+/- 180 meters Scaled)
 MK0634
 MK0634                          SUPERSEDED SURVEY CONTROL
 MK0634
 MK0634  NGVD 29 (??/??/92)  374.778  (m)         1229.58   (f) ADJ UNCH    1 2
 MK0634
 MK0634.Superseded values are not recommended for survey control.
 MK0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0634.See file dsdata.txt to determine how the superseded data were derived.
 MK0634
 MK0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL454777(NAD 83)
 MK0634_MARKER: DB = BENCH MARK DISK
 MK0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0634_SP_SET: CONCRETE POST
 MK0634_STAMPING: K 243 1947
 MK0634_MARK LOGO: CGS   
 MK0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0634+STABILITY: SURFACE MOTION
 MK0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0634+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 MK0634
 MK0634  HISTORY     - Date     Condition        Report By
 MK0634  HISTORY     - 1947     MONUMENTED       CGS
 MK0634  HISTORY     - 1976     GOOD             LOCSUR
 MK0634  HISTORY     - 19890815 GOOD             NGS
 MK0634
 MK0634                          STATION DESCRIPTION
 MK0634
 MK0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0634'1.4 MI W FROM IRVINGTON.
 MK0634'0.6 MILE SOUTH ALONG AN OILED ROAD FROM THE POST OFFICE AT
 MK0634'IRVINGTON, THENCE 0.85 MILE WEST ALONG STATE HIGHWAY NO. 8, AT
 MK0634'THE WEST END OF A SHARP CURVE IN THE HIGHWAY, 137.0 FEET WEST OF
 MK0634'THE INTERSECTION OF THE CENTER LINES OF THE HIGHWAY AND A GRAVEL
 MK0634'ROAD LEADING SOUTH, 37.0 FEET WEST OF THE CENTER OF A PRIVATE
 MK0634'DRIVE-WAY LEADING NORTH TO A FARM HOUSE, 24.0 FEET NORTH OF THE
 MK0634'CENTER OF THE HIGHWAY, 18.0 FEET SOUTHEAST OF A 1 1/2-FOOT
 MK0634'BOXELDER TREE, 9.0 FEET EAST OF THE CENTER OF A GATE ENTRANCE
 MK0634'TO THE FARM YARD, 1.5 FOOT SOUTH OF THE FARM YARD FENCE, 1.5
 MK0634'FOOT EAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 MK0634'2 FEET BELOW THE HIGHWAY AND PROJECTING 0.3 FOOT.
 MK0634
 MK0634                          STATION RECOVERY (1976)
 MK0634
 MK0634'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0634'RECOVERED IN GOOD CONDITION.
 MK0634
 MK0634                          STATION RECOVERY (1989)
 MK0634
 MK0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0634'IN OMAHA, AT THE INTERSECTION OF MILITARY ROAD AND 99TH STREET, 42.1
 MK0634'M (138.1 FT) WEST OF THE EXTENDED CENTER OF THE STREET, 20.9 M (68.6
 MK0634'FT) EAST OF THE CENTER OF A DRIVEWAY, 9.1 M (29.9 FT) NORTH OF THE
 MK0634'CENTERLINE OF THE ROAD, 7.3 M (24.0 FT) WEST OF A UTILITY POLE, 0.3 M
 MK0634'(1.0 FT) BELOW THE LEVEL OF THE ROAD, 0.2 M (0.7 FT) SOUTH A WITNESS
 MK0634'POST, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE
 MK0634'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0144 ***********************************************************************
 MK0144  DESIGNATION -  K 244
 MK0144  PID         -  MK0144
 MK0144  STATE/COUNTY-  NE/WASHINGTON
 MK0144  USGS QUAD   -  HERMAN (1970)
 MK0144
 MK0144                         *CURRENT SURVEY CONTROL
 MK0144  ___________________________________________________________________
 MK0144* NAD 83(1986)-  41 40 06.     (N)    096 09 15.     (W)     SCALED    
 MK0144* NAVD 88     -       309.953  (meters)    1016.90   (feet)  ADJUSTED  
 MK0144  ___________________________________________________________________
 MK0144  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 MK0144  DYNAMIC HT  -         309.823 (meters)    1016.48  (feet)  COMP
 MK0144  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 MK0144
 MK0144  VERT ORDER  -  SECOND    CLASS 0
 MK0144
 MK0144.The horizontal coordinates were scaled from a topographic map and have
 MK0144.an estimated accuracy of +/- 6 seconds.
 MK0144
 MK0144.The orthometric height was determined by differential leveling
 MK0144.and adjusted by the National Geodetic Survey in June 1991..
 MK0144
 MK0144.The geoid height was determined by GEOID03.
 MK0144
 MK0144.The dynamic height is computed by dividing the NAVD 88
 MK0144.geopotential number by the normal gravity value computed on the
 MK0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0144.degrees latitude (g = 980.6199 gals.).
 MK0144
 MK0144.The modeled gravity was interpolated from observed gravity values.
 MK0144
 MK0144;                    North         East    Units  Estimated Accuracy
 MK0144;SPC NE       -   210,850.      820,070.      MT  (+/- 180 meters Scaled)
 MK0144
 MK0144                          SUPERSEDED SURVEY CONTROL
 MK0144
 MK0144  NGVD 29 (??/??/92)  309.812  (m)         1016.44   (f) ADJ UNCH    2 0
 MK0144
 MK0144.Superseded values are not recommended for survey control.
 MK0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0144.See file dsdata.txt to determine how the superseded data were derived.
 MK0144
 MK0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM369168(NAD 83)
 MK0144_MARKER: DB = BENCH MARK DISK
 MK0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0144_STAMPING: K 244 1947
 MK0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0144+STABILITY: SURFACE MOTION
 MK0144
 MK0144  HISTORY     - Date     Condition        Report By
 MK0144  HISTORY     - 1947     MONUMENTED       CGS
 MK0144  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0144
 MK0144                          STATION DESCRIPTION
 MK0144
 MK0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0144'4.1 MI E FROM HERMAN.
 MK0144'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST
 MK0144'OFFICE AT HERMAN, THENCE 2.7 MILES EAST ALONG A GRAVEL ROAD AND
 MK0144'0.5 MILE NORTH ALONG A DIRT ROAD, 34.0 FEET EAST OF THE CENTER
 MK0144'OF THE ROAD, 9.5 FEET SOUTHWEST OF THE MOST EASTERLY POLE AND
 MK0144'8.0 FEET SOUTH OF THE MOST WESTERLY POLE OF A DOUBLE POLE TYPE
 MK0144'OF POWER LINE SUPPORT, 1.5 FOOT NORTH OF A REFERENCE POST, SET
 MK0144'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 MK0144'PROJECTING 0.2 FOOT.
 MK0144
 MK0144                          STATION RECOVERY (1974)
 MK0144
 MK0144'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0363 ***********************************************************************
 MK0363  DESIGNATION -  K 245
 MK0363  PID         -  MK0363
 MK0363  STATE/COUNTY-  NE/BURT
 MK0363  USGS QUAD   -  TEKAMAH (1983)
 MK0363
 MK0363                         *CURRENT SURVEY CONTROL
 MK0363  ___________________________________________________________________
 MK0363* NAD 83(1986)-  41 46 12.     (N)    096 13 22.     (W)     SCALED    
 MK0363* NAVD 88     -       321.731  (meters)    1055.55   (feet)  ADJUSTED  
 MK0363  ___________________________________________________________________
 MK0363  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 MK0363  DYNAMIC HT  -         321.606 (meters)    1055.14  (feet)  COMP
 MK0363  MODELED GRAV-     980,223.3   (mgal)                       NAVD 88
 MK0363
 MK0363  VERT ORDER  -  SECOND    CLASS 0
 MK0363
 MK0363.The horizontal coordinates were scaled from a topographic map and have
 MK0363.an estimated accuracy of +/- 6 seconds.
 MK0363
 MK0363.The orthometric height was determined by differential leveling
 MK0363.and adjusted by the National Geodetic Survey in June 1991..
 MK0363
 MK0363.The geoid height was determined by GEOID03.
 MK0363
 MK0363.The dynamic height is computed by dividing the NAVD 88
 MK0363.geopotential number by the normal gravity value computed on the
 MK0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0363.degrees latitude (g = 980.6199 gals.).
 MK0363
 MK0363.The modeled gravity was interpolated from observed gravity values.
 MK0363
 MK0363;                    North         East    Units  Estimated Accuracy
 MK0363;SPC NE       -   221,880.      813,870.      MT  (+/- 180 meters Scaled)
 MK0363
 MK0363                          SUPERSEDED SURVEY CONTROL
 MK0363
 MK0363  NGVD 29 (??/??/92)  321.595  (m)         1055.10   (f) ADJ UNCH    2 0
 MK0363
 MK0363.Superseded values are not recommended for survey control.
 MK0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0363.See file dsdata.txt to determine how the superseded data were derived.
 MK0363
 MK0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM308279(NAD 83)
 MK0363_MARKER: DB = BENCH MARK DISK
 MK0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0363_STAMPING: K 245 1947
 MK0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0363+STABILITY: SURFACE MOTION
 MK0363
 MK0363  HISTORY     - Date     Condition        Report By
 MK0363  HISTORY     - 1947     MONUMENTED       CGS
 MK0363  HISTORY     - 1968     GOOD             NGS
 MK0363
 MK0363                          STATION DESCRIPTION
 MK0363
 MK0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0363'AT TEKAMAH.
 MK0363'AT TEKAMAH, AT THE SOUTH END OF THE CHICAGO, ST. PAUL, MINNEAPOLIS
 MK0363'AND OMAHA RAILWAY STATION, 23.3 FEET EAST OF THE EAST RAIL OF
 MK0363'THE MAIN TRACK, 19.1 FEET WEST OF THE SOUTHEAST CORNER OF AND
 MK0363'5.0 FEET EAST OF THE SOUTHWEST CORNER OF THE STATION, 1.0 FOOT
 MK0363'SOUTH OF THE SOUTH WALL OF THE STATION, 0.7 FOOT SOUTH OF A
 MK0363'REFERENCE POST, SET IN A CONCRETE POST ABOUT FLUSH WITH THE
 MK0363'TOP OF THE GROUND.
 MK0363
 MK0363                          STATION RECOVERY (1968)
 MK0363
 MK0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MK0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0583 ***********************************************************************
 NM0583  DESIGNATION -  K 246
 NM0583  PID         -  NM0583
 NM0583  STATE/COUNTY-  NE/CUMING
 NM0583  USGS QUAD   -  PENDER (1966)
 NM0583
 NM0583                         *CURRENT SURVEY CONTROL
 NM0583  ___________________________________________________________________
 NM0583* NAD 83(1986)-  42 03 21.     (N)    096 37 58.     (W)     SCALED    
 NM0583* NAVD 88     -       397.910  (meters)    1305.48   (feet)  ADJUSTED  
 NM0583  ___________________________________________________________________
 NM0583  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 NM0583  DYNAMIC HT  -         397.767 (meters)    1305.01  (feet)  COMP
 NM0583  MODELED GRAV-     980,249.1   (mgal)                       NAVD 88
 NM0583
 NM0583  VERT ORDER  -  SECOND    CLASS 0
 NM0583
 NM0583.The horizontal coordinates were scaled from a topographic map and have
 NM0583.an estimated accuracy of +/- 6 seconds.
 NM0583
 NM0583.The orthometric height was determined by differential leveling
 NM0583.and adjusted by the National Geodetic Survey in June 1991..
 NM0583
 NM0583.The geoid height was determined by GEOID03.
 NM0583
 NM0583.The dynamic height is computed by dividing the NAVD 88
 NM0583.geopotential number by the normal gravity value computed on the
 NM0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0583.degrees latitude (g = 980.6199 gals.).
 NM0583
 NM0583.The modeled gravity was interpolated from observed gravity values.
 NM0583
 NM0583;                    North         East    Units  Estimated Accuracy
 NM0583;SPC NE       -   252,180.      778,580.      MT  (+/- 180 meters Scaled)
 NM0583
 NM0583                          SUPERSEDED SURVEY CONTROL
 NM0583
 NM0583  NGVD 29 (??/??/92)  397.754  (m)         1304.96   (f) ADJ UNCH    2 0
 NM0583
 NM0583.Superseded values are not recommended for survey control.
 NM0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0583.See file dsdata.txt to determine how the superseded data were derived.
 NM0583
 NM0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM958586(NAD 83)
 NM0583_MARKER: DB = BENCH MARK DISK
 NM0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0583_STAMPING: K 246 1947
 NM0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0583+STABILITY: SURFACE MOTION
 NM0583
 NM0583  HISTORY     - Date     Condition        Report By
 NM0583  HISTORY     - 1947     MONUMENTED       CGS
 NM0583
 NM0583                          STATION DESCRIPTION
 NM0583
 NM0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0583'4.2 MI NW FROM BANCROFT.
 NM0583'4.2 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0583'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION AT
 NM0583'BANCROFT, DIRECTLY ACROSS THE TRACK AND THE HIGHWAY FROM MILE
 NM0583'POST SU.C. 47, 133.0 FEET NORTHEAST OF AND ACROSS THE HIGHWAY
 NM0583'FROM THE NORTHEAST RAIL OF THE TRACK, 50.0 FEET NORTHEAST OF
 NM0583'THE CENTER OF THE HIGHWAY, 30.0 FEET EAST OF THE CENTER OF
 NM0583'A NORTH-SOUTH DIRT ROAD, 23.0 FEET NORTH OF A FENCE CORNER POST,
 NM0583'22.0 FEET NORTH OF A POWER LINE POLE WHICH IS THE CROSSING OF
 NM0583'TWO POWER LINES, 0.7 FOOT WEST OF THE EAST RIGHT OF WAY FENCE,
 NM0583'1.5 FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE POST
 NM0583'ABOUT THE SAME ELEVATION AS THE ROAD AND THE HIGHWAY AND PROJECTING
 NM0583'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0435 ***********************************************************************
 MK0435  DESIGNATION -  K 247 RESET
 MK0435  PID         -  MK0435
 MK0435  STATE/COUNTY-  NE/WASHINGTON
 MK0435  USGS QUAD   -  NICKERSON (1966)
 MK0435
 MK0435                         *CURRENT SURVEY CONTROL
 MK0435  ___________________________________________________________________
 MK0435* NAD 83(1986)-  41 32 17.     (N)    096 22 44.     (W)     SCALED    
 MK0435* NAVD 88     -       393.43   (meters)    1290.8    (feet)  RESET     
 MK0435  ___________________________________________________________________
 MK0435  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 MK0435
 MK0435  VERT ORDER  -  THIRD
 MK0435
 MK0435.The horizontal coordinates were scaled from a topographic map and have
 MK0435.an estimated accuracy of +/- 6 seconds.
 MK0435
 MK0435.The orthometric height was computed from unverified reset data.
 MK0435.No vertical observational check was made to the station.
 MK0435
 MK0435.The geoid height was determined by GEOID03.
 MK0435
 MK0435;                    North         East    Units  Estimated Accuracy
 MK0435;SPC NE       -   195,590.      801,980.      MT  (+/- 180 meters Scaled)
 MK0435
 MK0435                          SUPERSEDED SURVEY CONTROL
 MK0435
 MK0435  NGVD 29 (??/??/??)  393.29   (m)         1290.3    (f) RESET       3  
 MK0435
 MK0435.Superseded values are not recommended for survey control.
 MK0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0435.See file dsdata.txt to determine how the superseded data were derived.
 MK0435
 MK0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM186018(NAD 83)
 MK0435_MARKER: DB = BENCH MARK DISK
 MK0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0435_STAMPING: K 247 1947 RESET 1964
 MK0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0435+STABILITY: SURFACE MOTION
 MK0435
 MK0435  HISTORY     - Date     Condition        Report By
 MK0435  HISTORY     - 1964     MONUMENTED       BOR
 MK0435
 MK0435                          STATION DESCRIPTION
 MK0435
 MK0435'DESCRIBED BY US BUREAU OF RECLAMATION 1964
 MK0435'2.8 MI E FROM FONTANELLE.
 MK0435'ABOUT 0.15 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 MK0435'FONTANELLE, THENCE 2.65 MILES EAST ALONG STATE HIGHWAY 91, AT
 MK0435'THE TOP OF A HILL, 43 FEET NORTH AND 3.0 FEET EAST OF THE
 MK0435'NORTHWEST CORNER OF A LARGE BARN, 26 FEET SOUTH AND 11 FEET WEST
 MK0435'OF THE ORIGINAL BENCH MARK LOCATION, AND SET IN THE TOP OF A
 MK0435'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0540 ***********************************************************************
 NM0540  DESIGNATION -  K 248
 NM0540  PID         -  NM0540
 NM0540  STATE/COUNTY-  NE/THURSTON
 NM0540  USGS QUAD   -  WALTHILL SW (1966)
 NM0540
 NM0540                         *CURRENT SURVEY CONTROL
 NM0540  ___________________________________________________________________
 NM0540* NAD 83(1986)-  42 02 46.     (N)    096 24 17.     (W)     SCALED    
 NM0540* NAVD 88     -       398.334  (meters)    1306.87   (feet)  ADJUSTED  
 NM0540  ___________________________________________________________________
 NM0540  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 NM0540  DYNAMIC HT  -         398.192 (meters)    1306.40  (feet)  COMP
 NM0540  MODELED GRAV-     980,255.0   (mgal)                       NAVD 88
 NM0540
 NM0540  VERT ORDER  -  SECOND    CLASS 0
 NM0540
 NM0540.The horizontal coordinates were scaled from a topographic map and have
 NM0540.an estimated accuracy of +/- 6 seconds.
 NM0540
 NM0540.The orthometric height was determined by differential leveling
 NM0540.and adjusted by the National Geodetic Survey in June 1991..
 NM0540
 NM0540.The geoid height was determined by GEOID03.
 NM0540
 NM0540.The dynamic height is computed by dividing the NAVD 88
 NM0540.geopotential number by the normal gravity value computed on the
 NM0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0540.degrees latitude (g = 980.6199 gals.).
 NM0540
 NM0540.The modeled gravity was interpolated from observed gravity values.
 NM0540
 NM0540;                    North         East    Units  Estimated Accuracy
 NM0540;SPC NE       -   251,860.      797,480.      MT  (+/- 180 meters Scaled)
 NM0540
 NM0540                          SUPERSEDED SURVEY CONTROL
 NM0540
 NM0540  NGVD 29 (??/??/92)  398.185  (m)         1306.38   (f) ADJ UNCH    2 0
 NM0540
 NM0540.Superseded values are not recommended for survey control.
 NM0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0540.See file dsdata.txt to determine how the superseded data were derived.
 NM0540
 NM0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM147581(NAD 83)
 NM0540_MARKER: DB = BENCH MARK DISK
 NM0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0540_STAMPING: K 248 1947
 NM0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0540+STABILITY: SURFACE MOTION
 NM0540
 NM0540  HISTORY     - Date     Condition        Report By
 NM0540  HISTORY     - 1947     MONUMENTED       CGS
 NM0540  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0540
 NM0540                          STATION DESCRIPTION
 NM0540
 NM0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0540'6 MI SE FROM ROSALIE.
 NM0540'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0540'THENCE EAST 5.5 MILES ALONG A DIRT AND GRAVEL ROAD, AT A DIRT
 NM0540'CROSS ROAD AND THE DISTRICT NO. 22 SCHOOL, 80.2 FEET NORTH OF
 NM0540'A POWER POLE, 50.8 FEET NORTH OF THE CENTER OF THE EAST-WEST
 NM0540'ROAD, 47.5 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL
 NM0540'YARD, 18.7 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 NM0540'16.4 FEET NORTH OF A FENCE CORNER POST, 1.0 FOOT WEST OF A WIRE
 NM0540'FENCE, 2.0 FEET SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN
 NM0540'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 NM0540'NOTE-- PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 NM0540
 NM0540                          STATION RECOVERY (1965)
 NM0540
 NM0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0269 ***********************************************************************
 LH0269  DESIGNATION -  K 249
 LH0269  PID         -  LH0269
 LH0269  STATE/COUNTY-  NE/WEBSTER
 LH0269  USGS QUAD   -  BLUE HILL (1969)
 LH0269
 LH0269                         *CURRENT SURVEY CONTROL
 LH0269  ___________________________________________________________________
 LH0269* NAD 83(1986)-  40 19 44.     (N)    098 27 00.     (W)     SCALED    
 LH0269* NAVD 88     -       603.393  (meters)    1979.63   (feet)  ADJUSTED  
 LH0269  ___________________________________________________________________
 LH0269  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 LH0269  DYNAMIC HT  -         603.036 (meters)    1978.46  (feet)  COMP
 LH0269  MODELED GRAV-     980,013.0   (mgal)                       NAVD 88
 LH0269
 LH0269  VERT ORDER  -  FIRST     CLASS II
 LH0269
 LH0269.The horizontal coordinates were scaled from a topographic map and have
 LH0269.an estimated accuracy of +/- 6 seconds.
 LH0269
 LH0269.The orthometric height was determined by differential leveling
 LH0269.and adjusted by the National Geodetic Survey in June 1991..
 LH0269
 LH0269.The geoid height was determined by GEOID03.
 LH0269
 LH0269.The dynamic height is computed by dividing the NAVD 88
 LH0269.geopotential number by the normal gravity value computed on the
 LH0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0269.degrees latitude (g = 980.6199 gals.).
 LH0269
 LH0269.The modeled gravity was interpolated from observed gravity values.
 LH0269
 LH0269;                    North         East    Units  Estimated Accuracy
 LH0269;SPC NE       -    56,200.      631,700.      MT  (+/- 180 meters Scaled)
 LH0269
 LH0269                          SUPERSEDED SURVEY CONTROL
 LH0269
 LH0269  NGVD 29 (??/??/92)  603.165  (m)         1978.88   (f) ADJ UNCH    1 2
 LH0269
 LH0269.Superseded values are not recommended for survey control.
 LH0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0269.See file dsdata.txt to determine how the superseded data were derived.
 LH0269
 LH0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK467644(NAD 83)
 LH0269_MARKER: DB = BENCH MARK DISK
 LH0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0269_SP_SET: WALL
 LH0269_STAMPING: K 249 1947
 LH0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0269
 LH0269  HISTORY     - Date     Condition        Report By
 LH0269  HISTORY     - 1947     MONUMENTED       CGS
 LH0269  HISTORY     - 1981     GOOD             NGS
 LH0269
 LH0269                          STATION DESCRIPTION
 LH0269
 LH0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0269'AT BLUE HILL.
 LH0269'AT BLUE HILL, IN THE WEST WALL OF THE PUBLIC SCHOOL BUILDING,
 LH0269'0.7 FOOT SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, SET
 LH0269'VERTICALLY IN A DRILL HOLE IN A BRICK WALL 3.1 FEET ABOVE THE
 LH0269'SURFACE OF THE GROUND.
 LH0269
 LH0269                          STATION RECOVERY (1981)
 LH0269
 LH0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0269'THE SCHOOL BUILDING NOW HOUSES THE ELEMENTARY GRADES ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0038 ***********************************************************************
 LJ0038  DESIGNATION -  K 25
 LJ0038  PID         -  LJ0038
 LJ0038  STATE/COUNTY-  NE/FURNAS
 LJ0038  USGS QUAD   -  HOLBROOK (1958)
 LJ0038
 LJ0038                         *CURRENT SURVEY CONTROL
 LJ0038  ___________________________________________________________________
 LJ0038* NAD 83(1986)-  40 17 44.     (N)    100 03 43.     (W)     SCALED    
 LJ0038* NAVD 88     -       676.191  (meters)    2218.47   (feet)  ADJUSTED  
 LJ0038  ___________________________________________________________________
 LJ0038  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 LJ0038  DYNAMIC HT  -         675.762 (meters)    2217.06  (feet)  COMP
 LJ0038  MODELED GRAV-     979,968.8   (mgal)                       NAVD 88
 LJ0038
 LJ0038  VERT ORDER  -  FIRST     CLASS II
 LJ0038
 LJ0038.The horizontal coordinates were scaled from a topographic map and have
 LJ0038.an estimated accuracy of +/- 6 seconds.
 LJ0038
 LJ0038.The orthometric height was determined by differential leveling
 LJ0038.and adjusted by the National Geodetic Survey in June 1991..
 LJ0038
 LJ0038.The geoid height was determined by GEOID03.
 LJ0038
 LJ0038.The dynamic height is computed by dividing the NAVD 88
 LJ0038.geopotential number by the normal gravity value computed on the
 LJ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0038.degrees latitude (g = 980.6199 gals.).
 LJ0038
 LJ0038.The modeled gravity was interpolated from observed gravity values.
 LJ0038
 LJ0038;                    North         East    Units  Estimated Accuracy
 LJ0038;SPC NE       -    51,320.      494,730.      MT  (+/- 180 meters Scaled)
 LJ0038
 LJ0038                          SUPERSEDED SURVEY CONTROL
 LJ0038
 LJ0038  NGVD 29 (??/??/92)  675.901  (m)         2217.52   (f) ADJ UNCH    1 2
 LJ0038
 LJ0038.Superseded values are not recommended for survey control.
 LJ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0038.See file dsdata.txt to determine how the superseded data were derived.
 LJ0038
 LJ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK097611(NAD 83)
 LJ0038_MARKER: DB = BENCH MARK DISK
 LJ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0038_STAMPING: 2217.519 K 25 1933
 LJ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0038+STABILITY: SURFACE MOTION
 LJ0038
 LJ0038  HISTORY     - Date     Condition        Report By
 LJ0038  HISTORY     - 1933     MONUMENTED       CGS
 LJ0038  HISTORY     - 1958     MARK NOT FOUND   USGS
 LJ0038
 LJ0038                          STATION DESCRIPTION
 LJ0038
 LJ0038'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LJ0038'2.7 MI W FROM HOLBROOK.
 LJ0038'2.7 MILES WEST ALONG THE ABANDONED CHICAGO, BURLINGTON AND
 LJ0038'QUINCY RAILROAD FROM THE STATION AT HOLBROOK, FURNAS COUNTY,
 LJ0038'21 FEET WEST OF MILEPOST 257, ABOUT 1500 FEET SOUTH OF THE
 LJ0038'PRESENT MAIN TRACK, AT A FARM ROAD CROSSIN, 43 FEET SOUTH OF
 LJ0038'THE SOUTH RAIL, AND 19 FEET EAST OF THE ROAD.  A STANDARD DISK,
 LJ0038'STAMPED K 25 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LJ0038'6 INCHES ABOVE GROUND.  NOW STAMPED 2217.519 K 25 1933.
 LJ0038'NOTE-- THE AREA IS NOW UNDER CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0263 ***********************************************************************
 LH0263  DESIGNATION -  K 250
 LH0263  PID         -  LH0263
 LH0263  STATE/COUNTY-  NE/WEBSTER
 LH0263  USGS QUAD   -  BLUE HILL (1969)
 LH0263
 LH0263                         *CURRENT SURVEY CONTROL
 LH0263  ___________________________________________________________________
 LH0263* NAD 83(1986)-  40 17 30.     (N)    098 28 35.     (W)     SCALED    
 LH0263* NAVD 88     -       610.466  (meters)    2002.84   (feet)  ADJUSTED  
 LH0263  ___________________________________________________________________
 LH0263  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 LH0263  DYNAMIC HT  -         610.098 (meters)    2001.63  (feet)  COMP
 LH0263  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 LH0263
 LH0263  VERT ORDER  -  FIRST     CLASS II
 LH0263
 LH0263.The horizontal coordinates were scaled from a topographic map and have
 LH0263.an estimated accuracy of +/- 6 seconds.
 LH0263
 LH0263.The orthometric height was determined by differential leveling
 LH0263.and adjusted by the National Geodetic Survey in June 1991..
 LH0263
 LH0263.The geoid height was determined by GEOID03.
 LH0263
 LH0263.The dynamic height is computed by dividing the NAVD 88
 LH0263.geopotential number by the normal gravity value computed on the
 LH0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0263.degrees latitude (g = 980.6199 gals.).
 LH0263
 LH0263.The modeled gravity was interpolated from observed gravity values.
 LH0263
 LH0263;                    North         East    Units  Estimated Accuracy
 LH0263;SPC NE       -    52,030.      629,530.      MT  (+/- 180 meters Scaled)
 LH0263
 LH0263                          SUPERSEDED SURVEY CONTROL
 LH0263
 LH0263  NGVD 29 (??/??/92)  610.235  (m)         2002.08   (f) ADJ UNCH    1 2
 LH0263
 LH0263.Superseded values are not recommended for survey control.
 LH0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0263.See file dsdata.txt to determine how the superseded data were derived.
 LH0263
 LH0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK445602(NAD 83)
 LH0263_MARKER: DB = BENCH MARK DISK
 LH0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0263_SP_SET: CULVERT
 LH0263_STAMPING: K 250 1947
 LH0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0263
 LH0263  HISTORY     - Date     Condition        Report By
 LH0263  HISTORY     - 1947     MONUMENTED       CGS
 LH0263
 LH0263                          STATION DESCRIPTION
 LH0263
 LH0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0263'5.1 MI SW FROM BLUE HILL.
 LH0263'0.4 MILE EAST ALONG A PAVED STREET FROM THE CHICAGO, BURLINGTON
 LH0263'AND QUINCY RAILWAY STATION AT BLUE HILL, THENCE 3.0 MILES
 LH0263'SOUTH ALONG U.S. HIGHWAY 281, THENCE 1.7 MILES WEST ALONG U.S.
 LH0263'HIGHWAY 281 AND STATE HIGHWAY 4, 33.0 FEET SOUTH OF AND 8 FEET
 LH0263'LOWER THAN THE CENTER LINE OF THE HIGHWAY, SET IN A DRILL
 LH0263'HOLE IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 4-FOOT
 LH0263'BY 6-FOOT CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0264 ***********************************************************************
 LH0264  DESIGNATION -  K 250 RESET
 LH0264  PID         -  LH0264
 LH0264  STATE/COUNTY-  NE/WEBSTER
 LH0264  USGS QUAD   -  BLUE HILL (1969)
 LH0264
 LH0264                         *CURRENT SURVEY CONTROL
 LH0264  ___________________________________________________________________
 LH0264* NAD 83(1986)-  40 17 31.     (N)    098 28 36.     (W)     SCALED    
 LH0264* NAVD 88     -       610.73   (meters)    2003.7    (feet)  RESET     
 LH0264  ___________________________________________________________________
 LH0264  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 LH0264
 LH0264  VERT ORDER  -  THIRD
 LH0264
 LH0264.The horizontal coordinates were scaled from a topographic map and have
 LH0264.an estimated accuracy of +/- 6 seconds.
 LH0264
 LH0264.The orthometric height was computed from unverified reset data.
 LH0264
 LH0264.The geoid height was determined by GEOID03.
 LH0264
 LH0264;                    North         East    Units  Estimated Accuracy
 LH0264;SPC NE       -    52,060.      629,510.      MT  (+/- 180 meters Scaled)
 LH0264
 LH0264                          SUPERSEDED SURVEY CONTROL
 LH0264
 LH0264  NGVD 29 (??/??/??)  610.50   (m)         2002.9    (f) RESET       3  
 LH0264
 LH0264.Superseded values are not recommended for survey control.
 LH0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0264.See file dsdata.txt to determine how the superseded data were derived.
 LH0264
 LH0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK444602(NAD 83)
 LH0264_MARKER: DB = BENCH MARK DISK
 LH0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0264_SP_SET: CULVERT
 LH0264_STAMPING: K 250 1947 RESET 1962
 LH0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0264
 LH0264  HISTORY     - Date     Condition        Report By
 LH0264  HISTORY     - 1962     MONUMENTED       CGS
 LH0264  HISTORY     - 1981     GOOD             NGS
 LH0264
 LH0264                          STATION DESCRIPTION
 LH0264
 LH0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LH0264'5.1 MI SW FROM BLUE HILL.
 LH0264'0.4 MILE EAST ALONG A PAVED STREET FROM THE CHICAGO, BURLINGTON
 LH0264'AND QUINCY RAILROAD STATION AT BLUE HILL, WEBSTER COUNTY, THENCE
 LH0264'3.0 MILES SOUTH ALONG U.S. HIGHWAY 281, AND THENCE 1.7 MILES
 LH0264'WEST ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY 4, AT A 4- BY
 LH0264'6-FOOT CONCRETE BOX CULVERT, AND SET IN THE TOP OF THE EAST
 LH0264'END OF THE SOUTH HEADWALL, 46 FEET SOUTH OF THE CENTER OF THE
 LH0264'HIGHWAY AND ABOUT 8 FEET LOWER THAN THE HIGHWAY.  ALSO, 1.1
 LH0264'MILES WEST ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY 4 FROM A POINT
 LH0264'WHERE THE BURLINGTON, CHICAGO AND QUINCY RAILROAD CROSSES
 LH0264'THE HIGHWAY, AND BENCH MARK N 249 1947.
 LH0264
 LH0264                          STATION RECOVERY (1981)
 LH0264
 LH0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0914 ***********************************************************************
 MJ0914  DESIGNATION -  K 253
 MJ0914  PID         -  MJ0914
 MJ0914  STATE/COUNTY-  NE/DOUGLAS
 MJ0914  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0914
 MJ0914                         *CURRENT SURVEY CONTROL
 MJ0914  ___________________________________________________________________
 MJ0914* NAD 83(1986)-  41 17 56.     (N)    095 56 11.     (W)     SCALED    
 MJ0914* NAVD 88     -       299.317  (meters)     982.01   (feet)  ADJUSTED  
 MJ0914  ___________________________________________________________________
 MJ0914  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 MJ0914  DYNAMIC HT  -         299.191 (meters)     981.60  (feet)  COMP
 MJ0914  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 MJ0914
 MJ0914  VERT ORDER  -  FIRST     CLASS II
 MJ0914
 MJ0914.The horizontal coordinates were scaled from a topographic map and have
 MJ0914.an estimated accuracy of +/- 6 seconds.
 MJ0914
 MJ0914.The orthometric height was determined by differential leveling
 MJ0914.and adjusted by the National Geodetic Survey in June 1991..
 MJ0914.WARNING-Repeat measurements at this control monument indicate possible
 MJ0914.vertical movement.
 MJ0914
 MJ0914.The geoid height was determined by GEOID03.
 MJ0914
 MJ0914.The dynamic height is computed by dividing the NAVD 88
 MJ0914.geopotential number by the normal gravity value computed on the
 MJ0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0914.degrees latitude (g = 980.6199 gals.).
 MJ0914
 MJ0914.The modeled gravity was interpolated from observed gravity values.
 MJ0914
 MJ0914;                    North         East    Units  Estimated Accuracy
 MJ0914;SPC NE       -   170,710.      840,100.      MT  (+/- 180 meters Scaled)
 MJ0914
 MJ0914                          SUPERSEDED SURVEY CONTROL
 MJ0914
 MJ0914  NGVD 29 (??/??/92)  299.264  (m)          981.84   (f) ADJ UNCH    1 2
 MJ0914
 MJ0914.Superseded values are not recommended for survey control.
 MJ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0914.See file dsdata.txt to determine how the superseded data were derived.
 MJ0914
 MJ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF541760(NAD 83)
 MJ0914_MARKER: DB = BENCH MARK DISK
 MJ0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0914_SP_SET: CONCRETE POST
 MJ0914_STAMPING: K 253 1947
 MJ0914_MARK LOGO: CGS   
 MJ0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0914+STABILITY: SURFACE MOTION
 MJ0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0914+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1989
 MJ0914
 MJ0914  HISTORY     - Date     Condition        Report By
 MJ0914  HISTORY     - 1947     MONUMENTED       CGS
 MJ0914  HISTORY     - 1976     GOOD             LOCSUR
 MJ0914  HISTORY     - 19890823 GOOD             NGS
 MJ0914
 MJ0914                          STATION DESCRIPTION
 MJ0914
 MJ0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0914'AT OMAHA.
 MJ0914'AT OMAHA, ABOUT 80 YARDS SOUTHEAST OF THE INTERSECTION OF AMES
 MJ0914'AVENUE AND SIXTEENTH STREET, IN THE NORTHWEST CORNER OF BOYD
 MJ0914'PARK, 107.5 FEET EAST OF THE EAST CURB OF SIXTEENTH STREET,
 MJ0914'51.7 FEET SOUTHWEST OF A FENCE CORNER AT THE SOUTHWEST CORNER OF
 MJ0914'A GARDEN, 40.4 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ALLEY,
 MJ0914'BETWEEN TWO SMALL ASH TREES, IN LINE WITH A ROW OF SMALL TREES,
 MJ0914'24.8 FEET SOUTH OF A SMALL ELM TREE, 24.7 FEET WEST OF ONE OF THE
 MJ0914'SMALL ASH TREES, 20 FEET EAST OF THE OTHER ASH TREE, SET IN
 MJ0914'THE TOP OF A CONCRETE POST WHICH IS 4 INCHES BELOW THE GROUND.
 MJ0914
 MJ0914                          STATION RECOVERY (1976)
 MJ0914
 MJ0914'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0914'RECOVERED IN GOOD CONDITION.
 MJ0914
 MJ0914                          STATION RECOVERY (1989)
 MJ0914
 MJ0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0914'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION,
 MJ0914'DELETE--24.8 FEET SOUTH OF A SMALL ELM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0652 ***********************************************************************
 MK0652  DESIGNATION -  K 254
 MK0652  PID         -  MK0652
 MK0652  STATE/COUNTY-  NE/DOUGLAS
 MK0652  USGS QUAD   -  RALSTON (1984)
 MK0652
 MK0652                         *CURRENT SURVEY CONTROL
 MK0652  ___________________________________________________________________
 MK0652* NAD 83(1986)-  41 14 56.     (N)    096 00 18.     (W)     SCALED    
 MK0652* NAVD 88     -       344.315  (meters)    1129.64   (feet)  ADJUSTED  
 MK0652  ___________________________________________________________________
 MK0652  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MK0652  DYNAMIC HT  -         344.169 (meters)    1129.16  (feet)  COMP
 MK0652  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 MK0652
 MK0652  VERT ORDER  -  FIRST     CLASS II
 MK0652
 MK0652.The horizontal coordinates were scaled from a topographic map and have
 MK0652.an estimated accuracy of +/- 6 seconds.
 MK0652
 MK0652.The orthometric height was determined by differential leveling
 MK0652.and adjusted by the National Geodetic Survey in June 1991..
 MK0652
 MK0652.The geoid height was determined by GEOID03.
 MK0652
 MK0652.The dynamic height is computed by dividing the NAVD 88
 MK0652.geopotential number by the normal gravity value computed on the
 MK0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0652.degrees latitude (g = 980.6199 gals.).
 MK0652
 MK0652.The modeled gravity was interpolated from observed gravity values.
 MK0652
 MK0652;                    North         East    Units  Estimated Accuracy
 MK0652;SPC NE       -   164,900.      834,620.      MT  (+/- 180 meters Scaled)
 MK0652
 MK0652                          SUPERSEDED SURVEY CONTROL
 MK0652
 MK0652  NGVD 29 (??/??/92)  344.192  (m)         1129.24   (f) ADJ UNCH    1 2
 MK0652
 MK0652.Superseded values are not recommended for survey control.
 MK0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0652.See file dsdata.txt to determine how the superseded data were derived.
 MK0652
 MK0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL509707(NAD 83)
 MK0652_MARKER: DB = BENCH MARK DISK
 MK0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0652_STAMPING: K 254 1947
 MK0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0652+STABILITY: SURFACE MOTION
 MK0652
 MK0652  HISTORY     - Date     Condition        Report By
 MK0652  HISTORY     - 1947     MONUMENTED       CGS
 MK0652  HISTORY     - 1976     GOOD             LOCSUR
 MK0652
 MK0652                          STATION DESCRIPTION
 MK0652
 MK0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0652'AT OMAHA.
 MK0652'AT OMAHA, AT THE JUNCTION OF PACIFIC AND 60TH STREETS, 79.9
 MK0652'FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER OF BRICK HOUSE
 MK0652'NUMBER 5924 PACIFIC STREET, 25.8 FEET NORTH OF THE EXTENDED
 MK0652'LINE OF THE NORTH CURB OF PACIFIC STREET, 19.3 FEET WEST OF THE
 MK0652'EXTENDED LINE OF THE WEST CURB OF 60TH STREET, 5.0 FEET EAST OF
 MK0652'THE JUNCTION OF LINES ON TOP OF A 1 FOOT SQUARE REFERENCE BLOCK
 MK0652'WHICH HAS USBM 5 AND A LINE POINTING TOWARDS THE BENCH MARK
 MK0652'STENCILED ON THE TOP AND WHICH IS SET FLUSH WITH THE GROUND, SET
 MK0652'IN THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 MK0652
 MK0652                          STATION RECOVERY (1976)
 MK0652
 MK0652'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0919 ***********************************************************************
 MJ0919  DESIGNATION -  K 255
 MJ0919  PID         -  MJ0919
 MJ0919  STATE/COUNTY-  NE/DOUGLAS
 MJ0919  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0919
 MJ0919                         *CURRENT SURVEY CONTROL
 MJ0919  ___________________________________________________________________
 MJ0919* NAD 83(1986)-  41 18 16.     (N)    095 54 51.     (W)     SCALED    
 MJ0919* NAVD 88     -       298.716  (meters)     980.04   (feet)  ADJUSTED  
 MJ0919  ___________________________________________________________________
 MJ0919  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ0919  DYNAMIC HT  -         298.590 (meters)     979.62  (feet)  COMP
 MJ0919  MODELED GRAV-     980,194.4   (mgal)                       NAVD 88
 MJ0919
 MJ0919  VERT ORDER  -  FIRST     CLASS II
 MJ0919
 MJ0919.The horizontal coordinates were scaled from a topographic map and have
 MJ0919.an estimated accuracy of +/- 6 seconds.
 MJ0919
 MJ0919.The orthometric height was determined by differential leveling
 MJ0919.and adjusted by the National Geodetic Survey in June 1991..
 MJ0919
 MJ0919.The geoid height was determined by GEOID03.
 MJ0919
 MJ0919.The dynamic height is computed by dividing the NAVD 88
 MJ0919.geopotential number by the normal gravity value computed on the
 MJ0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0919.degrees latitude (g = 980.6199 gals.).
 MJ0919
 MJ0919.The modeled gravity was interpolated from observed gravity values.
 MJ0919
 MJ0919;                    North         East    Units  Estimated Accuracy
 MJ0919;SPC NE       -   171,410.      841,930.      MT  (+/- 180 meters Scaled)
 MJ0919
 MJ0919                          SUPERSEDED SURVEY CONTROL
 MJ0919
 MJ0919  NGVD 29 (??/??/92)  298.587  (m)          979.61   (f) ADJ UNCH    1 2
 MJ0919
 MJ0919.Superseded values are not recommended for survey control.
 MJ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0919.See file dsdata.txt to determine how the superseded data were derived.
 MJ0919
 MJ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF560766(NAD 83)
 MJ0919_MARKER: DB = BENCH MARK DISK
 MJ0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0919_STAMPING: K 255 1947
 MJ0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0919+STABILITY: SURFACE MOTION
 MJ0919
 MJ0919  HISTORY     - Date     Condition        Report By
 MJ0919  HISTORY     - 1947     MONUMENTED       CGS
 MJ0919  HISTORY     - 1976     GOOD             LOCSUR
 MJ0919
 MJ0919                          STATION DESCRIPTION
 MJ0919
 MJ0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0919'AT OMAHA.
 MJ0919'AT OMAHA, 1.05 MILE NORTHWEST OF THE OMAHA MUNICIPAL AIRPORT
 MJ0919'ADMINISTRATION BUILDING, AT A LARGE GROVE OF COTTONWOOD TREES,
 MJ0919'64.5 FEET SOUTHWEST OF A 30-INCH COTTONWOOD TREE WHICH IS 10
 MJ0919'FEET SOUTH OF CARTER LAKE BLVD. AND WHICH IS THE EASTERNMOST
 MJ0919'TREE OF THE LARGE GROVE, 38.5 FEET SOUTH OF AN ARROW CHISELED
 MJ0919'ON THE SOUTHERN CONCRETE BORDER OF THE ASPHALT PAVEMENT OF
 MJ0919'CARTER LAKE BLVD., 13.6 FEET SOUTH-SOUTHEAST OF A STAR DRILL
 MJ0919'DRIVEN INTO THE BASE OF THE SOUTH FACE OF A 24-INCH COTTONWOOD
 MJ0919'TREE, 38.8 FEET NORTHWEST OF A 20-INCH COTTONWOOD TREE, 33.5
 MJ0919'FEET NORTH-NORTHEAST OF A 18-INCH COTTONWOOD TREE, 16.7 FEET
 MJ0919'SOUTHEAST OF A 18-INCH COTTONWOOD TREE, 5 FEET WEST OF THE
 MJ0919'JUNCTION OF LINES ON TOP OF A 1 FOOT SQUARE CONCRETE BLOCK WHICH
 MJ0919'IS FLUSH WITH THE GROUND AND WHICH HAS USBM 5 AND A LINE POINTING
 MJ0919'TOWARDS THE BENCH MARK STENCILED ON THE TOP, SET IN THE TOP
 MJ0919'OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
 MJ0919
 MJ0919                          STATION RECOVERY (1976)
 MJ0919
 MJ0919'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1031 ***********************************************************************
 LF1031  DESIGNATION -  K 256
 LF1031  PID         -  LF1031
 LF1031  STATE/COUNTY-  NE/CASS
 LF1031  USGS QUAD   -  ROCK BLUFF (1984)
 LF1031
 LF1031                         *CURRENT SURVEY CONTROL
 LF1031  ___________________________________________________________________
 LF1031* NAD 83(1986)-  40 54 54.     (N)    095 52 14.     (W)     SCALED    
 LF1031* NAVD 88     -       342.765  (meters)    1124.55   (feet)  ADJUSTED  
 LF1031  ___________________________________________________________________
 LF1031  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 LF1031  DYNAMIC HT  -         342.616 (meters)    1124.07  (feet)  COMP
 LF1031  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 LF1031
 LF1031  VERT ORDER  -  SECOND    CLASS 0
 LF1031
 LF1031.The horizontal coordinates were scaled from a topographic map and have
 LF1031.an estimated accuracy of +/- 6 seconds.
 LF1031
 LF1031.The orthometric height was determined by differential leveling
 LF1031.and adjusted by the National Geodetic Survey in June 1991..
 LF1031
 LF1031.The geoid height was determined by GEOID03.
 LF1031
 LF1031.The dynamic height is computed by dividing the NAVD 88
 LF1031.geopotential number by the normal gravity value computed on the
 LF1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1031.degrees latitude (g = 980.6199 gals.).
 LF1031
 LF1031.The modeled gravity was interpolated from observed gravity values.
 LF1031
 LF1031;                    North         East    Units  Estimated Accuracy
 LF1031;SPC NE       -   128,400.      847,650.      MT  (+/- 180 meters Scaled)
 LF1031
 LF1031                          SUPERSEDED SURVEY CONTROL
 LF1031
 LF1031  NGVD 29 (??/??/92)  342.662  (m)         1124.22   (f) ADJ UNCH    2 0
 LF1031
 LF1031.Superseded values are not recommended for survey control.
 LF1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1031.See file dsdata.txt to determine how the superseded data were derived.
 LF1031
 LF1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF582332(NAD 83)
 LF1031_MARKER: DB = BENCH MARK DISK
 LF1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1031_STAMPING: K 256 1947
 LF1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1031+STABILITY: SURFACE MOTION
 LF1031
 LF1031  HISTORY     - Date     Condition        Report By
 LF1031  HISTORY     - 1947     MONUMENTED       CGS
 LF1031
 LF1031                          STATION DESCRIPTION
 LF1031
 LF1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1031'3.2 MI E FROM MURRAY.
 LF1031'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1031'STATE BANK AT MURRAY, THENCE 2.2 MILES EAST ALONG A GRADED
 LF1031'DIRT ROAD, 0.2 MILE WEST OF A ROAD JUNCTION, ON TOP OF A HILL,
 LF1031'20.0 FEET SOUTH OF AND 2.0 FEET HIGHER THAN THE CENTER LINE OF
 LF1031'THE ROAD, 13.6 FEET WEST OF THE WEST END OF A GATE AT AN
 LF1031'ENTRANCE TO A FIELD, 2.0 FEET EAST OF A 4 X 4 MARKER POST, 1.0
 LF1031'FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND
 LF1031'PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1103 ***********************************************************************
 LF1103  DESIGNATION -  K 257
 LF1103  PID         -  LF1103
 LF1103  STATE/COUNTY-  NE/OTOE
 LF1103  USGS QUAD   -  NEHAWKA (1966)
 LF1103
 LF1103                         *CURRENT SURVEY CONTROL
 LF1103  ___________________________________________________________________
 LF1103* NAD 83(1986)-  40 45 17.     (N)    095 57 00.     (W)     SCALED    
 LF1103* NAVD 88     -       317.085  (meters)    1040.30   (feet)  ADJUSTED  
 LF1103  ___________________________________________________________________
 LF1103  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 LF1103  DYNAMIC HT  -         316.924 (meters)    1039.77  (feet)  COMP
 LF1103  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 LF1103
 LF1103  VERT ORDER  -  SECOND    CLASS 0
 LF1103
 LF1103.The horizontal coordinates were scaled from a topographic map and have
 LF1103.an estimated accuracy of +/- 6 seconds.
 LF1103
 LF1103.The orthometric height was determined by differential leveling
 LF1103.and adjusted by the National Geodetic Survey in June 1991..
 LF1103
 LF1103.The geoid height was determined by GEOID03.
 LF1103
 LF1103.The dynamic height is computed by dividing the NAVD 88
 LF1103.geopotential number by the normal gravity value computed on the
 LF1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1103.degrees latitude (g = 980.6199 gals.).
 LF1103
 LF1103.The modeled gravity was interpolated from observed gravity values.
 LF1103
 LF1103;                    North         East    Units  Estimated Accuracy
 LF1103;SPC NE       -   110,310.      841,800.      MT  (+/- 180 meters Scaled)
 LF1103
 LF1103                          SUPERSEDED SURVEY CONTROL
 LF1103
 LF1103  NGVD 29 (??/??/92)  316.972  (m)         1039.93   (f) ADJ UNCH    2 0
 LF1103
 LF1103.Superseded values are not recommended for survey control.
 LF1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1103.See file dsdata.txt to determine how the superseded data were derived.
 LF1103
 LF1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF509157(NAD 83)
 LF1103_MARKER: DB = BENCH MARK DISK
 LF1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1103_STAMPING: K 257 1947
 LF1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1103+STABILITY: SURFACE MOTION
 LF1103
 LF1103  HISTORY     - Date     Condition        Report By
 LF1103  HISTORY     - 1947     MONUMENTED       CGS
 LF1103  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF1103
 LF1103                          STATION DESCRIPTION
 LF1103
 LF1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1103'6.7 MI S FROM UNION.
 LF1103'0.7 MILE EAST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1103'RAILWAY STATION AT UNION, THENCE 4.0 MILES SOUTH ALONG U.S. HIGHWAYS
 LF1103'73-75, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, 340.0 FEET
 LF1103'EAST OF THE EAST END OF A STEEL BRIDGE, 212.0 FEET WEST OF THE
 LF1103'WEST POLE OF DOUBLE TRANSMISSION LINE POLES, 25.0 FEET SOUTH OF
 LF1103'AND LEVEL WITH THE CENTER LINE OF THE ROAD, SET BETWEEN A 12
 LF1103'INCH ASH TREE AND A 16 INCH ASH TREE, 21.0 FEET EAST OF THE 16
 LF1103'INCH TREE AND 6.5 FEET WEST OF THE 12 INCH TREE, 2.0 FEET WEST OF
 LF1103'A REFERENCE POST, 1.0 FOOT NORTH OF A FENCE, SET IN THE TOP OF A
 LF1103'CONCRETE POST AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 LF1103'GROUND.
 LF1103
 LF1103                          STATION RECOVERY (1964)
 LF1103
 LF1103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0958 ***********************************************************************
 LF0958  DESIGNATION -  K 258
 LF0958  PID         -  LF0958
 LF0958  STATE/COUNTY-  NE/OTOE
 LF0958  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0958
 LF0958                         *CURRENT SURVEY CONTROL
 LF0958  ___________________________________________________________________
 LF0958* NAD 83(1986)-  40 38 19.     (N)    095 48 52.     (W)     SCALED    
 LF0958* NAVD 88     -       297.144  (meters)     974.88   (feet)  ADJUSTED  
 LF0958  ___________________________________________________________________
 LF0958  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LF0958  DYNAMIC HT  -         296.987 (meters)     974.36  (feet)  COMP
 LF0958  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 LF0958
 LF0958  VERT ORDER  -  SECOND    CLASS 0
 LF0958
 LF0958.The horizontal coordinates were scaled from a topographic map and have
 LF0958.an estimated accuracy of +/- 6 seconds.
 LF0958
 LF0958.The orthometric height was determined by differential leveling
 LF0958.and adjusted by the National Geodetic Survey in June 1991..
 LF0958
 LF0958.The geoid height was determined by GEOID03.
 LF0958
 LF0958.The dynamic height is computed by dividing the NAVD 88
 LF0958.geopotential number by the normal gravity value computed on the
 LF0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0958.degrees latitude (g = 980.6199 gals.).
 LF0958
 LF0958.The modeled gravity was interpolated from observed gravity values.
 LF0958
 LF0958;                    North         East    Units  Estimated Accuracy
 LF0958;SPC NE       -    97,980.      853,850.      MT  (+/- 180 meters Scaled)
 LF0958
 LF0958                          SUPERSEDED SURVEY CONTROL
 LF0958
 LF0958  NGVD 29 (??/??/92)  297.038  (m)          974.53   (f) ADJ UNCH    2 0
 LF0958
 LF0958.Superseded values are not recommended for survey control.
 LF0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0958.See file dsdata.txt to determine how the superseded data were derived.
 LF0958
 LF0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF619024(NAD 83)
 LF0958_MARKER: DB = BENCH MARK DISK
 LF0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0958_STAMPING: K 258 1947
 LF0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0958+STABILITY: SURFACE MOTION
 LF0958
 LF0958  HISTORY     - Date     Condition        Report By
 LF0958  HISTORY     - 1947     MONUMENTED       CGS
 LF0958
 LF0958                          STATION DESCRIPTION
 LF0958
 LF0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0958'4.7 MI SE FROM NEBRASKA CITY.
 LF0958'0.2 MILE EAST ALONG 1ST CORSO STREET FROM THE COURTHOUSE AT
 LF0958'NEBRASKA CITY, THENCE 2 BLOCKS SOUTH ALONG 7TH STREET, THENCE 0.4
 LF0958'MILE EAST ALONG NEBRASKA STATE HIGHWAY 2, THENCE 0.3 MILE
 LF0958'SOUTHEAST ALONG AN ASPHALT STREET, THENCE 0.1 MILE SOUTHWEST ALONG
 LF0958'AN ASPHALT STREET, THENCE 0.1 MILE SOUTHEAST ALONG A GRAVELED
 LF0958'STREET, THENCE 2.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.3
 LF0958'MILES EAST ALONG A GRAVELED ROAD, 62.1 FEET NORTHEAST OF THE
 LF0958'NORTHEAST CORNER OF A FARMHOUSE ON THE SOUTH SIDE OF THE ROAD,
 LF0958'31.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 1.0 FOOT LOWER,
 LF0958'264 FEET WEST OF A FENCE CORNER, 2.0 FEET WEST OF A REFERENCE POST,
 LF0958'2.0 FEET NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 LF0958'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0405 ***********************************************************************
 MK0405  DESIGNATION -  K 259
 MK0405  PID         -  MK0405
 MK0405  STATE/COUNTY-  NE/WASHINGTON
 MK0405  USGS QUAD   -  ORUM (1969)
 MK0405
 MK0405                         *CURRENT SURVEY CONTROL
 MK0405  ___________________________________________________________________
 MK0405* NAD 83(1986)-  41 33 09.     (N)    096 18 34.     (W)     SCALED    
 MK0405* NAVD 88     -       396.448  (meters)    1300.68   (feet)  ADJUSTED  
 MK0405  ___________________________________________________________________
 MK0405  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MK0405  DYNAMIC HT  -         396.269 (meters)    1300.09  (feet)  COMP
 MK0405  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 MK0405
 MK0405  VERT ORDER  -  SECOND    CLASS 0
 MK0405
 MK0405.The horizontal coordinates were scaled from a topographic map and have
 MK0405.an estimated accuracy of +/- 6 seconds.
 MK0405
 MK0405.The orthometric height was determined by differential leveling
 MK0405.and adjusted by the National Geodetic Survey in June 1991..
 MK0405
 MK0405.The geoid height was determined by GEOID03.
 MK0405
 MK0405.The dynamic height is computed by dividing the NAVD 88
 MK0405.geopotential number by the normal gravity value computed on the
 MK0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0405.degrees latitude (g = 980.6199 gals.).
 MK0405
 MK0405.The modeled gravity was interpolated from observed gravity values.
 MK0405
 MK0405;                    North         East    Units  Estimated Accuracy
 MK0405;SPC NE       -   197,440.      807,700.      MT  (+/- 180 meters Scaled)
 MK0405
 MK0405                          SUPERSEDED SURVEY CONTROL
 MK0405
 MK0405  NGVD 29 (??/??/92)  396.299  (m)         1300.19   (f) ADJ UNCH    2 0
 MK0405
 MK0405.Superseded values are not recommended for survey control.
 MK0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0405.See file dsdata.txt to determine how the superseded data were derived.
 MK0405
 MK0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM243035(NAD 83)
 MK0405_MARKER: DB = BENCH MARK DISK
 MK0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0405_STAMPING: K 259 1947
 MK0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0405+STABILITY: SURFACE MOTION
 MK0405
 MK0405  HISTORY     - Date     Condition        Report By
 MK0405  HISTORY     - 1947     MONUMENTED       CGS
 MK0405  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0405
 MK0405                          STATION DESCRIPTION
 MK0405
 MK0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0405'3.8 MI S FROM SPIKER.
 MK0405'3.85 MILES SOUTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0405'SPIKER, 1.0 MILE NORTH OF THE CROSSING OF STATE HIGHWAY NO. 31
 MK0405'AND STATE HIGHWAY NO. 91, IN THE NORTHEAST ANGLE OF A DIRT CROSS
 MK0405'ROAD, 74.0 FEET NORTH OF THE CENTER OF THE EAST-WEST DIRT CROSS
 MK0405'ROAD, 44.0 FEET SOUTH OF A POWER LINE POLE, 30.0 FEET EAST OF THE
 MK0405'CENTER OF THE HIGHWAY, 2.0 FEET SOUTH OF A REFERENCE POST, SET IN
 MK0405'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 MK0405'PROJECTING 0.3 FOOT.
 MK0405
 MK0405                          STATION RECOVERY (1965)
 MK0405
 MK0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0192 ***********************************************************************
 LJ0192  DESIGNATION -  K 26
 LJ0192  PID         -  LJ0192
 LJ0192  STATE/COUNTY-  NE/HITCHCOCK
 LJ0192  USGS QUAD   -  TRENTON (1962)
 LJ0192
 LJ0192                         *CURRENT SURVEY CONTROL
 LJ0192  ___________________________________________________________________
 LJ0192* NAD 83(1986)-  40 10 34.     (N)    101 01 15.     (W)     SCALED    
 LJ0192* NAVD 88     -       818.984  (meters)    2686.95   (feet)  ADJUSTED  
 LJ0192  ___________________________________________________________________
 LJ0192  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 LJ0192  DYNAMIC HT  -         818.420 (meters)    2685.10  (feet)  COMP
 LJ0192  MODELED GRAV-     979,910.1   (mgal)                       NAVD 88
 LJ0192
 LJ0192  VERT ORDER  -  FIRST     CLASS II
 LJ0192
 LJ0192.The horizontal coordinates were scaled from a topographic map and have
 LJ0192.an estimated accuracy of +/- 6 seconds.
 LJ0192
 LJ0192.The orthometric height was determined by differential leveling
 LJ0192.and adjusted by the National Geodetic Survey in June 1991..
 LJ0192
 LJ0192.The geoid height was determined by GEOID03.
 LJ0192
 LJ0192.The dynamic height is computed by dividing the NAVD 88
 LJ0192.geopotential number by the normal gravity value computed on the
 LJ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0192.degrees latitude (g = 980.6199 gals.).
 LJ0192
 LJ0192.The modeled gravity was interpolated from observed gravity values.
 LJ0192
 LJ0192;                    North         East    Units  Estimated Accuracy
 LJ0192;SPC NE       -    38,570.      413,060.      MT  (+/- 180 meters Scaled)
 LJ0192
 LJ0192                          SUPERSEDED SURVEY CONTROL
 LJ0192
 LJ0192  NGVD 29 (??/??/92)  818.648  (m)         2685.85   (f) ADJ UNCH    1 2
 LJ0192
 LJ0192.Superseded values are not recommended for survey control.
 LJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0192.See file dsdata.txt to determine how the superseded data were derived.
 LJ0192
 LJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK279492(NAD 83)
 LJ0192_MARKER: DB = BENCH MARK DISK
 LJ0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0192_STAMPING: 2685.848 K 26 1933
 LJ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0192+STABILITY: SURFACE MOTION
 LJ0192
 LJ0192  HISTORY     - Date     Condition        Report By
 LJ0192  HISTORY     - 1933     MONUMENTED       CGS
 LJ0192  HISTORY     - 1934     GOOD             NGS
 LJ0192  HISTORY     - 1977     MARK NOT FOUND   NGS
 LJ0192
 LJ0192                          STATION DESCRIPTION
 LJ0192
 LJ0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LJ0192'0.5 MI W FROM TRENTON.
 LJ0192'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0192'FROM THE STATION AT TRENTON, HITCHCOCK COUNTY, 4 POLES EAST OF
 LJ0192'MILEPOST 310, AT A ROAD CROSSING, 46 FEET EAST OF THE ROAD, 44
 LJ0192'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 34, AND 36 FEET NORTH
 LJ0192'OF THE NORTH RAIL.  A STANDARD DISK, STAMPED 2685.848 K 26 1933 AND
 LJ0192'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LJ0192
 LJ0192                          STATION RECOVERY (1977)
 LJ0192
 LJ0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LJ0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0751 ***********************************************************************
 LF0751  DESIGNATION -  K 260
 LF0751  PID         -  LF0751
 LF0751  STATE/COUNTY-  NE/NEMAHA
 LF0751  USGS QUAD   -  NEMAHA (1966)
 LF0751
 LF0751                         *CURRENT SURVEY CONTROL
 LF0751  ___________________________________________________________________
 LF0751* NAD 83(1986)-  40 20 57.     (N)    095 41 12.     (W)     SCALED    
 LF0751* NAVD 88     -       289.366  (meters)     949.36   (feet)  ADJUSTED  
 LF0751  ___________________________________________________________________
 LF0751  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LF0751  DYNAMIC HT  -         289.214 (meters)     948.86  (feet)  COMP
 LF0751  MODELED GRAV-     980,090.5   (mgal)                       NAVD 88
 LF0751
 LF0751  VERT ORDER  -  SECOND    CLASS 0
 LF0751
 LF0751.The horizontal coordinates were scaled from a topographic map and have
 LF0751.an estimated accuracy of +/- 6 seconds.
 LF0751
 LF0751.The orthometric height was determined by differential leveling
 LF0751.and adjusted by the National Geodetic Survey in June 1991..
 LF0751
 LF0751.The geoid height was determined by GEOID03.
 LF0751
 LF0751.The dynamic height is computed by dividing the NAVD 88
 LF0751.geopotential number by the normal gravity value computed on the
 LF0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0751.degrees latitude (g = 980.6199 gals.).
 LF0751
 LF0751.The modeled gravity was interpolated from observed gravity values.
 LF0751
 LF0751;                    North         East    Units  Estimated Accuracy
 LF0751;SPC NE       -    66,410.      866,250.      MT  (+/- 180 meters Scaled)
 LF0751
 LF0751                          SUPERSEDED SURVEY CONTROL
 LF0751
 LF0751  NGVD 29 (??/??/92)  289.292  (m)          949.12   (f) ADJ UNCH    2 0
 LF0751
 LF0751.Superseded values are not recommended for survey control.
 LF0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0751.See file dsdata.txt to determine how the superseded data were derived.
 LF0751
 LF0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE718699(NAD 83)
 LF0751_MARKER: DB = BENCH MARK DISK
 LF0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0751_STAMPING: K 260 1947
 LF0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0751+STABILITY: SURFACE MOTION
 LF0751
 LF0751  HISTORY     - Date     Condition        Report By
 LF0751  HISTORY     - 1947     MONUMENTED       CGS
 LF0751  HISTORY     - 1964     GOOD             NGS
 LF0751
 LF0751                          STATION DESCRIPTION
 LF0751
 LF0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 LF0751'1.3 MI NW FROM NEMAHA.
 LF0751'0.7 MI N. AND 0.6 MI W. ALONG ST. HIGHWAY 67 FROM POST OFFICE
 LF0751'AT NAMAHA.  32 FT. SOUTH AND 24 FEET EAST OF T. ROAD NORTH,
 LF0751'5.5 FEET SW OF TELEPHONE POLE, 1 FOOT SOUTH OF FENCE LINE, IN
 LF0751'CONCRETE POST, STANDARD TABLET STAMPED K 260 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0213 ***********************************************************************
 MK0213  DESIGNATION -  K 261
 MK0213  PID         -  MK0213
 MK0213  STATE/COUNTY-  NE/BURT
 MK0213  USGS QUAD   -  MONDAMIN (1970)
 MK0213
 MK0213                         *CURRENT SURVEY CONTROL
 MK0213  ___________________________________________________________________
 MK0213* NAD 83(1986)-  41 44 30.     (N)    096 06 51.     (W)     SCALED    
 MK0213* NAVD 88     -       313.777  (meters)    1029.45   (feet)  ADJUSTED  
 MK0213  ___________________________________________________________________
 MK0213  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 MK0213  DYNAMIC HT  -         313.650 (meters)    1029.03  (feet)  COMP
 MK0213  MODELED GRAV-     980,208.9   (mgal)                       NAVD 88
 MK0213
 MK0213  VERT ORDER  -  SECOND    CLASS 0
 MK0213
 MK0213.The horizontal coordinates were scaled from a topographic map and have
 MK0213.an estimated accuracy of +/- 6 seconds.
 MK0213
 MK0213.The orthometric height was determined by differential leveling
 MK0213.and adjusted by the National Geodetic Survey in June 1991..
 MK0213
 MK0213.The geoid height was determined by GEOID03.
 MK0213
 MK0213.The dynamic height is computed by dividing the NAVD 88
 MK0213.geopotential number by the normal gravity value computed on the
 MK0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0213.degrees latitude (g = 980.6199 gals.).
 MK0213
 MK0213.The modeled gravity was interpolated from observed gravity values.
 MK0213
 MK0213;                    North         East    Units  Estimated Accuracy
 MK0213;SPC NE       -   219,130.      823,030.      MT  (+/- 180 meters Scaled)
 MK0213
 MK0213                          SUPERSEDED SURVEY CONTROL
 MK0213
 MK0213  NGVD 29 (??/??/92)  313.635  (m)         1028.98   (f) ADJ UNCH    2 0
 MK0213
 MK0213.Superseded values are not recommended for survey control.
 MK0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0213.See file dsdata.txt to determine how the superseded data were derived.
 MK0213
 MK0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM399251(NAD 83)
 MK0213_MARKER: DB = BENCH MARK DISK
 MK0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0213_STAMPING: K 261 1948
 MK0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0213+STABILITY: SURFACE MOTION
 MK0213
 MK0213  HISTORY     - Date     Condition        Report By
 MK0213  HISTORY     - 1948     MONUMENTED       CGS
 MK0213  HISTORY     - 1974     GOOD             LOCSUR
 MK0213
 MK0213                          STATION DESCRIPTION
 MK0213
 MK0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0213'8 MI SE FROM TEKAMAH.
 MK0213'3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0213'TEKAMAH, THENCE 0.5 MILE SOUTH, 0.5 MILE EAST, 2.0 MILES SOUTH
 MK0213'AND 1.55 MILE EAST ALONG GRAVEL ROADS, ABOUT .05 MILE WEST OF
 MK0213'THE POINT WHERE THE ROAD MAKES TURN TO THE SOUTHEAST AS IT
 MK0213'APPROACHES BULLARD BEND IN THE MISSOURI RIVER, 36.0 FEET EAST OF
 MK0213'THE SOUTHEAST CORNER OF A FARMHOUSE, 51.7 FEET NORTH OF THE
 MK0213'CENTER LINE OF THE ROAD, 9.3 FEET NORTHWEST OF A 40-INCH HACKBERRY
 MK0213'TREE, 1.4 FOOT SOUTHEAST OF A LIGHT POLE, 1.2 FOOT WEST OF A
 MK0213'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK0213'0.5 FOOT ABOVE THE GROUND.
 MK0213
 MK0213                          STATION RECOVERY (1974)
 MK0213
 MK0213'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0667 ***********************************************************************
 NM0667  DESIGNATION -  K 262
 NM0667  PID         -  NM0667
 NM0667  STATE/COUNTY-  NE/DAKOTA
 NM0667  USGS QUAD   -  JACKSON (1993)
 NM0667
 NM0667                         *CURRENT SURVEY CONTROL
 NM0667  ___________________________________________________________________
 NM0667* NAD 83(1986)-  42 27 46.     (N)    096 30 20.     (W)     SCALED    
 NM0667* NAVD 88     -       334.134  (meters)    1096.24   (feet)  ADJUSTED  
 NM0667  ___________________________________________________________________
 NM0667  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 NM0667  DYNAMIC HT  -         334.028 (meters)    1095.89  (feet)  COMP
 NM0667  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 NM0667
 NM0667  VERT ORDER  -  SECOND    CLASS 0
 NM0667
 NM0667.The horizontal coordinates were scaled from a topographic map and have
 NM0667.an estimated accuracy of +/- 6 seconds.
 NM0667
 NM0667.The orthometric height was determined by differential leveling
 NM0667.and adjusted by the National Geodetic Survey in June 1991..
 NM0667
 NM0667.The geoid height was determined by GEOID03.
 NM0667
 NM0667.The dynamic height is computed by dividing the NAVD 88
 NM0667.geopotential number by the normal gravity value computed on the
 NM0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0667.degrees latitude (g = 980.6199 gals.).
 NM0667
 NM0667.The modeled gravity was interpolated from observed gravity values.
 NM0667
 NM0667;                    North         East    Units  Estimated Accuracy
 NM0667;SPC NE       -   297,760.      787,270.      MT  (+/- 180 meters Scaled)
 NM0667
 NM0667                          SUPERSEDED SURVEY CONTROL
 NM0667
 NM0667  NGVD 29 (??/??/92)  333.968  (m)         1095.69   (f) ADJ UNCH    2 0
 NM0667
 NM0667.Superseded values are not recommended for survey control.
 NM0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0667.See file dsdata.txt to determine how the superseded data were derived.
 NM0667
 NM0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN050041(NAD 83)
 NM0667_MARKER: DB = BENCH MARK DISK
 NM0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0667_STAMPING: K 262 1948
 NM0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0667+STABILITY: SURFACE MOTION
 NM0667
 NM0667  HISTORY     - Date     Condition        Report By
 NM0667  HISTORY     - 1948     MONUMENTED       CGS
 NM0667  HISTORY     - 20010327 MARK NOT FOUND   NEDR
 NM0667
 NM0667                          STATION DESCRIPTION
 NM0667
 NM0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0667'4.7 MI NE FROM JACKSON.
 NM0667'0.2 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NM0667'JACKSON, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.5
 NM0667'MILES EAST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTHEAST ALONG
 NM0667'A DIRT ROAD, ON THE INSIDE OF A SLIGHT CURVE, ON SOUTHWEST SIDE
 NM0667'OF ROAD FROM A WOODED AREA, 48.0 FEET SOUTHWEST OF THE CENTER
 NM0667'LINE OF THE ROAD, 2.5 FEET NORTHEAST OF A FENCE, 0.2 MILE
 NM0667'NORTHWEST OF A Y ROAD LEADING SOUTH, 1.4 FEET SOUTHEAST OF A
 NM0667'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0667'0.3 FOOT ABOVE THE GROUND.
 NM0667
 NM0667                          STATION RECOVERY (2001)
 NM0667
 NM0667'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (JC)
 NM0667'SEARCHED FOR BUT NOT FOUND.  BELIEVED DESTROYED DUE TO ROAD DITCH
 NM0667'WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0529 ***********************************************************************
 LF0529  DESIGNATION -  K 263
 LF0529  PID         -  LF0529
 LF0529  STATE/COUNTY-  NE/RICHARDSON
 LF0529  USGS QUAD   -  FALLS CITY (1984)
 LF0529
 LF0529                         *CURRENT SURVEY CONTROL
 LF0529  ___________________________________________________________________
 LF0529* NAD 83(1986)-  40 00 39.     (N)    095 34 27.     (W)     SCALED    
 LF0529* NAVD 88     -       271.600  (meters)     891.07   (feet)  ADJUSTED  
 LF0529  ___________________________________________________________________
 LF0529  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LF0529  DYNAMIC HT  -         271.446 (meters)     890.57  (feet)  COMP
 LF0529  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 LF0529
 LF0529  VERT ORDER  -  SECOND    CLASS 0
 LF0529
 LF0529.The horizontal coordinates were scaled from a topographic map and have
 LF0529.an estimated accuracy of +/- 6 seconds.
 LF0529
 LF0529.The orthometric height was determined by differential leveling
 LF0529.and adjusted by the National Geodetic Survey in June 1991..
 LF0529
 LF0529.The geoid height was determined by GEOID03.
 LF0529
 LF0529.The dynamic height is computed by dividing the NAVD 88
 LF0529.geopotential number by the normal gravity value computed on the
 LF0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0529.degrees latitude (g = 980.6199 gals.).
 LF0529
 LF0529.The modeled gravity was interpolated from observed gravity values.
 LF0529
 LF0529;                    North         East    Units  Estimated Accuracy
 LF0529;SPC NE       -    29,380.      877,710.      MT  (+/- 180 meters Scaled)
 LF0529
 LF0529                          SUPERSEDED SURVEY CONTROL
 LF0529
 LF0529  NGVD 29 (??/??/92)  271.519  (m)          890.81   (f) ADJ UNCH    2 0
 LF0529
 LF0529.Superseded values are not recommended for survey control.
 LF0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0529.See file dsdata.txt to determine how the superseded data were derived.
 LF0529
 LF0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE802321(NAD 83)
 LF0529_MARKER: DB = BENCH MARK DISK
 LF0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0529_STAMPING: K 263 1948
 LF0529_MARK LOGO: CGS   
 LF0529_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0529+STABILITY: SURFACE MOTION
 LF0529
 LF0529  HISTORY     - Date     Condition        Report By
 LF0529  HISTORY     - 1948     MONUMENTED       CGS
 LF0529  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0529  HISTORY     - 20031031 GOOD             NEDR
 LF0529
 LF0529                          STATION DESCRIPTION
 LF0529
 LF0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0529'3.4 MI SE FROM FALLS CITY.
 LF0529'3.4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0529'MISSOURI PACIFIC RAILROAD STATION AT FALLS CITY, 2 1/2 POLES
 LF0529'NORTH OF MILEPOST 381/20, AT A ROAD CROSSING, 149.0 FEET WEST OF
 LF0529'THE WEST RAIL, 20.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LF0529'100.0 FEET WEST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE,
 LF0529'1.2 FOOT WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF0529'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LF0529
 LF0529                          STATION RECOVERY (1964)
 LF0529
 LF0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0529'MARK NOT FOUND.
 LF0529
 LF0529                          STATION RECOVERY (2003)
 LF0529
 LF0529'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (JC)
 LF0529'MARK WAS FOUND BUT TIES WERE INCORRECT. 49 FEET WEST OF W RAIL (NOT
 LF0529'149 FEET), 29.0 FEET SOUTH OF CENTERLINE OF COUNTY ROAD. 1.0 FOOT
 LF0529'SOUTH OF FENCE. 100.0 FEET WEST OF CORNER FENCE POST ON EAST SIDE OF
 LF0529'TRACKS (EAST SIDE OF POST EXPOSED BUT BENCH NOT YET LEANING).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5250 ***********************************************************************
 DG5250  DESIGNATION -  K 263 RESET
 DG5250  PID         -  DG5250
 DG5250  STATE/COUNTY-  NE/RICHARDSON
 DG5250  USGS QUAD   -  FALLS CITY (1984)
 DG5250
 DG5250                         *CURRENT SURVEY CONTROL
 DG5250  ___________________________________________________________________
 DG5250* NAD 83(1986)-  40 00 39.     (N)    095 34 27.     (W)     SCALED    
 DG5250* NAVD 88     -       271.23   (meters)     889.9    (feet)  RESET     
 DG5250  ___________________________________________________________________
 DG5250  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DG5250
 DG5250  VERT ORDER  -  THIRD
 DG5250
 DG5250.The horizontal coordinates were scaled from a topographic map and have
 DG5250.an estimated accuracy of +/- 6 seconds.
 DG5250
 DG5250.The orthometric height was computed from unverified reset data.
 DG5250.No vertical observational check was made to the station.
 DG5250
 DG5250.The geoid height was determined by GEOID03.
 DG5250
 DG5250;                    North         East    Units  Estimated Accuracy
 DG5250;SPC NE       -    29,380.      877,710.      MT  (+/- 180 meters Scaled)
 DG5250
 DG5250                          SUPERSEDED SURVEY CONTROL
 DG5250
 DG5250.No superseded survey control is available for this station.
 DG5250
 DG5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE802321(NAD 83)
 DG5250_MARKER: DV = VERTICAL CONTROL DISK
 DG5250_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG5250+WITH SETTING: PAVEMENT
 DG5250_SP_SET: BRIDGE FLOOR
 DG5250_STAMPING: K 263 RESET 2003
 DG5250_MARK LOGO: NGS   
 DG5250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5250+STABILITY: SURFACE MOTION
 DG5250
 DG5250  HISTORY     - Date     Condition        Report By
 DG5250  HISTORY     - 2003     MONUMENTED       NEDR
 DG5250
 DG5250                          STATION DESCRIPTION
 DG5250
 DG5250'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (JC)
 DG5250'FROM THE JUNCTION OF US HWY 159 AND US HWY 73 IN FALLS CITY, GO SOUTH
 DG5250'ON HWY 73 APPROXIMATELY 3.3 MILES TO CO RD INTERSECTION, TURN LEFT
 DG5250'(EAST) AND GO APPEOXIMATELY 1.36 MILES TO BM ON N-W CORNER OF BRIDGE
 DG5250'FLOOR. 2.24 FEET NORTHWEST TO THE BOTTOM OF FIBERGLASS WITNESS POST.
 DG5250'11.0 FEET NORTH OF CENTERLINE OF COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0615 ***********************************************************************
 LF0615  DESIGNATION -  K 266
 LF0615  PID         -  LF0615
 LF0615  STATE/COUNTY-  NE/RICHARDSON
 LF0615  USGS QUAD   -  BARADA (1966)
 LF0615
 LF0615                         *CURRENT SURVEY CONTROL
 LF0615  ___________________________________________________________________
 LF0615* NAD 83(1986)-  40 13 58.     (N)    095 33 49.     (W)     SCALED    
 LF0615* NAVD 88     -       333.912  (meters)    1095.51   (feet)  ADJUSTED  
 LF0615  ___________________________________________________________________
 LF0615  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LF0615  DYNAMIC HT  -         333.725 (meters)    1094.90  (feet)  COMP
 LF0615  MODELED GRAV-     980,058.5   (mgal)                       NAVD 88
 LF0615
 LF0615  VERT ORDER  -  SECOND    CLASS 0
 LF0615
 LF0615.The horizontal coordinates were scaled from a topographic map and have
 LF0615.an estimated accuracy of +/- 6 seconds.
 LF0615
 LF0615.The orthometric height was determined by differential leveling
 LF0615.and adjusted by the National Geodetic Survey in June 1991..
 LF0615
 LF0615.The geoid height was determined by GEOID03.
 LF0615
 LF0615.The dynamic height is computed by dividing the NAVD 88
 LF0615.geopotential number by the normal gravity value computed on the
 LF0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0615.degrees latitude (g = 980.6199 gals.).
 LF0615
 LF0615.The modeled gravity was interpolated from observed gravity values.
 LF0615
 LF0615;                    North         East    Units  Estimated Accuracy
 LF0615;SPC NE       -    54,040.      877,350.      MT  (+/- 180 meters Scaled)
 LF0615
 LF0615                          SUPERSEDED SURVEY CONTROL
 LF0615
 LF0615  NGVD 29 (??/??/92)  333.837  (m)         1095.26   (f) ADJ UNCH    2 0
 LF0615
 LF0615.Superseded values are not recommended for survey control.
 LF0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0615.See file dsdata.txt to determine how the superseded data were derived.
 LF0615
 LF0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE819567(NAD 83)
 LF0615_MARKER: DB = BENCH MARK DISK
 LF0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0615_SP_SET: CULVERT
 LF0615_STAMPING: K 266 1947
 LF0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0615
 LF0615  HISTORY     - Date     Condition        Report By
 LF0615  HISTORY     - 1947     MONUMENTED       CGS
 LF0615  HISTORY     - 1960     GOOD             NGS
 LF0615  HISTORY     - 1980     GOOD             LOCSUR
 LF0615
 LF0615                          STATION DESCRIPTION
 LF0615
 LF0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0615'1.8 MI NE FROM BARADA.
 LF0615'1.0 MILE NORTH AND 0.8 MILE EAST ALONG DIRT ROADS FROM THE
 LF0615'SCHOOL AT BARADA, 0.2 MILE WEST OF A NORTH-SOUTH CROSS ROAD AND
 LF0615'AT THE CROSSING OF A DEEP RAVINE, 25.0 FEET SOUTH OF THE CENTER
 LF0615'OF THE ROAD, SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD
 LF0615'WALL OF A 6X12X24-FOOT CONCRETE CULVERT UNDER THE ROAD AND ABOUT
 LF0615'6 FEET BELOW THE ROAD.
 LF0615
 LF0615                          STATION RECOVERY (1960)
 LF0615
 LF0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LF0615'RECOVERED IN GOOD CONDITION.
 LF0615
 LF0615                          STATION RECOVERY (1980)
 LF0615
 LF0615'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0641 ***********************************************************************
 LF0641  DESIGNATION -  K 267
 LF0641  PID         -  LF0641
 LF0641  STATE/COUNTY-  NE/RICHARDSON
 LF0641  USGS QUAD   -  BARADA (1966)
 LF0641
 LF0641                         *CURRENT SURVEY CONTROL
 LF0641  ___________________________________________________________________
 LF0641* NAD 83(1986)-  40 10 41.     (N)    095 35 48.     (W)     SCALED    
 LF0641* NAVD 88     -       328.048  (meters)    1076.27   (feet)  ADJUSTED  
 LF0641  ___________________________________________________________________
 LF0641  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LF0641  DYNAMIC HT  -         327.866 (meters)    1075.67  (feet)  COMP
 LF0641  MODELED GRAV-     980,063.3   (mgal)                       NAVD 88
 LF0641
 LF0641  VERT ORDER  -  SECOND    CLASS 0
 LF0641
 LF0641.The horizontal coordinates were scaled from a topographic map and have
 LF0641.an estimated accuracy of +/- 6 seconds.
 LF0641
 LF0641.The orthometric height was determined by differential leveling
 LF0641.and adjusted by the National Geodetic Survey in June 1991..
 LF0641
 LF0641.The geoid height was determined by GEOID03.
 LF0641
 LF0641.The dynamic height is computed by dividing the NAVD 88
 LF0641.geopotential number by the normal gravity value computed on the
 LF0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0641.degrees latitude (g = 980.6199 gals.).
 LF0641
 LF0641.The modeled gravity was interpolated from observed gravity values.
 LF0641
 LF0641;                    North         East    Units  Estimated Accuracy
 LF0641;SPC NE       -    47,820.      874,850.      MT  (+/- 180 meters Scaled)
 LF0641
 LF0641                          SUPERSEDED SURVEY CONTROL
 LF0641
 LF0641  NGVD 29 (??/??/92)  327.976  (m)         1076.03   (f) ADJ UNCH    2 0
 LF0641
 LF0641.Superseded values are not recommended for survey control.
 LF0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0641.See file dsdata.txt to determine how the superseded data were derived.
 LF0641
 LF0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE789507(NAD 83)
 LF0641_MARKER: DB = BENCH MARK DISK
 LF0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0641_SP_SET: CULVERT
 LF0641_STAMPING: K 267 1947
 LF0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0641
 LF0641  HISTORY     - Date     Condition        Report By
 LF0641  HISTORY     - 1947     MONUMENTED       CGS
 LF0641  HISTORY     - 1980     GOOD             LOCSUR
 LF0641
 LF0641                          STATION DESCRIPTION
 LF0641
 LF0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0641'3.6 MI S FROM BARADA.
 LF0641'0.9 MILE WEST ALONG STATE HIGHWAY NO. 62 AND 2.75 MILES SOUTH
 LF0641'ALONG A GRAVEL ROAD FROM THE SCHOOL AT BARADA, 0.25 MILE NORTH
 LF0641'OF AN EAST-WEST CROSS ROAD, 166.0 FEET NORTH OF A POINT IN
 LF0641'LINE WITH THE CENTER OF A PRIVATE DRIVE-WAY LEADING WEST TO A
 LF0641'FARM HOUSE, 14.0 FEET EAST OF THE CENTER OF THE MAIN ROAD, SET
 LF0641'IN THE TOP OF AND 6.4 FEET SOUTH OF THE NORTH END OF THE EAST
 LF0641'HEAD WALL OF A 5 X 5 X 10 FOOT CONCRETE CULVERT UNDER THE ROAD,
 LF0641'2.2 FEET NORTH OF THE NORTH EDGE OF A CONCRETE CLEARANCE MARKER
 LF0641'POST WHICH IS AT THE CENTER OF THE CULVERT HEAD WALL, ABOUT
 LF0641'THE SAME ELEVATION AS THE ROAD.
 LF0641
 LF0641                          STATION RECOVERY (1980)
 LF0641
 LF0641'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0288 ***********************************************************************
 LH0288  DESIGNATION -  K 268
 LH0288  PID         -  LH0288
 LH0288  STATE/COUNTY-  NE/WEBSTER
 LH0288  USGS QUAD   -  GUIDE ROCK (1974)
 LH0288
 LH0288                         *CURRENT SURVEY CONTROL
 LH0288  ___________________________________________________________________
 LH0288* NAD 83(1986)-  40 01 01.     (N)    098 19 49.     (W)     SCALED    
 LH0288* NAVD 88     -       535.431  (meters)    1756.66   (feet)  ADJUSTED  
 LH0288  ___________________________________________________________________
 LH0288  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LH0288  DYNAMIC HT  -         535.110 (meters)    1755.61  (feet)  COMP
 LH0288  MODELED GRAV-     980,009.9   (mgal)                       NAVD 88
 LH0288
 LH0288  VERT ORDER  -  FIRST     CLASS II
 LH0288
 LH0288.The horizontal coordinates were scaled from a topographic map and have
 LH0288.an estimated accuracy of +/- 6 seconds.
 LH0288
 LH0288.The orthometric height was determined by differential leveling
 LH0288.and adjusted by the National Geodetic Survey in June 1991..
 LH0288
 LH0288.The geoid height was determined by GEOID03.
 LH0288
 LH0288.The dynamic height is computed by dividing the NAVD 88
 LH0288.geopotential number by the normal gravity value computed on the
 LH0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0288.degrees latitude (g = 980.6199 gals.).
 LH0288
 LH0288.The modeled gravity was interpolated from observed gravity values.
 LH0288
 LH0288;                    North         East    Units  Estimated Accuracy
 LH0288;SPC NE       -    21,760.      642,540.      MT  (+/- 180 meters Scaled)
 LH0288
 LH0288                          SUPERSEDED SURVEY CONTROL
 LH0288
 LH0288  NGVD 29 (??/??/92)  535.226  (m)         1755.99   (f) ADJ UNCH    1 2
 LH0288
 LH0288.Superseded values are not recommended for survey control.
 LH0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0288.See file dsdata.txt to determine how the superseded data were derived.
 LH0288
 LH0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK571298(NAD 83)
 LH0288_MARKER: DB = BENCH MARK DISK
 LH0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0288_STAMPING: K 268 1947
 LH0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0288+STABILITY: SURFACE MOTION
 LH0288
 LH0288  HISTORY     - Date     Condition        Report By
 LH0288  HISTORY     - 1947     MONUMENTED       CGS
 LH0288
 LH0288                          STATION DESCRIPTION
 LH0288
 LH0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0288'3.6 MI S FROM GUIDE ROCK.
 LH0288'3.65 MILES SOUTH ALONG STATE HIGHWAY NO. 78 FROM THE CHICAGO,
 LH0288'BURLINGTON AND QUINCY RAILROAD STATION AT GUIDE ROCK, 1.0 MILE
 LH0288'NORTH OF THE NEBRASKA-KANSAS STATE LINE, AT THE TOP OF A HILL
 LH0288'AND IN THE NORTHWEST ANGLE OF AN EAST-WEST CROSS ROAD, 98.0 FEET
 LH0288'WEST OF THE CENTER OF THE HIGHWAY, 44.0 FEET NORTH OF THE
 LH0288'EAST-WEST CROSS ROAD, 1.7 FOOT NORTH OF A REFERENCE POST, SET IN
 LH0288'A CONCRETE POST ABOUT 3 FEET ABOVE THE HIGHWAY AND PROJECTING
 LH0288'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0119 ***********************************************************************
 LG0119  DESIGNATION -  K 269
 LG0119  PID         -  LG0119
 LG0119  STATE/COUNTY-  NE/CASS
 LG0119  USGS QUAD   -  AVOCA (1966)
 LG0119
 LG0119                         *CURRENT SURVEY CONTROL
 LG0119  ___________________________________________________________________
 LG0119* NAD 83(1986)-  40 49 59.     (N)    096 00 25.     (W)     SCALED    
 LG0119* NAVD 88     -       304.473  (meters)     998.93   (feet)  ADJUSTED  
 LG0119  ___________________________________________________________________
 LG0119  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 LG0119  DYNAMIC HT  -         304.338 (meters)     998.48  (feet)  COMP
 LG0119  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 LG0119
 LG0119  VERT ORDER  -  SECOND    CLASS 0
 LG0119
 LG0119.The horizontal coordinates were scaled from a topographic map and have
 LG0119.an estimated accuracy of +/- 6 seconds.
 LG0119
 LG0119.The orthometric height was determined by differential leveling
 LG0119.and adjusted by the National Geodetic Survey in June 1991..
 LG0119
 LG0119.The geoid height was determined by GEOID03.
 LG0119
 LG0119.The dynamic height is computed by dividing the NAVD 88
 LG0119.geopotential number by the normal gravity value computed on the
 LG0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0119.degrees latitude (g = 980.6199 gals.).
 LG0119
 LG0119.The modeled gravity was interpolated from observed gravity values.
 LG0119
 LG0119;                    North         East    Units  Estimated Accuracy
 LG0119;SPC NE       -   118,770.      836,590.      MT  (+/- 180 meters Scaled)
 LG0119
 LG0119                          SUPERSEDED SURVEY CONTROL
 LG0119
 LG0119  NGVD 29 (??/??/92)  304.381  (m)          998.62   (f) ADJ UNCH    2 0
 LG0119
 LG0119.Superseded values are not recommended for survey control.
 LG0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0119.See file dsdata.txt to determine how the superseded data were derived.
 LG0119
 LG0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL523245(NAD 83)
 LG0119_MARKER: DB = BENCH MARK DISK
 LG0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0119_STAMPING: K 269 1947
 LG0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0119+STABILITY: SURFACE MOTION
 LG0119
 LG0119  HISTORY     - Date     Condition        Report By
 LG0119  HISTORY     - 1947     MONUMENTED       CGS
 LG0119  HISTORY     - 1961     GOOD             NGS
 LG0119
 LG0119                          STATION DESCRIPTION
 LG0119
 LG0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0119'0.9 MI W FROM NEHAWKA.
 LG0119'0.9 MILE WEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 LG0119'STATION AT NEHAWKA, AT A ROAD CROSSING, 63.0 FEET WEST OF THE
 LG0119'CENTER LINE OF THE ROAD, 46.9 FEET SOUTHWEST OF THE FIRST POWER
 LG0119'POLE NORTH OF THE RAILWAY AND ON THE WEST SIDE OF THE ROAD, 45.9
 LG0119'FEET NORTH OF THE NORTH RAIL AND 3.0 FEET LOWER, 43.3 FEET
 LG0119'NORTHWEST OF THE SECOND POLE EAST OF MILEPOST 452/20, 2.0 FEET
 LG0119'SOUTH OF A FENCE, 2.0 FEET EAST OF A REFERENCE POST, SET IN THE
 LG0119'TOP OF A CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LG0119
 LG0119                          STATION RECOVERY (1961)
 LG0119
 LG0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LG0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0141 ***********************************************************************
 LJ0141  DESIGNATION -  K 27
 LJ0141  PID         -  LJ0141
 LJ0141  STATE/COUNTY-  NE/FRONTIER
 LJ0141  USGS QUAD   -  CURTIS (1956)
 LJ0141
 LJ0141                         *CURRENT SURVEY CONTROL
 LJ0141  ___________________________________________________________________
 LJ0141* NAD 83(1986)-  40 39 28.     (N)    100 37 29.     (W)     SCALED    
 LJ0141* NAVD 88     -       821.195  (meters)    2694.20   (feet)  ADJUSTED  
 LJ0141  ___________________________________________________________________
 LJ0141  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 LJ0141  DYNAMIC HT  -         820.681 (meters)    2692.52  (feet)  COMP
 LJ0141  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 LJ0141
 LJ0141  VERT ORDER  -  SECOND    CLASS 0
 LJ0141
 LJ0141.The horizontal coordinates were scaled from a topographic map and have
 LJ0141.an estimated accuracy of +/- 6 seconds.
 LJ0141
 LJ0141.The orthometric height was determined by differential leveling
 LJ0141.and adjusted by the National Geodetic Survey in June 1991..
 LJ0141
 LJ0141.The geoid height was determined by GEOID03.
 LJ0141
 LJ0141.The dynamic height is computed by dividing the NAVD 88
 LJ0141.geopotential number by the normal gravity value computed on the
 LJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0141.degrees latitude (g = 980.6199 gals.).
 LJ0141
 LJ0141.The modeled gravity was interpolated from observed gravity values.
 LJ0141
 LJ0141;                    North         East    Units  Estimated Accuracy
 LJ0141;SPC NE       -    91,730.      447,180.      MT  (+/- 180 meters Scaled)
 LJ0141
 LJ0141                          SUPERSEDED SURVEY CONTROL
 LJ0141
 LJ0141  NGVD 29 (??/??/92)  820.843  (m)         2693.05   (f) ADJ UNCH    2 0
 LJ0141
 LJ0141.Superseded values are not recommended for survey control.
 LJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0141.See file dsdata.txt to determine how the superseded data were derived.
 LJ0141
 LJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL626020(NAD 83)
 LJ0141_MARKER: DB = BENCH MARK DISK
 LJ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0141_STAMPING: K 27 1934
 LJ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0141+STABILITY: SURFACE MOTION
 LJ0141
 LJ0141  HISTORY     - Date     Condition        Report By
 LJ0141  HISTORY     - 1934     MONUMENTED       CGS
 LJ0141  HISTORY     - 1941     GOOD             NGS
 LJ0141
 LJ0141                          STATION DESCRIPTION
 LJ0141
 LJ0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0141'AT MAYWOOD.
 LJ0141'AT MAYWOOD, FRONTIER COUNTY, AT THE SOUTHWEST CORNER OF THE
 LJ0141'SCHOOL BUILDING, 46 FEET EAST OF A NORTH-AND-SOUTH STREET, AND
 LJ0141'36 FEET NORTH OF AN EAST-AND-WEST STREET.  A STANDARD DISK,
 LJ0141'STAMPED K 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1020 ***********************************************************************
 NM1020  DESIGNATION -  K 270
 NM1020  PID         -  NM1020
 NM1020  STATE/COUNTY-  NE/CEDAR
 NM1020  USGS QUAD   -  GAVINS POINT DAM (1968)
 NM1020
 NM1020                         *CURRENT SURVEY CONTROL
 NM1020  ___________________________________________________________________
 NM1020* NAD 83(1986)-  42 49 55.     (N)    097 27 36.     (W)     SCALED    
 NM1020* NAVD 88     -       402.457  (meters)    1320.39   (feet)  ADJUSTED  
 NM1020  ___________________________________________________________________
 NM1020  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM1020  DYNAMIC HT  -         402.340 (meters)    1320.01  (feet)  COMP
 NM1020  MODELED GRAV-     980,318.6   (mgal)                       NAVD 88
 NM1020
 NM1020  VERT ORDER  -  FIRST     CLASS II
 NM1020
 NM1020.The horizontal coordinates were scaled from a topographic map and have
 NM1020.an estimated accuracy of +/- 6 seconds.
 NM1020
 NM1020.The orthometric height was determined by differential leveling
 NM1020.and adjusted by the National Geodetic Survey in June 1991..
 NM1020
 NM1020.The geoid height was determined by GEOID03.
 NM1020
 NM1020.The dynamic height is computed by dividing the NAVD 88
 NM1020.geopotential number by the normal gravity value computed on the
 NM1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1020.degrees latitude (g = 980.6199 gals.).
 NM1020
 NM1020.The modeled gravity was interpolated from observed gravity values.
 NM1020
 NM1020;                    North         East    Units  Estimated Accuracy
 NM1020;SPC NE       -   336,000.      707,630.      MT  (+/- 180 meters Scaled)
 NM1020
 NM1020                          SUPERSEDED SURVEY CONTROL
 NM1020
 NM1020  NGVD 29 (??/??/92)  402.252  (m)         1319.72   (f) ADJ UNCH    1 2
 NM1020
 NM1020.Superseded values are not recommended for survey control.
 NM1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1020.See file dsdata.txt to determine how the superseded data were derived.
 NM1020
 NM1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN258433(NAD 83)
 NM1020_MARKER: DB = BENCH MARK DISK
 NM1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1020_STAMPING: K 270 1949
 NM1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1020+STABILITY: SURFACE MOTION
 NM1020
 NM1020  HISTORY     - Date     Condition        Report By
 NM1020  HISTORY     - 1949     MONUMENTED       CGS
 NM1020  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1020
 NM1020                          STATION DESCRIPTION
 NM1020
 NM1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1020'4.5 MI SW FROM YANKTON.
 NM1020'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1020'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE 3.4
 NM1020'MILES SOUTHWEST ALONG U.S. HIGHWAY 81, ON TOP OF A SMALL KNOLL,
 NM1020'IN BETWEEN TWO CURVES, 0.55 MILE SOUTHWEST OF THE ATENS CEMETERY
 NM1020'GATE, 32.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 NM1020'EAST OF A FENCE LINE, 1.8 FEET SOUTH OF A REFERENCE POST, AND
 NM1020'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 NM1020'GROUND.
 NM1020
 NM1020                          STATION RECOVERY (1981)
 NM1020
 NM1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1403 ***********************************************************************
 NM1403  DESIGNATION -  K 271
 NM1403  PID         -  NM1403
 NM1403  STATE/COUNTY-  NE/KNOX
 NM1403  USGS QUAD   -  BON HOMME COLONY (1974)
 NM1403
 NM1403                         *CURRENT SURVEY CONTROL
 NM1403  ___________________________________________________________________
 NM1403* NAD 83(1986)-  42 46 49.     (N)    097 44 47.     (W)     SCALED    
 NM1403* NAVD 88     -       540.356  (meters)    1772.82   (feet)  ADJUSTED  
 NM1403  ___________________________________________________________________
 NM1403  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 NM1403  DYNAMIC HT  -         540.169 (meters)    1772.20  (feet)  COMP
 NM1403  MODELED GRAV-     980,257.6   (mgal)                       NAVD 88
 NM1403
 NM1403  VERT ORDER  -  SECOND    CLASS 0
 NM1403
 NM1403.The horizontal coordinates were scaled from a topographic map and have
 NM1403.an estimated accuracy of +/- 6 seconds.
 NM1403
 NM1403.The orthometric height was determined by differential leveling
 NM1403.and adjusted by the National Geodetic Survey in June 1991..
 NM1403
 NM1403.The geoid height was determined by GEOID03.
 NM1403
 NM1403.The dynamic height is computed by dividing the NAVD 88
 NM1403.geopotential number by the normal gravity value computed on the
 NM1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1403.degrees latitude (g = 980.6199 gals.).
 NM1403
 NM1403.The modeled gravity was interpolated from observed gravity values.
 NM1403
 NM1403;                    North         East    Units  Estimated Accuracy
 NM1403;SPC NE       -   329,620.      684,380.      MT  (+/- 180 meters Scaled)
 NM1403
 NM1403                          SUPERSEDED SURVEY CONTROL
 NM1403
 NM1403  NGVD 29 (??/??/92)  540.123  (m)         1772.05   (f) ADJ UNCH    2 0
 NM1403
 NM1403.Superseded values are not recommended for survey control.
 NM1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1403.See file dsdata.txt to determine how the superseded data were derived.
 NM1403
 NM1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN025371(NAD 83)
 NM1403_MARKER: DB = BENCH MARK DISK
 NM1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1403_STAMPING: K 271 1949
 NM1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1403+STABILITY: SURFACE MOTION
 NM1403
 NM1403  HISTORY     - Date     Condition        Report By
 NM1403  HISTORY     - 1949     MONUMENTED       CGS
 NM1403
 NM1403                          STATION DESCRIPTION
 NM1403
 NM1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1403'5.6 MI NW FROM LINDY.
 NM1403'1.6 MILES NORTH ALONG A DIRT ROAD FROM THE JUNCTION WITH THE
 NM1403'MAIN STREET OF LINDY, THENCE 1.0 EAST ALONG A DIRT ROAD, THENCE
 NM1403'1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 NM1403'A DIRT ROAD, THENCE 0.5 MILE NORTHWEST ALONG A WINDING DIRT ROAD,
 NM1403'27 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.6 FEET
 NM1403'NORTHWEST OF A BRACED POWER LINE POLE, 1.5 FEET NORTHWEST OF A
 NM1403'FENCE LINE, 1.5 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN
 NM1403'THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NM1403'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0321 ***********************************************************************
 NN0321  DESIGNATION -  K 273
 NN0321  PID         -  NN0321
 NN0321  STATE/COUNTY-  NE/BOYD
 NN0321  USGS QUAD   -  GROSS (1964)
 NN0321
 NN0321                         *CURRENT SURVEY CONTROL
 NN0321  ___________________________________________________________________
 NN0321* NAD 83(1986)-  42 55 47.     (N)    098 32 40.     (W)     SCALED    
 NN0321* NAVD 88     -       528.890  (meters)    1735.20   (feet)  ADJUSTED  
 NN0321  ___________________________________________________________________
 NN0321  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 NN0321  DYNAMIC HT  -         528.701 (meters)    1734.58  (feet)  COMP
 NN0321  MODELED GRAV-     980,248.1   (mgal)                       NAVD 88
 NN0321
 NN0321  VERT ORDER  -  SECOND    CLASS 0
 NN0321
 NN0321.The horizontal coordinates were scaled from a topographic map and have
 NN0321.an estimated accuracy of +/- 6 seconds.
 NN0321
 NN0321.The orthometric height was determined by differential leveling
 NN0321.and adjusted by the National Geodetic Survey in June 1991..
 NN0321
 NN0321.The geoid height was determined by GEOID03.
 NN0321
 NN0321.The dynamic height is computed by dividing the NAVD 88
 NN0321.geopotential number by the normal gravity value computed on the
 NN0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0321.degrees latitude (g = 980.6199 gals.).
 NN0321
 NN0321.The modeled gravity was interpolated from observed gravity values.
 NN0321
 NN0321;                    North         East    Units  Estimated Accuracy
 NN0321;SPC NE       -   344,810.      618,810.      MT  (+/- 180 meters Scaled)
 NN0321
 NN0321                          SUPERSEDED SURVEY CONTROL
 NN0321
 NN0321  NGVD 29 (??/??/92)  528.607  (m)         1734.27   (f) ADJ UNCH    2 0
 NN0321
 NN0321.Superseded values are not recommended for survey control.
 NN0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0321.See file dsdata.txt to determine how the superseded data were derived.
 NN0321
 NN0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN371531(NAD 83)
 NN0321_MARKER: DB = BENCH MARK DISK
 NN0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0321_STAMPING: K 273 1949
 NN0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0321+STABILITY: SURFACE MOTION
 NN0321
 NN0321  HISTORY     - Date     Condition        Report By
 NN0321  HISTORY     - 1949     MONUMENTED       CGS
 NN0321
 NN0321                          STATION DESCRIPTION
 NN0321
 NN0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0321'9.9 MI NE FROM BRISTOW.
 NN0321'6.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0321'THENCE 2.0 MILES EAST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG
 NN0321'A DIRT ROAD, IN THE SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING,
 NN0321'115.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 33.0
 NN0321'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 75.5 FEET
 NN0321'EAST OF A CORNER FENCE POST, 1.2 FEET NORTH OF A FENCE, 1.1 FEET
 NN0321'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NN0321'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS
 NN0321'LOCATED 1.0 MILE WEST OF BENCH MARK J 273.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1129 ***********************************************************************
 NM1129  DESIGNATION -  K 274
 NM1129  PID         -  NM1129
 NM1129  STATE/COUNTY-  NE/CEDAR
 NM1129  USGS QUAD   -  HARTINGTON (1968)
 NM1129
 NM1129                         *CURRENT SURVEY CONTROL
 NM1129  ___________________________________________________________________
 NM1129* NAD 83(1986)-  42 36 12.     (N)    097 15 02.     (W)     SCALED    
 NM1129* NAVD 88     -       420.240  (meters)    1378.74   (feet)  ADJUSTED  
 NM1129  ___________________________________________________________________
 NM1129  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM1129  DYNAMIC HT  -         420.095 (meters)    1378.26  (feet)  COMP
 NM1129  MODELED GRAV-     980,263.9   (mgal)                       NAVD 88
 NM1129
 NM1129  VERT ORDER  -  SECOND    CLASS 0
 NM1129
 NM1129.This mark is at Hartington Municipal Airport (NE02)
 NM1129
 NM1129.The horizontal coordinates were scaled from a topographic map and have
 NM1129.an estimated accuracy of +/- 6 seconds.
 NM1129
 NM1129.The orthometric height was determined by differential leveling
 NM1129.and adjusted by the National Geodetic Survey in June 1991..
 NM1129
 NM1129.The geoid height was determined by GEOID03.
 NM1129
 NM1129.The dynamic height is computed by dividing the NAVD 88
 NM1129.geopotential number by the normal gravity value computed on the
 NM1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1129.degrees latitude (g = 980.6199 gals.).
 NM1129
 NM1129.The modeled gravity was interpolated from observed gravity values.
 NM1129
 NM1129;                    North         East    Units  Estimated Accuracy
 NM1129;SPC NE       -   311,150.      725,560.      MT  (+/- 180 meters Scaled)
 NM1129
 NM1129                          SUPERSEDED SURVEY CONTROL
 NM1129
 NM1129  NGVD 29 (??/??/92)  420.036  (m)         1378.07   (f) ADJ UNCH    2 0
 NM1129
 NM1129.Superseded values are not recommended for survey control.
 NM1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1129.See file dsdata.txt to determine how the superseded data were derived.
 NM1129
 NM1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN435182(NAD 83)
 NM1129_MARKER: DB = BENCH MARK DISK
 NM1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1129_STAMPING: K 274 1949
 NM1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1129+STABILITY: SURFACE MOTION
 NM1129
 NM1129  HISTORY     - Date     Condition        Report By
 NM1129  HISTORY     - 1949     MONUMENTED       CGS
 NM1129
 NM1129                          STATION DESCRIPTION
 NM1129
 NM1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1129'1.8 MI SE FROM HARTINGTON.
 NM1129'0.75 MILE EAST ALONG STATE HIGHWAY 84 FROM THE COURTHOUSE AT
 NM1129'HARTINGTON, THENCE 0.45 MILE SOUTH ALONG STATE HIGHWAY 84,
 NM1129'THENCE 0.6 MILE SOUTH ALONG A GRAVELED ROAD, AT THE HARTINGTON
 NM1129'AIRPORT, 10.0 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 NM1129'SOUTHWEST DOOR OF THE HANGAR, 1.8 FEET SOUTH OF THE WEST
 NM1129'CORNER OF THE HANGAR, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 NM1129'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1125 ***********************************************************************
 NM1125  DESIGNATION -  K 275
 NM1125  PID         -  NM1125
 NM1125  STATE/COUNTY-  NE/CEDAR
 NM1125  USGS QUAD   -  HARTINGTON (1968)
 NM1125
 NM1125                         *CURRENT SURVEY CONTROL
 NM1125  ___________________________________________________________________
 NM1125* NAD 83(1986)-  42 36 46.     (N)    097 15 48.     (W)     SCALED    
 NM1125* NAVD 88     -       423.330  (meters)    1388.88   (feet)  ADJUSTED  
 NM1125  ___________________________________________________________________
 NM1125  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NM1125  DYNAMIC HT  -         423.185 (meters)    1388.40  (feet)  COMP
 NM1125  MODELED GRAV-     980,265.5   (mgal)                       NAVD 88
 NM1125
 NM1125  VERT ORDER  -  SECOND    CLASS 0
 NM1125
 NM1125.The horizontal coordinates were scaled from a topographic map and have
 NM1125.an estimated accuracy of +/- 6 seconds.
 NM1125
 NM1125.The orthometric height was determined by differential leveling
 NM1125.and adjusted by the National Geodetic Survey in June 1991..
 NM1125
 NM1125.The geoid height was determined by GEOID03.
 NM1125
 NM1125.The dynamic height is computed by dividing the NAVD 88
 NM1125.geopotential number by the normal gravity value computed on the
 NM1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1125.degrees latitude (g = 980.6199 gals.).
 NM1125
 NM1125.The modeled gravity was interpolated from observed gravity values.
 NM1125
 NM1125;                    North         East    Units  Estimated Accuracy
 NM1125;SPC NE       -   312,160.      724,470.      MT  (+/- 180 meters Scaled)
 NM1125
 NM1125                          SUPERSEDED SURVEY CONTROL
 NM1125
 NM1125  NGVD 29 (??/??/92)  423.127  (m)         1388.21   (f) ADJ UNCH    2 0
 NM1125
 NM1125.Superseded values are not recommended for survey control.
 NM1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1125.See file dsdata.txt to determine how the superseded data were derived.
 NM1125
 NM1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN424192(NAD 83)
 NM1125_MARKER: DB = BENCH MARK DISK
 NM1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1125_STAMPING: K 275 1949
 NM1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1125+STABILITY: SURFACE MOTION
 NM1125
 NM1125  HISTORY     - Date     Condition        Report By
 NM1125  HISTORY     - 1949     MONUMENTED       CGS
 NM1125  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 NM1125
 NM1125                          STATION DESCRIPTION
 NM1125
 NM1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1125'1 MI S FROM HARTINGTON.
 NM1125'1.0 MILE SOUTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS, AND
 NM1125'OMAHA RAILROAD FROM THE RAILROAD STATION AT HARTINGTON, 128.0
 NM1125'FEET NORTHWEST OF THE NORTHWEST RAIL FROM A POINT IN THE CENTER
 NM1125'OF THE ROAD CROSSING, 81 FEET NORTH OF THE CENTER LINE OF AN
 NM1125'EAST-WEST ROAD, 40 FEET WEST OF THE CENTER LINE OF A T ROAD
 NM1125'LEADING NORTH, 12.0 FEET WEST OF THE RIGHT-OF-WAY FENCE, 2.0
 NM1125'FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM1125'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1125
 NM1125                          STATION RECOVERY (1969)
 NM1125
 NM1125'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 NM1125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0880 ***********************************************************************
 NM0880  DESIGNATION -  K 276
 NM0880  PID         -  NM0880
 NM0880  STATE/COUNTY-  NE/DIXON
 NM0880  USGS QUAD   -  BURBANK (1994)
 NM0880
 NM0880                         *CURRENT SURVEY CONTROL
 NM0880  ___________________________________________________________________
 NM0880* NAD 83(1986)-  42 40 04.     (N)    096 49 13.     (W)     SCALED    
 NM0880* NAVD 88     -       433.226  (meters)    1421.34   (feet)  ADJUSTED  
 NM0880  ___________________________________________________________________
 NM0880  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM0880  DYNAMIC HT  -         433.094 (meters)    1420.91  (feet)  COMP
 NM0880  MODELED GRAV-     980,304.6   (mgal)                       NAVD 88
 NM0880
 NM0880  VERT ORDER  -  SECOND    CLASS 0
 NM0880
 NM0880.The horizontal coordinates were scaled from a topographic map and have
 NM0880.an estimated accuracy of +/- 6 seconds.
 NM0880
 NM0880.The orthometric height was determined by differential leveling
 NM0880.and adjusted by the National Geodetic Survey in June 1991..
 NM0880
 NM0880.The geoid height was determined by GEOID03.
 NM0880
 NM0880.The dynamic height is computed by dividing the NAVD 88
 NM0880.geopotential number by the normal gravity value computed on the
 NM0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0880.degrees latitude (g = 980.6199 gals.).
 NM0880
 NM0880.The modeled gravity was interpolated from observed gravity values.
 NM0880
 NM0880;                    North         East    Units  Estimated Accuracy
 NM0880;SPC NE       -   319,510.      760,580.      MT  (+/- 180 meters Scaled)
 NM0880
 NM0880                          SUPERSEDED SURVEY CONTROL
 NM0880
 NM0880  NGVD 29 (??/??/92)  433.042  (m)         1420.74   (f) ADJ UNCH    2 0
 NM0880
 NM0880.Superseded values are not recommended for survey control.
 NM0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0880.See file dsdata.txt to determine how the superseded data were derived.
 NM0880
 NM0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN786262(NAD 83)
 NM0880_MARKER: DB = BENCH MARK DISK
 NM0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0880_STAMPING: K 276 1949
 NM0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0880+STABILITY: SURFACE MOTION
 NM0880
 NM0880  HISTORY     - Date     Condition        Report By
 NM0880  HISTORY     - 1949     MONUMENTED       CGS
 NM0880
 NM0880                          STATION DESCRIPTION
 NM0880
 NM0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0880'5.2 MI SE FROM NEWCASTLE.
 NM0880'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 NM0880'AT NEWCASTLE, THENCE 0.75 MILE NORTH ALONG A GRADED DIRT ROAD,
 NM0880'THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.4 MILES
 NM0880'NORTH ALONG A GRADED DIRT ROAD, ABOUT 1.0 MILE SOUTH OF THE
 NM0880'MISSOURI RIVER, 0.1 MILE SOUTH OF A WINDMILL, 32 FEET EAST OF THE
 NM0880'CENTER LINE OF THE ROAD, 17.4 FEET EAST OF THE RIGHT-OF-WAY
 NM0880'FENCE, 2.0 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF
 NM0880'A 6-FOOT CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0151 ***********************************************************************
 LG0151  DESIGNATION -  K 277
 LG0151  PID         -  LG0151
 LG0151  STATE/COUNTY-  NE/CASS
 LG0151  USGS QUAD   -  WEEPING WATER NE (1956)
 LG0151
 LG0151                         *CURRENT SURVEY CONTROL
 LG0151  ___________________________________________________________________
 LG0151* NAD 83(1986)-  40 54 52.     (N)    096 06 08.     (W)     SCALED    
 LG0151* NAVD 88     -       377.984  (meters)    1240.10   (feet)  ADJUSTED  
 LG0151  ___________________________________________________________________
 LG0151  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 LG0151  DYNAMIC HT  -         377.826 (meters)    1239.58  (feet)  COMP
 LG0151  MODELED GRAV-     980,192.8   (mgal)                       NAVD 88
 LG0151
 LG0151  VERT ORDER  -  SECOND    CLASS 0
 LG0151
 LG0151.The horizontal coordinates were scaled from a topographic map and have
 LG0151.an estimated accuracy of +/- 6 seconds.
 LG0151
 LG0151.The orthometric height was determined by differential leveling
 LG0151.and adjusted by the National Geodetic Survey in June 1991..
 LG0151
 LG0151.The geoid height was determined by GEOID03.
 LG0151
 LG0151.The dynamic height is computed by dividing the NAVD 88
 LG0151.geopotential number by the normal gravity value computed on the
 LG0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0151.degrees latitude (g = 980.6199 gals.).
 LG0151
 LG0151.The modeled gravity was interpolated from observed gravity values.
 LG0151
 LG0151;                    North         East    Units  Estimated Accuracy
 LG0151;SPC NE       -   127,430.      828,160.      MT  (+/- 180 meters Scaled)
 LG0151
 LG0151                          SUPERSEDED SURVEY CONTROL
 LG0151
 LG0151  NGVD 29 (??/??/92)  377.889  (m)         1239.79   (f) ADJ UNCH    2 0
 LG0151
 LG0151.Superseded values are not recommended for survey control.
 LG0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0151.See file dsdata.txt to determine how the superseded data were derived.
 LG0151
 LG0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL440333(NAD 83)
 LG0151_MARKER: DB = BENCH MARK DISK
 LG0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0151_STAMPING: K 277 1950
 LG0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0151+STABILITY: SURFACE MOTION
 LG0151
 LG0151  HISTORY     - Date     Condition        Report By
 LG0151  HISTORY     - 1950     MONUMENTED       CGS
 LG0151
 LG0151                          STATION DESCRIPTION
 LG0151
 LG0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0151'5.5 MI NE FROM WEEPING WATER.
 LG0151'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE HIGH SCHOOL AT
 LG0151'WEEPING WATER, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 1, AT A
 LG0151'ROAD INTERSECTION, 37 FEET SOUTH OF THE CENTER LINE OF THE
 LG0151'HIGHWAY, 40 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 LG0151'ROAD, 6 FEET NORTHWEST OF A FENCE, 7 FEET SOUTHEAST OF A
 LG0151'TELEPHONE POLE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP
 LG0151'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0152 ***********************************************************************
 LG0152  DESIGNATION -  K 277 RESET
 LG0152  PID         -  LG0152
 LG0152  STATE/COUNTY-  NE/CASS
 LG0152  USGS QUAD   -  WEEPING WATER NE (1956)
 LG0152
 LG0152                         *CURRENT SURVEY CONTROL
 LG0152  ___________________________________________________________________
 LG0152* NAD 83(1986)-  40 54 52.     (N)    096 06 09.     (W)     SCALED    
 LG0152* NAVD 88     -       377.59   (meters)    1238.8    (feet)  RESET     
 LG0152  ___________________________________________________________________
 LG0152  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 LG0152
 LG0152  VERT ORDER  -  THIRD
 LG0152
 LG0152.The horizontal coordinates were scaled from a topographic map and have
 LG0152.an estimated accuracy of +/- 6 seconds.
 LG0152
 LG0152.The orthometric height was computed from unverified reset data.
 LG0152
 LG0152.The geoid height was determined by GEOID03.
 LG0152
 LG0152;                    North         East    Units  Estimated Accuracy
 LG0152;SPC NE       -   127,430.      828,140.      MT  (+/- 180 meters Scaled)
 LG0152
 LG0152                          SUPERSEDED SURVEY CONTROL
 LG0152
 LG0152  NGVD 29 (??/??/??)  377.50   (m)         1238.5    (f) RESET       3  
 LG0152
 LG0152.Superseded values are not recommended for survey control.
 LG0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0152.See file dsdata.txt to determine how the superseded data were derived.
 LG0152
 LG0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL440333(NAD 83)
 LG0152_MARKER: DB = BENCH MARK DISK
 LG0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0152_SP_SET: CONCRETE BASE
 LG0152_STAMPING: K 277 RESET 1966
 LG0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0152
 LG0152  HISTORY     - Date     Condition        Report By
 LG0152  HISTORY     - 1966     MONUMENTED       LOCENG
 LG0152
 LG0152                          STATION DESCRIPTION
 LG0152
 LG0152'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 LG0152'5.5 MI NE FROM WEEPING WATER.
 LG0152'ABOUT 3.5 MILES NORTH ALONG OLD STATE HIGHWAY 50 FROM THE HIGH
 LG0152'SCHOOL AT WEEPING WATER, THENCE 2 MILES EAST ALONG STATE HIGHWAY
 LG0152'1, AT A ROAD INTERSECTION, 60 FEET SOUTH OF THE CENTERLINE OF
 LG0152'THE HIGHWAY, 40 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 LG0152'ROAD, 1.0 FOOT NORTH OF A FENCE AND SET IN THE TOP OF A CONCRETE
 LG0152'BASE AND FENCE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0094 ***********************************************************************
 LH0094  DESIGNATION -  K 279
 LH0094  PID         -  LH0094
 LH0094  STATE/COUNTY-  NE/HALL
 LH0094  USGS QUAD   -  ALDA (1993)
 LH0094
 LH0094                         *CURRENT SURVEY CONTROL
 LH0094  ___________________________________________________________________
 LH0094* NAD 83(1986)-  40 50 38.     (N)    098 29 52.     (W)     SCALED    
 LH0094* NAVD 88     -       587.870  (meters)    1928.70   (feet)  ADJUSTED  
 LH0094  ___________________________________________________________________
 LH0094  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 LH0094  DYNAMIC HT  -         587.556 (meters)    1927.67  (feet)  COMP
 LH0094  MODELED GRAV-     980,071.5   (mgal)                       NAVD 88
 LH0094
 LH0094  VERT ORDER  -  SECOND    CLASS 0
 LH0094
 LH0094.The horizontal coordinates were scaled from a topographic map and have
 LH0094.an estimated accuracy of +/- 6 seconds.
 LH0094
 LH0094.The orthometric height was determined by differential leveling
 LH0094.and adjusted by the National Geodetic Survey in June 1991..
 LH0094
 LH0094.The geoid height was determined by GEOID03.
 LH0094
 LH0094.The dynamic height is computed by dividing the NAVD 88
 LH0094.geopotential number by the normal gravity value computed on the
 LH0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0094.degrees latitude (g = 980.6199 gals.).
 LH0094
 LH0094.The modeled gravity was interpolated from observed gravity values.
 LH0094
 LH0094;                    North         East    Units  Estimated Accuracy
 LH0094;SPC NE       -   113,300.      626,650.      MT  (+/- 180 meters Scaled)
 LH0094
 LH0094                          SUPERSEDED SURVEY CONTROL
 LH0094
 LH0094  NGVD 29 (??/??/92)  587.622  (m)         1927.89   (f) ADJ UNCH    2 0
 LH0094
 LH0094.Superseded values are not recommended for survey control.
 LH0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0094.See file dsdata.txt to determine how the superseded data were derived.
 LH0094
 LH0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL423215(NAD 83)
 LH0094_MARKER: DB = BENCH MARK DISK
 LH0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0094_STAMPING: K 279 1949
 LH0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0094+STABILITY: SURFACE MOTION
 LH0094
 LH0094  HISTORY     - Date     Condition        Report By
 LH0094  HISTORY     - 1949     MONUMENTED       CGS
 LH0094  HISTORY     - 1990     GOOD             USPSQD
 LH0094
 LH0094                          STATION DESCRIPTION
 LH0094
 LH0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0094'2 MI SW FROM ALDA.
 LH0094'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION
 LH0094'PACIFIC RAILROAD STATION AT ALDA, THENCE 0.8 MILE SOUTH ALONG
 LH0094'A GRAVELED ROAD, IN LINE WITH THE CENTER LINE OF A T ROAD
 LH0094'LEADING NORTH, 60 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 LH0094'ROAD, 1.5 FEET WEST OF A FENCE, 2.0 FEET NORTH OF A REFERENCE
 LH0094'POST, AND SET IN THE TOP OF A 10-FOOT CONCRETE POST PROJECTING
 LH0094'0.5 FOOT ABOVE THE GROUND AND WELDED ON THE END OF AN 8-FOOT
 LH0094'SECTION OF REINFORCEING STEEL.
 LH0094
 LH0094                          STATION RECOVERY (1990)
 LH0094
 LH0094'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0819 ***********************************************************************
 MK0819  DESIGNATION -  K 280
 MK0819  PID         -  MK0819
 MK0819  STATE/COUNTY-  NE/SARPY
 MK0819  USGS QUAD   -  RALSTON (1984)
 MK0819
 MK0819                         *CURRENT SURVEY CONTROL
 MK0819  ___________________________________________________________________
 MK0819* NAD 83(1986)-  41 08 01.     (N)    096 05 29.     (W)     SCALED    
 MK0819* NAVD 88     -       371.505  (meters)    1218.85   (feet)  ADJUSTED  
 MK0819  ___________________________________________________________________
 MK0819  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 MK0819  DYNAMIC HT  -         371.351 (meters)    1218.34  (feet)  COMP
 MK0819  MODELED GRAV-     980,199.4   (mgal)                       NAVD 88
 MK0819
 MK0819  VERT ORDER  -  SECOND    CLASS 0
 MK0819
 MK0819.The horizontal coordinates were scaled from a topographic map and have
 MK0819.an estimated accuracy of +/- 6 seconds.
 MK0819
 MK0819.The orthometric height was determined by differential leveling
 MK0819.and adjusted by the National Geodetic Survey in June 1991..
 MK0819
 MK0819.The geoid height was determined by GEOID03.
 MK0819
 MK0819.The dynamic height is computed by dividing the NAVD 88
 MK0819.geopotential number by the normal gravity value computed on the
 MK0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0819.degrees latitude (g = 980.6199 gals.).
 MK0819
 MK0819.The modeled gravity was interpolated from observed gravity values.
 MK0819
 MK0819;                    North         East    Units  Estimated Accuracy
 MK0819;SPC NE       -   151,780.      827,970.      MT  (+/- 180 meters Scaled)
 MK0819
 MK0819                          SUPERSEDED SURVEY CONTROL
 MK0819
 MK0819  NGVD 29 (??/??/92)  371.396  (m)         1218.49   (f) ADJ UNCH    2 0
 MK0819
 MK0819.Superseded values are not recommended for survey control.
 MK0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0819.See file dsdata.txt to determine how the superseded data were derived.
 MK0819
 MK0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL441576(NAD 83)
 MK0819_MARKER: DB = BENCH MARK DISK
 MK0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0819_STAMPING: K 280 1950
 MK0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0819+STABILITY: SURFACE MOTION
 MK0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0819+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2006
 MK0819
 MK0819  HISTORY     - Date     Condition        Report By
 MK0819  HISTORY     - 1950     MONUMENTED       CGS
 MK0819  HISTORY     - 20060210 GOOD             INDIV
 MK0819
 MK0819                          STATION DESCRIPTION
 MK0819
 MK0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0819'3 MI SW FROM PAPILLION.
 MK0819'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 50 FROM THE COURTHOUSE AT
 MK0819'PAPILLION, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, 0.1
 MK0819'MILE NORTH OF A ROAD INTERSECTION, 200 FEET SOUTHEAST OF A WHITE
 MK0819'FARMHOUSE, 148 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK0819'ROAD, 111 FEET WEST OF A FENCE CORNER, 11 FEET SOUTH OF THE
 MK0819'CENTER LINE OF A PRIVATE DRIVEWAY, 1 FOOT NORTH OF A FENCE, 1.6
 MK0819'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0819'WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.  THIS MARK IS 1.2
 MK0819'MILES NORTH OF BENCH MARK L 280.
 MK0819
 MK0819                          STATION RECOVERY (2006)
 MK0819
 MK0819'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MTC)
 MK0819'ROAD INTERSECTION MENTIONED IN DESCRIPTION IS LOCALLY SCHRAM ROAD EAST
 MK0819'AND WEST WITH 114TH STREET NORTH AND SOUTH, THEN NORTH 0.1 MILE TO A
 MK0819'DRIVEWAY LEADING WEST TO THE DESCRIBED MARK AND FARMHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0420 ***********************************************************************
 ML0420  DESIGNATION -  K 281
 ML0420  PID         -  ML0420
 ML0420  STATE/COUNTY-  NE/HOWARD
 ML0420  USGS QUAD   -  FARWELL (1978)
 ML0420
 ML0420                         *CURRENT SURVEY CONTROL
 ML0420  ___________________________________________________________________
 ML0420* NAD 83(1986)-  41 08 01.     (N)    098 43 47.     (W)     SCALED    
 ML0420* NAVD 88     -       622.690  (meters)    2042.94   (feet)  ADJUSTED  
 ML0420  ___________________________________________________________________
 ML0420  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 ML0420  DYNAMIC HT  -         622.372 (meters)    2041.90  (feet)  COMP
 ML0420  MODELED GRAV-     980,094.1   (mgal)                       NAVD 88
 ML0420
 ML0420  VERT ORDER  -  SECOND    CLASS 0
 ML0420
 ML0420.The horizontal coordinates were scaled from a topographic map and have
 ML0420.an estimated accuracy of +/- 6 seconds.
 ML0420
 ML0420.The orthometric height was determined by differential leveling
 ML0420.and adjusted by the National Geodetic Survey in June 1991..
 ML0420
 ML0420.The geoid height was determined by GEOID03.
 ML0420
 ML0420.The dynamic height is computed by dividing the NAVD 88
 ML0420.geopotential number by the normal gravity value computed on the
 ML0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0420.degrees latitude (g = 980.6199 gals.).
 ML0420
 ML0420.The modeled gravity was interpolated from observed gravity values.
 ML0420
 ML0420;                    North         East    Units  Estimated Accuracy
 ML0420;SPC NE       -   145,150.      606,620.      MT  (+/- 180 meters Scaled)
 ML0420
 ML0420                          SUPERSEDED SURVEY CONTROL
 ML0420
 ML0420  NGVD 29 (??/??/92)  622.450  (m)         2042.15   (f) ADJ UNCH    2 0
 ML0420
 ML0420.Superseded values are not recommended for survey control.
 ML0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0420.See file dsdata.txt to determine how the superseded data were derived.
 ML0420
 ML0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL226536(NAD 83)
 ML0420_MARKER: DB = BENCH MARK DISK
 ML0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0420_STAMPING: K 281 1949
 ML0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0420+STABILITY: SURFACE MOTION
 ML0420
 ML0420  HISTORY     - Date     Condition        Report By
 ML0420  HISTORY     - 1949     MONUMENTED       CGS
 ML0420  HISTORY     - 1966     GOOD             NGS
 ML0420
 ML0420                          STATION DESCRIPTION
 ML0420
 ML0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0420'4.6 MI N FROM BOELUS.
 ML0420'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION
 ML0420'PACIFIC RAILROAD STATION AT BOELUS, THENCE 3.9 MILES NORTH
 ML0420'ALONG A COUNTY ROAD, AT THE NORTHEAST CORNER OF SECTION 6,
 ML0420'T. 13 N., R. 12 W., IN THE SOUTHWEST QUARTER OF A PUBLIC ROAD
 ML0420'CROSSING, 105 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 ML0420'ROAD, 37 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 ML0420'0.9 FOOT NORTH OF A FENCE, 1.7 FEET EAST OF A REFERENCE POST,
 ML0420'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 ML0420'PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- A METAL WITNESS
 ML0420'POST WAS SET 1 FOOT EAST OF THE MARK.
 ML0420
 ML0420                          STATION RECOVERY (1966)
 ML0420
 ML0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 ML0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0272 ***********************************************************************
 ML0272  DESIGNATION -  K 282
 ML0272  PID         -  ML0272
 ML0272  STATE/COUNTY-  NE/HOWARD
 ML0272  USGS QUAD   -  ST PAUL (1974)
 ML0272
 ML0272                         *CURRENT SURVEY CONTROL
 ML0272  ___________________________________________________________________
 ML0272* NAD 83(1986)-  41 09 50.     (N)    098 29 58.     (W)     SCALED    
 ML0272* NAVD 88     -       559.396  (meters)    1835.29   (feet)  ADJUSTED  
 ML0272  ___________________________________________________________________
 ML0272  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 ML0272  DYNAMIC HT  -         559.110 (meters)    1834.35  (feet)  COMP
 ML0272  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 ML0272
 ML0272  VERT ORDER  -  SECOND    CLASS 0
 ML0272
 ML0272.The horizontal coordinates were scaled from a topographic map and have
 ML0272.an estimated accuracy of +/- 6 seconds.
 ML0272
 ML0272.The orthometric height was determined by differential leveling
 ML0272.and adjusted by the National Geodetic Survey in June 1991..
 ML0272
 ML0272.The geoid height was determined by GEOID03.
 ML0272
 ML0272.The dynamic height is computed by dividing the NAVD 88
 ML0272.geopotential number by the normal gravity value computed on the
 ML0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0272.degrees latitude (g = 980.6199 gals.).
 ML0272
 ML0272.The modeled gravity was interpolated from observed gravity values.
 ML0272
 ML0272;                    North         East    Units  Estimated Accuracy
 ML0272;SPC NE       -   148,820.      625,890.      MT  (+/- 180 meters Scaled)
 ML0272
 ML0272                          SUPERSEDED SURVEY CONTROL
 ML0272
 ML0272  NGVD 29 (??/??/92)  559.148  (m)         1834.47   (f) ADJ UNCH    2 0
 ML0272
 ML0272.Superseded values are not recommended for survey control.
 ML0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0272.See file dsdata.txt to determine how the superseded data were derived.
 ML0272
 ML0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL419570(NAD 83)
 ML0272_MARKER: DB = BENCH MARK DISK
 ML0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0272_STAMPING: K 282 1949
 ML0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0272+STABILITY: SURFACE MOTION
 ML0272
 ML0272  HISTORY     - Date     Condition        Report By
 ML0272  HISTORY     - 1949     MONUMENTED       CGS
 ML0272
 ML0272                          STATION DESCRIPTION
 ML0272
 ML0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0272'4.8 MI NE FROM DANNEBROG.
 ML0272'2.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0272'STATION AT DANNEBROG, THENCE 0.6 MILE NORTH ALONG A COUNTY
 ML0272'ROAD, THENCE 1.0 MILE EAST ALONG A COUNTY ROAD, THENCE 1.0
 ML0272'MILE NORTH ALONG A COUNTY ROAD, AT THE SOUTHWEST CORNER OF
 ML0272'SECTION 20, T. 14 N., R. 10 W., 155 FEET NORTH OF A 3-WAY
 ML0272'CORNER FENCE POST, 18 FEET EAST OF THE CENTER LINE OF THE
 ML0272'ROAD, 15 FEET NORTH OF THE CENTER LINE OF A GATE, 1.1 FEET
 ML0272'EAST OF A FENCE, 1.3 FEET SOUTH OF A REFERENCE POST, SET IN
 ML0272'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0272'0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED
 ML0272'1.0 MILE SOUTH OF BENCH MARK J 282.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0276 ***********************************************************************
 ML0276  DESIGNATION -  K 283
 ML0276  PID         -  ML0276
 ML0276  STATE/COUNTY-  NE/HOWARD
 ML0276  USGS QUAD   -  ST PAUL SW (1961)
 ML0276
 ML0276                         *CURRENT SURVEY CONTROL
 ML0276  ___________________________________________________________________
 ML0276* NAD 83(1986)-  41 06 20.     (N)    098 26 29.     (W)     SCALED    
 ML0276* NAVD 88     -       582.075  (meters)    1909.69   (feet)  ADJUSTED  
 ML0276  ___________________________________________________________________
 ML0276  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 ML0276  DYNAMIC HT  -         581.773 (meters)    1908.70  (feet)  COMP
 ML0276  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 ML0276
 ML0276  VERT ORDER  -  SECOND    CLASS 0
 ML0276
 ML0276.The horizontal coordinates were scaled from a topographic map and have
 ML0276.an estimated accuracy of +/- 6 seconds.
 ML0276
 ML0276.The orthometric height was determined by differential leveling
 ML0276.and adjusted by the National Geodetic Survey in June 1991..
 ML0276
 ML0276.The geoid height was determined by GEOID03.
 ML0276
 ML0276.The dynamic height is computed by dividing the NAVD 88
 ML0276.geopotential number by the normal gravity value computed on the
 ML0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0276.degrees latitude (g = 980.6199 gals.).
 ML0276
 ML0276.The modeled gravity was interpolated from observed gravity values.
 ML0276
 ML0276;                    North         East    Units  Estimated Accuracy
 ML0276;SPC NE       -   142,430.      630,880.      MT  (+/- 180 meters Scaled)
 ML0276
 ML0276                          SUPERSEDED SURVEY CONTROL
 ML0276
 ML0276  NGVD 29 (??/??/92)  581.821  (m)         1908.86   (f) ADJ UNCH    2 0
 ML0276
 ML0276.Superseded values are not recommended for survey control.
 ML0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0276.See file dsdata.txt to determine how the superseded data were derived.
 ML0276
 ML0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL469506(NAD 83)
 ML0276_MARKER: DB = BENCH MARK DISK
 ML0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0276_STAMPING: K 283 1949
 ML0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0276+STABILITY: SURFACE MOTION
 ML0276
 ML0276  HISTORY     - Date     Condition        Report By
 ML0276  HISTORY     - 1949     MONUMENTED       CGS
 ML0276
 ML0276                          STATION DESCRIPTION
 ML0276
 ML0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0276'5.5 MI NW FROM ST LIBORY.
 ML0276'1.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0276'AT ST. LIBORY, THENCE 3.8 MILES WEST ALONG STATE HIGHWAY NO. 58,
 ML0276'AT THE NORTHEAST CORNER OF SECTION 15, T. 13 N., R. 10 W., IN
 ML0276'THE SOUTHWEST QUARTER OF A ROAD CROSSING, 138 FEET WEST OF THE
 ML0276'CENTER LINE OF THE NORTH-SOUTH ROAD, 69 FEET SOUTH OF THE CENTER
 ML0276'LINE OF THE HIGHWAY, 2.1 FEET NORTHEAST OF A NORTHWEST-SOUTHEAST
 ML0276'FENCE, 1.6 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP
 ML0276'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 ML0276'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 0.8 MILE
 ML0276'EAST OF MARK ML-11-14(USBR).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1519 ***********************************************************************
 LH1519  DESIGNATION -  K 284 RESET
 LH1519  PID         -  LH1519
 LH1519  STATE/COUNTY-  NE/HALL
 LH1519  USGS QUAD   -  SHELTON NE (1993)
 LH1519
 LH1519                         *CURRENT SURVEY CONTROL
 LH1519  ___________________________________________________________________
 LH1519* NAD 83(1986)-  40 58 30.     (N)    098 30 42.     (W)     SCALED    
 LH1519* NAVD 88     -       580.03   (meters)    1903.0    (feet)  RESET     
 LH1519  ___________________________________________________________________
 LH1519  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 LH1519
 LH1519  VERT ORDER  -  THIRD
 LH1519
 LH1519.The horizontal coordinates were scaled from a topographic map and have
 LH1519.an estimated accuracy of +/- 6 seconds.
 LH1519
 LH1519.The orthometric height was computed from unverified reset data.
 LH1519.No vertical observational check was made to the station.
 LH1519
 LH1519.The geoid height was determined by GEOID03.
 LH1519
 LH1519;                    North         East    Units  Estimated Accuracy
 LH1519;SPC NE       -   127,830.      625,230.      MT  (+/- 180 meters Scaled)
 LH1519
 LH1519                          SUPERSEDED SURVEY CONTROL
 LH1519
 LH1519  NGVD 29 (08/02/06)  579.79   (m)         1902.2    (f) RESET       3  
 LH1519
 LH1519.Superseded values are not recommended for survey control.
 LH1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1519.See file dsdata.txt to determine how the superseded data were derived.
 LH1519
 LH1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL410360(NAD 83)
 LH1519_MARKER: DV = VERTICAL CONTROL DISK
 LH1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1519_SP_SET: CONCRETE POST
 LH1519_STAMPING: K 284 RESET 1983
 LH1519_MARK LOGO: NGS   
 LH1519_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1519+STABILITY: SURFACE MOTION
 LH1519
 LH1519  HISTORY     - Date     Condition        Report By
 LH1519  HISTORY     - 1983     MONUMENTED       NGS
 LH1519
 LH1519                          STATION DESCRIPTION
 LH1519
 LH1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1519'8.93 KM (5.55 MI) EAST ALONG STATE HIGHWAY 2, FROM THE JUNCTION WITH
 LH1519'STATE HIGHWAY 11 IN CAIRO, THENCE 0.09 KM (0.05 MI) RIGHT AND SOUTH
 LH1519'ALONG A GRAVELED ROAD TO THE MARK ON THE LEFT, 91.50 M (300.20 FT)
 LH1519'SOUTH FROM THE INTERSECTION, 75.13 M (246.49 FT) SOUTHWEST OF THE
 LH1519'CENTERLINE OF THE HIGHWAY, 10.05 M (32.97 FT) EAST OF THE CENTERLINE
 LH1519'OF THE GRAVELED ROAD, 0.46 M (1.51 FT) NORTH OF A WITNESS POST, 0.30
 LH1519'M (0.98 FT) WEST OF A FENCE, SET INTO THE TOP OF A CONCRETE POST THAT
 LH1519'IS FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0325 ***********************************************************************
 ML0325  DESIGNATION -  K 285
 ML0325  PID         -  ML0325
 ML0325  STATE/COUNTY-  NE/SHERMAN
 ML0325  USGS QUAD   -  ROCKVILLE (1978)
 ML0325
 ML0325                         *CURRENT SURVEY CONTROL
 ML0325  ___________________________________________________________________
 ML0325* NAD 83(1986)-  41 05 59.     (N)    098 48 20.     (W)     SCALED    
 ML0325* NAVD 88     -       599.495  (meters)    1966.84   (feet)  ADJUSTED  
 ML0325  ___________________________________________________________________
 ML0325  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 ML0325  DYNAMIC HT  -         599.184 (meters)    1965.82  (feet)  COMP
 ML0325  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 ML0325
 ML0325  VERT ORDER  -  FIRST     CLASS II
 ML0325
 ML0325.The horizontal coordinates were scaled from a topographic map and have
 ML0325.an estimated accuracy of +/- 6 seconds.
 ML0325
 ML0325.The orthometric height was determined by differential leveling
 ML0325.and adjusted by the National Geodetic Survey in June 1991..
 ML0325
 ML0325.The geoid height was determined by GEOID03.
 ML0325
 ML0325.The dynamic height is computed by dividing the NAVD 88
 ML0325.geopotential number by the normal gravity value computed on the
 ML0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0325.degrees latitude (g = 980.6199 gals.).
 ML0325
 ML0325.The modeled gravity was interpolated from observed gravity values.
 ML0325
 ML0325;                    North         East    Units  Estimated Accuracy
 ML0325;SPC NE       -   141,300.      600,310.      MT  (+/- 180 meters Scaled)
 ML0325
 ML0325                          SUPERSEDED SURVEY CONTROL
 ML0325
 ML0325  NGVD 29 (??/??/92)  599.253  (m)         1966.05   (f) ADJ UNCH    1 2
 ML0325
 ML0325.Superseded values are not recommended for survey control.
 ML0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0325.See file dsdata.txt to determine how the superseded data were derived.
 ML0325
 ML0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163498(NAD 83)
 ML0325_MARKER: DB = BENCH MARK DISK
 ML0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0325_STAMPING: K 285 1949
 ML0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0325+STABILITY: SURFACE MOTION
 ML0325
 ML0325  HISTORY     - Date     Condition        Report By
 ML0325  HISTORY     - 1949     MONUMENTED       CGS
 ML0325  HISTORY     - 1985     GOOD             NGS
 ML0325
 ML0325                          STATION DESCRIPTION
 ML0325
 ML0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0325'1.9 MI SE FROM ROCKVILLE.
 ML0325'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 58 FROM THE JUNCTION OF
 ML0325'STATE HIGHWAY NO. 58 WITH STATE HIGHWAY NO. 68 AT ROCKVILLE,
 ML0325'BETWEEN THE HIGHWAY AND THE RAILROAD TRACK, 45 FEET NORTHEAST OF
 ML0325'THE NORTHEAST RAIL OF THE TRACK, 44 FEET SOUTHWEST OF THE CENTER
 ML0325'LINE OF THE HIGHWAY, 9 FEET EAST OF THE PROJECTED CENTER LINE
 ML0325'OF A SIDE ROAD LEADING NORTH, 7 FEET SOUTH OF THE SECOND POLE
 ML0325'SOUTHEAST OF MILEPOST NO. 24, 1.1 FEET EAST OF A FENCE, 1.5 FEET
 ML0325'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT
 ML0325'A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0325
 ML0325                          STATION RECOVERY (1985)
 ML0325
 ML0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0325'2.57 KM (1.6 MI) SOUTH ALONG STATE HIGHWAY 58, FROM THE JUNCTION WITH
 ML0325'STATE HIGHWAY 68 AT ROCKVILLE, TO A ROAD ON THE LEFT AND THE MARK ON
 ML0325'THE RIGHT, 18.9 M (62.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 ML0325'HIGHWAY, 3.0 M (10 FT) EAST OF THE EXTENDED CENTERLINE OF THE GRADED
 ML0325'ROAD, 1.68 M (5.5 FT) SOUTHEAST FROM AN END FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0431 ***********************************************************************
 LH0431  DESIGNATION -  K 286
 LH0431  PID         -  LH0431
 LH0431  STATE/COUNTY-  NE/HALL
 LH0431  USGS QUAD   -  PROSSER (1993)
 LH0431
 LH0431                         *CURRENT SURVEY CONTROL
 LH0431  ___________________________________________________________________
 LH0431* NAD 83(1986)-  40 44 56.     (N)    098 30 08.     (W)     SCALED    
 LH0431* NAVD 88     -       595.370  (meters)    1953.31   (feet)  ADJUSTED  
 LH0431  ___________________________________________________________________
 LH0431  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 LH0431  DYNAMIC HT  -         595.046 (meters)    1952.25  (feet)  COMP
 LH0431  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 LH0431
 LH0431  VERT ORDER  -  SECOND    CLASS 0
 LH0431
 LH0431.The horizontal coordinates were scaled from a topographic map and have
 LH0431.an estimated accuracy of +/- 6 seconds.
 LH0431
 LH0431.The orthometric height was determined by differential leveling
 LH0431.and adjusted by the National Geodetic Survey in June 1991..
 LH0431
 LH0431.The geoid height was determined by GEOID03.
 LH0431
 LH0431.The dynamic height is computed by dividing the NAVD 88
 LH0431.geopotential number by the normal gravity value computed on the
 LH0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0431.degrees latitude (g = 980.6199 gals.).
 LH0431
 LH0431.The modeled gravity was interpolated from observed gravity values.
 LH0431
 LH0431;                    North         East    Units  Estimated Accuracy
 LH0431;SPC NE       -   102,750.      626,450.      MT  (+/- 180 meters Scaled)
 LH0431
 LH0431                          SUPERSEDED SURVEY CONTROL
 LH0431
 LH0431  NGVD 29 (??/??/92)  595.123  (m)         1952.50   (f) ADJ UNCH    2 0
 LH0431
 LH0431.Superseded values are not recommended for survey control.
 LH0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0431.See file dsdata.txt to determine how the superseded data were derived.
 LH0431
 LH0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL420110(NAD 83)
 LH0431_MARKER: DB = BENCH MARK DISK
 LH0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0431_STAMPING: K 286 1949
 LH0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0431+STABILITY: SURFACE MOTION
 LH0431
 LH0431  HISTORY     - Date     Condition        Report By
 LH0431  HISTORY     - 1949     MONUMENTED       CGS
 LH0431
 LH0431                          STATION DESCRIPTION
 LH0431
 LH0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0431'9.8 MI SW FROM ALDA.
 LH0431'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION
 LH0431'PACIFIC RAILROAD STATION AT ALDA, THENCE 0.8 MILE SOUTH ALONG
 LH0431'A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD,
 LH0431'THENCE 6.25 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 LH0431'WEST ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG A
 LH0431'GRAVELED ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENT NORTH AND
 LH0431'WEST, 65 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST,
 LH0431'44 FEET WEST OF THE CENTER OF A WIRE GATE, 10.6 FEET SOUTHWEST
 LH0431'OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A FENCE, 2.0 FEET EAST
 LH0431'OF A REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE
 LH0431'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0390 ***********************************************************************
 LH0390  DESIGNATION -  K 287
 LH0390  PID         -  LH0390
 LH0390  STATE/COUNTY-  NE/HALL
 LH0390  USGS QUAD   -  WOOD RIVER (1993)
 LH0390
 LH0390                         *CURRENT SURVEY CONTROL
 LH0390  ___________________________________________________________________
 LH0390* NAD 83(1986)-  40 49 23.     (N)    098 35 17.     (W)     SCALED    
 LH0390* NAVD 88     -       597.590  (meters)    1960.59   (feet)  ADJUSTED  
 LH0390  ___________________________________________________________________
 LH0390  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 LH0390  DYNAMIC HT  -         597.266 (meters)    1959.53  (feet)  COMP
 LH0390  MODELED GRAV-     980,062.9   (mgal)                       NAVD 88
 LH0390
 LH0390  VERT ORDER  -  FIRST     CLASS II
 LH0390
 LH0390.The horizontal coordinates were scaled from a topographic map and have
 LH0390.an estimated accuracy of +/- 6 seconds.
 LH0390
 LH0390.The orthometric height was determined by differential leveling
 LH0390.and adjusted by the National Geodetic Survey in June 1991..
 LH0390
 LH0390.The geoid height was determined by GEOID03.
 LH0390
 LH0390.The dynamic height is computed by dividing the NAVD 88
 LH0390.geopotential number by the normal gravity value computed on the
 LH0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0390.degrees latitude (g = 980.6199 gals.).
 LH0390
 LH0390.The modeled gravity was interpolated from observed gravity values.
 LH0390
 LH0390;                    North         East    Units  Estimated Accuracy
 LH0390;SPC NE       -   110,860.      619,070.      MT  (+/- 180 meters Scaled)
 LH0390
 LH0390                          SUPERSEDED SURVEY CONTROL
 LH0390
 LH0390  NGVD 29 (02/14/92)  597.332  (m)         1959.75   (f) ADJUSTED    1 2
 LH0390
 LH0390.Superseded values are not recommended for survey control.
 LH0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0390.See file dsdata.txt to determine how the superseded data were derived.
 LH0390
 LH0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL347191(NAD 83)
 LH0390_MARKER: DB = BENCH MARK DISK
 LH0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0390_SP_SET: CONCRETE POST
 LH0390_STAMPING: K 287 1949
 LH0390_MARK LOGO: CGS   
 LH0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0390+STABILITY: SURFACE MOTION
 LH0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0390+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0390
 LH0390  HISTORY     - Date     Condition        Report By
 LH0390  HISTORY     - 1949     MONUMENTED       CGS
 LH0390  HISTORY     - 19910924 GOOD             NGS
 LH0390
 LH0390                          STATION DESCRIPTION
 LH0390
 LH0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0390'0.7 MI NE FROM WOOD RIVER.
 LH0390'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0390'STATION AT WOOD RIVER, AT A ROAD CROSSING, 86 FEET WEST OF
 LH0390'THE CENTER LINE OF A NORTH-SOUTH ROAD, 68.0 FEET SOUTHWEST OF
 LH0390'THE WEST END OF A 24-INCH GALVANIZE TUBE CULVERT, 46.0 FEET
 LH0390'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS,
 LH0390'1.6 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 2.4 FEET SOUTHWEST
 LH0390'OF A REFERENCE POST, AND SET IN THE TOP OF A 10-FOOT CONCRETE
 LH0390'POST PROJECTING 0.6 FOOT ABOVE THE GROUND AND WELDED ON THE
 LH0390'END OF AN 8-FOOT SECTION OF REINFORCING, STEEL.
 LH0390
 LH0390                          STATION RECOVERY (1991)
 LH0390
 LH0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0390'20.2 KM (12.55 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0390'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 64.0 M (210.0 FT) SOUTHEAST OF
 LH0390'THE HIGHWAY CENTERLINE, 25.9 M (85.0 FT) WEST OF THE CENTERLINE OF
 LH0390'STATE HIGHWAY 11, 14.1 M (46.3 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LH0390'UNION PACIFIC RAILROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK,
 LH0390'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS
 LH0390'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0450 ***********************************************************************
 LH0450  DESIGNATION -  K 289
 LH0450  PID         -  LH0450
 LH0450  STATE/COUNTY-  NE/BUFFALO
 LH0450  USGS QUAD   -  GIBBON SOUTH (1993)
 LH0450
 LH0450                         *CURRENT SURVEY CONTROL
 LH0450  ___________________________________________________________________
 LH0450* NAD 83(1986)-  40 41 29.     (N)    098 48 01.     (W)     SCALED    
 LH0450* NAVD 88     -       622.814  (meters)    2043.35   (feet)  ADJUSTED  
 LH0450  ___________________________________________________________________
 LH0450  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 LH0450  DYNAMIC HT  -         622.465 (meters)    2042.20  (feet)  COMP
 LH0450  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 LH0450
 LH0450  VERT ORDER  -  SECOND    CLASS 0
 LH0450
 LH0450.The horizontal coordinates were scaled from a topographic map and have
 LH0450.an estimated accuracy of +/- 6 seconds.
 LH0450
 LH0450.The orthometric height was determined by differential leveling
 LH0450.and adjusted by the National Geodetic Survey in June 1991..
 LH0450
 LH0450.The geoid height was determined by GEOID03.
 LH0450
 LH0450.The dynamic height is computed by dividing the NAVD 88
 LH0450.geopotential number by the normal gravity value computed on the
 LH0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0450.degrees latitude (g = 980.6199 gals.).
 LH0450
 LH0450.The modeled gravity was interpolated from observed gravity values.
 LH0450
 LH0450;                    North         East    Units  Estimated Accuracy
 LH0450;SPC NE       -    95,970.      601,380.      MT  (+/- 180 meters Scaled)
 LH0450
 LH0450                          SUPERSEDED SURVEY CONTROL
 LH0450
 LH0450  NGVD 29 (??/??/92)  622.558  (m)         2042.51   (f) ADJ UNCH    2 0
 LH0450
 LH0450.Superseded values are not recommended for survey control.
 LH0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0450.See file dsdata.txt to determine how the superseded data were derived.
 LH0450
 LH0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL168045(NAD 83)
 LH0450_MARKER: DB = BENCH MARK DISK
 LH0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0450_STAMPING: K 289 1949
 LH0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0450+STABILITY: SURFACE MOTION
 LH0450
 LH0450  HISTORY     - Date     Condition        Report By
 LH0450  HISTORY     - 1949     MONUMENTED       CGS
 LH0450
 LH0450                          STATION DESCRIPTION
 LH0450
 LH0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0450'4.4 MI W FROM DENMAN.
 LH0450'2.95 MILES WEST ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0450'AT DENMAN, THENCE 0.45 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0450'1.05 MILES WEST ALONG A GRAVELED ROAD, 261.0 FEET SOUTHEAST OF
 LH0450'THE SOUTHEAST CORNER OF A VACANT FARM HOUSE, 59 FEET EAST OF
 LH0450'THE CENTER LINE OF A PRIVATE DRIVEWAY, 48 FEET EAST OF THE
 LH0450'EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, 40 FEET NORTH OF
 LH0450'THE CENTER LINE OF THE ROAD LEADING EAST, 29.0 FEET EAST OF A
 LH0450'40-INCH COTTONWOOD TREE, 2.3 FEET WEST OF A REFERENCE POST,
 LH0450'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5
 LH0450'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0136 ***********************************************************************
 LG0136  DESIGNATION -  K 290
 LG0136  PID         -  LG0136
 LG0136  STATE/COUNTY-  NE/CASS
 LG0136  USGS QUAD   -  AVOCA (1966)
 LG0136
 LG0136                         *CURRENT SURVEY CONTROL
 LG0136  ___________________________________________________________________
 LG0136* NAD 83(1986)-  40 52 14.     (N)    096 06 43.     (W)     SCALED    
 LG0136* NAVD 88     -       360.665  (meters)    1183.28   (feet)  ADJUSTED  
 LG0136  ___________________________________________________________________
 LG0136  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 LG0136  DYNAMIC HT  -         360.512 (meters)    1182.78  (feet)  COMP
 LG0136  MODELED GRAV-     980,188.3   (mgal)                       NAVD 88
 LG0136
 LG0136  VERT ORDER  -  SECOND    CLASS 0
 LG0136
 LG0136.The horizontal coordinates were scaled from a topographic map and have
 LG0136.an estimated accuracy of +/- 6 seconds.
 LG0136
 LG0136.The orthometric height was determined by differential leveling
 LG0136.and adjusted by the National Geodetic Survey in June 1991..
 LG0136
 LG0136.The geoid height was determined by GEOID03.
 LG0136
 LG0136.The dynamic height is computed by dividing the NAVD 88
 LG0136.geopotential number by the normal gravity value computed on the
 LG0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0136.degrees latitude (g = 980.6199 gals.).
 LG0136
 LG0136.The modeled gravity was interpolated from observed gravity values.
 LG0136
 LG0136;                    North         East    Units  Estimated Accuracy
 LG0136;SPC NE       -   122,530.      827,560.      MT  (+/- 180 meters Scaled)
 LG0136
 LG0136                          SUPERSEDED SURVEY CONTROL
 LG0136
 LG0136  NGVD 29 (??/??/92)  360.573  (m)         1182.98   (f) ADJ UNCH    2 0
 LG0136
 LG0136.Superseded values are not recommended for survey control.
 LG0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0136.See file dsdata.txt to determine how the superseded data were derived.
 LG0136
 LG0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL433284(NAD 83)
 LG0136_MARKER: DB = BENCH MARK DISK
 LG0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0136_STAMPING: K 290 1950
 LG0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0136+STABILITY: SURFACE MOTION
 LG0136
 LG0136  HISTORY     - Date     Condition        Report By
 LG0136  HISTORY     - 1950     MONUMENTED       CGS
 LG0136  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0136
 LG0136                          STATION DESCRIPTION
 LG0136
 LG0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0136'1.8 MI E FROM WEEPING WATER.
 LG0136'0.75 MILE EAST ALONG A PAVED STREET FROM THE NEBRASKA STATE
 LG0136'BANK AT WEEPING WATER, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LG0136'ROAD, AT BROWNS AIRPORT, 162 FEET SOUTH OF THE CENTER LINE OF A
 LG0136'ROAD, 55 FEET SOUTH OF THE SOUTHEAST CORNER OF A STORAGE BUILDING,
 LG0136'60 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HANGAR, SET IN
 LG0136'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LG0136
 LG0136                          STATION RECOVERY (1964)
 LG0136
 LG0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0454 ***********************************************************************
 ML0454  DESIGNATION -  K 291
 ML0454  PID         -  ML0454
 ML0454  STATE/COUNTY-  NE/BUFFALO
 ML0454  USGS QUAD   -  RAVENNA (1953)
 ML0454
 ML0454                         *CURRENT SURVEY CONTROL
 ML0454  ___________________________________________________________________
 ML0454* NAD 83(1986)-  41 00 48.     (N)    098 54 05.     (W)     SCALED    
 ML0454* NAVD 88     -       608.229  (meters)    1995.50   (feet)  ADJUSTED  
 ML0454  ___________________________________________________________________
 ML0454  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 ML0454  DYNAMIC HT  -         607.904 (meters)    1994.43  (feet)  COMP
 ML0454  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 ML0454
 ML0454  VERT ORDER  -  SECOND    CLASS 0
 ML0454
 ML0454.The horizontal coordinates were scaled from a topographic map and have
 ML0454.an estimated accuracy of +/- 6 seconds.
 ML0454
 ML0454.The orthometric height was determined by differential leveling
 ML0454.and adjusted by the National Geodetic Survey in June 1991..
 ML0454
 ML0454.The geoid height was determined by GEOID03.
 ML0454
 ML0454.The dynamic height is computed by dividing the NAVD 88
 ML0454.geopotential number by the normal gravity value computed on the
 ML0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0454.degrees latitude (g = 980.6199 gals.).
 ML0454
 ML0454.The modeled gravity was interpolated from observed gravity values.
 ML0454
 ML0454;                    North         East    Units  Estimated Accuracy
 ML0454;SPC NE       -   131,600.      592,380.      MT  (+/- 180 meters Scaled)
 ML0454
 ML0454                          SUPERSEDED SURVEY CONTROL
 ML0454
 ML0454  NGVD 29 (??/??/92)  607.986  (m)         1994.70   (f) ADJ UNCH    2 0
 ML0454
 ML0454.Superseded values are not recommended for survey control.
 ML0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0454.See file dsdata.txt to determine how the superseded data were derived.
 ML0454
 ML0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL082402(NAD 83)
 ML0454_MARKER: DB = BENCH MARK DISK
 ML0454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0454_SP_SET: BRIDGE
 ML0454_STAMPING: K 291 1949
 ML0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0454
 ML0454  HISTORY     - Date     Condition        Report By
 ML0454  HISTORY     - 1949     MONUMENTED       CGS
 ML0454
 ML0454                          STATION DESCRIPTION
 ML0454
 ML0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0454'1.2 MI SE FROM RAVENNA.
 ML0454'0.6 MILE SOUTH ALONG STATE HIGHWAY NO. 68 FROM THE POST OFFICE
 ML0454'AT RAVENNA, THENCE 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY NO.
 ML0454'2, SET IN THE SOUTHWEST END OF THE SOUTHWEST ABUTMENT OF A
 ML0454'STEEL AND CONCRETE BRIDGE OVER THE SOUTH LOUP RIVER, 15 FEET
 ML0454'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT WEST OF THE
 ML0454'NORTHWEST END OF THE SOUTHWEST BRIDGE CURBING, LEVEL WITH THE
 ML0454'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0670 ***********************************************************************
 LH0670  DESIGNATION -  K 293
 LH0670  PID         -  LH0670
 LH0670  STATE/COUNTY-  NE/BUFFALO
 LH0670  USGS QUAD   -  MILLER NE (1962)
 LH0670
 LH0670                         *CURRENT SURVEY CONTROL
 LH0670  ___________________________________________________________________
 LH0670* NAD 83(1986)-  40 58 30.     (N)    099 16 25.     (W)     SCALED    
 LH0670* NAVD 88     -       678.196  (meters)    2225.05   (feet)  ADJUSTED  
 LH0670  ___________________________________________________________________
 LH0670  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 LH0670  DYNAMIC HT  -         677.822 (meters)    2223.82  (feet)  COMP
 LH0670  MODELED GRAV-     980,050.3   (mgal)                       NAVD 88
 LH0670
 LH0670  VERT ORDER  -  SECOND    CLASS 0
 LH0670
 LH0670.The horizontal coordinates were scaled from a topographic map and have
 LH0670.an estimated accuracy of +/- 6 seconds.
 LH0670
 LH0670.The orthometric height was determined by differential leveling
 LH0670.and adjusted by the National Geodetic Survey in June 1991..
 LH0670
 LH0670.The geoid height was determined by GEOID03.
 LH0670
 LH0670.The dynamic height is computed by dividing the NAVD 88
 LH0670.geopotential number by the normal gravity value computed on the
 LH0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0670.degrees latitude (g = 980.6199 gals.).
 LH0670
 LH0670.The modeled gravity was interpolated from observed gravity values.
 LH0670
 LH0670;                    North         East    Units  Estimated Accuracy
 LH0670;SPC NE       -   127,010.      561,120.      MT  (+/- 180 meters Scaled)
 LH0670
 LH0670                          SUPERSEDED SURVEY CONTROL
 LH0670
 LH0670  NGVD 29 (??/??/92)  677.946  (m)         2224.23   (f) ADJ UNCH    2 0
 LH0670
 LH0670.Superseded values are not recommended for survey control.
 LH0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0670.See file dsdata.txt to determine how the superseded data were derived.
 LH0670
 LH0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML769360(NAD 83)
 LH0670_MARKER: DB = BENCH MARK DISK
 LH0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0670_STAMPING: K 293 1949
 LH0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0670+STABILITY: SURFACE MOTION
 LH0670
 LH0670  HISTORY     - Date     Condition        Report By
 LH0670  HISTORY     - 1949     MONUMENTED       CGS
 LH0670
 LH0670                          STATION DESCRIPTION
 LH0670
 LH0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0670'11 MI N FROM AMHERST.
 LH0670'8.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0670'AMHERST, THENCE 1.0 MILE WEST ALONG A COUNTY ROAD, THENCE 1.1
 LH0670'MILES NORTH ALONG A COUNTY ROAD, 0.1 MILE NORTH OF THE SOUTHWEST
 LH0670'CORNER OF SECTION 28, T. 12 N., R. 17 W., ABOUT 150 FEET SOUTHWEST
 LH0670'OF A FARMHOUSE, ABOUT 250 FEET NORTH OF A BRIDGE OVER DEATH
 LH0670'CREEK, 34 FEET EAST OF THE CENTER LINE OF THE ROAD, 19 FEET
 LH0670'SOUTH OF THE CENTER LINE OF A GATE, 1.2 FEET WEST OF A FENCE,
 LH0670'1.3 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0670'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 LH0670'GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 0.9 MILE SOUTH OF
 LH0670'MARK 23 WR(USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0651 ***********************************************************************
 LH0651  DESIGNATION -  K 294
 LH0651  PID         -  LH0651
 LH0651  STATE/COUNTY-  NE/BUFFALO
 LH0651  USGS QUAD   -  RIVERDALE (1962)
 LH0651
 LH0651                         *CURRENT SURVEY CONTROL
 LH0651  ___________________________________________________________________
 LH0651* NAD 83(1986)-  40 52 19.     (N)    099 09 34.     (W)     SCALED    
 LH0651* NAVD 88     -       698.285  (meters)    2290.96   (feet)  ADJUSTED  
 LH0651  ___________________________________________________________________
 LH0651  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 LH0651  DYNAMIC HT  -         697.898 (meters)    2289.69  (feet)  COMP
 LH0651  MODELED GRAV-     980,046.8   (mgal)                       NAVD 88
 LH0651
 LH0651  VERT ORDER  -  SECOND    CLASS 0
 LH0651
 LH0651.The horizontal coordinates were scaled from a topographic map and have
 LH0651.an estimated accuracy of +/- 6 seconds.
 LH0651
 LH0651.The orthometric height was determined by differential leveling
 LH0651.and adjusted by the National Geodetic Survey in June 1991..
 LH0651
 LH0651.The geoid height was determined by GEOID03.
 LH0651
 LH0651.The dynamic height is computed by dividing the NAVD 88
 LH0651.geopotential number by the normal gravity value computed on the
 LH0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0651.degrees latitude (g = 980.6199 gals.).
 LH0651
 LH0651.The modeled gravity was interpolated from observed gravity values.
 LH0651
 LH0651;                    North         East    Units  Estimated Accuracy
 LH0651;SPC NE       -   115,660.      570,840.      MT  (+/- 180 meters Scaled)
 LH0651
 LH0651                          SUPERSEDED SURVEY CONTROL
 LH0651
 LH0651  NGVD 29 (??/??/92)  698.038  (m)         2290.15   (f) ADJ UNCH    2 0
 LH0651
 LH0651.Superseded values are not recommended for survey control.
 LH0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0651.See file dsdata.txt to determine how the superseded data were derived.
 LH0651
 LH0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML865245(NAD 83)
 LH0651_MARKER: DB = BENCH MARK DISK
 LH0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0651_STAMPING: K 294 1949
 LH0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0651+STABILITY: SURFACE MOTION
 LH0651
 LH0651  HISTORY     - Date     Condition        Report By
 LH0651  HISTORY     - 1949     MONUMENTED       CGS
 LH0651
 LH0651                          STATION DESCRIPTION
 LH0651
 LH0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0651'7.9 MI NE FROM AMHERST.
 LH0651'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0651'AMHERST, THENCE 5.0 MILES EAST ALONG A COUNTY ROAD, AT THE
 LH0651'NORTHWEST CORNER OF SECTION 5, T. 10 N., R. 16 W., IN THE
 LH0651'SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, ABOUT 0.25 MILE
 LH0651'SOUTHEAST OF A LARGE RED BARN, 64 FEET EAST OF THE CENTER
 LH0651'LINE OF THE NORTH-SOUTH ROAD, 36 FEET SOUTH OF THE CENTER LINE
 LH0651'OF THE EAST-WEST ROAD, 24 FEET EAST OF A GAS LINE PIPE, 1.4
 LH0651'FEET NORTH OF A FENCE, 1.7 FEET WEST OF A REFERENCE POST, SET IN
 LH0651'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0651'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0564 ***********************************************************************
 LH0564  DESIGNATION -  K 295
 LH0564  PID         -  LH0564
 LH0564  STATE/COUNTY-  NE/BUFFALO
 LH0564  USGS QUAD   -  AMHERST (1983)
 LH0564
 LH0564                         *CURRENT SURVEY CONTROL
 LH0564  ___________________________________________________________________
 LH0564* NAD 83(1986)-  40 48 51.     (N)    099 19 51.     (W)     SCALED    
 LH0564* NAVD 88     -       707.781  (meters)    2322.11   (feet)  ADJUSTED  
 LH0564  ___________________________________________________________________
 LH0564  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 LH0564  DYNAMIC HT  -         707.374 (meters)    2320.78  (feet)  COMP
 LH0564  MODELED GRAV-     980,025.9   (mgal)                       NAVD 88
 LH0564
 LH0564  VERT ORDER  -  SECOND    CLASS 0
 LH0564
 LH0564.The horizontal coordinates were scaled from a topographic map and have
 LH0564.an estimated accuracy of +/- 6 seconds.
 LH0564
 LH0564.The orthometric height was determined by differential leveling
 LH0564.and adjusted by the National Geodetic Survey in June 1991..
 LH0564
 LH0564.The geoid height was determined by GEOID03.
 LH0564
 LH0564.The dynamic height is computed by dividing the NAVD 88
 LH0564.geopotential number by the normal gravity value computed on the
 LH0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0564.degrees latitude (g = 980.6199 gals.).
 LH0564
 LH0564.The modeled gravity was interpolated from observed gravity values.
 LH0564
 LH0564;                    North         East    Units  Estimated Accuracy
 LH0564;SPC NE       -   109,120.      556,440.      MT  (+/- 180 meters Scaled)
 LH0564
 LH0564                          SUPERSEDED SURVEY CONTROL
 LH0564
 LH0564  NGVD 29 (??/??/92)  707.519  (m)         2321.25   (f) ADJ UNCH    2 0
 LH0564
 LH0564.Superseded values are not recommended for survey control.
 LH0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0564.See file dsdata.txt to determine how the superseded data were derived.
 LH0564
 LH0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML720181(NAD 83)
 LH0564_MARKER: DB = BENCH MARK DISK
 LH0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0564_STAMPING: K 295 1949
 LH0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0564+STABILITY: SURFACE MOTION
 LH0564
 LH0564  HISTORY     - Date     Condition        Report By
 LH0564  HISTORY     - 1949     MONUMENTED       CGS
 LH0564
 LH0564                          STATION DESCRIPTION
 LH0564
 LH0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0564'5.7 MI SW FROM AMHERST.
 LH0564'0.1 MILE NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0564'PACIFIC RAILROAD STATION AT AMHERST, THENCE 1.6 MILES SOUTH ALONG
 LH0564'A COUNTY ROAD, THENCE 4.0 MILES WEST ALONG A COUNTY ROAD,
 LH0564'ABOUT 400 FEET SOUTH OF A PUBLIC ROAD CROSSING, AT THE SUMMIT
 LH0564'OF A HILL, 30 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LH0564'ROAD, 1 FOOT EAST OF A FENCE, 2 FEET NORTHEAST OF A REFERENCE
 LH0564'POST, ABOUT 2 FEET BELOW ROAD LEVEL, SET IN THE TOP OF A CONCRETE
 LH0564'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0841 ***********************************************************************
 MK0841  DESIGNATION -  K 296
 MK0841  PID         -  MK0841
 MK0841  STATE/COUNTY-  NE/CASS
 MK0841  USGS QUAD   -  CEDAR CREEK (1983)
 MK0841
 MK0841                         *CURRENT SURVEY CONTROL
 MK0841  ___________________________________________________________________
 MK0841* NAD 83(1986)-  41 00 07.     (N)    096 04 52.     (W)     SCALED    
 MK0841* NAVD 88     -       357.775  (meters)    1173.80   (feet)  ADJUSTED  
 MK0841  ___________________________________________________________________
 MK0841  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 MK0841  DYNAMIC HT  -         357.628 (meters)    1173.32  (feet)  COMP
 MK0841  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 MK0841
 MK0841  VERT ORDER  -  SECOND    CLASS 0
 MK0841
 MK0841.The horizontal coordinates were scaled from a topographic map and have
 MK0841.an estimated accuracy of +/- 6 seconds.
 MK0841
 MK0841.The orthometric height was determined by differential leveling
 MK0841.and adjusted by the National Geodetic Survey in June 1991..
 MK0841
 MK0841.The geoid height was determined by GEOID03.
 MK0841
 MK0841.The dynamic height is computed by dividing the NAVD 88
 MK0841.geopotential number by the normal gravity value computed on the
 MK0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0841.degrees latitude (g = 980.6199 gals.).
 MK0841
 MK0841.The modeled gravity was interpolated from observed gravity values.
 MK0841
 MK0841;                    North         East    Units  Estimated Accuracy
 MK0841;SPC NE       -   137,220.      829,490.      MT  (+/- 180 meters Scaled)
 MK0841
 MK0841                          SUPERSEDED SURVEY CONTROL
 MK0841
 MK0841  NGVD 29 (??/??/92)  357.678  (m)         1173.48   (f) ADJ UNCH    2 0
 MK0841
 MK0841.Superseded values are not recommended for survey control.
 MK0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0841.See file dsdata.txt to determine how the superseded data were derived.
 MK0841
 MK0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL454430(NAD 83)
 MK0841_MARKER: DB = BENCH MARK DISK
 MK0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0841_STAMPING: K 296 1949
 MK0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0841+STABILITY: SURFACE MOTION
 MK0841
 MK0841  HISTORY     - Date     Condition        Report By
 MK0841  HISTORY     - 1949     MONUMENTED       CGS
 MK0841  HISTORY     - 1961     GOOD             DOD
 MK0841
 MK0841                          STATION DESCRIPTION
 MK0841
 MK0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0841'4.2 MI E FROM LOUISVILLE.
 MK0841'0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 MK0841'STATION AT LOUISVILLE, THENCE 4.15 MILES EAST ALONG THE
 MK0841'LOUISVILLE-PLATTSMOUTH ROAD, 0.1 MILE EAST OF A ROAD INTERSECTION,
 MK0841'ON THE EAST SLOPE OF A HILL, AT THE WEST EDGE OF A SMALL GROVE OF
 MK0841'TREES, 85 FEET NORTH OF THE CENTER LINE OF THE LOUISVILLE-PLATTSMOUTH
 MK0841'ROAD, 48 FEET NORTH OF A FENCE CORNER, 1.2 FEET EAST OF A WIRE
 MK0841'FENCE, 1.2 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 MK0841'OF A 5-FOOT CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MK0841
 MK0841                          STATION RECOVERY (1961)
 MK0841
 MK0841'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1961
 MK0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0755 ***********************************************************************
 MK0755  DESIGNATION -  K 298
 MK0755  PID         -  MK0755
 MK0755  STATE/COUNTY-  NE/SAUNDERS
 MK0755  USGS QUAD   -  ASHLAND WEST (1969)
 MK0755
 MK0755                         *CURRENT SURVEY CONTROL
 MK0755  ___________________________________________________________________
 MK0755* NAD 83(1986)-  41 05 18.     (N)    096 27 15.     (W)     SCALED    
 MK0755* NAVD 88     -       334.662  (meters)    1097.97   (feet)  ADJUSTED  
 MK0755  ___________________________________________________________________
 MK0755  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 MK0755  DYNAMIC HT  -         334.521 (meters)    1097.51  (feet)  COMP
 MK0755  MODELED GRAV-     980,194.2   (mgal)                       NAVD 88
 MK0755
 MK0755  VERT ORDER  -  SECOND    CLASS 0
 MK0755
 MK0755.The horizontal coordinates were scaled from a topographic map and have
 MK0755.an estimated accuracy of +/- 6 seconds.
 MK0755
 MK0755.The orthometric height was determined by differential leveling
 MK0755.and adjusted by the National Geodetic Survey in June 1991..
 MK0755
 MK0755.The geoid height was determined by GEOID03.
 MK0755
 MK0755.The dynamic height is computed by dividing the NAVD 88
 MK0755.geopotential number by the normal gravity value computed on the
 MK0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0755.degrees latitude (g = 980.6199 gals.).
 MK0755
 MK0755.The modeled gravity was interpolated from observed gravity values.
 MK0755
 MK0755;                    North         East    Units  Estimated Accuracy
 MK0755;SPC NE       -   145,440.      797,750.      MT  (+/- 180 meters Scaled)
 MK0755
 MK0755                          SUPERSEDED SURVEY CONTROL
 MK0755
 MK0755  NGVD 29 (??/??/92)  334.549  (m)         1097.60   (f) ADJ UNCH    2 0
 MK0755
 MK0755.Superseded values are not recommended for survey control.
 MK0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0755.See file dsdata.txt to determine how the superseded data were derived.
 MK0755
 MK0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL138516(NAD 83)
 MK0755_MARKER: DB = BENCH MARK DISK
 MK0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0755_STAMPING: K 298 1950
 MK0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0755+STABILITY: SURFACE MOTION
 MK0755
 MK0755  HISTORY     - Date     Condition        Report By
 MK0755  HISTORY     - 1950     MONUMENTED       CGS
 MK0755  HISTORY     - 1984     GOOD             LOCSUR
 MK0755
 MK0755                          STATION DESCRIPTION
 MK0755
 MK0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0755'1.4 MI W FROM MEMPHIS.
 MK0755'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0755'MEMPHIS, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, AT A T
 MK0755'ROAD JUNCTION, 39 FEET SOUTH OF THE CENTER LINE OF THE EAST
 MK0755'AND WEST ROAD, ON THE EXTENDED CENTER LINE OF THE ROAD LEADING
 MK0755'NORTH, 4 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE,
 MK0755'1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK0755'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0755
 MK0755                          STATION RECOVERY (1984)
 MK0755
 MK0755'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0731 ***********************************************************************
 MK0731  DESIGNATION -  K 299
 MK0731  PID         -  MK0731
 MK0731  STATE/COUNTY-  NE/SAUNDERS
 MK0731  USGS QUAD   -  MEAD (1981)
 MK0731
 MK0731                         *CURRENT SURVEY CONTROL
 MK0731  ___________________________________________________________________
 MK0731* NAD 83(1986)-  41 13 09.     (N)    096 28 58.     (W)     SCALED    
 MK0731* NAVD 88     -       365.564  (meters)    1199.35   (feet)  ADJUSTED  
 MK0731  ___________________________________________________________________
 MK0731  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 MK0731  DYNAMIC HT  -         365.395 (meters)    1198.80  (feet)  COMP
 MK0731  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 MK0731
 MK0731  VERT ORDER  -  SECOND    CLASS 0
 MK0731
 MK0731.The horizontal coordinates were scaled from a topographic map and have
 MK0731.an estimated accuracy of +/- 6 seconds.
 MK0731
 MK0731.The orthometric height was determined by differential leveling
 MK0731.and adjusted by the National Geodetic Survey in June 1991..
 MK0731
 MK0731.The geoid height was determined by GEOID03.
 MK0731
 MK0731.The dynamic height is computed by dividing the NAVD 88
 MK0731.geopotential number by the normal gravity value computed on the
 MK0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0731.degrees latitude (g = 980.6199 gals.).
 MK0731
 MK0731.The modeled gravity was interpolated from observed gravity values.
 MK0731
 MK0731;                    North         East    Units  Estimated Accuracy
 MK0731;SPC NE       -   159,860.      794,760.      MT  (+/- 180 meters Scaled)
 MK0731
 MK0731                          SUPERSEDED SURVEY CONTROL
 MK0731
 MK0731  NGVD 29 (??/??/92)  365.428  (m)         1198.91   (f) ADJ UNCH    2 0
 MK0731
 MK0731.Superseded values are not recommended for survey control.
 MK0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0731.See file dsdata.txt to determine how the superseded data were derived.
 MK0731
 MK0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL110661(NAD 83)
 MK0731_MARKER: DB = BENCH MARK DISK
 MK0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0731_STAMPING: K 299 1950
 MK0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0731+STABILITY: SURFACE MOTION
 MK0731
 MK0731  HISTORY     - Date     Condition        Report By
 MK0731  HISTORY     - 1950     MONUMENTED       CGS
 MK0731  HISTORY     - 1968     MARK NOT FOUND   USGS
 MK0731
 MK0731                          STATION DESCRIPTION
 MK0731
 MK0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0731'0.9 MI SE FROM MEAD.
 MK0731'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0731'MEAD, THENCE 0.5 MILE SOUTH ALONG A PAVED ROAD, AT THE MAIN
 MK0731'ENTRANCE TO THE NEBRASKA ORDINANCE DEPOT, 117 FEET WEST OF THE
 MK0731'CENTER LINE OF THE PAVED ROAD, 78 FEET SOUTH OF THE CENTER LINE
 MK0731'OF AN EAST AND WEST ROAD, 62 FEET WEST OF A FENCE CORNER, 1.0
 MK0731'FOOT NORTH OF A FENCE, 2.0 FEET EAST OF A WITNESS POST, SET IN
 MK0731'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK0731'GROUND.  THIS MARK IS 1.0 MILE EAST OF BENCH MARK H 299.
 MK0731
 MK0731                          STATION RECOVERY (1968)
 MK0731
 MK0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0211 ***********************************************************************
 NO0211  DESIGNATION -  K 3
 NO0211  PID         -  NO0211
 NO0211  STATE/COUNTY-  NE/CHERRY
 NO0211  USGS QUAD   -  CODY WEST (1985)
 NO0211
 NO0211                         *CURRENT SURVEY CONTROL
 NO0211  ___________________________________________________________________
 NO0211* NAD 83(1986)-  42 56 10.     (N)    101 15 02.     (W)     SCALED    
 NO0211* NAVD 88     -       944.838  (meters)    3099.86   (feet)  POSTED    
 NO0211  ___________________________________________________________________
 NO0211  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 NO0211  DYNAMIC HT  -         944.430 (meters)    3098.52  (feet)  COMP
 NO0211  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 NO0211
 NO0211  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NO0211
 NO0211.The horizontal coordinates were scaled from a topographic map and have
 NO0211.an estimated accuracy of +/- 6 seconds.
 NO0211
 NO0211.The orthometric height was determined by differential leveling
 NO0211.and adjusted by the National Geodetic Survey in 1992..
 NO0211.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NO0211.rate of 0.0 thru 1.0 mm/km.
 NO0211
 NO0211.The geoid height was determined by GEOID03.
 NO0211
 NO0211.The dynamic height is computed by dividing the NAVD 88
 NO0211.geopotential number by the normal gravity value computed on the
 NO0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0211.degrees latitude (g = 980.6199 gals.).
 NO0211
 NO0211.The modeled gravity was interpolated from observed gravity values.
 NO0211
 NO0211;                    North         East    Units  Estimated Accuracy
 NO0211;SPC NE       -   345,260.      397,930.      MT  (+/- 180 meters Scaled)
 NO0211
 NO0211                          SUPERSEDED SURVEY CONTROL
 NO0211
 NO0211.No superseded survey control is available for this station.
 NO0211
 NO0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN163561(NAD 83)
 NO0211_MARKER: DB = BENCH MARK DISK
 NO0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0211_SP_SET: STONE POST
 NO0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0211+STABILITY: SURFACE MOTION
 NO0211
 NO0211  HISTORY     - Date     Condition        Report By
 NO0211  HISTORY     - UNK      MONUMENTED       CGS
 NO0211  HISTORY     - 1957     MARK NOT FOUND   NGS
 NO0211
 NO0211                          STATION DESCRIPTION
 NO0211
 NO0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0211'AT CODY.
 NO0211'AT CODY, CHERRY COUNTY, 230 FEET WEST OF THE SOUTHWEST CORNER OF
 NO0211'THE CHICAGO AND NORTH WESTERN RAILWAY STATION, 63 FEET SOUTHEAST
 NO0211'OF THE SOUTHEAST CORNER OF THE SECTION HOUSE, 46 PACES EAST OF
 NO0211'THE SOUTHEAST CORNER OF THE COALING STATION, AND 13 FEET NORTH OF
 NO0211'THE NORTH RAIL OF THE MAIN TRACK.  THE BOTTOM OF A SQUARE HOLE
 NO0211'SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE POST.
 NO0211'NOTE-- SINCE THIS MARK WAS SET A RAILROAD WATER TANK HAS BEEN
 NO0211'BUILT AND TORN DOWN JUST TO THE WEST OF THE DESCRIBED LOCATION
 NO0211'AND A STANDPIPE WAS JUST A FEW FEET EAST OF THE DESCRIBED LOCATION.
 NO0211'IT SEEMS UNLIKELY THAT THE POST IS STILL IN EXISTANCE IF THE
 NO0211'ORIGINAL DESCRIPTION WAS AT ALL ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0711 ***********************************************************************
 MK0711  DESIGNATION -  K 300
 MK0711  PID         -  MK0711
 MK0711  STATE/COUNTY-  NE/SAUNDERS
 MK0711  USGS QUAD   -  MEAD (1981)
 MK0711
 MK0711                         *CURRENT SURVEY CONTROL
 MK0711  ___________________________________________________________________
 MK0711* NAD 83(1986)-  41 08 47.     (N)    096 23 41.     (W)     SCALED    
 MK0711* NAVD 88     -       332.896  (meters)    1092.18   (feet)  ADJUSTED  
 MK0711  ___________________________________________________________________
 MK0711  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 MK0711  DYNAMIC HT  -         332.755 (meters)    1091.71  (feet)  COMP
 MK0711  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 MK0711
 MK0711  VERT ORDER  -  SECOND    CLASS 0
 MK0711
 MK0711.The horizontal coordinates were scaled from a topographic map and have
 MK0711.an estimated accuracy of +/- 6 seconds.
 MK0711
 MK0711.The orthometric height was determined by differential leveling
 MK0711.and adjusted by the National Geodetic Survey in June 1991..
 MK0711
 MK0711.The geoid height was determined by GEOID03.
 MK0711
 MK0711.The dynamic height is computed by dividing the NAVD 88
 MK0711.geopotential number by the normal gravity value computed on the
 MK0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0711.degrees latitude (g = 980.6199 gals.).
 MK0711
 MK0711.The modeled gravity was interpolated from observed gravity values.
 MK0711
 MK0711;                    North         East    Units  Estimated Accuracy
 MK0711;SPC NE       -   152,090.      802,470.      MT  (+/- 180 meters Scaled)
 MK0711
 MK0711                          SUPERSEDED SURVEY CONTROL
 MK0711
 MK0711  NGVD 29 (??/??/92)  332.781  (m)         1091.80   (f) ADJ UNCH    2 0
 MK0711
 MK0711.Superseded values are not recommended for survey control.
 MK0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0711.See file dsdata.txt to determine how the superseded data were derived.
 MK0711
 MK0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL186582(NAD 83)
 MK0711_MARKER: DB = BENCH MARK DISK
 MK0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0711_STAMPING: K 300 1950
 MK0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0711+STABILITY: SURFACE MOTION
 MK0711
 MK0711  HISTORY     - Date     Condition        Report By
 MK0711  HISTORY     - 1950     MONUMENTED       CGS
 MK0711
 MK0711                          STATION DESCRIPTION
 MK0711
 MK0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0711'2 MI W FROM WANN.
 MK0711'2.0 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0711'AND QUINCY RAILROAD STATION AT WANN, 112 FEET SOUTH OF THE CENTER
 MK0711'LINE OF AN EAST AND WEST ROAD, 107 FEET SOUTHWEST OF A POWER
 MK0711'POLE, 80 FEET SOUTH OF A FENCE CORNER, 28 FEET WEST OF THE
 MK0711'CENTER LINE OF A NORTH AND SOUTH ROAD, 1.0 FOOT EAST OF A FENCE,
 MK0711'2.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK0711'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0544 ***********************************************************************
 MK0544  DESIGNATION -  K 301
 MK0544  PID         -  MK0544
 MK0544  STATE/COUNTY-  NE/SARPY
 MK0544  USGS QUAD   -  RALSTON (1984)
 MK0544
 MK0544                         *CURRENT SURVEY CONTROL
 MK0544  ___________________________________________________________________
 MK0544* NAD 83(1986)-  41 09 40.     (N)    096 00 19.     (W)     SCALED    
 MK0544* NAVD 88     -       325.008  (meters)    1066.30   (feet)  ADJUSTED  
 MK0544  ___________________________________________________________________
 MK0544  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 MK0544  DYNAMIC HT  -         324.874 (meters)    1065.86  (feet)  COMP
 MK0544  MODELED GRAV-     980,203.8   (mgal)                       NAVD 88
 MK0544
 MK0544  VERT ORDER  -  SECOND    CLASS 0
 MK0544
 MK0544.The horizontal coordinates were scaled from a topographic map and have
 MK0544.an estimated accuracy of +/- 6 seconds.
 MK0544
 MK0544.The orthometric height was determined by differential leveling
 MK0544.and adjusted by the National Geodetic Survey in June 1991..
 MK0544
 MK0544.The geoid height was determined by GEOID03.
 MK0544
 MK0544.The dynamic height is computed by dividing the NAVD 88
 MK0544.geopotential number by the normal gravity value computed on the
 MK0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0544.degrees latitude (g = 980.6199 gals.).
 MK0544
 MK0544.The modeled gravity was interpolated from observed gravity values.
 MK0544
 MK0544;                    North         East    Units  Estimated Accuracy
 MK0544;SPC NE       -   155,160.      835,050.      MT  (+/- 180 meters Scaled)
 MK0544
 MK0544                          SUPERSEDED SURVEY CONTROL
 MK0544
 MK0544  NGVD 29 (??/??/92)  324.902  (m)         1065.95   (f) ADJ UNCH    2 0
 MK0544
 MK0544.Superseded values are not recommended for survey control.
 MK0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0544.See file dsdata.txt to determine how the superseded data were derived.
 MK0544
 MK0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL512609(NAD 83)
 MK0544_MARKER: DB = BENCH MARK DISK
 MK0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0544_STAMPING: K 301 1950
 MK0544_MARK LOGO: CGS   
 MK0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0544+STABILITY: SURFACE MOTION
 MK0544
 MK0544  HISTORY     - Date     Condition        Report By
 MK0544  HISTORY     - 1950     MONUMENTED       CGS
 MK0544  HISTORY     - 19950605 GOOD             NEDR
 MK0544
 MK0544                          STATION DESCRIPTION
 MK0544
 MK0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0544'2.4 MI NE FROM PAPILLION.
 MK0544'0.3 MILE NORTH ALONG STATE HIGHWAY 50 FROM THE UNION PACIFIC
 MK0544'RAILROAD STATION AT PAPILLION, THENCE 2.05 MILES EAST ALONG
 MK0544'STATE HIGHWAY 31, AT THE SOUTH OMAHA AIRPORT, 2.5 FEET SOUTHWEST
 MK0544'OF THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 25 FEET
 MK0544'NORTHEAST OF A GAS PUMP, 1.5 FEET WEST OF THE SOUTH CONCRETE
 MK0544'STEP OF THE ADMINISTRATION BUILDING, SET IN THE TOP OF A CONCRETE
 MK0544'POST WHICH IS FLUSH WITH THE GROUND.
 MK0544
 MK0544                          STATION RECOVERY (1995)
 MK0544
 MK0544'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1995 (KM)
 MK0544'RECOVERED AS DESCRIBED BUT HAD TO BE MOVED DUE TO CONSTRUCTION.  SEE
 MK0544'THE RESET MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7436 ***********************************************************************
 AA7436  DESIGNATION -  K 301 RESET
 AA7436  PID         -  AA7436
 AA7436  STATE/COUNTY-  NE/SARPY
 AA7436  USGS QUAD   -  RALSTON (1984)
 AA7436
 AA7436                         *CURRENT SURVEY CONTROL
 AA7436  ___________________________________________________________________
 AA7436* NAD 83(1986)-  41 09 40.     (N)    096 00 19.     (W)     SCALED    
 AA7436* NAVD 88     -       326.14   (+/-2cm)    1070.0    (feet)  VERTCON   
 AA7436  ___________________________________________________________________
 AA7436  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AA7436
 AA7436  VERT ORDER  -  THIRD (See Below)
 AA7436
 AA7436.The horizontal coordinates were scaled from a topographic map and have
 AA7436.an estimated accuracy of +/- 6 seconds.
 AA7436
 AA7436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7436.The vertical order pertains to the NGVD 29 superseded value.
 AA7436
 AA7436.The geoid height was determined by GEOID03.
 AA7436
 AA7436;                    North         East    Units  Estimated Accuracy
 AA7436;SPC NE       -   155,160.      835,050.      MT  (+/- 180 meters Scaled)
 AA7436
 AA7436                          SUPERSEDED SURVEY CONTROL
 AA7436
 AA7436  NGVD 29 (08/02/06)  326.03   (m)         1069.7    (f) RESET       3  
 AA7436
 AA7436.Superseded values are not recommended for survey control.
 AA7436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7436.See file dsdata.txt to determine how the superseded data were derived.
 AA7436
 AA7436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL512609(NAD 83)
 AA7436_MARKER: DV = VERTICAL CONTROL DISK
 AA7436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7436_STAMPING: K 301 RESET 1995
 AA7436_MARK LOGO: NGS   
 AA7436_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7436+STABILITY: SURFACE MOTION
 AA7436
 AA7436  HISTORY     - Date     Condition        Report By
 AA7436  HISTORY     - 1995     MONUMENTED       NEDR
 AA7436
 AA7436                          STATION DESCRIPTION
 AA7436
 AA7436'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1995 (KM)
 AA7436'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 85 AND 370, AT
 AA7436'PAPILLION, GO NORTH ON HIGHWAY 85 FOR 1.5 MI (2.4 KM) TO 6TH STREET
 AA7436'AND CORNHUSKER ROAD.  TURN RIGHT AND GO EAST ON CORNHUSKER ROAD FOR
 AA7436'1.7 MI (2.7 KM) TO EAGLE RIDGE DRIVE LEADING SOUTH AND THE MARK IN THE
 AA7436'NORTH END OF AN ISLAND OF THE INTERSECTION, IN THE NE1/4, SEC25, T14N,
 AA7436'R12E, IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AA7436'GROUND.  IT IS NEAR THE CENTERLINE OF EAGLE RIDGE DRIVE, 15.38 M
 AA7436'(50.46 FT) SOUTH OF THE CENTERLINE OF CORNHUSKER ROAD, 35.501 M
 AA7436'(116.473 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A METAL
 AA7436'UTILITY BOX, 22.665 M (74.360 FT) WEST-SOUTHWEST FROM THE TOP OF A
 AA7436'FIRE HYDRANT, 18.012 M (59.094 FT) EAST-NORTHEAST OF THE TOP OF THE
 AA7436'NORTHWEST CORNER OF A CONCRETE SIGN READING--EAGLE RIDGE AND 12.679 M
 AA7436'(41.598 FT) NORTHWEST OF THE NORTHWEST CORNER OF A BURIED ELECTRIC
 AA7436'CABLE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0722 ***********************************************************************
 MK0722  DESIGNATION -  K 302
 MK0722  PID         -  MK0722
 MK0722  STATE/COUNTY-  NE/SAUNDERS
 MK0722  USGS QUAD   -  LESHARA (1968)
 MK0722
 MK0722                         *CURRENT SURVEY CONTROL
 MK0722  ___________________________________________________________________
 MK0722* NAD 83(1986)-  41 16 25.     (N)    096 25 36.     (W)     SCALED    
 MK0722* NAVD 88     -       365.389  (meters)    1198.78   (feet)  ADJUSTED  
 MK0722  ___________________________________________________________________
 MK0722  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 MK0722  DYNAMIC HT  -         365.217 (meters)    1198.22  (feet)  COMP
 MK0722  MODELED GRAV-     980,143.0   (mgal)                       NAVD 88
 MK0722
 MK0722  VERT ORDER  -  SECOND    CLASS 0
 MK0722
 MK0722.The horizontal coordinates were scaled from a topographic map and have
 MK0722.an estimated accuracy of +/- 6 seconds.
 MK0722
 MK0722.The orthometric height was determined by differential leveling
 MK0722.and adjusted by the National Geodetic Survey in June 1991..
 MK0722
 MK0722.The geoid height was determined by GEOID03.
 MK0722
 MK0722.The dynamic height is computed by dividing the NAVD 88
 MK0722.geopotential number by the normal gravity value computed on the
 MK0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0722.degrees latitude (g = 980.6199 gals.).
 MK0722
 MK0722.The modeled gravity was interpolated from observed gravity values.
 MK0722
 MK0722;                    North         East    Units  Estimated Accuracy
 MK0722;SPC NE       -   166,090.      799,210.      MT  (+/- 180 meters Scaled)
 MK0722
 MK0722                          SUPERSEDED SURVEY CONTROL
 MK0722
 MK0722  NGVD 29 (??/??/92)  365.248  (m)         1198.32   (f) ADJ UNCH    2 0
 MK0722
 MK0722.Superseded values are not recommended for survey control.
 MK0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0722.See file dsdata.txt to determine how the superseded data were derived.
 MK0722
 MK0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL155723(NAD 83)
 MK0722_MARKER: DB = BENCH MARK DISK
 MK0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0722_STAMPING: K 302 1950
 MK0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0722+STABILITY: SURFACE MOTION
 MK0722
 MK0722  HISTORY     - Date     Condition        Report By
 MK0722  HISTORY     - 1950     MONUMENTED       CGS
 MK0722
 MK0722                          STATION DESCRIPTION
 MK0722
 MK0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0722'4.2 MI S FROM LESHARA.
 MK0722'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0722'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.8 MILE SOUTH
 MK0722'ALONG STATE HIGHWAY 64, THENCE 2.45 MILES SOUTH ALONG A GRAVELED
 MK0722'ROAD, AT THE CARROL LEHNERT FARMHOUSE, 188 FEET WEST OF THE
 MK0722'CENTER LINE OF THE GRAVELED ROAD, 52 FEET NORTH OF THE NORTHEAST
 MK0722'CORNER OF THE FARMHOUSE, 4 FEET WEST OF A POWER LINE TRANSFORMER
 MK0722'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MK0722'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0729 ***********************************************************************
 MK0729  DESIGNATION -  K 303
 MK0729  PID         -  MK0729
 MK0729  STATE/COUNTY-  NE/SAUNDERS
 MK0729  USGS QUAD   -  LESHARA (1968)
 MK0729
 MK0729                         *CURRENT SURVEY CONTROL
 MK0729  ___________________________________________________________________
 MK0729* NAD 83(1986)-  41 20 07.     (N)    096 29 00.     (W)     SCALED    
 MK0729* NAVD 88     -       382.882  (meters)    1256.17   (feet)  ADJUSTED  
 MK0729  ___________________________________________________________________
 MK0729  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 MK0729  DYNAMIC HT  -         382.701 (meters)    1255.58  (feet)  COMP
 MK0729  MODELED GRAV-     980,141.3   (mgal)                       NAVD 88
 MK0729
 MK0729  VERT ORDER  -  SECOND    CLASS 0
 MK0729
 MK0729.The horizontal coordinates were scaled from a topographic map and have
 MK0729.an estimated accuracy of +/- 6 seconds.
 MK0729
 MK0729.The orthometric height was determined by differential leveling
 MK0729.and adjusted by the National Geodetic Survey in June 1991..
 MK0729
 MK0729.The geoid height was determined by GEOID03.
 MK0729
 MK0729.The dynamic height is computed by dividing the NAVD 88
 MK0729.geopotential number by the normal gravity value computed on the
 MK0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0729.degrees latitude (g = 980.6199 gals.).
 MK0729
 MK0729.The modeled gravity was interpolated from observed gravity values.
 MK0729
 MK0729;                    North         East    Units  Estimated Accuracy
 MK0729;SPC NE       -   172,740.      794,190.      MT  (+/- 180 meters Scaled)
 MK0729
 MK0729                          SUPERSEDED SURVEY CONTROL
 MK0729
 MK0729  NGVD 29 (??/??/92)  382.734  (m)         1255.69   (f) ADJ UNCH    2 0
 MK0729
 MK0729.Superseded values are not recommended for survey control.
 MK0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0729.See file dsdata.txt to determine how the superseded data were derived.
 MK0729
 MK0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL105790(NAD 83)
 MK0729_MARKER: DB = BENCH MARK DISK
 MK0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0729_STAMPING: K 303 1950
 MK0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0729+STABILITY: SURFACE MOTION
 MK0729
 MK0729  HISTORY     - Date     Condition        Report By
 MK0729  HISTORY     - 1950     MONUMENTED       CGS
 MK0729
 MK0729                          STATION DESCRIPTION
 MK0729
 MK0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0729'3.4 MI NW FROM LESHARA.
 MK0729'0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0729'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.1 MILE NORTH
 MK0729'ALONG THE MAIN STREET OF LESHARA, THENCE 0.2 MILE WEST ALONG A
 MK0729'GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD,
 MK0729'THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, AT THE CHURCH OF
 MK0729'THE LITTLE FLOWER OF JESUS, 42 FEET NORTHEAST OF THE NORTHEAST
 MK0729'CORNER OF THE CHURCH, 38 FEET WEST OF THE CENTER LINE OF A
 MK0729'GRAVELED ROAD LEADING SOUTH, 36 FEET SOUTH OF THE CENTER LINE
 MK0729'OF AN EAST AND WEST GRAVELED ROAD, 1.2 FEET SOUTH OF A FENCE, SET
 MK0729'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 MK0729'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1032 ***********************************************************************
 MK1032  DESIGNATION -  K 304
 MK1032  PID         -  MK1032
 MK1032  STATE/COUNTY-  NE/SAUNDERS
 MK1032  USGS QUAD   -  COLON (1969)
 MK1032
 MK1032                         *CURRENT SURVEY CONTROL
 MK1032  ___________________________________________________________________
 MK1032* NAD 83(1986)-  41 15 47.     (N)    096 30 08.     (W)     SCALED    
 MK1032* NAVD 88     -       373.332  (meters)    1224.84   (feet)  ADJUSTED  
 MK1032  ___________________________________________________________________
 MK1032  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 MK1032  DYNAMIC HT  -         373.154 (meters)    1224.26  (feet)  COMP
 MK1032  MODELED GRAV-     980,135.4   (mgal)                       NAVD 88
 MK1032
 MK1032  VERT ORDER  -  SECOND    CLASS 0
 MK1032
 MK1032.The horizontal coordinates were scaled from a topographic map and have
 MK1032.an estimated accuracy of +/- 6 seconds.
 MK1032
 MK1032.The orthometric height was determined by differential leveling
 MK1032.and adjusted by the National Geodetic Survey in June 1991..
 MK1032
 MK1032.The geoid height was determined by GEOID03.
 MK1032
 MK1032.The dynamic height is computed by dividing the NAVD 88
 MK1032.geopotential number by the normal gravity value computed on the
 MK1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1032.degrees latitude (g = 980.6199 gals.).
 MK1032
 MK1032.The modeled gravity was interpolated from observed gravity values.
 MK1032
 MK1032;                    North         East    Units  Estimated Accuracy
 MK1032;SPC NE       -   164,660.      792,940.      MT  (+/- 180 meters Scaled)
 MK1032
 MK1032                          SUPERSEDED SURVEY CONTROL
 MK1032
 MK1032  NGVD 29 (??/??/92)  373.186  (m)         1224.36   (f) ADJ UNCH    2 0
 MK1032
 MK1032.Superseded values are not recommended for survey control.
 MK1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1032.See file dsdata.txt to determine how the superseded data were derived.
 MK1032
 MK1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL092709(NAD 83)
 MK1032_MARKER: DB = BENCH MARK DISK
 MK1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1032_STAMPING: K 304 1950
 MK1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1032+STABILITY: SURFACE MOTION
 MK1032
 MK1032  HISTORY     - Date     Condition        Report By
 MK1032  HISTORY     - 1950     MONUMENTED       CGS
 MK1032
 MK1032                          STATION DESCRIPTION
 MK1032
 MK1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1032'2.7 MI NW FROM MEAD.
 MK1032'0.1 MILE NORTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK1032'MEAD, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 30 A, THENCE 1.9
 MK1032'MILES NORTH ALONG U.S. HIGHWAY 77, AT A FARMHOUSE BELONGING TO
 MK1032'E.A. ADAMS, 145 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 60
 MK1032'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CORN CRIB, 48 FEET
 MK1032'EAST OF A LIGHT POLE, 20 FEET NORTH OF THE CENTER LINE OF A
 MK1032'PRIVATE DRIVEWAY, 6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 MK1032'GARAGE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MK1032'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0600 ***********************************************************************
 MK0600  DESIGNATION -  K 305
 MK0600  PID         -  MK0600
 MK0600  STATE/COUNTY-  NE/DODGE
 MK0600  USGS QUAD   -  ARLINGTON (1968)
 MK0600
 MK0600                         *CURRENT SURVEY CONTROL
 MK0600  ___________________________________________________________________
 MK0600* NAD 83(1986)-  41 25 19.     (N)    096 20 51.     (W)     SCALED    
 MK0600* NAVD 88     -       351.353  (meters)    1152.73   (feet)  ADJUSTED  
 MK0600  ___________________________________________________________________
 MK0600  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 MK0600  DYNAMIC HT  -         351.188 (meters)    1152.19  (feet)  COMP
 MK0600  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 MK0600
 MK0600  VERT ORDER  -  SECOND    CLASS 0
 MK0600
 MK0600.The horizontal coordinates were scaled from a topographic map and have
 MK0600.an estimated accuracy of +/- 6 seconds.
 MK0600
 MK0600.The orthometric height was determined by differential leveling
 MK0600.and adjusted by the National Geodetic Survey in June 1991..
 MK0600
 MK0600.The geoid height was determined by GEOID03.
 MK0600
 MK0600.The dynamic height is computed by dividing the NAVD 88
 MK0600.geopotential number by the normal gravity value computed on the
 MK0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0600.degrees latitude (g = 980.6199 gals.).
 MK0600
 MK0600.The modeled gravity was interpolated from observed gravity values.
 MK0600
 MK0600;                    North         East    Units  Estimated Accuracy
 MK0600;SPC NE       -   182,820.      805,140.      MT  (+/- 180 meters Scaled)
 MK0600
 MK0600                          SUPERSEDED SURVEY CONTROL
 MK0600
 MK0600  NGVD 29 (??/??/92)  351.208  (m)         1152.25   (f) ADJ UNCH    2 0
 MK0600
 MK0600.Superseded values are not recommended for survey control.
 MK0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0600.See file dsdata.txt to determine how the superseded data were derived.
 MK0600
 MK0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL216889(NAD 83)
 MK0600_MARKER: DB = BENCH MARK DISK
 MK0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0600_STAMPING: K 305 1950
 MK0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0600+STABILITY: SURFACE MOTION
 MK0600
 MK0600  HISTORY     - Date     Condition        Report By
 MK0600  HISTORY     - 1950     MONUMENTED       CGS
 MK0600
 MK0600                          STATION DESCRIPTION
 MK0600
 MK0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0600'3.8 MI S FROM ARLINGTON.
 MK0600'0.45 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE CHICAGO AND
 MK0600'NORTH WESTERN RAILROAD FROM THE STATION AT ARLINGTON, THENCE
 MK0600'1.1 MILES SOUTHWEST ALONG A WINDING GRAVELED ROAD, THENCE
 MK0600'0.25 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.45 MILE EAST
 MK0600'ALONG A GRAVELED ROAD, THENCE 0.8 MILE SOUTHEAST ALONG A
 MK0600'GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD,
 MK0600'33 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 MK0600'38 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK0600'10 FEET SOUTHEAST OF A TELEPHONE POLE, 5 FEET EAST OF A
 MK0600'FENCE CORNER, 1 FOOT NORTH OF A FENCE, 1.5 FEET WEST OF A
 MK0600'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0600'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0211 ***********************************************************************
 ML0211  DESIGNATION -  K 306
 ML0211  PID         -  ML0211
 ML0211  STATE/COUNTY-  NE/HOWARD
 ML0211  USGS QUAD   -  CUSHING (1955)
 ML0211
 ML0211                         *CURRENT SURVEY CONTROL
 ML0211  ___________________________________________________________________
 ML0211* NAD 83(1986)-  41 17 07.     (N)    098 18 08.     (W)     SCALED    
 ML0211* NAVD 88     -       531.202  (meters)    1742.79   (feet)  ADJUSTED  
 ML0211  ___________________________________________________________________
 ML0211  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 ML0211  DYNAMIC HT  -         530.941 (meters)    1741.93  (feet)  COMP
 ML0211  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 ML0211
 ML0211  VERT ORDER  -  SECOND    CLASS 0
 ML0211
 ML0211.The horizontal coordinates were scaled from a topographic map and have
 ML0211.an estimated accuracy of +/- 6 seconds.
 ML0211
 ML0211.The orthometric height was determined by differential leveling
 ML0211.and adjusted by the National Geodetic Survey in June 1991..
 ML0211
 ML0211.The geoid height was determined by GEOID03.
 ML0211
 ML0211.The dynamic height is computed by dividing the NAVD 88
 ML0211.geopotential number by the normal gravity value computed on the
 ML0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0211.degrees latitude (g = 980.6199 gals.).
 ML0211
 ML0211.The modeled gravity was interpolated from observed gravity values.
 ML0211
 ML0211;                    North         East    Units  Estimated Accuracy
 ML0211;SPC NE       -   162,600.      642,170.      MT  (+/- 180 meters Scaled)
 ML0211
 ML0211                          SUPERSEDED SURVEY CONTROL
 ML0211
 ML0211  NGVD 29 (??/??/92)  530.968  (m)         1742.02   (f) ADJ UNCH    2 0
 ML0211
 ML0211.Superseded values are not recommended for survey control.
 ML0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0211.See file dsdata.txt to determine how the superseded data were derived.
 ML0211
 ML0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL584706(NAD 83)
 ML0211_MARKER: DB = BENCH MARK DISK
 ML0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0211_STAMPING: K 306 1950
 ML0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0211+STABILITY: SURFACE MOTION
 ML0211
 ML0211  HISTORY     - Date     Condition        Report By
 ML0211  HISTORY     - 1950     MONUMENTED       CGS
 ML0211
 ML0211                          STATION DESCRIPTION
 ML0211
 ML0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0211'4.3 MI E FROM CUSHING.
 ML0211'0.8 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 ML0211'CUSHING, THENCE 3.5 MILES EAST ALONG A DIRT ROAD, 53 FEET SOUTH
 ML0211'OF THE CENTER LINE OF THE ROAD, 81 FEET NORTHEAST OF THE
 ML0211'NORTHEAST CORNER OF A RED BARN, 55 FEET NORTHWEST OF THE
 ML0211'NORTHWEST CORNER OF A FARMHOUSE, 32 FEET EAST OF THE CENTER LINE
 ML0211'OF A PRIVATE DRIVEWAY, 25 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 ML0211'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0211'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1557 ***********************************************************************
 MK1557  DESIGNATION -  K 307
 MK1557  PID         -  MK1557
 MK1557  STATE/COUNTY-  NE/NANCE
 MK1557  USGS QUAD   -  FULLERTON (1958)
 MK1557
 MK1557                         *CURRENT SURVEY CONTROL
 MK1557  ___________________________________________________________________
 MK1557* NAD 83(1986)-  41 20 50.     (N)    097 59 42.     (W)     SCALED    
 MK1557* NAVD 88     -       505.198  (meters)    1657.47   (feet)  ADJUSTED  
 MK1557  ___________________________________________________________________
 MK1557  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 MK1557  DYNAMIC HT  -         504.962 (meters)    1656.70  (feet)  COMP
 MK1557  MODELED GRAV-     980,140.4   (mgal)                       NAVD 88
 MK1557
 MK1557  VERT ORDER  -  SECOND    CLASS 0
 MK1557
 MK1557.The horizontal coordinates were scaled from a topographic map and have
 MK1557.an estimated accuracy of +/- 6 seconds.
 MK1557
 MK1557.The orthometric height was determined by differential leveling
 MK1557.and adjusted by the National Geodetic Survey in June 1991..
 MK1557
 MK1557.The geoid height was determined by GEOID03.
 MK1557
 MK1557.The dynamic height is computed by dividing the NAVD 88
 MK1557.geopotential number by the normal gravity value computed on the
 MK1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1557.degrees latitude (g = 980.6199 gals.).
 MK1557
 MK1557.The modeled gravity was interpolated from observed gravity values.
 MK1557
 MK1557;                    North         East    Units  Estimated Accuracy
 MK1557;SPC NE       -   170,030.      667,730.      MT  (+/- 180 meters Scaled)
 MK1557
 MK1557                          SUPERSEDED SURVEY CONTROL
 MK1557
 MK1557  NGVD 29 (??/??/92)  504.977  (m)         1656.75   (f) ADJ UNCH    2 0
 MK1557
 MK1557.Superseded values are not recommended for survey control.
 MK1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1557.See file dsdata.txt to determine how the superseded data were derived.
 MK1557
 MK1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL840777(NAD 83)
 MK1557_MARKER: DB = BENCH MARK DISK
 MK1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1557_STAMPING: K 307 1950
 MK1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1557+STABILITY: SURFACE MOTION
 MK1557
 MK1557  HISTORY     - Date     Condition        Report By
 MK1557  HISTORY     - 1950     MONUMENTED       CGS
 MK1557
 MK1557                          STATION DESCRIPTION
 MK1557
 MK1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1557'2.2 MI SW FROM FULLERTON.
 MK1557'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1557'FULLERTON, THENCE 1.0 MILE SOUTHWEST ALONG A GRAVELED ROAD, 0.1
 MK1557'MILE WEST OF A CURVE IN THE ROAD, 400 FEET SOUTHWEST OF A
 MK1557'FARMHOUSE, 110 FEET NORTHWEST OF A BARN, 37 FEET SOUTH OF THE
 MK1557'CENTER LINE OF THE ROAD, 24 FEET WEST OF THE CENTER OF A GATE,
 MK1557'9 FEET NORTHWEST OF THE CENTER LINE OF A FIELD ROAD, 1 FOOT SOUTH
 MK1557'OF A FENCE, 2.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MK1557'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1572 ***********************************************************************
 MK1572  DESIGNATION -  K 308
 MK1572  PID         -  MK1572
 MK1572  STATE/COUNTY-  NE/NANCE
 MK1572  USGS QUAD   -  FULLERTON NE (1958)
 MK1572
 MK1572                         *CURRENT SURVEY CONTROL
 MK1572  ___________________________________________________________________
 MK1572* NAD 83(1986)-  41 24 20.     (N)    097 50 24.     (W)     SCALED    
 MK1572* NAVD 88     -       487.966  (meters)    1600.94   (feet)  ADJUSTED  
 MK1572  ___________________________________________________________________
 MK1572  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 MK1572  DYNAMIC HT  -         487.739 (meters)    1600.19  (feet)  COMP
 MK1572  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 MK1572
 MK1572  VERT ORDER  -  SECOND    CLASS 0
 MK1572
 MK1572.The horizontal coordinates were scaled from a topographic map and have
 MK1572.an estimated accuracy of +/- 6 seconds.
 MK1572
 MK1572.The orthometric height was determined by differential leveling
 MK1572.and adjusted by the National Geodetic Survey in June 1991..
 MK1572
 MK1572.The geoid height was determined by GEOID03.
 MK1572
 MK1572.The dynamic height is computed by dividing the NAVD 88
 MK1572.geopotential number by the normal gravity value computed on the
 MK1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1572.degrees latitude (g = 980.6199 gals.).
 MK1572
 MK1572.The modeled gravity was interpolated from observed gravity values.
 MK1572
 MK1572;                    North         East    Units  Estimated Accuracy
 MK1572;SPC NE       -   176,810.      680,530.      MT  (+/- 180 meters Scaled)
 MK1572
 MK1572                          SUPERSEDED SURVEY CONTROL
 MK1572
 MK1572  NGVD 29 (??/??/92)  487.754  (m)         1600.24   (f) ADJ UNCH    2 0
 MK1572
 MK1572.Superseded values are not recommended for survey control.
 MK1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1572.See file dsdata.txt to determine how the superseded data were derived.
 MK1572
 MK1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL969844(NAD 83)
 MK1572_MARKER: DB = BENCH MARK DISK
 MK1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1572_STAMPING: K 308 1950
 MK1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1572+STABILITY: SURFACE MOTION
 MK1572
 MK1572  HISTORY     - Date     Condition        Report By
 MK1572  HISTORY     - 1950     MONUMENTED       CGS
 MK1572
 MK1572                          STATION DESCRIPTION
 MK1572
 MK1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1572'7.1 MI SW FROM GENOA.
 MK1572'7.1 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1572'AT GENOA, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 18 FEET
 MK1572'SOUTH OF THE CENTER LINE OF AN EAST AND WEST DIRT ROAD, 39 FEET
 MK1572'WEST OF THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, 38 FEET
 MK1572'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BRIDGE, 1.5
 MK1572'FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET NORTH OF A FENCE, SET
 MK1572'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MK1572'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1415 ***********************************************************************
 MK1415  DESIGNATION -  K 309 RESET
 MK1415  PID         -  MK1415
 MK1415  STATE/COUNTY-  NE/NANCE
 MK1415  USGS QUAD   -  GENOA (1958)
 MK1415
 MK1415                         *CURRENT SURVEY CONTROL
 MK1415  ___________________________________________________________________
 MK1415* NAD 83(1986)-  41 25 09.     (N)    097 43 27.     (W)     SCALED    
 MK1415* NAVD 88     -       477.70   (+/-2cm)    1567.3    (feet)  VERTCON   
 MK1415  ___________________________________________________________________
 MK1415  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 MK1415
 MK1415  VERT ORDER  -  THIRD (See Below)
 MK1415
 MK1415.The horizontal coordinates were scaled from a topographic map and have
 MK1415.an estimated accuracy of +/- 6 seconds.
 MK1415
 MK1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1415.The vertical order pertains to the NGVD 29 superseded value.
 MK1415
 MK1415.The geoid height was determined by GEOID03.
 MK1415
 MK1415;                    North         East    Units  Estimated Accuracy
 MK1415;SPC NE       -   178,570.      690,170.      MT  (+/- 180 meters Scaled)
 MK1415
 MK1415                          SUPERSEDED SURVEY CONTROL
 MK1415
 MK1415  NGVD 29 (08/02/06)  477.49   (m)         1566.6    (f) RESET       3  
 MK1415
 MK1415.Superseded values are not recommended for survey control.
 MK1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1415.See file dsdata.txt to determine how the superseded data were derived.
 MK1415
 MK1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL066860(NAD 83)
 MK1415_MARKER: DB = BENCH MARK DISK
 MK1415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1415_SP_SET: BRIDGE
 MK1415_STAMPING: K 309 RESET 1976
 MK1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1415
 MK1415  HISTORY     - Date     Condition        Report By
 MK1415  HISTORY     - 1976     MONUMENTED       NEDR
 MK1415
 MK1415                          STATION DESCRIPTION
 MK1415
 MK1415'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1976
 MK1415'IN BUTTRESS.
 MK1415'NEW MARK IS SET IN BUTTRESS ON NORTHWEST WING OF 800 FOOT X 40
 MK1415'FOOT BRIDGE ACROSS LOUP RIVER, APPROXIMATELY 1 MILE SOUTH OF
 MK1415'CITY LIMITS OF GENOO, NANCE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7433 ***********************************************************************
 AA7433  DESIGNATION -  K 309 RESET
 AA7433  PID         -  AA7433
 AA7433  STATE/COUNTY-  NE/NANCE
 AA7433  USGS QUAD   -  GENOA (1958)
 AA7433
 AA7433                         *CURRENT SURVEY CONTROL
 AA7433  ___________________________________________________________________
 AA7433* NAD 83(1986)-  41 25 10.     (N)    097 43 27.     (W)     SCALED    
 AA7433* NAVD 88     -       474.20   (+/-2cm)    1555.8    (feet)  VERTCON   
 AA7433  ___________________________________________________________________
 AA7433  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AA7433
 AA7433  VERT ORDER  -  THIRD (See Below)
 AA7433
 AA7433.The horizontal coordinates were scaled from a topographic map and have
 AA7433.an estimated accuracy of +/- 6 seconds.
 AA7433
 AA7433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7433.The vertical order pertains to the NGVD 29 superseded value.
 AA7433
 AA7433.The geoid height was determined by GEOID03.
 AA7433
 AA7433;                    North         East    Units  Estimated Accuracy
 AA7433;SPC NE       -   178,600.      690,170.      MT  (+/- 180 meters Scaled)
 AA7433
 AA7433                          SUPERSEDED SURVEY CONTROL
 AA7433
 AA7433  NGVD 29 (08/02/06)  474.00   (m)         1555.1    (f) RESET       3  
 AA7433
 AA7433.Superseded values are not recommended for survey control.
 AA7433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7433.See file dsdata.txt to determine how the superseded data were derived.
 AA7433
 AA7433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL066861(NAD 83)
 AA7433_MARKER: DV = VERTICAL CONTROL DISK
 AA7433_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA7433_SP_SET: BRIDGE BUTRESS
 AA7433_STAMPING: K 309 RESET 1994
 AA7433_MARK LOGO: NGS   
 AA7433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7433
 AA7433  HISTORY     - Date     Condition        Report By
 AA7433  HISTORY     - 1994     MONUMENTED       NEDR
 AA7433
 AA7433                          STATION DESCRIPTION
 AA7433
 AA7433'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (BW)
 AA7433'THE MARK IS SET INTO THE BUTRESS ON THE NORTHWEST WINGWALL OF AN 800
 AA7433'FOOT (243.8 M) BT 40 FOOT (12.2 M) BRIDGE OF STATE HIGHWAY 39 OVER THE
 AA7433'LOUP RIVER, APPROXIMATELY 1 MI (1.6 KM) SOUTH OF THE CITY LIMITS OF
 AA7433'GENOA AND 21.0 FT (6.4 M) WEST OF THE CENTERLINE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0237 ***********************************************************************
 MM0237  DESIGNATION -  K 31
 MM0237  PID         -  MM0237
 MM0237  STATE/COUNTY-  NE/ARTHUR
 MM0237  USGS QUAD   -  PACKARD RANCH (1971)
 MM0237
 MM0237                         *CURRENT SURVEY CONTROL
 MM0237  ___________________________________________________________________
 MM0237* NAD 83(1986)-  41 23 47.     (N)    101 43 19.     (W)     SCALED    
 MM0237* NAVD 88     -      1075.535  (meters)    3528.65   (feet)  ADJUSTED  
 MM0237  ___________________________________________________________________
 MM0237  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 MM0237  DYNAMIC HT  -        1074.880 (meters)    3526.50  (feet)  COMP
 MM0237  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 MM0237
 MM0237  VERT ORDER  -  SECOND    CLASS 0
 MM0237
 MM0237.The horizontal coordinates were scaled from a topographic map and have
 MM0237.an estimated accuracy of +/- 6 seconds.
 MM0237
 MM0237.The orthometric height was determined by differential leveling
 MM0237.and adjusted by the National Geodetic Survey in June 1991..
 MM0237
 MM0237.The geoid height was determined by GEOID03.
 MM0237
 MM0237.The dynamic height is computed by dividing the NAVD 88
 MM0237.geopotential number by the normal gravity value computed on the
 MM0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0237.degrees latitude (g = 980.6199 gals.).
 MM0237
 MM0237.The modeled gravity was interpolated from observed gravity values.
 MM0237
 MM0237;                    North         East    Units  Estimated Accuracy
 MM0237;SPC NE       -   174,970.      356,050.      MT  (+/- 180 meters Scaled)
 MM0237
 MM0237                          SUPERSEDED SURVEY CONTROL
 MM0237
 MM0237  NGVD 29 (??/??/92) 1075.077  (m)         3527.15   (f) ADJ UNCH    2 0
 MM0237
 MM0237.Superseded values are not recommended for survey control.
 MM0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0237.See file dsdata.txt to determine how the superseded data were derived.
 MM0237
 MM0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL724863(NAD 83)
 MM0237_MARKER: DB = BENCH MARK DISK
 MM0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0237_STAMPING: K 31 1934
 MM0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0237+STABILITY: SURFACE MOTION
 MM0237
 MM0237  HISTORY     - Date     Condition        Report By
 MM0237  HISTORY     - 1934     MONUMENTED       CGS
 MM0237  HISTORY     - 1941     GOOD             NGS
 MM0237
 MM0237                          STATION DESCRIPTION
 MM0237
 MM0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MM0237'14 MI S FROM ARTHUR.
 MM0237'14.0 MILES SOUTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR COUNTY,
 MM0237'36 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 6 FEET
 MM0237'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 MM0237'K 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0126 ***********************************************************************
 ML0126  DESIGNATION -  K 310
 ML0126  PID         -  ML0126
 ML0126  STATE/COUNTY-  NE/WHEELER
 ML0126  USGS QUAD   -  SCHOOL NO. 20 (1985)
 ML0126
 ML0126                         *CURRENT SURVEY CONTROL
 ML0126  ___________________________________________________________________
 ML0126* NAD 83(1986)-  41 47 02.     (N)    098 27 00.     (W)     SCALED    
 ML0126* NAVD 88     -       655.667  (meters)    2151.13   (feet)  ADJUSTED  
 ML0126  ___________________________________________________________________
 ML0126  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 ML0126  DYNAMIC HT  -         655.361 (meters)    2150.13  (feet)  COMP
 ML0126  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 ML0126
 ML0126  VERT ORDER  -  SECOND    CLASS 0
 ML0126
 ML0126.The horizontal coordinates were scaled from a topographic map and have
 ML0126.an estimated accuracy of +/- 6 seconds.
 ML0126
 ML0126.The orthometric height was determined by differential leveling
 ML0126.and adjusted by the National Geodetic Survey in June 1991..
 ML0126
 ML0126.The geoid height was determined by GEOID03.
 ML0126
 ML0126.The dynamic height is computed by dividing the NAVD 88
 ML0126.geopotential number by the normal gravity value computed on the
 ML0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0126.degrees latitude (g = 980.6199 gals.).
 ML0126
 ML0126.The modeled gravity was interpolated from observed gravity values.
 ML0126
 ML0126;                    North         East    Units  Estimated Accuracy
 ML0126;SPC NE       -   217,720.      628,800.      MT  (+/- 180 meters Scaled)
 ML0126
 ML0126                          SUPERSEDED SURVEY CONTROL
 ML0126
 ML0126  NGVD 29 (??/??/92)  655.427  (m)         2150.35   (f) ADJ UNCH    2 0
 ML0126
 ML0126.Superseded values are not recommended for survey control.
 ML0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0126.See file dsdata.txt to determine how the superseded data were derived.
 ML0126
 ML0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM457259(NAD 83)
 ML0126_MARKER: DB = BENCH MARK DISK
 ML0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0126_STAMPING: K 310 1950
 ML0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0126+STABILITY: SURFACE MOTION
 ML0126
 ML0126  HISTORY     - Date     Condition        Report By
 ML0126  HISTORY     - 1950     MONUMENTED       CGS
 ML0126
 ML0126                          STATION DESCRIPTION
 ML0126
 ML0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0126'12.4 MI N FROM SPALDING.
 ML0126'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0126'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE
 ML0126'NORTH ALONG A GRAVELED ROAD, THENCE 2.2 MILES NORTHWEST ALONG
 ML0126'A SAND ROAD, THENCE 4.1 MILES NORTHEAST ALONG A SAND ROAD,
 ML0126'AT THE SOUTHEAST CORNER OF SECTION 14, TOWNSHIP 21 N., RANGE
 ML0126'10 W., AT A ROAD INTERSECTION, IN LINE WITH AN EAST AND WEST
 ML0126'ROW OF COTTONWOOD TREES, ON THE RIGHT OF WAY FENCE LINE, 48
 ML0126'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 48 FEET
 ML0126'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 19 FEET
 ML0126'SOUTHEAST OF THE CENTER LINE OF A FIELD ROAD LEADING NORTHEAST,
 ML0126'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0126'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1697 ***********************************************************************
 MK1697  DESIGNATION -  K 311
 MK1697  PID         -  MK1697
 MK1697  STATE/COUNTY-  NE/BOONE
 MK1697  USGS QUAD   -  CLOSTER SW (1985)
 MK1697
 MK1697                         *CURRENT SURVEY CONTROL
 MK1697  ___________________________________________________________________
 MK1697* NAD 83(1986)-  41 49 44.     (N)    097 52 31.     (W)     SCALED    
 MK1697* NAVD 88     -       589.811  (meters)    1935.07   (feet)  ADJUSTED  
 MK1697  ___________________________________________________________________
 MK1697  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 MK1697  DYNAMIC HT  -         589.566 (meters)    1934.27  (feet)  COMP
 MK1697  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 MK1697
 MK1697  VERT ORDER  -  SECOND    CLASS 0
 MK1697
 MK1697.The horizontal coordinates were scaled from a topographic map and have
 MK1697.an estimated accuracy of +/- 6 seconds.
 MK1697
 MK1697.The orthometric height was determined by differential leveling
 MK1697.and adjusted by the National Geodetic Survey in June 1991..
 MK1697
 MK1697.The geoid height was determined by GEOID03.
 MK1697
 MK1697.The dynamic height is computed by dividing the NAVD 88
 MK1697.geopotential number by the normal gravity value computed on the
 MK1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1697.degrees latitude (g = 980.6199 gals.).
 MK1697
 MK1697.The modeled gravity was interpolated from observed gravity values.
 MK1697
 MK1697;                    North         East    Units  Estimated Accuracy
 MK1697;SPC NE       -   223,730.      676,430.      MT  (+/- 180 meters Scaled)
 MK1697
 MK1697                          SUPERSEDED SURVEY CONTROL
 MK1697
 MK1697  NGVD 29 (??/??/92)  589.602  (m)         1934.39   (f) ADJ UNCH    2 0
 MK1697
 MK1697.Superseded values are not recommended for survey control.
 MK1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1697.See file dsdata.txt to determine how the superseded data were derived.
 MK1697
 MK1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM933313(NAD 83)
 MK1697_MARKER: DB = BENCH MARK DISK
 MK1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1697_STAMPING: K 311 1950
 MK1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1697+STABILITY: SURFACE MOTION
 MK1697
 MK1697  HISTORY     - Date     Condition        Report By
 MK1697  HISTORY     - 1950     MONUMENTED       CGS
 MK1697  HISTORY     - 1989     GOOD             LOCSUR
 MK1697
 MK1697                          STATION DESCRIPTION
 MK1697
 MK1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1697'10.8 MI NW FROM NEWMAN GROVE.
 MK1697'3.0 MILES WEST ALONG STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1697'LUTHERAN CHURCH AT NEWMAN GROVE, THENCE 5.5 MILES NORTH ALONG A
 MK1697'GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE
 MK1697'1.0 MILE WEST ALONG AN ABANDONED ROAD, THENCE 0.25 MILE WEST
 MK1697'ALONG A DIRT ROAD, 0.25 MILE WEST OF A NORTH AND SOUTH ROAD,
 MK1697'150 FEET EAST OF THE TOP OF A HILL, AT THE NORTHWEST CORNER OF A
 MK1697'CULTIVATED FIELD, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MK1697'3 FEET NORTHWEST OF A FENCE CORNER, 1.3 FEET NORTH OF A FENCE,
 MK1697'1.7 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1697'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS MARK IS 0.75
 MK1697'MILE EAST OF BENCH MARK N 312.
 MK1697
 MK1697                          STATION RECOVERY (1989)
 MK1697
 MK1697'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1692 ***********************************************************************
 MK1692  DESIGNATION -  K 312
 MK1692  PID         -  MK1692
 MK1692  STATE/COUNTY-  NE/BOONE
 MK1692  USGS QUAD   -  CLOSTER SW (1985)
 MK1692
 MK1692                         *CURRENT SURVEY CONTROL
 MK1692  ___________________________________________________________________
 MK1692* NAD 83(1986)-  41 49 46.     (N)    097 57 16.     (W)     SCALED    
 MK1692* NAVD 88     -       605.452  (meters)    1986.39   (feet)  ADJUSTED  
 MK1692  ___________________________________________________________________
 MK1692  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 MK1692  DYNAMIC HT  -         605.193 (meters)    1985.54  (feet)  COMP
 MK1692  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 MK1692
 MK1692  VERT ORDER  -  SECOND    CLASS 0
 MK1692
 MK1692.The horizontal coordinates were scaled from a topographic map and have
 MK1692.an estimated accuracy of +/- 6 seconds.
 MK1692
 MK1692.The orthometric height was determined by differential leveling
 MK1692.and adjusted by the National Geodetic Survey in June 1991..
 MK1692
 MK1692.The geoid height was determined by GEOID03.
 MK1692
 MK1692.The dynamic height is computed by dividing the NAVD 88
 MK1692.geopotential number by the normal gravity value computed on the
 MK1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1692.degrees latitude (g = 980.6199 gals.).
 MK1692
 MK1692.The modeled gravity was interpolated from observed gravity values.
 MK1692
 MK1692;                    North         East    Units  Estimated Accuracy
 MK1692;SPC NE       -   223,630.      669,860.      MT  (+/- 180 meters Scaled)
 MK1692
 MK1692                          SUPERSEDED SURVEY CONTROL
 MK1692
 MK1692  NGVD 29 (??/??/92)  605.234  (m)         1985.67   (f) ADJ UNCH    2 0
 MK1692
 MK1692.Superseded values are not recommended for survey control.
 MK1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1692.See file dsdata.txt to determine how the superseded data were derived.
 MK1692
 MK1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM868313(NAD 83)
 MK1692_MARKER: DB = BENCH MARK DISK
 MK1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1692_STAMPING: K 312 1950
 MK1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1692+STABILITY: SURFACE MOTION
 MK1692
 MK1692  HISTORY     - Date     Condition        Report By
 MK1692  HISTORY     - 1950     MONUMENTED       CGS
 MK1692  HISTORY     - 1989     GOOD             LOCSUR
 MK1692
 MK1692                          STATION DESCRIPTION
 MK1692
 MK1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1692'8.4 MI E FROM PETERSBURG.
 MK1692'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER
 MK1692'AT PETERSBURG, THENCE 4.9 MILES EAST ALONG A GRAVELED ROAD,
 MK1692'THENCE 1.5 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.7 MILES EAST
 MK1692'ALONG A DIRT ROAD, 0.3 MILE WEST OF A ROAD INTERSECTION, AT THE
 MK1692'TOP OF A HILL, 90 FEET NORTHWEST OF A FENCE CORNER, 36 FEET NORTH
 MK1692'OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTH OF A FENCE, 2.6
 MK1692'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1692'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK1692
 MK1692                          STATION RECOVERY (1989)
 MK1692
 MK1692'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1322 ***********************************************************************
 NM1322  DESIGNATION -  K 313
 NM1322  PID         -  NM1322
 NM1322  STATE/COUNTY-  NE/ANTELOPE
 NM1322  USGS QUAD   -  OAKDALE (1963)
 NM1322
 NM1322                         *CURRENT SURVEY CONTROL
 NM1322  ___________________________________________________________________
 NM1322* NAD 83(1986)-  42 03 47.     (N)    097 53 32.     (W)     SCALED    
 NM1322* NAVD 88     -       512.672  (meters)    1681.99   (feet)  ADJUSTED  
 NM1322  ___________________________________________________________________
 NM1322  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 NM1322  DYNAMIC HT  -         512.468 (meters)    1681.32  (feet)  COMP
 NM1322  MODELED GRAV-     980,207.2   (mgal)                       NAVD 88
 NM1322
 NM1322  VERT ORDER  -  SECOND    CLASS 0
 NM1322
 NM1322.The horizontal coordinates were scaled from a topographic map and have
 NM1322.an estimated accuracy of +/- 6 seconds.
 NM1322
 NM1322.The orthometric height was determined by differential leveling
 NM1322.and adjusted by the National Geodetic Survey in June 1991..
 NM1322
 NM1322.The geoid height was determined by GEOID03.
 NM1322
 NM1322.The dynamic height is computed by dividing the NAVD 88
 NM1322.geopotential number by the normal gravity value computed on the
 NM1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1322.degrees latitude (g = 980.6199 gals.).
 NM1322
 NM1322.The modeled gravity was interpolated from observed gravity values.
 NM1322
 NM1322;                    North         East    Units  Estimated Accuracy
 NM1322;SPC NE       -   249,690.      674,390.      MT  (+/- 180 meters Scaled)
 NM1322
 NM1322                          SUPERSEDED SURVEY CONTROL
 NM1322
 NM1322  NGVD 29 (??/??/92)  512.467  (m)         1681.32   (f) ADJ UNCH    2 0
 NM1322
 NM1322.Superseded values are not recommended for survey control.
 NM1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1322.See file dsdata.txt to determine how the superseded data were derived.
 NM1322
 NM1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM916573(NAD 83)
 NM1322_MARKER: DB = BENCH MARK DISK
 NM1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1322_STAMPING: K 313 1950
 NM1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1322+STABILITY: SURFACE MOTION
 NM1322
 NM1322  HISTORY     - Date     Condition        Report By
 NM1322  HISTORY     - 1950     MONUMENTED       CGS
 NM1322  HISTORY     - 1981     GOOD             LOCSUR
 NM1322
 NM1322                          STATION DESCRIPTION
 NM1322
 NM1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1322'3.1 MI NW FROM TILDEN.
 NM1322'3.1 MILES NORTHWEST ALONG U.S. HIGHWAY 275 FROM THE CHICAGO AND
 NM1322'NORTH WESTERN RAILROAD STATION AT TILDEN, AT THE SOUTHEAST CORNER
 NM1322'OF THE TILDEN AIRPORT, 71 FEET NORTH OF THE CENTER LINE OF THE
 NM1322'HIGHWAY, 15 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 NM1322'NORTH, 400 FEET EAST OF THE HANGAR, 34 FEET NORTH OF A FENCE
 NM1322'CORNER, 2 FEET EAST OF A FENCE, 4 FEET NORTHEAST OF A WITNESS
 NM1322'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 NM1322'ABOVE THE GROUND.
 NM1322
 NM1322                          STATION RECOVERY (1981)
 NM1322
 NM1322'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NM1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0945 ***********************************************************************
 ML0945  DESIGNATION -  K 314
 ML0945  PID         -  ML0945
 ML0945  STATE/COUNTY-  NE/BLAINE
 ML0945  USGS QUAD   -  BREWSTER SW (1974)
 ML0945
 ML0945                         *CURRENT SURVEY CONTROL
 ML0945  ___________________________________________________________________
 ML0945* NAD 83(1986)-  41 52 13.     (N)    099 53 36.     (W)     SCALED    
 ML0945* NAVD 88     -       800.599  (meters)    2626.63   (feet)  ADJUSTED  
 ML0945  ___________________________________________________________________
 ML0945  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 ML0945  DYNAMIC HT  -         800.208 (meters)    2625.35  (feet)  COMP
 ML0945  MODELED GRAV-     980,106.0   (mgal)                       NAVD 88
 ML0945
 ML0945  VERT ORDER  -  SECOND    CLASS 0
 ML0945
 ML0945.The horizontal coordinates were scaled from a topographic map and have
 ML0945.an estimated accuracy of +/- 6 seconds.
 ML0945
 ML0945.The orthometric height was determined by differential leveling
 ML0945.and adjusted by the National Geodetic Survey in June 1991..
 ML0945
 ML0945.The geoid height was determined by GEOID03.
 ML0945
 ML0945.The dynamic height is computed by dividing the NAVD 88
 ML0945.geopotential number by the normal gravity value computed on the
 ML0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0945.degrees latitude (g = 980.6199 gals.).
 ML0945
 ML0945.The modeled gravity was interpolated from observed gravity values.
 ML0945
 ML0945;                    North         East    Units  Estimated Accuracy
 ML0945;SPC NE       -   226,160.      508,850.      MT  (+/- 180 meters Scaled)
 ML0945
 ML0945                          SUPERSEDED SURVEY CONTROL
 ML0945
 ML0945  NGVD 29 (??/??/92)  800.317  (m)         2625.71   (f) ADJ UNCH    2 0
 ML0945
 ML0945.Superseded values are not recommended for survey control.
 ML0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0945.See file dsdata.txt to determine how the superseded data were derived.
 ML0945
 ML0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM258357(NAD 83)
 ML0945_MARKER: DB = BENCH MARK DISK
 ML0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0945_STAMPING: K 314 1950
 ML0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0945+STABILITY: SURFACE MOTION
 ML0945
 ML0945  HISTORY     - Date     Condition        Report By
 ML0945  HISTORY     - 1950     MONUMENTED       CGS
 ML0945
 ML0945                          STATION DESCRIPTION
 ML0945
 ML0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0945'7.9 MI S FROM BREWSTER.
 ML0945'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 ML0945'AT BREWSTER, THENCE 3.4 MILES SOUTHEAST ALONG A WINDING SAND
 ML0945'ROAD, THENCE 1.1 MILES SOUTH ALONG A WINDING SAND ROAD, ON TOP
 ML0945'OF A HILL, ALONG AN EAST AND WEST FENCE, 63 FEET EAST OF THE
 ML0945'CENTER LINE OF THE ROAD AND THE CENTER OF A GATE, 0.8 FOOT SOUTH
 ML0945'OF A FENCE, 1.8 FEET WEST OF A WITNESS POST, SET IN THE TOP
 ML0945'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0859 ***********************************************************************
 LH0859  DESIGNATION -  K 315
 LH0859  PID         -  LH0859
 LH0859  STATE/COUNTY-  NE/DAWSON
 LH0859  USGS QUAD   -  SUMNER (1962)
 LH0859
 LH0859                         *CURRENT SURVEY CONTROL
 LH0859  ___________________________________________________________________
 LH0859* NAD 83(1986)-  40 57 07.     (N)    099 30 42.     (W)     SCALED    
 LH0859* NAVD 88     -       722.541  (meters)    2370.54   (feet)  ADJUSTED  
 LH0859  ___________________________________________________________________
 LH0859  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 LH0859  DYNAMIC HT  -         722.135 (meters)    2369.20  (feet)  COMP
 LH0859  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 LH0859
 LH0859  VERT ORDER  -  SECOND    CLASS 0
 LH0859
 LH0859.The horizontal coordinates were scaled from a topographic map and have
 LH0859.an estimated accuracy of +/- 6 seconds.
 LH0859
 LH0859.The orthometric height was determined by differential leveling
 LH0859.and adjusted by the National Geodetic Survey in June 1991..
 LH0859
 LH0859.The geoid height was determined by GEOID03.
 LH0859
 LH0859.The dynamic height is computed by dividing the NAVD 88
 LH0859.geopotential number by the normal gravity value computed on the
 LH0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0859.degrees latitude (g = 980.6199 gals.).
 LH0859
 LH0859.The modeled gravity was interpolated from observed gravity values.
 LH0859
 LH0859;                    North         East    Units  Estimated Accuracy
 LH0859;SPC NE       -   124,310.      541,100.      MT  (+/- 180 meters Scaled)
 LH0859
 LH0859                          SUPERSEDED SURVEY CONTROL
 LH0859
 LH0859  NGVD 29 (??/??/92)  722.276  (m)         2369.67   (f) ADJ UNCH    2 0
 LH0859
 LH0859.Superseded values are not recommended for survey control.
 LH0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0859.See file dsdata.txt to determine how the superseded data were derived.
 LH0859
 LH0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML569335(NAD 83)
 LH0859_MARKER: DB = BENCH MARK DISK
 LH0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0859_STAMPING: K 315 1950
 LH0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0859+STABILITY: SURFACE MOTION
 LH0859
 LH0859  HISTORY     - Date     Condition        Report By
 LH0859  HISTORY     - 1950     MONUMENTED       CGS
 LH0859  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0859
 LH0859                          STATION DESCRIPTION
 LH0859
 LH0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0859'0.2 MI W FROM SUMNER.
 LH0859'0.2 MILE WEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0859'RAILROAD STATION AT SUMNER, AT A ROAD INTERSECTION, AT A RAILROAD
 LH0859'CROSSING, 77 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LH0859'69 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 21
 LH0859'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE RAILROAD,
 LH0859'1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LH0859'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0859
 LH0859                          STATION RECOVERY (1983)
 LH0859
 LH0859'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0759 ***********************************************************************
 ML0759  DESIGNATION -  K 316
 ML0759  PID         -  ML0759
 ML0759  STATE/COUNTY-  NE/DAWSON
 ML0759  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0759
 ML0759                         *CURRENT SURVEY CONTROL
 ML0759  ___________________________________________________________________
 ML0759* NAD 83(1986)-  41 01 40.     (N)    099 44 58.     (W)     SCALED    
 ML0759* NAVD 88     -       813.881  (meters)    2670.21   (feet)  ADJUSTED  
 ML0759  ___________________________________________________________________
 ML0759  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 ML0759  DYNAMIC HT  -         813.409 (meters)    2668.66  (feet)  COMP
 ML0759  MODELED GRAV-     980,016.8   (mgal)                       NAVD 88
 ML0759
 ML0759  VERT ORDER  -  SECOND    CLASS 0
 ML0759
 ML0759.The horizontal coordinates were scaled from a topographic map and have
 ML0759.an estimated accuracy of +/- 6 seconds.
 ML0759
 ML0759.The orthometric height was determined by differential leveling
 ML0759.and adjusted by the National Geodetic Survey in June 1991..
 ML0759
 ML0759.The geoid height was determined by GEOID03.
 ML0759
 ML0759.The dynamic height is computed by dividing the NAVD 88
 ML0759.geopotential number by the normal gravity value computed on the
 ML0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0759.degrees latitude (g = 980.6199 gals.).
 ML0759
 ML0759.The modeled gravity was interpolated from observed gravity values.
 ML0759
 ML0759;                    North         East    Units  Estimated Accuracy
 ML0759;SPC NE       -   132,650.      521,070.      MT  (+/- 180 meters Scaled)
 ML0759
 ML0759                          SUPERSEDED SURVEY CONTROL
 ML0759
 ML0759  NGVD 29 (??/??/92)  813.581  (m)         2669.22   (f) ADJ UNCH    2 0
 ML0759
 ML0759.Superseded values are not recommended for survey control.
 ML0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0759.See file dsdata.txt to determine how the superseded data were derived.
 ML0759
 ML0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML369421(NAD 83)
 ML0759_MARKER: DB = BENCH MARK DISK
 ML0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0759_STAMPING: K 316 1950
 ML0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0759+STABILITY: SURFACE MOTION
 ML0759
 ML0759  HISTORY     - Date     Condition        Report By
 ML0759  HISTORY     - 1950     MONUMENTED       CGS
 ML0759
 ML0759                          STATION DESCRIPTION
 ML0759
 ML0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0759'8.4 MI S FROM OCONTO.
 ML0759'8.35 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 ML0759'AT OCONTO, 0.25 MILE SOUTH OF A ROAD INTERSECTION, ON TOP OF A
 ML0759'HILL, 75 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.6 FEET
 ML0759'SOUTH OF A FENCE, 1.2 FEET WEST OF A WITNESS POST.  A STANDARD
 ML0759'DISK, STAMPED K 316 1950 AND SET IN THE TOP OF A CONCRETE POST
 ML0759'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0061 ***********************************************************************
 MM0061  DESIGNATION -  K 317
 MM0061  PID         -  MM0061
 MM0061  STATE/COUNTY-  NE/CUSTER
 MM0061  USGS QUAD   -  DAVENPORT TABLE (1972)
 MM0061
 MM0061                         *CURRENT SURVEY CONTROL
 MM0061  ___________________________________________________________________
 MM0061* NAD 83(1986)-  41 22 42.     (N)    100 02 04.     (W)     SCALED    
 MM0061* NAVD 88     -       801.532  (meters)    2629.69   (feet)  ADJUSTED  
 MM0061  ___________________________________________________________________
 MM0061  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 MM0061  DYNAMIC HT  -         801.093 (meters)    2628.25  (feet)  COMP
 MM0061  MODELED GRAV-     980,049.7   (mgal)                       NAVD 88
 MM0061
 MM0061  VERT ORDER  -  SECOND    CLASS 0
 MM0061
 MM0061.The horizontal coordinates were scaled from a topographic map and have
 MM0061.an estimated accuracy of +/- 6 seconds.
 MM0061
 MM0061.The orthometric height was determined by differential leveling
 MM0061.and adjusted by the National Geodetic Survey in June 1991..
 MM0061
 MM0061.The geoid height was determined by GEOID03.
 MM0061
 MM0061.The dynamic height is computed by dividing the NAVD 88
 MM0061.geopotential number by the normal gravity value computed on the
 MM0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0061.degrees latitude (g = 980.6199 gals.).
 MM0061
 MM0061.The modeled gravity was interpolated from observed gravity values.
 MM0061
 MM0061;                    North         East    Units  Estimated Accuracy
 MM0061;SPC NE       -   171,540.      497,120.      MT  (+/- 180 meters Scaled)
 MM0061
 MM0061                          SUPERSEDED SURVEY CONTROL
 MM0061
 MM0061  NGVD 29 (??/??/92)  801.279  (m)         2628.86   (f) ADJ UNCH    2 0
 MM0061
 MM0061.Superseded values are not recommended for survey control.
 MM0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0061.See file dsdata.txt to determine how the superseded data were derived.
 MM0061
 MM0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML135812(NAD 83)
 MM0061_MARKER: DB = BENCH MARK DISK
 MM0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0061_STAMPING: K 317 1950
 MM0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0061+STABILITY: SURFACE MOTION
 MM0061
 MM0061  HISTORY     - Date     Condition        Report By
 MM0061  HISTORY     - 1950     MONUMENTED       CGS
 MM0061
 MM0061                          STATION DESCRIPTION
 MM0061
 MM0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0061'10.8 MI SE FROM ARNOLD.
 MM0061'3.0 MILES EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 92 FROM THE
 MM0061'UNION PACIFIC RAILROAD STATION AT ARNOLD, THENCE 0.8 MILE SOUTH
 MM0061'ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTHEAST ALONG A
 MM0061'GRAVELED ROAD, THENCE 1.15 MILES EAST ALONG A GRAVELED ROAD,
 MM0061'THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST
 MM0061'ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A GRAVELED
 MM0061'ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 MM0061'SOUTH ALONG A GRAVELED ROAD, THENCE 0.85 MILE EAST ALONG A
 MM0061'GRAVELED ROAD, ACROSS THE ROAD FROM A GROVE OF TREES WHICH SURROUND
 MM0061'A FARMHOUSE, AT THE NORTHWEST CORNER OF A LARGE CORRUGATED STEEL
 MM0061'MACHINE BUILDING, 36 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED
 MM0061'ROAD, 13 FEET EAST OF THE CENTER LINE OF A FARM DRIVE WHICH LEADS
 MM0061'SOUTH INTO A FIELD, 1.6 FEET NORTH OF THE NORTHWEST CORNER OF THE
 MM0061'MACHINE BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MM0061'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0594 ***********************************************************************
 ML0594  DESIGNATION -  K 318
 ML0594  PID         -  ML0594
 ML0594  STATE/COUNTY-  NE/CUSTER
 ML0594  USGS QUAD   -  SARGENT WEST (1978)
 ML0594
 ML0594                         *CURRENT SURVEY CONTROL
 ML0594  ___________________________________________________________________
 ML0594* NAD 83(1986)-  41 38 25.     (N)    099 23 06.     (W)     SCALED    
 ML0594* NAVD 88     -       708.193  (meters)    2323.46   (feet)  ADJUSTED  
 ML0594  ___________________________________________________________________
 ML0594  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 ML0594  DYNAMIC HT  -         707.840 (meters)    2322.31  (feet)  COMP
 ML0594  MODELED GRAV-     980,100.9   (mgal)                       NAVD 88
 ML0594
 ML0594  VERT ORDER  -  SECOND    CLASS 0
 ML0594
 ML0594.The horizontal coordinates were scaled from a topographic map and have
 ML0594.an estimated accuracy of +/- 6 seconds.
 ML0594
 ML0594.The orthometric height was determined by differential leveling
 ML0594.and adjusted by the National Geodetic Survey in June 1991..
 ML0594
 ML0594.The geoid height was determined by GEOID03.
 ML0594
 ML0594.The dynamic height is computed by dividing the NAVD 88
 ML0594.geopotential number by the normal gravity value computed on the
 ML0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0594.degrees latitude (g = 980.6199 gals.).
 ML0594
 ML0594.The modeled gravity was interpolated from observed gravity values.
 ML0594
 ML0594;                    North         East    Units  Estimated Accuracy
 ML0594;SPC NE       -   200,800.      551,220.      MT  (+/- 180 meters Scaled)
 ML0594
 ML0594                          SUPERSEDED SURVEY CONTROL
 ML0594
 ML0594  NGVD 29 (??/??/92)  707.938  (m)         2322.63   (f) ADJ UNCH    2 0
 ML0594
 ML0594.Superseded values are not recommended for survey control.
 ML0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0594.See file dsdata.txt to determine how the superseded data were derived.
 ML0594
 ML0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM679099(NAD 83)
 ML0594_MARKER: DB = BENCH MARK DISK
 ML0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0594_STAMPING: K 316 1950
 ML0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0594+STABILITY: SURFACE MOTION
 ML0594
 ML0594  HISTORY     - Date     Condition        Report By
 ML0594  HISTORY     - 1950     MONUMENTED       CGS
 ML0594
 ML0594                          STATION DESCRIPTION
 ML0594
 ML0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0594'0.8 MI W FROM SARGENT.
 ML0594'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0594'SARGENT, AT THE RAYMOND SLAGLE HOME, 91 FEET SOUTHWEST OF THE
 ML0594'CENTER LINE OF THE GRAVELED ROAD, 55 FEET NORTH OF THE NORTHEAST
 ML0594'CORNER OF THE HOUSE, 30 FEET WEST OF THE CENTER LINE OF A
 ML0594'PRIVATE DRIVEWAY LEADING SOUTH, 25 FEET SOUTH OF THE CENTER
 ML0594'LINE OF A GRAVELED ROAD LEADING WEST, SET IN THE TOP OF A
 ML0594'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0957 ***********************************************************************
 ML0957  DESIGNATION -  K 319
 ML0957  PID         -  ML0957
 ML0957  STATE/COUNTY-  NE/BLAINE
 ML0957  USGS QUAD   -  ALMERIA SW (1952)
 ML0957
 ML0957                         *CURRENT SURVEY CONTROL
 ML0957  ___________________________________________________________________
 ML0957* NAD 83(1986)-  41 47 44.     (N)    099 42 55.     (W)     SCALED    
 ML0957* NAVD 88     -       800.798  (meters)    2627.28   (feet)  ADJUSTED  
 ML0957  ___________________________________________________________________
 ML0957  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 ML0957  DYNAMIC HT  -         800.399 (meters)    2625.98  (feet)  COMP
 ML0957  MODELED GRAV-     980,097.9   (mgal)                       NAVD 88
 ML0957
 ML0957  VERT ORDER  -  SECOND    CLASS 0
 ML0957
 ML0957.The horizontal coordinates were scaled from a topographic map and have
 ML0957.an estimated accuracy of +/- 6 seconds.
 ML0957
 ML0957.The orthometric height was determined by differential leveling
 ML0957.and adjusted by the National Geodetic Survey in June 1991..
 ML0957
 ML0957.The geoid height was determined by GEOID03.
 ML0957
 ML0957.The dynamic height is computed by dividing the NAVD 88
 ML0957.geopotential number by the normal gravity value computed on the
 ML0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0957.degrees latitude (g = 980.6199 gals.).
 ML0957
 ML0957.The modeled gravity was interpolated from observed gravity values.
 ML0957
 ML0957;                    North         East    Units  Estimated Accuracy
 ML0957;SPC NE       -   217,900.      523,660.      MT  (+/- 180 meters Scaled)
 ML0957
 ML0957                          SUPERSEDED SURVEY CONTROL
 ML0957
 ML0957  NGVD 29 (??/??/92)  800.517  (m)         2626.36   (f) ADJ UNCH    2 0
 ML0957
 ML0957.Superseded values are not recommended for survey control.
 ML0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0957.See file dsdata.txt to determine how the superseded data were derived.
 ML0957
 ML0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM405273(NAD 83)
 ML0957_MARKER: DB = BENCH MARK DISK
 ML0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0957_STAMPING: K 319 1950
 ML0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0957+STABILITY: SURFACE MOTION
 ML0957
 ML0957  HISTORY     - Date     Condition        Report By
 ML0957  HISTORY     - 1950     MONUMENTED       CGS
 ML0957
 ML0957                          STATION DESCRIPTION
 ML0957
 ML0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0957'5.8 MI N FROM MILBURN.
 ML0957'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0957'MILBURN, THENCE 3.05 MILES NORTH ALONG A WINDING DIRT ROAD,
 ML0957'THENCE 0.15 MILE EAST ALONG A DIRT ROAD, THENCE 0.85 MILE NORTH
 ML0957'ALONG A DIRT ROAD, THENCE 0.8 MILE NORTH ALONG A DIM TRACK ROAD,
 ML0957'ON TOP OF A SMALL HILL, 18.8 FEET SOUTH OF A BUSHY LOCUST TREE,
 ML0957'45 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET EAST OF
 ML0957'A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0957'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0270 ***********************************************************************
 MM0270  DESIGNATION -  K 32
 MM0270  PID         -  MM0270
 MM0270  STATE/COUNTY-  NE/GRANT
 MM0270  USGS QUAD   -  PRATT VALLEY (1985)
 MM0270
 MM0270                         *CURRENT SURVEY CONTROL
 MM0270  ___________________________________________________________________
 MM0270* NAD 83(1986)-  41 58 36.     (N)    101 43 32.     (W)     SCALED    
 MM0270* NAVD 88     -      1128.679  (meters)    3703.01   (feet)  ADJUSTED  
 MM0270  ___________________________________________________________________
 MM0270  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 MM0270  DYNAMIC HT  -        1128.049 (meters)    3700.94  (feet)  COMP
 MM0270  MODELED GRAV-     980,024.2   (mgal)                       NAVD 88
 MM0270
 MM0270  VERT ORDER  -  SECOND    CLASS 0
 MM0270
 MM0270.The horizontal coordinates were scaled from a topographic map and have
 MM0270.an estimated accuracy of +/- 6 seconds.
 MM0270
 MM0270.The orthometric height was determined by differential leveling
 MM0270.and adjusted by the National Geodetic Survey in June 1991..
 MM0270
 MM0270.The geoid height was determined by GEOID03.
 MM0270
 MM0270.The dynamic height is computed by dividing the NAVD 88
 MM0270.geopotential number by the normal gravity value computed on the
 MM0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0270.degrees latitude (g = 980.6199 gals.).
 MM0270
 MM0270.The modeled gravity was interpolated from observed gravity values.
 MM0270
 MM0270;                    North         East    Units  Estimated Accuracy
 MM0270;SPC NE       -   239,390.      357,040.      MT  (+/- 180 meters Scaled)
 MM0270
 MM0270                          SUPERSEDED SURVEY CONTROL
 MM0270
 MM0270  NGVD 29 (??/??/92) 1128.208  (m)         3701.46   (f) ADJ UNCH    2 0
 MM0270
 MM0270.Superseded values are not recommended for survey control.
 MM0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0270.See file dsdata.txt to determine how the superseded data were derived.
 MM0270
 MM0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM741507(NAD 83)
 MM0270_MARKER: DT = TOPOGRAPHIC STATION DISK
 MM0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0270_STAMPING: K 32 1934
 MM0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0270+STABILITY: SURFACE MOTION
 MM0270
 MM0270  HISTORY     - Date     Condition        Report By
 MM0270  HISTORY     - 1934     MONUMENTED       CGS
 MM0270  HISTORY     - 1948     MARK NOT FOUND   USGS
 MM0270
 MM0270                          STATION DESCRIPTION
 MM0270
 MM0270'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MM0270'2.7 MI SE FROM HYANNIS.
 MM0270'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 MM0270'COUNTY, AT THE L-ANGLE INTERSECTION OF THE LINE OF AN EAST-AND-WEST
 MM0270'FENCE, 35 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, 44 YARDS
 MM0270'EAST OF THE LINE OF A NORTH-AND-SOUTH FENCE, AND 6 FEET NORTH
 MM0270'OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED K 32 1934
 MM0270'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0845 ***********************************************************************
 LH0845  DESIGNATION -  K 320
 LH0845  PID         -  LH0845
 LH0845  STATE/COUNTY-  NE/DAWSON
 LH0845  USGS QUAD   -  BUFFALO (1962)
 LH0845
 LH0845                         *CURRENT SURVEY CONTROL
 LH0845  ___________________________________________________________________
 LH0845* NAD 83(1986)-  40 56 44.     (N)    099 50 42.     (W)     SCALED    
 LH0845* NAVD 88     -       776.836  (meters)    2548.67   (feet)  ADJUSTED  
 LH0845  ___________________________________________________________________
 LH0845  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 LH0845  DYNAMIC HT  -         776.385 (meters)    2547.19  (feet)  COMP
 LH0845  MODELED GRAV-     980,017.0   (mgal)                       NAVD 88
 LH0845
 LH0845  VERT ORDER  -  SECOND    CLASS 0
 LH0845
 LH0845.The horizontal coordinates were scaled from a topographic map and have
 LH0845.an estimated accuracy of +/- 6 seconds.
 LH0845
 LH0845.The orthometric height was determined by differential leveling
 LH0845.and adjusted by the National Geodetic Survey in June 1991..
 LH0845
 LH0845.The geoid height was determined by GEOID03.
 LH0845
 LH0845.The dynamic height is computed by dividing the NAVD 88
 LH0845.geopotential number by the normal gravity value computed on the
 LH0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0845.degrees latitude (g = 980.6199 gals.).
 LH0845
 LH0845.The modeled gravity was interpolated from observed gravity values.
 LH0845
 LH0845;                    North         East    Units  Estimated Accuracy
 LH0845;SPC NE       -   123,500.      513,050.      MT  (+/- 180 meters Scaled)
 LH0845
 LH0845                          SUPERSEDED SURVEY CONTROL
 LH0845
 LH0845  NGVD 29 (??/??/92)  776.537  (m)         2547.69   (f) ADJ UNCH    2 0
 LH0845
 LH0845.Superseded values are not recommended for survey control.
 LH0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0845.See file dsdata.txt to determine how the superseded data were derived.
 LH0845
 LH0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML288330(NAD 83)
 LH0845_MARKER: DB = BENCH MARK DISK
 LH0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0845_STAMPING: K 320 1950
 LH0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0845+STABILITY: SURFACE MOTION
 LH0845
 LH0845  HISTORY     - Date     Condition        Report By
 LH0845  HISTORY     - 1950     MONUMENTED       CGS
 LH0845
 LH0845                          STATION DESCRIPTION
 LH0845
 LH0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0845'3.7 MI SW FROM BUFFALO.
 LH0845'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LH0845'BUFFALO, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, THENCE 3.0
 LH0845'MILES SOUTH ALONG A GRAVELED ROAD, 38 FEET EAST OF THE CENTER
 LH0845'LINE OF THE ROAD, 5.6 FEET NORTHEAST OF A FENCE CORNER, 4.6 FEET
 LH0845'EAST OF A FENCE, 3 FEET NORTH OF AN EAST AND WEST FENCE, 4 FEET
 LH0845'EAST OF A TELEPHONE POLE, 4.8 FEET EAST OF A WITNESS POST, SET
 LH0845'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 LH0845'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0784 ***********************************************************************
 ML0784  DESIGNATION -  K 321
 ML0784  PID         -  ML0784
 ML0784  STATE/COUNTY-  NE/CUSTER
 ML0784  USGS QUAD   -  OCONTO (1974)
 ML0784
 ML0784                         *CURRENT SURVEY CONTROL
 ML0784  ___________________________________________________________________
 ML0784* NAD 83(1986)-  41 10 59.     (N)    099 49 16.     (W)     SCALED    
 ML0784* NAVD 88     -       797.795  (meters)    2617.43   (feet)  ADJUSTED  
 ML0784  ___________________________________________________________________
 ML0784  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 ML0784  DYNAMIC HT  -         797.355 (meters)    2615.99  (feet)  COMP
 ML0784  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 ML0784
 ML0784  VERT ORDER  -  SECOND    CLASS 0
 ML0784
 ML0784.The horizontal coordinates were scaled from a topographic map and have
 ML0784.an estimated accuracy of +/- 6 seconds.
 ML0784
 ML0784.The orthometric height was determined by differential leveling
 ML0784.and adjusted by the National Geodetic Survey in June 1991..
 ML0784
 ML0784.The geoid height was determined by GEOID03.
 ML0784
 ML0784.The dynamic height is computed by dividing the NAVD 88
 ML0784.geopotential number by the normal gravity value computed on the
 ML0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0784.degrees latitude (g = 980.6199 gals.).
 ML0784
 ML0784.The modeled gravity was interpolated from observed gravity values.
 ML0784
 ML0784;                    North         East    Units  Estimated Accuracy
 ML0784;SPC NE       -   149,870.      515,000.      MT  (+/- 180 meters Scaled)
 ML0784
 ML0784                          SUPERSEDED SURVEY CONTROL
 ML0784
 ML0784  NGVD 29 (??/??/92)  797.525  (m)         2616.55   (f) ADJ UNCH    2 0
 ML0784
 ML0784.Superseded values are not recommended for survey control.
 ML0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0784.See file dsdata.txt to determine how the superseded data were derived.
 ML0784
 ML0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML311594(NAD 83)
 ML0784_MARKER: DB = BENCH MARK DISK
 ML0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0784_STAMPING: K 321 1950
 ML0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0784+STABILITY: SURFACE MOTION
 ML0784
 ML0784  HISTORY     - Date     Condition        Report By
 ML0784  HISTORY     - 1950     MONUMENTED       CGS
 ML0784  HISTORY     - 1985     GOOD             LOCSUR
 ML0784
 ML0784                          STATION DESCRIPTION
 ML0784
 ML0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0784'4.1 MI NW FROM OCONTO.
 ML0784'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0784'RAILROAD STATION AT OCONTO, 0.4 MILE NORTHWEST OF A NORTH AND
 ML0784'SOUTH ROAD, 183 FEET SOUTHEAST OF THE CENTER OF A GATE, 34 FEET
 ML0784'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET SOUTHWEST
 ML0784'OF THE SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD, 15 FEET
 ML0784'SOUTHEAST OF A TELEPHONE POLE, 1.4 FEET NORTHEAST OF A FENCE,
 ML0784'2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0784'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0784
 ML0784                          STATION RECOVERY (1985)
 ML0784
 ML0784'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 ML0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0297 ***********************************************************************
 ML0297  DESIGNATION -  K 322
 ML0297  PID         -  ML0297
 ML0297  STATE/COUNTY-  NE/SHERMAN
 ML0297  USGS QUAD   -  LOUP CITY (1978)
 ML0297
 ML0297                         *CURRENT SURVEY CONTROL
 ML0297  ___________________________________________________________________
 ML0297* NAD 83(1986)-  41 16 09.     (N)    098 57 43.     (W)     SCALED    
 ML0297* NAVD 88     -       631.358  (meters)    2071.38   (feet)  ADJUSTED  
 ML0297  ___________________________________________________________________
 ML0297  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 ML0297  DYNAMIC HT  -         631.035 (meters)    2070.32  (feet)  COMP
 ML0297  MODELED GRAV-     980,091.6   (mgal)                       NAVD 88
 ML0297
 ML0297  VERT ORDER  -  FIRST     CLASS II
 ML0297
 ML0297.The horizontal coordinates were scaled from a topographic map and have
 ML0297.an estimated accuracy of +/- 6 seconds.
 ML0297
 ML0297.The orthometric height was determined by differential leveling
 ML0297.and adjusted by the National Geodetic Survey in June 1991..
 ML0297
 ML0297.The geoid height was determined by GEOID03.
 ML0297
 ML0297.The dynamic height is computed by dividing the NAVD 88
 ML0297.geopotential number by the normal gravity value computed on the
 ML0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0297.degrees latitude (g = 980.6199 gals.).
 ML0297
 ML0297.The modeled gravity was interpolated from observed gravity values.
 ML0297
 ML0297;                    North         East    Units  Estimated Accuracy
 ML0297;SPC NE       -   159,940.      586,950.      MT  (+/- 180 meters Scaled)
 ML0297
 ML0297                          SUPERSEDED SURVEY CONTROL
 ML0297
 ML0297  NGVD 29 (??/??/92)  631.114  (m)         2070.58   (f) ADJ UNCH    1 2
 ML0297
 ML0297.Superseded values are not recommended for survey control.
 ML0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0297.See file dsdata.txt to determine how the superseded data were derived.
 ML0297
 ML0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL031686(NAD 83)
 ML0297_MARKER: DB = BENCH MARK DISK
 ML0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0297_STAMPING: K 322 1950
 ML0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0297+STABILITY: SURFACE MOTION
 ML0297
 ML0297  HISTORY     - Date     Condition        Report By
 ML0297  HISTORY     - 1950     MONUMENTED       CGS
 ML0297
 ML0297                          STATION DESCRIPTION
 ML0297
 ML0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0297'0.6 MI SE FROM LOUP CITY.
 ML0297'0.6 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0297'RAILROAD FROM THE STATION AT LOUP CITY, 0.3 MILE SOUTHEAST OF
 ML0297'THE CROSSING OF STATE HIGHWAY 58, 47 FEET SOUTH OF A WHISTLE
 ML0297'POST, 33 FEET SOUTH OF THE SOUTH RAIL, 4 FEET EAST OF A TELEGRAPH
 ML0297'POLE, 1.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0297'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0722 ***********************************************************************
 ML0722  DESIGNATION -  K 323 RESET
 ML0722  PID         -  ML0722
 ML0722  STATE/COUNTY-  NE/VALLEY
 ML0722  USGS QUAD   -  ARCADIA EAST (1978)
 ML0722
 ML0722                         *CURRENT SURVEY CONTROL
 ML0722  ___________________________________________________________________
 ML0722* NAD 83(1986)-  41 25 24.     (N)    099 02 25.     (W)     SCALED    
 ML0722* NAVD 88     -       671.69   (meters)    2203.7    (feet)  RESET     
 ML0722  ___________________________________________________________________
 ML0722  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 ML0722
 ML0722  VERT ORDER  -  THIRD
 ML0722
 ML0722.The horizontal coordinates were scaled from a topographic map and have
 ML0722.an estimated accuracy of +/- 6 seconds.
 ML0722
 ML0722.The orthometric height was computed from unverified reset data.
 ML0722
 ML0722.The geoid height was determined by GEOID03.
 ML0722
 ML0722;                    North         East    Units  Estimated Accuracy
 ML0722;SPC NE       -   176,980.      580,200.      MT  (+/- 180 meters Scaled)
 ML0722
 ML0722                          SUPERSEDED SURVEY CONTROL
 ML0722
 ML0722  NGVD 29 (??/??/??)  671.44   (m)         2202.9    (f) RESET       3  
 ML0722
 ML0722.Superseded values are not recommended for survey control.
 ML0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0722.See file dsdata.txt to determine how the superseded data were derived.
 ML0722
 ML0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML966857(NAD 83)
 ML0722_MARKER: DB = BENCH MARK DISK
 ML0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0722_STAMPING: K 323 RESET 1958
 ML0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0722+STABILITY: SURFACE MOTION
 ML0722
 ML0722  HISTORY     - Date     Condition        Report By
 ML0722  HISTORY     - 1958     MONUMENTED       NEDR
 ML0722
 ML0722                          STATION DESCRIPTION
 ML0722
 ML0722'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 ML0722'4.5 MI E FROM ARCADIA.
 ML0722'4.5 MILES EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE AT
 ML0722'ARCADIA, VALLEY COUNTY, 59 FEET SOUTH OF THE CENTERLINE OF
 ML0722'HIGHWAY 80, 75.2 FEET EAST OF A POWER POLE, 1.0 FOOT NORTH OF
 ML0722'A FENCE, AND 11.0 FEET NORTH OF A GAS LINE.  A STANDARD DISK,
 ML0722'STAMPED K 323 RESET 1958 AND SET IN A CONCRETE POST PROJECTING
 ML0722'0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0923 ***********************************************************************
 ML0923  DESIGNATION -  K 324
 ML0923  PID         -  ML0923
 ML0923  STATE/COUNTY-  NE/BLAINE
 ML0923  USGS QUAD   -  BREWSTER SE (1978)
 ML0923
 ML0923                         *CURRENT SURVEY CONTROL
 ML0923  ___________________________________________________________________
 ML0923* NAD 83(1986)-  41 48 18.     (N)    099 47 51.     (W)     SCALED    
 ML0923* NAVD 88     -       773.184  (meters)    2536.69   (feet)  ADJUSTED  
 ML0923  ___________________________________________________________________
 ML0923  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 ML0923  DYNAMIC HT  -         772.799 (meters)    2535.42  (feet)  COMP
 ML0923  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 ML0923
 ML0923  VERT ORDER  -  SECOND    CLASS 0
 ML0923
 ML0923.The horizontal coordinates were scaled from a topographic map and have
 ML0923.an estimated accuracy of +/- 6 seconds.
 ML0923
 ML0923.The orthometric height was determined by differential leveling
 ML0923.and adjusted by the National Geodetic Survey in June 1991..
 ML0923
 ML0923.The geoid height was determined by GEOID03.
 ML0923
 ML0923.The dynamic height is computed by dividing the NAVD 88
 ML0923.geopotential number by the normal gravity value computed on the
 ML0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0923.degrees latitude (g = 980.6199 gals.).
 ML0923
 ML0923.The modeled gravity was interpolated from observed gravity values.
 ML0923
 ML0923;                    North         East    Units  Estimated Accuracy
 ML0923;SPC NE       -   218,930.      516,820.      MT  (+/- 180 meters Scaled)
 ML0923
 ML0923                          SUPERSEDED SURVEY CONTROL
 ML0923
 ML0923  NGVD 29 (??/??/92)  772.903  (m)         2535.77   (f) ADJ UNCH    2 0
 ML0923
 ML0923.Superseded values are not recommended for survey control.
 ML0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0923.See file dsdata.txt to determine how the superseded data were derived.
 ML0923
 ML0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM337284(NAD 83)
 ML0923_MARKER: DB = BENCH MARK DISK
 ML0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0923_STAMPING: K 324 1950
 ML0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0923+STABILITY: SURFACE MOTION
 ML0923
 ML0923  HISTORY     - Date     Condition        Report By
 ML0923  HISTORY     - 1950     MONUMENTED       CGS
 ML0923
 ML0923                          STATION DESCRIPTION
 ML0923
 ML0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0923'8.2 MI NW FROM MILBURN.
 ML0923'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0923'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0923'THENCE 1.4 MILES NORTHWEST ALONG A WINDING SAND ROAD, 0.5 MILE
 ML0923'SOUTHEAST OF A CATTLE GUARD WHICH IS IN A NORTH AND SOUTH FENCE,
 ML0923'0.9 MILE NORTHWEST OF A GATE IN A NORTH AND SOUTH FENCE, ABOUT 0.15
 ML0923'MILE SOUTHWEST OF A GROVE OF COTTONWOOD TREES, 0.1 MILE NORTH OF
 ML0923'A LONE WILLOW TREE, 40 FEET NORTHEAST OF THE CENTER LINE OF THE
 ML0923'ROAD, 1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0923'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1442 ***********************************************************************
 MK1442  DESIGNATION -  K 325
 MK1442  PID         -  MK1442
 MK1442  STATE/COUNTY-  NE/POLK
 MK1442  USGS QUAD   -  CLARKS (1962)
 MK1442
 MK1442                         *CURRENT SURVEY CONTROL
 MK1442  ___________________________________________________________________
 MK1442* NAD 83(1986)-  41 09 44.     (N)    097 46 16.     (W)     SCALED    
 MK1442* NAVD 88     -       532.430  (meters)    1746.81   (feet)  ADJUSTED  
 MK1442  ___________________________________________________________________
 MK1442  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 MK1442  DYNAMIC HT  -         532.168 (meters)    1745.95  (feet)  COMP
 MK1442  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 MK1442
 MK1442  VERT ORDER  -  SECOND    CLASS 0
 MK1442
 MK1442.The horizontal coordinates were scaled from a topographic map and have
 MK1442.an estimated accuracy of +/- 6 seconds.
 MK1442
 MK1442.The orthometric height was determined by differential leveling
 MK1442.and adjusted by the National Geodetic Survey in June 1991..
 MK1442
 MK1442.The geoid height was determined by GEOID03.
 MK1442
 MK1442.The dynamic height is computed by dividing the NAVD 88
 MK1442.geopotential number by the normal gravity value computed on the
 MK1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1442.degrees latitude (g = 980.6199 gals.).
 MK1442
 MK1442.The modeled gravity was interpolated from observed gravity values.
 MK1442
 MK1442;                    North         East    Units  Estimated Accuracy
 MK1442;SPC NE       -   149,950.      686,990.      MT  (+/- 180 meters Scaled)
 MK1442
 MK1442                          SUPERSEDED SURVEY CONTROL
 MK1442
 MK1442  NGVD 29 (??/??/92)  532.217  (m)         1746.12   (f) ADJ UNCH    2 0
 MK1442
 MK1442.Superseded values are not recommended for survey control.
 MK1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1442.See file dsdata.txt to determine how the superseded data were derived.
 MK1442
 MK1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL030574(NAD 83)
 MK1442_MARKER: DB = BENCH MARK DISK
 MK1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1442_STAMPING: K 325 1950
 MK1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1442+STABILITY: SURFACE MOTION
 MK1442
 MK1442  HISTORY     - Date     Condition        Report By
 MK1442  HISTORY     - 1950     MONUMENTED       CGS
 MK1442
 MK1442                          STATION DESCRIPTION
 MK1442
 MK1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1442'7 MI N FROM POLK.
 MK1442'0.25 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1442'AT POLK, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1442'1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH
 MK1442'ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 35 FEET SOUTH OF
 MK1442'THE CENTER LINE OF AN EAST AND WEST ROAD, 38 FEET WEST OF THE
 MK1442'CENTER LINE OF A NORTH AND SOUTH ROAD, 3.4 FEET SOUTHWEST OF A
 MK1442'POWER POLE, 1.9 FEET SOUTHWEST OF A FENCE CORNER, 2.1 FEET WEST
 MK1442'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1442'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1506 ***********************************************************************
 MK1506  DESIGNATION -  K 326
 MK1506  PID         -  MK1506
 MK1506  STATE/COUNTY-  NE/POLK
 MK1506  USGS QUAD   -  OSCEOLA (1965)
 MK1506
 MK1506                         *CURRENT SURVEY CONTROL
 MK1506  ___________________________________________________________________
 MK1506* NAD 83(1986)-  41 11 59.     (N)    097 33 04.     (W)     SCALED    
 MK1506* NAVD 88     -       510.917  (meters)    1676.23   (feet)  ADJUSTED  
 MK1506  ___________________________________________________________________
 MK1506  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 MK1506  DYNAMIC HT  -         510.669 (meters)    1675.42  (feet)  COMP
 MK1506  MODELED GRAV-     980,122.5   (mgal)                       NAVD 88
 MK1506
 MK1506  VERT ORDER  -  SECOND    CLASS 0
 MK1506
 MK1506.The horizontal coordinates were scaled from a topographic map and have
 MK1506.an estimated accuracy of +/- 6 seconds.
 MK1506
 MK1506.The orthometric height was determined by differential leveling
 MK1506.and adjusted by the National Geodetic Survey in June 1991..
 MK1506
 MK1506.The geoid height was determined by GEOID03.
 MK1506
 MK1506.The dynamic height is computed by dividing the NAVD 88
 MK1506.geopotential number by the normal gravity value computed on the
 MK1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1506.degrees latitude (g = 980.6199 gals.).
 MK1506
 MK1506.The modeled gravity was interpolated from observed gravity values.
 MK1506
 MK1506;                    North         East    Units  Estimated Accuracy
 MK1506;SPC NE       -   154,610.      705,320.      MT  (+/- 180 meters Scaled)
 MK1506
 MK1506                          SUPERSEDED SURVEY CONTROL
 MK1506
 MK1506  NGVD 29 (??/??/92)  510.716  (m)         1675.57   (f) ADJ UNCH    2 0
 MK1506
 MK1506.Superseded values are not recommended for survey control.
 MK1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1506.See file dsdata.txt to determine how the superseded data were derived.
 MK1506
 MK1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL214619(NAD 83)
 MK1506_MARKER: DB = BENCH MARK DISK
 MK1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1506_STAMPING: K 326 1950
 MK1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1506+STABILITY: SURFACE MOTION
 MK1506
 MK1506  HISTORY     - Date     Condition        Report By
 MK1506  HISTORY     - 1950     MONUMENTED       CGS
 MK1506
 MK1506                          STATION DESCRIPTION
 MK1506
 MK1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1506'1.5 MI N FROM OSCEOLA.
 MK1506'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1506'STATION AT OSCEOLA, THENCE 1.3 MILES NORTH ALONG A GRAVELED
 MK1506'ROAD, 75 FEET SOUTHWEST OF A 2 STORY FARMHOUSE, 57 FEET
 MK1506'SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 31 FEET EAST
 MK1506'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 34 FEET SOUTH
 MK1506'OF A POWER POLE, 1.5 FEET EAST OF A FENCE, 2.3 FEET SOUTH OF A
 MK1506'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1506'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1463 ***********************************************************************
 MK1463  DESIGNATION -  K 327
 MK1463  PID         -  MK1463
 MK1463  STATE/COUNTY-  NE/POLK
 MK1463  USGS QUAD   -  SILVER CREEK SE (1958)
 MK1463
 MK1463                         *CURRENT SURVEY CONTROL
 MK1463  ___________________________________________________________________
 MK1463* NAD 83(1986)-  41 15 52.     (N)    097 34 45.     (W)     SCALED    
 MK1463* NAVD 88     -       470.834  (meters)    1544.73   (feet)  ADJUSTED  
 MK1463  ___________________________________________________________________
 MK1463  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 MK1463  DYNAMIC HT  -         470.612 (meters)    1544.00  (feet)  COMP
 MK1463  MODELED GRAV-     980,138.5   (mgal)                       NAVD 88
 MK1463
 MK1463  VERT ORDER  -  SECOND    CLASS 0
 MK1463
 MK1463.The horizontal coordinates were scaled from a topographic map and have
 MK1463.an estimated accuracy of +/- 6 seconds.
 MK1463
 MK1463.The orthometric height was determined by differential leveling
 MK1463.and adjusted by the National Geodetic Survey in June 1991..
 MK1463
 MK1463.The geoid height was determined by GEOID03.
 MK1463
 MK1463.The dynamic height is computed by dividing the NAVD 88
 MK1463.geopotential number by the normal gravity value computed on the
 MK1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1463.degrees latitude (g = 980.6199 gals.).
 MK1463
 MK1463.The modeled gravity was interpolated from observed gravity values.
 MK1463
 MK1463;                    North         East    Units  Estimated Accuracy
 MK1463;SPC NE       -   161,730.      702,770.      MT  (+/- 180 meters Scaled)
 MK1463
 MK1463                          SUPERSEDED SURVEY CONTROL
 MK1463
 MK1463  NGVD 29 (??/??/92)  470.634  (m)         1544.07   (f) ADJ UNCH    2 0
 MK1463
 MK1463.Superseded values are not recommended for survey control.
 MK1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1463.See file dsdata.txt to determine how the superseded data were derived.
 MK1463
 MK1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL190690(NAD 83)
 MK1463_MARKER: DB = BENCH MARK DISK
 MK1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1463_STAMPING: K 327 1950
 MK1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1463+STABILITY: SURFACE MOTION
 MK1463
 MK1463  HISTORY     - Date     Condition        Report By
 MK1463  HISTORY     - 1950     MONUMENTED       CGS
 MK1463
 MK1463                          STATION DESCRIPTION
 MK1463
 MK1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1463'7.6 MI SE FROM SILVER CREEK.
 MK1463'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1463'SILVER CREEK, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, 500
 MK1463'FEET NORTHWEST OF A FARMHOUSE, IN A PASTURE LOT, 234 FEET EAST
 MK1463'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 36 FEET SOUTH OF
 MK1463'THE CENTER LINE OF AN EAST AND WEST ROAD, 6.5 FEET SOUTHWEST OF
 MK1463'A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE, 2.3 FEET SOUTHWEST
 MK1463'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1463'PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0 MILE
 MK1463'NORTH OF BENCH MARK J 327.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0587 ***********************************************************************
 ML0587  DESIGNATION -  K 328
 ML0587  PID         -  ML0587
 ML0587  STATE/COUNTY-  NE/CUSTER
 ML0587  USGS QUAD   -  SARGENT SE (1978)
 ML0587
 ML0587                         *CURRENT SURVEY CONTROL
 ML0587  ___________________________________________________________________
 ML0587* NAD 83(1986)-  41 34 19.     (N)    099 15 20.     (W)     SCALED    
 ML0587* NAVD 88     -       686.564  (meters)    2252.50   (feet)  ADJUSTED  
 ML0587  ___________________________________________________________________
 ML0587  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 ML0587  DYNAMIC HT  -         686.223 (meters)    2251.38  (feet)  COMP
 ML0587  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 ML0587
 ML0587  VERT ORDER  -  FIRST     CLASS II
 ML0587
 ML0587.The horizontal coordinates were scaled from a topographic map and have
 ML0587.an estimated accuracy of +/- 6 seconds.
 ML0587
 ML0587.The orthometric height was determined by differential leveling
 ML0587.and adjusted by the National Geodetic Survey in June 1991..
 ML0587
 ML0587.The geoid height was determined by GEOID03.
 ML0587
 ML0587.The dynamic height is computed by dividing the NAVD 88
 ML0587.geopotential number by the normal gravity value computed on the
 ML0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0587.degrees latitude (g = 980.6199 gals.).
 ML0587
 ML0587.The modeled gravity was interpolated from observed gravity values.
 ML0587
 ML0587;                    North         East    Units  Estimated Accuracy
 ML0587;SPC NE       -   193,300.      562,070.      MT  (+/- 180 meters Scaled)
 ML0587
 ML0587                          SUPERSEDED SURVEY CONTROL
 ML0587
 ML0587  NGVD 29 (??/??/92)  686.316  (m)         2251.69   (f) ADJ UNCH    1 2
 ML0587
 ML0587.Superseded values are not recommended for survey control.
 ML0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0587.See file dsdata.txt to determine how the superseded data were derived.
 ML0587
 ML0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM786022(NAD 83)
 ML0587_MARKER: DB = BENCH MARK DISK
 ML0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0587_STAMPING: K 328 1950
 ML0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0587+STABILITY: SURFACE MOTION
 ML0587
 ML0587  HISTORY     - Date     Condition        Report By
 ML0587  HISTORY     - 1950     MONUMENTED       CGS
 ML0587
 ML0587                          STATION DESCRIPTION
 ML0587
 ML0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0587'1.2 MI NW FROM COMSTOCK.
 ML0587'1.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0587'RAILROAD FROM THE STATION AT COMSTOCK, 0.1 MILE SOUTHEAST OF A
 ML0587'GATE AND A PRIVATE ROAD CROSSING, 47 FEET NORTHEAST OF THE
 ML0587'NORTHEAST RAIL, 1 FOOT SOUTHWEST OF A FENCE, 1.3 FEET NORTHWEST
 ML0587'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0587'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1353 ***********************************************************************
 MK1353  DESIGNATION -  K 329
 MK1353  PID         -  MK1353
 MK1353  STATE/COUNTY-  NE/COLFAX
 MK1353  USGS QUAD   -  SCHUYLER (1968)
 MK1353
 MK1353                         *CURRENT SURVEY CONTROL
 MK1353  ___________________________________________________________________
 MK1353* NAD 83(1986)-  41 25 24.     (N)    097 03 35.     (W)     SCALED    
 MK1353* NAVD 88     -       411.062  (meters)    1348.63   (feet)  ADJUSTED  
 MK1353  ___________________________________________________________________
 MK1353  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 MK1353  DYNAMIC HT  -         410.882 (meters)    1348.04  (feet)  COMP
 MK1353  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 MK1353
 MK1353  VERT ORDER  -  SECOND    CLASS 0
 MK1353
 MK1353.The horizontal coordinates were scaled from a topographic map and have
 MK1353.an estimated accuracy of +/- 6 seconds.
 MK1353
 MK1353.The orthometric height was determined by differential leveling
 MK1353.and adjusted by the National Geodetic Survey in June 1991..
 MK1353
 MK1353.The geoid height was determined by GEOID03.
 MK1353
 MK1353.The dynamic height is computed by dividing the NAVD 88
 MK1353.geopotential number by the normal gravity value computed on the
 MK1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1353.degrees latitude (g = 980.6199 gals.).
 MK1353
 MK1353.The modeled gravity was interpolated from observed gravity values.
 MK1353
 MK1353;                    North         East    Units  Estimated Accuracy
 MK1353;SPC NE       -   180,710.      745,660.      MT  (+/- 180 meters Scaled)
 MK1353
 MK1353                          SUPERSEDED SURVEY CONTROL
 MK1353
 MK1353  NGVD 29 (??/??/92)  410.894  (m)         1348.07   (f) ADJ UNCH    2 0
 MK1353
 MK1353.Superseded values are not recommended for survey control.
 MK1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1353.See file dsdata.txt to determine how the superseded data were derived.
 MK1353
 MK1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL621875(NAD 83)
 MK1353_MARKER: DB = BENCH MARK DISK
 MK1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1353_STAMPING: K 329 1950
 MK1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1353+STABILITY: SURFACE MOTION
 MK1353
 MK1353  HISTORY     - Date     Condition        Report By
 MK1353  HISTORY     - 1950     MONUMENTED       CGS
 MK1353  HISTORY     - 1966     MARK NOT FOUND   NGS
 MK1353
 MK1353                          STATION DESCRIPTION
 MK1353
 MK1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1353'1.6 MI S FROM SCHUYLER.
 MK1353'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1353'SCHUYLER, THENCE 1.65 MILES SOUTH ALONG STATE HIGHWAY 15, 100
 MK1353'FEET WEST CENTERLINE OF HIGHWAY 15, 7.0 FEET WEST OF A POWER
 MK1353'LINE POLE, 3.0 FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD
 MK1353'LEADING EAST, 10.0 FEET WEST OF A RIGHT-OF-WAY FENCE, 1.0 FOOT
 MK1353'SOUTH OF AN EAST-WEST FENCE, 1.2 FEET EAST OF A REFERENCE POST,
 MK1353'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 MK1353'THE GROUND.  NOTE-- HIGHWAY RELOCATED, POST NOT MOVED.
 MK1353
 MK1353                          STATION RECOVERY (1966)
 MK1353
 MK1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MK1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2193 ***********************************************************************
 MK2193  DESIGNATION -  K 329 RESET
 MK2193  PID         -  MK2193
 MK2193  STATE/COUNTY-  NE/COLFAX
 MK2193  USGS QUAD   -  SCHUYLER (1968)
 MK2193
 MK2193                         *CURRENT SURVEY CONTROL
 MK2193  ___________________________________________________________________
 MK2193* NAD 83(1986)-  41 25 24.     (N)    097 03 35.     (W)     SCALED    
 MK2193* NAVD 88     -       410.81   (+/-2cm)    1347.8    (feet)  VERTCON   
 MK2193  ___________________________________________________________________
 MK2193  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 MK2193
 MK2193  VERT ORDER  -  THIRD (See Below)
 MK2193
 MK2193.The horizontal coordinates were scaled from a topographic map and have
 MK2193.an estimated accuracy of +/- 6 seconds.
 MK2193
 MK2193.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK2193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK2193.The vertical order pertains to the NGVD 29 superseded value.
 MK2193
 MK2193.The geoid height was determined by GEOID03.
 MK2193
 MK2193;                    North         East    Units  Estimated Accuracy
 MK2193;SPC NE       -   180,710.      745,660.      MT  (+/- 180 meters Scaled)
 MK2193
 MK2193                          SUPERSEDED SURVEY CONTROL
 MK2193
 MK2193  NGVD 29 (08/02/06)  410.64   (m)         1347.2    (f) RESET       3  
 MK2193
 MK2193.Superseded values are not recommended for survey control.
 MK2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2193.See file dsdata.txt to determine how the superseded data were derived.
 MK2193
 MK2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL621875(NAD 83)
 MK2193_MARKER: DV = VERTICAL CONTROL DISK
 MK2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2193_SP_SET: CONCRETE POST
 MK2193_STAMPING: K 329 RESET 1985
 MK2193_MARK LOGO: NGS   
 MK2193_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 MK2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2193+STABILITY: SURFACE MOTION
 MK2193
 MK2193  HISTORY     - Date     Condition        Report By
 MK2193  HISTORY     - 1985     MONUMENTED       NGS
 MK2193
 MK2193                          STATION DESCRIPTION
 MK2193
 MK2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MK2193'1 BLOCK WEST ALONG 11TH STREET FROM THE POST OFFICE IN SCHUYLER,
 MK2193'THENCE 2.66 (1.65 MI) LEFT AND SOUTH ALONG STATE HIGHWAY 15 TO A
 MK2193'GRADED CROSSROAD AND MARK ON LEFT, 22.2 M (73.0 FT) EAST OF THE
 MK2193'CENTERLINE OF THE HIGHWAY, 12.8 M (42.0 FT) NORTH OF THE CENTERLINE
 MK2193'OF A GRADED ROAD, 2.59 M (8.5 FT) NORTH-NORTHWEST FROM A POWERLINE
 MK2193'POLE, IN A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0904 ***********************************************************************
 MK0904  DESIGNATION -  K 330
 MK0904  PID         -  MK0904
 MK0904  STATE/COUNTY-  NE/SAUNDERS
 MK0904  USGS QUAD   -  NORTH BEND (1968)
 MK0904
 MK0904                         *CURRENT SURVEY CONTROL
 MK0904  ___________________________________________________________________
 MK0904* NAD 83(1986)-  41 26 02.     (N)    096 47 25.     (W)     SCALED    
 MK0904* NAVD 88     -       392.658  (meters)    1288.25   (feet)  ADJUSTED  
 MK0904  ___________________________________________________________________
 MK0904  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 MK0904  DYNAMIC HT  -         392.490 (meters)    1287.69  (feet)  COMP
 MK0904  MODELED GRAV-     980,182.2   (mgal)                       NAVD 88
 MK0904
 MK0904  VERT ORDER  -  SECOND    CLASS 0
 MK0904
 MK0904.The horizontal coordinates were scaled from a topographic map and have
 MK0904.an estimated accuracy of +/- 6 seconds.
 MK0904
 MK0904.The orthometric height was determined by differential leveling
 MK0904.and adjusted by the National Geodetic Survey in June 1991..
 MK0904
 MK0904.The geoid height was determined by GEOID03.
 MK0904
 MK0904.The dynamic height is computed by dividing the NAVD 88
 MK0904.geopotential number by the normal gravity value computed on the
 MK0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0904.degrees latitude (g = 980.6199 gals.).
 MK0904
 MK0904.The modeled gravity was interpolated from observed gravity values.
 MK0904
 MK0904;                    North         East    Units  Estimated Accuracy
 MK0904;SPC NE       -   182,680.      768,120.      MT  (+/- 180 meters Scaled)
 MK0904
 MK0904                          SUPERSEDED SURVEY CONTROL
 MK0904
 MK0904  NGVD 29 (??/??/92)  392.506  (m)         1287.75   (f) ADJ UNCH    2 0
 MK0904
 MK0904.Superseded values are not recommended for survey control.
 MK0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0904.See file dsdata.txt to determine how the superseded data were derived.
 MK0904
 MK0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL846892(NAD 83)
 MK0904_MARKER: DB = BENCH MARK DISK
 MK0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0904_STAMPING: K 330 1950
 MK0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0904+STABILITY: SURFACE MOTION
 MK0904
 MK0904  HISTORY     - Date     Condition        Report By
 MK0904  HISTORY     - 1950     MONUMENTED       CGS
 MK0904
 MK0904                          STATION DESCRIPTION
 MK0904
 MK0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0904'1.3 MI W FROM MORSE BLUFF.
 MK0904'1.3 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND NORTH
 MK0904'WESTERN RAILROAD STATION AT MORSE BLUFF, 59 FEET SOUTH OF THE
 MK0904'CENTER LINE OF AN EAST AND WEST ROAD, 26 FEET WEST OF THE
 MK0904'CENTER LINE OF A NORTH AND SOUTH ROAD, 19.3 FEET NORTH OF THE
 MK0904'NORTH RAIL OF THE CHICAGO AND NORTH WESTERN RAILROAD, 2 FEET
 MK0904'EAST OF A WITNESS POST, AT A ROAD INTERSECTION, SET IN THE TOP
 MK0904'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1340 ***********************************************************************
 MK1340  DESIGNATION -  K 331
 MK1340  PID         -  MK1340
 MK1340  STATE/COUNTY-  NE/BUTLER
 MK1340  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1340
 MK1340                         *CURRENT SURVEY CONTROL
 MK1340  ___________________________________________________________________
 MK1340* NAD 83(1986)-  41 21 59.     (N)    097 09 24.     (W)     SCALED    
 MK1340* NAVD 88     -       428.135  (meters)    1404.64   (feet)  ADJUSTED  
 MK1340  ___________________________________________________________________
 MK1340  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 MK1340  DYNAMIC HT  -         427.943 (meters)    1404.01  (feet)  COMP
 MK1340  MODELED GRAV-     980,163.2   (mgal)                       NAVD 88
 MK1340
 MK1340  VERT ORDER  -  SECOND    CLASS 0
 MK1340
 MK1340.The horizontal coordinates were scaled from a topographic map and have
 MK1340.an estimated accuracy of +/- 6 seconds.
 MK1340
 MK1340.The orthometric height was determined by differential leveling
 MK1340.and adjusted by the National Geodetic Survey in June 1991..
 MK1340
 MK1340.The geoid height was determined by GEOID03.
 MK1340
 MK1340.The dynamic height is computed by dividing the NAVD 88
 MK1340.geopotential number by the normal gravity value computed on the
 MK1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1340.degrees latitude (g = 980.6199 gals.).
 MK1340
 MK1340.The modeled gravity was interpolated from observed gravity values.
 MK1340
 MK1340;                    North         East    Units  Estimated Accuracy
 MK1340;SPC NE       -   174,120.      737,770.      MT  (+/- 180 meters Scaled)
 MK1340
 MK1340                          SUPERSEDED SURVEY CONTROL
 MK1340
 MK1340  NGVD 29 (??/??/92)  427.963  (m)         1404.08   (f) ADJ UNCH    2 0
 MK1340
 MK1340.Superseded values are not recommended for survey control.
 MK1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1340.See file dsdata.txt to determine how the superseded data were derived.
 MK1340
 MK1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL541810(NAD 83)
 MK1340_MARKER: DB = BENCH MARK DISK
 MK1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1340_STAMPING: K 331 1950
 MK1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1340+STABILITY: SURFACE MOTION
 MK1340
 MK1340  HISTORY     - Date     Condition        Report By
 MK1340  HISTORY     - 1950     MONUMENTED       CGS
 MK1340  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK1340
 MK1340                          STATION DESCRIPTION
 MK1340
 MK1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1340'5.8 MI NE FROM BELLWOOD.
 MK1340'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO, BURLINGTON
 MK1340'AND QUINCY RAILROAD STATION AT BELLWOOD, THENCE 0.7 MILE NORTH
 MK1340'ALONG A GRAVELED ROAD, THENCE 4.0 MILES EAST ALONG A GRAVELED
 MK1340'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, 40 FEET NORTH
 MK1340'OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST, 64 FEET NORTH
 MK1340'OF THE CENTER LINE OF AN ENTRANCE TO A FIELD, 34 FEET EAST OF
 MK1340'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 19 FEET NORTH OF A
 MK1340'FENCE CORNER, 1.3 FEET WEST OF A FENCE, 2.3 FEET SOUTH OF A
 MK1340'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1340'0.2 FOOT ABOVE THE GROUND.
 MK1340
 MK1340                          STATION RECOVERY (1966)
 MK1340
 MK1340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0190 ***********************************************************************
 ML0190  DESIGNATION -  K 332
 ML0190  PID         -  ML0190
 ML0190  STATE/COUNTY-  NE/HOWARD
 ML0190  USGS QUAD   -  PALMER (1961)
 ML0190
 ML0190                         *CURRENT SURVEY CONTROL
 ML0190  ___________________________________________________________________
 ML0190* NAD 83(1986)-  41 14 57.     (N)    098 17 52.     (W)     SCALED    
 ML0190* NAVD 88     -       535.560  (meters)    1757.08   (feet)  ADJUSTED  
 ML0190  ___________________________________________________________________
 ML0190  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 ML0190  DYNAMIC HT  -         535.296 (meters)    1756.22  (feet)  COMP
 ML0190  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 ML0190
 ML0190  VERT ORDER  -  SECOND    CLASS 0
 ML0190
 ML0190.The horizontal coordinates were scaled from a topographic map and have
 ML0190.an estimated accuracy of +/- 6 seconds.
 ML0190
 ML0190.The orthometric height was determined by differential leveling
 ML0190.and adjusted by the National Geodetic Survey in June 1991..
 ML0190
 ML0190.The geoid height was determined by GEOID03.
 ML0190
 ML0190.The dynamic height is computed by dividing the NAVD 88
 ML0190.geopotential number by the normal gravity value computed on the
 ML0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0190.degrees latitude (g = 980.6199 gals.).
 ML0190
 ML0190.The modeled gravity was interpolated from observed gravity values.
 ML0190
 ML0190;                    North         East    Units  Estimated Accuracy
 ML0190;SPC NE       -   158,600.      642,620.      MT  (+/- 180 meters Scaled)
 ML0190
 ML0190                          SUPERSEDED SURVEY CONTROL
 ML0190
 ML0190  NGVD 29 (??/??/92)  535.326  (m)         1756.32   (f) ADJ UNCH    2 0
 ML0190
 ML0190.Superseded values are not recommended for survey control.
 ML0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0190.See file dsdata.txt to determine how the superseded data were derived.
 ML0190
 ML0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL588666(NAD 83)
 ML0190_MARKER: DB = BENCH MARK DISK
 ML0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0190_STAMPING: K 332 1950
 ML0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0190+STABILITY: SURFACE MOTION
 ML0190
 ML0190  HISTORY     - Date     Condition        Report By
 ML0190  HISTORY     - 1950     MONUMENTED       CGS
 ML0190  HISTORY     - 1961     GOOD             USGS
 ML0190
 ML0190                          STATION DESCRIPTION
 ML0190
 ML0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0190'4.7 MI SE FROM CUSHING.
 ML0190'4.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0190'RAILROAD FROM THE STATION AT CUSHING, AT A ROAD CROSSING, 70 FEET
 ML0190'NORTHEAST OF THE NORTHEAST RAIL, 24.7 FEET NORTH OF THE CENTER
 ML0190'LINE OF AN EAST AND WEST DIRT ROAD, 5 FEET EAST OF THE EAST END
 ML0190'OF A GATE, 1.7 FEET NORTH OF A FENCE, 1 FOOT WEST OF A WITNESS
 ML0190'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 ML0190'ABOVE THE GROUND.
 ML0190
 ML0190                          STATION RECOVERY (1961)
 ML0190
 ML0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 ML0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1551 ***********************************************************************
 MK1551  DESIGNATION -  K 333
 MK1551  PID         -  MK1551
 MK1551  STATE/COUNTY-  NE/HAMILTON
 MK1551  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1551
 MK1551                         *CURRENT SURVEY CONTROL
 MK1551  ___________________________________________________________________
 MK1551* NAD 83(1986)-  41 04 32.     (N)    097 54 17.     (W)     SCALED    
 MK1551* NAVD 88     -       541.702  (meters)    1777.23   (feet)  ADJUSTED  
 MK1551  ___________________________________________________________________
 MK1551  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 MK1551  DYNAMIC HT  -         541.427 (meters)    1776.33  (feet)  COMP
 MK1551  MODELED GRAV-     980,100.9   (mgal)                       NAVD 88
 MK1551
 MK1551  VERT ORDER  -  SECOND    CLASS 0
 MK1551
 MK1551.The horizontal coordinates were scaled from a topographic map and have
 MK1551.an estimated accuracy of +/- 6 seconds.
 MK1551
 MK1551.The orthometric height was determined by differential leveling
 MK1551.and adjusted by the National Geodetic Survey in June 1991..
 MK1551
 MK1551.The geoid height was determined by GEOID03.
 MK1551
 MK1551.The dynamic height is computed by dividing the NAVD 88
 MK1551.geopotential number by the normal gravity value computed on the
 MK1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1551.degrees latitude (g = 980.6199 gals.).
 MK1551
 MK1551.The modeled gravity was interpolated from observed gravity values.
 MK1551
 MK1551;                    North         East    Units  Estimated Accuracy
 MK1551;SPC NE       -   140,050.      676,010.      MT  (+/- 180 meters Scaled)
 MK1551
 MK1551                          SUPERSEDED SURVEY CONTROL
 MK1551
 MK1551  NGVD 29 (??/??/92)  541.480  (m)         1776.51   (f) ADJ UNCH    2 0
 MK1551
 MK1551.Superseded values are not recommended for survey control.
 MK1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1551.See file dsdata.txt to determine how the superseded data were derived.
 MK1551
 MK1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL920477(NAD 83)
 MK1551_MARKER: DB = BENCH MARK DISK
 MK1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1551_STAMPING: K 333 1950
 MK1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1551+STABILITY: SURFACE MOTION
 MK1551
 MK1551  HISTORY     - Date     Condition        Report By
 MK1551  HISTORY     - 1950     MONUMENTED       CGS
 MK1551
 MK1551                          STATION DESCRIPTION
 MK1551
 MK1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1551'1 MI SW FROM HOARDVILLE.
 MK1551'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1551'RAILROAD STATION AT HOARDVILLE, THENCE 0.85 MILE WEST ALONG
 MK1551'STATE HIGHWAY 66, AT A ROAD INTERSECTION, 37 FEET EAST OF THE
 MK1551'CENTER LINE OF A TRACK FARM ROAD LEADING NORTH, 28 FEET NORTH
 MK1551'OF THE CENTER LINE OF THE HIGHWAY, 14 FEET EAST OF A TELEPHONE
 MK1551'POLE, 1.6 FEET NORTH OF A FENCE, 1.8 FEET WEST OF A WITNESS
 MK1551'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 MK1551'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1552 ***********************************************************************
 MK1552  DESIGNATION -  K 333 RESET
 MK1552  PID         -  MK1552
 MK1552  STATE/COUNTY-  NE/HAMILTON
 MK1552  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1552
 MK1552                         *CURRENT SURVEY CONTROL
 MK1552  ___________________________________________________________________
 MK1552* NAD 83(1986)-  41 04 31.     (N)    097 54 19.     (W)     SCALED    
 MK1552* NAVD 88     -       541.54   (meters)    1776.7    (feet)  RESET     
 MK1552  ___________________________________________________________________
 MK1552  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 MK1552
 MK1552  VERT ORDER  -  THIRD
 MK1552
 MK1552.The horizontal coordinates were scaled from a topographic map and have
 MK1552.an estimated accuracy of +/- 6 seconds.
 MK1552
 MK1552.The orthometric height was computed from unverified reset data.
 MK1552
 MK1552.The geoid height was determined by GEOID03.
 MK1552
 MK1552;                    North         East    Units  Estimated Accuracy
 MK1552;SPC NE       -   140,020.      675,970.      MT  (+/- 180 meters Scaled)
 MK1552
 MK1552                          SUPERSEDED SURVEY CONTROL
 MK1552
 MK1552  NGVD 29 (??/??/??)  541.32   (m)         1776.0    (f) RESET       3  
 MK1552
 MK1552.Superseded values are not recommended for survey control.
 MK1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1552.See file dsdata.txt to determine how the superseded data were derived.
 MK1552
 MK1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL919476(NAD 83)
 MK1552_MARKER: DB = BENCH MARK DISK
 MK1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1552_STAMPING: K 333 RESET 1957
 MK1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1552+STABILITY: SURFACE MOTION
 MK1552
 MK1552  HISTORY     - Date     Condition        Report By
 MK1552  HISTORY     - 1957     MONUMENTED       NEDR
 MK1552
 MK1552                          STATION DESCRIPTION
 MK1552
 MK1552'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1552'1 MI SW FROM HOARDVILLE.
 MK1552'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1552'RAILROAD STATION AT HOARDVILLE, THENCE 0.85 MILE WEST ALONG
 MK1552'STATE HIGHWAY 66, AT A ROAD INTERSECTION, 37 FEET EAST OF THE
 MK1552'CENTERLINE OF A TRACK FARM ROAD LEADING NORTH, 28 FEET NORTH OF
 MK1552'THE CENTERLINE OF THE HIGHWAY, 14 FEET EAST OF A TELEPHONE POLE,
 MK1552'1.6 FEET NORTH OF A FENCE, AND 1.8 FEET WEST OF A WITNESS POST.
 MK1552'30.3 FEET NORTH OF THE ORIGINAL MARK AS DESCRIBED ABOVE.  A
 MK1552'STANDARD DISK, STAMPED K 333 RESET 1957 AND SET IN A CONCRETE
 MK1552'MONUMENT, 1.0 FOOT SQUARE AND PROJECTING 0.25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1522 ***********************************************************************
 LH1522  DESIGNATION -  K 334 RESET
 LH1522  PID         -  LH1522
 LH1522  STATE/COUNTY-  NE/MERRICK
 LH1522  USGS QUAD   -  PHILLIPS (1962)
 LH1522
 LH1522                         *CURRENT SURVEY CONTROL
 LH1522  ___________________________________________________________________
 LH1522* NAD 83(1986)-  40 59 09.     (N)    098 08 42.     (W)     SCALED    
 LH1522* NAVD 88     -       542.07   (meters)    1778.4    (feet)  RESET     
 LH1522  ___________________________________________________________________
 LH1522  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 LH1522
 LH1522  VERT ORDER  -  THIRD
 LH1522
 LH1522.The horizontal coordinates were scaled from a topographic map and have
 LH1522.an estimated accuracy of +/- 6 seconds.
 LH1522
 LH1522.The orthometric height was computed from unverified reset data.
 LH1522.No vertical observational check was made to the station.
 LH1522
 LH1522.The geoid height was determined by GEOID03.
 LH1522
 LH1522;                    North         East    Units  Estimated Accuracy
 LH1522;SPC NE       -   129,630.      656,050.      MT  (+/- 180 meters Scaled)
 LH1522
 LH1522                          SUPERSEDED SURVEY CONTROL
 LH1522
 LH1522  NGVD 29 (08/02/06)  541.83   (m)         1777.7    (f) RESET       3  
 LH1522
 LH1522.Superseded values are not recommended for survey control.
 LH1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1522.See file dsdata.txt to determine how the superseded data were derived.
 LH1522
 LH1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL719375(NAD 83)
 LH1522_MARKER: DV = VERTICAL CONTROL DISK
 LH1522_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LH1522_SP_SET: BRIDGE WINGWALL
 LH1522_STAMPING: K 334 RESET 1984
 LH1522_MARK LOGO: NGS   
 LH1522_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1522
 LH1522  HISTORY     - Date     Condition        Report By
 LH1522  HISTORY     - 1984     MONUMENTED       NEDR
 LH1522
 LH1522                          STATION DESCRIPTION
 LH1522
 LH1522'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1984
 LH1522'0.24 KM (0.15 MI) EAST AND SOUTHEAST ALONG MAIN STREET, FROM THE POST
 LH1522'OFFICE IN CHAPMAN, THENCE 0.64 KM (0.40 MI) LEFT AND NORTHEAST ALONG
 LH1522'US HIGHWAY 30 TO A CROSSROAD, THENCE 4.83 KM (3.00 MI) SHARP RIGHT
 LH1522'AND SOUTH AND EAST ALONG A GRAVELED ROAD TO THE MARK ON THE RIGHT, ON
 LH1522'THE SOUTH WINGWALL OF THE WEST ABUTMENT OF A BRIDGE OVER THE PLATTE
 LH1522'RIVER, 4.3 M (14.1 FT) SOUTH FROM THE CENTERLINE OF THE BRIDGE, 0.3 M
 LH1522'(1.0 FT) WEST FROM THE WEST END OF THE SOUTH CONCRETE GUARDRAIL OF
 LH1522'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1320 ***********************************************************************
 MK1320  DESIGNATION -  K 335
 MK1320  PID         -  MK1320
 MK1320  STATE/COUNTY-  NE/POLK
 MK1320  USGS QUAD   -  COLUMBUS SW (1976)
 MK1320
 MK1320                         *CURRENT SURVEY CONTROL
 MK1320  ___________________________________________________________________
 MK1320* NAD 83(1986)-  41 18 29.     (N)    097 24 25.     (W)     SCALED    
 MK1320* NAVD 88     -       455.869  (meters)    1495.63   (feet)  ADJUSTED  
 MK1320  ___________________________________________________________________
 MK1320  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 MK1320  DYNAMIC HT  -         455.665 (meters)    1494.96  (feet)  COMP
 MK1320  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 MK1320
 MK1320  VERT ORDER  -  SECOND    CLASS 0
 MK1320
 MK1320.The horizontal coordinates were scaled from a topographic map and have
 MK1320.an estimated accuracy of +/- 6 seconds.
 MK1320
 MK1320.The orthometric height was determined by differential leveling
 MK1320.and adjusted by the National Geodetic Survey in June 1991..
 MK1320
 MK1320.The geoid height was determined by GEOID03.
 MK1320
 MK1320.The dynamic height is computed by dividing the NAVD 88
 MK1320.geopotential number by the normal gravity value computed on the
 MK1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1320.degrees latitude (g = 980.6199 gals.).
 MK1320
 MK1320.The modeled gravity was interpolated from observed gravity values.
 MK1320
 MK1320;                    North         East    Units  Estimated Accuracy
 MK1320;SPC NE       -   166,990.      717,040.      MT  (+/- 180 meters Scaled)
 MK1320
 MK1320                          SUPERSEDED SURVEY CONTROL
 MK1320
 MK1320  NGVD 29 (??/??/92)  455.687  (m)         1495.03   (f) ADJ UNCH    2 0
 MK1320
 MK1320.Superseded values are not recommended for survey control.
 MK1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1320.See file dsdata.txt to determine how the superseded data were derived.
 MK1320
 MK1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL333741(NAD 83)
 MK1320_MARKER: DB = BENCH MARK DISK
 MK1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1320_STAMPING: K 335 1950
 MK1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1320+STABILITY: SURFACE MOTION
 MK1320
 MK1320  HISTORY     - Date     Condition        Report By
 MK1320  HISTORY     - 1950     MONUMENTED       CGS
 MK1320
 MK1320                          STATION DESCRIPTION
 MK1320
 MK1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1320'11.1 MI SW FROM BELLWOOD.
 MK1320'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1320'BELLWOOD, THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, THENCE
 MK1320'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.9 MILES WEST
 MK1320'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG U.S. HIGHWAY
 MK1320'81, THENCE 2.0 MILES WEST ALONG A DIRT ROAD, AT A SCHOOL, 108
 MK1320'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 119 FEET
 MK1320'NORTH OF A SCHOOLHOUSE, 6 FEET SOUTH OF A LIGHT POLE, 6 FEET
 MK1320'NORTHEAST OF A FLAGPOLE, SET IN THE TOP OF A CONCRETE POST
 MK1320'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0 MILE
 MK1320'EAST OF BENCH MARK A 335.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1825 ***********************************************************************
 MK1825  DESIGNATION -  K 335 RESET
 MK1825  PID         -  MK1825
 MK1825  STATE/COUNTY-  NE/POLK
 MK1825  USGS QUAD   -  COLUMBUS SW (1976)
 MK1825
 MK1825                         *CURRENT SURVEY CONTROL
 MK1825  ___________________________________________________________________
 MK1825* NAD 83(1986)-  41 18 29.     (N)    097 24 25.     (W)     SCALED    
 MK1825* NAVD 88     -       455.71   (meters)    1495.1    (feet)  RESET     
 MK1825  ___________________________________________________________________
 MK1825  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 MK1825
 MK1825  VERT ORDER  -  THIRD
 MK1825
 MK1825.The horizontal coordinates were scaled from a topographic map and have
 MK1825.an estimated accuracy of +/- 6 seconds.
 MK1825
 MK1825.The orthometric height was computed from unverified reset data.
 MK1825.No vertical observational check was made to the station.
 MK1825
 MK1825.The geoid height was determined by GEOID03.
 MK1825
 MK1825;                    North         East    Units  Estimated Accuracy
 MK1825;SPC NE       -   166,990.      717,040.      MT  (+/- 180 meters Scaled)
 MK1825
 MK1825                          SUPERSEDED SURVEY CONTROL
 MK1825
 MK1825  NGVD 29 (08/02/06)  455.52   (m)         1494.5    (f) RESET       3  
 MK1825
 MK1825.Superseded values are not recommended for survey control.
 MK1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1825.See file dsdata.txt to determine how the superseded data were derived.
 MK1825
 MK1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL333741(NAD 83)
 MK1825_MARKER: DD = SURVEY DISK
 MK1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1825_STAMPING: K 335 1950 RESET 1978
 MK1825_PROJECTION: FLUSH
 MK1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1825+STABILITY: SURFACE MOTION
 MK1825
 MK1825  HISTORY     - Date     Condition        Report By
 MK1825  HISTORY     - 1978     MONUMENTED       NEDR
 MK1825
 MK1825                          STATION DESCRIPTION
 MK1825
 MK1825'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1978
 MK1825'11.1 MI SW FROM BELLWOOD.
 MK1825'0.35 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE IN
 MK1825'BELLWOOD THENCE 3.85 MILES WEST ALONG STATE HIGHWAY 64, THENCE 1.0
 MK1825'MILL SOUTH ALONG A GRAVELED ROAD, THENCE 2.9 MILES WEST ALONG A
 MK1825'GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG U.S. HIGHWAY 81,THENCE 2.0
 MK1825'MILLS WEST ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0125 ***********************************************************************
 LH0125  DESIGNATION -  K 336
 LH0125  PID         -  LH0125
 LH0125  STATE/COUNTY-  NE/HAMILTON
 LH0125  USGS QUAD   -  GILTNER (1967)
 LH0125
 LH0125                         *CURRENT SURVEY CONTROL
 LH0125  ___________________________________________________________________
 LH0125* NAD 83(1986)-  40 47 59.     (N)    098 10 05.     (W)     SCALED    
 LH0125* NAVD 88     -       565.205  (meters)    1854.34   (feet)  ADJUSTED  
 LH0125  ___________________________________________________________________
 LH0125  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 LH0125  DYNAMIC HT  -         564.905 (meters)    1853.36  (feet)  COMP
 LH0125  MODELED GRAV-     980,074.7   (mgal)                       NAVD 88
 LH0125
 LH0125  VERT ORDER  -  SECOND    CLASS 0
 LH0125
 LH0125.The horizontal coordinates were scaled from a topographic map and have
 LH0125.an estimated accuracy of +/- 6 seconds.
 LH0125
 LH0125.The orthometric height was determined by differential leveling
 LH0125.and adjusted by the National Geodetic Survey in June 1991..
 LH0125
 LH0125.The geoid height was determined by GEOID03.
 LH0125
 LH0125.The dynamic height is computed by dividing the NAVD 88
 LH0125.geopotential number by the normal gravity value computed on the
 LH0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0125.degrees latitude (g = 980.6199 gals.).
 LH0125
 LH0125.The modeled gravity was interpolated from observed gravity values.
 LH0125
 LH0125;                    North         East    Units  Estimated Accuracy
 LH0125;SPC NE       -   108,930.      654,540.      MT  (+/- 180 meters Scaled)
 LH0125
 LH0125                          SUPERSEDED SURVEY CONTROL
 LH0125
 LH0125  NGVD 29 (??/??/92)  564.970  (m)         1853.57   (f) ADJ UNCH    2 0
 LH0125
 LH0125.Superseded values are not recommended for survey control.
 LH0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0125.See file dsdata.txt to determine how the superseded data were derived.
 LH0125
 LH0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL701168(NAD 83)
 LH0125_MARKER: DB = BENCH MARK DISK
 LH0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0125_STAMPING: K 336 1950
 LH0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0125+STABILITY: SURFACE MOTION
 LH0125
 LH0125  HISTORY     - Date     Condition        Report By
 LH0125  HISTORY     - 1950     MONUMENTED       CGS
 LH0125
 LH0125                          STATION DESCRIPTION
 LH0125
 LH0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0125'8.5 MI SE FROM PHILLIPS.
 LH0125'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0125'FROM THE STATION AT PHILLIPS, THENCE 6.1 MILES SOUTH ALONG A
 LH0125'DIRT ROAD, AT A ROAD INTERSECTION, 38 FEET NORTH OF THE CENTER
 LH0125'LINE OF AN EAST AND WEST GRAVELED ROAD, 34 FEET EAST OF THE
 LH0125'CENTER LINE OF A NORTH AND SOUTH ROAD, 15 FEET EAST OF A FENCE
 LH0125'CORNER, 7 FEET NORTHWEST OF A POWER POLE, 1.5 FEET SOUTH OF A
 LH0125'FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LH0125'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1290 ***********************************************************************
 MK1290  DESIGNATION -  K 337
 MK1290  PID         -  MK1290
 MK1290  STATE/COUNTY-  NE/PLATTE
 MK1290  USGS QUAD   -  COLUMBUS (1976)
 MK1290
 MK1290                         *CURRENT SURVEY CONTROL
 MK1290  ___________________________________________________________________
 MK1290* NAD 83(1986)-  41 24 10.     (N)    097 16 56.     (W)     SCALED    
 MK1290* NAVD 88     -       433.682  (meters)    1422.84   (feet)  ADJUSTED  
 MK1290  ___________________________________________________________________
 MK1290  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 MK1290  DYNAMIC HT  -         433.492 (meters)    1422.21  (feet)  COMP
 MK1290  MODELED GRAV-     980,173.4   (mgal)                       NAVD 88
 MK1290
 MK1290  VERT ORDER  -  SECOND    CLASS 0
 MK1290
 MK1290.The horizontal coordinates were scaled from a topographic map and have
 MK1290.an estimated accuracy of +/- 6 seconds.
 MK1290
 MK1290.The orthometric height was determined by differential leveling
 MK1290.and adjusted by the National Geodetic Survey in June 1991..
 MK1290
 MK1290.The geoid height was determined by GEOID03.
 MK1290
 MK1290.The dynamic height is computed by dividing the NAVD 88
 MK1290.geopotential number by the normal gravity value computed on the
 MK1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1290.degrees latitude (g = 980.6199 gals.).
 MK1290
 MK1290.The modeled gravity was interpolated from observed gravity values.
 MK1290
 MK1290;                    North         East    Units  Estimated Accuracy
 MK1290;SPC NE       -   177,820.      727,150.      MT  (+/- 180 meters Scaled)
 MK1290
 MK1290                          SUPERSEDED SURVEY CONTROL
 MK1290
 MK1290  NGVD 29 (??/??/92)  433.505  (m)         1422.26   (f) ADJ UNCH    2 0
 MK1290
 MK1290.Superseded values are not recommended for survey control.
 MK1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1290.See file dsdata.txt to determine how the superseded data were derived.
 MK1290
 MK1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL435848(NAD 83)
 MK1290_MARKER: DB = BENCH MARK DISK
 MK1290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1290_SP_SET: BRIDGE
 MK1290_STAMPING: K 337 1950
 MK1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1290
 MK1290  HISTORY     - Date     Condition        Report By
 MK1290  HISTORY     - 1950     MONUMENTED       CGS
 MK1290  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MK1290
 MK1290                          STATION DESCRIPTION
 MK1290
 MK1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1290'4.4 MI SE FROM COLUMBUS.
 MK1290'4.45 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1290'RAILROAD FROM THE STATION AT COLUMBUS, 0.5 MILE EAST OF MILEPOST
 MK1290'67, AT A ROAD CROSSING, 84.7 FEET NORTH OF THE NORTH RAIL, 54
 MK1290'FEET NORTH OF A TELEPHONE POLE, 8.4 FEET SOUTH OF THE CENTER LINE
 MK1290'OF A GRAVELED ROAD, 1 FOOT HIGHER THAN THE ROAD, SET IN THE
 MK1290'TOP OF SOUTHWEST WINGWALL OF A 150 FOOT STEEL AND CONCRETE BRIDGE
 MK1290'OVER THE LOUP CANAL, 1 FOOT SOUTH OF THE SOUTHWEST CORNER OF THE
 MK1290'BRIDGE RAILING.  THIS MARK IS 1.3 MILES NORTHWEST OF BENCH
 MK1290'MARK Q 134.
 MK1290
 MK1290                          STATION RECOVERY (1984)
 MK1290
 MK1290'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK1290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0468 ***********************************************************************
 NP0468  DESIGNATION -  K 340
 NP0468  PID         -  NP0468
 NP0468  STATE/COUNTY-  NE/SIOUX
 NP0468  USGS QUAD   -  HARRISON WEST (1978)
 NP0468
 NP0468                         *CURRENT SURVEY CONTROL
 NP0468  ___________________________________________________________________
 NP0468* NAD 83(1986)-  42 40 51.     (N)    103 58 20.     (W)     SCALED    
 NP0468* NAVD 88     -      1483.713  (meters)    4867.82   (feet)  ADJUSTED  
 NP0468  ___________________________________________________________________
 NP0468  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 NP0468  DYNAMIC HT  -        1482.830 (meters)    4864.92  (feet)  COMP
 NP0468  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 NP0468
 NP0468  VERT ORDER  -  FIRST     CLASS II
 NP0468
 NP0468.The horizontal coordinates were scaled from a topographic map and have
 NP0468.an estimated accuracy of +/- 6 seconds.
 NP0468
 NP0468.The orthometric height was determined by differential leveling
 NP0468.and adjusted by the National Geodetic Survey in June 1991..
 NP0468
 NP0468.The geoid height was determined by GEOID03.
 NP0468
 NP0468.The dynamic height is computed by dividing the NAVD 88
 NP0468.geopotential number by the normal gravity value computed on the
 NP0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0468.degrees latitude (g = 980.6199 gals.).
 NP0468
 NP0468.The modeled gravity was interpolated from observed gravity values.
 NP0468
 NP0468;                    North         East    Units  Estimated Accuracy
 NP0468;SPC NE       -   323,640.      174,590.      MT  (+/- 180 meters Scaled)
 NP0468
 NP0468                          SUPERSEDED SURVEY CONTROL
 NP0468
 NP0468  NGVD 29 (??/??/92) 1483.011  (m)         4865.51   (f) ADJ UNCH    1 2
 NP0468
 NP0468.Superseded values are not recommended for survey control.
 NP0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0468.See file dsdata.txt to determine how the superseded data were derived.
 NP0468
 NP0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH842258(NAD 83)
 NP0468_MARKER: DB = BENCH MARK DISK
 NP0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0468_STAMPING: K 340 1954
 NP0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0468+STABILITY: SURFACE MOTION
 NP0468
 NP0468  HISTORY     - Date     Condition        Report By
 NP0468  HISTORY     - 1954     MONUMENTED       CGS
 NP0468
 NP0468                          STATION DESCRIPTION
 NP0468
 NP0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0468'4.7 MI W FROM HARRISON.
 NP0468'4.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0468'FROM THE STATION AT HARRISON, 3 1/2 POLES WEST OF MILEPOST 465,
 NP0468'84 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 47 FEET
 NP0468'NORTH OF THE NORTH RAIL, 3 FEET EAST OF A WITNESS POST, AT THE
 NP0468'EAST END OF A CUT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0468'0.5 FOOT ABOVE THE GROUND.  IN SECTION 11, TOWNSHIP 31 NORTH,
 NP0468'RANGE 57 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0436 ***********************************************************************
 NP0436  DESIGNATION -  K 341
 NP0436  PID         -  NP0436
 NP0436  STATE/COUNTY-  NE/SIOUX
 NP0436  USGS QUAD   -  GLEN (1980)
 NP0436
 NP0436                         *CURRENT SURVEY CONTROL
 NP0436  ___________________________________________________________________
 NP0436* NAD 83(1986)-  42 37 15.     (N)    103 32 43.     (W)     SCALED    
 NP0436* NAVD 88     -      1203.103  (meters)    3947.18   (feet)  ADJUSTED  
 NP0436  ___________________________________________________________________
 NP0436  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 NP0436  DYNAMIC HT  -        1202.419 (meters)    3944.94  (feet)  COMP
 NP0436  MODELED GRAV-     980,011.0   (mgal)                       NAVD 88
 NP0436
 NP0436  VERT ORDER  -  FIRST     CLASS II
 NP0436
 NP0436.The horizontal coordinates were scaled from a topographic map and have
 NP0436.an estimated accuracy of +/- 6 seconds.
 NP0436
 NP0436.The orthometric height was determined by differential leveling
 NP0436.and adjusted by the National Geodetic Survey in June 1991..
 NP0436
 NP0436.The geoid height was determined by GEOID03.
 NP0436
 NP0436.The dynamic height is computed by dividing the NAVD 88
 NP0436.geopotential number by the normal gravity value computed on the
 NP0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0436.degrees latitude (g = 980.6199 gals.).
 NP0436
 NP0436.The modeled gravity was interpolated from observed gravity values.
 NP0436
 NP0436;                    North         East    Units  Estimated Accuracy
 NP0436;SPC NE       -   315,470.      209,270.      MT  (+/- 180 meters Scaled)
 NP0436
 NP0436                          SUPERSEDED SURVEY CONTROL
 NP0436
 NP0436  NGVD 29 (??/??/92) 1202.470  (m)         3945.10   (f) ADJ UNCH    1 2
 NP0436
 NP0436.Superseded values are not recommended for survey control.
 NP0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0436.See file dsdata.txt to determine how the superseded data were derived.
 NP0436
 NP0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH193197(NAD 83)
 NP0436_MARKER: DB = BENCH MARK DISK
 NP0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0436_STAMPING: K 341 1954
 NP0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0436+STABILITY: SURFACE MOTION
 NP0436
 NP0436  HISTORY     - Date     Condition        Report By
 NP0436  HISTORY     - 1954     MONUMENTED       CGS
 NP0436
 NP0436                          STATION DESCRIPTION
 NP0436
 NP0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0436'8.5 MI SW FROM CRAWFORD.
 NP0436'8.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0436'FROM THE STATION AT CRAWFORD, 4 POLES WEST OF A PRIVATE ROAD
 NP0436'CROSSING, 47 FEET SOUTH OF THE SOUTH RAIL, 25 FEET SOUTHWEST OF
 NP0436'MILEPOST 441, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS
 NP0436'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 NP0436'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0142 ***********************************************************************
 NP0142  DESIGNATION -  K 342
 NP0142  PID         -  NP0142
 NP0142  STATE/COUNTY-  NE/BOX BUTTE
 NP0142  USGS QUAD   -  BEREA CREEK WEST (1948)
 NP0142
 NP0142                         *CURRENT SURVEY CONTROL
 NP0142  ___________________________________________________________________
 NP0142* NAD 83(1986)-  42 08 41.     (N)    102 55 18.     (W)     SCALED    
 NP0142* NAVD 88     -      1227.256  (meters)    4026.42   (feet)  ADJUSTED  
 NP0142  ___________________________________________________________________
 NP0142  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 NP0142  DYNAMIC HT  -        1226.540 (meters)    4024.07  (feet)  COMP
 NP0142  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 NP0142
 NP0142  VERT ORDER  -  FIRST     CLASS II
 NP0142
 NP0142.The horizontal coordinates were scaled from a topographic map and have
 NP0142.an estimated accuracy of +/- 6 seconds.
 NP0142
 NP0142.The orthometric height was determined by differential leveling
 NP0142.and adjusted by the National Geodetic Survey in June 1991..
 NP0142.WARNING-Repeat measurements at this control monument indicate possible
 NP0142.vertical movement.
 NP0142
 NP0142.The geoid height was determined by GEOID03.
 NP0142
 NP0142.The dynamic height is computed by dividing the NAVD 88
 NP0142.geopotential number by the normal gravity value computed on the
 NP0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0142.degrees latitude (g = 980.6199 gals.).
 NP0142
 NP0142.The modeled gravity was interpolated from observed gravity values.
 NP0142
 NP0142;                    North         East    Units  Estimated Accuracy
 NP0142;SPC NE       -   260,710.      258,600.      MT  (+/- 180 meters Scaled)
 NP0142
 NP0142                          SUPERSEDED SURVEY CONTROL
 NP0142
 NP0142  NGVD 29 (??/??/92) 1226.676  (m)         4024.52   (f) ADJ UNCH    1 2
 NP0142
 NP0142.Superseded values are not recommended for survey control.
 NP0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0142.See file dsdata.txt to determine how the superseded data were derived.
 NP0142
 NP0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG717679(NAD 83)
 NP0142_MARKER: DB = BENCH MARK DISK
 NP0142_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0142_SP_SET: COPPER-CLAD STEEL ROD
 NP0142_STAMPING: K 342 1956
 NP0142_MARK LOGO: CGS   
 NP0142_PROJECTION: PROJECTING 4 CENTIMETERS
 NP0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0142_ROD/PIPE-DEPTH: 5.2  meters
 NP0142
 NP0142  HISTORY     - Date     Condition        Report By
 NP0142  HISTORY     - 1956     MONUMENTED       CGS
 NP0142  HISTORY     - 1985     GOOD             NGS
 NP0142
 NP0142                          STATION DESCRIPTION
 NP0142
 NP0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0142'4.6 MI NW FROM ALLIANCE.
 NP0142'4.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0142'RAILROAD FROM THE STATION AT ALLIANCE, 4 POLES NORTHWEST OF
 NP0142'MILEPOST 370, 46 FEET NORTHEAST OF THE CENTER LINE OF STATE
 NP0142'HIGHWAY 2, 52 FEET SOUTHWEST OF A SWITCH STAND, 40 FEET SOUTHWEST
 NP0142'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 2.5 FEET NORTHWEST OF A
 NP0142'WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED
 NP0142'STEEL ROD WHICH IS DRIVEN 17 FEET IN THE GROUND, INCASED IN A
 NP0142'6 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN
 NP0142'THE NORTHEAST 1/4 OF SECTION 16, TOWNSHIP 25 NORTH, RANGE 48
 NP0142'WEST.
 NP0142
 NP0142                          STATION RECOVERY (1985)
 NP0142
 NP0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0142'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.4 KM (4.6
 NP0142'MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS STATION
 NP0142'AT ALLIANCE, 0.32 KM (0.2 MI) SOUTHEAST OF A ROAD CROSSING, 12.19
 NP0142'METERS (40 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND 20.58 METERS
 NP0142'(67.5 FT) NORTHWEST OF THE CENTER STATE HIGHWAY 2.
 NP0142'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NP0142'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0286 ***********************************************************************
 NP0286  DESIGNATION -  K 343
 NP0286  PID         -  NP0286
 NP0286  STATE/COUNTY-  NE/DAWES
 NP0286  USGS QUAD   -  BELMONT (1980)
 NP0286
 NP0286                         *CURRENT SURVEY CONTROL
 NP0286  ___________________________________________________________________
 NP0286* NAD 83(1986)-  42 31 16.     (N)    103 19 42.     (W)     SCALED    
 NP0286* NAVD 88     -      1331.905  (meters)    4369.76   (feet)  POSTED    
 NP0286  ___________________________________________________________________
 NP0286  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 NP0286  DYNAMIC HT  -        1331.110 (meters)    4367.15  (feet)  COMP
 NP0286  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 NP0286
 NP0286  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 NP0286
 NP0286.The horizontal coordinates were scaled from a topographic map and have
 NP0286.an estimated accuracy of +/- 6 seconds.
 NP0286
 NP0286.The orthometric height was determined by differential leveling
 NP0286.and adjusted by the National Geodetic Survey in 1992..
 NP0286.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 NP0286.rate of 4.1 thru 8.0 mm/km.
 NP0286
 NP0286.The geoid height was determined by GEOID03.
 NP0286
 NP0286.The dynamic height is computed by dividing the NAVD 88
 NP0286.geopotential number by the normal gravity value computed on the
 NP0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0286.degrees latitude (g = 980.6199 gals.).
 NP0286
 NP0286.The modeled gravity was interpolated from observed gravity values.
 NP0286
 NP0286;                    North         East    Units  Estimated Accuracy
 NP0286;SPC NE       -   303,690.      226,620.      MT  (+/- 180 meters Scaled)
 NP0286
 NP0286                          SUPERSEDED SURVEY CONTROL
 NP0286
 NP0286  NGVD 29 (??/??/92) 1331.230  (m)         4367.54   (f) ADJ UNCH    1 2
 NP0286
 NP0286.Superseded values are not recommended for survey control.
 NP0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0286.See file dsdata.txt to determine how the superseded data were derived.
 NP0286
 NP0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH373089(NAD 83)
 NP0286_MARKER: DB = BENCH MARK DISK
 NP0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0286_SP_SET: CULVERT
 NP0286_STAMPING: K 343 1956
 NP0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0286
 NP0286  HISTORY     - Date     Condition        Report By
 NP0286  HISTORY     - 1956     MONUMENTED       CGS
 NP0286  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0286
 NP0286                          STATION DESCRIPTION
 NP0286
 NP0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0286'6.5 MI NW FROM MARSLAND.
 NP0286'6.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0286'RAILROAD FROM THE STATION SIGN AT MARSLAND, 4 POLES WEST OF
 NP0286'MILEPOST 407, 6.2 FEET SOUTH OF THE SOUTH RAIL, 1.5 FEET BELOW
 NP0286'THE TOP OF THE RAILS, SET IN THE TOP OF THE EAST END OF THE
 NP0286'SOUTH HEADWALL OF A CONCRETE CULVERT, IN THE SOUTHWEST 1/4 OF
 NP0286'SECTION 32, TOWNSHIP 30 NORTH, RANGE 51 WEST.
 NP0286
 NP0286                          STATION RECOVERY (1985)
 NP0286
 NP0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0286'NOT RECOVERED.  AREA DESCRIBED IS BURIED UNDER RAILROAD GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0142 ***********************************************************************
 MN0142  DESIGNATION -  K 344
 MN0142  PID         -  MN0142
 MN0142  STATE/COUNTY-  NE/MORRILL
 MN0142  USGS QUAD   -  BRIDGEPORT NW (1965)
 MN0142
 MN0142                         *CURRENT SURVEY CONTROL
 MN0142  ___________________________________________________________________
 MN0142* NAD 83(1986)-  41 42 13.     (N)    103 08 17.     (W)     SCALED    
 MN0142* NAVD 88     -      1124.383  (meters)    3688.91   (feet)  ADJUSTED  
 MN0142  ___________________________________________________________________
 MN0142  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 MN0142  DYNAMIC HT  -        1123.679 (meters)    3686.60  (feet)  COMP
 MN0142  MODELED GRAV-     979,958.4   (mgal)                       NAVD 88
 MN0142
 MN0142  VERT ORDER  -  FIRST     CLASS II
 MN0142
 MN0142.The horizontal coordinates were scaled from a topographic map and have
 MN0142.an estimated accuracy of +/- 6 seconds.
 MN0142
 MN0142.The orthometric height was determined by differential leveling
 MN0142.and adjusted by the National Geodetic Survey in June 1991..
 MN0142
 MN0142.The geoid height was determined by GEOID03.
 MN0142
 MN0142.The dynamic height is computed by dividing the NAVD 88
 MN0142.geopotential number by the normal gravity value computed on the
 MN0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0142.degrees latitude (g = 980.6199 gals.).
 MN0142
 MN0142.The modeled gravity was interpolated from observed gravity values.
 MN0142
 MN0142;                    North         East    Units  Estimated Accuracy
 MN0142;SPC NE       -   212,390.      238,950.      MT  (+/- 180 meters Scaled)
 MN0142
 MN0142                          SUPERSEDED SURVEY CONTROL
 MN0142
 MN0142  NGVD 29 (??/??/92) 1123.820  (m)         3687.07   (f) ADJ UNCH    1 2
 MN0142
 MN0142.Superseded values are not recommended for survey control.
 MN0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0142.See file dsdata.txt to determine how the superseded data were derived.
 MN0142
 MN0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG549185(NAD 83)
 MN0142_MARKER: DB = BENCH MARK DISK
 MN0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0142_STAMPING: K 344 1956
 MN0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0142+STABILITY: SURFACE MOTION
 MN0142
 MN0142  HISTORY     - Date     Condition        Report By
 MN0142  HISTORY     - 1956     MONUMENTED       CGS
 MN0142
 MN0142                          STATION DESCRIPTION
 MN0142
 MN0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0142'3.8 MI NW FROM BRIDGEPORT.
 MN0142'2.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0142'FROM THE STATION AT BRIDGEPORT, THENCE 1.4 MILES NORTHWEST ALONG
 MN0142'A CRUSHED ROCK ROAD, AT THE ENTRANCE TO THE BEYERS AIRPORT,
 MN0142'54 FEET SOUTHWEST OF THE CENTER LINE OF THE CRUSHED ROCK ROAD,
 MN0142'36 FEET EAST OF THE CENTER LINE OF A ROAD LEADING TO THE
 MN0142'AIRPORT, 23.6 FEET SOUTH OF A FENCE CORNER, 1.7 FEET WEST OF A
 MN0142'FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MN0142'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE SOUTHWEST
 MN0142'1/4 OF SECTION 18, TOWNSHIP 20 NORTH, RANGE 50 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0377 ***********************************************************************
 NP0377  CBN         -  This is a Cooperative Base Network Control Station.
 NP0377  DESIGNATION -  K 345
 NP0377  PID         -  NP0377
 NP0377  STATE/COUNTY-  NE/BOX BUTTE
 NP0377  USGS QUAD   -  MARSLAND SW (1983)
 NP0377
 NP0377                         *CURRENT SURVEY CONTROL
 NP0377  ___________________________________________________________________
 NP0377* NAD 83(1995)-  42 17 39.16464(N)    103 25 34.35323(W)     ADJUSTED  
 NP0377* NAVD 88     -      1394.933  (meters)    4576.54   (feet)  POSTED    
 NP0377  ___________________________________________________________________
 NP0377  X           -  -1,097,363.906 (meters)                     COMP
 NP0377  Y           -  -4,596,922.916 (meters)                     COMP
 NP0377  Z           -   4,270,760.090 (meters)                     COMP
 NP0377  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 NP0377  ELLIP HEIGHT-        1376.87  (meters)          (09/24/01) GPS OBS
 NP0377  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 NP0377  DYNAMIC HT  -        1394.070 (meters)    4573.71  (feet)  COMP
 NP0377  MODELED GRAV-     979,954.3   (mgal)                       NAVD 88
 NP0377
 NP0377  HORZ ORDER  -  B
 NP0377  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0377  ELLP ORDER  -  FOURTH    CLASS I
 NP0377
 NP0377.The horizontal coordinates were established by GPS observations
 NP0377.and adjusted by the National Geodetic Survey in June 1996..
 NP0377
 NP0377.The orthometric height was determined by differential leveling
 NP0377.and adjusted by the National Geodetic Survey in 1992..
 NP0377.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0377.rate of 1.1 thru 2.0 mm/km.
 NP0377
 NP0377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0377
 NP0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0377
 NP0377.The ellipsoidal height was determined by GPS observations
 NP0377.and is referenced to NAD 83.
 NP0377
 NP0377.The geoid height was determined by GEOID03.
 NP0377
 NP0377.The dynamic height is computed by dividing the NAVD 88
 NP0377.geopotential number by the normal gravity value computed on the
 NP0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0377.degrees latitude (g = 980.6199 gals.).
 NP0377
 NP0377.The modeled gravity was interpolated from observed gravity values.
 NP0377
 NP0377;                    North         East     Units Scale Factor Converg.
 NP0377;SPC NE       -   278,825.330   217,590.953   MT  0.99975326   -2 16 13.9
 NP0377;UTM  13      - 4,683,642.329   629,737.065   MT  0.99980710   +1 03 33.2
 NP0377
 NP0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0377!SPC NE       -   0.99978410  x   0.99975326  =   0.99953742
 NP0377!UTM  13      -   0.99978410  x   0.99980710  =   0.99959124
 NP0377
 NP0377                          SUPERSEDED SURVEY CONTROL
 NP0377
 NP0377  ELLIP H (06/25/96) 1376.91   (m)                       GP(       ) 1 1
 NP0377  NAVD 88 (06/25/96) 1394.93   (m)         4576.5    (f) LEVELING    3  
 NP0377  NGVD 29 (??/??/92) 1394.233  (m)         4574.25   (f) ADJ UNCH    2 0
 NP0377
 NP0377.Superseded values are not recommended for survey control.
 NP0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0377.See file dsdata.txt to determine how the superseded data were derived.
 NP0377
 NP0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2973783642(NAD 83)
 NP0377_MARKER: DB = BENCH MARK DISK
 NP0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0377_STAMPING: K 345 1956
 NP0377_MARK LOGO: CGS   
 NP0377_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0377+STABILITY: SURFACE MOTION
 NP0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0377+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1995
 NP0377
 NP0377  HISTORY     - Date     Condition        Report By
 NP0377  HISTORY     - 1956     MONUMENTED       CGS
 NP0377  HISTORY     - 19950502 GOOD             NGS
 NP0377
 NP0377                          STATION DESCRIPTION
 NP0377
 NP0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0377'20 MI W FROM HEMINGFORD.
 NP0377'12.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST
 NP0377'OFFICE AT HEMINGFORD, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY
 NP0377'87, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 NP0377'2.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH
 NP0377'ALONG A GRADED DIRT ROAD, 0.1 MILE EAST OF A FARMHOUSE, 73
 NP0377'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 21 FEET
 NP0377'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 43 FEET WEST
 NP0377'OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, 2 FEET WEST OF A
 NP0377'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0377'0.5 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION
 NP0377'30, TOWNSHIP 27 NORTH, RANGE 52 WEST.
 NP0377
 NP0377                          STATION RECOVERY (1995)
 NP0377
 NP0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0377'THE MARK IS LOCATED ABOUT 18.0 MI (29.0 KM) WEST OF HEMINGFORD, 11.5
 NP0377'MI (18.5 KM) SOUTH OF MARSLAND, 2.0 MI (3.2 KM) SOUTH OF STATE HIGHWAY
 NP0377'71, ON COUNTY ROAD RIGHT-OF-WAY AND IN THE NE1/4, SEC30, T27N, R52W.
 NP0377'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 71, ABOUT
 NP0377'12 MI (19.3 KM) WEST OF HEMINGFORD, OR 9.0 MI (14.5 KM) SOUTH OF
 NP0377'MARSLAND, GO WEST ON HIGHWAY 71 FOR 7.1 MI (11.4 KM) TO A GRADED
 NP0377'CROSSROAD AT THE BOX BUTTE/SIOUX COUNTY LINE.  TURN LEFT AND GO SOUTH
 NP0377'ON A GRADED ROAD FOR 2.0 MI (3.2 KM) TO A T-INTERSECTION. TURN LEFT
 NP0377'AND GO EAST ON A GRADED ROAD FOR 1.0 MI (1.6 KM) TO A CURVE TO THE
 NP0377'LEFT, THE JUNCTION OF A MINIMUM MAINTAINED INTERSECTION STRAIGHT AHEAD
 NP0377'AND THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A ROUND
 NP0377'CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.4 FT (12.2 CM) BELOW THE
 NP0377'GROUND SURFACE.  IT IS 100.5 FT (30.6 M) EAST FROM THE 1ST UTILITY
 NP0377'POLE WEST OF THE OLD CROSSROAD, 68.0 FT (20.7 M) WEST FROM THE
 NP0377'CENTERLINE OF THE OLD NORTH/SOUTH ROAD, 42.7 FT (13.0 M) WEST OF A
 NP0377'FENCE CORNER, 21.0 FT (6.4 M) SOUTH FROM THE CENTERLINE OF THE OLD
 NP0377'EAST/WEST ROAD, 17.1 FT (5.2 M) WEST FROM A TELEPHONE CABLE JUNCTION
 NP0377'BOX, 3.0 FT (0.9 M) EAST FROM A WITNESS POST AND 1.0 FT (0.3 M) NORTH
 NP0377'FROM A WITNESS POST AND AN EAST/WEST FENCE. A LENGTH OF REBAR WAS
 NP0377'DRIVEN ALONG THE WEST SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0127 ***********************************************************************
 NO0127  DESIGNATION -  K 346
 NO0127  PID         -  NO0127
 NO0127  STATE/COUNTY-  NE/CHERRY
 NO0127  USGS QUAD   -  VALENTINE SOUTH (1983)
 NO0127
 NO0127                         *CURRENT SURVEY CONTROL
 NO0127  ___________________________________________________________________
 NO0127* NAD 83(1986)-  42 52 16.     (N)    100 33 17.     (W)     SCALED    
 NO0127* NAVD 88     -       788.892  (meters)    2588.22   (feet)  ADJUSTED  
 NO0127  ___________________________________________________________________
 NO0127  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 NO0127  DYNAMIC HT  -         788.578 (meters)    2587.19  (feet)  COMP
 NO0127  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 NO0127
 NO0127  VERT ORDER  -  FIRST     CLASS II
 NO0127
 NO0127.The horizontal coordinates were scaled from a topographic map and have
 NO0127.an estimated accuracy of +/- 6 seconds.
 NO0127
 NO0127.The orthometric height was determined by differential leveling
 NO0127.and adjusted by the National Geodetic Survey in June 1991..
 NO0127
 NO0127.The geoid height was determined by GEOID03.
 NO0127
 NO0127.The dynamic height is computed by dividing the NAVD 88
 NO0127.geopotential number by the normal gravity value computed on the
 NO0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0127.degrees latitude (g = 980.6199 gals.).
 NO0127
 NO0127.The modeled gravity was interpolated from observed gravity values.
 NO0127
 NO0127;                    North         East    Units  Estimated Accuracy
 NO0127;SPC NE       -   337,450.      454,680.      MT  (+/- 180 meters Scaled)
 NO0127
 NO0127                          SUPERSEDED SURVEY CONTROL
 NO0127
 NO0127  NGVD 29 (??/??/92)  788.607  (m)         2587.29   (f) ADJ UNCH    1 2
 NO0127
 NO0127.Superseded values are not recommended for survey control.
 NO0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0127.See file dsdata.txt to determine how the superseded data were derived.
 NO0127
 NO0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN730476(NAD 83)
 NO0127_MARKER: DB = BENCH MARK DISK
 NO0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0127_SP_SET: CONCRETE POST
 NO0127_STAMPING: K 346 1957
 NO0127_MARK LOGO: CGS   
 NO0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0127+STABILITY: SURFACE MOTION
 NO0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0127+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1991
 NO0127
 NO0127  HISTORY     - Date     Condition        Report By
 NO0127  HISTORY     - 1957     MONUMENTED       CGS
 NO0127  HISTORY     - 19911029 GOOD             NGS
 NO0127
 NO0127                          STATION DESCRIPTION
 NO0127
 NO0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0127'0.5 MI W FROM VALENTINE.
 NO0127'ABOUT 0.5 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0127'FROM THE STATION AT VALENTINE, IN SECTION 36, T. 34 N., R. 28 W.,
 NO0127'5 FEET WEST OF THE FIRST POLE WEST OF MILE POST 270, 42 1/2 FEET
 NO0127'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 21 FEET SOUTH OF THE
 NO0127'SOUTH RAIL OF A SIDE TRACK, 1 1/2 FEET EAST OF A WHITE WOODEN
 NO0127'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A
 NO0127'CONCRETE POST WHICH PROJECTS 4 INCHES.
 NO0127
 NO0127                          STATION RECOVERY (1991)
 NO0127
 NO0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0127'IN VALENTINE, AT 601 A STREET WEST, 73.0 M (239.5 FT) WEST OF THE
 NO0127'NORTHWEST CORNER OF A BUDWEISER WAREHOUSE AT 601 A STREET WEST, 27.8
 NO0127'M (91.2 FT) EAST OF A RAILROAD SWITCH STAND, 12.8 M (42.0 FT) SOUTH
 NO0127'OF THE NEAR RAIL OF THE MAIN TRACK OF THE BURLINGTON NORTHERN
 NO0127'RAILROAD, 6.3 M (20.7 FT) SOUTHWEST OF THE NEAR RAIL OF A SIDE TRACK,
 NO0127'0.3 M (1.0 FT) NORTH-NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 NO0127'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0221 ***********************************************************************
 NO0221  DESIGNATION -  K 347
 NO0221  PID         -  NO0221
 NO0221  STATE/COUNTY-  NE/CHERRY
 NO0221  USGS QUAD   -  CODY WEST (1985)
 NO0221
 NO0221                         *CURRENT SURVEY CONTROL
 NO0221  ___________________________________________________________________
 NO0221* NAD 83(1986)-  42 56 21.     (N)    101 18 55.     (W)     SCALED    
 NO0221* NAVD 88     -       948.580  (meters)    3112.13   (feet)  ADJUSTED  
 NO0221  ___________________________________________________________________
 NO0221  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 NO0221  DYNAMIC HT  -         948.176 (meters)    3110.81  (feet)  COMP
 NO0221  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 NO0221
 NO0221  VERT ORDER  -  FIRST     CLASS II
 NO0221
 NO0221.The horizontal coordinates were scaled from a topographic map and have
 NO0221.an estimated accuracy of +/- 6 seconds.
 NO0221
 NO0221.The orthometric height was determined by differential leveling
 NO0221.and adjusted by the National Geodetic Survey in June 1991..
 NO0221
 NO0221.The geoid height was determined by GEOID03.
 NO0221
 NO0221.The dynamic height is computed by dividing the NAVD 88
 NO0221.geopotential number by the normal gravity value computed on the
 NO0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0221.degrees latitude (g = 980.6199 gals.).
 NO0221
 NO0221.The modeled gravity was interpolated from observed gravity values.
 NO0221
 NO0221;                    North         East    Units  Estimated Accuracy
 NO0221;SPC NE       -   345,680.      392,650.      MT  (+/- 180 meters Scaled)
 NO0221
 NO0221                          SUPERSEDED SURVEY CONTROL
 NO0221
 NO0221  NGVD 29 (??/??/92)  948.203  (m)         3110.90   (f) ADJ UNCH    1 2
 NO0221
 NO0221.Superseded values are not recommended for survey control.
 NO0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0221.See file dsdata.txt to determine how the superseded data were derived.
 NO0221
 NO0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN110566(NAD 83)
 NO0221_MARKER: DB = BENCH MARK DISK
 NO0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0221_STAMPING: K 347 1957
 NO0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0221+STABILITY: SURFACE MOTION
 NO0221
 NO0221  HISTORY     - Date     Condition        Report By
 NO0221  HISTORY     - 1957     MONUMENTED       CGS
 NO0221  HISTORY     - 1983     POOR             USGS
 NO0221
 NO0221                          STATION DESCRIPTION
 NO0221
 NO0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0221'3.7 MI W FROM CODY.
 NO0221'ABOUT 3.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0221'FROM THE STATION AT CODY, IN SECTION 10, T. 34 N., R. 34 W.,
 NO0221'29 FEET SOUTH OF MILEPOST 311, 111 FEET SOUTH OF THE SOUTH RAIL,
 NO0221'5 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A FENCE LINE,
 NO0221'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET LOWER
 NO0221'THAN THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0221'5 INCHES.
 NO0221
 NO0221                          STATION RECOVERY (1983)
 NO0221
 NO0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 NO0221'MARK HIT BY RAILROAD CONST. EQUIPMENT. CONCRETE POST CRACKER BUT
 NO0221'STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0222 ***********************************************************************
 NP0222  DESIGNATION -  K 348
 NP0222  PID         -  NP0222
 NP0222  STATE/COUNTY-  NE/DAWES
 NP0222  USGS QUAD   -  CHADRON EAST (1970)
 NP0222
 NP0222                         *CURRENT SURVEY CONTROL
 NP0222  ___________________________________________________________________
 NP0222* NAD 83(1986)-  42 48 36.     (N)    102 52 57.     (W)     SCALED    
 NP0222* NAVD 88     -      1065.815  (meters)    3496.76   (feet)  ADJUSTED  
 NP0222  ___________________________________________________________________
 NP0222  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0222  DYNAMIC HT  -        1065.292 (meters)    3495.05  (feet)  COMP
 NP0222  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 NP0222
 NP0222  VERT ORDER  -  FIRST     CLASS II
 NP0222
 NP0222.The horizontal coordinates were scaled from a topographic map and have
 NP0222.an estimated accuracy of +/- 6 seconds.
 NP0222
 NP0222.The orthometric height was determined by differential leveling
 NP0222.and adjusted by the National Geodetic Survey in June 1991..
 NP0222
 NP0222.The geoid height was determined by GEOID03.
 NP0222
 NP0222.The dynamic height is computed by dividing the NAVD 88
 NP0222.geopotential number by the normal gravity value computed on the
 NP0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0222.degrees latitude (g = 980.6199 gals.).
 NP0222
 NP0222.The modeled gravity was interpolated from observed gravity values.
 NP0222
 NP0222;                    North         East    Units  Estimated Accuracy
 NP0222;SPC NE       -   334,440.      264,300.      MT  (+/- 180 meters Scaled)
 NP0222
 NP0222                          SUPERSEDED SURVEY CONTROL
 NP0222
 NP0222  NGVD 29 (??/??/92) 1065.281  (m)         3495.01   (f) ADJ UNCH    1 2
 NP0222
 NP0222.Superseded values are not recommended for survey control.
 NP0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0222.See file dsdata.txt to determine how the superseded data were derived.
 NP0222
 NP0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH731418(NAD 83)
 NP0222_MARKER: DB = BENCH MARK DISK
 NP0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0222_STAMPING: K 348 1957
 NP0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0222+STABILITY: SURFACE MOTION
 NP0222
 NP0222  HISTORY     - Date     Condition        Report By
 NP0222  HISTORY     - 1957     MONUMENTED       CGS
 NP0222
 NP0222                          STATION DESCRIPTION
 NP0222
 NP0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0222'6.1 MI SE FROM CHADRON.
 NP0222'ABOUT 6.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0222'FROM THE STATION AT CHADRON, IN SECTION 29, T. 33 N., R. 47 W.,
 NP0222'3 POLES WEST OF MILEPOST 400, 166 FEET NORTHEAST AND ACROSS A ROAD
 NP0222'FROM THE NORTHEAST RAIL, 34 FEET NORTHEAST OF THE CENTER LINE OF THE
 NP0222'ROAD, 16 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE WAY NORTH,
 NP0222'296 FEET SOUTH OF THE SOUTHEAST CORNER OF A FARM HOUSE, 3 FEET
 NP0222'NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NP0222'POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0254 ***********************************************************************
 NP0254  DESIGNATION -  K 349
 NP0254  PID         -  NP0254
 NP0254  STATE/COUNTY-  NE/DAWES
 NP0254  USGS QUAD   -  TRUNK BUTTE (1980)
 NP0254
 NP0254                         *CURRENT SURVEY CONTROL
 NP0254  ___________________________________________________________________
 NP0254* NAD 83(1986)-  42 49 00.     (N)    103 11 55.     (W)     SCALED    
 NP0254* NAVD 88     -      1022.511  (meters)    3354.69   (feet)  ADJUSTED  
 NP0254  ___________________________________________________________________
 NP0254  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 NP0254  DYNAMIC HT  -        1021.998 (meters)    3353.01  (feet)  COMP
 NP0254  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 NP0254
 NP0254  VERT ORDER  -  FIRST     CLASS II
 NP0254
 NP0254.The horizontal coordinates were scaled from a topographic map and have
 NP0254.an estimated accuracy of +/- 6 seconds.
 NP0254
 NP0254.The orthometric height was determined by differential leveling
 NP0254.and adjusted by the National Geodetic Survey in June 1991..
 NP0254
 NP0254.The geoid height was determined by GEOID03.
 NP0254
 NP0254.The dynamic height is computed by dividing the NAVD 88
 NP0254.geopotential number by the normal gravity value computed on the
 NP0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0254.degrees latitude (g = 980.6199 gals.).
 NP0254
 NP0254.The modeled gravity was interpolated from observed gravity values.
 NP0254
 NP0254;                    North         East    Units  Estimated Accuracy
 NP0254;SPC NE       -   336,090.      238,490.      MT  (+/- 180 meters Scaled)
 NP0254
 NP0254                          SUPERSEDED SURVEY CONTROL
 NP0254
 NP0254  NGVD 29 (??/??/92) 1021.955  (m)         3352.86   (f) ADJ UNCH    1 2
 NP0254
 NP0254.Superseded values are not recommended for survey control.
 NP0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0254.See file dsdata.txt to determine how the superseded data were derived.
 NP0254
 NP0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH472420(NAD 83)
 NP0254_MARKER: DB = BENCH MARK DISK
 NP0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0254_STAMPING: K 349 1957
 NP0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0254+STABILITY: SURFACE MOTION
 NP0254
 NP0254  HISTORY     - Date     Condition        Report By
 NP0254  HISTORY     - 1957     MONUMENTED       CGS
 NP0254
 NP0254                          STATION DESCRIPTION
 NP0254
 NP0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0254'3.9 MI NE FROM WHITNEY.
 NP0254'ABOUT 3.9 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0254'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 22, T. 33 N.,
 NP0254'R. 50 W., 7 FEET WEST OF THE THIRD POLE EAST OF MILEPOST 418,
 NP0254'38 FEET SOUTH-SOUTHEAST OF THE NEAR RAIL, 94 FEET NORTH-NORTHWEST
 NP0254'OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET EAST OF A WHITE
 NP0254'WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 NP0254'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0254'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0321 ***********************************************************************
 NP0321  DESIGNATION -  K 35
 NP0321  PID         -  NP0321
 NP0321  STATE/COUNTY-  NE/DAWES
 NP0321  USGS QUAD   -  WAYSIDE (1980)
 NP0321
 NP0321                         *CURRENT SURVEY CONTROL
 NP0321  ___________________________________________________________________
 NP0321* NAD 83(1986)-  42 57 55.     (N)    103 13 01.     (W)     SCALED    
 NP0321* NAVD 88     -      1094.262  (meters)    3590.09   (feet)  ADJUSTED  
 NP0321  ___________________________________________________________________
 NP0321  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 NP0321  DYNAMIC HT  -        1093.747 (meters)    3588.40  (feet)  COMP
 NP0321  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 NP0321
 NP0321  VERT ORDER  -  SECOND    CLASS 0
 NP0321
 NP0321.The horizontal coordinates were scaled from a topographic map and have
 NP0321.an estimated accuracy of +/- 6 seconds.
 NP0321
 NP0321.The orthometric height was determined by differential leveling
 NP0321.and adjusted by the National Geodetic Survey in June 1991..
 NP0321
 NP0321.The geoid height was determined by GEOID03.
 NP0321
 NP0321.The dynamic height is computed by dividing the NAVD 88
 NP0321.geopotential number by the normal gravity value computed on the
 NP0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0321.degrees latitude (g = 980.6199 gals.).
 NP0321
 NP0321.The modeled gravity was interpolated from observed gravity values.
 NP0321
 NP0321;                    North         East    Units  Estimated Accuracy
 NP0321;SPC NE       -   352,650.      237,600.      MT  (+/- 180 meters Scaled)
 NP0321
 NP0321                          SUPERSEDED SURVEY CONTROL
 NP0321
 NP0321  NGVD 29 (??/??/92) 1093.701  (m)         3588.25   (f) ADJ UNCH    2 0
 NP0321
 NP0321.Superseded values are not recommended for survey control.
 NP0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0321.See file dsdata.txt to determine how the superseded data were derived.
 NP0321
 NP0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH454585(NAD 83)
 NP0321_MARKER: DB = BENCH MARK DISK
 NP0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0321_STAMPING: K 35 1934
 NP0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0321+STABILITY: SURFACE MOTION
 NP0321
 NP0321  HISTORY     - Date     Condition        Report By
 NP0321  HISTORY     - 1934     MONUMENTED       CGS
 NP0321  HISTORY     - 1957     GOOD             NGS
 NP0321
 NP0321                          STATION DESCRIPTION
 NP0321
 NP0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0321'2 MI SE FROM WAYSIDE.
 NP0321'ABOUT 2.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0321'RAILWAY FROM THE STATION AT WAYSIDE, IN SECTION 33, T.35 N.,
 NP0321'R.50 W., 148 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM
 NP0321'MILEPOST 10, 88 FEET NORTHEAST OF THE NORTHEAST RAIL, 45 FEET
 NP0321'SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD WHICH PARALLELS
 NP0321'THE TRACK, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 NP0321'3 FEET LOWER THAN THE RAIL AND IN THE TOP OF A CONCRETE POST
 NP0321'WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0329 ***********************************************************************
 NO0329  DESIGNATION -  K 350
 NO0329  PID         -  NO0329
 NO0329  STATE/COUNTY-  NE/CHERRY
 NO0329  USGS QUAD   -  IRWIN (1990)
 NO0329
 NO0329                         *CURRENT SURVEY CONTROL
 NO0329  ___________________________________________________________________
 NO0329* NAD 83(1986)-  42 53 09.     (N)    101 53 55.     (W)     SCALED    
 NO0329* NAVD 88     -      1042.672  (meters)    3420.83   (feet)  ADJUSTED  
 NO0329  ___________________________________________________________________
 NO0329  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 NO0329  DYNAMIC HT  -        1042.197 (meters)    3419.27  (feet)  COMP
 NO0329  MODELED GRAV-     980,128.3   (mgal)                       NAVD 88
 NO0329
 NO0329  VERT ORDER  -  FIRST     CLASS II
 NO0329
 NO0329.The horizontal coordinates were scaled from a topographic map and have
 NO0329.an estimated accuracy of +/- 6 seconds.
 NO0329
 NO0329.The orthometric height was determined by differential leveling
 NO0329.and adjusted by the National Geodetic Survey in June 1991..
 NO0329
 NO0329.The geoid height was determined by GEOID03.
 NO0329
 NO0329.The dynamic height is computed by dividing the NAVD 88
 NO0329.geopotential number by the normal gravity value computed on the
 NO0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0329.degrees latitude (g = 980.6199 gals.).
 NO0329
 NO0329.The modeled gravity was interpolated from observed gravity values.
 NO0329
 NO0329;                    North         East    Units  Estimated Accuracy
 NO0329;SPC NE       -   340,640.      344,920.      MT  (+/- 180 meters Scaled)
 NO0329
 NO0329                          SUPERSEDED SURVEY CONTROL
 NO0329
 NO0329  NGVD 29 (??/??/92) 1042.222  (m)         3419.36   (f) ADJ UNCH    1 2
 NO0329
 NO0329.Superseded values are not recommended for survey control.
 NO0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0329.See file dsdata.txt to determine how the superseded data were derived.
 NO0329
 NO0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN632522(NAD 83)
 NO0329_MARKER: DB = BENCH MARK DISK
 NO0329_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NO0329+WITH SETTING: INTO GROUND
 NO0329_STAMPING: K 350 1957
 NO0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0329+STABILITY: SURFACE MOTION
 NO0329
 NO0329  HISTORY     - Date     Condition        Report By
 NO0329  HISTORY     - 1957     MONUMENTED       CGS
 NO0329
 NO0329                          STATION DESCRIPTION
 NO0329
 NO0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0329'10.8 MI W FROM MERRIMAN.
 NO0329'ABOUT 10.85 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN
 NO0329'RAILWAY FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 39 W.,
 NO0329'SECTION 34., ABOUT 0.1 MILE NORTHWEST OF THE NORTHWEST EDGE
 NO0329'OF A LAKE, IN LINE WITH A ROW OF POLES, 78 FEET EAST-NORTHEAST
 NO0329'OF THE FIRST POLE EAST-NORTHEAST OF MILEPOST 343, 41 FEET
 NO0329'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL, 20 FEET WEST OF A
 NO0329'TELEPHONE POLE, 6 1/2 FEET NORTH-NORTHWEST OF THE SOUTH-SOUTHEAST
 NO0329'RIGHT OF WAY FENCE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 NO0329'WITNESS POST, ABOUT 4 FEET ABOVE THE TOP OF THE RAILS, A DISK BRAZED
 NO0329'ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0019 ***********************************************************************
 NP0019  DESIGNATION -  K 351
 NP0019  PID         -  NP0019
 NP0019  STATE/COUNTY-  NE/SHERIDAN
 NP0019  USGS QUAD   -  GORDON (1969)
 NP0019
 NP0019                         *CURRENT SURVEY CONTROL
 NP0019  ___________________________________________________________________
 NP0019* NAD 83(1986)-  42 48 00.     (N)    102 13 28.     (W)     SCALED    
 NP0019* NAVD 88     -      1092.178  (meters)    3583.25   (feet)  ADJUSTED  
 NP0019  ___________________________________________________________________
 NP0019  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 NP0019  DYNAMIC HT  -        1091.661 (meters)    3581.56  (feet)  COMP
 NP0019  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 NP0019
 NP0019  VERT ORDER  -  FIRST     CLASS II
 NP0019
 NP0019.The horizontal coordinates were scaled from a topographic map and have
 NP0019.an estimated accuracy of +/- 6 seconds.
 NP0019
 NP0019.The orthometric height was determined by differential leveling
 NP0019.and adjusted by the National Geodetic Survey in June 1991..
 NP0019
 NP0019.The geoid height was determined by GEOID03.
 NP0019
 NP0019.The dynamic height is computed by dividing the NAVD 88
 NP0019.geopotential number by the normal gravity value computed on the
 NP0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0019.degrees latitude (g = 980.6199 gals.).
 NP0019
 NP0019.The modeled gravity was interpolated from observed gravity values.
 NP0019
 NP0019;                    North         East    Units  Estimated Accuracy
 NP0019;SPC NE       -   331,750.      318,070.      MT  (+/- 180 meters Scaled)
 NP0019
 NP0019                          SUPERSEDED SURVEY CONTROL
 NP0019
 NP0019  NGVD 29 (??/??/92) 1091.689  (m)         3581.65   (f) ADJ UNCH    1 2
 NP0019
 NP0019.Superseded values are not recommended for survey control.
 NP0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0019.See file dsdata.txt to determine how the superseded data were derived.
 NP0019
 NP0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH269423(NAD 83)
 NP0019_MARKER: DB = BENCH MARK DISK
 NP0019_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0019_SP_SET: 29 FEET
 NP0019_STAMPING: K 351 1957
 NP0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0019
 NP0019  HISTORY     - Date     Condition        Report By
 NP0019  HISTORY     - 1957     MONUMENTED       CGS
 NP0019  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NP0019
 NP0019                          STATION DESCRIPTION
 NP0019
 NP0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0019'1.1 MI SW FROM GORDON.
 NP0019'ABOUT 1.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0019'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 42 W., SECTION
 NP0019'26., 310 FEET WEST-SOUTHWEST OF THE CENTER LINE OF A ROAD CROSSING,
 NP0019'176 FEET EAST OF THE EAST END OF THE SOUTH STONE HEADWALL OF A
 NP0019'30-INCH PIPE CULVERT UNDER THE RAILROAD, 43 FEET NORTH OF THE
 NP0019'CENTER LINE OF U.S. HIGHWAY 20, 38 1/2 FEET SOUTH OF THE SOUTH
 NP0019'RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 17 FEET EAST OF THE
 NP0019'FIRST TELEPHONE POLE EAST OF MILE POST 361, A DISK ON THE TOP
 NP0019'OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 NP0019'29 FEET.  ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
 NP0019
 NP0019                          STATION RECOVERY (1982)
 NP0019
 NP0019'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NP0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0020 ***********************************************************************
 NP0020  DESIGNATION -  K 351 RESET
 NP0020  PID         -  NP0020
 NP0020  STATE/COUNTY-  NE/SHERIDAN
 NP0020  USGS QUAD   -  GORDON (1969)
 NP0020
 NP0020                         *CURRENT SURVEY CONTROL
 NP0020  ___________________________________________________________________
 NP0020* NAD 83(1986)-  42 48 00.     (N)    102 13 28.     (W)     SCALED    
 NP0020* NAVD 88     -      1092.06   (meters)    3582.9    (feet)  RESET     
 NP0020  ___________________________________________________________________
 NP0020  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 NP0020
 NP0020  VERT ORDER  -  THIRD
 NP0020
 NP0020.The horizontal coordinates were scaled from a topographic map and have
 NP0020.an estimated accuracy of +/- 6 seconds.
 NP0020
 NP0020.The orthometric height was computed from unverified reset data.
 NP0020
 NP0020.The geoid height was determined by GEOID03.
 NP0020
 NP0020;                    North         East    Units  Estimated Accuracy
 NP0020;SPC NE       -   331,750.      318,070.      MT  (+/- 180 meters Scaled)
 NP0020
 NP0020                          SUPERSEDED SURVEY CONTROL
 NP0020
 NP0020.No superseded survey control is available for this station.
 NP0020
 NP0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH269423(NAD 83)
 NP0020_MARKER: DB = BENCH MARK DISK
 NP0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0020_STAMPING: K 351 RESET 1969
 NP0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0020+STABILITY: SURFACE MOTION
 NP0020
 NP0020  HISTORY     - Date     Condition        Report By
 NP0020  HISTORY     - 1969     MONUMENTED       NEDR
 NP0020
 NP0020                          STATION DESCRIPTION
 NP0020
 NP0020'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1969
 NP0020'1 MI W FROM GORDON.
 NP0020'1 MILE WEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTHWESTERN
 NP0020'RAILWAY DEPOT AT GORDON, NEAR THE CORNER OF SECTIONS 25, 26, 35
 NP0020'AND 36, T 33 N, R 42 W, 42 FEET AND 318 FEET WEST OF A RAILROAD
 NP0020'CROSSING, 1 FOOT WEST OF A WHITE WITNESS MARKER AND SET IN THE
 NP0020'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0300 ***********************************************************************
 NO0300  DESIGNATION -  K 352
 NO0300  PID         -  NO0300
 NO0300  STATE/COUNTY-  NE/CHERRY
 NO0300  USGS QUAD   -  MERRIMAN NE (1990)
 NO0300
 NO0300                         *CURRENT SURVEY CONTROL
 NO0300  ___________________________________________________________________
 NO0300* NAD 83(1986)-  42 56 44.     (N)    101 30 14.     (W)     SCALED    
 NO0300* NAVD 88     -       978.062  (meters)    3208.86   (feet)  ADJUSTED  
 NO0300  ___________________________________________________________________
 NO0300  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 NO0300  DYNAMIC HT  -         977.648 (meters)    3207.50  (feet)  COMP
 NO0300  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 NO0300
 NO0300  VERT ORDER  -  FIRST     CLASS II
 NO0300
 NO0300.The horizontal coordinates were scaled from a topographic map and have
 NO0300.an estimated accuracy of +/- 6 seconds.
 NO0300
 NO0300.The orthometric height was determined by differential leveling
 NO0300.and adjusted by the National Geodetic Survey in June 1991..
 NO0300
 NO0300.The geoid height was determined by GEOID03.
 NO0300
 NO0300.The dynamic height is computed by dividing the NAVD 88
 NO0300.geopotential number by the normal gravity value computed on the
 NO0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0300.degrees latitude (g = 980.6199 gals.).
 NO0300
 NO0300.The modeled gravity was interpolated from observed gravity values.
 NO0300
 NO0300;                    North         East    Units  Estimated Accuracy
 NO0300;SPC NE       -   346,640.      377,270.      MT  (+/- 180 meters Scaled)
 NO0300
 NO0300                          SUPERSEDED SURVEY CONTROL
 NO0300
 NO0300  NGVD 29 (??/??/92)  977.669  (m)         3207.57   (f) ADJ UNCH    1 2
 NO0300
 NO0300.Superseded values are not recommended for survey control.
 NO0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0300.See file dsdata.txt to determine how the superseded data were derived.
 NO0300
 NO0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN957578(NAD 83)
 NO0300_MARKER: DB = BENCH MARK DISK
 NO0300_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NO0300_SP_SET: 43 FEET
 NO0300_STAMPING: K 352 1957
 NO0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0300
 NO0300  HISTORY     - Date     Condition        Report By
 NO0300  HISTORY     - 1957     MONUMENTED       CGS
 NO0300
 NO0300                          STATION DESCRIPTION
 NO0300
 NO0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0300'10.6 MI E FROM MERRIMAN.
 NO0300'ABOUT 10.65 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0300'RAILWAY FROM THE STATION AT MERRIMAN, 0.75 MILE WEST OF THE
 NO0300'STATION AT ELI, IN SECTION 1, T. 34 N., R. 36 W., 58 FEET
 NO0300'SOUTHEAST OF THE NINETEENTH POLE EAST OF MILEPOST 322, 90 FEET
 NO0300'SOUTH OF THE SOUTH RAIL, 0.1 MILE EAST OF THE CREST OF A HILL,
 NO0300'0.25 MILE WEST OF A LONE COTTONWOOD, 41 FEET NORTH OF THE CENTER
 NO0300'LINE OF A DIRT ROAD, 5 FEET NORTH OF THE FENCE LINE, 1 1/2 FEET
 NO0300'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE RAIL,
 NO0300'A DISK ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 NO0300'DEPTH OF 43 FEET.  THE ROD IS ENCASED IN A 6-INCH TILE WHICH
 NO0300'PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0204 ***********************************************************************
 NP0204  DESIGNATION -  K 353
 NP0204  PID         -  NP0204
 NP0204  STATE/COUNTY-  NE/SHERIDAN
 NP0204  USGS QUAD   -  HAY SPRINGS (1966)
 NP0204
 NP0204                         *CURRENT SURVEY CONTROL
 NP0204  ___________________________________________________________________
 NP0204* NAD 83(1986)-  42 40 55.     (N)    102 41 22.     (W)     SCALED    
 NP0204* NAVD 88     -      1167.919  (meters)    3831.75   (feet)  ADJUSTED  
 NP0204  ___________________________________________________________________
 NP0204  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 NP0204  DYNAMIC HT  -        1167.323 (meters)    3829.79  (feet)  COMP
 NP0204  MODELED GRAV-     980,070.1   (mgal)                       NAVD 88
 NP0204
 NP0204  VERT ORDER  -  FIRST     CLASS II
 NP0204
 NP0204.The horizontal coordinates were scaled from a topographic map and have
 NP0204.an estimated accuracy of +/- 6 seconds.
 NP0204
 NP0204.The orthometric height was determined by differential leveling
 NP0204.and adjusted by the National Geodetic Survey in June 1991..
 NP0204
 NP0204.The geoid height was determined by GEOID03.
 NP0204
 NP0204.The dynamic height is computed by dividing the NAVD 88
 NP0204.geopotential number by the normal gravity value computed on the
 NP0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0204.degrees latitude (g = 980.6199 gals.).
 NP0204
 NP0204.The modeled gravity was interpolated from observed gravity values.
 NP0204
 NP0204;                    North         East    Units  Estimated Accuracy
 NP0204;SPC NE       -   319,720.      279,640.      MT  (+/- 180 meters Scaled)
 NP0204
 NP0204                          SUPERSEDED SURVEY CONTROL
 NP0204
 NP0204  NGVD 29 (??/??/92) 1167.382  (m)         3829.99   (f) ADJ UNCH    1 2
 NP0204
 NP0204.Superseded values are not recommended for survey control.
 NP0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0204.See file dsdata.txt to determine how the superseded data were derived.
 NP0204
 NP0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH893280(NAD 83)
 NP0204_MARKER: DB = BENCH MARK DISK
 NP0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0204_SP_SET: GRAIN ELEVATOR
 NP0204_STAMPING: K 353 1957
 NP0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0204
 NP0204  HISTORY     - Date     Condition        Report By
 NP0204  HISTORY     - 1957     MONUMENTED       CGS
 NP0204
 NP0204                          STATION DESCRIPTION
 NP0204
 NP0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0204'AT HAY SPRINGS.
 NP0204'AT HAY SPRINGS, 276 FEET EAST OF THE SOUTHEAST CORNER OF THE
 NP0204'CHICAGO AND NORTH WESTERN RAILWAY STATION AND ACROSS MAIN STREET,
 NP0204'154 FEET EAST OF THE CENTER LINE OF THE CROSSING AT MAIN STREET,
 NP0204'139 FEET EAST OF THE CENTER LINE OF MAIN STREET, 35 FEET SOUTH OF
 NP0204'THE SOUTH RAIL OF THE MAIN TRACK, 6 FEET SOUTH OF THE SOUTH RAIL
 NP0204'OF A SIDE TRACK, 0.9 FOOT WEST OF THE NORTHEAST CORNER OF THE GRAIN
 NP0204'ELEVATOR, ABOUT 1 FOOT ABOVE THE RAILS, SET VERTICALLY IN THE
 NP0204'NORTH SIDE OF THE NORTH EAST CORNER OF THE ELEVATOR ON THE EAST
 NP0204'SIDE OF MAIN STREET AND ABOUT 1 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0542 ***********************************************************************
 NN0542  DESIGNATION -  K 36
 NN0542  PID         -  NN0542
 NN0542  STATE/COUNTY-  NE/ROCK
 NN0542  USGS QUAD   -  RIVERVIEW (1974)
 NN0542
 NN0542                         *CURRENT SURVEY CONTROL
 NN0542  ___________________________________________________________________
 NN0542* NAD 83(1986)-  42 38 42.     (N)    099 32 20.     (W)     SCALED    
 NN0542* NAVD 88     -       699.854  (meters)    2296.10   (feet)  ADJUSTED  
 NN0542  ___________________________________________________________________
 NN0542  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 NN0542  DYNAMIC HT  -         699.577 (meters)    2295.20  (feet)  COMP
 NN0542  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 NN0542
 NN0542  VERT ORDER  -  SECOND    CLASS 0
 NN0542
 NN0542.The horizontal coordinates were scaled from a topographic map and have
 NN0542.an estimated accuracy of +/- 6 seconds.
 NN0542
 NN0542.The orthometric height was determined by differential leveling
 NN0542.and adjusted by the National Geodetic Survey in June 1991..
 NN0542
 NN0542.The geoid height was determined by GEOID03.
 NN0542
 NN0542.The dynamic height is computed by dividing the NAVD 88
 NN0542.geopotential number by the normal gravity value computed on the
 NN0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0542.degrees latitude (g = 980.6199 gals.).
 NN0542
 NN0542.The modeled gravity was interpolated from observed gravity values.
 NN0542
 NN0542;                    North         East    Units  Estimated Accuracy
 NN0542;SPC NE       -   312,290.      537,810.      MT  (+/- 180 meters Scaled)
 NN0542
 NN0542                          SUPERSEDED SURVEY CONTROL
 NN0542
 NN0542  NGVD 29 (??/??/92)  699.606  (m)         2295.29   (f) ADJ UNCH    2 0
 NN0542
 NN0542.Superseded values are not recommended for survey control.
 NN0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0542.See file dsdata.txt to determine how the superseded data were derived.
 NN0542
 NN0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN558215(NAD 83)
 NN0542_MARKER: DB = BENCH MARK DISK
 NN0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0542_STAMPING: K-36--1934
 NN0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0542+STABILITY: SURFACE MOTION
 NN0542
 NN0542  HISTORY     - Date     Condition        Report By
 NN0542  HISTORY     - 1934     MONUMENTED       CGS
 NN0542  HISTORY     - 1949     GOOD             NGS
 NN0542
 NN0542                          STATION DESCRIPTION
 NN0542
 NN0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0542'3.9 MI N FROM BASSETT.
 NN0542'3.9 MILES NORTH OF THE C. AND N.W. R.R. STATION AT BASSETT,
 NN0542'55 YDS. SOUTH OF DRIVEWAY INTO C.O. DEVITTS RANCH HOUSE, 41 FT.
 NN0542'EAST OF CENTERLINE OF HIGHWAY, 11.2 FT. EAST OF CORNER OF
 NN0542'FENCE, 2.3 FT. NORTH OF FENCE LINE.  STANDARD TABLET SET IN
 NN0542'TOP OF CONCRETE POST 6 IN HIGH.  STAMPED K 36 1934.
 NN0542
 NN0542                          STATION RECOVERY (1949)
 NN0542
 NN0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NN0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0691 ***********************************************************************
 LG0691  DESIGNATION -  K 363
 LG0691  PID         -  LG0691
 LG0691  STATE/COUNTY-  NE/YORK
 LG0691  USGS QUAD   -  BRADSHAW (1969)
 LG0691
 LG0691                         *CURRENT SURVEY CONTROL
 LG0691  ___________________________________________________________________
 LG0691* NAD 83(1995)-  40 53 12.34847(N)    097 39 17.12984(W)     ADJUSTED  
 LG0691* NAVD 88     -       503.301  (meters)    1651.25   (feet)  ADJUSTED  
 LG0691  ___________________________________________________________________
 LG0691  X           -    -643,266.042 (meters)                     COMP
 LG0691  Y           -  -4,786,157.988 (meters)                     COMP
 LG0691  Z           -   4,153,236.703 (meters)                     COMP
 LG0691  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 LG0691  ELLIP HEIGHT-         477.11  (meters)          (06/27/02) GPS OBS
 LG0691  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 LG0691  DYNAMIC HT  -         503.036 (meters)    1650.38  (feet)  COMP
 LG0691  MODELED GRAV-     980,081.4   (mgal)                       NAVD 88
 LG0691
 LG0691  HORZ ORDER  -  FIRST
 LG0691  VERT ORDER  -  SECOND    CLASS 0
 LG0691  ELLP ORDER  -  FOURTH    CLASS I
 LG0691
 LG0691.The horizontal coordinates were established by GPS observations
 LG0691.and adjusted by the National Geodetic Survey in August 1997..
 LG0691
 LG0691.The orthometric height was determined by differential leveling
 LG0691.and adjusted by the National Geodetic Survey in June 1991..
 LG0691
 LG0691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0691
 LG0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0691
 LG0691.The ellipsoidal height was determined by GPS observations
 LG0691.and is referenced to NAD 83.
 LG0691
 LG0691.The geoid height was determined by GEOID03.
 LG0691
 LG0691.The dynamic height is computed by dividing the NAVD 88
 LG0691.geopotential number by the normal gravity value computed on the
 LG0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0691.degrees latitude (g = 980.6199 gals.).
 LG0691
 LG0691.The modeled gravity was interpolated from observed gravity values.
 LG0691
 LG0691;                    North         East     Units Scale Factor Converg.
 LG0691;SPC NE       -   119,639.199   697,574.400   MT  0.99971655   +1 33 15.1
 LG0691;UTM  14      - 4,527,057.812   613,331.805   MT  0.99975809   +0 52 50.3
 LG0691
 LG0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0691!SPC NE       -   0.99992517  x   0.99971655  =   0.99964174
 LG0691!UTM  14      -   0.99992517  x   0.99975809  =   0.99968327
 LG0691
 LG0691                          SUPERSEDED SURVEY CONTROL
 LG0691
 LG0691  NAD 83(1986)-  40 53 12.35542(N)    097 39 17.12922(W) AD(       ) 1
 LG0691  NGVD 29 (??/??/92)  503.102  (m)         1650.59   (f) ADJ UNCH    2 0
 LG0691
 LG0691.Superseded values are not recommended for survey control.
 LG0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0691.See file dsdata.txt to determine how the superseded data were derived.
 LG0691
 LG0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1333227058(NAD 83)
 LG0691_MARKER: DB = BENCH MARK DISK
 LG0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0691_SP_SET: CONCRETE POST
 LG0691_STAMPING: K 363 1961
 LG0691_MARK LOGO: CGS   
 LG0691_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0691+STABILITY: SURFACE MOTION
 LG0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0691+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1989
 LG0691
 LG0691  HISTORY     - Date     Condition        Report By
 LG0691  HISTORY     - 1961     MONUMENTED       CGS
 LG0691  HISTORY     - 19890403 GOOD             NGS
 LG0691
 LG0691                          STATION DESCRIPTION
 LG0691
 LG0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0691'4.2 MI W FROM YORK.
 LG0691'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0691'FROM THE STATION AT YORK, THENCE 0.9 MILE NORTH ALONG DIVISION
 LG0691'STREET, THENCE 3.0 MILES WEST ALONG U.S. HIGHWAY 34 AND STATE 2,
 LG0691'85 FEET SOUTHWEST OF CENTER OF CROSSROAD, 79.4 FEET SOUTH OF
 LG0691'CENTERLINE OF U.S. HIGHWAY 34 AND STATE 2, 37.7 FEET SOUTH OF
 LG0691'TELEPHONE POLE 2840, 35.0 FEET WEST OF CENTER OF DIRT ROAD,
 LG0691'9.7 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 1.3 FEET
 LG0691'NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN THE TOP
 LG0691'OF A SQUARE CONCRETE POST PROJECTING 5 INCHES.
 LG0691
 LG0691                          STATION RECOVERY (1989)
 LG0691
 LG0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG0691'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) WEST-NORTHWEST OF YORK,
 LG0691'8 KM (4.95 MI) EAST OF BRADSHAW ALONG U.S. HIGHWAY 34, AT A DIRT
 LG0691'CROSROAD, IN THE NORTHEAST CORNER OF A LAWN AND COUNTY ROAD
 LG0691'RIGHT-OF-WAY.  OWNERSHIP--YORK COUNTY.
 LG0691'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 34 WEST
 LG0691'ON THE NORTH SIDE OF YORK, GO WEST ON HIGHWAY 34 (25TH STREET) FOR 2.9
 LG0691'KM (1.80 MI) TO THE YORK MUNICIPAL AIRPORT ENTRANCE ON THE RIGHT.
 LG0691'CONTINUE WEST FOR 2.4 KM (1.50 MI) TO A DIRT CROSSROAD AND THE STATION
 LG0691'ON THE LEFT IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 LG0691'THE STATION MARK IS SET 9.3 M (30.5 FT) WEST OF THE ROAD CENTER, 24.3
 LG0691'M (79.7 FT) SOUTH OF THE HIGHWAY CENTER, 3.2 M (10.5 FT) SOUTH OF A
 LG0691'TELEPHONE PEDESTAL, 1.2 M (3.9 FT) SOUTH OF A STEEL SCRAPER BLADE
 LG0691'PROJECTING 40 CM, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 17.6 M
 LG0691'(57.7 FT) NORTH OF THE NORTH END OF A DRAIN PIPE UNDER A DRIVEWAY TO A
 LG0691'RESIDENCE THAT HAS A BRICK FACE ON THE LOWER FRONT WALL.
 LG0691'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0075 ***********************************************************************
 LG0075  DESIGNATION -  K 364
 LG0075  PID         -  LG0075
 LG0075  STATE/COUNTY-  NE/CASS
 LG0075  USGS QUAD   -  AVOCA (1966)
 LG0075
 LG0075                         *CURRENT SURVEY CONTROL
 LG0075  ___________________________________________________________________
 LG0075* NAD 83(1986)-  40 48 48.     (N)    096 06 09.     (W)     SCALED    
 LG0075* NAVD 88     -       374.363  (meters)    1228.22   (feet)  ADJUSTED  
 LG0075  ___________________________________________________________________
 LG0075  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 LG0075  DYNAMIC HT  -         374.196 (meters)    1227.67  (feet)  COMP
 LG0075  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 LG0075
 LG0075  VERT ORDER  -  SECOND    CLASS 0
 LG0075
 LG0075.The horizontal coordinates were scaled from a topographic map and have
 LG0075.an estimated accuracy of +/- 6 seconds.
 LG0075
 LG0075.The orthometric height was determined by differential leveling
 LG0075.and adjusted by the National Geodetic Survey in June 1991..
 LG0075
 LG0075.The geoid height was determined by GEOID03.
 LG0075
 LG0075.The dynamic height is computed by dividing the NAVD 88
 LG0075.geopotential number by the normal gravity value computed on the
 LG0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0075.degrees latitude (g = 980.6199 gals.).
 LG0075
 LG0075.The modeled gravity was interpolated from observed gravity values.
 LG0075
 LG0075;                    North         East    Units  Estimated Accuracy
 LG0075;SPC NE       -   116,220.      828,640.      MT  (+/- 180 meters Scaled)
 LG0075
 LG0075                          SUPERSEDED SURVEY CONTROL
 LG0075
 LG0075  NGVD 29 (??/??/92)  374.264  (m)         1227.90   (f) ADJ UNCH    2 0
 LG0075
 LG0075.Superseded values are not recommended for survey control.
 LG0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0075.See file dsdata.txt to determine how the superseded data were derived.
 LG0075
 LG0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL443220(NAD 83)
 LG0075_MARKER: DB = BENCH MARK DISK
 LG0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0075_STAMPING: K 364 1961
 LG0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0075+STABILITY: SURFACE MOTION
 LG0075
 LG0075  HISTORY     - Date     Condition        Report By
 LG0075  HISTORY     - 1961     MONUMENTED       CGS
 LG0075  HISTORY     - 1964     GOOD             NGPCA
 LG0075
 LG0075                          STATION DESCRIPTION
 LG0075
 LG0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0075'2.3 MI NW FROM AVOCA.
 LG0075'1.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0075'STATION AT AVOCA, TO U.S. HIGHWAY 34, THENCE 1.1 MILE EAST
 LG0075'ALONG THE HIGHWAY TO A GRAVEL ROAD CROSSING, 110 FEET NORTH OF
 LG0075'THE CENTER OF CROSSING, 104.2 FEET NORTH OF THE CENTER LINE
 LG0075'OF U.S. HIGHWAY 34, 55.0 FEET NORTH OF A POWER POLE WITH ONE
 LG0075'GUY WIRE, 25.0 FEET WEST OF CENTER OF A GRAVEL ROAD, 23.4
 LG0075'FEET NORTH OF THE NORTH GATE POST OF A WIRE GATE, 0.11 FOOT
 LG0075'EAST OF FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST WITH
 LG0075'SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES
 LG0075'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LG0075
 LG0075                          STATION RECOVERY (1964)
 LG0075
 LG0075'RECOVERY NOTE BY NATURAL GAS CO 1964
 LG0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0468 ***********************************************************************
 LG0468  DESIGNATION -  K 365
 LG0468  PID         -  LG0468
 LG0468  STATE/COUNTY-  NE/SALINE
 LG0468  USGS QUAD   -  PLEASANT HILL (1964)
 LG0468
 LG0468                         *CURRENT SURVEY CONTROL
 LG0468  ___________________________________________________________________
 LG0468* NAD 83(1986)-  40 35 47.     (N)    097 07 21.     (W)     SCALED    
 LG0468* NAVD 88     -       440.158  (meters)    1444.09   (feet)  ADJUSTED  
 LG0468  ___________________________________________________________________
 LG0468  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 LG0468  DYNAMIC HT  -         439.914 (meters)    1443.28  (feet)  COMP
 LG0468  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 LG0468
 LG0468  VERT ORDER  -  SECOND    CLASS 0
 LG0468
 LG0468.The horizontal coordinates were scaled from a topographic map and have
 LG0468.an estimated accuracy of +/- 6 seconds.
 LG0468
 LG0468.The orthometric height was determined by differential leveling
 LG0468.and adjusted by the National Geodetic Survey in June 1991..
 LG0468
 LG0468.The geoid height was determined by GEOID03.
 LG0468
 LG0468.The dynamic height is computed by dividing the NAVD 88
 LG0468.geopotential number by the normal gravity value computed on the
 LG0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0468.degrees latitude (g = 980.6199 gals.).
 LG0468
 LG0468.The modeled gravity was interpolated from observed gravity values.
 LG0468
 LG0468;                    North         East    Units  Estimated Accuracy
 LG0468;SPC NE       -    88,770.      743,470.      MT  (+/- 180 meters Scaled)
 LG0468
 LG0468                          SUPERSEDED SURVEY CONTROL
 LG0468
 LG0468  NGVD 29 (??/??/92)  439.998  (m)         1443.56   (f) ADJ UNCH    2 0
 LG0468
 LG0468.Superseded values are not recommended for survey control.
 LG0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0468.See file dsdata.txt to determine how the superseded data were derived.
 LG0468
 LG0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK588956(NAD 83)
 LG0468_MARKER: DB = BENCH MARK DISK
 LG0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0468_STAMPING: K 365 1961
 LG0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0468+STABILITY: SURFACE MOTION
 LG0468
 LG0468  HISTORY     - Date     Condition        Report By
 LG0468  HISTORY     - 1961     MONUMENTED       CGS
 LG0468
 LG0468                          STATION DESCRIPTION
 LG0468
 LG0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0468'3.8 MI S FROM DORCHESTER.
 LG0468'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0468'FROM THE STATION AT DORCHESTER, THENCE 3.5 MILES SOUTH ALONG
 LG0468'STATE HIGHWAY 15, 82.2 FEET SOUTHWEST OF A T INTERSECTION, 33
 LG0468'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 9.6 FEET SOUTH OF A
 LG0468'FENCE CORNER, 2 FEET WEST OF A FENCE, 2 FEET SOUTH OF A METAL
 LG0468'WITNESS POST WITH SIGN, 3 FEET LOWER THAN THE ROAD, SET IN TOP
 LG0468'OF A SQUARE CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0021 ***********************************************************************
 NN0021  DESIGNATION -  K 37
 NN0021  PID         -  NN0021
 NN0021  STATE/COUNTY-  NE/KNOX
 NN0021  USGS QUAD   -  NIOBRARA (1950)
 NN0021
 NN0021                         *CURRENT SURVEY CONTROL
 NN0021  ___________________________________________________________________
 NN0021* NAD 83(1986)-  42 47 27.     (N)    098 07 19.     (W)     SCALED    
 NN0021* NAVD 88     -       375.739  (meters)    1232.74   (feet)  ADJUSTED  
 NN0021  ___________________________________________________________________
 NN0021  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NN0021  DYNAMIC HT  -         375.613 (meters)    1232.32  (feet)  COMP
 NN0021  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 NN0021
 NN0021  VERT ORDER  -  SECOND    CLASS 0
 NN0021
 NN0021.The horizontal coordinates were scaled from a topographic map and have
 NN0021.an estimated accuracy of +/- 6 seconds.
 NN0021
 NN0021.The orthometric height was determined by differential leveling
 NN0021.and adjusted by the National Geodetic Survey in June 1991..
 NN0021
 NN0021.The geoid height was determined by GEOID03.
 NN0021
 NN0021.The dynamic height is computed by dividing the NAVD 88
 NN0021.geopotential number by the normal gravity value computed on the
 NN0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0021.degrees latitude (g = 980.6199 gals.).
 NN0021
 NN0021.The modeled gravity was interpolated from observed gravity values.
 NN0021
 NN0021;                    North         East    Units  Estimated Accuracy
 NN0021;SPC NE       -   330,050.      653,630.      MT  (+/- 180 meters Scaled)
 NN0021
 NN0021                          SUPERSEDED SURVEY CONTROL
 NN0021
 NN0021  NGVD 29 (??/??/92)  375.516  (m)         1232.01   (f) ADJ UNCH    2 0
 NN0021
 NN0021.Superseded values are not recommended for survey control.
 NN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0021.See file dsdata.txt to determine how the superseded data were derived.
 NN0021
 NN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN718379(NAD 83)
 NN0021_MARKER: DB = BENCH MARK DISK
 NN0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0021_STAMPING: K-37 1934
 NN0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0021+STABILITY: SURFACE MOTION
 NN0021
 NN0021  HISTORY     - Date     Condition        Report By
 NN0021  HISTORY     - 1934     MONUMENTED       CGS
 NN0021
 NN0021                          STATION DESCRIPTION
 NN0021
 NN0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0021'4 MI SW FROM VERDEL.
 NN0021'LOCATED 4 MILES SOUTHEAST OF STATION AT VERDEL, 5.2 MILES NORTHWEST
 NN0021'OF STATION AT NIOBRARA, 42 YARDS NORTHWEST OF NORTH END OF
 NN0021'TRESTLE NO. F-168, 49.3 FEET SOUTHWEST OF SOUTHWEST RAIL, 52 FEET
 NN0021'WEST OF CENTERLINE OF R.R. CROSSING, 12.9 FEET SOUTHEAST OF GATE
 NN0021'POST, 1.2 FEET EAST OF FENCE.  STANDARD TABLET SET IN TOP OF
 NN0021'CONCRETE POST 1 INCH HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1275 ***********************************************************************
 NM1275  DESIGNATION -  K 38
 NM1275  PID         -  NM1275
 NM1275  STATE/COUNTY-  NE/PIERCE
 NM1275  USGS QUAD   -  PLAINVIEW (1963)
 NM1275
 NM1275                         *CURRENT SURVEY CONTROL
 NM1275  ___________________________________________________________________
 NM1275* NAD 83(1986)-  42 21 03.     (N)    097 47 23.     (W)     SCALED    
 NM1275* NAVD 88     -       512.123  (meters)    1680.19   (feet)  ADJUSTED  
 NM1275  ___________________________________________________________________
 NM1275  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 NM1275  DYNAMIC HT  -         511.933 (meters)    1679.57  (feet)  COMP
 NM1275  MODELED GRAV-     980,235.0   (mgal)                       NAVD 88
 NM1275
 NM1275  VERT ORDER  -  SECOND    CLASS 0
 NM1275
 NM1275.The horizontal coordinates were scaled from a topographic map and have
 NM1275.an estimated accuracy of +/- 6 seconds.
 NM1275
 NM1275.The orthometric height was determined by differential leveling
 NM1275.and adjusted by the National Geodetic Survey in June 1991..
 NM1275
 NM1275.The geoid height was determined by GEOID03.
 NM1275
 NM1275.The dynamic height is computed by dividing the NAVD 88
 NM1275.geopotential number by the normal gravity value computed on the
 NM1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1275.degrees latitude (g = 980.6199 gals.).
 NM1275
 NM1275.The modeled gravity was interpolated from observed gravity values.
 NM1275
 NM1275;                    North         East    Units  Estimated Accuracy
 NM1275;SPC NE       -   281,840.      682,050.      MT  (+/- 180 meters Scaled)
 NM1275
 NM1275                          SUPERSEDED SURVEY CONTROL
 NM1275
 NM1275  NGVD 29 (??/??/92)  511.939  (m)         1679.59   (f) ADJ UNCH    2 0
 NM1275
 NM1275.Superseded values are not recommended for survey control.
 NM1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1275.See file dsdata.txt to determine how the superseded data were derived.
 NM1275
 NM1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM996894(NAD 83)
 NM1275_MARKER: DB = BENCH MARK DISK
 NM1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1275_STAMPING: K-38--1934
 NM1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1275+STABILITY: SURFACE MOTION
 NM1275
 NM1275  HISTORY     - Date     Condition        Report By
 NM1275  HISTORY     - 1934     MONUMENTED       CGS
 NM1275  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1275
 NM1275                          STATION DESCRIPTION
 NM1275
 NM1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1275'AT PLAINVIEW.
 NM1275'LOCATED AT PLAINVIEW, IN SOUTHEAST CORNER OF CITY PARK, 98 YARDS
 NM1275'SOUTHEAST OF GRAND-STAND, 104 FEET WEST OF CENTERLINE OF (N AND S)
 NM1275'STREET, 40.5 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY 20.
 NM1275'STANDARD TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH.
 NM1275
 NM1275                          STATION RECOVERY (1999)
 NM1275
 NM1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1275'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1441 ***********************************************************************
 NM1441  DESIGNATION -  K 39
 NM1441  PID         -  NM1441
 NM1441  STATE/COUNTY-  NE/KNOX
 NM1441  USGS QUAD   -  BLOOMFIELD NE (1968)
 NM1441
 NM1441                         *CURRENT SURVEY CONTROL
 NM1441  ___________________________________________________________________
 NM1441* NAD 83(1986)-  42 44 09.     (N)    097 30 19.     (W)     SCALED    
 NM1441* NAVD 88     -       433.599  (meters)    1422.57   (feet)  ADJUSTED  
 NM1441  ___________________________________________________________________
 NM1441  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 NM1441  DYNAMIC HT  -         433.462 (meters)    1422.12  (feet)  COMP
 NM1441  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 NM1441
 NM1441  VERT ORDER  -  SECOND    CLASS 0
 NM1441
 NM1441.The horizontal coordinates were scaled from a topographic map and have
 NM1441.an estimated accuracy of +/- 6 seconds.
 NM1441
 NM1441.The orthometric height was determined by differential leveling
 NM1441.and adjusted by the National Geodetic Survey in June 1991..
 NM1441
 NM1441.The geoid height was determined by GEOID03.
 NM1441
 NM1441.The dynamic height is computed by dividing the NAVD 88
 NM1441.geopotential number by the normal gravity value computed on the
 NM1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1441.degrees latitude (g = 980.6199 gals.).
 NM1441
 NM1441.The modeled gravity was interpolated from observed gravity values.
 NM1441
 NM1441;                    North         East    Units  Estimated Accuracy
 NM1441;SPC NE       -   325,220.      704,240.      MT  (+/- 180 meters Scaled)
 NM1441
 NM1441                          SUPERSEDED SURVEY CONTROL
 NM1441
 NM1441  NGVD 29 (??/??/92)  433.388  (m)         1421.87   (f) ADJ UNCH    2 0
 NM1441
 NM1441.Superseded values are not recommended for survey control.
 NM1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1441.See file dsdata.txt to determine how the superseded data were derived.
 NM1441
 NM1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN223325(NAD 83)
 NM1441_MARKER: DB = BENCH MARK DISK
 NM1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1441_STAMPING: K 39 1934
 NM1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1441+STABILITY: SURFACE MOTION
 NM1441
 NM1441  HISTORY     - Date     Condition        Report By
 NM1441  HISTORY     - 1934     MONUMENTED       CGS
 NM1441
 NM1441                          STATION DESCRIPTION
 NM1441
 NM1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1441'0.5 MI N FROM CROFTON.
 NM1441'0.5 MILE NORTH OF THE JUNCTION OF STATE HWY. 12 AND U.S. HIGHWAY
 NM1441'81 AT CROFTON, 31 FEET WEST OF CENTERLINE OF HIGHWAY, 2 FEET
 NM1441'NORTH OF CORNER FENCE POST IN SECTION LINE FENCE.  STANDARD
 NM1441'TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH, STAMPED K
 NM1441'39 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0456 ***********************************************************************
 NP0456  DESIGNATION -  K 4
 NP0456  PID         -  NP0456
 NP0456  STATE/COUNTY-  NE/SIOUX
 NP0456  USGS QUAD   -  HARRISON EAST (1979)
 NP0456
 NP0456                         *CURRENT SURVEY CONTROL
 NP0456  ___________________________________________________________________
 NP0456* NAD 83(1986)-  42 40 57.     (N)    103 51 19.     (W)     SCALED    
 NP0456* NAVD 88     -      1483.161  (meters)    4866.00   (feet)  ADJUSTED  
 NP0456  ___________________________________________________________________
 NP0456  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 NP0456  DYNAMIC HT  -        1482.288 (meters)    4863.14  (feet)  COMP
 NP0456  MODELED GRAV-     979,979.8   (mgal)                       NAVD 88
 NP0456
 NP0456  VERT ORDER  -  FIRST     CLASS II
 NP0456
 NP0456.The horizontal coordinates were scaled from a topographic map and have
 NP0456.an estimated accuracy of +/- 6 seconds.
 NP0456
 NP0456.The orthometric height was determined by differential leveling
 NP0456.and adjusted by the National Geodetic Survey in June 1991..
 NP0456
 NP0456.The geoid height was determined by GEOID03.
 NP0456
 NP0456.The dynamic height is computed by dividing the NAVD 88
 NP0456.geopotential number by the normal gravity value computed on the
 NP0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0456.degrees latitude (g = 980.6199 gals.).
 NP0456
 NP0456.The modeled gravity was interpolated from observed gravity values.
 NP0456
 NP0456;                    North         East    Units  Estimated Accuracy
 NP0456;SPC NE       -   323,400.      184,170.      MT  (+/- 180 meters Scaled)
 NP0456
 NP0456                          SUPERSEDED SURVEY CONTROL
 NP0456
 NP0456  NGVD 29 (??/??/92) 1482.479  (m)         4863.77   (f) ADJ UNCH    1 2
 NP0456
 NP0456.Superseded values are not recommended for survey control.
 NP0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0456.See file dsdata.txt to determine how the superseded data were derived.
 NP0456
 NP0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH937261(NAD 83)
 NP0456_MARKER: H = DRILL HOLE
 NP0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0456_SP_SET: LIMESTONE POST
 NP0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0456+STABILITY: SURFACE MOTION
 NP0456
 NP0456  HISTORY     - Date     Condition        Report By
 NP0456  HISTORY     - UNK      MONUMENTED       CGS
 NP0456  HISTORY     - 1954     GOOD             NGS
 NP0456
 NP0456                          STATION DESCRIPTION
 NP0456
 NP0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NP0456'1.5 MI E FROM HARRISON.
 NP0456'1.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NP0456'THE STATION AT HARRISON, SIOUX COUNTY, 6-1/2 RAILS EAST OF THE
 NP0456'WEST END OF A SNOW FENCE, 2-1/2 RAILS EAST OF MILEPOST 459, 54
 NP0456'FEET NORTHWEST OF A POLE, 26 FEET NORTH OF THE LINE OF POLES, AND
 NP0456'27 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  THE BOTTOM OF A
 NP0456'SQUARE HOLE IN THE TOP OF AN INDIANA BEDFORD LIMESTONE POST,
 NP0456'SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1151 ***********************************************************************
 NM1151  DESIGNATION -  K 40
 NM1151  PID         -  NM1151
 NM1151  STATE/COUNTY-  NE/CEDAR
 NM1151  USGS QUAD   -  BELDEN (1971)
 NM1151
 NM1151                         *CURRENT SURVEY CONTROL
 NM1151  ___________________________________________________________________
 NM1151* NAD 83(1986)-  42 29 07.     (N)    097 10 32.     (W)     SCALED    
 NM1151* NAVD 88     -       464.189  (meters)    1522.93   (feet)  ADJUSTED  
 NM1151  ___________________________________________________________________
 NM1151  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 NM1151  DYNAMIC HT  -         464.021 (meters)    1522.38  (feet)  COMP
 NM1151  MODELED GRAV-     980,246.0   (mgal)                       NAVD 88
 NM1151
 NM1151  VERT ORDER  -  SECOND    CLASS 0
 NM1151
 NM1151.The horizontal coordinates were scaled from a topographic map and have
 NM1151.an estimated accuracy of +/- 6 seconds.
 NM1151
 NM1151.The orthometric height was determined by differential leveling
 NM1151.and adjusted by the National Geodetic Survey in June 1991..
 NM1151
 NM1151.The geoid height was determined by GEOID03.
 NM1151
 NM1151.The dynamic height is computed by dividing the NAVD 88
 NM1151.geopotential number by the normal gravity value computed on the
 NM1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1151.degrees latitude (g = 980.6199 gals.).
 NM1151
 NM1151.The modeled gravity was interpolated from observed gravity values.
 NM1151
 NM1151;                    North         East    Units  Estimated Accuracy
 NM1151;SPC NE       -   298,240.      732,130.      MT  (+/- 180 meters Scaled)
 NM1151
 NM1151                          SUPERSEDED SURVEY CONTROL
 NM1151
 NM1151  NGVD 29 (??/??/92)  463.979  (m)         1522.24   (f) ADJ UNCH    2 0
 NM1151
 NM1151.Superseded values are not recommended for survey control.
 NM1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1151.See file dsdata.txt to determine how the superseded data were derived.
 NM1151
 NM1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN499052(NAD 83)
 NM1151_MARKER: DB = BENCH MARK DISK
 NM1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1151_STAMPING: K-40 1934
 NM1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1151+STABILITY: SURFACE MOTION
 NM1151
 NM1151  HISTORY     - Date     Condition        Report By
 NM1151  HISTORY     - 1934     MONUMENTED       CGS
 NM1151  HISTORY     - 1966     GOOD             USGS
 NM1151
 NM1151                          STATION DESCRIPTION
 NM1151
 NM1151'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM1151'2 MI SE FROM COLERIDGE.
 NM1151'2 MI SE ALONG CHICAGO AND NORTHWESTERN RAILWAY FROM STATION AT
 NM1151'COLERIDGE, CEDAR COUNTY, ABOUT 0.1 MI N THENCE 0.25 MI NW
 NM1151'ALONG RAILROAD FROM COR SECS 14, 15, 22 AND 23, T-29 N.
 NM1151'R-2 W., OPPOSITE MILEPOST 22, 45.1 FT NE OF THE NE RAIL, 1.5 FT
 NM1151'SW OF RIGHT-OF-WAY FENCE, 1.5 FT S OF A METAL WITNESS SIGN, A
 NM1151'STD. DISK STAMPED K-40, 1934 AND SET IN THE TOP OF A CONC POST
 NM1151'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0554 ***********************************************************************
 NP0554  DESIGNATION -  K 416
 NP0554  PID         -  NP0554
 NP0554  STATE/COUNTY-  NE/SIOUX
 NP0554  USGS QUAD   -  ORELLA (1980)
 NP0554
 NP0554                         *CURRENT SURVEY CONTROL
 NP0554  ___________________________________________________________________
 NP0554* NAD 83(1986)-  42 54 03.     (N)    103 34 26.     (W)     SCALED    
 NP0554* NAVD 88     -      1160.087  (meters)    3806.05   (feet)  ADJUSTED  
 NP0554  ___________________________________________________________________
 NP0554  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 NP0554  DYNAMIC HT  -        1159.512 (meters)    3804.17  (feet)  COMP
 NP0554  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 NP0554
 NP0554  VERT ORDER  -  FIRST     CLASS II
 NP0554
 NP0554.The horizontal coordinates were scaled from a topographic map and have
 NP0554.an estimated accuracy of +/- 6 seconds.
 NP0554
 NP0554.The orthometric height was determined by differential leveling
 NP0554.and adjusted by the National Geodetic Survey in June 1991..
 NP0554
 NP0554.The geoid height was determined by GEOID03.
 NP0554
 NP0554.The dynamic height is computed by dividing the NAVD 88
 NP0554.geopotential number by the normal gravity value computed on the
 NP0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0554.degrees latitude (g = 980.6199 gals.).
 NP0554
 NP0554.The modeled gravity was interpolated from observed gravity values.
 NP0554
 NP0554;                    North         East    Units  Estimated Accuracy
 NP0554;SPC NE       -   346,640.      208,210.      MT  (+/- 180 meters Scaled)
 NP0554
 NP0554                          SUPERSEDED SURVEY CONTROL
 NP0554
 NP0554.No superseded survey control is available for this station.
 NP0554
 NP0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH164507(NAD 83)
 NP0554_MARKER: I = METAL ROD
 NP0554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0554_SP_SET: STAINLESS STEEL ROD
 NP0554_STAMPING: K 416 1985
 NP0554_MARK LOGO: NGS   
 NP0554_PROJECTION: FLUSH
 NP0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0554_ROD/PIPE-DEPTH: 9.8  meters
 NP0554
 NP0554  HISTORY     - Date     Condition        Report By
 NP0554  HISTORY     - 1985     MONUMENTED       NGS
 NP0554
 NP0554                          STATION DESCRIPTION
 NP0554
 NP0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0554'33.5 KM (20.8 MI) NORTH FROM CRAWFORD.
 NP0554'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0554'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0554'ALONG STATE ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL
 NP0554'ROAD, THENCE 3.7 KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16
 NP0554'KM (0.1 MI) EAST ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN
 NP0554'RAILROAD, THENCE 21.7 KM (13.45 MI) NORTH ALONG THE EAST SIDE OF THE
 NP0554'TRACKS, AT A DIRT ROAD LEADING EAST (SUGAR LOAF ROAD), 15.5 METERS
 NP0554'(50.7 FT) EAST OF THE CENTER OF THE ROAD, 9.4 METERS (30.7 FT) NORTH
 NP0554'OF THE CENTER OF THE DIRT ROAD LEADING EAST AND 0.3 METER (1 FT) WEST
 NP0554'OF A FENCE CORNER.
 NP0554'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NP0554'THE MARK IS 1.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0344 ***********************************************************************
 MN0344  DESIGNATION -  K 417
 MN0344  PID         -  MN0344
 MN0344  STATE/COUNTY-  NE/MORRILL
 MN0344  USGS QUAD   -  ANGORA (1965)
 MN0344
 MN0344                         *CURRENT SURVEY CONTROL
 MN0344  ___________________________________________________________________
 MN0344* NAD 83(1986)-  41 48 20.     (N)    103 09 11.     (W)     SCALED    
 MN0344* NAVD 88     -      1292.719  (meters)    4241.20   (feet)  ADJUSTED  
 MN0344  ___________________________________________________________________
 MN0344  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 MN0344  DYNAMIC HT  -        1291.875 (meters)    4238.43  (feet)  COMP
 MN0344  MODELED GRAV-     979,925.0   (mgal)                       NAVD 88
 MN0344
 MN0344  VERT ORDER  -  FIRST     CLASS II
 MN0344
 MN0344.The horizontal coordinates were scaled from a topographic map and have
 MN0344.an estimated accuracy of +/- 6 seconds.
 MN0344
 MN0344.The orthometric height was determined by differential leveling
 MN0344.and adjusted by the National Geodetic Survey in June 1991..
 MN0344
 MN0344.The geoid height was determined by GEOID03.
 MN0344
 MN0344.The dynamic height is computed by dividing the NAVD 88
 MN0344.geopotential number by the normal gravity value computed on the
 MN0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0344.degrees latitude (g = 980.6199 gals.).
 MN0344
 MN0344.The modeled gravity was interpolated from observed gravity values.
 MN0344
 MN0344;                    North         East    Units  Estimated Accuracy
 MN0344;SPC NE       -   223,740.      238,120.      MT  (+/- 180 meters Scaled)
 MN0344
 MN0344                          SUPERSEDED SURVEY CONTROL
 MN0344
 MN0344.No superseded survey control is available for this station.
 MN0344
 MN0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG534298(NAD 83)
 MN0344_MARKER: I = METAL ROD
 MN0344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0344_SP_SET: STAINLESS STEEL ROD
 MN0344_STAMPING: K 417 1985
 MN0344_MARK LOGO: NGS   
 MN0344_PROJECTION: RECESSED 2 CENTIMETERS
 MN0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0344_ROD/PIPE-DEPTH: 6.1  meters
 MN0344
 MN0344  HISTORY     - Date     Condition        Report By
 MN0344  HISTORY     - 1985     MONUMENTED       NGS
 MN0344
 MN0344                          STATION DESCRIPTION
 MN0344
 MN0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0344'5.8 KM (3.6 MI) SW FROM ANGORA.
 MN0344'0.08 KM (0.05 MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 MN0344'ANGORA, THENCE 5.71 KM (3.55 MI) SOUTHWEST ALONG US HIGHWAY 385, 0.70
 MN0344'KM (0.45 MI) SOUTHWEST OF THE JUNCTION OF COUNTY ROAD 62 A LINK
 MN0344'LEADING TO SCOTTSBLUFF, AT THE SOUTHWEST END OF A SMALL CUT, 23.2
 MN0344'METERS (76 FT) EAST OF THE HIGHWAY CENTERLINE, 26.2 METERS (85.9 FT)
 MN0344'NORTH OF A CONCRETE RIGHT OF WAY MARKER AND 0.7 METER (2.3 FT) WEST OF
 MN0344'A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 MN0344'CAP.
 MN0344'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 MN0344'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0374 ***********************************************************************
 MN0374  DESIGNATION -  K 418
 MN0374  PID         -  MN0374
 MN0374  STATE/COUNTY-  NE/CHEYENNE
 MN0374  USGS QUAD   -  SIDNEY (1972)
 MN0374
 MN0374                         *CURRENT SURVEY CONTROL
 MN0374  ___________________________________________________________________
 MN0374* NAD 83(1986)-  41 14 10.     (N)    102 58 22.     (W)     SCALED    
 MN0374* NAVD 88     -      1300.732  (meters)    4267.48   (feet)  ADJUSTED  
 MN0374  ___________________________________________________________________
 MN0374  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 MN0374  DYNAMIC HT  -        1299.813 (meters)    4264.47  (feet)  COMP
 MN0374  MODELED GRAV-     979,872.0   (mgal)                       NAVD 88
 MN0374
 MN0374  VERT ORDER  -  FIRST     CLASS II
 MN0374
 MN0374.The horizontal coordinates were scaled from a topographic map and have
 MN0374.an estimated accuracy of +/- 6 seconds.
 MN0374
 MN0374.The orthometric height was determined by differential leveling
 MN0374.and adjusted by the National Geodetic Survey in June 1991..
 MN0374
 MN0374.The geoid height was determined by GEOID03.
 MN0374
 MN0374.The dynamic height is computed by dividing the NAVD 88
 MN0374.geopotential number by the normal gravity value computed on the
 MN0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0374.degrees latitude (g = 980.6199 gals.).
 MN0374
 MN0374.The modeled gravity was interpolated from observed gravity values.
 MN0374
 MN0374;                    North         East    Units  Estimated Accuracy
 MN0374;SPC NE       -   160,030.      250,910.      MT  (+/- 180 meters Scaled)
 MN0374
 MN0374                          SUPERSEDED SURVEY CONTROL
 MN0374
 MN0374.No superseded survey control is available for this station.
 MN0374
 MN0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF698669(NAD 83)
 MN0374_MARKER: I = METAL ROD
 MN0374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0374_SP_SET: STAINLESS STEEL ROD
 MN0374_STAMPING: K 418 1985
 MN0374_MARK LOGO: NGS   
 MN0374_PROJECTION: FLUSH
 MN0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0374_ROD/PIPE-DEPTH: 6.7  meters
 MN0374
 MN0374  HISTORY     - Date     Condition        Report By
 MN0374  HISTORY     - 1985     MONUMENTED       NGS
 MN0374
 MN0374                          STATION DESCRIPTION
 MN0374
 MN0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0374'9.4 KM (5.85 MI) SOUTH FROM GURLEY.
 MN0374'9.41 KM (5.85 MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN
 MN0374'STREET AT GURLEY, AT A GRAVEL CROSS ROADS, 25.9 METERS (84.8 FT) EAST
 MN0374'OF THE HIGHWAY CENTERLINE, 45.1 METERS (148 FT) NORTH OF THE CENTER OF
 MN0374'THE ROAD, 34.8 METERS (114 FT) NORTH OF A FENCE CORNER, 35.1 METERS
 MN0374'(115 FT) NORTH OF A TELEPHONE CABLE JUNCTION BOX AND 0.3 METER (1 FT)
 MN0374'WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MN0374'LOGO CAP.
 MN0374'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MN0374'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0339 ***********************************************************************
 MM0339  DESIGNATION -  K 422
 MM0339  PID         -  MM0339
 MM0339  STATE/COUNTY-  NE/KEITH
 MM0339  USGS QUAD   -  BRULE (1961)
 MM0339
 MM0339                         *CURRENT SURVEY CONTROL
 MM0339  ___________________________________________________________________
 MM0339* NAD 83(1986)-  41 05 27.     (N)    101 56 27.     (W)     SCALED    
 MM0339* NAVD 88     -      1014.740  (meters)    3329.19   (feet)  ADJUSTED  
 MM0339  ___________________________________________________________________
 MM0339  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 MM0339  DYNAMIC HT  -        1014.096 (meters)    3327.08  (feet)  COMP
 MM0339  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 MM0339
 MM0339  VERT ORDER  -  FIRST     CLASS II
 MM0339
 MM0339.The horizontal coordinates were scaled from a topographic map and have
 MM0339.an estimated accuracy of +/- 6 seconds.
 MM0339
 MM0339.The orthometric height was determined by differential leveling
 MM0339.and adjusted by the National Geodetic Survey in June 1991..
 MM0339
 MM0339.The geoid height was determined by GEOID03.
 MM0339
 MM0339.The dynamic height is computed by dividing the NAVD 88
 MM0339.geopotential number by the normal gravity value computed on the
 MM0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0339.degrees latitude (g = 980.6199 gals.).
 MM0339
 MM0339.The modeled gravity was interpolated from observed gravity values.
 MM0339
 MM0339;                    North         East    Units  Estimated Accuracy
 MM0339;SPC NE       -   141,450.      337,000.      MT  (+/- 180 meters Scaled)
 MM0339
 MM0339                          SUPERSEDED SURVEY CONTROL
 MM0339
 MM0339  NGVD 29 (02/14/92) 1014.290  (m)         3327.72   (f) ADJUSTED    1 2
 MM0339
 MM0339.Superseded values are not recommended for survey control.
 MM0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0339.See file dsdata.txt to determine how the superseded data were derived.
 MM0339
 MM0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL529530(NAD 83)
 MM0339_MARKER: I = METAL ROD
 MM0339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0339_SP_SET: STAINLESS STEEL ROD
 MM0339_STAMPING: K 422 1986
 MM0339_MARK LOGO: NGS   
 MM0339_PROJECTION: FLUSH
 MM0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0339_ROD/PIPE-DEPTH: 18.3 meters
 MM0339
 MM0339  HISTORY     - Date     Condition        Report By
 MM0339  HISTORY     - 1986     MONUMENTED       NGS
 MM0339
 MM0339                          STATION DESCRIPTION
 MM0339
 MM0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0339'4.6 KM (2.85 MI) WEST FROM BRULE.
 MM0339'4.6 KM (2.85 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0339'ROUTE 51 A IN BRULE, AT A SECTION LINE TRACK ROAD LEADING SOUTH AND
 MM0339'IN-LINE WITH A NORTH SOUTH POWER LINE, 30.5 METERS (100 FT) SOUTH OF
 MM0339'THE HIGHWAY CENTERLINE, 7.6 METERS (25 FT) EAST OF THE CENTER OF THE
 MM0339'ROAD, 3.7 METERS (12 FT) NORTH-NORTHEAST OF A POWER LINE, 0.3 METER (1
 MM0339'FT) NORTHEAST OF A CONCRETE RIGHT OF WAY POST AND A STEEL GRADER BLADE
 MM0339'AND 0.5 METER (1.8 FT) NORTH OF A WOODEN FENCE POST.  NOTE--ACCESS TO
 MM0339'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0339'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 MM0339'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0959 ***********************************************************************
 LH0959  DESIGNATION -  K 423
 LH0959  PID         -  LH0959
 LH0959  STATE/COUNTY-  NE/FURNAS
 LH0959  USGS QUAD   -  HENDLEY (1958)
 LH0959
 LH0959                         *CURRENT SURVEY CONTROL
 LH0959  ___________________________________________________________________
 LH0959* NAD 83(1986)-  40 13 13.     (N)    099 53 33.     (W)     SCALED    
 LH0959* NAVD 88     -       713.419  (meters)    2340.61   (feet)  ADJUSTED  
 LH0959  ___________________________________________________________________
 LH0959  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 LH0959  DYNAMIC HT  -         712.964 (meters)    2339.12  (feet)  COMP
 LH0959  MODELED GRAV-     979,964.7   (mgal)                       NAVD 88
 LH0959
 LH0959  VERT ORDER  -  FIRST     CLASS II
 LH0959
 LH0959.The horizontal coordinates were scaled from a topographic map and have
 LH0959.an estimated accuracy of +/- 6 seconds.
 LH0959
 LH0959.The orthometric height was determined by differential leveling
 LH0959.and adjusted by the National Geodetic Survey in June 1991..
 LH0959
 LH0959.The geoid height was determined by GEOID03.
 LH0959
 LH0959.The dynamic height is computed by dividing the NAVD 88
 LH0959.geopotential number by the normal gravity value computed on the
 LH0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0959.degrees latitude (g = 980.6199 gals.).
 LH0959
 LH0959.The modeled gravity was interpolated from observed gravity values.
 LH0959
 LH0959;                    North         East    Units  Estimated Accuracy
 LH0959;SPC NE       -    42,970.      509,150.      MT  (+/- 180 meters Scaled)
 LH0959
 LH0959                          SUPERSEDED SURVEY CONTROL
 LH0959
 LH0959  NGVD 29 (02/14/92)  713.130  (m)         2339.66   (f) ADJUSTED    1 2
 LH0959
 LH0959.Superseded values are not recommended for survey control.
 LH0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0959.See file dsdata.txt to determine how the superseded data were derived.
 LH0959
 LH0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK240525(NAD 83)
 LH0959_MARKER: I = METAL ROD
 LH0959_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0959_SP_SET: STAINLESS STEEL ROD
 LH0959_STAMPING: K 423 1986
 LH0959_MARK LOGO: NGS   
 LH0959_PROJECTION: FLUSH
 LH0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0959_ROD/PIPE-DEPTH: 12.2 meters
 LH0959
 LH0959  HISTORY     - Date     Condition        Report By
 LH0959  HISTORY     - 1986     MONUMENTED       NGS
 LH0959
 LH0959                          STATION DESCRIPTION
 LH0959
 LH0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0959'9.6 KM (5.95 MI) SOUTH FROM ARAPAHOE.
 LH0959'9.65 KM (6.0 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0959'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE NORTHWEST CORNER OF THE JUNCTION
 LH0959'OF A DIRT ROAD, 0.19 KM (0.12 MI) NORTH OF MILEPOST 15, 20.3 METERS
 LH0959'(66.5 FT) WEST OF THE HIGHWAY CENTERLINE, 98.1 METERS (322 FT) NORTH
 LH0959'OF THE CENTER OF THE ROAD AND 1.2 METERS (4 FT) EAST OF THE 1ST POWER
 LH0959'POLE NORTH OF THE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0959'5-INCH LOGO CAP.
 LH0959'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0959'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0313 ***********************************************************************
 MM0313  DESIGNATION -  K 424
 MM0313  PID         -  MM0313
 MM0313  STATE/COUNTY-  NE/LINCOLN
 MM0313  USGS QUAD   -  HERSHEY WEST (1971)
 MM0313
 MM0313                         *CURRENT SURVEY CONTROL
 MM0313  ___________________________________________________________________
 MM0313* NAD 83(1986)-  41 09 45.     (N)    101 01 17.     (W)     SCALED    
 MM0313* NAVD 88     -       886.746  (meters)    2909.27   (feet)  ADJUSTED  
 MM0313  ___________________________________________________________________
 MM0313  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 MM0313  DYNAMIC HT  -         886.218 (meters)    2907.53  (feet)  COMP
 MM0313  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 MM0313
 MM0313  VERT ORDER  -  FIRST     CLASS II
 MM0313
 MM0313.The horizontal coordinates were scaled from a topographic map and have
 MM0313.an estimated accuracy of +/- 6 seconds.
 MM0313
 MM0313.The orthometric height was determined by differential leveling
 MM0313.and adjusted by the National Geodetic Survey in June 1991..
 MM0313
 MM0313.The geoid height was determined by GEOID03.
 MM0313
 MM0313.The dynamic height is computed by dividing the NAVD 88
 MM0313.geopotential number by the normal gravity value computed on the
 MM0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0313.degrees latitude (g = 980.6199 gals.).
 MM0313
 MM0313.The modeled gravity was interpolated from observed gravity values.
 MM0313
 MM0313;                    North         East    Units  Estimated Accuracy
 MM0313;SPC NE       -   148,080.      414,310.      MT  (+/- 180 meters Scaled)
 MM0313
 MM0313                          SUPERSEDED SURVEY CONTROL
 MM0313
 MM0313  NGVD 29 (02/14/92)  886.364  (m)         2908.01   (f) ADJUSTED    1 2
 MM0313
 MM0313.Superseded values are not recommended for survey control.
 MM0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0313.See file dsdata.txt to determine how the superseded data were derived.
 MM0313
 MM0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL304587(NAD 83)
 MM0313_MARKER: I = METAL ROD
 MM0313_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0313_SP_SET: STAINLESS STEEL ROD
 MM0313_STAMPING: K 424 1986
 MM0313_MARK LOGO: NGS   
 MM0313_PROJECTION: FLUSH
 MM0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0313_ROD/PIPE-DEPTH: 19.2 meters
 MM0313
 MM0313  HISTORY     - Date     Condition        Report By
 MM0313  HISTORY     - 1986     MONUMENTED       NGS
 MM0313
 MM0313                          STATION DESCRIPTION
 MM0313
 MM0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0313'1.6 KM (1.0 MI) WEST FROM HERSHEY.
 MM0313'1.58 KM (1.0 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0313'HIGHWAY 56 C AT HERSHEY, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A
 MM0313'GRAVEL ROAD, 0.37 KM (0.23 MI) EAST OF MILEPOST 163, 21.3 METERS (70
 MM0313'FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.5 METERS (15 FT) SOUTH OF THE
 MM0313'EAST END OF A 24-INCH METAL PIPE CULVERT, 3.8 METERS (12.5 FT) EAST OF
 MM0313'THE CENTER OF THE ROAD AND 0.3 METER (1 FT) WEST OF THE WEST END OF A
 MM0313'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0313'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MM0313'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0981 ***********************************************************************
 LH0981  DESIGNATION -  K 425
 LH0981  PID         -  LH0981
 LH0981  STATE/COUNTY-  NE/GOSPER
 LH0981  USGS QUAD   -  ELWOOD (1983)
 LH0981
 LH0981                         *CURRENT SURVEY CONTROL
 LH0981  ___________________________________________________________________
 LH0981* NAD 83(1986)-  40 36 19.     (N)    099 50 58.     (W)     SCALED    
 LH0981* NAVD 88     -       805.462  (meters)    2642.59   (feet)  ADJUSTED  
 LH0981  ___________________________________________________________________
 LH0981  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 LH0981  DYNAMIC HT  -         804.951 (meters)    2640.91  (feet)  COMP
 LH0981  MODELED GRAV-     979,964.7   (mgal)                       NAVD 88
 LH0981
 LH0981  VERT ORDER  -  FIRST     CLASS II
 LH0981
 LH0981.The horizontal coordinates were scaled from a topographic map and have
 LH0981.an estimated accuracy of +/- 6 seconds.
 LH0981
 LH0981.The orthometric height was determined by differential leveling
 LH0981.and adjusted by the National Geodetic Survey in June 1991..
 LH0981
 LH0981.The geoid height was determined by GEOID03.
 LH0981
 LH0981.The dynamic height is computed by dividing the NAVD 88
 LH0981.geopotential number by the normal gravity value computed on the
 LH0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0981.degrees latitude (g = 980.6199 gals.).
 LH0981
 LH0981.The modeled gravity was interpolated from observed gravity values.
 LH0981
 LH0981;                    North         East    Units  Estimated Accuracy
 LH0981;SPC NE       -    85,720.      512,740.      MT  (+/- 180 meters Scaled)
 LH0981
 LH0981                          SUPERSEDED SURVEY CONTROL
 LH0981
 LH0981  NGVD 29 (02/14/92)  805.159  (m)         2641.59   (f) ADJUSTED    1 2
 LH0981
 LH0981.Superseded values are not recommended for survey control.
 LH0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0981.See file dsdata.txt to determine how the superseded data were derived.
 LH0981
 LH0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK281952(NAD 83)
 LH0981_MARKER: I = METAL ROD
 LH0981_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0981_SP_SET: STAINLESS STEEL ROD
 LH0981_STAMPING: K 425 1986
 LH0981_MARK LOGO: NGS   
 LH0981_PROJECTION: FLUSH
 LH0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0981_ROD/PIPE-DEPTH: 13.4 meters
 LH0981
 LH0981  HISTORY     - Date     Condition        Report By
 LH0981  HISTORY     - 1986     MONUMENTED       NGS
 LH0981
 LH0981                          STATION DESCRIPTION
 LH0981
 LH0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0981'2.3 KM (1.4 MI) NORTH FROM ELWOOD.
 LH0981'2.37 KM (1.48 MI) NORTH ALONG US HIGHWAY 283 FROM THE COURTHOUSE AT
 LH0981'ELWOOD, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD AND THE
 LH0981'T JUNCTION OF A PRIVATE DRIVEWAY, 0.78 KM (0.49 MI) SOUTH OF MILEPOST
 LH0981'43, 19.2 METERS (63 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 7.6
 LH0981'METERS (25 FT) SOUTH OF THE CENTER OF THE DRIVEWAY, 1.8 METERS (6 FT)
 LH0981'NORTHEAST OF A POWER POLE USED AS A FENCE CORNER AND 0.9 METER (3 FT)
 LH0981'SOUTHWEST OF A RIGHT OF WAY MARKER.  NOTE--ACCESS TO DATUM POINT IS
 LH0981'HAD THROUGH A 5-INCH LOGO CAP.
 LH0981'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LH0981'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0349 ***********************************************************************
 LJ0349  DESIGNATION -  K 426
 LJ0349  PID         -  LJ0349
 LJ0349  STATE/COUNTY-  NE/DAWSON
 LJ0349  USGS QUAD   -  WILLOW ISLAND (1970)
 LJ0349
 LJ0349                         *CURRENT SURVEY CONTROL
 LJ0349  ___________________________________________________________________
 LJ0349* NAD 83(1986)-  40 54 07.     (N)    100 06 24.     (W)     SCALED    
 LJ0349* NAVD 88     -       774.002  (meters)    2539.37   (feet)  ADJUSTED  
 LJ0349  ___________________________________________________________________
 LJ0349  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 LJ0349  DYNAMIC HT  -         773.545 (meters)    2537.87  (feet)  COMP
 LJ0349  MODELED GRAV-     980,007.7   (mgal)                       NAVD 88
 LJ0349
 LJ0349  VERT ORDER  -  FIRST     CLASS II
 LJ0349
 LJ0349.The horizontal coordinates were scaled from a topographic map and have
 LJ0349.an estimated accuracy of +/- 6 seconds.
 LJ0349
 LJ0349.The orthometric height was determined by differential leveling
 LJ0349.and adjusted by the National Geodetic Survey in June 1991..
 LJ0349
 LJ0349.The geoid height was determined by GEOID03.
 LJ0349
 LJ0349.The dynamic height is computed by dividing the NAVD 88
 LJ0349.geopotential number by the normal gravity value computed on the
 LJ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0349.degrees latitude (g = 980.6199 gals.).
 LJ0349
 LJ0349.The modeled gravity was interpolated from observed gravity values.
 LJ0349
 LJ0349;                    North         East    Units  Estimated Accuracy
 LJ0349;SPC NE       -   118,650.      491,020.      MT  (+/- 180 meters Scaled)
 LJ0349
 LJ0349                          SUPERSEDED SURVEY CONTROL
 LJ0349
 LJ0349  NGVD 29 (02/14/92)  773.699  (m)         2538.38   (f) ADJUSTED    1 2
 LJ0349
 LJ0349.Superseded values are not recommended for survey control.
 LJ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0349.See file dsdata.txt to determine how the superseded data were derived.
 LJ0349
 LJ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML067284(NAD 83)
 LJ0349_MARKER: F = FLANGE-ENCASED ROD
 LJ0349_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0349_SP_SET: STAINLESS STEEL ROD
 LJ0349_STAMPING: K 426 1986
 LJ0349_MARK LOGO: NGS   
 LJ0349_PROJECTION: FLUSH
 LJ0349_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0349_ROD/PIPE-DEPTH: 12.2 meters
 LJ0349
 LJ0349  HISTORY     - Date     Condition        Report By
 LJ0349  HISTORY     - 1986     MONUMENTED       NGS
 LJ0349  HISTORY     - 19990311 GOOD             LOCSUR
 LJ0349
 LJ0349                          STATION DESCRIPTION
 LJ0349
 LJ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0349'5.5 KM (3.4 MI) SE FROM GOTHENBURG.
 LJ0349'5.48 KM (3.4 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF
 LJ0349'STATE HIGHWAY 47 AT GOTHENBURG, 0.39 KM (0.24 MI) NORTHWEST OF
 LJ0349'MILEPOST 217, 27.1 METERS (89 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 LJ0349'12.8 METERS (42 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 LJ0349'SET OF TRACKS OF THE UNION PACIFIC RAILROAD AND 0.8 METER (2.5 FT)
 LJ0349'NORTHWEST OF A TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LJ0349'THROUGH A 5-INCH LOGO CAP.
 LJ0349'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LJ0349'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LJ0349
 LJ0349                          STATION RECOVERY (1999)
 LJ0349
 LJ0349'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (UNK)
 LJ0349'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LJ0349'CONSTRUCTION.  BENCH MARK K 426 RESET, IN 1999, HAS BEEN ESTABLISHED
 LJ0349'NEARBY.  FOR ADDITONAL DETAILS, SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9330 ***********************************************************************
 AI9330  DESIGNATION -  K 426 RESET
 AI9330  PID         -  AI9330
 AI9330  STATE/COUNTY-  NE/DAWSON
 AI9330  USGS QUAD   -  WILLOW ISLAND (1970)
 AI9330
 AI9330                         *CURRENT SURVEY CONTROL
 AI9330  ___________________________________________________________________
 AI9330* NAD 83(1986)-  40 54 07.     (N)    100 06 24.     (W)     SCALED    
 AI9330* NAVD 88     -       774.84   (meters)    2542.1    (feet)  RESET     
 AI9330  ___________________________________________________________________
 AI9330  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AI9330
 AI9330  VERT ORDER  -  THIRD
 AI9330
 AI9330.The horizontal coordinates were scaled from a topographic map and have
 AI9330.an estimated accuracy of +/- 6 seconds.
 AI9330
 AI9330.The orthometric height was computed from unverified reset data.
 AI9330.No vertical observational check was made to the station.
 AI9330
 AI9330.The geoid height was determined by GEOID03.
 AI9330
 AI9330;                    North         East    Units  Estimated Accuracy
 AI9330;SPC NE       -   118,650.      491,020.      MT  (+/- 180 meters Scaled)
 AI9330
 AI9330                          SUPERSEDED SURVEY CONTROL
 AI9330
 AI9330.No superseded survey control is available for this station.
 AI9330
 AI9330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML067284(NAD 83)
 AI9330_MARKER: DV = VERTICAL CONTROL DISK
 AI9330_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI9330_SP_SET: MEDIUM CULVERT HEADWALL
 AI9330_STAMPING: K 426 RESET 1999
 AI9330_MARK LOGO: NGS   
 AI9330_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9330+STABILITY: SURFACE MOTION
 AI9330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9330+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9330
 AI9330  HISTORY     - Date     Condition        Report By
 AI9330  HISTORY     - 1999     MONUMENTED       LOCSUR
 AI9330
 AI9330                          STATION DESCRIPTION
 AI9330
 AI9330'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (UNK)
 AI9330'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 30 AND LAKE AVENUE, IN
 AI9330'GOTHENBURG, GO EAST ON HIGHWAY 30 AND ALONG THE UNION PACIFIC RAILROAD
 AI9330'FOR 3.3 MI (5.3 KM) TO THE BENCH MARK, IN THE NE1/4, SEC30, T11N, R24W
 AI9330'AND SET INTO THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 AI9330'CONCRETE BOX CULVERT UNDER THE TRACKS, 720 FT (219.5 M) EAST-SOUTHEAST
 AI9330'FROM THE CENTERLINE OF A PRIVATE DRIVE, 107 FT (32.6 M)
 AI9330'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 23.90 FT (7.28 M)
 AI9330'NORTH-NORTHEAST OF THE NORTHERNMOST RAIL OF 3 SETS OF TRACKS AND 0.75
 AI9330'FT (22.86 CM) SOUTH-SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2127 ***********************************************************************
 MK2127  DESIGNATION -  K 428
 MK2127  PID         -  MK2127
 MK2127  STATE/COUNTY-  NE/DOUGLAS
 MK2127  USGS QUAD   -  IRVINGTON (1984)
 MK2127
 MK2127                         *CURRENT SURVEY CONTROL
 MK2127  ___________________________________________________________________
 MK2127* NAD 83(1986)-  41 15 48.     (N)    096 04 32.     (W)     SCALED    
 MK2127* NAVD 88     -       343.626  (meters)    1127.38   (feet)  ADJUSTED  
 MK2127  ___________________________________________________________________
 MK2127  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MK2127  DYNAMIC HT  -         343.480 (meters)    1126.90  (feet)  COMP
 MK2127  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 MK2127
 MK2127  VERT ORDER  -  FIRST     CLASS II
 MK2127
 MK2127.The horizontal coordinates were scaled from a topographic map and have
 MK2127.an estimated accuracy of +/- 6 seconds.
 MK2127
 MK2127.The orthometric height was determined by differential leveling
 MK2127.and adjusted by the National Geodetic Survey in June 1991..
 MK2127
 MK2127.The geoid height was determined by GEOID03.
 MK2127
 MK2127.The dynamic height is computed by dividing the NAVD 88
 MK2127.geopotential number by the normal gravity value computed on the
 MK2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2127.degrees latitude (g = 980.6199 gals.).
 MK2127
 MK2127.The modeled gravity was interpolated from observed gravity values.
 MK2127
 MK2127;                    North         East    Units  Estimated Accuracy
 MK2127;SPC NE       -   166,230.      828,640.      MT  (+/- 180 meters Scaled)
 MK2127
 MK2127                          SUPERSEDED SURVEY CONTROL
 MK2127
 MK2127.No superseded survey control is available for this station.
 MK2127
 MK2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL449721(NAD 83)
 MK2127_MARKER: DV = VERTICAL CONTROL DISK
 MK2127_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2127_SP_SET: PIER
 MK2127_STAMPING: K 428 1989
 MK2127_MARK LOGO: NGS   
 MK2127_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2127+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2127
 MK2127  HISTORY     - Date     Condition        Report By
 MK2127  HISTORY     - 1989     MONUMENTED       NGS
 MK2127
 MK2127                          STATION DESCRIPTION
 MK2127
 MK2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2127'IN OMAHA, AT THE INSERSECTION OF INTERSTATE HIGHWAY 680 AND DODGE
 MK2127'STREET, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1 OF 4
 MK2127'COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE WESTBOUND
 MK2127'HIGHWAY OVERPASS OF THE STREET, 6.3 M (20.7 FT) EAST OF THE CENTER OF
 MK2127'AN EXIT RAMP, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5252 ***********************************************************************
 DG5252  DESIGNATION -  K 428 RESET
 DG5252  PID         -  DG5252
 DG5252  STATE/COUNTY-  NE/DOUGLAS
 DG5252  USGS QUAD   -  IRVINGTON (1984)
 DG5252
 DG5252                         *CURRENT SURVEY CONTROL
 DG5252  ___________________________________________________________________
 DG5252* NAD 83(1986)-  41 15 48.     (N)    096 04 32.     (W)     SCALED    
 DG5252* NAVD 88     -       339.86   (meters)    1115.0    (feet)  RESET     
 DG5252  ___________________________________________________________________
 DG5252  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DG5252
 DG5252  VERT ORDER  -  THIRD
 DG5252
 DG5252.The horizontal coordinates were scaled from a topographic map and have
 DG5252.an estimated accuracy of +/- 6 seconds.
 DG5252
 DG5252.The orthometric height was computed from unverified reset data.
 DG5252.No vertical observational check was made to the station.
 DG5252
 DG5252.The geoid height was determined by GEOID03.
 DG5252
 DG5252;                    North         East    Units  Estimated Accuracy
 DG5252;SPC NE       -   166,230.      828,640.      MT  (+/- 180 meters Scaled)
 DG5252
 DG5252                          SUPERSEDED SURVEY CONTROL
 DG5252
 DG5252.No superseded survey control is available for this station.
 DG5252
 DG5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL449721(NAD 83)
 DG5252_MARKER: DV = VERTICAL CONTROL DISK
 DG5252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5252_STAMPING: K 428 RESET 2002
 DG5252_MARK LOGO: NGS   
 DG5252_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG5252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5252+STABILITY: SURFACE MOTION
 DG5252
 DG5252  HISTORY     - Date     Condition        Report By
 DG5252  HISTORY     - 2002     MONUMENTED       NEDR
 DG5252
 DG5252                          STATION DESCRIPTION
 DG5252
 DG5252'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2002 (LB)
 DG5252'FROM I-680 AND PACIFIC STREET IN OMAHA, GO NORTHEASTERLY ON I-680
 DG5252'APPROXIMATELY 1.1 MILE USING EAST DODGE OFF RAMP TO BM ON SOUTHEAST
 DG5252'SIDE OF RAMP NEAR ROW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1366 ***********************************************************************
 MJ1366  DESIGNATION -  K 429
 MJ1366  PID         -  MJ1366
 MJ1366  STATE/COUNTY-  NE/DOUGLAS
 MJ1366  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1366
 MJ1366                         *CURRENT SURVEY CONTROL
 MJ1366  ___________________________________________________________________
 MJ1366* NAD 83(1986)-  41 17 34.     (N)    095 57 07.     (W)     SCALED    
 MJ1366* NAVD 88     -       318.334  (meters)    1044.40   (feet)  ADJUSTED  
 MJ1366  ___________________________________________________________________
 MJ1366  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 MJ1366  DYNAMIC HT  -         318.199 (meters)    1043.96  (feet)  COMP
 MJ1366  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 MJ1366
 MJ1366  VERT ORDER  -  FIRST     CLASS II
 MJ1366
 MJ1366.The horizontal coordinates were scaled from a topographic map and have
 MJ1366.an estimated accuracy of +/- 6 seconds.
 MJ1366
 MJ1366.The orthometric height was determined by differential leveling
 MJ1366.and adjusted by the National Geodetic Survey in June 1991..
 MJ1366
 MJ1366.The geoid height was determined by GEOID03.
 MJ1366
 MJ1366.The dynamic height is computed by dividing the NAVD 88
 MJ1366.geopotential number by the normal gravity value computed on the
 MJ1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1366.degrees latitude (g = 980.6199 gals.).
 MJ1366
 MJ1366.The modeled gravity was interpolated from observed gravity values.
 MJ1366
 MJ1366;                    North         East    Units  Estimated Accuracy
 MJ1366;SPC NE       -   169,970.      838,840.      MT  (+/- 180 meters Scaled)
 MJ1366
 MJ1366                          SUPERSEDED SURVEY CONTROL
 MJ1366
 MJ1366.No superseded survey control is available for this station.
 MJ1366
 MJ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF528754(NAD 83)
 MJ1366_MARKER: I = METAL ROD
 MJ1366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1366_SP_SET: STAINLESS STEEL ROD
 MJ1366_STAMPING: K 429 1989
 MJ1366_MARK LOGO: NGS   
 MJ1366_PROJECTION: FLUSH
 MJ1366_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1366+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1366_ROD/PIPE-DEPTH: 16.9 meters
 MJ1366
 MJ1366  HISTORY     - Date     Condition        Report By
 MJ1366  HISTORY     - 1989     MONUMENTED       NGS
 MJ1366
 MJ1366                          STATION DESCRIPTION
 MJ1366
 MJ1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1366'IN OMAHA, AT THE INTERSECTION OF 27TH AND MANDERSON STREETS, 26.4 M
 MJ1366'(86.6 FT) SOUTH OF THE EXTENDED CENTER OF MANDERSON STREET, 24.2 M
 MJ1366'(79.4 FT) NORTH OF THE EXTENDED CENTER OF THE PLATT STREET PEDESTRIAN
 MJ1366'OVERCROSSING OF U.S. HIGHWAY 75, 15.8 M (51.8 FT) WEST OF THE
 MJ1366'EXTENDED CENTER OF 27TH STREET, 10.5 M (34.4 FT) NORTHWEST OF THE
 MJ1366'NORTHWEST EDGE OF A SIDEWALK, 3.1 M (10.2 FT) ABOVE THE LEVEL OF THE
 MJ1366'STREET, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE.
 MJ1366'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0527 ***********************************************************************
 NO0527  DESIGNATION -  K 431
 NO0527  PID         -  NO0527
 NO0527  STATE/COUNTY-  NE/CHERRY
 NO0527  USGS QUAD   -  ELL LAKE (1985)
 NO0527
 NO0527                         *CURRENT SURVEY CONTROL
 NO0527  ___________________________________________________________________
 NO0527* NAD 83(1986)-  42 40 15.     (N)    100 32 11.     (W)     SCALED    
 NO0527* NAVD 88     -       876.432  (meters)    2875.43   (feet)  ADJUSTED  
 NO0527  ___________________________________________________________________
 NO0527  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 NO0527  DYNAMIC HT  -         876.048 (meters)    2874.17  (feet)  COMP
 NO0527  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 NO0527
 NO0527  VERT ORDER  -  FIRST     CLASS II
 NO0527
 NO0527.The horizontal coordinates were scaled from a topographic map and have
 NO0527.an estimated accuracy of +/- 6 seconds.
 NO0527
 NO0527.The orthometric height was determined by differential leveling
 NO0527.and adjusted by the National Geodetic Survey in June 1994..
 NO0527
 NO0527.The geoid height was determined by GEOID03.
 NO0527
 NO0527.The dynamic height is computed by dividing the NAVD 88
 NO0527.geopotential number by the normal gravity value computed on the
 NO0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0527.degrees latitude (g = 980.6199 gals.).
 NO0527
 NO0527.The modeled gravity was interpolated from observed gravity values.
 NO0527
 NO0527;                    North         East    Units  Estimated Accuracy
 NO0527;SPC NE       -   315,190.      456,040.      MT  (+/- 180 meters Scaled)
 NO0527
 NO0527                          SUPERSEDED SURVEY CONTROL
 NO0527
 NO0527  NGVD 29 (02/14/92)  876.138  (m)         2874.46   (f) ADJUSTED    1 2
 NO0527
 NO0527.Superseded values are not recommended for survey control.
 NO0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0527.See file dsdata.txt to determine how the superseded data were derived.
 NO0527
 NO0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN741254(NAD 83)
 NO0527_MARKER: I = METAL ROD
 NO0527_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0527_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0527_STAMPING: K 431 1991
 NO0527_MARK LOGO: NGS   
 NO0527_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0527_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0527+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0527_ROD/PIPE-DEPTH: 14.5 meters
 NO0527_SLEEVE-DEPTH  : 0.9 meters
 NO0527
 NO0527  HISTORY     - Date     Condition        Report By
 NO0527  HISTORY     - 1991     MONUMENTED       NGS
 NO0527
 NO0527                          STATION DESCRIPTION
 NO0527
 NO0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0527'25.0 KM (15.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0527'OF U.S. HIGHWAY 20 IN VALENTINE, 22.2 M (72.8 FT) WEST OF THE
 NO0527'HIGHWAY CENTERLINE, 2.2 M (7.2 FT) SOUTH OF A UTILITY POLE, 0.6 M
 NO0527'(2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A
 NO0527'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NO0527'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 NO0527'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0538 ***********************************************************************
 NO0538  DESIGNATION -  K 432
 NO0538  PID         -  NO0538
 NO0538  STATE/COUNTY-  NE/CHERRY
 NO0538  USGS QUAD   -  SIMEON (1985)
 NO0538
 NO0538                         *CURRENT SURVEY CONTROL
 NO0538  ___________________________________________________________________
 NO0538* NAD 83(1986)-  42 33 55.     (N)    100 43 28.     (W)     SCALED    
 NO0538* NAVD 88     -       902.606  (meters)    2961.30   (feet)  ADJUSTED  
 NO0538  ___________________________________________________________________
 NO0538  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 NO0538  DYNAMIC HT  -         902.187 (meters)    2959.93  (feet)  COMP
 NO0538  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 NO0538
 NO0538  VERT ORDER  -  FIRST     CLASS II
 NO0538
 NO0538.The horizontal coordinates were scaled from a topographic map and have
 NO0538.an estimated accuracy of +/- 6 seconds.
 NO0538
 NO0538.The orthometric height was determined by differential leveling
 NO0538.and adjusted by the National Geodetic Survey in June 1994..
 NO0538
 NO0538.The geoid height was determined by GEOID03.
 NO0538
 NO0538.The dynamic height is computed by dividing the NAVD 88
 NO0538.geopotential number by the normal gravity value computed on the
 NO0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0538.degrees latitude (g = 980.6199 gals.).
 NO0538
 NO0538.The modeled gravity was interpolated from observed gravity values.
 NO0538
 NO0538;                    North         East    Units  Estimated Accuracy
 NO0538;SPC NE       -   303,580.      440,520.      MT  (+/- 180 meters Scaled)
 NO0538
 NO0538                          SUPERSEDED SURVEY CONTROL
 NO0538
 NO0538  NGVD 29 (02/14/92)  902.290  (m)         2960.26   (f) ADJUSTED    1 2
 NO0538
 NO0538.Superseded values are not recommended for survey control.
 NO0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0538.See file dsdata.txt to determine how the superseded data were derived.
 NO0538
 NO0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN584139(NAD 83)
 NO0538_MARKER: I = METAL ROD
 NO0538_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0538_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0538_STAMPING: K 432 1991
 NO0538_MARK LOGO: NGS   
 NO0538_PROJECTION: FLUSH
 NO0538_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0538+STABILITY: POSITION/ELEVATION WELL
 NO0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0538+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0538_ROD/PIPE-DEPTH: 15.7 meters
 NO0538_SLEEVE-DEPTH  : 7.9 meters
 NO0538
 NO0538  HISTORY     - Date     Condition        Report By
 NO0538  HISTORY     - 1991     MONUMENTED       NGS
 NO0538
 NO0538                          STATION DESCRIPTION
 NO0538
 NO0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0538'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0538'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 23.8 KM (14.80 MI) WESTERLY
 NO0538'ALONG STATE HIGHWAY SPUR 16B, 128.0 M (419.9 FT) EAST OF THE EXTENDED
 NO0538'CENTERLINE OF A PAVED ROAD, 12.3 M (40.4 FT) NORTHWEST OF A UTILITY
 NO0538'POLE, 12.1 M (39.7 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 NO0538'CENTERLINE, 6.9 M (22.6 FT) EAST OF THE CENTER OF A FIELD ENTRANCE,
 NO0538'AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 NO0538'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0517 ***********************************************************************
 MM0517  DESIGNATION -  K 433
 MM0517  PID         -  MM0517
 MM0517  STATE/COUNTY-  NE/HOOKER
 MM0517  USGS QUAD   -  DISMAL RIVER RANCH NE (1985)
 MM0517
 MM0517                         *CURRENT SURVEY CONTROL
 MM0517  ___________________________________________________________________
 MM0517* NAD 83(1986)-  41 56 10.     (N)    101 03 08.     (W)     SCALED    
 MM0517* NAVD 88     -       995.601  (meters)    3266.40   (feet)  ADJUSTED  
 MM0517  ___________________________________________________________________
 MM0517  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 MM0517  DYNAMIC HT  -         995.075 (meters)    3264.68  (feet)  COMP
 MM0517  MODELED GRAV-     980,059.0   (mgal)                       NAVD 88
 MM0517
 MM0517  VERT ORDER  -  FIRST     CLASS II
 MM0517
 MM0517.The horizontal coordinates were scaled from a topographic map and have
 MM0517.an estimated accuracy of +/- 6 seconds.
 MM0517
 MM0517.The orthometric height was determined by differential leveling
 MM0517.and adjusted by the National Geodetic Survey in June 1994..
 MM0517
 MM0517.The geoid height was determined by GEOID03.
 MM0517
 MM0517.The dynamic height is computed by dividing the NAVD 88
 MM0517.geopotential number by the normal gravity value computed on the
 MM0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0517.degrees latitude (g = 980.6199 gals.).
 MM0517
 MM0517.The modeled gravity was interpolated from observed gravity values.
 MM0517
 MM0517;                    North         East    Units  Estimated Accuracy
 MM0517;SPC NE       -   234,000.      412,770.      MT  (+/- 180 meters Scaled)
 MM0517
 MM0517                          SUPERSEDED SURVEY CONTROL
 MM0517
 MM0517  NGVD 29 (02/14/92)  995.289  (m)         3265.38   (f) ADJUSTED    1 2
 MM0517
 MM0517.Superseded values are not recommended for survey control.
 MM0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0517.See file dsdata.txt to determine how the superseded data were derived.
 MM0517
 MM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM298447(NAD 83)
 MM0517_MARKER: I = METAL ROD
 MM0517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0517_SP_SET: STAINLESS STEEL ROD
 MM0517_STAMPING: K 433 1991
 MM0517_MARK LOGO: NGS   
 MM0517_PROJECTION: FLUSH
 MM0517_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0517+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0517_ROD/PIPE-DEPTH: 13.3 meters
 MM0517
 MM0517  HISTORY     - Date     Condition        Report By
 MM0517  HISTORY     - 1991     MONUMENTED       NGS
 MM0517
 MM0517                          STATION DESCRIPTION
 MM0517
 MM0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0517'12.1 KM (7.50 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0517'OF STATE HIGHWAY 2 IN MULLEN, 35.1 M (115.2 FT) NORTH OF UTILITY POLE
 MM0517'NUMBER 187 29 14 WITH A GUY CABLE, 20.8 M (68.2 FT) NORTH OF THE
 MM0517'CENTER OF A FIELD ENTRANCE, 13.7 M (44.9 FT) WEST OF THE WEST LEG OF
 MM0517'A WINDMILL, 13.1 M (43.0 FT) EAST OF THE HIGHWAY CENTERLINE, 0.3 M
 MM0517'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A
 MM0517'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MM0517'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0542 ***********************************************************************
 MM0542  DESIGNATION -  K 434
 MM0542  PID         -  MM0542
 MM0542  STATE/COUNTY-  NE/LINCOLN
 MM0542  USGS QUAD   -  NORTH OF HERSHEY (1972)
 MM0542
 MM0542                         *CURRENT SURVEY CONTROL
 MM0542  ___________________________________________________________________
 MM0542* NAD 83(1986)-  41 20 17.     (N)    100 53 15.     (W)     SCALED    
 MM0542* NAVD 88     -       933.425  (meters)    3062.41   (feet)  ADJUSTED  
 MM0542  ___________________________________________________________________
 MM0542  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 MM0542  DYNAMIC HT  -         932.863 (meters)    3060.57  (feet)  COMP
 MM0542  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 MM0542
 MM0542  VERT ORDER  -  FIRST     CLASS II
 MM0542
 MM0542.The horizontal coordinates were scaled from a topographic map and have
 MM0542.an estimated accuracy of +/- 6 seconds.
 MM0542
 MM0542.The orthometric height was determined by differential leveling
 MM0542.and adjusted by the National Geodetic Survey in June 1994..
 MM0542
 MM0542.The geoid height was determined by GEOID03.
 MM0542
 MM0542.The dynamic height is computed by dividing the NAVD 88
 MM0542.geopotential number by the normal gravity value computed on the
 MM0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0542.degrees latitude (g = 980.6199 gals.).
 MM0542
 MM0542.The modeled gravity was interpolated from observed gravity values.
 MM0542
 MM0542;                    North         East    Units  Estimated Accuracy
 MM0542;SPC NE       -   167,440.      425,740.      MT  (+/- 180 meters Scaled)
 MM0542
 MM0542                          SUPERSEDED SURVEY CONTROL
 MM0542
 MM0542  NGVD 29 (02/14/92)  933.059  (m)         3061.21   (f) ADJUSTED    1 2
 MM0542
 MM0542.Superseded values are not recommended for survey control.
 MM0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0542.See file dsdata.txt to determine how the superseded data were derived.
 MM0542
 MM0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL420780(NAD 83)
 MM0542_MARKER: I = METAL ROD
 MM0542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0542_SP_SET: STAINLESS STEEL ROD
 MM0542_STAMPING: K 434 1991
 MM0542_MARK LOGO: NGS   
 MM0542_PROJECTION: FLUSH
 MM0542_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0542+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0542_ROD/PIPE-DEPTH: 13.3 meters
 MM0542
 MM0542  HISTORY     - Date     Condition        Report By
 MM0542  HISTORY     - 1991     MONUMENTED       NGS
 MM0542
 MM0542                          STATION DESCRIPTION
 MM0542
 MM0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0542'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0542'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0542'20.6 KM (12.80 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 20.0 M (65.6
 MM0542'FT) EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 19.7 M (64.6 FT)
 MM0542'SOUTH OF THE CENTER OF A FIELD ENTRANCE, 13.1 M (43.0 FT) NORTH OF
 MM0542'THE EXTENDED CENTER OF A DRIVEWAY, AND 0.3 M (1.0 FT) WEST OF A
 MM0542'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MM0542'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1445 ***********************************************************************
 LH1445  DESIGNATION -  K 435
 LH1445  PID         -  LH1445
 LH1445  STATE/COUNTY-  NE/BUFFALO
 LH1445  USGS QUAD   -  KEARNEY (1983)
 LH1445
 LH1445                         *CURRENT SURVEY CONTROL
 LH1445  ___________________________________________________________________
 LH1445* NAD 83(1986)-  40 41 38.     (N)    099 05 10.     (W)     SCALED    
 LH1445* NAVD 88     -       656.997  (meters)    2155.50   (feet)  ADJUSTED  
 LH1445  ___________________________________________________________________
 LH1445  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 LH1445  DYNAMIC HT  -         656.625 (meters)    2154.28  (feet)  COMP
 LH1445  MODELED GRAV-     980,036.7   (mgal)                       NAVD 88
 LH1445
 LH1445  VERT ORDER  -  FIRST     CLASS II
 LH1445
 LH1445.The horizontal coordinates were scaled from a topographic map and have
 LH1445.an estimated accuracy of +/- 6 seconds.
 LH1445
 LH1445.The orthometric height was determined by differential leveling
 LH1445.and adjusted by the National Geodetic Survey in May 1993..
 LH1445
 LH1445.The geoid height was determined by GEOID03.
 LH1445
 LH1445.The dynamic height is computed by dividing the NAVD 88
 LH1445.geopotential number by the normal gravity value computed on the
 LH1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1445.degrees latitude (g = 980.6199 gals.).
 LH1445
 LH1445.The modeled gravity was interpolated from observed gravity values.
 LH1445
 LH1445;                    North         East    Units  Estimated Accuracy
 LH1445;SPC NE       -    95,950.      577,230.      MT  (+/- 180 meters Scaled)
 LH1445
 LH1445                          SUPERSEDED SURVEY CONTROL
 LH1445
 LH1445  NGVD 29 (02/14/92)  656.738  (m)         2154.65   (f) ADJUSTED    1 2
 LH1445
 LH1445.Superseded values are not recommended for survey control.
 LH1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1445.See file dsdata.txt to determine how the superseded data were derived.
 LH1445
 LH1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML927047(NAD 83)
 LH1445_MARKER: DV = VERTICAL CONTROL DISK
 LH1445_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1445_SP_SET: GRAIN ELEVATOR
 LH1445_STAMPING: K 435 1991
 LH1445_MARK LOGO: NGS   
 LH1445_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1445+STABILITY: POSITION/ELEVATION WELL
 LH1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1445+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1445
 LH1445  HISTORY     - Date     Condition        Report By
 LH1445  HISTORY     - 1991     MONUMENTED       NGS
 LH1445
 LH1445                          STATION DESCRIPTION
 LH1445
 LH1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1445'IN KEARNEY, SET VERTICALLY IN THE WEST FACE OF A CONCRETE WALL OF A
 LH1445'GRAIN STORAGE BIN AT CARGILL ELEVATOR COMPANY AT 319 19TH STREET,
 LH1445'65.5 M (214.9 FT) NORTH OF THE CENTER OF THE STREET, 10.6 M (34.8 FT)
 LH1445'SOUTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 1.2 M (3.9 FT)
 LH1445'ABOVE THE GROUND SURFACE, AND 0.7 M (2.3 FT) NORTH OF THE NORTH EDGE
 LH1445'OF THE WEST DRIVE THROUGH DOOR.  NOTE--THE MARK IS ON PROPERTY OWNED
 LH1445'BY CARGILL ELEVATOR COMPANY, 319 19TH STREET, KEARNEY, NE 68847,
 LH1445'TELEPHONE NUMBER (308) 236-8439.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1473 ***********************************************************************
 LH1473  DESIGNATION -  K 436
 LH1473  PID         -  LH1473
 LH1473  STATE/COUNTY-  NE/ADAMS
 LH1473  USGS QUAD   -  HASTINGS WEST (1983)
 LH1473
 LH1473                         *CURRENT SURVEY CONTROL
 LH1473  ___________________________________________________________________
 LH1473* NAD 83(1986)-  40 35 15.     (N)    098 23 27.     (W)     SCALED    
 LH1473* NAVD 88     -       586.790  (meters)    1925.16   (feet)  ADJUSTED  
 LH1473  ___________________________________________________________________
 LH1473  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 LH1473  DYNAMIC HT  -         586.462 (meters)    1924.08  (feet)  COMP
 LH1473  MODELED GRAV-     980,047.1   (mgal)                       NAVD 88
 LH1473
 LH1473  VERT ORDER  -  FIRST     CLASS II
 LH1473
 LH1473.The horizontal coordinates were scaled from a topographic map and have
 LH1473.an estimated accuracy of +/- 6 seconds.
 LH1473
 LH1473.The orthometric height was determined by differential leveling
 LH1473.and adjusted by the National Geodetic Survey in May 1993..
 LH1473
 LH1473.The geoid height was determined by GEOID03.
 LH1473
 LH1473.The dynamic height is computed by dividing the NAVD 88
 LH1473.geopotential number by the normal gravity value computed on the
 LH1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1473.degrees latitude (g = 980.6199 gals.).
 LH1473
 LH1473.The modeled gravity was interpolated from observed gravity values.
 LH1473
 LH1473;                    North         East    Units  Estimated Accuracy
 LH1473;SPC NE       -    85,000.      636,190.      MT  (+/- 180 meters Scaled)
 LH1473
 LH1473                          SUPERSEDED SURVEY CONTROL
 LH1473
 LH1473.No superseded survey control is available for this station.
 LH1473
 LH1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK515931(NAD 83)
 LH1473_MARKER: DV = VERTICAL CONTROL DISK
 LH1473_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1473_SP_SET: FOUNDATION
 LH1473_STAMPING: K 436 1991
 LH1473_MARK LOGO: NGS   
 LH1473_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1473+STABILITY: POSITION/ELEVATION WELL
 LH1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1473+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1991
 LH1473
 LH1473  HISTORY     - Date     Condition        Report By
 LH1473  HISTORY     - 1991     MONUMENTED       NGS
 LH1473  HISTORY     - 1990     GOOD
 LH1473  HISTORY     - 19911029 GOOD             NGS
 LH1473
 LH1473                          STATION DESCRIPTION
 LH1473
 LH1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1473'IN HASTINGS, IN THE NORTH CONCRETE FOUNDATION OF THE MASONIC TEMPLE
 LH1473'AT 411 NORTH HASTINGS STREET, 21.9 M (71.9 FT) EAST OF THE CENTER OF
 LH1473'NORTH LINCOLN AVENUE, 2.0 M (6.6 FT) SOUTH OF THE CENTER OF AN ALLEY,
 LH1473'1.0 M (3.3 FT) EAST OF THE NORTHWEST CORNER OF THE TEMPLE, AND 0.2 M
 LH1473'(0.7 FT) ABOVE THE LEVEL OF THE ALLEY.
 LH1473
 LH1473                          STATION RECOVERY (1990)
 LH1473
 LH1473'RECOVERED 1990
 LH1473'RECOVERED IN GOOD CONDITION.
 LH1473
 LH1473                          STATION RECOVERY (1991)
 LH1473
 LH1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1473'IN HASTINGS, IN THE NORTH CONCRETE FOUNDATION OF THE MASONIC TEMPLE
 LH1473'AT 411 NORTH HASTINGS, 21.9 M (71.9 FT) EAST OF THE CENTER OF NORTH
 LH1473'LINCOLN AVENUE, 2.0 M (6.6 FT) SOUTH OF THE CENTER OF AN ALLEY, 1.0 M
 LH1473'(3.3 FT) EAST OF THE NORTHWEST CORNER OF THE TEMPLE, AND 0.2 M (0.7
 LH1473'FT) ABOVE THE LEVEL OF THE ALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1267 ***********************************************************************
 LG1267  DESIGNATION -  K 437
 LG1267  PID         -  LG1267
 LG1267  STATE/COUNTY-  NE/FILLMORE
 LG1267  USGS QUAD   -  BIXBY (1969)
 LG1267
 LG1267                         *CURRENT SURVEY CONTROL
 LG1267  ___________________________________________________________________
 LG1267* NAD 83(1986)-  40 37 34.     (N)    097 45 26.     (W)     SCALED    
 LG1267* NAVD 88     -       510.168  (meters)    1673.78   (feet)  ADJUSTED  
 LG1267  ___________________________________________________________________
 LG1267  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 LG1267  DYNAMIC HT  -         509.889 (meters)    1672.86  (feet)  COMP
 LG1267  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 LG1267
 LG1267  VERT ORDER  -  FIRST     CLASS II
 LG1267
 LG1267.The horizontal coordinates were scaled from a topographic map and have
 LG1267.an estimated accuracy of +/- 6 seconds.
 LG1267
 LG1267.The orthometric height was determined by differential leveling
 LG1267.and adjusted by the National Geodetic Survey in May 1993..
 LG1267
 LG1267.The geoid height was determined by GEOID03.
 LG1267
 LG1267.The dynamic height is computed by dividing the NAVD 88
 LG1267.geopotential number by the normal gravity value computed on the
 LG1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1267.degrees latitude (g = 980.6199 gals.).
 LG1267
 LG1267.The modeled gravity was interpolated from observed gravity values.
 LG1267
 LG1267;                    North         East    Units  Estimated Accuracy
 LG1267;SPC NE       -    90,480.      689,700.      MT  (+/- 180 meters Scaled)
 LG1267
 LG1267                          SUPERSEDED SURVEY CONTROL
 LG1267
 LG1267.No superseded survey control is available for this station.
 LG1267
 LG1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK051979(NAD 83)
 LG1267_MARKER: I = METAL ROD
 LG1267_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1267_SP_SET: STAINLESS STEEL ROD
 LG1267_STAMPING: K 437 1991
 LG1267_MARK LOGO: NGS   
 LG1267_PROJECTION: FLUSH
 LG1267_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1267+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1267_ROD/PIPE-DEPTH: 8.6  meters
 LG1267
 LG1267  HISTORY     - Date     Condition        Report By
 LG1267  HISTORY     - 1991     MONUMENTED       NGS
 LG1267
 LG1267                          STATION DESCRIPTION
 LG1267
 LG1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1267'13.8 KM (8.55 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG1267'U.S. HIGHWAY 81 IN FAIRMONT, 12.0 M (39.4 FT) NORTH OF THE HIGHWAY
 LG1267'CENTERLINE, 2.9 M (9.5 FT) EAST OF THE EXTENDED CENTER OF A FIELD
 LG1267'ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 LG1267'FT) WEST OF A RIGHT-OF-WAY MARKER, AND 0.4 M (1.3 FT) EAST OF A
 LG1267'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LG1267'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1305 ***********************************************************************
 LG1305  HT_MOD      -  This is a Height Modernization Survey Station.
 LG1305  DESIGNATION -  K 438
 LG1305  PID         -  LG1305
 LG1305  STATE/COUNTY-  NE/LANCASTER
 LG1305  USGS QUAD   -  DENTON (1972)
 LG1305
 LG1305                         *CURRENT SURVEY CONTROL
 LG1305  ___________________________________________________________________
 LG1305* NAD 83(1995)-  40 39 13.30795(N)    096 45 43.27793(W)     ADJUSTED  
 LG1305* NAVD 88     -       406.88   (meters)    1334.9    (feet)  GPS OBS   
 LG1305  ___________________________________________________________________
 LG1305  X           -    -570,598.566 (meters)                     COMP
 LG1305  Y           -  -4,812,312.256 (meters)                     COMP
 LG1305  Z           -   4,133,571.259 (meters)                     COMP
 LG1305  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 LG1305  ELLIP HEIGHT-         380.87  (meters)          (03/30/05) GPS OBS
 LG1305  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 LG1305
 LG1305  HORZ ORDER  -  B
 LG1305  ELLP ORDER  -  THIRD     CLASS I
 LG1305
 LG1305.The horizontal coordinates were established by GPS observations
 LG1305.and adjusted by the National Geodetic Survey in March 2005..
 LG1305
 LG1305.The orthometric height was determined by GPS observations and a
 LG1305.high-resolution geoid model using precise GPS observation and
 LG1305.processing techniques. It supersedes the leveled height previously
 LG1305.determined for this station.
 LG1305
 LG1305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1305
 LG1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1305
 LG1305.The ellipsoidal height was determined by GPS observations
 LG1305.and is referenced to NAD 83.
 LG1305
 LG1305.The geoid height was determined by GEOID03.
 LG1305
 LG1305;                    North         East     Units Scale Factor Converg.
 LG1305;SPC NE       -    96,210.327   773,721.330   MT  0.99976827   +2 08 44.9
 LG1305;UTM  14      - 4,502,723.302   689,206.443   MT  1.00004066   +1 27 30.4
 LG1305
 LG1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1305!SPC NE       -   0.99994026  x   0.99976827  =   0.99970854
 LG1305!UTM  14      -   0.99994026  x   1.00004066  =   0.99998092
 LG1305
 LG1305                          SUPERSEDED SURVEY CONTROL
 LG1305
 LG1305  NAVD 88 (05/11/93)  406.862  (m)         1334.85   (f) ADJUSTED    1 2
 LG1305
 LG1305.Superseded values are not recommended for survey control.
 LG1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1305.See file dsdata.txt to determine how the superseded data were derived.
 LG1305
 LG1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8920602723(NAD 83)
 LG1305_MARKER: I = METAL ROD
 LG1305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1305_SP_SET: STAINLESS STEEL ROD
 LG1305_STAMPING: K 438 1991
 LG1305_MARK LOGO: NGS   
 LG1305_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1305_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1305+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1305_ROD/PIPE-DEPTH: 7.4  meters
 LG1305
 LG1305  HISTORY     - Date     Condition        Report By
 LG1305  HISTORY     - 1991     MONUMENTED       NGS
 LG1305  HISTORY     - 2002     GOOD             NEDR
 LG1305
 LG1305                          STATION DESCRIPTION
 LG1305
 LG1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1305'18.2 KM (11.30 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG1305'IN CRETE, 19.4 M (63.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LG1305'11.7 M (38.4 FT) WEST OF THE CENTER OF SOUTHWEST 29TH STREET, 0.7 M
 LG1305'(2.3 FT) NORTHWEST OF A UTILITY POLE, 0.4 M (1.3 FT) WEST OF A
 LG1305'RIGHT-OF-WAY MARKER, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND 0.4 M
 LG1305'(1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 LG1305'POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1305
 LG1305                          STATION RECOVERY (2002)
 LG1305
 LG1305'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1305'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1335 ***********************************************************************
 LG1335  DESIGNATION -  K 439
 LG1335  PID         -  LG1335
 LG1335  STATE/COUNTY-  NE/OTOE
 LG1335  USGS QUAD   -  PALMYRA (1966)
 LG1335
 LG1335                         *CURRENT SURVEY CONTROL
 LG1335  ___________________________________________________________________
 LG1335* NAD 83(1986)-  40 42 38.     (N)    096 25 31.     (W)     SCALED    
 LG1335* NAVD 88     -       385.369  (meters)    1264.33   (feet)  ADJUSTED  
 LG1335  ___________________________________________________________________
 LG1335  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 LG1335  DYNAMIC HT  -         385.200 (meters)    1263.78  (feet)  COMP
 LG1335  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 LG1335
 LG1335  VERT ORDER  -  FIRST     CLASS II
 LG1335
 LG1335.The horizontal coordinates were scaled from a topographic map and have
 LG1335.an estimated accuracy of +/- 6 seconds.
 LG1335
 LG1335.The orthometric height was determined by differential leveling
 LG1335.and adjusted by the National Geodetic Survey in May 1993..
 LG1335
 LG1335.The geoid height was determined by GEOID03.
 LG1335
 LG1335.The dynamic height is computed by dividing the NAVD 88
 LG1335.geopotential number by the normal gravity value computed on the
 LG1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1335.degrees latitude (g = 980.6199 gals.).
 LG1335
 LG1335.The modeled gravity was interpolated from observed gravity values.
 LG1335
 LG1335;                    North         East    Units  Estimated Accuracy
 LG1335;SPC NE       -   103,640.      801,910.      MT  (+/- 180 meters Scaled)
 LG1335
 LG1335                          SUPERSEDED SURVEY CONTROL
 LG1335
 LG1335.No superseded survey control is available for this station.
 LG1335
 LG1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL174098(NAD 83)
 LG1335_MARKER: I = METAL ROD
 LG1335_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1335_SP_SET: STAINLESS STEEL ROD
 LG1335_STAMPING: K 439 1991
 LG1335_MARK LOGO: NGS   
 LG1335_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1335_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1335+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1335_ROD/PIPE-DEPTH: 8.3  meters
 LG1335
 LG1335  HISTORY     - Date     Condition        Report By
 LG1335  HISTORY     - 1991     MONUMENTED       NGS
 LG1335
 LG1335                          STATION DESCRIPTION
 LG1335
 LG1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1335'22.7 KM (14.10 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1335'OF STATE HIGHWAY 50 IN SYRACUSE, 124.0 M (406.8 FT) SOUTH OF THE
 LG1335'CENTERLINE OF THE HIGHWAY, 10.0 M (32.8 FT) EAST OF THE CENTER OF A
 LG1335'GRAVELED ROAD, 1.3 M (4.3 FT) SOUTH OF A UTILITY POLE, 0.5 M (1.6 FT)
 LG1335'NORTH OF A WITNESS POST, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 LG1335'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LG1335'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1379 ***********************************************************************
 LG1379  DESIGNATION -  K 440
 LG1379  PID         -  LG1379
 LG1379  STATE/COUNTY-  NE/LANCASTER
 LG1379  USGS QUAD   -  LINCOLN (1980)
 LG1379
 LG1379                         *CURRENT SURVEY CONTROL
 LG1379  ___________________________________________________________________
 LG1379* NAD 83(1986)-  40 51 26.     (N)    096 38 29.     (W)     SCALED    
 LG1379* NAVD 88     -       350.272  (meters)    1149.18   (feet)  ADJUSTED  
 LG1379  ___________________________________________________________________
 LG1379  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 LG1379  DYNAMIC HT  -         350.121 (meters)    1148.69  (feet)  COMP
 LG1379  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 LG1379
 LG1379  VERT ORDER  -  FIRST     CLASS II
 LG1379
 LG1379.The horizontal coordinates were scaled from a topographic map and have
 LG1379.an estimated accuracy of +/- 6 seconds.
 LG1379
 LG1379.The orthometric height was determined by differential leveling
 LG1379.and adjusted by the National Geodetic Survey in May 1993..
 LG1379
 LG1379.The geoid height was determined by GEOID03.
 LG1379
 LG1379.The dynamic height is computed by dividing the NAVD 88
 LG1379.geopotential number by the normal gravity value computed on the
 LG1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1379.degrees latitude (g = 980.6199 gals.).
 LG1379
 LG1379.The modeled gravity was interpolated from observed gravity values.
 LG1379
 LG1379;                    North         East    Units  Estimated Accuracy
 LG1379;SPC NE       -   119,180.      783,040.      MT  (+/- 180 meters Scaled)
 LG1379
 LG1379                          SUPERSEDED SURVEY CONTROL
 LG1379
 LG1379.No superseded survey control is available for this station.
 LG1379
 LG1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL987255(NAD 83)
 LG1379_MARKER: DV = VERTICAL CONTROL DISK
 LG1379_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1379_SP_SET: ABUTMENT
 LG1379_STAMPING: K 440 1992
 LG1379_MARK LOGO: NGS   
 LG1379_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1379+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1379
 LG1379  HISTORY     - Date     Condition        Report By
 LG1379  HISTORY     - 1992     MONUMENTED       NGS
 LG1379
 LG1379                          STATION DESCRIPTION
 LG1379
 LG1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1379'IN LINCOLN, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 LG1379'AND HAVELOCK AVENUE, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST
 LG1379'END OF THE NORTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE
 LG1379'AVENUE, 12.8 M (42.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 LG1379'LANES OF THE AVENUE, 3.7 M (12.1 FT) ABOVE THE LEVEL OF THE AVENUE,
 LG1379'2.9 M (9.5 FT) SOUTHEAST OF THE NEAR RAIL, AND 1.7 M (5.6 FT) BELOW
 LG1379'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1387 ***********************************************************************
 LG1387  DESIGNATION -  K 441
 LG1387  PID         -  LG1387
 LG1387  STATE/COUNTY-  NE/LANCASTER
 LG1387  USGS QUAD   -  WALTON (1980)
 LG1387
 LG1387                         *CURRENT SURVEY CONTROL
 LG1387  ___________________________________________________________________
 LG1387* NAD 83(1986)-  40 48 01.     (N)    096 36 22.     (W)     SCALED    
 LG1387* NAVD 88     -       403.911  (meters)    1325.16   (feet)  ADJUSTED  
 LG1387  ___________________________________________________________________
 LG1387  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 LG1387  DYNAMIC HT  -         403.739 (meters)    1324.60  (feet)  COMP
 LG1387  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 LG1387
 LG1387  VERT ORDER  -  FIRST     CLASS II
 LG1387
 LG1387.The horizontal coordinates were scaled from a topographic map and have
 LG1387.an estimated accuracy of +/- 6 seconds.
 LG1387
 LG1387.The orthometric height was determined by differential leveling
 LG1387.and adjusted by the National Geodetic Survey in May 1993..
 LG1387
 LG1387.The geoid height was determined by GEOID03.
 LG1387
 LG1387.The dynamic height is computed by dividing the NAVD 88
 LG1387.geopotential number by the normal gravity value computed on the
 LG1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1387.degrees latitude (g = 980.6199 gals.).
 LG1387
 LG1387.The modeled gravity was interpolated from observed gravity values.
 LG1387
 LG1387;                    North         East    Units  Estimated Accuracy
 LG1387;SPC NE       -   112,980.      786,260.      MT  (+/- 180 meters Scaled)
 LG1387
 LG1387                          SUPERSEDED SURVEY CONTROL
 LG1387
 LG1387.No superseded survey control is available for this station.
 LG1387
 LG1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL019193(NAD 83)
 LG1387_MARKER: I = METAL ROD
 LG1387_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1387_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1387_STAMPING: K 441 1992
 LG1387_MARK LOGO: NGS   
 LG1387_PROJECTION: FLUSH
 LG1387_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1387+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1387_ROD/PIPE-DEPTH: 4.4  meters
 LG1387_SLEEVE-DEPTH  : 0.9 meters
 LG1387
 LG1387  HISTORY     - Date     Condition        Report By
 LG1387  HISTORY     - 1992     MONUMENTED       NGS
 LG1387
 LG1387                          STATION DESCRIPTION
 LG1387
 LG1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1387'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1387'OFFICE IN LINCOLN, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG SOUTH 84TH
 LG1387'STREET, NEAR THE SOUTHWEST CORNER OF THE INDIAN HILLS COMMUNITY
 LG1387'CHURCH PARKING AREA, 12.8 M (42.0 FT) SOUTHEAST OF A FIRE HYDRANT,
 LG1387'10.7 M (35.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 LG1387'THE STREET, 6.2 M (20.3 FT) EAST-NORTHEAST OF A UTILITY LIGHT POLE,
 LG1387'0.5 M (1.6 FT) EAST OF THE EAST EDGE OF A SIDEWALK, AND 0.4 M
 LG1387'(1.3 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM
 LG1387'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 LG1387'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3457 ***********************************************************************
 AI3457  DESIGNATION -  K 442
 AI3457  PID         -  AI3457
 AI3457  STATE/COUNTY-  NE/RED WILLOW
 AI3457  USGS QUAD   -  MC COOK SW (1957)
 AI3457
 AI3457                         *CURRENT SURVEY CONTROL
 AI3457  ___________________________________________________________________
 AI3457* NAD 83(1986)-  40 06 11.     (N)    100 38 46.     (W)     SCALED    
 AI3457* NAVD 88     -       787.875  (meters)    2584.89   (feet)  ADJUSTED  
 AI3457  ___________________________________________________________________
 AI3457  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AI3457  DYNAMIC HT  -         787.335 (meters)    2583.11  (feet)  COMP
 AI3457  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 AI3457
 AI3457  VERT ORDER  -  SECOND    CLASS I
 AI3457
 AI3457.The horizontal coordinates were scaled from a topographic map and have
 AI3457.an estimated accuracy of +/- 6 seconds.
 AI3457
 AI3457.The orthometric height was determined by differential leveling
 AI3457.and adjusted by the National Geodetic Survey in July 2002..
 AI3457.No vertical observational check was made to the station.
 AI3457
 AI3457.The geoid height was determined by GEOID03.
 AI3457
 AI3457.The dynamic height is computed by dividing the NAVD 88
 AI3457.geopotential number by the normal gravity value computed on the
 AI3457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3457.degrees latitude (g = 980.6199 gals.).
 AI3457
 AI3457.The modeled gravity was interpolated from observed gravity values.
 AI3457
 AI3457;                    North         East    Units  Estimated Accuracy
 AI3457;SPC NE       -    30,160.      444,910.      MT  (+/- 180 meters Scaled)
 AI3457
 AI3457                          SUPERSEDED SURVEY CONTROL
 AI3457
 AI3457.No superseded survey control is available for this station.
 AI3457
 AI3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK596404(NAD 83)
 AI3457_MARKER: DV = VERTICAL CONTROL DISK
 AI3457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI3457_SP_SET: BRIDGE
 AI3457_STAMPING: K 442 1999
 AI3457_MARK LOGO: NGS   
 AI3457_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3457+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3457
 AI3457  HISTORY     - Date     Condition        Report By
 AI3457  HISTORY     - 1999     MONUMENTED       NGS
 AI3457
 AI3457                          STATION DESCRIPTION
 AI3457
 AI3457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3457'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3457'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.3 WESTERLY ALONG A PAVED
 AI3457'ROAD, THENCE 10.3 KM (6.40 MI) SOUTHERLY ALONG A PAVED AND GRAVELED
 AI3457'ROAD, IN TOP OF AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF THE A
 AI3457'BRIDGE SPANNING A WASH, 5.2 M (17.1 FT) WEST OF THE ROAD CENTER, AND
 AI3457'0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--THE MARK IS ON
 AI3457'COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0516 ***********************************************************************
 LH0516  DESIGNATION -  K 5
 LH0516  PID         -  LH0516
 LH0516  STATE/COUNTY-  NE/BUFFALO
 LH0516  USGS QUAD   -  KEARNEY (1983)
 LH0516
 LH0516                         *CURRENT SURVEY CONTROL
 LH0516  ___________________________________________________________________
 LH0516* NAD 83(1986)-  40 42 11.     (N)    099 02 44.     (W)     SCALED    
 LH0516* NAVD 88     -       651.343  (meters)    2136.95   (feet)  ADJUSTED  
 LH0516  ___________________________________________________________________
 LH0516  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 LH0516  DYNAMIC HT  -         650.976 (meters)    2135.74  (feet)  COMP
 LH0516  MODELED GRAV-     980,039.6   (mgal)                       NAVD 88
 LH0516
 LH0516  VERT ORDER  -  FIRST     CLASS II
 LH0516
 LH0516.The horizontal coordinates were scaled from a topographic map and have
 LH0516.an estimated accuracy of +/- 6 seconds.
 LH0516
 LH0516.The orthometric height was determined by differential leveling
 LH0516.and adjusted by the National Geodetic Survey in May 1993..
 LH0516
 LH0516.The geoid height was determined by GEOID03.
 LH0516
 LH0516.The dynamic height is computed by dividing the NAVD 88
 LH0516.geopotential number by the normal gravity value computed on the
 LH0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0516.degrees latitude (g = 980.6199 gals.).
 LH0516
 LH0516.The modeled gravity was interpolated from observed gravity values.
 LH0516
 LH0516;                    North         East    Units  Estimated Accuracy
 LH0516;SPC NE       -    97,010.      580,640.      MT  (+/- 180 meters Scaled)
 LH0516
 LH0516                          SUPERSEDED SURVEY CONTROL
 LH0516
 LH0516  NAVD 88 (06/15/91)  651.335  (m)         2136.92   (f) UNKNOWN     1 2
 LH0516  NGVD 29 (02/14/92)  651.078  (m)         2136.08   (f) ADJUSTED    1 2
 LH0516
 LH0516.Superseded values are not recommended for survey control.
 LH0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0516.See file dsdata.txt to determine how the superseded data were derived.
 LH0516
 LH0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML961057(NAD 83)
 LH0516_MARKER: DB = BENCH MARK DISK
 LH0516_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0516_SP_SET: HEADWALL
 LH0516_STAMPING: K 5 1933 2136.078
 LH0516_MARK LOGO: CGS   
 LH0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0516+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0516
 LH0516  HISTORY     - Date     Condition        Report By
 LH0516  HISTORY     - 1933     MONUMENTED       CGS
 LH0516  HISTORY     - 1951     GOOD             NGS
 LH0516  HISTORY     - 19910923 GOOD             NGS
 LH0516  HISTORY     - 20050308 MARK NOT FOUND   NEDR
 LH0516
 LH0516                          STATION DESCRIPTION
 LH0516
 LH0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0516'2 MI NE FROM KEARNEY.
 LH0516'2.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0516'STATION AT KEARNEY, BUFFALO COUNTY, ABOUT 211 FEET SOUTHWEST
 LH0516'OF MIELPOST 187, AT THE EAST CORPORATE CITY LIMITS OF KEARNEY,
 LH0516'AT A COUNTY-ROAD CROSSING, ABOUT 150 FEET SOUTH OF A POLE IN
 LH0516'THE SOUTHWEST CORNER OF THE DEPARTMENT OF COMMERCE EMERGENCY
 LH0516'AIRPLANE LANDING FIELD 72, 77.5 FEET SOUTH OF THE CENTER LINE OF
 LH0516'U.S. HIGHWAY 30, 66 FEET EAST OF THE CENTER LINE OF THE ROAD, 36.6
 LH0516'FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 17.8 FEET
 LH0516'NORTH OF THE NORTH RAIL OF THE NORTH PASSING TRACK, AND IN THE
 LH0516'TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF 2-FOOT
 LH0516'PIPE CULVERT 187.04.  A STANDARD DISK, STAMPED 2136.078 K 5
 LH0516'1933.
 LH0516
 LH0516                          STATION RECOVERY (1951)
 LH0516
 LH0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LH0516'RECOVERED IN GOOD CONDITION.
 LH0516
 LH0516                          STATION RECOVERY (1991)
 LH0516
 LH0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0516'3.3 KM (2.05 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0516'STATE HIGHWAY 44 IN KEARNEY, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE
 LH0516'EAST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER THE UNION
 LH0516'PACIFIC RAILROAD, 22.8 M (74.8 FT) SOUTH OF AND LEVEL WITH THE
 LH0516'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 19.5 M (64.0 FT)
 LH0516'EAST OF THE CENTERLINE OF A PAVED ROAD, AND 11.2 M (36.7 FT) NORTH OF
 LH0516'THE NEAR RAIL OF THE MAIN TRACK.
 LH0516
 LH0516                          STATION RECOVERY (2005)
 LH0516
 LH0516'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0516'BELIEVED DESTROYED NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0112 ***********************************************************************
 MN0112  DESIGNATION -  K 51
 MN0112  PID         -  MN0112
 MN0112  STATE/COUNTY-  NE/MORRILL
 MN0112  USGS QUAD   -  BROADWATER NW (1965)
 MN0112
 MN0112                         *CURRENT SURVEY CONTROL
 MN0112  ___________________________________________________________________
 MN0112* NAD 83(1986)-  41 38 07.     (N)    102 59 00.     (W)     SCALED    
 MN0112* NAVD 88     -      1104.564  (meters)    3623.89   (feet)  ADJUSTED  
 MN0112  ___________________________________________________________________
 MN0112  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 MN0112  DYNAMIC HT  -        1103.866 (meters)    3621.60  (feet)  COMP
 MN0112  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 MN0112
 MN0112  VERT ORDER  -  SECOND    CLASS 0
 MN0112
 MN0112.The horizontal coordinates were scaled from a topographic map and have
 MN0112.an estimated accuracy of +/- 6 seconds.
 MN0112
 MN0112.The orthometric height was determined by differential leveling
 MN0112.and adjusted by the National Geodetic Survey in June 1991..
 MN0112
 MN0112.The geoid height was determined by GEOID03.
 MN0112
 MN0112.The dynamic height is computed by dividing the NAVD 88
 MN0112.geopotential number by the normal gravity value computed on the
 MN0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0112.degrees latitude (g = 980.6199 gals.).
 MN0112
 MN0112.The modeled gravity was interpolated from observed gravity values.
 MN0112
 MN0112;                    North         East    Units  Estimated Accuracy
 MN0112;SPC NE       -   204,350.      251,560.      MT  (+/- 180 meters Scaled)
 MN0112
 MN0112                          SUPERSEDED SURVEY CONTROL
 MN0112
 MN0112  NGVD 29 (??/??/92) 1104.006  (m)         3622.06   (f) ADJ UNCH    2 0
 MN0112
 MN0112.Superseded values are not recommended for survey control.
 MN0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0112.See file dsdata.txt to determine how the superseded data were derived.
 MN0112
 MN0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG679112(NAD 83)
 MN0112_MARKER: DB = BENCH MARK DISK
 MN0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0112_STAMPING: K 51 1934
 MN0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0112+STABILITY: SURFACE MOTION
 MN0112
 MN0112  HISTORY     - Date     Condition        Report By
 MN0112  HISTORY     - 1934     MONUMENTED       CGS
 MN0112  HISTORY     - 1942     GOOD             NGS
 MN0112
 MN0112                          STATION DESCRIPTION
 MN0112
 MN0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0112'6.5 MI E FROM NORTHPORT.
 MN0112'ABOUT 6.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0112'STATION AT NORTHPORT, MORRILL COUNTY, ABOUT 12 POLES EAST OF
 MN0112'MILEPOST 108, 128 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 MN0112'45 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 10 FEET
 MN0112'WEST OF A POLE.  A STANDARD DISK, STAMPED K 51 1934 AND SET IN
 MN0112'THE TOP OF A CONCRETE POST.
 MN0112
 MN0112                          STATION RECOVERY (1942)
 MN0112
 MN0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MN0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0061 ***********************************************************************
 MN0061  DESIGNATION -  K 52
 MN0061  PID         -  MN0061
 MN0061  STATE/COUNTY-  NE/GARDEN
 MN0061  USGS QUAD   -  LEWELLEN (1971)
 MN0061
 MN0061                         *CURRENT SURVEY CONTROL
 MN0061  ___________________________________________________________________
 MN0061* NAD 83(1986)-  41 21 59.     (N)    102 13 57.     (W)     SCALED    
 MN0061* NAVD 88     -      1019.368  (meters)    3344.38   (feet)  ADJUSTED  
 MN0061  ___________________________________________________________________
 MN0061  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 MN0061  DYNAMIC HT  -        1018.740 (meters)    3342.32  (feet)  COMP
 MN0061  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 MN0061
 MN0061  VERT ORDER  -  SECOND    CLASS 0
 MN0061
 MN0061.The horizontal coordinates were scaled from a topographic map and have
 MN0061.an estimated accuracy of +/- 6 seconds.
 MN0061
 MN0061.The orthometric height was determined by differential leveling
 MN0061.and adjusted by the National Geodetic Survey in June 1991..
 MN0061
 MN0061.The geoid height was determined by GEOID03.
 MN0061
 MN0061.The dynamic height is computed by dividing the NAVD 88
 MN0061.geopotential number by the normal gravity value computed on the
 MN0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0061.degrees latitude (g = 980.6199 gals.).
 MN0061
 MN0061.The modeled gravity was interpolated from observed gravity values.
 MN0061
 MN0061;                    North         East    Units  Estimated Accuracy
 MN0061;SPC NE       -   172,620.      313,300.      MT  (+/- 180 meters Scaled)
 MN0061
 MN0061                          SUPERSEDED SURVEY CONTROL
 MN0061
 MN0061  NGVD 29 (??/??/92) 1018.884  (m)         3342.79   (f) ADJ UNCH    2 0
 MN0061
 MN0061.Superseded values are not recommended for survey control.
 MN0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0061.See file dsdata.txt to determine how the superseded data were derived.
 MN0061
 MN0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF314831(NAD 83)
 MN0061_MARKER: DB = BENCH MARK DISK
 MN0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0061_STAMPING: K 52 1934
 MN0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0061+STABILITY: SURFACE MOTION
 MN0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0061+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 MN0061
 MN0061  HISTORY     - Date     Condition        Report By
 MN0061  HISTORY     - 1934     MONUMENTED       CGS
 MN0061  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0061  HISTORY     - 19920804 MARK NOT FOUND   NGS
 MN0061
 MN0061                          STATION DESCRIPTION
 MN0061
 MN0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0061'6.5 MI E FROM OSHKOSH.
 MN0061'ABOUT 6.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0061'STATION AT OSHKOSH, GARDEN COUNTY, ABOUT 9 POLES WEST OF MILEPOST
 MN0061'64, ABOUT 1-1/2 POLES WEST OF THE ENTRANCE TO A FARMYARD, 43 FEET
 MN0061'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 41 FEET NORTH OF
 MN0061'THE CENTER LINE OF U.S. HIGHWAY 26.  A STANDARD DISK, STAMPED
 MN0061'K 52 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- VERY
 MN0061'POSSIBLE THAT BM IS STILL COVERED UP WITH BLOW SAND OR HAS BEEN
 MN0061'DESTROYED ACCORDING TO LOCAL FARMER.
 MN0061
 MN0061                          STATION RECOVERY (1971)
 MN0061
 MN0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0061'MARK NOT FOUND.
 MN0061
 MN0061                          STATION RECOVERY (1992)
 MN0061
 MN0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MN0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0287 ***********************************************************************
 MN0287  DESIGNATION -  K 54
 MN0287  PID         -  MN0287
 MN0287  STATE/COUNTY-  NE/BANNER
 MN0287  USGS QUAD   -  HARRISBURG (1979)
 MN0287
 MN0287                         *CURRENT SURVEY CONTROL
 MN0287  ___________________________________________________________________
 MN0287* NAD 83(1986)-  41 35 23.     (N)    103 40 35.     (W)     SCALED    
 MN0287* NAVD 88     -      1331.181  (meters)    4367.38   (feet)  ADJUSTED  
 MN0287  ___________________________________________________________________
 MN0287  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 MN0287  DYNAMIC HT  -        1330.232 (meters)    4364.27  (feet)  COMP
 MN0287  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 MN0287
 MN0287  VERT ORDER  -  SECOND    CLASS 0
 MN0287
 MN0287.The horizontal coordinates were scaled from a topographic map and have
 MN0287.an estimated accuracy of +/- 6 seconds.
 MN0287
 MN0287.The orthometric height was determined by differential leveling
 MN0287.and adjusted by the National Geodetic Survey in June 1991..
 MN0287
 MN0287.The geoid height was determined by GEOID03.
 MN0287
 MN0287.The dynamic height is computed by dividing the NAVD 88
 MN0287.geopotential number by the normal gravity value computed on the
 MN0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0287.degrees latitude (g = 980.6199 gals.).
 MN0287
 MN0287.The modeled gravity was interpolated from observed gravity values.
 MN0287
 MN0287;                    North         East    Units  Estimated Accuracy
 MN0287;SPC NE       -   201,520.      193,660.      MT  (+/- 180 meters Scaled)
 MN0287
 MN0287                          SUPERSEDED SURVEY CONTROL
 MN0287
 MN0287  NGVD 29 (??/??/92) 1330.485  (m)         4365.10   (f) ADJ UNCH    2 0
 MN0287
 MN0287.Superseded values are not recommended for survey control.
 MN0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0287.See file dsdata.txt to determine how the superseded data were derived.
 MN0287
 MN0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG103050(NAD 83)
 MN0287_MARKER: DB = BENCH MARK DISK
 MN0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0287_STAMPING: K 54 1934
 MN0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0287+STABILITY: SURFACE MOTION
 MN0287
 MN0287  HISTORY     - Date     Condition        Report By
 MN0287  HISTORY     - 1934     MONUMENTED       CGS
 MN0287  HISTORY     - 1971     MARK NOT FOUND   NGS
 MN0287  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0287
 MN0287                          STATION DESCRIPTION
 MN0287
 MN0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0287'18.5 MI S FROM GERING.
 MN0287'IN BANNER COUNTY, ABOUT 18.5 MILES SOUTH ALONG STATE HIGHWAY
 MN0287'29 FROM THE COURTHOUSE AT GERING, SCOTTS BLUFF COUNTY, ABOUT
 MN0287'5.2 MILES NORTH OF HARRISBURG, ABOUT 0.6 MILE SOUTH OF A
 MN0287'SCHOOLHOUSE, 95 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MN0287'CEMENT CULVERT, 34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MN0287'AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MN0287'STAMPED K 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0287
 MN0287                          STATION RECOVERY (1971)
 MN0287
 MN0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MN0287'MARK NOT FOUND.
 MN0287
 MN0287                          STATION RECOVERY (1974)
 MN0287
 MN0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0188 ***********************************************************************
 MN0188  DESIGNATION -  K 55 RESET
 MN0188  PID         -  MN0188
 MN0188  STATE/COUNTY-  NE/BANNER
 MN0188  USGS QUAD   -  HACKBERRY CREEK (1979)
 MN0188
 MN0188                         *CURRENT SURVEY CONTROL
 MN0188  ___________________________________________________________________
 MN0188* NAD 83(1986)-  41 35 01.     (N)    103 26 43.     (W)     SCALED    
 MN0188* NAVD 88     -      1253.85   (meters)    4113.7    (feet)  RESET     
 MN0188  ___________________________________________________________________
 MN0188  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 MN0188
 MN0188  VERT ORDER  -  THIRD
 MN0188
 MN0188.The horizontal coordinates were scaled from a topographic map and have
 MN0188.an estimated accuracy of +/- 6 seconds.
 MN0188
 MN0188.The orthometric height was computed from unverified reset data.
 MN0188
 MN0188.The geoid height was determined by GEOID03.
 MN0188
 MN0188;                    North         East    Units  Estimated Accuracy
 MN0188;SPC NE       -   200,050.      212,880.      MT  (+/- 180 meters Scaled)
 MN0188
 MN0188                          SUPERSEDED SURVEY CONTROL
 MN0188
 MN0188  NGVD 29 (??/??/??) 1253.20   (m)         4111.5    (f) RESET       3  
 MN0188
 MN0188.Superseded values are not recommended for survey control.
 MN0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0188.See file dsdata.txt to determine how the superseded data were derived.
 MN0188
 MN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG295047(NAD 83)
 MN0188_MARKER: DB = BENCH MARK DISK
 MN0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0188_STAMPING: K 55 RESET 1966
 MN0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0188+STABILITY: SURFACE MOTION
 MN0188
 MN0188  HISTORY     - Date     Condition        Report By
 MN0188  HISTORY     - 1966     MONUMENTED       CGS
 MN0188
 MN0188                          STATION DESCRIPTION
 MN0188
 MN0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MN0188'9 MI W FROM REDINGTON.
 MN0188'ABOUT 9.0 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0188'IN REDINGTON, 60 FEET NORTH OF THE CENTER OF STATE HIGHWAY 88,
 MN0188'39.5 FEET EAST OF A JOG IN A RIGHT-OF-WAY FENCE, 16 FEET EAST
 MN0188'OF THE CENTER OF A WIRE GATE, 1.5 FEET EAST OF A METAL WITNESS
 MN0188'POST, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND IS A STANDARD
 MN0188'DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MN0188'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0847 ***********************************************************************
 ML0847  DESIGNATION -  K 56
 ML0847  PID         -  ML0847
 ML0847  STATE/COUNTY-  NE/CUSTER
 ML0847  USGS QUAD   -  ANSELMO NW (1951)
 ML0847
 ML0847                         *CURRENT SURVEY CONTROL
 ML0847  ___________________________________________________________________
 ML0847* NAD 83(1986)-  41 43 53.     (N)    099 59 37.     (W)     SCALED    
 ML0847* NAVD 88     -       822.259  (meters)    2697.69   (feet)  ADJUSTED  
 ML0847  ___________________________________________________________________
 ML0847  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 ML0847  DYNAMIC HT  -         821.836 (meters)    2696.31  (feet)  COMP
 ML0847  MODELED GRAV-     980,081.0   (mgal)                       NAVD 88
 ML0847
 ML0847  VERT ORDER  -  SECOND    CLASS 0
 ML0847
 ML0847.The horizontal coordinates were scaled from a topographic map and have
 ML0847.an estimated accuracy of +/- 6 seconds.
 ML0847
 ML0847.The orthometric height was determined by differential leveling
 ML0847.and adjusted by the National Geodetic Survey in June 1991..
 ML0847
 ML0847.The geoid height was determined by GEOID03.
 ML0847
 ML0847.The dynamic height is computed by dividing the NAVD 88
 ML0847.geopotential number by the normal gravity value computed on the
 ML0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0847.degrees latitude (g = 980.6199 gals.).
 ML0847
 ML0847.The modeled gravity was interpolated from observed gravity values.
 ML0847
 ML0847;                    North         East    Units  Estimated Accuracy
 ML0847;SPC NE       -   210,730.      500,530.      MT  (+/- 180 meters Scaled)
 ML0847
 ML0847                          SUPERSEDED SURVEY CONTROL
 ML0847
 ML0847  NGVD 29 (??/??/92)  821.968  (m)         2696.74   (f) ADJ UNCH    2 0
 ML0847
 ML0847.Superseded values are not recommended for survey control.
 ML0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0847.See file dsdata.txt to determine how the superseded data were derived.
 ML0847
 ML0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM173204(NAD 83)
 ML0847_MARKER: DB = BENCH MARK DISK
 ML0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0847_STAMPING: K 56 1934
 ML0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0847+STABILITY: SURFACE MOTION
 ML0847
 ML0847  HISTORY     - Date     Condition        Report By
 ML0847  HISTORY     - 1934     MONUMENTED       CGS
 ML0847  HISTORY     - 1939     GOOD             NGS
 ML0847  HISTORY     - 1977     GOOD             BNRR
 ML0847
 ML0847                          STATION DESCRIPTION
 ML0847
 ML0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 ML0847'2 MI SE FROM LINSCOTT.
 ML0847'IN CUSTER COUNTY, 2.0 MILES SOUTHEAST ALONG THE CHICAGO,
 ML0847'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT LINSCOTT,
 ML0847'BLAINE COUNTY, 2 POLES SOUTHEAST OF MILEPOST 206, 169 FEET
 ML0847'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 2, 36 FEET
 ML0847'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND 4 FEET
 ML0847'SOUTH OF POLE.  A STANDARD DISK, STAMPED X 56 1934 AND SET
 ML0847'IN THE TOP OF A CONCRETE POST.
 ML0847
 ML0847                          STATION RECOVERY (1977)
 ML0847
 ML0847'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 ML0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0761 ***********************************************************************
 NP0761  DESIGNATION -  K 57 RESET
 NP0761  PID         -  NP0761
 NP0761  STATE/COUNTY-  NE/BOX BUTTE
 NP0761  USGS QUAD   -  MARSLAND SE (1983)
 NP0761
 NP0761                         *CURRENT SURVEY CONTROL
 NP0761  ___________________________________________________________________
 NP0761* NAD 83(1986)-  42 19 23.     (N)    103 16 08.     (W)     SCALED    
 NP0761* NAVD 88     -      1355.42   (meters)    4446.9    (feet)  RESET     
 NP0761  ___________________________________________________________________
 NP0761  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 NP0761
 NP0761  VERT ORDER  -  THIRD
 NP0761
 NP0761.The horizontal coordinates were scaled from a topographic map and have
 NP0761.an estimated accuracy of +/- 6 seconds.
 NP0761
 NP0761.The orthometric height was computed from unverified reset data.
 NP0761.No vertical observational check was made to the station.
 NP0761
 NP0761.The geoid height was determined by GEOID03.
 NP0761
 NP0761;                    North         East    Units  Estimated Accuracy
 NP0761;SPC NE       -   281,520.      230,670.      MT  (+/- 180 meters Scaled)
 NP0761
 NP0761                          SUPERSEDED SURVEY CONTROL
 NP0761
 NP0761  NGVD 29 (08/02/06) 1354.74   (m)         4444.7    (f) RESET       3  
 NP0761
 NP0761.Superseded values are not recommended for survey control.
 NP0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0761.See file dsdata.txt to determine how the superseded data were derived.
 NP0761
 NP0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG426870(NAD 83)
 NP0761_MARKER: DV = VERTICAL CONTROL DISK
 NP0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0761_SP_SET: CONCRETE POST
 NP0761_STAMPING: K 57 RESET 1988
 NP0761_MARK LOGO: NGS   
 NP0761_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NP0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0761+STABILITY: SURFACE MOTION
 NP0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0761+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NP0761
 NP0761  HISTORY     - Date     Condition        Report By
 NP0761  HISTORY     - 1988     MONUMENTED       NEDR
 NP0761
 NP0761                          STATION DESCRIPTION
 NP0761
 NP0761'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1988
 NP0761'ABOUT 10 MI (16.1 KM) WEST FROM HEMINGFORD, ON THE NORTH RIGHT-OF-WAY
 NP0761'OF STATE HIGHWAY 2, AT A FIELD ENTRANCE ROAD AND IN THE SE1/4, SEC09,
 NP0761'T27N, R51W, FROM THE POST OFFICE IN HEMINGFORD GO WEST ON STATE
 NP0761'HIGHWAY 2 FOR 10.0 MI (16.1 KM) TO THE MARK ON THE RIGHT.  THE DISK
 NP0761'IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THE PROJECTS ABOUT
 NP0761'0.2 FT (0.1 M) ABOVE THE GROUND SURFACE.  IT IS 70.0 FT (21.3 M)
 NP0761'NORTH FROM THE CENTERLINE OF THE HIGHWAY, 16.05 FT (4.89 M) SOUTHWEST
 NP0761'FROM THE FIRST FENCE POST NORTH FROM A FENCE CORNER AND 1.7 FT (0.5
 NP0761'M) WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0101 ***********************************************************************
 MN0101  DESIGNATION -  K 59
 MN0101  PID         -  MN0101
 MN0101  STATE/COUNTY-  NE/CHEYENNE
 MN0101  USGS QUAD   -  LODGEPOLE (1972)
 MN0101
 MN0101                         *CURRENT SURVEY CONTROL
 MN0101  ___________________________________________________________________
 MN0101* NAD 83(1986)-  41 09 16.     (N)    102 43 07.     (W)     SCALED    
 MN0101* NAVD 88     -      1187.791  (meters)    3896.94   (feet)  ADJUSTED  
 MN0101  ___________________________________________________________________
 MN0101  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 MN0101  DYNAMIC HT  -        1186.979 (meters)    3894.28  (feet)  COMP
 MN0101  MODELED GRAV-     979,899.4   (mgal)                       NAVD 88
 MN0101
 MN0101  VERT ORDER  -  SECOND    CLASS 0
 MN0101
 MN0101.The horizontal coordinates were scaled from a topographic map and have
 MN0101.an estimated accuracy of +/- 6 seconds.
 MN0101
 MN0101.The orthometric height was determined by differential leveling
 MN0101.and adjusted by the National Geodetic Survey in June 1991..
 MN0101
 MN0101.The geoid height was determined by GEOID03.
 MN0101
 MN0101.The dynamic height is computed by dividing the NAVD 88
 MN0101.geopotential number by the normal gravity value computed on the
 MN0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0101.degrees latitude (g = 980.6199 gals.).
 MN0101
 MN0101.The modeled gravity was interpolated from observed gravity values.
 MN0101
 MN0101;                    North         East    Units  Estimated Accuracy
 MN0101;SPC NE       -   150,260.      271,920.      MT  (+/- 180 meters Scaled)
 MN0101
 MN0101                          SUPERSEDED SURVEY CONTROL
 MN0101
 MN0101  NGVD 29 (??/??/92) 1187.243  (m)         3895.15   (f) ADJ UNCH    2 0
 MN0101
 MN0101.Superseded values are not recommended for survey control.
 MN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0101.See file dsdata.txt to determine how the superseded data were derived.
 MN0101
 MN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF914584(NAD 83)
 MN0101_MARKER: DB = BENCH MARK DISK
 MN0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0101_SP_SET: BRIDGE
 MN0101_STAMPING: K 59 1934
 MN0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0101
 MN0101  HISTORY     - Date     Condition        Report By
 MN0101  HISTORY     - 1934     MONUMENTED       CGS
 MN0101  HISTORY     - 1947     GOOD             NGS
 MN0101
 MN0101                          STATION DESCRIPTION
 MN0101
 MN0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0101'4.2 MI W FROM LODGE POLE.
 MN0101'4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0101'AT LODGE POLE, CHEYENNE COUNTY, AT BRIDGE 394.03, AND IN THE
 MN0101'TOP OF THE SOUTHEAST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED
 MN0101'K 59 1934.
 MN0101
 MN0101                          STATION RECOVERY (1947)
 MN0101
 MN0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MN0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5253 ***********************************************************************
 DG5253  DESIGNATION -  K 59 RESET
 DG5253  PID         -  DG5253
 DG5253  STATE/COUNTY-  NE/CHEYENNE
 DG5253  USGS QUAD   -  LODGEPOLE (1972)
 DG5253
 DG5253                         *CURRENT SURVEY CONTROL
 DG5253  ___________________________________________________________________
 DG5253* NAD 83(1986)-  41 09 16.     (N)    102 43 07.     (W)     SCALED    
 DG5253* NAVD 88     -      1186.77   (meters)    3893.6    (feet)  RESET     
 DG5253  ___________________________________________________________________
 DG5253  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 DG5253
 DG5253  VERT ORDER  -  THIRD
 DG5253
 DG5253.The horizontal coordinates were scaled from a topographic map and have
 DG5253.an estimated accuracy of +/- 6 seconds.
 DG5253
 DG5253.The orthometric height was computed from unverified reset data.
 DG5253.No vertical observational check was made to the station.
 DG5253
 DG5253.The geoid height was determined by GEOID03.
 DG5253
 DG5253;                    North         East    Units  Estimated Accuracy
 DG5253;SPC NE       -   150,260.      271,920.      MT  (+/- 180 meters Scaled)
 DG5253
 DG5253                          SUPERSEDED SURVEY CONTROL
 DG5253
 DG5253.No superseded survey control is available for this station.
 DG5253
 DG5253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF914584(NAD 83)
 DG5253_MARKER: DV = VERTICAL CONTROL DISK
 DG5253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5253_STAMPING: K 59 RESET 2002
 DG5253_MARK LOGO: NGS   
 DG5253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5253+STABILITY: SURFACE MOTION
 DG5253
 DG5253  HISTORY     - Date     Condition        Report By
 DG5253  HISTORY     - 2002     MONUMENTED       NEDR
 DG5253
 DG5253                          STATION DESCRIPTION
 DG5253
 DG5253'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2002
 DG5253'FROM HIGHWAY 30 AND MCBRIDE STREET IN LODGEPOLE, GO WEST ON HIGHWAY 30
 DG5253'APPROXIMATELY 4.25 MILES TO BM IN SOUTH ROW OF RAILROAD. 227 FEET
 DG5253'SOUTH OF CENTERLINE OF HIGHWAY 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0001 ***********************************************************************
 LJ0001  DESIGNATION -  K 6
 LJ0001  PID         -  LJ0001
 LJ0001  STATE/COUNTY-  NE/DAWSON
 LJ0001  USGS QUAD   -  GOTHENBURG SE (1970)
 LJ0001
 LJ0001                         *CURRENT SURVEY CONTROL
 LJ0001  ___________________________________________________________________
 LJ0001* NAD 83(1986)-  40 52 03.     (N)    100 00 53.     (W)     SCALED    
 LJ0001* NAVD 88     -       762.356  (meters)    2501.16   (feet)  ADJUSTED  
 LJ0001  ___________________________________________________________________
 LJ0001  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 LJ0001  DYNAMIC HT  -         761.909 (meters)    2499.70  (feet)  COMP
 LJ0001  MODELED GRAV-     980,011.8   (mgal)                       NAVD 88
 LJ0001
 LJ0001  VERT ORDER  -  FIRST     CLASS II
 LJ0001
 LJ0001.The horizontal coordinates were scaled from a topographic map and have
 LJ0001.an estimated accuracy of +/- 6 seconds.
 LJ0001
 LJ0001.The orthometric height was determined by differential leveling
 LJ0001.and adjusted by the National Geodetic Survey in June 1991..
 LJ0001
 LJ0001.The geoid height was determined by GEOID03.
 LJ0001
 LJ0001.The dynamic height is computed by dividing the NAVD 88
 LJ0001.geopotential number by the normal gravity value computed on the
 LJ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0001.degrees latitude (g = 980.6199 gals.).
 LJ0001
 LJ0001.The modeled gravity was interpolated from observed gravity values.
 LJ0001
 LJ0001;                    North         East    Units  Estimated Accuracy
 LJ0001;SPC NE       -   114,820.      498,760.      MT  (+/- 180 meters Scaled)
 LJ0001
 LJ0001                          SUPERSEDED SURVEY CONTROL
 LJ0001
 LJ0001  NGVD 29 (??/??/92)  762.066  (m)         2500.21   (f) ADJ UNCH    1 2
 LJ0001
 LJ0001.Superseded values are not recommended for survey control.
 LJ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0001.See file dsdata.txt to determine how the superseded data were derived.
 LJ0001
 LJ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML144245(NAD 83)
 LJ0001_MARKER: DB = BENCH MARK DISK
 LJ0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0001_STAMPING: 2500.238 K 6 1933
 LJ0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0001
 LJ0001  HISTORY     - Date     Condition        Report By
 LJ0001  HISTORY     - 1933     MONUMENTED       CGS
 LJ0001  HISTORY     - 1950     GOOD             NGS
 LJ0001  HISTORY     - 1986     MARK NOT FOUND   NGS
 LJ0001
 LJ0001                          STATION DESCRIPTION
 LJ0001
 LJ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LJ0001'1.8 MI NW FROM COZAD.
 LJ0001'ABOUT 1.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LJ0001'COZAD, DAWSON COUNTY, ABOUT 40 YARDS NORTHEAST OF MILEPOST 240,
 LJ0001'AT A COUNTY-ROAD CROSSING, 126 FEET SOUTH OF THE CENTER LINE OF
 LJ0001'U.S. HIGHWAY 30, 44 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LJ0001'6.3 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AND
 LJ0001'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF
 LJ0001'A BOX CULVERT.  A STANDARD DISK, STAMPED 2500.238 K 6 1933.
 LJ0001
 LJ0001                          STATION RECOVERY (1950)
 LJ0001
 LJ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LJ0001'RECOVERED IN GOOD CONDITION.
 LJ0001
 LJ0001                          STATION RECOVERY (1986)
 LJ0001
 LJ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0001'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0002 ***********************************************************************
 LJ0002  DESIGNATION -  K 6 RESET
 LJ0002  PID         -  LJ0002
 LJ0002  STATE/COUNTY-  NE/DAWSON
 LJ0002  USGS QUAD   -  GOTHENBURG SE (1970)
 LJ0002
 LJ0002                         *CURRENT SURVEY CONTROL
 LJ0002  ___________________________________________________________________
 LJ0002* NAD 83(1986)-  40 52 03.     (N)    100 00 54.     (W)     SCALED    
 LJ0002* NAVD 88     -       763.069  (meters)    2503.50   (feet)  ADJUSTED  
 LJ0002  ___________________________________________________________________
 LJ0002  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 LJ0002  DYNAMIC HT  -         762.621 (meters)    2502.03  (feet)  COMP
 LJ0002  MODELED GRAV-     980,011.8   (mgal)                       NAVD 88
 LJ0002
 LJ0002  VERT ORDER  -  FIRST     CLASS II
 LJ0002
 LJ0002.The horizontal coordinates were scaled from a topographic map and have
 LJ0002.an estimated accuracy of +/- 6 seconds.
 LJ0002
 LJ0002.The orthometric height was determined by differential leveling
 LJ0002.and adjusted by the National Geodetic Survey in June 1991..
 LJ0002
 LJ0002.The geoid height was determined by GEOID03.
 LJ0002
 LJ0002.The dynamic height is computed by dividing the NAVD 88
 LJ0002.geopotential number by the normal gravity value computed on the
 LJ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0002.degrees latitude (g = 980.6199 gals.).
 LJ0002
 LJ0002.The modeled gravity was interpolated from observed gravity values.
 LJ0002
 LJ0002;                    North         East    Units  Estimated Accuracy
 LJ0002;SPC NE       -   114,820.      498,740.      MT  (+/- 180 meters Scaled)
 LJ0002
 LJ0002                          SUPERSEDED SURVEY CONTROL
 LJ0002
 LJ0002  NGVD 29 (02/14/92)  762.765  (m)         2502.50   (f) ADJUSTED    1 2
 LJ0002
 LJ0002.Superseded values are not recommended for survey control.
 LJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0002.See file dsdata.txt to determine how the superseded data were derived.
 LJ0002
 LJ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML144245(NAD 83)
 LJ0002_MARKER: DV = VERTICAL CONTROL DISK
 LJ0002_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LJ0002_SP_SET: CULVERT HEADWALL
 LJ0002_STAMPING: K 6 RESET 1973
 LJ0002_MARK LOGO: NGS   
 LJ0002_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0002+STABILITY: SURFACE MOTION
 LJ0002
 LJ0002  HISTORY     - Date     Condition        Report By
 LJ0002  HISTORY     - 1973     MONUMENTED       UPRR
 LJ0002  HISTORY     - 1986     POOR             NGS
 LJ0002  HISTORY     - 19981028 GOOD             LOCENG
 LJ0002
 LJ0002                          STATION DESCRIPTION
 LJ0002
 LJ0002'DESCRIBED BY UNION PACIFIC RAILROAD 1973
 LJ0002'1.8 MI NW FROM COZAD.
 LJ0002'ABOUT 1.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LJ0002'COZAD, DAWSON COUNTY ABOUT 40 YARDS NORTHEAST OF MILEPOST 240,
 LJ0002'AT A COUNTY ROAD CROSSING, 126 FEET SOUTH OF THE CENTER LINE OF
 LJ0002'U.S. HIGHWAY 30, 44 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LJ0002'6.3 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AND
 LJ0002'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF
 LJ0002'A BOX CULVERT (CULV. 239.99).  A STANDARD DISK, STAMPED K 6
 LJ0002'RESET 1973.
 LJ0002
 LJ0002                          STATION RECOVERY (1986)
 LJ0002
 LJ0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0002'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  2.8 KM (1.75
 LJ0002'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 LJ0002'STATION AT COZAD, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST
 LJ0002'HEADWALL FOR A 3 BY 6 FOOT BOX CULVERT UNDER THE UNION PACIFIC
 LJ0002'RAILROAD, 0.2 KM (0.13 MI) SOUTHEAST OF MILEPOST 222, 38.4 METERS (126
 LJ0002'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 13.4 METERS (44 FT) WEST OF
 LJ0002'THE CENTER OF A GRAVEL ROAD AND 2.0 METERS (6.5 FT) NORTHEAST OF THE
 LJ0002'NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS.  NOTE--BENCH MARK WAS
 LJ0002'FOUND WITH NO CONCRETE UNDER THE DISK, DISK WAS LOOSE AND CONCRETE WAS
 LJ0002'REPLACED.
 LJ0002'THE MARK IS 0.2 M BELOW THE TRACKS.
 LJ0002
 LJ0002                          STATION RECOVERY (1998)
 LJ0002
 LJ0002'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998
 LJ0002'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LJ0002'TRACK CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1137 ***********************************************************************
 AI1137  DESIGNATION -  K 6 RESET
 AI1137  PID         -  AI1137
 AI1137  STATE/COUNTY-  NE/DAWSON
 AI1137  USGS QUAD   -  GOTHENBURG SE (1970)
 AI1137
 AI1137                         *CURRENT SURVEY CONTROL
 AI1137  ___________________________________________________________________
 AI1137* NAD 83(1986)-  40 52 03.     (N)    100 00 54.     (W)     SCALED    
 AI1137* NAVD 88     -       762.21   (meters)    2500.7    (feet)  RESET     
 AI1137  ___________________________________________________________________
 AI1137  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 AI1137
 AI1137  VERT ORDER  -  THIRD
 AI1137
 AI1137.The horizontal coordinates were scaled from a topographic map and have
 AI1137.an estimated accuracy of +/- 6 seconds.
 AI1137
 AI1137.The orthometric height was computed from unverified reset data.
 AI1137.No vertical observational check was made to the station.
 AI1137
 AI1137.The geoid height was determined by GEOID03.
 AI1137
 AI1137;                    North         East    Units  Estimated Accuracy
 AI1137;SPC NE       -   114,820.      498,740.      MT  (+/- 180 meters Scaled)
 AI1137
 AI1137                          SUPERSEDED SURVEY CONTROL
 AI1137
 AI1137.No superseded survey control is available for this station.
 AI1137
 AI1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML144245(NAD 83)
 AI1137_MARKER: DV = VERTICAL CONTROL DISK
 AI1137_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI1137_SP_SET: CULVERT HEADWALL
 AI1137_STAMPING: K 6 RESET 1998
 AI1137_MARK LOGO: NGS   
 AI1137_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1137+STABILITY: SURFACE MOTION
 AI1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1137+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1137
 AI1137  HISTORY     - Date     Condition        Report By
 AI1137  HISTORY     - 1998     MONUMENTED       LOCENG
 AI1137
 AI1137                          STATION DESCRIPTION
 AI1137
 AI1137'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998
 AI1137'1.75 MI (2.82 KM) NORTHWEST ALONG U.S.  HIGHWAY 30, FROM THE UNION
 AI1137'PACIFIC RAILROAD STATION AT COZAD, TO THE MARK ON THE LEFT, AT HIGHWAY
 AI1137'MILEPOST 222+30, IN THE SOUTHWEST ANGLE OF THE INTERSECTION WITH
 AI1137'COUNTY ROAD 419, IN THE NE1/4, SEC2, T10N, R24W AND CEMENTED IN A
 AI1137'DRILLED IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 AI1137'CULVERT UNDER THE UNION PACIFIC RAILROAD, 106.0 FT (32.3 M) SOUTHWEST
 AI1137'OF THE CENTERLINE OF THE HIGHWAY, 44 FT (13.4 M) NORTHEAST OF THE
 AI1137'NORTHEAST SET OF TRACKS, 29.0 FT (8.8 M) NORTHWEST OF THE CENTERLINE
 AI1137'OF THE COUNTY ROAD AND 1.90 FT (0.58 M) WEST-SOUTHWEST OF A WITNESS
 AI1137'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0181 ***********************************************************************
 NP0181  DESIGNATION -  K 61
 NP0181  PID         -  NP0181
 NP0181  STATE/COUNTY-  NE/SHERIDAN
 NP0181  USGS QUAD   -  ANTIOCH (1989)
 NP0181
 NP0181                         *CURRENT SURVEY CONTROL
 NP0181  ___________________________________________________________________
 NP0181* NAD 83(1986)-  42 04 02.     (N)    102 32 45.     (W)     SCALED    
 NP0181* NAVD 88     -      1185.590  (meters)    3889.72   (feet)  ADJUSTED  
 NP0181  ___________________________________________________________________
 NP0181  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 NP0181  DYNAMIC HT  -        1184.910 (meters)    3887.49  (feet)  COMP
 NP0181  MODELED GRAV-     980,007.3   (mgal)                       NAVD 88
 NP0181
 NP0181  VERT ORDER  -  SECOND    CLASS 0
 NP0181
 NP0181.The horizontal coordinates were scaled from a topographic map and have
 NP0181.an estimated accuracy of +/- 6 seconds.
 NP0181
 NP0181.The orthometric height was determined by differential leveling
 NP0181.and adjusted by the National Geodetic Survey in June 1991..
 NP0181
 NP0181.The geoid height was determined by GEOID03.
 NP0181
 NP0181.The dynamic height is computed by dividing the NAVD 88
 NP0181.geopotential number by the normal gravity value computed on the
 NP0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0181.degrees latitude (g = 980.6199 gals.).
 NP0181
 NP0181.The modeled gravity was interpolated from observed gravity values.
 NP0181
 NP0181;                    North         East    Units  Estimated Accuracy
 NP0181;SPC NE       -   251,120.      289,390.      MT  (+/- 180 meters Scaled)
 NP0181
 NP0181                          SUPERSEDED SURVEY CONTROL
 NP0181
 NP0181  NGVD 29 (??/??/92) 1185.032  (m)         3887.89   (f) ADJ UNCH    2 0
 NP0181
 NP0181.Superseded values are not recommended for survey control.
 NP0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0181.See file dsdata.txt to determine how the superseded data were derived.
 NP0181
 NP0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG030601(NAD 83)
 NP0181_MARKER: DB = BENCH MARK DISK
 NP0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0181_STAMPING: K 61 1934
 NP0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0181+STABILITY: SURFACE MOTION
 NP0181
 NP0181  HISTORY     - Date     Condition        Report By
 NP0181  HISTORY     - 1934     MONUMENTED       CGS
 NP0181  HISTORY     - 1940     GOOD             NGS
 NP0181  HISTORY     - 1977     GOOD             BNRR
 NP0181
 NP0181                          STATION DESCRIPTION
 NP0181
 NP0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NP0181'2 MI E FROM ANTIOCH.
 NP0181'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0181'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 0.5 MILE WEST OF
 NP0181'MILEPOST 348, AT THE WEST SIDE OF A HILL, 69.8 FEET SOUTHWEST
 NP0181'OF A POLE ON THE SOUTHWEST SIDE OF A HILL, 49.3 FEET SOUTH OF
 NP0181'THE SOUTH RAIL, 2.5 FEET WEST OF A 4- BY 4-INCH WHITE POST
 NP0181'PROJECTING 1.8 FEET ABOVE GROUND, AND 3.0 FEET LOWER THAN THE
 NP0181'TRACK.  A STANDARD DISK, STAMPED K 61 1934 AND SET IN THE TOP
 NP0181'OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 NP0181
 NP0181                          STATION RECOVERY (1977)
 NP0181
 NP0181'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 NP0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0290 ***********************************************************************
 NO0290  CBN         -  This is a Cooperative Base Network Control Station.
 NO0290  DESIGNATION -  K 62
 NO0290  PID         -  NO0290
 NO0290  STATE/COUNTY-  NE/GRANT
 NO0290  USGS QUAD   -  HYANNIS NORTH (1989)
 NO0290
 NO0290                         *CURRENT SURVEY CONTROL
 NO0290  ___________________________________________________________________
 NO0290* NAD 83(1995)-  42 00 22.52729(N)    101 47 48.81424(W)     ADJUSTED  
 NO0290* NAVD 88     -      1138.710  (meters)    3735.92   (feet)  ADJUSTED  
 NO0290  ___________________________________________________________________
 NO0290  X           -    -970,565.524 (meters)                     COMP
 NO0290  Y           -  -4,647,094.070 (meters)                     COMP
 NO0290  Z           -   4,246,869.456 (meters)                     COMP
 NO0290  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 NO0290  ELLIP HEIGHT-        1119.41  (meters)          (09/24/01) GPS OBS
 NO0290  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 NO0290  DYNAMIC HT  -        1138.073 (meters)    3733.83  (feet)  COMP
 NO0290  MODELED GRAV-     980,022.6   (mgal)                       NAVD 88
 NO0290
 NO0290  HORZ ORDER  -  B
 NO0290  VERT ORDER  -  SECOND    CLASS 0
 NO0290  ELLP ORDER  -  FOURTH    CLASS I
 NO0290
 NO0290.The horizontal coordinates were established by GPS observations
 NO0290.and adjusted by the National Geodetic Survey in June 1996..
 NO0290
 NO0290.The orthometric height was determined by differential leveling
 NO0290.and adjusted by the National Geodetic Survey in June 1991..
 NO0290
 NO0290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0290
 NO0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0290
 NO0290.The ellipsoidal height was determined by GPS observations
 NO0290.and is referenced to NAD 83.
 NO0290
 NO0290.The geoid height was determined by GEOID03.
 NO0290
 NO0290.The dynamic height is computed by dividing the NAVD 88
 NO0290.geopotential number by the normal gravity value computed on the
 NO0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0290.degrees latitude (g = 980.6199 gals.).
 NO0290
 NO0290.The modeled gravity was interpolated from observed gravity values.
 NO0290
 NO0290;                    North         East     Units Scale Factor Converg.
 NO0290;SPC NE       -   242,799.199   351,196.512   MT  0.99969667   -1 11 26.9
 NO0290;UTM  14      - 4,654,255.805   268,380.929   MT  1.00026017   -1 52 21.2
 NO0290
 NO0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0290!SPC NE       -   0.99982446  x   0.99969667  =   0.99952118
 NO0290!UTM  14      -   0.99982446  x   1.00026017  =   1.00008459
 NO0290
 NO0290                          SUPERSEDED SURVEY CONTROL
 NO0290
 NO0290  ELLIP H (06/25/96) 1119.45   (m)                       GP(       ) 1 1
 NO0290  NAVD 88 (06/25/96) 1138.71   (m)         3735.9    (f) LEVELING    3  
 NO0290  NGVD 29 (??/??/92) 1138.231  (m)         3734.35   (f) ADJ UNCH    2 0
 NO0290
 NO0290.Superseded values are not recommended for survey control.
 NO0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0290.See file dsdata.txt to determine how the superseded data were derived.
 NO0290
 NO0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6838154256(NAD 83)
 NO0290_MARKER: DB = BENCH MARK DISK
 NO0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0290_STAMPING: K 62 1934
 NO0290_MARK LOGO: CGS   
 NO0290_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NO0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0290+STABILITY: SURFACE MOTION
 NO0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0290+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1995
 NO0290
 NO0290  HISTORY     - Date     Condition        Report By
 NO0290  HISTORY     - 1934     MONUMENTED       CGS
 NO0290  HISTORY     - 1982     GOOD             NEDR
 NO0290  HISTORY     - 19950517 GOOD             NGS
 NO0290
 NO0290                          STATION DESCRIPTION
 NO0290
 NO0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0290'1.7 MI W FROM HYANNIS.
 NO0290'1.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0290'FROM THE STATION AT HYANNIS, GRANT COUNTY, 0.4 MILE EAST OF
 NO0290'MILEPOST 309, 104 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 NO0290'96 FEET NORTH OF THE NORTH RAIL, 120 FEET WEST OF THE WEST END
 NO0290'OF A RIGHT-OF-WAY FENCE GATE, AND 2.4 FEET SOUTH OF THE FENCE.
 NO0290'A STANDARD DISK, STAMPED K 62 1934 AND SET IN THE TOP OF A
 NO0290'CONCRETE POST.
 NO0290
 NO0290                          STATION RECOVERY (1982)
 NO0290
 NO0290'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1982
 NO0290'DISTANCES ARE INCORRECT--SHOULD BE 110' NORTHWEST OF CENTER OF ROAD
 NO0290'CROSSING, 91' NORTH OF NORTH RAIL, 18' WEST OF WEST END OF
 NO0290'RIGHT-OF-WAY FENCE GATE.
 NO0290
 NO0290                          STATION RECOVERY (1995)
 NO0290
 NO0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0290'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) WEST OF HYANNIS, 0.05 MI
 NO0290'(0.08 KM) NORTH OF STATE HIGHWAY 2, AT A PRIVATE RAILROAD CROSSING, ON
 NO0290'THE NORTH RIGHT-OF-WAY OF THE BURLINGTON NORTHERN RAILROAD AND IN THE
 NO0290'SE1/4, SEC35, T24N, R39W.  TO REACH THE MARK FROM THE JUNCTION OF
 NO0290'STATE HIGHWAYS 2 AND 61 IN THE WEST PART OF HYANNIS, GO WEST ON
 NO0290'HIGHWAY 2 FOR 1.6 MI (2.6 KM) TO A FIELD ROAD ON THE RIGHT, LEADING TO
 NO0290'AN ABANDONED FARM SITE.  TURN RIGHT AND GO NORTH FOR 0.05 MI (0.08 KM)
 NO0290'TO A GATE AND THE MARK ON THE LEFT.  THE DISK IS SET INTO THE TOP OF A
 NO0290'SQUARE CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.2 FT (6.1 CM) BELOW
 NO0290'THE GROUND SURFACE.  IT IS 110.7 FT (33.7 M) NORTH-NORTHWEST FROM THE
 NO0290'CENTER OF A CONCRETE CROSSING OF THE RAILROAD AND THE FIELD ROAD, 97.2
 NO0290'FT (29.6 M) NORTH OF THE NORTH RAIL, 52.7 FT (16.1 M) NORTHEAST OF A
 NO0290'UTILITY POLE, 25.5 FT (7.8 M) WEST OF THE CENTERLINE OF THE FIELD
 NO0290'ROAD, 11.0 FT (3.4 M) WEST OF A CONCRETE FENCE POST, 5.3 FT (1.6 M)
 NO0290'WEST-SOUTHWEST OF A T-FENCE CORNER, 3.0 FT (0.9 M) SOUTH OF THE NORTH
 NO0290'RIGHT-OF-WAY FENCE, 2.5 FT (0.8 M) EAST OF A WITNESS POST AND IS ABOUT
 NO0290'LEVEL WITH THE TRACK. REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE
 NO0290'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0463 ***********************************************************************
 NN0463  DESIGNATION -  K 67
 NN0463  PID         -  NN0463
 NN0463  STATE/COUNTY-  NE/BROWN
 NN0463  USGS QUAD   -  GOLDMAN LAKE NE (1982)
 NN0463
 NN0463                         *CURRENT SURVEY CONTROL
 NN0463  ___________________________________________________________________
 NN0463* NAD 83(1986)-  42 08 33.     (N)    099 50 46.     (W)     SCALED    
 NN0463* NAVD 88     -       791.933  (meters)    2598.20   (feet)  ADJUSTED  
 NN0463  ___________________________________________________________________
 NN0463  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 NN0463  DYNAMIC HT  -         791.561 (meters)    2596.98  (feet)  COMP
 NN0463  MODELED GRAV-     980,126.0   (mgal)                       NAVD 88
 NN0463
 NN0463  VERT ORDER  -  SECOND    CLASS 0
 NN0463
 NN0463.The horizontal coordinates were scaled from a topographic map and have
 NN0463.an estimated accuracy of +/- 6 seconds.
 NN0463
 NN0463.The orthometric height was determined by differential leveling
 NN0463.and adjusted by the National Geodetic Survey in June 1991..
 NN0463
 NN0463.The geoid height was determined by GEOID03.
 NN0463
 NN0463.The dynamic height is computed by dividing the NAVD 88
 NN0463.geopotential number by the normal gravity value computed on the
 NN0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0463.degrees latitude (g = 980.6199 gals.).
 NN0463
 NN0463.The modeled gravity was interpolated from observed gravity values.
 NN0463
 NN0463;                    North         East    Units  Estimated Accuracy
 NN0463;SPC NE       -   256,390.      512,720.      MT  (+/- 180 meters Scaled)
 NN0463
 NN0463                          SUPERSEDED SURVEY CONTROL
 NN0463
 NN0463  NGVD 29 (??/??/92)  791.635  (m)         2597.22   (f) ADJ UNCH    2 0
 NN0463
 NN0463.Superseded values are not recommended for survey control.
 NN0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0463.See file dsdata.txt to determine how the superseded data were derived.
 NN0463
 NN0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM300659(NAD 83)
 NN0463_MARKER: DB = BENCH MARK DISK
 NN0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0463_STAMPING: K 67 1935
 NN0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0463+STABILITY: SURFACE MOTION
 NN0463
 NN0463  HISTORY     - Date     Condition        Report By
 NN0463  HISTORY     - 1935     MONUMENTED       CGS
 NN0463  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0463
 NN0463                          STATION DESCRIPTION
 NN0463
 NN0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0463'17.1 MI N FROM BREWSTER.
 NN0463'IN BROWN COUNTY, ABOUT 17.1 MILES NORTH ALONG STATE HIGHWAY 7
 NN0463'FROM THE COUNTY COURTHOUSE AT BREWSTER, BLAINE COUNTY, AT THE
 NN0463'TOP OF A SMALL KNOLL SURROUNDED BY SAND HILLS AT A MAIL BOX,
 NN0463'50 FEET EAST OF THE SOUTHEAST CORNER OF A CULTIVATED FIELD,
 NN0463'AND 13 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 NN0463'DISK, STAMPED K 67 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0463
 NN0463                          STATION RECOVERY (1975)
 NN0463
 NN0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0104 ***********************************************************************
 MM0104  DESIGNATION -  K 7
 MM0104  PID         -  MM0104
 MM0104  STATE/COUNTY-  NE/LINCOLN
 MM0104  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0104
 MM0104                         *CURRENT SURVEY CONTROL
 MM0104  ___________________________________________________________________
 MM0104* NAD 83(1986)-  41 08 38.     (N)    100 47 43.     (W)     SCALED    
 MM0104* NAVD 88     -       857.292  (meters)    2812.63   (feet)  ADJUSTED  
 MM0104  ___________________________________________________________________
 MM0104  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 MM0104  DYNAMIC HT  -         856.791 (meters)    2810.99  (feet)  COMP
 MM0104  MODELED GRAV-     980,010.5   (mgal)                       NAVD 88
 MM0104
 MM0104  VERT ORDER  -  FIRST     CLASS II
 MM0104
 MM0104.The horizontal coordinates were scaled from a topographic map and have
 MM0104.an estimated accuracy of +/- 6 seconds.
 MM0104
 MM0104.The orthometric height was determined by differential leveling
 MM0104.and adjusted by the National Geodetic Survey in June 1994..
 MM0104
 MM0104.The geoid height was determined by GEOID03.
 MM0104
 MM0104.The dynamic height is computed by dividing the NAVD 88
 MM0104.geopotential number by the normal gravity value computed on the
 MM0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0104.degrees latitude (g = 980.6199 gals.).
 MM0104
 MM0104.The modeled gravity was interpolated from observed gravity values.
 MM0104
 MM0104;                    North         East    Units  Estimated Accuracy
 MM0104;SPC NE       -   145,810.      433,260.      MT  (+/- 180 meters Scaled)
 MM0104
 MM0104                          SUPERSEDED SURVEY CONTROL
 MM0104
 MM0104  NAVD 88 (06/15/91)  857.287  (m)         2812.62   (f) UNKNOWN     1 2
 MM0104  NGVD 29 (??/??/92)  856.940  (m)         2811.48   (f) ADJ UNCH    1 2
 MM0104
 MM0104.Superseded values are not recommended for survey control.
 MM0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0104.See file dsdata.txt to determine how the superseded data were derived.
 MM0104
 MM0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL493562(NAD 83)
 MM0104_MARKER: DB = BENCH MARK DISK
 MM0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0104_STAMPING: 2811.477 K 7 1933
 MM0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0104+STABILITY: SURFACE MOTION
 MM0104
 MM0104  HISTORY     - Date     Condition        Report By
 MM0104  HISTORY     - 1933     MONUMENTED       CGS
 MM0104
 MM0104                          STATION DESCRIPTION
 MM0104
 MM0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0104'2 MI W FROM NORTH PLATTE.
 MM0104'ABOUT 2.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0104'NORTH PLATTE, LINCOLN COUNTY, ABOUT 12.7 FEET WEST OF MILEPOST
 MM0104'286, OPPOSITE A LARGE ICE PLANT AND CAR-ICING STATION, 92.3 FEET
 MM0104'SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND 75 FEET
 MM0104'NORTH OF THE CENTER LINE OF A GRAVEL ROAD PARALLELING THE TRACK.
 MM0104'A STANDARD DISK, STAMPED 2811.477 K 7 1933 AND SET IN THE TOP
 MM0104'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0105 ***********************************************************************
 MM0105  DESIGNATION -  K 7 RESET
 MM0105  PID         -  MM0105
 MM0105  STATE/COUNTY-  NE/LINCOLN
 MM0105  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0105
 MM0105                         *CURRENT SURVEY CONTROL
 MM0105  ___________________________________________________________________
 MM0105* NAD 83(1986)-  41 08 38.     (N)    100 47 43.     (W)     SCALED    
 MM0105* NAVD 88     -       858.04   (meters)    2815.1    (feet)  RESET     
 MM0105  ___________________________________________________________________
 MM0105  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 MM0105
 MM0105  VERT ORDER  -  THIRD
 MM0105
 MM0105.The horizontal coordinates were scaled from a topographic map and have
 MM0105.an estimated accuracy of +/- 6 seconds.
 MM0105
 MM0105.The orthometric height was computed from unverified reset data.
 MM0105
 MM0105.The geoid height was determined by GEOID03.
 MM0105
 MM0105;                    North         East    Units  Estimated Accuracy
 MM0105;SPC NE       -   145,810.      433,260.      MT  (+/- 180 meters Scaled)
 MM0105
 MM0105                          SUPERSEDED SURVEY CONTROL
 MM0105
 MM0105.No superseded survey control is available for this station.
 MM0105
 MM0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL493562(NAD 83)
 MM0105_MARKER: DB = BENCH MARK DISK
 MM0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0105_SP_SET: CONCRETE POST
 MM0105_STAMPING: K 7 RESET 1967
 MM0105_MARK LOGO: CGS   
 MM0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0105+STABILITY: SURFACE MOTION
 MM0105
 MM0105  HISTORY     - Date     Condition        Report By
 MM0105  HISTORY     - 1967     MONUMENTED       UPRR
 MM0105  HISTORY     - 1986     GOOD             NGS
 MM0105
 MM0105                          STATION DESCRIPTION
 MM0105
 MM0105'DESCRIBED BY UNION PACIFIC RAILROAD 1967
 MM0105'2 MI W FROM NORTH PLATTE.
 MM0105'ABOUT 2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM NORTH
 MM0105'PLATTE, 13 FEET WEST OF MILEPOST 286, OPPOSITE A LARGE ICE
 MM0105'PLANT AND CAR ICING STATION, 44.4 FEET SOUTH OF THE SOUTH RAIL
 MM0105'OF THE EAST-BOUND MAIN TRACK, 33.3 FEET NORTH OF THE NORTH RAIL
 MM0105'OF THE DEPARTURE YARD TRACK, 24 FEET SOUTH OF THE CENTER LINE
 MM0105'OF A 20 FOOT GRAVEL ROAD PARALLELING THE TRACK, SET IN THE TOP
 MM0105'OF A CONCRETE POST PROJECTING 6 INCHES, OPPOSITE UNION PACIFIC
 MM0105'RAILROAD EAST-BOUND MAIN LINE STATIONS 15578 + 50 AND IS PROTECTED
 MM0105'BY 6 FOOT STEEL FENCE POSTS PAINTED BLACK AND WHITE.  NOTE-- IT
 MM0105'IS COVERED BY A 4 FEET OF FILL.
 MM0105
 MM0105                          STATION RECOVERY (1986)
 MM0105
 MM0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0011 ***********************************************************************
 ML0011  DESIGNATION -  K 70
 ML0011  PID         -  ML0011
 ML0011  STATE/COUNTY-  NE/WHEELER
 ML0011  USGS QUAD   -  PARK CHURCH (1985)
 ML0011
 ML0011                         *CURRENT SURVEY CONTROL
 ML0011  ___________________________________________________________________
 ML0011* NAD 83(1986)-  41 59 14.     (N)    098 18 20.     (W)     SCALED    
 ML0011* NAVD 88     -       643.457  (meters)    2111.08   (feet)  ADJUSTED  
 ML0011  ___________________________________________________________________
 ML0011  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 ML0011  DYNAMIC HT  -         643.181 (meters)    2110.17  (feet)  COMP
 ML0011  MODELED GRAV-     980,170.9   (mgal)                       NAVD 88
 ML0011
 ML0011  VERT ORDER  -  SECOND    CLASS 0
 ML0011
 ML0011.The horizontal coordinates were scaled from a topographic map and have
 ML0011.an estimated accuracy of +/- 6 seconds.
 ML0011
 ML0011.The orthometric height was determined by differential leveling
 ML0011.and adjusted by the National Geodetic Survey in June 1991..
 ML0011
 ML0011.The geoid height was determined by GEOID03.
 ML0011
 ML0011.The dynamic height is computed by dividing the NAVD 88
 ML0011.geopotential number by the normal gravity value computed on the
 ML0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0011.degrees latitude (g = 980.6199 gals.).
 ML0011
 ML0011.The modeled gravity was interpolated from observed gravity values.
 ML0011
 ML0011;                    North         East    Units  Estimated Accuracy
 ML0011;SPC NE       -   240,520.      640,360.      MT  (+/- 180 meters Scaled)
 ML0011
 ML0011                          SUPERSEDED SURVEY CONTROL
 ML0011
 ML0011  NGVD 29 (??/??/92)  643.223  (m)         2110.31   (f) ADJ UNCH    2 0
 ML0011
 ML0011.Superseded values are not recommended for survey control.
 ML0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0011.See file dsdata.txt to determine how the superseded data were derived.
 ML0011
 ML0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM575485(NAD 83)
 ML0011_MARKER: DB = BENCH MARK DISK
 ML0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0011_STAMPING: K-70 1935
 ML0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0011+STABILITY: SURFACE MOTION
 ML0011
 ML0011  HISTORY     - Date     Condition        Report By
 ML0011  HISTORY     - 1935     MONUMENTED       CGS
 ML0011  HISTORY     - 1938     GOOD             NGS
 ML0011
 ML0011                          STATION DESCRIPTION
 ML0011
 ML0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0011'1.4 MI W FROM PARK CENTER.
 ML0011'1.4 MILES WEST OF PARK CENTER HIGH SCHOOL, ALONG STATE HIGHWAY
 ML0011'NO. 53 BETWEEN PARK CENTER AND U.S. HIGHWAY NO. 281, 39.5 FEET
 ML0011'SOUTH OF THE CENTER OF THE HIGHWAY, 6.0 FEET EAST OF A NORTH-SOUTH
 ML0011'FENCE, 4.5 FEET SOUTH OF THE RIGHT OF WAY FENCE.  A STANDARD
 ML0011'DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0606 ***********************************************************************
 ML0606  DESIGNATION -  K 71 RESET
 ML0606  PID         -  ML0606
 ML0606  STATE/COUNTY-  NE/GARFIELD
 ML0606  USGS QUAD   -  BURWELL SE (1978)
 ML0606
 ML0606                         *CURRENT SURVEY CONTROL
 ML0606  ___________________________________________________________________
 ML0606* NAD 83(1986)-  41 46 47.     (N)    099 05 51.     (W)     SCALED    
 ML0606* NAVD 88     -       651.95   (meters)    2138.9    (feet)  RESET     
 ML0606  ___________________________________________________________________
 ML0606  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 ML0606
 ML0606  VERT ORDER  -  THIRD
 ML0606
 ML0606.The horizontal coordinates were scaled from a topographic map and have
 ML0606.an estimated accuracy of +/- 6 seconds.
 ML0606
 ML0606.The orthometric height was computed from unverified reset data.
 ML0606.No vertical observational check was made to the station.
 ML0606
 ML0606.The geoid height was determined by GEOID03.
 ML0606
 ML0606;                    North         East    Units  Estimated Accuracy
 ML0606;SPC NE       -   216,490.      575,000.      MT  (+/- 180 meters Scaled)
 ML0606
 ML0606                          SUPERSEDED SURVEY CONTROL
 ML0606
 ML0606  NGVD 29 (??/??/??)  651.69   (m)         2138.1    (f) RESET       3  
 ML0606
 ML0606.Superseded values are not recommended for survey control.
 ML0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0606.See file dsdata.txt to determine how the superseded data were derived.
 ML0606
 ML0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM918253(NAD 83)
 ML0606_MARKER: DB = BENCH MARK DISK
 ML0606_SETTING: 0 = UNSPECIFIED SETTING
 ML0606_STAMPING: K 71 RESET 1964
 ML0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0606
 ML0606  HISTORY     - Date     Condition        Report By
 ML0606  HISTORY     - 1964     MONUMENTED       CGS
 ML0606
 ML0606                          STATION DESCRIPTION
 ML0606
 ML0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 ML0606'2.2 MI E FROM BURWELL.
 ML0606'ABOUT 2.8 MILES EAST, NORTH, AND EAST ALONG STATE HIGHWAYS 11
 ML0606'AND 91 FROM THE COUNTY COURTHOUSE AT BURWELL, GARFIELD COUNTY,
 ML0606'197 FEET EAST-NORTHEAST OF THE NORTHWEST CORNTER OF R. BURSONS
 ML0606'NEW FARMHOUSE, 12 FEET EAST OF THE CENTERLINE OF DRIVEWAY TO
 ML0606'FARMHOUSE, 2 FEET SOUTH OF A FENCE CORNER AND WEST GATE POST
 ML0606'FOR DOUBLE GATE, 1 FOOT WEST OF A NORTH-SOUTH FENCE, AND 1 FOOT
 ML0606'NORTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES
 ML0606'AND THE DISK IS STAMPED K 71 RESET 1964.  TO REACH THIS BENCH
 ML0606'MARK FROM THE COUNTY COURTHOUSE IN BURWELL, GARFIELD COUNTY, GO
 ML0606'EAST FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAYS 11 AND 91.
 ML0606'TURN LEFT AND GO NORTH FOR STATE HIGHWAYS 11 AND 91 FOR 0.2
 ML0606'MILE TO BRIDGE OVER THE LOUP RIVER.  CONTINUE NORTH FOR 0.2
 ML0606'MILE, THEN RIGHT AND GO EAST FOR 0.9 MILE TO WHERE STATE HIGHWAY
 ML0606'11 GOES NORTH.  CONTINUE EAST ON STATE HIGHWAY 91 FOR 0.8 MILE
 ML0606'TOA  FARM DRIVEWAY ON THE RIGHT.  TURN RIGHT INTO THE FARM
 ML0606'DRIVEWAY AND GO SOUTH FOR 0.1 MILE TO THE DOUBLE STEEL GATE ON
 ML0606'THE LEFT AND THE BENCH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0876 ***********************************************************************
 ML0876  DESIGNATION -  K 72
 ML0876  PID         -  ML0876
 ML0876  STATE/COUNTY-  NE/BLAINE
 ML0876  USGS QUAD   -  BREWSTER (1978)
 ML0876
 ML0876                         *CURRENT SURVEY CONTROL
 ML0876  ___________________________________________________________________
 ML0876* NAD 83(1986)-  41 55 43.     (N)    099 45 16.     (W)     SCALED    
 ML0876* NAVD 88     -       747.529  (meters)    2452.52   (feet)  ADJUSTED  
 ML0876  ___________________________________________________________________
 ML0876  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 ML0876  DYNAMIC HT  -         747.171 (meters)    2451.34  (feet)  COMP
 ML0876  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 ML0876
 ML0876  VERT ORDER  -  SECOND    CLASS 0
 ML0876
 ML0876.The horizontal coordinates were scaled from a topographic map and have
 ML0876.an estimated accuracy of +/- 6 seconds.
 ML0876
 ML0876.The orthometric height was determined by differential leveling
 ML0876.and adjusted by the National Geodetic Survey in June 1991..
 ML0876
 ML0876.The geoid height was determined by GEOID03.
 ML0876
 ML0876.The dynamic height is computed by dividing the NAVD 88
 ML0876.geopotential number by the normal gravity value computed on the
 ML0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0876.degrees latitude (g = 980.6199 gals.).
 ML0876
 ML0876.The modeled gravity was interpolated from observed gravity values.
 ML0876
 ML0876;                    North         East    Units  Estimated Accuracy
 ML0876;SPC NE       -   232,660.      520,360.      MT  (+/- 180 meters Scaled)
 ML0876
 ML0876                          SUPERSEDED SURVEY CONTROL
 ML0876
 ML0876  NGVD 29 (??/??/92)  747.247  (m)         2451.59   (f) ADJ UNCH    2 0
 ML0876
 ML0876.Superseded values are not recommended for survey control.
 ML0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0876.See file dsdata.txt to determine how the superseded data were derived.
 ML0876
 ML0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM374421(NAD 83)
 ML0876_MARKER: DB = BENCH MARK DISK
 ML0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0876_STAMPING: K 72 1935
 ML0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0876+STABILITY: SURFACE MOTION
 ML0876
 ML0876  HISTORY     - Date     Condition        Report By
 ML0876  HISTORY     - 1935     MONUMENTED       CGS
 ML0876  HISTORY     - 1950     GOOD             NGS
 ML0876
 ML0876                          STATION DESCRIPTION
 ML0876
 ML0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0876'6.2 MI E FROM BREWSTER.
 ML0876'6.2 MILES EAST ALONG STATE HIGHWAY 91 FROM THE COURTHOUSE AT
 ML0876'BREWSTER, 35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15
 ML0876'FEET EAST OF A FENCE CORNER, 1.2 FEET NORTH OF A FENCE, 1.7 FEET
 ML0876'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0876'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0091 ***********************************************************************
 NO0091  DESIGNATION -  K 73
 NO0091  PID         -  NO0091
 NO0091  STATE/COUNTY-  NE/CHERRY
 NO0091  USGS QUAD   -  MULE LAKE (1985)
 NO0091
 NO0091                         *CURRENT SURVEY CONTROL
 NO0091  ___________________________________________________________________
 NO0091* NAD 83(1986)-  42 23 40.     (N)    100 41 02.     (W)     SCALED    
 NO0091* NAVD 88     -       928.722  (meters)    3046.98   (feet)  ADJUSTED  
 NO0091  ___________________________________________________________________
 NO0091  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 NO0091  DYNAMIC HT  -         928.282 (meters)    3045.54  (feet)  COMP
 NO0091  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 NO0091
 NO0091  VERT ORDER  -  SECOND    CLASS 0
 NO0091
 NO0091.The horizontal coordinates were scaled from a topographic map and have
 NO0091.an estimated accuracy of +/- 6 seconds.
 NO0091
 NO0091.The orthometric height was determined by differential leveling
 NO0091.and adjusted by the National Geodetic Survey in June 1991..
 NO0091
 NO0091.The geoid height was determined by GEOID03.
 NO0091
 NO0091.The dynamic height is computed by dividing the NAVD 88
 NO0091.geopotential number by the normal gravity value computed on the
 NO0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0091.degrees latitude (g = 980.6199 gals.).
 NO0091
 NO0091.The modeled gravity was interpolated from observed gravity values.
 NO0091
 NO0091;                    North         East    Units  Estimated Accuracy
 NO0091;SPC NE       -   284,580.      443,700.      MT  (+/- 180 meters Scaled)
 NO0091
 NO0091                          SUPERSEDED SURVEY CONTROL
 NO0091
 NO0091  NGVD 29 (??/??/92)  928.412  (m)         3045.97   (f) ADJ UNCH    2 0
 NO0091
 NO0091.Superseded values are not recommended for survey control.
 NO0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0091.See file dsdata.txt to determine how the superseded data were derived.
 NO0091
 NO0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM614949(NAD 83)
 NO0091_MARKER: DB = BENCH MARK DISK
 NO0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0091_STAMPING: K 73 1934
 NO0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0091+STABILITY: SURFACE MOTION
 NO0091
 NO0091  HISTORY     - Date     Condition        Report By
 NO0091  HISTORY     - 1934     MONUMENTED       CGS
 NO0091
 NO0091                          STATION DESCRIPTION
 NO0091
 NO0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0091'10.1 MI N FROM BROWNLEE.
 NO0091'ABOUT 10.1 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0091'AT BROWNLEE, CHERRY COUNTY, ABOUT 2.0 MILES NORTHWEST OF DISTRICT
 NO0091'SCHOOL 108, 9.5 FEET WEST OF THE CENTER OF AN AUTOMOBILE GATE,
 NO0091'AND 3.4 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED K
 NO0091'73 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0022 ***********************************************************************
 MN0022  DESIGNATION -  K 74
 MN0022  PID         -  MN0022
 MN0022  STATE/COUNTY-  NE/GARDEN
 MN0022  USGS QUAD   -  BLACK LAKE (1986)
 MN0022
 MN0022                         *CURRENT SURVEY CONTROL
 MN0022  ___________________________________________________________________
 MN0022* NAD 83(1986)-  41 57 07.     (N)    102 20 17.     (W)     SCALED    
 MN0022* NAVD 88     -      1190.914  (meters)    3907.19   (feet)  ADJUSTED  
 MN0022  ___________________________________________________________________
 MN0022  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 MN0022  DYNAMIC HT  -        1190.213 (meters)    3904.89  (feet)  COMP
 MN0022  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 MN0022
 MN0022  VERT ORDER  -  SECOND    CLASS 0
 MN0022
 MN0022.The horizontal coordinates were scaled from a topographic map and have
 MN0022.an estimated accuracy of +/- 6 seconds.
 MN0022
 MN0022.The orthometric height was determined by differential leveling
 MN0022.and adjusted by the National Geodetic Survey in June 1991..
 MN0022
 MN0022.The geoid height was determined by GEOID03.
 MN0022
 MN0022.The dynamic height is computed by dividing the NAVD 88
 MN0022.geopotential number by the normal gravity value computed on the
 MN0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0022.degrees latitude (g = 980.6199 gals.).
 MN0022
 MN0022.The modeled gravity was interpolated from observed gravity values.
 MN0022
 MN0022;                    North         East    Units  Estimated Accuracy
 MN0022;SPC NE       -   237,840.      306,230.      MT  (+/- 180 meters Scaled)
 MN0022
 MN0022                          SUPERSEDED SURVEY CONTROL
 MN0022
 MN0022  NGVD 29 (??/??/92) 1190.357  (m)         3905.36   (f) ADJ UNCH    2 0
 MN0022
 MN0022.Superseded values are not recommended for survey control.
 MN0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0022.See file dsdata.txt to determine how the superseded data were derived.
 MN0022
 MN0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG206478(NAD 83)
 MN0022_MARKER: DB = BENCH MARK DISK
 MN0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0022_STAMPING: K 74 1934
 MN0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0022+STABILITY: SURFACE MOTION
 MN0022
 MN0022  HISTORY     - Date     Condition        Report By
 MN0022  HISTORY     - 1934     MONUMENTED       CGS
 MN0022  HISTORY     - 1938     GOOD             NGS
 MN0022
 MN0022                          STATION DESCRIPTION
 MN0022
 MN0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0022'9.9 MI S FROM ELLSWORTH.
 MN0022'IN GARDEN COUNTY, 9.9 MILES SOUTH ALONG STATE HIGHWAY 27 AND THE
 MN0022'MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0022'STATION AT ELLSWORTH, SHERIDAN COUNTY, 100 FEET EAST OF A FENCE
 MN0022'CORNER, 22 FEET WEST OF THE CENTER OF AN AUTO GATE, AND 2-1/2
 MN0022'FEET SOUTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED
 MN0022'K 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0022
 MN0022                          STATION RECOVERY (1938)
 MN0022
 MN0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MN0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0091 ***********************************************************************
 NP0091  DESIGNATION -  K 75
 NP0091  PID         -  NP0091
 NP0091  STATE/COUNTY-  NE/SHERIDAN
 NP0091  USGS QUAD   -  DOLLY WARDEN LAKE (1989)
 NP0091
 NP0091                         *CURRENT SURVEY CONTROL
 NP0091  ___________________________________________________________________
 NP0091* NAD 83(1986)-  42 29 25.     (N)    102 07 56.     (W)     SCALED    
 NP0091* NAVD 88     -      1167.699  (meters)    3831.03   (feet)  ADJUSTED  
 NP0091  ___________________________________________________________________
 NP0091  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 NP0091  DYNAMIC HT  -        1167.092 (meters)    3829.03  (feet)  COMP
 NP0091  MODELED GRAV-     980,060.6   (mgal)                       NAVD 88
 NP0091
 NP0091  VERT ORDER  -  SECOND    CLASS 0
 NP0091
 NP0091.The horizontal coordinates were scaled from a topographic map and have
 NP0091.an estimated accuracy of +/- 6 seconds.
 NP0091
 NP0091.The orthometric height was determined by differential leveling
 NP0091.and adjusted by the National Geodetic Survey in June 1991..
 NP0091
 NP0091.The geoid height was determined by GEOID03.
 NP0091
 NP0091.The dynamic height is computed by dividing the NAVD 88
 NP0091.geopotential number by the normal gravity value computed on the
 NP0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0091.degrees latitude (g = 980.6199 gals.).
 NP0091
 NP0091.The modeled gravity was interpolated from observed gravity values.
 NP0091
 NP0091;                    North         East    Units  Estimated Accuracy
 NP0091;SPC NE       -   297,160.      324,760.      MT  (+/- 180 meters Scaled)
 NP0091
 NP0091                          SUPERSEDED SURVEY CONTROL
 NP0091
 NP0091  NGVD 29 (??/??/92) 1167.180  (m)         3829.32   (f) ADJ UNCH    2 0
 NP0091
 NP0091.Superseded values are not recommended for survey control.
 NP0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0091.See file dsdata.txt to determine how the superseded data were derived.
 NP0091
 NP0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH356081(NAD 83)
 NP0091_MARKER: DB = BENCH MARK DISK
 NP0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0091_STAMPING: K 75 1934
 NP0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0091+STABILITY: SURFACE MOTION
 NP0091
 NP0091  HISTORY     - Date     Condition        Report By
 NP0091  HISTORY     - 1934     MONUMENTED       CGS
 NP0091  HISTORY     - 1948     MARK NOT FOUND   NGS
 NP0091
 NP0091                          STATION DESCRIPTION
 NP0091
 NP0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NP0091'14.6 MI S FROM GORDON.
 NP0091'14.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0091'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, THENCE
 NP0091'10.9 MILES SOUTH ALONG THE ELLSWORTH ROAD, 1.0 MILE NORTHWEST
 NP0091'OF THE JIM GRANT RANCH HOUSE, 21 FEET WEST OF THE CENTER OF AN
 NP0091'AUTO GATE, AND 4 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 NP0091'K 75 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0692 ***********************************************************************
 MJ0692  DESIGNATION -  K 78
 MJ0692  PID         -  MJ0692
 MJ0692  STATE/COUNTY-  NE/SARPY
 MJ0692  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0692
 MJ0692                         *CURRENT SURVEY CONTROL
 MJ0692  ___________________________________________________________________
 MJ0692* NAD 83(1986)-  41 06 39.     (N)    095 55 35.     (W)     SCALED    
 MJ0692* NAVD 88     -       299.316  (meters)     982.01   (feet)  ADJUSTED  
 MJ0692  ___________________________________________________________________
 MJ0692  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 MJ0692  DYNAMIC HT  -         299.196 (meters)     981.61  (feet)  COMP
 MJ0692  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 MJ0692
 MJ0692  VERT ORDER  -  SECOND    CLASS 0
 MJ0692
 MJ0692.The horizontal coordinates were scaled from a topographic map and have
 MJ0692.an estimated accuracy of +/- 6 seconds.
 MJ0692
 MJ0692.The orthometric height was determined by differential leveling
 MJ0692.and adjusted by the National Geodetic Survey in June 1991..
 MJ0692
 MJ0692.The geoid height was determined by GEOID03.
 MJ0692
 MJ0692.The dynamic height is computed by dividing the NAVD 88
 MJ0692.geopotential number by the normal gravity value computed on the
 MJ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0692.degrees latitude (g = 980.6199 gals.).
 MJ0692
 MJ0692.The modeled gravity was interpolated from observed gravity values.
 MJ0692
 MJ0692;                    North         East    Units  Estimated Accuracy
 MJ0692;SPC NE       -   149,890.      841,920.      MT  (+/- 180 meters Scaled)
 MJ0692
 MJ0692                          SUPERSEDED SURVEY CONTROL
 MJ0692
 MJ0692  NGVD 29 (??/??/92)  299.217  (m)          981.68   (f) ADJ UNCH    2 0
 MJ0692
 MJ0692.Superseded values are not recommended for survey control.
 MJ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0692.See file dsdata.txt to determine how the superseded data were derived.
 MJ0692
 MJ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF542551(NAD 83)
 MJ0692_MARKER: DB = BENCH MARK DISK
 MJ0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0692_SP_SET: BRIDGE ABUTMENT
 MJ0692_STAMPING: K 78 1934
 MJ0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0692
 MJ0692  HISTORY     - Date     Condition        Report By
 MJ0692  HISTORY     - 1934     MONUMENTED       CGS
 MJ0692  HISTORY     - 1947     GOOD             NGS
 MJ0692
 MJ0692                          STATION DESCRIPTION
 MJ0692
 MJ0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0692'1 MI SE FROM FORT CROOK.
 MJ0692'1.0 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 MJ0692'STATION AT FORT COOK, 0.1 MILE SOUTHEAST OF A HIGHWAY OVERPASS,
 MJ0692'80.0 FEET SOUTH OF MILEPOST 147.10, 6.0 FEET SOUTHWEST OF THE
 MJ0692'CENTER LINE OF THE RAILROAD, SET IN THE TOP OF THE SOUTHWEST END
 MJ0692'OF THE SOUTHEAST CONCRETE ABUTMENT OF A 75 FOOT STEEL RAILROAD
 MJ0692'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0683 ***********************************************************************
 MK0683  DESIGNATION -  K 79
 MK0683  PID         -  MK0683
 MK0683  STATE/COUNTY-  NE/SARPY
 MK0683  USGS QUAD   -  GRETNA (1984)
 MK0683
 MK0683                         *CURRENT SURVEY CONTROL
 MK0683  ___________________________________________________________________
 MK0683* NAD 83(1986)-  41 09 41.     (N)    096 13 17.     (W)     SCALED    
 MK0683* NAVD 88     -       360.381  (meters)    1182.35   (feet)  ADJUSTED  
 MK0683  ___________________________________________________________________
 MK0683  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 MK0683  DYNAMIC HT  -         360.228 (meters)    1181.85  (feet)  COMP
 MK0683  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 MK0683
 MK0683  VERT ORDER  -  SECOND    CLASS 0
 MK0683
 MK0683.The horizontal coordinates were scaled from a topographic map and have
 MK0683.an estimated accuracy of +/- 6 seconds.
 MK0683
 MK0683.The orthometric height was determined by differential leveling
 MK0683.and adjusted by the National Geodetic Survey in June 1991..
 MK0683
 MK0683.The geoid height was determined by GEOID03.
 MK0683
 MK0683.The dynamic height is computed by dividing the NAVD 88
 MK0683.geopotential number by the normal gravity value computed on the
 MK0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0683.degrees latitude (g = 980.6199 gals.).
 MK0683
 MK0683.The modeled gravity was interpolated from observed gravity values.
 MK0683
 MK0683;                    North         East    Units  Estimated Accuracy
 MK0683;SPC NE       -   154,380.      816,930.      MT  (+/- 180 meters Scaled)
 MK0683
 MK0683                          SUPERSEDED SURVEY CONTROL
 MK0683
 MK0683  NGVD 29 (??/??/92)  360.270  (m)         1181.99   (f) ADJ UNCH    2 0
 MK0683
 MK0683.Superseded values are not recommended for survey control.
 MK0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0683.See file dsdata.txt to determine how the superseded data were derived.
 MK0683
 MK0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL331603(NAD 83)
 MK0683_MARKER: DB = BENCH MARK DISK
 MK0683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0683_SP_SET: BRIDGE
 MK0683_STAMPING: K 79 1935
 MK0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0683
 MK0683  HISTORY     - Date     Condition        Report By
 MK0683  HISTORY     - 1935     MONUMENTED       CGS
 MK0683  HISTORY     - 1950     GOOD             NGS
 MK0683
 MK0683                          STATION DESCRIPTION
 MK0683
 MK0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0683'2 MI NE FROM GRETNA.
 MK0683'2.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0683'RAILROAD FROM THE STATION AT GRETNA, SARPY COUNTY, AT A BRIDGE OVER
 MK0683'A COUNTY ROAD, IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH
 MK0683'ABUTMENT, 6.8 FEET EAST OF THE EAST RAIL, AND ABOUT 2-1/2 FEET
 MK0683'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 79 1935.
 MK0683
 MK0683                          STATION RECOVERY (1950)
 MK0683
 MK0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0219 ***********************************************************************
 MM0219  DESIGNATION -  K 8 RESET
 MM0219  PID         -  MM0219
 MM0219  STATE/COUNTY-  NE/KEITH
 MM0219  USGS QUAD   -  OGALLALA SW (1971)
 MM0219
 MM0219                         *CURRENT SURVEY CONTROL
 MM0219  ___________________________________________________________________
 MM0219* NAD 83(1986)-  41 07 23.     (N)    101 43 16.     (W)     SCALED    
 MM0219* NAVD 88     -       980.093  (meters)    3215.52   (feet)  ADJUSTED  
 MM0219  ___________________________________________________________________
 MM0219  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 MM0219  DYNAMIC HT  -         979.487 (meters)    3213.53  (feet)  COMP
 MM0219  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 MM0219
 MM0219  VERT ORDER  -  FIRST     CLASS II
 MM0219
 MM0219.The horizontal coordinates were scaled from a topographic map and have
 MM0219.an estimated accuracy of +/- 6 seconds.
 MM0219
 MM0219.The orthometric height was determined by differential leveling
 MM0219.and adjusted by the National Geodetic Survey in June 1991..
 MM0219
 MM0219.The geoid height was determined by GEOID03.
 MM0219
 MM0219.The dynamic height is computed by dividing the NAVD 88
 MM0219.geopotential number by the normal gravity value computed on the
 MM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0219.degrees latitude (g = 980.6199 gals.).
 MM0219
 MM0219.The modeled gravity was interpolated from observed gravity values.
 MM0219
 MM0219;                    North         East    Units  Estimated Accuracy
 MM0219;SPC NE       -   144,630.      355,520.      MT  (+/- 180 meters Scaled)
 MM0219
 MM0219                          SUPERSEDED SURVEY CONTROL
 MM0219
 MM0219  NGVD 29 (02/14/92)  979.663  (m)         3214.11   (f) ADJUSTED    1 2
 MM0219
 MM0219.Superseded values are not recommended for survey control.
 MM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0219.See file dsdata.txt to determine how the superseded data were derived.
 MM0219
 MM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL715559(NAD 83)
 MM0219_MARKER: DD = SURVEY DISK
 MM0219_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MM0219_SP_SET: RAILROAD BRIDGE HEADWALL
 MM0219_STAMPING: K 8 RESET 1938 3214.261
 MM0219_MARK LOGO: UPRR  
 MM0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0219+STABILITY: SURFACE MOTION
 MM0219
 MM0219  HISTORY     - Date     Condition        Report By
 MM0219  HISTORY     - 1938     MONUMENTED       UPRR
 MM0219  HISTORY     - 1986     GOOD             NGS
 MM0219  HISTORY     - 19980710 GOOD             USPSQD
 MM0219
 MM0219                          STATION DESCRIPTION
 MM0219
 MM0219'DESCRIBED BY UNION PACIFIC RAILROAD 1938
 MM0219'AT OGALLALA.
 MM0219'AT OGALLALA, KEITH COUNTY, ABOUT 300 FEET WEST OF THE UNION
 MM0219'PACIFIC RAILROAD STATION, AT BRIDGE 334.92, AND IN THE SOUTHWEST
 MM0219'CORNER OF THE WEST BACK WALL.  A STANDARD DISK, STAMPED 3214.261
 MM0219'K 8 RESET 1938.
 MM0219
 MM0219                          STATION RECOVERY (1986)
 MM0219
 MM0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0219'RECOVERED IN GOOD CONDITION.
 MM0219
 MM0219                          STATION RECOVERY (1998)
 MM0219
 MM0219'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1266 ***********************************************************************
 MK1266  DESIGNATION -  K 81
 MK1266  PID         -  MK1266
 MK1266  STATE/COUNTY-  NE/BUTLER
 MK1266  USGS QUAD   -  DWIGHT (1966)
 MK1266
 MK1266                         *CURRENT SURVEY CONTROL
 MK1266  ___________________________________________________________________
 MK1266* NAD 83(1986)-  41 04 59.     (N)    097 01 06.     (W)     SCALED    
 MK1266* NAVD 88     -       495.022  (meters)    1624.08   (feet)  ADJUSTED  
 MK1266  ___________________________________________________________________
 MK1266  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 MK1266  DYNAMIC HT  -         494.767 (meters)    1623.25  (feet)  COMP
 MK1266  MODELED GRAV-     980,094.3   (mgal)                       NAVD 88
 MK1266
 MK1266  VERT ORDER  -  SECOND    CLASS 0
 MK1266
 MK1266.The horizontal coordinates were scaled from a topographic map and have
 MK1266.an estimated accuracy of +/- 6 seconds.
 MK1266
 MK1266.The orthometric height was determined by differential leveling
 MK1266.and adjusted by the National Geodetic Survey in June 1991..
 MK1266
 MK1266.The geoid height was determined by GEOID03.
 MK1266
 MK1266.The dynamic height is computed by dividing the NAVD 88
 MK1266.geopotential number by the normal gravity value computed on the
 MK1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1266.degrees latitude (g = 980.6199 gals.).
 MK1266
 MK1266.The modeled gravity was interpolated from observed gravity values.
 MK1266
 MK1266;                    North         East    Units  Estimated Accuracy
 MK1266;SPC NE       -   143,070.      750,420.      MT  (+/- 180 meters Scaled)
 MK1266
 MK1266                          SUPERSEDED SURVEY CONTROL
 MK1266
 MK1266  NGVD 29 (??/??/92)  494.835  (m)         1623.47   (f) ADJ UNCH    2 0
 MK1266
 MK1266.Superseded values are not recommended for survey control.
 MK1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1266.See file dsdata.txt to determine how the superseded data were derived.
 MK1266
 MK1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL664498(NAD 83)
 MK1266_MARKER: DB = BENCH MARK DISK
 MK1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1266_STAMPING: K 81 1935
 MK1266_MARK LOGO: CGS   
 MK1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1266+STABILITY: SURFACE MOTION
 MK1266
 MK1266  HISTORY     - Date     Condition        Report By
 MK1266  HISTORY     - 1935     MONUMENTED       CGS
 MK1266  HISTORY     - 1968     MARK NOT FOUND   NGS
 MK1266  HISTORY     - 19990408 GOOD             NEDR
 MK1266
 MK1266                          STATION DESCRIPTION
 MK1266
 MK1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1266'IN DWIGHT.
 MK1266'ALONG THE CHICAGO AND NORTH WESTERN RAILWAY BETWEEN SEWARD AND
 MK1266'BRAINARD, NEBRASKA, JUST NORTH OF THE DWIGHT DEPOT.  105.8 FEET
 MK1266'NORTH OF NORTHEAST CORNER OF DEPOT, 25.7 FEET WEST OF WEST RAIL
 MK1266'OF MAIN TRACK, 13.6 FEET NORTHEAST OF COAL SHED, AND ABOUT 2.5
 MK1266'FEET BELOW TRACK SURFACE.
 MK1266
 MK1266                          STATION RECOVERY (1968)
 MK1266
 MK1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MK1266'MARK NOT FOUND.
 MK1266
 MK1266                          STATION RECOVERY (1999)
 MK1266
 MK1266'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 MK1266'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED BECAUSE OF
 MK1266'BUILDING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1129 ***********************************************************************
 AI1129  DESIGNATION -  K 81 RESET
 AI1129  PID         -  AI1129
 AI1129  STATE/COUNTY-  NE/BUTLER
 AI1129  USGS QUAD   -  DWIGHT (1966)
 AI1129
 AI1129                         *CURRENT SURVEY CONTROL
 AI1129  ___________________________________________________________________
 AI1129* NAD 83(1986)-  41 04 58.     (N)    097 01 06.     (W)     SCALED    
 AI1129* NAVD 88     -       495.25   (meters)    1624.8    (feet)  RESET     
 AI1129  ___________________________________________________________________
 AI1129  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AI1129
 AI1129  VERT ORDER  -  THIRD
 AI1129
 AI1129.The horizontal coordinates were scaled from a topographic map and have
 AI1129.an estimated accuracy of +/- 6 seconds.
 AI1129
 AI1129.The orthometric height was computed from unverified reset data.
 AI1129.No vertical observational check was made to the station.
 AI1129
 AI1129.The geoid height was determined by GEOID03.
 AI1129
 AI1129;                    North         East    Units  Estimated Accuracy
 AI1129;SPC NE       -   143,040.      750,420.      MT  (+/- 180 meters Scaled)
 AI1129
 AI1129                          SUPERSEDED SURVEY CONTROL
 AI1129
 AI1129.No superseded survey control is available for this station.
 AI1129
 AI1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL664498(NAD 83)
 AI1129_MARKER: DV = VERTICAL CONTROL DISK
 AI1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1129_STAMPING: K 81 RESET 1999
 AI1129_MARK LOGO: NGS   
 AI1129_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1129+STABILITY: SURFACE MOTION
 AI1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1129+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI1129
 AI1129  HISTORY     - Date     Condition        Report By
 AI1129  HISTORY     - 1999     MONUMENTED       NEDR
 AI1129
 AI1129                          STATION DESCRIPTION
 AI1129
 AI1129'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 AI1129'THE MARK IS IN DWIGHT, IN THE NORTHEAST ANGLE OF 1ST AND MAPLE
 AI1129'STREETS, AT THE SITE OF THE OLD RAILROAD STATION, IN THE NW1/4, SEC19,
 AI1129'T13N, R4E AND ON PROPERTY OWNED BY MR.NOVACEK.  HE MAY BE REACHED AT
 AI1129'402 566 2425.  REACH FROM THE POST OFFICE IN DWIGHT, GO SOUTH ON
 AI1129'SECOND STREET FOR ABOUT 200 FT (61.0 M) TO MAPLE STREET. TURN LEFT AND
 AI1129'GO EAST ON MAPLE STREET FOR 450 FT (137.2 M) TO 1ST STREET, THE OLD
 AI1129'RAILROAD DEPOT AND THE BENCH MARK.  IT IS SET INTO THE TOP OF A ROUND
 AI1129'CONCRETE POST THAT IS RECESSED 2.5 CM BELOW THE GROUND SURFACE AND IS
 AI1129'37.4 M (122.7 FT) NORTH OF THE CENTERLINE OF MAPLE STREET, 29.80 M
 AI1129'(97.77 FT) EAST OF THE CENTERLINE OF 1ST STREET, 25.74 M (84.45 FT)
 AI1129'NORTH-NORTHEAST OF A NAIL IN A UTILITY POLE, 10.25 M (33.63 FT) WEST
 AI1129'OF THE CENTERLINE OF A DRIVE TO AN OLD GRAIN ELEVATOR AND 4.70 M
 AI1129'(15.42 FT) SOUTH OF THE SOUTHEAST CORNER OF THE OLD RAILROAD STATION
 AI1129'BUILDING AND A WITNESS POST.  A MAGNET WAS PLACED INTO THE CONCRETE AT
 AI1129'THE NORTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0390 ***********************************************************************
 LG0390  DESIGNATION -  K 82
 LG0390  PID         -  LG0390
 LG0390  STATE/COUNTY-  NE/LANCASTER
 LG0390  USGS QUAD   -  DAVEY (1972)
 LG0390
 LG0390                         *CURRENT SURVEY CONTROL
 LG0390  ___________________________________________________________________
 LG0390* NAD 83(1986)-  40 59 48.     (N)    096 39 38.     (W)     SCALED    
 LG0390* NAVD 88     -       376.716  (meters)    1235.94   (feet)  ADJUSTED  
 LG0390  ___________________________________________________________________
 LG0390  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 LG0390  DYNAMIC HT  -         376.547 (meters)    1235.39  (feet)  COMP
 LG0390  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 LG0390
 LG0390  VERT ORDER  -  SECOND    CLASS 0
 LG0390
 LG0390.The horizontal coordinates were scaled from a topographic map and have
 LG0390.an estimated accuracy of +/- 6 seconds.
 LG0390
 LG0390.The orthometric height was determined by differential leveling
 LG0390.and adjusted by the National Geodetic Survey in June 1991..
 LG0390
 LG0390.The geoid height was determined by GEOID03.
 LG0390
 LG0390.The dynamic height is computed by dividing the NAVD 88
 LG0390.geopotential number by the normal gravity value computed on the
 LG0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0390.degrees latitude (g = 980.6199 gals.).
 LG0390
 LG0390.The modeled gravity was interpolated from observed gravity values.
 LG0390
 LG0390;                    North         East    Units  Estimated Accuracy
 LG0390;SPC NE       -   134,590.      780,820.      MT  (+/- 180 meters Scaled)
 LG0390
 LG0390                          SUPERSEDED SURVEY CONTROL
 LG0390
 LG0390  NGVD 29 (??/??/92)  376.596  (m)         1235.55   (f) ADJ UNCH    2 0
 LG0390
 LG0390.Superseded values are not recommended for survey control.
 LG0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0390.See file dsdata.txt to determine how the superseded data were derived.
 LG0390
 LG0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL967410(NAD 83)
 LG0390_MARKER: DB = BENCH MARK DISK
 LG0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0390_STAMPING: K 82 1935
 LG0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0390+STABILITY: SURFACE MOTION
 LG0390
 LG0390  HISTORY     - Date     Condition        Report By
 LG0390  HISTORY     - 1935     MONUMENTED       CGS
 LG0390
 LG0390                          STATION DESCRIPTION
 LG0390
 LG0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0390'1 MI N FROM DAVEY.
 LG0390'1.0 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0390'THE STATION AT DAVEY, LANCASTER COUNTY, AT A ROAD CROSSING, 62.4
 LG0390'FEET EAST OF THE CENTER LINE OF THE ROAD, 51.5 FEET SOUTHEAST
 LG0390'OF THE SOUTHEAST RAIL, AND 5.6 FEET NORTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0499 ***********************************************************************
 LG0499  DESIGNATION -  K 83
 LG0499  PID         -  LG0499
 LG0499  STATE/COUNTY-  NE/SEWARD
 LG0499  USGS QUAD   -  SEWARD (1964)
 LG0499
 LG0499                         *CURRENT SURVEY CONTROL
 LG0499  ___________________________________________________________________
 LG0499* NAD 83(1986)-  40 53 26.     (N)    097 07 06.     (W)     SCALED    
 LG0499* NAVD 88     -       445.112  (meters)    1460.34   (feet)  ADJUSTED  
 LG0499  ___________________________________________________________________
 LG0499  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 LG0499  DYNAMIC HT  -         444.877 (meters)    1459.57  (feet)  COMP
 LG0499  MODELED GRAV-     980,083.3   (mgal)                       NAVD 88
 LG0499
 LG0499  VERT ORDER  -  SECOND    CLASS 0
 LG0499
 LG0499.The horizontal coordinates were scaled from a topographic map and have
 LG0499.an estimated accuracy of +/- 6 seconds.
 LG0499
 LG0499.The orthometric height was determined by differential leveling
 LG0499.and adjusted by the National Geodetic Survey in June 1991..
 LG0499
 LG0499.The geoid height was determined by GEOID03.
 LG0499
 LG0499.The dynamic height is computed by dividing the NAVD 88
 LG0499.geopotential number by the normal gravity value computed on the
 LG0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0499.degrees latitude (g = 980.6199 gals.).
 LG0499
 LG0499.The modeled gravity was interpolated from observed gravity values.
 LG0499
 LG0499;                    North         East    Units  Estimated Accuracy
 LG0499;SPC NE       -   121,430.      742,740.      MT  (+/- 180 meters Scaled)
 LG0499
 LG0499                          SUPERSEDED SURVEY CONTROL
 LG0499
 LG0499  NGVD 29 (??/??/92)  444.932  (m)         1459.75   (f) ADJ UNCH    2 0
 LG0499
 LG0499.Superseded values are not recommended for survey control.
 LG0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0499.See file dsdata.txt to determine how the superseded data were derived.
 LG0499
 LG0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL585283(NAD 83)
 LG0499_MARKER: DB = BENCH MARK DISK
 LG0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0499_STAMPING: K 83 1935
 LG0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0499+STABILITY: SURFACE MOTION
 LG0499
 LG0499  HISTORY     - Date     Condition        Report By
 LG0499  HISTORY     - 1935     MONUMENTED       CGS
 LG0499  HISTORY     - 1938     GOOD             NGS
 LG0499
 LG0499                          STATION DESCRIPTION
 LG0499
 LG0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0499'1 MI SW FROM SEWARD.
 LG0499'1.0 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0499'FROM THE STATION AT SEWARD, SEWARD COUNTY, 750 FEET SOUTHWEST
 LG0499'OF MILEPOST C 40, 55.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LG0499'AND 4.4 FEET NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED
 LG0499'K 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0499
 LG0499                          STATION RECOVERY (1938)
 LG0499
 LG0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 LG0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1625 ***********************************************************************
 MK1625  DESIGNATION -  K 84
 MK1625  PID         -  MK1625
 MK1625  STATE/COUNTY-  NE/BOONE
 MK1625  USGS QUAD   -  ALBION EAST (1985)
 MK1625
 MK1625                         *CURRENT SURVEY CONTROL
 MK1625  ___________________________________________________________________
 MK1625* NAD 83(1986)-  41 43 17.     (N)    097 54 28.     (W)     SCALED    
 MK1625* NAVD 88     -       553.327  (meters)    1815.37   (feet)  ADJUSTED  
 MK1625  ___________________________________________________________________
 MK1625  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 MK1625  DYNAMIC HT  -         553.093 (meters)    1814.61  (feet)  COMP
 MK1625  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 MK1625
 MK1625  VERT ORDER  -  SECOND    CLASS 0
 MK1625
 MK1625.The horizontal coordinates were scaled from a topographic map and have
 MK1625.an estimated accuracy of +/- 6 seconds.
 MK1625
 MK1625.The orthometric height was determined by differential leveling
 MK1625.and adjusted by the National Geodetic Survey in June 1991..
 MK1625
 MK1625.The geoid height was determined by GEOID03.
 MK1625
 MK1625.The dynamic height is computed by dividing the NAVD 88
 MK1625.geopotential number by the normal gravity value computed on the
 MK1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1625.degrees latitude (g = 980.6199 gals.).
 MK1625
 MK1625.The modeled gravity was interpolated from observed gravity values.
 MK1625
 MK1625;                    North         East    Units  Estimated Accuracy
 MK1625;SPC NE       -   211,730.      674,020.      MT  (+/- 180 meters Scaled)
 MK1625
 MK1625                          SUPERSEDED SURVEY CONTROL
 MK1625
 MK1625  NGVD 29 (??/??/92)  553.119  (m)         1814.69   (f) ADJ UNCH    2 0
 MK1625
 MK1625.Superseded values are not recommended for survey control.
 MK1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1625.See file dsdata.txt to determine how the superseded data were derived.
 MK1625
 MK1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM908194(NAD 83)
 MK1625_MARKER: DB = BENCH MARK DISK
 MK1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1625_STAMPING: K-84-1935
 MK1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1625+STABILITY: SURFACE MOTION
 MK1625
 MK1625  HISTORY     - Date     Condition        Report By
 MK1625  HISTORY     - 1935     MONUMENTED       CGS
 MK1625  HISTORY     - 1957     MARK NOT FOUND   NGS
 MK1625
 MK1625                          STATION DESCRIPTION
 MK1625
 MK1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1625'1.9 MI N FROM BRADISH.
 MK1625'1.9 MILES NORTH OF BRADISH.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1625'RAILROAD BETWEEN ALBION AND HUMPHREY, 420 FEET SOUTHWEST OF
 MK1625'CULVERT NO. D, 150 FEET EAST OF SCHOOL HOUSE, 84.7 FEET
 MK1625'SOUTHWEST OF RAILROAD CROSSING, 34.4 FEET SOUTHEAST OF THE
 MK1625'SOUTHEAST RAIL, 1.8 FEET NORTHWEST OF FENCE.  NOTE-- SCHOOL IS
 MK1625'ABOUT 500 FEET SOUTH OF RR XING.
 MK1625
 MK1625                          STATION RECOVERY (1957)
 MK1625
 MK1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK1625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1656 ***********************************************************************
 MK1656  DESIGNATION -  K 85
 MK1656  PID         -  MK1656
 MK1656  STATE/COUNTY-  NE/BOONE
 MK1656  USGS QUAD   -  ST EDWARD SW (1985)
 MK1656
 MK1656                         *CURRENT SURVEY CONTROL
 MK1656  ___________________________________________________________________
 MK1656* NAD 83(1986)-  41 34 06.     (N)    097 53 25.     (W)     SCALED    
 MK1656* NAVD 88     -       519.091  (meters)    1703.05   (feet)  ADJUSTED  
 MK1656  ___________________________________________________________________
 MK1656  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 MK1656  DYNAMIC HT  -         518.864 (meters)    1702.31  (feet)  COMP
 MK1656  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 MK1656
 MK1656  VERT ORDER  -  SECOND    CLASS 0
 MK1656
 MK1656.The horizontal coordinates were scaled from a topographic map and have
 MK1656.an estimated accuracy of +/- 6 seconds.
 MK1656
 MK1656.The orthometric height was determined by differential leveling
 MK1656.and adjusted by the National Geodetic Survey in June 1991..
 MK1656
 MK1656.The geoid height was determined by GEOID03.
 MK1656
 MK1656.The dynamic height is computed by dividing the NAVD 88
 MK1656.geopotential number by the normal gravity value computed on the
 MK1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1656.degrees latitude (g = 980.6199 gals.).
 MK1656
 MK1656.The modeled gravity was interpolated from observed gravity values.
 MK1656
 MK1656;                    North         East    Units  Estimated Accuracy
 MK1656;SPC NE       -   194,780.      675,890.      MT  (+/- 180 meters Scaled)
 MK1656
 MK1656                          SUPERSEDED SURVEY CONTROL
 MK1656
 MK1656  NGVD 29 (??/??/92)  518.883  (m)         1702.37   (f) ADJ UNCH    2 0
 MK1656
 MK1656.Superseded values are not recommended for survey control.
 MK1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1656.See file dsdata.txt to determine how the superseded data were derived.
 MK1656
 MK1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM925024(NAD 83)
 MK1656_MARKER: DB = BENCH MARK DISK
 MK1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1656_STAMPING: K-85-1935
 MK1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1656+STABILITY: SURFACE MOTION
 MK1656
 MK1656  HISTORY     - Date     Condition        Report By
 MK1656  HISTORY     - 1935     MONUMENTED       CGS
 MK1656
 MK1656                          STATION DESCRIPTION
 MK1656
 MK1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1656'1.3 MI W FROM ST EDWARDS.
 MK1656'ALONG STATE HIGHWAY NO. 56 BETWEEN ST. EDWARDS AND CEDAR
 MK1656'RAPIDS, 0.1 MILES WEST OF JUNCTION OF STATE HIGHWAYS 56 AND 39,
 MK1656'36.8 FEET SOUTH OF THE CENTER LINE OF STATE HIGWHAY 56, 16.7
 MK1656'FEET EAST OF THE CENTERLINE OF ROAD TO FARM HOUSE, 3.4 FEET
 MK1656'SOUTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1657 ***********************************************************************
 MK1657  DESIGNATION -  K 85 RESET
 MK1657  PID         -  MK1657
 MK1657  STATE/COUNTY-  NE/BOONE
 MK1657  USGS QUAD   -  ST EDWARD SW (1985)
 MK1657
 MK1657                         *CURRENT SURVEY CONTROL
 MK1657  ___________________________________________________________________
 MK1657* NAD 83(1986)-  41 34 06.     (N)    097 53 27.     (W)     SCALED    
 MK1657* NAVD 88     -       518.87   (meters)    1702.3    (feet)  RESET     
 MK1657  ___________________________________________________________________
 MK1657  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 MK1657
 MK1657  VERT ORDER  -  THIRD
 MK1657
 MK1657.The horizontal coordinates were scaled from a topographic map and have
 MK1657.an estimated accuracy of +/- 6 seconds.
 MK1657
 MK1657.The orthometric height was computed from unverified reset data.
 MK1657.No vertical observational check was made to the station.
 MK1657
 MK1657.The geoid height was determined by GEOID03.
 MK1657
 MK1657;                    North         East    Units  Estimated Accuracy
 MK1657;SPC NE       -   194,770.      675,850.      MT  (+/- 180 meters Scaled)
 MK1657
 MK1657                          SUPERSEDED SURVEY CONTROL
 MK1657
 MK1657  NGVD 29 (??/??/??)  518.66   (m)         1701.6    (f) RESET       3  
 MK1657
 MK1657.Superseded values are not recommended for survey control.
 MK1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1657.See file dsdata.txt to determine how the superseded data were derived.
 MK1657
 MK1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM924024(NAD 83)
 MK1657_MARKER: DB = BENCH MARK DISK
 MK1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1657_STAMPING: K 85 RESET 1964
 MK1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1657+STABILITY: SURFACE MOTION
 MK1657
 MK1657  HISTORY     - Date     Condition        Report By
 MK1657  HISTORY     - 1964     MONUMENTED       LOCENG
 MK1657
 MK1657                          STATION DESCRIPTION
 MK1657
 MK1657'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 MK1657'1.3 MI W FROM ST EDWARD.
 MK1657'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 MK1657'AT ST. EDWARD, BOONE COUNTY, 0.1 MILE WEST OF THE JUNCTION
 MK1657'OF STATE HIGHWAY 39, AT THE JUNCTION OF A ROAD LEWADING TO A
 MK1657'FARMHOUSE, 63.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17
 MK1657'FEET EAST OF THE CENTER LINE OF THE ROAD AND SET IN THE TOP OF A
 MK1657'CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0251 ***********************************************************************
 ML0251  DESIGNATION -  K 86
 ML0251  PID         -  ML0251
 ML0251  STATE/COUNTY-  NE/NANCE
 ML0251  USGS QUAD   -  BELGRADE (1954)
 ML0251
 ML0251                         *CURRENT SURVEY CONTROL
 ML0251  ___________________________________________________________________
 ML0251* NAD 83(1986)-  41 23 52.     (N)    098 00 11.     (W)     SCALED    
 ML0251* NAVD 88     -       507.504  (meters)    1665.04   (feet)  ADJUSTED  
 ML0251  ___________________________________________________________________
 ML0251  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 ML0251  DYNAMIC HT  -         507.264 (meters)    1664.25  (feet)  COMP
 ML0251  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 ML0251
 ML0251  VERT ORDER  -  SECOND    CLASS 0
 ML0251
 ML0251.The horizontal coordinates were scaled from a topographic map and have
 ML0251.an estimated accuracy of +/- 6 seconds.
 ML0251
 ML0251.The orthometric height was determined by differential leveling
 ML0251.and adjusted by the National Geodetic Survey in June 1991..
 ML0251
 ML0251.The geoid height was determined by GEOID03.
 ML0251
 ML0251.The dynamic height is computed by dividing the NAVD 88
 ML0251.geopotential number by the normal gravity value computed on the
 ML0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0251.degrees latitude (g = 980.6199 gals.).
 ML0251
 ML0251.The modeled gravity was interpolated from observed gravity values.
 ML0251
 ML0251;                    North         East    Units  Estimated Accuracy
 ML0251;SPC NE       -   175,620.      666,930.      MT  (+/- 180 meters Scaled)
 ML0251
 ML0251                          SUPERSEDED SURVEY CONTROL
 ML0251
 ML0251  NGVD 29 (??/??/92)  507.281  (m)         1664.30   (f) ADJ UNCH    2 0
 ML0251
 ML0251.Superseded values are not recommended for survey control.
 ML0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0251.See file dsdata.txt to determine how the superseded data were derived.
 ML0251
 ML0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL833833(NAD 83)
 ML0251_MARKER: DB = BENCH MARK DISK
 ML0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0251_STAMPING: K-86-1935
 ML0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0251+STABILITY: SURFACE MOTION
 ML0251
 ML0251  HISTORY     - Date     Condition        Report By
 ML0251  HISTORY     - 1935     MONUMENTED       CGS
 ML0251
 ML0251                          STATION DESCRIPTION
 ML0251
 ML0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0251'2.6 MI N FROM FULLERTON.
 ML0251'2.6 MILES NORTH OF FULLERTON.  ALONG THE UNION PACIFIC RAILWAY
 ML0251'BETWEEN CEDAR RAPIDS AND CENTRAL CITY, 0.3 MILES NORTH OF MILE
 ML0251'POST NO. 16, ABOUT 2300 FEET NORTH OF CROSSING WHERE STATE
 ML0251'HIGHWAY NO. 52 CROSSES TRACK, 51.4 FEET SOUTHEAST OF RAIL
 ML0251'ROAD CROSSING, 44.6 FEET EAST OF THE EAST RAIL, 40.3 FEET
 ML0251'NORTH OF CULVERT NO. 16.37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1119 ***********************************************************************
 MK1119  DESIGNATION -  K 87
 MK1119  PID         -  MK1119
 MK1119  STATE/COUNTY-  NE/PLATTE
 MK1119  USGS QUAD   -  PLATTE CENTER (1966)
 MK1119
 MK1119                         *CURRENT SURVEY CONTROL
 MK1119  ___________________________________________________________________
 MK1119* NAD 83(1986)-  41 35 02.     (N)    097 29 37.     (W)     SCALED    
 MK1119* NAVD 88     -       482.128  (meters)    1581.78   (feet)  ADJUSTED  
 MK1119  ___________________________________________________________________
 MK1119  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 MK1119  DYNAMIC HT  -         481.917 (meters)    1581.09  (feet)  COMP
 MK1119  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 MK1119
 MK1119  VERT ORDER  -  SECOND    CLASS 0
 MK1119
 MK1119.The horizontal coordinates were scaled from a topographic map and have
 MK1119.an estimated accuracy of +/- 6 seconds.
 MK1119
 MK1119.The orthometric height was determined by differential leveling
 MK1119.and adjusted by the National Geodetic Survey in June 1991..
 MK1119
 MK1119.The geoid height was determined by GEOID03.
 MK1119
 MK1119.The dynamic height is computed by dividing the NAVD 88
 MK1119.geopotential number by the normal gravity value computed on the
 MK1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1119.degrees latitude (g = 980.6199 gals.).
 MK1119
 MK1119.The modeled gravity was interpolated from observed gravity values.
 MK1119
 MK1119;                    North         East    Units  Estimated Accuracy
 MK1119;SPC NE       -   197,380.      708,900.      MT  (+/- 180 meters Scaled)
 MK1119
 MK1119                          SUPERSEDED SURVEY CONTROL
 MK1119
 MK1119  NGVD 29 (??/??/92)  481.938  (m)         1581.16   (f) ADJ UNCH    2 0
 MK1119
 MK1119.Superseded values are not recommended for survey control.
 MK1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1119.See file dsdata.txt to determine how the superseded data were derived.
 MK1119
 MK1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM255046(NAD 83)
 MK1119_MARKER: DB = BENCH MARK DISK
 MK1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1119_STAMPING: K-87-1935
 MK1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1119+STABILITY: SURFACE MOTION
 MK1119
 MK1119  HISTORY     - Date     Condition        Report By
 MK1119  HISTORY     - 1935     MONUMENTED       CGS
 MK1119  HISTORY     - 1957     GOOD             NGS
 MK1119
 MK1119                          STATION DESCRIPTION
 MK1119
 MK1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1119'2.2 MI S FROM TARNOV.
 MK1119'2.2 MILES SOUTH OF TARNOV.  ALONG THE UNION PACIFIC RAILWAY
 MK1119'BETWEEN COLUMBUS AND HUMPHREY, 144 FEET NORTH OF MILE POST NO.
 MK1119'18, 70.4 FEET SOUTHEAST OF CROSSING, 52.4 FEET EAST OF THE EAST
 MK1119'RAIL, 3.2 FEET WEST OF FENCE.
 MK1119
 MK1119                          STATION RECOVERY (1957)
 MK1119
 MK1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0103 ***********************************************************************
 LG0103  DESIGNATION -  K 88
 LG0103  PID         -  LG0103
 LG0103  STATE/COUNTY-  NE/CASS
 LG0103  USGS QUAD   -  AVOCA (1966)
 LG0103
 LG0103                         *CURRENT SURVEY CONTROL
 LG0103  ___________________________________________________________________
 LG0103* NAD 83(1986)-  40 51 30.     (N)    096 07 15.     (W)     SCALED    
 LG0103* NAVD 88     -       327.196  (meters)    1073.48   (feet)  ADJUSTED  
 LG0103  ___________________________________________________________________
 LG0103  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 LG0103  DYNAMIC HT  -         327.056 (meters)    1073.02  (feet)  COMP
 LG0103  MODELED GRAV-     980,186.3   (mgal)                       NAVD 88
 LG0103
 LG0103  VERT ORDER  -  SECOND    CLASS 0
 LG0103
 LG0103.The horizontal coordinates were scaled from a topographic map and have
 LG0103.an estimated accuracy of +/- 6 seconds.
 LG0103
 LG0103.The orthometric height was determined by differential leveling
 LG0103.and adjusted by the National Geodetic Survey in June 1991..
 LG0103
 LG0103.The geoid height was determined by GEOID03.
 LG0103
 LG0103.The dynamic height is computed by dividing the NAVD 88
 LG0103.geopotential number by the normal gravity value computed on the
 LG0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0103.degrees latitude (g = 980.6199 gals.).
 LG0103
 LG0103.The modeled gravity was interpolated from observed gravity values.
 LG0103
 LG0103;                    North         East    Units  Estimated Accuracy
 LG0103;SPC NE       -   121,140.      826,870.      MT  (+/- 180 meters Scaled)
 LG0103
 LG0103                          SUPERSEDED SURVEY CONTROL
 LG0103
 LG0103  NGVD 29 (??/??/92)  327.104  (m)         1073.17   (f) ADJ UNCH    2 0
 LG0103
 LG0103.Superseded values are not recommended for survey control.
 LG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0103.See file dsdata.txt to determine how the superseded data were derived.
 LG0103
 LG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL426270(NAD 83)
 LG0103_MARKER: DB = BENCH MARK DISK
 LG0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0103_STAMPING: K 88 1961
 LG0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0103+STABILITY: SURFACE MOTION
 LG0103
 LG0103  HISTORY     - Date     Condition        Report By
 LG0103  HISTORY     - 1961     MONUMENTED       CGS
 LG0103  HISTORY     - 1961     GOOD             NGS
 LG0103  HISTORY     - 1984     GOOD             NGS
 LG0103
 LG0103                          STATION DESCRIPTION
 LG0103
 LG0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0103'1.4 MI E FROM WEEPING WATER.
 LG0103'1.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0103'STATION AT WEEPING WATER, 0.1 MILE NORTH OF BENCH MARK L 88,
 LG0103'ALONG A GRAVEL ROAD CROSSING, 136 FEET SOUTHEAST OF A T
 LG0103'INTERSECTION, 1 POLE WEST OF MILEPOST 459+10, 63.0 FEET SOUTHEAST
 LG0103'OF A CROSSING, 46.2 FEET SOUTH OF THE SOUTH RAIL, 42.0 FEET
 LG0103'EAST OF THE CENTER OF A GRAVEL ROAD, 17.6 FEET EAST OF A TELEPHONE
 LG0103'POLE WITH ONE GUY WIRE, 14.6 FEET EAST OF A FENCE CORNER, SET
 LG0103'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 LG0103'ABOUT 3 FEET LOWER THAN THE TRACK.
 LG0103
 LG0103                          STATION RECOVERY (1984)
 LG0103
 LG0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0103'ABOUT 2.25 KM (1.4 MI) EAST ALONG THE MISSOURI PACIFIC RAILROAD, FROM
 LG0103'THE STATION AT WEEPING WATER, AT A T-ROAD INTERSECTION AND A RAILROAD
 LG0103'CROSSING, 19.2 M (63.0 FT) SOUTHWEST FROM THE CENTER OF THE CROSSING,
 LG0103'04.08 M (46.2 FT) SOUTH FROM THE SOUTH RAIL OF THE TRACK, 11.7 M
 LG0103'(38.5 FT) EAST FROM THE CENTERLINE OF A GRAVELED ROAD , 4.42 M (14.5
 LG0103'FT) EAST FROM A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0084 ***********************************************************************
 MN0084  DESIGNATION -  K 9
 MN0084  PID         -  MN0084
 MN0084  STATE/COUNTY-  NE/CHEYENNE
 MN0084  USGS QUAD   -  SIDNEY (1972)
 MN0084
 MN0084                         *CURRENT SURVEY CONTROL
 MN0084  ___________________________________________________________________
 MN0084* NAD 83(1986)-  41 13 17.     (N)    102 58 24.     (W)     SCALED    
 MN0084* NAVD 88     -      1306.288  (meters)    4285.71   (feet)  ADJUSTED  
 MN0084  ___________________________________________________________________
 MN0084  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 MN0084  DYNAMIC HT  -        1305.365 (meters)    4282.69  (feet)  COMP
 MN0084  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 MN0084
 MN0084  VERT ORDER  -  FIRST     CLASS II
 MN0084
 MN0084.The horizontal coordinates were scaled from a topographic map and have
 MN0084.an estimated accuracy of +/- 6 seconds.
 MN0084
 MN0084.The orthometric height was determined by differential leveling
 MN0084.and adjusted by the National Geodetic Survey in June 1991..
 MN0084
 MN0084.The geoid height was determined by GEOID03.
 MN0084
 MN0084.The dynamic height is computed by dividing the NAVD 88
 MN0084.geopotential number by the normal gravity value computed on the
 MN0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0084.degrees latitude (g = 980.6199 gals.).
 MN0084
 MN0084.The modeled gravity was interpolated from observed gravity values.
 MN0084
 MN0084;                    North         East    Units  Estimated Accuracy
 MN0084;SPC NE       -   158,400.      250,810.      MT  (+/- 180 meters Scaled)
 MN0084
 MN0084                          SUPERSEDED SURVEY CONTROL
 MN0084
 MN0084  NGVD 29 (??/??/92) 1305.656  (m)         4283.64   (f) ADJ UNCH    1 2
 MN0084
 MN0084.Superseded values are not recommended for survey control.
 MN0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0084.See file dsdata.txt to determine how the superseded data were derived.
 MN0084
 MN0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF698653(NAD 83)
 MN0084_MARKER: DB = BENCH MARK DISK
 MN0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0084_SP_SET: CONCRETE POST
 MN0084_STAMPING: K 9 1933 4283.640
 MN0084_MARK LOGO: CGS   
 MN0084_PROJECTION: FLUSH
 MN0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0084+STABILITY: SURFACE MOTION
 MN0084
 MN0084  HISTORY     - Date     Condition        Report By
 MN0084  HISTORY     - 1933     MONUMENTED       CGS
 MN0084  HISTORY     - 1941     GOOD             NGS
 MN0084  HISTORY     - 1985     GOOD             NGS
 MN0084
 MN0084                          STATION DESCRIPTION
 MN0084
 MN0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MN0084'AT HUNTSMAN.
 MN0084'AT HUNTSMAN, CHEYENNE COUNTY, ON THE CHICAGO BURLINGTON AND
 MN0084'QUINCY RAILROAD, 8-1/2 POLES SOUTH OF MILEPOST 69, NEAR THE
 MN0084'SOUTH LINE OF SEC. 32, T 15 N, R 49 W, AT A ROAD CROSSING JUST
 MN0084'NORTH OF TWO GRAIN ELEVATORS, 200 FEET EAST OF THE CENTERLINE
 MN0084'OF STATE HIGHWAY 19, 45 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MN0084'34 FEET EAST OF THE EAST RAIL, AND 5 FEET NORTH OF A
 MN0084'POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED 4283.640
 MN0084'K 9 1933 AND SET IN THE TOP OF A CONCRETE POST.
 MN0084
 MN0084                          STATION RECOVERY (1985)
 MN0084
 MN0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0084'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.0 KM (6.85
 MN0084'MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN STREET AT
 MN0084'GURLEY, ALSO AT A ROAD CROSSING OF THE BURLINGTON NORTHERN RAILROAD AT
 MN0084'HUNTSMAN, 22.3 METERS (73 FT) WEST OF THE HIGHWAY CENTERLINE, 13.7
 MN0084'METERS (45 FT) NORTH OF THE CENTER OF AN ASPHALT ROAD, 2.7 METERS (9
 MN0084'FT) NORTH OF A DOUBLE GUYED POWER POLE AND 10.4 METERS (34 FT) EAST OF
 MN0084'THE EAST RAIL.
 MN0084'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MN0084'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0024 ***********************************************************************
 LH0024  DESIGNATION -  K A
 LH0024  PID         -  LH0024
 LH0024  STATE/COUNTY-  NE/ADAMS
 LH0024  USGS QUAD   -  HASTINGS WEST (1983)
 LH0024
 LH0024                         *CURRENT SURVEY CONTROL
 LH0024  ___________________________________________________________________
 LH0024* NAD 83(1986)-  40 35 14.     (N)    098 23 17.     (W)     SCALED    
 LH0024* NAVD 88     -       586.900  (meters)    1925.52   (feet)  ADJUSTED  
 LH0024  ___________________________________________________________________
 LH0024  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 LH0024  DYNAMIC HT  -         586.572 (meters)    1924.44  (feet)  COMP
 LH0024  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 LH0024
 LH0024  VERT ORDER  -  FIRST     CLASS II
 LH0024
 LH0024.The horizontal coordinates were scaled from a topographic map and have
 LH0024.an estimated accuracy of +/- 6 seconds.
 LH0024
 LH0024.The orthometric height was determined by differential leveling
 LH0024.and adjusted by the National Geodetic Survey in June 1991..
 LH0024
 LH0024.The geoid height was determined by GEOID03.
 LH0024
 LH0024.The dynamic height is computed by dividing the NAVD 88
 LH0024.geopotential number by the normal gravity value computed on the
 LH0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0024.degrees latitude (g = 980.6199 gals.).
 LH0024
 LH0024.The modeled gravity was interpolated from observed gravity values.
 LH0024
 LH0024;                    North         East    Units  Estimated Accuracy
 LH0024;SPC NE       -    84,980.      636,430.      MT  (+/- 180 meters Scaled)
 LH0024
 LH0024                          SUPERSEDED SURVEY CONTROL
 LH0024
 LH0024  NGVD 29 (??/??/92)  586.670  (m)         1924.77   (f) ADJ UNCH    1 2
 LH0024
 LH0024.Superseded values are not recommended for survey control.
 LH0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0024.See file dsdata.txt to determine how the superseded data were derived.
 LH0024
 LH0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK517931(NAD 83)
 LH0024_MARKER: DD = SURVEY DISK
 LH0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0024_STAMPING: K-A 1924.898
 LH0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0024+STABILITY: SURFACE MOTION
 LH0024
 LH0024  HISTORY     - Date     Condition        Report By
 LH0024  HISTORY     - UNK      MONUMENTED       NEGS
 LH0024  HISTORY     - 1947     GOOD             NGS
 LH0024  HISTORY     - 19910926 MARK NOT FOUND   NGS
 LH0024
 LH0024                          STATION DESCRIPTION
 LH0024
 LH0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0024'AT HASTINGS.
 LH0024'AT HASTINGS, AT THE POST OFFICE, 40.0 FEET WEST OF THE CENTER
 LH0024'LINE OF NORTH HASTINGS AVENUE, 16.0 FEET NORTH OF THE CENTER
 LH0024'OF THE STEPS AT THE EAST ENTRANCE TO THE POST OFFICE, 7.6 FEET
 LH0024'EAST OF THE EAST WALL OF THE POST OFFICE BUILDING, SET IN THE
 LH0024'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 LH0024
 LH0024                          STATION RECOVERY (1991)
 LH0024
 LH0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0024'THE DESCRIBED AREA IS UNDER CONSTRUCTION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0394 ***********************************************************************
 NO0394  DESIGNATION -  KAISER
 NO0394  PID         -  NO0394
 NO0394  STATE/COUNTY-  NE/CHERRY
 NO0394  USGS QUAD   -  ARABIA SE (1985)
 NO0394
 NO0394                         *CURRENT SURVEY CONTROL
 NO0394  ___________________________________________________________________
 NO0394* NAD 83(1995)-  42 33 19.15523(N)    100 17 44.41306(W)     ADJUSTED  
 NO0394* NAVD 88     -       866.     (meters)    2841.     (feet)  SCALED    
 NO0394  ___________________________________________________________________
 NO0394  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 NO0394  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 NO0394
 NO0394  HORZ ORDER  -  THIRD
 NO0394
 NO0394.The horizontal coordinates were established by classical geodetic methods
 NO0394.and adjusted by the National Geodetic Survey in August 1997..
 NO0394
 NO0394.The orthometric height was scaled from a topographic map.
 NO0394
 NO0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0394
 NO0394.The geoid height was determined by GEOID03.
 NO0394
 NO0394;                    North         East     Units Scale Factor Converg.
 NO0394;SPC NE       -   302,268.596   475,721.888   MT  0.99982660   -0 11 45.4
 NO0394;UTM  14      - 4,712,249.308   393,632.890   MT  0.99973920   -0 52 34.8
 NO0394
 NO0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0394!SPC NE       -   0.99986758  x   0.99982660  =   0.99969421
 NO0394!UTM  14      -   0.99986758  x   0.99973920  =   0.99960682
 NO0394
 NO0394:                Primary Azimuth Mark                     Grid Az
 NO0394:SPC NE       -  KAISER AZ MK                             022 34 48.3
 NO0394:UTM  14      -  KAISER AZ MK                             023 15 37.7
 NO0394
 NO0394|---------------------------------------------------------------------|
 NO0394| PID    Reference Object                     Distance      Geod. Az  |
 NO0394|                                                           dddmmss.s |
 NO0394| CO3809 KAISER AZ MK                                       0222302.9 |
 NO0394| NO0390 WOOD LAKE MUNICIPAL TANK            APPROX.10.7 KM 0265419.2 |
 NO0394| CO3810 KAISER RM 1                          12.545 METERS 19906     |
 NO0394| CO3811 KAISER RM 2                          12.248 METERS 32427     |
 NO0394|---------------------------------------------------------------------|
 NO0394
 NO0394                          SUPERSEDED SURVEY CONTROL
 NO0394
 NO0394  NAD 83(1986)-  42 33 19.15761(N)    100 17 44.41998(W) AD(       ) 3
 NO0394  NAD 27      -  42 33 19.15800(N)    100 17 42.98300(W) AD(       ) 3
 NO0394
 NO0394.Superseded values are not recommended for survey control.
 NO0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0394.See file dsdata.txt to determine how the superseded data were derived.
 NO0394
 NO0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9363312249(NAD 83)
 NO0394_MARKER: DS = TRIANGULATION STATION DISK
 NO0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0394
 NO0394  HISTORY     - Date     Condition        Report By
 NO0394  HISTORY     - 1949     MONUMENTED       CGS
 NO0394
 NO0394                          STATION DESCRIPTION
 NO0394
 NO0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0394'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH AND 3.0 MILES WEST
 NO0394'OF WOODLAKE AND ABOUT 0.75 OF A MILE NORTH OF PLUM CREEK ON THE
 NO0394'TOP OF A PROMINENT SAND HILL.  IT IS 5.3 FEET WEST OF A WITNESS
 NO0394'POST.  IT PROJECTS 2 INCHES AND IS STAMPED KAISER 1949.
 NO0394'
 NO0394'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTHWEST SLOPE OF THE
 NO0394'HILL ABOUT 2.5 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NO0394'PROJECTS 3 INCHES AND IS STAMPED KAISER NO 1 1949.
 NO0394'
 NO0394'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTHWEST SLOPE OF THE
 NO0394'HILL ABOUT 1.8 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NO0394'PROJECTS 2 INCHES AND IS STAMPED KAISER NO 2 1949.
 NO0394'
 NO0394'THE AZIMUTH MARK IS 92.0 FEET SOUTH OF A T FENCE CORNER, 79.0
 NO0394'FEET SOUTH OF THE CENTER OF THE MOST SOUTHERLY OF TWO WIRE
 NO0394'GATES, AND 2.0 FEET SOUTH OF A WITNESS POST, AND 0.3 OF A FOOT
 NO0394'WEST OF A FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED KAISER
 NO0394'1949.
 NO0394'
 NO0394'TO REACH THE STATION FROM THE POST OFFICE IN WOODLAKE, GO SOUTH
 NO0394'ON THE MAIN STREET FOR 0.25 OF A MILE TO U.S. HIGHWAY NO. 20,
 NO0394'CROSS OVER U.S. HIGHWAY NO. 20 AND CONTINUE SOUTH ON A GRAVELED
 NO0394'ROAD FOR 2.0 MILES TO WHERE THE GRAVELED ROAD TURNS TO THE
 NO0394'RIGHT, HERE CONTINUE STRAIGHT AHEAD ON A GRADED SAND ROAD FOR
 NO0394'2.85 MILES TO A RANCH HOME ON THE RIGHT AND A MAIL BOX ON THE
 NO0394'LEFT, CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.85 OF A MILE
 NO0394'TO A WIRE GATE ON THE RIGHT JUST BEFORE REACHING A CATTLE
 NO0394'GUARD, TURN RIGHT THROUGH THE WIRE GATE AND FOLLOW A DIM TRACK
 NO0394'ROAD FOR 0.5 OF A MILE SOUTHWEST TO A WINDMILL, TURN RIGHT AND
 NO0394'GO WEST FOR 0.5 OF A MILE TO TWO WIRE GATES IN A NORTH-SOUTH
 NO0394'FENCE, THE AZIMUTH MARK IS JUST SOUTH OF THESE GATES AS
 NO0394'DESCRIBED, PASS THROUGH THE MOST SOUTHERLY OF TWO WIRE
 NO0394'GATES AND BEAR LEFT AND GO SOUTH-SOUTHWEST ACROSS A
 NO0394'PASTURE FOR 0.35 OF A MILE TO A WINDMILL, PASS TO THE SOUTH OF
 NO0394'THIS WINDMILL AND BEAR LEFT AND GO SOUTHERLY ACROSS
 NO0394'PASTURE FOR 0.35 OF A MILE TO THE TOP OF THE HIGHEST POINT
 NO0394'AND THE STATION AS DESCRIBED.
 NO0394'
 NO0394'A 100 FOOT SIGNAL AT STATION REFUGE IS VISIBLE AT 4 FEET.
 NO0394'
 NO0394'A 74 FOOT SIGNAL AT STATION RANDALL IS VISIBLE AT 4 FEET.
 NO0394'
 NO0394'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0659 ***********************************************************************
 NN0659  DESIGNATION -  KALINA
 NN0659  PID         -  NN0659
 NN0659  STATE/COUNTY-  NE/HOLT
 NN0659  USGS QUAD   -  INMAN (1986)
 NN0659
 NN0659                         *CURRENT SURVEY CONTROL
 NN0659  ___________________________________________________________________
 NN0659* NAD 83(1995)-  42 25 11.40893(N)    098 34 58.35901(W)     ADJUSTED  
 NN0659* NAVD 88     -       593.     (meters)    1946.     (feet)  SCALED    
 NN0659  ___________________________________________________________________
 NN0659  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 NN0659  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 NN0659
 NN0659  HORZ ORDER  -  SECOND
 NN0659
 NN0659.The horizontal coordinates were established by classical geodetic methods
 NN0659.and adjusted by the National Geodetic Survey in August 1997..
 NN0659
 NN0659.The orthometric height was scaled from a topographic map.
 NN0659
 NN0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0659
 NN0659.The geoid height was determined by GEOID03.
 NN0659
 NN0659;                    North         East     Units Scale Factor Converg.
 NN0659;SPC NE       -   288,135.590   616,604.562   MT  0.99978592   +0 56 20.8
 NN0659;UTM  14      - 4,696,476.090   534,317.117   MT  0.99961449   +0 16 53.0
 NN0659
 NN0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0659!SPC NE       -   0.99991080  x   0.99978592  =   0.99969673
 NN0659!UTM  14      -   0.99991080  x   0.99961449  =   0.99952532
 NN0659
 NN0659|---------------------------------------------------------------------|
 NN0659| PID    Reference Object                     Distance      Geod. Az  |
 NN0659|                                                           dddmmss.s |
 NN0659| CO3812 KALINA RM 1                          23.644 METERS 23229     |
 NN0659| NN0669 O NEILL MUNICIPAL TANK              APPROX. 7.1 KM 3113130.1 |
 NN0659| NN0238 P 127                                              3125825.8 |
 NN0659| CO3813 KALINA RM 2                          19.773 METERS 32959     |
 NN0659|---------------------------------------------------------------------|
 NN0659
 NN0659                          SUPERSEDED SURVEY CONTROL
 NN0659
 NN0659  NAD 83(1986)-  42 25 11.41482(N)    098 34 58.36494(W) AD(       ) 2
 NN0659  NAD 27      -  42 25 11.40500(N)    098 34 57.06400(W) AD(       ) 2
 NN0659
 NN0659.Superseded values are not recommended for survey control.
 NN0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0659.See file dsdata.txt to determine how the superseded data were derived.
 NN0659
 NN0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3431796476(NAD 83)
 NN0659_MARKER: DS = TRIANGULATION STATION DISK
 NN0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0659
 NN0659  HISTORY     - Date     Condition        Report By
 NN0659  HISTORY     - 1949     MONUMENTED       CGS
 NN0659  HISTORY     - 1968     GOOD             CGS
 NN0659
 NN0659                          STATION DESCRIPTION
 NN0659
 NN0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0659'THE STATION IS LOCATED ABOUT 2-1/4 MILES EAST AND 2-1/2 MILES
 NN0659'SOUTH OF ONEILL AND ABOUT 3.0 MILES WEST AND 2-1/2 MILES NORTH
 NN0659'OF INMAN, IN THE NORTHEAST CORNER OF A PASTURE AND ON LAND
 NN0659'OWNED BY MR. CHARLES KALINA.  IT IS ABOUT 0.25 MILE EAST OF THE
 NN0659'KALINA FARM HOUSE, 20 FEET WEST OF FENCE LINE, 49 FEET SOUTH
 NN0659'OF THE CENTER OF DRIVEWAY TO FARM HOUSE AND 64 FEET
 NN0659'SOUTH-SOUTHWEST OF THE SOUTH END OF GATE INTO PASTURE.  IT IS
 NN0659'STAMPED KALINA 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0659'
 NN0659'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 18 FEET NORTH OF
 NN0659'THE CENTER OF DRIVEWAY TO FARM HOUSE AND 6 INCHES SOUTH OF FENCE
 NN0659'LINE.  IT IS STAMPED KALINA NO 1 1949 AND PROJECTS 2 INCHES.
 NN0659'
 NN0659'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 5 FEET
 NN0659'SOUTH OF THE CENTER OF DRIVEWAY AND 1 FOOT SOUTH OF THE SOUTH
 NN0659'END OF GATE.  IT IS STAMPED KALINA NO 2 1949 AND PROJECTS
 NN0659'2 INCHES.
 NN0659'
 NN0659'BENCH MARK P 127 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT
 NN0659'0.4 MILE NORTH-NORTHWEST OF THE STATION, 45 FEET WEST OF THE
 NN0659'WEST RAIL OF THE RAILROAD TRACKS, 15 FEET NORTH OF THE CENTER
 NN0659'OF ROAD INTO FIELD, 5 FEET SOUTHWEST OF TELEPHONE POLE, 1 FOOT
 NN0659'EAST OF WITNESS POST AND 6 INCHES EAST OF FENCE LINE.  IT IS
 NN0659'STAMPED P 127 1935 AND PROJECTS 2 INCHES.
 NN0659'
 NN0659'TO REACH THE STATION FROM THE STOP LIGHT IN THE CENTER OF
 NN0659'ONEILL, GO EAST AND SOUTHEAST ON U.S. HIGHWAYS 20 AND 275 FOR
 NN0659'3.3 MILES TO CENTER OF BRIDGE OVER ELKHORN RIVER, CONTINUE
 NN0659'SOUTHEAST ON HIGHWAYS FOR 0.8 MILE TO SIDE ROAD RIGHT ACROSS
 NN0659'RAILROAD TRACKS INTO FIELD AND AZIMUTH MARK AS DESCRIBED,
 NN0659'CONTINUE SOUTHEAST ON HIGHWAY FOR 0.4 MILE TO CROSSROAD,
 NN0659'TURN RIGHT CROSS RAILROAD TRACKS, PASS THROUGH GATE INTO
 NN0659'PASTURE AND STATION JUST SOUTH OF SOUTH END OF GATE AS
 NN0659'DESCRIBED.
 NN0659'
 NN0659'A 74 FOOT SIGNAL AT STATION PETER IS VISIBLE AT 50 FEET
 NN0659'
 NN0659'AN 87 FOOT SIGNAL AT STATION ONEILL IS VISIBLE AT 50 FEET
 NN0659'
 NN0659'A 74 FOOT SIGNAL AT STATION PAGE SW BASE 1900 IS VISIBLE AT
 NN0659'50 FEET
 NN0659'
 NN0659'A 74 FOOT SIGNAL AT STATION STAFFORD IS VISIBLE AT 50 FEET
 NN0659'
 NN0659'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NN0659
 NN0659                          STATION RECOVERY (1968)
 NN0659
 NN0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NN0659'THE STATION MARK AND BENCH MARK P 127 (AZIMUTH MARK) WERE
 NN0659'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 NN0659'1 AND REFERENCE MARK NO. 2 WERE SEARCHED FOR BUT NOT FOUND AND
 NN0659'WAS ASSUMED THE MARKS WERE DESTROYED WHEN A DRIVEWAY WAS
 NN0659'WIDENED WHICH LEADS TO A FARM HOUSE.
 NN0659'
 NN0659'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 NN0659'
 NN0659'FOLLOWING IS A NEW DESCRIPTION.
 NN0659'
 NN0659'TO REACH THE STATION FROM THE STOP LIGHT IN THE CENTER OF
 NN0659'ONEILL, GO SOUTHEAST ON U.S. HIGHWAYS 20 AND 275 FOR 3.3 MILES
 NN0659'TO A BRIDGE OVER THE ELKHORN RIVER.  CONTINUE SOUTHEAST ON
 NN0659'THE HIGHWAY FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT (TURN
 NN0659'RIGHT ACROSS RAILROAD TRACKS AND THE AZIMUTH MARK (BENCH MARK
 NN0659'P 127) ON THE RIGHT.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR
 NN0659'0.4 MILE TO A CROSSROAD.  TURN RIGHT AND CROSS RAILROAD TRACKS
 NN0659'FOR 0.05 MILE TO A CORNER OF PASTURE AND STATION ON THE LEFT.
 NN0659'
 NN0659'STATION MARK, A STANDARD DISK STAMPED KALINA 1949, IS SET
 NN0659'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 NN0659'SURFACE OF THE GROUND.  IT IS 66.5 FEET SOUTHWEST OF THE
 NN0659'WEST RAIL OF RAILROAD TRACKS, 50.5 FEET SOUTH-SOUTHWEST OF A
 NN0659'CORNER FENCE POST, 49 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 NN0659'25 FEET NORTHEAST OF A PIPELINE PIPE, AND 19 FEET WEST OF A
 NN0659'FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 NN0659'
 NN0659'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KALINA 1949
 NN0659'NO. 3 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 NN0659'PROJECTS 3 INCHES.  IT IS 20 FEET SOUTH OF THE CENTER OF THE
 NN0659'DRIVEWAY, 12.5 FEET SOUTHWEST OF THE CORNER FENCE POST, AND
 NN0659'1 FOOT SOUTH OF A FENCE.
 NN0659'
 NN0659'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED KALINA 1949 NO.
 NN0659'4 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 NN0659'PROJECTS 4 INCHES.  IT IS 56 FEET WEST OF THE WEST RAIL OF
 NN0659'RAILROAD TRACKS, 46.5 FEET SOUTH OF THE CORNER FENCE POST,
 NN0659'15 FEET SOUTH-SOUTHWEST OF A TELEGRAPH POLE, 1.5 FEET NORTHWEST
 NN0659'OF A METAL WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 NN0659'
 NN0659'BENCH MARK P 127 (AZIMUTH MARK), A STANDARD COAST AND GEODETIC
 NN0659'SURVEY BENCH MARK DISK STAMPED P 127 1935, SET IN THE TOP
 NN0659'OF A 6-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 NN0659'SURFACE OF THE GROUND IT 45 FEET WEST OF THE WEST RAIL OF
 NN0659'RAILROAD TRACKS, 15 FEET NORTH OF THE CENTER OF A FIELD ROAD,
 NN0659'5 FEET SOUTHWEST OF A TELEGRAPH POLE, AND 0.5 FEET WEST OF A
 NN0659'METAL WITNESS POST.
 NN0659'
 NN0659'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 NN0659'MILES SE OF ONEILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1152 ***********************************************************************
 LG1152  DESIGNATION -  KALLEMEYN
 LG1152  PID         -  LG1152
 LG1152  STATE/COUNTY-  NE/LANCASTER
 LG1152  USGS QUAD   -  CORTLAND (1964)
 LG1152
 LG1152                         *CURRENT SURVEY CONTROL
 LG1152  ___________________________________________________________________
 LG1152* NAD 83(1995)-  40 34 00.81289(N)    096 38 07.63639(W)     ADJUSTED  
 LG1152* NAVD 88     -       429.67   (+/-2cm)    1409.7    (feet)  VERTCON   
 LG1152  ___________________________________________________________________
 LG1152  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 LG1152  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 LG1152
 LG1152  HORZ ORDER  -  THIRD
 LG1152  VERT ORDER  -  THIRD ? (See Below)
 LG1152
 LG1152.The horizontal coordinates were established by classical geodetic methods
 LG1152.and adjusted by the National Geodetic Survey in August 1997..
 LG1152
 LG1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1152.The vertical order pertains to the NGVD 29 superseded value.
 LG1152
 LG1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1152
 LG1152.The geoid height was determined by GEOID03.
 LG1152
 LG1152;                    North         East     Units Scale Factor Converg.
 LG1152;SPC NE       -    86,988.985   784,790.271   MT  0.99979170   +2 13 46.8
 LG1152;UTM  14      - 4,493,366.770   700,166.782   MT  1.00009321   +1 32 17.7
 LG1152
 LG1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1152!SPC NE       -   0.99993673  x   0.99979170  =   0.99972845
 LG1152!UTM  14      -   0.99993673  x   1.00009321  =   1.00002994
 LG1152
 LG1152:                Primary Azimuth Mark                     Grid Az
 LG1152:SPC NE       -  HOLLAND REFORM CHURCH SPIRE              046 21 11.4
 LG1152:UTM  14      -  HOLLAND REFORM CHURCH SPIRE              047 02 40.5
 LG1152
 LG1152|---------------------------------------------------------------------|
 LG1152| PID    Reference Object                     Distance      Geod. Az  |
 LG1152|                                                           dddmmss.s |
 LG1152| LG1146 HOLLAND REFORM CHURCH SPIRE         APPROX. 4.9 KM 0483458.2 |
 LG1152| CL7208 KALLEMEYN RM 1                       19.498 METERS 08054     |
 LG1152| LG1147 FIRTH MUNICIPAL TANK                APPROX. 4.5 KM 1452237.8 |
 LG1152| LG1148 FIRTH ST JOHNS LUTHERAN CHURCH      APPROX. 6.6 KM 1714918.6 |
 LG1152| CL7209 KALLEMEYN RM 2                       22.947 METERS 18837     |
 LG1152| CL7207 KALLEMEYN AZ MK                                    2692350.3 |
 LG1152| LG1149 HICKMAN MUNICIPAL TANK              APPROX. 6.4 KM 3593538.6 |
 LG1152|---------------------------------------------------------------------|
 LG1152
 LG1152                          SUPERSEDED SURVEY CONTROL
 LG1152
 LG1152  NAD 83(1986)-  40 34 00.82080(N)    096 38 07.63552(W) AD(       ) 3
 LG1152  NAD 27      -  40 34 00.81600(N)    096 38 06.56700(W) AD(       ) 3
 LG1152  NGVD 29 (07/19/86)  429.57   (m)         1409.3    (f) LEVELING    3  
 LG1152
 LG1152.Superseded values are not recommended for survey control.
 LG1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1152.See file dsdata.txt to determine how the superseded data were derived.
 LG1152
 LG1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0016793367(NAD 83)
 LG1152_MARKER: DS = TRIANGULATION STATION DISK
 LG1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1152
 LG1152  HISTORY     - Date     Condition        Report By
 LG1152  HISTORY     - 1947     MONUMENTED       CGS
 LG1152  HISTORY     - 1981     SEE DESCRIPTION  LOCENG
 LG1152
 LG1152                          STATION DESCRIPTION
 LG1152
 LG1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1152'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF FIRTH AND
 LG1152'ABOUT 3 MILES SOUTH OF HICKMAN, ON LAND OWNED BY MR. JOHN
 LG1152'KALLEMEYN.  IT IS IN THE NORTHWEST CORNER OF AN ORCHARD, 44
 LG1152'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 10 FEET SOUTH OF
 LG1152'AN EAST-WEST FENCE LINE, 11 FEET EAST OF A NORTH-SOUTH FENCE LINE
 LG1152'AND 9 FEET SOUTH OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST
 LG1152'PROJECTING 1 FOOT.  IT IS STAMPED KALLEMEYN 1947 AND IS FLUSH
 LG1152'WITH THE SURFACE OF THE GROUND.
 LG1152'
 LG1152'REFERENCE MARK NO. 1 IS 74 FEET EAST OF A FENCE CORNER, 33 FEET
 LG1152'SOUTH OF AN EAST-WEST GRAVELED ROAD AND 1 FOOT SOUTH OF AN
 LG1152'EAST-WEST FENCE LINE.  IT IS STAMPED KALLEMEYN NO 1 1947 AND
 LG1152'PROJECTS 10 INCHES.
 LG1152'
 LG1152'REFERENCE MARK NO. 2 IS AT THE WEST EDGE OF THE ORCHARD AND 1 FOOT
 LG1152'EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED KALLEMEYN NO
 LG1152'2 1947 AND PROJECTS 10 INCHES.
 LG1152'
 LG1152'THE AZIMUTH MARK IS AT THE NORTH EDGE OF A CULTIVATED FIELD, 34
 LG1152'FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 2
 LG1152'FEET EAST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING
 LG1152'2 FEET.  IT IS STAMPED KALLEMEYN 1947 AND PROJECTS 6 INCHES.
 LG1152'
 LG1152'TO REACH THE STATION FROM THE CENTER OF FIRTH, GO NORTH FOR 0.35
 LG1152'MILE TO AN EAST-WEST ROAD, TURN LEFT, WEST, AND GO 1.2 MILES TO
 LG1152'A T INTERSECTION.  TURN RIGHT, NORTH, AND GO 2.0 MILES TO A
 LG1152'CROSSROAD, TURN LEFT, WEST, AND GO 0.3 MILE TO THE STATION ON
 LG1152'THE LEFT AS DESCRIBED.
 LG1152'
 LG1152'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVELED
 LG1152'ROAD FOR 0.5 MILE TO THE TOP OF A SMALL GRADE AND THE MARK ON
 LG1152'THE LEFT.
 LG1152'
 LG1152'A 74 FOOT SIGNAL AT LONE STAR IS V.G.
 LG1152'
 LG1152'AN 87 FOOT SIGNAL AT WEST POINT IS VISIBLE AT 20 FEET.
 LG1152'
 LG1152'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1152
 LG1152                          STATION RECOVERY (1981)
 LG1152
 LG1152'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1152'KALLEMEYN NO 1 NOT FOUND.
 LG1152'
 LG1152'KALLEMEYN 1947 STATION MARK FOUND DESTROYED LAYING HORIZONTALLY ON
 LG1152'GROUND ALONG WITH KALLEMEYN NO 2.
 LG1152'
 LG1152'KALLEMEYN 1947 FOUND LEANING NEAR FIELD DRIVE.
 LG1152'
 LG1152'MARKS APPARENTLY DESTROYED WHEN AREA WAS USED FOR DIRT BORROW.
 LG1152'DESCRIPTION SHOULD BE CHANGED.
 LG1152'
 LG1152'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MI NW FIRTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0888 ***********************************************************************
 LG0888  DESIGNATION -  KAMLER
 LG0888  PID         -  LG0888
 LG0888  STATE/COUNTY-  NE/FILLMORE
 LG0888  USGS QUAD   -  ONG (1969)
 LG0888
 LG0888                         *CURRENT SURVEY CONTROL
 LG0888  ___________________________________________________________________
 LG0888* NAD 83(1995)-  40 27 59.81717(N)    097 47 11.46895(W)     ADJUSTED  
 LG0888* NAVD 88     -       522.     (meters)    1713.     (feet)  SCALED    
 LG0888  ___________________________________________________________________
 LG0888  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 LG0888  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 LG0888
 LG0888  HORZ ORDER  -  SECOND
 LG0888
 LG0888.The horizontal coordinates were established by classical geodetic methods
 LG0888.and adjusted by the National Geodetic Survey in August 1997..
 LG0888
 LG0888.The orthometric height was scaled from a topographic map.
 LG0888
 LG0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0888
 LG0888.The geoid height was determined by GEOID03.
 LG0888
 LG0888;                    North         East     Units Scale Factor Converg.
 LG0888;SPC NE       -    72,716.415   687,670.801   MT  0.99982157   +1 28 00.7
 LG0888;UTM  14      - 4,480,256.199   602,875.093   MT  0.99973027   +0 47 15.4
 LG0888
 LG0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0888!SPC NE       -   0.99992225  x   0.99982157  =   0.99974383
 LG0888!UTM  14      -   0.99992225  x   0.99973027  =   0.99965254
 LG0888
 LG0888:                Primary Azimuth Mark                     Grid Az
 LG0888:SPC NE       -  KAMLER AZ MK                             006 58 21.9
 LG0888:UTM  14      -  KAMLER AZ MK                             007 39 07.2
 LG0888
 LG0888|---------------------------------------------------------------------|
 LG0888| PID    Reference Object                     Distance      Geod. Az  |
 LG0888|                                                           dddmmss.s |
 LG0888| CN8897 KAMLER AZ MK                                       0082622.6 |
 LG0888| CN8899 KAMLER RM 1                                        04556     |
 LG0888| LG0933 GENEVA STATE TRAINING SCH TANK      APPROX.16.7 KM 0621341.9 |
 LG0888| LG0935 GENEVA MUNICIPAL STANDPIPE          APPROX.16.6 KM 0663148.2 |
 LG0888| LG0934 GENEVA FILLMORE CO CH BELFRY        APPROX.16.9 KM 0671515.5 |
 LG0888| LG0936 GENEVA ST JOSEPH CH STEEPLE         APPROX.16.8 KM 0680300.5 |
 LG0888| CN8900 KAMLER RM 2                          78.355 METERS 10328     |
 LG0888| LG0859 SHICKLEY MUNICIPAL TANK             APPROX. 7.6 KM 1352315.2 |
 LG0888| LG0858 SHICKLEY ZION EVAN LUTH CH          APPROX. 7.3 KM 1365752.9 |
 LG0888| LG0856 CARLETON ZION LUTH CH STEEPLE       APPROX.20.3 KM 1520902.9 |
 LG0888| LG0855 CARLETON MUNICIPAL TANK             APPROX.20.3 KM 1522606.0 |
 LG0888| LG0887 STOCKHOLM SWEDISH LUTHERAN CH       APPROX. 6.4 KM 1732816.2 |
 LG0888|---------------------------------------------------------------------|
 LG0888
 LG0888                          SUPERSEDED SURVEY CONTROL
 LG0888
 LG0888  NAD 83(1986)-  40 27 59.82449(N)    097 47 11.46991(W) AD(       ) 2
 LG0888  NAD 27      -  40 27 59.79100(N)    097 47 10.30500(W) AD(       ) 2
 LG0888
 LG0888.Superseded values are not recommended for survey control.
 LG0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0888.See file dsdata.txt to determine how the superseded data were derived.
 LG0888
 LG0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0287580256(NAD 83)
 LG0888_MARKER: DS = TRIANGULATION STATION DISK
 LG0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0888
 LG0888  HISTORY     - Date     Condition        Report By
 LG0888  HISTORY     - 1950     MONUMENTED       CGS
 LG0888  HISTORY     - 1955     GOOD             CGS
 LG0888  HISTORY     - 1963     MARK NOT FOUND   CGS
 LG0888
 LG0888                          STATION DESCRIPTION
 LG0888
 LG0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0888'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF SHICKLEY ON A
 LG0888'NORTH-SOUTH RIDGE IN A CULTIVATED FIELD.  STATION IS 29 FEET
 LG0888'NORTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD AND 5 FEET NORTH
 LG0888'OF THE EDGE OF CULTIVATED FIELD.  THE MARK IS ABOUT 1 FOOT BELOW
 LG0888'THE SURFACE AND THE DISK IS STAMPED KAMLER 1950.
 LG0888'
 LG0888'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE APPROXIMATE CENTERLINE
 LG0888'OF DIRT ROAD AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT
 LG0888'6 INCHES AND THE DISK IS STAMPED KAMLER NO 1 1950.
 LG0888'
 LG0888'REFERENCE MARK NO. 2 IS 42 FEET WEST OF THE APPROXIMATE CENTERLINE
 LG0888'OF ROAD, 35 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD,
 LG0888'11 FEET EAST OF FENCE CORNER AND 1 FOOT NORTH OF FENCE.  THE
 LG0888'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED KAMLER NO
 LG0888'2 1950.
 LG0888'
 LG0888'AZIMUTH MARK IS 22 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 LG0888'DIRT ROAD, 1.5 FEET SOUTH OF WITNESS POST AND 1 FOOT WEST OF
 LG0888'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 LG0888'KAMLER 1950.
 LG0888'
 LG0888'TO REACH FROM THE POST OFFICE IN SHICKLEY GO NORTH FOR 0.4 MILE
 LG0888'TO STATE ROUTE 74.  TURN LEFT AND GO WEST ON STATE ROUTE 74 FOR
 LG0888'3.3 MILES TO CROSSROADS.  TURN RIGHT AND GO NORTH FOR 3.0 MILES
 LG0888'TO CROSSROADS.  TURN LEFT AND GO WEST FOR ABOUT 60 YARDS TO TOP
 LG0888'OF RIDGE AND STATION ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.
 LG0888'TO REACH AZIMUTH FROM CROSSROADS GO NORTH FOR 0.3 MILE TO
 LG0888'AZIMUTH MARK ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 LG0888'
 LG0888'AN 87 FOOT SIGNAL AT STATION GENEVA IS V.G.
 LG0888'
 LG0888'A 4 FOOT SIGNAL AT STATION SHICKLEY IS V.G.
 LG0888'
 LG0888'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LG0888
 LG0888                          STATION RECOVERY (1955)
 LG0888
 LG0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 LG0888'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0888'GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE
 LG0888'MOVED AT THE REQUEST OF MR. E.J. SCHELKOPF, FILLMORE COUNTY
 LG0888'SURVEYOR, BECAUSE OF ROAD CONSTRUCTION.  A COMPLETE NEW
 LG0888'DESCRIPTION FOLLOWS.
 LG0888'
 LG0888'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF SHICKLEY ON A
 LG0888'NORTH-SOUTH RIDGE IN A CULTIVATED FIELD, 212 FEET WEST OF THE
 LG0888'CENTER OF A NORTH-SOUTH GRADED ROAD, 169 FEET WEST OF A POWER
 LG0888'POLE, 133 FEET EAST OF A POWER POLE, 29 FEET NORTH OF THE CENTER
 LG0888'OF A DIRT ROAD, AND 5 FEET SOUTH OF A LINE BETWEEN THE POWER
 LG0888'POLES.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 LG0888'AND THE DISK IS STAMPED KAMLER 1950.
 LG0888'
 LG0888'REFERENCE MARK NO. 2 IS 38 FEET WEST OF THE CENTER OF GRADED ROAD,
 LG0888'33 FEET SOUTH OF THE CENTER OF GRADED ROAD, 5 FEET EAST OF A
 LG0888'POWER POLE, AND 2 FEET NORTH OF A FENCE.  THE MARK PROJECTS 6
 LG0888'INCHES AND THE DISK IS STAMPED KAMLER NO 2 1950.
 LG0888'
 LG0888'REFERENCE MARK NO. 3 IS 210 FEET NORTH OF A SOUTHWEST FENCE
 LG0888'CORNER AND 33 FEET EAST OF THE CENTER OF GRADED ROAD IN A FENCE
 LG0888'LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KAMLER
 LG0888'NO 3 1950.
 LG0888'
 LG0888'AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF GRADED ROAD IN A
 LG0888'FENCE LINE AND 1 FOOT SOUTHEAST OF A WHITE WITNESS POST.  THE
 LG0888'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KAMLER 1950
 LG0888'RESET 1955.
 LG0888'
 LG0888'TO REACH THE STATION FROM THE POST OFFICE IN SHICKLEY, GO NORTH
 LG0888'FOR 0.4 MILE TO STATE HIGHWAY 74.  TURN LEFT AND GO WEST ON
 LG0888'STATE HIGHWAY 74 FOR 3.3 MILES TO CROSSROADS.  TURN RIGHT AND
 LG0888'GO NORTH ON GRADED ROAD FOR 3.0 MILES TO CROSSROADS AND THE
 LG0888'STATION 70 YARDS WEST ON THE NORTH SIDE OF ROAD AS DESCRIBED.
 LG0888'TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON GRADED ROAD FOR 0.3
 LG0888'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LG0888
 LG0888                          STATION RECOVERY (1963)
 LG0888
 LG0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0888'STATION WAS NOT RECOVERED FOLLOWING DIGGING, AND MEASUREMENTS FROM
 LG0888'BOTH THE REFERENCE MARKS.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 LG0888'
 LG0888'THE ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0520 ***********************************************************************
 LH0520  DESIGNATION -  KEARNEY
 LH0520  PID         -  LH0520
 LH0520  STATE/COUNTY-  NE/BUFFALO
 LH0520  USGS QUAD   -  KEARNEY (1983)
 LH0520
 LH0520                         *CURRENT SURVEY CONTROL
 LH0520  ___________________________________________________________________
 LH0520* NAD 83(1986)-  40 41 57.     (N)    099 04 53.     (W)     SCALED    
 LH0520* NAVD 88     -       656.506  (meters)    2153.89   (feet)  ADJUSTED  
 LH0520  ___________________________________________________________________
 LH0520  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 LH0520  DYNAMIC HT  -         656.135 (meters)    2152.67  (feet)  COMP
 LH0520  MODELED GRAV-     980,037.6   (mgal)                       NAVD 88
 LH0520
 LH0520  VERT ORDER  -  FIRST     CLASS II
 LH0520
 LH0520.The horizontal coordinates were scaled from a topographic map and have
 LH0520.an estimated accuracy of +/- 6 seconds.
 LH0520
 LH0520.The orthometric height was determined by differential leveling
 LH0520.and adjusted by the National Geodetic Survey in June 1991..
 LH0520
 LH0520.The geoid height was determined by GEOID03.
 LH0520
 LH0520.The dynamic height is computed by dividing the NAVD 88
 LH0520.geopotential number by the normal gravity value computed on the
 LH0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0520.degrees latitude (g = 980.6199 gals.).
 LH0520
 LH0520.The modeled gravity was interpolated from observed gravity values.
 LH0520
 LH0520;                    North         East    Units  Estimated Accuracy
 LH0520;SPC NE       -    96,550.      577,620.      MT  (+/- 180 meters Scaled)
 LH0520
 LH0520                          SUPERSEDED SURVEY CONTROL
 LH0520
 LH0520  NGVD 29 (02/14/92)  656.247  (m)         2153.04   (f) ADJUSTED    1 2
 LH0520
 LH0520.Superseded values are not recommended for survey control.
 LH0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0520.See file dsdata.txt to determine how the superseded data were derived.
 LH0520
 LH0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML931053(NAD 83)
 LH0520_MARKER: DB = BENCH MARK DISK
 LH0520_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH0520_SP_SET: BUILDING
 LH0520_STAMPING: KEARNEY 1933 2153.037
 LH0520_MARK LOGO: CGS   
 LH0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0520+STABILITY: POSITION/ELEVATION WELL
 LH0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0520+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0520
 LH0520  HISTORY     - Date     Condition        Report By
 LH0520  HISTORY     - 1933     MONUMENTED       CGS
 LH0520  HISTORY     - 1950     GOOD             NGS
 LH0520  HISTORY     - 19910923 GOOD             NGS
 LH0520  HISTORY     - 20030925 GOOD             USPSQD
 LH0520
 LH0520                          STATION DESCRIPTION
 LH0520
 LH0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0520'AT KEARNEY.
 LH0520'AT KEARNEY, BUFFALO COUNTY, AT THE CORNER OF CENTRAL AVENUE
 LH0520'AND EAST TWENTY-FOURTH STREET, AT THE POST OFFICE, 33.7 FEET
 LH0520'EAST OF THE EAST CURB OF CENTRAL AVENUE, 17.8 FEET EAST OF THE
 LH0520'EAST EDGE OF THE CENTRAL AVENUE SIDEWALK, 17 FEET NORTH OF THE
 LH0520'SOUTHWEST CORNER OF THE BUILDING, IN THE BOTTOM GRANITE LEDGE
 LH0520'OF THE SOUTH BASEMENT WINDOW, AND ABOUT 1.5 FEET ABOVE GROUND.
 LH0520'A STANDARD DISK, STAMPED 2153.037 KEARNEY 1933.
 LH0520
 LH0520                          STATION RECOVERY (1950)
 LH0520
 LH0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LH0520'RECOVERED IN GOOD CONDITION.
 LH0520
 LH0520                          STATION RECOVERY (1991)
 LH0520
 LH0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0520'IN KEARNEY, AT THE INTERSECTION OF 24TH STREET AND CENTRAL AVENUE,
 LH0520'NEAR THE SOUTH END OF THE FIRST WINDOW LEDGE NORTH OF THE SOUTHWEST
 LH0520'CORNER OF THE MUSEUM OF NEBRASKA ART, 25.3 M (83.0 FT) NORTH OF THE
 LH0520'CENTER OF THE STREET, 20.4 M (66.9 FT) EAST OF THE CENTERLINE OF THE
 LH0520'AVENUE, 5.1 M (16.7 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 LH0520'BUILDING, AND 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
 LH0520
 LH0520                          STATION RECOVERY (2003)
 LH0520
 LH0520'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 LH0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1262 ***********************************************************************
 LH1262  DESIGNATION -  KEARNEY
 LH1262  PID         -  LH1262
 LH1262  STATE/COUNTY-  NE/KEARNEY
 LH1262  USGS QUAD   -  KENESAW (1969)
 LH1262
 LH1262                         *CURRENT SURVEY CONTROL
 LH1262  ___________________________________________________________________
 LH1262* NAD 83(1995)-  40 37 29.00057(N)    098 44 40.50889(W)     ADJUSTED  
 LH1262* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 LH1262  ___________________________________________________________________
 LH1262  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 LH1262  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 LH1262
 LH1262  HORZ ORDER  -  SECOND
 LH1262
 LH1262.The horizontal coordinates were established by classical geodetic methods
 LH1262.and adjusted by the National Geodetic Survey in August 1997..
 LH1262
 LH1262.The orthometric height was scaled from a topographic map.
 LH1262
 LH1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1262
 LH1262.The geoid height was determined by GEOID03.
 LH1262
 LH1262;                    North         East     Units Scale Factor Converg.
 LH1262;SPC NE       -    88,638.358   606,193.775   MT  0.99977584   +0 49 55.1
 LH1262;UTM  14      - 4,497,130.396   521,602.109   MT  0.99960574   +0 09 58.7
 LH1262
 LH1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1262!SPC NE       -   0.99990113  x   0.99977584  =   0.99967699
 LH1262!UTM  14      -   0.99990113  x   0.99960574  =   0.99950691
 LH1262
 LH1262                          SUPERSEDED SURVEY CONTROL
 LH1262
 LH1262  NAD 83(1986)-  40 37 29.00798(N)    098 44 40.50936(W) AD(       ) 2
 LH1262  NAD 27      -  40 37 28.95600(N)    098 44 39.24300(W) AD(       ) 2
 LH1262
 LH1262.Superseded values are not recommended for survey control.
 LH1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1262.See file dsdata.txt to determine how the superseded data were derived.
 LH1262
 LH1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2160297130(NAD 83)
 LH1262_MARKER: N = NAIL
 LH1262_SETTING: 0 = UNSPECIFIED SETTING
 LH1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1262
 LH1262  HISTORY     - Date     Condition        Report By
 LH1262  HISTORY     - 1898     MONUMENTED       CGS
 LH1262  HISTORY     - 1951     MARK NOT FOUND   CGS
 LH1262
 LH1262                          STATION DESCRIPTION
 LH1262
 LH1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1262'THIS STATION IS IN THE NE. 1/4 SEC. 35, T. 8 N., R. 13 W., ABOUT
 LH1262'5 MILES NEARLY DUE WEST OF KENESAW, ON THE HIGHEST POINT OF A
 LH1262'SAND HILL.  THERE IS AN EAST AND WEST WIRE FENCE 93 YARDS NORTH OF
 LH1262'THE STATION, WHICH INTERSECTS WITH A NORTH AND SOUTH FENCE 145
 LH1262'YARDS TO THE NORTHEAST OF THE STATION.  THE SURFACE MARK IS A
 LH1262'PINE STUB 3.0 FEET LONG PROJECTING A FEW INCHES ABOVE THE
 LH1262'GROUND, WITH A NAIL IN ITS CENTER.  THE UNDERGROUND MARK IS A
 LH1262'BOTTLE TOP 3.5 FEET BELOW THE SURFACE.  (APPENDIX NO.6-REPORT
 LH1262'FOR 1901).
 LH1262
 LH1262                          STATION RECOVERY (1951)
 LH1262
 LH1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1262'A THOROUGH SEARCH WAS MADE AROUND THE ENTIRE VICINITY BUT THE
 LH1262'STATION WAS NOT RECOVERED.  THE DISTANCE AND DIRECTION FROM
 LH1262'KEARNEY 2 TO KEARNEY 1898 (COMPUTED THROUGH AN INVERSE) SHOWS
 LH1262'THAT THE ORIGINAL STATION WAS SET IN WHAT IS NOW A LARGE SAND
 LH1262'BLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1267 ***********************************************************************
 LH1267  DESIGNATION -  KEARNEY 2
 LH1267  PID         -  LH1267
 LH1267  STATE/COUNTY-  NE/KEARNEY
 LH1267  USGS QUAD   -  DENMAN (1993)
 LH1267
 LH1267                         *CURRENT SURVEY CONTROL
 LH1267  ___________________________________________________________________
 LH1267* NAD 83(1995)-  40 37 31.95741(N)    098 44 39.60555(W)     ADJUSTED  
 LH1267* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 LH1267  ___________________________________________________________________
 LH1267  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 LH1267  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 LH1267
 LH1267  HORZ ORDER  -  SECOND
 LH1267
 LH1267.The horizontal coordinates were established by classical geodetic methods
 LH1267.and adjusted by the National Geodetic Survey in August 1997..
 LH1267
 LH1267.The orthometric height was scaled from a topographic map.
 LH1267
 LH1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1267
 LH1267.The geoid height was determined by GEOID03.
 LH1267
 LH1267;                    North         East     Units Scale Factor Converg.
 LH1267;SPC NE       -    88,729.843   606,213.675   MT  0.99977562   +0 49 55.7
 LH1267;UTM  14      - 4,497,221.629   521,623.067   MT  0.99960575   +0 09 59.3
 LH1267
 LH1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1267!SPC NE       -   0.99990113  x   0.99977562  =   0.99967677
 LH1267!UTM  14      -   0.99990113  x   0.99960575  =   0.99950692
 LH1267
 LH1267|---------------------------------------------------------------------|
 LH1267| PID    Reference Object                     Distance      Geod. Az  |
 LH1267|                                                           dddmmss.s |
 LH1267| CN8906 KEARNEY 2 RM 1                        6.422 METERS 01907     |
 LH1267| CN8905 KEARNEY 2 AZ MK                                    0891924.4 |
 LH1267| LH1258 KENESAW MUNICIPAL TANK              APPROX. 6.9 KM 0935259.4 |
 LH1267| CN8907 KEARNEY 2 RM 2                        9.917 METERS 26733     |
 LH1267|---------------------------------------------------------------------|
 LH1267
 LH1267                          SUPERSEDED SURVEY CONTROL
 LH1267
 LH1267  NAD 83(1986)-  40 37 31.96478(N)    098 44 39.60577(W) AD(       ) 2
 LH1267  NAD 27      -  40 37 31.91500(N)    098 44 38.34300(W) AD(       ) 2
 LH1267
 LH1267.Superseded values are not recommended for survey control.
 LH1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1267.See file dsdata.txt to determine how the superseded data were derived.
 LH1267
 LH1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2162397222(NAD 83)
 LH1267_MARKER: DS = TRIANGULATION STATION DISK
 LH1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1267
 LH1267  HISTORY     - Date     Condition        Report By
 LH1267  HISTORY     - 1951     MONUMENTED       CGS
 LH1267  HISTORY     - 1959     GOOD             CGS
 LH1267
 LH1267                          STATION DESCRIPTION
 LH1267
 LH1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1267'THE STATION IS LOCATED ABOUT 5.0 MILES WEST OF KENESAW ON THE
 LH1267'RIGHT-OF-WAY OF AN ABANDONED SECTION LINE ROAD ON THE SUMMIT OF A
 LH1267'SMALL ROUND SAND HILL, 4 FEET NORTHWEST OF A WITNESS POST AND 3
 LH1267'FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED KEARNEY 2
 LH1267'1951 AND PROJECTS 2 INCHES.
 LH1267'
 LH1267'REFERENCE MARK NO. 1 IS 24 FEET NORTH OF AN EAST-WEST FENCE
 LH1267'LINE AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.  IT
 LH1267'IS STAMPED KEARNEY 2 NO 1 1951 AND PROJECTS 2 INCHES.
 LH1267'
 LH1267'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE
 LH1267'AND IS ON THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 LH1267'KEARNEY 2 NO 2 1951 AND PROJECTS 4 INCHES.
 LH1267'
 LH1267'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 44.84 FEET.
 LH1267'
 LH1267'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 18 FEET SOUTH OF
 LH1267'THE CENTER OF A TRACK ROAD, 1 FOOT WEST OF A WITNESS POST
 LH1267'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LH1267'KEARNEY 2 1951 AND PROJECTS 2 INCHES.
 LH1267'
 LH1267'TO REACH THE STATION FROM THE POST OFFICE IN KENESAW, GO SOUTH
 LH1267'FOR 0.7 MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON GRAVELED
 LH1267'ROAD FOR 3.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 LH1267'DIRT ROAD FOR 0.95 MILE TO A CROSSROAD, TURN LEFT AND GO WEST
 LH1267'ON TRACK ROAD FOR 0.4 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED,
 LH1267'CONTINUE WEST ON TRACK ROAD FOR 0.7 MILE TO TOP OF HILL AND
 LH1267'STATION AS DESCRIBED.
 LH1267
 LH1267                          STATION RECOVERY (1959)
 LH1267
 LH1267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1267'STATION IS LOCATED IN THE NE CORNER NE 1/4 SEC 35, T 8 N, R 13 W.
 LH1267'LOWELL TOWNSHIP.  STATION WAS RECOVERED AS DESCRIBED IN 1951 AND
 LH1267'ALL MARKS ARE IN GOOD CONDITION.
 LH1267'
 LH1267'1959 OBSERVATIONS TAKEN FROM A 4 FT. STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1304 ***********************************************************************
 LH1304  DESIGNATION -  KEARNEY BOYS TRAIN SCH STACK
 LH1304  PID         -  LH1304
 LH1304  STATE/COUNTY-  NE/KEARNEY
 LH1304  USGS QUAD   -  KEARNEY (1983)
 LH1304
 LH1304                         *CURRENT SURVEY CONTROL
 LH1304  ___________________________________________________________________
 LH1304* NAD 83(1995)-  40 42 23.80767(N)    099 07 28.94110(W)     ADJUSTED  
 LH1304* NAVD 88     -                                                        
 LH1304  ___________________________________________________________________
 LH1304  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 LH1304  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 LH1304
 LH1304  HORZ ORDER  -  THIRD
 LH1304
 LH1304.The horizontal coordinates were established by classical geodetic methods
 LH1304.and adjusted by the National Geodetic Survey in August 1997..
 LH1304
 LH1304
 LH1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1304
 LH1304.The geoid height was determined by GEOID03.
 LH1304
 LH1304;                    North         East     Units Scale Factor Converg.
 LH1304;SPC NE       -    97,333.321   573,949.234   MT  0.99975510   +0 34 48.2
 LH1304;UTM  14      - 4,506,196.656   489,465.677   MT  0.99960137   -0 04 52.8
 LH1304
 LH1304                          SUPERSEDED SURVEY CONTROL
 LH1304
 LH1304  NAD 83(1986)-  40 42 23.81400(N)    099 07 28.93963(W) AD(       ) 4
 LH1304  NAD 27      -  40 42 23.76900(N)    099 07 27.62400(W) AD(       ) 3
 LH1304
 LH1304.Superseded values are not recommended for survey control.
 LH1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1304.See file dsdata.txt to determine how the superseded data were derived.
 LH1304
 LH1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8946606197(NAD 83)
 LH1304_MARKER: 63 = STACK
 LH1304_MARK LOGO: CGS   
 LH1304
 LH1304  HISTORY     - Date     Condition        Report By
 LH1304  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1304  HISTORY     - 1950     GOOD             CGS
 LH1304  HISTORY     - 1967     GOOD             CGS
 LH1304  HISTORY     - 19821117 GOOD             NGS
 LH1304  HISTORY     - 20030925 MARK NOT FOUND   USPSQD
 LH1304
 LH1304                          STATION DESCRIPTION
 LH1304
 LH1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1304'THE STATION IS LOCATED AT THE SOUTHWESTERN EDGE ON KEARNEY.  IT IS
 LH1304'ABOUT 150 FEET HIGH AND OF CONCRETE CONSTRUCTION.
 LH1304'
 LH1304'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 LH1304'
 LH1304'TO REACH THE STATION FROM THE MONUMENT ON THE MAIN STREET OF
 LH1304'KEARNEY, GO SOUTHWEST ON US HIGHWAY 30 FOR 2.65 MILES TO A SIDE ROAD
 LH1304'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.4 MILE TO A SIDE DRIVE,
 LH1304'LEFT.  TURN LEFT AND GO WEST FOR 0.1 MILE TO THE STATION ON
 LH1304'THE RIGHT.
 LH1304
 LH1304                          STATION RECOVERY (1950)
 LH1304
 LH1304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1304'RECOVERED IN GOOD CONDITION.
 LH1304
 LH1304                          STATION RECOVERY (1967)
 LH1304
 LH1304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 LH1304'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LH1304'CONDITION.
 LH1304'
 LH1304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS
 LH1304'LOCATED AT THE SOUTHWEST EDGE OF KEARNEY.
 LH1304
 LH1304                          STATION RECOVERY (1982)
 LH1304
 LH1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LH1304'RECOVERED IN GOOD CONDITION.
 LH1304
 LH1304                          STATION RECOVERY (2003)
 LH1304
 LH1304'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 LH1304'EMPLOYEE REPORTED CHIMNEY REMOVED DUE TO POOR CONDITION OF THE
 LH1304'CHIMNEYIN 1999
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1314 ***********************************************************************
 LH1314  DESIGNATION -  KEARNEY BOYS TRAIN SCH SPIPE
 LH1314  PID         -  LH1314
 LH1314  STATE/COUNTY-  NE/BUFFALO
 LH1314  USGS QUAD   -  KEARNEY (1983)
 LH1314
 LH1314                         *CURRENT SURVEY CONTROL
 LH1314  ___________________________________________________________________
 LH1314* NAD 83(1995)-  40 42 20.60625(N)    099 07 26.83448(W)     ADJUSTED  
 LH1314* NAVD 88     -                                                        
 LH1314  ___________________________________________________________________
 LH1314  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 LH1314  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 LH1314
 LH1314  HORZ ORDER  -  THIRD
 LH1314
 LH1314.The horizontal coordinates were established by classical geodetic methods
 LH1314.and adjusted by the National Geodetic Survey in August 1997..
 LH1314
 LH1314
 LH1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1314
 LH1314.The geoid height was determined by GEOID03.
 LH1314
 LH1314;                    North         East     Units Scale Factor Converg.
 LH1314;SPC NE       -    97,235.098   573,999.671   MT  0.99975532   +0 34 49.6
 LH1314;UTM  14      - 4,506,097.872   489,514.969   MT  0.99960135   -0 04 51.4
 LH1314
 LH1314                          SUPERSEDED SURVEY CONTROL
 LH1314
 LH1314  NAD 83(1986)-  40 42 20.61295(N)    099 07 26.83507(W) AD(       ) 4
 LH1314  NAD 27      -  40 42 20.56800(N)    099 07 25.52000(W) AD(       ) 3
 LH1314
 LH1314.Superseded values are not recommended for survey control.
 LH1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1314.See file dsdata.txt to determine how the superseded data were derived.
 LH1314
 LH1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8951506098(NAD 83)
 LH1314_MARKER: 52 = STANDPIPE TANK
 LH1314
 LH1314  HISTORY     - Date     Condition        Report By
 LH1314  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1314  HISTORY     - 20030925 MARK NOT FOUND   USPSQD
 LH1314
 LH1314                          STATION DESCRIPTION
 LH1314
 LH1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1314'THE STATION IS LOCATED AT THE SOUTHWESTERN EDGE OF KEARNEY.
 LH1314'IT IS ABOUT 100 FEET HIGH, OF STEEL CONSTRUCTION AND PAINTED
 LH1314'SILVER.
 LH1314'
 LH1314'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STANDPIPE.
 LH1314'
 LH1314'TO REACH THE STATION FROM THE MONUMENT ON MAIN STREET IN KEARNEY,
 LH1314'GO SOUTHWEST ON US HIGHWAY 30 FOR 2.65 MILES TO A SIDE ROAD
 LH1314'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.4 MILE TO A SIDE DRIVE, LEFT.
 LH1314'TURN LEFT AND GO WEST FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 LH1314
 LH1314                          STATION RECOVERY (2003)
 LH1314
 LH1314'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 LH1314'EMPLOYEE REPORTED CHIMNEY REMOVED DUE TO POOR CONCITION OF THE CHIMNEY
 LH1314'IN 1999
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1310 ***********************************************************************
 LH1310  DESIGNATION -  KEARNEY BUFFALO CO CTHSE DOME
 LH1310  PID         -  LH1310
 LH1310  STATE/COUNTY-  NE/BUFFALO
 LH1310  USGS QUAD   -  KEARNEY (1983)
 LH1310
 LH1310                         *CURRENT SURVEY CONTROL
 LH1310  ___________________________________________________________________
 LH1310* NAD 83(1995)-  40 41 23.32660(N)    099 04 57.41704(W)     ADJUSTED  
 LH1310* NAVD 88     -                                                        
 LH1310  ___________________________________________________________________
 LH1310  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LH1310  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 LH1310
 LH1310  HORZ ORDER  -  THIRD
 LH1310
 LH1310.The horizontal coordinates were established by classical geodetic methods
 LH1310.and adjusted by the National Geodetic Survey in August 1997..
 LH1310
 LH1310
 LH1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1310
 LH1310.The geoid height was determined by GEOID03.
 LH1310
 LH1310;                    North         East     Units Scale Factor Converg.
 LH1310;SPC NE       -    95,505.104   577,524.870   MT  0.99975919   +0 36 28.6
 LH1310;UTM  14      - 4,504,327.566   493,019.409   MT  0.99960060   -0 03 13.9
 LH1310
 LH1310                          SUPERSEDED SURVEY CONTROL
 LH1310
 LH1310  NAD 83(1986)-  40 41 23.33313(N)    099 04 57.41790(W) AD(       ) 4
 LH1310  NAD 27      -  40 41 23.28700(N)    099 04 56.10400(W) AD(       ) 3
 LH1310
 LH1310.Superseded values are not recommended for survey control.
 LH1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1310.See file dsdata.txt to determine how the superseded data were derived.
 LH1310
 LH1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9301904328(NAD 83)
 LH1310_MARKER: 87 = DOME
 LH1310
 LH1310  HISTORY     - Date     Condition        Report By
 LH1310  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1310  HISTORY     - 20030925 MARK NOT FOUND   USPSQD
 LH1310
 LH1310                          STATION DESCRIPTION
 LH1310
 LH1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1310'THE STATION IS LOCATED AT CENTRAL AVENUE AND 16TH STREET IN
 LH1310'KEARNEY.  IT IS ABOUT 90 FEET HIGH AND SETS ON TOP OF A RED
 LH1310'BRICK BUILDING THAT IS ABOUT 200 FEET SQUARE.
 LH1310'
 LH1310'THE POINT INTERSECTED WAS THE TOP OF THE DOME.
 LH1310
 LH1310                          STATION RECOVERY (2003)
 LH1310
 LH1310'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 LH1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1400 ***********************************************************************
 LH1400  DESIGNATION -  KEARNEY CBL 0
 LH1400  PID         -  LH1400
 LH1400  STATE/COUNTY-  NE/BUFFALO
 LH1400  USGS QUAD   -  KEARNEY (1983)
 LH1400
 LH1400                         *CURRENT SURVEY CONTROL
 LH1400  ___________________________________________________________________
 LH1400* NAD 83(1995)-  40 43 09.00028(N)    099 00 43.74161(W)     ADJUSTED  
 LH1400* NAVD 88     -       648.873  (meters)    2128.84   (feet)  ADJUSTED  
 LH1400  ___________________________________________________________________
 LH1400  X           -    -758,386.341 (meters)                     COMP
 LH1400  Y           -  -4,781,699.732 (meters)                     COMP
 LH1400  Z           -   4,139,243.472 (meters)                     COMP
 LH1400  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LH1400  ELLIP HEIGHT-         624.43  (meters)          (12/13/01) GPS OBS
 LH1400  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 LH1400  DYNAMIC HT  -         648.510 (meters)    2127.65  (feet)  COMP
 LH1400  MODELED GRAV-     980,043.3   (mgal)                       NAVD 88
 LH1400
 LH1400  HORZ ORDER  -  THIRD
 LH1400  VERT ORDER  -  FIRST     CLASS II
 LH1400  ELLP ORDER  -  FOURTH    CLASS I
 LH1400
 LH1400.This mark is at Kearney Municipal Airport (EAR)
 LH1400
 LH1400.The horizontal coordinates were established by GPS observations
 LH1400.and adjusted by the National Geodetic Survey in September 1997..
 LH1400
 LH1400.The orthometric height was determined by differential leveling
 LH1400.and adjusted by the National Geodetic Survey in May 1993..
 LH1400
 LH1400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1400
 LH1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1400
 LH1400.The ellipsoidal height was determined by GPS observations
 LH1400.and is referenced to NAD 83.
 LH1400
 LH1400.The geoid height was determined by GEOID03.
 LH1400
 LH1400.The dynamic height is computed by dividing the NAVD 88
 LH1400.geopotential number by the normal gravity value computed on the
 LH1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1400.degrees latitude (g = 980.6199 gals.).
 LH1400
 LH1400.The modeled gravity was interpolated from observed gravity values.
 LH1400
 LH1400;                    North         East     Units Scale Factor Converg.
 LH1400;SPC NE       -    98,829.392   583,442.165   MT  0.99975210   +0 39 16.7
 LH1400;UTM  14      - 4,507,582.739   498,973.804   MT  0.99960001   -0 00 28.5
 LH1400
 LH1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1400!SPC NE       -   0.99990206  x   0.99975210  =   0.99965418
 LH1400!UTM  14      -   0.99990206  x   0.99960001  =   0.99950211
 LH1400
 LH1400:                Primary Azimuth Mark                     Grid Az
 LH1400:SPC NE       -  KEARNEY CBL 430                          006 45 08.8
 LH1400:UTM  14      -  KEARNEY CBL 430                          007 24 54.0
 LH1400
 LH1400|---------------------------------------------------------------------|
 LH1400| PID    Reference Object                     Distance      Geod. Az  |
 LH1400|                                                           dddmmss.s |
 LH1400| LH1402 KEARNEY CBL 430                     429.989 METERS 0072425.5 |
 LH1400| LH1311 KEARNEY ROCKWELL MFG CO TANK        APPROX. 2.3 KM 2385215.9 |
 LH1400| LH1407 KEARNEY MUNICIPAL APT BCN           APPROX. 0.9 KM 3543521.5 |
 LH1400|---------------------------------------------------------------------|
 LH1400
 LH1400                          SUPERSEDED SURVEY CONTROL
 LH1400
 LH1400  ELLIP H (09/18/97)  624.48   (m)                       GP(       ) 4 1
 LH1400  NAD 83(1995)-  40 43 09.00571(N)    099 00 43.74245(W) AD(       ) 3
 LH1400  NAD 83(1986)-  40 43 09.00739(N)    099 00 43.74793(W) AD(       ) 3
 LH1400  NGVD 29 (02/14/92)  648.610  (m)         2127.98   (f) ADJUSTED    1 2
 LH1400
 LH1400.Superseded values are not recommended for survey control.
 LH1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1400.See file dsdata.txt to determine how the superseded data were derived.
 LH1400
 LH1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9897407583(NAD 83)
 LH1400_MARKER: DQ = CALIBRATION BASE LINE DISK
 LH1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1400_SP_SET: CONCRETE POST
 LH1400_MARK LOGO: NGS   
 LH1400_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1400+STABILITY: SURFACE MOTION
 LH1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1400+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1997
 LH1400
 LH1400  HISTORY     - Date     Condition        Report By
 LH1400  HISTORY     - 1985     MONUMENTED       NGS
 LH1400  HISTORY     - 19860516 GOOD             NGS
 LH1400  HISTORY     - 19911008 GOOD             NGS
 LH1400  HISTORY     - 19970724 GOOD             NGS
 LH1400
 LH1400                          STATION DESCRIPTION
 LH1400
 LH1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LH1400'THE BASE LINE IS LOCATED ON THE EAST SIDE OF KEARNEY ALONG THE EASTERN
 LH1400'EDGE OF THE LARGE APRON AND MAIN TAXI WAY OF THE KEARNEY AIRPORT.
 LH1400' 
 LH1400'TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 30
 LH1400'AND AIRPORT ROAD ON THE EAST SIDE OF KEARNEY, GO NORTH ON AIRPORT ROAD
 LH1400'FOR 1.05 K (0.65 MI) TO A SIDE ROAD RIGHT TO GATE 10.  TURN RIGHT AND
 LH1400'GO EAST FOR 0.08 K (0.05 MI) TO GATE 10.  PASS THROUGH GATE AND
 LH1400'CONTINUE EAST ACROSS APRONS FOR 0.24 K (0.15 MI) TO THE 0 METER POINT
 LH1400'ON THE LEFT NEAR THE JUNCTION OF THE LARGE APRON AND THE SOUTHEAST
 LH1400'TAXI WAY.
 LH1400' 
 LH1400'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 LH1400'SOUTH END.  IT IS MADE UP OF THE 0, 150, 430, AND 1400 METER POINTS
 LH1400'WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET EAST OF THE 0
 LH1400'METER POINT.  ALL OF THE MARKS ARE SET ON A LINE PARALLEL TO THE
 LH1400'EASTERN EDGE OF THE LARGE CONCRETE APRON AND TAXI WAY ON THE WEST SIDE
 LH1400'OF THE AIRPORT.
 LH1400' 
 LH1400'THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP
 LH1400'OF A ROUND CONCRETE MONUEMENT 25 CM (10 IN) IN DIAMETER FLUSH WITH THE
 LH1400'GROUND LOCATED 8.47 M (27.8 FT) NNW FROM TAXI WAY LIGHT 66 S, 5.79 M
 LH1400'(19.0 FT) EAST FROM EDGE OF APRON, 5.54 M (18.2 FT) SE FROM TAXI WAY
 LH1400'LIGHT 64 S, AND 3.28 M (10.8 FT) NE FROM TAXI WAY LIGHT 65 S.
 LH1400' 
 LH1400'ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE
 LH1400'TOP OF 10 INCH ROUND CONCRETE MONUMENTS FLUSH WITH THE SURFACE.  THE
 LH1400'MARKS ARE NOT STAMPED AT THIS TIME AND ALL ARE MARKED BY A RED DIAMOND
 LH1400'PAINTED ON THE CONCRETE APRON ADJACENT TO THE METER POINTS.
 LH1400' 
 LH1400'BASE LINE PROPERTY OWNERSHIP IS THE KEARNEY AIRPORT, KEARNEY, NE
 LH1400'68847.
 LH1400' 
 LH1400'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH KEARNEY STATE
 LH1400'COLLEGE AND THE PROFESSIONAL SURVEYORS ASSOCIATION OF NEBRASKA.  FOR
 LH1400'FURTHER INFORMATION CONTACT BUFFALO COUNTY SURVEYOR, COURT HOUSE,
 LH1400'KEARNEY, NE  68847.  TELEPHONE (308) 237-3785.
 LH1400
 LH1400                          STATION RECOVERY (1986)
 LH1400
 LH1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH1400'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) EAST-NORTHEAST OF
 LH1400'KEARNEY AND AT THE KEARNEY MUNICIPAL AIRPORT, OWNED BY THE CITY OF
 LH1400'KEARNEY, KEARNEY MUNICIPAL AIRPORT, RODNEY A. JOHNSON, AIRPORT
 LH1400'MANAGER, P.O. BOX 484 KEARNEY, NEBRASKA 68847.  TELEPHONE
 LH1400'308-234-2318.
 LH1400'TO REACH THE STATION FROM GATE 10 AT THE AIRPORT, GO EAST ACROSS THE
 LH1400'AIRCRAFT PARKING AREA FOR 0.08 KM (0.05 MI) TO WHERE A TAXIWAY HEADS
 LH1400'SOUTHEAST, AND THE STATION AT THE SOUTHEAST CORNER OF THE AIRCRAFT
 LH1400'PARKING AREA.
 LH1400'THE STATION, AN UNSTAMPED EDMI CALIBRATION BASELINE DISK, IS SET INTO
 LH1400'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 LH1400'IT IS 6.10 M (20.0 FT) EAST FROM THE EAST EDGE OF THE AIRCRAFT PARKING
 LH1400'AREA/TAXIWAY, 5.61 M (18.4 FT) SOUTHEAST FROM TAXIWAY LIGHT NUMBERED
 LH1400'64S AND 3.29 M (10.8 FT) NORTHEAST FROM TAXIWAY LIGHT NUMBERED 65S.
 LH1400'DESCRIBED BY J.A. ODUM.
 LH1400
 LH1400                          STATION RECOVERY (1991)
 LH1400
 LH1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1400'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1400'STATE HIGHWAY 44 IN KEARNEY, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG
 LH1400'THE KEARNEY MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI)
 LH1400'EASTERLY ALONG A GRAVELED ROAD, THENCE 0.2 KM (0.10 MI) EASTERLY
 LH1400'ALONG THE SOUTH EDGE OF AN APRON, THENCE 0.1 KM (0.05 MI) NORTHERLY
 LH1400'ALONG THE EAST EDGE OF A TAXIWAY, 8.7 M (28.5 FT) NORTH-NORTHEAST OF
 LH1400'THE NORTHEAST EDGE OF A TAXIWAY, 5.8 M (19.0 FT) EAST OF AND LEVEL
 LH1400'WITH THE EAST EDGE OF THE TAXIWAY, 5.4 M (17.7 FT) SOUTHEAST OF
 LH1400'TAXIWAY LIGHT 64S, 3.4 M (11.2 FT) NORTHEAST OF TAXIWAY LIGHT NUMBER
 LH1400'65S, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 LH1400'DISK IS UNSTAMPED.
 LH1400
 LH1400                          STATION RECOVERY (1997)
 LH1400
 LH1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1400'THE STATION IS LOCATED 12.9 KM (8.00 MI) WEST SOUTHWEST OF GIBBON, 6.4
 LH1400'KM (3.95 MI) EAST NORTHEAST OF KEARNEY AND AT THE KEARNEY MUNICIPAL
 LH1400'AIRPORT NEAR THE SOUTHEAST CORNER OF THE APRON.  OWNERSHIP--CITY OF
 LH1400'KEARNEY, PO BOX 1180, KEARNEY, NE 68847.  AIRPORT MANAGER IS RODNEY
 LH1400'JOHNSON, PHONE (308) 234-2318.  TO REACH THE STATION FROM THE JUNCTION
 LH1400'OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 44 (EXIT 272) ON THE SOUTH
 LH1400'SIDE OF KEARNEY, GO NORTH ON STATE HIGHWAY 44 FOR 3.46 KM (2.15 MI) TO
 LH1400'A INTERSECTION, TURN RIGHT AND GO EAST ON US HIGHWAY 30 FOR 5.87 KM
 LH1400'(3.65 MI) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED
 LH1400'ROAD FOR 1.05 KM (0.65 MI) TO A INTERSECTION, TURN RIGHT AND GO EAST
 LH1400'ON A GRAVEL ROAD FOR 0.08 KM (0.05 MI) TO A GATE, PASS THROUGH GATE,
 LH1400'CONTINUE AHEAD AND GO EAST ON THE APRON FOR 0.24 KM (0.15 MI) TO THE
 LH1400'EAST EDGE OF THE APRON AND THE STATION IN THE ANGLE FORMED BY THE
 LH1400'APRON AND A TAXIWAY LEADING TO RUNWAY 36.  THE STATION IS 22.4 M (73.5
 LH1400'FT) N OF THE EXTENDED CENTERLINE OF THE EAST WEST TAXIWAY, 23.9 M
 LH1400'(78.4 FT) NE OF THE CENTERLINE OF A TAXIWAY LEADING TO RUNWAY END 36,
 LH1400'20.1 M (65.9 FT) SOUTHEAST OF TAXIWAY LIGHT (65) , 13.5 M (44.3 FT)
 LH1400'EAST-NORTHEAST OF TAXIWAY LIGHT (67) , AND 5.8 M (19.0 FT) EAST OF THE
 LH1400'CONCRETE APRON EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1401 ***********************************************************************
 LH1401  SACS        -  This is a Secondary Airport Control Station.
 LH1401  DESIGNATION -  KEARNEY CBL 1400
 LH1401  PID         -  LH1401
 LH1401  STATE/COUNTY-  NE/BUFFALO
 LH1401  USGS QUAD   -  KEARNEY (1983)
 LH1401
 LH1401                         *CURRENT SURVEY CONTROL
 LH1401  ___________________________________________________________________
 LH1401* NAD 83(1995)-  40 43 54.00398(N)    099 00 36.05111(W)     ADJUSTED  
 LH1401* NAVD 88     -       648.235  (meters)    2126.75   (feet)  ADJUSTED  
 LH1401  ___________________________________________________________________
 LH1401  X           -    -758,066.128 (meters)                     COMP
 LH1401  Y           -  -4,780,832.912 (meters)                     COMP
 LH1401  Z           -   4,140,295.234 (meters)                     COMP
 LH1401  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 LH1401  ELLIP HEIGHT-         623.82  (meters)          (12/13/01) GPS OBS
 LH1401  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 LH1401  DYNAMIC HT  -         647.873 (meters)    2125.56  (feet)  COMP
 LH1401  MODELED GRAV-     980,045.0   (mgal)                       NAVD 88
 LH1401
 LH1401  HORZ ORDER  -  FIRST
 LH1401  VERT ORDER  -  FIRST     CLASS II
 LH1401  ELLP ORDER  -  FOURTH    CLASS I
 LH1401
 LH1401.This mark is at Kearney Municipal Airport (EAR)
 LH1401
 LH1401.The horizontal coordinates were established by GPS observations
 LH1401.and adjusted by the National Geodetic Survey in September 1997..
 LH1401
 LH1401.The orthometric height was determined by differential leveling
 LH1401.and adjusted by the National Geodetic Survey in May 1993..
 LH1401
 LH1401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1401
 LH1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1401
 LH1401.The ellipsoidal height was determined by GPS observations
 LH1401.and is referenced to NAD 83.
 LH1401
 LH1401.The geoid height was determined by GEOID03.
 LH1401
 LH1401.The dynamic height is computed by dividing the NAVD 88
 LH1401.geopotential number by the normal gravity value computed on the
 LH1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1401.degrees latitude (g = 980.6199 gals.).
 LH1401
 LH1401.The modeled gravity was interpolated from observed gravity values.
 LH1401
 LH1401;                    North         East     Units Scale Factor Converg.
 LH1401;SPC NE       -   100,219.241   583,606.712   MT  0.99974916   +0 39 21.8
 LH1401;UTM  14      - 4,508,970.383   499,154.384   MT  0.99960001   -0 00 23.5
 LH1401
 LH1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1401!SPC NE       -   0.99990215  x   0.99974916  =   0.99965134
 LH1401!UTM  14      -   0.99990215  x   0.99960001  =   0.99950220
 LH1401
 LH1401:                Primary Azimuth Mark                     Grid Az
 LH1401:SPC NE       -  KEARNEY CBL 430                          186 45 06.1
 LH1401:UTM  14      -  KEARNEY CBL 430                          187 24 51.4
 LH1401
 LH1401|---------------------------------------------------------------------|
 LH1401| PID    Reference Object                     Distance      Geod. Az  |
 LH1401|                                                           dddmmss.s |
 LH1401| LH1402 KEARNEY CBL 430                     APPROX. 1.0 KM 1872427.9 |
 LH1401| LH1407 KEARNEY MUNICIPAL APT BCN           APPROX. 0.6 KM 2054431.4 |
 LH1401|---------------------------------------------------------------------|
 LH1401
 LH1401                          SUPERSEDED SURVEY CONTROL
 LH1401
 LH1401  ELLIP H (09/18/97)  623.87   (m)                       GP(       ) 4 1
 LH1401  NAD 83(1995)-  40 43 54.00380(N)    099 00 36.05072(W) AD(       ) 1
 LH1401  ELLIP H (08/18/97)  623.87   (m)                       GP(       ) 4 1
 LH1401  NAD 83(1986)-  40 43 54.01087(N)    099 00 36.05412(W) AD(       ) 1
 LH1401  NGVD 29 (02/14/92)  647.970  (m)         2125.88   (f) ADJUSTED    1 2
 LH1401
 LH1401.Superseded values are not recommended for survey control.
 LH1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1401.See file dsdata.txt to determine how the superseded data were derived.
 LH1401
 LH1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9915408970(NAD 83)
 LH1401_MARKER: DQ = CALIBRATION BASE LINE DISK
 LH1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1401_SP_SET: CONCRETE POST
 LH1401_MARK LOGO: NGS   
 LH1401_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1401+STABILITY: SURFACE MOTION
 LH1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1401+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 LH1401
 LH1401  HISTORY     - Date     Condition        Report By
 LH1401  HISTORY     - 1985     MONUMENTED       NGS
 LH1401  HISTORY     - 19890413 GOOD             NGS
 LH1401  HISTORY     - 19911008 GOOD             NGS
 LH1401  HISTORY     - 19950726 GOOD             NGS
 LH1401  HISTORY     - 19970724 GOOD             NGS
 LH1401  HISTORY     - 20050308 GOOD             NEDR
 LH1401
 LH1401                          STATION DESCRIPTION
 LH1401
 LH1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LH1401'THE BASE LINE IS LOCATED ON THE EAST SIDE OF KEARNEY ALONG THE EASTERN
 LH1401'EDGE OF THE LARGE APRON AND MAIN TAXI WAY OF THE KEARNEY AIRPORT.
 LH1401' 
 LH1401'TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 30
 LH1401'AND AIRPORT ROAD ON THE EAST SIDE OF KEARNEY, GO NORTH ON AIRPORT ROAD
 LH1401'FOR 1.05 K (0.65 MI) TO A SIDE ROAD RIGHT TO GATE 10.  TURN RIGHT AND
 LH1401'GO EAST FOR 0.08 K (0.05 MI) TO GATE 10.  PASS THROUGH GATE AND
 LH1401'CONTINUE EAST ACROSS APRONS FOR 0.24 K (0.15 MI) TO THE 0 METER POINT
 LH1401'ON THE LEFT NEAR THE JUNCTION OF THE LARGE APRON AND THE SOUTHEAST
 LH1401'TAXI WAY.
 LH1401' 
 LH1401'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 LH1401'SOUTH END.  IT IS MADE UP OF THE 0, 150, 430, AND 1400 METER POINTS
 LH1401'WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET EAST OF THE 0
 LH1401'METER POINT.  ALL OF THE MARKS ARE SET ON A LINE PARALLEL TO THE
 LH1401'EASTERN EDGE OF THE LARGE CONCRETE APRON AND TAXI WAY ON THE WEST SIDE
 LH1401'OF THE AIRPORT.
 LH1401' 
 LH1401'ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE
 LH1401'TOP OF 10 INCH ROUND CONCRETE MONUMENTS FLUSH WITH THE SURFACE.  THE
 LH1401'MARKS ARE NOT STAMPED AT THIS TIME AND ALL ARE MARKED BY A RED DIAMOND
 LH1401'PAINTED ON THE CONCRETE APRON ADJACENT TO THE METER POINTS.
 LH1401' 
 LH1401'BASE LINE PROPERTY OWNERSHIP IS THE KEARNEY AIRPORT, KEARNEY, NE
 LH1401'68847.
 LH1401' 
 LH1401'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH KEARNEY STATE
 LH1401'COLLEGE AND THE PROFESSIONAL SURVEYORS ASSOCIATION OF NEBRASKA.  FOR
 LH1401'FURTHER INFORMATION CONTACT BUFFALO COUNTY SURVEYOR, COURT HOUSE,
 LH1401'KEARNEY, NE  68847.  TELEPHONE (308) 237-3785.
 LH1401
 LH1401                          STATION RECOVERY (1989)
 LH1401
 LH1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1401'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) EAST-NORTHEAST OF
 LH1401'KEARNEY, 1.6 KM (1.00 MI) NORTH U.S. HIGHWAY 30, AT THE KEARNEY
 LH1401'MUNICIPAL AIRPORT, AT THE TAXIWAY APPROACH TO RUNWAY END 13, ON
 LH1401'PROPERTY OF THE CITY OF KEARNEY, KEARNEY MUNICIPAL AIRPORT, RODNEY A.
 LH1401'JOHNSON, AIRPORT MANAGER, P.O. BOX 484, KEARNEY, NE 68847.  TELEPHONE
 LH1401'IS 308-234-2318.
 LH1401'TO REACH THE STATION FROM THE BUFFALO AIR SERVICE GATE 3, AT THE
 LH1401'AIRPORT, GO EAST ON A DRIVE FOR 0.08 KM (0.05 MI) TO A CONCRETE APRON.
 LH1401'BEAR LEFT AND GO NORTHEAST ACROSS THE APRON THEN TAXIWAY FOR 0.16 KM
 LH1401'(0.10 MI) TO THE JUNCTION WITH THE TAXIWAY APPROACH TO RUNWAY END 13
 LH1401'AND THE STATION.
 LH1401'THE STATION MARK IS AN UNSTAMPED CALIBRATION BASELINE DISK SET 46.94 M
 LH1401'(154.0 FT) SOUTH FROM THE CENTERLINE OF THE TAXIWAY APPROACH TO RUNWAY
 LH1401'END 13, 25.63 M (84.1 FT) NORTHEAST FROM A TAXIWAY LIGHT NUMBERED 25N,
 LH1401'11.49 M (37.7 FT) SOUTHEAST FROM A TAXIWAY LIGHT NUMBERED 26N, 6.10 M
 LH1401'(20.0 FT) EAST FROM THE WEST EDGE OF THE NORTH-SOUTH TAXIWAY AND FLUSH
 LH1401'WITH THE SURFACE.
 LH1401'DESCRIBED BY J.A.ODUM.
 LH1401
 LH1401                          STATION RECOVERY (1991)
 LH1401
 LH1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1401'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1401'STATE HIGHWAY 44 IN KEARNEY, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG
 LH1401'THE KEARNEY MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI)
 LH1401'EASTERLY ALONG A GRAVELED ROAD, THENCE 0.2 KM (0.10 MI) EASTERLY
 LH1401'ALONG THE SOUTH EDGE OF AN APRON, THENCE 0.1 KM (0.05 MI) NORTHERLY
 LH1401'ALONG THE EAST EDGE OF A TAXIWAY, THENCE 1.4 KM (0.85 MI) NORTHERLY
 LH1401'ALONG THE EAST EDGE OF A TAXIWAY, 47.1 M (154.5 FT) SOUTH OF THE
 LH1401'CENTERLINE OF A TAXIWAY, 25.6 M (84.0 FT) NORTH-NORTHEAST OF TAXIWAY
 LH1401'LIGHT NUMBER 25N, 11.6 M (38.1 FT) SOUTH-SOUTHEAST OF TAXIWAY LIGHT
 LH1401'NUMBER 26N, 6.2 M (20.3 FT) EAST OF AND LEVEL WITH THE EAST EDGE OF
 LH1401'THE TAXIWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LH1401'NOTE--THE DISK IS UNSTAMPED.
 LH1401
 LH1401                          STATION RECOVERY (1995)
 LH1401
 LH1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1401'THE STATION IS LOCATED 8.0 MI (12.9 KM) WEST-SOUTHWEST OF GIBBON, 4.0
 LH1401'MI (6.4 KM) EAST-NORTHEAST OF KEARNEY AND AT THE KEARNEY MUNICIPAL
 LH1401'AIRPORT ALONG THE EAST EDGE OF THE APRON.  OWNERSHIP--CITY OF KEARNEY,
 LH1401'PO BOX 1180, KEARNEY NE 68847.  AIRPORT MANAGER IS RODNEY JOHNSON,
 LH1401'PHONE (308) 234-2318.  TO REACH THE STATION FROM THE JUNCTION OF
 LH1401'INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 44 (EXIT 272) ON THE SOUTH
 LH1401'SIDE OF KEARNEY, GO NORTH ON STATE HIGHWAY 44 FOR 2.15 MI (3.46 KM) TO
 LH1401'AN INTERSECTION, TURN RIGHT AND GO EAST ON US HIGHWAY 30 FOR 3.65 MI
 LH1401'(5.87 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED
 LH1401'ROAD FOR 0.65 MI (1.05 KM) TO AN INTERSECTION, TURN RIGHT AND GO EAST
 LH1401'ON A GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE,
 LH1401'CONTINUE AHEAD AND GO EAST ON THE APRON FOR 0.15 MI (0.24 KM) TO THE
 LH1401'EAST EDGE OF THE APRON, TURN LEFT AND GO NORTH ON THE PARALLEL TAXIWAY
 LH1401'FOR 0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 LH1401'154.5 FT (47.1 M) SOUTH OF A CONNECTOR TAXIWAY CENTER (LEADING TO
 LH1401'RUNWAY 13), 84.0 FT (25.6 M) NORTH-NORTHEAST OF A TAXIWAY LIGHT (25N),
 LH1401'37.5 FT (11.4 M) SOUTH-SOUTHEAST OF A TAXIWAY (26N) AND 20.3 FT (6.2
 LH1401'M) EAST OF THE EAST EDGE OF THE APRON.  THIS STATION TO BE USED AS
 LH1401'SACS.
 LH1401
 LH1401                          STATION RECOVERY (1997)
 LH1401
 LH1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1401'THE STATION IS LOCATED 12.9 KM (8.00 MI) WEST SOUTHWEST OF GIBBON, 6.4
 LH1401'KM (3.95 MI) EAST NORTHEAST OF KEARNEY AND AT THE KEARNEY MUNICIPAL
 LH1401'AIRPORT ALONG THE EAST EDGE OF THE APRON.  OWNERSHIP--CITY OF KEARNEY,
 LH1401'PO BOX 1180, KEARNEY, NE 68847.  AIRPORT MANAGER IS RODNEY JOHNSON,
 LH1401'PHONE (308) 234-2318.  TO REACH THE STATION FROM THE JUNCTION OF
 LH1401'INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 44 (EXIT 272) ON THE SOUTH
 LH1401'SIDE OF KEARNEY, GO NORTH ON STATE HIGHWAY 44 FOR 3.46 KM (2.15 MI) TO
 LH1401'A INTERSECTION, TURN RIGHT AND GO EAST ON US HIGHWAY 30 FOR 5.87 KM
 LH1401'(3.65 MI) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED
 LH1401'ROAD FOR 1.05 KM (0.65 MI) TO A INTERSECTION, TURN RIGHT AND GO EAST
 LH1401'ON A GRAVEL ROAD FOR 0.08 KM (0.05 MI) TO A GATE, PASS THROUGH GATE,
 LH1401'CONTINUE AHEAD AND GO EAST ON THE APRON FOR 0.24 KM (0.15 MI) TO THE
 LH1401'EAST EDGE OF THE APRON, TURN LEFT AND GO NORTH ON THE PARALLEL TAXIWAY
 LH1401'FOR 1.37 KM (0.85 MI) TO THE STATION ON THE RIGHT.  THE STATION IS
 LH1401'47.0 M (154.2 FT) SOUTH OF A CONNECTOR TAXIWAY CENTERLINE (LEADING TO
 LH1401'RUNWAY 13) , 18.7 M (61.4 FT) NORTHEAST OF A TAXIWAY LIGHT (37) , 15.7
 LH1401'M (51.5 FT) SOUTHEAST OF A TAXIWAY LIGHT (38) AND 6.1 M (20.0 FT) EAST
 LH1401'OF THE CONCRETE APRON EDGE.
 LH1401
 LH1401                          STATION RECOVERY (2005)
 LH1401
 LH1401'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1402 ***********************************************************************
 LH1402  CBN         -  This is a Cooperative Base Network Control Station.
 LH1402  PACS        -  This is a Primary Airport Control Station.
 LH1402  DESIGNATION -  KEARNEY CBL 430
 LH1402  PID         -  LH1402
 LH1402  STATE/COUNTY-  NE/BUFFALO
 LH1402  USGS QUAD   -  KEARNEY (1983)
 LH1402
 LH1402                         *CURRENT SURVEY CONTROL
 LH1402  ___________________________________________________________________
 LH1402* NAD 83(1995)-  40 43 22.82345(N)    099 00 41.37957(W)     ADJUSTED  
 LH1402* NAVD 88     -       648.69   (meters)    2128.2    (feet)  GPS OBS   
 LH1402  ___________________________________________________________________
 LH1402  X           -    -758,287.984 (meters)                     COMP
 LH1402  Y           -  -4,781,433.499 (meters)                     COMP
 LH1402  Z           -   4,139,566.540 (meters)                     COMP
 LH1402  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 LH1402  ELLIP HEIGHT-         624.23  (meters)          (07/10/01) GPS OBS
 LH1402  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 LH1402
 LH1402  HORZ ORDER  -  B
 LH1402  ELLP ORDER  -  FOURTH    CLASS I
 LH1402
 LH1402.This mark is at Kearney Municipal Airport (EAR)
 LH1402
 LH1402.The horizontal coordinates were established by GPS observations
 LH1402.and adjusted by the National Geodetic Survey in June 1996..
 LH1402
 LH1402.The orthometric height was determined by GPS observations and a
 LH1402.high-resolution geoid model.
 LH1402
 LH1402.GPS derived orthometric heights for airport stations designated as
 LH1402.PACS or SACS are published to 2 decimal places.  This maintains
 LH1402.centimeter relative accuracy between the PACS and SACS.  It does
 LH1402.not indicate centimeter accuracy relative to other marks which are
 LH1402.part of the NAVD 88 network.
 LH1402
 LH1402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1402
 LH1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1402
 LH1402.The ellipsoidal height was determined by GPS observations
 LH1402.and is referenced to NAD 83.
 LH1402
 LH1402.The geoid height was determined by GEOID03.
 LH1402
 LH1402;                    North         East     Units Scale Factor Converg.
 LH1402;SPC NE       -    99,256.293   583,492.711   MT  0.99975119   +0 39 18.3
 LH1402;UTM  14      - 4,508,008.962   499,029.274   MT  0.99960001   -0 00 27.0
 LH1402
 LH1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1402!SPC NE       -   0.99990209  x   0.99975119  =   0.99965330
 LH1402!UTM  14      -   0.99990209  x   0.99960001  =   0.99950214
 LH1402
 LH1402:                Primary Azimuth Mark                     Grid Az
 LH1402:SPC NE       -  KEARNEY CBL 1400                         006 45 06.1
 LH1402:UTM  14      -  KEARNEY CBL 1400                         007 24 51.4
 LH1402
 LH1402|---------------------------------------------------------------------|
 LH1402| PID    Reference Object                     Distance      Geod. Az  |
 LH1402|                                                           dddmmss.s |
 LH1402| LH1401 KEARNEY CBL 1400                    APPROX. 1.0 KM 0072424.4 |
 LH1402| LH1400 KEARNEY CBL 0                       429.989 METERS 1872427.0 |
 LH1402|---------------------------------------------------------------------|
 LH1402
 LH1402                          SUPERSEDED SURVEY CONTROL
 LH1402
 LH1402  ELLIP H (06/25/96)  624.27   (m)                       GP(       ) 1 1
 LH1402  NAD 83(1986)-  40 43 22.83049(N)    099 00 41.38378(W) AD(       ) 1
 LH1402  NGVD 29 (02/23/90)  648.4    (m)         2127.     (f) GPS OBS        
 LH1402
 LH1402.Superseded values are not recommended for survey control.
 LH1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1402.See file dsdata.txt to determine how the superseded data were derived.
 LH1402
 LH1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9902908009(NAD 83)
 LH1402_MARKER: DQ = CALIBRATION BASE LINE DISK
 LH1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1402_SP_SET: CONCRETE POST
 LH1402_MARK LOGO: NGS   
 LH1402_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1402+STABILITY: SURFACE MOTION
 LH1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1402+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 LH1402
 LH1402  HISTORY     - Date     Condition        Report By
 LH1402  HISTORY     - 1985     MONUMENTED       NGS
 LH1402  HISTORY     - 19890515 GOOD             NGS
 LH1402  HISTORY     - 19950726 GOOD             NGS
 LH1402  HISTORY     - 19970724 GOOD             NGS
 LH1402  HISTORY     - 20000605 GOOD             NEDR
 LH1402  HISTORY     - 20050308 GOOD             NEDR
 LH1402
 LH1402                          STATION DESCRIPTION
 LH1402
 LH1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LH1402'THE BASE LINE IS LOCATED ON THE EAST SIDE OF KEARNEY ALONG THE EASTERN
 LH1402'EDGE OF THE LARGE APRON AND MAIN TAXI WAY OF THE KEARNEY AIRPORT.
 LH1402' 
 LH1402'TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 30
 LH1402'AND AIRPORT ROAD ON THE EAST SIDE OF KEARNEY, GO NORTH ON AIRPORT ROAD
 LH1402'FOR 1.05 K (0.65 MI) TO A SIDE ROAD RIGHT TO GATE 10.  TURN RIGHT AND
 LH1402'GO EAST FOR 0.08 K (0.05 MI) TO GATE 10.  PASS THROUGH GATE AND
 LH1402'CONTINUE EAST ACROSS APRONS FOR 0.24 K (0.15 MI) TO THE 0 METER POINT
 LH1402'ON THE LEFT NEAR THE JUNCTION OF THE LARGE APRON AND THE SOUTHEAST
 LH1402'TAXI WAY.
 LH1402' 
 LH1402'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 LH1402'SOUTH END.  IT IS MADE UP OF THE 0, 150, 430, AND 1400 METER POINTS
 LH1402'WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET EAST OF THE 0
 LH1402'METER POINT.  ALL OF THE MARKS ARE SET ON A LINE PARALLEL TO THE
 LH1402'EASTERN EDGE OF THE LARGE CONCRETE APRON AND TAXI WAY ON THE WEST SIDE
 LH1402'OF THE AIRPORT.
 LH1402' 
 LH1402'ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE
 LH1402'TOP OF 10 INCH ROUND CONCRETE MONUMENTS FLUSH WITH THE SURFACE.  THE
 LH1402'MARKS ARE NOT STAMPED AT THIS TIME AND ALL ARE MARKED BY A RED DIAMOND
 LH1402'PAINTED ON THE CONCRETE APRON ADJACENT TO THE METER POINTS.
 LH1402' 
 LH1402'BASE LINE PROPERTY OWNERSHIP IS THE KEARNEY AIRPORT, KEARNEY, NE
 LH1402'68847.
 LH1402' 
 LH1402'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH KEARNEY STATE
 LH1402'COLLEGE AND THE PROFESSIONAL SURVEYORS ASSOCIATION OF NEBRASKA.  FOR
 LH1402'FURTHER INFORMATION CONTACT BUFFALO COUNTY SURVEYOR, COURT HOUSE,
 LH1402'KEARNEY, NE  68847.  TELEPHONE (308) 237-3785.
 LH1402
 LH1402                          STATION RECOVERY (1989)
 LH1402
 LH1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1402'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) EAST-NORTHEAST OF
 LH1402'KEARNEY, AT THE KEARNEY MUNICIPAL AIRPORT, ALONG THE EAST EDGE OF THE
 LH1402'APRON, JUST NORTH OF A RAMP CONNECTING THE APRON AND RUNWAY 18-36, IN
 LH1402'EAST CENTRAL SECTION 28, T 9 N, R 15 W.  OWNERSHIP--CITY OF KEARNEY,
 LH1402'KEARNEY, NE 68847.  AIRPORT MANAGER IS RODNEY JOHNSON, PHONE
 LH1402'308-237-5133.
 LH1402'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY
 LH1402'44 (EXIT 272) ON THE SOUTH SIDE OF KEARNEY, GO NOTH ON HIGHWAY 44 FOR
 LH1402'3.45 KM (2.15 MI) TO A CROSS STREET.  TURN RIGHT, EAST, ON US HIGHWAY
 LH1402'30 FOR 5.85 KM (3.65 MI) TO A PAVED ROAD LEFT.  TURN LEFT, NORTH, FOR
 LH1402'1.03 KM (0.65 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT, EAST, FOR 0.08
 LH1402'KM (0.05 MI) TO GATE 10 (LOCKED AFTER HOURS).  PASS THROUGH GATE,
 LH1402'EAST, ON APRON FOR 0.21 KM (0.15 MI) TO A TAXI ON THE RIGHT.  TURN
 LH1402'LEFT, NORTH, ALONG APRON EDGE AND TAXI FOR 0.45 KM (0.30 MI) TO THE
 LH1402'MARK ON THE RIGHT.
 LH1402'THE STATION MARK IS SET 51.1 M (167.7 FT) NORTH OF THE RAMP CENTER,
 LH1402'6.0 M (19.7 FT) EAST OF THE APRON EDGE, 14.9 M (48.9 FT)
 LH1402'NORTH-NORTHEAST OF TAXI LIGHT 34S, AND 31.5 M (103.3 FT)
 LH1402'SOUTH-SOUTHEAST OF TAXI LIGHT 33S.
 LH1402'DESCRIBED BY G. R. HEID.
 LH1402
 LH1402                          STATION RECOVERY (1995)
 LH1402
 LH1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH1402'THE STATION IS LOCATED 8.0 MI (12.9 KM) WEST-SOUTHWEST OF GIBBON, 4.0
 LH1402'MI (6.4 KM) EAST-NORTHEAST OF KEARNEY AND AT THE KEARNEY MUNICIPAL
 LH1402'AIRPORT ALONG THE EAST EDGE OF THE APRON.  OWNERSHIP--CITY OF KEARNEY,
 LH1402'PO BOX 1180, KEARNEY NE 68847.  AIRPORT MANAGER IS RODNEY JOHNSON,
 LH1402'PHONE (308) 234-2318.  TO REACH THE STATION FROM THE JUNCTION OF
 LH1402'INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 44 (EXIT 272) ON THE SOUTH
 LH1402'SIDE OF KEARNEY, GO NORTH ON STATE HIGHWAY 44 FOR 2.15 MI (3.46 KM) TO
 LH1402'AN INTERSECTION, TURN RIGHT AND GO EAST ON U.S. HIGHWAY 30 FOR 3.65 MI
 LH1402'(5.87 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED
 LH1402'ROAD FOR 0.65 MI (1.05 KM) TO AN INTERSECTION, TURN RIGHT AND GO EAST
 LH1402'ON A GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE,
 LH1402'CONTINUE AHEAD AND GO EAST ON THE APRON FOR 0.15 MI (0.24 KM) TO THE
 LH1402'EAST EDGE OF THE APRON, TURN LEFT AND GO NORTH ON THE PARALLEL TAXIWAY
 LH1402'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 103.3
 LH1402'FT (31.5 M) SOUTH-SOUTHEAST OF A TAXIWAY LIGHT (33S), 48.9 FT (14.9 M)
 LH1402'NORTH-NORTHEAST OF A TAXIWAY LIGHT (34S) AND 19.7 FT (6.0 M) EAST OF
 LH1402'THE APRON EDGE AND FLUSH WITH THE GROUND.  NOTE--THIS STATION WAS USED
 LH1402'AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 LH1402
 LH1402                          STATION RECOVERY (1997)
 LH1402
 LH1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH1402'THE STATION IS LOCATED 8.0 MI (12.9 KM) WEST SOUTHWEST OF GIBBON, 4.0
 LH1402'MI (6.4 KM) EAST NORTHEAST OF KEARNEY AND AT THE KEARNEY MUNICIPAL
 LH1402'AIRPORT ALONG THE EAST EDGE OF THE APRON.  OWNERSHIP--CITY OF KEARNEY,
 LH1402'PO BOX 1180, KEARNEY, NE 68847.  AIRPORT MANAGER IS RODNEY JOHNSON,
 LH1402'PHONE (308) 234-2318.  TO REACH THE STATION FROM THE JUNCTION OF
 LH1402'INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 44 (EXIT 272) ON THE SOUTH
 LH1402'SIDE OF KEARNEY, GO NORTH ON STATE HIGHWAY 44 FOR 2.15 MI (3.46 KM) TO
 LH1402'A INTERSECTION, TURN RIGHT AND GO EAST ON US HIGHWAY 30 FOR 3.65 MI
 LH1402'(5.87 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED
 LH1402'ROAD FOR 0.65 MI (1.05 KM) TO A INTERSECTION, TURN RIGHT AND GO EAST
 LH1402'ON A GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE,
 LH1402'CONTINUE AHEAD AND GO EAST ON THE APRON FOR 0.15 MI (0.24 KM) TO THE
 LH1402'EAST EDGE OF THE APRON, TURN LEFT AND GO NORTH ON THE PARALLEL TAXIWAY
 LH1402'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 51.1
 LH1402'M (167.7 FT) NORTH OF TAXI CONECTOR B (LEADS TO RWY 18/36) , 18.3 M
 LH1402'(60.0 FT) NORTHEAST OF TAXIWAY LIGHT (32) , 16.5 M (54.1 FT) SOUTHEAST
 LH1402'OF TAXIWAY LIGHT (31) , 5.9 M (19.4 FT) EAST OF THE CONCRETE APRON
 LH1402'EDGE.
 LH1402
 LH1402                          STATION RECOVERY (2000)
 LH1402
 LH1402'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LH1402'RECOVERED AS DESCRIBED.  NEW PHONE 308-237-2111 OR 308-234-2318
 LH1402
 LH1402                          STATION RECOVERY (2005)
 LH1402
 LH1402'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1307 ***********************************************************************
 LH1307  DESIGNATION -  KEARNEY CON PWR ELEC RAD MAST
 LH1307  PID         -  LH1307
 LH1307  STATE/COUNTY-  NE/BUFFALO
 LH1307  USGS QUAD   -  KEARNEY (1983)
 LH1307
 LH1307                         *CURRENT SURVEY CONTROL
 LH1307  ___________________________________________________________________
 LH1307* NAD 83(1995)-  40 42 35.24751(N)    099 05 55.85475(W)     ADJUSTED  
 LH1307* NAVD 88     -                                                        
 LH1307  ___________________________________________________________________
 LH1307  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 LH1307  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 LH1307
 LH1307  HORZ ORDER  -  THIRD
 LH1307
 LH1307.The horizontal coordinates were established by classical geodetic methods
 LH1307.and adjusted by the National Geodetic Survey in August 1997..
 LH1307
 LH1307
 LH1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1307
 LH1307.The geoid height was determined by GEOID03.
 LH1307
 LH1307;                    North         East     Units Scale Factor Converg.
 LH1307;SPC NE       -    97,708.540   576,130.035   MT  0.99975434   +0 35 49.9
 LH1307;UTM  14      - 4,506,546.618   491,650.329   MT  0.99960086   -0 03 52.1
 LH1307
 LH1307                          SUPERSEDED SURVEY CONTROL
 LH1307
 LH1307  NAD 83(1986)-  40 42 35.25332(N)    099 05 55.85552(W) AD(       ) 4
 LH1307  NAD 27      -  40 42 35.20100(N)    099 05 54.54000(W) AD(       ) 3
 LH1307
 LH1307.Superseded values are not recommended for survey control.
 LH1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1307.See file dsdata.txt to determine how the superseded data were derived.
 LH1307
 LH1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9165006547(NAD 83)
 LH1307_MARKER: 42 = RADIO/TV MAST
 LH1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1307+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1986
 LH1307
 LH1307  HISTORY     - Date     Condition        Report By
 LH1307  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1307  HISTORY     - 1950     GOOD             CGS
 LH1307  HISTORY     - 1959     GOOD             CGS
 LH1307  HISTORY     - 1967     GOOD             CGS
 LH1307  HISTORY     - 19860516 GOOD             NGS
 LH1307
 LH1307                          STATION DESCRIPTION
 LH1307
 LH1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1307'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF KEARNEY.  IT
 LH1307'IS ABOUT 300 FEET HIGH, OF STEEL CONSTRUCTION, PAINTED RED
 LH1307'AND WHITE AND HAS A RED LIGHT ON TOP.
 LH1307'
 LH1307'THE POINT INTERSECTED WAS THE LIGHT FINIAL.
 LH1307'
 LH1307'TO REACH THE STATION FROM THE MONUMENT ON THE MAIN STREET OF
 LH1307'KEARNEY, GO SOUTHWEST FOR 0.85 MILE TO A CROSS-STREET, TURN
 LH1307'RIGHT AND GO NORTH FOR 0.35 MILE TO A T INTERSECTION.  TURN
 LH1307'LEFT AND GO WEST, THEN RIGHT AND GO NORTH FOR 0.45 MILE TO THE
 LH1307'STATION ON THE LEFT.
 LH1307
 LH1307                          STATION RECOVERY (1950)
 LH1307
 LH1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1307'RECOVERED IN GOOD CONDITION.
 LH1307
 LH1307                          STATION RECOVERY (1959)
 LH1307
 LH1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1307'RECOVERED AS DESCRIBED IN 1950.  THE 1950 DESCRIPTION IS ADEQUATE.
 LH1307
 LH1307                          STATION RECOVERY (1967)
 LH1307
 LH1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 LH1307'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LH1307'CONDITION.
 LH1307'
 LH1307'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS
 LH1307'LOCATED IN THE NORTHWEST SECTION OF KEARNEY.
 LH1307
 LH1307                          STATION RECOVERY (1986)
 LH1307
 LH1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH1307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1407 ***********************************************************************
 LH1407  DESIGNATION -  KEARNEY MUNICIPAL APT BCN
 LH1407  PID         -  LH1407
 LH1407  STATE/COUNTY-  NE/BUFFALO
 LH1407  USGS QUAD   -  KEARNEY (1983)
 LH1407
 LH1407                         *CURRENT SURVEY CONTROL
 LH1407  ___________________________________________________________________
 LH1407* NAD 83(1995)-  40 43 36.47321(N)    099 00 47.16204(W)     ADJUSTED  
 LH1407* NAVD 88     -                                                        
 LH1407  ___________________________________________________________________
 LH1407  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 LH1407  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 LH1407
 LH1407  HORZ ORDER  -  THIRD
 LH1407
 LH1407.This mark is at Kearney Municipal Airport (EAR)
 LH1407
 LH1407.The horizontal coordinates were established by classical geodetic methods
 LH1407.and adjusted by the National Geodetic Survey in August 1997..
 LH1407
 LH1407
 LH1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1407
 LH1407.The geoid height was determined by GEOID03.
 LH1407
 LH1407;                    North         East     Units Scale Factor Converg.
 LH1407;SPC NE       -    99,675.662   583,352.243   MT  0.99975030   +0 39 14.5
 LH1407;UTM  14      - 4,508,429.864   498,893.685   MT  0.99960002   -0 00 30.8
 LH1407
 LH1407                          SUPERSEDED SURVEY CONTROL
 LH1407
 LH1407  NAD 83(1986)-  40 43 36.47873(N)    099 00 47.16647(W) AD(       ) 4
 LH1407
 LH1407.Superseded values are not recommended for survey control.
 LH1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1407.See file dsdata.txt to determine how the superseded data were derived.
 LH1407
 LH1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9889408430(NAD 83)
 LH1407_MARKER: 21 = AIRPORT BEACON
 LH1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1407+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LH1407
 LH1407  HISTORY     - Date     Condition        Report By
 LH1407  HISTORY     - 1986     FIRST OBSERVED   NGS
 LH1407  HISTORY     - 19900615 GOOD             NGS
 LH1407
 LH1407                          STATION DESCRIPTION
 LH1407
 LH1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1407'THE STATION, AIRPORT BEACON, KEARNEY MUNICIPAL AIRPORT, IS THE
 LH1407'ROTATING BEACON ATOP A 4-LEGGEWD STELL TOWER, JUST SOUTH OF THE
 LH1407'TERMINAL BUILDING AT THE KEARNEY MUNICIPAL AIRPORT.  THE STRUCTURE HAS
 LH1407'AN OVERALL HEIGHT OF ABOUT 50 FEET.  THE CENTER OF THE BEACON WAS
 LH1407'OBSERVED UPON.
 LH1407'DESCRIBED BY J.A. ODUM
 LH1407
 LH1407                          STATION RECOVERY (1990)
 LH1407
 LH1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LH1407'STATION IS LOCATED SOUTHWEST OF THE AIRPORT TERMINAL OUTSIDE THE
 LH1407'AIRPORT OPERATIONS AREA.  STATION IS A STANDARD TWO LENS BEACON WITH
 LH1407'GREEN AND WHITE LAMPS ATOP A SKELETAL STEEL TOWER ABOUT 60 FT (18.3 M)
 LH1407'TALL.  THE POINT OBSERVED WAS THE SPINDLE BENEATH THE LIGHTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1309 ***********************************************************************
 LH1309  DESIGNATION -  KEARNEY RADIO MAST
 LH1309  PID         -  LH1309
 LH1309  STATE/COUNTY-  NE/BUFFALO
 LH1309  USGS QUAD   -  KEARNEY (1983)
 LH1309
 LH1309                         *CURRENT SURVEY CONTROL
 LH1309  ___________________________________________________________________
 LH1309* NAD 83(1995)-  40 40 05.26911(N)    099 04 53.05770(W)     ADJUSTED  
 LH1309* NAVD 88     -                                                        
 LH1309  ___________________________________________________________________
 LH1309  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 LH1309  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 LH1309
 LH1309  HORZ ORDER  -  THIRD
 LH1309
 LH1309.The horizontal coordinates were established by classical geodetic methods
 LH1309.and adjusted by the National Geodetic Survey in August 1997..
 LH1309
 LH1309
 LH1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1309
 LH1309.The geoid height was determined by GEOID03.
 LH1309
 LH1309;                    North         East     Units Scale Factor Converg.
 LH1309;SPC NE       -    93,099.093   577,652.773   MT  0.99976460   +0 36 31.5
 LH1309;UTM  14      - 4,501,920.627   493,119.497   MT  0.99960058   -0 03 11.0
 LH1309
 LH1309                          SUPERSEDED SURVEY CONTROL
 LH1309
 LH1309  NAD 83(1986)-  40 40 05.27578(N)    099 04 53.05887(W) AD(       ) 4
 LH1309  NAD 27      -  40 40 05.22600(N)    099 04 51.74400(W) AD(       ) 3
 LH1309
 LH1309.Superseded values are not recommended for survey control.
 LH1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1309.See file dsdata.txt to determine how the superseded data were derived.
 LH1309
 LH1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9311901921(NAD 83)
 LH1309_MARKER: 42 = RADIO/TV MAST
 LH1309
 LH1309  HISTORY     - Date     Condition        Report By
 LH1309  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1309
 LH1309                          STATION DESCRIPTION
 LH1309
 LH1309'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1321 ***********************************************************************
 LH1321  DESIGNATION -  KEARNEY RADIO STA KRNY MAST
 LH1321  PID         -  LH1321
 LH1321  STATE/COUNTY-  NE/BUFFALO
 LH1321  USGS QUAD   -  ALFALFA CENTER (1974)
 LH1321
 LH1321                         *CURRENT SURVEY CONTROL
 LH1321  ___________________________________________________________________
 LH1321* NAD 83(1995)-  40 41 35.41470(N)    099 10 01.45731(W)     ADJUSTED  
 LH1321* NAVD 88     -                                                        
 LH1321  ___________________________________________________________________
 LH1321  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 LH1321  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 LH1321
 LH1321  HORZ ORDER  -  THIRD
 LH1321
 LH1321.The horizontal coordinates were established by classical geodetic methods
 LH1321.and adjusted by the National Geodetic Survey in August 1997..
 LH1321
 LH1321
 LH1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1321
 LH1321.The geoid height was determined by GEOID03.
 LH1321
 LH1321;                    North         East     Units Scale Factor Converg.
 LH1321;SPC NE       -    95,805.631   570,384.466   MT  0.99975837   +0 33 07.1
 LH1321;UTM  14      - 4,504,710.432   485,884.073   MT  0.99960245   -0 06 32.2
 LH1321
 LH1321                          SUPERSEDED SURVEY CONTROL
 LH1321
 LH1321  NAD 83(1986)-  40 41 35.42099(N)    099 10 01.45849(W) AD(       ) 4
 LH1321  NAD 27      -  40 41 35.37300(N)    099 10 00.13500(W) AD(       ) 3
 LH1321
 LH1321.Superseded values are not recommended for survey control.
 LH1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1321.See file dsdata.txt to determine how the superseded data were derived.
 LH1321
 LH1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8588404710(NAD 83)
 LH1321_MARKER: 42 = RADIO/TV MAST
 LH1321
 LH1321  HISTORY     - Date     Condition        Report By
 LH1321  HISTORY     - 1959     FIRST OBSERVED   CGS
 LH1321
 LH1321                          STATION DESCRIPTION
 LH1321
 LH1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1321'STATION IS 4.8 MILES WEST AND 0.5 MILE SOUTH OF KEARNEY.  A
 LH1321'STRUCTURAL STEEL TOWER, PAINTED RED AND WHITE WITH A RED LIGHT
 LH1321'ON THE TOP.  THE RED LIGHT ON THE TOP WAS THE POINT INTERSECTED.
 LH1321'210 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1311 ***********************************************************************
 LH1311  DESIGNATION -  KEARNEY ROCKWELL MFG CO TANK
 LH1311  PID         -  LH1311
 LH1311  STATE/COUNTY-  NE/BUFFALO
 LH1311  USGS QUAD   -  KEARNEY (1983)
 LH1311
 LH1311                         *CURRENT SURVEY CONTROL
 LH1311  ___________________________________________________________________
 LH1311* NAD 83(1995)-  40 42 30.75106(N)    099 02 06.95148(W)     ADJUSTED  
 LH1311* NAVD 88     -                                                        
 LH1311  ___________________________________________________________________
 LH1311  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 LH1311  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 LH1311
 LH1311  HORZ ORDER  -  THIRD
 LH1311
 LH1311.The horizontal coordinates were established by classical geodetic methods
 LH1311.and adjusted by the National Geodetic Survey in August 1997..
 LH1311
 LH1311
 LH1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1311
 LH1311.The geoid height was determined by GEOID03.
 LH1311
 LH1311;                    North         East     Units Scale Factor Converg.
 LH1311;SPC NE       -    97,627.845   581,503.017   MT  0.99975464   +0 38 21.6
 LH1311;UTM  14      - 4,506,403.873   497,021.192   MT  0.99960011   -0 01 22.8
 LH1311
 LH1311                          SUPERSEDED SURVEY CONTROL
 LH1311
 LH1311  NAD 83(1986)-  40 42 30.75728(N)    099 02 06.95168(W) AD(       ) 4
 LH1311  NAD 27      -  40 42 30.70500(N)    099 02 05.64100(W) AD(       ) 3
 LH1311
 LH1311.Superseded values are not recommended for survey control.
 LH1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1311.See file dsdata.txt to determine how the superseded data were derived.
 LH1311
 LH1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9702106404(NAD 83)
 LH1311_MARKER: 53 = ELEVATED TANK
 LH1311_SETTING: 0 = UNSPECIFIED SETTING
 LH1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1311+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1986
 LH1311
 LH1311  HISTORY     - Date     Condition        Report By
 LH1311  HISTORY     - 1959     FIRST OBSERVED   CGS
 LH1311  HISTORY     - 1959     GOOD             CGS
 LH1311  HISTORY     - 1967     GOOD             CGS
 LH1311  HISTORY     - 1974     GOOD             NGS
 LH1311  HISTORY     - 19860516 GOOD             NGS
 LH1311
 LH1311                          STATION DESCRIPTION
 LH1311
 LH1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1311'STATION IS A SILVER 4 LEGGED STRUCTURAL STEEL TANK WITH THE
 LH1311'LETTER R INCRIBED IN BLACK, POINT INTERSECTED WAS THE RED LIGHT
 LH1311'ON THE TOP OF THE TANK.  THE TANK BELONGS TO THE ROCKWELL MFG.
 LH1311'CO. KEARNEY DIVISION AND IT IS 160 FEET HIGH.  STATION IS 2.6
 LH1311'MILES EAST OF KEARNEY ON U.S. HIGHWAY 30.  (FROM THE INTERSECTION
 LH1311'OF STATE HIGHWAY 44 AND U.S. HIGHWAY 30)
 LH1311
 LH1311                          STATION RECOVERY (1959)
 LH1311
 LH1311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LH1311'RECOVERED IN GOOD CONDITION.
 LH1311
 LH1311                          STATION RECOVERY (1967)
 LH1311
 LH1311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 LH1311'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LH1311'CONDITION.
 LH1311'
 LH1311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS
 LH1311'2.6 MILES EAST OF KEARNEY, NEBRASKA ON U. S. HIGHWAY NO. 30.
 LH1311
 LH1311                          STATION RECOVERY (1974)
 LH1311
 LH1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 LH1311'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION, NO
 LH1311'DESCRIPTION FURNISHED.
 LH1311'
 LH1311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 LH1311'KEARNEY.
 LH1311
 LH1311                          STATION RECOVERY (1986)
 LH1311
 LH1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1305 ***********************************************************************
 LH1305  DESIGNATION -  KEARNEY ST TB HOSPITAL STACK
 LH1305  PID         -  LH1305
 LH1305  STATE/COUNTY-  NE/KEARNEY
 LH1305  USGS QUAD   -  KEARNEY (1983)
 LH1305
 LH1305                         *CURRENT SURVEY CONTROL
 LH1305  ___________________________________________________________________
 LH1305* NAD 83(1995)-  40 42 07.67364(N)    099 06 26.72975(W)     ADJUSTED  
 LH1305* NAVD 88     -                                                        
 LH1305  ___________________________________________________________________
 LH1305  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 LH1305  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 LH1305
 LH1305  HORZ ORDER  -  THIRD
 LH1305
 LH1305.The horizontal coordinates were established by classical geodetic methods
 LH1305.and adjusted by the National Geodetic Survey in August 1997..
 LH1305
 LH1305
 LH1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1305
 LH1305.The geoid height was determined by GEOID03.
 LH1305
 LH1305;                    North         East     Units Scale Factor Converg.
 LH1305;SPC NE       -    96,850.714   575,414.299   MT  0.99975618   +0 35 29.4
 LH1305;UTM  14      - 4,505,697.245   490,924.848   MT  0.99960101   -0 04 12.2
 LH1305
 LH1305                          SUPERSEDED SURVEY CONTROL
 LH1305
 LH1305  NAD 83(1986)-  40 42 07.67901(N)    099 06 26.73037(W) AD(       ) 4
 LH1305  NAD 27      -  40 42 07.65000(N)    099 06 25.42000(W) AD(       ) 3
 LH1305
 LH1305.Superseded values are not recommended for survey control.
 LH1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1305.See file dsdata.txt to determine how the superseded data were derived.
 LH1305
 LH1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9092505697(NAD 83)
 LH1305_MARKER: 63 = STACK
 LH1305_MARK LOGO: CGS   
 LH1305
 LH1305  HISTORY     - Date     Condition        Report By
 LH1305  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1305  HISTORY     - 1950     GOOD             CGS
 LH1305  HISTORY     - 19821117 GOOD             NGS
 LH1305
 LH1305                          STATION DESCRIPTION
 LH1305
 LH1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1305'THE STATION IS LOCATED IN THE SOUTHWEST PART OF KEARNEY.  IT IS
 LH1305'ABOUT 165 FEET HIGH, OF RED BRICK CONSTRUCTION AND STANDS ON
 LH1305'THE WEST SIDE OF THE POWER PLANT.
 LH1305'
 LH1305'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 LH1305'
 LH1305'TO REACH THE STATION FROM THE MONUMENT ON THE MAIN STREET OF
 LH1305'KEARNEY, GO SOUTHWEST ON U.S. HIGHWAY 30 FOR 1.3 MILES TO A
 LH1305'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 MILE TO A
 LH1305'CROSS-ROAD.  TURN LEFT AND GO WEST FOR 0.1 MILE TO THE STATION ON
 LH1305'THE RIGHT.
 LH1305
 LH1305                          STATION RECOVERY (1950)
 LH1305
 LH1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1305'RECOVERED IN GOOD CONDITION.
 LH1305
 LH1305                          STATION RECOVERY (1982)
 LH1305
 LH1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LH1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1306 ***********************************************************************
 LH1306  DESIGNATION -  KEARNEY ST TB HOSPITAL TANK
 LH1306  PID         -  LH1306
 LH1306  STATE/COUNTY-  NE/BUFFALO
 LH1306  USGS QUAD   -  KEARNEY (1983)
 LH1306
 LH1306                         *CURRENT SURVEY CONTROL
 LH1306  ___________________________________________________________________
 LH1306* NAD 83(1995)-  40 42 07.78632(N)    099 06 27.96944(W)     ADJUSTED  
 LH1306* NAVD 88     -                                                        
 LH1306  ___________________________________________________________________
 LH1306  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 LH1306  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 LH1306
 LH1306  HORZ ORDER  -  THIRD
 LH1306
 LH1306.The horizontal coordinates were established by classical geodetic methods
 LH1306.and adjusted by the National Geodetic Survey in August 1997..
 LH1306
 LH1306
 LH1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1306
 LH1306.The geoid height was determined by GEOID03.
 LH1306
 LH1306;                    North         East     Units Scale Factor Converg.
 LH1306;SPC NE       -    96,853.888   575,385.169   MT  0.99975618   +0 35 28.6
 LH1306;UTM  14      - 4,505,700.755   490,895.761   MT  0.99960102   -0 04 13.0
 LH1306
 LH1306                          SUPERSEDED SURVEY CONTROL
 LH1306
 LH1306  NAD 83(1986)-  40 42 07.79213(N)    099 06 27.96980(W) AD(       ) 4
 LH1306  NAD 27      -  40 42 07.76000(N)    099 06 26.66000(W) AD(       ) 3
 LH1306
 LH1306.Superseded values are not recommended for survey control.
 LH1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1306.See file dsdata.txt to determine how the superseded data were derived.
 LH1306
 LH1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9089605701(NAD 83)
 LH1306_MARKER: 53 = ELEVATED TANK
 LH1306
 LH1306  HISTORY     - Date     Condition        Report By
 LH1306  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1306
 LH1306                          STATION DESCRIPTION
 LH1306
 LH1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1306'THE STATION IS LOCATED IN THE SOUTHWEST PART OF KEARNEY.  IT IS
 LH1306'ABOUT 90 FEET HIGH, OF STEEL CONSTRUCTION, PAINTED SILVER, HAS
 LH1306'FOUR LEGS AND HAS A BALL ON TOP.
 LH1306'
 LH1306'THE POINT INTERSECTED WAS THE BALL FINIAL.
 LH1306'
 LH1306'TO REACH THE STATION FROM THE MONUMENT ON MAIN STREET IN KEARNEY,
 LH1306'GO SOUTHWEST ON U.S. HIGHWAY 30 FOR 1.3 MILES TO A SIDE ROAD
 LH1306'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 MILE TO A CROSS-ROAD,
 LH1306'TURN LEFT AND GO WEST FOR 0.15 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0357 ***********************************************************************
 MM0357  DESIGNATION -  KEATING
 MM0357  PID         -  MM0357
 MM0357  STATE/COUNTY-  NE/BLAINE
 MM0357  USGS QUAD   -  DUNNING (1986)
 MM0357
 MM0357                         *CURRENT SURVEY CONTROL
 MM0357  ___________________________________________________________________
 MM0357* NAD 83(1995)-  41 45 45.92881(N)    100 04 23.82069(W)     ADJUSTED  
 MM0357* NAVD 88     -       859.5    (meters)    2820.     (feet)  VERTCON   
 MM0357  ___________________________________________________________________
 MM0357  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 MM0357  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 MM0357
 MM0357  HORZ ORDER  -  FIRST
 MM0357
 MM0357.The horizontal coordinates were established by classical geodetic methods
 MM0357.and adjusted by the National Geodetic Survey in August 1997..
 MM0357
 MM0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0357
 MM0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0357
 MM0357.The geoid height was determined by GEOID03.
 MM0357
 MM0357;                    North         East     Units Scale Factor Converg.
 MM0357;SPC NE       -   214,218.284   493,907.924   MT  0.99966862   -0 02 54.8
 MM0357;UTM  14      - 4,623,992.661   410,783.215   MT  0.99969795   -0 42 53.7
 MM0357
 MM0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0357!SPC NE       -   0.99986870  x   0.99966862  =   0.99953736
 MM0357!UTM  14      -   0.99986870  x   0.99969795  =   0.99956669
 MM0357
 MM0357|---------------------------------------------------------------------|
 MM0357| PID    Reference Object                     Distance      Geod. Az  |
 MM0357|                                                           dddmmss.s |
 MM0357| CN8909 KEATING RM 1                         58.564 METERS 09435     |
 MM0357| CN8908 KEATING AZ MK                                      0981919.6 |
 MM0357| MM0364 HALSEY CIRCLE LOT                   APPROX.26.1 KM 3020027.0 |
 MM0357| CN8910 KEATING RM 2                         58.827 METERS 35615     |
 MM0357|---------------------------------------------------------------------|
 MM0357
 MM0357                          SUPERSEDED SURVEY CONTROL
 MM0357
 MM0357  NAD 83(1986)-  41 45 45.93627(N)    100 04 23.82763(W) AD(       ) 1
 MM0357  NAD 27      -  41 45 45.93700(N)    100 04 22.34700(W) AD(       ) 1
 MM0357  NGVD 29 (07/19/86)  859.2    (m)         2819.     (f) VERT ANG       
 MM0357
 MM0357.Superseded values are not recommended for survey control.
 MM0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0357.See file dsdata.txt to determine how the superseded data were derived.
 MM0357
 MM0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1078323993(NAD 83)
 MM0357_MARKER: DS = TRIANGULATION STATION DISK
 MM0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0357
 MM0357  HISTORY     - Date     Condition        Report By
 MM0357  HISTORY     - 1934     MONUMENTED       CGS
 MM0357  HISTORY     - 1973     GOOD             NGS
 MM0357
 MM0357                          STATION DESCRIPTION
 MM0357
 MM0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0357'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF THE NORTHEAST
 MM0357'QUARTER OF SEC. 27, T. 21 N., R. 24 W., ABOUT 5.0 MILES
 MM0357'SOUTH-SOUTHEAST OF DUNNING AND 3-1/4 MILES WEST-NORTHWEST
 MM0357'OF LINSCOTT, ON THE TOP OF A SMALL KNOLL IN A PASTURE ON THE
 MM0357'SOUTH SIDE OF STATE HIGHWAY 2 ON THE PROPERTY OF MR. JACK
 MM0357'KEATING.
 MM0357'
 MM0357'TO REACH FROM THE DEPOT IN ANSELMO GO WEST-NORTHWEST ON STATE
 MM0357'ROUTE 2 FOR 15.5 MILES TO TOP OF SMALL GRADE, TURN LEFT
 MM0357'(SOUTH) AND GO THROUGH FENCE UP SMALL HILL, PROCEED 200 FEET
 MM0357'FURTHER TO TOP OF SMALL KNOLL AND STATION.  MARK IS 190 FEET
 MM0357'WEST OF THE NORTH-SOUTH FENCE LINE (WHICH IS THE EAST BOUNDARY
 MM0357'LINE OF SECTION 27), 300 FEET SOUTH OF STATE HIGHWAY 2, ON
 MM0357'THE HIGHEST POINT OF KNOLL, AND PROJECTS 4 INCHES.
 MM0357'
 MM0357'REFERENCE MARK NO. 1 IS 300 FEET SOUTH OF CENTERLINE OF SAID
 MM0357'HIGHWAY, JUST EAST AND ABOUT 10 FEET BELOW HIGHEST POINT ON
 MM0357'KNOLL, IN LOW POINT IN NORTH-SOUTH FENCE LINE, AND PROJECTS
 MM0357'6 INCHES.
 MM0357'
 MM0357'REFERENCE MARK NO. 2 IS 120 FEET SOUTH OF CENTERLINE OF SAID
 MM0357'HIGHWAY, 250 FEET WEST OF NORTH-SOUTH FENCE LINE, ON EAST-WEST
 MM0357'RIDGE JUST NORTH OF SMALL KNOLL AND PROJECTS 8 INCHES.
 MM0357'
 MM0357'TO REACH AZIMUTH MARK FROM STATION GO EAST ON STATE ROUTE 2
 MM0357'FOR 0.5 MILE.  MARK IS 36 FEET SOUTH OF CENTERLINE OF HIGHWAY
 MM0357'IN EAST-WEST RIGHT-OF-WAY FENCE LINE AND PROJECTS 6 INCHES.
 MM0357'
 MM0357'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN SQUARE
 MM0357'CONCRETE POSTS.
 MM0357'
 MM0357'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 MM0357
 MM0357                          STATION RECOVERY (1973)
 MM0357
 MM0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0357'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 MM0357'WERE RECOVERED AND FOUND IN GOOD CONDITION.  HOWEVER A SHORTER
 MM0357'DISTANCE OF .030 METER TO REFERENCE MARK 2 WAS NOTED AND
 MM0357'VERIFIED.  A DIFFERENCE OF 10.2 SECONDS TO THE AZIMUTH MARK
 MM0357'WAS ALSO NOTED AND VERIFIED.  ALL OTHER DISTANCES AND DIRECTIONS
 MM0357'COMPARED FAVORABLY WITH THE 1934 DATA.  A COMPLETE AND NEW
 MM0357'DESCRIPTION FOLLOWS.
 MM0357'
 MM0357'THE STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF ANSELMO,
 MM0357'4.5 MILES SOUTH OF DUNNING AND ON PROPERTY OWNED BY MR.
 MM0357'SYLVESTER KEATING OF DUNNING, NEBRASKA.  PHONE NUMBER 538-2695.
 MM0357'
 MM0357'TO REACH THE STATION FROM THE POST OFFICE IN ANSELMO GO WEST
 MM0357'ON MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF STATE HIGHWAY
 MM0357'2.  TURN RIGHT AND GO NORTHWEST ON STATE HIGHWAY 2 FOR 14.0
 MM0357'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWEST
 MM0357'ON STATE HIGHWAY 2 FOR 0.9 MILE TO A WIRE GATE ON THE LEFT.
 MM0357'TURN LEFT, PASS THROUGH GATE, TURN SHARP LEFT AND GO EASTERLY
 MM0357'ALONG SOUTH SIDE OF FENCE FOR 0.4 MILE TO TOP OF SMALL HILL
 MM0357'AND STATION.
 MM0357'
 MM0357'THE STATION MARK IS A STANDARD DISK STAMPED KEATING 1934,
 MM0357'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MM0357'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 193.5 FEET WEST
 MM0357'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 MM0357'
 MM0357'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KEATING NO 1 1934,
 MM0357'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MM0357'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 300 FEET SOUTH OF
 MM0357'CENTER OF STATE HIGHWAY 2 AND 1.5 FEET WEST OF THE METAL
 MM0357'WITNESS POST WITH SIGN ATTACHED AND A FENCE.
 MM0357'
 MM0357'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KEATING NO 2
 MM0357'1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MM0357'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 250 FEET WEST
 MM0357'OF THE FENCE AND 120 FEET SOUTH OF CENTER OF STATE HIGHWAY 2.
 MM0357'
 MM0357'THE MARK IS A STANDARD REFERENCE DISK USED AS A AZIMUTH MARK
 MM0357'STAMPED KEATING AZI 1934, SET IN THE TOP OF A 12-INCH SQUARE
 MM0357'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 MM0357'IT IS 42.5 FEET SOUTH OF CENTER OF STATE HIGHWAY 2, 1 FOOT
 MM0357'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1 FOOT
 MM0357'WEST OF A FENCE.
 MM0357'
 MM0357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 MM0357'SOUTH OF DUNNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1877 ***********************************************************************
 MK1877  DESIGNATION -  KEE 15
 MK1877  PID         -  MK1877
 MK1877  STATE/COUNTY-  NE/SEWARD
 MK1877  USGS QUAD   -  DWIGHT (1966)
 MK1877
 MK1877                         *CURRENT SURVEY CONTROL
 MK1877  ___________________________________________________________________
 MK1877* NAD 83(1995)-  41 00 11.16254(N)    097 06 03.59232(W)     ADJUSTED  
 MK1877* NAVD 88     -       474.9    (meters)    1558.     (feet)  VERTCON   
 MK1877  ___________________________________________________________________
 MK1877  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 MK1877  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 MK1877
 MK1877  HORZ ORDER  -  SECOND
 MK1877
 MK1877.The horizontal coordinates were established by classical geodetic methods
 MK1877.and adjusted by the National Geodetic Survey in August 1997..
 MK1877
 MK1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1877
 MK1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1877
 MK1877.The geoid height was determined by GEOID03.
 MK1877
 MK1877;                    North         East     Units Scale Factor Converg.
 MK1877;SPC NE       -   133,962.530   743,777.025   MT  0.99969684   +1 55 16.2
 MK1877;UTM  14      - 4,540,838.065   659,705.628   MT  0.99991393   +1 14 46.3
 MK1877
 MK1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1877!SPC NE       -   0.99992970  x   0.99969684  =   0.99962656
 MK1877!UTM  14      -   0.99992970  x   0.99991393  =   0.99984363
 MK1877
 MK1877                          SUPERSEDED SURVEY CONTROL
 MK1877
 MK1877  NAD 83(1986)-  41 00 11.17176(N)    097 06 03.59161(W) AD(       ) 2
 MK1877  NAD 27      -  41 00 11.13083(N)    097 06 02.45556(W) AD(       ) 2
 MK1877  NGVD 29 (07/19/86)  474.7    (m)         1557.     (f) VERT ANG       
 MK1877
 MK1877.Superseded values are not recommended for survey control.
 MK1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1877.See file dsdata.txt to determine how the superseded data were derived.
 MK1877
 MK1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5970640838(NAD 83)
 MK1877_MARKER: DD = SURVEY DISK
 MK1877_SETTING: 0 = UNSPECIFIED SETTING
 MK1877
 MK1877  HISTORY     - Date     Condition        Report By
 MK1877  HISTORY     - 1967     MONUMENTED       USGS
 MK1877
 MK1877                          STATION DESCRIPTION
 MK1877
 MK1877'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MK1877'TO REACH THE STATION FROM THE NW. COR. OF THE SQUARE IN SEWARD,
 MK1877'GO N. AND W. ON STATE HWY. 15 FOR 6.7 MI TO STATION ON RIGHT
 MK1877'(E.) SIDE OF RD.
 MK1877'
 MK1877'B.M. 15 KEE IS 26 FEET N, 83 FEET E AND 0.9 FOOT LOWER THAN
 MK1877'CENTER OF HWY 15 AT GRAVEL ROAD CROSSING, IN CENTER OF N HEADWALL
 MK1877'OF CONCRETE BOX CULVERT, STAMPED 15 KEE 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0714 ***********************************************************************
 NN0714  DESIGNATION -  KEHN
 NN0714  PID         -  NN0714
 NN0714  STATE/COUNTY-  NE/BOYD
 NN0714  USGS QUAD   -  BUTTE NW (1951)
 NN0714
 NN0714                         *CURRENT SURVEY CONTROL
 NN0714  ___________________________________________________________________
 NN0714* NAD 83(1995)-  42 59 53.46686(N)    098 54 04.87725(W)     ADJUSTED  
 NN0714* NAVD 88     -       587.     (meters)    1926.     (feet)  SCALED    
 NN0714  ___________________________________________________________________
 NN0714  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 NN0714  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 NN0714
 NN0714  HORZ ORDER  -  FIRST
 NN0714
 NN0714.The horizontal coordinates were established by classical geodetic methods
 NN0714.and adjusted by the National Geodetic Survey in August 1997..
 NN0714
 NN0714.The orthometric height was scaled from a topographic map.
 NN0714
 NN0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0714
 NN0714.The geoid height was determined by GEOID03.
 NN0714
 NN0714;                    North         East     Units Scale Factor Converg.
 NN0714;SPC NE       -   351,988.827   589,584.744   MT  0.99999917   +0 43 41.0
 NN0714;SPC SD S     -    74,866.096   716,758.486   MT  0.99996505   +0 59 16.3
 NN0714;SPC SD S     -   245,623.18  2,351,565.13   sFT  0.99996505   +0 59 16.3
 NN0714;UTM  14      - 4,760,617.990   508,040.645   MT  0.99960080   +0 04 02.2
 NN0714
 NN0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0714!SPC NE       -   0.99991195  x   0.99999917  =   0.99991112
 NN0714!SPC SD S     -   0.99991195  x   0.99996505  =   0.99987700
 NN0714!UTM  14      -   0.99991195  x   0.99960080  =   0.99951278
 NN0714
 NN0714:                Primary Azimuth Mark                     Grid Az
 NN0714:SPC NE       -  FAIRFAX MUNICIPAL TANK                   009 01 24.6
 NN0714:SPC SD S     -  FAIRFAX MUNICIPAL TANK                   008 45 49.3
 NN0714:UTM  14      -  FAIRFAX MUNICIPAL TANK                   009 41 03.4
 NN0714
 NN0714|---------------------------------------------------------------------|
 NN0714| PID    Reference Object                     Distance      Geod. Az  |
 NN0714|                                                           dddmmss.s |
 NN0714| OR0828 FAIRFAX MUNICIPAL TANK              APPROX. 3.8 KM 0094505.6 |
 NN0714| CO3829 KEHN RM 1                            26.558 METERS 04638     |
 NN0714| NN0711 BUTTE MUNICIPAL TANK                APPROX.10.4 KM 1551646.4 |
 NN0714| CO3828 KEHN AZ MK                                         1723021.8 |
 NN0714| CO3830 KEHN RM 2                            20.652 METERS 26958     |
 NN0714| OR0830 BONESTEEL MUNICIPAL TANK            APPROX. 9.6 KM 3353055.9 |
 NN0714|---------------------------------------------------------------------|
 NN0714
 NN0714                          SUPERSEDED SURVEY CONTROL
 NN0714
 NN0714  NAD 83(1986)-  42 59 53.47446(N)    098 54 04.88523(W) AD(       ) 1
 NN0714  NAD 27      -  42 59 53.48600(N)    098 54 03.56000(W) AD(       ) 1
 NN0714
 NN0714.Superseded values are not recommended for survey control.
 NN0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0714.See file dsdata.txt to determine how the superseded data were derived.
 NN0714
 NN0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0804160618(NAD 83)
 NN0714_MARKER: DS = TRIANGULATION STATION DISK
 NN0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0714
 NN0714  HISTORY     - Date     Condition        Report By
 NN0714  HISTORY     - 1940     MONUMENTED       CGS
 NN0714  HISTORY     - 1948     GOOD             CGS
 NN0714
 NN0714                          STATION DESCRIPTION
 NN0714
 NN0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0714'STATION IS LOCATED AT THE NEBRASKA-SOUTH DAKOTA STATE LINE,
 NN0714'ABOUT 2-1/2 MILES WEST AND 6 MILES NORTH OF BUTTE, NEBRASKA,
 NN0714'ABOUT 250 FEET WEST OF THE NORTHEAST CORNER OF SEC. 24, T. 35 N.,
 NN0714'R. 14 W.
 NN0714'
 NN0714'TO REACH FROM BUTTE GO WEST ON STATE HIGHWAY 12 FOR 4.55 MILES
 NN0714'TO A DIRT CROSS ROAD.  TURN RIGHT (NORTH) AND GO 3.7 MILES
 NN0714'TO A CROSS ROAD (FROM THIS POINT TURN LEFT AND GO 0.05 MILE TO
 NN0714'TOP OF GRADE TO AZIMUTH MARK ON THE NORTH (RIGHT) SIDE OF THE
 NN0714'ROAD.) CONTINUE NORTH 1 MILE TO CROSS ROAD, TURN RIGHT (EAST)
 NN0714'AND GO 1 MILE TO THE STATION ON THE SOUTH (RIGHT) SIDE OF THE
 NN0714'ROAD.
 NN0714'
 NN0714'STATION MARK IS STAMPED KEHN 1940 AND PROJECTS 10 INCHES.  IT
 NN0714'IS 30 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 0.5 FOOT NORTH
 NN0714'OF A FENCE, 4 FEET WEST OF A REFERENCE POST, AND 2.45 FEET
 NN0714'EAST OF BOUNDARY MONUMENT 38.
 NN0714'
 NN0714'REFERENCE MARK NO. 1 IS STAMPED KEHN 1940 NO. 1 AND PROJECTS
 NN0714'8 INCHES.  IT IS 28 FEET NORTH OF THE CENTER OF A DIRT ROAD
 NN0714'AND 1 FOOT SOUTH OF A FENCE.
 NN0714'
 NN0714'REFERENCE MARK NO. 2 IS STAMPED KEHN NO. 2 1940 AND PROJECTS
 NN0714'8 INCHES.  IT IS 30 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND
 NN0714'1 FOOT SOUTH OF A FENCE.
 NN0714'
 NN0714'THE AZIMUTH MARK IS STAMPED KEHN 1940 AND PROJECTS 10 INCHES.  IT
 NN0714'IS 30 FEET WEST OF THE CENTER OF A DIRT ROAD, 1 FOOT EAST OF A
 NN0714'FENCE AND ABOUT 200 YARDS NORTHEAST OF MR. KEHNS HOUSE.
 NN0714'
 NN0714'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NN0714'DESCRIBED.
 NN0714'
 NN0714'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NN0714
 NN0714                          STATION RECOVERY (1948)
 NN0714
 NN0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0714'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NN0714'GOOD CONDITION.  DUE TO A CHANGE IN THE TO REACH AND SLIGHT CHANGE
 NN0714'IN THE LOCATION OF THE REFERENCE MARKS, A NEW DESCRIPTION FOLLOWS.
 NN0714'
 NN0714'STATION IS LOCATED ABOUT 2-1/2 MILES WEST AND 6 MILES NORTH
 NN0714'OF BUTTE, NEB., 3 MILES SOUTH OF FAIRFAX, S. DAK. AND AT THE
 NN0714'NEBRASKA-SOUTH DAKOTA STATE LINE.  IT IS 2.45 FEET EAST OF
 NN0714'BOUNDARY MONUMENT NO. 38, ABOUT 250 FEET WEST OF THE NORTHEAST
 NN0714'CORNER OF SEC. 24, T. 35 N., R. 14 W., 30 FEET SOUTH OF THE
 NN0714'APPROXIMATE CENTERLINE OF THE ROAD, 0.5 FEET NORTH OF THE
 NN0714'RIGHT-OF-WAY FENCE AND 4 FEET WEST OF A WHITE WITNESS POST.
 NN0714'THE MARK PROJECTS ABOUT 10 INCHES AND THE DISC IS STAMPED
 NN0714'KEHN 1940.
 NN0714'
 NN0714'REFERENCE MARK NO. 1 IS 87.13 FEET NORTHEAST OF THE STATION, ABOUT
 NN0714'28 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 1
 NN0714'FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK, DESCRIBED
 NN0714'PROJECTS ABOUT 8 INCHES AND THE DISC IS STAMPED KEHN
 NN0714'NO 1 1940.
 NN0714'
 NN0714'REFERENCE MARK NO. 2, IS 67.76 FEET
 NN0714'WEST OF THE STATION, 30 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 NN0714'OF THE ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE.
 NN0714'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED
 NN0714'KEHN NO 2 1940.
 NN0714'
 NN0714'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH OF THE STATION, 30
 NN0714'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE NORTH-SOUTH
 NN0714'ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE.  IT IS 4 FEET
 NN0714'SOUTH OF A WITNESS POST.  THE MARK
 NN0714'PROJECTS ABOUT 8 INCHES AND THE DISC IS STAMPED KEHN 1940.
 NN0714'
 NN0714'STATION WAS REACHED FROM THE MAIN INTERSECTION IN THE VILLAGE
 NN0714'OF FAIRFAX, SOUTH, DAK. BY GOING SOUTH FOR 0.2 MILE TO THE
 NN0714'INTERSECTION OF U.S. HIGHWAY 281.  THENCE RIGHT OR WEST FOR 0.75
 NN0714'MILE TO CROSSROADS WHERE THE HIGHWAY TURNS NORTH.  TURN LEFT
 NN0714'OR SOUTH ON GRAVELED ROAD AND GO 2.85 MILES TO A T-INTERSECTION.
 NN0714'THENCE LEFT FOR 0.1 MILE TO THE STATION SITE ON THE RIGHT.
 NN0714'
 NN0714'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST 0.05
 NN0714'MILE, THENCE RIGHT OR SOUTH FOR 0.6 MILE TO THE MARK ON THE RIGHT,
 NN0714'AT THE NORTHEAST CORNER OF THE GROVE AND ABOUT 200 YARDS NORTHEAST
 NN0714'OF MR. KEHNS HOUSE.
 NN0714'
 NN0714'A 4 FOOT SIGNAL AT WHETSTONE (MO.R.C.) 1945 WAS VISIBLE AT
 NN0714'90 FEET.
 NN0714'
 NN0714'ALL OTHER OBJECTS V.G.
 NN0714'
 NN0714'HEIGHT OF LIGHT ABOVE THE STATION MARK-31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0405 ***********************************************************************
 NO0405  DESIGNATION -  KELLER
 NO0405  PID         -  NO0405
 NO0405  STATE/COUNTY-  NE/BROWN
 NO0405  USGS QUAD   -  WHITE CAP HILL (1985)
 NO0405
 NO0405                         *CURRENT SURVEY CONTROL
 NO0405  ___________________________________________________________________
 NO0405* NAD 83(1995)-  42 27 01.04479(N)    100 02 13.93028(W)     ADJUSTED  
 NO0405* NAVD 88     -       879.     (meters)    2884.     (feet)  SCALED    
 NO0405  ___________________________________________________________________
 NO0405  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 NO0405  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 NO0405
 NO0405  HORZ ORDER  -  SECOND
 NO0405
 NO0405.The horizontal coordinates were established by classical geodetic methods
 NO0405.and adjusted by the National Geodetic Survey in August 1997..
 NO0405
 NO0405.The orthometric height was scaled from a topographic map.
 NO0405
 NO0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0405
 NO0405.The geoid height was determined by GEOID03.
 NO0405
 NO0405;                    North         East     Units Scale Factor Converg.
 NO0405;SPC NE       -   290,562.826   496,940.170   MT  0.99979457   -0 01 28.8
 NO0405;UTM  14      - 4,700,294.488   414,709.157   MT  0.99968950   -0 42 00.4
 NO0405
 NO0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0405!SPC NE       -   0.99986559  x   0.99979457  =   0.99966019
 NO0405!UTM  14      -   0.99986559  x   0.99968950  =   0.99955513
 NO0405
 NO0405|---------------------------------------------------------------------|
 NO0405| PID    Reference Object                     Distance      Geod. Az  |
 NO0405|                                                           dddmmss.s |
 NO0405| CO3836 KELLER RM 2                          11.701 METERS 04655     |
 NO0405| CO3834 KELLER AZ MK                                       0981036.7 |
 NO0405| CO3835 KELLER RM 1                          14.968 METERS 29024     |
 NO0405|---------------------------------------------------------------------|
 NO0405
 NO0405                          SUPERSEDED SURVEY CONTROL
 NO0405
 NO0405  NAD 83(1986)-  42 27 01.04863(N)    100 02 13.94242(W) AD(       ) 2
 NO0405  NAD 27      -  42 27 01.05300(N)    100 02 12.48700(W) AD(       ) 2
 NO0405
 NO0405.Superseded values are not recommended for survey control.
 NO0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0405.See file dsdata.txt to determine how the superseded data were derived.
 NO0405
 NO0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1470900294(NAD 83)
 NO0405_MARKER: DB = BENCH MARK DISK
 NO0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0405
 NO0405  HISTORY     - Date     Condition        Report By
 NO0405  HISTORY     - 1949     MONUMENTED       USGS
 NO0405  HISTORY     - 1967     GOOD             USAF
 NO0405
 NO0405                          STATION DESCRIPTION
 NO0405
 NO0405'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NO0405'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTH AND 1.0 MILE
 NO0405'EAST OF JOHNSTOWN ON THE HIGHEST POINT OF A LARGE SAND HILL.
 NO0405'IT IS ABOUT 100 YARDS WEST OF A NORTH-SOUTH FENCE AND 6.3
 NO0405'FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 NO0405'U.S.G.S. BENCH MARK DISK SET IN THE TOP OF A 6 INCH SQUARE
 NO0405'CONCRETE POST PROJECTING 8 INCHES ABOVE THE TOP OF THE GROUND
 NO0405'AND IS STAMPED KELLER 1947.
 NO0405'
 NO0405'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. BENCH MARK DISK
 NO0405'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING
 NO0405'5 INCHES ABOVE THE TOP OF THE GROUND.  IT IS STAMPED KELLER
 NO0405'REFERENCE MARK 1947 1.
 NO0405'
 NO0405'REFERENCE MARK NO. 2 IS NEAR THE NORTHEAST END OF A SMALL
 NO0405'NORTHEAST-SOUTHWEST RIDGE ABOUT 1.0 FOOT ABOVE THE ELEVATION
 NO0405'OF THE STATION.  IT PROJECTS 4 INCHES AND IS STAMPED KELLER
 NO0405'NO 2 1949.
 NO0405'
 NO0405'THE AZIMUTH MARK IS ABOUT 250.0 FEET WEST OF A TELEPHONE
 NO0405'LINE AND 2.0 FEET SOUTHWEST OF A WITNESS POST.  IT PROJECTS
 NO0405'3 INCHES AND IS STAMPED KELLER 1949.
 NO0405'
 NO0405'TO REACH THE STATION FROM THE RAILROAD STATION IN JOHNSTOWN,
 NO0405'GO EAST ON U.S. HIGHWAY NO. 20 FOR 1.6 MILES TO A CROSSROAD,
 NO0405'TURN RIGHT AND GO SOUTH ON THE MAIN TRAVELED ROAD FOR 7.4
 NO0405'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE SOUTH
 NO0405'FOR 0.2 OF A MILE TO A ROAD RIGHT AT THE DORSEY KELLER MAIL BOX,
 NO0405'CONTINUE SOUTH ON MAIN TRAVELED ROAD FOR 0.4 OF A MILE TO
 NO0405'A POINT JUST NORTH OF A WINDMILL ON THE RIGHT, HERE TURN
 NO0405'OFF THE ROAD AND GO WEST FOR 0.25 OF A MILE TO A TELEPHONE
 NO0405'LINE, TURN LEFT ALONG THE WEST SIDE OF THE TELEPHONE LINE
 NO0405'TO THE TOP OF THE HILL, THEN BEAR RIGHT ACROSS PASTURE FOR
 NO0405'0.25 OF A MILE TO A NORTH-SOUTH FENCE, HERE LET DOWN FENCE
 NO0405'AND CONTINUE WESTERLY FOR ABOUT 100 YARDS TO THE TOP OF
 NO0405'THE HILL AND THE STATION AS DESCRIBED.
 NO0405'
 NO0405'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEASTERLY
 NO0405'ACROSS PASTURE FOR 0.3 OF A MILE TO THE TOP OF A SMALL KNOLL
 NO0405'AND THE AZIMUTH MARK AS DESCRIBED.
 NO0405'
 NO0405'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0405
 NO0405                          STATION RECOVERY (1967)
 NO0405
 NO0405'RECOVERY NOTE BY US AIR FORCE 1967
 NO0405'STATION, REFENENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 NO0405'GOOD CONDITION.
 NO0405'
 NO0405'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.  (SEE FOOT
 NO0405'NOTE).
 NO0405'
 NO0405'TO REACH STATION FROM THE RAILROAD STATION IN JOHNSTON, NEBRASKA,
 NO0405'GO EAST ON U.S. HIGHWAY 20 FOR 1.6 MILES TO A CROSSROAD, TURN
 NO0405'RIGHT (SOUTH) ON THE MAIN TRAVELED ROAD FOR 7.3 MILES TO A
 NO0405'MAIL BOX WITH THE NAME DON ALLEN, ON THE RIGHT.  CONTINUE
 NO0405'SOUTH ON THE MAIN TRAVELED ROAD FOR 0.1 MILE TO A GATE ON THE
 NO0405'RIGHT.  ENTER GATE, THEN LEFT ON THE WEST SIDE OF THE
 NO0405'NORTH-SOUTH FENCE, AND GO SOUTH THRU THE PASTURE FOR 0.4 MILE
 NO0405'TO A WINDMILL IN THE PASTURE.  THEN WEST-SOUTHWEST 0.6 MILE
 NO0405'INTO THE SAND HILLS TO A FENCE CORNER, THEN WEST ALONG THE
 NO0405'SOUTH SIDE OF THE FENCE FOR 0.15 MILE TO ANOTHER FENCE
 NO0405'CORNER.  CROSS THE FENCE AND WALK 150 YARDS SOUTHWEST TO THE
 NO0405'HIGHEST POINT IN HHE AREA AND THE STATION.
 NO0405'
 NO0405'NOTE--
 NO0405'
 NO0405'ALL DISTANCES ARE APPROXIMATE DUE TO MUCH WINDING ABOUT
 NO0405'OBSTACLES.  THIS STATION, WHILE STILL INTACT, MAY SOON BE
 NO0405'DESTROYED DUE TO WIND EROSION.  IT HAS BEEN FOUND THAT, WHEN
 NO0405'THE GRASS COVER IS DISTURBED, THE WIND TENDS TO SCOOP THE
 NO0405'SOIL AWAY FROM THE TOPS OF HILLS WHICH CREATES A DISH-SHAPED
 NO0405'DEPRESSION.  STATION KELLER IS IN SUCH A DEPRESSION, PROTRUDING
 NO0405'18 INCHES ABOVE THE GROUND-SURFACE.  (SEE FOOT NOTE ON STATION
 NO0405'SELZMAN).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0415 ***********************************************************************
 NO0415  DESIGNATION -  KELLER
 NO0415  PID         -  NO0415
 NO0415  STATE/COUNTY-  NE/CHERRY
 NO0415  USGS QUAD   -  LONG LAKE SW (1985)
 NO0415
 NO0415                         *CURRENT SURVEY CONTROL
 NO0415  ___________________________________________________________________
 NO0415* NAD 83(1995)-  42 15 12.69598(N)    100 24 01.34020(W)     ADJUSTED  
 NO0415* NAVD 88     -       919.     (meters)    3015.     (feet)  SCALED    
 NO0415  ___________________________________________________________________
 NO0415  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 NO0415  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 NO0415
 NO0415  HORZ ORDER  -  FIRST
 NO0415
 NO0415.The horizontal coordinates were established by classical geodetic methods
 NO0415.and adjusted by the National Geodetic Survey in August 1997..
 NO0415
 NO0415.The orthometric height was scaled from a topographic map.
 NO0415
 NO0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0415
 NO0415.The geoid height was determined by GEOID03.
 NO0415
 NO0415;                    North         East     Units Scale Factor Converg.
 NO0415;SPC NE       -   268,787.194   466,969.433   MT  0.99974372   -0 15 55.2
 NO0415;UTM  14      - 4,678,874.940   384,484.869   MT  0.99976418   -0 56 30.2
 NO0415
 NO0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0415!SPC NE       -   0.99985925  x   0.99974372  =   0.99960301
 NO0415!UTM  14      -   0.99985925  x   0.99976418  =   0.99962347
 NO0415
 NO0415:                Primary Azimuth Mark                     Grid Az
 NO0415:SPC NE       -  KELLER AZ MK                             018 33 59.9
 NO0415:UTM  14      -  KELLER AZ MK                             019 14 34.9
 NO0415
 NO0415|---------------------------------------------------------------------|
 NO0415| PID    Reference Object                     Distance      Geod. Az  |
 NO0415|                                                           dddmmss.s |
 NO0415| CO3831 KELLER AZ MK                                       0181804.7 |
 NO0415| CO3832 KELLER RM 1                          11.802 METERS 20330     |
 NO0415| CO3833 KELLER RM 2                          13.532 METERS 32302     |
 NO0415|---------------------------------------------------------------------|
 NO0415
 NO0415                          SUPERSEDED SURVEY CONTROL
 NO0415
 NO0415  NAD 83(1986)-  42 15 12.69760(N)    100 24 01.34644(W) AD(       ) 1
 NO0415  NAD 27      -  42 15 12.70300(N)    100 23 59.87300(W) AD(       ) 1
 NO0415
 NO0415.Superseded values are not recommended for survey control.
 NO0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0415.See file dsdata.txt to determine how the superseded data were derived.
 NO0415
 NO0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM8448578875(NAD 83)
 NO0415_MARKER: DS = TRIANGULATION STATION DISK
 NO0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0415
 NO0415  HISTORY     - Date     Condition        Report By
 NO0415  HISTORY     - 1949     MONUMENTED       CGS
 NO0415
 NO0415                          STATION DESCRIPTION
 NO0415
 NO0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0415'THE STATION IS LOCATED ABOUT 11.5 MILES NORTH OF THE
 NO0415'CHERRY-THOMAS COUNTY LINE, 7.0 MILES EAST OF U.S. HIGHWAY 83
 NO0415'AND 2.5 MILES SOUTH-SOUTHWEST OF THE KELLER RANCH ON LAND
 NO0415'OWNED BY MRS. EMMA KELLER.  IT IS ON THE CENTER OF FLAT TOPPED
 NO0415'SAND HILL, 107 FEET EAST OF NORTH-SOUTH FENCE LINE AND 5 FEET
 NO0415'SOUTHEAST OF WITNESS POST.  IT IS STAMPED KELLER 1949 AND
 NO0415'PROJECTS 4 INCHES.
 NO0415'
 NO0415'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, 98 FEET
 NO0415'EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED KELLER NO 1 1949
 NO0415'AND PROJECTS 4 INCHES.
 NO0415'
 NO0415'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 90 FEET EAST
 NO0415'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED KELLER NO 2 1949
 NO0415'AND PROJECTS 3 INCHES.
 NO0415'
 NO0415'THE AZIMUTH MARK IS NORTH-NORTHEAST OF STATION, ON THE HIGHEST
 NO0415'POINT OF SMALL SAND HILL, 0.1 MILE NORTHEAST OF WINDMILL AND
 NO0415'1 FOOT SOUTH OF WITNESS POST.  IT IS STAMPED KELLER 1949 AND
 NO0415'PROJECTS 5 INCHES.
 NO0415'
 NO0415'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 NO0415'AND 20 ABOUT 5.5 MILES SOUTH-SOUTHEAST OF VALENTINE, GO SOUTH
 NO0415'ON U.S. HIGHWAY 83 FOR 29.0 MILES TO SCHOOL ON THE LEFT,
 NO0415'CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR 2.45 MILES TO RANCH ROAD
 NO0415'LEFT, TURN LEFT AND GO EAST ON TRACK ROAD FOR 2.65 MILES TO
 NO0415'FORKS NORTH OF HOUSE, KEEP RIGHT FORK STRAIGHT AHEAD FOR 1.1
 NO0415'MILES TO FORKS ABOUT 50 YARD AFTER CROSSING CATTLE GUARD,
 NO0415'TAKE RIGHT FORK AND FOLLOW MAIN TRAVELED ROAD FOR 3.6 MILES
 NO0415'TO RANCH HOUSE ON THE RIGHT, CONTINUE EAST ON ROAD NORTH
 NO0415'OF HOUSE FOR 0.3 MILE TO CATTLE GUARD, CROSS GUARD AND TAKE
 NO0415'RIGHT FORK FOR 1.35 MILES TO THE KELLER RANCH ON THE RIGHT,
 NO0415'TURN RIGHT ON ROAD EAST OF RANCH BUILDINGS AND GO SOUTH
 NO0415'FOR 0.1 MILE TO GATE, GO THROUGH GATE AND FOLLOW TRACK
 NO0415'ROAD 0.7 MILE TO CATTLE GUARD, CROSS GUARD AND TAKE RIGHT
 NO0415'FORK ON DIM TRACK ROAD FOR 0.5 MILE TO WINDMILL,
 NO0415'CONTINUE ON TRACK ROAD FOR 0.4 MILE TO FORKS, TAKE LEFT
 NO0415'FORK AND GO 0.65 MILE TO WINDMILL AND AZIMUTH MARK
 NO0415'NORTHEAST AS DESCRIBED, TURN RIGHT OFF TRACK ROAD AND GO
 NO0415'SOUTH-SOUTHWEST ACROSS PASTURE FOR 1.15 MILE TO HIGHEST
 NO0415'POINT OF SAND HILL AND THE STATION AS DESCRIBED.
 NO0415'
 NO0415'A 74 FOOT SIGNAL AT STATION GOOSE CREEK (USGS) IS VISIBLE AT
 NO0415'4 FEET.
 NO0415'
 NO0415'A 74 FOOT SIGNAL AT STATION PURDUM IS VISIBLE AT 4 FEET.
 NO0415'
 NO0415'A 4 FOOT SIGNAL AT STATION LOSH IS VISIBLE AT 4 FEET.
 NO0415'
 NO0415'A 100 FOOT SIGNAL AT STATION CHERRY S BASE IS VISIBLE AT
 NO0415'4 FEET.
 NO0415'
 NO0415'A 100 FOOT SIGNAL AT STATION CHERRY N BASE IS VISIBLE AT 4
 NO0415'FEET.
 NO0415'
 NO0415'A 4 FOOT SIGNAL AT STATION SHANLEY (USGS) IS VISIBLE AT 4 FEET.
 NO0415'
 NO0415'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 4 FEET.
 NO0415'
 NO0415'A 100 FOOT SIGNAL AT STATION REFUGE IS VISIBLE AT 4 FEET.
 NO0415'
 NO0415'A 4 FOOT SIGNAL AT STATION SKULL IS VISIBLE AT 4 FEET.
 NO0415'
 NO0415'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0420 ***********************************************************************
 LJ0420  DESIGNATION -  KELLY
 LJ0420  PID         -  LJ0420
 LJ0420  STATE/COUNTY-  NE/FRONTIER
 LJ0420  USGS QUAD   -  CAMBRIDGE (1983)
 LJ0420
 LJ0420                         *CURRENT SURVEY CONTROL
 LJ0420  ___________________________________________________________________
 LJ0420* NAD 83(1995)-  40 21 53.13731(N)    100 10 15.19448(W)     ADJUSTED  
 LJ0420* NAVD 88     -       771.41   (+/-2cm)    2530.9    (feet)  VERTCON   
 LJ0420  ___________________________________________________________________
 LJ0420  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 LJ0420  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 LJ0420
 LJ0420  HORZ ORDER  -  FIRST
 LJ0420  VERT ORDER  -  THIRD ? (See Below)
 LJ0420
 LJ0420.The horizontal coordinates were established by classical geodetic methods
 LJ0420.and adjusted by the National Geodetic Survey in August 1997..
 LJ0420
 LJ0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0420.The vertical order pertains to the NGVD 29 superseded value.
 LJ0420
 LJ0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0420
 LJ0420.The geoid height was determined by GEOID03.
 LJ0420
 LJ0420;                    North         East     Units Scale Factor Converg.
 LJ0420;SPC NE       -    59,019.812   485,487.327   MT  0.99985498   -0 06 47.7
 LJ0420;UTM  14      - 4,468,901.266   400,586.113   MT  0.99972166   -0 45 30.2
 LJ0420
 LJ0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0420!SPC NE       -   0.99988280  x   0.99985498  =   0.99973780
 LJ0420!UTM  14      -   0.99988280  x   0.99972166  =   0.99960449
 LJ0420
 LJ0420:                Primary Azimuth Mark                     Grid Az
 LJ0420:SPC NE       -  KELLY AZ MK RESET                        002 11 21.4
 LJ0420:UTM  14      -  KELLY AZ MK RESET                        002 50 03.9
 LJ0420
 LJ0420|---------------------------------------------------------------------|
 LJ0420| PID    Reference Object                     Distance      Geod. Az  |
 LJ0420|                                                           dddmmss.s |
 LJ0420| CN8912 KELLY AZ MK RESET                                  0020433.7 |
 LJ0420| LH1032 IMMANUELS LUTHERAN CH CROSS         APPROX.26.5 KM 0761429.2 |
 LJ0420| CN8915 KELLY RM 3                           23.662 METERS 09759     |
 LJ0420| LH1015 OXFORD MUNICIPAL TANK               APPROX.47.4 KM 1045937.1 |
 LJ0420| LH1038 ARAPAHOE CHURCH SPIRE               APPROX.23.6 KM 1054809.1 |
 LJ0420| LH1035 EDISON MUNICIPAL TANK               APPROX.35.1 KM 1061658.5 |
 LJ0420| LH1036 ARAPAHOE MUNICIPAL TANK             APPROX.24.4 KM 1063652.0 |
 LJ0420| CN8913 KELLY RM 1                           42.708 METERS 17510     |
 LJ0420| LJ0419 CAMBRIDGE ST JOHNS CH SPIRE         APPROX. 9.1 KM 1805740.2 |
 LJ0420| LJ0421 CAMBRIDGE MUNICIPAL STANDPIPE       APPROX. 8.7 KM 1831730.9 |
 LJ0420| LJ0422 CAMBRIDGE REA RADIO MAST            APPROX. 9.0 KM 1882956.9 |
 LJ0420| CN8911 KELLY AZ MK                                        1972357.5 |
 LJ0420| CN8914 KELLY RM 2                           31.041 METERS 27555     |
 LJ0420| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.41.0 KM 3315619.1 |
 LJ0420|---------------------------------------------------------------------|
 LJ0420
 LJ0420                          SUPERSEDED SURVEY CONTROL
 LJ0420
 LJ0420  NAD 83(1986)-  40 21 53.14224(N)    100 10 15.19870(W) AD(       ) 1
 LJ0420  NAD 27      -  40 21 53.11515(N)    100 10 13.70573(W) AD(       ) 1
 LJ0420  NGVD 29 (07/19/86)  771.11   (m)         2529.9    (f) LEVELING    3  
 LJ0420
 LJ0420.Superseded values are not recommended for survey control.
 LJ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0420.See file dsdata.txt to determine how the superseded data were derived.
 LJ0420
 LJ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0058668901(NAD 83)
 LJ0420_MARKER: DS = TRIANGULATION STATION DISK
 LJ0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0420_SP_SET: CONCRETE POST
 LJ0420_STAMPING: KELLY 1934
 LJ0420_MARK LOGO: CGS   
 LJ0420_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0420+STABILITY: SURFACE MOTION
 LJ0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0420+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1983
 LJ0420
 LJ0420  HISTORY     - Date     Condition        Report By
 LJ0420  HISTORY     - 1934     MONUMENTED       CGS
 LJ0420  HISTORY     - 1934     GOOD             CGS
 LJ0420  HISTORY     - 1951     GOOD             CGS
 LJ0420  HISTORY     - 19830428 GOOD             NEDR
 LJ0420
 LJ0420                          STATION DESCRIPTION
 LJ0420
 LJ0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0420'STATION IS IN THE NORTHEAST QUARTER OF SEC. 32, T. 5 N., R.
 LJ0420'25 W., 5-1/2 MILES NORTH OF CAMBRIDGE, 4 MILES NORTH AND 14
 LJ0420'MILES WEST OF ARAPAHOE.  ON THE LAND OF J.J. KELLY ESTATE,
 LJ0420'SORENSEN BROTHERS, LESSEES.  IN A NORTHEAST FENCE CORNER,
 LJ0420'FROM WHICH IT IS 10 FEET WEST AND 8 FEET SOUTH, AND IS 14
 LJ0420'INCHES BELOW GROUND.
 LJ0420'
 LJ0420'STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 6
 LJ0420'AND THE MAIN STREET IN CAMBRIDGE (PHILLIPS GAS STATION ON
 LJ0420'SOUTHWEST CORNER) BY GOING 0.6 MILE EAST ON U.S. HIGHWAY 6
 LJ0420'TO T-ROAD.  TURN LEFT AND FOLLOW GRADED DIRT ROAD NORTH FOR
 LJ0420'6.3 MILES TO CROSS ROAD.  STATION IS THEN ON LEFT, ON THE
 LJ0420'SOUTHWEST CORNER.
 LJ0420'
 LJ0420'AZIMUTH MARK IS 0.8 MILE SOUTH-SOUTHWEST OF STATION IN FENCE
 LJ0420'LINE, 30 FEET EAST OF CENTERLINE OF DIRT ROAD RUNNING
 LJ0420'NORTH-AND-SOUTH, 0.23 MILE NORTH OF A 90 DEGREE BEND IN THE
 LJ0420'ROAD.  TO REACH FROM STATION FOLLOW DIRT ROAD SOUTH FOR 0.95
 LJ0420'MILE TO MARK ON LEFT.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 LJ0420'
 LJ0420'REFERENCE MARK NO. 1 IS SOUTH OF STATION IN FENCE LINE, 30
 LJ0420'FEET WEST OF CENTERLINE OF ROAD AND 147 FEET SOUTH OF FENCE
 LJ0420'CORNER, AND PROJECTS 8 INCHES ABOVE GROUND.
 LJ0420'
 LJ0420'REFERENCE MARK NO. 2 IS WEST OF STATION IN FENCE LINE, 16 FEET
 LJ0420'SOUTH OF ROAD AND 111 FEET WEST OF FENCE CORNER, AND PROJECTS
 LJ0420'8 INCHES ABOVE THE GROUND.
 LJ0420'
 LJ0420'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LJ0420
 LJ0420                          STATION RECOVERY (1934)
 LJ0420
 LJ0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LJ0420'RECOVERED IN GOOD CONDITION.
 LJ0420
 LJ0420                          STATION RECOVERY (1951)
 LJ0420
 LJ0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0420'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 LJ0420'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1934
 LJ0420'REFERENCE MARK NO. 2 WAS IN A FIELD NOW UNDER CULTIVATION
 LJ0420'AND WAS REMOVED AND A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.
 LJ0420'THE 1934 AZIMUTH MARK WAS DESTROYED BY ROAD GRADING EQUIPMENT
 LJ0420'AND A NEW AZIMUTH MARK WAS ESTABLISHED.
 LJ0420'
 LJ0420'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0420'
 LJ0420'THE STATION IS LOCATED ABOUT 14.0 MILES WEST AND 4.0 MILES
 LJ0420'NORTH OF ARAPAHOE AND ABOUT 5.5 MILES NORTH OF CAMBRIDGE.
 LJ0420'IT IS 43.0 FEET WEST OF THE CENTER OF A GRADED ROAD, 13.0 FEET
 LJ0420'NORTHWEST OF A POWERLINE BRACE POLE, AND 11.5 FEET WEST-SOUTHWEST
 LJ0420'OF A WITNESS POST, AND 10.5 FEET WEST OF A FENCE AND AT THE
 LJ0420'EAST EDGE OF A CULTIVATED FIELD.  IT IS 1.5 FEET BELOW THE
 LJ0420'SURFACE OF THE GROUND AND IS STAMPED KELLY 1934.
 LJ0420'
 LJ0420'REFERENCE MARK NO. 1 IS 30.0 FEET WEST OF THE CENTER OF
 LJ0420'A GRADED ROAD, 30.0 FEET NORTH OF A TELEPHONE POLE AND 1.0
 LJ0420'FOOT EAST OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED
 LJ0420'KELLY NO 1 1934.
 LJ0420'
 LJ0420'REFERENCE MARK NO. 3 IS ACROSS THE ROAD FROM THE STATION,
 LJ0420'35.0 FEET EAST OF THE CENTER OF A GRADED ROAD, 7.0 FEET SOUTH
 LJ0420'OF A NORTHWEST FENCE CORNER, AND 2.0 FEET SOUTH OF A POWERLINE
 LJ0420'POLE AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 4 INCHES AND
 LJ0420'IS STAMPED KELLY NO 3 1951.
 LJ0420'
 LJ0420'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0420'NO. 3 IS 144.4 FEET.
 LJ0420'
 LJ0420'THE AZIMUTH MARK IS 35.0 FEET EAST OF THE CENTER OF A GRADED
 LJ0420'ROAD, 3.0 FEET EAST OF A FENCE AND 2.0 FEET WEST OF A POWERLINE
 LJ0420'POLE.  IT PROJECTS 4 INCHES AND IS STAMPED KELLY 1934 RESET 1951.
 LJ0420'
 LJ0420'TO REACH THE STATION FROM THE POST OFFICE IN CAMBRIDGE, GO
 LJ0420'SOUTH ON THE MAIN STREET FOR ONE BLOCK TO U.S. HIGHWAYS NO.
 LJ0420'6 AND 34.  TURN LEFT AND GO EAST ON THE HIGHWAY FOR 0.55 MILE
 LJ0420'TO A GRAVELED T ROAD ON THE LEFT JUST AFTER CROSSING A CEMENT
 LJ0420'BRIDGE, TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 4.5
 LJ0420'MILES TO A FORK AT THE END OF THE GRAVEL, TAKE LEFT FORK AND
 LJ0420'GO NORTH AND WEST ON A GRADED ROAD FOR 1.65 MILES TO WHERE
 LJ0420'THE ROAD TURNS NORTH AT A T INTER-SECTION AND THE STATION
 LJ0420'ON THE WEST SIDE OF THE T ROAD AS DESCRIBED.
 LJ0420'
 LJ0420'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 LJ0420'GRADED ROAD FOR 0.35 MILE TO A POWERLINE POLE ON THE RIGHT
 LJ0420'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LJ0420
 LJ0420                          STATION RECOVERY (1983)
 LJ0420
 LJ0420'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1983
 LJ0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1256 ***********************************************************************
 LH1256  DESIGNATION -  KENESAW ELEVATOR
 LH1256  PID         -  LH1256
 LH1256  STATE/COUNTY-  NE/ADAMS
 LH1256  USGS QUAD   -  KENESAW (1969)
 LH1256
 LH1256                         *CURRENT SURVEY CONTROL
 LH1256  ___________________________________________________________________
 LH1256* NAD 83(1995)-  40 37 12.23477(N)    098 39 28.75051(W)     ADJUSTED  
 LH1256* NAVD 88     -                                                        
 LH1256  ___________________________________________________________________
 LH1256  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LH1256  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 LH1256
 LH1256  HORZ ORDER  -  THIRD
 LH1256
 LH1256.The horizontal coordinates were established by classical geodetic methods
 LH1256.and adjusted by the National Geodetic Survey in August 1997..
 LH1256
 LH1256
 LH1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1256
 LH1256.The geoid height was determined by GEOID03.
 LH1256
 LH1256;                    North         East     Units Scale Factor Converg.
 LH1256;SPC NE       -    88,231.408   613,526.569   MT  0.99977708   +0 53 21.7
 LH1256;UTM  14      - 4,496,638.302   528,928.440   MT  0.99961030   +0 13 21.6
 LH1256
 LH1256                          SUPERSEDED SURVEY CONTROL
 LH1256
 LH1256  NAD 83(1986)-  40 37 12.24182(N)    098 39 28.75034(W) AD(       ) 4
 LH1256  NAD 27      -  40 37 12.18900(N)    098 39 27.49800(W) AD(       ) 3
 LH1256
 LH1256.Superseded values are not recommended for survey control.
 LH1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1256.See file dsdata.txt to determine how the superseded data were derived.
 LH1256
 LH1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2892896638(NAD 83)
 LH1256_MARKER: 65 = GRAIN ELEVATOR
 LH1256
 LH1256  HISTORY     - Date     Condition        Report By
 LH1256  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1256  HISTORY     - 1935     GOOD             CGS
 LH1256
 LH1256                          STATION DESCRIPTION
 LH1256
 LH1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1256'THE ORIGINAL ELEVATOR IS STILL STANDING.  A MILL ADDITION
 LH1256'HAS BEEN BUILT ON THE WEST BUT THE ELEVATOR PART IS STILL THE
 LH1256'HIGHEST PART OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1258 ***********************************************************************
 LH1258  DESIGNATION -  KENESAW MUNICIPAL TANK
 LH1258  PID         -  LH1258
 LH1258  STATE/COUNTY-  NE/ADAMS
 LH1258  USGS QUAD   -  KENESAW (1969)
 LH1258
 LH1258                         *CURRENT SURVEY CONTROL
 LH1258  ___________________________________________________________________
 LH1258* NAD 83(1995)-  40 37 16.62099(N)    098 39 45.10346(W)     ADJUSTED  
 LH1258* NAVD 88     -                                                        
 LH1258  ___________________________________________________________________
 LH1258  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 LH1258  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 LH1258
 LH1258  HORZ ORDER  -  THIRD
 LH1258
 LH1258.The horizontal coordinates were established by classical geodetic methods
 LH1258.and adjusted by the National Geodetic Survey in August 1997..
 LH1258
 LH1258
 LH1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1258
 LH1258.The geoid height was determined by GEOID03.
 LH1258
 LH1258;                    North         East     Units Scale Factor Converg.
 LH1258;SPC NE       -    88,360.706   613,140.240   MT  0.99977676   +0 53 10.8
 LH1258;UTM  14      - 4,496,772.063   528,543.705   MT  0.99961003   +0 13 11.0
 LH1258
 LH1258                          SUPERSEDED SURVEY CONTROL
 LH1258
 LH1258  NAD 83(1986)-  40 37 16.62826(N)    098 39 45.10349(W) AD(       ) 4
 LH1258  NAD 27      -  40 37 16.57800(N)    098 39 43.85300(W) AD(       ) 3
 LH1258
 LH1258.Superseded values are not recommended for survey control.
 LH1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1258.See file dsdata.txt to determine how the superseded data were derived.
 LH1258
 LH1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2854496772(NAD 83)
 LH1258_MARKER: 53 = ELEVATED TANK
 LH1258
 LH1258  HISTORY     - Date     Condition        Report By
 LH1258  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1258
 LH1258                          STATION DESCRIPTION
 LH1258
 LH1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1258'THE STATION IS LOCATED 0.2 MILE WEST OF THE DEPOT AT THE WEST
 LH1258'EDGE OF KENESAW.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE
 LH1258'TANK PROPER AND HAS AN OVERALL HEIGHT OF ABOUT 100 FEET.  THE
 LH1258'TANK IS SILVER IN COLOR AND HAS THE BLACK LETTERING KENESAW ON
 LH1258'THE NORTH AND SOUTH SIDES.  THERE IS A SMALL STEEL PICKET FENCE
 LH1258'ENCIRCLING THE TOP OF THE TANK.
 LH1258'
 LH1258'THE TOP AND CENTER OF THE TANK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1261 ***********************************************************************
 LH1261  DESIGNATION -  KENESAW SCHOOLHOUSE CUPOLA
 LH1261  PID         -  LH1261
 LH1261  STATE/COUNTY-  NE/ADAMS
 LH1261  USGS QUAD   -  KENESAW (1969)
 LH1261
 LH1261                         *CURRENT SURVEY CONTROL
 LH1261  ___________________________________________________________________
 LH1261* NAD 83(1995)-  40 37 20.72837(N)    098 39 29.86290(W)     ADJUSTED  
 LH1261* NAVD 88     -                                                        
 LH1261  ___________________________________________________________________
 LH1261  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LH1261  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 LH1261
 LH1261  HORZ ORDER  -  THIRD
 LH1261
 LH1261.The horizontal coordinates were established by classical geodetic methods
 LH1261.and adjusted by the National Geodetic Survey in August 1997..
 LH1261
 LH1261
 LH1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1261
 LH1261.The geoid height was determined by GEOID03.
 LH1261
 LH1261;                    North         East     Units Scale Factor Converg.
 LH1261;SPC NE       -    88,492.909   613,496.367   MT  0.99977645   +0 53 20.9
 LH1261;UTM  14      - 4,496,900.092   528,901.288   MT  0.99961028   +0 13 20.9
 LH1261
 LH1261                          SUPERSEDED SURVEY CONTROL
 LH1261
 LH1261  NAD 83(1986)-  40 37 20.73563(N)    098 39 29.86284(W) AD(       ) 4
 LH1261  NAD 27      -  40 37 20.68000(N)    098 39 28.61000(W) AD(       ) 3
 LH1261
 LH1261.Superseded values are not recommended for survey control.
 LH1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1261.See file dsdata.txt to determine how the superseded data were derived.
 LH1261
 LH1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2890196900(NAD 83)
 LH1261_MARKER: 86 = CUPOLA
 LH1261
 LH1261  HISTORY     - Date     Condition        Report By
 LH1261  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1261  HISTORY     - 1935     POOR             CGS
 LH1261
 LH1261                          STATION DESCRIPTION
 LH1261
 LH1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1261'THE ORIGINAL SCHOOL HOUSE AT KENESAW HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1072 ***********************************************************************
 LH1072  DESIGNATION -  KENNEBEC
 LH1072  PID         -  LH1072
 LH1072  STATE/COUNTY-  NE/DAWSON
 LH1072  USGS QUAD   -  BUFFALO (1962)
 LH1072
 LH1072                         *CURRENT SURVEY CONTROL
 LH1072  ___________________________________________________________________
 LH1072* NAD 83(1995)-  40 57 35.90479(N)    099 45 30.77878(W)     ADJUSTED  
 LH1072* NAVD 88     -       836.     (meters)    2743.     (feet)  SCALED    
 LH1072  ___________________________________________________________________
 LH1072  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 LH1072  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 LH1072
 LH1072  HORZ ORDER  -  SECOND
 LH1072
 LH1072.The horizontal coordinates were established by classical geodetic methods
 LH1072.and adjusted by the National Geodetic Survey in August 1997..
 LH1072
 LH1072.The orthometric height was scaled from a topographic map.
 LH1072
 LH1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1072
 LH1072.The geoid height was determined by GEOID03.
 LH1072
 LH1072;                    North         East     Units Scale Factor Converg.
 LH1072;SPC NE       -   125,115.544   520,320.704   MT  0.99970367   +0 09 36.0
 LH1072;UTM  14      - 4,534,590.769   436,165.968   MT  0.99965015   -0 29 50.2
 LH1072
 LH1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1072!SPC NE       -   0.99987251  x   0.99970367  =   0.99957622
 LH1072!UTM  14      -   0.99987251  x   0.99965015  =   0.99952271
 LH1072
 LH1072|---------------------------------------------------------------------|
 LH1072| PID    Reference Object                     Distance      Geod. Az  |
 LH1072|                                                           dddmmss.s |
 LH1072| CN8918 KENNEBEC RM 2                        12.368 METERS 07626     |
 LH1072| CN8916 KENNEBEC AZ MK                                     1275545.2 |
 LH1072| LH1047 LEXINGTON MUNICIPAL STANDPIPE       APPROX.20.3 KM 1764706.2 |
 LH1072| CN8917 KENNEBEC RM 1                        11.738 METERS 33412     |
 LH1072|---------------------------------------------------------------------|
 LH1072
 LH1072                          SUPERSEDED SURVEY CONTROL
 LH1072
 LH1072  NAD 83(1986)-  40 57 35.91186(N)    099 45 30.78355(W) AD(       ) 2
 LH1072  NAD 27      -  40 57 35.88400(N)    099 45 29.37700(W) AD(       ) 2
 LH1072
 LH1072.Superseded values are not recommended for survey control.
 LH1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1072.See file dsdata.txt to determine how the superseded data were derived.
 LH1072
 LH1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3616634591(NAD 83)
 LH1072_MARKER: DS = TRIANGULATION STATION DISK
 LH1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1072
 LH1072  HISTORY     - Date     Condition        Report By
 LH1072  HISTORY     - 1951     MONUMENTED       CGS
 LH1072  HISTORY     - 1966     GOOD             CGS
 LH1072
 LH1072                          STATION DESCRIPTION
 LH1072
 LH1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1072'THE STATION IS LOCATED ABOUT 13.0 MILES NORTH OF LEXINGTON AND
 LH1072'ABOUT 8.0 MILES SOUTHWEST OF EDDYVILLE IN AN OPEN PASTURE ON THE
 LH1072'HIGHEST POINT OF A PROMINENT NORTH-SOUTH RIDGE.  145 FEET
 LH1072'SOUTHEAST OF A FENCE CORNER AND 4 FEET NORTH OF A WITNESS POST.
 LH1072'IT IS STAMPED KENNEBEC 1951 AND PROJECTS 3 INCHES.
 LH1072'
 LH1072'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE ON ABOUT THE SAME
 LH1072'ELEVATION AS THE STATION.  IT IS STAMPED KENNEBEC NO 1 1951 AND
 LH1072'PROJECTS 4 INCHES.
 LH1072'
 LH1072'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE AND IS ABOUT 2 FEET
 LH1072'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED KENNEBEC NO 2
 LH1072'1951 AND PROJECTS 3 INCHES.
 LH1072'
 LH1072'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 61.54 FEET.
 LH1072'
 LH1072'THE AZIMUTH MARK IS IN THE NORTH EDGE OF A PASTURE, 50 FEET WEST
 LH1072'OF A T FENCE CORNER, 2 FEET WEST OF A WITNESS POST AND 2 FEET
 LH1072'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED KENNEBEC 1951 AND
 LH1072'PROJECTS 3 INCHES.
 LH1072'
 LH1072'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD STATION IN
 LH1072'LEXINGTON, GO WEST ON U.S. HIGHWAY 30 FOR 0.35 MILE TO JUNCTION
 LH1072'WITH STATE HIGHWAY 21, TURN RIGHT AND GO NORTH ON STATE HIGHWAY
 LH1072'21 FOR 7.5 MILES TO A CROSSROAD AND SCHOOLHOUSE ON RIGHT, CONTINUE
 LH1072'NORTH ON STATE HIGHWAY 21 FOR 4.6 MILES TO A T FENCE CORNER AND
 LH1072'AZIMUTH MARK ON LEFT AS DESCRIBED.  TURN LEFT THROUGH GATE IN
 LH1072'NORTH-SOUTH FENCE LINE, TURN SHARP RIGHT AND GO NORTH AND
 LH1072'NORTHWEST UP HILL FOR 0.3 MILE TO TOP OF HILL, CONTINUE
 LH1072'NORTHWEST ACROSS RAVINE FOR 0.3 MILE TO NORTH END OF
 LH1072'NORTH-SOUTH RIDGE, TURN LEFT AND GO SOUTH ALONG TOP OF RIDGE
 LH1072'FOR 0.1 MILE TO HIGHEST POINT AND STATION AS DESCRIBED.
 LH1072'
 LH1072'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LH1072
 LH1072                          STATION RECOVERY (1966)
 LH1072
 LH1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1072'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LH1072'CONDITION.
 LH1072'
 LH1072'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM LEXINGTON IS
 LH1072'ADEQUATE FOR RECOVERY.
 LH1072'
 LH1072'THE AZIMUTH MARK WAS RECOVERED 75 FEET WEST OF THE WEST EDGE OF THE
 LH1072'ROAD RIGHT OF WAY, 24 FEET SOUTH OF A LOADING CHUTE AND 11 FEET
 LH1072'WEST OF A CORRAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0446 ***********************************************************************
 NO0446  DESIGNATION -  KENNEDY
 NO0446  PID         -  NO0446
 NO0446  STATE/COUNTY-  NE/CHERRY
 NO0446  USGS QUAD   -  WINDMILL LAKE (1985)
 NO0446
 NO0446                         *CURRENT SURVEY CONTROL
 NO0446  ___________________________________________________________________
 NO0446* NAD 83(1995)-  42 31 15.99489(N)    100 55 16.46747(W)     ADJUSTED  
 NO0446* NAVD 88     -      1024.0    (meters)    3360.     (feet)  VERTCON   
 NO0446  ___________________________________________________________________
 NO0446  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 NO0446  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 NO0446
 NO0446  HORZ ORDER  -  FIRST
 NO0446
 NO0446.The horizontal coordinates were established by classical geodetic methods
 NO0446.and adjusted by the National Geodetic Survey in August 1997..
 NO0446
 NO0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0446
 NO0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0446
 NO0446.The geoid height was determined by GEOID03.
 NO0446
 NO0446;                    North         East     Units Scale Factor Converg.
 NO0446;SPC NE       -   298,830.677   424,315.757   MT  0.99981579   -0 36 37.8
 NO0446;UTM  14      - 4,709,425.654   342,189.562   MT  0.99990641   -1 17 55.5
 NO0446
 NO0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0446!SPC NE       -   0.99984268  x   0.99981579  =   0.99965850
 NO0446!UTM  14      -   0.99984268  x   0.99990641  =   0.99974910
 NO0446
 NO0446|---------------------------------------------------------------------|
 NO0446| PID    Reference Object                     Distance      Geod. Az  |
 NO0446|                                                           dddmmss.s |
 NO0446| CO3838 KENNEDY RM 1                         29.111 METERS 11338     |
 NO0446| CO3837 KENNEDY AZ MK                                      1624820.2 |
 NO0446| CO3839 KENNEDY RM 2                         30.361 METERS 19404     |
 NO0446|---------------------------------------------------------------------|
 NO0446
 NO0446                          SUPERSEDED SURVEY CONTROL
 NO0446
 NO0446  NAD 83(1986)-  42 31 15.99401(N)    100 55 16.47495(W) AD(       ) 1
 NO0446  NAD 27      -  42 31 15.98200(N)    100 55 14.93200(W) AD(       ) 1
 NO0446  NGVD 29 (07/19/86) 1023.7    (m)         3359.     (f) VERT ANG       
 NO0446
 NO0446.Superseded values are not recommended for survey control.
 NO0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0446.See file dsdata.txt to determine how the superseded data were derived.
 NO0446
 NO0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4219009426(NAD 83)
 NO0446_MARKER: DS = TRIANGULATION STATION DISK
 NO0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0446
 NO0446  HISTORY     - Date     Condition        Report By
 NO0446  HISTORY     - 1933     MONUMENTED       CGS
 NO0446  HISTORY     - 1949     GOOD             CGS
 NO0446
 NO0446                          STATION DESCRIPTION
 NO0446
 NO0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0446'ABOUT 12 MILES SOUTHWEST OF SIMEON POST OFFICE AND 2 MILES WEST
 NO0446'OF KENNEDY POST OFFICE IN THE NORTHEAST QUARTER OF SEC. 2, T.
 NO0446'29 N., R. 31 W., ON LAND BELIEVED TO BE IN PIERCY PASTURE.
 NO0446'REACHED FROM SIMEON POST OFFICE BY G.P. HIGHWAY SOUTHWEST 9.0
 NO0446'MILES TO ELK FILLING STATION.  GO WEST FROM HERE 5.9 MILES.
 NO0446'STATION IS ON RIGHT HAND FROM HERE AND TRUCK CAN BE DRIVEN TO
 NO0446'WITHIN FIFTY YARDS OF IT.  IT IS ON HIGHEST POINT OF THIS
 NO0446'SAND HILL AND IS NOT VISIBLE FROM BASE.
 NO0446'
 NO0446'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION DOWN SLOPE.
 NO0446'
 NO0446'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION DOWN SLOPE.
 NO0446'MEASUREMENTS ARE SLOPE DISTANCES.  VERTICAL ANGLES TAKEN.
 NO0446'
 NO0446'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF STATION ON TOP OF
 NO0446'SMALL SAND HILL.
 NO0446'
 NO0446'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0446'BRONZE DISKS SET AS DESCRIBED.
 NO0446'
 NO0446'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NO0446
 NO0446                          STATION RECOVERY (1949)
 NO0446
 NO0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0446'THE STATION, REFERENCE MARKS, NOS 1 AND 2,
 NO0446'AND AZIMUTH MARK, RECOVERED AND FOUND IN
 NO0446'GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NO0446'
 NO0446'THE STATION IS LOCATED ABOUT 31.0 MILES SOUTH-SOUTHWEST OF
 NO0446'VALENTINE ON THE HIGHEST POINT OF A PROMINENT SAND RIDGE IN
 NO0446'A PASTURE AND ON LAND OWNED BY MR. W.W. PIERCY.  IT IS ABOUT
 NO0446'1.0 MILE WEST-NORTHWEST OF THE SWANSON RANCH AND 7 FEET SOUTH
 NO0446'OF WITNESS POST.  IT IS STAMPED KENNEDY 1933 AND PROJECTS
 NO0446'1-1/2 FEET.
 NO0446'
 NO0446'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET ON THE EAST
 NO0446'SLOPE OF THE HILL AND ABOUT 15 FEET LOWER IN ELEVATION THAN
 NO0446'STATION MARK.  IT IS STAMPED KENNEDY NO 1 1933 AND SET FLUSH
 NO0446'WITH THE GROUND SURFACE.
 NO0446'
 NO0446'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, SET ON THE SOUTH
 NO0446'SLOPE OF THE HILL AND ABOUT 15 FEET LOWER IN ELEVATION THAN
 NO0446'STATION MARK.  IT IS STAMPED KENNEDY NO 2 1933 AND SET FLUSH
 NO0446'WITH THE GROUND SURFACE.
 NO0446'
 NO0446'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH-SOUTHEAST OF THE
 NO0446'STATION, SET ON THE HIGH POINT OF A SMALL SAND HILL 1-1/2
 NO0446'FEET NORTHWEST OF WITNESS POST.  IT IS STAMPED KENNEDY AZIMUTH
 NO0446'1933 AND PROJECTS 3 INCHES.  TO REACH FROM STATION, GO
 NO0446'SOUTH-SOUTHEAST ACROSS SAND HILLS FOR ABOUT 0.4 MILE TO THE
 NO0446'MARK AS DESCRIBED.
 NO0446'
 NO0446'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND
 NO0446'83 AT THE SOUTH END OF MAIN STREET IN VALENTINE, GO EAST AND
 NO0446'SOUTHEAST ON U.S. HIGHWAYS 20 AND 83 FOR 5.2 MILES TO JUNCTION
 NO0446'OF HIGHWAYS, TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 83 FOR
 NO0446'11.4 MILES TO SURFACED ROAD RIGHT, TURN RIGHT AND FOLLOW SURFACED
 NO0446'ROAD WEST AND SOUTH FOR 13.6 MILES TO WILDLIFE REFUGE
 NO0446'HEADQUARTERS ON THE LEFT, CONTINUE ON SURFACED AND SAND ROAD FOR
 NO0446'0.6 MILES TO FORKS, BEAR LEFT CROSSING SMALL BRIDGE FOR 0.1
 NO0446'MILE TO FORKS, BEAR RIGHT AND CONTINUE ON MAIN TRACK ROAD FOR
 NO0446'1.4 MILES TO A T-ROAD LEFT AND SIGN KENNEDY CONTINUE ON
 NO0446'MAIN TRAVELED ROAD FOR 0.9 MILE TO A CATTLE GUARD, CONTINUE FOR
 NO0446'0.25 MILE TO FORKS, BEAR RIGHT FOR 0.6 MILE TO RANCH
 NO0446'HOUSE ON RIGHT, CONTINUE WEST ON MAIN ROAD FOR 0.3 MILE TO
 NO0446'T-ROAD LEFT, TURN LEFT AND GO SOUTH AND WEST ON MAIN
 NO0446'TRAVELED ROAD FOR 1.95 MILES TO WINDMILL ON RIGHT,
 NO0446'CONTINUE WESTERLY ON MAIN ROAD FOR 3.2 MILES TO FORKS, BEAR
 NO0446'RIGHT FOR 0.45 MILE TO FORKS AND ARROW POINTING NORTH TO
 NO0446'KENNEDY, BEAR LEFT ON GRADED ROAD IN A WESTERLY
 NO0446'DIRECTION FOR 4.9 MILES TO FORKS JUST BEFORE REACHING
 NO0446'SWANSONS RANCH ON THE RIGHT, BEAR LEFT AND FOLLOW TELEPHONE
 NO0446'LINE SOUTH AND WEST FOR 1.35 MILE TO A CATTLE GUARD, CROSS
 NO0446'CATTLE GUARD AND CONTINUE WEST FOR 0.2 MILE TO TELEPHONE POLE
 NO0446'NO 9 ON THE RIGHT, TURN RIGHT OFF OF ROAD AND GO NORTH 0.05
 NO0446'MILE TO A WIRE GATE, PASS THROUGH GATE AND PICK ROAD IN A
 NO0446'NORTHEASTERLY DIRECTION OVER SAND HILLS FOR ABOUT 1.0 MILE
 NO0446'TO END OF TRUCK TRAVEL AT EAST BASE OF HIGHEST HILL AND STATION
 NO0446'AS DESCRIBED.
 NO0446'
 NO0446'OBSERVATIONS MADE FROM A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0458 ***********************************************************************
 NQ0458  DESIGNATION -  KENNEDY
 NQ0458  PID         -  NQ0458
 NQ0458  STATE/COUNTY-  NE/SIOUX
 NQ0458  USGS QUAD   -  KIRTLEY (1978)
 NQ0458
 NQ0458                         *CURRENT SURVEY CONTROL
 NQ0458  ___________________________________________________________________
 NQ0458* NAD 83(1995)-  42 46 41.54520(N)    104 01 09.30503(W)     ADJUSTED  
 NQ0458* NAVD 88     -      1610.0    (meters)    5282.     (feet)  VERTCON   
 NQ0458  ___________________________________________________________________
 NQ0458  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 NQ0458  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 NQ0458
 NQ0458  HORZ ORDER  -  FIRST
 NQ0458
 NQ0458.The horizontal coordinates were established by classical geodetic methods
 NQ0458.and adjusted by the National Geodetic Survey in August 1997..
 NQ0458
 NQ0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0458
 NQ0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0458
 NQ0458.The geoid height was determined by GEOID03.
 NQ0458
 NQ0458;                    North         East     Units Scale Factor Converg.
 NQ0458;SPC NE       -   334,626.347   171,239.437   MT  0.99990585   -2 39 48.8
 NQ0458;SPC WY E     -   253,654.763   293,891.798   MT  1.00004592   +0 46 45.6
 NQ0458;UTM  13      - 4,736,651.896   580,226.436   MT  0.99967918   +0 39 58.0
 NQ0458
 NQ0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0458!SPC NE       -   0.99974999  x   0.99990585  =   0.99965587
 NQ0458!SPC WY E     -   0.99974999  x   1.00004592  =   0.99979590
 NQ0458!UTM  13      -   0.99974999  x   0.99967918  =   0.99942925
 NQ0458
 NQ0458:                Primary Azimuth Mark                     Grid Az
 NQ0458:SPC NE       -  KENNEDY AZ MK                            073 45 32.0
 NQ0458:SPC WY E     -  KENNEDY AZ MK                            070 18 57.6
 NQ0458:UTM  13      -  KENNEDY AZ MK                            070 25 45.2
 NQ0458
 NQ0458|---------------------------------------------------------------------|
 NQ0458| PID    Reference Object                     Distance      Geod. Az  |
 NQ0458|                                                           dddmmss.s |
 NQ0458| CP9743 KENNEDY AZ MK                                      0710543.2 |
 NQ0458| CP9744 KENNEDY RM 1                         16.490 METERS 12729     |
 NQ0458| CP9745 KENNEDY RM 2                         24.939 METERS 20217     |
 NQ0458|---------------------------------------------------------------------|
 NQ0458
 NQ0458                          SUPERSEDED SURVEY CONTROL
 NQ0458
 NQ0458  NAD 83(1995)-  42 46 41.54509(N)    104 01 09.30506(W) AD(       ) 1
 NQ0458  NAD 83(1986)-  42 46 41.52237(N)    104 01 09.28747(W) AD(       ) 1
 NQ0458  NAD 27      -  42 46 41.64000(N)    104 01 07.52200(W) AD(       ) 1
 NQ0458  NGVD 29 (09/11/89) 1609.3    (m)         5280.     (f) VERT ANG       
 NQ0458
 NQ0458.Superseded values are not recommended for survey control.
 NQ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0458.See file dsdata.txt to determine how the superseded data were derived.
 NQ0458
 NQ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH8022636652(NAD 83)
 NQ0458_MARKER: DS = TRIANGULATION STATION DISK
 NQ0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0458
 NQ0458  HISTORY     - Date     Condition        Report By
 NQ0458  HISTORY     - 1941     MONUMENTED       CGS
 NQ0458  HISTORY     - 1974     GOOD             USGS
 NQ0458
 NQ0458                          STATION DESCRIPTION
 NQ0458
 NQ0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NQ0458'STATION IS LOCATED ON THE HIGHEST OF A GROUP OF HILLS ON A
 NQ0458'RIDGE THAT IS ABOUT 6.5 MILES N AND 7 MILES W OF HARRISON IN
 NQ0458'THE NW 1/4 SEC. 4, T. 32 N, R. 57 W.  IT IS 3 FEET NE OF A WHITE
 NQ0458'REFERENCE POST, IS STAMPED KENNEDY 1941, AND PROJECTS 4 INCHES.
 NQ0458'
 NQ0458'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 NQ0458'ARE STANDARD DISKS SET IN CONCRETE.
 NQ0458'
 NQ0458'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A DRILL
 NQ0458'HOLE IN OUTCROPPING BEDROCK AND STAMPED KENNEDY NO. 1 1941.
 NQ0458'
 NQ0458'REFERENCE MARK NO. 2 IS STAMPED KENNEDY NO. 2 1941 AND PROJECTS
 NQ0458'6 INCHES.
 NQ0458'
 NQ0458'THE AZIMUTH MARK IS 2 FEET N OF A FENCE, 5 FEET W OF A WHITE
 NQ0458'REFERENCE POST AND 33 FEET SW OF A TELEPHONE POLE.  IT IS
 NQ0458'STAMPED KENNEDY 1941 AND PROJECTS 12 INCHES.
 NQ0458'
 NQ0458'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19
 NQ0458'AND U.S. HIGHWAY 20 ON THE N EDGE OF HARRISON GO N ON STATE
 NQ0458'HIGHWAY 19 FOR 2.5 MILES, JUST BEFORE REACHING A SCHOOLHOUSE
 NQ0458'ON THE RIGHT, TURN LEFT ON A DIRT ROAD FOR 1.2 MILES THEN GURN
 NQ0458'LEFT (W) FOR 6.4 MILES, THEN RIGHT (N) FOR 1.8 MILES TO A CATTLE
 NQ0458'GUARD, PASS THROUGH THE CATTLE GUARD AND TURN LEFT (W) ON A
 NQ0458'TRAIL ROAD THROUGH PASTURE FOR 0.4 MILE AND THE AZIMUTH MARK
 NQ0458'0.15 MILE ON THE LEFT.  CONTINUE W FOR 0.3 MILE TO A WIRE
 NQ0458'GATE, JUST BEFORD REACHING SCHOOLHOUSE ON THE RIGHT, TURN LEFT
 NQ0458'(S) THROUGH GATE AND CROSS PASTURE (SW) FOR 0.5 MILE TO THE
 NQ0458'TOP OF THE HIGHEST HILL AND THE STATION.
 NQ0458'
 NQ0458'A 64-FOOT SIGNAL AT KIRTLEY IS VISIBLE ON THE GROUND.
 NQ0458'
 NQ0458'A 4-FOOT SIGNAL AT FLUENT IS VISIBLE AT 77 FEET.
 NQ0458'
 NQ0458'A 77-FOOT SIGNAL AT DIECKMAN IS VISIBLE ON THE GROUND.
 NQ0458'
 NQ0458'A 4-FOOT SIGNAL AT TIPTON IS VISIBLE ON THE GROUND.
 NQ0458'
 NQ0458'A 24-FOOT SIGNAL AT ELLICOTT IS VISIBLE ON THE GROUND.
 NQ0458'
 NQ0458'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NQ0458
 NQ0458                          STATION RECOVERY (1974)
 NQ0458
 NQ0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NQ0458'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE
 NQ0458'HIGHWAY 29 IN THE NORTH EDGE OF HARRISON, NEBRASKA, GO NORTH ON
 NQ0458'PAVED ROAD FOR 3.2 MILSES.  TURN LEFT OFF PAVED ROAD AND FOLLOW MAIN
 NQ0458'GRADED ROAD WEST AND NORTHWEST FOR 6.6 MILES TO WHERE THE ROAD MAKES
 NQ0458'A SHARP CURVE TO THE NORTH.  CONTINUE ON NORTH FOR 0.85 MILE TO A
 NQ0458'GATE ON THE LEFT.  TURN LEFT THROUGH GATE AND FOLLOW TRACK ROAD WEST
 NQ0458'AND NORTHWEST FOR 1.5 MILES TO MICROWAVE TOWER.  THE STATION IS
 NQ0458'8.8 FEET WEST OF THE MICROWAVE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LK0483 ***********************************************************************
 LK0483  DESIGNATION -  KETTLE
 LK0483  PID         -  LK0483
 LK0483  STATE/COUNTY-  NE/PERKINS
 LK0483  USGS QUAD   -  VENANGO NE (1962)
 LK0483
 LK0483                         *CURRENT SURVEY CONTROL
 LK0483  ___________________________________________________________________
 LK0483* NAD 83(1995)-  40 56 16.29684(N)    102 00 48.52184(W)     ADJUSTED  
 LK0483* NAVD 88     -      1104.5    (meters)    3624.     (feet)  VERTCON   
 LK0483  ___________________________________________________________________
 LK0483  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 LK0483  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 LK0483
 LK0483  HORZ ORDER  -  SECOND
 LK0483
 LK0483.The horizontal coordinates were established by classical geodetic methods
 LK0483.and adjusted by the National Geodetic Survey in August 1997..
 LK0483
 LK0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0483
 LK0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0483
 LK0483.The geoid height was determined by GEOID03.
 LK0483
 LK0483;                    North         East     Units Scale Factor Converg.
 LK0483;SPC NE       -   124,605.905   330,501.569   MT  0.99970739   -1 20 03.6
 LK0483;SPC CO N     -   488,732.923 1,207,949.091   MT  1.00002873   +2 15 09.9
 LK0483;SPC CO N     - 1,603,451.26  3,963,079.64   sFT  1.00002873   +2 15 09.9
 LK0483;UTM  13      - 4,536,154.665   751,423.091   MT  1.00037810   +1 57 28.5
 LK0483;UTM  14      - 4,536,232.605   246,307.247   MT  1.00039222   -1 58 32.2
 LK0483
 LK0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0483!SPC NE       -   0.99983004  x   0.99970739  =   0.99953748
 LK0483!SPC CO N     -   0.99983004  x   1.00002873  =   0.99985877
 LK0483!UTM  13      -   0.99983004  x   1.00037810  =   1.00020808
 LK0483!UTM  14      -   0.99983004  x   1.00039222  =   1.00022219
 LK0483
 LK0483|---------------------------------------------------------------------|
 LK0483| PID    Reference Object                     Distance      Geod. Az  |
 LK0483|                                                           dddmmss.s |
 LK0483| CP8384 KETTLE RM 1                          12.547 METERS 00335     |
 LK0483| CP8385 KETTLE RM 2                          12.243 METERS 09134     |
 LK0483| CP8383 KETTLE AZ MK                                       3593246.1 |
 LK0483|---------------------------------------------------------------------|
 LK0483
 LK0483                          SUPERSEDED SURVEY CONTROL
 LK0483
 LK0483  NAD 83(1995)-  40 56 16.29696(N)    102 00 48.52240(W) AD(       ) 2
 LK0483  NAD 83(1986)-  40 56 16.29677(N)    102 00 48.52235(W) AD(       ) 2
 LK0483  NAD 27      -  40 56 16.31530(N)    102 00 46.86870(W) AD(       ) 2
 LK0483  NGVD 29 (07/19/86) 1104.0    (m)         3622.     (f) VERT ANG       
 LK0483
 LK0483.Superseded values are not recommended for survey control.
 LK0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0483.See file dsdata.txt to determine how the superseded data were derived.
 LK0483
 LK0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF5142336155(NAD 83)
 LK0483_MARKER: DS = TRIANGULATION STATION DISK
 LK0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0483_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0483
 LK0483  HISTORY     - Date     Condition        Report By
 LK0483  HISTORY     - 1963     MONUMENTED       CGS
 LK0483  HISTORY     - 1971     GOOD             USGS
 LK0483
 LK0483                          STATION DESCRIPTION
 LK0483
 LK0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0483'THE STATION IS LOCATED 14 MILES EAST-SOUTHEAST OF JULESBURG,
 LK0483'13 MILES SOUTHWEST OF BRULE, 9-1/2 MILES EAST-SOUTHEAST OF
 LK0483'BIG SPRINGS, 2 MILES EAST OF THE COLORADO-NEBRASKA STATE LINE, ON
 LK0483'THE EAST SIDE OF AN ABANDONED SECTION LINE ROAD.
 LK0483'
 LK0483'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BIG SPRINGS,
 LK0483'GO SOUTH ON AN OILED ROAD FOR 1.0 MILE TO A CROSSROAD AND THE
 LK0483'END OF THE OIL.  CONTINUE STRAIGHT AHEAD AND GO SOUTH ON A
 LK0483'GRAVELED ROAD FOR 3.2 MILES.  TURN LEFT AND AND GO EAST ON A
 LK0483'GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON
 LK0483'A GRAVELED ROAD FOR 3.0 MILES TO A SIDE ROAD LEFT.  TURN
 LK0483'LEFT AND GO EAST ON A GRAVELED ROAD FOR 2.0 MILES TO A
 LK0483'CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR
 LK0483'1.0 MILE TO WHERE MAIN ROAD TURNS LEFT.  CONTINUE STRAIGHT
 LK0483'AHEAD AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LK0483'DESCRIBED.  CONTINUES STRAIGHT AHEAD AND GO SOUTH ON A
 LK0483'TRACK ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT AS
 LK0483'DESCRIBED.
 LK0483'
 LK0483'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 LK0483'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 LK0483'KETTLE 1963.  IT IS 14 FEET EAST OF THE CENTER OF A TRACK ROAD,
 LK0483'4.8 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND 4-1/2 FEET
 LK0483'WEST-SOUTHWEST OF A CORNER POST.
 LK0483'
 LK0483'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 LK0483'10-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS
 LK0483'STAMPED KETTLE NO 1 1963.  IT IS 40 FEET NORTH OF A CORNER
 LK0483'POST, 17 FEET EAST OF THE CENTER OF A TRACK ROAD AND 1.2 FEET
 LK0483'WEST OF A NORTH-SOUTH FENCE LINE.
 LK0483'
 LK0483'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 LK0483'10-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED
 LK0483'KETTLE NO 2 1963.  IT IS 36 FEET EAST OF A CORNER POST AND 2 FEET
 LK0483'SOUTH OF AN EAST-WEST FENCE LINE.
 LK0483'
 LK0483'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 LK0483'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED
 LK0483'KETTLE 1963.  IT IS 17 FEET SOUTH OF THE CENTER OF A FARM
 LK0483'DRIVE, 12 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 2.6 FEET WEST
 LK0483'OF A POWER POLE WITH A TRANSFORMER AND A WITNESS SIGN.
 LK0483
 LK0483                          STATION RECOVERY (1971)
 LK0483
 LK0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (EEM)
 LK0483'THIS STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS
 LK0483'TO THE REFERENCE MARKS WERE NOT REMEASURED.
 LK0483'
 LK0483'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED, WITH
 LK0483'THE FOLLOWING EXCEPTION--THE EAST-WEST FENCELINE, AND CORNER
 LK0483'POSTS HAVE BEEN REMOVED.
 LK0483'
 LK0483'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LK0483'DISKS, SET IN CONCRETE POSTS.
 LK0483'
 LK0483'STATION MARK--DISK PROJECTING 0.5 FEET ABOVE GROUND, AND STAMPED
 LK0483'KETTLE 1963.
 LK0483'
 LK0483'REFERENCE MARK NO. 1--DISK IS FLUSH WITH THE GROUND, AND STAMPED
 LK0483'KETTLE NO. 1 1963.
 LK0483'
 LK0483'REFERENCE MARK NO. 2--DISK PROJECTING 0.3 FEET ABOVE GROUND, AND
 LK0483'STAMPED KETTLE NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0398 ***********************************************************************
 NO0398  DESIGNATION -  KEWANEE
 NO0398  PID         -  NO0398
 NO0398  STATE/COUNTY-  NE/CHERRY
 NO0398  USGS QUAD   -  SPARKS (1983)
 NO0398
 NO0398                         *CURRENT SURVEY CONTROL
 NO0398  ___________________________________________________________________
 NO0398* NAD 83(1995)-  42 55 05.97588(N)    100 21 42.88911(W)     ADJUSTED  
 NO0398* NAVD 88     -       804.     (meters)    2638.     (feet)  SCALED    
 NO0398  ___________________________________________________________________
 NO0398  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 NO0398  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 NO0398
 NO0398  HORZ ORDER  -  THIRD
 NO0398
 NO0398.The horizontal coordinates were established by classical geodetic methods
 NO0398.and adjusted by the National Geodetic Survey in August 1997..
 NO0398
 NO0398.The orthometric height was scaled from a topographic map.
 NO0398
 NO0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0398
 NO0398.The geoid height was determined by GEOID03.
 NO0398
 NO0398;                    North         East     Units Scale Factor Converg.
 NO0398;SPC NE       -   342,610.000   470,451.318   MT  0.99996355   -0 14 23.4
 NO0398;SPC SD S     -    64,988.534   597,666.494   MT  0.99998096   -0 01 11.0
 NO0398;SPC SD S     -   213,216.55  1,960,844.16   sFT  0.99998096   -0 01 11.0
 NO0398;UTM  14      - 4,752,644.851   388,844.970   MT  0.99975200   -0 55 39.0
 NO0398
 NO0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0398!SPC NE       -   0.99987741  x   0.99996355  =   0.99984096
 NO0398!SPC SD S     -   0.99987741  x   0.99998096  =   0.99985837
 NO0398!UTM  14      -   0.99987741  x   0.99975200  =   0.99962944
 NO0398
 NO0398:                Primary Azimuth Mark                     Grid Az
 NO0398:SPC NE       -  KEWANEE AZ MK                            003 18 18.9
 NO0398:SPC SD S     -  KEWANEE AZ MK                            003 05 06.5
 NO0398:UTM  14      -  KEWANEE AZ MK                            003 59 34.5
 NO0398
 NO0398|---------------------------------------------------------------------|
 NO0398| PID    Reference Object                     Distance      Geod. Az  |
 NO0398|                                                           dddmmss.s |
 NO0398| CO3840 KEWANEE AZ MK                                      0030355.5 |
 NO0398| CO3841 KEWANEE RM 1                         14.513 METERS 13809     |
 NO0398| CO3842 KEWANEE RM 2                         11.168 METERS 22739     |
 NO0398|---------------------------------------------------------------------|
 NO0398
 NO0398                          SUPERSEDED SURVEY CONTROL
 NO0398
 NO0398  NAD 83(1986)-  42 55 05.97811(N)    100 21 42.90186(W) AD(       ) 3
 NO0398  NAD 27      -  42 55 05.94600(N)    100 21 41.43800(W) AD(       ) 3
 NO0398
 NO0398.Superseded values are not recommended for survey control.
 NO0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0398.See file dsdata.txt to determine how the superseded data were derived.
 NO0398
 NO0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN8884552645(NAD 83)
 NO0398_MARKER: DS = TRIANGULATION STATION DISK
 NO0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0398
 NO0398  HISTORY     - Date     Condition        Report By
 NO0398  HISTORY     - 1949     MONUMENTED       CGS
 NO0398
 NO0398                          STATION DESCRIPTION
 NO0398
 NO0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0398'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE ROUTE 7,
 NO0398'ABOUT 12 MILES EAST-NORTHEAST FROM VALENTINE, ABOUT 5-1/2
 NO0398'MILES WEST-SOUTHWEST OF SPARKS, 43 FEET EAST FROM THE CENTER
 NO0398'OF THE HIGHWAY, 5 FEET SOUTHWEST OF A WITNESS POST AND 3 FEET
 NO0398'WEST OF THE FENCE LINE.  IT IS STAMPED KEWANEE 1949 AND PROJECTS
 NO0398'2 INCHES.
 NO0398'
 NO0398'REFERENCE MARK NO. 1 IS SET IN A FENCE LINE.  IT PROJECTS 3 INCHES
 NO0398'AND IS STAMPED KEWANEE NO 1 1949.
 NO0398'
 NO0398'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE.  IT
 NO0398'PROJECTS 2 INCHES AND IS STAMPED KEWANEE NO 2 1949.
 NO0398'
 NO0398'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 NO0398'IS 59.81 FEET.
 NO0398'
 NO0398'THE AZIMUTH MARK IS SET IN A FENCE CORNER, 38 FEET EAST FROM
 NO0398'THE CENTER OF THE HIGHWAY AND 2 FEET EAST OF A WITNESS POST.  IT
 NO0398'PROJECTS 3 INCHES AND IS STAMPED KEWANEE 1949.
 NO0398'
 NO0398'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO NORTH
 NO0398'AND EAST ON STATE ROUTE 7 FOR 12.15 MILES TO THE SECOND BRIDGE
 NO0398'ACROSS THE NIOBRARA RIVER.  THENCE CONTINUE ON THE HIGHWAY FOR
 NO0398'1.3 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NO0398'
 NO0398'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY
 NO0398'ON STATE ROUTE 7 FOR 0.25 MILE TO THE MARK ON THE RIGHT AS
 NO0398'DESCRIBED.
 NO0398'
 NO0398'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0376 ***********************************************************************
 LJ0376  DESIGNATION -  KEY
 LJ0376  PID         -  LJ0376
 LJ0376  STATE/COUNTY-  NE/DAWSON
 LJ0376  USGS QUAD   -  GOTHENBURG SW (1970)
 LJ0376
 LJ0376                         *CURRENT SURVEY CONTROL
 LJ0376  ___________________________________________________________________
 LJ0376* NAD 83(1995)-  40 45 56.85265(N)    100 08 17.49876(W)     ADJUSTED  
 LJ0376* NAVD 88     -       895.     (meters)    2936.     (feet)  SCALED    
 LJ0376  ___________________________________________________________________
 LJ0376  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 LJ0376  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 LJ0376
 LJ0376  HORZ ORDER  -  FIRST
 LJ0376
 LJ0376.The horizontal coordinates were established by classical geodetic methods
 LJ0376.and adjusted by the National Geodetic Survey in August 1997..
 LJ0376
 LJ0376.The orthometric height was scaled from a topographic map.
 LJ0376
 LJ0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0376
 LJ0376.The geoid height was determined by GEOID03.
 LJ0376
 LJ0376;                    North         East     Units Scale Factor Converg.
 LJ0376;SPC NE       -   103,538.435   488,334.977   MT  0.99974136   -0 05 29.7
 LJ0376;UTM  14      - 4,513,381.404   403,937.152   MT  0.99971358   -0 44 35.7
 LJ0376
 LJ0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0376!SPC NE       -   0.99986325  x   0.99974136  =   0.99960465
 LJ0376!UTM  14      -   0.99986325  x   0.99971358  =   0.99957687
 LJ0376
 LJ0376:                Primary Azimuth Mark                     Grid Az
 LJ0376:SPC NE       -  SALT LAKE CITY OMAHA AWY BN 67           053 30 09.0
 LJ0376:UTM  14      -  SALT LAKE CITY OMAHA AWY BN 67           054 09 15.0
 LJ0376
 LJ0376|---------------------------------------------------------------------|
 LJ0376| PID    Reference Object                     Distance      Geod. Az  |
 LJ0376|                                                           dddmmss.s |
 LJ0376| LH1087 SALT LAKE CITY OMAHA AWY BN 67      APPROX.20.9 KM 0532439.3 |
 LJ0376| LH1044 SALT LAKE CITY OMAHA AWY BN 68      APPROX.33.4 KM 0800402.9 |
 LJ0376| CN8926 KEY RM 1                             37.054 METERS 14202     |
 LJ0376| CN8925 KEY AZ MK                                          2202304.9 |
 LJ0376| LJ0393 FARNAM MUNICIPAL STANDPIPE          APPROX. 8.9 KM 2254802.9 |
 LJ0376| CN8927 KEY RM 2                             45.513 METERS 24003     |
 LJ0376| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX.19.2 KM 3543347.2 |
 LJ0376| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX.17.4 KM 3543654.1 |
 LJ0376|---------------------------------------------------------------------|
 LJ0376
 LJ0376                          SUPERSEDED SURVEY CONTROL
 LJ0376
 LJ0376  NAD 83(1986)-  40 45 56.85901(N)    100 08 17.50434(W) AD(       ) 1
 LJ0376  NAD 27      -  40 45 56.82841(N)    100 08 16.03619(W) AD(       ) 1
 LJ0376
 LJ0376.Superseded values are not recommended for survey control.
 LJ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0376.See file dsdata.txt to determine how the superseded data were derived.
 LJ0376
 LJ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0393713381(NAD 83)
 LJ0376_MARKER: DS = TRIANGULATION STATION DISK
 LJ0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0376_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LJ0376
 LJ0376  HISTORY     - Date     Condition        Report By
 LJ0376  HISTORY     - 1934     MONUMENTED       CGS
 LJ0376  HISTORY     - 1951     GOOD             CGS
 LJ0376
 LJ0376                          STATION DESCRIPTION
 LJ0376
 LJ0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0376'STATION IS LOCATED IN SE 1/4 NW 1/4 SEC. 11, T. 9 N., R. 25 W.,
 LJ0376'KEYSTONE TOWNSHIP, ON PROPERTY OF THE PETERSON ESTATE AND
 LJ0376'OCCUPIED BY A.O. HEUMPHEUS.
 LJ0376'
 LJ0376'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 LJ0376'HIGHWAY 47 IN GOTHENBURG, GO SOUTH ON STATE HIGHWAY 47 FOR 12.1
 LJ0376'MILES THENCE LEFT (EAST) 1.0 MILE, THENCE LEFT (NORTH) 0.6
 LJ0376'MILE, THENCE RIGHT (EAST) INTO HEUMPHEUS YARD.  CONTINUE EAST
 LJ0376'PAST HOUSE ALONG NORTH SIDE OF EAST-WEST FENCE 0.2 MILE, THENCE
 LJ0376'LEFT (NORTH) 0.05 MILE TO GATE.  TURN RIGHT (EAST) THROUGH
 LJ0376'GATE AND GO 0.3 MILE ACROSS FIELD TO HIGHEST GROUND AND
 LJ0376'STATION.
 LJ0376'
 LJ0376'REFERENCE MARK NO. 1 IS 121.60 FEET (37.063 METERS) SOUTHEAST
 LJ0376'OF STATION AND PROJECTS 5 INCHES ABOVE GROUND.
 LJ0376'
 LJ0376'REFERENCE NO. 2 IS 149.36 FEET (45.525 METERS) SOUTHWEST OF
 LJ0376'STATION AND PROJECTS 5 INCHES ABOVE GROUND.
 LJ0376'
 LJ0376'AZIMUTH MARK IS LOCATED 0.7 MILE SOUTHWEST BY SOUTH OF STATION,
 LJ0376'1 FOOT WEST OF FENCE, 136 FEET EAST OF SOUTHEAST CORNER OF
 LJ0376'SCHOOLHOUSE.  TO REACH FROM STATION, GO WEST 0.3 MILE ACROSS
 LJ0376'FIELD TO GATE, THENCE LEFT (SOUTH) 0.05 MILE, THENCE RIGHT
 LJ0376'(WEST) 0.2 MILE ALONG FENCE TO HOUSE, THENCE LEFT (SOUTH) ONTO
 LJ0376'ROAD.  GO 0.6 MILE TO SCHOOLHOUSE AND MARK ON EAST SIDE OF
 LJ0376'SCHOOL YARD.
 LJ0376'
 LJ0376'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 LJ0376
 LJ0376                          STATION RECOVERY (1951)
 LJ0376
 LJ0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0376'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 LJ0376'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LJ0376'A DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE MARK NO.
 LJ0376'1 AND THE AZIMUTH MARK.
 LJ0376'
 LJ0376'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0376'
 LJ0376'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTH OF GOTHENBURG
 LJ0376'AND ABOUT 6.0 MILES NORTHEAST OF FARNAM ON THE HIGHEST POINT
 LJ0376'OF A PROMINENT HILL.  IT IS STAMPED KEY 1934 AND PROJECTS
 LJ0376'4 INCHES.
 LJ0376'
 LJ0376'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE AND IS ON THE SAME
 LJ0376'ELEVATION AS THE STATION.  IT IS STAMPED KEY NO 1 1934 AND
 LJ0376'PROJECTS 4 INCHES.
 LJ0376'
 LJ0376'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE AND IS ABOUT 1 FOOT
 LJ0376'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED KEY NO 2 1934
 LJ0376'AND PROJECTS 5 INCHES.
 LJ0376'
 LJ0376'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 205.20 FEET.
 LJ0376'
 LJ0376'THE AZIMUTH MARK IS IN THE EAST EDGE OF A SCHOOLYARD, 120
 LJ0376'FEET EAST OF THE SOUTHEAST CORNER OF SCHOOLHOUSE, 2 FEET NORTH
 LJ0376'OF A WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 LJ0376'IT IS STAMPED KEY AZI 1934 AND PROJECTS 3 INCHES.
 LJ0376'
 LJ0376'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD STATION
 LJ0376'IN GOTHENBURG, GO SOUTH ON STATE HIGHWAY 47 FOR 11.4 MILES
 LJ0376'TO A CATTLE GUARD ON LEFT, (CONTINUE SOUTH FOR 0.5 MILE TO A
 LJ0376'CROSSROAD, TURN LEFT AND GO EAST FOR 1.0 MILE TO A SCHOOLYARD
 LJ0376'ON LEFT AND AZIMUTH MARK IN EAST EDGE OF YARD AS DESCRIBED.)
 LJ0376'TURN LEFT THROUGH CATTLE GUARD AND GO EAST AND NORTH ON DIRT
 LJ0376'ROAD FOR 0.9 MILE TO A FARMHOUSE ON LEFT.  TURN RIGHT AND GO
 LJ0376'SOUTHEAST ON TRACK ROAD FOR 0.5 MILE TO A GATE IN NORTH-SOUTH
 LJ0376'FENCE LINE, PASS THROUGH GATE AND GO EAST ACROSS PASTURE FOR
 LJ0376'0.6 MILE TO HIGHEST POINT OF HILL AND STATION AS
 LJ0376'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0711 ***********************************************************************
 NP0711  DESIGNATION -  KIDWELL
 NP0711  PID         -  NP0711
 NP0711  STATE/COUNTY-  NE/BOX BUTTE
 NP0711  USGS QUAD   -  SCHOOL NO.7 (1948)
 NP0711
 NP0711                         *CURRENT SURVEY CONTROL
 NP0711  ___________________________________________________________________
 NP0711* NAD 83(1995)-  42 14 55.68599(N)    103 05 19.51308(W)     ADJUSTED  
 NP0711* NAVD 88     -      1302.     (meters)    4272.     (feet)  SCALED    
 NP0711  ___________________________________________________________________
 NP0711  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 NP0711  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 NP0711
 NP0711  HORZ ORDER  -  FIRST
 NP0711
 NP0711.The horizontal coordinates were established by classical geodetic methods
 NP0711.and adjusted by the National Geodetic Survey in August 1997..
 NP0711
 NP0711.The orthometric height was scaled from a topographic map.
 NP0711
 NP0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0711
 NP0711.The geoid height was determined by GEOID03.
 NP0711
 NP0711;                    North         East     Units Scale Factor Converg.
 NP0711;SPC NE       -   272,737.649   245,213.498   MT  0.99974265   -2 02 48.9
 NP0711;UTM  13      - 4,679,169.442   657,669.651   MT  0.99990588   +1 17 07.1
 NP0711
 NP0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0711!SPC NE       -   0.99979878  x   0.99974265  =   0.99954148
 NP0711!UTM  13      -   0.99979878  x   0.99990588  =   0.99970468
 NP0711
 NP0711|---------------------------------------------------------------------|
 NP0711| PID    Reference Object                     Distance      Geod. Az  |
 NP0711|                                                           dddmmss.s |
 NP0711| CP9747 KIDWELL RM 1                         21.303 METERS 03850     |
 NP0711| CP9746 KIDWELL AZ MK                                      0894426.0 |
 NP0711| NP0651 BEREA DEAVER ELEVATOR CO ELEV       APPROX.10.0 KM 1130451.8 |
 NP0711| CP9748 KIDWELL RM 2                         22.163 METERS 27114     |
 NP0711|---------------------------------------------------------------------|
 NP0711
 NP0711                          SUPERSEDED SURVEY CONTROL
 NP0711
 NP0711  NAD 83(1995)-  42 14 55.68590(N)    103 05 19.51315(W) AD(       ) 1
 NP0711  NAD 83(1986)-  42 14 55.68423(N)    103 05 19.51085(W) AD(       ) 1
 NP0711  NAD 27      -  42 14 55.82200(N)    103 05 17.78800(W) AD(       ) 1
 NP0711
 NP0711.Superseded values are not recommended for survey control.
 NP0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0711.See file dsdata.txt to determine how the superseded data were derived.
 NP0711
 NP0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5767079169(NAD 83)
 NP0711_MARKER: DB = BENCH MARK DISK
 NP0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0711
 NP0711  HISTORY     - Date     Condition        Report By
 NP0711  HISTORY     - 1946     MONUMENTED       USGS
 NP0711
 NP0711                          STATION DESCRIPTION
 NP0711
 NP0711'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0711'STATION IS LOCATED 6 MILES WEST-NORTHWEST OF BEREA, 0.25 MILE
 NP0711'NORTHEAST OF A SCHOOL HOUSE, 27 FEET SOUTH OF THE CENTERLINE
 NP0711'OF A GRAVEL ROAD AND 12 INCHES NORTH OF A FENCE LINE.  IT IS
 NP0711'A STANDARD USGS BM DISK SET IN A 5-INCH BY 5-INCH CONCRETE
 NP0711'POST THAT PROJECTS 2 INCHES.  IT IS STAMPED KIDWELL.
 NP0711'
 NP0711'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE CENTERLINE OF
 NP0711'THE GRAVEL ROAD AND 18 INCHES SOUTH OF A WIRE FENCE.  IT IS
 NP0711'STAMPED KIDWELL USGS NO 1 1946 AND PROJECTS 6 INCHES.
 NP0711'
 NP0711'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF THE CENTERLINE OF THE
 NP0711'GRAVEL ROAD AND 1 FOOT NORTH OF THE FENCE LINE.  IT IS STAMPED
 NP0711'KIDWELL USGS NO 2 1946 AND PROJECTS 6 INCHES.
 NP0711'
 NP0711'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTERLINE OF THE
 NP0711'GRAVEL ROAD AND 18 INCHES SOUTH OF A WIRE FENCE.  IT IS A
 NP0711'STANDARD USGS BM DISK SET IN A 5-INCH BY 5-INCH CONCRETE POST
 NP0711'THAT PROJECTS 4 INCHES.  IT IS STAMPED TT 17 C 1945
 NP0711'
 NP0711'TO REACH THE STATION FROM THE SCHOOL HOUSE AT THE NORTH EDGE
 NP0711'OF BEREA, GO NORTHWEST ON STATE HIGHWAY NO. 2 FOR 2.55 MILES TO
 NP0711'A CROSSROAD.  THEN LEFT, WEST, FOR 2.55 MILES TO THE AZIMUTH
 NP0711'MARK ON THE RIGHT.  CONTINUE WEST FOR 1.75 MILES TO THE STATION
 NP0711'ON THE LEFT.
 NP0711'
 NP0711'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0246 ***********************************************************************
 MN0246  DESIGNATION -  KIMBALL
 MN0246  PID         -  MN0246
 MN0246  STATE/COUNTY-  NE/KIMBALL
 MN0246  USGS QUAD   -  KIMBALL (1972)
 MN0246
 MN0246                         *CURRENT SURVEY CONTROL
 MN0246  ___________________________________________________________________
 MN0246* NAD 83(1995)-  41 12 30.34710(N)    103 40 04.33939(W)     ADJUSTED  
 MN0246* NAVD 88     -      1507.152  (meters)    4944.71   (feet)  ADJUSTED  
 MN0246  ___________________________________________________________________
 MN0246  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 MN0246  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 MN0246  DYNAMIC HT  -        1506.045 (meters)    4941.08  (feet)  COMP
 MN0246  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 MN0246
 MN0246  HORZ ORDER  -  SECOND
 MN0246  VERT ORDER  -  SECOND    CLASS 0
 MN0246
 MN0246.The horizontal coordinates were established by classical geodetic methods
 MN0246.and adjusted by the National Geodetic Survey in August 1997..
 MN0246
 MN0246.The orthometric height was determined by differential leveling
 MN0246.and adjusted by the National Geodetic Survey in June 1991..
 MN0246
 MN0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0246
 MN0246.The geoid height was determined by GEOID03.
 MN0246
 MN0246.The dynamic height is computed by dividing the NAVD 88
 MN0246.geopotential number by the normal gravity value computed on the
 MN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0246.degrees latitude (g = 980.6199 gals.).
 MN0246
 MN0246.The modeled gravity was interpolated from observed gravity values.
 MN0246
 MN0246;                    North         East     Units Scale Factor Converg.
 MN0246;SPC NE       -   159,193.051   192,570.231   MT  0.99967199   -2 25 50.5
 MN0246;UTM  13      - 4,562,750.564   611,681.677   MT  0.99975350   +0 52 39.7
 MN0246
 MN0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0246!SPC NE       -   0.99976659  x   0.99967199  =   0.99943865
 MN0246!UTM  13      -   0.99976659  x   0.99975350  =   0.99952014
 MN0246
 MN0246:                Primary Azimuth Mark                     Grid Az
 MN0246:SPC NE       -  KIMBALL MOTOROLA COMMUM MAST             005 38 56.6
 MN0246:UTM  13      -  KIMBALL MOTOROLA COMMUM MAST             002 20 26.4
 MN0246
 MN0246|---------------------------------------------------------------------|
 MN0246| PID    Reference Object                     Distance      Geod. Az  |
 MN0246|                                                           dddmmss.s |
 MN0246| MN0582 KIMBALL MOTOROLA COMMUM MAST        APPROX. 8.2 KM 0031306.1 |
 MN0246| MN0247 KIMBALL RM 1                          9.854 METERS 00506     |
 MN0246| MN0604 KIMBALL NEFF TRUCKING RAD MAST      APPROX. 1.7 KM 0180702.0 |
 MN0246| MN0591 KIMBALL COLLIER TV MICROWAVE        APPROX. 3.9 KM 0711838.1 |
 MN0246| MN0600 AIRPORT BEACON KIMBALL MUN APT      APPROX. 1.9 KM 1912759.1 |
 MN0246| MN0614 OLIVER                              APPROX.11.3 KM 2543409.4 |
 MN0246| MN0248 KIMBALL RM 2                         11.216 METERS 27235     |
 MN0246| MN0601 KIMBALL YOUNG EXCAVATING MAST       164.637 METERS 34901     |
 MN0246|---------------------------------------------------------------------|
 MN0246
 MN0246                          SUPERSEDED SURVEY CONTROL
 MN0246
 MN0246  NAD 83(1995)-  41 12 30.34619(N)    103 40 04.33920(W) AD(       ) 2
 MN0246  NAD 83(1986)-  41 12 30.33959(N)    103 40 04.33899(W) AD(       ) 2
 MN0246  NAD 27      -  41 12 30.40830(N)    103 40 02.55090(W) AD(       ) 2
 MN0246  NGVD 29 (??/??/92) 1506.452  (m)         4942.42   (f) ADJ UNCH    2 0
 MN0246
 MN0246.Superseded values are not recommended for survey control.
 MN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0246.See file dsdata.txt to determine how the superseded data were derived.
 MN0246
 MN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1168262751(NAD 83)
 MN0246_MARKER: DS = TRIANGULATION STATION DISK
 MN0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0246_STAMPING: KIMBALL 1960
 MN0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0246
 MN0246  HISTORY     - Date     Condition        Report By
 MN0246  HISTORY     - 1960     MONUMENTED       CGS
 MN0246  HISTORY     - 1960     GOOD             CGS
 MN0246  HISTORY     - 1963     GOOD             CGS
 MN0246  HISTORY     - 1985     GOOD             DMA
 MN0246
 MN0246                          STATION DESCRIPTION
 MN0246
 MN0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0246'THE STATION IS LOCATED 2 MILES SOUTH OF KIMBALL AT A FARM
 MN0246'HOME OWNED BY MR. EARL YUNG.  IT IS THE HIGHEST POINT IN
 MN0246'THE VICINITY, NEAR THE SOUTHWEST CORNER OF A CONCRETE GARAGE
 MN0246'IN THE SE. 1/4 OF SECTION 6, T. 15 W., R. 55 W.
 MN0246'
 MN0246'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0246'AND STATE HIGHWAY 29 IN KIMBALL GO SOUTH ON STATE HIGHWAY 29
 MN0246'FOR 2 MILES TO A CROSSROAD.  TURN RIGHT, WEST, AND GO 0.1
 MN0246'MILE TO A DRIVEWAY RIGHT LEADING TO A FARM HOUSE.  TURN RIGHT
 MN0246'AND GO 0.1 MILE TO THE STATION ON THE LEFT NEAR THE SOUTHWEST
 MN0246'CORNER OF A CONCRETE GARAGE.
 MN0246'
 MN0246'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MN0246'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES AND
 MN0246'IS STAMPED KIMBALL 1960.  IT IS 10 FEET WEST OF THE SOUTHWEST
 MN0246'CORNER OF A CONCRETE GARAGE.
 MN0246'
 MN0246'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0246'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 MN0246'AND IS STAMPED KIMBALL NO 1 1960.  IT IS 10-1/2 FEET SOUTHWEST
 MN0246'OF THE NORTHWEST CORNER OF A CONCRETE GARAGE.
 MN0246'
 MN0246'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0246'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 MN0246'AND IS STAMPED KIMBALL NO 2 1960.  IT IS 38 FEET WEST OF THE
 MN0246'SOUTHWEST CORNER OF A CONCRETE GARAGE.
 MN0246'
 MN0246'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 50.05 FEET.
 MN0246'
 MN0246'THERE WAS NO AZIMUTH MARK ESTABLISHED AT THIS STATION.
 MN0246'
 MN0246'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 MN0246
 MN0246                          STATION RECOVERY (1960)
 MN0246
 MN0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MN0246'2.8 MI SSW FROM KIMBALL.
 MN0246'0.1 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT KIMBALL,
 MN0246'NEBRASKA, THENCE 1.9 MILES SOUTH ALONG STATE HIGHWAY 29, THENCE
 MN0246'0.2 MILES WEST ALONG DIRT ROAD, THENCE 0.1 MILE ALONG DIRT ROAD
 MN0246'LEADING TO A FARM HOUSE, 10 FEET WEST OF THE SOUTHWEST CORNER OF A
 MN0246'CONCRETE BUILDING.
 MN0246
 MN0246                          STATION RECOVERY (1963)
 MN0246
 MN0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0246'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 MN0246'FOUND TO BE IN GOOD CONDITION.
 MN0246'
 MN0246'THE 1960 DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF STATE
 MN0246'HIGHWAY 29.  IT IS NOW STATE HIGHWAY 71.
 MN0246
 MN0246                          STATION RECOVERY (1985)
 MN0246
 MN0246'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (CW)
 MN0246'KIMBALL 1960 FOUND GOOD.
 MN0246'KIMBALL NO 1 1960 FOUND GOOD.
 MN0246'KIMBALL NO 2 1960 NOT RECOVERED AFTER BRIEF SEARCH.
 MN0246'
 MN0246'THE DESCRIPTIONS OF 1960 AND 1963 ARE ADEQUATE.  THE RIGHT, WEST TURN
 MN0246'OFF STATE HIGHWAY 71 IS 0.6 MILE SOUTH OF THE INTERSECTION OF
 MN0246'HIGHWAY 71 AND INTERSTATE HIGHWAY 80.  THE FARMHOUSE MENTIONED IS
 MN0246'NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0244 ***********************************************************************
 MN0244  DESIGNATION -  KIMBALL
 MN0244  PID         -  MN0244
 MN0244  STATE/COUNTY-  NE/KIMBALL
 MN0244  USGS QUAD   -  KIMBALL (1972)
 MN0244
 MN0244                         *CURRENT SURVEY CONTROL
 MN0244  ___________________________________________________________________
 MN0244* NAD 83(1986)-  41 14 01.     (N)    103 39 39.     (W)     SCALED    
 MN0244* NAVD 88     -      1438.507  (meters)    4719.50   (feet)  ADJUSTED  
 MN0244  ___________________________________________________________________
 MN0244  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 MN0244  DYNAMIC HT  -        1437.463 (meters)    4716.08  (feet)  COMP
 MN0244  MODELED GRAV-     979,847.3   (mgal)                       NAVD 88
 MN0244
 MN0244  VERT ORDER  -  SECOND    CLASS 0
 MN0244
 MN0244.The horizontal coordinates were scaled from a topographic map and have
 MN0244.an estimated accuracy of +/- 6 seconds.
 MN0244
 MN0244.The orthometric height was determined by differential leveling
 MN0244.and adjusted by the National Geodetic Survey in June 1991..
 MN0244
 MN0244.The geoid height was determined by GEOID03.
 MN0244
 MN0244.The dynamic height is computed by dividing the NAVD 88
 MN0244.geopotential number by the normal gravity value computed on the
 MN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0244.degrees latitude (g = 980.6199 gals.).
 MN0244
 MN0244.The modeled gravity was interpolated from observed gravity values.
 MN0244
 MN0244;                    North         East    Units  Estimated Accuracy
 MN0244;SPC NE       -   161,960.      193,280.      MT  (+/- 180 meters Scaled)
 MN0244
 MN0244                          SUPERSEDED SURVEY CONTROL
 MN0244
 MN0244  NGVD 29 (??/??/92) 1437.815  (m)         4717.23   (f) ADJ UNCH    2 0
 MN0244
 MN0244.Superseded values are not recommended for survey control.
 MN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0244.See file dsdata.txt to determine how the superseded data were derived.
 MN0244
 MN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF122655(NAD 83)
 MN0244_MARKER: DB = BENCH MARK DISK
 MN0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0244_STAMPING: KIMBALL 1934
 MN0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0244+STABILITY: SURFACE MOTION
 MN0244
 MN0244  HISTORY     - Date     Condition        Report By
 MN0244  HISTORY     - 1934     MONUMENTED       CGS
 MN0244  HISTORY     - 1960     GOOD             NGS
 MN0244
 MN0244                          STATION DESCRIPTION
 MN0244
 MN0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0244'AT KIMBALL.
 MN0244'AT KIMBALL, KIMBALL COUNTY, AT THE CITY PARK, ABOUT 173 FEET SOUTH
 MN0244'OF EAST FOURTH STREET, ABOUT 149 FEET NORTHWEST OF THE NORTHWEST
 MN0244'CORNER OF A BANDSTAND, AND ABOUT 133 FEET EAST OF THE CENTER LINE
 MN0244'OF SOUTH WALNUT STREET.  A STANDARD DISK, STAMPED KIMBALL 1934 AND
 MN0244'SET IN THE TOP OF A CONCRETE POST.
 MN0244
 MN0244                          STATION RECOVERY (1960)
 MN0244
 MN0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MN0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0591 ***********************************************************************
 MN0591  DESIGNATION -  KIMBALL COLLIER TV MICROWAVE
 MN0591  PID         -  MN0591
 MN0591  STATE/COUNTY-  NE/KIMBALL
 MN0591  USGS QUAD   -  OWASCO (1972)
 MN0591
 MN0591                         *CURRENT SURVEY CONTROL
 MN0591  ___________________________________________________________________
 MN0591* NAD 83(1995)-  41 13 10.81651(N)    103 37 25.77650(W)     ADJUSTED  
 MN0591* NAVD 88     -                                                        
 MN0591  ___________________________________________________________________
 MN0591  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 MN0591  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 MN0591
 MN0591  HORZ ORDER  -  THIRD
 MN0591
 MN0591.The horizontal coordinates were established by classical geodetic methods
 MN0591.and adjusted by the National Geodetic Survey in August 1997..
 MN0591
 MN0591
 MN0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0591
 MN0591.The geoid height was determined by GEOID03.
 MN0591
 MN0591;                    North         East     Units Scale Factor Converg.
 MN0591;SPC NE       -   160,284.327   196,312.089   MT  0.99967100   -2 24 05.4
 MN0591;UTM  13      - 4,564,056.080   615,354.640   MT  0.99976377   +0 54 24.9
 MN0591
 MN0591                          SUPERSEDED SURVEY CONTROL
 MN0591
 MN0591  NAD 83(1995)-  41 13 10.81571(N)    103 37 25.77670(W) AD(       ) 4
 MN0591  NAD 83(1986)-  41 13 10.80854(N)    103 37 25.77333(W) AD(       ) 4
 MN0591  NAD 27      -  41 13 10.87800(N)    103 37 23.98900(W) AD(       ) 3
 MN0591
 MN0591.Superseded values are not recommended for survey control.
 MN0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0591.See file dsdata.txt to determine how the superseded data were derived.
 MN0591
 MN0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1535564056(NAD 83)
 MN0591_MARKER: 42 = RADIO/TV MAST
 MN0591
 MN0591  HISTORY     - Date     Condition        Report By
 MN0591  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0591
 MN0591                          STATION DESCRIPTION
 MN0591
 MN0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0591'THE STATION IS THE LIGHT ATOP THE TOWER WHICH IS LOCATED 1-1/2
 MN0591'MILE EAST OF KIMBALL AND 0.1 MILE SOUTH OF U.S. HIGHWAY 30.
 MN0591'
 MN0591'THE TOWER IS A SLENDER, GUYED STEEL STRUCTURE, PAINTED ALTERNATELY
 MN0591'RED AND WHITE, HAS A MESH REFLECTOR ON THE EAST SIDE AND NEAR
 MN0591'THE TOP AND A SMALL ANTENNA ON THE TOP.  IT IS 300 FEET IN HEIGHT.
 MN0591'
 MN0591'THE SINGLE RED LIGHT ATOP THE MAST WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0582 ***********************************************************************
 MN0582  DESIGNATION -  KIMBALL MOTOROLA COMMUM MAST
 MN0582  PID         -  MN0582
 MN0582  STATE/COUNTY-  NE/KIMBALL
 MN0582  USGS QUAD   -  BENNETT RESERVOIR WEST (1979)
 MN0582
 MN0582                         *CURRENT SURVEY CONTROL
 MN0582  ___________________________________________________________________
 MN0582* NAD 83(1995)-  41 16 57.04824(N)    103 39 44.45868(W)     ADJUSTED  
 MN0582* NAVD 88     -                                                        
 MN0582  ___________________________________________________________________
 MN0582  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 MN0582  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 MN0582
 MN0582  HORZ ORDER  -  THIRD
 MN0582
 MN0582.The horizontal coordinates were established by classical geodetic methods
 MN0582.and adjusted by the National Geodetic Survey in August 1997..
 MN0582
 MN0582
 MN0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0582
 MN0582.The geoid height was determined by GEOID03.
 MN0582
 MN0582;                    North         East     Units Scale Factor Converg.
 MN0582;SPC NE       -   167,390.958   193,381.126   MT  0.99966615   -2 25 37.3
 MN0582;UTM  13      - 4,570,982.309   612,018.055   MT  0.99975443   +0 52 57.5
 MN0582
 MN0582                          SUPERSEDED SURVEY CONTROL
 MN0582
 MN0582  NAD 83(1995)-  41 16 57.04754(N)    103 39 44.45817(W) AD(       ) 4
 MN0582  NAD 83(1986)-  41 16 57.04020(N)    103 39 44.45715(W) AD(       ) 4
 MN0582  NAD 27      -  41 16 57.11200(N)    103 39 42.67100(W) AD(       ) 3
 MN0582
 MN0582.Superseded values are not recommended for survey control.
 MN0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0582.See file dsdata.txt to determine how the superseded data were derived.
 MN0582
 MN0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1201870982(NAD 83)
 MN0582_MARKER: 42 = RADIO/TV MAST
 MN0582
 MN0582  HISTORY     - Date     Condition        Report By
 MN0582  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0582
 MN0582                          STATION DESCRIPTION
 MN0582
 MN0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0582'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS LOCATED 3 MILES
 MN0582'NORTH OF KIMBALL AND ALONG THE EAST SIDE OF STATE HIGHWAY 71.
 MN0582'
 MN0582'THE MAST IS A TALL, SLENDER GUYED STEEL STRUCTURE, PAINTED
 MN0582'ALTERNATELY RED AND WHITE, HAS A NUMBER OF SMALL ANTENNAS ALONG
 MN0582'THE SIDE AND NEAR THE TOP AND 300 FEET IN HEIGHT.
 MN0582'
 MN0582'THE SINGLE RED LIGHT ATOP THE MAST WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0604 ***********************************************************************
 MN0604  DESIGNATION -  KIMBALL NEFF TRUCKING RAD MAST
 MN0604  PID         -  MN0604
 MN0604  STATE/COUNTY-  NE/KIMBALL
 MN0604  USGS QUAD   -  KIMBALL (1972)
 MN0604
 MN0604                         *CURRENT SURVEY CONTROL
 MN0604  ___________________________________________________________________
 MN0604* NAD 83(1995)-  41 13 21.46431(N)    103 39 42.18792(W)     ADJUSTED  
 MN0604* NAVD 88     -                                                        
 MN0604  ___________________________________________________________________
 MN0604  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 MN0604  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 MN0604
 MN0604  HORZ ORDER  -  THIRD
 MN0604
 MN0604.The horizontal coordinates were established by classical geodetic methods
 MN0604.and adjusted by the National Geodetic Survey in August 1997..
 MN0604
 MN0604
 MN0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0604
 MN0604.The geoid height was determined by GEOID03.
 MN0604
 MN0604;                    North         East     Units Scale Factor Converg.
 MN0604;SPC NE       -   160,746.196   193,152.409   MT  0.99967075   -2 25 35.8
 MN0604;UTM  13      - 4,564,334.851   612,173.289   MT  0.99975486   +0 52 55.2
 MN0604
 MN0604                          SUPERSEDED SURVEY CONTROL
 MN0604
 MN0604  NAD 83(1995)-  41 13 21.46351(N)    103 39 42.18759(W) AD(       ) 4
 MN0604  NAD 83(1986)-  41 13 21.45667(N)    103 39 42.18628(W) AD(       ) 4
 MN0604  NAD 27      -  41 13 21.52600(N)    103 39 40.39900(W) AD(       ) 3
 MN0604
 MN0604.Superseded values are not recommended for survey control.
 MN0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0604.See file dsdata.txt to determine how the superseded data were derived.
 MN0604
 MN0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1217364335(NAD 83)
 MN0604_MARKER: 42 = RADIO/TV MAST
 MN0604
 MN0604  HISTORY     - Date     Condition        Report By
 MN0604  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0604
 MN0604                          STATION DESCRIPTION
 MN0604
 MN0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0604'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS LOCATED 1 MILE
 MN0604'SOUTH OF KIMBALL AND 0.1 MILE EAST OF STATE HIGHWAY 71.
 MN0604'
 MN0604'THE MAST IS A SLENDER, GUYED STEEL STRUCTURE, PAINTED ALTERNATELY
 MN0604'RED AND WHITE WITH A NUMBER OF ANTENNAS ALONG THE SIDES AND
 MN0604'NEAR THE TOP AND 280 FEET IN HEIGHT.  THE SINGLE RED LIGHT ON
 MN0604'TOP WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0247 ***********************************************************************
 MN0247  DESIGNATION -  KIMBALL RM 1
 MN0247  PID         -  MN0247
 MN0247  STATE/COUNTY-  NE/KIMBALL
 MN0247  USGS QUAD   -  KIMBALL (1972)
 MN0247
 MN0247                         *CURRENT SURVEY CONTROL
 MN0247  ___________________________________________________________________
 MN0247* NAD 83(1986)-  41 12 30.     (N)    103 40 04.     (W)     SCALED    
 MN0247* NAVD 88     -      1507.227  (meters)    4944.96   (feet)  ADJUSTED  
 MN0247  ___________________________________________________________________
 MN0247  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 MN0247  DYNAMIC HT  -        1506.120 (meters)    4941.33  (feet)  COMP
 MN0247  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 MN0247
 MN0247  VERT ORDER  -  SECOND    CLASS 0
 MN0247
 MN0247.The horizontal coordinates were scaled from a topographic map and have
 MN0247.an estimated accuracy of +/- 6 seconds.
 MN0247
 MN0247.The orthometric height was determined by differential leveling
 MN0247.and adjusted by the National Geodetic Survey in June 1991..
 MN0247
 MN0247.The geoid height was determined by GEOID03.
 MN0247
 MN0247.The dynamic height is computed by dividing the NAVD 88
 MN0247.geopotential number by the normal gravity value computed on the
 MN0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0247.degrees latitude (g = 980.6199 gals.).
 MN0247
 MN0247.The modeled gravity was interpolated from observed gravity values.
 MN0247
 MN0247;                    North         East    Units  Estimated Accuracy
 MN0247;SPC NE       -   159,180.      192,580.      MT  (+/- 180 meters Scaled)
 MN0247
 MN0247                          SUPERSEDED SURVEY CONTROL
 MN0247
 MN0247  NGVD 29 (??/??/92) 1506.526  (m)         4942.66   (f) ADJ UNCH    2 0
 MN0247
 MN0247.Superseded values are not recommended for survey control.
 MN0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0247.See file dsdata.txt to determine how the superseded data were derived.
 MN0247
 MN0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF116627(NAD 83)
 MN0247_MARKER: DR = REFERENCE MARK DISK
 MN0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0247_STAMPING: KIMBALL NO 1 1960
 MN0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0247+STABILITY: SURFACE MOTION
 MN0247
 MN0247  HISTORY     - Date     Condition        Report By
 MN0247  HISTORY     - 1960     MONUMENTED       CGS
 MN0247
 MN0247                          STATION DESCRIPTION
 MN0247
 MN0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MN0247'2.8 MI SSW FROM KIMBALL.
 MN0247'0.1 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT KIMBALL,
 MN0247'NEBRASKA, THENCE 1.9 MILES SOUTH ALONG STATE HIGHWAY 29, THENCE
 MN0247'0.2 MILE WEST ALONG DIRT ROAD, THENCE 0.1 MILE ALONG DIRT ROAD
 MN0247'LEADING TO A FARMHOUSE, 32 FEET NORTH OF TRIANGULATION STATION
 MN0247'KIMBALL 1960, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0248 ***********************************************************************
 MN0248  DESIGNATION -  KIMBALL RM 2
 MN0248  PID         -  MN0248
 MN0248  STATE/COUNTY-  NE/KIMBALL
 MN0248  USGS QUAD   -  KIMBALL (1972)
 MN0248
 MN0248                         *CURRENT SURVEY CONTROL
 MN0248  ___________________________________________________________________
 MN0248* NAD 83(1986)-  41 12 30.     (N)    103 40 04.     (W)     SCALED    
 MN0248* NAVD 88     -      1506.776  (meters)    4943.48   (feet)  ADJUSTED  
 MN0248  ___________________________________________________________________
 MN0248  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 MN0248  DYNAMIC HT  -        1505.670 (meters)    4939.85  (feet)  COMP
 MN0248  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 MN0248
 MN0248  VERT ORDER  -  SECOND    CLASS 0
 MN0248
 MN0248.The horizontal coordinates were scaled from a topographic map and have
 MN0248.an estimated accuracy of +/- 6 seconds.
 MN0248
 MN0248.The orthometric height was determined by differential leveling
 MN0248.and adjusted by the National Geodetic Survey in June 1991..
 MN0248
 MN0248.The geoid height was determined by GEOID03.
 MN0248
 MN0248.The dynamic height is computed by dividing the NAVD 88
 MN0248.geopotential number by the normal gravity value computed on the
 MN0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0248.degrees latitude (g = 980.6199 gals.).
 MN0248
 MN0248.The modeled gravity was interpolated from observed gravity values.
 MN0248
 MN0248;                    North         East    Units  Estimated Accuracy
 MN0248;SPC NE       -   159,180.      192,580.      MT  (+/- 180 meters Scaled)
 MN0248
 MN0248                          SUPERSEDED SURVEY CONTROL
 MN0248
 MN0248  NGVD 29 (??/??/92) 1506.076  (m)         4941.18   (f) ADJ UNCH    2 0
 MN0248
 MN0248.Superseded values are not recommended for survey control.
 MN0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0248.See file dsdata.txt to determine how the superseded data were derived.
 MN0248
 MN0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF116627(NAD 83)
 MN0248_MARKER: DR = REFERENCE MARK DISK
 MN0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0248_STAMPING: KIMBALL NO 2 1960
 MN0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0248+STABILITY: SURFACE MOTION
 MN0248
 MN0248  HISTORY     - Date     Condition        Report By
 MN0248  HISTORY     - 1960     MONUMENTED       CGS
 MN0248
 MN0248                          STATION DESCRIPTION
 MN0248
 MN0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MN0248'2.8 MI SSW FROM KIMBALL.
 MN0248'0.1 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE AT
 MN0248'KIMBALL, NEBRASKA, THENCE 1.9 MILES SOUTH ALONG STATE HIGHWAY 29,
 MN0248'THENCE 0.2 MILE WEST ALONG A DIRT ROAD, THENCE 0.1 MILE ALONG DIRT
 MN0248'ROAD LEADING TO A FARMHOUSE, 37 FEET WEST OF TRIANGULATION STATION
 MN0248'KIMBALL 1960, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 MN0248'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0607 ***********************************************************************
 MN0607  DESIGNATION -  KIMBALL WATER TANK BEACON
 MN0607  PID         -  MN0607
 MN0607  STATE/COUNTY-  NE/BANNER
 MN0607  USGS QUAD   -  KIMBALL (1972)
 MN0607
 MN0607                         *CURRENT SURVEY CONTROL
 MN0607  ___________________________________________________________________
 MN0607* NAD 83(1995)-  41 14 06.32805(N)    103 39 52.51365(W)     ADJUSTED  
 MN0607* NAVD 88     -                                                        
 MN0607  ___________________________________________________________________
 MN0607  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 MN0607  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 MN0607
 MN0607  HORZ ORDER  -  THIRD
 MN0607
 MN0607.The horizontal coordinates were established by classical geodetic methods
 MN0607.and adjusted by the National Geodetic Survey in August 1997..
 MN0607
 MN0607
 MN0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0607
 MN0607.The geoid height was determined by GEOID03.
 MN0607
 MN0607;                    North         East     Units Scale Factor Converg.
 MN0607;SPC NE       -   162,138.707   192,970.822   MT  0.99966970   -2 25 42.6
 MN0607;UTM  13      - 4,565,714.676   611,911.613   MT  0.99975414   +0 52 49.2
 MN0607
 MN0607                          SUPERSEDED SURVEY CONTROL
 MN0607
 MN0607  NAD 83(1995)-  41 14 06.32697(N)    103 39 52.51338(W) AD(       ) 4
 MN0607  NAD 83(1986)-  41 14 06.32002(N)    103 39 52.51001(W) AD(       ) 4
 MN0607  NAD 27      -  41 14 06.39300(N)    103 39 50.72200(W) AD(       ) 3
 MN0607
 MN0607.Superseded values are not recommended for survey control.
 MN0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0607.See file dsdata.txt to determine how the superseded data were derived.
 MN0607
 MN0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1191265715(NAD 83)
 MN0607_MARKER: 51 = TANK
 MN0607
 MN0607  HISTORY     - Date     Condition        Report By
 MN0607  HISTORY     - 1934     FIRST OBSERVED   CGS
 MN0607
 MN0607                          STATION DESCRIPTION
 MN0607
 MN0607'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0601 ***********************************************************************
 MN0601  DESIGNATION -  KIMBALL YOUNG EXCAVATING MAST
 MN0601  PID         -  MN0601
 MN0601  STATE/COUNTY-  NE/KIMBALL
 MN0601  USGS QUAD   -  KIMBALL (1972)
 MN0601
 MN0601                         *CURRENT SURVEY CONTROL
 MN0601  ___________________________________________________________________
 MN0601* NAD 83(1995)-  41 12 35.58611(N)    103 40 05.68589(W)     ADJUSTED  
 MN0601* NAVD 88     -                                                        
 MN0601  ___________________________________________________________________
 MN0601  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 MN0601  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 MN0601
 MN0601  HORZ ORDER  -  THIRD
 MN0601
 MN0601.The horizontal coordinates were established by classical geodetic methods
 MN0601.and adjusted by the National Geodetic Survey in August 1997..
 MN0601
 MN0601
 MN0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0601
 MN0601.The geoid height was determined by GEOID03.
 MN0601
 MN0601;                    North         East     Units Scale Factor Converg.
 MN0601;SPC NE       -   159,355.803   192,545.753   MT  0.99967186   -2 25 51.4
 MN0601;UTM  13      - 4,562,911.646   611,647.844   MT  0.99975341   +0 52 38.9
 MN0601
 MN0601                          SUPERSEDED SURVEY CONTROL
 MN0601
 MN0601  NAD 83(1995)-  41 12 35.58535(N)    103 40 05.68567(W) AD(       ) 4
 MN0601  NAD 83(1986)-  41 12 35.57829(N)    103 40 05.68408(W) AD(       ) 4
 MN0601  NAD 27      -  41 12 35.64600(N)    103 40 03.89500(W) AD(       ) 3
 MN0601
 MN0601.Superseded values are not recommended for survey control.
 MN0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0601.See file dsdata.txt to determine how the superseded data were derived.
 MN0601
 MN0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1164862912(NAD 83)
 MN0601_MARKER: 42 = RADIO/TV MAST
 MN0601
 MN0601  HISTORY     - Date     Condition        Report By
 MN0601  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0601
 MN0601                          STATION DESCRIPTION
 MN0601
 MN0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0601'THE STATION IS THE TOP CENTER OF A MAST WHICH IS LOCATED 2
 MN0601'MILES SOUTH OF KIMBALL AND 0.2 MILE WEST OF STATE HIGHWAY 71.
 MN0601'
 MN0601'THE MAST IS A SLENDER, GUYED STEEL STRUCTURE, UNPAINTED, A
 MN0601'NUMBER OF ANTENNAS ALONG THE SIDES AND NEAR THE TOP AND 150 FEET
 MN0601'IN HEIGHT.  THIS MAST IS THE NORTHWEST ONE OF FOUR MASTS WHICH
 MN0601'ARE SIMILIAR IN SIZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0663 ***********************************************************************
 MN0663  CBN         -  This is a Cooperative Base Network Control Station.
 MN0663  PACS        -  This is a Primary Airport Control Station.
 MN0663  DESIGNATION -  KIMPORT
 MN0663  PID         -  MN0663
 MN0663  STATE/COUNTY-  NE/KIMBALL
 MN0663  USGS QUAD   -  KIMBALL (1972)
 MN0663
 MN0663                         *CURRENT SURVEY CONTROL
 MN0663  ___________________________________________________________________
 MN0663* NAD 83(1995)-  41 11 22.06345(N)    103 40 18.62414(W)     ADJUSTED  
 MN0663* NAVD 88     -      1492.87   (meters)    4897.9    (feet)  GPS OBS   
 MN0663  ___________________________________________________________________
 MN0663  X           -  -1,136,391.144 (meters)                     COMP
 MN0663  Y           -  -4,671,641.059 (meters)                     COMP
 MN0663  Z           -   4,179,250.896 (meters)                     COMP
 MN0663  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 MN0663  ELLIP HEIGHT-        1474.17  (meters)          (09/24/01) GPS OBS
 MN0663  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 MN0663
 MN0663  HORZ ORDER  -  B
 MN0663  ELLP ORDER  -  FOURTH    CLASS I
 MN0663
 MN0663.This mark is at Kimball Mun/robert E Arraj Field Airport (IBM)
 MN0663
 MN0663.The horizontal coordinates were established by GPS observations
 MN0663.and adjusted by the National Geodetic Survey in June 1996..
 MN0663
 MN0663.The orthometric height was determined by GPS observations and a
 MN0663.high-resolution geoid model.
 MN0663
 MN0663.GPS derived orthometric heights for airport stations designated as
 MN0663.PACS or SACS are published to 2 decimal places.  This maintains
 MN0663.centimeter relative accuracy between the PACS and SACS.  It does
 MN0663.not indicate centimeter accuracy relative to other marks which are
 MN0663.part of the NAVD 88 network.
 MN0663
 MN0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0663
 MN0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0663
 MN0663.The ellipsoidal height was determined by GPS observations
 MN0663.and is referenced to NAD 83.
 MN0663
 MN0663.The geoid height was determined by GEOID03.
 MN0663
 MN0663;                    North         East     Units Scale Factor Converg.
 MN0663;SPC NE       -   157,103.248   192,148.441   MT  0.99967376   -2 25 59.9
 MN0663;UTM  13      - 4,560,639.734   611,381.162   MT  0.99975268   +0 52 29.1
 MN0663
 MN0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0663!SPC NE       -   0.99976882  x   0.99967376  =   0.99944266
 MN0663!UTM  13      -   0.99976882  x   0.99975268  =   0.99952156
 MN0663
 MN0663|---------------------------------------------------------------------|
 MN0663| PID    Reference Object                     Distance      Geod. Az  |
 MN0663|                                                           dddmmss.s |
 MN0663| AB4161 IBM A                               383.411 METERS 22538     |
 MN0663|---------------------------------------------------------------------|
 MN0663
 MN0663                          SUPERSEDED SURVEY CONTROL
 MN0663
 MN0663  ELLIP H (06/25/96) 1474.21   (m)                       GP(       ) 1 1
 MN0663  ELLIP H (01/07/93) 1474.49   (m)                       GP(       ) 4 2
 MN0663  NAD 83(1986)-  41 11 22.05392(N)    103 40 18.62374(W) AD(       ) 1
 MN0663  NGVD 29 (02/23/90) 1492.5    (m)         4897.     (f) GPS OBS        
 MN0663
 MN0663.Superseded values are not recommended for survey control.
 MN0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0663.See file dsdata.txt to determine how the superseded data were derived.
 MN0663
 MN0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1138160640(NAD 83)
 MN0663_MARKER: F = FLANGE-ENCASED ROD
 MN0663_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MN0663_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MN0663_STAMPING: KIMPORT 1989
 MN0663_MARK LOGO: NGS   
 MN0663_PROJECTION: RECESSED 30 CENTIMETERS
 MN0663_MAGNETIC: I = MARKER IS A STEEL ROD
 MN0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0663+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 MN0663_ROD/PIPE-DEPTH: 6.46 meters
 MN0663_SLEEVE-DEPTH  : 0.93 meters
 MN0663
 MN0663  HISTORY     - Date     Condition        Report By
 MN0663  HISTORY     - 1989     MONUMENTED       NGS
 MN0663  HISTORY     - 19890615 GOOD             NGS
 MN0663  HISTORY     - 19950815 GOOD             NGS
 MN0663  HISTORY     - 19970730 GOOD             NGS
 MN0663  HISTORY     - 19980518 GOOD             NEDR
 MN0663  HISTORY     - 20060111 GOOD             NDA
 MN0663
 MN0663                          STATION DESCRIPTION
 MN0663
 MN0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MN0663'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH OF KIMBALL, AT THE
 MN0663'KIMBALL MUNICIPAL AIRPORT, AT THE JUNCTION OF A RAMP AND THE TAXIWAY.
 MN0663'OWNERSHIP--KIMBALL AIRPORT AUTHORITY, BOX 666, KIMBALL NE 69145.
 MN0663'AIRPORT MANAGER IS WALTER WITT, TELEPHONE 308-235-4541.
 MN0663'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 MN0663'STATE HIGHWAY 71, ABOUT 1.61 KM (1.00 MI) SOUTH OF KIMBALL, GO SOUTH
 MN0663'ON STATE HIGHWAY 71 FOR 2.70 KM (1.70 MI) TO A GRAVEL CROSSROAD.  TURN
 MN0663'RIGHT AND GO WEST ALONG THE GRAVEL ROAD FOR 0.69 KM (0.45 MI) TO A
 MN0663'DIRT LANE ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE DIRT LANE,
 MN0663'BETWEEN THE HANGARS, THEN ON A RAMP FOR 0.30 KM (0.20 MI) TO THE
 MN0663'TAXIWAY AND THE STATION ON THE LEFT.
 MN0663'THE STATION MARK IS 24.2 M (79.4 FT) NORTH-NORTHEAST OF THE TAXIWAY
 MN0663'CENTERLINE, 11.9 M (39.0 FT) EAST-SOUTHEAST OF THE RAMP CENTERLINE AND
 MN0663'3.6 M (11.8 FT) EAST OF THE MIDDLE 1 OF 3 TAXIWAY LIGHTS.
 MN0663'DESCRIBED BY R.D. BALL.
 MN0663'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0663
 MN0663                          STATION RECOVERY (1989)
 MN0663
 MN0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0663'THE STATION IS LOCATED ON THE KIMBALL MUNI AIRPORT NEAR THE
 MN0663'INTERSECTION OF THE TAXIWAY LEADING FROM THE HANGAR AREA AND THE
 MN0663'TAXIWAY (OLD RUNWAY 11-29).  THE STATION IS 79.2 FT (24.1 M) NORTHEAST
 MN0663'OF THE CENTERLINE OF THE TAXIWAY (OLD RUNWAY), 29.2 FT (8.9 M)
 MN0663'SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST-NORTHEAST TAXIWAY, 16.1
 MN0663'FT (4.9 M) SOUTH OF THE 1ST TAXIWAY LT SW OF THE BEND IN TXY, 165.8 FT
 MN0663'(50.5 M) SOUTHWEST OF THE WINDSOCK IN SEGMENTED CIRCLE, AND 39.3 FT
 MN0663'(12.0 M) NORTHWEST OF THE 2ND TAXIWAY LT SOUTHEAST OF INTERSECTION.
 MN0663'THE STATION IS A STAINLESS STEEL ROD SET IN A 5 INCH NGS LOGO CAP
 MN0663'FLUSH WITH THE GROUND AND STAMPED KIMPORT 1989.  NOTE, 1-METER PVC
 MN0663'SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 MN0663
 MN0663                          STATION RECOVERY (1995)
 MN0663
 MN0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MN0663'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) EAST-SOUTHEAST OF
 MN0663'BUSHNELL, 3.1 MI (5.0 KM) SOUTH OF KIMBALL AT THE KIMBALL
 MN0663'MUNICIPAL/ROBERT E. ARRAJ FIELD AND AT THE JUNCTION OF A CONNECTOR
 MN0663'TAXIWAY AND A CLOSED RUNWAY (NOW A TAXIWAY).  OWNERSHIP--KIMBALL
 MN0663'AIRPORT AUTHORITY, BOX 666, KIMBALL NE 69145.  AIRPORT MANAGER IS MIKE
 MN0663'THIEL, PHONE (308) 235-4541.  TO REACH THE STATION FROM THE JUNCTION
 MN0663'OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 71 SOUTH OF KIMBALL, GO
 MN0663'SOUTH ON STATE HIGHWAY 71 FOR 1.7 MI (2.7 KM) TO A INTERSECTION, TURN
 MN0663'RIGHT AND GO WEST ON GRAVEL ROAD 28 FOR 0.4 MI (0.6 KM) TO A AIRPORT
 MN0663'ENTRANCE LEFT, TURN LEFT AND GO SOUTH THEN SOUTHWEST BETWEEN THE
 MN0663'HANGARS ON THE APRON THEN A CONNECTOR TAXIWAY FOR 0.2 MI (0.3 KM) TO
 MN0663'THE INTERSECTION OF A TAXIWAY (OLD RUNWAY) AND THE STATION ON THE
 MN0663'LEFT.  THE STATION IS 166.2 FT (50.7 M) WEST OF A WINDSOCK POLE, 79.4
 MN0663'FT (24.2 M) NORTH-NORTHEAST OF A TAXIWAY CENTER, 39.0 FT (11.9 M)
 MN0663'EAST-SOUTHEAST OF THE CONNECTOR TAXIWAY CENTER AND 11.4 FT (3.5 M)
 MN0663'EAST OF A TAXIWAY LIGHT.  NOTE--THIS STATION WAS USED AS AN AREA
 MN0663'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 MN0663
 MN0663                          STATION RECOVERY (1997)
 MN0663
 MN0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MN0663'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE CURRENT
 MN0663'AIRPORT MANAGER IS JOHN FOOTE (308) 235-3858.  THE NEW POST OFFICE BOX
 MN0663'IS HC 54, BOX 58.
 MN0663
 MN0663                          STATION RECOVERY (1998)
 MN0663
 MN0663'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (KSM)
 MN0663'THE MARK WAS RECOVERED IN GOOD CONDITION, AT THE KIMBALL MUNICIPAL
 MN0663'AIRPORT AND IN THE NW1/4, SEC18,T14N, R55W.  TO REQUEST ACCESS TO THE
 MN0663'STATION CONTACT AIRPORT MANAGER, MIKE THIEL AT 308-235 4541.  TO REACH
 MN0663'THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY
 MN0663'71, AT THE SOUTH EDGE OF KIMBALL, GO SOUTH ON HIGHWAY 71 FOR 1.7 MI
 MN0663'(2.7 KM) TO A COUNTY ROAD INTERSECTION.  TURN RIGHT AND GO WEST FOR
 MN0663'0.4 MI (0.6 KM) TO THE ENTRANCE TO THE AIRPORT.  TURN LEFT AND GO
 MN0663'SOUTH AND SOUTHWEST, PASSING BETWEEN HANGARS AND ALONG THE APRON AND
 MN0663'CONNECTOR TAXIWAY, FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF ANOTHER
 MN0663'TAXIWAY, WHICH IS THE OLD RUNWAY, AND THE MARK ON THE LEFT.  IT IS
 MN0663'50.7 M (166.3 FT) WEST FROM THE WINDSOCK POLE, 24.2 M (79.4 FT)
 MN0663'NORTH-NORTHWEST FROM THE CENTERLINE OF THE TAXIWAY THAT HAD BEEN THE
 MN0663'OLD RUNWAY, 11.7 M (38.4 FT) EAST-SOUTHEAST OF THE CENTERLINE OF A
 MN0663'NEWER CONCRETE TAXIWAY, 5.5 M (18.0 FT) WEST FROM A WITNESS POST AND
 MN0663'5.07 M (16.63 FT) WEST-NORTHWEST FROM THE EAST END OF A CULVERT UNDER
 MN0663'A TAXIWAY.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MN0663
 MN0663                          STATION RECOVERY (2006)
 MN0663
 MN0663'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 MN0663'OLD RUNWAY/TAXIWAY REMOVED BUT STILL NOTICEABLE.
 MN0663'KIMPORT ACCESS COVER IS APPROXIMATELY TEN INCHES BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0478 ***********************************************************************
 NO0478  DESIGNATION -  KING
 NO0478  PID         -  NO0478
 NO0478  STATE/COUNTY-  NE/CHERRY
 NO0478  USGS QUAD   -  WHITE WILLOW LAKE (1987)
 NO0478
 NO0478                         *CURRENT SURVEY CONTROL
 NO0478  ___________________________________________________________________
 NO0478* NAD 83(1995)-  42 17 36.72999(N)    101 27 51.69432(W)     ADJUSTED  
 NO0478* NAVD 88     -      1158.     (meters)    3799.     (feet)  SCALED    
 NO0478  ___________________________________________________________________
 NO0478  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 NO0478  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 NO0478
 NO0478  HORZ ORDER  -  FIRST
 NO0478
 NO0478.The horizontal coordinates were established by classical geodetic methods
 NO0478.and adjusted by the National Geodetic Survey in August 1997..
 NO0478
 NO0478.The orthometric height was scaled from a topographic map.
 NO0478
 NO0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0478
 NO0478.The geoid height was determined by GEOID03.
 NO0478
 NO0478;                    North         East     Units Scale Factor Converg.
 NO0478;SPC NE       -   274,176.212   379,271.465   MT  0.99975310   -0 58 13.5
 NO0478;UTM  14      - 4,685,309.041   296,842.247   MT  1.00010785   -1 39 32.1
 NO0478
 NO0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0478!SPC NE       -   0.99982142  x   0.99975310  =   0.99957457
 NO0478!UTM  14      -   0.99982142  x   1.00010785  =   0.99992925
 NO0478
 NO0478|---------------------------------------------------------------------|
 NO0478| PID    Reference Object                     Distance      Geod. Az  |
 NO0478|                                                           dddmmss.s |
 NO0478| CP9758 KING RM 1                            15.758 METERS 08008     |
 NO0478| CP9759 KING RM 2                            13.005 METERS 19132     |
 NO0478| CP9757 KING AZ MK                                         2770628.6 |
 NO0478|---------------------------------------------------------------------|
 NO0478
 NO0478                          SUPERSEDED SURVEY CONTROL
 NO0478
 NO0478  NAD 83(1986)-  42 17 36.72769(N)    101 27 51.69958(W) AD(       ) 1
 NO0478  NAD 27      -  42 17 36.75600(N)    101 27 50.10800(W) AD(       ) 1
 NO0478
 NO0478.Superseded values are not recommended for survey control.
 NO0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0478.See file dsdata.txt to determine how the superseded data were derived.
 NO0478
 NO0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9684285309(NAD 83)
 NO0478_MARKER: DS = TRIANGULATION STATION DISK
 NO0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0478
 NO0478  HISTORY     - Date     Condition        Report By
 NO0478  HISTORY     - 1946     MONUMENTED       CGS
 NO0478
 NO0478                          STATION DESCRIPTION
 NO0478
 NO0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0478'LOCATED ABOUT 17.5 MILES, AIRLINE, NORTH OF WHITMAN, 5 MILES,
 NO0478'AIRLINE, SOUTH OF THE PULLMAN RANCH AND 1.5 MILES, AIRLINE,
 NO0478'EAST OF A NORTH-SOUTH DIRT ROAD, ON THE HIGHEST POINT OF A
 NO0478'GRASS-COVERED SAND HILL.  IT IS 6 FEET SOUTHEAST OF A 4-INCH
 NO0478'SQUARE WOODEN WITNESS POST PROJECTING 3 FEET.  IT IS STAMPED
 NO0478'KING 1946 AND PROJECTS 1 FOOT.
 NO0478'
 NO0478'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND
 NO0478'ABOUT 6 FEET LOWER THAN THE STATION.  IT IS STAMPED KING NO
 NO0478'1 1946 AND PROJECTS 1 FOOT.  A SLOPE MEASUREMENT WAS TAKEN
 NO0478'TO THE MARK.
 NO0478'
 NO0478'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND ABOUT
 NO0478'1 FOOT LOWER THAN STATION.  IT IS STAMPED KING NO 2 1946 AND
 NO0478'PROJECTS 1 FOOT.
 NO0478'
 NO0478'AZIMUTH MARK IS ABOUT 100 YARDS NORTHWEST OF A FORK IN THE
 NO0478'ROAD, 100 YARDS SOUTH OF A SMALL LAKE, 35 FEET SOUTHEAST OF
 NO0478'THE SOUTHEAST EDGE OF A GROVE OF TREES, 3 FEET SOUTHWEST OF
 NO0478'TWO MAILBOXES, AND 1.5 FEET EAST OF A 4-INCH SQUARE WOODEN
 NO0478'WITNESS POST PROJECTING 3 FEET.  IT IS IN THE SOUTHEAST CORNER
 NO0478'OF A SMALL TRIANGLE FENCE LOT.  IT IS STAMPED KING 1946 AND
 NO0478'PROJECTS 1 FOOT.
 NO0478'
 NO0478'REACHED FROM THE WHITMAN HIGH SCHOOL IN WHITMAN, GO NORTH
 NO0478'ON GRAVEL ROAD FOR 10.7 MILES TO THE BRIDGE OF THE MIDDLE
 NO0478'LOUP RIVER AND A FORK.  TAKE LEFT FORK, MAIN TRAVELED ROAD,
 NO0478'AND GO 3.2 MILES TO A FORK AND CATTLE GUARD, TAKE RIGHT FORK
 NO0478'AND GO 2.35 MILES TO A FORK, TAKE RIGHT FORK, STRAIGHT AHEAD
 NO0478'AND GO 0.75 MILE TO A CATTLE GUARD.  KEEP STRAIGHT AHEAD AND GO
 NO0478'2.1 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  TURN
 NO0478'RIGHT AND GO 0.2 MILES TO A DIM FORK.  TAKE DIM FORK TO THE
 NO0478'RIGHT AND GO 0.35 MILE TO A POINT JUST NORTH OF A WINDMILL
 NO0478'AND SMALL STOCK CORRAL.  FROM HERE FOLLOW DIM TRACK ROAD
 NO0478'EAST-NORTHEAST FOR 0.5 MILE, HERE SWING RIGHT AND GO 1.5
 NO0478'MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1836 ***********************************************************************
 MK1836  DESIGNATION -  KINGSLEY
 MK1836  PID         -  MK1836
 MK1836  STATE/COUNTY-  NE/STANTON
 MK1836  USGS QUAD   -  STANTON (1976)
 MK1836
 MK1836                         *CURRENT SURVEY CONTROL
 MK1836  ___________________________________________________________________
 MK1836* NAD 83(1995)-  41 55 15.31643(N)    097 08 57.62379(W)     ADJUSTED  
 MK1836* NAVD 88     -       504.     (meters)    1654.     (feet)  SCALED    
 MK1836  ___________________________________________________________________
 MK1836  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 MK1836  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 MK1836
 MK1836  HORZ ORDER  -  FIRST
 MK1836
 MK1836.The horizontal coordinates were established by classical geodetic methods
 MK1836.and adjusted by the National Geodetic Survey in August 1997..
 MK1836
 MK1836.The orthometric height was scaled from a topographic map.
 MK1836
 MK1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1836
 MK1836.The geoid height was determined by GEOID03.
 MK1836
 MK1836;                    North         East     Units Scale Factor Converg.
 MK1836;SPC NE       -   235,674.055   736,354.178   MT  0.99968478   +1 53 20.8
 MK1836;UTM  14      - 4,642,652.385   653,459.793   MT  0.99988979   +1 14 12.0
 MK1836
 MK1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1836!SPC NE       -   0.99992481  x   0.99968478  =   0.99960962
 MK1836!UTM  14      -   0.99992481  x   0.99988979  =   0.99981461
 MK1836
 MK1836:                Primary Azimuth Mark                     Grid Az
 MK1836:SPC NE       -  KINGSLEY AZ MK                           130 25 53.9
 MK1836:UTM  14      -  KINGSLEY AZ MK                           131 05 02.7
 MK1836
 MK1836|---------------------------------------------------------------------|
 MK1836| PID    Reference Object                     Distance      Geod. Az  |
 MK1836|                                                           dddmmss.s |
 MK1836| CN8934 KINGSLEY AZ MK                                     1321914.7 |
 MK1836| CN8935 KINGSLEY RM 1                        71.412 METERS 16047     |
 MK1836| MK1835 STANTON STANDPIPE                   APPROX. 7.3 KM 2993532.6 |
 MK1836| CN8936 KINGSLEY RM 2                        47.238 METERS 30517     |
 MK1836|---------------------------------------------------------------------|
 MK1836
 MK1836                          SUPERSEDED SURVEY CONTROL
 MK1836
 MK1836  NAD 83(1986)-  41 55 15.32386(N)    097 08 57.62700(W) AD(       ) 1
 MK1836  NAD 27      -  41 55 15.29400(N)    097 08 56.47400(W) AD(       ) 1
 MK1836
 MK1836.Superseded values are not recommended for survey control.
 MK1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1836.See file dsdata.txt to determine how the superseded data were derived.
 MK1836
 MK1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM5346042652(NAD 83)
 MK1836_MARKER: DS = TRIANGULATION STATION DISK
 MK1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1836_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1836
 MK1836  HISTORY     - Date     Condition        Report By
 MK1836  HISTORY     - 1935     MONUMENTED       CGS
 MK1836  HISTORY     - 1961     SEE DESCRIPTION  USGS
 MK1836
 MK1836                          STATION DESCRIPTION
 MK1836
 MK1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1836'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 36, T. 23 N.,
 MK1836'R. 2 E., ABOUT 4 MILES SOUTHEAST OF STANTON, IN THE CENTER OF
 MK1836'A PASTURE AND ABOUT 150 YARDS SOUTH OF A LARGE SAND BLOWOUT.
 MK1836'
 MK1836'TO REACH FROM THE POST OFFICE IN STANTON, GO EAST 0.15 MILE,
 MK1836'TURN RIGHT AND GO 0.8 MILE SOUTH, TURN LEFT JUST AFTER
 MK1836'CROSSING BRIDGE AND GO 3.1 MILES, TURH RIGHT AND GO 1.5 MILES
 MK1836'SOUTH, TURN LEFT AND GO 0.3 MILE EAST, TURN LEFT THROUGH WIRE
 MK1836'GATE (0.15 MILE WEST OF WOODEN BRIDGE) AND GO 0.3 MILE NORTH
 MK1836'TO TOP OF HILL AND STATION.  MARK PROJECTS 6 INCHES ABOVE
 MK1836'GROUND.
 MK1836'
 MK1836'AZIMUTH MARK IS 0.45 MILE SOUTHEAST OF STATION.  TO REACH
 MK1836'FROM STATION, GO 0.3 MILE SOUTH TO GATE, TURN LEFT AND GO
 MK1836'0.25 MILE EAST TO MARK ON RIGHT IN RIGHT-OF-WAY FENCE WHICH
 MK1836'IS 27 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.  MARK
 MK1836'PROJECTS 5 INCHES ABOVE GROUND.
 MK1836'
 MK1836'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION, AND PROJECTS
 MK1836'6 INCHES ABOVE GROUND.
 MK1836'
 MK1836'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION, AND PROJECTS
 MK1836'6 INCHES ABOVE GROUND..
 MK1836'
 MK1836'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 MK1836
 MK1836                          STATION RECOVERY (1961)
 MK1836
 MK1836'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MK1836'STATION WAS FOUND DESTROYED.
 MK1836'
 MK1836'REFERENCE MARKS AND AZIMUTH MARK FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1219 ***********************************************************************
 LG1219  DESIGNATION -  KINNGADE
 LG1219  PID         -  LG1219
 LG1219  STATE/COUNTY-  NE/SEWARD
 LG1219  USGS QUAD   -  MILFORD (1964)
 LG1219
 LG1219                         *CURRENT SURVEY CONTROL
 LG1219  ___________________________________________________________________
 LG1219* NAD 83(1995)-  40 51 47.29522(N)    097 06 27.80465(W)     ADJUSTED  
 LG1219* NAVD 88     -       457.2    (meters)    1500.     (feet)  VERTCON   
 LG1219  ___________________________________________________________________
 LG1219  X           -    -597,749.404 (meters)                     COMP
 LG1219  Y           -  -4,793,750.321 (meters)                     COMP
 LG1219  Z           -   4,151,222.202 (meters)                     COMP
 LG1219  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 LG1219  ELLIP HEIGHT-         430.53  (meters)          (06/27/02) GPS OBS
 LG1219  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG1219
 LG1219  HORZ ORDER  -  FIRST
 LG1219  ELLP ORDER  -  FOURTH    CLASS I
 LG1219
 LG1219.This mark is at Seward Municipal Airport (SWT)
 LG1219
 LG1219.The horizontal coordinates were established by GPS observations
 LG1219.and adjusted by the National Geodetic Survey in August 1997..
 LG1219
 LG1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1219
 LG1219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1219
 LG1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1219
 LG1219.The ellipsoidal height was determined by GPS observations
 LG1219.and is referenced to NAD 83.
 LG1219
 LG1219.The geoid height was determined by GEOID03.
 LG1219
 LG1219;                    North         East     Units Scale Factor Converg.
 LG1219;SPC NE       -   118,413.541   743,731.394   MT  0.99972105   +1 55 00.1
 LG1219;UTM  14      - 4,525,287.510   659,476.317   MT  0.99991304   +1 14 17.8
 LG1219
 LG1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1219!SPC NE       -   0.99993247  x   0.99972105  =   0.99965354
 LG1219!UTM  14      -   0.99993247  x   0.99991304  =   0.99984552
 LG1219
 LG1219|---------------------------------------------------------------------|
 LG1219| PID    Reference Object                     Distance      Geod. Az  |
 LG1219|                                                           dddmmss.s |
 LG1219| LG1222 KINNGADE AZ MK                      382.050 METERS 18243     |
 LG1219|---------------------------------------------------------------------|
 LG1219
 LG1219                          SUPERSEDED SURVEY CONTROL
 LG1219
 LG1219  ELLIP H (08/18/97)  430.54   (m)                       GP(       ) 4 1
 LG1219  NAD 83(1986)-  40 51 47.30261(N)    097 06 27.80477(W) AD(       ) 1
 LG1219  NGVD 29 (02/23/90)  457.1    (m)         1500.     (f) GPS OBS        
 LG1219
 LG1219.Superseded values are not recommended for survey control.
 LG1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1219.See file dsdata.txt to determine how the superseded data were derived.
 LG1219
 LG1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5947625288(NAD 83)
 LG1219_MARKER: I = METAL ROD
 LG1219_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1219_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1219_STAMPING: KINNGADE 1989
 LG1219_MARK LOGO: NGS   
 LG1219_PROJECTION: FLUSH
 LG1219_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1219+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 LG1219_ROD/PIPE-DEPTH: 8.47 meters
 LG1219_SLEEVE-DEPTH  : 0.95 meters
 LG1219
 LG1219  HISTORY     - Date     Condition        Report By
 LG1219  HISTORY     - 1989     MONUMENTED       NGS
 LG1219  HISTORY     - 20050803 GOOD             NEDR
 LG1219
 LG1219                          STATION DESCRIPTION
 LG1219
 LG1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1219'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTH OF SEWARD, 4.5 KM
 LG1219'(2.80 MI) NORTH OF EXIT 379 OF INTERSTATE HIGHWAY 80, AT THE SEWARD
 LG1219'MUNICIPAL AIRPORT, AT THE JUNCTION OF THE TAXIWAY AND A RAMP LEADING
 LG1219'TO THE T-HANGARS.  OWNERSHIP--SEWARD AIRPORT AUTHORITY, 1545 EAST
 LG1219'RIDGE, SEWARD, NE 68434.  AIRPORT MANAGER IS WAYNE BELKS, TELEPHONE
 LG1219'402-643-2125.
 LG1219'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 LG1219'STATE HIGHWAY 15 (EXIT 379), GO NORTH ON STATE HIGHWAY 15 FOR 4.8 KM
 LG1219'(3.00 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST,
 LG1219'THEN SOUTH ON A GRAVEL ROAD FOR 0.56 KM (0.35 MI) TO A FENCE GAP JUST
 LG1219'PAST THE OFFICE.  PASS THROUGH THE GAP AND GO SOUTH, THEN WEST ON THE
 LG1219'ROAD FOR 0.08 KM (0.05 MI) TO A CONCRETE RAMP AT A HANGAR.  CONTINUE
 LG1219'AHEAD WEST, THEN NORTH ON THE RAMP FOR 0.16 KM (0.10 MI) TO ITS
 LG1219'JUNCTION WITH THE TAXIWAY AND THE STATION ON THE LEFT.
 LG1219'THE STATION IS 12.5 M (41.0 FT) WEST OF THE RAMP CENTER, 11.9 M
 LG1219'(39.0 FT) SOUTH OF THE TAXIWAY CENTER, 6.5 M (21.3 FT) NORTHEAST OF
 LG1219'THE WEST END OF A DRAIN PIPE AND 4.0 M (13.1 FT) SOUTHWEST OF THE
 LG1219'CURVED PAVEMENT EDGE.
 LG1219'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1219'DESCRIBED BY R.D.BALL.
 LG1219
 LG1219                          STATION RECOVERY (2005)
 LG1219
 LG1219'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (DC)
 LG1219'WILL BE COVERED SOON BY NEW TAXIWAY.
 LG1219' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1222 ***********************************************************************
 LG1222  DESIGNATION -  KINNGADE AZ MK
 LG1222  PID         -  LG1222
 LG1222  STATE/COUNTY-  NE/SEWARD
 LG1222  USGS QUAD   -  MILFORD (1964)
 LG1222
 LG1222                         *CURRENT SURVEY CONTROL
 LG1222  ___________________________________________________________________
 LG1222* NAD 83(1995)-  40 51 34.92401(N)    097 06 28.57696(W)     ADJUSTED  
 LG1222* NAVD 88     -       457.9    (meters)    1502.     (feet)  VERTCON   
 LG1222  ___________________________________________________________________
 LG1222  X           -    -597,798.310 (meters)                     COMP
 LG1222  Y           -  -4,793,996.338 (meters)                     COMP
 LG1222  Z           -   4,150,933.989 (meters)                     COMP
 LG1222  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 LG1222  ELLIP HEIGHT-         431.18  (meters)          (06/27/02) GPS OBS
 LG1222  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG1222
 LG1222  HORZ ORDER  -  THIRD
 LG1222  ELLP ORDER  -  FOURTH    CLASS I
 LG1222
 LG1222.This mark is at Seward Municipal Airport (SWT)
 LG1222
 LG1222.The horizontal coordinates were established by GPS observations
 LG1222.and adjusted by the National Geodetic Survey in August 1997..
 LG1222
 LG1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1222
 LG1222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1222
 LG1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1222
 LG1222.The ellipsoidal height was determined by GPS observations
 LG1222.and is referenced to NAD 83.
 LG1222
 LG1222.The geoid height was determined by GEOID03.
 LG1222
 LG1222;                    North         East     Units Scale Factor Converg.
 LG1222;SPC NE       -   118,031.634   743,726.081   MT  0.99972172   +1 54 59.6
 LG1222;UTM  14      - 4,524,905.620   659,466.481   MT  0.99991300   +1 14 17.0
 LG1222
 LG1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1222!SPC NE       -   0.99993237  x   0.99972172  =   0.99965411
 LG1222!UTM  14      -   0.99993237  x   0.99991300  =   0.99984537
 LG1222
 LG1222|---------------------------------------------------------------------|
 LG1222| PID    Reference Object                     Distance      Geod. Az  |
 LG1222|                                                           dddmmss.s |
 LG1222| LG1219 KINNGADE                            382.050 METERS 00243     |
 LG1222|---------------------------------------------------------------------|
 LG1222
 LG1222                          SUPERSEDED SURVEY CONTROL
 LG1222
 LG1222  ELLIP H (08/18/97)  431.20   (m)                       GP(       ) 4 1
 LG1222  NAD 83(1986)-  40 51 34.93142(N)    097 06 28.57708(W) AD(       ) 3
 LG1222  NGVD 29 (02/23/90)  457.7    (m)         1502.     (f) GPS OBS        
 LG1222
 LG1222.Superseded values are not recommended for survey control.
 LG1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1222.See file dsdata.txt to determine how the superseded data were derived.
 LG1222
 LG1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5946624906(NAD 83)
 LG1222_MARKER: I = METAL ROD
 LG1222_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1222_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1222_STAMPING: KINNGADE AZ MK 1989
 LG1222_MARK LOGO: NGS   
 LG1222_PROJECTION: FLUSH
 LG1222_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1222+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LG1222_ROD/PIPE-DEPTH: 8.50 meters
 LG1222_SLEEVE-DEPTH  : 0.95 meters
 LG1222
 LG1222  HISTORY     - Date     Condition        Report By
 LG1222  HISTORY     - 1989     MONUMENTED       NGS
 LG1222  HISTORY     - 20050803 MARK NOT FOUND   NEDR
 LG1222
 LG1222                          STATION DESCRIPTION
 LG1222
 LG1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1222'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTH OF SEWARD, 4.5 KM
 LG1222'(2.80 MI) NORTH OF EXIT 379 OF INTERSTATE HIGHWAY 80, AT THE SEWARD
 LG1222'MUNICIPAL AIRPORT, NEAR THE TURN-AROUND AT RUNWAY END 34.
 LG1222'OWNERSHIP--SEWARD AIRPORT AUTHORITY, 1545 EAST RIDGE, SEWARD, NE
 LG1222'68434.  AIRPORT MANAGER IS WAYNE BELKS, TELEPHONE 402-643-2125.
 LG1222'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 LG1222'STATE HIGHWAY 15 (EXIT 379), GO NORTH ON STATE HIGHWAY 15 FOR 4.8 KM
 LG1222'(3.00 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST,
 LG1222'THEN SOUTH ON A GRAVEL ROAD FOR 0.56 KM (0.35 MI) TO A FENCE GAP JUST
 LG1222'PAST THE OFFICE.  PASS THROUGH THE GAP AND GO SOUTH, THEN WEST ON THE
 LG1222'ROAD FOR 0.08 KM (0.05 MI) TO A CONCRETE RAMP AT A HANGAR.  CONTINUE
 LG1222'AHEAD WEST, THEN NORTH ON THE RAMP FOR 0.16 KM (0.10 MI) TO ITS
 LG1222'JUNCTION WITH A TAXIWAY.  TURN LEFT AND GO WEST ON THE TAXIWAY FOR
 LG1222'0.08 KM (0.05 MI) TO THE JUNCTION WITH RUNWAY 16-34.  TURN LEFT AND GO
 LG1222'SOUTH KEEPING TO THE SIDE OF THE RUNWAY TO THE TURN-AROUND AT RUNWAY
 LG1222'END 34 AND THE STATION ON THE LEFT.
 LG1222'THE STATION IS 33.0 M (108.3 FT) EAST OF THE RUNWAY CENTERLINE, 3.9 M
 LG1222'(12.8 FT) WEST OF THE NORTHEAST CORNER OF THE TURN-AROUND AND 1.6 M
 LG1222'(5.2 FT) NORTH OF THE TURN-AROUND EDGE.
 LG1222'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1222'DESCRIBED BY R.D.BALL.
 LG1222
 LG1222                          STATION RECOVERY (2005)
 LG1222
 LG1222'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (DC)
 LG1222'BELIEVED DESTROYED BY CONSTRUCTION ON RUNWAY.
 LG1222' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0577 ***********************************************************************
 MN0577  DESIGNATION -  KIRK
 MN0577  PID         -  MN0577
 MN0577  STATE/COUNTY-  NE/BANNER
 MN0577  USGS QUAD   -  LONE PINE BUTTE (1979)
 MN0577
 MN0577                         *CURRENT SURVEY CONTROL
 MN0577  ___________________________________________________________________
 MN0577* NAD 83(1995)-  41 29 39.22003(N)    103 30 42.32633(W)     ADJUSTED  
 MN0577* NAVD 88     -      1449.     (meters)    4754.     (feet)  SCALED    
 MN0577  ___________________________________________________________________
 MN0577  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 MN0577  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 MN0577
 MN0577  HORZ ORDER  -  FIRST
 MN0577
 MN0577.The horizontal coordinates were established by classical geodetic methods
 MN0577.and adjusted by the National Geodetic Survey in August 1997..
 MN0577
 MN0577.The orthometric height was scaled from a topographic map.
 MN0577
 MN0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0577
 MN0577.The geoid height was determined by GEOID03.
 MN0577
 MN0577;                    North         East     Units Scale Factor Converg.
 MN0577;SPC NE       -   190,353.815   206,936.392   MT  0.99965862   -2 19 38.0
 MN0577;UTM  13      - 4,594,692.450   624,225.620   MT  0.99978991   +0 59 10.2
 MN0577
 MN0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0577!SPC NE       -   0.99977583  x   0.99965862  =   0.99943453
 MN0577!UTM  13      -   0.99977583  x   0.99978991  =   0.99956579
 MN0577
 MN0577:                Primary Azimuth Mark                     Grid Az
 MN0577:SPC NE       -  KIRK AZ MK                               107 02 48.3
 MN0577:UTM  13      -  KIRK AZ MK                               103 44 00.1
 MN0577
 MN0577|---------------------------------------------------------------------|
 MN0577| PID    Reference Object                     Distance      Geod. Az  |
 MN0577|                                                           dddmmss.s |
 MN0577| CP8394 KIRK AZ MK                                         1044310.3 |
 MN0577| CP8396 KIRK RM 1                            29.434 METERS 14946     |
 MN0577| CP8395 KIRK AZ MK RESET                                   1835647.8 |
 MN0577| CP8397 KIRK RM 2                           108.728 METERS 29250     |
 MN0577|---------------------------------------------------------------------|
 MN0577
 MN0577                          SUPERSEDED SURVEY CONTROL
 MN0577
 MN0577  NAD 83(1995)-  41 29 39.21973(N)    103 30 42.32579(W) AD(       ) 1
 MN0577  NAD 83(1986)-  41 29 39.21060(N)    103 30 42.32787(W) AD(       ) 1
 MN0577  NAD 27      -  41 29 39.29810(N)    103 30 40.54670(W) AD(       ) 1
 MN0577
 MN0577.Superseded values are not recommended for survey control.
 MN0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0577.See file dsdata.txt to determine how the superseded data were derived.
 MN0577
 MN0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2422694692(NAD 83)
 MN0577_MARKER: DS = TRIANGULATION STATION DISK
 MN0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0577
 MN0577  HISTORY     - Date     Condition        Report By
 MN0577  HISTORY     - 1934     MONUMENTED       CGS
 MN0577  HISTORY     - 1963     GOOD             CGS
 MN0577
 MN0577                          STATION DESCRIPTION
 MN0577
 MN0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0577'THE STATION IS LOCATED ABOUT 13 MILES EAST-SOUTHEAST OF
 MN0577'HARRISBURG AND IS ON THE HIGHEST POINT OF A SMOOTH HILL ON
 MN0577'LAND OWNED BY A MR. SEFRONIK AND AT THE PRESENT TIME LEASED
 MN0577'BY GUST JOHNSON.
 MN0577'
 MN0577'THE STATION MARK IS 100 YARDS EAST OF A NORTH-AND-SOUTH FENCE,
 MN0577'1/3 MILE SOUTHEAST OF A FARMHOUSE AND BUILDINGS OCCUPIED BY
 MN0577'MR. PYLE AND OWNED BY PHIL BARKELL, ON THE WEST EDGE OF A
 MN0577'WHEAT FIELD AND PROJECTS 3 INCHES.
 MN0577'
 MN0577'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 29
 MN0577'AND 88, 18 MILES SOUTH OF GERING, GO EAST ON STATE HIGHWAY
 MN0577'88 FOR 8.0 MILES TO A GRADED CROSS ROAD.  (THERE ARE FARM BUILDINGS
 MN0577'IN THE NORTHWEST ANGLE AND A WINDMILL IN THE SOUTHWEST ANGLE
 MN0577'OF THIS INTERSECTION.) HERE LEAVE STATE HIGHWAY 88, TURN
 MN0577'RIGHT, AND GO SOUTH ON GRADED ROAD FOR 4.0 MILES TO A
 MN0577'CATTLEGUARD, CROSS GUARD AND FOLLOW ROAD SOUTHEASTERLY THROUGH
 MN0577'TIMBER FOR 1.2 MILES TO A FRAME WIRE GATE ACROSS GRADED
 MN0577'ROAD BETWEEN FARM BUILDINGS.  PASS THROUGH GATE AND CONTINUE
 MN0577'SOUTH ON GRADED ROAD FOR 1.0 MILE TO A TRACK SECTION-LINE
 MN0577'CROSS ROAD.  (AZIMUTH MARK IS 0.25 MILE SOUTH OF THIS POINT
 MN0577'IN RIGHT-OF-WAY FENCE ON EAST SIDE OF ROAD.) HERE LEAVE
 MN0577'GRADED ROAD, TURN RIGHT, AND GO WEST ON TRACK ROAD FOR
 MN0577'0.5 MILE TO A POINT 50 YARDS EAST OF A WIRE GATE ACROSS
 MN0577'THE ROAD.  HERE TURN LEFT AND GO SOUTH ALONG WEST EDGE
 MN0577'OF WHEAT FIELD FOR 0.1 MILE TO TOP OF HILL AND STATION.
 MN0577'
 MN0577'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0577'BRONZE DISKS SET AS DESCRIBED.
 MN0577'
 MN0577'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND PROJECTS
 MN0577'4 INCHES.
 MN0577'
 MN0577'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, IN THE
 MN0577'ABOVE-MENTIONED NORTH-AND-SOUTH FENCE AND PROJECTS 4 INCHES.
 MN0577'
 MN0577'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, IN THE
 MN0577'RIGHT-OF-WAY ON THE EAST SIDE OF A NORTH-AND-SOUTH GRADED
 MN0577'ROAD AND PROJECTS 4 INCHES.
 MN0577'
 MN0577'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 MN0577
 MN0577                          STATION RECOVERY (1963)
 MN0577
 MN0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0577'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 MN0577'NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 MN0577'WAS FOUND TO BE DESTROYED.  THE DIRECTIONS TO REFERENCE
 MN0577'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE VERIFIED.  THE DISTANCE
 MN0577'TO REFERENCE MARK NO. 1 WAS VERIFIED.  THE DISTANCE TO REFERENCE
 MN0577'MARK NO. 2 MISSED THE PREVIOUS MEASURMENT BY .14 FOOT.
 MN0577'
 MN0577'A NEW AZIMUTH WAS SET BY THIS PARTY.
 MN0577'
 MN0577'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 MN0577'
 MN0577'THE STATION IS 14 MILES SOUTHWEST OF REDINGTON, 13 MILES
 MN0577'SOUTHEAST OF HARRISBURG, AND ON LAND OWNED BY MRS. SEFRONIK
 MN0577'AND LEASED BY MR. DONALD MURRY.
 MN0577'
 MN0577'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0577'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0577'16.9 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A
 MN0577'GRAVEL ROAD FOR 7.7 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 MN0577'SOUTH OF THE ROAD.  CONTINUE EAST ON THE GRAVEL ROAD FOR
 MN0577'0.5 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 MN0577'ON A GRAVEL ROAD FOR 1.05 MILE TO A SECTION-LINE TRACK ROAD
 MN0577'ON THE LEFT.  TURN LEFT AND GO WEST ON THE TRACK ROAD FOR
 MN0577'0.5 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND TURN LEFT
 MN0577'AND GO SOUTH ALONG THE WEST SIDE OF THE FENCE FOR 0.2 MILE
 MN0577'TO THE TOP OF A SMALL KNOLL AND THE STATION.
 MN0577'
 MN0577'THE STATION MARK, A STANDARD DISK STAMPED KIRK 1934, IS SET
 MN0577'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0577'GROUND.  IT IS 12 FEET EAST OF THE CENTER OF A TRACK ROAD,
 MN0577'5 FEET SOUTH OF A METAL WITNESS POST, AND 1 FOOT EAST OF
 MN0577'A NORTH-SOUTH FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 MN0577'
 MN0577'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KIRK NO 1 1934,
 MN0577'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0577'IT IS 5 FEET WEST OF THE NORTH-SOUTH FENCE AND 5 FEET EAST
 MN0577'OF THE CENTER OF THE TRACK ROAD.
 MN0577'
 MN0577'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KIRK NO 2 1934,
 MN0577'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0577'IT IS 1.5 FEET EAST OF A NORTH-SOUTH FENCE.
 MN0577'
 MN0577'AZIMUTH MARK, A STANDARD DISK STAMPED KIRK 1934 RESET 1963,
 MN0577'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0577'IT IS 40 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 39 FEET
 MN0577'WEST OF A TELEPHONE POLE, 16 FEET WEST OF THE CENTER OF A
 MN0577'WIRE GATE, AND 1.5 FEET EAST OF A METAL WITNESS POST.
 MN0577'
 MN0577'NOTE.  REFERENCE MARKS WERE MEASURED WITH 7 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0728 ***********************************************************************
 NN0728  DESIGNATION -  KIRKWOOD
 NN0728  PID         -  NN0728
 NN0728  STATE/COUNTY-  NE/ROCK
 NN0728  USGS QUAD   -  NEWPORT NE (1954)
 NN0728
 NN0728                         *CURRENT SURVEY CONTROL
 NN0728  ___________________________________________________________________
 NN0728* NAD 83(1995)-  42 42 49.45590(N)    099 18 31.34872(W)     ADJUSTED  
 NN0728* NAVD 88     -       669.     (meters)    2195.     (feet)  SCALED    
 NN0728  ___________________________________________________________________
 NN0728  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 NN0728  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 NN0728
 NN0728  HORZ ORDER  -  FIRST
 NN0728
 NN0728.The horizontal coordinates were established by classical geodetic methods
 NN0728.and adjusted by the National Geodetic Survey in August 1997..
 NN0728
 NN0728.The orthometric height was scaled from a topographic map.
 NN0728
 NN0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0728
 NN0728.The geoid height was determined by GEOID03.
 NN0728
 NN0728;                    North         East     Units Scale Factor Converg.
 NN0728;SPC NE       -   320,048.703   556,622.270   MT  0.99988135   +0 27 29.2
 NN0728;UTM  14      - 4,729,072.853   474,721.217   MT  0.99960786   -0 12 33.9
 NN0728
 NN0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0728!SPC NE       -   0.99989882  x   0.99988135  =   0.99978018
 NN0728!UTM  14      -   0.99989882  x   0.99960786  =   0.99950672
 NN0728
 NN0728:                Primary Azimuth Mark                     Grid Az
 NN0728:SPC NE       -  KIRKWOOD AZ MK RESET                     060 42 27.0
 NN0728:UTM  14      -  KIRKWOOD AZ MK RESET                     061 22 30.1
 NN0728
 NN0728|---------------------------------------------------------------------|
 NN0728| PID    Reference Object                     Distance      Geod. Az  |
 NN0728|                                                           dddmmss.s |
 NN0728| CO3849 KIRKWOOD AZ MK RESET                               0610956.2 |
 NN0728| CO3850 KIRKWOOD RM 1                        40.669 METERS 09247     |
 NN0728| NN0732 NEWPORT MUNICIPAL TANK              APPROX.12.5 KM 1865224.5 |
 NN0728| NN0781 BASSETT MUNICIPAL TANK              APPROX.23.4 KM 2331126.3 |
 NN0728| CO3848 KIRKWOOD AZ MK                                     2494612.0 |
 NN0728| CO3851 KIRKWOOD RM 2                        32.943 METERS 34213     |
 NN0728|---------------------------------------------------------------------|
 NN0728
 NN0728                          SUPERSEDED SURVEY CONTROL
 NN0728
 NN0728  NAD 83(1986)-  42 42 49.46165(N)    099 18 31.35659(W) AD(       ) 1
 NN0728  NAD 27      -  42 42 49.45800(N)    099 18 29.97900(W) AD(       ) 1
 NN0728
 NN0728.Superseded values are not recommended for survey control.
 NN0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0728.See file dsdata.txt to determine how the superseded data were derived.
 NN0728
 NN0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7472129073(NAD 83)
 NN0728_MARKER: DS = TRIANGULATION STATION DISK
 NN0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0728_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NN0728
 NN0728  HISTORY     - Date     Condition        Report By
 NN0728  HISTORY     - 1934     MONUMENTED       CGS
 NN0728  HISTORY     - 1949     GOOD             CGS
 NN0728
 NN0728                          STATION DESCRIPTION
 NN0728
 NN0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0728'STATION IS LOCATED IN SEC. 28, T. 32 N., R. 17 W., ABOUT 7.75
 NN0728'MILES NORTH AND 1.0 MILE EAST OF NEWPORT, ON PROPERTY OWNED BY
 NN0728'MRS. MARY HEITKOTTER, OF LINCOLN, NEBRASKA, 11 FEET NORTH OF
 NN0728'FENCE AND 11 FEET EAST OF FENCE, AND IS 12 INCHES UNDERGROUND.
 NN0728'
 NN0728'TO REACH FROM FARMERS STATE BANK IN NEWPORT, GO EAST ON U.S.
 NN0728'HIGHWAY 20 FOR 0.2 MILE, THENCE LEFT (NORTH) FOR 7.5 MILES,
 NN0728'THENCE RIGHT (EAST) FOR 1.0 MILE, THENCE LEFT (NORTH) FOR 0.25
 NN0728'MILE TO GATE IN FENCE.  ENTER GATE, THENCE LEFT (WEST) 0.2 MILE
 NN0728'ACROSS FIELD TO FENCE CORNER AND STATION.
 NN0728'
 NN0728'REFERENCE MARK NO. 1 IS LOCATED 133.43 FEET EAST OF STATION,
 NN0728'0.4 FOOT NORTH OF FENCE, 142 FEET EAST OF FENCE CORNER AND
 NN0728'PROJECTS 6 INCHES ABOVE GROUND.
 NN0728'
 NN0728'REFERENCE MARK NO. 2 IS LOCATED 108.08 FEET NORTH OF STATION,
 NN0728'1 FOOT EAST OF FENCE, 117 FEET NORTH OF FENCE CORNER AND PROJECTS
 NN0728'7 INCHES ABOVE GROUND.
 NN0728'
 NN0728'AZIMUTH MARK IS LOCATED 1.1 MILES SOUTHWEST OF STATION, 41 FEET
 NN0728'NORTH OF CENTERLINE OF ROAD, 1 FOOT NORTH OF FENCE, AND PROJECTS
 NN0728'2 INCHES ABOVE GROUND.  TO REACH FROM STATION, GO EAST ACROSS
 NN0728'FIELD 0.2 MILE, THENCE RIGHT (SOUTH) 0.3 MILE, THENCE RIGHT (WEST)
 NN0728'0.9 MILE TO MARK ON NORTH SIDE OF ROAD.
 NN0728'
 NN0728'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 NN0728
 NN0728                          STATION RECOVERY (1949)
 NN0728
 NN0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0728'THE STATION, AND REFERENCE MARKS NOS 1 AND 2,
 NN0728'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 NN0728'MARK, WAS DESTROYED DUE TO WIDENING OF ROAD AND A
 NN0728'NEW AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A NEW
 NN0728'AND COMPLETE DESCRIPTION.
 NN0728'
 NN0728'THE STATION IS LOCATED ABOUT 7-3/4 MILES NORTH AND 1.0 MILE
 NN0728'EAST OF NEWPORT, ON THE HIGH POINT OF A RIDGE OVERLOOKING THE
 NN0728'NIOBRARA RIVER TO THE NORTHWEST.  IT IS ABOUT 0.2 MILE WEST
 NN0728'OF NORTH-SOUTH SECTION LINE ROAD AND 11 FEET NORTH OF EAST-WEST
 NN0728'FENCE LINE SEPARATING TWO FIELDS.  IT IS STAMPED KIRKWOOD 1934
 NN0728'AND SET 1 FOOT BELOW THE GROUND SURFACE.
 NN0728'
 NN0728'REFERENCE MARK NO 1 IS EAST OF THE STATION, 1 FOOT NORTH OF
 NN0728'EAST-WEST FENCE LINE.  IT IS STAMPED KIRKWOOD NO 1 1934 AND
 NN0728'PROJECTS 8 INCHES.
 NN0728'
 NN0728'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET IN
 NN0728'THE OPEN FIELD.  IT IS STAMPED KIRKWOOD NO 2 1934 AND PROJECTS
 NN0728'5 INCHES.
 NN0728'
 NN0728'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHEAST OF THE STATION,
 NN0728'25 FEET EAST OF THE CENTER OF OLD NORTH-SOUTH SECTION LINE ROAD,
 NN0728'1 FOOT WEST OF NORTH-SOUTH FENCE LINE AND 1-1/2 FEET SOUTH OF
 NN0728'WITNESS POST.  IT IS STAMPED KIRKWOOD RESET 1949 AND PROJECTS
 NN0728'5 INCHES.
 NN0728'
 NN0728'TO REACH THE STATION FROM THE CROSS STREET JUST NORTH OF THE POST
 NN0728'OFFICE IN NEWPORT, GO EAST FOR 0.2 MILE TO JUNCTION WITH GRAVEL
 NN0728'ROAD, TURN LEFT AND FOLLOW MAIN ROAD NORTH FOR 7.4 MILES
 NN0728'TO SIDE ROAD RIGHT JUST BEFORE REACHING FARM HOUSE ON LEFT,
 NN0728'TURN RIGHT AND GO EAST FOR 1.0 MILE TO CROSSROAD, TURN LEFT AND
 NN0728'GO NORTH ON OLD SECTION LINE ROAD FOR 0.3 MILE TO FENCE CORNER,
 NN0728'(CONTINUE STRAIGHT AHEAD NORTH FOR 0.25 MILE TO THE AZIMUTH
 NN0728'MARK ON THE RIGHT AS DESCRIBED), TURN LEFT AND GO WEST ALONG
 NN0728'NORTH SIDE OF FENCE LINE FOR 0.2 MILE TO THE STATION AS
 NN0728'DESCRIBED.
 NN0728'
 NN0728'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 NN0728'
 NN0728'A 4 FOOT SIGNAL AT STATION LONE TREE IS VISIBLE AT 4 FEET
 NN0728'
 NN0728'A 74 FOOT SIGNAL AT STATION HIGGINS 1934 IS VISIBLE AT 4 FEET
 NN0728'
 NN0728'A 74 FOOT SIGNAL AT STATION BEAVER IS VISIBLE AT 4 FEET
 NN0728'
 NN0728'A 4 FOOT SIGNAL AT STATION BUTLER IS VISIBLE AT 37 FEET
 NN0728'
 NN0728'A 74 FOOT SIGNAL AT STATION STUART IS VISIBLE AT 37 FEET
 NN0728'
 NN0728'A 74 FOOT SIGNAL AT STATION NEWPORT 1934 IS VISIBLE AT 37 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0019 ***********************************************************************
 LH0019  DESIGNATION -  KK 250
 LH0019  PID         -  LH0019
 LH0019  STATE/COUNTY-  NE/ADAMS
 LH0019  USGS QUAD   -  HASTINGS WEST (1983)
 LH0019
 LH0019                         *CURRENT SURVEY CONTROL
 LH0019  ___________________________________________________________________
 LH0019* NAD 83(1986)-  40 35 49.     (N)    098 25 32.     (W)     SCALED    
 LH0019* NAVD 88     -       592.291  (meters)    1943.21   (feet)  ADJUSTED  
 LH0019  ___________________________________________________________________
 LH0019  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 LH0019  DYNAMIC HT  -         591.959 (meters)    1942.12  (feet)  COMP
 LH0019  MODELED GRAV-     980,045.0   (mgal)                       NAVD 88
 LH0019
 LH0019  VERT ORDER  -  FIRST     CLASS II
 LH0019
 LH0019.This mark is at Hastings Municipal Airport (HSI)
 LH0019
 LH0019.The horizontal coordinates were scaled from a topographic map and have
 LH0019.an estimated accuracy of +/- 6 seconds.
 LH0019
 LH0019.The orthometric height was determined by differential leveling
 LH0019.and adjusted by the National Geodetic Survey in June 1991..
 LH0019
 LH0019.The geoid height was determined by GEOID03.
 LH0019
 LH0019.The dynamic height is computed by dividing the NAVD 88
 LH0019.geopotential number by the normal gravity value computed on the
 LH0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0019.degrees latitude (g = 980.6199 gals.).
 LH0019
 LH0019.The modeled gravity was interpolated from observed gravity values.
 LH0019
 LH0019;                    North         East    Units  Estimated Accuracy
 LH0019;SPC NE       -    86,000.      633,230.      MT  (+/- 180 meters Scaled)
 LH0019
 LH0019                          SUPERSEDED SURVEY CONTROL
 LH0019
 LH0019  NGVD 29 (??/??/92)  592.059  (m)         1942.45   (f) ADJ UNCH    1 2
 LH0019
 LH0019.Superseded values are not recommended for survey control.
 LH0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0019.See file dsdata.txt to determine how the superseded data were derived.
 LH0019
 LH0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK486941(NAD 83)
 LH0019_MARKER: DB = BENCH MARK DISK
 LH0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0019_SP_SET: WALL
 LH0019_STAMPING: KK 250 1947
 LH0019_MARK LOGO: CGS   
 LH0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0019+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1991
 LH0019
 LH0019  HISTORY     - Date     Condition        Report By
 LH0019  HISTORY     - 1947     MONUMENTED       CGS
 LH0019  HISTORY     - 1964     GOOD             NGS
 LH0019  HISTORY     - 19910926 GOOD             NGS
 LH0019
 LH0019                          STATION DESCRIPTION
 LH0019
 LH0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0019'2.9 MI NW FROM HASTINGS.
 LH0019'1.8 MILES WEST ALONG U.S. HIGHWAY NO. 6 (CITY ROUTE) FROM THE
 LH0019'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT HASTINGS,
 LH0019'THENCE NORTH 0.9 MILE ALONG A SECTION LINE ROAD, THENCE WEST
 LH0019'0.2 MILE ALONG A SECTION LINE ROAD, AT THE HASTINGS MUNICIPAL
 LH0019'AIRPORT, AT THE NORTHEAST CORNER OF THE BRICK HANGAR, 2.5 FEET
 LH0019'ABOVE THE GROUND, 0.7 FOOT WEST OF THE NORTHEAST CORNER OF THE
 LH0019'HANGAR, SET VERTICALLY IN THE NORTH WALL OF A BRICK HANGAR.
 LH0019
 LH0019                          STATION RECOVERY (1964)
 LH0019
 LH0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LH0019'RECOVERED IN GOOD CONDITION.
 LH0019
 LH0019                          STATION RECOVERY (1991)
 LH0019
 LH0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0019'2.9 KM (1.80 MI) WESTERLY ALONG 12TH STREET FROM THE INTERSECTION OF
 LH0019'U.S. HIGHWAY 281 IN HASTINGS, SET VERTICALLY IN THE NORTH FACE OF A
 LH0019'BRICK HANGAR AT THE HASTINGS MUNICIPAL AIRPORT, 58.2 M (190.9 FT)
 LH0019'NORTH OF THE CENTERLINE OF THE STREET, 0.7 M (2.3 FT) ABOVE THE
 LH0019'GROUND SURFACE, AND 0.2 M (0.7 FT) WEST OF THE NORTHEAST CORNER OF
 LH0019'THE HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1118 ***********************************************************************
 MK1118  DESIGNATION -  KK 87
 MK1118  PID         -  MK1118
 MK1118  STATE/COUNTY-  NE/PLATTE
 MK1118  USGS QUAD   -  PLATTE CENTER (1966)
 MK1118
 MK1118                         *CURRENT SURVEY CONTROL
 MK1118  ___________________________________________________________________
 MK1118* NAD 83(1986)-  41 34 10.     (N)    097 29 26.     (W)     SCALED    
 MK1118* NAVD 88     -       478.466  (meters)    1569.77   (feet)  ADJUSTED  
 MK1118  ___________________________________________________________________
 MK1118  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 MK1118  DYNAMIC HT  -         478.257 (meters)    1569.08  (feet)  COMP
 MK1118  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 MK1118
 MK1118  VERT ORDER  -  SECOND    CLASS 0
 MK1118
 MK1118.The horizontal coordinates were scaled from a topographic map and have
 MK1118.an estimated accuracy of +/- 6 seconds.
 MK1118
 MK1118.The orthometric height was determined by differential leveling
 MK1118.and adjusted by the National Geodetic Survey in June 1991..
 MK1118
 MK1118.The geoid height was determined by GEOID03.
 MK1118
 MK1118.The dynamic height is computed by dividing the NAVD 88
 MK1118.geopotential number by the normal gravity value computed on the
 MK1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1118.degrees latitude (g = 980.6199 gals.).
 MK1118
 MK1118.The modeled gravity was interpolated from observed gravity values.
 MK1118
 MK1118;                    North         East    Units  Estimated Accuracy
 MK1118;SPC NE       -   195,790.      709,200.      MT  (+/- 180 meters Scaled)
 MK1118
 MK1118                          SUPERSEDED SURVEY CONTROL
 MK1118
 MK1118  NGVD 29 (??/??/92)  478.278  (m)         1569.15   (f) ADJ UNCH    2 0
 MK1118
 MK1118.Superseded values are not recommended for survey control.
 MK1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1118.See file dsdata.txt to determine how the superseded data were derived.
 MK1118
 MK1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM258030(NAD 83)
 MK1118_MARKER: DB = BENCH MARK DISK
 MK1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1118_STAMPING: KK 87 1957
 MK1118_MARK LOGO: CGS   
 MK1118_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1118+STABILITY: SURFACE MOTION
 MK1118
 MK1118  HISTORY     - Date     Condition        Report By
 MK1118  HISTORY     - 1957     MONUMENTED       CGS
 MK1118  HISTORY     - 19911018 GOOD             NEDR
 MK1118
 MK1118                          STATION DESCRIPTION
 MK1118
 MK1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1118'2.2 MI N FROM PLATTE CENTER.
 MK1118'ABOUT 2.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1118'STATION AT PLATTE CENTER, IN SECTION 36, T. 19 N., R. 2 W.,
 MK1118'44 FEET EAST OF THE EAST RAIL, 18 FEET NORTH OF MILEPOST 17, 41
 MK1118'FEET NORTH OF THE CENTER LINE OF A CROSS ROAD, 56 FEET NORTHEAST
 MK1118'OF THE CENTER OF THE CROSSING AND IN THE TOP OF A CONCRETE POST
 MK1118'WHICH PROJECTS 6 INCHES.
 MK1118
 MK1118                          STATION RECOVERY (1991)
 MK1118
 MK1118'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991 (HED)
 MK1118'TO REACH FROM THE POST OFFICE AT 3RD AND C STREETS IN PLATTE CENTER,
 MK1118'GO NORTH ON C STREET FOR 0.05 MI (0.08 KM) TO 1ST STREET.  TURN LEFT
 MK1118'AND GO WEST FOR 0.95 MI (1.53 KM) TO A COUNTY ROAD T-INTERSECTION,
 MK1118'TURN RIGHT AND GO NORTH FOR 2.0 MI (3.2 KM) TO A T-ROAD, TURN RIGHT
 MK1118'AND GO EAST ALONG A FIELD ROAD AND SECTION LINE FOR 0.65 MI (1.05 KM)
 MK1118'TO A SET OF RAILROAD TRACKS AND THE MARK, 56.0 FT (17.1 M) NORTHEAST
 MK1118'OF THE CENTER OF THE CROSSING, 44.0 FT (13.4 M) EAST OF THE EAST RAIL,
 MK1118'41.O FT NORTH OF THE CENTERLINE OF THE FIELD ROAD, 2.O FT WEST OF THE
 MK1118'EAST RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) WEST OF A FIBERGLASS WITNESS
 MK1118'POST AND SET INTO THE TOP OF A CONCRETE POST THAT IS RECESSED 0.1 FT
 MK1118'(3.0 CM) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0473 ***********************************************************************
 MN0473  DESIGNATION -  KNAPP
 MN0473  PID         -  MN0473
 MN0473  STATE/COUNTY-  NE/CHEYENNE
 MN0473  USGS QUAD   -  SUNOL (1972)
 MN0473
 MN0473                         *CURRENT SURVEY CONTROL
 MN0473  ___________________________________________________________________
 MN0473* NAD 83(1995)-  41 10 03.60082(N)    102 48 22.67899(W)     ADJUSTED  
 MN0473* NAVD 88     -      1261.1    (meters)    4137.     (feet)  VERTCON   
 MN0473  ___________________________________________________________________
 MN0473  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 MN0473  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 MN0473
 MN0473  HORZ ORDER  -  SECOND
 MN0473
 MN0473.The horizontal coordinates were established by classical geodetic methods
 MN0473.and adjusted by the National Geodetic Survey in August 1997..
 MN0473
 MN0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0473
 MN0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0473
 MN0473.The geoid height was determined by GEOID03.
 MN0473
 MN0473;                    North         East     Units Scale Factor Converg.
 MN0473;SPC NE       -   151,965.948   264,608.454   MT  0.99967592   -1 51 35.0
 MN0473;UTM  13      - 4,559,689.645   684,031.319   MT  1.00001683   +1 26 40.0
 MN0473
 MN0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0473!SPC NE       -   0.99980535  x   0.99967592  =   0.99948134
 MN0473!UTM  13      -   0.99980535  x   1.00001683  =   0.99982218
 MN0473
 MN0473|---------------------------------------------------------------------|
 MN0473| PID    Reference Object                     Distance      Geod. Az  |
 MN0473|                                                           dddmmss.s |
 MN0473| CP7532 KNAPP RM 1                           19.189 METERS 04634     |
 MN0473| MN0481 SIDNEY COLLIER TV MAST              APPROX.19.2 KM 2281930.8 |
 MN0473| CP7531 KNAPP AZ MK                                        2975946.5 |
 MN0473| CP7533 KNAPP RM 2                           16.198 METERS 31428     |
 MN0473|---------------------------------------------------------------------|
 MN0473
 MN0473                          SUPERSEDED SURVEY CONTROL
 MN0473
 MN0473  NAD 83(1995)-  41 10 03.60074(N)    102 48 22.67909(W) AD(       ) 2
 MN0473  NAD 83(1986)-  41 10 03.59545(N)    102 48 22.67922(W) AD(       ) 2
 MN0473  NAD 27      -  41 10 03.65000(N)    102 48 20.96770(W) AD(       ) 2
 MN0473  NGVD 29 (07/19/86) 1260.5    (m)         4135.     (f) VERT ANG       
 MN0473
 MN0473.Superseded values are not recommended for survey control.
 MN0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0473.See file dsdata.txt to determine how the superseded data were derived.
 MN0473
 MN0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8403159690(NAD 83)
 MN0473_MARKER: DS = TRIANGULATION STATION DISK
 MN0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0473_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0473
 MN0473  HISTORY     - Date     Condition        Report By
 MN0473  HISTORY     - 1963     MONUMENTED       CGS
 MN0473
 MN0473                          STATION DESCRIPTION
 MN0473
 MN0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0473'THE STATION IS LOCATED 3-1/4 MILES EAST-NORTHEAST OF COLTON,
 MN0473'2-1/4 MILES WEST-NORTHWEST OF SUNOL, AND 3/4 MILE NORTH OF
 MN0473'U.S. HIGHWAY 30.  IT IS IN PASTURE LAND, ON THE HIGH GROUND
 MN0473'ON THE NORTH SIDE OF LODGEPOLE CREEK VALLEY, ON LAND OWNED
 MN0473'AT PRESENT BY RALPH KNAPP.
 MN0473'
 MN0473'TO REACH THE STATION FROM THE POST OFFICE IN SUNOL, GO SOUTH
 MN0473'1 BLOCK TO U.S. HIGHWAY 30.  TURN RIGHT AND GO WEST ON U.S.
 MN0473'HIGHWAY 30 FOR 1.8 MILES TO A GRAVELED SIDE ROAD ON THE RIGHT.
 MN0473'TURN RIGHT AND GO NORTH ON GRAVEL 1.3 MILES TO A FARM DRIVE
 MN0473'ON THE LEFT.  TURN LEFT INTO THE DRIVE AND GO WEST 0.1 MILE
 MN0473'TO A TO A FENCE CORNER AND GATE ON THE LEFT AT THE ENTRANCE
 MN0473'TO THE FARMYARD.  TURN SHARP LEFT THROUGH THE GATE AND FOLLOW
 MN0473'TRACK ROAD 0.5 MILE SOUTH, WEST, AND SOUTH UP ONTO THE BLUFFS
 MN0473'OVERLOOKING THE VALLEY.  LEAVE TRACK ROAD, TURN RIGHT, AND
 MN0473'GO WEST 0.05 MILE TO THE STATION AT A FENCE CORNER.
 MN0473'
 MN0473'THE STATION MARK IS A STANDARD DISK STAMPED KNAPP 1963 CEMENTED
 MN0473'IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH
 MN0473'THE SURFACE OF THE GROUND.  IT IS 64.3 FEET SOUTHWEST OF A
 MN0473'METAL WITNESS POST WITH SIGN, AND 28.3 FEET SOUTH-SOUTHEAST
 MN0473'OF A FENCE CORNER POST.
 MN0473'
 MN0473'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KNAPP
 MN0473'NO 1 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0473'PROJECTING 5 INCHES ABOVE GROUND.  IT IS 1.4 FEET WEST OF
 MN0473'A METAL WITNESS POST WITH SIGN, 0.3 FOOT SOUTH OF A WIRE FENCE,
 MN0473'AND AT THE SAME ELEVATION AS THE STATION.
 MN0473'
 MN0473'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KNAPP
 MN0473'NO 2 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0473'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 26.2 FEET NORTHWEST
 MN0473'OF THE FENCE CORNER, 0.6 FOOT WEST OF THE WIRE FENCE, AND AT
 MN0473'THE SAME ELEVATION AS THE STATION.
 MN0473'
 MN0473'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KNAPP 1963 CEMENTED
 MN0473'IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 6 INCHES
 MN0473'ABOVE GROUND.  IT IS 12.5 FEET EAST OF A FENCE CORNER POST,
 MN0473'1.3 FEET EAST-SOUTHEAST OF A METAL WITNESS POST WITH SIGN,
 MN0473'AND 0.8 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MN0473'
 MN0473'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST
 MN0473'AND NORTHWEST ALONG THE SOUTH SIDE OF A WIRE FENCE, ON TRACK
 MN0473'ROAD FOR 0.3 MILE TO A NORTH-SOUTH FENCE LINE AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1820 ***********************************************************************
 NM1820  CBN         -  This is a Cooperative Base Network Control Station.
 NM1820  DESIGNATION -  KNOX
 NM1820  PID         -  NM1820
 NM1820  STATE/COUNTY-  NE/KNOX
 NM1820  USGS QUAD   -  BLOOMFIELD SE (1968)
 NM1820
 NM1820                         *CURRENT SURVEY CONTROL
 NM1820  ___________________________________________________________________
 NM1820* NAD 83(1995)-  42 34 06.13072(N)    097 30 17.88895(W)     ADJUSTED  
 NM1820* NAVD 88     -       576.9    (meters)    1893.     (feet)  GPS OBS   
 NM1820  ___________________________________________________________________
 NM1820  X           -    -614,520.931 (meters)                     COMP
 NM1820  Y           -  -4,664,623.705 (meters)                     COMP
 NM1820  Z           -   4,292,684.137 (meters)                     COMP
 NM1820  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 NM1820  ELLIP HEIGHT-         551.44  (meters)          (07/10/01) GPS OBS
 NM1820  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 NM1820
 NM1820  HORZ ORDER  -  B
 NM1820  ELLP ORDER  -  FOURTH    CLASS I
 NM1820
 NM1820.The horizontal coordinates were established by GPS observations
 NM1820.and adjusted by the National Geodetic Survey in June 1996..
 NM1820
 NM1820.The orthometric height was determined by GPS observations and a
 NM1820.high-resolution geoid model.
 NM1820
 NM1820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1820
 NM1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1820
 NM1820.The ellipsoidal height was determined by GPS observations
 NM1820.and is referenced to NAD 83.
 NM1820
 NM1820.The geoid height was determined by GEOID03.
 NM1820
 NM1820;                    North         East     Units Scale Factor Converg.
 NM1820;SPC NE       -   306,631.657   704,802.401   MT  0.99983082   +1 39 12.4
 NM1820;UTM  14      - 4,713,967.899   622,708.193   MT  0.99978525   +1 00 41.3
 NM1820
 NM1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1820!SPC NE       -   0.99991352  x   0.99983082  =   0.99974436
 NM1820!UTM  14      -   0.99991352  x   0.99978525  =   0.99969879
 NM1820
 NM1820|---------------------------------------------------------------------|
 NM1820| PID    Reference Object                     Distance      Geod. Az  |
 NM1820|                                                           dddmmss.s |
 NM1820| NM2016 KNOX RM 1                            40.432 METERS 09438     |
 NM1820| NM2017 KNOX RM 2                            28.132 METERS 18535     |
 NM1820| NM2011 KNOX AZ MK                          APPROX. 1.6 KM 2704503.2 |
 NM1820| NM2012 KNOX AZ MK 2                        APPROX. 0.8 KM 2741826.2 |
 NM1820| NM2018 KNOX RM 3                            14.728 METERS 34947     |
 NM1820|---------------------------------------------------------------------|
 NM1820
 NM1820                          SUPERSEDED SURVEY CONTROL
 NM1820
 NM1820  ELLIP H (06/25/96)  551.49   (m)                       GP(       ) 1 1
 NM1820  NAD 83(1986)-  42 34 06.13645(N)    097 30 17.87914(W) AD(       ) 1
 NM1820  NAD 27      -  42 34 06.13200(N)    097 30 16.65700(W) AD(       ) 1
 NM1820
 NM1820.Superseded values are not recommended for survey control.
 NM1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1820.See file dsdata.txt to determine how the superseded data were derived.
 NM1820
 NM1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2270813968(NAD 83)
 NM1820_MARKER: DS = TRIANGULATION STATION DISK
 NM1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1820_SP_SET: CONCRETE POST
 NM1820_STAMPING: KNOX 1940
 NM1820_MARK LOGO: CGS   
 NM1820_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1820+STABILITY: SURFACE MOTION
 NM1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1820+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 NM1820
 NM1820  HISTORY     - Date     Condition        Report By
 NM1820  HISTORY     - 1940     MONUMENTED       CGS
 NM1820  HISTORY     - 1940     GOOD             CGS
 NM1820  HISTORY     - 1975     GOOD             NEDR
 NM1820  HISTORY     - 1982     GOOD             LOCENG
 NM1820  HISTORY     - 1983     GOOD             LOCENG
 NM1820  HISTORY     - 19830615 GOOD             NGS
 NM1820  HISTORY     - 19950622 GOOD             NGS
 NM1820  HISTORY     - 20000613 GOOD             NEDR
 NM1820
 NM1820                          STATION DESCRIPTION
 NM1820
 NM1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1820'STATION IS LOCATED ON THE GROUNDS OF A SMALL COUNTRY SCHOOL,
 NM1820'ABOUT 5.25 MILES NORTH-NORTHEAST OF WAUSA AND 7.5 MILES
 NM1820'EAST-SOUTHEAST OF BLOOMFIELD, IN THE NORTHWEST CORNER OF SEC.
 NM1820'24, T. 30 N., R. 2 W.
 NM1820'
 NM1820'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 NM1820'AND STATE HIGHWAY 84, 6 MILES EAST OF BLOOMFIELD, GO SOUTH
 NM1820'ON U.S. HIGHWAY 81 FOR 2 MILES TO A CROSS ROAD (TO REACH
 NM1820'AZIMUTH MARK FROM THIS POINT CONTINUE SOUTH ON U.S. HIGHWAY
 NM1820'81 FOR 115 FEET TO THE MARK ON THE LEFT (EAST) SIDE OF THE
 NM1820'HIGHWAY), TURN LEFT (EAST) AND GO 1 MILE TO A CROSS ROAD,
 NM1820'TURN RIGHT (SOUTH) AND GO 225 FEET TO THE STATION ON THE
 NM1820'LEFT (EAST) SIDE OF THE ROAD NEAR A SCHOOL.
 NM1820'
 NM1820'STATION MARK IS STAMPED KNOX 1940 AND IS SET 4 INCHES
 NM1820'UNDERGROUND.  IT IS 30 FEET EAST OF THE CENTER OF A DIRT
 NM1820'ROAD, 25 FEET SOUTHEAST OF A TELEPHONE POLE, 45 FEET WEST
 NM1820'OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, 41 FEET NORTH
 NM1820'OF A FENCE CORNER, 12 FEET NORTH OF A SMALL TREE AND 12 FEET
 NM1820'SOUTH OF A SMALL TREE.
 NM1820'
 NM1820'REFERENCE MARK NO. 1 IS STAMPED KNOX NO. 1 1940 AND PROJECTS
 NM1820'4 INCHES.  IT IS 72 FEET EAST OF THE SOUTHEAST CORNER OF THE
 NM1820'SCHOOLHOUSE, 1 FOOT WEST OF A FENCE AND 26 FEET NORTH OF A
 NM1820'FENCE CORNER.
 NM1820'
 NM1820'REFERENCE MARK NO. 2 IS STAMPED KNOX NO. 2 1940 AND PROJECTS
 NM1820'6 INCHES.  IT IS 52 FEET SOUTH OF A FENCE CORNER, 21 FEET EAST
 NM1820'OF THE CENTER OF A DIRT ROAD AND 1 FOOT WEST OF A FENCE.
 NM1820'
 NM1820'THE AZIMUTH MARK IS STAMPED KNOX 1940 AND PROJECTS 6 INCHES.
 NM1820'IT IS 115 FEET SOUTH OF A DIRT CROSS ROAD, 37 FEET EAST OF
 NM1820'THE CENTER OF U.S. HIGHWAY 81, 60 FEET NORTH OF POWER POLE
 NM1820'NO. 2-47, 2 FEET WEST OF A FENCE AND 3 FEET NORTH OF A WHITE
 NM1820'REFERENCE POST.
 NM1820'
 NM1820'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NM1820'AS DESCRIBED.
 NM1820'
 NM1820'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NM1820
 NM1820                          STATION RECOVERY (1940)
 NM1820
 NM1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 NM1820'RECOVERED IN GOOD CONDITION.
 NM1820
 NM1820                          STATION RECOVERY (1975)
 NM1820
 NM1820'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 NM1820'STATION, AND AZIMUTH FOUND IN GOOD CONDITION AS DESCRIBED.
 NM1820'
 NM1820'NEAREST TOWN--WAUSA.
 NM1820
 NM1820                          STATION RECOVERY (1982)
 NM1820
 NM1820'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (DH)
 NM1820'KNOX 1940 RECOVERED GOOD.
 NM1820'
 NM1820'KNOX REF. NO. 1 1940 RECOVERED GOOD.
 NM1820'
 NM1820'KNOX REF. NO. 2 1940 DESTROYED (IS LAYING THERE BUT WAS GRADED OUT.)
 NM1820'
 NM1820'AZIMUTH KNOX 1940 RECOVERED GOOD.
 NM1820'
 NM1820'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.25 MILES NORTH-NORTHEAST
 NM1820'OF WAUSA, NEBRASKA.
 NM1820
 NM1820                          STATION RECOVERY (1983)
 NM1820
 NM1820'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (DH)
 NM1820'KNOX 1940 RECOVERED GOOD.
 NM1820'
 NM1820'REF. MARK 1, KNOX NO. 1 1940 RECOVERED GOOD.
 NM1820'
 NM1820'REF. MARK 2, KNOX NO 2, 1940 DESTROYED, LAYING IN ROAD DITCH.
 NM1820'
 NM1820'AZIMUTH MARK, KNOX 1940 RECOVERED GOOD.
 NM1820'
 NM1820'DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/4 MILES NORTH-NORTHEAST
 NM1820'OF WAUSA, NEBR.
 NM1820
 NM1820                          STATION RECOVERY (1983)
 NM1820
 NM1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NM1820'THE SURFACE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 NM1820'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND LYING ON TOP OF
 NM1820'THE GROUND.  REFERENCE MARK 3 WAS ESTABLISHED.  THE DISTANCE AND
 NM1820'DIRECTION TO RM 1 AGREED WITH 1940 DATA.  A NEW DESCRIPTION FOLLOWS.
 NM1820'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) EAST FROM BLOOMFIELD,
 NM1820'8.4 KM (5.2 MI) NORTH-NORTHEAST FROM WAUSA, IN THE NORTHWEST CORNER
 NM1820'OF SEC24, T30N, R2W, AT AN OLD ABANDONED SCHOOL AND ON PROPERTY OWNED
 NM1820'BY WALT LAFRENTZ, 612 WEST MAIN STREET, BLOOMFIELD, NEBRASKA  68718.
 NM1820'TELEPHONE 402 373 4442.
 NM1820'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 84 AND 121, ABOUT 9.66 KM
 NM1820'(6.00 MI) EAST FROM BLOOMFIELD, GO SOUTH ON HIGHWAY 121 FOR 3.22 KM
 NM1820'(2.00 MI) TO A GRADED CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHEAST
 NM1820'ANGLE OF THE INTERSECTION.  TURN LEFT AND GO EAST ON THE GRADED ROAD
 NM1820'FOR 1.61 KM (1.00 MI) TO A GRADED CROSSROAD.  TURN RIGHT AND GO SOUTH
 NM1820'FOR 0.08 KM (0.05 MI) TO THE OLD SCHOOL BUILDING AND THE STATION ON
 NM1820'THE LEFT.
 NM1820'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 NM1820'FLUSH WITH THE GROUND.  IT IS 13.59 M (44.59 FT) WEST FROM THE
 NM1820'SOUTHWEST CORNER OF THE OLD SCHOOL BUILDING, 9.15 M (30.02 FT) EAST
 NM1820'FROM THE CENTERLINE FO THE ROAD, 1.98 M (6.50 FT) EAST FROM A
 NM1820'NORTH/SOUTH FENCE AND 0.46 M (1.51 FT) SOUTH FROM A WITNESS POST.
 NM1820'THE UNDERGROUND MARK WAS NOT INSPECTED.
 NM1820'NOTE----THIS STATION WAS VISITED AGAIN IN 1987, AT WHICH TIME ALL
 NM1820'MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE WAY
 NM1820'OF ROAD CONSTRUCTION AND HAS BEEN REPLACED WITH KNOX AZ MK 2.  THE
 NM1820'ORIGINAL AZIMUTH MARK IS NOW DESTROYED.
 NM1820
 NM1820                          STATION RECOVERY (1995)
 NM1820
 NM1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NM1820'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF
 NM1820'BLOOMFIELD, 5.5 MI (8.9 KM) NORTH-NORTHEAST OF WAUSA, 1 MI (1.6 KM)
 NM1820'EAST OF STATE HIGHWAY 121, AT THE SITE OF AN OLD ABANDONED SCHOOL,
 NM1820'NEAR THE NW CORNER OF SEC24, T30N, R2W, ON WHAT IS BELIEVED TO BE
 NM1820'COUNTY ROAD RIGHT-OF-WAY ADJACENT TO PROPERTY OWNED BY WALTER
 NM1820'LEWERENTZ, MAINVIEW APARTMENTS, BLOOMFIELD, NEBRASKA 68715. TELEPHONE
 NM1820'402-373-4388 AND RENTED BY RAYMOND RODGERS, RURAL ROUTE 1, WAUSA,
 NM1820'NEBRASKA 68786.  TELEPHONE 402-586-2486, WHO GAVE PERMISSION. TO REACH
 NM1820'THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 84 AND 121, 6 MI (9.7 KM)
 NM1820'EAST OF BLOOMFIELD, GO SOUTH ON HIGHWAY 121 FOR 2.0 MI (3.2 KM) TO A
 NM1820'GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR
 NM1820'1.0 MI (1.6 KM) TO THE END OF GRAVEL AT A BLADED, DIRT CROSSROAD.
 NM1820'CONTINUE AHEAD, EAST, ON DIRT ROAD FOR 0.1 MI (0.2 KM) TO AN
 NM1820'INTERSECTION AND THE MARK AND THE OLD SCHOOL BUILDING IN THE SOUTHEAST
 NM1820'ANGLE OF THE INTERSECTION.  THE DISK IS SET INTO THE TOP OF A SQUARE
 NM1820'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 226.0 FT (68.9
 NM1820'M) SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 56.4 FT (17.2 M)
 NM1820'SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 47.9 FT (14.6 M)
 NM1820'SOUTH-SOUTHEAST OF KNOX RM 3, 132.2 FT (40.3 M) WEST OF KNOX RM 1,
 NM1820'45.0 FT (13.7 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NM1820'BUILDING, 29.5 FT (9.0 M) EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 NM1820'ROAD, 7.0 FT (2.1 M) EAST OF A FENCE, 2.6 FT (0.8 M) NORTH OF A
 NM1820'WITNESS POST, 1.7 FT (0.5 M) SOUTH OF A WITNESS POST AND ABOUT 3 FT
 NM1820'(0.9 M) HIGHER THAN THE ROAD.
 NM1820
 NM1820                          STATION RECOVERY (2000)
 NM1820
 NM1820'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 NM1820'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM2012 ***********************************************************************
 NM2012  DESIGNATION -  KNOX AZ MK 2
 NM2012  PID         -  NM2012
 NM2012  STATE/COUNTY-  NE/KNOX
 NM2012  USGS QUAD   -  BLOOMFIELD SE (1968)
 NM2012
 NM2012                         *CURRENT SURVEY CONTROL
 NM2012  ___________________________________________________________________
 NM2012* NAD 83(1995)-  42 34 08.13009(N)    097 30 53.83062(W)     ADJUSTED  
 NM2012* NAVD 88     -       571.     (meters)    1873.     (feet)  SCALED    
 NM2012  ___________________________________________________________________
 NM2012  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 NM2012  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 NM2012
 NM2012  HORZ ORDER  -  THIRD
 NM2012
 NM2012.The horizontal coordinates were established by classical geodetic methods
 NM2012.and adjusted by the National Geodetic Survey in August 1997..
 NM2012
 NM2012.The orthometric height was scaled from a topographic map.
 NM2012
 NM2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM2012
 NM2012.The geoid height was determined by GEOID03.
 NM2012
 NM2012;                    North         East     Units Scale Factor Converg.
 NM2012;SPC NE       -   306,669.713   703,981.343   MT  0.99983100   +1 38 48.6
 NM2012;UTM  14      - 4,714,015.150   621,887.651   MT  0.99978278   +1 00 17.0
 NM2012
 NM2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM2012!SPC NE       -   0.99991444  x   0.99983100  =   0.99974545
 NM2012!UTM  14      -   0.99991444  x   0.99978278  =   0.99969724
 NM2012
 NM2012                          SUPERSEDED SURVEY CONTROL
 NM2012
 NM2012  NAD 83(1986)-  42 34 08.13582(N)    097 30 53.82072(W) AD(       ) 3
 NM2012
 NM2012.Superseded values are not recommended for survey control.
 NM2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2012.See file dsdata.txt to determine how the superseded data were derived.
 NM2012
 NM2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2188814015(NAD 83)
 NM2012_MARKER: DZ = AZIMUTH MARK DISK
 NM2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2012_SP_SET: CONCRETE POST
 NM2012_STAMPING: KNOX 1940 NO 2 1987
 NM2012_MARK LOGO: NGS   
 NM2012_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NM2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2012+STABILITY: SURFACE MOTION
 NM2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM2012+SATELLITE: SATELLITE OBSERVATIONS - 1987
 NM2012
 NM2012  HISTORY     - Date     Condition        Report By
 NM2012  HISTORY     - 1987     MONUMENTED       NGS
 NM2012
 NM2012                          STATION DESCRIPTION
 NM2012
 NM2012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NM2012'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) EAST FROM BLOOMFIELD, 8 KM
 NM2012'(5.0 MI) NORTH-NORTHEAST FROM WAUSA AND ON THE SOUTH RIGHT-OF-WAY OF
 NM2012'A COUNTY ROAD.
 NM2012'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 84 AND 121, ABOUT 9.66 KM
 NM2012'(6.00 MI) EAST FROM BLOOMFIELD, GO SOUTH ON HIGHWAY 121 FOR 3.21 KM
 NM2012'(1.99 MI) TO A GRADED CROSSROAD.  TURN LEFT AND GO EAST ON THE GRADED
 NM2012'ROAD FOR 0.8 KM (0.5 MI) TO THE STATION ON THE RIGHT.
 NM2012'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 NM2012'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.O M BELOW
 NM2012'THE GROUND SURFACE.  THE MARKS ARE 8.53 M (27.99 FT) SOUTH FROM THE
 NM2012'CENTERLINE OF THE ROAD, 7.41 M (24.31 FT) WEST FROM THE EAST GATE
 NM2012'POST OF A GATE IN A FENCE, 3.66 M (12.01 FT) WEST FROM THE CENTERLINE
 NM2012'OF A FIELD ROAD LEADING SOUTH, 0.76 M (2.49 FT) NORTH FROM A WITNESS
 NM2012'POST AND IN LINE WITH A FENCE LEADING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1876 ***********************************************************************
 MK1876  DESIGNATION -  KOBZA
 MK1876  PID         -  MK1876
 MK1876  STATE/COUNTY-  NE/BUTLER
 MK1876  USGS QUAD   -  DWIGHT (1966)
 MK1876
 MK1876                         *CURRENT SURVEY CONTROL
 MK1876  ___________________________________________________________________
 MK1876* NAD 83(1995)-  41 07 13.49912(N)    097 05 47.81599(W)     ADJUSTED  
 MK1876* NAVD 88     -       498.     (meters)    1634.     (feet)  SCALED    
 MK1876  ___________________________________________________________________
 MK1876  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 MK1876  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 MK1876
 MK1876  HORZ ORDER  -  SECOND
 MK1876
 MK1876.The horizontal coordinates were established by classical geodetic methods
 MK1876.and adjusted by the National Geodetic Survey in August 1997..
 MK1876
 MK1876.The orthometric height was scaled from a topographic map.
 MK1876
 MK1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1876
 MK1876.The geoid height was determined by GEOID03.
 MK1876
 MK1876;                    North         East     Units Scale Factor Converg.
 MK1876;SPC NE       -   146,992.005   743,708.100   MT  0.99968109   +1 55 26.6
 MK1876;UTM  14      - 4,553,870.388   659,789.884   MT  0.99991425   +1 15 07.2
 MK1876
 MK1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1876!SPC NE       -   0.99992600  x   0.99968109  =   0.99960712
 MK1876!UTM  14      -   0.99992600  x   0.99991425  =   0.99984026
 MK1876
 MK1876:                Primary Azimuth Mark                     Grid Az
 MK1876:SPC NE       -  DWIGHT MUNICIPAL TANK                    121 30 55.1
 MK1876:UTM  14      -  DWIGHT MUNICIPAL TANK                    122 11 14.5
 MK1876
 MK1876|---------------------------------------------------------------------|
 MK1876| PID    Reference Object                     Distance      Geod. Az  |
 MK1876|                                                           dddmmss.s |
 MK1876| MK1873 DWIGHT MUNICIPAL TANK               APPROX. 7.7 KM 1232621.7 |
 MK1876| CN8953 KOBZA RM 1                           87.420 METERS 15936     |
 MK1876| CN8954 KOBZA RM 2                           91.385 METERS 20623     |
 MK1876|---------------------------------------------------------------------|
 MK1876
 MK1876                          SUPERSEDED SURVEY CONTROL
 MK1876
 MK1876  NAD 83(1986)-  41 07 13.50809(N)    097 05 47.81499(W) AD(       ) 2
 MK1876  NAD 27      -  41 07 13.46126(N)    097 05 46.69264(W) AD(       ) 2
 MK1876
 MK1876.Superseded values are not recommended for survey control.
 MK1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1876.See file dsdata.txt to determine how the superseded data were derived.
 MK1876
 MK1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5979053870(NAD 83)
 MK1876_MARKER: DD = SURVEY DISK
 MK1876_SETTING: 0 = UNSPECIFIED SETTING
 MK1876
 MK1876  HISTORY     - Date     Condition        Report By
 MK1876  HISTORY     - 1967     MONUMENTED       USGS
 MK1876
 MK1876                          STATION DESCRIPTION
 MK1876
 MK1876'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK1876'THE STATION IS ON FARM OF JOHN C. KOBZA, APPROX. 15.0 MI N. OF
 MK1876'SEWARD, T. 13 N., R. 3 E., NEAR THE QUARTER COR. BETWEEN SECS. 4
 MK1876'AND 9, 2 FT S. OF E.-W. FENCE, 169 FT W. OF FENCE CORNER, IN
 MK1876'OPEN PASTURE.
 MK1876'
 MK1876'TO REACH THE STATION FROM THE NW. COR. OF THE SQUARE IN SEWARD,
 MK1876'GO N.-W. ON STATE HWY. 15 FOR 14.8 MI TO CROSSROADS, TURN RIGHT
 MK1876'(E.) AND GO 0.2 MI TO FIELD ENTRANCE N., PASS THROUGH WIRE GATE
 MK1876'AND GO N., 0.1 MI TO STATION.
 MK1876'
 MK1876'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 MK1876'ON 1/2 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK1876'12 IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK1876'
 MK1876'THE STATION MARK IS STAMPED ET KOBZA, THE MARK IS BURIED 18 IN.
 MK1876'
 MK1876'THE REFERENCE MARK 1 IS SSE OF THE STATION, 70 FT W. OF FENCE
 MK1876'CORNER, 270 FT S. OF E.-W. FENCE STAMPED KOBZA NO 1 1967.
 MK1876'
 MK1876'REFERENCE MARK 2 IS SSW. OF THE STATION, 303 FT W. OF FENCE
 MK1876'CORNER, 270 FT S. OF E.-W. FENCE STAMPED KOBZA NO 2 1967.
 MK1876'
 MK1876'AZIMUTH MARK MWT IN DWIGHT CHURCH SPIRE IN DWIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0449 ***********************************************************************
 MN0449  DESIGNATION -  KOCH
 MN0449  PID         -  MN0449
 MN0449  STATE/COUNTY-  NE/GARDEN
 MN0449  USGS QUAD   -  OSHKOSH SW (1971)
 MN0449
 MN0449                         *CURRENT SURVEY CONTROL
 MN0449  ___________________________________________________________________
 MN0449* NAD 83(1995)-  41 15 03.37360(N)    102 28 29.42240(W)     ADJUSTED  
 MN0449* NAVD 88     -      1197.     (meters)    3927.     (feet)  SCALED    
 MN0449  ___________________________________________________________________
 MN0449  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 MN0449  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 MN0449
 MN0449  HORZ ORDER  -  SECOND
 MN0449
 MN0449.The horizontal coordinates were established by classical geodetic methods
 MN0449.and adjusted by the National Geodetic Survey in August 1997..
 MN0449
 MN0449.The orthometric height was scaled from a topographic map.
 MN0449
 MN0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0449
 MN0449.The geoid height was determined by GEOID03.
 MN0449
 MN0449;                    North         East     Units Scale Factor Converg.
 MN0449;SPC NE       -   160,357.794   292,667.719   MT  0.99966844   -1 38 24.2
 MN0449;UTM  13      - 4,569,689.215   711,571.441   MT  1.00015093   +1 39 56.2
 MN0449
 MN0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0449!SPC NE       -   0.99981550  x   0.99966844  =   0.99948400
 MN0449!UTM  13      -   0.99981550  x   1.00015093  =   0.99996640
 MN0449
 MN0449:                Primary Azimuth Mark                     Grid Az
 MN0449:SPC NE       -  OSHKOSH STATE HIGHWAY MAST               077 05 57.7
 MN0449:UTM  13      -  OSHKOSH STATE HIGHWAY MAST               073 47 37.3
 MN0449
 MN0449|---------------------------------------------------------------------|
 MN0449| PID    Reference Object                     Distance      Geod. Az  |
 MN0449|                                                           dddmmss.s |
 MN0449| MN0446 OSHKOSH STATE HIGHWAY MAST          APPROX.13.1 KM 0752733.5 |
 MN0449| CP7540 KOCH RM 1                            23.207 METERS 09024     |
 MN0449| CP7539 KOCH AZ MK                                         1913746.4 |
 MN0449| MN0451 PLATTE PLINE CO SHORTWAVE MAST      APPROX. 4.7 KM 2694834.4 |
 MN0449| CP7541 KOCH RM 2                            22.669 METERS 35311     |
 MN0449|---------------------------------------------------------------------|
 MN0449
 MN0449                          SUPERSEDED SURVEY CONTROL
 MN0449
 MN0449  NAD 83(1995)-  41 15 03.37344(N)    102 28 29.42332(W) AD(       ) 2
 MN0449  NAD 83(1986)-  41 15 03.37098(N)    102 28 29.42436(W) AD(       ) 2
 MN0449  NAD 27      -  41 15 03.42580(N)    102 28 27.73940(W) AD(       ) 2
 MN0449
 MN0449.Superseded values are not recommended for survey control.
 MN0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0449.See file dsdata.txt to determine how the superseded data were derived.
 MN0449
 MN0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1157169689(NAD 83)
 MN0449_MARKER: DS = TRIANGULATION STATION DISK
 MN0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0449_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0449
 MN0449  HISTORY     - Date     Condition        Report By
 MN0449  HISTORY     - 1963     MONUMENTED       CGS
 MN0449
 MN0449                          STATION DESCRIPTION
 MN0449
 MN0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0449'THE STATION IS LOCATED 13 MILES SOUTH-SOUTHWEST OF OSHKOSH,
 MN0449'11-1/2 MILES NORTHEAST OF LODGEPOLE, AND 11 MILES NORTH OF
 MN0449'CHAPPELL.  IT IS ON THE NORTH SIDE RIGHT-OF-WAY OF A SECTION
 MN0449'LINE ROAD, AND ON THE EAST SIDE OF A DRIVEWAY INTO A FARMHOUSE
 MN0449'PRESENTLY OWNED BY MR. LEE KOCH.
 MN0449'
 MN0449'TO REACH THE STATION FROM THE POST OFFICE IN CHAPPELL GO WEST ON
 MN0449'U.S. HIGHWAY 30 FOR 0.35 MILE TO A CROSSROAD.  TURN RIGHT AND
 MN0449'GO NORTH 10.9 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 MN0449'NORTH 0.25 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST 0.1
 MN0449'MILE TO DRIVEWAY AND STATION ON THE LEFT.
 MN0449'
 MN0449'THE STATION MARK IS A STANDARD DISK STAMPED KOCH 1963 SET
 MN0449'IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE
 MN0449'SURFACE OF THE GROUND.  IT IS 42 FEET NORTH-NORTHEAST OF THE
 MN0449'INTERSECTION OF THE CENTERLINES OF THE DRIVEWAY AND THE
 MN0449'SECTION LINE ROAD, 13 FEET WEST OF A METAL WITNESS POST PLACED
 MN0449'AT THE SOUTHWEST CORNER OF A CORRAL.
 MN0449'
 MN0449'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KOCH NO
 MN0449'1 1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH
 MN0449'WITH THE SURFACE OF THE GROUND.  IT IS 37 FEET NORTH OF THE CENTER
 MN0449'OF THE SECTION LINE ROAD, 1.9 FEET SOUTH OF THE CORRAL FENCE,
 MN0449'AND 1 FOOT HIGHER THAN STATION ELEVATION.
 MN0449'
 MN0449'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KOCH NO 2
 MN0449'1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS
 MN0449'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 45 FEET SOUTH
 MN0449'OF THE CENTER OF A WELL, 23 FEET EAST OF THE CENTER OF THE FARM
 MN0449'DRIVEWAY, AND 8 INCHES HIGHER THAN STATION ELEVATION.
 MN0449'
 MN0449'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KOCH 1963 SET IN THE
 MN0449'TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 6 INCHES ABOVE
 MN0449'THE SURFACE OF THE GROUND.  IT IS 39 FEET EAST OF THE CENTER
 MN0449'OF A GRADED GRAVEL ROAD, 1.9 FEET NORTH OF THE BASE OF A TELEPHONE
 MN0449'POLE, AND 1.9 FEET NORTH-NORTHEAST OF A METAL WITNESS POST
 MN0449'WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0749 ***********************************************************************
 NN0749  DESIGNATION -  KOLA
 NN0749  PID         -  NN0749
 NN0749  STATE/COUNTY-  NE/HOLT
 NN0749  USGS QUAD   -  CARSON LAKE (1981)
 NN0749
 NN0749                         *CURRENT SURVEY CONTROL
 NN0749  ___________________________________________________________________
 NN0749* NAD 83(1995)-  42 07 14.23027(N)    099 13 39.75072(W)     ADJUSTED  
 NN0749* NAVD 88     -       780.     (meters)    2559.     (feet)  SCALED    
 NN0749  ___________________________________________________________________
 NN0749  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 NN0749  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 NN0749
 NN0749  HORZ ORDER  -  FIRST
 NN0749
 NN0749.The horizontal coordinates were established by classical geodetic methods
 NN0749.and adjusted by the National Geodetic Survey in August 1997..
 NN0749
 NN0749.The orthometric height was scaled from a topographic map.
 NN0749
 NN0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0749
 NN0749.The geoid height was determined by GEOID03.
 NN0749
 NN0749;                    North         East     Units Scale Factor Converg.
 NN0749;SPC NE       -   254,236.943   563,844.978   MT  0.99971611   +0 30 42.5
 NN0749;UTM  14      - 4,663,193.699   481,177.372   MT  0.99960436   -0 09 09.8
 NN0749
 NN0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0749!SPC NE       -   0.99988126  x   0.99971611  =   0.99959741
 NN0749!UTM  14      -   0.99988126  x   0.99960436  =   0.99948567
 NN0749
 NN0749:                Primary Azimuth Mark                     Grid Az
 NN0749:SPC NE       -  KOLA AZ MK                               031 42 28.6
 NN0749:UTM  14      -  KOLA AZ MK                               032 22 20.9
 NN0749
 NN0749|---------------------------------------------------------------------|
 NN0749| PID    Reference Object                     Distance      Geod. Az  |
 NN0749|                                                           dddmmss.s |
 NN0749| CO3867 KOLA AZ MK                                         0321311.1 |
 NN0749| CO3868 KOLA RM 1                            16.954 METERS 07417     |
 NN0749| CO3869 KOLA RM 2                             7.425 METERS 33442     |
 NN0749| NN0750 JOSIE                               APPROX. 7.6 KM 3483718.1 |
 NN0749|---------------------------------------------------------------------|
 NN0749
 NN0749                          SUPERSEDED SURVEY CONTROL
 NN0749
 NN0749  NAD 83(1986)-  42 07 14.23454(N)    099 13 39.76114(W) AD(       ) 1
 NN0749  NAD 27      -  42 07 14.22300(N)    099 13 38.37200(W) AD(       ) 1
 NN0749
 NN0749.Superseded values are not recommended for survey control.
 NN0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0749.See file dsdata.txt to determine how the superseded data were derived.
 NN0749
 NN0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8117763194(NAD 83)
 NN0749_MARKER: DS = TRIANGULATION STATION DISK
 NN0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0749
 NN0749  HISTORY     - Date     Condition        Report By
 NN0749  HISTORY     - 1949     MONUMENTED       CGS
 NN0749  HISTORY     - 1974     GOOD             USGS
 NN0749
 NN0749                          STATION DESCRIPTION
 NN0749
 NN0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0749'THE STATION IS LOCATED ABOUT 12.0 MILES EAST AND 2.5 MILES
 NN0749'SOUTH OF THE ROSE POST OFFICE, ABOUT 2.25 MILES NORTH AND 0.25
 NN0749'MILES EAST OF THE CORNER WHERE HOLT, ROCK, LOUP AND GARFIELD
 NN0749'COUNTIES JOIN TOGETHER AND ABOUT 2.5 MILES WEST AND 2.0 MILES
 NN0749'SOUTH OF THE OLD KOLA POST OFFICE WHICH IS NOW ABANDONED.  IT
 NN0749'IS ON THE HIGHEST HILL IN THE VICINITY WHICH IS THE MOST
 NN0749'EASTERLY OF THREE HILLS OF ABOUT THE SAME ELEVATION.  IT IS 9.4
 NN0749'FEET EAST-SOUTHEAST OF A WITNESS POST, IT PROJECTS 5 INCHES
 NN0749'AND IS STAMPED KOLA 1949
 NN0749'
 NN0749'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED
 NN0749'IN THE TOP OF A FIVE INCH CAST-IRON PIPE PROJECTING 24 INCHES
 NN0749'ABOVE THE GROUND.  IT IS ON THE EAST SLOPE OF THE HILL ABOUT
 NN0749'5.0 FEET BELOW THE ELEVATION OF THE STATION AND IS STAMPED
 NN0749'KOLA NO 1 1949.
 NN0749'
 NN0749'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL ABOUT
 NN0749'2.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 8
 NN0749'INCHES AND IS STAMPED KOLA NO 2 1949.
 NN0749'
 NN0749'THE AZIMUTH MARK IS 281.0 FEET EAST OF THE CENTER OF A WIRE
 NN0749'GATE, ABOUT 70 YARDS EAST-NORTHEAST OF THE CENTER OF A WINDMILL
 NN0749'AND 0.8 OF A FOOT SOUTH OF AN EAST-WEST FENCE.  IT PROJECTS
 NN0749'6 INCHES AND IS STAMPED KOLA 1949.
 NN0749'
 NN0749'TO REACH THE STATION FROM THE POST OFFICE IN BURWELL, GO NORTH
 NN0749'ON PAVED STREET FOR 0.05 OF A MILE, TURN RIGHT AND GO EAST ON
 NN0749'STREET FOR 0.4 OF A MILE TO THE STREET INTERSECTION WITH STATE
 NN0749'HIGHWAYS NO. 11 AND NO. 53, TURN LEFT ON STATE HIGHWAYS NO. 11
 NN0749'AND NO. 53 AND GO NORTH FOR 0.4 OF A MILE TO WHERE STATE HIGHWAY
 NN0749'NO. 53 TURNS TO THE RIGHT, HERE CONTINUE STRAIGHT AHEAD (NORTH)
 NN0749'ON STATE HIGHWAY NO. 11 FOR 27.85 MILES TO A T ROAD LEFT, TURN
 NN0749'LEFT ON SAND ROAD AND GO WEST FOR 4.15 MILES TO A T
 NN0749'INTERSECTION AT A SCHOOL HOUSE ON THE RIGHT, TURN RIGHT AND GO
 NN0749'NORTH AND WEST ON MAIN ROAD FOR 0.3 OF A MILE TO A FORK,
 NN0749'TAKE LEFT FORK AND CONTINUE WEST FOR 0.4 OF A MILE TO A
 NN0749'CATTLE GUARD, CONTINUE WEST AND SOUTHWEST FOR 0.65 OF A MILE
 NN0749'TO A CATTLE GUARD SOUTH OF A RANCH HOUSE, CONTINUE WEST
 NN0749'ACROSS A SMALL PASTURE TO ANOTHER CATTLE GUARD, CROSS
 NN0749'GUARD AND TAKE THE RIGHT FORK WEST AND NORTHWEST FOR 0.65 OF
 NN0749'A MILE TO A WIRE GATE AND CATTLE GUARD, CROSS CATTLE
 NN0749'GUARD AND CONTINUE ON MAIN TRACK ROAD NORTH-NORTHWEST
 NN0749'FOR 0.3 OF A MILE TO A CATTLE GUARD, CROSS CATTLE GUARD
 NN0749'AND BEAR LEFT AND GO WESTERLY FOR 0.2 OF A MILE TO A WIRE
 NN0749'GATE AND CATTLE GUARD, CROSS CATTLE GUARD AND TAKE LEFT FORK ON
 NN0749'MAIN TRACK ROAD FOR 0.3 OF A MILE TO A WIRE GATE AND CATTLE GUARD.
 NN0749'CROSS GUARD AND CONTINUE WESTERLY ON MAIN TRACK ROAD FOR 0.45
 NN0749'OF A MILE TO A FORK, TAKE LEFT FORK AND GO WEST AND SOUTHWEST FOR
 NN0749'0.1 OF A MILE TO A WIRE GATE AND CATTLE GUARD SOUTHEAST OF
 NN0749'A RANCH HOUSE, CROSS CATTLE GUARD AND TURN RIGHT AND CONTINUE
 NN0749'WESTERLY ON MAIN TRACK ROAD FOR 0.9 OF A MILE TO A CATTLE
 NN0749'GUARD, CROSS CATTLE GUARD AND CONTINUE WESTERLY ON MAIN TRACK
 NN0749'ROAD FOR 0.15 OF A MILE TO A CROSS-TRAIL AT A RANCH HOUSE
 NN0749'ON THE RIGHT, TURN SHARP LEFT AND FOLLOW TRACK ROAD
 NN0749'SOUTH FOR 0.55 OF A MILE TO A WIRE GATE AND CATTLE
 NN0749'GUARD JUST WEST OF A FENCE CORNER, CONTINUE SOUTH
 NN0749'ON TRACK ROAD FOR 0.4 OF A MILE TO A POINT WHERE THE ROAD BEARS
 NN0749'TO THE RIGHT, BEAR RIGHT AND CIRCLE TO THE RIGHT OF LOW GROUND
 NN0749'FOR 0.3 OF A MILE COMMING BACK TO THE ROAD JUST SOUTH OF A
 NN0749'WHITE SCHOOL HOUSE AT A CROSSROAD, HERE TURN SHARP RIGHT AND
 NN0749'GO WEST ON TRACK ROAD FOR 0.5 OF A MILE TO A WIRE GATE AND
 NN0749'CATTLE GUARD, CROSS CATTLE GUARD AND GO WEST ON TRACK ROAD
 NN0749'FOR 0.35 OF A MILE TO A RANCH HOUSE, PASS THROUGH RANCH
 NN0749'YARD TO A WIRE GATE JUST SOUTHEAST OF THE RANCH HOUSE,
 NN0749'TURN RIGHT AND GO WESTERLY ON TRACK ROAD FOR 0.25 OF A MILE
 NN0749'TO A WIRE GATE AT A TELEPHONE LINE, PASS THROUGH WIRE GATE
 NN0749'AND CONTINUE WESTERLY ON TRACK ROAD FOR 0.3 OF A MILE TO A
 NN0749'POINT JUST AFTER PASSING A HIGH HILL ON THE RIGHT WITH THREE
 NN0749'CEDAR TREES ON THE EAST SLOPE, TURN LEFT OFF OF THE TRACK
 NN0749'ROAD AT THIS POINT AND GO SOUTHWEST ACROSS A PASTURE (NO
 NN0749'TRAIL) FOR 0.45 OF A MILE TO A WIRE GATE JUST NORTHWEST OF A
 NN0749'WINDMILL, (AZIMUTH MARK EAST OF THIS GATE AS DESCRIBED).
 NN0749'PASS THROUGH WIRE GATE AND PICK OUT A ROAD SOUTH,
 NN0749'SOUTHWEST AND SOUTH ACROSS PASTURE BY FOLLOWING THE RIDGES FOR
 NN0749'ABOUT 0.45 OF A MILE TO TOP OF HIGHEST POINT AND THE
 NN0749'STATION AS DESCRIBED.
 NN0749'
 NN0749'A 47 FOOT SIGNAL AT STATION JOSIE IS VISIBLE AT 4 FEET.
 NN0749'
 NN0749'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET.
 NN0749'
 NN0749'A 47 FOOT SIGNAL AT STATION ABBOTT IS VISIBLE AT 4 FEET.
 NN0749'
 NN0749'A 4 FOOT SIGNAL AT STATION GRANT IS VISIBLE AT 4 FEET.
 NN0749
 NN0749                          STATION RECOVERY (1974)
 NN0749
 NN0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DWB)
 NN0749'SAND HAS BLOWN AWAY FROM THE STATION MARK AND IT PROJECTS
 NN0749'ABOUT 30 INCHES BUT APPEARS OK.
 NN0749'
 NN0749'R.M. 2 IS LEANING AND IN A BLOW OUT AND IN DANGER OF BEING
 NN0749'DESTROYED.
 NN0749'
 NN0749'AZIMUTH MARK WAS FOUND LYING ON THE SURFACE AND IS DESTROYED.
 NN0749'
 NN0749'R.M. 1 IS OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1277 ***********************************************************************
 LH1277  DESIGNATION -  KOLLER
 LH1277  PID         -  LH1277
 LH1277  STATE/COUNTY-  NE/KEARNEY
 LH1277  USGS QUAD   -  HEARTWELL (1969)
 LH1277
 LH1277                         *CURRENT SURVEY CONTROL
 LH1277  ___________________________________________________________________
 LH1277* NAD 83(1995)-  40 32 14.32087(N)    098 51 49.55746(W)     ADJUSTED  
 LH1277* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 LH1277  ___________________________________________________________________
 LH1277  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 LH1277  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 LH1277
 LH1277  HORZ ORDER  -  THIRD
 LH1277
 LH1277.The horizontal coordinates were established by classical geodetic methods
 LH1277.and adjusted by the National Geodetic Survey in August 1997..
 LH1277
 LH1277.The orthometric height was scaled from a topographic map.
 LH1277
 LH1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1277
 LH1277.The geoid height was determined by GEOID03.
 LH1277
 LH1277;                    North         East     Units Scale Factor Converg.
 LH1277;SPC NE       -    78,795.189   596,240.633   MT  0.99980020   +0 45 10.7
 LH1277;UTM  14      - 4,487,405.214   511,537.239   MT  0.99960164   +0 05 18.8
 LH1277
 LH1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1277!SPC NE       -   0.99990255  x   0.99980020  =   0.99970277
 LH1277!UTM  14      -   0.99990255  x   0.99960164  =   0.99950423
 LH1277
 LH1277:                Primary Azimuth Mark                     Grid Az
 LH1277:SPC NE       -  KOLLER AZ MK                             062 34 13.2
 LH1277:UTM  14      -  KOLLER AZ MK                             063 14 05.1
 LH1277
 LH1277|---------------------------------------------------------------------|
 LH1277| PID    Reference Object                     Distance      Geod. Az  |
 LH1277|                                                           dddmmss.s |
 LH1277| LH1599 KOLLER AZ MK                                       0631923.9 |
 LH1277| LH1237 MINDEN KEARNEY CO CTHSE FLAG        APPROX. 8.3 KM 2392022.7 |
 LH1277| LH1600 KOLLER RM 1                          24.737 METERS 24930     |
 LH1277| LH1540 KOLLER 2                             16.658 METERS 28346     |
 LH1277| LH1601 KOLLER RM 2                          17.981 METERS 32340     |
 LH1277|---------------------------------------------------------------------|
 LH1277
 LH1277                          SUPERSEDED SURVEY CONTROL
 LH1277
 LH1277  NAD 83(1986)-  40 32 14.32772(N)    098 51 49.55786(W) AD(       ) 3
 LH1277  NAD 27      -  40 32 14.27400(N)    098 51 48.27700(W) AD(       ) 3
 LH1277
 LH1277.Superseded values are not recommended for survey control.
 LH1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1277.See file dsdata.txt to determine how the superseded data were derived.
 LH1277
 LH1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1153787405(NAD 83)
 LH1277_MARKER: DS = TRIANGULATION STATION DISK
 LH1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1277_SP_SET: CONCRETE POST
 LH1277_STAMPING: KOLLER 1951
 LH1277_MARK LOGO: CGS   
 LH1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1277+STABILITY: SURFACE MOTION
 LH1277
 LH1277  HISTORY     - Date     Condition        Report By
 LH1277  HISTORY     - 1951     MONUMENTED       CGS
 LH1277  HISTORY     - 1951     GOOD             CGS
 LH1277  HISTORY     - 1964     GOOD             CGS
 LH1277  HISTORY     - 1981     GOOD             LOCENG
 LH1277  HISTORY     - 19830503 SEE DESCRIPTION  NGS
 LH1277
 LH1277                          STATION DESCRIPTION
 LH1277
 LH1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1277'THE STATION IS LOCATED 5.0 MILES SOUTHWEST OF HEARTWELL AND 5.3
 LH1277'MILES NORTHEAST FROM THE JUNCTION OF STATE HIGHWAY 10 AND U.S.
 LH1277'HIGHWAYS 6 AND 34.  IT IS 26.5 FEET NORTH-NORTHEAST OF THE CENTER
 LH1277'OF U.S. HIGHWAYS 6 AND 34, 18.5 FEET EAST OF A FARM DRIVEWAY, 8
 LH1277'FEET SOUTH OF A WITNESS POST AND 8 FEET SOUTHEAST OF A FENCE
 LH1277'CORNER.  IT IS STAMPED KOLLER 1951 AND IS SET FLUSH.
 LH1277'
 LH1277'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE AND 39
 LH1277'FEET NORTH-NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 6 AND 34.
 LH1277'IT IS STAMPED KOLLER NO 1 1951 AND PROJECTS 5 INCHES.
 LH1277'
 LH1277'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE, 86 FEET
 LH1277'NORTH-NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 6 AND 34 AND 14
 LH1277'FEET WEST OF THE CENTER OF A DRIVEWAY.  IT IS STAMPED KOLLER NO 2
 LH1277'1951 AND PROJECTS 1 INCH.
 LH1277'
 LH1277'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 LH1277'2 IS 86.35 FEET.
 LH1277'
 LH1277'THE AZIMUTH MARK IS LOCATED 44 FEET SOUTHEAST OF THE CENTER OF
 LH1277'U.S. HIGHWAYS 6 AND 34, 31 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1277'DIRT ROAD, 3 FEET WEST OF A POWER LINE POLE AND 1.5 FEET WEST OF A
 LH1277'WITNESS POST.  IT IS STAMPED KOLLER 1951 AND PROJECTS 2 INCHES.
 LH1277'
 LH1277'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON U.S.
 LH1277'HIGHWAYS 6 AND 34 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LH1277'DESCRIBED.
 LH1277
 LH1277                          STATION RECOVERY (1951)
 LH1277
 LH1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1277'RECOVERED IN GOOD CONDITION.
 LH1277
 LH1277                          STATION RECOVERY (1964)
 LH1277
 LH1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1277'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1277'IN GOOD CONDITION, EXCEPT THE STATION MARK WAS ABOUT 6 INCHES
 LH1277'BELOW THE SURFACE OF A DRIVEWAY.  THIS STATION WAS OCCUPIED AND
 LH1277'THE ANGLES WERE MEASURED, SO A POSITION COULD BE COMPUTED FOR THE
 LH1277'NEW MINDEN, MUNICIPAL WATER TANK.  THERE ARE SOME LOCAL CHANGES,
 LH1277'SO A COMPLETE DESCRIPTION FOLLOWS.
 LH1277'
 LH1277'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF THE TOWN OF MINDEN
 LH1277'ALONG THE NORTH SIDE OF U.S. HIGHWAYS 6 AND 34 AND 5 MILES
 LH1277'SOUTHWEST OF THE SMALL TOWN OF HEARTWELL, 26.5 FEET NORTHWEST OF
 LH1277'THE CENTERLINE OF U.S. HIGHWAYS 6 AND 34, 184 FEET WEST-NORTHWEST
 LH1277'OF THE WEST CORNER OF A LARGE STEEL GRAIN STORAGE BIN, 8 FEET
 LH1277'SOUTH-SOUTHEAST OF A FENCE CORNER, AND 8.4 FEET SOUTH OF A NEW
 LH1277'STEEL WITNESS POST WITH A SIGN.  THE MARK IS 2 INCHES BELOW THE
 LH1277'SURFACE OF THE GROUND AND THE DISK IS STAMPED KOLLER 1951.
 LH1277'
 LH1277'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 34
 LH1277'AND STATE HIGHWAY 10 IN MINDEN, GO NORTHEAST ON U.S. HIGHWAYS 6
 LH1277'AND 34 FOR 5.3 MILES TO A DRIVEWAY ON THE LEFT AND THE STATION.
 LH1277'
 LH1277'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE-LINE AND 39
 LH1277'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAYS 6 AND 34.  THE
 LH1277'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED KOLLER NO 1 1951.
 LH1277'
 LH1277'REFERENCE MARK NO. 2 IS 86 FEET NORTHWEST OF THE CENTERLINE OF
 LH1277'U.S. HIGHWAY 6 AND 34 AND 14 FEET WEST OF THE CENTER OF DRIVEWAY.
 LH1277'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KOLLER NO 2
 LH1277'1951.
 LH1277'
 LH1277'AZIMUTH MARK IS 0.4 MILE NORTHEAST OF THE STATION, 44 FEET
 LH1277'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAYS 6 AND 34, 31 FEET
 LH1277'EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 3 FEET WEST OF A
 LH1277'POWER POLE, AND 1 FOOT EAST-NORTHEAST OF A STEEL WITNESS POST.
 LH1277'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KOLLER 1951.
 LH1277'
 LH1277'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON U.S.
 LH1277'HIGHWAYS 6 AND 34 FOR 0.4 MILE TO THE CROSSROADS AND THE AZIMUTH
 LH1277'MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 LH1277'
 LH1277'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LH1277
 LH1277                          STATION RECOVERY (1981)
 LH1277
 LH1277'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DH)
 LH1277'KOLLER 1951 RECOVERED GOOD.
 LH1277'
 LH1277'REF NO. 1 RECOVERED GOOD.
 LH1277'
 LH1277'REF NO. 2 NOT RECOVERED.
 LH1277'
 LH1277'AZIMUTH MARK RECOVERED GOOD.
 LH1277
 LH1277                          STATION RECOVERY (1983)
 LH1277
 LH1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1277'THE SURFACE STATION MARK, RM 1 AND THE AZIMUTH MARK WERE RECOVERED IN
 LH1277'GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  RM 2 HAD BEEN DESTROYED.
 LH1277'THE ABOVE MARKS ARE IN THE WAY OF ROAD CONSTRUCTION, THEREFORE,
 LH1277'KOLLER 2, RM 3, RM 4 AND KOLLER 2 AZ MK HAVE BEEN ESTABLISHED.
 LH1277'THE DISTANCE RM 1 AGREED WITH 1951 DATA BUT THE DIRECTION WAS 1
 LH1277'MINUTE, 47 SECONDS SMALLER.  A CHECK ANGLE WAS OBTAINED TO THE
 LH1277'MINDEN, KEARNEY COUNTY COURTHOUSE FLAGSTAFF AND TO THE MINDEN
 LH1277'MUNICIPAL WATER TANK.
 LH1277'THE AZIMUTH MARK AND RM 1 WERE DESTROYED THIS DATE.  THE STATION WAS
 LH1277'LEFT IN PLACE AND WILL BE DESTROYED, OR WILL BE UNDER THE NEW HIGHWAY
 LH1277'SURFACE.   THE ORIGINAL UNDERGROUND MARK WILL PROBABLY NOT BE
 LH1277'DISTURBED, HOWEVER, IT WILL NOT BE USEABLE.
 LH1277'FOR FURTHER DETAILS SEE THE DESCRIPTION TO KOLLER 2 AND THE
 LH1277'PERIPHERAL MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1540 ***********************************************************************
 LH1540  DESIGNATION -  KOLLER 2
 LH1540  PID         -  LH1540
 LH1540  STATE/COUNTY-  NE/KEARNEY
 LH1540  USGS QUAD   -  HEARTWELL (1969)
 LH1540
 LH1540                         *CURRENT SURVEY CONTROL
 LH1540  ___________________________________________________________________
 LH1540* NAD 83(1995)-  40 32 14.44934(N)    098 51 50.24496(W)     ADJUSTED  
 LH1540* NAVD 88     -       645.     (meters)    2116.     (feet)  SCALED    
 LH1540  ___________________________________________________________________
 LH1540  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 LH1540  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 LH1540
 LH1540  HORZ ORDER  -  THIRD
 LH1540
 LH1540.The horizontal coordinates were established by classical geodetic methods
 LH1540.and adjusted by the National Geodetic Survey in August 1997..
 LH1540
 LH1540.The orthometric height was scaled from a topographic map.
 LH1540
 LH1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1540
 LH1540.The geoid height was determined by GEOID03.
 LH1540
 LH1540;                    North         East     Units Scale Factor Converg.
 LH1540;SPC NE       -    78,798.938   596,224.406   MT  0.99980019   +0 45 10.3
 LH1540;UTM  14      - 4,487,409.150   511,521.060   MT  0.99960163   +0 05 18.3
 LH1540
 LH1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1540!SPC NE       -   0.99990276  x   0.99980019  =   0.99970297
 LH1540!UTM  14      -   0.99990276  x   0.99960163  =   0.99950443
 LH1540
 LH1540|---------------------------------------------------------------------|
 LH1540| PID    Reference Object                     Distance      Geod. Az  |
 LH1540|                                                           dddmmss.s |
 LH1540| LH1277 KOLLER                               16.658 METERS 10346     |
 LH1540| LH1237 MINDEN KEARNEY CO CTHSE FLAG        APPROX. 8.3 KM 2391533.6 |
 LH1540| LH1541 KOLLER 2 AZ MK                      APPROX. 0.9 KM 2404015.4 |
 LH1540| LH1597 KOLLER 2 RM 3                        10.830 METERS 24114     |
 LH1540| LH1598 KOLLER 2 RM 4                        63.286 METERS 32228     |
 LH1540|---------------------------------------------------------------------|
 LH1540
 LH1540                          SUPERSEDED SURVEY CONTROL
 LH1540
 LH1540  NAD 83(1986)-  40 32 14.45610(N)    098 51 50.24490(W) AD(       ) 3
 LH1540
 LH1540.Superseded values are not recommended for survey control.
 LH1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1540.See file dsdata.txt to determine how the superseded data were derived.
 LH1540
 LH1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1152187409(NAD 83)
 LH1540_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1540_SP_SET: CONCRETE POST
 LH1540_STAMPING: KOLLER 2 1983
 LH1540_MARK LOGO: NGS   
 LH1540_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1540+STABILITY: SURFACE MOTION
 LH1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1540+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LH1540
 LH1540  HISTORY     - Date     Condition        Report By
 LH1540  HISTORY     - 1983     MONUMENTED       NGS
 LH1540
 LH1540                          STATION DESCRIPTION
 LH1540
 LH1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1540'THE STATION IS LOCATED ABOUT 8.85 KM (5.50 MI) NORTHEAST FROM MINDEN,
 LH1540'8.0 KM (5.0 MI) SOUTHWEST FROM HEARTWELL AND ON THE NORTH
 LH1540'RIGHT-OF-WAY OF U.S. HIGHWAY 6, 34, ADJACENT TO FARM BUILDINGS OF MR.
 LH1540'ARDEN SINSEL.
 LH1540'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 10 AND U.S. HIGHWAY 6, 34.
 LH1540'IN MINDEN, GO NORTHEASTERLY ON HIGHWAY 6, 34 FOR 7.64 KM (4.75 MI) TO
 LH1540'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.89
 LH1540'KM (0.55 MI) TO THE STATION ON THE LEFT.
 LH1540'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1540'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.2 M
 LH1540'(3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 63.4 M (208.0 FT)
 LH1540'SOUTHEAST FROM THE SOUTHEAST CORNER OF A METAL BARN, 19.4 M (63.6 FT)
 LH1540'NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 10.7 M (35.1 FT)
 LH1540'SOUTHWEST FROM THE CENTERLINE OF THE EXISTING DRIVEWAY AND 0.6 M
 LH1540'(2.0 FT) SOUTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1541 ***********************************************************************
 LH1541  DESIGNATION -  KOLLER 2 AZ MK
 LH1541  PID         -  LH1541
 LH1541  STATE/COUNTY-  NE/KEARNEY
 LH1541  USGS QUAD   -  HEARTWELL (1969)
 LH1541
 LH1541                         *CURRENT SURVEY CONTROL
 LH1541  ___________________________________________________________________
 LH1541* NAD 83(1995)-  40 32 00.28422(N)    098 52 23.28576(W)     ADJUSTED  
 LH1541* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 LH1541  ___________________________________________________________________
 LH1541  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 LH1541  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 LH1541
 LH1541  HORZ ORDER  -  THIRD
 LH1541
 LH1541.The horizontal coordinates were established by classical geodetic methods
 LH1541.and adjusted by the National Geodetic Survey in August 1997..
 LH1541
 LH1541.The orthometric height was scaled from a topographic map.
 LH1541
 LH1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1541
 LH1541.The geoid height was determined by GEOID03.
 LH1541
 LH1541;                    North         East     Units Scale Factor Converg.
 LH1541;SPC NE       -    78,351.954   595,452.754   MT  0.99980134   +0 44 48.4
 LH1541;UTM  14      - 4,486,971.231   510,744.433   MT  0.99960142   +0 04 56.8
 LH1541
 LH1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1541!SPC NE       -   0.99990263  x   0.99980134  =   0.99970399
 LH1541!UTM  14      -   0.99990263  x   0.99960142  =   0.99950409
 LH1541
 LH1541                          SUPERSEDED SURVEY CONTROL
 LH1541
 LH1541  NAD 83(1986)-  40 32 00.29087(N)    098 52 23.28581(W) AD(       ) 3
 LH1541
 LH1541.Superseded values are not recommended for survey control.
 LH1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1541.See file dsdata.txt to determine how the superseded data were derived.
 LH1541
 LH1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1074486971(NAD 83)
 LH1541_MARKER: DZ = AZIMUTH MARK DISK
 LH1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1541_SP_SET: CONCRETE POST
 LH1541_STAMPING: KOLLER 2 1983
 LH1541_MARK LOGO: NGS   
 LH1541_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1541+STABILITY: SURFACE MOTION
 LH1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1541+SATELLITE: SATELLITE OBSERVATIONS - 1983
 LH1541
 LH1541  HISTORY     - Date     Condition        Report By
 LH1541  HISTORY     - 1983     MONUMENTED       NGS
 LH1541
 LH1541                          STATION DESCRIPTION
 LH1541
 LH1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1541'THE STATION IS LOCATED ABOUT 7.74 KM (4.81 MI) NORTHEAST FROM MINDEN
 LH1541'AND ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 6, 34.
 LH1541'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 10 AND U.S. HIGHWAY 6, 34,
 LH1541'IN MINDEN, GO NORTHEAST ON THE U.S. HIGHWAY FOR 7.64 KM (4.75 MI) TO
 LH1541'THE MARK ON THE LEFT.
 LH1541'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1541'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.1 M
 LH1541'(3.6 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 18.9 M (62.0 FT)
 LH1541'NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 1.00 M (3.28 FT) EAST
 LH1541'FROM A RIGHT-OF-WAY MARKER AND 0.76 M (2.49 FT) SOUTHEAST FROM A
 LH1541'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0410 ***********************************************************************
 NO0410  DESIGNATION -  KOSHOPAH
 NO0410  PID         -  NO0410
 NO0410  STATE/COUNTY-  NE/BROWN
 NO0410  USGS QUAD   -  KOSHOPAH (1986)
 NO0410
 NO0410                         *CURRENT SURVEY CONTROL
 NO0410  ___________________________________________________________________
 NO0410* NAD 83(1995)-  42 05 43.63114(N)    100 02 50.12332(W)     ADJUSTED  
 NO0410* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 NO0410  ___________________________________________________________________
 NO0410  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 NO0410  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 NO0410
 NO0410  HORZ ORDER  -  FIRST
 NO0410
 NO0410.The horizontal coordinates were established by classical geodetic methods
 NO0410.and adjusted by the National Geodetic Survey in August 1997..
 NO0410
 NO0410.The orthometric height was scaled from a topographic map.
 NO0410
 NO0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0410
 NO0410.The geoid height was determined by GEOID03.
 NO0410
 NO0410;                    North         East     Units Scale Factor Converg.
 NO0410;SPC NE       -   251,158.291   496,091.750   MT  0.99971149   -0 01 52.7
 NO0410;UTM  14      - 4,660,904.961   413,397.951   MT  0.99969228   -0 42 07.5
 NO0410
 NO0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0410!SPC NE       -   0.99986858  x   0.99971149  =   0.99958010
 NO0410!UTM  14      -   0.99986858  x   0.99969228  =   0.99956090
 NO0410
 NO0410:                Primary Azimuth Mark                     Grid Az
 NO0410:SPC NE       -  KOSHOPAH AZ MK                           012 39 29.1
 NO0410:UTM  14      -  KOSHOPAH AZ MK                           013 19 43.9
 NO0410
 NO0410|---------------------------------------------------------------------|
 NO0410| PID    Reference Object                     Distance      Geod. Az  |
 NO0410|                                                           dddmmss.s |
 NO0410| CO3870 KOSHOPAH AZ MK                                     0123736.4 |
 NO0410| CO3871 KOSHOPAH RM 1                         8.712 METERS 11239     |
 NO0410| CO3872 KOSHOPAH RM 2                        11.256 METERS 21624     |
 NO0410|---------------------------------------------------------------------|
 NO0410
 NO0410                          SUPERSEDED SURVEY CONTROL
 NO0410
 NO0410  NAD 83(1986)-  42 05 43.63551(N)    100 02 50.13179(W) AD(       ) 1
 NO0410  NAD 27      -  42 05 43.62800(N)    100 02 48.66700(W) AD(       ) 1
 NO0410
 NO0410.Superseded values are not recommended for survey control.
 NO0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0410.See file dsdata.txt to determine how the superseded data were derived.
 NO0410
 NO0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1339860905(NAD 83)
 NO0410_MARKER: DS = TRIANGULATION STATION DISK
 NO0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0410
 NO0410  HISTORY     - Date     Condition        Report By
 NO0410  HISTORY     - 1949     MONUMENTED       CGS
 NO0410  HISTORY     - 1974     GOOD             USGS
 NO0410
 NO0410                          STATION DESCRIPTION
 NO0410
 NO0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0410'THE STATION IS LOCATED ABOUT 3.0 MILES EAST AND 1/2 MILE
 NO0410'SOUTH OF THE KOSHOPAH STORE AND POST OFFICE, 2-1/4 MILES
 NO0410'SOUTH OF THE VALLEY VIEW SCHOOL HOUSE AND 1/2 MILE NORTH OF
 NO0410'THE BROWN-BLAINE COUNTY LINE, ON THE HIGHEST POINT OF A
 NO0410'PROMINENT SAND HILL AND ON LAND OWNED BY MR. LOUIS ENGLERT
 NO0410'WHO LIVES ABOUT 6.0 MILES SOUTH OF THE STATION.  IT IS NEAR
 NO0410'THE NORTH END OF THE SAND HILL 6-1/2 FEET EAST OF WITNESS
 NO0410'POST AND STAMPED KOSHOPAH 1949 AND PROJECTS 3 INCHES.
 NO0410'
 NO0410'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION AND ABOUT
 NO0410'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED KOSHOPAH
 NO0410'NO 1 1949 AND PROJECTS 3 INCHES.
 NO0410'
 NO0410'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION AND
 NO0410'ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED
 NO0410'KOSHOPAH NO 2 1949 AND PROJECTS 3 INCHES.
 NO0410'
 NO0410'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH-NORTHEAST OF THE
 NO0410'STATION, ABOUT 150 FEET EAST OF WIRE GATE, 2-1/2 FEET EAST
 NO0410'OF WITNESS POST AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.
 NO0410'IT IS STAMPED KOSHOPAH 1949 AND PROJECTS 4 INCHES.
 NO0410'
 NO0410'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NO0410'GO SOUTH ON STATE ROUTE NO 7 FOR 25.7 MILES TO THE BRIDGE OVER
 NO0410'THE CALAMUS RIVER, CONTINUE SOUTH ON STATE ROUTE NO 7 FOR
 NO0410'0.3 MILE TO SIDE ROAD RIGHT, TURN RIGHT ACROSS CATTLE GUARD AND
 NO0410'GO WEST FOR 1.0 MILE TO FORKS, BEAR LEFT AND CONTINUE ON MAIN
 NO0410'TRAVELED ROAD FOR 3.2 MILES TO FORKS, BEAR RIGHT AND CONTINUE
 NO0410'FOR 1.55 MILES TO CATTLE GUARD WEST OF LARGE SAND BLOW AND
 NO0410'DETOUR IN MAIN ROAD, CROSS CATTLE GUARD AND CONTINUE WEST
 NO0410'ON MAIN TRAVELED ROAD FOR 2.1 MILES TO ENTRANCE TO THE PIXLEY
 NO0410'FARM HOUSE ON THE LEFT, CONTINUE WEST, SOUTH AND WEST ON
 NO0410'MAIN TRAVELED ROAD FOR 1.7 MILES TO CATTLE GUARD ABOUT 0.1
 NO0410'MILE SOUTH OF WHITE FARM HOUSE, CROSS CATTLE GUARD AND GO
 NO0410'WEST FOR 0.1 MILE TO FORK, BEAR LEFT AND GO SOUTH ON MAIN
 NO0410'TRAVELED ROAD FOR 0.3 MILE TO CATTLE GUARD, CROSS CATTLE
 NO0410'GUARD AND CONTINUE ON MAIN TRAVELED ROAD KEEPING BOTH
 NO0410'LEFT FORKS FOR 1.1 MILES TO WIRE GATE, PASS THROUGH GATE
 NO0410'AND CONTINUE FOR 1.4 MILES TO CATTLE GUARD, CROSS AND
 NO0410'CONTINUE FOR 0.2 MILE TO REVERSE FORK LEFT, (FARM HOUSE
 NO0410'AHEAD ABOUT 0.2 MILE ALSO ROAD FORKS AFTER CROSSING OLD
 NO0410'FENCE LINE), TURN SHARP LEFT IN A SOUTHEASTERLY DIRECTION
 NO0410'AND GO 0.6 MILE TO GATE AFTER PASSING WINDMILL ON THE
 NO0410'LEFT, PASS THROUGH GATE AND GO 0.1 MILE TO FORK, BEAR RIGHT ON
 NO0410'DIM ROAD AND GO SOUTH FOR 0.4 MILE TO GATE, PASS THROUGH
 NO0410'AND CONTINUE ON DIM ROAD FOR 0.15 MILE TO FORK, BEAR
 NO0410'RIGHT AND CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO OLD HOUSE
 NO0410'ON RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO GATE,
 NO0410'PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.5
 NO0410'MILE TO WINDMILL ON LEFT, CONTINUE SOUTHWEST ON TRACK ROAD
 NO0410'FOR 0.6 MILE TO GATE AND TRIANGULAR BLAZED FENCE POST, TURN
 NO0410'LEFT ON EAST SIDE OF FENCE LINE AND GO SOUTH FOR 0.2 MILE,
 NO0410'BEAR LEFT ON DIM TRACK ROAD AND GO SOUTHEAST ACROSS PASTURE
 NO0410'FOR 0.3 MILE TO WIRE GATE IN DRAW, (AZIMUTH MARK IS ABOUT
 NO0410'150 FEET EAST OF THIS GATE ON THE TOP OF SAND HILL), PASS
 NO0410'THROUGH GATE AND CONTINUE TO TOP OF HILL, BEAR RIGHT AND
 NO0410'PICK ROAD IN A SOUTHWESTERLY DIRECTION FOR 0.4 MILE TO HIGHEST
 NO0410'POINT AND STATION AS DESCRIBED.
 NO0410'
 NO0410'STATION, PURDUM, GOOSE CREEK USGS, MIDVALE, CALAMIS USGS AND
 NO0410'HUNT 2 VISIBLE AT 4 FEET.
 NO0410'
 NO0410'A 4-FOOT SIGNAL AT STATION FINK USGS IS VISIBLE AT 4 FEET.
 NO0410'
 NO0410'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 NO0410
 NO0410                          STATION RECOVERY (1974)
 NO0410
 NO0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 NO0410'REF. MKS. 1 AND 2 FOUND IN GOOD CONDITION.  STA. MK. HAS
 NO0410'SOME EROSION AROUND IT, AND IT PROJECTS ABOUT 12 INCHES AND
 NO0410'IS SLIGHTLY DISTURBED.
 NO0410'
 NO0410'AZ. MK. WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0787 ***********************************************************************
 LG0787  DESIGNATION -  KOTAS
 LG0787  PID         -  LG0787
 LG0787  STATE/COUNTY-  NE/SALINE
 LG0787  USGS QUAD   -  FRIEND SE (1966)
 LG0787
 LG0787                         *CURRENT SURVEY CONTROL
 LG0787  ___________________________________________________________________
 LG0787* NAD 83(1995)-  40 30 35.96333(N)    097 17 42.72431(W)     ADJUSTED  
 LG0787* NAVD 88     -       481.     (meters)    1578.     (feet)  SCALED    
 LG0787  ___________________________________________________________________
 LG0787  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 LG0787  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0787
 LG0787  HORZ ORDER  -  FIRST
 LG0787
 LG0787.The horizontal coordinates were established by classical geodetic methods
 LG0787.and adjusted by the National Geodetic Survey in August 1997..
 LG0787
 LG0787.The orthometric height was scaled from a topographic map.
 LG0787
 LG0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0787
 LG0787.The geoid height was determined by GEOID03.
 LG0787
 LG0787;                    North         East     Units Scale Factor Converg.
 LG0787;SPC NE       -    78,714.390   729,164.395   MT  0.99980828   +1 47 32.9
 LG0787;UTM  14      - 4,485,759.644   644,436.119   MT  0.99985679   +1 06 27.3
 LG0787
 LG0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0787!SPC NE       -   0.99992875  x   0.99980828  =   0.99973704
 LG0787!UTM  14      -   0.99992875  x   0.99985679  =   0.99978555
 LG0787
 LG0787:                Primary Azimuth Mark                     Grid Az
 LG0787:SPC NE       -  FRIEND ST JOSEPHS CHURCH SPIRE           000 16 02.3
 LG0787:UTM  14      -  FRIEND ST JOSEPHS CHURCH SPIRE           000 57 07.9
 LG0787
 LG0787|---------------------------------------------------------------------|
 LG0787| PID    Reference Object                     Distance      Geod. Az  |
 LG0787|                                                           dddmmss.s |
 LG0787| LG0785 FRIEND ST JOSEPHS CHURCH SPIRE      APPROX.15.7 KM 0020335.2 |
 LG0787| LG0786 FRIEND STANDPIPE                    APPROX.16.3 KM 0023521.3 |
 LG0787| CN8961 KOTAS RM 3                           33.633 METERS 09135     |
 LG0787| CN8959 KOTAS RM 1                           46.494 METERS 09402     |
 LG0787| LG0840 TOBIAS MUNICIPAL TANK               APPROX.10.7 KM 1985114.1 |
 LG0787| CN8958 KOTAS AZ MK                                        2003259.7 |
 LG0787| CN8960 KOTAS RM 2                           74.114 METERS 25646     |
 LG0787| LG0789 MILLIGAN MUNICIPAL TANK             APPROX. 8.1 KM 2622216.3 |
 LG0787| LG0790 EXETER TANK                         APPROX.19.9 KM 3181911.1 |
 LG0787|---------------------------------------------------------------------|
 LG0787
 LG0787                          SUPERSEDED SURVEY CONTROL
 LG0787
 LG0787  NAD 83(1986)-  40 30 35.97067(N)    097 17 42.72456(W) AD(       ) 1
 LG0787  NAD 27      -  40 30 35.95600(N)    097 17 41.55600(W) AD(       ) 1
 LG0787
 LG0787.Superseded values are not recommended for survey control.
 LG0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0787.See file dsdata.txt to determine how the superseded data were derived.
 LG0787
 LG0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4443685760(NAD 83)
 LG0787_MARKER: DS = TRIANGULATION STATION DISK
 LG0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0787_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0787
 LG0787  HISTORY     - Date     Condition        Report By
 LG0787  HISTORY     - 1935     MONUMENTED       CGS
 LG0787  HISTORY     - 1950     GOOD             CGS
 LG0787
 LG0787                          STATION DESCRIPTION
 LG0787
 LG0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0787'STATION IS LOCATED IN SOUTHEAST QUARTER SEC. 3, T. 6 N., R.1 E.,
 LG0787'ABOUT 10 MILES SOUTH OF FRIEND, ON THE TOP OF A RIDGE WHICH
 LG0787'EXTENDS TO THE NORTH AND SOUTH AND SLOPES DOWNWARD TO THE EAST AND
 LG0787'WEST.  ON HIGHEST GROUND IN VICINITY, ON PROPERTY OWNED BY
 LG0787'FRED KOTAS.
 LG0787'
 LG0787'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 41 ABOUT 6
 LG0787'MILES NORTH OF WESTERN BY GOING WEST ON STATE HIGHWAY 41 FOR
 LG0787'6.0 MILES, TURN RIGHT (NORTH) ON GRADED DIRT ROAD FOR 2.0 MILES,
 LG0787'TURN LEFT (WEST) ON GRADED DIRT ROAD FOR 0.15 MILE
 LG0787'TO TOP OF RIDGE AND STATION.  STATION IS ABOUT 150 METERS
 LG0787'NORTHEAST OF WHITE FARMHOUSE ON SOUTH SIDE OF ROAD (HOME OF
 LG0787'JAMES BETKA), 10.5 METERS NORTH OF CENTERLINE OF EAST-WEST
 LG0787'ROAD, 5.0 METERS WEST OF TELEPHONE POLE, ON NORTH RIGHT-OF-WAY
 LG0787'FENCE LINE, PROJECTING ABOUT 6 INCHES ABOVE SURFACE OF GROUND
 LG0787'
 LG0787'REFERENCE MARK NO. 1 IS 46.494 METERS EAST OF STATION, 8.0 METERS
 LG0787'NORTH OF CENTERLINE OF EAST-WEST ROAD, 2.7 METERS SOUTH OF
 LG0787'EAST-WEST FENCE LINE, PROJECTING ABOUT 4 INCHES ABOVE SURFACE OF
 LG0787'GROUND.
 LG0787'
 LG0787'REFERENCE MARK NO. 2 IS 74.033 METERS SOUTH-SOUTHWEST OF STATION,
 LG0787'ABOUT 40 METERS EAST OF DRIVEWAY TO MR. BETKAS HOUSE, 7.7
 LG0787'METERS SOUTH OF CENTERLINE OF EAST-WEST ROAD, PROJECTING ABOUT
 LG0787'6 INCHES ABOVE SURFACE OF GROUND.
 LG0787'
 LG0787'AZIMUTH MARK IS APPROXIMATELY 2.2 MILES SOUTH-SOUTHWEST OF
 LG0787'STATION, ABOUT 20 METERS NORTHWEST OF THE NORTHWEST CORNER OF THE
 LG0787'CENTER SCHOOL, 15 METERS SOUTH OF CENTERLINE OF STATE HIGHWAY 41,
 LG0787'AND 3.0 METERS SOUTH OF THE NORTHEAST CORNER OF THE CENTER
 LG0787'CEMETERY.  TO REACH FROM THE STATION, GO EAST FOR 0.15 MILE, TURN
 LG0787'RIGHT (SOUTH) FOR 2.0 MILES, TURN RIGHT (WEST) ON STATE HIGHWAY
 LG0787'41 FOR 0.8 MILE TO MARK ON LEFT.
 LG0787'
 LG0787'RM 1 AND RM 2 MEASURED IN HIGH WIND.
 LG0787'
 LG0787'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LG0787
 LG0787                          STATION RECOVERY (1950)
 LG0787
 LG0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0787'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0787'TO BE IN GOOD CONDITION EXCEPT R.M. NO. 1 WHICH HAD BEEN
 LG0787'DESTROYED BY A ROAD GRADER.  R.M. NO. 3 WAS SET TO TAKE ITS PLACE.
 LG0787'A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO R.M.
 LG0787'NO. 2.  A COMPLETE AND NEW DESCRIPTION FOLLOWS-
 LG0787'
 LG0787'THE STATION IS LOCATED ABOUT 5 MILES EAST AND 1 MILE NORTH OF
 LG0787'MILLIGAN AND 10 MILES SOUTH SOUTHWEST OF FRIEND.  IT IS 67 FEET
 LG0787'NORTH OF A POWERLINE POLE, 35 FEET NORTH OF THE CENTERLINE OF A
 LG0787'DIRT ROAD AND 17 FEET WEST OF A TELEPHONE POLE.  THE MARK
 LG0787'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED KOTAS 1935.
 LG0787'
 LG0787'REFERENCE MARK NO. 2 IS 130 FEET EAST OF THE CENTERLINE OF A
 LG0787'DRIVEWAY LEADING TO A FARM HOME AND 24 FEET SOUTH OF THE
 LG0787'CENTERLINE OF A DIRT ROAD.  THE MARK PROJECTS ABOUT 6 INCHES
 LG0787'AND THE DISK IS STAMPED KOTAS NO 2 1935.
 LG0787'
 LG0787'REFERENCE MARK NO. 3 IS 51.5 FEET WEST OF A TELEPHONE POLE
 LG0787'AND 33 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD.  THE MARK
 LG0787'IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED.
 LG0787'KOTAS NO 3 1950.
 LG0787'
 LG0787'AZIMUTH MARK IS 77 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LG0787'SCHOOL HOUSE, 60 FEET WEST OF A POWERLINE POLE, 48 FEET SOUTH
 LG0787'OF THE CENTERLINE OF A GRAVEL ROAD, 15 FEET SOUTHWEST OF A
 LG0787'TELEPHONE POLE, 10 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT EAST
 LG0787'OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LG0787'STAMPED KOTAS 1935.
 LG0787'
 LG0787'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN OF
 LG0787'MILLIGAN, GO NORTH FOR 0.05 MILE TO A CROSS STREETS.  TURN RIGHT
 LG0787'(EAST) AND GO 0.05 MILE TO STATE ROUTE 41.  TURN RIGHT (SOUTH)
 LG0787'AND FOLLOW STATE ROUTE 41 SOUTH AND EAST FOR 5.2 MILE TO SCHOOL
 LG0787'HOUSE AND AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE EAST
 LG0787'FOR 0.8 MILE TO CROSSROADS.  TURN LEFT (NORTH) FOR 2.0 MILES
 LG0787'TO A CROSSROADS.  TURN LEFT (WEST) FOR 0.15 MILE TO STATION ON
 LG0787'NORTH SIDE OF ROAD AS DESCRIBED.
 LG0787'
 LG0787'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0733 ***********************************************************************
 NN0733  DESIGNATION -  KRAMER
 NN0733  PID         -  NN0733
 NN0733  STATE/COUNTY-  NE/ROCK
 NN0733  USGS QUAD   -  NEWPORT SW (1954)
 NN0733
 NN0733                         *CURRENT SURVEY CONTROL
 NN0733  ___________________________________________________________________
 NN0733* NAD 83(1995)-  42 35 14.07516(N)    099 25 09.75572(W)     ADJUSTED  
 NN0733* NAVD 88     -       707.     (meters)    2320.     (feet)  SCALED    
 NN0733  ___________________________________________________________________
 NN0733  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 NN0733  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 NN0733
 NN0733  HORZ ORDER  -  THIRD
 NN0733
 NN0733.The horizontal coordinates were established by classical geodetic methods
 NN0733.and adjusted by the National Geodetic Survey in August 1997..
 NN0733
 NN0733.The orthometric height was scaled from a topographic map.
 NN0733
 NN0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0733
 NN0733.The geoid height was determined by GEOID03.
 NN0733
 NN0733;                    North         East     Units Scale Factor Converg.
 NN0733;SPC NE       -   305,932.553   547,652.140   MT  0.99983701   +0 23 05.2
 NN0733;UTM  14      - 4,715,065.725   465,589.365   MT  0.99961457   -0 17 01.7
 NN0733
 NN0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0733!SPC NE       -   0.99989277  x   0.99983701  =   0.99972980
 NN0733!UTM  14      -   0.99989277  x   0.99961457  =   0.99950738
 NN0733
 NN0733:                Primary Azimuth Mark                     Grid Az
 NN0733:SPC NE       -  NEWPORT MUNICIPAL TANK                   077 06 32.2
 NN0733:UTM  14      -  NEWPORT MUNICIPAL TANK                   077 46 39.1
 NN0733
 NN0733|---------------------------------------------------------------------|
 NN0733| PID    Reference Object                     Distance      Geod. Az  |
 NN0733|                                                           dddmmss.s |
 NN0733| NN0732 NEWPORT MUNICIPAL TANK              APPROX. 7.8 KM 0772937.4 |
 NN0733| CO3873 KRAMER RM 1                          17.785 METERS 12000     |
 NN0733| NN0372 G 220                                              1931511.5 |
 NN0733| CO3874 KRAMER RM 2                          18.902 METERS 24727     |
 NN0733|---------------------------------------------------------------------|
 NN0733
 NN0733                          SUPERSEDED SURVEY CONTROL
 NN0733
 NN0733  NAD 83(1986)-  42 35 14.08074(N)    099 25 09.76423(W) AD(       ) 3
 NN0733  NAD 27      -  42 35 14.08100(N)    099 25 08.36100(W) AD(       ) 3
 NN0733
 NN0733.Superseded values are not recommended for survey control.
 NN0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0733.See file dsdata.txt to determine how the superseded data were derived.
 NN0733
 NN0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6558915066(NAD 83)
 NN0733_MARKER: DS = TRIANGULATION STATION DISK
 NN0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0733_STAMPING: KRAMER 1949
 NN0733_MARK LOGO: CGS   
 NN0733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NN0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0733+STABILITY: SURFACE MOTION
 NN0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0733+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1998
 NN0733
 NN0733  HISTORY     - Date     Condition        Report By
 NN0733  HISTORY     - 1949     MONUMENTED       CGS
 NN0733  HISTORY     - 19980721 GOOD             NEDR
 NN0733
 NN0733                          STATION DESCRIPTION
 NN0733
 NN0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0733'THE STATION IS LOCATED ABOUT 5.5 MILES WEST OF NEWPORT AND
 NN0733'5.0 MILES EAST OF BASSETT ON LAND OWNED BY MR. BEN KRAMER.
 NN0733'IT IS IN THE SOUTHEAST CORNER OF GROVE OF PINE TREES, 16.5
 NN0733'FEET NORTHWEST OF TRIANGULAR BLAZED CORNER POST OF FENCE AROUND
 NN0733'GROVE OF TREES, 13 FEET NORTH OF EAST-WEST FENCE LINE, 6 FEET
 NN0733'WEST OF NORTH-SOUTH FENCE LINE AND 2.5 FEET SOUTHWEST OF WITNESS
 NN0733'POST.  IT IS STAMPED KRAMER 1949 AND PROJECTS 3 INCHES.
 NN0733'
 NN0733'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 55
 NN0733'FEET EAST OF THE SOUTHEAST CORNER OF FENCE AROUND GROVE OF
 NN0733'TREES.  IT IS STAMPED KRAMER NO 1 1949 AND PROJECTS 1 INCH.
 NN0733'
 NN0733'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 18
 NN0733'FEET SOUTH OF SOUTH SIDE OF FENCE AROUND GROVE OF TREES.  IT IS
 NN0733'STAMPED KRAMER NO 2 1949 AND PROJECTS 4 INCHES.
 NN0733'
 NN0733'BENCH MARK G 220 WAS USED FOR THE AZIMUTH MARK AND IS SOUTH-SOUTHWEST
 NN0733'OF THE STATION, 35 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD,
 NN0733'9 FEET EAST OF FENCE CORNER, 1 FOOT SOUTH OF EAST-WEST FENCE
 NN0733'LINE AND 1 FOOT WEST OF WITNESS POST.  IT IS A STANDARD DISK
 NN0733'SET IN 8 INCH SQUARE CONCRETE BLOCK PROJECTING 4 INCHES.  IT IS
 NN0733'STAMPED G 220 1946.
 NN0733'
 NN0733'TO REACH THE STATION FROM THE T-INTERSECTION ON U.S. HIGHWAY
 NN0733'20 AT A STANDARD SERVICE STATION IN THE SOUTH EDGE OF NEWPORT,
 NN0733'GO WEST ON U.S. HIGHWAY 20 FOR 5.15 MILES TO CROSSROADS,
 NN0733'TURN RIGHT AND GO NORTH ON DIRT ROAD FOR 0.25 MILE TO AZIMUTH
 NN0733'MARK IN FENCE CORNER AS DESCRIBED, CONTINUE NORTH ON DIRT
 NN0733'ROAD FOR 0.75 MILE TO DRIVEWAY RIGHT, TURN RIGHT AND CROSS
 NN0733'DEEP DITCH THEN RIGHT AND GO SOUTH ALONG THE EAST SIDE OF
 NN0733'ROAD FOR 0.2 MILE TO WIRE GATE IN NORTHWEST CORNER OF PASTURE,
 NN0733'GO THROUGH GATE AND GO SOUTH-SOUTHEAST FOR 0.35 MILE TO
 NN0733'FENCED GROVE OF PINE TREES AND STATION IN THE SOUTHEAST
 NN0733'CORNER AS DESCRIBED.
 NN0733'
 NN0733'A 74 FOOT SIGNAL AT STATION NEWPORT 1934 IS VISIBLE AT 4 FEET.
 NN0733'
 NN0733'A 74 FOOT SIGNAL AT STATION LAY 1934 IS VISIBLE AT 4 FEET.
 NN0733'
 NN0733'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0733
 NN0733                          STATION RECOVERY (1998)
 NN0733
 NN0733'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 NN0733'RECOVERED IN GOOD CONDITION 6.25 MI (10.06 KM) EAST OF BASSETT AND IN
 NN0733'SEC10, T30N, R18W.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 20
 NN0733'AND 183, IN BASSETT, GO EAST ON HIGHWAY 20 FOR 6.0 MI (9.7 KM) TO A
 NN0733'COUNTY ROAD INTERSECTION.  TURN LEFT AND GO NORTH FOR 0.25 MI (0.40
 NN0733'KM) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.6 MI (1.0
 NN0733'KM) TO A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, THEN
 NN0733'TURN RIGHT AND SOUTH THROUGH ANOTHER GATE IN AN EAST-WEST FENCE AND GO
 NN0733'SOUTH-SOUTHEAST ACROSS A PASTURE FOR 0.35 MI (0.56 KM) TO A FENCED IN
 NN0733'GROVE OF TREES AND THE STATION NEAR THE SOUTHEAST CORNER OF THE GROVE.
 NN0733'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 NN0733'PROJECTS 8 CM ABOVE THE GROUND SURFACE.  IT IS 57.60 M (188.98 FT)
 NN0733'NORTH-NORTHWEST OF A FENCE CORNER POST, 2.73 M (8.96 FT) WEST OF A
 NN0733'NORTH-SOUTH FENCE, 0.648 M (2.126 FT) EAST OF A FIBERGLASS WITNESS
 NN0733'POST AND 0.78 M (2.56 FT) SOUTHWEST FROM THE TOP, WEST, CORNER OF AN
 NN0733'OLD 4X4-IN WOODEN WITNESS POST.  A MAGNET WAS PLACED AT THE NORTH SIDE
 NN0733'OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1417 ***********************************************************************
 LG1417  DESIGNATION -  KRAMER AZ MK 2
 LG1417  PID         -  LG1417
 LG1417  STATE/COUNTY-  NE/LANCASTER
 LG1417  USGS QUAD   -  HALLAM (1964)
 LG1417
 LG1417                         *CURRENT SURVEY CONTROL
 LG1417  ___________________________________________________________________
 LG1417* NAD 83(1995)-  40 31 24.62710(N)    096 52 17.73833(W)     ADJUSTED  
 LG1417* NAVD 88     -       455.     (meters)    1493.     (feet)  SCALED    
 LG1417  ___________________________________________________________________
 LG1417  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 LG1417  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 LG1417
 LG1417  HORZ ORDER  -  THIRD
 LG1417
 LG1417.The horizontal coordinates were established by classical geodetic methods
 LG1417.and adjusted by the National Geodetic Survey in August 1997..
 LG1417
 LG1417.The orthometric height was scaled from a topographic map.
 LG1417
 LG1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1417
 LG1417.The geoid height was determined by GEOID03.
 LG1417
 LG1417;                    North         East     Units Scale Factor Converg.
 LG1417;SPC NE       -    81,424.876   764,985.670   MT  0.99980425   +2 04 23.5
 LG1417;UTM  14      - 4,488,040.469   680,291.622   MT  1.00000012   +1 22 60.0
 LG1417
 LG1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1417!SPC NE       -   0.99993278  x   0.99980425  =   0.99973705
 LG1417!UTM  14      -   0.99993278  x   1.00000012  =   0.99993290
 LG1417
 LG1417                          SUPERSEDED SURVEY CONTROL
 LG1417
 LG1417  NAD 83(1986)-  40 31 24.63510(N)    096 52 17.73739(W) AD(       ) 3
 LG1417
 LG1417.Superseded values are not recommended for survey control.
 LG1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1417.See file dsdata.txt to determine how the superseded data were derived.
 LG1417
 LG1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8029288040(NAD 83)
 LG1417_MARKER: DZ = AZIMUTH MARK DISK
 LG1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1417_SP_SET: CONCRETE POST
 LG1417_STAMPING: KRAMER 1947 NO 2 1982
 LG1417_MARK LOGO: NGS   
 LG1417_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1417+STABILITY: SURFACE MOTION
 LG1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1417+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LG1417
 LG1417  HISTORY     - Date     Condition        Report By
 LG1417  HISTORY     - 1982     MONUMENTED       NGS
 LG1417
 LG1417                          STATION DESCRIPTION
 LG1417
 LG1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1417'THE STATION IS LOCATED ABOUT 9 KM (5.6 MI) NORTHEAST FROM WILBUR, 7 KM
 LG1417'(4.3 MI) NORTHWEST FROM CLATONIA AND ON THE RIGHT-OF-WAY OF A COUNTY
 LG1417'ROAD.
 LG1417'TO REACH FROM THE CLATONIA POST OFFICE, GO WEST ON STATE HIGHWAY 41
 LG1417'FOR 0.56 KM (0.35 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH FOR
 LG1417'6.4 KM (4.0 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON A DIRT ROAD
 LG1417'FOR 1.37 KM (0.85 MI) TO THE STATION ON THE LEFT.
 LG1417'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LG1417'PROJECTS 9 CM ABOVE THE GROUND.  THE UNDERGROUND MARK IS RECESSED 0.9
 LG1417'M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 9.3 M (30.5 FT)
 LG1417'NORTH FROM THE CENTERLINE OF THE ROAD, 0.94 M (3.08 FT) WEST-SOUTHWEST
 LG1417'FROM A POWER POLE AND 0.53 M (1.74 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1418 ***********************************************************************
 LG1418  HT_MOD      -  This is a Height Modernization Survey Station.
 LG1418  DESIGNATION -  KRAMER RESET
 LG1418  PID         -  LG1418
 LG1418  STATE/COUNTY-  NE/LANCASTER
 LG1418  USGS QUAD   -  HALLAM (1964)
 LG1418
 LG1418                         *CURRENT SURVEY CONTROL
 LG1418  ___________________________________________________________________
 LG1418* NAD 83(1995)-  40 31 36.63956(N)    096 52 28.16395(W)     ADJUSTED  
 LG1418* NAVD 88     -       459.76   (meters)    1508.4    (feet)  GPS OBS   
 LG1418  ___________________________________________________________________
 LG1418  X           -    -581,145.639 (meters)                     COMP
 LG1418  Y           -  -4,820,322.533 (meters)                     COMP
 LG1418  Z           -   4,122,907.792 (meters)                     COMP
 LG1418  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 LG1418  ELLIP HEIGHT-         433.44  (meters)          (03/30/05) GPS OBS
 LG1418  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 LG1418
 LG1418  HORZ ORDER  -  FIRST
 LG1418  ELLP ORDER  -  THIRD     CLASS I
 LG1418
 LG1418.The horizontal coordinates were established by GPS observations
 LG1418.and adjusted by the National Geodetic Survey in March 2005..
 LG1418
 LG1418.The orthometric height was determined by GPS observations and a
 LG1418.high-resolution geoid model using precise GPS observation and
 LG1418.processing techniques.
 LG1418
 LG1418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1418
 LG1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1418
 LG1418.The ellipsoidal height was determined by GPS observations
 LG1418.and is referenced to NAD 83.
 LG1418
 LG1418.The geoid height was determined by GEOID03.
 LG1418
 LG1418;                    North         East     Units Scale Factor Converg.
 LG1418;SPC NE       -    81,786.223   764,727.087   MT  0.99980327   +2 04 16.6
 LG1418;UTM  14      - 4,488,404.974   680,037.358   MT  0.99999899   +1 22 53.5
 LG1418
 LG1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1418!SPC NE       -   0.99993201  x   0.99980327  =   0.99973529
 LG1418!UTM  14      -   0.99993201  x   0.99999899  =   0.99993100
 LG1418
 LG1418|---------------------------------------------------------------------|
 LG1418| PID    Reference Object                     Distance      Geod. Az  |
 LG1418|                                                           dddmmss.s |
 LG1418| LG1467 KRAMER RM 1                          21.498 METERS 04047     |
 LG1418| LG1469 KRAMER RM 3                          18.385 METERS 06256     |
 LG1418| LG1470 KRAMER RM 4                          18.592 METERS 11753     |
 LG1418| LG1468 KRAMER RM 2                          18.644 METERS 13111     |
 LG1418| LG1417 KRAMER AZ MK 2                      444.426 METERS 1462900.4 |
 LG1418| LG1466 KRAMER AZ MK                                       1515945.4 |
 LG1418| LG1089 CLAYTONIA MUNICIPAL TANK            APPROX. 6.8 KM 1643005.5 |
 LG1418| LG1096 WILBER MUN POWER PLANT STACK        APPROX. 8.9 KM 2343748.8 |
 LG1418| LG1102 WILBER MUNICIPAL TANK               APPROX. 9.4 KM 2401100.7 |
 LG1418|---------------------------------------------------------------------|
 LG1418
 LG1418                          SUPERSEDED SURVEY CONTROL
 LG1418
 LG1418  NAD 83(1995)-  40 31 36.63998(N)    096 52 28.16618(W) AD(       ) 2
 LG1418  NAD 83(1986)-  40 31 36.64796(N)    096 52 28.16517(W) AD(       ) 2
 LG1418  NAD 27      -  40 31 36.63800(N)    096 52 27.06000(W) AD(       ) 2
 LG1418
 LG1418.Superseded values are not recommended for survey control.
 LG1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1418.See file dsdata.txt to determine how the superseded data were derived.
 LG1418
 LG1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8003788405(NAD 83)
 LG1418_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1418_SP_SET: CONCRETE POST
 LG1418_STAMPING: KRAMER 1947 1982
 LG1418_MARK LOGO: NGS   
 LG1418_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1418+STABILITY: SURFACE MOTION
 LG1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1418+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1418
 LG1418  HISTORY     - Date     Condition        Report By
 LG1418  HISTORY     - 1982     MONUMENTED       NGS
 LG1418  HISTORY     - 2002     GOOD             NEDR
 LG1418
 LG1418                          STATION DESCRIPTION
 LG1418
 LG1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1418'THE STATION IS LOCATED ABOUT 9.4 KM (5.8 MI) NORTHEAST FROM WILBUR,
 LG1418'6.8 KM (4.2 MI) NORTHWEST FROM CLATONIA AND ON THE WEST RIGHT-OF-WAY
 LG1418'OF A COUNTY ROAD.
 LG1418'TO REACH FROM THE POST OFFICE IN CLATONIA, GO WEST ON STATE HIGHWAY 41
 LG1418'FOR 0.56 KM (0.35 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 LG1418'PAVED, THEN GRAVELED, ROAD FOR 8.05 KM (5.00 MI) TO A CROSSROAD.
 LG1418'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.61 KM (1.00 MI) TO A
 LG1418'CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 1.29 KM
 LG1418'(0.80 MI) TO A FIELD ENTRANCE ROAD AND THE STATION ON THE LEFT.
 LG1418'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1418'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED 1.2
 LG1418'M (3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 7.6 M (24.9 FT)
 LG1418'WEST FROM THE CENTERLINE OF THE ROAD, 9.8 M (32.2 FT) SOUTH FROM THE
 LG1418'CENTERLINE OF THE FIELD ENTRANCE AND 0.56 M (1.84 FT) NORTH FROM A
 LG1418'WITNESS POST.
 LG1418
 LG1418                          STATION RECOVERY (2002)
 LG1418
 LG1418'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1418'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1028 ***********************************************************************
 LH1028  DESIGNATION -  KRAUSE
 LH1028  PID         -  LH1028
 LH1028  STATE/COUNTY-  NE/FURNAS
 LH1028  USGS QUAD   -  BEAVER CITY SW (1957)
 LH1028
 LH1028                         *CURRENT SURVEY CONTROL
 LH1028  ___________________________________________________________________
 LH1028* NAD 83(1995)-  40 00 05.97798(N)    099 55 27.88675(W)     ADJUSTED  
 LH1028* NAVD 88     -       728.15   (+/-2cm)    2388.9    (feet)  VERTCON   
 LH1028  ___________________________________________________________________
 LH1028  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 LH1028  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH1028
 LH1028  HORZ ORDER  -  FIRST
 LH1028  VERT ORDER  -  THIRD ? (See Below)
 LH1028
 LH1028.The horizontal coordinates were established by classical geodetic methods
 LH1028.and adjusted by the National Geodetic Survey in August 1997..
 LH1028
 LH1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1028.The vertical order pertains to the NGVD 29 superseded value.
 LH1028
 LH1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1028
 LH1028.The geoid height was determined by GEOID03.
 LH1028
 LH1028;                    North         East     Units Scale Factor Converg.
 LH1028;SPC NE       -    18,693.427   506,454.505   MT  0.99999925   +0 03 00.3
 LH1028;UTM  14      - 4,428,350.717   421,093.695   MT  0.99967665   -0 35 39.3
 LH1028
 LH1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1028!SPC NE       -   0.99988964  x   0.99999925  =   0.99988889
 LH1028!UTM  14      -   0.99988964  x   0.99967665  =   0.99956633
 LH1028
 LH1028|---------------------------------------------------------------------|
 LH1028| PID    Reference Object                     Distance      Geod. Az  |
 LH1028|                                                           dddmmss.s |
 LH1028| CN8963 KRAUSE RM 1                          38.904 METERS 08720     |
 LH1028| CN8962 KRAUSE AZ MK                                       0903610.6 |
 LH1028| CN8964 KRAUSE RM 2                          36.693 METERS 27025     |
 LH1028|---------------------------------------------------------------------|
 LH1028
 LH1028                          SUPERSEDED SURVEY CONTROL
 LH1028
 LH1028  NAD 83(1986)-  40 00 05.98230(N)    099 55 27.88948(W) AD(       ) 1
 LH1028  NAD 27      -  40 00 05.96500(N)    099 55 26.44400(W) AD(       ) 1
 LH1028  NGVD 29 (07/19/86)  727.88   (m)         2388.1    (f) LEVELING    3  
 LH1028
 LH1028.Superseded values are not recommended for survey control.
 LH1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1028.See file dsdata.txt to determine how the superseded data were derived.
 LH1028
 LH1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2109428351(NAD 83)
 LH1028_MARKER: DS = TRIANGULATION STATION DISK
 LH1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1028
 LH1028  HISTORY     - Date     Condition        Report By
 LH1028  HISTORY     - 1934     MONUMENTED       CGS
 LH1028  HISTORY     - 1963     GOOD             CGS
 LH1028
 LH1028                          STATION DESCRIPTION
 LH1028
 LH1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1028'STATION IS LOCATED ON THE NEBRASKA, KANSAS STATE LINE WHICH
 LH1028'IS ALSO THE LINE BETWEEN SEC. 35, T 1 N, R. 23 W. AND SEC 4,
 LH1028'T 1S. R. 23 W., 12 MI. N. AND 2 MI. W OF NORTON, KANSAS, AND
 LH1028'9.5 MI. S AND 5.0 MI. W OF BEAVER CITY, NEBR. FURNAS CO. NEBR.,
 LH1028'NORTON CO. KAN. ON PROPERTY OWNED BY MRS. AUGUST KRAUSE.
 LH1028'
 LH1028'STATION IS REACHED FROM THE COURT-HOUSE IN NORTON, KANSAS BY
 LH1028'GOING N. ON R. 21 FOR 12.26 MI. OR FOR 1.15 MI. AFTER PASSING
 LH1028'DIST. SCHOOL 23 ON LEFT, TAKE LEFT FORK OFF 21 AT STATE LINE AND
 LH1028'WHERE 21 TURNS N. AT END OF 1/4 MI. JOG AND GO W ON STATE LINE
 LH1028'ROAD FOR 0.95 MI. TO WHITE HOUSE ON RIGHT, (HOME OF DAVID
 LH1028'LAFGREEN) CONTINUE W ON THIS ROAD (BECOMES DIM FIELD ROAD) FOR
 LH1028'0.9 MI. TO TOP OF RIDGE AND STATION.
 LH1028'
 LH1028'STATION IS 8 FT N OF DIM EW FIELD ROAD, 4 FT S OF EW FENCELINE ON
 LH1028'TOP OF N PART OF A BROKEN RIDGE.
 LH1028'
 LH1028'R.M. 1 IS IN EW FENCELINE 15 FT. N. OF DIM EW ROAD LEADING TO
 LH1028'STATION ON E SLOPE OF STATION HILL.  127.10 FT. 38.904 M. FROM
 LH1028'STATION.
 LH1028'
 LH1028'R.M. 2 IS 15 FT. N. OF DIM EW ROAD LEADING TO STATION IN EW
 LH1028'FENCELINE, 120.40 FT.- 36.693 M. FROM STATION.
 LH1028'
 LH1028'AZIMUTH MARK IS 20 FT. S OF CENTERLINE OF EW DIRT ROAD LEADING
 LH1028'TO STATION IN CORNER OF EW FENCELINE 0.7 MI. FROM STATION.
 LH1028'
 LH1028'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LH1028
 LH1028                          STATION RECOVERY (1963)
 LH1028
 LH1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LH1028'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1028'IN GOOD CONDITION, EXCEPT THE SURFACE STATION MARK WHICH HAD
 LH1028'THE TOP CUT OFF.  THE STATION MARK WAS REPAIRED AND THE ANGLES
 LH1028'AND DISTANCES WERE CHECKED TO THE AZIMUTH AND REFERENCE MARKS.
 LH1028'A COMPLETE DESCRIPTION FOLLOWS.
 LH1028'
 LH1028'STATION IS LOCATED ON NEBRASKA-KANSAS STATE LINE WHICH IS ALSO
 LH1028'THE LINE BETWEEN SEC. 35, T. 1 N., R. 23 W., AND SEC. 4, T. 1 S.,
 LH1028'R. 23 W., 12 MILES NORTH AND 2 MILES WEST OF NORTON, KANSAS AND
 LH1028'9-1/2 MILES SOUTH AND 5 MILES WEST OF BEAVER CITY, NEBRASKA, 24
 LH1028'FEET EAST OF A SOUTHWEST FENCE CORNER AROUND A PASTURE, 11 FEET
 LH1028'NORTH OF THE CENTER OF TRACK AND DIRT ROAD, 5 FEET SOUTH OF
 LH1028'EAST-WEST FENCE ALONG THE SOUTH SIDE OF PASTURE, AND 1 FOOT
 LH1028'WEST OF A NEW STEEL POST WITH SIGN.  THE MARK PROJECTS 4 INCHES
 LH1028'AND THE DISK IS STAMPED KRAUSE 1934.
 LH1028'
 LH1028'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND
 LH1028'283 AT THE NORTH SIDE OF THE TOWN OF NORTON, GO NORTH ON U.S.
 LH1028'HIGHWAY 283 FOR 11.0 MILES TO THE NEBR-KANSAS STATE LINE AND A
 LH1028'DIRT ROAD LEFT.  TURN LEFT AND FOLLOW THE DIRT ROAD WEST ALONG
 LH1028'THE NEBRASKA-KANSAS STATE LINE FOR 1.0 MILE TO THE AZIMUTH MARK
 LH1028'ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON DIRT ROAD FOR 0.7
 LH1028'MILE TO THE TOP OF THE GRADE AND THE STATION ON THE RIGHT AS
 LH1028'DESCRIBED.
 LH1028'
 LH1028'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 151 FEET EAST OF A
 LH1028'SOUTHWEST CORNER FENCE POST, AND 1 FOOT SOUTH OF A FENCE.  THE
 LH1028'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KRAUSE NO 1 1934.
 LH1028'
 LH1028'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 96 FEET WEST OF A
 LH1028'SOUTHWEST FENCE CORNER, AND IN AN EAST-WEST FENCE-LINE.  THE MARK
 LH1028'PROJECTS 2 INCHES AND THE DISK IS STAMPED KRAUSE NO 2 1934.
 LH1028'
 LH1028'AZIMUTH MARK IS 0.7 MILE EAST OF THE STATION, 130 FEET EAST OF
 LH1028'THE CENTER OF A T-ROAD GOING NORTH FROM THE STATE LINE ROAD, 28
 LH1028'FEET SOUTH OF THE CENTER OF KANSAS-NEBRASKA STATE LINE ROAD,
 LH1028'AND 1 FOOT SOUTHWEST OF A T-FENCE INTERSECTION.  THE MARK
 LH1028'PROJECTS 4 INCHES AND THE DISK IS STAMPED KRAUSE 1934 AZI.
 LH1028'
 LH1028'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0501 ***********************************************************************
 MN0501  DESIGNATION -  KRIESEL
 MN0501  PID         -  MN0501
 MN0501  STATE/COUNTY-  NE/CHEYENNE
 MN0501  USGS QUAD   -  GURLEY (1972)
 MN0501
 MN0501                         *CURRENT SURVEY CONTROL
 MN0501  ___________________________________________________________________
 MN0501* NAD 83(1995)-  41 19 32.57199(N)    102 59 40.53888(W)     ADJUSTED  
 MN0501* NAVD 88     -      1312.     (meters)    4304.     (feet)  SCALED    
 MN0501  ___________________________________________________________________
 MN0501  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 MN0501  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 MN0501
 MN0501  HORZ ORDER  -  SECOND
 MN0501
 MN0501.The horizontal coordinates were established by classical geodetic methods
 MN0501.and adjusted by the National Geodetic Survey in August 1997..
 MN0501
 MN0501.The orthometric height was scaled from a topographic map.
 MN0501
 MN0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0501
 MN0501.The geoid height was determined by GEOID03.
 MN0501
 MN0501;                    North         East     Units Scale Factor Converg.
 MN0501;SPC NE       -   170,032.009   249,428.126   MT  0.99966351   -1 59 04.2
 MN0501;UTM  13      - 4,576,855.378   667,829.150   MT  0.99994665   +1 19 28.4
 MN0501
 MN0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0501!SPC NE       -   0.99979740  x   0.99966351  =   0.99946098
 MN0501!UTM  13      -   0.99979740  x   0.99994665  =   0.99974406
 MN0501
 MN0501|---------------------------------------------------------------------|
 MN0501| PID    Reference Object                     Distance      Geod. Az  |
 MN0501|                                                           dddmmss.s |
 MN0501| CP7548 KRIESEL RM 1                         29.225 METERS 04324     |
 MN0501| MN0498 GURLEY PLATTE PLINE CO RAD MST      APPROX.10.0 KM 0920350.5 |
 MN0501| CP7549 KRIESEL RM 2                         24.850 METERS 09746     |
 MN0501| MN0499 GURLEY MUNICIPAL TANK               APPROX. 1.7 KM 1071851.8 |
 MN0501| CP7547 KRIESEL AZ MK                                      1644249.8 |
 MN0501|---------------------------------------------------------------------|
 MN0501
 MN0501                          SUPERSEDED SURVEY CONTROL
 MN0501
 MN0501  NAD 83(1995)-  41 19 32.57145(N)    102 59 40.53899(W) AD(       ) 2
 MN0501  NAD 83(1986)-  41 19 32.56500(N)    102 59 40.54020(W) AD(       ) 2
 MN0501  NAD 27      -  41 19 32.63340(N)    102 59 38.80660(W) AD(       ) 2
 MN0501
 MN0501.Superseded values are not recommended for survey control.
 MN0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0501.See file dsdata.txt to determine how the superseded data were derived.
 MN0501
 MN0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6782976855(NAD 83)
 MN0501_MARKER: DS = TRIANGULATION STATION DISK
 MN0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0501
 MN0501  HISTORY     - Date     Condition        Report By
 MN0501  HISTORY     - 1963     MONUMENTED       CGS
 MN0501
 MN0501                          STATION DESCRIPTION
 MN0501
 MN0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0501'THE STATION IS LOCATED IN THE FARM YARD AND ON THE PROPERTY
 MN0501'OF MR. FRED W. KRIESEL ABOUT 13 MILES NORTH OF SIDNEY, 6 MILES
 MN0501'SOUTH OF DALTON AND 1-1/4 MILES WEST-NORTHWEST OF GURLEY.
 MN0501'
 MN0501'TO REACH THE STATION FROM THE POST OFFICE IN GURLEY, DRIVE WEST
 MN0501'FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 385.  TURN RIGHT
 MN0501'AND DRIVE NORTH ON U.S. HIGHWAY 385 FOR 0.05 MILE TO A CROSSROAD.
 MN0501'TURN LEFT AND DRIVE WEST ON A GRAVELED STREET FOR 0.05 MILE TO A
 MN0501'CROSSROAD.  TURN RIGHT AND DRIVE NORTH ON A GRAVELED STREET FOR
 MN0501'0.05 MILE TO A CURVE IN THE STREET.  FOLLOW THE STREET CURVING TO
 MN0501'THE WEST AND DRIVE WEST FOR 0.1 MILE TO THE WEST EDGE OF GURLEY.
 MN0501'CONTINUE WEST ON A GRAVELED ROAD FOR 0.85 MILE TO A CROSSROAD**.
 MN0501'TURN RIGHT AND DRIVE NORTH ON A GRAVELED ROAD FOR 0.15 MILE
 MN0501'TO A FARM ENTRANCE ROAD ON THE WEST SIDE OF THE ROAD.
 MN0501'TURN LEFT AND DRIVE WEST ON THE FARM ENTRANCE ROAD FOR 0.1
 MN0501'MILE TO THE STATION ON THE SOUTH SIDE OF THE ROAD.
 MN0501'
 MN0501'THE STATION MARK IS A STANDARD DISK, STAMPED KRIESEL 1963, SET
 MN0501'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0501'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE. IT
 MN0501'IS 68.5 FEET EAST-SOUTHEAST OF A WELL AND WINDMILL, 41.0 FEET
 MN0501'SOUTH OF THE CENTER OF THE FARM ENTRANCE DRIVE ROAD AND 9.0
 MN0501'FEET NORTH OF AN EAST-WEST FENCE.
 MN0501'
 MN0501'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KRIESEL NO 1 1963,
 MN0501'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0501'12 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND
 MN0501'SURFACE.  IT IS 50 FEET NORTH OF THE CENTER OF THE FARM ENTRANCE
 MN0501'ROAD AND 1.0 FOOT SOUTHEAST OF THE SOUTHEAST FENCE CORNER POST
 MN0501'OF THE YARD FENCE AROUND THE FARM HOUSE.
 MN0501'
 MN0501'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KRIESEL NO 2 1963,
 MN0501'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0501'INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 MN0501'IT IS 26 FEET SOUTH OF THE CENTER OF THE FARM ENTRANCE ROAD AND
 MN0501'1.0 FOOT NORTH OF AN EAST-WEST FENCE.
 MN0501'
 MN0501'**TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, DRIVE SOUTH ON
 MN0501'A NORTH-SOUTH GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK
 MN0501'ON THE EAST SIDE OF THE ROAD.
 MN0501'
 MN0501'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KRIESEL 1963, SET
 MN0501'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0501'IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 MN0501'IT IS 30 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD,
 MN0501'2.2 FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0501'AND 1.0 FOOT NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0742 ***********************************************************************
 NN0742  DESIGNATION -  KRYSL
 NN0742  PID         -  NN0742
 NN0742  STATE/COUNTY-  NE/HOLT
 NN0742  USGS QUAD   -  DORA LAKE (1982)
 NN0742
 NN0742                         *CURRENT SURVEY CONTROL
 NN0742  ___________________________________________________________________
 NN0742* NAD 83(1995)-  42 26 22.57412(N)    099 14 23.48181(W)     ADJUSTED  
 NN0742* NAVD 88     -       739.     (meters)    2425.     (feet)  SCALED    
 NN0742  ___________________________________________________________________
 NN0742  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 NN0742  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 NN0742
 NN0742  HORZ ORDER  -  SECOND
 NN0742
 NN0742.The horizontal coordinates were established by classical geodetic methods
 NN0742.and adjusted by the National Geodetic Survey in August 1997..
 NN0742
 NN0742.The orthometric height was scaled from a topographic map.
 NN0742
 NN0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0742
 NN0742.The geoid height was determined by GEOID03.
 NN0742
 NN0742;                    North         East     Units Scale Factor Converg.
 NN0742;SPC NE       -   289,650.240   562,529.333   MT  0.99979151   +0 30 13.5
 NN0742;UTM  14      - 4,698,614.685   480,272.994   MT  0.99960479   -0 09 42.7
 NN0742
 NN0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0742!SPC NE       -   0.99988774  x   0.99979151  =   0.99967928
 NN0742!UTM  14      -   0.99988774  x   0.99960479  =   0.99949258
 NN0742
 NN0742:                Primary Azimuth Mark                     Grid Az
 NN0742:SPC NE       -  STUART MUNICIPAL TANK                    023 30 52.5
 NN0742:UTM  14      -  STUART MUNICIPAL TANK                    024 10 48.7
 NN0742
 NN0742|---------------------------------------------------------------------|
 NN0742| PID    Reference Object                     Distance      Geod. Az  |
 NN0742|                                                           dddmmss.s |
 NN0742| NN0724 STUART MUNICIPAL TANK               APPROX.19.4 KM 0240106.0 |
 NN0742| CO3891 KRYSL RM 1                            6.693 METERS 19615     |
 NN0742| CO3892 KRYSL RM 2                            6.127 METERS 28319     |
 NN0742| NN0732 NEWPORT MUNICIPAL TANK              APPROX.19.4 KM 3382657.9 |
 NN0742| CO3890 KRYSL AZ MK                                        3590915.9 |
 NN0742|---------------------------------------------------------------------|
 NN0742
 NN0742                          SUPERSEDED SURVEY CONTROL
 NN0742
 NN0742  NAD 83(1986)-  42 26 22.57977(N)    099 14 23.49137(W) AD(       ) 2
 NN0742  NAD 27      -  42 26 22.58000(N)    099 14 22.10800(W) AD(       ) 2
 NN0742
 NN0742.Superseded values are not recommended for survey control.
 NN0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0742.See file dsdata.txt to determine how the superseded data were derived.
 NN0742
 NN0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM8027398615(NAD 83)
 NN0742_MARKER: DS = TRIANGULATION STATION DISK
 NN0742_SETTING: 0 = UNSPECIFIED SETTING
 NN0742
 NN0742  HISTORY     - Date     Condition        Report By
 NN0742  HISTORY     - 1949     MONUMENTED       CGS
 NN0742
 NN0742                          STATION DESCRIPTION
 NN0742
 NN0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0742'THE STATION IS LOCATED ABOUT 15.0 MILES SOUTH-SOUTHWEST OF STUART,
 NN0742'15.0 MILES SOUTH-SOUTH-EAST OF NEWPORT AND 0.75 MILE EAST OF THE
 NN0742'ROCK-HOLT COUNTY LINE.  IT IS ON THE SOUTH WEST SLOPE OF HILL,
 NN0742'27 FEET SOUTHWEST OF THE HIGHEST POINT OF HILL, 6 FEET SOUTH
 NN0742'OF LARGE SAND BLOWOUT, 6 FEET WEST OF LARGE SAND BLOWOUT AND 6
 NN0742'FEET NORTH OF WITNESS POST.  IT IS A STANDARD STATION DISK
 NN0742'WELDED ON THE TOP OF 2 INCH IRON PIPE PROJECTING 9 INCHES.
 NN0742'IT IS STAMPED KRYSL 1949.
 NN0742'
 NN0742'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, ON THE
 NN0742'SOUTH SLOPE OF THE HILL AND ABOUT THE SAME ELEVATION AS THE STATION.
 NN0742'IT IS A STANDARD REFERENCE DISK WELDED ON THE TOP OF A 2 INCH
 NN0742'IRON PIPE PROJECTING 12 INCHES.  IT IS STAMPED KRYSL NO 1 1949.
 NN0742'
 NN0742'REFERENCE MARK NO. 2 IS WEST OF THE STATION, ON THE WEST SLOPE
 NN0742'OF THE HILL AND THE SAME ELEVATION AS THE STATION.  IT IS A
 NN0742'STANDARD REFERENCE DISK WELDED ON THE TOP OF A 2 INCH IRON
 NN0742'PIPE PROJECTING 8 INCHES.  IT IS STAMPED KRYSL NO 2 1949.
 NN0742'
 NN0742'THE AZIMUTH MARK IS NORTH OF THE STATION, 5 FEET WEST OF
 NN0742'FENCE CORNER AND 2 FEET WEST OF WITNESS POST.  IT IS STAMPED
 NN0742'KRYSL 1949 AND PROJECTS 4 INCHES.
 NN0742'
 NN0742'TO REACH THE STATION FROM THE T-INTERSECTION JUST SOUTHEAST
 NN0742'OF THE CHEVROLET GARAGE IN STUART, GO EAST AND SOUTHEAST ON
 NN0742'U.S. HIGHWAY 20 FOR 0.75 MILE TO GRAVEL T-ROAD RIGHT, TURN
 NN0742'RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 10.0 MILES TO CROSSROADS,
 NN0742'TURN RIGHT AND GO WEST ON DIRT ROAD FOR 4.1 MILES TO CROSSROADS
 NN0742'ABOUT 0.25 MILE SOUTH OF SCHOOL HOUSE, CONTINUE WEST, SOUTH
 NN0742'AND WEST ON MAIN TRAVELED ROAD FOR 0.65 MILE TO HOUSE ON THE
 NN0742'RIGHT, CONTINUE WESTERLY ACROSS LOT TO STEEL GATE IN NORTHWEST
 NN0742'CORNER OF LONG SHED, GO THROUGH GATE AND GO NORTHWEST ACROSS
 NN0742'SMALL LOT FOR 0.1 MILE TO WIRE GATE IN NORTHWEST CORNER OF
 NN0742'LOT, GO THROUGH GATE AND GO WEST ON TRACK ROAD FOR 0.4 MILE TO
 NN0742'CROSS-TRAILS, CONTINUE WEST ON TRACK ROAD FOR 0.25 MILE
 NN0742'TO WIRE FENCE, LET DOWN FENCE AND GO 0.05 MILE TO TRACK ROAD
 NN0742'ON WEST SIDE OF FENCE, TURN LEFT AND GO SOUTHWEST AND WEST
 NN0742'ON TRACK ROAD FOR 0.65 MILE TO FENCE CORNER AND AZIMUTH
 NN0742'MARK JUST WEST AS DESCRIBED, GO SOUTH ALONG THE WEST SIDE OF
 NN0742'FENCE FOR 0.2 MILE TO FENCE CORNER IN SOUTHWEST CORNER OF
 NN0742'PASTURE, PICK WAY SOUTH FOR 0.2 MILE TO POINT JUST NORTH OF
 NN0742'HIGHEST POINT OF HILL AND END OF TRUCK TRAVEL, PACK
 NN0742'NORTHERLY THROUGH LARGE SAND BLOWOUT TO TOP OF HILL AND
 NN0742'STATION JUST SOUTHWEST OF HIGHEST POINT.
 NN0742'
 NN0742'AN 87 FOOT SIGNAL AT STATION ATKINSON IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 74 FOOT SIGNAL AT STATION TINDALL IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 74 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 74 FOOT SIGNAL AT STATION BLAINE 1934 IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 74 FOOT SIGNAL AT STATION LAY 1934 IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 74 FOOT SIGNAL AT STATION NEWPORT 1934 IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 74 FOOT SIGNAL AT STATION STUART IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'A 74 FOOT SIGNAL AT STATION FLIGHT IS VISIBLE AT 4 FEET.
 NN0742'
 NN0742'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0871 ***********************************************************************
 LG0871  DESIGNATION -  KUHLMANN
 LG0871  PID         -  LG0871
 LG0871  STATE/COUNTY-  NE/THAYER
 LG0871  USGS QUAD   -  HEBRON SW (1960)
 LG0871
 LG0871                         *CURRENT SURVEY CONTROL
 LG0871  ___________________________________________________________________
 LG0871* NAD 83(1995)-  40 01 00.50711(N)    097 41 41.43076(W)     ADJUSTED  
 LG0871* NAVD 88     -       506.     (meters)    1660.     (feet)  SCALED    
 LG0871  ___________________________________________________________________
 LG0871  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LG0871  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 LG0871
 LG0871  HORZ ORDER  -  FIRST
 LG0871
 LG0871.The horizontal coordinates were established by classical geodetic methods
 LG0871.and adjusted by the National Geodetic Survey in August 1997..
 LG0871
 LG0871.The orthometric height was scaled from a topographic map.
 LG0871
 LG0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0871
 LG0871.The geoid height was determined by GEOID03.
 LG0871
 LG0871;                    North         East     Units Scale Factor Converg.
 LG0871;SPC NE       -    22,995.783   696,773.271   MT  0.99999245   +1 31 39.4
 LG0871;SPC KS N     -   186,940.038   426,053.394   MT  1.00004622   +0 11 35.1
 LG0871;UTM  14      - 4,430,438.499   611,382.274   MT  0.99975272   +0 50 21.5
 LG0871
 LG0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0871!SPC NE       -   0.99992474  x   0.99999245  =   0.99991719
 LG0871!SPC KS N     -   0.99992474  x   1.00004622  =   0.99997096
 LG0871!UTM  14      -   0.99992474  x   0.99975272  =   0.99967748
 LG0871
 LG0871|---------------------------------------------------------------------|
 LG0871| PID    Reference Object                     Distance      Geod. Az  |
 LG0871|                                                           dddmmss.s |
 LG0871| CN9797 KUHLMANN RM 2                        32.538 METERS 00622     |
 LG0871| CN9795 KUHLMANN AZ MK                                     0902819.4 |
 LG0871| CN9796 KUHLMANN RM 1                        23.790 METERS 09308     |
 LG0871| LG0867 CHESTER ST JOHNS LUTH CH SPIRE      APPROX. 6.4 KM 0942148.8 |
 LG0871| LG0866 CHESTER MUNICIPAL TANK              APPROX. 6.5 KM 0953915.7 |
 LG0871| LG0881 BYRON MUNICIPAL TANK                APPROX. 6.5 KM 2571404.3 |
 LG0871| LG0873 DESHLER MUNICIPAL TANK              APPROX.14.3 KM 3501844.0 |
 LG0871| LG0872 KUHLMANN 2                            4.636 METERS 35720     |
 LG0871|---------------------------------------------------------------------|
 LG0871
 LG0871                          SUPERSEDED SURVEY CONTROL
 LG0871
 LG0871  NAD 83(1986)-  40 01 00.51222(N)    097 41 41.43106(W) AD(       ) 1
 LG0871  NAD 27      -  40 01 00.47700(N)    097 41 40.27700(W) AD(       ) 1
 LG0871
 LG0871.Superseded values are not recommended for survey control.
 LG0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0871.See file dsdata.txt to determine how the superseded data were derived.
 LG0871
 LG0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1138230438(NAD 83)
 LG0871_MARKER: DS = TRIANGULATION STATION DISK
 LG0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0871
 LG0871  HISTORY     - Date     Condition        Report By
 LG0871  HISTORY     - 1947     MONUMENTED       CGS
 LG0871  HISTORY     - 1959     GOOD             CGS
 LG0871
 LG0871                          STATION DESCRIPTION
 LG0871
 LG0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0871'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF CHESTER AND 4.0
 LG0871'MILES EAST-NORTHEAST OF BYRON ON LAND OWNED AND OCCUPIED BY MR.
 LG0871'FRED KUHLMANN.  IT IS 157 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LG0871'OF THE KUHLMANN FARM HOUSE, 52 FEET NORTH OF THE CENTER OF
 LG0871'STATE ROUTE 3S AND 35 FEET EAST OF THE CENTER OF THE DRIVEWAY TO
 LG0871'THE HOUSE.  IT IS STAMPED KUHLMANN 1947 AND SET FLUSH WITH THE
 LG0871'GROUND SURFACE.
 LG0871'
 LG0871'REFERENCE MARK NO 1 IS EAST OF THE STATION, 50 FEET NORTH OF
 LG0871'THE CENTER OF STATE ROUTE 3S, 15 FEET NORTH OF FENCE LINE
 LG0871'INTERSECTION AND 2 FEET WEST OF NORTH-SOUTH FENCE LINE.  IT IS
 LG0871'STAMPED KUHLMANN NO 1 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG0871'
 LG0871'REFERENCE MARK 2 IS NORTH OF THE STATION, 25 FEET EAST-SOUTHEAST
 LG0871'OF THE SOUTHWEST CORNER OF BARN YARD FENCE, 10 FEET SOUTH OF
 LG0871'EAST-WEST BOARD FENCE AND 5 FEET WEST-SOUTHWEST OF ASH TREE.  IT
 LG0871'IS STAMPED KUHLMANN NO 2 1947 AND SET FLUSH WITH THE GROUND.
 LG0871'
 LG0871'THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF THE STATION, 35 FEET
 LG0871'NORTH OF THE CENTER OF STATE ROUTE 3S, 25 FEET WEST OF THE CENTER
 LG0871'OF NORTH-SOUTH ROAD, 8 FEET NORTH OF FENCE CORNER AND 1 FOOT EAST
 LG0871'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED KUHLMANN 1947 AND SET
 LG0871'FLUSH WITH THE GROUND SURFACE.
 LG0871'
 LG0871'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO NORTH ON
 LG0871'U.S. HIGHWAY NO 81 FOR 0.25 MILE TO JUNCTION WITH STATE ROUTE 3S,
 LG0871'TURN LEFT AND GO WEST ON STATE ROUTE 3S FOR 4.0 MILES TO THE
 LG0871'KUHLMANN FARM HOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 LG0871'
 LG0871'A 74 FOOT SIGNAL AT STATION BYRON IS VISIBLE AT 37 FEET.
 LG0871'
 LG0871'A 74 FOOT SIGNAL AT STATION LOONTJER IS VISIBLE AT 37 FEET.
 LG0871'
 LG0871'A 74 FOOT SIGNAL AT STATION WIEDEL IS VISIBLE AT 37 FEET.
 LG0871'
 LG0871'A 74 FOOT SIGNAL AT STATION CHESTER IS V.G.
 LG0871'
 LG0871'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0871
 LG0871                          STATION RECOVERY (1959)
 LG0871
 LG0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG0871'THIS STATION WAS RECOVERED IN GOOD CONDITION AND ALL MARKS
 LG0871'WERE FOUND IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH
 LG0871'HAD BEEN DESTROYED BY ROAD WORK.  THE STATION AND REFERENCE
 LG0871'MARK NO. 1 WERE MOVED BECAUSE THEY WERE IN THE WAY OF ROAD
 LG0871'CONSTRUCTION WORK ALONG STATE HIGHWAY 3S.  THE CHESTER, MUNI.,
 LG0871'WATER TANK WAS USED AS AN INITIAL IN MOVING THE STATION AND
 LG0871'FOR ESTABLISHING A NEW AZIMUTH MARK.  FOR DETAILS, SEE THE
 LG0871'DESCRIPTION FOR KUHLMANN 2 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0872 ***********************************************************************
 LG0872  DESIGNATION -  KUHLMANN 2
 LG0872  PID         -  LG0872
 LG0872  STATE/COUNTY-  NE/THAYER
 LG0872  USGS QUAD   -  HEBRON SW (1960)
 LG0872
 LG0872                         *CURRENT SURVEY CONTROL
 LG0872  ___________________________________________________________________
 LG0872* NAD 83(1995)-  40 01 00.65726(N)    097 41 41.43987(W)     ADJUSTED  
 LG0872* NAVD 88     -       506.     (meters)    1660.     (feet)  SCALED    
 LG0872  ___________________________________________________________________
 LG0872  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LG0872  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 LG0872
 LG0872  HORZ ORDER  -  THIRD
 LG0872
 LG0872.The horizontal coordinates were established by classical geodetic methods
 LG0872.and adjusted by the National Geodetic Survey in August 1997..
 LG0872.No horizontal observational check was made to the station.
 LG0872
 LG0872.The orthometric height was scaled from a topographic map.
 LG0872
 LG0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0872
 LG0872.The geoid height was determined by GEOID03.
 LG0872
 LG0872;                    North         East     Units Scale Factor Converg.
 LG0872;SPC NE       -    23,000.407   696,772.931   MT  0.99999243   +1 31 39.4
 LG0872;SPC KS N     -   186,944.669   426,053.162   MT  1.00004623   +0 11 35.1
 LG0872;UTM  14      - 4,430,443.125   611,381.991   MT  0.99975272   +0 50 21.5
 LG0872
 LG0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0872!SPC NE       -   0.99992474  x   0.99999243  =   0.99991717
 LG0872!SPC KS N     -   0.99992474  x   1.00004623  =   0.99997097
 LG0872!UTM  14      -   0.99992474  x   0.99975272  =   0.99967748
 LG0872
 LG0872|---------------------------------------------------------------------|
 LG0872| PID    Reference Object                     Distance      Geod. Az  |
 LG0872|                                                           dddmmss.s |
 LG0872| CN9797 KUHLMANN RM 2                        27.959 METERS 00749     |
 LG0872| CN9799 KUHLMANN 2 RM 3                      27.167 METERS 09008     |
 LG0872| LG0867 CHESTER ST JOHNS LUTH CH SPIRE      APPROX. 6.4 KM 0942417.7 |
 LG0872| CN9798 KUHLMANN 2 AZ MK                                   0944510.2 |
 LG0872| LG0866 CHESTER MUNICIPAL TANK              APPROX. 6.5 KM 0954141.6 |
 LG0872| LG0871 KUHLMANN                              4.636 METERS 17720     |
 LG0872|---------------------------------------------------------------------|
 LG0872
 LG0872                          SUPERSEDED SURVEY CONTROL
 LG0872
 LG0872  NAD 83(1986)-  40 01 00.66236(N)    097 41 41.44016(W) AD(       ) 3
 LG0872  NAD 27      -  40 01 00.62720(N)    097 41 40.28610(W) AD(       ) 3
 LG0872
 LG0872.Superseded values are not recommended for survey control.
 LG0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0872.See file dsdata.txt to determine how the superseded data were derived.
 LG0872
 LG0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1138230443(NAD 83)
 LG0872_MARKER: DS = TRIANGULATION STATION DISK
 LG0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0872
 LG0872  HISTORY     - Date     Condition        Report By
 LG0872  HISTORY     - 1959     MONUMENTED       CGS
 LG0872
 LG0872                          STATION DESCRIPTION
 LG0872
 LG0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG0872'STATION IS LOCATED ABOUT 4 MILES WEST OF CHESTER AND 4 MILES
 LG0872'EAST-NORTHEAST OF BYRON ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 LG0872'3 S IN THE FRONT OF THE FRED KUHMANN FARM, 143 FEET SOUTHEAST
 LG0872'OF THE SOUTHEAST CORNER OF THE FRONT PORCH OF THE KUHLMANN
 LG0872'FARMHOUSE, 60 FEET NORTH OF THE CENTER OF STATE HIGHWAY 3 S,
 LG0872'49 FEET WEST OF THE SOUTHWEST CORNER OF BOARD FENCE AROUND THE
 LG0872'BARNS, AND 35 FEET EAST OF THE CENTER OF DRIVEWAY TO THE FARM.
 LG0872'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 LG0872'IS STAMPED KUHLMANN 2 1959.
 LG0872'
 LG0872'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO NORTH
 LG0872'ON U.S. HIGHWAY 81 FOR 0.25 MILE TO JUNCTION WITH STATE
 LG0872'HIGHWAY 3 S.  TURN LEFT AND GO WEST ON STATE HIGHWAY 3 S FOR 4.0
 LG0872'MILES TO THE KUHLMANN FARM ON THE RIGHT AND THE STATION AS
 LG0872'DESCRIBED.
 LG0872'
 LG0872'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, 25 FEET
 LG0872'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF BOARD FENCE, 10 FEET
 LG0872'SOUTH OF BOARD FENCE, AND 5 FEET WEST-SOUTHWEST OF ASH TREE.
 LG0872'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 LG0872'IS STAMPED KUHLMANN NO 2 1947.
 LG0872'
 LG0872'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 60 FEET NORTH
 LG0872'OF THE CENTER OF STATE HIGHWAY 3 S, 40 FEET EAST OF THE
 LG0872'SOUTHWEST CORNER OF BOARD FENCE, AND 1 FOOT SOUTH OF FENCE.
 LG0872'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED KUHLMANN
 LG0872'2 NO 3 1959.
 LG0872'
 LG0872'AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 63 FEET WEST OF
 LG0872'A NORTH-SOUTH ROAD, 59 FEET SOUTH OF THE CENTER OF STATE
 LG0872'HIGHWAY 3 S, 43 FEET WEST OF THE WEST CONCRETE HEADWALL FOR
 LG0872'CULVERT, 37 FEET WEST OF A FENCE CORNER, 1.5 FEET WEST OF A
 LG0872'NEW WITNESS SIGNPOST, AND 1 FOOT NORTH OF A FENCE.  THE MARK
 LG0872'PROJECTS 4 INCHES AND THE DISK IS STAMPED KUHLMANN 2 1959.
 LG0872'
 LG0872'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 LG0872'HIGHWAY 3 S FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LG0872'
 LG0872'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0033 ***********************************************************************
 LH0033  DESIGNATION -  L
 LH0033  PID         -  LH0033
 LH0033  STATE/COUNTY-  NE/ADAMS
 LH0033  USGS QUAD   -  TRUMBULL (1969)
 LH0033
 LH0033                         *CURRENT SURVEY CONTROL
 LH0033  ___________________________________________________________________
 LH0033* NAD 83(1986)-  40 41 45.     (N)    098 22 07.     (W)     SCALED    
 LH0033* NAVD 88     -       592.088  (meters)    1942.54   (feet)  ADJUSTED  
 LH0033  ___________________________________________________________________
 LH0033  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 LH0033  DYNAMIC HT  -         591.764 (meters)    1941.48  (feet)  COMP
 LH0033  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 LH0033
 LH0033  VERT ORDER  -  FIRST     CLASS II
 LH0033
 LH0033.The horizontal coordinates were scaled from a topographic map and have
 LH0033.an estimated accuracy of +/- 6 seconds.
 LH0033
 LH0033.The orthometric height was determined by differential leveling
 LH0033.and adjusted by the National Geodetic Survey in June 1991..
 LH0033
 LH0033.The geoid height was determined by GEOID03.
 LH0033
 LH0033.The dynamic height is computed by dividing the NAVD 88
 LH0033.geopotential number by the normal gravity value computed on the
 LH0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0033.degrees latitude (g = 980.6199 gals.).
 LH0033
 LH0033.The modeled gravity was interpolated from observed gravity values.
 LH0033
 LH0033;                    North         East    Units  Estimated Accuracy
 LH0033;SPC NE       -    97,060.      637,850.      MT  (+/- 180 meters Scaled)
 LH0033
 LH0033                          SUPERSEDED SURVEY CONTROL
 LH0033
 LH0033  NGVD 29 (??/??/92)  591.852  (m)         1941.77   (f) ADJ UNCH    1 2
 LH0033
 LH0033.Superseded values are not recommended for survey control.
 LH0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0033.See file dsdata.txt to determine how the superseded data were derived.
 LH0033
 LH0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL533051(NAD 83)
 LH0033_MARKER: Q = CHISELED SQUARE
 LH0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0033+STABILITY: SURFACE MOTION
 LH0033
 LH0033  HISTORY     - Date     Condition        Report By
 LH0033  HISTORY     - UNK      MONUMENTED       CGS
 LH0033  HISTORY     - 1947     GOOD             NGS
 LH0033  HISTORY     - 19910926 MARK NOT FOUND   NGS
 LH0033
 LH0033                          STATION DESCRIPTION
 LH0033
 LH0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0033'AT HANSEN.
 LH0033'AT HANSEN, 114.3 FEET NORTHWEST OF RAILWAY MILEPOST 235, 58.0
 LH0033'FEET SOUTH OF THE CENTER LINE OF A GRAVELED STREET, 48.3 FEET
 LH0033'WEST OF THE WEST SIDE OF THE UNION PACIFIC RAILWAY STATION,
 LH0033'28.1 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 6.0 FEET
 LH0033'EAST OF A POINT 10.8 FEET SOUTH OF A POWER POLE AT THE SOUTHWEST
 LH0033'ANGLE OF THE STREET CROSSING, 2.5 FEET NORTH OF A REFERENCE POST,
 LH0033'THE BOTTOM OF A CHISELED SQUARE IN THE TOP OF A LIMESTONE POST
 LH0033'SURROUNDED BY THE LETTERS USBM, SET 0.3 FOOT BELOW THE SURFACE
 LH0033'OF THE GROUND.
 LH0033
 LH0033                          STATION RECOVERY (1991)
 LH0033
 LH0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0033'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1116 ***********************************************************************
 ML1116  DESIGNATION -  L 1 13
 ML1116  PID         -  ML1116
 ML1116  STATE/COUNTY-  NE/SHERMAN
 ML1116  USGS QUAD   -  LOUP CITY (1978)
 ML1116
 ML1116                         *CURRENT SURVEY CONTROL
 ML1116  ___________________________________________________________________
 ML1116* NAD 83(1995)-  41 18 22.84987(N)    098 55 24.94999(W)     ADJUSTED  
 ML1116* NAVD 88     -       693.     (meters)    2274.     (feet)  SCALED    
 ML1116  ___________________________________________________________________
 ML1116  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 ML1116  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 ML1116
 ML1116  HORZ ORDER  -  SECOND
 ML1116
 ML1116.The horizontal coordinates were established by classical geodetic methods
 ML1116.and adjusted by the National Geodetic Survey in August 1997..
 ML1116
 ML1116.The orthometric height was scaled from a topographic map.
 ML1116
 ML1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1116
 ML1116.The geoid height was determined by GEOID03.
 ML1116
 ML1116;                    North         East     Units Scale Factor Converg.
 ML1116;SPC NE       -   164,102.881   590,110.172   MT  0.99966463   +0 42 48.0
 ML1116;UTM  14      - 4,572,768.228   506,395.748   MT  0.99960050   +0 03 01.6
 ML1116
 ML1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1116!SPC NE       -   0.99989504  x   0.99966463  =   0.99955970
 ML1116!UTM  14      -   0.99989504  x   0.99960050  =   0.99949558
 ML1116
 ML1116:                Primary Azimuth Mark                     Grid Az
 ML1116:SPC NE       -  ASHTON MUNICIPAL TANK                    122 00 40.5
 ML1116:UTM  14      -  ASHTON MUNICIPAL TANK                    122 40 26.9
 ML1116
 ML1116|---------------------------------------------------------------------|
 ML1116| PID    Reference Object                     Distance      Geod. Az  |
 ML1116|                                                           dddmmss.s |
 ML1116| ML1111 ASHTON MUNICIPAL TANK               APPROX.12.2 KM 1224328.5 |
 ML1116| CN9804 L 1 13 RM 1                          18.970 METERS 14318     |
 ML1116| CN9805 L 1 13 RM 2                          15.995 METERS 22044     |
 ML1116| ML1117 LOUP CITY REA RADIO MAST            APPROX. 4.2 KM 2310435.6 |
 ML1116| CN9803 L 1 13 AZ MK                                       2862535.9 |
 ML1116|---------------------------------------------------------------------|
 ML1116
 ML1116                          SUPERSEDED SURVEY CONTROL
 ML1116
 ML1116  NAD 83(1986)-  41 18 22.85732(N)    098 55 24.95367(W) AD(       ) 2
 ML1116  NAD 27      -  41 18 22.82200(N)    098 55 23.64400(W) AD(       ) 2
 ML1116
 ML1116.Superseded values are not recommended for survey control.
 ML1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1116.See file dsdata.txt to determine how the superseded data were derived.
 ML1116
 ML1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0639672768(NAD 83)
 ML1116_MARKER: DD = SURVEY DISK
 ML1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1116
 ML1116  HISTORY     - Date     Condition        Report By
 ML1116  HISTORY     - 1951     MONUMENTED       BOR
 ML1116
 ML1116                          STATION DESCRIPTION
 ML1116
 ML1116'DESCRIBED BY US BUREAU OF RECLAMATION 1951 (RLE)
 ML1116'THE STATION IS LOCATED ABOUT 8.0 MILES NORTHWEST OF ASHTON
 ML1116'AND ABOUT 3.0 MILES NORTHEAST OF LOUP CITY JUST NORTHEAST OF A
 ML1116'FARMYARD, 106 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 ML1116'FARMHOUSE, 41 FEET NORTH OF A FENCE CORNER AND 1 FOOT SOUTHWEST OF
 ML1116'A WITNESS POST.  IT IS A STANDARD USBR BRONZE DISK SET IN TOP OF
 ML1116'A 6 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS
 ML1116'STAMPED L-1-13.
 ML1116'
 ML1116'REFERENCE MARK NO. 1 IS JUST EAST OF FARMYARD, 21 FEET SOUTH OF
 ML1116'A FENCE CORNER AND 3 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT
 ML1116'IS STAMPED L 1 13 NO 1 1951 AND PROJECTS 2 INCHES.
 ML1116'
 ML1116'REFERENCE MARK NO. 2 IS JUST NORTH OF FARMYARD, 56 FEET
 ML1116'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF FARMHOUSE AND 19
 ML1116'FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED L 1 13
 ML1116'NO 2 1951 AND PROJECTS 3 INCHES.
 ML1116'
 ML1116'THE AZIMUTH MARK IS IN THE NORTH EDGE OF A PASTURE, 23 FEET SOUTH
 ML1116'OF THE CENTER OF AN EAST-WEST ROAD, 3 FEET EAST OF A TELEPHONE POLE
 ML1116'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 ML1116'L 1 13 1951 AND PROJECTS 3 INCHES.
 ML1116'
 ML1116'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 ML1116'SQUARE IN LOUP CITY, GO EAST FOR 0.7 MILE TO A FORK, TAKE LEFT
 ML1116'FORK AND GO NORTHEAST AND NORTH ON GRAVELED ROAD FOR 2.3 MILES
 ML1116'TO A CROSSROAD.  TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.3
 ML1116'MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE EAST FOR
 ML1116'0.4 MILE TO A DRIVEWAY INTO FARMYARD ON RIGHT, GO SOUTH ON
 ML1116'DRIVEWAY FOR 0.1 MILE TO FARMYARD AND STATION JUST NORTHEAST
 ML1116'AS DESCRIBED.
 ML1116'
 ML1116'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0365 ***********************************************************************
 NP0365  DESIGNATION -  L 11
 NP0365  PID         -  NP0365
 NP0365  STATE/COUNTY-  NE/BOX BUTTE
 NP0365  USGS QUAD   -  MARSLAND (1983)
 NP0365
 NP0365                         *CURRENT SURVEY CONTROL
 NP0365  ___________________________________________________________________
 NP0365* NAD 83(1986)-  42 25 47.     (N)    103 18 15.     (W)     SCALED    
 NP0365* NAVD 88     -      1259.114  (meters)    4130.94   (feet)  ADJUSTED  
 NP0365  ___________________________________________________________________
 NP0365  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 NP0365  DYNAMIC HT  -        1258.368 (meters)    4128.50  (feet)  COMP
 NP0365  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 NP0365
 NP0365  VERT ORDER  -  FIRST     CLASS II
 NP0365
 NP0365.The horizontal coordinates were scaled from a topographic map and have
 NP0365.an estimated accuracy of +/- 6 seconds.
 NP0365
 NP0365.The orthometric height was determined by differential leveling
 NP0365.and adjusted by the National Geodetic Survey in June 1991..
 NP0365.WARNING-Repeat measurements at this control monument indicate possible
 NP0365.vertical movement.
 NP0365
 NP0365.The geoid height was determined by GEOID03.
 NP0365
 NP0365.The dynamic height is computed by dividing the NAVD 88
 NP0365.geopotential number by the normal gravity value computed on the
 NP0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0365.degrees latitude (g = 980.6199 gals.).
 NP0365
 NP0365.The modeled gravity was interpolated from observed gravity values.
 NP0365
 NP0365;                    North         East    Units  Estimated Accuracy
 NP0365;SPC NE       -   293,470.      228,220.      MT  (+/- 180 meters Scaled)
 NP0365
 NP0365                          SUPERSEDED SURVEY CONTROL
 NP0365
 NP0365  NGVD 29 (??/??/92) 1258.464  (m)         4128.81   (f) ADJ UNCH    1 2
 NP0365
 NP0365.Superseded values are not recommended for survey control.
 NP0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0365.See file dsdata.txt to determine how the superseded data were derived.
 NP0365
 NP0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG394988(NAD 83)
 NP0365_MARKER: DB = BENCH MARK DISK
 NP0365_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0365_SP_SET: HEADWALL
 NP0365_STAMPING: L 11 1933 4128.469
 NP0365_MARK LOGO: CGS   
 NP0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0365+STABILITY: SURFACE MOTION
 NP0365
 NP0365  HISTORY     - Date     Condition        Report By
 NP0365  HISTORY     - 1933     MONUMENTED       CGS
 NP0365  HISTORY     - 1956     GOOD             NGS
 NP0365  HISTORY     - 1985     GOOD             NGS
 NP0365
 NP0365                          STATION DESCRIPTION
 NP0365
 NP0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0365'1.2 MI S FROM MARSLAND.
 NP0365'1.15 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0365'RAILROAD FROM THE STATION SIGN AT MARSLAND, 7.2 FEET WEST OF
 NP0365'THE WEST RAIL, 3 FEET BELOW THE TOP OF THE RAILS, SET IN
 NP0365'THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A CONCRETE
 NP0365'BRIDGE OVER THE NIOBRARA RIVER, IN SECTION 5, TOWNSHIP 28 NORTH,
 NP0365'RANGE 51 WEST.
 NP0365
 NP0365                          STATION RECOVERY (1985)
 NP0365
 NP0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0365'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0365'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 1.61 KM
 NP0365'(1.0 MI) SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1932 ***********************************************************************
 MK1932  DESIGNATION -  L 11 20
 MK1932  PID         -  MK1932
 MK1932  STATE/COUNTY-  NE/NANCE
 MK1932  USGS QUAD   -  FULLERTON (1958)
 MK1932
 MK1932                         *CURRENT SURVEY CONTROL
 MK1932  ___________________________________________________________________
 MK1932* NAD 83(1995)-  41 17 47.67411(N)    097 59 13.92636(W)     ADJUSTED  
 MK1932* NAVD 88     -       532.     (meters)    1745.     (feet)  SCALED    
 MK1932  ___________________________________________________________________
 MK1932  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 MK1932  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 MK1932
 MK1932  HORZ ORDER  -  SECOND
 MK1932
 MK1932.The horizontal coordinates were established by classical geodetic methods
 MK1932.and adjusted by the National Geodetic Survey in August 1997..
 MK1932
 MK1932.The orthometric height was scaled from a topographic map.
 MK1932
 MK1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1932
 MK1932.The geoid height was determined by GEOID03.
 MK1932
 MK1932;                    North         East     Units Scale Factor Converg.
 MK1932;SPC NE       -   164,418.771   668,514.130   MT  0.99966523   +1 20 02.0
 MK1932;UTM  14      - 4,572,175.310   584,795.513   MT  0.99968849   +0 40 06.4
 MK1932
 MK1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1932!SPC NE       -   0.99992044  x   0.99966523  =   0.99958569
 MK1932!UTM  14      -   0.99992044  x   0.99968849  =   0.99960895
 MK1932
 MK1932                          SUPERSEDED SURVEY CONTROL
 MK1932
 MK1932  NAD 83(1986)-  41 17 47.68081(N)    097 59 13.93041(W) AD(       ) 2
 MK1932  NAD 27      -  41 17 47.62600(N)    097 59 12.71800(W) AD(       ) 2
 MK1932
 MK1932.Superseded values are not recommended for survey control.
 MK1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1932.See file dsdata.txt to determine how the superseded data were derived.
 MK1932
 MK1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8479672175(NAD 83)
 MK1932_MARKER: DD = SURVEY DISK
 MK1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1932
 MK1932  HISTORY     - Date     Condition        Report By
 MK1932  HISTORY     - 1950     MONUMENTED       BOR
 MK1932
 MK1932                          STATION DESCRIPTION
 MK1932
 MK1932'DESCRIBED BY US BUREAU OF RECLAMATION 1950 (JCT)
 MK1932'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF THE
 MK1932'TOWN OF FULLERTON, 1/4 MILE WEST OF STATE HIGHWAY 14 AND ON
 MK1932'THE HIGHEST KNOLL IN PASTURE LAND.  THE MARK IS A BUREAU
 MK1932'OF RECLAMATION DISK SET IN AN 8 X 8 INCH SQUARE CONCRETE
 MK1932'POST WHICH PROJECTS 2 INCHES AND THE DISK IS STAMPED L-11-20.
 MK1932'
 MK1932'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 MK1932'PEREGRINE TO L-11-20.  IT IS 18.277 METERS OR 59.96 FEET
 MK1932'NORTH OF THE STATION.
 MK1932'
 MK1932'TO REACH FROM THE POST OFFICE IN FULLERTON, GO SOUTH ON THE
 MK1932'MAIN STREET 0.1 MILE TO CROSS STREETS, TURN RIGHT (WEST) WITH
 MK1932'STATE HIGHWAY 22, 0.25 MILE TO THE INTERSECTION OF STATE
 MK1932'HIGHWAYS 14 AND 22, TURN LEFT (SOUTH) ON HIGHWAY 14 0.9 MILE
 MK1932'TO BRIDGE OVER THE LOUP RIVER.  CONTINUE SOUTH ON HIGHWAY 14,
 MK1932'3.75 MILES TO A WIRE GATE ON THE RIGHT JUST AFTER PASSING
 MK1932'A PLANTED GROVE OF TREES, TURN RIGHT (WEST) THROUGH GATE AND
 MK1932'GO SOUTHWEST ACROSS PASTURE 0.3 MILE TO THE HIGHEST POINT AND
 MK1932'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1090 ***********************************************************************
 ML1090  DESIGNATION -  L 11 9
 ML1090  PID         -  ML1090
 ML1090  STATE/COUNTY-  NE/HOWARD
 ML1090  USGS QUAD   -  CUSHING (1955)
 ML1090
 ML1090                         *CURRENT SURVEY CONTROL
 ML1090  ___________________________________________________________________
 ML1090* NAD 83(1995)-  41 17 28.70308(N)    098 18 16.41490(W)     ADJUSTED  
 ML1090* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 ML1090  ___________________________________________________________________
 ML1090  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 ML1090  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 ML1090
 ML1090  HORZ ORDER  -  SECOND
 ML1090
 ML1090.The horizontal coordinates were established by classical geodetic methods
 ML1090.and adjusted by the National Geodetic Survey in August 1997..
 ML1090
 ML1090.The orthometric height was scaled from a topographic map.
 ML1090
 ML1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1090
 ML1090.The geoid height was determined by GEOID03.
 ML1090
 ML1090;                    North         East     Units Scale Factor Converg.
 ML1090;SPC NE       -   163,264.027   641,959.702   MT  0.99966557   +1 07 24.8
 ML1090;UTM  14      - 4,571,328.859   558,229.516   MT  0.99964173   +0 27 32.1
 ML1090
 ML1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1090!SPC NE       -   0.99991037  x   0.99966557  =   0.99957597
 ML1090!UTM  14      -   0.99991037  x   0.99964173  =   0.99955213
 ML1090
 ML1090                          SUPERSEDED SURVEY CONTROL
 ML1090
 ML1090  NAD 83(1986)-  41 17 28.70986(N)    098 18 16.41869(W) AD(       ) 2
 ML1090  NAD 27      -  41 17 28.66500(N)    098 18 15.18300(W) AD(       ) 2
 ML1090
 ML1090.Superseded values are not recommended for survey control.
 ML1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1090.See file dsdata.txt to determine how the superseded data were derived.
 ML1090
 ML1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5823071329(NAD 83)
 ML1090_MARKER: DD = SURVEY DISK
 ML1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1090
 ML1090  HISTORY     - Date     Condition        Report By
 ML1090  HISTORY     - 1950     MONUMENTED       BOR
 ML1090
 ML1090                          STATION DESCRIPTION
 ML1090
 ML1090'DESCRIBED BY US BUREAU OF RECLAMATION 1950 (JCT)
 ML1090'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF PALMER AND
 ML1090'4 MILES EAST OF CUSHING ON THE CREST OF A PROMINENT HILL.
 ML1090'THE MARK IS A BUREAU OF RECLAIMATION DISK SET IN TOP OF A
 ML1090'6 BY 6 INCH CONCRETE POST WHICH PROJECTS 4 INCHES.  THE DISK
 ML1090'IS STAMPED L-11-9.
 ML1090'
 ML1090'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 ML1090'CORDING TO BM L-11-9 (USBR).  IT IS 11.008 METERS (36.12 FEET)
 ML1090'NORTHWEST OF THE STATION.
 ML1090'
 ML1090'TO REACH THE STATION FROM THE POST OFFICE IN PALMER, GO EAST
 ML1090'ON THE MAIN STREET FOR 0.35 MILE TO A GRAVEL T INTERSECTION.
 ML1090'TURN LEFT AND GO NORTH FOR 3.65 MILES TO THE LOUP RIVER BRIDGE.
 ML1090'CROSS THE BRIDGE, TAKE LEFT FORK AND GO NORTH FOR 0.75 MILE
 ML1090'TO A DIRT CROSS ROAD.  TURN LEFT ON TO THE DIRT ROAD AND GO WEST
 ML1090'FOR 3.15 MILES TO A WIRE GATE ON THE RIGHT.  PASS THROUGH
 ML1090'THE GATE, TURN RIGHT AND GO EAST ALONG THE NORTH SIDE OF THE
 ML1090'FENCE FOR 0.3 MILE TO THE AZIMUTH MARK FOR TRIANGULATION
 ML1090'STATION CORDING ON THE RIGHT.  TURN LEFT AND GO NORTHERLY
 ML1090'FOR 0.4 TO A WIRE FENCE.  THE STATION IS ON THE CREST OF THE
 ML1090'HILL ABOUT 0.15 MILE NORTHWEST OF THE WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0707 ***********************************************************************
 ML0707  DESIGNATION -  L 116
 ML0707  PID         -  ML0707
 ML0707  STATE/COUNTY-  NE/CUSTER
 ML0707  USGS QUAD   -  ARCADIA SW (1951)
 ML0707
 ML0707                         *CURRENT SURVEY CONTROL
 ML0707  ___________________________________________________________________
 ML0707* NAD 83(1986)-  41 16 41.     (N)    099 14 37.     (W)     SCALED    
 ML0707* NAVD 88     -       729.098  (meters)    2392.05   (feet)  ADJUSTED  
 ML0707  ___________________________________________________________________
 ML0707  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ML0707  DYNAMIC HT  -         728.710 (meters)    2390.78  (feet)  COMP
 ML0707  MODELED GRAV-     980,066.9   (mgal)                       NAVD 88
 ML0707
 ML0707  VERT ORDER  -  SECOND    CLASS 0
 ML0707
 ML0707.The horizontal coordinates were scaled from a topographic map and have
 ML0707.an estimated accuracy of +/- 6 seconds.
 ML0707
 ML0707.The orthometric height was determined by differential leveling
 ML0707.and adjusted by the National Geodetic Survey in June 1991..
 ML0707
 ML0707.The geoid height was determined by GEOID03.
 ML0707
 ML0707.The dynamic height is computed by dividing the NAVD 88
 ML0707.geopotential number by the normal gravity value computed on the
 ML0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0707.degrees latitude (g = 980.6199 gals.).
 ML0707
 ML0707.The modeled gravity was interpolated from observed gravity values.
 ML0707
 ML0707;                    North         East    Units  Estimated Accuracy
 ML0707;SPC NE       -   160,680.      563,350.      MT  (+/- 180 meters Scaled)
 ML0707
 ML0707                          SUPERSEDED SURVEY CONTROL
 ML0707
 ML0707  NGVD 29 (??/??/92)  728.849  (m)         2391.23   (f) ADJ UNCH    2 0
 ML0707
 ML0707.Superseded values are not recommended for survey control.
 ML0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0707.See file dsdata.txt to determine how the superseded data were derived.
 ML0707
 ML0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML795696(NAD 83)
 ML0707_MARKER: DB = BENCH MARK DISK
 ML0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0707_STAMPING: L 116 1934
 ML0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0707+STABILITY: SURFACE MOTION
 ML0707
 ML0707  HISTORY     - Date     Condition        Report By
 ML0707  HISTORY     - 1934     MONUMENTED       CGS
 ML0707  HISTORY     - 1951     MARK NOT FOUND   USGS
 ML0707
 ML0707                          STATION DESCRIPTION
 ML0707
 ML0707'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 ML0707'7.7 MI E FROM ANSLEY.
 ML0707'7.7 MILES EAST ALONG STATE HIGHWAY 92 FROM THE POST OFFICE
 ML0707'AT ANSLEY, CUSTER COUNTY, 400 FEET NORTHEAST OF A WINDMILL,
 ML0707'33 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 ML0707'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 ML0707'L 116 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0185 ***********************************************************************
 LH0185  DESIGNATION -  L 117
 LH0185  PID         -  LH0185
 LH0185  STATE/COUNTY-  NE/HALL
 LH0185  USGS QUAD   -  GRAND ISLAND (1993)
 LH0185
 LH0185                         *CURRENT SURVEY CONTROL
 LH0185  ___________________________________________________________________
 LH0185* NAD 83(1986)-  40 56 16.     (N)    098 19 57.     (W)     SCALED    
 LH0185* NAVD 88     -       566.223  (meters)    1857.68   (feet)  ADJUSTED  
 LH0185  ___________________________________________________________________
 LH0185  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 LH0185  DYNAMIC HT  -         565.925 (meters)    1856.71  (feet)  COMP
 LH0185  MODELED GRAV-     980,080.1   (mgal)                       NAVD 88
 LH0185
 LH0185  VERT ORDER  -  SECOND    CLASS 0
 LH0185
 LH0185.The horizontal coordinates were scaled from a topographic map and have
 LH0185.an estimated accuracy of +/- 6 seconds.
 LH0185
 LH0185.The orthometric height was determined by differential leveling
 LH0185.and adjusted by the National Geodetic Survey in June 1991..
 LH0185.WARNING-Repeat measurements at this control monument indicate possible
 LH0185.vertical movement.
 LH0185
 LH0185.The geoid height was determined by GEOID03.
 LH0185
 LH0185.The dynamic height is computed by dividing the NAVD 88
 LH0185.geopotential number by the normal gravity value computed on the
 LH0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0185.degrees latitude (g = 980.6199 gals.).
 LH0185
 LH0185.The modeled gravity was interpolated from observed gravity values.
 LH0185
 LH0185;                    North         East    Units  Estimated Accuracy
 LH0185;SPC NE       -   123,980.      640,380.      MT  (+/- 180 meters Scaled)
 LH0185
 LH0185                          SUPERSEDED SURVEY CONTROL
 LH0185
 LH0185  NGVD 29 (??/??/92)  565.981  (m)         1856.89   (f) ADJ UNCH    2 0
 LH0185
 LH0185.Superseded values are not recommended for survey control.
 LH0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0185.See file dsdata.txt to determine how the superseded data were derived.
 LH0185
 LH0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL561320(NAD 83)
 LH0185_MARKER: DB = BENCH MARK DISK
 LH0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0185_STAMPING: L 117 1935
 LH0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0185+STABILITY: SURFACE MOTION
 LH0185
 LH0185  HISTORY     - Date     Condition        Report By
 LH0185  HISTORY     - 1935     MONUMENTED       CGS
 LH0185  HISTORY     - 1949     GOOD             NGS
 LH0185  HISTORY     - 1951     GOOD             NGS
 LH0185
 LH0185                          STATION DESCRIPTION
 LH0185
 LH0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LH0185'AT GRAND ISLAND.
 LH0185'AT GRAND ISLAND, 1.25 MILES NORTH ALONG THE UNION PACIFIC
 LH0185'RAILROAD FROM THE STATION, 45 FEET NORTHWEST OF A POINT ON THE
 LH0185'PROJECTED CENTER LINE OF 9TH STREET WHICH DEAD-ENDS AT THE
 LH0185'RAILROAD TRACKS, 34.4 FEET WEST OF THE WEST RAIL OF THE TRACK,
 LH0185'16 FEET NORTHEAST OF A POWER LINE POLE, 14 FEET SOUTH OF MILEPOST
 LH0185'NO. 1.25, 1.1 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0185'CONCRETE POST AND LEVEL WITH THE GROUND.
 LH0185
 LH0185                          STATION RECOVERY (1951)
 LH0185
 LH0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LH0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0079 ***********************************************************************
 ML0079  DESIGNATION -  L 118 RESET
 ML0079  PID         -  ML0079
 ML0079  STATE/COUNTY-  NE/GREELEY
 ML0079  USGS QUAD   -  SPALDING SE (1985)
 ML0079
 ML0079                         *CURRENT SURVEY CONTROL
 ML0079  ___________________________________________________________________
 ML0079* NAD 83(1986)-  41 34 55.     (N)    098 22 05.     (W)     SCALED    
 ML0079* NAVD 88     -       600.03   (+/-2cm)    1968.6    (feet)  VERTCON   
 ML0079  ___________________________________________________________________
 ML0079  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 ML0079
 ML0079  VERT ORDER  -  THIRD (See Below)
 ML0079
 ML0079.The horizontal coordinates were scaled from a topographic map and have
 ML0079.an estimated accuracy of +/- 6 seconds.
 ML0079
 ML0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0079.The vertical order pertains to the NGVD 29 superseded value.
 ML0079
 ML0079.The geoid height was determined by GEOID03.
 ML0079
 ML0079;                    North         East    Units  Estimated Accuracy
 ML0079;SPC NE       -   195,420.      636,040.      MT  (+/- 180 meters Scaled)
 ML0079
 ML0079                          SUPERSEDED SURVEY CONTROL
 ML0079
 ML0079  NGVD 29 (??/??/??)  599.79   (m)         1967.8    (f) RESET       3  
 ML0079
 ML0079.Superseded values are not recommended for survey control.
 ML0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0079.See file dsdata.txt to determine how the superseded data were derived.
 ML0079
 ML0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM526035(NAD 83)
 ML0079_MARKER: DB = BENCH MARK DISK
 ML0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0079_STAMPING: L 118 1935 RESET 1942
 ML0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0079+STABILITY: SURFACE MOTION
 ML0079
 ML0079  HISTORY     - Date     Condition        Report By
 ML0079  HISTORY     - 1942     MONUMENTED       NEDR
 ML0079
 ML0079                          STATION DESCRIPTION
 ML0079
 ML0079'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1942
 ML0079'7.5 MI S FROM SPALDING.
 ML0079'7.5 MILES SOUTH ALONG STATE HIGHWAY 101 FROM THE UNION PACIFIC
 ML0079'RAILROAD STATION AT SPALDING, GREELEY COUNTY, 132 FEET SOUTHWEST
 ML0079'OF THE SOUTHWEST CORNER OF THE DISTRICT 16 SCHOOLHOUSE, IN THE
 ML0079'SOUTHWEST CORNER OF THE SCHOOLYARD, AT THE SOUTHWEST CORNER OF
 ML0079'SECTION 28, T 19 N, R 9 W, 50 FEET EAST OF THE CENTER LINE OF
 ML0079'THE HIGHWAY (WEST LINE OF SECTION 28), 47 FEET NORTH OF THE
 ML0079'ROAD ALONG THE SOUTH SIDE OF THE SECTION, AND 2 FEET EAST OF THE
 ML0079'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 118 1935 RESET
 ML0079'1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0078 ***********************************************************************
 MM0078  DESIGNATION -  L 119
 MM0078  PID         -  MM0078
 MM0078  STATE/COUNTY-  NE/CUSTER
 MM0078  USGS QUAD   -  ODENCRANZE TABLE SOUTH (1972)
 MM0078
 MM0078                         *CURRENT SURVEY CONTROL
 MM0078  ___________________________________________________________________
 MM0078* NAD 83(1986)-  41 07 07.     (N)    100 11 28.     (W)     SCALED    
 MM0078* NAVD 88     -       888.874  (meters)    2916.25   (feet)  ADJUSTED  
 MM0078  ___________________________________________________________________
 MM0078  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 MM0078  DYNAMIC HT  -         888.368 (meters)    2914.59  (feet)  COMP
 MM0078  MODELED GRAV-     980,023.9   (mgal)                       NAVD 88
 MM0078
 MM0078  VERT ORDER  -  SECOND    CLASS 0
 MM0078
 MM0078.The horizontal coordinates were scaled from a topographic map and have
 MM0078.an estimated accuracy of +/- 6 seconds.
 MM0078
 MM0078.The orthometric height was determined by differential leveling
 MM0078.and adjusted by the National Geodetic Survey in June 1991..
 MM0078
 MM0078.The geoid height was determined by GEOID03.
 MM0078
 MM0078.The dynamic height is computed by dividing the NAVD 88
 MM0078.geopotential number by the normal gravity value computed on the
 MM0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0078.degrees latitude (g = 980.6199 gals.).
 MM0078
 MM0078.The modeled gravity was interpolated from observed gravity values.
 MM0078
 MM0078;                    North         East    Units  Estimated Accuracy
 MM0078;SPC NE       -   142,720.      483,960.      MT  (+/- 180 meters Scaled)
 MM0078
 MM0078                          SUPERSEDED SURVEY CONTROL
 MM0078
 MM0078  NGVD 29 (??/??/92)  888.602  (m)         2915.36   (f) ADJ UNCH    2 0
 MM0078
 MM0078.Superseded values are not recommended for survey control.
 MM0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0078.See file dsdata.txt to determine how the superseded data were derived.
 MM0078
 MM0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML000526(NAD 83)
 MM0078_MARKER: DB = BENCH MARK DISK
 MM0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0078_STAMPING: L 119 1934
 MM0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0078+STABILITY: SURFACE MOTION
 MM0078
 MM0078  HISTORY     - Date     Condition        Report By
 MM0078  HISTORY     - 1934     MONUMENTED       CGS
 MM0078  HISTORY     - 1942     GOOD             NGS
 MM0078  HISTORY     - 1972     GOOD             NGS
 MM0078
 MM0078                          STATION DESCRIPTION
 MM0078
 MM0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MM0078'14.1 MI N FROM GOTHENBURG.
 MM0078'IN CUSTER COUNTY, 14.1 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 MM0078'THE POST OFFICE AT GOTHENBURG, DAWSON COUNTY, OPPOSITE A T-ROAD
 MM0078'JUNCTION, 32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 MM0078'NORTH OF A FENCE LEADING EAST, AND 1 FOOT EAST OF THE
 MM0078'RIGHT-OF-WAY.  A STANDARD DISK, STAMPED L 119 1934 AND SET IN
 MM0078'THE TOP OF A CONCRETE POST.
 MM0078
 MM0078                          STATION RECOVERY (1972)
 MM0078
 MM0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0079 ***********************************************************************
 MM0079  DESIGNATION -  L 119 RESET
 MM0079  PID         -  MM0079
 MM0079  STATE/COUNTY-  NE/CUSTER
 MM0079  USGS QUAD   -  ODENCRANZE TABLE SOUTH (1972)
 MM0079
 MM0079                         *CURRENT SURVEY CONTROL
 MM0079  ___________________________________________________________________
 MM0079* NAD 83(1986)-  41 07 07.     (N)    100 11 28.     (W)     SCALED    
 MM0079* NAVD 88     -       889.15   (meters)    2917.2    (feet)  RESET     
 MM0079  ___________________________________________________________________
 MM0079  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 MM0079
 MM0079  VERT ORDER  -  THIRD
 MM0079
 MM0079.The horizontal coordinates were scaled from a topographic map and have
 MM0079.an estimated accuracy of +/- 6 seconds.
 MM0079
 MM0079.The orthometric height was computed from unverified reset data.
 MM0079
 MM0079.The geoid height was determined by GEOID03.
 MM0079
 MM0079;                    North         East    Units  Estimated Accuracy
 MM0079;SPC NE       -   142,720.      483,960.      MT  (+/- 180 meters Scaled)
 MM0079
 MM0079                          SUPERSEDED SURVEY CONTROL
 MM0079
 MM0079.No superseded survey control is available for this station.
 MM0079
 MM0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML000526(NAD 83)
 MM0079_MARKER: DB = BENCH MARK DISK
 MM0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0079_STAMPING: L 119 RESET 1972
 MM0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0079+STABILITY: SURFACE MOTION
 MM0079
 MM0079  HISTORY     - Date     Condition        Report By
 MM0079  HISTORY     - 1972     MONUMENTED       NGS
 MM0079
 MM0079                          STATION DESCRIPTION
 MM0079
 MM0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MM0079'14.1 MI N FROM GOTHENBURG.
 MM0079'14.1 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE
 MM0079'AT GOTHENBURG, IN THE NORTHWEST ANGLE OF A ROAD INTERSECTION,
 MM0079'108 FEET WEST OF THE CENTER OF HIGHWAY 47, 19 FEET NORTH OF THE
 MM0079'CENTER OF A GRADED DIRT ROAD, 2 FEET WEST OF A CORNER FENCE
 MM0079'POST AND 1.5 FEET EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 MM0079'DISK STAMPED L 119 RESET 1972, SET IN THE TOP OF A 12 INCH
 MM0079'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 MM0079'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0013 ***********************************************************************
 LG0013  DESIGNATION -  L 12
 LG0013  PID         -  LG0013
 LG0013  STATE/COUNTY-  NE/OTOE
 LG0013  USGS QUAD   -  SYRACUSE (1966)
 LG0013
 LG0013                         *CURRENT SURVEY CONTROL
 LG0013  ___________________________________________________________________
 LG0013* NAD 83(1986)-  40 37 47.     (N)    096 09 16.     (W)     SCALED    
 LG0013* NAVD 88     -       315.140  (meters)    1033.92   (feet)  ADJUSTED  
 LG0013  ___________________________________________________________________
 LG0013  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 LG0013  DYNAMIC HT  -         314.978 (meters)    1033.39  (feet)  COMP
 LG0013  MODELED GRAV-     980,104.7   (mgal)                       NAVD 88
 LG0013
 LG0013  VERT ORDER  -  FIRST     CLASS II
 LG0013
 LG0013.The horizontal coordinates were scaled from a topographic map and have
 LG0013.an estimated accuracy of +/- 6 seconds.
 LG0013
 LG0013.The orthometric height was determined by differential leveling
 LG0013.and adjusted by the National Geodetic Survey in June 1991..
 LG0013.WARNING-Repeat measurements at this control monument indicate possible
 LG0013.vertical movement.
 LG0013
 LG0013.The geoid height was determined by GEOID03.
 LG0013
 LG0013.The dynamic height is computed by dividing the NAVD 88
 LG0013.geopotential number by the normal gravity value computed on the
 LG0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0013.degrees latitude (g = 980.6199 gals.).
 LG0013
 LG0013.The modeled gravity was interpolated from observed gravity values.
 LG0013
 LG0013;                    North         East    Units  Estimated Accuracy
 LG0013;SPC NE       -    95,660.      825,170.      MT  (+/- 180 meters Scaled)
 LG0013
 LG0013                          SUPERSEDED SURVEY CONTROL
 LG0013
 LG0013  NGVD 29 (??/??/92)  315.025  (m)         1033.54   (f) ADJ UNCH    1 2
 LG0013
 LG0013.Superseded values are not recommended for survey control.
 LG0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0013.See file dsdata.txt to determine how the superseded data were derived.
 LG0013
 LG0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL406015(NAD 83)
 LG0013_MARKER: DB = BENCH MARK DISK
 LG0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0013_STAMPING: 1033.118 L 12 1933
 LG0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0013+STABILITY: SURFACE MOTION
 LG0013
 LG0013  HISTORY     - Date     Condition        Report By
 LG0013  HISTORY     - 1933     MONUMENTED       CGS
 LG0013  HISTORY     - 1940     GOOD             NGS
 LG0013  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0013
 LG0013                          STATION DESCRIPTION
 LG0013
 LG0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0013'2.5 MI SE FROM SYRACUSE.
 LG0013'2.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0013'RAILROAD FROM THE STATION AT SYRACUSE, OTOE COUNTY, 0.3 MILE
 LG0013'EAST OF MILEPOST 25, AT A FARM-ROAD CROSSING, 79 FEET SOUTHWEST
 LG0013'OF THE CENTER OF THE CROSSING, 46.5 FEET SOUTH OF THE CENTERLINE
 LG0013'OF THE TRACK, 29 FEET WEST OF A CONCRETE GATEPOST, 3 FEET NORTHWEST
 LG0013'OF THE RIGHT-OF-WAY FENCE, AND 3 FEET EAST OF A WHITE WOODEN
 LG0013'WITNESS POST.  A STANDARD DISK, STAMPED 1033.118 L 12 1933 AND
 LG0013'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LG0013'GROUND.
 LG0013
 LG0013                          STATION RECOVERY (1991)
 LG0013
 LG0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0013'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0039 ***********************************************************************
 MM0039  DESIGNATION -  L 120
 MM0039  PID         -  MM0039
 MM0039  STATE/COUNTY-  NE/LOGAN
 MM0039  USGS QUAD   -  HOAGLAND (1986)
 MM0039
 MM0039                         *CURRENT SURVEY CONTROL
 MM0039  ___________________________________________________________________
 MM0039* NAD 83(1986)-  41 30 03.     (N)    100 18 34.     (W)     SCALED    
 MM0039* NAVD 88     -       857.777  (meters)    2814.22   (feet)  ADJUSTED  
 MM0039  ___________________________________________________________________
 MM0039  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 MM0039  DYNAMIC HT  -         857.332 (meters)    2812.76  (feet)  COMP
 MM0039  MODELED GRAV-     980,074.5   (mgal)                       NAVD 88
 MM0039
 MM0039  VERT ORDER  -  SECOND    CLASS 0
 MM0039
 MM0039.The horizontal coordinates were scaled from a topographic map and have
 MM0039.an estimated accuracy of +/- 6 seconds.
 MM0039
 MM0039.The orthometric height was determined by differential leveling
 MM0039.and adjusted by the National Geodetic Survey in June 1991..
 MM0039
 MM0039.The geoid height was determined by GEOID03.
 MM0039
 MM0039.The dynamic height is computed by dividing the NAVD 88
 MM0039.geopotential number by the normal gravity value computed on the
 MM0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0039.degrees latitude (g = 980.6199 gals.).
 MM0039
 MM0039.The modeled gravity was interpolated from observed gravity values.
 MM0039
 MM0039;                    North         East    Units  Estimated Accuracy
 MM0039;SPC NE       -   185,180.      474,170.      MT  (+/- 180 meters Scaled)
 MM0039
 MM0039                          SUPERSEDED SURVEY CONTROL
 MM0039
 MM0039  NGVD 29 (??/??/92)  857.514  (m)         2813.36   (f) ADJ UNCH    2 0
 MM0039
 MM0039.Superseded values are not recommended for survey control.
 MM0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0039.See file dsdata.txt to determine how the superseded data were derived.
 MM0039
 MM0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL907951(NAD 83)
 MM0039_MARKER: DB = BENCH MARK DISK
 MM0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0039_STAMPING: L 120 1934
 MM0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0039+STABILITY: SURFACE MOTION
 MM0039
 MM0039  HISTORY     - Date     Condition        Report By
 MM0039  HISTORY     - 1934     MONUMENTED       CGS
 MM0039  HISTORY     - 19851122 MARK NOT FOUND   USPSQD
 MM0039
 MM0039                          STATION DESCRIPTION
 MM0039
 MM0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0039'10.9 MI SE FROM STAPLETON.
 MM0039'ABOUT 10.9 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0039'THE STATION AT STAPLETON, LOGAN COUNTY, ABOUT 0.4 MILE WEST OF
 MM0039'MILEPOST 91, 41 FEET SOUTHEAST OF CATTLE GATE 91.40, AT A ROAD
 MM0039'CROSSING, 35.8 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 31
 MM0039'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK.  A STANDARD
 MM0039'DISK, STAMPED L 120 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0039
 MM0039                          STATION RECOVERY (1985)
 MM0039
 MM0039'RECOVERY NOTE BY US POWER SQUADRON 1985 (UEB)
 MM0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0216 ***********************************************************************
 NN0216  DESIGNATION -  L 121
 NN0216  PID         -  NN0216
 NN0216  STATE/COUNTY-  NE/WHEELER
 NN0216  USGS QUAD   -  GOOSE LAKE (1986)
 NN0216
 NN0216                         *CURRENT SURVEY CONTROL
 NN0216  ___________________________________________________________________
 NN0216* NAD 83(1986)-  42 01 42.     (N)    098 36 24.     (W)     SCALED    
 NN0216* NAVD 88     -       639.357  (meters)    2097.62   (feet)  ADJUSTED  
 NN0216  ___________________________________________________________________
 NN0216  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 NN0216  DYNAMIC HT  -         639.086 (meters)    2096.73  (feet)  COMP
 NN0216  MODELED GRAV-     980,177.0   (mgal)                       NAVD 88
 NN0216
 NN0216  VERT ORDER  -  SECOND    CLASS 0
 NN0216
 NN0216.The horizontal coordinates were scaled from a topographic map and have
 NN0216.an estimated accuracy of +/- 6 seconds.
 NN0216
 NN0216.The orthometric height was determined by differential leveling
 NN0216.and adjusted by the National Geodetic Survey in June 1991..
 NN0216
 NN0216.The geoid height was determined by GEOID03.
 NN0216
 NN0216.The dynamic height is computed by dividing the NAVD 88
 NN0216.geopotential number by the normal gravity value computed on the
 NN0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0216.degrees latitude (g = 980.6199 gals.).
 NN0216
 NN0216.The modeled gravity was interpolated from observed gravity values.
 NN0216
 NN0216;                    North         East    Units  Estimated Accuracy
 NN0216;SPC NE       -   244,630.      615,350.      MT  (+/- 180 meters Scaled)
 NN0216
 NN0216                          SUPERSEDED SURVEY CONTROL
 NN0216
 NN0216  NGVD 29 (??/??/92)  639.128  (m)         2096.87   (f) ADJ UNCH    2 0
 NN0216
 NN0216.Superseded values are not recommended for survey control.
 NN0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0216.See file dsdata.txt to determine how the superseded data were derived.
 NN0216
 NN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM325529(NAD 83)
 NN0216_MARKER: DB = BENCH MARK DISK
 NN0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0216_STAMPING: L 121 1935
 NN0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0216+STABILITY: SURFACE MOTION
 NN0216
 NN0216  HISTORY     - Date     Condition        Report By
 NN0216  HISTORY     - 1935     MONUMENTED       CGS
 NN0216  HISTORY     - 1938     GOOD             NGS
 NN0216  HISTORY     - 1976     MARK NOT FOUND   USGS
 NN0216
 NN0216                          STATION DESCRIPTION
 NN0216
 NN0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0216'11.4 MI N FROM BARTLETT.
 NN0216'11.4 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT
 NN0216'BARTLETT, WHEELER COUNTY, 350 FEET EAST OF A GROUP OF PINE TREES,
 NN0216'63 FEET WEST OF THE CENTER LINE OF A ROAD, 47 FEET SOUTHWEST
 NN0216'OF THE CENTER LINE OF THE HIGHWAY, AND 8 FEET NORTHWEST OF A
 NN0216'FENCE CORNER.  A STANDARD DISK, STAMPED L 121 1935 AND SET IN
 NN0216'THE TOP OF A CONCRETE POST.
 NN0216
 NN0216                          STATION RECOVERY (1938)
 NN0216
 NN0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 NN0216'RECOVERED IN GOOD CONDITION.
 NN0216
 NN0216                          STATION RECOVERY (1976)
 NN0216
 NN0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0731 ***********************************************************************
 ML0731  DESIGNATION -  L 122
 ML0731  PID         -  ML0731
 ML0731  STATE/COUNTY-  NE/BUFFALO
 ML0731  USGS QUAD   -  HAZARD (1978)
 ML0731
 ML0731                         *CURRENT SURVEY CONTROL
 ML0731  ___________________________________________________________________
 ML0731* NAD 83(1986)-  41 02 49.     (N)    099 02 11.     (W)     SCALED    
 ML0731* NAVD 88     -       633.458  (meters)    2078.27   (feet)  ADJUSTED  
 ML0731  ___________________________________________________________________
 ML0731  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 ML0731  DYNAMIC HT  -         633.122 (meters)    2077.17  (feet)  COMP
 ML0731  MODELED GRAV-     980,072.6   (mgal)                       NAVD 88
 ML0731
 ML0731  VERT ORDER  -  SECOND    CLASS 0
 ML0731
 ML0731.The horizontal coordinates were scaled from a topographic map and have
 ML0731.an estimated accuracy of +/- 6 seconds.
 ML0731
 ML0731.The orthometric height was determined by differential leveling
 ML0731.and adjusted by the National Geodetic Survey in June 1991..
 ML0731
 ML0731.The geoid height was determined by GEOID03.
 ML0731
 ML0731.The dynamic height is computed by dividing the NAVD 88
 ML0731.geopotential number by the normal gravity value computed on the
 ML0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0731.degrees latitude (g = 980.6199 gals.).
 ML0731
 ML0731.The modeled gravity was interpolated from observed gravity values.
 ML0731
 ML0731;                    North         East    Units  Estimated Accuracy
 ML0731;SPC NE       -   135,190.      580,990.      MT  (+/- 180 meters Scaled)
 ML0731
 ML0731                          SUPERSEDED SURVEY CONTROL
 ML0731
 ML0731  NGVD 29 (??/??/92)  633.212  (m)         2077.46   (f) ADJ UNCH    2 0
 ML0731
 ML0731.Superseded values are not recommended for survey control.
 ML0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0731.See file dsdata.txt to determine how the superseded data were derived.
 ML0731
 ML0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML969439(NAD 83)
 ML0731_MARKER: DB = BENCH MARK DISK
 ML0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0731_STAMPING: L 122 1935
 ML0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0731+STABILITY: SURFACE MOTION
 ML0731
 ML0731  HISTORY     - Date     Condition        Report By
 ML0731  HISTORY     - 1935     MONUMENTED       CGS
 ML0731  HISTORY     - 1949     GOOD             NGS
 ML0731  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0731
 ML0731                          STATION DESCRIPTION
 ML0731
 ML0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0731'1.6 MI NW FROM SWEETWATER.
 ML0731'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 ML0731'AT SWEETWATER, THENCE 1.15 MILES WEST ALONG STATE HIGHWAYS
 ML0731'10 AND 45, 0.2 MILE EAST OF A WOODEN BRIDGE, 31 FEET SOUTH OF
 ML0731'THE CENTER LINE OF THE HIGHWAY, 12.0 FEET EAST OF A NORTH AND
 ML0731'SOUTH FENCE, 10.7 FEET WEST OF A TELEPHONE POLE, 1.2 FEET WEST
 ML0731'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0731'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 ML0731
 ML0731                          STATION RECOVERY (1995)
 ML0731
 ML0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0731'SEARCHED FOR BUT DID NOT LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0350 ***********************************************************************
 ML0350  DESIGNATION -  L 125
 ML0350  PID         -  ML0350
 ML0350  STATE/COUNTY-  NE/GREELEY
 ML0350  USGS QUAD   -  SCOTIA (1953)
 ML0350
 ML0350                         *CURRENT SURVEY CONTROL
 ML0350  ___________________________________________________________________
 ML0350* NAD 83(1986)-  41 27 19.     (N)    098 43 02.     (W)     SCALED    
 ML0350* NAVD 88     -       581.203  (meters)    1906.83   (feet)  ADJUSTED  
 ML0350  ___________________________________________________________________
 ML0350  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 ML0350  DYNAMIC HT  -         580.914 (meters)    1905.88  (feet)  COMP
 ML0350  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 ML0350
 ML0350  VERT ORDER  -  SECOND    CLASS 0
 ML0350
 ML0350.The horizontal coordinates were scaled from a topographic map and have
 ML0350.an estimated accuracy of +/- 6 seconds.
 ML0350
 ML0350.The orthometric height was determined by differential leveling
 ML0350.and adjusted by the National Geodetic Survey in June 1991..
 ML0350
 ML0350.The geoid height was determined by GEOID03.
 ML0350
 ML0350.The dynamic height is computed by dividing the NAVD 88
 ML0350.geopotential number by the normal gravity value computed on the
 ML0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0350.degrees latitude (g = 980.6199 gals.).
 ML0350
 ML0350.The modeled gravity was interpolated from observed gravity values.
 ML0350
 ML0350;                    North         East    Units  Estimated Accuracy
 ML0350;SPC NE       -   180,870.      607,140.      MT  (+/- 180 meters Scaled)
 ML0350
 ML0350                          SUPERSEDED SURVEY CONTROL
 ML0350
 ML0350  NGVD 29 (??/??/92)  580.956  (m)         1906.02   (f) ADJ UNCH    2 0
 ML0350
 ML0350.Superseded values are not recommended for survey control.
 ML0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0350.See file dsdata.txt to determine how the superseded data were derived.
 ML0350
 ML0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL236893(NAD 83)
 ML0350_MARKER: DB = BENCH MARK DISK
 ML0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0350_STAMPING: L-125 1935
 ML0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0350+STABILITY: SURFACE MOTION
 ML0350
 ML0350  HISTORY     - Date     Condition        Report By
 ML0350  HISTORY     - 1935     MONUMENTED       CGS
 ML0350
 ML0350                          STATION DESCRIPTION
 ML0350
 ML0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0350'3.9 MI S FROM NORTH LOUP.
 ML0350'3.9 MILES SOUTH OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC RAILROAD
 ML0350'BETWEEN ST. PAUL AND ORD, ABOUT 1000 FEET WEST OF RAILROAD BRIDGE
 ML0350'OVER THE LOUP RIVER, ABOUT 1050 FEET NORTHWEST OF WATER TANK AT
 ML0350'SCOTIA JUNCTION, AT PLACE WHERE IMPROVED COUNTY ROAD CROSSES
 ML0350'RAILROAD, 61.4 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 ML0350'11, 44.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 27.6 FEET SOUTH
 ML0350'OF THE CENTER LINE OF COUNTY ROAD, AT APPROXIMATE RAILROAD MILEAGE
 ML0350'44.98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0448 ***********************************************************************
 NN0448  DESIGNATION -  L 126
 NN0448  PID         -  NN0448
 NN0448  STATE/COUNTY-  NE/GARFIELD
 NN0448  USGS QUAD   -  ABBOTT RANCH (1981)
 NN0448
 NN0448                         *CURRENT SURVEY CONTROL
 NN0448  ___________________________________________________________________
 NN0448* NAD 83(1986)-  42 00 37.     (N)    099 04 48.     (W)     SCALED    
 NN0448* NAVD 88     -       712.752  (meters)    2338.42   (feet)  ADJUSTED  
 NN0448  ___________________________________________________________________
 NN0448  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 NN0448  DYNAMIC HT  -         712.434 (meters)    2337.38  (feet)  COMP
 NN0448  MODELED GRAV-     980,151.9   (mgal)                       NAVD 88
 NN0448
 NN0448  VERT ORDER  -  SECOND    CLASS 0
 NN0448
 NN0448.The horizontal coordinates were scaled from a topographic map and have
 NN0448.an estimated accuracy of +/- 6 seconds.
 NN0448
 NN0448.The orthometric height was determined by differential leveling
 NN0448.and adjusted by the National Geodetic Survey in June 1991..
 NN0448
 NN0448.The geoid height was determined by GEOID03.
 NN0448
 NN0448.The dynamic height is computed by dividing the NAVD 88
 NN0448.geopotential number by the normal gravity value computed on the
 NN0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0448.degrees latitude (g = 980.6199 gals.).
 NN0448
 NN0448.The modeled gravity was interpolated from observed gravity values.
 NN0448
 NN0448;                    North         East    Units  Estimated Accuracy
 NN0448;SPC NE       -   242,110.      576,190.      MT  (+/- 180 meters Scaled)
 NN0448
 NN0448                          SUPERSEDED SURVEY CONTROL
 NN0448
 NN0448  NGVD 29 (??/??/92)  712.500  (m)         2337.59   (f) ADJ UNCH    2 0
 NN0448
 NN0448.Superseded values are not recommended for survey control.
 NN0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0448.See file dsdata.txt to determine how the superseded data were derived.
 NN0448
 NN0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM933509(NAD 83)
 NN0448_MARKER: DB = BENCH MARK DISK
 NN0448_SETTING: 0 = UNSPECIFIED SETTING
 NN0448_STAMPING: L 126 1935
 NN0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0448
 NN0448  HISTORY     - Date     Condition        Report By
 NN0448  HISTORY     - 1935     MONUMENTED       CGS
 NN0448  HISTORY     - 1964     GOOD             NGS
 NN0448
 NN0448                          STATION DESCRIPTION
 NN0448
 NN0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NN0448'16.5 MI N FROM BURWELL.
 NN0448'1.1 MILES NORTH AND EAST ALONG STATE HIGHWAYS 11 AND 91 FROM THE
 NN0448'BRIDGE OVER THE LOUP RIVER AT THE NORTHEAST EDGE OF BURWELL,
 NN0448'GARFIELD COUNTY, TO THEIR JUNCTION, THENCE 16.5 MILES NORTH ALONG
 NN0448'NEW STATE HIGHWAY 11.  THIS BENCH MARK IS ABOUT 1/4 MILE WEST
 NN0448'FROM THE NEW HIGHWAY AT THIS POINT, AND THE MARK IS 63 FEET WEST
 NN0448'OF THE CENTERLINE OF GRAVEL ROAD (OLD HIGHWAY), AND 1 FOOT EAST
 NN0448'OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 NN0448'DISK IS STAMPED L 126 1935.  NOTE-- THIS MARK WILL REMAIN ALONG
 NN0448'THE OLD HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0203 ***********************************************************************
 NN0203  DESIGNATION -  L 127
 NN0203  PID         -  NN0203
 NN0203  STATE/COUNTY-  NE/HOLT
 NN0203  USGS QUAD   -  O'NEILL (1986)
 NN0203
 NN0203                         *CURRENT SURVEY CONTROL
 NN0203  ___________________________________________________________________
 NN0203* NAD 83(1986)-  42 27 50.     (N)    098 44 08.     (W)     SCALED    
 NN0203* NAVD 88     -       610.183  (meters)    2001.91   (feet)  ADJUSTED  
 NN0203  ___________________________________________________________________
 NN0203  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 NN0203  DYNAMIC HT  -         609.947 (meters)    2001.13  (feet)  COMP
 NN0203  MODELED GRAV-     980,214.4   (mgal)                       NAVD 88
 NN0203
 NN0203  VERT ORDER  -  FIRST     CLASS II
 NN0203
 NN0203.The horizontal coordinates were scaled from a topographic map and have
 NN0203.an estimated accuracy of +/- 6 seconds.
 NN0203
 NN0203.The orthometric height was determined by differential leveling
 NN0203.and adjusted by the National Geodetic Survey in June 1991..
 NN0203
 NN0203.The geoid height was determined by GEOID03.
 NN0203
 NN0203.The dynamic height is computed by dividing the NAVD 88
 NN0203.geopotential number by the normal gravity value computed on the
 NN0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0203.degrees latitude (g = 980.6199 gals.).
 NN0203
 NN0203.The modeled gravity was interpolated from observed gravity values.
 NN0203
 NN0203;                    North         East    Units  Estimated Accuracy
 NN0203;SPC NE       -   292,830.      603,970.      MT  (+/- 180 meters Scaled)
 NN0203
 NN0203                          SUPERSEDED SURVEY CONTROL
 NN0203
 NN0203  NGVD 29 (??/??/92)  609.975  (m)         2001.23   (f) ADJ UNCH    1 2
 NN0203
 NN0203.Superseded values are not recommended for survey control.
 NN0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0203.See file dsdata.txt to determine how the superseded data were derived.
 NN0203
 NN0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN217013(NAD 83)
 NN0203_MARKER: DB = BENCH MARK DISK
 NN0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0203_STAMPING: L 127 1935
 NN0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0203+STABILITY: SURFACE MOTION
 NN0203
 NN0203  HISTORY     - Date     Condition        Report By
 NN0203  HISTORY     - 1935     MONUMENTED       CGS
 NN0203  HISTORY     - 1946     GOOD             NGS
 NN0203
 NN0203                          STATION DESCRIPTION
 NN0203
 NN0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0203'3.5 MI W FROM EMMET.
 NN0203'3.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0203'THE STATION AT EMMET, HOLT COUNTY, 5-1/2 RAILS WEST OF BRIDGE
 NN0203'307, 56.4 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 45.3
 NN0203'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 2.5 FEET
 NN0203'EAST OF THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED
 NN0203'L 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1311 ***********************************************************************
 NM1311  DESIGNATION -  L 128
 NM1311  PID         -  NM1311
 NM1311  STATE/COUNTY-  NE/ANTELOPE
 NM1311  USGS QUAD   -  OAKDALE (1963)
 NM1311
 NM1311                         *CURRENT SURVEY CONTROL
 NM1311  ___________________________________________________________________
 NM1311* NAD 83(1986)-  42 04 10.     (N)    097 57 34.     (W)     SCALED    
 NM1311* NAVD 88     -       520.552  (meters)    1707.84   (feet)  ADJUSTED  
 NM1311  ___________________________________________________________________
 NM1311  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 NM1311  DYNAMIC HT  -         520.344 (meters)    1707.16  (feet)  COMP
 NM1311  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 NM1311
 NM1311  VERT ORDER  -  SECOND    CLASS 0
 NM1311
 NM1311.The horizontal coordinates were scaled from a topographic map and have
 NM1311.an estimated accuracy of +/- 6 seconds.
 NM1311
 NM1311.The orthometric height was determined by differential leveling
 NM1311.and adjusted by the National Geodetic Survey in June 1991..
 NM1311.WARNING-Repeat measurements at this control monument indicate possible
 NM1311.vertical movement.
 NM1311
 NM1311.The geoid height was determined by GEOID03.
 NM1311
 NM1311.The dynamic height is computed by dividing the NAVD 88
 NM1311.geopotential number by the normal gravity value computed on the
 NM1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1311.degrees latitude (g = 980.6199 gals.).
 NM1311
 NM1311.The modeled gravity was interpolated from observed gravity values.
 NM1311
 NM1311;                    North         East    Units  Estimated Accuracy
 NM1311;SPC NE       -   250,260.      668,810.      MT  (+/- 180 meters Scaled)
 NM1311
 NM1311                          SUPERSEDED SURVEY CONTROL
 NM1311
 NM1311  NGVD 29 (??/??/92)  520.348  (m)         1707.18   (f) ADJ UNCH    2 0
 NM1311
 NM1311.Superseded values are not recommended for survey control.
 NM1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1311.See file dsdata.txt to determine how the superseded data were derived.
 NM1311
 NM1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM860580(NAD 83)
 NM1311_MARKER: DB = BENCH MARK DISK
 NM1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1311_STAMPING: L 128 1935
 NM1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1311+STABILITY: SURFACE MOTION
 NM1311
 NM1311  HISTORY     - Date     Condition        Report By
 NM1311  HISTORY     - 1935     MONUMENTED       CGS
 NM1311  HISTORY     - 1950     GOOD             NGS
 NM1311  HISTORY     - 1981     GOOD             LOCSUR
 NM1311
 NM1311                          STATION DESCRIPTION
 NM1311
 NM1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 NM1311'0.3 MI SE FROM OAKDALE.
 NM1311'0.3 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NM1311'FROM THE STATION AT OAKDALE, 123 FEET SOUTH OF THE CENTER LINE OF
 NM1311'U.S. HIGHWAY 279, 51 FEET NORTH OF THE CENTER LINE-OF AN EAST AND
 NM1311'WEST ROAD, 32.9 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 NM1311'AT A ROAD CROSSING, 42 FEET WEST OF THE FIRST TELEPHONE POLE WEST
 NM1311'OF THE CROSSING, 1.3 FEET EAST OF A WITNESS POST, SET IN THE
 NM1311'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 NM1311
 NM1311                          STATION RECOVERY (1981)
 NM1311
 NM1311'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NM1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0350 ***********************************************************************
 NO0350  DESIGNATION -  L 130
 NO0350  PID         -  NO0350
 NO0350  STATE/COUNTY-  NE/CHERRY
 NO0350  USGS QUAD   -  MERRIMAN SW (1990)
 NO0350
 NO0350                         *CURRENT SURVEY CONTROL
 NO0350  ___________________________________________________________________
 NO0350* NAD 83(1986)-  42 49 29.     (N)    101 41 49.     (W)     SCALED    
 NO0350* NAVD 88     -       978.753  (meters)    3211.13   (feet)  ADJUSTED  
 NO0350  ___________________________________________________________________
 NO0350  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 NO0350  DYNAMIC HT  -         978.310 (meters)    3209.67  (feet)  COMP
 NO0350  MODELED GRAV-     980,134.2   (mgal)                       NAVD 88
 NO0350
 NO0350  VERT ORDER  -  SECOND    CLASS 0
 NO0350
 NO0350.The horizontal coordinates were scaled from a topographic map and have
 NO0350.an estimated accuracy of +/- 6 seconds.
 NO0350
 NO0350.The orthometric height was determined by differential leveling
 NO0350.and adjusted by the National Geodetic Survey in June 1991..
 NO0350
 NO0350.The geoid height was determined by GEOID03.
 NO0350
 NO0350.The dynamic height is computed by dividing the NAVD 88
 NO0350.geopotential number by the normal gravity value computed on the
 NO0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0350.degrees latitude (g = 980.6199 gals.).
 NO0350
 NO0350.The modeled gravity was interpolated from observed gravity values.
 NO0350
 NO0350;                    North         East    Units  Estimated Accuracy
 NO0350;SPC NE       -   333,510.      361,260.      MT  (+/- 180 meters Scaled)
 NO0350
 NO0350                          SUPERSEDED SURVEY CONTROL
 NO0350
 NO0350  NGVD 29 (??/??/92)  978.329  (m)         3209.73   (f) ADJ UNCH    2 0
 NO0350
 NO0350.Superseded values are not recommended for survey control.
 NO0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0350.See file dsdata.txt to determine how the superseded data were derived.
 NO0350
 NO0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN795448(NAD 83)
 NO0350_MARKER: DB = BENCH MARK DISK
 NO0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0350_STAMPING: L 130 1934
 NO0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0350+STABILITY: SURFACE MOTION
 NO0350
 NO0350  HISTORY     - Date     Condition        Report By
 NO0350  HISTORY     - 1934     MONUMENTED       CGS
 NO0350  HISTORY     - 1948     MARK NOT FOUND   NGS
 NO0350
 NO0350                          STATION DESCRIPTION
 NO0350
 NO0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0350'7.8 MI S FROM MERRIMAN.
 NO0350'7.8 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0350'COUNTY, 0.5 MILE NORTH OF NIOBRARA RIVER, AT THE TOP OF A BLUFF,
 NO0350'AT THE CORNER WHERE THE OLD ROAD TURNS WEST TO MATSON BRIDGE,
 NO0350'98 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH
 NO0350'OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED L 130 1934
 NO0350'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0865 ***********************************************************************
 MK0865  DESIGNATION -  L 130
 MK0865  PID         -  MK0865
 MK0865  STATE/COUNTY-  NE/COLFAX
 MK0865  USGS QUAD   -  ROGERS (1968)
 MK0865
 MK0865                         *CURRENT SURVEY CONTROL
 MK0865  ___________________________________________________________________
 MK0865* NAD 83(1986)-  41 27 31.     (N)    096 56 45.     (W)     SCALED    
 MK0865* NAVD 88     -       401.912  (meters)    1318.61   (feet)  ADJUSTED  
 MK0865  ___________________________________________________________________
 MK0865  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 MK0865  DYNAMIC HT  -         401.740 (meters)    1318.04  (feet)  COMP
 MK0865  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 MK0865
 MK0865  VERT ORDER  -  SECOND    CLASS 0
 MK0865
 MK0865.The horizontal coordinates were scaled from a topographic map and have
 MK0865.an estimated accuracy of +/- 6 seconds.
 MK0865
 MK0865.The orthometric height was determined by differential leveling
 MK0865.and adjusted by the National Geodetic Survey in June 1991..
 MK0865
 MK0865.The geoid height was determined by GEOID03.
 MK0865
 MK0865.The dynamic height is computed by dividing the NAVD 88
 MK0865.geopotential number by the normal gravity value computed on the
 MK0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0865.degrees latitude (g = 980.6199 gals.).
 MK0865
 MK0865.The modeled gravity was interpolated from observed gravity values.
 MK0865
 MK0865;                    North         East    Units  Estimated Accuracy
 MK0865;SPC NE       -   184,950.      755,030.      MT  (+/- 180 meters Scaled)
 MK0865
 MK0865                          SUPERSEDED SURVEY CONTROL
 MK0865
 MK0865  NGVD 29 (??/??/92)  401.751  (m)         1318.08   (f) ADJ UNCH    2 0
 MK0865
 MK0865.Superseded values are not recommended for survey control.
 MK0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0865.See file dsdata.txt to determine how the superseded data were derived.
 MK0865
 MK0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL715917(NAD 83)
 MK0865_MARKER: DB = BENCH MARK DISK
 MK0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0865_STAMPING: L 130 1935
 MK0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0865+STABILITY: SURFACE MOTION
 MK0865
 MK0865  HISTORY     - Date     Condition        Report By
 MK0865  HISTORY     - 1935     MONUMENTED       CGS
 MK0865  HISTORY     - 1966     MARK NOT FOUND   NGS
 MK0865
 MK0865                          STATION DESCRIPTION
 MK0865
 MK0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0865'1.5 MI W FROM ROGERS.
 MK0865'1.5 MILES WEST OF UNION PACIFIC DEPOT BY RAIL.  ALONG THE UNION
 MK0865'PACIFIC RAILROAD BETWEEN COLUMBUS AND FREEMONT, NEBRASKA, 91.0
 MK0865'FEET NORTH OF MILE POST 63.  45.6 FEET NORTH OF NORTH RAIL OF
 MK0865'MAIN TRACK, AND 1.6 FEET SOUTH OF FENCE.
 MK0865
 MK0865                          STATION RECOVERY (1966)
 MK0865
 MK0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MK0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0508 ***********************************************************************
 MK0508  DESIGNATION -  L 131
 MK0508  PID         -  MK0508
 MK0508  STATE/COUNTY-  NE/WASHINGTON
 MK0508  USGS QUAD   -  KENNARD (1968)
 MK0508
 MK0508                         *CURRENT SURVEY CONTROL
 MK0508  ___________________________________________________________________
 MK0508* NAD 83(1986)-  41 29 40.     (N)    096 10 27.     (W)     SCALED    
 MK0508* NAVD 88     -       362.455  (meters)    1189.15   (feet)  ADJUSTED  
 MK0508  ___________________________________________________________________
 MK0508  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 MK0508  DYNAMIC HT  -         362.281 (meters)    1188.58  (feet)  COMP
 MK0508  MODELED GRAV-     980,135.0   (mgal)                       NAVD 88
 MK0508
 MK0508  VERT ORDER  -  SECOND    CLASS 0
 MK0508
 MK0508.The horizontal coordinates were scaled from a topographic map and have
 MK0508.an estimated accuracy of +/- 6 seconds.
 MK0508
 MK0508.The orthometric height was determined by differential leveling
 MK0508.and adjusted by the National Geodetic Survey in June 1991..
 MK0508
 MK0508.The geoid height was determined by GEOID03.
 MK0508
 MK0508.The dynamic height is computed by dividing the NAVD 88
 MK0508.geopotential number by the normal gravity value computed on the
 MK0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0508.degrees latitude (g = 980.6199 gals.).
 MK0508
 MK0508.The modeled gravity was interpolated from observed gravity values.
 MK0508
 MK0508;                    North         East    Units  Estimated Accuracy
 MK0508;SPC NE       -   191,490.      819,260.      MT  (+/- 180 meters Scaled)
 MK0508
 MK0508                          SUPERSEDED SURVEY CONTROL
 MK0508
 MK0508  NGVD 29 (??/??/92)  362.302  (m)         1188.65   (f) ADJ UNCH    2 0
 MK0508
 MK0508.Superseded values are not recommended for survey control.
 MK0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0508.See file dsdata.txt to determine how the superseded data were derived.
 MK0508
 MK0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL358975(NAD 83)
 MK0508_MARKER: DB = BENCH MARK DISK
 MK0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0508_STAMPING: L 131 1935
 MK0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0508+STABILITY: SURFACE MOTION
 MK0508
 MK0508  HISTORY     - Date     Condition        Report By
 MK0508  HISTORY     - 1935     MONUMENTED       CGS
 MK0508  HISTORY     - 1947     GOOD             NGS
 MK0508
 MK0508                          STATION DESCRIPTION
 MK0508
 MK0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0508'2.1 MI NE FROM KENNARD.
 MK0508'2.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 MK0508'FROM THE STATION AT KENNARD.  THE MARK IS 3 POLES SOUTH OF
 MK0508'MILEPOST 18, 37 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 MK0508'ROAD, 36 FEET EAST OF THE CENTER LINE OF THE TRACK AND LEVEL
 MK0508'WITH IT, 35 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 MK0508'15 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A 4 X 4 MARKER
 MK0508'POST, AND AT A ROAD CROSSING.  A BRONZE DISK SET IN THE TOP OF
 MK0508'A CONCRETE POST AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 MK0508'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1113 ***********************************************************************
 MK1113  DESIGNATION -  L 132
 MK1113  PID         -  MK1113
 MK1113  STATE/COUNTY-  NE/DODGE
 MK1113  USGS QUAD   -  HOOPER (1966)
 MK1113
 MK1113                         *CURRENT SURVEY CONTROL
 MK1113  ___________________________________________________________________
 MK1113* NAD 83(1986)-  41 36 03.     (N)    096 30 29.     (W)     SCALED    
 MK1113* NAVD 88     -       372.235  (meters)    1221.24   (feet)  ADJUSTED  
 MK1113  ___________________________________________________________________
 MK1113  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 MK1113  DYNAMIC HT  -         372.087 (meters)    1220.76  (feet)  COMP
 MK1113  MODELED GRAV-     980,215.0   (mgal)                       NAVD 88
 MK1113
 MK1113  VERT ORDER  -  SECOND    CLASS 0
 MK1113
 MK1113.The horizontal coordinates were scaled from a topographic map and have
 MK1113.an estimated accuracy of +/- 6 seconds.
 MK1113
 MK1113.The orthometric height was determined by differential leveling
 MK1113.and adjusted by the National Geodetic Survey in June 1991..
 MK1113
 MK1113.The geoid height was determined by GEOID03.
 MK1113
 MK1113.The dynamic height is computed by dividing the NAVD 88
 MK1113.geopotential number by the normal gravity value computed on the
 MK1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1113.degrees latitude (g = 980.6199 gals.).
 MK1113
 MK1113.The modeled gravity was interpolated from observed gravity values.
 MK1113
 MK1113;                    North         East    Units  Estimated Accuracy
 MK1113;SPC NE       -   202,110.      790,930.      MT  (+/- 180 meters Scaled)
 MK1113
 MK1113                          SUPERSEDED SURVEY CONTROL
 MK1113
 MK1113  NGVD 29 (??/??/92)  372.099  (m)         1220.79   (f) ADJ UNCH    2 0
 MK1113
 MK1113.Superseded values are not recommended for survey control.
 MK1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1113.See file dsdata.txt to determine how the superseded data were derived.
 MK1113
 MK1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM076084(NAD 83)
 MK1113_MARKER: DB = BENCH MARK DISK
 MK1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1113_STAMPING: L-132 1935
 MK1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1113+STABILITY: SURFACE MOTION
 MK1113
 MK1113  HISTORY     - Date     Condition        Report By
 MK1113  HISTORY     - 1935     MONUMENTED       CGS
 MK1113  HISTORY     - 1938     GOOD             NGS
 MK1113
 MK1113                          STATION DESCRIPTION
 MK1113
 MK1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MK1113'2.2 MI E FROM HOOPER.
 MK1113'ALONG THE CHICAGO, NORTH WESTERN RY. BETWEEN HOOPER AND FREMONT,
 MK1113'114.4 FEET NORTH OF MILE POST 14.4, 42 FEET NORTH OF CENTERLINE
 MK1113'OF STATE HWY. 91.  39 FEET SOUTH OF THE SOUTH RAIL, 9 FEET
 MK1113'NORTH OF FENCE, AT THE WEST EDGE OF A SMALL HILL.  A STANDARD
 MK1113'TABLET SET IN TOP OF A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1280 ***********************************************************************
 MK1280  DESIGNATION -  L 134
 MK1280  PID         -  MK1280
 MK1280  STATE/COUNTY-  NE/BUTLER
 MK1280  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1280
 MK1280                         *CURRENT SURVEY CONTROL
 MK1280  ___________________________________________________________________
 MK1280* NAD 83(1986)-  41 18 11.     (N)    097 10 46.     (W)     SCALED    
 MK1280* NAVD 88     -       491.760  (meters)    1613.38   (feet)  ADJUSTED  
 MK1280  ___________________________________________________________________
 MK1280  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 MK1280  DYNAMIC HT  -         491.536 (meters)    1612.65  (feet)  COMP
 MK1280  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 MK1280
 MK1280  VERT ORDER  -  SECOND    CLASS 0
 MK1280
 MK1280.The horizontal coordinates were scaled from a topographic map and have
 MK1280.an estimated accuracy of +/- 6 seconds.
 MK1280
 MK1280.The orthometric height was determined by differential leveling
 MK1280.and adjusted by the National Geodetic Survey in June 1991..
 MK1280
 MK1280.The geoid height was determined by GEOID03.
 MK1280
 MK1280.The dynamic height is computed by dividing the NAVD 88
 MK1280.geopotential number by the normal gravity value computed on the
 MK1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1280.degrees latitude (g = 980.6199 gals.).
 MK1280
 MK1280.The modeled gravity was interpolated from observed gravity values.
 MK1280
 MK1280;                    North         East    Units  Estimated Accuracy
 MK1280;SPC NE       -   167,030.      736,100.      MT  (+/- 180 meters Scaled)
 MK1280
 MK1280                          SUPERSEDED SURVEY CONTROL
 MK1280
 MK1280  NGVD 29 (??/??/92)  491.585  (m)         1612.81   (f) ADJ UNCH    2 0
 MK1280
 MK1280.Superseded values are not recommended for survey control.
 MK1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1280.See file dsdata.txt to determine how the superseded data were derived.
 MK1280
 MK1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL524739(NAD 83)
 MK1280_MARKER: DB = BENCH MARK DISK
 MK1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1280_STAMPING: L 134 1935
 MK1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1280+STABILITY: SURFACE MOTION
 MK1280
 MK1280  HISTORY     - Date     Condition        Report By
 MK1280  HISTORY     - 1935     MONUMENTED       CGS
 MK1280
 MK1280                          STATION DESCRIPTION
 MK1280
 MK1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1280'4.4 MI N FROM DAVID CITY.
 MK1280'ALONG THE CHICAGO BURLINGTON AND QUINCY RAILROAD BETWEEN DAVID
 MK1280'CITY AND COLUMBUS, NEBRASKA, 58 FEET SOUTHWEST OF MILE POST 57.
 MK1280'36 FEET SOUTHWEST OF SOUTHWEST RAIL, AND 26 FEET EAST OF CENTER
 MK1280'LINE OF CROSS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0684 ***********************************************************************
 LG0684  DESIGNATION -  L 135
 LG0684  PID         -  LG0684
 LG0684  STATE/COUNTY-  NE/YORK
 LG0684  USGS QUAD   -  YORK SOUTH (1969)
 LG0684
 LG0684                         *CURRENT SURVEY CONTROL
 LG0684  ___________________________________________________________________
 LG0684* NAD 83(1986)-  40 51 38.     (N)    097 35 54.     (W)     SCALED    
 LG0684* NAVD 88     -       488.601  (meters)    1603.02   (feet)  ADJUSTED  
 LG0684  ___________________________________________________________________
 LG0684  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 LG0684  DYNAMIC HT  -         488.344 (meters)    1602.18  (feet)  COMP
 LG0684  MODELED GRAV-     980,082.0   (mgal)                       NAVD 88
 LG0684
 LG0684  VERT ORDER  -  SECOND    CLASS 0
 LG0684
 LG0684.The horizontal coordinates were scaled from a topographic map and have
 LG0684.an estimated accuracy of +/- 6 seconds.
 LG0684
 LG0684.The orthometric height was determined by differential leveling
 LG0684.and adjusted by the National Geodetic Survey in June 1991..
 LG0684
 LG0684.The geoid height was determined by GEOID03.
 LG0684
 LG0684.The dynamic height is computed by dividing the NAVD 88
 LG0684.geopotential number by the normal gravity value computed on the
 LG0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0684.degrees latitude (g = 980.6199 gals.).
 LG0684
 LG0684.The modeled gravity was interpolated from observed gravity values.
 LG0684
 LG0684;                    North         East    Units  Estimated Accuracy
 LG0684;SPC NE       -   116,860.      702,410.      MT  (+/- 180 meters Scaled)
 LG0684
 LG0684                          SUPERSEDED SURVEY CONTROL
 LG0684
 LG0684  NGVD 29 (??/??/92)  488.404  (m)         1602.37   (f) ADJ UNCH    2 0
 LG0684
 LG0684.Superseded values are not recommended for survey control.
 LG0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0684.See file dsdata.txt to determine how the superseded data were derived.
 LG0684
 LG0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL181242(NAD 83)
 LG0684_MARKER: DB = BENCH MARK DISK
 LG0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0684_STAMPING: L 135 1935
 LG0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0684+STABILITY: SURFACE MOTION
 LG0684
 LG0684  HISTORY     - Date     Condition        Report By
 LG0684  HISTORY     - 1935     MONUMENTED       CGS
 LG0684  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0684
 LG0684                          STATION DESCRIPTION
 LG0684
 LG0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0684'0.7 MI S FROM YORK.
 LG0684'0.7 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0684'FROM THE STATION AT YORK, YORK COUNTY, 462 FEET SOUTH OF RAILROAD
 LG0684'BRIDGE 134.42, AT A ROAD CROSSING, 78.4 FEET SOUTHWEST OF THE
 LG0684'CENTER OF THE CROSSING, AND 29.5 FEET WEST OF THE WEST RAIL.  A
 LG0684'STANDARD DISK, STAMPED L 135 1935 AND SET IN THE TOP OF A
 LG0684'CONCRETE POST.
 LG0684
 LG0684                          STATION RECOVERY (1967)
 LG0684
 LG0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0140 ***********************************************************************
 ML0140  DESIGNATION -  L 136
 ML0140  PID         -  ML0140
 ML0140  STATE/COUNTY-  NE/MERRICK
 ML0140  USGS QUAD   -  CENTRAL CITY WEST (1983)
 ML0140
 ML0140                         *CURRENT SURVEY CONTROL
 ML0140  ___________________________________________________________________
 ML0140* NAD 83(1986)-  41 06 52.     (N)    098 00 10.     (W)     SCALED    
 ML0140* NAVD 88     -       518.589  (meters)    1701.40   (feet)  ADJUSTED  
 ML0140  ___________________________________________________________________
 ML0140  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 ML0140  DYNAMIC HT  -         518.331 (meters)    1700.56  (feet)  COMP
 ML0140  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 ML0140
 ML0140  VERT ORDER  -  FIRST     CLASS II
 ML0140
 ML0140.The horizontal coordinates were scaled from a topographic map and have
 ML0140.an estimated accuracy of +/- 6 seconds.
 ML0140
 ML0140.The orthometric height was determined by differential leveling
 ML0140.and adjusted by the National Geodetic Survey in June 1991..
 ML0140
 ML0140.The geoid height was determined by GEOID03.
 ML0140
 ML0140.The dynamic height is computed by dividing the NAVD 88
 ML0140.geopotential number by the normal gravity value computed on the
 ML0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0140.degrees latitude (g = 980.6199 gals.).
 ML0140
 ML0140.The modeled gravity was interpolated from observed gravity values.
 ML0140
 ML0140;                    North         East    Units  Estimated Accuracy
 ML0140;SPC NE       -   144,170.      667,680.      MT  (+/- 180 meters Scaled)
 ML0140
 ML0140                          SUPERSEDED SURVEY CONTROL
 ML0140
 ML0140  NGVD 29 (??/??/92)  518.369  (m)         1700.68   (f) ADJ UNCH    1 2
 ML0140
 ML0140.Superseded values are not recommended for survey control.
 ML0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0140.See file dsdata.txt to determine how the superseded data were derived.
 ML0140
 ML0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL837519(NAD 83)
 ML0140_MARKER: DB = BENCH MARK DISK
 ML0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0140_SP_SET: STEP
 ML0140_STAMPING: L 136 1935
 ML0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0140
 ML0140  HISTORY     - Date     Condition        Report By
 ML0140  HISTORY     - 1935     MONUMENTED       CGS
 ML0140  HISTORY     - 1940     GOOD             NGS
 ML0140
 ML0140                          STATION DESCRIPTION
 ML0140
 ML0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 ML0140'AT CENTRAL CITY.
 ML0140'BENCH MARK IS IN POST OFFICE BUILDING, 9.0 FEET EAST OF
 ML0140'CENTERLINE OF MAIN ENTRANCE, 1.0 FOOT NORTH OF NORTH WALL AT
 ML0140'EAST END OF TOP LANDING, BM IS SET FLUSH AND HORIZONTALLY
 ML0140'IN TOP OF EAST END OF LANDING AT TOP OF STEPS.  NO 4 X 4
 ML0140'INCH WOODEN POST WAS SET BECAUSE POST OFFICE SERVES AS
 ML0140'LANDMARK.  THIS DESCRIPTION SUPERSEDES ALL OTHERS.  STD. DISK
 ML0140'BM IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1312 ***********************************************************************
 MK1312  DESIGNATION -  L 137
 MK1312  PID         -  MK1312
 MK1312  STATE/COUNTY-  NE/YORK
 MK1312  USGS QUAD   -  GRESHAM (1965)
 MK1312
 MK1312                         *CURRENT SURVEY CONTROL
 MK1312  ___________________________________________________________________
 MK1312* NAD 83(1986)-  41 02 48.     (N)    097 22 47.     (W)     SCALED    
 MK1312* NAVD 88     -       497.182  (meters)    1631.17   (feet)  ADJUSTED  
 MK1312  ___________________________________________________________________
 MK1312  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 MK1312  DYNAMIC HT  -         496.928 (meters)    1630.34  (feet)  COMP
 MK1312  MODELED GRAV-     980,099.4   (mgal)                       NAVD 88
 MK1312
 MK1312  VERT ORDER  -  SECOND    CLASS 0
 MK1312
 MK1312.The horizontal coordinates were scaled from a topographic map and have
 MK1312.an estimated accuracy of +/- 6 seconds.
 MK1312
 MK1312.The orthometric height was determined by differential leveling
 MK1312.and adjusted by the National Geodetic Survey in June 1991..
 MK1312
 MK1312.The geoid height was determined by GEOID03.
 MK1312
 MK1312.The dynamic height is computed by dividing the NAVD 88
 MK1312.geopotential number by the normal gravity value computed on the
 MK1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1312.degrees latitude (g = 980.6199 gals.).
 MK1312
 MK1312.The modeled gravity was interpolated from observed gravity values.
 MK1312
 MK1312;                    North         East    Units  Estimated Accuracy
 MK1312;SPC NE       -   138,050.      720,200.      MT  (+/- 180 meters Scaled)
 MK1312
 MK1312                          SUPERSEDED SURVEY CONTROL
 MK1312
 MK1312  NGVD 29 (??/??/92)  496.984  (m)         1630.52   (f) ADJ UNCH    2 0
 MK1312
 MK1312.Superseded values are not recommended for survey control.
 MK1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1312.See file dsdata.txt to determine how the superseded data were derived.
 MK1312
 MK1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL361452(NAD 83)
 MK1312_MARKER: DB = BENCH MARK DISK
 MK1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1312_STAMPING: L-137-1935
 MK1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1312+STABILITY: SURFACE MOTION
 MK1312
 MK1312  HISTORY     - Date     Condition        Report By
 MK1312  HISTORY     - 1935     MONUMENTED       CGS
 MK1312  HISTORY     - 19950510 MARK NOT FOUND   NGS
 MK1312
 MK1312                          STATION DESCRIPTION
 MK1312
 MK1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1312'1.7 MI NE FROM GRESHAM.
 MK1312'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID CITY
 MK1312'AND YORK, 6 1/2 RAILS NORTHEAST OF MILE POST NO. 61, 49.0 FEET
 MK1312'SOUTH OF THE CENTER LINE OF ROAD CROSSING, 44.9 FEET SOUTHEAST
 MK1312'OF THE SOUTHEAST RAIL.
 MK1312
 MK1312                          STATION RECOVERY (1995)
 MK1312
 MK1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK1312'SEARCHED FOR BUT COULD NOT LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0117 ***********************************************************************
 MK0117  DESIGNATION -  L 139
 MK0117  PID         -  MK0117
 MK0117  STATE/COUNTY-  NE/BURT
 MK0117  USGS QUAD   -  OAKLAND (1966)
 MK0117
 MK0117                         *CURRENT SURVEY CONTROL
 MK0117  ___________________________________________________________________
 MK0117* NAD 83(1986)-  41 51 27.     (N)    096 28 05.     (W)     SCALED    
 MK0117* NAVD 88     -       390.085  (meters)    1279.80   (feet)  ADJUSTED  
 MK0117  ___________________________________________________________________
 MK0117  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 MK0117  DYNAMIC HT  -         389.943 (meters)    1279.34  (feet)  COMP
 MK0117  MODELED GRAV-     980,247.3   (mgal)                       NAVD 88
 MK0117
 MK0117  VERT ORDER  -  SECOND    CLASS 0
 MK0117
 MK0117.The horizontal coordinates were scaled from a topographic map and have
 MK0117.an estimated accuracy of +/- 6 seconds.
 MK0117
 MK0117.The orthometric height was determined by differential leveling
 MK0117.and adjusted by the National Geodetic Survey in June 1991..
 MK0117
 MK0117.The geoid height was determined by GEOID03.
 MK0117
 MK0117.The dynamic height is computed by dividing the NAVD 88
 MK0117.geopotential number by the normal gravity value computed on the
 MK0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0117.degrees latitude (g = 980.6199 gals.).
 MK0117
 MK0117.The modeled gravity was interpolated from observed gravity values.
 MK0117
 MK0117;                    North         East    Units  Estimated Accuracy
 MK0117;SPC NE       -   230,720.      793,100.      MT  (+/- 180 meters Scaled)
 MK0117
 MK0117                          SUPERSEDED SURVEY CONTROL
 MK0117
 MK0117  NGVD 29 (??/??/92)  389.949  (m)         1279.36   (f) ADJ UNCH    2 0
 MK0117
 MK0117.Superseded values are not recommended for survey control.
 MK0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0117.See file dsdata.txt to determine how the superseded data were derived.
 MK0117
 MK0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM101370(NAD 83)
 MK0117_MARKER: DB = BENCH MARK DISK
 MK0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0117_STAMPING: L 139 1935
 MK0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0117+STABILITY: SURFACE MOTION
 MK0117
 MK0117  HISTORY     - Date     Condition        Report By
 MK0117  HISTORY     - 1935     MONUMENTED       CGS
 MK0117
 MK0117                          STATION DESCRIPTION
 MK0117
 MK0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0117'1.6 MI N FROM OAKLAND.
 MK0117'1.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0117'FROM THE STATION AT OAKLAND, BURT COUNTY, AT A ROAD CROSSING, 73
 MK0117'FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 58.5 FEET SOUTH OF
 MK0117'THE CENTERLINE OF THE ROAD, AND 46 FEET EAST OF THE EAST RAIL.
 MK0117'A STANDARD DISK, STAMPED L 139 1935 AND SET IN THE TOP OF A CONCRETE
 MK0117'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0458 ***********************************************************************
 LG0458  DESIGNATION -  L 14
 LG0458  PID         -  LG0458
 LG0458  STATE/COUNTY-  NE/FILLMORE
 LG0458  USGS QUAD   -  EXETER (1969)
 LG0458
 LG0458                         *CURRENT SURVEY CONTROL
 LG0458  ___________________________________________________________________
 LG0458* NAD 83(1986)-  40 38 47.     (N)    097 26 11.     (W)     SCALED    
 LG0458* NAVD 88     -       488.566  (meters)    1602.90   (feet)  ADJUSTED  
 LG0458  ___________________________________________________________________
 LG0458  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 LG0458  DYNAMIC HT  -         488.297 (meters)    1602.02  (feet)  COMP
 LG0458  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 LG0458
 LG0458  VERT ORDER  -  FIRST     CLASS II
 LG0458
 LG0458.The horizontal coordinates were scaled from a topographic map and have
 LG0458.an estimated accuracy of +/- 6 seconds.
 LG0458
 LG0458.The orthometric height was determined by differential leveling
 LG0458.and adjusted by the National Geodetic Survey in June 1991..
 LG0458
 LG0458.The geoid height was determined by GEOID03.
 LG0458
 LG0458.The dynamic height is computed by dividing the NAVD 88
 LG0458.geopotential number by the normal gravity value computed on the
 LG0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0458.degrees latitude (g = 980.6199 gals.).
 LG0458
 LG0458.The modeled gravity was interpolated from observed gravity values.
 LG0458
 LG0458;                    North         East    Units  Estimated Accuracy
 LG0458;SPC NE       -    93,490.      716,760.      MT  (+/- 180 meters Scaled)
 LG0458
 LG0458                          SUPERSEDED SURVEY CONTROL
 LG0458
 LG0458  NGVD 29 (??/??/92)  488.400  (m)         1602.36   (f) ADJ UNCH    1 2
 LG0458
 LG0458.Superseded values are not recommended for survey control.
 LG0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0458.See file dsdata.txt to determine how the superseded data were derived.
 LG0458
 LG0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL322006(NAD 83)
 LG0458_MARKER: DB = BENCH MARK DISK
 LG0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0458_STAMPING: 1602.280 L 14 1933
 LG0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0458+STABILITY: SURFACE MOTION
 LG0458
 LG0458  HISTORY     - Date     Condition        Report By
 LG0458  HISTORY     - 1933     MONUMENTED       CGS
 LG0458  HISTORY     - 1940     GOOD             NGS
 LG0458  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0458
 LG0458                          STATION DESCRIPTION
 LG0458
 LG0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0458'0.7 MI E FROM EXETER.
 LG0458'0.7 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0458'FROM THE STATION AT EXETER, FILLMORE COUNTY, 500 FEET WEST OF
 LG0458'MILEPOST 105, 105 FEET NORTHWEST OF THE CENTER OF THE CHICAGO AND
 LG0458'NORTH WESTERN RAILWAY CROSSING, 103 FEET NORTHWEST OF THE
 LG0458'CENTERLINE OF THE C. AND N.W. RY., 90 FEET NORTH OF THE
 LG0458'CENTERLINE OF THE C.B. AND Q.R.R., 50 FEET NORTH OF THE NORTHWEST
 LG0458'CORNER OF AN INTERLOCKING TOWER, AND 3 FEET WEST OF A WHITE
 LG0458'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1602.280 L 14
 LG0458'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 LG0458'ABOVE GROUND.
 LG0458
 LG0458                          STATION RECOVERY (1991)
 LG0458
 LG0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0458'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 LG0458'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0278 ***********************************************************************
 MK0278  DESIGNATION -  L 140
 MK0278  PID         -  MK0278
 MK0278  STATE/COUNTY-  NE/BURT
 MK0278  USGS QUAD   -  LYONS (1966)
 MK0278
 MK0278                         *CURRENT SURVEY CONTROL
 MK0278  ___________________________________________________________________
 MK0278* NAD 83(1986)-  41 55 49.     (N)    096 23 26.     (W)     SCALED    
 MK0278* NAVD 88     -       407.774  (meters)    1337.84   (feet)  ADJUSTED  
 MK0278  ___________________________________________________________________
 MK0278  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 MK0278  DYNAMIC HT  -         407.627 (meters)    1337.36  (feet)  COMP
 MK0278  MODELED GRAV-     980,248.6   (mgal)                       NAVD 88
 MK0278
 MK0278  VERT ORDER  -  SECOND    CLASS 0
 MK0278
 MK0278.The horizontal coordinates were scaled from a topographic map and have
 MK0278.an estimated accuracy of +/- 6 seconds.
 MK0278
 MK0278.The orthometric height was determined by differential leveling
 MK0278.and adjusted by the National Geodetic Survey in June 1991..
 MK0278
 MK0278.The geoid height was determined by GEOID03.
 MK0278
 MK0278.The dynamic height is computed by dividing the NAVD 88
 MK0278.geopotential number by the normal gravity value computed on the
 MK0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0278.degrees latitude (g = 980.6199 gals.).
 MK0278
 MK0278.The modeled gravity was interpolated from observed gravity values.
 MK0278
 MK0278;                    North         East    Units  Estimated Accuracy
 MK0278;SPC NE       -   239,060.      799,190.      MT  (+/- 180 meters Scaled)
 MK0278
 MK0278                          SUPERSEDED SURVEY CONTROL
 MK0278
 MK0278  NGVD 29 (??/??/92)  407.626  (m)         1337.35   (f) ADJ UNCH    2 0
 MK0278
 MK0278.Superseded values are not recommended for survey control.
 MK0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0278.See file dsdata.txt to determine how the superseded data were derived.
 MK0278
 MK0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM163453(NAD 83)
 MK0278_MARKER: DB = BENCH MARK DISK
 MK0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0278_STAMPING: L 140 1935
 MK0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0278+STABILITY: SURFACE MOTION
 MK0278
 MK0278  HISTORY     - Date     Condition        Report By
 MK0278  HISTORY     - 1935     MONUMENTED       CGS
 MK0278  HISTORY     - 1947     GOOD             NGS
 MK0278  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0278
 MK0278                          STATION DESCRIPTION
 MK0278
 MK0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0278'4.5 MI E FROM LYONS.
 MK0278'4.5 MILES EAST ALONG STATE HIGHWAY NO. 118 FROM THE CHICAGO,
 MK0278'BURLINGTON AND QUINCY RAILROAD STATION AT LYONS, 0.25 MILE WEST
 MK0278'OF THE JUNCTION OF A NORTH-SOUTH CROSS ROAD, 102.0 FEET NORTHEAST
 MK0278'OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NO. 4, 98.0 FEET
 MK0278'NORTHWEST OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NO. 5,
 MK0278'41.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 4.5 FEET NORTH
 MK0278'OF THE NORTH RIGHT OF WAY FENCE, 1.5 FOOT EAST OF A REFERENCE
 MK0278'POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE HIGHWAY AND
 MK0278'PROJECTING 0.2 FOOT.
 MK0278
 MK0278                          STATION RECOVERY (1965)
 MK0278
 MK0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1189 ***********************************************************************
 MK1189  DESIGNATION -  L 141
 MK1189  PID         -  MK1189
 MK1189  STATE/COUNTY-  NE/STANTON
 MK1189  USGS QUAD   -  MADISON NE (1976)
 MK1189
 MK1189                         *CURRENT SURVEY CONTROL
 MK1189  ___________________________________________________________________
 MK1189* NAD 83(1986)-  41 58 20.     (N)    097 18 56.     (W)     SCALED    
 MK1189* NAVD 88     -       454.922  (meters)    1492.52   (feet)  ADJUSTED  
 MK1189  ___________________________________________________________________
 MK1189  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 MK1189  DYNAMIC HT  -         454.749 (meters)    1491.96  (feet)  COMP
 MK1189  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 MK1189
 MK1189  VERT ORDER  -  SECOND    CLASS 0
 MK1189
 MK1189.The horizontal coordinates were scaled from a topographic map and have
 MK1189.an estimated accuracy of +/- 6 seconds.
 MK1189
 MK1189.The orthometric height was determined by differential leveling
 MK1189.and adjusted by the National Geodetic Survey in June 1991..
 MK1189
 MK1189.The geoid height was determined by GEOID03.
 MK1189
 MK1189.The dynamic height is computed by dividing the NAVD 88
 MK1189.geopotential number by the normal gravity value computed on the
 MK1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1189.degrees latitude (g = 980.6199 gals.).
 MK1189
 MK1189.The modeled gravity was interpolated from observed gravity values.
 MK1189
 MK1189;                    North         East    Units  Estimated Accuracy
 MK1189;SPC NE       -   240,930.      722,400.      MT  (+/- 180 meters Scaled)
 MK1189
 MK1189                          SUPERSEDED SURVEY CONTROL
 MK1189
 MK1189  NGVD 29 (??/??/92)  454.747  (m)         1491.95   (f) ADJ UNCH    2 0
 MK1189
 MK1189.Superseded values are not recommended for survey control.
 MK1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1189.See file dsdata.txt to determine how the superseded data were derived.
 MK1189
 MK1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM395480(NAD 83)
 MK1189_MARKER: DB = BENCH MARK DISK
 MK1189_SETTING: 0 = UNSPECIFIED SETTING
 MK1189_STAMPING: L 141 1935
 MK1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1189
 MK1189  HISTORY     - Date     Condition        Report By
 MK1189  HISTORY     - 1935     MONUMENTED       CGS
 MK1189  HISTORY     - 1968     POOR             NGS
 MK1189
 MK1189                          STATION DESCRIPTION
 MK1189
 MK1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MK1189'1.6 MI W FROM STANTON.
 MK1189'IN STANTON COUNTY, 6.0 MILES EAST ALONG THE CHICAGO AND NORTH
 MK1189'WESTERN RAILWAY FROM THE STATION AT NORFOLK, MADISON COUNTY,
 MK1189'265 FEET SOUTH OF MILEPOST 75, 45 FEET WEST OF THE WEST RAIL OF
 MK1189'THE MAIN TRACK, AND 3 FEET EAST OF THE FENCE.  NOTE-- THIS MARK
 MK1189'SEEMED TO BE TILTED.  IT IS 58.5 FEET SOUTHEAST OF THE SOUTHEAST
 MK1189'CORNER OF A NEW BRIDGE ON STATE HIGHWAY 24, 1/2 FOOT EAST OF A
 MK1189'METAL WITNESS POST, OTHER OLD TIES REMAIN THE SAME.  THE OLD
 MK1189'DEPOT IN STANTON IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5254 ***********************************************************************
 DG5254  DESIGNATION -  L 141 RESET
 DG5254  PID         -  DG5254
 DG5254  STATE/COUNTY-  NE/STANTON
 DG5254  USGS QUAD   -  MADISON NE (1976)
 DG5254
 DG5254                         *CURRENT SURVEY CONTROL
 DG5254  ___________________________________________________________________
 DG5254* NAD 83(1986)-  41 58 20.     (N)    097 18 56.     (W)     SCALED    
 DG5254* NAVD 88     -       454.97   (meters)    1492.7    (feet)  RESET     
 DG5254  ___________________________________________________________________
 DG5254  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 DG5254
 DG5254  VERT ORDER  -  THIRD
 DG5254
 DG5254.The horizontal coordinates were scaled from a topographic map and have
 DG5254.an estimated accuracy of +/- 6 seconds.
 DG5254
 DG5254.The orthometric height was computed from unverified reset data.
 DG5254.No vertical observational check was made to the station.
 DG5254
 DG5254.The geoid height was determined by GEOID03.
 DG5254
 DG5254;                    North         East    Units  Estimated Accuracy
 DG5254;SPC NE       -   240,930.      722,400.      MT  (+/- 180 meters Scaled)
 DG5254
 DG5254                          SUPERSEDED SURVEY CONTROL
 DG5254
 DG5254.No superseded survey control is available for this station.
 DG5254
 DG5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM395480(NAD 83)
 DG5254_MARKER: DV = VERTICAL CONTROL DISK
 DG5254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5254_STAMPING: L 141 RESET 2002
 DG5254_MARK LOGO: NGS   
 DG5254_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5254+STABILITY: SURFACE MOTION
 DG5254
 DG5254  HISTORY     - Date     Condition        Report By
 DG5254  HISTORY     - 2002     MONUMENTED       NEDR
 DG5254
 DG5254                          STATION DESCRIPTION
 DG5254
 DG5254'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2002 (WH)
 DG5254'FROM THE JUNCTION OF HWY 275 AND HWY 24, GO SOUTHEAST ALONG HWY 24
 DG5254'TOWARDS STANTON  4.8 MILES TO CONCRETE MONUMENT ON SOUTH SIDE OF HWY
 DG5254'24 NEAR POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0085 ***********************************************************************
 LH0085  DESIGNATION -  L 15
 LH0085  PID         -  LH0085
 LH0085  STATE/COUNTY-  NE/CLAY
 LH0085  USGS QUAD   -  HARVARD (1969)
 LH0085
 LH0085                         *CURRENT SURVEY CONTROL
 LH0085  ___________________________________________________________________
 LH0085* NAD 83(1986)-  40 37 01.     (N)    098 06 37.     (W)     SCALED    
 LH0085* NAVD 88     -       553.344  (meters)    1815.43   (feet)  ADJUSTED  
 LH0085  ___________________________________________________________________
 LH0085  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 LH0085  DYNAMIC HT  -         553.037 (meters)    1814.42  (feet)  COMP
 LH0085  MODELED GRAV-     980,052.1   (mgal)                       NAVD 88
 LH0085
 LH0085  VERT ORDER  -  FIRST     CLASS II
 LH0085
 LH0085.The horizontal coordinates were scaled from a topographic map and have
 LH0085.an estimated accuracy of +/- 6 seconds.
 LH0085
 LH0085.The orthometric height was determined by differential leveling
 LH0085.and adjusted by the National Geodetic Survey in June 1991..
 LH0085
 LH0085.The geoid height was determined by GEOID03.
 LH0085
 LH0085.The dynamic height is computed by dividing the NAVD 88
 LH0085.geopotential number by the normal gravity value computed on the
 LH0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0085.degrees latitude (g = 980.6199 gals.).
 LH0085
 LH0085.The modeled gravity was interpolated from observed gravity values.
 LH0085
 LH0085;                    North         East    Units  Estimated Accuracy
 LH0085;SPC NE       -    88,750.      659,860.      MT  (+/- 180 meters Scaled)
 LH0085
 LH0085                          SUPERSEDED SURVEY CONTROL
 LH0085
 LH0085  NGVD 29 (??/??/92)  553.126  (m)         1814.71   (f) ADJ UNCH    1 2
 LH0085
 LH0085.Superseded values are not recommended for survey control.
 LH0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0085.See file dsdata.txt to determine how the superseded data were derived.
 LH0085
 LH0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK752966(NAD 83)
 LH0085_MARKER: DB = BENCH MARK DISK
 LH0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0085_STAMPING: 1814.750 L 15 1933
 LH0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0085+STABILITY: SURFACE MOTION
 LH0085
 LH0085  HISTORY     - Date     Condition        Report By
 LH0085  HISTORY     - 1933     MONUMENTED       CGS
 LH0085  HISTORY     - 1934     GOOD             NGS
 LH0085  HISTORY     - 1969     MARK NOT FOUND   USGS
 LH0085
 LH0085                          STATION DESCRIPTION
 LH0085
 LH0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0085'0.6 MI W FROM HARVARD.
 LH0085'0.6 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0085'FROM THE STATION AT HARVARD, CLAY COUNTY, 0.3 MILE WEST OF THE
 LH0085'CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY, 17 RAILS
 LH0085'WEST OF A ROAD CROSSING, AND 95.5 FEET NORTH OF THE CENTERLINE
 LH0085'OF THE TRACK.  A STANDARD DISK, STAMPED 1814.750 L 15 1933 AND
 LH0085'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LH0085'GROUND.
 LH0085
 LH0085                          STATION RECOVERY (1969)
 LH0085
 LH0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LH0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0296 ***********************************************************************
 LJ0296  DESIGNATION -  L 158
 LJ0296  PID         -  LJ0296
 LJ0296  STATE/COUNTY-  NE/CHASE
 LJ0296  USGS QUAD   -  IMPERIAL (1973)
 LJ0296
 LJ0296                         *CURRENT SURVEY CONTROL
 LJ0296  ___________________________________________________________________
 LJ0296* NAD 83(1986)-  40 32 15.     (N)    101 41 06.     (W)     SCALED    
 LJ0296* NAVD 88     -      1009.516  (meters)    3312.05   (feet)  ADJUSTED  
 LJ0296  ___________________________________________________________________
 LJ0296  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 LJ0296  DYNAMIC HT  -        1008.825 (meters)    3309.79  (feet)  COMP
 LJ0296  MODELED GRAV-     979,906.0   (mgal)                       NAVD 88
 LJ0296
 LJ0296  VERT ORDER  -  SECOND    CLASS 0
 LJ0296
 LJ0296.The horizontal coordinates were scaled from a topographic map and have
 LJ0296.an estimated accuracy of +/- 6 seconds.
 LJ0296
 LJ0296.The orthometric height was determined by differential leveling
 LJ0296.and adjusted by the National Geodetic Survey in June 1991..
 LJ0296
 LJ0296.The geoid height was determined by GEOID03.
 LJ0296
 LJ0296.The dynamic height is computed by dividing the NAVD 88
 LJ0296.geopotential number by the normal gravity value computed on the
 LJ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0296.degrees latitude (g = 980.6199 gals.).
 LJ0296
 LJ0296.The modeled gravity was interpolated from observed gravity values.
 LJ0296
 LJ0296;                    North         East    Units  Estimated Accuracy
 LJ0296;SPC NE       -    79,570.      357,280.      MT  (+/- 180 meters Scaled)
 LJ0296
 LJ0296                          SUPERSEDED SURVEY CONTROL
 LJ0296
 LJ0296  NGVD 29 (??/??/92) 1009.111  (m)         3310.72   (f) ADJ UNCH    2 0
 LJ0296
 LJ0296.Superseded values are not recommended for survey control.
 LJ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0296.See file dsdata.txt to determine how the superseded data were derived.
 LJ0296
 LJ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK726908(NAD 83)
 LJ0296_MARKER: DB = BENCH MARK DISK
 LJ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0296_STAMPING: L-158 1934
 LJ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0296+STABILITY: SURFACE MOTION
 LJ0296
 LJ0296  HISTORY     - Date     Condition        Report By
 LJ0296  HISTORY     - 1934     MONUMENTED       CGS
 LJ0296
 LJ0296                          STATION DESCRIPTION
 LJ0296
 LJ0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0296'3.9 MI W FROM IMPERIAL.
 LJ0296'3.9 MILES WEST OF RAILROAD STATION AT IMPERIAL, ON U.S. HIGHWAY
 LJ0296'6 AT A CROSSING OF ROADS.  100 YARDS EAST OF LARGE SIGN READING
 LJ0296'WELCOME TO NEBRASKA.  25 FEET WEST OF CENTER LINE OF SIDE ROAD,
 LJ0296'AND 50 FEET SOUTH OF CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0118 ***********************************************************************
 LJ0118  DESIGNATION -  L 159
 LJ0118  PID         -  LJ0118
 LJ0118  STATE/COUNTY-  NE/HITCHCOCK
 LJ0118  USGS QUAD   -  CULBERTSON (1970)
 LJ0118
 LJ0118                         *CURRENT SURVEY CONTROL
 LJ0118  ___________________________________________________________________
 LJ0118* NAD 83(1986)-  40 13 30.     (N)    100 52 11.     (W)     SCALED    
 LJ0118* NAVD 88     -       788.761  (meters)    2587.79   (feet)  ADJUSTED  
 LJ0118  ___________________________________________________________________
 LJ0118  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 LJ0118  DYNAMIC HT  -         788.236 (meters)    2586.07  (feet)  COMP
 LJ0118  MODELED GRAV-     979,933.1   (mgal)                       NAVD 88
 LJ0118
 LJ0118  VERT ORDER  -  SECOND    CLASS 0
 LJ0118
 LJ0118.The horizontal coordinates were scaled from a topographic map and have
 LJ0118.an estimated accuracy of +/- 6 seconds.
 LJ0118
 LJ0118.The orthometric height was determined by differential leveling
 LJ0118.and adjusted by the National Geodetic Survey in June 1991..
 LJ0118
 LJ0118.The geoid height was determined by GEOID03.
 LJ0118
 LJ0118.The dynamic height is computed by dividing the NAVD 88
 LJ0118.geopotential number by the normal gravity value computed on the
 LJ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0118.degrees latitude (g = 980.6199 gals.).
 LJ0118
 LJ0118.The modeled gravity was interpolated from observed gravity values.
 LJ0118
 LJ0118;                    North         East    Units  Estimated Accuracy
 LJ0118;SPC NE       -    43,860.      425,980.      MT  (+/- 180 meters Scaled)
 LJ0118
 LJ0118                          SUPERSEDED SURVEY CONTROL
 LJ0118
 LJ0118  NGVD 29 (??/??/92)  788.443  (m)         2586.75   (f) ADJ UNCH    2 0
 LJ0118
 LJ0118.Superseded values are not recommended for survey control.
 LJ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0118.See file dsdata.txt to determine how the superseded data were derived.
 LJ0118
 LJ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK409544(NAD 83)
 LJ0118_MARKER: DB = BENCH MARK DISK
 LJ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0118_STAMPING: L 159 1934
 LJ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0118+STABILITY: SURFACE MOTION
 LJ0118
 LJ0118  HISTORY     - Date     Condition        Report By
 LJ0118  HISTORY     - 1934     MONUMENTED       CGS
 LJ0118  HISTORY     - 1970     MARK NOT FOUND   NGS
 LJ0118
 LJ0118                          STATION DESCRIPTION
 LJ0118
 LJ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0118'2.3 MI W FROM CULBERTSON.
 LJ0118'2.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0118'FROM THE STATION AT CULBERTSON, HITCHCOCK COUNTY, 7 POLES WEST
 LJ0118'OF MILEPOST 2, NEAR A FARMHOUSE, 45 FEET SOUTH OF THE CENTER
 LJ0118'LINE OF THE TRACK, AND 6 FEET WEST OF THE WEST END OF AN IRON
 LJ0118'GATE.  SET IN THE TOP OF A CONCRETE POST.
 LJ0118
 LJ0118                          STATION RECOVERY (1970)
 LJ0118
 LJ0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LJ0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0652 ***********************************************************************
 ML0652  DESIGNATION -  L 16
 ML0652  PID         -  ML0652
 ML0652  STATE/COUNTY-  NE/CUSTER
 ML0652  USGS QUAD   -  MASON CITY NW (1951)
 ML0652
 ML0652                         *CURRENT SURVEY CONTROL
 ML0652  ___________________________________________________________________
 ML0652* NAD 83(1986)-  41 08 01.     (N)    099 23 49.     (W)     SCALED    
 ML0652* NAVD 88     -       753.706  (meters)    2472.78   (feet)  ADJUSTED  
 ML0652  ___________________________________________________________________
 ML0652  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ML0652  DYNAMIC HT  -         753.292 (meters)    2471.43  (feet)  COMP
 ML0652  MODELED GRAV-     980,049.8   (mgal)                       NAVD 88
 ML0652
 ML0652  VERT ORDER  -  FIRST     CLASS II
 ML0652
 ML0652.The horizontal coordinates were scaled from a topographic map and have
 ML0652.an estimated accuracy of +/- 6 seconds.
 ML0652
 ML0652.The orthometric height was determined by differential leveling
 ML0652.and adjusted by the National Geodetic Survey in June 1991..
 ML0652
 ML0652.The geoid height was determined by GEOID03.
 ML0652
 ML0652.The dynamic height is computed by dividing the NAVD 88
 ML0652.geopotential number by the normal gravity value computed on the
 ML0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0652.degrees latitude (g = 980.6199 gals.).
 ML0652
 ML0652.The modeled gravity was interpolated from observed gravity values.
 ML0652
 ML0652;                    North         East    Units  Estimated Accuracy
 ML0652;SPC NE       -   144,540.      550,620.      MT  (+/- 180 meters Scaled)
 ML0652
 ML0652                          SUPERSEDED SURVEY CONTROL
 ML0652
 ML0652  NGVD 29 (??/??/92)  753.456  (m)         2471.96   (f) ADJ UNCH    1 2
 ML0652
 ML0652.Superseded values are not recommended for survey control.
 ML0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0652.See file dsdata.txt to determine how the superseded data were derived.
 ML0652
 ML0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML666536(NAD 83)
 ML0652_MARKER: DB = BENCH MARK DISK
 ML0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0652_STAMPING: L 16 1933
 ML0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0652+STABILITY: SURFACE MOTION
 ML0652
 ML0652  HISTORY     - Date     Condition        Report By
 ML0652  HISTORY     - 1933     MONUMENTED       CGS
 ML0652  HISTORY     - 1968     MARK NOT FOUND   NGS
 ML0652
 ML0652                          STATION DESCRIPTION
 ML0652
 ML0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ML0652'12 MI S FROM ANSLEY.
 ML0652'ABOUT 12 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM ANSLEY, CUSTER
 ML0652'COUNTY, ABOUT 1/4 MILE EAST OF THE DELCY WISHMAN FARMHOUSE,
 ML0652'AT THE TOP OF A SMALL KNOLL, ABOUT 140 FEET NORTH OF THE
 ML0652'NORTHEAST CORNER OF SECTION 5, T. 13 N., R. 18 W., A
 ML0652'POWER-TRANSMISSION LINE POLE, AND A PRIVATE DRIVEWAY LEADING
 ML0652'WEST, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 ML0652'WEST OF THE POWER-TRANSMISSION LINE POLE, AND 2 FEET WEST OF A
 ML0652'FENCE.  A STANDARD DISK, STAMPED 2471.964 L 16 1933 AND SET IN THE
 ML0652'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 ML0652'NOTE-- ROAD WAS WIDENED YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0171 ***********************************************************************
 LJ0171  DESIGNATION -  L 162
 LJ0171  PID         -  LJ0171
 LJ0171  STATE/COUNTY-  NE/HAYES
 LJ0171  USGS QUAD   -  HAYES CENTER (1974)
 LJ0171
 LJ0171                         *CURRENT SURVEY CONTROL
 LJ0171  ___________________________________________________________________
 LJ0171* NAD 83(1986)-  40 30 33.     (N)    101 03 33.     (W)     SCALED    
 LJ0171* NAVD 88     -       944.734  (meters)    3099.51   (feet)  ADJUSTED  
 LJ0171  ___________________________________________________________________
 LJ0171  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 LJ0171  DYNAMIC HT  -         944.099 (meters)    3097.43  (feet)  COMP
 LJ0171  MODELED GRAV-     979,921.1   (mgal)                       NAVD 88
 LJ0171
 LJ0171  VERT ORDER  -  SECOND    CLASS 0
 LJ0171
 LJ0171.The horizontal coordinates were scaled from a topographic map and have
 LJ0171.an estimated accuracy of +/- 6 seconds.
 LJ0171
 LJ0171.The orthometric height was determined by differential leveling
 LJ0171.and adjusted by the National Geodetic Survey in June 1991..
 LJ0171
 LJ0171.The geoid height was determined by GEOID03.
 LJ0171
 LJ0171.The dynamic height is computed by dividing the NAVD 88
 LJ0171.geopotential number by the normal gravity value computed on the
 LJ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0171.degrees latitude (g = 980.6199 gals.).
 LJ0171
 LJ0171.The modeled gravity was interpolated from observed gravity values.
 LJ0171
 LJ0171;                    North         East    Units  Estimated Accuracy
 LJ0171;SPC NE       -    75,590.      410,250.      MT  (+/- 180 meters Scaled)
 LJ0171
 LJ0171                          SUPERSEDED SURVEY CONTROL
 LJ0171
 LJ0171  NGVD 29 (??/??/92)  944.361  (m)         3098.29   (f) ADJ UNCH    2 0
 LJ0171
 LJ0171.Superseded values are not recommended for survey control.
 LJ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0171.See file dsdata.txt to determine how the superseded data were derived.
 LJ0171
 LJ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK255863(NAD 83)
 LJ0171_MARKER: DB = BENCH MARK DISK
 LJ0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0171_SP_SET: CULVERT
 LJ0171_STAMPING: L-162 1934
 LJ0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0171
 LJ0171  HISTORY     - Date     Condition        Report By
 LJ0171  HISTORY     - 1934     MONUMENTED       CGS
 LJ0171  HISTORY     - 1938     GOOD             NGS
 LJ0171
 LJ0171                          STATION DESCRIPTION
 LJ0171
 LJ0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LJ0171'2.1 MI W FROM HAYES CENTER.
 LJ0171'ALONG STATE HWY. 17, 2.1 MILES WEST OF THE I.O.O.F. BUILDING AT
 LJ0171'HAYES CENTER, 1/4 MILE EAST OF ROAD TO SOUTH, IN NORTH HEADWALL
 LJ0171'OF CONCRETE CULVERT.  A STANDARD DISK SET IN TOP OF HWY. CULVERT
 LJ0171'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0626 ***********************************************************************
 LG0626  DESIGNATION -  L 163
 LG0626  PID         -  LG0626
 LG0626  STATE/COUNTY-  NE/NUCKOLLS
 LG0626  USGS QUAD   -  OAK (1960)
 LG0626
 LG0626                         *CURRENT SURVEY CONTROL
 LG0626  ___________________________________________________________________
 LG0626* NAD 83(1986)-  40 10 45.     (N)    097 56 03.     (W)     SCALED    
 LG0626* NAVD 88     -       520.154  (meters)    1706.54   (feet)  ADJUSTED  
 LG0626  ___________________________________________________________________
 LG0626  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 LG0626  DYNAMIC HT  -         519.851 (meters)    1705.54  (feet)  COMP
 LG0626  MODELED GRAV-     980,027.2   (mgal)                       NAVD 88
 LG0626
 LG0626  VERT ORDER  -  SECOND    CLASS 0
 LG0626
 LG0626.The horizontal coordinates were scaled from a topographic map and have
 LG0626.an estimated accuracy of +/- 6 seconds.
 LG0626
 LG0626.The orthometric height was determined by differential leveling
 LG0626.and adjusted by the National Geodetic Survey in June 1991..
 LG0626
 LG0626.The geoid height was determined by GEOID03.
 LG0626
 LG0626.The dynamic height is computed by dividing the NAVD 88
 LG0626.geopotential number by the normal gravity value computed on the
 LG0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0626.degrees latitude (g = 980.6199 gals.).
 LG0626
 LG0626.The modeled gravity was interpolated from observed gravity values.
 LG0626
 LG0626;                    North         East    Units  Estimated Accuracy
 LG0626;SPC NE       -    40,500.      675,920.      MT  (+/- 180 meters Scaled)
 LG0626
 LG0626                          SUPERSEDED SURVEY CONTROL
 LG0626
 LG0626  NGVD 29 (??/??/92)  519.972  (m)         1705.94   (f) ADJ UNCH    2 0
 LG0626
 LG0626.Superseded values are not recommended for survey control.
 LG0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0626.See file dsdata.txt to determine how the superseded data were derived.
 LG0626
 LG0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK907481(NAD 83)
 LG0626_MARKER: DB = BENCH MARK DISK
 LG0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0626_STAMPING: L 163 1934
 LG0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0626+STABILITY: SURFACE MOTION
 LG0626
 LG0626  HISTORY     - Date     Condition        Report By
 LG0626  HISTORY     - 1934     MONUMENTED       CGS
 LG0626
 LG0626                          STATION DESCRIPTION
 LG0626
 LG0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0626'2 MI N FROM NORA.
 LG0626'2.0 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0626'THE CROSSING OF STATE HIGHWAY 3 AT NORA, NUCKOLLS COUNTY, NEAR
 LG0626'MILEPOST C 108, AT A ROAD CROSSING, ONE RAIL WEST OF THE CENTER
 LG0626'LINE OF THE ROAD, AND 96 FEET SOUTH OF THE CENTER LINE OF THE
 LG0626'TRACK.  A STANDARD DISK, STAMPED L 163 1934 AND SET IN THE TOP OF
 LG0626'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0673 ***********************************************************************
 LH0673  DESIGNATION -  L 164
 LH0673  PID         -  LH0673
 LH0673  STATE/COUNTY-  NE/PHELPS
 LH0673  USGS QUAD   -  HOLDREGE WEST (1970)
 LH0673
 LH0673                         *CURRENT SURVEY CONTROL
 LH0673  ___________________________________________________________________
 LH0673* NAD 83(1986)-  40 26 34.     (N)    099 25 00.     (W)     SCALED    
 LH0673* NAVD 88     -       711.647  (meters)    2334.80   (feet)  ADJUSTED  
 LH0673  ___________________________________________________________________
 LH0673  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 LH0673  DYNAMIC HT  -         711.208 (meters)    2333.35  (feet)  COMP
 LH0673  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 LH0673
 LH0673  VERT ORDER  -  SECOND    CLASS 0
 LH0673
 LH0673.The horizontal coordinates were scaled from a topographic map and have
 LH0673.an estimated accuracy of +/- 6 seconds.
 LH0673
 LH0673.The orthometric height was determined by differential leveling
 LH0673.and adjusted by the National Geodetic Survey in June 1991..
 LH0673
 LH0673.The geoid height was determined by GEOID03.
 LH0673
 LH0673.The dynamic height is computed by dividing the NAVD 88
 LH0673.geopotential number by the normal gravity value computed on the
 LH0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0673.degrees latitude (g = 980.6199 gals.).
 LH0673
 LH0673.The modeled gravity was interpolated from observed gravity values.
 LH0673
 LH0673;                    North         East    Units  Estimated Accuracy
 LH0673;SPC NE       -    67,830.      549,480.      MT  (+/- 180 meters Scaled)
 LH0673
 LH0673                          SUPERSEDED SURVEY CONTROL
 LH0673
 LH0673  NGVD 29 (??/??/92)  711.368  (m)         2333.88   (f) ADJ UNCH    2 0
 LH0673
 LH0673.Superseded values are not recommended for survey control.
 LH0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0673.See file dsdata.txt to determine how the superseded data were derived.
 LH0673
 LH0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK646769(NAD 83)
 LH0673_MARKER: DB = BENCH MARK DISK
 LH0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0673_STAMPING: L 164 1934
 LH0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0673+STABILITY: SURFACE MOTION
 LH0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0673+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 LH0673
 LH0673  HISTORY     - Date     Condition        Report By
 LH0673  HISTORY     - 1934     MONUMENTED       CGS
 LH0673  HISTORY     - 20060513 GOOD             GEOCAC
 LH0673
 LH0673                          STATION DESCRIPTION
 LH0673
 LH0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0673'2.8 MI W FROM HOLDREGE.
 LH0673'2.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0673'FROM THE POST OFFICE AT HOLDREGE, PHELPS COUNTY, AT A ROAD
 LH0673'CROSSING, 70 FEET WEST OF THE CENTERLINE OF THE ROAD, 36 FEET
 LH0673'SOUTH OF THE CENTERLINE OF THE TRACK, 10 FEET EAST OF A POLE,
 LH0673'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED L
 LH0673'164 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0673
 LH0673                          STATION RECOVERY (2006)
 LH0673
 LH0673'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH0673'THE STATION IS ABOUT 70 FEET NORTHEAST OF STATE HIGHWAY 23, 70 FEET
 LH0673'WEST OF THE CENTER LINE OF COUNTY ROAD L, 36 FEET SOUTHWEST OF THE
 LH0673'TRACK, AND AT HANDHELD COORDINATES N40-26-38.34 W099-25-04.14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0016 ***********************************************************************
 LJ0016  DESIGNATION -  L 165
 LJ0016  PID         -  LJ0016
 LJ0016  STATE/COUNTY-  NE/FRONTIER
 LJ0016  USGS QUAD   -  MOOREFIELD (1956)
 LJ0016
 LJ0016                         *CURRENT SURVEY CONTROL
 LJ0016  ___________________________________________________________________
 LJ0016* NAD 83(1986)-  40 41 25.     (N)    100 23 57.     (W)     SCALED    
 LJ0016* NAVD 88     -       861.813  (meters)    2827.46   (feet)  ADJUSTED  
 LJ0016  ___________________________________________________________________
 LJ0016  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 LJ0016  DYNAMIC HT  -         861.280 (meters)    2825.72  (feet)  COMP
 LJ0016  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 LJ0016
 LJ0016  VERT ORDER  -  SECOND    CLASS 0
 LJ0016
 LJ0016.The horizontal coordinates were scaled from a topographic map and have
 LJ0016.an estimated accuracy of +/- 6 seconds.
 LJ0016
 LJ0016.The orthometric height was determined by differential leveling
 LJ0016.and adjusted by the National Geodetic Survey in June 1991..
 LJ0016
 LJ0016.The geoid height was determined by GEOID03.
 LJ0016
 LJ0016.The dynamic height is computed by dividing the NAVD 88
 LJ0016.geopotential number by the normal gravity value computed on the
 LJ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0016.degrees latitude (g = 980.6199 gals.).
 LJ0016
 LJ0016.The modeled gravity was interpolated from observed gravity values.
 LJ0016
 LJ0016;                    North         East    Units  Estimated Accuracy
 LJ0016;SPC NE       -    95,220.      466,270.      MT  (+/- 180 meters Scaled)
 LJ0016
 LJ0016                          SUPERSEDED SURVEY CONTROL
 LJ0016
 LJ0016  NGVD 29 (??/??/92)  861.475  (m)         2826.36   (f) ADJ UNCH    2 0
 LJ0016
 LJ0016.Superseded values are not recommended for survey control.
 LJ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0016.See file dsdata.txt to determine how the superseded data were derived.
 LJ0016
 LJ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL817053(NAD 83)
 LJ0016_MARKER: DB = BENCH MARK DISK
 LJ0016_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LJ0016+WITH SETTING: INTO GROUND
 LJ0016_STAMPING: L 165 1934
 LJ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0016+STABILITY: SURFACE MOTION
 LJ0016
 LJ0016  HISTORY     - Date     Condition        Report By
 LJ0016  HISTORY     - 1934     MONUMENTED       CGS
 LJ0016
 LJ0016                          STATION DESCRIPTION
 LJ0016
 LJ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0016'AT MOOREFIELD.
 LJ0016'AT MOOREFIELD, FRONTIER COUNTY, ONE BLOCK SOUTH OF THE CHICAGO,
 LJ0016'BURLINGTON AND QUINCY RAILROAD TRACK, AT THE CITY WATER TOWER,
 LJ0016'AND IN THE CENTER OF THE CONCRETE FOOTING FOR THE DOWN-PIPE.
 LJ0016'A STANDARD DISK, STAMPED L 165 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0739 ***********************************************************************
 LH0739  DESIGNATION -  L 166
 LH0739  PID         -  LH0739
 LH0739  STATE/COUNTY-  NE/FURNAS
 LH0739  USGS QUAD   -  EDISON (1958)
 LH0739
 LH0739                         *CURRENT SURVEY CONTROL
 LH0739  ___________________________________________________________________
 LH0739* NAD 83(1986)-  40 17 16.     (N)    099 49 06.     (W)     SCALED    
 LH0739* NAVD 88     -       651.091  (meters)    2136.12   (feet)  ADJUSTED  
 LH0739  ___________________________________________________________________
 LH0739  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 LH0739  DYNAMIC HT  -         650.678 (meters)    2134.77  (feet)  COMP
 LH0739  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 LH0739
 LH0739  VERT ORDER  -  SECOND    CLASS 0
 LH0739
 LH0739.The horizontal coordinates were scaled from a topographic map and have
 LH0739.an estimated accuracy of +/- 6 seconds.
 LH0739
 LH0739.The orthometric height was determined by differential leveling
 LH0739.and adjusted by the National Geodetic Survey in June 1991..
 LH0739
 LH0739.The geoid height was determined by GEOID03.
 LH0739
 LH0739.The dynamic height is computed by dividing the NAVD 88
 LH0739.geopotential number by the normal gravity value computed on the
 LH0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0739.degrees latitude (g = 980.6199 gals.).
 LH0739
 LH0739.The modeled gravity was interpolated from observed gravity values.
 LH0739
 LH0739;                    North         East    Units  Estimated Accuracy
 LH0739;SPC NE       -    50,480.      515,450.      MT  (+/- 180 meters Scaled)
 LH0739
 LH0739                          SUPERSEDED SURVEY CONTROL
 LH0739
 LH0739  NGVD 29 (??/??/92)  650.806  (m)         2135.19   (f) ADJ UNCH    2 0
 LH0739
 LH0739.Superseded values are not recommended for survey control.
 LH0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0739.See file dsdata.txt to determine how the superseded data were derived.
 LH0739
 LH0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK304600(NAD 83)
 LH0739_MARKER: DB = BENCH MARK DISK
 LH0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0739_STAMPING: L 166 1934
 LH0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0739+STABILITY: SURFACE MOTION
 LH0739
 LH0739  HISTORY     - Date     Condition        Report By
 LH0739  HISTORY     - 1934     MONUMENTED       CGS
 LH0739
 LH0739                          STATION DESCRIPTION
 LH0739
 LH0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0739'2.5 MI W FROM EDISON.
 LH0739'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0739'FROM BRIDGE NO. 241.51 AT EDISON, FURNAS COUNTY, 4.2 MILES
 LH0739'EAST OF THE STATION AT ARAPAHOE, 30 FEET NORTH OF MILEPOST
 LH0739'244, AT A ROAD CROSSING, 75 FEET WEST OF THE CENTER LINE OF THE
 LH0739'ROAD, AND 45 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A
 LH0739'STANDARD DISK, STAMPED L 166 1934 AND SET IN THE TOP OF A
 LH0739'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0368 ***********************************************************************
 LH0368  DESIGNATION -  L 167
 LH0368  PID         -  LH0368
 LH0368  STATE/COUNTY-  NE/FRANKLIN
 LH0368  USGS QUAD   -  FRANKLIN (1974)
 LH0368
 LH0368                         *CURRENT SURVEY CONTROL
 LH0368  ___________________________________________________________________
 LH0368* NAD 83(1986)-  40 05 21.     (N)    098 53 23.     (W)     SCALED    
 LH0368* NAVD 88     -       546.215  (meters)    1792.04   (feet)  ADJUSTED  
 LH0368  ___________________________________________________________________
 LH0368  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 LH0368  DYNAMIC HT  -         545.871 (meters)    1790.91  (feet)  COMP
 LH0368  MODELED GRAV-     979,979.4   (mgal)                       NAVD 88
 LH0368
 LH0368  VERT ORDER  -  SECOND    CLASS 0
 LH0368
 LH0368.The horizontal coordinates were scaled from a topographic map and have
 LH0368.an estimated accuracy of +/- 6 seconds.
 LH0368
 LH0368.The orthometric height was determined by differential leveling
 LH0368.and adjusted by the National Geodetic Survey in June 1991..
 LH0368
 LH0368.The geoid height was determined by GEOID03.
 LH0368
 LH0368.The dynamic height is computed by dividing the NAVD 88
 LH0368.geopotential number by the normal gravity value computed on the
 LH0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0368.degrees latitude (g = 980.6199 gals.).
 LH0368
 LH0368.The modeled gravity was interpolated from observed gravity values.
 LH0368
 LH0368;                    North         East    Units  Estimated Accuracy
 LH0368;SPC NE       -    29,020.      594,680.      MT  (+/- 180 meters Scaled)
 LH0368
 LH0368                          SUPERSEDED SURVEY CONTROL
 LH0368
 LH0368  NGVD 29 (??/??/92)  545.974  (m)         1791.25   (f) ADJ UNCH    2 0
 LH0368
 LH0368.Superseded values are not recommended for survey control.
 LH0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0368.See file dsdata.txt to determine how the superseded data were derived.
 LH0368
 LH0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK094376(NAD 83)
 LH0368_MARKER: DB = BENCH MARK DISK
 LH0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0368_STAMPING: L 167 1934
 LH0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0368+STABILITY: SURFACE MOTION
 LH0368
 LH0368  HISTORY     - Date     Condition        Report By
 LH0368  HISTORY     - 1934     MONUMENTED       CGS
 LH0368  HISTORY     - 1974     MARK NOT FOUND   USGS
 LH0368
 LH0368                          STATION DESCRIPTION
 LH0368
 LH0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0368'3.4 MI E FROM FRANKLIN.
 LH0368'3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0368'RAILROAD FROM THE STATION AT FRANKLIN, FRANKLIN COUNTY, AT A
 LH0368'PRIVATE-ROAD CROSSING, 48 FEET NORTH OF THE CENTER LINE OF THE
 LH0368'TRACK, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, AND AT THE
 LH0368'NORTH PROPERTY LINE.  A STANDARD DISK, STAMPED L 167 1934
 LH0368'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- EXTENSIVE
 LH0368'DRAINAGE AND IRRIGATION WORK IN AREA, PRIVATE ROAD CROSSING
 LH0368'NO LONGER EXISTS.
 LH0368
 LH0368                          STATION RECOVERY (1974)
 LH0368
 LH0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0330 ***********************************************************************
 LH0330  DESIGNATION -  L 168
 LH0330  PID         -  LH0330
 LH0330  STATE/COUNTY-  NE/KEARNEY
 LH0330  USGS QUAD   -  NORMAN (1969)
 LH0330
 LH0330                         *CURRENT SURVEY CONTROL
 LH0330  ___________________________________________________________________
 LH0330* NAD 83(1986)-  40 28 44.     (N)    098 46 51.     (W)     SCALED    
 LH0330* NAVD 88     -       631.682  (meters)    2072.44   (feet)  ADJUSTED  
 LH0330  ___________________________________________________________________
 LH0330  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 LH0330  DYNAMIC HT  -         631.311 (meters)    2071.23  (feet)  COMP
 LH0330  MODELED GRAV-     980,016.1   (mgal)                       NAVD 88
 LH0330
 LH0330  VERT ORDER  -  SECOND    CLASS 0
 LH0330
 LH0330.The horizontal coordinates were scaled from a topographic map and have
 LH0330.an estimated accuracy of +/- 6 seconds.
 LH0330
 LH0330.The orthometric height was determined by differential leveling
 LH0330.and adjusted by the National Geodetic Survey in June 1991..
 LH0330
 LH0330.The geoid height was determined by GEOID03.
 LH0330
 LH0330.The dynamic height is computed by dividing the NAVD 88
 LH0330.geopotential number by the normal gravity value computed on the
 LH0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0330.degrees latitude (g = 980.6199 gals.).
 LH0330
 LH0330.The modeled gravity was interpolated from observed gravity values.
 LH0330
 LH0330;                    North         East    Units  Estimated Accuracy
 LH0330;SPC NE       -    72,410.      603,360.      MT  (+/- 180 meters Scaled)
 LH0330
 LH0330                          SUPERSEDED SURVEY CONTROL
 LH0330
 LH0330  NGVD 29 (??/??/92)  631.432  (m)         2071.62   (f) ADJ UNCH    2 0
 LH0330
 LH0330.Superseded values are not recommended for survey control.
 LH0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0330.See file dsdata.txt to determine how the superseded data were derived.
 LH0330
 LH0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK185809(NAD 83)
 LH0330_MARKER: DB = BENCH MARK DISK
 LH0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0330_STAMPING: L 168 1934
 LH0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0330+STABILITY: SURFACE MOTION
 LH0330
 LH0330  HISTORY     - Date     Condition        Report By
 LH0330  HISTORY     - 1934     MONUMENTED       CGS
 LH0330
 LH0330                          STATION DESCRIPTION
 LH0330
 LH0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0330'6.9 MI W FROM HOLSTEIN.
 LH0330'IN KEARNEY COUNTY, 6.9 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LH0330'AND QUINCY RAILROAD FROM THE WATER TOWER AT HOLSTEIN, ADAMS
 LH0330'COUNTY, AT A ROAD CROSSING, 42 FEET NORTH OF THE CENTERLINE
 LH0330'OF THE TRACK, AND 40 FEET EAST OF THE ROAD.  A STANDARD DISK,
 LH0330'STAMPED L 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0366 ***********************************************************************
 LH0366  DESIGNATION -  L 169 RESET
 LH0366  PID         -  LH0366
 LH0366  STATE/COUNTY-  NE/FRANKLIN
 LH0366  USGS QUAD   -  FRANKLIN (1974)
 LH0366
 LH0366                         *CURRENT SURVEY CONTROL
 LH0366  ___________________________________________________________________
 LH0366* NAD 83(1986)-  40 05 18.     (N)    098 57 10.     (W)     SCALED    
 LH0366* NAVD 88     -       556.92   (meters)    1827.2    (feet)  RESET     
 LH0366  ___________________________________________________________________
 LH0366  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 LH0366
 LH0366  VERT ORDER  -  THIRD
 LH0366
 LH0366.The horizontal coordinates were scaled from a topographic map and have
 LH0366.an estimated accuracy of +/- 6 seconds.
 LH0366
 LH0366.The orthometric height was computed from unverified reset data.
 LH0366
 LH0366.The geoid height was determined by GEOID03.
 LH0366
 LH0366;                    North         East    Units  Estimated Accuracy
 LH0366;SPC NE       -    28,860.      589,310.      MT  (+/- 180 meters Scaled)
 LH0366
 LH0366                          SUPERSEDED SURVEY CONTROL
 LH0366
 LH0366.No superseded survey control is available for this station.
 LH0366
 LH0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK040375(NAD 83)
 LH0366_MARKER: DB = BENCH MARK DISK
 LH0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0366_SP_SET: CULVERT
 LH0366_STAMPING: L 169 RESET 1951
 LH0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0366
 LH0366  HISTORY     - Date     Condition        Report By
 LH0366  HISTORY     - 1951     MONUMENTED       BOR
 LH0366
 LH0366                          STATION DESCRIPTION
 LH0366
 LH0366'DESCRIBED BY US BUREAU OF RECLAMATION 1951
 LH0366'AT FRANKLIN.
 LH0366'AT FRANKLIN, FRANKLIN COUNTY, ON THE CHICAGO, BURLINGTON
 LH0366'AND QUINCY RAILROAD, 77.6 FEET EAST OF THE EAST END OF THE
 LH0366'STATION, AT THE CROSSING OF STATE HIGHWAY 10, 77.7 FEET NORTH
 LH0366'OF THE CENTER LINE OF THE TRACK, AT A CONCRETE CULVERT UNDER
 LH0366'THE HIGHWAY, AND IN THE TOP OF THE WEST HEAD WALL.  A STANDARD
 LH0366'DISK, STAMPED L 169 RESET 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0565 ***********************************************************************
 ML0565  DESIGNATION -  L 17
 ML0565  PID         -  ML0565
 ML0565  STATE/COUNTY-  NE/CUSTER
 ML0565  USGS QUAD   -  SARGENT WEST (1978)
 ML0565
 ML0565                         *CURRENT SURVEY CONTROL
 ML0565  ___________________________________________________________________
 ML0565* NAD 83(1986)-  41 43 49.     (N)    099 22 32.     (W)     SCALED    
 ML0565* NAVD 88     -       718.390  (meters)    2356.92   (feet)  ADJUSTED  
 ML0565  ___________________________________________________________________
 ML0565  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 ML0565  DYNAMIC HT  -         718.041 (meters)    2355.77  (feet)  COMP
 ML0565  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 ML0565
 ML0565  VERT ORDER  -  FIRST     CLASS II
 ML0565
 ML0565.The horizontal coordinates were scaled from a topographic map and have
 ML0565.an estimated accuracy of +/- 6 seconds.
 ML0565
 ML0565.The orthometric height was determined by differential leveling
 ML0565.and adjusted by the National Geodetic Survey in June 1991..
 ML0565
 ML0565.The geoid height was determined by GEOID03.
 ML0565
 ML0565.The dynamic height is computed by dividing the NAVD 88
 ML0565.geopotential number by the normal gravity value computed on the
 ML0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0565.degrees latitude (g = 980.6199 gals.).
 ML0565
 ML0565.The modeled gravity was interpolated from observed gravity values.
 ML0565
 ML0565;                    North         East    Units  Estimated Accuracy
 ML0565;SPC NE       -   210,800.      551,940.      MT  (+/- 180 meters Scaled)
 ML0565
 ML0565                          SUPERSEDED SURVEY CONTROL
 ML0565
 ML0565  NGVD 29 (??/??/92)  718.135  (m)         2356.08   (f) ADJ UNCH    1 2
 ML0565
 ML0565.Superseded values are not recommended for survey control.
 ML0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0565.See file dsdata.txt to determine how the superseded data were derived.
 ML0565
 ML0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM687198(NAD 83)
 ML0565_MARKER: DB = BENCH MARK DISK
 ML0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0565+STABILITY: SURFACE MOTION
 ML0565
 ML0565  HISTORY     - Date     Condition        Report By
 ML0565  HISTORY     - UNK      MONUMENTED       CGS
 ML0565  HISTORY     - 1933     GOOD             NGS
 ML0565  HISTORY     - 1934     GOOD             NGS
 ML0565
 ML0565                          STATION DESCRIPTION
 ML0565
 ML0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0565'2.8 MI S FROM TAYLOR.
 ML0565'2.8 MILES SOUTH.  MARK IS 0.5 MILE SOUTH OF CUSTER-LOUP COUNTY
 ML0565'LINE, 0.4 MILE SOUTH OF IDLE HOUR RANCH, 350 FT. SOUTH OF CONCRETE
 ML0565'CULVERT, AND 30 FT. EAST OF THE CENTER OF HWY. 83, AND IS 2 FT.
 ML0565'WEST OF A FENCE.  IT IS 0.4 MILE NORTH OF A YELLOW HOUSE OWNED BY
 ML0565'J.Q. ADAMS AND 300 FT. NORTH OF A SMALL CONCRETE CULVERT.
 ML0565
 ML0565                          STATION RECOVERY (1934)
 ML0565
 ML0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ML0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1418 ***********************************************************************
 MK1418  DESIGNATION -  L 17 30
 MK1418  PID         -  MK1418
 MK1418  STATE/COUNTY-  NE/MERRICK
 MK1418  USGS QUAD   -  GENOA (1958)
 MK1418
 MK1418                         *CURRENT SURVEY CONTROL
 MK1418  ___________________________________________________________________
 MK1418* NAD 83(1986)-  41 23 59.     (N)    097 41 47.     (W)     SCALED    
 MK1418* NAVD 88     -       485.524  (meters)    1592.92   (feet)  ADJUSTED  
 MK1418  ___________________________________________________________________
 MK1418  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 MK1418  DYNAMIC HT  -         485.300 (meters)    1592.19  (feet)  COMP
 MK1418  MODELED GRAV-     980,145.9   (mgal)                       NAVD 88
 MK1418
 MK1418  VERT ORDER  -  SECOND    CLASS 0
 MK1418
 MK1418.The horizontal coordinates were scaled from a topographic map and have
 MK1418.an estimated accuracy of +/- 6 seconds.
 MK1418
 MK1418.The orthometric height was determined by differential leveling
 MK1418.and adjusted by the National Geodetic Survey in June 1991..
 MK1418
 MK1418.The geoid height was determined by GEOID03.
 MK1418
 MK1418.The dynamic height is computed by dividing the NAVD 88
 MK1418.geopotential number by the normal gravity value computed on the
 MK1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1418.degrees latitude (g = 980.6199 gals.).
 MK1418
 MK1418.The modeled gravity was interpolated from observed gravity values.
 MK1418
 MK1418;                    North         East    Units  Estimated Accuracy
 MK1418;SPC NE       -   176,470.      692,550.      MT  (+/- 180 meters Scaled)
 MK1418
 MK1418                          SUPERSEDED SURVEY CONTROL
 MK1418
 MK1418  NGVD 29 (??/??/92)  485.317  (m)         1592.24   (f) ADJ UNCH    2 0
 MK1418
 MK1418.Superseded values are not recommended for survey control.
 MK1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1418.See file dsdata.txt to determine how the superseded data were derived.
 MK1418
 MK1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL089839(NAD 83)
 MK1418_MARKER: DD = SURVEY DISK
 MK1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1418_STAMPING: L-17-30
 MK1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1418+STABILITY: SURFACE MOTION
 MK1418
 MK1418  HISTORY     - Date     Condition        Report By
 MK1418  HISTORY     - UNK      MONUMENTED       BOR
 MK1418  HISTORY     - 1950     GOOD             NGS
 MK1418
 MK1418                          STATION DESCRIPTION
 MK1418
 MK1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1418'4.4 MI SE FROM GENOA.
 MK1418'0.2 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1418'GENOA, THENCE 4.25 MILES SOUTHEAST ALONG STATE HIGHWAY 39, 0.1
 MK1418'MILE NORTHWEST OF A CURVE IN THE HIGHWAY, ON TOP OF A CUT, 10
 MK1418'FEET ABOVE THE LEVEL OF THE HIGHWAY, 49 FEET SOUTHWEST OF THE
 MK1418'CENTER LINE OF THE HIGHWAY, 2 FEET NORTHEAST OF A FENCE, 1.3 FEET
 MK1418'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1418'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1419 ***********************************************************************
 MK1419  DESIGNATION -  L 17 30 RESET
 MK1419  PID         -  MK1419
 MK1419  STATE/COUNTY-  NE/MERRICK
 MK1419  USGS QUAD   -  GENOA (1958)
 MK1419
 MK1419                         *CURRENT SURVEY CONTROL
 MK1419  ___________________________________________________________________
 MK1419* NAD 83(1986)-  41 23 57.     (N)    097 41 50.     (W)     SCALED    
 MK1419* NAVD 88     -       486.34   (meters)    1595.6    (feet)  RESET     
 MK1419  ___________________________________________________________________
 MK1419  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 MK1419
 MK1419  VERT ORDER  -  THIRD
 MK1419
 MK1419.The horizontal coordinates were scaled from a topographic map and have
 MK1419.an estimated accuracy of +/- 6 seconds.
 MK1419
 MK1419.The orthometric height was computed from unverified reset data.
 MK1419
 MK1419.The geoid height was determined by GEOID03.
 MK1419
 MK1419;                    North         East    Units  Estimated Accuracy
 MK1419;SPC NE       -   176,410.      692,480.      MT  (+/- 180 meters Scaled)
 MK1419
 MK1419                          SUPERSEDED SURVEY CONTROL
 MK1419
 MK1419  NGVD 29 (??/??/??)  486.13   (m)         1594.9    (f) RESET       3  
 MK1419
 MK1419.Superseded values are not recommended for survey control.
 MK1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1419.See file dsdata.txt to determine how the superseded data were derived.
 MK1419
 MK1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL089838(NAD 83)
 MK1419_MARKER: DB = BENCH MARK DISK
 MK1419_SETTING: 0 = UNSPECIFIED SETTING
 MK1419_STAMPING: L-17-30 RESET 1960
 MK1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1419
 MK1419  HISTORY     - Date     Condition        Report By
 MK1419  HISTORY     - 1960     MONUMENTED       CGS
 MK1419
 MK1419                          STATION DESCRIPTION
 MK1419
 MK1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1419'4.4 MI SE FROM GENOA.
 MK1419'0.2 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1419'GENOA, THENCE 4.25 MILES SOUTHEAST ALONG STATE HIGHWAY 39, 0.3
 MK1419'MILE NORTH OF COUNTY-LINE, 106 FEET SOUTHWEST OF THE CENTER OF
 MK1419'STATE HIGHWAY 39, ONE FOOT NORTHEAST OF FENCE AND A NEW STEEL
 MK1419'WITNESS POST AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1904 ***********************************************************************
 MK1904  DESIGNATION -  L 17 36
 MK1904  PID         -  MK1904
 MK1904  STATE/COUNTY-  NE/PLATTE
 MK1904  USGS QUAD   -  DUNCAN (1976)
 MK1904
 MK1904                         *CURRENT SURVEY CONTROL
 MK1904  ___________________________________________________________________
 MK1904* NAD 83(1995)-  41 24 37.70219(N)    097 29 49.58335(W)     ADJUSTED  
 MK1904* NAVD 88     -       483.     (meters)    1585.     (feet)  SCALED    
 MK1904  ___________________________________________________________________
 MK1904  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 MK1904  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 MK1904
 MK1904  HORZ ORDER  -  SECOND
 MK1904
 MK1904.The horizontal coordinates were established by classical geodetic methods
 MK1904.and adjusted by the National Geodetic Survey in August 1997..
 MK1904
 MK1904.The orthometric height was scaled from a topographic map.
 MK1904
 MK1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1904
 MK1904.The geoid height was determined by GEOID03.
 MK1904
 MK1904;                    North         East     Units Scale Factor Converg.
 MK1904;SPC NE       -   178,130.153   709,169.200   MT  0.99965998   +1 39 31.2
 MK1904;UTM  14      - 4,585,414.876   625,610.083   MT  0.99979417   +0 59 39.2
 MK1904
 MK1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1904!SPC NE       -   0.99992818  x   0.99965998  =   0.99958818
 MK1904!UTM  14      -   0.99992818  x   0.99979417  =   0.99972236
 MK1904
 MK1904                          SUPERSEDED SURVEY CONTROL
 MK1904
 MK1904  NAD 83(1986)-  41 24 37.71189(N)    097 29 49.58714(W) AD(       ) 2
 MK1904  NAD 27      -  41 24 37.66300(N)    097 29 48.42400(W) AD(       ) 2
 MK1904
 MK1904.Superseded values are not recommended for survey control.
 MK1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1904.See file dsdata.txt to determine how the superseded data were derived.
 MK1904
 MK1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2561085415(NAD 83)
 MK1904_MARKER: DD = SURVEY DISK
 MK1904_SETTING: 0 = UNSPECIFIED SETTING
 MK1904
 MK1904  HISTORY     - Date     Condition        Report By
 MK1904  HISTORY     - 1950     MONUMENTED       BOR
 MK1904
 MK1904                          STATION DESCRIPTION
 MK1904
 MK1904'DESCRIBED BY US BUREAU OF RECLAMATION 1950 (JCT)
 MK1904'STATION IS LOCATED ABOUT 7 MILES WEST SOUTHWEST OF COLUMBUS AND
 MK1904'1-1/4 MILES NORTH OF DUNCAN ON THE HIGHEST POINT OF A GROUP OF
 MK1904'ROLLING SAND HILLS IN PASTURE LAND.  THE MARK PROJECTS ABOUT
 MK1904'2 INCHES AND THE DISK IS STAMPED L-17-36.
 MK1904'
 MK1904'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ADAM
 MK1904'AND THE DISTANCE IS 7.539 METERS (24.73 FEET) SOUTH OF STATION.
 MK1904'
 MK1904'TO REACH FROM THE POST OFFICE IN DUNCAN GO NORTH FOR 0.4 MILE
 MK1904'TO CROSSROADS.  CONTINUE NORTH ON GRAVEL ROAD FOR 0.8 MILE TO
 MK1904'WIRE GATE ON LEFT JUST NORTH OF DRIVEWAY TO FARMHOUSE.  TURN
 MK1904'LEFT THROUGH GATE AND GO NORTHWEST ACROSS PASTURE FOR 0.3 MILE
 MK1904'TO HIGHEST POINT AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0316 ***********************************************************************
 LH0316  DESIGNATION -  L 170
 LH0316  PID         -  LH0316
 LH0316  STATE/COUNTY-  NE/CLAY
 LH0316  USGS QUAD   -  FAIRFIELD SE (1960)
 LH0316
 LH0316                         *CURRENT SURVEY CONTROL
 LH0316  ___________________________________________________________________
 LH0316* NAD 83(1986)-  40 21 36.     (N)    098 00 52.     (W)     SCALED    
 LH0316* NAVD 88     -       526.112  (meters)    1726.09   (feet)  ADJUSTED  
 LH0316  ___________________________________________________________________
 LH0316  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 LH0316  DYNAMIC HT  -         525.808 (meters)    1725.09  (feet)  COMP
 LH0316  MODELED GRAV-     980,030.7   (mgal)                       NAVD 88
 LH0316
 LH0316  VERT ORDER  -  SECOND    CLASS 0
 LH0316
 LH0316.The horizontal coordinates were scaled from a topographic map and have
 LH0316.an estimated accuracy of +/- 6 seconds.
 LH0316
 LH0316.The orthometric height was determined by differential leveling
 LH0316.and adjusted by the National Geodetic Survey in June 1991..
 LH0316
 LH0316.The geoid height was determined by GEOID03.
 LH0316
 LH0316.The dynamic height is computed by dividing the NAVD 88
 LH0316.geopotential number by the normal gravity value computed on the
 LH0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0316.degrees latitude (g = 980.6199 gals.).
 LH0316
 LH0316.The modeled gravity was interpolated from observed gravity values.
 LH0316
 LH0316;                    North         East    Units  Estimated Accuracy
 LH0316;SPC NE       -    60,410.      668,620.      MT  (+/- 180 meters Scaled)
 LH0316
 LH0316                          SUPERSEDED SURVEY CONTROL
 LH0316
 LH0316  NGVD 29 (??/??/92)  525.913  (m)         1725.43   (f) ADJ UNCH    2 0
 LH0316
 LH0316.Superseded values are not recommended for survey control.
 LH0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0316.See file dsdata.txt to determine how the superseded data were derived.
 LH0316
 LH0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK836681(NAD 83)
 LH0316_MARKER: DB = BENCH MARK DISK
 LH0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0316_STAMPING: L 170 1934
 LH0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0316+STABILITY: SURFACE MOTION
 LH0316
 LH0316  HISTORY     - Date     Condition        Report By
 LH0316  HISTORY     - 1934     MONUMENTED       CGS
 LH0316
 LH0316                          STATION DESCRIPTION
 LH0316
 LH0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0316'2.5 MI W FROM EDGAR.
 LH0316'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0316'FROM THE UNION PACIFIC RAILROAD STATION AT EDGAR, CLAY COUNTY,
 LH0316'0.2 MILE NORTH OF A FARMHOUSE, 8 RAILS WEST OF A ROAD CROSSING,
 LH0316'AND 64 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LH0316'DISK, STAMPED L 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0568 ***********************************************************************
 LG0568  DESIGNATION -  L 171
 LG0568  PID         -  LG0568
 LG0568  STATE/COUNTY-  NE/JEFFERSON
 LG0568  USGS QUAD   -  FAIRBURY (1980)
 LG0568
 LG0568                         *CURRENT SURVEY CONTROL
 LG0568  ___________________________________________________________________
 LG0568* NAD 83(1986)-  40 10 23.     (N)    097 12 28.     (W)     SCALED    
 LG0568* NAVD 88     -       404.694  (meters)    1327.73   (feet)  ADJUSTED  
 LG0568  ___________________________________________________________________
 LG0568  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 LG0568  DYNAMIC HT  -         404.465 (meters)    1326.98  (feet)  COMP
 LG0568  MODELED GRAV-     980,045.8   (mgal)                       NAVD 88
 LG0568
 LG0568  VERT ORDER  -  SECOND    CLASS 0
 LG0568
 LG0568.The horizontal coordinates were scaled from a topographic map and have
 LG0568.an estimated accuracy of +/- 6 seconds.
 LG0568
 LG0568.The orthometric height was determined by differential leveling
 LG0568.and adjusted by the National Geodetic Survey in June 1991..
 LG0568
 LG0568.The geoid height was determined by GEOID03.
 LG0568
 LG0568.The dynamic height is computed by dividing the NAVD 88
 LG0568.geopotential number by the normal gravity value computed on the
 LG0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0568.degrees latitude (g = 980.6199 gals.).
 LG0568
 LG0568.The modeled gravity was interpolated from observed gravity values.
 LG0568
 LG0568;                    North         East    Units  Estimated Accuracy
 LG0568;SPC NE       -    41,560.      737,780.      MT  (+/- 180 meters Scaled)
 LG0568
 LG0568                          SUPERSEDED SURVEY CONTROL
 LG0568
 LG0568  NGVD 29 (??/??/92)  404.546  (m)         1327.25   (f) ADJ UNCH    2 0
 LG0568
 LG0568.Superseded values are not recommended for survey control.
 LG0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0568.See file dsdata.txt to determine how the superseded data were derived.
 LG0568
 LG0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK526485(NAD 83)
 LG0568_MARKER: DB = BENCH MARK DISK
 LG0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0568_SP_SET: BRIDGE
 LG0568_STAMPING: L 171 1934
 LG0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0568
 LG0568  HISTORY     - Date     Condition        Report By
 LG0568  HISTORY     - 1934     MONUMENTED       CGS
 LG0568  HISTORY     - 1981     POOR             LOCENG
 LG0568
 LG0568                          STATION DESCRIPTION
 LG0568
 LG0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0568'3.1 MI NW FROM FAIRBURY.
 LG0568'3.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0568'COUNTY COURTHOUSE AT FAIRBURY, JEFFERSON COUNTY, 3 POLES EAST
 LG0568'OF MILEPOST 156, 50 FEET NORTH OF RAILROAD BRIDGE 155+93, AT A
 LG0568'HIGHWAY BRIDGE, AND IN THE TOP OF THE SOUTH CONCRETE HEADWALL.
 LG0568'A STANDARD DISK, STAMPED L 171 1934.
 LG0568
 LG0568                          STATION RECOVERY (1981)
 LG0568
 LG0568'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0568'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0542 ***********************************************************************
 LG0542  DESIGNATION -  L 172
 LG0542  PID         -  LG0542
 LG0542  STATE/COUNTY-  NE/THAYER
 LG0542  USGS QUAD   -  HUBBELL (1980)
 LG0542
 LG0542                         *CURRENT SURVEY CONTROL
 LG0542  ___________________________________________________________________
 LG0542* NAD 83(1986)-  40 03 23.     (N)    097 24 52.     (W)     SCALED    
 LG0542* NAVD 88     -       433.027  (meters)    1420.69   (feet)  ADJUSTED  
 LG0542  ___________________________________________________________________
 LG0542  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 LG0542  DYNAMIC HT  -         432.780 (meters)    1419.88  (feet)  COMP
 LG0542  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 LG0542
 LG0542  VERT ORDER  -  SECOND    CLASS 0
 LG0542
 LG0542.The horizontal coordinates were scaled from a topographic map and have
 LG0542.an estimated accuracy of +/- 6 seconds.
 LG0542
 LG0542.The orthometric height was determined by differential leveling
 LG0542.and adjusted by the National Geodetic Survey in June 1991..
 LG0542
 LG0542.The geoid height was determined by GEOID03.
 LG0542
 LG0542.The dynamic height is computed by dividing the NAVD 88
 LG0542.geopotential number by the normal gravity value computed on the
 LG0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0542.degrees latitude (g = 980.6199 gals.).
 LG0542
 LG0542.The modeled gravity was interpolated from observed gravity values.
 LG0542
 LG0542;                    North         East    Units  Estimated Accuracy
 LG0542;SPC NE       -    28,070.      720,570.      MT  (+/- 180 meters Scaled)
 LG0542
 LG0542                          SUPERSEDED SURVEY CONTROL
 LG0542
 LG0542  NGVD 29 (??/??/92)  432.873  (m)         1420.18   (f) ADJ UNCH    2 0
 LG0542
 LG0542.Superseded values are not recommended for survey control.
 LG0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0542.See file dsdata.txt to determine how the superseded data were derived.
 LG0542
 LG0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK352352(NAD 83)
 LG0542_MARKER: DB = BENCH MARK DISK
 LG0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0542_SP_SET: CULVERT
 LG0542_STAMPING: L 172 1934
 LG0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0542
 LG0542  HISTORY     - Date     Condition        Report By
 LG0542  HISTORY     - 1934     MONUMENTED       CGS
 LG0542
 LG0542                          STATION DESCRIPTION
 LG0542
 LG0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0542'4.2 MI SW FROM REYNOLDS.
 LG0542'IN THAYER COUNTY, 4.2 MILES SOUTHWEST ALONG THE CHICAGO,
 LG0542'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT REYNOLDS,
 LG0542'JEFFERSON COUNTY, ABOUT 1/4 MILE EAST OF MILEPOST 133, TWO RAILS
 LG0542'WEST OF A PRIVATE-ROAD CROSSING, AT A CONCRETE CULVERT, AND IN
 LG0542'THE TOP OF THE NORTH HEADWALL.  A STANDARD DISK, STAMPED L 172
 LG0542'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0619 ***********************************************************************
 LG0619  DESIGNATION -  L 173
 LG0619  PID         -  LG0619
 LG0619  STATE/COUNTY-  NE/THAYER
 LG0619  USGS QUAD   -  BRUNING (1960)
 LG0619
 LG0619                         *CURRENT SURVEY CONTROL
 LG0619  ___________________________________________________________________
 LG0619* NAD 83(1986)-  40 19 18.     (N)    097 34 02.     (W)     SCALED    
 LG0619* NAVD 88     -       482.835  (meters)    1584.10   (feet)  ADJUSTED  
 LG0619  ___________________________________________________________________
 LG0619  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 LG0619  DYNAMIC HT  -         482.552 (meters)    1583.17  (feet)  COMP
 LG0619  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 LG0619
 LG0619  VERT ORDER  -  SECOND    CLASS 0
 LG0619
 LG0619.The horizontal coordinates were scaled from a topographic map and have
 LG0619.an estimated accuracy of +/- 6 seconds.
 LG0619
 LG0619.The orthometric height was determined by differential leveling
 LG0619.and adjusted by the National Geodetic Survey in June 1991..
 LG0619
 LG0619.The geoid height was determined by GEOID03.
 LG0619
 LG0619.The dynamic height is computed by dividing the NAVD 88
 LG0619.geopotential number by the normal gravity value computed on the
 LG0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0619.degrees latitude (g = 980.6199 gals.).
 LG0619
 LG0619.The modeled gravity was interpolated from observed gravity values.
 LG0619
 LG0619;                    North         East    Units  Estimated Accuracy
 LG0619;SPC NE       -    57,130.      706,710.      MT  (+/- 180 meters Scaled)
 LG0619
 LG0619                          SUPERSEDED SURVEY CONTROL
 LG0619
 LG0619  NGVD 29 (??/??/92)  482.652  (m)         1583.50   (f) ADJ UNCH    2 0
 LG0619
 LG0619.Superseded values are not recommended for survey control.
 LG0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0619.See file dsdata.txt to determine how the superseded data were derived.
 LG0619
 LG0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK217644(NAD 83)
 LG0619_MARKER: DB = BENCH MARK DISK
 LG0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0619_STAMPING: L 173 1934
 LG0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0619+STABILITY: SURFACE MOTION
 LG0619
 LG0619  HISTORY     - Date     Condition        Report By
 LG0619  HISTORY     - 1934     MONUMENTED       CGS
 LG0619  HISTORY     - 1941     GOOD             NGS
 LG0619
 LG0619                          STATION DESCRIPTION
 LG0619
 LG0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0619'1.2 MI S FROM BRUNING.
 LG0619'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0619'FROM THE STATION AT BRUNING, THAYER COUNTY, AT THE CROSSING OF
 LG0619'STATE HIGHWAY 4, 45 FEET WEST OF THE CENTER LINE OF THE TRACK,
 LG0619'38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND UNDER A
 LG0619'POWER-TRANSMISSION LINE.  A STANDARD DISK, STAMPED L 173 1934 AND
 LG0619'SET IN THE TOP OF A CONCRETE POST.
 LG0619
 LG0619                          STATION RECOVERY (1941)
 LG0619
 LG0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LG0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0620 ***********************************************************************
 LG0620  DESIGNATION -  L 173 RESET
 LG0620  PID         -  LG0620
 LG0620  STATE/COUNTY-  NE/THAYER
 LG0620  USGS QUAD   -  BRUNING (1960)
 LG0620
 LG0620                         *CURRENT SURVEY CONTROL
 LG0620  ___________________________________________________________________
 LG0620* NAD 83(1986)-  40 19 18.     (N)    097 34 02.     (W)     SCALED    
 LG0620* NAVD 88     -       482.93   (meters)    1584.4    (feet)  RESET     
 LG0620  ___________________________________________________________________
 LG0620  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 LG0620
 LG0620  VERT ORDER  -  THIRD
 LG0620
 LG0620.The horizontal coordinates were scaled from a topographic map and have
 LG0620.an estimated accuracy of +/- 6 seconds.
 LG0620
 LG0620.The orthometric height was computed from unverified reset data.
 LG0620
 LG0620.The geoid height was determined by GEOID03.
 LG0620
 LG0620;                    North         East    Units  Estimated Accuracy
 LG0620;SPC NE       -    57,130.      706,710.      MT  (+/- 180 meters Scaled)
 LG0620
 LG0620                          SUPERSEDED SURVEY CONTROL
 LG0620
 LG0620.No superseded survey control is available for this station.
 LG0620
 LG0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK217644(NAD 83)
 LG0620_MARKER: DB = BENCH MARK DISK
 LG0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0620_STAMPING: L 173 RESET 1968
 LG0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0620+STABILITY: SURFACE MOTION
 LG0620
 LG0620  HISTORY     - Date     Condition        Report By
 LG0620  HISTORY     - 1968     MONUMENTED       CGS
 LG0620
 LG0620                          STATION DESCRIPTION
 LG0620
 LG0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LG0620'1.2 MI S FROM BRUNING.
 LG0620'ABOUT 1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0620'RAILROAD FROM THE STATION AT BRUNING, AT THE CROSSING OF STATE
 LG0620'HIGHWAY 4, 48 FEET WEST OF THE CENTER LINE OF THE TRACK, 65 FEET
 LG0620'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND BESIDE THE RAILROAD
 LG0620'RIGHT-OF-WAY FENCE, BELIEVED TO BE SET IN THE TOP OF A CONCRETE
 LG0620'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0211 ***********************************************************************
 LG0211  DESIGNATION -  L 175
 LG0211  PID         -  LG0211
 LG0211  STATE/COUNTY-  NE/PAWNEE
 LG0211  USGS QUAD   -  PAWNEE CITY (1965)
 LG0211
 LG0211                         *CURRENT SURVEY CONTROL
 LG0211  ___________________________________________________________________
 LG0211* NAD 83(1986)-  40 07 01.     (N)    096 09 42.     (W)     SCALED    
 LG0211* NAVD 88     -       363.049  (meters)    1191.10   (feet)  ADJUSTED  
 LG0211  ___________________________________________________________________
 LG0211  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 LG0211  DYNAMIC HT  -         362.850 (meters)    1190.45  (feet)  COMP
 LG0211  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 LG0211
 LG0211  VERT ORDER  -  SECOND    CLASS 0
 LG0211
 LG0211.The horizontal coordinates were scaled from a topographic map and have
 LG0211.an estimated accuracy of +/- 6 seconds.
 LG0211
 LG0211.The orthometric height was determined by differential leveling
 LG0211.and adjusted by the National Geodetic Survey in June 1991..
 LG0211
 LG0211.The geoid height was determined by GEOID03.
 LG0211
 LG0211.The dynamic height is computed by dividing the NAVD 88
 LG0211.geopotential number by the normal gravity value computed on the
 LG0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0211.degrees latitude (g = 980.6199 gals.).
 LG0211
 LG0211.The modeled gravity was interpolated from observed gravity values.
 LG0211
 LG0211;                    North         East    Units  Estimated Accuracy
 LG0211;SPC NE       -    38,750.      827,090.      MT  (+/- 180 meters Scaled)
 LG0211
 LG0211                          SUPERSEDED SURVEY CONTROL
 LG0211
 LG0211  NGVD 29 (??/??/92)  362.943  (m)         1190.76   (f) ADJ UNCH    2 0
 LG0211
 LG0211.Superseded values are not recommended for survey control.
 LG0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0211.See file dsdata.txt to determine how the superseded data were derived.
 LG0211
 LG0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK418445(NAD 83)
 LG0211_MARKER: DB = BENCH MARK DISK
 LG0211_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0211+WITH SETTING: PAVEMENT
 LG0211_SP_SET: WATER TOWER FOOTING
 LG0211_STAMPING: L 175 1934
 LG0211_MARK LOGO: CGS   
 LG0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0211+STABILITY: SURFACE MOTION
 LG0211
 LG0211  HISTORY     - Date     Condition        Report By
 LG0211  HISTORY     - 1934     MONUMENTED       CGS
 LG0211  HISTORY     - 20031103 GOOD             NEDR
 LG0211
 LG0211                          STATION DESCRIPTION
 LG0211
 LG0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0211'AT PAWNEE CITY.
 LG0211'AT PAWNEE CITY, PAWNEE COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0211'QUINCY RAILROAD, 300 FEET NORTHWEST OF THE STATION, 100 FEET WEST
 LG0211'OF THE CENTER LINE OF THE MAIN TRACK, AT THE WATER TOWER, AND IN
 LG0211'THE SOUTHEAST CONCRETE FOOTING.  A STANDARD DISK, STAMPED L 175
 LG0211'1934.
 LG0211
 LG0211                          STATION RECOVERY (2003)
 LG0211
 LG0211'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (JC)
 LG0211'FROM THE JUNCTION OF HWY 8 AND HWY 50 IN PAWNEE CITY, GO NORTH ON HWY
 LG0211'50 TO THE INTERSECTION OF HWY 50 AND 14TH STREET. TURN LEFT (WEST) AND
 LG0211'FOLLOW 14TH STREET TO CB AND Q RAILROAD AND BENCHMARK 100 FEET WEST OF
 LG0211'TRACK. 36.0 FEET NORTH OF CENTERLINE OF 14TH STREET (CO RD P-31),
 LG0211'100.0 WEST OF CENTERLINE OF THE MAIN TRACK, NEAR FIBERGLASS WITNESS
 LG0211'POST, BM IN THE SOUTHEAST FOOTING OF WATER TOWER (ABANDONED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0171 ***********************************************************************
 LG0171  DESIGNATION -  L 176
 LG0171  PID         -  LG0171
 LG0171  STATE/COUNTY-  NE/JOHNSON
 LG0171  USGS QUAD   -  CRAB ORCHARD (1965)
 LG0171
 LG0171                         *CURRENT SURVEY CONTROL
 LG0171  ___________________________________________________________________
 LG0171* NAD 83(1986)-  40 20 18.     (N)    096 25 05.     (W)     SCALED    
 LG0171* NAVD 88     -       388.214  (meters)    1273.67   (feet)  ADJUSTED  
 LG0171  ___________________________________________________________________
 LG0171  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 LG0171  DYNAMIC HT  -         388.010 (meters)    1273.00  (feet)  COMP
 LG0171  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 LG0171
 LG0171  VERT ORDER  -  SECOND    CLASS 0
 LG0171
 LG0171.The horizontal coordinates were scaled from a topographic map and have
 LG0171.an estimated accuracy of +/- 6 seconds.
 LG0171
 LG0171.The orthometric height was determined by differential leveling
 LG0171.and adjusted by the National Geodetic Survey in June 1991..
 LG0171
 LG0171.The geoid height was determined by GEOID03.
 LG0171
 LG0171.The dynamic height is computed by dividing the NAVD 88
 LG0171.geopotential number by the normal gravity value computed on the
 LG0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0171.degrees latitude (g = 980.6199 gals.).
 LG0171
 LG0171.The modeled gravity was interpolated from observed gravity values.
 LG0171
 LG0171;                    North         East    Units  Estimated Accuracy
 LG0171;SPC NE       -    62,370.      804,230.      MT  (+/- 180 meters Scaled)
 LG0171
 LG0171                          SUPERSEDED SURVEY CONTROL
 LG0171
 LG0171  NGVD 29 (??/??/92)  388.109  (m)         1273.32   (f) ADJ UNCH    2 0
 LG0171
 LG0171.Superseded values are not recommended for survey control.
 LG0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0171.See file dsdata.txt to determine how the superseded data were derived.
 LG0171
 LG0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK193685(NAD 83)
 LG0171_MARKER: DB = BENCH MARK DISK
 LG0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0171_SP_SET: CONCRETE PIER
 LG0171_STAMPING: L 176 1934
 LG0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0171
 LG0171  HISTORY     - Date     Condition        Report By
 LG0171  HISTORY     - 1934     MONUMENTED       CGS
 LG0171  HISTORY     - 1964     GOOD             USGS
 LG0171
 LG0171                          STATION DESCRIPTION
 LG0171
 LG0171'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LG0171'AT CRAB ORCHARD.
 LG0171'ON THE EAST SIDE OF THE TOWN OF CRAB ORCHARD ALONG A NORTH-SOUTH
 LG0171'COUNTY ROAD, 650 FEET NORTH ALONG ROAD FROM BRIDGE OVER
 LG0171'YANKEE CREEK, THENCE 370 FT. SW ALONG A POWER LINE, 32 FT. WSW
 LG0171'OF POWER POLE, ON THE NORTH SIDE OF YANKEE CREEK, IN TOP OF
 LG0171'SE CONCRETE PIER OF A DESTROYED RR BRIDGE, IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0495 ***********************************************************************
 LF0495  DESIGNATION -  L 177
 LF0495  PID         -  LF0495
 LF0495  STATE/COUNTY-  NE/NEMAHA
 LF0495  USGS QUAD   -  AUBURN (1966)
 LF0495
 LF0495                         *CURRENT SURVEY CONTROL
 LF0495  ___________________________________________________________________
 LF0495* NAD 83(1986)-  40 22 33.     (N)    095 50 56.     (W)     SCALED    
 LF0495* NAVD 88     -       320.973  (meters)    1053.06   (feet)  ADJUSTED  
 LF0495  ___________________________________________________________________
 LF0495  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LF0495  DYNAMIC HT  -         320.801 (meters)    1052.49  (feet)  COMP
 LF0495  MODELED GRAV-     980,080.4   (mgal)                       NAVD 88
 LF0495
 LF0495  VERT ORDER  -  SECOND    CLASS 0
 LF0495
 LF0495.The horizontal coordinates were scaled from a topographic map and have
 LF0495.an estimated accuracy of +/- 6 seconds.
 LF0495
 LF0495.The orthometric height was determined by differential leveling
 LF0495.and adjusted by the National Geodetic Survey in June 1991..
 LF0495
 LF0495.The geoid height was determined by GEOID03.
 LF0495
 LF0495.The dynamic height is computed by dividing the NAVD 88
 LF0495.geopotential number by the normal gravity value computed on the
 LF0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0495.degrees latitude (g = 980.6199 gals.).
 LF0495
 LF0495.The modeled gravity was interpolated from observed gravity values.
 LF0495
 LF0495;                    North         East    Units  Estimated Accuracy
 LF0495;SPC NE       -    68,700.      852,340.      MT  (+/- 180 meters Scaled)
 LF0495
 LF0495                          SUPERSEDED SURVEY CONTROL
 LF0495
 LF0495  NGVD 29 (??/??/92)  320.883  (m)         1052.76   (f) ADJ UNCH    2 0
 LF0495
 LF0495.Superseded values are not recommended for survey control.
 LF0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0495.See file dsdata.txt to determine how the superseded data were derived.
 LF0495
 LF0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE581733(NAD 83)
 LF0495_MARKER: DB = BENCH MARK DISK
 LF0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0495_SP_SET: FOOTING
 LF0495_STAMPING: L 177 1934
 LF0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0495
 LF0495  HISTORY     - Date     Condition        Report By
 LF0495  HISTORY     - 1934     MONUMENTED       CGS
 LF0495  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0495
 LF0495                          STATION DESCRIPTION
 LF0495
 LF0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0495'AT AUBURN.
 LF0495'AT AUBURN, NEMAHA COUNTY, IN THE PORTION OF TOWN KNOWN AS SOUTH
 LF0495'AUBURN, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, AT THE
 LF0495'RAILROAD WATER TOWER, AND IN THE TOP OF THE SOUTHEAST CONCRETE
 LF0495'FOOTING.  A STANDARD DISK, STAMPED L 177 1934.  NOTE-- THE
 LF0495'RAILROAD WATER TOWER IS NO LONGER THERE, THE CONC. FOOTING FOR THE
 LF0495'WATER TOWER IS STILL BUT BM WAS NOT FOUND.
 LF0495
 LF0495                          STATION RECOVERY (1964)
 LF0495
 LF0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0478 ***********************************************************************
 NN0478  DESIGNATION -  L 18
 NN0478  PID         -  NN0478
 NN0478  STATE/COUNTY-  NE/ROCK
 NN0478  USGS QUAD   -  HAGAN LAKE NE (1982)
 NN0478
 NN0478                         *CURRENT SURVEY CONTROL
 NN0478  ___________________________________________________________________
 NN0478* NAD 83(1986)-  42 23 26.     (N)    099 31 40.     (W)     SCALED    
 NN0478* NAVD 88     -       754.710  (meters)    2476.08   (feet)  ADJUSTED  
 NN0478  ___________________________________________________________________
 NN0478  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 NN0478  DYNAMIC HT  -         754.392 (meters)    2475.03  (feet)  COMP
 NN0478  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 NN0478
 NN0478  VERT ORDER  -  FIRST     CLASS II
 NN0478
 NN0478.The horizontal coordinates were scaled from a topographic map and have
 NN0478.an estimated accuracy of +/- 6 seconds.
 NN0478
 NN0478.The orthometric height was determined by differential leveling
 NN0478.and adjusted by the National Geodetic Survey in June 1991..
 NN0478
 NN0478.The geoid height was determined by GEOID03.
 NN0478
 NN0478.The dynamic height is computed by dividing the NAVD 88
 NN0478.geopotential number by the normal gravity value computed on the
 NN0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0478.degrees latitude (g = 980.6199 gals.).
 NN0478
 NN0478.The modeled gravity was interpolated from observed gravity values.
 NN0478
 NN0478;                    North         East    Units  Estimated Accuracy
 NN0478;SPC NE       -   284,030.      538,880.      MT  (+/- 180 meters Scaled)
 NN0478
 NN0478                          SUPERSEDED SURVEY CONTROL
 NN0478
 NN0478  NGVD 29 (??/??/92)  754.453  (m)         2475.23   (f) ADJ UNCH    1 2
 NN0478
 NN0478.Superseded values are not recommended for survey control.
 NN0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0478.See file dsdata.txt to determine how the superseded data were derived.
 NN0478
 NN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM565932(NAD 83)
 NN0478_MARKER: DB = BENCH MARK DISK
 NN0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0478_STAMPING: L 18 1933
 NN0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0478+STABILITY: SURFACE MOTION
 NN0478
 NN0478  HISTORY     - Date     Condition        Report By
 NN0478  HISTORY     - 1933     MONUMENTED       CGS
 NN0478  HISTORY     - 1934     GOOD             NGS
 NN0478
 NN0478                          STATION DESCRIPTION
 NN0478
 NN0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NN0478'13.8 MI S FROM BASSETT.
 NN0478'13-3/4 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM BASSETT, ROCK
 NN0478'COUNTY, ABOUT 4-1/4 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY
 NN0478'55, ACROSS A ROAD TO THE WEST FROM A SMALL POND, 37 FEET WEST OF
 NN0478'THE CENTER LINE OF THE HIGHWAY, ABOUT 3 YARDS WEST OF A CORNER
 NN0478'FENCE POST, AND ABOUT 1 YARD NORTH OF THE FENCE.  A STANDARD
 NN0478'DISK, STAMPED 2475.235 L 18 1933 AND SET IN THE TOP OF A CONCRETE
 NN0478'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0172 ***********************************************************************
 NN0172  DESIGNATION -  L 2
 NN0172  PID         -  NN0172
 NN0172  STATE/COUNTY-  NE/HOLT
 NN0172  USGS QUAD   -  PAGE (1986)
 NN0172
 NN0172                         *CURRENT SURVEY CONTROL
 NN0172  ___________________________________________________________________
 NN0172* NAD 83(1986)-  42 25 22.     (N)    098 25 12.     (W)     SCALED    
 NN0172* NAVD 88     -       611.277  (meters)    2005.50   (feet)  ADJUSTED  
 NN0172  ___________________________________________________________________
 NN0172  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 NN0172  DYNAMIC HT  -         611.038 (meters)    2004.71  (feet)  COMP
 NN0172  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 NN0172
 NN0172  VERT ORDER  -  FIRST     CLASS II
 NN0172
 NN0172.The horizontal coordinates were scaled from a topographic map and have
 NN0172.an estimated accuracy of +/- 6 seconds.
 NN0172
 NN0172.The orthometric height was determined by differential leveling
 NN0172.and adjusted by the National Geodetic Survey in June 1991..
 NN0172.WARNING-Repeat measurements at this control monument indicate possible
 NN0172.vertical movement.
 NN0172
 NN0172.The geoid height was determined by GEOID03.
 NN0172
 NN0172.The dynamic height is computed by dividing the NAVD 88
 NN0172.geopotential number by the normal gravity value computed on the
 NN0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0172.degrees latitude (g = 980.6199 gals.).
 NN0172
 NN0172.The modeled gravity was interpolated from observed gravity values.
 NN0172
 NN0172;                    North         East    Units  Estimated Accuracy
 NN0172;SPC NE       -   288,700.      630,000.      MT  (+/- 180 meters Scaled)
 NN0172
 NN0172                          SUPERSEDED SURVEY CONTROL
 NN0172
 NN0172  NGVD 29 (??/??/92)  611.073  (m)         2004.83   (f) ADJ UNCH    1 2
 NN0172
 NN0172.Superseded values are not recommended for survey control.
 NN0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0172.See file dsdata.txt to determine how the superseded data were derived.
 NN0172
 NN0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM477968(NAD 83)
 NN0172_MARKER: DB = BENCH MARK DISK
 NN0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0172+STABILITY: SURFACE MOTION
 NN0172
 NN0172  HISTORY     - Date     Condition        Report By
 NN0172  HISTORY     - UNK      MONUMENTED       CGS
 NN0172  HISTORY     - 1946     GOOD             NGS
 NN0172  HISTORY     - 19971129 MARK NOT FOUND   LOCSUR
 NN0172
 NN0172                          STATION DESCRIPTION
 NN0172
 NN0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0172'1.7 MI N FROM PAGE.
 NN0172'1.7 MILES NORTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0172'AT PAGE, HOLT COUNTY, THENCE 0.1 MILE WEST ALONG A GRADED DIRT
 NN0172'ROAD, 142 FEET EAST OF A NORTH-AND-SOUTH FENCE LINE, 50 YARDS
 NN0172'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 35 FEET NORTH
 NN0172'OF THE CENTERLINE OF THE DIRT ROAD, 9.7 FEET NORTH OF A FENCE,
 NN0172'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0172'ROAD.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS
 NN0172'USBM IN THE TOP OF A LIMESTONE POST.
 NN0172
 NN0172                          STATION RECOVERY (1997)
 NN0172
 NN0172'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0172'THIS MONUMENT SHOULD BE CONSIDERED LOST.  THE HOUSE DESCRIBED IN THE
 NN0172'1946 REPORT NO LONGER EXISTS AS WELL AS THE FENCE ALONG THE NORTH SIDE
 NN0172'OF THE ROAD.  A CONSIDERABLE AMOUNT OF GRADING HAS BEEN DONE IN THIS
 NN0172'AREA AND IF THE DISTANCE OF 35 FEET (10.7 M) FROM THE CENTERLINE OF
 NN0172'THE ROAD WAS CORRECT, THE MONUMENT HAD TO HAVE BEEN HIT SINCE THE
 NN0172'GROUND APPEARS TO HAVE BEEN LOWERED.  I FIND NO TRACE OF THE WOODEN
 NN0172'WITNESS POST AS STATED IN THE 1946 REPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0165 ***********************************************************************
 NO0165  DESIGNATION -  L 20
 NO0165  PID         -  NO0165
 NO0165  STATE/COUNTY-  NE/CHERRY
 NO0165  USGS QUAD   -  ELL LAKE (1985)
 NO0165
 NO0165                         *CURRENT SURVEY CONTROL
 NO0165  ___________________________________________________________________
 NO0165* NAD 83(1986)-  42 44 37.     (N)    100 35 28.     (W)     SCALED    
 NO0165* NAVD 88     -       841.217  (meters)    2759.89   (feet)  ADJUSTED  
 NO0165  ___________________________________________________________________
 NO0165  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 NO0165  DYNAMIC HT  -         840.861 (meters)    2758.72  (feet)  COMP
 NO0165  MODELED GRAV-     980,169.2   (mgal)                       NAVD 88
 NO0165
 NO0165  VERT ORDER  -  FIRST     CLASS II
 NO0165
 NO0165.The horizontal coordinates were scaled from a topographic map and have
 NO0165.an estimated accuracy of +/- 6 seconds.
 NO0165
 NO0165.The orthometric height was determined by differential leveling
 NO0165.and adjusted by the National Geodetic Survey in June 1991..
 NO0165
 NO0165.The geoid height was determined by GEOID03.
 NO0165
 NO0165.The dynamic height is computed by dividing the NAVD 88
 NO0165.geopotential number by the normal gravity value computed on the
 NO0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0165.degrees latitude (g = 980.6199 gals.).
 NO0165
 NO0165.The modeled gravity was interpolated from observed gravity values.
 NO0165
 NO0165;                    North         East    Units  Estimated Accuracy
 NO0165;SPC NE       -   323,310.      451,610.      MT  (+/- 180 meters Scaled)
 NO0165
 NO0165                          SUPERSEDED SURVEY CONTROL
 NO0165
 NO0165  NGVD 29 (??/??/92)  840.927  (m)         2758.94   (f) ADJ UNCH    1 2
 NO0165
 NO0165.Superseded values are not recommended for survey control.
 NO0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0165.See file dsdata.txt to determine how the superseded data were derived.
 NO0165
 NO0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN697335(NAD 83)
 NO0165_MARKER: DB = BENCH MARK DISK
 NO0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0165_STAMPING: 2758.941 L 20 1933
 NO0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0165+STABILITY: SURFACE MOTION
 NO0165
 NO0165  HISTORY     - Date     Condition        Report By
 NO0165  HISTORY     - 1933     MONUMENTED       CGS
 NO0165  HISTORY     - 1934     GOOD             NGS
 NO0165  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0165
 NO0165                          STATION DESCRIPTION
 NO0165
 NO0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0165'14 MI SW FROM VALENTINE.
 NO0165'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0165'VALENTINE, CHERRY COUNTY, THENCE 6.8 MILES SOUTHWEST ALONG A
 NO0165'DIRT ROAD, 0.3 MILE SOUTH OF A SMALL WOODEN BRIDGE, 0.3 MILE
 NO0165'NORTH OF AN AUTOMOBILE GATE ACROSS THE ROAD, 175 FEET EAST OF A
 NO0165'CREEK, AND 55 FEET EAST OF THE CENTERLINE OF THE ROAD.  A
 NO0165'STANDARD DISK, STAMPED 2758.941 L 20 1933 AND SET IN THE TOP OF
 NO0165'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NO0165
 NO0165                          STATION RECOVERY (1984)
 NO0165
 NO0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0308 ***********************************************************************
 LJ0308  DESIGNATION -  L 200
 LJ0308  PID         -  LJ0308
 LJ0308  STATE/COUNTY-  NE/FURNAS
 LJ0308  USGS QUAD   -  WILSONVILLE (1983)
 LJ0308
 LJ0308                         *CURRENT SURVEY CONTROL
 LJ0308  ___________________________________________________________________
 LJ0308* NAD 83(1986)-  40 06 56.     (N)    100 00 03.     (W)     SCALED    
 LJ0308* NAVD 88     -       688.577  (meters)    2259.11   (feet)  ADJUSTED  
 LJ0308  ___________________________________________________________________
 LJ0308  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 LJ0308  DYNAMIC HT  -         688.128 (meters)    2257.63  (feet)  COMP
 LJ0308  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 LJ0308
 LJ0308  VERT ORDER  -  SECOND    CLASS 0
 LJ0308
 LJ0308.The horizontal coordinates were scaled from a topographic map and have
 LJ0308.an estimated accuracy of +/- 6 seconds.
 LJ0308
 LJ0308.The orthometric height was determined by differential leveling
 LJ0308.and adjusted by the National Geodetic Survey in June 1991..
 LJ0308
 LJ0308.The geoid height was determined by GEOID03.
 LJ0308
 LJ0308.The dynamic height is computed by dividing the NAVD 88
 LJ0308.geopotential number by the normal gravity value computed on the
 LJ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0308.degrees latitude (g = 980.6199 gals.).
 LJ0308
 LJ0308.The modeled gravity was interpolated from observed gravity values.
 LJ0308
 LJ0308;                    North         East    Units  Estimated Accuracy
 LJ0308;SPC NE       -    31,340.      499,930.      MT  (+/- 180 meters Scaled)
 LJ0308
 LJ0308                          SUPERSEDED SURVEY CONTROL
 LJ0308
 LJ0308  NGVD 29 (??/??/92)  688.304  (m)         2258.21   (f) ADJ UNCH    2 0
 LJ0308
 LJ0308.Superseded values are not recommended for survey control.
 LJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0308.See file dsdata.txt to determine how the superseded data were derived.
 LJ0308
 LJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK147410(NAD 83)
 LJ0308_MARKER: DB = BENCH MARK DISK
 LJ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0308_STAMPING: L 200 1934
 LJ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0308+STABILITY: SURFACE MOTION
 LJ0308
 LJ0308  HISTORY     - Date     Condition        Report By
 LJ0308  HISTORY     - 1934     MONUMENTED       CGS
 LJ0308
 LJ0308                          STATION DESCRIPTION
 LJ0308
 LJ0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0308'1.8 MI W FROM HENDLEY.
 LJ0308'ABOUT 1.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0308'RAILROAD FROM THE STATION AT HENDLEY, FURNAS COUNTY, ABOUT
 LJ0308'110 FEET WEST OF MILEPOST 30, 35 FEET SOUTH OF STATE HIGHWAY
 LJ0308'89, AND 45 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A
 LJ0308'STANDARD DISK, STAMPED L 200 1934 AND SET IN THE TOP OF A
 LJ0308'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0035 ***********************************************************************
 ML0035  DESIGNATION -  L 206
 ML0035  PID         -  ML0035
 ML0035  STATE/COUNTY-  NE/BOONE
 ML0035  USGS QUAD   -  PETERSBURG (1985)
 ML0035
 ML0035                         *CURRENT SURVEY CONTROL
 ML0035  ___________________________________________________________________
 ML0035* NAD 83(1986)-  41 45 07.     (N)    098 04 37.     (W)     SCALED    
 ML0035* NAVD 88     -       553.735  (meters)    1816.71   (feet)  ADJUSTED  
 ML0035  ___________________________________________________________________
 ML0035  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 ML0035  DYNAMIC HT  -         553.488 (meters)    1815.90  (feet)  COMP
 ML0035  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 ML0035
 ML0035  VERT ORDER  -  SECOND    CLASS 0
 ML0035
 ML0035.The horizontal coordinates were scaled from a topographic map and have
 ML0035.an estimated accuracy of +/- 6 seconds.
 ML0035
 ML0035.The orthometric height was determined by differential leveling
 ML0035.and adjusted by the National Geodetic Survey in June 1991..
 ML0035
 ML0035.The geoid height was determined by GEOID03.
 ML0035
 ML0035.The dynamic height is computed by dividing the NAVD 88
 ML0035.geopotential number by the normal gravity value computed on the
 ML0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0035.degrees latitude (g = 980.6199 gals.).
 ML0035
 ML0035.The modeled gravity was interpolated from observed gravity values.
 ML0035
 ML0035;                    North         East    Units  Estimated Accuracy
 ML0035;SPC NE       -   214,790.      659,880.      MT  (+/- 180 meters Scaled)
 ML0035
 ML0035                          SUPERSEDED SURVEY CONTROL
 ML0035
 ML0035  NGVD 29 (??/??/92)  553.504  (m)         1815.95   (f) ADJ UNCH    2 0
 ML0035
 ML0035.Superseded values are not recommended for survey control.
 ML0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0035.See file dsdata.txt to determine how the superseded data were derived.
 ML0035
 ML0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM767226(NAD 83)
 ML0035_MARKER: DB = BENCH MARK DISK
 ML0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0035_STAMPING: L 206 1935
 ML0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0035+STABILITY: SURFACE MOTION
 ML0035
 ML0035  HISTORY     - Date     Condition        Report By
 ML0035  HISTORY     - 1935     MONUMENTED       CGS
 ML0035  HISTORY     - 1950     GOOD             NGS
 ML0035  HISTORY     - 1950     GOOD             NGS
 ML0035
 ML0035                          STATION DESCRIPTION
 ML0035
 ML0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0035'0.8 MI S FROM LORETTO.
 ML0035'0.8 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 ML0035'THE STATION AT LORETTO, 195 FEET SOUTH OF RAILROAD BRIDGE D
 ML0035'196, 133 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 14, 21
 ML0035'FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING TO THE
 ML0035'FARMHOUSE OF ROY E. SALLACH, 45 FEET WEST OF THE WEST RAIL,
 ML0035'2 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET
 ML0035'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 ML0035'THE GROUND.
 ML0035
 ML0035                          STATION RECOVERY (1950)
 ML0035
 ML0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 ML0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0506 ***********************************************************************
 LG0506  DESIGNATION -  L 207
 LG0506  PID         -  LG0506
 LG0506  STATE/COUNTY-  NE/SEWARD
 LG0506  USGS QUAD   -  SEWARD (1964)
 LG0506
 LG0506                         *CURRENT SURVEY CONTROL
 LG0506  ___________________________________________________________________
 LG0506* NAD 83(1986)-  40 53 20.     (N)    097 05 42.     (W)     SCALED    
 LG0506* NAVD 88     -       439.234  (meters)    1441.05   (feet)  ADJUSTED  
 LG0506  ___________________________________________________________________
 LG0506  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 LG0506  DYNAMIC HT  -         439.001 (meters)    1440.29  (feet)  COMP
 LG0506  MODELED GRAV-     980,081.3   (mgal)                       NAVD 88
 LG0506
 LG0506  VERT ORDER  -  SECOND    CLASS 0
 LG0506
 LG0506.The horizontal coordinates were scaled from a topographic map and have
 LG0506.an estimated accuracy of +/- 6 seconds.
 LG0506
 LG0506.The orthometric height was determined by differential leveling
 LG0506.and adjusted by the National Geodetic Survey in June 1991..
 LG0506
 LG0506.The geoid height was determined by GEOID03.
 LG0506
 LG0506.The dynamic height is computed by dividing the NAVD 88
 LG0506.geopotential number by the normal gravity value computed on the
 LG0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0506.degrees latitude (g = 980.6199 gals.).
 LG0506
 LG0506.The modeled gravity was interpolated from observed gravity values.
 LG0506
 LG0506;                    North         East    Units  Estimated Accuracy
 LG0506;SPC NE       -   121,310.      744,710.      MT  (+/- 180 meters Scaled)
 LG0506
 LG0506                          SUPERSEDED SURVEY CONTROL
 LG0506
 LG0506  NGVD 29 (??/??/92)  439.056  (m)         1440.47   (f) ADJ UNCH    2 0
 LG0506
 LG0506.Superseded values are not recommended for survey control.
 LG0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0506.See file dsdata.txt to determine how the superseded data were derived.
 LG0506
 LG0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL604281(NAD 83)
 LG0506_MARKER: DB = BENCH MARK DISK
 LG0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0506_SP_SET: ABUTMENT
 LG0506_STAMPING: L 207 1939
 LG0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0506
 LG0506  HISTORY     - Date     Condition        Report By
 LG0506  HISTORY     - 1939     MONUMENTED       CGS
 LG0506
 LG0506                          STATION DESCRIPTION
 LG0506
 LG0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0506'1.2 MI S FROM SEWARD.
 LG0506'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0506'FROM THE STATION AT SEWARD, SEWARD COUNTY, AT BRIDGE 28.03,
 LG0506'IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH ABUTMENT, 12 FEET
 LG0506'SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 9 FEET SOUTH OF THE
 LG0506'CENTER LINE OF A DIRT ROAD LEADING TO THE CITY DUMP, AND ABOUT
 LG0506'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LG0506'L 207 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0024 ***********************************************************************
 LG0024  DESIGNATION -  L 208
 LG0024  PID         -  LG0024
 LG0024  STATE/COUNTY-  NE/OTOE
 LG0024  USGS QUAD   -  UNADILLA (1966)
 LG0024
 LG0024                         *CURRENT SURVEY CONTROL
 LG0024  ___________________________________________________________________
 LG0024* NAD 83(1986)-  40 41 22.     (N)    096 16 52.     (W)     SCALED    
 LG0024* NAVD 88     -       330.310  (meters)    1083.69   (feet)  ADJUSTED  
 LG0024  ___________________________________________________________________
 LG0024  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 LG0024  DYNAMIC HT  -         330.158 (meters)    1083.19  (feet)  COMP
 LG0024  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 LG0024
 LG0024  VERT ORDER  -  FIRST     CLASS II
 LG0024
 LG0024.The horizontal coordinates were scaled from a topographic map and have
 LG0024.an estimated accuracy of +/- 6 seconds.
 LG0024
 LG0024.The orthometric height was determined by differential leveling
 LG0024.and adjusted by the National Geodetic Survey in June 1991..
 LG0024
 LG0024.The geoid height was determined by GEOID03.
 LG0024
 LG0024.The dynamic height is computed by dividing the NAVD 88
 LG0024.geopotential number by the normal gravity value computed on the
 LG0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0024.degrees latitude (g = 980.6199 gals.).
 LG0024
 LG0024.The modeled gravity was interpolated from observed gravity values.
 LG0024
 LG0024;                    North         East    Units  Estimated Accuracy
 LG0024;SPC NE       -   101,810.      814,180.      MT  (+/- 180 meters Scaled)
 LG0024
 LG0024                          SUPERSEDED SURVEY CONTROL
 LG0024
 LG0024  NGVD 29 (??/??/92)  330.209  (m)         1083.36   (f) ADJ UNCH    1 2
 LG0024
 LG0024.Superseded values are not recommended for survey control.
 LG0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0024.See file dsdata.txt to determine how the superseded data were derived.
 LG0024
 LG0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL297078(NAD 83)
 LG0024_MARKER: DB = BENCH MARK DISK
 LG0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0024_STAMPING: L 208 1940
 LG0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0024+STABILITY: SURFACE MOTION
 LG0024
 LG0024  HISTORY     - Date     Condition        Report By
 LG0024  HISTORY     - 1940     MONUMENTED       CGS
 LG0024  HISTORY     - 1964     GOOD             USGS
 LG0024  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0024
 LG0024                          STATION DESCRIPTION
 LG0024
 LG0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0024'0.7 MI NW FROM UNADILLA.
 LG0024'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0024'RAILROAD FROM THE STATION AT UNADILLA, OTOE COUNTY, 39.5 FEET
 LG0024'NORTHEAST OF MILEPOST 33, 53 FEET NORTH OF THE CENTERLINE OF THE
 LG0024'TRACK, 10 FEET EAST OF A CONCRETE GATEPOST, 1 FOOT SOUTH OF THE
 LG0024'RIGHT-OF-WAY FENCE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.
 LG0024'A STANDARD DISK, STAMPED L 208 1940 AND SET IN THE TOP OF A CONCRETE
 LG0024'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0024
 LG0024                          STATION RECOVERY (1964)
 LG0024
 LG0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0024'RECOVERED IN GOOD CONDITION.
 LG0024
 LG0024                          STATION RECOVERY (1991)
 LG0024
 LG0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0024'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0462 ***********************************************************************
 LG0462  DESIGNATION -  L 209
 LG0462  PID         -  LG0462
 LG0462  STATE/COUNTY-  NE/FILLMORE
 LG0462  USGS QUAD   -  EXETER (1969)
 LG0462
 LG0462                         *CURRENT SURVEY CONTROL
 LG0462  ___________________________________________________________________
 LG0462* NAD 83(1986)-  40 38 42.     (N)    097 27 48.     (W)     SCALED    
 LG0462* NAVD 88     -       490.391  (meters)    1608.89   (feet)  ADJUSTED  
 LG0462  ___________________________________________________________________
 LG0462  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 LG0462  DYNAMIC HT  -         490.121 (meters)    1608.01  (feet)  COMP
 LG0462  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 LG0462
 LG0462  VERT ORDER  -  FIRST     CLASS II
 LG0462
 LG0462.The horizontal coordinates were scaled from a topographic map and have
 LG0462.an estimated accuracy of +/- 6 seconds.
 LG0462
 LG0462.The orthometric height was determined by differential leveling
 LG0462.and adjusted by the National Geodetic Survey in May 1993..
 LG0462
 LG0462.The geoid height was determined by GEOID03.
 LG0462
 LG0462.The dynamic height is computed by dividing the NAVD 88
 LG0462.geopotential number by the normal gravity value computed on the
 LG0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0462.degrees latitude (g = 980.6199 gals.).
 LG0462
 LG0462.The modeled gravity was interpolated from observed gravity values.
 LG0462
 LG0462;                    North         East    Units  Estimated Accuracy
 LG0462;SPC NE       -    93,270.      714,480.      MT  (+/- 180 meters Scaled)
 LG0462
 LG0462                          SUPERSEDED SURVEY CONTROL
 LG0462
 LG0462  NAVD 88 (06/15/91)  490.384  (m)         1608.87   (f) UNKNOWN     1 2
 LG0462  NGVD 29 (??/??/92)  490.217  (m)         1608.32   (f) ADJ UNCH    1 2
 LG0462
 LG0462.Superseded values are not recommended for survey control.
 LG0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0462.See file dsdata.txt to determine how the superseded data were derived.
 LG0462
 LG0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL299004(NAD 83)
 LG0462_MARKER: DB = BENCH MARK DISK
 LG0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0462_SP_SET: CONCRETE POST
 LG0462_STAMPING: L 209 1940
 LG0462_MARK LOGO: CGS   
 LG0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0462+STABILITY: SURFACE MOTION
 LG0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0462+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0462
 LG0462  HISTORY     - Date     Condition        Report By
 LG0462  HISTORY     - 1940     MONUMENTED       CGS
 LG0462  HISTORY     - 19911008 GOOD             NGS
 LG0462
 LG0462                          STATION DESCRIPTION
 LG0462
 LG0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0462'0.7 MI W FROM EXETER.
 LG0462'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0462'FROM THE STATION AT EXETER, FILLMORE COUNTY, 124 FEET NORTHEAST
 LG0462'OF THE CENTER OF A GRAVEL-ROAD CROSSING, 97 FEET NORTH OF THE
 LG0462'CENTERLINE OF THE ROAD, 1.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 LG0462'AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LG0462'STAMPED L 209 1940 AND SET IN THE TOP OF A CONCRETE POST
 LG0462'PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0462
 LG0462                          STATION RECOVERY (1991)
 LG0462
 LG0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0462'11.2 KM (6.95 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG0462'U.S. HIGHWAY 81 IN FAIRMONT, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LG0462'A GRAVELED ROAD, 28.9 M (94.8 FT) NORTH OF THE NEAR RAIL OF THE MAIN
 LG0462'TRACK, 22.5 M (73.8 FT) EAST OF THE ROAD CENTER, 12.4 M (40.7 FT)
 LG0462'EAST OF A FENCE CORNER, 11.5 M (37.7 FT) WEST-NORTHWEST OF A UTILITY
 LG0462'POLE WITH A METER ATTACHED, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 LG0462'TRACK, 0.8 M (2.6 FT) EAST OF A GATE POST, 0.3 M (1.0 FT) SOUTH OF A
 LG0462'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 LG0462'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0235 ***********************************************************************
 NO0235  DESIGNATION -  L 21
 NO0235  PID         -  NO0235
 NO0235  STATE/COUNTY-  NE/CHERRY
 NO0235  USGS QUAD   -  MAYHEW LAKE (1987)
 NO0235
 NO0235                         *CURRENT SURVEY CONTROL
 NO0235  ___________________________________________________________________
 NO0235* NAD 83(1986)-  42 22 01.     (N)    101 01 59.     (W)     SCALED    
 NO0235* NAVD 88     -       961.345  (meters)    3154.01   (feet)  ADJUSTED  
 NO0235  ___________________________________________________________________
 NO0235  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 NO0235  DYNAMIC HT  -         960.885 (meters)    3152.50  (feet)  COMP
 NO0235  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 NO0235
 NO0235  VERT ORDER  -  FIRST     CLASS II
 NO0235
 NO0235.The horizontal coordinates were scaled from a topographic map and have
 NO0235.an estimated accuracy of +/- 6 seconds.
 NO0235
 NO0235.The orthometric height was determined by differential leveling
 NO0235.and adjusted by the National Geodetic Survey in June 1991..
 NO0235
 NO0235.The geoid height was determined by GEOID03.
 NO0235
 NO0235.The dynamic height is computed by dividing the NAVD 88
 NO0235.geopotential number by the normal gravity value computed on the
 NO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0235.degrees latitude (g = 980.6199 gals.).
 NO0235
 NO0235.The modeled gravity was interpolated from observed gravity values.
 NO0235
 NO0235;                    North         East    Units  Estimated Accuracy
 NO0235;SPC NE       -   281,810.      414,930.      MT  (+/- 180 meters Scaled)
 NO0235
 NO0235                          SUPERSEDED SURVEY CONTROL
 NO0235
 NO0235  NGVD 29 (??/??/92)  961.031  (m)         3152.98   (f) ADJ UNCH    1 2
 NO0235
 NO0235.Superseded values are not recommended for survey control.
 NO0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0235.See file dsdata.txt to determine how the superseded data were derived.
 NO0235
 NO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM325925(NAD 83)
 NO0235_MARKER: DB = BENCH MARK DISK
 NO0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0235_STAMPING: 3152.983 L 21 1933
 NO0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0235+STABILITY: SURFACE MOTION
 NO0235
 NO0235  HISTORY     - Date     Condition        Report By
 NO0235  HISTORY     - 1933     MONUMENTED       CGS
 NO0235  HISTORY     - 1983     GOOD
 NO0235  HISTORY     - 19850918 GOOD             USPSQD
 NO0235  HISTORY     - 19910813 MARK NOT FOUND   NGS
 NO0235
 NO0235                          STATION DESCRIPTION
 NO0235
 NO0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0235'23 MI N FROM MULLEN.
 NO0235'IN CHERRY COUNTY, 23.0 MILES NORTH ALONG A DIRT ROAD FROM MULLEN,
 NO0235'HOOKER COUNTY, 2.3 MILES SOUTH OF NORTH LOUP RIVER, 20 FEET NORTH
 NO0235'OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE C.E. MAYHEW
 NO0235'RANCHHOUSE, AND 1 FOOT EAST OF THE FENCE.  A STANDARD DISK, STAMPED
 NO0235'3152.983 L 21 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0235'6 INCHES ABOVE GROUND.
 NO0235
 NO0235                          STATION RECOVERY (1983)
 NO0235
 NO0235'RECOVERED 1983
 NO0235'AT SITE WHERE MAYHEW RANCH HOUSE ONCE STOOD. FROM CENTERLINE OF
 NO0235'ROAD--679' WEST ALONG POWERLINE AND 36.6' NORTH OF POWER LINE. 107'
 NO0235'WEST OF 2ND POWER POLE FROM THE ROAD AND 36.6 NORTH-139.5
 NO0235'EAST-SOUTHEAST FROM A WELL. IN LINE WITH 4 TREES-94' EAST OF TREES
 NO0235'AND 19' NORTH OF TREE LINE.
 NO0235
 NO0235                          STATION RECOVERY (1985)
 NO0235
 NO0235'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEH)
 NO0235'RECOVERED IN GOOD CONDITION.
 NO0235
 NO0235                          STATION RECOVERY (1991)
 NO0235
 NO0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0235'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1383 ***********************************************************************
 MK1383  DESIGNATION -  L 211
 MK1383  PID         -  MK1383
 MK1383  STATE/COUNTY-  NE/MERRICK
 MK1383  USGS QUAD   -  HAVENS (1958)
 MK1383
 MK1383                         *CURRENT SURVEY CONTROL
 MK1383  ___________________________________________________________________
 MK1383* NAD 83(1986)-  41 15 27.     (N)    097 45 55.     (W)     SCALED    
 MK1383* NAVD 88     -       485.137  (meters)    1591.65   (feet)  ADJUSTED  
 MK1383  ___________________________________________________________________
 MK1383  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 MK1383  DYNAMIC HT  -         484.907 (meters)    1590.90  (feet)  COMP
 MK1383  MODELED GRAV-     980,135.3   (mgal)                       NAVD 88
 MK1383
 MK1383  VERT ORDER  -  FIRST     CLASS II
 MK1383
 MK1383.The horizontal coordinates were scaled from a topographic map and have
 MK1383.an estimated accuracy of +/- 6 seconds.
 MK1383
 MK1383.The orthometric height was determined by differential leveling
 MK1383.and adjusted by the National Geodetic Survey in June 1991..
 MK1383
 MK1383.The geoid height was determined by GEOID03.
 MK1383
 MK1383.The dynamic height is computed by dividing the NAVD 88
 MK1383.geopotential number by the normal gravity value computed on the
 MK1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1383.degrees latitude (g = 980.6199 gals.).
 MK1383
 MK1383.The modeled gravity was interpolated from observed gravity values.
 MK1383
 MK1383;                    North         East    Units  Estimated Accuracy
 MK1383;SPC NE       -   160,540.      687,200.      MT  (+/- 180 meters Scaled)
 MK1383
 MK1383                          SUPERSEDED SURVEY CONTROL
 MK1383
 MK1383  NGVD 29 (??/??/92)  484.931  (m)         1590.98   (f) ADJ UNCH    1 2
 MK1383
 MK1383.Superseded values are not recommended for survey control.
 MK1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1383.See file dsdata.txt to determine how the superseded data were derived.
 MK1383
 MK1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL034680(NAD 83)
 MK1383_MARKER: DB = BENCH MARK DISK
 MK1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1383_STAMPING: L 211 1940
 MK1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1383+STABILITY: SURFACE MOTION
 MK1383
 MK1383  HISTORY     - Date     Condition        Report By
 MK1383  HISTORY     - 1940     MONUMENTED       CGS
 MK1383
 MK1383                          STATION DESCRIPTION
 MK1383
 MK1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1383'1 MI SW FROM HAVENS.
 MK1383'1.0 MILE SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT HAVENS.
 MK1383'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO. 30,
 MK1383'55 FEET NORTH OF CENTERLINE OF HIGHWAY, 41 FEET SOUTH OF CENTERLINE
 MK1383'OF SOUTH MAIN TRACK, 17 FEET NORTHEAST OF MILEPOST NO. 109, 2.6
 MK1383'FEET SOUTHWEST OF 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET,
 MK1383'IN LINE WITH TELEGRAPH POLES.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1155 ***********************************************************************
 MK1155  DESIGNATION -  L 212
 MK1155  PID         -  MK1155
 MK1155  STATE/COUNTY-  NE/MADISON
 MK1155  USGS QUAD   -  ENOLA (1976)
 MK1155
 MK1155                         *CURRENT SURVEY CONTROL
 MK1155  ___________________________________________________________________
 MK1155* NAD 83(1986)-  41 59 32.     (N)    097 26 48.     (W)     SCALED    
 MK1155* NAVD 88     -       471.648  (meters)    1547.40   (feet)  ADJUSTED  
 MK1155  ___________________________________________________________________
 MK1155  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 MK1155  DYNAMIC HT  -         471.463 (meters)    1546.79  (feet)  COMP
 MK1155  MODELED GRAV-     980,215.8   (mgal)                       NAVD 88
 MK1155
 MK1155  VERT ORDER  -  FIRST     CLASS II
 MK1155
 MK1155.The horizontal coordinates were scaled from a topographic map and have
 MK1155.an estimated accuracy of +/- 6 seconds.
 MK1155
 MK1155.The orthometric height was determined by differential leveling
 MK1155.and adjusted by the National Geodetic Survey in June 1991..
 MK1155
 MK1155.The geoid height was determined by GEOID03.
 MK1155
 MK1155.The dynamic height is computed by dividing the NAVD 88
 MK1155.geopotential number by the normal gravity value computed on the
 MK1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1155.degrees latitude (g = 980.6199 gals.).
 MK1155
 MK1155.The modeled gravity was interpolated from observed gravity values.
 MK1155
 MK1155;                    North         East    Units  Estimated Accuracy
 MK1155;SPC NE       -   242,820.      711,480.      MT  (+/- 180 meters Scaled)
 MK1155
 MK1155                          SUPERSEDED SURVEY CONTROL
 MK1155
 MK1155  NGVD 29 (??/??/92)  471.470  (m)         1546.81   (f) ADJ UNCH    1 2
 MK1155
 MK1155.Superseded values are not recommended for survey control.
 MK1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1155.See file dsdata.txt to determine how the superseded data were derived.
 MK1155
 MK1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM286500(NAD 83)
 MK1155_MARKER: DB = BENCH MARK DISK
 MK1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1155_STAMPING: L 212 1940
 MK1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1155+STABILITY: SURFACE MOTION
 MK1155
 MK1155  HISTORY     - Date     Condition        Report By
 MK1155  HISTORY     - 1940     MONUMENTED       CGS
 MK1155
 MK1155                          STATION DESCRIPTION
 MK1155
 MK1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1155'3.4 MI SW FROM NORFOLK.
 MK1155'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR.,
 MK1155'0.3 MILE SOUTH OF THE CENTER OF INTERSECTION OF EAST-WEST ROAD
 MK1155'AND TRACK, 97 FEET WEST OF MILEPOST NO. 47, 47.5 FEET WEST
 MK1155'OF CENTERLINE OF TRACK, 3.2 FEET NORTH OF 4 X 4 INCH WHITE
 MK1155'WOODEN POST PROJECTING 1.8 FEET, 2.5 FEET EAST OF RIGHT-OF-WAY
 MK1155'FENCE.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1163 ***********************************************************************
 NM1163  DESIGNATION -  L 213
 NM1163  PID         -  NM1163
 NM1163  STATE/COUNTY-  NE/MADISON
 NM1163  USGS QUAD   -  NORFOLK (1976)
 NM1163
 NM1163                         *CURRENT SURVEY CONTROL
 NM1163  ___________________________________________________________________
 NM1163* NAD 83(1986)-  42 02 37.     (N)    097 24 15.     (W)     SCALED    
 NM1163* NAVD 88     -       464.243  (meters)    1523.10   (feet)  ADJUSTED  
 NM1163  ___________________________________________________________________
 NM1163  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 NM1163  DYNAMIC HT  -         464.062 (meters)    1522.51  (feet)  COMP
 NM1163  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 NM1163
 NM1163  VERT ORDER  -  FIRST     CLASS II
 NM1163
 NM1163.The horizontal coordinates were scaled from a topographic map and have
 NM1163.an estimated accuracy of +/- 6 seconds.
 NM1163
 NM1163.The orthometric height was determined by differential leveling
 NM1163.and adjusted by the National Geodetic Survey in June 1991..
 NM1163
 NM1163.The geoid height was determined by GEOID03.
 NM1163
 NM1163.The dynamic height is computed by dividing the NAVD 88
 NM1163.geopotential number by the normal gravity value computed on the
 NM1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1163.degrees latitude (g = 980.6199 gals.).
 NM1163
 NM1163.The modeled gravity was interpolated from observed gravity values.
 NM1163
 NM1163;                    North         East    Units  Estimated Accuracy
 NM1163;SPC NE       -   248,630.      714,820.      MT  (+/- 180 meters Scaled)
 NM1163
 NM1163                          SUPERSEDED SURVEY CONTROL
 NM1163
 NM1163  NGVD 29 (??/??/92)  464.060  (m)         1522.50   (f) ADJ UNCH    1 2
 NM1163
 NM1163.Superseded values are not recommended for survey control.
 NM1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1163.See file dsdata.txt to determine how the superseded data were derived.
 NM1163
 NM1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM320558(NAD 83)
 NM1163_MARKER: Z = SEE DESCRIPTION
 NM1163_SETTING: 0 = UNSPECIFIED SETTING
 NM1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1163
 NM1163  HISTORY     - Date     Condition        Report By
 NM1163  HISTORY     - UNK      MONUMENTED       CGS
 NM1163  HISTORY     - 1947     GOOD             NGS
 NM1163
 NM1163                          STATION DESCRIPTION
 NM1163
 NM1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM1163'0.8 MI NE FROM NORFOLK.
 NM1163'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE CHICAGO, ST. PAUL,
 NM1163'MINNEAPOLIS AND OMAHA RR, 150 FEET SOUTH OF RR, CULVERT NO. S-139
 NM1163'56 FEET NORTHEAST OF CENTER OF INTERSECTION OF EAST-WEST PRIVATE
 NM1163'ROAD AND TRACK, 45 FEET EAST OF CENTERLINE OF TRACK, 28 FEET
 NM1163'NORTH OF CENTERLINE OF PRIVATE ROAD, 2.8 FEET SOUTH OF 4 X 4
 NM1163'INCH WHITE WOODEN POST PROJECTING 1.8 FEET, 1.7 FEET WEST OF
 NM1163'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0166 ***********************************************************************
 NP0166  DESIGNATION -  L 214
 NP0166  PID         -  NP0166
 NP0166  STATE/COUNTY-  NE/BOX BUTTE
 NP0166  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0166
 NP0166                         *CURRENT SURVEY CONTROL
 NP0166  ___________________________________________________________________
 NP0166* NAD 83(1986)-  42 05 44.     (N)    102 48 00.     (W)     SCALED    
 NP0166* NAVD 88     -      1204.089  (meters)    3950.42   (feet)  POSTED    
 NP0166  ___________________________________________________________________
 NP0166  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 NP0166  DYNAMIC HT  -        1203.390 (meters)    3948.12  (feet)  COMP
 NP0166  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 NP0166
 NP0166  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NP0166
 NP0166.The horizontal coordinates were scaled from a topographic map and have
 NP0166.an estimated accuracy of +/- 6 seconds.
 NP0166
 NP0166.The orthometric height was determined by differential leveling
 NP0166.and adjusted by the National Geodetic Survey in 1992..
 NP0166.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NP0166.rate of 0.0 thru 1.0 mm/km.
 NP0166
 NP0166.The geoid height was determined by GEOID03.
 NP0166
 NP0166.The dynamic height is computed by dividing the NAVD 88
 NP0166.geopotential number by the normal gravity value computed on the
 NP0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0166.degrees latitude (g = 980.6199 gals.).
 NP0166
 NP0166.The modeled gravity was interpolated from observed gravity values.
 NP0166
 NP0166;                    North         East    Units  Estimated Accuracy
 NP0166;SPC NE       -   254,920.      268,470.      MT  (+/- 180 meters Scaled)
 NP0166
 NP0166                          SUPERSEDED SURVEY CONTROL
 NP0166
 NP0166  NGVD 29 (??/??/92) 1203.515  (m)         3948.53   (f) ADJ UNCH    2 0
 NP0166
 NP0166.Superseded values are not recommended for survey control.
 NP0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0166.See file dsdata.txt to determine how the superseded data were derived.
 NP0166
 NP0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG819627(NAD 83)
 NP0166_MARKER: DB = BENCH MARK DISK
 NP0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0166_STAMPING: L 214 1940
 NP0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0166+STABILITY: SURFACE MOTION
 NP0166
 NP0166  HISTORY     - Date     Condition        Report By
 NP0166  HISTORY     - 1940     MONUMENTED       CGS
 NP0166  HISTORY     - 1967     GOOD             NGS
 NP0166
 NP0166                          STATION DESCRIPTION
 NP0166
 NP0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NP0166'3.6 MI E FROM ALLIANCE.
 NP0166'THE DESCRIPTION IS MODIFIED TO READ AS FOLLOWS-- THE MARK IS
 NP0166'SITUATED 3.6 MILES EAST ALONG THE CHICAGO-BURLINGTON AND QUINCY
 NP0166'RAILROAD FROM THE STATION AT ALLIANCE, 600 FEET EAST OF MILEPOST
 NP0166'362, 47.3 FT SOUTH OF THE CENTERLINE OF THE TRACKS, 36.0 FT.
 NP0166'SOUTHEAST FROM THE SOUTHEAST CORNER OF A HAND CAR SET-OFF,
 NP0166'19.8 FT EAST OF A 3 IN DIAMETER CONCRETE FENCE POST, AND 2.0 FT.
 NP0166'WEST OF C AND GS WITNESS POST SIGN.  THE STATION IS A STANDARD
 NP0166'DISK STAMPED L 214 1940 SET IN TOP OF CONCRETE POST IMBEDDED
 NP0166'FLUSH WITH THE GROUND.  NOTE-- CONCRETE HAD BEEN CHIPPED AWAY FROM
 NP0166'THE NORTHWEST CORNER OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0537 ***********************************************************************
 LF0537  DESIGNATION -  L 215
 LF0537  PID         -  LF0537
 LF0537  STATE/COUNTY-  NE/RICHARDSON
 LF0537  USGS QUAD   -  SALEM (1965)
 LF0537
 LF0537                         *CURRENT SURVEY CONTROL
 LF0537  ___________________________________________________________________
 LF0537* NAD 83(1986)-  40 04 46.     (N)    095 42 38.     (W)     SCALED    
 LF0537* NAVD 88     -       279.588  (meters)     917.28   (feet)  ADJUSTED  
 LF0537  ___________________________________________________________________
 LF0537  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LF0537  DYNAMIC HT  -         279.430 (meters)     916.76  (feet)  COMP
 LF0537  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 LF0537
 LF0537  VERT ORDER  -  SECOND    CLASS 0
 LF0537
 LF0537.The horizontal coordinates were scaled from a topographic map and have
 LF0537.an estimated accuracy of +/- 6 seconds.
 LF0537
 LF0537.The orthometric height was determined by differential leveling
 LF0537.and adjusted by the National Geodetic Survey in June 1991..
 LF0537
 LF0537.The geoid height was determined by GEOID03.
 LF0537
 LF0537.The dynamic height is computed by dividing the NAVD 88
 LF0537.geopotential number by the normal gravity value computed on the
 LF0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0537.degrees latitude (g = 980.6199 gals.).
 LF0537
 LF0537.The modeled gravity was interpolated from observed gravity values.
 LF0537
 LF0537;                    North         East    Units  Estimated Accuracy
 LF0537;SPC NE       -    36,400.      865,710.      MT  (+/- 180 meters Scaled)
 LF0537
 LF0537                          SUPERSEDED SURVEY CONTROL
 LF0537
 LF0537  NGVD 29 (??/??/92)  279.505  (m)          917.01   (f) ADJ UNCH    2 0
 LF0537
 LF0537.Superseded values are not recommended for survey control.
 LF0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0537.See file dsdata.txt to determine how the superseded data were derived.
 LF0537
 LF0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE688400(NAD 83)
 LF0537_MARKER: DB = BENCH MARK DISK
 LF0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0537_SP_SET: BASE
 LF0537_STAMPING: L 215 1945
 LF0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0537
 LF0537  HISTORY     - Date     Condition        Report By
 LF0537  HISTORY     - 1945     MONUMENTED       CGS
 LF0537
 LF0537                          STATION DESCRIPTION
 LF0537
 LF0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0537'AT SALEM.
 LF0537'AT SALEM, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, ON THE
 LF0537'NORTH SIDE OF THE STATION, BETWEEN THE TICKET OFFICE AND THE
 LF0537'TRACK, AT A SEMAPHORE, IN THE TOP OF THE NORTHWEST CORNER OF THE
 LF0537'BASE, ON THE SOUTH SIDE OF THE TRACK, AND ABOUT 1 FOOT HIGHER
 LF0537'THAN THE TRACK.  A STANDARD DISK, STAMPED L 215 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0048 ***********************************************************************
 NN0048  DESIGNATION -  L 216
 NN0048  PID         -  NN0048
 NN0048  STATE/COUNTY-  NE/BOYD
 NN0048  USGS QUAD   -  MONOWI (1950)
 NN0048
 NN0048                         *CURRENT SURVEY CONTROL
 NN0048  ___________________________________________________________________
 NN0048* NAD 83(1986)-  42 52 17.     (N)    098 22 07.     (W)     SCALED    
 NN0048* NAVD 88     -       503.666  (meters)    1652.44   (feet)  ADJUSTED  
 NN0048  ___________________________________________________________________
 NN0048  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 NN0048  DYNAMIC HT  -         503.494 (meters)    1651.88  (feet)  COMP
 NN0048  MODELED GRAV-     980,263.6   (mgal)                       NAVD 88
 NN0048
 NN0048  VERT ORDER  -  SECOND    CLASS 0
 NN0048
 NN0048.The horizontal coordinates were scaled from a topographic map and have
 NN0048.an estimated accuracy of +/- 6 seconds.
 NN0048
 NN0048.The orthometric height was determined by differential leveling
 NN0048.and adjusted by the National Geodetic Survey in June 1991..
 NN0048
 NN0048.The geoid height was determined by GEOID03.
 NN0048
 NN0048.The dynamic height is computed by dividing the NAVD 88
 NN0048.geopotential number by the normal gravity value computed on the
 NN0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0048.degrees latitude (g = 980.6199 gals.).
 NN0048
 NN0048.The modeled gravity was interpolated from observed gravity values.
 NN0048
 NN0048;                    North         East    Units  Estimated Accuracy
 NN0048;SPC NE       -   338,590.      633,290.      MT  (+/- 180 meters Scaled)
 NN0048
 NN0048                          SUPERSEDED SURVEY CONTROL
 NN0048
 NN0048  NGVD 29 (??/??/92)  503.395  (m)         1651.56   (f) ADJ UNCH    2 0
 NN0048
 NN0048.Superseded values are not recommended for survey control.
 NN0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0048.See file dsdata.txt to determine how the superseded data were derived.
 NN0048
 NN0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN515467(NAD 83)
 NN0048_MARKER: DB = BENCH MARK DISK
 NN0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0048_STAMPING: L 216 1946
 NN0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0048+STABILITY: SURFACE MOTION
 NN0048
 NN0048  HISTORY     - Date     Condition        Report By
 NN0048  HISTORY     - 1946     MONUMENTED       CGS
 NN0048
 NN0048                          STATION DESCRIPTION
 NN0048
 NN0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0048'5 MI NW FROM MONOWI.
 NN0048'TO REACH FROM THE CHICAGO AND NORTHWESTERN RAILROAD STATION AT
 NN0048'MONOWI GO WEST 2.0 MILES ALONG STATE HIGHWAY NO. 12, THENCE
 NN0048'NORTH 3.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0048'MARK IS AT THE INTERSECTION OF TWO GRADED DIRT ROADS, 29.0
 NN0048'FEET EAST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 NN0048'NORTH-SOUTH ROAD, 29.0 FEET NORTH OF THE CENTER LINE OF THE
 NN0048'EAST-WEST ROAD, 5.0 FEET NORTH OF A FENCE CORNER, 1.5 FEET WEST
 NN0048'OF A FENCE AND 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.
 NN0048'A BRONZE DISK STAMPED 216 1946 SET IN THE TOP OF A CONCRETE POST
 NN0048'WHICH PROJECTS 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0187 ***********************************************************************
 NN0187  DESIGNATION -  L 217
 NN0187  PID         -  NN0187
 NN0187  STATE/COUNTY-  NE/HOLT
 NN0187  USGS QUAD   -  INMAN (1986)
 NN0187
 NN0187                         *CURRENT SURVEY CONTROL
 NN0187  ___________________________________________________________________
 NN0187* NAD 83(1986)-  42 24 04.     (N)    098 33 13.     (W)     SCALED    
 NN0187* NAVD 88     -       590.200  (meters)    1936.35   (feet)  ADJUSTED  
 NN0187  ___________________________________________________________________
 NN0187  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 NN0187  DYNAMIC HT  -         589.976 (meters)    1935.61  (feet)  COMP
 NN0187  MODELED GRAV-     980,223.0   (mgal)                       NAVD 88
 NN0187
 NN0187  VERT ORDER  -  FIRST     CLASS II
 NN0187
 NN0187.The horizontal coordinates were scaled from a topographic map and have
 NN0187.an estimated accuracy of +/- 6 seconds.
 NN0187
 NN0187.The orthometric height was determined by differential leveling
 NN0187.and adjusted by the National Geodetic Survey in June 1991..
 NN0187
 NN0187.The geoid height was determined by GEOID03.
 NN0187
 NN0187.The dynamic height is computed by dividing the NAVD 88
 NN0187.geopotential number by the normal gravity value computed on the
 NN0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0187.degrees latitude (g = 980.6199 gals.).
 NN0187
 NN0187.The modeled gravity was interpolated from observed gravity values.
 NN0187
 NN0187;                    North         East    Units  Estimated Accuracy
 NN0187;SPC NE       -   286,100.      619,050.      MT  (+/- 180 meters Scaled)
 NN0187
 NN0187                          SUPERSEDED SURVEY CONTROL
 NN0187
 NN0187  NGVD 29 (??/??/92)  590.004  (m)         1935.70   (f) ADJ UNCH    1 2
 NN0187
 NN0187.Superseded values are not recommended for survey control.
 NN0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0187.See file dsdata.txt to determine how the superseded data were derived.
 NN0187
 NN0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM367944(NAD 83)
 NN0187_MARKER: DB = BENCH MARK DISK
 NN0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0187_STAMPING: L 217 1946
 NN0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0187+STABILITY: SURFACE MOTION
 NN0187
 NN0187  HISTORY     - Date     Condition        Report By
 NN0187  HISTORY     - 1946     MONUMENTED       CGS
 NN0187
 NN0187                          STATION DESCRIPTION
 NN0187
 NN0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0187'8.7 MI SE FROM O NEILL.
 NN0187'8.7 MILES SOUTHEAST OF O NEILL, HOLT COUNTY.  THIS BENCH MARK
 NN0187'MAY BE REACHED BY GOING ONE BLOCK SOUTH OF THE POST OFFICE, THENCE
 NN0187'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20, THENCE 1.5 MILES
 NN0187'EAST, 0.8 MILE SOUTH, 2.6 MILES EAST, AND 2.5 MILES SOUTH ALONG
 NN0187'GRADED DIRT ROADS, IT IS AT THE INTERSECTION OF U.S. HIGHWAY
 NN0187'20, 125 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 30
 NN0187'FEET EAST OF THE CENTERLINE OF THE ROAD, 20.5 FEET WEST OF A
 NN0187'20-INCH COTTONWOOD TREE, 2.5 FEET SOUTHWEST OF A FENCE CORNER,
 NN0187'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0187'ROAD.  A STANDARD DISK STAMPED L 217 1946 AND SET IN THE TOP
 NN0187'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0425 ***********************************************************************
 NN0425  DESIGNATION -  L 218
 NN0425  PID         -  NN0425
 NN0425  STATE/COUNTY-  NE/HOLT
 NN0425  USGS QUAD   -  STUART SE (1954)
 NN0425
 NN0425                         *CURRENT SURVEY CONTROL
 NN0425  ___________________________________________________________________
 NN0425* NAD 83(1986)-  42 36 32.     (N)    099 06 29.     (W)     SCALED    
 NN0425* NAVD 88     -       659.595  (meters)    2164.02   (feet)  ADJUSTED  
 NN0425  ___________________________________________________________________
 NN0425  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 NN0425  DYNAMIC HT  -         659.338 (meters)    2163.18  (feet)  COMP
 NN0425  MODELED GRAV-     980,210.1   (mgal)                       NAVD 88
 NN0425
 NN0425  VERT ORDER  -  SECOND    CLASS 0
 NN0425
 NN0425.The horizontal coordinates were scaled from a topographic map and have
 NN0425.an estimated accuracy of +/- 6 seconds.
 NN0425
 NN0425.The orthometric height was determined by differential leveling
 NN0425.and adjusted by the National Geodetic Survey in June 1991..
 NN0425
 NN0425.The geoid height was determined by GEOID03.
 NN0425
 NN0425.The dynamic height is computed by dividing the NAVD 88
 NN0425.geopotential number by the normal gravity value computed on the
 NN0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0425.degrees latitude (g = 980.6199 gals.).
 NN0425
 NN0425.The modeled gravity was interpolated from observed gravity values.
 NN0425
 NN0425;                    North         East    Units  Estimated Accuracy
 NN0425;SPC NE       -   308,550.      573,180.      MT  (+/- 180 meters Scaled)
 NN0425
 NN0425                          SUPERSEDED SURVEY CONTROL
 NN0425
 NN0425  NGVD 29 (??/??/92)  659.360  (m)         2163.25   (f) ADJ UNCH    2 0
 NN0425
 NN0425.Superseded values are not recommended for survey control.
 NN0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0425.See file dsdata.txt to determine how the superseded data were derived.
 NN0425
 NN0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN911173(NAD 83)
 NN0425_MARKER: DB = BENCH MARK DISK
 NN0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0425_STAMPING: L 218 1946
 NN0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0425+STABILITY: SURFACE MOTION
 NN0425
 NN0425  HISTORY     - Date     Condition        Report By
 NN0425  HISTORY     - 1946     MONUMENTED       CGS
 NN0425
 NN0425                          STATION DESCRIPTION
 NN0425
 NN0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0425'4.1 MI NE FROM STUART.
 NN0425'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0425'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0425'NO. 20, THENCE NORTH 1.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0425'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0425'AN EAST-WEST DIRT ROAD, 26.0 FEET EAST OF AND ABOUT LEVEL WITH
 NN0425'THE CENTER LINE OF THE GRAVELED ROAD, 37.0 FEET NORTH OF THE
 NN0425'CENTER LINE OF THE DIRT ROAD, 4.6 FEET NORTH OF A FENCE CORNER,
 NN0425'1.0 FOOT EAST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 IN X 4 IN
 NN0425'MARKER POST.  A BRONZE DISK STAMPED L 218 1946 SET IN THE TOP
 NN0425'OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0336 ***********************************************************************
 NN0336  DESIGNATION -  L 219
 NN0336  PID         -  NN0336
 NN0336  STATE/COUNTY-  NE/HOLT
 NN0336  USGS QUAD   -  STUART SE (1954)
 NN0336
 NN0336                         *CURRENT SURVEY CONTROL
 NN0336  ___________________________________________________________________
 NN0336* NAD 83(1986)-  42 33 27.     (N)    099 02 08.     (W)     SCALED    
 NN0336* NAVD 88     -       645.268  (meters)    2117.02   (feet)  ADJUSTED  
 NN0336  ___________________________________________________________________
 NN0336  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 NN0336  DYNAMIC HT  -         645.013 (meters)    2116.18  (feet)  COMP
 NN0336  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 NN0336
 NN0336  VERT ORDER  -  FIRST     CLASS II
 NN0336
 NN0336.The horizontal coordinates were scaled from a topographic map and have
 NN0336.an estimated accuracy of +/- 6 seconds.
 NN0336
 NN0336.The orthometric height was determined by differential leveling
 NN0336.and adjusted by the National Geodetic Survey in June 1991..
 NN0336
 NN0336.The geoid height was determined by GEOID03.
 NN0336
 NN0336.The dynamic height is computed by dividing the NAVD 88
 NN0336.geopotential number by the normal gravity value computed on the
 NN0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0336.degrees latitude (g = 980.6199 gals.).
 NN0336
 NN0336.The modeled gravity was interpolated from observed gravity values.
 NN0336
 NN0336;                    North         East    Units  Estimated Accuracy
 NN0336;SPC NE       -   302,910.      579,190.      MT  (+/- 180 meters Scaled)
 NN0336
 NN0336                          SUPERSEDED SURVEY CONTROL
 NN0336
 NN0336  NGVD 29 (??/??/92)  645.038  (m)         2116.26   (f) ADJ UNCH    1 2
 NN0336
 NN0336.Superseded values are not recommended for survey control.
 NN0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0336.See file dsdata.txt to determine how the superseded data were derived.
 NN0336
 NN0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN970116(NAD 83)
 NN0336_MARKER: DB = BENCH MARK DISK
 NN0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0336_STAMPING: L 219 1946
 NN0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0336+STABILITY: SURFACE MOTION
 NN0336
 NN0336  HISTORY     - Date     Condition        Report By
 NN0336  HISTORY     - 1946     MONUMENTED       CGS
 NN0336
 NN0336                          STATION DESCRIPTION
 NN0336
 NN0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0336'3.5 MI NW FROM ATKINSON.
 NN0336'3.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0336'FROM THE STATION AT ATKINSON, HOLT COUNTY, 103 FEET NORTH ACROSS
 NN0336'THE TRACK FROM THE FOURTH POLE NORTHWEST OF MILEPOST 177, 90
 NN0336'FEET SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF
 NN0336'A CULVERT UNDER U.S. HIGHWAY 20, 48.6 FEET SOUTHWEST OF THE
 NN0336'CENTERLINE OF THE HIGHWAY, 35 FEET NORTHEAST OF THE CENTERLINE OF
 NN0336'THE TRACK, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 1
 NN0336'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 219 1946
 NN0336'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NN0336'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0148 ***********************************************************************
 MM0148  DESIGNATION -  L 22
 MM0148  PID         -  MM0148
 MM0148  STATE/COUNTY-  NE/MCPHERSON
 MM0148  USGS QUAD   -  TRYON NW (1985)
 MM0148
 MM0148                         *CURRENT SURVEY CONTROL
 MM0148  ___________________________________________________________________
 MM0148* NAD 83(1986)-  41 43 22.     (N)    100 58 09.     (W)     SCALED    
 MM0148* NAVD 88     -      1010.093  (meters)    3313.95   (feet)  ADJUSTED  
 MM0148  ___________________________________________________________________
 MM0148  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 MM0148  DYNAMIC HT  -        1009.520 (meters)    3312.07  (feet)  COMP
 MM0148  MODELED GRAV-     980,020.6   (mgal)                       NAVD 88
 MM0148
 MM0148  VERT ORDER  -  FIRST     CLASS II
 MM0148
 MM0148.The horizontal coordinates were scaled from a topographic map and have
 MM0148.an estimated accuracy of +/- 6 seconds.
 MM0148
 MM0148.The orthometric height was determined by differential leveling
 MM0148.and adjusted by the National Geodetic Survey in June 1994..
 MM0148
 MM0148.The geoid height was determined by GEOID03.
 MM0148
 MM0148.The dynamic height is computed by dividing the NAVD 88
 MM0148.geopotential number by the normal gravity value computed on the
 MM0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0148.degrees latitude (g = 980.6199 gals.).
 MM0148
 MM0148.The modeled gravity was interpolated from observed gravity values.
 MM0148
 MM0148;                    North         East    Units  Estimated Accuracy
 MM0148;SPC NE       -   210,230.      419,390.      MT  (+/- 180 meters Scaled)
 MM0148
 MM0148                          SUPERSEDED SURVEY CONTROL
 MM0148
 MM0148  NAVD 88 (06/15/91) 1010.107  (m)         3313.99   (f) UNKNOWN     1 2
 MM0148  NGVD 29 (02/14/92) 1009.741  (m)         3312.79   (f) ADJUSTED    1 2
 MM0148
 MM0148.Superseded values are not recommended for survey control.
 MM0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0148.See file dsdata.txt to determine how the superseded data were derived.
 MM0148
 MM0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM362208(NAD 83)
 MM0148_MARKER: DB = BENCH MARK DISK
 MM0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0148_SP_SET: CONCRETE POST
 MM0148_STAMPING: L 22 1933 3312.825
 MM0148_MARK LOGO: CGS   
 MM0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0148+STABILITY: SURFACE MOTION
 MM0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0148+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0148
 MM0148  HISTORY     - Date     Condition        Report By
 MM0148  HISTORY     - 1933     MONUMENTED       CGS
 MM0148  HISTORY     - 19910820 GOOD             NGS
 MM0148
 MM0148                          STATION DESCRIPTION
 MM0148
 MM0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0148'13 MI N FROM TRYON.
 MM0148'13.0 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0148'TRYON, MC PHERSON COUNTY, 1.4 MILES SOUTH OF THE MC PHERSON-HOOKER
 MM0148'COUNTY LINE, ABOUT 1/2 MILE SOUTHEAST OF BASSETT RANCH, AT THE
 MM0148'RANCH ENTRANCE AND CATTLE GATE, 17 YARDS WEST OF THE CENTERLINE
 MM0148'OF THE OLD HIGHWAY, 5 YARDS SOUTH OF THE CENTERLINE OF THE RANCH
 MM0148'ENTRANCE ROAD, AND 1 YARD NORTH OF A FENCE.  A STANDARD DISK,
 MM0148'STAMPED 3312.825 L 22 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0148'PROJECTING 6 INCHES ABOVE GROUND.
 MM0148
 MM0148                          STATION RECOVERY (1991)
 MM0148
 MM0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0148'19.2 KM (11.95 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0148'COURTHOUSE IN TRYON, 380.0 M (1246.7 FT) WEST OF THE HIGHWAY
 MM0148'CENTERLINE, 15.0 M (49.2 FT) WEST OF THE CENTER OF A GATE, 0.6 M (2.0
 MM0148'FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.15
 MM0148'M (0.49 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 MM0148'PROPERTY OWNED BY LAVERNE NEAL, HC 71, BOX 12, TRYON, NE 69167,
 MM0148'TELEPHONE NUMBER (308) 587-2341.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0483 ***********************************************************************
 NN0483  DESIGNATION -  L 220
 NN0483  PID         -  NN0483
 NN0483  STATE/COUNTY-  NE/ROCK
 NN0483  USGS QUAD   -  NEWPORT SW (1954)
 NN0483
 NN0483                         *CURRENT SURVEY CONTROL
 NN0483  ___________________________________________________________________
 NN0483* NAD 83(1986)-  42 35 55.     (N)    099 29 58.     (W)     SCALED    
 NN0483* NAVD 88     -       701.569  (meters)    2301.73   (feet)  ADJUSTED  
 NN0483  ___________________________________________________________________
 NN0483  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 NN0483  DYNAMIC HT  -         701.286 (meters)    2300.80  (feet)  COMP
 NN0483  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 NN0483
 NN0483  VERT ORDER  -  FIRST     CLASS II
 NN0483
 NN0483.The horizontal coordinates were scaled from a topographic map and have
 NN0483.an estimated accuracy of +/- 6 seconds.
 NN0483
 NN0483.The orthometric height was determined by differential leveling
 NN0483.and adjusted by the National Geodetic Survey in June 1991..
 NN0483
 NN0483.The geoid height was determined by GEOID03.
 NN0483
 NN0483.The dynamic height is computed by dividing the NAVD 88
 NN0483.geopotential number by the normal gravity value computed on the
 NN0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0483.degrees latitude (g = 980.6199 gals.).
 NN0483
 NN0483.The modeled gravity was interpolated from observed gravity values.
 NN0483
 NN0483;                    North         East    Units  Estimated Accuracy
 NN0483;SPC NE       -   307,150.      541,070.      MT  (+/- 180 meters Scaled)
 NN0483
 NN0483                          SUPERSEDED SURVEY CONTROL
 NN0483
 NN0483  NGVD 29 (??/??/92)  701.324  (m)         2300.93   (f) ADJ UNCH    1 2
 NN0483
 NN0483.Superseded values are not recommended for survey control.
 NN0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0483.See file dsdata.txt to determine how the superseded data were derived.
 NN0483
 NN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN590163(NAD 83)
 NN0483_MARKER: DB = BENCH MARK DISK
 NN0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0483_STAMPING: L 220 1946
 NN0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0483+STABILITY: SURFACE MOTION
 NN0483
 NN0483  HISTORY     - Date     Condition        Report By
 NN0483  HISTORY     - 1946     MONUMENTED       CGS
 NN0483  HISTORY     - 1982     GOOD             LOCSUR
 NN0483
 NN0483                          STATION DESCRIPTION
 NN0483
 NN0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0483'2 MI E FROM BASSETT.
 NN0483'2.0 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0483'THE STATION AT BASSETT, ROCK COUNTY, AT A DIRT-ROAD CROSSING,
 NN0483'119 FEET EAST OF THE CENTERLINE OF THE ROAD, 48 FEET NORTH OF THE
 NN0483'CENTERLINE OF THE TRACK, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE,
 NN0483'1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0483'TRACK.  A STANDARD DISK, STAMPED L 220 1946 AND SET IN THE TOP
 NN0483'OF A CONCRETE POST, PROJECTING 3 INCHES ABOVE GROUND.
 NN0483
 NN0483                          STATION RECOVERY (1982)
 NN0483
 NN0483'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1252 ***********************************************************************
 NM1252  DESIGNATION -  L 221
 NM1252  PID         -  NM1252
 NM1252  STATE/COUNTY-  NE/PIERCE
 NM1252  USGS QUAD   -  FOSTER (1963)
 NM1252
 NM1252                         *CURRENT SURVEY CONTROL
 NM1252  ___________________________________________________________________
 NM1252* NAD 83(1986)-  42 17 25.     (N)    097 41 39.     (W)     SCALED    
 NM1252* NAVD 88     -       503.323  (meters)    1651.32   (feet)  ADJUSTED  
 NM1252  ___________________________________________________________________
 NM1252  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 NM1252  DYNAMIC HT  -         503.135 (meters)    1650.70  (feet)  COMP
 NM1252  MODELED GRAV-     980,231.8   (mgal)                       NAVD 88
 NM1252
 NM1252  VERT ORDER  -  FIRST     CLASS II
 NM1252
 NM1252.The horizontal coordinates were scaled from a topographic map and have
 NM1252.an estimated accuracy of +/- 6 seconds.
 NM1252
 NM1252.The orthometric height was determined by differential leveling
 NM1252.and adjusted by the National Geodetic Survey in June 1991..
 NM1252
 NM1252.The geoid height was determined by GEOID03.
 NM1252
 NM1252.The dynamic height is computed by dividing the NAVD 88
 NM1252.geopotential number by the normal gravity value computed on the
 NM1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1252.degrees latitude (g = 980.6199 gals.).
 NM1252
 NM1252.The modeled gravity was interpolated from observed gravity values.
 NM1252
 NM1252;                    North         East    Units  Estimated Accuracy
 NM1252;SPC NE       -   275,330.      690,100.      MT  (+/- 180 meters Scaled)
 NM1252
 NM1252                          SUPERSEDED SURVEY CONTROL
 NM1252
 NM1252  NGVD 29 (??/??/92)  503.144  (m)         1650.73   (f) ADJ UNCH    1 2
 NM1252
 NM1252.Superseded values are not recommended for survey control.
 NM1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1252.See file dsdata.txt to determine how the superseded data were derived.
 NM1252
 NM1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM076828(NAD 83)
 NM1252_MARKER: DB = BENCH MARK DISK
 NM1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1252_STAMPING: L 221 1946
 NM1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1252+STABILITY: SURFACE MOTION
 NM1252
 NM1252  HISTORY     - Date     Condition        Report By
 NM1252  HISTORY     - 1946     MONUMENTED       CGS
 NM1252  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1252
 NM1252                          STATION DESCRIPTION
 NM1252
 NM1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1252'2 MI NW FROM FOSTER.
 NM1252'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE CHICAGO
 NM1252'AND NORTH WESTERN RAILWAY STATION AT FOSTER, PIERCE COUNTY, 180
 NM1252'FEET WEST OF C. AND N.W. RY. MILEPOST 25, 45 FEET SOUTHWEST OF
 NM1252'THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF THE RIGHT-OF-WAY
 NM1252'FENCE, 1 FOOT WEST OF ANOTHER FENCE, 1 FOOT WEST OF A WHITE WOODEN
 NM1252'WITNESS POST, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 NM1252'DISK, STAMPED L 221 1946 AND SET IN THE TOP OF A CONCRETE POST
 NM1252'PROJECTING 4 INCHES ABOVE GROUND.
 NM1252
 NM1252                          STATION RECOVERY (1999)
 NM1252
 NM1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1252'THE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 NM1252'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0148 ***********************************************************************
 NN0148  DESIGNATION -  L 222
 NN0148  PID         -  NN0148
 NN0148  STATE/COUNTY-  NE/ANTELOPE
 NN0148  USGS QUAD   -  ORCHARD (1986)
 NN0148
 NN0148                         *CURRENT SURVEY CONTROL
 NN0148  ___________________________________________________________________
 NN0148* NAD 83(1986)-  42 20 06.     (N)    098 08 46.     (W)     SCALED    
 NN0148* NAVD 88     -       579.015  (meters)    1899.65   (feet)  ADJUSTED  
 NN0148  ___________________________________________________________________
 NN0148  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 NN0148  DYNAMIC HT  -         578.784 (meters)    1898.89  (feet)  COMP
 NN0148  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 NN0148
 NN0148  VERT ORDER  -  FIRST     CLASS II
 NN0148
 NN0148.The horizontal coordinates were scaled from a topographic map and have
 NN0148.an estimated accuracy of +/- 6 seconds.
 NN0148
 NN0148.The orthometric height was determined by differential leveling
 NN0148.and adjusted by the National Geodetic Survey in June 1991..
 NN0148
 NN0148.The geoid height was determined by GEOID03.
 NN0148
 NN0148.The dynamic height is computed by dividing the NAVD 88
 NN0148.geopotential number by the normal gravity value computed on the
 NN0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0148.degrees latitude (g = 980.6199 gals.).
 NN0148
 NN0148.The modeled gravity was interpolated from observed gravity values.
 NN0148
 NN0148;                    North         East    Units  Estimated Accuracy
 NN0148;SPC NE       -   279,400.      652,740.      MT  (+/- 180 meters Scaled)
 NN0148
 NN0148                          SUPERSEDED SURVEY CONTROL
 NN0148
 NN0148  NGVD 29 (??/??/92)  578.810  (m)         1898.98   (f) ADJ UNCH    1 2
 NN0148
 NN0148.Superseded values are not recommended for survey control.
 NN0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0148.See file dsdata.txt to determine how the superseded data were derived.
 NN0148
 NN0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM703873(NAD 83)
 NN0148_MARKER: DB = BENCH MARK DISK
 NN0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0148_STAMPING: L 222 1946
 NN0148_MARK LOGO: CGS   
 NN0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0148+STABILITY: SURFACE MOTION
 NN0148
 NN0148  HISTORY     - Date     Condition        Report By
 NN0148  HISTORY     - 1946     MONUMENTED       CGS
 NN0148  HISTORY     - 19940815 GOOD             NEDR
 NN0148
 NN0148                          STATION DESCRIPTION
 NN0148
 NN0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0148'1.2 MI W FROM ROYAL.
 NN0148'1.2 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE CITY WATER TOWER
 NN0148'AT ROYAL, ANTELOPE COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 NN0148'ROAD, 48 FEET WEST OF THE CENTERLINE OF THE ROAD, 42 FEET SOUTH
 NN0148'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 NN0148'FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 NN0148'THE HIGHWAY.  A STANDARD DISK, STAMPED L 222 1946 AND SET IN THE
 NN0148'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NN0148
 NN0148                          STATION RECOVERY (1994)
 NN0148
 NN0148'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0148'RECOVERED AS DESCRIBED, HOWEVER, THE MARK WAS RELOCATED DUE TO ROAD
 NN0148'CONSTRUCTION.  FOR FURTHER DETAILS, SEE THE DESCRIPTION FOR THE RESET
 NN0148'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7407 ***********************************************************************
 AA7407  DESIGNATION -  L 222 RESET
 AA7407  PID         -  AA7407
 AA7407  STATE/COUNTY-  NE/ANTELOPE
 AA7407  USGS QUAD   -  ORCHARD (1986)
 AA7407
 AA7407                         *CURRENT SURVEY CONTROL
 AA7407  ___________________________________________________________________
 AA7407* NAD 83(1986)-  42 20 06.     (N)    098 08 46.     (W)     SCALED    
 AA7407* NAVD 88     -       577.90   (+/-2cm)    1896.0    (feet)  VERTCON   
 AA7407  ___________________________________________________________________
 AA7407  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AA7407
 AA7407  VERT ORDER  -  THIRD (See Below)
 AA7407
 AA7407.The horizontal coordinates were scaled from a topographic map and have
 AA7407.an estimated accuracy of +/- 6 seconds.
 AA7407
 AA7407.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7407.The vertical order pertains to the NGVD 29 superseded value.
 AA7407
 AA7407.The geoid height was determined by GEOID03.
 AA7407
 AA7407;                    North         East    Units  Estimated Accuracy
 AA7407;SPC NE       -   279,400.      652,740.      MT  (+/- 180 meters Scaled)
 AA7407
 AA7407                          SUPERSEDED SURVEY CONTROL
 AA7407
 AA7407  NGVD 29 (08/02/06)  577.70   (m)         1895.3    (f) RESET       3  
 AA7407
 AA7407.Superseded values are not recommended for survey control.
 AA7407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7407.See file dsdata.txt to determine how the superseded data were derived.
 AA7407
 AA7407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM703873(NAD 83)
 AA7407_MARKER: DV = VERTICAL CONTROL DISK
 AA7407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7407_STAMPING: L 222 RESET 1994
 AA7407_MARK LOGO: NGS   
 AA7407_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7407+STABILITY: SURFACE MOTION
 AA7407
 AA7407  HISTORY     - Date     Condition        Report By
 AA7407  HISTORY     - 1994     MONUMENTED       NEDR
 AA7407
 AA7407                          STATION DESCRIPTION
 AA7407
 AA7407'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7407'THE MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) WEST FROM ROYAL AND NEAR THE
 AA7407'NORTHWEST CORNER OF SEC9, T27N, R7W AND ON PUBLIC RIGHT-OF-WAY. TO
 AA7407'REACH THE MARK FROM THE WATER TOWER IN ROYAL, GO WEST ON U.S. HIGHWAY
 AA7407'20 FOR 1.1 MI (1.8 KM) TO A MINIMUM MAINTAINED, COUNTY ROAD ON THE
 AA7407'LEFT.  TURN LEFT AND GO SOUTH ON THE COUNTY ROAD FOR 0.132 KM (0.10
 AA7407'MI) TO THE MARK ON THE LEFT. THE DISK IS SET INTO THE TOP OF A ROUND
 AA7407'CONCRETE POST THAT IS RECESSED 0.10 M (0.33 FT) BELOW THE GROUND
 AA7407'SURFACE.  IT IS 131.67 M (431.99 FT) SOUTH FROM THE CENTERLINE OF THE
 AA7407'HIGHWAY, 3.72 M (12.20 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 AA7407'26.440 M (86.745 FT) SOUTHEAST FROM A NAIL AND WASHER IN A 36-IN
 AA7407'DIAMETER COTTONWOOD TREE, 22.010 M (72.211 FT) NORTHEAST FROM A NAIL
 AA7407'AND WASHER IN A 48-INCH DIAMETER COTTONWOOD TREE, 17.325 M (56.840 FT)
 AA7407'EAST FROM A NAIL AND WASHER IN A 24-INCH DIAMETER COTTONWOOD TREE AND
 AA7407'0.660 M (2.165 FT) WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0431 ***********************************************************************
 NN0431  DESIGNATION -  L 223
 NN0431  PID         -  NN0431
 NN0431  STATE/COUNTY-  NE/KEYA PAHA
 NN0431  USGS QUAD   -  MILLS (1964)
 NN0431
 NN0431                         *CURRENT SURVEY CONTROL
 NN0431  ___________________________________________________________________
 NN0431* NAD 83(1986)-  42 55 38.     (N)    099 26 01.     (W)     SCALED    
 NN0431* NAVD 88     -       619.879  (meters)    2033.72   (feet)  ADJUSTED  
 NN0431  ___________________________________________________________________
 NN0431  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 NN0431  DYNAMIC HT  -         619.646 (meters)    2032.96  (feet)  COMP
 NN0431  MODELED GRAV-     980,224.9   (mgal)                       NAVD 88
 NN0431
 NN0431  VERT ORDER  -  FIRST     CLASS II
 NN0431
 NN0431.The horizontal coordinates were scaled from a topographic map and have
 NN0431.an estimated accuracy of +/- 6 seconds.
 NN0431
 NN0431.The orthometric height was determined by differential leveling
 NN0431.and adjusted by the National Geodetic Survey in June 1991..
 NN0431
 NN0431.The geoid height was determined by GEOID03.
 NN0431
 NN0431.The dynamic height is computed by dividing the NAVD 88
 NN0431.geopotential number by the normal gravity value computed on the
 NN0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0431.degrees latitude (g = 980.6199 gals.).
 NN0431
 NN0431.The modeled gravity was interpolated from observed gravity values.
 NN0431
 NN0431;                    North         East    Units  Estimated Accuracy
 NN0431;SPC NE       -   343,690.      546,240.      MT  (+/- 180 meters Scaled)
 NN0431
 NN0431                          SUPERSEDED SURVEY CONTROL
 NN0431
 NN0431  NGVD 29 (??/??/92)  619.593  (m)         2032.78   (f) ADJ UNCH    1 2
 NN0431
 NN0431.Superseded values are not recommended for survey control.
 NN0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0431.See file dsdata.txt to determine how the superseded data were derived.
 NN0431
 NN0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN646528(NAD 83)
 NN0431_MARKER: DB = BENCH MARK DISK
 NN0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0431_STAMPING: L 223 1946
 NN0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0431+STABILITY: SURFACE MOTION
 NN0431
 NN0431  HISTORY     - Date     Condition        Report By
 NN0431  HISTORY     - 1946     MONUMENTED       CGS
 NN0431
 NN0431                          STATION DESCRIPTION
 NN0431
 NN0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0431'5.1 MI W FROM BROCKSBURG.
 NN0431'ALONG A GRADED COUNTY ROAD, 5.1 MILES WEST OF BROCKSBURG SCHOOL,
 NN0431'NEAR A SECTION CORNER, OUTSIDE A CURVE IN THE ROAD, 27 FEET SOUTH
 NN0431'OF THE CENTER OF AN EAST-WEST ROAD, 36 FEET EAST OF THE CENTER
 NN0431'OF A NORTH-SOUTH ROAD, 13 FEET EAST OF A CORNER FENCE POST, 2
 NN0431'FEET NORTH OF A FENCE, 2 FEET WEST OF WITNESS POST.  A BRONZE
 NN0431'DISK STAMPED L 223 1946 SET IN THE TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0435 ***********************************************************************
 NN0435  DESIGNATION -  L 224
 NN0435  PID         -  NN0435
 NN0435  STATE/COUNTY-  NE/KEYA PAHA
 NN0435  USGS QUAD   -  MILLS (1964)
 NN0435
 NN0435                         *CURRENT SURVEY CONTROL
 NN0435  ___________________________________________________________________
 NN0435* NAD 83(1986)-  42 56 25.     (N)    099 29 35.     (W)     SCALED    
 NN0435* NAVD 88     -       619.969  (meters)    2034.02   (feet)  ADJUSTED  
 NN0435  ___________________________________________________________________
 NN0435  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 NN0435  DYNAMIC HT  -         619.733 (meters)    2033.24  (feet)  COMP
 NN0435  MODELED GRAV-     980,220.8   (mgal)                       NAVD 88
 NN0435
 NN0435  VERT ORDER  -  FIRST     CLASS II
 NN0435
 NN0435.The horizontal coordinates were scaled from a topographic map and have
 NN0435.an estimated accuracy of +/- 6 seconds.
 NN0435
 NN0435.The orthometric height was determined by differential leveling
 NN0435.and adjusted by the National Geodetic Survey in June 1991..
 NN0435
 NN0435.The geoid height was determined by GEOID03.
 NN0435
 NN0435.The dynamic height is computed by dividing the NAVD 88
 NN0435.geopotential number by the normal gravity value computed on the
 NN0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0435.degrees latitude (g = 980.6199 gals.).
 NN0435
 NN0435.The modeled gravity was interpolated from observed gravity values.
 NN0435
 NN0435;                    North         East    Units  Estimated Accuracy
 NN0435;SPC NE       -   345,110.      541,380.      MT  (+/- 180 meters Scaled)
 NN0435
 NN0435                          SUPERSEDED SURVEY CONTROL
 NN0435
 NN0435  NGVD 29 (??/??/92)  619.682  (m)         2033.07   (f) ADJ UNCH    1 2
 NN0435
 NN0435.Superseded values are not recommended for survey control.
 NN0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0435.See file dsdata.txt to determine how the superseded data were derived.
 NN0435
 NN0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN597543(NAD 83)
 NN0435_MARKER: DB = BENCH MARK DISK
 NN0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0435_STAMPING: L 224 1946
 NN0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0435+STABILITY: SURFACE MOTION
 NN0435
 NN0435  HISTORY     - Date     Condition        Report By
 NN0435  HISTORY     - 1946     MONUMENTED       CGS
 NN0435
 NN0435                          STATION DESCRIPTION
 NN0435
 NN0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0435'2.3 MI W FROM MILLS.
 NN0435'ALONG A GRADED COUNTY ROAD, 2.3 MILES WEST OF MILLS POST OFFICE,
 NN0435'NEAR A SECTION CORNER, 26 FEET NORTH OF THE CENTER OF THE MAIN
 NN0435'ROAD, 55 FEET EAST OF THE CENTER OF A SIDE ROAD, 13 FEET EAST OF
 NN0435'THE EAST END OF A GATE, 2 FEET SOUTH OF A FENCE, 2 FEET WEST OF
 NN0435'WITNESS POST.  A BRONZE DISK STAMPED L 224 1946 SET IN THE TOP
 NN0435'OF CONCRETE POST.  NOTE-- POST HAS BEEN HIT, CORNER WAS BROKEN
 NN0435'AND CAP WAS DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1189 ***********************************************************************
 NM1189  DESIGNATION -  L 225
 NM1189  PID         -  NM1189
 NM1189  STATE/COUNTY-  NE/WAYNE
 NM1189  USGS QUAD   -  WINSIDE (1963)
 NM1189
 NM1189                         *CURRENT SURVEY CONTROL
 NM1189  ___________________________________________________________________
 NM1189* NAD 83(1986)-  42 11 30.     (N)    097 08 04.     (W)     SCALED    
 NM1189* NAVD 88     -       494.733  (meters)    1623.14   (feet)  ADJUSTED  
 NM1189  ___________________________________________________________________
 NM1189  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 NM1189  DYNAMIC HT  -         494.554 (meters)    1622.55  (feet)  COMP
 NM1189  MODELED GRAV-     980,243.9   (mgal)                       NAVD 88
 NM1189
 NM1189  VERT ORDER  -  FIRST     CLASS II
 NM1189
 NM1189.The horizontal coordinates were scaled from a topographic map and have
 NM1189.an estimated accuracy of +/- 6 seconds.
 NM1189
 NM1189.The orthometric height was determined by differential leveling
 NM1189.and adjusted by the National Geodetic Survey in June 1991..
 NM1189
 NM1189.The geoid height was determined by GEOID03.
 NM1189
 NM1189.The dynamic height is computed by dividing the NAVD 88
 NM1189.geopotential number by the normal gravity value computed on the
 NM1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1189.degrees latitude (g = 980.6199 gals.).
 NM1189
 NM1189.The modeled gravity was interpolated from observed gravity values.
 NM1189
 NM1189;                    North         East    Units  Estimated Accuracy
 NM1189;SPC NE       -   265,760.      736,590.      MT  (+/- 180 meters Scaled)
 NM1189
 NM1189                          SUPERSEDED SURVEY CONTROL
 NM1189
 NM1189  NGVD 29 (??/??/92)  494.546  (m)         1622.52   (f) ADJ UNCH    1 2
 NM1189
 NM1189.Superseded values are not recommended for survey control.
 NM1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1189.See file dsdata.txt to determine how the superseded data were derived.
 NM1189
 NM1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM540727(NAD 83)
 NM1189_MARKER: DB = BENCH MARK DISK
 NM1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1189_STAMPING: L 225 1947
 NM1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1189+STABILITY: SURFACE MOTION
 NM1189
 NM1189  HISTORY     - Date     Condition        Report By
 NM1189  HISTORY     - 1947     MONUMENTED       CGS
 NM1189
 NM1189                          STATION DESCRIPTION
 NM1189
 NM1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM1189'3.2 MI NE FROM WINSIDE.
 NM1189'TO REACH FROM THE HIGH SCHOOL AT WINSIDE, PROCEED 2.25 MILES EAST
 NM1189'ALONG STATE HIGHWAY NO. 35 TO A DIRT CROSS ROAD, THENCE 0.95 MILE
 NM1189'NORTH ALONG A DIRT ROAD TO A SMALL HOUSE AT A DIRT CROSS ROAD.
 NM1189'BENCH MARK IS 170.5 FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOL
 NM1189'HOUSE, 100.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD,
 NM1189'31.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, 4.5 FEET
 NM1189'SOUTHEAST OF POWER LINE POLE NO. H31N1, 3.0 FEET SOUTH OF THE CENTER
 NM1189'OF AN EAST-WEST DIRT ROAD, 4.5 FEET SOUTHEAST OF POWER LINE POLE
 NM1189'NO. H31N1, 3.0 FEET WEST OF A REFERENCE POST, SET IN A CONCRETE
 NM1189'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0509 ***********************************************************************
 NN0509  DESIGNATION -  L 226
 NN0509  PID         -  NN0509
 NN0509  STATE/COUNTY-  NE/BROWN
 NN0509  USGS QUAD   -  AINSWORTH (1954)
 NN0509
 NN0509                         *CURRENT SURVEY CONTROL
 NN0509  ___________________________________________________________________
 NN0509* NAD 83(1986)-  42 32 59.     (N)    099 49 37.     (W)     SCALED    
 NN0509* NAVD 88     -       764.702  (meters)    2508.86   (feet)  ADJUSTED  
 NN0509  ___________________________________________________________________
 NN0509  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 NN0509  DYNAMIC HT  -         764.380 (meters)    2507.80  (feet)  COMP
 NN0509  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 NN0509
 NN0509  VERT ORDER  -  FIRST     CLASS II
 NN0509
 NN0509.The horizontal coordinates were scaled from a topographic map and have
 NN0509.an estimated accuracy of +/- 6 seconds.
 NN0509
 NN0509.The orthometric height was determined by differential leveling
 NN0509.and adjusted by the National Geodetic Survey in June 1991..
 NN0509
 NN0509.The geoid height was determined by GEOID03.
 NN0509
 NN0509.The dynamic height is computed by dividing the NAVD 88
 NN0509.geopotential number by the normal gravity value computed on the
 NN0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0509.degrees latitude (g = 980.6199 gals.).
 NN0509
 NN0509.The modeled gravity was interpolated from observed gravity values.
 NN0509
 NN0509;                    North         East    Units  Estimated Accuracy
 NN0509;SPC NE       -   301,620.      514,210.      MT  (+/- 180 meters Scaled)
 NN0509
 NN0509                          SUPERSEDED SURVEY CONTROL
 NN0509
 NN0509  NGVD 29 (??/??/92)  764.409  (m)         2507.90   (f) ADJ UNCH    1 2
 NN0509
 NN0509.Superseded values are not recommended for survey control.
 NN0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0509.See file dsdata.txt to determine how the superseded data were derived.
 NN0509
 NN0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN321111(NAD 83)
 NN0509_MARKER: DB = BENCH MARK DISK
 NN0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0509_STAMPING: L 226 1946
 NN0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0509+STABILITY: SURFACE MOTION
 NN0509
 NN0509  HISTORY     - Date     Condition        Report By
 NN0509  HISTORY     - 1946     MONUMENTED       CGS
 NN0509
 NN0509                          STATION DESCRIPTION
 NN0509
 NN0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0509'1.9 MI E FROM AINSWORTH.
 NN0509'1.9 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 NN0509'AT AINSWORTH, BROWN COUNTY, AT THE SOUTHEAST CORNER OF THE
 NN0509'AINSWORTH MUNICIPAL AIRPORT, 91 FEET NORTH OF THE CENTERLINE
 NN0509'OF THE HIGHWAY, 62 FEET NORTH OF THE SOUTHWEST CORNER OF A
 NN0509'CEMETERY, 49 FEET NORTH OF THE SOUTHEAST CORNER OF THE AIRPORT,
 NN0509'5 FEET WEST OF A ROW OF CEDAR TREES, 1 FOOT NORTH OF A WHITE
 NN0509'WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 NN0509'DISK, STAMPED L 226 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0509'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0020 ***********************************************************************
 NO0020  CBN         -  This is a Cooperative Base Network Control Station.
 NO0020  DESIGNATION -  L 227
 NO0020  PID         -  NO0020
 NO0020  STATE/COUNTY-  NE/BROWN
 NO0020  USGS QUAD   -  WOOD LAKE (1985)
 NO0020
 NO0020                         *CURRENT SURVEY CONTROL
 NO0020  ___________________________________________________________________
 NO0020* NAD 83(1995)-  42 37 59.10435(N)    100 13 29.59842(W)     ADJUSTED  
 NO0020* NAVD 88     -       817.260  (meters)    2681.29   (feet)  ADJUSTED  
 NO0020  ___________________________________________________________________
 NO0020  X           -    -834,350.360 (meters)                     COMP
 NO0020  Y           -  -4,625,594.743 (meters)                     COMP
 NO0020  Z           -   4,298,141.332 (meters)                     COMP
 NO0020  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 NO0020  ELLIP HEIGHT-         795.21  (meters)          (09/24/01) GPS OBS
 NO0020  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 NO0020  DYNAMIC HT  -         816.919 (meters)    2680.18  (feet)  COMP
 NO0020  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 NO0020
 NO0020  HORZ ORDER  -  B
 NO0020  VERT ORDER  -  FIRST     CLASS II
 NO0020  ELLP ORDER  -  FOURTH    CLASS I
 NO0020
 NO0020.The horizontal coordinates were established by GPS observations
 NO0020.and adjusted by the National Geodetic Survey in June 1996..
 NO0020
 NO0020.The orthometric height was determined by differential leveling
 NO0020.and adjusted by the National Geodetic Survey in June 1991..
 NO0020
 NO0020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0020
 NO0020.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0020
 NO0020.The ellipsoidal height was determined by GPS observations
 NO0020.and is referenced to NAD 83.
 NO0020
 NO0020.The geoid height was determined by GEOID03.
 NO0020
 NO0020.The dynamic height is computed by dividing the NAVD 88
 NO0020.geopotential number by the normal gravity value computed on the
 NO0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0020.degrees latitude (g = 980.6199 gals.).
 NO0020
 NO0020.The modeled gravity was interpolated from observed gravity values.
 NO0020
 NO0020;                    North         East     Units Scale Factor Converg.
 NO0020;SPC NE       -   310,888.044   481,556.385   MT  0.99985250   -0 08 56.5
 NO0020;UTM  14      - 4,720,797.928   399,568.712   MT  0.99972409   -0 49 46.9
 NO0020
 NO0020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0020!SPC NE       -   0.99987530  x   0.99985250  =   0.99972782
 NO0020!UTM  14      -   0.99987530  x   0.99972409  =   0.99959943
 NO0020
 NO0020                          SUPERSEDED SURVEY CONTROL
 NO0020
 NO0020  ELLIP H (06/25/96)  795.27   (m)                       GP(       ) 1 1
 NO0020  NAVD 88 (06/25/96)  817.26   (m)         2681.3    (f) LEVELING    3  
 NO0020  NGVD 29 (??/??/92)  816.969  (m)         2680.34   (f) ADJ UNCH    1 2
 NO0020
 NO0020.Superseded values are not recommended for survey control.
 NO0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0020.See file dsdata.txt to determine how the superseded data were derived.
 NO0020
 NO0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9956920798(NAD 83)
 NO0020_MARKER: DB = BENCH MARK DISK
 NO0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0020_STAMPING: L 227 1946
 NO0020_MARK LOGO: CGS   
 NO0020_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NO0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0020+STABILITY: SURFACE MOTION
 NO0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0020+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1995
 NO0020
 NO0020  HISTORY     - Date     Condition        Report By
 NO0020  HISTORY     - 1946     MONUMENTED       CGS
 NO0020  HISTORY     - 1975     GOOD             NGS
 NO0020  HISTORY     - 19950406 GOOD             NGS
 NO0020
 NO0020                          STATION DESCRIPTION
 NO0020
 NO0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0020'0.3 MI S FROM WOOD LAKE.
 NO0020'0.3 MILE SOUTH ALONG A GRAVEL STREET FROM THE POST OFFICE AT
 NO0020'WOOD LAKE, CHERRY COUNTY, THENCE 0.7 MILE EAST ALONG U.S. HIGHWAY
 NO0020'20, 1 POLE WEST OF CHICAGO AND NORTH WESTERN RAILWAY MILEPOST
 NO0020'243, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH, 76 FEET
 NO0020'NORTH OF THE CENTERLINE OF THE HIGHWAY, 56 FEET SOUTH OF THE
 NO0020'CENTERLINE OF THE C. AND N.W. RY. TRACK, 22 FEET EAST OF THE
 NO0020'CENTERLINE OF THE DIRT ROAD, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 NO0020'POST, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 NO0020'STAMPED L 227 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0020'4 INCHES ABOVE GROUND.
 NO0020
 NO0020                          STATION RECOVERY (1975)
 NO0020
 NO0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0020'RECOVERED IN GOOD CONDITION.
 NO0020
 NO0020                          STATION RECOVERY (1995)
 NO0020
 NO0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0020'TO REACH THE MARK FROM THE WOOD LAKE POST OFFICE, GO SOUTH FOR 0.3 MI
 NO0020'(0.5 KM) TO U.S. HIGHWAY 20.  TURN LEFT AND GO SOUTHEAST ON THE
 NO0020'HIGHWAY FOR 0.65 MI (1.05 KM) TO AN ENTRANCE ROAD INTO A PASTURE, A
 NO0020'WINDMILL AND THE MARK ON THE LEFT, ON THE NORTHEAST RIGHT-OF-WAY OF
 NO0020'THE HIGHWAY, ADJACENT TO AN ABANDONED RAILROAD GRADE, NOW OWNED BY THE
 NO0020'NEBRASKA GAMES AND PARKS COMMISSION, ABOUT 350 FT (106.7 M)
 NO0020'SOUTH-SOUTHEAST FROM THE WINDMILL, IN THE NE1/4, SEC27, T31N, R25W.
 NO0020'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 NO0020'FLUSH WITH THE GROUND.  IT IS 73.5 FT (22.4 M) NORTHEAST FROM THE
 NO0020'CENTERLINE OF THE HIGHWAY, 155.6 FT (47.4 M) SOUTH FROM THE WEST
 NO0020'GATEPOST OF A WIRE GATE INTO THE PASTURE, 27.5 FT (8.4 M) SOUTHEAST
 NO0020'FROM THE CENTERLINE OF THE ENTRANCE ROAD, 1.5 FT (0.5 M) EAST OF A
 NO0020'FIBERGLASS WITNESS POST AND 1.0 FT (0.3 M) WEST FROM A METAL WITNESS
 NO0020'POST.  A LENGTH OF REBAR WAS DRIVEN ALONG THE WEST SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0029 ***********************************************************************
 NO0029  DESIGNATION -  L 228
 NO0029  PID         -  NO0029
 NO0029  STATE/COUNTY-  NE/CHERRY
 NO0029  USGS QUAD   -  ARABIA (1985)
 NO0029
 NO0029                         *CURRENT SURVEY CONTROL
 NO0029  ___________________________________________________________________
 NO0029* NAD 83(1986)-  42 42 10.     (N)    100 20 42.     (W)     SCALED    
 NO0029* NAVD 88     -       827.269  (meters)    2714.13   (feet)  ADJUSTED  
 NO0029  ___________________________________________________________________
 NO0029  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 NO0029  DYNAMIC HT  -         826.929 (meters)    2713.02  (feet)  COMP
 NO0029  MODELED GRAV-     980,181.7   (mgal)                       NAVD 88
 NO0029
 NO0029  VERT ORDER  -  FIRST     CLASS II
 NO0029
 NO0029.The horizontal coordinates were scaled from a topographic map and have
 NO0029.an estimated accuracy of +/- 6 seconds.
 NO0029
 NO0029.The orthometric height was determined by differential leveling
 NO0029.and adjusted by the National Geodetic Survey in June 1991..
 NO0029
 NO0029.The geoid height was determined by GEOID03.
 NO0029
 NO0029.The dynamic height is computed by dividing the NAVD 88
 NO0029.geopotential number by the normal gravity value computed on the
 NO0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0029.degrees latitude (g = 980.6199 gals.).
 NO0029
 NO0029.The modeled gravity was interpolated from observed gravity values.
 NO0029
 NO0029;                    North         East    Units  Estimated Accuracy
 NO0029;SPC NE       -   318,660.      471,740.      MT  (+/- 180 meters Scaled)
 NO0029
 NO0029                          SUPERSEDED SURVEY CONTROL
 NO0029
 NO0029  NGVD 29 (??/??/92)  826.984  (m)         2713.20   (f) ADJ UNCH    1 2
 NO0029
 NO0029.Superseded values are not recommended for survey control.
 NO0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0029.See file dsdata.txt to determine how the superseded data were derived.
 NO0029
 NO0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN898286(NAD 83)
 NO0029_MARKER: DB = BENCH MARK DISK
 NO0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0029_STAMPING: L 228 1946
 NO0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0029+STABILITY: SURFACE MOTION
 NO0029
 NO0029  HISTORY     - Date     Condition        Report By
 NO0029  HISTORY     - 1946     MONUMENTED       CGS
 NO0029
 NO0029                          STATION DESCRIPTION
 NO0029
 NO0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0029'2.4 MI SE FROM ARABIA.
 NO0029'2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND
 NO0029'NORTH WESTERN RAILWAY STATION AT ARABIA, CHERRY COUNTY, 83
 NO0029'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 48 FEET SOUTHWEST
 NO0029'OF THE CENTERLINE OF THE C. AND N.W. RY. TRACK, 45 FEET
 NO0029'SOUTHEAST OF C. AND N.W. RY. MILEPOST 251, IN LINE WITH A ROW
 NO0029'OF POLES, AND 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 NO0029'STAMPED 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0030 ***********************************************************************
 NO0030  DESIGNATION -  L 228 RESET
 NO0030  PID         -  NO0030
 NO0030  STATE/COUNTY-  NE/CHERRY
 NO0030  USGS QUAD   -  ARABIA (1985)
 NO0030
 NO0030                         *CURRENT SURVEY CONTROL
 NO0030  ___________________________________________________________________
 NO0030* NAD 83(1986)-  42 42 09.     (N)    100 20 45.     (W)     SCALED    
 NO0030* NAVD 88     -       826.73   (meters)    2712.4    (feet)  RESET     
 NO0030  ___________________________________________________________________
 NO0030  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 NO0030
 NO0030  VERT ORDER  -  THIRD
 NO0030
 NO0030.The horizontal coordinates were scaled from a topographic map and have
 NO0030.an estimated accuracy of +/- 6 seconds.
 NO0030
 NO0030.The orthometric height was computed from unverified reset data.
 NO0030.No vertical observational check was made to the station.
 NO0030
 NO0030.The geoid height was determined by GEOID03.
 NO0030
 NO0030;                    North         East    Units  Estimated Accuracy
 NO0030;SPC NE       -   318,630.      471,670.      MT  (+/- 180 meters Scaled)
 NO0030
 NO0030                          SUPERSEDED SURVEY CONTROL
 NO0030
 NO0030.No superseded survey control is available for this station.
 NO0030
 NO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN897286(NAD 83)
 NO0030_MARKER: DB = BENCH MARK DISK
 NO0030_SETTING: 0 = UNSPECIFIED SETTING
 NO0030_STAMPING: L 228 RESET 1975
 NO0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0030
 NO0030  HISTORY     - Date     Condition        Report By
 NO0030  HISTORY     - 1975     MONUMENTED       NGS
 NO0030
 NO0030                          STATION DESCRIPTION
 NO0030
 NO0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NO0030'2.4 MI SE FROM ARABIA.
 NO0030'2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM ARABIA, 83 FEET
 NO0030'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 20, 49 FEET SOUTHEAST
 NO0030'OF CHICAGO AND NORTH WESTERN RAILWAY MILE POST 251, 48 FEET
 NO0030'SOUTHWEST OF THE CENTER OF RAILROAD TRACKS AND 1 FOOT SOUTHEAST
 NO0030'OF A METAL WITNESS POST.  A 4-INCH CAST ALUMINUM BENCH MARK,
 NO0030'STAMPED L 228 RESET 1975, AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0053 ***********************************************************************
 NO0053  DESIGNATION -  L 229
 NO0053  PID         -  NO0053
 NO0053  STATE/COUNTY-  NE/KEYA PAHA
 NO0053  USGS QUAD   -  NORDEN NW (1983)
 NO0053
 NO0053                         *CURRENT SURVEY CONTROL
 NO0053  ___________________________________________________________________
 NO0053* NAD 83(1986)-  42 52 57.     (N)    100 08 50.     (W)     SCALED    
 NO0053* NAVD 88     -       770.457  (meters)    2527.74   (feet)  ADJUSTED  
 NO0053  ___________________________________________________________________
 NO0053  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 NO0053  DYNAMIC HT  -         770.150 (meters)    2526.73  (feet)  COMP
 NO0053  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 NO0053
 NO0053  VERT ORDER  -  SECOND    CLASS 0
 NO0053
 NO0053.The horizontal coordinates were scaled from a topographic map and have
 NO0053.an estimated accuracy of +/- 6 seconds.
 NO0053
 NO0053.The orthometric height was determined by differential leveling
 NO0053.and adjusted by the National Geodetic Survey in June 1991..
 NO0053
 NO0053.The geoid height was determined by GEOID03.
 NO0053
 NO0053.The dynamic height is computed by dividing the NAVD 88
 NO0053.geopotential number by the normal gravity value computed on the
 NO0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0053.degrees latitude (g = 980.6199 gals.).
 NO0053
 NO0053.The modeled gravity was interpolated from observed gravity values.
 NO0053
 NO0053;                    North         East    Units  Estimated Accuracy
 NO0053;SPC NE       -   338,580.      487,970.      MT  (+/- 180 meters Scaled)
 NO0053
 NO0053                          SUPERSEDED SURVEY CONTROL
 NO0053
 NO0053  NGVD 29 (??/??/92)  770.140  (m)         2526.70   (f) ADJ UNCH    2 0
 NO0053
 NO0053.Superseded values are not recommended for survey control.
 NO0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0053.See file dsdata.txt to determine how the superseded data were derived.
 NO0053
 NO0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN063484(NAD 83)
 NO0053_MARKER: DB = BENCH MARK DISK
 NO0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0053_STAMPING: L 229 1946
 NO0053_MARK LOGO: CGS   
 NO0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0053+STABILITY: SURFACE MOTION
 NO0053
 NO0053  HISTORY     - Date     Condition        Report By
 NO0053  HISTORY     - 1946     MONUMENTED       CGS
 NO0053  HISTORY     - 19950406 GOOD             NGS
 NO0053
 NO0053                          STATION DESCRIPTION
 NO0053
 NO0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0053'4.4 MI W FROM NORDEN.
 NO0053'ABOUT 4.4 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM THE
 NO0053'CONOCO SERVICE STATION AT NORDEN, 116 FEET WEST OF A 10 INCH
 NO0053'COTTONWOOD TREE, 89 FEET EAST OF A 12 INCH COTTONWOOD TREE, 28
 NO0053'FEET NORTH OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF THE
 NO0053'HIGHWAY, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF
 NO0053'A 4 IN X 4 IN MARKER POST.  A BRONZE DISC STAMPED L 229 1946 AND
 NO0053'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 NO0053'THE GROUND.  STAMPED L 229 1946.
 NO0053
 NO0053                          STATION RECOVERY (1995)
 NO0053
 NO0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NO0053'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0215 ***********************************************************************
 LJ0215  DESIGNATION -  L 23
 LJ0215  PID         -  LJ0215
 LJ0215  STATE/COUNTY-  NE/HITCHCOCK
 LJ0215  USGS QUAD   -  TRENTON SE (1976)
 LJ0215
 LJ0215                         *CURRENT SURVEY CONTROL
 LJ0215  ___________________________________________________________________
 LJ0215* NAD 83(1986)-  40 00 09.     (N)    101 03 38.     (W)     SCALED    
 LJ0215* NAVD 88     -       913.592  (meters)    2997.34   (feet)  ADJUSTED  
 LJ0215  ___________________________________________________________________
 LJ0215  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 LJ0215  DYNAMIC HT  -         912.933 (meters)    2995.18  (feet)  COMP
 LJ0215  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 LJ0215
 LJ0215  VERT ORDER  -  SECOND    CLASS 0
 LJ0215
 LJ0215.The horizontal coordinates were scaled from a topographic map and have
 LJ0215.an estimated accuracy of +/- 6 seconds.
 LJ0215
 LJ0215.The orthometric height was determined by differential leveling
 LJ0215.and adjusted by the National Geodetic Survey in June 1991..
 LJ0215
 LJ0215.The geoid height was determined by GEOID03.
 LJ0215
 LJ0215.The dynamic height is computed by dividing the NAVD 88
 LJ0215.geopotential number by the normal gravity value computed on the
 LJ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0215.degrees latitude (g = 980.6199 gals.).
 LJ0215
 LJ0215.The modeled gravity was interpolated from observed gravity values.
 LJ0215
 LJ0215;                    North         East    Units  Estimated Accuracy
 LJ0215;SPC NE       -    19,340.      409,440.      MT  (+/- 180 meters Scaled)
 LJ0215
 LJ0215                          SUPERSEDED SURVEY CONTROL
 LJ0215
 LJ0215  NGVD 29 (??/??/92)  913.242  (m)         2996.19   (f) ADJ UNCH    2 0
 LJ0215
 LJ0215.Superseded values are not recommended for survey control.
 LJ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0215.See file dsdata.txt to determine how the superseded data were derived.
 LJ0215
 LJ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK241300(NAD 83)
 LJ0215_MARKER: DB = BENCH MARK DISK
 LJ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0215_STAMPING: L-23 1934
 LJ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0215+STABILITY: SURFACE MOTION
 LJ0215
 LJ0215  HISTORY     - Date     Condition        Report By
 LJ0215  HISTORY     - 1934     MONUMENTED       CGS
 LJ0215  HISTORY     - 1961     GOOD             NGS
 LJ0215
 LJ0215                          STATION DESCRIPTION
 LJ0215
 LJ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0215'14.3 MI S FROM TRENTON.
 LJ0215'14.3 MILES S OF AND ALONG STATE HWY 17.  50 FT N OF KANSAS-NEBRASKA
 LJ0215'STATE LINE IN CORNER OF FENCE, 29 FT W OF CENTER OF HIGHWAY,
 LJ0215'3 FT W OF R/W FENCE AND 12 FT N OF SIDE FENCE.
 LJ0215
 LJ0215                          STATION RECOVERY (1961)
 LJ0215
 LJ0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LJ0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0339 ***********************************************************************
 MK0339  DESIGNATION -  L 230
 MK0339  PID         -  MK0339
 MK0339  STATE/COUNTY-  NE/BURT
 MK0339  USGS QUAD   -  TEKAMAH (1983)
 MK0339
 MK0339                         *CURRENT SURVEY CONTROL
 MK0339  ___________________________________________________________________
 MK0339* NAD 83(1986)-  41 46 42.     (N)    096 13 15.     (W)     SCALED    
 MK0339* NAVD 88     -       320.610  (meters)    1051.87   (feet)  ADJUSTED  
 MK0339  ___________________________________________________________________
 MK0339  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 MK0339  DYNAMIC HT  -         320.485 (meters)    1051.46  (feet)  COMP
 MK0339  MODELED GRAV-     980,224.4   (mgal)                       NAVD 88
 MK0339
 MK0339  VERT ORDER  -  SECOND    CLASS 0
 MK0339
 MK0339.The horizontal coordinates were scaled from a topographic map and have
 MK0339.an estimated accuracy of +/- 6 seconds.
 MK0339
 MK0339.The orthometric height was determined by differential leveling
 MK0339.and adjusted by the National Geodetic Survey in June 1991..
 MK0339
 MK0339.The geoid height was determined by GEOID03.
 MK0339
 MK0339.The dynamic height is computed by dividing the NAVD 88
 MK0339.geopotential number by the normal gravity value computed on the
 MK0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0339.degrees latitude (g = 980.6199 gals.).
 MK0339
 MK0339.The modeled gravity was interpolated from observed gravity values.
 MK0339
 MK0339;                    North         East    Units  Estimated Accuracy
 MK0339;SPC NE       -   222,810.      813,990.      MT  (+/- 180 meters Scaled)
 MK0339
 MK0339                          SUPERSEDED SURVEY CONTROL
 MK0339
 MK0339  NGVD 29 (??/??/92)  320.472  (m)         1051.42   (f) ADJ UNCH    2 0
 MK0339
 MK0339.Superseded values are not recommended for survey control.
 MK0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0339.See file dsdata.txt to determine how the superseded data were derived.
 MK0339
 MK0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM309288(NAD 83)
 MK0339_MARKER: DB = BENCH MARK DISK
 MK0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0339_STAMPING: L 230 1947
 MK0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0339+STABILITY: SURFACE MOTION
 MK0339
 MK0339  HISTORY     - Date     Condition        Report By
 MK0339  HISTORY     - 1947     MONUMENTED       CGS
 MK0339  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0339
 MK0339                          STATION DESCRIPTION
 MK0339
 MK0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0339'AT TEKAMAH.
 MK0339'AT TEKAMAH, AT THE SOUTHWEST CORNER OF THE COURT HOUSE LAWN,
 MK0339'21.0 FEET EAST OF THE EAST CONCRETE CURB OF THIRTEENTH STREET
 MK0339'(U.S. HIGHWAY NO. 73), 17.0 FEET NORTH OF THE NORTH CONCRETE
 MK0339'CURB OF M STREET, 3.7 FEET NORTH OF THE NORTH EDGE OF A
 MK0339'CONCRETE WALK ALONG THE NORTH SIDE OF M STREET, 1.0 FOOT EAST
 MK0339'OF THE EAST EDGE OF A CONCRETE WALK LEADING TO THE COURT HOUSE,
 MK0339'SET IN A CONCRETE POST ABOUT FLUSH WITH THE TOP OF THE GROUND
 MK0339'AND THE TOP OF THE CONCRETE WALKS.  NOTE-- NEW PARKING AREA
 MK0339'HAS BEEN CONSTRUCTED AT LOCATION, BENCH MARK HAS BEEN DESTROYED
 MK0339'OR COVERED WITH CONCRETE.
 MK0339
 MK0339                          STATION RECOVERY (1965)
 MK0339
 MK0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0315 ***********************************************************************
 MK0315  DESIGNATION -  L 231 RESET
 MK0315  PID         -  MK0315
 MK0315  STATE/COUNTY-  NE/BURT
 MK0315  USGS QUAD   -  CRAIG (1970)
 MK0315
 MK0315                         *CURRENT SURVEY CONTROL
 MK0315  ___________________________________________________________________
 MK0315* NAD 83(1986)-  41 50 34.     (N)    096 20 49.     (W)     SCALED    
 MK0315* NAVD 88     -       412.11   (meters)    1352.1    (feet)  RESET     
 MK0315  ___________________________________________________________________
 MK0315  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 MK0315
 MK0315  VERT ORDER  -  THIRD
 MK0315
 MK0315.The horizontal coordinates were scaled from a topographic map and have
 MK0315.an estimated accuracy of +/- 6 seconds.
 MK0315
 MK0315.The orthometric height was computed from unverified reset data.
 MK0315
 MK0315.The geoid height was determined by GEOID03.
 MK0315
 MK0315;                    North         East    Units  Estimated Accuracy
 MK0315;SPC NE       -   229,510.      803,210.      MT  (+/- 180 meters Scaled)
 MK0315
 MK0315                          SUPERSEDED SURVEY CONTROL
 MK0315
 MK0315  NGVD 29 (??/??/??)  411.97   (m)         1351.6    (f) RESET       3  
 MK0315
 MK0315.Superseded values are not recommended for survey control.
 MK0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0315.See file dsdata.txt to determine how the superseded data were derived.
 MK0315
 MK0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM202357(NAD 83)
 MK0315_MARKER: DB = BENCH MARK DISK
 MK0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0315_STAMPING: L 231 1947 RESET 1957
 MK0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0315+STABILITY: SURFACE MOTION
 MK0315
 MK0315  HISTORY     - Date     Condition        Report By
 MK0315  HISTORY     - 1957     MONUMENTED       CGS
 MK0315  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0315
 MK0315                          STATION DESCRIPTION
 MK0315
 MK0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK0315'4.7 MI N FROM CRAIG.
 MK0315'0.7 MILE EAST ALONG OLD U.S. HIGHWAY 73 W FROM THE HIGH SCHOOL
 MK0315'AT CRAIG, THENCE 1.0 MILE NORTH ALONG GRAVEL ROAD TO NEW
 MK0315'U.S. HIGHWAY 73 W.  CROSS THE NEW HIGHWAY AND CONTINUE NORTH
 MK0315'ALONG GRAVEL ROAD FOR 3.0 MILES TO CROSSRODS, IN THE
 MK0315'SOUTHEAST ANGLE OF CROSSROAD, 84 FEET EAST OF CENTER OF ROAD,
 MK0315'35 FEET SOUTH OF CENTER OF GRAVEL ROAD, 2 FEET WEST-SOUTHWEST
 MK0315'OF POWER POLE WITH TRANSFORMER, AND 1.5 FEET EAST OF A
 MK0315'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MK0315'IS STAMPED L 231 1947 RESET 1957.  NOTE-- ROAD CONSTRUCTION
 MK0315'WORK HAS BEEN DONE AT LOCATION.
 MK0315
 MK0315                          STATION RECOVERY (1965)
 MK0315
 MK0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0796 ***********************************************************************
 MJ0796  DESIGNATION -  L 232
 MJ0796  PID         -  MJ0796
 MJ0796  STATE/COUNTY-  NE/DOUGLAS
 MJ0796  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0796
 MJ0796                         *CURRENT SURVEY CONTROL
 MJ0796  ___________________________________________________________________
 MJ0796* NAD 83(1986)-  41 12 28.     (N)    095 56 01.     (W)     SCALED    
 MJ0796* NAVD 88     -       320.100  (meters)    1050.19   (feet)  ADJUSTED  
 MJ0796  ___________________________________________________________________
 MJ0796  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 MJ0796  DYNAMIC HT  -         319.968 (meters)    1049.76  (feet)  COMP
 MJ0796  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 MJ0796
 MJ0796  VERT ORDER  -  FIRST     CLASS II
 MJ0796
 MJ0796.The horizontal coordinates were scaled from a topographic map and have
 MJ0796.an estimated accuracy of +/- 6 seconds.
 MJ0796
 MJ0796.The orthometric height was determined by differential leveling
 MJ0796.and adjusted by the National Geodetic Survey in June 1991..
 MJ0796
 MJ0796.The geoid height was determined by GEOID03.
 MJ0796
 MJ0796.The dynamic height is computed by dividing the NAVD 88
 MJ0796.geopotential number by the normal gravity value computed on the
 MJ0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0796.degrees latitude (g = 980.6199 gals.).
 MJ0796
 MJ0796.The modeled gravity was interpolated from observed gravity values.
 MJ0796
 MJ0796;                    North         East    Units  Estimated Accuracy
 MJ0796;SPC NE       -   160,620.      840,810.      MT  (+/- 180 meters Scaled)
 MJ0796
 MJ0796                          SUPERSEDED SURVEY CONTROL
 MJ0796
 MJ0796  NGVD 29 (??/??/92)  319.982  (m)         1049.81   (f) ADJ UNCH    1 2
 MJ0796
 MJ0796.Superseded values are not recommended for survey control.
 MJ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0796.See file dsdata.txt to determine how the superseded data were derived.
 MJ0796
 MJ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF540659(NAD 83)
 MJ0796_MARKER: DB = BENCH MARK DISK
 MJ0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0796_STAMPING: L 232 1947
 MJ0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0796+STABILITY: SURFACE MOTION
 MJ0796
 MJ0796  HISTORY     - Date     Condition        Report By
 MJ0796  HISTORY     - 1947     MONUMENTED       CGS
 MJ0796  HISTORY     - 1976     GOOD             NGS
 MJ0796
 MJ0796                          STATION DESCRIPTION
 MJ0796
 MJ0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0796'AT OMAHA.
 MJ0796'ABOUT 165 YARDS SOUTH OF THE INTERSECTION OF 13TH STREET AND
 MJ0796'O STREET, 47 FEET EAST OF THE CENTER LINE OF 13TH STREET, 17 FEET
 MJ0796'EAST OF A TELEPHONE POLE, AND 12 FEET SOUTH OF A CURB OF AN
 MJ0796'APPROACH TO AN ABANDONED DRIVE.  A BRONZE DISK SET IN THE TOP
 MJ0796'OF A CONCRETE POST AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0796
 MJ0796                          STATION RECOVERY (1976)
 MJ0796
 MJ0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0531 ***********************************************************************
 MK0531  DESIGNATION -  L 233
 MK0531  PID         -  MK0531
 MK0531  STATE/COUNTY-  NE/WASHINGTON
 MK0531  USGS QUAD   -  FORT CALHOUN (1975)
 MK0531
 MK0531                         *CURRENT SURVEY CONTROL
 MK0531  ___________________________________________________________________
 MK0531* NAD 83(1986)-  41 26 25.     (N)    096 02 06.     (W)     SCALED    
 MK0531* NAVD 88     -       378.232  (meters)    1240.92   (feet)  ADJUSTED  
 MK0531  ___________________________________________________________________
 MK0531  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 MK0531  DYNAMIC HT  -         378.051 (meters)    1240.32  (feet)  COMP
 MK0531  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 MK0531
 MK0531  VERT ORDER  -  SECOND    CLASS 0
 MK0531
 MK0531.The horizontal coordinates were scaled from a topographic map and have
 MK0531.an estimated accuracy of +/- 6 seconds.
 MK0531
 MK0531.The orthometric height was determined by differential leveling
 MK0531.and adjusted by the National Geodetic Survey in June 1991..
 MK0531
 MK0531.The geoid height was determined by GEOID03.
 MK0531
 MK0531.The dynamic height is computed by dividing the NAVD 88
 MK0531.geopotential number by the normal gravity value computed on the
 MK0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0531.degrees latitude (g = 980.6199 gals.).
 MK0531
 MK0531.The modeled gravity was interpolated from observed gravity values.
 MK0531
 MK0531;                    North         East    Units  Estimated Accuracy
 MK0531;SPC NE       -   186,010.      831,140.      MT  (+/- 180 meters Scaled)
 MK0531
 MK0531                          SUPERSEDED SURVEY CONTROL
 MK0531
 MK0531  NGVD 29 (??/??/92)  378.086  (m)         1240.44   (f) ADJ UNCH    2 0
 MK0531
 MK0531.Superseded values are not recommended for survey control.
 MK0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0531.See file dsdata.txt to determine how the superseded data were derived.
 MK0531
 MK0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL477918(NAD 83)
 MK0531_MARKER: DB = BENCH MARK DISK
 MK0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0531_STAMPING: L 233 1947
 MK0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0531+STABILITY: SURFACE MOTION
 MK0531
 MK0531  HISTORY     - Date     Condition        Report By
 MK0531  HISTORY     - 1947     MONUMENTED       CGS
 MK0531  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0531
 MK0531                          STATION DESCRIPTION
 MK0531
 MK0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0531'1.2 MI S FROM FORT CALHOUN.
 MK0531'0.5 MILE SOUTH ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE AT
 MK0531'FORT CALHOUN, THENCE 0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 MK0531'THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, 53 FEET NORTHEAST
 MK0531'OF A 14-INCH PINE TREE, 28 FEET WEST OF AND 3 FEET HIGHER THAN
 MK0531'THE CENTER LINE OF THE ROAD, 22.5 FEET SOUTH OF A 24-INCH
 MK0531'COTTONWOOD TREE, 18 FEET NORTH OF A 20-INCH BOXELDER TREE, 2
 MK0531'FEET NORTH OF A 4 X 4 MARKER POST, 1 FOOT WEST OF A FENCE, SET
 MK0531'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 MK0531'THE GROUND.
 MK0531
 MK0531                          STATION RECOVERY (1966)
 MK0531
 MK0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1822 ***********************************************************************
 MK1822  DESIGNATION -  L 234 RESET
 MK1822  PID         -  MK1822
 MK1822  STATE/COUNTY-  NE/WASHINGTON
 MK1822  USGS QUAD   -  MODALE (1970)
 MK1822
 MK1822                         *CURRENT SURVEY CONTROL
 MK1822  ___________________________________________________________________
 MK1822* NAD 83(1986)-  41 30 05.     (N)    096 03 32.     (W)     SCALED    
 MK1822* NAVD 88     -       309.59   (+/-2cm)    1015.7    (feet)  VERTCON   
 MK1822  ___________________________________________________________________
 MK1822  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 MK1822
 MK1822  VERT ORDER  -  THIRD (See Below)
 MK1822
 MK1822.The horizontal coordinates were scaled from a topographic map and have
 MK1822.an estimated accuracy of +/- 6 seconds.
 MK1822
 MK1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1822.The vertical order pertains to the NGVD 29 superseded value.
 MK1822
 MK1822.The geoid height was determined by GEOID03.
 MK1822
 MK1822;                    North         East    Units  Estimated Accuracy
 MK1822;SPC NE       -   192,690.      828,830.      MT  (+/- 180 meters Scaled)
 MK1822
 MK1822                          SUPERSEDED SURVEY CONTROL
 MK1822
 MK1822  NGVD 29 (08/02/06)  309.45   (m)         1015.3    (f) RESET       3  
 MK1822
 MK1822.Superseded values are not recommended for survey control.
 MK1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1822.See file dsdata.txt to determine how the superseded data were derived.
 MK1822
 MK1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL454985(NAD 83)
 MK1822_MARKER: DB = BENCH MARK DISK
 MK1822_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1822_SP_SET: ABUTMENT
 MK1822_STAMPING: L 234 RESET 1976
 MK1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1822+STABILITY: SURFACE MOTION
 MK1822
 MK1822  HISTORY     - Date     Condition        Report By
 MK1822  HISTORY     - 1976     MONUMENTED       RBNF
 MK1822
 MK1822                          STATION DESCRIPTION
 MK1822
 MK1822'DESCRIBED BY RESEARCHED BUT NOT FOUND 1976
 MK1822'5.4 MI SE FROM BLAIR.
 MK1822'0.2 MILES EAST ALONG COLFAX STREET FROM COURTHOUSE IN BLAIR, THENCE
 MK1822'5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 73, 23.5 FEET SOUTHWEST
 MK1822'AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF
 MK1822'THE FLAT SECTION OF THE SOUTHWEST CONCRETE WING OF THE SOUTH BRIDGE
 MK1822'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0650 ***********************************************************************
 NM0650  DESIGNATION -  L 235
 NM0650  PID         -  NM0650
 NM0650  STATE/COUNTY-  NE/DAKOTA
 NM0650  USGS QUAD   -  JACKSON (1993)
 NM0650
 NM0650                         *CURRENT SURVEY CONTROL
 NM0650  ___________________________________________________________________
 NM0650* NAD 83(1986)-  42 22 32.     (N)    096 36 04.     (W)     SCALED    
 NM0650* NAVD 88     -       358.330  (meters)    1175.62   (feet)  ADJUSTED  
 NM0650  ___________________________________________________________________
 NM0650  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 NM0650  DYNAMIC HT  -         358.212 (meters)    1175.23  (feet)  COMP
 NM0650  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 NM0650
 NM0650  VERT ORDER  -  FIRST     CLASS II
 NM0650
 NM0650.The horizontal coordinates were scaled from a topographic map and have
 NM0650.an estimated accuracy of +/- 6 seconds.
 NM0650
 NM0650.The orthometric height was determined by differential leveling
 NM0650.and adjusted by the National Geodetic Survey in June 1991..
 NM0650
 NM0650.The geoid height was determined by GEOID03.
 NM0650
 NM0650.The dynamic height is computed by dividing the NAVD 88
 NM0650.geopotential number by the normal gravity value computed on the
 NM0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0650.degrees latitude (g = 980.6199 gals.).
 NM0650
 NM0650.The modeled gravity was interpolated from observed gravity values.
 NM0650
 NM0650;                    North         East    Units  Estimated Accuracy
 NM0650;SPC NE       -   287,760.      779,800.      MT  (+/- 180 meters Scaled)
 NM0650
 NM0650                          SUPERSEDED SURVEY CONTROL
 NM0650
 NM0650  NGVD 29 (??/??/92)  358.164  (m)         1175.08   (f) ADJ UNCH    1 2
 NM0650
 NM0650.Superseded values are not recommended for survey control.
 NM0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0650.See file dsdata.txt to determine how the superseded data were derived.
 NM0650
 NM0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM975942(NAD 83)
 NM0650_MARKER: DB = BENCH MARK DISK
 NM0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0650_STAMPING: L 235 1947
 NM0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0650+STABILITY: SURFACE MOTION
 NM0650
 NM0650  HISTORY     - Date     Condition        Report By
 NM0650  HISTORY     - 1947     MONUMENTED       CGS
 NM0650
 NM0650                          STATION DESCRIPTION
 NM0650
 NM0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0650'0.9 MI SW FROM HUBBARD.
 NM0650'ABOUT 0.9 MILE SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM0650'AND OMAHA RAILROAD FROM THE STATION AT HUBBARD, AT A ROAD CROSSING,
 NM0650'ABOUT 1 1/2 POLES NORTHEAST OF MILE POST 17-15, 47.0 FEET
 NM0650'SOUTHEAST OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF THE
 NM0650'TRACK, 34.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 16.5 FEET
 NM0650'NORTHEAST OF A FENCE CORNER, 1.0 FOOT NORTHWEST OF THE RIGHT OF
 NM0650'WAY FENCE, 1.0 FOOT SOUTHWEST OF A 4 IN X 4 IN MARKER POST AND
 NM0650'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES
 NM0650'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0555 ***********************************************************************
 NM0555  DESIGNATION -  L 236
 NM0555  PID         -  NM0555
 NM0555  STATE/COUNTY-  NE/DAKOTA
 NM0555  USGS QUAD   -  HOMER (1976)
 NM0555
 NM0555                         *CURRENT SURVEY CONTROL
 NM0555  ___________________________________________________________________
 NM0555* NAD 83(1986)-  42 19 17.     (N)    096 29 13.     (W)     SCALED    
 NM0555* NAVD 88     -       339.399  (meters)    1113.51   (feet)  ADJUSTED  
 NM0555  ___________________________________________________________________
 NM0555  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 NM0555  DYNAMIC HT  -         339.287 (meters)    1113.14  (feet)  COMP
 NM0555  MODELED GRAV-     980,283.3   (mgal)                       NAVD 88
 NM0555
 NM0555  VERT ORDER  -  SECOND    CLASS 0
 NM0555
 NM0555.The horizontal coordinates were scaled from a topographic map and have
 NM0555.an estimated accuracy of +/- 6 seconds.
 NM0555
 NM0555.The orthometric height was determined by differential leveling
 NM0555.and adjusted by the National Geodetic Survey in June 1991..
 NM0555
 NM0555.The geoid height was determined by GEOID03.
 NM0555
 NM0555.The dynamic height is computed by dividing the NAVD 88
 NM0555.geopotential number by the normal gravity value computed on the
 NM0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0555.degrees latitude (g = 980.6199 gals.).
 NM0555
 NM0555.The modeled gravity was interpolated from observed gravity values.
 NM0555
 NM0555;                    North         East    Units  Estimated Accuracy
 NM0555;SPC NE       -   282,130.      789,440.      MT  (+/- 180 meters Scaled)
 NM0555
 NM0555                          SUPERSEDED SURVEY CONTROL
 NM0555
 NM0555  NGVD 29 (??/??/92)  339.241  (m)         1112.99   (f) ADJ UNCH    2 0
 NM0555
 NM0555.Superseded values are not recommended for survey control.
 NM0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0555.See file dsdata.txt to determine how the superseded data were derived.
 NM0555
 NM0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM070885(NAD 83)
 NM0555_MARKER: DB = BENCH MARK DISK
 NM0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0555_STAMPING: L 236 1947
 NM0555_MARK LOGO: CGS   
 NM0555_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0555+STABILITY: SURFACE MOTION
 NM0555
 NM0555  HISTORY     - Date     Condition        Report By
 NM0555  HISTORY     - 1947     MONUMENTED       CGS
 NM0555  HISTORY     - 1973     GOOD             NGS
 NM0555  HISTORY     - 19980624 GOOD             LOCSUR
 NM0555
 NM0555                          STATION DESCRIPTION
 NM0555
 NM0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0555'AT HOMER.
 NM0555'AT HOMER, AT THE EAST END OF MAIN STREET, ON THE CHICAGO,
 NM0555'BURLINGTON AND QUINCY RAILROAD, 79.3 FEET WEST OF AND ABOUT LEVEL
 NM0555'WITH THE CENTER LINE OF U.S. HIGHWAY NO. 77, 51.3 FEET NORTH OF
 NM0555'THE CENTER LINE OF MAIN STREET, 20.4 FEET EAST OF THE CENTER LINE
 NM0555'OF THE MAIN TRACK, 13.5 FEET NORTH OF A TELEPHONE POLE, 1.0 FOOT
 NM0555'SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A
 NM0555'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NM0555
 NM0555                          STATION RECOVERY (1973)
 NM0555
 NM0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NM0555'RECOVERED IN GOOD CONDITION.
 NM0555
 NM0555                          STATION RECOVERY (1998)
 NM0555
 NM0555'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998 (FF)
 NM0555'THE MARK WAS RECOVERED IN GOOD CONDITION, AT HOMER, AT THE EAST END OF
 NM0555'MAIN STREET, 79.5 FT (24.2 M) WEST OF THE CENTERLINE OF U.S.  HIGHWAY
 NM0555'77 AND 51.3 FT (15.6 M) NORTH OF THE CENTERLINE OF MAIN STREET AND
 NM0555'20.4 FT (6.2 M) EAST OF THE CENTERLINE OF AN OLD RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0648 ***********************************************************************
 NM0648  DESIGNATION -  L 237
 NM0648  PID         -  NM0648
 NM0648  STATE/COUNTY-  NE/DAKOTA
 NM0648  USGS QUAD   -  EMERSON SE (1967)
 NM0648
 NM0648                         *CURRENT SURVEY CONTROL
 NM0648  ___________________________________________________________________
 NM0648* NAD 83(1986)-  42 21 20.     (N)    096 37 18.     (W)     SCALED    
 NM0648* NAVD 88     -       371.433  (meters)    1218.61   (feet)  ADJUSTED  
 NM0648  ___________________________________________________________________
 NM0648  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 NM0648  DYNAMIC HT  -         371.310 (meters)    1218.21  (feet)  COMP
 NM0648  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 NM0648
 NM0648  VERT ORDER  -  FIRST     CLASS II
 NM0648
 NM0648.The horizontal coordinates were scaled from a topographic map and have
 NM0648.an estimated accuracy of +/- 6 seconds.
 NM0648
 NM0648.The orthometric height was determined by differential leveling
 NM0648.and adjusted by the National Geodetic Survey in June 1991..
 NM0648
 NM0648.The geoid height was determined by GEOID03.
 NM0648
 NM0648.The dynamic height is computed by dividing the NAVD 88
 NM0648.geopotential number by the normal gravity value computed on the
 NM0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0648.degrees latitude (g = 980.6199 gals.).
 NM0648
 NM0648.The modeled gravity was interpolated from observed gravity values.
 NM0648
 NM0648;                    North         East    Units  Estimated Accuracy
 NM0648;SPC NE       -   285,480.      778,200.      MT  (+/- 180 meters Scaled)
 NM0648
 NM0648                          SUPERSEDED SURVEY CONTROL
 NM0648
 NM0648  NGVD 29 (??/??/92)  371.266  (m)         1218.06   (f) ADJ UNCH    1 2
 NM0648
 NM0648.Superseded values are not recommended for survey control.
 NM0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0648.See file dsdata.txt to determine how the superseded data were derived.
 NM0648
 NM0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM958919(NAD 83)
 NM0648_MARKER: DB = BENCH MARK DISK
 NM0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0648_STAMPING: L 237 1947
 NM0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0648+STABILITY: SURFACE MOTION
 NM0648
 NM0648  HISTORY     - Date     Condition        Report By
 NM0648  HISTORY     - 1947     MONUMENTED       CGS
 NM0648
 NM0648                          STATION DESCRIPTION
 NM0648
 NM0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0648'2.9 MI SW FROM HUBBARD.
 NM0648'2.9 MILES SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS,
 NM0648'AND OMAHA RAILROAD FROM THE STATION AT HUBBARD, AT A PRIVATE
 NM0648'ROAD CROSSING 1 POLE NORTHEAST OF MILE POST 19-10, 45.0 FEET
 NM0648'WEST OF THE CENTER OF A ROAD CROSSING, 9.5 FEET SOUTH OF THE
 NM0648'SOUTH GATE POST OF A METAL GATE, 2.0 FEET EAST OF A WIRE FENCE,
 NM0648'1 FOOT NORTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP
 NM0648'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0680 ***********************************************************************
 NM0680  DESIGNATION -  L 238 RESET
 NM0680  PID         -  NM0680
 NM0680  STATE/COUNTY-  NE/THURSTON
 NM0680  USGS QUAD   -  PENDER NE (1966)
 NM0680
 NM0680                         *CURRENT SURVEY CONTROL
 NM0680  ___________________________________________________________________
 NM0680* NAD 83(1986)-  42 14 28.     (N)    096 33 01.     (W)     SCALED    
 NM0680* NAVD 88     -       420.37   (meters)    1379.2    (feet)  RESET     
 NM0680  ___________________________________________________________________
 NM0680  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 NM0680
 NM0680  VERT ORDER  -  THIRD
 NM0680
 NM0680.The horizontal coordinates were scaled from a topographic map and have
 NM0680.an estimated accuracy of +/- 6 seconds.
 NM0680
 NM0680.The orthometric height was computed from unverified reset data.
 NM0680
 NM0680.The geoid height was determined by GEOID03.
 NM0680
 NM0680;                    North         East    Units  Estimated Accuracy
 NM0680;SPC NE       -   273,010.      784,580.      MT  (+/- 180 meters Scaled)
 NM0680
 NM0680                          SUPERSEDED SURVEY CONTROL
 NM0680
 NM0680.No superseded survey control is available for this station.
 NM0680
 NM0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM021794(NAD 83)
 NM0680_MARKER: DB = BENCH MARK DISK
 NM0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0680_STAMPING: L 238 RESET 1967
 NM0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0680+STABILITY: SURFACE MOTION
 NM0680
 NM0680  HISTORY     - Date     Condition        Report By
 NM0680  HISTORY     - 1967     MONUMENTED       CGS
 NM0680
 NM0680                          STATION DESCRIPTION
 NM0680
 NM0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NM0680'4 MI W FROM WINNEBAGO.
 NM0680'4.1 MILES WEST ALONG GRAVEL ROAD FROM MAIN INTERSECTION AT
 NM0680'WINNEBAGO THENCE NORTH 0.7 MILE ALONG A DIRT ROAD TO THE MARK
 NM0680'ON THE RIGHT, 50 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 NM0680'ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND 0.5 FOOT SOUTH
 NM0680'OF AN EAST-WEST FENCE.  SET IN TOP OF A ROUND CONCRETE POST
 NM0680'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0430 ***********************************************************************
 NM0430  DESIGNATION -  L 239
 NM0430  PID         -  NM0430
 NM0430  STATE/COUNTY-  NE/THURSTON
 NM0430  USGS QUAD   -  HOMER (1976)
 NM0430
 NM0430                         *CURRENT SURVEY CONTROL
 NM0430  ___________________________________________________________________
 NM0430* NAD 83(1986)-  42 15 22.     (N)    096 27 15.     (W)     SCALED    
 NM0430* NAVD 88     -       387.617  (meters)    1271.71   (feet)  ADJUSTED  
 NM0430  ___________________________________________________________________
 NM0430  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 NM0430  DYNAMIC HT  -         387.488 (meters)    1271.28  (feet)  COMP
 NM0430  MODELED GRAV-     980,277.5   (mgal)                       NAVD 88
 NM0430
 NM0430  VERT ORDER  -  SECOND    CLASS 0
 NM0430
 NM0430.The horizontal coordinates were scaled from a topographic map and have
 NM0430.an estimated accuracy of +/- 6 seconds.
 NM0430
 NM0430.The orthometric height was determined by differential leveling
 NM0430.and adjusted by the National Geodetic Survey in June 1991..
 NM0430
 NM0430.The geoid height was determined by GEOID03.
 NM0430
 NM0430.The dynamic height is computed by dividing the NAVD 88
 NM0430.geopotential number by the normal gravity value computed on the
 NM0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0430.degrees latitude (g = 980.6199 gals.).
 NM0430
 NM0430.The modeled gravity was interpolated from observed gravity values.
 NM0430
 NM0430;                    North         East    Units  Estimated Accuracy
 NM0430;SPC NE       -   275,000.      792,440.      MT  (+/- 180 meters Scaled)
 NM0430
 NM0430                          SUPERSEDED SURVEY CONTROL
 NM0430
 NM0430  NGVD 29 (??/??/92)  387.459  (m)         1271.19   (f) ADJ UNCH    2 0
 NM0430
 NM0430.Superseded values are not recommended for survey control.
 NM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0430.See file dsdata.txt to determine how the superseded data were derived.
 NM0430
 NM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM099813(NAD 83)
 NM0430_MARKER: DB = BENCH MARK DISK
 NM0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0430_STAMPING: L 239 1947
 NM0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0430+STABILITY: SURFACE MOTION
 NM0430
 NM0430  HISTORY     - Date     Condition        Report By
 NM0430  HISTORY     - 1947     MONUMENTED       CGS
 NM0430  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0430
 NM0430                          STATION DESCRIPTION
 NM0430
 NM0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0430'2.4 MI NE FROM WINNEBAGO.
 NM0430'1.2 MILE NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE AT
 NM0430'WINNEBAGO, THENCE NORTH 0.2 MILE ALONG A DIRT ROAD, THENCE
 NM0430'EAST 1.0 MILE, AT A DIM CROSS ROAD WHERE THE MAIN TRAVELED
 NM0430'ROAD TURNS NORTH, 135.0 FEET WEST OF THE CENTER OF THE DIM ROAD
 NM0430'LEADING SOUTH, 34.0 FEET NORTH OF THE EAST- WEST ROAD, 15.3 FEET
 NM0430'WEST OF A LONE METAL FENCE POST, 1.0 FOOT SOUTH OF A BARBED WIRE
 NM0430'FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET IN
 NM0430'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0430'NOTE-- LOCAL REFERENCE POINTS NO LONGER EXIST.
 NM0430
 NM0430                          STATION RECOVERY (1962)
 NM0430
 NM0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0730 ***********************************************************************
 NM0730  DESIGNATION -  L 240
 NM0730  PID         -  NM0730
 NM0730  STATE/COUNTY-  NE/THURSTON
 NM0730  USGS QUAD   -  PENDER NE (1966)
 NM0730
 NM0730                         *CURRENT SURVEY CONTROL
 NM0730  ___________________________________________________________________
 NM0730* NAD 83(1986)-  42 08 01.     (N)    096 35 24.     (W)     SCALED    
 NM0730* NAVD 88     -       443.109  (meters)    1453.77   (feet)  ADJUSTED  
 NM0730  ___________________________________________________________________
 NM0730  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 NM0730  DYNAMIC HT  -         442.952 (meters)    1453.25  (feet)  COMP
 NM0730  MODELED GRAV-     980,254.4   (mgal)                       NAVD 88
 NM0730
 NM0730  VERT ORDER  -  SECOND    CLASS 0
 NM0730
 NM0730.The horizontal coordinates were scaled from a topographic map and have
 NM0730.an estimated accuracy of +/- 6 seconds.
 NM0730
 NM0730.The orthometric height was determined by differential leveling
 NM0730.and adjusted by the National Geodetic Survey in June 1991..
 NM0730
 NM0730.The geoid height was determined by GEOID03.
 NM0730
 NM0730.The dynamic height is computed by dividing the NAVD 88
 NM0730.geopotential number by the normal gravity value computed on the
 NM0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0730.degrees latitude (g = 980.6199 gals.).
 NM0730
 NM0730.The modeled gravity was interpolated from observed gravity values.
 NM0730
 NM0730;                    North         East    Units  Estimated Accuracy
 NM0730;SPC NE       -   260,950.      781,780.      MT  (+/- 180 meters Scaled)
 NM0730
 NM0730                          SUPERSEDED SURVEY CONTROL
 NM0730
 NM0730  NGVD 29 (??/??/92)  442.951  (m)         1453.25   (f) ADJ UNCH    2 0
 NM0730
 NM0730.Superseded values are not recommended for survey control.
 NM0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0730.See file dsdata.txt to determine how the superseded data were derived.
 NM0730
 NM0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM991674(NAD 83)
 NM0730_MARKER: DB = BENCH MARK DISK
 NM0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0730_STAMPING: L 240 1947
 NM0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0730+STABILITY: SURFACE MOTION
 NM0730
 NM0730  HISTORY     - Date     Condition        Report By
 NM0730  HISTORY     - 1947     MONUMENTED       CGS
 NM0730  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0730
 NM0730                          STATION DESCRIPTION
 NM0730
 NM0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0730'8.4 MI W FROM WALTHILL.
 NM0730'2.2 MILES SOUTH AND 5.2 MILES WEST ALONG STATE HIGHWAY NO. 94
 NM0730'FROM THE RAILROAD STATION AT WALTHILL, THENCE 1.0 MILE NORTH
 NM0730'ALONG A DIRT ROAD, AT A DIRT CROSSROAD, 56.5 FEET NORTH OF THE
 NM0730'CENTER LINE OF THE EAST-WEST ROAD, 25.0 FEET WEST OF THE CENTER
 NM0730'LINE OF THE NORTH-SOUTH ROAD, 28.7 FEET NORTH OF A POWER POLE,
 NM0730'8.7 FEET NORTH OF A GATE POST, 2.0 FEET EAST OF A BARBED WIRE
 NM0730'FENCE, 2.0 FEET SOUTH OF A 4 X 4 MARKER POST, SET IN THE TOP
 NM0730'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 NM0730
 NM0730                          STATION RECOVERY (1965)
 NM0730
 NM0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0165 ***********************************************************************
 MK0165  DESIGNATION -  L 242
 MK0165  PID         -  MK0165
 MK0165  STATE/COUNTY-  NE/BURT
 MK0165  USGS QUAD   -  TEKAMAH NW (1970)
 MK0165
 MK0165                         *CURRENT SURVEY CONTROL
 MK0165  ___________________________________________________________________
 MK0165* NAD 83(1986)-  41 55 52.     (N)    096 11 30.     (W)     SCALED    
 MK0165* NAVD 88     -       318.058  (meters)    1043.50   (feet)  ADJUSTED  
 MK0165  ___________________________________________________________________
 MK0165  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 MK0165  DYNAMIC HT  -         317.942 (meters)    1043.11  (feet)  COMP
 MK0165  MODELED GRAV-     980,248.2   (mgal)                       NAVD 88
 MK0165
 MK0165  VERT ORDER  -  SECOND    CLASS 0
 MK0165
 MK0165.The horizontal coordinates were scaled from a topographic map and have
 MK0165.an estimated accuracy of +/- 6 seconds.
 MK0165
 MK0165.The orthometric height was determined by differential leveling
 MK0165.and adjusted by the National Geodetic Survey in June 1991..
 MK0165
 MK0165.The geoid height was determined by GEOID03.
 MK0165
 MK0165.The dynamic height is computed by dividing the NAVD 88
 MK0165.geopotential number by the normal gravity value computed on the
 MK0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0165.degrees latitude (g = 980.6199 gals.).
 MK0165
 MK0165.The modeled gravity was interpolated from observed gravity values.
 MK0165
 MK0165;                    North         East    Units  Estimated Accuracy
 MK0165;SPC NE       -   239,860.      815,660.      MT  (+/- 180 meters Scaled)
 MK0165
 MK0165                          SUPERSEDED SURVEY CONTROL
 MK0165
 MK0165  NGVD 29 (??/??/92)  317.916  (m)         1043.03   (f) ADJ UNCH    2 0
 MK0165
 MK0165.Superseded values are not recommended for survey control.
 MK0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0165.See file dsdata.txt to determine how the superseded data were derived.
 MK0165
 MK0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM328459(NAD 83)
 MK0165_MARKER: DB = BENCH MARK DISK
 MK0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0165_STAMPING: L 242 1947
 MK0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0165+STABILITY: SURFACE MOTION
 MK0165
 MK0165  HISTORY     - Date     Condition        Report By
 MK0165  HISTORY     - 1947     MONUMENTED       CGS
 MK0165  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0165
 MK0165                          STATION DESCRIPTION
 MK0165
 MK0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0165'7.8 MI SE FROM DECATUR.
 MK0165'1.3 MILES SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0165'AT DECATUR, THENCE 2.1 MILES EAST, 2.75 MILES SOUTH, 0.65
 MK0165'MILE EAST AND 1.0 MILE SOUTH ALONG GRAVEL ROADS, IN THE
 MK0165'NORTHWEST ANGLE OF A CROSS ROAD, 39.0 FEET NORTH OF THE CENTER
 MK0165'OF THE EAST-WEST ROAD, 33.0 FEET WEST OF THE CENTER OF THE
 MK0165'NORTH-SOUTH ROAD, 4.5 FEET NORTH OF A FENCE CORNER POST, 1.5
 MK0165'FEET SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 MK0165'2 FEET BELOW THE ROAD AND PROJECTING 0.2 FOOT.
 MK0165
 MK0165                          STATION RECOVERY (1974)
 MK0165
 MK0165'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0635 ***********************************************************************
 MK0635  DESIGNATION -  L 243
 MK0635  PID         -  MK0635
 MK0635  STATE/COUNTY-  NE/DOUGLAS
 MK0635  USGS QUAD   -  IRVINGTON (1984)
 MK0635
 MK0635                         *CURRENT SURVEY CONTROL
 MK0635  ___________________________________________________________________
 MK0635* NAD 83(1986)-  41 18 38.     (N)    096 03 09.     (W)     SCALED    
 MK0635* NAVD 88     -       346.316  (meters)    1136.21   (feet)  ADJUSTED  
 MK0635  ___________________________________________________________________
 MK0635  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 MK0635  DYNAMIC HT  -         346.164 (meters)    1135.71  (feet)  COMP
 MK0635  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 MK0635
 MK0635  VERT ORDER  -  SECOND    CLASS 0
 MK0635
 MK0635.The horizontal coordinates were scaled from a topographic map and have
 MK0635.an estimated accuracy of +/- 6 seconds.
 MK0635
 MK0635.The orthometric height was determined by differential leveling
 MK0635.and adjusted by the National Geodetic Survey in June 1991..
 MK0635
 MK0635.The geoid height was determined by GEOID03.
 MK0635
 MK0635.The dynamic height is computed by dividing the NAVD 88
 MK0635.geopotential number by the normal gravity value computed on the
 MK0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0635.degrees latitude (g = 980.6199 gals.).
 MK0635
 MK0635.The modeled gravity was interpolated from observed gravity values.
 MK0635
 MK0635;                    North         East    Units  Estimated Accuracy
 MK0635;SPC NE       -   171,550.      830,330.      MT  (+/- 180 meters Scaled)
 MK0635
 MK0635                          SUPERSEDED SURVEY CONTROL
 MK0635
 MK0635  NGVD 29 (??/??/92)  346.199  (m)         1135.82   (f) ADJ UNCH    2 0
 MK0635
 MK0635.Superseded values are not recommended for survey control.
 MK0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0635.See file dsdata.txt to determine how the superseded data were derived.
 MK0635
 MK0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL467774(NAD 83)
 MK0635_MARKER: DB = BENCH MARK DISK
 MK0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0635_STAMPING: L 243 1947
 MK0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0635+STABILITY: SURFACE MOTION
 MK0635
 MK0635  HISTORY     - Date     Condition        Report By
 MK0635  HISTORY     - 1947     MONUMENTED       CGS
 MK0635  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0635
 MK0635                          STATION DESCRIPTION
 MK0635
 MK0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0635'0.6 MI S FROM IRVINGTON.
 MK0635'0.6 MILE SOUTH ALONG AN OILED ROAD FROM THE POST OFFICE AT
 MK0635'IRVINGTON, IN THE SOUTHWEST ANGLE OF THE CROSSING OF STATE
 MK0635'HIGHWAY NO. 8 AND A NORTH-SOUTH OILED ROAD, 111.7 FEET SOUTH
 MK0635'OF THE CENTER OF STATE HIGHWAY NO. 8, 46.5 FEET WEST OF THE
 MK0635'CENTER OF THE NORTH-SOUTH OILED ROAD, 4.0 FEET SOUTH OF A POWER LINE
 MK0635'POLE, 2.0 FEET NORTH OF A REFERENCE POST, SET IN A CONCRETE
 MK0635'POST ABOUT 2 FEET ABOVE THE ROAD AND ABOUT FLUSH WITH THE TOP
 MK0635'OF THE GROUND.
 MK0635
 MK0635                          STATION RECOVERY (1976)
 MK0635
 MK0635'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0143 ***********************************************************************
 MK0143  DESIGNATION -  L 244
 MK0143  PID         -  MK0143
 MK0143  STATE/COUNTY-  NE/WASHINGTON
 MK0143  USGS QUAD   -  HERMAN (1970)
 MK0143
 MK0143                         *CURRENT SURVEY CONTROL
 MK0143  ___________________________________________________________________
 MK0143* NAD 83(1986)-  41 39 41.     (N)    096 09 15.     (W)     SCALED    
 MK0143* NAVD 88     -       310.240  (meters)    1017.85   (feet)  ADJUSTED  
 MK0143  ___________________________________________________________________
 MK0143  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 MK0143  DYNAMIC HT  -         310.110 (meters)    1017.42  (feet)  COMP
 MK0143  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 MK0143
 MK0143  VERT ORDER  -  SECOND    CLASS 0
 MK0143
 MK0143.The horizontal coordinates were scaled from a topographic map and have
 MK0143.an estimated accuracy of +/- 6 seconds.
 MK0143
 MK0143.The orthometric height was determined by differential leveling
 MK0143.and adjusted by the National Geodetic Survey in June 1991..
 MK0143
 MK0143.The geoid height was determined by GEOID03.
 MK0143
 MK0143.The dynamic height is computed by dividing the NAVD 88
 MK0143.geopotential number by the normal gravity value computed on the
 MK0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0143.degrees latitude (g = 980.6199 gals.).
 MK0143
 MK0143.The modeled gravity was interpolated from observed gravity values.
 MK0143
 MK0143;                    North         East    Units  Estimated Accuracy
 MK0143;SPC NE       -   210,080.      820,100.      MT  (+/- 180 meters Scaled)
 MK0143
 MK0143                          SUPERSEDED SURVEY CONTROL
 MK0143
 MK0143  NGVD 29 (??/??/92)  310.099  (m)         1017.38   (f) ADJ UNCH    2 0
 MK0143
 MK0143.Superseded values are not recommended for survey control.
 MK0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0143.See file dsdata.txt to determine how the superseded data were derived.
 MK0143
 MK0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM369160(NAD 83)
 MK0143_MARKER: DB = BENCH MARK DISK
 MK0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0143_STAMPING: L 244 1947
 MK0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0143+STABILITY: SURFACE MOTION
 MK0143
 MK0143  HISTORY     - Date     Condition        Report By
 MK0143  HISTORY     - 1947     MONUMENTED       CGS
 MK0143  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0143
 MK0143                          STATION DESCRIPTION
 MK0143
 MK0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0143'3.6 MI E FROM HERMAN.
 MK0143'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0143'AT HERMAN, THENCE 2.7 MILES EAST ALONG A GRAVEL ROAD, IN THE
 MK0143'NORTHEAST ANGLE OF A CROSS ROAD, 50.0 FEET NORTH OF THE CENTER
 MK0143'OF THE EAST-WEST ROAD, 28.0 FEET EAST OF THE CENTER OF THE
 MK0143'NORTH-SOUTH ROAD, 17.0 FEET NORTH OF A POWER LINE POLE, 15.0 FEET
 MK0143'NORTH OF A FENCE CORNER POST, 2.0 FEET NORTH OF A REFERENCE
 MK0143'POST, 0.7 FOOT WEST OF THE EAST RIGHT OF WAY FENCE, SET IN A
 MK0143'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 MK0143'0.2 FOOT.
 MK0143
 MK0143                          STATION RECOVERY (1974)
 MK0143
 MK0143'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0388 ***********************************************************************
 MK0388  DESIGNATION -  L 245
 MK0388  PID         -  MK0388
 MK0388  STATE/COUNTY-  NE/WASHINGTON
 MK0388  USGS QUAD   -  NICKERSON NE (1970)
 MK0388
 MK0388                         *CURRENT SURVEY CONTROL
 MK0388  ___________________________________________________________________
 MK0388* NAD 83(1986)-  41 40 34.     (N)    096 15 06.     (W)     SCALED    
 MK0388* NAVD 88     -       368.715  (meters)    1209.69   (feet)  ADJUSTED  
 MK0388  ___________________________________________________________________
 MK0388  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 MK0388  DYNAMIC HT  -         368.563 (meters)    1209.19  (feet)  COMP
 MK0388  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 MK0388
 MK0388  VERT ORDER  -  SECOND    CLASS 0
 MK0388
 MK0388.The horizontal coordinates were scaled from a topographic map and have
 MK0388.an estimated accuracy of +/- 6 seconds.
 MK0388
 MK0388.The orthometric height was determined by differential leveling
 MK0388.and adjusted by the National Geodetic Survey in June 1991..
 MK0388
 MK0388.The geoid height was determined by GEOID03.
 MK0388
 MK0388.The dynamic height is computed by dividing the NAVD 88
 MK0388.geopotential number by the normal gravity value computed on the
 MK0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0388.degrees latitude (g = 980.6199 gals.).
 MK0388
 MK0388.The modeled gravity was interpolated from observed gravity values.
 MK0388
 MK0388;                    North         East    Units  Estimated Accuracy
 MK0388;SPC NE       -   211,360.      811,920.      MT  (+/- 180 meters Scaled)
 MK0388
 MK0388                          SUPERSEDED SURVEY CONTROL
 MK0388
 MK0388  NGVD 29 (??/??/92)  368.574  (m)         1209.23   (f) ADJ UNCH    2 0
 MK0388
 MK0388.Superseded values are not recommended for survey control.
 MK0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0388.See file dsdata.txt to determine how the superseded data were derived.
 MK0388
 MK0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM287174(NAD 83)
 MK0388_MARKER: DB = BENCH MARK DISK
 MK0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0388_STAMPING: L 245 1947
 MK0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0388+STABILITY: SURFACE MOTION
 MK0388
 MK0388  HISTORY     - Date     Condition        Report By
 MK0388  HISTORY     - 1947     MONUMENTED       CGS
 MK0388
 MK0388                          STATION DESCRIPTION
 MK0388
 MK0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0388'2 MI W FROM HERMAN.
 MK0388'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 73 AND 1.85 MILE WEST
 MK0388'ALONG STATE HIGHWAY NO. 31 FROM THE POST OFFICE AT HERMAN, ON
 MK0388'THE EAST SLOPE OF A HILL, 46.0 FEET NORTH OF THE CENTER OF THE
 MK0388'HIGHWAY, 39.0 FEET WEST OF THE NORTHWEST LEG OF A STEEL WINDMILL
 MK0388'TOWER, 24.0 FEET EAST OF A POINT IN LINE WITH THE CENTER OF A
 MK0388'PRIVATE ROAD LEADING SOUTH TO A FARM HOUSE, 13.5 FEET NORTH OF
 MK0388'A FENCE CORNER POST, 1.5 FOOT NORTH OF A REFERENCE POST, 1.3
 MK0388'FOOT WEST OF A NORTH-SOUTH FENCE LINE, SET IN A CONCRETE POST
 MK0388'ABOUT THE SAME ELEVATION AS THE HIGHWAY AND ABOUT FLUSH WITH
 MK0388'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0581 ***********************************************************************
 NM0581  DESIGNATION -  L 246
 NM0581  PID         -  NM0581
 NM0581  STATE/COUNTY-  NE/CUMING
 NM0581  USGS QUAD   -  BANCROFT (1966)
 NM0581
 NM0581                         *CURRENT SURVEY CONTROL
 NM0581  ___________________________________________________________________
 NM0581* NAD 83(1986)-  42 02 42.     (N)    096 37 06.     (W)     SCALED    
 NM0581* NAVD 88     -       396.885  (meters)    1302.11   (feet)  ADJUSTED  
 NM0581  ___________________________________________________________________
 NM0581  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 NM0581  DYNAMIC HT  -         396.742 (meters)    1301.64  (feet)  COMP
 NM0581  MODELED GRAV-     980,248.3   (mgal)                       NAVD 88
 NM0581
 NM0581  VERT ORDER  -  SECOND    CLASS 0
 NM0581
 NM0581.The horizontal coordinates were scaled from a topographic map and have
 NM0581.an estimated accuracy of +/- 6 seconds.
 NM0581
 NM0581.The orthometric height was determined by differential leveling
 NM0581.and adjusted by the National Geodetic Survey in June 1991..
 NM0581
 NM0581.The geoid height was determined by GEOID03.
 NM0581
 NM0581.The dynamic height is computed by dividing the NAVD 88
 NM0581.geopotential number by the normal gravity value computed on the
 NM0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0581.degrees latitude (g = 980.6199 gals.).
 NM0581
 NM0581.The modeled gravity was interpolated from observed gravity values.
 NM0581
 NM0581;                    North         East    Units  Estimated Accuracy
 NM0581;SPC NE       -   251,030.      779,820.      MT  (+/- 180 meters Scaled)
 NM0581
 NM0581                          SUPERSEDED SURVEY CONTROL
 NM0581
 NM0581  NGVD 29 (??/??/92)  396.728  (m)         1301.60   (f) ADJ UNCH    2 0
 NM0581
 NM0581.Superseded values are not recommended for survey control.
 NM0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0581.See file dsdata.txt to determine how the superseded data were derived.
 NM0581
 NM0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM971575(NAD 83)
 NM0581_MARKER: DB = BENCH MARK DISK
 NM0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0581_SP_SET: CULVERT
 NM0581_STAMPING: L 246 1947
 NM0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0581
 NM0581  HISTORY     - Date     Condition        Report By
 NM0581  HISTORY     - 1947     MONUMENTED       CGS
 NM0581
 NM0581                          STATION DESCRIPTION
 NM0581
 NM0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0581'3.2 MI NW FROM BANCROFT.
 NM0581'3.15 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNESOTA
 NM0581'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION
 NM0581'AT BANCROFT, AT THE CROSSING OF A CREEK, 0.15 MILE SOUTHEAST
 NM0581'OF AN EAST-WEST ROAD, 97.0 FEET NORTHWEST OF THE CENTER OF A
 NM0581'DIRT ROAD LEADING SOUTHWEST ACROSS THE TRACK, 61.0 FEET NORTHEAST
 NM0581'OF THE NORTHEAST RAIL OF THE TRACK, 19.5 FEET SOUTHWEST OF
 NM0581'THE CENTER OF THE HIGHWAY, SET IN TOP OF THE SOUTHEAST END OF
 NM0581'THE SOUTHWEST HEAD WALL OF AN 8 X 21 FOOT CONCRETE CULVERT
 NM0581'UNDER THE HIGHWAY, ABOUT 6 FEET BELOW THE TRACK AND 2 1/2 FEET
 NM0581'BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0436 ***********************************************************************
 MK0436  DESIGNATION -  L 247
 MK0436  PID         -  MK0436
 MK0436  STATE/COUNTY-  NE/WASHINGTON
 MK0436  USGS QUAD   -  NICKERSON (1966)
 MK0436
 MK0436                         *CURRENT SURVEY CONTROL
 MK0436  ___________________________________________________________________
 MK0436* NAD 83(1986)-  41 32 19.     (N)    096 24 02.     (W)     SCALED    
 MK0436* NAVD 88     -       388.129  (meters)    1273.39   (feet)  ADJUSTED  
 MK0436  ___________________________________________________________________
 MK0436  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 MK0436  DYNAMIC HT  -         387.956 (meters)    1272.82  (feet)  COMP
 MK0436  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 MK0436
 MK0436  VERT ORDER  -  SECOND    CLASS 0
 MK0436
 MK0436.The horizontal coordinates were scaled from a topographic map and have
 MK0436.an estimated accuracy of +/- 6 seconds.
 MK0436
 MK0436.The orthometric height was determined by differential leveling
 MK0436.and adjusted by the National Geodetic Survey in June 1991..
 MK0436
 MK0436.The geoid height was determined by GEOID03.
 MK0436
 MK0436.The dynamic height is computed by dividing the NAVD 88
 MK0436.geopotential number by the normal gravity value computed on the
 MK0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0436.degrees latitude (g = 980.6199 gals.).
 MK0436
 MK0436.The modeled gravity was interpolated from observed gravity values.
 MK0436
 MK0436;                    North         East    Units  Estimated Accuracy
 MK0436;SPC NE       -   195,580.      800,170.      MT  (+/- 180 meters Scaled)
 MK0436
 MK0436                          SUPERSEDED SURVEY CONTROL
 MK0436
 MK0436  NGVD 29 (??/??/92)  387.984  (m)         1272.91   (f) ADJ UNCH    2 0
 MK0436
 MK0436.Superseded values are not recommended for survey control.
 MK0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0436.See file dsdata.txt to determine how the superseded data were derived.
 MK0436
 MK0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM168018(NAD 83)
 MK0436_MARKER: DB = BENCH MARK DISK
 MK0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0436_STAMPING: L 247 1947
 MK0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0436+STABILITY: SURFACE MOTION
 MK0436
 MK0436  HISTORY     - Date     Condition        Report By
 MK0436  HISTORY     - 1947     MONUMENTED       CGS
 MK0436
 MK0436                          STATION DESCRIPTION
 MK0436
 MK0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0436'1.6 MI E FROM FONTANELLE.
 MK0436'0.15 MILE NORTH ALONG A GRAVEL ROAD AND 1.45 MILE EAST ALONG
 MK0436'STATE HIGHWAY NO. 91 FROM THE SCHOOL AT FONTANELLE, ON THE EAST
 MK0436'SLOPE OF A HILL, 122.0 FEET WEST OF THE CENTER OF A PRIVATE
 MK0436'DRIVE-WAY LEADING NORTH TO A FARM HOUSE, 79.2 FEET SOUTH OF THE
 MK0436'SOUTHWEST CORNER OF A FARM HOUSE, 41.0 FEET NORTH OF THE CENTER OF
 MK0436'THE HIGHWAY, 34.0 FEET WEST OF A POINT IN LINE WITH THE CENTER
 MK0436'OF A DIRT ROAD LEADING SOUTH, 15.2 FEET EAST SOUTHEAST OF A
 MK0436'2 1/2-FOOT MAPLE TREE, 8.4 FEET NORTH OF THE NORTH RIGHT OF WAY
 MK0436'FENCE, 1.5 FOOT EAST OF A REFERENCE POST, SET IN A CONCRETE POST
 MK0436'IN LINE WITH THE WEST WALL OF A FARM HOUSE, ABOUT 2 FEET ABOVE
 MK0436'THE HIGHWAY AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0539 ***********************************************************************
 NM0539  DESIGNATION -  L 248
 NM0539  PID         -  NM0539
 NM0539  STATE/COUNTY-  NE/THURSTON
 NM0539  USGS QUAD   -  WALTHILL SW (1966)
 NM0539
 NM0539                         *CURRENT SURVEY CONTROL
 NM0539  ___________________________________________________________________
 NM0539* NAD 83(1986)-  42 02 45.     (N)    096 22 59.     (W)     SCALED    
 NM0539* NAVD 88     -       374.713  (meters)    1229.37   (feet)  ADJUSTED  
 NM0539  ___________________________________________________________________
 NM0539  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 NM0539  DYNAMIC HT  -         374.581 (meters)    1228.94  (feet)  COMP
 NM0539  MODELED GRAV-     980,257.1   (mgal)                       NAVD 88
 NM0539
 NM0539  VERT ORDER  -  SECOND    CLASS 0
 NM0539
 NM0539.The horizontal coordinates were scaled from a topographic map and have
 NM0539.an estimated accuracy of +/- 6 seconds.
 NM0539
 NM0539.The orthometric height was determined by differential leveling
 NM0539.and adjusted by the National Geodetic Survey in June 1991..
 NM0539
 NM0539.The geoid height was determined by GEOID03.
 NM0539
 NM0539.The dynamic height is computed by dividing the NAVD 88
 NM0539.geopotential number by the normal gravity value computed on the
 NM0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0539.degrees latitude (g = 980.6199 gals.).
 NM0539
 NM0539.The modeled gravity was interpolated from observed gravity values.
 NM0539
 NM0539;                    North         East    Units  Estimated Accuracy
 NM0539;SPC NE       -   251,910.      799,280.      MT  (+/- 180 meters Scaled)
 NM0539
 NM0539                          SUPERSEDED SURVEY CONTROL
 NM0539
 NM0539  NGVD 29 (??/??/92)  374.565  (m)         1228.89   (f) ADJ UNCH    2 0
 NM0539
 NM0539.Superseded values are not recommended for survey control.
 NM0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0539.See file dsdata.txt to determine how the superseded data were derived.
 NM0539
 NM0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM165581(NAD 83)
 NM0539_MARKER: DB = BENCH MARK DISK
 NM0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0539_STAMPING: L 248 1947
 NM0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0539+STABILITY: SURFACE MOTION
 NM0539
 NM0539  HISTORY     - Date     Condition        Report By
 NM0539  HISTORY     - 1947     MONUMENTED       CGS
 NM0539
 NM0539                          STATION DESCRIPTION
 NM0539
 NM0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0539'7.1 MI SE FROM ROSALIE.
 NM0539'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT
 NM0539'ROSALIE, THENCE EAST 6.6 MILES ALONG A DIRT AND GRAVEL ROAD,
 NM0539'0.1 MILE EAST OF A DIRT CROSS ROAD, 150.0 FEET WEST OF A FARM
 NM0539'HOUSE AND A SMALL STORE, 37.2 FEET WEST OF THE CENTER OF A
 NM0539'FARM DRIVEWAY, 25.7 FEET SOUTH OF THE CENTER OF THE ROAD, 3.0
 NM0539'FEET WEST OF A POWER POLE, 1.0 FOOT NORTH OF A BARBED WIRE FENCE,
 NM0539'2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP
 NM0539'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0268 ***********************************************************************
 LH0268  DESIGNATION -  L 249
 LH0268  PID         -  LH0268
 LH0268  STATE/COUNTY-  NE/WEBSTER
 LH0268  USGS QUAD   -  BLUE HILL (1969)
 LH0268
 LH0268                         *CURRENT SURVEY CONTROL
 LH0268  ___________________________________________________________________
 LH0268* NAD 83(1986)-  40 19 15.     (N)    098 27 27.     (W)     SCALED    
 LH0268* NAVD 88     -       606.972  (meters)    1991.37   (feet)  ADJUSTED  
 LH0268  ___________________________________________________________________
 LH0268  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 LH0268  DYNAMIC HT  -         606.610 (meters)    1990.19  (feet)  COMP
 LH0268  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 LH0268
 LH0268  VERT ORDER  -  FIRST     CLASS II
 LH0268
 LH0268.The horizontal coordinates were scaled from a topographic map and have
 LH0268.an estimated accuracy of +/- 6 seconds.
 LH0268
 LH0268.The orthometric height was determined by differential leveling
 LH0268.and adjusted by the National Geodetic Survey in June 1991..
 LH0268
 LH0268.The geoid height was determined by GEOID03.
 LH0268
 LH0268.The dynamic height is computed by dividing the NAVD 88
 LH0268.geopotential number by the normal gravity value computed on the
 LH0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0268.degrees latitude (g = 980.6199 gals.).
 LH0268
 LH0268.The modeled gravity was interpolated from observed gravity values.
 LH0268
 LH0268;                    North         East    Units  Estimated Accuracy
 LH0268;SPC NE       -    55,300.      631,080.      MT  (+/- 180 meters Scaled)
 LH0268
 LH0268                          SUPERSEDED SURVEY CONTROL
 LH0268
 LH0268  NGVD 29 (??/??/92)  606.743  (m)         1990.62   (f) ADJ UNCH    1 2
 LH0268
 LH0268.Superseded values are not recommended for survey control.
 LH0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0268.See file dsdata.txt to determine how the superseded data were derived.
 LH0268
 LH0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK460635(NAD 83)
 LH0268_MARKER: DB = BENCH MARK DISK
 LH0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0268_STAMPING: L 249 1947
 LH0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0268+STABILITY: SURFACE MOTION
 LH0268
 LH0268  HISTORY     - Date     Condition        Report By
 LH0268  HISTORY     - 1947     MONUMENTED       CGS
 LH0268  HISTORY     - 1981     GOOD             NGS
 LH0268
 LH0268                          STATION DESCRIPTION
 LH0268
 LH0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0268'0.9 MI S FROM BLUE HILL.
 LH0268'0.9 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0268'FROM THE STATION AT BLUE HILL, 226.9 FEET SOUTH OF MILEPOST 20,
 LH0268'174.0 FEET NORTH OF THE WEST END OF A TILE CULVERT, 79.0 FEET
 LH0268'SOUTH OF THE EXTENDED CENTER LINE OF AN EAST-WEST ROAD, 49.4
 LH0268'FEET SOUTH OF A CONCRETE POST AT THE SOUTH END OF AN ENTRANCE
 LH0268'TO THE RAILWAY RIGHT-OF-WAY, 44.6 FEET WEST OF THE WEST RAIL,
 LH0268'2.0 FEET NORTH OF A REFERENCE POST, 1.5 FEET EAST OF A FENCE,
 LH0268'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.1 FOOT ABOVE
 LH0268'THE SURFACE OF THE GROUND.
 LH0268
 LH0268                          STATION RECOVERY (1981)
 LH0268
 LH0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0268'EXCEPT IT IS NOW ABOUT 2 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0265 ***********************************************************************
 LH0265  DESIGNATION -  L 250
 LH0265  PID         -  LH0265
 LH0265  STATE/COUNTY-  NE/WEBSTER
 LH0265  USGS QUAD   -  BLUE HILL (1969)
 LH0265
 LH0265                         *CURRENT SURVEY CONTROL
 LH0265  ___________________________________________________________________
 LH0265* NAD 83(1986)-  40 17 30.     (N)    098 29 43.     (W)     SCALED    
 LH0265* NAVD 88     -       618.543  (meters)    2029.34   (feet)  ADJUSTED  
 LH0265  ___________________________________________________________________
 LH0265  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 LH0265  DYNAMIC HT  -         618.171 (meters)    2028.12  (feet)  COMP
 LH0265  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 LH0265
 LH0265  VERT ORDER  -  FIRST     CLASS II
 LH0265
 LH0265.The horizontal coordinates were scaled from a topographic map and have
 LH0265.an estimated accuracy of +/- 6 seconds.
 LH0265
 LH0265.The orthometric height was determined by differential leveling
 LH0265.and adjusted by the National Geodetic Survey in June 1991..
 LH0265
 LH0265.The geoid height was determined by GEOID03.
 LH0265
 LH0265.The dynamic height is computed by dividing the NAVD 88
 LH0265.geopotential number by the normal gravity value computed on the
 LH0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0265.degrees latitude (g = 980.6199 gals.).
 LH0265
 LH0265.The modeled gravity was interpolated from observed gravity values.
 LH0265
 LH0265;                    North         East    Units  Estimated Accuracy
 LH0265;SPC NE       -    52,000.      627,920.      MT  (+/- 180 meters Scaled)
 LH0265
 LH0265                          SUPERSEDED SURVEY CONTROL
 LH0265
 LH0265  NGVD 29 (??/??/92)  618.312  (m)         2028.58   (f) ADJ UNCH    1 2
 LH0265
 LH0265.Superseded values are not recommended for survey control.
 LH0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0265.See file dsdata.txt to determine how the superseded data were derived.
 LH0265
 LH0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK428602(NAD 83)
 LH0265_MARKER: DB = BENCH MARK DISK
 LH0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0265_STAMPING: L 250 1947
 LH0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0265+STABILITY: SURFACE MOTION
 LH0265
 LH0265  HISTORY     - Date     Condition        Report By
 LH0265  HISTORY     - 1947     MONUMENTED       CGS
 LH0265  HISTORY     - 1959     GOOD             NGS
 LH0265
 LH0265                          STATION DESCRIPTION
 LH0265
 LH0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0265'6.1 MI SW FROM BLUE HILL.
 LH0265'0.4 MILE EAST ALONG A PAVED STREET FROM THE CHICAGO, BURLINGTON
 LH0265'AND QUINCY RAILWAY STATION AT BLUE HILL, THENCE 3.0 MILES SOUTH
 LH0265'ALONG U.S. HIGHWAY 281, THENCE 2.7 MILES WEST ALONG U.S.
 LH0265'HIGHWAY 281 AND STATE HIGHWAY 4, 61.2 FEET EAST OF A POWER
 LH0265'POLE, 40.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 39.1
 LH0265'FEET EAST OF THE EXTENDED CENTER LINE OF A DRIVEWAY LEADING
 LH0265'TO A SMALL FRAME FARMHOUSE ON THE SOUTH SIDE OF THE HIGHWAY,
 LH0265'31.9 FEET EAST OF THE EAST END OF A GATE AT AN ENTRANCE
 LH0265'TO A FIELD, 3.0 FEET EAST OF A REFERENCE POST, 1.0 FOOT SOUTH
 LH0265'OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 LH0265'0.1 FOOT ABOVE THE GROUND.
 LH0265
 LH0265                          STATION RECOVERY (1959)
 LH0265
 LH0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LH0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0266 ***********************************************************************
 LH0266  DESIGNATION -  L 250 RESET
 LH0266  PID         -  LH0266
 LH0266  STATE/COUNTY-  NE/WEBSTER
 LH0266  USGS QUAD   -  BLUE HILL (1969)
 LH0266
 LH0266                         *CURRENT SURVEY CONTROL
 LH0266  ___________________________________________________________________
 LH0266* NAD 83(1986)-  40 17 31.     (N)    098 29 43.     (W)     SCALED    
 LH0266* NAVD 88     -       618.70   (meters)    2029.9    (feet)  RESET     
 LH0266  ___________________________________________________________________
 LH0266  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 LH0266
 LH0266  VERT ORDER  -  THIRD
 LH0266
 LH0266.The horizontal coordinates were scaled from a topographic map and have
 LH0266.an estimated accuracy of +/- 6 seconds.
 LH0266
 LH0266.The orthometric height was computed from unverified reset data.
 LH0266
 LH0266.The geoid height was determined by GEOID03.
 LH0266
 LH0266;                    North         East    Units  Estimated Accuracy
 LH0266;SPC NE       -    52,030.      627,920.      MT  (+/- 180 meters Scaled)
 LH0266
 LH0266                          SUPERSEDED SURVEY CONTROL
 LH0266
 LH0266  NGVD 29 (??/??/??)  618.47   (m)         2029.1    (f) RESET       3  
 LH0266
 LH0266.Superseded values are not recommended for survey control.
 LH0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0266.See file dsdata.txt to determine how the superseded data were derived.
 LH0266
 LH0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK428602(NAD 83)
 LH0266_MARKER: DB = BENCH MARK DISK
 LH0266_SETTING: 0 = UNSPECIFIED SETTING
 LH0266_STAMPING: L 250 1947 RESET 1962
 LH0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0266+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 LH0266
 LH0266  HISTORY     - Date     Condition        Report By
 LH0266  HISTORY     - 1962     MONUMENTED       CGS
 LH0266  HISTORY     - 1981     GOOD             NGS
 LH0266  HISTORY     - 20051105 GOOD             NEDR
 LH0266
 LH0266                          STATION DESCRIPTION
 LH0266
 LH0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LH0266'6.1 MI SW FROM BLUE HILL.
 LH0266'0.4 MILE EAST ALONG A PAVED STREET FROM CHICAGO, BURLINGTON
 LH0266'AND QUINCY RAILROAD STATION AT BLUE HILL, WEBSTER COUNTY, THENCE
 LH0266'3.0 MILES SOUTH ALONG U.S. HIGHWAY 281, THENCE 2.7 MILES WEST
 LH0266'ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY 4, ACROSS THE HIGHWAY
 LH0266'FROM A FARM DRIVEWAY, 70 FEET NORTH OF THE CENTERLINE OF U.S.
 LH0266'HIGHWAY 281 AND STATE HIGHWAY 4, 5.5 FEET WEST OF A POWER
 LH0266'POLE WITH GUY WIRE, AND 1 FOOT EAST OF A NEW WITNESS POST SIGN.
 LH0266'THIS MARK PROJECTS 4 INCHES.  THIS BENCH MARK IS 2.1 MILES WEST
 LH0266'ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY 4 FROM A POINT WHERE
 LH0266'THE BURLINGTON, CHICAGO AND QUINCY RAILROAD CROSSES U.S. HIGHWAY
 LH0266'281 AND STATE HIGHWAY 4 AND BENCH MARK N 249 1947.  THIS BENCH
 LH0266'MARK IS USED AS THE AZIMUTH MARK FOR TRIANGULATION STATION
 LH0266'BLUE HILL, ALSO.
 LH0266
 LH0266                          STATION RECOVERY (1981)
 LH0266
 LH0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0266'RECOVERED IN GOOD CONDITION.
 LH0266
 LH0266                          STATION RECOVERY (2005)
 LH0266
 LH0266'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (GAT)
 LH0266'STATION WAS FOUND IN GOOD CONDITION 0.3 FOOT ABOVE THE SURFACE IN A
 LH0266'ROUND MASS OF CONCRETE.
 LH0266' 
 LH0266'TO REACH THE STATION FROM THE INTERSECTION OF NORTH-SOUTH US HIGHWAY
 LH0266'281 AND EAST-WEST CASS STREET, LOCATED IN THE NORTHEASTERN CORNER OF
 LH0266'THE TOWN OF BLUE HILL, GO SOUTH ON US HIGHWAY 281 FOR 3.0 MILES TO THE
 LH0266'JUNCTION WITH STATE HIGHWAY 4.
 LH0266'THEN GO WEST 2.7 MILES ON COMBINED HIGHWAYS 281 AND STATE HIGHWAY 4 TO
 LH0266'THE STATION WHICH IS LOCATED ALONG THE NORTH RIGHT OF WAY LINE OF THE
 LH0266'HIGHWAY ACROSS FROM FARM BUILDINGS ON THE SOUTH SIDE OF THE HIGHWAY.
 LH0266' 
 LH0266'THE MARKER IS A STANDARD USC AND GS BRONZE BENCH MARK DISK STAMPED
 LH0266'L250 RESET 1962. THIS BENCH MARK IS USED AS THE AZIMUTH MARK FOR
 LH0266'TRINGULATION STATION BLUE HILL. FOUND BY JERRY PENRY AND GENE THOMSEN.
 LH0266' 
 LH0266'70 FEET NORTH OF THE CENTERLINE OF HIGHWAY 281 / 4,  19.4 FEET WEST OF
 LH0266'A CONCRETE RIGHT OF WAY MARKER,  5.5 FEET WEST OF A POWER POLE WITH
 LH0266'GUY WIRE, AND ACROSS THE HIGHWAY FROM A FARM DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0745 ***********************************************************************
 MJ0745  DESIGNATION -  L 253
 MJ0745  PID         -  MJ0745
 MJ0745  STATE/COUNTY-  NE/DOUGLAS
 MJ0745  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0745
 MJ0745                         *CURRENT SURVEY CONTROL
 MJ0745  ___________________________________________________________________
 MJ0745* NAD 83(1986)-  41 17 58.     (N)    095 56 40.     (W)     SCALED    
 MJ0745* NAVD 88     -       318.257  (meters)    1044.15   (feet)  ADJUSTED  
 MJ0745  ___________________________________________________________________
 MJ0745  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 MJ0745  DYNAMIC HT  -         318.122 (meters)    1043.71  (feet)  COMP
 MJ0745  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 MJ0745
 MJ0745  VERT ORDER  -  FIRST     CLASS II
 MJ0745
 MJ0745.The horizontal coordinates were scaled from a topographic map and have
 MJ0745.an estimated accuracy of +/- 6 seconds.
 MJ0745
 MJ0745.The orthometric height was determined by differential leveling
 MJ0745.and adjusted by the National Geodetic Survey in June 1991..
 MJ0745
 MJ0745.The geoid height was determined by GEOID03.
 MJ0745
 MJ0745.The dynamic height is computed by dividing the NAVD 88
 MJ0745.geopotential number by the normal gravity value computed on the
 MJ0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0745.degrees latitude (g = 980.6199 gals.).
 MJ0745
 MJ0745.The modeled gravity was interpolated from observed gravity values.
 MJ0745
 MJ0745;                    North         East    Units  Estimated Accuracy
 MJ0745;SPC NE       -   170,740.      839,430.      MT  (+/- 180 meters Scaled)
 MJ0745
 MJ0745                          SUPERSEDED SURVEY CONTROL
 MJ0745
 MJ0745  NGVD 29 (??/??/92)  318.129  (m)         1043.73   (f) ADJ UNCH    1 2
 MJ0745
 MJ0745.Superseded values are not recommended for survey control.
 MJ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0745.See file dsdata.txt to determine how the superseded data were derived.
 MJ0745
 MJ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF534761(NAD 83)
 MJ0745_MARKER: DB = BENCH MARK DISK
 MJ0745_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MJ0745_SP_SET: FOUNDATION
 MJ0745_STAMPING: L 253 1947
 MJ0745_MARK LOGO: CGS   
 MJ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0745+STABILITY: SURFACE MOTION
 MJ0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0745+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1989
 MJ0745
 MJ0745  HISTORY     - Date     Condition        Report By
 MJ0745  HISTORY     - 1947     MONUMENTED       CGS
 MJ0745  HISTORY     - 1976     GOOD             LOCSUR
 MJ0745  HISTORY     - 19890808 GOOD             NGS
 MJ0745
 MJ0745                          STATION DESCRIPTION
 MJ0745
 MJ0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0745'AT OMAHA.
 MJ0745'AT OMAHA, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 MJ0745'TWENTY-SECOND STREET AND AMES AVENUE, SET VERTICALLY IN THE SOUTH
 MJ0745'WALL OF A FIRE DEPARTMENT BUILDING, 5 FEET WEST OF THE MAIN
 MJ0745'ENTRANCE TO THE BUILDING, 3 FEET ABOVE THE GROUND.
 MJ0745
 MJ0745                          STATION RECOVERY (1976)
 MJ0745
 MJ0745'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0745'RECOVERED IN GOOD CONDITION.
 MJ0745
 MJ0745                          STATION RECOVERY (1989)
 MJ0745
 MJ0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0674 ***********************************************************************
 MJ0674  DESIGNATION -  L 254
 MJ0674  PID         -  MJ0674
 MJ0674  STATE/COUNTY-  NE/DOUGLAS
 MJ0674  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0674
 MJ0674                         *CURRENT SURVEY CONTROL
 MJ0674  ___________________________________________________________________
 MJ0674* NAD 83(1986)-  41 14 48.     (N)    095 59 53.     (W)     SCALED    
 MJ0674* NAVD 88     -       337.115  (meters)    1106.02   (feet)  ADJUSTED  
 MJ0674  ___________________________________________________________________
 MJ0674  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MJ0674  DYNAMIC HT  -         336.972 (meters)    1105.55  (feet)  COMP
 MJ0674  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 MJ0674
 MJ0674  VERT ORDER  -  FIRST     CLASS II
 MJ0674
 MJ0674.The horizontal coordinates were scaled from a topographic map and have
 MJ0674.an estimated accuracy of +/- 6 seconds.
 MJ0674
 MJ0674.The orthometric height was determined by differential leveling
 MJ0674.and adjusted by the National Geodetic Survey in June 1991..
 MJ0674
 MJ0674.The geoid height was determined by GEOID03.
 MJ0674
 MJ0674.The dynamic height is computed by dividing the NAVD 88
 MJ0674.geopotential number by the normal gravity value computed on the
 MJ0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0674.degrees latitude (g = 980.6199 gals.).
 MJ0674
 MJ0674.The modeled gravity was interpolated from observed gravity values.
 MJ0674
 MJ0674;                    North         East    Units  Estimated Accuracy
 MJ0674;SPC NE       -   164,680.      835,220.      MT  (+/- 180 meters Scaled)
 MJ0674
 MJ0674                          SUPERSEDED SURVEY CONTROL
 MJ0674
 MJ0674  NGVD 29 (??/??/92)  336.991  (m)         1105.61   (f) ADJ UNCH    1 2
 MJ0674
 MJ0674.Superseded values are not recommended for survey control.
 MJ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0674.See file dsdata.txt to determine how the superseded data were derived.
 MJ0674
 MJ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF487704(NAD 83)
 MJ0674_MARKER: DB = BENCH MARK DISK
 MJ0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0674_STAMPING: L 254 1947
 MJ0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0674+STABILITY: SURFACE MOTION
 MJ0674
 MJ0674  HISTORY     - Date     Condition        Report By
 MJ0674  HISTORY     - 1947     MONUMENTED       CGS
 MJ0674  HISTORY     - 1976     GOOD             NGS
 MJ0674
 MJ0674                          STATION DESCRIPTION
 MJ0674
 MJ0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0674'AT OMAHA.
 MJ0674'AT OMAHA, AT THE JUNCTION OF 55TH STREET AND POPPLETON AVENUE,
 MJ0674'21.0 FEET SOUTH OF THE SOUTH CURB OF POPPLETON AVENUE (LEADING
 MJ0674'WEST), 17.9 FEET NORTH OF THE NORTH EDGE OF A CONCRETE WALK
 MJ0674'LEADING TO A FRAME HOUSE NUMBER 1304 55TH STREET, 7.1 WEST OF
 MJ0674'THE WEST EDGE OF THE SIDEWALK ALONG THE WEST SIDE OF 55TH STREET,
 MJ0674'1.5 FEET NORTH OF THE EXTENSION TO THE WEST OF THE CENTER LINE
 MJ0674'OF POPPLETON AVENUE LEADING EAST, 1.5 FEET EAST OF THE BASE OF
 MJ0674'THE TERRACE IN A LAWN, 15.0 FEET WEST NORTHWEST OF A JUNCTION
 MJ0674'OF LINES ON TOP OF A 1 FOOT CONCRETE REFERENCE BLOCK WHICH IS
 MJ0674'FLUSH WITH THE GROUND AND WHICH HAS USBM15 AND A LINE POINTING
 MJ0674'TOWARDS THE BENCH MARK STENCILED ON THE TOP, SET IN THE TOP
 MJ0674'OF A CONCRETE POST 0.4 FOOT UNDERGROUND.
 MJ0674
 MJ0674                          STATION RECOVERY (1976)
 MJ0674
 MJ0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0918 ***********************************************************************
 MJ0918  DESIGNATION -  L 255
 MJ0918  PID         -  MJ0918
 MJ0918  STATE/COUNTY-  NE/DOUGLAS
 MJ0918  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0918
 MJ0918                         *CURRENT SURVEY CONTROL
 MJ0918  ___________________________________________________________________
 MJ0918* NAD 83(1986)-  41 18 23.     (N)    095 55 04.     (W)     SCALED    
 MJ0918* NAVD 88     -       297.859  (meters)     977.23   (feet)  ADJUSTED  
 MJ0918  ___________________________________________________________________
 MJ0918  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ0918  DYNAMIC HT  -         297.734 (meters)     976.82  (feet)  COMP
 MJ0918  MODELED GRAV-     980,193.7   (mgal)                       NAVD 88
 MJ0918
 MJ0918  VERT ORDER  -  FIRST     CLASS II
 MJ0918
 MJ0918.The horizontal coordinates were scaled from a topographic map and have
 MJ0918.an estimated accuracy of +/- 6 seconds.
 MJ0918
 MJ0918.The orthometric height was determined by differential leveling
 MJ0918.and adjusted by the National Geodetic Survey in June 1991..
 MJ0918
 MJ0918.The geoid height was determined by GEOID03.
 MJ0918
 MJ0918.The dynamic height is computed by dividing the NAVD 88
 MJ0918.geopotential number by the normal gravity value computed on the
 MJ0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0918.degrees latitude (g = 980.6199 gals.).
 MJ0918
 MJ0918.The modeled gravity was interpolated from observed gravity values.
 MJ0918
 MJ0918;                    North         East    Units  Estimated Accuracy
 MJ0918;SPC NE       -   171,610.      841,620.      MT  (+/- 180 meters Scaled)
 MJ0918
 MJ0918                          SUPERSEDED SURVEY CONTROL
 MJ0918
 MJ0918  NGVD 29 (??/??/92)  297.731  (m)          976.81   (f) ADJ UNCH    1 2
 MJ0918
 MJ0918.Superseded values are not recommended for survey control.
 MJ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0918.See file dsdata.txt to determine how the superseded data were derived.
 MJ0918
 MJ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF557768(NAD 83)
 MJ0918_MARKER: DB = BENCH MARK DISK
 MJ0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0918_SP_SET: CONCRETE POST
 MJ0918_STAMPING: L 255 1947
 MJ0918_MARK LOGO: CGS   
 MJ0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0918+STABILITY: SURFACE MOTION
 MJ0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0918+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1989
 MJ0918
 MJ0918  HISTORY     - Date     Condition        Report By
 MJ0918  HISTORY     - 1947     MONUMENTED       CGS
 MJ0918  HISTORY     - 1976     GOOD             LOCSUR
 MJ0918  HISTORY     - 19890823 GOOD             NGS
 MJ0918
 MJ0918                          STATION DESCRIPTION
 MJ0918
 MJ0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0918'AT OMAHA.
 MJ0918'AT OMAHA, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF FORT
 MJ0918'STREET AND 2ND STREET, 41.2 FEET NORTHWEST OF THE NORTHWEST
 MJ0918'CORNER OF HOUSE NUMBER 5225 ON 2ND STREET, 36.1 FEET SOUTH OF THE
 MJ0918'APPROXIMATED CENTER LINE OF FORT STREET (UNPAVED), 23.8 FEET
 MJ0918'EAST OF THE APPROXIMATED CENTER LINE OF 2ND STREET (UNPAVED),
 MJ0918'5.4 FEET EAST OF A POINT 22.8 FEET NORTH OF THE NORTH FACE OF A
 MJ0918'16 INCH MAPLE TREE, 5.2 FEET SOUTH OF A LINE OF POWER POLES,
 MJ0918'2.5 FEET NORTH OF A POINT 51.7 FEET WEST OF A 12 INCH MAPLE
 MJ0918'TREE, SET IN THE TOP OF A CONCRETE POST AND FLUSH WITH SURFACE
 MJ0918'OF A GRASS LAWN.
 MJ0918
 MJ0918                          STATION RECOVERY (1976)
 MJ0918
 MJ0918'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0918'RECOVERED IN GOOD CONDITION.
 MJ0918
 MJ0918                          STATION RECOVERY (1989)
 MJ0918
 MJ0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0918'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS,
 MJ0918'DELETE--51.7 FEET WEST OF A 12-INCH MAPLE TREE, AND 5.4 FEET EAST OF
 MJ0918'A POINT 22.8 FEET NORTH OF THE NORTH FACE OF A 16-INCH MAPLE TREE.
 MJ0918'ADD--0.9 M (3.0 FT) SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1032 ***********************************************************************
 LF1032  DESIGNATION -  L 256
 LF1032  PID         -  LF1032
 LF1032  STATE/COUNTY-  NE/CASS
 LF1032  USGS QUAD   -  MURRAY (1984)
 LF1032
 LF1032                         *CURRENT SURVEY CONTROL
 LF1032  ___________________________________________________________________
 LF1032* NAD 83(1986)-  40 54 54.     (N)    095 53 32.     (W)     SCALED    
 LF1032* NAVD 88     -       329.305  (meters)    1080.39   (feet)  ADJUSTED  
 LF1032  ___________________________________________________________________
 LF1032  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 LF1032  DYNAMIC HT  -         329.162 (meters)    1079.93  (feet)  COMP
 LF1032  MODELED GRAV-     980,182.7   (mgal)                       NAVD 88
 LF1032
 LF1032  VERT ORDER  -  SECOND    CLASS 0
 LF1032
 LF1032.The horizontal coordinates were scaled from a topographic map and have
 LF1032.an estimated accuracy of +/- 6 seconds.
 LF1032
 LF1032.The orthometric height was determined by differential leveling
 LF1032.and adjusted by the National Geodetic Survey in June 1991..
 LF1032
 LF1032.The geoid height was determined by GEOID03.
 LF1032
 LF1032.The dynamic height is computed by dividing the NAVD 88
 LF1032.geopotential number by the normal gravity value computed on the
 LF1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1032.degrees latitude (g = 980.6199 gals.).
 LF1032
 LF1032.The modeled gravity was interpolated from observed gravity values.
 LF1032
 LF1032;                    North         East    Units  Estimated Accuracy
 LF1032;SPC NE       -   128,310.      845,820.      MT  (+/- 180 meters Scaled)
 LF1032
 LF1032                          SUPERSEDED SURVEY CONTROL
 LF1032
 LF1032  NGVD 29 (??/??/92)  329.203  (m)         1080.06   (f) ADJ UNCH    2 0
 LF1032
 LF1032.Superseded values are not recommended for survey control.
 LF1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1032.See file dsdata.txt to determine how the superseded data were derived.
 LF1032
 LF1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF564333(NAD 83)
 LF1032_MARKER: DB = BENCH MARK DISK
 LF1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1032_STAMPING: L 256 1947
 LF1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1032+STABILITY: SURFACE MOTION
 LF1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1032+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 LF1032
 LF1032  HISTORY     - Date     Condition        Report By
 LF1032  HISTORY     - 1947     MONUMENTED       CGS
 LF1032  HISTORY     - 20060221 GOOD             NEDR
 LF1032
 LF1032                          STATION DESCRIPTION
 LF1032
 LF1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1032'2 MI E FROM MURRAY.
 LF1032'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1032'STATE BANK AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRADED DIRT
 LF1032'ROAD, 63.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 LF1032'36.6 FEET SOUTH OF A TELEPHONE POLE AT THE INTERSECTION OF
 LF1032'TWO TELEPHONE LINES, 32.0 FEET WEST OF AND LEVEL WITH THE
 LF1032'CENTER LINE OF A NORTH-SOUTH ROAD, 2.0 FEET NORTH OF A 4 X 4
 LF1032'MARKER POST, 1.0 FOOT WEST OF A FENCE, SET IN THE TOP OF A
 LF1032'CONCRETE POST AND PROJECTS 1 INCH ABOVE THE GROUND.
 LF1032
 LF1032                          STATION RECOVERY (2006)
 LF1032
 LF1032'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (DE)
 LF1032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1102 ***********************************************************************
 LF1102  DESIGNATION -  L 257
 LF1102  PID         -  LF1102
 LF1102  STATE/COUNTY-  NE/OTOE
 LF1102  USGS QUAD   -  NEHAWKA (1966)
 LF1102
 LF1102                         *CURRENT SURVEY CONTROL
 LF1102  ___________________________________________________________________
 LF1102* NAD 83(1986)-  40 45 17.     (N)    095 58 07.     (W)     SCALED    
 LF1102* NAVD 88     -       332.284  (meters)    1090.17   (feet)  ADJUSTED  
 LF1102  ___________________________________________________________________
 LF1102  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 LF1102  DYNAMIC HT  -         332.117 (meters)    1089.62  (feet)  COMP
 LF1102  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 LF1102
 LF1102  VERT ORDER  -  SECOND    CLASS 0
 LF1102
 LF1102.The horizontal coordinates were scaled from a topographic map and have
 LF1102.an estimated accuracy of +/- 6 seconds.
 LF1102
 LF1102.The orthometric height was determined by differential leveling
 LF1102.and adjusted by the National Geodetic Survey in June 1991..
 LF1102
 LF1102.The geoid height was determined by GEOID03.
 LF1102
 LF1102.The dynamic height is computed by dividing the NAVD 88
 LF1102.geopotential number by the normal gravity value computed on the
 LF1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1102.degrees latitude (g = 980.6199 gals.).
 LF1102
 LF1102.The modeled gravity was interpolated from observed gravity values.
 LF1102
 LF1102;                    North         East    Units  Estimated Accuracy
 LF1102;SPC NE       -   110,230.      840,230.      MT  (+/- 180 meters Scaled)
 LF1102
 LF1102                          SUPERSEDED SURVEY CONTROL
 LF1102
 LF1102  NGVD 29 (??/??/92)  332.171  (m)         1089.80   (f) ADJ UNCH    2 0
 LF1102
 LF1102.Superseded values are not recommended for survey control.
 LF1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1102.See file dsdata.txt to determine how the superseded data were derived.
 LF1102
 LF1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF493157(NAD 83)
 LF1102_MARKER: DB = BENCH MARK DISK
 LF1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1102_STAMPING: L 257 1947
 LF1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1102+STABILITY: SURFACE MOTION
 LF1102
 LF1102  HISTORY     - Date     Condition        Report By
 LF1102  HISTORY     - 1947     MONUMENTED       CGS
 LF1102  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF1102
 LF1102                          STATION DESCRIPTION
 LF1102
 LF1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1102'6.3 MI W FROM UNION.
 LF1102'0.3 MILE WEST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1102'RAILWAY STATION AT UNION, THENCE 4.0 MILES SOUTH ALONG A GRAVELED
 LF1102'ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, AT A ROAD
 LF1102'CROSSING, 247.0 FEET WEST OF THE WEST END OF A SMALL STEEL BRIDGE,
 LF1102'92.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 56.0
 LF1102'FEET EAST OF A POWER POLE AT A JUNCTION IN THE POWER LINE, 26.0
 LF1102'FEET SOUTH OF AND LEVEL WITH THE CENTER LINE OF AN EAST-WEST
 LF1102'ROAD, 2.0 FEET EAST OF A REFERENCE POST, 1.0 FOOT NORTH OF A
 LF1102'FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES
 LF1102'ABOVE THE SURFACE OF THE GROUND.
 LF1102
 LF1102                          STATION RECOVERY (1964)
 LF1102
 LF1102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0959 ***********************************************************************
 LF0959  DESIGNATION -  L 258
 LF0959  PID         -  LF0959
 LF0959  STATE/COUNTY-  NE/OTOE
 LF0959  USGS QUAD   -  NEBRASKA CITY (1984)
 LF0959
 LF0959                         *CURRENT SURVEY CONTROL
 LF0959  ___________________________________________________________________
 LF0959* NAD 83(1986)-  40 37 34.     (N)    095 48 11.     (W)     SCALED    
 LF0959* NAVD 88     -       288.307  (meters)     945.89   (feet)  ADJUSTED  
 LF0959  ___________________________________________________________________
 LF0959  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LF0959  DYNAMIC HT  -         288.155 (meters)     945.39  (feet)  COMP
 LF0959  MODELED GRAV-     980,091.3   (mgal)                       NAVD 88
 LF0959
 LF0959  VERT ORDER  -  SECOND    CLASS 0
 LF0959
 LF0959.The horizontal coordinates were scaled from a topographic map and have
 LF0959.an estimated accuracy of +/- 6 seconds.
 LF0959
 LF0959.The orthometric height was determined by differential leveling
 LF0959.and adjusted by the National Geodetic Survey in June 1991..
 LF0959
 LF0959.The geoid height was determined by GEOID03.
 LF0959
 LF0959.The dynamic height is computed by dividing the NAVD 88
 LF0959.geopotential number by the normal gravity value computed on the
 LF0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0959.degrees latitude (g = 980.6199 gals.).
 LF0959
 LF0959.The modeled gravity was interpolated from observed gravity values.
 LF0959
 LF0959;                    North         East    Units  Estimated Accuracy
 LF0959;SPC NE       -    96,640.      854,880.      MT  (+/- 180 meters Scaled)
 LF0959
 LF0959                          SUPERSEDED SURVEY CONTROL
 LF0959
 LF0959  NGVD 29 (??/??/92)  288.202  (m)          945.54   (f) ADJ UNCH    2 0
 LF0959
 LF0959.Superseded values are not recommended for survey control.
 LF0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0959.See file dsdata.txt to determine how the superseded data were derived.
 LF0959
 LF0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF629010(NAD 83)
 LF0959_MARKER: DB = BENCH MARK DISK
 LF0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0959_SP_SET: CONCRETE POST
 LF0959_STAMPING: L 258 1947
 LF0959_MARK LOGO: CGS   
 LF0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0959+STABILITY: SURFACE MOTION
 LF0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0959+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1987
 LF0959
 LF0959  HISTORY     - Date     Condition        Report By
 LF0959  HISTORY     - 1947     MONUMENTED       CGS
 LF0959  HISTORY     - 19870504 GOOD             NGS
 LF0959
 LF0959                          STATION DESCRIPTION
 LF0959
 LF0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0959'6 MI SE FROM NEBRASKA CITY.
 LF0959'0.2 MILE EAST ALONG 1ST CORSO STREET FROM THE COURTHOUSE AT
 LF0959'NEBRASKA CITY, THENCE 2 BLOCKS SOUTH ALONG 7TH STREET, THENCE 0.4
 LF0959'MILE EAST ALONG NEBRASKA STATE HIGHWAY 2, THENCE 0.3 MILE SOUTHEAST
 LF0959'ALONG AN ASPHALT STREET, THENCE 0.1 MILE SOUTHWEST ALONG AN
 LF0959'ASPHALT STREET, THENCE 0.1 MILE SOUTHEAST ALONG A GRAVELED ROAD,
 LF0959'THENCE 2.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.5 MILES
 LF0959'EAST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHEAST ALONG A
 LF0959'GRAVELED ROAD, 161.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LF0959'BRIDGE, 44.0 FEET EAST OF AND 5.0 FEET HIGHER THAN THE CENTER
 LF0959'LINE OF THE ROAD, 27.2 FEET SOUTHEAST OF A 6-INCH CHINESE ELM
 LF0959'TREE, 19.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 LF0959'FARMHOUSE, 19.3 FEET NORTHWEST OF A 32-INCH ELM TREE, SET IN THE
 LF0959'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LF0959
 LF0959                          STATION RECOVERY (1987)
 LF0959
 LF0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LF0959'RECOVERED IN GOOD CONDITION, 1.61 KM (1.00 MI) SOUTH ALONG
 LF0959'U.S. HIGHWAY 75 FROM THE SOUTH JUNCTION WITH STATE HIGHWAY 2, ABOUT
 LF0959'1.6 KM (1.00 MI) SOUTH FROM NEBRASKA CITY, TO THE ENTRANCE ROAD TO
 LF0959'THE OMAHA PUBLIC POWER DISTRICTS, NEBRASKA CITY POWER PLANT, ON THE
 LF0959'LEFT, THEN 5.87 KM (3.65 MI) EAST AND SOUTH ALONG THE PAVED ENTRANCE
 LF0959'ROAD TO A HOUSE AND THE MARK ON THE LEFT, 13.4 M (44.0 FT) EAST FROM
 LF0959'THE CENTERLINE OF THE ROAD, 6.07 M (19.9 FT) SOUTHWEST FROM THE
 LF0959'SOUTHWEST CORNER OF THE HOUSE, 6.1 M (20.0 FT) NORTHWEST FROM AN ELM
 LF0959'TREE, 0.9 M (3.0 FT) ABOVE THE ROAD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0404 ***********************************************************************
 MK0404  DESIGNATION -  L 259
 MK0404  PID         -  MK0404
 MK0404  STATE/COUNTY-  NE/WASHINGTON
 MK0404  USGS QUAD   -  ORUM (1969)
 MK0404
 MK0404                         *CURRENT SURVEY CONTROL
 MK0404  ___________________________________________________________________
 MK0404* NAD 83(1986)-  41 31 51.     (N)    096 18 33.     (W)     SCALED    
 MK0404* NAVD 88     -       393.902  (meters)    1292.33   (feet)  ADJUSTED  
 MK0404  ___________________________________________________________________
 MK0404  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 MK0404  DYNAMIC HT  -         393.723 (meters)    1291.74  (feet)  COMP
 MK0404  MODELED GRAV-     980,157.7   (mgal)                       NAVD 88
 MK0404
 MK0404  VERT ORDER  -  SECOND    CLASS 0
 MK0404
 MK0404.The horizontal coordinates were scaled from a topographic map and have
 MK0404.an estimated accuracy of +/- 6 seconds.
 MK0404
 MK0404.The orthometric height was determined by differential leveling
 MK0404.and adjusted by the National Geodetic Survey in June 1991..
 MK0404
 MK0404.The geoid height was determined by GEOID03.
 MK0404
 MK0404.The dynamic height is computed by dividing the NAVD 88
 MK0404.geopotential number by the normal gravity value computed on the
 MK0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0404.degrees latitude (g = 980.6199 gals.).
 MK0404
 MK0404.The modeled gravity was interpolated from observed gravity values.
 MK0404
 MK0404;                    North         East    Units  Estimated Accuracy
 MK0404;SPC NE       -   195,040.      807,830.      MT  (+/- 180 meters Scaled)
 MK0404
 MK0404                          SUPERSEDED SURVEY CONTROL
 MK0404
 MK0404  NGVD 29 (??/??/92)  393.753  (m)         1291.84   (f) ADJ UNCH    2 0
 MK0404
 MK0404.Superseded values are not recommended for survey control.
 MK0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0404.See file dsdata.txt to determine how the superseded data were derived.
 MK0404
 MK0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM244011(NAD 83)
 MK0404_MARKER: DB = BENCH MARK DISK
 MK0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0404_STAMPING: L 259 1947
 MK0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0404+STABILITY: SURFACE MOTION
 MK0404
 MK0404  HISTORY     - Date     Condition        Report By
 MK0404  HISTORY     - 1947     MONUMENTED       CGS
 MK0404
 MK0404                          STATION DESCRIPTION
 MK0404
 MK0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0404'5.4 MI S FROM SPIKER.
 MK0404'5.35 MILES SOUTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0404'SPIKER, 0.5 MILE SOUTH OF THE CROSSING OF STATE HIGHWAY NO. 31
 MK0404'AND STATE HIGHWAY NO. 91, AT THE TOP OF A HILL, 151.5 FEET
 MK0404'SOUTH OF A 1 1/2-FOOT LONE BOXELDER TREE, 46.0 FEET EAST OF THE
 MK0404'CENTER OF THE HIGHWAY, 11.7 FEET EAST OF A FENCE CORNER POST, 1.5
 MK0404'FOOT EAST OF A REFERENCE POST, 0.6 FOOT NORTH OF AN EAST-WEST
 MK0404'QUARTER SECTION LINE FENCE, SET IN A CONCRETE POST ABOUT THE SAME
 MK0404'ELEVATION AS THE HIGHWAY AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0193 ***********************************************************************
 LJ0193  DESIGNATION -  L 26
 LJ0193  PID         -  LJ0193
 LJ0193  STATE/COUNTY-  NE/HITCHCOCK
 LJ0193  USGS QUAD   -  TRENTON (1962)
 LJ0193
 LJ0193                         *CURRENT SURVEY CONTROL
 LJ0193  ___________________________________________________________________
 LJ0193* NAD 83(1986)-  40 10 06.     (N)    101 05 55.     (W)     SCALED    
 LJ0193* NAVD 88     -       828.251  (meters)    2717.35   (feet)  ADJUSTED  
 LJ0193  ___________________________________________________________________
 LJ0193  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 LJ0193  DYNAMIC HT  -         827.679 (meters)    2715.48  (feet)  COMP
 LJ0193  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 LJ0193
 LJ0193  VERT ORDER  -  FIRST     CLASS II
 LJ0193
 LJ0193.The horizontal coordinates were scaled from a topographic map and have
 LJ0193.an estimated accuracy of +/- 6 seconds.
 LJ0193
 LJ0193.The orthometric height was determined by differential leveling
 LJ0193.and adjusted by the National Geodetic Survey in June 1991..
 LJ0193
 LJ0193.The geoid height was determined by GEOID03.
 LJ0193
 LJ0193.The dynamic height is computed by dividing the NAVD 88
 LJ0193.geopotential number by the normal gravity value computed on the
 LJ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0193.degrees latitude (g = 980.6199 gals.).
 LJ0193
 LJ0193.The modeled gravity was interpolated from observed gravity values.
 LJ0193
 LJ0193;                    North         East    Units  Estimated Accuracy
 LJ0193;SPC NE       -    37,790.      406,430.      MT  (+/- 180 meters Scaled)
 LJ0193
 LJ0193                          SUPERSEDED SURVEY CONTROL
 LJ0193
 LJ0193  NGVD 29 (??/??/92)  827.916  (m)         2716.25   (f) ADJ UNCH    1 2
 LJ0193
 LJ0193.Superseded values are not recommended for survey control.
 LJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0193.See file dsdata.txt to determine how the superseded data were derived.
 LJ0193
 LJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK212485(NAD 83)
 LJ0193_MARKER: DB = BENCH MARK DISK
 LJ0193_SETTING: 0 = UNSPECIFIED SETTING
 LJ0193_STAMPING: 2716.254 L 26 1933
 LJ0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0193
 LJ0193  HISTORY     - Date     Condition        Report By
 LJ0193  HISTORY     - 1933     MONUMENTED       CGS
 LJ0193  HISTORY     - 1959     MARK NOT FOUND   USGS
 LJ0193  HISTORY     - 1977     MARK NOT FOUND   NGS
 LJ0193
 LJ0193                          STATION DESCRIPTION
 LJ0193
 LJ0193'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LJ0193'4.5 MI W FROM TRENTON.
 LJ0193'4.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0193'FROM THE STATION AT TRENTON, HITCHCOCK COUNTY, 70 FEET EAST
 LJ0193'OF MILEPOST 314, AT A FARM-ROAD CROSSING, ABOUT 380 FEET SOUTH OF
 LJ0193'THE SOUTH RAIL, 38 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 LJ0193'2 FEET NORTH OF THE SOUTH RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD
 LJ0193'DISK, STAMPED 2716.254 L 26 1933.  NOTE-- UNDER WATER AT SWANSON
 LJ0193'LAKE.
 LJ0193
 LJ0193                          STATION RECOVERY (1977)
 LJ0193
 LJ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LJ0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0752 ***********************************************************************
 LF0752  DESIGNATION -  L 260
 LF0752  PID         -  LF0752
 LF0752  STATE/COUNTY-  NE/NEMAHA
 LF0752  USGS QUAD   -  NEMAHA (1966)
 LF0752
 LF0752                         *CURRENT SURVEY CONTROL
 LF0752  ___________________________________________________________________
 LF0752* NAD 83(1986)-  40 20 57.     (N)    095 40 19.     (W)     SCALED    
 LF0752* NAVD 88     -       289.000  (meters)     948.16   (feet)  ADJUSTED  
 LF0752  ___________________________________________________________________
 LF0752  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LF0752  DYNAMIC HT  -         288.848 (meters)     947.66  (feet)  COMP
 LF0752  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 LF0752
 LF0752  VERT ORDER  -  SECOND    CLASS 0
 LF0752
 LF0752.The horizontal coordinates were scaled from a topographic map and have
 LF0752.an estimated accuracy of +/- 6 seconds.
 LF0752
 LF0752.The orthometric height was determined by differential leveling
 LF0752.and adjusted by the National Geodetic Survey in June 1991..
 LF0752
 LF0752.The geoid height was determined by GEOID03.
 LF0752
 LF0752.The dynamic height is computed by dividing the NAVD 88
 LF0752.geopotential number by the normal gravity value computed on the
 LF0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0752.degrees latitude (g = 980.6199 gals.).
 LF0752
 LF0752.The modeled gravity was interpolated from observed gravity values.
 LF0752
 LF0752;                    North         East    Units  Estimated Accuracy
 LF0752;SPC NE       -    66,470.      867,500.      MT  (+/- 180 meters Scaled)
 LF0752
 LF0752                          SUPERSEDED SURVEY CONTROL
 LF0752
 LF0752  NGVD 29 (??/??/92)  288.926  (m)          947.92   (f) ADJ UNCH    2 0
 LF0752
 LF0752.Superseded values are not recommended for survey control.
 LF0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0752.See file dsdata.txt to determine how the superseded data were derived.
 LF0752
 LF0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE730699(NAD 83)
 LF0752_MARKER: DB = BENCH MARK DISK
 LF0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0752_SP_SET: CULVERT
 LF0752_STAMPING: L 260 1947
 LF0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0752
 LF0752  HISTORY     - Date     Condition        Report By
 LF0752  HISTORY     - 1947     MONUMENTED       CGS
 LF0752
 LF0752                          STATION DESCRIPTION
 LF0752
 LF0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0752'0.7 MI N FROM NEMAHA.
 LF0752'0.7 MILE NORTH ALONG STATE HIGHWAY NO. 67 FROM THE POST OFFICE
 LF0752'AT NEMAHA, ON THE OUTSIDE OF A LONG CURVE AND AT THE CROSSING
 LF0752'OF A SMALL CREEK, 0.15 MILE NORTHWEST OF THE JUNCTION OF A
 LF0752'GRAVEL ROAD LEADING NORTH, 20.0 FEET NORTHEAST OF THE CENTER
 LF0752'OF THE HIGHWAY, SET IN TOP OF THE NORTHWEST END OF THE NORTHEAST
 LF0752'HEAD WALL OF AN 8 X 12-FOOT CONCRETE CULVERT UNDER THE
 LF0752'HIGHWAY AND ABOUT 5 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0212 ***********************************************************************
 MK0212  DESIGNATION -  L 261
 MK0212  PID         -  MK0212
 MK0212  STATE/COUNTY-  NE/BURT
 MK0212  USGS QUAD   -  MONDAMIN (1970)
 MK0212
 MK0212                         *CURRENT SURVEY CONTROL
 MK0212  ___________________________________________________________________
 MK0212* NAD 83(1986)-  41 44 30.     (N)    096 07 22.     (W)     SCALED    
 MK0212* NAVD 88     -       313.006  (meters)    1026.92   (feet)  ADJUSTED  
 MK0212  ___________________________________________________________________
 MK0212  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 MK0212  DYNAMIC HT  -         312.879 (meters)    1026.50  (feet)  COMP
 MK0212  MODELED GRAV-     980,209.8   (mgal)                       NAVD 88
 MK0212
 MK0212  VERT ORDER  -  SECOND    CLASS 0
 MK0212
 MK0212.The horizontal coordinates were scaled from a topographic map and have
 MK0212.an estimated accuracy of +/- 6 seconds.
 MK0212
 MK0212.The orthometric height was determined by differential leveling
 MK0212.and adjusted by the National Geodetic Survey in June 1991..
 MK0212
 MK0212.The geoid height was determined by GEOID03.
 MK0212
 MK0212.The dynamic height is computed by dividing the NAVD 88
 MK0212.geopotential number by the normal gravity value computed on the
 MK0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0212.degrees latitude (g = 980.6199 gals.).
 MK0212
 MK0212.The modeled gravity was interpolated from observed gravity values.
 MK0212
 MK0212;                    North         East    Units  Estimated Accuracy
 MK0212;SPC NE       -   219,100.      822,310.      MT  (+/- 180 meters Scaled)
 MK0212
 MK0212                          SUPERSEDED SURVEY CONTROL
 MK0212
 MK0212  NGVD 29 (??/??/92)  312.864  (m)         1026.45   (f) ADJ UNCH    2 0
 MK0212
 MK0212.Superseded values are not recommended for survey control.
 MK0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0212.See file dsdata.txt to determine how the superseded data were derived.
 MK0212
 MK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM392250(NAD 83)
 MK0212_MARKER: DB = BENCH MARK DISK
 MK0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0212_STAMPING: L 261 1948
 MK0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0212+STABILITY: SURFACE MOTION
 MK0212
 MK0212  HISTORY     - Date     Condition        Report By
 MK0212  HISTORY     - 1948     MONUMENTED       CGS
 MK0212  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0212
 MK0212                          STATION DESCRIPTION
 MK0212
 MK0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MK0212'7.5 MI SE FROM TEKAMAH.
 MK0212'3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0212'TEKAMAH, THENCE 0.5 MILE SOUTH, 0.5 MILE EAST, 2.0 MILES SOUTH
 MK0212'AND 1.05 MILE EAST ALONG GRAVEL ROADS, 0.1 MILE WEST OF A
 MK0212'FARMHOUSE ON THE NORTH SIDE OF THE ROAD AND A BARN ON THE SOUTH
 MK0212'SIDE OF THE ROAD, 125.5 FEET NORTHWEST OF THE MOST WESTERLY
 MK0212'ONE OF TWO LARGE BOX ELDER TREES ON THE SOUTH SIDE OF THE ROAD,
 MK0212'48.6 FEET NORTH OF POWER LINE POLE B7 29-10, 24.7 FEET NORTH
 MK0212'OF THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTH OF A FENCE LINE,
 MK0212'1.4 FOOT WEST OF A TELEPHONE POLE, 1.8 FOOT EAST OF A REFERENCE
 MK0212'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 MK0212'ABOVE THE GROUND.
 MK0212
 MK0212                          STATION RECOVERY (1970)
 MK0212
 MK0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0214 ***********************************************************************
 NM0214  DESIGNATION -  L 262
 NM0214  PID         -  NM0214
 NM0214  STATE/COUNTY-  NE/DAKOTA
 NM0214  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0214
 NM0214                         *CURRENT SURVEY CONTROL
 NM0214  ___________________________________________________________________
 NM0214* NAD 83(1986)-  42 27 32.     (N)    096 29 22.     (W)     SCALED    
 NM0214* NAVD 88     -       336.918  (meters)    1105.37   (feet)  ADJUSTED  
 NM0214  ___________________________________________________________________
 NM0214  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 NM0214  DYNAMIC HT  -         336.810 (meters)    1105.02  (feet)  COMP
 NM0214  MODELED GRAV-     980,293.1   (mgal)                       NAVD 88
 NM0214
 NM0214  VERT ORDER  -  SECOND    CLASS 0
 NM0214
 NM0214.The horizontal coordinates were scaled from a topographic map and have
 NM0214.an estimated accuracy of +/- 6 seconds.
 NM0214
 NM0214.The orthometric height was determined by differential leveling
 NM0214.and adjusted by the National Geodetic Survey in June 1991..
 NM0214
 NM0214.The geoid height was determined by GEOID03.
 NM0214
 NM0214.The dynamic height is computed by dividing the NAVD 88
 NM0214.geopotential number by the normal gravity value computed on the
 NM0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0214.degrees latitude (g = 980.6199 gals.).
 NM0214
 NM0214.The modeled gravity was interpolated from observed gravity values.
 NM0214
 NM0214;                    North         East    Units  Estimated Accuracy
 NM0214;SPC NE       -   297,380.      788,620.      MT  (+/- 180 meters Scaled)
 NM0214
 NM0214                          SUPERSEDED SURVEY CONTROL
 NM0214
 NM0214  NGVD 29 (??/??/92)  336.751  (m)         1104.82   (f) ADJ UNCH    2 0
 NM0214
 NM0214.Superseded values are not recommended for survey control.
 NM0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0214.See file dsdata.txt to determine how the superseded data were derived.
 NM0214
 NM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN064037(NAD 83)
 NM0214_MARKER: DB = BENCH MARK DISK
 NM0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0214_STAMPING: L 262 1948
 NM0214_MARK LOGO: CGS   
 NM0214_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0214+STABILITY: SURFACE MOTION
 NM0214
 NM0214  HISTORY     - Date     Condition        Report By
 NM0214  HISTORY     - 1948     MONUMENTED       CGS
 NM0214  HISTORY     - 20010227 GOOD             LOCSUR
 NM0214  HISTORY     - 20010327 GOOD             NEDR
 NM0214
 NM0214                          STATION DESCRIPTION
 NM0214
 NM0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0214'5.5 MI W FROM SOUTH SIOUX CITY.
 NM0214'0.7 MILE NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0214'AT SOUTH SIOUX CITY, THENCE 0.5 MILE WEST ALONG A PAVED STREET,
 NM0214'THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.2 MILE WEST
 NM0214'ALONG A GRAVEL ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL
 NM0214'ROAD, THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.6 MILE
 NM0214'WEST ALONG A DIRT ROAD, THENCE 0.9 MILE SOUTHWEST ALONG A DIRT
 NM0214'ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.2 MILE
 NM0214'SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE WEST ALONG A DIRT ROAD,
 NM0214'5.7 MILES NORTHEAST OF JACKSON, 1.0 MILE SOUTHEAST OF BENCH MARK
 NM0214'K 262, 80.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE,
 NM0214'42.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 23.3 FEET NORTH
 NM0214'OF A CORNER FENCE POST, 13.0 FEET EAST OF THE CENTER LINE OF A
 NM0214'PRIVATE ROAD, 1.2 FEET WEST OF A FENCE, 1.2 FEET SOUTH OF A
 NM0214'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 NM0214'FOOT ABOVE THE GROUND.
 NM0214
 NM0214                          STATION RECOVERY (2001)
 NM0214
 NM0214'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (JC)
 NM0214'FROM THE JUNCTION OF HIGHWAY 20 AND HIGHWAY 110 SOUTHWEST OF SO. SIOUX
 NM0214'CITY, GO NORTH ON G AVENUE (GRAVEL RD.) 0.75 MILE (1.21 KM) TO T
 NM0214'INTERSECTION.  TURN LEFT (WEST) AND GO 0.35 MILE (0.56 KM) TO BM 42
 NM0214'FT.  (12.8 M) NORTH OC CO.  RD.
 NM0214
 NM0214                          STATION RECOVERY (2001)
 NM0214
 NM0214'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (JC)
 NM0214'RECOVERED IN GOOD CONDITION.  NOTE--FROM THE JUNCTION OF HIGHWAY 20
 NM0214'AND HIGHWAY 110 SOUTHWEST OF SOUTH SIOUX CITY, GO NORTH ON G AVENUE
 NM0214'(GRAVEL ROAD) 0.75 MILE (1.21 KM) TO T INTERSECTION.  TURN LEFT (WEST)
 NM0214'AND GO 0.35 MILE (0.56 KM) TO BM 42 FEET (12.8 M) NORTH OF COUNTY
 NM0214'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0526 ***********************************************************************
 LF0526  DESIGNATION -  L 263
 LF0526  PID         -  LF0526
 LF0526  STATE/COUNTY-  NE/RICHARDSON
 LF0526  USGS QUAD   -  FALLS CITY (1984)
 LF0526
 LF0526                         *CURRENT SURVEY CONTROL
 LF0526  ___________________________________________________________________
 LF0526* NAD 83(1986)-  40 02 24.     (N)    095 35 06.     (W)     SCALED    
 LF0526* NAVD 88     -       269.523  (meters)     884.26   (feet)  ADJUSTED  
 LF0526  ___________________________________________________________________
 LF0526  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LF0526  DYNAMIC HT  -         269.372 (meters)     883.76  (feet)  COMP
 LF0526  MODELED GRAV-     980,059.8   (mgal)                       NAVD 88
 LF0526
 LF0526  VERT ORDER  -  SECOND    CLASS 0
 LF0526
 LF0526.The horizontal coordinates were scaled from a topographic map and have
 LF0526.an estimated accuracy of +/- 6 seconds.
 LF0526
 LF0526.The orthometric height was determined by differential leveling
 LF0526.and adjusted by the National Geodetic Survey in June 1991..
 LF0526
 LF0526.The geoid height was determined by GEOID03.
 LF0526
 LF0526.The dynamic height is computed by dividing the NAVD 88
 LF0526.geopotential number by the normal gravity value computed on the
 LF0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0526.degrees latitude (g = 980.6199 gals.).
 LF0526
 LF0526.The modeled gravity was interpolated from observed gravity values.
 LF0526
 LF0526;                    North         East    Units  Estimated Accuracy
 LF0526;SPC NE       -    32,570.      876,620.      MT  (+/- 180 meters Scaled)
 LF0526
 LF0526                          SUPERSEDED SURVEY CONTROL
 LF0526
 LF0526  NGVD 29 (??/??/92)  269.443  (m)          884.00   (f) ADJ UNCH    2 0
 LF0526
 LF0526.Superseded values are not recommended for survey control.
 LF0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0526.See file dsdata.txt to determine how the superseded data were derived.
 LF0526
 LF0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE794353(NAD 83)
 LF0526_MARKER: DB = BENCH MARK DISK
 LF0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0526_STAMPING: L 263 1948
 LF0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0526+STABILITY: SURFACE MOTION
 LF0526
 LF0526  HISTORY     - Date     Condition        Report By
 LF0526  HISTORY     - 1948     MONUMENTED       CGS
 LF0526  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0526
 LF0526                          STATION DESCRIPTION
 LF0526
 LF0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LF0526'1.2 MI SE FROM FALLS CITY.
 LF0526'1.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0526'STATION AT FALLS CITY (MISSOURI PACIFIC RAILROAD STATION), 75.0
 LF0526'FEET EAST OF THE NORTHEAST END OF TRESTLE A 134 1/2, 85.0 FEET
 LF0526'EAST OF EAST RAIL OF THE EAST TRACK, 46.0 FEET EAST OF A FENCE
 LF0526'CORNER, 1.0 FOOT NORTH OF A FENCE, 1.3 FOOT WEST OF A REFERENCE
 LF0526'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 LF0526'THE GROUND.  NOTE-- BM LOCATED OFF OF RIGHT OF WAY IN FIELD AND
 LF0526'PROBABLY DESTROYED BY MACHINERY.
 LF0526
 LF0526                          STATION RECOVERY (1964)
 LF0526
 LF0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0616 ***********************************************************************
 LF0616  DESIGNATION -  L 266
 LF0616  PID         -  LF0616
 LF0616  STATE/COUNTY-  NE/RICHARDSON
 LF0616  USGS QUAD   -  BARADA (1966)
 LF0616
 LF0616                         *CURRENT SURVEY CONTROL
 LF0616  ___________________________________________________________________
 LF0616* NAD 83(1986)-  40 13 46.     (N)    095 32 52.     (W)     SCALED    
 LF0616* NAVD 88     -       334.587  (meters)    1097.72   (feet)  ADJUSTED  
 LF0616  ___________________________________________________________________
 LF0616  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LF0616  DYNAMIC HT  -         334.401 (meters)    1097.11  (feet)  COMP
 LF0616  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 LF0616
 LF0616  VERT ORDER  -  SECOND    CLASS 0
 LF0616
 LF0616.The horizontal coordinates were scaled from a topographic map and have
 LF0616.an estimated accuracy of +/- 6 seconds.
 LF0616
 LF0616.The orthometric height was determined by differential leveling
 LF0616.and adjusted by the National Geodetic Survey in June 1991..
 LF0616
 LF0616.The geoid height was determined by GEOID03.
 LF0616
 LF0616.The dynamic height is computed by dividing the NAVD 88
 LF0616.geopotential number by the normal gravity value computed on the
 LF0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0616.degrees latitude (g = 980.6199 gals.).
 LF0616
 LF0616.The modeled gravity was interpolated from observed gravity values.
 LF0616
 LF0616;                    North         East    Units  Estimated Accuracy
 LF0616;SPC NE       -    53,740.      878,710.      MT  (+/- 180 meters Scaled)
 LF0616
 LF0616                          SUPERSEDED SURVEY CONTROL
 LF0616
 LF0616  NGVD 29 (??/??/92)  334.513  (m)         1097.48   (f) ADJ UNCH    2 0
 LF0616
 LF0616.Superseded values are not recommended for survey control.
 LF0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0616.See file dsdata.txt to determine how the superseded data were derived.
 LF0616
 LF0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE832563(NAD 83)
 LF0616_MARKER: DB = BENCH MARK DISK
 LF0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0616_STAMPING: L 266 1947
 LF0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0616+STABILITY: SURFACE MOTION
 LF0616
 LF0616  HISTORY     - Date     Condition        Report By
 LF0616  HISTORY     - 1947     MONUMENTED       CGS
 LF0616
 LF0616                          STATION DESCRIPTION
 LF0616
 LF0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0616'2.8 MI E FROM BARADA.
 LF0616'1.0 MILE NORTH AND 1.8 MILE EAST ALONG DIRT ROADS FROM THE SCHOOL
 LF0616'AT BARADA, ON THE OUTSIDE OF A SHARP TURN IN THE ROAD AND AT A
 LF0616'FARM HOUSE, 43.0 FEET WEST OF THE CENTER OF A PRIVATE DRIVE-WAY
 LF0616'LEADING SOUTH TO THE FARM HOUSE, 29.0 FEET SOUTH OF THE CENTER
 LF0616'OF THE MAIN ROAD, 27.2 FEET NORTH OF THE NORTH WALL OF THE FARM
 LF0616'HOUSE, 4.5 FEET EAST OF A POINT IN LINE WITH THE WEST WALL OF
 LF0616'THE FARM HOUSE, 1.3 FOOT WEST OF A REFERENCE POST, 0.9 FOOT
 LF0616'NORTH OF AND EAST-WEST FARM YARD FENCE LINE, SET IN A CONCRETE
 LF0616'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2
 LF0616'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0642 ***********************************************************************
 LF0642  DESIGNATION -  L 267
 LF0642  PID         -  LF0642
 LF0642  STATE/COUNTY-  NE/RICHARDSON
 LF0642  USGS QUAD   -  BARADA (1966)
 LF0642
 LF0642                         *CURRENT SURVEY CONTROL
 LF0642  ___________________________________________________________________
 LF0642* NAD 83(1986)-  40 09 36.     (N)    095 35 46.     (W)     SCALED    
 LF0642* NAVD 88     -       322.652  (meters)    1058.57   (feet)  ADJUSTED  
 LF0642  ___________________________________________________________________
 LF0642  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LF0642  DYNAMIC HT  -         322.474 (meters)    1057.98  (feet)  COMP
 LF0642  MODELED GRAV-     980,064.2   (mgal)                       NAVD 88
 LF0642
 LF0642  VERT ORDER  -  SECOND    CLASS 0
 LF0642
 LF0642.The horizontal coordinates were scaled from a topographic map and have
 LF0642.an estimated accuracy of +/- 6 seconds.
 LF0642
 LF0642.The orthometric height was determined by differential leveling
 LF0642.and adjusted by the National Geodetic Survey in June 1991..
 LF0642
 LF0642.The geoid height was determined by GEOID03.
 LF0642
 LF0642.The dynamic height is computed by dividing the NAVD 88
 LF0642.geopotential number by the normal gravity value computed on the
 LF0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0642.degrees latitude (g = 980.6199 gals.).
 LF0642
 LF0642.The modeled gravity was interpolated from observed gravity values.
 LF0642
 LF0642;                    North         East    Units  Estimated Accuracy
 LF0642;SPC NE       -    45,820.      875,000.      MT  (+/- 180 meters Scaled)
 LF0642
 LF0642                          SUPERSEDED SURVEY CONTROL
 LF0642
 LF0642  NGVD 29 (??/??/92)  322.582  (m)         1058.34   (f) ADJ UNCH    2 0
 LF0642
 LF0642.Superseded values are not recommended for survey control.
 LF0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0642.See file dsdata.txt to determine how the superseded data were derived.
 LF0642
 LF0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE789487(NAD 83)
 LF0642_MARKER: DB = BENCH MARK DISK
 LF0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0642_STAMPING: L 267 1947
 LF0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0642+STABILITY: SURFACE MOTION
 LF0642
 LF0642  HISTORY     - Date     Condition        Report By
 LF0642  HISTORY     - 1947     MONUMENTED       CGS
 LF0642
 LF0642                          STATION DESCRIPTION
 LF0642
 LF0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0642'4.9 MI S FROM BARADA.
 LF0642'0.9 MILE WEST ALONG STATE HIGHWAY NO. 62 AND 4.0 MILES SOUTH ALONG
 LF0642'A GRAVEL ROAD FROM THE SCHOOL AT BARADA, IN THE NORTHEAST ANGLE
 LF0642'OF A CROSS ROAD, 52.0 FEET NORTH OF THE CENTER OF THE EAST-WEST
 LF0642'ROAD, 33.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 LF0642'15.2 FEET NORTH OF A POWER LINE POLE WHICH IS AT THE CROSSING
 LF0642'OF 2 POWER LINES, 1.3 FOOT SOUTH OF A REFERENCE POST, SET IN A
 LF0642'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 LF0642'0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1067 ***********************************************************************
 LF1067  DESIGNATION -  L 269
 LF1067  PID         -  LF1067
 LF1067  STATE/COUNTY-  NE/CASS
 LF1067  USGS QUAD   -  NEHAWKA (1966)
 LF1067
 LF1067                         *CURRENT SURVEY CONTROL
 LF1067  ___________________________________________________________________
 LF1067* NAD 83(1986)-  40 49 25.     (N)    095 58 01.     (W)     SCALED    
 LF1067* NAVD 88     -       300.441  (meters)     985.70   (feet)  ADJUSTED  
 LF1067  ___________________________________________________________________
 LF1067  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 LF1067  DYNAMIC HT  -         300.304 (meters)     985.25  (feet)  COMP
 LF1067  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 LF1067
 LF1067  VERT ORDER  -  SECOND    CLASS 0
 LF1067
 LF1067.The horizontal coordinates were scaled from a topographic map and have
 LF1067.an estimated accuracy of +/- 6 seconds.
 LF1067
 LF1067.The orthometric height was determined by differential leveling
 LF1067.and adjusted by the National Geodetic Survey in June 1991..
 LF1067
 LF1067.The geoid height was determined by GEOID03.
 LF1067
 LF1067.The dynamic height is computed by dividing the NAVD 88
 LF1067.geopotential number by the normal gravity value computed on the
 LF1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1067.degrees latitude (g = 980.6199 gals.).
 LF1067
 LF1067.The modeled gravity was interpolated from observed gravity values.
 LF1067
 LF1067;                    North         East    Units  Estimated Accuracy
 LF1067;SPC NE       -   117,880.      840,010.      MT  (+/- 180 meters Scaled)
 LF1067
 LF1067                          SUPERSEDED SURVEY CONTROL
 LF1067
 LF1067  NGVD 29 (??/??/92)  300.347  (m)          985.39   (f) ADJ UNCH    2 0
 LF1067
 LF1067.Superseded values are not recommended for survey control.
 LF1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1067.See file dsdata.txt to determine how the superseded data were derived.
 LF1067
 LF1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF497234(NAD 83)
 LF1067_MARKER: DB = BENCH MARK DISK
 LF1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1067_STAMPING: L 269 1947
 LF1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1067+STABILITY: SURFACE MOTION
 LF1067
 LF1067  HISTORY     - Date     Condition        Report By
 LF1067  HISTORY     - 1947     MONUMENTED       CGS
 LF1067
 LF1067                          STATION DESCRIPTION
 LF1067
 LF1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1067'1.5 MI E FROM NEHAWKA.
 LF1067'1.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 LF1067'STATION AT NEHAWKA, AT A PRIVATE ROAD CROSSING, 93.6 FEET
 LF1067'SOUTHEAST OF AND ACROSS THE TRACK FROM THE SECOND POLE WEST OF
 LF1067'MILEPOST 450/5, 48.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LF1067'TRACK, 9.5 FEET SOUTHWEST OF THE SOUTHWEST END OF A STEEL GATE,
 LF1067'2.0 FEET SOUTHWEST OF A REFERENCE POST, 1.0 FOOT NORTHWEST OF A
 LF1067'FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.1 FOOT
 LF1067'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0142 ***********************************************************************
 LJ0142  DESIGNATION -  L 27
 LJ0142  PID         -  LJ0142
 LJ0142  STATE/COUNTY-  NE/FRONTIER
 LJ0142  USGS QUAD   -  CURTIS (1956)
 LJ0142
 LJ0142                         *CURRENT SURVEY CONTROL
 LJ0142  ___________________________________________________________________
 LJ0142* NAD 83(1986)-  40 39 28.     (N)    100 37 08.     (W)     SCALED    
 LJ0142* NAVD 88     -       813.463  (meters)    2668.84   (feet)  ADJUSTED  
 LJ0142  ___________________________________________________________________
 LJ0142  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 LJ0142  DYNAMIC HT  -         812.953 (meters)    2667.16  (feet)  COMP
 LJ0142  MODELED GRAV-     979,970.5   (mgal)                       NAVD 88
 LJ0142
 LJ0142  VERT ORDER  -  SECOND    CLASS 0
 LJ0142
 LJ0142.The horizontal coordinates were scaled from a topographic map and have
 LJ0142.an estimated accuracy of +/- 6 seconds.
 LJ0142
 LJ0142.The orthometric height was determined by differential leveling
 LJ0142.and adjusted by the National Geodetic Survey in June 1991..
 LJ0142
 LJ0142.The geoid height was determined by GEOID03.
 LJ0142
 LJ0142.The dynamic height is computed by dividing the NAVD 88
 LJ0142.geopotential number by the normal gravity value computed on the
 LJ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0142.degrees latitude (g = 980.6199 gals.).
 LJ0142
 LJ0142.The modeled gravity was interpolated from observed gravity values.
 LJ0142
 LJ0142;                    North         East    Units  Estimated Accuracy
 LJ0142;SPC NE       -    91,720.      447,670.      MT  (+/- 180 meters Scaled)
 LJ0142
 LJ0142                          SUPERSEDED SURVEY CONTROL
 LJ0142
 LJ0142  NGVD 29 (??/??/92)  813.109  (m)         2667.68   (f) ADJ UNCH    2 0
 LJ0142
 LJ0142.Superseded values are not recommended for survey control.
 LJ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0142.See file dsdata.txt to determine how the superseded data were derived.
 LJ0142
 LJ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL631020(NAD 83)
 LJ0142_MARKER: DB = BENCH MARK DISK
 LJ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0142_STAMPING: L 27 1934
 LJ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0142+STABILITY: SURFACE MOTION
 LJ0142
 LJ0142  HISTORY     - Date     Condition        Report By
 LJ0142  HISTORY     - 1934     MONUMENTED       CGS
 LJ0142  HISTORY     - 1955     MARK NOT FOUND   USGS
 LJ0142
 LJ0142                          STATION DESCRIPTION
 LJ0142
 LJ0142'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LJ0142'AT MAYWOOD.
 LJ0142'AT MAYWOOD, FRONTIER COUNTY, 78 FEET SOUTH OF THE SOUTH END OF
 LJ0142'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, AT THE SOUTH
 LJ0142'END OF A SMALL PARK, AND 30.5 FEET EAST OF THE CENTERLINE OF THE
 LJ0142'MAIN TRACK.  A STANDARD DISK, STAMPED L 27 1934 AND SET IN THE
 LJ0142'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1402 ***********************************************************************
 NM1402  DESIGNATION -  L 271
 NM1402  PID         -  NM1402
 NM1402  STATE/COUNTY-  NE/KNOX
 NM1402  USGS QUAD   -  SANTEE (1978)
 NM1402
 NM1402                         *CURRENT SURVEY CONTROL
 NM1402  ___________________________________________________________________
 NM1402* NAD 83(1986)-  42 47 13.     (N)    097 45 33.     (W)     SCALED    
 NM1402* NAVD 88     -       545.794  (meters)    1790.66   (feet)  ADJUSTED  
 NM1402  ___________________________________________________________________
 NM1402  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 NM1402  DYNAMIC HT  -         545.601 (meters)    1790.03  (feet)  COMP
 NM1402  MODELED GRAV-     980,250.1   (mgal)                       NAVD 88
 NM1402
 NM1402  VERT ORDER  -  SECOND    CLASS 0
 NM1402
 NM1402.The horizontal coordinates were scaled from a topographic map and have
 NM1402.an estimated accuracy of +/- 6 seconds.
 NM1402
 NM1402.The orthometric height was determined by differential leveling
 NM1402.and adjusted by the National Geodetic Survey in June 1991..
 NM1402
 NM1402.The geoid height was determined by GEOID03.
 NM1402
 NM1402.The dynamic height is computed by dividing the NAVD 88
 NM1402.geopotential number by the normal gravity value computed on the
 NM1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1402.degrees latitude (g = 980.6199 gals.).
 NM1402
 NM1402.The modeled gravity was interpolated from observed gravity values.
 NM1402
 NM1402;                    North         East    Units  Estimated Accuracy
 NM1402;SPC NE       -   330,330.      683,310.      MT  (+/- 180 meters Scaled)
 NM1402
 NM1402                          SUPERSEDED SURVEY CONTROL
 NM1402
 NM1402  NGVD 29 (??/??/92)  545.556  (m)         1789.88   (f) ADJ UNCH    2 0
 NM1402
 NM1402.Superseded values are not recommended for survey control.
 NM1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1402.See file dsdata.txt to determine how the superseded data were derived.
 NM1402
 NM1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN014379(NAD 83)
 NM1402_MARKER: DB = BENCH MARK DISK
 NM1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1402_STAMPING: L 271 1949
 NM1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1402+STABILITY: SURFACE MOTION
 NM1402
 NM1402  HISTORY     - Date     Condition        Report By
 NM1402  HISTORY     - 1949     MONUMENTED       CGS
 NM1402  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1402
 NM1402                          STATION DESCRIPTION
 NM1402
 NM1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1402'6.6 MI NW FROM LINDY.
 NM1402'1.6 MILES NORTH ALONG A DIRT ROAD FROM THE JUNCTION WITH THE
 NM1402'MAIN STREET OF LINDY, THENCE 1.0 MILE EAST ALONG A DIRT ROAD,
 NM1402'THENCE 1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST
 NM1402'ALONG A DIRT ROAD, THENCE 1.0 MILE NORTHWEST ALONG A DIRT ROAD,
 NM1402'THENCE 0.5 MILE WEST ALONG A DIRT ROAD, 0.1 MILE EAST OF CROSS
 NM1402'RANCH NO. 2, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 28
 NM1402'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 4.0 FEET
 NM1402'NORTH OF A TELEPHONE POLE, 1.6 FEET SOUTH OF A FENCE LINE, 1.4
 NM1402'FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 NM1402'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 NM1402
 NM1402                          STATION RECOVERY (1974)
 NM1402
 NM1402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1042 ***********************************************************************
 NM1042  DESIGNATION -  L 272
 NM1042  PID         -  NM1042
 NM1042  STATE/COUNTY-  NE/CEDAR
 NM1042  USGS QUAD   -  MENOMINEE (1968)
 NM1042
 NM1042                         *CURRENT SURVEY CONTROL
 NM1042  ___________________________________________________________________
 NM1042* NAD 83(1986)-  42 50 42.     (N)    097 19 37.     (W)     SCALED    
 NM1042* NAVD 88     -       358.447  (meters)    1176.00   (feet)  ADJUSTED  
 NM1042  ___________________________________________________________________
 NM1042  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 NM1042  DYNAMIC HT  -         358.344 (meters)    1175.67  (feet)  COMP
 NM1042  MODELED GRAV-     980,323.1   (mgal)                       NAVD 88
 NM1042
 NM1042  VERT ORDER  -  SECOND    CLASS 0
 NM1042
 NM1042.The horizontal coordinates were scaled from a topographic map and have
 NM1042.an estimated accuracy of +/- 6 seconds.
 NM1042
 NM1042.The orthometric height was determined by differential leveling
 NM1042.and adjusted by the National Geodetic Survey in June 1991..
 NM1042
 NM1042.The geoid height was determined by GEOID03.
 NM1042
 NM1042.The dynamic height is computed by dividing the NAVD 88
 NM1042.geopotential number by the normal gravity value computed on the
 NM1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1042.degrees latitude (g = 980.6199 gals.).
 NM1042
 NM1042.The modeled gravity was interpolated from observed gravity values.
 NM1042
 NM1042;                    North         East    Units  Estimated Accuracy
 NM1042;SPC NE       -   337,780.      718,460.      MT  (+/- 180 meters Scaled)
 NM1042
 NM1042                          SUPERSEDED SURVEY CONTROL
 NM1042
 NM1042  NGVD 29 (??/??/92)  358.245  (m)         1175.34   (f) ADJ UNCH    2 0
 NM1042
 NM1042.Superseded values are not recommended for survey control.
 NM1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1042.See file dsdata.txt to determine how the superseded data were derived.
 NM1042
 NM1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN367449(NAD 83)
 NM1042_MARKER: DB = BENCH MARK DISK
 NM1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1042_STAMPING: L 272 1949
 NM1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1042+STABILITY: SURFACE MOTION
 NM1042
 NM1042  HISTORY     - Date     Condition        Report By
 NM1042  HISTORY     - 1949     MONUMENTED       CGS
 NM1042  HISTORY     - 1967     MARK NOT FOUND   NGS
 NM1042
 NM1042                          STATION DESCRIPTION
 NM1042
 NM1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1042'5.6 MI SE FROM YANKTON.
 NM1042'1.9 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 NM1042'YANKTON, THENCE 3.7 MILES EAST ALONG A GRAVELED ROAD, 43 FEET
 NM1042'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 15 FEET WEST OF
 NM1042'THE CENTER LINE OF A TIMBER ROAD LEADING NORTH, 9.0 FEET SOUTHWEST
 NM1042'OF A 16-INCH ELM WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF
 NM1042'THE TREE, 8.0 FEET EAST OF A 16-INCH ELM WITH A TRIANGULAR BLAZE
 NM1042'ON THE SOUTH SIDE OF THE TREE, 20.0 FEET NORTHWEST OF THE CENTER
 NM1042'OF A WIRE GATE, 12.0 FEET NORTH OF A FENCE, 1.7 FEET WEST OF A
 NM1042'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM1042'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1042
 NM1042                          STATION RECOVERY (1967)
 NM1042
 NM1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NM1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0320 ***********************************************************************
 NN0320  DESIGNATION -  L 273
 NN0320  PID         -  NN0320
 NN0320  STATE/COUNTY-  NE/BOYD
 NN0320  USGS QUAD   -  GROSS (1964)
 NN0320
 NN0320                         *CURRENT SURVEY CONTROL
 NN0320  ___________________________________________________________________
 NN0320* NAD 83(1986)-  42 56 34.     (N)    098 32 50.     (W)     SCALED    
 NN0320* NAVD 88     -       532.991  (meters)    1748.65   (feet)  ADJUSTED  
 NN0320  ___________________________________________________________________
 NN0320  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 NN0320  DYNAMIC HT  -         532.801 (meters)    1748.03  (feet)  COMP
 NN0320  MODELED GRAV-     980,248.2   (mgal)                       NAVD 88
 NN0320
 NN0320  VERT ORDER  -  SECOND    CLASS 0
 NN0320
 NN0320.The horizontal coordinates were scaled from a topographic map and have
 NN0320.an estimated accuracy of +/- 6 seconds.
 NN0320
 NN0320.The orthometric height was determined by differential leveling
 NN0320.and adjusted by the National Geodetic Survey in June 1991..
 NN0320
 NN0320.The geoid height was determined by GEOID03.
 NN0320
 NN0320.The dynamic height is computed by dividing the NAVD 88
 NN0320.geopotential number by the normal gravity value computed on the
 NN0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0320.degrees latitude (g = 980.6199 gals.).
 NN0320
 NN0320.The modeled gravity was interpolated from observed gravity values.
 NN0320
 NN0320;                    North         East    Units  Estimated Accuracy
 NN0320;SPC NE       -   346,260.      618,560.      MT  (+/- 180 meters Scaled)
 NN0320
 NN0320                          SUPERSEDED SURVEY CONTROL
 NN0320
 NN0320  NGVD 29 (??/??/92)  532.708  (m)         1747.73   (f) ADJ UNCH    2 0
 NN0320
 NN0320.Superseded values are not recommended for survey control.
 NN0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0320.See file dsdata.txt to determine how the superseded data were derived.
 NN0320
 NN0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN369545(NAD 83)
 NN0320_MARKER: DB = BENCH MARK DISK
 NN0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0320_STAMPING: L 273 1949
 NN0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0320+STABILITY: SURFACE MOTION
 NN0320
 NN0320  HISTORY     - Date     Condition        Report By
 NN0320  HISTORY     - 1949     MONUMENTED       CGS
 NN0320
 NN0320                          STATION DESCRIPTION
 NN0320
 NN0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0320'8.9 MI NE FROM BRISTOW.
 NN0320'6.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0320'THENCE 2.0 MILES EAST ALONG A DIRT ROAD, 0.1 MILE WEST OF A CURVE
 NN0320'WITH TANGENTS LEADING WEST AND SOUTH, 0.1 MILE SOUTH OF A CURVE
 NN0320'WITH TANGENTS LEADING SOUTH AND WEST, ON THE OUTSIDE OF A CURVE,
 NN0320'ABOUT 0.15 MILE SOUTH OF A LARGE RED BARN WHICH CAN BE SEEN
 NN0320'THROUGH THE TREES, 24.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 NN0320'ROAD, 0.8 FOOT NORTHEAST OF A FENCE, 1.2 FEET SOUTHEAST OF A
 NN0320'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 NN0320'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1128 ***********************************************************************
 NM1128  DESIGNATION -  L 274
 NM1128  PID         -  NM1128
 NM1128  STATE/COUNTY-  NE/CEDAR
 NM1128  USGS QUAD   -  HARTINGTON (1968)
 NM1128
 NM1128                         *CURRENT SURVEY CONTROL
 NM1128  ___________________________________________________________________
 NM1128* NAD 83(1986)-  42 36 15.     (N)    097 15 01.     (W)     SCALED    
 NM1128* NAVD 88     -       419.994  (meters)    1377.93   (feet)  ADJUSTED  
 NM1128  ___________________________________________________________________
 NM1128  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM1128  DYNAMIC HT  -         419.850 (meters)    1377.46  (feet)  COMP
 NM1128  MODELED GRAV-     980,264.2   (mgal)                       NAVD 88
 NM1128
 NM1128  VERT ORDER  -  SECOND    CLASS 0
 NM1128
 NM1128.This mark is at Hartington Municipal Airport (NE02)
 NM1128
 NM1128.The horizontal coordinates were scaled from a topographic map and have
 NM1128.an estimated accuracy of +/- 6 seconds.
 NM1128
 NM1128.The orthometric height was determined by differential leveling
 NM1128.and adjusted by the National Geodetic Survey in June 1991..
 NM1128
 NM1128.The geoid height was determined by GEOID03.
 NM1128
 NM1128.The dynamic height is computed by dividing the NAVD 88
 NM1128.geopotential number by the normal gravity value computed on the
 NM1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1128.degrees latitude (g = 980.6199 gals.).
 NM1128
 NM1128.The modeled gravity was interpolated from observed gravity values.
 NM1128
 NM1128;                    North         East    Units  Estimated Accuracy
 NM1128;SPC NE       -   311,240.      725,580.      MT  (+/- 180 meters Scaled)
 NM1128
 NM1128                          SUPERSEDED SURVEY CONTROL
 NM1128
 NM1128  NGVD 29 (??/??/92)  419.791  (m)         1377.26   (f) ADJ UNCH    2 0
 NM1128
 NM1128.Superseded values are not recommended for survey control.
 NM1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1128.See file dsdata.txt to determine how the superseded data were derived.
 NM1128
 NM1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN435183(NAD 83)
 NM1128_MARKER: DB = BENCH MARK DISK
 NM1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1128_STAMPING: L 274 1949
 NM1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1128+STABILITY: SURFACE MOTION
 NM1128
 NM1128  HISTORY     - Date     Condition        Report By
 NM1128  HISTORY     - 1949     MONUMENTED       CGS
 NM1128  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM1128
 NM1128                          STATION DESCRIPTION
 NM1128
 NM1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1128'1.8 MI SE FROM HARTINGTON.
 NM1128'0.75 MILE EAST ALONG STATE HIGHWAY 84 FROM THE COURTHOUSE AT
 NM1128'HARTINGTON, THENCE 0.45 MILE SOUTH ALONG STATE HIGHWAY 84,
 NM1128'THENCE 0.6 MILE SOUTH ALONG A GRAVELED ROAD, AT THE HARTINGTON
 NM1128'AIRPORT, 21.8 FEET EAST OF THE GAS PUMP, 81.6 FEET SOUTHEAST
 NM1128'OF THE FRAME GATE, 20.0 FEET NORTHWEST OF A FENCE CORNER
 NM1128'POST, 1.0 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT
 NM1128'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM1128
 NM1128                          STATION RECOVERY (1966)
 NM1128
 NM1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM1128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0881 ***********************************************************************
 NM0881  DESIGNATION -  L 276
 NM0881  PID         -  NM0881
 NM0881  STATE/COUNTY-  NE/DIXON
 NM0881  USGS QUAD   -  BURBANK (1994)
 NM0881
 NM0881                         *CURRENT SURVEY CONTROL
 NM0881  ___________________________________________________________________
 NM0881* NAD 83(1986)-  42 41 02.     (N)    096 49 17.     (W)     SCALED    
 NM0881* NAVD 88     -       349.375  (meters)    1146.24   (feet)  ADJUSTED  
 NM0881  ___________________________________________________________________
 NM0881  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NM0881  DYNAMIC HT  -         349.270 (meters)    1145.90  (feet)  COMP
 NM0881  MODELED GRAV-     980,309.6   (mgal)                       NAVD 88
 NM0881
 NM0881  VERT ORDER  -  SECOND    CLASS 0
 NM0881
 NM0881.The horizontal coordinates were scaled from a topographic map and have
 NM0881.an estimated accuracy of +/- 6 seconds.
 NM0881
 NM0881.The orthometric height was determined by differential leveling
 NM0881.and adjusted by the National Geodetic Survey in June 1991..
 NM0881
 NM0881.The geoid height was determined by GEOID03.
 NM0881
 NM0881.The dynamic height is computed by dividing the NAVD 88
 NM0881.geopotential number by the normal gravity value computed on the
 NM0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0881.degrees latitude (g = 980.6199 gals.).
 NM0881
 NM0881.The modeled gravity was interpolated from observed gravity values.
 NM0881
 NM0881;                    North         East    Units  Estimated Accuracy
 NM0881;SPC NE       -   321,300.      760,420.      MT  (+/- 180 meters Scaled)
 NM0881
 NM0881                          SUPERSEDED SURVEY CONTROL
 NM0881
 NM0881  NGVD 29 (??/??/92)  349.191  (m)         1145.64   (f) ADJ UNCH    2 0
 NM0881
 NM0881.Superseded values are not recommended for survey control.
 NM0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0881.See file dsdata.txt to determine how the superseded data were derived.
 NM0881
 NM0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN784280(NAD 83)
 NM0881_MARKER: DB = BENCH MARK DISK
 NM0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0881_STAMPING: L 276 1949
 NM0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0881+STABILITY: SURFACE MOTION
 NM0881
 NM0881  HISTORY     - Date     Condition        Report By
 NM0881  HISTORY     - 1949     MONUMENTED       CGS
 NM0881
 NM0881                          STATION DESCRIPTION
 NM0881
 NM0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0881'5.2 MI N FROM NEWCASTLE.
 NM0881'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST
 NM0881'CORNER OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 2.15 MILES
 NM0881'EAST ALONG A GRADED DIRT ROAD, 0.1 MILE EAST OF THE FARM HOME
 NM0881'OF GEORGE HANSON AND OCCUPIED BY W.H. HANSON, 47.0 FEET
 NM0881'NORTHEAST OF THE NORTHEAST CORNER OF AN IRON BANISTER BRIDGE, 21
 NM0881'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTH OF A
 NM0881'REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE POST
 NM0881'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0150 ***********************************************************************
 LG0150  DESIGNATION -  L 277
 LG0150  PID         -  LG0150
 LG0150  STATE/COUNTY-  NE/CASS
 LG0150  USGS QUAD   -  WEEPING WATER NE (1956)
 LG0150
 LG0150                         *CURRENT SURVEY CONTROL
 LG0150  ___________________________________________________________________
 LG0150* NAD 83(1986)-  40 54 55.     (N)    096 05 00.     (W)     SCALED    
 LG0150* NAVD 88     -       382.054  (meters)    1253.46   (feet)  ADJUSTED  
 LG0150  ___________________________________________________________________
 LG0150  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 LG0150  DYNAMIC HT  -         381.893 (meters)    1252.93  (feet)  COMP
 LG0150  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 LG0150
 LG0150  VERT ORDER  -  SECOND    CLASS 0
 LG0150
 LG0150.The horizontal coordinates were scaled from a topographic map and have
 LG0150.an estimated accuracy of +/- 6 seconds.
 LG0150
 LG0150.The orthometric height was determined by differential leveling
 LG0150.and adjusted by the National Geodetic Survey in June 1991..
 LG0150
 LG0150.The geoid height was determined by GEOID03.
 LG0150
 LG0150.The dynamic height is computed by dividing the NAVD 88
 LG0150.geopotential number by the normal gravity value computed on the
 LG0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0150.degrees latitude (g = 980.6199 gals.).
 LG0150
 LG0150.The modeled gravity was interpolated from observed gravity values.
 LG0150
 LG0150;                    North         East    Units  Estimated Accuracy
 LG0150;SPC NE       -   127,600.      829,740.      MT  (+/- 180 meters Scaled)
 LG0150
 LG0150                          SUPERSEDED SURVEY CONTROL
 LG0150
 LG0150  NGVD 29 (??/??/92)  381.958  (m)         1253.14   (f) ADJ UNCH    2 0
 LG0150
 LG0150.Superseded values are not recommended for survey control.
 LG0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0150.See file dsdata.txt to determine how the superseded data were derived.
 LG0150
 LG0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL456334(NAD 83)
 LG0150_MARKER: DB = BENCH MARK DISK
 LG0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0150_STAMPING: L 277 1950
 LG0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0150+STABILITY: SURFACE MOTION
 LG0150
 LG0150  HISTORY     - Date     Condition        Report By
 LG0150  HISTORY     - 1950     MONUMENTED       CGS
 LG0150
 LG0150                          STATION DESCRIPTION
 LG0150
 LG0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0150'6.5 MI NE FROM WEEPING WATER.
 LG0150'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE HIGH SCHOOL AT
 LG0150'WEEPING WATER, THENCE 3.0 MILES EAST ALONG STATE HIGHWAY 1, AT A
 LG0150'ROAD INTERSECTION, 158 FEET NORTH OF THE CENTER LINE OF THE
 LG0150'HIGHWAY, 119 FEET NORTH OF A FENCE CORNER, 32 FEET WEST OF THE
 LG0150'CENTER LINE OF A NORTH AND SOUTH ROAD, 1 FOOT EAST OF A FENCE,
 LG0150'2.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LG0150'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0465 ***********************************************************************
 NM0465  DESIGNATION -  L 278
 NM0465  PID         -  NM0465
 NM0465  STATE/COUNTY-  NE/DAKOTA
 NM0465  USGS QUAD   -  HOMER (1976)
 NM0465
 NM0465                         *CURRENT SURVEY CONTROL
 NM0465  ___________________________________________________________________
 NM0465* NAD 83(1986)-  42 18 54.     (N)    096 28 13.     (W)     SCALED    
 NM0465* NAVD 88     -       335.273  (meters)    1099.97   (feet)  ADJUSTED  
 NM0465  ___________________________________________________________________
 NM0465  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 NM0465  DYNAMIC HT  -         335.163 (meters)    1099.61  (feet)  COMP
 NM0465  MODELED GRAV-     980,283.7   (mgal)                       NAVD 88
 NM0465
 NM0465  VERT ORDER  -  SECOND    CLASS 0
 NM0465
 NM0465.The horizontal coordinates were scaled from a topographic map and have
 NM0465.an estimated accuracy of +/- 6 seconds.
 NM0465
 NM0465.The orthometric height was determined by differential leveling
 NM0465.and adjusted by the National Geodetic Survey in June 1991..
 NM0465
 NM0465.The geoid height was determined by GEOID03.
 NM0465
 NM0465.The dynamic height is computed by dividing the NAVD 88
 NM0465.geopotential number by the normal gravity value computed on the
 NM0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0465.degrees latitude (g = 980.6199 gals.).
 NM0465
 NM0465.The modeled gravity was interpolated from observed gravity values.
 NM0465
 NM0465;                    North         East    Units  Estimated Accuracy
 NM0465;SPC NE       -   281,480.      790,840.      MT  (+/- 180 meters Scaled)
 NM0465
 NM0465                          SUPERSEDED SURVEY CONTROL
 NM0465
 NM0465  NGVD 29 (??/??/92)  335.115  (m)         1099.46   (f) ADJ UNCH    2 0
 NM0465
 NM0465.Superseded values are not recommended for survey control.
 NM0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0465.See file dsdata.txt to determine how the superseded data were derived.
 NM0465
 NM0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM084878(NAD 83)
 NM0465_MARKER: DB = BENCH MARK DISK
 NM0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0465_STAMPING: L 278 1949
 NM0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0465+STABILITY: SURFACE MOTION
 NM0465
 NM0465  HISTORY     - Date     Condition        Report By
 NM0465  HISTORY     - 1949     MONUMENTED       CGS
 NM0465
 NM0465                          STATION DESCRIPTION
 NM0465
 NM0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0465'1.1 MI E FROM HOMER.
 NM0465'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0465'THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, AT THE FARM HOME
 NM0465'OF C.T. MAXWELL AND OCCUPIED BY JEROLD B. ROSE, 105.0 FEET NORTH
 NM0465'OF THE NORTHWEST CORNER OF THE BARN, 32 FEET SOUTH OF THE CENTER
 NM0465'LINE OF THE ROAD, 40 FEET WEST OF THE CENTER LINE OF A PRIVATE
 NM0465'DRIVEWAY, 10.0 FEET WEST OF THE CENTER OF A WOODEN GATE, 1.0 FOOT
 NM0465'NORTH OF A FENCE, 1.4 FEET EAST OF A REFERENCE POST, AND SET IN
 NM0465'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NM0465'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0385 ***********************************************************************
 LH0385  DESIGNATION -  L 279
 LH0385  PID         -  LH0385
 LH0385  STATE/COUNTY-  NE/HALL
 LH0385  USGS QUAD   -  WOOD RIVER (1993)
 LH0385
 LH0385                         *CURRENT SURVEY CONTROL
 LH0385  ___________________________________________________________________
 LH0385* NAD 83(1986)-  40 50 55.     (N)    098 30 45.     (W)     SCALED    
 LH0385* NAVD 88     -       589.689  (meters)    1934.67   (feet)  ADJUSTED  
 LH0385  ___________________________________________________________________
 LH0385  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 LH0385  DYNAMIC HT  -         589.374 (meters)    1933.64  (feet)  COMP
 LH0385  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 LH0385
 LH0385  VERT ORDER  -  FIRST     CLASS II
 LH0385
 LH0385.The horizontal coordinates were scaled from a topographic map and have
 LH0385.an estimated accuracy of +/- 6 seconds.
 LH0385
 LH0385.The orthometric height was determined by differential leveling
 LH0385.and adjusted by the National Geodetic Survey in June 1991..
 LH0385
 LH0385.The geoid height was determined by GEOID03.
 LH0385
 LH0385.The dynamic height is computed by dividing the NAVD 88
 LH0385.geopotential number by the normal gravity value computed on the
 LH0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0385.degrees latitude (g = 980.6199 gals.).
 LH0385
 LH0385.The modeled gravity was interpolated from observed gravity values.
 LH0385
 LH0385;                    North         East    Units  Estimated Accuracy
 LH0385;SPC NE       -   113,800.      625,400.      MT  (+/- 180 meters Scaled)
 LH0385
 LH0385                          SUPERSEDED SURVEY CONTROL
 LH0385
 LH0385  NGVD 29 (??/??/92)  589.441  (m)         1933.86   (f) ADJ UNCH    1 2
 LH0385
 LH0385.Superseded values are not recommended for survey control.
 LH0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0385.See file dsdata.txt to determine how the superseded data were derived.
 LH0385
 LH0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL410220(NAD 83)
 LH0385_MARKER: DB = BENCH MARK DISK
 LH0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0385_STAMPING: L 279 1949
 LH0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0385+STABILITY: SURFACE MOTION
 LH0385
 LH0385  HISTORY     - Date     Condition        Report By
 LH0385  HISTORY     - 1949     MONUMENTED       CGS
 LH0385  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0385
 LH0385                          STATION DESCRIPTION
 LH0385
 LH0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0385'2.8 MI SW FROM ALDA.
 LH0385'2.75 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0385'THE STATION AT ALDA, AT A ROAD CROSSING, 89 FEET WEST OF THE
 LH0385'CENTER LINE OF A NORTH-SOUTH ROAD, 52.0 FEET SOUTHWEST OF A
 LH0385'FENCE CORNER POST, 47.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 LH0385'OF THE SOUTHEAST SET OF TRACKS, 1.2 FEET NORTHWEST OF THE
 LH0385'RIGHT-OF-WAY FENCE, 2.0 FEET NORTHEAST OF A REFERENCE POST, AND
 LH0385'SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT
 LH0385'ABOVE THE GROUND.
 LH0385
 LH0385                          STATION RECOVERY (1991)
 LH0385
 LH0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0385'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0152 ***********************************************************************
 LJ0152  DESIGNATION -  L 28
 LJ0152  PID         -  LJ0152
 LJ0152  STATE/COUNTY-  NE/LINCOLN
 LJ0152  USGS QUAD   -  WELLFLEET NW (1956)
 LJ0152
 LJ0152                         *CURRENT SURVEY CONTROL
 LJ0152  ___________________________________________________________________
 LJ0152* NAD 83(1986)-  40 55 26.     (N)    100 41 49.     (W)     SCALED    
 LJ0152* NAVD 88     -       908.905  (meters)    2981.97   (feet)  ADJUSTED  
 LJ0152  ___________________________________________________________________
 LJ0152  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 LJ0152  DYNAMIC HT  -         908.338 (meters)    2980.11  (feet)  COMP
 LJ0152  MODELED GRAV-     979,969.0   (mgal)                       NAVD 88
 LJ0152
 LJ0152  VERT ORDER  -  SECOND    CLASS 0
 LJ0152
 LJ0152.The horizontal coordinates were scaled from a topographic map and have
 LJ0152.an estimated accuracy of +/- 6 seconds.
 LJ0152
 LJ0152.The orthometric height was determined by differential leveling
 LJ0152.and adjusted by the National Geodetic Survey in June 1994..
 LJ0152
 LJ0152.The geoid height was determined by GEOID03.
 LJ0152
 LJ0152.The dynamic height is computed by dividing the NAVD 88
 LJ0152.geopotential number by the normal gravity value computed on the
 LJ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0152.degrees latitude (g = 980.6199 gals.).
 LJ0152
 LJ0152.The modeled gravity was interpolated from observed gravity values.
 LJ0152
 LJ0152;                    North         East    Units  Estimated Accuracy
 LJ0152;SPC NE       -   121,320.      441,310.      MT  (+/- 180 meters Scaled)
 LJ0152
 LJ0152                          SUPERSEDED SURVEY CONTROL
 LJ0152
 LJ0152  NAVD 88 (06/15/91)  908.901  (m)         2981.95   (f) UNKNOWN     2 0
 LJ0152  NGVD 29 (??/??/92)  908.526  (m)         2980.72   (f) ADJ UNCH    2 0
 LJ0152
 LJ0152.Superseded values are not recommended for survey control.
 LJ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0152.See file dsdata.txt to determine how the superseded data were derived.
 LJ0152
 LJ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL571316(NAD 83)
 LJ0152_MARKER: DB = BENCH MARK DISK
 LJ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0152_STAMPING: L 28 1934
 LJ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0152+STABILITY: SURFACE MOTION
 LJ0152
 LJ0152  HISTORY     - Date     Condition        Report By
 LJ0152  HISTORY     - 1934     MONUMENTED       CGS
 LJ0152  HISTORY     - 1941     GOOD             NGS
 LJ0152
 LJ0152                          STATION DESCRIPTION
 LJ0152
 LJ0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0152'18.4 MI S FROM NORTH PLATTE.
 LJ0152'18.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM NORTH PLATTE,
 LJ0152'LINCOLN COUNTY, 0.5 MILE NORTH OF A PROMINENT S-CURVE, 34 FEET
 LJ0152'WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF THE
 LJ0152'RIGHT-OF-WAY FENCE, AND 7 FEET NORTH OF A CROSS FENCE.  A
 LJ0152'STANDARD DISK, STAMPED L 28 1934 AND SET IN THE TOP OF A CONCRETE
 LJ0152'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0820 ***********************************************************************
 MK0820  DESIGNATION -  L 280
 MK0820  PID         -  MK0820
 MK0820  STATE/COUNTY-  NE/SARPY
 MK0820  USGS QUAD   -  CEDAR CREEK (1983)
 MK0820
 MK0820                         *CURRENT SURVEY CONTROL
 MK0820  ___________________________________________________________________
 MK0820* NAD 83(1986)-  41 07 03.     (N)    096 05 31.     (W)     SCALED    
 MK0820* NAVD 88     -       366.520  (meters)    1202.49   (feet)  ADJUSTED  
 MK0820  ___________________________________________________________________
 MK0820  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 MK0820  DYNAMIC HT  -         366.368 (meters)    1201.99  (feet)  COMP
 MK0820  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 MK0820
 MK0820  VERT ORDER  -  SECOND    CLASS 0
 MK0820
 MK0820.The horizontal coordinates were scaled from a topographic map and have
 MK0820.an estimated accuracy of +/- 6 seconds.
 MK0820
 MK0820.The orthometric height was determined by differential leveling
 MK0820.and adjusted by the National Geodetic Survey in June 1991..
 MK0820
 MK0820.The geoid height was determined by GEOID03.
 MK0820
 MK0820.The dynamic height is computed by dividing the NAVD 88
 MK0820.geopotential number by the normal gravity value computed on the
 MK0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0820.degrees latitude (g = 980.6199 gals.).
 MK0820
 MK0820.The modeled gravity was interpolated from observed gravity values.
 MK0820
 MK0820;                    North         East    Units  Estimated Accuracy
 MK0820;SPC NE       -   149,990.      828,000.      MT  (+/- 180 meters Scaled)
 MK0820
 MK0820                          SUPERSEDED SURVEY CONTROL
 MK0820
 MK0820  NGVD 29 (??/??/92)  366.413  (m)         1202.14   (f) ADJ UNCH    2 0
 MK0820
 MK0820.Superseded values are not recommended for survey control.
 MK0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0820.See file dsdata.txt to determine how the superseded data were derived.
 MK0820
 MK0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL441558(NAD 83)
 MK0820_MARKER: DB = BENCH MARK DISK
 MK0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0820_STAMPING: L 280 1950
 MK0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0820+STABILITY: SURFACE MOTION
 MK0820
 MK0820  HISTORY     - Date     Condition        Report By
 MK0820  HISTORY     - 1950     MONUMENTED       CGS
 MK0820
 MK0820                          STATION DESCRIPTION
 MK0820
 MK0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0820'2.1 MI W FROM RICHFIELD.
 MK0820'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0820'RICHFIELD, THENCE 0.7 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.0
 MK0820'MILE NORTH ALONG A GRAVELED ROAD, 500 FEET EAST OF A FARMHOUSE
 MK0820'WHICH IS ON THE SOUTH SIDE OF AN EAST AND WEST ROAD, 167 FEET
 MK0820'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 38 FEET SOUTH
 MK0820'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 11 FEET SOUTH OF
 MK0820'THE SOUTH RIGHT OF WAY FENCE, 4.5 FEET SOUTHWEST OF A POWER POLE,
 MK0820'4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0820'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  THIS MARK IS 1.2 MILES
 MK0820'SOUTH OF BENCH MARK K 280.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0410 ***********************************************************************
 ML0410  DESIGNATION -  L 281
 ML0410  PID         -  ML0410
 ML0410  STATE/COUNTY-  NE/HOWARD
 ML0410  USGS QUAD   -  FARWELL (1978)
 ML0410
 ML0410                         *CURRENT SURVEY CONTROL
 ML0410  ___________________________________________________________________
 ML0410* NAD 83(1986)-  41 08 52.     (N)    098 43 47.     (W)     SCALED    
 ML0410* NAVD 88     -       625.810  (meters)    2053.18   (feet)  ADJUSTED  
 ML0410  ___________________________________________________________________
 ML0410  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ML0410  DYNAMIC HT  -         625.491 (meters)    2052.13  (feet)  COMP
 ML0410  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 ML0410
 ML0410  VERT ORDER  -  SECOND    CLASS 0
 ML0410
 ML0410.The horizontal coordinates were scaled from a topographic map and have
 ML0410.an estimated accuracy of +/- 6 seconds.
 ML0410
 ML0410.The orthometric height was determined by differential leveling
 ML0410.and adjusted by the National Geodetic Survey in June 1991..
 ML0410
 ML0410.The geoid height was determined by GEOID03.
 ML0410
 ML0410.The dynamic height is computed by dividing the NAVD 88
 ML0410.geopotential number by the normal gravity value computed on the
 ML0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0410.degrees latitude (g = 980.6199 gals.).
 ML0410
 ML0410.The modeled gravity was interpolated from observed gravity values.
 ML0410
 ML0410;                    North         East    Units  Estimated Accuracy
 ML0410;SPC NE       -   146,720.      606,600.      MT  (+/- 180 meters Scaled)
 ML0410
 ML0410                          SUPERSEDED SURVEY CONTROL
 ML0410
 ML0410  NGVD 29 (??/??/92)  625.569  (m)         2052.39   (f) ADJ UNCH    2 0
 ML0410
 ML0410.Superseded values are not recommended for survey control.
 ML0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0410.See file dsdata.txt to determine how the superseded data were derived.
 ML0410
 ML0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL226551(NAD 83)
 ML0410_MARKER: DB = BENCH MARK DISK
 ML0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0410_STAMPING: L 281 1949
 ML0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0410+STABILITY: SURFACE MOTION
 ML0410
 ML0410  HISTORY     - Date     Condition        Report By
 ML0410  HISTORY     - 1949     MONUMENTED       CGS
 ML0410  HISTORY     - 1966     GOOD             NGS
 ML0410
 ML0410                          STATION DESCRIPTION
 ML0410
 ML0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0410'5.6 MI NW FROM BOELUS.
 ML0410'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0410'RAILROAD STATION AT BOELUS, THENCE 4.9 MILES NORTH ALONG A
 ML0410'COUNTY ROAD, AT THE NORTHWEST CORNER OF SECTION 32, T. 14 N.,
 ML0410'R. 12 W., AT A T-JUNCTION OF ROADS, 79 FEET SOUTH OF A POINT
 ML0410'ON THE PROJECTED CENTER LINE OF THE ROAD LEADING WEST, 33
 ML0410'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, ON THE
 ML0410'SIDE OF A HILL SLOPING DOWN AND TO THE NORTH, 1.2 FEET WEST
 ML0410'OF A FENCE, 1.5 FEET NORTH OF A REFERENCE POST, SET IN THE
 ML0410'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0410'0.2 FOOT ABOVE THE GROUND.  NOTE-- A METAL WITNESS POST WAS
 ML0410'SET 1 FOOT SOUTH OF MARK.
 ML0410
 ML0410                          STATION RECOVERY (1966)
 ML0410
 ML0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 ML0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0275 ***********************************************************************
 ML0275  DESIGNATION -  L 283
 ML0275  PID         -  ML0275
 ML0275  STATE/COUNTY-  NE/HOWARD
 ML0275  USGS QUAD   -  ST PAUL SW (1961)
 ML0275
 ML0275                         *CURRENT SURVEY CONTROL
 ML0275  ___________________________________________________________________
 ML0275* NAD 83(1986)-  41 06 18.     (N)    098 25 17.     (W)     SCALED    
 ML0275* NAVD 88     -       581.285  (meters)    1907.10   (feet)  ADJUSTED  
 ML0275  ___________________________________________________________________
 ML0275  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 ML0275  DYNAMIC HT  -         580.982 (meters)    1906.11  (feet)  COMP
 ML0275  MODELED GRAV-     980,084.0   (mgal)                       NAVD 88
 ML0275
 ML0275  VERT ORDER  -  SECOND    CLASS 0
 ML0275
 ML0275.The horizontal coordinates were scaled from a topographic map and have
 ML0275.an estimated accuracy of +/- 6 seconds.
 ML0275
 ML0275.The orthometric height was determined by differential leveling
 ML0275.and adjusted by the National Geodetic Survey in June 1991..
 ML0275
 ML0275.The geoid height was determined by GEOID03.
 ML0275
 ML0275.The dynamic height is computed by dividing the NAVD 88
 ML0275.geopotential number by the normal gravity value computed on the
 ML0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0275.degrees latitude (g = 980.6199 gals.).
 ML0275
 ML0275.The modeled gravity was interpolated from observed gravity values.
 ML0275
 ML0275;                    North         East    Units  Estimated Accuracy
 ML0275;SPC NE       -   142,400.      632,560.      MT  (+/- 180 meters Scaled)
 ML0275
 ML0275                          SUPERSEDED SURVEY CONTROL
 ML0275
 ML0275  NGVD 29 (??/??/92)  581.029  (m)         1906.26   (f) ADJ UNCH    2 0
 ML0275
 ML0275.Superseded values are not recommended for survey control.
 ML0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0275.See file dsdata.txt to determine how the superseded data were derived.
 ML0275
 ML0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL485505(NAD 83)
 ML0275_MARKER: DB = BENCH MARK DISK
 ML0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0275_STAMPING: L 283 1949
 ML0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0275+STABILITY: SURFACE MOTION
 ML0275
 ML0275  HISTORY     - Date     Condition        Report By
 ML0275  HISTORY     - 1949     MONUMENTED       CGS
 ML0275
 ML0275                          STATION DESCRIPTION
 ML0275
 ML0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0275'4.5 MI NW FROM ST LIBORY.
 ML0275'1.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0275'AT ST. LIBORY, THENCE 2.8 MILES WEST ALONG STATE HIGHWAY NO. 58,
 ML0275'AT THE NORTHEAST CORNER OF SECTION 14, T. 13 N., R. 10 W., IN
 ML0275'THE SOUTHWEST QUARTER OF A ROAD CROSSING, ON TOP OF A SMALL RISE,
 ML0275'132 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 93 FEET SOUTH
 ML0275'OF A CORNER FENCE POST, 22 FEET WEST OF THE CENTER LINE OF THE
 ML0275'NORTH-SOUTH ROAD, 0.9 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A
 ML0275'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 ML0275'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0427 ***********************************************************************
 LH0427  DESIGNATION -  L 284
 LH0427  PID         -  LH0427
 LH0427  STATE/COUNTY-  NE/HALL
 LH0427  USGS QUAD   -  SHELTON NE (1993)
 LH0427
 LH0427                         *CURRENT SURVEY CONTROL
 LH0427  ___________________________________________________________________
 LH0427* NAD 83(1986)-  40 59 07.     (N)    098 31 49.     (W)     SCALED    
 LH0427* NAVD 88     -       582.135  (meters)    1909.89   (feet)  ADJUSTED  
 LH0427  ___________________________________________________________________
 LH0427  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 LH0427  DYNAMIC HT  -         581.835 (meters)    1908.90  (feet)  COMP
 LH0427  MODELED GRAV-     980,089.7   (mgal)                       NAVD 88
 LH0427
 LH0427  VERT ORDER  -  SECOND    CLASS 0
 LH0427
 LH0427.The horizontal coordinates were scaled from a topographic map and have
 LH0427.an estimated accuracy of +/- 6 seconds.
 LH0427
 LH0427.The orthometric height was determined by differential leveling
 LH0427.and adjusted by the National Geodetic Survey in June 1991..
 LH0427
 LH0427.The geoid height was determined by GEOID03.
 LH0427
 LH0427.The dynamic height is computed by dividing the NAVD 88
 LH0427.geopotential number by the normal gravity value computed on the
 LH0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0427.degrees latitude (g = 980.6199 gals.).
 LH0427
 LH0427.The modeled gravity was interpolated from observed gravity values.
 LH0427
 LH0427;                    North         East    Units  Estimated Accuracy
 LH0427;SPC NE       -   128,950.      623,640.      MT  (+/- 180 meters Scaled)
 LH0427
 LH0427                          SUPERSEDED SURVEY CONTROL
 LH0427
 LH0427  NGVD 29 (??/??/92)  581.896  (m)         1909.10   (f) ADJ UNCH    2 0
 LH0427
 LH0427.Superseded values are not recommended for survey control.
 LH0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0427.See file dsdata.txt to determine how the superseded data were derived.
 LH0427
 LH0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL395372(NAD 83)
 LH0427_MARKER: DB = BENCH MARK DISK
 LH0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0427_STAMPING: L 284 1949
 LH0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0427+STABILITY: SURFACE MOTION
 LH0427
 LH0427  HISTORY     - Date     Condition        Report By
 LH0427  HISTORY     - 1949     MONUMENTED       CGS
 LH0427
 LH0427                          STATION DESCRIPTION
 LH0427
 LH0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0427'4.2 MI E FROM CAIRO.
 LH0427'4.2 MILES EAST ALONG STATE HIGHWAY NO. 2 FROM THE JUNCTION OF
 LH0427'STATE HIGHWAY NO. 2 WITH STATE HIGHWAY NO. 60 AT CAIRO, AT A
 LH0427'CROSSING, 105 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LH0427'49 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 40 FEET
 LH0427'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 5.5 FEET NORTHEAST
 LH0427'OF A POWER LINE POLE, 5 FEET EAST OF A CORNER FENCE POST, 1.2
 LH0427'FEET SOUTH OF A FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET
 LH0427'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0427'0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED
 LH0427'1.2 MILE NORTHWEST OF BENCH MARK K 284.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0444 ***********************************************************************
 ML0444  DESIGNATION -  L 285
 ML0444  PID         -  ML0444
 ML0444  STATE/COUNTY-  NE/HALL
 ML0444  USGS QUAD   -  BOELUS (1978)
 ML0444
 ML0444                         *CURRENT SURVEY CONTROL
 ML0444  ___________________________________________________________________
 ML0444* NAD 83(1986)-  41 00 14.     (N)    098 39 52.     (W)     SCALED    
 ML0444* NAVD 88     -       606.686  (meters)    1990.44   (feet)  ADJUSTED  
 ML0444  ___________________________________________________________________
 ML0444  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 ML0444  DYNAMIC HT  -         606.371 (meters)    1989.40  (feet)  COMP
 ML0444  MODELED GRAV-     980,084.9   (mgal)                       NAVD 88
 ML0444
 ML0444  VERT ORDER  -  SECOND    CLASS 0
 ML0444
 ML0444.The horizontal coordinates were scaled from a topographic map and have
 ML0444.an estimated accuracy of +/- 6 seconds.
 ML0444
 ML0444.The orthometric height was determined by differential leveling
 ML0444.and adjusted by the National Geodetic Survey in June 1991..
 ML0444
 ML0444.The geoid height was determined by GEOID03.
 ML0444
 ML0444.The dynamic height is computed by dividing the NAVD 88
 ML0444.geopotential number by the normal gravity value computed on the
 ML0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0444.degrees latitude (g = 980.6199 gals.).
 ML0444
 ML0444.The modeled gravity was interpolated from observed gravity values.
 ML0444
 ML0444;                    North         East    Units  Estimated Accuracy
 ML0444;SPC NE       -   130,830.      612,320.      MT  (+/- 180 meters Scaled)
 ML0444
 ML0444                          SUPERSEDED SURVEY CONTROL
 ML0444
 ML0444  NGVD 29 (??/??/92)  606.445  (m)         1989.64   (f) ADJ UNCH    2 0
 ML0444
 ML0444.Superseded values are not recommended for survey control.
 ML0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0444.See file dsdata.txt to determine how the superseded data were derived.
 ML0444
 ML0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL282392(NAD 83)
 ML0444_MARKER: DB = BENCH MARK DISK
 ML0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0444_STAMPING: L 285 1949
 ML0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0444+STABILITY: SURFACE MOTION
 ML0444
 ML0444  HISTORY     - Date     Condition        Report By
 ML0444  HISTORY     - 1949     MONUMENTED       CGS
 ML0444
 ML0444                          STATION DESCRIPTION
 ML0444
 ML0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0444'3 MI W FROM CAIRO.
 ML0444'3.0 MILES WEST ALONG STATE HIGHWAY NO. 2 FROM THE JUNCTION OF
 ML0444'STATE HIGHWAY NO. 2 WITH STATE HIGHWAY NO. 60 AT CAIRO, AT THE
 ML0444'SOUTHWEST CORNER OF SECTION 15, T. 12 N., R. 12 W., IN THE
 ML0444'NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 152 FEET NORTH OF
 ML0444'THE CENTER LINE OF THE HIGHWAY, 104 FEET NORTH OF A CORNER FENCE
 ML0444'POST, 37 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 ML0444'1.2 FEET WEST OF A FENCE, 1.3 FEET SOUTH OF A REFERENCE POST,
 ML0444'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 ML0444'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1426 ***********************************************************************
 LH1426  DESIGNATION -  L 286 RESET
 LH1426  PID         -  LH1426
 LH1426  STATE/COUNTY-  NE/HALL
 LH1426  USGS QUAD   -  ALDA (1993)
 LH1426
 LH1426                         *CURRENT SURVEY CONTROL
 LH1426  ___________________________________________________________________
 LH1426* NAD 83(1986)-  40 46 13.     (N)    098 29 37.     (W)     SCALED    
 LH1426* NAVD 88     -       589.08   (meters)    1932.7    (feet)  RESET     
 LH1426  ___________________________________________________________________
 LH1426  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 LH1426
 LH1426  VERT ORDER  -  THIRD
 LH1426
 LH1426.The horizontal coordinates were scaled from a topographic map and have
 LH1426.an estimated accuracy of +/- 6 seconds.
 LH1426
 LH1426.The orthometric height was computed from unverified reset data.
 LH1426.No vertical observational check was made to the station.
 LH1426
 LH1426.The geoid height was determined by GEOID03.
 LH1426
 LH1426;                    North         East    Units  Estimated Accuracy
 LH1426;SPC NE       -   105,140.      627,140.      MT  (+/- 180 meters Scaled)
 LH1426
 LH1426                          SUPERSEDED SURVEY CONTROL
 LH1426
 LH1426  NGVD 29 (08/02/06)  588.84   (m)         1931.9    (f) RESET       3  
 LH1426
 LH1426.Superseded values are not recommended for survey control.
 LH1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1426.See file dsdata.txt to determine how the superseded data were derived.
 LH1426
 LH1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL427133(NAD 83)
 LH1426_MARKER: DB = BENCH MARK DISK
 LH1426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH1426_SP_SET: BRIDGE WING
 LH1426_STAMPING: L 286 RESET 1987
 LH1426_MARK LOGO: NGS   
 LH1426_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1426+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LH1426
 LH1426  HISTORY     - Date     Condition        Report By
 LH1426  HISTORY     - 1987     MONUMENTED       NEDR
 LH1426
 LH1426                          STATION DESCRIPTION
 LH1426
 LH1426'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1987
 LH1426'0.8 KM (0.50 MI) SOUTHWEST ON U.S. HIGHWAY 30, FROM THE OLD RAILROAD
 LH1426'DEPOT IN ALDA, TO A PAVED ROAD ON THE LEFT, THEN LEFT AND SOUTH ALONG
 LH1426'THE PAVED ROAD FOR 5.63 KM (3.50 MI) TO A CURVE WEST, CONTINUE WEST
 LH1426'ALONG THE PAVED ROAD FOR 1.61 KM (1.00 MI) TO A CURVE LEFT AND SOUTH,
 LH1426'CONTINUE SOUTH ALONG THE PAVED ROAD FOR 1.85 KM (1.15 MI) TO THE
 LH1426'JUNCTION WITH INTERSTATE HIGHWAY 80, CONTINUE SOUTH ALONG THE PAVED
 LH1426'ROAD FOR 3.14 KM (1.95 MI)  TO THE MARK ON THE LEFT, SET INTO THE
 LH1426'SOUTHEAST WING OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0489 ***********************************************************************
 LH0489  DESIGNATION -  L 287
 LH0489  PID         -  LH0489
 LH0489  STATE/COUNTY-  NE/HALL
 LH0489  USGS QUAD   -  WOOD RIVER (1993)
 LH0489
 LH0489                         *CURRENT SURVEY CONTROL
 LH0489  ___________________________________________________________________
 LH0489* NAD 83(1986)-  40 48 51.     (N)    098 35 15.     (W)     SCALED    
 LH0489* NAVD 88     -       598.137  (meters)    1962.39   (feet)  ADJUSTED  
 LH0489  ___________________________________________________________________
 LH0489  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 LH0489  DYNAMIC HT  -         597.813 (meters)    1961.32  (feet)  COMP
 LH0489  MODELED GRAV-     980,062.2   (mgal)                       NAVD 88
 LH0489
 LH0489  VERT ORDER  -  SECOND    CLASS 0
 LH0489
 LH0489.The horizontal coordinates were scaled from a topographic map and have
 LH0489.an estimated accuracy of +/- 6 seconds.
 LH0489
 LH0489.The orthometric height was determined by differential leveling
 LH0489.and adjusted by the National Geodetic Survey in June 1991..
 LH0489
 LH0489.The geoid height was determined by GEOID03.
 LH0489
 LH0489.The dynamic height is computed by dividing the NAVD 88
 LH0489.geopotential number by the normal gravity value computed on the
 LH0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0489.degrees latitude (g = 980.6199 gals.).
 LH0489
 LH0489.The modeled gravity was interpolated from observed gravity values.
 LH0489
 LH0489;                    North         East    Units  Estimated Accuracy
 LH0489;SPC NE       -   109,870.      619,140.      MT  (+/- 180 meters Scaled)
 LH0489
 LH0489                          SUPERSEDED SURVEY CONTROL
 LH0489
 LH0489  NGVD 29 (??/??/92)  597.885  (m)         1961.56   (f) ADJ UNCH    2 0
 LH0489
 LH0489.Superseded values are not recommended for survey control.
 LH0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0489.See file dsdata.txt to determine how the superseded data were derived.
 LH0489
 LH0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL347182(NAD 83)
 LH0489_MARKER: DB = BENCH MARK DISK
 LH0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0489_STAMPING: L 289 1949
 LH0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0489+STABILITY: SURFACE MOTION
 LH0489
 LH0489  HISTORY     - Date     Condition        Report By
 LH0489  HISTORY     - 1949     MONUMENTED       CGS
 LH0489
 LH0489                          STATION DESCRIPTION
 LH0489
 LH0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0489'1.4 MI S FROM WOOD RIVER.
 LH0489'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0489'STATION AT WOOD RIVER, THENCE 0.65 MILE SOUTH ALONG A GRAVELED
 LH0489'ROAD, AT THE FARM HOME OF JOHN HAYS, 212 FEET SOUTH OF THE
 LH0489'CENTER LINE OF AN EAST-WEST ROAD, 174 FEET EAST OF THE CENTER
 LH0489'LINE OF A NORTH-SOUTH ROAD, 80.0 FEET SOUTHEAST OF THE SOUTHEAST
 LH0489'CORNER OF THE HOUSE, 36 FEET SOUTH OF THE CENTER LINE OF THE
 LH0489'PRIVATE DRIVEWAY LEADING WEST, 4.4 FEET NORTHWEST OF THE
 LH0489'SOUTHWEST LEG OF THE WINDMILL, AND SET IN THE TOP OF A 10-FOOT
 LH0489'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND
 LH0489'WELDED ON THE END OF AN 8-FOOT SECTION OF REINFORCING STEEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0502 ***********************************************************************
 LH0502  DESIGNATION -  L 288
 LH0502  PID         -  LH0502
 LH0502  STATE/COUNTY-  NE/ADAMS
 LH0502  USGS QUAD   -  KENESAW (1969)
 LH0502
 LH0502                         *CURRENT SURVEY CONTROL
 LH0502  ___________________________________________________________________
 LH0502* NAD 83(1986)-  40 34 53.     (N)    098 43 24.     (W)     SCALED    
 LH0502* NAVD 88     -       626.810  (meters)    2056.46   (feet)  ADJUSTED  
 LH0502  ___________________________________________________________________
 LH0502  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 LH0502  DYNAMIC HT  -         626.453 (meters)    2055.29  (feet)  COMP
 LH0502  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 LH0502
 LH0502  VERT ORDER  -  SECOND    CLASS 0
 LH0502
 LH0502.The horizontal coordinates were scaled from a topographic map and have
 LH0502.an estimated accuracy of +/- 6 seconds.
 LH0502
 LH0502.The orthometric height was determined by differential leveling
 LH0502.and adjusted by the National Geodetic Survey in June 1991..
 LH0502
 LH0502.The geoid height was determined by GEOID03.
 LH0502
 LH0502.The dynamic height is computed by dividing the NAVD 88
 LH0502.geopotential number by the normal gravity value computed on the
 LH0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0502.degrees latitude (g = 980.6199 gals.).
 LH0502
 LH0502.The modeled gravity was interpolated from observed gravity values.
 LH0502
 LH0502;                    North         East    Units  Estimated Accuracy
 LH0502;SPC NE       -    83,850.      608,060.      MT  (+/- 180 meters Scaled)
 LH0502
 LH0502                          SUPERSEDED SURVEY CONTROL
 LH0502
 LH0502  NGVD 29 (??/??/92)  626.561  (m)         2055.64   (f) ADJ UNCH    2 0
 LH0502
 LH0502.Superseded values are not recommended for survey control.
 LH0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0502.See file dsdata.txt to determine how the superseded data were derived.
 LH0502
 LH0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK234923(NAD 83)
 LH0502_MARKER: DB = BENCH MARK DISK
 LH0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0502_STAMPING: L 288 1949
 LH0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0502+STABILITY: SURFACE MOTION
 LH0502
 LH0502  HISTORY     - Date     Condition        Report By
 LH0502  HISTORY     - 1949     MONUMENTED       CGS
 LH0502
 LH0502                          STATION DESCRIPTION
 LH0502
 LH0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0502'8.1 MI S FROM DENMAN.
 LH0502'5.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0502'AT DENMAN, THENCE 3.0 MILES SOUTH ALONG A GRADED DIRT ROAD, 70
 LH0502'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 35 FEET
 LH0502'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 8.6 FEET NORTHWEST
 LH0502'OF A 12-INCH HEDGE TREE, 1.6 FEET WEST OF A REFERENCE POST, AND
 LH0502'SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT
 LH0502'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0472 ***********************************************************************
 LH0472  DESIGNATION -  L 289
 LH0472  PID         -  LH0472
 LH0472  STATE/COUNTY-  NE/BUFFALO
 LH0472  USGS QUAD   -  NEWARK (1993)
 LH0472
 LH0472                         *CURRENT SURVEY CONTROL
 LH0472  ___________________________________________________________________
 LH0472* NAD 83(1986)-  40 39 54.     (N)    098 59 16.     (W)     SCALED    
 LH0472* NAVD 88     -       642.612  (meters)    2108.30   (feet)  ADJUSTED  
 LH0472  ___________________________________________________________________
 LH0472  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH0472  DYNAMIC HT  -         642.245 (meters)    2107.10  (feet)  COMP
 LH0472  MODELED GRAV-     980,031.9   (mgal)                       NAVD 88
 LH0472
 LH0472  VERT ORDER  -  SECOND    CLASS 0
 LH0472
 LH0472.The horizontal coordinates were scaled from a topographic map and have
 LH0472.an estimated accuracy of +/- 6 seconds.
 LH0472
 LH0472.The orthometric height was determined by differential leveling
 LH0472.and adjusted by the National Geodetic Survey in June 1991..
 LH0472
 LH0472.The geoid height was determined by GEOID03.
 LH0472
 LH0472.The dynamic height is computed by dividing the NAVD 88
 LH0472.geopotential number by the normal gravity value computed on the
 LH0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0472.degrees latitude (g = 980.6199 gals.).
 LH0472
 LH0472.The modeled gravity was interpolated from observed gravity values.
 LH0472
 LH0472;                    North         East    Units  Estimated Accuracy
 LH0472;SPC NE       -    92,840.      585,570.      MT  (+/- 180 meters Scaled)
 LH0472
 LH0472                          SUPERSEDED SURVEY CONTROL
 LH0472
 LH0472  NGVD 29 (??/??/92)  642.351  (m)         2107.45   (f) ADJ UNCH    2 0
 LH0472
 LH0472.Superseded values are not recommended for survey control.
 LH0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0472.See file dsdata.txt to determine how the superseded data were derived.
 LH0472
 LH0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL010015(NAD 83)
 LH0472_MARKER: DB = BENCH MARK DISK
 LH0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0472_STAMPING: L 289 1949
 LH0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0472+STABILITY: SURFACE MOTION
 LH0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0472+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 LH0472
 LH0472  HISTORY     - Date     Condition        Report By
 LH0472  HISTORY     - 1949     MONUMENTED       CGS
 LH0472  HISTORY     - 20060512 GOOD             NEDR
 LH0472
 LH0472                          STATION DESCRIPTION
 LH0472
 LH0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0472'13.2 MI NE FROM KEARNEY.
 LH0472'7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE MONUMENT AT
 LH0472'THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 10 AT KEARNEY,
 LH0472'THENCE 3.55 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.1 MILES
 LH0472'SOUTHWEST ALONG A GRAVELED ROAD, AT A RAILROAD CROSSING, 100.0
 LH0472'FEET EAST OF THE EAST RAIL OF THE CHICAGO, BURLINGTON AND QUINCY
 LH0472'RAILROAD, 79 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 LH0472'46 FEET SOUTHWEST OF THE CENTER OF A WIRE GATE, 44.0 FEET SOUTH
 LH0472'OF A FENCE CORNER POST, 43.0 FEET SOUTH OF A POWER TRANSMISSION
 LH0472'LINE POLE, 2.0 FEET EAST OF A FENCE, 2.0 FEET SOUTH OF A
 LH0472'REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 LH0472'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0472
 LH0472                          STATION RECOVERY (2006)
 LH0472
 LH0472'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0135 ***********************************************************************
 LG0135  DESIGNATION -  L 290
 LG0135  PID         -  LG0135
 LG0135  STATE/COUNTY-  NE/CASS
 LG0135  USGS QUAD   -  AVOCA (1966)
 LG0135
 LG0135                         *CURRENT SURVEY CONTROL
 LG0135  ___________________________________________________________________
 LG0135* NAD 83(1986)-  40 52 15.     (N)    096 06 42.     (W)     SCALED    
 LG0135* NAVD 88     -       361.061  (meters)    1184.58   (feet)  ADJUSTED  
 LG0135  ___________________________________________________________________
 LG0135  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 LG0135  DYNAMIC HT  -         360.907 (meters)    1184.08  (feet)  COMP
 LG0135  MODELED GRAV-     980,188.3   (mgal)                       NAVD 88
 LG0135
 LG0135  VERT ORDER  -  SECOND    CLASS 0
 LG0135
 LG0135.The horizontal coordinates were scaled from a topographic map and have
 LG0135.an estimated accuracy of +/- 6 seconds.
 LG0135
 LG0135.The orthometric height was determined by differential leveling
 LG0135.and adjusted by the National Geodetic Survey in June 1991..
 LG0135
 LG0135.The geoid height was determined by GEOID03.
 LG0135
 LG0135.The dynamic height is computed by dividing the NAVD 88
 LG0135.geopotential number by the normal gravity value computed on the
 LG0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0135.degrees latitude (g = 980.6199 gals.).
 LG0135
 LG0135.The modeled gravity was interpolated from observed gravity values.
 LG0135
 LG0135;                    North         East    Units  Estimated Accuracy
 LG0135;SPC NE       -   122,560.      827,580.      MT  (+/- 180 meters Scaled)
 LG0135
 LG0135                          SUPERSEDED SURVEY CONTROL
 LG0135
 LG0135  NGVD 29 (??/??/92)  360.969  (m)         1184.28   (f) ADJ UNCH    2 0
 LG0135
 LG0135.Superseded values are not recommended for survey control.
 LG0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0135.See file dsdata.txt to determine how the superseded data were derived.
 LG0135
 LG0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL434284(NAD 83)
 LG0135_MARKER: DB = BENCH MARK DISK
 LG0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0135_STAMPING: L 290 1950
 LG0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0135+STABILITY: SURFACE MOTION
 LG0135
 LG0135  HISTORY     - Date     Condition        Report By
 LG0135  HISTORY     - 1950     MONUMENTED       CGS
 LG0135
 LG0135                          STATION DESCRIPTION
 LG0135
 LG0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0135'1.8 MI E FROM WEEPING WATER.
 LG0135'0.75 MILE EAST ALONG A PAVED STREET FROM THE NEBRASKA STATE
 LG0135'BANK AT WEEPING WATER, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LG0135'ROAD, AT BROWNS AIRPORT, 78 FEET SOUTH OF THE CENTER LINE OF THE
 LG0135'ROAD, 19 FEET SOUTHWEST OF THE CENTER LINE OF A CIRCULAR DRIVE,
 LG0135'23 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STORAGE BUILDING,
 LG0135'2.7 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE HANGAR, SET IN
 LG0135'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 LG0135'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0595 ***********************************************************************
 LH0595  DESIGNATION -  L 292
 LH0595  PID         -  LH0595
 LH0595  STATE/COUNTY-  NE/KEARNEY
 LH0595  USGS QUAD   -  KEARNEY (1983)
 LH0595
 LH0595                         *CURRENT SURVEY CONTROL
 LH0595  ___________________________________________________________________
 LH0595* NAD 83(1986)-  40 38 45.     (N)    099 05 06.     (W)     SCALED    
 LH0595* NAVD 88     -       654.220  (meters)    2146.39   (feet)  ADJUSTED  
 LH0595  ___________________________________________________________________
 LH0595  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 LH0595  DYNAMIC HT  -         653.844 (meters)    2145.15  (feet)  COMP
 LH0595  MODELED GRAV-     980,028.7   (mgal)                       NAVD 88
 LH0595
 LH0595  VERT ORDER  -  SECOND    CLASS 0
 LH0595
 LH0595.The horizontal coordinates were scaled from a topographic map and have
 LH0595.an estimated accuracy of +/- 6 seconds.
 LH0595
 LH0595.The orthometric height was determined by differential leveling
 LH0595.and adjusted by the National Geodetic Survey in June 1991..
 LH0595
 LH0595.The geoid height was determined by GEOID03.
 LH0595
 LH0595.The dynamic height is computed by dividing the NAVD 88
 LH0595.geopotential number by the normal gravity value computed on the
 LH0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0595.degrees latitude (g = 980.6199 gals.).
 LH0595
 LH0595.The modeled gravity was interpolated from observed gravity values.
 LH0595
 LH0595;                    North         East    Units  Estimated Accuracy
 LH0595;SPC NE       -    90,620.      577,380.      MT  (+/- 180 meters Scaled)
 LH0595
 LH0595                          SUPERSEDED SURVEY CONTROL
 LH0595
 LH0595  NGVD 29 (??/??/92)  653.958  (m)         2145.53   (f) ADJ UNCH    2 0
 LH0595
 LH0595.Superseded values are not recommended for survey control.
 LH0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0595.See file dsdata.txt to determine how the superseded data were derived.
 LH0595
 LH0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK928994(NAD 83)
 LH0595_MARKER: DB = BENCH MARK DISK
 LH0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0595_STAMPING: L 292 1949
 LH0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0595+STABILITY: SURFACE MOTION
 LH0595
 LH0595  HISTORY     - Date     Condition        Report By
 LH0595  HISTORY     - 1949     MONUMENTED       CGS
 LH0595  HISTORY     - 1962     GOOD             NGS
 LH0595
 LH0595                          STATION DESCRIPTION
 LH0595
 LH0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0595'4.3 MI S FROM KEARNEY.
 LH0595'4.3 MILES SOUTH ALONG STATE HIGHWAY NO. 10 FROM THE POST OFFICE
 LH0595'AT KEARNEY, AT THE KEARNEY AERO SERVICE AIRPORT, 184 FEET WEST OF
 LH0595'THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH OF THE SOUTHEAST
 LH0595'CORNER OF THE MAIN OFFICE, 15.5 FEET NORTH OF THE NORTHEAST
 LH0595'CORNER OF THE FIRST HANGAR SOUTH OF THE OFFICE, 1.6 FEET WEST OF A
 LH0595'POWER LINE POLE, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0595'OF 5 FEET AND LEVEL WITH THE GROUND.  A STANDARD DISK STAMPED
 LH0595'L 292 1949.
 LH0595
 LH0595                          STATION RECOVERY (1962)
 LH0595
 LH0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 LH0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0671 ***********************************************************************
 LH0671  DESIGNATION -  L 293
 LH0671  PID         -  LH0671
 LH0671  STATE/COUNTY-  NE/BUFFALO
 LH0671  USGS QUAD   -  MILLER NE (1962)
 LH0671
 LH0671                         *CURRENT SURVEY CONTROL
 LH0671  ___________________________________________________________________
 LH0671* NAD 83(1986)-  40 57 36.     (N)    099 16 27.     (W)     SCALED    
 LH0671* NAVD 88     -       706.419  (meters)    2317.64   (feet)  ADJUSTED  
 LH0671  ___________________________________________________________________
 LH0671  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 LH0671  DYNAMIC HT  -         706.028 (meters)    2316.36  (feet)  COMP
 LH0671  MODELED GRAV-     980,047.4   (mgal)                       NAVD 88
 LH0671
 LH0671  VERT ORDER  -  SECOND    CLASS 0
 LH0671
 LH0671.The horizontal coordinates were scaled from a topographic map and have
 LH0671.an estimated accuracy of +/- 6 seconds.
 LH0671
 LH0671.The orthometric height was determined by differential leveling
 LH0671.and adjusted by the National Geodetic Survey in June 1991..
 LH0671
 LH0671.The geoid height was determined by GEOID03.
 LH0671
 LH0671.The dynamic height is computed by dividing the NAVD 88
 LH0671.geopotential number by the normal gravity value computed on the
 LH0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0671.degrees latitude (g = 980.6199 gals.).
 LH0671
 LH0671.The modeled gravity was interpolated from observed gravity values.
 LH0671
 LH0671;                    North         East    Units  Estimated Accuracy
 LH0671;SPC NE       -   125,350.      561,090.      MT  (+/- 180 meters Scaled)
 LH0671
 LH0671                          SUPERSEDED SURVEY CONTROL
 LH0671
 LH0671  NGVD 29 (??/??/92)  706.168  (m)         2316.82   (f) ADJ UNCH    2 0
 LH0671
 LH0671.Superseded values are not recommended for survey control.
 LH0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0671.See file dsdata.txt to determine how the superseded data were derived.
 LH0671
 LH0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML769343(NAD 83)
 LH0671_MARKER: DB = BENCH MARK DISK
 LH0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0671_STAMPING: L 293 1949
 LH0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0671+STABILITY: SURFACE MOTION
 LH0671
 LH0671  HISTORY     - Date     Condition        Report By
 LH0671  HISTORY     - 1949     MONUMENTED       CGS
 LH0671
 LH0671                          STATION DESCRIPTION
 LH0671
 LH0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0671'9.9 MI N FROM AMHERST.
 LH0671'8.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0671'AMHERST, THENCE 1.0 MILE WEST ALONG A COUNTY ROAD, AT THE
 LH0671'SOUTHWEST CORNER OF SECTION 33, T. 12 N., R. 17 W., IN THE
 LH0671'NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 35 FEET EAST OF
 LH0671'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 34 FEET NORTH OF THE
 LH0671'CENTER LINE OF THE EAST-WEST ROAD, 12 FEET WEST OF THE CENTER
 LH0671'OF A WELL PUMP, 1.4 FEET SOUTHEAST OF A CORNER FENCE POST, 1
 LH0671'FOOT SOUTH OF A FENCE, 1.3 FEET WEST OF A REFERENCE POST, SET
 LH0671'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0671'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0650 ***********************************************************************
 LH0650  DESIGNATION -  L 294
 LH0650  PID         -  LH0650
 LH0650  STATE/COUNTY-  NE/BUFFALO
 LH0650  USGS QUAD   -  RIVERDALE (1962)
 LH0650
 LH0650                         *CURRENT SURVEY CONTROL
 LH0650  ___________________________________________________________________
 LH0650* NAD 83(1995)-  40 52 19.38797(N)    099 08 28.84127(W)     ADJUSTED  
 LH0650* NAVD 88     -       703.454  (meters)    2307.92   (feet)  ADJUSTED  
 LH0650  ___________________________________________________________________
 LH0650  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 LH0650  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 LH0650  DYNAMIC HT  -         703.066 (meters)    2306.64  (feet)  COMP
 LH0650  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 LH0650
 LH0650  HORZ ORDER  -  SECOND
 LH0650  VERT ORDER  -  SECOND    CLASS 0
 LH0650
 LH0650.The horizontal coordinates were established by classical geodetic methods
 LH0650.and adjusted by the National Geodetic Survey in August 1997..
 LH0650
 LH0650.The orthometric height was determined by differential leveling
 LH0650.and adjusted by the National Geodetic Survey in June 1991..
 LH0650
 LH0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0650
 LH0650.The geoid height was determined by GEOID03.
 LH0650
 LH0650.The dynamic height is computed by dividing the NAVD 88
 LH0650.geopotential number by the normal gravity value computed on the
 LH0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0650.degrees latitude (g = 980.6199 gals.).
 LH0650
 LH0650.The modeled gravity was interpolated from observed gravity values.
 LH0650
 LH0650;                    North         East     Units Scale Factor Converg.
 LH0650;SPC NE       -   115,685.450   572,361.131   MT  0.99971933   +0 34 08.5
 LH0650;UTM  14      - 4,524,563.415   488,089.727   MT  0.99960175   -0 05 33.0
 LH0650
 LH0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0650!SPC NE       -   0.99989345  x   0.99971933  =   0.99961281
 LH0650!UTM  14      -   0.99989345  x   0.99960175  =   0.99949524
 LH0650
 LH0650                          SUPERSEDED SURVEY CONTROL
 LH0650
 LH0650  NAD 83(1986)-  40 52 19.39536(N)    099 08 28.84329(W) AD(       ) 2
 LH0650  NAD 27      -  40 52 19.35600(N)    099 08 27.51700(W) AD(       ) 2
 LH0650  NGVD 29 (??/??/92)  703.208  (m)         2307.11   (f) ADJ UNCH    2 0
 LH0650
 LH0650.Superseded values are not recommended for survey control.
 LH0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0650.See file dsdata.txt to determine how the superseded data were derived.
 LH0650
 LH0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8809024563(NAD 83)
 LH0650_MARKER: DB = BENCH MARK DISK
 LH0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0650_STAMPING: L 294 1949
 LH0650_MARK LOGO: CGS   
 LH0650_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0650+STABILITY: SURFACE MOTION
 LH0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0650+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997
 LH0650
 LH0650  HISTORY     - Date     Condition        Report By
 LH0650  HISTORY     - 1949     MONUMENTED       CGS
 LH0650  HISTORY     - 1950     GOOD             CGS
 LH0650  HISTORY     - 19970715 GOOD             NGS
 LH0650
 LH0650                          STATION DESCRIPTION
 LH0650
 LH0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0650'8.9 MI NE FROM AMHERST.
 LH0650'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0650'AMHERST, THENCE 6.0 MILES EAST ALONG A COUNTY ROAD, AT THE
 LH0650'NORTHWEST CORNER OF SECTION 4, T. 10 N., R. 16 W., AT A
 LH0650'T-JUNCTION OF ROADS, 76 FEET SOUTH OF THE CENTER LINE OF THE
 LH0650'EAST-WEST ROAD, 33 FEET SOUTH OF THE CENTER LINE OF A GATE IN A
 LH0650'NORTH-SOUTH FENCE, 12 FEET EAST OF THE CENTER LINE OF A SIDE
 LH0650'ROAD LEADING SOUTH, 1.2 FEET WEST OF A FENCE, 1.5 FEET NORTH
 LH0650'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0650'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 LH0650'BENCH MARK IS LOCATED 1.0 MILE WEST OF BENCH MARK M 294.
 LH0650
 LH0650                          STATION RECOVERY (1950)
 LH0650
 LH0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH0650'THE STATION IS LOCATED ABOUT 12 MILES NORTH AND 3 MILES WEST OF
 LH0650'KEARNEY.  IT IS A STANDARD USC AND GS BENCH MARK DISK SET IN A
 LH0650'ROUND CONCRETE POST.  IT IS 75 FEET SOUTH OF THE CENTERLINE OF A
 LH0650'GRAVEL ROAD, 42 FEET SOUTH OF A CORNER POST, 12 FEET EAST OF THE
 LH0650'CENTERLINE OF A TRACK ROAD.  THE MARK PROJECTS ABOUT 2 INCHES
 LH0650'AND THE DISK IS STAMPED L-294 1949.
 LH0650'
 LH0650'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION RUSCO
 LH0650'1950 TO BENCH MARK L-294 1949 AND THE DISTANCE IS 48.613 METERS
 LH0650'OR 159.49 FEET.
 LH0650'
 LH0650'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 LH0650'STATE ROUTE 10 AT THE MONUMENT IN KEARNEY, GO NORTH WEST AND
 LH0650'NORTH ON STATE ROUTE 10 FOR 11.8 MILES TO A CROSSROADS.  TURN
 LH0650'LEFT (WEST) AND GO 2.9 MILES TO A SIDE ROAD, AND STATION IN
 LH0650'SOUTHEAST ANGLE AS DESCRIBED.
 LH0650
 LH0650                          STATION RECOVERY (1997)
 LH0650
 LH0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 LH0650'RECOVERED IN GOOD CONDITION ABOUT 19.9 KM (12.35 MI) NORTH-NORTHWEST
 LH0650'OF KEARNEY, 4.8 KM (3.00 MI) WEST OF STATE HIGHWAY 10 AND IN THE NW
 LH0650'CORNER OF SEC4, T10N, R16W.  TO REACH THE MARK FROM THE JUNCTION OF
 LH0650'STATE HIGHWAYS 10 AND 40, WHICH IS ABOUT 5.63 KM (3.50 MI) NORTH OF
 LH0650'KEARNEY, GO NORTH ON HIGHWAY 10 FOR 13.68 KM (8.50 MI) TO A GRAVELED
 LH0650'CROSSROAD, POLE LINE ROAD.  TURN LEFT AND GO WEST ON POLE LINE ROAD
 LH0650'FOR 4.68 KM (2.90 MI) TO THE MARK ON THE LEFT AND STATION RUSCO ON THE
 LH0650'RIGHT.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH0650'FLUSH WITH THE GROUND SURFACE.  IT IS 48.61 M (159.48 FT) SOUTH FROM
 LH0650'STATION RUSCO, 22.4 M (73.5 FT) SOUTH FROM THE CENTERLINE OF POLE LINE
 LH0650'ROAD, 17.69 M (58.04 FT) SOUTHWEST FROM THE CENTER OF THE TOP OF A GAS
 LH0650'METER, 3.22 M (10.56 FT) NORTH FROM A GAS VALVE, 5.75 M (18.86 FT)
 LH0650'EAST FROM A NORTH-SOUTH FENCE, 0.52 M (1.71 FT) NORTH OF A WOODEN
 LH0650'WITNESS POST AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.  A
 LH0650'LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0565 ***********************************************************************
 LH0565  DESIGNATION -  L 295
 LH0565  PID         -  LH0565
 LH0565  STATE/COUNTY-  NE/BUFFALO
 LH0565  USGS QUAD   -  AMHERST (1983)
 LH0565
 LH0565                         *CURRENT SURVEY CONTROL
 LH0565  ___________________________________________________________________
 LH0565* NAD 83(1986)-  40 48 58.     (N)    099 21 01.     (W)     SCALED    
 LH0565* NAVD 88     -       713.922  (meters)    2342.26   (feet)  ADJUSTED  
 LH0565  ___________________________________________________________________
 LH0565  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 LH0565  DYNAMIC HT  -         713.511 (meters)    2340.91  (feet)  COMP
 LH0565  MODELED GRAV-     980,025.3   (mgal)                       NAVD 88
 LH0565
 LH0565  VERT ORDER  -  SECOND    CLASS 0
 LH0565
 LH0565.The horizontal coordinates were scaled from a topographic map and have
 LH0565.an estimated accuracy of +/- 6 seconds.
 LH0565
 LH0565.The orthometric height was determined by differential leveling
 LH0565.and adjusted by the National Geodetic Survey in June 1991..
 LH0565
 LH0565.The geoid height was determined by GEOID03.
 LH0565
 LH0565.The dynamic height is computed by dividing the NAVD 88
 LH0565.geopotential number by the normal gravity value computed on the
 LH0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0565.degrees latitude (g = 980.6199 gals.).
 LH0565
 LH0565.The modeled gravity was interpolated from observed gravity values.
 LH0565
 LH0565;                    North         East    Units  Estimated Accuracy
 LH0565;SPC NE       -   109,320.      554,800.      MT  (+/- 180 meters Scaled)
 LH0565
 LH0565                          SUPERSEDED SURVEY CONTROL
 LH0565
 LH0565  NGVD 29 (??/??/92)  713.660  (m)         2341.40   (f) ADJ UNCH    2 0
 LH0565
 LH0565.Superseded values are not recommended for survey control.
 LH0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0565.See file dsdata.txt to determine how the superseded data were derived.
 LH0565
 LH0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML704184(NAD 83)
 LH0565_MARKER: DB = BENCH MARK DISK
 LH0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0565_STAMPING: L 295 1949
 LH0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0565+STABILITY: SURFACE MOTION
 LH0565
 LH0565  HISTORY     - Date     Condition        Report By
 LH0565  HISTORY     - 1949     MONUMENTED       CGS
 LH0565
 LH0565                          STATION DESCRIPTION
 LH0565
 LH0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0565'6.7 MI SW FROM AMHERST.
 LH0565'0.1 MILE NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0565'PACIFIC RAILROAD STATION AT AMHERST, THENCE 1.6 MILES SOUTH
 LH0565'ALONG A COUNTY ROAD, THENCE 5.0 MILES WEST ALONG A COUNTY ROAD,
 LH0565'IN THE NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, ON THE
 LH0565'SIDE OF A HILL SLOPING DOWN TO THE SOUTHEAST, 222 FEET NORTH OF THE
 LH0565'CENTER LINE OF THE EAST-WEST ROAD, 31 FEET EAST OF THE CENTER
 LH0565'LINE OF THE NORTH-SOUTH ROAD, 0.8 FOOT WEST OF A FENCE, 1.3
 LH0565'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0565'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 LH0565'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0842 ***********************************************************************
 MK0842  DESIGNATION -  L 296
 MK0842  PID         -  MK0842
 MK0842  STATE/COUNTY-  NE/CASS
 MK0842  USGS QUAD   -  CEDAR CREEK (1983)
 MK0842
 MK0842                         *CURRENT SURVEY CONTROL
 MK0842  ___________________________________________________________________
 MK0842* NAD 83(1986)-  41 00 06.     (N)    096 06 09.     (W)     SCALED    
 MK0842* NAVD 88     -       364.481  (meters)    1195.80   (feet)  ADJUSTED  
 MK0842  ___________________________________________________________________
 MK0842  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 MK0842  DYNAMIC HT  -         364.331 (meters)    1195.31  (feet)  COMP
 MK0842  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 MK0842
 MK0842  VERT ORDER  -  SECOND    CLASS 0
 MK0842
 MK0842.The horizontal coordinates were scaled from a topographic map and have
 MK0842.an estimated accuracy of +/- 6 seconds.
 MK0842
 MK0842.The orthometric height was determined by differential leveling
 MK0842.and adjusted by the National Geodetic Survey in June 1991..
 MK0842
 MK0842.The geoid height was determined by GEOID03.
 MK0842
 MK0842.The dynamic height is computed by dividing the NAVD 88
 MK0842.geopotential number by the normal gravity value computed on the
 MK0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0842.degrees latitude (g = 980.6199 gals.).
 MK0842
 MK0842.The modeled gravity was interpolated from observed gravity values.
 MK0842
 MK0842;                    North         East    Units  Estimated Accuracy
 MK0842;SPC NE       -   137,100.      827,700.      MT  (+/- 180 meters Scaled)
 MK0842
 MK0842                          SUPERSEDED SURVEY CONTROL
 MK0842
 MK0842  NGVD 29 (??/??/92)  364.384  (m)         1195.48   (f) ADJ UNCH    2 0
 MK0842
 MK0842.Superseded values are not recommended for survey control.
 MK0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0842.See file dsdata.txt to determine how the superseded data were derived.
 MK0842
 MK0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL436429(NAD 83)
 MK0842_MARKER: DB = BENCH MARK DISK
 MK0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0842_STAMPING: L 296 1949
 MK0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0842+STABILITY: SURFACE MOTION
 MK0842
 MK0842  HISTORY     - Date     Condition        Report By
 MK0842  HISTORY     - 1949     MONUMENTED       CGS
 MK0842
 MK0842                          STATION DESCRIPTION
 MK0842
 MK0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0842'3.2 MI E FROM LOUISVILLE.
 MK0842'0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 MK0842'STATION AT LOUISVILLE, THENCE 3.05 MILES EAST ALONG THE
 MK0842'LOUISVILLE-PLATTSMOUTH ROAD, AT THE MIDDLE DRIVE LEADING NORTH
 MK0842'INTO THE GLENDALE CEMETERY, 27 FEET NORTH OF THE CENTER LINE
 MK0842'OF THE LOUISVILLE-PLATTSMOUTH ROAD, 9.0 FEET WEST OF THE CENTER
 MK0842'LINE OF THE DRIVE LEADING NORTH INTO THE CEMETERY, 1.0 FOOT
 MK0842'WEST OF THE WEST BRICK GATE POST, 1.0 FOOT SOUTH OF A WOVEN
 MK0842'WIRE FENCE, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST WHICH
 MK0842'IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0756 ***********************************************************************
 MK0756  DESIGNATION -  L 298
 MK0756  PID         -  MK0756
 MK0756  STATE/COUNTY-  NE/SAUNDERS
 MK0756  USGS QUAD   -  ASHLAND WEST (1969)
 MK0756
 MK0756                         *CURRENT SURVEY CONTROL
 MK0756  ___________________________________________________________________
 MK0756* NAD 83(1986)-  41 06 00.     (N)    096 27 16.     (W)     SCALED    
 MK0756* NAVD 88     -       334.319  (meters)    1096.84   (feet)  ADJUSTED  
 MK0756  ___________________________________________________________________
 MK0756  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 MK0756  DYNAMIC HT  -         334.178 (meters)    1096.38  (feet)  COMP
 MK0756  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 MK0756
 MK0756  VERT ORDER  -  SECOND    CLASS 0
 MK0756
 MK0756.The horizontal coordinates were scaled from a topographic map and have
 MK0756.an estimated accuracy of +/- 6 seconds.
 MK0756
 MK0756.The orthometric height was determined by differential leveling
 MK0756.and adjusted by the National Geodetic Survey in June 1991..
 MK0756
 MK0756.The geoid height was determined by GEOID03.
 MK0756
 MK0756.The dynamic height is computed by dividing the NAVD 88
 MK0756.geopotential number by the normal gravity value computed on the
 MK0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0756.degrees latitude (g = 980.6199 gals.).
 MK0756
 MK0756.The modeled gravity was interpolated from observed gravity values.
 MK0756
 MK0756;                    North         East    Units  Estimated Accuracy
 MK0756;SPC NE       -   146,740.      797,680.      MT  (+/- 180 meters Scaled)
 MK0756
 MK0756                          SUPERSEDED SURVEY CONTROL
 MK0756
 MK0756  NGVD 29 (??/??/92)  334.205  (m)         1096.47   (f) ADJ UNCH    2 0
 MK0756
 MK0756.Superseded values are not recommended for survey control.
 MK0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0756.See file dsdata.txt to determine how the superseded data were derived.
 MK0756
 MK0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL137529(NAD 83)
 MK0756_MARKER: DB = BENCH MARK DISK
 MK0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0756_SP_SET: BRIDGE
 MK0756_STAMPING: L 298 1950
 MK0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0756
 MK0756  HISTORY     - Date     Condition        Report By
 MK0756  HISTORY     - 1950     MONUMENTED       CGS
 MK0756  HISTORY     - 1984     GOOD             LOCSUR
 MK0756
 MK0756                          STATION DESCRIPTION
 MK0756
 MK0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0756'2.2 MI NW FROM MEMPHIS.
 MK0756'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0756'MEMPHIS, THENCE 1.05 MILES WEST ALONG A GRAVELED ROAD, THENCE
 MK0756'0.75 MILE NORTH ALONG A DIRT ROAD, 114 FEET SOUTH OF THE CENTER
 MK0756'LINE OF A PRIVATE DRIVEWAY LEADING TO A FARMHOUSE, 9 FEET WEST
 MK0756'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE SOUTHEAST
 MK0756'END OF THE NORTHWEST WINGWALL OF A STEEL BRIDGE OVER WAHOO
 MK0756'CREEK, 2.5 FEET NORTHWEST OF THE WEST END OF THE NORTH ABUTMENT,
 MK0756'1 FOOT BELOW THE LEVEL OF THE ROAD.
 MK0756
 MK0756                          STATION RECOVERY (1984)
 MK0756
 MK0756'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0732 ***********************************************************************
 MK0732  DESIGNATION -  L 299
 MK0732  PID         -  MK0732
 MK0732  STATE/COUNTY-  NE/SAUNDERS
 MK0732  USGS QUAD   -  MEAD (1981)
 MK0732
 MK0732                         *CURRENT SURVEY CONTROL
 MK0732  ___________________________________________________________________
 MK0732* NAD 83(1986)-  41 13 08.     (N)    096 27 49.     (W)     SCALED    
 MK0732* NAVD 88     -       361.690  (meters)    1186.64   (feet)  ADJUSTED  
 MK0732  ___________________________________________________________________
 MK0732  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 MK0732  DYNAMIC HT  -         361.523 (meters)    1186.10  (feet)  COMP
 MK0732  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 MK0732
 MK0732  VERT ORDER  -  SECOND    CLASS 0
 MK0732
 MK0732.The horizontal coordinates were scaled from a topographic map and have
 MK0732.an estimated accuracy of +/- 6 seconds.
 MK0732
 MK0732.The orthometric height was determined by differential leveling
 MK0732.and adjusted by the National Geodetic Survey in June 1991..
 MK0732
 MK0732.The geoid height was determined by GEOID03.
 MK0732
 MK0732.The dynamic height is computed by dividing the NAVD 88
 MK0732.geopotential number by the normal gravity value computed on the
 MK0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0732.degrees latitude (g = 980.6199 gals.).
 MK0732
 MK0732.The modeled gravity was interpolated from observed gravity values.
 MK0732
 MK0732;                    North         East    Units  Estimated Accuracy
 MK0732;SPC NE       -   159,890.      796,370.      MT  (+/- 180 meters Scaled)
 MK0732
 MK0732                          SUPERSEDED SURVEY CONTROL
 MK0732
 MK0732  NGVD 29 (??/??/92)  361.555  (m)         1186.20   (f) ADJ UNCH    2 0
 MK0732
 MK0732.Superseded values are not recommended for survey control.
 MK0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0732.See file dsdata.txt to determine how the superseded data were derived.
 MK0732
 MK0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL126661(NAD 83)
 MK0732_MARKER: DB = BENCH MARK DISK
 MK0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0732_STAMPING: L 299 1950
 MK0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0732+STABILITY: SURFACE MOTION
 MK0732
 MK0732  HISTORY     - Date     Condition        Report By
 MK0732  HISTORY     - 1950     MONUMENTED       CGS
 MK0732
 MK0732                          STATION DESCRIPTION
 MK0732
 MK0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0732'1.9 MI E FROM MEAD.
 MK0732'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0732'MEAD, THENCE 0.5 MILE SOUTH ALONG A PAVED ROAD, THENCE 1.0
 MK0732'MILE EAST ALONG A GRADED DIRT ROAD, 86 FEET EAST OF THE EXTENDED
 MK0732'CENTER LINE OF A ROAD LEADING NORTH, 48 FEET SOUTH OF THE CENTER
 MK0732'LINE OF AND EAST AND WEST ROAD, 34 FEET EAST OF A TELEPHONE
 MK0732'POLE, 1 FOOT NORTH OF A FENCE, 2.9 FEET EAST OF A WITNESS POST,
 MK0732'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MK0732'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0545 ***********************************************************************
 MK0545  DESIGNATION -  L 301
 MK0545  PID         -  MK0545
 MK0545  STATE/COUNTY-  NE/SARPY
 MK0545  USGS QUAD   -  RALSTON (1984)
 MK0545
 MK0545                         *CURRENT SURVEY CONTROL
 MK0545  ___________________________________________________________________
 MK0545* NAD 83(1986)-  41 09 40.     (N)    096 00 16.     (W)     SCALED    
 MK0545* NAVD 88     -       324.757  (meters)    1065.47   (feet)  ADJUSTED  
 MK0545  ___________________________________________________________________
 MK0545  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 MK0545  DYNAMIC HT  -         324.624 (meters)    1065.04  (feet)  COMP
 MK0545  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 MK0545
 MK0545  VERT ORDER  -  SECOND    CLASS 0
 MK0545
 MK0545.The horizontal coordinates were scaled from a topographic map and have
 MK0545.an estimated accuracy of +/- 6 seconds.
 MK0545
 MK0545.The orthometric height was determined by differential leveling
 MK0545.and adjusted by the National Geodetic Survey in June 1991..
 MK0545
 MK0545.The geoid height was determined by GEOID03.
 MK0545
 MK0545.The dynamic height is computed by dividing the NAVD 88
 MK0545.geopotential number by the normal gravity value computed on the
 MK0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0545.degrees latitude (g = 980.6199 gals.).
 MK0545
 MK0545.The modeled gravity was interpolated from observed gravity values.
 MK0545
 MK0545;                    North         East    Units  Estimated Accuracy
 MK0545;SPC NE       -   155,160.      835,120.      MT  (+/- 180 meters Scaled)
 MK0545
 MK0545                          SUPERSEDED SURVEY CONTROL
 MK0545
 MK0545  NGVD 29 (??/??/92)  324.651  (m)         1065.13   (f) ADJ UNCH    2 0
 MK0545
 MK0545.Superseded values are not recommended for survey control.
 MK0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0545.See file dsdata.txt to determine how the superseded data were derived.
 MK0545
 MK0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL513609(NAD 83)
 MK0545_MARKER: DB = BENCH MARK DISK
 MK0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0545_STAMPING: L 301 1950
 MK0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0545+STABILITY: SURFACE MOTION
 MK0545
 MK0545  HISTORY     - Date     Condition        Report By
 MK0545  HISTORY     - 1950     MONUMENTED       CGS
 MK0545  HISTORY     - 1955     MARK NOT FOUND   USGS
 MK0545
 MK0545                          STATION DESCRIPTION
 MK0545
 MK0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0545'2.4 MI NE FROM PAPILLION.
 MK0545'0.3 MILE NORTH ALONG STATE HIGHWAY 50 FROM THE UNION PACIFIC
 MK0545'RAILROAD STATION AT PAPILLION, THENCE 2.05 MILES EAST ALONG
 MK0545'STATE HIGHWAY 31, AT THE SOUTH OMAHA AIRPORT, 127 FEET SOUTH
 MK0545'OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET EAST OF THE
 MK0545'SOUTHEAST CORNER OF THE HANGAR, 1.0 FOOT WEST OF A WITNESS POST,
 MK0545'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MK0545'THE GROUND.
 MK0545
 MK0545                          STATION RECOVERY (1955)
 MK0545
 MK0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MK0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0696 ***********************************************************************
 MJ0696  DESIGNATION -  L 302
 MJ0696  PID         -  MJ0696
 MJ0696  STATE/COUNTY-  NE/SARPY
 MJ0696  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0696
 MJ0696                         *CURRENT SURVEY CONTROL
 MJ0696  ___________________________________________________________________
 MJ0696* NAD 83(1986)-  41 08 48.     (N)    095 57 02.     (W)     SCALED    
 MJ0696* NAVD 88     -       301.109  (meters)     987.89   (feet)  ADJUSTED  
 MJ0696  ___________________________________________________________________
 MJ0696  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 MJ0696  DYNAMIC HT  -         300.986 (meters)     987.48  (feet)  COMP
 MJ0696  MODELED GRAV-     980,206.7   (mgal)                       NAVD 88
 MJ0696
 MJ0696  VERT ORDER  -  SECOND    CLASS 0
 MJ0696
 MJ0696.The horizontal coordinates were scaled from a topographic map and have
 MJ0696.an estimated accuracy of +/- 6 seconds.
 MJ0696
 MJ0696.The orthometric height was determined by differential leveling
 MJ0696.and adjusted by the National Geodetic Survey in June 1991..
 MJ0696
 MJ0696.The geoid height was determined by GEOID03.
 MJ0696
 MJ0696.The dynamic height is computed by dividing the NAVD 88
 MJ0696.geopotential number by the normal gravity value computed on the
 MJ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0696.degrees latitude (g = 980.6199 gals.).
 MJ0696
 MJ0696.The modeled gravity was interpolated from observed gravity values.
 MJ0696
 MJ0696;                    North         East    Units  Estimated Accuracy
 MJ0696;SPC NE       -   153,770.      839,710.      MT  (+/- 180 meters Scaled)
 MJ0696
 MJ0696                          SUPERSEDED SURVEY CONTROL
 MJ0696
 MJ0696  NGVD 29 (??/??/92)  301.006  (m)          987.55   (f) ADJ UNCH    2 0
 MJ0696
 MJ0696.Superseded values are not recommended for survey control.
 MJ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0696.See file dsdata.txt to determine how the superseded data were derived.
 MJ0696
 MJ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF523592(NAD 83)
 MJ0696_MARKER: DB = BENCH MARK DISK
 MJ0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0696_STAMPING: L 302 1950
 MJ0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0696+STABILITY: SURFACE MOTION
 MJ0696
 MJ0696  HISTORY     - Date     Condition        Report By
 MJ0696  HISTORY     - 1950     MONUMENTED       CGS
 MJ0696  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 MJ0696
 MJ0696                          STATION DESCRIPTION
 MJ0696
 MJ0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0696'AT GILMORE.
 MJ0696'AT GILMORE, 120 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MJ0696'RAILROAD STATION, 82 FEET SOUTH OF THE SOUTH RAIL OF THE
 MJ0696'RAILROAD, 62 FEET SOUTH OF A SIGNAL BOX, 19 FEET NORTH OF A
 MJ0696'TELEPHONE POLE, 1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP
 MJ0696'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 MJ0696
 MJ0696                          STATION RECOVERY (1975)
 MJ0696
 MJ0696'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 MJ0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0728 ***********************************************************************
 MK0728  DESIGNATION -  L 303
 MK0728  PID         -  MK0728
 MK0728  STATE/COUNTY-  NE/SAUNDERS
 MK0728  USGS QUAD   -  LESHARA (1968)
 MK0728
 MK0728                         *CURRENT SURVEY CONTROL
 MK0728  ___________________________________________________________________
 MK0728* NAD 83(1986)-  41 20 07.     (N)    096 27 35.     (W)     SCALED    
 MK0728* NAVD 88     -       384.994  (meters)    1263.10   (feet)  ADJUSTED  
 MK0728  ___________________________________________________________________
 MK0728  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 MK0728  DYNAMIC HT  -         384.813 (meters)    1262.51  (feet)  COMP
 MK0728  MODELED GRAV-     980,143.7   (mgal)                       NAVD 88
 MK0728
 MK0728  VERT ORDER  -  SECOND    CLASS 0
 MK0728
 MK0728.The horizontal coordinates were scaled from a topographic map and have
 MK0728.an estimated accuracy of +/- 6 seconds.
 MK0728
 MK0728.The orthometric height was determined by differential leveling
 MK0728.and adjusted by the National Geodetic Survey in June 1991..
 MK0728
 MK0728.The geoid height was determined by GEOID03.
 MK0728
 MK0728.The dynamic height is computed by dividing the NAVD 88
 MK0728.geopotential number by the normal gravity value computed on the
 MK0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0728.degrees latitude (g = 980.6199 gals.).
 MK0728
 MK0728.The modeled gravity was interpolated from observed gravity values.
 MK0728
 MK0728;                    North         East    Units  Estimated Accuracy
 MK0728;SPC NE       -   172,820.      796,170.      MT  (+/- 180 meters Scaled)
 MK0728
 MK0728                          SUPERSEDED SURVEY CONTROL
 MK0728
 MK0728  NGVD 29 (??/??/92)  384.848  (m)         1262.62   (f) ADJ UNCH    2 0
 MK0728
 MK0728.Superseded values are not recommended for survey control.
 MK0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0728.See file dsdata.txt to determine how the superseded data were derived.
 MK0728
 MK0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL125790(NAD 83)
 MK0728_MARKER: DB = BENCH MARK DISK
 MK0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0728_STAMPING: L 303 1950
 MK0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0728+STABILITY: SURFACE MOTION
 MK0728
 MK0728  HISTORY     - Date     Condition        Report By
 MK0728  HISTORY     - 1950     MONUMENTED       CGS
 MK0728
 MK0728                          STATION DESCRIPTION
 MK0728
 MK0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0728'2.2 MI NW FROM LESHARA.
 MK0728'0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0728'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.1 MILE NORTH
 MK0728'ALONG THE MAIN STREET OF LESHARA, THENCE 0.2 MILE WEST ALONG A
 MK0728'GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD,
 MK0728'THENCE 1.6 MILES WEST ALONG A GRAVELED ROAD, AT THE JACK MORRIS
 MK0728'FARM, 50 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 MK0728'LEADING NORTH, 38 FEET NORTH OF THE CENTER LINE OF THE GRAVELED
 MK0728'ROAD, 10 FEET NORTHWEST OF A POWER POLE, 1.5 FEET EAST OF A
 MK0728'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0728'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1034 ***********************************************************************
 MK1034  DESIGNATION -  L 304
 MK1034  PID         -  MK1034
 MK1034  STATE/COUNTY-  NE/SAUNDERS
 MK1034  USGS QUAD   -  COLON (1969)
 MK1034
 MK1034                         *CURRENT SURVEY CONTROL
 MK1034  ___________________________________________________________________
 MK1034* NAD 83(1986)-  41 17 36.     (N)    096 30 10.     (W)     SCALED    
 MK1034* NAVD 88     -       411.947  (meters)    1351.53   (feet)  ADJUSTED  
 MK1034  ___________________________________________________________________
 MK1034  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 MK1034  DYNAMIC HT  -         411.750 (meters)    1350.88  (feet)  COMP
 MK1034  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 MK1034
 MK1034  VERT ORDER  -  SECOND    CLASS 0
 MK1034
 MK1034.The horizontal coordinates were scaled from a topographic map and have
 MK1034.an estimated accuracy of +/- 6 seconds.
 MK1034
 MK1034.The orthometric height was determined by differential leveling
 MK1034.and adjusted by the National Geodetic Survey in June 1991..
 MK1034
 MK1034.The geoid height was determined by GEOID03.
 MK1034
 MK1034.The dynamic height is computed by dividing the NAVD 88
 MK1034.geopotential number by the normal gravity value computed on the
 MK1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1034.degrees latitude (g = 980.6199 gals.).
 MK1034
 MK1034.The modeled gravity was interpolated from observed gravity values.
 MK1034
 MK1034;                    North         East    Units  Estimated Accuracy
 MK1034;SPC NE       -   168,020.      792,750.      MT  (+/- 180 meters Scaled)
 MK1034
 MK1034                          SUPERSEDED SURVEY CONTROL
 MK1034
 MK1034  NGVD 29 (??/??/92)  411.794  (m)         1351.03   (f) ADJ UNCH    2 0
 MK1034
 MK1034.Superseded values are not recommended for survey control.
 MK1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1034.See file dsdata.txt to determine how the superseded data were derived.
 MK1034
 MK1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL090743(NAD 83)
 MK1034_MARKER: DB = BENCH MARK DISK
 MK1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1034_STAMPING: L 304 1950
 MK1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1034+STABILITY: SURFACE MOTION
 MK1034
 MK1034  HISTORY     - Date     Condition        Report By
 MK1034  HISTORY     - 1950     MONUMENTED       CGS
 MK1034  HISTORY     - 1968     MARK NOT FOUND   NGS
 MK1034
 MK1034                          STATION DESCRIPTION
 MK1034
 MK1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1034'4.8 MI N FROM MEAD.
 MK1034'0.1 MILE NORTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK1034'MEAD, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 30 A, THENCE
 MK1034'4.0 MILES NORTH ALONG U.S. HIGHWAY 77, 264 FEET WEST OF THE
 MK1034'CENTER LINE OF THE HIGHWAY, 103 FEET EAST OF THE TOP OF A
 MK1034'RIDGE, 20 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 MK1034'ROAD, 60 FEET EAST OF A TELEPHONE POLE, 1.8 FEET NORTH OF A
 MK1034'FENCE CORNER, 1.2 FEET WEST OF A FENCE, 2.1 FEET WEST OF A
 MK1034'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1034'0.5 FOOT ABOVE THE GROUND.
 MK1034
 MK1034                          STATION RECOVERY (1968)
 MK1034
 MK1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MK1034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1035 ***********************************************************************
 MK1035  DESIGNATION -  L 304 RESET
 MK1035  PID         -  MK1035
 MK1035  STATE/COUNTY-  NE/SAUNDERS
 MK1035  USGS QUAD   -  COLON (1969)
 MK1035
 MK1035                         *CURRENT SURVEY CONTROL
 MK1035  ___________________________________________________________________
 MK1035* NAD 83(1986)-  41 17 36.     (N)    096 30 10.     (W)     SCALED    
 MK1035* NAVD 88     -       410.85   (meters)    1347.9    (feet)  RESET     
 MK1035  ___________________________________________________________________
 MK1035  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 MK1035
 MK1035  VERT ORDER  -  THIRD
 MK1035
 MK1035.The horizontal coordinates were scaled from a topographic map and have
 MK1035.an estimated accuracy of +/- 6 seconds.
 MK1035
 MK1035.The orthometric height was computed from unverified reset data.
 MK1035
 MK1035.The geoid height was determined by GEOID03.
 MK1035
 MK1035;                    North         East    Units  Estimated Accuracy
 MK1035;SPC NE       -   168,020.      792,750.      MT  (+/- 180 meters Scaled)
 MK1035
 MK1035                          SUPERSEDED SURVEY CONTROL
 MK1035
 MK1035  NGVD 29 (??/??/??)  410.69   (m)         1347.4    (f) RESET       3  
 MK1035
 MK1035.Superseded values are not recommended for survey control.
 MK1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1035.See file dsdata.txt to determine how the superseded data were derived.
 MK1035
 MK1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL090743(NAD 83)
 MK1035_MARKER: DB = BENCH MARK DISK
 MK1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1035_STAMPING: L 304 RESET 1954
 MK1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1035+STABILITY: SURFACE MOTION
 MK1035
 MK1035  HISTORY     - Date     Condition        Report By
 MK1035  HISTORY     - 1954     MONUMENTED       SDDT
 MK1035
 MK1035                          STATION DESCRIPTION
 MK1035
 MK1035'DESCRIBED BY SD DEPT OF TRANSP 1954
 MK1035'0.1 MI N FROM MEAD.
 MK1035'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT MEAD,
 MK1035'SAUNDERS COUNTY, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 30 A,
 MK1035'AND THENCE 4.0 MILES NORTH ALONG U.S. HIGHWAY 77, 167 FEET
 MK1035'EAST OF THE TOP OF A RIDGE, 200 FEET WEST OF THE CENTERLINE
 MK1035'OF THE HIGHWAY, 100 FEET WEST OF A POLE, 33 FEET SOUTH OF THE
 MK1035'CENTERLINE OF AN EAST-AND-WEST ROAD, AND 2 FEET EAST OF A
 MK1035'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 304
 MK1035'RESET 1954 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK1035'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0599 ***********************************************************************
 MK0599  DESIGNATION -  L 305
 MK0599  PID         -  MK0599
 MK0599  STATE/COUNTY-  NE/DODGE
 MK0599  USGS QUAD   -  ARLINGTON (1968)
 MK0599
 MK0599                         *CURRENT SURVEY CONTROL
 MK0599  ___________________________________________________________________
 MK0599* NAD 83(1986)-  41 24 27.     (N)    096 20 53.     (W)     SCALED    
 MK0599* NAVD 88     -       350.119  (meters)    1148.68   (feet)  ADJUSTED  
 MK0599  ___________________________________________________________________
 MK0599  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 MK0599  DYNAMIC HT  -         349.955 (meters)    1148.14  (feet)  COMP
 MK0599  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 MK0599
 MK0599  VERT ORDER  -  SECOND    CLASS 0
 MK0599
 MK0599.The horizontal coordinates were scaled from a topographic map and have
 MK0599.an estimated accuracy of +/- 6 seconds.
 MK0599
 MK0599.The orthometric height was determined by differential leveling
 MK0599.and adjusted by the National Geodetic Survey in June 1991..
 MK0599
 MK0599.The geoid height was determined by GEOID03.
 MK0599
 MK0599.The dynamic height is computed by dividing the NAVD 88
 MK0599.geopotential number by the normal gravity value computed on the
 MK0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0599.degrees latitude (g = 980.6199 gals.).
 MK0599
 MK0599.The modeled gravity was interpolated from observed gravity values.
 MK0599
 MK0599;                    North         East    Units  Estimated Accuracy
 MK0599;SPC NE       -   181,220.      805,160.      MT  (+/- 180 meters Scaled)
 MK0599
 MK0599                          SUPERSEDED SURVEY CONTROL
 MK0599
 MK0599  NGVD 29 (??/??/92)  349.974  (m)         1148.21   (f) ADJ UNCH    2 0
 MK0599
 MK0599.Superseded values are not recommended for survey control.
 MK0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0599.See file dsdata.txt to determine how the superseded data were derived.
 MK0599
 MK0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL216873(NAD 83)
 MK0599_MARKER: DB = BENCH MARK DISK
 MK0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0599_STAMPING: L 305 1950
 MK0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0599+STABILITY: SURFACE MOTION
 MK0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0599+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2002
 MK0599
 MK0599  HISTORY     - Date     Condition        Report By
 MK0599  HISTORY     - 1950     MONUMENTED       CGS
 MK0599  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0599  HISTORY     - 20020313 GOOD             INDIV
 MK0599
 MK0599                          STATION DESCRIPTION
 MK0599
 MK0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0599'4.8 MI S FROM ARLINGTON.
 MK0599'0.4 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE CHICAGO AND NORTH
 MK0599'WESTERN RAILROAD STATION AT ARLINGTON, THENCE 1.1 MILES
 MK0599'SOUTHWEST ALONG A WINDING GRAVELED ROAD, THENCE 0.25 MILE SOUTH
 MK0599'ALONG A GRAVELED ROAD, THENCE 0.45 MILE EAST ALONG A GRAVELED
 MK0599'ROAD, THENCE 0.8 MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE
 MK0599'1.75 MILES SOUTH ALONG A GRAVELED ROAD, AT THE FARM HOME OF
 MK0599'C.J. KELLER, 207 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 MK0599'THE SOUTHWEST CORNER OF THE FARMHOUSE, 117 FEET WEST OF THE
 MK0599'CENTER LNE OF THE ROAD, 87 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 MK0599'OF A WOODEN BRIDGE, 57 FEET WEST OF A POWER POLE, 1 FOOT
 MK0599'NORTH OF AN EAST AND WEST FENCE, 1.5 FEET EAST OF A WITNESS
 MK0599'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 MK0599'FOOT ABOVE THE GROUND.
 MK0599
 MK0599                          STATION RECOVERY (1966)
 MK0599
 MK0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0599'MARK NOT FOUND.
 MK0599
 MK0599                          STATION RECOVERY (2002)
 MK0599
 MK0599'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MLS)
 MK0599'NEW REFERENCES TO MONUMENT, EAST 148.0' TO A POWER POLE, EAST 119' TO
 MK0599'THE CENTERLINE OF A NORTH-SOUTH COUNTY ROAD, NORTHEAST 100.1' TO THE
 MK0599'TOP SOUTH END OF A 7' STEEL CULVERT PIPE, SOUTHEAST 82.0' TO THE
 MK0599'NORTHWEST CORNER OF A CONCRETE UTILITY VAULT, NORTH 1.3' TO A STEEL U
 MK0599'POST WITH REFLECTOR, EAST 116.0 TO A PIPE (SOUTHWEST CORNER OF SECTION
 MK0599'30, T17N, R10E OF THE 6TH P.M., DODGE COUNTY, NEBRASKA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0244 ***********************************************************************
 ML0244  DESIGNATION -  L 307
 ML0244  PID         -  ML0244
 ML0244  STATE/COUNTY-  NE/NANCE
 ML0244  USGS QUAD   -  BELGRADE SE (1955)
 ML0244
 ML0244                         *CURRENT SURVEY CONTROL
 ML0244  ___________________________________________________________________
 ML0244* NAD 83(1986)-  41 20 39.     (N)    098 01 01.     (W)     SCALED    
 ML0244* NAVD 88     -       517.067  (meters)    1696.41   (feet)  ADJUSTED  
 ML0244  ___________________________________________________________________
 ML0244  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 ML0244  DYNAMIC HT  -         516.823 (meters)    1695.61  (feet)  COMP
 ML0244  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 ML0244
 ML0244  VERT ORDER  -  SECOND    CLASS 0
 ML0244
 ML0244.The horizontal coordinates were scaled from a topographic map and have
 ML0244.an estimated accuracy of +/- 6 seconds.
 ML0244
 ML0244.The orthometric height was determined by differential leveling
 ML0244.and adjusted by the National Geodetic Survey in June 1991..
 ML0244
 ML0244.The geoid height was determined by GEOID03.
 ML0244
 ML0244.The dynamic height is computed by dividing the NAVD 88
 ML0244.geopotential number by the normal gravity value computed on the
 ML0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0244.degrees latitude (g = 980.6199 gals.).
 ML0244
 ML0244.The modeled gravity was interpolated from observed gravity values.
 ML0244
 ML0244;                    North         East    Units  Estimated Accuracy
 ML0244;SPC NE       -   169,640.      665,900.      MT  (+/- 180 meters Scaled)
 ML0244
 ML0244                          SUPERSEDED SURVEY CONTROL
 ML0244
 ML0244  NGVD 29 (??/??/92)  516.844  (m)         1695.68   (f) ADJ UNCH    2 0
 ML0244
 ML0244.Superseded values are not recommended for survey control.
 ML0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0244.See file dsdata.txt to determine how the superseded data were derived.
 ML0244
 ML0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL822774(NAD 83)
 ML0244_MARKER: DB = BENCH MARK DISK
 ML0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0244_STAMPING: L 307 1950
 ML0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0244+STABILITY: SURFACE MOTION
 ML0244
 ML0244  HISTORY     - Date     Condition        Report By
 ML0244  HISTORY     - 1950     MONUMENTED       CGS
 ML0244
 ML0244                          STATION DESCRIPTION
 ML0244
 ML0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0244'3.4 MI SW FROM FULLERTON.
 ML0244'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0244'FULLERTON, THENCE 2.2 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0244'94 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED
 ML0244'FARMHOUSE, 45 FEET NORTH OF THE CENTER LINE OF THE ROAD, 13
 ML0244'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 11 FEET
 ML0244'NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 2.5 FEET
 ML0244'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0244'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1569 ***********************************************************************
 MK1569  DESIGNATION -  L 308
 MK1569  PID         -  MK1569
 MK1569  STATE/COUNTY-  NE/NANCE
 MK1569  USGS QUAD   -  MERCHISTON (1958)
 MK1569
 MK1569                         *CURRENT SURVEY CONTROL
 MK1569  ___________________________________________________________________
 MK1569* NAD 83(1986)-  41 23 42.     (N)    097 53 17.     (W)     SCALED    
 MK1569* NAVD 88     -       494.788  (meters)    1623.32   (feet)  ADJUSTED  
 MK1569  ___________________________________________________________________
 MK1569  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 MK1569  DYNAMIC HT  -         494.558 (meters)    1622.56  (feet)  COMP
 MK1569  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 MK1569
 MK1569  VERT ORDER  -  SECOND    CLASS 0
 MK1569
 MK1569.The horizontal coordinates were scaled from a topographic map and have
 MK1569.an estimated accuracy of +/- 6 seconds.
 MK1569
 MK1569.The orthometric height was determined by differential leveling
 MK1569.and adjusted by the National Geodetic Survey in June 1991..
 MK1569
 MK1569.The geoid height was determined by GEOID03.
 MK1569
 MK1569.The dynamic height is computed by dividing the NAVD 88
 MK1569.geopotential number by the normal gravity value computed on the
 MK1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1569.degrees latitude (g = 980.6199 gals.).
 MK1569
 MK1569.The modeled gravity was interpolated from observed gravity values.
 MK1569
 MK1569;                    North         East    Units  Estimated Accuracy
 MK1569;SPC NE       -   175,540.      676,550.      MT  (+/- 180 meters Scaled)
 MK1569
 MK1569                          SUPERSEDED SURVEY CONTROL
 MK1569
 MK1569  NGVD 29 (??/??/92)  494.571  (m)         1622.61   (f) ADJ UNCH    2 0
 MK1569
 MK1569.Superseded values are not recommended for survey control.
 MK1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1569.See file dsdata.txt to determine how the superseded data were derived.
 MK1569
 MK1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL929832(NAD 83)
 MK1569_MARKER: DB = BENCH MARK DISK
 MK1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1569_STAMPING: L 308 1950
 MK1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1569+STABILITY: SURFACE MOTION
 MK1569
 MK1569  HISTORY     - Date     Condition        Report By
 MK1569  HISTORY     - 1950     MONUMENTED       CGS
 MK1569
 MK1569                          STATION DESCRIPTION
 MK1569
 MK1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1569'6.3 MI NE FROM FULLERTON.
 MK1569'6.3 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1569'AT FULLERTON, 0.1 MILE EAST OF A FARMHOUSE WHICH IS ON THE
 MK1569'NORTH SIDE OF THE HIGHWAY, AT THE NORTHEAST CORNER OF A PASTURE,
 MK1569'255 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET WEST
 MK1569'OF THE CENTER LINE OF A PRIVATE DIRT ROAD LEADING NORTH, 2.0
 MK1569'FEET SOUTHWEST OF A FENCE CORNER, 2.3 FEET NORTHWEST OF A WITNESS
 MK1569'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MK1569'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1416 ***********************************************************************
 MK1416  DESIGNATION -  L 309
 MK1416  PID         -  MK1416
 MK1416  STATE/COUNTY-  NE/NANCE
 MK1416  USGS QUAD   -  GENOA (1958)
 MK1416
 MK1416                         *CURRENT SURVEY CONTROL
 MK1416  ___________________________________________________________________
 MK1416* NAD 83(1986)-  41 24 27.     (N)    097 42 52.     (W)     SCALED    
 MK1416* NAVD 88     -       476.487  (meters)    1563.27   (feet)  ADJUSTED  
 MK1416  ___________________________________________________________________
 MK1416  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 MK1416  DYNAMIC HT  -         476.266 (meters)    1562.55  (feet)  COMP
 MK1416  MODELED GRAV-     980,144.8   (mgal)                       NAVD 88
 MK1416
 MK1416  VERT ORDER  -  SECOND    CLASS 0
 MK1416
 MK1416.The horizontal coordinates were scaled from a topographic map and have
 MK1416.an estimated accuracy of +/- 6 seconds.
 MK1416
 MK1416.The orthometric height was determined by differential leveling
 MK1416.and adjusted by the National Geodetic Survey in June 1991..
 MK1416
 MK1416.The geoid height was determined by GEOID03.
 MK1416
 MK1416.The dynamic height is computed by dividing the NAVD 88
 MK1416.geopotential number by the normal gravity value computed on the
 MK1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1416.degrees latitude (g = 980.6199 gals.).
 MK1416
 MK1416.The modeled gravity was interpolated from observed gravity values.
 MK1416
 MK1416;                    North         East    Units  Estimated Accuracy
 MK1416;SPC NE       -   177,300.      691,020.      MT  (+/- 180 meters Scaled)
 MK1416
 MK1416                          SUPERSEDED SURVEY CONTROL
 MK1416
 MK1416  NGVD 29 (??/??/92)  476.280  (m)         1562.60   (f) ADJ UNCH    2 0
 MK1416
 MK1416.Superseded values are not recommended for survey control.
 MK1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1416.See file dsdata.txt to determine how the superseded data were derived.
 MK1416
 MK1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL074847(NAD 83)
 MK1416_MARKER: DB = BENCH MARK DISK
 MK1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1416_STAMPING: L 309 1950
 MK1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1416+STABILITY: SURFACE MOTION
 MK1416
 MK1416  HISTORY     - Date     Condition        Report By
 MK1416  HISTORY     - 1950     MONUMENTED       CGS
 MK1416
 MK1416                          STATION DESCRIPTION
 MK1416
 MK1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1416'3.4 MI SE FROM GENOA.
 MK1416'0.2 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1416'GENOA, THENCE 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 39, 45
 MK1416'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET WEST
 MK1416'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 4 FEET NORTH OF
 MK1416'A TELEPHONE POLE, 1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP
 MK1416'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1417 ***********************************************************************
 MK1417  DESIGNATION -  L 309 RESET
 MK1417  PID         -  MK1417
 MK1417  STATE/COUNTY-  NE/NANCE
 MK1417  USGS QUAD   -  GENOA (1958)
 MK1417
 MK1417                         *CURRENT SURVEY CONTROL
 MK1417  ___________________________________________________________________
 MK1417* NAD 83(1986)-  41 24 29.     (N)    097 42 52.     (W)     SCALED    
 MK1417* NAVD 88     -       476.50   (meters)    1563.3    (feet)  RESET     
 MK1417  ___________________________________________________________________
 MK1417  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 MK1417
 MK1417  VERT ORDER  -  THIRD
 MK1417
 MK1417.The horizontal coordinates were scaled from a topographic map and have
 MK1417.an estimated accuracy of +/- 6 seconds.
 MK1417
 MK1417.The orthometric height was computed from unverified reset data.
 MK1417
 MK1417.The geoid height was determined by GEOID03.
 MK1417
 MK1417;                    North         East    Units  Estimated Accuracy
 MK1417;SPC NE       -   177,360.      691,020.      MT  (+/- 180 meters Scaled)
 MK1417
 MK1417                          SUPERSEDED SURVEY CONTROL
 MK1417
 MK1417  NGVD 29 (??/??/??)  476.29   (m)         1562.6    (f) RESET       3  
 MK1417
 MK1417.Superseded values are not recommended for survey control.
 MK1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1417.See file dsdata.txt to determine how the superseded data were derived.
 MK1417
 MK1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL074848(NAD 83)
 MK1417_MARKER: DB = BENCH MARK DISK
 MK1417_SETTING: 0 = UNSPECIFIED SETTING
 MK1417_STAMPING: L 309 1950 RESET 1960
 MK1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1417
 MK1417  HISTORY     - Date     Condition        Report By
 MK1417  HISTORY     - 1960     MONUMENTED       CGS
 MK1417
 MK1417                          STATION DESCRIPTION
 MK1417
 MK1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1417'0.2 MI W FROM GENOA.
 MK1417'0.2 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1417'GENOA, THENCE 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 39 AT A
 MK1417'NORTH-SOUTH GRAVEL CROSSROADS, 70 FEET NORTHEAST OF THE CENTER
 MK1417'OF STATE HIGHWAY 39, 38 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 MK1417'GRAVEL ROAD, ONE FOOT SOUTHWEST OF A STEEL WITNESS POST AND
 MK1417'PROJECTING 4 INCHES.  NOTE-- THIS MARK IS 1.0 MILE SOUTHEAST OF
 MK1417'THE LOUP RIVER BRIDGE AND BENCH MARK K 309.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0238 ***********************************************************************
 MM0238  DESIGNATION -  L 31
 MM0238  PID         -  MM0238
 MM0238  STATE/COUNTY-  NE/ARTHUR
 MM0238  USGS QUAD   -  PACKARD RANCH (1971)
 MM0238
 MM0238                         *CURRENT SURVEY CONTROL
 MM0238  ___________________________________________________________________
 MM0238* NAD 83(1986)-  41 25 33.     (N)    101 43 12.     (W)     SCALED    
 MM0238* NAVD 88     -      1085.873  (meters)    3562.57   (feet)  ADJUSTED  
 MM0238  ___________________________________________________________________
 MM0238  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 MM0238  DYNAMIC HT  -        1085.211 (meters)    3560.40  (feet)  COMP
 MM0238  MODELED GRAV-     979,975.6   (mgal)                       NAVD 88
 MM0238
 MM0238  VERT ORDER  -  SECOND    CLASS 0
 MM0238
 MM0238.The horizontal coordinates were scaled from a topographic map and have
 MM0238.an estimated accuracy of +/- 6 seconds.
 MM0238
 MM0238.The orthometric height was determined by differential leveling
 MM0238.and adjusted by the National Geodetic Survey in June 1991..
 MM0238
 MM0238.The geoid height was determined by GEOID03.
 MM0238
 MM0238.The dynamic height is computed by dividing the NAVD 88
 MM0238.geopotential number by the normal gravity value computed on the
 MM0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0238.degrees latitude (g = 980.6199 gals.).
 MM0238
 MM0238.The modeled gravity was interpolated from observed gravity values.
 MM0238
 MM0238;                    North         East    Units  Estimated Accuracy
 MM0238;SPC NE       -   178,240.      356,280.      MT  (+/- 180 meters Scaled)
 MM0238
 MM0238                          SUPERSEDED SURVEY CONTROL
 MM0238
 MM0238  NGVD 29 (??/??/92) 1085.410  (m)         3561.05   (f) ADJ UNCH    2 0
 MM0238
 MM0238.Superseded values are not recommended for survey control.
 MM0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0238.See file dsdata.txt to determine how the superseded data were derived.
 MM0238
 MM0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL727896(NAD 83)
 MM0238_MARKER: DB = BENCH MARK DISK
 MM0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0238_STAMPING: L 31 1934
 MM0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0238+STABILITY: SURFACE MOTION
 MM0238
 MM0238  HISTORY     - Date     Condition        Report By
 MM0238  HISTORY     - 1934     MONUMENTED       CGS
 MM0238  HISTORY     - 1941     GOOD             NGS
 MM0238
 MM0238                          STATION DESCRIPTION
 MM0238
 MM0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MM0238'11.8 MI S FROM ARTHUR.
 MM0238'11.8 MILES SOUTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR
 MM0238'COUNTY, 37 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 MM0238'AND 6 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0238'STAMPED L 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0093 ***********************************************************************
 ML0093  DESIGNATION -  L 310
 ML0093  PID         -  ML0093
 ML0093  STATE/COUNTY-  NE/WHEELER
 ML0093  USGS QUAD   -  SCHOOL NO. 20 (1985)
 ML0093
 ML0093                         *CURRENT SURVEY CONTROL
 ML0093  ___________________________________________________________________
 ML0093* NAD 83(1986)-  41 47 59.     (N)    098 27 01.     (W)     SCALED    
 ML0093* NAVD 88     -       651.955  (meters)    2138.96   (feet)  ADJUSTED  
 ML0093  ___________________________________________________________________
 ML0093  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 ML0093  DYNAMIC HT  -         651.652 (meters)    2137.96  (feet)  COMP
 ML0093  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 ML0093
 ML0093  VERT ORDER  -  SECOND    CLASS 0
 ML0093
 ML0093.The horizontal coordinates were scaled from a topographic map and have
 ML0093.an estimated accuracy of +/- 6 seconds.
 ML0093
 ML0093.The orthometric height was determined by differential leveling
 ML0093.and adjusted by the National Geodetic Survey in June 1991..
 ML0093
 ML0093.The geoid height was determined by GEOID03.
 ML0093
 ML0093.The dynamic height is computed by dividing the NAVD 88
 ML0093.geopotential number by the normal gravity value computed on the
 ML0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0093.degrees latitude (g = 980.6199 gals.).
 ML0093
 ML0093.The modeled gravity was interpolated from observed gravity values.
 ML0093
 ML0093;                    North         East    Units  Estimated Accuracy
 ML0093;SPC NE       -   219,470.      628,750.      MT  (+/- 180 meters Scaled)
 ML0093
 ML0093                          SUPERSEDED SURVEY CONTROL
 ML0093
 ML0093  NGVD 29 (??/??/92)  651.716  (m)         2138.17   (f) ADJ UNCH    2 0
 ML0093
 ML0093.Superseded values are not recommended for survey control.
 ML0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0093.See file dsdata.txt to determine how the superseded data were derived.
 ML0093
 ML0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM456276(NAD 83)
 ML0093_MARKER: DB = BENCH MARK DISK
 ML0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0093_STAMPING: L 310 1950
 ML0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0093+STABILITY: SURFACE MOTION
 ML0093
 ML0093  HISTORY     - Date     Condition        Report By
 ML0093  HISTORY     - 1950     MONUMENTED       CGS
 ML0093
 ML0093                          STATION DESCRIPTION
 ML0093
 ML0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0093'11.3 MI NW FROM SPALDING.
 ML0093'11.3 MILES NORTHWEST ALONG STATE HIGHWAY 101 FROM THE JUNCTION
 ML0093'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, 0.1 MILE NORTH OF A
 ML0093'T ROAD JUNCTION, AT THE EAST END OF AN EAST AND WEST ROW OF
 ML0093'TREES, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET
 ML0093'SOUTHWEST OF A TELEPHONE POLE, 24 FEET NORTH OF A FENCE CORNER,
 ML0093'1.5 FEET WEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST,
 ML0093'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0093'THE GROUND.  THIS MARK IS 1.1 MILES NORTH OF BENCH MARK K 310.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1672 ***********************************************************************
 MK1672  DESIGNATION -  L 311
 MK1672  PID         -  MK1672
 MK1672  STATE/COUNTY-  NE/BOONE
 MK1672  USGS QUAD   -  CLOSTER SE (1985)
 MK1672
 MK1672                         *CURRENT SURVEY CONTROL
 MK1672  ___________________________________________________________________
 MK1672* NAD 83(1986)-  41 50 37.     (N)    097 49 57.     (W)     SCALED    
 MK1672* NAVD 88     -       553.467  (meters)    1815.83   (feet)  ADJUSTED  
 MK1672  ___________________________________________________________________
 MK1672  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 MK1672  DYNAMIC HT  -         553.237 (meters)    1815.08  (feet)  COMP
 MK1672  MODELED GRAV-     980,188.4   (mgal)                       NAVD 88
 MK1672
 MK1672  VERT ORDER  -  SECOND    CLASS 0
 MK1672
 MK1672.The horizontal coordinates were scaled from a topographic map and have
 MK1672.an estimated accuracy of +/- 6 seconds.
 MK1672
 MK1672.The orthometric height was determined by differential leveling
 MK1672.and adjusted by the National Geodetic Survey in June 1991..
 MK1672
 MK1672.The geoid height was determined by GEOID03.
 MK1672
 MK1672.The dynamic height is computed by dividing the NAVD 88
 MK1672.geopotential number by the normal gravity value computed on the
 MK1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1672.degrees latitude (g = 980.6199 gals.).
 MK1672
 MK1672.The modeled gravity was interpolated from observed gravity values.
 MK1672
 MK1672;                    North         East    Units  Estimated Accuracy
 MK1672;SPC NE       -   225,450.      679,940.      MT  (+/- 180 meters Scaled)
 MK1672
 MK1672                          SUPERSEDED SURVEY CONTROL
 MK1672
 MK1672  NGVD 29 (??/??/92)  553.257  (m)         1815.14   (f) ADJ UNCH    2 0
 MK1672
 MK1672.Superseded values are not recommended for survey control.
 MK1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1672.See file dsdata.txt to determine how the superseded data were derived.
 MK1672
 MK1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM969330(NAD 83)
 MK1672_MARKER: DB = BENCH MARK DISK
 MK1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1672_STAMPING: L 311 1950
 MK1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1672+STABILITY: SURFACE MOTION
 MK1672
 MK1672  HISTORY     - Date     Condition        Report By
 MK1672  HISTORY     - 1950     MONUMENTED       CGS
 MK1672  HISTORY     - 1989     GOOD             LOCSUR
 MK1672
 MK1672                          STATION DESCRIPTION
 MK1672
 MK1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1672'9.5 MI NW FROM NEWMAN GROVE.
 MK1672'3.0 MILES WEST ALONG STATE HIGHWAY 91 FROM THE SHELL CREEK
 MK1672'LUTHERN CHURCH AT NEWMAN GROVE, THENCE 6.5 MILES NORTH ALONG A
 MK1672'GRAVELED ROAD, AT A ROAD INTERSECTION, 20 FEET WEST OF THE CENTER
 MK1672'LINE FO A NORTH AND SOUTH ROAD, 38 FEET NORTH OF THE CENTER LINE
 MK1672'OF AN EAST AND WEST ROAD, 9.5 FEET WEST OF A FENCE CORNER, 7 FEET
 MK1672'WEST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE, 1.5 FEET EAST
 MK1672'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1672'0.2 FOOT ABOVE THE GROUND.
 MK1672
 MK1672                          STATION RECOVERY (1989)
 MK1672
 MK1672'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1693 ***********************************************************************
 MK1693  DESIGNATION -  L 312
 MK1693  PID         -  MK1693
 MK1693  STATE/COUNTY-  NE/BOONE
 MK1693  USGS QUAD   -  CLOSTER SW (1985)
 MK1693
 MK1693                         *CURRENT SURVEY CONTROL
 MK1693  ___________________________________________________________________
 MK1693* NAD 83(1986)-  41 49 43.     (N)    097 55 56.     (W)     SCALED    
 MK1693* NAVD 88     -       568.052  (meters)    1863.68   (feet)  ADJUSTED  
 MK1693  ___________________________________________________________________
 MK1693  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 MK1693  DYNAMIC HT  -         567.811 (meters)    1862.89  (feet)  COMP
 MK1693  MODELED GRAV-     980,179.3   (mgal)                       NAVD 88
 MK1693
 MK1693  VERT ORDER  -  SECOND    CLASS 0
 MK1693
 MK1693.The horizontal coordinates were scaled from a topographic map and have
 MK1693.an estimated accuracy of +/- 6 seconds.
 MK1693
 MK1693.The orthometric height was determined by differential leveling
 MK1693.and adjusted by the National Geodetic Survey in June 1991..
 MK1693
 MK1693.The geoid height was determined by GEOID03.
 MK1693
 MK1693.The dynamic height is computed by dividing the NAVD 88
 MK1693.geopotential number by the normal gravity value computed on the
 MK1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1693.degrees latitude (g = 980.6199 gals.).
 MK1693
 MK1693.The modeled gravity was interpolated from observed gravity values.
 MK1693
 MK1693;                    North         East    Units  Estimated Accuracy
 MK1693;SPC NE       -   223,580.      671,700.      MT  (+/- 180 meters Scaled)
 MK1693
 MK1693                          SUPERSEDED SURVEY CONTROL
 MK1693
 MK1693  NGVD 29 (??/??/92)  567.836  (m)         1862.98   (f) ADJ UNCH    2 0
 MK1693
 MK1693.Superseded values are not recommended for survey control.
 MK1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1693.See file dsdata.txt to determine how the superseded data were derived.
 MK1693
 MK1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM886312(NAD 83)
 MK1693_MARKER: DB = BENCH MARK DISK
 MK1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1693_STAMPING: L 312 1950
 MK1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1693+STABILITY: SURFACE MOTION
 MK1693
 MK1693  HISTORY     - Date     Condition        Report By
 MK1693  HISTORY     - 1950     MONUMENTED       CGS
 MK1693  HISTORY     - 1989     GOOD             LOCSUR
 MK1693
 MK1693                          STATION DESCRIPTION
 MK1693
 MK1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1693'9.6 MI E FROM PETERSBURG.
 MK1693'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER
 MK1693'AT PETERSBURG, THENCE 4.9 MILES EAST ALONG A GRAVELED ROAD,
 MK1693'THENCE 1.5 MILES SOUTH ALONG A DIRT ROAD, THENCE 2.9 MILES EAST
 MK1693'ALONG A DIRT ROAD, ON THE SIDE OF A HILL WHICH SLOPES TO THE WEST,
 MK1693'121 FEET WEST OF A FENCE CORNER, 51 FEET EAST OF A POWER POLE,
 MK1693'31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A
 MK1693'FENCE, 3.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 MK1693'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1693
 MK1693                          STATION RECOVERY (1989)
 MK1693
 MK1693'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1321 ***********************************************************************
 NM1321  DESIGNATION -  L 313
 NM1321  PID         -  NM1321
 NM1321  STATE/COUNTY-  NE/ANTELOPE
 NM1321  USGS QUAD   -  OAKDALE (1963)
 NM1321
 NM1321                         *CURRENT SURVEY CONTROL
 NM1321  ___________________________________________________________________
 NM1321* NAD 83(1986)-  42 03 34.     (N)    097 52 40.     (W)     SCALED    
 NM1321* NAVD 88     -       513.464  (meters)    1684.59   (feet)  ADJUSTED  
 NM1321  ___________________________________________________________________
 NM1321  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 NM1321  DYNAMIC HT  -         513.259 (meters)    1683.92  (feet)  COMP
 NM1321  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 NM1321
 NM1321  VERT ORDER  -  SECOND    CLASS 0
 NM1321
 NM1321.The horizontal coordinates were scaled from a topographic map and have
 NM1321.an estimated accuracy of +/- 6 seconds.
 NM1321
 NM1321.The orthometric height was determined by differential leveling
 NM1321.and adjusted by the National Geodetic Survey in June 1991..
 NM1321
 NM1321.The geoid height was determined by GEOID03.
 NM1321
 NM1321.The dynamic height is computed by dividing the NAVD 88
 NM1321.geopotential number by the normal gravity value computed on the
 NM1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1321.degrees latitude (g = 980.6199 gals.).
 NM1321
 NM1321.The modeled gravity was interpolated from observed gravity values.
 NM1321
 NM1321;                    North         East    Units  Estimated Accuracy
 NM1321;SPC NE       -   249,310.      675,600.      MT  (+/- 180 meters Scaled)
 NM1321
 NM1321                          SUPERSEDED SURVEY CONTROL
 NM1321
 NM1321  NGVD 29 (??/??/92)  513.257  (m)         1683.91   (f) ADJ UNCH    2 0
 NM1321
 NM1321.Superseded values are not recommended for survey control.
 NM1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1321.See file dsdata.txt to determine how the superseded data were derived.
 NM1321
 NM1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM928569(NAD 83)
 NM1321_MARKER: DB = BENCH MARK DISK
 NM1321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1321_SP_SET: BRIDGE
 NM1321_STAMPING: L 313 1950
 NM1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1321
 NM1321  HISTORY     - Date     Condition        Report By
 NM1321  HISTORY     - 1950     MONUMENTED       CGS
 NM1321  HISTORY     - 1981     GOOD             LOCSUR
 NM1321
 NM1321                          STATION DESCRIPTION
 NM1321
 NM1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NM1321'2.4 MI NW FROM TILDEN.
 NM1321'2.35 MILES NORTHWEST ALONG U.S. HIGHWAY 275 FROM THE CHICAGO
 NM1321'AND NORTH WESTERN RAILROAD STATION AT TILDEN, 71 FEET NORTH OF
 NM1321'THE NORTH RAIL, AT THE EAST END OF RAILROAD BRIDGE 194, 16 FEET
 NM1321'SOUTH OF THE CENTER LINE OF THE HIGHWAY, LEVEL WITH THE HIGHWAY,
 NM1321'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF THE EAST END OF
 NM1321'HIGHWAY BRIDGE 3049.
 NM1321
 NM1321                          STATION RECOVERY (1981)
 NM1321
 NM1321'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NM1321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0946 ***********************************************************************
 ML0946  DESIGNATION -  L 314
 ML0946  PID         -  ML0946
 ML0946  STATE/COUNTY-  NE/BLAINE
 ML0946  USGS QUAD   -  BREWSTER SW (1974)
 ML0946
 ML0946                         *CURRENT SURVEY CONTROL
 ML0946  ___________________________________________________________________
 ML0946* NAD 83(1986)-  41 51 30.     (N)    099 53 56.     (W)     SCALED    
 ML0946* NAVD 88     -       788.176  (meters)    2585.87   (feet)  ADJUSTED  
 ML0946  ___________________________________________________________________
 ML0946  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 ML0946  DYNAMIC HT  -         787.788 (meters)    2584.60  (feet)  COMP
 ML0946  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 ML0946
 ML0946  VERT ORDER  -  SECOND    CLASS 0
 ML0946
 ML0946.The horizontal coordinates were scaled from a topographic map and have
 ML0946.an estimated accuracy of +/- 6 seconds.
 ML0946
 ML0946.The orthometric height was determined by differential leveling
 ML0946.and adjusted by the National Geodetic Survey in June 1991..
 ML0946
 ML0946.The geoid height was determined by GEOID03.
 ML0946
 ML0946.The dynamic height is computed by dividing the NAVD 88
 ML0946.geopotential number by the normal gravity value computed on the
 ML0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0946.degrees latitude (g = 980.6199 gals.).
 ML0946
 ML0946.The modeled gravity was interpolated from observed gravity values.
 ML0946
 ML0946;                    North         East    Units  Estimated Accuracy
 ML0946;SPC NE       -   224,830.      508,390.      MT  (+/- 180 meters Scaled)
 ML0946
 ML0946                          SUPERSEDED SURVEY CONTROL
 ML0946
 ML0946  NGVD 29 (??/??/92)  787.892  (m)         2584.94   (f) ADJ UNCH    2 0
 ML0946
 ML0946.Superseded values are not recommended for survey control.
 ML0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0946.See file dsdata.txt to determine how the superseded data were derived.
 ML0946
 ML0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM253344(NAD 83)
 ML0946_MARKER: DB = BENCH MARK DISK
 ML0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0946_STAMPING: L 314 1950
 ML0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0946+STABILITY: SURFACE MOTION
 ML0946
 ML0946  HISTORY     - Date     Condition        Report By
 ML0946  HISTORY     - 1950     MONUMENTED       CGS
 ML0946
 ML0946                          STATION DESCRIPTION
 ML0946
 ML0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0946'8.9 MI S FROM BREWSTER.
 ML0946'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE
 ML0946'AT BREWSTER, THENCE 3.4 MILES SOUTHEAST ALONG A WINDING SAND
 ML0946'ROAD, THENCE 2.1 MILES SOUTH ALONG A WINDING SAND ROAD, AT THE
 ML0946'TOP OF A HILL, 250 FEET SOUTHWEST OF A WINDMILL, 72 FEET SOUTH
 ML0946'OF THE CENTER OF A GATE, 32 FEET NORTH OF A FENCE CORNER, 36
 ML0946'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A
 ML0946'FENCE, 1.9 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0946'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0860 ***********************************************************************
 LH0860  DESIGNATION -  L 315
 LH0860  PID         -  LH0860
 LH0860  STATE/COUNTY-  NE/DAWSON
 LH0860  USGS QUAD   -  SUMNER (1962)
 LH0860
 LH0860                         *CURRENT SURVEY CONTROL
 LH0860  ___________________________________________________________________
 LH0860* NAD 83(1986)-  40 57 16.     (N)    099 31 50.     (W)     SCALED    
 LH0860* NAVD 88     -       725.495  (meters)    2380.23   (feet)  ADJUSTED  
 LH0860  ___________________________________________________________________
 LH0860  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 LH0860  DYNAMIC HT  -         725.085 (meters)    2378.88  (feet)  COMP
 LH0860  MODELED GRAV-     980,035.2   (mgal)                       NAVD 88
 LH0860
 LH0860  VERT ORDER  -  SECOND    CLASS 0
 LH0860
 LH0860.The horizontal coordinates were scaled from a topographic map and have
 LH0860.an estimated accuracy of +/- 6 seconds.
 LH0860
 LH0860.The orthometric height was determined by differential leveling
 LH0860.and adjusted by the National Geodetic Survey in June 1991..
 LH0860
 LH0860.The geoid height was determined by GEOID03.
 LH0860
 LH0860.The dynamic height is computed by dividing the NAVD 88
 LH0860.geopotential number by the normal gravity value computed on the
 LH0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0860.degrees latitude (g = 980.6199 gals.).
 LH0860
 LH0860.The modeled gravity was interpolated from observed gravity values.
 LH0860
 LH0860;                    North         East    Units  Estimated Accuracy
 LH0860;SPC NE       -   124,580.      539,510.      MT  (+/- 180 meters Scaled)
 LH0860
 LH0860                          SUPERSEDED SURVEY CONTROL
 LH0860
 LH0860  NGVD 29 (??/??/92)  725.228  (m)         2379.35   (f) ADJ UNCH    2 0
 LH0860
 LH0860.Superseded values are not recommended for survey control.
 LH0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0860.See file dsdata.txt to determine how the superseded data were derived.
 LH0860
 LH0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML553338(NAD 83)
 LH0860_MARKER: DB = BENCH MARK DISK
 LH0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0860_STAMPING: L 315 1950
 LH0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0860+STABILITY: SURFACE MOTION
 LH0860
 LH0860  HISTORY     - Date     Condition        Report By
 LH0860  HISTORY     - 1950     MONUMENTED       CGS
 LH0860  HISTORY     - 1983     GOOD             LOCSUR
 LH0860
 LH0860                          STATION DESCRIPTION
 LH0860
 LH0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0860'1.2 MI W FROM SUMNER.
 LH0860'1.2 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 LH0860'UNION PACIFIC RAILWAY STATION AT SUMNER, 43.8 FEET SOUTH OF THE
 LH0860'SOUTH RAIL OF THE TRACK, 37 FEET NORTH OF THE CENTER LINE OF
 LH0860'NEBRASKA STATE HIGHWAY NO. 40, 34 FEET SOUTHWEST OF THE SUMNER
 LH0860'ONE MILE SIGN, 2.1 FEET NORTH OF A RIGHT OF WAY FENCE, 1.4 FEET
 LH0860'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.4 FOOT
 LH0860'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LH0860
 LH0860                          STATION RECOVERY (1983)
 LH0860
 LH0860'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0758 ***********************************************************************
 ML0758  DESIGNATION -  L 316
 ML0758  PID         -  ML0758
 ML0758  STATE/COUNTY-  NE/DAWSON
 ML0758  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0758
 ML0758                         *CURRENT SURVEY CONTROL
 ML0758  ___________________________________________________________________
 ML0758* NAD 83(1986)-  41 00 53.     (N)    099 44 58.     (W)     SCALED    
 ML0758* NAVD 88     -       782.830  (meters)    2568.33   (feet)  ADJUSTED  
 ML0758  ___________________________________________________________________
 ML0758  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 ML0758  DYNAMIC HT  -         782.375 (meters)    2566.84  (feet)  COMP
 ML0758  MODELED GRAV-     980,016.3   (mgal)                       NAVD 88
 ML0758
 ML0758  VERT ORDER  -  SECOND    CLASS 0
 ML0758
 ML0758.The horizontal coordinates were scaled from a topographic map and have
 ML0758.an estimated accuracy of +/- 6 seconds.
 ML0758
 ML0758.The orthometric height was determined by differential leveling
 ML0758.and adjusted by the National Geodetic Survey in June 1991..
 ML0758
 ML0758.The geoid height was determined by GEOID03.
 ML0758
 ML0758.The dynamic height is computed by dividing the NAVD 88
 ML0758.geopotential number by the normal gravity value computed on the
 ML0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0758.degrees latitude (g = 980.6199 gals.).
 ML0758
 ML0758.The modeled gravity was interpolated from observed gravity values.
 ML0758
 ML0758;                    North         East    Units  Estimated Accuracy
 ML0758;SPC NE       -   131,200.      521,070.      MT  (+/- 180 meters Scaled)
 ML0758
 ML0758                          SUPERSEDED SURVEY CONTROL
 ML0758
 ML0758  NGVD 29 (??/??/92)  782.529  (m)         2567.35   (f) ADJ UNCH    2 0
 ML0758
 ML0758.Superseded values are not recommended for survey control.
 ML0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0758.See file dsdata.txt to determine how the superseded data were derived.
 ML0758
 ML0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML369406(NAD 83)
 ML0758_MARKER: DB = BENCH MARK DISK
 ML0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0758_STAMPING: L 316 1950
 ML0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0758+STABILITY: SURFACE MOTION
 ML0758
 ML0758  HISTORY     - Date     Condition        Report By
 ML0758  HISTORY     - 1950     MONUMENTED       CGS
 ML0758
 ML0758                          STATION DESCRIPTION
 ML0758
 ML0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0758'9.2 MI S FROM OCONTO.
 ML0758'9.25 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 ML0758'OCONTO, 161 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A WINDMILL
 ML0758'TOWER, 59 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET
 ML0758'WEST OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, SET IN THE
 ML0758'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0060 ***********************************************************************
 MM0060  DESIGNATION -  L 317
 MM0060  PID         -  MM0060
 MM0060  STATE/COUNTY-  NE/CUSTER
 MM0060  USGS QUAD   -  MURPHY TABLE (1972)
 MM0060
 MM0060                         *CURRENT SURVEY CONTROL
 MM0060  ___________________________________________________________________
 MM0060* NAD 83(1986)-  41 21 53.     (N)    100 01 32.     (W)     SCALED    
 MM0060* NAVD 88     -       797.637  (meters)    2616.91   (feet)  ADJUSTED  
 MM0060  ___________________________________________________________________
 MM0060  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 MM0060  DYNAMIC HT  -         797.202 (meters)    2615.49  (feet)  COMP
 MM0060  MODELED GRAV-     980,050.5   (mgal)                       NAVD 88
 MM0060
 MM0060  VERT ORDER  -  SECOND    CLASS 0
 MM0060
 MM0060.The horizontal coordinates were scaled from a topographic map and have
 MM0060.an estimated accuracy of +/- 6 seconds.
 MM0060
 MM0060.The orthometric height was determined by differential leveling
 MM0060.and adjusted by the National Geodetic Survey in June 1991..
 MM0060
 MM0060.The geoid height was determined by GEOID03.
 MM0060
 MM0060.The dynamic height is computed by dividing the NAVD 88
 MM0060.geopotential number by the normal gravity value computed on the
 MM0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0060.degrees latitude (g = 980.6199 gals.).
 MM0060
 MM0060.The modeled gravity was interpolated from observed gravity values.
 MM0060
 MM0060;                    North         East    Units  Estimated Accuracy
 MM0060;SPC NE       -   170,020.      497,860.      MT  (+/- 180 meters Scaled)
 MM0060
 MM0060                          SUPERSEDED SURVEY CONTROL
 MM0060
 MM0060  NGVD 29 (??/??/92)  797.386  (m)         2616.09   (f) ADJ UNCH    2 0
 MM0060
 MM0060.Superseded values are not recommended for survey control.
 MM0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0060.See file dsdata.txt to determine how the superseded data were derived.
 MM0060
 MM0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML142797(NAD 83)
 MM0060_MARKER: DB = BENCH MARK DISK
 MM0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0060_STAMPING: L 317 1950
 MM0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0060+STABILITY: SURFACE MOTION
 MM0060
 MM0060  HISTORY     - Date     Condition        Report By
 MM0060  HISTORY     - 1950     MONUMENTED       CGS
 MM0060  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0060
 MM0060                          STATION DESCRIPTION
 MM0060
 MM0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0060'11.8 MI SE FROM ARNOLD.
 MM0060'3.0 MILES EAST ALONG U.S. HIGHWAY NO. 83 AND NEBRASKA STATE
 MM0060'HIGHWAY NO. 92 FROM THE UNION PACIFIC RAILWAY STATION AT ARNOLD,
 MM0060'THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.1 MILES
 MM0060'SOUTHEAST ALONG A GRAVELED ROAD, THENCE 1.15 MILES EAST ALONG A
 MM0060'GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD,
 MM0060'THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTH
 MM0060'ALONG A GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD,
 MM0060'THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 MM0060'EAST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A
 MM0060'GRAVELED ROAD, AT THE MILDALE SCHOOLHOUSE DIST. NO. 203, 60
 MM0060'FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 41 FEET NORTH
 MM0060'OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 26 FEET EAST OF THE
 MM0060'ROAD RIGHT OF WAY FENCE, 1.3 FEET SOUTH OF A FENCE LINE LEADING EAST,
 MM0060'1.5 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5 FOOT
 MM0060'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MM0060
 MM0060                          STATION RECOVERY (1972)
 MM0060
 MM0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0595 ***********************************************************************
 ML0595  DESIGNATION -  L 318
 ML0595  PID         -  ML0595
 ML0595  STATE/COUNTY-  NE/CUSTER
 ML0595  USGS QUAD   -  SARGENT WEST (1978)
 ML0595
 ML0595                         *CURRENT SURVEY CONTROL
 ML0595  ___________________________________________________________________
 ML0595* NAD 83(1986)-  41 39 14.     (N)    099 23 05.     (W)     SCALED    
 ML0595* NAVD 88     -       711.471  (meters)    2334.22   (feet)  ADJUSTED  
 ML0595  ___________________________________________________________________
 ML0595  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 ML0595  DYNAMIC HT  -         711.118 (meters)    2333.06  (feet)  COMP
 ML0595  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 ML0595
 ML0595  VERT ORDER  -  SECOND    CLASS 0
 ML0595
 ML0595.The horizontal coordinates were scaled from a topographic map and have
 ML0595.an estimated accuracy of +/- 6 seconds.
 ML0595
 ML0595.The orthometric height was determined by differential leveling
 ML0595.and adjusted by the National Geodetic Survey in June 1991..
 ML0595
 ML0595.The geoid height was determined by GEOID03.
 ML0595
 ML0595.The dynamic height is computed by dividing the NAVD 88
 ML0595.geopotential number by the normal gravity value computed on the
 ML0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0595.degrees latitude (g = 980.6199 gals.).
 ML0595
 ML0595.The modeled gravity was interpolated from observed gravity values.
 ML0595
 ML0595;                    North         East    Units  Estimated Accuracy
 ML0595;SPC NE       -   202,310.      551,230.      MT  (+/- 180 meters Scaled)
 ML0595
 ML0595                          SUPERSEDED SURVEY CONTROL
 ML0595
 ML0595  NGVD 29 (??/??/92)  711.216  (m)         2333.38   (f) ADJ UNCH    2 0
 ML0595
 ML0595.Superseded values are not recommended for survey control.
 ML0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0595.See file dsdata.txt to determine how the superseded data were derived.
 ML0595
 ML0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM679114(NAD 83)
 ML0595_MARKER: DB = BENCH MARK DISK
 ML0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0595_STAMPING: L 318 1950
 ML0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0595+STABILITY: SURFACE MOTION
 ML0595
 ML0595  HISTORY     - Date     Condition        Report By
 ML0595  HISTORY     - 1950     MONUMENTED       CGS
 ML0595
 ML0595                          STATION DESCRIPTION
 ML0595
 ML0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0595'1.8 MI NW FROM SARGENT.
 ML0595'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0595'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, AT A ROAD
 ML0595'INTERSECTION, 178 FEET SOUTH OF THE CENTER LINE OF AN EAST
 ML0595'AND WEST ROAD, 63 FEET EAST OF A POWER POLE, 35 FEET EAST OF
 ML0595'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1.8 FEET EAST OF A
 ML0595'FENCE, 1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0595'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0866 ***********************************************************************
 ML0866  DESIGNATION -  L 319
 ML0866  PID         -  ML0866
 ML0866  STATE/COUNTY-  NE/LOUP
 ML0866  USGS QUAD   -  ALMERIA (1978)
 ML0866
 ML0866                         *CURRENT SURVEY CONTROL
 ML0866  ___________________________________________________________________
 ML0866* NAD 83(1986)-  41 49 42.     (N)    099 32 21.     (W)     SCALED    
 ML0866* NAVD 88     -       720.012  (meters)    2362.24   (feet)  ADJUSTED  
 ML0866  ___________________________________________________________________
 ML0866  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 ML0866  DYNAMIC HT  -         719.668 (meters)    2361.11  (feet)  COMP
 ML0866  MODELED GRAV-     980,120.7   (mgal)                       NAVD 88
 ML0866
 ML0866  VERT ORDER  -  SECOND    CLASS 0
 ML0866
 ML0866.The horizontal coordinates were scaled from a topographic map and have
 ML0866.an estimated accuracy of +/- 6 seconds.
 ML0866
 ML0866.The orthometric height was determined by differential leveling
 ML0866.and adjusted by the National Geodetic Survey in June 1991..
 ML0866
 ML0866.The geoid height was determined by GEOID03.
 ML0866
 ML0866.The dynamic height is computed by dividing the NAVD 88
 ML0866.geopotential number by the normal gravity value computed on the
 ML0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0866.degrees latitude (g = 980.6199 gals.).
 ML0866
 ML0866.The modeled gravity was interpolated from observed gravity values.
 ML0866
 ML0866;                    North         East    Units  Estimated Accuracy
 ML0866;SPC NE       -   221,600.      538,270.      MT  (+/- 180 meters Scaled)
 ML0866
 ML0866                          SUPERSEDED SURVEY CONTROL
 ML0866
 ML0866  NGVD 29 (??/??/92)  719.747  (m)         2361.37   (f) ADJ UNCH    2 0
 ML0866
 ML0866.Superseded values are not recommended for survey control.
 ML0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0866.See file dsdata.txt to determine how the superseded data were derived.
 ML0866
 ML0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM552308(NAD 83)
 ML0866_MARKER: DB = BENCH MARK DISK
 ML0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0866_SP_SET: CULVERT
 ML0866_STAMPING: L 319 1950
 ML0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0866
 ML0866  HISTORY     - Date     Condition        Report By
 ML0866  HISTORY     - 1950     MONUMENTED       CGS
 ML0866
 ML0866                          STATION DESCRIPTION
 ML0866
 ML0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0866'1 MI W FROM ALMERIA.
 ML0866'1.0 MILE WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0866'ALMERIA, 300 FEET EAST OF THE EXTENDED CENTER LINE OF A PRIVATE
 ML0866'FARM DRIVE LEADING SOUTH, 20 FEET NORTH OF THE CENTER LINE OF THE
 ML0866'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF
 ML0866'AN 18 FOOT CONCRETE CULVERT, 1.6 FEET EAST OF THE WEST END OF THE
 ML0866'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0271 ***********************************************************************
 MM0271  DESIGNATION -  L 32
 MM0271  PID         -  MM0271
 MM0271  STATE/COUNTY-  NE/GRANT
 MM0271  USGS QUAD   -  PRATT VALLEY (1985)
 MM0271
 MM0271                         *CURRENT SURVEY CONTROL
 MM0271  ___________________________________________________________________
 MM0271* NAD 83(1986)-  41 59 43.     (N)    101 44 05.     (W)     SCALED    
 MM0271* NAVD 88     -      1130.118  (meters)    3707.73   (feet)  ADJUSTED  
 MM0271  ___________________________________________________________________
 MM0271  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 MM0271  DYNAMIC HT  -        1129.485 (meters)    3705.65  (feet)  COMP
 MM0271  MODELED GRAV-     980,022.7   (mgal)                       NAVD 88
 MM0271
 MM0271  VERT ORDER  -  SECOND    CLASS 0
 MM0271
 MM0271.The horizontal coordinates were scaled from a topographic map and have
 MM0271.an estimated accuracy of +/- 6 seconds.
 MM0271
 MM0271.The orthometric height was determined by differential leveling
 MM0271.and adjusted by the National Geodetic Survey in June 1991..
 MM0271
 MM0271.The geoid height was determined by GEOID03.
 MM0271
 MM0271.The dynamic height is computed by dividing the NAVD 88
 MM0271.geopotential number by the normal gravity value computed on the
 MM0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0271.degrees latitude (g = 980.6199 gals.).
 MM0271
 MM0271.The modeled gravity was interpolated from observed gravity values.
 MM0271
 MM0271;                    North         East    Units  Estimated Accuracy
 MM0271;SPC NE       -   241,480.      356,320.      MT  (+/- 180 meters Scaled)
 MM0271
 MM0271                          SUPERSEDED SURVEY CONTROL
 MM0271
 MM0271  NGVD 29 (??/??/92) 1129.644  (m)         3706.17   (f) ADJ UNCH    2 0
 MM0271
 MM0271.Superseded values are not recommended for survey control.
 MM0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0271.See file dsdata.txt to determine how the superseded data were derived.
 MM0271
 MM0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM734528(NAD 83)
 MM0271_MARKER: DT = TOPOGRAPHIC STATION DISK
 MM0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0271_STAMPING: L 32 1934
 MM0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0271+STABILITY: SURFACE MOTION
 MM0271
 MM0271  HISTORY     - Date     Condition        Report By
 MM0271  HISTORY     - 1934     MONUMENTED       CGS
 MM0271  HISTORY     - 1948     MARK NOT FOUND   USGS
 MM0271
 MM0271                          STATION DESCRIPTION
 MM0271
 MM0271'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MM0271'1.3 MI E FROM HYANNIS.
 MM0271'1.3 MILES EAST ALONG STATE HIGHWAY 2 FROM HYANNIS, GRANT COUNTY,
 MM0271'AT THE JUNCTION WITH STATE HIGHWAY 61, 35 FEET NORTH OF THE
 MM0271'CENTERLINE OF STATE HIGHWAY 2, 12 FEET EAST OF THE NORTH-AND-SOUTH
 MM0271'FENCE, AND 6 FEET NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD
 MM0271'DISK, STAMPED L 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0846 ***********************************************************************
 LH0846  DESIGNATION -  L 320
 LH0846  PID         -  LH0846
 LH0846  STATE/COUNTY-  NE/DAWSON
 LH0846  USGS QUAD   -  BUFFALO (1962)
 LH0846
 LH0846                         *CURRENT SURVEY CONTROL
 LH0846  ___________________________________________________________________
 LH0846* NAD 83(1986)-  40 57 37.     (N)    099 50 44.     (W)     SCALED    
 LH0846* NAVD 88     -       778.247  (meters)    2553.30   (feet)  ADJUSTED  
 LH0846  ___________________________________________________________________
 LH0846  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 LH0846  DYNAMIC HT  -         777.795 (meters)    2551.82  (feet)  COMP
 LH0846  MODELED GRAV-     980,016.5   (mgal)                       NAVD 88
 LH0846
 LH0846  VERT ORDER  -  SECOND    CLASS 0
 LH0846
 LH0846.The horizontal coordinates were scaled from a topographic map and have
 LH0846.an estimated accuracy of +/- 6 seconds.
 LH0846
 LH0846.The orthometric height was determined by differential leveling
 LH0846.and adjusted by the National Geodetic Survey in June 1991..
 LH0846
 LH0846.The geoid height was determined by GEOID03.
 LH0846
 LH0846.The dynamic height is computed by dividing the NAVD 88
 LH0846.geopotential number by the normal gravity value computed on the
 LH0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0846.degrees latitude (g = 980.6199 gals.).
 LH0846
 LH0846.The modeled gravity was interpolated from observed gravity values.
 LH0846
 LH0846;                    North         East    Units  Estimated Accuracy
 LH0846;SPC NE       -   125,130.      513,000.      MT  (+/- 180 meters Scaled)
 LH0846
 LH0846                          SUPERSEDED SURVEY CONTROL
 LH0846
 LH0846  NGVD 29 (??/??/92)  777.948  (m)         2552.32   (f) ADJ UNCH    2 0
 LH0846
 LH0846.Superseded values are not recommended for survey control.
 LH0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0846.See file dsdata.txt to determine how the superseded data were derived.
 LH0846
 LH0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML288346(NAD 83)
 LH0846_MARKER: DB = BENCH MARK DISK
 LH0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0846_STAMPING: L 320 1950
 LH0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0846+STABILITY: SURFACE MOTION
 LH0846
 LH0846  HISTORY     - Date     Condition        Report By
 LH0846  HISTORY     - 1950     MONUMENTED       CGS
 LH0846
 LH0846                          STATION DESCRIPTION
 LH0846
 LH0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0846'2.7 MI SW FROM BUFFALO.
 LH0846'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LH0846'BUFFALO, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.0
 LH0846'MILES SOUTH ALONG A GRAVELED ROAD, 59 FEET WEST OF THE CENTER
 LH0846'LINE OF A NORTH AND SOUTH ROAD, 45 FEET SOUTH OF THE CENTER LINE
 LH0846'OF A ROAD LEADING WEST, 12 FEET WEST OF A FENCE CORNER, 7 FEET
 LH0846'EAST OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE, 1.8 FEET
 LH0846'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0846'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0785 ***********************************************************************
 ML0785  DESIGNATION -  L 321
 ML0785  PID         -  ML0785
 ML0785  STATE/COUNTY-  NE/CUSTER
 ML0785  USGS QUAD   -  OCONTO (1974)
 ML0785
 ML0785                         *CURRENT SURVEY CONTROL
 ML0785  ___________________________________________________________________
 ML0785* NAD 83(1986)-  41 11 40.     (N)    099 50 05.     (W)     SCALED    
 ML0785* NAVD 88     -       802.332  (meters)    2632.32   (feet)  ADJUSTED  
 ML0785  ___________________________________________________________________
 ML0785  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 ML0785  DYNAMIC HT  -         801.890 (meters)    2630.87  (feet)  COMP
 ML0785  MODELED GRAV-     980,046.7   (mgal)                       NAVD 88
 ML0785
 ML0785  VERT ORDER  -  SECOND    CLASS 0
 ML0785
 ML0785.The horizontal coordinates were scaled from a topographic map and have
 ML0785.an estimated accuracy of +/- 6 seconds.
 ML0785
 ML0785.The orthometric height was determined by differential leveling
 ML0785.and adjusted by the National Geodetic Survey in June 1991..
 ML0785
 ML0785.The geoid height was determined by GEOID03.
 ML0785
 ML0785.The dynamic height is computed by dividing the NAVD 88
 ML0785.geopotential number by the normal gravity value computed on the
 ML0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0785.degrees latitude (g = 980.6199 gals.).
 ML0785
 ML0785.The modeled gravity was interpolated from observed gravity values.
 ML0785
 ML0785;                    North         East    Units  Estimated Accuracy
 ML0785;SPC NE       -   151,130.      513,860.      MT  (+/- 180 meters Scaled)
 ML0785
 ML0785                          SUPERSEDED SURVEY CONTROL
 ML0785
 ML0785  NGVD 29 (??/??/92)  802.063  (m)         2631.43   (f) ADJ UNCH    2 0
 ML0785
 ML0785.Superseded values are not recommended for survey control.
 ML0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0785.See file dsdata.txt to determine how the superseded data were derived.
 ML0785
 ML0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML300606(NAD 83)
 ML0785_MARKER: DB = BENCH MARK DISK
 ML0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0785_STAMPING: L 321 1950
 ML0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0785+STABILITY: SURFACE MOTION
 ML0785
 ML0785  HISTORY     - Date     Condition        Report By
 ML0785  HISTORY     - 1950     MONUMENTED       CGS
 ML0785
 ML0785                          STATION DESCRIPTION
 ML0785
 ML0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0785'5.2 MI NW FROM OCONTO.
 ML0785'5.2 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0785'RAILROAD STATION AT OCONTO, 36 FEET NORTHEAST OF THE CENTER LINE
 ML0785'OF THE HIGHWAY, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 ML0785'UNION PACIFIC RAILROAD, 6 FEET NORTH OF A TELEPHONE POLE, 3 FEET
 ML0785'NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, 6 1/2
 ML0785'RAILS SOUTHEAST OF RAILROAD BRIDGE 57.40, SET IN THE TOP OF A
 ML0785'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0303 ***********************************************************************
 ML0303  DESIGNATION -  L 322
 ML0303  PID         -  ML0303
 ML0303  STATE/COUNTY-  NE/SHERMAN
 ML0303  USGS QUAD   -  LOUP CITY SE (1978)
 ML0303
 ML0303                         *CURRENT SURVEY CONTROL
 ML0303  ___________________________________________________________________
 ML0303* NAD 83(1986)-  41 17 04.     (N)    098 52 02.     (W)     SCALED    
 ML0303* NAVD 88     -       637.780  (meters)    2092.45   (feet)  ADJUSTED  
 ML0303  ___________________________________________________________________
 ML0303  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 ML0303  DYNAMIC HT  -         637.452 (meters)    2091.37  (feet)  COMP
 ML0303  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 ML0303
 ML0303  VERT ORDER  -  FIRST     CLASS II
 ML0303
 ML0303.The horizontal coordinates were scaled from a topographic map and have
 ML0303.an estimated accuracy of +/- 6 seconds.
 ML0303
 ML0303.The orthometric height was determined by differential leveling
 ML0303.and adjusted by the National Geodetic Survey in June 1991..
 ML0303
 ML0303.The geoid height was determined by GEOID03.
 ML0303
 ML0303.The dynamic height is computed by dividing the NAVD 88
 ML0303.geopotential number by the normal gravity value computed on the
 ML0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0303.degrees latitude (g = 980.6199 gals.).
 ML0303
 ML0303.The modeled gravity was interpolated from observed gravity values.
 ML0303
 ML0303;                    North         East    Units  Estimated Accuracy
 ML0303;SPC NE       -   161,730.      594,860.      MT  (+/- 180 meters Scaled)
 ML0303
 ML0303                          SUPERSEDED SURVEY CONTROL
 ML0303
 ML0303  NGVD 29 (??/??/92)  637.533  (m)         2091.64   (f) ADJ UNCH    1 2
 ML0303
 ML0303.Superseded values are not recommended for survey control.
 ML0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0303.See file dsdata.txt to determine how the superseded data were derived.
 ML0303
 ML0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL111703(NAD 83)
 ML0303_MARKER: DB = BENCH MARK DISK
 ML0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0303_STAMPING: L 322 1950
 ML0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0303+STABILITY: SURFACE MOTION
 ML0303
 ML0303  HISTORY     - Date     Condition        Report By
 ML0303  HISTORY     - 1950     MONUMENTED       CGS
 ML0303
 ML0303                          STATION DESCRIPTION
 ML0303
 ML0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0303'4.7 MI NW FROM ASHTON.
 ML0303'4.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0303'RAILROAD FROM THE STATION AT ASHTON, 12 RAILS EAST OF BRIDGE
 ML0303'33.75, 46 FEET NORTH OF THE NORTH RAIL, 11 FEET WEST OF THE
 ML0303'CENTER OF AN IRON FRAME GATE, 1.3 FEET SOUTH OF A FENCE, 2 FEET
 ML0303'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0303'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0723 ***********************************************************************
 ML0723  DESIGNATION -  L 323
 ML0723  PID         -  ML0723
 ML0723  STATE/COUNTY-  NE/VALLEY
 ML0723  USGS QUAD   -  ARCADIA EAST (1978)
 ML0723
 ML0723                         *CURRENT SURVEY CONTROL
 ML0723  ___________________________________________________________________
 ML0723* NAD 83(1986)-  41 26 16.     (N)    099 02 22.     (W)     SCALED    
 ML0723* NAVD 88     -       690.532  (meters)    2265.52   (feet)  ADJUSTED  
 ML0723  ___________________________________________________________________
 ML0723  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 ML0723  DYNAMIC HT  -         690.184 (meters)    2264.38  (feet)  COMP
 ML0723  MODELED GRAV-     980,097.6   (mgal)                       NAVD 88
 ML0723
 ML0723  VERT ORDER  -  SECOND    CLASS 0
 ML0723
 ML0723.The horizontal coordinates were scaled from a topographic map and have
 ML0723.an estimated accuracy of +/- 6 seconds.
 ML0723
 ML0723.The orthometric height was determined by differential leveling
 ML0723.and adjusted by the National Geodetic Survey in June 1991..
 ML0723
 ML0723.The geoid height was determined by GEOID03.
 ML0723
 ML0723.The dynamic height is computed by dividing the NAVD 88
 ML0723.geopotential number by the normal gravity value computed on the
 ML0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0723.degrees latitude (g = 980.6199 gals.).
 ML0723
 ML0723.The modeled gravity was interpolated from observed gravity values.
 ML0723
 ML0723;                    North         East    Units  Estimated Accuracy
 ML0723;SPC NE       -   178,580.      580,250.      MT  (+/- 180 meters Scaled)
 ML0723
 ML0723                          SUPERSEDED SURVEY CONTROL
 ML0723
 ML0723  NGVD 29 (??/??/92)  690.282  (m)         2264.70   (f) ADJ UNCH    2 0
 ML0723
 ML0723.Superseded values are not recommended for survey control.
 ML0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0723.See file dsdata.txt to determine how the superseded data were derived.
 ML0723
 ML0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML967873(NAD 83)
 ML0723_MARKER: DB = BENCH MARK DISK
 ML0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0723_STAMPING: L 323 1950
 ML0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0723+STABILITY: SURFACE MOTION
 ML0723
 ML0723  HISTORY     - Date     Condition        Report By
 ML0723  HISTORY     - 1950     MONUMENTED       CGS
 ML0723
 ML0723                          STATION DESCRIPTION
 ML0723
 ML0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0723'5.9 MI NE FROM ARCADIA.
 ML0723'4.9 MILES EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 ML0723'AT ARCADIA, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAYS 56 AND
 ML0723'58, 192 FEET NORTH OF THE EXTENDED CENTER LINE OF A PRIVATE
 ML0723'DRIVEWAY, 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOG
 ML0723'SHED, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET
 ML0723'NORTH OF THE CENTER OF A GATE, 1.4 FEET WEST OF A FENCE, 2
 ML0723'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0723'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0922 ***********************************************************************
 ML0922  DESIGNATION -  L 324
 ML0922  PID         -  ML0922
 ML0922  STATE/COUNTY-  NE/BLAINE
 ML0922  USGS QUAD   -  BREWSTER SE (1978)
 ML0922
 ML0922                         *CURRENT SURVEY CONTROL
 ML0922  ___________________________________________________________________
 ML0922* NAD 83(1986)-  41 47 54.     (N)    099 47 00.     (W)     SCALED    
 ML0922* NAVD 88     -       770.303  (meters)    2527.24   (feet)  ADJUSTED  
 ML0922  ___________________________________________________________________
 ML0922  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 ML0922  DYNAMIC HT  -         769.919 (meters)    2525.98  (feet)  COMP
 ML0922  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 ML0922
 ML0922  VERT ORDER  -  SECOND    CLASS 0
 ML0922
 ML0922.The horizontal coordinates were scaled from a topographic map and have
 ML0922.an estimated accuracy of +/- 6 seconds.
 ML0922
 ML0922.The orthometric height was determined by differential leveling
 ML0922.and adjusted by the National Geodetic Survey in June 1991..
 ML0922
 ML0922.The geoid height was determined by GEOID03.
 ML0922
 ML0922.The dynamic height is computed by dividing the NAVD 88
 ML0922.geopotential number by the normal gravity value computed on the
 ML0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0922.degrees latitude (g = 980.6199 gals.).
 ML0922
 ML0922.The modeled gravity was interpolated from observed gravity values.
 ML0922
 ML0922;                    North         East    Units  Estimated Accuracy
 ML0922;SPC NE       -   218,190.      518,000.      MT  (+/- 180 meters Scaled)
 ML0922
 ML0922                          SUPERSEDED SURVEY CONTROL
 ML0922
 ML0922  NGVD 29 (??/??/92)  770.022  (m)         2526.31   (f) ADJ UNCH    2 0
 ML0922
 ML0922.Superseded values are not recommended for survey control.
 ML0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0922.See file dsdata.txt to determine how the superseded data were derived.
 ML0922
 ML0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM349276(NAD 83)
 ML0922_MARKER: DB = BENCH MARK DISK
 ML0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0922_STAMPING: L 324 1950
 ML0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0922+STABILITY: SURFACE MOTION
 ML0922
 ML0922  HISTORY     - Date     Condition        Report By
 ML0922  HISTORY     - 1950     MONUMENTED       CGS
 ML0922
 ML0922                          STATION DESCRIPTION
 ML0922
 ML0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0922'7.3 MI NW FROM MILBURN.
 ML0922'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT MILBURN,
 ML0922'THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD, THENCE 0.5
 ML0922'MILE NORTHWEST ALONG A WINDING SAND ROAD, AT THE CORNER OF
 ML0922'SECTIONS 7,8,17 AND 18 T 21 N R 21 W, 52 FEET NORTH OF THE CENTER
 ML0922'LINE OF THE ROAD, 66 FEET NORTHWEST OF THE CENTER OF A GATE, 1.1
 ML0922'FEET SOUTHWEST OF A FENCE, 100 FEET SOUTHEAST OF A FENCE CORNER,
 ML0922'1.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0922'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1443 ***********************************************************************
 MK1443  DESIGNATION -  L 325
 MK1443  PID         -  MK1443
 MK1443  STATE/COUNTY-  NE/POLK
 MK1443  USGS QUAD   -  CLARKS (1962)
 MK1443
 MK1443                         *CURRENT SURVEY CONTROL
 MK1443  ___________________________________________________________________
 MK1443* NAD 83(1986)-  41 09 46.     (N)    097 45 05.     (W)     SCALED    
 MK1443* NAVD 88     -       534.896  (meters)    1754.90   (feet)  ADJUSTED  
 MK1443  ___________________________________________________________________
 MK1443  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 MK1443  DYNAMIC HT  -         534.633 (meters)    1754.04  (feet)  COMP
 MK1443  MODELED GRAV-     980,114.9   (mgal)                       NAVD 88
 MK1443
 MK1443  VERT ORDER  -  SECOND    CLASS 0
 MK1443
 MK1443.The horizontal coordinates were scaled from a topographic map and have
 MK1443.an estimated accuracy of +/- 6 seconds.
 MK1443
 MK1443.The orthometric height was determined by differential leveling
 MK1443.and adjusted by the National Geodetic Survey in June 1991..
 MK1443
 MK1443.The geoid height was determined by GEOID03.
 MK1443
 MK1443.The dynamic height is computed by dividing the NAVD 88
 MK1443.geopotential number by the normal gravity value computed on the
 MK1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1443.degrees latitude (g = 980.6199 gals.).
 MK1443
 MK1443.The modeled gravity was interpolated from observed gravity values.
 MK1443
 MK1443;                    North         East    Units  Estimated Accuracy
 MK1443;SPC NE       -   150,060.      688,640.      MT  (+/- 180 meters Scaled)
 MK1443
 MK1443                          SUPERSEDED SURVEY CONTROL
 MK1443
 MK1443  NGVD 29 (??/??/92)  534.684  (m)         1754.21   (f) ADJ UNCH    2 0
 MK1443
 MK1443.Superseded values are not recommended for survey control.
 MK1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1443.See file dsdata.txt to determine how the superseded data were derived.
 MK1443
 MK1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL047575(NAD 83)
 MK1443_MARKER: DB = BENCH MARK DISK
 MK1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1443_STAMPING: L 325 1950
 MK1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1443+STABILITY: SURFACE MOTION
 MK1443
 MK1443  HISTORY     - Date     Condition        Report By
 MK1443  HISTORY     - 1950     MONUMENTED       CGS
 MK1443
 MK1443                          STATION DESCRIPTION
 MK1443
 MK1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1443'8 MI NE FROM POLK.
 MK1443'0.25 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1443'AT POLK, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1443'1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH
 MK1443'ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED
 MK1443'ROAD, 1.0 MILE SOUTH OF U.S. HIGHWAY 30 A, AT A ROAD INTERSECTION,
 MK1443'34 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 MK1443'36 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 40
 MK1443'FEET SOUTH OF THE SOUTHWEST CORNER OF A CORN CRIB, 15 FEET WEST
 MK1443'OF THE CENTER OF A GATE, 1.1 FEET NORTHEAST OF A FENCE CORNER,
 MK1443'2.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1443'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1507 ***********************************************************************
 MK1507  DESIGNATION -  L 326
 MK1507  PID         -  MK1507
 MK1507  STATE/COUNTY-  NE/POLK
 MK1507  USGS QUAD   -  OSCEOLA (1965)
 MK1507
 MK1507                         *CURRENT SURVEY CONTROL
 MK1507  ___________________________________________________________________
 MK1507* NAD 83(1986)-  41 12 23.     (N)    097 32 28.     (W)     SCALED    
 MK1507* NAVD 88     -       510.717  (meters)    1675.58   (feet)  ADJUSTED  
 MK1507  ___________________________________________________________________
 MK1507  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 MK1507  DYNAMIC HT  -         510.469 (meters)    1674.76  (feet)  COMP
 MK1507  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 MK1507
 MK1507  VERT ORDER  -  SECOND    CLASS 0
 MK1507
 MK1507.The horizontal coordinates were scaled from a topographic map and have
 MK1507.an estimated accuracy of +/- 6 seconds.
 MK1507
 MK1507.The orthometric height was determined by differential leveling
 MK1507.and adjusted by the National Geodetic Survey in June 1991..
 MK1507
 MK1507.The geoid height was determined by GEOID03.
 MK1507
 MK1507.The dynamic height is computed by dividing the NAVD 88
 MK1507.geopotential number by the normal gravity value computed on the
 MK1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1507.degrees latitude (g = 980.6199 gals.).
 MK1507
 MK1507.The modeled gravity was interpolated from observed gravity values.
 MK1507
 MK1507;                    North         East    Units  Estimated Accuracy
 MK1507;SPC NE       -   155,380.      706,140.      MT  (+/- 180 meters Scaled)
 MK1507
 MK1507                          SUPERSEDED SURVEY CONTROL
 MK1507
 MK1507  NGVD 29 (??/??/92)  510.516  (m)         1674.92   (f) ADJ UNCH    2 0
 MK1507
 MK1507.Superseded values are not recommended for survey control.
 MK1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1507.See file dsdata.txt to determine how the superseded data were derived.
 MK1507
 MK1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL223626(NAD 83)
 MK1507_MARKER: DB = BENCH MARK DISK
 MK1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1507_STAMPING: L 326 1950
 MK1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1507+STABILITY: SURFACE MOTION
 MK1507
 MK1507  HISTORY     - Date     Condition        Report By
 MK1507  HISTORY     - 1950     MONUMENTED       CGS
 MK1507
 MK1507                          STATION DESCRIPTION
 MK1507
 MK1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1507'2.5 MI N FROM OSCEOLA.
 MK1507'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1507'AT OSCEOLA, THENCE 1.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1507'0.5 MILE EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 MK1507'150 FEET EAST OF A WHITE FARMHOUSE, 56 FEET NORTH OF THE CENTER
 MK1507'LINE OF AN EAST AND WEST ROAD, 31 FEET EAST OF THE CENTER LINE
 MK1507'OF A NORTH AND SOUTH ROAD, IN LINE WITH A NORTH AND SOUTH ROW OF
 MK1507'TREES, 14 FEET NORTHEAST OF A TELEPHONE POLE, 1.2 FEET WEST
 MK1507'OF A FENCE, 2.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 MK1507'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1358 ***********************************************************************
 MK1358  DESIGNATION -  L 327
 MK1358  PID         -  MK1358
 MK1358  STATE/COUNTY-  NE/PLATTE
 MK1358  USGS QUAD   -  COLUMBUS SW (1976)
 MK1358
 MK1358                         *CURRENT SURVEY CONTROL
 MK1358  ___________________________________________________________________
 MK1358* NAD 83(1986)-  41 22 20.     (N)    097 29 34.     (W)     SCALED    
 MK1358* NAVD 88     -       453.359  (meters)    1487.40   (feet)  ADJUSTED  
 MK1358  ___________________________________________________________________
 MK1358  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 MK1358  DYNAMIC HT  -         453.158 (meters)    1486.74  (feet)  COMP
 MK1358  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 MK1358
 MK1358  VERT ORDER  -  SECOND    CLASS 0
 MK1358
 MK1358.The horizontal coordinates were scaled from a topographic map and have
 MK1358.an estimated accuracy of +/- 6 seconds.
 MK1358
 MK1358.The orthometric height was determined by differential leveling
 MK1358.and adjusted by the National Geodetic Survey in June 1991..
 MK1358
 MK1358.The geoid height was determined by GEOID03.
 MK1358
 MK1358.The dynamic height is computed by dividing the NAVD 88
 MK1358.geopotential number by the normal gravity value computed on the
 MK1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1358.degrees latitude (g = 980.6199 gals.).
 MK1358
 MK1358.The modeled gravity was interpolated from observed gravity values.
 MK1358
 MK1358;                    North         East    Units  Estimated Accuracy
 MK1358;SPC NE       -   173,900.      709,650.      MT  (+/- 180 meters Scaled)
 MK1358
 MK1358                          SUPERSEDED SURVEY CONTROL
 MK1358
 MK1358  NGVD 29 (??/??/92)  453.172  (m)         1486.78   (f) ADJ UNCH    2 0
 MK1358
 MK1358.Superseded values are not recommended for survey control.
 MK1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1358.See file dsdata.txt to determine how the superseded data were derived.
 MK1358
 MK1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL260811(NAD 83)
 MK1358_MARKER: DB = BENCH MARK DISK
 MK1358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1358_SP_SET: BRIDGE ABUTMENT
 MK1358_STAMPING: L 327 1950
 MK1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1358
 MK1358  HISTORY     - Date     Condition        Report By
 MK1358  HISTORY     - 1950     MONUMENTED       CGS
 MK1358
 MK1358                          STATION DESCRIPTION
 MK1358
 MK1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1358'1.1 MI S FROM DUNCAN.
 MK1358'1.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1358'RAILROAD STATION AT DUNCAN, 0.3 MILE NORTH OF THE NORTH END OF A
 MK1358'STEEL BRIDGE OVER THE PLATTE RIVER, 13 FEET WEST OF THE CENTER
 MK1358'LINE OF THE ROAD, LEVEL WITH THE ROAD, SET IN THE TOP OF THE
 MK1358'WEST END OF THE SOUTH ABUTMENT OF A 20 FOOT CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0579 ***********************************************************************
 ML0579  DESIGNATION -  L 328
 ML0579  PID         -  ML0579
 ML0579  STATE/COUNTY-  NE/CUSTER
 ML0579  USGS QUAD   -  SARGENT EAST (1978)
 ML0579
 ML0579                         *CURRENT SURVEY CONTROL
 ML0579  ___________________________________________________________________
 ML0579* NAD 83(1986)-  41 38 23.     (N)    099 21 22.     (W)     SCALED    
 ML0579* NAVD 88     -       705.389  (meters)    2314.26   (feet)  ADJUSTED  
 ML0579  ___________________________________________________________________
 ML0579  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 ML0579  DYNAMIC HT  -         705.038 (meters)    2313.11  (feet)  COMP
 ML0579  MODELED GRAV-     980,102.4   (mgal)                       NAVD 88
 ML0579
 ML0579  VERT ORDER  -  FIRST     CLASS II
 ML0579
 ML0579.The horizontal coordinates were scaled from a topographic map and have
 ML0579.an estimated accuracy of +/- 6 seconds.
 ML0579
 ML0579.The orthometric height was determined by differential leveling
 ML0579.and adjusted by the National Geodetic Survey in June 1991..
 ML0579
 ML0579.The geoid height was determined by GEOID03.
 ML0579
 ML0579.The dynamic height is computed by dividing the NAVD 88
 ML0579.geopotential number by the normal gravity value computed on the
 ML0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0579.degrees latitude (g = 980.6199 gals.).
 ML0579
 ML0579.The modeled gravity was interpolated from observed gravity values.
 ML0579
 ML0579;                    North         East    Units  Estimated Accuracy
 ML0579;SPC NE       -   200,760.      553,630.      MT  (+/- 180 meters Scaled)
 ML0579
 ML0579                          SUPERSEDED SURVEY CONTROL
 ML0579
 ML0579  NGVD 29 (??/??/92)  705.137  (m)         2313.44   (f) ADJ UNCH    1 2
 ML0579
 ML0579.Superseded values are not recommended for survey control.
 ML0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0579.See file dsdata.txt to determine how the superseded data were derived.
 ML0579
 ML0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM703098(NAD 83)
 ML0579_MARKER: DB = BENCH MARK DISK
 ML0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0579_STAMPING: L 328 1950
 ML0579_MARK LOGO: CGS   
 ML0579_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 ML0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0579+STABILITY: SURFACE MOTION
 ML0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0579+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1998
 ML0579
 ML0579  HISTORY     - Date     Condition        Report By
 ML0579  HISTORY     - 1950     MONUMENTED       CGS
 ML0579  HISTORY     - 19981029 GOOD             NEDR
 ML0579
 ML0579                          STATION DESCRIPTION
 ML0579
 ML0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0579'0.3 MI SE FROM SARGENT.
 ML0579'0.3 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0579'FROM THE STATION AT SARGENT, 300 FEET SOUTHEAST OF A ROAD CROSSING,
 ML0579'46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 52 FEET SOUTHEAST OF THE
 ML0579'CENTER OF A GATE, 32 FEET SOUTHEAST OF A TELEGRAPH POLE, 1.3 FEET
 ML0579'NORTHEAST OF A FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, SET
 ML0579'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 ML0579'GROUND.
 ML0579
 ML0579                          STATION RECOVERY (1998)
 ML0579
 ML0579'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 ML0579'0.5 MI (0.8 KM) EAST EAST THE INTERSECTION OF MAIN STREET AND U.S.
 ML0579'HIGHWAY 183,IN SARGENT, ON THE SOUTH SIDE OF A COUNTY ROAD, AT AN
 ML0579'ABANDONED RAILROAD GRADE, IN SEC11, T19N, R18W.  IT IS A STANDARD DISK
 ML0579'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, PROJECTING 13 CM, THAT
 ML0579'IS 72 M (236.2 FT) SOUTH OF THE COUNTY ROAD, 15.0 M (49.2 FT)
 ML0579'SOUTHWEST OF THE CENTERLINE OF THE OLD RAILROAD BED, 16.30 M (53.48
 ML0579'FT) EAST OF A NORTH/SOUTH FENCELINE, 12.43 M (40.78 FT) SOUTHEAST OF
 ML0579'FENCE CORNER POST, 8.16 M (26.77 FT) NORTHWEST OF THE CENTER OF THE
 ML0579'TOP OF A CONCRETE, RAILROAD, RIGHT-OF-WAY, FENCE POST, 1.36 M (4.46
 ML0579'FT) SOUTHWEST OF A WITNESS POST AND 0.20 M (0.66 FT) NORTHEAST OF THE
 ML0579'SOUTHWEST RAILROAD R-O-W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1355 ***********************************************************************
 MK1355  DESIGNATION -  L 329
 MK1355  PID         -  MK1355
 MK1355  STATE/COUNTY-  NE/BUTLER
 MK1355  USGS QUAD   -  SCHUYLER (1968)
 MK1355
 MK1355                         *CURRENT SURVEY CONTROL
 MK1355  ___________________________________________________________________
 MK1355* NAD 83(1986)-  41 24 36.     (N)    097 03 35.     (W)     SCALED    
 MK1355* NAVD 88     -       414.897  (meters)    1361.21   (feet)  ADJUSTED  
 MK1355  ___________________________________________________________________
 MK1355  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 MK1355  DYNAMIC HT  -         414.715 (meters)    1360.61  (feet)  COMP
 MK1355  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 MK1355
 MK1355  VERT ORDER  -  SECOND    CLASS 0
 MK1355
 MK1355.The horizontal coordinates were scaled from a topographic map and have
 MK1355.an estimated accuracy of +/- 6 seconds.
 MK1355
 MK1355.The orthometric height was determined by differential leveling
 MK1355.and adjusted by the National Geodetic Survey in June 1991..
 MK1355
 MK1355.The geoid height was determined by GEOID03.
 MK1355
 MK1355.The dynamic height is computed by dividing the NAVD 88
 MK1355.geopotential number by the normal gravity value computed on the
 MK1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1355.degrees latitude (g = 980.6199 gals.).
 MK1355
 MK1355.The modeled gravity was interpolated from observed gravity values.
 MK1355
 MK1355;                    North         East    Units  Estimated Accuracy
 MK1355;SPC NE       -   179,230.      745,710.      MT  (+/- 180 meters Scaled)
 MK1355
 MK1355                          SUPERSEDED SURVEY CONTROL
 MK1355
 MK1355  NGVD 29 (??/??/92)  414.729  (m)         1360.66   (f) ADJ UNCH    2 0
 MK1355
 MK1355.Superseded values are not recommended for survey control.
 MK1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1355.See file dsdata.txt to determine how the superseded data were derived.
 MK1355
 MK1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL621860(NAD 83)
 MK1355_MARKER: DB = BENCH MARK DISK
 MK1355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1355_SP_SET: BRIDGE ABUTMENT
 MK1355_STAMPING: L 329 1950
 MK1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1355
 MK1355  HISTORY     - Date     Condition        Report By
 MK1355  HISTORY     - 1950     MONUMENTED       CGS
 MK1355
 MK1355                          STATION DESCRIPTION
 MK1355
 MK1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1355'2.6 MI S FROM SCHUYLER.
 MK1355'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1355'SCHUYLER, THENCE 2.55 MILES SOUTH ALONG STATE HIGHWAY 15, 11 FEET
 MK1355'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST
 MK1355'END OF THE SOUTH ABUTMENT OF THE BRIDGE OVER THE PLATTE RIVER,
 MK1355'AND ABOUT 1.5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1356 ***********************************************************************
 MK1356  DESIGNATION -  L 329 RESET
 MK1356  PID         -  MK1356
 MK1356  STATE/COUNTY-  NE/BUTLER
 MK1356  USGS QUAD   -  SCHUYLER (1968)
 MK1356
 MK1356                         *CURRENT SURVEY CONTROL
 MK1356  ___________________________________________________________________
 MK1356* NAD 83(1986)-  41 24 37.     (N)    097 03 32.     (W)     SCALED    
 MK1356* NAVD 88     -       415.74   (meters)    1364.0    (feet)  RESET     
 MK1356  ___________________________________________________________________
 MK1356  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 MK1356
 MK1356  VERT ORDER  -  THIRD
 MK1356
 MK1356.The horizontal coordinates were scaled from a topographic map and have
 MK1356.an estimated accuracy of +/- 6 seconds.
 MK1356
 MK1356.The orthometric height was computed from unverified reset data.
 MK1356
 MK1356.The geoid height was determined by GEOID03.
 MK1356
 MK1356;                    North         East    Units  Estimated Accuracy
 MK1356;SPC NE       -   179,260.      745,780.      MT  (+/- 180 meters Scaled)
 MK1356
 MK1356                          SUPERSEDED SURVEY CONTROL
 MK1356
 MK1356  NGVD 29 (??/??/??)  415.57   (m)         1363.4    (f) RESET       3  
 MK1356
 MK1356.Superseded values are not recommended for survey control.
 MK1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1356.See file dsdata.txt to determine how the superseded data were derived.
 MK1356
 MK1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL622861(NAD 83)
 MK1356_MARKER: DB = BENCH MARK DISK
 MK1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1356_SP_SET: CURB
 MK1356_STAMPING: L 329 RESET 1960
 MK1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1356
 MK1356  HISTORY     - Date     Condition        Report By
 MK1356  HISTORY     - 1960     MONUMENTED       NEDR
 MK1356
 MK1356                          STATION DESCRIPTION
 MK1356
 MK1356'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1960
 MK1356'2.6 MI S FROM SCHUYLER.
 MK1356'THIS MARK IS LOCATED 1 BLOCK WEST ALONG EAST 11TH STREET FROM THE
 MK1356'POST OFFICE AT SCHUYLER, THENCE 2.55 MILES SOUTH ALONG STATE
 MK1356'HIGHWAY 15, 26 FEET WEST OF THE CENTERLINE OF THE BRIDGE, SET IN
 MK1356'THE TOP OF THE WEST CURB NEAR THE SOUTH END OF THE PLATTE RIVER,
 MK1356'AND ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE BRIDGE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0903 ***********************************************************************
 MK0903  DESIGNATION -  L 330
 MK0903  PID         -  MK0903
 MK0903  STATE/COUNTY-  NE/SAUNDERS
 MK0903  USGS QUAD   -  NORTH BEND (1968)
 MK0903
 MK0903                         *CURRENT SURVEY CONTROL
 MK0903  ___________________________________________________________________
 MK0903* NAD 83(1986)-  41 26 01.     (N)    096 48 34.     (W)     SCALED    
 MK0903* NAVD 88     -       390.875  (meters)    1282.40   (feet)  ADJUSTED  
 MK0903  ___________________________________________________________________
 MK0903  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 MK0903  DYNAMIC HT  -         390.708 (meters)    1281.85  (feet)  COMP
 MK0903  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 MK0903
 MK0903  VERT ORDER  -  SECOND    CLASS 0
 MK0903
 MK0903.The horizontal coordinates were scaled from a topographic map and have
 MK0903.an estimated accuracy of +/- 6 seconds.
 MK0903
 MK0903.The orthometric height was determined by differential leveling
 MK0903.and adjusted by the National Geodetic Survey in June 1991..
 MK0903
 MK0903.The geoid height was determined by GEOID03.
 MK0903
 MK0903.The dynamic height is computed by dividing the NAVD 88
 MK0903.geopotential number by the normal gravity value computed on the
 MK0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0903.degrees latitude (g = 980.6199 gals.).
 MK0903
 MK0903.The modeled gravity was interpolated from observed gravity values.
 MK0903
 MK0903;                    North         East    Units  Estimated Accuracy
 MK0903;SPC NE       -   182,590.      766,520.      MT  (+/- 180 meters Scaled)
 MK0903
 MK0903                          SUPERSEDED SURVEY CONTROL
 MK0903
 MK0903  NGVD 29 (??/??/92)  390.723  (m)         1281.90   (f) ADJ UNCH    2 0
 MK0903
 MK0903.Superseded values are not recommended for survey control.
 MK0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0903.See file dsdata.txt to determine how the superseded data were derived.
 MK0903
 MK0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL830892(NAD 83)
 MK0903_MARKER: DB = BENCH MARK DISK
 MK0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0903_STAMPING: L 330 1950
 MK0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0903+STABILITY: SURFACE MOTION
 MK0903
 MK0903  HISTORY     - Date     Condition        Report By
 MK0903  HISTORY     - 1950     MONUMENTED       CGS
 MK0903
 MK0903                          STATION DESCRIPTION
 MK0903
 MK0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0903'2.3 MI W FROM MORSE BLUFF.
 MK0903'1.3 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND NORTH
 MK0903'WESTERN RAILROAD STATION AT MORSE BLUFF, THENCE 1.0 MILE WEST
 MK0903'ALONG A GRADED DIRT ROAD, 0.1 MILE NORTH OF THE ROAD, IN THE
 MK0903'SOUTHEAST CORNER OF A PASTURE, 24.5 FEET EAST OF THE SOUTHEAST
 MK0903'LEG OF A WINDMILL TOWER, 11.5 FEET NORTH OF A FENCE CORNER,
 MK0903'2 FEET WEST OF A NORTH AND SOUTH FENCE, 1.4 FEET NORTH OF A
 MK0903'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0903'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1254 ***********************************************************************
 MK1254  DESIGNATION -  L 331
 MK1254  PID         -  MK1254
 MK1254  STATE/COUNTY-  NE/COLFAX
 MK1254  USGS QUAD   -  SCHUYLER (1968)
 MK1254
 MK1254                         *CURRENT SURVEY CONTROL
 MK1254  ___________________________________________________________________
 MK1254* NAD 83(1986)-  41 26 41.     (N)    097 07 01.     (W)     SCALED    
 MK1254* NAVD 88     -       417.150  (meters)    1368.60   (feet)  ADJUSTED  
 MK1254  ___________________________________________________________________
 MK1254  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 MK1254  DYNAMIC HT  -         416.970 (meters)    1368.01  (feet)  COMP
 MK1254  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 MK1254
 MK1254  VERT ORDER  -  SECOND    CLASS 0
 MK1254
 MK1254.The horizontal coordinates were scaled from a topographic map and have
 MK1254.an estimated accuracy of +/- 6 seconds.
 MK1254
 MK1254.The orthometric height was determined by differential leveling
 MK1254.and adjusted by the National Geodetic Survey in June 1991..
 MK1254
 MK1254.The geoid height was determined by GEOID03.
 MK1254
 MK1254.The dynamic height is computed by dividing the NAVD 88
 MK1254.geopotential number by the normal gravity value computed on the
 MK1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1254.degrees latitude (g = 980.6199 gals.).
 MK1254
 MK1254.The modeled gravity was interpolated from observed gravity values.
 MK1254
 MK1254;                    North         East    Units  Estimated Accuracy
 MK1254;SPC NE       -   182,920.      740,800.      MT  (+/- 180 meters Scaled)
 MK1254
 MK1254                          SUPERSEDED SURVEY CONTROL
 MK1254
 MK1254  NGVD 29 (??/??/92)  416.979  (m)         1368.04   (f) ADJ UNCH    2 0
 MK1254
 MK1254.Superseded values are not recommended for survey control.
 MK1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1254.See file dsdata.txt to determine how the superseded data were derived.
 MK1254
 MK1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL573898(NAD 83)
 MK1254_MARKER: DB = BENCH MARK DISK
 MK1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1254_STAMPING: L 331 1950
 MK1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1254+STABILITY: SURFACE MOTION
 MK1254
 MK1254  HISTORY     - Date     Condition        Report By
 MK1254  HISTORY     - 1950     MONUMENTED       CGS
 MK1254
 MK1254                          STATION DESCRIPTION
 MK1254
 MK1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1254'3.2 MI W FROM SCHUYLER.
 MK1254'3.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1254'AT SCHUYLER, AT A ROAD CROSSING, 2 1/2 POLES EAST OF MILEPOST
 MK1254'72, 184.0 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 62
 MK1254'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 28.0 FEET
 MK1254'WEST OF A FENCE CORNER, 1.3 FEET SOUTH OF A RIGHT-OF-WAY FENCE,
 MK1254'1.3 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 MK1254'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0193 ***********************************************************************
 ML0193  DESIGNATION -  L 332
 ML0193  PID         -  ML0193
 ML0193  STATE/COUNTY-  NE/HOWARD
 ML0193  USGS QUAD   -  CUSHING (1955)
 ML0193
 ML0193                         *CURRENT SURVEY CONTROL
 ML0193  ___________________________________________________________________
 ML0193* NAD 83(1986)-  41 15 49.     (N)    098 19 01.     (W)     SCALED    
 ML0193* NAVD 88     -       539.060  (meters)    1768.57   (feet)  ADJUSTED  
 ML0193  ___________________________________________________________________
 ML0193  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 ML0193  DYNAMIC HT  -         538.794 (meters)    1767.69  (feet)  COMP
 ML0193  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 ML0193
 ML0193  VERT ORDER  -  SECOND    CLASS 0
 ML0193
 ML0193.The horizontal coordinates were scaled from a topographic map and have
 ML0193.an estimated accuracy of +/- 6 seconds.
 ML0193
 ML0193.The orthometric height was determined by differential leveling
 ML0193.and adjusted by the National Geodetic Survey in June 1991..
 ML0193
 ML0193.The geoid height was determined by GEOID03.
 ML0193
 ML0193.The dynamic height is computed by dividing the NAVD 88
 ML0193.geopotential number by the normal gravity value computed on the
 ML0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0193.degrees latitude (g = 980.6199 gals.).
 ML0193
 ML0193.The modeled gravity was interpolated from observed gravity values.
 ML0193
 ML0193;                    North         East    Units  Estimated Accuracy
 ML0193;SPC NE       -   160,170.      640,980.      MT  (+/- 180 meters Scaled)
 ML0193
 ML0193                          SUPERSEDED SURVEY CONTROL
 ML0193
 ML0193  NGVD 29 (??/??/92)  538.824  (m)         1767.79   (f) ADJ UNCH    2 0
 ML0193
 ML0193.Superseded values are not recommended for survey control.
 ML0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0193.See file dsdata.txt to determine how the superseded data were derived.
 ML0193
 ML0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL572682(NAD 83)
 ML0193_MARKER: DB = BENCH MARK DISK
 ML0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0193_STAMPING: L 332 1950
 ML0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0193+STABILITY: SURFACE MOTION
 ML0193
 ML0193  HISTORY     - Date     Condition        Report By
 ML0193  HISTORY     - 1950     MONUMENTED       CGS
 ML0193
 ML0193                          STATION DESCRIPTION
 ML0193
 ML0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0193'3.4 MI SE FROM CUSHING.
 ML0193'3.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0193'RAILROAD FROM THE STATION AT CUSHING, ON THE NORTHWEST SLOPE
 ML0193'OF A SANDY KNOLL, 0.1 MILE NORTHEAST OF A WINDMILL WHICH IS
 ML0193'SURROUNDED BY A LARGE GROVE OF TREES, AT A ROAD CROSSING, 122
 ML0193'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST TRACK ROAD,
 ML0193'46 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET SOUTHWEST OF A
 ML0193'FENCE, 1.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0193'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1549 ***********************************************************************
 MK1549  DESIGNATION -  L 333
 MK1549  PID         -  MK1549
 MK1549  STATE/COUNTY-  NE/HAMILTON
 MK1549  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1549
 MK1549                         *CURRENT SURVEY CONTROL
 MK1549  ___________________________________________________________________
 MK1549* NAD 83(1986)-  41 04 31.     (N)    097 55 25.     (W)     SCALED    
 MK1549* NAVD 88     -       542.366  (meters)    1779.41   (feet)  ADJUSTED  
 MK1549  ___________________________________________________________________
 MK1549  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 MK1549  DYNAMIC HT  -         542.093 (meters)    1778.52  (feet)  COMP
 MK1549  MODELED GRAV-     980,102.2   (mgal)                       NAVD 88
 MK1549
 MK1549  VERT ORDER  -  SECOND    CLASS 0
 MK1549
 MK1549.The horizontal coordinates were scaled from a topographic map and have
 MK1549.an estimated accuracy of +/- 6 seconds.
 MK1549
 MK1549.The orthometric height was determined by differential leveling
 MK1549.and adjusted by the National Geodetic Survey in June 1991..
 MK1549
 MK1549.The geoid height was determined by GEOID03.
 MK1549
 MK1549.The dynamic height is computed by dividing the NAVD 88
 MK1549.geopotential number by the normal gravity value computed on the
 MK1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1549.degrees latitude (g = 980.6199 gals.).
 MK1549
 MK1549.The modeled gravity was interpolated from observed gravity values.
 MK1549
 MK1549;                    North         East    Units  Estimated Accuracy
 MK1549;SPC NE       -   139,980.      674,430.      MT  (+/- 180 meters Scaled)
 MK1549
 MK1549                          SUPERSEDED SURVEY CONTROL
 MK1549
 MK1549  NGVD 29 (??/??/92)  542.145  (m)         1778.69   (f) ADJ UNCH    2 0
 MK1549
 MK1549.Superseded values are not recommended for survey control.
 MK1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1549.See file dsdata.txt to determine how the superseded data were derived.
 MK1549
 MK1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL904476(NAD 83)
 MK1549_MARKER: DB = BENCH MARK DISK
 MK1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1549_STAMPING: L 333 1950
 MK1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1549+STABILITY: SURFACE MOTION
 MK1549
 MK1549  HISTORY     - Date     Condition        Report By
 MK1549  HISTORY     - 1950     MONUMENTED       CGS
 MK1549
 MK1549                          STATION DESCRIPTION
 MK1549
 MK1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1549'2 MI SW FROM HOARDVILLE.
 MK1549'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1549'RAILROAD STATION AT HOARDVILLE, THENCE 1.85 MILES WEST ALONG
 MK1549'STATE HIGHWAY 66, AT A ROAD INTERSECTION, 37 FEET NORTH OF THE
 MK1549'CENTER LINE OF THE HIGHWAY, 39.7 FEET SOUTH OF A POWER POLE, 34
 MK1549'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH,
 MK1549'4.5 FEET NORTH OF A TELEPHONE POLE, 3.3 FEET NORTH OF A FENCE,
 MK1549'1.4 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, SET
 MK1549'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 MK1549'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1550 ***********************************************************************
 MK1550  DESIGNATION -  L 333 RESET
 MK1550  PID         -  MK1550
 MK1550  STATE/COUNTY-  NE/HAMILTON
 MK1550  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1550
 MK1550                         *CURRENT SURVEY CONTROL
 MK1550  ___________________________________________________________________
 MK1550* NAD 83(1986)-  41 04 31.     (N)    097 55 25.     (W)     SCALED    
 MK1550* NAVD 88     -       542.48   (meters)    1779.8    (feet)  RESET     
 MK1550  ___________________________________________________________________
 MK1550  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 MK1550
 MK1550  VERT ORDER  -  THIRD
 MK1550
 MK1550.The horizontal coordinates were scaled from a topographic map and have
 MK1550.an estimated accuracy of +/- 6 seconds.
 MK1550
 MK1550.The orthometric height was computed from unverified reset data.
 MK1550
 MK1550.The geoid height was determined by GEOID03.
 MK1550
 MK1550;                    North         East    Units  Estimated Accuracy
 MK1550;SPC NE       -   139,980.      674,430.      MT  (+/- 180 meters Scaled)
 MK1550
 MK1550                          SUPERSEDED SURVEY CONTROL
 MK1550
 MK1550  NGVD 29 (??/??/??)  542.26   (m)         1779.1    (f) RESET       3  
 MK1550
 MK1550.Superseded values are not recommended for survey control.
 MK1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1550.See file dsdata.txt to determine how the superseded data were derived.
 MK1550
 MK1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL904476(NAD 83)
 MK1550_MARKER: DB = BENCH MARK DISK
 MK1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1550_STAMPING: L 333 RESET 1957
 MK1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1550+STABILITY: SURFACE MOTION
 MK1550
 MK1550  HISTORY     - Date     Condition        Report By
 MK1550  HISTORY     - 1957     MONUMENTED       NEDR
 MK1550
 MK1550                          STATION DESCRIPTION
 MK1550
 MK1550'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1550'2 MI SW FROM HOARDVILLE.
 MK1550'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1550'RAILROAD STATION AT HOARDVILLE, THENCE 1.85 MILE WEST ALONG STATE
 MK1550'HIGHWAY 66, AT A ROAD INTERSECTION, 37 FEET NORTH OF THE
 MK1550'CENTERLINE OF THE HIGHWAY, 39.7 FEET SOUTH OF A POWER POLE, 34
 MK1550'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD LEADING NORTH,
 MK1550'4.5 FEET NORTH OF A TELEPHONE POLE, 3.3 FEET NORTH OF A FENCE,
 MK1550'1.4 FEET EAST OF A FENCE, AND 1.4 FEET SOUTH OF A WITNESS POST.
 MK1550'22.5 FEET NORTH OF THE ORIGINAL MARK AS DESCRIBED ABOVE.  A
 MK1550'STANDARD DISK, STAMPED L-333 RESET 1957 AND SET IN A CONCRETE
 MK1550'MONUMENT, 1.0 FOOT SQUARE AND PROJECTING 0.25 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1007 ***********************************************************************
 ML1007  DESIGNATION -  L 334
 ML1007  PID         -  ML1007
 ML1007  STATE/COUNTY-  NE/MERRICK
 ML1007  USGS QUAD   -  CHAPMAN (1962)
 ML1007
 ML1007                         *CURRENT SURVEY CONTROL
 ML1007  ___________________________________________________________________
 ML1007* NAD 83(1986)-  41 00 05.     (N)    098 09 02.     (W)     SCALED    
 ML1007* NAVD 88     -       540.194  (meters)    1772.29   (feet)  ADJUSTED  
 ML1007  ___________________________________________________________________
 ML1007  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 ML1007  DYNAMIC HT  -         539.915 (meters)    1771.37  (feet)  COMP
 ML1007  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 ML1007
 ML1007  VERT ORDER  -  SECOND    CLASS 0
 ML1007
 ML1007.The horizontal coordinates were scaled from a topographic map and have
 ML1007.an estimated accuracy of +/- 6 seconds.
 ML1007
 ML1007.The orthometric height was determined by differential leveling
 ML1007.and adjusted by the National Geodetic Survey in June 1991..
 ML1007
 ML1007.The geoid height was determined by GEOID03.
 ML1007
 ML1007.The dynamic height is computed by dividing the NAVD 88
 ML1007.geopotential number by the normal gravity value computed on the
 ML1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML1007.degrees latitude (g = 980.6199 gals.).
 ML1007
 ML1007.The modeled gravity was interpolated from observed gravity values.
 ML1007
 ML1007;                    North         East    Units  Estimated Accuracy
 ML1007;SPC NE       -   131,350.      655,540.      MT  (+/- 180 meters Scaled)
 ML1007
 ML1007                          SUPERSEDED SURVEY CONTROL
 ML1007
 ML1007  NGVD 29 (??/??/92)  539.960  (m)         1771.52   (f) ADJ UNCH    2 0
 ML1007
 ML1007.Superseded values are not recommended for survey control.
 ML1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1007.See file dsdata.txt to determine how the superseded data were derived.
 ML1007
 ML1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL714392(NAD 83)
 ML1007_MARKER: DB = BENCH MARK DISK
 ML1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML1007_STAMPING: L 334 1950
 ML1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1007+STABILITY: SURFACE MOTION
 ML1007
 ML1007  HISTORY     - Date     Condition        Report By
 ML1007  HISTORY     - 1950     MONUMENTED       CGS
 ML1007
 ML1007                          STATION DESCRIPTION
 ML1007
 ML1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML1007'2.4 MI SE FROM CHAPMAN.
 ML1007'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 ML1007'RAILROAD STATION AT CHAPMAN, THENCE 1.9 MILES SOUTH ALONG A
 ML1007'GRAVELED ROAD, AT THE BLOYD LEAMONS FARMHOUSE, 220 FEET WEST OF
 ML1007'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 22 FEET SOUTHWEST OF
 ML1007'THE SOUTHWEST CORNER OF THE FARMHOUSE, 7 FEET NORTH OF THE
 ML1007'NORTHEAST CORNER OF A GARAGE, 6 FEET SOUTH OF A POWER POLE, SET
 ML1007'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1245 ***********************************************************************
 MK1245  DESIGNATION -  L 335
 MK1245  PID         -  MK1245
 MK1245  STATE/COUNTY-  NE/PLATTE
 MK1245  USGS QUAD   -  COLUMBUS (1976)
 MK1245
 MK1245                         *CURRENT SURVEY CONTROL
 MK1245  ___________________________________________________________________
 MK1245* NAD 83(1986)-  41 26 31.     (N)    097 20 22.     (W)     SCALED    
 MK1245* NAVD 88     -       438.709  (meters)    1439.33   (feet)  ADJUSTED  
 MK1245  ___________________________________________________________________
 MK1245  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 MK1245  DYNAMIC HT  -         438.518 (meters)    1438.70  (feet)  COMP
 MK1245  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 MK1245
 MK1245  VERT ORDER  -  SECOND    CLASS 0
 MK1245
 MK1245.This mark is at Columbus Municipal Airport (OLU)
 MK1245
 MK1245.The horizontal coordinates were scaled from a topographic map and have
 MK1245.an estimated accuracy of +/- 6 seconds.
 MK1245
 MK1245.The orthometric height was determined by differential leveling
 MK1245.and adjusted by the National Geodetic Survey in June 1991..
 MK1245
 MK1245.The geoid height was determined by GEOID03.
 MK1245
 MK1245.The dynamic height is computed by dividing the NAVD 88
 MK1245.geopotential number by the normal gravity value computed on the
 MK1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1245.degrees latitude (g = 980.6199 gals.).
 MK1245
 MK1245.The modeled gravity was interpolated from observed gravity values.
 MK1245
 MK1245;                    North         East    Units  Estimated Accuracy
 MK1245;SPC NE       -   182,020.      722,230.      MT  (+/- 180 meters Scaled)
 MK1245
 MK1245                          SUPERSEDED SURVEY CONTROL
 MK1245
 MK1245  NGVD 29 (??/??/92)  438.521  (m)         1438.71   (f) ADJ UNCH    2 0
 MK1245
 MK1245.Superseded values are not recommended for survey control.
 MK1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1245.See file dsdata.txt to determine how the superseded data were derived.
 MK1245
 MK1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL387891(NAD 83)
 MK1245_MARKER: DB = BENCH MARK DISK
 MK1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1245_STAMPING: L 335 1950
 MK1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1245+STABILITY: SURFACE MOTION
 MK1245
 MK1245  HISTORY     - Date     Condition        Report By
 MK1245  HISTORY     - 1950     MONUMENTED       CGS
 MK1245  HISTORY     - 1960     GOOD             NGS
 MK1245
 MK1245                          STATION DESCRIPTION
 MK1245
 MK1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1245'1.6 MI NE FROM COLUMBUS.
 MK1245'0.5 MILE NORTH ALONG 25TH AVENUE FROM THE POST OFFICE AT COLUMBUS,
 MK1245'THENCE 0.9 MILE EAST ALONG U.S. HIGHWAY 30, THENCE 0.25 MILE
 MK1245'NORTH ALONG A GRAVELED ROAD, AT THE COLUMBUS AIRPORT, 8 FEET
 MK1245'EAST OF THE SOUTHEAST CORNER OF THE MAIN OFFICE BUILDING, 3.4
 MK1245'FEET NORTHWEST OF A POWER POLE, IN LINE WITH THE SOUTH WALL OF
 MK1245'THE OFFICE BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1245'PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- IT IS 153.4 FEET
 MK1245'TO THE NORTH EAST OF B.M.M. 335 NEAR THE SOUTH EAST CORNER OF THE
 MK1245'EXISTING ADMINISTRATION BUILDING AND IS IN GOOD CONDITION.
 MK1245
 MK1245                          STATION RECOVERY (1960)
 MK1245
 MK1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MK1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1246 ***********************************************************************
 MK1246  DESIGNATION -  L 335 RESET
 MK1246  PID         -  MK1246
 MK1246  STATE/COUNTY-  NE/PLATTE
 MK1246  USGS QUAD   -  COLUMBUS (1976)
 MK1246
 MK1246                         *CURRENT SURVEY CONTROL
 MK1246  ___________________________________________________________________
 MK1246* NAD 83(1986)-  41 26 31.     (N)    097 20 22.     (W)     SCALED    
 MK1246* NAVD 88     -       417.78   (meters)    1370.7    (feet)  RESET     
 MK1246  ___________________________________________________________________
 MK1246  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 MK1246
 MK1246  VERT ORDER  -  THIRD
 MK1246
 MK1246.This mark is at Columbus Municipal Airport (OLU)
 MK1246
 MK1246.The horizontal coordinates were scaled from a topographic map and have
 MK1246.an estimated accuracy of +/- 6 seconds.
 MK1246
 MK1246.The orthometric height was computed from unverified reset data.
 MK1246
 MK1246.The geoid height was determined by GEOID03.
 MK1246
 MK1246;                    North         East    Units  Estimated Accuracy
 MK1246;SPC NE       -   182,020.      722,230.      MT  (+/- 180 meters Scaled)
 MK1246
 MK1246                          SUPERSEDED SURVEY CONTROL
 MK1246
 MK1246  NGVD 29 (??/??/??)  439.15   (m)         1440.8    (f) RESET       3  
 MK1246
 MK1246.Superseded values are not recommended for survey control.
 MK1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1246.See file dsdata.txt to determine how the superseded data were derived.
 MK1246
 MK1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL387891(NAD 83)
 MK1246_MARKER: DB = BENCH MARK DISK
 MK1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1246_STAMPING: L 335 RESET 1963
 MK1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1246+STABILITY: SURFACE MOTION
 MK1246
 MK1246  HISTORY     - Date     Condition        Report By
 MK1246  HISTORY     - 1963     MONUMENTED       NEDR
 MK1246  HISTORY     - 1972     GOOD             NGS
 MK1246  HISTORY     - 1976     GOOD             NGS
 MK1246  HISTORY     - 19881014 MARK NOT FOUND   NGS
 MK1246
 MK1246                          STATION DESCRIPTION
 MK1246
 MK1246'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MK1246'AT COLUMBUS.
 MK1246'AT COLUMBUS MUNICIPAL AIRPORT, 15.7 FEET SOUTHEAST OF THE
 MK1246'NORTHEAST CORNER OF THE ADMINISTRATION BUILDING ATTACHED TO THE
 MK1246'LARGE SHOP HANGAR 10.2 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 MK1246'THE RAMP LEADING TO THE SHOP HANGAR AND ADMINISTRATION BUILDING
 MK1246'AND 9.9 FEET SOUTHWEST FROM THE SOUTHWEST EDGE OF THE AIRCRAFT
 MK1246'PARKING APRON, SET IN THE TOP OF A CONCRETE POST APPROXIMATELY
 MK1246'0.15 FEET ABOVE GROUND.
 MK1246
 MK1246                          STATION RECOVERY (1972)
 MK1246
 MK1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MK1246'RECOVERED IN GOOD CONDITION.
 MK1246
 MK1246                          STATION RECOVERY (1976)
 MK1246
 MK1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MK1246'RECOVERED IN GOOD CONDITION.
 MK1246
 MK1246                          STATION RECOVERY (1988)
 MK1246
 MK1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 MK1246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0127 ***********************************************************************
 LH0127  DESIGNATION -  L 336
 LH0127  PID         -  LH0127
 LH0127  STATE/COUNTY-  NE/HAMILTON
 LH0127  USGS QUAD   -  GILTNER (1967)
 LH0127
 LH0127                         *CURRENT SURVEY CONTROL
 LH0127  ___________________________________________________________________
 LH0127* NAD 83(1986)-  40 49 44.     (N)    098 10 07.     (W)     SCALED    
 LH0127* NAVD 88     -       562.390  (meters)    1845.11   (feet)  ADJUSTED  
 LH0127  ___________________________________________________________________
 LH0127  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 LH0127  DYNAMIC HT  -         562.093 (meters)    1844.13  (feet)  COMP
 LH0127  MODELED GRAV-     980,077.4   (mgal)                       NAVD 88
 LH0127
 LH0127  VERT ORDER  -  SECOND    CLASS 0
 LH0127
 LH0127.The horizontal coordinates were scaled from a topographic map and have
 LH0127.an estimated accuracy of +/- 6 seconds.
 LH0127
 LH0127.The orthometric height was determined by differential leveling
 LH0127.and adjusted by the National Geodetic Survey in June 1991..
 LH0127
 LH0127.The geoid height was determined by GEOID03.
 LH0127
 LH0127.The dynamic height is computed by dividing the NAVD 88
 LH0127.geopotential number by the normal gravity value computed on the
 LH0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0127.degrees latitude (g = 980.6199 gals.).
 LH0127
 LH0127.The modeled gravity was interpolated from observed gravity values.
 LH0127
 LH0127;                    North         East    Units  Estimated Accuracy
 LH0127;SPC NE       -   112,170.      654,430.      MT  (+/- 180 meters Scaled)
 LH0127
 LH0127                          SUPERSEDED SURVEY CONTROL
 LH0127
 LH0127  NGVD 29 (??/??/92)  562.155  (m)         1844.34   (f) ADJ UNCH    2 0
 LH0127
 LH0127.Superseded values are not recommended for survey control.
 LH0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0127.See file dsdata.txt to determine how the superseded data were derived.
 LH0127
 LH0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL701200(NAD 83)
 LH0127_MARKER: DB = BENCH MARK DISK
 LH0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0127_STAMPING: L 336 1950
 LH0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0127+STABILITY: SURFACE MOTION
 LH0127
 LH0127  HISTORY     - Date     Condition        Report By
 LH0127  HISTORY     - 1950     MONUMENTED       CGS
 LH0127
 LH0127                          STATION DESCRIPTION
 LH0127
 LH0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0127'6.5 MI SE FROM PHILLIPS.
 LH0127'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0127'FROM THE STATION AT PHILLIPS, THENCE 4.1 MILES SOUTH ALONG A
 LH0127'DIRT ROAD, AT A ROAD INTERSECTION, 39 FEET NORTH OF THE CENTER
 LH0127'LINE OF AN EAST AND WEST ROAD, 34 FEET WEST OF THE CENTER LINE
 LH0127'OF A NORTH AND SOUTH ROAD, 3.6 FEET WEST OF A FENCE, 2.7 FEET
 LH0127'NORTH OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, SET IN THE
 LH0127'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1292 ***********************************************************************
 MK1292  DESIGNATION -  L 337
 MK1292  PID         -  MK1292
 MK1292  STATE/COUNTY-  NE/PLATTE
 MK1292  USGS QUAD   -  COLUMBUS (1976)
 MK1292
 MK1292                         *CURRENT SURVEY CONTROL
 MK1292  ___________________________________________________________________
 MK1292* NAD 83(1986)-  41 24 52.     (N)    097 18 38.     (W)     SCALED    
 MK1292* NAVD 88     -       433.639  (meters)    1422.70   (feet)  ADJUSTED  
 MK1292  ___________________________________________________________________
 MK1292  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 MK1292  DYNAMIC HT  -         433.450 (meters)    1422.08  (feet)  COMP
 MK1292  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 MK1292
 MK1292  VERT ORDER  -  SECOND    CLASS 0
 MK1292
 MK1292.The horizontal coordinates were scaled from a topographic map and have
 MK1292.an estimated accuracy of +/- 6 seconds.
 MK1292
 MK1292.The orthometric height was determined by differential leveling
 MK1292.and adjusted by the National Geodetic Survey in June 1991..
 MK1292
 MK1292.The geoid height was determined by GEOID03.
 MK1292
 MK1292.The dynamic height is computed by dividing the NAVD 88
 MK1292.geopotential number by the normal gravity value computed on the
 MK1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1292.degrees latitude (g = 980.6199 gals.).
 MK1292
 MK1292.The modeled gravity was interpolated from observed gravity values.
 MK1292
 MK1292;                    North         East    Units  Estimated Accuracy
 MK1292;SPC NE       -   179,040.      724,740.      MT  (+/- 180 meters Scaled)
 MK1292
 MK1292                          SUPERSEDED SURVEY CONTROL
 MK1292
 MK1292  NGVD 29 (??/??/92)  433.459  (m)         1422.11   (f) ADJ UNCH    2 0
 MK1292
 MK1292.Superseded values are not recommended for survey control.
 MK1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1292.See file dsdata.txt to determine how the superseded data were derived.
 MK1292
 MK1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL411861(NAD 83)
 MK1292_MARKER: DB = BENCH MARK DISK
 MK1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1292_STAMPING: L 337 1950
 MK1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1292+STABILITY: SURFACE MOTION
 MK1292
 MK1292  HISTORY     - Date     Condition        Report By
 MK1292  HISTORY     - 1950     MONUMENTED       CGS
 MK1292
 MK1292                          STATION DESCRIPTION
 MK1292
 MK1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1292'2.8 MI SE FROM COLUMBUS.
 MK1292'2.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1292'RAILROAD FROM THE STATION AT COLUMBUS, AT A ROAD CROSSING, 0.1
 MK1292'MILE NORTH OF MILEPOST 68, 93 FEET NORTH OF THE NORTHEAST CORNER
 MK1292'OF A STEEL AND WOODEN BRIDGE, 61 FEET SOUTHWEST OF THE SOUTHWEST
 MK1292'CORNER OF RAILROAD TRESTLE 68.09, 29 FEET SOUTH OF THE SOUTH RAIL,
 MK1292'25 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD,
 MK1292'5 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTH OF A FENCE, 1.2
 MK1292'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1292'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0469 ***********************************************************************
 NP0469  DESIGNATION -  L 340
 NP0469  PID         -  NP0469
 NP0469  STATE/COUNTY-  NE/SIOUX
 NP0469  USGS QUAD   -  HARRISON WEST (1978)
 NP0469
 NP0469                         *CURRENT SURVEY CONTROL
 NP0469  ___________________________________________________________________
 NP0469* NAD 83(1986)-  42 40 30.     (N)    103 59 30.     (W)     SCALED    
 NP0469* NAVD 88     -      1471.302  (meters)    4827.10   (feet)  ADJUSTED  
 NP0469  ___________________________________________________________________
 NP0469  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 NP0469  DYNAMIC HT  -        1470.429 (meters)    4824.23  (feet)  COMP
 NP0469  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 NP0469
 NP0469  VERT ORDER  -  FIRST     CLASS II
 NP0469
 NP0469.The horizontal coordinates were scaled from a topographic map and have
 NP0469.an estimated accuracy of +/- 6 seconds.
 NP0469
 NP0469.The orthometric height was determined by differential leveling
 NP0469.and adjusted by the National Geodetic Survey in June 1991..
 NP0469
 NP0469.The geoid height was determined by GEOID03.
 NP0469
 NP0469.The dynamic height is computed by dividing the NAVD 88
 NP0469.geopotential number by the normal gravity value computed on the
 NP0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0469.degrees latitude (g = 980.6199 gals.).
 NP0469
 NP0469.The modeled gravity was interpolated from observed gravity values.
 NP0469
 NP0469;                    North         East    Units  Estimated Accuracy
 NP0469;SPC NE       -   323,070.      172,970.      MT  (+/- 180 meters Scaled)
 NP0469
 NP0469                          SUPERSEDED SURVEY CONTROL
 NP0469
 NP0469  NGVD 29 (??/??/92) 1470.602  (m)         4824.80   (f) ADJ UNCH    1 2
 NP0469
 NP0469.Superseded values are not recommended for survey control.
 NP0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0469.See file dsdata.txt to determine how the superseded data were derived.
 NP0469
 NP0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH826252(NAD 83)
 NP0469_MARKER: DB = BENCH MARK DISK
 NP0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0469_SP_SET: CULVERT
 NP0469_STAMPING: L 340 1954
 NP0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0469
 NP0469  HISTORY     - Date     Condition        Report By
 NP0469  HISTORY     - 1954     MONUMENTED       CGS
 NP0469
 NP0469                          STATION DESCRIPTION
 NP0469
 NP0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0469'5.8 MI W FROM HARRISON.
 NP0469'5.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0469'FROM THE STATION AT HARRISON, 7 POLES WEST OF MILEPOST 466,
 NP0469'12.5 FEET SOUTH OF THE SOUTH RAIL, 4 FEET BELOW THE TOP OF THE
 NP0469'RAILS, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF
 NP0469'A CONCRETE CULVERT.  IN SECTION 10, TOWNSHIP 31 NORTH, RANGE
 NP0469'57 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0437 ***********************************************************************
 NP0437  DESIGNATION -  L 341
 NP0437  PID         -  NP0437
 NP0437  STATE/COUNTY-  NE/SIOUX
 NP0437  USGS QUAD   -  GLEN (1980)
 NP0437
 NP0437                         *CURRENT SURVEY CONTROL
 NP0437  ___________________________________________________________________
 NP0437* NAD 83(1986)-  42 37 00.     (N)    103 33 48.     (W)     SCALED    
 NP0437* NAVD 88     -      1214.489  (meters)    3984.54   (feet)  ADJUSTED  
 NP0437  ___________________________________________________________________
 NP0437  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 NP0437  DYNAMIC HT  -        1213.797 (meters)    3982.27  (feet)  COMP
 NP0437  MODELED GRAV-     980,009.2   (mgal)                       NAVD 88
 NP0437
 NP0437  VERT ORDER  -  FIRST     CLASS II
 NP0437
 NP0437.The horizontal coordinates were scaled from a topographic map and have
 NP0437.an estimated accuracy of +/- 6 seconds.
 NP0437
 NP0437.The orthometric height was determined by differential leveling
 NP0437.and adjusted by the National Geodetic Survey in June 1991..
 NP0437
 NP0437.The geoid height was determined by GEOID03.
 NP0437
 NP0437.The dynamic height is computed by dividing the NAVD 88
 NP0437.geopotential number by the normal gravity value computed on the
 NP0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0437.degrees latitude (g = 980.6199 gals.).
 NP0437
 NP0437.The modeled gravity was interpolated from observed gravity values.
 NP0437
 NP0437;                    North         East    Units  Estimated Accuracy
 NP0437;SPC NE       -   315,060.      207,770.      MT  (+/- 180 meters Scaled)
 NP0437
 NP0437                          SUPERSEDED SURVEY CONTROL
 NP0437
 NP0437  NGVD 29 (??/??/92) 1213.854  (m)         3982.45   (f) ADJ UNCH    1 2
 NP0437
 NP0437.Superseded values are not recommended for survey control.
 NP0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0437.See file dsdata.txt to determine how the superseded data were derived.
 NP0437
 NP0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH178192(NAD 83)
 NP0437_MARKER: DB = BENCH MARK DISK
 NP0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0437_STAMPING: L 341 1954
 NP0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0437+STABILITY: SURFACE MOTION
 NP0437
 NP0437  HISTORY     - Date     Condition        Report By
 NP0437  HISTORY     - 1954     MONUMENTED       CGS
 NP0437
 NP0437                          STATION DESCRIPTION
 NP0437
 NP0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0437'9.5 MI SW FROM CRAWFORD.
 NP0437'9.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0437'FROM THE STATION AT CRAWFORD, 2 POLES EAST OF MILEPOST 442, 149
 NP0437'FEET WEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 40 FEET NORTH
 NP0437'OF THE NORTH RAIL, 2 FEET SOUTH OF A FENCE, 3 FEET EAST OF A
 NP0437'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0437'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0144 ***********************************************************************
 NP0144  DESIGNATION -  L 342
 NP0144  PID         -  NP0144
 NP0144  STATE/COUNTY-  NE/BOX BUTTE
 NP0144  USGS QUAD   -  BEREA CREEK WEST (1948)
 NP0144
 NP0144                         *CURRENT SURVEY CONTROL
 NP0144  ___________________________________________________________________
 NP0144* NAD 83(1986)-  42 09 54.     (N)    102 56 17.     (W)     SCALED    
 NP0144* NAVD 88     -      1235.307  (meters)    4052.84   (feet)  ADJUSTED  
 NP0144  ___________________________________________________________________
 NP0144  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 NP0144  DYNAMIC HT  -        1234.587 (meters)    4050.47  (feet)  COMP
 NP0144  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 NP0144
 NP0144  VERT ORDER  -  FIRST     CLASS II
 NP0144
 NP0144.The horizontal coordinates were scaled from a topographic map and have
 NP0144.an estimated accuracy of +/- 6 seconds.
 NP0144
 NP0144.The orthometric height was determined by differential leveling
 NP0144.and adjusted by the National Geodetic Survey in June 1991..
 NP0144.WARNING-Repeat measurements at this control monument indicate possible
 NP0144.vertical movement.
 NP0144
 NP0144.The geoid height was determined by GEOID03.
 NP0144
 NP0144.The dynamic height is computed by dividing the NAVD 88
 NP0144.geopotential number by the normal gravity value computed on the
 NP0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0144.degrees latitude (g = 980.6199 gals.).
 NP0144
 NP0144.The modeled gravity was interpolated from observed gravity values.
 NP0144
 NP0144;                    North         East    Units  Estimated Accuracy
 NP0144;SPC NE       -   263,000.      257,320.      MT  (+/- 180 meters Scaled)
 NP0144
 NP0144                          SUPERSEDED SURVEY CONTROL
 NP0144
 NP0144  NGVD 29 (??/??/92) 1234.717  (m)         4050.90   (f) ADJ UNCH    1 2
 NP0144
 NP0144.Superseded values are not recommended for survey control.
 NP0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0144.See file dsdata.txt to determine how the superseded data were derived.
 NP0144
 NP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG703701(NAD 83)
 NP0144_MARKER: DB = BENCH MARK DISK
 NP0144_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NP0144_SP_SET: CONCRETE PIER
 NP0144_STAMPING: L 342 1956
 NP0144_MARK LOGO: CGS   
 NP0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0144
 NP0144  HISTORY     - Date     Condition        Report By
 NP0144  HISTORY     - 1956     MONUMENTED       CGS
 NP0144  HISTORY     - 1985     GOOD             NGS
 NP0144
 NP0144                          STATION DESCRIPTION
 NP0144
 NP0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0144'6.2 MI NW FROM ALLIANCE.
 NP0144'6.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0144'RAILROAD FROM THE STATION AT ALLIANCE, 14 POLES SOUTHEAST OF
 NP0144'MILEPOST 372, 79 FEET NORTHEAST OF THE CENTER LINE OF STATE
 NP0144'HIGHWAY 2, 8.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET
 NP0144'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST
 NP0144'END OF THE CENTER PIER OF A SMALL CONCRETE BRIDGE, IN THE
 NP0144'SOUTHWEST 1/4 OF SECTION 4, TOWNSHIP 25 NORTH, RANGE 48 WEST.
 NP0144
 NP0144                          STATION RECOVERY (1985)
 NP0144
 NP0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0144'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT.
 NP0144'RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.  BENCH
 NP0144'MARK NOW IS 32.0 METERS (105 FT) NORTHEAST OF THE CENTER OF STATE
 NP0144'HIGHWAY 2 AND 0.32 KM (0.2 MI) SOUTHEAST OF A ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0528 ***********************************************************************
 NP0528  DESIGNATION -  L 343 RESET
 NP0528  PID         -  NP0528
 NP0528  STATE/COUNTY-  NE/BOX BUTTE
 NP0528  USGS QUAD   -  BELMONT (1980)
 NP0528
 NP0528                         *CURRENT SURVEY CONTROL
 NP0528  ___________________________________________________________________
 NP0528* NAD 83(1986)-  42 31 43.     (N)    103 20 42.     (W)     SCALED    
 NP0528* NAVD 88     -      1344.370  (meters)    4410.65   (feet)  ADJUSTED  
 NP0528  ___________________________________________________________________
 NP0528  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 NP0528  DYNAMIC HT  -        1343.561 (meters)    4408.00  (feet)  COMP
 NP0528  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 NP0528
 NP0528  VERT ORDER  -  FIRST     CLASS II
 NP0528
 NP0528.The horizontal coordinates were scaled from a topographic map and have
 NP0528.an estimated accuracy of +/- 6 seconds.
 NP0528
 NP0528.The orthometric height was determined by differential leveling
 NP0528.and adjusted by the National Geodetic Survey in June 1991..
 NP0528
 NP0528.The geoid height was determined by GEOID03.
 NP0528
 NP0528.The dynamic height is computed by dividing the NAVD 88
 NP0528.geopotential number by the normal gravity value computed on the
 NP0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0528.degrees latitude (g = 980.6199 gals.).
 NP0528
 NP0528.The modeled gravity was interpolated from observed gravity values.
 NP0528
 NP0528;                    North         East    Units  Estimated Accuracy
 NP0528;SPC NE       -   304,580.      225,290.      MT  (+/- 180 meters Scaled)
 NP0528
 NP0528                          SUPERSEDED SURVEY CONTROL
 NP0528
 NP0528.No superseded survey control is available for this station.
 NP0528
 NP0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH359097(NAD 83)
 NP0528_MARKER: DB = BENCH MARK DISK
 NP0528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0528_SP_SET: WINGWALL
 NP0528_STAMPING: L 343 RESET 1978
 NP0528_MARK LOGO: NGS   
 NP0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0528+STABILITY: SURFACE MOTION
 NP0528
 NP0528  HISTORY     - Date     Condition        Report By
 NP0528  HISTORY     - 1978     MONUMENTED       BNRR
 NP0528  HISTORY     - 1985     GOOD             NGS
 NP0528
 NP0528                          STATION DESCRIPTION
 NP0528
 NP0528'DESCRIBED BY BURLINGTON NORTHERN RR 1978
 NP0528'7.5 MI NW FROM MARSLAND.
 NP0528'7.5 MILES NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 NP0528'STATION SIGN IN MARSLAND, 10.3 FEET NORTHEAST OF THE NORTHEAST RAIL
 NP0528'IN TOP OF THE SOUTHEAST END OF THE NORTHEAST WING WALL OF ACONCRETE
 NP0528'CULVERT.
 NP0528'THE MARK IS 1.5 FT BELOW TRACKS.
 NP0528
 NP0528                          STATION RECOVERY (1985)
 NP0528
 NP0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0528'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NP0528'0.25 KM (0.15 MI) EAST ALONG A PAVED AND DIRT ROAD FROM THE POST
 NP0528'OFFICE AT MARSHLAND, THENCE 11.75 KM (7.30 MI) NORTHWEST ALONG THE
 NP0528'BURLINGTON NORTHERN RAILROAD, IN TOP OF THE SOUTHEAST WINGWALL OF THE
 NP0528'NORTHEAST HEADWALL OF A CONCRETE CULVERT UNDER THE TRACKS, FOUR POWER
 NP0528'LINE POLES NORTHWEST OF MILEPOLE 408, 12.29 METERS (6 FT) NORTHEAST OF
 NP0528'THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS AND 2.32 METERS
 NP0528'(7.6 FT) SOUTHEAST OF CBQRR BENCH MARK 408.08.
 NP0528'THE MARK IS 0.45 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0143 ***********************************************************************
 MN0143  DESIGNATION -  L 344
 MN0143  PID         -  MN0143
 MN0143  STATE/COUNTY-  NE/MORRILL
 MN0143  USGS QUAD   -  BRIDGEPORT NW (1965)
 MN0143
 MN0143                         *CURRENT SURVEY CONTROL
 MN0143  ___________________________________________________________________
 MN0143* NAD 83(1986)-  41 41 58.     (N)    103 08 17.     (W)     SCALED    
 MN0143* NAVD 88     -      1124.147  (meters)    3688.14   (feet)  ADJUSTED  
 MN0143  ___________________________________________________________________
 MN0143  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 MN0143  DYNAMIC HT  -        1123.443 (meters)    3685.83  (feet)  COMP
 MN0143  MODELED GRAV-     979,958.4   (mgal)                       NAVD 88
 MN0143
 MN0143  VERT ORDER  -  FIRST     CLASS II
 MN0143
 MN0143.The horizontal coordinates were scaled from a topographic map and have
 MN0143.an estimated accuracy of +/- 6 seconds.
 MN0143
 MN0143.The orthometric height was determined by differential leveling
 MN0143.and adjusted by the National Geodetic Survey in June 1991..
 MN0143
 MN0143.The geoid height was determined by GEOID03.
 MN0143
 MN0143.The dynamic height is computed by dividing the NAVD 88
 MN0143.geopotential number by the normal gravity value computed on the
 MN0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0143.degrees latitude (g = 980.6199 gals.).
 MN0143
 MN0143.The modeled gravity was interpolated from observed gravity values.
 MN0143
 MN0143;                    North         East    Units  Estimated Accuracy
 MN0143;SPC NE       -   211,920.      238,940.      MT  (+/- 180 meters Scaled)
 MN0143
 MN0143                          SUPERSEDED SURVEY CONTROL
 MN0143
 MN0143  NGVD 29 (??/??/92) 1123.584  (m)         3686.29   (f) ADJ UNCH    1 2
 MN0143
 MN0143.Superseded values are not recommended for survey control.
 MN0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0143.See file dsdata.txt to determine how the superseded data were derived.
 MN0143
 MN0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG549180(NAD 83)
 MN0143_MARKER: DB = BENCH MARK DISK
 MN0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0143_SP_SET: CONCRETE BASE
 MN0143_STAMPING: L 344 1956
 MN0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0143
 MN0143  HISTORY     - Date     Condition        Report By
 MN0143  HISTORY     - 1956     MONUMENTED       CGS
 MN0143
 MN0143                          STATION DESCRIPTION
 MN0143
 MN0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0143'4.1 MI NW FROM BRIDGEPORT.
 MN0143'2.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0143'FROM THE STATION AT BRIDGEPORT, THENCE 1.4 MILES NORTHWEST ALONG
 MN0143'A CRUSHED ROCK ROAD, THENCE 0.3 MILE SOUTH ALONG A ROAD LEADING
 MN0143'TO THE BEYERS AIRPORT, 5.8 FEET NORTH OF THE NORTHEAST CORNER
 MN0143'OF THE NORTH HANGAR, FLUSH WITH THE GROUND, SET IN THE TOP OF THE
 MN0143'NORTH END OF THE CONCRETE BASE OF THE DOOR TRACK OF THE NORTH
 MN0143'HANGAR, IN THE NORTHWEST 1/4 OF SECTION 19, TOWNSHIP 20 NORTH,
 MN0143'RANGE 50 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0129 ***********************************************************************
 NO0129  DESIGNATION -  L 346
 NO0129  PID         -  NO0129
 NO0129  STATE/COUNTY-  NE/CHERRY
 NO0129  USGS QUAD   -  VALENTINE SOUTH (1983)
 NO0129
 NO0129                         *CURRENT SURVEY CONTROL
 NO0129  ___________________________________________________________________
 NO0129* NAD 83(1986)-  42 52 11.     (N)    100 35 28.     (W)     SCALED    
 NO0129* NAVD 88     -       795.684  (meters)    2610.51   (feet)  ADJUSTED  
 NO0129  ___________________________________________________________________
 NO0129  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 NO0129  DYNAMIC HT  -         795.368 (meters)    2609.47  (feet)  COMP
 NO0129  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 NO0129
 NO0129  VERT ORDER  -  FIRST     CLASS II
 NO0129
 NO0129.The horizontal coordinates were scaled from a topographic map and have
 NO0129.an estimated accuracy of +/- 6 seconds.
 NO0129
 NO0129.The orthometric height was determined by differential leveling
 NO0129.and adjusted by the National Geodetic Survey in June 1991..
 NO0129
 NO0129.The geoid height was determined by GEOID03.
 NO0129
 NO0129.The dynamic height is computed by dividing the NAVD 88
 NO0129.geopotential number by the normal gravity value computed on the
 NO0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0129.degrees latitude (g = 980.6199 gals.).
 NO0129
 NO0129.The modeled gravity was interpolated from observed gravity values.
 NO0129
 NO0129;                    North         East    Units  Estimated Accuracy
 NO0129;SPC NE       -   337,310.      451,700.      MT  (+/- 180 meters Scaled)
 NO0129
 NO0129                          SUPERSEDED SURVEY CONTROL
 NO0129
 NO0129  NGVD 29 (??/??/92)  795.398  (m)         2609.57   (f) ADJ UNCH    1 2
 NO0129
 NO0129.Superseded values are not recommended for survey control.
 NO0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0129.See file dsdata.txt to determine how the superseded data were derived.
 NO0129
 NO0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN700475(NAD 83)
 NO0129_MARKER: DB = BENCH MARK DISK
 NO0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0129_STAMPING: L 346 1957
 NO0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0129+STABILITY: SURFACE MOTION
 NO0129
 NO0129  HISTORY     - Date     Condition        Report By
 NO0129  HISTORY     - 1957     MONUMENTED       CGS
 NO0129
 NO0129                          STATION DESCRIPTION
 NO0129
 NO0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0129'2.2 MI W FROM VALENTINE.
 NO0129'ABOUT 2.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0129'FROM THE STATION AT VALENTINE, IN SECTION 34, T. 34 N., R. 28 W.,
 NO0129'5 FEET EAST OF THE TENTH POLE EAST OF MILE POST 271, 43 FEET SOUTH
 NO0129'OF THE SOUTH RAIL, 54 FEET NORTH OF A FENCE LINE, 2 FEET WEST OF
 NO0129'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE RAIL AND IN
 NO0129'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0222 ***********************************************************************
 NO0222  DESIGNATION -  L 347
 NO0222  PID         -  NO0222
 NO0222  STATE/COUNTY-  NE/CHERRY
 NO0222  USGS QUAD   -  CODY WEST (1985)
 NO0222
 NO0222                         *CURRENT SURVEY CONTROL
 NO0222  ___________________________________________________________________
 NO0222* NAD 83(1986)-  42 56 30.     (N)    101 20 04.     (W)     SCALED    
 NO0222* NAVD 88     -       956.695  (meters)    3138.76   (feet)  ADJUSTED  
 NO0222  ___________________________________________________________________
 NO0222  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 NO0222  DYNAMIC HT  -         956.290 (meters)    3137.43  (feet)  COMP
 NO0222  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 NO0222
 NO0222  VERT ORDER  -  FIRST     CLASS II
 NO0222
 NO0222.The horizontal coordinates were scaled from a topographic map and have
 NO0222.an estimated accuracy of +/- 6 seconds.
 NO0222
 NO0222.The orthometric height was determined by differential leveling
 NO0222.and adjusted by the National Geodetic Survey in June 1991..
 NO0222
 NO0222.The geoid height was determined by GEOID03.
 NO0222
 NO0222.The dynamic height is computed by dividing the NAVD 88
 NO0222.geopotential number by the normal gravity value computed on the
 NO0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0222.degrees latitude (g = 980.6199 gals.).
 NO0222
 NO0222.The modeled gravity was interpolated from observed gravity values.
 NO0222
 NO0222;                    North         East    Units  Estimated Accuracy
 NO0222;SPC NE       -   345,980.      391,090.      MT  (+/- 180 meters Scaled)
 NO0222
 NO0222                          SUPERSEDED SURVEY CONTROL
 NO0222
 NO0222  NGVD 29 (??/??/92)  956.315  (m)         3137.51   (f) ADJ UNCH    1 2
 NO0222
 NO0222.Superseded values are not recommended for survey control.
 NO0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0222.See file dsdata.txt to determine how the superseded data were derived.
 NO0222
 NO0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN095569(NAD 83)
 NO0222_MARKER: DB = BENCH MARK DISK
 NO0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0222_STAMPING: L 347 1957
 NO0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0222+STABILITY: SURFACE MOTION
 NO0222
 NO0222  HISTORY     - Date     Condition        Report By
 NO0222  HISTORY     - 1957     MONUMENTED       CGS
 NO0222
 NO0222                          STATION DESCRIPTION
 NO0222
 NO0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0222'4.7 MI W FROM CODY.
 NO0222'ABOUT 4.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0222'FROM THE STATION AT CODY, IN SECTION 9, T. 34 N., R. 34 W., 23
 NO0222'FEET SOUTHEAST OF MILEPOST 312, 52 FEET SOUTH OF THE SOUTH RAIL,
 NO0222'102 FEET WEST OF THE CENTER LINE OF A RANCH ROAD, 120 FEET SOUTHWEST
 NO0222'OF THE CENTER OF THE CROSSING, 6 FEET WEST OF A FENCE CORNER, 2
 NO0222'FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 NO0222'POST, 3 FEET ABOVE THE TRACK AND IN THE TOP OF A CONCRETE POST
 NO0222'WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0224 ***********************************************************************
 NP0224  DESIGNATION -  L 348
 NP0224  PID         -  NP0224
 NP0224  STATE/COUNTY-  NE/DAWES
 NP0224  USGS QUAD   -  CHADRON EAST (1970)
 NP0224
 NP0224                         *CURRENT SURVEY CONTROL
 NP0224  ___________________________________________________________________
 NP0224* NAD 83(1986)-  42 49 10.     (N)    102 54 34.     (W)     SCALED    
 NP0224* NAVD 88     -      1048.508  (meters)    3439.98   (feet)  ADJUSTED  
 NP0224  ___________________________________________________________________
 NP0224  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 NP0224  DYNAMIC HT  -        1047.996 (meters)    3438.30  (feet)  COMP
 NP0224  MODELED GRAV-     980,095.8   (mgal)                       NAVD 88
 NP0224
 NP0224  VERT ORDER  -  FIRST     CLASS II
 NP0224
 NP0224.The horizontal coordinates were scaled from a topographic map and have
 NP0224.an estimated accuracy of +/- 6 seconds.
 NP0224
 NP0224.The orthometric height was determined by differential leveling
 NP0224.and adjusted by the National Geodetic Survey in June 1991..
 NP0224
 NP0224.The geoid height was determined by GEOID03.
 NP0224
 NP0224.The dynamic height is computed by dividing the NAVD 88
 NP0224.geopotential number by the normal gravity value computed on the
 NP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0224.degrees latitude (g = 980.6199 gals.).
 NP0224
 NP0224.The modeled gravity was interpolated from observed gravity values.
 NP0224
 NP0224;                    North         East    Units  Estimated Accuracy
 NP0224;SPC NE       -   335,570.      262,130.      MT  (+/- 180 meters Scaled)
 NP0224
 NP0224                          SUPERSEDED SURVEY CONTROL
 NP0224
 NP0224  NGVD 29 (??/??/92) 1047.977  (m)         3438.24   (f) ADJ UNCH    1 2
 NP0224
 NP0224.Superseded values are not recommended for survey control.
 NP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0224.See file dsdata.txt to determine how the superseded data were derived.
 NP0224
 NP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH708428(NAD 83)
 NP0224_MARKER: DB = BENCH MARK DISK
 NP0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0224_STAMPING: L 348 1957
 NP0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0224+STABILITY: SURFACE MOTION
 NP0224
 NP0224  HISTORY     - Date     Condition        Report By
 NP0224  HISTORY     - 1957     MONUMENTED       CGS
 NP0224
 NP0224                          STATION DESCRIPTION
 NP0224
 NP0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0224'4.6 MI E FROM CHADRON.
 NP0224'ABOUT 4.55 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0224'RAILWAY FROM THE STATION AT CHADRON, IN SECTION 19, T. 33 N.,
 NP0224'R. 47 W., 8 FEET EAST-SOUTHEAST OF THE TWELFTH POLE EAST OF
 NP0224'MILEPOST 402, 0.15 MILE EAST OF THE JUNCTION OF A ROAD NORTH,
 NP0224'38 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 57 FEET WEST-SOUTHWEST OF
 NP0224'THE CENTER OF A ROAD CROSSING, 58 FEET NORTH-NORTHEAST OF A FENCE
 NP0224'LINE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NP0224'WITH THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 NP0224'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0255 ***********************************************************************
 NP0255  DESIGNATION -  L 349
 NP0255  PID         -  NP0255
 NP0255  STATE/COUNTY-  NE/DAWES
 NP0255  USGS QUAD   -  TRUNK BUTTE (1980)
 NP0255
 NP0255                         *CURRENT SURVEY CONTROL
 NP0255  ___________________________________________________________________
 NP0255* NAD 83(1986)-  42 48 38.     (N)    103 13 02.     (W)     SCALED    
 NP0255* NAVD 88     -      1023.322  (meters)    3357.35   (feet)  ADJUSTED  
 NP0255  ___________________________________________________________________
 NP0255  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 NP0255  DYNAMIC HT  -        1022.805 (meters)    3355.65  (feet)  COMP
 NP0255  MODELED GRAV-     980,081.8   (mgal)                       NAVD 88
 NP0255
 NP0255  VERT ORDER  -  FIRST     CLASS II
 NP0255
 NP0255.The horizontal coordinates were scaled from a topographic map and have
 NP0255.an estimated accuracy of +/- 6 seconds.
 NP0255
 NP0255.The orthometric height was determined by differential leveling
 NP0255.and adjusted by the National Geodetic Survey in June 1991..
 NP0255
 NP0255.The geoid height was determined by GEOID03.
 NP0255
 NP0255.The dynamic height is computed by dividing the NAVD 88
 NP0255.geopotential number by the normal gravity value computed on the
 NP0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0255.degrees latitude (g = 980.6199 gals.).
 NP0255
 NP0255.The modeled gravity was interpolated from observed gravity values.
 NP0255
 NP0255;                    North         East    Units  Estimated Accuracy
 NP0255;SPC NE       -   335,470.      236,940.      MT  (+/- 180 meters Scaled)
 NP0255
 NP0255                          SUPERSEDED SURVEY CONTROL
 NP0255
 NP0255  NGVD 29 (??/??/92) 1022.762  (m)         3355.51   (f) ADJ UNCH    1 2
 NP0255
 NP0255.Superseded values are not recommended for survey control.
 NP0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0255.See file dsdata.txt to determine how the superseded data were derived.
 NP0255
 NP0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH457413(NAD 83)
 NP0255_MARKER: DB = BENCH MARK DISK
 NP0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0255_SP_SET: BRIDGE ABUTMENT
 NP0255_STAMPING: L 349 1957
 NP0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0255
 NP0255  HISTORY     - Date     Condition        Report By
 NP0255  HISTORY     - 1957     MONUMENTED       CGS
 NP0255
 NP0255                          STATION DESCRIPTION
 NP0255
 NP0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0255'2.8 MI NE FROM WHITNEY.
 NP0255'ABOUT 2.8 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0255'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 28, T. 33 N.,
 NP0255'R. 50 W., 88 FEET NORTHEAST OF MILEPOST 419, 6 1/2 FEET SOUTHEAST
 NP0255'OF THE SOUTHEAST RAIL, 1 FOOT LOWER THAN THE RAIL AND IN THE
 NP0255'TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF BRIDGE 684.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0323 ***********************************************************************
 NP0323  DESIGNATION -  L 35
 NP0323  PID         -  NP0323
 NP0323  STATE/COUNTY-  NE/DAWES
 NP0323  USGS QUAD   -  WAYSIDE (1980)
 NP0323
 NP0323                         *CURRENT SURVEY CONTROL
 NP0323  ___________________________________________________________________
 NP0323* NAD 83(1986)-  42 56 25.     (N)    103 12 04.     (W)     SCALED    
 NP0323* NAVD 88     -      1064.237  (meters)    3491.58   (feet)  ADJUSTED  
 NP0323  ___________________________________________________________________
 NP0323  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 NP0323  DYNAMIC HT  -        1063.734 (meters)    3489.93  (feet)  COMP
 NP0323  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 NP0323
 NP0323  VERT ORDER  -  SECOND    CLASS 0
 NP0323
 NP0323.The horizontal coordinates were scaled from a topographic map and have
 NP0323.an estimated accuracy of +/- 6 seconds.
 NP0323
 NP0323.The orthometric height was determined by differential leveling
 NP0323.and adjusted by the National Geodetic Survey in June 1991..
 NP0323
 NP0323.The geoid height was determined by GEOID03.
 NP0323
 NP0323.The dynamic height is computed by dividing the NAVD 88
 NP0323.geopotential number by the normal gravity value computed on the
 NP0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0323.degrees latitude (g = 980.6199 gals.).
 NP0323
 NP0323.The modeled gravity was interpolated from observed gravity values.
 NP0323
 NP0323;                    North         East    Units  Estimated Accuracy
 NP0323;SPC NE       -   349,820.      238,790.      MT  (+/- 180 meters Scaled)
 NP0323
 NP0323                          SUPERSEDED SURVEY CONTROL
 NP0323
 NP0323  NGVD 29 (??/??/92) 1063.679  (m)         3489.75   (f) ADJ UNCH    2 0
 NP0323
 NP0323.Superseded values are not recommended for survey control.
 NP0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0323.See file dsdata.txt to determine how the superseded data were derived.
 NP0323
 NP0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH467557(NAD 83)
 NP0323_MARKER: DB = BENCH MARK DISK
 NP0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0323_STAMPING: L 35 1934
 NP0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0323+STABILITY: SURFACE MOTION
 NP0323
 NP0323  HISTORY     - Date     Condition        Report By
 NP0323  HISTORY     - 1934     MONUMENTED       CGS
 NP0323  HISTORY     - 1957     GOOD             NGS
 NP0323
 NP0323                          STATION DESCRIPTION
 NP0323
 NP0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0323'4 MI SE FROM WAYSIDE.
 NP0323'ABOUT 4.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0323'RAILWAY FROM THE STATION AT WAYSIDE, IN SECTION 10, T.34 N.,
 NP0323'R.50 W., 1 1/2 POLES NORTHWEST OF MILEPOST 8, 92 FEET NORTHEAST
 NP0323'OF THE NORTHEAST RAIL, 9 1/2 RAILS NORTHWEST OF A CULVERT,
 NP0323'5 1/2 FEET SOUTHWEST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST
 NP0323'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 NP0323'POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0330 ***********************************************************************
 NO0330  DESIGNATION -  L 350
 NO0330  PID         -  NO0330
 NO0330  STATE/COUNTY-  NE/CHERRY
 NO0330  USGS QUAD   -  IRWIN (1990)
 NO0330
 NO0330                         *CURRENT SURVEY CONTROL
 NO0330  ___________________________________________________________________
 NO0330* NAD 83(1986)-  42 53 13.     (N)    101 55 17.     (W)     SCALED    
 NO0330* NAVD 88     -      1042.520  (meters)    3420.33   (feet)  ADJUSTED  
 NO0330  ___________________________________________________________________
 NO0330  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 NO0330  DYNAMIC HT  -        1042.044 (meters)    3418.77  (feet)  COMP
 NO0330  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 NO0330
 NO0330  VERT ORDER  -  FIRST     CLASS II
 NO0330
 NO0330.The horizontal coordinates were scaled from a topographic map and have
 NO0330.an estimated accuracy of +/- 6 seconds.
 NO0330
 NO0330.The orthometric height was determined by differential leveling
 NO0330.and adjusted by the National Geodetic Survey in June 1991..
 NO0330
 NO0330.The geoid height was determined by GEOID03.
 NO0330
 NO0330.The dynamic height is computed by dividing the NAVD 88
 NO0330.geopotential number by the normal gravity value computed on the
 NO0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0330.degrees latitude (g = 980.6199 gals.).
 NO0330
 NO0330.The modeled gravity was interpolated from observed gravity values.
 NO0330
 NO0330;                    North         East    Units  Estimated Accuracy
 NO0330;SPC NE       -   340,810.      343,060.      MT  (+/- 180 meters Scaled)
 NO0330
 NO0330                          SUPERSEDED SURVEY CONTROL
 NO0330
 NO0330  NGVD 29 (??/??/92) 1042.068  (m)         3418.85   (f) ADJ UNCH    1 2
 NO0330
 NO0330.Superseded values are not recommended for survey control.
 NO0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0330.See file dsdata.txt to determine how the superseded data were derived.
 NO0330
 NO0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN614524(NAD 83)
 NO0330_MARKER: DB = BENCH MARK DISK
 NO0330_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NO0330+WITH SETTING: INTO GROUND
 NO0330_STAMPING: L 350 1957
 NO0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0330+STABILITY: SURFACE MOTION
 NO0330
 NO0330  HISTORY     - Date     Condition        Report By
 NO0330  HISTORY     - 1957     MONUMENTED       CGS
 NO0330
 NO0330                          STATION DESCRIPTION
 NO0330
 NO0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0330'11.9 MI W FROM MERRIMAN.
 NO0330'ABOUT 11.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0330'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 39 W., SECTION
 NO0330'33., ON THE WEST SIDE OF A SMALL SANDY KNOLL, IN LINE
 NO0330'WITH A ROW OF TELEPHONE POLES, 63 1/2 FEET EAST OF MILEPOST
 NO0330'344, 39 FEET SOUTH OF THE SOUTH RAIL, 7 1/2 FEET NORTH OF THE
 NO0330'SOUTH RIGHT OF WAY FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 NO0330'POST, ABOUT 3 FEET ABOVE THE TOP OF THE RAILS, A DISK BRAZED
 NO0330'ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0021 ***********************************************************************
 NP0021  DESIGNATION -  L 351
 NP0021  PID         -  NP0021
 NP0021  STATE/COUNTY-  NE/SHERIDAN
 NP0021  USGS QUAD   -  GORDON (1969)
 NP0021
 NP0021                         *CURRENT SURVEY CONTROL
 NP0021  ___________________________________________________________________
 NP0021* NAD 83(1986)-  42 47 57.     (N)    102 14 33.     (W)     SCALED    
 NP0021* NAVD 88     -      1100.533  (meters)    3610.67   (feet)  ADJUSTED  
 NP0021  ___________________________________________________________________
 NP0021  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 NP0021  DYNAMIC HT  -        1100.012 (meters)    3608.96  (feet)  COMP
 NP0021  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 NP0021
 NP0021  VERT ORDER  -  FIRST     CLASS II
 NP0021
 NP0021.The horizontal coordinates were scaled from a topographic map and have
 NP0021.an estimated accuracy of +/- 6 seconds.
 NP0021
 NP0021.The orthometric height was determined by differential leveling
 NP0021.and adjusted by the National Geodetic Survey in June 1991..
 NP0021
 NP0021.The geoid height was determined by GEOID03.
 NP0021
 NP0021.The dynamic height is computed by dividing the NAVD 88
 NP0021.geopotential number by the normal gravity value computed on the
 NP0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0021.degrees latitude (g = 980.6199 gals.).
 NP0021
 NP0021.The modeled gravity was interpolated from observed gravity values.
 NP0021
 NP0021;                    North         East    Units  Estimated Accuracy
 NP0021;SPC NE       -   331,690.      316,590.      MT  (+/- 180 meters Scaled)
 NP0021
 NP0021                          SUPERSEDED SURVEY CONTROL
 NP0021
 NP0021  NGVD 29 (??/??/92) 1100.043  (m)         3609.06   (f) ADJ UNCH    1 2
 NP0021
 NP0021.Superseded values are not recommended for survey control.
 NP0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0021.See file dsdata.txt to determine how the superseded data were derived.
 NP0021
 NP0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH254422(NAD 83)
 NP0021_MARKER: DB = BENCH MARK DISK
 NP0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0021_STAMPING: L 351 1957
 NP0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0021+STABILITY: SURFACE MOTION
 NP0021
 NP0021  HISTORY     - Date     Condition        Report By
 NP0021  HISTORY     - 1957     MONUMENTED       CGS
 NP0021  HISTORY     - 1969     GOOD             USGS
 NP0021  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NP0021
 NP0021                          STATION DESCRIPTION
 NP0021
 NP0021'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NP0021'2 MI W FROM GORDON.
 NP0021'GORDON, TWO MILES WEST ALONG U.S. HIGHWAY 20 FROM DEPOT OF
 NP0021'CHICAGO AND NORTHWESTERN RR.  NEAR SECS. CORS. 26, 27, 34, 35. T.
 NP0021'33 N., R. 42 W. 80 FEET SOUTH AND 73 FEET EAST OF ROAD CROSSING,
 NP0021'5 FEET SOUTH OF NE COR. OF TRANSFORMER STATION.  1 1/2 FEET
 NP0021'EAST OF MESH FENCE.  1 1/2 FEET NORTH OF A WOODEN WITNESS POST.
 NP0021'SET IN CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 NP0021'GROUND.  A STANDARD DISK.
 NP0021
 NP0021                          STATION RECOVERY (1982)
 NP0021
 NP0021'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NP0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0212 ***********************************************************************
 NO0212  DESIGNATION -  L 352
 NO0212  PID         -  NO0212
 NO0212  STATE/COUNTY-  NE/CHERRY
 NO0212  USGS QUAD   -  CODY WEST (1985)
 NO0212
 NO0212                         *CURRENT SURVEY CONTROL
 NO0212  ___________________________________________________________________
 NO0212* NAD 83(1986)-  42 56 12.     (N)    101 15 03.     (W)     SCALED    
 NO0212* NAVD 88     -       944.257  (meters)    3097.95   (feet)  ADJUSTED  
 NO0212  ___________________________________________________________________
 NO0212  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 NO0212  DYNAMIC HT  -         943.846 (meters)    3096.60  (feet)  COMP
 NO0212  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 NO0212
 NO0212  VERT ORDER  -  FIRST     CLASS II
 NO0212
 NO0212.The horizontal coordinates were scaled from a topographic map and have
 NO0212.an estimated accuracy of +/- 6 seconds.
 NO0212
 NO0212.The orthometric height was determined by differential leveling
 NO0212.and adjusted by the National Geodetic Survey in June 1991..
 NO0212
 NO0212.The geoid height was determined by GEOID03.
 NO0212
 NO0212.The dynamic height is computed by dividing the NAVD 88
 NO0212.geopotential number by the normal gravity value computed on the
 NO0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0212.degrees latitude (g = 980.6199 gals.).
 NO0212
 NO0212.The modeled gravity was interpolated from observed gravity values.
 NO0212
 NO0212;                    North         East    Units  Estimated Accuracy
 NO0212;SPC NE       -   345,320.      397,910.      MT  (+/- 180 meters Scaled)
 NO0212
 NO0212                          SUPERSEDED SURVEY CONTROL
 NO0212
 NO0212  NGVD 29 (??/??/92)  943.874  (m)         3096.69   (f) ADJ UNCH    1 2
 NO0212
 NO0212.Superseded values are not recommended for survey control.
 NO0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0212.See file dsdata.txt to determine how the superseded data were derived.
 NO0212
 NO0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN163562(NAD 83)
 NO0212_MARKER: DB = BENCH MARK DISK
 NO0212_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NO0212_SP_SET: 28 FEET
 NO0212_STAMPING: L 352 1957
 NO0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0212
 NO0212  HISTORY     - Date     Condition        Report By
 NO0212  HISTORY     - 1957     MONUMENTED       CGS
 NO0212
 NO0212                          STATION DESCRIPTION
 NO0212
 NO0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0212'AT CODY.
 NO0212'AT CODY, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, IN SECTION
 NO0212'7, T. 34 N., R. 33 W., 0.15 MILE WEST OF THE STATION, 261 FEET
 NO0212'EAST-SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 243 FEET EAST OF
 NO0212'THE CENTER LINE OF CROSS ROAD, 246 FEET WEST OF A LONE 24-INCH
 NO0212'COTTONWOOD, 71 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 NO0212'57 FEET SOUTH OF THE SOUTH RAIL OF THE SIDE TRACK, 7 1/2 FEET
 NO0212'SOUTH OF TELEPHONE POLE WITH GUY WIRE, 1 1/2 FEET WEST OF A WHITE
 NO0212'WOODEN WITNESS POST, A DISK ON A 5/8-INCH COPPERCOATED ROD WHICH
 NO0212'IS DRIVEN TO A DEPTH OF 28 FEET.  THE ROD IS ENCASED IN A SIX
 NO0212'INCH TILE WHICH PROJECTS 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0206 ***********************************************************************
 NP0206  DESIGNATION -  L 353
 NP0206  PID         -  NP0206
 NP0206  STATE/COUNTY-  NE/SHERIDAN
 NP0206  USGS QUAD   -  HAY SPRINGS (1966)
 NP0206
 NP0206                         *CURRENT SURVEY CONTROL
 NP0206  ___________________________________________________________________
 NP0206* NAD 83(1986)-  42 40 57.     (N)    102 41 51.     (W)     SCALED    
 NP0206* NAVD 88     -      1166.186  (meters)    3826.06   (feet)  ADJUSTED  
 NP0206  ___________________________________________________________________
 NP0206  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 NP0206  DYNAMIC HT  -        1165.590 (meters)    3824.11  (feet)  COMP
 NP0206  MODELED GRAV-     980,069.9   (mgal)                       NAVD 88
 NP0206
 NP0206  VERT ORDER  -  FIRST     CLASS II
 NP0206
 NP0206.The horizontal coordinates were scaled from a topographic map and have
 NP0206.an estimated accuracy of +/- 6 seconds.
 NP0206
 NP0206.The orthometric height was determined by differential leveling
 NP0206.and adjusted by the National Geodetic Survey in June 1991..
 NP0206
 NP0206.The geoid height was determined by GEOID03.
 NP0206
 NP0206.The dynamic height is computed by dividing the NAVD 88
 NP0206.geopotential number by the normal gravity value computed on the
 NP0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0206.degrees latitude (g = 980.6199 gals.).
 NP0206
 NP0206.The modeled gravity was interpolated from observed gravity values.
 NP0206
 NP0206;                    North         East    Units  Estimated Accuracy
 NP0206;SPC NE       -   319,800.      278,980.      MT  (+/- 180 meters Scaled)
 NP0206
 NP0206                          SUPERSEDED SURVEY CONTROL
 NP0206
 NP0206  NGVD 29 (??/??/92) 1165.648  (m)         3824.30   (f) ADJ UNCH    1 2
 NP0206
 NP0206.Superseded values are not recommended for survey control.
 NP0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0206.See file dsdata.txt to determine how the superseded data were derived.
 NP0206
 NP0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH886281(NAD 83)
 NP0206_MARKER: DB = BENCH MARK DISK
 NP0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0206_STAMPING: L 353 1957
 NP0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0206+STABILITY: SURFACE MOTION
 NP0206
 NP0206  HISTORY     - Date     Condition        Report By
 NP0206  HISTORY     - 1957     MONUMENTED       CGS
 NP0206
 NP0206                          STATION DESCRIPTION
 NP0206
 NP0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0206'0.3 MI NW FROM HAY SPRINGS.
 NP0206'ABOUT 0.3 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0206'RAILWAY FROM THE STATION AT HAY SPRINGS, 148 FEET SOUTH OF THE
 NP0206'CENTER LINE OF U.S. HIGHWAY 20, 129 FEET NORTH OF A TRANSFORMER
 NP0206'POLE, 45 FEET SOUTHWEST OF THE CENTER OF A WIRE GATE AT THE NORTH
 NP0206'ENTRANCE TO THE HAY SPRINGS AIRPORT, 359 FEET SOUTH OF THE SOUTH
 NP0206'RAIL, 1 FOOT EAST-SOUTHEAST OF A NORTH-SOUTH FENCE LINE, 1 1/2
 NP0206'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AT THE HAY SPRINGS
 NP0206'AIRPORT, IN T. 31 N., R. 46 W., SECTION 10, SET IN THE TOP OF A
 NP0206'CONCRETE POST WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0543 ***********************************************************************
 NN0543  DESIGNATION -  L 36
 NN0543  PID         -  NN0543
 NN0543  STATE/COUNTY-  NE/ROCK
 NN0543  USGS QUAD   -  BASSETT (1954)
 NN0543
 NN0543                         *CURRENT SURVEY CONTROL
 NN0543  ___________________________________________________________________
 NN0543* NAD 83(1986)-  42 36 56.     (N)    099 32 21.     (W)     SCALED    
 NN0543* NAVD 88     -       706.368  (meters)    2317.48   (feet)  ADJUSTED  
 NN0543  ___________________________________________________________________
 NN0543  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 NN0543  DYNAMIC HT  -         706.083 (meters)    2316.54  (feet)  COMP
 NN0543  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 NN0543
 NN0543  VERT ORDER  -  SECOND    CLASS 0
 NN0543
 NN0543.The horizontal coordinates were scaled from a topographic map and have
 NN0543.an estimated accuracy of +/- 6 seconds.
 NN0543
 NN0543.The orthometric height was determined by differential leveling
 NN0543.and adjusted by the National Geodetic Survey in June 1991..
 NN0543
 NN0543.The geoid height was determined by GEOID03.
 NN0543
 NN0543.The dynamic height is computed by dividing the NAVD 88
 NN0543.geopotential number by the normal gravity value computed on the
 NN0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0543.degrees latitude (g = 980.6199 gals.).
 NN0543
 NN0543.The modeled gravity was interpolated from observed gravity values.
 NN0543
 NN0543;                    North         East    Units  Estimated Accuracy
 NN0543;SPC NE       -   309,020.      537,800.      MT  (+/- 180 meters Scaled)
 NN0543
 NN0543                          SUPERSEDED SURVEY CONTROL
 NN0543
 NN0543  NGVD 29 (??/??/92)  706.118  (m)         2316.66   (f) ADJ UNCH    2 0
 NN0543
 NN0543.Superseded values are not recommended for survey control.
 NN0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0543.See file dsdata.txt to determine how the superseded data were derived.
 NN0543
 NN0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN557182(NAD 83)
 NN0543_MARKER: DB = BENCH MARK DISK
 NN0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0543_STAMPING: L-36--1934
 NN0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0543+STABILITY: SURFACE MOTION
 NN0543
 NN0543  HISTORY     - Date     Condition        Report By
 NN0543  HISTORY     - 1934     MONUMENTED       CGS
 NN0543
 NN0543                          STATION DESCRIPTION
 NN0543
 NN0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0543'1.9 MI N FROM BASSETT.
 NN0543'L-36 IS LOCATED 1.9 MILES NORTH OF RAILROAD STATION AT BASSETT,
 NN0543'60 FEET SOUTH OF A QUARTER SECTION LINE FENCE, 41 FEET WEST
 NN0543'OF CENTERLINE OF HIGHWAY, 1 FOOT EAST OF FENCE LINE.  STANDARD
 NN0543'TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.  STAMPED
 NN0543'L 36 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0692 ***********************************************************************
 LG0692  DESIGNATION -  L 363
 LG0692  PID         -  LG0692
 LG0692  STATE/COUNTY-  NE/YORK
 LG0692  USGS QUAD   -  BRADSHAW (1969)
 LG0692
 LG0692                         *CURRENT SURVEY CONTROL
 LG0692  ___________________________________________________________________
 LG0692* NAD 83(1986)-  40 53 13.     (N)    097 40 20.     (W)     SCALED    
 LG0692* NAVD 88     -       503.879  (meters)    1653.14   (feet)  ADJUSTED  
 LG0692  ___________________________________________________________________
 LG0692  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 LG0692  DYNAMIC HT  -         503.612 (meters)    1652.27  (feet)  COMP
 LG0692  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 LG0692
 LG0692  VERT ORDER  -  SECOND    CLASS 0
 LG0692
 LG0692.The horizontal coordinates were scaled from a topographic map and have
 LG0692.an estimated accuracy of +/- 6 seconds.
 LG0692
 LG0692.The orthometric height was determined by differential leveling
 LG0692.and adjusted by the National Geodetic Survey in June 1991..
 LG0692
 LG0692.The geoid height was determined by GEOID03.
 LG0692
 LG0692.The dynamic height is computed by dividing the NAVD 88
 LG0692.geopotential number by the normal gravity value computed on the
 LG0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0692.degrees latitude (g = 980.6199 gals.).
 LG0692
 LG0692.The modeled gravity was interpolated from observed gravity values.
 LG0692
 LG0692;                    North         East    Units  Estimated Accuracy
 LG0692;SPC NE       -   119,620.      696,100.      MT  (+/- 180 meters Scaled)
 LG0692
 LG0692                          SUPERSEDED SURVEY CONTROL
 LG0692
 LG0692  NGVD 29 (??/??/92)  503.678  (m)         1652.48   (f) ADJ UNCH    2 0
 LG0692
 LG0692.Superseded values are not recommended for survey control.
 LG0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0692.See file dsdata.txt to determine how the superseded data were derived.
 LG0692
 LG0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL118270(NAD 83)
 LG0692_MARKER: DB = BENCH MARK DISK
 LG0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0692_SP_SET: ABUTMENT
 LG0692_STAMPING: L 363 1961
 LG0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0692
 LG0692  HISTORY     - Date     Condition        Report By
 LG0692  HISTORY     - 1961     MONUMENTED       CGS
 LG0692
 LG0692                          STATION DESCRIPTION
 LG0692
 LG0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0692'5.1 MI W FROM YORK.
 LG0692'0.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0692'FROM THE RAILROAD STATION AT YORK, THENCE 0.9 MILE NORTH ALONG
 LG0692'DIVISON STREET, THENCE 3.9 MILES WEST ALONG U.S. HIGHWAY 2,
 LG0692'0.05 MILES EAST OF A GRAVEL ROAD CROSSING, 19.4 FEET NORTH OF
 LG0692'CENTER LINE OF HIGHWAY, 6 INCHES EAST OF THE WEST END OF CONCRETE
 LG0692'ABUTMENT, SET IN TOP OF THE WEST END OF THE NORTH CONCRETE
 LG0692'ABUTMENT OF BRIDGE NO. 2504 AND ABOUT 1.5 FEET LOWER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0073 ***********************************************************************
 LG0073  DESIGNATION -  L 364
 LG0073  PID         -  LG0073
 LG0073  STATE/COUNTY-  NE/CASS
 LG0073  USGS QUAD   -  WEEPING WATER (1966)
 LG0073
 LG0073                         *CURRENT SURVEY CONTROL
 LG0073  ___________________________________________________________________
 LG0073* NAD 83(1986)-  40 48 46.     (N)    096 08 26.     (W)     SCALED    
 LG0073* NAVD 88     -       383.224  (meters)    1257.29   (feet)  ADJUSTED  
 LG0073  ___________________________________________________________________
 LG0073  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 LG0073  DYNAMIC HT  -         383.056 (meters)    1256.74  (feet)  COMP
 LG0073  MODELED GRAV-     980,174.3   (mgal)                       NAVD 88
 LG0073
 LG0073  VERT ORDER  -  SECOND    CLASS 0
 LG0073
 LG0073.The horizontal coordinates were scaled from a topographic map and have
 LG0073.an estimated accuracy of +/- 6 seconds.
 LG0073
 LG0073.The orthometric height was determined by differential leveling
 LG0073.and adjusted by the National Geodetic Survey in June 1991..
 LG0073
 LG0073.The geoid height was determined by GEOID03.
 LG0073
 LG0073.The dynamic height is computed by dividing the NAVD 88
 LG0073.geopotential number by the normal gravity value computed on the
 LG0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0073.degrees latitude (g = 980.6199 gals.).
 LG0073
 LG0073.The modeled gravity was interpolated from observed gravity values.
 LG0073
 LG0073;                    North         East    Units  Estimated Accuracy
 LG0073;SPC NE       -   116,010.      825,440.      MT  (+/- 180 meters Scaled)
 LG0073
 LG0073                          SUPERSEDED SURVEY CONTROL
 LG0073
 LG0073  NGVD 29 (??/??/92)  383.126  (m)         1256.97   (f) ADJ UNCH    2 0
 LG0073
 LG0073.Superseded values are not recommended for survey control.
 LG0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0073.See file dsdata.txt to determine how the superseded data were derived.
 LG0073
 LG0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL411219(NAD 83)
 LG0073_MARKER: DB = BENCH MARK DISK
 LG0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0073_STAMPING: L 364 1961
 LG0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0073+STABILITY: SURFACE MOTION
 LG0073
 LG0073  HISTORY     - Date     Condition        Report By
 LG0073  HISTORY     - 1961     MONUMENTED       CGS
 LG0073  HISTORY     - 1964     GOOD             NGPCA
 LG0073
 LG0073                          STATION DESCRIPTION
 LG0073
 LG0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0073'2 MI NW FROM AVOCA.
 LG0073'1.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0073'STATION AT AVOCA, TO U.S. HIGHWAY 34, THENCE 0.85 MILE WEST
 LG0073'ALONG U.S. HIGHWAY 34, ABOUT 450 FEET SOUTHWEST OF A SINCLAIR
 LG0073'GAS STATION, 130 FEET SOUTHWEST OF A CROSSING, 108 FEET WEST
 LG0073'OF GRAVEL ROAD, 53.0 FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY
 LG0073'34, 20.8 FEET EAST OF A HIGHWAY RIGHT OF WAY CONCRETE POST,
 LG0073'3.6 FEET SOUTH OF A TELEPHONE POLE WITH ONE GUY WIRE, 1.1 FEET
 LG0073'WEST OF A METAL WITNESS POST WITH SIGN, 1.6 FEET HIGHER THAN
 LG0073'THE HIGHWAY, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0073'10 INCHES ABOVE GROUND.
 LG0073
 LG0073                          STATION RECOVERY (1964)
 LG0073
 LG0073'RECOVERY NOTE BY NATURAL GAS CO 1964
 LG0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0472 ***********************************************************************
 LG0472  DESIGNATION -  L 365
 LG0472  PID         -  LG0472
 LG0472  STATE/COUNTY-  NE/SALINE
 LG0472  USGS QUAD   -  PLEASANT HILL (1964)
 LG0472
 LG0472                         *CURRENT SURVEY CONTROL
 LG0472  ___________________________________________________________________
 LG0472* NAD 83(1986)-  40 34 57.     (N)    097 07 22.     (W)     SCALED    
 LG0472* NAVD 88     -       455.710  (meters)    1495.11   (feet)  ADJUSTED  
 LG0472  ___________________________________________________________________
 LG0472  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0472  DYNAMIC HT  -         455.457 (meters)    1494.28  (feet)  COMP
 LG0472  MODELED GRAV-     980,057.6   (mgal)                       NAVD 88
 LG0472
 LG0472  VERT ORDER  -  SECOND    CLASS 0
 LG0472
 LG0472.The horizontal coordinates were scaled from a topographic map and have
 LG0472.an estimated accuracy of +/- 6 seconds.
 LG0472
 LG0472.The orthometric height was determined by differential leveling
 LG0472.and adjusted by the National Geodetic Survey in June 1991..
 LG0472
 LG0472.The geoid height was determined by GEOID03.
 LG0472
 LG0472.The dynamic height is computed by dividing the NAVD 88
 LG0472.geopotential number by the normal gravity value computed on the
 LG0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0472.degrees latitude (g = 980.6199 gals.).
 LG0472
 LG0472.The modeled gravity was interpolated from observed gravity values.
 LG0472
 LG0472;                    North         East    Units  Estimated Accuracy
 LG0472;SPC NE       -    87,230.      743,500.      MT  (+/- 180 meters Scaled)
 LG0472
 LG0472                          SUPERSEDED SURVEY CONTROL
 LG0472
 LG0472  NGVD 29 (??/??/92)  455.551  (m)         1494.59   (f) ADJ UNCH    2 0
 LG0472
 LG0472.Superseded values are not recommended for survey control.
 LG0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0472.See file dsdata.txt to determine how the superseded data were derived.
 LG0472
 LG0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK588941(NAD 83)
 LG0472_MARKER: DB = BENCH MARK DISK
 LG0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0472_SP_SET: STEP
 LG0472_STAMPING: L 365 1961
 LG0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0472
 LG0472  HISTORY     - Date     Condition        Report By
 LG0472  HISTORY     - 1961     MONUMENTED       CGS
 LG0472
 LG0472                          STATION DESCRIPTION
 LG0472
 LG0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0472'4.8 MI S FROM DORCHESTER.
 LG0472'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0472'FROM THE STATION AT DORCHESTER TO STATE HIGHWAY 15, THENCE 4.5
 LG0472'MILES SOUTH ALONG STATE HIGHWAY 15, 84 FEET EAST OF THE CENTER
 LG0472'OF A GRAVEL ROAD, 72 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 LG0472'9.4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BUILDING, SET IN
 LG0472'THE TOP OF THE FIRST STEP AT THE SOUTHWEST CORNER OF A LARGE
 LG0472'MEETING HALL NAMED RAB TABOR 742 C.B.J. 10, 6 FEET SOUTHWEST OF
 LG0472'THE CENTER OF THE DOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0022 ***********************************************************************
 NN0022  DESIGNATION -  L 37
 NN0022  PID         -  NN0022
 NN0022  STATE/COUNTY-  NE/KNOX
 NN0022  USGS QUAD   -  NIOBRARA (1950)
 NN0022
 NN0022                         *CURRENT SURVEY CONTROL
 NN0022  ___________________________________________________________________
 NN0022* NAD 83(1986)-  42 46 30.     (N)    098 05 05.     (W)     SCALED    
 NN0022* NAVD 88     -       373.536  (meters)    1225.51   (feet)  ADJUSTED  
 NN0022  ___________________________________________________________________
 NN0022  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 NN0022  DYNAMIC HT  -         373.411 (meters)    1225.10  (feet)  COMP
 NN0022  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 NN0022
 NN0022  VERT ORDER  -  SECOND    CLASS 0
 NN0022
 NN0022.The horizontal coordinates were scaled from a topographic map and have
 NN0022.an estimated accuracy of +/- 6 seconds.
 NN0022
 NN0022.The orthometric height was determined by differential leveling
 NN0022.and adjusted by the National Geodetic Survey in June 1991..
 NN0022
 NN0022.The geoid height was determined by GEOID03.
 NN0022
 NN0022.The dynamic height is computed by dividing the NAVD 88
 NN0022.geopotential number by the normal gravity value computed on the
 NN0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0022.degrees latitude (g = 980.6199 gals.).
 NN0022
 NN0022.The modeled gravity was interpolated from observed gravity values.
 NN0022
 NN0022;                    North         East    Units  Estimated Accuracy
 NN0022;SPC NE       -   328,360.      656,710.      MT  (+/- 180 meters Scaled)
 NN0022
 NN0022                          SUPERSEDED SURVEY CONTROL
 NN0022
 NN0022  NGVD 29 (??/??/92)  373.319  (m)         1224.80   (f) ADJ UNCH    2 0
 NN0022
 NN0022.Superseded values are not recommended for survey control.
 NN0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0022.See file dsdata.txt to determine how the superseded data were derived.
 NN0022
 NN0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN748362(NAD 83)
 NN0022_MARKER: DB = BENCH MARK DISK
 NN0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0022_STAMPING: L-37 1934
 NN0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0022+STABILITY: SURFACE MOTION
 NN0022
 NN0022  HISTORY     - Date     Condition        Report By
 NN0022  HISTORY     - 1934     MONUMENTED       CGS
 NN0022
 NN0022                          STATION DESCRIPTION
 NN0022
 NN0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0022'3 MI NW FROM NIOBRARA.
 NN0022'LOCATED 3 MILES NORTHWEST OF STATION AT NIOBRARA, 4 TELEGRAPH
 NN0022'POLES EAST OF M.P. 68, 78 FEET NORTHWEST OF WEST END OF R.R.
 NN0022'TRESTLE NO. F-150, 44.7 FEET NORTH OF NORTH RAIL, 20 FEET
 NN0022'WEST OF CENTERLINE OF ROAD CROSSING TRACKS, 3 FEET SOUTHWEST OF
 NN0022'CORNER FENCE POST.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 NN0022'2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1277 ***********************************************************************
 NM1277  DESIGNATION -  L 38 RESET
 NM1277  PID         -  NM1277
 NM1277  STATE/COUNTY-  NE/PIERCE
 NM1277  USGS QUAD   -  PLAINVIEW (1963)
 NM1277
 NM1277                         *CURRENT SURVEY CONTROL
 NM1277  ___________________________________________________________________
 NM1277* NAD 83(1986)-  42 21 03.     (N)    097 46 34.     (W)     SCALED    
 NM1277* NAVD 88     -       519.05   (+/-2cm)    1702.9    (feet)  VERTCON   
 NM1277  ___________________________________________________________________
 NM1277  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 NM1277
 NM1277  VERT ORDER  -  THIRD (See Below)
 NM1277
 NM1277.The horizontal coordinates were scaled from a topographic map and have
 NM1277.an estimated accuracy of +/- 6 seconds.
 NM1277
 NM1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1277.The vertical order pertains to the NGVD 29 superseded value.
 NM1277
 NM1277.The geoid height was determined by GEOID03.
 NM1277
 NM1277;                    North         East    Units  Estimated Accuracy
 NM1277;SPC NE       -   281,870.      683,170.      MT  (+/- 180 meters Scaled)
 NM1277
 NM1277                          SUPERSEDED SURVEY CONTROL
 NM1277
 NM1277  NGVD 29 (??/??/??)  518.87   (m)         1702.3    (f) RESET       3  
 NM1277
 NM1277.Superseded values are not recommended for survey control.
 NM1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1277.See file dsdata.txt to determine how the superseded data were derived.
 NM1277
 NM1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM008894(NAD 83)
 NM1277_MARKER: DB = BENCH MARK DISK
 NM1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1277_STAMPING: L 38 1934 RESET 1957
 NM1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1277+STABILITY: SURFACE MOTION
 NM1277
 NM1277  HISTORY     - Date     Condition        Report By
 NM1277  HISTORY     - 1957     MONUMENTED       CGS
 NM1277  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1277
 NM1277                          STATION DESCRIPTION
 NM1277
 NM1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NM1277'1.1 MI E FROM PLAINVIEW.
 NM1277'1.1 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND
 NM1277'NORTHWESTERN RAILROAD STATION AT PLAINVIEW, PIERCE COUNTY, AT THE
 NM1277'EAST EDGE OF TOWN AT A SECTIONLINE ROAD INTERSECTION, ABOUT
 NM1277'100 YARDS NORTH OF RAILROAD TRACKS, 61 FEET NORTHWEST OF THE
 NM1277'NORTHWEST CORNER OF HOUSE, 50 FEET SOUTH OF THE CENTER OF U.S.
 NM1277'HIGHWAY 20, 40 FEET EAST OF THE CENTER OF GRAVEL ROAD, AND 4
 NM1277'FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 10 INCHES AND
 NM1277'THE DISK IS STAMPED L 38 1934 RESET 1957.
 NM1277
 NM1277                          STATION RECOVERY (1999)
 NM1277
 NM1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1277'THE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 NM1277'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1442 ***********************************************************************
 NM1442  DESIGNATION -  L 39
 NM1442  PID         -  NM1442
 NM1442  STATE/COUNTY-  NE/KNOX
 NM1442  USGS QUAD   -  TABOR SE (1968)
 NM1442
 NM1442                         *CURRENT SURVEY CONTROL
 NM1442  ___________________________________________________________________
 NM1442* NAD 83(1986)-  42 45 59.     (N)    097 30 18.     (W)     SCALED    
 NM1442* NAVD 88     -       412.583  (meters)    1353.62   (feet)  ADJUSTED  
 NM1442  ___________________________________________________________________
 NM1442  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 NM1442  DYNAMIC HT  -         412.458 (meters)    1353.21  (feet)  COMP
 NM1442  MODELED GRAV-     980,304.9   (mgal)                       NAVD 88
 NM1442
 NM1442  VERT ORDER  -  SECOND    CLASS 0
 NM1442
 NM1442.The horizontal coordinates were scaled from a topographic map and have
 NM1442.an estimated accuracy of +/- 6 seconds.
 NM1442
 NM1442.The orthometric height was determined by differential leveling
 NM1442.and adjusted by the National Geodetic Survey in June 1991..
 NM1442
 NM1442.The geoid height was determined by GEOID03.
 NM1442
 NM1442.The dynamic height is computed by dividing the NAVD 88
 NM1442.geopotential number by the normal gravity value computed on the
 NM1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1442.degrees latitude (g = 980.6199 gals.).
 NM1442
 NM1442.The modeled gravity was interpolated from observed gravity values.
 NM1442
 NM1442;                    North         East    Units  Estimated Accuracy
 NM1442;SPC NE       -   328,620.      704,170.      MT  (+/- 180 meters Scaled)
 NM1442
 NM1442                          SUPERSEDED SURVEY CONTROL
 NM1442
 NM1442  NGVD 29 (??/??/92)  412.377  (m)         1352.94   (f) ADJ UNCH    2 0
 NM1442
 NM1442.Superseded values are not recommended for survey control.
 NM1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1442.See file dsdata.txt to determine how the superseded data were derived.
 NM1442
 NM1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN223359(NAD 83)
 NM1442_MARKER: DB = BENCH MARK DISK
 NM1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1442_STAMPING: L-39-1934
 NM1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1442+STABILITY: SURFACE MOTION
 NM1442
 NM1442  HISTORY     - Date     Condition        Report By
 NM1442  HISTORY     - 1934     MONUMENTED       CGS
 NM1442
 NM1442                          STATION DESCRIPTION
 NM1442
 NM1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1442'2.6 MI N FROM CROFTON.
 NM1442'2.6 MILES NORTH OF CROFTON, 0.3 MILE SOUTH OF CONCRETE BRIDGE
 NM1442'UNDER HIGHWAY, 32 FEET EAST OF CENTERLINE OF HIGHWAY, 3.1 FEET
 NM1442'SOUTH OF CORNER FENCE POST IN NORTHWEST CORNER OF A HOG PASTURE.
 NM1442'STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH,
 NM1442'STAMPED L 39 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1152 ***********************************************************************
 NM1152  DESIGNATION -  L 40
 NM1152  PID         -  NM1152
 NM1152  STATE/COUNTY-  NE/CEDAR
 NM1152  USGS QUAD   -  BELDEN (1971)
 NM1152
 NM1152                         *CURRENT SURVEY CONTROL
 NM1152  ___________________________________________________________________
 NM1152* NAD 83(1986)-  42 28 02.     (N)    097 08 49.     (W)     SCALED    
 NM1152* NAVD 88     -       459.534  (meters)    1507.65   (feet)  ADJUSTED  
 NM1152  ___________________________________________________________________
 NM1152  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 NM1152  DYNAMIC HT  -         459.371 (meters)    1507.12  (feet)  COMP
 NM1152  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 NM1152
 NM1152  VERT ORDER  -  SECOND    CLASS 0
 NM1152
 NM1152.The horizontal coordinates were scaled from a topographic map and have
 NM1152.an estimated accuracy of +/- 6 seconds.
 NM1152
 NM1152.The orthometric height was determined by differential leveling
 NM1152.and adjusted by the National Geodetic Survey in June 1991..
 NM1152
 NM1152.The geoid height was determined by GEOID03.
 NM1152
 NM1152.The dynamic height is computed by dividing the NAVD 88
 NM1152.geopotential number by the normal gravity value computed on the
 NM1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1152.degrees latitude (g = 980.6199 gals.).
 NM1152
 NM1152.The modeled gravity was interpolated from observed gravity values.
 NM1152
 NM1152;                    North         East    Units  Estimated Accuracy
 NM1152;SPC NE       -   296,310.      734,550.      MT  (+/- 180 meters Scaled)
 NM1152
 NM1152                          SUPERSEDED SURVEY CONTROL
 NM1152
 NM1152  NGVD 29 (??/??/92)  459.329  (m)         1506.98   (f) ADJ UNCH    2 0
 NM1152
 NM1152.Superseded values are not recommended for survey control.
 NM1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1152.See file dsdata.txt to determine how the superseded data were derived.
 NM1152
 NM1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN523033(NAD 83)
 NM1152_MARKER: DB = BENCH MARK DISK
 NM1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1152_STAMPING: L 40 1934
 NM1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1152+STABILITY: SURFACE MOTION
 NM1152
 NM1152  HISTORY     - Date     Condition        Report By
 NM1152  HISTORY     - 1934     MONUMENTED       CGS
 NM1152  HISTORY     - 1971     MARK NOT FOUND   USGS
 NM1152
 NM1152                          STATION DESCRIPTION
 NM1152
 NM1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1152'4 MI SE FROM COLERIDGE.
 NM1152'4.0 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM1152'AND OMAHA RAILWAY FROM THE STATION AT COLRIDGE, CEDAR COUNTY,
 NM1152'53.5 FEET SOUTH OF THE CENTER OF A SECTION-LINE ROAD CROSSING,
 NM1152'36.5 FEET SOUTH OF THE CENTER OF A DOUBLE WOODEN CULVERT 32 1/2
 NM1152'SOUTHWEST OF THE RAIL, AND 6.5 FEET NORTHEAST OF THE RIGHT-OF-WAY
 NM1152'FENCE.  A STANDARD DISK, STAMPED L 40 1934 AND SET IN THE TOP
 NM1152'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NM1152
 NM1152                          STATION RECOVERY (1971)
 NM1152
 NM1152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NM1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0555 ***********************************************************************
 NP0555  DESIGNATION -  L 416
 NP0555  PID         -  NP0555
 NP0555  STATE/COUNTY-  NE/SIOUX
 NP0555  USGS QUAD   -  ORELLA (1980)
 NP0555
 NP0555                         *CURRENT SURVEY CONTROL
 NP0555  ___________________________________________________________________
 NP0555* NAD 83(1986)-  42 57 06.     (N)    103 35 00.     (W)     SCALED    
 NP0555* NAVD 88     -      1127.318  (meters)    3698.54   (feet)  ADJUSTED  
 NP0555  ___________________________________________________________________
 NP0555  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 NP0555  DYNAMIC HT  -        1126.780 (meters)    3696.78  (feet)  COMP
 NP0555  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 NP0555
 NP0555  VERT ORDER  -  FIRST     CLASS II
 NP0555
 NP0555.The horizontal coordinates were scaled from a topographic map and have
 NP0555.an estimated accuracy of +/- 6 seconds.
 NP0555
 NP0555.The orthometric height was determined by differential leveling
 NP0555.and adjusted by the National Geodetic Survey in June 1991..
 NP0555
 NP0555.The geoid height was determined by GEOID03.
 NP0555
 NP0555.The dynamic height is computed by dividing the NAVD 88
 NP0555.geopotential number by the normal gravity value computed on the
 NP0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0555.degrees latitude (g = 980.6199 gals.).
 NP0555
 NP0555.The modeled gravity was interpolated from observed gravity values.
 NP0555
 NP0555;                    North         East    Units  Estimated Accuracy
 NP0555;SPC NE       -   352,310.      207,670.      MT  (+/- 180 meters Scaled)
 NP0555
 NP0555                          SUPERSEDED SURVEY CONTROL
 NP0555
 NP0555.No superseded survey control is available for this station.
 NP0555
 NP0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH155564(NAD 83)
 NP0555_MARKER: I = METAL ROD
 NP0555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0555_SP_SET: STAINLESS STEEL ROD
 NP0555_STAMPING: L 416 1985
 NP0555_MARK LOGO: NGS   
 NP0555_PROJECTION: FLUSH
 NP0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0555_ROD/PIPE-DEPTH: 6.1  meters
 NP0555
 NP0555  HISTORY     - Date     Condition        Report By
 NP0555  HISTORY     - 1985     MONUMENTED       NGS
 NP0555
 NP0555                          STATION DESCRIPTION
 NP0555
 NP0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0555'39.6 KM (24.6 MI) NORTH FROM CRAWFORD.
 NP0555'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0555'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0555'ALONG STATE ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL
 NP0555'ROAD, THENCE 3.7 KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16
 NP0555'KM (0.1 MI) EAST ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN
 NP0555'RAILROAD, THENCE 28.8 KM (17.25 MI) NORTH ALONG THE EAST SIDE OF THE
 NP0555'TRACKS, AT THE OUTSIDE OF A SHARP CURVE, AT A SECTION LINE FENCE
 NP0555'CORNER POST, 27.1 METERS (89 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 NP0555'ROAD, 21.6 METERS (71 FT) SOUTH OF THE CENTER OF A WIRE GATE AND 0.3
 NP0555'METER (1 FT) WEST OF THE CORNER POST.
 NP0555'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NP0555'THE MARK IS 0.15 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0345 ***********************************************************************
 MN0345  DESIGNATION -  L 417
 MN0345  PID         -  MN0345
 MN0345  STATE/COUNTY-  NE/MORRILL
 MN0345  USGS QUAD   -  ANGORA (1965)
 MN0345
 MN0345                         *CURRENT SURVEY CONTROL
 MN0345  ___________________________________________________________________
 MN0345* NAD 83(1986)-  41 47 22.     (N)    103 09 21.     (W)     SCALED    
 MN0345* NAVD 88     -      1266.342  (meters)    4154.66   (feet)  ADJUSTED  
 MN0345  ___________________________________________________________________
 MN0345  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 MN0345  DYNAMIC HT  -        1265.521 (meters)    4151.96  (feet)  COMP
 MN0345  MODELED GRAV-     979,930.6   (mgal)                       NAVD 88
 MN0345
 MN0345  VERT ORDER  -  FIRST     CLASS II
 MN0345
 MN0345.The horizontal coordinates were scaled from a topographic map and have
 MN0345.an estimated accuracy of +/- 6 seconds.
 MN0345
 MN0345.The orthometric height was determined by differential leveling
 MN0345.and adjusted by the National Geodetic Survey in June 1991..
 MN0345
 MN0345.The geoid height was determined by GEOID03.
 MN0345
 MN0345.The dynamic height is computed by dividing the NAVD 88
 MN0345.geopotential number by the normal gravity value computed on the
 MN0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0345.degrees latitude (g = 980.6199 gals.).
 MN0345
 MN0345.The modeled gravity was interpolated from observed gravity values.
 MN0345
 MN0345;                    North         East    Units  Estimated Accuracy
 MN0345;SPC NE       -   221,960.      237,820.      MT  (+/- 180 meters Scaled)
 MN0345
 MN0345                          SUPERSEDED SURVEY CONTROL
 MN0345
 MN0345.No superseded survey control is available for this station.
 MN0345
 MN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG532280(NAD 83)
 MN0345_MARKER: I = METAL ROD
 MN0345_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0345_SP_SET: STAINLESS STEEL ROD
 MN0345_STAMPING: L 417 1985
 MN0345_MARK LOGO: NGS   
 MN0345_PROJECTION: FLUSH
 MN0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0345_ROD/PIPE-DEPTH: 7.3  meters
 MN0345
 MN0345  HISTORY     - Date     Condition        Report By
 MN0345  HISTORY     - 1985     MONUMENTED       NGS
 MN0345
 MN0345                          STATION DESCRIPTION
 MN0345
 MN0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0345'7.6 KM (4.7 MI) SW FROM ANGORA.
 MN0345'0.08 KM (0.05 MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 MN0345'ANGORA, THENCE 7.56 KM (4.7 MI) SOUTHWEST ALONG US HIGHWAY 385, AT A
 MN0345'FIELD ROAD, 23.9 METERS (78.5 FT) EAST OF THE HIGHWAY CENTERLINE, 5.6
 MN0345'METERS (18.5 FT) NORTH OF THE CENTER OF THE ROAD, 1.7 METERS (5.6 FT)
 MN0345'NORTH OF THE NORTH END OF A WIRE GATE AND 0.6 METER (2.1 FT) WEST OF A
 MN0345'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0345'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MN0345'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0376 ***********************************************************************
 MN0376  DESIGNATION -  L 418
 MN0376  PID         -  MN0376
 MN0376  STATE/COUNTY-  NE/CHEYENNE
 MN0376  USGS QUAD   -  SIDNEY (1972)
 MN0376
 MN0376                         *CURRENT SURVEY CONTROL
 MN0376  ___________________________________________________________________
 MN0376* NAD 83(1986)-  41 11 49.     (N)    102 58 10.     (W)     SCALED    
 MN0376* NAVD 88     -      1297.785  (meters)    4257.82   (feet)  ADJUSTED  
 MN0376  ___________________________________________________________________
 MN0376  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 MN0376  DYNAMIC HT  -        1296.868 (meters)    4254.81  (feet)  COMP
 MN0376  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 MN0376
 MN0376  VERT ORDER  -  FIRST     CLASS II
 MN0376
 MN0376.The horizontal coordinates were scaled from a topographic map and have
 MN0376.an estimated accuracy of +/- 6 seconds.
 MN0376
 MN0376.The orthometric height was determined by differential leveling
 MN0376.and adjusted by the National Geodetic Survey in June 1991..
 MN0376
 MN0376.The geoid height was determined by GEOID03.
 MN0376
 MN0376.The dynamic height is computed by dividing the NAVD 88
 MN0376.geopotential number by the normal gravity value computed on the
 MN0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0376.degrees latitude (g = 980.6199 gals.).
 MN0376
 MN0376.The modeled gravity was interpolated from observed gravity values.
 MN0376
 MN0376;                    North         East    Units  Estimated Accuracy
 MN0376;SPC NE       -   155,670.      251,040.      MT  (+/- 180 meters Scaled)
 MN0376
 MN0376                          SUPERSEDED SURVEY CONTROL
 MN0376
 MN0376.No superseded survey control is available for this station.
 MN0376
 MN0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF702626(NAD 83)
 MN0376_MARKER: I = METAL ROD
 MN0376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0376_SP_SET: STAINLESS STEEL ROD
 MN0376_STAMPING: L 418 1985
 MN0376_MARK LOGO: NGS   
 MN0376_PROJECTION: FLUSH
 MN0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0376_ROD/PIPE-DEPTH: 4.0  meters
 MN0376
 MN0376  HISTORY     - Date     Condition        Report By
 MN0376  HISTORY     - 1985     MONUMENTED       NGS
 MN0376
 MN0376                          STATION DESCRIPTION
 MN0376
 MN0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0376'13.5 KM (8.4 MI) SOUTH FROM GURLEY.
 MN0376'13.5 KM (8.35 MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN
 MN0376'STREET AT GURLEY, ALSO AT A BURLINGTON NORTHERN RAILROAD SIGNAL AND
 MN0376'SWITCH BOX AT WEST HUNTSMAN, 19.2 METERS (63 FT) WEST OF THE HIGHWAY
 MN0376'CENTERLINE, 6.1 METERS (20 FT) NORTH OF A GUYED POWER POLE WITH TWO
 MN0376'TRANSFORMERS, 7.3 METERS (24 FT) EAST OF THE NORTHEAST CORNER OF A 10
 MN0376'BY 10 FOOT BUILDING, 13.9 METERS (45.5 FT) EAST OF THE EAST RAIL AND
 MN0376'2.4 METERS (8 FT) SOUTH OF A GUY ANCHOR.  NOTE--ACCESS TO DATUM POINT
 MN0376'IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0376'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MN0376'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0330 ***********************************************************************
 MM0330  DESIGNATION -  L 422
 MM0330  PID         -  MM0330
 MM0330  STATE/COUNTY-  NE/KEITH
 MM0330  USGS QUAD   -  OGALLALA (1971)
 MM0330
 MM0330                         *CURRENT SURVEY CONTROL
 MM0330  ___________________________________________________________________
 MM0330* NAD 83(1986)-  41 07 34.     (N)    101 42 50.     (W)     SCALED    
 MM0330* NAVD 88     -       979.295  (meters)    3212.90   (feet)  ADJUSTED  
 MM0330  ___________________________________________________________________
 MM0330  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 MM0330  DYNAMIC HT  -         978.691 (meters)    3210.92  (feet)  COMP
 MM0330  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 MM0330
 MM0330  VERT ORDER  -  FIRST     CLASS II
 MM0330
 MM0330.The horizontal coordinates were scaled from a topographic map and have
 MM0330.an estimated accuracy of +/- 6 seconds.
 MM0330
 MM0330.The orthometric height was determined by differential leveling
 MM0330.and adjusted by the National Geodetic Survey in June 1991..
 MM0330
 MM0330.The geoid height was determined by GEOID03.
 MM0330
 MM0330.The dynamic height is computed by dividing the NAVD 88
 MM0330.geopotential number by the normal gravity value computed on the
 MM0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0330.degrees latitude (g = 980.6199 gals.).
 MM0330
 MM0330.The modeled gravity was interpolated from observed gravity values.
 MM0330
 MM0330;                    North         East    Units  Estimated Accuracy
 MM0330;SPC NE       -   144,960.      356,130.      MT  (+/- 180 meters Scaled)
 MM0330
 MM0330                          SUPERSEDED SURVEY CONTROL
 MM0330
 MM0330  NGVD 29 (02/14/92)  978.868  (m)         3211.50   (f) ADJUSTED    1 2
 MM0330
 MM0330.Superseded values are not recommended for survey control.
 MM0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0330.See file dsdata.txt to determine how the superseded data were derived.
 MM0330
 MM0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL721563(NAD 83)
 MM0330_MARKER: I = METAL ROD
 MM0330_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0330_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MM0330_STAMPING: L 422 1986
 MM0330_MARK LOGO: NGS   
 MM0330_PROJECTION: FLUSH
 MM0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0330+STABILITY: POSITION/ELEVATION WELL
 MM0330_ROD/PIPE-DEPTH: 9.1  meters
 MM0330_SLEEVE-DEPTH  : 6.1 meters
 MM0330
 MM0330  HISTORY     - Date     Condition        Report By
 MM0330  HISTORY     - 1986     MONUMENTED       NGS
 MM0330  HISTORY     - 19980710 GOOD             USPSQD
 MM0330
 MM0330                          STATION DESCRIPTION
 MM0330
 MM0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0330'IN OGALLALA.
 MM0330'IN OGALLALA, AT THE JUNCTION OF EAST D STREET AND EAST 2ND STREET,
 MM0330'ABOUT 200-FEET EAST OF THE NEW CITY HALL OFFICE BUILDING, ON CITY
 MM0330'PROPERTY AND SET BETWEEN TWO WITNESS POSTS, 10.1 METERS (33 FT) NORTH
 MM0330'OF THE CENTER OF EAST 2ND STREET, 10.0 METERS (32.8 FT) EAST OF THE
 MM0330'CENTER OF EAST D STREET, 1.5 METERS (4.8 FT) NORTH OF A STREET STOP
 MM0330'SIGN, 1.5 METERS (5 FT) NORTH OF THE NORTH EDGE OF AN EAST-WEST
 MM0330'SIDEWALK AND 2.0 METERS (6.6 FT) EAST OF THE EAST EDGE OF A
 MM0330'NORTH-SOUTH SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MM0330'5-INCH LOGO CAP.
 MM0330'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0330'THE MARK IS 0.3 M ABOVE THE STREETS.
 MM0330
 MM0330                          STATION RECOVERY (1998)
 MM0330
 MM0330'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0960 ***********************************************************************
 LH0960  DESIGNATION -  L 423
 LH0960  PID         -  LH0960
 LH0960  STATE/COUNTY-  NE/FURNAS
 LH0960  USGS QUAD   -  HENDLEY (1958)
 LH0960
 LH0960                         *CURRENT SURVEY CONTROL
 LH0960  ___________________________________________________________________
 LH0960* NAD 83(1986)-  40 14 46.     (N)    099 53 50.     (W)     SCALED    
 LH0960* NAVD 88     -       687.066  (meters)    2254.15   (feet)  ADJUSTED  
 LH0960  ___________________________________________________________________
 LH0960  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 LH0960  DYNAMIC HT  -         686.628 (meters)    2252.71  (feet)  COMP
 LH0960  MODELED GRAV-     979,965.4   (mgal)                       NAVD 88
 LH0960
 LH0960  VERT ORDER  -  FIRST     CLASS II
 LH0960
 LH0960.The horizontal coordinates were scaled from a topographic map and have
 LH0960.an estimated accuracy of +/- 6 seconds.
 LH0960
 LH0960.The orthometric height was determined by differential leveling
 LH0960.and adjusted by the National Geodetic Survey in June 1991..
 LH0960
 LH0960.The geoid height was determined by GEOID03.
 LH0960
 LH0960.The dynamic height is computed by dividing the NAVD 88
 LH0960.geopotential number by the normal gravity value computed on the
 LH0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0960.degrees latitude (g = 980.6199 gals.).
 LH0960
 LH0960.The modeled gravity was interpolated from observed gravity values.
 LH0960
 LH0960;                    North         East    Units  Estimated Accuracy
 LH0960;SPC NE       -    45,840.      508,740.      MT  (+/- 180 meters Scaled)
 LH0960
 LH0960                          SUPERSEDED SURVEY CONTROL
 LH0960
 LH0960  NGVD 29 (02/14/92)  686.774  (m)         2253.19   (f) ADJUSTED    1 2
 LH0960
 LH0960.Superseded values are not recommended for survey control.
 LH0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0960.See file dsdata.txt to determine how the superseded data were derived.
 LH0960
 LH0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK236554(NAD 83)
 LH0960_MARKER: I = METAL ROD
 LH0960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0960_SP_SET: STAINLESS STEEL ROD
 LH0960_STAMPING: L 423 1986
 LH0960_MARK LOGO: NGS   
 LH0960_PROJECTION: FLUSH
 LH0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0960_ROD/PIPE-DEPTH: 13.1 meters
 LH0960
 LH0960  HISTORY     - Date     Condition        Report By
 LH0960  HISTORY     - 1986     MONUMENTED       NGS
 LH0960
 LH0960                          STATION DESCRIPTION
 LH0960
 LH0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0960'6.7 KM (4.15 MI) SOUTH FROM ARAPAHOE.
 LH0960'6.7 KM (4.2 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0960'HIGHWAYS 6 AND 34 AT ARAPAHOE, 0.26 KM (0.16 MI) SOUTH OF THE JUNCTION
 LH0960'OF A DIRT ROAD, 0.10 KM (0.06 MI) SOUTH OF MILEPOST 17, 17.5 METERS
 LH0960'(57.5 FT) EAST OF THE HIGHWAY CENTERLINE AND 1.0 METER (3.5 FT) EAST
 LH0960'OF THE FIRST POWER POLE EAST OF THE HIGHWAY AT A POWER LINE CROSSING.
 LH0960'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0960'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LH0960'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0312 ***********************************************************************
 MM0312  DESIGNATION -  L 424
 MM0312  PID         -  MM0312
 MM0312  STATE/COUNTY-  NE/LINCOLN
 MM0312  USGS QUAD   -  HERSHEY EAST (1970)
 MM0312
 MM0312                         *CURRENT SURVEY CONTROL
 MM0312  ___________________________________________________________________
 MM0312* NAD 83(1986)-  41 09 45.     (N)    100 58 59.     (W)     SCALED    
 MM0312* NAVD 88     -       882.296  (meters)    2894.67   (feet)  ADJUSTED  
 MM0312  ___________________________________________________________________
 MM0312  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 MM0312  DYNAMIC HT  -         881.767 (meters)    2892.93  (feet)  COMP
 MM0312  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 MM0312
 MM0312  VERT ORDER  -  FIRST     CLASS II
 MM0312
 MM0312.The horizontal coordinates were scaled from a topographic map and have
 MM0312.an estimated accuracy of +/- 6 seconds.
 MM0312
 MM0312.The orthometric height was determined by differential leveling
 MM0312.and adjusted by the National Geodetic Survey in June 1991..
 MM0312
 MM0312.The geoid height was determined by GEOID03.
 MM0312
 MM0312.The dynamic height is computed by dividing the NAVD 88
 MM0312.geopotential number by the normal gravity value computed on the
 MM0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0312.degrees latitude (g = 980.6199 gals.).
 MM0312
 MM0312.The modeled gravity was interpolated from observed gravity values.
 MM0312
 MM0312;                    North         East    Units  Estimated Accuracy
 MM0312;SPC NE       -   148,040.      417,520.      MT  (+/- 180 meters Scaled)
 MM0312
 MM0312                          SUPERSEDED SURVEY CONTROL
 MM0312
 MM0312  NGVD 29 (02/14/92)  881.913  (m)         2893.41   (f) ADJUSTED    1 2
 MM0312
 MM0312.Superseded values are not recommended for survey control.
 MM0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0312.See file dsdata.txt to determine how the superseded data were derived.
 MM0312
 MM0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL336586(NAD 83)
 MM0312_MARKER: I = METAL ROD
 MM0312_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0312_SP_SET: STAINLESS STEEL ROD
 MM0312_STAMPING: L 424 1986
 MM0312_MARK LOGO: NGS   
 MM0312_PROJECTION: FLUSH
 MM0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0312_ROD/PIPE-DEPTH: 10.6 meters
 MM0312
 MM0312  HISTORY     - Date     Condition        Report By
 MM0312  HISTORY     - 1986     MONUMENTED       NGS
 MM0312
 MM0312                          STATION DESCRIPTION
 MM0312
 MM0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0312'1.6 KM (1.0 MI) EAST FROM HERSHEY.
 MM0312'1.6 KM (1.0 MI) EAST ALONG US HIGHWAY 30 FROM THE T JUNCTION OF STATE
 MM0312'HIGHWAY 56 C LINK (LINCOLN AVE) IN HERSHEY, IN THE SOUTHEAST CORNER OF
 MM0312'THE INTERSECTION OF A GRAVEL ROAD, 0.36 KM (0.22 MI) EAST OF MILEPOST
 MM0312'165, 15.1 METERS (49.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.6
 MM0312'METERS (25 FT) EAST OF THE CENTER OF THE ROAD, 0.3 METER (1 FT) EAST
 MM0312'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.  NOTE--ACCESS TO DATUM
 MM0312'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0312'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MM0312'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0982 ***********************************************************************
 LH0982  DESIGNATION -  L 425
 LH0982  PID         -  LH0982
 LH0982  STATE/COUNTY-  NE/GOSPER
 LH0982  USGS QUAD   -  ELWOOD (1983)
 LH0982
 LH0982                         *CURRENT SURVEY CONTROL
 LH0982  ___________________________________________________________________
 LH0982* NAD 83(1986)-  40 37 23.     (N)    099 50 19.     (W)     SCALED    
 LH0982* NAVD 88     -       801.880  (meters)    2630.83   (feet)  ADJUSTED  
 LH0982  ___________________________________________________________________
 LH0982  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 LH0982  DYNAMIC HT  -         801.377 (meters)    2629.18  (feet)  COMP
 LH0982  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 LH0982
 LH0982  VERT ORDER  -  FIRST     CLASS II
 LH0982
 LH0982.The horizontal coordinates were scaled from a topographic map and have
 LH0982.an estimated accuracy of +/- 6 seconds.
 LH0982
 LH0982.The orthometric height was determined by differential leveling
 LH0982.and adjusted by the National Geodetic Survey in June 1991..
 LH0982
 LH0982.The geoid height was determined by GEOID03.
 LH0982
 LH0982.The dynamic height is computed by dividing the NAVD 88
 LH0982.geopotential number by the normal gravity value computed on the
 LH0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0982.degrees latitude (g = 980.6199 gals.).
 LH0982
 LH0982.The modeled gravity was interpolated from observed gravity values.
 LH0982
 LH0982;                    North         East    Units  Estimated Accuracy
 LH0982;SPC NE       -    87,700.      513,650.      MT  (+/- 180 meters Scaled)
 LH0982
 LH0982                          SUPERSEDED SURVEY CONTROL
 LH0982
 LH0982  NGVD 29 (02/14/92)  801.581  (m)         2629.85   (f) ADJUSTED    1 2
 LH0982
 LH0982.Superseded values are not recommended for survey control.
 LH0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0982.See file dsdata.txt to determine how the superseded data were derived.
 LH0982
 LH0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK290972(NAD 83)
 LH0982_MARKER: I = METAL ROD
 LH0982_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0982_SP_SET: STAINLESS STEEL ROD
 LH0982_STAMPING: L 425 1986
 LH0982_MARK LOGO: NGS   
 LH0982_PROJECTION: FLUSH
 LH0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0982_ROD/PIPE-DEPTH: 18.3 meters
 LH0982
 LH0982  HISTORY     - Date     Condition        Report By
 LH0982  HISTORY     - 1986     MONUMENTED       NGS
 LH0982
 LH0982                          STATION DESCRIPTION
 LH0982
 LH0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0982'4.5 KM (2.8 MI) NORTH FROM ELWOOD.
 LH0982'4.57 KM (2.85 MI) NORTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0982'COURTHOUSE AT ELWOOD, IN THE WEST CORNER OF A DIRT ROAD LEADING
 LH0982'NORTHWEST TO ELWOOD RESERVOIR, 26.3 METERS (86.5 FT) NORTHWEST OF THE
 LH0982'HIGHWAY CENTERLINE, 33.4 METERS (109.5 FT) SOUTH OF THE CENTER OF THE
 LH0982'ROAD, 9.7 METERS (32 FT) SOUTHWEST OF A POWER POLE AND 0.5 METER (1.5
 LH0982'FT) SOUTHWEST OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM
 LH0982'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0982'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0982'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0350 ***********************************************************************
 LJ0350  FBN         -  This is a Federal Base Network Control Station.
 LJ0350  PACS        -  This is a Primary Airport Control Station.
 LJ0350  DESIGNATION -  L 426
 LJ0350  PID         -  LJ0350
 LJ0350  STATE/COUNTY-  NE/DAWSON
 LJ0350  USGS QUAD   -  GOTHENBURG (1983)
 LJ0350
 LJ0350                         *CURRENT SURVEY CONTROL
 LJ0350  ___________________________________________________________________
 LJ0350* NAD 83(1995)-  40 55 22.07765(N)    100 09 06.55666(W)     ADJUSTED  
 LJ0350* NAVD 88     -       778.618  (meters)    2554.52   (feet)  ADJUSTED  
 LJ0350  ___________________________________________________________________
 LJ0350  X           -    -850,754.578 (meters)                     COMP
 LJ0350  Y           -  -4,751,214.856 (meters)                     COMP
 LJ0350  Z           -   4,156,443.894 (meters)                     COMP
 LJ0350  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 LJ0350  ELLIP HEIGHT-         755.51  (meters)          (07/10/01) GPS OBS
 LJ0350  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 LJ0350  DYNAMIC HT  -         778.160 (meters)    2553.01  (feet)  COMP
 LJ0350  MODELED GRAV-     980,010.2   (mgal)                       NAVD 88
 LJ0350
 LJ0350  HORZ ORDER  -  B
 LJ0350  VERT ORDER  -  FIRST     CLASS II
 LJ0350  ELLP ORDER  -  FOURTH    CLASS I
 LJ0350
 LJ0350.This mark is at Quinn Field Airport (GTE)
 LJ0350
 LJ0350.The horizontal coordinates were established by GPS observations
 LJ0350.and adjusted by the National Geodetic Survey in June 1996..
 LJ0350
 LJ0350.The orthometric height was determined by differential leveling
 LJ0350.and adjusted by the National Geodetic Survey in June 1991..
 LJ0350
 LJ0350.Photographs are available for this station.
 LJ0350
 LJ0350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0350
 LJ0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0350
 LJ0350.The ellipsoidal height was determined by GPS observations
 LJ0350.and is referenced to NAD 83.
 LJ0350
 LJ0350.The geoid height was determined by GEOID03.
 LJ0350
 LJ0350.The dynamic height is computed by dividing the NAVD 88
 LJ0350.geopotential number by the normal gravity value computed on the
 LJ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0350.degrees latitude (g = 980.6199 gals.).
 LJ0350
 LJ0350.The modeled gravity was interpolated from observed gravity values.
 LJ0350
 LJ0350;                    North         East     Units Scale Factor Converg.
 LJ0350;SPC NE       -   120,971.306   487,215.310   MT  0.99971001   -0 06 02.2
 LJ0350;UTM  14      - 4,530,825.719   403,016.185   MT  0.99971577   -0 45 16.4
 LJ0350
 LJ0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0350!SPC NE       -   0.99988150  x   0.99971001  =   0.99959155
 LJ0350!UTM  14      -   0.99988150  x   0.99971577  =   0.99959731
 LJ0350
 LJ0350|---------------------------------------------------------------------|
 LJ0350| PID    Reference Object                     Distance      Geod. Az  |
 LJ0350|                                                           dddmmss.s |
 LJ0350| LJ0351 GOTHPORT                            218.779 METERS 03144     |
 LJ0350|---------------------------------------------------------------------|
 LJ0350
 LJ0350                          SUPERSEDED SURVEY CONTROL
 LJ0350
 LJ0350  ELLIP H (06/25/96)  755.56   (m)                       GP(       ) 1 1
 LJ0350  NAVD 88 (06/25/96)  778.62   (m)         2554.5    (f) LEVELING    3  
 LJ0350  NGVD 29 (02/14/92)  778.314  (m)         2553.52   (f) ADJUSTED    1 2
 LJ0350
 LJ0350.Superseded values are not recommended for survey control.
 LJ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0350.See file dsdata.txt to determine how the superseded data were derived.
 LJ0350
 LJ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0301630826(NAD 83)
 LJ0350_MARKER: I = METAL ROD
 LJ0350_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0350_SP_SET: STAINLESS STEEL ROD
 LJ0350_STAMPING: L 426 1986
 LJ0350_MARK LOGO: NGS   
 LJ0350_PROJECTION: FLUSH
 LJ0350_MAGNETIC: I = MARKER IS A STEEL ROD
 LJ0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0350+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2005
 LJ0350_ROD/PIPE-DEPTH: 19.5 meters
 LJ0350
 LJ0350  HISTORY     - Date     Condition        Report By
 LJ0350  HISTORY     - 1986     MONUMENTED       NGS
 LJ0350  HISTORY     - 19950802 GOOD             NGS
 LJ0350  HISTORY     - 19970730 GOOD             NGS
 LJ0350  HISTORY     - 20000501 GOOD             NGS
 LJ0350  HISTORY     - 20050623 GOOD             INDIV
 LJ0350
 LJ0350                          STATION DESCRIPTION
 LJ0350
 LJ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0350'1.0 KM (0.6 MI) SE FROM GOTHENBURG.
 LJ0350'0.99 KM (0.62 MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF
 LJ0350'STATE HIGHWAY 47 AT GOTHENBURG, AT THE SOUTHWEST END OF THE AIRPORT
 LJ0350'RUNWAY, 81.4 METERS (267 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 86.5
 LJ0350'METERS (283.9 FT) SOUTHWEST OF THE EASTERN MOST 1 OF 6 END OF RUNWAY
 LJ0350'LIGHTS, 52.8 METERS (173.2 FT) NORTHWEST OF A FENCE CORNER AND 0.6
 LJ0350'METER (1.9 FT) NORTHEAST OF A WIRE FENCE AND A WITNESS POST.
 LJ0350'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0350'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LJ0350
 LJ0350                          STATION RECOVERY (1995)
 LJ0350
 LJ0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LJ0350'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF WILLOW
 LJ0350'ISLAND, 0.5 MI (0.8 KM) EAST-SOUTHEAST OF GOTHENBURG, AT THE
 LJ0350'GOTHENBURG/QUINN FIELD AND AT THE SOUTHWEST END OF THE AIRPORT
 LJ0350'PROPERTY.  OWNERSHIP--GOTHENBURG AIRPORT AUTHORITY, PO BOX 482,
 LJ0350'GOTHENBURG NE 69138.  AIRPORT MANAGER IS ROGER PEDEN, PHONE (308)
 LJ0350'537-3034.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 LJ0350'AND STATE HIGHWAY 47 (STATE HIGHWAY PASSES OVER U.S. HIGHWAY) IN
 LJ0350'GOTHENBURG, GO EASTERLY ON U.S. HIGHWAY 30 FOR 0.35 MI (0.56 KM) TO A
 LJ0350'PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON AVENUE L FOR 0.3 MI (0.5
 LJ0350'KM) TO AN INTERSECTION, TURN RIGHT AND GO SOUTHEAST ON THE AIRPORT
 LJ0350'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE TURN
 LJ0350'RIGHT AND GO SOUTHWEST FOLLOWING THE GRAVEL ROAD FOR 0.05 MI (0.08 KM)
 LJ0350'TO A TAXIWAY LEFT, TURN LEFT AND GO SOUTHEAST ON THE TAXIWAY FOR 100
 LJ0350'FT (30.5 M) TO A TAXIWAY, TURN RIGHT AND GO SOUTHWEST ON THE TAXIWAY
 LJ0350'FOR 0.05 MI (0.08 KM) TO A CONNECTOR TAXIWAY LEFT, TURN LEFT AND GO
 LJ0350'SOUTHEAST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY
 LJ0350'AHEAD, TURN RIGHT AND GO SOUTHWEST ACROSS THE GRASS FOR 0.15 MI (0.24
 LJ0350'KM) TO A FENCE LINE AND THE STATION IN LINE WITH THE EXTENDED
 LJ0350'SOUTHEAST EDGE OF THE RUNWAY PAVEMENT.  THE STATION IS 283.9 FT (86.5
 LJ0350'M) SOUTHWEST OF THE MOST SOUTHEASTERLY THRESHOLD LIGHT, 267.0 FT (81.4
 LJ0350'M) NORTHEAST OF THE HIGHWAY CENTER, 125.0 FT (38.1 M) NORTHWEST OF A
 LJ0350'DRAINAGE DITCH AND 1.9 FT (0.6 M) NORTHEAST OF A WITNESS POST SET INTO
 LJ0350'THE FENCE LINE.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION
 LJ0350'APPROACH PRIMARY AIRPORT CONTROL STATION.
 LJ0350
 LJ0350                          STATION RECOVERY (1997)
 LJ0350
 LJ0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LJ0350'RECOVERED AS DESCRIBED
 LJ0350
 LJ0350                          STATION RECOVERY (2000)
 LJ0350
 LJ0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 LJ0350'THE STATION IS LOCATED IN GOTHENBURG AT THE GOTHENBURG/QUINN FIELD AT
 LJ0350'THE SOUTHWEST END OF THE AIPORT.  OWNERSHIP--GOTHENBURG AIRPORT
 LJ0350'AUTHORITY, P.O. BOX 482 GOTHENBURG, NE 69138.  AIRPORT MANAGER IS
 LJ0350'ROGER PEDAN, PHONE 308-537-3034.  TO REACH THE STATION FROM THE
 LJ0350'JUCTION OF US INTERSTATE HIGHWAY 80 AND STATE HIGHWWAY 47 (EXIT 211)
 LJ0350'IN GOTHENBURG, GO NORTH ON HIGHWAY 47 FOR 1.2 MI (1.9 KM) TO A PAVED
 LJ0350'CROSSROAD (WASHINGTON STREET).  TURN RIGHT AND GO EAST ON STREET FOR
 LJ0350'0.3 MI (0.5 KM) TO THE END OF PAVEMENT.  CONTINUE EAST ON GRAVEL ROAD
 LJ0350'FOR 0.2 MI (0.3 KM) TO A PAVED ROAD AND AIRPORT ENTRANCE ROAD AND GATE
 LJ0350'AHEAD.  PASS THROUGH THE GATE AND TURN RIGHT SOUTHWEST AND FOLLOW THE
 LJ0350'GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A TAXIWAY LEFT.  TURN LEFT THEN
 LJ0350'RIGHT ON A TAXIWAY FOR 0.05 MI (0.08 KM) TO THE APRON.  TURN LEFT ON
 LJ0350'APRON SOUTHEAST AND GO 0.05 MI (0.08 KM) TO A CONNECTING TAXI AND THE
 LJ0350'RUNWAY END 3 AHEAD.  TURN RIGHT AND GO SOUTHWEST FOR 0.15 MI (0.24 KM)
 LJ0350'TO A FENCE LINE AND THE STATION IN LINE WITH THE EXTENDED  SOUTHEAST
 LJ0350'EDGE OF RUNWAY, 267 FT (81.4 M) NORTHEAST OF THE HIGHWAY CENTER, 125
 LJ0350'FT (38.1 M) NORTHWEST OF A DRAINAGE DITCH, 1.9 FT (0.6 M) NORTH OF A
 LJ0350'WITNESS POST, AND 1.0 FT (0.3 M) NORTH OF A WEB WIRE FENCE.  THE
 LJ0350'STATION IS A PUNCH MARK ON THE TOP OF A DATUM CAP CRIMPED ON A
 LJ0350'STAINLESS STEEL ROD.  THE DATUM CAP IS RECESSED 3 CM BELOW THE LOGO
 LJ0350'CAP.
 LJ0350
 LJ0350                          STATION RECOVERY (2005)
 LJ0350
 LJ0350'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CLB)
 LJ0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2128 ***********************************************************************
 MK2128  DESIGNATION -  L 428
 MK2128  PID         -  MK2128
 MK2128  STATE/COUNTY-  NE/DOUGLAS
 MK2128  USGS QUAD   -  RALSTON (1984)
 MK2128
 MK2128                         *CURRENT SURVEY CONTROL
 MK2128  ___________________________________________________________________
 MK2128* NAD 83(1986)-  41 14 55.     (N)    096 05 05.     (W)     SCALED    
 MK2128* NAVD 88     -       330.601  (meters)    1084.65   (feet)  ADJUSTED  
 MK2128  ___________________________________________________________________
 MK2128  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 MK2128  DYNAMIC HT  -         330.461 (meters)    1084.19  (feet)  COMP
 MK2128  MODELED GRAV-     980,191.7   (mgal)                       NAVD 88
 MK2128
 MK2128  VERT ORDER  -  FIRST     CLASS II
 MK2128
 MK2128.The horizontal coordinates were scaled from a topographic map and have
 MK2128.an estimated accuracy of +/- 6 seconds.
 MK2128
 MK2128.The orthometric height was determined by differential leveling
 MK2128.and adjusted by the National Geodetic Survey in June 1991..
 MK2128
 MK2128.The geoid height was determined by GEOID03.
 MK2128
 MK2128.The dynamic height is computed by dividing the NAVD 88
 MK2128.geopotential number by the normal gravity value computed on the
 MK2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2128.degrees latitude (g = 980.6199 gals.).
 MK2128
 MK2128.The modeled gravity was interpolated from observed gravity values.
 MK2128
 MK2128;                    North         East    Units  Estimated Accuracy
 MK2128;SPC NE       -   164,560.      827,950.      MT  (+/- 180 meters Scaled)
 MK2128
 MK2128                          SUPERSEDED SURVEY CONTROL
 MK2128
 MK2128.No superseded survey control is available for this station.
 MK2128
 MK2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL442704(NAD 83)
 MK2128_MARKER: DV = VERTICAL CONTROL DISK
 MK2128_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2128_SP_SET: PIER
 MK2128_STAMPING: L 428 1989
 MK2128_MARK LOGO: NGS   
 MK2128_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2128
 MK2128  HISTORY     - Date     Condition        Report By
 MK2128  HISTORY     - 1989     MONUMENTED       NGS
 MK2128
 MK2128                          STATION DESCRIPTION
 MK2128
 MK2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2128'IN OMAHA, AT THE INTERSECTION OF INTERSTATE HIGHWAY 680 AND PACIFIC
 MK2128'STREET, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1 OF 6
 MK2128'COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE HIGHWAY
 MK2128'OVERPASS OF THE STREET, 7.7 M (25.3 FT) EAST OF THE CENTERLINE OF THE
 MK2128'NORTHBOUND LANES OF THE HIGHWAY, AND 1.5 M (4.9 FT) ABOVE THE LEVEL
 MK2128'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1367 ***********************************************************************
 MJ1367  DESIGNATION -  L 429
 MJ1367  PID         -  MJ1367
 MJ1367  STATE/COUNTY-  NE/DOUGLAS
 MJ1367  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1367
 MJ1367                         *CURRENT SURVEY CONTROL
 MJ1367  ___________________________________________________________________
 MJ1367* NAD 83(1986)-  41 16 53.     (N)    095 57 12.     (W)     SCALED    
 MJ1367* NAVD 88     -       321.116  (meters)    1053.53   (feet)  ADJUSTED  
 MJ1367  ___________________________________________________________________
 MJ1367  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 MJ1367  DYNAMIC HT  -         320.980 (meters)    1053.08  (feet)  COMP
 MJ1367  MODELED GRAV-     980,191.1   (mgal)                       NAVD 88
 MJ1367
 MJ1367  VERT ORDER  -  FIRST     CLASS II
 MJ1367
 MJ1367.The horizontal coordinates were scaled from a topographic map and have
 MJ1367.an estimated accuracy of +/- 6 seconds.
 MJ1367
 MJ1367.The orthometric height was determined by differential leveling
 MJ1367.and adjusted by the National Geodetic Survey in June 1991..
 MJ1367
 MJ1367.The geoid height was determined by GEOID03.
 MJ1367
 MJ1367.The dynamic height is computed by dividing the NAVD 88
 MJ1367.geopotential number by the normal gravity value computed on the
 MJ1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1367.degrees latitude (g = 980.6199 gals.).
 MJ1367
 MJ1367.The modeled gravity was interpolated from observed gravity values.
 MJ1367
 MJ1367;                    North         East    Units  Estimated Accuracy
 MJ1367;SPC NE       -   168,700.      838,780.      MT  (+/- 180 meters Scaled)
 MJ1367
 MJ1367                          SUPERSEDED SURVEY CONTROL
 MJ1367
 MJ1367.No superseded survey control is available for this station.
 MJ1367
 MJ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF526742(NAD 83)
 MJ1367_MARKER: I = METAL ROD
 MJ1367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1367_SP_SET: STAINLESS STEEL ROD
 MJ1367_STAMPING: L 429 1989
 MJ1367_MARK LOGO: NGS   
 MJ1367_PROJECTION: FLUSH
 MJ1367_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1367_ROD/PIPE-DEPTH: 15.9 meters
 MJ1367
 MJ1367  HISTORY     - Date     Condition        Report By
 MJ1367  HISTORY     - 1989     MONUMENTED       NGS
 MJ1367
 MJ1367                          STATION DESCRIPTION
 MJ1367
 MJ1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1367'IN OMAHA, AT THE INTERSECTION OF LAKE STREET AND 28TH AVENUE, 56.0 M
 MJ1367'(183.7 FT) EAST OF THE CENTER OF THE AVENUE, 18.9 M (62.0 FT) SOUTH
 MJ1367'OF THE CENTERLINE OF THE STREET, 15.2 M (49.9 FT) WEST OF THE CENTER
 MJ1367'OF AN ENTRANCE RAMP LEADING TO INTERSTATE HIGHWAY 480, 4.4 M (14.4
 MJ1367'FT) EAST OF A FENCE, 3.4 M (11.2 FT) SOUTH OF A FENCE, 3.4 M (11.2
 MJ1367'FT) SOUTH OF A WITNESS POST, AND LEVEL WITH THE STREET.  NOTE--ACCESS
 MJ1367'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0529 ***********************************************************************
 NO0529  DESIGNATION -  L 431
 NO0529  PID         -  NO0529
 NO0529  STATE/COUNTY-  NE/CHERRY
 NO0529  USGS QUAD   -  ELL LAKE (1985)
 NO0529
 NO0529                         *CURRENT SURVEY CONTROL
 NO0529  ___________________________________________________________________
 NO0529* NAD 83(1986)-  42 39 07.     (N)    100 33 19.     (W)     SCALED    
 NO0529* NAVD 88     -       875.592  (meters)    2872.67   (feet)  ADJUSTED  
 NO0529  ___________________________________________________________________
 NO0529  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 NO0529  DYNAMIC HT  -         875.203 (meters)    2871.40  (feet)  COMP
 NO0529  MODELED GRAV-     980,146.8   (mgal)                       NAVD 88
 NO0529
 NO0529  VERT ORDER  -  FIRST     CLASS II
 NO0529
 NO0529.The horizontal coordinates were scaled from a topographic map and have
 NO0529.an estimated accuracy of +/- 6 seconds.
 NO0529
 NO0529.The orthometric height was determined by differential leveling
 NO0529.and adjusted by the National Geodetic Survey in June 1994..
 NO0529
 NO0529.The geoid height was determined by GEOID03.
 NO0529
 NO0529.The dynamic height is computed by dividing the NAVD 88
 NO0529.geopotential number by the normal gravity value computed on the
 NO0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0529.degrees latitude (g = 980.6199 gals.).
 NO0529
 NO0529.The modeled gravity was interpolated from observed gravity values.
 NO0529
 NO0529;                    North         East    Units  Estimated Accuracy
 NO0529;SPC NE       -   313,110.      454,470.      MT  (+/- 180 meters Scaled)
 NO0529
 NO0529                          SUPERSEDED SURVEY CONTROL
 NO0529
 NO0529  NGVD 29 (02/14/92)  875.293  (m)         2871.69   (f) ADJUSTED    1 2
 NO0529
 NO0529.Superseded values are not recommended for survey control.
 NO0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0529.See file dsdata.txt to determine how the superseded data were derived.
 NO0529
 NO0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN725233(NAD 83)
 NO0529_MARKER: I = METAL ROD
 NO0529_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0529_SP_SET: STAINLESS STEEL ROD
 NO0529_STAMPING: L 431 1991
 NO0529_MARK LOGO: NGS   
 NO0529_PROJECTION: FLUSH
 NO0529_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0529+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0529_ROD/PIPE-DEPTH: 13.3 meters
 NO0529
 NO0529  HISTORY     - Date     Condition        Report By
 NO0529  HISTORY     - 1991     MONUMENTED       NGS
 NO0529
 NO0529                          STATION DESCRIPTION
 NO0529
 NO0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0529'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0529'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 1.6 KM (1.00 MI) WESTERLY
 NO0529'ALONG STATE HIGHWAY SPUR 16B, 30.4 M (99.7 FT) WEST OF A UTILITY POLE
 NO0529'WITH A GUY CABLE AND TRANSFORMER, 14.9 M (48.9 FT) SOUTH OF AND LEVEL
 NO0529'WITH THE HIGHWAY CENTERLINE, 13.5 M (44.3 FT) EAST OF THE CENTER OF
 NO0529'THE BY THE WAY RANCH ENTRANCE ROAD, 5.7 M (18.7 FT) EAST OF A FENCE
 NO0529'CORNER, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.
 NO0529'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0542 ***********************************************************************
 NO0542  DESIGNATION -  L 432
 NO0542  PID         -  NO0542
 NO0542  STATE/COUNTY-  NE/CHERRY
 NO0542  USGS QUAD   -  WINDMILL LAKE (1985)
 NO0542
 NO0542                         *CURRENT SURVEY CONTROL
 NO0542  ___________________________________________________________________
 NO0542* NAD 83(1986)-  42 31 32.     (N)    100 53 37.     (W)     SCALED    
 NO0542* NAVD 88     -       929.156  (meters)    3048.41   (feet)  ADJUSTED  
 NO0542  ___________________________________________________________________
 NO0542  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 NO0542  DYNAMIC HT  -         928.726 (meters)    3047.00  (feet)  COMP
 NO0542  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 NO0542
 NO0542  VERT ORDER  -  FIRST     CLASS II
 NO0542
 NO0542.The horizontal coordinates were scaled from a topographic map and have
 NO0542.an estimated accuracy of +/- 6 seconds.
 NO0542
 NO0542.The orthometric height was determined by differential leveling
 NO0542.and adjusted by the National Geodetic Survey in June 1994..
 NO0542
 NO0542.The geoid height was determined by GEOID03.
 NO0542
 NO0542.The dynamic height is computed by dividing the NAVD 88
 NO0542.geopotential number by the normal gravity value computed on the
 NO0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0542.degrees latitude (g = 980.6199 gals.).
 NO0542
 NO0542.The modeled gravity was interpolated from observed gravity values.
 NO0542
 NO0542;                    North         East    Units  Estimated Accuracy
 NO0542;SPC NE       -   299,300.      426,590.      MT  (+/- 180 meters Scaled)
 NO0542
 NO0542                          SUPERSEDED SURVEY CONTROL
 NO0542
 NO0542  NGVD 29 (02/14/92)  928.858  (m)         3047.43   (f) ADJUSTED    1 2
 NO0542
 NO0542.Superseded values are not recommended for survey control.
 NO0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0542.See file dsdata.txt to determine how the superseded data were derived.
 NO0542
 NO0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN444098(NAD 83)
 NO0542_MARKER: I = METAL ROD
 NO0542_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0542_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0542_STAMPING: L 432 1991
 NO0542_MARK LOGO: NGS   
 NO0542_PROJECTION: FLUSH
 NO0542_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0542+STABILITY: POSITION/ELEVATION WELL
 NO0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0542+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0542_ROD/PIPE-DEPTH: 12.6 meters
 NO0542_SLEEVE-DEPTH  : 7.9 meters
 NO0542
 NO0542  HISTORY     - Date     Condition        Report By
 NO0542  HISTORY     - 1991     MONUMENTED       NGS
 NO0542
 NO0542                          STATION DESCRIPTION
 NO0542
 NO0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0542'64.0 KM (39.75 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0542'OF STATE HIGHWAY 2 IN MULLEN, 83.0 M (272.3 FT) SOUTH OF THE CENTER
 NO0542'OF A GRAVELED ROAD, 18.2 M (59.7 FT) NORTH OF A FIELD ENTRANCE, 12.8
 NO0542'M (42.0 FT) EAST OF THE HIGHWAY CENTERLINE, 4.7 M (15.4 FT) SOUTH OF
 NO0542'A T-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 NO0542'0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 NO0542'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0518 ***********************************************************************
 MM0518  DESIGNATION -  L 433
 MM0518  PID         -  MM0518
 MM0518  STATE/COUNTY-  NE/HOOKER
 MM0518  USGS QUAD   -  DISMAL RIVER RANCH NE (1985)
 MM0518
 MM0518                         *CURRENT SURVEY CONTROL
 MM0518  ___________________________________________________________________
 MM0518* NAD 83(1986)-  41 55 14.     (N)    101 03 01.     (W)     SCALED    
 MM0518* NAVD 88     -       986.709  (meters)    3237.23   (feet)  ADJUSTED  
 MM0518  ___________________________________________________________________
 MM0518  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 MM0518  DYNAMIC HT  -         986.185 (meters)    3235.51  (feet)  COMP
 MM0518  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 MM0518
 MM0518  VERT ORDER  -  FIRST     CLASS II
 MM0518
 MM0518.The horizontal coordinates were scaled from a topographic map and have
 MM0518.an estimated accuracy of +/- 6 seconds.
 MM0518
 MM0518.The orthometric height was determined by differential leveling
 MM0518.and adjusted by the National Geodetic Survey in June 1994..
 MM0518
 MM0518.The geoid height was determined by GEOID03.
 MM0518
 MM0518.The dynamic height is computed by dividing the NAVD 88
 MM0518.geopotential number by the normal gravity value computed on the
 MM0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0518.degrees latitude (g = 980.6199 gals.).
 MM0518
 MM0518.The modeled gravity was interpolated from observed gravity values.
 MM0518
 MM0518;                    North         East    Units  Estimated Accuracy
 MM0518;SPC NE       -   232,270.      412,910.      MT  (+/- 180 meters Scaled)
 MM0518
 MM0518                          SUPERSEDED SURVEY CONTROL
 MM0518
 MM0518  NGVD 29 (02/14/92)  986.394  (m)         3236.19   (f) ADJUSTED    1 2
 MM0518
 MM0518.Superseded values are not recommended for survey control.
 MM0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0518.See file dsdata.txt to determine how the superseded data were derived.
 MM0518
 MM0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM299429(NAD 83)
 MM0518_MARKER: I = METAL ROD
 MM0518_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0518_SP_SET: STAINLESS STEEL ROD
 MM0518_STAMPING: L 433 1991
 MM0518_MARK LOGO: NGS   
 MM0518_PROJECTION: FLUSH
 MM0518_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0518+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0518_ROD/PIPE-DEPTH: 7.1  meters
 MM0518
 MM0518  HISTORY     - Date     Condition        Report By
 MM0518  HISTORY     - 1991     MONUMENTED       NGS
 MM0518
 MM0518                          STATION DESCRIPTION
 MM0518
 MM0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0518'13.9 KM (8.65 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0518'OF STATE HIGHWAY 2 IN MULLEN, 27.0 M (88.6 FT) NORTH OF THE CENTER OF
 MM0518'A FIELD ENTRANCE, 12.4 M (40.7 FT) WEST OF THE HIGHWAY CENTERLINE,
 MM0518'2.9 M (9.5 FT) SOUTH OF A Y-FENCE CORNER, 0.6 M (2.0 FT) BELOW THE
 MM0518'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND
 MM0518'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0543 ***********************************************************************
 MM0543  DESIGNATION -  L 434
 MM0543  PID         -  MM0543
 MM0543  STATE/COUNTY-  NE/LINCOLN
 MM0543  USGS QUAD   -  GOOD HOPE CEMETERY (1972)
 MM0543
 MM0543                         *CURRENT SURVEY CONTROL
 MM0543  ___________________________________________________________________
 MM0543* NAD 83(1986)-  41 18 50.     (N)    100 51 24.     (W)     SCALED    
 MM0543* NAVD 88     -       919.744  (meters)    3017.53   (feet)  ADJUSTED  
 MM0543  ___________________________________________________________________
 MM0543  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 MM0543  DYNAMIC HT  -         919.194 (meters)    3015.72  (feet)  COMP
 MM0543  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 MM0543
 MM0543  VERT ORDER  -  FIRST     CLASS II
 MM0543
 MM0543.The horizontal coordinates were scaled from a topographic map and have
 MM0543.an estimated accuracy of +/- 6 seconds.
 MM0543
 MM0543.The orthometric height was determined by differential leveling
 MM0543.and adjusted by the National Geodetic Survey in June 1994..
 MM0543
 MM0543.The geoid height was determined by GEOID03.
 MM0543
 MM0543.The dynamic height is computed by dividing the NAVD 88
 MM0543.geopotential number by the normal gravity value computed on the
 MM0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0543.degrees latitude (g = 980.6199 gals.).
 MM0543
 MM0543.The modeled gravity was interpolated from observed gravity values.
 MM0543
 MM0543;                    North         East    Units  Estimated Accuracy
 MM0543;SPC NE       -   164,730.      428,290.      MT  (+/- 180 meters Scaled)
 MM0543
 MM0543                          SUPERSEDED SURVEY CONTROL
 MM0543
 MM0543  NGVD 29 (02/14/92)  919.382  (m)         3016.34   (f) ADJUSTED    1 2
 MM0543
 MM0543.Superseded values are not recommended for survey control.
 MM0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0543.See file dsdata.txt to determine how the superseded data were derived.
 MM0543
 MM0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL445752(NAD 83)
 MM0543_MARKER: I = METAL ROD
 MM0543_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0543_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MM0543_STAMPING: L 434 1991
 MM0543_MARK LOGO: NGS   
 MM0543_PROJECTION: PROJECTING 5 CENTIMETERS
 MM0543_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0543+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0543_ROD/PIPE-DEPTH: 12.0 meters
 MM0543_SLEEVE-DEPTH  : 0.9 meters
 MM0543
 MM0543  HISTORY     - Date     Condition        Report By
 MM0543  HISTORY     - 1991     MONUMENTED       NGS
 MM0543
 MM0543                          STATION DESCRIPTION
 MM0543
 MM0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0543'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0543'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0543'16.7 KM (10.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 18.2 M (59.7
 MM0543'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 11.6 M (38.1 FT) SOUTHEAST
 MM0543'OF THE CENTER OF A DRIVEWAY AND CATTLE GUARD, 0.6 M (2.0 FT) BELOW
 MM0543'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 MM0543'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MM0543'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 MM0543'CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1446 ***********************************************************************
 LH1446  DESIGNATION -  L 435
 LH1446  PID         -  LH1446
 LH1446  STATE/COUNTY-  NE/BUFFALO
 LH1446  USGS QUAD   -  KEARNEY (1983)
 LH1446
 LH1446                         *CURRENT SURVEY CONTROL
 LH1446  ___________________________________________________________________
 LH1446* NAD 83(1986)-  40 41 51.     (N)    099 04 21.     (W)     SCALED    
 LH1446* NAVD 88     -       655.377  (meters)    2150.18   (feet)  ADJUSTED  
 LH1446  ___________________________________________________________________
 LH1446  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 LH1446  DYNAMIC HT  -         655.007 (meters)    2148.97  (feet)  COMP
 LH1446  MODELED GRAV-     980,037.7   (mgal)                       NAVD 88
 LH1446
 LH1446  VERT ORDER  -  FIRST     CLASS II
 LH1446
 LH1446.The horizontal coordinates were scaled from a topographic map and have
 LH1446.an estimated accuracy of +/- 6 seconds.
 LH1446
 LH1446.The orthometric height was determined by differential leveling
 LH1446.and adjusted by the National Geodetic Survey in May 1993..
 LH1446
 LH1446.The geoid height was determined by GEOID03.
 LH1446
 LH1446.The dynamic height is computed by dividing the NAVD 88
 LH1446.geopotential number by the normal gravity value computed on the
 LH1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1446.degrees latitude (g = 980.6199 gals.).
 LH1446
 LH1446.The modeled gravity was interpolated from observed gravity values.
 LH1446
 LH1446;                    North         East    Units  Estimated Accuracy
 LH1446;SPC NE       -    96,370.      578,370.      MT  (+/- 180 meters Scaled)
 LH1446
 LH1446                          SUPERSEDED SURVEY CONTROL
 LH1446
 LH1446  NGVD 29 (02/14/92)  655.116  (m)         2149.33   (f) ADJUSTED    1 2
 LH1446
 LH1446.Superseded values are not recommended for survey control.
 LH1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1446.See file dsdata.txt to determine how the superseded data were derived.
 LH1446
 LH1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML938051(NAD 83)
 LH1446_MARKER: DV = VERTICAL CONTROL DISK
 LH1446_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1446_SP_SET: PIER
 LH1446_STAMPING: L 435 1991
 LH1446_MARK LOGO: NGS   
 LH1446_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1446+STABILITY: POSITION/ELEVATION WELL
 LH1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1446+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2005
 LH1446
 LH1446  HISTORY     - Date     Condition        Report By
 LH1446  HISTORY     - 1991     MONUMENTED       NGS
 LH1446  HISTORY     - 20050224 GOOD             NEDR
 LH1446
 LH1446                          STATION DESCRIPTION
 LH1446
 LH1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1446'IN KEARNEY, AT THE INTERSECTION OF NORTH RAILROAD STREET AND G
 LH1446'AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE FIRST CONCRETE PIER
 LH1446'SOUTHEAST OF THE NORTHWEST ABUTMENT OF THE 22ND STREET AND H AVENUE
 LH1446'OVERPASS OF NORTH RAILROAD STREET AND THE UNION PACIFIC RAILROAD,
 LH1446'46.5 M (152.6 FT) SOUTHWEST OF THE CENTER OF THE AVENUE, 9.6 M (31.5
 LH1446'FT) NORTH-NORTHWEST OF THE CENTER OF THE STREET, AND 1.6 M (5.2 FT)
 LH1446'ABOVE THE LEVEL OF THE STREET.
 LH1446
 LH1446                          STATION RECOVERY (2005)
 LH1446
 LH1446'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1469 ***********************************************************************
 LH1469  DESIGNATION -  L 436
 LH1469  PID         -  LH1469
 LH1469  STATE/COUNTY-  NE/ADAMS
 LH1469  USGS QUAD   -  TRUMBULL (1969)
 LH1469
 LH1469                         *CURRENT SURVEY CONTROL
 LH1469  ___________________________________________________________________
 LH1469* NAD 83(1986)-  40 41 34.     (N)    098 22 11.     (W)     SCALED    
 LH1469* NAVD 88     -       593.650  (meters)    1947.67   (feet)  ADJUSTED  
 LH1469  ___________________________________________________________________
 LH1469  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 LH1469  DYNAMIC HT  -         593.326 (meters)    1946.60  (feet)  COMP
 LH1469  MODELED GRAV-     980,058.3   (mgal)                       NAVD 88
 LH1469
 LH1469  VERT ORDER  -  FIRST     CLASS II
 LH1469
 LH1469.The horizontal coordinates were scaled from a topographic map and have
 LH1469.an estimated accuracy of +/- 6 seconds.
 LH1469
 LH1469.The orthometric height was determined by differential leveling
 LH1469.and adjusted by the National Geodetic Survey in May 1993..
 LH1469
 LH1469.The geoid height was determined by GEOID03.
 LH1469
 LH1469.The dynamic height is computed by dividing the NAVD 88
 LH1469.geopotential number by the normal gravity value computed on the
 LH1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1469.degrees latitude (g = 980.6199 gals.).
 LH1469
 LH1469.The modeled gravity was interpolated from observed gravity values.
 LH1469
 LH1469;                    North         East    Units  Estimated Accuracy
 LH1469;SPC NE       -    96,720.      637,760.      MT  (+/- 180 meters Scaled)
 LH1469
 LH1469                          SUPERSEDED SURVEY CONTROL
 LH1469
 LH1469  NGVD 29 (02/14/92)  593.404  (m)         1946.86   (f) ADJUSTED    1 2
 LH1469
 LH1469.Superseded values are not recommended for survey control.
 LH1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1469.See file dsdata.txt to determine how the superseded data were derived.
 LH1469
 LH1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL532048(NAD 83)
 LH1469_MARKER: DV = VERTICAL CONTROL DISK
 LH1469_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1469_SP_SET: GRAIN ELEVATOR
 LH1469_STAMPING: L 436 1991
 LH1469_MARK LOGO: NGS   
 LH1469_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1469+STABILITY: POSITION/ELEVATION WELL
 LH1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1469+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1469
 LH1469  HISTORY     - Date     Condition        Report By
 LH1469  HISTORY     - 1991     MONUMENTED       NGS
 LH1469
 LH1469                          STATION DESCRIPTION
 LH1469
 LH1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1469'10.7 KM (6.65 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 LH1469'OF THE UNION PACIFIC RAILROAD IN HASTINGS, THENCE 0.8 KM (0.50 MI)
 LH1469'EASTERLY ALONG A GRAVELED ROAD, THENCE 0.6 KM (0.35 MI) SOUTHERLY
 LH1469'ALONG THE UNION PACIFIC RAILROAD, SET VERTICALLY IN THE NORTH FACE OF
 LH1469'THE HEARTLAND CO-OP GRAIN ELEVATOR 3.7 M (12.1 FT) EAST OF THE NEAR
 LH1469'RAIL, AND 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS
 LH1469'ON PROPERTY OWNED BY HEARTLAND CO-OP, CONTACT--BOB KOBER, MANAGER,
 LH1469'THRUMBULL, NEBRASKA 68901, TELEPHONE NUMBER (402) 744-3451.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1269 ***********************************************************************
 LG1269  DESIGNATION -  L 437
 LG1269  PID         -  LG1269
 LG1269  STATE/COUNTY-  NE/FILLMORE
 LG1269  USGS QUAD   -  GRAFTON (1969)
 LG1269
 LG1269                         *CURRENT SURVEY CONTROL
 LG1269  ___________________________________________________________________
 LG1269* NAD 83(1986)-  40 37 45.     (N)    097 42 44.     (W)     SCALED    
 LG1269* NAVD 88     -       515.434  (meters)    1691.05   (feet)  ADJUSTED  
 LG1269  ___________________________________________________________________
 LG1269  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 LG1269  DYNAMIC HT  -         515.152 (meters)    1690.13  (feet)  COMP
 LG1269  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 LG1269
 LG1269  VERT ORDER  -  FIRST     CLASS II
 LG1269
 LG1269.The horizontal coordinates were scaled from a topographic map and have
 LG1269.an estimated accuracy of +/- 6 seconds.
 LG1269
 LG1269.The orthometric height was determined by differential leveling
 LG1269.and adjusted by the National Geodetic Survey in May 1993..
 LG1269
 LG1269.The geoid height was determined by GEOID03.
 LG1269
 LG1269.The dynamic height is computed by dividing the NAVD 88
 LG1269.geopotential number by the normal gravity value computed on the
 LG1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1269.degrees latitude (g = 980.6199 gals.).
 LG1269
 LG1269.The modeled gravity was interpolated from observed gravity values.
 LG1269
 LG1269;                    North         East    Units  Estimated Accuracy
 LG1269;SPC NE       -    90,920.      693,490.      MT  (+/- 180 meters Scaled)
 LG1269
 LG1269                          SUPERSEDED SURVEY CONTROL
 LG1269
 LG1269.No superseded survey control is available for this station.
 LG1269
 LG1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK089983(NAD 83)
 LG1269_MARKER: DV = VERTICAL CONTROL DISK
 LG1269_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1269_SP_SET: GRAIN ELEVATOR
 LG1269_STAMPING: L 437 1991
 LG1269_MARK LOGO: NGS   
 LG1269_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1269+STABILITY: POSITION/ELEVATION WELL
 LG1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1269+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1269
 LG1269  HISTORY     - Date     Condition        Report By
 LG1269  HISTORY     - 1991     MONUMENTED       NGS
 LG1269
 LG1269                          STATION DESCRIPTION
 LG1269
 LG1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1269'IN GRAFTON, SET VERTICALLY IN THE WEST FACE OF A CONCRETE GRAIN
 LG1269'ELEVATOR AT BHEL AGRI SERVICES AT 375 NORTH TATRO AVENUE, 18.9 M
 LG1269'(62.0 FT) EAST OF THE CENTER OF THE AVENUE, 7.2 M (23.6 FT) SOUTH OF
 LG1269'THE CENTER OF THE WEST ENTRANCE TO A TRUCK DUMP, AND 1.2 M (3.9 FT)
 LG1269'ABOVE THE LEVEL OF THE AVENUE.  NOTE--THE MARK IS ON PROPERTY OWNED
 LG1269'BY BHEL AGRI SERVICES, CONTACT DAVE SCHNEIDER, GENERAL MANAGER, POST
 LG1269'OFFICE BOX 105, 375 NORTH TATRO AVENUE, GRAFTON, NE 68365, TELEPHONE
 LG1269'NUMBER (402) 282-7281.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1306 ***********************************************************************
 LG1306  DESIGNATION -  L 438
 LG1306  PID         -  LG1306
 LG1306  STATE/COUNTY-  NE/LANCASTER
 LG1306  USGS QUAD   -  ROCA (1972)
 LG1306
 LG1306                         *CURRENT SURVEY CONTROL
 LG1306  ___________________________________________________________________
 LG1306* NAD 83(1986)-  40 39 15.     (N)    096 44 37.     (W)     SCALED    
 LG1306* NAVD 88     -       400.111  (meters)    1312.70   (feet)  ADJUSTED  
 LG1306  ___________________________________________________________________
 LG1306  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 LG1306  DYNAMIC HT  -         399.934 (meters)    1312.12  (feet)  COMP
 LG1306  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 LG1306
 LG1306  VERT ORDER  -  FIRST     CLASS II
 LG1306
 LG1306.The horizontal coordinates were scaled from a topographic map and have
 LG1306.an estimated accuracy of +/- 6 seconds.
 LG1306
 LG1306.The orthometric height was determined by differential leveling
 LG1306.and adjusted by the National Geodetic Survey in May 1993..
 LG1306
 LG1306.The geoid height was determined by GEOID03.
 LG1306
 LG1306.The dynamic height is computed by dividing the NAVD 88
 LG1306.geopotential number by the normal gravity value computed on the
 LG1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1306.degrees latitude (g = 980.6199 gals.).
 LG1306
 LG1306.The modeled gravity was interpolated from observed gravity values.
 LG1306
 LG1306;                    North         East    Units  Estimated Accuracy
 LG1306;SPC NE       -    96,320.      775,280.      MT  (+/- 180 meters Scaled)
 LG1306
 LG1306                          SUPERSEDED SURVEY CONTROL
 LG1306
 LG1306.No superseded survey control is available for this station.
 LG1306
 LG1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL907028(NAD 83)
 LG1306_MARKER: I = METAL ROD
 LG1306_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1306_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1306_STAMPING: L 438 1991
 LG1306_MARK LOGO: NGS   
 LG1306_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1306_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1306+STABILITY: POSITION/ELEVATION WELL
 LG1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1306+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1306_ROD/PIPE-DEPTH: 10.2 meters
 LG1306_SLEEVE-DEPTH  : 3.8 meters
 LG1306
 LG1306  HISTORY     - Date     Condition        Report By
 LG1306  HISTORY     - 1991     MONUMENTED       NGS
 LG1306
 LG1306                          STATION DESCRIPTION
 LG1306
 LG1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1306'14.1 KM (8.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH
 LG1306'STREET) FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, THENCE 3.2
 LG1306'KM (2.00 MI) WESTERLY ALONG STATE HIGHWAY 33, 68.8 M (225.7 FT) WEST
 LG1306'OF THE CENTER OF SOUTHWEST 14TH STREET, 46.0 M (150.9 FT) NORTH OF
 LG1306'AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 27.8 M (91.2 FT)
 LG1306'SOUTHWEST OF THE SOUTHWEST CORNER OF A STANDARD OIL BULK PLANT
 LG1306'STORAGE BUILDING, 1.3 M (4.3 FT) EAST OF A RIGHT-OF-WAY POST, AND 0.4
 LG1306'M (1.3 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 LG1306'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1336 ***********************************************************************
 LG1336  DESIGNATION -  L 439
 LG1336  PID         -  LG1336
 LG1336  STATE/COUNTY-  NE/OTOE
 LG1336  USGS QUAD   -  PALMYRA (1966)
 LG1336
 LG1336                         *CURRENT SURVEY CONTROL
 LG1336  ___________________________________________________________________
 LG1336* NAD 83(1986)-  40 42 40.     (N)    096 24 03.     (W)     SCALED    
 LG1336* NAVD 88     -       365.703  (meters)    1199.81   (feet)  ADJUSTED  
 LG1336  ___________________________________________________________________
 LG1336  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 LG1336  DYNAMIC HT  -         365.542 (meters)    1199.28  (feet)  COMP
 LG1336  MODELED GRAV-     980,171.2   (mgal)                       NAVD 88
 LG1336
 LG1336  VERT ORDER  -  FIRST     CLASS II
 LG1336
 LG1336.The horizontal coordinates were scaled from a topographic map and have
 LG1336.an estimated accuracy of +/- 6 seconds.
 LG1336
 LG1336.The orthometric height was determined by differential leveling
 LG1336.and adjusted by the National Geodetic Survey in May 1993..
 LG1336
 LG1336.The geoid height was determined by GEOID03.
 LG1336
 LG1336.The dynamic height is computed by dividing the NAVD 88
 LG1336.geopotential number by the normal gravity value computed on the
 LG1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1336.degrees latitude (g = 980.6199 gals.).
 LG1336
 LG1336.The modeled gravity was interpolated from observed gravity values.
 LG1336
 LG1336;                    North         East    Units  Estimated Accuracy
 LG1336;SPC NE       -   103,790.      803,970.      MT  (+/- 180 meters Scaled)
 LG1336
 LG1336                          SUPERSEDED SURVEY CONTROL
 LG1336
 LG1336.No superseded survey control is available for this station.
 LG1336
 LG1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL195099(NAD 83)
 LG1336_MARKER: I = METAL ROD
 LG1336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1336_SP_SET: STAINLESS STEEL ROD
 LG1336_STAMPING: L 439 1991
 LG1336_MARK LOGO: NGS   
 LG1336_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1336_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1336+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1336_ROD/PIPE-DEPTH: 8.3  meters
 LG1336
 LG1336  HISTORY     - Date     Condition        Report By
 LG1336  HISTORY     - 1991     MONUMENTED       NGS
 LG1336
 LG1336                          STATION DESCRIPTION
 LG1336
 LG1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1336'20.6 KM (12.80 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1336'OF STATE HIGHWAY 50 IN SYRACUSE, 12.4 M (40.7 FT) SOUTH OF THE
 LG1336'CENTERLINE OF THE HIGHWAY, 0.9 M (3.0 FT) NORTH OF A RIGHT-OF-WAY
 LG1336'POST, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.4 M (1.3 FT) WEST OF
 LG1336'A FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LG1336'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1368 ***********************************************************************
 LG1368  DESIGNATION -  L 440
 LG1368  PID         -  LG1368
 LG1368  STATE/COUNTY-  NE/LANCASTER
 LG1368  USGS QUAD   -  LINCOLN (1980)
 LG1368
 LG1368                         *CURRENT SURVEY CONTROL
 LG1368  ___________________________________________________________________
 LG1368* NAD 83(1986)-  40 50 09.     (N)    096 43 49.     (W)     SCALED    
 LG1368* NAVD 88     -       365.733  (meters)    1199.91   (feet)  ADJUSTED  
 LG1368  ___________________________________________________________________
 LG1368  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 LG1368  DYNAMIC HT  -         365.568 (meters)    1199.37  (feet)  COMP
 LG1368  MODELED GRAV-     980,163.2   (mgal)                       NAVD 88
 LG1368
 LG1368  VERT ORDER  -  FIRST     CLASS II
 LG1368
 LG1368.The horizontal coordinates were scaled from a topographic map and have
 LG1368.an estimated accuracy of +/- 6 seconds.
 LG1368
 LG1368.The orthometric height was determined by differential leveling
 LG1368.and adjusted by the National Geodetic Survey in May 1993..
 LG1368
 LG1368.The geoid height was determined by GEOID03.
 LG1368
 LG1368.The dynamic height is computed by dividing the NAVD 88
 LG1368.geopotential number by the normal gravity value computed on the
 LG1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1368.degrees latitude (g = 980.6199 gals.).
 LG1368
 LG1368.The modeled gravity was interpolated from observed gravity values.
 LG1368
 LG1368;                    North         East    Units  Estimated Accuracy
 LG1368;SPC NE       -   116,520.      775,640.      MT  (+/- 180 meters Scaled)
 LG1368
 LG1368                          SUPERSEDED SURVEY CONTROL
 LG1368
 LG1368.No superseded survey control is available for this station.
 LG1368
 LG1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL913230(NAD 83)
 LG1368_MARKER: I = METAL ROD
 LG1368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1368_SP_SET: STAINLESS STEEL ROD
 LG1368_STAMPING: L 440 1992
 LG1368_MARK LOGO: NGS   
 LG1368_PROJECTION: FLUSH
 LG1368_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1368+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 LG1368_ROD/PIPE-DEPTH: 7.1  meters
 LG1368
 LG1368  HISTORY     - Date     Condition        Report By
 LG1368  HISTORY     - 1992     MONUMENTED       NGS
 LG1368  HISTORY     - 20051009 GOOD             GEOCAC
 LG1368
 LG1368                          STATION DESCRIPTION
 LG1368
 LG1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1368'IN LINCOLN, AT THE INTERSECTION OF CORNHUSKER HIGHWAY AND NORTHWEST
 LG1368'7TH STREET, 24.4 M (80.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 LG1368'LANES OF THE HIGHWAY, 8.8 M (28.9 FT) EAST OF THE STREET CENTER, 1.3
 LG1368'M (4.3 FT) NORTH OF A UTILITY POLE WITH A TRANSFORMER, 0.5 M
 LG1368'(1.6 FT) SOUTH OF A WITNESS POST, AND 0.4 M (1.3 FT) ABOVE THE LEVEL
 LG1368'OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LG1368'LOGO CAP.
 LG1368
 LG1368                          STATION RECOVERY (2005)
 LG1368
 LG1368'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1368'HANDHELD GPS NAD83 COORDS N 40D 50M 09.1S  W 096D 43M 48.9S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1392 ***********************************************************************
 LG1392  DESIGNATION -  L 441
 LG1392  PID         -  LG1392
 LG1392  STATE/COUNTY-  NE/LANCASTER
 LG1392  USGS QUAD   -  WALTON (1980)
 LG1392
 LG1392                         *CURRENT SURVEY CONTROL
 LG1392  ___________________________________________________________________
 LG1392* NAD 83(1986)-  40 45 17.     (N)    096 36 22.     (W)     SCALED    
 LG1392* NAVD 88     -       408.551  (meters)    1340.39   (feet)  ADJUSTED  
 LG1392  ___________________________________________________________________
 LG1392  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 LG1392  DYNAMIC HT  -         408.375 (meters)    1339.81  (feet)  COMP
 LG1392  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 LG1392
 LG1392  VERT ORDER  -  FIRST     CLASS II
 LG1392
 LG1392.The horizontal coordinates were scaled from a topographic map and have
 LG1392.an estimated accuracy of +/- 6 seconds.
 LG1392
 LG1392.The orthometric height was determined by differential leveling
 LG1392.and adjusted by the National Geodetic Survey in May 1993..
 LG1392
 LG1392.The geoid height was determined by GEOID03.
 LG1392
 LG1392.The dynamic height is computed by dividing the NAVD 88
 LG1392.geopotential number by the normal gravity value computed on the
 LG1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1392.degrees latitude (g = 980.6199 gals.).
 LG1392
 LG1392.The modeled gravity was interpolated from observed gravity values.
 LG1392
 LG1392;                    North         East    Units  Estimated Accuracy
 LG1392;SPC NE       -   107,920.      786,450.      MT  (+/- 180 meters Scaled)
 LG1392
 LG1392                          SUPERSEDED SURVEY CONTROL
 LG1392
 LG1392.No superseded survey control is available for this station.
 LG1392
 LG1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL020142(NAD 83)
 LG1392_MARKER: I = METAL ROD
 LG1392_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1392_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1392_STAMPING: L 441 1992
 LG1392_MARK LOGO: NGS   
 LG1392_PROJECTION: FLUSH
 LG1392_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1392+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1392_ROD/PIPE-DEPTH: 3.4  meters
 LG1392_SLEEVE-DEPTH  : 0.9 meters
 LG1392
 LG1392  HISTORY     - Date     Condition        Report By
 LG1392  HISTORY     - 1992     MONUMENTED       NGS
 LG1392
 LG1392                          STATION DESCRIPTION
 LG1392
 LG1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1392'5.4 KM (3.35 MI) EASTERLY ALONG O STREET FROM THE STATION A POST
 LG1392'OFFICE IN LINCOLN, THENCE 6.5 KM (4.05 MI) SOUTHERLY ALONG SOUTH 84TH
 LG1392'STREET, 22.3 M (73.2 FT) SOUTH OF THE CENTER OF OLD CHENEY ROAD, 15.7
 LG1392'M (51.5 FT) WEST OF THE STREET CENTER, 7.2 M (23.6 FT)
 LG1392'SOUTH-SOUTHWEST OF A MANHOLE COVER, 3.3 M (10.8 FT) NORTH OF UTILITY
 LG1392'POLE NUMBER SW 2550, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND 0.3
 LG1392'M (1.0 FT) BELOW THE LEVEL OF THE STREET. NOTE--ACCESS TO THE DATUM
 LG1392'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 LG1392'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9075 ***********************************************************************
 DG9075  DESIGNATION -  L 441 RESET
 DG9075  PID         -  DG9075
 DG9075  STATE/COUNTY-  NE/LANCASTER
 DG9075  USGS QUAD   -  WALTON (1980)
 DG9075
 DG9075                         *CURRENT SURVEY CONTROL
 DG9075  ___________________________________________________________________
 DG9075* NAD 83(1986)-  40 45 17.     (N)    096 36 22.     (W)     SCALED    
 DG9075* NAVD 88     -       408.64   (meters)    1340.7    (feet)  RESET     
 DG9075  ___________________________________________________________________
 DG9075  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DG9075
 DG9075  VERT ORDER  -  THIRD
 DG9075
 DG9075.The horizontal coordinates were scaled from a topographic map and have
 DG9075.an estimated accuracy of +/- 6 seconds.
 DG9075
 DG9075.The orthometric height was computed from unverified reset data.
 DG9075.No vertical observational check was made to the station.
 DG9075
 DG9075.The geoid height was determined by GEOID03.
 DG9075
 DG9075;                    North         East    Units  Estimated Accuracy
 DG9075;SPC NE       -   107,920.      786,450.      MT  (+/- 180 meters Scaled)
 DG9075
 DG9075                          SUPERSEDED SURVEY CONTROL
 DG9075
 DG9075.No superseded survey control is available for this station.
 DG9075
 DG9075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL020142(NAD 83)
 DG9075_MARKER: DV = VERTICAL CONTROL DISK
 DG9075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9075_STAMPING: L 441 RESET 2004
 DG9075_MARK LOGO: NGS   
 DG9075_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9075+STABILITY: SURFACE MOTION
 DG9075
 DG9075  HISTORY     - Date     Condition        Report By
 DG9075  HISTORY     - 2004     MONUMENTED       NEDR
 DG9075
 DG9075                          STATION DESCRIPTION
 DG9075
 DG9075'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 DG9075'NEAREST TOWN LINCOLN.  FROM 84TH AND OLD CHENEY ROAD INTERSECTION, GO
 DG9075'EAST ON OLD CHENEY APPROXIMATELY 150 FEET (45.7 M) TO ALLTEL
 DG9075'COMMUNICATIONS DRIVEWAY ENTRANCE (SOUTH) AND GO APPROXIMATELY 200 FEET
 DG9075'(61.0 M) TO SOUTHEAST CORNER OF ALLTELS PROPERTY FENCE CORNER TO BM.
 DG9075'9.82 FEET (2.99 M) NORTH NORTHEAST TO NAIL TOP 4 X 4 INCH WOODEN FENCE
 DG9075'POST.  4.13 FEET (1.26 M) EAST TO BOTTOM OF ORANGE FIBERGLASS WITNESS
 DG9075'SIGN IN PROPERTY FENCE.  10.13 FEET (3.09 M) WEST SOUTHWEST TO NAIL
 DG9075'TOP 4 X 4 INCH WOODEN FENCE POST.  56.70 FEET (17.28 M) NORTHWEST TO
 DG9075'SOUTHEAST CORNER OF ALLTEL COMMUNICATIONS BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3463 ***********************************************************************
 AI3463  DESIGNATION -  L 442
 AI3463  PID         -  AI3463
 AI3463  STATE/COUNTY-  NE/RED WILLOW
 AI3463  USGS QUAD   -  MC COOK WEST (1983)
 AI3463
 AI3463                         *CURRENT SURVEY CONTROL
 AI3463  ___________________________________________________________________
 AI3463* NAD 83(1986)-  40 11 50.     (N)    100 37 59.     (W)     SCALED    
 AI3463* NAVD 88     -       762.810  (meters)    2502.65   (feet)  ADJUSTED  
 AI3463  ___________________________________________________________________
 AI3463  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AI3463  DYNAMIC HT  -         762.304 (meters)    2500.99  (feet)  COMP
 AI3463  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 AI3463
 AI3463  VERT ORDER  -  SECOND    CLASS I
 AI3463
 AI3463.The horizontal coordinates were scaled from a topographic map and have
 AI3463.an estimated accuracy of +/- 6 seconds.
 AI3463
 AI3463.The orthometric height was determined by differential leveling
 AI3463.and adjusted by the National Geodetic Survey in July 2002..
 AI3463.No vertical observational check was made to the station.
 AI3463
 AI3463.The geoid height was determined by GEOID03.
 AI3463
 AI3463.The dynamic height is computed by dividing the NAVD 88
 AI3463.geopotential number by the normal gravity value computed on the
 AI3463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3463.degrees latitude (g = 980.6199 gals.).
 AI3463
 AI3463.The modeled gravity was interpolated from observed gravity values.
 AI3463
 AI3463;                    North         East    Units  Estimated Accuracy
 AI3463;SPC NE       -    40,600.      446,100.      MT  (+/- 180 meters Scaled)
 AI3463
 AI3463                          SUPERSEDED SURVEY CONTROL
 AI3463
 AI3463.No superseded survey control is available for this station.
 AI3463
 AI3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK610509(NAD 83)
 AI3463_MARKER: DV = VERTICAL CONTROL DISK
 AI3463_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3463_SP_SET: PILE CAP
 AI3463_STAMPING: L 442 1999
 AI3463_MARK LOGO: NGS   
 AI3463_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3463+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3463
 AI3463  HISTORY     - Date     Condition        Report By
 AI3463  HISTORY     - 1999     MONUMENTED       NGS
 AI3463
 AI3463                          STATION DESCRIPTION
 AI3463
 AI3463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3463'0.2 KM (0.10 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3463'STREET (U.S.  HIGHWAY 34) IN MCCOOK, IN TOP OF AND 0.3 M (1.0 FT)
 AI3463'NORTH OF THE SOUTH END OF THE WEST CONCRETE PILE CAP OF THE BURLINGTON
 AI3463'NORTHERN RAILROAD OVERPASS OF THE AVENUE, 6.6 M (21.7 FT) WEST OF THE
 AI3463'AVENUE CENTER, 6.0 M (19.7 FT) SOUTH OF THE CENTER OF THE OVERPASS,
 AI3463'AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE AVENUE. NOTE--THE MONUMENT
 AI3463'IS ON PROPERTY OWNED BY THE BURLINGTON NORTHERN SANTA FE RAILROAD, 100
 AI3463'NORRIS AVENUE, MCCOOK, NE 69001, TELEPHONE NUMBER (308) 345-5972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0517 ***********************************************************************
 LH0517  DESIGNATION -  L 5
 LH0517  PID         -  LH0517
 LH0517  STATE/COUNTY-  NE/BUFFALO
 LH0517  USGS QUAD   -  KEARNEY (1983)
 LH0517
 LH0517                         *CURRENT SURVEY CONTROL
 LH0517  ___________________________________________________________________
 LH0517* NAD 83(1986)-  40 41 56.     (N)    099 03 40.     (W)     SCALED    
 LH0517* NAVD 88     -       652.593  (meters)    2141.05   (feet)  ADJUSTED  
 LH0517  ___________________________________________________________________
 LH0517  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 LH0517  DYNAMIC HT  -         652.224 (meters)    2139.84  (feet)  COMP
 LH0517  MODELED GRAV-     980,038.4   (mgal)                       NAVD 88
 LH0517
 LH0517  VERT ORDER  -  FIRST     CLASS II
 LH0517
 LH0517.The horizontal coordinates were scaled from a topographic map and have
 LH0517.an estimated accuracy of +/- 6 seconds.
 LH0517
 LH0517.The orthometric height was determined by differential leveling
 LH0517.and adjusted by the National Geodetic Survey in June 1991..
 LH0517
 LH0517.The geoid height was determined by GEOID03.
 LH0517
 LH0517.The dynamic height is computed by dividing the NAVD 88
 LH0517.geopotential number by the normal gravity value computed on the
 LH0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0517.degrees latitude (g = 980.6199 gals.).
 LH0517
 LH0517.The modeled gravity was interpolated from observed gravity values.
 LH0517
 LH0517;                    North         East    Units  Estimated Accuracy
 LH0517;SPC NE       -    96,530.      579,330.      MT  (+/- 180 meters Scaled)
 LH0517
 LH0517                          SUPERSEDED SURVEY CONTROL
 LH0517
 LH0517  NGVD 29 (??/??/92)  652.335  (m)         2140.20   (f) ADJ UNCH    1 2
 LH0517
 LH0517.Superseded values are not recommended for survey control.
 LH0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0517.See file dsdata.txt to determine how the superseded data were derived.
 LH0517
 LH0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML948053(NAD 83)
 LH0517_MARKER: DB = BENCH MARK DISK
 LH0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0517_STAMPING: 2140.202 L 5 1933
 LH0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0517+STABILITY: SURFACE MOTION
 LH0517
 LH0517  HISTORY     - Date     Condition        Report By
 LH0517  HISTORY     - 1933     MONUMENTED       CGS
 LH0517  HISTORY     - 1961     MARK NOT FOUND   USGS
 LH0517  HISTORY     - 20050308 MARK NOT FOUND   NEDR
 LH0517
 LH0517                          STATION DESCRIPTION
 LH0517
 LH0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0517'1.1 MI E FROM KEARNEY.
 LH0517'1.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0517'AT KEARNEY, BUFFALO COUNTY, ABOUT 500 FEET EAST OF MILEPOST
 LH0517'188, AT THE EAST END OF THE RAILROAD YARDS, 49 FEET WEST OF
 LH0517'THE CENTER LINE OF AVENUE Q, 33.9 FEET SOUTH OF THE SOUTH RAIL
 LH0517'OF THE SOUTH MAIN TRACK, 15 FEET SOUTH OF THE SOUTH RAIL OF THE
 LH0517'SOUTH SIDETRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 LH0517'DISK, STAMPED 2140.202 L 5 1933 AND SET IN THE TOP OF A CONCRETE
 LH0517'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 LH0517
 LH0517                          STATION RECOVERY (1961)
 LH0517
 LH0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LH0517'MARK NOT FOUND.
 LH0517
 LH0517                          STATION RECOVERY (2005)
 LH0517
 LH0517'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0259 ***********************************************************************
 MN0259  DESIGNATION -  L 50
 MN0259  PID         -  MN0259
 MN0259  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0259  USGS QUAD   -  SCOTTSBLUFF NORTH (1976)
 MN0259
 MN0259                         *CURRENT SURVEY CONTROL
 MN0259  ___________________________________________________________________
 MN0259* NAD 83(1986)-  41 54 48.     (N)    103 44 37.     (W)     SCALED    
 MN0259* NAVD 88     -      1199.799  (meters)    3936.34   (feet)  ADJUSTED  
 MN0259  ___________________________________________________________________
 MN0259  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 MN0259  DYNAMIC HT  -        1199.037 (meters)    3933.84  (feet)  COMP
 MN0259  MODELED GRAV-     979,946.0   (mgal)                       NAVD 88
 MN0259
 MN0259  VERT ORDER  -  SECOND    CLASS 0
 MN0259
 MN0259.The horizontal coordinates were scaled from a topographic map and have
 MN0259.an estimated accuracy of +/- 6 seconds.
 MN0259
 MN0259.The orthometric height was determined by differential leveling
 MN0259.and adjusted by the National Geodetic Survey in June 1991..
 MN0259
 MN0259.The geoid height was determined by GEOID03.
 MN0259
 MN0259.The dynamic height is computed by dividing the NAVD 88
 MN0259.geopotential number by the normal gravity value computed on the
 MN0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0259.degrees latitude (g = 980.6199 gals.).
 MN0259
 MN0259.The modeled gravity was interpolated from observed gravity values.
 MN0259
 MN0259;                    North         East    Units  Estimated Accuracy
 MN0259;SPC NE       -   237,660.      189,610.      MT  (+/- 180 meters Scaled)
 MN0259
 MN0259                          SUPERSEDED SURVEY CONTROL
 MN0259
 MN0259  NGVD 29 (??/??/92) 1199.140  (m)         3934.18   (f) ADJ UNCH    2 0
 MN0259
 MN0259.Superseded values are not recommended for survey control.
 MN0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0259.See file dsdata.txt to determine how the superseded data were derived.
 MN0259
 MN0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG041409(NAD 83)
 MN0259_MARKER: DB = BENCH MARK DISK
 MN0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0259_STAMPING: L 50 1934
 MN0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0259+STABILITY: SURFACE MOTION
 MN0259
 MN0259  HISTORY     - Date     Condition        Report By
 MN0259  HISTORY     - 1934     MONUMENTED       CGS
 MN0259  HISTORY     - 20030924 MARK NOT FOUND   NGS
 MN0259
 MN0259                          STATION DESCRIPTION
 MN0259
 MN0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0259'3.8 MI SE FROM MITCHELL.
 MN0259'ABOUT 3.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 MN0259'QUINCY RAILROAD FROM THE STATION AT MITCHELL, SCOTTS BLUFF COUNTY,
 MN0259'MILEAGE 36+40, ON THE HIGH GROUND BETWEEN THE TRACK AND U.S.
 MN0259'HIGHWAY 26, 48.5 FEET NORTHEAST OF THE NORTH RAIL, 38.0 FEET
 MN0259'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 12.4 FEET EAST
 MN0259'OF A POLE.  A STANDARD DISK, STAMPED L 50 1934 AND SET IN THE TOP
 MN0259'OF A CONCRETE POST.
 MN0259
 MN0259                          STATION RECOVERY (2003)
 MN0259
 MN0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0259'STATION WAS NOT SEEN, BUT LIKELY EXISTS BURIED IN SAND AND BRUSH, BUT
 MN0259'WILL REQUIRE A METAL DETECTOR AND PROBING TO FIND IT.  SITE IS 0.5 MI
 MN0259'WNW ALONG SPRING CREEK ROAD (OLD US 26) FROM JUNCTION WITH CURRENT US
 MN0259'26.  RR IS NOW BNSF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0062 ***********************************************************************
 MN0062  DESIGNATION -  L 52
 MN0062  PID         -  MN0062
 MN0062  STATE/COUNTY-  NE/GARDEN
 MN0062  USGS QUAD   -  LEWELLEN (1971)
 MN0062
 MN0062                         *CURRENT SURVEY CONTROL
 MN0062  ___________________________________________________________________
 MN0062* NAD 83(1986)-  41 21 06.     (N)    102 11 36.     (W)     SCALED    
 MN0062* NAVD 88     -      1014.678  (meters)    3328.99   (feet)  ADJUSTED  
 MN0062  ___________________________________________________________________
 MN0062  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 MN0062  DYNAMIC HT  -        1014.058 (meters)    3326.96  (feet)  COMP
 MN0062  MODELED GRAV-     979,977.5   (mgal)                       NAVD 88
 MN0062
 MN0062  VERT ORDER  -  SECOND    CLASS 0
 MN0062
 MN0062.The horizontal coordinates were scaled from a topographic map and have
 MN0062.an estimated accuracy of +/- 6 seconds.
 MN0062
 MN0062.The orthometric height was determined by differential leveling
 MN0062.and adjusted by the National Geodetic Survey in June 1991..
 MN0062
 MN0062.The geoid height was determined by GEOID03.
 MN0062
 MN0062.The dynamic height is computed by dividing the NAVD 88
 MN0062.geopotential number by the normal gravity value computed on the
 MN0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0062.degrees latitude (g = 980.6199 gals.).
 MN0062
 MN0062.The modeled gravity was interpolated from observed gravity values.
 MN0062
 MN0062;                    North         East    Units  Estimated Accuracy
 MN0062;SPC NE       -   170,900.      316,530.      MT  (+/- 180 meters Scaled)
 MN0062
 MN0062                          SUPERSEDED SURVEY CONTROL
 MN0062
 MN0062  NGVD 29 (??/??/92) 1014.204  (m)         3327.43   (f) ADJ UNCH    2 0
 MN0062
 MN0062.Superseded values are not recommended for survey control.
 MN0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0062.See file dsdata.txt to determine how the superseded data were derived.
 MN0062
 MN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF347815(NAD 83)
 MN0062_MARKER: DB = BENCH MARK DISK
 MN0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0062_STAMPING: L 52 1934
 MN0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0062+STABILITY: SURFACE MOTION
 MN0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0062+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 MN0062
 MN0062  HISTORY     - Date     Condition        Report By
 MN0062  HISTORY     - 1934     MONUMENTED       CGS
 MN0062  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0062  HISTORY     - 19920804 MARK NOT FOUND   NGS
 MN0062
 MN0062                          STATION DESCRIPTION
 MN0062
 MN0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0062'2.8 MI W FROM LEWELLEN.
 MN0062'ABOUT 2.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0062'STATION AT LEWELLEN, GARDEN COUNTY, ABOUT 2 POLES WEST OF MILEPOST
 MN0062'62, ABOUT 625 FEET SOUTH OF THE SOUTHWEST CORNER OF A FARMHOUSE,
 MN0062'ABOUT 200 FEET SOUTHWEST OF THE EXTREME SOUTH ONE OF A LONG ROW OF
 MN0062'TREES, AND 74 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A
 MN0062'STANDARD DISK, STAMPED L 52 1934 AND SET IN THE TOP OF A CONCRETE
 MN0062'POST.  NOTE-- LOCAL FARMER STATES THAT IT IS VERY POSSIBLE THAT
 MN0062'THIS BM WAS DESTROYED BY FARM EQUIPMENT.
 MN0062
 MN0062                          STATION RECOVERY (1971)
 MN0062
 MN0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0062'MARK NOT FOUND.
 MN0062
 MN0062                          STATION RECOVERY (1992)
 MN0062
 MN0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MN0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0288 ***********************************************************************
 MN0288  DESIGNATION -  L 54
 MN0288  PID         -  MN0288
 MN0288  STATE/COUNTY-  NE/BANNER
 MN0288  USGS QUAD   -  HARRISBURG (1979)
 MN0288
 MN0288                         *CURRENT SURVEY CONTROL
 MN0288  ___________________________________________________________________
 MN0288* NAD 83(1986)-  41 34 56.     (N)    103 40 34.     (W)     SCALED    
 MN0288* NAVD 88     -      1354.637  (meters)    4444.34   (feet)  ADJUSTED  
 MN0288  ___________________________________________________________________
 MN0288  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 MN0288  DYNAMIC HT  -        1353.668 (meters)    4441.16  (feet)  COMP
 MN0288  MODELED GRAV-     979,861.0   (mgal)                       NAVD 88
 MN0288
 MN0288  VERT ORDER  -  SECOND    CLASS 0
 MN0288
 MN0288.The horizontal coordinates were scaled from a topographic map and have
 MN0288.an estimated accuracy of +/- 6 seconds.
 MN0288
 MN0288.The orthometric height was determined by differential leveling
 MN0288.and adjusted by the National Geodetic Survey in June 1991..
 MN0288
 MN0288.The geoid height was determined by GEOID03.
 MN0288
 MN0288.The dynamic height is computed by dividing the NAVD 88
 MN0288.geopotential number by the normal gravity value computed on the
 MN0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0288.degrees latitude (g = 980.6199 gals.).
 MN0288
 MN0288.The modeled gravity was interpolated from observed gravity values.
 MN0288
 MN0288;                    North         East    Units  Estimated Accuracy
 MN0288;SPC NE       -   200,690.      193,640.      MT  (+/- 180 meters Scaled)
 MN0288
 MN0288                          SUPERSEDED SURVEY CONTROL
 MN0288
 MN0288  NGVD 29 (??/??/92) 1353.940  (m)         4442.05   (f) ADJ UNCH    2 0
 MN0288
 MN0288.Superseded values are not recommended for survey control.
 MN0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0288.See file dsdata.txt to determine how the superseded data were derived.
 MN0288
 MN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG103042(NAD 83)
 MN0288_MARKER: DB = BENCH MARK DISK
 MN0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0288_STAMPING: L 54 1934
 MN0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0288+STABILITY: SURFACE MOTION
 MN0288
 MN0288  HISTORY     - Date     Condition        Report By
 MN0288  HISTORY     - 1934     MONUMENTED       CGS
 MN0288  HISTORY     - 1971     MARK NOT FOUND   NGS
 MN0288  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0288
 MN0288                          STATION DESCRIPTION
 MN0288
 MN0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0288'18.9 MI S FROM GERING.
 MN0288'IN BANNER COUNTY, ABOUT 18.9 MILES SOUTH ALONG STATE HIGHWAY 29
 MN0288'FROM THE COURTHOUSE AT GERING, SCOTTS BLUFF COUNTY, ABOUT 4.8
 MN0288'MILES NORTH OF HARRISBURG, ABOUT 200 FEET SOUTHEAST OF THE
 MN0288'JUNCTION OF STATE HIGHWAY 88, ABOUT 200 FEET NORTH OF THE TOP
 MN0288'OF A HILL, 61 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 29,
 MN0288'AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MN0288'STAMPED L 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0288
 MN0288                          STATION RECOVERY (1971)
 MN0288
 MN0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MN0288'MARK NOT FOUND.
 MN0288
 MN0288                          STATION RECOVERY (1974)
 MN0288
 MN0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0190 ***********************************************************************
 MN0190  DESIGNATION -  L 55 RESET
 MN0190  PID         -  MN0190
 MN0190  STATE/COUNTY-  NE/BANNER
 MN0190  USGS QUAD   -  HACKBERRY CREEK (1979)
 MN0190
 MN0190                         *CURRENT SURVEY CONTROL
 MN0190  ___________________________________________________________________
 MN0190* NAD 83(1986)-  41 34 59.     (N)    103 24 24.     (W)     SCALED    
 MN0190* NAVD 88     -      1238.12   (meters)    4062.1    (feet)  RESET     
 MN0190  ___________________________________________________________________
 MN0190  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 MN0190
 MN0190  VERT ORDER  -  THIRD
 MN0190
 MN0190.The horizontal coordinates were scaled from a topographic map and have
 MN0190.an estimated accuracy of +/- 6 seconds.
 MN0190
 MN0190.The orthometric height was computed from unverified reset data.
 MN0190
 MN0190.The geoid height was determined by GEOID03.
 MN0190
 MN0190;                    North         East    Units  Estimated Accuracy
 MN0190;SPC NE       -   199,860.      216,090.      MT  (+/- 180 meters Scaled)
 MN0190
 MN0190                          SUPERSEDED SURVEY CONTROL
 MN0190
 MN0190  NGVD 29 (??/??/??) 1237.48   (m)         4060.0    (f) RESET       3  
 MN0190
 MN0190.Superseded values are not recommended for survey control.
 MN0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0190.See file dsdata.txt to determine how the superseded data were derived.
 MN0190
 MN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG328047(NAD 83)
 MN0190_MARKER: DB = BENCH MARK DISK
 MN0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0190_STAMPING: L 55 RESET 1966
 MN0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0190+STABILITY: SURFACE MOTION
 MN0190
 MN0190  HISTORY     - Date     Condition        Report By
 MN0190  HISTORY     - 1966     MONUMENTED       CGS
 MN0190
 MN0190                          STATION DESCRIPTION
 MN0190
 MN0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MN0190'7 MI W FROM REDINGTON.
 MN0190'ABOUT 7.0 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0190'AT REDINGTON, 110 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 88,
 MN0190'36 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 4 FEET EAST OF
 MN0190'A FENCE CORNER, 1.5 FEET EAST OF A METAL WITNESS POST, 1 FOOT
 MN0190'NORTH OF A FENCE, AND IS A STANDARD DISK SET IN THE TOP OF A
 MN0190'ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0850 ***********************************************************************
 ML0850  DESIGNATION -  L 56
 ML0850  PID         -  ML0850
 ML0850  STATE/COUNTY-  NE/CUSTER
 ML0850  USGS QUAD   -  ANSELMO NW (1951)
 ML0850
 ML0850                         *CURRENT SURVEY CONTROL
 ML0850  ___________________________________________________________________
 ML0850* NAD 83(1986)-  41 42 31.     (N)    099 58 27.     (W)     SCALED    
 ML0850* NAVD 88     -       828.399  (meters)    2717.84   (feet)  ADJUSTED  
 ML0850  ___________________________________________________________________
 ML0850  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 ML0850  DYNAMIC HT  -         827.974 (meters)    2716.44  (feet)  COMP
 ML0850  MODELED GRAV-     980,081.5   (mgal)                       NAVD 88
 ML0850
 ML0850  VERT ORDER  -  SECOND    CLASS 0
 ML0850
 ML0850.The horizontal coordinates were scaled from a topographic map and have
 ML0850.an estimated accuracy of +/- 6 seconds.
 ML0850
 ML0850.The orthometric height was determined by differential leveling
 ML0850.and adjusted by the National Geodetic Survey in June 1991..
 ML0850
 ML0850.The geoid height was determined by GEOID03.
 ML0850
 ML0850.The dynamic height is computed by dividing the NAVD 88
 ML0850.geopotential number by the normal gravity value computed on the
 ML0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0850.degrees latitude (g = 980.6199 gals.).
 ML0850
 ML0850.The modeled gravity was interpolated from observed gravity values.
 ML0850
 ML0850;                    North         East    Units  Estimated Accuracy
 ML0850;SPC NE       -   208,200.      502,150.      MT  (+/- 180 meters Scaled)
 ML0850
 ML0850                          SUPERSEDED SURVEY CONTROL
 ML0850
 ML0850  NGVD 29 (??/??/92)  828.109  (m)         2716.89   (f) ADJ UNCH    2 0
 ML0850
 ML0850.Superseded values are not recommended for survey control.
 ML0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0850.See file dsdata.txt to determine how the superseded data were derived.
 ML0850
 ML0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM189178(NAD 83)
 ML0850_MARKER: DB = BENCH MARK DISK
 ML0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0850_STAMPING: L 56 1934
 ML0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0850+STABILITY: SURFACE MOTION
 ML0850
 ML0850  HISTORY     - Date     Condition        Report By
 ML0850  HISTORY     - 1934     MONUMENTED       CGS
 ML0850  HISTORY     - 1949     GOOD             NGS
 ML0850
 ML0850                          STATION DESCRIPTION
 ML0850
 ML0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0850'3.9 MI SE FROM LINSCOTT.
 ML0850'IN CUSTER COUNTY, 3.9 MILES SOUTHEAST ALONG THE CHICAGO,
 ML0850'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT LINSCOTT,
 ML0850'BLAINE COUNTY, 4 1/2 POLES NORTHWEST OF MILEPOST 204, 81 FEET
 ML0850'EAST OF THE CENTERLINE OF STATE HIGHWAY 2, AND 50 FEET WEST
 ML0850'OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 ML0850'L 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0392 ***********************************************************************
 NP0392  DESIGNATION -  L 57
 NP0392  PID         -  NP0392
 NP0392  STATE/COUNTY-  NE/BOX BUTTE
 NP0392  USGS QUAD   -  NONPAREIL (1946)
 NP0392
 NP0392                         *CURRENT SURVEY CONTROL
 NP0392  ___________________________________________________________________
 NP0392* NAD 83(1986)-  42 19 19.     (N)    103 13 46.     (W)     SCALED    
 NP0392* NAVD 88     -      1351.343  (meters)    4433.53   (feet)  POSTED    
 NP0392  ___________________________________________________________________
 NP0392  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 NP0392  DYNAMIC HT  -        1350.520 (meters)    4430.83  (feet)  COMP
 NP0392  MODELED GRAV-     979,965.9   (mgal)                       NAVD 88
 NP0392
 NP0392  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 NP0392
 NP0392.The horizontal coordinates were scaled from a topographic map and have
 NP0392.an estimated accuracy of +/- 6 seconds.
 NP0392
 NP0392.The orthometric height was determined by differential leveling
 NP0392.and adjusted by the National Geodetic Survey in 1992..
 NP0392.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 NP0392.rate of 2.1 thru 3.0 mm/km.
 NP0392
 NP0392.The geoid height was determined by GEOID03.
 NP0392
 NP0392.The dynamic height is computed by dividing the NAVD 88
 NP0392.geopotential number by the normal gravity value computed on the
 NP0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0392.degrees latitude (g = 980.6199 gals.).
 NP0392
 NP0392.The modeled gravity was interpolated from observed gravity values.
 NP0392
 NP0392;                    North         East    Units  Estimated Accuracy
 NP0392;SPC NE       -   281,280.      233,920.      MT  (+/- 180 meters Scaled)
 NP0392
 NP0392                          SUPERSEDED SURVEY CONTROL
 NP0392
 NP0392  NGVD 29 (??/??/92) 1350.677  (m)         4431.35   (f) ADJ UNCH    2 0
 NP0392
 NP0392.Superseded values are not recommended for survey control.
 NP0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0392.See file dsdata.txt to determine how the superseded data were derived.
 NP0392
 NP0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG458870(NAD 83)
 NP0392_MARKER: DB = BENCH MARK DISK
 NP0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0392_STAMPING: L-57-1934
 NP0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0392+STABILITY: SURFACE MOTION
 NP0392
 NP0392  HISTORY     - Date     Condition        Report By
 NP0392  HISTORY     - 1934     MONUMENTED       CGS
 NP0392  HISTORY     - 1938     GOOD             NGS
 NP0392
 NP0392                          STATION DESCRIPTION
 NP0392
 NP0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0392'7.9 MI W FROM HEMINGFORD.
 NP0392'7.9 MILES WEST OF POST OFFICE.  ALONG HIGHWAY NO. 2, 37 FEET NORTH
 NP0392'OF CENTERLINE OF HIGHWAY, 26 FEET EAST OF CENTERLINE OF ROAD
 NP0392'RUNNING TO NORTH, 2 FEET NORTH OF RIGHT OF WAY FENCE, 190 FEET
 NP0392'NORTHEAST OF NORTHEAST CORNER OF OLD ABANDONED HOUSE.
 NP0392
 NP0392                          STATION RECOVERY (1938)
 NP0392
 NP0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 NP0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0393 ***********************************************************************
 NP0393  DESIGNATION -  L 57 RESET
 NP0393  PID         -  NP0393
 NP0393  STATE/COUNTY-  NE/BOX BUTTE
 NP0393  USGS QUAD   -  NONPAREIL (1946)
 NP0393
 NP0393                         *CURRENT SURVEY CONTROL
 NP0393  ___________________________________________________________________
 NP0393* NAD 83(1986)-  42 19 19.     (N)    103 13 45.     (W)     SCALED    
 NP0393* NAVD 88     -      1351.246  (meters)    4433.21   (feet)  POSTED    
 NP0393  ___________________________________________________________________
 NP0393  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 NP0393  DYNAMIC HT  -        1350.420 (meters)    4430.50  (feet)  COMP
 NP0393  MODELED GRAV-     979,965.9   (mgal)                       NAVD 88
 NP0393
 NP0393  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NP0393
 NP0393.The horizontal coordinates were scaled from a topographic map and have
 NP0393.an estimated accuracy of +/- 6 seconds.
 NP0393
 NP0393.The orthometric height was determined by differential leveling
 NP0393.and adjusted by the National Geodetic Survey in 1992..
 NP0393.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NP0393.rate of 0.0 thru 1.0 mm/km.
 NP0393
 NP0393.The geoid height was determined by GEOID03.
 NP0393
 NP0393.The dynamic height is computed by dividing the NAVD 88
 NP0393.geopotential number by the normal gravity value computed on the
 NP0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0393.degrees latitude (g = 980.6199 gals.).
 NP0393
 NP0393.The modeled gravity was interpolated from observed gravity values.
 NP0393
 NP0393;                    North         East    Units  Estimated Accuracy
 NP0393;SPC NE       -   281,280.      233,940.      MT  (+/- 180 meters Scaled)
 NP0393
 NP0393                          SUPERSEDED SURVEY CONTROL
 NP0393
 NP0393  NGVD 29 (??/??/92) 1350.577  (m)         4431.02   (f) ADJ UNCH    2 0
 NP0393
 NP0393.Superseded values are not recommended for survey control.
 NP0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0393.See file dsdata.txt to determine how the superseded data were derived.
 NP0393
 NP0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG459870(NAD 83)
 NP0393_MARKER: DB = BENCH MARK DISK
 NP0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0393_STAMPING: L 57 RESET 1948
 NP0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0393+STABILITY: SURFACE MOTION
 NP0393
 NP0393  HISTORY     - Date     Condition        Report By
 NP0393  HISTORY     - 1948     MONUMENTED       CGS
 NP0393  HISTORY     - 1956     GOOD             NGS
 NP0393
 NP0393                          STATION DESCRIPTION
 NP0393
 NP0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0393'8 MI W FROM HEMINGFORD.
 NP0393'8.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE
 NP0393'AT HEMINGFORD, 43 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 NP0393'42 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 9.5
 NP0393'FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, 1 FOOT
 NP0393'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0393'IS 0.1 FOOT BELOW THE TOP OF THE GROUND, IN THE SOUTHWEST 1/4
 NP0393'OF SECTION 12, TOWNSHIP 27 NORTH, RANGE 51 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0102 ***********************************************************************
 MN0102  DESIGNATION -  L 59
 MN0102  PID         -  MN0102
 MN0102  STATE/COUNTY-  NE/CHEYENNE
 MN0102  USGS QUAD   -  SUNOL (1972)
 MN0102
 MN0102                         *CURRENT SURVEY CONTROL
 MN0102  ___________________________________________________________________
 MN0102* NAD 83(1986)-  41 09 14.     (N)    102 45 25.     (W)     SCALED    
 MN0102* NAVD 88     -      1195.073  (meters)    3920.84   (feet)  ADJUSTED  
 MN0102  ___________________________________________________________________
 MN0102  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 MN0102  DYNAMIC HT  -        1194.256 (meters)    3918.15  (feet)  COMP
 MN0102  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 MN0102
 MN0102  VERT ORDER  -  SECOND    CLASS 0
 MN0102
 MN0102.The horizontal coordinates were scaled from a topographic map and have
 MN0102.an estimated accuracy of +/- 6 seconds.
 MN0102
 MN0102.The orthometric height was determined by differential leveling
 MN0102.and adjusted by the National Geodetic Survey in June 1991..
 MN0102
 MN0102.The geoid height was determined by GEOID03.
 MN0102
 MN0102.The dynamic height is computed by dividing the NAVD 88
 MN0102.geopotential number by the normal gravity value computed on the
 MN0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0102.degrees latitude (g = 980.6199 gals.).
 MN0102
 MN0102.The modeled gravity was interpolated from observed gravity values.
 MN0102
 MN0102;                    North         East    Units  Estimated Accuracy
 MN0102;SPC NE       -   150,300.      268,700.      MT  (+/- 180 meters Scaled)
 MN0102
 MN0102                          SUPERSEDED SURVEY CONTROL
 MN0102
 MN0102  NGVD 29 (??/??/92) 1194.522  (m)         3919.03   (f) ADJ UNCH    2 0
 MN0102
 MN0102.Superseded values are not recommended for survey control.
 MN0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0102.See file dsdata.txt to determine how the superseded data were derived.
 MN0102
 MN0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF882582(NAD 83)
 MN0102_MARKER: DB = BENCH MARK DISK
 MN0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0102_STAMPING: L 59 1934
 MN0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0102+STABILITY: SURFACE MOTION
 MN0102
 MN0102  HISTORY     - Date     Condition        Report By
 MN0102  HISTORY     - 1934     MONUMENTED       CGS
 MN0102  HISTORY     - 1985     GOOD             DMA
 MN0102
 MN0102                          STATION DESCRIPTION
 MN0102
 MN0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0102'0.2 MI E FROM SUNOL.
 MN0102'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0102'AT SUNOL, CHEYENNE COUNTY, 1-1/4 POLES WEST OF MILEPOST 396,
 MN0102'108 FEET SOUTH OF SIGNAL TOWER 3959, AND 80 FEET SOUTH OF THE
 MN0102'SOUTH OF THE SOUTH RAIL OF THE SOUTH DOUBLE TRACK.  A STANDARD
 MN0102'DISK, STAMPED L 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0102
 MN0102                          STATION RECOVERY (1985)
 MN0102
 MN0102'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0004 ***********************************************************************
 LJ0004  DESIGNATION -  L 6
 LJ0004  PID         -  LJ0004
 LJ0004  STATE/COUNTY-  NE/DAWSON
 LJ0004  USGS QUAD   -  WILLOW ISLAND (1970)
 LJ0004
 LJ0004                         *CURRENT SURVEY CONTROL
 LJ0004  ___________________________________________________________________
 LJ0004* NAD 83(1986)-  40 52 54.     (N)    100 03 12.     (W)     SCALED    
 LJ0004* NAVD 88     -       767.703  (meters)    2518.71   (feet)  ADJUSTED  
 LJ0004  ___________________________________________________________________
 LJ0004  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 LJ0004  DYNAMIC HT  -         767.251 (meters)    2517.22  (feet)  COMP
 LJ0004  MODELED GRAV-     980,008.9   (mgal)                       NAVD 88
 LJ0004
 LJ0004  VERT ORDER  -  FIRST     CLASS II
 LJ0004
 LJ0004.The horizontal coordinates were scaled from a topographic map and have
 LJ0004.an estimated accuracy of +/- 6 seconds.
 LJ0004
 LJ0004.The orthometric height was determined by differential leveling
 LJ0004.and adjusted by the National Geodetic Survey in June 1991..
 LJ0004.WARNING-Repeat measurements at this control monument indicate possible
 LJ0004.vertical movement.
 LJ0004
 LJ0004.The geoid height was determined by GEOID03.
 LJ0004
 LJ0004.The dynamic height is computed by dividing the NAVD 88
 LJ0004.geopotential number by the normal gravity value computed on the
 LJ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0004.degrees latitude (g = 980.6199 gals.).
 LJ0004
 LJ0004.The modeled gravity was interpolated from observed gravity values.
 LJ0004
 LJ0004;                    North         East    Units  Estimated Accuracy
 LJ0004;SPC NE       -   116,400.      495,510.      MT  (+/- 180 meters Scaled)
 LJ0004
 LJ0004                          SUPERSEDED SURVEY CONTROL
 LJ0004
 LJ0004  NGVD 29 (??/??/92)  767.412  (m)         2517.75   (f) ADJ UNCH    1 2
 LJ0004
 LJ0004.Superseded values are not recommended for survey control.
 LJ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0004.See file dsdata.txt to determine how the superseded data were derived.
 LJ0004
 LJ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML112261(NAD 83)
 LJ0004_MARKER: DB = BENCH MARK DISK
 LJ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0004_STAMPING: 2517.876 L 6 1933
 LJ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0004+STABILITY: SURFACE MOTION
 LJ0004
 LJ0004  HISTORY     - Date     Condition        Report By
 LJ0004  HISTORY     - 1933     MONUMENTED       CGS
 LJ0004  HISTORY     - 1970     MARK NOT FOUND   NGS
 LJ0004  HISTORY     - 1986     MARK NOT FOUND   NGS
 LJ0004
 LJ0004                          STATION DESCRIPTION
 LJ0004
 LJ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LJ0004'4.1 MI NW FROM COZAD.
 LJ0004'ABOUT 4.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LJ0004'COZAD, DAWSON COUNTY, ABOUT 9 POLES NORTHWEST OF MILEPOST 242,
 LJ0004'AT A COUNTY-ROAD CROSSING, ABOUT 100 FEET SOUTH OF U.S. HIGHWAY
 LJ0004'30, 70 FEET SOUTH OF THE CENTER OF A 2-FOOT PIPE CULVERT, 31.2
 LJ0004'FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 29 FEET
 LJ0004'WEST OF THE CENTER LINE OF THE ROAD, AND 16.1 FEET SOUTH OF THE
 LJ0004'NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2517.876 L 6
 LJ0004'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1
 LJ0004'INCH ABOVE GROUND.
 LJ0004
 LJ0004                          STATION RECOVERY (1970)
 LJ0004
 LJ0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LJ0004'MARK NOT FOUND.
 LJ0004
 LJ0004                          STATION RECOVERY (1986)
 LJ0004
 LJ0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0004'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 LJ0004'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0763 ***********************************************************************
 ML0763  DESIGNATION -  L 60
 ML0763  PID         -  ML0763
 ML0763  STATE/COUNTY-  NE/CUSTER
 ML0763  USGS QUAD   -  OCONTO SE (1974)
 ML0763
 ML0763                         *CURRENT SURVEY CONTROL
 ML0763  ___________________________________________________________________
 ML0763* NAD 83(1986)-  41 04 34.     (N)    099 45 21.     (W)     SCALED    
 ML0763* NAVD 88     -       796.703  (meters)    2613.85   (feet)  ADJUSTED  
 ML0763  ___________________________________________________________________
 ML0763  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 ML0763  DYNAMIC HT  -         796.245 (meters)    2612.35  (feet)  COMP
 ML0763  MODELED GRAV-     980,021.8   (mgal)                       NAVD 88
 ML0763
 ML0763  VERT ORDER  -  SECOND    CLASS 0
 ML0763
 ML0763.The horizontal coordinates were scaled from a topographic map and have
 ML0763.an estimated accuracy of +/- 6 seconds.
 ML0763
 ML0763.The orthometric height was determined by differential leveling
 ML0763.and adjusted by the National Geodetic Survey in June 1991..
 ML0763
 ML0763.The geoid height was determined by GEOID03.
 ML0763
 ML0763.The dynamic height is computed by dividing the NAVD 88
 ML0763.geopotential number by the normal gravity value computed on the
 ML0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0763.degrees latitude (g = 980.6199 gals.).
 ML0763
 ML0763.The modeled gravity was interpolated from observed gravity values.
 ML0763
 ML0763;                    North         East    Units  Estimated Accuracy
 ML0763;SPC NE       -   138,010.      520,510.      MT  (+/- 180 meters Scaled)
 ML0763
 ML0763                          SUPERSEDED SURVEY CONTROL
 ML0763
 ML0763  NGVD 29 (??/??/92)  796.410  (m)         2612.89   (f) ADJ UNCH    2 0
 ML0763
 ML0763.Superseded values are not recommended for survey control.
 ML0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0763.See file dsdata.txt to determine how the superseded data were derived.
 ML0763
 ML0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML365474(NAD 83)
 ML0763_MARKER: DR = REFERENCE MARK DISK
 ML0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0763_STAMPING: L 60 1934
 ML0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0763+STABILITY: SURFACE MOTION
 ML0763
 ML0763  HISTORY     - Date     Condition        Report By
 ML0763  HISTORY     - 1934     MONUMENTED       CGS
 ML0763  HISTORY     - 1951     GOOD             NGS
 ML0763
 ML0763                          STATION DESCRIPTION
 ML0763
 ML0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 ML0763'4.5 MI S FROM OCONTO.
 ML0763'4.5 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 ML0763'OCONTO, 0.4 MILE NORTHEAST OF A HILL WHERE THE HIGHWAY TURNS
 ML0763'SOUTH AND INTERSECTS A ROAD LEADING NORTH PAST A SCHOOLHOUSE,
 ML0763'AT A HOLLOW AMONG HILLS, 34.6 FEET NORTHWEST OF THE CENTERLINE
 ML0763'OF THE HIGHWAY, 10 FEET NORTH OF A JOG IN THE RIGHT-OF-WAY
 ML0763'FENCE, AND 5-3/4 FEET NORTHWEST OF THE CORNER FORMED BY THE
 ML0763'RIGHT-OF-WAY FENCE AND A NORTH-AND-SOUTH FENCE.  A STANDARD
 ML0763'DISK, STAMPED L 60 1934 AND SET IN THE TOP OF A CONCRETE POST
 ML0763'1 FOOT UNDER GROUND.  NOTE-- THE MARK IS 51.5 FEET NORTH OF THE
 ML0763'CENTERLINE OF A ROAD AT A NORTH-SOUTH FENCE, 52 FEET SOUTH
 ML0763'OF A T-FENCE LEADING SOUTHWEST, 4 FEET EAST OF A CORNER POST,
 ML0763'AND ON A SMALL BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0183 ***********************************************************************
 NP0183  DESIGNATION -  L 61
 NP0183  PID         -  NP0183
 NP0183  STATE/COUNTY-  NE/SHERIDAN
 NP0183  USGS QUAD   -  ANTIOCH (1989)
 NP0183
 NP0183                         *CURRENT SURVEY CONTROL
 NP0183  ___________________________________________________________________
 NP0183* NAD 83(1986)-  42 03 47.     (N)    102 30 50.     (W)     SCALED    
 NP0183* NAVD 88     -      1180.703  (meters)    3873.69   (feet)  ADJUSTED  
 NP0183  ___________________________________________________________________
 NP0183  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 NP0183  DYNAMIC HT  -        1180.026 (meters)    3871.47  (feet)  COMP
 NP0183  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 NP0183
 NP0183  VERT ORDER  -  SECOND    CLASS 0
 NP0183
 NP0183.The horizontal coordinates were scaled from a topographic map and have
 NP0183.an estimated accuracy of +/- 6 seconds.
 NP0183
 NP0183.The orthometric height was determined by differential leveling
 NP0183.and adjusted by the National Geodetic Survey in June 1991..
 NP0183
 NP0183.The geoid height was determined by GEOID03.
 NP0183
 NP0183.The dynamic height is computed by dividing the NAVD 88
 NP0183.geopotential number by the normal gravity value computed on the
 NP0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0183.degrees latitude (g = 980.6199 gals.).
 NP0183
 NP0183.The modeled gravity was interpolated from observed gravity values.
 NP0183
 NP0183;                    North         East    Units  Estimated Accuracy
 NP0183;SPC NE       -   250,580.      292,020.      MT  (+/- 180 meters Scaled)
 NP0183
 NP0183                          SUPERSEDED SURVEY CONTROL
 NP0183
 NP0183  NGVD 29 (??/??/92) 1180.148  (m)         3871.87   (f) ADJ UNCH    2 0
 NP0183
 NP0183.Superseded values are not recommended for survey control.
 NP0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0183.See file dsdata.txt to determine how the superseded data were derived.
 NP0183
 NP0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG056597(NAD 83)
 NP0183_MARKER: DB = BENCH MARK DISK
 NP0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0183_STAMPING: L 61 1934
 NP0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0183+STABILITY: SURFACE MOTION
 NP0183
 NP0183  HISTORY     - Date     Condition        Report By
 NP0183  HISTORY     - 1934     MONUMENTED       CGS
 NP0183  HISTORY     - 1940     GOOD             NGS
 NP0183
 NP0183                          STATION DESCRIPTION
 NP0183
 NP0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NP0183'3.7 MI E FROM ANTIOCH.
 NP0183'3.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0183'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 0.3 MILE EAST
 NP0183'OF MILEPOST 347, AT THE WEST END OF A CURVE IN STATE HIGHWAY 2
 NP0183'AROUND A SWAMP, AT A LONG STRIP OF HIGH GROUND, 59.9 FEET SOUTH
 NP0183'OF THE SOUTH RAIL, 3.0 FEET EAST OF A 4- BY 4-INCH WHITE POST
 NP0183'PROJECTING 2.0 FEET ABOVE GROUND, AND 2.0 FEET LOWER THAN THE
 NP0183'TRACK.  A STANDARD DISK, STAMPED L 61 1934 AND SET IN THE TOP
 NP0183'OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0180 ***********************************************************************
 MM0180  DESIGNATION -  L 63
 MM0180  PID         -  MM0180
 MM0180  STATE/COUNTY-  NE/THOMAS
 MM0180  USGS QUAD   -  NORWAY (1986)
 MM0180
 MM0180                         *CURRENT SURVEY CONTROL
 MM0180  ___________________________________________________________________
 MM0180* NAD 83(1995)-  41 59 12.47369(N)    100 40 32.73502(W)     ADJUSTED  
 MM0180* NAVD 88     -       883.498  (meters)    2898.61   (feet)  ADJUSTED  
 MM0180  ___________________________________________________________________
 MM0180  X           -    -879,686.176 (meters)                     COMP
 MM0180  Y           -  -4,666,428.063 (meters)                     COMP
 MM0180  Z           -   4,245,090.608 (meters)                     COMP
 MM0180  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 MM0180  ELLIP HEIGHT-         861.94  (meters)          (06/27/02) GPS OBS
 MM0180  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 MM0180  DYNAMIC HT  -         883.032 (meters)    2897.08  (feet)  COMP
 MM0180  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 MM0180
 MM0180  HORZ ORDER  -  FIRST
 MM0180  VERT ORDER  -  SECOND    CLASS 0
 MM0180  ELLP ORDER  -  FOURTH    CLASS I
 MM0180
 MM0180.The horizontal coordinates were established by GPS observations
 MM0180.and adjusted by the National Geodetic Survey in August 1997..
 MM0180
 MM0180.The orthometric height was determined by differential leveling
 MM0180.and adjusted by the National Geodetic Survey in June 1991..
 MM0180
 MM0180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0180
 MM0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0180
 MM0180.The ellipsoidal height was determined by GPS observations
 MM0180.and is referenced to NAD 83.
 MM0180
 MM0180.The geoid height was determined by GEOID03.
 MM0180
 MM0180.The dynamic height is computed by dividing the NAVD 88
 MM0180.geopotential number by the normal gravity value computed on the
 MM0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0180.degrees latitude (g = 980.6199 gals.).
 MM0180
 MM0180.The modeled gravity was interpolated from observed gravity values.
 MM0180
 MM0180;                    North         East     Units Scale Factor Converg.
 MM0180;SPC NE       -   239,310.853   444,018.940   MT  0.99969377   -0 26 52.2
 MM0180;UTM  14      - 4,649,668.625   361,186.767   MT  0.99983711   -1 07 16.3
 MM0180
 MM0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0180!SPC NE       -   0.99986483  x   0.99969377  =   0.99955864
 MM0180!UTM  14      -   0.99986483  x   0.99983711  =   0.99970196
 MM0180
 MM0180                          SUPERSEDED SURVEY CONTROL
 MM0180
 MM0180  ELLIP H (08/18/97)  861.98   (m)                       GP(       ) 4 1
 MM0180  NAD 83(1986)-  41 59 12.47890(N)    100 40 32.74164(W) AD(       ) 1
 MM0180  NGVD 29 (??/??/92)  883.168  (m)         2897.53   (f) ADJ UNCH    2 0
 MM0180
 MM0180.Superseded values are not recommended for survey control.
 MM0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0180.See file dsdata.txt to determine how the superseded data were derived.
 MM0180
 MM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6118749669(NAD 83)
 MM0180_MARKER: DB = BENCH MARK DISK
 MM0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0180_SP_SET: CONCRETE POST
 MM0180_STAMPING: L 63 1934
 MM0180_MARK LOGO: CGS   
 MM0180_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0180+STABILITY: SURFACE MOTION
 MM0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0180+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1989
 MM0180
 MM0180  HISTORY     - Date     Condition        Report By
 MM0180  HISTORY     - 1934     MONUMENTED       CGS
 MM0180  HISTORY     - 1982     GOOD             NEDR
 MM0180  HISTORY     - 19850620 GOOD             USPSQD
 MM0180  HISTORY     - 19890522 GOOD             NGS
 MM0180
 MM0180                          STATION DESCRIPTION
 MM0180
 MM0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0180'5.5 MI W FROM THEDFORD.
 MM0180'5.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MM0180'FROM THE STATION AT THEDFORD, THOMAS CUNTY, 10 1/2 RAILS WEST
 MM0180'OF MILEPOST 248, 55 FEET NORTHEAST OF THE CENTER OF A ROAD
 MM0180'CROSSING, 39.3 FEET NORTH OF THE NORTH RAIL, AND 6.6 FEET SOUTH
 MM0180'OF A FENCE.  A STANDARD DISK, STAMPED L 63 1934 AND SET IN
 MM0180'THE TOP OF A CONCRETE POST.
 MM0180
 MM0180                          STATION RECOVERY (1982)
 MM0180
 MM0180'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1982
 MM0180'RECOVERED IN GOOD CONDITION.
 MM0180
 MM0180                          STATION RECOVERY (1985)
 MM0180
 MM0180'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 MM0180'RECOVERED IN GOOD CONDITION.
 MM0180
 MM0180                          STATION RECOVERY (1989)
 MM0180
 MM0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MM0180'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF THEDFORD, NEAR A
 MM0180'RAILROAD CROSSING, IN THE SOUTHERN RIGHT-OF-WAY OF STATE HIGHWAY 2.
 MM0180'OWNERSHIP--NEDEPT OF ROADS.
 MM0180'TO REACH THE STATION FROM THE U.S. POST OFFICE IN THEDFORD, GO NORTH
 MM0180'ON WALNUT STREET FOR 0.05 KM (0.05 MI) TO THE JUNCTION WITH STATE
 MM0180'HIGHWAY 2.  TURN LEFT AND GO WEST ON STATE HIGHWAY 2 FOR 10.0 KM
 MM0180'(6.20 MI) TO  A PRIVATE GRAVEL DRIVE AND THE STATION ON THE LEFT.
 MM0180'THE STATION MARK IS SET 12.9 M (42.3 FT) EAST OF THE APPROXIMATE
 MM0180'CENTER OF THE GRAVEL DRIVE, 12.6 M (41.3 FT) SOUTH OF THE CENTERLINE
 MM0180'OF THE HIGHWAY, 11.9 M (39.0 FT) NORTH OF THE NORTH RAIL OF A RAILROAD
 MM0180'TRACK, 9.1 M (29.9 FT) WEST OF UTILITY POLE --36-- AND 0.4 M (1.3 FT)
 MM0180'SOUTH OF A WITNESS POST.
 MM0180'DESCRIBED BY E.A.RICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0019 ***********************************************************************
 MM0019  DESIGNATION -  L 64
 MM0019  PID         -  MM0019
 MM0019  STATE/COUNTY-  NE/BLAINE
 MM0019  USGS QUAD   -  DUNNING (1986)
 MM0019
 MM0019                         *CURRENT SURVEY CONTROL
 MM0019  ___________________________________________________________________
 MM0019* NAD 83(1986)-  41 45 42.     (N)    100 02 56.     (W)     SCALED    
 MM0019* NAVD 88     -       833.495  (meters)    2734.56   (feet)  ADJUSTED  
 MM0019  ___________________________________________________________________
 MM0019  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 MM0019  DYNAMIC HT  -         833.062 (meters)    2733.14  (feet)  COMP
 MM0019  MODELED GRAV-     980,074.6   (mgal)                       NAVD 88
 MM0019
 MM0019  VERT ORDER  -  SECOND    CLASS 0
 MM0019
 MM0019.The horizontal coordinates were scaled from a topographic map and have
 MM0019.an estimated accuracy of +/- 6 seconds.
 MM0019
 MM0019.The orthometric height was determined by differential leveling
 MM0019.and adjusted by the National Geodetic Survey in June 1991..
 MM0019
 MM0019.The geoid height was determined by GEOID03.
 MM0019
 MM0019.The dynamic height is computed by dividing the NAVD 88
 MM0019.geopotential number by the normal gravity value computed on the
 MM0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0019.degrees latitude (g = 980.6199 gals.).
 MM0019
 MM0019.The modeled gravity was interpolated from observed gravity values.
 MM0019
 MM0019;                    North         East    Units  Estimated Accuracy
 MM0019;SPC NE       -   214,100.      495,940.      MT  (+/- 180 meters Scaled)
 MM0019
 MM0019                          SUPERSEDED SURVEY CONTROL
 MM0019
 MM0019  NGVD 29 (??/??/92)  833.196  (m)         2733.58   (f) ADJ UNCH    2 0
 MM0019
 MM0019.Superseded values are not recommended for survey control.
 MM0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0019.See file dsdata.txt to determine how the superseded data were derived.
 MM0019
 MM0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM128238(NAD 83)
 MM0019_MARKER: DB = BENCH MARK DISK
 MM0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0019_STAMPING: L 64 1934
 MM0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0019+STABILITY: SURFACE MOTION
 MM0019
 MM0019  HISTORY     - Date     Condition        Report By
 MM0019  HISTORY     - 1934     MONUMENTED       CGS
 MM0019  HISTORY     - 1939     GOOD             NGS
 MM0019  HISTORY     - 19850808 MARK NOT FOUND   USPSQD
 MM0019
 MM0019                          STATION DESCRIPTION
 MM0019
 MM0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 MM0019'1.8 MI NW FROM LINSCOTT.
 MM0019'1.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0019'RAILROAD FROM THE STATION AT LINSCOTT, BLAINE COUNTY, 0.4 MILE
 MM0019'EAST OF MILEPOST 210, AT THE WEST END OF A SMALL CUT, 94 FEET
 MM0019'SOUTH OF THE SOUTH RAIL, AND 5.6 FEET NORTH OF THE RIGHT-OF-WAY
 MM0019'FENCE.  A STANDARD DISK, STAMPED L 64 1934 AND SET IN THE TOP
 MM0019'OF A CONCRETE POST.
 MM0019
 MM0019                          STATION RECOVERY (1985)
 MM0019
 MM0019'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEB)
 MM0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0464 ***********************************************************************
 NN0464  DESIGNATION -  L 67
 NN0464  PID         -  NN0464
 NN0464  STATE/COUNTY-  NE/BROWN
 NN0464  USGS QUAD   -  GOLDMAN LAKE NE (1982)
 NN0464
 NN0464                         *CURRENT SURVEY CONTROL
 NN0464  ___________________________________________________________________
 NN0464* NAD 83(1986)-  42 10 11.     (N)    099 50 27.     (W)     SCALED    
 NN0464* NAVD 88     -       791.702  (meters)    2597.44   (feet)  ADJUSTED  
 NN0464  ___________________________________________________________________
 NN0464  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 NN0464  DYNAMIC HT  -         791.332 (meters)    2596.23  (feet)  COMP
 NN0464  MODELED GRAV-     980,128.6   (mgal)                       NAVD 88
 NN0464
 NN0464  VERT ORDER  -  SECOND    CLASS 0
 NN0464
 NN0464.The horizontal coordinates were scaled from a topographic map and have
 NN0464.an estimated accuracy of +/- 6 seconds.
 NN0464
 NN0464.The orthometric height was determined by differential leveling
 NN0464.and adjusted by the National Geodetic Survey in June 1991..
 NN0464
 NN0464.The geoid height was determined by GEOID03.
 NN0464
 NN0464.The dynamic height is computed by dividing the NAVD 88
 NN0464.geopotential number by the normal gravity value computed on the
 NN0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0464.degrees latitude (g = 980.6199 gals.).
 NN0464
 NN0464.The modeled gravity was interpolated from observed gravity values.
 NN0464
 NN0464;                    North         East    Units  Estimated Accuracy
 NN0464;SPC NE       -   259,420.      513,150.      MT  (+/- 180 meters Scaled)
 NN0464
 NN0464                          SUPERSEDED SURVEY CONTROL
 NN0464
 NN0464  NGVD 29 (??/??/92)  791.403  (m)         2596.46   (f) ADJ UNCH    2 0
 NN0464
 NN0464.Superseded values are not recommended for survey control.
 NN0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0464.See file dsdata.txt to determine how the superseded data were derived.
 NN0464
 NN0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM305689(NAD 83)
 NN0464_MARKER: DB = BENCH MARK DISK
 NN0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0464_STAMPING: L 67 1935
 NN0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0464+STABILITY: SURFACE MOTION
 NN0464
 NN0464  HISTORY     - Date     Condition        Report By
 NN0464  HISTORY     - 1935     MONUMENTED       CGS
 NN0464  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0464
 NN0464                          STATION DESCRIPTION
 NN0464
 NN0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0464'19.3 MI N FROM BREWSTER.
 NN0464'IN BROWN COUNTY, ABOUT 19.3 MILES NORTH ALONG STATE HIGHWAY 7
 NN0464'FROM THE COUNTY COURTHOUSE AT BREWSTER, BLAINE COUNTY, AT A
 NN0464'HOLLOW BETWEEN HILLS, 25.6 FEET EAST OF THE CENTER LINE OF THE
 NN0464'HIGHWAY, 18.5 FEET EAST OF THE EAST END OF A CATTLE GATE, AND
 NN0464'2 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED L 67 1935
 NN0464'AND SET IN THE TOP OF A CONCRETE POST.
 NN0464
 NN0464                          STATION RECOVERY (1975)
 NN0464
 NN0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0106 ***********************************************************************
 MM0106  DESIGNATION -  L 7
 MM0106  PID         -  MM0106
 MM0106  STATE/COUNTY-  NE/LINCOLN
 MM0106  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0106
 MM0106                         *CURRENT SURVEY CONTROL
 MM0106  ___________________________________________________________________
 MM0106* NAD 83(1986)-  41 08 56.     (N)    100 49 48.     (W)     SCALED    
 MM0106* NAVD 88     -       861.902  (meters)    2827.76   (feet)  ADJUSTED  
 MM0106  ___________________________________________________________________
 MM0106  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 MM0106  DYNAMIC HT  -         861.393 (meters)    2826.09  (feet)  COMP
 MM0106  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 MM0106
 MM0106  VERT ORDER  -  FIRST     CLASS II
 MM0106
 MM0106.The horizontal coordinates were scaled from a topographic map and have
 MM0106.an estimated accuracy of +/- 6 seconds.
 MM0106
 MM0106.The orthometric height was determined by differential leveling
 MM0106.and adjusted by the National Geodetic Survey in June 1994..
 MM0106
 MM0106.The geoid height was determined by GEOID03.
 MM0106
 MM0106.The dynamic height is computed by dividing the NAVD 88
 MM0106.geopotential number by the normal gravity value computed on the
 MM0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0106.degrees latitude (g = 980.6199 gals.).
 MM0106
 MM0106.The modeled gravity was interpolated from observed gravity values.
 MM0106
 MM0106;                    North         East    Units  Estimated Accuracy
 MM0106;SPC NE       -   146,400.      430,350.      MT  (+/- 180 meters Scaled)
 MM0106
 MM0106                          SUPERSEDED SURVEY CONTROL
 MM0106
 MM0106  NAVD 88 (06/15/91)  861.898  (m)         2827.74   (f) UNKNOWN     1 2
 MM0106  NGVD 29 (??/??/92)  861.545  (m)         2826.59   (f) ADJ UNCH    1 2
 MM0106
 MM0106.Superseded values are not recommended for survey control.
 MM0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0106.See file dsdata.txt to determine how the superseded data were derived.
 MM0106
 MM0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL464568(NAD 83)
 MM0106_MARKER: DB = BENCH MARK DISK
 MM0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0106_STAMPING: 2826.586 L 7 1933
 MM0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0106+STABILITY: SURFACE MOTION
 MM0106
 MM0106  HISTORY     - Date     Condition        Report By
 MM0106  HISTORY     - 1933     MONUMENTED       CGS
 MM0106  HISTORY     - 1970     MARK NOT FOUND   USGS
 MM0106
 MM0106                          STATION DESCRIPTION
 MM0106
 MM0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0106'3.9 MI W FROM NORTH PLATTE.
 MM0106'ABOUT 3.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0106'NORTH PLATTE, LINCOLN COUNTY, ABOUT 9 POLES EAST OF MILEPOST
 MM0106'288, AT A COUNTY-ROAD CROSSING, 66 FEET WEST OF THE CENTER
 MM0106'LINE OF THE ROAD, 31.1 FEET NORTH OF THE NORTH RAIL OF THE
 MM0106'NORTH MAIN TRACK, 32 FEET WEST OF THE WEST FENCE OF THE ROAD,
 MM0106'AND 2.6 FEET SOUTH OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE.
 MM0106'A STANDARD DISK, STAMPED 2826.586 L 7 1933 AND SET IN THE TOP
 MM0106'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MM0106
 MM0106                          STATION RECOVERY (1970)
 MM0106
 MM0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0012 ***********************************************************************
 ML0012  DESIGNATION -  L 70
 ML0012  PID         -  ML0012
 ML0012  STATE/COUNTY-  NE/WHEELER
 ML0012  USGS QUAD   -  PARK CHURCH (1985)
 ML0012
 ML0012                         *CURRENT SURVEY CONTROL
 ML0012  ___________________________________________________________________
 ML0012* NAD 83(1986)-  41 59 14.     (N)    098 20 58.     (W)     SCALED    
 ML0012* NAVD 88     -       619.441  (meters)    2032.28   (feet)  ADJUSTED  
 ML0012  ___________________________________________________________________
 ML0012  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 ML0012  DYNAMIC HT  -         619.175 (meters)    2031.41  (feet)  COMP
 ML0012  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 ML0012
 ML0012  VERT ORDER  -  SECOND    CLASS 0
 ML0012
 ML0012.The horizontal coordinates were scaled from a topographic map and have
 ML0012.an estimated accuracy of +/- 6 seconds.
 ML0012
 ML0012.The orthometric height was determined by differential leveling
 ML0012.and adjusted by the National Geodetic Survey in June 1991..
 ML0012
 ML0012.The geoid height was determined by GEOID03.
 ML0012
 ML0012.The dynamic height is computed by dividing the NAVD 88
 ML0012.geopotential number by the normal gravity value computed on the
 ML0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0012.degrees latitude (g = 980.6199 gals.).
 ML0012
 ML0012.The modeled gravity was interpolated from observed gravity values.
 ML0012
 ML0012;                    North         East    Units  Estimated Accuracy
 ML0012;SPC NE       -   240,440.      636,730.      MT  (+/- 180 meters Scaled)
 ML0012
 ML0012                          SUPERSEDED SURVEY CONTROL
 ML0012
 ML0012  NGVD 29 (??/??/92)  619.208  (m)         2031.52   (f) ADJ UNCH    2 0
 ML0012
 ML0012.Superseded values are not recommended for survey control.
 ML0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0012.See file dsdata.txt to determine how the superseded data were derived.
 ML0012
 ML0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM538485(NAD 83)
 ML0012_MARKER: DB = BENCH MARK DISK
 ML0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0012_STAMPING: L-70 1935
 ML0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0012+STABILITY: SURFACE MOTION
 ML0012
 ML0012  HISTORY     - Date     Condition        Report By
 ML0012  HISTORY     - 1935     MONUMENTED       CGS
 ML0012  HISTORY     - 1938     GOOD             NGS
 ML0012
 ML0012                          STATION DESCRIPTION
 ML0012
 ML0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0012'3.4 MI W FROM PARK CENTER.
 ML0012'3.4 MILES WEST OF PARK CENTER HIGH SCHOOL, ALONG STATE HIGHWAY
 ML0012'NO. 53 BETWEEN PARK CENTER AND U.S. HIGHWAY NO. 281, 0.2 OF A
 ML0012'MILE EAST OF A CROSS ROAD, NEAR THE CENTER OF A SHORT GRADE,
 ML0012'35 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2.0 FEET BELOW THE
 ML0012'LEVEL OF THE HIGHWAY, 1.0 FOOT NORTH OF THE RIGHT OF WAY FENCE,
 ML0012'IN LINE WITH A NORTH-SOUTH FENCE.  A STANDARD DISK SET HORIZONTAL
 ML0012'IN A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0607 ***********************************************************************
 ML0607  DESIGNATION -  L 71
 ML0607  PID         -  ML0607
 ML0607  STATE/COUNTY-  NE/GARFIELD
 ML0607  USGS QUAD   -  BURWELL (1952)
 ML0607
 ML0607                         *CURRENT SURVEY CONTROL
 ML0607  ___________________________________________________________________
 ML0607* NAD 83(1986)-  41 46 45.     (N)    099 07 44.     (W)     SCALED    
 ML0607* NAVD 88     -       663.259  (meters)    2176.04   (feet)  ADJUSTED  
 ML0607  ___________________________________________________________________
 ML0607  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 ML0607  DYNAMIC HT  -         662.938 (meters)    2174.99  (feet)  COMP
 ML0607  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 ML0607
 ML0607  VERT ORDER  -  SECOND    CLASS 0
 ML0607
 ML0607.The horizontal coordinates were scaled from a topographic map and have
 ML0607.an estimated accuracy of +/- 6 seconds.
 ML0607
 ML0607.The orthometric height was determined by differential leveling
 ML0607.and adjusted by the National Geodetic Survey in June 1991..
 ML0607
 ML0607.The geoid height was determined by GEOID03.
 ML0607
 ML0607.The dynamic height is computed by dividing the NAVD 88
 ML0607.geopotential number by the normal gravity value computed on the
 ML0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0607.degrees latitude (g = 980.6199 gals.).
 ML0607
 ML0607.The modeled gravity was interpolated from observed gravity values.
 ML0607
 ML0607;                    North         East    Units  Estimated Accuracy
 ML0607;SPC NE       -   216,400.      572,400.      MT  (+/- 180 meters Scaled)
 ML0607
 ML0607                          SUPERSEDED SURVEY CONTROL
 ML0607
 ML0607  NGVD 29 (??/??/92)  662.994  (m)         2175.17   (f) ADJ UNCH    2 0
 ML0607
 ML0607.Superseded values are not recommended for survey control.
 ML0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0607.See file dsdata.txt to determine how the superseded data were derived.
 ML0607
 ML0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM892252(NAD 83)
 ML0607_MARKER: DB = BENCH MARK DISK
 ML0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0607_STAMPING: L-71 1935
 ML0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0607+STABILITY: SURFACE MOTION
 ML0607
 ML0607  HISTORY     - Date     Condition        Report By
 ML0607  HISTORY     - 1935     MONUMENTED       CGS
 ML0607  HISTORY     - 1938     GOOD             NGS
 ML0607
 ML0607                          STATION DESCRIPTION
 ML0607
 ML0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0607'AT BURWELL.
 ML0607'NEAR THE PUBLIC LIBRARY IN BURWELL, 69.4 FEET EAST OF THE
 ML0607'CENTER OF STATE HIGHWAY NO. 11, 8.1 FEET NORTH OF THE CENTER
 ML0607'OF THE DOOR AT THE ENTRANCE TO THE LIBRARY, 85.7 FEET SOUTH
 ML0607'OF AN EAST-WEST STREET.  1.9 FEET WEST OF THE WEST SIDE OF THE
 ML0607'LIBRARY BUILDING.  17 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 ML0607'BUILDING.  A STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE
 ML0607'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0877 ***********************************************************************
 ML0877  DESIGNATION -  L 72
 ML0877  PID         -  ML0877
 ML0877  STATE/COUNTY-  NE/BLAINE
 ML0877  USGS QUAD   -  BREWSTER (1978)
 ML0877
 ML0877                         *CURRENT SURVEY CONTROL
 ML0877  ___________________________________________________________________
 ML0877* NAD 83(1986)-  41 55 43.     (N)    099 47 20.     (W)     SCALED    
 ML0877* NAVD 88     -       752.844  (meters)    2469.96   (feet)  ADJUSTED  
 ML0877  ___________________________________________________________________
 ML0877  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 ML0877  DYNAMIC HT  -         752.482 (meters)    2468.77  (feet)  COMP
 ML0877  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 ML0877
 ML0877  VERT ORDER  -  SECOND    CLASS 0
 ML0877
 ML0877.The horizontal coordinates were scaled from a topographic map and have
 ML0877.an estimated accuracy of +/- 6 seconds.
 ML0877
 ML0877.The orthometric height was determined by differential leveling
 ML0877.and adjusted by the National Geodetic Survey in June 1991..
 ML0877
 ML0877.The geoid height was determined by GEOID03.
 ML0877
 ML0877.The dynamic height is computed by dividing the NAVD 88
 ML0877.geopotential number by the normal gravity value computed on the
 ML0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0877.degrees latitude (g = 980.6199 gals.).
 ML0877
 ML0877.The modeled gravity was interpolated from observed gravity values.
 ML0877
 ML0877;                    North         East    Units  Estimated Accuracy
 ML0877;SPC NE       -   232,650.      517,510.      MT  (+/- 180 meters Scaled)
 ML0877
 ML0877                          SUPERSEDED SURVEY CONTROL
 ML0877
 ML0877  NGVD 29 (??/??/92)  752.561  (m)         2469.03   (f) ADJ UNCH    2 0
 ML0877
 ML0877.Superseded values are not recommended for survey control.
 ML0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0877.See file dsdata.txt to determine how the superseded data were derived.
 ML0877
 ML0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM345421(NAD 83)
 ML0877_MARKER: DB = BENCH MARK DISK
 ML0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0877_STAMPING: L-72 1935
 ML0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0877+STABILITY: SURFACE MOTION
 ML0877
 ML0877  HISTORY     - Date     Condition        Report By
 ML0877  HISTORY     - 1935     MONUMENTED       CGS
 ML0877  HISTORY     - 1949     GOOD             USGS
 ML0877
 ML0877                          STATION DESCRIPTION
 ML0877
 ML0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0877'4.4 MI E FROM BREWSTER.
 ML0877'4.35 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG HIGHWAY 53
 ML0877'BETWEEN BREWSTER AND TAYLOR, 43 FEET EAST OF THE EAST END OF
 ML0877'FENCE OPENING, 120 FEET EAST OF FENCE LINE RUNNING TO THE NORTH,
 ML0877'32 FEET NORTH OF THE CENTER LINE OF HIGHWAY, AND 3.0 FEET SOUTH
 ML0877'OF RIGHT OF WAY FENCE.
 ML0877
 ML0877                          STATION RECOVERY (1949)
 ML0877
 ML0877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 ML0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0092 ***********************************************************************
 NO0092  DESIGNATION -  L 73
 NO0092  PID         -  NO0092
 NO0092  STATE/COUNTY-  NE/CHERRY
 NO0092  USGS QUAD   -  BROWNLEE FLATS (1985)
 NO0092
 NO0092                         *CURRENT SURVEY CONTROL
 NO0092  ___________________________________________________________________
 NO0092* NAD 83(1986)-  42 22 14.     (N)    100 40 00.     (W)     SCALED    
 NO0092* NAVD 88     -       908.773  (meters)    2981.53   (feet)  ADJUSTED  
 NO0092  ___________________________________________________________________
 NO0092  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 NO0092  DYNAMIC HT  -         908.340 (meters)    2980.11  (feet)  COMP
 NO0092  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 NO0092
 NO0092  VERT ORDER  -  SECOND    CLASS 0
 NO0092
 NO0092.The horizontal coordinates were scaled from a topographic map and have
 NO0092.an estimated accuracy of +/- 6 seconds.
 NO0092
 NO0092.The orthometric height was determined by differential leveling
 NO0092.and adjusted by the National Geodetic Survey in June 1991..
 NO0092
 NO0092.The geoid height was determined by GEOID03.
 NO0092
 NO0092.The dynamic height is computed by dividing the NAVD 88
 NO0092.geopotential number by the normal gravity value computed on the
 NO0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0092.degrees latitude (g = 980.6199 gals.).
 NO0092
 NO0092.The modeled gravity was interpolated from observed gravity values.
 NO0092
 NO0092;                    North         East    Units  Estimated Accuracy
 NO0092;SPC NE       -   281,920.      445,100.      MT  (+/- 180 meters Scaled)
 NO0092
 NO0092                          SUPERSEDED SURVEY CONTROL
 NO0092
 NO0092  NGVD 29 (??/??/92)  908.461  (m)         2980.51   (f) ADJ UNCH    2 0
 NO0092
 NO0092.Superseded values are not recommended for survey control.
 NO0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0092.See file dsdata.txt to determine how the superseded data were derived.
 NO0092
 NO0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM627922(NAD 83)
 NO0092_MARKER: DB = BENCH MARK DISK
 NO0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0092_STAMPING: L 73 1934
 NO0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0092+STABILITY: SURFACE MOTION
 NO0092
 NO0092  HISTORY     - Date     Condition        Report By
 NO0092  HISTORY     - 1934     MONUMENTED       CGS
 NO0092  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0092
 NO0092                          STATION DESCRIPTION
 NO0092
 NO0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0092'8.1 MI N FROM BROWNLEE.
 NO0092'ABOUT 8.1 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0092'AT BROWNLEE, CHERRY COUNTY, ABOUT 0.1 MILE EAST OF DISTRICT
 NO0092'SCHOOL 108, OPPOSITE A CURVE TO THE SOUTHWEST, 15 FEET WEST OF THE
 NO0092'CENTER LINE OF THE ROAD, 12.5 FEET SOUTH OF A FENCE CORNER,
 NO0092'AND 2.5 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED L 73
 NO0092'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0092
 NO0092                          STATION RECOVERY (1984)
 NO0092
 NO0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0023 ***********************************************************************
 MN0023  DESIGNATION -  L 74
 MN0023  PID         -  MN0023
 MN0023  STATE/COUNTY-  NE/GARDEN
 MN0023  USGS QUAD   -  BLACK LAKE (1986)
 MN0023
 MN0023                         *CURRENT SURVEY CONTROL
 MN0023  ___________________________________________________________________
 MN0023* NAD 83(1986)-  41 58 41.     (N)    102 19 39.     (W)     SCALED    
 MN0023* NAVD 88     -      1209.946  (meters)    3969.63   (feet)  ADJUSTED  
 MN0023  ___________________________________________________________________
 MN0023  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 MN0023  DYNAMIC HT  -        1209.236 (meters)    3967.30  (feet)  COMP
 MN0023  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 MN0023
 MN0023  VERT ORDER  -  SECOND    CLASS 0
 MN0023
 MN0023.The horizontal coordinates were scaled from a topographic map and have
 MN0023.an estimated accuracy of +/- 6 seconds.
 MN0023
 MN0023.The orthometric height was determined by differential leveling
 MN0023.and adjusted by the National Geodetic Survey in June 1991..
 MN0023
 MN0023.The geoid height was determined by GEOID03.
 MN0023
 MN0023.The dynamic height is computed by dividing the NAVD 88
 MN0023.geopotential number by the normal gravity value computed on the
 MN0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0023.degrees latitude (g = 980.6199 gals.).
 MN0023
 MN0023.The modeled gravity was interpolated from observed gravity values.
 MN0023
 MN0023;                    North         East    Units  Estimated Accuracy
 MN0023;SPC NE       -   240,720.      307,180.      MT  (+/- 180 meters Scaled)
 MN0023
 MN0023                          SUPERSEDED SURVEY CONTROL
 MN0023
 MN0023  NGVD 29 (??/??/92) 1209.389  (m)         3967.80   (f) ADJ UNCH    2 0
 MN0023
 MN0023.Superseded values are not recommended for survey control.
 MN0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0023.See file dsdata.txt to determine how the superseded data were derived.
 MN0023
 MN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG214507(NAD 83)
 MN0023_MARKER: DB = BENCH MARK DISK
 MN0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0023_STAMPING: L 74 1934
 MN0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0023+STABILITY: SURFACE MOTION
 MN0023
 MN0023  HISTORY     - Date     Condition        Report By
 MN0023  HISTORY     - 1934     MONUMENTED       CGS
 MN0023  HISTORY     - 1938     GOOD             NGS
 MN0023
 MN0023                          STATION DESCRIPTION
 MN0023
 MN0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0023'7.7 MI S FROM ELLSWORTH.
 MN0023'IN GARDEN COUNTY, 7.7 MILES SOUTH ALONG STATE HIGHWAY 27 AND THE
 MN0023'MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0023'STATION AT ELLSWORTH, SHERIDAN COUNTY, 0.5 MILE SOUTHEAST OF A
 MN0023'SMALL RANCH, 108 FEET EAST OF A FENCE CORNER, 30 FEET EAST OF THE
 MN0023'CENTER OF AN AUTO GATE, AND 1-3/4 FEET NORTH OF THE EAST-AND-WEST
 MN0023'FENCE.  A STANDARD DISK, STAMPED L 74 1934 AND SET IN THE TOP OF
 MN0023'A CONCRETE POST.
 MN0023
 MN0023                          STATION RECOVERY (1938)
 MN0023
 MN0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MN0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0092 ***********************************************************************
 NP0092  DESIGNATION -  L 75
 NP0092  PID         -  NP0092
 NP0092  STATE/COUNTY-  NE/SHERIDAN
 NP0092  USGS QUAD   -  BOVEE VALLEY WEST (1969)
 NP0092
 NP0092                         *CURRENT SURVEY CONTROL
 NP0092  ___________________________________________________________________
 NP0092* NAD 83(1986)-  42 30 32.     (N)    102 09 28.     (W)     SCALED    
 NP0092* NAVD 88     -      1170.119  (meters)    3838.97   (feet)  ADJUSTED  
 NP0092  ___________________________________________________________________
 NP0092  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 NP0092  DYNAMIC HT  -        1169.515 (meters)    3836.98  (feet)  COMP
 NP0092  MODELED GRAV-     980,063.7   (mgal)                       NAVD 88
 NP0092
 NP0092  VERT ORDER  -  SECOND    CLASS 0
 NP0092
 NP0092.The horizontal coordinates were scaled from a topographic map and have
 NP0092.an estimated accuracy of +/- 6 seconds.
 NP0092
 NP0092.The orthometric height was determined by differential leveling
 NP0092.and adjusted by the National Geodetic Survey in June 1991..
 NP0092
 NP0092.The geoid height was determined by GEOID03.
 NP0092
 NP0092.The dynamic height is computed by dividing the NAVD 88
 NP0092.geopotential number by the normal gravity value computed on the
 NP0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0092.degrees latitude (g = 980.6199 gals.).
 NP0092
 NP0092.The modeled gravity was interpolated from observed gravity values.
 NP0092
 NP0092;                    North         East    Units  Estimated Accuracy
 NP0092;SPC NE       -   299,280.      322,710.      MT  (+/- 180 meters Scaled)
 NP0092
 NP0092                          SUPERSEDED SURVEY CONTROL
 NP0092
 NP0092  NGVD 29 (??/??/92) 1169.603  (m)         3837.27   (f) ADJ UNCH    2 0
 NP0092
 NP0092.Superseded values are not recommended for survey control.
 NP0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0092.See file dsdata.txt to determine how the superseded data were derived.
 NP0092
 NP0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH335101(NAD 83)
 NP0092_MARKER: DB = BENCH MARK DISK
 NP0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0092_STAMPING: L 75 1934
 NP0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0092+STABILITY: SURFACE MOTION
 NP0092
 NP0092  HISTORY     - Date     Condition        Report By
 NP0092  HISTORY     - 1934     MONUMENTED       CGS
 NP0092  HISTORY     - 1969     MARK NOT FOUND   USGS
 NP0092
 NP0092                          STATION DESCRIPTION
 NP0092
 NP0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0092'14.6 MI S FROM GORDON.
 NP0092'14.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0092'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, THENCE
 NP0092'8.9 MILES SOUTH ALONG THE ELLSWORTH ROAD, 1.0 MILE SOUTH OF
 NP0092'THE SOUTH ENTRANCE TO THE MODISETT RANCH, 27 FEET WEST OF THE
 NP0092'CENTERLINE OF THE ROAD, AND ON A SMALL KNOLL.  A STANDARD DISK,
 NP0092'STAMPED L 75 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NP0092'NOTE-- ROAD HAS BEEN RE-CONSTRUCTED.
 NP0092
 NP0092                          STATION RECOVERY (1969)
 NP0092
 NP0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0578 ***********************************************************************
 MK0578  DESIGNATION -  L 77
 MK0578  PID         -  MK0578
 MK0578  STATE/COUNTY-  NE/DOUGLAS
 MK0578  USGS QUAD   -  VALLEY (1983)
 MK0578
 MK0578                         *CURRENT SURVEY CONTROL
 MK0578  ___________________________________________________________________
 MK0578* NAD 83(1986)-  41 19 56.     (N)    096 22 23.     (W)     SCALED    
 MK0578* NAVD 88     -       350.433  (meters)    1149.71   (feet)  ADJUSTED  
 MK0578  ___________________________________________________________________
 MK0578  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 MK0578  DYNAMIC HT  -         350.270 (meters)    1149.18  (feet)  COMP
 MK0578  MODELED GRAV-     980,149.0   (mgal)                       NAVD 88
 MK0578
 MK0578  VERT ORDER  -  SECOND    CLASS 0
 MK0578
 MK0578.The horizontal coordinates were scaled from a topographic map and have
 MK0578.an estimated accuracy of +/- 6 seconds.
 MK0578
 MK0578.The orthometric height was determined by differential leveling
 MK0578.and adjusted by the National Geodetic Survey in June 1991..
 MK0578
 MK0578.The geoid height was determined by GEOID03.
 MK0578
 MK0578.The dynamic height is computed by dividing the NAVD 88
 MK0578.geopotential number by the normal gravity value computed on the
 MK0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0578.degrees latitude (g = 980.6199 gals.).
 MK0578
 MK0578.The modeled gravity was interpolated from observed gravity values.
 MK0578
 MK0578;                    North         East    Units  Estimated Accuracy
 MK0578;SPC NE       -   172,780.      803,430.      MT  (+/- 180 meters Scaled)
 MK0578
 MK0578                          SUPERSEDED SURVEY CONTROL
 MK0578
 MK0578  NGVD 29 (??/??/92)  350.294  (m)         1149.26   (f) ADJ UNCH    2 0
 MK0578
 MK0578.Superseded values are not recommended for survey control.
 MK0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0578.See file dsdata.txt to determine how the superseded data were derived.
 MK0578
 MK0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL198789(NAD 83)
 MK0578_MARKER: DB = BENCH MARK DISK
 MK0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0578_STAMPING: L 77 1934
 MK0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0578+STABILITY: SURFACE MOTION
 MK0578
 MK0578  HISTORY     - Date     Condition        Report By
 MK0578  HISTORY     - 1934     MONUMENTED       CGS
 MK0578  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0578  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 MK0578
 MK0578                          STATION DESCRIPTION
 MK0578
 MK0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0578'2 MI NW FROM VALLEY.
 MK0578'2.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0578'STATION AT VALLEY, DOUGLAS COUNTY, 500 FEET NORTH OF A FARMHOUSE,
 MK0578'11 RAILS NORTHWEST OF BRIDGE 29, 106.5 FEET NORTHWEST OF MILEPOST
 MK0578'30, 36.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 4.8 FEET SOUTHWEST
 MK0578'OF A FENCE, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 MK0578'STAMPED L 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MK0578
 MK0578                          STATION RECOVERY (1966)
 MK0578
 MK0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0578'MARK NOT FOUND.
 MK0578
 MK0578                          STATION RECOVERY (1976)
 MK0578
 MK0578'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 MK0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0691 ***********************************************************************
 MJ0691  DESIGNATION -  L 78
 MJ0691  PID         -  MJ0691
 MJ0691  STATE/COUNTY-  NE/SARPY
 MJ0691  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0691
 MJ0691                         *CURRENT SURVEY CONTROL
 MJ0691  ___________________________________________________________________
 MJ0691* NAD 83(1986)-  41 05 34.     (N)    095 54 49.     (W)     SCALED    
 MJ0691* NAVD 88     -       297.102  (meters)     974.74   (feet)  ADJUSTED  
 MJ0691  ___________________________________________________________________
 MJ0691  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MJ0691  DYNAMIC HT  -         296.983 (meters)     974.35  (feet)  COMP
 MJ0691  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 MJ0691
 MJ0691  VERT ORDER  -  SECOND    CLASS 0
 MJ0691
 MJ0691.The horizontal coordinates were scaled from a topographic map and have
 MJ0691.an estimated accuracy of +/- 6 seconds.
 MJ0691
 MJ0691.The orthometric height was determined by differential leveling
 MJ0691.and adjusted by the National Geodetic Survey in June 1991..
 MJ0691
 MJ0691.The geoid height was determined by GEOID03.
 MJ0691
 MJ0691.The dynamic height is computed by dividing the NAVD 88
 MJ0691.geopotential number by the normal gravity value computed on the
 MJ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0691.degrees latitude (g = 980.6199 gals.).
 MJ0691
 MJ0691.The modeled gravity was interpolated from observed gravity values.
 MJ0691
 MJ0691;                    North         East    Units  Estimated Accuracy
 MJ0691;SPC NE       -   147,940.      843,090.      MT  (+/- 180 meters Scaled)
 MJ0691
 MJ0691                          SUPERSEDED SURVEY CONTROL
 MJ0691
 MJ0691  NGVD 29 (??/??/92)  297.006  (m)          974.43   (f) ADJ UNCH    2 0
 MJ0691
 MJ0691.Superseded values are not recommended for survey control.
 MJ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0691.See file dsdata.txt to determine how the superseded data were derived.
 MJ0691
 MJ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF552531(NAD 83)
 MJ0691_MARKER: DB = BENCH MARK DISK
 MJ0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0691_STAMPING: L 78 1934
 MJ0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0691+STABILITY: SURFACE MOTION
 MJ0691
 MJ0691  HISTORY     - Date     Condition        Report By
 MJ0691  HISTORY     - 1934     MONUMENTED       CGS
 MJ0691  HISTORY     - 1947     GOOD             NGS
 MJ0691
 MJ0691                          STATION DESCRIPTION
 MJ0691
 MJ0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0691'1.5 MI N FROM LA PLATTE.
 MJ0691'1.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 MJ0691'STATION SIGN AT LA PLATTE, SARPY COUNTY, 21.7 FEET SOUTHEAST OF
 MJ0691'POLE 468+30, 42.6 FEET WEST OF THE WEST RAIL OF THE TRACK, 11.4
 MJ0691'FEET EAST OF A FENCE, AND 1 FOOT LOWER THAN THE TRACK.  A
 MJ0691'STANDARD DISK, STAMPED L 78 1934 AND SET IN THE TOP OF A CONCRETE
 MJ0691'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0688 ***********************************************************************
 MK0688  DESIGNATION -  L 79
 MK0688  PID         -  MK0688
 MK0688  STATE/COUNTY-  NE/SARPY
 MK0688  USGS QUAD   -  GRETNA (1984)
 MK0688
 MK0688                         *CURRENT SURVEY CONTROL
 MK0688  ___________________________________________________________________
 MK0688* NAD 83(1986)-  41 08 30.     (N)    096 14 57.     (W)     SCALED    
 MK0688* NAVD 88     -       380.498  (meters)    1248.35   (feet)  ADJUSTED  
 MK0688  ___________________________________________________________________
 MK0688  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 MK0688  DYNAMIC HT  -         380.339 (meters)    1247.83  (feet)  COMP
 MK0688  MODELED GRAV-     980,193.0   (mgal)                       NAVD 88
 MK0688
 MK0688  VERT ORDER  -  SECOND    CLASS 0
 MK0688
 MK0688.The horizontal coordinates were scaled from a topographic map and have
 MK0688.an estimated accuracy of +/- 6 seconds.
 MK0688
 MK0688.The orthometric height was determined by differential leveling
 MK0688.and adjusted by the National Geodetic Survey in June 1991..
 MK0688
 MK0688.The geoid height was determined by GEOID03.
 MK0688
 MK0688.The dynamic height is computed by dividing the NAVD 88
 MK0688.geopotential number by the normal gravity value computed on the
 MK0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0688.degrees latitude (g = 980.6199 gals.).
 MK0688
 MK0688.The modeled gravity was interpolated from observed gravity values.
 MK0688
 MK0688;                    North         East    Units  Estimated Accuracy
 MK0688;SPC NE       -   152,090.      814,700.      MT  (+/- 180 meters Scaled)
 MK0688
 MK0688                          SUPERSEDED SURVEY CONTROL
 MK0688
 MK0688  NGVD 29 (??/??/92)  380.387  (m)         1247.99   (f) ADJ UNCH    2 0
 MK0688
 MK0688.Superseded values are not recommended for survey control.
 MK0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0688.See file dsdata.txt to determine how the superseded data were derived.
 MK0688
 MK0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL308581(NAD 83)
 MK0688_MARKER: DB = BENCH MARK DISK
 MK0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0688_STAMPING: L 79 1935
 MK0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0688+STABILITY: SURFACE MOTION
 MK0688
 MK0688  HISTORY     - Date     Condition        Report By
 MK0688  HISTORY     - 1935     MONUMENTED       CGS
 MK0688
 MK0688                          STATION DESCRIPTION
 MK0688
 MK0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0688'IN GRETNA.
 MK0688'AT GRETNA, SARPY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MK0688'RAILROAD, 96.8 FEET EAST OF THE NORTHEAST CORNER OF THE STATION,
 MK0688'AT A STREET CROSSING, 66.6 FEET EAST OF THE EAST RAIL, 46.3 FEET
 MK0688'SOUTH OF THE CENTER LINE OF THE STREET, IN THE NORTHWEST CORNER
 MK0688'OF THE RAILROAD PARK, AND 2.4 FEET SOUTHEAST OF A LAMPPOST.  A
 MK0688'STANDARD DISK, STAMPED L 79 1935 AND SET IN THE TOP OF A CONCRETE
 MK0688'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0393 ***********************************************************************
 LG0393  DESIGNATION -  L 80
 LG0393  PID         -  LG0393
 LG0393  STATE/COUNTY-  NE/LANCASTER
 LG0393  USGS QUAD   -  EMERALD (1978)
 LG0393
 LG0393                         *CURRENT SURVEY CONTROL
 LG0393  ___________________________________________________________________
 LG0393* NAD 83(1986)-  40 48 27.     (N)    096 46 45.     (W)     SCALED    
 LG0393* NAVD 88     -       357.104  (meters)    1171.60   (feet)  ADJUSTED  
 LG0393  ___________________________________________________________________
 LG0393  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 LG0393  DYNAMIC HT  -         356.940 (meters)    1171.06  (feet)  COMP
 LG0393  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 LG0393
 LG0393  VERT ORDER  -  SECOND    CLASS 0
 LG0393
 LG0393.The horizontal coordinates were scaled from a topographic map and have
 LG0393.an estimated accuracy of +/- 6 seconds.
 LG0393
 LG0393.The orthometric height was determined by differential leveling
 LG0393.and adjusted by the National Geodetic Survey in June 1991..
 LG0393
 LG0393.The geoid height was determined by GEOID03.
 LG0393
 LG0393.The dynamic height is computed by dividing the NAVD 88
 LG0393.geopotential number by the normal gravity value computed on the
 LG0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0393.degrees latitude (g = 980.6199 gals.).
 LG0393
 LG0393.The modeled gravity was interpolated from observed gravity values.
 LG0393
 LG0393;                    North         East    Units  Estimated Accuracy
 LG0393;SPC NE       -   113,220.      771,640.      MT  (+/- 180 meters Scaled)
 LG0393
 LG0393                          SUPERSEDED SURVEY CONTROL
 LG0393
 LG0393  NGVD 29 (??/??/92)  356.998  (m)         1171.25   (f) ADJ UNCH    2 0
 LG0393
 LG0393.Superseded values are not recommended for survey control.
 LG0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0393.See file dsdata.txt to determine how the superseded data were derived.
 LG0393
 LG0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL873197(NAD 83)
 LG0393_MARKER: DB = BENCH MARK DISK
 LG0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0393_STAMPING: L 80 1935
 LG0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0393+STABILITY: SURFACE MOTION
 LG0393
 LG0393  HISTORY     - Date     Condition        Report By
 LG0393  HISTORY     - 1935     MONUMENTED       CGS
 LG0393  HISTORY     - 1959     MARK NOT FOUND   NGS
 LG0393
 LG0393                          STATION DESCRIPTION
 LG0393
 LG0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0393'3.8 MI W FROM LINCOLN.
 LG0393'3.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0393'FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 121 FEET EAST OF THE
 LG0393'NORTHEAST CORNER OF A SWITCH STAND, NEAR THE JUNCTION OF A
 LG0393'FREIGHT TRACK LEADING SOUTH, 19.2 FEET SOUTH OF THE SOUTH RAIL
 LG0393'OF THE MAIN TRACK, 12.7 FEET SOUTHWEST OF A TRACK SWITCH, AND
 LG0393'6.2 FEET EAST OF A LIGHT POST.  A STANDARD DISK, STAMPED L 80 1935
 LG0393'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LG0393
 LG0393                          STATION RECOVERY (1959)
 LG0393
 LG0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LG0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0016 ***********************************************************************
 ML0016  DESIGNATION -  L 83
 ML0016  PID         -  ML0016
 ML0016  STATE/COUNTY-  NE/BOONE
 ML0016  USGS QUAD   -  ELGIN (1985)
 ML0016
 ML0016                         *CURRENT SURVEY CONTROL
 ML0016  ___________________________________________________________________
 ML0016* NAD 83(1986)-  41 59 14.     (N)    098 05 10.     (W)     SCALED    
 ML0016* NAVD 88     -       585.862  (meters)    1922.12   (feet)  ADJUSTED  
 ML0016  ___________________________________________________________________
 ML0016  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 ML0016  DYNAMIC HT  -         585.614 (meters)    1921.30  (feet)  COMP
 ML0016  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 ML0016
 ML0016  VERT ORDER  -  SECOND    CLASS 0
 ML0016
 ML0016.The horizontal coordinates were scaled from a topographic map and have
 ML0016.an estimated accuracy of +/- 6 seconds.
 ML0016
 ML0016.The orthometric height was determined by differential leveling
 ML0016.and adjusted by the National Geodetic Survey in June 1991..
 ML0016
 ML0016.The geoid height was determined by GEOID03.
 ML0016
 ML0016.The dynamic height is computed by dividing the NAVD 88
 ML0016.geopotential number by the normal gravity value computed on the
 ML0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0016.degrees latitude (g = 980.6199 gals.).
 ML0016
 ML0016.The modeled gravity was interpolated from observed gravity values.
 ML0016
 ML0016;                    North         East    Units  Estimated Accuracy
 ML0016;SPC NE       -   240,890.      658,540.      MT  (+/- 180 meters Scaled)
 ML0016
 ML0016                          SUPERSEDED SURVEY CONTROL
 ML0016
 ML0016  NGVD 29 (??/??/92)  585.628  (m)         1921.35   (f) ADJ UNCH    2 0
 ML0016
 ML0016.Superseded values are not recommended for survey control.
 ML0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0016.See file dsdata.txt to determine how the superseded data were derived.
 ML0016
 ML0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM757487(NAD 83)
 ML0016_MARKER: DB = BENCH MARK DISK
 ML0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0016_STAMPING: L-83 1935
 ML0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0016+STABILITY: SURFACE MOTION
 ML0016
 ML0016  HISTORY     - Date     Condition        Report By
 ML0016  HISTORY     - 1935     MONUMENTED       CGS
 ML0016  HISTORY     - 1938     GOOD             NGS
 ML0016  HISTORY     - 1968     GOOD             LOCENG
 ML0016
 ML0016                          STATION DESCRIPTION
 ML0016
 ML0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0016'0.2 MI NE FROM ELGIN.
 ML0016'0.2 OF A MILE NORTHEAST OF THE RAILROAD STATION AT ELGIN, ALONG
 ML0016'THE CHICAGO AND NORTHWESTERN RAILROAD BETWEEN ELGIN AND ALBION,
 ML0016'WHERE STATE HIGHWAY NO. 53 CROSSES THE RAILROAD, 150 FEET
 ML0016'SOUTHEAST OF BRIDGE NO. D233, 96.1 FEET EAST OF THE CENTER
 ML0016'OF THE MAIN TRACK, 61.2 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 ML0016'15.4 FEET SOUTH OF A SIDEWALK, 6.0 FEET SOUTHWEST OF A SMALL
 ML0016'TREE.  A STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE
 ML0016'POST.
 ML0016
 ML0016                          STATION RECOVERY (1968)
 ML0016
 ML0016'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 ML0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1661 ***********************************************************************
 MK1661  DESIGNATION -  L 85 RESET
 MK1661  PID         -  MK1661
 MK1661  STATE/COUNTY-  NE/BOONE
 MK1661  USGS QUAD   -  ST EDWARD SW (1985)
 MK1661
 MK1661                         *CURRENT SURVEY CONTROL
 MK1661  ___________________________________________________________________
 MK1661* NAD 83(1986)-  41 34 08.     (N)    097 55 35.     (W)     SCALED    
 MK1661* NAVD 88     -       541.14   (meters)    1775.4    (feet)  RESET     
 MK1661  ___________________________________________________________________
 MK1661  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 MK1661
 MK1661  VERT ORDER  -  THIRD
 MK1661
 MK1661.The horizontal coordinates were scaled from a topographic map and have
 MK1661.an estimated accuracy of +/- 6 seconds.
 MK1661
 MK1661.The orthometric height was computed from unverified reset data.
 MK1661
 MK1661.The geoid height was determined by GEOID03.
 MK1661
 MK1661;                    North         East    Units  Estimated Accuracy
 MK1661;SPC NE       -   194,760.      672,880.      MT  (+/- 180 meters Scaled)
 MK1661
 MK1661                          SUPERSEDED SURVEY CONTROL
 MK1661
 MK1661  NGVD 29 (??/??/??)  540.92   (m)         1774.7    (f) RESET       3  
 MK1661
 MK1661.Superseded values are not recommended for survey control.
 MK1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1661.See file dsdata.txt to determine how the superseded data were derived.
 MK1661
 MK1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM895024(NAD 83)
 MK1661_MARKER: DB = BENCH MARK DISK
 MK1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1661_STAMPING: L 85 RESET 1964
 MK1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1661+STABILITY: SURFACE MOTION
 MK1661
 MK1661  HISTORY     - Date     Condition        Report By
 MK1661  HISTORY     - 1964     MONUMENTED       LOCENG
 MK1661
 MK1661                          STATION DESCRIPTION
 MK1661
 MK1661'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 MK1661'3.2 MI W FROM ST EDWARD.
 MK1661'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 MK1661'AT ST. EDWARD, BOONE COUNTY, AT THE INTERSECTION OF A COUNTY
 MK1661'ROAD, 77 FEET NORTHEAST OF THE INTERSECTION, 69 FEET NORTH OF THE
 MK1661'CENTERLINE OF THE HIGHWAY, 29 FEET EAST OF THE CENTERLINE OF THE
 MK1661'COUNTY ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1602 ***********************************************************************
 MK1602  DESIGNATION -  L 86
 MK1602  PID         -  MK1602
 MK1602  STATE/COUNTY-  NE/NANCE
 MK1602  USGS QUAD   -  MERCHISTON (1958)
 MK1602
 MK1602                         *CURRENT SURVEY CONTROL
 MK1602  ___________________________________________________________________
 MK1602* NAD 83(1986)-  41 22 54.     (N)    097 58 45.     (W)     SCALED    
 MK1602* NAVD 88     -       499.634  (meters)    1639.22   (feet)  ADJUSTED  
 MK1602  ___________________________________________________________________
 MK1602  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 MK1602  DYNAMIC HT  -         499.399 (meters)    1638.44  (feet)  COMP
 MK1602  MODELED GRAV-     980,139.0   (mgal)                       NAVD 88
 MK1602
 MK1602  VERT ORDER  -  SECOND    CLASS 0
 MK1602
 MK1602.The horizontal coordinates were scaled from a topographic map and have
 MK1602.an estimated accuracy of +/- 6 seconds.
 MK1602
 MK1602.The orthometric height was determined by differential leveling
 MK1602.and adjusted by the National Geodetic Survey in June 1991..
 MK1602
 MK1602.The geoid height was determined by GEOID03.
 MK1602
 MK1602.The dynamic height is computed by dividing the NAVD 88
 MK1602.geopotential number by the normal gravity value computed on the
 MK1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1602.degrees latitude (g = 980.6199 gals.).
 MK1602
 MK1602.The modeled gravity was interpolated from observed gravity values.
 MK1602
 MK1602;                    North         East    Units  Estimated Accuracy
 MK1602;SPC NE       -   173,880.      668,970.      MT  (+/- 180 meters Scaled)
 MK1602
 MK1602                          SUPERSEDED SURVEY CONTROL
 MK1602
 MK1602  NGVD 29 (??/??/92)  499.412  (m)         1638.49   (f) ADJ UNCH    2 0
 MK1602
 MK1602.Superseded values are not recommended for survey control.
 MK1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1602.See file dsdata.txt to determine how the superseded data were derived.
 MK1602
 MK1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL853816(NAD 83)
 MK1602_MARKER: DB = BENCH MARK DISK
 MK1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1602_STAMPING: L 86 1935
 MK1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1602+STABILITY: SURFACE MOTION
 MK1602
 MK1602  HISTORY     - Date     Condition        Report By
 MK1602  HISTORY     - 1935     MONUMENTED       CGS
 MK1602  HISTORY     - 1957     MARK NOT FOUND   NGS
 MK1602
 MK1602                          STATION DESCRIPTION
 MK1602
 MK1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MK1602'0.9 MI N FROM FULLERTON.
 MK1602'0.9 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1602'AT FULLERTON, NANCE COUNTY, 500 FEET SOUTH OF A FARMHOUSE, 120
 MK1602'FEET SOUTHEAST OF A ROAD CROSSING, 53.6 FEET EAST OF THE EAST
 MK1602'RAIL, AND 2.4 FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED
 MK1602'L 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1120 ***********************************************************************
 MK1120  DESIGNATION -  L 87
 MK1120  PID         -  MK1120
 MK1120  STATE/COUNTY-  NE/PLATTE
 MK1120  USGS QUAD   -  PLATTE CENTER (1966)
 MK1120
 MK1120                         *CURRENT SURVEY CONTROL
 MK1120  ___________________________________________________________________
 MK1120* NAD 83(1986)-  41 36 58.     (N)    097 30 00.     (W)     SCALED    
 MK1120* NAVD 88     -       495.876  (meters)    1626.89   (feet)  ADJUSTED  
 MK1120  ___________________________________________________________________
 MK1120  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 MK1120  DYNAMIC HT  -         495.658 (meters)    1626.17  (feet)  COMP
 MK1120  MODELED GRAV-     980,168.7   (mgal)                       NAVD 88
 MK1120
 MK1120  VERT ORDER  -  FIRST     CLASS II
 MK1120
 MK1120.The horizontal coordinates were scaled from a topographic map and have
 MK1120.an estimated accuracy of +/- 6 seconds.
 MK1120
 MK1120.The orthometric height was determined by differential leveling
 MK1120.and adjusted by the National Geodetic Survey in June 1991..
 MK1120
 MK1120.The geoid height was determined by GEOID03.
 MK1120
 MK1120.The dynamic height is computed by dividing the NAVD 88
 MK1120.geopotential number by the normal gravity value computed on the
 MK1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1120.degrees latitude (g = 980.6199 gals.).
 MK1120
 MK1120.The modeled gravity was interpolated from observed gravity values.
 MK1120
 MK1120;                    North         East    Units  Estimated Accuracy
 MK1120;SPC NE       -   200,950.      708,270.      MT  (+/- 180 meters Scaled)
 MK1120
 MK1120                          SUPERSEDED SURVEY CONTROL
 MK1120
 MK1120  NGVD 29 (??/??/92)  495.683  (m)         1626.25   (f) ADJ UNCH    1 2
 MK1120
 MK1120.Superseded values are not recommended for survey control.
 MK1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1120.See file dsdata.txt to determine how the superseded data were derived.
 MK1120
 MK1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM249082(NAD 83)
 MK1120_MARKER: DB = BENCH MARK DISK
 MK1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1120_STAMPING: L-87-1935
 MK1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1120+STABILITY: SURFACE MOTION
 MK1120
 MK1120  HISTORY     - Date     Condition        Report By
 MK1120  HISTORY     - 1935     MONUMENTED       CGS
 MK1120  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1120
 MK1120                          STATION DESCRIPTION
 MK1120
 MK1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1120'AT TARNOV.
 MK1120'AT TARNOV, ALONG THE UNION PACIFIC RAILWAY BETWEEN COLUMBUS
 MK1120'AND HUMPHREY, 84.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 MK1120'49.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF DEPOT, 25.4 FEET
 MK1120'SOUTH OF AN 18-INCH MAPLE TREE, 22.6 FEET WEST OF THE WEST RAIL
 MK1120'OF THE SIDE TRACK.
 MK1120
 MK1120                          STATION RECOVERY (1965)
 MK1120
 MK1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0085 ***********************************************************************
 MN0085  DESIGNATION -  L 9
 MN0085  PID         -  MN0085
 MN0085  STATE/COUNTY-  NE/CHEYENNE
 MN0085  USGS QUAD   -  GURLEY (1972)
 MN0085
 MN0085                         *CURRENT SURVEY CONTROL
 MN0085  ___________________________________________________________________
 MN0085* NAD 83(1986)-  41 15 01.     (N)    102 58 26.     (W)     SCALED    
 MN0085* NAVD 88     -      1294.269  (meters)    4246.28   (feet)  ADJUSTED  
 MN0085  ___________________________________________________________________
 MN0085  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 MN0085  DYNAMIC HT  -        1293.354 (meters)    4243.28  (feet)  COMP
 MN0085  MODELED GRAV-     979,872.3   (mgal)                       NAVD 88
 MN0085
 MN0085  VERT ORDER  -  FIRST     CLASS II
 MN0085
 MN0085.The horizontal coordinates were scaled from a topographic map and have
 MN0085.an estimated accuracy of +/- 6 seconds.
 MN0085
 MN0085.The orthometric height was determined by differential leveling
 MN0085.and adjusted by the National Geodetic Survey in June 1991..
 MN0085
 MN0085.The geoid height was determined by GEOID03.
 MN0085
 MN0085.The dynamic height is computed by dividing the NAVD 88
 MN0085.geopotential number by the normal gravity value computed on the
 MN0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0085.degrees latitude (g = 980.6199 gals.).
 MN0085
 MN0085.The modeled gravity was interpolated from observed gravity values.
 MN0085
 MN0085;                    North         East    Units  Estimated Accuracy
 MN0085;SPC NE       -   161,600.      250,870.      MT  (+/- 180 meters Scaled)
 MN0085
 MN0085                          SUPERSEDED SURVEY CONTROL
 MN0085
 MN0085  NGVD 29 (??/??/92) 1293.642  (m)         4244.22   (f) ADJ UNCH    1 2
 MN0085
 MN0085.Superseded values are not recommended for survey control.
 MN0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0085.See file dsdata.txt to determine how the superseded data were derived.
 MN0085
 MN0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF697685(NAD 83)
 MN0085_MARKER: DB = BENCH MARK DISK
 MN0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0085_SP_SET: CONCRETE POST
 MN0085_STAMPING: L 9 1933 4244.224
 MN0085_MARK LOGO: CGS   
 MN0085_PROJECTION: FLUSH
 MN0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0085+STABILITY: SURFACE MOTION
 MN0085
 MN0085  HISTORY     - Date     Condition        Report By
 MN0085  HISTORY     - 1933     MONUMENTED       CGS
 MN0085  HISTORY     - 1934     GOOD             NGS
 MN0085  HISTORY     - 1985     GOOD             NGS
 MN0085
 MN0085                          STATION DESCRIPTION
 MN0085
 MN0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0085'2 MI N FROM HUNTSMAN.
 MN0085'2.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0085'FROM HUNTSMAN, CHEYENNE COUNTY, 10 POLES SOUTH OF MILEPOST 67, AT
 MN0085'A ROAD CROSSING, 140 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 MN0085'19, 33 FEET NORTH OF THE CENTER OF THE CROSSING, 25 FEET EAST OF
 MN0085'THE EAST RAIL, AND 14 FEET NORTHEAST OF THE CROSSING SIGN.  A
 MN0085'STANDARD DISK, STAMPED 4244.224 L 9 1933 AND SET IN THE TOP OF
 MN0085'A CONCRETE POST.
 MN0085
 MN0085                          STATION RECOVERY (1985)
 MN0085
 MN0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0085'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.8 KM (4.85
 MN0085'MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN STREET AT
 MN0085'GURLEY, AT A CROSS ROADS OVER THE BURLINGTON NORTHERN RAILROAD,
 MN0085'42.7 METERS (140 FT) WEST OF THE HIGHWAY CENTERLINE, 9.8 METERS (32
 MN0085'FT) NORTH OF THE CENTER OF AN ASPHALT ROAD, 7.6 METERS (25 FT) EAST OF
 MN0085'THE EAST RAIL AND 4.3 METERS (14 FT) NORTHEAST OF A RAILROAD CROSSING
 MN0085'SIGN.
 MN0085'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MN0085'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4163 ***********************************************************************
 AB4163  DESIGNATION -  LAFB 92 2
 AB4163  PID         -  AB4163
 AB4163  STATE/COUNTY-  NE/LANCASTER
 AB4163  USGS QUAD   -  EMERALD (1978)
 AB4163
 AB4163                         *CURRENT SURVEY CONTROL
 AB4163  ___________________________________________________________________
 AB4163* NAD 83(1995)-  40 50 42.35494(N)    096 45 53.84689(W)     ADJUSTED  
 AB4163* NAVD 88     -       355.8    (meters)    1167.     (feet)  GPS OBS   
 AB4163  ___________________________________________________________________
 AB4163  X           -    -569,206.131 (meters)                     COMP
 AB4163  Y           -  -4,798,465.941 (meters)                     COMP
 AB4163  Z           -   4,149,640.800 (meters)                     COMP
 AB4163  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 AB4163  ELLIP HEIGHT-         329.48  (meters)          (12/12/01) GPS OBS
 AB4163  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AB4163
 AB4163  HORZ ORDER  -  THIRD
 AB4163  ELLP ORDER  -  FOURTH    CLASS I
 AB4163
 AB4163.The horizontal coordinates were established by GPS observations
 AB4163.and adjusted by the National Geodetic Survey in September 1997..
 AB4163
 AB4163.The orthometric height was determined by GPS observations and a
 AB4163.high-resolution geoid model.
 AB4163
 AB4163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4163
 AB4163.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4163
 AB4163.The ellipsoidal height was determined by GPS observations
 AB4163.and is referenced to NAD 83.
 AB4163
 AB4163.The geoid height was determined by GEOID03.
 AB4163
 AB4163;                    North         East     Units Scale Factor Converg.
 AB4163;SPC NE       -   117,435.761   772,678.351   MT  0.99972460   +2 08 37.9
 AB4163;UTM  14      - 4,523,965.912   688,416.880   MT  1.00003697   +1 27 43.9
 AB4163
 AB4163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4163!SPC NE       -   0.99994832  x   0.99972460  =   0.99967293
 AB4163!UTM  14      -   0.99994832  x   1.00003697  =   0.99998529
 AB4163
 AB4163                          SUPERSEDED SURVEY CONTROL
 AB4163
 AB4163  ELLIP H (09/24/97)  329.56   (m)                       GP(       ) 4 1
 AB4163
 AB4163.Superseded values are not recommended for survey control.
 AB4163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4163.See file dsdata.txt to determine how the superseded data were derived.
 AB4163
 AB4163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8841723966(NAD 83)
 AB4163_MARKER: DD = SURVEY DISK
 AB4163_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AB4163+WITH SETTING: INFORMATION.
 AB4163_STAMPING: LAFB 92-2
 AB4163_MARK LOGO: USE   
 AB4163_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4163+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1997
 AB4163
 AB4163  HISTORY     - Date     Condition        Report By
 AB4163  HISTORY     - 1992     MONUMENTED       USE
 AB4163  HISTORY     - 19950518 GOOD             NGS
 AB4163  HISTORY     - 19970725 GOOD             NGS
 AB4163
 AB4163                          STATION DESCRIPTION
 AB4163
 AB4163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4163'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHWEST OF LINCOLN, AT
 AB4163'THE LINCOLN MUNICIPAL AIRPORT, IN A GRASS AREA SOUTHEAST OF THE
 AB4163'JUNCTION OF THE WEST APRON AND A EAST-WEST CONNECTOR TAXIWAY (S).
 AB4163'OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX 80407, LINCOLN NE 68501,
 AB4163'AIRPORT MANAGER, WAYNE ANDERSON, PHONE (402) 474-2770.  CONTACT BOB
 AB4163'MCNALLY OR DAVE TONNIGES, AIRPORT MAINTENANCE AT PHONE (402) 470-3480.
 AB4163'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 AB4163'NORTHWEST 48TH STREET (EXIT 396) ON THE WEST SIDE OF LINCOLN, GO NORTH
 AB4163'ON NORTHWEST 48TH STREET FOR 2.65 MI (4.26 KM) TO A PAVED ROAD RIGHT,
 AB4163'TURN RIGHT AND GO EAST ON AIR PARK ROAD FOR 0.6 MI (1.0 KM) TO AN
 AB4163'INTERSECTION, TURN RIGHT AND GO SOUTH ON NORTHWEST 38TH STREET FOR 0.4
 AB4163'MI (0.6 KM) TO AN INTERSECTION, TURN LEFT AND GO WEST ON WEST LUKE
 AB4163'STREET FOR 0.15 MI (0.24 KM) TO A SECURITY GATE AHEAD, PASS THROUGH
 AB4163'GATE BEAR RIGHT AND GO SOUTHEAST ACROSS THE APRON FOR 0.4 MI (0.6 KM)
 AB4163'TO THE JUNCTION OF A CONNECTOR TAXIWAY (S) LEADING TO THE EAST AND THE
 AB4163'STATION IN THE GRASS AHEAD.  THE STATION IS A USE SURVEY DISK CRIMPED
 AB4163'TO A STEEL ROD AND FLUSH WITH THE GROUND, 175.0 FT (53.3 M) SOUTH OF
 AB4163'THE CENTER OF A CONNECTOR TAXIWAY, 123.5 FT (37.6 M) EAST OF THE EAST
 AB4163'EDGE OF THE APRON/PARALLEL TAXIWAY, 115.2 FT (35.1 M) SOUTHEAST OF THE
 AB4163'SOUTHEAST CORNER OF CONCRETE PAD FOR A RUNWAY IDENTIFIER SIGN, 1.5 FT
 AB4163'(0.5 M) NORTH OF A WITNESS POST AND 1.5 FT (0.5 M) SOUTH OF A WITNESS
 AB4163'POST.  THIS STATION TO BE USED AS SACS.
 AB4163
 AB4163                          STATION RECOVERY (1997)
 AB4163
 AB4163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4163'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) . THE
 AB4163'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE
 AB4163'LINCOLN MUNICIPAL AIRPORT, ON THE WEST SIDE OF THE AIRPORT AT
 AB4163'MIDFIELD, IN THE GRASS AREA EAST FROM THE WEST RAMP AND SOUTH OF
 AB4163'CONNECTOR TAXIWAY (S) .  OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX
 AB4163'80407, LINCOLN NE 68501.  FOR ACCESS TO THE STATION CONTACT BOB
 AB4163'MCNALLY OR DAVE TONNIGES AT AIRPORT OPERATIONS, PHONE (402) 470-3480,
 AB4163'FAX (402) 470-2085. TO REACH THE STATION FROM THE JUNCTION OF COMBINED
 AB4163'INTERSTATE 80 (EXIT 401) AND STATE HIGHWAY 77 WITH STATE HIGHWAY 34
 AB4163'WHICH IS 3.0 KM (1.85 MI) NORTH FROM STATE HIGHWAY 6 (CORNHUSKER
 AB4163'HIGHWAY) , GO NORTHWEST THEN WEST ON STATE HIGHWAY 34 PASSING ON A
 AB4163'BRIDGE OVER NW 27TH STREET AT 4.5 KM (2.80 MI) FOR A TOTAL OF 5.0 KM
 AB4163'(3.10 MI) TO AN ASPHALT STREET LEADING TO THE AIRPARK NORTH GATE ON
 AB4163'LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST 31ST STREET, FOLLOWING THE
 AB4163'CURVING ROAD WEST THEN SOUTH AGAIN ALONG NORTHWEST 38TH STREET PASSING
 AB4163'WEST CUMING STREET AT 2.5 KM (1.55 MI) FOR A TOTAL OF 4.0 KM (2.50 MI)
 AB4163'TO WEST LUKE STREET.  TURN LEFT AND GO EASTERLY FOR 0.40 KM (0.25 MI)
 AB4163'TO A GATE AHEAD, AND AIRPORT OPERATIONS ON RIGHT.  PASS THROUGH THE
 AB4163'GATE AND CONTINUE EAST FOR 0.3 KM (0.20 MI) TO THE EAST SIDE OF THE
 AB4163'WEST RAMP AT A PARALLEL TAXIWAY (G) .  TURN RIGHT AND GO SOUTH FOR 0.5
 AB4163'KM (0.30 MI) TO A CONNECTOR TAXIWAY LEFT AND THE STATION AHEAD ON
 AB4163'LEFT. THE MARK IS A 3-1/2 IN DIA CORP OF ENGINEERS SURVEY MARK DISK
 AB4163'WITH 2-1/2 IN LONG FITTING CRIMPED ONTO A 5/8 IN DIA IRON REBAR DRIVEN
 AB4163'INTO THE GROUND.  THE OMAHA COE OFFICE STATES THE TYPICAL LENGTH OF
 AB4163'THE REBAR IS FOUR FOOT EXCEPT TWO FOOT IN HARD SOIL.  THE STATION IS
 AB4163'LOCATED 53.3 M (174.9 FT) SOUTH FROM THE CONNECTOR TAXIWAY CENTER,
 AB4163'37.6 M (123.4 FT) EAST FROM THE EAST EDGE OF THE WEST RAMP, 35.1 M
 AB4163'(115.2 FT) SOUTHEAST FROM THE SOUTHEAST FOUNDATION CORNER FOR TAXIWAY
 AB4163'SIGN --G S--, 0.5 M (1.6 FT) NORTH OF A FIBERGLASS COE WITNESS POST,
 AB4163'AND 0.5 M (1.6 FT) SOUTH FROM A COE FIBERGLASS WITNESS POST.  THE MARK
 AB4163'IS ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0406 ***********************************************************************
 MN0406  DESIGNATION -  LAKE
 MN0406  PID         -  MN0406
 MN0406  STATE/COUNTY-  NE/GARDEN
 MN0406  USGS QUAD   -  SUGAR LOAF HILL (1986)
 MN0406
 MN0406                         *CURRENT SURVEY CONTROL
 MN0406  ___________________________________________________________________
 MN0406* NAD 83(1995)-  41 33 45.68429(N)    102 23 41.07368(W)     ADJUSTED  
 MN0406* NAVD 88     -      1225.     (meters)    4019.     (feet)  SCALED    
 MN0406  ___________________________________________________________________
 MN0406  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 MN0406  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 MN0406
 MN0406  HORZ ORDER  -  FIRST
 MN0406
 MN0406.The horizontal coordinates were established by classical geodetic methods
 MN0406.and adjusted by the National Geodetic Survey in August 1997..
 MN0406
 MN0406.The orthometric height was scaled from a topographic map.
 MN0406
 MN0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0406
 MN0406.The geoid height was determined by GEOID03.
 MN0406
 MN0406;                    North         East     Units Scale Factor Converg.
 MN0406;SPC NE       -   194,767.661   300,334.743   MT  0.99965908   -1 35 13.2
 MN0406;UTM  13      - 4,604,502.001   717,241.263   MT  1.00018081   +1 43 44.8
 MN0406
 MN0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0406!SPC NE       -   0.99981108  x   0.99965908  =   0.99947022
 MN0406!UTM  13      -   0.99981108  x   1.00018081  =   0.99999185
 MN0406
 MN0406:                Primary Azimuth Mark                     Grid Az
 MN0406:SPC NE       -  OSHKOSH PUMPING STA WATER TANK           166 19 18.1
 MN0406:UTM  13      -  OSHKOSH PUMPING STA WATER TANK           163 00 20.1
 MN0406
 MN0406|---------------------------------------------------------------------|
 MN0406| PID    Reference Object                     Distance      Geod. Az  |
 MN0406|                                                           dddmmss.s |
 MN0406| MN0445 OSHKOSH PUMPING STA WATER TANK      APPROX.18.2 KM 1644404.9 |
 MN0406| MN0444 OSHKOSH WATER TANK                  APPROX.17.8 KM 1661117.0 |
 MN0406| CP7559 LAKE RM 1                            52.121 METERS 17020     |
 MN0406| CP7560 LAKE RM 2 AZIMUTH                                  2155603.5 |
 MN0406| CP7561 LAKE RM 3                            20.310 METERS 26321     |
 MN0406|---------------------------------------------------------------------|
 MN0406
 MN0406                          SUPERSEDED SURVEY CONTROL
 MN0406
 MN0406  NAD 83(1995)-  41 33 45.68399(N)    102 23 41.07516(W) AD(       ) 1
 MN0406  NAD 83(1986)-  41 33 45.68283(N)    102 23 41.07800(W) AD(       ) 1
 MN0406  NAD 27      -  41 33 45.75400(N)    102 23 39.37700(W) AD(       ) 1
 MN0406
 MN0406.Superseded values are not recommended for survey control.
 MN0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0406.See file dsdata.txt to determine how the superseded data were derived.
 MN0406
 MN0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1724104502(NAD 83)
 MN0406_MARKER: DS = TRIANGULATION STATION DISK
 MN0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0406
 MN0406  HISTORY     - Date     Condition        Report By
 MN0406  HISTORY     - 1933     MONUMENTED       CGS
 MN0406  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MN0406
 MN0406                          STATION DESCRIPTION
 MN0406
 MN0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0406'ABOUT 10-1/2 MILES NORTH AND 2-1/2 MILES WEST OF OSHKOSH,
 MN0406'ON SUMMIT OF PROMINENT SAND HILL IN NORTHEAST QUARTER SEC. 4,
 MN0406'T. 18 N., R. 44 W., ON LAND OWNED BY MR. HUMPHREY AND LEASED
 MN0406'BY MERRITT LAKE.
 MN0406'
 MN0406'REACHED FROM OSHKOSH VIA U.S. HIGHWAY 26, NORTH AND WEST 1/2
 MN0406'MILE TO ROAD LEADING NORTH JUST WEST OF SCHOOL.  FOLLOW THIS
 MN0406'ROAD NORTH 8.0 MILES TO SANDY CROSSROADS, THENCE WEST 1.7
 MN0406'MILES TO SAUNDERS SCHOOL.  TURN NORTH AT SCHOOL AND FOLLOW
 MN0406'TRAIL WHICH ANGLES TO NORTH AND WEST 2.0 MILES TO THE LAKES
 MN0406'HOUSE.  PASS THROUGH CORRALS WEST OF HOUSE AND FOLLOW TRAIL
 MN0406'NORTHEAST 0.5 MILE TO A GATE LEADING INTO SOUTHWEST CORNER OF
 MN0406'LARGE PASTURE.  PASS THROUGH GATE AND FOLLOW LEFT-HAND TRACE
 MN0406'NORTHEAST ABOUT 200 YARDS TO TOP OF RIDGE, THENCE BEAR LEFT,
 MN0406'FOLLOWING MAIN RIDGE A LITTLE WEST OF NORTH 0.5 MILE TO
 MN0406'NORTH-SOUTH FENCE ABOUT 100 YARDS EAST OF STATION.  BY
 MN0406'GOING UP THE HILL FROM THE WEST TRUCK CAN BE DRIVEN TO WITHIN
 MN0406'100 FEET OF STATION.  STATION IS ON HIGHEST POINT OF DUNE TO
 MN0406'SOUTHWEST OF SMALL BLOW PIT.
 MN0406'
 MN0406'REFERENCE MARK NO. 1 IS SOUTH OF STATION ON TOP OF RIDGE
 MN0406'LOWER IN ELEVATION THAN STATION.
 MN0406'
 MN0406'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION NEAR SAND TRAIL
 MN0406'IN VALLEY.
 MN0406'
 MN0406'REFERENCE MARK NO. 3 IS WEST OF STATION ON TOP OF RIDGE JUST
 MN0406'EAST OF POINT WHERE RIDGE FALLS AWAY INTO GULLEY.
 MN0406'
 MN0406'ALL MARKS SET 4 INCHES ABOVE GROUND.
 MN0406'
 MN0406'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.21 METERS.
 MN0406
 MN0406                          STATION RECOVERY (1946)
 MN0406
 MN0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0406'THE STATION WAS FOUND AS DESCRIBED.  REFERENCE MARK NO. 1
 MN0406'WAS FOUND TO BE IN GOOD CONDITION.  THE STATION MARK HAS BEEN
 MN0406'DESTROYED DUE TO EROSION AND WAS FOUND IN THE BOTTOM OF A
 MN0406'SAND PIT.  THE SUB-SURFACE MARK WAS STILL IN POSITION BUT WAS
 MN0406'VERY LOOSE.  REFERENCE MARK NO. 3 WAS ALSO DESTROYED AND FOUND
 MN0406'IN A SAND PIT.  REFERENCE MARK NO. 2 (AZIMUTH MARK) WAS FOUND
 MN0406'AS DESCRIBED BUT THE CONCRETE WAS BADLY CRACKED.  IT WAS STILL
 MN0406'SOLID AND COULD BE USED.  A NEW STATION WAS ESTABLISHED AND
 MN0406'ALSO REFERENCE MARK NO. 4.  A NEW DESCRIPTION WAS WRITTEN FOR
 MN0406'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0407 ***********************************************************************
 MN0407  DESIGNATION -  LAKE 2
 MN0407  PID         -  MN0407
 MN0407  STATE/COUNTY-  NE/GARDEN
 MN0407  USGS QUAD   -  SUGAR LOAF HILL (1986)
 MN0407
 MN0407                         *CURRENT SURVEY CONTROL
 MN0407  ___________________________________________________________________
 MN0407* NAD 83(1995)-  41 33 45.63367(N)    102 23 41.23668(W)     ADJUSTED  
 MN0407* NAVD 88     -      1225.     (meters)    4019.     (feet)  SCALED    
 MN0407  ___________________________________________________________________
 MN0407  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 MN0407  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 MN0407
 MN0407  HORZ ORDER  -  FIRST
 MN0407
 MN0407.The horizontal coordinates were established by classical geodetic methods
 MN0407.and adjusted by the National Geodetic Survey in August 1997..
 MN0407
 MN0407.The orthometric height was scaled from a topographic map.
 MN0407
 MN0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0407
 MN0407.The geoid height was determined by GEOID03.
 MN0407
 MN0407;                    North         East     Units Scale Factor Converg.
 MN0407;SPC NE       -   194,766.205   300,330.925   MT  0.99965908   -1 35 13.3
 MN0407;UTM  13      - 4,604,500.326   717,237.534   MT  1.00018079   +1 43 44.7
 MN0407
 MN0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0407!SPC NE       -   0.99981108  x   0.99965908  =   0.99947022
 MN0407!UTM  13      -   0.99981108  x   1.00018079  =   0.99999183
 MN0407
 MN0407|---------------------------------------------------------------------|
 MN0407| PID    Reference Object                     Distance      Geod. Az  |
 MN0407|                                                           dddmmss.s |
 MN0407| MN0406 LAKE                                  4.087 METERS 06732     |
 MN0407| CP7559 LAKE RM 1                            50.256 METERS 16552     |
 MN0407| CP7560 LAKE RM 2 AZIMUTH                                  2154646.5 |
 MN0407| CP7562 LAKE 2 RM 4                          21.262 METERS 27913     |
 MN0407|---------------------------------------------------------------------|
 MN0407
 MN0407                          SUPERSEDED SURVEY CONTROL
 MN0407
 MN0407  NAD 83(1995)-  41 33 45.63337(N)    102 23 41.23816(W) AD(       ) 1
 MN0407  NAD 83(1986)-  41 33 45.63218(N)    102 23 41.24111(W) AD(       ) 1
 MN0407  NAD 27      -  41 33 45.70300(N)    102 23 39.53900(W) AD(       ) 1
 MN0407
 MN0407.Superseded values are not recommended for survey control.
 MN0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0407.See file dsdata.txt to determine how the superseded data were derived.
 MN0407
 MN0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1723804500(NAD 83)
 MN0407_MARKER: DS = TRIANGULATION STATION DISK
 MN0407_SETTING: 0 = UNSPECIFIED SETTING
 MN0407
 MN0407  HISTORY     - Date     Condition        Report By
 MN0407  HISTORY     - 1946     MONUMENTED       CGS
 MN0407  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MN0407
 MN0407                          STATION DESCRIPTION
 MN0407
 MN0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0407'LOCATED ABOUT 11 MILES, AIRLINE, NORTHWEST OF OSHKOSH ON
 MN0407'THE HIGHEST POINT OF A PROMINENT SAND HILL.  IT IS STAMPED
 MN0407'LAKE 2 1946 AND IS CEMENTED IN THE TOP OF A 4-INCH IRON PIPE
 MN0407'PROJECTING 1 FOOT.
 MN0407'
 MN0407'REFERENCE MARK NO. 1 IS ON A SMALL ROUNDED KNOLL SOUTHWEST
 MN0407'OF THE STATION AND ABOUT 27 FEET LOWER THAN THE STATION.  IT
 MN0407'IS STAMPED LAKE NO 1 1933 AND PROJECTS 6 INCHES.
 MN0407'
 MN0407'REFERENCE MARK NO. 4 IS ON THE WEST SLOPE OF THE HILL AND ABOUT
 MN0407'18 FEET LOWER THAN THE STATION.  IT IS STAMPED LAKE NO 4 1946
 MN0407'AND PROJECTS 10 INCHES.
 MN0407'
 MN0407'A DISTANCE AND DIRECTION WAS TAKEN TO THE OLD STATION LAKE.
 MN0407'THE MARK WAS VERY LOOSE AND WOULD PROBABLY BE DESTROYED IN
 MN0407'A SHORT TIME.
 MN0407'
 MN0407'AZIMUTH MARK IS 45 FEET WEST OF A TRACK ROAD AND 3 FEET NORTHEAST
 MN0407'OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 3
 MN0407'FEET.  IT IS STAMPED LAKE NO 2 1933 AND PROJECTS 10 INCHES.
 MN0407'
 MN0407'REACHED FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY
 MN0407'26 IN OSHKOSH--GO WEST FOR 0.3 MILES TO A SIDE ROAD RIGHT, JUST
 MN0407'WEST OF A BRICK SCHOOL.  TURN RIGHT, NORTH, AND GO 8.3 MILES
 MN0407'TO A SANDY CROSS ROAD.  TURN LEFT, WEST, AND GO 1.7 MILE
 MN0407'TO THE SAUNDER SCHOOL.  TURN RIGHT, NORTH, AND GO 1.9 MILES TO
 MN0407'A FORK.  TAKE LEFT FORK AND GO 0.1 MILE TO A FORK.  TAKE
 MN0407'LEFT FORK AND PASS THROUGH CATTLE GUARD.  TURN SHARP RIGHT
 MN0407'AFTER PASSING THROUGH CATTLE GUARD AND FOLLOW ALONG THE WEST
 MN0407'SIDE OF THE FENCE FOR 0.35 MILE TO A GATE ABOUT 100 FEET WEST
 MN0407'OF THE BARN.  PASS THROUGH GATE AND FOLLOW OLD TRACK ROAD
 MN0407'NORTH FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MN0407'ON OLD TRACK ROAD FOR 0.2 MILE, TURN RIGHT EASTERLY AND
 MN0407'WORK WAY UP TO THE HIGHEST POINT OF THE HILL A DISTANCE OF
 MN0407'0.5 MILE.
 MN0407
 MN0407                          STATION RECOVERY (1963)
 MN0407
 MN0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0407'THE STATION MARK AND REFERENCE MARKS 1 AND 4 WERE RECOVERED IN
 MN0407'FAIR CONDITION.  REFERENCE MARK 2, AZIMUTH MARK, WAS RECOVERED
 MN0407'IN GOOD CONDITION.  ALL MARKS WERE REPAIRED AND ARE NOW IN
 MN0407'GOOD CONDITION.  CONSIDERABLE EROSION HAD TAKEN PLACE AROUND
 MN0407'THE STATION MARK SO A LENGTH OF SNOW FENCE WAS PLACED AROUND
 MN0407'THE MARK AND FILLED WITH HAY AND SAND.  A DIFFERENCE IN THE
 MN0407'DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1 AND 4 WERE
 MN0407'NOTED AND CHECKED.  A NEW DESCRIPTION FOR THE STATION FOLLOWS.
 MN0407'
 MN0407'THE STATION IS LOCATED ABOUT 11-1/2 MILES NORTH-NORTHWEST OF
 MN0407'OSHKOSH ON A HIGH SAND HILL IN PASTURE LAND WHICH IS OWNED BY
 MN0407'MR. ORVIN LAKE, WHO RESIDES ABOUT 1/2 MILE SOUTH OF THE
 MN0407'STATION.
 MN0407'
 MN0407'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 26 AND
 MN0407'STATE HIGHWAY 27, IN THE SOUTHWEST EDGE OF OSHKOSH, DRIVE
 MN0407'NORTH ON A PAVED STREET FOR 0.6 MILE TO THE END OF THE PAVEMENT.
 MN0407'CONTINUE NORTH ON A GRAVELED ROAD FOR 8.0 MILES TO A CROSSROAD.
 MN0407'TURN LEFT AND DRIVE WEST FOR 1.75 MILES TO A SCHOOL HOUSE.
 MN0407'TURN RIGHT AND DRIVE NORTH AND NORTHWEST ON THE BLADED ROAD
 MN0407'FOR 2.05 MILES TO A CATTLE GUARD AND MAIL BOX ON THE LEFT,
 MN0407'JUST SOUTH OF MR. ORVIN LAKES RANCH HOUSE.  TURN LEFT, CROSS
 MN0407'THE CATTLE GUARD, THENCE DRIVE WEST FOR 0.1 MILE TO ANOTHER
 MN0407'CATTLE GUARD.  CROSS THE CATTLE GUARD, TURN RIGHT AND DRIVE
 MN0407'NORTH-NORTHWEST ON A DIM TRACK ROAD FOR 0.1 MILE TO A FENCE
 MN0407'CORNER.  DRIVE NORTH ALONG THE WEST SIDE OF THE FENCE FOR
 MN0407'0.05 MILE, THENCE TURN LEFT AND DRIVE NORTH-NORTHWEST AND
 MN0407'NORTH ON A POOR TRACK ROAD FOR 0.45 MILE TO THE AZIMUTH
 MN0407'MARK ON THE LEFT.  CONTINUE THE TRACK ROAD NORTH FOR 0.3
 MN0407'MILE, THENCE, WITH A 4-WHEEL DRIVE VEHICLE, DRIVE EASTERLY FOR
 MN0407'0.4 MILE TO A POINT 125 YARDS SOUTH OF THE HIGHEST POINT IN
 MN0407'THE VICINITY AND THE STATION.
 MN0407'
 MN0407'THE STATION IS A STANDARD DISK, STAMPED LAKE 2 1946, SET IN
 MN0407'THE TOP OF A 4-INCH IN DIAMETER PIPE WHICH PROJECTS 12 INCHES
 MN0407'ABOVE THE CEMENT REINFORCING AROUND ITS BASE.
 MN0407'
 MN0407'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAKE NO 1 1933,
 MN0407'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH
 MN0407'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 15
 MN0407'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 MN0407'
 MN0407'REFERENCE MARK 4, A STANDARD DISK STAMPED LAKE 2 NO 4 1946,
 MN0407'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MN0407'PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT
 MN0407'25 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 MN0407'
 MN0407'REFERENCE MARK 2, A STANDARD DISK STAMPED LAKE NO 2 1933,
 MN0407'IS SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH
 MN0407'PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 53 FEET WEST
 MN0407'OF THE CENTER OF THE TRACK ROAD.  THIS MARK WAS USED AS THE
 MN0407'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0628 ***********************************************************************
 NP0628  DESIGNATION -  LAKESIDE
 NP0628  PID         -  NP0628
 NP0628  STATE/COUNTY-  NE/SHERIDAN
 NP0628  USGS QUAD   -  LAKESIDE (1989)
 NP0628
 NP0628                         *CURRENT SURVEY CONTROL
 NP0628  ___________________________________________________________________
 NP0628* NAD 83(1995)-  42 02 51.57940(N)    102 27 56.58398(W)     ADJUSTED  
 NP0628* NAVD 88     -      1251.     (meters)    4104.     (feet)  SCALED    
 NP0628  ___________________________________________________________________
 NP0628  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 NP0628  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 NP0628
 NP0628  HORZ ORDER  -  FIRST
 NP0628
 NP0628.The horizontal coordinates were established by classical geodetic methods
 NP0628.and adjusted by the National Geodetic Survey in August 1997..
 NP0628
 NP0628.The orthometric height was scaled from a topographic map.
 NP0628
 NP0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0628
 NP0628.The geoid height was determined by GEOID03.
 NP0628
 NP0628;                    North         East     Units Scale Factor Converg.
 NP0628;SPC NE       -   248,760.077   295,954.157   MT  0.99970325   -1 38 02.5
 NP0628;UTM  13      - 4,658,175.638   709,733.691   MT  1.00014130   +1 41 52.6
 NP0628
 NP0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0628!SPC NE       -   0.99980686  x   0.99970325  =   0.99951017
 NP0628!UTM  13      -   0.99980686  x   1.00014130  =   0.99994813
 NP0628
 NP0628:                Primary Azimuth Mark                     Grid Az
 NP0628:SPC NE       -  LAKESIDE AZ MK                           050 07 38.9
 NP0628:UTM  13      -  LAKESIDE AZ MK                           046 47 43.8
 NP0628
 NP0628|---------------------------------------------------------------------|
 NP0628| PID    Reference Object                     Distance      Geod. Az  |
 NP0628|                                                           dddmmss.s |
 NP0628| CP9811 LAKESIDE AZ MK                                     0482936.4 |
 NP0628| CP9812 LAKESIDE RM 1                         7.403 METERS 04851     |
 NP0628| CP9813 LAKESIDE RM 2                         6.952 METERS 15309     |
 NP0628|---------------------------------------------------------------------|
 NP0628
 NP0628                          SUPERSEDED SURVEY CONTROL
 NP0628
 NP0628  NAD 83(1995)-  42 02 51.57805(N)    102 27 56.58481(W) AD(       ) 1
 NP0628  NAD 83(1986)-  42 02 51.57649(N)    102 27 56.58451(W) AD(       ) 1
 NP0628  NAD 27      -  42 02 51.66500(N)    102 27 54.88400(W) AD(       ) 1
 NP0628
 NP0628.Superseded values are not recommended for survey control.
 NP0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0628.See file dsdata.txt to determine how the superseded data were derived.
 NP0628
 NP0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0973458176(NAD 83)
 NP0628_MARKER: DS = TRIANGULATION STATION DISK
 NP0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0628
 NP0628  HISTORY     - Date     Condition        Report By
 NP0628  HISTORY     - 1946     MONUMENTED       CGS
 NP0628
 NP0628                          STATION DESCRIPTION
 NP0628
 NP0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0628'LOCATED 2.8 MILES SOUTHWEST OF LAKESIDE AND ABOUT 1 MILE SOUTH
 NP0628'OF STATE HIGHWAY NO. 2 ON THE HIGHEST POINT OF A PROMINENT SAND
 NP0628'DUNE.  IT IS STAMPED LAKESIDE 1946 AND PROJECTS 6 INCHES.
 NP0628'
 NP0628'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION.  IT
 NP0628'IS STAMPED LAKESIDE NO 1 1946 AND PROJECTS 6 INCHES.
 NP0628'
 NP0628'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER THAN THE STATION.
 NP0628'IT IS STAMPED LAKESIDE NO 2 1946 AND PROJECTS 6 INCHES.
 NP0628'
 NP0628'THE AZIMUTH MARK IS 1.4 MILES WEST OF LAKESIDE, 0.15 MILE
 NP0628'WEST OF A GATE, 42 FEET SOUTH OF HIGHWAY NO. 2 AND 1 FOOT NORTH
 NP0628'OF A WIRE FENCE.  IT IS STAMPED LAKESIDE 1946 AND PROJECTS 8
 NP0628'INCHES.
 NP0628'
 NP0628'TO REACH THE STATION FROM LAKESIDE, GO WEST ON STATE HIGHWAY
 NP0628'NO. 2 FOR 1.25 MILE TO A GATE *ON THE LEFT.  THEN THROUGH GATE,
 NP0628'SOUTHWEST, FOR 1.1 MILE TO THE EAST SLOPE OF THE SAND DUNE.
 NP0628'THEN BEAR RIGHT, WEST, FOR 0.3 MILE TO THE STATION.
 NP0628'
 NP0628'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON STATE
 NP0628'HIGHWAY NO. 2 FOR 0.15 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0445 ***********************************************************************
 NO0445  DESIGNATION -  LAKEVIEW
 NO0445  PID         -  NO0445
 NO0445  STATE/COUNTY-  NE/CHERRY
 NO0445  USGS QUAD   -  KENNEDY (1985)
 NO0445
 NO0445                         *CURRENT SURVEY CONTROL
 NO0445  ___________________________________________________________________
 NO0445* NAD 83(1995)-  42 30 29.45061(N)    100 48 59.29191(W)     ADJUSTED  
 NO0445* NAVD 88     -      1003.     (meters)    3291.     (feet)  SCALED    
 NO0445  ___________________________________________________________________
 NO0445  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 NO0445  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 NO0445
 NO0445  HORZ ORDER  -  THIRD
 NO0445
 NO0445.The horizontal coordinates were established by classical geodetic methods
 NO0445.and adjusted by the National Geodetic Survey in August 1997..
 NO0445
 NO0445.The orthometric height was scaled from a topographic map.
 NO0445
 NO0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0445
 NO0445.The geoid height was determined by GEOID03.
 NO0445
 NO0445;                    North         East     Units Scale Factor Converg.
 NO0445;SPC NE       -   297,308.316   432,909.350   MT  0.99981180   -0 32 27.9
 NO0445;UTM  14      - 4,707,800.182   350,764.928   MT  0.99987402   -1 13 39.4
 NO0445
 NO0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0445!SPC NE       -   0.99984596  x   0.99981180  =   0.99965779
 NO0445!UTM  14      -   0.99984596  x   0.99987402  =   0.99972000
 NO0445
 NO0445|---------------------------------------------------------------------|
 NO0445| PID    Reference Object                     Distance      Geod. Az  |
 NO0445|                                                           dddmmss.s |
 NO0445| CO3911 LAKEVIEW RM 1                        11.898 METERS 07017     |
 NO0445| CO3912 LAKEVIEW RM 2                        10.078 METERS 16340     |
 NO0445| CO3910 LAKEVIEW AZ MK                                     3040616.0 |
 NO0445|---------------------------------------------------------------------|
 NO0445
 NO0445                          SUPERSEDED SURVEY CONTROL
 NO0445
 NO0445  NAD 83(1986)-  42 30 29.45013(N)    100 48 59.29906(W) AD(       ) 3
 NO0445  NAD 27      -  42 30 29.44100(N)    100 48 57.77600(W) AD(       ) 3
 NO0445
 NO0445.Superseded values are not recommended for survey control.
 NO0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0445.See file dsdata.txt to determine how the superseded data were derived.
 NO0445
 NO0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5076507800(NAD 83)
 NO0445_MARKER: DS = TRIANGULATION STATION DISK
 NO0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0445
 NO0445  HISTORY     - Date     Condition        Report By
 NO0445  HISTORY     - 1949     MONUMENTED       CGS
 NO0445
 NO0445                          STATION DESCRIPTION
 NO0445
 NO0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0445'THE STATION IS LOCATED ABOUT 32.0 MILES SOUTH-SOUTHWEST OF
 NO0445'CROOKSTON AND 3.0 MILES SOUTH-SOUTHWEST OF THE KENNEDY POST
 NO0445'OFFICE.  IT IS ON THE HIGHEST POINT OF PROMINENT SAND HILL,
 NO0445'30 FEET SOUTH OF THE SOUTH EDGE OF BLOWOUT AND 8 FEET NORTHWEST
 NO0445'OF WITNESS POST.  IT IS STAMPED LAKE VIEW 1949 AND PROJECTS
 NO0445'3 INCHES.
 NO0445'
 NO0445'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, ON THE
 NO0445'EAST END OF THE SAME HILL AS THE STATION AND ABOUT THE SAME
 NO0445'ELEVATION.  IT IS STAMPED LAKE VIEW NO 1 1949 AND PROJECTS
 NO0445'3 INCHES.
 NO0445'
 NO0445'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, ON THE
 NO0445'SOUTH SLOPE OF THE HILL AND ABOUT 5 FEET LOWER THAN THE STATION
 NO0445'IN ELEVATION.  IT IS STAMPED LAKE VIEW NO 2 1949 AND PROJECTS
 NO0445'4 INCHES.
 NO0445'
 NO0445'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 0.4 MILE SOUTHWEST
 NO0445'OF WINDMILL, 100 FEET SOUTH OF FENCE CORNER AND 1 FOOT EAST
 NO0445'OF FENCE LINE.  IT IS STAMPED LAKE VIEW 1949 AND SET FLUSH WITH
 NO0445'THE SURFACE OF THE GROUND.
 NO0445'
 NO0445'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NO0445'AND 83 WHICH IS 5.4 MILES EAST-SOUTHEAST OF VALENTINE, GO SOUTH
 NO0445'ON U.S. HIGHWAY 83 FOR 11.85 MILES TO A SURFACED T-ROAD RIGHT,
 NO0445'TURN RIGHT AND GO WEST ON SURFACED ROAD FOR 6.15 MILES TO FORKS,
 NO0445'TAKE LEFT FORK AND GO SOUTH, WEST AND SOUTH ON SURFACED
 NO0445'ROAD FOR 7.1 MILES TO WILDLIFE REFUGE HEADQUATERS ON THE
 NO0445'LEFT, CONTINUE ON SURFACED AND SAND ROAD FOR 0.7 MILE TO
 NO0445'FORKS, TAKE LEFT FORK, CROSSING A SMALL BRIDGE, FOR 0.1
 NO0445'MILE TO FORKS, TAKE RIGHT FORK ON MAIN TRAVELED ROAD FOR
 NO0445'1.4 MILES TO T-ROAD LEFT, CONTINUE ON MAIN ROAD AS PER
 NO0445'SIGN, KENNEDY, FOR 0.9 MILE TO A CATTLE GUARD, CROSS GUARD
 NO0445'AND CONTINUE ON MAIN ROAD FOR 0.25 MILE TO FORKS, TAKE
 NO0445'RIGHT FORK WEST, SOUTH AND WEST FOR 0.6 MILE TO A RANCH
 NO0445'HOUSE ON THE RIGHT, CONTINUE WEST ON MAIN ROAD FOR 0.3
 NO0445'MILE TO A T-ROAD LEFT, TURN LEFT AND FOLLOW MAIN
 NO0445'ROAD SOUTH AND WEST FOR 1.95 MILES TO A WINDMILL ON THE
 NO0445'RIGHT, CONTINUE WEST ON MAIN ROAD FOR 3.2 MILES TO FORKS,
 NO0445'TAKE LEFT FORK SOUTHWEST FOR 0.55 MILE TO FORKS, (THE
 NO0445'AZIMUTH MARK IS SOUTHWEST OF THIS FORKS ABOUT 0.8 MILE NEAR A
 NO0445'FENCE CORNER), TAKE RIGHT FORK ON MAIN ROAD FOR 0.4 MILE,
 NO0445'HERE TURN LEFT OFF OF TRACK ROAD AND PICK WAY TO THE EAST
 NO0445'AND SOUTHEAST FOR 1.0 MILE TO HIGHEST POINT IN PASTURE AND
 NO0445'STATION AS DESCRIBED.
 NO0445'
 NO0445'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LK0499 ***********************************************************************
 LK0499  DESIGNATION -  LAMAR
 LK0499  PID         -  LK0499
 LK0499  STATE/COUNTY-  NE/CHASE
 LK0499  USGS QUAD   -  AMHERST SE (1971)
 LK0499
 LK0499                         *CURRENT SURVEY CONTROL
 LK0499  ___________________________________________________________________
 LK0499* NAD 83(1995)-  40 30 42.97903(N)    102 01 58.33577(W)     ADJUSTED  
 LK0499* NAVD 88     -      1141.0    (meters)    3743.     (feet)  VERTCON   
 LK0499  ___________________________________________________________________
 LK0499  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 LK0499  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 LK0499
 LK0499  HORZ ORDER  -  FIRST
 LK0499
 LK0499.The horizontal coordinates were established by classical geodetic methods
 LK0499.and adjusted by the National Geodetic Survey in August 1997..
 LK0499
 LK0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0499
 LK0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0499
 LK0499.The geoid height was determined by GEOID03.
 LK0499
 LK0499;                    North         East     Units Scale Factor Converg.
 LK0499;SPC NE       -    77,370.862   327,757.624   MT  0.99980770   -1 20 49.8
 LK0499;SPC CO N     -   441,407.371 1,208,165.992   MT  0.99996721   +2 14 24.8
 LK0499;SPC CO N     - 1,448,184.02  3,963,791.26   sFT  0.99996721   +2 14 24.8
 LK0499;UTM  13      - 4,488,810.421   751,389.448   MT  1.00037797   +1 55 42.5
 LK0499;UTM  14      - 4,489,000.077   243,039.754   MT  1.00041284   -1 58 16.5
 LK0499
 LK0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0499!SPC NE       -   0.99982443  x   0.99980770  =   0.99963217
 LK0499!SPC CO N     -   0.99982443  x   0.99996721  =   0.99979165
 LK0499!UTM  13      -   0.99982443  x   1.00037797  =   1.00020234
 LK0499!UTM  14      -   0.99982443  x   1.00041284  =   1.00023720
 LK0499
 LK0499:                Primary Azimuth Mark                     Grid Az
 LK0499:SPC NE       -  LAMAR CHURCH SPIRE                       036 29 36.2
 LK0499:SPC CO N     -  LAMAR CHURCH SPIRE                       032 54 21.6
 LK0499:UTM  13      -  LAMAR CHURCH SPIRE                       033 13 03.9
 LK0499:UTM  14      -  LAMAR CHURCH SPIRE                       037 07 02.9
 LK0499
 LK0499|---------------------------------------------------------------------|
 LK0499| PID    Reference Object                     Distance      Geod. Az  |
 LK0499|                                                           dddmmss.s |
 LK0499| LJ0517 LAMAR CHURCH SPIRE                  APPROX. 8.0 KM 0350846.4 |
 LK0499| LJ0512 IMPERIAL MUNICIPAL TANK             APPROX.33.0 KM 0884603.2 |
 LK0499| LJ0513 IMPERIAL KROTT SCHOREDER ELEV       APPROX.33.1 KM 0894735.7 |
 LK0499| LK0521 MCFARLAND                           APPROX.16.0 KM 1803410.0 |
 LK0499| CP7564 LAMAR AZ MK 2                                      1863539.1 |
 LK0499| CP7563 LAMAR AZ MK                                        1863719.1 |
 LK0499| CP7565 LAMAR RM 1                           39.455 METERS 21619     |
 LK0499| CP7566 LAMAR RM 2                           59.216 METERS 33011     |
 LK0499| LK0487 VENANGO MUNICIPAL TANK              APPROX.28.2 KM 3585145.0 |
 LK0499|---------------------------------------------------------------------|
 LK0499
 LK0499                          SUPERSEDED SURVEY CONTROL
 LK0499
 LK0499  NAD 83(1995)-  40 30 42.97879(N)    102 01 58.33586(W) AD(       ) 1
 LK0499  NAD 83(1986)-  40 30 42.97837(N)    102 01 58.33603(W) AD(       ) 1
 LK0499  NAD 27      -  40 30 42.99400(N)    102 01 56.66900(W) AD(       ) 1
 LK0499  NGVD 29 (07/19/86) 1140.6    (m)         3742.     (f) VERT ANG       
 LK0499
 LK0499.Superseded values are not recommended for survey control.
 LK0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0499.See file dsdata.txt to determine how the superseded data were derived.
 LK0499
 LK0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE5138988810(NAD 83)
 LK0499_MARKER: DS = TRIANGULATION STATION DISK
 LK0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0499
 LK0499  HISTORY     - Date     Condition        Report By
 LK0499  HISTORY     - 1933     MONUMENTED       CGS
 LK0499  HISTORY     - 1969     GOOD             CGS
 LK0499  HISTORY     - 1971     GOOD             NGS
 LK0499  HISTORY     - 1973     GOOD             USGS
 LK0499
 LK0499                          STATION DESCRIPTION
 LK0499
 LK0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LK0499'STATION IS ABOUT 21 MILES W OF IMPERIAL, 17 MILES S OF VENANGO
 LK0499'AND 5 MILES SW OF LAMAR ON A HIGH PROMINENT SAND HILL IN SE
 LK0499'1/4 SEC. 1, T 6 N, R 42 W.
 LK0499'
 LK0499'STATION IS NEAR N END OF HIGHEST RIDGE IN VICINITY AND ABOUT
 LK0499'1/4 MILE N OF SECTION LINE FENCE OF SECTION 1.
 LK0499'
 LK0499'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0499'BRONZE DISKS SET IN CONCRETE.
 LK0499'
 LK0499'REFERENCE MARK NO. 1 IS SW OF STATION ON FIRST KNOLL TO SW.
 LK0499'
 LK0499'REFERENCE MARK NO. 2 IS NNW OF STATION ON W SLOPE OF RIDGE, NEAR
 LK0499'POINT WHERE RIDGE DROPS OFF SHARPLY TO N.
 LK0499'
 LK0499'AZIMUTH MARK IS SSW OF STATION AND ON SAME RIDGE, AND ABOUT
 LK0499'12 FEET N OF S SECTION LINE FENCE OF SECTION 1.
 LK0499'
 LK0499'TO REACH STATION FROM LAMAR, GO W 4.5 MILES TO JOG AT COLORADO
 LK0499'STATE LINE, THENCE S ON STATE LINE ROAD 4.0 MILES.  TURN E 0.25
 LK0499'MILE, THENCE S ON SAND ROAD 1.0 MILE TO CORNER NEAR HOUSE.
 LK0499'FOLLOW SANDY ROAD E 0.25 MILE, FROM HERE PICK WAY UP RIDGE,
 LK0499'E AND NE ABOUT 0.75 MILE, TO POINT NEAR N END OF HIGHEST
 LK0499'RIDGE IN VICINITY AND STATION.
 LK0499'
 LK0499'HEIGHT OF LIGHT ABOVE STATION MARK - 1.12 METERS.
 LK0499
 LK0499                          STATION RECOVERY (1969)
 LK0499
 LK0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0499'R.M. DISTANCES ARE HORIZONTAL.
 LK0499'
 LK0499'DUE TO THE TERRAIN IT WAS NOT POSSIBLE TO MEASURE BETWEEN THE
 LK0499'R.M.S.
 LK0499'
 LK0499'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LK0499'CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE LEANING VERY BADLY AND
 LK0499'THE MARK WAS DESTROYED AT THIS TIME.  AN AZIMUTH MARK 2 WAS
 LK0499'ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.
 LK0499'
 LK0499'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 1, T. 6 N.,
 LK0499'R. 42 W., ON A HIGH PROMINENT SAND HILL AND ON PROPERTY OF MR.
 LK0499'EARNEST MARTIN.  IT IS LOCATED ABOUT 21 MILES WEST OF IMPERIAL,
 LK0499'15-1/2 MILES EAST-SOUTHEAST OF HOLYOKE, COLORADO, 5 MILES
 LK0499'SOUTHWEST OF LAMAR AND 1 MILE EAST OF THE COLORADO-NEBRASKA STATE
 LK0499'LINE.
 LK0499'
 LK0499'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 385 AND 6
 LK0499'IN HOLYOKE, COLORADO, GO EAST ON U.S. HIGHWAY 6 FOR 13.3 MILES TO
 LK0499'THE COLORADO-NEBRASKA STATE LINE.  CONTINUE EAST ON U.S. HIGHWAY 6
 LK0499'FOR 4.1 MILES TO A CROSSROAD AND A CO-OP GAS STATION IN THE
 LK0499'NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO SOUTH ON A
 LK0499'GRAVELED ROAD FOR 3.6 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 LK0499'WEST ON A GRAVELED ROAD FOR 1.15 MILES TO A FORK.  BEAR LEFT
 LK0499'AND GO WEST ON A TRACK ROAD FOR 0.35 MILE TO A WIRE GATE.  PASS
 LK0499'THROUGH THE GATE, GO WEST AND NORTHWEST ON A TRACK ROAD FOR 0.85
 LK0499'MILE TO A FORK.  BEAR LEFT AND CONTINUE WEST ALONG THE SOUTH
 LK0499'SIDE OF A ROW OF TREES FOR 0.5 MILE TO THE WEST END OF THE ROW OF
 LK0499'TREES.  FROM THIS POINT, GO NORTHEAST ACROSS A FIELD TOWARD A
 LK0499'TRIPLE POWER LINE FOR 0.3 MILE TO A WIRE GATE.  PASS THROUGH THE
 LK0499'GATE, CONTINUE NORTH ON A TRACK ROAD FOR 0.3 MILE TO A WIRE
 LK0499'GATE.  (THE AZIMUTH MARK IS 95 PACES WEST OF THIS GATE.) PASS
 LK0499'THROUGH THE GATE, CONTINUE NORTH AND NORTHWEST ON A TRACK ROAD FOR
 LK0499'0.3 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 LK0499'
 LK0499'THE STATION MARK IS A STANDARD DISK STAMPED LAMAR 1933, SET IN
 LK0499'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 8
 LK0499'INCHES ABOVE THE GROUND SURFACE.  IT IS 3.2 FEET NORTH-NORTHWEST OF
 LK0499'A METAL WITNESS POST.
 LK0499'
 LK0499'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LAMAR NO 1 1933, SET
 LK0499'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 LK0499'INCHES ABOVE THE GROUND SURFACE.  IT IS SOUTHWEST OF THE STATION ON
 LK0499'THE FIRST KNOLL TO THE SOUTHWEST.
 LK0499'
 LK0499'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LAMAR NO 2 1933, SET
 LK0499'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 LK0499'INCHES ABOVE THE GROUND SURFACE.  IT IS NORTH-NORTHWEST OF THE
 LK0499'STATION ON THE WEST SLOPE OF RIDGE, NEAR POINT WHERE RIDGE DROPS
 LK0499'OFF SHARPLY TO THE NORTH.
 LK0499'
 LK0499'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAMAR 1933 NO 2 1969,
 LK0499'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LK0499'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.7 FEET EAST OF
 LK0499'A METAL WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST WIRE FENCE.
 LK0499'
 LK0499'HEIGHT OF LIGHT ABOVE STATION MARK 4.7 FEET.
 LK0499
 LK0499                          STATION RECOVERY (1971)
 LK0499
 LK0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (HH)
 LK0499'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO IRREGULAR
 LK0499'TERRAIN.
 LK0499'
 LK0499'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LK0499'
 LK0499'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LK0499'DISKS, SET IN CONCRETE POSTS.
 LK0499'
 LK0499'STATION MARK--DISK PROJECTING 0.5 FEET ABOVE GROUND, AND STAMPED
 LK0499'LAMAR 1933.
 LK0499'
 LK0499'REFERENCE MARK NO. 1--DISK PROJECTING 0.4 FEET ABOVE GROUND, AND
 LK0499'STAMPED LAMAR NO. 1 1933.
 LK0499'
 LK0499'REFERENCE MARK NO. 2--DISK PROJECTING 0.4 FEET ABOVE GROUND, AND
 LK0499'STAMPED LAMAR NO. 2 1933.
 LK0499'
 LK0499'STATION MC FARLAND USC AND GS 1933 IS VISIBLE FROM THE GROUND
 LK0499'AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.  ALL
 LK0499'OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 LK0499
 LK0499                          STATION RECOVERY (1973)
 LK0499
 LK0499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LK0499'STATION MARK, R.M. 1 AND R.M. 2 WERE FOUND IN GOOD CONDITION
 LK0499'AS DESCRIBED.  THE AZIMUTH MARK WAS RESET IN 1969 AND IS STAMPED
 LK0499'LAMAR NO. 2 1933-1969.  NO NOTES AVAILABLE IN FIELD FOR THIS
 LK0499'AZIMUTH MARK.  DISTANCE TO R.M. 1 MISSED -0.14 FT.  R.M. 2
 LK0499'MISSED -0.37 FT.
 LK0499'
 LK0499'DIRECTION TO R.M. 1 MISSED +30.18 SECONDS IN AZIMUTH.  R.M.
 LK0499'2 MISSED +18.43 SECONDS IN AZIMUTH.  NOTES ARE NOT AVAILABLE
 LK0499'IN FIELD SO THERE IS NO CHECK ON THE NEW AZIMUTH MARK.  THE
 LK0499'OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0517 ***********************************************************************
 LJ0517  DESIGNATION -  LAMAR CHURCH SPIRE
 LJ0517  PID         -  LJ0517
 LJ0517  STATE/COUNTY-  NE/PERKINS
 LJ0517  USGS QUAD   -  LAMAR (1973)
 LJ0517
 LJ0517                         *CURRENT SURVEY CONTROL
 LJ0517  ___________________________________________________________________
 LJ0517* NAD 83(1995)-  40 34 15.87744(N)    101 58 41.73818(W)     ADJUSTED  
 LJ0517* NAVD 88     -                                                        
 LJ0517  ___________________________________________________________________
 LJ0517  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 LJ0517  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 LJ0517
 LJ0517  HORZ ORDER  -  THIRD
 LJ0517
 LJ0517.The horizontal coordinates were established by classical geodetic methods
 LJ0517.and adjusted by the National Geodetic Survey in August 1997..
 LJ0517
 LJ0517
 LJ0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0517
 LJ0517.The geoid height was determined by GEOID03.
 LJ0517
 LJ0517;                    North         East     Units Scale Factor Converg.
 LJ0517;SPC NE       -    83,827.522   332,534.090   MT  0.99979052   -1 18 39.6
 LJ0517;SPC CO N     -   448,151.365 1,212,529.897   MT  0.99997244   +2 16 31.8
 LJ0517;SPC CO N     - 1,470,309.94  3,978,108.50   sFT  0.99997244   +2 16 31.8
 LJ0517;UTM  14      - 4,495,408.036   247,889.333   MT  1.00038243   -1 56 17.0
 LJ0517;UTM  13      - 4,495,533.506   755,791.687   MT  1.00040545   +1 57 59.0
 LJ0517
 LJ0517                          SUPERSEDED SURVEY CONTROL
 LJ0517
 LJ0517  NAD 83(1995)-  40 34 15.87779(N)    101 58 41.73761(W) AD(       ) 4
 LJ0517  NAD 83(1986)-  40 34 15.87607(N)    101 58 41.73761(W) AD(       ) 4
 LJ0517  NAD 27      -  40 34 15.90000(N)    101 58 40.08000(W) AD(       ) 3
 LJ0517
 LJ0517.Superseded values are not recommended for survey control.
 LJ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0517.See file dsdata.txt to determine how the superseded data were derived.
 LJ0517
 LJ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK4788995408(NAD 83)
 LJ0517_MARKER: 90 = CHURCH SPIRE
 LJ0517
 LJ0517  HISTORY     - Date     Condition        Report By
 LJ0517  HISTORY     - 1933     FIRST OBSERVED   CGS
 LJ0517
 LJ0517                          STATION DESCRIPTION
 LJ0517
 LJ0517'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0779 ***********************************************************************
 NN0779  DESIGNATION -  LAMB
 NN0779  PID         -  NN0779
 NN0779  STATE/COUNTY-  NE/ROCK
 NN0779  USGS QUAD   -  RIVERVIEW (1974)
 NN0779
 NN0779                         *CURRENT SURVEY CONTROL
 NN0779  ___________________________________________________________________
 NN0779* NAD 83(1995)-  42 39 59.82987(N)    099 32 16.96868(W)     ADJUSTED  
 NN0779* NAVD 88     -       703.     (meters)    2306.     (feet)  SCALED    
 NN0779  ___________________________________________________________________
 NN0779  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 NN0779  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 NN0779
 NN0779  HORZ ORDER  -  FIRST
 NN0779
 NN0779.The horizontal coordinates were established by classical geodetic methods
 NN0779.and adjusted by the National Geodetic Survey in August 1997..
 NN0779
 NN0779.The orthometric height was scaled from a topographic map.
 NN0779
 NN0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0779
 NN0779.The geoid height was determined by GEOID03.
 NN0779
 NN0779;                    North         East     Units Scale Factor Converg.
 NN0779;SPC NE       -   314,689.941   537,865.793   MT  0.99986425   +0 18 22.1
 NN0779;UTM  14      - 4,723,934.840   455,908.281   MT  0.99962392   -0 21 52.8
 NN0779
 NN0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0779!SPC NE       -   0.99989340  x   0.99986425  =   0.99975767
 NN0779!UTM  14      -   0.99989340  x   0.99962392  =   0.99951736
 NN0779
 NN0779|---------------------------------------------------------------------|
 NN0779| PID    Reference Object                     Distance      Geod. Az  |
 NN0779|                                                           dddmmss.s |
 NN0779| CO3914 LAMB RM 1                            33.290 METERS 09028     |
 NN0779| NN0732 NEWPORT MUNICIPAL TANK              APPROX.18.7 KM 1121933.2 |
 NN0779| NN0731 NEWPORT STACK                       APPROX.18.4 KM 1125825.7 |
 NN0779| NN0730 NEWPORT CATHOLIC CHURCH CROSS       APPROX.18.3 KM 1134101.6 |
 NN0779| NN0783 BASSETT HIGH SCHOOL CHIMNEY         APPROX. 9.8 KM 1762858.1 |
 NN0779| NN0781 BASSETT MUNICIPAL TANK              APPROX. 8.8 KM 1792737.4 |
 NN0779| CO3913 LAMB AZ MK                                         1810125.4 |
 NN0779| NN0542 K 36                                               1820831.8 |
 NN0779| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.29.9 KM 2442127.9 |
 NN0779| CO3915 LAMB RM 2                            29.855 METERS 26743     |
 NN0779|---------------------------------------------------------------------|
 NN0779
 NN0779                          SUPERSEDED SURVEY CONTROL
 NN0779
 NN0779  NAD 83(1986)-  42 39 59.83667(N)    099 32 16.97851(W) AD(       ) 1
 NN0779  NAD 27      -  42 39 59.83300(N)    099 32 15.55700(W) AD(       ) 1
 NN0779
 NN0779.Superseded values are not recommended for survey control.
 NN0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0779.See file dsdata.txt to determine how the superseded data were derived.
 NN0779
 NN0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5590823935(NAD 83)
 NN0779_MARKER: DS = TRIANGULATION STATION DISK
 NN0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0779_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NN0779
 NN0779  HISTORY     - Date     Condition        Report By
 NN0779  HISTORY     - 1934     MONUMENTED       CGS
 NN0779  HISTORY     - 1948     GOOD             CGS
 NN0779  HISTORY     - 1949     GOOD             CGS
 NN0779
 NN0779                          STATION DESCRIPTION
 NN0779
 NN0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0779'STATION IS LOCATED 400 FEET EAST OF CORNER OF SEC. 9, 10, 15,
 NN0779'16 ON SEC. LINE BETWEEN 10 AND 15.
 NN0779'
 NN0779'FROM RAILROAD CROSSING IN BASSET GO NORTH ON U.S. HIGHWAY 83
 NN0779'AND U.S. TEMPORARY HIGHWAY 20 FOR 0.45 MILE TO JUNCTION OF
 NN0779'20 AND 83.  BEAR LEFT, KEEPING TO U.S. HIGHWAY 83 FOR 4 MILES
 NN0779'TO WHERE U.S. HIGHWAY 83 TURNS WEST, CONTINUE STRAIGHT AHEAD
 NN0779'(NORTH) ON DIM ROAD FOR 1 MILE TO SECTION CORNER AT SIDE ROAD.
 NN0779'TURN RIGHT ON DIM SIDE ROAD AND GO EAST TO FIRST RISE IN GROUND
 NN0779'(400 FEET) AND STATION IN SECTION-LINE FENCE.
 NN0779'
 NN0779'REFERENCE MARK NO. 1 IS SET IN SECTION-LINE FENCE BETWEEN
 NN0779'SECTIONS 10 AND 15, 300 FEET EAST OF SECTION CORNER.
 NN0779'
 NN0779'REFERENCE MARK NO. 2 IS SET IN SECTION-LINE FENCE BETWEEN
 NN0779'SECTIONS 10 AND 15, 509 FEET EAST OF SECTION CORNER.
 NN0779'
 NN0779'AZIMUTH MARK IS 2.8 MILES SOUTH OF STATION ALONG EAST SIDE
 NN0779'OF UNITED STATES HIGHWAY 83.  MARK IS SET AT EAST EDGE
 NN0779'RIGHT-OF-WAY ATOP A SMALL KNOLL, 40 FEET EAST OF CENTERLINE
 NN0779'OF HIGHWAY.
 NN0779'
 NN0779'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NN0779
 NN0779                          STATION RECOVERY (1948)
 NN0779
 NN0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NN0779'LETTER OF MR. ARMOND KUEHN, BASSETT, NEBRASKA DATED OCT. 13,
 NN0779'1948--
 NN0779'
 NN0779'THE AZIMUTH MARK WAS REMOVED DUE TO HIGHWAY CONSTRUCTION.  A
 NN0779'NEW AZIMUTH MARK STAMPED LAMB 1948 WAS SET IN THE ORIGINAL
 NN0779'POSITION.
 NN0779'
 NN0779'REFERENCE MARK DISK STAMPED LAMB AZI 1934 WAS RECEIVED AT THIS
 NN0779'OFFICE 12/28/48.
 NN0779
 NN0779                          STATION RECOVERY (1949)
 NN0779
 NN0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0779'THE STATION, NOTES 1B AND 7A AND REFERENCE MARKS NOS 1 AND
 NN0779'2, NOTES 11B RECOVERED AND FOUND IN GOOD CONDITION.  THE
 NN0779'AZIMUTH MARK WAS DESTROYED DUE TO WIDENING OF HIGHWAY.  BENCH
 NN0779'MARK K 36 WAS USED AS THE AZIMUTH MARK.  THE MEASUREMENTS FROM
 NN0779'THE STATION TO THE REFERENCE MARKS AND FROM REFERENCE MARKS TO
 NN0779'SECTION CORNER WERE FOUND TO BE REVERSED.
 NN0779'
 NN0779'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0779'
 NN0779'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OF BASSETT AND
 NN0779'1.05 MILES NORTH-NORTHEAST OF U.S. HIGHWAY 183 ON THE NORTH
 NN0779'SIDE OF AN EAST-WEST FENCE LINE AND ON LAND OWNED BY MR. IRWIN
 NN0779'MERRITT.  IT IS 398 FEET EAST OF FENCE CORNER, 6-1/2 FEET
 NN0779'EAST OF GATE POST, 1 FOOT NORTH OF FENCE LINE AND WITNESS
 NN0779'POST.  IT IS STAMPED LAMB 1934 AND SET FLUSH WITH THE GROUND
 NN0779'SURFACE.
 NN0779'
 NN0779'REFERENCE MARK NO 1 IS EAST OF THE STATION, 2 FEET SOUTH OF
 NN0779'EAST-WEST FENCE LINE AND 8 FEET NORTH OF THE CENTER OF FIELD
 NN0779'ROAD.  IT IS STAMPED LAMB NO 1 1934 AND PROJECTS 4 INCHES.
 NN0779'
 NN0779'REFERENCE MARK NO 2 IS WEST OF THE STATION, 1 FOOT SOUTH OF
 NN0779'EAST-WEST FENCE LINE AND 6 FEET NORTH OF THE CENTER OF FIELD
 NN0779'ROAD.  IT IS STAMPED LAMB NO 2 1934 AND PROJECTS 5 INCHES.
 NN0779'
 NN0779'BENCH MARK K 36 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT
 NN0779'1.35 MILES SOUTH OF THE STATION, 40 FEET EAST OF THE CENTER
 NN0779'OF U.S. HIGHWAY 183, 20 FEET WEST OF FENCE CORNER AND 2 FEET
 NN0779'SOUTHEAST OF WITNESS POST.  IT IS STAMPED K 36 1934 AND PROJECTS
 NN0779'6 INCHES.
 NN0779'
 NN0779'TO REACH THE STATION FROM THE RAILROAD STATION IN BASSETT, GO
 NN0779'NORTH ON U.S. HIGHWAY 183 FOR 4.2 MILES TO BENCH MARK K 36 ON
 NN0779'THE RIGHT AS DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR 0.3 MILE
 NN0779'TO CROSSROAD AND HIGHWAY MAKES A LEFT TURN, CONTINUE STRAIGHT
 NN0779'AHEAD NORTH ON SECTION LINE ROAD FOR 1.05 MILES TO TRACK ROAD
 NN0779'RIGHT, TURN RIGHT AND GO EAST ON SOUTH SIDE OF FENCE LINE FOR
 NN0779'0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NN0779'
 NN0779'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER
 NN0779'
 NN0779'A 4 FOOT SIGNAL AT STATION BASSETT 1934 IS VISIBLE AT 4 FEET
 NN0779'
 NN0779'A 74 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 4 FEET
 NN0779'
 NN0779'A 4 FOOT SIGNAL AT STATION CUBA IS VISIBLE AT 50 FEET
 NN0779'
 NN0779'A 4 FOOT SIGNAL AT STATION RIVERVIEW IS VISIBLE AT 4 FEET
 NN0779'
 NN0779'AN 87 FOOT SIGNAL AT STATION WYMAN IS VISIBLE AT 4 FEET
 NN0779'
 NN0779'AN 87 FOOT SIGNAL AT STATION SIMPSON 1934 IS VISIBLE AT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0349 ***********************************************************************
 LG0349  DESIGNATION -  LAND
 LG0349  PID         -  LG0349
 LG0349  STATE/COUNTY-  NE/GAGE
 LG0349  USGS QUAD   -  CORTLAND (1964)
 LG0349
 LG0349                         *CURRENT SURVEY CONTROL
 LG0349  ___________________________________________________________________
 LG0349* NAD 83(1995)-  40 31 00.72990(N)    096 38 22.35410(W)     ADJUSTED  
 LG0349* NAVD 88     -       430.794  (meters)    1413.36   (feet)  ADJUSTED  
 LG0349  ___________________________________________________________________
 LG0349  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 LG0349  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 LG0349  DYNAMIC HT  -         430.582 (meters)    1412.67  (feet)  COMP
 LG0349  MODELED GRAV-     980,120.2   (mgal)                       NAVD 88
 LG0349
 LG0349  HORZ ORDER  -  SECOND
 LG0349  VERT ORDER  -  SECOND    CLASS 0
 LG0349
 LG0349.The horizontal coordinates were established by classical geodetic methods
 LG0349.and adjusted by the National Geodetic Survey in August 1997..
 LG0349
 LG0349.The orthometric height was determined by differential leveling
 LG0349.and adjusted by the National Geodetic Survey in June 1991..
 LG0349
 LG0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0349
 LG0349.The geoid height was determined by GEOID03.
 LG0349
 LG0349.The dynamic height is computed by dividing the NAVD 88
 LG0349.geopotential number by the normal gravity value computed on the
 LG0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0349.degrees latitude (g = 980.6199 gals.).
 LG0349
 LG0349.The modeled gravity was interpolated from observed gravity values.
 LG0349
 LG0349;                    North         East     Units Scale Factor Converg.
 LG0349;SPC NE       -    81,426.025   784,660.204   MT  0.99980622   +2 13 37.1
 LG0349;UTM  14      - 4,487,804.153   699,969.463   MT  1.00009224   +1 32 02.5
 LG0349
 LG0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0349!SPC NE       -   0.99993659  x   0.99980622  =   0.99974282
 LG0349!UTM  14      -   0.99993659  x   1.00009224  =   1.00002883
 LG0349
 LG0349:                Primary Azimuth Mark                     Grid Az
 LG0349:SPC NE       -  LAND AZ MK                               215 10 12.0
 LG0349:UTM  14      -  LAND AZ MK                               215 51 46.6
 LG0349
 LG0349|---------------------------------------------------------------------|
 LG0349| PID    Reference Object                     Distance      Geod. Az  |
 LG0349|                                                           dddmmss.s |
 LG0349| CL7266 LAND AZ MK                                         2172349.1 |
 LG0349| LG0351 LAND RM 1                            54.069 METERS 23433     |
 LG0349| LG1150 CORTLAND MUNICIPAL TANK             APPROX. 5.7 KM 2614922.7 |
 LG0349| LG0346 CORT                                APPROX. 2.3 KM 2623730.5 |
 LG0349| LG0350 LAND RM 2                            22.535 METERS 28238     |
 LG0349|---------------------------------------------------------------------|
 LG0349
 LG0349                          SUPERSEDED SURVEY CONTROL
 LG0349
 LG0349  NAD 83(1986)-  40 31 00.73837(N)    096 38 22.35194(W) AD(       ) 2
 LG0349  NGVD 29 (??/??/92)  430.686  (m)         1413.01   (f) ADJ UNCH    2 0
 LG0349
 LG0349.Superseded values are not recommended for survey control.
 LG0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0349.See file dsdata.txt to determine how the superseded data were derived.
 LG0349
 LG0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9996987804(NAD 83)
 LG0349_MARKER: DS = TRIANGULATION STATION DISK
 LG0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0349_SP_SET: SQUARE CONCRETE MONUMENT
 LG0349_STAMPING: LAND 1961
 LG0349_MARK LOGO: CGS   
 LG0349_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LG0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0349+STABILITY: SURFACE MOTION
 LG0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0349+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 LG0349
 LG0349  HISTORY     - Date     Condition        Report By
 LG0349  HISTORY     - 1961     MONUMENTED       CGS
 LG0349  HISTORY     - 19920901 GOOD             NGS
 LG0349
 LG0349                          STATION DESCRIPTION
 LG0349
 LG0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0349'4.2 MI NE FROM CORTLAND.
 LG0349'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0349'AT CORTLAND TO THE MISSILE ROAD, THEN 3.35 MILES EAST ALONG THE
 LG0349'MISSILE ROAD, THEN 0.6 MILE NORTH THROUGH THE GUARD GATE TO THE
 LG0349'EAST SIDE OF THE SILO, 177.3 FEET NORTHEAST OF RM 1, 73.9 FEET
 LG0349'EAST OF RM 2, 73.9 FEET EAST OF A WATER TANK, SET IN THE TOP OF A
 LG0349'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 LG0349
 LG0349                          STATION RECOVERY (1992)
 LG0349
 LG0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG0349'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION BUT IS NOW
 LG0349'RECESSED 14 INCHES BELOW THE GROUND SURFACE.  REFERENCE MARK 2 AND
 LG0349'THE AZIMUTH MARK WERE ALSO RECOVERED.  REFERENCE MARK 2 AND THE
 LG0349'AZIMUTH MARK ARE IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN
 LG0349'DESTROYED.  IT WAS REPLACED WITH REFERENCE MARK 3 AT THIS TIME.  A
 LG0349'NEW DESCRIPTION FOR THE STATION FOLLOWS.  THE STATION IS LOCATED
 LG0349'ABOUT 12.07 KM (7.50 MI) SOUTH FROM HICKMAN, 5.63 KM (3.50 MI)
 LG0349'EAST-NORTHEAST FROM CORTLAND AND 0.8 KM (0.5 MI) SOUTH FROM THE
 LG0349'LANCASTER-GAGE COUNTY LINE, NEAR THE CENTER OF SECTION 4, T6N, R7E
 LG0349'AND AT AN ABANDONED MISSILE SITE ON PROPERTY OWNED BY THE PRAIRIE
 LG0349'ASTRONOMY CLUB, P.O. BOX 80553, LINCOLN, NEBRASKA 68501.  FOR
 LG0349'PERMISSION TO USE THE STATION AND TO OBTAIN A KEY TO A LOCKED GATE,
 LG0349'CONTACT ERIK HUBL, 624 SOUTH 51ST STREET, LINCOLN, NEBRASKA 68510.
 LG0349'TELEPHONE 402 471 8336, WORK OR 402 488 1698, HOME, FROM THE CORTLAND
 LG0349'POST OFFICE, GO EAST ON WEST 4TH STREET FOR 0.16 KM (0.10 MI) TO U.S.
 LG0349'HIGHWAY 77.  TURN LEFT AND GO NORTH ON HIGHWAY 77 FOR 0.32 KM (0.20
 LG0349'MI) TO THE CORTLAND MUNICIPAL WATER TANK ON THE LEFT AND EAST 1ST
 LG0349'STREET ON THE RIGHT.  TURN RIGHT AND GO EAST ON EAST 1ST STREET AND A
 LG0349'PAVED ROAD FOR 4.99 KM (3.10 MI) TO A CROSSROAD AND THE AZIMUTH MARK
 LG0349'IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE EAST ON THE
 LG0349'PAVED ROAD FOR 0.89 KM (0.55 MI) TO AN OLD PAVED ROAD ON THE LEFT.
 LG0349'TURN LEFT, PASSING THROUGH A LOCKED GATE, AND GO NORTH ON THE OLD
 LG0349'ROAD FOR 0.97 KM (0.60 MI) TO A CURVE LEFT AND WEST.  CONTINUE WEST
 LG0349'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT, ABOUT 61 M (200.1
 LG0349'FT) NORTHEAST FROM A OLD MISSLE SILO, IN TOP OF A SQUARE CONCRETE
 LG0349'MONUMENT THAT IS RECESSED 0.36 M (1.18 FT) BELOW THE GROUND SURFACE.
 LG0349'IT IS 54.07 M (177.39 FT) NORTHEAST FROM REFERENCE MARK 3, 22.52 M
 LG0349'(73.88 FT) EAST FROM REFERENCE MARK 2, 16.31 M (53.51 FT) SOUTHEAST
 LG0349'FROM THE SOUTHEAST CORNER OF THE EAST ONE OF 2 VERY LARGE CONCRETE
 LG0349'SLABS, 10.21 M (33.50 FT) NORTH FROM THE CENTERLINE OF THE OLD ROAD,
 LG0349'9.94 M (32.61 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF AN OLD,
 LG0349'CONCRETE ELECTRICAL JUNCTION BOX THAT HAS 4 PIPES PROTRUDING AND 0.61
 LG0349'M (2.00 FT) SOUTH FROM A WITNESS POST.  2 SMALL MAGNETS WERE PLACED
 LG0349'AT THE EAST SIDE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0348 ***********************************************************************
 LG0348  DESIGNATION -  LAND AZ MK
 LG0348  PID         -  LG0348
 LG0348  STATE/COUNTY-  NE/GAGE
 LG0348  USGS QUAD   -  CORTLAND (1964)
 LG0348
 LG0348                         *CURRENT SURVEY CONTROL
 LG0348  ___________________________________________________________________
 LG0348* NAD 83(1986)-  40 30 31.     (N)    096 38 51.     (W)     SCALED    
 LG0348* NAVD 88     -       434.786  (meters)    1426.46   (feet)  ADJUSTED  
 LG0348  ___________________________________________________________________
 LG0348  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 LG0348  DYNAMIC HT  -         434.571 (meters)    1425.76  (feet)  COMP
 LG0348  MODELED GRAV-     980,116.7   (mgal)                       NAVD 88
 LG0348
 LG0348  VERT ORDER  -  SECOND    CLASS 0
 LG0348
 LG0348.The horizontal coordinates were scaled from a topographic map and have
 LG0348.an estimated accuracy of +/- 6 seconds.
 LG0348
 LG0348.The orthometric height was determined by differential leveling
 LG0348.and adjusted by the National Geodetic Survey in June 1991..
 LG0348
 LG0348.The geoid height was determined by GEOID03.
 LG0348
 LG0348.The dynamic height is computed by dividing the NAVD 88
 LG0348.geopotential number by the normal gravity value computed on the
 LG0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0348.degrees latitude (g = 980.6199 gals.).
 LG0348
 LG0348.The modeled gravity was interpolated from observed gravity values.
 LG0348
 LG0348;                    North         East    Units  Estimated Accuracy
 LG0348;SPC NE       -    80,480.      784,020.      MT  (+/- 180 meters Scaled)
 LG0348
 LG0348                          SUPERSEDED SURVEY CONTROL
 LG0348
 LG0348  NGVD 29 (??/??/92)  434.676  (m)         1426.10   (f) ADJ UNCH    2 0
 LG0348
 LG0348.Superseded values are not recommended for survey control.
 LG0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0348.See file dsdata.txt to determine how the superseded data were derived.
 LG0348
 LG0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK993868(NAD 83)
 LG0348_MARKER: DZ = AZIMUTH MARK DISK
 LG0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0348_SP_SET: CONCRETE POST
 LG0348_STAMPING: LAND 1961
 LG0348_MARK LOGO: CGS   
 LG0348_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0348+STABILITY: SURFACE MOTION
 LG0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0348+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 LG0348
 LG0348  HISTORY     - Date     Condition        Report By
 LG0348  HISTORY     - 1961     MONUMENTED       CGS
 LG0348  HISTORY     - 1985     GOOD             NGS
 LG0348  HISTORY     - 19920901 GOOD             NGS
 LG0348
 LG0348                          STATION DESCRIPTION
 LG0348
 LG0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0348'3.1 MI NE FROM CORTLAND.
 LG0348'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0348'AT CORTLAND, THENCE 2.9 MILES EAST ALONG THE MISSILE ROAD, 120
 LG0348'FEET SOUTHEAST OF THE CENTER OF A CROSSING, 102 FEET EAST OF THE
 LG0348'CENTER OF A GRAVEL ROAD, 51 FEET SOUTH OF THE CENTER OF THE
 LG0348'MISSILE ROAD, 2.6 FEET WEST OF A POWER POLE WITH ONE GUY WIRE,
 LG0348'ABOUT LEVEL WITH THE ROAD, 1.5 FEET SOUTH OF A METAL WITNESS
 LG0348'POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0348'10 INCHES ABOVE GROUND.
 LG0348
 LG0348                          STATION RECOVERY (1985)
 LG0348
 LG0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG0348'0.32 KM (0.2 MI) NORTH ALONG U.S. HIGHWAY 77, FROM THE POST OFFICE IN
 LG0348'CORTLAND, THENCE 4.99 KM (3.1 MI) RIGHT AND EAST ALONG EAST FIRST
 LG0348'STREET AND A PAVED ROAD, TO THE MARK ON THE RIGHT, IN THE SOUTHEAST
 LG0348'ANGLE OF THE INTERSECTION WITH A GRAVELED ROAD, 36.6 M (120 FT)
 LG0348'SOUTHEAST FROM THE CENTER OF THE INTERSECTION 31.1 M (102 .0 FT) EAST
 LG0348'FROM THE CENTERLINE OF THE GRAVELED ROAD, 15.5 M (51.0 FT) SOUTH FROM
 LG0348'THE CENTERLINE OF THE PAVED ROAD, 0.79 M (2.6 M (51.0 FT) SOUTH FROM
 LG0348'THE CENTERLINE OF THE PAVED ROAD, 0.79 M (2.6 FT) WEST FROM A
 LG0348'POWERLINE POLE.
 LG0348
 LG0348                          STATION RECOVERY (1992)
 LG0348
 LG0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0350 ***********************************************************************
 LG0350  DESIGNATION -  LAND RM 2
 LG0350  PID         -  LG0350
 LG0350  STATE/COUNTY-  NE/GAGE
 LG0350  USGS QUAD   -  CORTLAND (1964)
 LG0350
 LG0350                         *CURRENT SURVEY CONTROL
 LG0350  ___________________________________________________________________
 LG0350* NAD 83(1986)-  40 31 00.     (N)    096 38 27.     (W)     SCALED    
 LG0350* NAVD 88     -       431.779  (meters)    1416.59   (feet)  ADJUSTED  
 LG0350  ___________________________________________________________________
 LG0350  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 LG0350  DYNAMIC HT  -         431.567 (meters)    1415.90  (feet)  COMP
 LG0350  MODELED GRAV-     980,120.4   (mgal)                       NAVD 88
 LG0350
 LG0350  VERT ORDER  -  SECOND    CLASS 0
 LG0350
 LG0350.The horizontal coordinates were scaled from a topographic map and have
 LG0350.an estimated accuracy of +/- 6 seconds.
 LG0350
 LG0350.The orthometric height was determined by differential leveling
 LG0350.and adjusted by the National Geodetic Survey in June 1991..
 LG0350
 LG0350.The geoid height was determined by GEOID03.
 LG0350
 LG0350.The dynamic height is computed by dividing the NAVD 88
 LG0350.geopotential number by the normal gravity value computed on the
 LG0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0350.degrees latitude (g = 980.6199 gals.).
 LG0350
 LG0350.The modeled gravity was interpolated from observed gravity values.
 LG0350
 LG0350;                    North         East    Units  Estimated Accuracy
 LG0350;SPC NE       -    81,400.      784,550.      MT  (+/- 180 meters Scaled)
 LG0350
 LG0350                          SUPERSEDED SURVEY CONTROL
 LG0350
 LG0350  NGVD 29 (??/??/92)  431.671  (m)         1416.24   (f) ADJ UNCH    2 0
 LG0350
 LG0350.Superseded values are not recommended for survey control.
 LG0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0350.See file dsdata.txt to determine how the superseded data were derived.
 LG0350
 LG0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK998877(NAD 83)
 LG0350_MARKER: DR = REFERENCE MARK DISK
 LG0350_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0350+WITH SETTING: PAVEMENT
 LG0350_SP_SET: WATER TANK FOUNDATION
 LG0350_STAMPING: LAND NO 2 1961
 LG0350_MARK LOGO: CGS   
 LG0350_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0350+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 LG0350
 LG0350  HISTORY     - Date     Condition        Report By
 LG0350  HISTORY     - 1961     MONUMENTED       CGS
 LG0350  HISTORY     - 19920901 POOR             NGS
 LG0350
 LG0350                          STATION DESCRIPTION
 LG0350
 LG0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0350'4.2 MI NE FROM CORTLAND.
 LG0350'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0350'AT CORTLAND, THENCE 3.55 MILES EAST ALONG A GRAVEL ROAD, THENCE
 LG0350'0.6 MILE NORTH TO THE EAST SIDE OF THE SILO, 120 FEET NORTHEAST
 LG0350'OF R.M. 1, 73.9 FEET WEST OF A TRIANGULATION STATION, SET IN THE
 LG0350'NORTHEAST CORNER OF A WATER TANK FOUNDATION.
 LG0350
 LG0350                          STATION RECOVERY (1992)
 LG0350
 LG0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG0350'ABOUT 5.63 KM (3.50 MI) EAST-NORTHEAST FROM CORTLAND, 0.8 KM (0.5 MI)
 LG0350'SOUTH FROM THE LANCASTER-GAGE COUNTY LINE, AT AN ABANDONED MISSILE
 LG0350'SITE, NEAR THE CENTER OF SEC4, T6N, R7E AND ON PROPERTY OWNED BY THE
 LG0350'PRAIRIE ASTRONOMY CLUB, P.O. BOX 80553, LINCOLN, NEBRASKA 68501.
 LG0350'FOR PERMISSION TO USE THE MARK AND TO OBTAIN A KEY TO A LOCKED GATE
 LG0350'CONTACT ERIK HUBL, 624 SOUTH 51ST STREET, LINCOLN, NEBRASKA 68510.
 LG0350'TELEPHONE 402 471 8336 WORK, OR 402 488 1698, HOME.  FROM THE
 LG0350'CORTLAND POST OFFICE, GO EAST ON WEST 4TH STREET FOR 0.16 KM (0.10
 LG0350'MI) TO U.S. HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE HIGHWAY FOR
 LG0350'0.32 KM (0.20 MI) TO EAST 1ST STREET.  TURN RIGHT AND GO EAST ON EAST
 LG0350'1ST STREET AND A PAVED ROAD FOR 5.87 KM (3.65 MI) TO AN OLD ROAD ON
 LG0350'THE LEFT.  TURN LEFT, PASS THROUGH A LOCKED GATE AND GO NORTH ON THE
 LG0350'OLD ROAD FOR 0.97 KM (0.60 MI) TO A CURVE LEFT AND WEST.  CONTINUE
 LG0350'WEST FOR 0.08 KM (0.05 MI) TO THE MARK ON THE RIGHT, ABOUT 45.7 M
 LG0350'(149.9 FT) NORTH-NORTHEAST FROM THE CENTER OF AN OLD MISSLE SILO, IN
 LG0350'THE NORTHEAST CORNER OF A 15 BY 15 FOOT CONCRETE FOUNDATION FOR A
 LG0350'WATER TANK, IT IS 139.33 FT (42.47 M) NORTH FROM REFERENCE MARK 3,
 LG0350'22.52 M (73.88 FT) WEST FROM THE STATION MARK AND 10.2 M (33.5 FT)
 LG0350'NORTH FROM THE CENTERLINE OF THE OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1404 ***********************************************************************
 LG1404  DESIGNATION -  LAND RM 3
 LG1404  PID         -  LG1404
 LG1404  STATE/COUNTY-  NE/GAGE
 LG1404  USGS QUAD   -  CORTLAND (1964)
 LG1404
 LG1404                         *CURRENT SURVEY CONTROL
 LG1404  ___________________________________________________________________
 LG1404* NAD 83(1986)-  40 31 00.     (N)    096 38 25.     (W)     SCALED    
 LG1404* NAVD 88     -       432.08   (meters)    1417.6    (feet)  RESET     
 LG1404  ___________________________________________________________________
 LG1404  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 LG1404
 LG1404  VERT ORDER  -  THIRD
 LG1404
 LG1404.The horizontal coordinates were scaled from a topographic map and have
 LG1404.an estimated accuracy of +/- 6 seconds.
 LG1404
 LG1404.The orthometric height was computed from unverified reset data.
 LG1404.No vertical observational check was made to the station.
 LG1404
 LG1404.The geoid height was determined by GEOID03.
 LG1404
 LG1404;                    North         East    Units  Estimated Accuracy
 LG1404;SPC NE       -    81,400.      784,600.      MT  (+/- 180 meters Scaled)
 LG1404
 LG1404                          SUPERSEDED SURVEY CONTROL
 LG1404
 LG1404.No superseded survey control is available for this station.
 LG1404
 LG1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK999877(NAD 83)
 LG1404_MARKER: DR = REFERENCE MARK DISK
 LG1404_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1404_SP_SET: MISSLE SILO
 LG1404_STAMPING: LAND 1961 NO 3 1992
 LG1404_MARK LOGO: NGS   
 LG1404_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1404+STABILITY: POSITION/ELEVATION WELL
 LG1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1404+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1404
 LG1404  HISTORY     - Date     Condition        Report By
 LG1404  HISTORY     - 1992     MONUMENTED       NGS
 LG1404
 LG1404                          STATION DESCRIPTION
 LG1404
 LG1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1404'ABOUT 5.63 KM (3.50 MI) EAST-NORTHEAST FROM CORTLAND, 0.8 KM (0.5 MI)
 LG1404'SOUTH FROM THE LANCASTER-GAGE COUNTY LINE, AT AN ABANDONED MISSILE
 LG1404'SITE, NEAR THE CENTER OF SEC4, T6N, R7E AND ON PROPERTY OWNED BY THE
 LG1404'PRAIRIE ASTRONOMY CLUB, P.O. BOX 80553, LINCOLN, NEBRASKA 68501.
 LG1404'FOR PERMISSION TO USE THE MARK AND TO OBTAIN A KEY TO A LOCKED GATE
 LG1404'CONTACT ERIK HUBL, 624 SOUTH 51ST STREET, LINCOLN, NEBRASKA 68508,
 LG1404'TELEPHONE 402 471 8336, WORK OR 402 488 1698, HOME.  FROM THE
 LG1404'CORTLAND POST OFFICE, GO EAST ON WEST 4TH STREET FOR 0.16 KM (0.10
 LG1404'MI) TO U.S. HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE HIGHWAY FOR
 LG1404'0.32 KM (0.20 MI) TO EAST 1ST STREET.  TURN RIGHT AND GO EAST ON EAST
 LG1404'1ST STREET AND A PAVED ROAD FOR 5.87 KM (3.65 MI) TO AN OLD ROAD ON
 LG1404'THE LEFT.  TURN LEFT, PASS THROUGH A LOCKED GATE AND GO NORTH ON THE
 LG1404'OLD ROAD FOR 0.97 KM (0.60 MI) TO A CURVE LEFT AND WEST.  CONTINUE
 LG1404'WEST FOR 0.08 KM (0.05 MI) TO THE MARK IN SOUTHEAST SIDE OF AN OLD
 LG1404'MISSLE SILO, IN THE SOUTHEAST RADIUS OF THE OLD SILO.  IT IS 139.33
 LG1404'FT (42.47 M) SOUTH FROM REFERENCE MARK 2 AND 54.07 M (177.39 FT)
 LG1404'SOUTHWEST FROM THE STATION MARK.  A LEVEL TIE WAS MADE FROM THE
 LG1404'STATION MARK TO THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1078 ***********************************************************************
 LG1078  DESIGNATION -  LANHAM
 LG1078  PID         -  LG1078
 LG1078  STATE/COUNTY-  NE/GAGE
 LG1078  USGS QUAD   -  DILLER (1970)
 LG1078
 LG1078                         *CURRENT SURVEY CONTROL
 LG1078  ___________________________________________________________________
 LG1078* NAD 83(1995)-  40 00 05.67162(N)    096 54 09.69616(W)     ADJUSTED  
 LG1078* NAVD 88     -       445.     (meters)    1460.     (feet)  SCALED    
 LG1078  ___________________________________________________________________
 LG1078  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 LG1078  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 LG1078
 LG1078  HORZ ORDER  -  SECOND
 LG1078
 LG1078.The horizontal coordinates were established by classical geodetic methods
 LG1078.and adjusted by the National Geodetic Survey in August 1997..
 LG1078
 LG1078.The orthometric height was scaled from a topographic map.
 LG1078
 LG1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1078
 LG1078.The geoid height was determined by GEOID03.
 LG1078
 LG1078;                    North         East     Units Scale Factor Converg.
 LG1078;SPC NE       -    23,418.127   764,428.123   MT  0.99999929   +2 03 09.3
 LG1078;SPC KS N     -   185,772.503   493,702.799   MT  1.00004270   +0 41 39.4
 LG1078;UTM  14      - 4,430,038.858   679,028.375   MT  0.99999458   +1 20 54.7
 LG1078
 LG1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1078!SPC NE       -   0.99993443  x   0.99999929  =   0.99993372
 LG1078!SPC KS N     -   0.99993443  x   1.00004270  =   0.99997713
 LG1078!UTM  14      -   0.99993443  x   0.99999458  =   0.99992901
 LG1078
 LG1078:                Primary Azimuth Mark                     Grid Az
 LG1078:SPC NE       -  ODELL MUNICIPAL TANK                     052 49 35.9
 LG1078:SPC KS N     -  ODELL MUNICIPAL TANK                     054 11 05.8
 LG1078:UTM  14      -  ODELL MUNICIPAL TANK                     053 31 50.5
 LG1078
 LG1078|---------------------------------------------------------------------|
 LG1078| PID    Reference Object                     Distance      Geod. Az  |
 LG1078|                                                           dddmmss.s |
 LG1078| LG1075 ODELL MUNICIPAL TANK                APPROX.10.2 KM 0545245.2 |
 LG1078| LG1069 WYMORE MUNICIPAL TANK               APPROX.24.7 KM 0552615.6 |
 LG1078| CL7272 LANHAM AZ MK                                       0643207.9 |
 LG1078| CL7273 LANHAM RM 1                          16.621 METERS 09029     |
 LG1078| KF1170 LANHAM ST JOHNS EVAN LUTH CH        APPROX. 2.5 KM 0944358.9 |
 LG1078| KF1143 BETHLEHEM EVAN LUTH CH SPIRE        APPROX.13.2 KM 0970421.5 |
 LG1078| KF1174 TRINITY LUTHERAN CHURCH SPIRE       APPROX. 7.5 KM 1295250.2 |
 LG1078| CL7274 LANHAM RM 2                          17.390 METERS 18032     |
 LG1078|---------------------------------------------------------------------|
 LG1078
 LG1078                          SUPERSEDED SURVEY CONTROL
 LG1078
 LG1078  NAD 83(1986)-  40 00 05.67726(N)    096 54 09.69367(W) AD(       ) 2
 LG1078  NAD 27      -  40 00 05.66300(N)    096 54 08.59600(W) AD(       ) 2
 LG1078
 LG1078.Superseded values are not recommended for survey control.
 LG1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1078.See file dsdata.txt to determine how the superseded data were derived.
 LG1078
 LG1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7902830039(NAD 83)
 LG1078_MARKER: DS = TRIANGULATION STATION DISK
 LG1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1078
 LG1078  HISTORY     - Date     Condition        Report By
 LG1078  HISTORY     - 1947     MONUMENTED       CGS
 LG1078
 LG1078                          STATION DESCRIPTION
 LG1078
 LG1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1078'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF ODELL AND 1.5
 LG1078'MILES WEST OF LANHAM, ON LAND OWNED BY MRS. F THOEBER.  IT IS 28
 LG1078'FEET NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, 1 FOOT SOUTH
 LG1078'OF AN EAST-WEST FENCE LINE AND 4 FEET WEST OF A 4-INCH SQUARE
 LG1078'WHITE WOODEN WITNESS POST PROJECTING 3 FEET.  IT IS STAMPED
 LG1078'LANHAM 1947 AND PROJECTS 4 INCHES.
 LG1078'
 LG1078'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE CENTER OF AN
 LG1078'EAST-WEST DIRT ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 LG1078'LINE.  IT IS STAMPED LANHAM NO 1 1947 AND PROJECTS 5 INCHES.
 LG1078'
 LG1078'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE CENTER OF AN
 LG1078'EAST-WEST DIRT ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND
 LG1078'AT THE EAST END OF A ROW OF TREES.  IT IS STAMPED LANHAM NO 2 1947
 LG1078'AND PROJECTS 5 INCHES.
 LG1078'
 LG1078'THE AZIMUTH MARK IS 25 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG1078'DIRT ROAD, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE, 1 FOOT NORTH
 LG1078'OF A TELEPHONE POLE AND 1.5 FEET SOUTH OF A 4-INCH SQUARE WHITE
 LG1078'WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED LANHAM 1947
 LG1078'AND PROJECTS 4 INCHES.
 LG1078'
 LG1078'TO REACH THE STATION FROM THE RAILROAD STATION IN LANHAM, GO WEST
 LG1078'FOR 1.4 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 LG1078'
 LG1078'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.25
 LG1078'MILE TO A T ROAD LEFT, TURN LEFT AND GO 0.15 MILE TO THE MARK ON
 LG1078'THE LEFT AS DESCRIBED.
 LG1078'
 LG1078'A 4 FOOT SIGNAL AT HOLLENBERG IS VISIBLE AT 20 FEET.
 LG1078'
 LG1078'A 74 FOOT SIGNAL AT ROSEMAN IS V.G.
 LG1078'
 LG1078'A 74 FOOT SIGNAL AT ODELL IS V.G.
 LG1078'
 LG1078'A 74 FOOT SIGNAL AT HORSEMAN IS V.G.
 LG1078'
 LG1078'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1232 ***********************************************************************
 LH1232  DESIGNATION -  LARS RESET
 LH1232  PID         -  LH1232
 LH1232  STATE/COUNTY-  NE/KEARNEY
 LH1232  USGS QUAD   -  MINDEN SOUTH (1969)
 LH1232
 LH1232                         *CURRENT SURVEY CONTROL
 LH1232  ___________________________________________________________________
 LH1232* NAD 83(1995)-  40 27 06.16826(N)    098 55 24.24049(W)     ADJUSTED  
 LH1232* NAVD 88     -       678.1    (meters)    2225.     (feet)  VERTCON   
 LH1232  ___________________________________________________________________
 LH1232  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 LH1232  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 LH1232
 LH1232  HORZ ORDER  -  FIRST
 LH1232
 LH1232.The horizontal coordinates were established by classical geodetic methods
 LH1232.and adjusted by the National Geodetic Survey in August 1997..
 LH1232
 LH1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1232
 LH1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1232
 LH1232.The geoid height was determined by GEOID03.
 LH1232
 LH1232;                    North         East     Units Scale Factor Converg.
 LH1232;SPC NE       -    69,227.912   591,308.137   MT  0.99982626   +0 42 48.5
 LH1232;UTM  14      - 4,477,897.767   506,495.254   MT  0.99960052   +0 02 58.9
 LH1232
 LH1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1232!SPC NE       -   0.99989759  x   0.99982626  =   0.99972387
 LH1232!UTM  14      -   0.99989759  x   0.99960052  =   0.99949815
 LH1232
 LH1232|---------------------------------------------------------------------|
 LH1232| PID    Reference Object                     Distance      Geod. Az  |
 LH1232|                                                           dddmmss.s |
 LH1232| CN9816 LARS RM 1                            30.910 METERS 05222     |
 LH1232| CN9818 LARS RM 3                            78.206 METERS 06510     |
 LH1232| LH1229 FREDRICKSBURG EVAN LUTH CH          APPROX. 3.0 KM 1910054.4 |
 LH1232| CN9815 LARS AZ MK                                         2700527.6 |
 LH1232| CN9817 LARS RM 2                            28.392 METERS 31332     |
 LH1232| CN9819 LARS RM 4                            38.033 METERS 32941     |
 LH1232| LH1237 MINDEN KEARNEY CO CTHSE FLAG        APPROX. 5.7 KM 3375847.1 |
 LH1232|---------------------------------------------------------------------|
 LH1232
 LH1232                          SUPERSEDED SURVEY CONTROL
 LH1232
 LH1232  NAD 83(1986)-  40 27 06.17477(N)    098 55 24.24096(W) AD(       ) 1
 LH1232  NAD 27      -  40 27 06.12200(N)    098 55 22.95300(W) AD(       ) 1
 LH1232  NGVD 29 (07/19/86)  677.8    (m)         2224.     (f) VERT ANG       
 LH1232
 LH1232.Superseded values are not recommended for survey control.
 LH1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1232.See file dsdata.txt to determine how the superseded data were derived.
 LH1232
 LH1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0649577898(NAD 83)
 LH1232_MARKER: V = STONE MONUMENT
 LH1232_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LH1232
 LH1232  HISTORY     - Date     Condition        Report By
 LH1232  HISTORY     - 1898     MONUMENTED       CGS
 LH1232  HISTORY     - 1934     GOOD             NEGS
 LH1232  HISTORY     - 1951     GOOD             CGS
 LH1232  HISTORY     - 1964     GOOD             CGS
 LH1232
 LH1232                          STATION DESCRIPTION
 LH1232
 LH1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1232'THIS STATION IS NEAR THE NORTHEAST CORNER OF THE NW. 1/4 SEC.
 LH1232'32, T. 6 N., R. 14 W., ON LAND OWNED BY LARS CHRISTIANSON, WHO
 LH1232'LIVES IN A SMALL FRAME HOUSE ABOUT 200 YARDS TO THE SOUTHEAST.
 LH1232'MINDEN, THE NEAREST TOWN, IS 3 MILES NORTH AND 2 MILES WEST.
 LH1232'THE BEARINGS AND DISTANCES TO CERTAIN POINTS ARE- TO THE CENTER
 LH1232'OF THE ROAD TO THE NORTHWARD, 140 FEET, TO THE STONE MARKING THE
 LH1232'NORTH CENTER OF SECTION 32, N 38 DEG 31 MIN E, 177.6 FEET, TO
 LH1232'THE HALF-SECTION LINE TO THE EASTWARD, 116 FEET, TO THE FENCE
 LH1232'TO THE NORTHWARD ON THE SOUTH SIDE OF THE ROAD, 64.3 FEET, TO
 LH1232'THE EAST LINE OF TREES, 68 FEET, TO A COTTONWOOD TREE WITH
 LH1232'TRIANGLE CUT IN THE EAST SIDE, 90 DEG, 10.86 FEET, TO THE
 LH1232'CHIMNEY OF MR. CHRISTIANSONS HOUSE, S 63 DEG 21 MIN E, TO MR.
 LH1232'CHRISTIANSONS WINDMILL, S 60 DEG 26 MIN E, TO THE STANDPIPE AT
 LH1232'MINDEN, N 23 DEG 03 MIN W.  SURFACE MARK IS A HARD
 LH1232'SANDSTONE POST 8 INCHES SQUARE AND 30 INCHES LONG, PLACED
 LH1232'WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO V-SHAPED
 LH1232'GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS
 LH1232'TOP.  UNDERGROUND MARK IS A STONE MILK CROCK BURIED BOTTOM
 LH1232'UPWARD ABOUT 3 FEET BELOW THE SURFACE AND MARKED WITH A CROSS
 LH1232'AND A 3/16-INCH DRILL HOLE IN ITS BOTTOM.
 LH1232
 LH1232                          STATION RECOVERY (1934)
 LH1232
 LH1232'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1232'STATION EASILY RECOVERED AND FOUND IN GOOD CONDITION.  NEAR
 LH1232'NORTHEAST CORNER OF NORTHWEST QUARTER OF SEC. 32, T. 6N., R. 14
 LH1232'W., 140 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 116.0 FEET
 LH1232'WEST OF HALF SECTION LINE, 64.3 FEET SOUTH OF FENCE SOUTH OF
 LH1232'ROAD, ON LAND BELONGING TO LARS CHRISTIANSON WHO LIVES IN A
 LH1232'SMALL FRAME HOUSE ABOUT 200 YARDS TO THE SOUTHEAST.  THE
 LH1232'ORIGINAL TIES ARE SUFFICIENT.
 LH1232'
 LH1232'SECOND ORDER ELEVATION WAS OBTAINED FOR THIS STATION IN 1934.
 LH1232
 LH1232                          STATION RECOVERY (1951)
 LH1232
 LH1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1232'THE STATION WAS RECOVERED AND WAS LOWERED 0.465 METERS.  A NEW
 LH1232'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND AZIMUTH WERE
 LH1232'ESTABLISHED.
 LH1232'
 LH1232'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1232'
 LH1232'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH AND 2.0 MILES EAST
 LH1232'OF MINDEN NEAR THE NORTH EDGE OF A CULTIVATED FIELD, 140 FEET
 LH1232'SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 64 FEET
 LH1232'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED LARS 1898 1951
 LH1232'AND IS 18 INCHES BELOW THE GROUND SURFACE.
 LH1232'
 LH1232'REFERENCE MARK NO. 1 IS IN THE NORTH EDGE OF A CULTIVATED FIELD,
 LH1232'77 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 1 FOOT WEST OF A
 LH1232'WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT
 LH1232'IS STAMPED LARS NO 1 1951 AND PROJECTS 3 INCHES.
 LH1232'
 LH1232'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A CULTIVATED FIELD,
 LH1232'77 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT SOUTH
 LH1232'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED LARS NO 2 1951 AND
 LH1232'PROJECTS 3 INCHES.
 LH1232'
 LH1232'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 150 FEET SOUTH OF
 LH1232'THE CENTER OF AN EAST-WEST ROAD, 30 FEET WEST OF THE CENTER OF
 LH1232'A NORTH-SOUTH ROAD, 2 FEET EAST OF A NORTH-SOUTH FENCE LINE AND
 LH1232'1 FOOT EAST OF A WITNESS POST.  IT IS STAMPED LARS 1951 AND
 LH1232'PROJECTS 3 INCHES.
 LH1232'
 LH1232'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 LH1232'SQUARE IN MINDEN, GO WEST ON 4TH STREET FOR 1 BLOCK TO STATE
 LH1232'HIGHWAY 10, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 10 FOR
 LH1232'3.3 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON DIRT ROAD
 LH1232'FOR 1.0 MILE TO A CROSSROAD AND AZIMUTH MARK JUST SOUTH AS
 LH1232'DESCRIBED, CONTINUE EAST ON GRAVELED ROAD FOR 0.5 MILE TO
 LH1232'STATION IN FIELD ON RIGHT AS DESCRIBED.
 LH1232
 LH1232                          STATION RECOVERY (1964)
 LH1232
 LH1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1232'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LH1232'FOUND IN GOOD CONDITION, EXCEPT THAT THE REFERENCE MARKS WERE
 LH1232'SETTING OUT IN THE MIDDLE OF A CULTIVATED FIELD.  THESE REFERENCE
 LH1232'MARKS WERE MOVED TO THE RIGHT-OF-WAY OF AN EAST-WEST ROAD AT
 LH1232'THE REQUEST OF THE LANDOWNERS, MR. ROBERT AND HARRY BORGAARD.  A
 LH1232'COMPLETE DESCRIPTION FOLLOWS.
 LH1232'
 LH1232'STATION IS LOCATED 4 MILES SOUTH-SOUTHEAST OF THE TOWN OF MINDEN
 LH1232'NEAR THE NORTHEAST CORNER OF THE NW 1/4 OF SEC. 32, T 6 N.,
 LH1232'R. 14 W. ON LAND OWNED AND OCCUPIED BY HARRY BORGAARD, 142 FEET
 LH1232'SOUTH OF THE CENTERLINE OF AN EAST-WEST GRAVEL ROAD, 259 FEET
 LH1232'WEST-SOUTHWEST OF A POWER POLE, AND 127 FEET SOUTHEAST OF ANOTHER
 LH1232'POWER POLE 5B 26.  THE MARK IS 18 INCHES BELOW THE SURFACE OF
 LH1232'THE GROUND AND THE DISK IS STAMPED LARS 1898 1951.
 LH1232'
 LH1232'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 LH1232'MINDEN, GO WEST ON 4TH STREET FOR 1 BLOCK TO STATE HIGHWAY 10.
 LH1232'TURN LEFT AND GO SOUTH ON STATE HILGHWAY 10 FOR 3.30 MILES.  TO
 LH1232'CROSSROADS.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 1.0 MILE
 LH1232'TO ANOTHER CROSSRAD AND THE AZIMUTH MARK JUST SOUTH AS
 LH1232'DESCRIBED.  CONTINUE EAST ON GRAVEL ROAD FOR 0.5 MILE TO
 LH1232'STATION IN THE FIELD ON THE RIGHT.
 LH1232'
 LH1232'REFERENCE MARK NO. 3 IS 33 FEET SOUTH OF THE CENTERLINE OF
 LH1232'EAST-WEST GRAVEL ROAD, 2 FEET WEST OF A POWER POLE, AND 1 FOOT
 LH1232'SOUTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES
 LH1232'AND THE DISK IS STAMPED LARS NO 3 1898.
 LH1232'
 LH1232'REFERENCE MARK NO. 4 IS 34 FEET SOUTH OF THE CENTERLINE OF
 LH1232'EAST-WEST GRAVEL ROAD, 2.5 FEET SOUTHEAST OF A POWER POLE 5B
 LH1232'26, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST WITH SIGN.  THE
 LH1232'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LARS NO 4 1898.
 LH1232'R.M. NO. 3 TO R.M. NO. 4 IS
 LH1232'295.80 FEET.
 LH1232'
 LH1232'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 150 FEET SOUTH OF
 LH1232'THE CENTERLINE OF AN EAST-WEST GRAVEL ROAD, 30 FEET WEST OF
 LH1232'THE CENTERLINE OF NORTH-SOUTH ROAD, 2 FEET EAST OF A NORTH-SOUTH
 LH1232'FENCE, AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK
 LH1232'PROJECTS 6 INCHES AND THE DISK IS STAMPED LARS 1951.
 LH1232'
 LH1232'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.5
 LH1232'MILE TO CROSSROADS AND THE STATION ON THE LEFT AS DESCRIBED.
 LH1232'
 LH1232'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0403 ***********************************************************************
 MN0403  DESIGNATION -  LAST
 MN0403  PID         -  MN0403
 MN0403  STATE/COUNTY-  NE/GARDEN
 MN0403  USGS QUAD   -  CURRY LAKE (1986)
 MN0403
 MN0403                         *CURRENT SURVEY CONTROL
 MN0403  ___________________________________________________________________
 MN0403* NAD 83(1995)-  41 46 10.38934(N)    102 05 38.46237(W)     ADJUSTED  
 MN0403* NAVD 88     -      1260.     (meters)    4134.     (feet)  SCALED    
 MN0403  ___________________________________________________________________
 MN0403  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 MN0403  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 MN0403
 MN0403  HORZ ORDER  -  SECOND
 MN0403
 MN0403.The horizontal coordinates were established by classical geodetic methods
 MN0403.and adjusted by the National Geodetic Survey in August 1997..
 MN0403
 MN0403.The orthometric height was scaled from a topographic map.
 MN0403
 MN0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0403
 MN0403.The geoid height was determined by GEOID03.
 MN0403
 MN0403;                    North         East     Units Scale Factor Converg.
 MN0403;SPC NE       -   217,077.849   325,959.139   MT  0.99966916   -1 23 15.7
 MN0403;UTM  13      - 4,628,272.675   741,544.784   MT  1.00031802   +1 56 12.2
 MN0403
 MN0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0403!SPC NE       -   0.99980557  x   0.99966916  =   0.99947479
 MN0403!UTM  13      -   0.99980557  x   1.00031802  =   1.00012352
 MN0403
 MN0403|---------------------------------------------------------------------|
 MN0403| PID    Reference Object                     Distance      Geod. Az  |
 MN0403|                                                           dddmmss.s |
 MN0403| CP7576 LAST RM 1                             8.940 METERS 24051     |
 MN0403| CP7575 LAST AZ MK                                         2524149.2 |
 MN0403| MN0411 CRESCENT LAKE NORTH LOT             APPROX.25.8 KM 2664523.3 |
 MN0403| CP7577 LAST RM 2                            12.198 METERS 30636     |
 MN0403|---------------------------------------------------------------------|
 MN0403
 MN0403                          SUPERSEDED SURVEY CONTROL
 MN0403
 MN0403  NAD 83(1986)-  41 46 10.38905(N)    102 05 38.46632(W) AD(       ) 2
 MN0403  NAD 27      -  41 46 10.45100(N)    102 05 36.79600(W) AD(       ) 2
 MN0403
 MN0403.Superseded values are not recommended for survey control.
 MN0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0403.See file dsdata.txt to determine how the superseded data were derived.
 MN0403
 MN0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG4154528273(NAD 83)
 MN0403_MARKER: DS = TRIANGULATION STATION DISK
 MN0403_SETTING: 0 = UNSPECIFIED SETTING
 MN0403
 MN0403  HISTORY     - Date     Condition        Report By
 MN0403  HISTORY     - 1946     MONUMENTED       CGS
 MN0403
 MN0403                          STATION DESCRIPTION
 MN0403
 MN0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0403'LOCATED ABOUT 17.5 MILES, AIRLINE, SOUTH OF BINGHAM, ABOUT 1
 MN0403'MILE, AIRLINE, NORTH OF THE FRENCH RANCH AND 2 MILES, AIRLINE,
 MN0403'NORTHEAST OF IRA COTTONS RANCH, ON LAND OWNED BY IRA RENFRUE.
 MN0403'IT IS ON THE HIGHEST POINT, AT THE SOUTH END, OF A NORTH-SOUTH
 MN0403'RIDGE.  IT IS A STANDARD DISK, STAMPED LAST 1946, WELDED ON
 MN0403'THE TOP OF A 3-INCH IRON PIPE PROJECTING 14 INCHES.
 MN0403'
 MN0403'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST SLOPE OF THE HILL
 MN0403'AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 MN0403'DISK, STAMPED LAST NO 1 1946, WELDED ON THE TOP OF A 3-INCH
 MN0403'IRON PIPE PROJECTING 14 INCHES.
 MN0403'
 MN0403'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE HILL
 MN0403'AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 MN0403'DISK, STAMPED LAST NO 2 1946, WELDED ON THE TOP OF A 3-INCH
 MN0403'IRON PIPE PROJECTING 14 INCHES.
 MN0403'
 MN0403'AZIMUTH MARK IS 45 FEET WEST OF AN OLD WINDMILL AND 2 FEET SOUTH
 MN0403'OF AN EAST-WEST FENCE LINE.  IT IS A STANDARD DISK, STAMPED
 MN0403'LAST 1946, CEMENTED IN THE TOP OF A 4-INCH IRON PIPE PROJECTING
 MN0403'4 FEET.
 MN0403'
 MN0403'TO REACH FROM BINGHAM, GO WEST ON STATE HIGHWAY 2 FOR 0.5
 MN0403'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.75 MILE TO A
 MN0403'FORK JUST AFTER CROSSING CATTLE GUARD.  TAKE LEFT FORK AND
 MN0403'GO 0.65 MILE TO A FORK, TAKE RIGHT FORK AND GO 1.4 MILES TO A
 MN0403'FORK.  TAKE RIGHT FORK AND GO 2.5 MILES TO A SIDE ROAD LEFT.
 MN0403'KEEP STRAIGHT AHEAD AND CONTINUE FOR 3.2 MILE TO A FORK.
 MN0403'TAKE RIGHT FORK AND GO 1.0 MILE TO A CATTLE GUARD AND A SMALL
 MN0403'RANCH ON THE RIGHT.  PASS OVER CATTLE GUARD AND CONTINUE ON
 MN0403'MAIN TRAVELED ROAD FOR 0.7 MILE TO A FORK, TAKE LEFT FORK
 MN0403'AND GO 0.75 MILE TO A FORK AND CATTLE GUARD.  TAKE LEFT
 MN0403'FORK AND GO 2.2 MILES TO A SCHOOLHOUSE ON THE LEFT, KEEP
 MN0403'STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR 2.45 MILE TO A
 MN0403'RANCH ON THE LEFT, CONTINUE SOUTHERLY FOR 2.3 MILES TO A
 MN0403'FORK AND CATTLE GUARD.  TAKE LEFT FORK, STRAIGHT AHEAD,
 MN0403'FOR 0.6 MILE TO A REVERSE Y FROM THE RIGHT, CONTINUE FOR
 MN0403'1.45 MILE TO A REVERSE Y FROM THE RIGHT AND A LARGE RED
 MN0403'MAILBOX ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO
 MN0403'A CATTLE GUARD AND FORK.  TAKE LEFT FORK AND GO 1.1 MILE TO A
 MN0403'FORK JUST AFTER CROSSING CATTLE GUARD, TAKE LEFT FORK,
 MN0403'SHARP LEFT, AND GO 1.35 MILE TO A REVERSE Y FROM THE LEFT,
 MN0403'CONTINUE FOR 1.15 MILES TO A REVERSE Y FROM THE LEFT.
 MN0403'CONTINUE FOR 0.5 MILE A CATTLE GUARD AND FORK, TAKE
 MN0403'RIGHT FORK AND GO 0.35 MILES TO A REVERSE Y FROM THE LEFT,
 MN0403'CONTINUE FOR 0.1 MILE TO A CATTLE GUARD AND FORK, TAKE LEFT
 MN0403'FORK, EASTERLY FOR 0.3 MILE TO A FORK.  TAKE LEFT FORK AND
 MN0403'GO 0.3 MILE TO A REVERSE Y FROM THE RIGHT.  CONTINUE FOR
 MN0403'1.15 MILES TO THE IRA COTTON RANCH ON THE LEFT.  PASS BY
 MN0403'RANCH AND GO 0.25 MILE TO A FORK, TAKE LEFT FORK,
 MN0403'NORTHERLY FOR 0.3 MILE TO A WIRE GATE.  (AZIMUTH MARK IS
 MN0403'0.2 MILES NORTH OF WIRE GATE AT OLD WINDMILL) PASS THROUGH
 MN0403'GATE AND GO NORTHEAST FOR 0.45 MILE TO A FENCE CORNER.  TAKE
 MN0403'DOWN FENCE AND GO EASTERLY FOR 0.75 MILE TO THE HIGHEST
 MN0403'POINT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0471 ***********************************************************************
 LJ0471  DESIGNATION -  LATIMER
 LJ0471  PID         -  LJ0471
 LJ0471  STATE/COUNTY-  NE/LINCOLN
 LJ0471  USGS QUAD   -  WELLFLEET (1956)
 LJ0471
 LJ0471                         *CURRENT SURVEY CONTROL
 LJ0471  ___________________________________________________________________
 LJ0471* NAD 83(1995)-  40 47 52.97875(N)    100 41 32.57493(W)     ADJUSTED  
 LJ0471* NAVD 88     -       914.     (meters)    2999.     (feet)  SCALED    
 LJ0471  ___________________________________________________________________
 LJ0471  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LJ0471  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 LJ0471
 LJ0471  HORZ ORDER  -  SECOND
 LJ0471
 LJ0471.The horizontal coordinates were established by classical geodetic methods
 LJ0471.and adjusted by the National Geodetic Survey in August 1997..
 LJ0471
 LJ0471.The orthometric height was scaled from a topographic map.
 LJ0471
 LJ0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0471
 LJ0471.The geoid height was determined by GEOID03.
 LJ0471
 LJ0471;                    North         East     Units Scale Factor Converg.
 LJ0471;SPC NE       -   107,344.233   441,585.026   MT  0.99973432   -0 27 31.8
 LJ0471;UTM  14      - 4,517,716.966   357,231.467   MT  0.99985088   -1 06 21.5
 LJ0471
 LJ0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0471!SPC NE       -   0.99986016  x   0.99973432  =   0.99959452
 LJ0471!UTM  14      -   0.99986016  x   0.99985088  =   0.99971106
 LJ0471
 LJ0471:                Primary Azimuth Mark                     Grid Az
 LJ0471:SPC NE       -  LATIMER AZ MK                            060 21 49.4
 LJ0471:UTM  14      -  LATIMER AZ MK                            061 00 39.1
 LJ0471
 LJ0471|---------------------------------------------------------------------|
 LJ0471| PID    Reference Object                     Distance      Geod. Az  |
 LJ0471|                                                           dddmmss.s |
 LJ0471| CN9823 LATIMER AZ MK                                      0595417.6 |
 LJ0471| CN9825 LATIMER RM 2                          9.967 METERS 10309     |
 LJ0471| CN9824 LATIMER RM 1                         10.299 METERS 35727     |
 LJ0471|---------------------------------------------------------------------|
 LJ0471
 LJ0471                          SUPERSEDED SURVEY CONTROL
 LJ0471
 LJ0471  NAD 83(1986)-  40 47 52.98335(N)    100 41 32.58253(W) AD(       ) 2
 LJ0471  NAD 27      -  40 47 52.96041(N)    100 41 31.05714(W) AD(       ) 2
 LJ0471
 LJ0471.Superseded values are not recommended for survey control.
 LJ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0471.See file dsdata.txt to determine how the superseded data were derived.
 LJ0471
 LJ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5723117717(NAD 83)
 LJ0471_MARKER: DS = TRIANGULATION STATION DISK
 LJ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0471
 LJ0471  HISTORY     - Date     Condition        Report By
 LJ0471  HISTORY     - 1951     MONUMENTED       CGS
 LJ0471
 LJ0471                          STATION DESCRIPTION
 LJ0471
 LJ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0471'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHEAST OF WALLFLEET
 LJ0471'AND AT THE SUMMIT OF THE HIGHEST HILL IN A HAY MEADOW.  IT IS
 LJ0471'4.0 FEET EAST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 LJ0471'STAMPED LATIMER 1951.
 LJ0471'
 LJ0471'REFERENCE MARK NO. 1 IS ON THE SAME LEVEL AS THE STATION.
 LJ0471'IT PROJECTS 3 INCHES AND IS STAMPED LATIMER NO 1 1951.
 LJ0471'
 LJ0471'REFERENCE MARK NO. 2 IS ON THE SAME LEVEL AS THE STATION.
 LJ0471'IT PROJECTS 3 INCHES AND IS STAMPED LATIMER NO 2 1951.
 LJ0471'
 LJ0471'THE DISTANCE BETWEEN REFERENCE MARKS IS 53.0 FEET.
 LJ0471'
 LJ0471'THE AZIMUTH MARK IS 45.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LJ0471'TRACK ROAD, 35.0 FEET SOUTH OF A FENCE CORNER, 10.0 FEET NORTH
 LJ0471'OF THE CENTER OF A WIRE GATE, 1.5 FEET SOUTH OF A WITNESS POST
 LJ0471'AND SET IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 5 INCHES AND IS
 LJ0471'STAMPED LATIMER 1951.
 LJ0471'
 LJ0471'TO REACH THE STATION FROM THE POST OFFICE IN WALLFLEET, GO NORTH
 LJ0471'ON A GRAVELED ROAD FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAY
 LJ0471'23.  TURN RIGHT AND GO EAST-NORTHEAST ON STATE HIGHWAY 23 FOR 4.0
 LJ0471'MILES TO THE JUNCTION OF U.S. HIGHWAY 83.  TURN LEFT AND GO
 LJ0471'NORTH, THEN WEST, ON U.S. HIGHWAY 83 FOR 2.9 MILES TO WHERE
 LJ0471'U.S. HIGHWAY 83 CURVES NORTH AND A FARM LANE LEADING WEST.  GO
 LJ0471'WEST AND NORTH ON THE FARM LANE THROUGH THE FARM YARD FOR 0.1
 LJ0471'MILE TO A GATE JUST NORTHEAST OF A BARN.  GO THROUGH THE GATE
 LJ0471'AND GO NORTHWESTERLY ON A TRACK ROAD WHICH FOLLOWS THE NORTH
 LJ0471'SIDE OF A FENCE FOR 0.3 MILE TO A Y FORK.  TAKE THE LEFT
 LJ0471'FORK AND GO WEST ACROSS A CULTIVATED FIELD FOR 0.15 MILE TO A
 LJ0471'NORTH-SOUTH FENCE LINE.  TURN LEFT, SOUTH, ALONG THE EAST SIDE
 LJ0471'OF THE FENCE FOR 0.15 MILE TO A WIRE GATE ON THE RIGHT AND A
 LJ0471'TRACK ROAD LEADING WEST ALONG THE NORTH SIDE OF AN
 LJ0471'EAST-WEST FENCE LINE.  (THE AZIMUTH MARK IS LOCATED JUST
 LJ0471'SOUTH OF THIS POINT AS DESCRIBED.) TURN RIGHT, WEST,
 LJ0471'ON TRACK ROAD FOR 0.1 MILE TO A GATE ON THE LEFT LEADING INTO
 LJ0471'A HAY MEADOW.  TURN LEFT THROUGH THE GATE AND GO SOUTHWEST
 LJ0471'ACROSS THE HAY MEADOW FOR 0.2 MILE TO THE SUMMIT OF THE
 LJ0471'HIGHEST HILL IN THE VICINITY AND THE STATION AS
 LJ0471'DESCRIBED.
 LJ0471'
 LJ0471'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1758 ***********************************************************************
 NM1758  DESIGNATION -  LAUREL STANDPIPE
 NM1758  PID         -  NM1758
 NM1758  STATE/COUNTY-  NE/CEDAR
 NM1758  USGS QUAD   -  LAUREL (1971)
 NM1758
 NM1758                         *CURRENT SURVEY CONTROL
 NM1758  ___________________________________________________________________
 NM1758* NAD 83(1995)-  42 25 30.31378(N)    097 05 21.01928(W)     ADJUSTED  
 NM1758* NAVD 88     -                                                        
 NM1758  ___________________________________________________________________
 NM1758  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 NM1758  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 NM1758
 NM1758  HORZ ORDER  -  THIRD
 NM1758
 NM1758.The horizontal coordinates were established by classical geodetic methods
 NM1758.and adjusted by the National Geodetic Survey in August 1997..
 NM1758
 NM1758
 NM1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1758
 NM1758.The geoid height was determined by GEOID03.
 NM1758
 NM1758;                    North         East     Units Scale Factor Converg.
 NM1758;SPC NE       -   291,794.463   739,456.420   MT  0.99978739   +1 55 44.4
 NM1758;UTM  14      - 4,698,743.628   657,195.297   MT  0.99990403   +1 17 21.7
 NM1758
 NM1758                          SUPERSEDED SURVEY CONTROL
 NM1758
 NM1758  NAD 83(1986)-  42 25 30.32033(N)    097 05 21.01409(W) AD(       ) 4
 NM1758  NAD 27      -  42 25 30.31700(N)    097 05 19.83800(W) AD(       ) 3
 NM1758
 NM1758.Superseded values are not recommended for survey control.
 NM1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1758.See file dsdata.txt to determine how the superseded data were derived.
 NM1758
 NM1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM5719598744(NAD 83)
 NM1758_MARKER: 52 = STANDPIPE TANK
 NM1758
 NM1758  HISTORY     - Date     Condition        Report By
 NM1758  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1758  HISTORY     - 1940     GOOD             CGS
 NM1758
 NM1758                          STATION DESCRIPTION
 NM1758
 NM1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1758'POINT OBSERVED UPON WAS THE CENTER OF THE 100-FOOT BLACK,
 NM1758'STEEL MUNICIPAL STANDPIPE LOCATED ON THE SOUTH SIDE OF LAUREL.
 NM1758'
 NM1758'OBSERVED UPON FROM STATIONS THUN AND GUINN.
 NM1758
 NM1758                          STATION RECOVERY (1940)
 NM1758
 NM1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1758'STATION IS LOCATED ON A HILL IN THE SOUTHEAST EDGE OF THE
 NM1758'TOWN OF LAUREL, AND ONE BLOCK NORTH OF STATE HIGHWAY 15.
 NM1758'
 NM1758'THE FIRST, OR BASE SECTION IS PAINTED BLACK AND THE REST IS
 NM1758'ALUMINUM.  THE PIPE IS 65 FEET HIGH WITH AN ORNAMENTAL GUARD
 NM1758'RAILING AROUND THE TOP.  THE WORD LAUREL IS PRINTED VERTICALLY
 NM1758'ON ITS EAST SIDE IN LARGE BLACK LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0381 ***********************************************************************
 NO0381  DESIGNATION -  LAWRENCE
 NO0381  PID         -  NO0381
 NO0381  STATE/COUNTY-  NE/CHERRY
 NO0381  USGS QUAD   -  NORDEN NW (1983)
 NO0381
 NO0381                         *CURRENT SURVEY CONTROL
 NO0381  ___________________________________________________________________
 NO0381* NAD 83(1995)-  42 59 28.43575(N)    100 09 46.08026(W)     ADJUSTED  
 NO0381* NAVD 88     -       786.     (meters)    2579.     (feet)  SCALED    
 NO0381  ___________________________________________________________________
 NO0381  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 NO0381  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 NO0381
 NO0381  HORZ ORDER  -  FIRST
 NO0381
 NO0381.The horizontal coordinates were established by classical geodetic methods
 NO0381.and adjusted by the National Geodetic Survey in August 1997..
 NO0381
 NO0381.The orthometric height was scaled from a topographic map.
 NO0381
 NO0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0381
 NO0381.The geoid height was determined by GEOID03.
 NO0381
 NO0381;                    North         East     Units Scale Factor Converg.
 NO0381;SPC NE       -   350,659.699   486,723.298   MT  0.99999599   -0 06 28.4
 NO0381;SPC SD S     -    73,101.405   613,906.946   MT  0.99996636   +0 07 03.5
 NO0381;SPC SD S     -   239,833.53  2,014,126.37   sFT  0.99996636   +0 07 03.5
 NO0381;UTM  14      - 4,760,497.086   405,208.140   MT  0.99971054   -0 47 34.6
 NO0381
 NO0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0381!SPC NE       -   0.99988034  x   0.99999599  =   0.99987633
 NO0381!SPC SD S     -   0.99988034  x   0.99996636  =   0.99984670
 NO0381!UTM  14      -   0.99988034  x   0.99971054  =   0.99959091
 NO0381
 NO0381|---------------------------------------------------------------------|
 NO0381| PID    Reference Object                     Distance      Geod. Az  |
 NO0381|                                                           dddmmss.s |
 NO0381| CO3924 LAWRENCE RM 1                         1.064 METERS 10641     |
 NO0381| CO3923 LAWRENCE AZ MK                                     1580552.2 |
 NO0381| CO3925 LAWRENCE RM 2                         0.956 METERS 19117     |
 NO0381|---------------------------------------------------------------------|
 NO0381
 NO0381                          SUPERSEDED SURVEY CONTROL
 NO0381
 NO0381  NAD 83(1986)-  42 59 28.43993(N)    100 09 46.09311(W) AD(       ) 1
 NO0381  NAD 27      -  42 59 28.41500(N)    100 09 44.64800(W) AD(       ) 1
 NO0381
 NO0381.Superseded values are not recommended for survey control.
 NO0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0381.See file dsdata.txt to determine how the superseded data were derived.
 NO0381
 NO0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0520860497(NAD 83)
 NO0381_MARKER: DS = TRIANGULATION STATION DISK
 NO0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0381
 NO0381  HISTORY     - Date     Condition        Report By
 NO0381  HISTORY     - 1936     MONUMENTED       CGS
 NO0381
 NO0381                          STATION DESCRIPTION
 NO0381
 NO0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0381'ABOUT 28.6 MILES BY ROAD AND 21 MILES AIRLINE EAST-NORTHEAST OF
 NO0381'VALENTINE, NEBR., 0.5 MILE SOUTH OF THE NEBRASKA-SOUTH DAKOTA
 NO0381'STATE LINE, NEAR THE CENTER OF THE EAST HALF OF SECTION 20,
 NO0381'ON THE HIGHEST KNOLL OF PASTURE LAND OWNED BY A.C. LAWRENCE,
 NO0381'0.6 MILE NORTHEAST OF THE LAWRENCE HOUSE.  THE MARK PROJECTS
 NO0381'3 INCHES.
 NO0381'
 NO0381'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION.  THE
 NO0381'MARK PROJECTS 4 INCHES.
 NO0381'
 NO0381'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION.  THE MARK
 NO0381'PROJECTS 3 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 NO0381'IS 44.68 FEET.
 NO0381'
 NO0381'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION IN FENCE LINE
 NO0381'NEAR THE SOUTHEAST CORNER OF PASTURE FIELD IN WHICH STATION
 NO0381'IS LOCATED, 18 FEET NORTH OF CENTERLINE OF ROAD, 118 FEET WEST
 NO0381'OF FENCE CORNER AT SOUTHEAST CORNER OF PASTURE FIELD.  THE
 NO0381'MARK PROJECTS 3 INCHES.
 NO0381'
 NO0381'TO REACH THE STATION FROM THE COURTHOUSE IN VALENTINE, GO NORTH
 NO0381'AND EAST ON STATE HIGHWAY 7 FOR 19.8 MILES TO VILLAGE OF SPARKS,
 NO0381'CONTINUE EAST ON STATE 7 FOR 0.9 MILE TO POINT WHERE HIGHWAY
 NO0381'7 TURNS SOUTH AT CROSSROADS, CONTINUE EAST ON DIRT ROAD FOR
 NO0381'1.0 MILE TO CURVE NORTH, THENCE NORTH 1.0 MILE TO CURVE EAST,
 NO0381'THENCE EAST 3.0 MILES TO CROSSROADS.  TURN NORTH AND GO 2
 NO0381'MILES TO T-INTERSECTION, THENCE WEST 0.4 MILE TO JOG IN FENCE
 NO0381'LINE ON NORTH 0.1 MILE EAST OF THE LAWRENCE HOUSE, TURN EAST
 NO0381'THROUGH GATE, AND BEAR NORTHEAST FOR 0.5 MILE TO HIGHEST
 NO0381'KNOLL IN PASTURE FIELD AND STATION.
 NO0381'
 NO0381'SIGNALS SHOWN FROM THE GROUND AT BARNETT, HANSEN, AND MOORE ARE
 NO0381'VISIBLE FROM THE GROUND AT THIS STATION.
 NO0381'
 NO0381'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0381'BRONZE DISKS SET AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1185 ***********************************************************************
 LH1185  DESIGNATION -  LAWRENCE MUNICIPAL TANK
 LH1185  PID         -  LH1185
 LH1185  STATE/COUNTY-  NE/NUCKOLLS
 LH1185  USGS QUAD   -  LAWRENCE (1969)
 LH1185
 LH1185                         *CURRENT SURVEY CONTROL
 LH1185  ___________________________________________________________________
 LH1185* NAD 83(1995)-  40 17 24.65760(N)    098 15 37.45710(W)     ADJUSTED  
 LH1185* NAVD 88     -                                                        
 LH1185  ___________________________________________________________________
 LH1185  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 LH1185  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 LH1185
 LH1185  HORZ ORDER  -  THIRD
 LH1185
 LH1185.The horizontal coordinates were established by classical geodetic methods
 LH1185.and adjusted by the National Geodetic Survey in August 1997..
 LH1185
 LH1185
 LH1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1185
 LH1185.The geoid height was determined by GEOID03.
 LH1185
 LH1185;                    North         East     Units Scale Factor Converg.
 LH1185;SPC NE       -    52,213.277   647,892.501   MT  0.99988141   +1 09 10.2
 LH1185;UTM  14      - 4,460,227.846   562,863.870   MT  0.99964865   +0 28 41.8
 LH1185
 LH1185                          SUPERSEDED SURVEY CONTROL
 LH1185
 LH1185  NAD 83(1986)-  40 17 24.66364(N)    098 15 37.45572(W) AD(       ) 4
 LH1185  NAD 27      -  40 17 24.62100(N)    098 15 36.28900(W) AD(       ) 3
 LH1185
 LH1185.Superseded values are not recommended for survey control.
 LH1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1185.See file dsdata.txt to determine how the superseded data were derived.
 LH1185
 LH1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6286460228(NAD 83)
 LH1185_MARKER: 53 = ELEVATED TANK
 LH1185_SETTING: 0 = UNSPECIFIED SETTING
 LH1185
 LH1185  HISTORY     - Date     Condition        Report By
 LH1185  HISTORY     - 1947     FIRST OBSERVED   CGS
 LH1185  HISTORY     - 1951     GOOD             CGS
 LH1185  HISTORY     - 1963     GOOD             CGS
 LH1185
 LH1185                          STATION DESCRIPTION
 LH1185
 LH1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1185'IT IS LOCATED AT THE SOUTH EDGE OF THE BUSINESS DISTRICT, TWO
 LH1185'BLOCKS SOUTH OF STATE HIGHWAY NO. 4, 100 FEET WEST OF THE CENTER
 LH1185'OF A NORTH-SOUTH GRAVELED ROAD, AND 50 FEET NORTH OF THE CENTER
 LH1185'OF AN EAST-WEST GRAVELED ROAD.  TANK PROPER IS SUPPORTED BY A
 LH1185'FOUR LEGGED STEEL TRUSWORK STRUCTURE.  IT HAS A CONICAL SHAPED
 LH1185'ROOF WITH A BALL AT ITS APEX.  THE OVERALL HEIGHT IS
 LH1185'APPROXIMATELY 140 FEET.  THE BALL AT THE APEX OF THE ROOF WAS THE
 LH1185'POINT OBSERVED UPON.
 LH1185
 LH1185                          STATION RECOVERY (1951)
 LH1185
 LH1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1185'THE STATION IS LOCATED AT THE SOUTH END OF THE BUSINESS DISTRICT
 LH1185'IN LAWRENCE, 150 FEET WEST OF A NORTH-SOUTH STREET AND 75 FEET
 LH1185'NORTH OF AN EAST-WEST STREET.  IT IS A FOUR LEGGED STEEL
 LH1185'STRUCTURE SUPPORTING A TANK AND HAS AN OVERALL HEIGHT OF 150 FEET.
 LH1185'
 LH1185'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE ROOF OF TANK.
 LH1185
 LH1185                          STATION RECOVERY (1963)
 LH1185
 LH1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LH1185'THE WATER TANK WAS OBSERVED, AND WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1186 ***********************************************************************
 LH1186  DESIGNATION -  LAWRENCE SACRED HEART CATCH CH
 LH1186  PID         -  LH1186
 LH1186  STATE/COUNTY-  NE/NUCKOLLS
 LH1186  USGS QUAD   -  LAWRENCE (1969)
 LH1186
 LH1186                         *CURRENT SURVEY CONTROL
 LH1186  ___________________________________________________________________
 LH1186* NAD 83(1995)-  40 17 32.17120(N)    098 15 31.78775(W)     ADJUSTED  
 LH1186* NAVD 88     -                                                        
 LH1186  ___________________________________________________________________
 LH1186  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 LH1186  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 LH1186
 LH1186  HORZ ORDER  -  THIRD
 LH1186
 LH1186.The horizontal coordinates were established by classical geodetic methods
 LH1186.and adjusted by the National Geodetic Survey in August 1997..
 LH1186
 LH1186
 LH1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1186
 LH1186.The geoid height was determined by GEOID03.
 LH1186
 LH1186;                    North         East     Units Scale Factor Converg.
 LH1186;SPC NE       -    52,447.651   648,021.700   MT  0.99988065   +1 09 13.9
 LH1186;UTM  14      - 4,460,460.628   562,995.789   MT  0.99964885   +0 28 45.6
 LH1186
 LH1186                          SUPERSEDED SURVEY CONTROL
 LH1186
 LH1186  NAD 83(1986)-  40 17 32.17736(N)    098 15 31.78772(W) AD(       ) 4
 LH1186  NAD 27      -  40 17 32.14000(N)    098 15 30.59000(W) AD(       ) 3
 LH1186
 LH1186.Superseded values are not recommended for survey control.
 LH1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1186.See file dsdata.txt to determine how the superseded data were derived.
 LH1186
 LH1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK6299660461(NAD 83)
 LH1186_MARKER: 90 = CHURCH SPIRE
 LH1186
 LH1186  HISTORY     - Date     Condition        Report By
 LH1186  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1186
 LH1186                          STATION DESCRIPTION
 LH1186
 LH1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1186'THE STATION IS LOCATED 1 BLOCK EAST OF THE NORTH END OF THE
 LH1186'BUSINESS DISTRICT IN LAWRENCE, 50 FEET NORTH OF AN EAST-WEST
 LH1186'STREET.  IT IS A LARGE BRICK BUILDING WITH TWO IDENTICAL SPIRES
 LH1186'ON THE SOUTH END AND HAS AN OVERALL HEIGHT OF 125 FEET.
 LH1186'
 LH1186'THE POINT OBSERVED WAS THE EAST ONE OF TWO SPIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0510 ***********************************************************************
 LJ0510  DESIGNATION -  LAWYER
 LJ0510  PID         -  LJ0510
 LJ0510  STATE/COUNTY-  NE/PERKINS
 LJ0510  USGS QUAD   -  WILD HORSE SPRING (1973)
 LJ0510
 LJ0510                         *CURRENT SURVEY CONTROL
 LJ0510  ___________________________________________________________________
 LJ0510* NAD 83(1995)-  40 58 28.33371(N)    101 42 28.95631(W)     ADJUSTED  
 LJ0510* NAVD 88     -      1033.     (meters)    3389.     (feet)  SCALED    
 LJ0510  ___________________________________________________________________
 LJ0510  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 LJ0510  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 LJ0510
 LJ0510  HORZ ORDER  -  FIRST
 LJ0510
 LJ0510.The horizontal coordinates were established by classical geodetic methods
 LJ0510.and adjusted by the National Geodetic Survey in August 1997..
 LJ0510
 LJ0510.The orthometric height was scaled from a topographic map.
 LJ0510
 LJ0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0510
 LJ0510.The geoid height was determined by GEOID03.
 LJ0510
 LJ0510;                    North         East     Units Scale Factor Converg.
 LJ0510;SPC NE       -   128,123.606   356,290.450   MT  0.99970130   -1 07 54.9
 LJ0510;SPC CO N     -   493,857.784 1,233,475.969   MT  1.00003662   +2 27 00.4
 LJ0510;SPC CO N     - 1,620,265.08  4,046,829.07   sFT  1.00003662   +2 27 00.4
 LJ0510;UTM  14      - 4,539,462.668   272,149.735   MT  1.00023902   -1 46 35.4
 LJ0510
 LJ0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0510!SPC NE       -   0.99984124  x   0.99970130  =   0.99954259
 LJ0510!SPC CO N     -   0.99984124  x   1.00003662  =   0.99987786
 LJ0510!UTM  14      -   0.99984124  x   1.00023902  =   1.00008023
 LJ0510
 LJ0510|---------------------------------------------------------------------|
 LJ0510| PID    Reference Object                     Distance      Geod. Az  |
 LJ0510|                                                           dddmmss.s |
 LJ0510| CP7581 LAWYER RM 3                          15.630 METERS 08055     |
 LJ0510| CP7578 LAWYER AZ MK                                       0901148.5 |
 LJ0510| CP7579 LAWYER RM 1                          27.650 METERS 12807     |
 LJ0510| LJ0508 GRANT SCHOOL BELFRY                 APPROX.14.6 KM 1840408.7 |
 LJ0510| LJ0505 GRANT MUNICIPAL STANDPIPE           APPROX.15.0 KM 1841600.6 |
 LJ0510| LJ0507 GRANT KELLOGG ELEV N GABLE          APPROX.15.1 KM 1851342.3 |
 LJ0510| LJ0504 GRANT CO EXCH GRAIN ELEV N GAB      APPROX.15.1 KM 1853829.7 |
 LJ0510| LJ0506 GRANT CATHOLIC CHURCH CROSS         APPROX.14.3 KM 1864304.8 |
 LJ0510| LJ0509 TRINITY LUTH CH STEEPLE             APPROX. 3.7 KM 2435031.9 |
 LJ0510| CP7580 LAWYER RM 2                          64.910 METERS 25544     |
 LJ0510|---------------------------------------------------------------------|
 LJ0510
 LJ0510                          SUPERSEDED SURVEY CONTROL
 LJ0510
 LJ0510  NAD 83(1986)-  40 58 28.33477(N)    101 42 28.95820(W) AD(       ) 1
 LJ0510  NAD 27      -  40 58 28.35000(N)    101 42 27.33900(W) AD(       ) 1
 LJ0510
 LJ0510.Superseded values are not recommended for survey control.
 LJ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0510.See file dsdata.txt to determine how the superseded data were derived.
 LJ0510
 LJ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7215039463(NAD 83)
 LJ0510_MARKER: DS = TRIANGULATION STATION DISK
 LJ0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0510
 LJ0510  HISTORY     - Date     Condition        Report By
 LJ0510  HISTORY     - 1933     MONUMENTED       CGS
 LJ0510  HISTORY     - 1963     GOOD             CGS
 LJ0510
 LJ0510                          STATION DESCRIPTION
 LJ0510
 LJ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0510'STATION IS ABOUT 11 MILES S OF OGALLALA AND 9 MILES N OF GRANT,
 LJ0510'NEAR SW CORNER OF SEC. 30, T 12 N, R 38 W, IN RIGHT-OF-WAY
 LJ0510'OF UNGRADED ROAD.  MARK IS 5 FEET S OF E AND W FENCE AND
 LJ0510'25 FEET N OF CENTER OF ROADWAY ALLOWANCE BETWEEN SECTIONS
 LJ0510'30 AND 31.
 LJ0510'
 LJ0510'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0510'BRONZE DISKS SET IN CONCRETE.
 LJ0510'
 LJ0510'REFERENCE MARK NO. 1 IS SE OF STATION IN S RIGHT-OF-WAY FENCE.
 LJ0510'
 LJ0510'REFERENCE MARK NO. 2 IS SW BY W OF STATION IN S RIGHT-OF-WAY
 LJ0510'FENCE AND 150 FEET E OF INTERSECTION OF SECTION LINE ROADS.
 LJ0510'
 LJ0510'AZIMUTH MARK IS E OF STATION IN N RIGHT-OF-WAY FENCE AND
 LJ0510'10 FEET E OF MID SECTION LINE FENCE OF SECTION 30.
 LJ0510'
 LJ0510'AZIMUTH MARK IS NOT VISIBLE FROM GROUND.
 LJ0510'
 LJ0510'REACHED FROM OGALLALA BY STATE HIGHWAY 61, S 10.1 MILES TO
 LJ0510'UNGRADED ROAD TURNING E ON SECTION LINE, 1 MILE S OF KEITH-PERKINS
 LJ0510'COUNTY LINE.  TURN E ON THE ROAD 1.1 MILES TO STATION.
 LJ0510'
 LJ0510'FROM GRANT, FOLLOW STATE HIGHWAY 61, N 8.0 MILES, THENCE E ON
 LJ0510'GRADED DIRT ROAD 1.0 MILE, THENCE N 1.0 MILE, THENCE E 120
 LJ0510'YARDS TO STATION.
 LJ0510'
 LJ0510'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.91 METERS.
 LJ0510
 LJ0510                          STATION RECOVERY (1963)
 LJ0510
 LJ0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJK)
 LJ0510'THE STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH MARK
 LJ0510'WERE RECOVERED AS DESCRIBED.  REFERENCE MARK NUMBER 1 HAD
 LJ0510'BEEN DESTROYED BY ROAD CONSTRUCTION AND REFERENCE MARK NUMBER
 LJ0510'3 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE TO REFERENCE
 LJ0510'MARK NUMBER 2 WAS CHECKED IN THE FIELD AND FOUND TO BE
 LJ0510'ACCURATE.  ALL MARKS AT THIS STATION ARE STAMPED SAWYER AND
 LJ0510'NOT LAWYER.  A COMPLETE DESCRIPTION FOLLOWS.
 LJ0510'
 LJ0510'THE STATION IS ABOUT 11 MILES SOUTH OF OGALLALA, 9 MILES
 LJ0510'NORTH OF GRANT ON ROAD RIGHT-OF-WAY.
 LJ0510'
 LJ0510'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 LJ0510'AND STATE HIGHWAY 61 IN THE CENTER OF OGALLALA, GO SOUTH
 LJ0510'ON STATE HIGHWAY 61 FOR 10.85 MILES TO A CROSSROAD.  TURN
 LJ0510'LEFT AND GO EAST ON GRAVELED ROAD FOR 1.1 MILES TO THE STATION
 LJ0510'ON THE LEFT.  TO REACH THE AZIMUTH FROM THIS POINT CONTINUE
 LJ0510'AHEAD ON GRAVELED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON
 LJ0510'THE LEFT ON ROAD RIGHT-OF-WAY.
 LJ0510'
 LJ0510'THE STATION MARK IS A STANDARD DISK STAMPED SAWYER 1933, SET
 LJ0510'IN THE TOP OF A 12-INCH CONCRETE SQUARE MONUMENT WHICH IS
 LJ0510'FLUSH WITH THE GROUND.  IT IS 22 FEET NORTH OF THE CENTER OF A
 LJ0510'GRAVELED ROAD, 7.5 FEET SOUTH OF AN EAST-WEST FENCE LINE,
 LJ0510'AND 7 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 LJ0510'
 LJ0510'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED SAWYER
 LJ0510'NO 2 1933, SET IN THE TOP OF A 12-INCH CONCRETE SQUARE MONUMENT
 LJ0510'WHICH IS FLUSH WITH THE GROUND.  IT IS 215.5 FEET SOUTHWEST
 LJ0510'OF A METAL WITNESS POST WITH SIGN, 142 FEET EAST OF A NORTH-SOUTH
 LJ0510'SECTION LINE ROAD, AND 33 FEET SOUTH OF THE CENTER OF A GRAVELED
 LJ0510'ROAD.
 LJ0510'
 LJ0510'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED SAWYER
 LJ0510'NO 3 1933, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 LJ0510'WHICH PROJECTS 1 INCH.  IT IS 50 FEET EAST OF A METAL WITNESS
 LJ0510'POST WITH SIGN, 29 FEET NORTH OF THE CENTER OF A GRAVELED
 LJ0510'ROAD, AND 0.1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 LJ0510'
 LJ0510'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED SAWYER
 LJ0510'1933, SET IN THE TOP OF A 12-INCH CONCRETE SQUARE MONUMENT
 LJ0510'WHICH PROJECTS 7 INCHES.  IT IS 30 FEET NORTH OF THE CENTER
 LJ0510'OF A GRAVELED ROAD, 3.5 FEET SOUTH OF AN EAST-WEST FENCE
 LJ0510'LINE, AND 3.4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0729 ***********************************************************************
 NN0729  DESIGNATION -  LAY
 NN0729  PID         -  NN0729
 NN0729  STATE/COUNTY-  NE/ROCK
 NN0729  USGS QUAD   -  NEWPORT (1954)
 NN0729
 NN0729                         *CURRENT SURVEY CONTROL
 NN0729  ___________________________________________________________________
 NN0729* NAD 83(1995)-  42 30 01.06110(N)    099 22 21.79019(W)     ADJUSTED  
 NN0729* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 NN0729  ___________________________________________________________________
 NN0729  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 NN0729  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 NN0729
 NN0729  HORZ ORDER  -  FIRST
 NN0729
 NN0729.The horizontal coordinates were established by classical geodetic methods
 NN0729.and adjusted by the National Geodetic Survey in August 1997..
 NN0729
 NN0729.The orthometric height was scaled from a topographic map.
 NN0729
 NN0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0729
 NN0729.The geoid height was determined by GEOID03.
 NN0729
 NN0729;                    North         East     Units Scale Factor Converg.
 NN0729;SPC NE       -   296,302.707   551,551.315   MT  0.99980940   +0 24 56.5
 NN0729;UTM  14      - 4,705,393.105   469,375.205   MT  0.99961154   -0 15 06.5
 NN0729
 NN0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0729!SPC NE       -   0.99988883  x   0.99980940  =   0.99969825
 NN0729!UTM  14      -   0.99988883  x   0.99961154  =   0.99950041
 NN0729
 NN0729:                Primary Azimuth Mark                     Grid Az
 NN0729:SPC NE       -  NEWPORT MUNICIPAL TANK                   017 56 14.8
 NN0729:UTM  14      -  NEWPORT MUNICIPAL TANK                   018 36 17.8
 NN0729
 NN0729|---------------------------------------------------------------------|
 NN0729| PID    Reference Object                     Distance      Geod. Az  |
 NN0729|                                                           dddmmss.s |
 NN0729| NN0732 NEWPORT MUNICIPAL TANK              APPROX.11.9 KM 0182111.3 |
 NN0729| NN0724 STUART MUNICIPAL TANK               APPROX.21.8 KM 0593904.2 |
 NN0729| NN0708 ATKINSON MUNICIPAL TANK             APPROX.32.7 KM 0832943.1 |
 NN0729| CO3926 LAY AZ MK                                          0932630.7 |
 NN0729| CO3927 LAY RM 1                             48.375 METERS 12004     |
 NN0729| NN0783 BASSETT HIGH SCHOOL CHIMNEY         APPROX.15.6 KM 3035909.7 |
 NN0729| NN0782 BASSETT COURTHOUSE CUPOLA FLAG      APPROX.16.2 KM 3042158.1 |
 NN0729| NN0781 BASSETT MUNICIPAL TANK              APPROX.16.6 KM 3053842.6 |
 NN0729| CO3928 LAY RM 2                             56.129 METERS 30745     |
 NN0729|---------------------------------------------------------------------|
 NN0729
 NN0729                          SUPERSEDED SURVEY CONTROL
 NN0729
 NN0729  NAD 83(1986)-  42 30 01.06664(N)    099 22 21.79927(W) AD(       ) 1
 NN0729  NAD 27      -  42 30 01.06900(N)    099 22 20.40300(W) AD(       ) 1
 NN0729
 NN0729.Superseded values are not recommended for survey control.
 NN0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0729.See file dsdata.txt to determine how the superseded data were derived.
 NN0729
 NN0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6937505393(NAD 83)
 NN0729_MARKER: DS = TRIANGULATION STATION DISK
 NN0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0729
 NN0729  HISTORY     - Date     Condition        Report By
 NN0729  HISTORY     - 1934     MONUMENTED       CGS
 NN0729  HISTORY     - 1949     GOOD             CGS
 NN0729
 NN0729                          STATION DESCRIPTION
 NN0729
 NN0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0729'STATION IS LOCATED IN ROCK COUNTY, NEBRASKA 100 YARDS WEST AND
 NN0729'50 YARDS NORTH OF CENTER OF SEC. 12, T. 29 N., R. 18 W.,
 NN0729'7.5 MILES SOUTHWEST OF NEWPORT AND 10 MILES EAST-SOUTHEAST
 NN0729'OF BASSETT, ON THE HIGHEST OF SEVERAL SAND HILLS, AND PROJECTS
 NN0729'8 INCHES ABOVE GROUND.
 NN0729'
 NN0729'TO REACH FROM SHELL GAS STATION IN WESTERN PART OF NEWPORT,
 NN0729'GO SOUTH ON U.S. HIGHWAY 20 FOR 1.5 MILES, TURN RIGHT (WEST)
 NN0729'AND GO 1.5 MILES.  TURN LEFT (SOUTH) ON SANDY SECTION-LINE
 NN0729'ROAD AND GO 5.5 MILES TO T-FENCE CORNER, TURN RIGHT (WEST)
 NN0729'THROUGH FENCE AND GO 0.5 MILE ACROSS FIELD TO TOP OF HIGHEST
 NN0729'HILL AND STATION.
 NN0729'
 NN0729'REFERENCE MARK NO. 1 IS LOCATED EAST-SOUTHEAST OF STATION
 NN0729'ON THE SOUTHEAST SLOPE OF SANDY HILL ON WHICH STATION IS
 NN0729'LOCATED, 2 FEET NORTH OF EAST-WEST FENCE AND 200 FEET WEST
 NN0729'OF NORTH-SOUTH FENCE LINE, PROJECTS 8 INCHES ABOVE GROUND.
 NN0729'
 NN0729'REFERENCE MARK NO. 2 IS LOCATED WEST-NORTHWEST OF STATION
 NN0729'ON NORTHWEST END OF SANDY RIDGE ON WHICH STATION IS LOCATED,
 NN0729'500 FEET WEST OF NORTH-SOUTH FENCE LINE AND 200 FEET NORTH
 NN0729'OF EAST-WEST FENCE LINE AND PROJECTS 8 INCHES ABOVE GROUND.
 NN0729'
 NN0729'AZIMUTH MARK IS LOCATED 0.5 MILE EAST OF STATION IN FENCE
 NN0729'CORNER, 6 FEET WEST OF NORTH-SOUTH FENCE LINE AND 6 FEET
 NN0729'NORTH OF EAST-WEST FENCE LINE.  MARK PROJECTS 6 INCHES ABOVE
 NN0729'GROUND.  TO REACH AZIMUTH FROM STATION, GO EAST ACROSS FIELD
 NN0729'0.5 MILE TO AZIMUTH IN FENCE CORNER.
 NN0729'
 NN0729'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 NN0729
 NN0729                          STATION RECOVERY (1949)
 NN0729
 NN0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0729'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 NN0729'CONDITION.
 NN0729'
 NN0729'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NN0729'
 NN0729'THE STATION IS LOCATED ABOUT 10.0 MILES EAST-SOUTHEAST OF
 NN0729'BASSETT AND 7.5 MILES SOUTHWEST OF NEWPORT.  IT IS ON THE
 NN0729'SUMMIT OF THE HIGHEST SAND HILL IN THE VICINITY, 83.0 FEET
 NN0729'NORTH OF A FENCE AND 3.0 FEET SOUTHWEST OF A WITNESS POST.
 NN0729'IT PROJECTS 8 INCHES AND IS STAMPED, LAY 1934.
 NN0729'
 NN0729'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL
 NN0729'AND IS ABOUT 25 FEET BELOW THE ELEVATION OF THE STATION.
 NN0729'IT IS 2.0 FEET NORTH OF A FENCE AND IS ABOUT 3 INCHES BELOW
 NN0729'THE SURFACE OF THE GROUND.  IT IS STAMPED, LAY NO 1 1934.
 NN0729'
 NN0729'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE HILL
 NN0729'AND IS ABOUT 12 FEET BELOW THE ELEVATION OF THE STATION.
 NN0729'IT IS ABOUT 200 FEET NORTH OF A FENCE, PROJECTS 4 INCHES AND
 NN0729'IS STAMPED, LAY NO 2 1934.
 NN0729'
 NN0729'AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF A MEADOW, 44.0
 NN0729'FEET SOUTH-SOUTHWEST OF A CATTLE GUARD, 41.0 FEET WEST OF THE
 NN0729'CENTER OF A SECTION-LINE ROAD, 13.0 FEET WEST-NORTHWEST
 NN0729'OF A FENCE CORNER, AND 5.5 FEET NORTH OF A WITNESS POST.
 NN0729'IT PROJECTS 3 INCHES AND IS STAMPED, LAY AZI 1934.
 NN0729'
 NN0729'TO REACH THE STATION FROM THE POST OFFICE IN NEWPORT, GO SOUTH
 NN0729'FOR 0.5 MILE TO U.S. HIGHWAY NO. 20, TURN RIGHT AND GO WEST
 NN0729'ON U.S. HIGHWAY NO. 20 FOR 0.25 MILE TO A CROSSROAD, TURN
 NN0729'LEFT AND GO SOUTH ON GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD
 NN0729'RIGHT, TURN RIGHT AND GO WEST FOR 0.5 MILE TO A CROSSROAD,
 NN0729'TURN LEFT AND GO SOUTH ON GRAVELED AND DIRT ROAD FOR 4.2
 NN0729'MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO WEST ON TRACK
 NN0729'ROAD FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH ON
 NN0729'TRACK ROAD FOR 1.1 MILES TO A SIDE ROAD LEFT, LEADING TO A
 NN0729'RANCH, CONTINUE SOUTH ON TRACK ROAD FOR 0.1 MILE TO A CATTLE
 NN0729'GUARD, CONTINUE SOUTH ON TRACK ROAD FOR 0.7 MILE TO A
 NN0729'CATTLE GUARD AND GATE, (AZIMUTH MARK IS 44 FEET
 NN0729'SOUTH-SOUTHWEST OF CATTLE GUARD), CONTINUE SOUTH ON TRACK
 NN0729'ROAD FOR 0.05 MILE TO A WIRE GATE ON THE RIGHT, TURN
 NN0729'RIGHT THROUGH WIRE GATE AND GO WEST-NORTHWEST ACROSS
 NN0729'MEADOW FOR 0.3 MILE, TURN RIGHT AND CROSS FENCE INTO
 NN0729'ANOTHER MEADOW, TURN LEFT AND GO WEST ALONG THE NORTH
 NN0729'SIDE OF A FENCE OF 0.25 MILE TO THE TOP OF A SAND HILL
 NN0729'AND THE STATION.
 NN0729'
 NN0729'A 74 FOOT SIGNAL AT KRAMER IS VISIBLE AT 4 FEET.
 NN0729'
 NN0729'A 74 FOOT SIGNAL AT NEWPORT 1934 IS VISIBLE AT 4 FEET.
 NN0729'
 NN0729'A 4 FOOT SIGNAL AT KRYSL IS VISIBLE AT 4 FEET.
 NN0729'
 NN0729'A 74 FOOT SIGNAL AT BLAINE 1934 IS VISIBLE AT 37 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0587 ***********************************************************************
 NP0587  DESIGNATION -  LAY
 NP0587  PID         -  NP0587
 NP0587  STATE/COUNTY-  NE/CHERRY
 NP0587  USGS QUAD   -  BOVEE VALLEY EAST (1969)
 NP0587
 NP0587                         *CURRENT SURVEY CONTROL
 NP0587  ___________________________________________________________________
 NP0587* NAD 83(1995)-  42 31 19.27375(N)    102 03 46.15814(W)     ADJUSTED  
 NP0587* NAVD 88     -      1210.     (meters)    3970.     (feet)  SCALED    
 NP0587  ___________________________________________________________________
 NP0587  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 NP0587  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 NP0587
 NP0587  HORZ ORDER  -  FIRST
 NP0587
 NP0587.The horizontal coordinates were established by classical geodetic methods
 NP0587.and adjusted by the National Geodetic Survey in August 1997..
 NP0587
 NP0587.The orthometric height was scaled from a topographic map.
 NP0587
 NP0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0587
 NP0587.The geoid height was determined by GEOID03.
 NP0587
 NP0587;                    North         East     Units Scale Factor Converg.
 NP0587;SPC NE       -   300,550.229   330,544.858   MT  0.99981608   -1 22 01.3
 NP0587;UTM  13      - 4,711,919.691   741,261.179   MT  1.00031620   +1 59 10.0
 NP0587;UTM  14      - 4,712,285.282   248,417.569   MT  1.00037880   -2 04 16.2
 NP0587
 NP0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0587!SPC NE       -   0.99981326  x   0.99981608  =   0.99962937
 NP0587!UTM  13      -   0.99981326  x   1.00031620  =   1.00012940
 NP0587!UTM  14      -   0.99981326  x   1.00037880  =   1.00019198
 NP0587
 NP0587:                Primary Azimuth Mark                     Grid Az
 NP0587:SPC NE       -  C 67                                     194 59 19.4
 NP0587:UTM  13      -  C 67                                     191 38 08.1
 NP0587:UTM  14      -  C 67                                     195 41 34.3
 NP0587
 NP0587|---------------------------------------------------------------------|
 NP0587| PID    Reference Object                     Distance      Geod. Az  |
 NP0587|                                                           dddmmss.s |
 NP0587| NP0586 C 67                                APPROX. 1.4 KM 1933718.1 |
 NP0587| CP9827 LAY RM 1                             15.435 METERS 20751     |
 NP0587| CP9828 LAY RM 2                             20.257 METERS 33430     |
 NP0587|---------------------------------------------------------------------|
 NP0587
 NP0587                          SUPERSEDED SURVEY CONTROL
 NP0587
 NP0587  NAD 83(1986)-  42 31 19.26637(N)    102 03 46.16098(W) AD(       ) 1
 NP0587  NAD 27      -  42 31 19.29100(N)    102 03 44.52100(W) AD(       ) 1
 NP0587
 NP0587.Superseded values are not recommended for survey control.
 NP0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0587.See file dsdata.txt to determine how the superseded data were derived.
 NP0587
 NP0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH4126111920(NAD 83)
 NP0587_MARKER: DS = TRIANGULATION STATION DISK
 NP0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0587
 NP0587  HISTORY     - Date     Condition        Report By
 NP0587  HISTORY     - 1946     MONUMENTED       CGS
 NP0587  HISTORY     - 1968     GOOD             USGS
 NP0587
 NP0587                          STATION DESCRIPTION
 NP0587
 NP0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0587'LOCATED ABOUT 21 MILES SOUTH BY EAST OF GORDON AND 5 FEET
 NP0587'NORTHEAST OF A REFERENCE POST ON THE HIGHEST POINT OF THE MOST
 NP0587'PROMINENT SAND DUNE IN THE VICINITY.  IT IS STAMPED LAY 1946
 NP0587'AND PROJECTS 4 INCHES.
 NP0587'
 NP0587'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION.
 NP0587'IT IS STAMPED LAY NO 1 1946 AND PROJECTS 8 INCHES.
 NP0587'
 NP0587'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE DUNE AND
 NP0587'ABOUT 6 FEET LOWER THAN THE STATION.  IT IS STAMPED LAY NO 2
 NP0587'1946 AND PROJECTS 8 INCHES.
 NP0587'
 NP0587'THE AZIMUTH MARK IS ON THE NORTH SLOPE OF A SAND HILL, 31
 NP0587'PACES SOUTH OF A TRACK ROAD AND A CATTLE GUARD, 20 FEET SOUTH
 NP0587'OF A FENCE CORNER AND 3 FEET EAST OF A WIRE FENCE.  IT IS
 NP0587'A STANDARD USGS BM DISK STAMPED C67 1946 SET IN AN 8-INCH BY
 NP0587'8-INCH CONCRETE POST THAT PROJECTS 4 INCHES.
 NP0587'
 NP0587'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0587'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO SOUTH
 NP0587'ON NO. 27 FOR 11.5 MILES TO THE BRIDGE OVER THE NIOBRARA
 NP0587'RIVER.  CONTINUE SOUTH ON NO. 27 FOR 9.5 MILES TO AN AUTO
 NP0587'GATE WITH SEVERAL SIGNS ON IT AND A LARGE MAIL BOX WITH THE
 NP0587'NAME WILMER RUSSELL ON THE LEFT.  THEN LEFT (EAST) ON A SAND
 NP0587'ROAD FOR 4.0 MILES TO A SCHOOL HOUSE ON THE LEFT.  CONTINUE
 NP0587'EASTERLY FOR 3.25 MILES TO A CATTLE GUARD.  PASS THROUGH
 NP0587'CATTLE GUARD, CONTINUE EASTERLY, FOR 0.5 MILE TO ANOTHER
 NP0587'CATTLE GUARD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NP0587'EASTERLY FOR 0.7 MILE TO A FORK AND A SIGN ON THE RIGHT.
 NP0587'THEN LEFT FORK FOR 0.1 MILE.  THEN LEAVE THE MAIN TRAVELED
 NP0587'ROAD, TAKE THE LEFT FORK ACROSS A MEADOW, THROUGH A VERY
 NP0587'SANDY PASS (NORTH) THEN WESTERLY FOR 1.35 MILES TO RANCH
 NP0587'BUILDINGS ON THE RIGHT.  TURN LEFT, SOUTH, FOR 0.05 MILE.
 NP0587'THEN RIGHT, WEST, KEEPING TO THE SOUTH OF A WIRE FENCE FOR
 NP0587'0.3 MILE.  THEN BEAR LEFT, SOUTHERLY, FOR 0.3 MILE TO THE
 NP0587'HIGHEST POINT OF THE DUNE AND THE STATION.
 NP0587
 NP0587                          STATION RECOVERY (1968)
 NP0587
 NP0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0587'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED.
 NP0587'
 NP0587'STATION MARK, AZIMUTH MARK (C 67 1946), AND REFERENCE MARKS
 NP0587'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NP0587'
 NP0587'THE OLD DESCRIPTION IS ADEQUATE.
 NP0587'
 NP0587'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0528 ***********************************************************************
 MN0528  DESIGNATION -  LAYNE
 MN0528  PID         -  MN0528
 MN0528  STATE/COUNTY-  NE/MORRILL
 MN0528  USGS QUAD   -  BAYARD NE (1965)
 MN0528
 MN0528                         *CURRENT SURVEY CONTROL
 MN0528  ___________________________________________________________________
 MN0528* NAD 83(1995)-  41 57 41.51375(N)    103 21 04.80030(W)     ADJUSTED  
 MN0528* NAVD 88     -      1377.     (meters)    4518.     (feet)  SCALED    
 MN0528  ___________________________________________________________________
 MN0528  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 MN0528  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 MN0528
 MN0528  HORZ ORDER  -  FIRST
 MN0528
 MN0528.The horizontal coordinates were established by classical geodetic methods
 MN0528.and adjusted by the National Geodetic Survey in August 1997..
 MN0528
 MN0528.The orthometric height was scaled from a topographic map.
 MN0528
 MN0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0528
 MN0528.The geoid height was determined by GEOID03.
 MN0528
 MN0528;                    North         East     Units Scale Factor Converg.
 MN0528;SPC NE       -   241,668.789   222,327.933   MT  0.99969016   -2 13 15.3
 MN0528;UTM  13      - 4,646,819.617   636,622.882   MT  0.99982968   +1 06 09.1
 MN0528
 MN0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0528!SPC NE       -   0.99978711  x   0.99969016  =   0.99947734
 MN0528!UTM  13      -   0.99978711  x   0.99982968  =   0.99961683
 MN0528
 MN0528|---------------------------------------------------------------------|
 MN0528| PID    Reference Object                     Distance      Geod. Az  |
 MN0528|                                                           dddmmss.s |
 MN0528| CP7583 LAYNE RM 1                           38.246 METERS 24829     |
 MN0528| CP7582 LAYNE AZ MK                                        3361241.6 |
 MN0528| CP7584 LAYNE RM 2                           35.515 METERS 34253     |
 MN0528|---------------------------------------------------------------------|
 MN0528
 MN0528                          SUPERSEDED SURVEY CONTROL
 MN0528
 MN0528  NAD 83(1995)-  41 57 41.51362(N)    103 21 04.80046(W) AD(       ) 1
 MN0528  NAD 83(1986)-  41 57 41.50988(N)    103 21 04.80229(W) AD(       ) 1
 MN0528  NAD 27      -  41 57 41.64000(N)    103 21 03.02900(W) AD(       ) 1
 MN0528
 MN0528.Superseded values are not recommended for survey control.
 MN0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0528.See file dsdata.txt to determine how the superseded data were derived.
 MN0528
 MN0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3662346820(NAD 83)
 MN0528_MARKER: DS = TRIANGULATION STATION DISK
 MN0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0528
 MN0528  HISTORY     - Date     Condition        Report By
 MN0528  HISTORY     - 1934     MONUMENTED       CGS
 MN0528  HISTORY     - 1946     GOOD             CGS
 MN0528
 MN0528                          STATION DESCRIPTION
 MN0528
 MN0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0528'STATION IS ABOUT 18 MILES NE OF SCOTTSBLUFF, ON THE HIGHEST
 MN0528'PART OF A RIDGE IN PASTURE LAND, AND ABOUT 1.7 MILES SW OF A
 MN0528'SCHOOL HOUSE ON A GRADED ROAD, MARKED DISTRICT NO. 10.
 MN0528'
 MN0528'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0528'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 MN0528'
 MN0528'REFERENCE MARK NO. 1 IS WSW AND NO. 2 N OF STATION.
 MN0528'
 MN0528'AZIMUTH MARK IS ABOUT 0.3 MILE NNW OF STATION, AND UNDER AN
 MN0528'E-W FENCE LINE.
 MN0528'
 MN0528'THE STATION IS REACHED FROM MINATARE BY GOING TO THE NE PART
 MN0528'OF TOWN AND U.S. HIGHWAY 26.  DRIVE E ON HIGHWAY 26, 8.4 MILES
 MN0528'TO THE JUNCTION OF NOS. 26 N AND 26 S.  LEAVE THE HIGHWAY AND
 MN0528'DRIVE N ON A GRADED ROAD 10.9 MILES TO A WIRE GATE ON THE
 MN0528'W SIDE OF THE ROAD.  THIS POINT IS ABOUT 0.2 MILE S OF A WHITE
 MN0528'SCHOOL HOUSE.  PASS THROUGH GATE AND DRIVE W ON A TRAIL 0.6
 MN0528'MILE TO A WINDMILL.  CONTINUE ON THE TRAIL SW 0.5 MILE TO
 MN0528'A WIRE GATE IN THE SW CORNER OF THE PASTURE.  FROM THIS GATE
 MN0528'DRIVE WEST-SOUTHWESTERLY 0.5 MILE TO THE HIGHEST POINT AND
 MN0528'THE STATION.
 MN0528'
 MN0528'A 10-FOOT STAND WAS ERECTED.
 MN0528
 MN0528                          STATION RECOVERY (1946)
 MN0528
 MN0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0528'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 MN0528'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MN0528'
 MN0528'LOCATED ABOUT 18 MILES, AIRLINE, NORTHEAST OF SCOTTSBLUFF,
 MN0528'28 MILES, AIRLINE, SOUTHWEST OF ALLIANCE AND ABOUT 1.7 MILES,
 MN0528'AIRLINE, SOUTHWEST OF DISTRICT NO. 10 SCHOOL HOUSE, ON THE
 MN0528'HIGHEST POINT OF AN EAST-WEST RIDGE.
 MN0528'STAMPED LAYNE 1934, PROJECTING 4 INCHES.
 MN0528'
 MN0528'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE
 MN0528'STATION.  IT IS STAMPED LAYNE NO 1 1934 AND PROJECTS ABOUT
 MN0528'4 INCHES.
 MN0528'
 MN0528'REFERENCE MARK NO. 2 IS NORTH OF THE STATION.  IT
 MN0528'IS STAMPED LAYNE NO 2 1934 AND PROJECTS 4 INCHES.
 MN0528'
 MN0528'THE AZIMUTH MARK IS 0.3 MILES NORTH-NORTHWEST OF THE
 MN0528'STATION, 0.5 MILE WEST OF A WIRE GATE AT A FENCE CORNER AND
 MN0528'1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS A STANDARD
 MN0528'REFERENCE MARK DISK, STAMPED LAYNE AZIMUTH 1934 AND PROJECTS
 MN0528'10 INCHES.
 MN0528'
 MN0528'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 19, 1.4
 MN0528'MILES WEST OF ALLIANCE, GO SOUTHERLY ON STATE HIGHWAY 19 FOR
 MN0528'23.0 MILES TO THE JUNCTION OF STATE HIGHWAY 19 AND U.S. HIGHWAY
 MN0528'26N.  TURN RIGHT, WEST, AND AND CONTINUE ON U.S. HIGHWAY
 MN0528'26N FOR 9.05 MILES TO A CROSSROADS AND THE MOOMAWS STORE ON
 MN0528'THE RIGHT.  TURN RIGHT, NORTH, ON DIRT ROAD AND GO 9.55 MILES
 MN0528'TO A FORK.  TAKE LEFT FORK AND CONTINUE FOR 1.8 MILES TO A
 MN0528'WIRE GATE ON THE LEFT, 0.2 MILES BEFORE REACHING A SMALL,
 MN0528'WHITE SCHOOLHOUSE ON THE LEFT.  TURN LEFT, WEST, THROUGH WIRE
 MN0528'GATE AND FOLLOW OLD TRACK ROAD FOR 0.6 MILE TO A WINDMILL,
 MN0528'PASS TO THE LEFT OF THE WIMDMILL AND CONTINUE ON TRACK ROAD
 MN0528'FOR 0.5 MILE TO A WIRE GATE AT A FENCE CORNER.  PASS
 MN0528'THROUGH GATE AND GO SOUTHWEST FOR 0.5 MILE TO THE HIGHEST
 MN0528'POINT OF THE RIDGE AND THE STATION AS DESCRIBED.
 MN0528'
 MN0528'TO REACH THE AZIMUTH MARK FROM THE WIRE GATE IN THE FENCE
 MN0528'CORNER, FOLLOW ALONG THE EAST-WEST FENCE LINE FOR 0.5 MILE
 MN0528'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4164 ***********************************************************************
 AB4164  SACS        -  This is a Secondary Airport Control Station.
 AB4164  DESIGNATION -  LCG A
 AB4164  PID         -  AB4164
 AB4164  STATE/COUNTY-  NE/WAYNE
 AB4164  USGS QUAD   -  ALTONA NW (1966)
 AB4164
 AB4164                         *CURRENT SURVEY CONTROL
 AB4164  ___________________________________________________________________
 AB4164* NAD 83(1995)-  42 14 18.36907(N)    096 58 55.51508(W)     ADJUSTED  
 AB4164* NAVD 88     -       434.31   (meters)    1424.9    (feet)  GPS OBS   
 AB4164  ___________________________________________________________________
 AB4164  X           -    -574,918.278 (meters)                     COMP
 AB4164  Y           -  -4,694,466.322 (meters)                     COMP
 AB4164  Z           -   4,265,523.846 (meters)                     COMP
 AB4164  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AB4164  ELLIP HEIGHT-         409.38  (meters)          (12/12/01) GPS OBS
 AB4164  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AB4164
 AB4164  HORZ ORDER  -  FIRST
 AB4164  ELLP ORDER  -  FOURTH    CLASS II
 AB4164
 AB4164.This mark is at Wayne Municipal Airport (LCG)
 AB4164
 AB4164.The horizontal coordinates were established by GPS observations
 AB4164.and adjusted by the National Geodetic Survey in 19979723..
 AB4164
 AB4164.The orthometric height was determined by GPS observations and a
 AB4164.high-resolution geoid model.
 AB4164
 AB4164.GPS derived orthometric heights for airport stations designated as
 AB4164.PACS or SACS are published to 2 decimal places.  This maintains
 AB4164.centimeter relative accuracy between the PACS and SACS.  It does
 AB4164.not indicate centimeter accuracy relative to other marks which are
 AB4164.part of the NAVD 88 network.
 AB4164
 AB4164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4164
 AB4164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4164
 AB4164.The ellipsoidal height was determined by GPS observations
 AB4164.and is referenced to NAD 83.
 AB4164
 AB4164.The geoid height was determined by GEOID03.
 AB4164
 AB4164;                    North         East     Units Scale Factor Converg.
 AB4164;SPC NE       -   271,380.863   748,985.499   MT  0.99974031   +1 59 59.9
 AB4164;UTM  14      - 4,678,221.369   666,496.759   MT  0.99994110   +1 21 24.4
 AB4164
 AB4164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4164!SPC NE       -   0.99993580  x   0.99974031  =   0.99967612
 AB4164!UTM  14      -   0.99993580  x   0.99994110  =   0.99987690
 AB4164
 AB4164:                Primary Azimuth Mark                     Grid Az
 AB4164:SPC NE       -  MITCHELL                                 255 20 24.4
 AB4164:UTM  14      -  MITCHELL                                 255 58 59.9
 AB4164
 AB4164|---------------------------------------------------------------------|
 AB4164| PID    Reference Object                     Distance      Geod. Az  |
 AB4164|                                                           dddmmss.s |
 AB4164| NM1926 MITCHELL                            457.698 METERS 2572024.3 |
 AB4164|---------------------------------------------------------------------|
 AB4164
 AB4164                          SUPERSEDED SURVEY CONTROL
 AB4164
 AB4164  ELLIP H (97/23/97)  409.44   (m)                       GP(       ) 4 2
 AB4164
 AB4164.Superseded values are not recommended for survey control.
 AB4164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4164.See file dsdata.txt to determine how the superseded data were derived.
 AB4164
 AB4164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6649778221(NAD 83)
 AB4164_MARKER: I = METAL ROD
 AB4164_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4164_STAMPING: LCG A 1995
 AB4164_MARK LOGO: NGS   
 AB4164_PROJECTION: FLUSH
 AB4164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4164+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1997
 AB4164_ROD/PIPE-DEPTH: 17.1 meters
 AB4164_SLEEVE-DEPTH  : 1 meters
 AB4164
 AB4164  HISTORY     - Date     Condition        Report By
 AB4164  HISTORY     - 1995     MONUMENTED       NGS
 AB4164  HISTORY     - 19970624 GOOD             NGS
 AB4164
 AB4164                          STATION DESCRIPTION
 AB4164
 AB4164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4164'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH OF CONCORD, 1.55
 AB4164'MI (2.49 KM) EAST OF WAYNE, AT THE WAYNE MUNICIPAL AIRPORT NEAR THE
 AB4164'APPROACH END OF RUNWAY 31 AND A FUTURE RUNWAY.  OWNERSHIP--WAYNE
 AB4164'AIRPORT AUTHORITY, 108 EAST 8TH STREET, WAYNE NE 68787, AIRPORT
 AB4164'MANAGER, ORIN ZACH, PHONE (402) 375-4664.  TO REACH THE STATION FROM
 AB4164'THE JUNCTION OF STATE HIGHWAYS 15 AND 35 IN WAYNE, GO EAST ON STATE
 AB4164'HIGHWAY 35 FOR 0.5 MI (0.8 KM) TO THE NATIONAL GUARD ARMORY ON THE
 AB4164'LEFT, CONTINUE AHEAD AND GO EAST ON STATE HIGHWAY 35 FOR 1.1 MI (1.8
 AB4164'KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE AIRPORT
 AB4164'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A LOCKED GATE AHEAD AND THE
 AB4164'AIRPORT OFFICE ON THE RIGHT, TURN LEFT AND GO WEST, THEN NORTH
 AB4164'FOLLOWING GRAVEL ROAD AROUND A HANGAR TO A TAXIWAY, TURN LEFT AND GO
 AB4164'NORTHWEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 AB4164'RUNWAY, TURN RIGHT AND GO NORTHEAST ON THE RUNWAY FOR 0.25 MI (0.40
 AB4164'KM) TO A TURF RUNWAY INTERSECTION, TURN RIGHT AND GO SOUTHEAST ALONG
 AB4164'THE NORTHEAST EDGE OF THE TURF RUNWAY FOR 0.1 MI (0.2 KM) TO THE
 AB4164'STATION ON THE LEFT.  THE STATION IS 99.0 FT (30.2 M) NORTHEAST OF THE
 AB4164'APPROXIMATE CENTER OF THE TURF RUNWAY, 57.8 FT (17.6 M) EAST OF THE
 AB4164'SOUTHEAST END OF A RUNWAY SIDE MARKER PANEL (2ND FROM THE SOUTHEAST
 AB4164'END), 52.0 FT (15.8 M) SOUTHWEST OF THE EDGE OF A CULTIVATED FIELD,
 AB4164'2.0 FT (0.6 M) NORTH OF A WITNESS POST AND 1.8 FT (0.5 M) SOUTH OF A
 AB4164'WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4164
 AB4164                          STATION RECOVERY (1997)
 AB4164
 AB4164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4164'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0503 ***********************************************************************
 NO0503  DESIGNATION -  LEAT
 NO0503  PID         -  NO0503
 NO0503  STATE/COUNTY-  NE/CHERRY
 NO0503  USGS QUAD   -  IRWIN SE (1990)
 NO0503
 NO0503                         *CURRENT SURVEY CONTROL
 NO0503  ___________________________________________________________________
 NO0503* NAD 83(1995)-  42 51 13.17223(N)    101 47 09.28231(W)     ADJUSTED  
 NO0503* NAVD 88     -      1068.     (meters)    3504.     (feet)  SCALED    
 NO0503  ___________________________________________________________________
 NO0503  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 NO0503  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 NO0503
 NO0503  HORZ ORDER  -  FIRST
 NO0503
 NO0503.The horizontal coordinates were established by classical geodetic methods
 NO0503.and adjusted by the National Geodetic Survey in August 1997..
 NO0503
 NO0503.The orthometric height was scaled from a topographic map.
 NO0503
 NO0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0503
 NO0503.The geoid height was determined by GEOID03.
 NO0503
 NO0503;                    North         East     Units Scale Factor Converg.
 NO0503;SPC NE       -   336,872.000   354,049.604   MT  0.99993616   -1 11 00.7
 NO0503;UTM  14      - 4,748,329.339   272,379.916   MT  1.00023745   -1 53 44.1
 NO0503
 NO0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0503!SPC NE       -   0.99983547  x   0.99993616  =   0.99977165
 NO0503!UTM  14      -   0.99983547  x   1.00023745  =   1.00007289
 NO0503
 NO0503|---------------------------------------------------------------------|
 NO0503| PID    Reference Object                     Distance      Geod. Az  |
 NO0503|                                                           dddmmss.s |
 NO0503| CP9830 LEAT RM 1                            12.672 METERS 04915     |
 NO0503| CP9831 LEAT RM 2                            15.739 METERS 17209     |
 NO0503| CP9829 LEAT AZ MK                                         2563302.0 |
 NO0503|---------------------------------------------------------------------|
 NO0503
 NO0503                          SUPERSEDED SURVEY CONTROL
 NO0503
 NO0503  NAD 83(1986)-  42 51 13.16524(N)    101 47 09.28822(W) AD(       ) 1
 NO0503  NAD 27      -  42 51 13.16900(N)    101 47 07.75300(W) AD(       ) 1
 NO0503
 NO0503.Superseded values are not recommended for survey control.
 NO0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0503.See file dsdata.txt to determine how the superseded data were derived.
 NO0503
 NO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7238048329(NAD 83)
 NO0503_MARKER: DS = TRIANGULATION STATION DISK
 NO0503_SETTING: 0 = UNSPECIFIED SETTING
 NO0503
 NO0503  HISTORY     - Date     Condition        Report By
 NO0503  HISTORY     - 1946     MONUMENTED       CGS
 NO0503
 NO0503                          STATION DESCRIPTION
 NO0503
 NO0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0503'THE STATION IS NEAR THE CENTER AND ON THE HIGHEST PART OF
 NO0503'A LARGE GRASS-COVERED SAND HILL ABOUT 6.4 MILES SOUTH-SOUTHWEST
 NO0503'OF MERRIMAN AND 0.2 MILE NORTH OF AN EAST-WEST FENCE LINE.
 NO0503'IT IS A STANDARD U.S.C. AND G.S. DISK BRAZED TO THE TOP OF
 NO0503'A 3-INCH CAST-IRON PIPE THAT PROJECTS 8 INCHES.  IT IS STAMPED
 NO0503'LEAT 1946.
 NO0503'
 NO0503'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. DISK BRAZED
 NO0503'TO THE TOP OF A 3-INCH CAST-IRON PIPE THAT PROJECTS 9 INCHES.
 NO0503'IT IS ON THE SLOPE OF THE HILL AND IS ABOUT 2 FEET BELOW
 NO0503'STATION ELEVATION.  IT IS STAMPED LEAT NO 1 1946.
 NO0503'
 NO0503'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. DISK BRAZED
 NO0503'TO THE TOP OF A 3-INCH CAST-IRON PIPE THAT PROJECTS 12 INCHES.
 NO0503'IT IS ABOUT THE SAME ELEVATION AS THE STATION AND IS STAMPED
 NO0503'LEAT NO 2 1946.
 NO0503'
 NO0503'AZIMUTH MARK IS NEAR THE CENTER OF A HIGH, FLAT, GRASS-COVERED
 NO0503'SAND HILL AND IS 0.2 MILE NORTH OF AN EAST-WEST FENCE LINE
 NO0503'AND 2 FEET EAST OF A 4 X 4-INCH WITNESS POST.  IT IS A STANDARD
 NO0503'U.S.C. AND G.S. DISK BRAZED TO THE TOP OF A 3-INCH CAST-IRON
 NO0503'PIPE THAT PROJECTS 8 INCHES.  IT IS STAMPED LEAT 1946.
 NO0503'
 NO0503'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NO0503'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO
 NO0503'EAST ON U.S. HIGHWAY NO. 20 FOR 17.8 MILES TO A SIDE ROAD
 NO0503'RIGHT AND A BARREL AND MAILBOX ON POSTS.  CONTINUE ON HIGHWAY
 NO0503'FOR 0.55 MILE TO ANOTHER SIDE ROAD RIGHT AND MAILBOX, TURN
 NO0503'RIGHT ON SAND ROAD, CROSSING CATTLE GUARD, AND CONTINUE
 NO0503'SOUTHEASTERLY FOR 0.8 MILE TO THE BARKLEY RANCH.  CONTINUE
 NO0503'EAST PASSING BETWEEN HOUSE AND BARN FOR 0.05 MILE TO A DIM
 NO0503'FORK LEFT, JUST OUTSIDE OF BARNYARD, TAKE LEFT FORK ACROSS
 NO0503'MEADOW FOR 0.35 MILE TO A DIM FORK, KEEP RIGHT FORK FOR 0.05
 NO0503'MILE TO A FORK.  TURN RIGHT, EAST, AND FOLLOW ALONG THE
 NO0503'NORTH SIDE OF FENCE LINE FOR 0.45 MILE TO A DIM FORK
 NO0503'(WINDMILL 150 YARDS TO THE SOUTHEAST).  TAKE LEFT FORK
 NO0503'AND GO 0.2 MILE TO WIRE GATE IN A NORTH-SOUTH FENCE LINE AT
 NO0503'EAST SIDE OF A MEADOW.  PASS THROUGH GATE AND TURN LEFT
 NO0503'ON TRACK ROAD NORTHEASTERLY ALONG THE BASE OF HILL,
 NO0503'THEN GO SOUTHERLY FOR 1.1 MILES, HERE THE ROAD TURNS EAST.
 NO0503'CONTINUE ON SANDY ROAD FOR 0.6 MILE TO A WIRE GATE IN A
 NO0503'NORTH-SOUTH FENCE LINE, PASS THROUGH GATE AND CONTINUE EAST
 NO0503'ON SANDY TRACK ROAD FOR 0.95 MILE TO A WINDMILL AND STOCK
 NO0503'TANK.  CONTINUE EAST ON TRACK ROAD THROUGH HILLY PASTURE
 NO0503'LAND FOR 1.0 MILE TO A SMALL VALLEY (THIS IS ABOUT 0.2
 NO0503'MILE WEST OF A NORTH-SOUTH FENCE LINE), LEAVE THE ROAD
 NO0503'AND BEAR LEFT, NORTHERLY UP STEEP RAVINE AND THROUGH A SADDLE
 NO0503'FOR 0.25 MILE TO A T FENCE CORNER.  LET DOWN FENCE AND
 NO0503'DRIVE EAST-SOUTHEAST ACROSS HILLY PASTURE LAND FOR 0.3 MILE
 NO0503'TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0503'
 NO0503'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST FOR
 NO0503'0.3 MILE TO THE TOP OF A LARGE FLAT SAND HILL AND THE AZIMUTH
 NO0503'MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0471 ***********************************************************************
 NO0471  DESIGNATION -  LELACHEUR
 NO0471  PID         -  NO0471
 NO0471  STATE/COUNTY-  NE/CHERRY
 NO0471  USGS QUAD   -  MULLEN NE (1987)
 NO0471
 NO0471                         *CURRENT SURVEY CONTROL
 NO0471  ___________________________________________________________________
 NO0471* NAD 83(1995)-  42 10 58.33156(N)    101 06 09.29463(W)     ADJUSTED  
 NO0471* NAVD 88     -      1073.54   (+/-2cm)    3522.1    (feet)  VERTCON   
 NO0471  ___________________________________________________________________
 NO0471  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 NO0471  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 NO0471
 NO0471  HORZ ORDER  -  FIRST
 NO0471  VERT ORDER  -  THIRD ? (See Below)
 NO0471
 NO0471.The horizontal coordinates were established by classical geodetic methods
 NO0471.and adjusted by the National Geodetic Survey in August 1997..
 NO0471
 NO0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0471.The vertical order pertains to the NGVD 29 superseded value.
 NO0471
 NO0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0471
 NO0471.The geoid height was determined by GEOID03.
 NO0471
 NO0471;                    North         East     Units Scale Factor Converg.
 NO0471;SPC NE       -   261,445.050   408,939.481   MT  0.99972837   -0 43 50.4
 NO0471;UTM  14      - 4,672,220.249   326,364.728   MT  0.99997098   -1 24 44.0
 NO0471
 NO0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0471!SPC NE       -   0.99983487  x   0.99972837  =   0.99956328
 NO0471!UTM  14      -   0.99983487  x   0.99997098  =   0.99980585
 NO0471
 NO0471|---------------------------------------------------------------------|
 NO0471| PID    Reference Object                     Distance      Geod. Az  |
 NO0471|                                                           dddmmss.s |
 NO0471| CP9838 LELACHEUR RM 2                       46.647 METERS 01515     |
 NO0471| CP9836 LELACHEUR AZ MK                                    0653625.5 |
 NO0471| CP9837 LELACHEUR RM 1                       42.943 METERS 14034     |
 NO0471|---------------------------------------------------------------------|
 NO0471
 NO0471                          SUPERSEDED SURVEY CONTROL
 NO0471
 NO0471  NAD 83(1986)-  42 10 58.33077(N)    101 06 09.30058(W) AD(       ) 1
 NO0471  NAD 27      -  42 10 58.33400(N)    101 06 07.71500(W) AD(       ) 1
 NO0471  NGVD 29 (07/19/86) 1073.18   (m)         3520.9    (f) LEVELING    3  
 NO0471
 NO0471.Superseded values are not recommended for survey control.
 NO0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0471.See file dsdata.txt to determine how the superseded data were derived.
 NO0471
 NO0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM2636572220(NAD 83)
 NO0471_MARKER: DS = TRIANGULATION STATION DISK
 NO0471_SETTING: 0 = UNSPECIFIED SETTING
 NO0471
 NO0471  HISTORY     - Date     Condition        Report By
 NO0471  HISTORY     - 1933     MONUMENTED       CGS
 NO0471  HISTORY     - 1946     GOOD             CGS
 NO0471
 NO0471                          STATION DESCRIPTION
 NO0471
 NO0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0471'ABOUT 10 MILES NORTH-NORTHWEST OF MULLEN IN SOUTHEAST QUARTER
 NO0471'SEC. 36, T. 26 N., R. 33 W., ON STATE LAND PASTURED BY F.W.
 NO0471'LELACHEUR WHO LIVES ABOUT ONE MILE NORTHEAST OF STATION.
 NO0471'REACHED FROM MULLEN BY GOING NORTH ON G.P. HIGHWAY 10.5 MILE
 NO0471'TO A RANCH GATE LEADING WEST, (GATE 0.45 MILE NORTH OF
 NO0471'SCHOOLHOUSE) GO WEST 2.3 MILES TO RANCH, THROUGH CORRALS AND WEST
 NO0471'0.5 MILE, FOLLOW DIM TRAIL WEST 0.4 MILE TO FENCE, SOUTH 0.55
 NO0471'MILE JUST BEYOND A GATE IN FENCE.  STATION IS ABOUT 300
 NO0471'YARDS WEST OF THIS POINT.  STATION IS ON EASTERNMOST PART
 NO0471'OF HILL.  (HIGHER HILLS WEST ABOUT A MILE).
 NO0471'
 NO0471'ALL MARKS ARE CONCRETE FILLED CAST-IRON PIPES WITH STANDARD
 NO0471'BRONZE DISKS IN TOP.  PIPES SET FIVE FEET IN GROUND AND
 NO0471'PROTRUDING ABOUT 0.5 FEET.
 NO0471'
 NO0471'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION DOWNHILL.
 NO0471'
 NO0471'REFERENCE MARK NO. 2 IS NORTH-NORTHEAST OF STATION.
 NO0471'
 NO0471'AZIMUTH MARK IS EAST-NORTHEAST OF STATION IN FENCE LINE RUNNING
 NO0471'EAST AND WEST.
 NO0471
 NO0471                          STATION RECOVERY (1946)
 NO0471
 NO0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0471'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 NO0471'IN GOOD CONDITION.
 NO0471'
 NO0471'DESCRIPTION FOLLOWS--
 NO0471'
 NO0471'LOCATED ABOUT 10 MILES, AIRLINE, NORTH NORTHWEST OF MULLEN
 NO0471'AND 300 YARDS SOUTH OF AN EAST-WEST FENCE LINE AND ON THE
 NO0471'SUMMIT OF A PROMINENT SAND HILL.  IT IS A STANDARD U.S.C. AND G.S.
 NO0471'DISK CEMENTED IN THE TOP OF A 4-INCH CAST-IRON PIPE THAT PROJECTS
 NO0471'1 INCH AND IS STAMPED LELACHEUR 1933.
 NO0471'
 NO0471'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL
 NO0471'AND IS ABOUT 12 FEET BELOW STATION ELEVATION.  IT IS A STANDARD
 NO0471'U.S.C. AND G.S. REFERENCE MARK DISK CEMENTED IN THE TOP OF A
 NO0471'4-INCH CAST-IRON PIPE THAT PROJECTS 8 INCHES.  IT IS STAMPED
 NO0471'LELACHEUR NO 1 1933.
 NO0471'
 NO0471'REFERENCE MARK NO. 2 IS ON THE NORTHEAST SLOPE OF THE HILL
 NO0471'AND IS ABOUT 14 FEET BELOW STATION ELEVATION.  IT IS A STANDARD
 NO0471'U.S.C. AND G.S. REFERENCE MARK DISK CEMENTED IN THE TOP OF A
 NO0471'4-INCH CAST-IRON PIPE THAT PROJECTS 6 INCHES.  IT IS STAMPED
 NO0471'LELACHEUR NO 2 1933.
 NO0471'
 NO0471'AZIMUTH MARK IS ON THE CREST OF A LOW SAND RIDGE AND IN AN
 NO0471'EAST-WEST FENCE LINE.  IT IS A STANDARD U.S.C. AND G.S. DISK
 NO0471'CEMENTED IN THE TOP OF A 4-INCH CAST-IRON PIPE THAT PROJECTS
 NO0471'13 INCHES.  IT IS STAMPED LELACHEUR AZIMUTH 1933
 NO0471'
 NO0471'TO REACH THE STATION FROM THE VILLAGE OF MULLEN, GO NORTH
 NO0471'ON THE G.P. HIGHWAY FOR 10.5 MILES TO A GATE ON THE LEFT AND
 NO0471'A ROAD GOING WEST, (0.45 MILE NORTH OF A SCHOOL HOUSE) TURN
 NO0471'LEFT, WEST, AND FOLLOW TRACK ROAD FOR 2.3 MILES TO A RANCH
 NO0471'HOUSE PASS THROUGH CORRALS AND CONTINUE WEST ON DIM TRACK
 NO0471'ROAD FOR 0.5 MILE TO A FORK, TAKE LEFT FORK AND CONTINUE WEST
 NO0471'0.4 MILE TO A FENCE CORNER, TURN LEFT, SOUTH, AND DRIVE UP
 NO0471'STEEP SLOPE ACROSS COUNTRY FOR 0.55 MILE TO AN EAST-WEST FENCE
 NO0471'LINE, CROSS THROUGH FENCE AND CONTINUE ABOUT 300 YARDS TO THE
 NO0471'HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0471'
 NO0471'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 300 YARDS
 NO0471'TO A FENCE LINE, TURN RIGHT, EAST, AND FOLLOW ALONG FENCE
 NO0471'LINE FOR 0.3 MILE TO THE AZIMUTH MARK IN FENCE LINE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0447 ***********************************************************************
 MM0447  DESIGNATION -  LENA
 MM0447  PID         -  MM0447
 MM0447  STATE/COUNTY-  NE/ARTHUR
 MM0447  USGS QUAD   -  LENA (1985)
 MM0447
 MM0447                         *CURRENT SURVEY CONTROL
 MM0447  ___________________________________________________________________
 MM0447* NAD 83(1995)-  41 41 45.98496(N)    101 28 52.42676(W)     ADJUSTED  
 MM0447* NAVD 88     -      1182.     (meters)    3878.     (feet)  SCALED    
 MM0447  ___________________________________________________________________
 MM0447  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 MM0447  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 MM0447
 MM0447  HORZ ORDER  -  SECOND
 MM0447
 MM0447.The horizontal coordinates were established by classical geodetic methods
 MM0447.and adjusted by the National Geodetic Survey in August 1997..
 MM0447
 MM0447.The orthometric height was scaled from a topographic map.
 MM0447
 MM0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0447
 MM0447.The geoid height was determined by GEOID03.
 MM0447
 MM0447;                    North         East     Units Scale Factor Converg.
 MM0447;SPC NE       -   207,871.220   376,744.278   MT  0.99966409   -0 58 53.8
 MM0447;UTM  14      - 4,619,011.028   293,528.113   MT  1.00012463   -1 39 03.8
 MM0447
 MM0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0447!SPC NE       -   0.99981776  x   0.99966409  =   0.99948191
 MM0447!UTM  14      -   0.99981776  x   1.00012463  =   0.99994237
 MM0447
 MM0447:                Primary Azimuth Mark                     Grid Az
 MM0447:SPC NE       -  LENA AZ MK                               010 25 19.4
 MM0447:UTM  14      -  LENA AZ MK                               011 05 29.4
 MM0447
 MM0447|---------------------------------------------------------------------|
 MM0447| PID    Reference Object                     Distance      Geod. Az  |
 MM0447|                                                           dddmmss.s |
 MM0447| CP7588 LENA AZ MK                                         0092625.6 |
 MM0447| CP7589 LENA RM 1                            10.700 METERS 09405     |
 MM0447| CP7590 LENA RM 2                            13.785 METERS 20558     |
 MM0447|---------------------------------------------------------------------|
 MM0447
 MM0447                          SUPERSEDED SURVEY CONTROL
 MM0447
 MM0447  NAD 83(1986)-  41 41 45.98580(N)    101 28 52.43159(W) AD(       ) 2
 MM0447  NAD 27      -  41 41 46.02100(N)    101 28 50.81600(W) AD(       ) 2
 MM0447
 MM0447.Superseded values are not recommended for survey control.
 MM0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0447.See file dsdata.txt to determine how the superseded data were derived.
 MM0447
 MM0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9352819011(NAD 83)
 MM0447_MARKER: DS = TRIANGULATION STATION DISK
 MM0447_SETTING: 0 = UNSPECIFIED SETTING
 MM0447
 MM0447  HISTORY     - Date     Condition        Report By
 MM0447  HISTORY     - 1946     MONUMENTED       CGS
 MM0447
 MM0447                          STATION DESCRIPTION
 MM0447
 MM0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0447'LOCATED ABOUT 24.5 MILES, AIRLINE, SOUTH OF WHITMAN AND ABOUT
 MM0447'11 MILES, AIRLINE, NORTHWEST OF THE FLATS STORE AND POST OFFICE,
 MM0447'NEAR THE HIGHEST POINT OF A PROMINENT SAND HILL.  IT IS 25 FEET
 MM0447'SOUTHWEST OF THE HIGHEST POINT OF THE HILL.  THERE IS A LARGE
 MM0447'SAND BLOW ON THE NORTH SIDE OF THE HILL.  IT IS A STANDARD
 MM0447'DISK, STAMPED LENA 1946, WELDED ON THE TOP OF A 3-INCH IRON
 MM0447'PIPE PROJECTING 1 FOOT.
 MM0447'
 MM0447'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND ABOUT
 MM0447'12 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK, STAMPED
 MM0447'LENA NO 1 1946, WELDED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 MM0447'1 FOOT.
 MM0447'
 MM0447'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL AND
 MM0447'ABOUT 5 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 MM0447'STAMPED LENA NO 2 1946, WELDED ON THE TOP OF A 3-INCH IRON
 MM0447'PIPE PROJECTING 1 FOOT.
 MM0447'
 MM0447'AZIMUTH MARK IS LOCATED ON A LOW ROUND GRASSY KNOLL ON THE FIRST
 MM0447'RIDGE NORTH OF THE STATION.  IT IS 2.5 FEET SOUTH OF A 2 IN BY
 MM0447'4 IN WITNESS POST PROJECTING 3 FEET.  IT IS A STANDARD DISK,
 MM0447'STAMPED LENA 1946, WELDED ON THE TOP OF A 3-INCH IRON PIPE
 MM0447'PROJECTING 1 FOOT.
 MM0447'
 MM0447'REACHED FROM THE POST OFFICE IN FLATS--GO WEST ON SAND ROAD FOR
 MM0447'0.85 MILES TO A CROSSROAD.  TURN RIGHT, NORTH, ON SAND ROAD AND
 MM0447'GO 4.7 MILES TO A FORK.  TAKE RIGHT FORK KEEPING TO THE NORTH OF A
 MM0447'SMALL LAKE, AND GO 1.6 MILES TO A FORK.  TAKE LEFT FORK AND GO
 MM0447'3.7 MILES TO A FORK, THIS IS ABOUT 0.2 MILE EAST OF A RANCH
 MM0447'HOUSE.  TAKE RIGHT FORK AND GO FOR 0.65 MILES TO A FORK.  THIS
 MM0447'FORK IS 0.55 MILES SOUTH OF A LARGE STUCCO HOUSE.  TURN SHARP
 MM0447'LEFT AND GO 1.6 MILES, ACROSS HAY FIELD, TO A FORK.  TAKE
 MM0447'RIGHT FORK FOR 0.1 TO A WIRE GATE.  PASS THROUGH GATE AND GO
 MM0447'0.15 MILE TO A REVERSE FORK.  KEEP RIGHT ON MAIN TRAVELED ROAD
 MM0447'FOR 1.3 MILES TO A WIRE GATE IN A RANCH YARD.  CONTINUE
 MM0447'WEST ON TRACK ROAD FOR 0.85 MILE.  HERE LEAVE ROAD, TURNING
 MM0447'LEFT AND GO 0.6 MILE TO THE AZIMUTH MARK.  CONTINUE FOR 0.3
 MM0447'MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION AS
 MM0447'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0448 ***********************************************************************
 MM0448  DESIGNATION -  LENA 2
 MM0448  PID         -  MM0448
 MM0448  STATE/COUNTY-  NE/ARTHUR
 MM0448  USGS QUAD   -  LENA (1985)
 MM0448
 MM0448                         *CURRENT SURVEY CONTROL
 MM0448  ___________________________________________________________________
 MM0448* NAD 83(1995)-  41 41 46.63248(N)    101 28 51.83366(W)     ADJUSTED  
 MM0448* NAVD 88     -      1181.4    (meters)    3876.     (feet)  VERTCON   
 MM0448  ___________________________________________________________________
 MM0448  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 MM0448  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 MM0448
 MM0448  HORZ ORDER  -  FIRST
 MM0448
 MM0448.The horizontal coordinates were established by classical geodetic methods
 MM0448.and adjusted by the National Geodetic Survey in August 1997..
 MM0448
 MM0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0448
 MM0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0448
 MM0448.The geoid height was determined by GEOID03.
 MM0448
 MM0448;                    North         East     Units Scale Factor Converg.
 MM0448;SPC NE       -   207,890.953   376,758.328   MT  0.99966410   -0 58 53.4
 MM0448;UTM  14      - 4,619,030.605   293,542.400   MT  1.00012456   -1 39 03.4
 MM0448
 MM0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0448!SPC NE       -   0.99981792  x   0.99966410  =   0.99948208
 MM0448!UTM  14      -   0.99981792  x   1.00012456  =   0.99994246
 MM0448
 MM0448:                Primary Azimuth Mark                     Grid Az
 MM0448:SPC NE       -  LENA AZ MK                               009 03 47.8
 MM0448:UTM  14      -  LENA AZ MK                               009 43 57.8
 MM0448
 MM0448|---------------------------------------------------------------------|
 MM0448| PID    Reference Object                     Distance      Geod. Az  |
 MM0448|                                                           dddmmss.s |
 MM0448| CP7588 LENA AZ MK                                         0080454.4 |
 MM0448| CP7591 LENA 2 RM 3                          12.375 METERS 02054     |
 MM0448| CP7592 LENA 2 RM 4                          14.528 METERS 18623     |
 MM0448|---------------------------------------------------------------------|
 MM0448
 MM0448                          SUPERSEDED SURVEY CONTROL
 MM0448
 MM0448  NAD 83(1986)-  41 41 46.63366(N)    101 28 51.83850(W) AD(       ) 1
 MM0448  NAD 27      -  41 41 46.66790(N)    101 28 50.21597(W) AD(       ) 1
 MM0448  NGVD 29 (07/19/86) 1181.0    (m)         3875.     (f) VERT ANG       
 MM0448
 MM0448.Superseded values are not recommended for survey control.
 MM0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0448.See file dsdata.txt to determine how the superseded data were derived.
 MM0448
 MM0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9354219031(NAD 83)
 MM0448_MARKER: DS = TRIANGULATION STATION DISK
 MM0448_SETTING: 0 = UNSPECIFIED SETTING
 MM0448
 MM0448  HISTORY     - Date     Condition        Report By
 MM0448  HISTORY     - 1973     MONUMENTED       NGS
 MM0448
 MM0448                          STATION DESCRIPTION
 MM0448
 MM0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MM0448'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF ARTHUR, 8.5
 MM0448'MILES SOUTH OF THE DISMAL RIVER, 4 MILES WEST OF BROWN LAKE
 MM0448'AND ON THE HIGHEST SAND HILL IN AREA.  IT IS ON THE PROPERTY OF
 MM0448'MR. WAYNE MOOMBER.
 MM0448'
 MM0448'TO REACH FROM THE POST OFFICE IN ARTHUR, GO EASTERLY ON
 MM0448'STATE HIGHWAY 92 FOR 0.6 MILE TO THE JUNCTION OF STATE HIGHWAYS
 MM0448'92 AND 61.  KEEP RIGHT AND GO EASTERLY ON STATE HIGHWAY 92 FOR 4.7
 MM0448'MILES TO A SURFACED SIDE ROAD LEFT.  CONTINUE EASTERLY ON STATE
 MM0448'HIGHWAY 92 FOR 5.9 MILES TO A SURFACED ROAD LEFT.  TURN LEFT AND
 MM0448'GO NORTHERLY ON THE WINDING SURFACED ROAD FOR 8.5 MILES TO A
 MM0448'FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON GRAVELED ROAD FOR
 MM0448'0.3 TO A RANCH HOUSE ON RIGHT.  CONTINUE WEST ON A TRACK ROAD FOR
 MM0448'0.1 MILE TO A GATE AND WINDMILL.  PASS THROUGH THE GATE AND GO
 MM0448'WEST ON THE TRACK ROAD FOR 1.0 MILE TO A DIM TRACK ROAD LEFT.
 MM0448'TURN LEFT AND GO SOUTHWEST ON DIM TRACK ROAD FOR 0.5 MILE.
 MM0448'(TO REACH THE AZIMUTH MARK FROM HERE, GO NORTHEAST ACROSS
 MM0448'PASTURE FOR 0.1 MILE TO THE MARK ON TOP OF A LOW RIDGE.)
 MM0448'CONTINUE SOUTH ON THE TRACK ROAD FOR 0.2 MILE.  TURN RIGHT AND
 MM0448'GO WESTERLY UP THE RIDGE FOR 0.1 MILE.  HERE TURN RIGHT
 MM0448'AND GO NORTH UP THE STEEP HILL FOR 0.05 MILE TO END OF TRUCK
 MM0448'TRAVEL.  FROM HERE PACK NORTH TO THE TOP OF SAND HILL AND
 MM0448'STATION AS DESCRIBED.  ABOUT A 150 FOOT PACK.
 MM0448'
 MM0448'STATION IS A STANDARD DISK STAMPED LENA 2 1973, SET IN THE
 MM0448'TOP OF A 4-INCH PRECAST CONCRETE TILE WHICH PROJECTS 8 INCHES
 MM0448'ABOVE GROUND SURFACE.  IT IS 5 FEET WEST OF A METAL WITNESS POST
 MM0448'WITH SIGN ATTACHED AND ON THE HIGHEST POINT OF SAND HILL.
 MM0448'
 MM0448'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LENA 2 NO 3
 MM0448'1973, SET IN THE TOP OF A 4-INCH PRECAST CONCRETE TILE WHICH
 MM0448'PROJECTS 12 INCHES ABOVE GROUND SURFACE.  IT IS 44 FEET NORTH OF A
 MM0448'METAL WITNESS POST WITH SIGN ATTACHED AND ABOUT 3 FEET LOWER
 MM0448'THAN THE STATION.
 MM0448'
 MM0448'REFERENCE MARK 4 IS A STANDARD DISK STAMPED LENA 2 NO 4 1973,
 MM0448'SET IN THE TOP OF A 4-INCH PRECAST CONCRETE TILE THAT PROJECTS 8
 MM0448'INCHES ABOVE GROUND SURFACE.  IT IS 44 FEET SOUTH OF A METAL
 MM0448'WITNESS POST, SIGN ATTACHED, ABOUT 2 FEET LOWER THAN THE STATION.
 MM0448'
 MM0448'AZIMUTH MARK IS A STANDARD DISK STAMPED LENA 1946, WELDED
 MM0448'ON TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 12 INCHES ABOVE
 MM0448'GROUND SURFACE.  IT IS 1 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS
 MM0448'POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0478 ***********************************************************************
 MN0478  DESIGNATION -  LENZEN
 MN0478  PID         -  MN0478
 MN0478  STATE/COUNTY-  NE/CHEYENNE
 MN0478  USGS QUAD   -  SIDNEY MUNI AIRPORT (1972)
 MN0478
 MN0478                         *CURRENT SURVEY CONTROL
 MN0478  ___________________________________________________________________
 MN0478* NAD 83(1995)-  41 06 46.74247(N)    102 52 42.45557(W)     ADJUSTED  
 MN0478* NAVD 88     -      1281.7    (meters)    4205.     (feet)  VERTCON   
 MN0478  ___________________________________________________________________
 MN0478  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 MN0478  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 MN0478
 MN0478  HORZ ORDER  -  SECOND
 MN0478
 MN0478.The horizontal coordinates were established by classical geodetic methods
 MN0478.and adjusted by the National Geodetic Survey in August 1997..
 MN0478
 MN0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0478
 MN0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0478
 MN0478.The geoid height was determined by GEOID03.
 MN0478
 MN0478;                    North         East     Units Scale Factor Converg.
 MN0478;SPC NE       -   146,097.355   258,355.808   MT  0.99968196   -1 54 27.2
 MN0478;SPC CO N     -   505,665.277 1,134,571.890   MT  1.00007014   +1 41 37.9
 MN0478;SPC CO N     - 1,659,003.50  3,722,341.28   sFT  1.00007014   +1 41 37.9
 MN0478;UTM  13      - 4,553,468.471   678,125.327   MT  0.99999051   +1 23 43.4
 MN0478
 MN0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0478!SPC NE       -   0.99980211  x   0.99968196  =   0.99948413
 MN0478!SPC CO N     -   0.99980211  x   1.00007014  =   0.99987223
 MN0478!UTM  13      -   0.99980211  x   0.99999051  =   0.99979262
 MN0478
 MN0478|---------------------------------------------------------------------|
 MN0478| PID    Reference Object                     Distance      Geod. Az  |
 MN0478|                                                           dddmmss.s |
 MN0478| CP7594 LENZEN RM 1                          42.431 METERS 05238     |
 MN0478| CP7595 LENZEN RM 2                          42.879 METERS 12719     |
 MN0478| CP7593 LENZEN AZ MK                                       1831517.4 |
 MN0478| MN0481 SIDNEY COLLIER TV MAST              APPROX.10.7 KM 2305918.1 |
 MN0478| MN0488 SIDNEY RADIO STA KSID TOWER         APPROX. 8.2 KM 2842123.3 |
 MN0478|---------------------------------------------------------------------|
 MN0478
 MN0478                          SUPERSEDED SURVEY CONTROL
 MN0478
 MN0478  NAD 83(1995)-  41 06 46.74254(N)    102 52 42.45553(W) AD(       ) 2
 MN0478  NAD 83(1995)-  41 06 46.73636(N)    102 52 42.45498(W) AD(       ) 2
 MN0478  NAD 83(1986)-  41 06 46.73598(N)    102 52 42.45507(W) AD(       ) 2
 MN0478  NAD 27      -  41 06 46.78760(N)    102 52 40.74100(W) AD(       ) 2
 MN0478  NGVD 29 (07/19/86) 1281.1    (m)         4203.     (f) VERT ANG       
 MN0478
 MN0478.Superseded values are not recommended for survey control.
 MN0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0478.See file dsdata.txt to determine how the superseded data were derived.
 MN0478
 MN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7812553468(NAD 83)
 MN0478_MARKER: DS = TRIANGULATION STATION DISK
 MN0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0478_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0478
 MN0478  HISTORY     - Date     Condition        Report By
 MN0478  HISTORY     - 1963     MONUMENTED       CGS
 MN0478
 MN0478                          STATION DESCRIPTION
 MN0478
 MN0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0478'THE STATION IS LOCATED IN A CULTIVATED FIELD OWNED BY MR. JEROME
 MN0478'LENZEN, ABOUT 5 MILES SOUTHEAST OF SIDNEY, 5 MILES EAST OF THE
 MN0478'SIDNEY MUNICIPAL AIRPORT AND 3 MILES SOUTH-SOUTHWEST OF COLTON.
 MN0478'
 MN0478'TO REACH THE STATION FROM THE AMERICAN NATIONAL BANK IN SIDNEY,
 MN0478'DRIVE SOUTH ON 10TH AVENUE FOR 2.15 MILES TO THE JUNCTION OF
 MN0478'STATE HIGHWAY 19.  KEEP RIGHT AND CONTINUE SOUTH ON STATE
 MN0478'HIGHWAY 19 FOR 0.45 MILE TO A FORK WHERE THE HIGHWAY CURVES
 MN0478'TO THE RIGHT.  CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.2 MILE
 MN0478'TO A CROSSROAD.  TURN LEFT AND DRIVE EAST ON A GRAVELED ROAD
 MN0478'FOR 5.0 MILES TO THE AZIMUTH MARK ON THE NORTH SIDE OF THE
 MN0478'ROAD.  CONTINUE EAST FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN
 MN0478'LEFT AND DRIVE NORTH ALONG THE WEST SIDE OF A NORTH-SOUTH
 MN0478'FENCE FOR 0.5 MILE TO A WIRE GATE IN AN EAST-WEST FENCE.
 MN0478'PASS THROUGH THE WIRE GATE AND GO WEST ALONG THE NORTH SIDE
 MN0478'OF THE EAST-WEST FENCE FOR 109 FEET TO THE STATION ON THE
 MN0478'LEFT.
 MN0478'
 MN0478'THE STATION MARK IS A STANDARD DISK, STAMPED LENZEN 1963, SET
 MN0478'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0478'INCHES IN DIAMETER AND SET 14 INCHES BELOW THE SURFACE OF
 MN0478'THE GROUND.  IT IS 109 FEET WEST OF A T-FENCE AND WIRE GATE
 MN0478'AND 6.0 FEET NORTH OF AN EAST-WEST FENCE.
 MN0478'
 MN0478'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LENZEN NO 1 1963,
 MN0478'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0478'INCHES IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND
 MN0478'SURFACE.  IT IS 89 FEET NORTH OF A T-FENCE AND WIRE GATE AND
 MN0478'1.0 FOOT WEST OF A NORTH-SOUTH FENCE.
 MN0478'
 MN0478'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LENZEN NO 2 1963,
 MN0478'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0478'INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 MN0478'SURFACE.  IT IS 81 FEET SOUTH OF A T-FENCE AND A WIRE GATE AND
 MN0478'1.0 FOOT WEST OF A NORTH-SOUTH FENCE.
 MN0478'
 MN0478'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LENZEN 1963, SET
 MN0478'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0478'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 MN0478'SURFACE.  IT IS 35 FEET NORTH OF THE CENTER OF AN EAST-WEST
 MN0478'GRAVELED ROAD, 1.6 FEET NORTH OF AN EAST-WEST FENCE, 1-1/2
 MN0478'FEET WEST-SOUTHWEST OF A POWER POLE AND 1.3 FEET NORTHEAST OF A
 MN0478'METAL WITNESS POST WITH A SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0513 ***********************************************************************
 MN0513  DESIGNATION -  LETAN
 MN0513  PID         -  MN0513
 MN0513  STATE/COUNTY-  NE/MORRILL
 MN0513  USGS QUAD   -  RUSH LAKE (1986)
 MN0513
 MN0513                         *CURRENT SURVEY CONTROL
 MN0513  ___________________________________________________________________
 MN0513* NAD 83(1995)-  41 59 20.06981(N)    102 51 22.32518(W)     ADJUSTED  
 MN0513* NAVD 88     -      1258.     (meters)    4127.     (feet)  SCALED    
 MN0513  ___________________________________________________________________
 MN0513  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 MN0513  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 MN0513
 MN0513  HORZ ORDER  -  SECOND
 MN0513
 MN0513.The horizontal coordinates were established by classical geodetic methods
 MN0513.and adjusted by the National Geodetic Survey in August 1997..
 MN0513
 MN0513.The orthometric height was scaled from a topographic map.
 MN0513
 MN0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0513
 MN0513.The geoid height was determined by GEOID03.
 MN0513
 MN0513;                    North         East     Units Scale Factor Converg.
 MN0513;SPC NE       -   243,234.239   263,435.886   MT  0.99969408   -1 53 34.1
 MN0513;UTM  13      - 4,650,767.775   677,579.551   MT  0.99998804   +1 26 04.4
 MN0513
 MN0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0513!SPC NE       -   0.99980576  x   0.99969408  =   0.99949990
 MN0513!UTM  13      -   0.99980576  x   0.99998804  =   0.99979380
 MN0513
 MN0513|---------------------------------------------------------------------|
 MN0513| PID    Reference Object                     Distance      Geod. Az  |
 MN0513|                                                           dddmmss.s |
 MN0513| CP7598 LETAN RM 1                           16.527 METERS 11439     |
 MN0513| CP7599 LETAN RM 2                           13.906 METERS 31953     |
 MN0513| CP7415 3969                                               3562927.1 |
 MN0513|---------------------------------------------------------------------|
 MN0513
 MN0513                          SUPERSEDED SURVEY CONTROL
 MN0513
 MN0513  NAD 83(1995)-  41 59 20.06941(N)    102 51 22.32538(W) AD(       ) 2
 MN0513  NAD 83(1986)-  41 59 20.06650(N)    102 51 22.32428(W) AD(       ) 2
 MN0513  NAD 27      -  41 59 20.17300(N)    102 51 20.59700(W) AD(       ) 2
 MN0513
 MN0513.Superseded values are not recommended for survey control.
 MN0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0513.See file dsdata.txt to determine how the superseded data were derived.
 MN0513
 MN0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG7758050768(NAD 83)
 MN0513_MARKER: DD = SURVEY DISK
 MN0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0513
 MN0513  HISTORY     - Date     Condition        Report By
 MN0513  HISTORY     - 1946     MONUMENTED       USGS
 MN0513
 MN0513                          STATION DESCRIPTION
 MN0513
 MN0513'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 MN0513'LOCATED ABOUT 5 MILES, AIRLINE, SOUTH OF ALLIANCE AND ABOUT
 MN0513'4.5 MILES, AIRLINE EAST-SOUTHEAST OF THE LETAN STOCK YARDS,
 MN0513'ON THE HIGHEST PART OF A SAND HILL IN A PASTURE.  IT IS A
 MN0513'USGS BENCH MARK, STAMPED LETAN 1946, SET IN THE TOP OF A 6-INCH
 MN0513'SQUARE CONCRETE POST PROJECTING 6 INCHES.
 MN0513'
 MN0513'REFERENCE MARK NO. 1 IS A USGS REFERENCE MARK DISK, STAMPED
 MN0513'LETAN NO 1 1946, SET IN THE TOP OF A 6-INCH SQUARE, CONCRETE
 MN0513'POST PROJECTING 1.5 FEET
 MN0513'
 MN0513'REFERENCE MARK NO. 2 IS A USGS REFERENCE MARK DISK, STAMPED
 MN0513'LETAN NO 2 1946, SET IN THE TOP OF A 6-INCH SQUARE, CONCRETE
 MN0513'POST PROJECTING 15 INCHES.
 MN0513'
 MN0513'USGS BENCH MARK 3969 WAS USED AS THE AZIMUTH MARK.  IT IS 28
 MN0513'FEET NORTH OF A FENCE CORNER, 52 FEET SOUTH OF THE CENTER LINE
 MN0513'OF THE EAST-WEST ROAD AND 3 FEET NORTH OF A TELEPHONE POLE.
 MN0513'IT IS A CAP DISK RIVETED ON TOP OF A 4-INCH IRON PIPE PROJECTING
 MN0513'15 INCHES.
 MN0513'
 MN0513'TO REACH FROM THE STOP LIGHT IN THE CENTER OF ALLIANCE, GO
 MN0513'EAST ON STATE HIGHWAYS 2 AND 19 FOR 0.55 MILE TO POTASH STREET,
 MN0513'TURN RIGHT ON POTASH STREET AND 0.5 MILE TO A T INTERSECTION,
 MN0513'TURN LEFT, EAST, AND GO 0.1 MILE TO A SIDE ROAD RIGHT AT
 MN0513'THE SOUTH SIDE OF THE RODEO GROUNDS.  TURN RIGHT AND GO 6.3
 MN0513'MILES TO THE AZIMUTH MARK ON THE LEFT AND A FORK.  TAKE RIGHT
 MN0513'FORK AND GO 0.3 MILE TO A WIRE GATE, PASS THROUGH GATE AND
 MN0513'TURN SHARP LEFT AND GO 0.55 MILE TO A WINDMILL IN A FENCE
 MN0513'CORNER.  HERE TURN LEFT AND WORK WAY UP HILL FOR 0.35 MILE TO
 MN0513'A FENCE LINE.  TAKE FENCE LINE DOWN AND CONTINUE 0.1 MILE
 MN0513'TO THE HIGHEST POINT OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1276 ***********************************************************************
 MJ1276  DESIGNATION -  LEVEE
 MJ1276  PID         -  MJ1276
 MJ1276  STATE/COUNTY-  NE/DOUGLAS
 MJ1276  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1276
 MJ1276                         *CURRENT SURVEY CONTROL
 MJ1276  ___________________________________________________________________
 MJ1276* NAD 83(1995)-  41 18 12.03471(N)    095 52 50.89015(W)     ADJUSTED  
 MJ1276* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 MJ1276  ___________________________________________________________________
 MJ1276  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 MJ1276  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ1276
 MJ1276  HORZ ORDER  -  THIRD
 MJ1276
 MJ1276.The horizontal coordinates were established by classical geodetic methods
 MJ1276.and adjusted by the National Geodetic Survey in August 1997..
 MJ1276
 MJ1276.The orthometric height was scaled from a topographic map.
 MJ1276
 MJ1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1276
 MJ1276.The geoid height was determined by GEOID03.
 MJ1276
 MJ1276;                    North         East     Units Scale Factor Converg.
 MJ1276;SPC NE       -   171,422.044   844,729.545   MT  0.99966481   +2 43 47.2
 MJ1276;SPC IA S     -   147,463.198   300,646.758   MT  0.99994996   -1 34 05.7
 MJ1276;UTM  15      - 4,576,435.681   258,820.999   MT  1.00031592   -1 54 08.6
 MJ1276
 MJ1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1276!SPC NE       -   0.99995744  x   0.99966481  =   0.99962226
 MJ1276!SPC IA S     -   0.99995744  x   0.99994996  =   0.99990740
 MJ1276!UTM  15      -   0.99995744  x   1.00031592  =   1.00027334
 MJ1276
 MJ1276|---------------------------------------------------------------------|
 MJ1276| PID    Reference Object                     Distance      Geod. Az  |
 MJ1276|                                                           dddmmss.s |
 MJ1276| CL7293 LEVEE RM 1                           29.152 METERS 07145     |
 MJ1276| MJ1247 OMAHA DES MOINES GRN 3 AWY BCN      APPROX. 2.0 KM 0903726.1 |
 MJ1276| CL7292 LEVEE AZ MK                                        1773313.1 |
 MJ1276| MJ1272 OMAHA MUNICIPAL AIRPORT AIR BN      APPROX. 1.8 KM 2444417.2 |
 MJ1276| MJ1279 OMAHA PACIFIC ELEV CO WATER TK      APPROX. 4.8 KM 2574008.5 |
 MJ1276| CL7294 LEVEE RM 2                           28.403 METERS 34339     |
 MJ1276|---------------------------------------------------------------------|
 MJ1276
 MJ1276                          SUPERSEDED SURVEY CONTROL
 MJ1276
 MJ1276  NAD 83(1986)-  41 18 12.04316(N)    095 52 50.89114(W) AD(       ) 3
 MJ1276  NAD 27      -  41 18 12.05100(N)    095 52 49.84600(W) AD(       ) 3
 MJ1276
 MJ1276.Superseded values are not recommended for survey control.
 MJ1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1276.See file dsdata.txt to determine how the superseded data were derived.
 MJ1276
 MJ1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5882176436(NAD 83)
 MJ1276_MARKER: DS = TRIANGULATION STATION DISK
 MJ1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1276
 MJ1276  HISTORY     - Date     Condition        Report By
 MJ1276  HISTORY     - 1947     MONUMENTED       CGS
 MJ1276  HISTORY     - 1961     MARK NOT FOUND   CGS
 MJ1276
 MJ1276                          STATION DESCRIPTION
 MJ1276
 MJ1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1276'THE STATION IS LOCATED ON THE EAST EDGE OF THE LEVEE, NEAR THE
 MJ1276'NORTHEAST CORNER OF THE OMAHA MUNICIPAL AIRPORT.  IT IS 52 FEET
 MJ1276'SOUTH OF A DIM ROAD LEADING EAST, AND 19 FEET EAST OF THE
 MJ1276'CENTERLINE OF THE ROAD ON THE LEVEE.  THE MARK PROJECTS 2 INCHES
 MJ1276'AND THE DISK IS STAMPED LEVEE 1947.
 MJ1276'
 MJ1276'REFERENCE MARK NO. 1 IS 95.64 FEET EAST-NORTHEAST OF THE STATION
 MJ1276'AND 15 FEET NORTH OF DIM ROAD LEADING EAST.  THE MARK PROJECTS
 MJ1276'4 INCHES AND THE DISK IS STAMPED LEVEE NO 1 1947.
 MJ1276'
 MJ1276'REFERENCE MARK NO. 2 IS 93.18 FEET NORTH OF THE STATION, 41 FEET
 MJ1276'NORTH OF DIM ROAD LEADING EAST AND 33 FEET EAST OF THE CENTERLINE
 MJ1276'OF THE ROAD ON LEVEE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MJ1276'STAMPED LEVEE NO 2 1947.
 MJ1276'
 MJ1276'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHWEST OF THE STATION,
 MJ1276'53 FEET EAST OF THE BOUNDARY FENCE OF AIRFIELD AND 20 FEET WEST
 MJ1276'OF THE CENTERLINE OF THE ROAD ON LEVEE.  THE MARK PROJECTS 6 INCHES
 MJ1276'AND THE DISK IS STAMPED LEVEE 1947.
 MJ1276'
 MJ1276'TO REACH FROM THE CORNER OF 16TH AND DOUGLAS STREETS IN OMAHA, GO
 MJ1276'NORTH ON 16TH STREET 1.9 MILES TO LOCUST STREET, TURN LEFT ON
 MJ1276'LOCUST STREET FOR 1.8 MILES TO 21ST STREET, TURN LEFT (NORTH) ON
 MJ1276'21ST STREET FOR 0.2 MILE TO ADAMS STREET, TURN RIGHT ON ADAMS
 MJ1276'STREET FOR 0.85 MILE TO LEVEE, TURN LEFT ALONG WEST SIDE OF LEVEE
 MJ1276'FOR 0.25 MILE TO A T STREET LEFT, BEAR RIGHT ON TRACK ROAD TO
 MJ1276'TOP OF LEVEE, FOLLOW TOP OF LEVEE FOR 1.0 MILE TO THE STATION ON
 MJ1276'THE RIGHT AT DIM ROAD LEADING EAST.
 MJ1276'
 MJ1276'TO REACH AZIMUTH FROM THE STATION, GO SOUTH-SOUTHWEST ALONG THE
 MJ1276'TOP OF LEVEE FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 MJ1276'
 MJ1276'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MJ1276
 MJ1276                          STATION RECOVERY (1961)
 MJ1276
 MJ1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ1276'THE STATION WAS NOT RECOVERED THIS DATE.  A THOROUGH SEARCH WAS
 MJ1276'MADE FOR THE STATION, REFERENCE MARKS, AND AZIMUTH MARK.  THE LEVEE
 MJ1276'UPON WHICH THE STATION IS LOCATED HAS BEEN BUILT UP AND IT IS
 MJ1276'PRESUMED THAT THE MARKS WERE EITHER COVERED BY THE ADDITION OR MAY
 MJ1276'HAVE BEEN KNOCKED OUT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1361 ***********************************************************************
 MJ1361  CBN         -  This is a Cooperative Base Network Control Station.
 MJ1361  PACS        -  This is a Primary Airport Control Station.
 MJ1361  DESIGNATION -  LEVEE
 MJ1361  PID         -  MJ1361
 MJ1361  STATE/COUNTY-  NE/DOUGLAS
 MJ1361  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1361
 MJ1361                         *CURRENT SURVEY CONTROL
 MJ1361  ___________________________________________________________________
 MJ1361* NAD 83(1995)-  41 19 00.49999(N)    095 54 47.20236(W)     ADJUSTED  
 MJ1361* NAVD 88     -       304.633  (meters)     999.45   (feet)  ADJUSTED  
 MJ1361  ___________________________________________________________________
 MJ1361  X           -    -494,253.995 (meters)                     COMP
 MJ1361  Y           -  -4,772,116.221 (meters)                     COMP
 MJ1361  Z           -   4,189,095.304 (meters)                     COMP
 MJ1361  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 MJ1361  ELLIP HEIGHT-         276.81  (meters)          (09/24/01) GPS OBS
 MJ1361  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 MJ1361  DYNAMIC HT  -         304.504 (meters)     999.03  (feet)  COMP
 MJ1361  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 MJ1361
 MJ1361  HORZ ORDER  -  B
 MJ1361  VERT ORDER  -  FIRST     CLASS II
 MJ1361  ELLP ORDER  -  FOURTH    CLASS I
 MJ1361
 MJ1361.This mark is at Eppley Airfield Airport (OMA)
 MJ1361
 MJ1361.The horizontal coordinates were established by GPS observations
 MJ1361.and adjusted by the National Geodetic Survey in June 1996..
 MJ1361
 MJ1361.The orthometric height was determined by differential leveling
 MJ1361.and adjusted by the National Geodetic Survey in June 1991..
 MJ1361
 MJ1361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1361
 MJ1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1361
 MJ1361.The ellipsoidal height was determined by GPS observations
 MJ1361.and is referenced to NAD 83.
 MJ1361
 MJ1361.The geoid height was determined by GEOID03.
 MJ1361
 MJ1361.The dynamic height is computed by dividing the NAVD 88
 MJ1361.geopotential number by the normal gravity value computed on the
 MJ1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1361.degrees latitude (g = 980.6199 gals.).
 MJ1361
 MJ1361.The modeled gravity was interpolated from observed gravity values.
 MJ1361
 MJ1361;                    North         East     Units Scale Factor Converg.
 MJ1361;SPC NE       -   172,786.707   841,957.053   MT  0.99966401   +2 42 30.1
 MJ1361;SPC IA S     -   149,032.251   297,983.574   MT  0.99995041   -1 35 22.3
 MJ1361;UTM  15      - 4,578,020.844   256,166.027   MT  1.00033177   -1 55 27.3
 MJ1361
 MJ1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1361!SPC NE       -   0.99995658  x   0.99966401  =   0.99962061
 MJ1361!SPC IA S     -   0.99995658  x   0.99995041  =   0.99990700
 MJ1361!UTM  15      -   0.99995658  x   1.00033177  =   1.00028834
 MJ1361
 MJ1361                          SUPERSEDED SURVEY CONTROL
 MJ1361
 MJ1361  ELLIP H (06/25/96)  276.87   (m)                       GP(       ) 1 1
 MJ1361  NAD 83(1986)-  41 19 00.50791(N)    095 54 47.20560(W) AD(       ) 1
 MJ1361  NAVD 88 (06/25/96)  304.63   (m)          999.4    (f) LEVELING    3  
 MJ1361  NGVD 29 (07/09/90)  304.50   (m)          999.0    (f) LEVELING    3  
 MJ1361
 MJ1361.Superseded values are not recommended for survey control.
 MJ1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1361.See file dsdata.txt to determine how the superseded data were derived.
 MJ1361
 MJ1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5616678021(NAD 83)
 MJ1361_MARKER: I = METAL ROD
 MJ1361_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MJ1361_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MJ1361_STAMPING: LEVEE 1989
 MJ1361_MARK LOGO: NGS   
 MJ1361_PROJECTION: RECESSED 6 CENTIMETERS
 MJ1361_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MJ1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1361+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1997
 MJ1361_ROD/PIPE-DEPTH: 15.6 meters
 MJ1361_SLEEVE-DEPTH  : 0.76 meters
 MJ1361
 MJ1361  HISTORY     - Date     Condition        Report By
 MJ1361  HISTORY     - 1989     MONUMENTED       NGS
 MJ1361  HISTORY     - 19890809 GOOD             NGS
 MJ1361  HISTORY     - 19950523 GOOD             NGS
 MJ1361  HISTORY     - 19970815 GOOD             NGS
 MJ1361
 MJ1361                          STATION DESCRIPTION
 MJ1361
 MJ1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1361'THE STATION IS LOCATED IN EAST OMAHA AT EPPLEY AIRFIELD, ON A LEVEE
 MJ1361'NORTHWEST OF THE TERMINAL BUILDING.  OWNERSHIP--OMAHA AIRPORT
 MJ1361'AUTHORITY, BOX 19103, OMAHA, NE 68119.  AIRPORT MANAGER IS RONALD B.
 MJ1361'GREAR, TELEPHONE 402-422-6800.  THE AIRFIELD IS A RESTRICTED AREA.
 MJ1361'ADVANCE NOTICE IS REQUIRED TO OCCUPY THE STATION.  CONTACT JOHN WOODS
 MJ1361'(AIRPORT SECURITY) FOR ARRANGING ESCORTS, TELEPHONE 402-422-6808.  TO
 MJ1361'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 680 AND
 MJ1361'30TH STREET (EXIT 13), FIRST EXIT WEST OF THE MISSOURI RIVER ON THE
 MJ1361'NORTH SIDE OF OMAHA, GO SOUTH ON 30TH STREET FOR 0.16 KM (0.10 MI) TO
 MJ1361'A CROSS STREET.  TURN LEFT AND GO EAST ON MCKINLEY STREET FOR 0.48 KM
 MJ1361'(0.30 MI) TO A T-ROAD AT THE RIVER.  TURN RIGHT AND GO SOUTH ON J.
 MJ1361'J. PERSHING DRIVE THEN BEARING LEFT BEFORE CROSSING THE CHICAGO AND
 MJ1361'NORTHWESTERN RAILROAD TRACK THEN GO EAST FOR 3.94 KM (2.45 MI) TO THE
 MJ1361'JUNCTION WITH 16TH STREET.  CONTINUE EAST ON J. J.  PERSHING DRIVE
 MJ1361'WHICH BECOMES A FOUR LANE ROAD AND ABBOTT DRIVE FOR 2.98 KM (1.85 MI)
 MJ1361'TO THE JUNCTION WITH FORT STREET (AIRPORT CARGO ENTRANCE).  CONTINUE
 MJ1361'SOUTHERLY ON ABBOTT DRIVE FOR 1.93 KM (1.20 MI) TO A ROAD LEFT
 MJ1361'LEADING TO A SHUTTLE PARKING LOT AND GATE H. TURN LEFT AND GO EAST
 MJ1361'FOR 0.24 KM (0.15 MI) TO A GATE AT A LARGE YELLOW MAINTENANCE
 MJ1361'BUILDING.  PARK AND MEET THE AIRPORT SECURITY ESCORTS.  THE STATION
 MJ1361'MARK IS SET 7.7 M (25.3 FT) EAST OF A SOUTH GATE POST, 7.2 M (23.6
 MJ1361'FT) EAST OF A NORTH GATE POST, 2.4 M (7.9 FT) NORTH-NORTHWEST OF A
 MJ1361'WITNESS POST, AND 2.4 M (7.9 FT) SOUTH-SOUTHEAST OF A WITNESS POST.
 MJ1361'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.  DESCRIBED BY
 MJ1361'R.D.BALL.
 MJ1361
 MJ1361                          STATION RECOVERY (1989)
 MJ1361
 MJ1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ1361'RECOVERED IN GOOD CONDITION.
 MJ1361
 MJ1361                          STATION RECOVERY (1995)
 MJ1361
 MJ1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MJ1361'THE STATION IS LOCATED IN EAST OMAHA AT EPPLEY AIRFIELD, ON THE TOP
 MJ1361'CENTER OF A LEVEE NORTHWEST OF THE TERMINAL, ABOUT 0.3 MI (0.5 KM)
 MJ1361'NORTH OF THE AIRPORT POST OFFICE AND NEAR IDA CIRCLE.  A KEY WILL BE
 MJ1361'NEEDED TO OPEN A LOCKED GATE.  OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX
 MJ1361'19103, OMAHA NE 68119.  AIRPORT MANAGER IS DONALD SMITHEY, PHONE (402)
 MJ1361'422-6800.  CONTACT RALPH HOLTMAN, AIRPORT PLANNING, AT PHONE (402)
 MJ1361'422-6810 FOR ACCESS TO STATION.  TO REACH THE STATION FROM THE
 MJ1361'JUNCTION OF INTERSTATE HIGHWAYS 80 AND 480 IN SOUTH OMAHA, GO NORTH ON
 MJ1361'INTERSTATE HIGHWAY 480 FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF U.S.
 MJ1361'HIGHWAY 75 NORTH (EXIT 2C), EXIT ONTO U.S. HIGHWAY 75 AND GO NORTH FOR
 MJ1361'2.8 MI (4.5 KM) TO THE JUNCTION OF THE STORZ EXPRESSWAY, EXIT ONTO THE
 MJ1361'STORZ EXPRESSWAY AND GO EASTERLY FOR 2.25 MI (3.62 KM) TO AN
 MJ1361'INTERSECTION, TURN LEFT AND GO NORTH ON LINDBERG DRIVE FOR 0.1 MI (0.2
 MJ1361'KM) TO THE INTERSECTION OF ABBOTT DRIVE, CONTINUE AHEAD AND GO
 MJ1361'NORTHEAST ON LINDBERG DRIVE FOR 0.1 MI (0.2 KM) TO A PAVED ROAD LEFT,
 MJ1361'TURN LEFT AND GO NORTHERLY ON IDA STREET FOR 0.1 MI (0.2 KM) TO THE
 MJ1361'TOP OF THE LEVEE AND A DIM TRACK ROAD RIGHT, TURN RIGHT AND GO EAST ON
 MJ1361'THE DIM TRACK ROAD ALONG THE TOP OF THE LEVEE FOR 0.1 MI (0.2 KM) TO A
 MJ1361'LOCKED GATE AHEAD, THE STATION AHEAD AND ON THE OTHER SIDE OF CHAIN
 MJ1361'LINK FENCE IN THE CENTER OF THE DIM TRACK ROAD.  THE STATION IS
 MJ1361'RECESSED 0.2 FT (6.1 CM) BELOW DIM TRACK ROAD LEVEL, 25.3 FT (7.7 M)
 MJ1361'EAST OF THE SOUTH GATEPOST, 23.6 FT (7.2 M) EAST-SOUTHEAST OF THE
 MJ1361'NORTH GATEPOST WITH WITNESS POST.  NOTE--THIS STATION WAS USED AS AN
 MJ1361'AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 MJ1361
 MJ1361                          STATION RECOVERY (1997)
 MJ1361
 MJ1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MJ1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15AUG1997 (WCW) .  RECOVERED
 MJ1361'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0414 ***********************************************************************
 MN0414  DESIGNATION -  LEWELLEN
 MN0414  PID         -  MN0414
 MN0414  STATE/COUNTY-  NE/GARDEN
 MN0414  USGS QUAD   -  LEWELLEN (1971)
 MN0414
 MN0414                         *CURRENT SURVEY CONTROL
 MN0414  ___________________________________________________________________
 MN0414* NAD 83(1995)-  41 17 00.77580(N)    102 08 54.40314(W)     ADJUSTED  
 MN0414* NAVD 88     -      1134.     (meters)    3720.     (feet)  SCALED    
 MN0414  ___________________________________________________________________
 MN0414  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 MN0414  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 MN0414
 MN0414  HORZ ORDER  -  FIRST
 MN0414
 MN0414.The horizontal coordinates were established by classical geodetic methods
 MN0414.and adjusted by the National Geodetic Survey in August 1997..
 MN0414
 MN0414.The orthometric height was scaled from a topographic map.
 MN0414
 MN0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0414
 MN0414.The geoid height was determined by GEOID03.
 MN0414
 MN0414;                    North         East     Units Scale Factor Converg.
 MN0414;SPC NE       -   163,246.189   320,095.644   MT  0.99966608   -1 25 25.6
 MN0414;UTM  13      - 4,574,156.950   738,802.344   MT  1.00030188   +1 52 56.3
 MN0414
 MN0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0414!SPC NE       -   0.99982527  x   0.99966608  =   0.99949141
 MN0414!UTM  13      -   0.99982527  x   1.00030188  =   1.00012710
 MN0414
 MN0414:                Primary Azimuth Mark                     Grid Az
 MN0414:SPC NE       -  LEWELLEN CHURCH SPIRE                    004 24 37.2
 MN0414:UTM  13      -  LEWELLEN CHURCH SPIRE                    001 06 15.3
 MN0414
 MN0414|---------------------------------------------------------------------|
 MN0414| PID    Reference Object                     Distance      Geod. Az  |
 MN0414|                                                           dddmmss.s |
 MN0414| MN0415 LEWELLEN CHURCH SPIRE               APPROX. 5.1 KM 0025911.6 |
 MN0414| CP7606 LEWELLEN RM 1                        22.666 METERS 10626     |
 MN0414| CP7607 LEWELLEN RM 2                        22.803 METERS 16231     |
 MN0414| CP7608 LEWELLEN RM 3 AZIMUTH                              2190659.1 |
 MN0414| MN0446 OSHKOSH STATE HIGHWAY MAST          APPROX.14.6 KM 2684422.3 |
 MN0414| MN0444 OSHKOSH WATER TANK                  APPROX.21.3 KM 3095920.5 |
 MN0414| MN0445 OSHKOSH PUMPING STA WATER TANK      APPROX.20.7 KM 3102133.7 |
 MN0414| MN0417 LEWELLEN SCHOOLHOUSE CHIMNEY        APPROX. 5.6 KM 3581526.4 |
 MN0414|---------------------------------------------------------------------|
 MN0414
 MN0414                          SUPERSEDED SURVEY CONTROL
 MN0414
 MN0414  NAD 83(1986)-  41 17 00.77539(N)    102 08 54.40554(W) AD(       ) 1
 MN0414  NAD 27      -  41 17 00.82600(N)    102 08 52.74800(W) AD(       ) 1
 MN0414
 MN0414.Superseded values are not recommended for survey control.
 MN0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0414.See file dsdata.txt to determine how the superseded data were derived.
 MN0414
 MN0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3880274157(NAD 83)
 MN0414_MARKER: P = PIPE CAP
 MN0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0414
 MN0414  HISTORY     - Date     Condition        Report By
 MN0414  HISTORY     - 1933     MONUMENTED       USGS
 MN0414  HISTORY     - 1946     GOOD             CGS
 MN0414  HISTORY     - 1963     GOOD             CGS
 MN0414
 MN0414                          STATION DESCRIPTION
 MN0414
 MN0414'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 MN0414'ABOUT 3-1/2 MILES DUE SOUTH OF LEWELLEN, IN SOUTHWEST QUARTER
 MN0414'SEC. 9, T. 15 N., R. 42 W., IN OPEN PASTURE AT EDGE OF BREAKS
 MN0414'OVERLOOKING NORTH PLATTE RIVER.
 MN0414'
 MN0414'REACHED FROM LEWELLEN VIA U.S. HIGHWAY 26, SOUTH 0.8 MILE, THENCE
 MN0414'CONTINUE SOUTH ACROSS BRIDGE 0.8 MILE TO FORK.  KEEP RIGHT-HAND
 MN0414'FORK 4.85 MILES TO PLEASANT VALLEY SCHOOL, THENCE EAST ON
 MN0414'GRADED ROAD 1.5 MILES.  CONTINUE STRAIGHT AHEAD EAST ALONG
 MN0414'SECTION LINE 0.5 MILE TO WIRE GATE AT FENCE CORNER, ENTER GATE
 MN0414'AND DRIVE ACROSS PASTURE NORTHEAST 0.3 MILE TO STATION.  TRUCK
 MN0414'TO STATION.  STATION MARK IS U.S. GEOLOGICAL SURVEY IRON PIPE
 MN0414'WITH CAP, SURROUNDED BY CONCRETE OF STANDARD DIMENSIONS.
 MN0414'
 MN0414'REFERENCE MARK NO. 1 IS EAST OF STATION ON SAME KNOLL.
 MN0414'
 MN0414'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION ON SAME KNOLL.
 MN0414'
 MN0414'REFERENCE MARK NO. 3, AZIMUTH MARK, IS SOUTHWEST OF STATION
 MN0414'IN PASTURE ABOUT 50 FEET NORTH OF TELEPHONE LINE AND SECTION-LINE
 MN0414'FENCE.
 MN0414'
 MN0414'ALL MARKS PROJECT 4 INCHES OR MORE ABOVE GROUND.
 MN0414
 MN0414                          STATION RECOVERY (1946)
 MN0414
 MN0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0414'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 MN0414'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK NO 1 WAS
 MN0414'FOUND TO BE 22.667 METERS INSTEAD OF 22.675 METERS.  REFERENCE
 MN0414'MARK NO. 2 WAS FOUND TO BE 22.803 METERS INSTEAD OF 22.815
 MN0414'METERS MEASURED IN 1933.  IN THE 1933 DESCRIPTION HIGHWAY 26 IS
 MN0414'NO LONGER A MARKED HIGHWAY.  A COMPLETE NEW DESCRIPTION
 MN0414'FOLLOWS--
 MN0414'
 MN0414'LOCATED ABOUT 3.5 MILES, AIRLINE, SOUTH OF LEWELLEN, ON A LOW
 MN0414'ROUNDED KNOLL IN PASTURE LAND.  IT IS A USGS BENCH MARK DISK
 MN0414'SET IN THE CENTER OF THE TOP OF A 12-INCH SQUARE CONCRETE POST
 MN0414'PROJECTING 8 INCHES.  THE POINT OBSERVED FROM WAS THE DOT
 MN0414'WITHIN THE TRIANGLE WHICH IS CENTER-PUNCHED ABOUT 1 INCH
 MN0414'SOUTHEAST OF THE CENTER OF THE DISK.
 MN0414'
 MN0414'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND
 MN0414'ABOUT 2 FEET LOWER THAN THE STATION.  IT IS STAMPED LEWELLEN NO
 MN0414'1 1933 USGS AND PROJECTS 6 INCHES.
 MN0414'
 MN0414'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND
 MN0414'ABOUT 2 FEET LOWER THAN THE STATION.  IT IS STAMPED LEWELLEN
 MN0414'NO 2 1933 USGS AND PROJECTS 6 INCHES.
 MN0414'
 MN0414'AZIMUTH MARK IS ABOUT 0.4 MILE, AIRLINE, SOUTHWEST OF THE STATION.
 MN0414'IT IS 2 FEET NORTHEAST OF A 4-INCH WHITE WOODEN WITNESS POST
 MN0414'PROJECTING 3 FEET.  IT IS 183 FEET NORTHEAST OF A FENCE CORNER
 MN0414'AND 50 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 MN0414'LEWELLEN NO 3 1933 USGS AND PROJECTS 6 INCHES.
 MN0414'
 MN0414'TO REACH FROM THE FLAGPOLE IN THE CENTER OF LEWELLEN GO SOUTH
 MN0414'1 BLOCK, TURN LEFT AND GO 0.2 MILE, TURN RIGHT AND GO 1.3 MILES TO
 MN0414'A SIDE ROAD LEFT.  TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD FOR
 MN0414'4.65 MILES TO A SCHOOLHOUSE ON THE LEFT.  (PLEASANT VALLEY SCHOOL)
 MN0414'TURN LEFT AND GO 0.9 MILE.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE
 MN0414'TO A FENCE CORNER.  CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A
 MN0414'FENCE LINE AND A WIRE GATE.  AZIMUTH MARK ON THE LEFT.
 MN0414'CONTINUE ALONG FENCE FOR 0.15 MILE TO ANOTHER GATE.  PASS
 MN0414'THROUGH THE GATE AND GO 0.3 MILE TO THE HIGHEST POINT OF
 MN0414'THE HILL AND THE STATION AS DESCRIBED.
 MN0414
 MN0414                          STATION RECOVERY (1963)
 MN0414
 MN0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0414'THE STATION WAS FOUND AS DESCRIBED IN 1946 WITH ALL MARKS
 MN0414'APPARENTLY UNDISTURBED.  THE STATION MARK DISK HAS A LARGE
 MN0414'HOLE IN IT AND THE POINT HELD WAS THE ADDED TRIANGLE WITH CENTER
 MN0414'DOT STAMPED WITH DIES ABOUT 1 INCH SOUTHEAST OF ORIGINAL
 MN0414'CENTER CROSS.  THE ORIGINAL ROUTE TO THE STATION WAS FENCED OFF
 MN0414'WITHOUT GATES SO A NEW ROUTE TO DRIVE WAS FOUND.  THE DIRECTIONS
 MN0414'TO THE LEWELLEN SCHOOL CHIMNEY, LEWELLEN CHURCH SPIRE, AND
 MN0414'OSHKOSH PIPELINE TANK TAKEN IN 1933 ARE NO LONGER STANDING
 MN0414'OBJECTS.  A COMPLETE DESCRIPTION FOLLOWS--
 MN0414'
 MN0414'THE STATION IS LOCATED 13-1/2 MILES SOUTHEAST OF OSHKOSH, 4-1/2
 MN0414'MILES WEST-SOUTHWEST OF THE WEST END OF LAKE MC CONAUGHY,
 MN0414'AND 3-1/2 MILES SOUTH OF LEWELLEN.  IT IS ON A HIGH GRASSY RIDGE
 MN0414'IN PASTURELAND OVERLOOKING THE NORTH PLATTE RIVER VALLEY.
 MN0414'
 MN0414'TO REACH THE STATION FROM THE POST OFFICE IN LEWELLEN GO NORTH
 MN0414'ON THE MAIN STREET 1/2 BLOCK TO U.S. HIGHWAY 26.  TURN RIGHT AND
 MN0414'GO SOUTHEAST AND SOUTH ON U.S. HIGHWAY 26 ACROSS THE NORTH PLATTE
 MN0414'RIVER FOR 3.6 MILES TO A PICNIC TABLE AT THE ASH HOLLOW HISTORICAL
 MN0414'MONUMENT AND A GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE AND
 MN0414'FOLLOW TRACK ROAD WEST 0.6 MILE TO GATE IN NORTH-SOUTH FENCE.
 MN0414'CONTINUE WEST ON TRACKS 0.3 MILE TO WINDMILL AND TANK.
 MN0414'CONTINUE WEST AROUND ROCKY POINT AND BEAR RIGHT, UPHILL, IN
 MN0414'DRAW ON DIM TRACKS 0.2 MILE TO TOP OF RIDGE AND GULLIED
 MN0414'CATTLE TRACKS.  CONTINUE WEST ON GULLIED TRACKS 0.2 MILE
 MN0414'TO LOW HILLTOP.  BEAR LEFT AND FOLLOW DIM TRACKS SOUTH UP RIDGE
 MN0414'0.2 MILE.  CONTINUE CLIMBING SOUTH, THEN GRADUALLY WEST, 0.2
 MN0414'MILE TO TOP OF HILL AND STATION.
 MN0414'
 MN0414'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK CAP ON AN
 MN0414'IRON PIPE WITH STAMPING, IF ANY, ILLEGIBLE, REINFORCED BY A
 MN0414'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE THE
 MN0414'GROUND.  IT IS 6 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 MN0414'
 MN0414'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LEWELLEN
 MN0414'U.S.G.S. NO. 1 1933 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MN0414'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  IT IS AT THE SAME
 MN0414'ELEVATION AS THE STATION.
 MN0414'
 MN0414'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LEWELLEN
 MN0414'U.S.G.S. NO. 2 1933 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MN0414'MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS AT THE SAME
 MN0414'ELEVATION AS THE STATION.
 MN0414'
 MN0414'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED LEWELLEN
 MN0414'U.S.G.S. NO. 3 1933 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MN0414'MONUMENT PROJECTING 5 INCHES ABOVE GROUND.  IT IS 56.6 FEET
 MN0414'NORTH OF A WIRE FENCE, AND 1.5 FEET EAST OF A METAL WITNESS
 MN0414'POST WITH SIGN.  TO REACH THIS MARK FROM THE STATION DRIVE TO
 MN0414'THE SOUTHWEST CORNER OF THE PASTURE AND PACK WEST ABOUT 0.1 MILE
 MN0414'TO THE MARK ON A SMALL FLAT-TOPPED HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0415 ***********************************************************************
 MN0415  DESIGNATION -  LEWELLEN CHURCH SPIRE
 MN0415  PID         -  MN0415
 MN0415  STATE/COUNTY-  NE/GARDEN
 MN0415  USGS QUAD   -  LEWELLEN (1971)
 MN0415
 MN0415                         *CURRENT SURVEY CONTROL
 MN0415  ___________________________________________________________________
 MN0415* NAD 83(1995)-  41 19 46.70470(N)    102 08 42.91844(W)     ADJUSTED  
 MN0415* NAVD 88     -                                                        
 MN0415  ___________________________________________________________________
 MN0415  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 MN0415  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 MN0415
 MN0415  HORZ ORDER  -  THIRD
 MN0415
 MN0415.The horizontal coordinates were established by classical geodetic methods
 MN0415.and adjusted by the National Geodetic Survey in August 1997..
 MN0415
 MN0415
 MN0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0415
 MN0415.The geoid height was determined by GEOID03.
 MN0415
 MN0415;                    North         East     Units Scale Factor Converg.
 MN0415;SPC NE       -   168,355.163   320,489.683   MT  0.99966330   -1 25 18.0
 MN0415;UTM  13      - 4,579,283.414   738,901.080   MT  1.00030245   +1 53 10.1
 MN0415
 MN0415                          SUPERSEDED SURVEY CONTROL
 MN0415
 MN0415  NAD 83(1986)-  41 19 46.70411(N)    102 08 42.92045(W) AD(       ) 4
 MN0415  NAD 27      -  41 19 46.76000(N)    102 08 41.26000(W) AD(       ) 3
 MN0415
 MN0415.Superseded values are not recommended for survey control.
 MN0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0415.See file dsdata.txt to determine how the superseded data were derived.
 MN0415
 MN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3890179283(NAD 83)
 MN0415_MARKER: 90 = CHURCH SPIRE
 MN0415
 MN0415  HISTORY     - Date     Condition        Report By
 MN0415  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0415
 MN0415                          STATION DESCRIPTION
 MN0415
 MN0415'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0416 ***********************************************************************
 MN0416  DESIGNATION -  LEWELLEN EAST BASE
 MN0416  PID         -  MN0416
 MN0416  STATE/COUNTY-  NE/GARDEN
 MN0416  USGS QUAD   -  LEWELLEN (1971)
 MN0416
 MN0416                         *CURRENT SURVEY CONTROL
 MN0416  ___________________________________________________________________
 MN0416* NAD 83(1995)-  41 19 48.29275(N)    102 08 12.05191(W)     ADJUSTED  
 MN0416* NAVD 88     -      1021.     (meters)    3350.     (feet)  SCALED    
 MN0416  ___________________________________________________________________
 MN0416  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 MN0416  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 MN0416
 MN0416  HORZ ORDER  -  SECOND
 MN0416
 MN0416.The horizontal coordinates were established by classical geodetic methods
 MN0416.and adjusted by the National Geodetic Survey in August 1997..
 MN0416
 MN0416.The orthometric height was scaled from a topographic map.
 MN0416
 MN0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0416
 MN0416.The geoid height was determined by GEOID03.
 MN0416
 MN0416;                    North         East     Units Scale Factor Converg.
 MN0416;SPC NE       -   168,386.356   321,208.204   MT  0.99966328   -1 24 57.5
 MN0416;UTM  13      - 4,579,356.061   739,617.063   MT  1.00030667   +1 53 30.6
 MN0416
 MN0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0416!SPC NE       -   0.99984299  x   0.99966328  =   0.99950632
 MN0416!UTM  13      -   0.99984299  x   1.00030667  =   1.00014961
 MN0416
 MN0416|---------------------------------------------------------------------|
 MN0416| PID    Reference Object                     Distance      Geod. Az  |
 MN0416|                                                           dddmmss.s |
 MN0416| CP7603 LEWELLEN EAST BASE RM 1              30.572 METERS 01309     |
 MN0416| CP7604 LEWELLEN EAST BASE RM 2              24.034 METERS 08954     |
 MN0416| CP7605 LEWELLEN EAST BASE RM 3 AZIMUTH                    29425     |
 MN0416|---------------------------------------------------------------------|
 MN0416
 MN0416                          SUPERSEDED SURVEY CONTROL
 MN0416
 MN0416  NAD 83(1986)-  41 19 48.29226(N)    102 08 12.05459(W) AD(       ) 2
 MN0416  NAD 27      -  41 19 48.34700(N)    102 08 10.39500(W) AD(       ) 2
 MN0416
 MN0416.Superseded values are not recommended for survey control.
 MN0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0416.See file dsdata.txt to determine how the superseded data were derived.
 MN0416
 MN0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3961779356(NAD 83)
 MN0416_MARKER: DS = TRIANGULATION STATION DISK
 MN0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0416
 MN0416  HISTORY     - Date     Condition        Report By
 MN0416  HISTORY     - 1933     MONUMENTED       CGS
 MN0416  HISTORY     - 1933     GOOD             CGS
 MN0416  HISTORY     - 1970     POOR             USGS
 MN0416
 MN0416                          STATION DESCRIPTION
 MN0416
 MN0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0416'ABOUT 0.4 MILE EAST OF MAIN STREET OF LEWELLEN, ON HIGH BANK
 MN0416'ON NORTH SIDE OF THE UNION PACIFIC RAILROAD, JUST NORTH OF
 MN0416'RIGHT-OF-WAY FENCE IN A SMALL SANDY LOT USED FOR PASTURE.
 MN0416'
 MN0416'REACHED FROM LEWELLEN VIA U.S. HIGHWAY 26 SOUTH AND EAST FROM
 MN0416'FLAGPOLE 0.3 MILE TO SAMS AUTO CAMP.  TURN EAST JUST SOUTH OF
 MN0416'CAMP 0.2 MILE TO END OF STREET.  KEEP LEFT FORK OF TRAIL ACROSS
 MN0416'WYE AND MAIN TRACK OF RAILROAD 0.05 MILE TO GATE.  PASS THROUGH
 MN0416'GATE AND TURN WEST (LETTING DOWN FENCE) 200 YARDS TO STATION.
 MN0416'STATION IS ON EDGE OF STEEP BANK, 57 FEET (SLOPE) NORTH OF
 MN0416'RAILROAD TRACKS, 8 FEET NORTH OF RIGHT-OF-WAY FENCE.  MARK IS
 MN0416'NOW ABOUT 4 INCHES ABOVE GROUND.
 MN0416'
 MN0416'REFERENCE MARK NO. 1 IS NORTH OF STATION.
 MN0416'
 MN0416'REFERENCE MARK NO. 2 IS EAST OF STATION, 35 FEET NORTH OF
 MN0416'RIGHT-OF-WAY FENCE.
 MN0416'
 MN0416'REFERENCE MARK NO. 3 IS WEST OF STATION.
 MN0416'
 MN0416'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.11 METERS.
 MN0416
 MN0416                          STATION RECOVERY (1933)
 MN0416
 MN0416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CIA)
 MN0416'THE STATION IS 2.0 METERS NORTH OF THE RAILROAD RIGHT-OF-WAY
 MN0416'FENCE LINE, 8.3 METERS WEST OF A TELEPHONE POLE, 16.79 METERS
 MN0416'NORTH OF THE SOUTH RAIL OF THE RAILROAD.  MARK IS LOCATED AT
 MN0416'NORTH EDGE OF DEEP RAILROAD CUT ABOUT 1/3 MILE EAST OF DEPOT
 MN0416'AT LEWELLEN, NEBR.
 MN0416'
 MN0416'REFERENCE MARK NO. 1 IS 34.4 METERS NORTHWEST OF REFERENCE MARK
 MN0416'NO. 2, AND 30.5 METERS NORTHWEST OF THE TRIANGULATION STATION.
 MN0416'
 MN0416'REFERENCE MARK NO. 2 IS 38.6 METERS NORTH OF THE UNION PACIFIC
 MN0416'RAILROAD, 34.4 METERS SOUTHEAST OF REFERENCE MARK NO. 1, AND 24
 MN0416'METERS NORTHEAST OF THE TRIANGULATION STATION.
 MN0416'
 MN0416'REFERENCE MARK NO. 3, AZIMUTH MARK, IS 36 METERS EAST OF THE
 MN0416'MAIN STREET OF LEWELLEN, 16.5 METERS NORTH OF THE CENTERLINE
 MN0416'OF A DIRT ROAD, 13.4 METERS SOUTH OF THE UNION PACIFIC RAILROAD,
 MN0416'AND 1.9 METERS EAST OF A TELEPHONE POLE.
 MN0416'
 MN0416'ALL MARKS FOUND TO BE IN EXCELLENT CONDITION.
 MN0416
 MN0416                          STATION RECOVERY (1970)
 MN0416
 MN0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MN0416'THIS MARK PROJECTS ABOUT 3 FEET.  IT IS OVEREDGE ON A STEEP
 MN0416'RAILROAD, CUTBANK AND HAS LIMITED USE AS IT APPEARS TO LEAN
 MN0416'SOME TO THE SOUTH.  IT HAS BEEN PARTIALLY DESTROYED BY GRADING
 MN0416'MACHINERY.  R.M. 1 AND 2 ARE OK BUT OBSCURED FROM THE STATION
 MN0416'MARK BY A GRAIN ELEVATOR AND WEIGH STATION.
 MN0416'
 MN0416'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.4
 MN0416'MILE EAST OF MAIN STREET OF LEWELLEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0417 ***********************************************************************
 MN0417  DESIGNATION -  LEWELLEN SCHOOLHOUSE CHIMNEY
 MN0417  PID         -  MN0417
 MN0417  STATE/COUNTY-  NE/GARDEN
 MN0417  USGS QUAD   -  LEWELLEN (1971)
 MN0417
 MN0417                         *CURRENT SURVEY CONTROL
 MN0417  ___________________________________________________________________
 MN0417* NAD 83(1995)-  41 20 03.04344(N)    102 09 01.76051(W)     ADJUSTED  
 MN0417* NAVD 88     -                                                        
 MN0417  ___________________________________________________________________
 MN0417  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 MN0417  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 MN0417
 MN0417  HORZ ORDER  -  THIRD
 MN0417
 MN0417.The horizontal coordinates were established by classical geodetic methods
 MN0417.and adjusted by the National Geodetic Survey in August 1997..
 MN0417
 MN0417
 MN0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0417
 MN0417.The geoid height was determined by GEOID03.
 MN0417
 MN0417;                    North         East     Units Scale Factor Converg.
 MN0417;SPC NE       -   168,869.769   320,064.343   MT  0.99966306   -1 25 30.4
 MN0417;UTM  13      - 4,579,772.932   738,446.465   MT  1.00029978   +1 52 58.2
 MN0417
 MN0417                          SUPERSEDED SURVEY CONTROL
 MN0417
 MN0417  NAD 83(1986)-  41 20 03.04283(N)    102 09 01.76256(W) AD(       ) 4
 MN0417  NAD 27      -  41 20 03.10000(N)    102 09 00.10000(W) AD(       ) 3
 MN0417
 MN0417.Superseded values are not recommended for survey control.
 MN0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0417.See file dsdata.txt to determine how the superseded data were derived.
 MN0417
 MN0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3844679773(NAD 83)
 MN0417_MARKER: 85 = CHIMNEY
 MN0417
 MN0417  HISTORY     - Date     Condition        Report By
 MN0417  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0417
 MN0417                          STATION DESCRIPTION
 MN0417
 MN0417'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0684 ***********************************************************************
 MN0684  DESIGNATION -  LEWELLEN WEST BASE AZ MK 2
 MN0684  PID         -  MN0684
 MN0684  STATE/COUNTY-  NE/GARDEN
 MN0684  USGS QUAD   -  OSHKOSH (1971)
 MN0684
 MN0684                         *CURRENT SURVEY CONTROL
 MN0684  ___________________________________________________________________
 MN0684* NAD 83(1995)-  41 22 40.76118(N)    102 15 49.77866(W)     ADJUSTED  
 MN0684* NAVD 88     -      1050.     (meters)    3445.     (feet)  SCALED    
 MN0684  ___________________________________________________________________
 MN0684  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 MN0684  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 MN0684
 MN0684  HORZ ORDER  -  THIRD
 MN0684
 MN0684.The horizontal coordinates were established by classical geodetic methods
 MN0684.and adjusted by the National Geodetic Survey in August 1997..
 MN0684
 MN0684.The orthometric height was scaled from a topographic map.
 MN0684
 MN0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0684
 MN0684.The geoid height was determined by GEOID03.
 MN0684
 MN0684;                    North         East     Units Scale Factor Converg.
 MN0684;SPC NE       -   173,974.176   310,710.555   MT  0.99966107   -1 30 00.8
 MN0684;UTM  13      - 4,584,331.727   728,807.778   MT  1.00024434   +1 48 34.0
 MN0684
 MN0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0684!SPC NE       -   0.99983855  x   0.99966107  =   0.99949968
 MN0684!UTM  13      -   0.99983855  x   1.00024434  =   1.00008285
 MN0684
 MN0684                          SUPERSEDED SURVEY CONTROL
 MN0684
 MN0684  NAD 83(1995)-  41 22 40.76018(N)    102 15 49.78160(W) AD(       ) 3
 MN0684  NAD 83(1995)-  41 22 40.76018(N)    102 15 49.78154(W) AD(       ) 3
 MN0684
 MN0684.Superseded values are not recommended for survey control.
 MN0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0684.See file dsdata.txt to determine how the superseded data were derived.
 MN0684
 MN0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2880884332(NAD 83)
 MN0684_MARKER: DZ = AZIMUTH MARK DISK
 MN0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0684_SP_SET: CONCRETE POST
 MN0684_STAMPING: LEWELLEN WEST BASE 1933 NO 2 1982
 MN0684_MARK LOGO: NGS   
 MN0684_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MN0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0684+STABILITY: SURFACE MOTION
 MN0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0684+SATELLITE: SATELLITE OBSERVATIONS - 1982
 MN0684
 MN0684  HISTORY     - Date     Condition        Report By
 MN0684  HISTORY     - 1982     MONUMENTED       NGS
 MN0684
 MN0684                          STATION DESCRIPTION
 MN0684
 MN0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MN0684'THE STATION IS LOCATED ABOUT 10 KM (6.2 MI) NORTHWEST FROM LEWELLEN, 8
 MN0684'KM (5.0 MI) SOUTHEAST FROM OSHKOSH AND ON THE SOUTH RIGHT-OF-WAY OF
 MN0684'U.S. HIGHWAY 26.
 MN0684'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 26 AND STATE HIGHWAY 27, IN
 MN0684'OSHKOSH, GO SOUTHEAST ON HIGHWAY 26 FOR 8.07 KM (5.01 MI) TO THE
 MN0684'STATION ON THE RIGHT.
 MN0684'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 MN0684'PROJECTS 10 CM ABOVE THE GROUND.  THE UNDERGROUND MARK IS RECESSED
 MN0684'1.07 M (3.51 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 11.6 M
 MN0684'(38.1 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 0.3 M
 MN0684'(1.0 FT) WEST FROM A WITNESS POST AND 0.3 M (1.0 FT) NORTHEAST FROM A
 MN0684'FENCE.
 MN0684'THE STATION WAS POSITIONED BY ELECTRONIC TRAVERSE FROM STATION
 MN0684'LEWELLEN WEST BASE RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0685 ***********************************************************************
 MN0685  DESIGNATION -  LEWELLEN WEST BASE RESET
 MN0685  PID         -  MN0685
 MN0685  STATE/COUNTY-  NE/GARDEN
 MN0685  USGS QUAD   -  BARN BUTTE (1971)
 MN0685
 MN0685                         *CURRENT SURVEY CONTROL
 MN0685  ___________________________________________________________________
 MN0685* NAD 83(1995)-  41 22 27.62685(N)    102 15 12.99970(W)     ADJUSTED  
 MN0685* NAVD 88     -      1052.     (meters)    3451.     (feet)  SCALED    
 MN0685  ___________________________________________________________________
 MN0685  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 MN0685  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 MN0685
 MN0685  HORZ ORDER  -  SECOND
 MN0685
 MN0685.The horizontal coordinates were established by classical geodetic methods
 MN0685.and adjusted by the National Geodetic Survey in August 1997..
 MN0685
 MN0685.The orthometric height was scaled from a topographic map.
 MN0685
 MN0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0685
 MN0685.The geoid height was determined by GEOID03.
 MN0685
 MN0685;                    North         East     Units Scale Factor Converg.
 MN0685;SPC NE       -   173,546.936   311,554.044   MT  0.99966122   -1 29 36.5
 MN0685;UTM  13      - 4,583,953.674   729,675.033   MT  1.00024923   +1 48 57.9
 MN0685
 MN0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0685!SPC NE       -   0.99983811  x   0.99966122  =   0.99949938
 MN0685!UTM  13      -   0.99983811  x   1.00024923  =   1.00008729
 MN0685
 MN0685:                Primary Azimuth Mark                     Grid Az
 MN0685:SPC NE       -  LEWELLEN WEST BASE RM 1                  117 47 36.3
 MN0685:UTM  13      -  LEWELLEN WEST BASE RM 1                  114 29 01.9
 MN0685
 MN0685|---------------------------------------------------------------------|
 MN0685| PID    Reference Object                     Distance      Geod. Az  |
 MN0685|                                                           dddmmss.s |
 MN0685| MN0702 LEWELLEN WEST BASE RM 1             APPROX. 1.6 KM 1161759.8 |
 MN0685| MN0703 LEWELLEN WEST BASE RM 2              39.604 METERS 20637     |
 MN0685| MN0684 LEWELLEN WEST BASE AZ MK 2          APPROX. 0.9 KM 2952210.0 |
 MN0685| MN0444 OSHKOSH WATER TANK                  APPROX. 8.4 KM 2953241.7 |
 MN0685| MN0704 LEWELLEN WEST BASE RM 3              98.153 METERS 29651     |
 MN0685|---------------------------------------------------------------------|
 MN0685
 MN0685                          SUPERSEDED SURVEY CONTROL
 MN0685
 MN0685  NAD 83(1995)-  41 22 27.62584(N)    102 15 13.00274(W) AD(       ) 2
 MN0685  NAD 83(1986)-  41 22 27.62597(N)    102 15 13.00260(W) AD(       ) 2
 MN0685  NAD 27      -  41 22 27.68600(N)    102 15 11.32900(W) AD(       ) 2
 MN0685
 MN0685.Superseded values are not recommended for survey control.
 MN0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0685.See file dsdata.txt to determine how the superseded data were derived.
 MN0685
 MN0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2967583954(NAD 83)
 MN0685_MARKER: DH = HORIZONTAL CONTROL DISK
 MN0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0685_SP_SET: CONCRETE POST
 MN0685_STAMPING: LEWELLEN WEST BASE 1933 1982
 MN0685_MARK LOGO: NGS   
 MN0685_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MN0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0685+STABILITY: SURFACE MOTION
 MN0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0685+SATELLITE: SATELLITE OBSERVATIONS - 1982
 MN0685
 MN0685  HISTORY     - Date     Condition        Report By
 MN0685  HISTORY     - 1982     MONUMENTED       NGS
 MN0685
 MN0685                          STATION DESCRIPTION
 MN0685
 MN0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MN0685'THE STATION IS LOCATED ABOUT 11 KM (6.8 MI) NORTHWEST FROM LEWELLEN,
 MN0685'8.85 KM (5.50 MI) SOUTHEAST FROM OSHKOSH AND ON THE NORTHEAST
 MN0685'RIGHT-OF-WAY OF U.S. HIGHWAY 26, ON THE HIGHEST POINT OF A SMALL
 MN0685'KNOLL.
 MN0685'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 26 AND STATE HIGHWAY 27, IN
 MN0685'OSHKOSH, GO SOUTHEAST ON HIGHWAY 26 FOR 8.07 KM (5.01 MI) TO THE
 MN0685'AZIMUTH MARK 2 ON THE RIGHT.  CONTINUE SOUTHEAST FOR 0.95 KM
 MN0685'(0.59 MI) TO THE STATION ON THE LEFT.
 MN0685'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 MN0685'PROJECTS 10 CM ABOVE THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 MN0685'RECESSED 1.2 M (3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 12.9
 MN0685'M (42.3 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY AND 0.46 M
 MN0685'(1.51 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1037 ***********************************************************************
 LF1037  DESIGNATION -  LEWISTON
 LF1037  PID         -  LF1037
 LF1037  STATE/COUNTY-  NE/CASS
 LF1037  USGS QUAD   -  MURRAY (1984)
 LF1037
 LF1037                         *CURRENT SURVEY CONTROL
 LF1037  ___________________________________________________________________
 LF1037* NAD 83(1995)-  40 53 37.55650(N)    095 53 32.26191(W)     ADJUSTED  
 LF1037* NAVD 88     -       365.472  (meters)    1199.05   (feet)  ADJUSTED  
 LF1037  ___________________________________________________________________
 LF1037  LAPLACE CORR-         -10.28  (seconds)                    DEFLEC99
 LF1037  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 LF1037  DYNAMIC HT  -         365.312 (meters)    1198.53  (feet)  COMP
 LF1037  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 LF1037
 LF1037  HORZ ORDER  -  SECOND
 LF1037  VERT ORDER  -  SECOND    CLASS 0
 LF1037
 LF1037.The horizontal coordinates were established by classical geodetic methods
 LF1037.and adjusted by the National Geodetic Survey in August 1997..
 LF1037
 LF1037.The orthometric height was determined by differential leveling
 LF1037.and adjusted by the National Geodetic Survey in June 1991..
 LF1037
 LF1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1037
 LF1037.The geoid height was determined by GEOID03.
 LF1037
 LF1037.The dynamic height is computed by dividing the NAVD 88
 LF1037.geopotential number by the normal gravity value computed on the
 LF1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1037.degrees latitude (g = 980.6199 gals.).
 LF1037
 LF1037.The modeled gravity was interpolated from observed gravity values.
 LF1037
 LF1037;                    North         East     Units Scale Factor Converg.
 LF1037;SPC NE       -   125,955.950   845,928.086   MT  0.99971525   +2 43 19.8
 LF1037;SPC IA S     -   102,023.043   298,433.937   MT  0.99996266   -1 34 32.9
 LF1037;UTM  15      - 4,530,992.003   256,348.451   MT  1.00033075   -1 53 39.8
 LF1037
 LF1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1037!SPC NE       -   0.99994702  x   0.99971525  =   0.99966229
 LF1037!SPC IA S     -   0.99994702  x   0.99996266  =   0.99990969
 LF1037!UTM  15      -   0.99994702  x   1.00033075  =   1.00027776
 LF1037
 LF1037:                Primary Azimuth Mark                     Grid Az
 LF1037:SPC NE       -  LEWISTON AZ MK                           357 45 37.2
 LF1037:SPC IA S     -  LEWISTON AZ MK                           002 03 29.9
 LF1037:UTM  15      -  LEWISTON AZ MK                           002 22 36.8
 LF1037
 LF1037|---------------------------------------------------------------------|
 LF1037| PID    Reference Object                     Distance      Geod. Az  |
 LF1037|                                                           dddmmss.s |
 LF1037| CL7298 LEWISTON AZ MK                                     0002857.0 |
 LF1037| LF1038 LEWISTON RM 1                        19.409 METERS 01833     |
 LF1037| LF1541 LEWISTON RM 3                        26.401 METERS 07935     |
 LF1037| LF1039 LEWISTON RM 2                        23.223 METERS 11021     |
 LF1037| LF1428 MURRAY MUNICIPAL TANK               APPROX. 4.0 KM 3072749.1 |
 LF1037|---------------------------------------------------------------------|
 LF1037
 LF1037                          SUPERSEDED SURVEY CONTROL
 LF1037
 LF1037  NAD 83(1986)-  40 53 37.56476(N)    095 53 32.25802(W) AD(       ) 2
 LF1037  NAD 27      -  40 53 37.56800(N)    095 53 31.22500(W) AD(       ) 2
 LF1037  NGVD 29 (??/??/92)  365.370  (m)         1198.72   (f) ADJ UNCH    2 0
 LF1037
 LF1037.Superseded values are not recommended for survey control.
 LF1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1037.See file dsdata.txt to determine how the superseded data were derived.
 LF1037
 LF1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5634830992(NAD 83)
 LF1037_MARKER: DS = TRIANGULATION STATION DISK
 LF1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1037_STAMPING: LEWISTON 1947
 LF1037_MARK LOGO: CGS   
 LF1037_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LF1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1037+STABILITY: SURFACE MOTION
 LF1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1037+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1980
 LF1037
 LF1037  HISTORY     - Date     Condition        Report By
 LF1037  HISTORY     - 1947     MONUMENTED       CGS
 LF1037  HISTORY     - 1950     GOOD             NGS
 LF1037  HISTORY     - 1974     GOOD             NGS
 LF1037  HISTORY     - 1980     GOOD             NGS
 LF1037  HISTORY     - 19800625 GOOD             NGS
 LF1037
 LF1037                          STATION DESCRIPTION
 LF1037
 LF1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1037'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH OF PLATTSMOUTH,
 LF1037'3.0 MILES SOUTHEAST OF MURRAY, ON THE LEWISTON SCHOOL (DIST. NO.
 LF1037'7) GROUNDS.  IT IS 87 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LF1037'SCHOOL HOUSE, 49 FEET WEST OF THE CENTERLINE OF THE ROAD AND 32
 LF1037'FEET WEST-NORTHWEST OF A TELEPHONE POLE (NO. 2).  THE MARK IS
 LF1037'ABOUT 2 INCHES BELOW THE GROUND AND THE DISK IS STAMPED
 LF1037'LEWISTON 1947.
 LF1037'
 LF1037'REFERENCE MARK NO. 1 IS 63.68 FEET NORTH-NORTHEAST OF THE STATION,
 LF1037'28 FEET WEST OF THE CENTERLINE OF THE ROAD AND 3 FEET SOUTHWEST OF
 LF1037'A FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LF1037'STAMPED LEWISTON NO 1 1947.
 LF1037'
 LF1037'REFERENCE MARK NO. 2 IS 76.19 FEET EAST-SOUTHEAST OF THE
 LF1037'STATION, 24 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT
 LF1037'WEST OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LF1037'DISK IS STAMPED LEWISTON NO. 2 1947.
 LF1037'
 LF1037'AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF THE STATION, 36 FEET
 LF1037'WEST OF THE CENTERLINE OF THE ROAD, 4 FEET WEST OF A TELEPHONE
 LF1037'POLE (NO. 6) AND 3 FEET SOUTHWEST OF A WITNESS POST.  THE MARK
 LF1037'PROJECTS 4 INCHES AND THE DISK IS STAMPED LEWISTON 1947.
 LF1037'
 LF1037'BM N 256 IS 60.90 FEET NORTH OF THE STATION, 45 FEET WEST OF
 LF1037'THE CENTERLINE OF THE ROAD, 20 FEET WEST OF A FENCE CORNER,
 LF1037'2 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 LF1037'THE MARK IS A STANDARD USC AND GS BENCH MARK SET IN AN 8 INCH
 LF1037'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES AND THE DISK IS
 LF1037'STAMPED N 256 1947.
 LF1037'
 LF1037'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 75 AND 34 IN
 LF1037'PLATTSMOUTH, GO SOUTH ON BOTH HIGHWAYS FOR 7.3 MILES TO CROSSROADS
 LF1037'AT THE JUNCTION OF STATE HIGHWAY 1, CONTINUE ON HIGHWAYS 75 AND
 LF1037'34 FOR 1.6 MILES TO A T ROAD LEFT, TURN LEFT (EAST) ON DIRT ROAD
 LF1037'FOR 1.0 MILE TO SCHOOL HOUSE ON THE LEFT AT CROSSROADS AND THE
 LF1037'STATION AS DESCRIBED.
 LF1037'
 LF1037'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH FOR 0.55
 LF1037'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LF1037'
 LF1037'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LF1037
 LF1037                          STATION RECOVERY (1950)
 LF1037
 LF1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF1037'3.5 MI SE FROM MURRAY.
 LF1037'1.0 MILE EAST ALONG STATE HIGHWAY 1 FROM THE MURRAY STATE BANK
 LF1037'AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE
 LF1037'1.5 MILES SOUTH ALONG A DIRT ROAD, IN A SCHOOL YARD, 87 FEET
 LF1037'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 76.2
 LF1037'FEET NORTHWEST OF LEWISTON R.M. 2, 63.7 FEET SOUTHWEST OF
 LF1037'LEWISTON R.M. 1, 60.9 FEET SOUTH OF BENCH MARK N 256, 49 FEET
 LF1037'WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A CONCRETE
 LF1037'POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 LF1037
 LF1037                          STATION RECOVERY (1974)
 LF1037
 LF1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LF1037'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 LF1037'GOOD CONDITION.  REFERENCE MARK 2 AND BENCH MARK N 256 WERE SEARCHED
 LF1037'FOR AND COULD NOT BE FOUND.  THE AZIMUTH MARK WAS RECOVERED LYING
 LF1037'ON TOP THE GROUND NEAR A TELEPHONE POLE.  REFERENCE MARK 3 WAS
 LF1037'ESTABLISHED THIS DATE.  NO VISIBLE OR SUITABLE PLACE TO SET A NEW
 LF1037'AZIMUTH MARK THIS DATE.
 LF1037'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 LF1037'
 LF1037'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH OF PLATTSMOUTH, 3.0
 LF1037'MILES SOUTHEAST OF MURRAY, ON THE OLD LEWISTON SCHOOL (DIST. NO. 7)
 LF1037'GROUNDS THAT IS NOW A SAW MILL SITE.
 LF1037'
 LF1037'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 75 AND 34 AND
 LF1037'STATE HIGHWAY 1, ABOUT 1.0 MILE EAST OF MURRAY, GO SOUTH ON HIGHWAYS
 LF1037'75 AND 34 FOR 2.1 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 LF1037'GRAVELED ROAD FOR 1.05 MILES TO A CROSSROAD.  TURN LEFT AND GO
 LF1037'NORTH ON A GRAVELED ROAD FOR 0.5 MILES TO A SIDE ROAD ON THE RIGHT.
 LF1037'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.05 MILE TO STATION
 LF1037'ON THE LEFT.
 LF1037'
 LF1037'THE STATION MARK IS A STANDARD DISK STAMPED LEWISTON 1947, SET IN
 LF1037'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LF1037'GROUND SURFACE.  IT IS 87 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LF1037'THE OLD SCHOOL BUILDING, 49 FEET WEST OF THE CENTER OF THE
 LF1037'GRAVELED ROAD AND 32 FEET WEST-NORTHWEST OF TELEPHONE POLE NO. 2.
 LF1037'
 LF1037'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LEWISTON NO 1 1947, SET
 LF1037'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES
 LF1037'BELOW THE GROUND SURFACE.  IT IS 33 FEET SOUTH OF A TELEPHONE POLE,
 LF1037'30 FEET EAST OF A 30-INCH ELM TREE, 28 FEET WEST OF THE CENTER OF
 LF1037'THE GRAVELED ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST WITH
 LF1037'SIGN ATTACHED.
 LF1037'
 LF1037'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LEWISTON 1947 NO 3 1974,
 LF1037'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 LF1037'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE WITH GRAVEL
 LF1037'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 37 FEET EAST OF
 LF1037'THE CENTER OF THE GRAVELED ROAD, 4 FEET SOUTH OF A POWER POLE
 LF1037'WITH TRANSFORMER ATTACHED, 1 FOOT NORTH OF A METAL WITNESS POST
 LF1037'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 LF1037'
 LF1037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 LF1037'SOUTHEAST OF MURRAY.
 LF1037
 LF1037                          STATION RECOVERY (1980)
 LF1037
 LF1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1037'SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 3 WERE
 LF1037'RECOVERED IN GOOD CONDITION.  BENCH MARK N 256 WAS FOUND
 LF1037'DESTROYED.  THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK DUE TO
 LF1037'TREES, BUILDINGS AND HIGHER GROUND TO THE EAST.  THE DISTANCES AND
 LF1037'DIRECTIONS TO THE REFERENCE MARKS AGREED WITH 1974 DATA.  A NEW
 LF1037'DESCRIPTION FOLLOWS.
 LF1037'
 LF1037'THE STATION IS ABOUT 8 MILES SOUTH OF PLATTSMOUTH, 2-1/2 MILES
 LF1037'SOUTHEAST OF MURRAY, 1 MILE WEST OF U.S. HIGHWAYS 73, 75 AND 34 AND
 LF1037'ON PROPERTY OWNED BY CLIFFORD DOHSE, 3316 LAKE, OMAHA, NEBRASKA
 LF1037'68111.  TELEPHONE 402-451 6230.
 LF1037'
 LF1037'TO REACH THE STATION FROM THE POST OFFICE IN MURRAY, GO SOUTH ON NORTH
 LF1037'LATTA STREET FOR 0.05 MILE TO EAST MAIN STREET, WHICH IS ALSO STATE
 LF1037'HIGHWAY 1.  TURN LEFT AND GO EAST ON HIGHWAY 1 FOR 0.8 MILES TO THE
 LF1037'JUNCTION OF U.S. HIGHWAYS 73, 75 AND 34.  CONTINUE EAST ON A GRAVELED
 LF1037'ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A
 LF1037'GRAVELED ROAD FOR 1.5 MILES TO THE MARK ON THE RIGHT, ABOUT 100
 LF1037'YARDS NORTH OF A SIDE ROAD LEFT.
 LF1037'
 LF1037'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---LEWISTON 1947---
 LF1037'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 87.0
 LF1037'FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD SCHOOL BUILDING,
 LF1037'51.8 FEET NORTH-NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER AND
 LF1037'49.0 FEET WEST OF THE CENTERLINE OF THE ROAD.  THIS MARK IS ALSO A
 LF1037'BENCH MARK.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LF1037'
 LF1037'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---LEWISTON NO 1 1947---
 LF1037'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 4 INCHES BELOW THE
 LF1037'GROUND SURFACE.  IT IS 96.0 FEET SOUTH OF A POWERLINE POLE, 30.0 FEET
 LF1037'EAST OF A 30-INCH ELM TREE, 28.0 FEET WEST OF THE CENTERLINE OF THE
 LF1037'ROAD AND 1.0 FOOT SOUTH OF A WITNESS POST.  THIS MARK IS ALSO A BENCH
 LF1037'MARK.
 LF1037'
 LF1037'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---LEWISTON 1947 NO 3
 LF1037'1974--- CRIMPED TO A COPPER CLAD ROD, WHICH HAS A BASE PLATE AND IS
 LF1037'ENCASED IN A PLASTIC PIPE FILLED WITH GRAVEL.  THE MARK IS FLUSH AND
 LF1037'SOME OF THE PLASTIC PIPE HAS BEEN BROKEN AWAY.  IT IS 93.2 FEET
 LF1037'NORTHEAST OF THE POWERLINE WITH THE TRANSFORMER, 37.0 FEET EAST OF THE
 LF1037'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A WITNESS POST AND 1.0 FOOT
 LF1037'WEST OF A FENCE.
 LF1037
 LF1037                          STATION RECOVERY (1980)
 LF1037
 LF1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1037'SURFACE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN
 LF1037'GOOD CONDITION.  BENCH MARK N 256 WAS FOUND DESTROYED.  THERE IS NO
 LF1037'SUITABLE LOCATION FOR AN AZIMUTH MARK DUE TO TREES AND HIGHER GROUND
 LF1037'TO THE EAST.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 LF1037'AGREED WITH 1974 DATA.  A NEW DESCRIPTION FOLLOWS. THE STATION IS
 LF1037'LOCATED ABOUT 8 MI (12.9 KM) SOUTH FROM PLATTSMOUTH, 2.5 MI (4.0 KM)
 LF1037'SOUTHEAST FROM MURRAY, 1 MI (1.6 KM) WEST FROM U.S. HIGHWAYS 34, 73
 LF1037'AND 75 AND ON PROPERTY OWNED BY CLIFFORD DOHSE, 3316 LAKE, OMAHA, NE
 LF1037'68111.  TELEPHONE 402-451 6230. TO REACHTHE STATION FROM THE POST
 LF1037'OFFICE ON MURRAY, GO SOUTH ON NORTH LATTA STREET FOR 0.05 MI (0.08 KM)
 LF1037'TO EAST MAIN STREET, WHICH IS ALSO STATE HIGHWAY 1.  TURN LEFT AND GO
 LF1037'EAST ON HIGHWAY 1 FOR 0.8 MI (1.3 KM) TO THE JUNCTION WITH U.S.
 LF1037'HIGHWAYS 34, 73 AND 75.  CONTINUE EAST ON A GRAVELED ROAD FOR 1.0 MI
 LF1037'(1.6 KM) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD
 LF1037'FOR 1.5 MI (2.4 KM) TO THE MARK ON THE RIGHT, ABOUT 100 YDS NORTH OF A
 LF1037'SIDE ROAD LEFT. THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST
 LF1037'THAT IS FLUSH.  IT IS 87.0 FT (26.5 M) NORTHEAST FROM THE NORTHEAST
 LF1037'CORNER OF AN OLD SCHOOL BUILDING, 51.8 FT (15.8 M) NORTH-NORTHWEST
 LF1037'FROM FROM A POWER POLE WITH A TRANSFORMER AND 49.0 FT (14.9 M) WEST
 LF1037'FROM THE CENTERLINE OF THE ROAD.  THE UNDERGROUND MARK WAS NOT
 LF1037'INSPECTED.  THE SURFACE MARK IS ALSO A BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1038 ***********************************************************************
 LF1038  DESIGNATION -  LEWISTON RM 1
 LF1038  PID         -  LF1038
 LF1038  STATE/COUNTY-  NE/CASS
 LF1038  USGS QUAD   -  MURRAY (1984)
 LF1038
 LF1038                         *CURRENT SURVEY CONTROL
 LF1038  ___________________________________________________________________
 LF1038* NAD 83(1995)-  40 53 38.15298(N)    095 53 31.99809(W)     ADJUSTED  
 LF1038* NAVD 88     -       365.769  (meters)    1200.03   (feet)  ADJUSTED  
 LF1038  ___________________________________________________________________
 LF1038  LAPLACE CORR-         -10.28  (seconds)                    DEFLEC99
 LF1038  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 LF1038  DYNAMIC HT  -         365.609 (meters)    1199.50  (feet)  COMP
 LF1038  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 LF1038
 LF1038  HORZ ORDER  -  THIRD
 LF1038  VERT ORDER  -  SECOND    CLASS 0
 LF1038
 LF1038.The horizontal coordinates were established by classical geodetic methods
 LF1038.and adjusted by the National Geodetic Survey in August 1997..
 LF1038
 LF1038.The orthometric height was determined by differential leveling
 LF1038.and adjusted by the National Geodetic Survey in June 1991..
 LF1038
 LF1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1038
 LF1038.The geoid height was determined by GEOID03.
 LF1038
 LF1038.The dynamic height is computed by dividing the NAVD 88
 LF1038.geopotential number by the normal gravity value computed on the
 LF1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1038.degrees latitude (g = 980.6199 gals.).
 LF1038
 LF1038.The modeled gravity was interpolated from observed gravity values.
 LF1038
 LF1038;                    North         East     Units Scale Factor Converg.
 LF1038;SPC NE       -   125,974.617   845,933.379   MT  0.99971522   +2 43 20.0
 LF1038;SPC IA S     -   102,041.265   298,440.616   MT  0.99996264   -1 34 32.7
 LF1038;UTM  15      - 4,531,010.195   256,355.234   MT  1.00033070   -1 53 39.7
 LF1038
 LF1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1038!SPC NE       -   0.99994698  x   0.99971522  =   0.99966221
 LF1038!SPC IA S     -   0.99994698  x   0.99996264  =   0.99990962
 LF1038!UTM  15      -   0.99994698  x   1.00033070  =   1.00027766
 LF1038
 LF1038                          SUPERSEDED SURVEY CONTROL
 LF1038
 LF1038  NAD 83(1986)-  40 53 38.16125(N)    095 53 31.99420(W) AD(       ) 3
 LF1038  NGVD 29 (??/??/92)  365.667  (m)         1199.69   (f) ADJ UNCH    2 0
 LF1038
 LF1038.Superseded values are not recommended for survey control.
 LF1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1038.See file dsdata.txt to determine how the superseded data were derived.
 LF1038
 LF1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5635531010(NAD 83)
 LF1038_MARKER: DR = REFERENCE MARK DISK
 LF1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1038_SP_SET: CONCRETE POST
 LF1038_STAMPING: LEWISTON NO 1 1947
 LF1038_MARK LOGO: CGS   
 LF1038_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LF1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1038+STABILITY: SURFACE MOTION
 LF1038
 LF1038  HISTORY     - Date     Condition        Report By
 LF1038  HISTORY     - 1947     MONUMENTED       CGS
 LF1038  HISTORY     - 1950     GOOD             NGS
 LF1038  HISTORY     - 19800625 GOOD             NGS
 LF1038
 LF1038                          STATION DESCRIPTION
 LF1038
 LF1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF1038'3.5 MI SE FROM MURRAY.
 LF1038'1.0 MILE EAST ALONG STATE HIGHWAY 1 FROM THE MURRAY STATE BANK
 LF1038'AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE
 LF1038'1.5 MILES SOUTH ALONG A DIRT ROAD, IN A SCHOOL YARD, 146 FEET
 LF1038'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 100.4
 LF1038'FEET NORTHWEST OF LEWISTON R.M. 2, 63.7 FEET NORTHEAST OF
 LF1038'TRIANGULATION STATION LEWISTON 1947, 28 FEET WEST OF THE CENTER
 LF1038'LINE OF THE ROAD, 18 FEET EAST OF BENCH MARK N 256, 3 FEET
 LF1038'SOUTHWEST OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE POST
 LF1038'WHICH IS FLUSH WITH THE GROUND.
 LF1038
 LF1038                          STATION RECOVERY (1980)
 LF1038
 LF1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LF1038'THE MARK IS ABOUT 8 MI (12.9 KM) SOUTH FROM PLATTSMOUTH, 2.5 MI
 LF1038'(4.0 KM) SOUTHEAST FROM MURRAY AND ON THE WEST RIGHT-OF-WAY OF A
 LF1038'COUNTY ROAD.
 LF1038'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAYS 34, 73
 LF1038'AND 75, ABOUT 0.8 MI (1.3 KM) EAST FROM MURRAY, GO EAST ON A GRAVELED
 LF1038'ROAD FOR 1.0 MI (1.6 KM) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 LF1038'A GRAVELED ROAD FOR 1.5 MI (2.4 KM) TO THE MARK ON THE RIGHT.
 LF1038'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LF1038'RECESSED 4 IN BELOW THE GROUND SURFACE.  IT IS 96.0 FT (29.3 M) SOUTH
 LF1038'FROM A POWER POLE, 30.0 FT (9.1 M) EAST FROM A 30-IN ELM TREE, 28.0
 LF1038'FT (8.5 M) WEST FROM THE CENTERLINE OF THE ROAD AND 1.0 FT (0.3 M)
 LF1038'SOUTH FROM A WITNESS POST.  THE MARK IS A BENCH MARK ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1039 ***********************************************************************
 LF1039  DESIGNATION -  LEWISTON RM 2
 LF1039  PID         -  LF1039
 LF1039  STATE/COUNTY-  NE/CASS
 LF1039  USGS QUAD   -  MURRAY (1984)
 LF1039
 LF1039                         *CURRENT SURVEY CONTROL
 LF1039  ___________________________________________________________________
 LF1039* NAD 83(1986)-  40 53 37.     (N)    095 53 32.     (W)     SCALED    
 LF1039* NAVD 88     -       366.491  (meters)    1202.40   (feet)  ADJUSTED  
 LF1039  ___________________________________________________________________
 LF1039  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 LF1039  DYNAMIC HT  -         366.331 (meters)    1201.87  (feet)  COMP
 LF1039  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 LF1039
 LF1039  VERT ORDER  -  SECOND    CLASS 0
 LF1039
 LF1039.The horizontal coordinates were scaled from a topographic map and have
 LF1039.an estimated accuracy of +/- 6 seconds.
 LF1039
 LF1039.The orthometric height was determined by differential leveling
 LF1039.and adjusted by the National Geodetic Survey in June 1991..
 LF1039
 LF1039.The geoid height was determined by GEOID03.
 LF1039
 LF1039.The dynamic height is computed by dividing the NAVD 88
 LF1039.geopotential number by the normal gravity value computed on the
 LF1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1039.degrees latitude (g = 980.6199 gals.).
 LF1039
 LF1039.The modeled gravity was interpolated from observed gravity values.
 LF1039
 LF1039;                    North         East    Units  Estimated Accuracy
 LF1039;SPC NE       -   125,940.      845,940.      MT  (+/- 180 meters Scaled)
 LF1039
 LF1039                          SUPERSEDED SURVEY CONTROL
 LF1039
 LF1039  NGVD 29 (??/??/92)  366.389  (m)         1202.06   (f) ADJ UNCH    2 0
 LF1039
 LF1039.Superseded values are not recommended for survey control.
 LF1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1039.See file dsdata.txt to determine how the superseded data were derived.
 LF1039
 LF1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF563309(NAD 83)
 LF1039_MARKER: DR = REFERENCE MARK DISK
 LF1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1039_STAMPING: LEWISTON NO 2 1947
 LF1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1039+STABILITY: SURFACE MOTION
 LF1039
 LF1039  HISTORY     - Date     Condition        Report By
 LF1039  HISTORY     - 1947     MONUMENTED       CGS
 LF1039  HISTORY     - 1950     GOOD             NGS
 LF1039  HISTORY     - 20060221 MARK NOT FOUND   NEDR
 LF1039
 LF1039                          STATION DESCRIPTION
 LF1039
 LF1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF1039'3.5 MI SE FROM MURRAY.
 LF1039'1.0 MILE EAST ALONG STATE HIGHWAY 1 FROM THE MURRAY STATE BANK
 LF1039'AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.5
 LF1039'MILES SOUTH ALONG A DIRT ROAD, AT A SCHOOL YARD, 119.6 FEET NORTHEAST
 LF1039'OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 100.4 FEET SOUTHEAST
 LF1039'OF LEWISTON R.M. 1, 76.2 FEET SOUTHEAST OF TRIANGULATION STATION
 LF1039'LEWISTON 1947, 24 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LF1039'1 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 LF1039'IS FLUSH WITH THE GROUND.
 LF1039
 LF1039                          STATION RECOVERY (2006)
 LF1039
 LF1039'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0770 ***********************************************************************
 LH0770  DESIGNATION -  LEXINGTON
 LH0770  PID         -  LH0770
 LH0770  STATE/COUNTY-  NE/DAWSON
 LH0770  USGS QUAD   -  LEXINGTON EAST (1983)
 LH0770
 LH0770                         *CURRENT SURVEY CONTROL
 LH0770  ___________________________________________________________________
 LH0770* NAD 83(1995)-  40 46 39.38613(N)    099 44 43.64300(W)     ADJUSTED  
 LH0770* NAVD 88     -       728.904  (meters)    2391.41   (feet)  ADJUSTED  
 LH0770  ___________________________________________________________________
 LH0770  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 LH0770  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 LH0770  DYNAMIC HT  -         728.478 (meters)    2390.01  (feet)  COMP
 LH0770  MODELED GRAV-     980,015.9   (mgal)                       NAVD 88
 LH0770
 LH0770  HORZ ORDER  -  SECOND
 LH0770  VERT ORDER  -  FIRST     CLASS II
 LH0770
 LH0770.The horizontal coordinates were established by classical geodetic methods
 LH0770.and adjusted by the National Geodetic Survey in August 1997..
 LH0770
 LH0770.The orthometric height was determined by differential leveling
 LH0770.and adjusted by the National Geodetic Survey in June 1991..
 LH0770
 LH0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0770
 LH0770.The geoid height was determined by GEOID03.
 LH0770
 LH0770.The dynamic height is computed by dividing the NAVD 88
 LH0770.geopotential number by the normal gravity value computed on the
 LH0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0770.degrees latitude (g = 980.6199 gals.).
 LH0770
 LH0770.The modeled gravity was interpolated from observed gravity values.
 LH0770
 LH0770;                    North         East     Units Scale Factor Converg.
 LH0770;SPC NE       -   104,872.428   521,482.251   MT  0.99973875   +0 10 07.3
 LH0770;UTM  14      - 4,514,337.112   437,095.458   MT  0.99964870   -0 29 12.8
 LH0770
 LH0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0770!SPC NE       -   0.99988941  x   0.99973875  =   0.99962819
 LH0770!UTM  14      -   0.99988941  x   0.99964870  =   0.99953815
 LH0770
 LH0770:                Primary Azimuth Mark                     Grid Az
 LH0770:SPC NE       -  LEXINGTON DAWSON CO COURTHOUSE           051 02 03.3
 LH0770:UTM  14      -  LEXINGTON DAWSON CO COURTHOUSE           051 41 23.4
 LH0770
 LH0770|---------------------------------------------------------------------|
 LH0770| PID    Reference Object                     Distance      Geod. Az  |
 LH0770|                                                           dddmmss.s |
 LH0770| LH1048 LEXINGTON DAWSON CO COURTHOUSE      490.418 METERS 0511210.6 |
 LH0770| LH1046 LEXINGTON FIRST NAT BANK SPIRE      340.845 METERS 06914     |
 LH0770| LH1047 LEXINGTON MUNICIPAL STANDPIPE        32.325 METERS 09140     |
 LH0770| LH1045 LEXINGTON FLOUR MILL ELEV STK       APPROX. 0.5 KM 1103927.7 |
 LH0770| CN9849 LEXINGTON RM 1                       54.493 METERS 20655     |
 LH0770| LH1071 GOLD                                APPROX.16.4 KM 2541425.1 |
 LH0770| CN9848 LEXINGTON AZ MK                                    2793753.2 |
 LH0770| LH0771 LEXINGTON RM 2                       49.125 METERS 28443     |
 LH0770| LH1044 SALT LAKE CITY OMAHA AWY BN 68      APPROX. 4.4 KM 3562229.5 |
 LH0770|---------------------------------------------------------------------|
 LH0770
 LH0770                          SUPERSEDED SURVEY CONTROL
 LH0770
 LH0770  NAD 83(1986)-  40 46 39.39300(N)    099 44 43.64692(W) AD(       ) 2
 LH0770  NAD 27      -  40 46 39.37200(N)    099 44 42.25400(W) AD(       ) 2
 LH0770  NGVD 29 (??/??/92)  728.628  (m)         2390.51   (f) ADJ UNCH    1 2
 LH0770
 LH0770.Superseded values are not recommended for survey control.
 LH0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0770.See file dsdata.txt to determine how the superseded data were derived.
 LH0770
 LH0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3709514337(NAD 83)
 LH0770_MARKER: DB = BENCH MARK DISK
 LH0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0770_STAMPING: LEXINGTON 1934
 LH0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0770+STABILITY: SURFACE MOTION
 LH0770
 LH0770  HISTORY     - Date     Condition        Report By
 LH0770  HISTORY     - 1934     MONUMENTED       CGS
 LH0770  HISTORY     - 1950     GOOD             CGS
 LH0770  HISTORY     - 1950     GOOD             NGS
 LH0770  HISTORY     - 1959     GOOD             CGS
 LH0770  HISTORY     - 1960     MARK NOT FOUND   NGS
 LH0770
 LH0770                          STATION DESCRIPTION
 LH0770
 LH0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH0770'STATION IS LOCATED IN THE WESTERN PART OF LEXINGTON, ON CITY
 LH0770'PROPERTY, IN THE CORNER FORMED BY THE INTERSECTION OF NORTH
 LH0770'HARRISON STREET WITH U.S. HIGHWAY 30 AND WEST 5TH STREET, IN THE
 LH0770'SOUTHWEST QUARTER OF SEC. 5, T. 10 N., R. 21 W., 105 FEET WEST OF
 LH0770'CENTERLINE OF CITY STANDPIPE, 70 FEET SOUTH OF CENTERLINE OF WEST
 LH0770'5TH STREET, 50 FEET EAST OF CENTERLINE OF NORTH HARRISON STREET,
 LH0770'AND 42 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY 30.
 LH0770'
 LH0770'REFERENCE MARK NO. 1 IS 125 FEET SOUTH OF CENTERLINE OF U.S.
 LH0770'HIGHWAY 30, 45 FEET NORTH OF CENTERLINE OF NORTH RAILROAD
 LH0770'SIDING.
 LH0770'
 LH0770'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF CENTERLINE OF U.S.
 LH0770'HIGHWAY 30, 69 FEET SOUTH OF SOUTHEAST CORNER OF BRICK GARAGE,
 LH0770'ABOUT 100 FEET WEST OF CENTERLINE OF NORTH HARRISON STREET.
 LH0770'
 LH0770'TO REACH AZIMUTH MARK FROM INTERSECTION OF U.S. HIGHWAY 30, AND
 LH0770'NORTH HARRISON STREET, GO WEST ON U.S. HIGHWAY 30 FOR 0.4 MILE.
 LH0770'MARK IS 90 FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY 30, AND 48
 LH0770'FEET NORTH OF CENTERLINE OF MAIN TRACK OF UNION PACIFIC
 LH0770'RAILROAD.
 LH0770'
 LH0770'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LH0770
 LH0770                          STATION RECOVERY (1950)
 LH0770
 LH0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 LH0770'STATION MARK RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
 LH0770'REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND IN GOOD CONDITION
 LH0770'AS DESCRIBED.  REFERENCE MARK NO. 1 WAS NOT FOUND AND HAS
 LH0770'EVIDENTLY BEEN DESTROYED BY BUILDINGS.  THE AZIMUTH WAS NOT
 LH0770'FOUND AND HAS EVIDENTLY BEEN DESTROYED BY BUILDINGS.
 LH0770
 LH0770                          STATION RECOVERY (1950)
 LH0770
 LH0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LH0770'AT LEXINGTON.
 LH0770'AT LEXINGTON, AT THE INTERSECTION OF NORTH HARRISON STREET AND
 LH0770'WEST 5TH STREET, 105 FEET WEST OF THE CENTER OF THE CITY WATER
 LH0770'TOWER, 70 FEET SOUTH OF THE CENTER LINE OF WEST 5TH STREET,
 LH0770'50 FEET EAST OF THE CENTER LINE OF NORTH HARRISON STREET,
 LH0770'42 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 30 FEET
 LH0770'SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 21 FEET NORTHWEST OF A
 LH0770'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 LH0770'FLUSH WITH THE GROUND.
 LH0770
 LH0770                          STATION RECOVERY (1959)
 LH0770
 LH0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH0770'STATION WAS NOT RECOVERED AS THE SPOT PREVIOUSLY OCCUPIED BY THE
 LH0770'STATION MARKER IS NOW COVERED BY A CONCRETE BASE ON WHICH SETS A
 LH0770'WORLD WAR 2 SHERMAN TANK.
 LH0770'
 LH0770'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 HAVE BEEN DESTROYED AS
 LH0770'PREVIOUSLY REPORTED.
 LH0770
 LH0770                          STATION RECOVERY (1960)
 LH0770
 LH0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LH0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1048 ***********************************************************************
 LH1048  DESIGNATION -  LEXINGTON DAWSON CO COURTHOUSE
 LH1048  PID         -  LH1048
 LH1048  STATE/COUNTY-  NE/DAWSON
 LH1048  USGS QUAD   -  LEXINGTON EAST (1983)
 LH1048
 LH1048                         *CURRENT SURVEY CONTROL
 LH1048  ___________________________________________________________________
 LH1048* NAD 83(1995)-  40 46 49.34714(N)    099 44 27.34256(W)     ADJUSTED  
 LH1048* NAVD 88     -                                                        
 LH1048  ___________________________________________________________________
 LH1048  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 LH1048  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 LH1048
 LH1048  HORZ ORDER  -  THIRD
 LH1048
 LH1048.The horizontal coordinates were established by classical geodetic methods
 LH1048.and adjusted by the National Geodetic Survey in August 1997..
 LH1048
 LH1048
 LH1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1048
 LH1048.The geoid height was determined by GEOID03.
 LH1048
 LH1048;                    North         East     Units Scale Factor Converg.
 LH1048;SPC NE       -   105,180.750   521,863.462   MT  0.99973814   +0 10 18.1
 LH1048;UTM  14      - 4,514,641.024   437,480.138   MT  0.99964811   -0 29 02.3
 LH1048
 LH1048                          SUPERSEDED SURVEY CONTROL
 LH1048
 LH1048  NAD 83(1986)-  40 46 49.35350(N)    099 44 27.34619(W) AD(       ) 4
 LH1048  NAD 27      -  40 46 49.34000(N)    099 44 25.95000(W) AD(       ) 3
 LH1048
 LH1048.Superseded values are not recommended for survey control.
 LH1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1048.See file dsdata.txt to determine how the superseded data were derived.
 LH1048
 LH1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3748014641(NAD 83)
 LH1048
 LH1048  HISTORY     - Date     Condition        Report By
 LH1048  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1048  HISTORY     - 20030811 GOOD             USPSQD
 LH1048  HISTORY     - 20060513 GOOD             GEOCAC
 LH1048
 LH1048                          STATION DESCRIPTION
 LH1048
 LH1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1048'POINT OBSERVED UPON WAS CENTER OF COURTHOUSE IN THE NORTH CENTRAL
 LH1048'PART OF TOWN, APPROXIMATELY 70 FEET HIGH, BUILT 1913.
 LH1048'
 LH1048'OBJECT WAS OBSERVED UPON FROM LEXINGTON, AND GOLD.
 LH1048
 LH1048                          STATION RECOVERY (2003)
 LH1048
 LH1048'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1048'STATION FOUND GOOD. SITE OF COURT HOUSE IS NORTH OF 7TH ST, SOUTH OF
 LH1048'8TH ST, EAST OF WASHINGTON ST AND WEST OF GRANT ST, IN DOWNTOWN
 LH1048'LEXINGTON. THE FRONT OF THE COURT HOUSE IS ON WASHINGTON STREET.
 LH1048
 LH1048                          STATION RECOVERY (2006)
 LH1048
 LH1048'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1046 ***********************************************************************
 LH1046  DESIGNATION -  LEXINGTON FIRST NAT BANK SPIRE
 LH1046  PID         -  LH1046
 LH1046  STATE/COUNTY-  NE/DAWSON
 LH1046  USGS QUAD   -  LEXINGTON EAST (1983)
 LH1046
 LH1046                         *CURRENT SURVEY CONTROL
 LH1046  ___________________________________________________________________
 LH1046* NAD 83(1995)-  40 46 43.30237(N)    099 44 30.05106(W)     ADJUSTED  
 LH1046* NAVD 88     -                                                        
 LH1046  ___________________________________________________________________
 LH1046  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 LH1046  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 LH1046
 LH1046  HORZ ORDER  -  THIRD
 LH1046
 LH1046.The horizontal coordinates were established by classical geodetic methods
 LH1046.and adjusted by the National Geodetic Survey in August 1997..
 LH1046
 LH1046
 LH1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1046
 LH1046.The geoid height was determined by GEOID03.
 LH1046
 LH1046;                    North         East     Units Scale Factor Converg.
 LH1046;SPC NE       -   104,994.146   521,800.526   MT  0.99973851   +0 10 16.3
 LH1046;UTM  14      - 4,514,455.169   437,415.077   MT  0.99964821   -0 29 04.0
 LH1046
 LH1046                          SUPERSEDED SURVEY CONTROL
 LH1046
 LH1046  NAD 83(1986)-  40 46 43.30875(N)    099 44 30.05466(W) AD(       ) 4
 LH1046  NAD 27      -  40 46 43.28800(N)    099 44 28.66200(W) AD(       ) 3
 LH1046
 LH1046.Superseded values are not recommended for survey control.
 LH1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1046.See file dsdata.txt to determine how the superseded data were derived.
 LH1046
 LH1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3741514455(NAD 83)
 LH1046_MARKER: 82 = FINIAL
 LH1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1046+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 LH1046
 LH1046  HISTORY     - Date     Condition        Report By
 LH1046  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1046  HISTORY     - 20030811 GOOD             USPSQD
 LH1046  HISTORY     - 20060514 GOOD             GEOCAC
 LH1046
 LH1046                          STATION DESCRIPTION
 LH1046
 LH1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1046'POINT OBSERVED UPON WAS FINIAL OF SPIRE ON FIRST NATIONAL BANK,
 LH1046'IN CENTER OF TOWN, APPROXIMATELY 80 FEET HIGH, BUILT 1890.
 LH1046'
 LH1046'OBJECT WAS OBSERVED FROM LEXINGTON, PERRY, AND GOLD.
 LH1046
 LH1046                          STATION RECOVERY (2003)
 LH1046
 LH1046'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1046'STATION FOUND GOOD. BUILDING REMAINS, BUT IS NO LONGER THE FIRST
 LH1046'NATIONAL BANK. BUILDING IS OCCUPIED BY THE PINNACLE INSURANCE AGENCY.
 LH1046'SITE OF BUILDING IS AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 6TH
 LH1046'AND WASHINGTON STREETS IN DOWNTOWN LEXINGTON.
 LH1046
 LH1046                          STATION RECOVERY (2006)
 LH1046
 LH1046'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1046'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 LH1046'WASHINGTON AND 6TH STREETS.  THE BUILDING IS STILL OCCUPIED BY THE
 LH1046'PINNACLE AGENCY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1045 ***********************************************************************
 LH1045  DESIGNATION -  LEXINGTON FLOUR MILL ELEV STK
 LH1045  PID         -  LH1045
 LH1045  STATE/COUNTY-  NE/DAWSON
 LH1045  USGS QUAD   -  LEXINGTON EAST (1983)
 LH1045
 LH1045                         *CURRENT SURVEY CONTROL
 LH1045  ___________________________________________________________________
 LH1045* NAD 83(1995)-  40 46 33.33765(N)    099 44 22.54157(W)     ADJUSTED  
 LH1045* NAVD 88     -                                                        
 LH1045  ___________________________________________________________________
 LH1045  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 LH1045  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 LH1045
 LH1045  HORZ ORDER  -  THIRD
 LH1045
 LH1045.The horizontal coordinates were established by classical geodetic methods
 LH1045.and adjusted by the National Geodetic Survey in August 1997..
 LH1045
 LH1045
 LH1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1045
 LH1045.The geoid height was determined by GEOID03.
 LH1045
 LH1045;                    North         East     Units Scale Factor Converg.
 LH1045;SPC NE       -   104,687.373   521,977.494   MT  0.99973912   +0 10 21.3
 LH1045;UTM  14      - 4,514,146.419   437,588.507   MT  0.99964794   -0 28 59.0
 LH1045
 LH1045                          SUPERSEDED SURVEY CONTROL
 LH1045
 LH1045  NAD 83(1986)-  40 46 33.34396(N)    099 44 22.54492(W) AD(       ) 4
 LH1045  NAD 27      -  40 46 33.32300(N)    099 44 21.15300(W) AD(       ) 3
 LH1045
 LH1045.Superseded values are not recommended for survey control.
 LH1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1045.See file dsdata.txt to determine how the superseded data were derived.
 LH1045
 LH1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3758914146(NAD 83)
 LH1045_MARKER: 65 = GRAIN ELEVATOR
 LH1045
 LH1045  HISTORY     - Date     Condition        Report By
 LH1045  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1045  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 LH1045
 LH1045                          STATION DESCRIPTION
 LH1045
 LH1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1045'POINT OBSERVED UPON WAS CENTER OF STACK ON FLOUR MILL, IN THE
 LH1045'SOUTHERN PART OF TOWN, JUST SOUTH OF RAILROAD TRACKS,
 LH1045'APPROXIMATELY 75 FEET HIGH, BUILT 1919.
 LH1045'
 LH1045'OBJECT WAS OBSERVED FROM LEXINGTON, PERRY, AND GOLD.
 LH1045
 LH1045                          STATION RECOVERY (2003)
 LH1045
 LH1045'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1045'STATION NOT FOUND. SITE LOCATED. ACCORDING TO LEXINGTON RESIDENT DAN
 LH1045'NELSEN OF THE PINNACLE INSURANCE AGENCY, THE FLOUR MILL ELEVATOR STACK
 LH1045'WAS TORN DOWN IN APPROXIMATELY 1993.  THIS STATION SHOULD BE DECLARED
 LH1045'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1047 ***********************************************************************
 LH1047  DESIGNATION -  LEXINGTON MUNICIPAL STANDPIPE
 LH1047  PID         -  LH1047
 LH1047  STATE/COUNTY-  NE/DAWSON
 LH1047  USGS QUAD   -  LEXINGTON EAST (1983)
 LH1047
 LH1047                         *CURRENT SURVEY CONTROL
 LH1047  ___________________________________________________________________
 LH1047* NAD 83(1995)-  40 46 39.35577(N)    099 44 42.26508(W)     ADJUSTED  
 LH1047* NAVD 88     -                                                        
 LH1047  ___________________________________________________________________
 LH1047  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 LH1047  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 LH1047
 LH1047  HORZ ORDER  -  THIRD
 LH1047
 LH1047.The horizontal coordinates were established by classical geodetic methods
 LH1047.and adjusted by the National Geodetic Survey in August 1997..
 LH1047
 LH1047
 LH1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1047
 LH1047.The geoid height was determined by GEOID03.
 LH1047
 LH1047;                    North         East     Units Scale Factor Converg.
 LH1047;SPC NE       -   104,871.587   521,514.556   MT  0.99973875   +0 10 08.2
 LH1047;UTM  14      - 4,514,335.901   437,127.749   MT  0.99964865   -0 29 11.9
 LH1047
 LH1047                          SUPERSEDED SURVEY CONTROL
 LH1047
 LH1047  NAD 83(1986)-  40 46 39.36290(N)    099 44 42.26851(W) AD(       ) 4
 LH1047  NAD 27      -  40 46 39.34000(N)    099 44 40.84400(W) AD(       ) 3
 LH1047
 LH1047.Superseded values are not recommended for survey control.
 LH1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1047.See file dsdata.txt to determine how the superseded data were derived.
 LH1047
 LH1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3712814336(NAD 83)
 LH1047_MARKER: 52 = STANDPIPE TANK
 LH1047
 LH1047  HISTORY     - Date     Condition        Report By
 LH1047  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1047  HISTORY     - 1951     GOOD             CGS
 LH1047  HISTORY     - 20030811 MARK NOT FOUND   USPSQD
 LH1047
 LH1047                          STATION DESCRIPTION
 LH1047
 LH1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1047'POINT OBSERVED UPON WAS CENTER OF MUNICIPAL STANDPIPE IN THE
 LH1047'WESTERN PART OF TOWN, APPROXIMATELY 110 FEET HIGH, BUILT 1890.
 LH1047'
 LH1047'OBJECT WAS OBSERVED FROM LEXINGTON, PERRY, AND GOLD.
 LH1047
 LH1047                          STATION RECOVERY (1951)
 LH1047
 LH1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1047'THE STATION IS LOCATED IN THE SOUTHWEST PART OF LEXINGTON, 80
 LH1047'FEET SOUTH OF THE CENTER OF 5TH. STREET AND 67 FEET NORTH OF THE
 LH1047'CENTER OF U.S. HIGHWAY 30.
 LH1047'
 LH1047'IT IS A CYLINDRICAL STEEL STRUCTURE WITH A FLAT TOP.  THE OVERALL
 LH1047'HEIGHT IS 125 FEET.
 LH1047'
 LH1047'THE POINT OBSERVED UPON WAS THE CENTER OF THE STANDPIPE.
 LH1047'
 LH1047'PROBABLY THE SAME STATION AS LOCATED IN 1934.
 LH1047
 LH1047                          STATION RECOVERY (2003)
 LH1047
 LH1047'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1047'STATION NOT FOUND. SITE LOCATED. STANDPIPE NO LONGER EXISTS AT THE
 LH1047'SITE. ACCORDING TO LEXINGTON RESIDENT DAN NELSEN OF THE PINNACLE
 LH1047'INSURANCE AGENCY, THE MUNICIPAL STANDPIPE WAS DESTROYED IN
 LH1047'APPROXIMATELY 1960. A NEW 8-SIDED TANK WAS BUILT AT A NEW SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1074 ***********************************************************************
 LH1074  DESIGNATION -  LEXINGTON MUNICIPAL APT BEACON
 LH1074  PID         -  LH1074
 LH1074  STATE/COUNTY-  NE/DAWSON
 LH1074  USGS QUAD   -  LEXINGTON WEST (1983)
 LH1074
 LH1074                         *CURRENT SURVEY CONTROL
 LH1074  ___________________________________________________________________
 LH1074* NAD 83(1995)-  40 47 17.77858(N)    099 46 14.08048(W)     ADJUSTED  
 LH1074* NAVD 88     -                                                        
 LH1074  ___________________________________________________________________
 LH1074  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 LH1074  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 LH1074
 LH1074  HORZ ORDER  -  THIRD
 LH1074
 LH1074.The horizontal coordinates were established by classical geodetic methods
 LH1074.and adjusted by the National Geodetic Survey in August 1997..
 LH1074
 LH1074
 LH1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1074
 LH1074.The geoid height was determined by GEOID03.
 LH1074
 LH1074;                    North         East     Units Scale Factor Converg.
 LH1074;SPC NE       -   106,050.477   519,358.979   MT  0.99973642   +0 09 07.3
 LH1074;UTM  14      - 4,515,539.270   434,985.987   MT  0.99965202   -0 30 12.3
 LH1074
 LH1074                          SUPERSEDED SURVEY CONTROL
 LH1074
 LH1074  NAD 83(1986)-  40 47 17.78462(N)    099 46 14.08393(W) AD(       ) 4
 LH1074  NAD 27      -  40 47 17.76800(N)    099 46 12.66600(W) AD(       ) 3
 LH1074
 LH1074.Superseded values are not recommended for survey control.
 LH1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1074.See file dsdata.txt to determine how the superseded data were derived.
 LH1074
 LH1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3498615539(NAD 83)
 LH1074_MARKER: 21 = AIRPORT BEACON
 LH1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1074+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 LH1074
 LH1074  HISTORY     - Date     Condition        Report By
 LH1074  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1074  HISTORY     - 20030811 GOOD             USPSQD
 LH1074  HISTORY     - 20060514 GOOD             GEOCAC
 LH1074
 LH1074                          STATION DESCRIPTION
 LH1074
 LH1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1074'THE STATION IS LOCATED IN THE NORTHWEST PART OF LEXINGTON, 400
 LH1074'FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE HANGAR AND 200
 LH1074'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE.
 LH1074'
 LH1074'THE BEACON LIGHT IS MOUNTED ON TOP OF A 4 LEGGED STEEL TOWER AND
 LH1074'ITS OVERALL HEIGHT IS 55 FEET.
 LH1074'
 LH1074'THE BEACON LIGHT WAS OBSERVED.
 LH1074
 LH1074                          STATION RECOVERY (2003)
 LH1074
 LH1074'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1074'RECOVERED IN GOOD CONDITION.
 LH1074
 LH1074                          STATION RECOVERY (2006)
 LH1074
 LH1074'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1074'LOCATED ON JIM KELLY FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0769 ***********************************************************************
 LH0769  DESIGNATION -  LEXINGTON RESET
 LH0769  PID         -  LH0769
 LH0769  STATE/COUNTY-  NE/DAWSON
 LH0769  USGS QUAD   -  LEXINGTON EAST (1983)
 LH0769
 LH0769                         *CURRENT SURVEY CONTROL
 LH0769  ___________________________________________________________________
 LH0769* NAD 83(1986)-  40 46 39.     (N)    099 44 39.     (W)     SCALED    
 LH0769* NAVD 88     -       729.327  (meters)    2392.80   (feet)  ADJUSTED  
 LH0769  ___________________________________________________________________
 LH0769  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 LH0769  DYNAMIC HT  -         728.901 (meters)    2391.40  (feet)  COMP
 LH0769  MODELED GRAV-     980,015.9   (mgal)                       NAVD 88
 LH0769
 LH0769  VERT ORDER  -  FIRST     CLASS II
 LH0769
 LH0769.The horizontal coordinates were scaled from a topographic map and have
 LH0769.an estimated accuracy of +/- 6 seconds.
 LH0769
 LH0769.The orthometric height was determined by differential leveling
 LH0769.and adjusted by the National Geodetic Survey in June 1991..
 LH0769
 LH0769.The geoid height was determined by GEOID03.
 LH0769
 LH0769.The dynamic height is computed by dividing the NAVD 88
 LH0769.geopotential number by the normal gravity value computed on the
 LH0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0769.degrees latitude (g = 980.6199 gals.).
 LH0769
 LH0769.The modeled gravity was interpolated from observed gravity values.
 LH0769
 LH0769;                    North         East    Units  Estimated Accuracy
 LH0769;SPC NE       -   104,860.      521,590.      MT  (+/- 180 meters Scaled)
 LH0769
 LH0769                          SUPERSEDED SURVEY CONTROL
 LH0769
 LH0769  NGVD 29 (02/14/92)  729.052  (m)         2391.90   (f) ADJUSTED    1 2
 LH0769
 LH0769.Superseded values are not recommended for survey control.
 LH0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0769.See file dsdata.txt to determine how the superseded data were derived.
 LH0769
 LH0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML372143(NAD 83)
 LH0769_MARKER: DB = BENCH MARK DISK
 LH0769_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LH0769+WITH SETTING: PAVEMENT
 LH0769_SP_SET: WATER TOWER FOUNDATION
 LH0769_STAMPING: LEXINGTON RESET 1971
 LH0769_MARK LOGO: NGS   
 LH0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0769+STABILITY: SURFACE MOTION
 LH0769
 LH0769  HISTORY     - Date     Condition        Report By
 LH0769  HISTORY     - 1971     MONUMENTED       NGS
 LH0769  HISTORY     - 1986     GOOD             NGS
 LH0769
 LH0769                          STATION DESCRIPTION
 LH0769
 LH0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LH0769'AT LEXINGTON.
 LH0769'LOCATED AT THE NORTHWEST CORNER OF MADISON STREET AND U.S.
 LH0769'HIGHWAY 30 IN LEXINGTON, 1 FOOT WEST OF THE EXTREME EAST CORNER
 LH0769'OF THE CONCRETE BASE WHICH SUPPORTS THE WATER PIPE AT THE
 LH0769'CENTER OF THE LEXINGTON, MUNICIPAL WATER TANK.  IT IS CEMENTED
 LH0769'IN A DRILL HOLE IN THE CONCRETE FOUNDATION WHICH SURROUNDS
 LH0769'THE WATER PIPE.
 LH0769
 LH0769                          STATION RECOVERY (1986)
 LH0769
 LH0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0769'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM (0.3
 LH0769'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE US HIGHWAY 283 OVERPASS
 LH0769'BRIDGE AT LEXINGTON, IN THE EAST CORNER OF THE CONCRETE BASE OF THE
 LH0769'LEXINGTON, MUNICIPAL WATER TANK.
 LH0769'THE MARK IS 0.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0771 ***********************************************************************
 LH0771  DESIGNATION -  LEXINGTON RM 2
 LH0771  PID         -  LH0771
 LH0771  STATE/COUNTY-  NE/DAWSON
 LH0771  USGS QUAD   -  LEXINGTON EAST (1983)
 LH0771
 LH0771                         *CURRENT SURVEY CONTROL
 LH0771  ___________________________________________________________________
 LH0771* NAD 83(1986)-  40 46 39.     (N)    099 44 43.     (W)     SCALED    
 LH0771* NAVD 88     -       729.031  (meters)    2391.83   (feet)  ADJUSTED  
 LH0771  ___________________________________________________________________
 LH0771  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 LH0771  DYNAMIC HT  -         728.605 (meters)    2390.43  (feet)  COMP
 LH0771  MODELED GRAV-     980,015.9   (mgal)                       NAVD 88
 LH0771
 LH0771  VERT ORDER  -  FIRST     CLASS II
 LH0771
 LH0771.The horizontal coordinates were scaled from a topographic map and have
 LH0771.an estimated accuracy of +/- 6 seconds.
 LH0771
 LH0771.The orthometric height was determined by differential leveling
 LH0771.and adjusted by the National Geodetic Survey in June 1991..
 LH0771
 LH0771.The geoid height was determined by GEOID03.
 LH0771
 LH0771.The dynamic height is computed by dividing the NAVD 88
 LH0771.geopotential number by the normal gravity value computed on the
 LH0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0771.degrees latitude (g = 980.6199 gals.).
 LH0771
 LH0771.The modeled gravity was interpolated from observed gravity values.
 LH0771
 LH0771;                    North         East    Units  Estimated Accuracy
 LH0771;SPC NE       -   104,860.      521,500.      MT  (+/- 180 meters Scaled)
 LH0771
 LH0771                          SUPERSEDED SURVEY CONTROL
 LH0771
 LH0771  NGVD 29 (??/??/92)  728.755  (m)         2390.92   (f) ADJ UNCH    1 2
 LH0771
 LH0771.Superseded values are not recommended for survey control.
 LH0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0771.See file dsdata.txt to determine how the superseded data were derived.
 LH0771
 LH0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML371143(NAD 83)
 LH0771_MARKER: DB = BENCH MARK DISK
 LH0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0771_STAMPING: LEXINGTON NO 2 1934
 LH0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0771+STABILITY: SURFACE MOTION
 LH0771
 LH0771  HISTORY     - Date     Condition        Report By
 LH0771  HISTORY     - 1934     MONUMENTED       CGS
 LH0771  HISTORY     - 1950     GOOD             NGS
 LH0771
 LH0771                          STATION DESCRIPTION
 LH0771
 LH0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LH0771'AT LEXINGTON.
 LH0771'AT LEXINGTON, 162.0 FEET WEST OF TRIANGULATION STATION LEXINGTON
 LH0771'1934, 100 FEET WEST OF THE CENTER LINE OF NORTH HARRISON STREET,
 LH0771'68 FEET SOUTH OF THE EAST EDGE OF THE DOOR OF THE J. ROY DEETER
 LH0771'MACHINING AND WELDING BUILDING, 28 FEET SOUTH OF THE CENTER
 LH0771'LINE OF WEST 5TH STREET, 38 FEET NORTHEAST OF THE CENTER LINE
 LH0771'OF U.S. HIGHWAY 30, 1.2 FEET EAST OF A WITNESS POST, SET IN THE
 LH0771'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0995 ***********************************************************************
 LH0995  SACS        -  This is a Secondary Airport Control Station.
 LH0995  DESIGNATION -  LEXPORT
 LH0995  PID         -  LH0995
 LH0995  STATE/COUNTY-  NE/DAWSON
 LH0995  USGS QUAD   -  LEXINGTON WEST (1983)
 LH0995
 LH0995                         *CURRENT SURVEY CONTROL
 LH0995  ___________________________________________________________________
 LH0995* NAD 83(1995)-  40 47 15.51618(N)    099 46 24.29978(W)     ADJUSTED  
 LH0995* NAVD 88     -       732.647  (meters)    2403.69   (feet)  ADJUSTED  
 LH0995  ___________________________________________________________________
 LH0995  X           -    -821,018.170 (meters)                     COMP
 LH0995  Y           -  -4,766,372.057 (meters)                     COMP
 LH0995  Z           -   4,145,059.633 (meters)                     COMP
 LH0995  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 LH0995  ELLIP HEIGHT-         708.87  (meters)          (12/10/01) GPS OBS
 LH0995  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 LH0995  DYNAMIC HT  -         732.218 (meters)    2402.29  (feet)  COMP
 LH0995  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 LH0995
 LH0995  HORZ ORDER  -  FIRST
 LH0995  VERT ORDER  -  FIRST     CLASS II
 LH0995  ELLP ORDER  -  FOURTH    CLASS I
 LH0995
 LH0995.This mark is at Jim Kelly Field Airport (LXN)
 LH0995
 LH0995.The horizontal coordinates were established by GPS observations
 LH0995.and adjusted by the National Geodetic Survey in September 1997..
 LH0995
 LH0995.The orthometric height was determined by differential leveling
 LH0995.and adjusted by the National Geodetic Survey in June 1991..
 LH0995
 LH0995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0995
 LH0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0995
 LH0995.The ellipsoidal height was determined by GPS observations
 LH0995.and is referenced to NAD 83.
 LH0995
 LH0995.The geoid height was determined by GEOID03.
 LH0995
 LH0995.The dynamic height is computed by dividing the NAVD 88
 LH0995.geopotential number by the normal gravity value computed on the
 LH0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0995.degrees latitude (g = 980.6199 gals.).
 LH0995
 LH0995.The modeled gravity was interpolated from observed gravity values.
 LH0995
 LH0995;                    North         East     Units Scale Factor Converg.
 LH0995;SPC NE       -   105,980.075   519,119.629   MT  0.99973656   +0 09 00.6
 LH0995;UTM  14      - 4,515,471.617   434,745.868   MT  0.99965241   -0 30 18.9
 LH0995
 LH0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0995!SPC NE       -   0.99988882  x   0.99973656  =   0.99962541
 LH0995!UTM  14      -   0.99988882  x   0.99965241  =   0.99954126
 LH0995
 LH0995:                Primary Azimuth Mark                     Grid Az
 LH0995:SPC NE       -  LEXPORT AZ MK                            322 11 40.3
 LH0995:UTM  14      -  LEXPORT AZ MK                            322 50 59.8
 LH0995
 LH0995|---------------------------------------------------------------------|
 LH0995| PID    Reference Object                     Distance      Geod. Az  |
 LH0995|                                                           dddmmss.s |
 LH0995| LH0996 LEXPORT AZ MK                       APPROX. 0.9 KM 3222040.9 |
 LH0995|---------------------------------------------------------------------|
 LH0995
 LH0995                          SUPERSEDED SURVEY CONTROL
 LH0995
 LH0995  ELLIP H (09/18/97)  708.93   (m)                       GP(       ) 4 1
 LH0995  NAD 83(1995)-  40 47 15.51657(N)    099 46 24.30003(W) AD(       ) 1
 LH0995  ELLIP H (08/18/97)  708.90   (m)                       GP(       ) 4 1
 LH0995  NAD 83(1986)-  40 47 15.52320(N)    099 46 24.30365(W) AD(       ) 1
 LH0995  NAVD 88 (09/18/97)  732.65   (m)         2403.7    (f) LEVELING    3  
 LH0995  NGVD 29 (02/14/92)  732.369  (m)         2402.78   (f) ADJUSTED    1 2
 LH0995
 LH0995.Superseded values are not recommended for survey control.
 LH0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0995.See file dsdata.txt to determine how the superseded data were derived.
 LH0995
 LH0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3474615472(NAD 83)
 LH0995_MARKER: DH = HORIZONTAL CONTROL DISK
 LH0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0995_SP_SET: CONCRETE POST
 LH0995_STAMPING: LEXPORT 1986
 LH0995_MARK LOGO: NGS   
 LH0995_PROJECTION: FLUSH
 LH0995_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0995+STABILITY: SURFACE MOTION
 LH0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0995+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1997
 LH0995
 LH0995  HISTORY     - Date     Condition        Report By
 LH0995  HISTORY     - 1986     MONUMENTED       NGS
 LH0995  HISTORY     - 19890413 GOOD             NGS
 LH0995  HISTORY     - 19950801 GOOD             NGS
 LH0995  HISTORY     - 19970722 GOOD             NGS
 LH0995
 LH0995                          STATION DESCRIPTION
 LH0995
 LH0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0995'IN LEXINGTON.
 LH0995'IN LEXINGTON, AT THE LEXINGTON MUNICIPAL AIRPORT, AT THE JUNCTION OF
 LH0995'THE ASPHALT TAXI STRIP LEADING SOUTHWEST FROM THE AIRPORT OFFICE AND
 LH0995'THE MAIN CONCRETE RUNWAY, 29.3 METERS (96 FT) NORTHEAST OF THE
 LH0995'NORTHEAST EDGE OF THE CONCRETE RUNWAY, 23.9 METERS (78.4 FT) NORTHEAST
 LH0995'OF THE MOST NORTHEAST 1 OF 2 PURPLE RUNWAY LITES, 21.0 METERS (68.9
 LH0995'FT) NORTHWEST OF THE CENTER OF THE ASPHALT TAXI STRIP AND 51.4 METERS
 LH0995'(168.5 FT) SOUTH OF THE CENTER OF A WIND DIRECTIONAL PLANE.
 LH0995'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0995'THE MARK IS ABOVE LEVEL WITH TAXI STRIP.
 LH0995
 LH0995                          STATION RECOVERY (1989)
 LH0995
 LH0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH0995'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF LEXINGTON, AT
 LH0995'THE LEXINGTON MUNICIPAL AIRPORT, AT THE JUNCTION OF A TAXIWAY AND
 LH0995'RUNWAY 14-32.  OWNERSHIP--LEXINGTON AIRPORT AUTHORITY.  AIRPORT
 LH0995'MANAGER IS ALLEN NEBEN, TELEPHONE IS 308-324-5311.
 LH0995'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND U.S.
 LH0995'HIGHWAY 283 IN LEXINGTON, GO WEST ON U.S. HIGHWAY 30 (WEST 7TH STREET)
 LH0995'FOR 2.5 KM (1.55 MI) TO AN ASPHALT ROAD RIGHT.  TURN RIGHT AND GO
 LH0995'NORTH ALONG THE ASPHALT ROAD FOR 0.72 KM (0.45 MI) TO THE AIRPORT
 LH0995'ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST AND SOUTHWEST KEEPING TO
 LH0995'THE SOUTH SIDE OF THE AIRPORT OFFICE FOR 0.24 KM (0.15 MI) TO THE
 LH0995'JUNCTION OF A TAXIWAY AND RUNWAY 14-32 AND THE STATION ON THE RIGHT
 LH0995'BETWEEN TWO WITNESS POSTS.
 LH0995'THE STATION MARK IS SET 29.3 M (96.1 FT) NORTHEAST OF THE NORTHEAS
 LH0995'EDGE OF THE RUNWAY, 23.9 M (78.4 FT) NORTHEAST OF THE MOST NORTHEAST 1
 LH0995'OF 2 PURPLE RUNWAY LIGHTS, 21 M (68.9 FT) NORTHWEST OF THE CENTER OF
 LH0995'THE TAXIWAY, 51.4 M (168.6 FT) SOUTH OF THE CENTER OF A WIND DIRECTION
 LH0995'PLANE AND FLUSH WITH THE SURFACE.
 LH0995'DESCRIBED BY G.F.SMITH.
 LH0995
 LH0995                          STATION RECOVERY (1995)
 LH0995
 LH0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH0995'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) EAST-SOUTHEAST OF
 LH0995'CODAZ, 2.0 MI (3.2 KM) WEST-NORTHWEST OF LEXINGTON, AT THE
 LH0995'LEXINGTON/JIM KELLY FIELD AND AT THE JUNCTION OF A CONNECTOR TAXIWAY
 LH0995'AND RUNWAY 14/32.  OWNERSHIP--LEXINGTON AIRPORT AUTHORITY, PO BOX 972,
 LH0995'LEXINGTON NE 68850.  AIRPORT MANAGER IS ALAN NEBEN, PHONE (308)
 LH0995'324-5311.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 LH0995'HIGHWAY 80 AND US HIGHWAY 283 (EXIT 237) SOUTH OF LEXINGTON, GO NORTH
 LH0995'ON US HIGHWAY 283 FOR 2.55 MI (4.10 KM) TO THE INTERSECTION OF 6TH
 LH0995'STREET (END US HIGHWAY 283), CONTINUE AHEAD AND GO NORTH ON JACKSON
 LH0995'STREET FOR 0.05 MI (0.08 KM) (1 BLOCK) TO AN INTERSECTION, TURN LEFT
 LH0995'AND GO WESTERLY ON 7TH STREET FOR 0.85 MI (1.37 KM) TO A T-JUNCTION,
 LH0995'TURN RIGHT AND GO WESTERLY ON US HIGHWAY 30 FOR 0.65 MI (1.05 KM) TO
 LH0995'AN INTERSECTION, TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.45 MI
 LH0995'(0.72 KM) TO A ROAD LEFT, TURN LEFT AND GO WEST THEN SOUTHWEST
 LH0995'(PASSING SOUTH OF THE AIRPORT OFFICE) ON THE AIRPORT ENTRANCE ROAD FOR
 LH0995'0.15 MI (0.24 KM) TO A GATE AND THE APRON AHEAD, PASS THROUGH GATE,
 LH0995'CONTINUE AHEAD AND GO SOUTHWEST ON THE APRON THEN ON A CONNECTOR
 LH0995'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY AND THE STATION ON THE
 LH0995'RIGHT.  THE STATION IS 167.5 FT (51.1 M) SOUTH OF THE CENTER OF A WIND
 LH0995'TEE, 121.3 FT (37.0 M) NORTHEAST OF THE RUNWAY CENTER, 80.6 FT (24.6
 LH0995'M) EAST-NORTHEAST OF THE MOST NORTHEASTERLY OF TWO TAXIWAY LIGHTS
 LH0995'(96), 56.6 FT (17.3 M) NORTHEAST OF THE TAXIWAY CENTER, 40.4 FT (12.3
 LH0995'M) WEST-NORTHWEST OF A TAXIWAY LIGHT (99) AND 33.4 FT (10.2 M)
 LH0995'NORTHEAST OF A TAXIWAY LIGHT (98).  THIS STATION TO BE USED AS SACS.
 LH0995
 LH0995                          STATION RECOVERY (1997)
 LH0995
 LH0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH0995'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0996 ***********************************************************************
 LH0996  SACS        -  This is a Secondary Airport Control Station.
 LH0996  DESIGNATION -  LEXPORT AZ MK
 LH0996  PID         -  LH0996
 LH0996  STATE/COUNTY-  NE/DAWSON
 LH0996  USGS QUAD   -  LEXINGTON WEST (1983)
 LH0996
 LH0996                         *CURRENT SURVEY CONTROL
 LH0996  ___________________________________________________________________
 LH0996* NAD 83(1995)-  40 47 38.08362(N)    099 46 47.21391(W)     ADJUSTED  
 LH0996* NAVD 88     -       734.145  (meters)    2408.61   (feet)  ADJUSTED  
 LH0996  ___________________________________________________________________
 LH0996  X           -    -821,470.600 (meters)                     COMP
 LH0996  Y           -  -4,765,833.717 (meters)                     COMP
 LH0996  Z           -   4,145,587.728 (meters)                     COMP
 LH0996  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 LH0996  ELLIP HEIGHT-         710.38  (meters)          (12/10/01) GPS OBS
 LH0996  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 LH0996  DYNAMIC HT  -         733.715 (meters)    2407.20  (feet)  COMP
 LH0996  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 LH0996
 LH0996  HORZ ORDER  -  FIRST
 LH0996  VERT ORDER  -  FIRST     CLASS II
 LH0996  ELLP ORDER  -  FOURTH    CLASS I
 LH0996
 LH0996.This mark is at Jim Kelly Field Airport (LXN)
 LH0996
 LH0996.The horizontal coordinates were established by GPS observations
 LH0996.and adjusted by the National Geodetic Survey in September 1997..
 LH0996
 LH0996.The orthometric height was determined by differential leveling
 LH0996.and adjusted by the National Geodetic Survey in June 1991..
 LH0996
 LH0996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0996
 LH0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0996
 LH0996.The ellipsoidal height was determined by GPS observations
 LH0996.and is referenced to NAD 83.
 LH0996
 LH0996.The geoid height was determined by GEOID03.
 LH0996
 LH0996.The dynamic height is computed by dividing the NAVD 88
 LH0996.geopotential number by the normal gravity value computed on the
 LH0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0996.degrees latitude (g = 980.6199 gals.).
 LH0996
 LH0996.The modeled gravity was interpolated from observed gravity values.
 LH0996
 LH0996;                    North         East     Units Scale Factor Converg.
 LH0996;SPC NE       -   106,674.643   518,580.761   MT  0.99973520   +0 08 45.4
 LH0996;UTM  14      - 4,516,172.245   434,215.025   MT  0.99965327   -0 30 34.1
 LH0996
 LH0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0996!SPC NE       -   0.99988858  x   0.99973520  =   0.99962381
 LH0996!UTM  14      -   0.99988858  x   0.99965327  =   0.99954189
 LH0996
 LH0996:                Primary Azimuth Mark                     Grid Az
 LH0996:SPC NE       -  LEXPORT                                  142 11 40.5
 LH0996:UTM  14      -  LEXPORT                                  142 51 00.0
 LH0996
 LH0996|---------------------------------------------------------------------|
 LH0996| PID    Reference Object                     Distance      Geod. Az  |
 LH0996|                                                           dddmmss.s |
 LH0996| LH0995 LEXPORT                             APPROX. 0.9 KM 1422025.9 |
 LH0996| AB4123 LXN A                               464.758 METERS 3355742.8 |
 LH0996|---------------------------------------------------------------------|
 LH0996
 LH0996                          SUPERSEDED SURVEY CONTROL
 LH0996
 LH0996  ELLIP H (09/18/97)  710.44   (m)                       GP(       ) 4 1
 LH0996  NAD 83(1995)-  40 47 38.08403(N)    099 46 47.21460(W) AD(       ) 3
 LH0996  ELLIP H (08/18/97)  710.43   (m)                       GP(       ) 4 1
 LH0996  NAD 83(1986)-  40 47 38.09055(N)    099 46 47.21816(W) AD(       ) 3
 LH0996  NAVD 88 (09/18/97)  734.14   (m)         2408.6    (f) LEVELING    3  
 LH0996  NGVD 29 (02/14/92)  733.866  (m)         2407.69   (f) ADJUSTED    1 2
 LH0996
 LH0996.Superseded values are not recommended for survey control.
 LH0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0996.See file dsdata.txt to determine how the superseded data were derived.
 LH0996
 LH0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3421516172(NAD 83)
 LH0996_MARKER: DZ = AZIMUTH MARK DISK
 LH0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0996_SP_SET: CONCRETE POST
 LH0996_STAMPING: LEXPORT 1986
 LH0996_MARK LOGO: NGS   
 LH0996_PROJECTION: FLUSH
 LH0996_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LH0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0996+STABILITY: SURFACE MOTION
 LH0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0996+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1997
 LH0996
 LH0996  HISTORY     - Date     Condition        Report By
 LH0996  HISTORY     - 1986     MONUMENTED       NGS
 LH0996  HISTORY     - 19890413 GOOD             NGS
 LH0996  HISTORY     - 19950801 GOOD             NGS
 LH0996  HISTORY     - 19970722 GOOD             NGS
 LH0996
 LH0996                          STATION DESCRIPTION
 LH0996
 LH0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0996'IN LEXINGTON.
 LH0996'AT LEXINGTON, AT THE LEXINGTON MUNICIPAL AIRPORT, AT THE EXTREME
 LH0996'NORTHWEST END OF THE MAIN CONCRETE RUNWAY, IN LINE WITH TWO YELLOW END
 LH0996'RUNWAY LITES, BETWEEN TWO WITNESS POSTS, 0.96 KM (0.55 MI) NORTHWEST
 LH0996'OF STATION LEXPORT, 17.5 METERS (57.5 FT) NORTHEAST OF THE NORTHEAST
 LH0996'EDGE OF THE CONCRETE RUNWAY, 11.9 METERS (39 FT) NORTHEAST OF THE MOST
 LH0996'NORTHEAST 1 OF 2 YELLOW END RUNWAY LITES AND 7.8 METERS (25.6 FT)
 LH0996'SOUTHEAST OF THE SOUTHEAST EDGE OF A TURN-AROUND AREA.
 LH0996'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LH0996'THE MARK IS ABOVE LEVEL WITH CONCRETE TURN-AROUNT.
 LH0996
 LH0996                          STATION RECOVERY (1989)
 LH0996
 LH0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH0996'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF LEXINGTON, AT
 LH0996'THE LEXINGTON MUNICIPAL AIRPORT, AT RUNWAY END 14.
 LH0996'OWNERSHIP--LEXINGTON AIRPORT AUTHORITY.  AIRPORT MANAGER IS ALLEN
 LH0996'NEBEN, TELEPHONE IS 308-324-5311.
 LH0996'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND U.S.
 LH0996'HIGHWAY 283 IN LEXINGTON, GO WEST ON U.S. HIGHWAY 30 (WEST 7TH STREET)
 LH0996'FOR 2.5 KM (1.55 MI) TO AN ASPHALT ROAD RIGHT.  TURN RIGHT AND GO
 LH0996'NORTH ALONG THE ASPHALT ROAD FOR 0.72 KM (0.45 MI) TO THE AIRPORT
 LH0996'ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST AND SOUTHWEST KEEPING TO
 LH0996'THE SOUTH SIDE OF THE AIRPORT OFFICE FOR 0.24 KM (0.15 MI) TO THE
 LH0996'JUNCTION OF A TAXIWAY AND RUNWAY 14-32.  TURN RIGHT AND GO NORTHWEST,
 LH0996'KEEPING IN THE GRASS ALONG THE NORTHEAST EDGE OF THE RUNWAY, FOR 0.88
 LH0996'KM (0.55 MI) TO THE TURN-AROUND AT RUNWAY END 14 AND THE STATION.
 LH0996'THE STATION MARK IS SET 17.5 M (57.4 FT) NORTHEAST OF THE NORTHEAST
 LH0996'EDGE OF THE RUNWAY, 11.9 M (39.0 FT) NORTHEAST OF THE MOST NORTHEAST 1
 LH0996'OF 2 YELLOW RUNWAY END LIGHTS, 7.8 M (25.6 FT) SOUTHEAST OF THE
 LH0996'SOUTHEAST EDGE OF THE TURN-AROUND AND FLUSH WITH THE SURFACE.
 LH0996'DESCRIBED BY G.F.SMITH.
 LH0996
 LH0996                          STATION RECOVERY (1995)
 LH0996
 LH0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LH0996'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) EAST-SOUTHEAST OF
 LH0996'CODAZ, 2.0 MI (3.2 KM) WEST-NORTHWEST OF LEXINGTON, AT THE
 LH0996'LEXINGTON/JIM KELLY FIELD.  OWNERSHIP--LEXINGTON AIRPORT AUTHORITY, PO
 LH0996'BOX 972, LEXINGTON NE 68850.  AIRPORT MANAGER IS ALAN NEBEN, PHONE
 LH0996'(308) 324-5311.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 LH0996'HIGHWAY 80 AND US HIGHWAY 283 (EXIT 237) SOUTH OF LEXINGTON, GO NORTH
 LH0996'ON US HIGHWAY 283 FOR 2.55 MI (4.10 KM) TO THE INTERSECTION OF 6TH
 LH0996'STREET (END US HIGHWAY 283), CONTINUE AHEAD AND GO NORTH ON JACKSON
 LH0996'STREET FOR 0.05 MI (0.08 KM) (1 BLOCK) TO A INTERSECTION, TURN LEFT
 LH0996'AND GO WESTERLY ON 7TH STREET FOR 0.85 MI (1.37 KM) TO A T-JUNCTION,
 LH0996'TURN RIGHT AND GO WESTERLY ON US HIGHWAY 30 FOR 0.65 MI (1.05 KM) TO
 LH0996'AN INTERSECTION, TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.45 MI
 LH0996'(0.72 KM) TO A ROAD LEFT, TURN LEFT AND GO WEST THEN SOUTHWEST
 LH0996'(PASSING SOUTH OF THE AIRPORT OFFICE) ON THE AIRPORT ENTRANCE ROAD FOR
 LH0996'0.15 MI (0.24 KM) TO A GATE AND THE APRON AHEAD, PASS THROUGH GATE,
 LH0996'CONTINUE AHEAD AND GO SOUTHWEST ON THE APRON THEN ON A CONNECTOR
 LH0996'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY, TURN RIGHT AND GO
 LH0996'NORTHWEST ON THE RUNWAY FOR 0.55 MI (0.89 KM) TO THE STATION ON THE
 LH0996'RIGHT.  THE STATION IS 322.0 FT (98.1 M) SOUTH-SOUTHEAST OF THE 2ND
 LH0996'VASI LIGHT, 150.0 FT (45.7 M) SOUTHEAST OF A RUNWAY LIGHT (81), 82.5
 LH0996'FT (25.1 M) NORTHEAST OF THE RUNWAY CENTER, 46.9 FT (14.3 M) NORTH OF
 LH0996'A RUNWAY LIGHT (82) AND 0.7 FT (21.3 CM) SOUTH OF A WITNESS POST.
 LH0996'THIS STATION TO BE USED AS SACS.
 LH0996
 LH0996                          STATION RECOVERY (1997)
 LH0996
 LH0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH0996'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1026 ***********************************************************************
 LG1026  DESIGNATION -  LIBERTY MUNICIPAL TANK
 LG1026  PID         -  LG1026
 LG1026  STATE/COUNTY-  NE/GAGE
 LG1026  USGS QUAD   -  LIBERTY (1980)
 LG1026
 LG1026                         *CURRENT SURVEY CONTROL
 LG1026  ___________________________________________________________________
 LG1026* NAD 83(1995)-  40 05 21.20648(N)    096 28 52.40620(W)     ADJUSTED  
 LG1026* NAVD 88     -                                                        
 LG1026  ___________________________________________________________________
 LG1026  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 LG1026  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 LG1026
 LG1026  HORZ ORDER  -  THIRD
 LG1026
 LG1026.The horizontal coordinates were established by classical geodetic methods
 LG1026.and adjusted by the National Geodetic Survey in August 1997..
 LG1026
 LG1026
 LG1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1026
 LG1026.The geoid height was determined by GEOID03.
 LG1026
 LG1026;                    North         East     Units Scale Factor Converg.
 LG1026;SPC NE       -    34,518.675   799,995.825   MT  0.99996087   +2 19 54.8
 LG1026;SPC KS N     -   196,023.622   529,527.396   MT  1.00006396   +0 57 39.4
 LG1026;UTM  14      - 4,440,700.912   714,733.811   MT  1.00016767   +1 37 21.6
 LG1026
 LG1026                          SUPERSEDED SURVEY CONTROL
 LG1026
 LG1026  NAD 83(1986)-  40 05 21.21236(N)    096 28 52.40132(W) AD(       ) 4
 LG1026  NAD 27      -  40 05 21.20200(N)    096 28 51.33800(W) AD(       ) 3
 LG1026
 LG1026.Superseded values are not recommended for survey control.
 LG1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1026.See file dsdata.txt to determine how the superseded data were derived.
 LG1026
 LG1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1473440701(NAD 83)
 LG1026_MARKER: 53 = ELEVATED TANK
 LG1026
 LG1026  HISTORY     - Date     Condition        Report By
 LG1026  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1026  HISTORY     - 20040806 GOOD             USPSQD
 LG1026  HISTORY     - 20050624 GOOD             INDIV
 LG1026
 LG1026                          STATION DESCRIPTION
 LG1026
 LG1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1026'THE TANK IS LOCATED AT THE NORTHEAST EDGE OF TOWN.  IT IS A FOUR
 LG1026'LEGGED STEEL STRUCTURE SUPPORTING A TANK.  IT IS ABOUT 125 FEET
 LG1026'HIGH AND IS PAINTED BLACK WITH THE LETTERS LIBERTY PAINTED ON THE
 LG1026'WEST SIDE OF THE TANK IN SILVER.  IT IS AT THE NORTH END OF A DEAD
 LG1026'END STREET.  THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF
 LG1026'THE ROOF.
 LG1026
 LG1026                          STATION RECOVERY (2004)
 LG1026
 LG1026'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1026'STATION FOUND GOOD. TANK IS AT THE NORTH END OF WARREN STREET WHERE IT
 LG1026'DEAD ENDS AT THE TANK, AND AT THE EAST END OF THOMAS ROAD WHERE IT
 LG1026'DEAD ENDS AT THE TANK, 1 BLOCK NORTH OF 8TH STREET (ALSO E. SAGE
 LG1026'STREET) AND 1 BLOCK EAST OF AIRPORT ROAD (ALSO 176TH ROAD).
 LG1026
 LG1026                          STATION RECOVERY (2005)
 LG1026
 LG1026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 LG1026'TANK IS NOW PAINTED SILVER WITH THE LETTERS LIBERTY PAINTED IN BLACK
 LG1026'ON THE SOUTHWEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1070 ***********************************************************************
 NM1070  DESIGNATION -  LIME CREEK
 NM1070  PID         -  NM1070
 NM1070  STATE/COUNTY-  NE/DIXON
 NM1070  USGS QUAD   -  OBERT (1968)
 NM1070
 NM1070                         *CURRENT SURVEY CONTROL
 NM1070  ___________________________________________________________________
 NM1070* NAD 83(1995)-  42 43 50.87809(N)    097 00 54.14838(W)     ADJUSTED  
 NM1070* NAVD 88     -       435.719  (meters)    1429.52   (feet)  ADJUSTED  
 NM1070  ___________________________________________________________________
 NM1070  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 NM1070  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 NM1070  DYNAMIC HT  -         435.586 (meters)    1429.09  (feet)  COMP
 NM1070  MODELED GRAV-     980,302.0   (mgal)                       NAVD 88
 NM1070
 NM1070  HORZ ORDER  -  SECOND
 NM1070  VERT ORDER  -  SECOND    CLASS 0
 NM1070
 NM1070.The horizontal coordinates were established by classical geodetic methods
 NM1070.and adjusted by the National Geodetic Survey in August 1997..
 NM1070
 NM1070.The orthometric height was determined by differential leveling
 NM1070.and adjusted by the National Geodetic Survey in June 1991..
 NM1070
 NM1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1070
 NM1070.The geoid height was determined by GEOID03.
 NM1070
 NM1070.The dynamic height is computed by dividing the NAVD 88
 NM1070.geopotential number by the normal gravity value computed on the
 NM1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1070.degrees latitude (g = 980.6199 gals.).
 NM1070
 NM1070.The modeled gravity was interpolated from observed gravity values.
 NM1070
 NM1070;                    North         East     Units Scale Factor Converg.
 NM1070;SPC NE       -   325,936.462   744,380.293   MT  0.99988771   +1 58 41.2
 NM1070;SPC SD S     -    49,583.928   871,689.711   MT  1.00002585   +2 17 20.9
 NM1070;SPC SD S     -   162,676.60  2,859,868.66   sFT  1.00002585   +2 17 20.9
 NM1070;UTM  14      - 4,732,831.631   662,497.867   MT  0.99992487   +1 20 49.9
 NM1070
 NM1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1070!SPC NE       -   0.99993568  x   0.99988771  =   0.99982339
 NM1070!SPC SD S     -   0.99993568  x   1.00002585  =   0.99996153
 NM1070!UTM  14      -   0.99993568  x   0.99992487  =   0.99986055
 NM1070
 NM1070|---------------------------------------------------------------------|
 NM1070| PID    Reference Object                     Distance      Geod. Az  |
 NM1070|                                                           dddmmss.s |
 NM1070| NM1069 LIME CREEK RM 1                                    15534     |
 NM1070| NM1071 LIME CREEK RM 2                                    25301     |
 NM1070| CO3953 LIME CREEK AZ MK                                   3583011.1 |
 NM1070|---------------------------------------------------------------------|
 NM1070
 NM1070                          SUPERSEDED SURVEY CONTROL
 NM1070
 NM1070  NAD 83(1986)-  42 43 50.88357(N)    097 00 54.14017(W) AD(       ) 2
 NM1070  NAD 27      -  42 43 50.89100(N)    097 00 52.97700(W) AD(       ) 2
 NM1070  NGVD 29 (??/??/92)  435.517  (m)         1428.86   (f) ADJ UNCH    2 0
 NM1070
 NM1070.Superseded values are not recommended for survey control.
 NM1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1070.See file dsdata.txt to determine how the superseded data were derived.
 NM1070
 NM1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6249832832(NAD 83)
 NM1070_MARKER: P = PIPE CAP
 NM1070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1070_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1070
 NM1070  HISTORY     - Date     Condition        Report By
 NM1070  HISTORY     - 1948     MONUMENTED       MORC
 NM1070  HISTORY     - 1949     GOOD             NGS
 NM1070
 NM1070                          STATION DESCRIPTION
 NM1070
 NM1070'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (MEW)
 NM1070'STATION IS LOCATED ABOUT 8 MILES EAST OF WYNOT AND 4 MILES
 NM1070'NORTHWEST OF OBERT ON NORTH FACE OF HIGHEST BLUFF.  STATION
 NM1070'IS 40 FEET EAST OF FENCELINE.  STATION MARK IS A STANDARD
 NM1070'MISSOURI RIVER COMMISSION MARK WHICH IS A 2 INCH IRON PIPE
 NM1070'WITH CAP SET IN A SQUARE BLOCK OF CONCRETE AND PROJECTS
 NM1070'ABOUT 4 INCHES.
 NM1070'
 NM1070'REFERENCE MARK NO. 1 IS 41.20 FEET (SLOPE MEASUREMENT) SOUTH
 NM1070'SOUTHEAST OF STATION.  THE DISK IS SET IN CONCRETE IN A
 NM1070'STOVEPIPE WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED LIME
 NM1070'CREEK MRC NO 1 1948.
 NM1070'
 NM1070'REFERENCE MARK NO. 2 IS 68.80 FEET (SLOPE MEASUREMENT) SOUTHWEST
 NM1070'OF STATION AND 1 FOOT EAST OF FENCE.  THE DISK IS SET IN
 NM1070'CONCRETE IN A STOVEPIPE WHICH PROJECTS ABOUT 3 INCHES AND
 NM1070'IS STAMPED LIME CREEK MRC NO 2 1948.
 NM1070'
 NM1070'AZIMUTH MARK IS APPROXIMATELY 1.5 MILES NORTH OF STATION, 12
 NM1070'FEET WEST OF FENCECORNER, 10 FEET NORTH OF THE APPROXIMATE
 NM1070'CENTERLINE OF FARM ROAD, 2 FEET WEST OF WITNESS POST AND
 NM1070'1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 NM1070'AND THE DISK IS STAMPED LIME CREEK MRC 1948.
 NM1070'
 NM1070'TO REACH STATION FROM THE POST OFFICE IN WYNOT GO SOUTH
 NM1070'ON MAIN STREET FOR 0.05 MILE TO CROSS STREET.  TURN LEFT
 NM1070'AND GO EAST FOR 0.05 MILE TO STATE HIGHWAY 12.  TURN RIGHT
 NM1070'AND GO SOUTH AND EAST ON STATE HIGHWAY 12 FOR 1.65 MILE
 NM1070'TO T ROAD LEFT AT SERVICE STATION.  TURN LEFT AND GO EAST AND
 NM1070'NORTHEAST ON GRAVEL ROAD FOR 3.75 MILES TO T INTERSECTION.
 NM1070'TURN LEFT AND GO 0.65 MILE TO ANOTHER T INTERSECTION.  TURN
 NM1070'RIGHT AND GO EAST FOR 2.05 MILES TO A T ROAD RIGHT.  TURN
 NM1070'RIGHT AND GO SOUTH FOR 1.45 MILES TO A T ROAD LEFT.  TURN LEFT
 NM1070'AND GO EAST FOR 1.0 MILE TO POINT WHERE MAIN ROAD TURNS
 NM1070'LEFT.  KEEP STRAIGHT AHEAD ON FARM ROAD ALONG EDGE OF
 NM1070'BLUFFS FOR 0.2 MILE TO WIRE GATE BETWEEN TWO TREES NEAR
 NM1070'FARMHOUSE.  GO THROUGH GATE AND FOLLOW FARM ROAD ALONG
 NM1070'EDGE OF FIELD FOR 0.2 MILE TO END OF LANE ON RIGHT AND END
 NM1070'OF TRUCK TRAVEL.  PACK THROUGH WIRE GATE INTO SOUTHEAST
 NM1070'CORNER OF PASTURE THEN BEAR RIGHT UP STEEP BLUFF FOR
 NM1070'ABOUT 0.3 MILE TO STATION ON HIGHEST BLUFF AS DESCRIBED.
 NM1070'
 NM1070'TO REACH AZIMUTH MARK FROM POINT WHERE MAIN ROAD TURNS LEFT
 NM1070'OR NORTH GO NORTH ON MAIN ROAD FOR 1.0 MILE TO FARM ROAD
 NM1070'AND AZIMUTH ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 NM1070'
 NM1070'A 74 FOOT SIGNAL AT STATION WILLOUGHBY 1935 IS VISIBLE FROM
 NM1070'THE GROUND.
 NM1070'
 NM1070'A 74 FOOT SIGNAL AT STATION WALTON 1935 IS VISIBLE FROM THE
 NM1070'GROUND.
 NM1070'
 NM1070'A 100 FOOT SIGNAL AT STATION STYLE 1935 IS VISIBLE FROM THE
 NM1070'GROUND.
 NM1070'
 NM1070'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1070
 NM1070                          STATION RECOVERY (1949)
 NM1070
 NM1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM1070'11.9 MI E FROM WYNOT.
 NM1070'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1070'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1070'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1070'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1070'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.35
 NM1070'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILES EAST
 NM1070'ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE SOUTHEAST ALONG A
 NM1070'DIRT ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST THROUGH A PASTURE
 NM1070'AND TO THE TOP OF A HILL AND THE VICINITY OF THE MARK, 67.0 FEET
 NM1070'EAST OF A NORTH AND SOUTH FENCE WHICH IS ON THE DIXON-CEDAR COUNTY
 NM1070'LINE, A 2 INCH BRASS CAP ON THE TOP OF A 2 INCH IRON PIPE WHICH
 NM1070'IS SET IN CONCRETE AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1068 ***********************************************************************
 NM1068  DESIGNATION -  LIME CREEK AZ MK
 NM1068  PID         -  NM1068
 NM1068  STATE/COUNTY-  NE/CEDAR
 NM1068  USGS QUAD   -  OBERT (1968)
 NM1068
 NM1068                         *CURRENT SURVEY CONTROL
 NM1068  ___________________________________________________________________
 NM1068* NAD 83(1986)-  42 44 56.     (N)    097 00 55.     (W)     SCALED    
 NM1068* NAVD 88     -       350.438  (meters)    1149.73   (feet)  ADJUSTED  
 NM1068  ___________________________________________________________________
 NM1068  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 NM1068  DYNAMIC HT  -         350.331 (meters)    1149.38  (feet)  COMP
 NM1068  MODELED GRAV-     980,306.2   (mgal)                       NAVD 88
 NM1068
 NM1068  VERT ORDER  -  SECOND    CLASS 0
 NM1068
 NM1068.The horizontal coordinates were scaled from a topographic map and have
 NM1068.an estimated accuracy of +/- 6 seconds.
 NM1068
 NM1068.The orthometric height was determined by differential leveling
 NM1068.and adjusted by the National Geodetic Survey in June 1991..
 NM1068
 NM1068.The geoid height was determined by GEOID03.
 NM1068
 NM1068.The dynamic height is computed by dividing the NAVD 88
 NM1068.geopotential number by the normal gravity value computed on the
 NM1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1068.degrees latitude (g = 980.6199 gals.).
 NM1068
 NM1068.The modeled gravity was interpolated from observed gravity values.
 NM1068
 NM1068;                    North         East    Units  Estimated Accuracy
 NM1068;SPC NE       -   327,940.      744,290.      MT  (+/- 180 meters Scaled)
 NM1068
 NM1068                          SUPERSEDED SURVEY CONTROL
 NM1068
 NM1068  NGVD 29 (??/??/92)  350.235  (m)         1149.06   (f) ADJ UNCH    2 0
 NM1068
 NM1068.Superseded values are not recommended for survey control.
 NM1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1068.See file dsdata.txt to determine how the superseded data were derived.
 NM1068
 NM1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN624348(NAD 83)
 NM1068_MARKER: DZ = AZIMUTH MARK DISK
 NM1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1068_STAMPING: LIME CREEK MRC 1948
 NM1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1068+STABILITY: SURFACE MOTION
 NM1068
 NM1068  HISTORY     - Date     Condition        Report By
 NM1068  HISTORY     - 1948     MONUMENTED       CGS
 NM1068  HISTORY     - 1949     GOOD             NGS
 NM1068  HISTORY     - 1967     MARK NOT FOUND   NGS
 NM1068
 NM1068                          STATION DESCRIPTION
 NM1068
 NM1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1068'12.4 MI NE FROM WYNOT.
 NM1068'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1068'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1068'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1068'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1068'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.35
 NM1068'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILES EAST ALONG
 NM1068'A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT
 NM1068'ROAD, 42 FEET WEST OF THE CENTER LINE OF A T ROAD LEADING SOUTH,
 NM1068'ON THE CENTER LINE OF AN EAST AND WEST ROAD, 2.0 FEET WEST OF
 NM1068'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 NM1068'WITH THE SURFACE OF THE ROAD.  NOTE-- THE ROAD IS GRADED UP
 NM1068'AROUND THIS MARK.  IT WILL PROBABLY BE DESTROYED IF FURTHER
 NM1068'GRADING IS DONE.
 NM1068
 NM1068                          STATION RECOVERY (1967)
 NM1068
 NM1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NM1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1069 ***********************************************************************
 NM1069  DESIGNATION -  LIME CREEK RM 1
 NM1069  PID         -  NM1069
 NM1069  STATE/COUNTY-  NE/DIXON
 NM1069  USGS QUAD   -  OBERT (1968)
 NM1069
 NM1069                         *CURRENT SURVEY CONTROL
 NM1069  ___________________________________________________________________
 NM1069* NAD 83(1986)-  42 43 51.     (N)    097 00 53.     (W)     SCALED    
 NM1069* NAVD 88     -       434.397  (meters)    1425.18   (feet)  ADJUSTED  
 NM1069  ___________________________________________________________________
 NM1069  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 NM1069  DYNAMIC HT  -         434.264 (meters)    1424.75  (feet)  COMP
 NM1069  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 NM1069
 NM1069  VERT ORDER  -  SECOND    CLASS 0
 NM1069
 NM1069.The horizontal coordinates were scaled from a topographic map and have
 NM1069.an estimated accuracy of +/- 6 seconds.
 NM1069
 NM1069.The orthometric height was determined by differential leveling
 NM1069.and adjusted by the National Geodetic Survey in June 1991..
 NM1069
 NM1069.The geoid height was determined by GEOID03.
 NM1069
 NM1069.The dynamic height is computed by dividing the NAVD 88
 NM1069.geopotential number by the normal gravity value computed on the
 NM1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1069.degrees latitude (g = 980.6199 gals.).
 NM1069
 NM1069.The modeled gravity was interpolated from observed gravity values.
 NM1069
 NM1069;                    North         East    Units  Estimated Accuracy
 NM1069;SPC NE       -   325,940.      744,410.      MT  (+/- 180 meters Scaled)
 NM1069
 NM1069                          SUPERSEDED SURVEY CONTROL
 NM1069
 NM1069  NGVD 29 (??/??/92)  434.195  (m)         1424.52   (f) ADJ UNCH    2 0
 NM1069
 NM1069.Superseded values are not recommended for survey control.
 NM1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1069.See file dsdata.txt to determine how the superseded data were derived.
 NM1069
 NM1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN625328(NAD 83)
 NM1069_MARKER: DR = REFERENCE MARK DISK
 NM1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1069_STAMPING: LIME CREEK NO 1 1948 MRC
 NM1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1069+STABILITY: SURFACE MOTION
 NM1069
 NM1069  HISTORY     - Date     Condition        Report By
 NM1069  HISTORY     - 1948     MONUMENTED       CGS
 NM1069  HISTORY     - 1949     GOOD             NGS
 NM1069
 NM1069                          STATION DESCRIPTION
 NM1069
 NM1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1069'11.9 MI E FROM WYNOT.
 NM1069'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1069'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1069'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1069'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1069'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.35
 NM1069'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILES EAST
 NM1069'ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE SOUTHEAST ALONG A
 NM1069'DIRT ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST THROUGH A PASTURE
 NM1069'AND TO THE TOP OF A HILL AND THE VICINITY OF THE MARK, 85.0 FEET
 NM1069'EAST OF A NORTH AND SOUTH FENCE WHICH IS ON THE DIXON-CEDAR COUNTY
 NM1069'LINE, 41.0 FEET SOUTHEAST OF TRIANGULATION STATION LIME CREEK
 NM1069'1948 MRC, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 NM1069'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1071 ***********************************************************************
 NM1071  DESIGNATION -  LIME CREEK RM 2
 NM1071  PID         -  NM1071
 NM1071  STATE/COUNTY-  NE/DIXON
 NM1071  USGS QUAD   -  OBERT (1968)
 NM1071
 NM1071                         *CURRENT SURVEY CONTROL
 NM1071  ___________________________________________________________________
 NM1071* NAD 83(1986)-  42 43 51.     (N)    097 00 53.     (W)     SCALED    
 NM1071* NAVD 88     -       434.041  (meters)    1424.02   (feet)  ADJUSTED  
 NM1071  ___________________________________________________________________
 NM1071  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 NM1071  DYNAMIC HT  -         433.909 (meters)    1423.58  (feet)  COMP
 NM1071  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 NM1071
 NM1071  VERT ORDER  -  SECOND    CLASS 0
 NM1071
 NM1071.The horizontal coordinates were scaled from a topographic map and have
 NM1071.an estimated accuracy of +/- 6 seconds.
 NM1071
 NM1071.The orthometric height was determined by differential leveling
 NM1071.and adjusted by the National Geodetic Survey in June 1991..
 NM1071
 NM1071.The geoid height was determined by GEOID03.
 NM1071
 NM1071.The dynamic height is computed by dividing the NAVD 88
 NM1071.geopotential number by the normal gravity value computed on the
 NM1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1071.degrees latitude (g = 980.6199 gals.).
 NM1071
 NM1071.The modeled gravity was interpolated from observed gravity values.
 NM1071
 NM1071;                    North         East    Units  Estimated Accuracy
 NM1071;SPC NE       -   325,940.      744,410.      MT  (+/- 180 meters Scaled)
 NM1071
 NM1071                          SUPERSEDED SURVEY CONTROL
 NM1071
 NM1071  NGVD 29 (??/??/92)  433.840  (m)         1423.36   (f) ADJ UNCH    2 0
 NM1071
 NM1071.Superseded values are not recommended for survey control.
 NM1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1071.See file dsdata.txt to determine how the superseded data were derived.
 NM1071
 NM1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN625328(NAD 83)
 NM1071_MARKER: DR = REFERENCE MARK DISK
 NM1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1071_STAMPING: LIME CREEK NO 2 1948 MRC
 NM1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1071+STABILITY: SURFACE MOTION
 NM1071
 NM1071  HISTORY     - Date     Condition        Report By
 NM1071  HISTORY     - 1948     MONUMENTED       CGS
 NM1071  HISTORY     - 1949     GOOD             NGS
 NM1071
 NM1071                          STATION DESCRIPTION
 NM1071
 NM1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1071'11.9 MI E FROM WYNOT.
 NM1071'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1071'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1071'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1071'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1071'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.35
 NM1071'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILES EAST
 NM1071'ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE SOUTHEAST ALONG A
 NM1071'DIRT ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST THROUGH A PASTURE
 NM1071'AND THE TOP OF A HILL AND THE VICINITY OF THE MARK, 1.2 FEET
 NM1071'EAST OF A NORTH AND SOUTH FENCE WHICH IS ON THE DIXON-CEDAR
 NM1071'COUNTY LINE, 68.8 FEET SOUTHWEST OF TRIANGULATION STATION LIME
 NM1071'CREEK 1948 MRC, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM1071'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1017 ***********************************************************************
 LH1017  DESIGNATION -  LINCOLN
 LH1017  PID         -  LH1017
 LH1017  STATE/COUNTY-  NE/GOSPER
 LH1017  USGS QUAD   -  OXFORD NW (1971)
 LH1017
 LH1017                         *CURRENT SURVEY CONTROL
 LH1017  ___________________________________________________________________
 LH1017* NAD 83(1995)-  40 29 22.95777(N)    099 43 11.05990(W)     ADJUSTED  
 LH1017* NAVD 88     -       780.     (meters)    2559.     (feet)  SCALED    
 LH1017  ___________________________________________________________________
 LH1017  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 LH1017  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 LH1017
 LH1017  HORZ ORDER  -  SECOND
 LH1017
 LH1017.The horizontal coordinates were established by classical geodetic methods
 LH1017.and adjusted by the National Geodetic Survey in August 1997..
 LH1017
 LH1017.The orthometric height was scaled from a topographic map.
 LH1017
 LH1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1017
 LH1017.The geoid height was determined by GEOID03.
 LH1017
 LH1017;                    North         East     Units Scale Factor Converg.
 LH1017;SPC NE       -    72,916.493   523,756.288   MT  0.99981442   +0 11 08.6
 LH1017;UTM  14      - 4,482,361.363   439,004.179   MT  0.99964580   -0 28 02.5
 LH1017
 LH1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1017!SPC NE       -   0.99988147  x   0.99981442  =   0.99969591
 LH1017!UTM  14      -   0.99988147  x   0.99964580  =   0.99952731
 LH1017
 LH1017:                Primary Azimuth Mark                     Grid Az
 LH1017:SPC NE       -  LINCOLN AZ MK                            056 33 33.7
 LH1017:UTM  14      -  LINCOLN AZ MK                            057 12 44.8
 LH1017
 LH1017|---------------------------------------------------------------------|
 LH1017| PID    Reference Object                     Distance      Geod. Az  |
 LH1017|                                                           dddmmss.s |
 LH1017| CN9863 LINCOLN AZ MK                                      0564442.3 |
 LH1017| LH1057 BERTRAND MUNICIPAL TANK             APPROX. 8.5 KM 0582036.5 |
 LH1017| CN9864 LINCOLN RM 1                         29.620 METERS 26540     |
 LH1017| CN9865 LINCOLN RM 2                         24.504 METERS 35726     |
 LH1017|---------------------------------------------------------------------|
 LH1017
 LH1017                          SUPERSEDED SURVEY CONTROL
 LH1017
 LH1017  NAD 83(1986)-  40 29 22.96331(N)    099 43 11.06299(W) AD(       ) 2
 LH1017  NAD 27      -  40 29 22.93900(N)    099 43 09.64400(W) AD(       ) 2
 LH1017
 LH1017.Superseded values are not recommended for survey control.
 LH1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1017.See file dsdata.txt to determine how the superseded data were derived.
 LH1017
 LH1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK3900482361(NAD 83)
 LH1017_MARKER: DS = TRIANGULATION STATION DISK
 LH1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1017
 LH1017  HISTORY     - Date     Condition        Report By
 LH1017  HISTORY     - 1951     MONUMENTED       CGS
 LH1017
 LH1017                          STATION DESCRIPTION
 LH1017
 LH1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1017'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTHEAST OF ELWOOD
 LH1017'AND ABOUT 5.5 MILES SOUTHWEST OF BERTRAND IN THE NORTHWEST
 LH1017'CORNER OF A CULTIVATED FIELD, 34 FEET SOUTHEAST OF THE CENTER
 LH1017'OF A CURVE IN ROAD, 14 FEET SOUTH OF A FENCE CORNER AND 3 FEET
 LH1017'WEST OF A WITNESS POST.  IT IS STAMPED LINCOLN 1951 AND PROJECTS
 LH1017'2 INCHES.
 LH1017'
 LH1017'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF A CULTIVATED
 LH1017'FIELD, 30 FEET WEST OF THE CENTER OF ROAD AND 1 FOOT WEST OF A
 LH1017'NORTH-SOUTH FENCE LINE.  IT IS STAMPED LINCOLN NO 1 1951 AND
 LH1017'PROJECTS 3 INCHES.
 LH1017'
 LH1017'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF A CULTIVATED FIELD,
 LH1017'33 FEET NORTH OF THE CENTER OF A CURVE IN ROAD AND 1 FOOT NORTH
 LH1017'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED LINCOLN NO 2 1951
 LH1017'AND PROJECTS 2 INCHES.
 LH1017'
 LH1017'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 127.97 FEET.
 LH1017'
 LH1017'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 35 FEET NORTH
 LH1017'OF THE CENTER OF A CURVE IN ROAD, 2 FEET WEST OF A WITNESS
 LH1017'POST AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  IT IS STAMPED
 LH1017'LINCOLN 1951 AND PROJECTS 2 INCHES.
 LH1017'
 LH1017'TO REACH THE STATION FROM THE POST OFFICE IN BERTRAND, GO SOUTH
 LH1017'FOR 0.15 MILE TO AN INTERSECTION, TURN RIGHT AND GO WEST ON STATE
 LH1017'HIGHWAY 23 FOR 0.5 MILE TO A CROSSROAD AND POINT WHERE HIGHWAY
 LH1017'CURVES NORTH.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 1.0
 LH1017'MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON DIRT ROAD FOR 3.0
 LH1017'MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR
 LH1017'1.0 MILE TO A CROSSROAD, (TURN RIGHT AND GO WEST FOR 0.3 MILE TO
 LH1017'POINT WHERE ROAD CURVES SOUTH AND AZIMUTH MARK ON RIGHT AS
 LH1017'DESCRIBED.) CONTINUE SOUTH FOR 0.5 MILE TO A T ROAD RIGHT.
 LH1017'TURN RIGHT AND GO WEST FOR 1.0 MILE TO POINT WHERE ROAD
 LH1017'CURVES SOUTH AND STATION JUST SOUTHEAST OF CURVE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1178 ***********************************************************************
 LG1178  DESIGNATION -  LINCOLN
 LG1178  PID         -  LG1178
 LG1178  STATE/COUNTY-  NE/LANCASTER
 LG1178  USGS QUAD   -  EMERALD (1978)
 LG1178
 LG1178                         *CURRENT SURVEY CONTROL
 LG1178  ___________________________________________________________________
 LG1178* NAD 83(1995)-  40 51 09.60757(N)    096 46 13.64442(W)     ADJUSTED  
 LG1178* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 LG1178  ___________________________________________________________________
 LG1178  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 LG1178  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 LG1178
 LG1178  HORZ ORDER  -  SECOND
 LG1178
 LG1178.This mark is at Lincoln Municipal Airport (LNK)
 LG1178
 LG1178.The horizontal coordinates were established by classical geodetic methods
 LG1178.and adjusted by the National Geodetic Survey in August 1997..
 LG1178
 LG1178.The orthometric height was scaled from a topographic map.
 LG1178
 LG1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1178
 LG1178.The geoid height was determined by GEOID03.
 LG1178
 LG1178;                    North         East     Units Scale Factor Converg.
 LG1178;SPC NE       -   118,258.289   772,183.649   MT  0.99972310   +2 08 24.7
 LG1178;UTM  14      - 4,524,794.524   687,931.845   MT  1.00003472   +1 27 31.7
 LG1178
 LG1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1178!SPC NE       -   0.99994763  x   0.99972310  =   0.99967075
 LG1178!UTM  14      -   0.99994763  x   1.00003472  =   0.99998235
 LG1178
 LG1178:                Primary Azimuth Mark                     Grid Az
 LG1178:SPC NE       -  LINCOLN AZ MK                            004 13 38.2
 LG1178:UTM  14      -  LINCOLN AZ MK                            004 54 31.2
 LG1178
 LG1178|---------------------------------------------------------------------|
 LG1178| PID    Reference Object                     Distance      Geod. Az  |
 LG1178|                                                           dddmmss.s |
 LG1178| CL7308 LINCOLN AZ MK                                      0062202.9 |
 LG1178| LF1190 LINCOLN RM 1                         25.265 METERS 06310     |
 LG1178| LF1191 LINCOLN RM 2                         28.416 METERS 15249     |
 LG1178|---------------------------------------------------------------------|
 LG1178
 LG1178                          SUPERSEDED SURVEY CONTROL
 LG1178
 LG1178  NAD 83(1986)-  40 51 09.61657(N)    096 46 13.64569(W) AD(       ) 2
 LG1178  NAD 27      -  40 51 09.60200(N)    096 46 12.57500(W) AD(       ) 2
 LG1178
 LG1178.Superseded values are not recommended for survey control.
 LG1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1178.See file dsdata.txt to determine how the superseded data were derived.
 LG1178
 LG1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8793224795(NAD 83)
 LG1178_MARKER: DS = TRIANGULATION STATION DISK
 LG1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1178_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1178+STABILITY: SURFACE MOTION
 LG1178
 LG1178  HISTORY     - Date     Condition        Report By
 LG1178  HISTORY     - 1947     MONUMENTED       CGS
 LG1178  HISTORY     - 1955     MARK NOT FOUND   CGS
 LG1178  HISTORY     - 1962     SEE DESCRIPTION  USGS
 LG1178  HISTORY     - 1966     MARK NOT FOUND   CGS
 LG1178
 LG1178                          STATION DESCRIPTION
 LG1178
 LG1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1178'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF LINCOLN, AT THE
 LG1178'LINCOLN MUNICIPAL AIRPORT.  IT IS 31.5 FEET SOUTHEAST OF THE
 LG1178'NORTHEAST LEG OF THE CONTROL TOWER, 32 FEET WEST OF THE WEST
 LG1178'EDGE OF THE TAXI STRIP AND 36.5 FEET NORTHEAST OF THE NORTHEAST
 LG1178'CORNER OF A SMALL BUILDING JUST SOUTH OF THE CONTROL TOWER.
 LG1178'IT IS STAMPED LINCOLN 1947 AND IS FLUSH WITH THE SURFACE OF
 LG1178'THE GROUND.
 LG1178'
 LG1178'REFERENCE MARK NO. 1 IS 41 FEET EAST OF THE WEST EDGE OF THE
 LG1178'TAXI STRIP.  IT IS A STANDARD DISK, STAMPED LINCOLN NO 1 1947,
 LG1178'SET IN A DRILL HOLE IN THE CONCRETE.
 LG1178'
 LG1178'REFERENCE MARK NO. 2 IS 10 FEET EAST OF THE WEST EDGE OF THE
 LG1178'TAXI STRIP.  IT IS A STANDARD DISK, STAMPED LINCOLN NO 2 1947, SET
 LG1178'IN A DRILL HOLE IN THE CONCRETE.
 LG1178'
 LG1178'THE AZIMUTH MARK IS ABOUT 438 FEET NORTHEAST OF THE NORTHEAST
 LG1178'CORNER OF HANGER E-1, 360 FEET EAST OF A WIRE GATE AT THE
 LG1178'NORTHWEST CORNER OF THE TAXI STRIP AND 66 FEET WEST OF THE WEST
 LG1178'EDGE OF THE LANDING STRIP.  IT IS A STANDARD DISK, STAMPED
 LG1178'LINCOLN 1947, SET IN A DRILL HOLE AT THE NORTH EDGE OF THE TAXI
 LG1178'STRIP.
 LG1178'
 LG1178'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO NORTH
 LG1178'ON U.S. HIGHWAY 77, TO THE JUNCTION WITH U.S. HIGHWAY 34 AND 6.
 LG1178'TURN LEFT AND FOLLOW U.S. HIGHWAY 34 WEST AND NORTH FOR 4.3
 LG1178'MILES TO THE ENTRANCE OF THE LINCOLN MUNICIPAL AIRPORT.  FROM
 LG1178'HERE GO WEST AND SOUTH TO THE CONTROL TOWER AND THE STATION AS
 LG1178'DESCRIBED.
 LG1178'
 LG1178'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE TAXI
 LG1178'STRIP 0.5 MILE TO THE NORTH EDGE OF THE TAXI STRIP AND THE MARK
 LG1178'AS DESCRIBED.
 LG1178'
 LG1178'A 47 FOOT SIGNAL AT CORN IS V.G.
 LG1178'
 LG1178'AN 87 FOOT SIGNAL AT PEN IS V.G.
 LG1178'
 LG1178'A 74 FOOT SIGNAL AT VET IS VISIBLE AT 20 FEET.
 LG1178'
 LG1178'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1178
 LG1178                          STATION RECOVERY (1955)
 LG1178
 LG1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LG1178'THIS STATION IS IN A RESTRICTED AREA ON THE AIRFORCE BASE, A
 LG1178'THOROUGH SEARCH COULD NOT BE MADE AS WE HAD NO CLEARANCE TO GO
 LG1178'IN THE AREA.  ACCORDING TO INFORMATION FROM THE OFFICE OF THE
 LG1178'AIO, THE STATION WAS DESTROYED OR COVERED BY CONSTRUCTION OF
 LG1178'THE NEW APRON.  FROM THE LITTLE SEARCHING WE WERE ABLE TO DO,
 LG1178'THE STATION AND ALL MARKS APPEAR TO GONE.
 LG1178
 LG1178                          STATION RECOVERY (1962)
 LG1178
 LG1178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LG1178'THE AIR FORCE HAS TAKEN OVER THIS PART OF THE AIRPORT SINCE
 LG1178'THE STATION MARK WAS PLACED AND THE FIELD AND BUILDINGS HAVE
 LG1178'ALL BEEN BUILT SINCE THE MARK WAS PLACED.  THE OLD CONTROL TOWER
 LG1178'AND OTHER LOCAL REFERENCES ARE GONE.
 LG1178
 LG1178                          STATION RECOVERY (1966)
 LG1178
 LG1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 LG1178'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT
 LG1178'WERE NOT RECOVERED.  THE REFERENCE MARKS WERE DESTROYED DURING
 LG1178'CONSTRUCTION OF THE EXISTING PARKING RAMP.  THE STATION MARK IS
 LG1178'BELIEVED TO HAVE BEEN LOST DURING GRADING FOR THE AREA SURROUNDING
 LG1178'THE RAMP.
 LG1178'
 LG1178'THE ORIGINAL DESCRIPTION IS FOUND IN NEBRASKA QUAD. BOOK 400964,
 LG1178'STATION 1032.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1173 ***********************************************************************
 LG1173  DESIGNATION -  LINCOLN AFB AP STA A
 LG1173  PID         -  LG1173
 LG1173  STATE/COUNTY-  NE/LANCASTER
 LG1173  USGS QUAD   -  EMERALD (1978)
 LG1173
 LG1173                         *CURRENT SURVEY CONTROL
 LG1173  ___________________________________________________________________
 LG1173* NAD 83(1995)-  40 51 46.77376(N)    096 45 43.32889(W)     ADJUSTED  
 LG1173* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 LG1173  ___________________________________________________________________
 LG1173  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 LG1173  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 LG1173
 LG1173  HORZ ORDER  -  THIRD
 LG1173
 LG1173.This mark is at Lincoln Municipal Airport (LNK)
 LG1173
 LG1173.The horizontal coordinates were established by classical geodetic methods
 LG1173.and adjusted by the National Geodetic Survey in August 1997..
 LG1173
 LG1173.The orthometric height was scaled from a topographic map.
 LG1173
 LG1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1173
 LG1173.The geoid height was determined by GEOID03.
 LG1173
 LG1173;                    North         East     Units Scale Factor Converg.
 LG1173;SPC NE       -   119,430.197   772,850.117   MT  0.99972108   +2 08 44.8
 LG1173;UTM  14      - 4,525,958.791   688,612.414   MT  1.00003788   +1 27 52.6
 LG1173
 LG1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1173!SPC NE       -   0.99994857  x   0.99972108  =   0.99966967
 LG1173!UTM  14      -   0.99994857  x   1.00003788  =   0.99998645
 LG1173
 LG1173                          SUPERSEDED SURVEY CONTROL
 LG1173
 LG1173  NAD 83(1986)-  40 51 46.78425(N)    096 45 43.33139(W) AD(       ) 3
 LG1173  NAD 27      -  40 51 46.76200(N)    096 45 42.32100(W) AD(       ) 3
 LG1173
 LG1173.Superseded values are not recommended for survey control.
 LG1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1173.See file dsdata.txt to determine how the superseded data were derived.
 LG1173
 LG1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8861225959(NAD 83)
 LG1173_MARKER: DS = TRIANGULATION STATION DISK
 LG1173_SETTING: 0 = UNSPECIFIED SETTING
 LG1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1173
 LG1173  HISTORY     - Date     Condition        Report By
 LG1173  HISTORY     - 1959     MONUMENTED       CGS
 LG1173  HISTORY     - 1961     MARK NOT FOUND   CGS
 LG1173
 LG1173                          STATION DESCRIPTION
 LG1173
 LG1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1173'MARK IS SET IN THE NORTHWEST CORNER OF THE NORTH END OF THE
 LG1173'RUNWAY AT LINCOLN AFB.  A STANDARD BRONZE DISK STAMPED- AP 1959
 LG1173'STA. A.
 LG1173
 LG1173                          STATION RECOVERY (1961)
 LG1173
 LG1173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GCR)
 LG1173'STATION WAS DESTROYED BY SNOW REMOVAL EQUIPMENT ON THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1176 ***********************************************************************
 LG1176  DESIGNATION -  LINCOLN AFB AP STA B
 LG1176  PID         -  LG1176
 LG1176  STATE/COUNTY-  NE/LANCASTER
 LG1176  USGS QUAD   -  EMERALD (1978)
 LG1176
 LG1176                         *CURRENT SURVEY CONTROL
 LG1176  ___________________________________________________________________
 LG1176* NAD 83(1995)-  40 49 39.31426(N)    096 45 44.15015(W)     ADJUSTED  
 LG1176* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 LG1176  ___________________________________________________________________
 LG1176  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 LG1176  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 LG1176
 LG1176  HORZ ORDER  -  THIRD
 LG1176
 LG1176.This mark is at Lincoln Municipal Airport (LNK)
 LG1176
 LG1176.The horizontal coordinates were established by classical geodetic methods
 LG1176.and adjusted by the National Geodetic Survey in August 1997..
 LG1176
 LG1176.The orthometric height was scaled from a topographic map.
 LG1176
 LG1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1176
 LG1176.The geoid height was determined by GEOID03.
 LG1176
 LG1176;                    North         East     Units Scale Factor Converg.
 LG1176;SPC NE       -   115,501.512   772,978.067   MT  0.99972814   +2 08 44.3
 LG1176;UTM  14      - 4,522,027.630   688,693.640   MT  1.00003826   +1 27 48.3
 LG1176
 LG1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1176!SPC NE       -   0.99994857  x   0.99972814  =   0.99967672
 LG1176!UTM  14      -   0.99994857  x   1.00003826  =   0.99998682
 LG1176
 LG1176:                Primary Azimuth Mark                     Grid Az
 LG1176:SPC NE       -  LINCOLN ST CAPITOL BLDG DOME             110 10 35.8
 LG1176:UTM  14      -  LINCOLN ST CAPITOL BLDG DOME             110 51 31.8
 LG1176
 LG1176|---------------------------------------------------------------------|
 LG1176| PID    Reference Object                     Distance      Geod. Az  |
 LG1176|                                                           dddmmss.s |
 LG1176| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 5.7 KM 1121920.1 |
 LG1176| LG1175 LINCOLN AFB ARP                     APPROX. 2.0 KM 3594125.7 |
 LG1176|---------------------------------------------------------------------|
 LG1176
 LG1176                          SUPERSEDED SURVEY CONTROL
 LG1176
 LG1176  NAD 83(1986)-  40 49 39.32474(N)    096 45 44.15230(W) AD(       ) 3
 LG1176  NAD 27      -  40 49 39.30000(N)    096 45 43.11800(W) AD(       ) 3
 LG1176
 LG1176.Superseded values are not recommended for survey control.
 LG1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1176.See file dsdata.txt to determine how the superseded data were derived.
 LG1176
 LG1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8869422028(NAD 83)
 LG1176_MARKER: DS = TRIANGULATION STATION DISK
 LG1176_SETTING: 0 = UNSPECIFIED SETTING
 LG1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1176
 LG1176  HISTORY     - Date     Condition        Report By
 LG1176  HISTORY     - 1959     MONUMENTED       CGS
 LG1176
 LG1176                          STATION DESCRIPTION
 LG1176
 LG1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1176'MARK IS SET IN THE SOUTHWEST CORNER OF THE SOUTH END OF THE
 LG1176'RUNWAY.  A STANDARD BRONZE DISK STAMPED AP 1959 STA. B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1175 ***********************************************************************
 LG1175  DESIGNATION -  LINCOLN AFB ARP
 LG1175  PID         -  LG1175
 LG1175  STATE/COUNTY-  NE/LANCASTER
 LG1175  USGS QUAD   -  EMERALD (1978)
 LG1175
 LG1175                         *CURRENT SURVEY CONTROL
 LG1175  ___________________________________________________________________
 LG1175* NAD 83(1995)-  40 50 42.72565(N)    096 45 44.60125(W)     ADJUSTED  
 LG1175* NAVD 88     -       356.604  (meters)    1169.96   (feet)  ADJUSTED  
 LG1175  ___________________________________________________________________
 LG1175  X           -    -568,990.241 (meters)                     COMP
 LG1175  Y           -  -4,798,484.676 (meters)                     COMP
 LG1175  Z           -   4,149,650.020 (meters)                     COMP
 LG1175  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 LG1175  ELLIP HEIGHT-         330.35  (meters)          (12/12/01) GPS OBS
 LG1175  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 LG1175  DYNAMIC HT  -         356.440 (meters)    1169.42  (feet)  COMP
 LG1175  MODELED GRAV-     980,155.3   (mgal)                       NAVD 88
 LG1175
 LG1175  HORZ ORDER  -  THIRD
 LG1175  VERT ORDER  -  FIRST     CLASS II
 LG1175  ELLP ORDER  -  FOURTH    CLASS I
 LG1175
 LG1175.This mark is at Lincoln Municipal Airport (LNK)
 LG1175
 LG1175.The horizontal coordinates were established by classical geodetic methods
 LG1175.and adjusted by the National Geodetic Survey in August 1997..
 LG1175
 LG1175.The orthometric height was determined by differential leveling
 LG1175.and adjusted by the National Geodetic Survey in May 1993..
 LG1175
 LG1175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1175
 LG1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1175
 LG1175.The ellipsoidal height was determined by GPS observations
 LG1175.and is referenced to NAD 83.
 LG1175
 LG1175.The geoid height was determined by GEOID03.
 LG1175
 LG1175.The dynamic height is computed by dividing the NAVD 88
 LG1175.geopotential number by the normal gravity value computed on the
 LG1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1175.degrees latitude (g = 980.6199 gals.).
 LG1175
 LG1175.The modeled gravity was interpolated from observed gravity values.
 LG1175
 LG1175;                    North         East     Units Scale Factor Converg.
 LG1175;SPC NE       -   117,455.289   772,894.295   MT  0.99972458   +2 08 44.0
 LG1175;UTM  14      - 4,523,982.874   688,633.109   MT  1.00003797   +1 27 49.9
 LG1175
 LG1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1175!SPC NE       -   0.99994818  x   0.99972458  =   0.99967278
 LG1175!UTM  14      -   0.99994818  x   1.00003797  =   0.99998615
 LG1175
 LG1175:                Primary Azimuth Mark                     Grid Az
 LG1175:SPC NE       -  LINCOLN AIR FORCE BASE TANK              113 58 35.0
 LG1175:UTM  14      -  LINCOLN AIR FORCE BASE TANK              114 39 29.1
 LG1175
 LG1175|---------------------------------------------------------------------|
 LG1175| PID    Reference Object                     Distance      Geod. Az  |
 LG1175|                                                           dddmmss.s |
 LG1175| LG1181 LINCOLN AIR FORCE BASE TANK         APPROX. 0.7 KM 1160719.0 |
 LG1175| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 6.7 KM 1275625.4 |
 LG1175| LG1113 LINCOLN C B AND Q RR PWR STK        APPROX. 4.6 KM 1460940.5 |
 LG1175| LG1112 LINCOLN STATE HOSPITAL TANK         APPROX. 8.3 KM 1612833.8 |
 LG1175| LG1180 LINCOLN PIONEERS PARK TANK          APPROX. 7.5 KM 1820851.3 |
 LG1175|---------------------------------------------------------------------|
 LG1175
 LG1175                          SUPERSEDED SURVEY CONTROL
 LG1175
 LG1175  ELLIP H (08/18/97)  330.32   (m)                       GP(       ) 4 1
 LG1175  NAD 83(1986)-  40 50 42.73619(N)    096 45 44.60358(W) AD(       ) 3
 LG1175  NAD 27      -  40 50 42.71600(N)    096 45 43.58100(W) AD(       ) 3
 LG1175  NAVD 88 (09/24/97)  356.60   (m)         1169.9    (f) LEVELING    3  
 LG1175  NGVD 29 (02/23/90)  357.0    (m)         1171.     (f) GPS OBS        
 LG1175
 LG1175.Superseded values are not recommended for survey control.
 LG1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1175.See file dsdata.txt to determine how the superseded data were derived.
 LG1175
 LG1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8863323983(NAD 83)
 LG1175_MARKER: DT = TOPOGRAPHIC STATION DISK
 LG1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1175_SP_SET: CONCRETE POST
 LG1175_STAMPING: ARP 1959
 LG1175_MARK LOGO: CGS   
 LG1175_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1175+STABILITY: SURFACE MOTION
 LG1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1175+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1997
 LG1175
 LG1175  HISTORY     - Date     Condition        Report By
 LG1175  HISTORY     - 1959     MONUMENTED       CGS
 LG1175  HISTORY     - 1959     GOOD             CGS
 LG1175  HISTORY     - 19880615 GOOD             NGS
 LG1175  HISTORY     - 19890320 GOOD             NGS
 LG1175  HISTORY     - 19920520 GOOD             NGS
 LG1175  HISTORY     - 19970725 GOOD             NGS
 LG1175
 LG1175                          STATION DESCRIPTION
 LG1175
 LG1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1175'MARK IS LOCATED AT LINCOLN AFB AT THE APPROXIMATE MIDPOINT
 LG1175'OF THE RUNWAY, 136.0 FT. SOUTH OF THE CENTERLINE OF THE CENTER
 LG1175'TAXIWAY, 65.5 FT. WEST OF THE WEST EDGE OF THE RUNWAY.
 LG1175'
 LG1175'A STANDARD BRONZE DISK STAMPED- ARP 1959 SET IN A CONCRETE
 LG1175'MONUMENT FLUSH WITH THE GROUND.
 LG1175
 LG1175                          STATION RECOVERY (1959)
 LG1175
 LG1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LG1175'RECOVERED IN GOOD CONDITION.
 LG1175
 LG1175                          STATION RECOVERY (1988)
 LG1175
 LG1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LG1175'THE STATION IS 75.7 FT (23.1 M) NORTHWEST OF THE FIRST RUNWAY LIGHT
 LG1175'SOUTH OF THE FIRST RUNWAY LIGHT SOUTH OF THE INTERSECTION OF RUNWAY
 LG1175'17R-35L AND TAXIWAY S ON THE WEST SIDE OF THE RUNWAY, 72.4 FT (22.1 M)
 LG1175'SSE OF THE TAXIWAY LIGHT, 44.4 FT (13.5 M) SW OF A TAXIWAY LIGHT IN
 LG1175'ARC, 21.4 FT (6.5 M) SOUTH OF THE CENTER OF A ROUND STEEL ELECTRIC
 LG1175'COVER.  THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A
 LG1175'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED APR 1959.
 LG1175
 LG1175                          STATION RECOVERY (1989)
 LG1175
 LG1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG1175'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTH-NORTHWEST OF
 LG1175'LINCOLN, AT THE LINCOLN MUNICIPAL AIRPORT.  OWNERSHIP--LINCLON AIRPORT
 LG1175'AUTHORITY, BOX 80407, LINCOLN, NE 68501.  AIRPORT MANAGER IS WAYNE
 LG1175'ANDERSON, TELEPHONE 402-474-2770.  CONTACT LARRY HICKOCK (OPERATIONS
 LG1175'MANAGER) TELEPHONE 402-470-3480.  ADVANCE NOTICE IS REQUIRED BY
 LG1175'AIRPORT AUTHORITY TO ARRANGE ESCORTS FOR PERSONNEL OCCUPYING THE
 LG1175'STATION.  PERSONNEL WILL MEET WITH THE ESCORTS AT THE FIRE, CRASH,
 LG1175'RESCUE AND MAINTENANCE BUILDING ON THE WEST SIDE OF THE AIRPORT AT AIR
 LG1175'PARK WEST.
 LG1175'TO REACH THE MAINTENANCE BUILDING AT AIR PARK WEST FROM THE
 LG1175'INTERSECTION OF INTERSTATE HIGHWAY 80 AND NW 48TH STREET (EXIT 395),
 LG1175'GO NORTH ON NW 48TH STREET FOR 3.37 KM (2.10 MI) TO THE JUNCTION WITH
 LG1175'WEST MATHIS STREET.  TURN RIGHT AND GO EAST ON WEST MATHIS STREET FOR
 LG1175'1.00 KM (0.60 MI) TO THE JUNCTION WITH NW 38TH STREET.  TURN LEFT AND
 LG1175'GO NORTH ON NW 38TH STREET FOR 0.32 KM (0.20 MI) TO THE JUNCTION WITH
 LG1175'WEST LUKE STREET.  TURN RIGHT AND GO EAST ON WEST LUKE STREET
 LG1175'FOLLOWING AIRPORT AUTHORITY MAINTENANCE SIGNAGE FOR 0.31 KM (0.20 MI)
 LG1175'TO 3401 WEST LUKE STREET AND THE BUILDING.
 LG1175'THE STATION MARK IS SET IN THE SOUTHWEST ANGLE FORMED BY THE
 LG1175'INTERSECTION OF A TAXIWAY AND RUNWAY 17R-35L, 40.9 M (134.2 FT) SOUTH
 LG1175'OF THE TAXIWAY CENTER, 20.2 M (66.3 FT) WEST OF THE RUNWAY EDGE, 23.1
 LG1175'M (75.8 FT) NORTHWEST OF A RUNWAY LIGHT, 6.5 M (21.3 FT) SOUTH OF THE
 LG1175'CENTER OF A SEWER COVER, AND 8 CM BELOW THE SURFACE.
 LG1175'DESCRIBED BY R.D.BALL.
 LG1175
 LG1175                          STATION RECOVERY (1992)
 LG1175
 LG1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG1175'IN LINCOLN, AT THE MUNICIPAL AIRPORT, IN THE SOUTHWEST ANGLE FORMED BY
 LG1175'THE CENTER TAXIWAY AND RUNWAY 17R-35L, 40.9 M (134.2 FT) SOUTH OF THE
 LG1175'CENTER OF THE TAXIWAY, 20.2 M (66.3 FT) WEST OF THE WEST EDGE OF THE
 LG1175'RUNWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 LG1175'SURFACE.  NOTE--FOR PERMISSION TO VISIT THE MARK SITE, CONTACT--WAYNE
 LG1175'ANDERSON--AIRPORT MANAGER, TELEPHONE NUMBER (402) 474-2770, OR LARRY
 LG1175'HICKOCK--OPERATIONS MANAGER, TELEPHONE NUMBER (402) 470-3480.
 LG1175
 LG1175                          STATION RECOVERY (1997)
 LG1175
 LG1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 LG1175'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) .
 LG1175'RECOVERED IN GOOD CONDITION WITH UPDATED DESCRIPTION AS FOLLOWS.  THE
 LG1175'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE
 LG1175'LINCOLN MUNICIPAL AIRPORT, IN THE SAFETY AREA WEST FROM RUNWAY 17R-35L
 LG1175'AND SOUTH FROM CONNECTOR TAXIWAY (S) .  OWNERSHIP--LINCOLN AIRPORT
 LG1175'AUTHORITY, BOX 80407, LINCOLN NE 68501.  FOR ACCESS TO THE STATION
 LG1175'CONTACT BOB MCNALLY OR DAVE TONNIGES AT AIRPORT OPERATIONS, PHONE
 LG1175'(402) 470-3480, FAX (402) 470-2085.* TO REACH THE STATION FROM THE
 LG1175'JUNCTION OF COMBINED INTERSTATE 80 (EXIT 401) AND STATE HIGHWAY 77
 LG1175'WITH STATE HIGHWAY 34 WHICH IS 3 KM (1.85 MI) NORTH FROM STATE HIGHWAY
 LG1175'6 (CORNHUSKER HIGHWAY) , GO NORTHWEST THEN WEST ON STATE HIGHWAY 34
 LG1175'PASSING A BRIDGE OVER NW 27TH STREET AT 4.5 KM (2.80 MI) FOR A TOTAL
 LG1175'OF 5.0 KM (3.10 MI) TO AN ASPHALT STREET LEADING TO THE AIRPARK NORTH
 LG1175'GATE ON LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST 31ST STREET,
 LG1175'FOLLOWING THE CURVING ROAD WEST THEN SOUTH AGAIN ALONG NORTHWEST 38TH
 LG1175'STREET PASSING WEST CUMING STREET AT 2.5 KM (1.55 MI) FOR A TOTAL OF
 LG1175'4.0 KM (2.50 MI) TO WEST LUKE STREET.  TURN LEFT AND GO EASTERLY FOR
 LG1175'0.4 KM (0.25 MI) TO A GATE AHEAD, AND AIRPORT MAINTAINANCE ON RIGHT.
 LG1175'PASS THROUGH THE GATE AND CONTINUE EAST FOR 0.3 KM (0.20 MI) TO THE
 LG1175'EAST SIDE OF THE WEST RAMP AT A PARALLEL TAXIWAY (G) .  TURN RIGHT AND
 LG1175'GO SOUTH FOR 0.5 KM (0.30 MI) TO A CONNECTOR TAXIWAY (S) LEFT.  TURN
 LG1175'LEFT AND GO EAST FOR 0.2 KM (0.10 MI) TO THE STATION ON RIGHT.* THE
 LG1175'MARK IS A CGS TOPOGRAPHIC STATION DISK IN A 30 CM (12 IN) ROUND
 LG1175'CONCRETE POST.  THE STATION IS LOCATED 50.8 M (166.7 FT) WEST FROM
 LG1175'RUNWAY 17R-35L CENTER, 40.9 M (134.2 FT) SOUTH FROM THE CONNECTOR
 LG1175'TAXIWAY CENTER, 20.3 M (66.6 FT) WEST FROM THE WEST EDGE OF RUNWAY AT
 LG1175'THE SIDE PAINT BAR, 8.1 M (26.6 FT) SOUTHWEST FROM THE EDGE OF ASPHALT
 LG1175'TAXIWAY PAVEMENT ALONG AN ARC, 6.6 M (21.7 FT) SOUTH FROM THE CENTER
 LG1175'OF A 30 IN DIA ELECTRIC MANHOLE, AND 5.9 M (19.4 FT) NORTHWEST FROM
 LG1175'THE NORTHWEST FOUNDATION CORNER OF A DISTANCE REMAINING SIGN. THE MARK
 LG1175'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1181 ***********************************************************************
 LG1181  DESIGNATION -  LINCOLN AIR FORCE BASE TANK
 LG1181  PID         -  LG1181
 LG1181  STATE/COUNTY-  NE/LANCASTER
 LG1181  USGS QUAD   -  EMERALD (1978)
 LG1181
 LG1181                         *CURRENT SURVEY CONTROL
 LG1181  ___________________________________________________________________
 LG1181* NAD 83(1995)-  40 50 33.40366(N)    096 45 19.57109(W)     ADJUSTED  
 LG1181* NAVD 88     -                                                        
 LG1181  ___________________________________________________________________
 LG1181  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 LG1181  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 LG1181
 LG1181  HORZ ORDER  -  THIRD
 LG1181
 LG1181.This mark is at Lincoln Municipal Airport (LNK)
 LG1181
 LG1181.The horizontal coordinates were established by classical geodetic methods
 LG1181.and adjusted by the National Geodetic Survey in August 1997..
 LG1181
 LG1181
 LG1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1181
 LG1181.The geoid height was determined by GEOID03.
 LG1181
 LG1181;                    North         East     Units Scale Factor Converg.
 LG1181;SPC NE       -   117,189.979   773,490.851   MT  0.99972510   +2 09 00.6
 LG1181;UTM  14      - 4,523,710.400   689,226.652   MT  1.00004074   +1 28 06.0
 LG1181
 LG1181                          SUPERSEDED SURVEY CONTROL
 LG1181
 LG1181  NAD 83(1986)-  40 50 33.41366(N)    096 45 19.57289(W) AD(       ) 4
 LG1181  NAD 27      -  40 50 33.39825(N)    096 45 18.50102(W) AD(       ) 3
 LG1181
 LG1181.Superseded values are not recommended for survey control.
 LG1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1181.See file dsdata.txt to determine how the superseded data were derived.
 LG1181
 LG1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8922723710(NAD 83)
 LG1181_MARKER: 53 = ELEVATED TANK
 LG1181
 LG1181  HISTORY     - Date     Condition        Report By
 LG1181  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG1181  HISTORY     - 1966     GOOD             CGS
 LG1181  HISTORY     - 1976     GOOD             NGS
 LG1181  HISTORY     - 1979     GOOD             NGS
 LG1181  HISTORY     - 19880615 GOOD             NGS
 LG1181  HISTORY     - 20010815 GOOD             USPSQD
 LG1181  HISTORY     - 20030809 GOOD             USPSQD
 LG1181
 LG1181                          STATION DESCRIPTION
 LG1181
 LG1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1181'THE APEX OF THE WATER TANK WAS USED AS THE POINT OF INTERSECTION.
 LG1181'THE TANK IS 0.1 MILE WEST OF THE ENTRANCE TO THE LINCOLN AIR
 LG1181'NATIONAL GUARD GROUNDS AND 0.1 MILE SOUTHWEST OF THE UNITED AIRLINE
 LG1181'TERMINAL, LINCOLN MUNICIPAL AIRPORT.  THE TANK, WITH A REVOLVING
 LG1181'BEACON AT THE CENTER OF THE TOP, IS PAINTED RED AND WHITE.  THE
 LG1181'TANK IS SUPPORTED UPON EIGHT LEGS AND IS ABOUT 100 FEET IN
 LG1181'HEIGHT.
 LG1181
 LG1181                          STATION RECOVERY (1966)
 LG1181
 LG1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 LG1181'THE STATION WAS RECOVERED AS DESCRIBED.
 LG1181
 LG1181                          STATION RECOVERY (1976)
 LG1181
 LG1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 LG1181'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 LG1181'DESCRIBED.
 LG1181'
 LG1181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LINCOLN
 LG1181'MUNICIPAL AIRPORT.
 LG1181
 LG1181                          STATION RECOVERY (1979)
 LG1181
 LG1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTM)
 LG1181'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LG1181'
 LG1181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LINCOLN
 LG1181'MUNICIPAL AIRPORT.
 LG1181
 LG1181                          STATION RECOVERY (1988)
 LG1181
 LG1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LG1181'THE TANK IS 0.1 MILES (0.2 KM) WEST OF THE ENTRANCE TO THE LINCOLN AIR
 LG1181'NATIONAL GUARD GROUNDS AND 0.1 MILES (0.2 KM) SOUTHWEST OF THE UNITED
 LG1181'AIRLINES TERMINAL, LINCOLN MUNICIPAL AIRPORT.  THE TANK, WITH A
 LG1181'REVOLVING BEACON AT THE CENTER OF THE TOP, IS PAINTED RED AND WHITE.
 LG1181'THE TANK IS SUPPORTED UPON EIGHT LEGS AND IS ABOUT 100 FT (30.5 M) IN
 LG1181'HEIGHT.  THE APEX OF THE WATER TANK WAS USED AS THE POINT OF
 LG1181'INTERSECTION.
 LG1181
 LG1181                          STATION RECOVERY (2001)
 LG1181
 LG1181'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1181'RECOVERED AS DESCRIBED IN 1988 DESCRIPTION, EXCEPT TANK IS NOW WHITE,
 LG1181'INSTEAD OF RED AND WHITE.
 LG1181
 LG1181                          STATION RECOVERY (2003)
 LG1181
 LG1181'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1127 ***********************************************************************
 LG1127  DESIGNATION -  LINCOLN BETHANY MUNICIPAL TANK
 LG1127  PID         -  LG1127
 LG1127  STATE/COUNTY-  NE/LANCASTER
 LG1127  USGS QUAD   -  LINCOLN (1980)
 LG1127
 LG1127                         *CURRENT SURVEY CONTROL
 LG1127  ___________________________________________________________________
 LG1127* NAD 83(1995)-  40 49 52.72518(N)    096 37 40.98178(W)     ADJUSTED  
 LG1127* NAVD 88     -                                                        
 LG1127  ___________________________________________________________________
 LG1127  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LG1127  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 LG1127
 LG1127  HORZ ORDER  -  THIRD
 LG1127
 LG1127.The horizontal coordinates were established by classical geodetic methods
 LG1127.and adjusted by the National Geodetic Survey in August 1997..
 LG1127
 LG1127
 LG1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1127
 LG1127.The geoid height was determined by GEOID03.
 LG1127
 LG1127;                    North         East     Units Scale Factor Converg.
 LG1127;SPC NE       -   116,347.312   784,272.041   MT  0.99972738   +2 14 04.5
 LG1127;UTM  14      - 4,522,739.039   700,000.703   MT  1.00009236   +1 33 04.9
 LG1127
 LG1127                          SUPERSEDED SURVEY CONTROL
 LG1127
 LG1127  NAD 83(1986)-  40 49 52.73455(N)    096 37 40.98232(W) AD(       ) 4
 LG1127  NAD 27      -  40 49 52.74000(N)    096 37 39.94000(W) AD(       ) 3
 LG1127
 LG1127.Superseded values are not recommended for survey control.
 LG1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1127.See file dsdata.txt to determine how the superseded data were derived.
 LG1127
 LG1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0000122739(NAD 83)
 LG1127_MARKER: 53 = ELEVATED TANK
 LG1127
 LG1127  HISTORY     - Date     Condition        Report By
 LG1127  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1127  HISTORY     - 1958     GOOD             CGS
 LG1127  HISTORY     - 1959     GOOD             CGS
 LG1127  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LG1127
 LG1127                          STATION DESCRIPTION
 LG1127
 LG1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1127'THE STATION IS LOCATED IN BETHANY, A SUBURB ABOUT 3 MILES EAST
 LG1127'OF LINCOLN.  IT IS 100 FEET NORTH OF FRANCIS ST. AND 75 FEET
 LG1127'WEST OF 68TH ST. AND 45 FEET EAST OF A RED BRICK BUILDING.  IT IS
 LG1127'A SILVER TANK SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE ABOUT
 LG1127'125 FEET HIGH.  THE POINT OBSERVED UPON WAS THE BALL AT THE
 LG1127'APEX OF THE ROOF.
 LG1127
 LG1127                          STATION RECOVERY (1958)
 LG1127
 LG1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1127'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION,
 LG1127'WHICH IS ADEQUATE FOR A QUICK RECOVERY.
 LG1127
 LG1127                          STATION RECOVERY (1959)
 LG1127
 LG1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1127'RECOVERED AS DESCRIBED, EXCEPT THE BRICK BUILDING REFERRED TO
 LG1127'IN THE 1947 DESCRIPTION HAS BEEN REMOVED.
 LG1127
 LG1127                          STATION RECOVERY (2001)
 LG1127
 LG1127'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1127'TANK HAS BEEN DEMOLISHED. SITE LOCATED.  TANK NO LONGER EXISTS.  SITE
 LG1127'IS NOW OCCUPIED BY PRIVATE HOMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1121 ***********************************************************************
 LG1121  DESIGNATION -  LINCOLN COLLEGE VIEW MUN TANK
 LG1121  PID         -  LG1121
 LG1121  STATE/COUNTY-  NE/LANCASTER
 LG1121  USGS QUAD   -  LINCOLN (1980)
 LG1121
 LG1121                         *CURRENT SURVEY CONTROL
 LG1121  ___________________________________________________________________
 LG1121* NAD 83(1995)-  40 46 34.04663(N)    096 39 33.12025(W)     ADJUSTED  
 LG1121* NAVD 88     -                                                        
 LG1121  ___________________________________________________________________
 LG1121  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 LG1121  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 LG1121
 LG1121  HORZ ORDER  -  THIRD
 LG1121
 LG1121.The horizontal coordinates were established by classical geodetic methods
 LG1121.and adjusted by the National Geodetic Survey in August 1997..
 LG1121
 LG1121
 LG1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1121
 LG1121.The geoid height was determined by GEOID03.
 LG1121
 LG1121;                    North         East     Units Scale Factor Converg.
 LG1121;SPC NE       -   110,122.887   781,883.984   MT  0.99973907   +2 12 50.2
 LG1121;UTM  14      - 4,516,541.374   697,537.648   MT  1.00008031   +1 31 45.4
 LG1121
 LG1121                          SUPERSEDED SURVEY CONTROL
 LG1121
 LG1121  NAD 83(1986)-  40 46 34.05557(N)    096 39 33.12052(W) AD(       ) 4
 LG1121  NAD 27      -  40 46 34.05300(N)    096 39 32.07100(W) AD(       ) 3
 LG1121
 LG1121.Superseded values are not recommended for survey control.
 LG1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1121.See file dsdata.txt to determine how the superseded data were derived.
 LG1121
 LG1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9753816541(NAD 83)
 LG1121_MARKER: 53 = ELEVATED TANK
 LG1121
 LG1121  HISTORY     - Date     Condition        Report By
 LG1121  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1121  HISTORY     - 1958     GOOD             CGS
 LG1121  HISTORY     - 20010815 MARK NOT FOUND   USPSQD
 LG1121
 LG1121                          STATION DESCRIPTION
 LG1121
 LG1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1121'THE STATION IS LOCATED IN COLLEGE VIEW, A SUBURB ABOUT 3 MILES
 LG1121'SOUTHEAST OF LINCOLN.  IT IS 50 FEET EAST OF 44TH STREET AND ABOUT
 LG1121'THE MIDDLE OF THE BLOCK BETWEEN STOCKWELL AND CALVERT STREETS.  IT
 LG1121'IS A SILVER TANK SUPPORTED BY A SIX LEGGED STEEL STRUCTURE.  IT IS
 LG1121'ABOUT 100 FEET HIGH.  THE POINT OBSERVED UPON WAS THE BALL AT THE
 LG1121'APEX OF THE ROOF.
 LG1121
 LG1121                          STATION RECOVERY (1958)
 LG1121
 LG1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1121'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION,
 LG1121'WHICH IS ADEQUATE FOR A QUICK RECOVERY.
 LG1121
 LG1121                          STATION RECOVERY (2001)
 LG1121
 LG1121'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1121'TANK HAS BEEN DEMOLISHED. SITE LOCATED.  TANK NO LONGER EXISTS.  A
 LG1121'SCHOOL HAS BEEN CONSTRUCTED ON THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1119 ***********************************************************************
 LG1119  DESIGNATION -  LINCOLN CONSUMERS POWER CO STK
 LG1119  PID         -  LG1119
 LG1119  STATE/COUNTY-  NE/LANCASTER
 LG1119  USGS QUAD   -  LINCOLN (1980)
 LG1119
 LG1119                         *CURRENT SURVEY CONTROL
 LG1119  ___________________________________________________________________
 LG1119* NAD 83(1995)-  40 48 34.78891(N)    096 42 32.12811(W)     ADJUSTED  
 LG1119* NAVD 88     -                                                        
 LG1119  ___________________________________________________________________
 LG1119  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 LG1119  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 LG1119
 LG1119  HORZ ORDER  -  THIRD
 LG1119
 LG1119.The horizontal coordinates were established by classical geodetic methods
 LG1119.and adjusted by the National Geodetic Survey in August 1997..
 LG1119
 LG1119
 LG1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1119
 LG1119.The geoid height was determined by GEOID03.
 LG1119
 LG1119;                    North         East     Units Scale Factor Converg.
 LG1119;SPC NE       -   113,682.853   777,548.765   MT  0.99973186   +2 10 51.5
 LG1119;UTM  14      - 4,520,154.042   693,243.795   MT  1.00005965   +1 29 52.0
 LG1119
 LG1119                          SUPERSEDED SURVEY CONTROL
 LG1119
 LG1119  NAD 83(1986)-  40 48 34.79772(N)    096 42 32.12918(W) AD(       ) 4
 LG1119  NAD 27      -  40 48 34.78700(N)    096 42 31.07200(W) AD(       ) 3
 LG1119
 LG1119.Superseded values are not recommended for survey control.
 LG1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1119.See file dsdata.txt to determine how the superseded data were derived.
 LG1119
 LG1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9324420154(NAD 83)
 LG1119_MARKER: 63 = STACK
 LG1119
 LG1119  HISTORY     - Date     Condition        Report By
 LG1119  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1119  HISTORY     - 1966     GOOD             CGS
 LG1119  HISTORY     - 20010817 MARK NOT FOUND   USPSQD
 LG1119
 LG1119                          STATION DESCRIPTION
 LG1119
 LG1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1119'THE STATION IS LOCATED IN DOWNTOWN LINCOLN, IN THE NORTHWEST
 LG1119'ANGLE FORMED BY 9TH AND K STREETS.  IT IS IN THE CENTER OF THE
 LG1119'BLOCK BETWEEN K AND L STREETS, ABOUT A HALF A BLOCK WEST OF
 LG1119'THE CENTER OF 9TH STREET.  IT IS A METAL STACK ABOUT 75 FEET
 LG1119'HIGH PAINTED SILVER WITH A BLACK TOP.  IT IS IN THE CENTER OF
 LG1119'THE NORTH SIDE OF A RED BRICK BUILDING.  THE POINT OBSERVED UPON
 LG1119'WAS THE TOP OF THE STACK.
 LG1119
 LG1119                          STATION RECOVERY (1966)
 LG1119
 LG1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 LG1119'THE STATION WAS RECOVERED AS DESCRIBED IN NEBRASKA, QUAD BOOK
 LG1119'400964, STATION 1057, EXCEPT THAT IT IS THE EASTERLY ONE OF TWO
 LG1119'STACKS.  NOTE--DUE TO EXPANSION OF THE BUILDING THERE ARE NOW TWO
 LG1119'STACKS.
 LG1119
 LG1119                          STATION RECOVERY (2001)
 LG1119
 LG1119'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1119'THE EASTERLY STACK OF TWO STACKS IDENTIFIED IN THE 1966 DESCRIPTION
 LG1119'WAS DEMOLISHED PRIOR TO 1992. THE WESTERLY STACK STILL STANDING IN
 LG1119'1992, HAS NOW ALSO BEEN DEMOLISHED. SITE LOCATED.  NEITHER OF THE TWO
 LG1119'STACKS NOW EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1122 ***********************************************************************
 LG1122  DESIGNATION -  LINCOLN GOOCH FOOD PROD TANK
 LG1122  PID         -  LG1122
 LG1122  STATE/COUNTY-  NE/LANCASTER
 LG1122  USGS QUAD   -  LINCOLN (1980)
 LG1122
 LG1122                         *CURRENT SURVEY CONTROL
 LG1122  ___________________________________________________________________
 LG1122* NAD 83(1995)-  40 47 35.58540(N)    096 42 49.53365(W)     ADJUSTED  
 LG1122* NAVD 88     -                                                        
 LG1122  ___________________________________________________________________
 LG1122  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 LG1122  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 LG1122
 LG1122  HORZ ORDER  -  THIRD
 LG1122
 LG1122.The horizontal coordinates were established by classical geodetic methods
 LG1122.and adjusted by the National Geodetic Survey in August 1997..
 LG1122
 LG1122
 LG1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1122
 LG1122.The geoid height was determined by GEOID03.
 LG1122
 LG1122;                    North         East     Units Scale Factor Converg.
 LG1122;SPC NE       -   111,842.883   777,210.599   MT  0.99973535   +2 10 40.0
 LG1122;UTM  14      - 4,518,317.640   692,883.589   MT  1.00005794   +1 29 38.9
 LG1122
 LG1122                          SUPERSEDED SURVEY CONTROL
 LG1122
 LG1122  NAD 83(1986)-  40 47 35.59407(N)    096 42 49.53458(W) AD(       ) 4
 LG1122  NAD 27      -  40 47 35.58600(N)    096 42 48.47800(W) AD(       ) 3
 LG1122
 LG1122.Superseded values are not recommended for survey control.
 LG1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1122.See file dsdata.txt to determine how the superseded data were derived.
 LG1122
 LG1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9288418318(NAD 83)
 LG1122_MARKER: 51 = TANK
 LG1122
 LG1122  HISTORY     - Date     Condition        Report By
 LG1122  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1122  HISTORY     - 1958     GOOD             CGS
 LG1122  HISTORY     - 1959     GOOD             CGS
 LG1122  HISTORY     - 1966     GOOD             CGS
 LG1122  HISTORY     - 20010817 GOOD             USPSQD
 LG1122  HISTORY     - 20030814 GOOD             USPSQD
 LG1122
 LG1122                          STATION DESCRIPTION
 LG1122
 LG1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1122'THE STATION IS LOCATED ABOUT 1 MILE SOUTH SOUTHWEST OF LINCOLN
 LG1122'AT THE NORTHWEST ANGLE OF SOUTH ST. AND PARK BLVD.  IT IS
 LG1122'A SILVER TANK ON THE TOP OF A GRAIN ELEVATOR AT THE SOUTH
 LG1122'END OF A ROW OF STORAGE BINS.  IT IS ABOUT 200 FEET HIGH.
 LG1122'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG1122
 LG1122                          STATION RECOVERY (1958)
 LG1122
 LG1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1122'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION,
 LG1122'WHICH IS ADEQUATE FOR A QUICK RECOVERY.
 LG1122
 LG1122                          STATION RECOVERY (1959)
 LG1122
 LG1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1122'RECOVERED AS DESCRIBED.
 LG1122
 LG1122                          STATION RECOVERY (1966)
 LG1122
 LG1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 LG1122'THE STATION WAS RECOVERED AS DESCRIBED.
 LG1122
 LG1122                          STATION RECOVERY (2001)
 LG1122
 LG1122'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1122'RECOVERED IN GOOD CONDITION.
 LG1122
 LG1122                          STATION RECOVERY (2003)
 LG1122
 LG1122'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1229 ***********************************************************************
 LG1229  FBN         -  This is a Federal Base Network Control Station.
 LG1229  DESIGNATION -  LINCOLN NCMN
 LG1229  PID         -  LG1229
 LG1229  STATE/COUNTY-  NE/LANCASTER
 LG1229  USGS QUAD   -  LINCOLN (1980)
 LG1229
 LG1229                         *CURRENT SURVEY CONTROL
 LG1229  ___________________________________________________________________
 LG1229* NAD 83(1995)-  40 45 39.18973(N)    096 42 25.13587(W)     ADJUSTED  
 LG1229* NAVD 88     -       362.065  (meters)    1187.87   (feet)  ADJUSTED  
 LG1229  ___________________________________________________________________
 LG1229  X           -    -565,064.807 (meters)                     COMP
 LG1229  Y           -  -4,805,113.935 (meters)                     COMP
 LG1229  Z           -   4,142,565.786 (meters)                     COMP
 LG1229  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 LG1229  ELLIP HEIGHT-         336.08  (meters)          (03/30/05) GPS OBS
 LG1229  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LG1229  DYNAMIC HT  -         361.907 (meters)    1187.36  (feet)  COMP
 LG1229  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 LG1229
 LG1229  HORZ ORDER  -  A
 LG1229  VERT ORDER  -  FIRST     CLASS II
 LG1229  ELLP ORDER  -  THIRD     CLASS I
 LG1229
 LG1229.The horizontal coordinates were established by GPS observations
 LG1229.and adjusted by the National Geodetic Survey in July 1992..
 LG1229
 LG1229.The orthometric height was determined by differential leveling
 LG1229.and adjusted by the National Geodetic Survey in May 1993..
 LG1229
 LG1229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1229
 LG1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1229
 LG1229.The ellipsoidal height was determined by GPS observations
 LG1229.and is referenced to NAD 83.
 LG1229
 LG1229.The geoid height was determined by GEOID03.
 LG1229
 LG1229.The dynamic height is computed by dividing the NAVD 88
 LG1229.geopotential number by the normal gravity value computed on the
 LG1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1229.degrees latitude (g = 980.6199 gals.).
 LG1229
 LG1229.The modeled gravity was interpolated from observed gravity values.
 LG1229
 LG1229;                    North         East     Units Scale Factor Converg.
 LG1229;SPC NE       -   108,277.706   777,918.694   MT  0.99974246   +2 10 56.2
 LG1229;UTM  14      - 4,514,743.115   693,549.276   MT  1.00006111   +1 29 51.3
 LG1229
 LG1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1229!SPC NE       -   0.99994728  x   0.99974246  =   0.99968976
 LG1229!UTM  14      -   0.99994728  x   1.00006111  =   1.00000839
 LG1229
 LG1229                          SUPERSEDED SURVEY CONTROL
 LG1229
 LG1229  ELLIP H (07/10/01)  336.11   (m)                       GP(       ) 4 1
 LG1229  ELLIP H (07/24/97)  336.09   (m)                       GP(       ) 1 1
 LG1229  ELLIP H (12/21/93)  336.19   (m)                       GP(       ) 4 1
 LG1229  ELLIP H (07/31/92)  336.19   (m)                       GP(       ) 1 1
 LG1229  NAD 83(1986)-  40 45 39.20082(N)    096 42 25.13676(W) AD(       ) 1
 LG1229  NAVD 88 (11/28/94)  362.07   (m)         1187.9    (f) LEVELING    3  
 LG1229  NGVD 29 (02/23/90)  362.9    (m)         1191.     (f) GPS OBS        
 LG1229
 LG1229.Superseded values are not recommended for survey control.
 LG1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1229.See file dsdata.txt to determine how the superseded data were derived.
 LG1229
 LG1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9354914743(NAD 83)
 LG1229_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1229_SP_SET: CONCRETE POST
 LG1229_STAMPING: LINCOLN NCMN 1985
 LG1229_MARK LOGO: NGS   
 LG1229_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1229+STABILITY: SURFACE MOTION
 LG1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1229+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 LG1229
 LG1229  HISTORY     - Date     Condition        Report By
 LG1229  HISTORY     - 1985     MONUMENTED       NGS
 LG1229  HISTORY     - 1985     GOOD             NGS
 LG1229  HISTORY     - 19890317 GOOD             NGS
 LG1229  HISTORY     - 19900419 GOOD             NGS
 LG1229  HISTORY     - 19911022 GOOD             NGS
 LG1229  HISTORY     - 19931004 GOOD             NGS
 LG1229  HISTORY     - 19950408 GOOD             NGS
 LG1229  HISTORY     - 19950419 GOOD             NGS
 LG1229  HISTORY     - 19970121 GOOD             NGS
 LG1229  HISTORY     - 19970521 GOOD             NGS
 LG1229  HISTORY     - 20000601 GOOD             NGS
 LG1229  HISTORY     - 2002     GOOD             NEDR
 LG1229  HISTORY     - 20030205 GOOD             NEDR
 LG1229
 LG1229                          STATION DESCRIPTION
 LG1229
 LG1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (GCS)
 LG1229'RECOVERED AS DESCRIBED.
 LG1229'THE STATION IS LOCATED ABOUT 1.21 KM. (0.75 MI)
 LG1229'SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 LG1229'HIGHWAY 2, IN THE SOUTH PART OF LINCOLN, 0.4 KM
 LG1229'NEBRASKA DEPARTMENT OF ROADS FACILITY AT 5001 SOUTH
 LG1229'14TH STREET, LINCOLN, NEBRASKA.
 LG1229'OWNERSHIP -- NEBRASKA DEPARTMENT OF ROADS, SOUTH
 LG1229'JUNCTION U.S. 77 AND N-2, POST OFFICE BOX 94759, LINCOLN,
 LG1229'NE. 68509-4759 CONTACT PRELIMINARY SURVEYS SUPERVISOR,
 LG1229'HUBERT E. DOLL, TELEPHONE 402-479-4341 OR 479-4682.
 LG1229'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S. HIGHWAY
 LG1229'77 AND STATE HIGHWAY 2, IN THE SOUTH PART OF LINCOLN, GO
 LG1229'SOUTH ON HIGHWAY 77 AND SOUTH 14TH STREET FOR 1.05 KM
 LG1229'(0.65 MI0 TO CUSHMAN DRIVE.  TURN RIGHT AND GO WEST ,
 LG1229'ENTERING THE NEBRASKA DEPARTMENT OF ROADS CENTRAL
 LG1229'SUPPLY YARD FACILITY, FOR 0.16 KM (0.1 MI) TO A
 LG1229'T-INTERSECTION AT THE SIGN SHOP BUILDING.  TURN LEFT
 LG1229'AND GO SOUTH FOR ABOUT 0.05 KM (150 FT) TO A GRAVELED ROAD
 LG1229'ON THE RIGHT, TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR
 LG1229'0.24 KM. (0.15 MI) TO THE GEODETIC FIELD OFFICE BUILDING
 LG1229'ON THE LEFT AND THE STATION ON THE LEFT, JUST WEST OF THE
 LG1229'BUILDING.
 LG1229'THE STATION IS A STANDARD NGS DISK STAMPED---LINCOLN NCMN
 LG1229'NCMN 1985 --- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LG1229'30.0 CM (12.0 INCHES) IN DIAMETER, FLUSH WITH GROUND.
 LG1229'LOCATED 40.20 METERS (131.9 FT) NORTHEAST FROM A FENCE
 LG1229'CORNER POST.  LOCATED 37.00 METERS (121.4 FT) NORTHWEST
 LG1229'FROM THE SOUTHWEST CORNEWR OF THE GEODETIC FIELD OFFICE BUILDING.
 LG1229'LOCATED 28.2 METERS (92.5 FT) SOUTH FROM THE CENTERLINE OF
 LG1229'THE GRAVELED ROAD.  LOCATED 21.92 METERS (71.9 FT)
 LG1229'WEST-SOUTHWEST FROM THE NORTHWEST CORNER OF THE GEODETIC
 LG1229'FIELD OFFICE BUILDING.
 LG1229'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---
 LG1229'LINCOLN NCMN 1985 ---, SET INTO AN IRREGULAR MASS OF CONCRETE
 LG1229'1.1 METERS 3.74 FEET BELOW THE SURFACE.
 LG1229
 LG1229                          STATION RECOVERY (1985)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LG1229'RECOVERED IN GOOD CONDITION.
 LG1229
 LG1229                          STATION RECOVERY (1989)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG1229'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF LINCOLN, AT THE
 LG1229'STATE DEPARTMENT OF ROADS COMPLEX, IN A GRASSY AREA BEHIND THE SURVEY
 LG1229'SECTION BUILDING, 1 KM (0.60 MI) SOUTH OF THE STATE PENITENTIARY, 0.4
 LG1229'KM (0.25 MI) WEST OF US HIGHWAY 77.  OWNERSHIP--NE DEPT OF ROADS, PO
 LG1229'BOX 94759, LINCOLN NEBRASKA 68509-4759. CONTACT HULBERT E. DOLL,
 LG1229'PRELIMINARY SURVEYS SUPERVISOR, TELEPHONE 402-479-4341 OR 4682.  GATE
 LG1229'IS LOCKED AFTER BUSINESS HOURS.
 LG1229'TO REACH THE STATION FROM THE COURTHOUSE IN LINCOLN, GO SOUTH ON US
 LG1229'HIGHWAY 77 AND STATE HIGHWAY 2 (NINTH STREET) FOR 4.2 KM (2.60 MI) TO
 LG1229'WHERE US HIGHWAY 77 GOES SOUTH AND THE STATE PENITENTIARY ON THE
 LG1229'RIGHT.  TURN RIGHT AND GO SOUTH ON US HIGHWAY 77 FOR 1.20 KM
 LG1229'(0.75 MI) TO A CROSSROAD AT THE TOP OF THE HILL (CUSHMAN DRIVE).  TURN
 LG1229'RIGHT AND GO WEST INTO THE STATE COMPLEX FOR 0.16 KM (0.10 MI) TO A
 LG1229'GATE.  PASS THROUGH GATE AND CONTINUE AHEAD FOR 0.05 KM (0.05 MI) TO A
 LG1229'T-STREET.  TURN LEFT AND GO SOUTH FOR 0.05 KM (0.05 MI) TO A GRAVEL
 LG1229'ROAD RIGHT. TURN RIGHT AND GO WEST FOR 0.16 KM (0.10 MI) TO A DIM ROAD
 LG1229'LEFT ON THE WEST SIDE OF A LONG GREEN METAL BUILDING (SURVEY BRANCH).
 LG1229'BEAR LEFT FOR ABOUT 100 FEET TO THE STATION.
 LG1229'THE STATION IS ABOUT 0.60 M (2.0 FT) LOWER THAN THE ROAD AND FLUSH
 LG1229'WITH THE GROUND.  IT IS 28.8 M (94.5 FT) SOUTH OF THE APPROXIMATE
 LG1229'CENTER OF THE GRAVEL ROAD, 28.6 M (93.8 FT) SOUTHWEST OF A UTILITY
 LG1229'POLE, 21.7 M (71.2 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 LG1229'BUILDING, 15.5 M (50.9 FT) WEST OF A UTILITY POLE AND 0.2 M (0.7 FT)
 LG1229'WEST OF A METAL WITNESS POST (WITHOUT SIGN).
 LG1229'DESCRIBED BY R.D.BALL.
 LG1229
 LG1229                          STATION RECOVERY (1990)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LG1229'THE STATION IS LOCATED ABOUT 1.21 KM (0.75 MI) SOUTHWEST OF THE
 LG1229'JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 2, IN THE SOUTH PART OF
 LG1229'LINCOLN, 0.4 KM (0.2 MI) WEST OF HIGHWAY 77 AND IN THE CENTRAL SUPPLY
 LG1229'YARD OF THE NEBRASKA DEPARTMENT OF ROADS FACILITY AT 5001 SOUTH 14TH
 LG1229'STREET, LINCOLN NE.  OWNERSHIP--NEBRASKA DEPARTMENT OF ROADS, P.O.
 LG1229'BOX 94759, LINCOLN NE 68509-4759.  CONTACT PRELIMINARY SURVEYS
 LG1229'SUPERVISOR, HUBERT E DOLL, PHONE 402-479-4341 OR 402-479-4682.
 LG1229'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S. HIGHWAY 77 AND
 LG1229'STATE HIGHWAY 2, IN THE SOUTH PART OF LINCOLN, GO SOUTH ON HIGHWAY 77
 LG1229'AND SOUTH 14TH STREET FOR 1.05 KM (0.65 MI) TO CUSHMAN DRIVE.  TURN
 LG1229'RIGHT AND GO WEST, PASSING THROUGH TWO GATES, FOR 0.16 KM (0.10 MI)
 LG1229'ENTERING THE CENTRAL SUPPLY YARD FACILITY, TO A T-INTERSECTION AT THE
 LG1229'SIGN SHOP BUILDING.  TURN LEFT AND GO SOUTH FOR ABOUT 46 M
 LG1229'(150.9 FT) TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST
 LG1229'ON THE GRAVELED ROAD FOR 0.24 KM (0.15 MI) TO THE GEODETIC FIELD
 LG1229'OFFICE BUILDING ON THE LEFT AND THE STATION ON THE LEFT, JUST WEST OF
 LG1229'THE BUILDING.
 LG1229'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND
 LG1229'CONCRETE MONUMENT FLUSH WITH THE GROUND.  LOCATED 40.2 M (131.9 FT)
 LG1229'NORTHEAST FROM A FENCE CORNER POST, 37.0 M (121.4 FT) NORTHWEST FROM
 LG1229'THE SOUTHWEST CORNER OF THE GEODETIC FIELD OFFICE, 28.2 M (92.5 FT)
 LG1229'SOUTH FROM THE CENTER OF THE ROAD AND 21.9 M (71.9 FT) WEST-SOUTHWEST
 LG1229'FROM THE NORTHWEST CORNER OF THE GEODETIC FIELD OFFICE.
 LG1229'DESCRIBED BY J.A. ODUM, TYPED BY HJS.
 LG1229
 LG1229                          STATION RECOVERY (1991)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1229'1.2 KM (0.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH STREET)
 LG1229'FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, THENCE 0.3 KM (0.20
 LG1229'MI) WESTERLY ALONG THE NEBRASKA DEPARTMENT OF ROADS MAINTENANCE
 LG1229'FACILITY ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A
 LG1229'PAVED ROAD, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A PAVED ROAD, 27.7
 LG1229'M (90.9 FT) SOUTH OF THE ROAD CENTER, 22.1 M (72.5 FT) WEST OF THE
 LG1229'NORTHWEST CORNER OF THE SURVEY DEPARTMENT, 15.3 M (50.2 FT) NORTHWEST
 LG1229'OF REFERENCE MARK 1, 15.2 M (49.9 FT) NORTHEAST OF REFERENCE MARK 2,
 LG1229'1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) WEST OF A
 LG1229'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 LG1229
 LG1229                          STATION RECOVERY (1993)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (CLS)
 LG1229'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) SOUTHWEST OF THE
 LG1229'JUNCTION OF US HIGHWAY 77 AND STATE HIGHWAY 2, IN THE SOUTHWEST
 LG1229'SECTION OF LINCOLN, 0.4 KM (0.25 MI) WEST OF US HIGHWAY 77 IN THE
 LG1229'CENTRAL SUPPLY YARD OF THE NEBRASKA DEPARTMENT OF ROADS FACILITY AT
 LG1229'5001 SOUTH 14TH STREET, LINCOLN, NE.  OWNERSHIP--NEBRASKA DEPARTMENT
 LG1229'OF ROADS, P.O. BOX 94759, LINCOLN, NE  68509-4759.  CONTACT HUBERT E.
 LG1229'DOLL, PHONE 402-479-4341 OR -4682.
 LG1229' 
 LG1229'TO REACH FROM THE SOUTH JUNCTION OF US HIGHWAY 77 AND STATE HIGHWAY 2,
 LG1229'IN THE SOUTH PART OF LINCOLN, GO SOUTH ON HIGHWAY 77 AND SOUTH 14TH
 LG1229'STREET FOR 1.05 KM (0.65 MI) TO CUSHMAN DRIVE.  TURN RIGHT, WEST,
 LG1229'PASSING THROUGH TWO GATES, FOR 0.15 KM (0.09 MI) ENTERING THE CENTRAL
 LG1229'SUPPLY YARD FACILITY, TO A T-INTERSECTION AT THE SIGN SHOP BUILDING.
 LG1229'TURN LEFT, SOUTH, FOR ABOUT 46 M (150.92 FT) TO A GRAVEL ROAD RIGHT.
 LG1229'TURN RIGHT, WEST, ON GRAVEL ROAD FOR 0.25 KM (0.16 MI) TO THE GEODETIC
 LG1229'FIELD OFFICE BUILDING ON THE LEFT AND THE STATION ON THE LEFT, JUST
 LG1229'WEST OF THE BUILDING.
 LG1229' 
 LG1229'STATION MARK IS A STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND
 LG1229'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 28.2 M (92.52 FT) SOUTH
 LG1229'OF, AND ABOUT 0.5 M (1.64 FT) LOWER THAN, THE GRAVEL ROAD CENTER, 40.2
 LG1229'M (131.89 FT) NORTHEAST OF A FENCE CORNER POST, 37.0 M (121.39 FT)
 LG1229'NORTHWEST OF THE SOUTHWEST CORNER OF THE GEODETIC FIELD OFFICE, AND
 LG1229'21.9 M (71.85 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 LG1229'GEODETIC FIELD OFFICE.
 LG1229
 LG1229                          STATION RECOVERY (1995)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RPB)
 LG1229'RECOVERED AS DESCRIBED.
 LG1229
 LG1229                          STATION RECOVERY (1995)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG1229'THE STATION IS LOCATED IN THE SOUTHWEST PART OF LINCOLN, ABOUT 0.75 MI
 LG1229'(1.21 KM) SOUTH OF THE STATE PRISON, AT THE NEBRASKA DEPARTMENT OF
 LG1229'ROADS CENTRAL RECEIVING AND SUPPLY FACILITY AT 5001 SOUTH 14TH STREET.
 LG1229'TO REACH THE MARK FROM THE ENTRANCE TO THE DEPARTMENT OF ROADS
 LG1229'FACILITY AT 5001 SOUTH 14TH STREET, IN LINCOLN, GO WEST ON A PAVED
 LG1229'ROAD FOR 0.1 MI, (0.2 KM) PASSING THROUGH A SECURITY GATE, TO A T-ROAD
 LG1229'AT THE FACILITIES SIGN SHOP.  TURN LEFT FOR ABOUT 0.05 MI (0.08 KM) TO
 LG1229'A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND CONTINUE WEST FOR 0.15
 LG1229'MI (0.24 KM) TO THE GEODETIC SURVEY FIELD OFFICE BUILDING AND THE MARK
 LG1229'ON THE LEFT.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 LG1229'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 131.9 FT (40.2 M)
 LG1229'NORTHEAST FROM A FENCE CORNER POST, 121.4 FT (37.0 M) NORTHWEST OF THE
 LG1229'SOUTHWEST CORNER OF THE GEODETIC SURVEY BUILDING, 92.5 FT (28.2 M)
 LG1229'SOUTH FROM THE CENTERLINE OF THE GRAVELED ROAD, 71.9 FT (21.9 M)
 LG1229'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING AND WITHIN
 LG1229'THREE METAL U-POSTS.  TO GAIN ACCESS TO THE STATION AFTER HOURS,
 LG1229'CONTACT THE DEPARTMENT OF ROADS AT 402-479-4682 OR 402-479-4341.  THE
 LG1229'SECURITY GATE IS CLOSED BETWEEN THE HOURS OF 1730 IN THE EVENING AND
 LG1229'0600 IN THE MORNING.
 LG1229
 LG1229                          STATION RECOVERY (1997)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 LG1229'RECOVERED AS DESCRIBED.
 LG1229
 LG1229                          STATION RECOVERY (1997)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LG1229'RECOVERED AS DESCRIBED.
 LG1229
 LG1229                          STATION RECOVERY (2000)
 LG1229
 LG1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 LG1229'RECOVERED AS DESCRIBED.
 LG1229
 LG1229                          STATION RECOVERY (2002)
 LG1229
 LG1229'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1229'RECOVERED AS DESCRIBED.
 LG1229
 LG1229                          STATION RECOVERY (2003)
 LG1229
 LG1229'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (DSC)
 LG1229'RECOVERED AS DESCRIBED.
 LG1229'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1317 ***********************************************************************
 LG1317  DESIGNATION -  LINCOLN NCMN RM 1
 LG1317  PID         -  LG1317
 LG1317  STATE/COUNTY-  NE/LANCASTER
 LG1317  USGS QUAD   -  LINCOLN (1980)
 LG1317
 LG1317                         *CURRENT SURVEY CONTROL
 LG1317  ___________________________________________________________________
 LG1317* NAD 83(1986)-  40 45 39.     (N)    096 42 25.     (W)     SCALED    
 LG1317* NAVD 88     -       362.671  (meters)    1189.86   (feet)  ADJUSTED  
 LG1317  ___________________________________________________________________
 LG1317  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LG1317  DYNAMIC HT  -         362.514 (meters)    1189.35  (feet)  COMP
 LG1317  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 LG1317
 LG1317  VERT ORDER  -  FIRST     CLASS II
 LG1317
 LG1317.The horizontal coordinates were scaled from a topographic map and have
 LG1317.an estimated accuracy of +/- 6 seconds.
 LG1317
 LG1317.The orthometric height was determined by differential leveling
 LG1317.and adjusted by the National Geodetic Survey in May 1993..
 LG1317
 LG1317.The geoid height was determined by GEOID03.
 LG1317
 LG1317.The dynamic height is computed by dividing the NAVD 88
 LG1317.geopotential number by the normal gravity value computed on the
 LG1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1317.degrees latitude (g = 980.6199 gals.).
 LG1317
 LG1317.The modeled gravity was interpolated from observed gravity values.
 LG1317
 LG1317;                    North         East    Units  Estimated Accuracy
 LG1317;SPC NE       -   108,270.      777,920.      MT  (+/- 180 meters Scaled)
 LG1317
 LG1317                          SUPERSEDED SURVEY CONTROL
 LG1317
 LG1317.No superseded survey control is available for this station.
 LG1317
 LG1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL935147(NAD 83)
 LG1317_MARKER: DR = REFERENCE MARK DISK
 LG1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1317_SP_SET: CONCRETE POST
 LG1317_STAMPING: LINCOLN NCMN NO 1 1985
 LG1317_MARK LOGO: NGS   
 LG1317_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1317+STABILITY: SURFACE MOTION
 LG1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1317+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG1317
 LG1317  HISTORY     - Date     Condition        Report By
 LG1317  HISTORY     - 1985     MONUMENTED       NGS
 LG1317  HISTORY     - 19911022 GOOD             NGS
 LG1317
 LG1317                          STATION DESCRIPTION
 LG1317
 LG1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1317'1.2 KM (0.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH STREET)
 LG1317'FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, THENCE 0.3 KM (0.20
 LG1317'MI) WESTERLY ALONG THE NEBRASKA DEPARTMENT OF ROADS MAINTENANCE
 LG1317'FACILITY ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A
 LG1317'PAVED ROAD, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A PAVED ROAD, 37.7
 LG1317'M (123.7 FT) SOUTH OF THE ROAD CENTER, 26.5 M (86.9 FT) EAST OF
 LG1317'REFERENCE MARK 2, 16.4 M (53.8 FT) SOUTHWEST OF THE NORTHWEST CORNER
 LG1317'OF THE SURVEY DEPARTMENT, 15.3 M (50.2 FT) SOUTHEAST OF TRIANGULATION
 LG1317'STATION LINCOLN NCMN, 10.2 M (33.5 FT) WEST OF THE WEST FACE OF THE
 LG1317'BUILDING, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.6 M (2.0 FT)
 LG1317'NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LG1317'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1316 ***********************************************************************
 LG1316  DESIGNATION -  LINCOLN NCMN RM 2
 LG1316  PID         -  LG1316
 LG1316  STATE/COUNTY-  NE/LANCASTER
 LG1316  USGS QUAD   -  LINCOLN (1980)
 LG1316
 LG1316                         *CURRENT SURVEY CONTROL
 LG1316  ___________________________________________________________________
 LG1316* NAD 83(1986)-  40 45 39.     (N)    096 42 27.     (W)     SCALED    
 LG1316* NAVD 88     -       361.601  (meters)    1186.35   (feet)  ADJUSTED  
 LG1316  ___________________________________________________________________
 LG1316  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LG1316  DYNAMIC HT  -         361.444 (meters)    1185.84  (feet)  COMP
 LG1316  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 LG1316
 LG1316  VERT ORDER  -  FIRST     CLASS II
 LG1316
 LG1316.The horizontal coordinates were scaled from a topographic map and have
 LG1316.an estimated accuracy of +/- 6 seconds.
 LG1316
 LG1316.The orthometric height was determined by differential leveling
 LG1316.and adjusted by the National Geodetic Survey in May 1993..
 LG1316
 LG1316.The geoid height was determined by GEOID03.
 LG1316
 LG1316.The dynamic height is computed by dividing the NAVD 88
 LG1316.geopotential number by the normal gravity value computed on the
 LG1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1316.degrees latitude (g = 980.6199 gals.).
 LG1316
 LG1316.The modeled gravity was interpolated from observed gravity values.
 LG1316
 LG1316;                    North         East    Units  Estimated Accuracy
 LG1316;SPC NE       -   108,270.      777,880.      MT  (+/- 180 meters Scaled)
 LG1316
 LG1316                          SUPERSEDED SURVEY CONTROL
 LG1316
 LG1316.No superseded survey control is available for this station.
 LG1316
 LG1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL935147(NAD 83)
 LG1316_MARKER: DR = REFERENCE MARK DISK
 LG1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1316_SP_SET: CONCRETE POST
 LG1316_STAMPING: LINCOLN NCMN NO 2 1985
 LG1316_MARK LOGO: NGS   
 LG1316_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1316+STABILITY: SURFACE MOTION
 LG1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1316+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG1316
 LG1316  HISTORY     - Date     Condition        Report By
 LG1316  HISTORY     - 1985     MONUMENTED       NGS
 LG1316  HISTORY     - 19911022 GOOD             NGS
 LG1316
 LG1316                          STATION DESCRIPTION
 LG1316
 LG1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1316'1.2 KM (0.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH STREET)
 LG1316'FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, THENCE 0.3 KM (0.20
 LG1316'MI) WESTERLY ALONG THE NEBRASKA DEPARTMENT OF ROADS MAINTENANCE
 LG1316'FACILITY ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A
 LG1316'PAVED ROAD, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A PAVED ROAD, 37.3
 LG1316'M (122.4 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE SURVEY
 LG1316'DEPARTMENT, 33.5 M (109.9 FT) SOUTH OF THE ROAD CENTER, 26.5 M (86.9
 LG1316'FT) WEST OF REFERENCE MARK 1, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 LG1316'ROAD, 0.6 M (2.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 LG1316'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1180 ***********************************************************************
 LG1180  DESIGNATION -  LINCOLN PIONEERS PARK TANK
 LG1180  PID         -  LG1180
 LG1180  STATE/COUNTY-  NE/LANCASTER
 LG1180  USGS QUAD   -  EMERALD (1978)
 LG1180
 LG1180                         *CURRENT SURVEY CONTROL
 LG1180  ___________________________________________________________________
 LG1180* NAD 83(1995)-  40 46 39.25993(N)    096 45 56.61168(W)     ADJUSTED  
 LG1180* NAVD 88     -                                                        
 LG1180  ___________________________________________________________________
 LG1180  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 LG1180  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 LG1180
 LG1180  HORZ ORDER  -  THIRD
 LG1180
 LG1180.The horizontal coordinates were established by classical geodetic methods
 LG1180.and adjusted by the National Geodetic Survey in August 1997..
 LG1180
 LG1180
 LG1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1180
 LG1180.The geoid height was determined by GEOID03.
 LG1180
 LG1180;                    North         East     Units Scale Factor Converg.
 LG1180;SPC NE       -   109,941.774   772,894.026   MT  0.99973875   +2 08 36.0
 LG1180;UTM  14      - 4,516,467.595   688,543.291   MT  1.00003756   +1 27 34.9
 LG1180
 LG1180                          SUPERSEDED SURVEY CONTROL
 LG1180
 LG1180  NAD 83(1986)-  40 46 39.26857(N)    096 45 56.61352(W) AD(       ) 4
 LG1180  NAD 27      -  40 46 39.26000(N)    096 45 55.54100(W) AD(       ) 3
 LG1180
 LG1180.Superseded values are not recommended for survey control.
 LG1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1180.See file dsdata.txt to determine how the superseded data were derived.
 LG1180
 LG1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8854316468(NAD 83)
 LG1180_MARKER: 53 = ELEVATED TANK
 LG1180
 LG1180  HISTORY     - Date     Condition        Report By
 LG1180  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1180  HISTORY     - 1958     GOOD             CGS
 LG1180  HISTORY     - 1959     GOOD             CGS
 LG1180  HISTORY     - 20010817 MARK NOT FOUND   USPSQD
 LG1180
 LG1180                          STATION DESCRIPTION
 LG1180
 LG1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1180'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF LINCOLN IN THE
 LG1180'NORTH AND CENTRAL PART OF THE PIONEER PARK.  IT IS A SILVER TANK
 LG1180'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE.  IT IS ABOUT 100 FEET
 LG1180'HIGH.  THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE
 LG1180'ROOF.
 LG1180
 LG1180                          STATION RECOVERY (1958)
 LG1180
 LG1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1180'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION,
 LG1180'WHICH IS ADEQUATE FOR A QUICK RECOVERY.
 LG1180
 LG1180                          STATION RECOVERY (1959)
 LG1180
 LG1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1180'RECOVERED AS DESCRIBED.
 LG1180
 LG1180                          STATION RECOVERY (2001)
 LG1180
 LG1180'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1180'TANK HAS BEEN DEMOLISHED.  TANK NO LONGER EXISTS.  SITE LOCATED.  A
 LG1180'NEW TANK HAS BEEN ERECTED AT THE SITE.  IT IS A ROUND GREEN TANK ABOUT
 LG1180'50 FEET HIGH AND ABOUT 70 FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1128 ***********************************************************************
 LG1128  DESIGNATION -  LINCOLN RADIO STA KOLN MAST
 LG1128  PID         -  LG1128
 LG1128  STATE/COUNTY-  NE/LANCASTER
 LG1128  USGS QUAD   -  LINCOLN (1980)
 LG1128
 LG1128                         *CURRENT SURVEY CONTROL
 LG1128  ___________________________________________________________________
 LG1128* NAD 83(1995)-  40 49 17.41040(N)    096 39 43.89726(W)     ADJUSTED  
 LG1128* NAVD 88     -                                                        
 LG1128  ___________________________________________________________________
 LG1128  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 LG1128  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LG1128
 LG1128  HORZ ORDER  -  THIRD
 LG1128
 LG1128.The horizontal coordinates were established by classical geodetic methods
 LG1128.and adjusted by the National Geodetic Survey in August 1997..
 LG1128
 LG1128
 LG1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1128
 LG1128.The geoid height was determined by GEOID03.
 LG1128
 LG1128;                    North         East     Units Scale Factor Converg.
 LG1128;SPC NE       -   115,147.357   781,437.073   MT  0.99972939   +2 12 43.0
 LG1128;UTM  14      - 4,521,572.558   697,150.611   MT  1.00007843   +1 31 43.4
 LG1128
 LG1128                          SUPERSEDED SURVEY CONTROL
 LG1128
 LG1128  NAD 83(1986)-  40 49 17.41033(N)    096 39 43.88593(W) AD(       ) 4
 LG1128  NAD 27      -  40 49 17.42163(N)    096 39 42.85861(W) AD(       ) 3
 LG1128
 LG1128.Superseded values are not recommended for survey control.
 LG1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1128.See file dsdata.txt to determine how the superseded data were derived.
 LG1128
 LG1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9715121573(NAD 83)
 LG1128_MARKER: 42 = RADIO/TV MAST
 LG1128_MARK LOGO: CGS   
 LG1128
 LG1128  HISTORY     - Date     Condition        Report By
 LG1128  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG1128  HISTORY     - 19860512 GOOD             NGS
 LG1128
 LG1128                          STATION DESCRIPTION
 LG1128
 LG1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LG1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1114 ***********************************************************************
 LG1114  DESIGNATION -  LINCOLN SAFETY PATROL RAD MAST
 LG1114  PID         -  LG1114
 LG1114  STATE/COUNTY-  NE/LANCASTER
 LG1114  USGS QUAD   -  LINCOLN (1980)
 LG1114
 LG1114                         *CURRENT SURVEY CONTROL
 LG1114  ___________________________________________________________________
 LG1114* NAD 83(1995)-  40 45 37.80295(N)    096 42 10.51008(W)     ADJUSTED  
 LG1114* NAVD 88     -                                                        
 LG1114  ___________________________________________________________________
 LG1114  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 LG1114  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LG1114
 LG1114  HORZ ORDER  -  THIRD
 LG1114
 LG1114.The horizontal coordinates were established by classical geodetic methods
 LG1114.and adjusted by the National Geodetic Survey in August 1997..
 LG1114
 LG1114
 LG1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1114
 LG1114.The geoid height was determined by GEOID03.
 LG1114
 LG1114;                    North         East     Units Scale Factor Converg.
 LG1114;SPC NE       -   108,248.038   778,263.037   MT  0.99974255   +2 11 05.9
 LG1114;UTM  14      - 4,514,709.323   693,893.350   MT  1.00006275   +1 30 00.8
 LG1114
 LG1114                          SUPERSEDED SURVEY CONTROL
 LG1114
 LG1114  NAD 83(1986)-  40 45 37.81139(N)    096 42 10.51064(W) AD(       ) 4
 LG1114  NAD 27      -  40 45 37.80800(N)    096 42 09.45200(W) AD(       ) 3
 LG1114
 LG1114.Superseded values are not recommended for survey control.
 LG1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1114.See file dsdata.txt to determine how the superseded data were derived.
 LG1114
 LG1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9389314709(NAD 83)
 LG1114_MARKER: 42 = RADIO/TV MAST
 LG1114
 LG1114  HISTORY     - Date     Condition        Report By
 LG1114  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1114
 LG1114                          STATION DESCRIPTION
 LG1114
 LG1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1114'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF LINCOLN, 0.6 MILES
 LG1114'SOUTH OF THE STATE PENITENTIARY, 0.05 MILE WEST OF U.S. HIGHWAY
 LG1114'77 AND 0.1 MILE NORTHWEST OF THE PLEASANT VIEW SCHOOL HOUSE.  IT
 LG1114'IS 3 LEGGED STEEL STRUCTURE ABOUT 400 FEET HIGH.  IT IS PAINTED
 LG1114'ALTERNATE RED AND WHITE.  THE POINT OBSERVED UPON WAS THE RED
 LG1114'LIGHT AT THE EXTREME TOP OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1120 ***********************************************************************
 LG1120  DESIGNATION -  LINCOLN ST CAPITOL BLDG DOME
 LG1120  PID         -  LG1120
 LG1120  STATE/COUNTY-  NE/LANCASTER
 LG1120  USGS QUAD   -  LINCOLN (1980)
 LG1120
 LG1120                         *CURRENT SURVEY CONTROL
 LG1120  ___________________________________________________________________
 LG1120* NAD 83(1995)-  40 48 28.99848(N)    096 41 58.95424(W)     ADJUSTED  
 LG1120* NAVD 88     -                                                        
 LG1120  ___________________________________________________________________
 LG1120  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 LG1120  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 LG1120
 LG1120  HORZ ORDER  -  THIRD
 LG1120
 LG1120.The horizontal coordinates were established by classical geodetic methods
 LG1120.and adjusted by the National Geodetic Survey in August 1997..
 LG1120
 LG1120
 LG1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1120
 LG1120.The geoid height was determined by GEOID03.
 LG1120
 LG1120;                    North         East     Units Scale Factor Converg.
 LG1120;SPC NE       -   113,534.035   778,332.335   MT  0.99973220   +2 11 13.5
 LG1120;UTM  14      - 4,519,995.838   694,025.792   MT  1.00006338   +1 30 13.6
 LG1120
 LG1120                          SUPERSEDED SURVEY CONTROL
 LG1120
 LG1120  NAD 83(1986)-  40 48 29.00781(N)    096 41 58.95373(W) AD(       ) 4
 LG1120  NAD 27      -  40 48 29.00154(N)    096 41 57.88303(W) AD(       ) 3
 LG1120
 LG1120.Superseded values are not recommended for survey control.
 LG1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1120.See file dsdata.txt to determine how the superseded data were derived.
 LG1120
 LG1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9402619996(NAD 83)
 LG1120_MARKER: 87 = DOME
 LG1120_MARK LOGO: CGS   
 LG1120
 LG1120  HISTORY     - Date     Condition        Report By
 LG1120  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1120  HISTORY     - 1947     GOOD             CGS
 LG1120  HISTORY     - 1949     GOOD             CGS
 LG1120  HISTORY     - 1958     GOOD             CGS
 LG1120  HISTORY     - 1959     GOOD             CGS
 LG1120  HISTORY     - 1966     GOOD             CGS
 LG1120  HISTORY     - 1970     GOOD             NGS
 LG1120  HISTORY     - 1976     GOOD             NGS
 LG1120  HISTORY     - 1979     GOOD             NGS
 LG1120  HISTORY     - 1982     GOOD             NGS
 LG1120  HISTORY     - 19860512 GOOD             NGS
 LG1120  HISTORY     - 20010805 GOOD             USPSQD
 LG1120  HISTORY     - 20030809 GOOD             USPSQD
 LG1120
 LG1120                          STATION DESCRIPTION
 LG1120
 LG1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1120'THE STATION IS LOCATED IN THE CENTER OF LINCOLN.  IT IS A COPPER
 LG1120'COLORED DOME ON THE TOP OF THE CAPITOL BUILDING, THE HIGHEST
 LG1120'BUILDING IN LINCOLN.  THE POINT OBSERVED UPON WAS THE BASE OF THE
 LG1120'STATUE ON THE TOP OF THE DOME.
 LG1120
 LG1120                          STATION RECOVERY (1947)
 LG1120
 LG1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1120'RECOVERED IN GOOD CONDITION.
 LG1120
 LG1120                          STATION RECOVERY (1949)
 LG1120
 LG1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WTJ)
 LG1120'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LG1120
 LG1120                          STATION RECOVERY (1958)
 LG1120
 LG1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1120'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION,
 LG1120'WHICH IS ADEQUATE FOR A QUICK RECOVERY.
 LG1120
 LG1120                          STATION RECOVERY (1959)
 LG1120
 LG1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1120'RECOVERED AS DESCRIBED.
 LG1120
 LG1120                          STATION RECOVERY (1966)
 LG1120
 LG1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 LG1120'THE STATION WAS RECOVERED AS DESCRIBED.
 LG1120
 LG1120                          STATION RECOVERY (1970)
 LG1120
 LG1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 LG1120'THE STATION WAS RECOVERED AS DESCRIBED.
 LG1120'
 LG1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- DOWNTOWN
 LG1120'LINCOLN, NEB
 LG1120
 LG1120                          STATION RECOVERY (1976)
 LG1120
 LG1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 LG1120'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 LG1120'DESCRIBED.
 LG1120'
 LG1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LINCOLN.
 LG1120
 LG1120                          STATION RECOVERY (1979)
 LG1120
 LG1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTM)
 LG1120'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LG1120'
 LG1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LINCOLN.
 LG1120
 LG1120                          STATION RECOVERY (1982)
 LG1120
 LG1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 LG1120'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LG1120'
 LG1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LINCOLN.
 LG1120
 LG1120                          STATION RECOVERY (1986)
 LG1120
 LG1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG1120'RECOVERED IN GOOD CONDITION.
 LG1120
 LG1120                          STATION RECOVERY (2001)
 LG1120
 LG1120'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1120'RECOVERED IN GOOD CONDITION.
 LG1120
 LG1120                          STATION RECOVERY (2003)
 LG1120
 LG1120'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1116 ***********************************************************************
 LG1116  DESIGNATION -  LINCOLN ST HWY DEPT RADIO MAST
 LG1116  PID         -  LG1116
 LG1116  STATE/COUNTY-  NE/LANCASTER
 LG1116  USGS QUAD   -  LINCOLN (1980)
 LG1116
 LG1116                         *CURRENT SURVEY CONTROL
 LG1116  ___________________________________________________________________
 LG1116* NAD 83(1995)-  40 45 37.19614(N)    096 42 10.32758(W)     ADJUSTED  
 LG1116* NAVD 88     -                                                        
 LG1116  ___________________________________________________________________
 LG1116  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 LG1116  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LG1116
 LG1116  HORZ ORDER  -  THIRD
 LG1116
 LG1116.The horizontal coordinates were established by classical geodetic methods
 LG1116.and adjusted by the National Geodetic Survey in August 1997..
 LG1116
 LG1116
 LG1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1116
 LG1116.The geoid height was determined by GEOID03.
 LG1116
 LG1116;                    North         East     Units Scale Factor Converg.
 LG1116;SPC NE       -   108,229.501   778,268.027   MT  0.99974259   +2 11 06.0
 LG1116;UTM  14      - 4,514,690.722   693,898.119   MT  1.00006278   +1 30 00.9
 LG1116
 LG1116                          SUPERSEDED SURVEY CONTROL
 LG1116
 LG1116  NAD 83(1986)-  40 45 37.20505(N)    096 42 10.32819(W) AD(       ) 4
 LG1116  NAD 27      -  40 45 37.19747(N)    096 42 09.26067(W) AD(       ) 3
 LG1116
 LG1116.Superseded values are not recommended for survey control.
 LG1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1116.See file dsdata.txt to determine how the superseded data were derived.
 LG1116
 LG1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9389814691(NAD 83)
 LG1116_MARKER: 42 = RADIO/TV MAST
 LG1116
 LG1116  HISTORY     - Date     Condition        Report By
 LG1116  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG1116  HISTORY     - 20010818 GOOD             USPSQD
 LG1116
 LG1116                          STATION DESCRIPTION
 LG1116
 LG1116'DESCRIBED BY US POWER SQUADRON 2001 (AMM)
 LG1116'STATION IS LOCATED 0.9 MILE SOUTH OF INTERSECTION OF S. 14TH STREET
 LG1116'AND STATE HWY 2 IN SW LINCOLN. ABOUT 400 FEET WEST OF CENTERLINE OF S.
 LG1116'14TH STREET ON THE GROUNDS OF THE LINCOLN STATION OF THE STATE OF
 LG1116'NEBR. DEPARTMENT OF ROADS. IT IS A RED AND WHITE THREE-LEGGED STEEL
 LG1116'STRUCTURE ABOUT 350 FEET HIGH, WITH A RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1112 ***********************************************************************
 LG1112  DESIGNATION -  LINCOLN STATE HOSPITAL TANK
 LG1112  PID         -  LG1112
 LG1112  STATE/COUNTY-  NE/LANCASTER
 LG1112  USGS QUAD   -  LINCOLN (1980)
 LG1112
 LG1112                         *CURRENT SURVEY CONTROL
 LG1112  ___________________________________________________________________
 LG1112* NAD 83(1995)-  40 46 26.96761(N)    096 43 51.88369(W)     ADJUSTED  
 LG1112* NAVD 88     -                                                        
 LG1112  ___________________________________________________________________
 LG1112  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 LG1112  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 LG1112
 LG1112  HORZ ORDER  -  THIRD
 LG1112
 LG1112.The horizontal coordinates were established by classical geodetic methods
 LG1112.and adjusted by the National Geodetic Survey in August 1997..
 LG1112
 LG1112
 LG1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1112
 LG1112.The geoid height was determined by GEOID03.
 LG1112
 LG1112;                    North         East     Units Scale Factor Converg.
 LG1112;SPC NE       -   109,672.904   775,830.304   MT  0.99973951   +2 09 58.7
 LG1112;UTM  14      - 4,516,163.606   691,477.047   MT  1.00005129   +1 28 56.0
 LG1112
 LG1112                          SUPERSEDED SURVEY CONTROL
 LG1112
 LG1112  NAD 83(1986)-  40 46 26.97458(N)    096 43 51.88518(W) AD(       ) 4
 LG1112  NAD 27      -  40 46 26.96800(N)    096 43 50.82100(W) AD(       ) 3
 LG1112
 LG1112.Superseded values are not recommended for survey control.
 LG1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1112.See file dsdata.txt to determine how the superseded data were derived.
 LG1112
 LG1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9147716164(NAD 83)
 LG1112_MARKER: 53 = ELEVATED TANK
 LG1112_MARK LOGO: CGS   
 LG1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1112+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2005
 LG1112
 LG1112  HISTORY     - Date     Condition        Report By
 LG1112  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1112  HISTORY     - 1947     GOOD             CGS
 LG1112  HISTORY     - 1958     GOOD             CGS
 LG1112  HISTORY     - 1959     GOOD             CGS
 LG1112  HISTORY     - 1966     GOOD             CGS
 LG1112  HISTORY     - 1982     GOOD             NGS
 LG1112  HISTORY     - 19860512 GOOD             NGS
 LG1112  HISTORY     - 20020816 GOOD             USPSQD
 LG1112  HISTORY     - 20030821 GOOD             USPSQD
 LG1112  HISTORY     - 20050612 GOOD             GEOCAC
 LG1112
 LG1112                          STATION DESCRIPTION
 LG1112
 LG1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1112'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF LINCOLN.  IT IS
 LG1112'PAINTED SILVER AND SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE
 LG1112'ABOUT 140 FEET HIGH.  IT IS 200 FEET WEST OF A NORTH-SOUTH BLACK
 LG1112'TOPPED ROAD AND 80 FEET NORTH OF AN EAST-WEST GRAVELED ROAD.  THE
 LG1112'POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG1112'
 LG1112'TO REACH THE STATION FROM THE STATE PENITENTIARY, GO WEST ON THE
 LG1112'BLACK TOPPED ROAD FOR 1.75 MILE TO A CROSSROAD, TURN RIGHT AND GO
 LG1112'0.3 MILE TO THE STATION ON THE LEFT.
 LG1112
 LG1112                          STATION RECOVERY (1947)
 LG1112
 LG1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1112'RECOVERED IN GOOD CONDITION.
 LG1112
 LG1112                          STATION RECOVERY (1958)
 LG1112
 LG1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1112'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION,
 LG1112'WHICH IS ADEQUATE FOR RECOVERY.
 LG1112
 LG1112                          STATION RECOVERY (1959)
 LG1112
 LG1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1112'RECOVERED AS DESCRIBED.
 LG1112
 LG1112                          STATION RECOVERY (1966)
 LG1112
 LG1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 LG1112'THE STATION WAS RECOVERED AS DESCRIBED IN NEBRASKA, QUAD BOOK
 LG1112'400964, STATION 1063.
 LG1112
 LG1112                          STATION RECOVERY (1982)
 LG1112
 LG1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 LG1112'RECOVERED AS DESCRIBED.
 LG1112'
 LG1112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LINCOLN.
 LG1112
 LG1112                          STATION RECOVERY (1986)
 LG1112
 LG1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG1112'RECOVERED IN GOOD CONDITION.
 LG1112
 LG1112                          STATION RECOVERY (2002)
 LG1112
 LG1112'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG1112'TANK FOUND GOOD. FROM THE STATE PENITENTIARY IN SOUTHWEST LINCOLN,  GO
 LG1112'WEST ON W. PIONEERS BLVD. TO FOLSOM ST. TURN RIGHT AND GO 0.3 MILE TO
 LG1112'THE STATION ON THE LEFT. TANK IS 200 FEET WEST OF FOLSOM ST., 80 FEET
 LG1112'NORTH OF W. BURNHAM ST. TANK IS NOW PAINTED WHITE.
 LG1112
 LG1112                          STATION RECOVERY (2003)
 LG1112
 LG1112'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1112'RECOVERED IN GOOD CONDITION.
 LG1112
 LG1112                          STATION RECOVERY (2005)
 LG1112
 LG1112'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1112'IN NORTHWEST QUADRANT OF FOLSOM ST AND W BURNHAM ST, IMMEDIATELY NORTH
 LG1112'OF LINCOLN SOUTHWEST FIRE/RESCUE STATION 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1106 ***********************************************************************
 LG1106  DESIGNATION -  LINCOLN US VETERANS HOSP DOME
 LG1106  PID         -  LG1106
 LG1106  STATE/COUNTY-  NE/LANCASTER
 LG1106  USGS QUAD   -  WALTON (1980)
 LG1106
 LG1106                         *CURRENT SURVEY CONTROL
 LG1106  ___________________________________________________________________
 LG1106* NAD 83(1995)-  40 48 28.41786(N)    096 37 17.96162(W)     ADJUSTED  
 LG1106* NAVD 88     -                                                        
 LG1106  ___________________________________________________________________
 LG1106  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 LG1106  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 LG1106
 LG1106  HORZ ORDER  -  THIRD
 LG1106
 LG1106.The horizontal coordinates were established by classical geodetic methods
 LG1106.and adjusted by the National Geodetic Survey in August 1997..
 LG1106
 LG1106
 LG1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1106
 LG1106.The geoid height was determined by GEOID03.
 LG1106
 LG1106;                    North         East     Units Scale Factor Converg.
 LG1106;SPC NE       -   113,770.387   784,912.420   MT  0.99973223   +2 14 19.7
 LG1106;UTM  14      - 4,520,153.716   700,610.514   MT  1.00009537   +1 33 17.4
 LG1106
 LG1106                          SUPERSEDED SURVEY CONTROL
 LG1106
 LG1106  NAD 83(1986)-  40 48 28.42721(N)    096 37 17.96192(W) AD(       ) 4
 LG1106  NAD 27      -  40 48 28.42600(N)    096 37 16.92000(W) AD(       ) 3
 LG1106
 LG1106.Superseded values are not recommended for survey control.
 LG1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1106.See file dsdata.txt to determine how the superseded data were derived.
 LG1106
 LG1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0061120154(NAD 83)
 LG1106_MARKER: 87 = DOME
 LG1106
 LG1106  HISTORY     - Date     Condition        Report By
 LG1106  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1106  HISTORY     - 20010805 GOOD             USPSQD
 LG1106  HISTORY     - 20030809 GOOD             USPSQD
 LG1106
 LG1106                          STATION DESCRIPTION
 LG1106
 LG1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1106'THE STATION IS LOCATED ABOUT 3 MILES EAST OF LINCOLN AND ABOUT
 LG1106'0.5 MILE SOUTH OF U.S. HIGHWAY 34, AND ABOUT 0.25 MILE EAST OF
 LG1106'70TH STREET.  IT IS A BRONZE COLORED DOME ON TOP OF A GREY SUPER
 LG1106'STRUCTURE WHICH IS IN THE CENTER OF A LONG RED BRICK BUILDING.
 LG1106'THE POINT OBSERVED UPON WAS THE WEATHER VAIN ON TOP OF THE DOME.
 LG1106
 LG1106                          STATION RECOVERY (2001)
 LG1106
 LG1106'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1106'THE RED BRICK BUILDING IS THE ADMINISTRATION BUILDING OF VETERAN'S
 LG1106'HOSPITAL AT 600 S. 70TH STREET, IN SOUTHWEST LINCOLN.
 LG1106
 LG1106                          STATION RECOVERY (2003)
 LG1106
 LG1106'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1106'STATION RECOVERED IN GOOD CONDITION. THE RED BRICK BUILDING IS THE
 LG1106'ADMINISTRATION BUILDING OF VETERAN'S HOSPITAL AT 600 S. 70TH STREET,
 LG1106'IN EAST LINCOLN, NOT SOUTHWEST LINCOLN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1107 ***********************************************************************
 LG1107  DESIGNATION -  LINCOLN US VETERANS HOSP TANK
 LG1107  PID         -  LG1107
 LG1107  STATE/COUNTY-  NE/LANCASTER
 LG1107  USGS QUAD   -  WALTON (1980)
 LG1107
 LG1107                         *CURRENT SURVEY CONTROL
 LG1107  ___________________________________________________________________
 LG1107* NAD 83(1995)-  40 48 27.45852(N)    096 37 13.16539(W)     ADJUSTED  
 LG1107* NAVD 88     -                                                        
 LG1107  ___________________________________________________________________
 LG1107  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 LG1107  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 LG1107
 LG1107  HORZ ORDER  -  THIRD
 LG1107
 LG1107.The horizontal coordinates were established by classical geodetic methods
 LG1107.and adjusted by the National Geodetic Survey in August 1997..
 LG1107
 LG1107
 LG1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1107
 LG1107.The geoid height was determined by GEOID03.
 LG1107
 LG1107;                    North         East     Units Scale Factor Converg.
 LG1107;SPC NE       -   113,745.216   785,025.878   MT  0.99973229   +2 14 22.9
 LG1107;UTM  14      - 4,520,127.183   700,723.704   MT  1.00009593   +1 33 20.5
 LG1107
 LG1107                          SUPERSEDED SURVEY CONTROL
 LG1107
 LG1107  NAD 83(1986)-  40 48 27.46793(N)    096 37 13.16562(W) AD(       ) 4
 LG1107  NAD 27      -  40 48 27.46400(N)    096 37 12.12600(W) AD(       ) 3
 LG1107
 LG1107.Superseded values are not recommended for survey control.
 LG1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1107.See file dsdata.txt to determine how the superseded data were derived.
 LG1107
 LG1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0072420127(NAD 83)
 LG1107_MARKER: 53 = ELEVATED TANK
 LG1107
 LG1107  HISTORY     - Date     Condition        Report By
 LG1107  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1107  HISTORY     - 1958     GOOD             CGS
 LG1107  HISTORY     - 20010805 MARK NOT FOUND   USPSQD
 LG1107
 LG1107                          STATION DESCRIPTION
 LG1107
 LG1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1107'THE STATION IS LOCATED ABOUT 3 MILES EAST OF LINCOLN AND ABOUT
 LG1107'0.5 MILE SOUTH OF U.S. HIGHWAY 34.  IT IS ABOUT 200 YARDS EAST OF
 LG1107'THE U.S. VETERANS HOSPITAL.  IT IS A SILVER TANK SUPPORTED BY
 LG1107'A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH.  THE POINT
 LG1107'OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG1107
 LG1107                          STATION RECOVERY (1958)
 LG1107
 LG1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1107'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1947 DESCRIPTION,
 LG1107'WHICH IS ADEQUATE FOR A QUICK RECOVERY.
 LG1107
 LG1107                          STATION RECOVERY (2001)
 LG1107
 LG1107'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1107'TANK HAS BEEN DEMOLISHED.  TANK NO LONGER EXISTS.  SITE HAS BEEN
 LG1107'RECONSTRUCTED INTO OTHER VETERANS HOSPITAL BUILDINGS AND PARKING LOTS.
 LG1107' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0699 ***********************************************************************
 MK0699  DESIGNATION -  LINCOLN WATER WORKS
 MK0699  PID         -  MK0699
 MK0699  STATE/COUNTY-  NE/SAUNDERS
 MK0699  USGS QUAD   -  ASHLAND EAST (1983)
 MK0699
 MK0699                         *CURRENT SURVEY CONTROL
 MK0699  ___________________________________________________________________
 MK0699* NAD 83(1986)-  41 02 21.     (N)    096 21 18.     (W)     SCALED    
 MK0699* NAVD 88     -       334.833  (meters)    1098.53   (feet)  ADJUSTED  
 MK0699  ___________________________________________________________________
 MK0699  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 MK0699  DYNAMIC HT  -         334.696 (meters)    1098.08  (feet)  COMP
 MK0699  MODELED GRAV-     980,204.7   (mgal)                       NAVD 88
 MK0699
 MK0699  VERT ORDER  -  SECOND    CLASS 0
 MK0699
 MK0699.The horizontal coordinates were scaled from a topographic map and have
 MK0699.an estimated accuracy of +/- 6 seconds.
 MK0699
 MK0699.The orthometric height was determined by differential leveling
 MK0699.and adjusted by the National Geodetic Survey in June 1991..
 MK0699
 MK0699.The geoid height was determined by GEOID03.
 MK0699
 MK0699.The dynamic height is computed by dividing the NAVD 88
 MK0699.geopotential number by the normal gravity value computed on the
 MK0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0699.degrees latitude (g = 980.6199 gals.).
 MK0699
 MK0699.The modeled gravity was interpolated from observed gravity values.
 MK0699
 MK0699;                    North         East    Units  Estimated Accuracy
 MK0699;SPC NE       -   140,340.      806,310.      MT  (+/- 180 meters Scaled)
 MK0699
 MK0699                          SUPERSEDED SURVEY CONTROL
 MK0699
 MK0699  NGVD 29 (??/??/92)  334.730  (m)         1098.19   (f) ADJ UNCH    2 0
 MK0699
 MK0699.Superseded values are not recommended for survey control.
 MK0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0699.See file dsdata.txt to determine how the superseded data were derived.
 MK0699
 MK0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL223464(NAD 83)
 MK0699_MARKER: DB = BENCH MARK DISK
 MK0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0699_STAMPING: LINCOLN WATER WORKS 1934
 MK0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0699+STABILITY: SURFACE MOTION
 MK0699
 MK0699  HISTORY     - Date     Condition        Report By
 MK0699  HISTORY     - 1934     MONUMENTED       CGS
 MK0699  HISTORY     - 1950     GOOD             NGS
 MK0699  HISTORY     - 20040803 GOOD             USPSQD
 MK0699
 MK0699                          STATION DESCRIPTION
 MK0699
 MK0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0699'AT ASHLAND.
 MK0699'AT ASHLAND, AT THE LINCOLN WATER WORKS BUILDING, 225 FEET
 MK0699'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 6, 11.6 FEET WEST
 MK0699'OF THE CENTER OF THE NORTHWEST ENTRANCE TO THE BUILDING, 14 FEET
 MK0699'SOUTHEAST OF THE CENTER LINE OF A CONCRETE DRIVEWAY, 6.6 FEET
 MK0699'NORTH OF THE WEST CORNER OF THE NORTHWEST WING OF THE BUILDING,
 MK0699'9.8 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE STEPS, SET IN
 MK0699'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0699
 MK0699                          STATION RECOVERY (2004)
 MK0699
 MK0699'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK0699'MARK FOUND GOOD.  THE LINCOLN WATER WORKS BUILDING AT 401 U.S. HIGHWAY
 MK0699'6 IS NOW SECURED BEHIND A LOCKED METAL FENCE.  CONTACT RICK ROBERTS AT
 MK0699'402-944-3306, TO GAIN ENTRANCE TO THE GROUNDS AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0754 ***********************************************************************
 NN0754  DESIGNATION -  LINE
 NN0754  PID         -  NN0754
 NN0754  STATE/COUNTY-  NE/LOUP
 NN0754  USGS QUAD   -  STONEHOUSE RANCH SW (1981)
 NN0754
 NN0754                         *CURRENT SURVEY CONTROL
 NN0754  ___________________________________________________________________
 NN0754* NAD 83(1995)-  42 05 11.97027(N)    099 28 03.68985(W)     ADJUSTED  
 NN0754* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 NN0754  ___________________________________________________________________
 NN0754  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 NN0754  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 NN0754
 NN0754  HORZ ORDER  -  SECOND
 NN0754
 NN0754.The horizontal coordinates were established by classical geodetic methods
 NN0754.and adjusted by the National Geodetic Survey in August 1997..
 NN0754
 NN0754.The orthometric height was scaled from a topographic map.
 NN0754
 NN0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0754
 NN0754.The geoid height was determined by GEOID03.
 NN0754
 NN0754;                    North         East     Units Scale Factor Converg.
 NN0754;SPC NE       -   250,316.175   544,029.212   MT  0.99970992   +0 21 09.9
 NN0754;UTM  14      - 4,659,503.696   461,319.445   MT  0.99961841   -0 18 48.5
 NN0754
 NN0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0754!SPC NE       -   0.99988639  x   0.99970992  =   0.99959635
 NN0754!UTM  14      -   0.99988639  x   0.99961841  =   0.99950485
 NN0754
 NN0754|---------------------------------------------------------------------|
 NN0754| PID    Reference Object                     Distance      Geod. Az  |
 NN0754|                                                           dddmmss.s |
 NN0754| CO3961 LINE RM 2                             7.178 METERS 05833     |
 NN0754| CO3960 LINE RM 1                             5.222 METERS 16615     |
 NN0754| CO3959 LINE AZ MK                                         1915159.7 |
 NN0754|---------------------------------------------------------------------|
 NN0754
 NN0754                          SUPERSEDED SURVEY CONTROL
 NN0754
 NN0754  NAD 83(1986)-  42 05 11.97530(N)    099 28 03.70236(W) AD(       ) 2
 NN0754  NAD 27      -  42 05 11.96600(N)    099 28 02.29300(W) AD(       ) 2
 NN0754
 NN0754.Superseded values are not recommended for survey control.
 NN0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0754.See file dsdata.txt to determine how the superseded data were derived.
 NN0754
 NN0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6131959504(NAD 83)
 NN0754_MARKER: DS = TRIANGULATION STATION DISK
 NN0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0754
 NN0754  HISTORY     - Date     Condition        Report By
 NN0754  HISTORY     - 1949     MONUMENTED       CGS
 NN0754
 NN0754                          STATION DESCRIPTION
 NN0754
 NN0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0754'THE STATION IS LOCATED ABOUT 4.5 MILES DUE SOUTH OF THE ROSE
 NN0754'POST OFFICE, JUST SOUTH OF THE LINE BETWEEN LOUP AND ROCK
 NN0754'COUNTIES IN THE NW 1/4 SEC. 1, T. 24 N., R. 19W.  IT IS ON
 NN0754'THE TOP OF THE HIGHEST SAND HILL IN THE VICINITY, ABOUT 0.4
 NN0754'OF A MILE WEST OF THE CENTER OF U.S. HIGHWAY NO. 183 AND 11.0
 NN0754'FEET SOUTH OF A SECTION-LINE FENCE.  IT IS SET FLUSH WITH THE
 NN0754'TOP OF THE GROUND AND IS STAMPED LINE 1949.
 NN0754'
 NN0754'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL ABOUT
 NN0754'0.6 OF A FOOT BELOW THE ELEVATION OF THE STATION.  IT IS SET
 NN0754'FLUSH WITH THE TOP OF THE GROUND AND IS STAMPED LINE NO 1 1949.
 NN0754'
 NN0754'REFERENCE MARK NO. 2 IS A U.S. GENERAL LAND OFFICE SURVEY MARK.
 NN0754'IT IS A BRASS CAP RIVETED TO THE TOP OF A 2 INCH IRON PIPE
 NN0754'PROJECTING ABOUT 4 INCHES ABOVE THE TOP OF THE GROUND.  IT IS
 NN0754'ON THE NORTHEAST SLOPE OF THE HILL ABOUT 1.5 FEET BELOW THE
 NN0754'ELEVATION OF THE STATION AND 1.5 FEET NORTH OF A SECTION-LINE
 NN0754'FENCE.  IT IS STAMPED T25N R19W S36 R18W S31 1914.
 NN0754'
 NN0754'THE AZIMUTH MARK IS 49.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 NN0754'NO. 183 AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 3 INCHES
 NN0754'AND IS STAMPED LINE 1949.
 NN0754'
 NN0754'TO REACH THE STATION FROM THE ROSE POST OFFICE, GO SOUTH, EAST
 NN0754'AND SOUTH ON U.S. HIGHWAY NO. 183 FOR 5.9 MILES TO FENCE CORNERS
 NN0754'ON THE RIGHT AND THE LEFT.  THIS IS THE COUNTY LINE AND THE
 NN0754'STATION IS VISIBLE ON THE SUMMIT OF A SAND HILL ABOUT 0.4
 NN0754'OF A MILE TO THE WEST ALONG FENCE.  TO DRIVE TO THE STATION
 NN0754'FROM THIS POINT, GO SOUTH ON U.S. HIGHWAY NO. 183 FOR 0.65
 NN0754'OF A MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT ON TRACK
 NN0754'ROAD PASSING THROUGH A WIRE GATE AND TURN SHARP RIGHT ALONG
 NN0754'FENCE AND GO NORTHERLY ACROSS A PASTURE FOR ABOUT 0.7 OF A
 NN0754'MILE TO THE HIGHEST POINT ALONG THE NORTH PASTURE FENCE AND
 NN0754'THE STATION AS DESCRIBED.
 NN0754'
 NN0754'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ACROSS
 NN0754'PASTURE FOR ABOUT 0.7 OF A MILE TO A TRACK ROAD AND WIRE GATE
 NN0754'ON THE LEFT.  TURN LEFT THROUGH WIRE GATE ONTO U.S. HIGHWAY
 NN0754'NO. 183, TURN RIGHT ON U.S. HIGHWAY NO. 183 AND GO 0.2 OF A MILE
 NN0754'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NN0754'
 NN0754'A 4 FOOT SIGNAL AT STATION OVITT 1934 IS VISIBLE AT 4 FEET.
 NN0754'
 NN0754'A 4 FOOT SIGNAL AT STATION ROSE IS VISIBLE AT 4 FEET.
 NN0754'
 NN0754'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0491 ***********************************************************************
 LJ0491  DESIGNATION -  LINE
 LJ0491  PID         -  LJ0491
 LJ0491  STATE/COUNTY-  NE/HITCHCOCK
 LJ0491  USGS QUAD   -  MAX SE (1962)
 LJ0491
 LJ0491                         *CURRENT SURVEY CONTROL
 LJ0491  ___________________________________________________________________
 LJ0491* NAD 83(1995)-  40 00 09.09144(N)    101 17 41.17185(W)     ADJUSTED  
 LJ0491* NAVD 88     -       914.     (meters)    2999.     (feet)  SCALED    
 LJ0491  ___________________________________________________________________
 LJ0491  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LJ0491  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 LJ0491
 LJ0491  HORZ ORDER  -  SECOND
 LJ0491
 LJ0491.The horizontal coordinates were established by classical geodetic methods
 LJ0491.and adjusted by the National Geodetic Survey in August 1997..
 LJ0491
 LJ0491.The orthometric height was scaled from a topographic map.
 LJ0491
 LJ0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0491
 LJ0491.The geoid height was determined by GEOID03.
 LJ0491
 LJ0491;                    North         East     Units Scale Factor Converg.
 LJ0491;SPC NE       -    19,614.480   389,442.931   MT  0.99999886   -0 51 28.9
 LJ0491;SPC KS N     -   190,428.097   118,707.249   MT  1.00004292   -2 05 04.7
 LJ0491;UTM  14      - 4,430,559.835   304,117.142   MT  1.00007238   -1 28 32.1
 LJ0491
 LJ0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0491!SPC NE       -   0.99986027  x   0.99999886  =   0.99985913
 LJ0491!SPC KS N     -   0.99986027  x   1.00004292  =   0.99990319
 LJ0491!UTM  14      -   0.99986027  x   1.00007238  =   0.99993264
 LJ0491
 LJ0491:                Primary Azimuth Mark                     Grid Az
 LJ0491:SPC NE       -  ST JOHNS CATHOLIC CHURCH CROSS           142 45 15.4
 LJ0491:SPC KS N     -  ST JOHNS CATHOLIC CHURCH CROSS           143 58 51.2
 LJ0491:UTM  14      -  ST JOHNS CATHOLIC CHURCH CROSS           143 22 18.6
 LJ0491
 LJ0491|---------------------------------------------------------------------|
 LJ0491| PID    Reference Object                     Distance      Geod. Az  |
 LJ0491|                                                           dddmmss.s |
 LJ0491| KH0619 ST JOHNS CATHOLIC CHURCH CROSS      APPROX.12.4 KM 1415346.5 |
 LJ0491| CP7624 LINE RM 1                             9.918 METERS 17204     |
 LJ0491| KH0630 TT 70 LW                            APPROX. 0.6 KM 2161852.5 |
 LJ0491| CP7625 LINE RM 2                            12.453 METERS 26723     |
 LJ0491|---------------------------------------------------------------------|
 LJ0491
 LJ0491                          SUPERSEDED SURVEY CONTROL
 LJ0491
 LJ0491  NAD 83(1986)-  40 00 09.09173(N)    101 17 41.17447(W) AD(       ) 2
 LJ0491  NAD 27      -  40 00 09.09700(N)    101 17 39.59400(W) AD(       ) 2
 LJ0491
 LJ0491.Superseded values are not recommended for survey control.
 LJ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0491.See file dsdata.txt to determine how the superseded data were derived.
 LJ0491
 LJ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK0411730560(NAD 83)
 LJ0491_MARKER: DS = TRIANGULATION STATION DISK
 LJ0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0491
 LJ0491  HISTORY     - Date     Condition        Report By
 LJ0491  HISTORY     - 1951     MONUMENTED       CGS
 LJ0491
 LJ0491                          STATION DESCRIPTION
 LJ0491
 LJ0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0491'THE STATION IS LOCATED ABOUT 15 MILES NORTH-NORTHEAST OF
 LJ0491'MC DONALD, KANSAS AND ABOUT 11 MILES SOUTH-SOUTHWEST OF STRATTON,
 LJ0491'NEBRASKA ON THE KANSAS-NEBRASKA STATE LINE.  IT IS 60 FEET
 LJ0491'NORTHWEST OF THE CENTER OF A DIRT ROAD, 85 FEET WEST OF THE
 LJ0491'CENTER OF A CURVE IN THE ROAD, 13 FEET WEST OF THE NORTH
 LJ0491'POST OF A GATE AND 4 FEET NORTHWEST OF A WITNESS POST.  IT
 LJ0491'IS STAMPED LINE 1951 AND IS SET FLUSH.
 LJ0491'
 LJ0491'REFERENCE MARK NO. 1 IS 31 FEET NORTHWEST OF THE CENTER OF
 LJ0491'A DIRT ROAD AND 21 FEET SOUTHWEST OF THE SOUTH POST OF A GATE.
 LJ0491'IT IS STAMPED LINE NO 1 1951 AND IS SET FLUSH.
 LJ0491'
 LJ0491'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE.  IT
 LJ0491'IS STAMPED LINE NO 2 1951 AND IS SET FLUSH.
 LJ0491'
 LJ0491'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 54.55 FEET.
 LJ0491'
 LJ0491'BENCH MARK TT 70 LW (USGS) WAS USED AS THE AZIMUTH MARK.
 LJ0491'IT IS 34 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD, 2 FEET
 LJ0491'NORTH OF A FENCE LINE AND 2.5 FEET NORTH OF A WITNESS POST.
 LJ0491'IT IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP OF A
 LJ0491'6 INCH SQUARE CONCRETE POST, PROJECTING SIX INCHES.  IT IS
 LJ0491'STAMPED TT 70 LW 1948 3210.
 LJ0491'
 LJ0491'TO REACH THE STATION FROM MC DONALD, GO NORTH ON GRAVELED
 LJ0491'ROAD FOR 7.3 MILES TO A CROSSROAD, TURN RIGHT, EAST, AND GO
 LJ0491'1 MILE TO A CROSSROAD, TURN LEFT, NORTH, AND GO 1 MILE TO WHERE
 LJ0491'THE ROAD TURNS EAST, FOLLOW ROAD EASTERLY FOR 1 MILE TO A
 LJ0491'CROSSROAD.  TURN LEFT, NORTH AND GO 1 MILE, TURN RIGHT, EAST,
 LJ0491'AND GO 0.5 MILE TO A T ROAD LEFT.  TURN LEFT, NORTH, AND GO
 LJ0491'3.0 MILES TO A T INTERSECTION, TURN RIGHT, EAST, AND GO 1.5
 LJ0491'MILE, TURN LEFT, NORTH, AND GO 2.8 MILE TO THE AZIMUTH MARK
 LJ0491'ON THE LEFT.  CONTINUE 0.4 MILES TO THE STATION ON THE LEFT
 LJ0491'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1061 ***********************************************************************
 LG1061  DESIGNATION -  LINE
 LG1061  PID         -  LG1061
 LG1061  STATE/COUNTY-  NE/GAGE
 LG1061  USGS QUAD   -  WYMORE (1970)
 LG1061
 LG1061                         *CURRENT SURVEY CONTROL
 LG1061  ___________________________________________________________________
 LG1061* NAD 83(1995)-  40 00 17.31422(N)    096 39 08.48345(W)     ADJUSTED  
 LG1061* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 LG1061  ___________________________________________________________________
 LG1061  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 LG1061  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 LG1061
 LG1061  HORZ ORDER  -  SECOND
 LG1061
 LG1061.The horizontal coordinates were established by classical geodetic methods
 LG1061.and adjusted by the National Geodetic Survey in August 1997..
 LG1061
 LG1061.The orthometric height was scaled from a topographic map.
 LG1061
 LG1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1061
 LG1061.The geoid height was determined by GEOID03.
 LG1061
 LG1061;                    North         East     Units Scale Factor Converg.
 LG1061;SPC NE       -    24,573.516   785,776.093   MT  0.99999783   +2 13 06.5
 LG1061;SPC KS N     -   186,420.155   515,073.152   MT  1.00004344   +0 51 09.6
 LG1061;UTM  14      - 4,430,931.000   700,389.928   MT  1.00009437   +1 30 34.9
 LG1061
 LG1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1061!SPC NE       -   0.99993999  x   0.99999783  =   0.99993782
 LG1061!SPC KS N     -   0.99993999  x   1.00004344  =   0.99998343
 LG1061!UTM  14      -   0.99993999  x   1.00009437  =   1.00003435
 LG1061
 LG1061:                Primary Azimuth Mark                     Grid Az
 LG1061:SPC NE       -  LINE AZ MK                               359 04 46.5
 LG1061:SPC KS N     -  LINE AZ MK                               000 26 43.4
 LG1061:UTM  14      -  LINE AZ MK                               359 47 18.1
 LG1061
 LG1061|---------------------------------------------------------------------|
 LG1061| PID    Reference Object                     Distance      Geod. Az  |
 LG1061|                                                           dddmmss.s |
 LG1061| CL7319 LINE AZ MK                                         0011753.0 |
 LG1061| LG1064 WYMORE ST JOHNS LUTHERAN CH         APPROX. 4.6 KM 0152624.1 |
 LG1061| CL7321 LINE RM 1                                          09600     |
 LG1061| KF1132 OKETO MUNICIPAL TANK                APPROX. 6.8 KM 1335000.9 |
 LG1061| CL7322 LINE RM 2                            20.873 METERS 17653     |
 LG1061| LG1066 WYMORE IMMANUELS FRIEDHOF CH        APPROX. 0.6 KM 2294008.3 |
 LG1061| CL7320 LINE AZ MK RESET                                   3583353.6 |
 LG1061|---------------------------------------------------------------------|
 LG1061
 LG1061                          SUPERSEDED SURVEY CONTROL
 LG1061
 LG1061  NAD 83(1986)-  40 00 17.32024(N)    096 39 08.47933(W) AD(       ) 2
 LG1061  NAD 27      -  40 00 17.30800(N)    096 39 07.40200(W) AD(       ) 2
 LG1061
 LG1061.Superseded values are not recommended for survey control.
 LG1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1061.See file dsdata.txt to determine how the superseded data were derived.
 LG1061
 LG1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0039030931(NAD 83)
 LG1061_MARKER: DS = TRIANGULATION STATION DISK
 LG1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1061
 LG1061  HISTORY     - Date     Condition        Report By
 LG1061  HISTORY     - 1947     MONUMENTED       CGS
 LG1061  HISTORY     - 1958     GOOD             CGS
 LG1061  HISTORY     - 1963     GOOD             CGS
 LG1061
 LG1061                          STATION DESCRIPTION
 LG1061
 LG1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1061'THE STATION IS LOCATED ABOUT 8.25 MILES SOUTH AND 0.5 MILE EAST
 LG1061'OF WYMORE AND 0.3 MILE NORTH OF KANSAS-NEBRASKA STATE LINE
 LG1061'ALONG U.S. HIGHWAY 77.  IT IS 68 FEET EAST OF THE CENTER OF
 LG1061'HIGHWAY 77, 42 FEET WEST OF NORTH-SOUTH ROAD AND 4 FEET EAST OF
 LG1061'WHITE WITNESS POST.  IT IS STAMPED LINE 1947 AND SET FLUSH WITH
 LG1061'THE GROUND SURFACE.
 LG1061'
 LG1061'REFERENCE MARK NO 1 IS EAST OF THE STATION, 28 FEET EAST OF THE
 LG1061'CENTER OF THE NORTH-SOUTH ROAD, SET IN THE HEDGE LINE ON WEST
 LG1061'EDGE OF CULTIVATED FIELD.  IT IS STAMPED LINE NO 1 1947 AND
 LG1061'PROJECTS 4 INCHES.
 LG1061'
 LG1061'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 90 FEET EAST OF THE
 LG1061'CENTER OF HIGHWAY 77 AND 35 FEET WEST OF THE CENTER OF THE
 LG1061'NORTH-SOUTH ROAD ON THE TOP OF A SMALL BANK ABOUT 4 FEET HIGHER
 LG1061'THAN STATION MARK.  IT IS STAMPED LINE NO 2 1947 AND PROJECTS 5
 LG1061'INCHES.
 LG1061'
 LG1061'THE AZIMUTH MARK IS ABOUT 0.6 MILES NORTH OF THE STATION, 40 FEET
 LG1061'EAST OF THE CENTER OF U.S. HIGHWAY 77, 3 FEET SOUTH OF TELEPHONE
 LG1061'POLE, 1 FOOT WEST OF NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTH
 LG1061'OF WHITE WITNESS POST.  IT IS STAMPED LINE 1947 AND PROJECTS 2
 LG1061'INCHES.
 LG1061'
 LG1061'TO REACH THE STATION FROM THE POST OFFICE IN WYMORE, GO NORTH
 LG1061'0.15 MILE THEN RIGHT AND FOLLOW U.S. HIGHWAY 77 EAST AND SOUTH FOR
 LG1061'5.4 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 LG1061'SOUTH ON U.S. HIGHWAY 77 FOR 0.6 MILES TO A Y FORMED BY U.S.
 LG1061'HIGHWAY 77 AND NORTH-SOUTH ROAD AND STATION ON THE LEFT AS
 LG1061'DESCRIBED.
 LG1061'
 LG1061'A 74 FOOT SIGNAL AT STATION ODELL IS V.G.
 LG1061'
 LG1061'A 4 FOOT SIGNAL AT STATION SCHOOL IS VISIBLE AT 37 FEET.
 LG1061'
 LG1061'A 74 FOOT SIGNAL AT STATION MALICKY IS VISIBLE AT 37 FEET.
 LG1061'
 LG1061'A 4 FOOT SIGNAL AT STATION ELK IS VISIBLE AT 37 FEET.
 LG1061'
 LG1061'A 74 FOOT SIGNAL AT STATION OKETO IS VISIBLE AT 37 FEET.
 LG1061'
 LG1061'A 4 FOOT SIGNAL AT STATION WRIGHT IS VISIBLE AT 37 FEET.
 LG1061'
 LG1061'A 74 FOOT SIGNAL AT STATION HULL IS VISIBLE AT 37 FEET.
 LG1061'
 LG1061'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1061
 LG1061                          STATION RECOVERY (1958)
 LG1061
 LG1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LG1061'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1061'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT THE
 LG1061'STATION WILL BE 65 FEET EAST-SOUTHEAST OF THE NEW CENTERLINE OF
 LG1061'U.S. HIGHWAY 77.  ROAD CONSTRUCTION ALONG THE HIGHWAY WILL
 LG1061'DESTROY THE AZIMUTH MARK.  IT WAS MOVED.  FOLLOWING IS A
 LG1061'DESCRIPTION OF THE RESET AZIMUTH MARK AND THE ANGLES MEASURED.
 LG1061'
 LG1061'AZIMUTH MARK (RESET) IS 0.25 MILE NORTH OF THE STATION, 130
 LG1061'FEET NORTH OF THE CENTER OF DRIVEWAY TO FARM, 65 FEET WEST OF THE
 LG1061'CENTER OF U.S. HIGHWAY 77, AND 2 FEET SOUTH OF A TELEPHONE POLE.
 LG1061'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LINE 1947
 LG1061'RESET 1958.  NOTE 16B.
 LG1061
 LG1061                          STATION RECOVERY (1963)
 LG1061
 LG1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG1061'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG1061'FOUND IN GOOD CONDITION.  THE STATION MARK IS 1 FOOT SOUTH OF A
 LG1061'NEW STEEL WITNESS POST WITH A SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0490 ***********************************************************************
 LJ0490  DESIGNATION -  LINGO
 LJ0490  PID         -  LJ0490
 LJ0490  STATE/COUNTY-  NE/HITCHCOCK
 LJ0490  USGS QUAD   -  MAX NE (1962)
 LJ0490
 LJ0490                         *CURRENT SURVEY CONTROL
 LJ0490  ___________________________________________________________________
 LJ0490* NAD 83(1995)-  40 09 12.13365(N)    101 18 39.99959(W)     ADJUSTED  
 LJ0490* NAVD 88     -       944.     (meters)    3097.     (feet)  SCALED    
 LJ0490  ___________________________________________________________________
 LJ0490  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 LJ0490  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 LJ0490
 LJ0490  HORZ ORDER  -  FIRST
 LJ0490
 LJ0490.The horizontal coordinates were established by classical geodetic methods
 LJ0490.and adjusted by the National Geodetic Survey in August 1997..
 LJ0490
 LJ0490.The orthometric height was scaled from a topographic map.
 LJ0490
 LJ0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0490
 LJ0490.The geoid height was determined by GEOID03.
 LJ0490
 LJ0490;                    North         East     Units Scale Factor Converg.
 LJ0490;SPC NE       -    36,382.264   388,301.696   MT  0.99993420   -0 52 07.9
 LJ0490;UTM  14      - 4,447,340.805   303,157.230   MT  1.00007701   -1 29 26.8
 LJ0490
 LJ0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0490!SPC NE       -   0.99985554  x   0.99993420  =   0.99978975
 LJ0490!UTM  14      -   0.99985554  x   1.00007701  =   0.99993254
 LJ0490
 LJ0490|---------------------------------------------------------------------|
 LJ0490| PID    Reference Object                     Distance      Geod. Az  |
 LJ0490|                                                           dddmmss.s |
 LJ0490| CP7629 LINGO RM 1                           26.075 METERS 04400     |
 LJ0490| LJ0488 STRATTON STANDPIPE                  APPROX. 7.2 KM 0895524.6 |
 LJ0490| CP7630 LINGO RM 2                           28.930 METERS 12336     |
 LJ0490| CP7628 LINGO AZ MK                                        1973620.5 |
 LJ0490|---------------------------------------------------------------------|
 LJ0490
 LJ0490                          SUPERSEDED SURVEY CONTROL
 LJ0490
 LJ0490  NAD 83(1986)-  40 09 12.13314(N)    101 18 40.00315(W) AD(       ) 1
 LJ0490  NAD 27      -  40 09 12.15400(N)    101 18 38.41100(W) AD(       ) 1
 LJ0490
 LJ0490.Superseded values are not recommended for survey control.
 LJ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0490.See file dsdata.txt to determine how the superseded data were derived.
 LJ0490
 LJ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK0315747341(NAD 83)
 LJ0490_MARKER: DS = TRIANGULATION STATION DISK
 LJ0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0490
 LJ0490  HISTORY     - Date     Condition        Report By
 LJ0490  HISTORY     - 1935     MONUMENTED       CGS
 LJ0490  HISTORY     - 1973     GOOD             USGS
 LJ0490
 LJ0490                          STATION DESCRIPTION
 LJ0490
 LJ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0490'THE STATION IS LOCATED ABOUT 5 MILES WEST OF STRATTON AND
 LJ0490'1-1/2 MILES NORTH OF STATE HIGHWAY 3, ON A HIGH, NORTH SPUR
 LJ0490'OF AN IRREGULAR EAST-WEST RIDGE OR SERIES OF HILLS ON THE
 LJ0490'DIVIDE BETWEEN MUDDY CREEK AND THE REPUBLICAN RIVER, IN
 LJ0490'SOUTHEAST QUARTER OF SEC. 7, T. 2 N., R. 35 W., ON LAND OWNED
 LJ0490'BY BUZ LINGO, WHO LIVES ABOUT A MILE SOUTH-SOUTHEAST OF THE
 LJ0490'STATION.  THE STATION MARK PROJECTS 8
 LJ0490'INCHES AND IS 136.4 FEET WEST OF A NORTH-SOUTH FENCE.
 LJ0490'
 LJ0490'REFERENCE MARK NO. 1 PROJECTS 9 INCHES AND IS
 LJ0490'NORTHEAST OF THE STATION.  IT IS 76.5 FEET WEST OF THE ABOVE
 LJ0490'FENCE.
 LJ0490'
 LJ0490'REFERENCE MARK NO. 2 PROJECTS 9 INCHES AND IS
 LJ0490'EAST-SOUTHEAST OF THE STATION.  IT IS 57.5 FEET WEST OF THE
 LJ0490'ABOVE FENCE.
 LJ0490'
 LJ0490'THE AZIMUTH MARK PROJECTS 9 INCHES AND IS SOUTH OF
 LJ0490'THE STATION.  IT IS AT A POINT 1 FOOT NORTH OF A T-FENCE
 LJ0490'CORNER (STEM SOUTH), 9 FEET EAST OF AN EAST GATEPOST, AND 12
 LJ0490'FEET EAST OF THE CENTERLINE OF A TRACK ROAD.
 LJ0490'
 LJ0490'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 LJ0490'
 LJ0490'TO REACH THE STATION FROM THE DEPOT IN MAX GO 5.2 MILES EAST
 LJ0490'ON STATE HIGHWAY 3 TO A GRADED CROSS ROAD.  (THERE IS A MAIL
 LJ0490'BOX WITH BUZ LINGO ON IT IN THE NORTHWEST ANGLE OF THIS
 LJ0490'INTERSECTION).  HERE TURN LEFT AND GO NORTH ON GRADED ROAD
 LJ0490'0.4 MILE TO BUZ LINGOS HOUSE, PASS NORTH BETWEEN HOUSE AND
 LJ0490'BARN, THEN EAST ON NORTH SIDE OF HOUSE, AND THEN NORTH UP GRADE
 LJ0490'AND ALONG TOP OF RIDGE IN A GENERAL NORTHERLY DIRECTION 1.0
 LJ0490'MILE TO A WIRE GATE, PASSING TO THE WEST OF O.O. WHITES SOD
 LJ0490'HOUSE AT 0.8 MILE, PASS THROUGH GATE AND CONTINUE NORTH 100
 LJ0490'YARDS TO ANOTHER GATE.  (AZIMUTH MARK IS AT THIS GATE.)
 LJ0490'PASS THROUGH GATE AND CONTINUE NORTHERLY AND NORTHEASTERLY
 LJ0490'0.4 MILE TAKING MAIN RIGHT FORK AT 0.2 MILE, TO A LONE
 LJ0490'SOUTHWEST FENCE CORNER.  HERE LEAVE ROAD AND GO NORTH ALONG
 LJ0490'THE WEST SIDE OF NORTH-SOUTH FENCE 0.1 MILE TO TOP OF HILL AND
 LJ0490'STATION.
 LJ0490
 LJ0490                          STATION RECOVERY (1973)
 LJ0490
 LJ0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LJ0490'STATION MARK, R.M. 1, R.M. 2 AND AZ. MK. WERE FOUND IN GOOD
 LJ0490'CONDITION AS DESCRIBED.  DISTANCE TO R.M. 1 MISSED -0.002 METERS,
 LJ0490'R.M. 2 MISSED + 0.011 METERS.  BETWEEN R.M. 1 AND R.M. 2
 LJ0490'MISSED + 0.008 METERS.
 LJ0490'
 LJ0490'DIRECTION TO R.M. 1 MISSED + 54.34 SECONDS IN AZIMUTH, R.M. 2
 LJ0490'MISSED + 19.14 SECONDS IN AZIMUTH.  AZ. MK. MISSED + 0.57
 LJ0490'SECONDS IN AZIMUTH.
 LJ0490'
 LJ0490'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0630 ***********************************************************************
 MN0630  DESIGNATION -  LINN
 MN0630  PID         -  MN0630
 MN0630  STATE/COUNTY-  NE/BANNER
 MN0630  USGS QUAD   -  HEAD OF ROCKY HOLLOW (1979)
 MN0630
 MN0630                         *CURRENT SURVEY CONTROL
 MN0630  ___________________________________________________________________
 MN0630* NAD 83(1995)-  41 24 38.89879(N)    103 57 54.59914(W)     ADJUSTED  
 MN0630* NAVD 88     -      1580.     (meters)    5184.     (feet)  SCALED    
 MN0630  ___________________________________________________________________
 MN0630  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 MN0630  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 MN0630
 MN0630  HORZ ORDER  -  SECOND
 MN0630
 MN0630.The horizontal coordinates were established by classical geodetic methods
 MN0630.and adjusted by the National Geodetic Survey in August 1997..
 MN0630
 MN0630.The orthometric height was scaled from a topographic map.
 MN0630
 MN0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0630
 MN0630.The geoid height was determined by GEOID03.
 MN0630
 MN0630;                    North         East     Units Scale Factor Converg.
 MN0630;SPC NE       -   182,737.630   168,698.828   MT  0.99965997   -2 37 39.7
 MN0630;SPC WY E     -   101,838.109   300,452.851   MT  1.00006164   +0 47 41.3
 MN0630;UTM  13      - 4,584,878.628   586,489.077   MT  0.99969206   +0 41 04.3
 MN0630
 MN0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0630!SPC NE       -   0.99975513  x   0.99965997  =   0.99941519
 MN0630!SPC WY E     -   0.99975513  x   1.00006164  =   0.99981676
 MN0630!UTM  13      -   0.99975513  x   0.99969206  =   0.99944727
 MN0630
 MN0630|---------------------------------------------------------------------|
 MN0630| PID    Reference Object                     Distance      Geod. Az  |
 MN0630|                                                           dddmmss.s |
 MN0630| CP7632 LINN RM 1                             7.861 METERS 03829     |
 MN0630| CP7633 LINN RM 2                            19.720 METERS 13101     |
 MN0630| CP7631 LINN AZ MK                                         3584430.6 |
 MN0630|---------------------------------------------------------------------|
 MN0630
 MN0630                          SUPERSEDED SURVEY CONTROL
 MN0630
 MN0630  NAD 83(1995)-  41 24 38.89864(N)    103 57 54.59918(W) AD(       ) 2
 MN0630  NAD 83(1986)-  41 24 38.88745(N)    103 57 54.59962(W) AD(       ) 2
 MN0630  NAD 27      -  41 24 38.96600(N)    103 57 52.77800(W) AD(       ) 2
 MN0630
 MN0630.Superseded values are not recommended for survey control.
 MN0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0630.See file dsdata.txt to determine how the superseded data were derived.
 MN0630
 MN0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8648984879(NAD 83)
 MN0630_MARKER: DS = TRIANGULATION STATION DISK
 MN0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0630
 MN0630  HISTORY     - Date     Condition        Report By
 MN0630  HISTORY     - 1963     MONUMENTED       CGS
 MN0630
 MN0630                          STATION DESCRIPTION
 MN0630
 MN0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0630'THE STATION IS 7 MILES EAST AND 3/4 MILE SOUTH OF ALBIN, WYOMING,
 MN0630'ON AN EAST-WEST RIDGE IN THE SOUTHWEST QUARTER OF SECTION
 MN0630'25, T 17 N, R 58 W AND ON PROPERTY OWNED BY MR. F. BERT LINN.
 MN0630'
 MN0630'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0630'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON STATE HIGHWAY 71
 MN0630'FOR 13.0 MILES TO A CROSSROAD AND A ROAD SIGN ALBIN 20 ON THE
 MN0630'RIGHT.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 12.0 MILES
 MN0630'TO A CROSSROAD AND AN ELECTRIC SUB-POWER STATION IN THE
 MN0630'SOUTHEAST ANGLE OF THE CROSSROADS.  CONTINUE WEST ON THE
 MN0630'GRAVEL ROAD FOR 3.95 MILES TO A SECTION LINE TRACK CROSSROAD.
 MN0630'TURN LEFT AND GO SOUTH ON A TRACK ROAD FOR 0.8 MILE TO TOP OF
 MN0630'THE RIDGE AND THE STATION ON THE LEFT.
 MN0630'
 MN0630'STATION MARKS ARE STANDARD DISKS STAMPED LINN 1963.  THE
 MN0630'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MN0630'SURFACE OF THE GROUND.  IT IS 36 FEET EAST OF THE CENTER OF THE
 MN0630'TRACK ROAD, 17 FEET SOUTHEAST OF A LONE FENCE POST AND 6
 MN0630'FEET SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 MN0630'IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE
 MN0630'SURFACE OF THE GROUND.
 MN0630'
 MN0630'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LINN NO 1 1963,
 MN0630'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 MN0630'IS 21.5 FEET NORTH OF THE METAL WITNESS POST AND ABOUT 1 FOOT
 MN0630'LOWER IN ELEVATION THAN THE STATION.
 MN0630'
 MN0630'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LINN NO 2 1963,
 MN0630'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MN0630'IT IS 62 FEET SOUTHEAST OF THE METAL WITNESS POST AND ABOUT
 MN0630'3 FEET LOWER IN ELEVATION THAN THE STATION.
 MN0630'
 MN0630'AZIMUTH MARK, A STANDARD DISK STAMPED LINN 1963, IS SET
 MN0630'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 MN0630'8 FEET WEST OF THE CENTER OF A TRACK ROAD AND 2.5 FEET SOUTH
 MN0630'OF A METAL WITNESS POST.
 MN0630'
 MN0630'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 MN0630'TRACK ROAD TO A GRAVEL CROSSROAD.  CONTINUE NORTH ON THE
 MN0630'TRACK ROAD FOR 0.2 MILE TO THE TOP OF A SMALL HILL AND THE
 MN0630'AZIMUTH MARK ON THE LEFT.
 MN0630'
 MN0630'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0797 ***********************************************************************
 NN0797  DESIGNATION -  LINSE
 NN0797  PID         -  NN0797
 NN0797  STATE/COUNTY-  NE/KEYA PAHA
 NN0797  USGS QUAD   -  HUDDLE TABLE (1950)
 NN0797
 NN0797                         *CURRENT SURVEY CONTROL
 NN0797  ___________________________________________________________________
 NN0797* NAD 83(1995)-  42 51 20.24974(N)    099 56 22.57627(W)     ADJUSTED  
 NN0797* NAVD 88     -       780.     (meters)    2559.     (feet)  SCALED    
 NN0797  ___________________________________________________________________
 NN0797  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 NN0797  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 NN0797
 NN0797  HORZ ORDER  -  THIRD
 NN0797
 NN0797.The horizontal coordinates were established by classical geodetic methods
 NN0797.and adjusted by the National Geodetic Survey in August 1997..
 NN0797
 NN0797.The orthometric height was scaled from a topographic map.
 NN0797
 NN0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0797
 NN0797.The geoid height was determined by GEOID03.
 NN0797
 NN0797;                    North         East     Units Scale Factor Converg.
 NN0797;SPC NE       -   335,584.660   504,935.909   MT  0.99993698   +0 02 24.1
 NN0797;UTM  14      - 4,745,210.530   423,235.053   MT  0.99967250   -0 38 20.8
 NN0797
 NN0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0797!SPC NE       -   0.99988129  x   0.99993698  =   0.99981827
 NN0797!UTM  14      -   0.99988129  x   0.99967250  =   0.99955382
 NN0797
 NN0797:                Primary Azimuth Mark                     Grid Az
 NN0797:SPC NE       -  LINSE AZ MK                              037 04 19.5
 NN0797:UTM  14      -  LINSE AZ MK                              037 45 04.4
 NN0797
 NN0797|---------------------------------------------------------------------|
 NN0797| PID    Reference Object                     Distance      Geod. Az  |
 NN0797|                                                           dddmmss.s |
 NN0797| CO3962 LINSE AZ MK                                        0370643.6 |
 NN0797| CO3964 LINSE RM 2                           10.144 METERS 23002     |
 NN0797| CO3963 LINSE RM 1                            8.903 METERS 34512     |
 NN0797|---------------------------------------------------------------------|
 NN0797
 NN0797                          SUPERSEDED SURVEY CONTROL
 NN0797
 NN0797  NAD 83(1986)-  42 51 20.25529(N)    099 56 22.58833(W) AD(       ) 3
 NN0797  NAD 27      -  42 51 20.24000(N)    099 56 21.18200(W) AD(       ) 3
 NN0797
 NN0797.Superseded values are not recommended for survey control.
 NN0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0797.See file dsdata.txt to determine how the superseded data were derived.
 NN0797
 NN0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2323545211(NAD 83)
 NN0797_MARKER: DS = TRIANGULATION STATION DISK
 NN0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0797
 NN0797  HISTORY     - Date     Condition        Report By
 NN0797  HISTORY     - 1949     MONUMENTED       CGS
 NN0797  HISTORY     - 1968     GOOD             CGS
 NN0797
 NN0797                          STATION DESCRIPTION
 NN0797
 NN0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0797'THE STATION IS LOCATED ABOUT 9.75 MILES WEST AND 2.25 MILES
 NN0797'NORTH OF SPRINGVIEW, AND 7.0 MILES EAST AND 0.75 OF A MILE
 NN0797'SOUTH OF NORDEN ON THE TOP OF A PROMINENT SAND KNOLL.  IT
 NN0797'IS LOCATED ABOUT 20.0 FEET WEST OF THE EDGE OF A LARGE SAND
 NN0797'BLOWOUT AND 5.0 FEET EAST OF A WITNESS POST.  IT PROJECTS
 NN0797'3 INCHES AND IS STAMPED LINSE 1949.
 NN0797'
 NN0797'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS STAMPED LINSE
 NN0797'NO 1 1949.
 NN0797'
 NN0797'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL
 NN0797'ABOUT 1.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NN0797'4 INCHES AND IS STAMPED LINSE NO 2 1949.
 NN0797'
 NN0797'THE AZIMUTH MARK IS IN A BARN LOT FENCE, 64.0 FEET SOUTH
 NN0797'OF THE CENTER OF A WINDMILL, 13.0 FEET WEST OF THE CENTER OF
 NN0797'A WIRE GATE, AND 3.0 FEET EAST OF A WITNESS POST.  IT PROJECTS
 NN0797'3 INCHES AND IS STAMPED LINSE 1949.
 NN0797'
 NN0797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 183
 NN0797'AND STATE ROUTE NO. 72 JUST NORTH OF THE POST OFFICE IN
 NN0797'SPRINGVIEW, GO WEST ON STATE ROUTE NO. 72 FOR 3.0 MILES TO
 NN0797'THE JUNCTION WITH STATE ROUTE NO. 7, CONTINUE STRAIGHT AHEAD
 NN0797'WEST AND NORTH ON STATE ROUTE NO. 7 FOR 8.6 MILES TO WHERE
 NN0797'STATE ROUTE NO. 7 TURNS NORTH AND A SIDE ROAD ON THE LEFT,
 NN0797'HERE TURN SHARP LEFT AND GO SOUTH FOR 0.2 OF A MILE ON A DIRT
 NN0797'ROAD, TURN RIGHT AND GO WEST FOR 0.65 OF A MILE TO A RANCH
 NN0797'HOME, HERE TURN LEFT AND GO SOUTH THROUGH THE RANCH YARD TO
 NN0797'A WIRE GATE JUST SOUTH OF A WINDMILL AND THE AZIMUTH MARK ON
 NN0797'THE RIGHT AS DESCRIBED, PASS THROUGH WIRE GATE AND GO SOUTH
 NN0797'ABOUT 0.05 OF A MILE TO ANOTHER WIRE GATE, PASS THROUGH
 NN0797'WIRE GATE AND FOLLOW A TRACK ROAD SOUTHWEST FOR 0.3 OF A
 NN0797'MILE, HERE LEAVE TRACK ROAD AND BEAR TO THE RIGHT ACROSS
 NN0797'PASTURE FOR 0.1 OF A MILE TO THE HIGHEST POINT AND THE
 NN0797'STATION AS DESCRIBED.
 NN0797'
 NN0797'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0797
 NN0797                          STATION RECOVERY (1968)
 NN0797
 NN0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NN0797'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 NN0797'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NN0797'THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 NN0797'
 NN0797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183
 NN0797'AND STATE HIGHWAY 12 IN SPRINGVIEW, GO WEST ON STATE HIGHWAY
 NN0797'12 FOR 4.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 NN0797'AND WEST ON A GRAVELED ROAD FOR 7.6 MILES TO A POINT WHERE
 NN0797'THE MAIN ROAD TURNS NORTH.  CONTINUE WEST ON A TRACK ROAD FOR
 NN0797'0.05 MILE TO A DIRT ROAD.  TURN LEFT AND GO SOUTH ON A DIRT ROAD
 NN0797'FOR 0.15 MILE TO A PRIVATE DRIVE ON THE RIGHT.  TURN RIGHT
 NN0797'AND GO WEST ON THE PRIVATE DRIVE FOR 0.65 MILE TO A RANCH
 NN0797'HOME.  HERE TURN LEFT AND GO SOUTH THROUGH RANCH YARD TO A
 NN0797'WIRE GATE SOUTH OF OLD WINDMILL SITE AND THE AZIMUTH MARK
 NN0797'ON THE RIGHT.  PASS THROUGH THE GATE AND GO SOUTH FOR 0.05
 NN0797'MILE.  TURN RIGHT AND GO SOUTHWEST OF A TRACK ROAD FOR 0.3
 NN0797'MILE, THE LEAVE THE TRACK ROAD AND BEAR THE THE RIGHT
 NN0797'ACROSS PASTURE FOR 0.1 MILE TO THE HIGHEST POINT OF HILL
 NN0797'AND THE STATION.
 NN0797'
 NN0797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2
 NN0797'MILES ESE OF NORDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2110 ***********************************************************************
 MK2110  DESIGNATION -  LINWOOD
 MK2110  PID         -  MK2110
 MK2110  STATE/COUNTY-  NE/BUTLER
 MK2110  USGS QUAD   -  ROGERS (1968)
 MK2110
 MK2110                         *CURRENT SURVEY CONTROL
 MK2110  ___________________________________________________________________
 MK2110* NAD 83(1995)-  41 23 33.69740(N)    096 54 37.71568(W)     ADJUSTED  
 MK2110* NAVD 88     -       501.     (meters)    1644.     (feet)  SCALED    
 MK2110  ___________________________________________________________________
 MK2110  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 MK2110  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 MK2110
 MK2110  HORZ ORDER  -  FIRST
 MK2110
 MK2110.The horizontal coordinates were established by classical geodetic methods
 MK2110.and adjusted by the National Geodetic Survey in August 1997..
 MK2110
 MK2110.The orthometric height was scaled from a topographic map.
 MK2110
 MK2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2110
 MK2110.The geoid height was determined by GEOID03.
 MK2110
 MK2110;                    North         East     Units Scale Factor Converg.
 MK2110;SPC NE       -   177,743.004   758,246.056   MT  0.99966054   +2 02 50.7
 MK2110;UTM  14      - 4,584,458.012   674,689.925   MT  0.99997557   +1 22 55.1
 MK2110
 MK2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2110!SPC NE       -   0.99992549  x   0.99966054  =   0.99958605
 MK2110!UTM  14      -   0.99992549  x   0.99997557  =   0.99990106
 MK2110
 MK2110|---------------------------------------------------------------------|
 MK2110| PID    Reference Object                     Distance      Geod. Az  |
 MK2110|                                                           dddmmss.s |
 MK2110| CL7324 LINWOOD RM 1                                       06938     |
 MK2110| CL7327 LINWOOD RM 4                        233.910 METERS 12954     |
 MK2110| MK1861 DAVID CITY STACK                    APPROX.23.2 KM 2284553.7 |
 MK2110| MK1863 DAVID CITY TANK                     APPROX.23.3 KM 2284847.8 |
 MK2110| MK1897 NORTHWESTERN PUB SERV CO S TWR      APPROX.28.9 KM 2680223.0 |
 MK2110| MK1900 NORTHWESTERN PUB SERV CO N TWR      APPROX.28.7 KM 2693423.8 |
 MK2110| MK1898 COLUMBUS MUNICIPAL TANK             APPROX.37.9 KM 2755506.1 |
 MK2110| MK1857 SCHUYLER WELL ABBOTT NIEMAN TK      APPROX.14.1 KM 2961754.2 |
 MK2110| MK1859 SCHUYLER STANDPIPE                  APPROX.13.9 KM 2971926.5 |
 MK2110| MK1860 SCHUYLER SMOKESTACK                 APPROX.13.9 KM 2972139.8 |
 MK2110| MK1858 SCHUYLER CITY LT AND PWR STK        APPROX.13.9 KM 2972441.7 |
 MK2110| MK0895 LINWOOD AZ MK                                      3045454.3 |
 MK2110| CL7326 LINWOOD RM 3                        192.985 METERS 33208     |
 MK2110| CL7325 LINWOOD RM 2                                       33548     |
 MK2110|---------------------------------------------------------------------|
 MK2110
 MK2110                          SUPERSEDED SURVEY CONTROL
 MK2110
 MK2110  NAD 83(1986)-  41 23 33.70566(N)    096 54 37.71702(W) AD(       ) 1
 MK2110  NAD 27      -  41 23 33.67685(N)    096 54 36.60461(W) AD(       ) 1
 MK2110
 MK2110.Superseded values are not recommended for survey control.
 MK2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2110.See file dsdata.txt to determine how the superseded data were derived.
 MK2110
 MK2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7469084458(NAD 83)
 MK2110_MARKER: DS = TRIANGULATION STATION DISK
 MK2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2110
 MK2110  HISTORY     - Date     Condition        Report By
 MK2110  HISTORY     - 1930     MONUMENTED       CGS
 MK2110  HISTORY     - 1935     GOOD             NEGS
 MK2110  HISTORY     - 1935     GOOD             CGS
 MK2110  HISTORY     - 1941     GOOD             CGS
 MK2110  HISTORY     - 1959     GOOD             CGS
 MK2110  HISTORY     - 1961     GOOD             CGS
 MK2110  HISTORY     - 1967     GOOD             USGS
 MK2110  HISTORY     - 1970     GOOD             NGS
 MK2110
 MK2110                          STATION DESCRIPTION
 MK2110
 MK2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK2110'THIS STATION IS ABOUT 1-3/4 MILES SE OF LINWOOD IN NE 1/4
 MK2110'SEC. 1, T 16 N, R 4 E, ON LAND OWNED BY ANTON TRAVNICEK WHO
 MK2110'LIVES ABOUT 1/2 MILE W OF STATION.  IT IS ON THE HIGHEST
 MK2110'POINT IN THE CULTIVATED FIELD, 26.71 METERS S OF THE CENTER
 MK2110'LINE OF THE WINDING ROAD, WHICH RUNS E AND W.
 MK2110'
 MK2110'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK2110'DISKS SET IN CONCRETE.
 MK2110'
 MK2110'REFERENCE MARK NO. 2 IS 19.35 METERS FROM THE CENTER LINE OF
 MK2110'THE WINDING ROAD (E) AND ON THE N FENCE LINE.  REFERENCE MARK
 MK2110'NO. 1 IS 6.00 METERS E FROM THE CENTER LINE OF THE WINDING
 MK2110'ROAD AND 0.7 METER S OF N FENCE LINE.
 MK2110'
 MK2110'TO REACH FROM LINWOOD GO S FROM YELLOW BANK BUILDING ABOUT
 MK2110'1/3 MILE AND THEN TURN E 1/3 MILE.  TURN S ABOUT 3/4 MILE
 MK2110'AND THEN E ABOUT 0.2 MILE.  THEN TURN S AND FOLLOW MAIN ROAD
 MK2110'ABOUT 0.8 MILE TO TOP OF HILL AND THE STATION IS S OF THIS
 MK2110'ROAD.
 MK2110'
 MK2110'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 MK2110
 MK2110                          STATION RECOVERY (1935)
 MK2110
 MK2110'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK2110'STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE UPPER MARK
 MK2110'IS ABOUT 10 INCHES BELOW SURFACE OF THE GROUND.
 MK2110'
 MK2110'THE STATION WAS FOUND TO BE CORRECTLY DESCRIBED EXCEPT THAT IT IS
 MK2110'ABOUT 150 FEET NW OF THE HIGHEST POINT IN THE CULTIVATED FIELD.
 MK2110'ALSO, IT IS ABOUT 20 FEET E OF A POINT IN LINE WITH A N
 MK2110'AND S FENCE ABOUT 1/4 MILE N OF THE STATION.
 MK2110'
 MK2110'REFERENCE MARK NO. 1 IS AT FENCE LINE AT THE POINT WHERE
 MK2110'A STRAIGHT ROAD FROM THE E CURVES SW AROUND THE HEAD OF A GULLY,
 MK2110'ABOUT 0.3 MILE NE OF THE STATION, AND 19 FEET N OF THE CENTER
 MK2110'LINE OF THE ROAD.  REFERENCE MARK NO. 2 IS ABOUT 0.1 MILE NNW
 MK2110'OF THE STATION, 80 FEET NE OF A CURVE IN THE ROAD WHERE A
 MK2110'STRAIGHT ROAD FROM THE W TURNS SE AROUND THE HEAD OF A GULLY,
 MK2110'ABOUT 30 FEET NE OF FENCE CORNER, AND ABOUT 100 FEET W OF THE
 MK2110'NEAREST TREES IN THE GULLY.  REFERENCE MARK NO. 1 AND
 MK2110'REFERENCE MARK NO. 2 ARE ON AN E AND W LINE.
 MK2110'
 MK2110'SCHUYLER PURITAN FLOUR MILLS, TANK IS VISIBLE FROM THE GROUND
 MK2110'AT THE STATION.
 MK2110
 MK2110                          STATION RECOVERY (1935)
 MK2110
 MK2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK2110'STATION IS ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND,
 MK2110'INSCRIBED LINWOOD 1930.  RECOVERED IN EXCELLENT CONDITION.
 MK2110'
 MK2110'REFERENCE MARK NO. 1 (1930) IS APPROXIMATELY 0.3 MILE ESE
 MK2110'OF STATION, 6.0 METERS N OF CENTER LINE OF WINDING ROAD, ON
 MK2110'E-W FENCE LINE, PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE
 MK2110'OF THE GROUND.  RECOVERED IN EXCELLENT CONDITION.  REFERENCE
 MK2110'MARK NO. 2 (1930) IS APPROXIMATELY 650 FEET NNW OF STATION
 MK2110'19.3 METERS N OF CENTER LINE OF WINDING ROAD, IN CULTIVATED
 MK2110'FIELD.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 MK2110'GROUND.  RECOVERED IN EXCELLENT CONDITION.  REFERENCE MARK
 MK2110'NO. 3 (1935) IS 631.2 FEET NNW OF STATION, 13 METERS N OF
 MK2110'CENTER LINE OF WINDING ROAD, ON E-W FENCE LINE.  MARK
 MK2110'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 MK2110'
 MK2110'AZIMUTH MARK IS APPROXIMATELY 1.5 MILES NW OF STATION, 31
 MK2110'METERS E AND 9.3 METERS N OF RAILROAD CROSSING, 9.3 METERS
 MK2110'N OF CENTER LINE OF E-W GRAVELED ROAD, ON E-W FENCE LINE,
 MK2110'PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 MK2110'MARK WHICH IS A STANDARD BRONZE DISK IN CONCRETE AS DESCRIBED
 MK2110'IS INSCRIBED LINDWOOD AZI. 1935.
 MK2110'
 MK2110'REACHED FROM LINWOOD (YELLOW BANK BUILDING) BY GOING S FOR
 MK2110'0.35 MILE, TURN RIGHT (W) ON GRAVELED ROAD FOR 0.4 MILE
 MK2110'TO MARK ON RIGHT.
 MK2110
 MK2110                          STATION RECOVERY (1941)
 MK2110
 MK2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HLW)
 MK2110'REFERENCE MARK 2 HAS BEEN REMOVED.  REFERENCE MARKS 1 AND 3
 MK2110'HAVE NOT BEEN DISTURBED AND ROAD OPERATIONS IN THIS LOCATION
 MK2110'WILL NOT DISTURB THE MARKS.
 MK2110'
 MK2110'THE MONUMENTS ARE LOCATED BETWEEN SEC. 1, T. 16 N., R. 4 E.
 MK2110'AND SEC. 36, T. 17 N., R. 4 E.
 MK2110
 MK2110                          STATION RECOVERY (1959)
 MK2110
 MK2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 MK2110'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 MK2110'CONDITION AS WAS REFERENCE MARK NO. 3 (1935) AND THE AZIMUTH
 MK2110'MARK.  REFERENCE MARKS NO. 1 AND NO. 2 HAD BEEN DESTROYED.
 MK2110'REFERENCE MARK NO. 4 WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 MK2110'FOLLOWS.
 MK2110'
 MK2110'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE SMALL TOWN
 MK2110'OF LINWOOD IN THE NE 1/4 OF SEC. 1, T 16 N, R 4 E ON LAND
 MK2110'OWNED BY ED TRAVNICEK WHO LIVES ABOUT 1/2 MILE WEST OF THE
 MK2110'STATION.  THE MARK IS ON HIGH GROUND ABOUT 600 FEET SOUTH OF AN
 MK2110'EAST-WEST GRADED ROAD AND ABOUT 600 FEET WEST OF A NORTH-SOUTH
 MK2110'GRADED ROAD AND ABOUT 20 FEET EAST OF A POINT IN LINE WITH A
 MK2110'NORTH-SOUTH FENCE ABOUT 1/4 MILE NORTH OF STATION.  THERE
 MK2110'IS A TEMPORARY STEEL POST FENCE RUNNING NORTH AND SOUTH OVER
 MK2110'THE TOP OF HILL AND THE MARK IS 25 FEET WEST OF THE FENCE
 MK2110'AND 35 FEET SOUTHWEST OF THE ONLY WOOD POST IN THIS FENCE.
 MK2110'THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND
 MK2110'THE DISK IS STAMPED LINWOOD 1930.
 MK2110'
 MK2110'REFERENCE MARK NO. 3 IS 631.2 FEET NORTH-NORTHWEST OF THE
 MK2110'STATION, 35 FEET NORTH OF THE CENTER OF AN EAST-WEST GRADED
 MK2110'ROAD AND 1 FOOT SOUTH OF A FENCE ON A HIGH BANK AT A DEEP
 MK2110'CUT IN THE ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MK2110'IS STAMPED LINWOOD NO 3 1935.
 MK2110'
 MK2110'REFERENCE MARK NO. 4 IS 788.80 FEET SOUTHEAST OF THE STATION
 MK2110'AT THE NORTH EDGE OF A FIELD ENTRANCE, 33 FEET WEST OF THE
 MK2110'CENTER OF A NORTH-SOUTH GRADED ROAD.  THE MARK IS FLUSH WITH
 MK2110'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED LINWOOD NO
 MK2110'4 1930.
 MK2110'
 MK2110'AZIMUTH MARK IS 2.0 MILES NORTHWEST OF THE STATION, 100 FEET
 MK2110'EAST OF A RAILROAD CROSSING, 32 FEET NORTH OF THE CENTER OF AN
 MK2110'EAST-WEST GRADED ROAD, 2 FEET WEST OF A WHITE WITNESS POST,
 MK2110'AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND
 MK2110'THE DISK IS STAMPED LINWOOD AZI 1935.
 MK2110'
 MK2110'TO REACH THE STATION FROM THE POST OFFICE IN LINWOOD WHICH
 MK2110'IS THE YELLOW BANK BUILDING, GO SOUTH PAST THE SCHOOL FOR 0.35
 MK2110'MILE.  TURN LEFT AND GO EAST FOR 0.3 MILE.  THEN, TURN RIGHT
 MK2110'RO SOUTH AND FOLLOW GRADED ROAD SOUTH FOR 0.7 MILE TO A T-ROAD
 MK2110'LEFT.  TURN LEFT AND GO EAST FOR 0.2 MILE.  THEN, TURN RIGHT
 MK2110'AND FOLLOW THE MAIN ROAD SOUTH AND EAST UPGRADE FOR 0.7 MILE TO
 MK2110'A DEEP CUT AND REFERENCE MARK NO. 3 ON THE LEFT.  CONTINUE EAST
 MK2110'ON GRADED ROAD FOR 0.15 MILE TO A T-ROAD SOUTH.  TURN RIGHT
 MK2110'AND GO SOUTH FOR 0.15 MILE TO TOP OF GRADE, A FIELD ENTRANCE
 MK2110'ON THE RIGHT AND REFERENCE MARK NO. 4, AND THE STATION
 MK2110'788.80 FEET NORTHWEST ACROSS THE FIELD AS DESCRIBED.
 MK2110'
 MK2110'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN LINWOOD
 MK2110'(YELLOW BANK BUILDING), GO SOUTH PAST SCHOOL FOR 0.35 MILE.
 MK2110'TURN RIGHT AND GO WEST FOR 0.45 MILE TO A RAILROAD CROSSING
 MK2110'AND THE AZIMUTH MARK AS DESCRIBED.
 MK2110'
 MK2110'AZIMUTH MARK IS VISIBLE FROM THE STATION.
 MK2110
 MK2110                          STATION RECOVERY (1961)
 MK2110
 MK2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 MK2110'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 3 AND REFERENCE
 MK2110'MARK 4 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MK2110'A COMPLETE NEW DESCRIPTION FOLLOWS.
 MK2110'
 MK2110'THE STATION IS 2 MILES SOUTHEAST OF LINWOOD, ON LAND OWNED
 MK2110'BY MR. ED TRAVNICEK WHO RESIDES 1/2 MILE WEST OF THE STATION.
 MK2110'THE STATION IS ON THE HIGHEST PART OF A NORTH-SOUTH CULTIVATED
 MK2110'RIDGE, ABOUT 700 FEET WEST OF A NORTH-SOUTH DIRT ROAD AND
 MK2110'ABOUT 600 FEET SOUTH OF AN EAST-WEST DIRT ROAD.  THE MARK IS
 MK2110'12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 MK2110'STAMPED, LINWOOD 1930.
 MK2110'
 MK2110'REFERENCE MARK 3, A STANDARD DISK STAMPED LINWOOD NO 3 1935,
 MK2110'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT PROJECTING
 MK2110'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 39.0 FEET
 MK2110'NORTH OF THE CENTER OF THE EAST-WEST DIRT ROAD, 3.0 FEET
 MK2110'NORTH OF A DEEP CUT-BANK AND 1.0 FOOT SOUTH OF OF THE NORTH
 MK2110'RIGHT-OF-WAY FENCE.
 MK2110'
 MK2110'REFERENCE MARK 4, A STANDARD DISK STAMPED LINWOOD NO 4 1930,
 MK2110'IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 MK2110'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 31.0 FEET WEST
 MK2110'OF THE CENTER OF THE NORTH-SOUTH ROAD, 6.0 FEET NORTH OF THE
 MK2110'CENTER OF AN ENTRANCE DRIVE LEADING INTO THE FIELD AND 4.9
 MK2110'FEET SOUTH OF THE NORTH GATE POST.
 MK2110'
 MK2110'THE AZIMUTH MARK, A STANDARD DISK STAMPED LINWOOD 1935, IS
 MK2110'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT PROJECTING
 MK2110'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 77.0 FEET EAST OF THE
 MK2110'EAST RAIL OF RAILROAD TRACKS, 29.0 FEET NORTH OF THE CENTER
 MK2110'OF A DIRT ROAD, 8.0 FEET SOUTH OF A POWERLINE POLE AND 2.0
 MK2110'FEET WEST OF A WHITE 4 X 4 INCH WOODEN WITNESS POST.
 MK2110'
 MK2110'TO REACH THE STATION FROM THE POST OFFICE IN LINWOOD, DRIVE
 MK2110'SOUTH ON THE DIRT ROAD FOR 0.35 MILE TO A T-ROAD INTERSECTION.
 MK2110'TURN LEFT AND DRIVE EAST FOR 0.35 MILE TO A CROSS ROAD.  TURN
 MK2110'RIGHT AND CONTINUE SOUTH FOR 0.7 MILE TO A SIDE ROAD ON THE
 MK2110'LEFT.  TURN LEFT AND DRIVE EAST FOR 0.25 MILE TO A Y-FORK.
 MK2110'KEEP THE RIGHT FORK FOR 0.35 MILE TO THE HOME OF MR. ED
 MK2110'TRAVNICEK ON THE RIGHT.  CONTINUE EAST FOR 0.55 MILE TO A SIDE
 MK2110'ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, FOR 0.2 MILE TO A
 MK2110'GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND
 MK2110'DRIVE NORTHWEST ACROSS THE FIELD FOR 0.15 MILE TO THE
 MK2110'HIGHEST POINT AND THE STATION.
 MK2110'
 MK2110'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN LINWOOD,
 MK2110'DRIVE SOUTH ON THE DIRT ROAD FOR 0.35 MILE TO THE T-ROAD
 MK2110'INTERSECTION.  TURN RIGHT AND CONTINUE WEST FOR 0.45 MILE TO
 MK2110'THE MARK ON THE RIGHT.
 MK2110
 MK2110                          STATION RECOVERY (1967)
 MK2110
 MK2110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2110'REF. MARK NO. 3 IS DESTROYED.  OTHERWISE, THE DESCRIPTION IS
 MK2110'ADEQUATE.
 MK2110
 MK2110                          STATION RECOVERY (1970)
 MK2110
 MK2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MK2110'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO.
 MK2110'4, AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 MK2110'AND FOUND IN GOOD CONDITION.  THE 1961 DESCRIPTION WAS
 MK2110'FOUND ADEQUATE FOR RECOVERY.
 MK2110'
 MK2110'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 MK2110'
 MK2110'A METAL WITNESS POST WAS SET 5 FEET NORTH OF REFERENCE MARK
 MK2110'NO. 4
 MK2110'
 MK2110'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 MK2110'MILES SOUTHEAST OF LINWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0895 ***********************************************************************
 MK0895  DESIGNATION -  LINWOOD AZ MK
 MK0895  PID         -  MK0895
 MK0895  STATE/COUNTY-  NE/BUTLER
 MK0895  USGS QUAD   -  ROGERS (1968)
 MK0895
 MK0895                         *CURRENT SURVEY CONTROL
 MK0895  ___________________________________________________________________
 MK0895* NAD 83(1986)-  41 24 32.     (N)    096 56 25.     (W)     SCALED    
 MK0895* NAVD 88     -       408.444  (meters)    1340.04   (feet)  ADJUSTED  
 MK0895  ___________________________________________________________________
 MK0895  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 MK0895  DYNAMIC HT  -         408.268 (meters)    1339.46  (feet)  COMP
 MK0895  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 MK0895
 MK0895  VERT ORDER  -  SECOND    CLASS 0
 MK0895
 MK0895.The horizontal coordinates were scaled from a topographic map and have
 MK0895.an estimated accuracy of +/- 6 seconds.
 MK0895
 MK0895.The orthometric height was determined by differential leveling
 MK0895.and adjusted by the National Geodetic Survey in June 1991..
 MK0895
 MK0895.The geoid height was determined by GEOID03.
 MK0895
 MK0895.The dynamic height is computed by dividing the NAVD 88
 MK0895.geopotential number by the normal gravity value computed on the
 MK0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0895.degrees latitude (g = 980.6199 gals.).
 MK0895
 MK0895.The modeled gravity was interpolated from observed gravity values.
 MK0895
 MK0895;                    North         East    Units  Estimated Accuracy
 MK0895;SPC NE       -   179,450.      755,690.      MT  (+/- 180 meters Scaled)
 MK0895
 MK0895                          SUPERSEDED SURVEY CONTROL
 MK0895
 MK0895  NGVD 29 (??/??/92)  408.284  (m)         1339.51   (f) ADJ UNCH    2 0
 MK0895
 MK0895.Superseded values are not recommended for survey control.
 MK0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0895.See file dsdata.txt to determine how the superseded data were derived.
 MK0895
 MK0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL721861(NAD 83)
 MK0895_MARKER: DZ = AZIMUTH MARK DISK
 MK0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0895_STAMPING: LINWOOD 1935
 MK0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0895+STABILITY: SURFACE MOTION
 MK0895
 MK0895  HISTORY     - Date     Condition        Report By
 MK0895  HISTORY     - 1935     MONUMENTED       CGS
 MK0895  HISTORY     - 1950     GOOD             NGS
 MK0895  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0895
 MK0895                          STATION DESCRIPTION
 MK0895
 MK0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0895'0.8 MI SW FROM LINWOOD.
 MK0895'0.4 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0895'LINWOOD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, 71 FEET
 MK0895'SOUTHEAST OF THE SOUTHEAST RAIL OF THE CHICAGO AND NORTH WESTERN
 MK0895'RAILROAD, 30 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 MK0895'ROAD, 34 FEET EAST OF A FENCE CORNER, 10 FEET EAST OF A TELEPHONE
 MK0895'POLE, 1.3 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST,
 MK0895'SET IN THE TOP OF A CONCRETE POST.
 MK0895
 MK0895                          STATION RECOVERY (1966)
 MK0895
 MK0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1024 ***********************************************************************
 LG1024  DESIGNATION -  LIPPS
 LG1024  PID         -  LG1024
 LG1024  STATE/COUNTY-  NE/PAWNEE
 LG1024  USGS QUAD   -  LIBERTY SE (1965)
 LG1024
 LG1024                         *CURRENT SURVEY CONTROL
 LG1024  ___________________________________________________________________
 LG1024* NAD 83(1995)-  40 06 38.28863(N)    096 21 00.69585(W)     ADJUSTED  
 LG1024* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 LG1024  ___________________________________________________________________
 LG1024  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 LG1024  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 LG1024
 LG1024  HORZ ORDER  -  SECOND
 LG1024
 LG1024.The horizontal coordinates were established by classical geodetic methods
 LG1024.and adjusted by the National Geodetic Survey in August 1997..
 LG1024
 LG1024.The orthometric height was scaled from a topographic map.
 LG1024
 LG1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1024
 LG1024.The geoid height was determined by GEOID03.
 LG1024
 LG1024;                    North         East     Units Scale Factor Converg.
 LG1024;SPC NE       -    37,357.050   811,060.092   MT  0.99995183   +2 25 07.4
 LG1024;SPC KS N     -   198,596.374   540,657.720   MT  1.00006951   +1 02 37.9
 LG1024;UTM  14      - 4,443,402.611   725,835.078   MT  1.00022789   +1 42 28.4
 LG1024
 LG1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1024!SPC NE       -   0.99993379  x   0.99995183  =   0.99988562
 LG1024!SPC KS N     -   0.99993379  x   1.00006951  =   1.00000329
 LG1024!UTM  14      -   0.99993379  x   1.00022789  =   1.00016166
 LG1024
 LG1024:                Primary Azimuth Mark                     Grid Az
 LG1024:SPC NE       -  BURCHARD MUNICIPAL STANDPIPE             000 07 26.7
 LG1024:SPC KS N     -  BURCHARD MUNICIPAL STANDPIPE             001 29 56.2
 LG1024:UTM  14      -  BURCHARD MUNICIPAL STANDPIPE             000 50 05.7
 LG1024
 LG1024|---------------------------------------------------------------------|
 LG1024| PID    Reference Object                     Distance      Geod. Az  |
 LG1024|                                                           dddmmss.s |
 LG1024| LG1018 BURCHARD MUNICIPAL STANDPIPE        APPROX. 4.6 KM 0023234.1 |
 LG1024| CL7328 LIPPS AZ MK                                        0990618.6 |
 LG1024| CL7329 LIPPS RM 1                           20.803 METERS 17509     |
 LG1024| LG1025 LIPPS 2                              31.675 METERS 24731     |
 LG1024| CL7330 LIPPS RM 2                           18.105 METERS 26744     |
 LG1024|---------------------------------------------------------------------|
 LG1024
 LG1024                          SUPERSEDED SURVEY CONTROL
 LG1024
 LG1024  NAD 83(1986)-  40 06 38.29451(N)    096 21 00.69251(W) AD(       ) 2
 LG1024  NAD 27      -  40 06 38.29100(N)    096 20 59.64500(W) AD(       ) 2
 LG1024
 LG1024.Superseded values are not recommended for survey control.
 LG1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1024.See file dsdata.txt to determine how the superseded data were derived.
 LG1024
 LG1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2583543403(NAD 83)
 LG1024_MARKER: DS = TRIANGULATION STATION DISK
 LG1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1024
 LG1024  HISTORY     - Date     Condition        Report By
 LG1024  HISTORY     - 1947     MONUMENTED       CGS
 LG1024  HISTORY     - 1959     GOOD             CGS
 LG1024
 LG1024                          STATION DESCRIPTION
 LG1024
 LG1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1024'THE STATION IS ABOUT 7.5 MILES NORTH OF THE KANSAS-NEBRASKA
 LG1024'STATE LINE, 2.5 MILES SOUTH OF BURCHARD, IN THE NORTHWEST
 LG1024'CORNER OF A TRIANGLE FORMED BY STATE HIGHWAYS 4 AND 65, 208 FEET
 LG1024'SOUTH OF THE INTERSECTION OF STATE HIGHWAYS 4 AND 65, 202 FEET
 LG1024'NORTH OF THE INTERSECTION OF A CROSSROAD, 60 FEET WEST OF THE
 LG1024'CENTER OF STATE HIGHWAY 4 AND 32 FEET EAST OF THE CENTER OF
 LG1024'STATE HIGHWAY 65.  IT IS STAMPED LIPPS 1947 AND IS SET FLUSH.
 LG1024'
 LG1024'REFERENCE MARK NO. 1 IS 135.5 FEET NORTH-NORTHEAST OF THE
 LG1024'INTERSECTION OF A CROSSROAD, 46.4 FEET NORTH OF A POWER LINE
 LG1024'POLE AND 37.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 65.
 LG1024'IT IS STAMPED LIPPS NO 1 1947 AND IS SET FLUSH.
 LG1024'
 LG1024'REFERENCE MARK NO. 2 IS 27 FEET WEST OF THE CENTER OF STATE
 LG1024'HIGHWAY 65, 15.5 FEET NORTH OF A TELEPHONE POLE, 2.3 FEET SOUTH
 LG1024'OF A 4 X 4 INCH WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH
 LG1024'FENCE.  IT IS STAMPED LIPPS NO 2 1947 AND PROJECTS 5 INCHES.
 LG1024'
 LG1024'AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 4,
 LG1024'7 FEET EAST OF THE CENTER OF A FARM LANE, 2.4 FEET WEST OF A
 LG1024'4 X 4 INCH WITNESS POST AND 1.4 FEET NORTH OF A FENCE POST.
 LG1024'IT IS STAMPED LIPPS 1947 AND PROJECTS 6 INCHES.
 LG1024'
 LG1024'TO REACH THE STATION FROM BURCHARD, GO SOUTH FOR 2.4 MILES TO
 LG1024'THE TRIANGLE FORMED BY THE JUNCTION OF STATE HIGHWAYS 4 AND 65
 LG1024'AND THE STATION AS DESCRIBED.
 LG1024'
 LG1024'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON STATE
 LG1024'HIGHWAY 4 FOR 0.3 MILE AND THE MARK ON THE LEFT.
 LG1024'
 LG1024'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1024
 LG1024                          STATION RECOVERY (1959)
 LG1024
 LG1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG1024'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1024'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD BEEN
 LG1024'DISPLACED BY ROAD MACHINERY.  ROAD CONSTRUCTION WILL DESTROY
 LG1024'THE STATION AND BOTH REFERENCE MARKS, SO THEY WERE MOVED.
 LG1024'FOR DETAILS, SEE THE DESCRIPTION OF LIPPS 2 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1025 ***********************************************************************
 LG1025  DESIGNATION -  LIPPS 2
 LG1025  PID         -  LG1025
 LG1025  STATE/COUNTY-  NE/PAWNEE
 LG1025  USGS QUAD   -  LIBERTY SE (1965)
 LG1025
 LG1025                         *CURRENT SURVEY CONTROL
 LG1025  ___________________________________________________________________
 LG1025* NAD 83(1995)-  40 06 37.89599(N)    096 21 01.93174(W)     ADJUSTED  
 LG1025* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 LG1025  ___________________________________________________________________
 LG1025  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 LG1025  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 LG1025
 LG1025  HORZ ORDER  -  THIRD
 LG1025
 LG1025.The horizontal coordinates were established by classical geodetic methods
 LG1025.and adjusted by the National Geodetic Survey in August 1997..
 LG1025.No horizontal observational check was made to the station.
 LG1025
 LG1025.The orthometric height was scaled from a topographic map.
 LG1025
 LG1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1025
 LG1025.The geoid height was determined by GEOID03.
 LG1025
 LG1025;                    North         East     Units Scale Factor Converg.
 LG1025;SPC NE       -    37,343.715   811,031.362   MT  0.99995188   +2 25 06.6
 LG1025;SPC KS N     -   198,583.732   540,628.675   MT  1.00006948   +1 02 37.1
 LG1025;UTM  14      - 4,443,389.631   725,806.177   MT  1.00022773   +1 42 27.6
 LG1025
 LG1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1025!SPC NE       -   0.99993379  x   0.99995188  =   0.99988567
 LG1025!SPC KS N     -   0.99993379  x   1.00006948  =   1.00000326
 LG1025!UTM  14      -   0.99993379  x   1.00022773  =   1.00016150
 LG1025
 LG1025|---------------------------------------------------------------------|
 LG1025| PID    Reference Object                     Distance      Geod. Az  |
 LG1025|                                                           dddmmss.s |
 LG1025| LG1024 LIPPS                                31.675 METERS 06731     |
 LG1025| CL7331 LIPPS 2 RM 3                         39.676 METERS 22859     |
 LG1025| CL7332 LIPPS 2 RM 4                         51.176 METERS 28448     |
 LG1025|---------------------------------------------------------------------|
 LG1025
 LG1025                          SUPERSEDED SURVEY CONTROL
 LG1025
 LG1025  NAD 83(1986)-  40 06 37.90187(N)    096 21 01.92839(W) AD(       ) 3
 LG1025  NAD 27      -  40 06 37.89910(N)    096 21 00.88130(W) AD(       ) 3
 LG1025
 LG1025.Superseded values are not recommended for survey control.
 LG1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1025.See file dsdata.txt to determine how the superseded data were derived.
 LG1025
 LG1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2580643390(NAD 83)
 LG1025_MARKER: DS = TRIANGULATION STATION DISK
 LG1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG1025
 LG1025  HISTORY     - Date     Condition        Report By
 LG1025  HISTORY     - 1959     MONUMENTED       CGS
 LG1025  HISTORY     - 1966     GOOD             CGS
 LG1025
 LG1025                          STATION DESCRIPTION
 LG1025
 LG1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG1025'STATION IS LOCATED ABOUT 10 MILES WEST OF PAWNEE CITY, 7 AND
 LG1025'1/2 MILES NORTH OF THE KANSAS-NEBRASKA STATE LINE, AND 2 AND
 LG1025'1/2 MILES SOUTH OF BURCHARD AT THE JUNCTION OF STATE HIGHWAYS
 LG1025'4 AND 65, 62 FEET WEST OF THE CENTER OF STATE HIGHWAY 65, 54 FEET
 LG1025'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF EDGAR BLEVINS
 LG1025'FARMHOUSE, 46 FEET EAST OF THE NORTHEAST CORNER OF THE SAME
 LG1025'HOUSE, 25 FEET NORTH OF A CEDAR TREE, 25 FEET SOUTH-SOUTHEAST
 LG1025'OF AN ELM TREE, AND 15 FEET NORTH OF THE NORTH EDGE OF
 LG1025'CONCRETE SIDEWALK LEADING TO HOUSE.  THE MARK IS FLUSH WITH
 LG1025'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED LIPPS 2
 LG1025'1959.
 LG1025'
 LG1025'REFERENCE MARK NO. 3 IS AT THE SOUTHEAST CORNER OF CONCRETE
 LG1025'BOX FOR WELL, 61 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 LG1025'OF HOUSE, 18 FEET WEST OF THE WEST EDGE OF SIDEWALK, AND 12
 LG1025'FEET NORTH OF THE NORTHEAST CORNER OF GARAGE.  THE MARK IS
 LG1025'FLUSH WITH SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LG1025'LIPPS 2 NO 3 1959.
 LG1025'
 LG1025'REFERENCE MARK NO. 4 IS ALONG THE SOUTH SIDE OF CHICKEN HOUSE,
 LG1025'84 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 14 FEET
 LG1025'WEST OF THE SOUTHEAST CORNER OF CHICKEN HOUSE, AND 5 FEET WEST
 LG1025'OF CHICKEN HOUSE DOOR.  THE MARK IS FLUSH WITH THE SURFACE
 LG1025'OF THE GROUND AND THE DISK IS STAMPED LIPPS 2 NO 4 1959.
 LG1025'
 LG1025'THERE IS NO AZIMUTH MARK.
 LG1025'
 LG1025'TO REACH THE STATION FROM THE RAILROAD CROSSING IN BURCHARD,
 LG1025'GO SOUTH ON STATE HIGHWAYS 4 AND 65 FOR 2.5 MILES TO THE
 LG1025'JUNCTION OF THESE SAME HIGHWAYS AND THE STATION ON THE RIGHT
 LG1025'AS DESCRIBED.
 LG1025'
 LG1025'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG1025
 LG1025                          STATION RECOVERY (1966)
 LG1025
 LG1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1025'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LG1025'CONDITION.  THE DESCRIPTION OF THE MARKS WERE CORRECT EXCEPT THAT
 LG1025'THE DIRECTION TO R.M. NO. 3 IS SOUTHWEST OF THE STATION.  THE
 LG1025'STATION IS 2.5 MILES SOUTH OF BURCHARD, NEBR. AND IS NEAR THE
 LG1025'JUNCTION OF STATE HIGHWAYS 4 AND 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0508 ***********************************************************************
 MN0508  DESIGNATION -  LISCO
 MN0508  PID         -  MN0508
 MN0508  STATE/COUNTY-  NE/GARDEN
 MN0508  USGS QUAD   -  RICHARDSON LAKE (1971)
 MN0508
 MN0508                         *CURRENT SURVEY CONTROL
 MN0508  ___________________________________________________________________
 MN0508* NAD 83(1995)-  41 37 39.63631(N)    102 36 24.65000(W)     ADJUSTED  
 MN0508* NAVD 88     -      1266.     (meters)    4154.     (feet)  SCALED    
 MN0508  ___________________________________________________________________
 MN0508  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 MN0508  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 MN0508
 MN0508  HORZ ORDER  -  FIRST
 MN0508
 MN0508.The horizontal coordinates were established by classical geodetic methods
 MN0508.and adjusted by the National Geodetic Survey in August 1997..
 MN0508
 MN0508.The orthometric height was scaled from a topographic map.
 MN0508
 MN0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0508
 MN0508.The geoid height was determined by GEOID03.
 MN0508
 MN0508;                    North         East     Units Scale Factor Converg.
 MN0508;SPC NE       -   202,491.215   282,872.870   MT  0.99966085   -1 43 39.2
 MN0508;UTM  13      - 4,611,205.453   699,353.274   MT  1.00008908   +1 35 24.9
 MN0508
 MN0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0508!SPC NE       -   0.99980461  x   0.99966085  =   0.99946552
 MN0508!UTM  13      -   0.99980461  x   1.00008908  =   0.99989367
 MN0508
 MN0508|---------------------------------------------------------------------|
 MN0508| PID    Reference Object                     Distance      Geod. Az  |
 MN0508|                                                           dddmmss.s |
 MN0508| CP7634 LISCO RM 1                           37.854 METERS 01908     |
 MN0508| MN0502 DALTON MUNICIPAL TANK               APPROX.39.2 KM 2313206.4 |
 MN0508| CP7635 LISCO RM 2                           21.400 METERS 28239     |
 MN0508| CP7636 LISCO RM 3 AZIMUTH                                 2864301.7 |
 MN0508|---------------------------------------------------------------------|
 MN0508
 MN0508                          SUPERSEDED SURVEY CONTROL
 MN0508
 MN0508  NAD 83(1995)-  41 37 39.63609(N)    102 36 24.65055(W) AD(       ) 1
 MN0508  NAD 83(1986)-  41 37 39.63368(N)    102 36 24.65377(W) AD(       ) 1
 MN0508  NAD 27      -  41 37 39.71600(N)    102 36 22.93500(W) AD(       ) 1
 MN0508
 MN0508.Superseded values are not recommended for survey control.
 MN0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0508.See file dsdata.txt to determine how the superseded data were derived.
 MN0508
 MN0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG9935311205(NAD 83)
 MN0508_MARKER: DS = TRIANGULATION STATION DISK
 MN0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0508
 MN0508  HISTORY     - Date     Condition        Report By
 MN0508  HISTORY     - 1933     MONUMENTED       CGS
 MN0508  HISTORY     - 1946     GOOD             CGS
 MN0508
 MN0508                          STATION DESCRIPTION
 MN0508
 MN0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0508'ABOUT 8-1/2 MILES NORTH OF LISCO, ON THE NORTHERLY END OF A
 MN0508'PROMINENT SAND HILL IN SOUTHEAST QUARTER SEC. 10, T. 19 N.,
 MN0508'R. 46 W., ON PASTURE LAND OWNED BY RUBE LISCO, OF LISCO, AND
 MN0508'LEASED BY H.A. HARRIS.
 MN0508'
 MN0508'REACHED FROM LISCO VIA U.S. HIGHWAY 26, WEST 0.25 MILE TO ROAD
 MN0508'LEADING NORTH.  FOLLOW ROAD NORTH 0.55 MILE TO OPEN AIR
 MN0508'SUB-STATION (AFTER A SHORT DISTANCE THIS ROAD TURNS EAST).
 MN0508'AT SUB-STATION TURN NORTH AND FOLLOW ROAD 7.2 MILES TO T-ROAD
 MN0508'AT WILLIAMS SCHOOL.  TURN WEST 1.0 MILE, THEN NORTH 1.0 MILE
 MN0508'TO THE HARRIS HOUSE.  TURN EAST ON TRAIL IN FRONT OF HOUSE,
 MN0508'AND FOLLOW EAST KEEPING ALONG NORTH SIDE OF FENCE 0.25 MILE
 MN0508'TO GATE IN SOUTHWEST CORNER OF A FIELD.  KEEP EAST ALONG SOUTH
 MN0508'EDGE OF THIS FIELD TO GATE INTO PASTURE IN SOUTHEAST CORNER.
 MN0508'PASS THROUGH GATE AND FOLLOW FENCE EAST ABOUT 200 YARDS,
 MN0508'THENCE BEAR TO LEFT AND FOLLOW UP MAIN RIDGE WHICH CIRCLES
 MN0508'BACK TO FENCE, THEN FOLLOW CLOSE TO FENCE TO AN OPEN
 MN0508'VALLEY WITH SINK CROSSED BY FENCE.  CROSS VALLEY ON RIDGE
 MN0508'NORTH OF SINK AND BEAR SOUTHEAST ACROSS SLOPE ABOUT 200
 MN0508'YARDS TO SUMMIT, THENCE NORTHWEST UP POINT OF RIDGE 100 YARDS
 MN0508'TO STATION.  TOTAL DISTANCE FROM THE HARRIS HOUSE IS 1.7
 MN0508'MILES.  STATION IS AT SOUTHEAST POINT OF NORTH SUMMIT OF
 MN0508'CHAIN OF SAND HILLS, APPROXIMATELY 140 YARDS NORTH OF
 MN0508'EAST-WEST FENCE, BETWEEN SECTIONS 10 AND 15, 200 YARDS
 MN0508'NORTHEAST OF A LARGE SINK.
 MN0508'
 MN0508'REFERENCE MARK NO. 1 IS NORTH OF STATION ON SLIGHT SWELL IN
 MN0508'GROUND.
 MN0508'
 MN0508'REFERENCE MARK NO. 2 IS WEST OF STATION.
 MN0508'
 MN0508'REFERENCE MARK NO. 3 IS WEST-NORTHWEST OF STATION IN FENCE
 MN0508'LINE.
 MN0508'
 MN0508'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.15 METERS.
 MN0508
 MN0508                          STATION RECOVERY (1946)
 MN0508
 MN0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0508'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION. AN
 MN0508'ERROR OF APPROXIMATELY TWO MINUTES WAS FOUND IN THE ANGLE
 MN0508'BETWEEN THE REFERENCE MARKS.  DESCRIPTION FOLLOWS--
 MN0508'
 MN0508'LOCATED ABOUT 8-1/2 MILES NORTH OF LISCO ON THE NORTHERLY
 MN0508'END OF A PROMINENT SAND HILL AND 0.15 MILE NORTH OF A WIRE
 MN0508'FENCE.  IT IS STAMPED LISCO 1933 AND PROJECTS 18 INCHES.
 MN0508'
 MN0508'REFERENCE MARK NO. 1 IS ABOUT 4 FEET LOWER THAN THE STATION.
 MN0508'IT IS STAMPED LISCO NO 1 1933 AND PROJECTS 2 INCHES.
 MN0508'
 MN0508'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 MN0508'IT IS STAMPED LISCO NO 2 1933 AND PROJECTS 4 INCHES.
 MN0508'
 MN0508'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 0.2 MILE NORTH OF
 MN0508'A FENCE CORNER, 80 PACES SOUTH OF A TRACK ROAD AND 2 FEET
 MN0508'WEST OF A CATTLE TRAIL.  IT IS STAMPED LISCO NO 3 1933 AND
 MN0508'PROJECTS 10 INCHES.
 MN0508'
 MN0508'TO REACH THE STATION FROM THE JUNCTION OF THE NORTH END OF
 MN0508'THE MAIN STREET (LISCO) AND U.S. HIGHWAY NO. 26, GO WEST ON
 MN0508'NO. 26 FOR 0.2 MILE.  THEN RIGHT, NORTH, ON A GRADED DIRT
 MN0508'ROAD FOR 0.55 MILE TO AN OPEN AIR SUB-STATION.  THEN RIGHT,
 MN0508'NORTH, FOR 7.2 MILES TO A SCHOOL HOUSE ON THE RIGHT.  THEN
 MN0508'LEFT, WEST, FOR 1.0 MILE.  THEN RIGHT, NORTH, FOR 1.0 MILE
 MN0508'TO A DESERTED FARM YARD.  TURN RIGHT, LEAVING THE GRADED
 MN0508'DIRT ROAD, PASSING ON THE NORTH SIDE OF A FOUNDATION FOR
 MN0508'A HOUSE AND FOLLOW A TRACK ROAD FOR 0.3 MILE TO A WIRE GATE.
 MN0508'THEN PASS THROUGH THE GATE, CONTINUE FOR 0.4 MILE TO A FORK.
 MN0508'THEN RIGHT FORK, EASTERLY, FOR 0.15 MILE TO A CATTLE TRAIL
 MN0508'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY FOR
 MN0508'0.4 MILE TO THE END OF THE ROAD AT A WINDMILL.  THEN BEAR
 MN0508'RIGHT AND FOLLOW CATTLE TRAILS EASTERLY AND ON THE CREST
 MN0508'OF THE RIDGE FOR 0.7 MILE TO THE HIGHEST POINT AND THE
 MN0508'STATION.
 MN0508'
 MN0508'HEIGHT OF STAND--1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1147 ***********************************************************************
 ML1147  DESIGNATION -  LITCHFIELD
 ML1147  PID         -  ML1147
 ML1147  STATE/COUNTY-  NE/CUSTER
 ML1147  USGS QUAD   -  LITCHFIELD (1951)
 ML1147
 ML1147                         *CURRENT SURVEY CONTROL
 ML1147  ___________________________________________________________________
 ML1147* NAD 83(1995)-  41 14 06.86575(N)    099 14 07.81382(W)     ADJUSTED  
 ML1147* NAVD 88     -       719.3    (meters)    2360.     (feet)  VERTCON   
 ML1147  ___________________________________________________________________
 ML1147  X           -    -770,997.072 (meters)                     COMP
 ML1147  Y           -  -4,741,660.859 (meters)                     COMP
 ML1147  Z           -   4,182,563.219 (meters)                     COMP
 ML1147  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 ML1147  ELLIP HEIGHT-         695.65  (meters)          (06/27/02) GPS OBS
 ML1147  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 ML1147
 ML1147  HORZ ORDER  -  SECOND
 ML1147  ELLP ORDER  -  FOURTH    CLASS I
 ML1147
 ML1147.The horizontal coordinates were established by classical geodetic methods
 ML1147.and adjusted by the National Geodetic Survey in August 1997..
 ML1147
 ML1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1147
 ML1147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML1147
 ML1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1147
 ML1147.The ellipsoidal height was determined by GPS observations
 ML1147.and is referenced to NAD 83.
 ML1147
 ML1147.The geoid height was determined by GEOID03.
 ML1147
 ML1147;                    North         East     Units Scale Factor Converg.
 ML1147;SPC NE       -   155,930.787   564,069.790   MT  0.99966969   +0 30 23.9
 ML1147;UTM  14      - 4,564,898.257   480,264.346   MT  0.99960479   -0 09 18.8
 ML1147
 ML1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1147!SPC NE       -   0.99989090  x   0.99966969  =   0.99956062
 ML1147!UTM  14      -   0.99989090  x   0.99960479  =   0.99949573
 ML1147
 ML1147|---------------------------------------------------------------------|
 ML1147| PID    Reference Object                     Distance      Geod. Az  |
 ML1147|                                                           dddmmss.s |
 ML1147| ML1188 LITCHFIELD RM 1                      13.070 METERS 19845     |
 ML1147| ML1150 MASON CITY MUNICIPAL STANDPIPE      APPROX. 5.8 KM 2541631.5 |
 ML1147| ML1186 LITCHFIELD AZ MK 2                  APPROX. 0.7 KM 2654355.1 |
 ML1147| ML1190 LITCHFIELD AZ MK                                   2665550.8 |
 ML1147| ML1189 LITCHFIELD RM 2                      13.274 METERS 29112     |
 ML1147|---------------------------------------------------------------------|
 ML1147
 ML1147                          SUPERSEDED SURVEY CONTROL
 ML1147
 ML1147  ELLIP H (08/18/97)  695.72   (m)                       GP(       ) 4 1
 ML1147  NAD 83(1986)-  41 14 06.87397(N)    099 14 07.81827(W) AD(       ) 2
 ML1147  NAD 27      -  41 14 06.84300(N)    099 14 06.47700(W) AD(       ) 2
 ML1147  NGVD 29 (02/23/90)  719.0    (m)         2359.     (f) GPS OBS        
 ML1147
 ML1147.Superseded values are not recommended for survey control.
 ML1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1147.See file dsdata.txt to determine how the superseded data were derived.
 ML1147
 ML1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8026464898(NAD 83)
 ML1147_MARKER: DS = TRIANGULATION STATION DISK
 ML1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1147_SP_SET: CONCRETE POST
 ML1147_STAMPING: LITCHFIELD 1951
 ML1147_MARK LOGO: CGS   
 ML1147_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1147+STABILITY: SURFACE MOTION
 ML1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1147+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1989
 ML1147
 ML1147  HISTORY     - Date     Condition        Report By
 ML1147  HISTORY     - 1951     MONUMENTED       CGS
 ML1147  HISTORY     - 1951     GOOD             CGS
 ML1147  HISTORY     - 19890517 GOOD             NGS
 ML1147
 ML1147                          STATION DESCRIPTION
 ML1147
 ML1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1147'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH-NORTHEAST OF MASON
 ML1147'CITY AND ABOUT 5 MILES NORTHWEST OF LITCHFIELD, ON THE NORTH
 ML1147'RIGHT-OF-WAY OF AN EAST-WEST DIRT ROAD.  IT IS 21 FEET NORTH
 ML1147'OF THE CENTERLINE OF AN EAST-WEST ROAD, 5 FEET SOUTH OF AN
 ML1147'EAST-WEST FENCE LINE AND 5 FEET SOUTH OF A WITNESS POST.
 ML1147'IT IS STAMPED LITCHFIELD 1951 AND PROJECTS 2 INCHES.
 ML1147'
 ML1147'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE CENTER OF AN
 ML1147'EAST-WEST DIRT ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 ML1147'IT IS STAMPED LITCHFIELD NO 1 1951 AND PROJECTS 6 INCHES.
 ML1147'
 ML1147'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF THE CENTERLINE OF
 ML1147'AN EAST-WEST DIRT ROAD AND 6 FEET SOUTH OF AN EAST-WEST FENCE
 ML1147'LINE.  IT IS STAMPED LITCHFIELD NO 2 1951 AND PROJECTS 4 INCHES.
 ML1147'
 ML1147'THE AZIMUTH MARK IS 21 FEET NORTH OF THE CENTERLINE OF AN
 ML1147'EAST-WEST DIRT ROAD, 4 FEET SOUTH OF AN EAST-WEST FENCE LINE,
 ML1147'2 FEET EAST OF A TELEPHONE POLE AND 1.5 FEET EAST OF A WITNESS
 ML1147'POST.  IT IS STAMPED LITCHFIELD 1951 AND PROJECTS 4 INCHES.
 ML1147'
 ML1147'TO REACH THE STATION FROM THE POST OFFICE IN MASON CITY GO
 ML1147'NORTH FOR 0.25 MILE TO A T ROAD RIGHT, TURN RIGHT, EAST, AND
 ML1147'GO 1.4 MILE TO A FORK, TAKE RIGHT FORK FOR 1.7 MILE TO A T
 ML1147'ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO THE AZIMUTH
 ML1147'MARK ON THE LEFT AND DESCRIBED.  CONTINUE EAST, FOR 0.5 MILE
 ML1147'TO THE STATION ON THE LEFT AS DESCRIBED.
 ML1147'
 ML1147'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ML1147
 ML1147                          STATION RECOVERY (1951)
 ML1147
 ML1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 ML1147'RECOVERED IN GOOD CONDITION.
 ML1147
 ML1147                          STATION RECOVERY (1989)
 ML1147
 ML1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ML1147'THE STATION IS LOCATED ABOUT 10.1 KM (6.30 MI) NORTHWEST OF
 ML1147'LITCHFIELD, 5.05 KM (3.15 MI) EAST-NORTHEAST OF MASON CITY, 0.37 KM
 ML1147'(0.25 MI) WEST OF THE CUSTER-SHERMAN COUNTY LINE, ALONG THE
 ML1147'RIGHT-OF-WAY OF A WINDING SECTION LINE ROAD.  OWNERSHIP--CUSTER
 ML1147'COUNTY.
 ML1147'TO REACH THE STATION FROM THE U.S. POST OFFICE (FARMERS BANK BUILDING)
 ML1147'IN MASON CITY, GO NORTH ON THE MAIN STREET, CROSSING STATE ROUTE 2
 ML1147'THEN RAIROAD TRACKS FOR 0.85 KM (0.55 MI) TO A GRAVEL ROAD ON THE
 ML1147'RIGHT.  TURN RIGHT AND GO EAST ON THE HOMEWARD TRAIL ROAD FOR 2.37 KM
 ML1147'(1.45 MI) TO A ROAD ON THE RIGHT AT THE TOP OF A RIDGE.  TURN RIGHT
 ML1147'AND GO EAST FOR 2.70 KM (1.70 MI) TO A ROAD ON THE LEFT.  CONTINUE
 ML1147'EAST FOR 0.72 KM (0.45 MI) TO WHERE THE MAIN ROAD TURNS LEFT.
 ML1147'CONTINUE EAST ON A WINDING TRACK ROAD FOR 0.49 KM (0.30 MI) TO THE TOP
 ML1147'OF A GRADE AND THE STATION ON THE LEFT, 0.5 M (1.6 FT) HIGHER THAN THE
 ML1147'ROAD.
 ML1147'THE STATION MARK IS SET 7.8 M (25.6 FT) NORTH OF THE TRACK ROAD
 ML1147'CENTER, 1.6 M (5.2 FT) SOUTH OF A WOODEN WITNESS POST IN A FENCELINE,
 ML1147'0.5 M (1.6 FT) EAST OF A FIBERGLASS WITNESS POST AND PROJECTS 1 CM
 ML1147'ABOVE THE SURFACE.
 ML1147'DESCRIBED BY G.R.HEID, EDITED BY E.A.RICE.
 ML1147'NOTE=THE TRACK ROAD LEADING O THE MARK IS VERY SUSCEPTIBLE TO EROSION.
 ML1147'CARE MUST BE TAKEN TO AVOID RUTTING THE TRACK ROAD WHEN WET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1186 ***********************************************************************
 ML1186  DESIGNATION -  LITCHFIELD AZ MK 2
 ML1186  PID         -  ML1186
 ML1186  STATE/COUNTY-  NE/CUSTER
 ML1186  USGS QUAD   -  LITCHFIELD (1951)
 ML1186
 ML1186                         *CURRENT SURVEY CONTROL
 ML1186  ___________________________________________________________________
 ML1186* NAD 83(1995)-  41 14 05.19175(N)    099 14 37.50947(W)     ADJUSTED  
 ML1186* NAVD 88     -       692.6    (meters)    2272.     (feet)  VERTCON   
 ML1186  ___________________________________________________________________
 ML1186  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 ML1186  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 ML1186
 ML1186  HORZ ORDER  -  THIRD
 ML1186
 ML1186.The horizontal coordinates were established by classical geodetic methods
 ML1186.and adjusted by the National Geodetic Survey in August 1997..
 ML1186
 ML1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1186
 ML1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1186
 ML1186.The geoid height was determined by GEOID03.
 ML1186
 ML1186;                    North         East     Units Scale Factor Converg.
 ML1186;SPC NE       -   155,873.084   563,378.956   MT  0.99966973   +0 30 04.2
 ML1186;UTM  14      - 4,564,848.541   479,572.937   MT  0.99960514   -0 09 38.4
 ML1186
 ML1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1186!SPC NE       -   0.99989508  x   0.99966973  =   0.99956485
 ML1186!UTM  14      -   0.99989508  x   0.99960514  =   0.99950026
 ML1186
 ML1186                          SUPERSEDED SURVEY CONTROL
 ML1186
 ML1186  NAD 83(1986)-  41 14 05.19992(N)    099 14 37.51391(W) AD(       ) 3
 ML1186  NGVD 29 (02/23/90)  692.3    (m)         2271.     (f) VERT ANG       
 ML1186
 ML1186.Superseded values are not recommended for survey control.
 ML1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1186.See file dsdata.txt to determine how the superseded data were derived.
 ML1186
 ML1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7957364849(NAD 83)
 ML1186_MARKER: DS = TRIANGULATION STATION DISK
 ML1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1186_SP_SET: CONCRETE POST
 ML1186_STAMPING: LITCHFIELD 1951 N0 2 1986
 ML1186_MARK LOGO: NGS   
 ML1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1186+STABILITY: SURFACE MOTION
 ML1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1186+SATELLITE: SATELLITE OBSERVATIONS - 1986
 ML1186
 ML1186  HISTORY     - Date     Condition        Report By
 ML1186  HISTORY     - 1986     MONUMENTED       NGS
 ML1186
 ML1186                          STATION DESCRIPTION
 ML1186
 ML1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 ML1186'THE STATION IS LOCATED ABOUT 8.8 KM (5.45 MI) NORTHWEST FROM
 ML1186'LITCHFIELD, 5.2 KM (3.25 MI) NORTHEAST OF MASON CITY AND ON THE SOUTH
 ML1186'RIGHT-OF-WAY OF A GRADED COUNTY ROAD.  OWNERSHIP-CUSTER COUNTY, CUSTER
 ML1186'COUNTY SURVEYOR, BROKEN BOW, NEBRASKA 68822.  TLEPHONE 308 872 6925.
 ML1186'TO REACH THE STATION FROM THEMASON CITY POST OFFICE, GO NORTH ON MAIN
 ML1186'STREET FOR 0.08 KM (0.05 MI) TO STATE HIGHWAY 2.  TURN RIGHT AND GO
 ML1186'EAST ON THE HIGHWAY FOR 3.46 KM (2.15 MI) TO A GRADED CROSSROAD.  TURN
 ML1186'LRFT AND GO NORTH ON THE GRADED ROAD FOR 1.61 KM (1.00 MI) TO A
 ML1186'CROSSROAD ROAD.  TURN RIGHT AND GO EAST ON A GRADED ROAD FOR 1.61 KM
 ML1186'(1.00 MI) TO THE STATION ON THE RIGHT.
 ML1186'THE MARKS ARE 8.96 M (29.4 FT) WEST FROM A POWER POLE, 8.38 M
 ML1186'(27.5 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 0.82 M (2.7 FT) EAST
 ML1186'FROM A 4X4 INCH WOODEN POST AND 0.76 M (2.5 FT) NORTH FROM A WITNESS
 ML1186'POST SET IN A FENCE LINE.  THE UNDERGROUND MARK IS 0.91 M (3.0 FT)
 ML1186'BELOW THR GROUND SURFACE AND THE SURFACE MARK PROJECTS 0.15 M
 ML1186'(0.5 FT) ABOVE THE GROUND SURFACE.
 ML1186'DESCRIBED BY J.A. ODUM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1148 ***********************************************************************
 ML1148  DESIGNATION -  LITCHFIELD MUNICIPAL STANDPIPE
 ML1148  PID         -  ML1148
 ML1148  STATE/COUNTY-  NE/CUSTER
 ML1148  USGS QUAD   -  LITCHFIELD (1951)
 ML1148
 ML1148                         *CURRENT SURVEY CONTROL
 ML1148  ___________________________________________________________________
 ML1148* NAD 83(1995)-  41 09 37.76779(N)    099 09 20.57979(W)     ADJUSTED  
 ML1148* NAVD 88     -                                                        
 ML1148  ___________________________________________________________________
 ML1148  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 ML1148  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 ML1148
 ML1148  HORZ ORDER  -  THIRD
 ML1148
 ML1148.The horizontal coordinates were established by classical geodetic methods
 ML1148.and adjusted by the National Geodetic Survey in August 1997..
 ML1148
 ML1148
 ML1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1148
 ML1148.The geoid height was determined by GEOID03.
 ML1148
 ML1148;                    North         East     Units Scale Factor Converg.
 ML1148;SPC NE       -   147,694.605   570,837.318   MT  0.99967666   +0 33 34.2
 ML1148;UTM  14      - 4,556,585.024   486,935.810   MT  0.99960210   -0 06 09.0
 ML1148
 ML1148                          SUPERSEDED SURVEY CONTROL
 ML1148
 ML1148  NAD 83(1986)-  41 09 37.77524(N)    099 09 20.58265(W) AD(       ) 4
 ML1148  NAD 27      -  41 09 37.74000(N)    099 09 19.25000(W) AD(       ) 3
 ML1148
 ML1148.Superseded values are not recommended for survey control.
 ML1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1148.See file dsdata.txt to determine how the superseded data were derived.
 ML1148
 ML1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8693656585(NAD 83)
 ML1148_MARKER: 52 = STANDPIPE TANK
 ML1148
 ML1148  HISTORY     - Date     Condition        Report By
 ML1148  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1148
 ML1148                          STATION DESCRIPTION
 ML1148
 ML1148'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1382 ***********************************************************************
 LF1382  DESIGNATION -  LITTLE
 LF1382  PID         -  LF1382
 LF1382  STATE/COUNTY-  NE/RICHARDSON
 LF1382  USGS QUAD   -  HUMBOLDT SE (1965)
 LF1382
 LF1382                         *CURRENT SURVEY CONTROL
 LF1382  ___________________________________________________________________
 LF1382* NAD 83(1995)-  40 00 01.89893(N)    095 45 50.66792(W)     ADJUSTED  
 LF1382* NAVD 88     -       371.     (meters)    1217.     (feet)  SCALED    
 LF1382  ___________________________________________________________________
 LF1382  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 LF1382  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LF1382
 LF1382  HORZ ORDER  -  FIRST
 LF1382
 LF1382.The horizontal coordinates were established by classical geodetic methods
 LF1382.and adjusted by the National Geodetic Survey in August 1997..
 LF1382
 LF1382.The orthometric height was scaled from a topographic map.
 LF1382
 LF1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1382
 LF1382.The geoid height was determined by GEOID03.
 LF1382
 LF1382;                    North         East     Units Scale Factor Converg.
 LF1382;SPC NE       -    27,424.012   861,574.460   MT  0.99999976   +2 48 25.7
 LF1382;SPC KS N     -   187,445.571   590,921.546   MT  1.00004246   +1 24 52.9
 LF1382;UTM  15      - 4,431,475.778   264,045.178   MT  1.00028544   -1 46 39.2
 LF1382
 LF1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1382!SPC NE       -   0.99994653  x   0.99999976  =   0.99994629
 LF1382!SPC KS N     -   0.99994653  x   1.00004246  =   0.99998898
 LF1382!UTM  15      -   0.99994653  x   1.00028544  =   1.00023195
 LF1382
 LF1382:                Primary Azimuth Mark                     Grid Az
 LF1382:SPC NE       -  SHUBERT MUNICIPAL TANK                   011 53 26.4
 LF1382:SPC KS N     -  SHUBERT MUNICIPAL TANK                   013 16 59.2
 LF1382:UTM  15      -  SHUBERT MUNICIPAL TANK                   016 28 31.3
 LF1382
 LF1382|---------------------------------------------------------------------|
 LF1382| PID    Reference Object                     Distance      Geod. Az  |
 LF1382|                                                           dddmmss.s |
 LF1382| LF1377 SHUBERT MUNICIPAL TANK              APPROX.27.3 KM 0144152.1 |
 LF1382| LF1375 SALEM MUNICIPAL TANK                APPROX. 9.0 KM 0193656.6 |
 LF1382| CL7337 LITTLE AZ MK                                       0445440.8 |
 LF1382| LF1370 FALLS CITY ST PET AND PAULS CH      APPROX.16.0 KM 0640505.7 |
 LF1382| CL7338 LITTLE RM 1                          38.945 METERS 11325     |
 LF1382| KE1265 HIAWATHA MUNICIPAL TANK             APPROX.25.7 KM 1310102.0 |
 LF1382| KE1267 MORRILL MUNICIPAL TANK              APPROX. 9.5 KM 1424956.9 |
 LF1382| KE1275 SEBETHA CITY L AND P BRICK STK      APPROX.11.1 KM 1973149.2 |
 LF1382| CL7339 LITTLE RM 2                          26.450 METERS 23458     |
 LF1382| LF1379 DAWSON MUNICIPAL TANK               APPROX.16.1 KM 3392826.7 |
 LF1382|---------------------------------------------------------------------|
 LF1382
 LF1382                          SUPERSEDED SURVEY CONTROL
 LF1382
 LF1382  NAD 83(1986)-  40 00 01.90612(N)    095 45 50.66427(W) AD(       ) 1
 LF1382  NAD 27      -  40 00 01.90100(N)    095 45 49.70800(W) AD(       ) 1
 LF1382
 LF1382.Superseded values are not recommended for survey control.
 LF1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1382.See file dsdata.txt to determine how the superseded data were derived.
 LF1382
 LF1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6404531476(NAD 83)
 LF1382_MARKER: DD = SURVEY DISK
 LF1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1382_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LF1382
 LF1382  HISTORY     - Date     Condition        Report By
 LF1382  HISTORY     - 1934     MONUMENTED       CGS
 LF1382  HISTORY     - 1945     GOOD             CGS
 LF1382
 LF1382                          STATION DESCRIPTION
 LF1382
 LF1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1382'STATION IS LOCATED ABOUT 9 MILES N AND E OF SABETHA, KANSAS, AND
 LF1382'11 MILES S AND E OF DAWSON, IN SW 1/4 SE. 32, T. 1 N., R. 15 E.
 LF1382'
 LF1382'TO REACH FROM SABETHA, GO N ON U.S. HIGHWAY 75 FROM THE CENTER
 LF1382'OF TOWN 7 MILES TO BOUNDARY ROAD (END OF PAVEMENT), THENCE E 2.15
 LF1382'MILES TO TOP OF RISE AND STATION.  MARK IS 25 FEET N OF CENTER
 LF1382'LINE OF BOUNDARY ROAD, 58 FEET N OF 12-INCH COTTONWOOD TREE
 LF1382'(TRIANGULAR-BLAZED), AND IN E-W HEDGE FENCE WHICH SEPARATES ROAD
 LF1382'FROM CULTIVATED FIELD.
 LF1382'
 LF1382'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 LF1382'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 LF1382'
 LF1382'REFERENCE MARK 1 IS 38.945 METERS (127.77 FEET) SE OF STATION
 LF1382'ON OPPOSITE SIDE, 25 FEET S OF BOUNDARY ROAD, AND 5 FEET N OF S
 LF1382'RIGHT-OF-WAY FENCE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 LF1382'CONCRETE POST.
 LF1382'
 LF1382'REFERENCE MARK 2 IS 26.450 METERS (86.78 FEET) SW OF STATION ON
 LF1382'OPPOSITE SIDE, 25 FEET S OF BOUNDARY ROAD, AND 8.5 FEET N OF S
 LF1382'RIGHT-OF-WAY FENCE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF
 LF1382'A CONCRETE POST.
 LF1382'
 LF1382'AZIMUTH MARK IS 0.3 MILE NE OF STATION.  IT IS REACHED BY GOING
 LF1382'E FROM STATION 0.2 MILE, THENCE N 0.2 MILE TO GATE IN W FENCE.
 LF1382'MARK IS SET ABOUT 95 PACES W OF GATE SET IN E-W FENCE LINE AND
 LF1382'8 FEET E OF W FENCE CORNER.  IT IS A BRONZE DISK SET IN TOP
 LF1382'OF A CONCRETE POST.
 LF1382'
 LF1382'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LF1382
 LF1382                          STATION RECOVERY (1945)
 LF1382
 LF1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1382'STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934.  ALL MARKS
 LF1382'WERE FOUND TO BE IN GOOD CONDITION.  ALL DISTANCES TO THE REFERENCE
 LF1382'MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE COMPLETE
 LF1382'DESCRIPTION FOLLOWS-
 LF1382'
 LF1382'STATION IS LOCATED ABOUT 9 MILES NE OF SABETHA, KANSAS, AND 11
 LF1382'MILES SE OF DAWSON, ON THE N SIDE OF KANSAS-NEBRASKA STATE LINE
 LF1382'ROAD.  IT IS 25 FEET N OF THE APPROXIMATE CENTER OF THE ROAD,
 LF1382'58 FEET N OF A TRIANGULAR BLAZE ON AN 18-INCH COTTONWOOD, AND 3
 LF1382'FEET E OF A STANDARD WITNESS POST.  THE DISK IS STAMPED LITTLE
 LF1382'1934 AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 LF1382'
 LF1382'THE STATION, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 LF1382'BRONZE DISKS SET IN CONCRETE.
 LF1382'
 LF1382'REFERENCE MARK 1 IS 38.945 METERS (127.77 FEET) SE OF THE
 LF1382'STATION, ON THE KANSAS SIDE OF THE ROAD.  IT IS 25 FEET S OF
 LF1382'THE APPROXIMATE CENTER OF THE ROAD AND 7 FEET N OF THE S
 LF1382'RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED LITTLE NO 1 1934
 LF1382'AND PROJECTS ABOUT 4 INCHES.
 LF1382'
 LF1382'REFERENCE MARK 2 IS 26.450 METERS (86.78 FEET) SW OF THE
 LF1382'STATION, ON THE KANSAS SIDE OF THE ROAD.  IT IS 25 FEET S OF
 LF1382'THE APPROXIMATE CENTER OF THE ROAD AND 8.5 FEET N OF THE S
 LF1382'RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED LITTLE NO 2 1934
 LF1382'AND PROJECTS ABOUT 4 INCHES.
 LF1382'
 LF1382'AZIMUTH MARK IS ABOUT 0.3 MILE NE OF THE STATION, ON LAND OWNED
 LF1382'BY J.O. LITTLE.  IT IS 72.5 FEET W OF A FENCE CORNER AND 156 FEET
 LF1382'W OF THE APPROXIMATE CENTER OF THE LANE.  THE DISK IS STAMPED
 LF1382'LITTLE AZI 1934 AND IS FLUSH WITH THE GROUND.
 LF1382'
 LF1382'TO REACH THE STATION FROM DAWSON, GO S ON U.S. HIGHWAY 75 FOR
 LF1382'10 MILES TO KANSAS-NEBRASKA STATE LINE ROAD, TURN LEFT AND GO
 LF1382'E ON STATE LINE ROAD FOR 2.2 MILES TO THE STATION ON THE LEFT.
 LF1382'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A LANE LEADING TO THE
 LF1382'LITTLE FARM, TURN LEFT INTO LANE AND GO 0.2 MILE TO A GATE JUST
 LF1382'BEFORE REACHING THE LITTLE HOUSE AND THE AZIMUTH MARK ON THE
 LF1382'LEFT.
 LF1382'
 LF1382'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1230 ***********************************************************************
 LG1230  SACS        -  This is a Secondary Airport Control Station.
 LG1230  DESIGNATION -  LITTLE BLUE
 LG1230  PID         -  LG1230
 LG1230  STATE/COUNTY-  NE/THAYER
 LG1230  USGS QUAD   -  HEBRON (1980)
 LG1230
 LG1230                         *CURRENT SURVEY CONTROL
 LG1230  ___________________________________________________________________
 LG1230* NAD 83(1995)-  40 09 04.73857(N)    097 35 08.66128(W)     ADJUSTED  
 LG1230* NAVD 88     -       446.00   (meters)    1463.3    (feet)  GPS OBS   
 LG1230  ___________________________________________________________________
 LG1230  X           -    -644,499.126 (meters)                     COMP
 LG1230  Y           -  -4,839,484.251 (meters)                     COMP
 LG1230  Z           -   4,091,112.417 (meters)                     COMP
 LG1230  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 LG1230  ELLIP HEIGHT-         419.31  (meters)          (01/02/02) GPS OBS
 LG1230  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 LG1230
 LG1230  HORZ ORDER  -  FIRST
 LG1230  ELLP ORDER  -  FOURTH    CLASS I
 LG1230
 LG1230.This mark is at Hebron Municipal Airport (HJH)
 LG1230
 LG1230.The horizontal coordinates were established by GPS observations
 LG1230.and adjusted by the National Geodetic Survey in September 1998..
 LG1230
 LG1230.The orthometric height was determined by GPS observations and a
 LG1230.high-resolution geoid model.
 LG1230
 LG1230.GPS derived orthometric heights for airport stations designated as
 LG1230.PACS or SACS are published to 2 decimal places.  This maintains
 LG1230.centimeter relative accuracy between the PACS and SACS.  It does
 LG1230.not indicate centimeter accuracy relative to other marks which are
 LG1230.part of the NAVD 88 network.
 LG1230
 LG1230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1230
 LG1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1230
 LG1230.The ellipsoidal height was determined by GPS observations
 LG1230.and is referenced to NAD 83.
 LG1230
 LG1230.The geoid height was determined by GEOID03.
 LG1230
 LG1230;                    North         East     Units Scale Factor Converg.
 LG1230;SPC NE       -    38,178.943   705,667.157   MT  0.99993503   +1 35 59.7
 LG1230;UTM  14      - 4,445,510.768   620,456.070   MT  0.99977862   +0 54 43.3
 LG1230
 LG1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1230!SPC NE       -   0.99993422  x   0.99993503  =   0.99986926
 LG1230!UTM  14      -   0.99993422  x   0.99977862  =   0.99971286
 LG1230
 LG1230:                Primary Azimuth Mark                     Grid Az
 LG1230:SPC NE       -  LITTLE BLUE AZ MK                        306 10 01.7
 LG1230:UTM  14      -  LITTLE BLUE AZ MK                        306 51 18.1
 LG1230
 LG1230|---------------------------------------------------------------------|
 LG1230| PID    Reference Object                     Distance      Geod. Az  |
 LG1230|                                                           dddmmss.s |
 LG1230| LG1231 LITTLE BLUE AZ MK                   APPROX. 0.7 KM 3074601.4 |
 LG1230|---------------------------------------------------------------------|
 LG1230
 LG1230                          SUPERSEDED SURVEY CONTROL
 LG1230
 LG1230  ELLIP H (09/17/98)  419.38   (m)                       GP(       ) 4 1
 LG1230  NAD 83(1995)-  40 09 04.73793(N)    097 35 08.66228(W) AD(       ) 1
 LG1230  ELLIP H (08/18/97)  419.33   (m)                       GP(       ) 4 1
 LG1230  NAD 83(1986)-  40 09 04.74490(N)    097 35 08.65958(W) AD(       ) 1
 LG1230  NGVD 29 (02/23/90)  445.8    (m)         1463.     (f) GPS OBS        
 LG1230
 LG1230.Superseded values are not recommended for survey control.
 LG1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1230.See file dsdata.txt to determine how the superseded data were derived.
 LG1230
 LG1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2045645511(NAD 83)
 LG1230_MARKER: I = METAL ROD
 LG1230_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1230_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1230_STAMPING: LITTLE BLUE 1989
 LG1230_MARK LOGO: NGS   
 LG1230_PROJECTION: FLUSH
 LG1230_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1230+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1997
 LG1230_ROD/PIPE-DEPTH: 13.3 meters
 LG1230_SLEEVE-DEPTH  : 0.95 meters
 LG1230
 LG1230  HISTORY     - Date     Condition        Report By
 LG1230  HISTORY     - 1989     MONUMENTED       NGS
 LG1230  HISTORY     - 19900915 GOOD             NGS
 LG1230  HISTORY     - 19950515 GOOD             NGS
 LG1230  HISTORY     - 19970527 GOOD             NGS
 LG1230
 LG1230                          STATION DESCRIPTION
 LG1230
 LG1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1230'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF HEBRON, AT THE
 LG1230'HEBRON MUNICIPAL AIRPORT, AT THE JUNCTION OF A RAMP AND RUNWAY 12-30.
 LG1230'OWNERSHIP--HEBRON AIRPORT AUTHORITY, BOX 256, HEBRON, NEBRASKA 68370.
 LG1230'THE AIRPORT AUTHORITY PRESIDENT IS LAVON BOHLING, TELEPHONE
 LG1230'402-768-7286.  OTHER MEMBERS ARE DUANE VORDERFTRASSE AT 402-768-7155
 LG1230'OR RAYMOND MEITH AT 402-768-6231.
 LG1230'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 136,
 LG1230'ABOUT 2.4 KM (1.50 MI) SOUTH-SOUTHEAST OF HEBRON, GO WEST ON U.S.
 LG1230'HIGHWAYS 81 AND 136 FOR 0.8 KM (0.50 MI) TO THE AIRPORT ENTRANCE ON
 LG1230'THE RIGHT. TURN RIGHT AND GO NORTH FOR 0.25 KM (0.15 MI) TO THE OFFICE
 LG1230'AND HANGAR ON THE LEFT.  BEAR LEFT AND GO NORTHWEST ON AN APRON, THEN
 LG1230'A RAMP FOR 0.25 KM (0.15 MI) TO RUNWAY 12-30 AND THE STATION ON THE
 LG1230'RIGHT.
 LG1230'THE STATION MARK IS SET 18.0 M (59.1 FT) EAST-SOUTHEAST OF THE
 LG1230'APPROXIMATE RAMP CENTER, 16.6 M (54.5 FT) SOUTH-SOUTHWEST OF THE
 LG1230'RUNWAY CENTERLINE AND 9.4 M (30.8 FT) SOUTH OF THE CURVED PAVEMENT
 LG1230'EDGE AND ON LINE WITH 2 RAMP LIGHTS.
 LG1230'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1230'DESCRIBED BY R.D. BALL.
 LG1230
 LG1230                          STATION RECOVERY (1990)
 LG1230
 LG1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (RAH)
 LG1230'THE STATION IS LOCATED ON HEBRON MUNI AIRPORT NEXT TO THE TAXIWAY
 LG1230'LEADING FROM THE RAMP.  THE STATION IS 62.5 FT (19.1 M) SOUTHEAST OF
 LG1230'THE TAXIWAY CENTERLINE, 26.7 FT (8.1 M) SOUTHEAST OF THE FIRST TXY LT
 LG1230'SOUTHWEST OF THE RUNWAY AND ALONG THE TAXIWAY, 6.7 FT (2.0 M)
 LG1230'SOUTHWEST OF THE SOUTHWESTERLY OF TWO TAXIWAY LIGHTS, 54.0 FT (16.5 M)
 LG1230'SOUTHWEST OF THE CENTERLINE OF THE RUNWAY, AND 37.8 FT (11.5 M)
 LG1230'NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTH EAST OF THE TAXIWAY/RUNWAY
 LG1230'INTERSECTION.  THE STATION IS A STAINLESS STEEL ROD SET IN THE CENTER
 LG1230'OF A 5 INCH LOGO CAP, WHICH IS STAMPED LITTLE BLUE 1989 AND IS
 LG1230'RECESSED BENEATH THE CAP 0.2 FT (6.1 CM) NOTE, 1-METER PVC SLEEVE
 LG1230'AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 LG1230
 LG1230                          STATION RECOVERY (1995)
 LG1230
 LG1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1230'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF GILEAD, 1.0 MI
 LG1230'(1.6 KM) SOUTH OF HEBRON AND AT THE HEBRON MUNICIPAL AIRPORT.
 LG1230'OWNERSHIP--HEBRON AIRPORT AUTHORITY, BOX 256, HEBRON NE 68370,
 LG1230'MANAGER, RAYMOND MIETH, PHONE (308) 768-6231.  TO REACH THE STATION
 LG1230'FROM THE JUNCTION OF U.S. HIGHWAYS 81 NORTH AND 136 SOUTH OF HEBRON),
 LG1230'GO WEST ON U.S. HIGHWAYS 81/136 FOR 0.4 MI (0.6 KM) TO A GRAVEL ROAD
 LG1230'RIGHT, TURN RIGHT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.15
 LG1230'MI (0.24 KM) TO A FORK, BEAR RIGHT AND GO NORTHEAST THEN
 LG1230'NORTH-NORTHWEST ON THE APRON FOR 0.1 MI (0.2 KM) TO A CONNECTOR
 LG1230'TAXIWAY RIGHT, TURN RIGHT AND GO NORTH-NORTHEAST ON THE CONNECTOR
 LG1230'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY AHEAD AND THE STATION ON
 LG1230'THE RIGHT.  THE STATION IS 64.7 FT (19.7 M) EAST-SOUTHEAST OF THE
 LG1230'CONNECTOR TAXIWAY CENTER, 54.3 FT (16.6 M) SOUTH-SOUTHWEST OF THE
 LG1230'RUNWAY CENTER, 37.7 FT (11.5 M) WEST OF THE FIRST RUNWAY LIGHT
 LG1230'SOUTHEAST OF THE TAXIWAY AND ON LINE AND 6.3 FT (1.9 M)
 LG1230'SOUTH-SOUTHWEST OF THE MOST SOUTHERLY OF A PAIR OF TAXIWAY LIGHTS.
 LG1230'THIS STATION TO BE USED AS SACS.
 LG1230
 LG1230                          STATION RECOVERY (1997)
 LG1230
 LG1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1230'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1231 ***********************************************************************
 LG1231  SACS        -  This is a Secondary Airport Control Station.
 LG1231  DESIGNATION -  LITTLE BLUE AZ MK
 LG1231  PID         -  LG1231
 LG1231  STATE/COUNTY-  NE/THAYER
 LG1231  USGS QUAD   -  HEBRON (1980)
 LG1231
 LG1231                         *CURRENT SURVEY CONTROL
 LG1231  ___________________________________________________________________
 LG1231* NAD 83(1995)-  40 09 18.06518(N)    097 35 31.07948(W)     ADJUSTED  
 LG1231* NAVD 88     -       445.06   (meters)    1460.2    (feet)  GPS OBS   
 LG1231  ___________________________________________________________________
 LG1231  X           -    -644,989.992 (meters)                     COMP
 LG1231  Y           -  -4,839,150.706 (meters)                     COMP
 LG1231  Z           -   4,091,425.995 (meters)                     COMP
 LG1231  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 LG1231  ELLIP HEIGHT-         418.36  (meters)          (01/02/02) GPS OBS
 LG1231  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 LG1231
 LG1231  HORZ ORDER  -  FIRST
 LG1231  ELLP ORDER  -  FOURTH    CLASS I
 LG1231
 LG1231.This mark is at Hebron Municipal Airport (HJH)
 LG1231
 LG1231.The horizontal coordinates were established by GPS observations
 LG1231.and adjusted by the National Geodetic Survey in September 1998..
 LG1231
 LG1231.The orthometric height was determined by GPS observations and a
 LG1231.high-resolution geoid model.
 LG1231
 LG1231.GPS derived orthometric heights for airport stations designated as
 LG1231.PACS or SACS are published to 2 decimal places.  This maintains
 LG1231.centimeter relative accuracy between the PACS and SACS.  It does
 LG1231.not indicate centimeter accuracy relative to other marks which are
 LG1231.part of the NAVD 88 network.
 LG1231
 LG1231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1231
 LG1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1231
 LG1231.The ellipsoidal height was determined by GPS observations
 LG1231.and is referenced to NAD 83.
 LG1231
 LG1231.The geoid height was determined by GEOID03.
 LG1231
 LG1231;                    North         East     Units Scale Factor Converg.
 LG1231;SPC NE       -    38,575.005   705,125.356   MT  0.99993353   +1 35 44.9
 LG1231;UTM  14      - 4,445,913.243   619,919.147   MT  0.99977703   +0 54 29.1
 LG1231
 LG1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1231!SPC NE       -   0.99993437  x   0.99993353  =   0.99986791
 LG1231!UTM  14      -   0.99993437  x   0.99977703  =   0.99971142
 LG1231
 LG1231:                Primary Azimuth Mark                     Grid Az
 LG1231:SPC NE       -  LITTLE BLUE                              126 10 02.1
 LG1231:UTM  14      -  LITTLE BLUE                              126 51 17.9
 LG1231
 LG1231|---------------------------------------------------------------------|
 LG1231| PID    Reference Object                     Distance      Geod. Az  |
 LG1231|                                                           dddmmss.s |
 LG1231| LG1230 LITTLE BLUE                         APPROX. 0.7 KM 1274547.0 |
 LG1231|---------------------------------------------------------------------|
 LG1231
 LG1231                          SUPERSEDED SURVEY CONTROL
 LG1231
 LG1231  ELLIP H (09/17/98)  418.44   (m)                       GP(       ) 4 1
 LG1231  NAD 83(1995)-  40 09 18.06467(N)    097 35 31.08037(W) AD(       ) 3
 LG1231  ELLIP H (08/18/97)  418.39   (m)                       GP(       ) 4 1
 LG1231  NAD 83(1986)-  40 09 18.07165(N)    097 35 31.07760(W) AD(       ) 3
 LG1231  NGVD 29 (02/23/90)  444.8    (m)         1459.     (f) GPS OBS        
 LG1231
 LG1231.Superseded values are not recommended for survey control.
 LG1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1231.See file dsdata.txt to determine how the superseded data were derived.
 LG1231
 LG1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK1991945913(NAD 83)
 LG1231_MARKER: I = METAL ROD
 LG1231_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1231_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1231_STAMPING: LITTLE BLUE AZ MK 1989
 LG1231_MARK LOGO: NGS   
 LG1231_PROJECTION: FLUSH
 LG1231_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1231+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1997
 LG1231_ROD/PIPE-DEPTH: 12.1 meters
 LG1231_SLEEVE-DEPTH  : 0.95 meters
 LG1231
 LG1231  HISTORY     - Date     Condition        Report By
 LG1231  HISTORY     - 1989     MONUMENTED       NGS
 LG1231  HISTORY     - 19900915 GOOD             NGS
 LG1231  HISTORY     - 19950515 GOOD             NGS
 LG1231  HISTORY     - 19970526 GOOD             NGS
 LG1231
 LG1231                          STATION DESCRIPTION
 LG1231
 LG1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1231'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF HEBRON, AT THE
 LG1231'HEBRON MUNICIPAL AIRPORT, AT THE JUNCTION OF A TURN-AROUND AND RUNWAY
 LG1231'12-30.  OWNERSHIP--HEBRON AIRPORT AUTHORITY, BOX 256, HEBRON, NEBRASKA
 LG1231'68370.  THE AIRPORT AUTHORITY PRESIDENT IS LAVON BOHLING, TELEPHONE
 LG1231'402-768-7286.  OTHER MEMBERS ARE DUANE VORDERFTRASSE AT 402-768-7155
 LG1231'AND RAYMOND MEITH AT 402-768-6231.
 LG1231'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 136,
 LG1231'ABOUT 2.4 KM (1.50 MI) SOUTH-SOUTHEAST OF HEBRON, GO WEST ON U.S.
 LG1231'HIGHWAYS 81 AND 136 FOR 0.8 KM (0.50 MI) TO THE AIRPORT ENTRANCE ON
 LG1231'THE RIGHT. TURN RIGHT AND GO NORTH FOR 0.25 KM (0.15 MI) TO THE OFFICE
 LG1231'AND HANGAR ON THE LEFT.  BEAR LEFT AND GO NORTHWEST ON AN APRON, THEN
 LG1231'A RAMP FOR 0.25 KM (0.15 MI) TO RUNWAY 12-30.  TURN LEFT AND GO
 LG1231'NORTHWEST KEEPING TO THE SIDE OF THE RUNWAY FOR 0.64 KM (0.40 MI) TO A
 LG1231'TURN-AROUND AT RUNWAY END 12 AND THE STATION ON THE LEFT.
 LG1231'THE STATION IS 23.9 M (78.4 FT) SOUTH-SOUTHWEST OF THE RUNWAY
 LG1231'CENTERLINE, 17.7 M (58.1 FT) SOUTHEAST OF THE TURN-AROUND CENTERLINE,
 LG1231'12.0 M (39.4 FT) SOUTHWEST OF A RUNWAY LIGHT, 10.0 M (32.8 FT) SOUTH
 LG1231'OF THE CURVED PAVEMENT EDGE AND 0.5 M (1.6 FT) NORTH-NORTHEAST OF A
 LG1231'CARSONITE WITNESS POST.
 LG1231'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1231'DESCRIBED BY R.D. BALL.
 LG1231
 LG1231                          STATION RECOVERY (1990)
 LG1231
 LG1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (RAH)
 LG1231'THE STATION IS LOCATED ON THE HEBRON MUNI AIRPORT NEAR RUNWAY END 12.
 LG1231'THE STATION IS 46.0 FT (14.0 M) EAST OF THE SOUTHEAST CORNER OF A
 LG1231'CONCRETE TURNOUT/RUNUP PAD, 58.0 FT (17.7 M) FROM THE CENTER OF
 LG1231'TURNOUT AND HOLD BAR, 78.5 FT (23.9 M) SOUTHWEST OF THE CENTERLINE OF
 LG1231'THE RUNWAY, AND 39.0 FT (11.9 M) WEST OF THE FIRST RUNWAY LIGHT
 LG1231'SOUTHEAST OF THE END.  THE STATION IS A STAINLESS STEEL ROD SET IN THE
 LG1231'CENTER OF A 5 INCH LOGO CAP, WHICH IS STAMPED LITTLE BLUE AZ MK 1989
 LG1231'AND IS RECESSED 0.3 FT.  (9.1 CM) NOTE, 1-METER PVC SLEEVE AROUND ROD
 LG1231'FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 LG1231
 LG1231                          STATION RECOVERY (1995)
 LG1231
 LG1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1231'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF GILEAD, 1.0 MI
 LG1231'(1.6 KM) SOUTH OF HEBRON AND AT THE HEBRON MUNICIPAL AIRPORT.
 LG1231'OWNERSHIP--HEBRON AIRPORT AUTHORITY, BOX 256, HEBRON NE 68370,
 LG1231'MANAGER, RAYMOND MIETH, PHONE (308) 768-6231.  TO REACH THE STATION
 LG1231'FROM THE JUNCTION OF U.S. HIGHWAYS 81 NORTH AND 136 SOUTH OF HEBRON),
 LG1231'GO WEST ON U.S. HIGHWAYS 81/136 FOR 0.4 MI (0.6 KM) TO A GRAVEL ROAD
 LG1231'RIGHT, TURN RIGHT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.15
 LG1231'MI (0.24 KM) TO A FORK, BEAR RIGHT AND GO NORTHEAST THEN
 LG1231'NORTH-NORTHWEST ON THE APRON FOR 0.1 MI (0.2 KM) TO A CONNECTOR
 LG1231'TAXIWAY RIGHT, TURN RIGHT AND GO NORTH-NORTHEAST ON THE CONNECTOR
 LG1231'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY, TURN LEFT AND GO
 LG1231'WEST-NORTHWEST ON THE RUNWAY FOR 0.4 MI (0.6 KM) TO THE TURNAROUND AND
 LG1231'THE STATION ON THE LEFT.  THE STATION IS 78.7 FT (24.0 M)
 LG1231'SOUTH-SOUTHWEST OF THE RUNWAY CENTER, 30.7 FT (9.4 M) EAST-SOUTHEAST
 LG1231'OF THE EAST-SOUTHEAST EDGE OF THE CONCRETE TURNAROUND AT THE HOLD BAR
 LG1231'AND 39.2 FT (11.9 M) SOUTHWEST OF A RUNWAY LIGHT.  THIS STATION TO BE
 LG1231'USED AS SACS.
 LG1231
 LG1231                          STATION RECOVERY (1997)
 LG1231
 LG1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1231'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0452 ***********************************************************************
 LG0452  DESIGNATION -  LL 209
 LG0452  PID         -  LG0452
 LG0452  STATE/COUNTY-  NE/SALINE
 LG0452  USGS QUAD   -  FRIEND (1966)
 LG0452
 LG0452                         *CURRENT SURVEY CONTROL
 LG0452  ___________________________________________________________________
 LG0452* NAD 83(1986)-  40 38 26.     (N)    097 22 06.     (W)     SCALED    
 LG0452* NAVD 88     -       478.605  (meters)    1570.22   (feet)  ADJUSTED  
 LG0452  ___________________________________________________________________
 LG0452  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 LG0452  DYNAMIC HT  -         478.343 (meters)    1569.36  (feet)  COMP
 LG0452  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 LG0452
 LG0452  VERT ORDER  -  FIRST     CLASS II
 LG0452
 LG0452.The horizontal coordinates were scaled from a topographic map and have
 LG0452.an estimated accuracy of +/- 6 seconds.
 LG0452
 LG0452.The orthometric height was determined by differential leveling
 LG0452.and adjusted by the National Geodetic Survey in June 1991..
 LG0452
 LG0452.The geoid height was determined by GEOID03.
 LG0452
 LG0452.The dynamic height is computed by dividing the NAVD 88
 LG0452.geopotential number by the normal gravity value computed on the
 LG0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0452.degrees latitude (g = 980.6199 gals.).
 LG0452
 LG0452.The modeled gravity was interpolated from observed gravity values.
 LG0452
 LG0452;                    North         East    Units  Estimated Accuracy
 LG0452;SPC NE       -    93,010.      722,530.      MT  (+/- 180 meters Scaled)
 LG0452
 LG0452                          SUPERSEDED SURVEY CONTROL
 LG0452
 LG0452  NGVD 29 (??/??/92)  478.441  (m)         1569.69   (f) ADJ UNCH    1 2
 LG0452
 LG0452.Superseded values are not recommended for survey control.
 LG0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0452.See file dsdata.txt to determine how the superseded data were derived.
 LG0452
 LG0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL379001(NAD 83)
 LG0452_MARKER: DB = BENCH MARK DISK
 LG0452_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0452_SP_SET: HEADWALL
 LG0452_STAMPING: LL 209 1940
 LG0452_MARK LOGO: CGS   
 LG0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0452+STABILITY: SURFACE MOTION
 LG0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0452+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0452
 LG0452  HISTORY     - Date     Condition        Report By
 LG0452  HISTORY     - 1940     MONUMENTED       CGS
 LG0452  HISTORY     - 19911009 GOOD             NGS
 LG0452
 LG0452                          STATION DESCRIPTION
 LG0452
 LG0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0452'4 MI W FROM FRIEND.
 LG0452'4.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0452'FROM THE STATION AT FRIEND, SALINE COUNTY, 0.7 MILE SOUTH ALONG
 LG0452'THE SALINE-FILLMORE COUNTY-LINE ROAD, AT A DIRT-ROAD INTERSECTION,
 LG0452'20 FEET SOUTH OF THE CENTERLINE OF THE COUNTY-LINE ROAD, 21 FEET
 LG0452'SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 10 FEET NORTH OF A
 LG0452'FENCE CORNER, AT A CONCRETE CULVERT AND IN THE TOP OF THE
 LG0452'SOUTHEAST HEADWALL.  A STANDARD DISK, STAMPED LL 209 1940.
 LG0452
 LG0452                          STATION RECOVERY (1991)
 LG0452
 LG0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0452'19.6 KM (12.15 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0452'OF U.S. HIGHWAY 81 IN FAIRMONT, THENCE 1.0 KM (0.60 MI) SOUTHERLY
 LG0452'ALONG A GRAVELED ROAD, AT THE FILLMORE-SALINE COUNTY LINE, IN TOP OF
 LG0452'AND 0.5 M (1.6 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 LG0452'HEADWALL OF A CULVERT, 6.8 M (22.3 FT) SOUTH OF THE CENTER OF A
 LG0452'GRAVELED ROAD, 5.8 M (19.0 FT) EAST OF THE ROAD CENTER, AND 0.6 M
 LG0452'(2.0 FT) BELOW THE LEVEL OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0004 ***********************************************************************
 LH0004  DESIGNATION -  LL 250
 LH0004  PID         -  LH0004
 LH0004  STATE/COUNTY-  NE/ADAMS
 LH0004  USGS QUAD   -  HASTINGS WEST (1983)
 LH0004
 LH0004                         *CURRENT SURVEY CONTROL
 LH0004  ___________________________________________________________________
 LH0004* NAD 83(1986)-  40 33 10.     (N)    098 24 55.     (W)     SCALED    
 LH0004* NAVD 88     -       583.249  (meters)    1913.54   (feet)  ADJUSTED  
 LH0004  ___________________________________________________________________
 LH0004  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 LH0004  DYNAMIC HT  -         582.921 (meters)    1912.47  (feet)  COMP
 LH0004  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 LH0004
 LH0004  VERT ORDER  -  FIRST     CLASS II
 LH0004
 LH0004.The horizontal coordinates were scaled from a topographic map and have
 LH0004.an estimated accuracy of +/- 6 seconds.
 LH0004
 LH0004.The orthometric height was determined by differential leveling
 LH0004.and adjusted by the National Geodetic Survey in June 1991..
 LH0004
 LH0004.The geoid height was determined by GEOID03.
 LH0004
 LH0004.The dynamic height is computed by dividing the NAVD 88
 LH0004.geopotential number by the normal gravity value computed on the
 LH0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0004.degrees latitude (g = 980.6199 gals.).
 LH0004
 LH0004.The modeled gravity was interpolated from observed gravity values.
 LH0004
 LH0004;                    North         East    Units  Estimated Accuracy
 LH0004;SPC NE       -    81,110.      634,190.      MT  (+/- 180 meters Scaled)
 LH0004
 LH0004                          SUPERSEDED SURVEY CONTROL
 LH0004
 LH0004  NGVD 29 (??/??/92)  583.019  (m)         1912.79   (f) ADJ UNCH    1 2
 LH0004
 LH0004.Superseded values are not recommended for survey control.
 LH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0004.See file dsdata.txt to determine how the superseded data were derived.
 LH0004
 LH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK495892(NAD 83)
 LH0004_MARKER: DB = BENCH MARK DISK
 LH0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0004_STAMPING: LL 250 1947
 LH0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0004+STABILITY: SURFACE MOTION
 LH0004
 LH0004  HISTORY     - Date     Condition        Report By
 LH0004  HISTORY     - 1947     MONUMENTED       CGS
 LH0004
 LH0004                          STATION DESCRIPTION
 LH0004
 LH0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0004'3.1 MI S FROM HASTINGS.
 LH0004'3.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0004'FROM THE STATION AT HASTINGS, IN THE SOUTHEAST QUARTER OF A
 LH0004'ROAD CROSSING, 104.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LH0004'45.0 FEET EAST OF THE EAST RAIL OF THE TRACK, 1.5 FEET WEST OF
 LH0004'A FENCE, 2.0 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF
 LH0004'A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4092 ***********************************************************************
 AB4092  CBN         -  This is a Cooperative Base Network Control Station.
 AB4092  PACS        -  This is a Primary Airport Control Station.
 AB4092  DESIGNATION -  LNK A
 AB4092  PID         -  AB4092
 AB4092  STATE/COUNTY-  NE/LANCASTER
 AB4092  USGS QUAD   -  EMERALD (1978)
 AB4092
 AB4092                         *CURRENT SURVEY CONTROL
 AB4092  ___________________________________________________________________
 AB4092* NAD 83(1995)-  40 51 13.14485(N)    096 45 49.55658(W)     ADJUSTED  
 AB4092* NAVD 88     -       361.25   (meters)    1185.2    (feet)  GPS OBS   
 AB4092  ___________________________________________________________________
 AB4092  X           -    -569,033.642 (meters)                     COMP
 AB4092  Y           -  -4,797,864.962 (meters)                     COMP
 AB4092  Z           -   4,150,362.881 (meters)                     COMP
 AB4092  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 AB4092  ELLIP HEIGHT-         334.97  (meters)          (09/24/01) GPS OBS
 AB4092  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AB4092
 AB4092  HORZ ORDER  -  B
 AB4092  ELLP ORDER  -  FOURTH    CLASS I
 AB4092
 AB4092.This mark is at Lincoln Municipal Airport (LNK)
 AB4092
 AB4092.The horizontal coordinates were established by GPS observations
 AB4092.and adjusted by the National Geodetic Survey in June 1996..
 AB4092
 AB4092.The orthometric height was determined by GPS observations and a
 AB4092.high-resolution geoid model.
 AB4092
 AB4092.GPS derived orthometric heights for airport stations designated as
 AB4092.PACS or SACS are published to 2 decimal places.  This maintains
 AB4092.centimeter relative accuracy between the PACS and SACS.  It does
 AB4092.not indicate centimeter accuracy relative to other marks which are
 AB4092.part of the NAVD 88 network.
 AB4092
 AB4092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4092
 AB4092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4092
 AB4092.The ellipsoidal height was determined by GPS observations
 AB4092.and is referenced to NAD 83.
 AB4092
 AB4092.The geoid height was determined by GEOID03.
 AB4092
 AB4092;                    North         East     Units Scale Factor Converg.
 AB4092;SPC NE       -   118,388.385   772,743.222   MT  0.99972291   +2 08 40.7
 AB4092;UTM  14      - 4,524,917.995   688,493.101   MT  1.00003732   +1 27 47.6
 AB4092
 AB4092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4092!SPC NE       -   0.99994746  x   0.99972291  =   0.99967038
 AB4092!UTM  14      -   0.99994746  x   1.00003732  =   0.99998478
 AB4092
 AB4092:                Primary Azimuth Mark                     Grid Az
 AB4092:SPC NE       -  LNK AP STA A2                            001 53 55.3
 AB4092:UTM  14      -  LNK AP STA A2                            002 34 48.4
 AB4092
 AB4092|---------------------------------------------------------------------|
 AB4092| PID    Reference Object                     Distance      Geod. Az  |
 AB4092|                                                           dddmmss.s |
 AB4092| AB4142 LNK AP STA A2                       APPROX. 1.1 KM 0040236.0 |
 AB4092|---------------------------------------------------------------------|
 AB4092
 AB4092                          SUPERSEDED SURVEY CONTROL
 AB4092
 AB4092  ELLIP H (06/25/96)  335.05   (m)                       GP(       ) 1 1
 AB4092
 AB4092.Superseded values are not recommended for survey control.
 AB4092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4092.See file dsdata.txt to determine how the superseded data were derived.
 AB4092
 AB4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8849324918(NAD 83)
 AB4092_MARKER: I = METAL ROD
 AB4092_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4092_STAMPING: LNK A 1995
 AB4092_MARK LOGO: NGS   
 AB4092_PROJECTION: FLUSH
 AB4092_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4092+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AB4092_ROD/PIPE-DEPTH: 15.8 meters
 AB4092_SLEEVE-DEPTH  : 1 meters
 AB4092
 AB4092  HISTORY     - Date     Condition        Report By
 AB4092  HISTORY     - 1995     MONUMENTED       NGS
 AB4092  HISTORY     - 19970725 GOOD             NGS
 AB4092  HISTORY     - 20040901 GOOD             NDA
 AB4092
 AB4092                          STATION DESCRIPTION
 AB4092
 AB4092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4092'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHWEST OF LINCOLN AT
 AB4092'THE LINCOLN MUNICIPAL AIRPORT, SET TO THE EAST AND IN LINE WITH THE
 AB4092'NORTH WALL OF A BUILDING KNOWN AS THE WEST ELECTRICAL VAULT.
 AB4092'OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX 80407, LINCOLN NE 68501.
 AB4092'AIRPORT MANAGER, WAYNE ANDERSON, PHONE (402) 474-2770.  CONTACT BOB
 AB4092'MCNALLY OR DAVE TONNIGES, AIRPORT MAINTENANCE, AT PHONE (402)
 AB4092'470-3480.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AB4092'HIGHWAY 80 AND NORTHWEST 48TH STREET (EXIT 396) ON THE WEST SIDE OF
 AB4092'LINCOLN, GO NORTH ON NORTHWEST 48TH STREET FOR 2.65 MI (4.26 KM) TO A
 AB4092'PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON AIR PARK ROAD FOR 0.6 MI
 AB4092'(1.0 KM) TO AN INTERSECTION, TURN RIGHT AND GO SOUTH ON NORTHWEST 38TH
 AB4092'STREET FOR 0.4 MI (0.6 KM) TO AN INTERSECTION, TURN LEFT AND GO WEST
 AB4092'ON WEST LUKE STREET FOR 0.15 MI (0.24 KM) TO A SECURITY GATE AHEAD,
 AB4092'PASS THROUGH GATE BEAR LEFT AND GO NORTHEAST ON THE APRON FOR 0.3 MI
 AB4092'(0.5 KM) TO THE WEST ELECTRICAL VAULT BUILDING AHEAD, BEAR RIGHT AND
 AB4092'GO EAST ON THE CONCRETE ACCESS DRIVEWAY, THEN ACROSS THE GRASS FOR
 AB4092'0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS 321.5 FT
 AB4092'(98.0 M) EAST OF THE NORTHEAST CORNER OF THE ELECTRICAL VAULT
 AB4092'BUILDING, 192.0 FT (58.5 M) EAST-NORTHEAST OF A LARGE ELECTRIC BOX,
 AB4092'191.0 FT (58.2 M) EAST-SOUTHEAST OF A SMALL ELECTRICAL BOX, 1.5 FT
 AB4092'(0.5 M) NORTH OF A WITNESS POST AND 1.5 FT (0.5 M) SOUTH OF A WITNESS
 AB4092'POST.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 AB4092'PRIMARY AIRPORT CONTROL STATION.
 AB4092
 AB4092                          STATION RECOVERY (1997)
 AB4092
 AB4092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) .  RECOVERED
 AB4092'IN GOOD CONDITION WITH UPDATED DESCRIPION AS FOLLOWS.  THE STATION IS
 AB4092'LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE LINCOLN
 AB4092'MUNICIPAL AIRPORT, EAST OF AND IN LINE WITH THE NORTH WALL OF A
 AB4092'BUILDING KNOWN AS THE WEST ELECTRICAL VAULT.  OWNERSHIP--LINCOLN
 AB4092'AIRPORT AUTHORITY, BOX 80407, LINCOLN NE 68501.  FOR ACCESS TO THE
 AB4092'STATION CONTACT BOB MCNALLY OR DAVE TONNIGES AT AIRPORT OPERATIONS,
 AB4092'PHONE (402) 470-3480, FAX (402) 470-2085. TO REACH THE STATION FROM
 AB4092'THE JUNCTION OF COMBINED INTERSTATE 80 (EXIT 401) AND STATE HIGHWAY 77
 AB4092'WITH STATE HIGHWAY 34 WHICH IS 3 KM (1.85 MI) NORTH FROM STATE HIGHWAY
 AB4092'6 (CORNHUSKER HIGHWAY) , GO NORTHWEST THEN WEST ON STATE HIGHWAY 34
 AB4092'PASSING A BRIDGE OVER NW 27TH STREET AT 4.5 KM (2.80 MI) FOR A TOTAL
 AB4092'OF 5.0 KM (3.10 MI) TO AN ASPHALT STREET LEADING TO THE AIRPARK NORTH
 AB4092'GATE ON LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST 31ST STREET,
 AB4092'FOLLOWING THE CURVING ROAD WEST THEN SOUTH AGAIN ALONG NORTHWEST 38TH
 AB4092'STREET PASSING WEST CUMING STREET AT 2.5 KM (1.55 MI) FOR A TOTAL OF
 AB4092'4.0 KM (2.50 MI) TO WEST LUKE STREET.  TURN LEFT AND GO EASTERLY FOR
 AB4092'0.4 KM (0.25 MI) TO A GATE (GATE 38) AHEAD AND AIRPORT MAINTAINANCE ON
 AB4092'RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST FOR 0.2 MI (0.3 KM) TO
 AB4092'THE EAST SIDE OF THE WEST RAMP AT A TAXIWAY (G) .  TURN LEFT AND GO
 AB4092'NORTH FOR 0.3 MI (0.5 KM) TO A CONCRETE DRIVE RIGHT ON THE SOUTH SIDE
 AB4092'OF THE MASONRY BLOCK WEST ELECTRICAL VAULT BUILDING.  TURN RIGHT AND
 AB4092'GO 0.05 MI (0.08 KM) THROUGH OPEN FIELD TO THE STATION ON LEFT. THE
 AB4092'MARK IS A PUNCH AT TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AB4092'REFUSAL AT A RECORD DEPTH OF 15.8 M (51.8 FT) RECESSED 9 CM BELOW THE
 AB4092'LOGO CAP IN A 2.5 CM (1 IN) GREASE FILLED NON-FLUTED PLASTIC SLEEVE
 AB4092'0.9 M (3.0 FT) LONG ENCASED IN A 12.5 CM DIA PVC PIPE WITH NGS LOGO
 AB4092'CAP SURROUNDED BY CONCRETE.  THE CONCRETE AND LOGO CAP ARE FLUSH WITH
 AB4092'THE GROUND.  THE STATION IS LOCATED 30.0 M (98.4 FT) NORTH FROM A LINE
 AB4092'THROUGH THE 9 THOUSAND FEET REMAINING SIGNS FOR RUNWAY 17R.  ALL OTHER
 AB4092'RECORD TIES ARE ADEQUATE.
 AB4092
 AB4092                          STATION RECOVERY (2004)
 AB4092
 AB4092'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (BJS)
 AB4092'NEW PHONE/FAX FOR THE LINCOLN AIRPORT AUTHORITY.
 AB4092'PHONE(402) 458-2400
 AB4092'FAX(402) 458-2490
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4142 ***********************************************************************
 AB4142  DESIGNATION -  LNK AP STA A2
 AB4142  PID         -  AB4142
 AB4142  STATE/COUNTY-  NE/LANCASTER
 AB4142  USGS QUAD   -  EMERALD (1978)
 AB4142
 AB4142                         *CURRENT SURVEY CONTROL
 AB4142  ___________________________________________________________________
 AB4142* NAD 83(1995)-  40 51 48.33582(N)    096 45 46.27999(W)     ADJUSTED  
 AB4142* NAVD 88     -       363.0    (meters)    1191.     (feet)  GPS OBS   
 AB4142  ___________________________________________________________________
 AB4142  X           -    -568,873.947 (meters)                     COMP
 AB4142  Y           -  -4,797,170.041 (meters)                     COMP
 AB4142  Z           -   4,151,185.091 (meters)                     COMP
 AB4142  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 AB4142  ELLIP HEIGHT-         336.70  (meters)          (12/12/01) GPS OBS
 AB4142  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AB4142
 AB4142  HORZ ORDER  -  THIRD
 AB4142  ELLP ORDER  -  FOURTH    CLASS I
 AB4142
 AB4142.The horizontal coordinates were established by GPS observations
 AB4142.and adjusted by the National Geodetic Survey in September 1997..
 AB4142
 AB4142.The orthometric height was determined by GPS observations and a
 AB4142.high-resolution geoid model.
 AB4142
 AB4142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4142
 AB4142.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4142
 AB4142.The ellipsoidal height was determined by GPS observations
 AB4142.and is referenced to NAD 83.
 AB4142
 AB4142.The geoid height was determined by GEOID03.
 AB4142
 AB4142;                    North         East     Units Scale Factor Converg.
 AB4142;SPC NE       -   119,475.749   772,779.269   MT  0.99972100   +2 08 42.9
 AB4142;UTM  14      - 4,526,005.197   688,542.090   MT  1.00003755   +1 27 50.8
 AB4142
 AB4142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4142!SPC NE       -   0.99994719  x   0.99972100  =   0.99966820
 AB4142!UTM  14      -   0.99994719  x   1.00003755  =   0.99998474
 AB4142
 AB4142:                Primary Azimuth Mark                     Grid Az
 AB4142:SPC NE       -  LNK A                                    181 53 55.3
 AB4142:UTM  14      -  LNK A                                    182 34 47.4
 AB4142
 AB4142|---------------------------------------------------------------------|
 AB4142| PID    Reference Object                     Distance      Geod. Az  |
 AB4142|                                                           dddmmss.s |
 AB4142| AB4092 LNK A                               APPROX. 1.1 KM 1840238.2 |
 AB4142|---------------------------------------------------------------------|
 AB4142
 AB4142                          SUPERSEDED SURVEY CONTROL
 AB4142
 AB4142  ELLIP H (09/24/97)  336.78   (m)                       GP(       ) 4 1
 AB4142
 AB4142.Superseded values are not recommended for survey control.
 AB4142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4142.See file dsdata.txt to determine how the superseded data were derived.
 AB4142
 AB4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8854226005(NAD 83)
 AB4142_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB4142_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB4142_SP_SET: CONCRETE RAMP
 AB4142_STAMPING: AP 1966 STA A2
 AB4142_MARK LOGO: CGS   
 AB4142_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4142+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1997
 AB4142
 AB4142  HISTORY     - Date     Condition        Report By
 AB4142  HISTORY     - 1966     MONUMENTED       CGS
 AB4142  HISTORY     - 19950518 GOOD             NGS
 AB4142  HISTORY     - 19970725 GOOD             NGS
 AB4142
 AB4142                          STATION DESCRIPTION
 AB4142
 AB4142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4142'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHWEST OF LINCOLN, AT
 AB4142'THE LINCOLN MUNICIPAL AIRPORT SET INTO THE CONCRETE HOLDING AREA NEAR
 AB4142'THE APPROACH END OF RUNWAY 17R.  OWNERSHIP--LINCOLN AIRPORT AUTHORITY,
 AB4142'BOX 80407, LINCOLN NE 68501.  AIRPORT MANAGER, WAYNE ANDERSON, PHONE
 AB4142'(402) 474-2770.  CONTACT BOB MCNALLY OR DAVE TONNIGES, AIRPORT
 AB4142'MAINTENANCE AT PHONE (402) 470-3480.  TO REACH THE STATION FROM THE
 AB4142'JUNCTION OF INTERSTATE HIGHWAY 80 AND NORTHWEST 48TH STREET (EXIT 396)
 AB4142'ON THE WEST SIDE OF LINCOLN, GO NORTH ON NORTHWEST 48TH STREET FOR
 AB4142'2.65 MI (4.26 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON AIR
 AB4142'PARK ROAD FOR 0.6 MI (1.0 KM) TO AN INTERSECTION, TURN RIGHT AND GO
 AB4142'SOUTH ON NORTHWEST 38TH STREET FOR 0.4 MI (0.6 KM) TO AN INTERSECTION,
 AB4142'TURN LEFT AND GO WEST ON WEST LUKE STREET FOR 0.15 MI (0.24 KM) TO A
 AB4142'SECURITY GATE AHEAD, PASS THROUGH GATE BEAR LEFT AND GO NORTHEAST ON
 AB4142'THE APRON FOR 0.3 MI (0.5 KM) TO THE WEST ELECTRICAL VAULT BUILDING
 AB4142'AHEAD, BEAR LEFT AND GO NORTH ON A PARALLEL TAXIWAY (G) FOR 0.6 MI
 AB4142'(1.0 KM) TO A RUNWAY, BEAR RIGHT CROSSING RUNWAY 14/32 AND GO
 AB4142'EAST-NORTHEAST ON THE CONCRETE HOLDING AREA FOR 0.1 MI (0.2 KM) TO THE
 AB4142'STATION SET INTO THE NORTH EDGE OF THE HOLDING AREA.  THE STATION IS
 AB4142'30.2 FT (9.2 M) WEST FROM THE NORTHWEST CORNER OF A CONCRETE PAD FOR A
 AB4142'RUNWAY IDENTIFIER SIGN, 22.9 FT (7.0 M) SOUTH SOUTHEAST OF A TAXIWAY
 AB4142'LIGHT AND 0.2 FT (6.1 CM) SOUTH OF THE NORTH EDGE OF THE CONCRETE
 AB4142'HOLDING AREA.  THIS STATION TO BE USED AS SACS.
 AB4142
 AB4142                          STATION RECOVERY (1997)
 AB4142
 AB4142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4142'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (DRL,WCW) .
 AB4142'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT
 AB4142'THE LINCOLN MUNICIPAL AIRPORT, AT THE NORTH END OF THE FIELD IN THE
 AB4142'RUNUP RAMP WEST OF RUNWAY 17 RIGHT AND EAST OF RUNWAY 14.
 AB4142'OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX 80407, LINCOLN NE 68501. FOR
 AB4142'ACCESS TO THE STATION CONTACT BOB MCNALLY OR DAVE TONNIGES AT AIRPORT
 AB4142'OPERATIONS, PHONE (402) 470-3480, FAX (402) 470-2085. TO REACH THE
 AB4142'STATION FROM THE JUNCTION OF COMBINED INTERSTATE 80 (EXIT 401) AND
 AB4142'STATE HIGHWAY 77 WITH STATE HIGHWAY 34 WHICH IS 3 KM (1.85 MI) NORTH
 AB4142'FROM STATE HIGHWAY 6 (CORNHUSKER HIGHWAY) , GO NORTHWEST THEN WEST ON
 AB4142'STATE HIGHWAY 34 PASSING A BRIDGE OVER NW 27TH STREET AT 4.5 KM (2.80
 AB4142'MI) FOR A TOTAL OF 5.0 KM (3.10 MI) TO AN ASPHALT STREET LEADING TO
 AB4142'THE AIRPARK NORTH GATE ON LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST
 AB4142'31ST STREET, FOLLOWING THE CURVING ROAD WEST THEN SOUTH AGAIN ALONG
 AB4142'NORTHWEST 38TH STREET PASSING WEST CUMING STREET AT 2.5 KM (1.55 MI)
 AB4142'FOR A TOTAL OF 4.0 KM (2.50 MI) TO WEST LUKE STREET.  TURN LEFT AND GO
 AB4142'EASTERLY FOR 0.4 KM (0.25 MI) TO A GATE AHEAD AND AIRPORT MAINTAINANCE
 AB4142'ON RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST FOR 0.3 KM (0.20
 AB4142'MI) TO THE EAST SIDE OF THE WEST RAMP AT A PARALLEL TAXIWAY (G) .
 AB4142'TURN LEFT AND GO NORTH PASSING THE WEST ELECTRICAL VAULT AT 1.0 KM
 AB4142'(0.60 MI) FOR A TOTAL OF 1.4 KM (0.85 MI) TO THE CENTER OF RUNWAY
 AB4142'14-32.  TURN RIGHT AND GO EAST FOR 0.2 KM (0.10 MI) ON A CONNECTOR
 AB4142'TAXIWAY (B) TO THE HOLD BAR FOR APPROACH 17 RIGHT AND THE STATION ON
 AB4142'LEFT. THE MARK IS A CGS TOPOGRAPHIC STATION DISK COUNTERSUNK INTO AN 8
 AB4142'INCH THICK SECTION OF TWENTY FT X TEN FT CONCRETE THAT HAS CRACKED OFF
 AB4142'FROM THE REST OF THE RAMP, PARALLEL TO THE TWENTY FT DIMENSION.  THE
 AB4142'STATION IS LOCATED 71.5 M (234.6 FT) WEST-NORTHWEST FROM THE MOST
 AB4142'WESTERLY THRESHOLD LIGHT AT APPROACH 17R, 9.2 M (30.2 FT) WEST FROM
 AB4142'THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR RUNWAY SIGN --B
 AB4142'17R-35L--, 7.0 M (23.0 FT) SOUTH-SOUTHEAST FROM TAXIWAY LIGHT B24, AND
 AB4142'13 CM (5 IN) SOUTH FROM THE NORTHERLY EDGE OF CONCRETE RAMP.  THE MARK
 AB4142'IS RECESSED 1 CM BELOW THE RAMP SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3093 ***********************************************************************
 AE3093  DESIGNATION -  LNK B
 AE3093  PID         -  AE3093
 AE3093  STATE/COUNTY-  NE/LANCASTER
 AE3093  USGS QUAD   -  EMERALD (1978)
 AE3093
 AE3093                         *CURRENT SURVEY CONTROL
 AE3093  ___________________________________________________________________
 AE3093* NAD 83(1995)-  40 49 38.28098(N)    096 45 48.30775(W)     ADJUSTED  
 AE3093* NAVD 88     -       356.1    (meters)    1168.     (feet)  GPS OBS   
 AE3093  ___________________________________________________________________
 AE3093  X           -    -569,229.527 (meters)                     COMP
 AE3093  Y           -  -4,799,765.055 (meters)                     COMP
 AE3093  Z           -   4,148,145.600 (meters)                     COMP
 AE3093  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 AE3093  ELLIP HEIGHT-         329.90  (meters)          (12/12/01) GPS OBS
 AE3093  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AE3093
 AE3093  HORZ ORDER  -  THIRD
 AE3093  ELLP ORDER  -  FOURTH    CLASS I
 AE3093
 AE3093.The horizontal coordinates were established by GPS observations
 AE3093.and adjusted by the National Geodetic Survey in September 1997..
 AE3093
 AE3093.The orthometric height was determined by GPS observations and a
 AE3093.high-resolution geoid model.
 AE3093
 AE3093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3093
 AE3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3093
 AE3093.The ellipsoidal height was determined by GPS observations
 AE3093.and is referenced to NAD 83.
 AE3093
 AE3093.The geoid height was determined by GEOID03.
 AE3093
 AE3093;                    North         East     Units Scale Factor Converg.
 AE3093;SPC NE       -   115,466.023   772,881.935   MT  0.99972820   +2 08 41.5
 AE3093;UTM  14      - 4,521,993.277   688,597.062   MT  1.00003781   +1 27 45.6
 AE3093
 AE3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3093!SPC NE       -   0.99994825  x   0.99972820  =   0.99967647
 AE3093!UTM  14      -   0.99994825  x   1.00003781  =   0.99998606
 AE3093
 AE3093                          SUPERSEDED SURVEY CONTROL
 AE3093
 AE3093  ELLIP H (09/24/97)  329.98   (m)                       GP(       ) 4 1
 AE3093
 AE3093.Superseded values are not recommended for survey control.
 AE3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3093.See file dsdata.txt to determine how the superseded data were derived.
 AE3093
 AE3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8859721993(NAD 83)
 AE3093_MARKER: DD = SURVEY DISK
 AE3093_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE3093_SP_SET: 12 IN CONC RAMP
 AE3093_STAMPING: LNK B 1996
 AE3093_MARK LOGO: NOS   
 AE3093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3093+STABILITY: SURFACE MOTION
 AE3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3093+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1997
 AE3093
 AE3093  HISTORY     - Date     Condition        Report By
 AE3093  HISTORY     - 1996     MONUMENTED       NOS
 AE3093  HISTORY     - 19970725 POOR             NGS
 AE3093
 AE3093                          STATION DESCRIPTION
 AE3093
 AE3093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE3093'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) . THE
 AE3093'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE
 AE3093'LINCOLN MUNICIPAL AIRPORT, AT THE SOUTH END OF THE FIELD, WEST OF
 AE3093'APPROACH 35L, NORTHEAST FROM THE SOUTH CORNER OF THE RUNUP RAMP.
 AE3093'OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX 80407, LINCOLN NE 68501. FOR
 AE3093'ACCESS TO THE STATION CONTACT BOB MCNALLY OR DAVE TONNIGES AT AIRPORT
 AE3093'OPERATIONS, PHONE (402) 470-3480, FAX (402) 470-2085. TO REACH THE
 AE3093'STATION FROM THE JUNCTION OF COMBINED INTERSTATE 80 (EXIT 401) AND
 AE3093'STATE HIGHWAY 77 WITH STATE HIGHWAY 34 WHICH IS 1.8 MI (2.9 KM) NORTH
 AE3093'FROM STATE HIGHWAY 6 (CORNHUSKER HIGHWAY) , GO NORTHWEST THEN WEST ON
 AE3093'STATE HIGHWAY 34 PASSING A BRIDGE OVER NW 27TH STREET AT 4.5 KM (2.80
 AE3093'MI) FOR A TOTAL OF 5.0 KM (3.10 MI) TO AN ASPHALT STREET LEADING TO
 AE3093'THE AIRPARK NORTH GATE ON LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST
 AE3093'31ST STREET, FOLLOWING THE CURVING ROAD WEST THEN SOUTH AGAIN ALONG
 AE3093'NORTHWEST 38TH STREET PASSING WEST CUMING STREET AT 2.5 KM (1.55 MI)
 AE3093'FOR A TOTAL OF 4.0 KM (2.50 MI) TO WEST LUKE STREET.  TURN LEFT AND GO
 AE3093'EASTERLY FOR 0.4 KM (0.25 MI) TO A GATE (GATE 38) AHEAD, AND AIRPORT
 AE3093'MAINTAINANCE ON RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST FOR
 AE3093'0.2 KM (0.10 MI) TO THE EAST SIDE OF THE WEST RAMP AT A TAXIWAY (G) .
 AE3093'TURN RIGHT AND GO SOUTH FOR 2.6 KM (1.60 MI) ALONG THE PARALLEL
 AE3093'TAXIWAY BEARING LEFT TO ITS MOST SOUTHERLY CORNER AND A RUNUP RAMP
 AE3093'SHORT OF APPROACH 35L TO THE STATION ON LEFT. THE MARK IS A NOS SURVEY
 AE3093'DISK CEMENTED INTO A DRILL HOLE AND RESTING ON TOP OF THE 12 INCH
 AE3093'THICK RUNUP RAMP.  THE MAJORITY OF THE DISK RESTS ABOVE THE RAMP
 AE3093'SURFACE.  THE MARK WAS FOUND OBLITERATED AFTER HIT BY A SNOW PLOW.  A
 AE3093'PUNCH WAS SET BEFORE OBSERVATIONS.  THE STATION IS LOCATED 26.9 M
 AE3093'(88.3 FT) NORTHEAST FROM STATION LNK C, 25.5 M (83.7 FT) NORTHEAST
 AE3093'FROM THE SOUTH CORNER OF THE RUNUP PAD AND 0.3 M (1.0 FT) NORTHWEST
 AE3093'FROM THE SOUTHEAST EDGE OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3089 ***********************************************************************
 AE3089  SACS        -  This is a Secondary Airport Control Station.
 AE3089  DESIGNATION -  LNK C
 AE3089  PID         -  AE3089
 AE3089  STATE/COUNTY-  NE/LANCASTER
 AE3089  USGS QUAD   -  EMERALD (1978)
 AE3089
 AE3089                         *CURRENT SURVEY CONTROL
 AE3089  ___________________________________________________________________
 AE3089* NAD 83(1995)-  40 49 37.63645(N)    096 45 49.07983(W)     ADJUSTED  
 AE3089* NAVD 88     -       355.76   (meters)    1167.2    (feet)  GPS OBS   
 AE3089  ___________________________________________________________________
 AE3089  X           -    -569,248.990 (meters)                     COMP
 AE3089  Y           -  -4,799,775.547 (meters)                     COMP
 AE3089  Z           -   4,148,130.306 (meters)                     COMP
 AE3089  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 AE3089  ELLIP HEIGHT-         329.52  (meters)          (12/12/01) GPS OBS
 AE3089  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AE3089
 AE3089  HORZ ORDER  -  FIRST
 AE3089  ELLP ORDER  -  FOURTH    CLASS I
 AE3089
 AE3089.This mark is at Lincoln Municipal Airport (LNK)
 AE3089
 AE3089.The horizontal coordinates were established by GPS observations
 AE3089.and adjusted by the National Geodetic Survey in September 1997..
 AE3089
 AE3089.The orthometric height was determined by GPS observations and a
 AE3089.high-resolution geoid model.
 AE3089
 AE3089.GPS derived orthometric heights for airport stations designated as
 AE3089.PACS or SACS are published to 2 decimal places.  This maintains
 AE3089.centimeter relative accuracy between the PACS and SACS.  It does
 AE3089.not indicate centimeter accuracy relative to other marks which are
 AE3089.part of the NAVD 88 network.
 AE3089
 AE3089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3089
 AE3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3089
 AE3089.The ellipsoidal height was determined by GPS observations
 AE3089.and is referenced to NAD 83.
 AE3089
 AE3089.The geoid height was determined by GEOID03.
 AE3089
 AE3089;                    North         East     Units Scale Factor Converg.
 AE3089;SPC NE       -   115,445.484   772,864.605   MT  0.99972824   +2 08 41.0
 AE3089;UTM  14      - 4,521,972.939   688,579.483   MT  1.00003773   +1 27 45.1
 AE3089
 AE3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3089!SPC NE       -   0.99994831  x   0.99972824  =   0.99967657
 AE3089!UTM  14      -   0.99994831  x   1.00003773  =   0.99998604
 AE3089
 AE3089                          SUPERSEDED SURVEY CONTROL
 AE3089
 AE3089  ELLIP H (09/24/97)  329.60   (m)                       GP(       ) 4 1
 AE3089
 AE3089.Superseded values are not recommended for survey control.
 AE3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3089.See file dsdata.txt to determine how the superseded data were derived.
 AE3089
 AE3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8857921973(NAD 83)
 AE3089_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3089_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE3089_SP_SET: STORM MANHOLE
 AE3089_STAMPING: LNK C 1997
 AE3089_MARK LOGO: NGS   
 AE3089_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3089+STABILITY: SURFACE MOTION
 AE3089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3089+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AE3089
 AE3089  HISTORY     - Date     Condition        Report By
 AE3089  HISTORY     - 1997     MONUMENTED       NGS
 AE3089  HISTORY     - 20040901 GOOD             NDA
 AE3089
 AE3089                          STATION DESCRIPTION
 AE3089
 AE3089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE3089'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) . THE
 AE3089'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE
 AE3089'LINCOLN MUNICIPAL AIRPORT, AT THE SOUTH END OF THE FIELD, WEST OF
 AE3089'APPROACH 35L, SOUTH OF THE SOUTH CORNER OF THE RUNUP RAMP.
 AE3089'OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX 80407, LINCOLN NE 68501. FOR
 AE3089'ACCESS TO THE STATION CONTACT BOB MCNALLY OR DAVE TONNIGES AT AIRPORT
 AE3089'OPERATIONS, PHONE (402) 470-3480, FAX (402) 470-2085. TO REACH THE
 AE3089'STATION FROM THE JUNCTION OF COMBINED INTERSTATE 80 (EXIT 401) AND
 AE3089'STATE HIGHWAY 77 WITH STATE HIGHWAY 34 WHICH IS 1.8 MI (2.9 KM) NORTH
 AE3089'FROM STATE HIGHWAY 6 (CORNHUSKER HIGHWAY) , GO NORTHWEST THEN WEST ON
 AE3089'STATE HIGHWAY 34 PASSING A BRIDGE OVER NW 27TH STREET AT 4.5 KM (2.80
 AE3089'MI) FOR A TOTAL OF 5.0 KM (3.10 MI) TO AN ASPHALT STREET LEADING TO
 AE3089'THE AIRPARK NORTH GATE ON LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST
 AE3089'31ST STREET, FOLLOWING THE CURVING ROAD WEST THEN SOUTH AGAIN ALONG
 AE3089'NORTHWEST 38TH STREET PASSING WEST CUMING STREET AT 2.5 KM (1.55 MI)
 AE3089'FOR A TOTAL OF 4.0 KM (2.50 MI) TO WEST LUKE STREET.  TURN LEFT AND GO
 AE3089'EASTERLY FOR 0.4 KM (0.25 MI) TO A GATE (GATE 38) AHEAD, AND AIRPORT
 AE3089'MAINTAINANCE ON RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST FOR
 AE3089'0.2 KM (0.10 MI) TO THE EAST SIDE OF THE WEST RAMP AT A TAXIWAY (G) .
 AE3089'TURN RIGHT AND GO SOUTH FOR 2.6 KM (1.60 MI) ALONG THE PARALLEL
 AE3089'TAXIWAY BEARING LEFT TO ITS MOST SOUTHERLY CORNER AND A RUNUP RAMP
 AE3089'SHORT OF APPROACH 35L TO THE MARK. THE MARK IS A NGS HORIZONTAL
 AE3089'CONTROL DISK IN THE SOUTH CORNER OF A 1.2 M (3.9 FT) X 1.0 M (3.3 FT)
 AE3089'RECTANGULER STORM MANHOLE, WITH 24 IN X 30 IN SOLID CASTING DATED
 AE3089'5-4-54, WITH 6 IN THICK WALLS.  THE MANHOLE IS 1.0 M (3.3 FT) DEEP TO
 AE3089'INVERT.  THE MANHOLE IS FOR SUBSURFACE DRAINAGE, WITH 6 IN DRAIN IN
 AE3089'FROM NORTHEAST AND 6 IN DRAIN OUT TO NORTHWEST.  THE STATION IS
 AE3089'LOCATED AT THE BEGINNING OF A GRAVEL ROAD LEADING TO AN ILS BUILDING
 AE3089'SOUTH FROM APPROACH 35R, 88.2 FT (26.9 M) SOUTHWEST FROM STATION LNK
 AE3089'B, 10.0 M (32.8 FT) NORTH FROM AN IRON FENCE POST WITH FIBERGLASS NGS
 AE3089'WITNESS POST, 9.4 M (30.8 FT) WEST-NORTHWEST FROM AN IRON FENCE POST,
 AE3089'1.7 M (5.6 FT) SOUTH FROM THE SOUTH CORNER OF THE CONCRETE RUNUP RAMP.
 AE3089'THE MARK IS COUNTERSUNK INTO THE CONCRETE MANHOLE AND SLIGHTLY LOWER
 AE3089'THAN THE CORNER OF THE RUNUP RAMP.
 AE3089
 AE3089                          STATION RECOVERY (2004)
 AE3089
 AE3089'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (BJS)
 AE3089'NEW PHONE/FAX FOR THE LINCOLN AIRPORT AUTHORITY.
 AE3089'PHONE(402) 458-2400
 AE3089'FAX(402) 458-2490
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3091 ***********************************************************************
 AE3091  DESIGNATION -  LNK CON PT A
 AE3091  PID         -  AE3091
 AE3091  STATE/COUNTY-  NE/LANCASTER
 AE3091  USGS QUAD   -  LINCOLN (1980)
 AE3091
 AE3091                         *CURRENT SURVEY CONTROL
 AE3091  ___________________________________________________________________
 AE3091* NAD 83(1995)-  40 51 22.25494(N)    096 44 56.94008(W)     ADJUSTED  
 AE3091* NAVD 88     -       365.2    (meters)    1198.     (feet)  GPS OBS   
 AE3091  ___________________________________________________________________
 AE3091  X           -    -567,788.479 (meters)                     COMP
 AE3091  Y           -  -4,797,830.415 (meters)                     COMP
 AE3091  Z           -   4,150,578.080 (meters)                     COMP
 AE3091  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 AE3091  ELLIP HEIGHT-         338.99  (meters)          (12/12/01) GPS OBS
 AE3091  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AE3091
 AE3091  HORZ ORDER  -  THIRD
 AE3091  ELLP ORDER  -  FOURTH    CLASS I
 AE3091
 AE3091.The horizontal coordinates were established by GPS observations
 AE3091.and adjusted by the National Geodetic Survey in September 1997..
 AE3091
 AE3091.The orthometric height was determined by GPS observations and a
 AE3091.high-resolution geoid model.
 AE3091
 AE3091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3091
 AE3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3091
 AE3091.The ellipsoidal height was determined by GPS observations
 AE3091.and is referenced to NAD 83.
 AE3091
 AE3091.The geoid height was determined by GEOID03.
 AE3091
 AE3091;                    North         East     Units Scale Factor Converg.
 AE3091;SPC NE       -   118,715.343   773,963.863   MT  0.99972241   +2 09 15.6
 AE3091;UTM  14      - 4,525,230.512   689,717.933   MT  1.00004303   +1 28 22.3
 AE3091
 AE3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3091!SPC NE       -   0.99994683  x   0.99972241  =   0.99966925
 AE3091!UTM  14      -   0.99994683  x   1.00004303  =   0.99998986
 AE3091
 AE3091                          SUPERSEDED SURVEY CONTROL
 AE3091
 AE3091  ELLIP H (09/24/97)  339.07   (m)                       GP(       ) 4 1
 AE3091
 AE3091.Superseded values are not recommended for survey control.
 AE3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3091.See file dsdata.txt to determine how the superseded data were derived.
 AE3091
 AE3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8971825231(NAD 83)
 AE3091_MARKER: Z = SEE DESCRIPTION
 AE3091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE3091_SP_SET: CONC TAXIWAY SIGN FOUNDATION
 AE3091_STAMPING: NOS-C GS CON PT A 96
 AE3091_MARK LOGO: NOS   
 AE3091_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3091+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1997
 AE3091
 AE3091  HISTORY     - Date     Condition        Report By
 AE3091  HISTORY     - 1996     MONUMENTED       NOS
 AE3091  HISTORY     - 19970725 GOOD             NGS
 AE3091
 AE3091                          STATION DESCRIPTION
 AE3091
 AE3091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE3091'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) . THE
 AE3091'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE
 AE3091'LINCOLN MUNICIPAL AIRPORT, AT THE NORTHEAST SIDE OF THE FIELD BETWEEN
 AE3091'THE EAST RAMP AND PARALLEL TAXIWAY (A) SOUTH OF CONNECTOR TAXIWAY (E)
 AE3091'.  OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX 80407, LINCOLN NE 68501.
 AE3091'FOR ACCESS TO THE STATION CONTACT BOB MCNALLY OR DAVE TONNIGES AT
 AE3091'AIRPORT OPERATIONS, PHONE (402) 470-3480, FAX (402) 470-2085. TO REACH
 AE3091'THE STATION FROM THE JUNCTION OF COMBINED INTERSTATE 80 (EXIT 401) AND
 AE3091'STATE HIGHWAY 77 WITH STATE HIGHWAY 34 WHICH IS 3 KM (1.85 MI) NORTH
 AE3091'FROM STATE HIGHWAY 6 (CORNHUSKER HIGHWAY) , GO NORTHWEST THEN WEST ON
 AE3091'STATE HIGHWAY 34 PASSING A BRIDGE OVER NW 27TH STREET AT 4.5 KM (2.80
 AE3091'MI) FOR A TOTAL OF 5.0 KM (3.10 MI) TO AN ASPHALT STREET LEADING TO
 AE3091'THE AIRPARK NORTH GATE ON LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST
 AE3091'31ST STREET FOLLOWING THE CURVING ROAD WEST THEN SOUTH AGAIN ALONG
 AE3091'NORTHWEST 38TH STREET PASSING WEST CUMING STREET AT 2.5 KM (1.55 MI)
 AE3091'FOR A TOTAL OF 4.0 KM (2.50 MI) TO WEST LUKE STREET.  TURN LEFT AND GO
 AE3091'EASTERLY FOR 0.4 KM (0.25 MI) TO A GATE AHEAD, AND AIRPORT
 AE3091'MAINTAINANCE ON RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST FOR
 AE3091'0.2 KM (0.10 MI) TO A VEHICLE TRAVEL LANE ON THE WEST RAMP.  TURN LEFT
 AE3091'AND GO NORTH FOR 1.1 KM (0.70 MI) TO THE NORTHWEST CORNER OF THE WEST
 AE3091'RAMP AND THE ENTRANCE TO THE NORTH SERVICE ROAD.  FOLLOW THE NORTH
 AE3091'SERVICE ROAD NORTH, EAST THEN SOUTH BEARING LEFT AT ONE INTERSECTION
 AE3091'FOR 4 KM (2.50 MI) TO THE NORTH END OF THE EAST RAMP.  BEAR RIGHT TO
 AE3091'FOLLOW THE WEST SIDE OF THE EAST RAMP TO GO SOUTH FOR 0.3 KM (0.20 MI)
 AE3091'PAST A CONNECTOR TAXIWAY (E) TO THE STATION ON RIGHT. THE MARK IS A PK
 AE3091'NAIL WITH ALLOY WASHER STAMPED --NOS-CGS CON PT A 96-- CEMENTED INTO A
 AE3091'DRILL HOLE IN THE SOUTHEAST CORNER OF A SHALLOW CONCRETE FOUNDATION
 AE3091'FOR A TAXIWAY SIGN.  THE STATION IS LOCATED 31.4 M (103.0 FT) EAST
 AE3091'FROM PARALLEL TAXIWAY (A) CENTER, 23.8 M (78.1 FT) EAST FROM THE
 AE3091'NORTHERLY EXTENDED EAST EDGE OF THE PARALLEL TAXIWAY, 21.9 M (71.9 FT)
 AE3091'WEST FROM THE NORTHERLY EXTENDED WEST EDGE OF A CONCRETE RAMP, 16.0 M
 AE3091'(52.5 FT) SOUTH FROM CONNECTOR TAXIWAY (E) CENTER AND 7.7 M (25.3 FT)
 AE3091'SOUTH FROM THE SOUTH EDGE OF THE CONNECTOR TAXIWAY.  THE MARK PROJECTS
 AE3091'ABOVE THE CONCRETE SURFACE BUT IS PROTECTED BY SURROUNDING GROUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3092 ***********************************************************************
 AE3092  DESIGNATION -  LNK CON PT B
 AE3092  PID         -  AE3092
 AE3092  STATE/COUNTY-  NE/LANCASTER
 AE3092  USGS QUAD   -  LINCOLN (1980)
 AE3092
 AE3092                         *CURRENT SURVEY CONTROL
 AE3092  ___________________________________________________________________
 AE3092* NAD 83(1995)-  40 50 41.97882(N)    096 45 00.00543(W)     ADJUSTED  
 AE3092* NAVD 88     -       357.0    (meters)    1171.     (feet)  GPS OBS   
 AE3092  ___________________________________________________________________
 AE3092  X           -    -567,954.567 (meters)                     COMP
 AE3092  Y           -  -4,798,622.825 (meters)                     COMP
 AE3092  Z           -   4,149,632.834 (meters)                     COMP
 AE3092  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 AE3092  ELLIP HEIGHT-         330.72  (meters)          (12/12/01) GPS OBS
 AE3092  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AE3092
 AE3092  HORZ ORDER  -  THIRD
 AE3092  ELLP ORDER  -  FOURTH    CLASS I
 AE3092
 AE3092.The horizontal coordinates were established by GPS observations
 AE3092.and adjusted by the National Geodetic Survey in September 1997..
 AE3092
 AE3092.The orthometric height was determined by GPS observations and a
 AE3092.high-resolution geoid model.
 AE3092
 AE3092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3092
 AE3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3092
 AE3092.The ellipsoidal height was determined by GPS observations
 AE3092.and is referenced to NAD 83.
 AE3092
 AE3092.The geoid height was determined by GEOID03.
 AE3092
 AE3092;                    North         East     Units Scale Factor Converg.
 AE3092;SPC NE       -   117,471.448   773,938.817   MT  0.99972462   +2 09 13.6
 AE3092;UTM  14      - 4,523,986.606   689,678.078   MT  1.00004284   +1 28 19.1
 AE3092
 AE3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3092!SPC NE       -   0.99994813  x   0.99972462  =   0.99967276
 AE3092!UTM  14      -   0.99994813  x   1.00004284  =   0.99999096
 AE3092
 AE3092                          SUPERSEDED SURVEY CONTROL
 AE3092
 AE3092  ELLIP H (09/24/97)  330.80   (m)                       GP(       ) 4 1
 AE3092
 AE3092.Superseded values are not recommended for survey control.
 AE3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3092.See file dsdata.txt to determine how the superseded data were derived.
 AE3092
 AE3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8967823987(NAD 83)
 AE3092_MARKER: Z = SEE DESCRIPTION
 AE3092_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE3092_SP_SET: CONCRETE TAXIWAY
 AE3092_STAMPING: NOS-C GS CON PT B 96
 AE3092_MARK LOGO: NOS   
 AE3092_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3092+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1997
 AE3092
 AE3092  HISTORY     - Date     Condition        Report By
 AE3092  HISTORY     - 1996     MONUMENTED       NOS
 AE3092  HISTORY     - 19970725 GOOD             NGS
 AE3092
 AE3092                          STATION DESCRIPTION
 AE3092
 AE3092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE3092'RECOVERY DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) . THE
 AE3092'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE
 AE3092'LINCOLN MUNICIPAL AIRPORT, NEAR MIDFIELD IN THE SOUTHWEST CORNER OF
 AE3092'THE RUNUP RAMP EAST OF APPROACH 35 RIGHT.  OWNERSHIP--LINCOLN AIRPORT
 AE3092'AUTHORITY, BOX 80407, LINCOLN NE 68501.  FOR ACCESS TO THE STATION
 AE3092'CONTACT BOB MCNALLY OR DAVE TONNIGES AT AIRPORT OPERATIONS, PHONE
 AE3092'(402) 470-3480, FAX (402) 470-2085. TO REACH THE STATION FROM THE
 AE3092'JUNCTION OF COMBINED INTERSTATE 80 (EXIT 401) AND STATE HIGHWAY 77
 AE3092'WITH STATE HIGHWAY 34 WHICH IS 1.8 MI (2.9 KM) NORTH FROM STATE
 AE3092'HIGHWAY 6 (CORNHUSKER HIGHWAY) GO NORTHWEST THEN WEST ON STATE HIGHWAY
 AE3092'34 PASSING A BRIDGE OVER NW 27TH STREET AT 2.8 MI (4.5 KM) FOR A TOTAL
 AE3092'OF 3.1 MI (5.0 KM) TO AN ASPHALT STREET LEADING TO THE AIRPARK NORTH
 AE3092'GATE ON LEFT.  TURN LEFT AND GO SOUTH ON NORTHWEST 31ST STREET,
 AE3092'FOLLOWING THE CURVING ROAD WEST THEN SOUTH AGAIN ALONG NORTHWEST 38TH
 AE3092'STREET PASSING WEST CUMING STREET AT 1.55 MI (2.49 KM) FOR A TOTAL OF
 AE3092'2.45 MI (3.94 KM) TO WEST LUKE STREET. TURN LEFT AND GO EASTERLY FOR
 AE3092'0.25 MI (0.40 KM) TO A GATE AHEAD, AND AIRPORT MAINTAINANCE ON RIGHT.
 AE3092'PASS THROUGH THE GATE AND CONTINUE EAST FOR 0.1 MI (0.2 KM) TO A
 AE3092'VEHICLE TRAVEL LANE.  TURN LEFT AND GO NORTH FOR 1.1 KM (0.70 MI) TO
 AE3092'THE NORTHWEST CORNER OF THE WEST RAMP AND THE ENTRANCE TO THE NORTH
 AE3092'SERVICE ROAD.  FOLLOW THE NORTH SERVICE ROAD NORTH, EAST THEN SOUTH
 AE3092'BEARING LEFT AT ALL INTERSECTIONS FOR 4.0 KM (2.50 MI) TO THE NORTH
 AE3092'END OF THE EAST RAMP.  BEAR RIGHT TO FOLLOW THE WEST SIDE OF THE EAST
 AE3092'RAMP TO GO SOUTH FOR 0.3 KM (0.20 MI) TO A CONNECTOR TAXIWAY (E) .
 AE3092'TURN RIGHT AND GO EAST, THEN IMMEDIATELY TURN LEFT AND GO SOUTH ON
 AE3092'PARALLEL TAXIWAY (A) FOR 1.1 KM (0.70 MI) TO THE SOUTH END OF THE
 AE3092'PARALLEL TAXIWAY AND THE STATION IN THE SOUTHWEST CORNER OF A RUNUP
 AE3092'RAMP. THE MARK IS A PK NAIL WITH ALLOY WASHER STAMPED --NOS-CGS CON PT
 AE3092'B 96-- SET ON THE SOUTHWEST CORNER OF THE 30 CM (12 IN) THICK CONCRETE
 AE3092'RUNUP RAMP.  THE STATION IS LOCATED 3.9 M (12.8 FT) NORTHWEST FROM THE
 AE3092'NORTH CONCRETE FOUNDATION CORNER OF A RUNWAY SIGN --A 35R--, 3.2 M
 AE3092'(10.5 FT) NORTHEAST FROM A TAXIWAY LIGHT (A8) , 1.4 M (4.6 FT)
 AE3092'EAST-NORTHEAST FROM THE CENTER OF A STORM MANHOLE WITH 30 IN DIA
 AE3092'CASTING.  THE WASHER RESTS ON TOP OF THE PAVEMENT SURFACE WITH THE
 AE3092'NAIL HEAD PROJECTING SLIGHTLY BUT IS PROTECTED WITH SURROUNDING GROUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE3090 ***********************************************************************
 AE3090  SACS        -  This is a Secondary Airport Control Station.
 AE3090  DESIGNATION -  LNK D
 AE3090  PID         -  AE3090
 AE3090  STATE/COUNTY-  NE/LANCASTER
 AE3090  USGS QUAD   -  EMERALD (1978)
 AE3090
 AE3090                         *CURRENT SURVEY CONTROL
 AE3090  ___________________________________________________________________
 AE3090* NAD 83(1995)-  40 52 00.70706(N)    096 46 01.37896(W)     ADJUSTED  
 AE3090* NAVD 88     -       363.44   (meters)    1192.4    (feet)  GPS OBS   
 AE3090  ___________________________________________________________________
 AE3090  X           -    -569,195.722 (meters)                     COMP
 AE3090  Y           -  -4,796,880.738 (meters)                     COMP
 AE3090  Z           -   4,151,473.984 (meters)                     COMP
 AE3090  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 AE3090  ELLIP HEIGHT-         337.12  (meters)          (12/12/01) GPS OBS
 AE3090  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AE3090
 AE3090  HORZ ORDER  -  FIRST
 AE3090  ELLP ORDER  -  FOURTH    CLASS I
 AE3090
 AE3090.This mark is at Lincoln Municipal Airport (LNK)
 AE3090
 AE3090.The horizontal coordinates were established by GPS observations
 AE3090.and adjusted by the National Geodetic Survey in September 1997..
 AE3090
 AE3090.The orthometric height was determined by GPS observations and a
 AE3090.high-resolution geoid model.
 AE3090
 AE3090.GPS derived orthometric heights for airport stations designated as
 AE3090.PACS or SACS are published to 2 decimal places.  This maintains
 AE3090.centimeter relative accuracy between the PACS and SACS.  It does
 AE3090.not indicate centimeter accuracy relative to other marks which are
 AE3090.part of the NAVD 88 network.
 AE3090
 AE3090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3090
 AE3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3090
 AE3090.The ellipsoidal height was determined by GPS observations
 AE3090.and is referenced to NAD 83.
 AE3090
 AE3090.The geoid height was determined by GEOID03.
 AE3090
 AE3090;                    North         East     Units Scale Factor Converg.
 AE3090;SPC NE       -   119,843.774   772,411.748   MT  0.99972033   +2 08 32.9
 AE3090;UTM  14      - 4,526,377.683   688,178.856   MT  1.00003586   +1 27 41.2
 AE3090
 AE3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3090!SPC NE       -   0.99994712  x   0.99972033  =   0.99966747
 AE3090!UTM  14      -   0.99994712  x   1.00003586  =   0.99998298
 AE3090
 AE3090                          SUPERSEDED SURVEY CONTROL
 AE3090
 AE3090  ELLIP H (09/24/97)  337.20   (m)                       GP(       ) 4 1
 AE3090
 AE3090.Superseded values are not recommended for survey control.
 AE3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3090.See file dsdata.txt to determine how the superseded data were derived.
 AE3090
 AE3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8817926378(NAD 83)
 AE3090_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE3090_SP_SET: 15 FT DEEP CATCHBASIN
 AE3090_STAMPING: LNK D 1997
 AE3090_MARK LOGO: NGS   
 AE3090_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3090+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AE3090
 AE3090  HISTORY     - Date     Condition        Report By
 AE3090  HISTORY     - 1997     MONUMENTED       NGS
 AE3090  HISTORY     - 20040901 GOOD             NDA
 AE3090
 AE3090                          STATION DESCRIPTION
 AE3090
 AE3090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE3090'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 25JUL1997 (WCW) . THE
 AE3090'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF LINCOLN AT THE
 AE3090'LINCOLN MUNICIPAL AIRPORT, AT THE NORTHWEST CORNER OF THE AIRFIELD
 AE3090'EAST FROM APPROACH 14.  OWNERSHIP--LINCOLN AIRPORT AUTHORITY, BOX
 AE3090'80407, LINCOLN NE 68501.  FOR ACCESS TO THE STATION CONTACT BOB
 AE3090'MCNALLY OR DAVE TONNIGES AT AIRPORT OPERATIONS, PHONE (402) 470-3480,
 AE3090'FAX (402) 470-2085. TO REACH THE STATION FROM THE JUNCTION OF COMBINED
 AE3090'INTERSTATE 80 (EXIT 401) AND STATE HIGHWAY 77 WITH STATE HIGHWAY 34
 AE3090'WHICH IS 1.8 MI (2.9 KM) NORTH FROM STATE HIGHWAY 6 (CORNHUSKER
 AE3090'HIGHWAY) , GO NORTHWEST THEN WEST ON STATE HIGHWAY 34 PASSING A BRIDGE
 AE3090'OVER NW 27TH STREET AT 4.5 KM (2.80 MI) FOR A TOTAL OF 5.0 KM (3.10
 AE3090'MI) TO AN ASPHALT STREET LEADING TO THE AIRPARK NORTH GATE ON LEFT.
 AE3090'TURN LEFT AND GO SOUTH ON NORTHWEST 31ST STREET FOLLOWING THE CURVING
 AE3090'ROAD WEST THEN SOUTH AGAIN ALONG NORTHWEST 38TH STREET PASSING WEST
 AE3090'CUMING STREET AT 2.5 KM (1.55 MI) FOR A TOTAL OF 4.0 KM (2.50 MI) TO
 AE3090'WEST LUKE STREET.  TURN LEFT AND GO EASTERLY FOR 0.4 KM (0.25 MI) TO A
 AE3090'GATE (GATE 38) AHEAD AND AIRPORT MAINTAINANCE ON RIGHT.  PASS THROUGH
 AE3090'THE GATE AND CONTINUE EAST FOR 0.2 KM (0.10 MI) TO A VEHICLE TRAVEL
 AE3090'LANE.  TURN LEFT AND GO NORTH ON THE WEST RAMP FOR 1.1 KM (0.70 MI) TO
 AE3090'THE NORTH END OF THE WEST RAMP AND THE PARALLEL TAXIWAY (J) FOR RUNWAY
 AE3090'14.  BEAR LEFT AND GO NORTHWEST THEN NORTH FOR 0.6 KM (0.35 MI) TO THE
 AE3090'HOLD BAR SHORT OF APPROACH 14.  GO NORTHEAST CROSSING APPROACH 14,
 AE3090'CROSSING BETWEEN THE THRESHOLD LIGHTS TO THE BLAST PAD, AND CONTINUING
 AE3090'NORTHEAST FOR A TOTAL OF 0.3 KM (0.20 MI) FOLLOWING THE MOST NORTHERLY
 AE3090'PAVED ROAD LEADING TO THE OLD SERVICE ROAD WHICH PARALLELS AND IS
 AE3090'CLEAR OF RUNWAY 14.  TURN RIGHT AND GO SOUTHEAST FOR 0.08 KM (0.05 MI)
 AE3090'TO THE STATION ON RIGHT. THE MARK IS A NGS HORIZONTAL CONTROL DISK IN
 AE3090'THE EAST CORNER OF A 2.1 M (6.9 FT) X 1.7 M (5.6 FT) CONCRETE STORM
 AE3090'CATCHBASIN WITH TWO INLET CASTINGS.  THE CATCHBASIN IS 4.6 M (15.1 FT)
 AE3090'DEEP TO INVERT.  THE STATION IS LOCATED NORTHEAST FROM AND ABOUT ON
 AE3090'LINE WITH THE NORTHERLY PAIR OF VASI LIGHTS SERVING APPROACH 14, 154.2
 AE3090'M (505.9 FT) NORTHEAST FROM THE RUNWAY CENTER, 69.5 M (228.0 FT)
 AE3090'NORTHWEST FROM AN ASPHALT ROAD NEAR A FIRE HYDRANT, 62.6 M (205.4 FT)
 AE3090'SOUTHEAST FROM AN ASPHALT ROAD NEAR A FIRE HYDRANT, 14.3 M (46.9 FT)
 AE3090'SOUTHWEST FROM THE OLD ASPHALT SERVICE ROAD CENTER.  THE MARK IS
 AE3090'COUNTERSUNK INTO THE CONCRETE AND IS ABOUT FLUSH WITH THE GROUND.
 AE3090
 AE3090                          STATION RECOVERY (2004)
 AE3090
 AE3090'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (BJS)
 AE3090'NEW PHONE/FAX FOR THE LINCOLN AIRPORT AUTHORITY.
 AE3090'PHONE(402) 458-2400
 AE3090'FAX(402) 458-2490
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0569 ***********************************************************************
 MN0569  DESIGNATION -  LODGEPOLE
 MN0569  PID         -  MN0569
 MN0569  STATE/COUNTY-  NE/KIMBALL
 MN0569  USGS QUAD   -  DIX (1972)
 MN0569
 MN0569                         *CURRENT SURVEY CONTROL
 MN0569  ___________________________________________________________________
 MN0569* NAD 83(1995)-  41 12 39.24751(N)    103 26 27.13750(W)     ADJUSTED  
 MN0569* NAVD 88     -      1418.     (meters)    4652.     (feet)  SCALED    
 MN0569  ___________________________________________________________________
 MN0569  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 MN0569  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 MN0569
 MN0569  HORZ ORDER  -  FIRST
 MN0569
 MN0569.The horizontal coordinates were established by classical geodetic methods
 MN0569.and adjusted by the National Geodetic Survey in August 1997..
 MN0569
 MN0569.The orthometric height was scaled from a topographic map.
 MN0569
 MN0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0569
 MN0569.The geoid height was determined by GEOID03.
 MN0569
 MN0569;                    North         East     Units Scale Factor Converg.
 MN0569;SPC NE       -   158,685.109   211,597.261   MT  0.99967177   -2 16 48.9
 MN0569;UTM  13      - 4,563,341.456   630,708.392   MT  0.99981026   +1 01 38.5
 MN0569
 MN0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0569!SPC NE       -   0.99978068  x   0.99967177  =   0.99945252
 MN0569!UTM  13      -   0.99978068  x   0.99981026  =   0.99959098
 MN0569
 MN0569:                Primary Azimuth Mark                     Grid Az
 MN0569:SPC NE       -  POTTER MUNICIPAL TANK                    087 05 49.1
 MN0569:UTM  13      -  POTTER MUNICIPAL TANK                    083 47 21.7
 MN0569
 MN0569|---------------------------------------------------------------------|
 MN0569| PID    Reference Object                     Distance      Geod. Az  |
 MN0569|                                                           dddmmss.s |
 MN0569| MN0560 POTTER MUNICIPAL TANK               APPROX.10.4 KM 0844900.2 |
 MN0569| CP7644 LODGEPOLE RM 1                                     22520     |
 MN0569| CP7643 LODGEPOLE AZ MK                                    2505039.5 |
 MN0569| CP7645 LODGEPOLE RM 2                                     28815     |
 MN0569| MN0568 DIX MUNICIPAL TANK                  APPROX. 4.6 KM 3033645.8 |
 MN0569|---------------------------------------------------------------------|
 MN0569
 MN0569                          SUPERSEDED SURVEY CONTROL
 MN0569
 MN0569  NAD 83(1995)-  41 12 39.24588(N)    103 26 27.13677(W) AD(       ) 1
 MN0569  NAD 83(1986)-  41 12 39.24000(N)    103 26 27.13762(W) AD(       ) 1
 MN0569  NAD 27      -  41 12 39.30940(N)    103 26 25.36760(W) AD(       ) 1
 MN0569
 MN0569.Superseded values are not recommended for survey control.
 MN0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0569.See file dsdata.txt to determine how the superseded data were derived.
 MN0569
 MN0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF3070863341(NAD 83)
 MN0569_MARKER: DS = TRIANGULATION STATION DISK
 MN0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0569
 MN0569  HISTORY     - Date     Condition        Report By
 MN0569  HISTORY     - 1934     MONUMENTED       CGS
 MN0569
 MN0569                          STATION DESCRIPTION
 MN0569
 MN0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0569'THIS STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF DIX ON A
 MN0569'GRAVELED HILL ONCE UNDER CULTIVATION, OWNED BY GUY MELANARY.
 MN0569'IT IS ABOUT 2 MILES SOUTH OF LODGEPOLE CREEK, ONE-HALF MILE
 MN0569'NORTHEAST OF WHITE HOUSE OF A.D. NIGHINGALE, AND 3/4 MILE
 MN0569'NORTHWEST OF A WHITE SCHOOLHOUSE, MARK IS 12 INCHES BELOW
 MN0569'SURFACE OF GROUND.  THE STATION HAS A VIEW OF THE TOWN OF DIX
 MN0569'AT 290 DEG MAGNETIC, ALSO SEES PAVED U.S. HIGHWAY 30 EAST
 MN0569'OF DIX, AND IS IN SEC. 6, T. 14 N., R. 53 W.
 MN0569'
 MN0569'THE STATION IS REACHED FROM DIX POST OFFICE BY DRIVING EAST
 MN0569'ON U.S. HIGHWAY 30 FOR 1.8 MILES, THEN SOUTH ON GRADED ROAD
 MN0569'FOR 1.7 MILES, THEN LEAVE GRADED ROAD AND TURN EAST ON
 MN0569'SECTION-LINE TRACK ROAD AND DRIVE 0.5 MILE.  AT A T-FENCE
 MN0569'INTERSECTION TURN NORTH AND DRIVE 0.2 MILE ALONG THE EAST
 MN0569'SIDE OF THE FENCE, TURN EAST AND DRIVE 0.1 MILE ACROSS A FIELD
 MN0569'TO THE STATION.
 MN0569'
 MN0569'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0569'BRONZE DISKS SET AS DESCRIBED.
 MN0569'
 MN0569'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 2-1/2 FEET
 MN0569'EAST OF A NORTH-SOUTH FENCE, AND PROJECTS 4 INCHES.
 MN0569'
 MN0569'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 1
 MN0569'FOOT EAST OF A NORTH-SOUTH FENCE, AND PROJECTS 4 INCHES.
 MN0569'
 MN0569'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION (0.2 MILE
 MN0569'SOUTH AND 0.6 MILE WEST), 12 FEET EAST OF A SOUTHWEST FENCE
 MN0569'CORNER, 1-1/2 FEET NORTH OF AN EAST-WEST FENCE, 0.1 MILE
 MN0569'NORTHWEST OF A WHITE HOUSE, AND PROJECTS 4 INCHES.
 MN0569'
 MN0569'A 4-FOOT STAND WILL CLEAR THE LINE TO ALL OBJECTS EXCEPT
 MN0569'REFERENCE MARK NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0461 ***********************************************************************
 MN0461  DESIGNATION -  LODGEPOLE COMMUNITY TV MAST
 MN0461  PID         -  MN0461
 MN0461  STATE/COUNTY-  NE/CHEYENNE
 MN0461  USGS QUAD   -  LODGEPOLE SE (1972)
 MN0461
 MN0461                         *CURRENT SURVEY CONTROL
 MN0461  ___________________________________________________________________
 MN0461* NAD 83(1995)-  41 06 38.30292(N)    102 36 43.47370(W)     ADJUSTED  
 MN0461* NAVD 88     -                                                        
 MN0461  ___________________________________________________________________
 MN0461  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 MN0461  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 MN0461
 MN0461  HORZ ORDER  -  THIRD
 MN0461
 MN0461.The horizontal coordinates were established by classical geodetic methods
 MN0461.and adjusted by the National Geodetic Survey in August 1997..
 MN0461
 MN0461
 MN0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0461
 MN0461.The geoid height was determined by GEOID03.
 MN0461
 MN0461;                    North         East     Units Scale Factor Converg.
 MN0461;SPC NE       -   145,127.124   280,703.486   MT  0.99968224   -1 43 51.7
 MN0461;SPC CO N     -   506,100.042 1,156,945.073   MT  1.00006953   +1 51 57.5
 MN0461;SPC CO N     - 1,660,429.89  3,795,743.96   sFT  1.00006953   +1 51 57.5
 MN0461;UTM  13      - 4,553,787.275   700,499.830   MT  1.00009479   +1 34 14.2
 MN0461
 MN0461                          SUPERSEDED SURVEY CONTROL
 MN0461
 MN0461  NAD 83(1995)-  41 06 38.30290(N)    102 36 43.47391(W) AD(       ) 4
 MN0461  NAD 83(1995)-  41 06 38.30038(N)    102 36 43.47423(W) AD(       ) 4
 MN0461  NAD 83(1986)-  41 06 38.30023(N)    102 36 43.47382(W) AD(       ) 4
 MN0461  NAD 27      -  41 06 38.34700(N)    102 36 41.78100(W) AD(       ) 3
 MN0461
 MN0461.Superseded values are not recommended for survey control.
 MN0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0461.See file dsdata.txt to determine how the superseded data were derived.
 MN0461
 MN0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0050053787(NAD 83)
 MN0461_MARKER: 42 = RADIO/TV MAST
 MN0461
 MN0461  HISTORY     - Date     Condition        Report By
 MN0461  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0461
 MN0461                          STATION DESCRIPTION
 MN0461
 MN0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0461'THE STATION IS SITUATED ON A HIGH SUMMIT 2-3/4 MILES SOUTHEAST
 MN0461'OF LODGEPOLE, 1-1/2 MILES SOUTH OF U.S. HIGHWAY 30 AND
 MN0461'LODGEPOLE CREEK AND 3/4 MILE EAST OF COW CREEK.
 MN0461'
 MN0461'THE STATION IS THE CENTER OF A TUBULAR STEEL MAST WHICH IS
 MN0461'TRIANGULAR IN SHAPE.  IT IS UNLIGHTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0470 ***********************************************************************
 MN0470  DESIGNATION -  LODGEPOLE MUNICIPAL TANK
 MN0470  PID         -  MN0470
 MN0470  STATE/COUNTY-  NE/CHEYENNE
 MN0470  USGS QUAD   -  LODGEPOLE (1972)
 MN0470
 MN0470                         *CURRENT SURVEY CONTROL
 MN0470  ___________________________________________________________________
 MN0470* NAD 83(1995)-  41 09 12.55459(N)    102 38 24.80348(W)     ADJUSTED  
 MN0470* NAVD 88     -                                                        
 MN0470  ___________________________________________________________________
 MN0470  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 MN0470  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 MN0470
 MN0470  HORZ ORDER  -  THIRD
 MN0470
 MN0470.The horizontal coordinates were established by classical geodetic methods
 MN0470.and adjusted by the National Geodetic Survey in August 1997..
 MN0470
 MN0470
 MN0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0470
 MN0470.The geoid height was determined by GEOID03.
 MN0470
 MN0470;                    North         East     Units Scale Factor Converg.
 MN0470;SPC NE       -   149,953.673   278,486.369   MT  0.99967740   -1 44 58.8
 MN0470;UTM  13      - 4,558,480.010   698,007.342   MT  1.00008256   +1 33 12.3
 MN0470
 MN0470                          SUPERSEDED SURVEY CONTROL
 MN0470
 MN0470  NAD 83(1995)-  41 09 12.55448(N)    102 38 24.80362(W) AD(       ) 4
 MN0470  NAD 83(1986)-  41 09 12.55114(N)    102 38 24.80409(W) AD(       ) 4
 MN0470  NAD 27      -  41 09 12.60100(N)    102 38 23.10900(W) AD(       ) 3
 MN0470
 MN0470.Superseded values are not recommended for survey control.
 MN0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0470.See file dsdata.txt to determine how the superseded data were derived.
 MN0470
 MN0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9800758480(NAD 83)
 MN0470_MARKER: 53 = ELEVATED TANK
 MN0470
 MN0470  HISTORY     - Date     Condition        Report By
 MN0470  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0470
 MN0470                          STATION DESCRIPTION
 MN0470
 MN0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0470'THE STATION IS THE CENTER OF A BALL LOCATED ATOP THE LODGEPOLE,
 MN0470'MUNICIPAL WATER TANK.  THE WATER TANK IS A FOUR LEGGED STRUCTURE
 MN0470'PAINTED SILVER WITH A CENTER STANDPIPE.  THE TANK IS 100 FEET
 MN0470'IN HEIGHT AND IS LOCATED IN THE NORTH PART OF LODGEPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1165 ***********************************************************************
 ML1165  DESIGNATION -  LODI
 ML1165  PID         -  ML1165
 ML1165  STATE/COUNTY-  NE/CUSTER
 ML1165  USGS QUAD   -  OCONTO (1974)
 ML1165
 ML1165                         *CURRENT SURVEY CONTROL
 ML1165  ___________________________________________________________________
 ML1165* NAD 83(1995)-  41 12 07.68275(N)    099 48 51.63440(W)     ADJUSTED  
 ML1165* NAVD 88     -       856.     (meters)    2808.     (feet)  SCALED    
 ML1165  ___________________________________________________________________
 ML1165  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 ML1165  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 ML1165
 ML1165  HORZ ORDER  -  FIRST
 ML1165
 ML1165.The horizontal coordinates were established by classical geodetic methods
 ML1165.and adjusted by the National Geodetic Survey in August 1997..
 ML1165
 ML1165.The orthometric height was scaled from a topographic map.
 ML1165
 ML1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1165
 ML1165.The geoid height was determined by GEOID03.
 ML1165
 ML1165;                    North         East     Units Scale Factor Converg.
 ML1165;SPC NE       -   151,988.711   515,567.366   MT  0.99967257   +0 07 22.9
 ML1165;UTM  14      - 4,561,515.892   431,721.867   MT  0.99965737   -0 32 11.2
 ML1165
 ML1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1165!SPC NE       -   0.99986929  x   0.99967257  =   0.99954190
 ML1165!UTM  14      -   0.99986929  x   0.99965737  =   0.99952670
 ML1165
 ML1165:                Primary Azimuth Mark                     Grid Az
 ML1165:SPC NE       -  OCONTO MUNICIPAL TANK                    147 10 09.0
 ML1165:UTM  14      -  OCONTO MUNICIPAL TANK                    147 49 43.1
 ML1165
 ML1165|---------------------------------------------------------------------|
 ML1165| PID    Reference Object                     Distance      Geod. Az  |
 ML1165|                                                           dddmmss.s |
 ML1165| ML1164 OCONTO MUNICIPAL TANK               APPROX. 7.8 KM 1471731.9 |
 ML1165| CN9872 LODI RM 1                            19.271 METERS 14844     |
 ML1165| CN9873 LODI RM 2 AZIMUTH                                  1920329.6 |
 ML1165| CN9874 LODI RM 3                            17.999 METERS 23714     |
 ML1165|---------------------------------------------------------------------|
 ML1165
 ML1165                          SUPERSEDED SURVEY CONTROL
 ML1165
 ML1165  NAD 83(1986)-  41 12 07.68973(N)    099 48 51.63991(W) AD(       ) 1
 ML1165  NAD 27      -  41 12 07.66300(N)    099 48 50.21800(W) AD(       ) 1
 ML1165
 ML1165.Superseded values are not recommended for survey control.
 ML1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1165.See file dsdata.txt to determine how the superseded data were derived.
 ML1165
 ML1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3172261516(NAD 83)
 ML1165_MARKER: DS = TRIANGULATION STATION DISK
 ML1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1165
 ML1165  HISTORY     - Date     Condition        Report By
 ML1165  HISTORY     - 1933     MONUMENTED       CGS
 ML1165  HISTORY     - 1934     GOOD             CGS
 ML1165  HISTORY     - 1951     GOOD             CGS
 ML1165
 ML1165                          STATION DESCRIPTION
 ML1165
 ML1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1165'ABOUT 8 MILES SOUTHEAST OF CALLAWAY, 5 MILES NORTHWEST OF
 ML1165'OCONTO, AND 2 MILES SOUTHEAST OF SMALL VILLAGE OF LODI, IN
 ML1165'NORTHWEST QUARTER OF SEC. 11, T. 14 N., R. 22 W., ON LAND OWNED
 ML1165'BY HARLEY HANSON.
 ML1165'
 ML1165'REACHED FROM CALLAWAY BY STATE HIGHWAY 40 SOUTHEAST 6.4 MILES
 ML1165'TO LODI, THENCE CONTINUE SOUTHEAST ON HIGHWAY 1.9 MILES,
 ML1165'AND TURN EAST, ACROSS RAILROAD 0.3 MILE TO CORNER.  TURN NORTH
 ML1165'AND FOLLOW ROAD NORTH AND NORTHEAST 1.55 MILES TO TOP OF
 ML1165'GRADE, THENCE SOUTH 0.7 MILE ACROSS FIELDS TO STATION.  TRUCK
 ML1165'TO STATION.  STATION IS ON SOUTHERLY AND SLIGHTLY LOWER OF
 ML1165'TWO FLAT TOPPED KNOLLS FORMING SUMMIT OF RIDGE.
 ML1165'
 ML1165'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION, IN SAME
 ML1165'PASTURE.
 ML1165'
 ML1165'REFERENCE MARK NO. 3 IS SOUTHWEST OF STATION, IN A PASTURE.
 ML1165'
 ML1165'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ON NEXT PROMINENT SUMMIT,
 ML1165'ABOUT 0.4 MILE SOUTH, AND NEAR NORTH-AND-SOUTH FENCE.
 ML1165'
 ML1165'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN SQUARE
 ML1165'CONCRETE MONUMENTS.
 ML1165
 ML1165                          STATION RECOVERY (1934)
 ML1165
 ML1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 ML1165'STATION IS IN NORTHWEST QUARTER OF SEC. 11, T. 14 N., R. 22 W.,
 ML1165'ON LAND OWNED BY HARLEY HANSON, APPROXIMATELY 8.0 MILES
 ML1165'SOUTHEAST OF CALLAWAY, 5.0 MILES NORTHWEST OF OCONTO, 2.0 MILES
 ML1165'SOUTHEAST OF LODI, CUSTER COUNTY.
 ML1165'
 ML1165'STATION IS REACHED FROM CALLAWAY BY FOLLOWING NEBRASKA HIGHWAY
 ML1165'40 SOUTHEAST FOR 6.4 MILES TO LODI, CONTINUE ON SAME HIGHWAY
 ML1165'2.0 MILES TO SOUTHEAST, THENCE TURN EAST ACROSS RAILROAD, AND
 ML1165'GO 0.3 MILE TO CORNER, TURN LEFT (NORTH) AND GO NORTH AND
 ML1165'NORTHEAST 1.55 MILES TO TOP OF GRADE.  GO SOUTH FOR 0.7 MILE
 ML1165'ACROSS FIELDS AND UPHILL TO STATION ON TOP OF RIDGE.
 ML1165'
 ML1165'STATION IS LOCATED ON SOUTH, LOWER, KNOB OF TWO KNOBS FORMING
 ML1165'TOP OF RIDGE, 400 FEET EAST OF NORTH-SOUTH FENCE LINE AND
 ML1165'300 FEET SOUTH OF EAST-WEST SECTION-LINE FENCE.  ALL MARKS
 ML1165'FOUND IN EXCELLENT CONDITION.
 ML1165'
 ML1165'REFERENCE MARK NO. 1 IS 10 FEET FROM SOUTHEAST EDGE OF STATION
 ML1165'HILL, 63.23 FEET FROM STATION MARK.
 ML1165'
 ML1165'REFERENCE MARK NO. 3 IS APPROXIMATELY 20 FEET FROM SOUTHWEST
 ML1165'EDGE OF STATION HILL, 59.05 FEET FROM STATION MARK.
 ML1165'
 ML1165'REFERENCE MARK NO. 2 IS ON TOP OF KNOB RISING 0.25 MILE
 ML1165'SOUTH OF STATION HILL.
 ML1165
 ML1165                          STATION RECOVERY (1951)
 ML1165
 ML1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1165'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 ML1165'(AZIMUTH MARK) AND REFERENCE MARK NO. 3 WERE RECOVERED AND
 ML1165'FOUND TO BE IN GOOD CONDITION.
 ML1165'
 ML1165'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 ML1165'
 ML1165'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHWEST OF OCONTO
 ML1165'ON THE HIGHEST POINT OF A PROMINENT HILL.  IT IS STAMPED
 ML1165'LODI 1933 AND PROJECTS 2 INCHES.
 ML1165'
 ML1165'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE AND IS ABOUT 2 FEET
 ML1165'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED LODI NO
 ML1165'1 1933 AND PROJECTS 2 INCHES.
 ML1165'
 ML1165'REFERENCE MARK NO. 3 IS IN THE OPEN PASTURE AND IS ABOUT 2 FEET
 ML1165'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED LODI NO 3
 ML1165'1933 AND PROJECTS 3 INCHES.
 ML1165'
 ML1165'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 85.33 FEET.
 ML1165'
 ML1165'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ON THE HIGHEST POINT
 ML1165'OF A SMALL ROUND HILL, 90 FEET EAST OF A NORTH-SOUTH FENCE LINE
 ML1165'AND 1 FOOT NORTH OF A WITNESS POST.  IT IS STAMPED LODI NO
 ML1165'2 1933 AND PROJECTS 2 INCHES.
 ML1165'
 ML1165'TO REACH THE STATION FROM THE RAILROAD STATION IN OCONTO, GO
 ML1165'NORTHWEST ON STATE HIGHWAY 40 FOR 5.0 MILES TO A CROSSROAD,
 ML1165'TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.2 MILE TO A T
 ML1165'INTERSECTION, TURN LEFT AND GO NORTH FOR 1.0 MILE TO A POINT
 ML1165'WHERE MAIN ROAD CURVES NORTHEAST.  TURN RIGHT AND GO NORTHEAST
 ML1165'FOR 0.3 MILE TO A FIELD ENTRANCE ON RIGHT, TURN RIGHT AND GO
 ML1165'SOUTHEAST ACROSS HAY MEADOW AND UP RIDGE FOR 0.6 MILE TO A
 ML1165'NORTH-SOUTH FENCE LINE, CROSS FENCE LINE AND CONTINUE
 ML1165'SOUTHEAST FOR 0.1 MILE TO HIGHEST POINT OF HILL AND STATION AS
 ML1165'DESCRIBED.
 ML1165'
 ML1165'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST AND
 ML1165'SOUTH ALONG TOP OF RIDGE FOR 0.45 MILE TO AZIMUTH MARK AS
 ML1165'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0429 ***********************************************************************
 LJ0429  DESIGNATION -  LOGAN
 LJ0429  PID         -  LJ0429
 LJ0429  STATE/COUNTY-  NE/FURNAS
 LJ0429  USGS QUAD   -  WILSONVILLE NW (1983)
 LJ0429
 LJ0429                         *CURRENT SURVEY CONTROL
 LJ0429  ___________________________________________________________________
 LJ0429* NAD 83(1995)-  40 11 51.49599(N)    100 09 57.97045(W)     ADJUSTED  
 LJ0429* NAVD 88     -       761.     (meters)    2497.     (feet)  SCALED    
 LJ0429  ___________________________________________________________________
 LJ0429  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 LJ0429  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 LJ0429
 LJ0429  HORZ ORDER  -  FIRST
 LJ0429
 LJ0429.The horizontal coordinates were established by classical geodetic methods
 LJ0429.and adjusted by the National Geodetic Survey in August 1997..
 LJ0429
 LJ0429.The orthometric height was scaled from a topographic map.
 LJ0429
 LJ0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0429
 LJ0429.The geoid height was determined by GEOID03.
 LJ0429
 LJ0429;                    North         East     Units Scale Factor Converg.
 LJ0429;SPC NE       -    40,463.888   485,858.000   MT  0.99991651   -0 06 36.3
 LJ0429;UTM  14      - 4,450,345.385   400,748.212   MT  0.99972126   -0 45 09.7
 LJ0429
 LJ0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0429!SPC NE       -   0.99988442  x   0.99991651  =   0.99980094
 LJ0429!UTM  14      -   0.99988442  x   0.99972126  =   0.99960571
 LJ0429
 LJ0429:                Primary Azimuth Mark                     Grid Az
 LJ0429:SPC NE       -  LOGAN AZ MK                              080 48 13.5
 LJ0429:UTM  14      -  LOGAN AZ MK                              081 26 46.9
 LJ0429
 LJ0429|---------------------------------------------------------------------|
 LJ0429| PID    Reference Object                     Distance      Geod. Az  |
 LJ0429|                                                           dddmmss.s |
 LJ0429| CN9875 LOGAN AZ MK                                        0804137.2 |
 LJ0429| CN9877 LOGAN RM 1                           38.698 METERS 17437     |
 LJ0429| KH0722 NORCATUR MUNICIPAL TANK             APPROX.39.8 KM 1825923.0 |
 LJ0429| LJ0430 COUNTRY CHURCH SPIRE F              APPROX. 8.8 KM 2062112.5 |
 LJ0429| LJ0431 COUNTRY CHURCH SPIRE E              APPROX.14.2 KM 2595930.0 |
 LJ0429| CN9878 LOGAN RM 2                           45.974 METERS 27312     |
 LJ0429| LJ0440 BARTLEY MUNICIPAL TANK              APPROX.13.5 KM 2982937.1 |
 LJ0429| LJ0422 CAMBRIDGE REA RADIO MAST            APPROX. 9.8 KM 3494712.5 |
 LJ0429| LJ0421 CAMBRIDGE MUNICIPAL STANDPIPE       APPROX. 9.9 KM 3544259.8 |
 LJ0429| LJ0419 CAMBRIDGE ST JOHNS CH SPIRE         APPROX. 9.5 KM 3563752.8 |
 LJ0429| CN9876 LOGAN AZ MK 2                                      3591825.8 |
 LJ0429|---------------------------------------------------------------------|
 LJ0429
 LJ0429                          SUPERSEDED SURVEY CONTROL
 LJ0429
 LJ0429  NAD 83(1986)-  40 11 51.50111(N)    100 09 57.97469(W) AD(       ) 1
 LJ0429  NAD 27      -  40 11 51.47759(N)    100 09 56.48103(W) AD(       ) 1
 LJ0429
 LJ0429.Superseded values are not recommended for survey control.
 LJ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0429.See file dsdata.txt to determine how the superseded data were derived.
 LJ0429
 LJ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0074850345(NAD 83)
 LJ0429_MARKER: DS = TRIANGULATION STATION DISK
 LJ0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0429_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LJ0429
 LJ0429  HISTORY     - Date     Condition        Report By
 LJ0429  HISTORY     - 1934     MONUMENTED       CGS
 LJ0429  HISTORY     - 1935     GOOD             CGS
 LJ0429  HISTORY     - 1935     GOOD             CGS
 LJ0429  HISTORY     - 1951     GOOD             CGS
 LJ0429
 LJ0429                          STATION DESCRIPTION
 LJ0429
 LJ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0429'STATION IS LOCATED IN SEC. 29, T. 3 N., R. 25 W., LOGAN
 LJ0429'TOWNSHIP, ON PROPERTY OWNED BY RALPH KLECKNER, ABOUT 6 MILES
 LJ0429'SOUTH OF CAMBRIDGE, ABOUT 6 MILES NORTH AND 3 MILES WEST OF
 LJ0429'WILSONVILLE.  MARK IS 12 INCHES UNDERGROUND, 10 FEET SOUTH OF
 LJ0429'FENCE, AND 12 FEET WEST OF FENCE.
 LJ0429'
 LJ0429'REFERENCE MARK NO. 1 IS 127.00 FEET SOUTH OF STATION, 1 FOOT
 LJ0429'WEST OF FENCE, AND PROJECTS 6 INCHES ABOVE GROUND.
 LJ0429'
 LJ0429'REFERENCE MARK NO. 2 IS 150.85 FEET WEST OF STATION, 1 FOOT
 LJ0429'SOUTH OF FENCE, AND PROJECTS 6 INCHES ABOVE GROUND.
 LJ0429'
 LJ0429'LAPLACE AZIMUTH MARK IS 3.9 MILES EAST BY NORTH OF STATION,
 LJ0429'27 FEET WEST OF CENTERLINE OF ROAD, 140 FEET NORTH OF FENCE
 LJ0429'CORNER, AND PROJECTS 2 INCHES ABOVE GROUND.  TO REACH FROM
 LJ0429'STATION, GO EAST ALONG FENCE 0.5 MILE TO ROAD, THENCE LEFT
 LJ0429'(NORTH) 1.2 MILES ON MAIN ROAD, THENCE RIGHT (EAST) 1.3 MILES,
 LJ0429'THENCE RIGHT (SOUTH) 0.5 MILE, THENCE LEFT (EAST) 2.0 MILES TO
 LJ0429'CROSSROADS, THENCE LEFT (NORTH) ABOUT 150 FEET TO MARK ON LEFT
 LJ0429'(WEST).
 LJ0429'
 LJ0429'TO REACH FROM CHICAGO, BURLINGTON AND QUINCY RAILROAD DEPOT
 LJ0429'IN CAMBRIDGE, GO SOUTH FOR 0.7 MILE, TAKE RIGHT FORK AND
 LJ0429'CONTINUE SOUTH ON MAIN ROAD FOR 5.45 MILES, THENCE RIGHT (WEST)
 LJ0429'THROUGH GATE FOR 0.5 MILE ALONG FENCE TO TOP OF GRADE AND
 LJ0429'STATION AT FENCE CORNER.
 LJ0429'
 LJ0429'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 LJ0429
 LJ0429                          STATION RECOVERY (1935)
 LJ0429
 LJ0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0429'THE STATION IS LOCATED 6 MILES SOUTH OF CAMBRIDGE, 6 MILES NORTH
 LJ0429'AND 3 MILES WEST OF WILSONVILLE, IN THE CENTER OF SEC. 29, T.
 LJ0429'3 N., R. 25 W., LOGAN TOWNSHIP, ON PROPERTY OWNED BY RALPH
 LJ0429'KLECKNER, 1/2 MILE WEST-NORTHWEST OF THE FARM BUILDINGS OF R.A.
 LJ0429'KLECKNER.  THE MARK WAS PLACED 12 FEET SOUTH AND 12 FEET WEST OF
 LJ0429'FENCES, AND 16.5 FEET SOUTHWEST OF 4-WAY FENCE CORNER.  IT WAS
 LJ0429'RECOVERED IN EXCELLENT CONDITION, 14 INCHES BELOW THE SURFACE
 LJ0429'OF THE GROUND.
 LJ0429'
 LJ0429'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 1/2 FOOT WEST OF
 LJ0429'FENCE, AND PROJECTS 1 INCH.  IT IS SET
 LJ0429'AND WAS RECOVERED IN EXCELLENT CONDITION.
 LJ0429'
 LJ0429'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT SOUTH OF FENCE,
 LJ0429'AND PROJECTS 4 INCHES.  IT
 LJ0429'WAS RECOVERED IN EXCELLENT CONDITION.
 LJ0429'
 LJ0429'AZIMUTH MARK (LA PLACE AZIMUTH) IS EAST-NORTHEAST OF STATION,
 LJ0429'140 FEET NORTH OF A FENCE CORNER, 27 FEET WEST OF CENTERLINE OF
 LJ0429'ROAD AND PROJECTS 2 INCHES.  IT IS SET
 LJ0429'AND WAS RECOVERED IN EXCELLENT CONDITION.
 LJ0429'
 LJ0429'LAPLACE AZIMUTH MAY BE REACHED FROM STATION BY GOING EAST ALONG
 LJ0429'FENCE 0.5 MILE TO ROAD, TURN LEFT (NORTH) AND GO 1.2 MILES ON
 LJ0429'MAIN ROAD, TURN RIGHT (EAST) AND GO 1.3 MILES, TURN RIGHT
 LJ0429'(SOUTH) AND GO 0.5 MILE, TURN LEFT (EAST) AND GO 2.0 MILES TO A
 LJ0429'CROSSROADS, THENCE LEFT (NORTH) ABOUT 150 FEET TO MARK ON LEFT
 LJ0429'(WEST).
 LJ0429'
 LJ0429'A 60-FOOT TOWER WILL CLEAR ALL LINES.
 LJ0429'
 LJ0429'STATIONS ROCKTON, REED, AND BREACH WERE NOT VISIBLE FROM THE
 LJ0429'GROUND.
 LJ0429
 LJ0429                          STATION RECOVERY (1935)
 LJ0429
 LJ0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 LJ0429'DESCRIPTION IS CORRECT, STATION RECOVERED AS DESCRIBED.  HOWEVER,
 LJ0429'RELOCATION OF ROADS FOLLOWING THE 1935 FLOOD MAKE NEW DESCRIPTION
 LJ0429'DESIRABLE.
 LJ0429'
 LJ0429'GO SOUTH FROM CAMBRIDGE ON STREET WEST OF DEPOT FOR 5.5 MILES
 LJ0429'ON THE MAIN-TRAVELLED ROAD, AT THIS POINT THE MAIN ROAD MAKES
 LJ0429'A JOG TO THE LEFT (SECOND SUCH JOG).  HERE CONTINUE STRAIGHT
 LJ0429'AHEAD, LEAVING THE MAIN-TRAVELLED ROAD, 1/4 MILE TO EAST-AND-WEST
 LJ0429'FENCE, THEN WEST ALONG THIS FENCE 1/8 MILE TO WIRE GATE AT CORNER
 LJ0429'OF FIELD.  STATION IS IN NORTHEAST CORNER OF FIELD, SOUTHWEST
 LJ0429'OF THIS CORNER.
 LJ0429'
 LJ0429'THIS ROUTE FOLLOWS HIGHER GROUND AFTER LEAVING MAIN ROAD.
 LJ0429
 LJ0429                          STATION RECOVERY (1951)
 LJ0429
 LJ0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0429'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LJ0429'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK
 LJ0429'WAS ESTABLISHED.
 LJ0429'
 LJ0429'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LJ0429'
 LJ0429'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH-NORTHWEST OF
 LJ0429'WILSONVILLE, 6.0 MILES SOUTH OF CAMBRIDGE, 0.5 MILE EAST OF A
 LJ0429'NORTH-SOUTH GRADED ROAD AND IN A FENCE CORNER.  IT IS 12.0 FEET
 LJ0429'WEST OF A NORTH-SOUTH FENCE LINE, 11.0 FEET SOUTH OF AN EAST-WEST
 LJ0429'FENCE LINE AND 11.0 FEET SOUTH OF A WITNESS POST.  IT IS SET
 LJ0429'12 INCHES UNDERGROUND AND STAMPED LOGAN 1934.
 LJ0429'
 LJ0429'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE.  IT
 LJ0429'IS SET FLUSH AND STAMPED LOGAN NO 1 1934.
 LJ0429'
 LJ0429'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE.  IT
 LJ0429'IS SET FLUSH AND STAMPED LOGAN NO 2 1934.
 LJ0429'
 LJ0429'THE AZIMUTH MARK IS 46.0 FEET WEST OF THE CENTER OF STATE
 LJ0429'HIGHWAY 47, 2.0 FEET WEST OF A WITNESS POST AND 1.0 FOOT SOUTH
 LJ0429'OF A TELEPHONE POLE.  IT PROJECTS 4 INCHES AND IS STAMPED LOGAN
 LJ0429'1934 RESET 1951.
 LJ0429'
 LJ0429'TO REACH THE STATION FROM THE DEPOT IN CAMBRIDGE, GO SOUTH ON
 LJ0429'STATE HIGHWAY 47 FOR 4.2 MILES TO A T ROAD LEADING WEST.
 LJ0429'(CONTINUE SOUTH ON STATE HIGHWAY 47 FOR 0.15 MILE TO WHERE THE
 LJ0429'HIGHWAY CURVES EAST AND THE AZIMUTH MARK ON THE RIGHT AS
 LJ0429'DESCRIBED.) TURN RIGHT, WEST, ON A GRADED ROAD FOR 0.5 MILE
 LJ0429'TO A CROSSROAD.  TURN LEFT, SOUTH, ON A GRADED ROAD FOR 1.5
 LJ0429'MILES TO TWO GATES ON THE LEFT, TURN LEFT THROUGH THE SOUTH
 LJ0429'GATE AND GO EASTERLY ALONG THE NORTH SIDE OF A CULTIVATED FIELD
 LJ0429'FOR 0.65 MILE TO A FENCE CORNER AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0526 ***********************************************************************
 MN0526  DESIGNATION -  LOGAN
 MN0526  PID         -  MN0526
 MN0526  STATE/COUNTY-  NE/BANNER
 MN0526  USGS QUAD   -  MC GREW (1965)
 MN0526
 MN0526                         *CURRENT SURVEY CONTROL
 MN0526  ___________________________________________________________________
 MN0526* NAD 83(1995)-  41 38 17.89273(N)    103 23 05.07461(W)     ADJUSTED  
 MN0526* NAVD 88     -      1424.0    (meters)    4672.     (feet)  VERTCON   
 MN0526  ___________________________________________________________________
 MN0526  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MN0526  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 MN0526
 MN0526  HORZ ORDER  -  FIRST
 MN0526
 MN0526.The horizontal coordinates were established by classical geodetic methods
 MN0526.and adjusted by the National Geodetic Survey in August 1997..
 MN0526
 MN0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0526
 MN0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0526
 MN0526.The geoid height was determined by GEOID03.
 MN0526
 MN0526;                    North         East     Units Scale Factor Converg.
 MN0526;SPC NE       -   205,915.111   218,156.569   MT  0.99966126   -2 14 35.0
 MN0526;UTM  13      - 4,610,878.870   634,528.732   MT  0.99982271   +1 04 24.2
 MN0526
 MN0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0526!SPC NE       -   0.99977974  x   0.99966126  =   0.99944107
 MN0526!UTM  13      -   0.99977974  x   0.99982271  =   0.99960249
 MN0526
 MN0526:                Primary Azimuth Mark                     Grid Az
 MN0526:SPC NE       -  BAYARD SUGAR MILL CHIMNEY                019 08 27.4
 MN0526:UTM  13      -  BAYARD SUGAR MILL CHIMNEY                015 49 28.2
 MN0526
 MN0526|---------------------------------------------------------------------|
 MN0526| PID    Reference Object                     Distance      Geod. Az  |
 MN0526|                                                           dddmmss.s |
 MN0526| MN0529 BAYARD SUGAR MILL CHIMNEY           APPROX.14.2 KM 0165352.4 |
 MN0526| MN0530 BAYARD SUGAR MILL WATER TANK        APPROX.14.1 KM 0172538.3 |
 MN0526| MN0531 BAYARD MUNICIPAL TANK               APPROX.14.7 KM 0203902.2 |
 MN0526| CP7646 LOGAN RM 1                           23.448 METERS 14139     |
 MN0526| CP7649 LOGAN WM                                           23835     |
 MN0526| MN0644 GERING HWY PATROL RAD TWR           APPROX.24.4 KM 2882757.9 |
 MN0526| CP7648 LOGAN RM 3                           15.449 METERS 29718     |
 MN0526| CP7647 LOGAN RM 2 AZIMUTH                                 3054018.7 |
 MN0526| MN0632 MINATARE MUNICIPAL TANK             APPROX.21.5 KM 3321357.5 |
 MN0526| MN0532 MINATARE SUGAR MILL TANK            APPROX.20.5 KM 3321355.3 |
 MN0526|---------------------------------------------------------------------|
 MN0526
 MN0526                          SUPERSEDED SURVEY CONTROL
 MN0526
 MN0526  NAD 83(1995)-  41 38 17.89257(N)    103 23 05.07456(W) AD(       ) 1
 MN0526  NAD 83(1986)-  41 38 17.88380(N)    103 23 05.07768(W) AD(       ) 1
 MN0526  NAD 27      -  41 38 17.98500(N)    103 23 03.30300(W) AD(       ) 1
 MN0526  NGVD 29 (07/19/86) 1423.4    (m)         4670.     (f) VERT ANG       
 MN0526
 MN0526.Superseded values are not recommended for survey control.
 MN0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0526.See file dsdata.txt to determine how the superseded data were derived.
 MN0526
 MN0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3452910879(NAD 83)
 MN0526_MARKER: DS = TRIANGULATION STATION DISK
 MN0526_SETTING: 0 = UNSPECIFIED SETTING
 MN0526
 MN0526  HISTORY     - Date     Condition        Report By
 MN0526  HISTORY     - 1933     MONUMENTED       CGS
 MN0526  HISTORY     - 1934     GOOD             CGS
 MN0526  HISTORY     - 1963     GOOD             CGS
 MN0526  HISTORY     - 1973     GOOD             NGS
 MN0526
 MN0526                          STATION DESCRIPTION
 MN0526
 MN0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0526'ABOUT 9 MILES SOUTH OF BAYARD ON A HIGH SUMMIT OF THE WILDCAT
 MN0526'RIDGE, IN NORTHWEST SEC. 12, T. 19 N., R. 53 W.
 MN0526'
 MN0526'REACHED FROM MINATARE BY U.S. HIGHWAY 26, BY GOING EAST FOR
 MN0526'4 MILES, THENCE SOUTH TO MC GREW, THENCE WEST ONE-HALF MILE,
 MN0526'THENCE SOUTH 3.8 MILES, EAST 1 MILE, THENCE SOUTH ON TRAIL
 MN0526'UP LOGAN CANYON 2.6 MILES TO END OF TRAIL.  STATION IS REACHED
 MN0526'FROM HERE BY PACKING UP RIGHT-HAND FORK OF CANYON TO TOP OF
 MN0526'RIDGE 1 MILE, THENCE SOUTHEAST ALONG RIDGE ABOUT ONE-HALF MILE
 MN0526'TO STATION.  STATION IS ON WESTERLY END OF CRESCENT-SHAPED
 MN0526'RIDGE WHICH IS HIGHEST IN VICINITY.
 MN0526'
 MN0526'STATION MARK IS STANDARD TABLET SET IN TOP OF 6-INCH CAST-IRON
 MN0526'PIPE FILLED WITH CONCRETE.
 MN0526'
 MN0526'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 MN0526'AS DESCRIBED.
 MN0526'
 MN0526'REFERENCE MARK NO. 1 IS STANDARD REFERENCE MARK TABLET SET
 MN0526'IN SIMILAR PIPE FILLED WITH CONCRETE, NEAR EAST END OF
 MN0526'CRESCENT-SHAPED RIDGE AND EAST OF STATION.
 MN0526'
 MN0526'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS SIMILAR MARK NORTH OF
 MN0526'WEST OF STATION, IN EAST-AND-WEST FENCE LINE, JUST WEST OF
 MN0526'THREE PINE TREES.
 MN0526'
 MN0526'WITNESS MARK IS THREE NAILS IN A PINE TREE, SOUTHWEST OF STATION.
 MN0526
 MN0526                          STATION RECOVERY (1934)
 MN0526
 MN0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0526'STATION IS ABOUT 7 MILES SOUTH OF MC GREW AND IS NEAR THE
 MN0526'WEST END OF A CRESCENT-SHAPED RIDGE ON THE DIVIDE OVERLOOKING
 MN0526'THE NORTH PLATTE RIVER VALLEY TO THE NORTH AND THE PUMPKIN
 MN0526'CREEK VALLEY TO THE SOUTH.  THERE ARE A FEW SMALL PINE TREES
 MN0526'ON THE RIDGE.  THE STATION MARK, WHICH IS A STANDARD DISK
 MN0526'SET WITH CONCRETE IN A FOUR-INCH IRON PIPE, WAS RECOVERED
 MN0526'IN EXCELLENT CONDITION.
 MN0526'
 MN0526'THE STATION IS REACHED FROM MC GREW BY GOING SOUTH FROM THE
 MN0526'RAILROAD TRACKS 0.2 MILE.  TURN WEST ON A GRADED ROAD AND
 MN0526'GO 0.3 MILE.  TURN SOUTH ON A GRADED ROAD AND GO 4.0 MILES.
 MN0526'TURN EAST ON A TRAIL FOLLOWING THE SECTION LINE AND GO 1.0
 MN0526'MILE.  TURN SOUTH THROUGH A WIRE GATE AND FOLLOW THE TRAIL
 MN0526'0.8 MILE TO SOME RANCH BUILDINGS.  PASS THROUGH A WIRE GATE
 MN0526'AT THE NORTHWEST CORNER OF THE RANCH YARD AND TAKE THE ONLY
 MN0526'TRAIL SOUTH WHICH WINDS UP LOGAN CANYON.  FOLLOW THIS TRAIL
 MN0526'2.1 MILES TO A WIRE FENCE.  FROM THIS POINT PACK UP THE WEST
 MN0526'SIDE OF THE CENTRAL ONE OF THREE CANYONS, FOLLOWING A STOCK
 MN0526'TRAIL 1.0 MILE TO THE TOP OF THE DIVIDE.  THEN GO
 MN0526'SOUTHEASTERLY ALONG THE TOP OF THE RIDGE ABOUT ONE-HALF MILE
 MN0526'TO THE HIGHEST POINT IN THE VICINITY AND THE STATION.  IT IS
 MN0526'ABOUT A THIRTY-FIVE MINUTE PACK.
 MN0526'
 MN0526'REFERENCE MARKS WERE BOTH FOUND IN EXCELLENT CONDITION.
 MN0526'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.
 MN0526'
 MN0526'REFERENCE MARK NO. 2, WHICH IS TO BE USED AS THE AZIMUTH
 MN0526'MARK, IS ABOUT 3/8 MILE NORTHWEST OF THE STATION AND IS IN A
 MN0526'FENCE LINE.  BOTH REFERENCE MARKS ARE STANDARD DISKS SET
 MN0526'WITH CONCRETE IN FOUR-INCH IRON PIPES.
 MN0526'
 MN0526'A 4-FOOT STAND WAS ERECTED.
 MN0526
 MN0526                          STATION RECOVERY (1963)
 MN0526
 MN0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0526'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0526'
 MN0526'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 MN0526'NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS AND
 MN0526'DISTANCES TO THE MARKS WERE VERIFIED.
 MN0526'
 MN0526'REFERENCE MARK NO. 3 WAS SET BY THIS PARTY.
 MN0526'
 MN0526'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 MN0526'
 MN0526'THE STATION IS 8 MILES SOUTH OF MC GREW, 7 MILES NORTHWEST OF
 MN0526'REDINGTON AND NEAR THE WEST END OF A CRESCENT-SHAPED RIDGE
 MN0526'OVERLOOKING THE NORTH PLATTE RIVER VALLEY TO THE NORTH AND
 MN0526'PUMPKIN CREEK VALLEY TO THE SOUTH.  THE STATION IS IN THE
 MN0526'NORTHWEST QUARTER OF SECTION 12, T 19 N, R 53 W AND ON PROPERTY
 MN0526'OWNED BY MR. HENRY L. OLSON.
 MN0526'
 MN0526'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0526'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0526'24.7 MILES TO THE JUNCTION WITH STATE HIGHWAY 88.  TURN
 MN0526'RIGHT AND GO EAST ON HIGHWAY 88 FOR 8.1 MILES TO A
 MN0526'CROSSROAD.  CONTINUE EAST ON HIGHWAY 88 FOR 6.1 MILE TO A
 MN0526'CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 2.1
 MN0526'MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE NORTH ON THE
 MN0526'GRAVEL ROAD FOR 0.65 MILE TO WHERE THE GRAVEL ROAD CURVES TO
 MN0526'THE RIGHT AND A TRACK ROAD TO THE LEFT.  TURN LEFT AND GO NORTH
 MN0526'ON THE TRACK ROAD PASSING TO THE WEST OF A SMALL FENCED OFF LOT
 MN0526'FOR 0.05 MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE
 MN0526'THEN JOG TO THE LEFT AND GO NORTH ON A TRACK ROAD FOR
 MN0526'0.95 MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE AND GO
 MN0526'NORTHWEST ON THE TRACK ROAD FOR 0.75 MILE TO A WIRE
 MN0526'GATE.  PASS THROUGH THE WIRE GATE AND GO NORTHERLY ON THE
 MN0526'TRACK ROAD FOR 0.3 MILE TO A WIRE GATE.  PASS THROUGH THE
 MN0526'WIRE GATE AND GO NORTHEAST FOR 0.05 MILE TO A Y-ROAD FORK.
 MN0526'BEAR LEFT AND GO NORTHERLY ON A TRACK ROAD FOR 0.5 MILE TO
 MN0526'A WINDMILL AND TWO WATER TANKS ON THE LEFT.  BEAR RIGHT AND
 MN0526'GO SOUTHEAST AND EAST ALONG THE TOP OF THE RIDGE FOR 0.9
 MN0526'MILE TO A GATE IN AN EAST-WEST FENCE.  PASS THROUGH THE GATE
 MN0526'AND GO EASTERLY ON THE TRACK ROAD FOR 0.25 MILE TO
 MN0526'REFERENCE MARK NO. 2 (AZIMUTH MARK) ON THE LEFT, ABOUT 100
 MN0526'YARDS NORTH OF THE TRACK ROAD.  CONTINUE EASTERLY ON THE
 MN0526'TRACK ROAD FOR 0.1 MILE TO A WINDMILL ON THE RIGHT.
 MN0526'CONTINUE EASTERLY ON THE TRACK ROAD FOR 0.2 MILE TO A SADDLE,
 MN0526'THENCE BEAR RIGHT AND GO SOUTHEASTERLY UP-HILL TO THE TOP
 MN0526'OF THE RIDGE AND THE STATION.
 MN0526'
 MN0526'STATION MARK, A STANDARD DISK STAMPED LOGAN 1933, IS CEMENTED
 MN0526'IN A 6 INCH IN DIAMETER IRON PIPE WHICH PROJECTS 5 INCHES.
 MN0526'
 MN0526'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOGAN NO 1 1933,
 MN0526'IS CEMENTED IN A 6 INCH IN DIAMETER IRON PIPE WHICH PROJECTS
 MN0526'8 INCHES.
 MN0526'
 MN0526'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOGAN NO 2 1933,
 MN0526'IS CEMENTED IN A 6 INCH IN DIAMETER IRON PIPE WHICH PROJECTS
 MN0526'8 INCHES.
 MN0526'
 MN0526'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LOGAN NO 3 1933,
 MN0526'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MN0526
 MN0526                          STATION RECOVERY (1973)
 MN0526
 MN0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0526'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 MN0526'IN GOOD CONDITION.  THE DIRECTIONS AND DISTANCES TO ALL MARKS
 MN0526'COMPARED WITH THE OLD DATA.  A NEW AND COMPLETE DESCRIPTION
 MN0526'FOLLOWS--
 MN0526'
 MN0526'STATION IS LOCATED ABOUT 15 MILES WEST OF BRIDGEPORT, 13 MILES
 MN0526'SOUTH-SOUTHEAST OF MELBETA, 8 MILES SOUTH-SOUTHWEST OF BAYARD,
 MN0526'7 MILES NORTHWEST OF REDINGTON AND NEAR A CRESCENT-SHAPED RIDGE
 MN0526'OVERLOOKING THE THE NORTH PLATTE RIVER VALLEY TO THE NORTH
 MN0526'AND PUMPKIN CREEK VALLEY TO THE SOUTH, PROPERTY IS OWNED BY
 MN0526'MR. HENRY L. OLSON.
 MN0526'
 MN0526'TO REACH FROM THE POST OFFICE IN MELBETA, GO SOUTHERLY ON THE
 MN0526'PAVED ROAD FOR 7 MILES TO END OF PAVEMENT.  CONTINUE SOUTH
 MN0526'ON THE GRAVELED ROAD FOR 5.4 MILES TO A GRAVELED SIDE ROAD
 MN0526'LEFT.  TURN LEFT AND GO EAST FOR 2.1 MILES TO A T-ROAD.  TURN
 MN0526'RIGHT AND GO SOUTH AND EAST ON THE GRAVELED ROAD FOR 5.1 MILES
 MN0526'TO A T-ROAD.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR
 MN0526'0.6 MILE TO A TRACK ROAD LEFT AND TWO GATES.  PASS THROUGH
 MN0526'GATES AND GO NORTHWEST ON TRACK ROAD FOR 1.1 MILES TO A GATE.
 MN0526'PASS THROUGH AND CONTINUE ON TRACK ROAD NORTHWEST UPHILL FOR
 MN0526'0.7 MILE TO A GATE.  PASS THROUGH AND CONTINUE ON TRACK ROAD
 MN0526'FOR 0.4 MILE TO A GATE.  PASS THROUGH AND GO NORTHERLY ON
 MN0526'TRACK ROAD FOR 0.5 MILE TO A WINDMILL ON LEFT.  TURN RIGHT
 MN0526'AND GO EASTERLY ON THE TRACK ROAD FOR 0.9 MILE TO A GATE.
 MN0526'PASS THROUGH AND GO EASTERLY ON THE TRACK ROAD FOR 0.3
 MN0526'MILE TO REFERENCE MARK 2 ON LEFT IN THE FENCE LINE.
 MN0526'CONTINUE EAST ON THE TRACK ROAD FOR 0.5 MILE TO THE TOP OF
 MN0526'RIDGE AND STATION AS DESCRIBED.
 MN0526'
 MN0526'STATION MARK IS A STANDARD DISK STAMPED LOGAN 1933, SET IN
 MN0526'TOP OF A 4-INCH PRECAST CONCRETE IRON PIPE THAT PROJECTS 4
 MN0526'INCHES ABOVE GROUND SURFACE.  IT IS 30 FEET SOUTH OF THE
 MN0526'NORTH EDGE OF RIDGE AND 43 FEET NORTH OF THE SOUTH EDGE OF
 MN0526'RIDGE.
 MN0526'
 MN0526'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LOGAN NO 1 1933,
 MN0526'SET IN TOP OF A 4-INCH PRECAST CONCRETE IRON PIPE THAT PROJECTS
 MN0526'6 INCHES ABOVE GROUND SURFACE.  IT IS 28 FEET NORTH OF THE
 MN0526'SOUTH EDGE OF RIDGE AND 34 FEET SOUTH OF THE NORTH EDGE OF
 MN0526'RIDGE.
 MN0526'
 MN0526'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LOGAN NO 2 1933,
 MN0526'SET IN TOP OF A 4-INCH PRECAST CONCRETE IRON PIPE THAT PROJECTS
 MN0526'8 INCHES ABOVE GROUND SURFACE.  IT IS 5 INCHES SOUTH OF THE
 MN0526'FENCE AND 1.5 FEET EAST OF A METAL WITNESS POST WITH SIGN
 MN0526'ATTACHED.
 MN0526'
 MN0526'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LOGAN NO 3 1933,
 MN0526'SET IN 12-INCH SQUARE CONCRETE, PROJECTS 2 INCHES.  ITS 8
 MN0526'FEET NORTH OF THE SOUTH EDGE OF RIDGE, 34 FEET SOUTH OF THE
 MN0526'NORTH EDGE OF RIDGE.
 MN0526'
 MN0526'AIRLINE DISTANCE AND DIRECTION FORM NEAREST TOWN--7 MILES
 MN0526'NORTHWEST OF REDINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0892 ***********************************************************************
 LG0892  DESIGNATION -  LOGAN
 LG0892  PID         -  LG0892
 LG0892  STATE/COUNTY-  NE/CLAY
 LG0892  USGS QUAD   -  EDGAR NW (1969)
 LG0892
 LG0892                         *CURRENT SURVEY CONTROL
 LG0892  ___________________________________________________________________
 LG0892* NAD 83(1995)-  40 25 22.70785(N)    097 54 31.98808(W)     ADJUSTED  
 LG0892* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 LG0892  ___________________________________________________________________
 LG0892  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 LG0892  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 LG0892
 LG0892  HORZ ORDER  -  SECOND
 LG0892
 LG0892.The horizontal coordinates were established by classical geodetic methods
 LG0892.and adjusted by the National Geodetic Survey in August 1997..
 LG0892
 LG0892.The orthometric height was scaled from a topographic map.
 LG0892
 LG0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0892
 LG0892.The geoid height was determined by GEOID03.
 LG0892
 LG0892;                    North         East     Units Scale Factor Converg.
 LG0892;SPC NE       -    67,614.300   677,415.177   MT  0.99983550   +1 23 08.8
 LG0892;UTM  14      - 4,475,276.483   592,560.894   MT  0.99970546   +0 42 27.2
 LG0892
 LG0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0892!SPC NE       -   0.99992143  x   0.99983550  =   0.99975694
 LG0892!UTM  14      -   0.99992143  x   0.99970546  =   0.99962691
 LG0892
 LG0892:                Primary Azimuth Mark                     Grid Az
 LG0892:SPC NE       -  LOGAN AZ MK                              088 48 26.6
 LG0892:UTM  14      -  LOGAN AZ MK                              089 29 08.2
 LG0892
 LG0892|---------------------------------------------------------------------|
 LG0892| PID    Reference Object                     Distance      Geod. Az  |
 LG0892|                                                           dddmmss.s |
 LG0892| CN9879 LOGAN AZ MK                                        0901135.4 |
 LG0892| LG0859 SHICKLEY MUNICIPAL TANK             APPROX.15.7 KM 0915833.7 |
 LG0892| LG0887 STOCKHOLM SWEDISH LUTHERAN CH       APPROX.11.2 KM 0975023.9 |
 LG0892| LG0889 DAVENPORT MUNICIPAL TANK            APPROX.14.6 KM 1461901.6 |
 LG0892| CN9880 LOGAN RM 1                           16.758 METERS 17958     |
 LG0892| LG0891 EDGAR MUNICIPAL STANDPIPE           APPROX. 8.0 KM 2210752.8 |
 LG0892| LG0893 LOGAN 2                              13.858 METERS 22114     |
 LG0892| CN9881 LOGAN RM 2                           26.057 METERS 24143     |
 LG0892|---------------------------------------------------------------------|
 LG0892
 LG0892                          SUPERSEDED SURVEY CONTROL
 LG0892
 LG0892  NAD 83(1986)-  40 25 22.71541(N)    097 54 31.98851(W) AD(       ) 2
 LG0892  NAD 27      -  40 25 22.67600(N)    097 54 30.82200(W) AD(       ) 2
 LG0892
 LG0892.Superseded values are not recommended for survey control.
 LG0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0892.See file dsdata.txt to determine how the superseded data were derived.
 LG0892
 LG0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9256175276(NAD 83)
 LG0892_MARKER: DS = TRIANGULATION STATION DISK
 LG0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0892+STABILITY: SURFACE MOTION
 LG0892
 LG0892  HISTORY     - Date     Condition        Report By
 LG0892  HISTORY     - 1950     MONUMENTED       CGS
 LG0892  HISTORY     - 1967     GOOD             CGS
 LG0892  HISTORY     - 1968     GOOD             USGS
 LG0892  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LG0892
 LG0892                          STATION DESCRIPTION
 LG0892
 LG0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0892'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF A SCHOOL
 LG0892'YARD, ABOUT 1/2 MILE NORTH AND 9-1/2 MILES WEST OF THE SMALL
 LG0892'TOWN OF SHICKLEY.  IT IS 86 FEET NORTHEAST OF THE NORTHEAST
 LG0892'CORNER OF THE SCHOOL HOUSE, 51 FEET EAST OF A DRILL WELL,
 LG0892'6 FEET SOUTHWEST OF A FENCE CORNER, 4 FEET SOUTH OF A FENCELINE,
 LG0892'35 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD AND 4 FEET
 LG0892'WEST OF A FENCELINE.  THE MARK IS SET FLUSH WITH THE GROUND
 LG0892'AND THE DISK IS STAMPED LOGAN 1950.
 LG0892'
 LG0892'REFERENCE MARK NO. 1 IS 76 FEET EAST SOUTHEAST OF THE NORTHEAST
 LG0892'CORNER OF THE SCHOOL HOUSE, 8 FEET NORTHEAST OF THE NORTHWEST
 LG0892'CORNER OF A COAL SHED AND 4.5 FEET WEST OF A FENCELINE.  THE
 LG0892'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LG0892'LOGAN NO 1 1950.
 LG0892'
 LG0892'REFERENCE MARK NO. 2 IS 47 FEET SOUTHWEST OF A DRILL WELL AND
 LG0892'2 FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE.  THE
 LG0892'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LG0892'LOGAN NO 2 1950.
 LG0892'
 LG0892'AZIMUTH MARK IS 41 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 LG0892'ROAD, 15 FEET WEST OF THE CENTERLINE OF A GRAVEL
 LG0892'ROAD AND 6 FEET SOUTH SOUTHEAST OF A WHITE WITNESS POST.  THE
 LG0892'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LOGAN 1950.
 LG0892'
 LG0892'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN
 LG0892'OF SHICKLEY, GO NORTH ON THE MAIN STREET FOR 0.4 MILE TO ITS
 LG0892'JUNCTION WITH STATE ROUTE 74.  TURN LEFT (WEST) ON STATE ROUTE
 LG0892'74 FOR 9.1 MILES TO A CROSSROADS AND AZIMUTH MARK IN THE
 LG0892'SOUTHWEST ANGLE AS DESCRIBED.  CONTINUE WEST FOR 0.45 MILE
 LG0892'TO SCHOOL HOUSE AND STATION ON LEFT AS DESCRIBED.
 LG0892'
 LG0892'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0892
 LG0892                          STATION RECOVERY (1967)
 LG0892
 LG0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LG0892'STATION WAS RECOVERED IN GOOD CONDITION, THE SCHOOL HOUSE HAS BEEN
 LG0892'DESTROYED, BUT REFERENCE TO CENTERLINE AND FENCELINE WAS QUITE
 LG0892'ACCURATE.  THE REFERENCE MARKS WERE NOT RECOVERED, A THOROUGH
 LG0892'SEARCH WAS NOT MADE.  AFTER AN HOUR SEARCH FOR THE AZI MK,
 LG0892'IT COULD NOT BE FOUND.  POSSIBLY DESTROYED DURING CONSTRUCTION
 LG0892'AT THE CROSSROADS.  ROUTE DESCRIPTION WAS ADEQUATE.
 LG0892
 LG0892                          STATION RECOVERY (1968)
 LG0892
 LG0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LG0892'STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS,
 LG0892'AND THE AZIMUTH MARK COULD NOT BE FOUND.  THE SCHOOL HOUSE
 LG0892'IN THE DESCRIPTION HAS BEEN DESTROYED.  ROUTE DESCRIPTION
 LG0892'WAS ADEQUATE.
 LG0892
 LG0892                          STATION RECOVERY (1971)
 LG0892
 LG0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 LG0892'THE SURFACE STATION MARK WAS FOUND LOOSE IN THE GROUND, ALTHOUGH
 LG0892'IT CHECKED VERTICALLY WITH THE UNDERGROUND DISK.  REFERENCE
 LG0892'MARK 1 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT FOUND,
 LG0892'PROBABLY LOST TO THE CONSTRUCTION IN THE AREA.  REFERENCE MARK
 LG0892'2 WAS FOUND 4 INCHES BELOW THE GROUND, CHIPPED AND SCARRED,
 LG0892'BUT SOLID.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE
 LG0892'0.004 METER SHORTER THAN PREVIOUSLY MEASURED.  ROAD
 LG0892'CONSTRUCTION WILL CHANGE THE TERRAIN SO STATION LOGAN 2 WAS
 LG0892'ESTABLISHED AT THIS TIME.  THE UNDERGROUND STATION DISK
 LG0892'WAS LEFT IN PLACE ON THE CHANCE THAT THE CONSTRUCTION WILL
 LG0892'NOT DISTURB IT.  FOR ADDITIONAL INFORMATION, SEE THE
 LG0892'DESCRIPTION FOR LOGAN 2.
 LG0892'
 LG0892'THE STATION IS LOCATED 10.5 MILES SOUTH-SOUTHWEST OF SUTTON,
 LG0892'9.5 MILES WEST OF SHICKLEY, ON THE RIGHT-OF-WAY OF STATE
 LG0892'HIGHWAY 74 (PROBABLY IN THE DITCH AFTER CONSTRUCTION), ON THE
 LG0892'HIGHEST NORTH-SOUTH RIDGE IN THE AREA IN SECTION 8, T 5 N, R 5 W.
 LG0892'
 LG0892'TO REACH THE STATION FROM THE SHICKLEY POST OFFICE, GO NORTH
 LG0892'ON THE MAIN STREET FOR 0.4 MILE TO STATE HIGHWAY 74.  TURN
 LG0892'LEFT AND GO WEST ON HIGHWAY 74 FOR 9.1 MILES TO A CROSSROAD, AN
 LG0892'ELECTRIC POWER SUBSTATION IN THE SOUTHWEST ANGLE OF THE
 LG0892'INTERSECTION.  CONTINUE WEST ON HIGHWAY 74 FOR 0.45 MILE TO
 LG0892'THE TOP OF GRADE, FIELD ENTRANCES RIGHT AND LEFT, AND THE
 LG0892'STATION ON THE LEFT.  (THE NEBRASKA HIGHWAY DEPARTMENT PLANS
 LG0892'TO MAKE A FOUR FOOT CUT IN THIS AREA WHILE CONSTRUCTING THE
 LG0892'NEW ROAD.)
 LG0892'
 LG0892'THE UNDERGROUND STATION DISK IS A STANDARD DISK STAMPED LOGAN
 LG0892'1950, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 26
 LG0892'INCHES BELOW THE SURFACE.  IT IS 30 FEET WEST OF THE CENTER
 LG0892'OF A FIELD ROAD, 94 FEET SOUTH OF A POWER LINE POLE ACROSS ROAD,
 LG0892'34 FEET SOUTH OF THE CENTER OF HIGHWAY 74.
 LG0892'
 LG0892'REFERENCE MARK 2, A STANDARD DISK STAMPED LOGAN NO 2 1950,
 LG0892'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 LG0892'IS 4 INCHES BELOW GROUND.  IT IS 73 FEET SOUTH OF THE CENTER
 LG0892'OF HIGHWAY 74, 160 FEET NORTHEAST OF A MULTI-TRUNKED TREE,
 LG0892'46 FEET WEST-SOUTHWEST OF A METAL WITNESS POST, AND 6 FEET
 LG0892'SOUTH OF THE RIGHT-OF-WAY LINE (A FENCE WILL BE BUILT ON
 LG0892'THIS LINE).
 LG0892'
 LG0892'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 10 MILES
 LG0892'EAST-SOUTHEAST OF FAIRFIELD.
 LG0892'
 LG0892'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0893 ***********************************************************************
 LG0893  CBN         -  This is a Cooperative Base Network Control Station.
 LG0893  DESIGNATION -  LOGAN 2
 LG0893  PID         -  LG0893
 LG0893  STATE/COUNTY-  NE/CLAY
 LG0893  USGS QUAD   -  EDGAR NW (1969)
 LG0893
 LG0893                         *CURRENT SURVEY CONTROL
 LG0893  ___________________________________________________________________
 LG0893* NAD 83(1995)-  40 25 22.36996(N)    097 54 32.37553(W)     ADJUSTED  
 LG0893* NAVD 88     -       527.0    (meters)    1729.     (feet)  GPS OBS   
 LG0893  ___________________________________________________________________
 LG0893  X           -    -669,117.709 (meters)                     COMP
 LG0893  Y           -  -4,816,518.196 (meters)                     COMP
 LG0893  Z           -   4,114,168.983 (meters)                     COMP
 LG0893  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 LG0893  ELLIP HEIGHT-         500.69  (meters)          (07/10/01) GPS OBS
 LG0893  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 LG0893
 LG0893  HORZ ORDER  -  B
 LG0893  ELLP ORDER  -  FOURTH    CLASS I
 LG0893
 LG0893.The horizontal coordinates were established by GPS observations
 LG0893.and adjusted by the National Geodetic Survey in June 1996..
 LG0893
 LG0893.The orthometric height was determined by GPS observations and a
 LG0893.high-resolution geoid model.
 LG0893
 LG0893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0893
 LG0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0893
 LG0893.The ellipsoidal height was determined by GPS observations
 LG0893.and is referenced to NAD 83.
 LG0893
 LG0893.The geoid height was determined by GEOID03.
 LG0893
 LG0893;                    North         East     Units Scale Factor Converg.
 LG0893;SPC NE       -    67,603.662   677,406.300   MT  0.99983553   +1 23 08.5
 LG0893;UTM  14      - 4,475,265.952   592,551.892   MT  0.99970544   +0 42 26.9
 LG0893
 LG0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0893!SPC NE       -   0.99992146  x   0.99983553  =   0.99975701
 LG0893!UTM  14      -   0.99992146  x   0.99970544  =   0.99962693
 LG0893
 LG0893|---------------------------------------------------------------------|
 LG0893| PID    Reference Object                     Distance      Geod. Az  |
 LG0893|                                                           dddmmss.s |
 LG0893| CN9883 LOGAN 2 RM 3                         40.014 METERS 00918     |
 LG0893| LG0892 LOGAN                                13.858 METERS 04114     |
 LG0893| CN9882 LOGAN 2 AZ MK                                      0902147.1 |
 LG0893| LG0891 EDGAR MUNICIPAL STANDPIPE           APPROX. 8.0 KM 2210752.0 |
 LG0893| CN9881 LOGAN RM 2                           13.946 METERS 26204     |
 LG0893|---------------------------------------------------------------------|
 LG0893
 LG0893                          SUPERSEDED SURVEY CONTROL
 LG0893
 LG0893  ELLIP H (06/25/96)  500.74   (m)                       GP(       ) 1 1
 LG0893  NAD 83(1986)-  40 25 22.37752(N)    097 54 32.37595(W) AD(       ) 3
 LG0893  NAD 27      -  40 25 22.33814(N)    097 54 31.20942(W) AD(       ) 3
 LG0893
 LG0893.Superseded values are not recommended for survey control.
 LG0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0893.See file dsdata.txt to determine how the superseded data were derived.
 LG0893
 LG0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9255275266(NAD 83)
 LG0893_MARKER: DS = TRIANGULATION STATION DISK
 LG0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0893_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0893_STAMPING: LOGAN 2 1971
 LG0893_MARK LOGO: CGS   
 LG0893_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0893+STABILITY: SURFACE MOTION
 LG0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0893+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2004
 LG0893
 LG0893  HISTORY     - Date     Condition        Report By
 LG0893  HISTORY     - 1971     MONUMENTED       NGS
 LG0893  HISTORY     - 19950418 GOOD             NGS
 LG0893  HISTORY     - 20000605 GOOD             NEDR
 LG0893  HISTORY     - 20021012 GOOD             NEDR
 LG0893  HISTORY     - 20040331 GOOD             DUCKS
 LG0893  HISTORY     - 20040724 GOOD             DUCKS
 LG0893
 LG0893                          STATION DESCRIPTION
 LG0893
 LG0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 LG0893'THIS STATION WAS ESTABLISHED BECAUSE STATION LOGAN 1950 MIGHT
 LG0893'BE DESTROYED BY ROAD CONSTRUCTION (ONLY THE UNDERGROUND DISK
 LG0893'REMAINS).  THE NEBRASKA HIGHWAY DEPARTMENT STATED THAT A 4 FOOT
 LG0893'CUT WILL BE MADE AT THIS POINT, SO THE OLD STATION WILL PROBABLY
 LG0893'BE IN A DITCH.
 LG0893'
 LG0893'THE STATION IS LOCATED 10.5 MILES SOUTH-SOUTHWEST OF SUTTON,
 LG0893'9.5 MILES WEST OF SHICKLEY, ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 LG0893'74, ON THE HIGHEST NORTH-SOUTH RIDGE IN THE AREA, IN SECTION 8,
 LG0893'T 5 N, R 5 W.
 LG0893'
 LG0893'TO REACH THE STATION FROM THE SHICKLY POST OFFICE, GO NORTH ON
 LG0893'THE MAIN STREET FOR 0.4 MILE TO STATE HIGHWAY 74.  TURN LEFT
 LG0893'AND GO WEST ON HIGHWAY 74 FOR 9.1 MILES TO A CROSSROAD, AN
 LG0893'ELECTRIC POWER SUB-STATION AND THE AZIMUTH MARK ON THE LEFT.
 LG0893'CONTINUE WEST ON HIGHWAY 74 FOR 0.45 MILE TO THE TOP OF THE
 LG0893'GRADE, FIELD ENTRANCES RIGHT AND LEFT, AND THE STATION ON THE
 LG0893'LEFT.
 LG0893'
 LG0893'THE STATION MARKS ARE STANDARD DISKS STAMPED LOGAN 2 1971.
 LG0893'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LG0893'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS
 LG0893'131 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE ACROSS THE ROAD,
 LG0893'49 FEET WEST OF THE CENTER OF A TRACK ROAD, 66 FEET SOUTH OF THE
 LG0893'CENTER OF THE HIGHWAY, 2.2 FEET SOUTH OF A METAL WITNESS POST,
 LG0893'ON THE RIGHT-OF-WAY (A FENCE WILL BE BUILT ON THIS LINE).  THE
 LG0893'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LG0893'CONCRETE 46 INCHES BELOW GROUND.
 LG0893'
 LG0893'LOGAN 1950, A STANDARD DISK STAMPED LOGAN 1950, IS SET IN THE
 LG0893'TOP OF AN IRREGULAR MASS OF CONCRETE 26 INCHES BELOW GROUND
 LG0893'AT THIS TIME.
 LG0893'
 LG0893'IT IS 30 FEET WEST OF THE CENTER OF THE FIELD ROAD, 94 FEET
 LG0893'SOUTH OF THE POWER LINE POLE, AND 34 FEET SOUTH OF THE CENTER OF
 LG0893'THE HIGHWAY.
 LG0893'
 LG0893'REFERENCE MARK 2, A STANDARD DISK STAMPED LOGAN NO 2 1950, IS
 LG0893'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 LG0893'4 INCHES BELOW GROUND (THIS MARK IS SCARRED AND CHIPPED, BUT
 LG0893'SOLID).  IT IS 73 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 160
 LG0893'FEET NORTHEAST OF A LONE MULTI-TRUNKED TREE, 46 FEET
 LG0893'WEST-SOUTHWEST OF A METAL WITNESS POST, AND 6 FEET SOUTH OF THE
 LG0893'RIGHT-OF-WAY LINE.
 LG0893'
 LG0893'REFERENCE MARK 3, A STANDARD DISK STAMPED LOGAN 2 NO 3 1971, IS
 LG0893'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LG0893'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 62 FEET NORTH OF THE
 LG0893'CENTER OF THE HIGHWAY, 5.0 FEET NORTHWEST OF THE SOUTH END OF A
 LG0893'FENCE, 1.5 FEET WEST OF THE POWER LINE POLE, AND 1.3 FEET EAST OF
 LG0893'A METAL WITNESS POST.
 LG0893'
 LG0893'THE AZIMUTH MARK, A STANDARD DISK STAMPED LOGAN 2 1971, IS SET IN
 LG0893'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 LG0893'2 INCHES ABOVE GROUND.  IT IS 75 FEET SOUTH OF THE CENTER OF
 LG0893'HIGHWAY 74, 71 FEET WEST OF THE CENTER OF A DIRT ROAD, 46.5 FEET
 LG0893'SOUTH-SOUTHWEST OF A POWER LINE POLE, AND 2.6 FEET NORTH OF THE
 LG0893'NORTHEAST CORNER OF THE FENCE THAT SURROUNDS THE ELECTRIC POWER
 LG0893'SUB-STATION.
 LG0893'
 LG0893'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0893
 LG0893                          STATION RECOVERY (1995)
 LG0893
 LG0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG0893'TO REACH THE MARK FROM THE SHICKLEY POST OFFICE, GO NORTH ON MAIN
 LG0893'STREET FOR 0.4 MI (0.6 KM) TO STATE HIGHWAY 74.  TURN LEFT AND GO WEST
 LG0893'ON THE HIGHWAY FOR 9.55 MI (15.37 KM) TO A CEMETERY ON THE RIGHT AND
 LG0893'THE MARK ON THE LEFT, ON THE SOUTH RIGHT-OF-WAY OF THE HIGHWAY, IN THE
 LG0893'NE1/4, SEC8, T5N, R5W.  THE DISK IS SET INTO THE TOP OF A ROUND
 LG0893'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 220.0 FT (67.1
 LG0893'M) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE CEMETERY, 170.0 FT (51.8
 LG0893'M) EAST FROM THE CENTERLINE OF A FIELD ROAD AT THE HALF-SECTION LINE,
 LG0893'131.28 FT (40.01 M) SOUTH-SOUTHWEST FROM REFERENCE MARK 3, WHICH IS
 LG0893'2.5 FT (0.8 M) WEST FROM A UTILITY POLE AT THE SOUTHEAST CORNER OF THE
 LG0893'CEMETERY, 131.0 FT (39.9 M) SOUTH-SOUTHWEST FROM THE POLE, 64.0 FT
 LG0893'(19.5 M) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 27.0 FT (8.2 M)
 LG0893'WEST FROM THE EXTENDED EAST FENCE LINE OF THE CEMETERY, 2.6 FT (0.8 M)
 LG0893'EAST-NORTHEAST FROM A METAL POST AND 2.2 FT (0.7 M) WEST-NORTHWEST
 LG0893'FROM A WITNESS POST.  A LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH
 LG0893'SIDE OF THE MARK.
 LG0893
 LG0893                          STATION RECOVERY (2000)
 LG0893
 LG0893'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG0893'RECOVERED AS DESCRIBED.
 LG0893
 LG0893                          STATION RECOVERY (2002)
 LG0893
 LG0893'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG0893'RECOVERED IN GOOD CONDITION.
 LG0893
 LG0893                          STATION RECOVERY (2004)
 LG0893
 LG0893'RECOVERY NOTE BY DUCKS UNLIMITED 2004
 LG0893'RECOVERED IN GOOD CONDITION.
 LG0893
 LG0893                          STATION RECOVERY (2004)
 LG0893
 LG0893'RECOVERY NOTE BY DUCKS UNLIMITED 2004
 LG0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1162 ***********************************************************************
 ML1162  DESIGNATION -  LOMAX
 ML1162  PID         -  ML1162
 ML1162  STATE/COUNTY-  NE/CUSTER
 ML1162  USGS QUAD   -  EDDYVILLE SW (1978)
 ML1162
 ML1162                         *CURRENT SURVEY CONTROL
 ML1162  ___________________________________________________________________
 ML1162* NAD 83(1995)-  41 06 29.45297(N)    099 40 39.14681(W)     ADJUSTED  
 ML1162* NAVD 88     -       815.     (meters)    2674.     (feet)  SCALED    
 ML1162  ___________________________________________________________________
 ML1162  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 ML1162  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 ML1162
 ML1162  HORZ ORDER  -  SECOND
 ML1162
 ML1162.The horizontal coordinates were established by classical geodetic methods
 ML1162.and adjusted by the National Geodetic Survey in August 1997..
 ML1162
 ML1162.The orthometric height was scaled from a topographic map.
 ML1162
 ML1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1162
 ML1162.The geoid height was determined by GEOID03.
 ML1162
 ML1162;                    North         East     Units Scale Factor Converg.
 ML1162;SPC NE       -   141,591.759   527,077.097   MT  0.99968254   +0 12 49.3
 ML1162;UTM  14      - 4,550,987.495   443,110.871   MT  0.99963983   -0 26 43.7
 ML1162
 ML1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1162!SPC NE       -   0.99987578  x   0.99968254  =   0.99955836
 ML1162!UTM  14      -   0.99987578  x   0.99963983  =   0.99951566
 ML1162
 ML1162:                Primary Azimuth Mark                     Grid Az
 ML1162:SPC NE       -  LOMAX AZ MK 2                            165 35 52.0
 ML1162:UTM  14      -  LOMAX AZ MK 2                            166 15 25.0
 ML1162
 ML1162|---------------------------------------------------------------------|
 ML1162| PID    Reference Object                     Distance      Geod. Az  |
 ML1162|                                                           dddmmss.s |
 ML1162| ML1226 LOMAX AZ MK 2                       466.668 METERS 1654841.3 |
 ML1162| ML1234 LOMAX AZ MK                                        1654835.8 |
 ML1162| ML1235 LOMAX RM 1                           13.352 METERS 19536     |
 ML1162| ML1164 OCONTO MUNICIPAL TANK               APPROX. 8.2 KM 2975248.4 |
 ML1162| ML1236 LOMAX RM 2                           13.102 METERS 32709     |
 ML1162|---------------------------------------------------------------------|
 ML1162
 ML1162                          SUPERSEDED SURVEY CONTROL
 ML1162
 ML1162  NAD 83(1986)-  41 06 29.46001(N)    099 40 39.15174(W) AD(       ) 2
 ML1162  NAD 27      -  41 06 29.42900(N)    099 40 37.74800(W) AD(       ) 2
 ML1162
 ML1162.Superseded values are not recommended for survey control.
 ML1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1162.See file dsdata.txt to determine how the superseded data were derived.
 ML1162
 ML1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4311150987(NAD 83)
 ML1162_MARKER: DS = TRIANGULATION STATION DISK
 ML1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1162_SP_SET: CONCRETE POST
 ML1162_STAMPING: LOMAX 1951
 ML1162_MARK LOGO: CGS   
 ML1162_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1162+STABILITY: SURFACE MOTION
 ML1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1162+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1982
 ML1162
 ML1162  HISTORY     - Date     Condition        Report By
 ML1162  HISTORY     - 1951     MONUMENTED       CGS
 ML1162  HISTORY     - 1951     GOOD             CGS
 ML1162  HISTORY     - 1978     GOOD             LOCENG
 ML1162  HISTORY     - 19820810 GOOD             NGS
 ML1162
 ML1162                          STATION DESCRIPTION
 ML1162
 ML1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1162'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH-NORTHWEST OF
 ML1162'EDDYVILLE AND ABOUT 5.5 MILES SOUTHEAST OF OCONTO ON THE SUMMIT
 ML1162'OF THE HIGHEST HILL IN THE VICINITY, 5 FEET WEST OF A WITNESS
 ML1162'POST.  IT IS STAMPED LOMAX 1951 AND PROJECTS 3 INCHES.
 ML1162'
 ML1162'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE AND IS ABOUT 2
 ML1162'FEET LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 ML1162'LOMAX NO 1 1951 AND PROJECTS 3 INCHES.
 ML1162'
 ML1162'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE AND IS ABOUT
 ML1162'1 FOOT LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 ML1162'LOMAX NO 2 1951 AND PROJECTS 5 INCHES.
 ML1162'
 ML1162'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 79.26 FEET.
 ML1162'
 ML1162'THE AZIMUTH MARK IS ON A NARROW RIDGE IN THE SOUTH EDGE OF A
 ML1162'PASTURE, 2 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF AN
 ML1162'EAST-WEST FENCE LINE.  IT IS STAMPED LOMAX 1951 AND PROJECTS
 ML1162'4 INCHES.
 ML1162'
 ML1162'TO REACH THE STATION FROM THE POST OFFICE IN EDDYVILLE, GO NORTH
 ML1162'AND NORTHWEST ON STATE HIGHWAY 40 FOR 7.9 MILES TO A T ROAD
 ML1162'RIGHT, TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.9 MILE TO
 ML1162'A T INTERSECTION, TURN LEFT AND GO NORTH FOR 0.35 MILE TO A
 ML1162'DRIVEWAY INTO FARMYARD ON RIGHT.  TURN RIGHT AND GO EAST
 ML1162'THROUGH FARMYARD TO A GATE IN NORTH-SOUTH FENCE LINE JUST
 ML1162'EAST OF LARGE CHICKEN HOUSE, PASS THROUGH GATE AND GO NORTHEAST
 ML1162'FOR 0.4 MILE TO TOP OF RIDGE, TURN RIGHT AND GO EAST ON TRACK
 ML1162'ROAD FOR 0.2 MILE TO A FENCE CORNER AND GATE IN NORTH-SOUTH
 ML1162'FENCE LINE, PASS THROUGH GATE AND GO SOUTH AND SOUTHEAST
 ML1162'ON DIM TRACK ROAD FOR 0.3 MILE TO A GATE IN NORTH-SOUTH
 ML1162'FENCE LINE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD
 ML1162'SOUTHEAST FOR 0.3 MILE, FROM THIS POINT LEAVE ROAD AND GO
 ML1162'NORTH FOR 0.1 MILE TO AN EAST-WEST FENCE LINE, TURN RIGHT AND
 ML1162'GO EAST ALONG SOUTH SIDE OF FENCE FOR 0.1 MILE TO AZIMUTH
 ML1162'MARK ON LEFT AS DESCRIBED, TURN LEFT ACROSS FENCE LINE AND GO
 ML1162'NORTHWEST AND NORTH ALONG TOP OF NARROW RIDGE FOR 0.35 MILE
 ML1162'TO HIGHEST POINT OF HILL AND STATION AS DESCRIBED.
 ML1162
 ML1162                          STATION RECOVERY (1951)
 ML1162
 ML1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 ML1162'RECOVERED IN GOOD CONDITION.
 ML1162
 ML1162                          STATION RECOVERY (1978)
 ML1162
 ML1162'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (DKS)
 ML1162'LOMAX RECOVERED GOOD.
 ML1162'
 ML1162'AZ MK DESTROYED - OUT OF GROUND.
 ML1162'
 ML1162'RM NO. 1 RECOVERED GOOD.
 ML1162'
 ML1162'RM NO. 2 RECOVERED GOOD.
 ML1162'
 ML1162'DISTANCE AND DIRECTION FROM NEAREST TOWN--7.0 MILES N.N.W. OF
 ML1162'EDDYVILLE.
 ML1162
 ML1162                          STATION RECOVERY (1982)
 ML1162
 ML1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ML1162'THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 ML1162'CONDITION.  REFERENCE MARK 2 WAS FOUND IN APPARENT GOOD CONDITION BUT
 ML1162'THE DISTANCE TO THE MARK WAS 0.050 M (0.164 FT) SHORTER AND THE
 ML1162'DIRECTION WAS 6 MINUTES, 26 SECONDS LARGER THAN PREVIOUS DATA.  AN
 ML1162'AZIMUTH MARK 2 WAS ESTABLISHED.  DUE TO SEVERAL CHANGES A NEW
 ML1162'DESCRIPTION FOLLOWS.
 ML1162'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH-NORTHWEST FROM
 ML1162'EDDYVILLE, 8.2 KM (5.1 MI) EAST-SOUTHEAST FROM OCONTO, 1.6 KM
 ML1162'(1.0 MI) NORTHEAST FROM STATE HIGHWAY 40 AND ON A PROMINENT HILL IN
 ML1162'GRASSLAND AND ON PROPERTY OWNED BY RONALD BLAIN, EDDYVILLE, NEBRASKA
 ML1162'68834.  TELEPHONE 308 858 4430.
 ML1162'TO REACH FROM THE EDDYVILLE POST OFFICE, GO WEST FOR 0.48 KM
 ML1162'(0.30 MI) TO STATE HIGHWAY 40.  TURN RIGHT AND GO NORTHWEST ON THE
 ML1162'HIGHWAY FOR 12.55 KM (7.80 MI) TO A CROSSROAD.  TURN SHARP RIGHT AND
 ML1162'GO EAST FOR 1.61 KM (1.00 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH ON
 ML1162'A DIRT ROAD FOR 1.45 KM (0.90 MI) TO THE END OF THE ROAD AT A GATE.
 ML1162'PASS THROUGH, TURN RIGHT, AND GO EAST ON A TRACK ROAD FOR 0.08 KM
 ML1162'(0.05 MI) , THEN GO SOUTH FOR 0.08 KM (0.05 MI) TO A WELL DEFINED
 ML1162'TRACK ROAD.  TURN LEFT AND GO EAST ON THE TRACK ROAD FOR 0.8 KM
 ML1162'(0.5 MI) TO A GATE.  PASS THROUGH AND CONTINUE ON THE TRACK ROAD, GO
 ML1162'SOUTHEAST, THEN BEARING AROUND TO THE NORTHEAST, FOR 0.97 KM
 ML1162'(0.60 MI) TO A FORK.  BEAR RIGHT AND GO EAST ON A TRACK ROAD FOR 0.16
 ML1162'KM (0.10 MI) TO THE AZIMUTH MARK AT THE NORTH END OF A CURVE.
 ML1162'CONTINUE NORTH ON THE TRACK ROAD FOR 0.56 KM (0.35 MI) TO THE
 ML1162'STATION.
 ML1162'THE TRACK ROAD FROM THE AZIMUTH MARK TO THE STATION FOLLOWS ALONG THE
 ML1162'TOP OF A NARROW RIDGE.  THERE ARE WASHOUTS ON EITHER SIDE OF THE
 ML1162'TRACK AT THE BASE OF THE HILL THE STATION IS ON.  THIS POINT MAY
 ML1162'BECOME IMPASSABLE FOR A 2-WHEEL DRIVE VEHICLE.
 ML1162'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT
 ML1162'PROJECTS 0.100 M (0.328 FT) ABOVE THE GROUND SURFACE.  THERE ARE NO
 ML1162'LOCAL OBJECTS TO REFERENCE TO AND A WITNESS POST WAS NOT SET BECAUSE
 ML1162'OF CATTLE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1226 ***********************************************************************
 ML1226  DESIGNATION -  LOMAX AZ MK 2
 ML1226  PID         -  ML1226
 ML1226  STATE/COUNTY-  NE/CUSTER
 ML1226  USGS QUAD   -  EDDYVILLE SW (1978)
 ML1226
 ML1226                         *CURRENT SURVEY CONTROL
 ML1226  ___________________________________________________________________
 ML1226* NAD 83(1995)-  41 06 14.78687(N)    099 40 34.24469(W)     ADJUSTED  
 ML1226* NAVD 88     -       811.     (meters)    2661.     (feet)  SCALED    
 ML1226  ___________________________________________________________________
 ML1226  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 ML1226  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 ML1226
 ML1226  HORZ ORDER  -  THIRD
 ML1226
 ML1226.The horizontal coordinates were established by classical geodetic methods
 ML1226.and adjusted by the National Geodetic Survey in August 1997..
 ML1226
 ML1226.The orthometric height was scaled from a topographic map.
 ML1226
 ML1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1226
 ML1226.The geoid height was determined by GEOID03.
 ML1226
 ML1226;                    North         East     Units Scale Factor Converg.
 ML1226;SPC NE       -   141,139.900   527,193.133   MT  0.99968303   +0 12 52.5
 ML1226;UTM  14      - 4,550,534.351   443,221.696   MT  0.99963968   -0 26 40.4
 ML1226
 ML1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1226!SPC NE       -   0.99987649  x   0.99968303  =   0.99955956
 ML1226!UTM  14      -   0.99987649  x   0.99963968  =   0.99951622
 ML1226
 ML1226                          SUPERSEDED SURVEY CONTROL
 ML1226
 ML1226  NAD 83(1986)-  41 06 14.79405(N)    099 40 34.24966(W) AD(       ) 3
 ML1226
 ML1226.Superseded values are not recommended for survey control.
 ML1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1226.See file dsdata.txt to determine how the superseded data were derived.
 ML1226
 ML1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4322250534(NAD 83)
 ML1226_MARKER: DZ = AZIMUTH MARK DISK
 ML1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1226_SP_SET: CONCRETE POST
 ML1226_STAMPING: LOMAX 1951 NO 2 1982
 ML1226_MARK LOGO: NGS   
 ML1226_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1226+STABILITY: SURFACE MOTION
 ML1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1226+SATELLITE: SATELLITE OBSERVATIONS - 1982
 ML1226
 ML1226  HISTORY     - Date     Condition        Report By
 ML1226  HISTORY     - 1982     MONUMENTED       NGS
 ML1226
 ML1226                          STATION DESCRIPTION
 ML1226
 ML1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ML1226'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH-NORTHWEST FROM
 ML1226'EDDYVILLE, 8.2 KM (5.1 MI) EAST-SOUTHEAST FROM OCONTO, 1.6 KM
 ML1226'(1.0 MI) NORTHEAST FROM STATE HIGHWAY 40 AND ON A PROMINENT HILL IN
 ML1226'GRASSLAND AND ON PROPERTY OWNED BY RONALD BLAIN, EDDYVILLE, NEBRASKA
 ML1226'68834.  TELEPHONE 308 858 4430.
 ML1226'TO REACH FROM THE EDDYVILLE POST OFFICE, GO WEST FOR 0.48 KM
 ML1226'(0.30 MI) TO STATE HIGHWAY 40.  TURN RIGHT AND GO NORTHWEST ON THE
 ML1226'HIGHWAY FOR 12.55 KM (7.80 MI) TO A CROSSROAD.  TURN SHARP RIGHT AND
 ML1226'GO EAST FOR 1.61 KM (1.00 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH ON
 ML1226'A DIRT ROAD FOR 1.45 KM (0.90 MI) TO THE END OF THE ROAD AT A GATE.
 ML1226'PASS THROUGH, TURN RIGHT, AND GO EAST ON A TRACK ROAD FOR 0.08 KM
 ML1226'(0.05 MI), THEN GO SOUTH FOR 0.08 KM (0.05 MI) TO A WELL DEFINED
 ML1226'TRACK ROAD.  TURN LEFT AND GO EAST ON THE TRACK ROAD FOR 0.8 KM
 ML1226'(0.5 MI) TO A GATE.  PASS THROUGH AND CONTINUE ON THE TRACK ROAD, GO
 ML1226'SOUTHEAST, THEN BEARING AROUND TO THE NORTHEAST, FOR 0.97 KM
 ML1226'(0.60 MI) TO A FORK.  BEAR RIGHT AND GO EAST ON A TRACK ROAD FOR 0.16
 ML1226'KM (0.10 MI) TO THE AZIMUTH MARK AT THE NORTH END OF A CURVE.
 ML1226'THERE ARE WASHOUTS ON EITHER SIDE OF THE TRACK AT THE BASE OF THE HILL
 ML1226'THE STATION IS ON.  THIS POINT MAY BECOME IMPASSABLE FOR A 2-WHEEL
 ML1226'DRIVE VEHICLE.
 ML1226'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 ML1226'WITH THE GROUND.  THERE ARE NO LOCAL OBJECTS TO REFERENCE TO AND A
 ML1226'WITNESS POST WAS NOT SET BECAUSE OF CATTLE BEING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0477 ***********************************************************************
 MN0477  DESIGNATION -  LONE
 MN0477  PID         -  MN0477
 MN0477  STATE/COUNTY-  NE/CHEYENNE
 MN0477  USGS QUAD   -  SIDNEY SE (1972)
 MN0477
 MN0477                         *CURRENT SURVEY CONTROL
 MN0477  ___________________________________________________________________
 MN0477* NAD 83(1995)-  41 02 53.55611(N)    102 46 41.10561(W)     ADJUSTED  
 MN0477* NAVD 88     -      1266.     (meters)    4154.     (feet)  SCALED    
 MN0477  ___________________________________________________________________
 MN0477  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 MN0477  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 MN0477
 MN0477  HORZ ORDER  -  THIRD
 MN0477
 MN0477.The horizontal coordinates were established by classical geodetic methods
 MN0477.and adjusted by the National Geodetic Survey in August 1997..
 MN0477
 MN0477.The orthometric height was scaled from a topographic map.
 MN0477
 MN0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0477
 MN0477.The geoid height was determined by GEOID03.
 MN0477
 MN0477;                    North         East     Units Scale Factor Converg.
 MN0477;SPC NE       -   138,634.170   266,548.219   MT  0.99969029   -1 50 27.7
 MN0477;SPC CO N     -   498,728.706 1,143,220.072   MT  1.00005373   +1 45 31.4
 MN0477;SPC CO N     - 1,636,245.76  3,750,714.52   sFT  1.00005373   +1 45 31.4
 MN0477;UTM  13      - 4,546,487.254   686,736.766   MT  1.00002919   +1 27 34.3
 MN0477
 MN0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0477!SPC NE       -   0.99980463  x   0.99969029  =   0.99949498
 MN0477!SPC CO N     -   0.99980463  x   1.00005373  =   0.99985835
 MN0477!UTM  13      -   0.99980463  x   1.00002919  =   0.99983382
 MN0477
 MN0477                          SUPERSEDED SURVEY CONTROL
 MN0477
 MN0477  NAD 83(1995)-  41 02 53.55611(N)    102 46 41.10561(W) AD(       ) 3
 MN0477  NAD 83(1995)-  41 02 53.55614(N)    102 46 41.10562(W) AD(       ) 3
 MN0477  NAD 83(1986)-  41 02 53.55514(N)    102 46 41.10666(W) AD(       ) 3
 MN0477  NAD 27      -  41 02 53.61030(N)    102 46 39.41980(W) AD(       ) 3
 MN0477
 MN0477.Superseded values are not recommended for survey control.
 MN0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0477.See file dsdata.txt to determine how the superseded data were derived.
 MN0477
 MN0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8673746487(NAD 83)
 MN0477_MARKER: DB = BENCH MARK DISK
 MN0477_SETTING: 0 = UNSPECIFIED SETTING
 MN0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0477
 MN0477  HISTORY     - Date     Condition        Report By
 MN0477  HISTORY     - 1963     MONUMENTED       USGS
 MN0477  HISTORY     - 1963     GOOD             USGS
 MN0477  HISTORY     - 1972     SEE DESCRIPTION  USGS
 MN0477
 MN0477                          STATION DESCRIPTION
 MN0477
 MN0477'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (DJF)
 MN0477'THE STATION IS LOCATED 10-1/4 MILES SOUTHWEST OF LODGEPOLE,
 MN0477'8-3/4 MILES SOUTH-SOUTHEAST OF COLTON, AND 8 MILES SOUTH OF
 MN0477'SUNOL.  IT IS ON TOP OF A LOW, ROUND, ROCKY HILLTOP ON LAND
 MN0477'OWNED AT PRESENT BY A.B. RAPP.
 MN0477'
 MN0477'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 MN0477'DISK STAMPED LONE 1948 SET IN THE TOP OF AN 8-INCH CONCRETE
 MN0477'POST PROJECTING 2 INCHES ABOVE GROUND.
 MN0477
 MN0477                          STATION RECOVERY (1963)
 MN0477
 MN0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MN0477'STATION RECOVERED AS DESCRIBED.
 MN0477
 MN0477                          STATION RECOVERY (1972)
 MN0477
 MN0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JEK)
 MN0477'MARK WAS FOUND LAYING IN THE DITCH WITH THE TABLET REMOVED.
 MN0477'THE IMPRESSION OF THE BASE OF THE TABLET WAS STILL IN THE
 MN0477'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1419 ***********************************************************************
 LG1419  DESIGNATION -  LONE STAR AZ MK 2
 LG1419  PID         -  LG1419
 LG1419  STATE/COUNTY-  NE/LANCASTER
 LG1419  USGS QUAD   -  BENNET (1972)
 LG1419
 LG1419                         *CURRENT SURVEY CONTROL
 LG1419  ___________________________________________________________________
 LG1419* NAD 83(1995)-  40 40 38.68160(N)    096 36 37.03596(W)     ADJUSTED  
 LG1419* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 LG1419  ___________________________________________________________________
 LG1419  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 LG1419  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 LG1419
 LG1419  HORZ ORDER  -  THIRD
 LG1419
 LG1419.The horizontal coordinates were established by classical geodetic methods
 LG1419.and adjusted by the National Geodetic Survey in August 1997..
 LG1419
 LG1419.The orthometric height was scaled from a topographic map.
 LG1419
 LG1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1419
 LG1419.The geoid height was determined by GEOID03.
 LG1419
 LG1419;                    North         East     Units Scale Factor Converg.
 LG1419;SPC NE       -    99,332.793   786,438.476   MT  0.99976227   +2 14 46.9
 LG1419;UTM  14      - 4,505,693.796   701,964.055   MT  1.00010209   +1 33 29.3
 LG1419
 LG1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1419!SPC NE       -   0.99993719  x   0.99976227  =   0.99969948
 LG1419!UTM  14      -   0.99993719  x   1.00010209  =   1.00003927
 LG1419
 LG1419                          SUPERSEDED SURVEY CONTROL
 LG1419
 LG1419  NAD 83(1986)-  40 40 38.68910(N)    096 36 37.03571(W) AD(       ) 3
 LG1419
 LG1419.Superseded values are not recommended for survey control.
 LG1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1419.See file dsdata.txt to determine how the superseded data were derived.
 LG1419
 LG1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0196405694(NAD 83)
 LG1419_MARKER: DZ = AZIMUTH MARK DISK
 LG1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1419_SP_SET: CONCRETE POST
 LG1419_STAMPING: LONE STAR 1947 NO 2 1982
 LG1419_MARK LOGO: NGS   
 LG1419_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1419+STABILITY: SURFACE MOTION
 LG1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1419+SATELLITE: SATELLITE OBSERVATIONS - 1982
 LG1419
 LG1419  HISTORY     - Date     Condition        Report By
 LG1419  HISTORY     - 1982     MONUMENTED       NGS
 LG1419
 LG1419                          STATION DESCRIPTION
 LG1419
 LG1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LG1419'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) NORTH FROM HICKMAN, 4.4
 LG1419'KM (2.7 MI) EAST-NORTHEAST FROM ROCA AND ON ROAD RIGHT-OF-WAY.
 LG1419'TO REACH FROM THE MISSOURI PACIFIC RAILROAD CROSSING AND MAIN STREET,
 LG1419'IN ROCA, GO EAST FOR 1.29 KM (0.80 MI) TO A T-ROAD.  TURN RIGHT AND
 LG1419'GO SOUTH FOR 0.32 KM (0.20 MI) TO A ROAD LEFT.  TURN LEFT AND GO EAST
 LG1419'ON ROCA ROAD FOR 3.22 KM (2.00 MI) TO SOUTH 82ND STREET.  TURN LEFT
 LG1419'AND GO NORTH ON SOUTH 82ND STREET FOR 2.57 KM (1.60 MI) TO THE MARK
 LG1419'ON THE RIGHT, OPPOSITE A HOUSE ON THE LEFT.
 LG1419'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE THAT PROJECTS
 LG1419'15 CM ABOVE THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED 0.9
 LG1419'M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 9.1 M (29.9 FT)
 LG1419'EAST FROM THE CENTERLINE OF THE ROAD, 5.8 M (19.0 FT) NORTH FROM THE
 LG1419'CENTERLINE OF A FIELD ENTRANCE AND 0.3 M (1.0 FT) WEST FROM A WITNESS
 LG1419'POST.
 LG1419'THE ORIGINAL AZIMUTH MARK IS 30.5 M (100.1 FT) SOUTH FROM THE
 LG1419'SOUTHWEST CORNER OF THE HOUSE ACROSS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1137 ***********************************************************************
 LG1137  HT_MOD      -  This is a Height Modernization Survey Station.
 LG1137  CBN         -  This is a Cooperative Base Network Control Station.
 LG1137  DESIGNATION -  LONE STAR RESET
 LG1137  PID         -  LG1137
 LG1137  STATE/COUNTY-  NE/LANCASTER
 LG1137  USGS QUAD   -  BENNET (1972)
 LG1137
 LG1137                         *CURRENT SURVEY CONTROL
 LG1137  ___________________________________________________________________
 LG1137* NAD 83(1995)-  40 40 06.64068(N)    096 36 37.59401(W)     ADJUSTED  
 LG1137* NAVD 88     -       428.33   (meters)    1405.3    (feet)  GPS OBS   
 LG1137  ___________________________________________________________________
 LG1137  X           -    -557,743.836 (meters)                     COMP
 LG1137  Y           -  -4,812,756.247 (meters)                     COMP
 LG1137  Z           -   4,134,833.268 (meters)                     COMP
 LG1137  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 LG1137  ELLIP HEIGHT-         402.32  (meters)          (03/30/05) GPS OBS
 LG1137  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 LG1137
 LG1137  HORZ ORDER  -  B
 LG1137  ELLP ORDER  -  THIRD     CLASS I
 LG1137
 LG1137.The horizontal coordinates were established by GPS observations
 LG1137.and adjusted by the National Geodetic Survey in June 1996..
 LG1137
 LG1137.The orthometric height was determined by GPS observations and a
 LG1137.high-resolution geoid model using precise GPS observation and
 LG1137.processing techniques.
 LG1137
 LG1137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1137
 LG1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1137
 LG1137.The ellipsoidal height was determined by GPS observations
 LG1137.and is referenced to NAD 83.
 LG1137
 LG1137.The geoid height was determined by GEOID03.
 LG1137
 LG1137;                    North         East     Units Scale Factor Converg.
 LG1137;SPC NE       -    98,344.921   786,464.112   MT  0.99976450   +2 14 46.5
 LG1137;UTM  14      - 4,504,705.352   701,977.826   MT  1.00010216   +1 33 27.9
 LG1137
 LG1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1137!SPC NE       -   0.99993689  x   0.99976450  =   0.99970141
 LG1137!UTM  14      -   0.99993689  x   1.00010216  =   1.00003905
 LG1137
 LG1137:                Primary Azimuth Mark                     Grid Az
 LG1137:SPC NE       -  LONE STAR AZ MK 2                        358 30 48.4
 LG1137:UTM  14      -  LONE STAR AZ MK 2                        359 12 07.0
 LG1137
 LG1137|---------------------------------------------------------------------|
 LG1137| PID    Reference Object                     Distance      Geod. Az  |
 LG1137|                                                           dddmmss.s |
 LG1137| LG1419 LONE STAR AZ MK 2                   APPROX. 1.0 KM 0004534.9 |
 LG1137| LG1142 CHENEY ST MARYS CATHOLIC CH         APPROX. 6.5 KM 0112247.9 |
 LG1137| CL7340 LONE STAR RM 1                       21.843 METERS 04631     |
 LG1137| LG1472 LONE STAR RM 3                       22.126 METERS 05410     |
 LG1137| LG1138 BENNET MUNICIPAL TANK               APPROX. 8.7 KM 0785351.2 |
 LG1137| CL7341 LONE STAR RM 2                       22.260 METERS 13524     |
 LG1137| LG1473 LONE STAR RM 4                       25.741 METERS 13559     |
 LG1137| LG1146 HOLLAND REFORM CHURCH SPIRE         APPROX. 8.2 KM 1691025.3 |
 LG1137| LG1148 FIRTH ST JOHNS LUTHERAN CHURCH      APPROX.17.8 KM 1834919.4 |
 LG1137| LG1149 HICKMAN MUNICIPAL TANK              APPROX. 5.3 KM 2040111.2 |
 LG1137| LG1150 CORTLAND MUNICIPAL TANK             APPROX.19.4 KM 2044444.6 |
 LG1137| LG1474 LONE STAR RM 5                       13.624 METERS 35422     |
 LG1137| LG1471 LONE STAR AZ MK                                    3575650.6 |
 LG1137| LG1108 CHENEY                              APPROX. 9.7 KM 3580627.8 |
 LG1137|---------------------------------------------------------------------|
 LG1137
 LG1137                          SUPERSEDED SURVEY CONTROL
 LG1137
 LG1137  ELLIP H (07/10/01)  402.34   (m)                       GP(       ) 4 1
 LG1137  ELLIP H (06/25/96)  402.38   (m)                       GP(       ) 1 1
 LG1137  NAD 83(1986)-  40 40 06.64821(N)    096 36 37.59376(W) AD(       ) 1
 LG1137  NAD 27      -  40 40 06.64847(N)    096 36 36.53599(W) AD(       ) 1
 LG1137
 LG1137.Superseded values are not recommended for survey control.
 LG1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1137.See file dsdata.txt to determine how the superseded data were derived.
 LG1137
 LG1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0197804705(NAD 83)
 LG1137_MARKER: DS = TRIANGULATION STATION DISK
 LG1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1137_SP_SET: CONCRETE POST
 LG1137_STAMPING: LONE STAR 1947
 LG1137_MARK LOGO: CGS   
 LG1137_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1137+STABILITY: SURFACE MOTION
 LG1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1137+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1137
 LG1137  HISTORY     - Date     Condition        Report By
 LG1137  HISTORY     - 1947     MONUMENTED       CGS
 LG1137  HISTORY     - 1953     GOOD             CGS
 LG1137  HISTORY     - 1960     GOOD             LOCSUR
 LG1137  HISTORY     - 1961     GOOD             CGS
 LG1137  HISTORY     - 1966     MARK NOT FOUND   USGS
 LG1137  HISTORY     - 1973     GOOD             NEDR
 LG1137  HISTORY     - 1981     GOOD             LOCENG
 LG1137  HISTORY     - 19820825 GOOD             NGS
 LG1137  HISTORY     - 19950817 GOOD             NE-109
 LG1137  HISTORY     - 20000605 GOOD             NEDR
 LG1137  HISTORY     - 2002     GOOD             NEDR
 LG1137
 LG1137                          STATION DESCRIPTION
 LG1137
 LG1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LG1137'THE STATION AND BOTH REFERENCE MARKS WERE FOUND LAYING ALONG THE
 LG1137'RIGHT-OF-WAY OF A NEWLY CONSTRUCTED ROAD. THE AZIMUTH MARK WAS
 LG1137'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE UNDERGROUND
 LG1137'MARK WAS FOUND ABOUT 4 INCHES BELOW THE BOTTOM OF THE DITCH AND
 LG1137'APPARENTLY NOT DISTURBED.  REFERENCE MEASUREMENTS CHECKED,
 LG1137'APPROXIMATELY.  THE UNDERGROUND MARK WAS LOWERED IN PLACE AND A
 LG1137'SURFACE STATION MARK AND TWO REFERENCE MARKS WERE ESTABLISHED.
 LG1137'A COMPLETE NEW DESCRIPTION FOLLOWS.
 LG1137'
 LG1137'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF HICKMAN, 3 MILES
 LG1137'EAST-NORTHEAST OF ROCA, AND 1 MILE NORTH OF THE LONE STAR SCHOOL
 LG1137'IN THE SOUTHWEST ANGLE OF CROSSROADS, 75 FEET SOUTH OF THE CENTER
 LG1137'OF AN EAST-WEST GRADED ROAD, 73 FEET SOUTHWEST OF A TELEPHONE
 LG1137'POLE, 46 FEET SOUTH OF A POWER POLE, 26 FEET WEST OF THE CENTER
 LG1137'OF A NORTH-SOUTH GRADED ROAD, AND 3 FEET EAST OF A WHITE WITNESS
 LG1137'POST IN THE BOTTOM OF THE DITCH AT A POINT WHERE THE BACK SLOPE
 LG1137'MEETS THE BOTTOM OF THE DITCH.  THE SURFACE MARK IS 4 INCHES
 LG1137'BELOW THE GROUND SURFACE AND THE DISK IS STAMPED LONE STAR
 LG1137'1947.
 LG1137'
 LG1137'REFERENCE MARK NO. 3 IS 34 FEET EAST OF THE CENTER OF NORTH-SOUTH
 LG1137'ROAD, 33 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD, 4 FEET
 LG1137'SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF A FENCE.  THE
 LG1137'MARK PROJECTS 8 INCHES AND IS STAMPED LONE STAR NO 3 1947.
 LG1137'
 LG1137'REFERENCE MARK NO. 4 IS 33 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LG1137'ROAD AND 2 FEET NORTH OF A TELEPHONE POLE IN A FENCELINE.  THE
 LG1137'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LONE STAR NO 4
 LG1137'1947.
 LG1137'
 LG1137'THE AZIMUTH MARK IS 150 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG1137'ROAD, 100 FEET SOUTH OF A WHITE FARM HOUSE OWNED AND OCCUPIED BY
 LG1137'MR. BEN BEHRENDS, 2 FEET NORTHEAST OF A FENCE CORNER, AND 1 FOOT
 LG1137'NORTH OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG1137'STAMPED LONE STAR 1947.  NOTE- A NEW TELEPHONE POLE WHICH WAS
 LG1137'SET ABOUT 100 YARDS NORTH OF THE STATION IS ON LINE BETWEEN THE
 LG1137'STATION AND THE AZIMUTH MARK.  THE INTERSECTION STATION,
 LG1137'CHENEY, ST. MARYS CATHOLIC CHURCH, SPIRE, IS VISIBLE FROM THE
 LG1137'GROUND AT THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 LG1137'STATION, GO NORTH FOR 0.6 MILE.
 LG1137'
 LG1137'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ROCA, GO EAST
 LG1137'ON GRAVEL ROAD FOR 0.8 MILE.  TURN RIGHT AND GO SOUTH FOR 0.2
 LG1137'MILE.  TURN LEFT AND GO EAST FOR 2.0 MILES TO CROSSROADS.  TURN
 LG1137'LEFT AND GO NORTH FOR 1.0 MILE TO CROSSROADS AND THE STATION AS
 LG1137'DESCRIBED.
 LG1137
 LG1137                          STATION RECOVERY (1960)
 LG1137
 LG1137'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960 (DS)
 LG1137'RECOVERED BY H. HOSKINS ASSOC.
 LG1137'
 LG1137'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.  DUE TO POWER
 LG1137'POLE RECENTLY SET, DIRECT GROUND OBSERVATION FROM STATION TO
 LG1137'AZIMUTH MARK IS NO LONGER POSSIBLE.
 LG1137
 LG1137                          STATION RECOVERY (1961)
 LG1137
 LG1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1137'STATION WAS RECOVERED AS DESCRIBED BUT DUE TO THE MOVEMENT OF
 LG1137'THE REFERENCE MARKS AND NO LATE INFORMATION ON THE STATION
 LG1137'A COMPLETE DESCRIPTION FOLLOWS-
 LG1137'
 LG1137'LOCATED ABOUT 3 MILES NORTH OF HICKMAN, 3 MILES EAST OF ROCA AND
 LG1137'1 MILE NORTH OF THE LONE STAR SCHOOL, IN THE SOUTHWEST ANGLE OF
 LG1137'A CROSSRAOD.
 LG1137'
 LG1137'REACHED FROM THE RAILROAD CROSSING AND THE MAIN STREET IN ROCA,
 LG1137'GO EAST ON GRAVEL ROAD FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT,
 LG1137'TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT,
 LG1137'TURN LEFT AND GO EAST FOR 2.0 MILES TO A CROSSROAD, TURN LEFT AND
 LG1137'GO NORTH FOR 1.0 MILE TO A CROSSROAD AND THE STATION ON THE LEFT.
 LG1137'
 LG1137'STATION MARKS ARE STANDARD DISKS STAMPED LONE STAR 1947, THE
 LG1137'SURFACE DISK IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 LG1137'MONUMENT THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 80
 LG1137'FEET SOUTH-SOUTHWEST OF THE CENTER OF THE CROSSROAD, 45 FEET
 LG1137'SOUTH OF A POWERLINE POLE, 24 FEET WEST OF THE CENTER OF THE
 LG1137'NORTH-SOUTH GRAVEL ROAD AND 3 FEET EAST OF A METAL WITNESS POST
 LG1137'AND SIGN.
 LG1137'
 LG1137'REFERENCE MARK 3, A STANDARD DISK STAMPED LONE STAR NO 3 1947,
 LG1137'SET IN AN 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 LG1137'IT IS 34 FEET SOUTH OF THE CENTER OF THE EAST-WEST GRAVEL ROAD,
 LG1137'34 FEET EAST OF THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD AND
 LG1137'2-1/2 FEET SOUTHEAST OF A POWERLINE POLE.
 LG1137'
 LG1137'REFERENCE MARK 4, A STANDARD DISK STAMPED LONE STAR NO 4 1947,
 LG1137'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 LG1137'PROJECTS 2 INCHES.  IT IS 34 FEET EAST OF THE CENTER OF THE
 LG1137'NORTH-SOUTH GRAVEL ROAD AND IS SET IN THE FENCE LINE OF THE
 LG1137'NORTH-SOUTH FENCE.
 LG1137'
 LG1137'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE GRAVEL
 LG1137'ROAD FOR 0.6 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT INTO FARM
 LG1137'YARD AND GO WEST FOR 150 FEET TO THE MARK ON THE LEFT.  IT IS A
 LG1137'STANDARD DISK STAMPED LONE STAR 1947 SET IN THE TOP OF A 10
 LG1137'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS
 LG1137'100 FEET SOUTH OF THE SOUTHWEST CORNER OF FARM HOUSE, 10 FEET
 LG1137'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL WHITE HOUSE, AND
 LG1137'2 FEET NORTHEAST OF A FENCE CORNER.
 LG1137'
 LG1137'THE PICTURE POINT IS THE INTERSECTION OF THE CENTERLINES OF THE
 LG1137'NORTH-SOUTH ROAD AND THE EAST-WEST ROAD.
 LG1137'
 LG1137'THE HORIZONTAL DISTANCE FROM R.M. 3 TO R.M. 4 IS 103.14 FEET,
 LG1137'*/31.437 METERS).
 LG1137
 LG1137                          STATION RECOVERY (1966)
 LG1137
 LG1137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LG1137'STATION WAS SEARCHED FOR AND THE STATION MARK AND REFERENCE
 LG1137'MARKS WERE NOT FOUND AFTER CONSIDERABLE DIGGING IN THE AREA.  THE
 LG1137'ROAD HAS BEEN WIDENED RECENTLY, AND THE HEDGEROW WAS REMOVED FROM
 LG1137'THIS AREA.  THE STATION MARK AND THE REFERENCE MARKS COULD HAVE
 LG1137'BEEN KNOCKED OUT AT THIS TIME.
 LG1137
 LG1137                          STATION RECOVERY (1973)
 LG1137
 LG1137'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1973 (HED)
 LG1137'STATION AND AZIMUTH FOUND IN
 LG1137'GOOD CONDITION AS DESCRIBED.
 LG1137'
 LG1137'NEAREST TOWN--ROCA.
 LG1137
 LG1137                          STATION RECOVERY (1981)
 LG1137
 LG1137'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1137'LONE STAR 1947 RECOVERED GOOD (STATION MARK) 1.5 FEET BELOW
 LG1137'SURFACE.
 LG1137'
 LG1137'R.M. 1 AND R.M. 2 NOT FOUND.
 LG1137'
 LG1137'LONE STAR 1947 RECOVERED GOOD (AZI MARK) TREES OBSTRUCTING LINE
 LG1137'OF SIGHT.
 LG1137'
 LG1137'SCHOOL AND OTHER TIES GONE.
 LG1137'
 LG1137'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MI N. OF HICKMAN.
 LG1137
 LG1137                          STATION RECOVERY (1982)
 LG1137
 LG1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1137'THE RECESSED SURFACE MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 LG1137'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 4 WAS FOUND DESTROYED.
 LG1137'THE AZIMUTH MARK IS NO LONGER GROUND VISIBLE.  A REFERENCE MARK 5 AND
 LG1137'AN AZIMITH MARK 2 WERE ESTABLISHED.  ADEQUATE CHECKS TO RM 3 AND
 LG1137'DISTANT OBJECTS WERE OBTAINED.
 LG1137'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTH FROM HICKMAN, 4.0
 LG1137'KM (2.5 MI) EAST FROM ROCA, IN THE NE1/4, SEC15, T8N, R7E, IN THE
 LG1137'SOUTHWEST ANGLE OF THE INTERSECTION OF WITTSTRUCK ROAD AND SOUTH 82ND
 LG1137'STREET, ON ROAD RIGHT-OF-WAY.
 LG1137'TO REACH FROM THE MISSOURI PACIFIC RAILROAD CROSSING OF MAIN STREET,
 LG1137'IN ROCA, GO EAST FOR 1.29 KM (0.80 MI) TO A T-ROAD.  TURN RIGHT AND
 LG1137'GO SOUTH FOR 0.32 KM (0.20 MI) TO A ROAD LEFT.  TURN LEFT AND GO EAST
 LG1137'ON ROCA ROAD FOR 3.22 KM (2.00 MI) TO A CROSSROAD.  TURN LEFT AND GO
 LG1137'NORTH ON SOUTH 82ND STREET FOR 1.61 KM (1.00 MI) TO WITTSTRUCK ROAD
 LG1137'AND THE STATION ON THE LEFT.
 LG1137'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1137'RECESSED 0.36 M (1.18 FT) BELOW THE GROUND SURFACE.  IT IS 23.7 M
 LG1137'(77.8 FT) SOUTH FROM THE CENTERLINE OF WITTSTRUCK ROAD, 8.2 M
 LG1137'(26.9 FT) WEST FROM THE CENTERLINE OF SOUTH 82ND STREET AND 0.76 M
 LG1137'(2.49 FT) NORTH FROM A WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 LG1137'INSPECTED.
 LG1137
 LG1137                          STATION RECOVERY (1995)
 LG1137
 LG1137'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1995 (LW)
 LG1137'RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 5.5 MI (8.9
 LG1137'KM) WEST-SOUTHWEST OF BENNET, 3.25 MI (5.23 KM) EAST-NORTHEAST OF
 LG1137'ROCA, 3.25 MI (5.23 KM) NORTH-NORTHEAST OF HICKMAN, IN THE SOUTHWEST
 LG1137'ANGLE OF THE INTERSECTION OF SOUTH 82ND STREET AND WITTSTRUCK ROAD, ON
 LG1137'THE WEST RIGHT-OF-WAY OF SOUTH 82ND STREET AND NEAR THE NORTHEAST
 LG1137'CORNER OF SEC15, T8N, R7E.  TO REACH THE MARK FROM THE RAILROAD
 LG1137'CROSSING ON MAIN STREET IN ROCA, JUST NORTH OF THE ROCA GRAIN
 LG1137'ELEVATOR, GO EAST ON MAIN STREET FOR 0.8 MI (1.3 KM) TO
 LG1137'T-INTERSECTION, AT THE SOUTHEAST CORNER OF A CEMETERY.  TURN RIGHT AND
 LG1137'GO SOUTH ON SOUTH 54TH STREET FOR 0.2 MI (0.3 KM) TO A SIDE ROAD ON
 LG1137'THE LEFT.  TURN LEFT AND GO EAST ON ROCA ROAD FOR 2.0 MI (3.2 KM) TO A
 LG1137'GRAVELED CROSSROAD.  TURN LEFT AND GO NORTH ON SOUTH 82ND STREET FOR
 LG1137'1.0 MI (1.6 KM) TO WITTSTRUCK ROAD AND THE MARK ON THE LEFT.  THE DISK
 LG1137'IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED
 LG1137'ABOUT 1.5 FT (0.5 M) BELOW THE GROUND SURFACE.  IT IS 71.0 FT (21.6 M)
 LG1137'SOUTHWEST OF A UTILITY POLE, 77 FT (23.5 M) SOUTH OF THE CENTERLINE OF
 LG1137'WITTSTRUCK ROAD, 45.0 FEET (13.7 M) SOUTH OF A UTILITY POLE, 25.0 FT
 LG1137'(7.6 M) WEST OF 82ND STREET, 3.5 FT (1.1 M) NORTHEAST OF A WITNESS
 LG1137'POST, 72.58 FT (22.12 M) SOUTHWEST OF REFERENCE MARK 3, 44.83 FT
 LG1137'(13.66 M) SOUTH OF REFERENCE MARK 5 AND 81.47 FT (24.83 M) SOUTHWEST
 LG1137'OF THE NORTHEAST CORNER OF SECTION 15.  REBAR WAS DRIVEN ALONGSIDE THE
 LG1137'MARK.
 LG1137
 LG1137                          STATION RECOVERY (2000)
 LG1137
 LG1137'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1137'RECOVERED AS DESCRIBED.
 LG1137
 LG1137                          STATION RECOVERY (2002)
 LG1137
 LG1137'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1137'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0735 ***********************************************************************
 NN0735  DESIGNATION -  LONE TREE
 NN0735  PID         -  NN0735
 NN0735  STATE/COUNTY-  NE/KEYA PAHA
 NN0735  USGS QUAD   -  MARIAVILLE (1950)
 NN0735
 NN0735                         *CURRENT SURVEY CONTROL
 NN0735  ___________________________________________________________________
 NN0735* NAD 83(1995)-  42 49 48.11577(N)    099 20 24.22811(W)     ADJUSTED  
 NN0735* NAVD 88     -       677.     (meters)    2221.     (feet)  SCALED    
 NN0735  ___________________________________________________________________
 NN0735  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 NN0735  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 NN0735
 NN0735  HORZ ORDER  -  SECOND
 NN0735
 NN0735.The horizontal coordinates were established by classical geodetic methods
 NN0735.and adjusted by the National Geodetic Survey in August 1997..
 NN0735
 NN0735.The orthometric height was scaled from a topographic map.
 NN0735
 NN0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0735
 NN0735.The geoid height was determined by GEOID03.
 NN0735
 NN0735;                    North         East     Units Scale Factor Converg.
 NN0735;SPC NE       -   332,945.959   553,955.468   MT  0.99992648   +0 26 14.4
 NN0735;UTM  14      - 4,741,996.512   472,205.705   MT  0.99960950   -0 13 52.3
 NN0735
 NN0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0735!SPC NE       -   0.99989762  x   0.99992648  =   0.99982411
 NN0735!UTM  14      -   0.99989762  x   0.99960950  =   0.99950716
 NN0735
 NN0735:                Primary Azimuth Mark                     Grid Az
 NN0735:SPC NE       -  HIGGINS                                  050 21 13.1
 NN0735:UTM  14      -  HIGGINS                                  051 01 19.8
 NN0735
 NN0735|---------------------------------------------------------------------|
 NN0735| PID    Reference Object                     Distance      Geod. Az  |
 NN0735|                                                           dddmmss.s |
 NN0735| NN0392 HIGGINS                             APPROX. 6.9 KM 0504727.5 |
 NN0735| CO3971 LONE TREE AZ MK                                    0524841.1 |
 NN0735| CO3973 LONE TREE RM 3                                     0535147.1 |
 NN0735| CO3972 LONE TREE RM 1                       37.125 METERS 24000     |
 NN0735| AB7301 LONE TREE RM 2                       42.748 METERS 30607     |
 NN0735|---------------------------------------------------------------------|
 NN0735
 NN0735                          SUPERSEDED SURVEY CONTROL
 NN0735
 NN0735  NAD 83(1986)-  42 49 48.12227(N)    099 20 24.23611(W) AD(       ) 2
 NN0735  NAD 27      -  42 49 48.11700(N)    099 20 22.85600(W) AD(       ) 2
 NN0735
 NN0735.Superseded values are not recommended for survey control.
 NN0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0735.See file dsdata.txt to determine how the superseded data were derived.
 NN0735
 NN0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7220641997(NAD 83)
 NN0735_MARKER: DS = TRIANGULATION STATION DISK
 NN0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NN0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0735+STABILITY: SURFACE MOTION
 NN0735
 NN0735  HISTORY     - Date     Condition        Report By
 NN0735  HISTORY     - 1949     MONUMENTED       CGS
 NN0735  HISTORY     - 1973     GOOD             NGS
 NN0735
 NN0735                          STATION DESCRIPTION
 NN0735
 NN0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0735'THE STATION IS LOCATED ABOUT 17.0 MILES NORTH OF NEWPORT,
 NN0735'7.0 MILES SOUTH OF BROCKSBURG AND 3.5 MILES NORTH OF THE
 NN0735'NIOBRARA RIVER.  IT IS ON THE SUMMIT OF A HIGH SAND HILL,
 NN0735'200 FEET NORTH-NORTHWEST OF A LONE 15 INCH COTTONWOOD TREE
 NN0735'AND 115 FEET EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 NN0735'LONE TREE 1949 AND PROJECTS 3 INCHES.
 NN0735'
 NN0735'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 1 FOOT EAST
 NN0735'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED LONE TREE NO 1 1949
 NN0735'AND PROJECTS 10 INCHES.
 NN0735'
 NN0735'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 1 FOOT
 NN0735'EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED LONE TREE NO
 NN0735'2 1949 AND PROJECTS 8 INCHES.
 NN0735'
 NN0735'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, 27 FEET EAST
 NN0735'OF THE CENTER OF ROAD, 2 FEET SOUTH OF WITNESS POST AND 1 FOOT
 NN0735'WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED LONE TREE
 NN0735'1949 AND PROJECTS 2 INCHES.
 NN0735'
 NN0735'TO REACH THE STATION FROM THE CROSS-STREETS JUST NORTH OF THE
 NN0735'POST OFFICE IN NEWPORT, GO EAST FOR 0.2 MILE TO INTERSECTION
 NN0735'WITH GRAVELED ROAD, TURN LEFT AND GO NORTH FOR 13.3 MILES TO
 NN0735'BRIDGE OVER THE NIOBRARA RIVER, CONTINUE NORTH, EAST AND NORTH
 NN0735'ON MAIN ROAD FOR 2.15 MILES TO SCHOOL HOUSE ON THE LEFT,
 NN0735'CONTINUE NORTH FOR 1.35 MILES TO FENCE CORNERS ON THE RIGHT
 NN0735'AND THE LEFT, (CONTINUE NORTH ON MAIN ROAD FOR 0.4 MILE TO
 NN0735'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED) TURN LEFT ACROSS
 NN0735'FILL, BEAR RIGHT AND GO NORTHWEST ON TRACK ROAD TOWARD LONE
 NN0735'TREE ON TOP OF HILL AND STATION AS DESCRIBED.
 NN0735'
 NN0735'A 74 FOOT SIGNAL AT STATION HIGGINS 1934 IS VISIBLE AT 4 FEET.
 NN0735'
 NN0735'A 74 FOOT SIGNAL AT STATION BEAVER IS VISIBLE AT 4 FEET.
 NN0735'
 NN0735'A 74 FOOT SIGNAL AT STATION KIRKWOOD 1934 IS VISIBLE AT 4 FEET.
 NN0735'
 NN0735'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0735
 NN0735                          STATION RECOVERY (1973)
 NN0735
 NN0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 NN0735'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 NN0735'MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.
 NN0735'DUE TO ROAD CONSTRUCTION THE AZIMUTH MARK HAD TO BE MOVED.
 NN0735'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.
 NN0735'
 NN0735'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS COMPARED
 NN0735'GOOD WITH THE PREVIOUS DATA.
 NN0735'
 NN0735'THE REFERENCE MARK 3 WAS SET 48 FEET EAST OF THE AZIMUTH
 NN0735'MARK AND ON THE TOP OF A LOW SAND HILL.
 NN0735'
 NN0735'THE ROUTE TO REACH THE STATION AND AZIMUTH MARK IS ADEQUATE.
 NN0735'
 NN0735'FOLLOWING IS A DESCRIPTION OF REFERENCE MARK 3--
 NN0735'
 NN0735'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LONE TREE 1949
 NN0735'NO 3 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 NN0735'ROD, WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED
 NN0735'IN A PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT
 NN0735'IS 90 FEET EAST OF THE CENTER OF HIGHWAY 137 AND 1 FOOT SOUTH
 NN0735'OF A METAL WITNESS POST.
 NN0735'
 NN0735'AZIMUTH MARK 1949 TO REFERENCE MARK 3 = -0.2608 METERS.
 NN0735'
 NN0735'THE AZIMUTH MARK 1949 WAS LEFT INTACT AND WILL BE DESTROYED
 NN0735'WHEN HIGHWAY CONSTRUCTION BEGINS AND THE DISK WILL BE RECLAIMED
 NN0735'BY THE HIGHWAY ENGINEER.
 NN0735'
 NN0735'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES
 NN0735'NORTH OF NEWPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0785 ***********************************************************************
 NN0785  DESIGNATION -  LONG PINE
 NN0785  PID         -  NN0785
 NN0785  STATE/COUNTY-  NE/BROWN
 NN0785  USGS QUAD   -  LONG PINE (1954)
 NN0785
 NN0785                         *CURRENT SURVEY CONTROL
 NN0785  ___________________________________________________________________
 NN0785* NAD 83(1995)-  42 31 40.21230(N)    099 42 05.96202(W)     ADJUSTED  
 NN0785* NAVD 88     -       750.     (meters)    2461.     (feet)  SCALED    
 NN0785  ___________________________________________________________________
 NN0785  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 NN0785  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 NN0785
 NN0785  HORZ ORDER  -  SECOND
 NN0785
 NN0785.The horizontal coordinates were established by classical geodetic methods
 NN0785.and adjusted by the National Geodetic Survey in August 1997..
 NN0785
 NN0785.The orthometric height was scaled from a topographic map.
 NN0785
 NN0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0785
 NN0785.The geoid height was determined by GEOID03.
 NN0785
 NN0785;                    North         East     Units Scale Factor Converg.
 NN0785;SPC NE       -   299,216.867   524,508.179   MT  0.99981789   +0 11 51.8
 NN0785;UTM  14      - 4,708,622.559   442,373.083   MT  0.99964086   -0 28 27.5
 NN0785
 NN0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0785!SPC NE       -   0.99988593  x   0.99981789  =   0.99970384
 NN0785!UTM  14      -   0.99988593  x   0.99964086  =   0.99952683
 NN0785
 NN0785:                Primary Azimuth Mark                     Grid Az
 NN0785:SPC NE       -  PINE                                     006 31 26.9
 NN0785:UTM  14      -  PINE                                     007 11 46.2
 NN0785
 NN0785|---------------------------------------------------------------------|
 NN0785| PID    Reference Object                     Distance      Geod. Az  |
 NN0785|                                                           dddmmss.s |
 NN0785| NN0788 PINE                                APPROX.13.4 KM 0064318.7 |
 NN0785| CO3974 LONG PINE AZ MK                                    0211501.9 |
 NN0785| CO3975 LONG PINE RM 1                       10.376 METERS 11227     |
 NN0785| NN0784 LONG PINE MUNICIPAL STANDPIPE        17.394 METERS 20011     |
 NN0785| CO3976 LONG PINE RM 2                       13.883 METERS 22544     |
 NN0785|---------------------------------------------------------------------|
 NN0785
 NN0785                          SUPERSEDED SURVEY CONTROL
 NN0785
 NN0785  NAD 83(1986)-  42 31 40.21865(N)    099 42 05.97392(W) AD(       ) 2
 NN0785  NAD 27      -  42 31 40.22100(N)    099 42 04.53000(W) AD(       ) 2
 NN0785
 NN0785.Superseded values are not recommended for survey control.
 NN0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0785.See file dsdata.txt to determine how the superseded data were derived.
 NN0785
 NN0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4237308623(NAD 83)
 NN0785_MARKER: DS = TRIANGULATION STATION DISK
 NN0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NN0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0785+STABILITY: SURFACE MOTION
 NN0785
 NN0785  HISTORY     - Date     Condition        Report By
 NN0785  HISTORY     - 1949     MONUMENTED       CGS
 NN0785  HISTORY     - 1967     GOOD             USAF
 NN0785
 NN0785                          STATION DESCRIPTION
 NN0785
 NN0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0785'THE STATION IS LOCATED ABOUT 0.3 MILE SOUTH OF THE RAILROAD
 NN0785'STATION IN LONG PINE, ON THE HIGH POINT OF A PROMINENT HILL
 NN0785'OVERLOOKING THE TOWN AND JUST NORTHEAST OF THE MUNICIPAL
 NN0785'STANDPIPE.  IT IS 45.02 FEET NORTHEAST OF THE NORTHEAST SIDE
 NN0785'OF THE STANDPIPE AND 40 FEET NORTHWEST OF TELEPHONE POLE.
 NN0785'IT IS STAMPED LONG PINE 1949 AND PROJECTS 2 INCHES.
 NN0785'
 NN0785'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 4 FEET WEST
 NN0785'OF TELEPHONE POLE.  IT IS STAMPED LONG PINE NO 1 1949 AND
 NN0785'PROJECTS 2 INCHES.
 NN0785'
 NN0785'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, 12.8
 NN0785'FEET NORTH-NORTHWEST OF THE NORTHWEST SIDE OF THE STANDPIPE.
 NN0785'IT IS STAMPED LONG PINE NO 2 1949 AND PROJECTS 2 INCHES.
 NN0785'
 NN0785'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH-NORTHEAST OF THE
 NN0785'STATION, SET IN THE NORTHEAST CORNER OF THE SCHOOL YARD, 30
 NN0785'FEET SOUTH OF THE CENTER OF STATE ROUTE NO 55 AND 2 FEET
 NN0785'SOUTHEAST OF WITNESS POST.  IT IS STAMPED LONG PINE 1949
 NN0785'AND PROJECTS 3 INCHES.  TO REACH FROM THE CHEVROLET GARAGE
 NN0785'IN LONG PINE, GO EAST ON STATE ROUTE NO 55 FOR 0.2 MILE TO
 NN0785'THE NORTHEAST CORNER OF THE SCHOOL YARD AND MARK ON THE RIGHT
 NN0785'AS DESCRIBED.
 NN0785'
 NN0785'TO REACH THE STATION FROM THE RAILROAD STATION IN LONG PINE,
 NN0785'GO SOUTH ON GRAVELED ROAD FOR 0.3 MILE TO GATE ON RIGHT, TURN
 NN0785'RIGHT THROUGH GATE AND GO SOUTHWEST UP HILL TO THE STANDPIPE
 NN0785'AND STATION JUST NORTHEAST AS DESCRIBED.
 NN0785'
 NN0785'AN 74 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 4 FEET
 NN0785'
 NN0785'A 4 FOOT SIGNAL AT STATION MID IS VISIBLE AT 4 FEET
 NN0785'
 NN0785'A 4 FOOT SIGNAL AT STATION BASSETT 1934 IS VISIBLE AT 4
 NN0785'FEET
 NN0785'
 NN0785'A 74 FOOT SIGNAL AT STATION SELDEN 1934, 1949 IS VISIBLE
 NN0785'AT 4 FEET
 NN0785'
 NN0785'A 4 FOOT SIGNAL AT STATION SALZMAN IS VISIBLE AT 4 FEET
 NN0785'
 NN0785'AN 87 FOOT SIGNAL AT STATION AINSWORTH IS VISIBLE AT 4 FEET
 NN0785'
 NN0785'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 NN0785
 NN0785                          STATION RECOVERY (1967)
 NN0785
 NN0785'RECOVERY NOTE BY US AIR FORCE 1967
 NN0785'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 NN0785'RECOVERED IN GOOD CONDITION.
 NN0785'
 NN0785'THE ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0784 ***********************************************************************
 NN0784  DESIGNATION -  LONG PINE MUNICIPAL STANDPIPE
 NN0784  PID         -  NN0784
 NN0784  STATE/COUNTY-  NE/BROWN
 NN0784  USGS QUAD   -  LONG PINE (1954)
 NN0784
 NN0784                         *CURRENT SURVEY CONTROL
 NN0784  ___________________________________________________________________
 NN0784* NAD 83(1995)-  42 31 39.68320(N)    099 42 06.22500(W)     ADJUSTED  
 NN0784* NAVD 88     -                                                        
 NN0784  ___________________________________________________________________
 NN0784  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 NN0784  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 NN0784
 NN0784  HORZ ORDER  -  THIRD
 NN0784
 NN0784.The horizontal coordinates were established by classical geodetic methods
 NN0784.and adjusted by the National Geodetic Survey in August 1997..
 NN0784
 NN0784
 NN0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0784
 NN0784.The geoid height was determined by GEOID03.
 NN0784
 NN0784;                    North         East     Units Scale Factor Converg.
 NN0784;SPC NE       -   299,200.524   524,502.234   MT  0.99981784   +0 11 51.6
 NN0784;UTM  14      - 4,708,606.288   442,366.949   MT  0.99964087   -0 28 27.6
 NN0784
 NN0784                          SUPERSEDED SURVEY CONTROL
 NN0784
 NN0784  NAD 83(1986)-  42 31 39.68989(N)    099 42 06.23811(W) AD(       ) 4
 NN0784  NAD 27      -  42 31 39.69200(N)    099 42 04.79300(W) AD(       ) 3
 NN0784
 NN0784.Superseded values are not recommended for survey control.
 NN0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0784.See file dsdata.txt to determine how the superseded data were derived.
 NN0784
 NN0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4236708606(NAD 83)
 NN0784_MARKER: 52 = STANDPIPE TANK
 NN0784
 NN0784  HISTORY     - Date     Condition        Report By
 NN0784  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0784  HISTORY     - 1949     GOOD             CGS
 NN0784
 NN0784                          STATION DESCRIPTION
 NN0784
 NN0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0784'POINT OBSERVED UPON WAS CENTER OF STANDPIPE IN LONG PINE, CITY
 NN0784'MUNICIPAL WATER SUPPLY.  LOCATED IN THE SOUTHERN PART OF TOWN.
 NN0784'
 NN0784'STATION WAS OBSERVED UPON FROM TRANGULATION STATIONS SELDEN,
 NN0784'BASSETT, BLAINE, LAMB,
 NN0784
 NN0784                          STATION RECOVERY (1949)
 NN0784
 NN0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0784'THE STATION IS LOCATED ABOUT 0.4 MILE SOUTH OF THE CENTER OF
 NN0784'TOWN AND 0.3 MILE SOUTH OF THE RAILROAD STATION, ON THE HIGH
 NN0784'POINT OF A PROMINENT HILL OVERLOOKING THE TOWN.  IT IS AN ALL
 NN0784'STEEL STRUCTURE 60 FEET HIGH AND 75.70 FEET IN CIRCUMFERENCE.
 NN0784'POINT OBSERVED UPON, APPROXIMATE CENTER OF BASE OF STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1377 ***********************************************************************
 LH1377  DESIGNATION -  LOOMIS
 LH1377  PID         -  LH1377
 LH1377  STATE/COUNTY-  NE/PHELPS
 LH1377  USGS QUAD   -  LOOMIS (1970)
 LH1377
 LH1377                         *CURRENT SURVEY CONTROL
 LH1377  ___________________________________________________________________
 LH1377* NAD 83(1995)-  40 28 00.31177(N)    099 30 43.60011(W)     ADJUSTED  
 LH1377* NAVD 88     -       750.     (meters)    2461.     (feet)  SCALED    
 LH1377  ___________________________________________________________________
 LH1377  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 LH1377  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 LH1377
 LH1377  HORZ ORDER  -  THIRD
 LH1377
 LH1377.The horizontal coordinates were established by classical geodetic methods
 LH1377.and adjusted by the National Geodetic Survey in August 1997..
 LH1377
 LH1377.The orthometric height was scaled from a topographic map.
 LH1377
 LH1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1377
 LH1377.The geoid height was determined by GEOID03.
 LH1377
 LH1377;                    North         East     Units Scale Factor Converg.
 LH1377;SPC NE       -    70,445.922   541,370.053   MT  0.99982152   +0 19 24.0
 LH1377;UTM  14      - 4,479,690.283   456,585.341   MT  0.99962320   -0 19 56.5
 LH1377
 LH1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1377!SPC NE       -   0.99988619  x   0.99982152  =   0.99970773
 LH1377!UTM  14      -   0.99988619  x   0.99962320  =   0.99950944
 LH1377
 LH1377:                Primary Azimuth Mark                     Grid Az
 LH1377:SPC NE       -  LOOMIS MUNICIPAL TANK                    018 54 14.5
 LH1377:UTM  14      -  LOOMIS MUNICIPAL TANK                    019 33 35.0
 LH1377
 LH1377|---------------------------------------------------------------------|
 LH1377| PID    Reference Object                     Distance      Geod. Az  |
 LH1377|                                                           dddmmss.s |
 LH1377| LH1378 LOOMIS MUNICIPAL TANK               APPROX. 1.4 KM 0191338.5 |
 LH1377| CN9894 LOOMIS RM 1                          21.436 METERS 08849     |
 LH1377| CN9893 LOOMIS AZ MK                                       0902025.7 |
 LH1377| CN9895 LOOMIS RM 2                          18.378 METERS 17606     |
 LH1377| CN9896 LOOMIS RM 3                          22.354 METERS 17722     |
 LH1377|---------------------------------------------------------------------|
 LH1377
 LH1377                          SUPERSEDED SURVEY CONTROL
 LH1377
 LH1377  NAD 83(1986)-  40 28 00.31748(N)    099 30 43.60229(W) AD(       ) 3
 LH1377  NAD 27      -  40 28 00.28900(N)    099 30 42.21900(W) AD(       ) 3
 LH1377
 LH1377.Superseded values are not recommended for survey control.
 LH1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1377.See file dsdata.txt to determine how the superseded data were derived.
 LH1377
 LH1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5658579690(NAD 83)
 LH1377_MARKER: DS = TRIANGULATION STATION DISK
 LH1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1377_STAMPING: LOOMIS 1951
 LH1377_MARK LOGO: CGS   
 LH1377_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1377+STABILITY: SURFACE MOTION
 LH1377
 LH1377  HISTORY     - Date     Condition        Report By
 LH1377  HISTORY     - 1951     MONUMENTED       CGS
 LH1377  HISTORY     - 1968     GOOD             CGS
 LH1377  HISTORY     - 19970619 GOOD             NGS
 LH1377  HISTORY     - 20060513 GOOD             GEOCAC
 LH1377
 LH1377                          STATION DESCRIPTION
 LH1377
 LH1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1377'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF LOOMIS, IN THE
 LH1377'NORTHWEST ANGLE OF A CROSSROAD.  IT IS 37 FEET WEST OF THE
 LH1377'CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, 32 FEET NORTH OF
 LH1377'THE CENTERLINE OF AN EAST-WEST ROAD, 4 FEET WEST OF A NORTH-SOUTH
 LH1377'FENCE LINE AND 3 FEET NORTH OF AN EAST-WEST FENCELINE.  IT IS
 LH1377'STAMPED LOOMIS 1951 AND PROJECTS 2 INCHES.
 LH1377'
 LH1377'REFERENCE MARK NO. 1 IS 33 FEET EAST OF THE CENTERLINE OF A
 LH1377'NORTH-SOUTH ROAD, 31 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 LH1377'ROAD AND 1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LH1377'LOOMIS NO 1 1951 AND PROJECTS 2 INCHES.
 LH1377'
 LH1377'REFERENCE MARK NO. 2 IS 37 FEET SOUTH OF THE CENTERLINE OF AN
 LH1377'EAST-WEST ROAD, 37 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 LH1377'GRAVELED ROAD, AND 14 FEET NORTH OF A TELEPHONE POLE.  IT IS
 LH1377'STAMPED LOOMIS NO 2 1951 AND PROJECTS 2 INCHES.
 LH1377'
 LH1377'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 90.5 FEET.
 LH1377'
 LH1377'THE AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTERLINE OF AN
 LH1377'EAST-WEST ROAD, 4.5 FEET SOUTH OF A BRACE POLE FOR THE POWER LINE
 LH1377'AND 2 FEET NORTH OF A WITNESS POST.  IT IS STAMPED LOOMIS 1951
 LH1377'AND PROJECTS 2 INCHES.
 LH1377'
 LH1377'TO REACH THE STATION FROM THE RAILROAD STATION IN LOOMIS, GO
 LH1377'WEST ON STATE HIGHWAY 23 FOR 0.3 MILE TO A CROSSROAD, TURN
 LH1377'SOUTH AND GO 1.0 MILE TO THE STATION ON THE RIGHT.
 LH1377'
 LH1377'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DIRT
 LH1377'ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 LH1377'
 LH1377'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LH1377
 LH1377                          STATION RECOVERY (1968)
 LH1377
 LH1377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LH1377'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 LH1377'WERE RECOVERED AND FOUND IN GOOD CONDITION, REFERENCE MARK NO. 2
 LH1377'WAS NOT RECOVERED AND WAS DESTROYED WHEN DITCH WAS CLEANED OUT
 LH1377'ON THE SOUTH SIDE OF A GRAVELED ROAD.
 LH1377'
 LH1377'A NEW REFERENCE MARK NO. 3 WAS SET.
 LH1377'
 LH1377'A NEW DESCRIPTION FOLLOWS.
 LH1377'
 LH1377'TO REACH THE STATION FROM THE RAILROAD DEPOT IN LOOMIS, GO WEST
 LH1377'ON STATE HIGHWAY 23 FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT AND
 LH1377'GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD AND
 LH1377'THE STATION IN THE NORTHWEST ANGLE.
 LH1377'
 LH1377'STATION MARK, A STANDARD DISK STAMPED LOOMIS 1951, IS SET
 LH1377'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LH1377'SURFACE OF THE GROUND.  IT IS 38 FEET NORTH OF THE CENTER OF
 LH1377'AN EAST-WEST ROAD, 37 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1377'ROAD, 3.5 FEET NORTHWEST OF AN OLD FENCE CORNER POST, AND 1 FOOT
 LH1377'EAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 LH1377'INSPECTED.
 LH1377'
 LH1377'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOOMIS NO. 1 1951,
 LH1377'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 LH1377'THE SURFACE OF THE GROUND.  IT IS 40.5 FEET NORTH OF THE CENTER
 LH1377'OF THE EAST-WEST ROAD, 34 FEET EAST OF THE CENTER OF THE
 LH1377'NORTH-SOUTH ROAD, 7.5 FEET NORTH OF A CORNER FENCE POST, AND
 LH1377'1 FOOT EAST OF THE OLD FENCE.
 LH1377'
 LH1377'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LOOMIS 1951 NO. 3
 LH1377'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LH1377'1 INCH.  IT IS 37 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 LH1377'37 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 18 FEET NORTH
 LH1377'OF A GAS PIPE, AND 1 FOOT WEST OF A POWERLINE POLE.
 LH1377'
 LH1377'AZIMUTH MARK, A STANDARD DISK STAMPED LOOMIS 1951, IS SET IN
 LH1377'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 LH1377'IT IS 50 FEET WEST OF AN IRRIGATION DITCH, 23 FEET SOUTH OF THE
 LH1377'CENTER OF AN EAST-WEST ROAD, 4.5 FEET SOUTH OF A POWERLINE BRACE
 LH1377'POLE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LH1377'
 LH1377'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRAVELED
 LH1377'ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 LH1377'
 LH1377'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 LH1377'IS 100.30 FEET, 30.571 METERS.
 LH1377'
 LH1377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILES
 LH1377'SOUTH OF LOOMIS.
 LH1377
 LH1377                          STATION RECOVERY (1997)
 LH1377
 LH1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (LB)
 LH1377'RECOVERED AS DESCRIBED.
 LH1377
 LH1377                          STATION RECOVERY (2006)
 LH1377
 LH1377'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1377'FOUND THE STATION AND BOTH REFERENCE MARKS IN GOOD CONDITION.  THE
 LH1377'STATION IS RECESSED 18 INCHES.  SEARCHED FOR BUT DID NOT FIND THE
 LH1377'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1378 ***********************************************************************
 LH1378  DESIGNATION -  LOOMIS MUNICIPAL TANK
 LH1378  PID         -  LH1378
 LH1378  STATE/COUNTY-  NE/PHELPS
 LH1378  USGS QUAD   -  LOOMIS (1970)
 LH1378
 LH1378                         *CURRENT SURVEY CONTROL
 LH1378  ___________________________________________________________________
 LH1378* NAD 83(1995)-  40 28 42.12281(N)    099 30 24.50327(W)     ADJUSTED  
 LH1378* NAVD 88     -                                                        
 LH1378  ___________________________________________________________________
 LH1378  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LH1378  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 LH1378
 LH1378  HORZ ORDER  -  THIRD
 LH1378
 LH1378.The horizontal coordinates were established by classical geodetic methods
 LH1378.and adjusted by the National Geodetic Survey in August 1997..
 LH1378
 LH1378
 LH1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1378
 LH1378.The geoid height was determined by GEOID03.
 LH1378
 LH1378;                    North         East     Units Scale Factor Converg.
 LH1378;SPC NE       -    71,737.902   541,812.497   MT  0.99981791   +0 19 36.6
 LH1378;UTM  14      - 4,480,976.862   457,042.454   MT  0.99962271   -0 19 44.4
 LH1378
 LH1378                          SUPERSEDED SURVEY CONTROL
 LH1378
 LH1378  NAD 83(1986)-  40 28 42.12836(N)    099 30 24.50521(W) AD(       ) 4
 LH1378  NAD 27      -  40 28 42.09600(N)    099 30 23.12500(W) AD(       ) 3
 LH1378
 LH1378.Superseded values are not recommended for survey control.
 LH1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1378.See file dsdata.txt to determine how the superseded data were derived.
 LH1378
 LH1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5704280977(NAD 83)
 LH1378_MARKER: 53 = ELEVATED TANK
 LH1378
 LH1378  HISTORY     - Date     Condition        Report By
 LH1378  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1378  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 LH1378
 LH1378                          STATION DESCRIPTION
 LH1378
 LH1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1378'THE STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF LOOMIS,
 LH1378'84 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED STREET
 LH1378'AND 60 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 23.
 LH1378'
 LH1378'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 LH1378'THE OVERALL HEIGHT IS 125 FEET.  THE POINT OBSERVED UPON
 LH1378'WAS THE BALL ON THE TOP OF THE TANK.
 LH1378
 LH1378                          STATION RECOVERY (2006)
 LH1378
 LH1378'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LH1378'THERE IS NO TANK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0879 ***********************************************************************
 LG0879  DESIGNATION -  LOONTJER
 LG0879  PID         -  LG0879
 LG0879  STATE/COUNTY-  NE/THAYER
 LG0879  USGS QUAD   -  RUSKIN (1960)
 LG0879
 LG0879                         *CURRENT SURVEY CONTROL
 LG0879  ___________________________________________________________________
 LG0879* NAD 83(1995)-  40 11 22.65724(N)    097 48 10.87405(W)     ADJUSTED  
 LG0879* NAVD 88     -       503.     (meters)    1650.     (feet)  SCALED    
 LG0879  ___________________________________________________________________
 LG0879  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 LG0879  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 LG0879
 LG0879  HORZ ORDER  -  FIRST
 LG0879
 LG0879.The horizontal coordinates were established by classical geodetic methods
 LG0879.and adjusted by the National Geodetic Survey in August 1997..
 LG0879
 LG0879.The orthometric height was scaled from a topographic map.
 LG0879
 LG0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0879
 LG0879.The geoid height was determined by GEOID03.
 LG0879
 LG0879;                    North         East     Units Scale Factor Converg.
 LG0879;SPC NE       -    41,937.590   687,053.400   MT  0.99991967   +1 27 21.4
 LG0879;UTM  14      - 4,449,491.191   601,891.869   MT  0.99972780   +0 46 21.0
 LG0879
 LG0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0879!SPC NE       -   0.99992522  x   0.99991967  =   0.99984489
 LG0879!UTM  14      -   0.99992522  x   0.99972780  =   0.99965304
 LG0879
 LG0879:                Primary Azimuth Mark                     Grid Az
 LG0879:SPC NE       -  LOONTJER AZ MK                           359 01 34.3
 LG0879:UTM  14      -  LOONTJER AZ MK                           359 42 34.7
 LG0879
 LG0879|---------------------------------------------------------------------|
 LG0879| PID    Reference Object                     Distance      Geod. Az  |
 LG0879|                                                           dddmmss.s |
 LG0879| CN9897 LOONTJER AZ MK                                     0002855.7 |
 LG0879| CN9900 LOONTJER RM 3                        25.547 METERS 01218     |
 LG0879| CN9899 LOONTJER RM 2                        32.103 METERS 01908     |
 LG0879| LG0855 CARLETON MUNICIPAL TANK             APPROX.16.7 KM 0400806.9 |
 LG0879| LG0856 CARLETON ZION LUTH CH STEEPLE       APPROX.16.8 KM 0401854.9 |
 LG0879| LG0877 EVAN LUTH BETHLEHEMS CH SPIRE       APPROX. 2.4 KM 0425103.2 |
 LG0879| LG0852 BRUNING MUNICIPAL TANK              APPROX.25.8 KM 0510941.0 |
 LG0879| LG0854 BELVIDERE MUNICIPAL TANK            APPROX.22.1 KM 0704805.1 |
 LG0879| LG0861 HEBRON MUNICIPAL STANDPIPE          APPROX.19.1 KM 0962627.6 |
 LG0879| CN9898 LOONTJER RM 1                        23.998 METERS 10811     |
 LG0879| LG0876 DESHLER AMERICAN LUTH CH SPIRE      APPROX. 8.5 KM 1281529.0 |
 LG0879| LG0874 DESHLER SINCLAIR OIL CO TANK        APPROX. 7.6 KM 1372729.6 |
 LG0879| LG0882 ST MARKS EV LUTH CH THAYER CO       APPROX.10.0 KM 1701618.1 |
 LG0879| LG0878 ST PAULS LUTHERAN CHURCH SPIRE      APPROX. 3.1 KM 1764135.7 |
 LG0879| LG0880 RUSKIN MUNICIPAL TANK               APPROX. 7.6 KM 2284413.8 |
 LG0879| LG0891 EDGAR MUNICIPAL STANDPIPE           APPROX.24.5 KM 3242019.8 |
 LG0879| LG0889 DAVENPORT MUNICIPAL TANK            APPROX.13.8 KM 3561349.6 |
 LG0879|---------------------------------------------------------------------|
 LG0879
 LG0879                          SUPERSEDED SURVEY CONTROL
 LG0879
 LG0879  NAD 83(1986)-  40 11 22.66279(N)    097 48 10.87454(W) AD(       ) 1
 LG0879  NAD 27      -  40 11 22.64700(N)    097 48 09.73500(W) AD(       ) 1
 LG0879
 LG0879.Superseded values are not recommended for survey control.
 LG0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0879.See file dsdata.txt to determine how the superseded data were derived.
 LG0879
 LG0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0189249491(NAD 83)
 LG0879_MARKER: DS = TRIANGULATION STATION DISK
 LG0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0879
 LG0879  HISTORY     - Date     Condition        Report By
 LG0879  HISTORY     - 1947     MONUMENTED       CGS
 LG0879  HISTORY     - 1950     GOOD             CGS
 LG0879  HISTORY     - 1951     GOOD             CGS
 LG0879
 LG0879                          STATION DESCRIPTION
 LG0879
 LG0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0879'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF DESHLER AND 5.5
 LG0879'MILES NORTHEAST OF RUSKIN.  THE MARK, STAMPED LOONTJER 1947,
 LG0879'IS 48 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 18
 LG0879'FEET SOUTH OF THE CENTER LINE OF A LANE TO A FARM HOUSE, 17
 LG0879'FEET NORTHWEST OF A WIRE FENCE CORNER AND SET ABOUT 3 INCHES
 LG0879'BELOW THE SURFACE OF THE GROUND.
 LG0879'
 LG0879'REFERENCE MARK NO. 1, STAMPED LOONTJER NO 1 1947, IS 18 FEET
 LG0879'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 6 FEET NORTH OF
 LG0879'A TELEPHONE POLE AND PROJECTS 4 INCHES.
 LG0879'
 LG0879'REFERENCE MARK NO. 2, STAMPED LOONTJER NO 2 1947, IS 18 FEET WEST
 LG0879'OF THE CENTER LINE OF A NORTH-SOUTH ROAD AT THE EAST EDGE OF
 LG0879'A CULTIVATED FIELD AND PROJECTS 6 INCHES.
 LG0879'
 LG0879'THE AZIMUTH MARK, STAMPED LOONTJER 1947, IS 18 FEET WEST OF
 LG0879'THE CENTER LINE OF A NORTH-SOUTH ROAD, 10 FEET NORTH OF THE
 LG0879'CENTER LINE OF A LANE TO A FARM HOUSE, 2 FEET NORTH AND 1 FOOT
 LG0879'EAST OF A WIRE FENCE CORNER AND PROJECTS 6 INCHES.
 LG0879'
 LG0879'TO REACH THE STATION FROM THE FIRE HALL IN DESHLER, GO EAST 0.05
 LG0879'MILE TO A CROSSROAD.  TURN LEFT NORTH, AND GO 0.25 MILE TO STATE
 LG0879'HIGHWAY NO. 3.  TURN LEFT ON STATE HIGHWAY NO. 3 AND GO 4.0
 LG0879'MILES WEST TO A SIGN AT CROSSROADS DAVENPORT 12 MILES.  AT THE
 LG0879'CROSSROADS, TURN RIGHT NORTH, AND GO 2.9 MILES TO A FARM LANE
 LG0879'ON THE LEFT, WEST SIDE OF ROAD AND STATION NEAR FENCE CORNER.
 LG0879'TO REACH THE AZIMUTH MARK, CONTINUE AHEAD NORTH, FOR 0.95 MILE
 LG0879'TO MARK ON THE LEFT, WEST SIDE OF ROAD NEAR FENCE CORNER.
 LG0879'
 LG0879'A 74 FOOT SIGNAL AT STATION CORDING IS VISIBLE AT 10 FEET.
 LG0879'
 LG0879'A 74 FOOT SIGNAL AT STATION WEIDEL IS VG.
 LG0879'
 LG0879'A 4 FOOT SIGNAL AT STATION DESHLER IS VISIBLE AT 30 FEET.
 LG0879'
 LG0879'A 74 FOOT SIGNAL AT STATION CHESTER IS VISIBLE AT 40 FEET.
 LG0879'
 LG0879'A 74 FOOT SIGNAL AT STATION KUHLMANN IS VISIBLE AT 40 FEET.
 LG0879'
 LG0879'A 87 FOOT SIGNAL AT STATION BYRON IS VISIBLE AT 50 FEET.
 LG0879'
 LG0879'A 74 FOOT SIGNAL AT STATION SANKEY IS VG.
 LG0879'
 LG0879'A 87 FOOT SIGNAL AT STATION SKULLY IS VISIBLE AT 30 FEET.
 LG0879'
 LG0879'A 4 FOOT SIGNAL AT STATION NORA IS VG.
 LG0879'
 LG0879'A 74 FOOT SIGNAL AT STATION JACKSON IS VG.
 LG0879'
 LG0879'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0879
 LG0879                          STATION RECOVERY (1950)
 LG0879
 LG0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0879'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 LG0879'CONDITION.  THE 1950 DIRECTION TO THE AZIMUTH AND REFERENCE MARK
 LG0879'NO. 2 DID NOT CHECK WITH THE 1947.  THE 1950 DISTANCE TO
 LG0879'REFERENCE MARK NO. 2 DID NOT CHECK WITH THE 1947.
 LG0879'
 LG0879'A NEW DESCRIPTION FOLLOWS.
 LG0879'
 LG0879'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF DESHLER
 LG0879'AND 5-1/2 MILES NORTHEAST OF RUSKIN.  IT IS 54 FEET WEST OF THE
 LG0879'CENTERLINE OF A NORTH AND SOUTH ROAD, 18 FEET SOUTH OF A FARM
 LG0879'DRIVEWAY, 21 FEET NORTHWEST OF A FENCE CORNER.  THE MARK IS
 LG0879'3 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LG0879'STAMPED LOONTJER 1947.
 LG0879'
 LG0879'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTERLINE OF THE
 LG0879'NORTH AND SOUTH ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LG0879'IS STAMPED LOONTJER NO 1 1947.
 LG0879'
 LG0879'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE CENTERLINE OF THE
 LG0879'NORTH AND SOUTH ROAD AND 78 FEET NORTH OF THE CENTERLINE OF THE
 LG0879'FARM DRIVEWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LG0879'STAMPED LOONTJER NO 2 1947.
 LG0879'
 LG0879'AZIMUTH MARK IS 23 FEET WEST OF THE CENTERLINE OF A NORTH AND
 LG0879'SOUTH ROAD, 10 FEET NORTH OF THE CENTERLINE OF A FARM DRIVEWAY,
 LG0879'2 FEET NORTH OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE.
 LG0879'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LOONTJER
 LG0879'1947.
 LG0879'
 LG0879'TO REACH FROM THE CITY HALL (FIRE STATION) IN DESHLER, GO EAST
 LG0879'0.05 MILE TO CROSS-STREETS, TURN LEFT (NORTH) 0.25 MILE TO STATE
 LG0879'HIGHWAY 3, TURN LEFT WEST ON HIGHWAY 3 FOR 4.1 MILES TO
 LG0879'CROSSROADS AND SIGN DAVENPORT 12 MILE, TURN RIGHT (NORTH) ON
 LG0879'DIRT ROAD FOR 2.9 MILES TO A FARM DRIVEWAY ON THE LEFT AND THE
 LG0879'STATION AS DESCRIBED.
 LG0879'
 LG0879'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.95 MILE TO
 LG0879'A FARM DRIVEWAY ON THE LEFT AND THE MARK.
 LG0879'
 LG0879'OBSERVATIONS TAKEN FROM A 64 FT. TOWER.
 LG0879
 LG0879                          STATION RECOVERY (1951)
 LG0879
 LG0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LG0879'THE STATION, REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER
 LG0879'2 WERE RECOVERED AND WERE IN GOOD CONDITION.  THE AZIMUTH MARK
 LG0879'WAS NOT VISITED BECAUSE OF HIGH WATER AND A BRIDGE OUT.
 LG0879'REFERENCE MARK NO. 2 WAS REMOVED BECAUSE IT INTERFERED WITH THE
 LG0879'MAINTENANCE OF THE ROAD.  THE STATION WAS OCCUPIED TO ESTABLISH
 LG0879'REFERENCE MARK NO. 3.
 LG0879'
 LG0879'A NEW DESCRIPTION FOLLOWS.
 LG0879'
 LG0879'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF DESHLER AND
 LG0879'5.5 MILES NORTHEAST OF RUSKIN.  IT IS 54 FEET WEST OF THE CENTER
 LG0879'OF A NORTH-SOUTH ROAD, 21 FEET NORTHWEST OF A FENCE CORNER AND
 LG0879'18 FEET SOUTH OF THE CENTER OF A FARM DRIVEWAY.  IT IS STAMPED
 LG0879'LOONTJER 1947 AND IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 LG0879'
 LG0879'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTER OF A
 LG0879'NORTH-SOUTH ROAD.  IT IS STAMPED LOONTJER NO 1 1947 AND PROJECTS
 LG0879'4 INCHES.
 LG0879'
 LG0879'REFERENCE MARK NO. 3 IS 60 FEET NORTH OF THE CENTER OF A
 LG0879'FARM DRIVEWAY, 36 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG0879'ROAD AND 1 FOOT SOUTH OF A POWER LINE POLE.  IT IS STAMPED
 LG0879'LOONTJER NO 3 1951 AND PROJECTS 2 INCHES.
 LG0879'
 LG0879'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 LG0879'MARK NO. 3 IS 120.8 FEET.
 LG0879'
 LG0879'TO REACH THE STATION FROM THE CITY HALL (FIRE STATION) IN
 LG0879'DESHLER, GO EAST FOR 0.05 MILE TO A CROSS-STREET, TURN LEFT
 LG0879'AND GO NORTH FOR 0.25 MILE TO STATE HIGHWAY 3.  TURN LEFT AND
 LG0879'GO WEST ON STATE HIGHWAY 3 FOR 4.1 MILES TO A CROSSROAD
 LG0879'AND SIGN DAVENPORT 12 MILES, TURN RIGHT AND GO NORTH ON A DIRT
 LG0879'ROAD FOR 2.9 MILES TO A FARM DRIVEWAY ON THE LEFT AND THE
 LG0879'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0549 ***********************************************************************
 MN0549  DESIGNATION -  LORENZO
 MN0549  PID         -  MN0549
 MN0549  STATE/COUNTY-  NE/CHEYENNE
 MN0549  USGS QUAD   -  LORENZO (1972)
 MN0549
 MN0549                         *CURRENT SURVEY CONTROL
 MN0549  ___________________________________________________________________
 MN0549* NAD 83(1995)-  41 05 03.27116(N)    103 06 10.97741(W)     ADJUSTED  
 MN0549* NAVD 88     -      1350.     (meters)    4429.     (feet)  SCALED    
 MN0549  ___________________________________________________________________
 MN0549  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 MN0549  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 MN0549
 MN0549  HORZ ORDER  -  SECOND
 MN0549
 MN0549.The horizontal coordinates were established by classical geodetic methods
 MN0549.and adjusted by the National Geodetic Survey in August 1997..
 MN0549
 MN0549.The orthometric height was scaled from a topographic map.
 MN0549
 MN0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0549
 MN0549.The geoid height was determined by GEOID03.
 MN0549
 MN0549;                    North         East     Units Scale Factor Converg.
 MN0549;SPC NE       -   143,560.637   239,395.026   MT  0.99968550   -2 03 23.0
 MN0549;SPC CO N     -   501,940.511 1,115,800.835   MT  1.00006270   +1 32 55.5
 MN0549;SPC CO N     - 1,646,783.16  3,660,756.57   sFT  1.00006270   +1 32 55.5
 MN0549;UTM  13      - 4,549,842.524   659,337.186   MT  0.99991247   +1 14 48.8
 MN0549
 MN0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0549!SPC NE       -   0.99979142  x   0.99968550  =   0.99947698
 MN0549!SPC CO N     -   0.99979142  x   1.00006270  =   0.99985411
 MN0549!UTM  13      -   0.99979142  x   0.99991247  =   0.99970391
 MN0549
 MN0549:                Primary Azimuth Mark                     Grid Az
 MN0549:SPC NE       -  AIRPORT BCN SIDNEY MUN AIRPORT           079 35 22.8
 MN0549:SPC CO N     -  AIRPORT BCN SIDNEY MUN AIRPORT           075 59 04.3
 MN0549:UTM  13      -  AIRPORT BCN SIDNEY MUN AIRPORT           076 17 11.0
 MN0549
 MN0549|---------------------------------------------------------------------|
 MN0549| PID    Reference Object                     Distance      Geod. Az  |
 MN0549|                                                           dddmmss.s |
 MN0549| MN0479 AIRPORT BCN SIDNEY MUN AIRPORT      APPROX.10.2 KM 0773159.8 |
 MN0549| MN0481 SIDNEY COLLIER TV MAST              APPROX.11.2 KM 1082157.8 |
 MN0549| CP7666 LORENZO RM 1                         14.628 METERS 18126     |
 MN0549| CP7665 LORENZO AZ MK                                      2033800.8 |
 MN0549| CP7667 LORENZO RM 2                         15.677 METERS 28700     |
 MN0549|---------------------------------------------------------------------|
 MN0549
 MN0549                          SUPERSEDED SURVEY CONTROL
 MN0549
 MN0549  NAD 83(1995)-  41 05 03.27034(N)    103 06 10.97710(W) AD(       ) 2
 MN0549  NAD 83(1995)-  41 05 03.26299(N)    103 06 10.97633(W) AD(       ) 2
 MN0549  NAD 83(1986)-  41 05 03.26247(N)    103 06 10.97663(W) AD(       ) 2
 MN0549  NAD 27      -  41 05 03.31790(N)    103 06 09.24540(W) AD(       ) 2
 MN0549
 MN0549.Superseded values are not recommended for survey control.
 MN0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0549.See file dsdata.txt to determine how the superseded data were derived.
 MN0549
 MN0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5933749843(NAD 83)
 MN0549_MARKER: DS = TRIANGULATION STATION DISK
 MN0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0549_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0549
 MN0549  HISTORY     - Date     Condition        Report By
 MN0549  HISTORY     - 1963     MONUMENTED       CGS
 MN0549  HISTORY     - 1965     GOOD             CGS
 MN0549
 MN0549                          STATION DESCRIPTION
 MN0549
 MN0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0549'THE STATION IS LOCATED ON THE PROPERTY OF MR. JOHN OWENS AND
 MN0549'LEASED TO THE U.S. GOVERNMENT.  IT IS NEAR THE SIDNEY V.O.R.
 MN0549'ON THE HIGHEST HILL IN THE VICINITY ABOUT 8 MILES SOUTHWEST OF
 MN0549'SIDNEY, 7 MILES WEST AND 1 MILE SOUTH OF THE SIDNEY MUNICIPAL
 MN0549'AIRPORT AND 3-1/2 MILES NORTHWEST OF LORENZO.
 MN0549'
 MN0549'TO REACH THE STATION FROM THE CROSSROAD JUNCTION OF STATE HIGHWAY
 MN0549'19 AND A GRAVELED ROAD IN LORENZO, DRIVE WEST ON THE GRAVELED
 MN0549'ROAD FOR 2.1 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE
 MN0549'NORTH ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD AND THE
 MN0549'AZIMUTH MARK ON THE EAST SIDE OF THE NORTH-SOUTH ROAD AND ON
 MN0549'THE NORTH SIDE OF THE EAST-WEST ROAD.  CONTINUE NORTH ON THE
 MN0549'GRAVELED ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT JUST BEFORE THE
 MN0549'ROAD STARTS DOWN HILL TO THE NORTH.  TURN RIGHT AND DRIVE EAST
 MN0549'ON A DIRT ROAD FOR 0.2 MILE, THENCE TURN RIGHT AND DRIVE
 MN0549'SOUTH ON A DIRT ROAD FOR 0.2 MILE TO THE SIDNEY V.O.R. AND
 MN0549'THE STATION NEAR THE SOUTHWEST CORNER OF THE V.O.R.
 MN0549'
 MN0549'THE STATION MARK IS A STANDARD DISK, STAMPED LORENZO 1963, SET IN
 MN0549'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 MN0549'DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 61 FEET
 MN0549'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SQUARE BUILDING
 MN0549'SUPPORTING THE V.O.R.
 MN0549'
 MN0549'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LORENZO NO 1 1963,
 MN0549'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0549'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 MN0549'104-1/2 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE V.O.R.
 MN0549'BUILDING.
 MN0549'
 MN0549'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LORENZO NO 2 1963,
 MN0549'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 MN0549'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 MN0549'90 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE V.O.R.
 MN0549'BUILDING.
 MN0549'
 MN0549'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LORENZO 1963, SET
 MN0549'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0549'IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 MN0549'IS 37 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD,
 MN0549'33 FEET EAST OF THE CENTER OF A GRAVELED NORTH-SOUTH ROAD, 1.5
 MN0549'FEET NORTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0549'AND 1.0 FOOT WEST-NORTHWEST OF A TELEPHONE POLE.
 MN0549
 MN0549                          STATION RECOVERY (1965)
 MN0549
 MN0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MN0549'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 MN0549'AS DESCRIBED BY THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0413 ***********************************************************************
 NO0413  DESIGNATION -  LOSH
 NO0413  PID         -  NO0413
 NO0413  STATE/COUNTY-  NE/CHERRY
 NO0413  USGS QUAD   -  PURDUM NW (1986)
 NO0413
 NO0413                         *CURRENT SURVEY CONTROL
 NO0413  ___________________________________________________________________
 NO0413* NAD 83(1995)-  42 07 40.66557(N)    100 26 38.87304(W)     ADJUSTED  
 NO0413* NAVD 88     -       899.     (meters)    2949.     (feet)  SCALED    
 NO0413  ___________________________________________________________________
 NO0413  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 NO0413  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 NO0413
 NO0413  HORZ ORDER  -  FIRST
 NO0413
 NO0413.The horizontal coordinates were established by classical geodetic methods
 NO0413.and adjusted by the National Geodetic Survey in August 1997..
 NO0413
 NO0413.The orthometric height was scaled from a topographic map.
 NO0413
 NO0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0413
 NO0413.The geoid height was determined by GEOID03.
 NO0413
 NO0413;                    North         East     Units Scale Factor Converg.
 NO0413;SPC NE       -   254,861.501   463,287.725   MT  0.99971749   -0 17 39.6
 NO0413;UTM  14      - 4,664,993.069   380,639.098   MT  0.99977530   -0 58 07.8
 NO0413
 NO0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0413!SPC NE       -   0.99986240  x   0.99971749  =   0.99957992
 NO0413!UTM  14      -   0.99986240  x   0.99977530  =   0.99963773
 NO0413
 NO0413|---------------------------------------------------------------------|
 NO0413| PID    Reference Object                     Distance      Geod. Az  |
 NO0413|                                                           dddmmss.s |
 NO0413| CO3981 LOSH RM 2                            11.741 METERS 22201     |
 NO0413| NO0425 CHERRY SOUTH BASE                   APPROX. 7.9 KM 2594145.1 |
 NO0413| CO3979 LOSH AZ MK                                         3060931.7 |
 NO0413| CO3980 LOSH RM 1                            11.036 METERS 30822     |
 NO0413|---------------------------------------------------------------------|
 NO0413
 NO0413                          SUPERSEDED SURVEY CONTROL
 NO0413
 NO0413  NAD 83(1986)-  42 07 40.66754(N)    100 26 38.87787(W) AD(       ) 1
 NO0413  NAD 27      -  42 07 40.66600(N)    100 26 37.39900(W) AD(       ) 1
 NO0413
 NO0413.Superseded values are not recommended for survey control.
 NO0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0413.See file dsdata.txt to determine how the superseded data were derived.
 NO0413
 NO0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM8063964993(NAD 83)
 NO0413_MARKER: DS = TRIANGULATION STATION DISK
 NO0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0413_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NO0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0413+STABILITY: SURFACE MOTION
 NO0413
 NO0413  HISTORY     - Date     Condition        Report By
 NO0413  HISTORY     - 1949     MONUMENTED       CGS
 NO0413
 NO0413                          STATION DESCRIPTION
 NO0413
 NO0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0413'THE STATION IS LOCATED ABOUT 15.0 MILES NORTHEAST OF THEDFORD AND
 NO0413'ABOUT 2.75 MILES NORTH OF THE CHERRY-THOMAS COUNTY LINES
 NO0413'ON THE HIGHEST POINT OF THE MOST PROMINENT SAND HILL IN THE
 NO0413'VICINITY.  IT IS ABOUT 0.7 OF A MILE SOUTHEAST OF A GROUP OF
 NO0413'RANCH BUILDINGS AND 9.3 FEET EAST OF A WITNESS POST.  IT
 NO0413'PROJECTS 2 INCHES AND IS STAMPED LOSH 1949.
 NO0413'
 NO0413'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST SLOPE OF THE HILL
 NO0413'ABOUT 3.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0413'2 INCHES AND IS STAMPED LOSH NO 1 1949.
 NO0413'
 NO0413'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.
 NO0413'IT PROJECTS 2 INCHES AND IS STAMPED LOSH NO 2 1949.
 NO0413'
 NO0413'THE AZIMUTH MARK IS ABOUT 160.0 FEET SOUTH OF A WELL PUMP,
 NO0413'24.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN, AND
 NO0413'15.0 FEET NORTH-NORTHWEST OF A FENCE CORNER, AND 2.2 FEET
 NO0413'NORTH OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED
 NO0413'LOSH 1949.
 NO0413'
 NO0413'TO REACH THE STATION FROM THE POST OFFICE IN THEDFORD, GO
 NO0413'EAST ABOUT 100.0 FEET TO A CROSS STREET, TURN LEFT AND
 NO0413'GO NORTH ON MAIN STREET TO U.S. HIGHWAY NO. 83 AND STATE
 NO0413'ROUTE NO. 2, TURN RIGHT ON U.S. HIGHWAY NO. 83 AND STATE ROUTE
 NO0413'NO. 2 AND GO EAST FOR 1.75 MILES TO WHERE U.S. HIGHWAY NO. 83
 NO0413'TURNS LEFT, TURN LEFT ON U.S. HIGHWAY NO. 83 AND GO NORTH
 NO0413'FOR 11.5 MILES TO A T ROAD RIGHT AT SIGNS
 NO0413'LOUDEN-GROSS-LOSH-MORRIS-MAY-WIESE, TURN EAST ACROSS A CATTLE
 NO0413'GUARD AND GO EASTERLY ON MAIN TRAVELED ROAD FOR 2.15 MILES
 NO0413'TO A FORK, TAKE LEFT FORK AND GO 0.75 OF A MILE TO A RANCH
 NO0413'HOUSE ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON MAIN
 NO0413'TRAVELED ROAD FOR 2.3 MILES TO THE LOSH RANCH ON THE RIGHT,
 NO0413'TURN RIGHT PASSING NORTH OF THE RANCH HOUSE AND GO EAST TO A
 NO0413'WIRE GATE JUST SOUTHEAST OF A WINDMILL, (AZIMUTH MARK IS
 NO0413'SOUTH OF THIS WINDMILL AS DESCRIBED), PASS THROUGH WIRE
 NO0413'GATE AND GO SOUTHEAST ABOUT 125 FEET TO ANOTHER WIRE GATE IN
 NO0413'AND EAST-WEST FENCE, PASS THROUGH THIS GATE AND FOLLOW A
 NO0413'TRACK ROAD SOUTHERLY FOR 0.4 OF A MILE, TURN LEFT OFF OF
 NO0413'TRACK ROAD AND GO SOUTHEASTERLY ACROSS PASTURE FOR 0.4 OF A
 NO0413'MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0413'
 NO0413'A 100 FOOT SIGNAL AT STATION CHERRY S BASE IS VISIBLE AT 4 FEET.
 NO0413'
 NO0413'A 4 FOOT SIGNAL AT STATION SHANLEY (USGS) IS VISIBLE AT 4 FEET.
 NO0413'
 NO0413'A 100 FOOT SIGNAL AT STATION CHERRY N BASE IS VISIBLE AT 4 FEET.
 NO0413'
 NO0413'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 4 FEET.
 NO0413'
 NO0413'A 4 FOOT SIGNAL AT STATION KELLER IS VISIBLE AT 4 FEET.
 NO0413'
 NO0413'A 74 FOOT SIGNAL AT STATION GOOSE CREEK (USGS) IS VISIBLE AT
 NO0413'4 FEET.
 NO0413'
 NO0413'A 74 FOOT SIGNAL AT STATION PURDUM IS VISIBLE AT 4 FEET.
 NO0413'
 NO0413'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1907 ***********************************************************************
 MK1907  DESIGNATION -  LOST
 MK1907  PID         -  MK1907
 MK1907  STATE/COUNTY-  NE/PLATTE
 MK1907  USGS QUAD   -  DUNCAN (1976)
 MK1907
 MK1907                         *CURRENT SURVEY CONTROL
 MK1907  ___________________________________________________________________
 MK1907* NAD 83(1995)-  41 29 38.35258(N)    097 29 03.48248(W)     ADJUSTED  
 MK1907* NAVD 88     -       477.8    (meters)    1568.     (feet)  VERTCON   
 MK1907  ___________________________________________________________________
 MK1907  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 MK1907  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 MK1907
 MK1907  HORZ ORDER  -  FIRST
 MK1907
 MK1907.The horizontal coordinates were established by classical geodetic methods
 MK1907.and adjusted by the National Geodetic Survey in August 1997..
 MK1907
 MK1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1907
 MK1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1907
 MK1907.The geoid height was determined by GEOID03.
 MK1907
 MK1907;                    North         East     Units Scale Factor Converg.
 MK1907;SPC NE       -   187,429.414   709,969.337   MT  0.99965862   +1 40 01.7
 MK1907;UTM  14      - 4,594,705.513   626,517.996   MT  0.99979699   +1 00 15.6
 MK1907
 MK1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1907!SPC NE       -   0.99992901  x   0.99965862  =   0.99958765
 MK1907!UTM  14      -   0.99992901  x   0.99979699  =   0.99972601
 MK1907
 MK1907:                Primary Azimuth Mark                     Grid Az
 MK1907:SPC NE       -  LOST AZ MK                               358 27 24.3
 MK1907:UTM  14      -  LOST AZ MK                               359 07 10.4
 MK1907
 MK1907|---------------------------------------------------------------------|
 MK1907| PID    Reference Object                     Distance      Geod. Az  |
 MK1907|                                                           dddmmss.s |
 MK1907| CN9904 LOST AZ MK                                         0000726.0 |
 MK1907| CN9905 LOST RM 1                            24.225 METERS 01038     |
 MK1907| CN9906 LOST RM 2                            20.356 METERS 16731     |
 MK1907| MK1908 LOST RM A                            28.404 METERS 18008     |
 MK1907|---------------------------------------------------------------------|
 MK1907
 MK1907                          SUPERSEDED SURVEY CONTROL
 MK1907
 MK1907  NAD 83(1986)-  41 29 38.36196(N)    097 29 03.48663(W) AD(       ) 1
 MK1907  NAD 27      -  41 29 38.31910(N)    097 29 02.32664(W) AD(       ) 1
 MK1907  NGVD 29 (07/19/86)  477.6    (m)         1567.     (f) VERT ANG       
 MK1907
 MK1907.Superseded values are not recommended for survey control.
 MK1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1907.See file dsdata.txt to determine how the superseded data were derived.
 MK1907
 MK1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2651894706(NAD 83)
 MK1907_MARKER: DS = TRIANGULATION STATION DISK
 MK1907_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MK1907
 MK1907  HISTORY     - Date     Condition        Report By
 MK1907  HISTORY     - 1968     MONUMENTED       CGS
 MK1907
 MK1907                          STATION DESCRIPTION
 MK1907
 MK1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1907'THE STATION IS ABOUT 7-1/2 MILES NORTHWEST OF COLUMBUS, 6 MILES
 MK1907'EAST OF MONROE, AND 3 MILES SOUTH OF PLATTE CENTER.  IT IS ON
 MK1907'PROPERTY OWNED BY MR. ADOLPH LIEBIG.
 MK1907'
 MK1907'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND
 MK1907'81 IN COLUMBUS, GO NORTHWEST ON U.S. HIGHWAY 81 FOR 6.1 MILES
 MK1907'TO THE JUNCTION OF STATE HIGHWAY 22.  GO STRAIGHT AHEAD WEST ON
 MK1907'STATE HIGHWAY 22 FOR 0.95 TO A SIDE ROAD ON THE RIGHT.  TURN
 MK1907'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.35 MILES TO A CUT
 MK1907'BANK ON EACH SIDE OF THE ROAD AND THE STATION ON THE LEFT.  TO
 MK1907'REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD NORTH
 MK1907'ON THE GRAVELED ROAD FOR 0.15 MILE TO A CROSSROAD.  CONTINUE
 MK1907'AHEAD NORTH FOR 0.2 MILE TO A FARM ROAD ON THE LEFT AND THE
 MK1907'AZIMUTH MARK ON THE LEFT.
 MK1907'
 MK1907'THE STATION MARK IS A STANDARD DISK STAMPED LOST 1968, SET IN
 MK1907'THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 15 INCHES
 MK1907'BELOW THE SURFACE OF THE GROUND.  IT IS 49 FEET WEST OF THE
 MK1907'CENTER OF THE NORTH-SOUTH GRAVELED ROAD, 15 FEET WEST OF A
 MK1907'NORTH-SOUTH FENCE LINE, 14 FEET WEST OF A METAL WITNESS POST
 MK1907'WITH A SIGN ATTACHED, AND ABOUT 15 FEET HIGHER IN ELEVATION
 MK1907'THAN THE ROAD.
 MK1907'
 MK1907'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LOST NO 1 1968,
 MK1907'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 MK1907'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 79 FEET
 MK1907'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED, 34 FEET
 MK1907'WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD, AND ABOUT
 MK1907'THE SAME ELEVATION AS THE STATION.
 MK1907'
 MK1907'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LOST NO 2 1968,
 MK1907'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 MK1907'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 65
 MK1907'FEET SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED, 34
 MK1907'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 29 FEET NORTH
 MK1907'OF A METAL WITNESS POST WITH A SIGN ATTACHED, 1 FOOT WEST OF
 MK1907'A NORTH-SOUTH FENCE LINE, AND ABOUT THE SAME ELEVATION AS THE
 MK1907'STATION.
 MK1907'
 MK1907'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOST 1968, SET
 MK1907'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 MK1907'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 43
 MK1907'FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD,
 MK1907'18 FEET SOUTH OF THE CENTER OF THE EAST-WEST FARM ROAD, 2 FEET
 MK1907'NORTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED, AND
 MK1907'2 FEET NORTH OF AN EAST-WEST FENCE LINE.
 MK1907'
 MK1907'NOTE--THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1830 ***********************************************************************
 NM1830  DESIGNATION -  LOST CREEK
 NM1830  PID         -  NM1830
 NM1830  STATE/COUNTY-  NE/KNOX
 NM1830  USGS QUAD   -  SPRINGFIELD (1978)
 NM1830
 NM1830                         *CURRENT SURVEY CONTROL
 NM1830  ___________________________________________________________________
 NM1830* NAD 83(1995)-  42 46 58.90275(N)    097 54 03.94135(W)     ADJUSTED  
 NM1830* NAVD 88     -       491.6    (meters)    1613.     (feet)  VERTCON   
 NM1830  ___________________________________________________________________
 NM1830  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 NM1830  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 NM1830
 NM1830  HORZ ORDER  -  SECOND
 NM1830
 NM1830.The horizontal coordinates were established by classical geodetic methods
 NM1830.and adjusted by the National Geodetic Survey in August 1997..
 NM1830
 NM1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1830
 NM1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1830
 NM1830.The geoid height was determined by GEOID03.
 NM1830
 NM1830;                    North         East     Units Scale Factor Converg.
 NM1830;SPC NE       -   329,603.305   671,715.011   MT  0.99990773   +1 23 27.4
 NM1830;SPC SD S     -    52,871.939   798,997.489   MT  1.00001229   +1 40 40.4
 NM1830;SPC SD S     -   173,464.02  2,621,377.60   sFT  1.00001229   +1 40 40.4
 NM1830;UTM  14      - 4,737,306.454   589,884.903   MT  0.99969940   +0 44 47.2
 NM1830
 NM1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1830!SPC NE       -   0.99992696  x   0.99990773  =   0.99983470
 NM1830!SPC SD S     -   0.99992696  x   1.00001229  =   0.99993925
 NM1830!UTM  14      -   0.99992696  x   0.99969940  =   0.99962638
 NM1830
 NM1830:                Primary Azimuth Mark                     Grid Az
 NM1830:SPC NE       -  SPRINGFIELD MUNICIPAL TANK               002 10 08.7
 NM1830:SPC SD S     -  SPRINGFIELD MUNICIPAL TANK               001 52 55.7
 NM1830:UTM  14      -  SPRINGFIELD MUNICIPAL TANK               002 48 48.9
 NM1830
 NM1830|---------------------------------------------------------------------|
 NM1830| PID    Reference Object                     Distance      Geod. Az  |
 NM1830|                                                           dddmmss.s |
 NM1830| NM1895 SPRINGFIELD MUNICIPAL TANK          APPROX. 8.0 KM 0033336.1 |
 NM1830| NM1901 SPRINGFIELD ST MARYS SCH TANK       APPROX. 7.5 KM 0034334.6 |
 NM1830| CO3983 LOST CREEK RM 1                      20.288 METERS 06452     |
 NM1830| CO3984 LOST CREEK RM 2                      24.423 METERS 15637     |
 NM1830| CO3982 LOST CREEK AZ MK                                   1811305.7 |
 NM1830|---------------------------------------------------------------------|
 NM1830
 NM1830                          SUPERSEDED SURVEY CONTROL
 NM1830
 NM1830  NAD 83(1986)-  42 46 58.91203(N)    097 54 03.93897(W) AD(       ) 2
 NM1830  NAD 27      -  42 46 58.91000(N)    097 54 02.69400(W) AD(       ) 2
 NM1830  NGVD 29 (07/19/86)  491.4    (m)         1612.     (f) VERT ANG       
 NM1830
 NM1830.Superseded values are not recommended for survey control.
 NM1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1830.See file dsdata.txt to determine how the superseded data were derived.
 NM1830
 NM1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8988537306(NAD 83)
 NM1830
 NM1830  HISTORY     - Date     Condition        Report By
 NM1830  HISTORY     - 1891     MONUMENTED       MORC
 NM1830  HISTORY     - 1901     SEE DESCRIPTION  CGS
 NM1830  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NM1830  HISTORY     - 1935     GOOD             CGS
 NM1830  HISTORY     - 1948     GOOD             CGS
 NM1830
 NM1830                          STATION DESCRIPTION
 NM1830
 NM1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 NM1830'ON THE RIGHT BANK OF THE MISSOURI RIVER, 1 MILE BACK FROM
 NM1830'A POINT 1-1/4 MILES BELOW THE MOUTH OF LOST CREEK.  THE LAND
 NM1830'IS THE HIGHEST IN THE IMMEDIATE VICINITY.  MARKED WITH THE
 NM1830'REGULAR STATION MARK OF THE MISSOURI RIVER COMMISSION, THE
 NM1830'UNDERGROUND MARK BEING A BLOCK OF STONE 18 INCHES SQUARE
 NM1830'ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND, AND HAVING A
 NM1830'SMALL DRILLED HOLE IN IT.  THE SURFACE MARK IS AN IRON PIPE
 NM1830'WITH A CAST-IRON CAP HAVING A RAISED TRIANGLE ON IT WITH
 NM1830'A SMALL DRILLED HOLE IN ITS CENTER.  THE CAP IS LETTERED U.S.
 NM1830'MISSOURI RIVER COMMISSION.
 NM1830
 NM1830                          STATION RECOVERY (1935)
 NM1830
 NM1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NM1830'STATION WAS RECOVERED MAY 2, 1935, AND FOUND TO BE IN GOOD
 NM1830'CONDITION, EXCEPT THAT THE CAP ON TOP OF THE PIPE IS LOOSE, AND
 NM1830'CAN BE LIFTED OFF.  THE MARK PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 NM1830'ABOUT 6 MILES EAST AND 2 MILES NORTH OF NIOBRARA IN SEC.
 NM1830'4, T. 32 N., R. 5 W., ON LAND OWNED BY EMIL NELSON WHO LIVES
 NM1830'ABOUT 0.3 MILE SOUTH-SOUTHWEST OF STATION, AT THE NORTH END OF
 NM1830'THE HIGHEST PART OF A HIGH HILL FROM WHICH THE GROUND
 NM1830'DESCENDS WESTWARD TOWARD THE MISSOURI RIVER, 62 FEET WEST
 NM1830'OF A NORTH-SOUTH FENCE, AND 27 FEET SOUTH OF A
 NM1830'CROSS-FENCE.
 NM1830'
 NM1830'TO REACH FROM NIOBRARA, GO EAST FOR ABOUT 5 MILES ON STATE
 NM1830'HIGHWAY 12 TO A POINT WHERE ROAD TO SANTEE LEAVES THE HIGHWAY,
 NM1830'THEN NORTH AND EAST ON SANTEE ROAD FOR ABOUT 3-1/4 MILES TO
 NM1830'GATE OPPOSITE THE NELSON MAIL BOX, PASS THROUGH GATE AND
 NM1830'GO NORTH NEARLY 1 MILE TO TOP OF BLUFF OVERLOOKING MISSOURI
 NM1830'RIVER.  STATION IS AT TOP OF HILL TO RIGHT.  THE ENTRANCE
 NM1830'TO THE NELSON PLACE IS ABOUT 0.4 MILE NORTHEAST OF A WHITE
 NM1830'SCHOOLHOUSE AND 1-1/2 MILES NORTHEAST OF THE BRIDGE OVER
 NM1830'LOST CREEK.
 NM1830
 NM1830                          STATION RECOVERY (1935)
 NM1830
 NM1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 NM1830'SURFACE MARK IS A MISSOURI RIVER COMMISSION STANDARD STATION
 NM1830'MARK IN A PIPE ABOUT 5 INCHES IN DIAMETER, PROJECTING ABOUT
 NM1830'5 INCHES ABOVE THE GROUND.  STATION RECOVERED AND FOUND IN
 NM1830'GOOD CONDITION, AS DESCRIBED.  NO ADDITIONAL MARKS WERE SET
 NM1830'FOR THIS STATION, AS IT IS FREQUENTLY USED BY ENGINEERS
 NM1830'OF THE MISSOURI RIVER COMMISSION AND PROTECTED BY THEM.
 NM1830
 NM1830                          STATION RECOVERY (1948)
 NM1830
 NM1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1830'STATION IS LOCATED ABOUT 7 MILES EAST NORTHEAST OF NIOBRARA
 NM1830'AND 1 MILE SOUTH OF THE MISSOURI RIVER ON A PROMINENT KNOB
 NM1830'NEAR AN OLD GRAVEL PIT.  STATION IS 4 FEET EAST NORTHEAST
 NM1830'OF WITNESS POST.  STATION IS A MISSOURI RIVER COMMISSION
 NM1830'MARK, WHICH IS A 4 INCH PIPE WITH CAP SURROUNDED BY CONCRETE AND
 NM1830'PROJECTS ABOUT 6 INCHES.
 NM1830'
 NM1830'REFERENCE MARK NO. 1 IS 66.56 FEET (SLOPE MEASUREMENT) NORTHEAST
 NM1830'OF STATION AND 2 FEET WEST OF FENCE.  THE MARK PROJECTS
 NM1830'ABOUT 4 INCHES AND THE DISK IS STAMPED LOST CREEK MRC NO 1 1948.
 NM1830'
 NM1830'REFERENCE MARK NO. 2 IS 80.13 FEET SOUTHEAST OF STATION AND 31
 NM1830'FEET WEST SOUTHWEST OF FENCE.  THE MARK PROJECTS ABOUT 4
 NM1830'INCHES AND THE DISK IS STAMPED LOST CREEK MRC NO 2 1948.
 NM1830'
 NM1830'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH OF STATION, 15
 NM1830'FEET WEST OF THE APPROXIMATE CENTERLINE OF TRACK ROAD, 6 FEET
 NM1830'WEST OF GATE POST, 2.6 FEET EAST OF WITNESS POST AND 1 FOOT
 NM1830'NORTH OF FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 NM1830'STAMPED LOST CREEK MRC 1948.
 NM1830'
 NM1830'TO REACH FROM POST OFFICE IN NIOBRARA GO EAST ON STATE HIGHWAY
 NM1830'12 FOR 5.2 MILES TO CROSS ROADS.  TURN LEFT AND GO NORTHEASTERLY
 NM1830'ON ROAD TOWARD VILLAGE OF SANTEE FOR 2.8 MILES TO SCHOOLHOUSE
 NM1830'ON LEFT.  CONTINUE 0.45 MILE TO A TRACK ROAD LEFT UP DRAW
 NM1830'JUST AFTER CROSSING SMALL WOODEN BRIDGE.  FOLLOW TRACK ROAD
 NM1830'NORTHERLY FOR 0.5 MILE TO GATE AND AZIMUTH ON LEFT AS DESCRIBED.
 NM1830'CONTINUE ON TRACK ROAD 0.4 MILE TO TOP OF DIVIDE AND WIRE
 NM1830'GATE ON RIGHT.  TURN RIGHT THROUGH GATE AND GO SOUTHEASTERLY
 NM1830'ALONG EDGE OF FIELD FOR 0.15 MILE TO STATION AS DESCRIBED.
 NM1830'
 NM1830'A 4 FOOT SIGNAL AT STATION SANTEE 1901 IS VISIBLE FROM THE
 NM1830'GROUND.
 NM1830'
 NM1830'A 4 FOOT SIGNAL AT STATION FIELD IS VISIBLE FROM THE GROUND.
 NM1830'
 NM1830'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1908 ***********************************************************************
 MK1908  DESIGNATION -  LOST RM A
 MK1908  PID         -  MK1908
 MK1908  STATE/COUNTY-  NE/PLATTE
 MK1908  USGS QUAD   -  DUNCAN (1976)
 MK1908
 MK1908                         *CURRENT SURVEY CONTROL
 MK1908  ___________________________________________________________________
 MK1908* NAD 83(1995)-  41 29 37.43190(N)    097 29 03.48550(W)     ADJUSTED  
 MK1908* NAVD 88     -       477.3    (meters)    1566.     (feet)  VERTCON   
 MK1908  ___________________________________________________________________
 MK1908  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 MK1908  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 MK1908
 MK1908  HORZ ORDER  -  FIRST
 MK1908
 MK1908.The horizontal coordinates were established by classical geodetic methods
 MK1908.and adjusted by the National Geodetic Survey in August 1997..
 MK1908
 MK1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1908
 MK1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1908
 MK1908.The geoid height was determined by GEOID03.
 MK1908
 MK1908;                    North         East     Units Scale Factor Converg.
 MK1908;SPC NE       -   187,401.029   709,970.093   MT  0.99965862   +1 40 01.7
 MK1908;UTM  14      - 4,594,677.118   626,518.424   MT  0.99979699   +1 00 15.6
 MK1908
 MK1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1908!SPC NE       -   0.99992908  x   0.99965862  =   0.99958773
 MK1908!UTM  14      -   0.99992908  x   0.99979699  =   0.99972609
 MK1908
 MK1908|---------------------------------------------------------------------|
 MK1908| PID    Reference Object                     Distance      Geod. Az  |
 MK1908|                                                           dddmmss.s |
 MK1908| MK1907 LOST                                 28.404 METERS 00008     |
 MK1908| MK1947 MONROE RM 3                         APPROX.11.8 KM 2794507.3 |
 MK1908|---------------------------------------------------------------------|
 MK1908
 MK1908                          SUPERSEDED SURVEY CONTROL
 MK1908
 MK1908  NAD 83(1986)-  41 29 37.44124(N)    097 29 03.48965(W) AD(       ) 1
 MK1908  NAD 27      -  41 29 37.39840(N)    097 29 02.32965(W) AD(       ) 1
 MK1908  NGVD 29 (07/19/86)  477.1    (m)         1565.     (f) VERT ANG       
 MK1908
 MK1908.Superseded values are not recommended for survey control.
 MK1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1908.See file dsdata.txt to determine how the superseded data were derived.
 MK1908
 MK1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2651894677(NAD 83)
 MK1908_MARKER: DS = TRIANGULATION STATION DISK
 MK1908_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MK1908_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MK1908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1908
 MK1908  HISTORY     - Date     Condition        Report By
 MK1908  HISTORY     - 1968     MONUMENTED       CGS
 MK1908
 MK1908                          STATION DESCRIPTION
 MK1908
 MK1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1908'THE STATION IS ABOUT 7-1/2 MILES NORTHWEST OF COLUMBUS, 6 MILES
 MK1908'EAST OF MONROE, AND 3 MILES SOUTH OF PLATTE CENTER.  IT IS ON
 MK1908'THE PROPERTY OWNED BY MR. ADOLPH LIEBIG.
 MK1908'
 MK1908'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED
 MK1908'LOST RM A 1968, CEMENTED IN THE TOP OF AN IRREGULAR MASS OF
 MK1908'CONCRETE THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 16
 MK1908'FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 MK1908'
 MK1908'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 MK1908'LOST 1968.  THE DISTANCE, REDUCED TO SEA LEVEL AND THE DIRECTION
 MK1908'ARE NOTED BELOW.
 MK1908'
 MK1908'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR LOST 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1994 ***********************************************************************
 MK1994  DESIGNATION -  LOUISVILLE ASHEVILLE CEM STK
 MK1994  PID         -  MK1994
 MK1994  STATE/COUNTY-  NE/DOUGLAS
 MK1994  USGS QUAD   -  SPRINGFIELD (1975)
 MK1994
 MK1994                         *CURRENT SURVEY CONTROL
 MK1994  ___________________________________________________________________
 MK1994* NAD 83(1995)-  41 00 24.52847(N)    096 09 15.87402(W)     ADJUSTED  
 MK1994* NAVD 88     -                                                        
 MK1994  ___________________________________________________________________
 MK1994  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 MK1994  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 MK1994
 MK1994  HORZ ORDER  -  THIRD
 MK1994
 MK1994.The horizontal coordinates were established by classical geodetic methods
 MK1994.and adjusted by the National Geodetic Survey in August 1997..
 MK1994
 MK1994
 MK1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1994
 MK1994.The geoid height was determined by GEOID03.
 MK1994
 MK1994;                    North         East     Units Scale Factor Converg.
 MK1994;SPC NE       -   137,478.821   823,311.263   MT  0.99969628   +2 32 54.5
 MK1994;UTM  14      - 4,543,414.379   739,307.726   MT  1.00030490   +1 52 04.9
 MK1994
 MK1994                          SUPERSEDED SURVEY CONTROL
 MK1994
 MK1994  NAD 83(1986)-  41 00 24.53416(N)    096 09 15.87378(W) AD(       ) 4
 MK1994  NAD 27      -  41 00 24.55278(N)    096 09 14.77653(W) AD(       ) 3
 MK1994
 MK1994.Superseded values are not recommended for survey control.
 MK1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1994.See file dsdata.txt to determine how the superseded data were derived.
 MK1994
 MK1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3930843414(NAD 83)
 MK1994_MARKER: 63 = STACK
 MK1994
 MK1994  HISTORY     - Date     Condition        Report By
 MK1994  HISTORY     - 1934     FIRST OBSERVED   CGS
 MK1994
 MK1994                          STATION DESCRIPTION
 MK1994
 MK1994'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1068 ***********************************************************************
 ML1068  DESIGNATION -  LOUP
 ML1068  PID         -  ML1068
 ML1068  STATE/COUNTY-  NE/NANCE
 ML1068  USGS QUAD   -  BELGRADE SW (1955)
 ML1068
 ML1068                         *CURRENT SURVEY CONTROL
 ML1068  ___________________________________________________________________
 ML1068* NAD 83(1995)-  41 18 45.64700(N)    098 12 12.22974(W)     ADJUSTED  
 ML1068* NAVD 88     -       595.     (meters)    1952.     (feet)  SCALED    
 ML1068  ___________________________________________________________________
 ML1068  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 ML1068  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 ML1068
 ML1068  HORZ ORDER  -  THIRD
 ML1068
 ML1068.The horizontal coordinates were established by classical geodetic methods
 ML1068.and adjusted by the National Geodetic Survey in August 1997..
 ML1068
 ML1068.The orthometric height was scaled from a topographic map.
 ML1068
 ML1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1068
 ML1068.The geoid height was determined by GEOID03.
 ML1068
 ML1068;                    North         East     Units Scale Factor Converg.
 ML1068;SPC NE       -   165,807.492   650,379.580   MT  0.99966425   +1 11 26.2
 ML1068;UTM  14      - 4,573,774.437   566,678.191   MT  0.99965472   +0 31 33.3
 ML1068
 ML1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1068!SPC NE       -   0.99991053  x   0.99966425  =   0.99957481
 ML1068!UTM  14      -   0.99991053  x   0.99965472  =   0.99956528
 ML1068
 ML1068|---------------------------------------------------------------------|
 ML1068| PID    Reference Object                     Distance      Geod. Az  |
 ML1068|                                                           dddmmss.s |
 ML1068| CN9908 LOUP RM 1                            13.530 METERS 00419     |
 ML1068| ML1078 PALMER MUNICIPAL TANK               APPROX.10.7 KM 2030054.3 |
 ML1068| CN9909 LOUP RM 2                            18.405 METERS 26442     |
 ML1068| CN9907 LOUP AZ MK                                         3580347.7 |
 ML1068|---------------------------------------------------------------------|
 ML1068
 ML1068                          SUPERSEDED SURVEY CONTROL
 ML1068
 ML1068  NAD 83(1986)-  41 18 45.65272(N)    098 12 12.23270(W) AD(       ) 3
 ML1068  NAD 27      -  41 18 45.59700(N)    098 12 10.99100(W) AD(       ) 3
 ML1068
 ML1068.Superseded values are not recommended for survey control.
 ML1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1068.See file dsdata.txt to determine how the superseded data were derived.
 ML1068
 ML1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6667873774(NAD 83)
 ML1068_MARKER: DS = TRIANGULATION STATION DISK
 ML1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1068
 ML1068  HISTORY     - Date     Condition        Report By
 ML1068  HISTORY     - 1950     MONUMENTED       CGS
 ML1068
 ML1068                          STATION DESCRIPTION
 ML1068
 ML1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1068'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF PALMER
 ML1068'AND ABOUT 13 MILES SOUTHWEST OF FULLERTON.  IT IS 23 FEET
 ML1068'EAST OF THE CENTERLINE OF TRACKROAD, 6 FEET SOUTHWEST OF GATE
 ML1068'POST, 5 FEET WEST OF FENCELINE AND 4 FEET SOUTHWEST OF WHITE
 ML1068'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 ML1068'IS STAMPED LOUP 1950.
 ML1068'
 ML1068'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF FENCELINE AND 33 FEET
 ML1068'EAST OF CENTERLINE OF TRACKROAD.  THE MARK PROJECTS ABOUT 5
 ML1068'INCHES AND THE DISK IS STAMPED LOUP NO 1 1950.
 ML1068'
 ML1068'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF FENCELINE, 36 FEET
 ML1068'WEST OF THE CENTERLINE TRACKROAD, THE MARK PROJECTS ABOUT
 ML1068'4 INCHES AND THE DISK IS STAMPED LOUP NO 2 1950.
 ML1068'
 ML1068'AZIMUTH MARK IS 1 FOOT EAST OF THE FENCELINE, 5 FEET SOUTH OF
 ML1068'WHITE WITNESS POST, 31 FEET WEST OF THE CENTERLINE OF TRACKROAD
 ML1068'AND PROJECTS ABOUT 4 INCHES.  THE DISK IS STAMPED LOUP 1950.
 ML1068'
 ML1068'TO REACH THE STATION FROM POST OFFICE IN PALMER, GO EAST ON
 ML1068'GRAVEL STREET FOR 0.3 TO T ROAD, TURN LEFT (NORTH) ON GRAVEL
 ML1068'ROAD FOR 4.3 MILES TO CROSSROADS AND SIGN ON LEFT (PALMER 4 1/2),
 ML1068'TURN RIGHT (EAST) 2.35 MILE TO CROSSROADS, CHURCH AND SCHOOL
 ML1068'HOUSE IN SOUTHEAST CORNER, CONTINUE EAST FOR 0.5 MILES TO SIDE
 ML1068'ROAD ON LEFT, TURN LEFT (NORTH) CROSSING A SMALL WOODEN BRIDGE,
 ML1068'CONTINUE NORTH 0.5 MILES TO FARM HOUSE ON LEFT, CONTINUE ON
 ML1068'TRACKROAD FOR 0.8 MILES TO STATION ON RIGHT (EAST) SIDE OF
 ML1068'TRACKROAD AS DESCRIBED.
 ML1068'
 ML1068'TO REACH AZIMUTH MARK FROM STATION, GO NORTH FOR .25 MILE TO MARK
 ML1068'ON WEST SIDE OF TRACKROAD.
 ML1068'
 ML1068'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0753 ***********************************************************************
 NN0753  DESIGNATION -  LOUP
 NN0753  PID         -  NN0753
 NN0753  STATE/COUNTY-  NE/LOUP
 NN0753  USGS QUAD   -  STONEHOUSE RANCH SW (1981)
 NN0753
 NN0753                         *CURRENT SURVEY CONTROL
 NN0753  ___________________________________________________________________
 NN0753* NAD 83(1995)-  42 03 27.89443(N)    099 25 10.42568(W)     ADJUSTED  
 NN0753* NAVD 88     -       735.     (meters)    2411.     (feet)  SCALED    
 NN0753  ___________________________________________________________________
 NN0753  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 NN0753  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 NN0753
 NN0753  HORZ ORDER  -  FIRST
 NN0753
 NN0753.The horizontal coordinates were established by classical geodetic methods
 NN0753.and adjusted by the National Geodetic Survey in August 1997..
 NN0753
 NN0753.The orthometric height was scaled from a topographic map.
 NN0753
 NN0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0753
 NN0753.The geoid height was determined by GEOID03.
 NN0753
 NN0753;                    North         East     Units Scale Factor Converg.
 NN0753;SPC NE       -   247,131.641   548,031.630   MT  0.99970493   +0 23 04.8
 NN0753;UTM  14      - 4,656,273.149   465,284.218   MT  0.99961483   -0 16 51.8
 NN0753
 NN0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0753!SPC NE       -   0.99988828  x   0.99970493  =   0.99959325
 NN0753!UTM  14      -   0.99988828  x   0.99961483  =   0.99950316
 NN0753
 NN0753|---------------------------------------------------------------------|
 NN0753| PID    Reference Object                     Distance      Geod. Az  |
 NN0753|                                                           dddmmss.s |
 NN0753| AH9049 LOUP RM 1                             6.437 METERS 05958     |
 NN0753| NN0766 OVITT                               APPROX.14.0 KM 2700546.5 |
 NN0753| CO3985 LOUP AZ MK                                         2815517.2 |
 NN0753| AH9050 LOUP RM 2                             8.727 METERS 28204     |
 NN0753|---------------------------------------------------------------------|
 NN0753
 NN0753                          SUPERSEDED SURVEY CONTROL
 NN0753
 NN0753  NAD 83(1986)-  42 03 27.89899(N)    099 25 10.43785(W) AD(       ) 1
 NN0753  NAD 27      -  42 03 27.88900(N)    099 25 09.03300(W) AD(       ) 1
 NN0753
 NN0753.Superseded values are not recommended for survey control.
 NN0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0753.See file dsdata.txt to determine how the superseded data were derived.
 NN0753
 NN0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6528456273(NAD 83)
 NN0753_MARKER: DS = TRIANGULATION STATION DISK
 NN0753_SETTING: 0 = UNSPECIFIED SETTING
 NN0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0753
 NN0753  HISTORY     - Date     Condition        Report By
 NN0753  HISTORY     - 1949     MONUMENTED       CGS
 NN0753
 NN0753                          STATION DESCRIPTION
 NN0753
 NN0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0753'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND HILL,
 NN0753'ABOUT 21.0 MILES NORTH-NORTHEAST OF TAYLOR, 8.5 MILES
 NN0753'SOUTH-SOUTHEAST OF ROSE POST OFFICE, AND ABOUT 2.75 MILES EAST OF
 NN0753'U.S. HIGHWAY NO. 183.  IT IS ON THE HIGHEST SAND HILL IN THE
 NN0753'VICINITY.  THE STATION IS A STANDARD DISK CEMENTED IN THE
 NN0753'TOP OF A FOUR INCH CAST IRON PIPE THAT PROJECTS 10 INCHES
 NN0753'AND IS STAMPED, LOUP 1949.
 NN0753'
 NN0753'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK CEMENTED IN
 NN0753'THE TOP OF A FOUR INCH CAST IRON PIPE THAT PROJECTS 5 INCHES.
 NN0753'IT IS ON THE EAST SLOPE OF THE HILL AND IS ABOUT 4.5 FEET BELOW
 NN0753'THE ELEVATION OF THE STATION.  IT IS STAMPED, LOUP NO 1 1949.
 NN0753'
 NN0753'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK CEMENTED IN THE
 NN0753'TOP OF A FOUR INCH CAST IRON PIPE THAT PROJECTS 12 INCHES.  IT
 NN0753'IS ON THE WEST SLOPE OF THE HILL AND IS ABOUT 1.8 FOOT BELOW
 NN0753'THE ELEVATION OF THE STATION.  IT IS STAMPED, LOUP NO 2 1949.
 NN0753'
 NN0753'AZIMUTH MARK IS ON THE CREST OF A SMALL RIDGE ABOUT 0.5 MILE
 NN0753'WEST-NORTHWEST OF THE STATION.  IT IS ABOUT 150 FEET EAST OF A
 NN0753'FENCE CORNER, 2.0 FEET EAST OF A WITNESS POST, AND 0.8 FOOT
 NN0753'SOUTH OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED, LOUP
 NN0753'1949.
 NN0753'
 NN0753'TO REACH THE STATION FROM THE POST OFFICE IN TAYLOR, GO NORTH
 NN0753'ON U.S. HIGHWAY NO. 183 FOR 22.05 MILES TO A T-ROAD LEFT AND
 NN0753'A WHITE HOUSE ON THE RIGHT, CONTINUE NORTHERLY ON HIGHWAY FOR
 NN0753'2.15 MILES TO A WIRE GATE ON THE RIGHT AND A FENCE CORNER ON
 NN0753'THE LEFT, TURN RIGHT OFF HIGHWAY THROUGH WIRE GATE AND FOLLOW
 NN0753'SAND ROAD EAST FOR 0.95 MILE TO A WIRE GATE ON THE RIGHT,
 NN0753'GO THROUGH GATE AND CONTINUE EASTERLY ALONG THE SOUTH SIDE OF
 NN0753'WIRE FENCE FOR 0.2 MILE TO A WIRE GATE AND CATTLE GUARD,
 NN0753'CONTINUE EASTERLY UP VALLEY ON MAIN TRACK ROAD FOR 0.5 MILE
 NN0753'TO A WIRE GATE, CONTINUE EASTERLY 0.5 MILE TO ANOTHER WIRE
 NN0753'GATE, GO THROUGH GATE AND CONTINUE EAST FOR 0.5 MILE TO A
 NN0753'WINDMILL ON THE RIGHT, CONTINUE EAST FOR 0.2 MILE TO THE
 NN0753'TOP OF FIRST RIDGE, TURN LEFT AND CROSS FIRST RIDGE TO
 NN0753'NORTH, TURN LEFT AND GO WEST UP VALLEY FOR ABOUT 0.3 MILE TO
 NN0753'INTERSECTION WITH COW TRAILS LEADING NORTH AND SOUTH.  TURN
 NN0753'RIGHT AND GO NORTH ACROSS A RIDGE, THROUGH A VALLEY AND ON TO
 NN0753'THE TOP OF THE SECOND RIDGE TO A WIRE FENCE CORNER, TURN RIGHT
 NN0753'AND GO EAST ALONG FENCE FOR 150 FEET TO THE AZIMUTH MARK,
 NN0753'FROM HERE FOLLOW ALONG TOP OF A LONG RIDGE LEADING
 NN0753'EAST-SOUTHEAST FOR 0.45 MILE TO THE BASE OF THE SAND HILL THE
 NN0753'STATION IS ON.
 NN0753'
 NN0753'A 4 FOOT SIGNAL AT OVITT 1934, ROSE HILL, AND GRANT ARE VISIBLE
 NN0753'AT 4 FEET.
 NN0753'
 NN0753'A 74 FOOT SIGNAL AT DUFF 1934 IS VISIBLE AT 4 FEET.
 NN0753'
 NN0753'A 47 FOOT SIGNAL AT JOSIE IS VISIBLE AT 4 FEET.
 NN0753'
 NN0753'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0476 ***********************************************************************
 NO0476  DESIGNATION -  LOUP
 NO0476  PID         -  NO0476
 NO0476  STATE/COUNTY-  NE/CHERRY
 NO0476  USGS QUAD   -  ROSEBUD VALLEY (1987)
 NO0476
 NO0476                         *CURRENT SURVEY CONTROL
 NO0476  ___________________________________________________________________
 NO0476* NAD 83(1995)-  42 25 40.40507(N)    101 20 07.40594(W)     ADJUSTED  
 NO0476* NAVD 88     -      1024.     (meters)    3360.     (feet)  SCALED    
 NO0476  ___________________________________________________________________
 NO0476  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 NO0476  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 NO0476
 NO0476  HORZ ORDER  -  SECOND
 NO0476
 NO0476.The horizontal coordinates were established by classical geodetic methods
 NO0476.and adjusted by the National Geodetic Survey in August 1997..
 NO0476
 NO0476.The orthometric height was scaled from a topographic map.
 NO0476
 NO0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0476
 NO0476.The geoid height was determined by GEOID03.
 NO0476
 NO0476;                    North         East     Units Scale Factor Converg.
 NO0476;SPC NE       -   288,922.946   390,133.823   MT  0.99978818   -0 53 05.9
 NO0476;UTM  14      - 4,699,928.467   307,884.792   MT  1.00005413   -1 34 33.9
 NO0476
 NO0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0476!SPC NE       -   0.99984248  x   0.99978818  =   0.99963069
 NO0476!UTM  14      -   0.99984248  x   1.00005413  =   0.99989660
 NO0476
 NO0476|---------------------------------------------------------------------|
 NO0476| PID    Reference Object                     Distance      Geod. Az  |
 NO0476|                                                           dddmmss.s |
 NO0476| CP9883 LOUP RM 1                                          05423     |
 NO0476| CP9884 LOUP RM 2                                          14306     |
 NO0476| CP9882 LOUP AZ MK                                         2281625.6 |
 NO0476|---------------------------------------------------------------------|
 NO0476
 NO0476                          SUPERSEDED SURVEY CONTROL
 NO0476
 NO0476  NAD 83(1986)-  42 25 40.40260(N)    101 20 07.41189(W) AD(       ) 2
 NO0476  NAD 27      -  42 25 40.44400(N)    101 20 05.83600(W) AD(       ) 2
 NO0476
 NO0476.Superseded values are not recommended for survey control.
 NO0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0476.See file dsdata.txt to determine how the superseded data were derived.
 NO0476
 NO0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM0788599928(NAD 83)
 NO0476_MARKER: DS = TRIANGULATION STATION DISK
 NO0476_SETTING: 0 = UNSPECIFIED SETTING
 NO0476
 NO0476  HISTORY     - Date     Condition        Report By
 NO0476  HISTORY     - 1946     MONUMENTED       CGS
 NO0476  HISTORY     - 1949     GOOD             CGS
 NO0476
 NO0476                          STATION DESCRIPTION
 NO0476
 NO0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0476'THE STATION IS NEAR THE CENTER OF A LARGE ROUNDED-TOP SAND HILL
 NO0476'ABOUT 31 MILES, AIR LINE, NORTH-NORTHWEST OF MULLEN, 3 MILES
 NO0476'NORTH OF THE OLD PALMER POST OFFICE, AND 0.5 MILE NORTH OF THE
 NO0476'NORTH LOUP RIVER.  IT IS A STANDARD USC AND GS DISK BRAZED TO
 NO0476'THE TOP OF A 4-INCH CAST-IRON SOIL PIPE THAT PROJECTS 10 INCHES
 NO0476'AND IS 84 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 NO0476'LOUP 1946.
 NO0476'
 NO0476'REFERENCE MARK NO. 1 IS A STANDARD USC AND GS DISK BRAZED TO
 NO0476'THE TOP OF A 4-INCH CAST-IRON SOIL PIPE PROJECTING 10 INCHES.
 NO0476'IT IS ABOUT 20 FEET BELOW THE STATION ELEVATION AND IS 18
 NO0476'INCHES NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED LOUP
 NO0476'NO 1 1946.
 NO0476'
 NO0476'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS DISK BRAZED TO
 NO0476'THE TOP OF A 4-INCH CAST-IRON SOIL PIPE PROJECTING 7 INCHES.
 NO0476'IT IS ABOUT 20 FEET BELOW THE STATION ELEVATION AND IS 18
 NO0476'INCHES NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED LOUP
 NO0476'NO 1 1946.
 NO0476'
 NO0476'AZIMUTH MARK IS ON THE SUMMIT OF A LOW SAND HILL 0.7 MILE
 NO0476'SOUTHWEST OF THE STATION AND 18 INCHES NORTH OF AN EAST-WEST
 NO0476'FENCE LINE.  IT IS A STANDARD USC AND GS DISK BRAZED TO THE TOP
 NO0476'OF A 4-INCH CAST-IRON PIPE THAT PROJECTS 10 INCHES.  IT IS
 NO0476'STAMPED LOUP 1946.
 NO0476'
 NO0476'TO REACH THE STATION FROM STATE HIGHWAY NO. 2 AT MULLEN, GO
 NO0476'NORTH, ACROSS RAILROAD TRACKS AND THROUGH THE VILLAGE OF MULLEN
 NO0476'FOR 0.2 MILE TO A CROSS STREET, TURN RIGHT FOR 0.05 MILE,
 NO0476'TURN LEFT, NORTH, AND FOLLOW MAIN GRAVELED ROAD FOR 6.3 MILES
 NO0476'TO A T ROAD LEFT, TURN LEFT, WEST, AND GO 3.9 MILES TO A FORK,
 NO0476'TAKE RIGHT FORK, NORTH AND WEST, FOR 3.4 MILES TO THE DELIGHT
 NO0476'SCHOOL, CONTINUE WEST FOR 2.3 MILES TO A FORK, JUST ACROSS
 NO0476'A CATTLE GUARD, TAKE LEFT FORK, STRAIGHT AHEAD, AND GO 1.65
 NO0476'MILES TO A FORK, KEEP RIGHT FORK 5.9 MILES TO A FORK, KEEP
 NO0476'RIGHT FORK 1.1 MILE (CROSSING A SMALL WOODEN BRIDGE ACROSS
 NO0476'CALF CREEK AT 0.7 MILE) TO A FORK.  TAKE LEFT FORK AND GO
 NO0476'3.9 MILES TO A FORK, JUST AFTER CROSSING A CATTLE GUARD,
 NO0476'TAKE LEFT FORK FOR 1.6 MILES TO A DIM CROSS ROAD,
 NO0476'CONTINUE NORTH ON THE MAIN TRAVELED ROAD FOR 5.25 MILES
 NO0476'TO A FORK, JUST BEYOND A FENCE CORNER, TAKE LEFT FORK
 NO0476'FOR 1.25 MILES TO A CATTLE GUARD, KEEP RIGHT, ON MAIN ROAD,
 NO0476'FOR 0.5 MILE TO A FORK, TAKE LEFT FORK FOR 0.45 MILE TO
 NO0476'THE OLD PALMER POST OFFICE.  CONTINUE ON TRACK ROAD FOR
 NO0476'0.95 MILE TO A DIM FORK, KEEP RIGHT ON MAIN ROAD FOR 1.8
 NO0476'MILES TO THE SECOND SMALL BRIDGE ACROSS A CREEK,
 NO0476'CONTINUE 0.5 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.5 MILE
 NO0476'TO A DIM CROSSROAD, TURN RIGHT, EAST, ON DIM TRACK ROAD
 NO0476'AND GO 0.6 MILE TO A FORK, TAKE LEFT FORK FOR 0.1 MILE TO
 NO0476'A POINT WHERE THE ROAD STARTS OVER A SAND HILL, HERE
 NO0476'TURN LEFT LEAVING ROAD AND GO NORTHEAST ACROSS PASTURE
 NO0476'FOR 0.25 MILE TO A NORTH-SOUTH FENCE LINE.  *LET FENCE DOWN
 NO0476'AND DRIVE EAST ACROSS SAND HILLS FOR 1.25 MILE TO ANOTHER
 NO0476'NORTH-SOUTH FENCE LINE AND ETT.  PACK NORTH FOR ABOUT 100 YARDS
 NO0476'TO THE TOP OF A HIGH SAND HILL AND THE STATION AS DESCRIBED.
 NO0476'
 NO0476'*TO REACH THE AZIMUTH MARK FROM THIS POINT IN THE ABOVE DESCRIPTION,
 NO0476'DRIVE EAST OVER SAND HILLS FOR 0.35 MILE TO AN EAST-WEST FENCE
 NO0476'LINE AND THE AZIMUTH MARK AS DESCRIBED.
 NO0476
 NO0476                          STATION RECOVERY (1949)
 NO0476
 NO0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0476'THE STATION, (PIPE) REFERENCE MARKS NOS 1 AND 2 (PIPE) AND
 NO0476'AZIMUTH MARK, (PIPE) RECOVERED AND FOUND IN GOOD CONDITION.
 NO0476'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NO0476'
 NO0476'THE STATION IS LOCATED ABOUT 31.0 MILES AIR LINE NORTH-NORTHWEST
 NO0476'OF MULLEN, 36 MILES SOUTH-SOUTHWEST OF NENZEL AND 0.5 MILE
 NO0476'NORTH OF THE NORTH LOUP RIVER NEAR THE CENTER OF A LARGE ROUND-TOP
 NO0476'SAND HILL.  IT IS A U.S.C. AND G. SURVEY STATION MARK DISK
 NO0476'WELDED ON THE TOP OF A 4 INCH CAST IRON PIPE PROJECTING 1 FOOT
 NO0476'AND STAMPED LOUP 1946.
 NO0476'
 NO0476'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN THE
 NO0476'OPEN AREA ABOUT 20 FEET LOWER IN ELEVATION THAN STATION MARK.
 NO0476'IT IS A U.S.C. AND G. SURVEY REFERENCE MARK DISK WELDED ON
 NO0476'THE TOP OF A 4 INCH CAST IRON PIPE PROJECTING 10 INCHES AND
 NO0476'STAMPED LOUP NO 1 1946.
 NO0476'
 NO0476'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, SET IN THE
 NO0476'OPEN AREA ABOUT 20 FEET LOWER IN ELEVATION THAN THE STATION
 NO0476'MARK.  IT IS A U.S.C. AND G. SURVEY REFERENCE MARK DISK WELDED
 NO0476'ON THE TOP OF A 4 INCH CAST IRON PIPE PROJECTING 10 INCHES
 NO0476'AND STAMPED LOUP NO 2 1946.
 NO0476'
 NO0476'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTHWEST OF THE STATION,
 NO0476'SET ON THE HIGH POINT OF A LOW SAND HILL, 1-1/2 FEET NORTH
 NO0476'OF EAST-WEST FENCE LINE AND 1-1/2 FEET NORTH OF WITNESS POST.
 NO0476'IT IS A U.S.C. AND G. SURVEY REFERENCE MARK DISK WELDED ON
 NO0476'THE TOP OF A 4 INCH CAST IRON PIPE PROJECTING 1 FOOT AND
 NO0476'STAMPED LOUP 1946.  TO REACH FROM THE STATION GO SOUTHWEST
 NO0476'ACROSS SAND HILLS FOR ABOUT 0.7 MILES TO MARK AS DESCRIBED.
 NO0476'
 NO0476'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0476'WEST AND SOUTH ON MAIN ROAD FOR 9.4 MILES TO BRIDGE OVER THE
 NO0476'NIOBRARA RIVER, CONTINUE ON MAIN ROAD TAKING LEFT FORK FOR
 NO0476'0.95 MILE TO FORKS, BEAR RIGHT FOR 0.75 MILE TO THE ENTRANCE
 NO0476'TO THE NEBRASKA NATIONAL FOREST, CONTINUE SOUTH ON GRAVEL
 NO0476'ROAD FOR 2.75 MILES TO PLANTING CAMP ON THE LEFT, CONTINUE
 NO0476'SOUTH AND WEST ON MAIN ROAD FOR 6.15 MILES TO CATTLE GUARD
 NO0476'AT NATIONAL FOREST BOUNDARY, CONTINUE WEST, SOUTH AND WEST
 NO0476'ON SAND TRACK ROAD FOR 1.55 MILES TO THE DIAMOND BAR RANCH
 NO0476'ON THE RIGHT, CONTINUE WEST PASSING BETWEEN HOUSE AND BARN
 NO0476'FOR 0.4 MILE TO FORKS, BEAR LEFT AND FOLLOW MAIN TRACK ROAD
 NO0476'SOUTHERLY FOR 0.9 MILE TO CATTLE GUARD, CONTINUE SOUTH AND WEST
 NO0476'FOR 0.8 MILE TO CATTLE GUARD, CONTINUE WEST AND SOUTH FOR
 NO0476'1.85 MILES TO CATTLE GUARD, CONTINUE SOUTH AND WEST ON MAIN
 NO0476'TRACK ROAD FOR 3.0 MILES TO CATTLE GUARD, CONTINUE ON
 NO0476'TRACK ROAD FOR 1.85 MILES TO BRIDGE OVER THE SNAKE RIVER,
 NO0476'CONTINUE SOUTH FOR 0.1 MILE TO RANCH ON THE LEFT
 NO0476'(DOUGHBOY), CONTINUE SOUTH AND WEST FOR 0.7 MILE TO CATTLE
 NO0476'GUARD, CONTINUE ON MAIN TRACK ROAD FOR 0.4 MILE TO
 NO0476'CATTLE GUARD, CROSS CATTLE GUARD AND TAKE LEFT FORK
 NO0476'SOUTHEAST AND SOUTH FOR 2.15 MILES TO CATTLE GUARD, CONTINUE
 NO0476'ON MAIN TRACK ROAD FOR 0.95 MILE TO CATTLE GUARD,
 NO0476'CONTINUE SOUTHEAST AND SOUTH FOR 1.45 MILES TO CROSSROAD AT
 NO0476'RANCH HOUSES ON RIGHT AND LEFT, CONTINUE STRAIGHT AHEAD AND GO
 NO0476'SOUTH AND WEST ON TRACK ROAD TO A CATTLE GUARD ON THE LEFT
 NO0476'JUST SOUTHEAST OF A LARGE RED BARN THAT HAS THE NAME GEORGE
 NO0476'BRANDEIS PAINTED ON IT, TURN LEFT ACROSS GUARD AND FOLLOW TRACK
 NO0476'ROAD SOUTHWEST AND WEST FOR 1.3 MILES TO FORKS, BEAR LEFT
 NO0476'FOR 0.35 MILE TO CATTLE GUARD, CONTINUE WEST FOR 0.5 MILE
 NO0476'TO WINDMILL ON THE LEFT, CONTINUE WEST AND SOUTH FOR 1.05
 NO0476'MILES TO A CATTLE GUARD AND LARGE MAIL BOX, CONTINUE SOUTH
 NO0476'AND WEST ON SAND ROAD FOR 2.5 MILES TO WINDMILL ON THE RIGHT
 NO0476'JUST BEFORE REACHING A SMALL WOODEN BRIDGE CONTINUE WEST ON
 NO0476'MAIN TRACK ROAD FOR 0.75 MILE TO FORKS, BEAR LEFT FOR 0.55
 NO0476'MILE TO ANGLING CROSS-TRAILS, CONTINUE STRAIGHT AHEAD
 NO0476'SOUTHWEST FOR 0.3 MILE TO A CATTLE GUARD ABOUT 100 YARDS
 NO0476'SOUTH OF WINDMILL, CONTINUE WESTERLY FOR 1.05 MILES TO A CATTLE
 NO0476'GUARD JUST SOUTHWEST OF A SCHOOL HOUSE, CONTINUE WEST FOR 0.55
 NO0476'MILE TO THE KIME RANCH, TURN LEFT JUST EAST OF THE HOUSE
 NO0476'AND GO SOUTH ON GRADED ROAD FOR 0.65 MILE TO FORKS JUST AFTER
 NO0476'CROSSING CATTLE GUARD, BEAR LEFT AND FOLLOW TRACK ROAD EAST
 NO0476'AND SOUTH FOR 2.15 MILES TO A WOODEN BRIDGE, CONTINUE ON
 NO0476'SANDY ROAD FOR 0.15 MILE TO A CATTLE GUARD, CONTINUE EAST
 NO0476'AND SOUTH ON TRACK ROAD FOR 1.85 MILES TO A CATTLE GUARD EAST
 NO0476'OF A WIRE CORRAL, CONTINUE ON MAIN TRACK ROAD FOR 2.45
 NO0476'MILES TO A CATTLE GUARD, CONTINUE SOUTHERLY ACROSS MEADOW
 NO0476'FOR 1.05 MILES TO A RANCH HOUSE ON LEFT, CONTINUE EAST
 NO0476'FOR 0.1 MILE TO FORKS, BEAR RIGHT AND CONTINUE ON MAIN
 NO0476'TRACK ROAD FOR 0.3 MILE TO A WIRE GATE AND CATTLE GUARD AT
 NO0476'SOUTH SIDE OF MEADOW, CONTINUE SOUTHERLY FOR 0.5 MILE TO A
 NO0476'CATTLE GUARD, CONTINUE WESTERLY FOR 0.2 MILE TO FORKS,
 NO0476'BEAR LEFT SOUTHERLY FOR 0.35 MILE TO CROSSROAD JUST AFTER
 NO0476'CROSSING CATTLE GUARD, TURN SHARP LEFT AND GO EASTERLY FOR
 NO0476'0.6 MILE TO FORKS, BEAR RIGHT FOR 0.75 MILE TO A WIRE GATE,
 NO0476'CONTINUE EAST FOR 0.15 MILE, TURN LEFT OFF OF TRACK ROAD AND
 NO0476'GO NORTH FOR 0.05 MILE TO A WIRE GATE IN EAST-WEST FENCE LINE
 NO0476'AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTH OVER SAND
 NO0476'HILLS FOR ABOUT 0.5 MILE TO THE HIGHEST POINT AND STATION
 NO0476'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0295 ***********************************************************************
 ML0295  DESIGNATION -  LOUP CITY
 ML0295  PID         -  ML0295
 ML0295  STATE/COUNTY-  NE/SHERMAN
 ML0295  USGS QUAD   -  LOUP CITY (1978)
 ML0295
 ML0295                         *CURRENT SURVEY CONTROL
 ML0295  ___________________________________________________________________
 ML0295* NAD 83(1986)-  41 16 30.     (N)    098 58 18.     (W)     SCALED    
 ML0295* NAVD 88     -       630.097  (meters)    2067.24   (feet)  ADJUSTED  
 ML0295  ___________________________________________________________________
 ML0295  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 ML0295  DYNAMIC HT  -         629.775 (meters)    2066.19  (feet)  COMP
 ML0295  MODELED GRAV-     980,091.8   (mgal)                       NAVD 88
 ML0295
 ML0295  VERT ORDER  -  FIRST     CLASS II
 ML0295
 ML0295.The horizontal coordinates were scaled from a topographic map and have
 ML0295.an estimated accuracy of +/- 6 seconds.
 ML0295
 ML0295.The orthometric height was determined by differential leveling
 ML0295.and adjusted by the National Geodetic Survey in June 1991..
 ML0295.WARNING-Repeat measurements at this control monument indicate possible
 ML0295.vertical movement.
 ML0295
 ML0295.The geoid height was determined by GEOID03.
 ML0295
 ML0295.The dynamic height is computed by dividing the NAVD 88
 ML0295.geopotential number by the normal gravity value computed on the
 ML0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0295.degrees latitude (g = 980.6199 gals.).
 ML0295
 ML0295.The modeled gravity was interpolated from observed gravity values.
 ML0295
 ML0295;                    North         East    Units  Estimated Accuracy
 ML0295;SPC NE       -   160,570.      586,130.      MT  (+/- 180 meters Scaled)
 ML0295
 ML0295                          SUPERSEDED SURVEY CONTROL
 ML0295
 ML0295  NGVD 29 (??/??/92)  629.854  (m)         2066.45   (f) ADJ UNCH    1 2
 ML0295
 ML0295.Superseded values are not recommended for survey control.
 ML0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0295.See file dsdata.txt to determine how the superseded data were derived.
 ML0295
 ML0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL023692(NAD 83)
 ML0295_MARKER: DB = BENCH MARK DISK
 ML0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0295_STAMPING: LOUP CITY 1934
 ML0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0295+STABILITY: SURFACE MOTION
 ML0295
 ML0295  HISTORY     - Date     Condition        Report By
 ML0295  HISTORY     - 1934     MONUMENTED       CGS
 ML0295  HISTORY     - 1950     GOOD             NGS
 ML0295
 ML0295                          STATION DESCRIPTION
 ML0295
 ML0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0295'AT LOUP CITY.
 ML0295'AT LOUP CITY, 53 FEET NORTH OF THE CENTER LINE OF NEBRASKA
 ML0295'AVENUE, 49 FEET WEST OF THE CENTER LINE OF RICE STREET, 36 FEET
 ML0295'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CITY PUMPING STATION,
 ML0295'4.2 FEET NORTH OF THE NORTH EDGE OF AN EAST-WEST SIDEWALK, 4.2
 ML0295'FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK, AND SET
 ML0295'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 ML0295'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1117 ***********************************************************************
 ML1117  DESIGNATION -  LOUP CITY REA RADIO MAST
 ML1117  PID         -  ML1117
 ML1117  STATE/COUNTY-  NE/SHERMAN
 ML1117  USGS QUAD   -  LOUP CITY (1978)
 ML1117
 ML1117                         *CURRENT SURVEY CONTROL
 ML1117  ___________________________________________________________________
 ML1117* NAD 83(1995)-  41 16 57.92328(N)    098 57 44.32503(W)     ADJUSTED  
 ML1117* NAVD 88     -                                                        
 ML1117  ___________________________________________________________________
 ML1117  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 ML1117  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 ML1117
 ML1117  HORZ ORDER  -  THIRD
 ML1117
 ML1117.The horizontal coordinates were established by classical geodetic methods
 ML1117.and adjusted by the National Geodetic Survey in August 1997..
 ML1117
 ML1117
 ML1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1117
 ML1117.The geoid height was determined by GEOID03.
 ML1117
 ML1117;                    North         East     Units Scale Factor Converg.
 ML1117;SPC NE       -   161,444.346   586,900.746   MT  0.99966614   +0 41 15.6
 ML1117;UTM  14      - 4,570,147.170   503,155.992   MT  0.99960012   +0 01 29.5
 ML1117
 ML1117                          SUPERSEDED SURVEY CONTROL
 ML1117
 ML1117  NAD 83(1986)-  41 16 57.93074(N)    098 57 44.32815(W) AD(       ) 4
 ML1117  NAD 27      -  41 16 57.89600(N)    098 57 43.01500(W) AD(       ) 3
 ML1117
 ML1117.Superseded values are not recommended for survey control.
 ML1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1117.See file dsdata.txt to determine how the superseded data were derived.
 ML1117
 ML1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0315670147(NAD 83)
 ML1117_MARKER: 42 = RADIO/TV MAST
 ML1117
 ML1117  HISTORY     - Date     Condition        Report By
 ML1117  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1117
 ML1117                          STATION DESCRIPTION
 ML1117
 ML1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1117'THE STATION IS LOCATED NEAR THE HIGHEST POINT OF A HILL IN THE
 ML1117'NORTHEAST PART OF LOUP CITY.  IT IS A TRIANGULAR SHAPED STEEL
 ML1117'STRUCTURE AND HAS AN OVERALL HEIGHT OF 145 FEET.
 ML1117'
 ML1117'THE POINT OBSERVED WAS THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1187 ***********************************************************************
 ML1187  SACS        -  This is a Secondary Airport Control Station.
 ML1187  DESIGNATION -  LOUP VALLEY
 ML1187  PID         -  ML1187
 ML1187  STATE/COUNTY-  NE/VALLEY
 ML1187  USGS QUAD   -  ORD NW (1985)
 ML1187
 ML1187                         *CURRENT SURVEY CONTROL
 ML1187  ___________________________________________________________________
 ML1187* NAD 83(1995)-  41 37 42.78080(N)    098 57 27.65391(W)     ADJUSTED  
 ML1187* NAVD 88     -       630.43   (meters)    2068.3    (feet)  GPS OBS   
 ML1187  ___________________________________________________________________
 ML1187  X           -    -743,484.606 (meters)                     COMP
 ML1187  Y           -  -4,716,721.698 (meters)                     COMP
 ML1187  Z           -   4,215,257.700 (meters)                     COMP
 ML1187  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 ML1187  ELLIP HEIGHT-         606.53  (meters)          (01/09/02) GPS OBS
 ML1187  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 ML1187
 ML1187  HORZ ORDER  -  FIRST
 ML1187  ELLP ORDER  -  FOURTH    CLASS II
 ML1187
 ML1187.This mark is at Evelyn Sharp Field Airport (ODX)
 ML1187
 ML1187.The horizontal coordinates were established by GPS observations
 ML1187.and adjusted by the National Geodetic Survey in September 1998..
 ML1187
 ML1187.The orthometric height was determined by GPS observations and a
 ML1187.high-resolution geoid model.
 ML1187
 ML1187.GPS derived orthometric heights for airport stations designated as
 ML1187.PACS or SACS are published to 2 decimal places.  This maintains
 ML1187.centimeter relative accuracy between the PACS and SACS.  It does
 ML1187.not indicate centimeter accuracy relative to other marks which are
 ML1187.part of the NAVD 88 network.
 ML1187
 ML1187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML1187
 ML1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1187
 ML1187.The ellipsoidal height was determined by GPS observations
 ML1187.and is referenced to NAD 83.
 ML1187
 ML1187.The geoid height was determined by GEOID03.
 ML1187
 ML1187;                    North         East     Units Scale Factor Converg.
 ML1187;SPC NE       -   199,837.979   586,825.709   MT  0.99966088   +0 41 26.7
 ML1187;UTM  14      - 4,608,536.785   503,525.014   MT  0.99960015   +0 01 41.2
 ML1187
 ML1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1187!SPC NE       -   0.99990488  x   0.99966088  =   0.99956579
 ML1187!UTM  14      -   0.99990488  x   0.99960015  =   0.99950506
 ML1187
 ML1187                          SUPERSEDED SURVEY CONTROL
 ML1187
 ML1187  ELLIP H (09/17/98)  606.60   (m)                       GP(       ) 4 2
 ML1187  NAD 83(1995)-  41 37 42.78006(N)    098 57 27.65851(W) AD(       ) 1
 ML1187  ELLIP H (08/18/97)  606.63   (m)                       GP(       ) 4 1
 ML1187  NAD 83(1986)-  41 37 42.78777(N)    098 57 27.66376(W) AD(       ) 1
 ML1187  NGVD 29 (02/23/90)  630.1    (m)         2067.     (f) GPS OBS        
 ML1187
 ML1187.Superseded values are not recommended for survey control.
 ML1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1187.See file dsdata.txt to determine how the superseded data were derived.
 ML1187
 ML1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0352508537(NAD 83)
 ML1187_MARKER: I = METAL ROD
 ML1187_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ML1187_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ML1187_STAMPING: LOUP VALLEY 1989
 ML1187_MARK LOGO: NGS   
 ML1187_PROJECTION: FLUSH
 ML1187_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ML1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1187+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1997
 ML1187_ROD/PIPE-DEPTH: 11.4 meters
 ML1187_SLEEVE-DEPTH  : 0.95 meters
 ML1187
 ML1187  HISTORY     - Date     Condition        Report By
 ML1187  HISTORY     - 1989     MONUMENTED       NGS
 ML1187  HISTORY     - 19900615 GOOD             NGS
 ML1187  HISTORY     - 19950719 GOOD             NGS
 ML1187  HISTORY     - 19970530 GOOD             NGS
 ML1187
 ML1187                          STATION DESCRIPTION
 ML1187
 ML1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ML1187'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF ORD, 2.3 KM
 ML1187'(1.45 MI) WEST OF THE JUNCTION OF STATE HIGHWAYS 11 AND 70, AT THE
 ML1187'ORD/EVELYN SHARP FIELD, NEAR THE JUNCTION OF A TURN-AROUND AND RUNWAY
 ML1187'END 13.  OWNERSHIP,VALLEY COUNTY AIRPORT AUTHORITY, 1411 M STREET,
 ML1187'ORD, NE 68862.  AIRPORT MANAGER IS BEN WADES, 2818 J STREET, ORD, NE
 ML1187'68862, TELEPHONE IS 308-728-3919 OR 728-7676.
 ML1187'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ORD, GO WEST ALONG
 ML1187'STATE HIGHWAY 11 AND 70 FOR 1.1 KM (0.70 MI) TO THE JUNCTION OF STATE
 ML1187'HIGHWAY 70 WEST AND STATE HIGHWAY 11 NORTH.  TURN RIGHT AND GO
 ML1187'NORTHERLY ON STATE HIGHWAY 11 FOR 2.3 KM (1.45 MI) TO THE AIRPORT
 ML1187'ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTWESTERLY ALONG THE
 ML1187'ENTRANCE ROAD TO A METAL QUONSET BUILDING ON THE LEFT.  TURN LEFT AND
 ML1187'PASS EAST THEN SOUTH OF THE QUONSET BUILDING TO A CONCRETE APRON.
 ML1187'PROCEED WEST-SOUTHWEST ALONG THE APRON TO ITS JUCTION WITH RUNWAY
 ML1187'13-31.  TURN RIGHT AND GO NORTHWEST, KEEPING RIGTH OF THE RUNWAY, TO
 ML1187'THE JUNCTION OF A TURN-AROUND AND RUNWAY END 13 AND THE STATION
 ML1187'SOUTHEAST OF THE JUNCTION.
 ML1187'THE STATION MARK IS SET 30.3 M (99.4 FT) NORTH-NORTHWEST OF THE NORTH
 ML1187'1 OF 2 CULVERTS ON THE NORTHEAST SIDE OF THE RUNWAY, 13.7 M (44.9 FT)
 ML1187'NORTHEAST OF THE CENTERLINE OF THE RUNWAY AND 5.9 M (19.4 FT)
 ML1187'NORTHWEST OF A BLUE TAXIWAY LIGHT NUMBERED --29-- AND 2.5 M (8.2 FT)
 ML1187'SOUTHEAST OF THE CURVED EDGE OF THE TURN-AROUND.
 ML1187'DESCRIBED BY E.A.RICE.
 ML1187'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ML1187
 ML1187                          STATION RECOVERY (1990)
 ML1187
 ML1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 ML1187'THE STATION IS LOCATED AT THE EVELYN SHARP FIELD NEAR RUNWAY END 13.
 ML1187'IT IS 119.8 FT (36.5 M) EASTERLY OF RUNWAY END 13, 44.9 FT (13.7 M)
 ML1187'NORTHEAST OF THE CENTERLINE OF THE RUNWAY AND 19.4 FT (5.9 M)
 ML1187'NORTHWEST OF TAXIWAY LIGHT 29.  THE STATION IS A STAINLESS STEEL ROD
 ML1187'SET WITHIN A PVC PIPE WITH A COVER.  THE RIM OF THE COVER IS STAMPED
 ML1187'LOUP VALLEY 1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL
 ML1187'(NOT VERTICAL) STABILITY.
 ML1187
 ML1187                          STATION RECOVERY (1995)
 ML1187
 ML1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 ML1187'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF ELYRIA, 1.5
 ML1187'MI (2.4 KM) NORTHWEST OF ORD AT THE ORD/ELELYN SHARP FIELD NEAR THE
 ML1187'APPROACH END OF RUNWAY 13.  OWNERSHIP--VALLEY COUNTY AIRPORT
 ML1187'AUTHORITY, 1411 M (4629.3 FT) STREET, ORD NE 68862.  AIRPORT MANAGER
 ML1187'IS DAVE WILLIAMS, PHONE (308) 728-3913.  TO REACH THE STATION FROM THE
 ML1187'JUNCTION OF STATE HIGHWAYS 70 AND 11 NORTH ON THE WEST SIDE OF ORD, GO
 ML1187'NORTH ON STATE HIGHWAY 11 FOR 1.45 MI (2.33 KM) TO A ROAD LEFT, TURN
 ML1187'LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO
 ML1187'A GATE ON THE LEFT, TURN LEFT, PASS THROUGH GATE AND GO SOUTHEAST,
 ML1187'THEN SOUTHWEST AROUND A QUONSET TYPE HANGAR ON A DIRT THEN PAVED
 ML1187'ROAD/TAXIWAY FOR 0.05 MI (0.08 KM) TO A CONCRETE APRON ON THE RIGHT,
 ML1187'BEAR RIGHT AND GO WEST ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO A
 ML1187'CONNECTOR TAXIWAY LEFT, BEAR LEFT AND GO SOUTHWEST ON THE TAXIWAY FOR
 ML1187'150 FT (45.7 M) TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE
 ML1187'RUNWAY FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT (JUST BEFORE
 ML1187'REACHING THE TURNAROUND).  THE STATION IS 99.4 FT (30.3 M)
 ML1187'NORTH-NORTHWEST OF THE NORTH 1 OF 2 CULVERTS ON THE NORTHEAST SIDE OF
 ML1187'THE RUNWAY, 44.9 FT (13.7 M) NORTHEAST OF THE RUNWAY CENTER, 19.4 FT
 ML1187'(5.9 M) NORTHWEST OF THE MOST SOUTHWEST OF A PAIR OF TAXIWAY LIGHTS
 ML1187'(29) AND 8.2 FT (2.5 M) SOUTHEAST OF THE CURVED EDGE OF THE TURNAROUND
 ML1187'PAVEMENT.  THIS STATION TO BE USED AS SACS.
 ML1187
 ML1187                          STATION RECOVERY (1997)
 ML1187
 ML1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 ML1187'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF ELYRIA, 1.5
 ML1187'MI (2.4 KM) NORTHWEST OF ORD AT THE ORD/ELELYN SHARP FIELD NEAR THE
 ML1187'APPROACH END OF RUNWAY 13.  OWNERSHIP--VALLEY COUNTY AIRPORT
 ML1187'AUTHORITY, 1411  M  STREET, ORD, NE 68862.  AIRPORT MANAGER IS DAVE
 ML1187'WILLAMS, PHONE (308) 728-3913.  TO REACH THE STATION FROM THE JUNCTION
 ML1187'OF STATE HIGHWAYS 70 AND 11 NORTH ON THE WEST SIDE OF ORD, GO NORTH ON
 ML1187'STATE HIGHWAY 11 FOR 1.45 MI (2.33 KM) TO A ROAD LEFT, TURN LEFT AND
 ML1187'GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A GATE
 ML1187'ON THE LEFT, TURN LEFT, PASS THROUGH GATE AND GO SOUTHEAST, THEN
 ML1187'SOUTHWEST AROUND A QUONSET TYPE HANGER ON A DIRT THEN PAVED
 ML1187'ROAD/TAXIWAY FOR 0.05 MI (0.08 KM) TO A CONCRETE APRON ON THE RIGHT,
 ML1187'BEAR RIGHT AND GO WEST ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO A
 ML1187'CONNECTOR TAXIWAY LEFT, BEAR LEFT AND GO SOUTHWEST ON THE TAXIWAY FOR
 ML1187'150 FT (45.7 M) TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE
 ML1187'RUNWAY FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT (JUST BEFORE
 ML1187'REACHING THE TURNAROUND) .  THE STATION IS 99.4 FT (30.3 M) NORTH
 ML1187'NORTHWEST OF THE NORTH 1 OF 2 CULVERTS ON THE NORTHEAST SIDE OF THE
 ML1187'RUNWAY, 44.9 FT (13.7 M) NORTHEAST OF THE RUNWAY CENTER, 19.4 FT (5.9
 ML1187'M) NORTHWEST OF THE MOST SOUTHWEST OF A PAIR OF TAXIWAY LIGHTS (29)
 ML1187'AND 8.2 FT (2.5 M) SOUTHEAST OF THE CURVED EDGE OF THE TURN AROUND
 ML1187'PAVEMENT.  THIS STATION HAS BEEN SELECTED AS THIS AIRPORTS SECONDARY
 ML1187'AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1279 ***********************************************************************
 LH1279  DESIGNATION -  LOWELL
 LH1279  PID         -  LH1279
 LH1279  STATE/COUNTY-  NE/KEARNEY
 LH1279  USGS QUAD   -  HEARTWELL (1969)
 LH1279
 LH1279                         *CURRENT SURVEY CONTROL
 LH1279  ___________________________________________________________________
 LH1279* NAD 83(1995)-  40 36 22.79668(N)    098 49 46.64852(W)     ADJUSTED  
 LH1279* NAVD 88     -       658.8    (meters)    2161.     (feet)  VERTCON   
 LH1279  ___________________________________________________________________
 LH1279  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 LH1279  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 LH1279
 LH1279  HORZ ORDER  -  FIRST
 LH1279
 LH1279.The horizontal coordinates were established by classical geodetic methods
 LH1279.and adjusted by the National Geodetic Survey in August 1997..
 LH1279
 LH1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1279
 LH1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1279
 LH1279.The geoid height was determined by GEOID03.
 LH1279
 LH1279;                    North         East     Units Scale Factor Converg.
 LH1279;SPC NE       -    86,495.943   599,028.553   MT  0.99978078   +0 46 32.2
 LH1279;UTM  14      - 4,495,071.669   514,413.750   MT  0.99960256   +0 06 39.2
 LH1279
 LH1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1279!SPC NE       -   0.99990057  x   0.99978078  =   0.99968137
 LH1279!UTM  14      -   0.99990057  x   0.99960256  =   0.99950317
 LH1279
 LH1279                          SUPERSEDED SURVEY CONTROL
 LH1279
 LH1279  NAD 83(1986)-  40 36 22.80397(N)    098 49 46.64907(W) AD(       ) 1
 LH1279  NAD 27      -  40 36 22.75300(N)    098 49 45.37300(W) AD(       ) 1
 LH1279  NGVD 29 (07/19/86)  658.5    (m)         2160.     (f) VERT ANG       
 LH1279
 LH1279.Superseded values are not recommended for survey control.
 LH1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1279.See file dsdata.txt to determine how the superseded data were derived.
 LH1279
 LH1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1441495072(NAD 83)
 LH1279_MARKER: V = STONE MONUMENT
 LH1279_SETTING: 0 = UNSPECIFIED SETTING
 LH1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1279
 LH1279  HISTORY     - Date     Condition        Report By
 LH1279  HISTORY     - 1899     MONUMENTED       CGS
 LH1279  HISTORY     - 1934     MARK NOT FOUND   NEGS
 LH1279
 LH1279                          STATION DESCRIPTION
 LH1279
 LH1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 LH1279'IS IN SEC. 6, T. 8 N., R. 13 W., ABOUT 2.5 MILES SOUTH AND 1
 LH1279'MILE EAST OF LOWELL, AND ABOUT 2.5 MILES NORTH AND 2 MILES WEST
 LH1279'OF HARTWELL, ON THE HIGHEST POINT OF THE MOST PROMINENT SAND
 LH1279'HILL OF THE RANGE SOUTH OF LOWELL.  THE HILL ON WHICH THE STATION
 LH1279'STANDS HAS A SECOND SUMMIT TO THE WESTWARD OF THE STATION
 LH1279'WHICH IS NEARLY AS HIGH AS THE STATION.  SURFACE MARK IS A
 LH1279'MARBLE POST 8 INCHES SQUARE AND ABOUT 2-1/2 LONG, PLACED WITH
 LH1279'ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO V-SHAPED GROOVES
 LH1279'AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS TOP.
 LH1279'UNDERGROUND MARK IS A STONE MILK CROCK BURIED BOTTOM
 LH1279'UPWARD ABOUT 3 FEET BELOW THE SURFACE AND MARKED WITH A
 LH1279'SMALL DRILL HOLE AND SOMETIMES ALSO WITH A CROSS.
 LH1279
 LH1279                          STATION RECOVERY (1934)
 LH1279
 LH1279'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1279'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE TOP OF THE
 LH1279'HILL HAD BEEN BLOWN AWAY, AND A BLOWOUT 70 FEET WIDE AT TOP
 LH1279'AND 25 FEET DEEP, EXTENDED THE LENGTH OF THE HILL, A CAREFUL
 LH1279'SEARCH OF WHAT REMAINED OF THE TOP OF THE HILL REVEALED NO
 LH1279'TRACE OF THE STATION.  A SMALL PIECE OF GREY OR WHITE CROCK,
 LH1279'ABOUT 2 INCHES SQUARE FOUND AT THE SOUTH EDGE OF HOLE SEEMED TO
 LH1279'BE PART OF THE CROCK REFERRED TO IN THE ORIGINAL DESCRIPTION.
 LH1279'A TALK WITH ROY C. FANKELL, A GRANDSON OF EMIL JOHNSON WHO
 LH1279'LIVED ON THIS LAND AT THE TIME THE STATION WAS PLACED THERE,
 LH1279'DISCLOSED THAT THIS BLOWOUT IS ON THE SITE OF THE STATION
 LH1279'AND THAT HIS GRANDFATHER HAD TOLD HIM ALL TRACES OF STATION HAD
 LH1279'DISAPPEARED A NUMBER OF YEARS AGO.  THE SOIL AT THIS
 LH1279'SPOT IS VERY FINE SAND AND BLOWS AND DRIFTS BADLY.  THE
 LH1279'STATION WAS LOST ABOUT 15 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1281 ***********************************************************************
 LH1281  DESIGNATION -  LOWELL 2
 LH1281  PID         -  LH1281
 LH1281  STATE/COUNTY-  NE/KEARNEY
 LH1281  USGS QUAD   -  HEARTWELL (1969)
 LH1281
 LH1281                         *CURRENT SURVEY CONTROL
 LH1281  ___________________________________________________________________
 LH1281* NAD 83(1995)-  40 36 10.96841(N)    098 50 13.94167(W)     ADJUSTED  
 LH1281* NAVD 88     -       659.     (meters)    2162.     (feet)  SCALED    
 LH1281  ___________________________________________________________________
 LH1281  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 LH1281  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 LH1281
 LH1281  HORZ ORDER  -  SECOND
 LH1281
 LH1281.The horizontal coordinates were established by classical geodetic methods
 LH1281.and adjusted by the National Geodetic Survey in August 1997..
 LH1281
 LH1281.The orthometric height was scaled from a topographic map.
 LH1281
 LH1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1281
 LH1281.The geoid height was determined by GEOID03.
 LH1281
 LH1281;                    North         East     Units Scale Factor Converg.
 LH1281;SPC NE       -    86,122.544   598,392.013   MT  0.99978167   +0 46 14.1
 LH1281;UTM  14      - 4,494,705.744   513,773.036   MT  0.99960233   +0 06 21.4
 LH1281
 LH1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1281!SPC NE       -   0.99990049  x   0.99978167  =   0.99968218
 LH1281!UTM  14      -   0.99990049  x   0.99960233  =   0.99950286
 LH1281
 LH1281|---------------------------------------------------------------------|
 LH1281| PID    Reference Object                     Distance      Geod. Az  |
 LH1281|                                                           dddmmss.s |
 LH1281| CN9914 LOWELL 2 RM 1                        22.788 METERS 01223     |
 LH1281| LH1247 SHELTON MUNICIPAL TANK              APPROX.21.3 KM 0241644.6 |
 LH1281| CN9913 LOWELL 2 AZ MK                                     1880401.4 |
 LH1281| LH1280 D 5 10                               11.571 METERS 25926     |
 LH1281| LH1314 KEARNEY BOYS TRAIN SCH SPIPE        APPROX.26.8 KM 2951542.4 |
 LH1281| LH1276 GIBBON MUNICIPAL TANK               APPROX.16.1 KM 3573351.6 |
 LH1281|---------------------------------------------------------------------|
 LH1281
 LH1281                          SUPERSEDED SURVEY CONTROL
 LH1281
 LH1281  NAD 83(1986)-  40 36 10.97564(N)    098 50 13.94186(W) AD(       ) 2
 LH1281  NAD 27      -  40 36 10.92200(N)    098 50 12.66400(W) AD(       ) 2
 LH1281
 LH1281.Superseded values are not recommended for survey control.
 LH1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1281.See file dsdata.txt to determine how the superseded data were derived.
 LH1281
 LH1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1377394706(NAD 83)
 LH1281_MARKER: DS = TRIANGULATION STATION DISK
 LH1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1281_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1281
 LH1281  HISTORY     - Date     Condition        Report By
 LH1281  HISTORY     - 1950     MONUMENTED       CGS
 LH1281  HISTORY     - 1959     GOOD             CGS
 LH1281
 LH1281                          STATION DESCRIPTION
 LH1281
 LH1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1281'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF THE
 LH1281'SMALL VILLAGE OF LOWELL, 3 MILES NORTHWEST OF HEARTWELL AND
 LH1281'1/2 MILE WEST-NORTHWEST OF THE HEGARTY BROS. FARM HOME IN THE
 LH1281'SOUTHWEST CORNER OF PASTURE LAND.  IT IS ON THE HIGHEST PART OF
 LH1281'HILL AND 52 PACES EAST OF THE NORTH AND SOUTH SECTION LINE
 LH1281'FENCE.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE
 LH1281'GROUND AND THE DISK IS STAMPED LOWELL 2 1950.
 LH1281'
 LH1281'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE HILL.
 LH1281'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LOWELL 2
 LH1281'NO 1 1950.
 LH1281'
 LH1281'D 5-10 (NEBR. GEOD. S.) IS WEST OF THE STATION.  THE MARK IS A
 LH1281'USC AND GS AND STATE SURVEY BENCH MARK SET IN A 6 X 6 INCH SQUARE
 LH1281'CONCRETE POST WHICH PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LH1281'D 5-10.  THIS MARK WAS USED AS R.M. NO. 2.
 LH1281'
 LH1281'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LOWELL
 LH1281'2 TO D 5-10.  THE DISTANCE IS AS SHOWN ABOVE.
 LH1281'
 LH1281'AZIMUTH MARK IS 3 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 LH1281'EAST OF THE NORTH AND SOUTH SECTION LINE FENCE.  THE MARK PROJECTS
 LH1281'6 INCHES AND THE DISK IS STAMPED LOWELL 2 1950.
 LH1281'
 LH1281'TO REACH THE STATION FROM THE CROSSROADS IN THE SMALL VILLAGE
 LH1281'OF LOWELL, GO EAST 0.5 MILE TO A T-INTERSECTION, TURN RIGHT
 LH1281'(SOUTH) 0.5 MILE TO CROSSROADS.  HERE CONTINUE SOUTH ON A
 LH1281'TRACK ROAD FOR 2.65 MILES TO THE STATION ON THE LEFT.
 LH1281'
 LH1281'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.15 MILE TO
 LH1281'THE MARK ON THE LEFT IN THE SECTION LINE FENCE.
 LH1281'
 LH1281'A 74 FT. SIGNAL AT THAUT, COLLEGE, BASE, VALLEY 2, CAMERON 2,
 LH1281'NAZZISE AND PROSSER 1898 IS V.G.
 LH1281'
 LH1281'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1281
 LH1281                          STATION RECOVERY (1959)
 LH1281
 LH1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1281'STATION IS LOCATED IN THE SW 1/4 SEC 6, T 7 N, R 13 W. EATON
 LH1281'TOWNSHIP.
 LH1281'
 LH1281'STATION WAS RECOVERED AS DESCRIBED IN 1950 AND ALL MARKS ARE IN
 LH1281'GOOD CONDITION.
 LH1281'
 LH1281'1959 OBSERVATIONS TAKEN FROM A 4 FT. STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2169 ***********************************************************************
 MK2169  CBN         -  This is a Cooperative Base Network Control Station.
 MK2169  PACS        -  This is a Primary Airport Control Station.
 MK2169  DESIGNATION -  LUDI
 MK2169  PID         -  MK2169
 MK2169  STATE/COUNTY-  NE/SAUNDERS
 MK2169  USGS QUAD   -  WAHOO EAST (1983)
 MK2169
 MK2169                         *CURRENT SURVEY CONTROL
 MK2169  ___________________________________________________________________
 MK2169* NAD 83(1995)-  41 14 10.18854(N)    096 35 54.42062(W)     ADJUSTED  
 MK2169* NAVD 88     -       372.35   (meters)    1221.6    (feet)  RESET     
 MK2169  ___________________________________________________________________
 MK2169  X           -    -551,983.395 (meters)                     COMP
 MK2169  Y           -  -4,771,783.575 (meters)                     COMP
 MK2169  Z           -   4,182,409.415 (meters)                     COMP
 MK2169  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 MK2169  ELLIP HEIGHT-         345.36  (meters)          (07/10/01) GPS OBS
 MK2169  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 MK2169
 MK2169  HORZ ORDER  -  B
 MK2169  VERT ORDER  -  THIRD
 MK2169  ELLP ORDER  -  FOURTH    CLASS I
 MK2169
 MK2169.This mark is at Wahoo Municipal Airport (AHQ)
 MK2169
 MK2169.The horizontal coordinates were established by GPS observations
 MK2169.and adjusted by the National Geodetic Survey in June 1996..
 MK2169
 MK2169.The orthometric height was computed from unverified reset data.
 MK2169.WARNING-GPS observations at this control monument resulted in a GPS
 MK2169.derived orthometric height which differed from the leveled height by
 MK2169.more than one decimeter (0.1 meter).
 MK2169
 MK2169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2169
 MK2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2169
 MK2169.The ellipsoidal height was determined by GPS observations
 MK2169.and is referenced to NAD 83.
 MK2169
 MK2169.The geoid height was determined by GEOID03.
 MK2169
 MK2169;                    North         East     Units Scale Factor Converg.
 MK2169;SPC NE       -   161,357.083   784,998.320   MT  0.99966961   +2 15 15.1
 MK2169;UTM  14      - 4,567,755.141   701,259.212   MT  1.00009853   +1 35 00.8
 MK2169
 MK2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2169!SPC NE       -   0.99994583  x   0.99966961  =   0.99961546
 MK2169!UTM  14      -   0.99994583  x   1.00009853  =   1.00004436
 MK2169
 MK2169|---------------------------------------------------------------------|
 MK2169| PID    Reference Object                     Distance      Geod. Az  |
 MK2169|                                                           dddmmss.s |
 MK2169| MK1004 Y 297                               159.358 METERS 19746     |
 MK2169|---------------------------------------------------------------------|
 MK2169
 MK2169                          SUPERSEDED SURVEY CONTROL
 MK2169
 MK2169  ELLIP H (06/25/96)  345.42   (m)                       GP(       ) 1 1
 MK2169  NAD 83(1986)-  41 14 10.19904(N)    096 35 54.42583(W) AD(       ) 1
 MK2169  NAVD 88 (09/17/98)  372.35   (m)         1221.6    (f) LEVELING    3  
 MK2169  NGVD 29 (02/23/90)  372.2    (m)         1221.     (f) GPS OBS        
 MK2169
 MK2169.Superseded values are not recommended for survey control.
 MK2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2169.See file dsdata.txt to determine how the superseded data were derived.
 MK2169
 MK2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0125967755(NAD 83)
 MK2169_MARKER: I = METAL ROD
 MK2169_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2169_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MK2169_STAMPING: LUDI 1989
 MK2169_MARK LOGO: NGS   
 MK2169_PROJECTION: FLUSH
 MK2169_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2169+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 MK2169_ROD/PIPE-DEPTH: 11.6 meters
 MK2169_SLEEVE-DEPTH  : 0.9 meters
 MK2169
 MK2169  HISTORY     - Date     Condition        Report By
 MK2169  HISTORY     - 1989     MONUMENTED       NGS
 MK2169  HISTORY     - 19950531 GOOD             NGS
 MK2169  HISTORY     - 19970805 POOR             NGS
 MK2169  HISTORY     - 20000613 GOOD             NEDR
 MK2169
 MK2169                          STATION DESCRIPTION
 MK2169
 MK2169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2169'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF WAHOO, 0.25
 MK2169'KM (0.15 MI) NORTH OF US HIGHWAY 77 AND STATE ROUTE 92, AT THE WAHOO
 MK2169'MUNICIPAL AIRPORT.  OWNERSHIP--WAHOO AIRPORT AUTHORITY, P.O. BOX 122,
 MK2169'WAHOO, NE 68066.  AIRPORT MANAGER IS JIM POLLOCK, TELEPHONE
 MK2169'402-443-9932.
 MK2169'TO REACH THE STATION FROM THE COURTHOUSE IN WAHOO, GO NORTH ON US
 MK2169'HIGHWAY 77 AND STATE ROUTE 92 FOR 4.0 KM (2.50 MI) TO THE
 MK2169'Y-INTERSECTION WITH STATE ROUTE 109.  BEAR LEFT AND GO NORTH ON STATE
 MK2169'ROUTE 109 FOR .32 KM (0.20 MI) TO THE JUNCTION WITH OLD HIGHWAY 77.
 MK2169'TURN RIGHT AND GO EAST ON OLD HIGHWAY 77 FOR .40 KM (0.25 MI) TO A
 MK2169'GRAVEL ROAD AND AIRPORT ENTRANCE LEFT.  TURN LEFT AND GO NORTH ON THE
 MK2169'GRAVEL ROAD FOR .64 KM (0.40 MI) TO THE ROAD END AT A GATE.  PASS
 MK2169'THROUGH THE GATE THEN TURN RIGHT AND GO SOUTHWEST ALONG A CONCRETE
 MK2169'TAXIWAY FOR 0.32 KM (0.20 MI) TO A TURN IN THE TAXIWAY AND THE STATION
 MK2169'ON THE LEFT.
 MK2169'THE STATION MARK IS SET 55.0 M (180.4 FT) SOUTH-SOUTHWEST OF THE
 MK2169'CENTERLINE OF THE TAXIWAY APPROACH TO RUNWAY END 02, 33 M (108.3 FT)
 MK2169'SOUTHEAST OF THE SOUTHEAST CORNER OF A TAN HANGAR, AND 1.6 M (5.2 FT)
 MK2169'EAST OF THE TAXIWAY CORNER.
 MK2169'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 MK2169'DESCRIBED BY R.D.BALL.
 MK2169
 MK2169                          STATION RECOVERY (1995)
 MK2169
 MK2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2169'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) SOUTH-SOUTHWEST OF
 MK2169'FREMONT, 1.9 MI (3.1 KM) NORTHEAST OF WAHOO AND AT THE WAHOO MUNICIPAL
 MK2169'AIRPORT.  OWNERSHIP--WAHOO AIRPORT AUTHORITY, BOX 122, WAHOO NE 68066.
 MK2169'THE FIXED BASE OPERATOR IS JIM POLLOCK, PHONE 402-443-3803.  TO REACH
 MK2169'THE STATION FROM THE COURTHOUSE IN WAHOO, GO NORTH ON U.S. HIGHWAY
 MK2169'77/STATE HIGHWAY 92 FOR 2.2 MI (3.5 KM) TO A Y-INTERSECTION (U.S.
 MK2169'HIGHWAY 77/STATE HIGHWAY 92 TO THE RIGHT), CONTINUE AHEAD AND GO NORTH
 MK2169'ON STATE HIGHWAY 109 FOR 0.2 MI (0.3 KM) TO AN INTERSECTION, TURN
 MK2169'RIGHT AND GO EAST ON OLD U.S. HIGHWAY 77 FOR 0.2 MI (0.3 KM) TO A
 MK2169'GRAVEL ROAD LEFT, TURN LEFT AND GO NORTHERLY ON THE AIRPORT ENTRANCE
 MK2169'ROAD FOR 0.4 MI (0.6 KM) TO THE ROAD END AT THE NORTH GATE, PASS
 MK2169'THROUGH GATE, TURN RIGHT AND GO SOUTHEAST ON THE APRON, THEN A
 MK2169'PARALLEL TAXIWAY FOR 0.2 MI (0.3 KM) TO A CONNECTOR TAXIWAY LEFT AND
 MK2169'THE STATION JUST AHEAD ON THE LEFT, NEAR THE SOUTHEAST CORNER OF THE
 MK2169'TAXIWAY APPROACH.  THE STATION IS 263.4 FT (80.3 M) NORTH-NORTHEAST OF
 MK2169'THE SOUTH GATE, 180.0 FT (54.9 M) SOUTHEAST OF THE CONNECTOR TAXIWAY
 MK2169'CENTER, 98.1 FT (29.9 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A TAN
 MK2169'HANGAR AND 5.2 FT (1.6 M) EAST OF THE SOUTHEAST CORNER OF THE TAXIWAY
 MK2169'APPROACH.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 MK2169'PRIMARY AIRPORT CONTROL STATION.
 MK2169
 MK2169                          STATION RECOVERY (1997)
 MK2169
 MK2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MK2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 05AUG1997 (WCW) .  RECOVERED
 MK2169'AS DESCRIBED WITH UPDATED DESCRIPTION AS FOLLOWS.  THE STATION IS
 MK2169'LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST FROM WAHOO AT THE WAHOO
 MK2169'MUNICIPAL AIRPORT, AT THE SOUTHWEST CORNER OF THE AIRPORT AT THE
 MK2169'SOUTHERLY END OF THE PARALLEL TAXIWAY.  OWNERSHIP--WAHOO AIRPORT
 MK2169'AUTHORITY, BOX 122, WAHOO NE 68066.  AIRPORT MANAGER IS GAYLEN MALY,
 MK2169'PHONE (402) 443-8523.  FIXED BASED OPERATOR IS JIM POLLOCK PHONE (402)
 MK2169'443-3803.  AIRPORT PHONE (402) 443-9932.  TO REACH THE STATION FROM
 MK2169'THE CROSSROAD JUNCTION OF COMBINED US HIGHWAY 77 AND STATE HIGHWAY 92
 MK2169'(SOUTH AND WEST BOUND LANES) WITH STATE HIGHWAY 109 WHICH IS 2.4 MI
 MK2169'(3.9 KM) NORTH ALONG THE COMBINED HIGHWAYS FROM THE WAHOO COURTHOUSE,
 MK2169'GO EAST FOR 0.2 MI (0.3 KM) TO A GRAVEL ROAD ON LEFT.  TURN LEFT AND
 MK2169'GO NORTHERLY THEN EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.6 KM (0.35
 MK2169'MI) TO A GATE.  PASS THROUGH THE GATE THEN TURN RIGHT AND GO SOUTHEAST
 MK2169'ALONG A PARALLEL TAXIWAY FOR 0.3 KM (0.20 MI) TO THE END OF THE
 MK2169'PARALLEL TAXIWAY AND THE STATION ON LEFT.  THE MARK IS A PUNCH MARK ON
 MK2169'TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A RECORD
 MK2169'LENGTH OF 11.6 M (38.1 FT) IN A 2.5 CM (1 IN) GREASE FILLED UNFINNED
 MK2169'PLASTIC SLEEVE 0.9 M (3.0 FT) LONG ENCASED IN A 12.5 CM (5 IN) DIA PVC
 MK2169'PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP IS FLUSH
 MK2169'WITH THE GROUND.  THE MARK BEARS AGAINST THE LOGO CAP AND PREVENTS
 MK2169'CLOSURE.  THE STATION IS LOCATED 80.3 M (263.5 FT) NORTH-NORTHEAST
 MK2169'FROM A GATE IN THE PERIMETER FENCE, 54.9 M (180.1 FT) SOUTH-SOUTHWEST
 MK2169'FROM THE SOUTHERNMOST CONNECTOR TAXIWAY CENTER, 29.9 M (98.1 FT)
 MK2169'SOUTHEAST FROM THE SOUTHEAST CORNER OF A TAN HANGER WITH ARCHED ROOF,
 MK2169'AND 1.6 M (5.2 FT) EAST FROM THE SOUTHEAST CORNER OF THE CONCRETE
 MK2169'PARALLEL TAXIWAY.  THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT
 MK2169'CONTROL STATION.
 MK2169
 MK2169                          STATION RECOVERY (2000)
 MK2169
 MK2169'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2169'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2170 ***********************************************************************
 MK2170  SACS        -  This is a Secondary Airport Control Station.
 MK2170  DESIGNATION -  LUDI AZ MK
 MK2170  PID         -  MK2170
 MK2170  STATE/COUNTY-  NE/SAUNDERS
 MK2170  USGS QUAD   -  WAHOO EAST (1983)
 MK2170
 MK2170                         *CURRENT SURVEY CONTROL
 MK2170  ___________________________________________________________________
 MK2170* NAD 83(1995)-  41 14 08.39547(N)    096 35 29.96545(W)     ADJUSTED  
 MK2170* NAVD 88     -       371.62   (meters)    1219.2    (feet)  GPS OBS   
 MK2170  ___________________________________________________________________
 MK2170  X           -    -551,421.760 (meters)                     COMP
 MK2170  Y           -  -4,771,884.655 (meters)                     COMP
 MK2170  Z           -   4,182,367.327 (meters)                     COMP
 MK2170  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 MK2170  ELLIP HEIGHT-         344.62  (meters)          (01/09/02) GPS OBS
 MK2170  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 MK2170
 MK2170  HORZ ORDER  -  FIRST
 MK2170  ELLP ORDER  -  FOURTH    CLASS I
 MK2170
 MK2170.This mark is at Wahoo Municipal Airport (AHQ)
 MK2170
 MK2170.The horizontal coordinates were established by GPS observations
 MK2170.and adjusted by the National Geodetic Survey in September 1998..
 MK2170
 MK2170.The orthometric height was determined by GPS observations and a
 MK2170.high-resolution geoid model.
 MK2170
 MK2170.GPS derived orthometric heights for airport stations designated as
 MK2170.PACS or SACS are published to 2 decimal places.  This maintains
 MK2170.centimeter relative accuracy between the PACS and SACS.  It does
 MK2170.not indicate centimeter accuracy relative to other marks which are
 MK2170.part of the NAVD 88 network.
 MK2170
 MK2170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2170
 MK2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2170
 MK2170.The ellipsoidal height was determined by GPS observations
 MK2170.and is referenced to NAD 83.
 MK2170
 MK2170.The geoid height was determined by GEOID03.
 MK2170
 MK2170;                    North         East     Units Scale Factor Converg.
 MK2170;SPC NE       -   161,324.244   785,569.364   MT  0.99966965   +2 15 31.3
 MK2170;UTM  14      - 4,567,715.602   701,830.078   MT  1.00010136   +1 35 16.8
 MK2170
 MK2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2170!SPC NE       -   0.99994595  x   0.99966965  =   0.99961562
 MK2170!UTM  14      -   0.99994595  x   1.00010136  =   1.00004730
 MK2170
 MK2170                          SUPERSEDED SURVEY CONTROL
 MK2170
 MK2170  ELLIP H (09/17/98)  344.68   (m)                       GP(       ) 4 1
 MK2170  NAD 83(1995)-  41 14 08.39533(N)    096 35 29.96562(W) AD(       ) 3
 MK2170  ELLIP H (08/18/97)  344.68   (m)                       GP(       ) 4 1
 MK2170  NAD 83(1986)-  41 14 08.40579(N)    096 35 29.97086(W) AD(       ) 3
 MK2170  NGVD 29 (02/23/90)  371.5    (m)         1219.     (f) GPS OBS        
 MK2170
 MK2170.Superseded values are not recommended for survey control.
 MK2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2170.See file dsdata.txt to determine how the superseded data were derived.
 MK2170
 MK2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0183067716(NAD 83)
 MK2170_MARKER: I = METAL ROD
 MK2170_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2170_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MK2170_STAMPING: LUDI AZ MK 1989
 MK2170_MARK LOGO: NGS   
 MK2170_PROJECTION: FLUSH
 MK2170_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MK2170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2170+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 MK2170_ROD/PIPE-DEPTH: 15.3 meters
 MK2170_SLEEVE-DEPTH  : 0.9 meters
 MK2170
 MK2170  HISTORY     - Date     Condition        Report By
 MK2170  HISTORY     - 1989     MONUMENTED       NGS
 MK2170  HISTORY     - 19950531 GOOD             NGS
 MK2170  HISTORY     - 19970805 GOOD             NGS
 MK2170
 MK2170                          STATION DESCRIPTION
 MK2170
 MK2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2170'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF WAHOO, 0.25
 MK2170'KM (0.15 MI) NORTH OF US HIGHWAY 77 AND STATE ROUTE 92, AT THE WAHOO
 MK2170'MUNICIPAL AIRPORT.  OWNERSHIP--WAHOO AIRPORT AUTHORITY, P.O. BOX 122,
 MK2170'WAHOO, NE 68066.  AIRPORT MANAGER IS JIM POLLOCK, TELEPHONE
 MK2170'402-443-9932.
 MK2170'TO REACH THE STATION FROM THE COURTHOUSE IN WAHOO, GO NORTH ON US
 MK2170'HIGHWAY 77 AND STATE ROUTE 92 FOR 4.0 KM (2.50 MI) TO THE
 MK2170'Y-INTERSECTION WITH STATE ROUTE 109.  BEAR LEFT AND GO NORTH ON STATE
 MK2170'ROUTE 109 FOR .32 KM (0.20 MI) TO THE JUNCTION WITH OLD HIGHWAY 77.
 MK2170'TURN RIGHT AND GO EAST ON OLD HIGHWAY 77 FOR .40 KM (0.25 MI) TO A
 MK2170'GRAVEL ROAD AND AIRPORT ENTRANCE LEFT.  TURN LEFT AND GO NORTH ON THE
 MK2170'GRAVEL ROAD FOR .64 KM (0.40 MI) TO THE ROAD END AT A GATE.  PASS
 MK2170'THROUGH THE GATE THEN GO SOUTHEASTERLY ALONG AN APRON THEN TAXIWAY FOR
 MK2170'0.16 KM (0.10 MI) TO THE JUNCTION WITH RUNWAY 02-20.  TURN LEFT AND GO
 MK2170'NORTHEAST ALONG THE RUNWAY FOR 0.16 KM (0.10 MI) TO THE JUNCTION WITH
 MK2170'A TURF RUNWAY.  TURN RIGHT AND GO SOUTHEAST ALONG THE TURF RUNWAY FOR
 MK2170'0.48 KM (0.30 MI) TO THE THE TURF RUNWAY END AND THE STATION ON THE
 MK2170'LEFT AT A PANEL AND THRESHOLD LIGHTS.
 MK2170'THE STATION MARK IS SET 41.0 M (134.5 FT) SOUTHWEST A PERIMETER FENCE,
 MK2170'21.2 M (69.6 FT) NORTHEAST FROM THE CENTER OF THE TURF RUNWAY, 3.4 M
 MK2170'(11.2 FT) WEST OF THE OUTSIDE THRESHOLD LIGHT, AND 2 M (6.6 FT)
 MK2170'NORTHWEST OF THE CENTER LIGHT OF THE 3 THRESHOLD LIGHTS.
 MK2170'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 MK2170'DESCRIBED BY R.D.BALL.
 MK2170
 MK2170                          STATION RECOVERY (1995)
 MK2170
 MK2170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2170'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) SOUTH-SOUTHWEST OF
 MK2170'FREMONT, 1.9 MI (3.1 KM) NORTHEAST OF WAHOO AND AT THE WAHOO MUNICIPAL
 MK2170'AIRPORT.  OWNERSHIP--WAHOO AIRPORT AUTHORITY, BOX 122, WAHOO NE 68066.
 MK2170'AIRPORT MANAGER IS GAYLEN MALY, PHONE (402) 443-4016.  TO REACH THE
 MK2170'STATION FROM THE COURTHOUSE IN WAHOO, GO NORTH ON U.S. HIGHWAY
 MK2170'77/STATE HIGHWAY 92 FOR 2.2 MI (3.5 KM) TO A Y-INTERSECTION (U.S.
 MK2170'HIGHWAY 77/STATE HIGHWAY 92 TO THE RIGHT), CONTINUE AHEAD AND GO NORTH
 MK2170'ON STATE HIGHWAY 109 FOR 0.2 MI (0.3 KM) TO AN INTERSECTION, TURN
 MK2170'RIGHT AND GO EAST ON OLD U.S. HIGHWAY 77 FOR 0.2 MI (0.3 KM) TO A
 MK2170'GRAVEL ROAD LEFT, TURN LEFT AND GO NORTHERLY ON THE AIRPORT ENTRANCE
 MK2170'ROAD FOR 0.4 MI (0.6 KM) TO THE ROAD END AT A GATE, PASS THROUGH GATE,
 MK2170'TURN LEFT AND GO NORTHEAST ON A PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM)
 MK2170'TO A JUNCTION WITH RUNWAY 13/31, TURN RIGHT AND GO SOUTHEAST ON THE
 MK2170'CONCRETE, THEN TURF RUNWAY FOR 0.3 MI (0.5 KM) TO THE RUNWAY THRESHOLD
 MK2170'AND THE STATION ON THE LEFT NEAR THE THRESHOLD LIGHTS.  THE STATION IS
 MK2170'134.5 MI (216.5 KM) SOUTHWEST OF A WITNESS POST SET INTO A FENCE LINE,
 MK2170'74.1 FT (22.6 M) SOUTH-SOUTHEAST OF THE SOUTH END OF A RUNWAY SIDE
 MK2170'MARKER PANEL, 69.6 FT (21.2 M) NORTHEAST FROM THE CENTER OF THE TURF
 MK2170'RUNWAY, 11.2 FT (3.4 M) WEST OF THE OUTSIDE THRESHOLD LIGHT AND 6.6 FT
 MK2170'(2.0 M) NORTHWEST OF THE CENTER OF THREE THRESHOLD LIGHTS.  THIS
 MK2170'STATION TO BE USED AS SACS.
 MK2170
 MK2170                          STATION RECOVERY (1997)
 MK2170
 MK2170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MK2170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 05AUG1997 (WCW) .  RECOVERED
 MK2170'AS DESCRIBED WITH UPDATED DESCRIPTION AS FOLLOWS.  THE STATION IS
 MK2170'LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST FROM WAHOO AT THE WAHOO
 MK2170'MUNICIPAL AIRPORT, AT THE SOUTHEAST CORNER OF THE AIRPORT AND ON TURF
 MK2170'RUNWAY APPROACH 31.  OWNERSHIP--WAHOO AIRPORT AUTHORITY, BOX 122,
 MK2170'WAHOO NE 68066.  AIRPORT MANAGER IS GAYLEN MALY, PHONE (402) 443-8523.
 MK2170'FIXED BASE OPERATOR IS JIM POLLOCK PHONE (402) 443-3803, AIRPORT PHONE
 MK2170'(402) 443-9932.  TO REACH THE STATION FROM THE CROSSROAD JUNCTION OF
 MK2170'COMBINED US HIGHWAY 77 AND STATE HIGHWAY 92 (SOUTH AND WEST BOUND
 MK2170'LANES) WITH STATE HIGHWAY 109 WHICH IS 3.9 KM (2.40 MI) NORTH ALONG
 MK2170'THE COMBINED HIGHWAYS FROM THE WAHOO COURTHOUSE, GO EAST FOR 0.3 KM
 MK2170'(0.20 MI) TO A GRAVEL ROAD ON LEFT.  TURN LEFT AND GO NORTHERLY THEN
 MK2170'EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.6 KM (0.35 MI) TO A GATE.
 MK2170'PASS THROUGH THE GATE THEN TURN LEFT AND GO NORTHEAST ON A PARALLEL
 MK2170'TAXIWAY FOR 0.2 KM (0.10 MI) TO A JUNCTION WITH RUNWAY 13-31.  TURN
 MK2170'RIGHT AND GO SOUTHEAST ON THE CONCRETE THEN TURF RUNWAY CROSSING
 MK2170'RUNWAY 02-20 AT 0.08 KM (0.05 MI) FOR A TOTAL OF 0.55 KM (0.35 MI) TO
 MK2170'THE THRESHOLD LIGHTS AT APPROACH 31 AND THE STATION ON LEFT.  THE MARK
 MK2170'IS A PUNCH MARK ON TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 MK2170'REFUSAL AT A RECORD LENGTH OF 15.3 M (50.2 FT) IN A 2.5 CM (1 IN)
 MK2170'GREASE FILLED UNFINNED PLASTIC SLEEVE 0.9 M (3.0 FT) LONG ENCASED IN A
 MK2170'12.5 CM (5 IN) DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.
 MK2170'THE LOGO CAP IS FLUSH WITH THE GROUND.  THE MARK IS RECESSED 3 CM
 MK2170'BELOW THE TOP OF THE LOGO CAP.  THE STATION IS LOCATED 134.5 FT (41.0
 MK2170'M) SOUTHWEST FROM A PLASTIC NGS WITNESS POST SET IN A BARBED WIRE
 MK2170'FENCE, 22.6 M (74.1 FT) SOUTH-SOUTHEAST FROM THE SOUTH CORNER OF A
 MK2170'RUNWAY SIDE MARKER PANEL, 65.6 FT (20.0 M) NORTHEAST FROM THE TURF
 MK2170'RUNWAY CENTER, 3.4 M (11.2 FT) WEST FROM THE MOST NORTHEASTERLY
 MK2170'THRESHOLD LIGHT, AND 2.0 M (6.6 FT) NORTHWEST FROM THE CENTER OF THREE
 MK2170'THRESHOLD LIGHTS.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 MK2170'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4123 ***********************************************************************
 AB4123  CBN         -  This is a Cooperative Base Network Control Station.
 AB4123  PACS        -  This is a Primary Airport Control Station.
 AB4123  DESIGNATION -  LXN A
 AB4123  PID         -  AB4123
 AB4123  STATE/COUNTY-  NE/DAWSON
 AB4123  USGS QUAD   -  LEXINGTON WEST (1983)
 AB4123
 AB4123                         *CURRENT SURVEY CONTROL
 AB4123  ___________________________________________________________________
 AB4123* NAD 83(1995)-  40 47 51.84334(N)    099 46 55.28979(W)     ADJUSTED  
 AB4123* NAVD 88     -       735.84   (meters)    2414.2    (feet)  GPS OBS   
 AB4123  ___________________________________________________________________
 AB4123  X           -    -821,610.295 (meters)                     COMP
 AB4123  Y           -  -4,765,529.514 (meters)                     COMP
 AB4123  Z           -   4,145,910.213 (meters)                     COMP
 AB4123  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AB4123  ELLIP HEIGHT-         712.10  (meters)          (09/24/01) GPS OBS
 AB4123  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AB4123
 AB4123  HORZ ORDER  -  B
 AB4123  ELLP ORDER  -  FOURTH    CLASS I
 AB4123
 AB4123.This mark is at Jim Kelly Field Airport (LXN)
 AB4123
 AB4123.The horizontal coordinates were established by GPS observations
 AB4123.and adjusted by the National Geodetic Survey in June 1996..
 AB4123
 AB4123.The orthometric height was determined by GPS observations and a
 AB4123.high-resolution geoid model.
 AB4123
 AB4123.GPS derived orthometric heights for airport stations designated as
 AB4123.PACS or SACS are published to 2 decimal places.  This maintains
 AB4123.centimeter relative accuracy between the PACS and SACS.  It does
 AB4123.not indicate centimeter accuracy relative to other marks which are
 AB4123.part of the NAVD 88 network.
 AB4123
 AB4123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4123
 AB4123.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4123
 AB4123.The ellipsoidal height was determined by GPS observations
 AB4123.and is referenced to NAD 83.
 AB4123
 AB4123.The geoid height was determined by GEOID03.
 AB4123
 AB4123;                    North         East     Units Scale Factor Converg.
 AB4123;SPC NE       -   107,098.498   518,390.415   MT  0.99973439   +0 08 40.0
 AB4123;UTM  14      - 4,516,598.216   434,029.555   MT  0.99965357   -0 30 39.6
 AB4123
 AB4123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4123!SPC NE       -   0.99988831  x   0.99973439  =   0.99962273
 AB4123!UTM  14      -   0.99988831  x   0.99965357  =   0.99954192
 AB4123
 AB4123:                Primary Azimuth Mark                     Grid Az
 AB4123:SPC NE       -  LEXPORT AZ MK                            155 48 57.6
 AB4123:UTM  14      -  LEXPORT AZ MK                            156 28 17.2
 AB4123
 AB4123|---------------------------------------------------------------------|
 AB4123| PID    Reference Object                     Distance      Geod. Az  |
 AB4123|                                                           dddmmss.s |
 AB4123| LH0996 LEXPORT AZ MK                       464.758 METERS 1555737.6 |
 AB4123|---------------------------------------------------------------------|
 AB4123
 AB4123                          SUPERSEDED SURVEY CONTROL
 AB4123
 AB4123  ELLIP H (06/25/96)  712.15   (m)                       GP(       ) 1 1
 AB4123
 AB4123.Superseded values are not recommended for survey control.
 AB4123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4123.See file dsdata.txt to determine how the superseded data were derived.
 AB4123
 AB4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3403016598(NAD 83)
 AB4123_MARKER: I = METAL ROD
 AB4123_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4123_STAMPING: LXN A 1995
 AB4123_MARK LOGO: NGS   
 AB4123_PROJECTION: FLUSH
 AB4123_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4123+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1997
 AB4123_ROD/PIPE-DEPTH: 19.1 meters
 AB4123_SLEEVE-DEPTH  : 1 meters
 AB4123
 AB4123  HISTORY     - Date     Condition        Report By
 AB4123  HISTORY     - 1995     MONUMENTED       NGS
 AB4123  HISTORY     - 19970722 GOOD             NGS
 AB4123
 AB4123                          STATION DESCRIPTION
 AB4123
 AB4123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4123'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) EAST-SOUTHEAST OF
 AB4123'CODAZ, 2.0 MI (3.2 KM) WEST-NORTHWEST OF LEXINGTON AT THE
 AB4123'LEXINGTON/JIM KELLY FIELD AND AT THE TURNAROUND AT THE APPROACH END OF
 AB4123'RUNWAY 14.  OWNERSHIP--LEXINGTON AIRPORT AUTHORITY, PO BOX 972,
 AB4123'LEXINGTON NE 68850.  AIRPORT MANAGER IS ALAN NEBEN, PHONE (308)
 AB4123'324-5311.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AB4123'HIGHWAY 80 AND U.S. HIGHWAY 283 (EXIT 237) SOUTH OF LEXINGTON, GO
 AB4123'NORTH ON U.S. HIGHWAY 283 FOR 2.55 MI (4.10 KM) TO THE INTERSECTION OF
 AB4123'6TH STREET (END U.S. HIGHWAY 283), CONTINUE AHEAD AND GO NORTH ON
 AB4123'JACKSON STREET FOR 0.05 MI (0.08 KM) (1 BLOCK) TO AN INTERSECTION,
 AB4123'TURN LEFT AND GO WESTERLY ON 7TH STREET FOR 0.85 MI (1.37 KM) TO A
 AB4123'T-JUNCTION, TURN RIGHT AND GO WESTERLY ON U.S. HIGHWAY 30 FOR 0.65 MI
 AB4123'(1.05 KM) TO AN INTERSECTION, TURN RIGHT AND GO NORTH ON A PAVED ROAD
 AB4123'FOR 0.45 MI (0.72 KM) TO A ROAD LEFT, TURN LEFT AND GO WEST THEN
 AB4123'SOUTHWEST (PASSING SOUTH OF THE AIRPORT OFFICE) ON THE AIRPORT
 AB4123'ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A GATE AND THE APRON AHEAD,
 AB4123'PASS THROUGH GATE, CONTINUE AHEAD AND GO SOUTHWEST ON THE APRON THEN
 AB4123'ON A CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY, TURN RIGHT
 AB4123'AND GO NORTHWEST ON THE RUNWAY FOR 0.8 MI (1.3 KM) TO THE END OF THE
 AB4123'RUNWAY AND A CONNECTOR TAXIWAY RIGHT, TURN RIGHT AND GO NORTHEAST ON
 AB4123'THE TAXIWAY THEN ON A TURNAROUND APRON FOR 0.05 MI (0.08 KM) TO THE
 AB4123'STATION AHEAD AND IN LINE WITH THE THRESHOLD LIGHTS.  THE STATION IS
 AB4123'422.5 FT (128.8 M) NORTHEAST OF THE RUNWAY CENTER, 48.8 FT (14.9 M)
 AB4123'SOUTHEAST OF THE NORTH CORNER OF THE CONCRETE TURNAROUND PAVEMENT,
 AB4123'46.8 FT (14.3 M) NORTH-NORTHWEST OF THE EAST CORNER OF THE CONCRETE
 AB4123'TURNAROUND PAVEMENT, 5.8 FT (1.8 M) SOUTHWEST OF A TAXIWAY LIGHT (68)
 AB4123'AND 4.2 FT (1.3 M) NORTHEAST OF THE NORTHEAST EDGE OF THE TURNAROUND
 AB4123'PAVEMENT.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 AB4123'PRIMARY AIRPORT STATION.
 AB4123
 AB4123                          STATION RECOVERY (1997)
 AB4123
 AB4123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4123'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0990 ***********************************************************************
 MO0990  DESIGNATION -  LYMAN TANK ON TALL STRUCTURE
 MO0990  PID         -  MO0990
 MO0990  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO0990  USGS QUAD   -  LYMAN (1990)
 MO0990
 MO0990                         *CURRENT SURVEY CONTROL
 MO0990  ___________________________________________________________________
 MO0990* NAD 83(1995)-  41 55 13.65108(N)    104 02 05.89323(W)     ADJUSTED  
 MO0990* NAVD 88     -                                                        
 MO0990  ___________________________________________________________________
 MO0990  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 MO0990  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 MO0990
 MO0990  HORZ ORDER  -  THIRD
 MO0990
 MO0990.The horizontal coordinates were established by classical geodetic methods
 MO0990.and adjusted by the National Geodetic Survey in August 1997..
 MO0990
 MO0990
 MO0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0990
 MO0990.The geoid height was determined by GEOID03.
 MO0990
 MO0990;                    North         East     Units Scale Factor Converg.
 MO0990;SPC NE       -   239,532.504   165,510.615   MT  0.99968472   -2 40 26.3
 MO0990;UTM  13      - 4,641,395.152   580,021.328   MT  0.99967879   +0 38 41.2
 MO0990
 MO0990                          SUPERSEDED SURVEY CONTROL
 MO0990
 MO0990  NAD 83(1995)-  41 55 13.65124(N)    104 02 05.89321(W) AD(       ) 4
 MO0990  NAD 83(1986)-  41 55 13.63790(N)    104 02 05.89688(W) AD(       ) 4
 MO0990  NAD 27      -  41 55 13.76400(N)    104 02 04.08000(W) AD(       ) 3
 MO0990
 MO0990.Superseded values are not recommended for survey control.
 MO0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0990.See file dsdata.txt to determine how the superseded data were derived.
 MO0990
 MO0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG8002141395(NAD 83)
 MO0990_MARKER: 51 = TANK
 MO0990
 MO0990  HISTORY     - Date     Condition        Report By
 MO0990  HISTORY     - 1933     FIRST OBSERVED   CGS
 MO0990
 MO0990                          STATION DESCRIPTION
 MO0990
 MO0990'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0989 ***********************************************************************
 MO0989  DESIGNATION -  LYMAN WHITE TOP TANK
 MO0989  PID         -  MO0989
 MO0989  STATE/COUNTY-  NE/SCOTTS BLUFF
 MO0989  USGS QUAD   -  LYMAN (1990)
 MO0989
 MO0989                         *CURRENT SURVEY CONTROL
 MO0989  ___________________________________________________________________
 MO0989* NAD 83(1995)-  41 55 03.96395(N)    104 02 12.97151(W)     ADJUSTED  
 MO0989* NAVD 88     -                                                        
 MO0989  ___________________________________________________________________
 MO0989  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 MO0989  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 MO0989
 MO0989  HORZ ORDER  -  THIRD
 MO0989
 MO0989.The horizontal coordinates were established by classical geodetic methods
 MO0989.and adjusted by the National Geodetic Survey in August 1997..
 MO0989
 MO0989
 MO0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0989
 MO0989.The geoid height was determined by GEOID03.
 MO0989
 MO0989;                    North         East     Units Scale Factor Converg.
 MO0989;SPC NE       -   239,241.653   165,333.796   MT  0.99968438   -2 40 31.0
 MO0989;UTM  13      - 4,641,094.554   579,861.643   MT  0.99967848   +0 38 36.3
 MO0989
 MO0989                          SUPERSEDED SURVEY CONTROL
 MO0989
 MO0989  NAD 83(1995)-  41 55 03.96413(N)    104 02 12.97154(W) AD(       ) 4
 MO0989  NAD 83(1986)-  41 55 03.95212(N)    104 02 12.97832(W) AD(       ) 4
 MO0989  NAD 27      -  41 55 04.07700(N)    104 02 11.15900(W) AD(       ) 3
 MO0989
 MO0989.Superseded values are not recommended for survey control.
 MO0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0989.See file dsdata.txt to determine how the superseded data were derived.
 MO0989
 MO0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7986241095(NAD 83)
 MO0989_MARKER: 51 = TANK
 MO0989
 MO0989  HISTORY     - Date     Condition        Report By
 MO0989  HISTORY     - 1933     FIRST OBSERVED   CGS
 MO0989
 MO0989                          STATION DESCRIPTION
 MO0989
 MO0989'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0625 ***********************************************************************
 NN0625  DESIGNATION -  LYNCH
 NN0625  PID         -  NN0625
 NN0625  STATE/COUNTY-  NE/BOYD
 NN0625  USGS QUAD   -  MARTY (1974)
 NN0625
 NN0625                         *CURRENT SURVEY CONTROL
 NN0625  ___________________________________________________________________
 NN0625* NAD 83(1995)-  42 56 12.51165(N)    098 28 40.20582(W)     ADJUSTED  
 NN0625* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 NN0625  ___________________________________________________________________
 NN0625  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 NN0625  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 NN0625
 NN0625  HORZ ORDER  -  SECOND
 NN0625
 NN0625.The horizontal coordinates were established by classical geodetic methods
 NN0625.and adjusted by the National Geodetic Survey in August 1997..
 NN0625
 NN0625.The orthometric height was scaled from a topographic map.
 NN0625
 NN0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0625
 NN0625.The geoid height was determined by GEOID03.
 NN0625
 NN0625;                    North         East     Units Scale Factor Converg.
 NN0625;SPC NE       -   345,694.956   624,235.984   MT  0.99997162   +1 00 31.4
 NN0625;SPC SD S     -    68,732.972   751,438.023   MT  0.99997711   +1 16 48.1
 NN0625;SPC SD S     -   225,501.43  2,465,342.91   sFT  0.99997711   +1 16 48.1
 NN0625;UTM  14      - 4,753,929.806   542,604.445   MT  0.99962233   +0 21 20.5
 NN0625
 NN0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0625!SPC NE       -   0.99992799  x   0.99997162  =   0.99989961
 NN0625!SPC SD S     -   0.99992799  x   0.99997711  =   0.99990510
 NN0625!UTM  14      -   0.99992799  x   0.99962233  =   0.99955034
 NN0625
 NN0625:                Primary Azimuth Mark                     Grid Az
 NN0625:SPC NE       -  MARTY ST PAULS MISSION PWR STK           032 34 11.6
 NN0625:SPC SD S     -  MARTY ST PAULS MISSION PWR STK           032 17 54.9
 NN0625:UTM  14      -  MARTY ST PAULS MISSION PWR STK           033 13 22.5
 NN0625
 NN0625|---------------------------------------------------------------------|
 NN0625| PID    Reference Object                     Distance      Geod. Az  |
 NN0625|                                                           dddmmss.s |
 NN0625| NN0811 MARTY ST PAULS MISSION PWR STK      APPROX. 7.3 KM 0333443.0 |
 NN0625| NN0813 MARTY ST PAULS CATH CHURCH          APPROX. 7.5 KM 0334439.5 |
 NN0625| NN0812 MARTY ST PAULS MISSION TANK         APPROX. 7.4 KM 0334604.9 |
 NN0625| CO4003 LYNCH AZ MK                                        1781730.1 |
 NN0625| CO4004 LYNCH RM 1                           12.154 METERS 18125     |
 NN0625| CO4005 LYNCH RM 2                            6.167 METERS 22012     |
 NN0625|---------------------------------------------------------------------|
 NN0625
 NN0625                          SUPERSEDED SURVEY CONTROL
 NN0625
 NN0625  NAD 83(1986)-  42 56 12.52178(N)    098 28 40.21169(W) AD(       ) 2
 NN0625  NAD 27      -  42 56 12.53700(N)    098 28 38.92000(W) AD(       ) 2
 NN0625
 NN0625.Superseded values are not recommended for survey control.
 NN0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0625.See file dsdata.txt to determine how the superseded data were derived.
 NN0625
 NN0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4260453930(NAD 83)
 NN0625_MARKER: DS = TRIANGULATION STATION DISK
 NN0625_SETTING: 0 = UNSPECIFIED SETTING
 NN0625
 NN0625  HISTORY     - Date     Condition        Report By
 NN0625  HISTORY     - 1948     MONUMENTED       CGS
 NN0625
 NN0625                          STATION DESCRIPTION
 NN0625
 NN0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0625'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHEAST OF THE TOWN
 NN0625'OF BRISTOW, ON THE NORTHERLY ONE OF TWO PROMINENT SHARP
 NN0625'PEAKS AND ABOUT 1.0 MILE SOUTHWEST OF THE MISSOURI RIVER.
 NN0625'THE MARK IS SET IN A 5 INCH STOVE PIPE FILLED WITH CONCRETE,
 NN0625'PROJECTS 2 INCHES AND THE DISK IS STAMPED LYNCH 1948.
 NN0625'
 NN0625'REFERENCE MARK NO. 1 IS 39.88 FEET SOUTH-SOUTHWEST OF THE
 NN0625'STATION.  THE MARK IS SET IN A 5 INCH STOVE PIPE FILLED WITH
 NN0625'CONCRETE, PROJECTS 2 INCHES AND THE DISK IS STAMPED LYNCH
 NN0625'NO 1 1948.
 NN0625'
 NN0625'REFERENCE MARK NO. 2 IS 20.23 FEET SOUTHWEST OF THE STATION.
 NN0625'THE MARK IS SET IN A 5 INCH STOVE PIPE FILLED WITH CONCRETE,
 NN0625'PROJECTS 4 INCHES AND THE DISK IS STAMPED LYNCH NO 2 1948.
 NN0625'
 NN0625'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION AND 30
 NN0625'FEET WEST OF THE INTERSECTION OF A FORKS IN THE ROAD.  THE
 NN0625'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LYNCH 1948.
 NN0625'
 NN0625'NOTE- THIS STATION REPLACES AN OLD IRON BOLT MARK, IDENTIFICATION
 NN0625'UNKNOWN.
 NN0625'
 NN0625'TO REACH FROM THE POST OFFICE IN BRISTOW, GO NORTH ON GRAVELED
 NN0625'ROAD 5.15 MILES TO A T ROAD RIGHT, TURN RIGHT (EAST) 1.0 MILE
 NN0625'TO A T INTERSECTION, TURN LEFT (NORTH) 0.5 MILE TO A T ROAD
 NN0625'RIGHT, TURN RIGHT (EAST) 1.0 MILE TO A T INTERSECTION, TURN RIGHT
 NN0625'(SOUTH) 0.5 MILE, TURN LEFT (EAST), FOLLOWING MAIN ROAD 3.4 MILES
 NN0625'TO A T ROAD LEFT, TURN LEFT (NORTH) 1.2 MILE TO A FORK (AZIMUTH
 NN0625'MARK ON THE LEFT), KEEP LEFT FORK 0.1 MILE TO A WIRE GATE ON THE
 NN0625'RIGHT, PASS THROUGH GATE AND FOLLOW TRACK ROAD NORTHERLY 0.4 MILE
 NN0625'TO THE END OF TRUCK TRAVEL AT THE EAST BASE OF THE NORTHERLY
 NN0625'ONE OF TWO SHARP PEAKS.
 NN0625'
 NN0625'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0040 ***********************************************************************
 LH0040  DESIGNATION -  M
 LH0040  PID         -  LH0040
 LH0040  STATE/COUNTY-  NE/HALL
 LH0040  USGS QUAD   -  DONIPHAN (1993)
 LH0040
 LH0040                         *CURRENT SURVEY CONTROL
 LH0040  ___________________________________________________________________
 LH0040* NAD 83(1986)-  40 46 22.     (N)    098 22 16.     (W)     SCALED    
 LH0040* NAVD 88     -       592.830  (meters)    1944.98   (feet)  ADJUSTED  
 LH0040  ___________________________________________________________________
 LH0040  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 LH0040  DYNAMIC HT  -         592.510 (meters)    1943.93  (feet)  COMP
 LH0040  MODELED GRAV-     980,066.5   (mgal)                       NAVD 88
 LH0040
 LH0040  VERT ORDER  -  FIRST     CLASS II
 LH0040
 LH0040.The horizontal coordinates were scaled from a topographic map and have
 LH0040.an estimated accuracy of +/- 6 seconds.
 LH0040
 LH0040.The orthometric height was determined by differential leveling
 LH0040.and adjusted by the National Geodetic Survey in June 1991..
 LH0040
 LH0040.The geoid height was determined by GEOID03.
 LH0040
 LH0040.The dynamic height is computed by dividing the NAVD 88
 LH0040.geopotential number by the normal gravity value computed on the
 LH0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0040.degrees latitude (g = 980.6199 gals.).
 LH0040
 LH0040.The modeled gravity was interpolated from observed gravity values.
 LH0040
 LH0040;                    North         East    Units  Estimated Accuracy
 LH0040;SPC NE       -   105,600.      637,470.      MT  (+/- 180 meters Scaled)
 LH0040
 LH0040                          SUPERSEDED SURVEY CONTROL
 LH0040
 LH0040  NGVD 29 (??/??/92)  592.591  (m)         1944.19   (f) ADJ UNCH    1 2
 LH0040
 LH0040.Superseded values are not recommended for survey control.
 LH0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0040.See file dsdata.txt to determine how the superseded data were derived.
 LH0040
 LH0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL530137(NAD 83)
 LH0040_MARKER: Q = CHISELED SQUARE
 LH0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0040_SP_SET: CONCRETE FOUNDATION
 LH0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0040
 LH0040  HISTORY     - Date     Condition        Report By
 LH0040  HISTORY     - UNK      MONUMENTED       CGS
 LH0040  HISTORY     - 1947     GOOD             NGS
 LH0040  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LH0040  HISTORY     - 19910926 MARK NOT FOUND   NGS
 LH0040  HISTORY     - 20010810 MARK NOT FOUND   USPSQD
 LH0040
 LH0040                          STATION DESCRIPTION
 LH0040
 LH0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0040'AT DONIPHAN.
 LH0040'AT DONIPHAN, ON THE TOP OF THE WEST STONE FOUNDATION OF THE
 LH0040'OLD BANK OF DONIPHAN BUILDING, THE BUILDING IS NOW OCCUPIED BY
 LH0040'GEORGE WEAVER TRANSFER CO., 2.6 FEET SOUTH OF THE NORTHWEST
 LH0040'CORNER OF THE BUILDING (MEASURED FROM THE BRICK PORTION OF
 LH0040'THE BUILDING AND NOT THE FOUNDATION), 0.2 OF A FOOT EAST OF
 LH0040'THE WEST FACE OF THE FOUNDATION, THE BOTTOM OF A CHISELED SQUARE
 LH0040'IN THE TOP OF THE FOUNDATION AND 1.3 FEET ABOVE THE SURFACE
 LH0040'OF THE GROUND.  THE FOUNDATION HAS STARTED TO CRUMBLE WITH
 LH0040'AGE AND IT IS DIFFICULT TO ASCERTAIN THE LOCATION OF THE CHISELED
 LH0040'SQUARE AS IT IS NOT VERY WELL DEFINED.
 LH0040
 LH0040                          STATION RECOVERY (1990)
 LH0040
 LH0040'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0040'MARK NOT FOUND.
 LH0040
 LH0040                          STATION RECOVERY (1991)
 LH0040
 LH0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0040'THE BUILDING HAS BEEN DEMOLISHED.  ASSUMED DESTROYED.
 LH0040
 LH0040                          STATION RECOVERY (2001)
 LH0040
 LH0040'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LH0040'THE OLD BANK OF DONIPHAN BUILDING HAS BEEN DEMOLISHED.  THE BUILDING
 LH0040'FOUNDATION NO LONGER EXISTS.  THIS MARK SHOULD BE ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0124 ***********************************************************************
 MN0124  DESIGNATION -  M 10
 MN0124  PID         -  MN0124
 MN0124  STATE/COUNTY-  NE/MORRILL
 MN0124  USGS QUAD   -  COWBOY HILL (1986)
 MN0124
 MN0124                         *CURRENT SURVEY CONTROL
 MN0124  ___________________________________________________________________
 MN0124* NAD 83(1986)-  41 58 14.     (N)    102 58 30.     (W)     SCALED    
 MN0124* NAVD 88     -      1252.591  (meters)    4109.54   (feet)  ADJUSTED  
 MN0124  ___________________________________________________________________
 MN0124  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 MN0124  DYNAMIC HT  -        1251.827 (meters)    4107.04  (feet)  COMP
 MN0124  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 MN0124
 MN0124  VERT ORDER  -  FIRST     CLASS II
 MN0124
 MN0124.The horizontal coordinates were scaled from a topographic map and have
 MN0124.an estimated accuracy of +/- 6 seconds.
 MN0124
 MN0124.The orthometric height was determined by differential leveling
 MN0124.and adjusted by the National Geodetic Survey in June 1991..
 MN0124
 MN0124.The geoid height was determined by GEOID03.
 MN0124
 MN0124.The dynamic height is computed by dividing the NAVD 88
 MN0124.geopotential number by the normal gravity value computed on the
 MN0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0124.degrees latitude (g = 980.6199 gals.).
 MN0124
 MN0124.The modeled gravity was interpolated from observed gravity values.
 MN0124
 MN0124;                    North         East    Units  Estimated Accuracy
 MN0124;SPC NE       -   241,530.      253,530.      MT  (+/- 180 meters Scaled)
 MN0124
 MN0124                          SUPERSEDED SURVEY CONTROL
 MN0124
 MN0124  NGVD 29 (??/??/92) 1251.990  (m)         4107.57   (f) ADJ UNCH    1 2
 MN0124
 MN0124.Superseded values are not recommended for survey control.
 MN0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0124.See file dsdata.txt to determine how the superseded data were derived.
 MN0124
 MN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG677484(NAD 83)
 MN0124_MARKER: DB = BENCH MARK DISK
 MN0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0124_SP_SET: CONCRETE POST
 MN0124_STAMPING: M 10 1933 4107.370
 MN0124_MARK LOGO: CGS   
 MN0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0124+STABILITY: SURFACE MOTION
 MN0124
 MN0124  HISTORY     - Date     Condition        Report By
 MN0124  HISTORY     - 1933     MONUMENTED       CGS
 MN0124  HISTORY     - 1956     GOOD             NGS
 MN0124  HISTORY     - 1985     GOOD             NGS
 MN0124
 MN0124                          STATION DESCRIPTION
 MN0124
 MN0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0124'10.4 MI SW FROM ALLIANCE.
 MN0124'10.4 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0124'RAILROAD FROM THE STATION AT ALLIANCE, 16 POLES SOUTHWEST OF
 MN0124'MILEPOST 10, 66.5 FEET NORTHWEST OF A FENCE, 25 FEET SOUTHEAST
 MN0124'OF THE SOUTHEAST RAIL, 30 FEET SOUTHEAST OF THE CENTER OF A PRIVATE
 MN0124'ROAD CROSSING, 1.5 FEET NORTHEAST OF A WITNESS POST, SET IN
 MN0124'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 MN0124'GROUND, IN THE NORTHWEST 1/4 OF SECTION 14, TOWNSHIP 23
 MN0124'NORTH, RANGE 49 WEST.
 MN0124
 MN0124                          STATION RECOVERY (1985)
 MN0124
 MN0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0124'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0124'THE RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
 MN0124'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0708 ***********************************************************************
 ML0708  DESIGNATION -  M 116
 ML0708  PID         -  ML0708
 ML0708  STATE/COUNTY-  NE/SHERMAN
 ML0708  USGS QUAD   -  ARCADIA SW (1951)
 ML0708
 ML0708                         *CURRENT SURVEY CONTROL
 ML0708  ___________________________________________________________________
 ML0708* NAD 83(1986)-  41 16 42.     (N)    099 11 55.     (W)     SCALED    
 ML0708* NAVD 88     -       690.707  (meters)    2266.09   (feet)  ADJUSTED  
 ML0708  ___________________________________________________________________
 ML0708  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 ML0708  DYNAMIC HT  -         690.347 (meters)    2264.91  (feet)  COMP
 ML0708  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 ML0708
 ML0708  VERT ORDER  -  SECOND    CLASS 0
 ML0708
 ML0708.The horizontal coordinates were scaled from a topographic map and have
 ML0708.an estimated accuracy of +/- 6 seconds.
 ML0708
 ML0708.The orthometric height was determined by differential leveling
 ML0708.and adjusted by the National Geodetic Survey in June 1991..
 ML0708
 ML0708.The geoid height was determined by GEOID03.
 ML0708
 ML0708.The dynamic height is computed by dividing the NAVD 88
 ML0708.geopotential number by the normal gravity value computed on the
 ML0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0708.degrees latitude (g = 980.6199 gals.).
 ML0708
 ML0708.The modeled gravity was interpolated from observed gravity values.
 ML0708
 ML0708;                    North         East    Units  Estimated Accuracy
 ML0708;SPC NE       -   160,740.      567,120.      MT  (+/- 180 meters Scaled)
 ML0708
 ML0708                          SUPERSEDED SURVEY CONTROL
 ML0708
 ML0708  NGVD 29 (??/??/92)  690.463  (m)         2265.29   (f) ADJ UNCH    2 0
 ML0708
 ML0708.Superseded values are not recommended for survey control.
 ML0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0708.See file dsdata.txt to determine how the superseded data were derived.
 ML0708
 ML0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML833696(NAD 83)
 ML0708_MARKER: DB = BENCH MARK DISK
 ML0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0708_STAMPING: M 116 1934
 ML0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0708+STABILITY: SURFACE MOTION
 ML0708
 ML0708  HISTORY     - Date     Condition        Report By
 ML0708  HISTORY     - 1934     MONUMENTED       CGS
 ML0708  HISTORY     - 1951     MARK NOT FOUND   USGS
 ML0708
 ML0708                          STATION DESCRIPTION
 ML0708
 ML0708'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 ML0708'10.1 MI E FROM ANSLEY.
 ML0708'IN SHERMAN COUNTY, 10.1 MILES EAST ALONG STATE HIGHWAY 92 FROM
 ML0708'THE POST OFFICE AT ANSLEY, CUSTER COUNTY, 65 YARDS FROM A
 ML0708'FENCE RUNNING SOUTH, 32 FEET SOUTH OF THE CENTERLINE OF THE
 ML0708'HIGHWAY, AND 3.6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 ML0708'STANDARD DISK, STAMPED M 116 1934 AND SET IN THE TOP OF A
 ML0708'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0080 ***********************************************************************
 ML0080  DESIGNATION -  M 118
 ML0080  PID         -  ML0080
 ML0080  STATE/COUNTY-  NE/GREELEY
 ML0080  USGS QUAD   -  SPALDING SE (1985)
 ML0080
 ML0080                         *CURRENT SURVEY CONTROL
 ML0080  ___________________________________________________________________
 ML0080* NAD 83(1986)-  41 36 33.     (N)    098 22 04.     (W)     SCALED    
 ML0080* NAVD 88     -       597.568  (meters)    1960.52   (feet)  ADJUSTED  
 ML0080  ___________________________________________________________________
 ML0080  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 ML0080  DYNAMIC HT  -         597.282 (meters)    1959.58  (feet)  COMP
 ML0080  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 ML0080
 ML0080  VERT ORDER  -  SECOND    CLASS 0
 ML0080
 ML0080.The horizontal coordinates were scaled from a topographic map and have
 ML0080.an estimated accuracy of +/- 6 seconds.
 ML0080
 ML0080.The orthometric height was determined by differential leveling
 ML0080.and adjusted by the National Geodetic Survey in June 1991..
 ML0080
 ML0080.The geoid height was determined by GEOID03.
 ML0080
 ML0080.The dynamic height is computed by dividing the NAVD 88
 ML0080.geopotential number by the normal gravity value computed on the
 ML0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0080.degrees latitude (g = 980.6199 gals.).
 ML0080
 ML0080.The modeled gravity was interpolated from observed gravity values.
 ML0080
 ML0080;                    North         East    Units  Estimated Accuracy
 ML0080;SPC NE       -   198,450.      636,000.      MT  (+/- 180 meters Scaled)
 ML0080
 ML0080                          SUPERSEDED SURVEY CONTROL
 ML0080
 ML0080  NGVD 29 (??/??/92)  597.328  (m)         1959.73   (f) ADJ UNCH    2 0
 ML0080
 ML0080.Superseded values are not recommended for survey control.
 ML0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0080.See file dsdata.txt to determine how the superseded data were derived.
 ML0080
 ML0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM526065(NAD 83)
 ML0080_MARKER: DB = BENCH MARK DISK
 ML0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0080_STAMPING: M 118-1935
 ML0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0080+STABILITY: SURFACE MOTION
 ML0080
 ML0080  HISTORY     - Date     Condition        Report By
 ML0080  HISTORY     - 1935     MONUMENTED       CGS
 ML0080
 ML0080                          STATION DESCRIPTION
 ML0080
 ML0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0080'5.2 MI S FROM SPALDING.
 ML0080'5.2 MILES SOUTH OF POST OFFICE.  5.6 MI S OF UP RY STA.  ALONG
 ML0080'U.S. HIGHWAY NO. 281 BETWEEN ST. PAUL AND SPALDING, IN OPEN
 ML0080'SPACE BETWEEN TWO HILLS, 32.9 FEET EAST OF THE CENTER LINE OF
 ML0080'HIGHWAY, 5.6 FEET NORTH OF THE NORTH END OF FIELD ENTRANCE, 2.5
 ML0080'FEET BELOW THE LEVEL OF THE TOP OF HIGHWAY, 1.5 FEET EAST OF THE
 ML0080'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0080 ***********************************************************************
 MM0080  DESIGNATION -  M 119
 MM0080  PID         -  MM0080
 MM0080  STATE/COUNTY-  NE/CUSTER
 MM0080  USGS QUAD   -  ODENCRANZE TABLE SOUTH (1972)
 MM0080
 MM0080                         *CURRENT SURVEY CONTROL
 MM0080  ___________________________________________________________________
 MM0080* NAD 83(1986)-  41 05 29.     (N)    100 11 29.     (W)     SCALED    
 MM0080* NAVD 88     -       875.620  (meters)    2872.76   (feet)  ADJUSTED  
 MM0080  ___________________________________________________________________
 MM0080  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 MM0080  DYNAMIC HT  -         875.119 (meters)    2871.12  (feet)  COMP
 MM0080  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 MM0080
 MM0080  VERT ORDER  -  SECOND    CLASS 0
 MM0080
 MM0080.The horizontal coordinates were scaled from a topographic map and have
 MM0080.an estimated accuracy of +/- 6 seconds.
 MM0080
 MM0080.The orthometric height was determined by differential leveling
 MM0080.and adjusted by the National Geodetic Survey in June 1991..
 MM0080
 MM0080.The geoid height was determined by GEOID03.
 MM0080
 MM0080.The dynamic height is computed by dividing the NAVD 88
 MM0080.geopotential number by the normal gravity value computed on the
 MM0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0080.degrees latitude (g = 980.6199 gals.).
 MM0080
 MM0080.The modeled gravity was interpolated from observed gravity values.
 MM0080
 MM0080;                    North         East    Units  Estimated Accuracy
 MM0080;SPC NE       -   139,700.      483,930.      MT  (+/- 180 meters Scaled)
 MM0080
 MM0080                          SUPERSEDED SURVEY CONTROL
 MM0080
 MM0080  NGVD 29 (??/??/92)  875.347  (m)         2871.87   (f) ADJ UNCH    2 0
 MM0080
 MM0080.Superseded values are not recommended for survey control.
 MM0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0080.See file dsdata.txt to determine how the superseded data were derived.
 MM0080
 MM0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL999495(NAD 83)
 MM0080_MARKER: DB = BENCH MARK DISK
 MM0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0080_STAMPING: M 119 1934
 MM0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0080+STABILITY: SURFACE MOTION
 MM0080
 MM0080  HISTORY     - Date     Condition        Report By
 MM0080  HISTORY     - 1934     MONUMENTED       CGS
 MM0080  HISTORY     - 1942     MARK NOT FOUND   NGS
 MM0080  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0080
 MM0080                          STATION DESCRIPTION
 MM0080
 MM0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MM0080'12.2 MI N FROM GOTHENBURG.
 MM0080'IN CUSTER COUNTY, 12.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 MM0080'THE POST OFFICE AT GOTHENBURG, DAWSON COUNTY, AT THE NORTH END
 MM0080'OF A CURVE, ABOUT 2-1/2 POLES SOUTH OF A FARM ENTRANCE, ABOUT
 MM0080'100 FEET NORTH OF A FENCE LEADING WEST, AND 45 FEET WEST OF THE
 MM0080'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 119 1934
 MM0080'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IS IS PROBABLY
 MM0080'COVERED OVER THE SAND.  NOTE-- AREA HAS CHANGED DRASTILLY.
 MM0080
 MM0080                          STATION RECOVERY (1972)
 MM0080
 MM0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0040 ***********************************************************************
 MM0040  DESIGNATION -  M 120
 MM0040  PID         -  MM0040
 MM0040  STATE/COUNTY-  NE/LOGAN
 MM0040  USGS QUAD   -  LOGAN (1972)
 MM0040
 MM0040                         *CURRENT SURVEY CONTROL
 MM0040  ___________________________________________________________________
 MM0040* NAD 83(1986)-  41 29 15.     (N)    100 17 14.     (W)     SCALED    
 MM0040* NAVD 88     -       844.888  (meters)    2771.94   (feet)  ADJUSTED  
 MM0040  ___________________________________________________________________
 MM0040  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 MM0040  DYNAMIC HT  -         844.448 (meters)    2770.49  (feet)  COMP
 MM0040  MODELED GRAV-     980,072.6   (mgal)                       NAVD 88
 MM0040
 MM0040  VERT ORDER  -  SECOND    CLASS 0
 MM0040
 MM0040.The horizontal coordinates were scaled from a topographic map and have
 MM0040.an estimated accuracy of +/- 6 seconds.
 MM0040
 MM0040.The orthometric height was determined by differential leveling
 MM0040.and adjusted by the National Geodetic Survey in June 1991..
 MM0040
 MM0040.The geoid height was determined by GEOID03.
 MM0040
 MM0040.The dynamic height is computed by dividing the NAVD 88
 MM0040.geopotential number by the normal gravity value computed on the
 MM0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0040.degrees latitude (g = 980.6199 gals.).
 MM0040
 MM0040.The modeled gravity was interpolated from observed gravity values.
 MM0040
 MM0040;                    North         East    Units  Estimated Accuracy
 MM0040;SPC NE       -   183,690.      476,020.      MT  (+/- 180 meters Scaled)
 MM0040
 MM0040                          SUPERSEDED SURVEY CONTROL
 MM0040
 MM0040  NGVD 29 (??/??/92)  844.627  (m)         2771.08   (f) ADJ UNCH    2 0
 MM0040
 MM0040.Superseded values are not recommended for survey control.
 MM0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0040.See file dsdata.txt to determine how the superseded data were derived.
 MM0040
 MM0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL925936(NAD 83)
 MM0040_MARKER: DB = BENCH MARK DISK
 MM0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0040_STAMPING: M 120 1934
 MM0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0040+STABILITY: SURFACE MOTION
 MM0040
 MM0040  HISTORY     - Date     Condition        Report By
 MM0040  HISTORY     - 1934     MONUMENTED       CGS
 MM0040  HISTORY     - 1972     GOOD             USGS
 MM0040
 MM0040                          STATION DESCRIPTION
 MM0040
 MM0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0040'6.9 MI NW FROM ARNOLD.
 MM0040'IN LOGAN COUNTY, ABOUT 6.9 MILES NORTHWEST ALONG THE UNION
 MM0040'PACIFIC RAILROAD FROM THE STATION AT ARNOLD, CUSTER COUNTY, ABOUT
 MM0040'2-1/2 POLES SOUTHEAST OF MILEPOST 90, ABOUT 2-1/2 POLES NORTHWEST
 MM0040'OF THE NORTHWEST CORNER OF A TRESTLE, AND 47 FEET NORTHEAST OF THE
 MM0040'NORTHEAST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED M 120
 MM0040'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0040
 MM0040                          STATION RECOVERY (1972)
 MM0040
 MM0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0733 ***********************************************************************
 ML0733  DESIGNATION -  M 122
 ML0733  PID         -  ML0733
 ML0733  STATE/COUNTY-  NE/BUFFALO
 ML0733  USGS QUAD   -  HAZARD (1978)
 ML0733
 ML0733                         *CURRENT SURVEY CONTROL
 ML0733  ___________________________________________________________________
 ML0733* NAD 83(1986)-  41 02 49.     (N)    099 04 29.     (W)     SCALED    
 ML0733* NAVD 88     -       647.290  (meters)    2123.65   (feet)  ADJUSTED  
 ML0733  ___________________________________________________________________
 ML0733  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 ML0733  DYNAMIC HT  -         646.946 (meters)    2122.52  (feet)  COMP
 ML0733  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 ML0733
 ML0733  VERT ORDER  -  SECOND    CLASS 0
 ML0733
 ML0733.The horizontal coordinates were scaled from a topographic map and have
 ML0733.an estimated accuracy of +/- 6 seconds.
 ML0733
 ML0733.The orthometric height was determined by differential leveling
 ML0733.and adjusted by the National Geodetic Survey in June 1991..
 ML0733
 ML0733.The geoid height was determined by GEOID03.
 ML0733
 ML0733.The dynamic height is computed by dividing the NAVD 88
 ML0733.geopotential number by the normal gravity value computed on the
 ML0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0733.degrees latitude (g = 980.6199 gals.).
 ML0733
 ML0733.The modeled gravity was interpolated from observed gravity values.
 ML0733
 ML0733;                    North         East    Units  Estimated Accuracy
 ML0733;SPC NE       -   135,160.      577,770.      MT  (+/- 180 meters Scaled)
 ML0733
 ML0733                          SUPERSEDED SURVEY CONTROL
 ML0733
 ML0733  NGVD 29 (??/??/92)  647.045  (m)         2122.85   (f) ADJ UNCH    2 0
 ML0733
 ML0733.Superseded values are not recommended for survey control.
 ML0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0733.See file dsdata.txt to determine how the superseded data were derived.
 ML0733
 ML0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML937439(NAD 83)
 ML0733_MARKER: DB = BENCH MARK DISK
 ML0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0733_STAMPING: M 122 1935
 ML0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0733+STABILITY: SURFACE MOTION
 ML0733
 ML0733  HISTORY     - Date     Condition        Report By
 ML0733  HISTORY     - 1935     MONUMENTED       CGS
 ML0733  HISTORY     - 1949     GOOD             NGS
 ML0733  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0733
 ML0733                          STATION DESCRIPTION
 ML0733
 ML0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0733'3.4 MI SW FROM SWEETWATER.
 ML0733'0.2 MILE WEST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE AT
 ML0733'SWEETWATER, THENCE 3.2 MILES SOUTHWEST ALONG STATE HIGHWAYS
 ML0733'10 AND 45, 100 YARDS SOUTH OF A VACANT SERVICE STATION, 150
 ML0733'FEET EAST OF THE EXTENDED CENTER LINE OF U.S. HIGHWAY 83, 130
 ML0733'FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE BRIDGE, 41 FEET
 ML0733'SOUTH OF THE CENTER LINE OF STATE HIGHWAYS 10 AND 45, 2.0 FEET
 ML0733'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0733'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 ML0733
 ML0733                          STATION RECOVERY (1995)
 ML0733
 ML0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0733'SEARCHED FOR BUT DID NOT LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0450 ***********************************************************************
 NN0450  DESIGNATION -  M 126 RESET
 NN0450  PID         -  NN0450
 NN0450  STATE/COUNTY-  NE/GARFIELD
 NN0450  USGS QUAD   -  ABBOTT RANCH (1981)
 NN0450
 NN0450                         *CURRENT SURVEY CONTROL
 NN0450  ___________________________________________________________________
 NN0450* NAD 83(1986)-  42 02 11.     (N)    099 04 11.     (W)     SCALED    
 NN0450* NAVD 88     -       702.10   (meters)    2303.5    (feet)  RESET     
 NN0450  ___________________________________________________________________
 NN0450  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 NN0450
 NN0450  VERT ORDER  -  THIRD
 NN0450
 NN0450.The horizontal coordinates were scaled from a topographic map and have
 NN0450.an estimated accuracy of +/- 6 seconds.
 NN0450
 NN0450.The orthometric height was computed from unverified reset data.
 NN0450
 NN0450.The geoid height was determined by GEOID03.
 NN0450
 NN0450;                    North         East    Units  Estimated Accuracy
 NN0450;SPC NE       -   245,010.      577,010.      MT  (+/- 180 meters Scaled)
 NN0450
 NN0450                          SUPERSEDED SURVEY CONTROL
 NN0450
 NN0450  NGVD 29 (??/??/??)  701.85   (m)         2302.7    (f) RESET       3  
 NN0450
 NN0450.Superseded values are not recommended for survey control.
 NN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0450.See file dsdata.txt to determine how the superseded data were derived.
 NN0450
 NN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM942538(NAD 83)
 NN0450_MARKER: DB = BENCH MARK DISK
 NN0450_SETTING: 0 = UNSPECIFIED SETTING
 NN0450_STAMPING: M 126 RESET 1964
 NN0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0450
 NN0450  HISTORY     - Date     Condition        Report By
 NN0450  HISTORY     - 1964     MONUMENTED       CGS
 NN0450
 NN0450                          STATION DESCRIPTION
 NN0450
 NN0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NN0450'20.2 MI NE FROM BURWELL.
 NN0450'0.5 MILE EAST FROM THE COURTHOUSE IN BURWELL, GARFIELD COUNTY,
 NN0450'THENCE NORTH ALONG STATE HIGHWAYS 11 AND 91 FOR 0.2 MILE TO THE
 NN0450'BRIDGE OVER THE LOUP RIVER, THEN 1.1 MILES NORTH AND EAST ALONG
 NN0450'STATE HIGHWAYS 11 AND 91 TO THEIR JUNCTION, THENCE 18.4 MILES
 NN0450'NORTH ALONG STATE HIGHWAY 11 TO THE BENCH MARK ON THE RIGHT,
 NN0450'ABOUT 1/4 MILE SOUTHEAST OF DEWEY LEES RANCH BUILDINGS, 168 FEET
 NN0450'SOUTH OF AN EAST-WEST FENCE, 71 FEET EAST OF THE CENTERLINE OF
 NN0450'NEW STATE HIGHWAY 11, 5 FEET SOUTH OF A POWER POLE, AND 1 FOOT
 NN0450'NORTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 2 INCHES
 NN0450'AND THE DISK IS STAMPED M 126 RESET 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0201 ***********************************************************************
 NN0201  DESIGNATION -  M 127
 NN0201  PID         -  NN0201
 NN0201  STATE/COUNTY-  NE/HOLT
 NN0201  USGS QUAD   -  O'NEILL (1986)
 NN0201
 NN0201                         *CURRENT SURVEY CONTROL
 NN0201  ___________________________________________________________________
 NN0201* NAD 83(1986)-  42 27 33.     (N)    098 41 47.     (W)     SCALED    
 NN0201* NAVD 88     -       606.697  (meters)    1990.47   (feet)  ADJUSTED  
 NN0201  ___________________________________________________________________
 NN0201  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 NN0201  DYNAMIC HT  -         606.465 (meters)    1989.71  (feet)  COMP
 NN0201  MODELED GRAV-     980,219.6   (mgal)                       NAVD 88
 NN0201
 NN0201  VERT ORDER  -  FIRST     CLASS II
 NN0201
 NN0201.The horizontal coordinates were scaled from a topographic map and have
 NN0201.an estimated accuracy of +/- 6 seconds.
 NN0201
 NN0201.The orthometric height was determined by differential leveling
 NN0201.and adjusted by the National Geodetic Survey in June 1991..
 NN0201
 NN0201.The geoid height was determined by GEOID03.
 NN0201
 NN0201.The dynamic height is computed by dividing the NAVD 88
 NN0201.geopotential number by the normal gravity value computed on the
 NN0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0201.degrees latitude (g = 980.6199 gals.).
 NN0201
 NN0201.The modeled gravity was interpolated from observed gravity values.
 NN0201
 NN0201;                    North         East    Units  Estimated Accuracy
 NN0201;SPC NE       -   292,360.      607,200.      MT  (+/- 180 meters Scaled)
 NN0201
 NN0201                          SUPERSEDED SURVEY CONTROL
 NN0201
 NN0201  NGVD 29 (??/??/92)  606.492  (m)         1989.80   (f) ADJ UNCH    1 2
 NN0201
 NN0201.Superseded values are not recommended for survey control.
 NN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0201.See file dsdata.txt to determine how the superseded data were derived.
 NN0201
 NN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN249008(NAD 83)
 NN0201_MARKER: DB = BENCH MARK DISK
 NN0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0201_STAMPING: M 127 1935
 NN0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0201+STABILITY: SURFACE MOTION
 NN0201
 NN0201  HISTORY     - Date     Condition        Report By
 NN0201  HISTORY     - 1935     MONUMENTED       CGS
 NN0201  HISTORY     - 1946     GOOD             NGS
 NN0201
 NN0201                          STATION DESCRIPTION
 NN0201
 NN0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0201'2.5 MI W FROM O NEILL.
 NN0201'2.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0201'THE STATION AT O NEILL, HOLT COUNTY, 14 RAILS EAST OF BRIDGE
 NN0201'302, 62.9 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 45.9
 NN0201'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 2.5 FEET
 NN0201'NORTHEAST OF THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK,
 NN0201'STAMPED M 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1317 ***********************************************************************
 NM1317  DESIGNATION -  M 128
 NM1317  PID         -  NM1317
 NM1317  STATE/COUNTY-  NE/ANTELOPE
 NM1317  USGS QUAD   -  OAKDALE (1963)
 NM1317
 NM1317                         *CURRENT SURVEY CONTROL
 NM1317  ___________________________________________________________________
 NM1317* NAD 83(1986)-  42 04 01.     (N)    097 55 50.     (W)     SCALED    
 NM1317* NAVD 88     -       514.076  (meters)    1686.60   (feet)  ADJUSTED  
 NM1317  ___________________________________________________________________
 NM1317  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 NM1317  DYNAMIC HT  -         513.871 (meters)    1685.93  (feet)  COMP
 NM1317  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 NM1317
 NM1317  VERT ORDER  -  SECOND    CLASS 0
 NM1317
 NM1317.The horizontal coordinates were scaled from a topographic map and have
 NM1317.an estimated accuracy of +/- 6 seconds.
 NM1317
 NM1317.The orthometric height was determined by differential leveling
 NM1317.and adjusted by the National Geodetic Survey in June 1991..
 NM1317
 NM1317.The geoid height was determined by GEOID03.
 NM1317
 NM1317.The dynamic height is computed by dividing the NAVD 88
 NM1317.geopotential number by the normal gravity value computed on the
 NM1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1317.degrees latitude (g = 980.6199 gals.).
 NM1317
 NM1317.The modeled gravity was interpolated from observed gravity values.
 NM1317
 NM1317;                    North         East    Units  Estimated Accuracy
 NM1317;SPC NE       -   250,040.      671,210.      MT  (+/- 180 meters Scaled)
 NM1317
 NM1317                          SUPERSEDED SURVEY CONTROL
 NM1317
 NM1317  NGVD 29 (??/??/92)  513.871  (m)         1685.93   (f) ADJ UNCH    2 0
 NM1317
 NM1317.Superseded values are not recommended for survey control.
 NM1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1317.See file dsdata.txt to determine how the superseded data were derived.
 NM1317
 NM1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM884577(NAD 83)
 NM1317_MARKER: DB = BENCH MARK DISK
 NM1317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1317_SP_SET: CULVERT
 NM1317_STAMPING: M-128-1935
 NM1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1317
 NM1317  HISTORY     - Date     Condition        Report By
 NM1317  HISTORY     - 1935     MONUMENTED       CGS
 NM1317  HISTORY     - 1950     MARK NOT FOUND   NGS
 NM1317
 NM1317                          STATION DESCRIPTION
 NM1317
 NM1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1317'1.8 MI SE FROM OAKDALE.
 NM1317'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN NELIGH AND
 NM1317'TILDEN, 27.2 FEET NORTH OF THE RIGHT OF WAY FENCE, 21.6 FEET
 NM1317'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, A STANDARD MARK SET
 NM1317'HORIZONTALLY IN THE EAST END OF RAILROAD STONE CULVERT NO. 202.
 NM1317
 NM1317                          STATION RECOVERY (1950)
 NM1317
 NM1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 NM1317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0329 ***********************************************************************
 LG0329  DESIGNATION -  M 13
 LG0329  PID         -  LG0329
 LG0329  STATE/COUNTY-  NE/LANCASTER
 LG0329  USGS QUAD   -  DENTON (1972)
 LG0329
 LG0329                         *CURRENT SURVEY CONTROL
 LG0329  ___________________________________________________________________
 LG0329* NAD 83(1986)-  40 41 50.     (N)    096 52 30.     (W)     SCALED    
 LG0329* NAVD 88     -       402.051  (meters)    1319.06   (feet)  ADJUSTED  
 LG0329  ___________________________________________________________________
 LG0329  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 LG0329  DYNAMIC HT  -         401.857 (meters)    1318.43  (feet)  COMP
 LG0329  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 LG0329
 LG0329  VERT ORDER  -  FIRST     CLASS II
 LG0329
 LG0329.The horizontal coordinates were scaled from a topographic map and have
 LG0329.an estimated accuracy of +/- 6 seconds.
 LG0329
 LG0329.The orthometric height was determined by differential leveling
 LG0329.and adjusted by the National Geodetic Survey in June 1991..
 LG0329
 LG0329.The geoid height was determined by GEOID03.
 LG0329
 LG0329.The dynamic height is computed by dividing the NAVD 88
 LG0329.geopotential number by the normal gravity value computed on the
 LG0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0329.degrees latitude (g = 980.6199 gals.).
 LG0329
 LG0329.The modeled gravity was interpolated from observed gravity values.
 LG0329
 LG0329;                    North         East    Units  Estimated Accuracy
 LG0329;SPC NE       -   100,690.      764,000.      MT  (+/- 180 meters Scaled)
 LG0329
 LG0329                          SUPERSEDED SURVEY CONTROL
 LG0329
 LG0329  NGVD 29 (??/??/92)  401.928  (m)         1318.66   (f) ADJ UNCH    1 2
 LG0329
 LG0329.Superseded values are not recommended for survey control.
 LG0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0329.See file dsdata.txt to determine how the superseded data were derived.
 LG0329
 LG0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL795073(NAD 83)
 LG0329_MARKER: DB = BENCH MARK DISK
 LG0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0329_STAMPING: 1318.360 M 13 1933
 LG0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0329+STABILITY: SURFACE MOTION
 LG0329
 LG0329  HISTORY     - Date     Condition        Report By
 LG0329  HISTORY     - 1933     MONUMENTED       CGS
 LG0329  HISTORY     - 1953     GOOD             NGS
 LG0329  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0329
 LG0329                          STATION DESCRIPTION
 LG0329
 LG0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LG0329'3.5 MI SW FROM DENTON.
 LG0329'3.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0329'RAILROAD FROM THE STATION AT DENTON, LANCASTER COUNTY, 22 RAILS
 LG0329'NORTH OF MILEPOST 73, AT AN OLD ROAD CROSSING, 33 FEET NORTH
 LG0329'OF THE CENTERLINE OF THE ROAD, 29 FEET WEST OF THE WEST RAIL, 29
 LG0329'FEET NORTHWEST OF A CROSSING SIGN, AND 4 FEET EAST OF A POLE.  A
 LG0329'STANDARD DISK, STAMPED 1318.360 M 13 1933 AND SET IN THE TOP OF A
 LG0329'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- IT WAS
 LG0329'REPORTED IN JULY 1953 THAT NEW ROAD CONSTRUCTION IS PLANNED IN
 LG0329'THIS AREA AND THE MARK WILL BE ABOUT 100 FEET SOUTH OF THE POINT
 LG0329'WHERE THE NEW ROAD CROSSES THE TRACK.
 LG0329
 LG0329                          STATION RECOVERY (1991)
 LG0329
 LG0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0329'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0351 ***********************************************************************
 NO0351  DESIGNATION -  M 130
 NO0351  PID         -  NO0351
 NO0351  STATE/COUNTY-  NE/CHERRY
 NO0351  USGS QUAD   -  MERRIMAN SW (1990)
 NO0351
 NO0351                         *CURRENT SURVEY CONTROL
 NO0351  ___________________________________________________________________
 NO0351* NAD 83(1986)-  42 50 29.     (N)    101 42 48.     (W)     SCALED    
 NO0351* NAVD 88     -       993.279  (meters)    3258.78   (feet)  ADJUSTED  
 NO0351  ___________________________________________________________________
 NO0351  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 NO0351  DYNAMIC HT  -         992.830 (meters)    3257.31  (feet)  COMP
 NO0351  MODELED GRAV-     980,135.4   (mgal)                       NAVD 88
 NO0351
 NO0351  VERT ORDER  -  SECOND    CLASS 0
 NO0351
 NO0351.The horizontal coordinates were scaled from a topographic map and have
 NO0351.an estimated accuracy of +/- 6 seconds.
 NO0351
 NO0351.The orthometric height was determined by differential leveling
 NO0351.and adjusted by the National Geodetic Survey in June 1991..
 NO0351
 NO0351.The geoid height was determined by GEOID03.
 NO0351
 NO0351.The dynamic height is computed by dividing the NAVD 88
 NO0351.geopotential number by the normal gravity value computed on the
 NO0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0351.degrees latitude (g = 980.6199 gals.).
 NO0351
 NO0351.The modeled gravity was interpolated from observed gravity values.
 NO0351
 NO0351;                    North         East    Units  Estimated Accuracy
 NO0351;SPC NE       -   335,390.      359,950.      MT  (+/- 180 meters Scaled)
 NO0351
 NO0351                          SUPERSEDED SURVEY CONTROL
 NO0351
 NO0351  NGVD 29 (??/??/92)  992.854  (m)         3257.39   (f) ADJ UNCH    2 0
 NO0351
 NO0351.Superseded values are not recommended for survey control.
 NO0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0351.See file dsdata.txt to determine how the superseded data were derived.
 NO0351
 NO0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN782467(NAD 83)
 NO0351_MARKER: DB = BENCH MARK DISK
 NO0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0351_STAMPING: M 130 1934
 NO0351_MARK LOGO: CGS   
 NO0351_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0351+STABILITY: SURFACE MOTION
 NO0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0351+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1999
 NO0351
 NO0351  HISTORY     - Date     Condition        Report By
 NO0351  HISTORY     - 1934     MONUMENTED       CGS
 NO0351  HISTORY     - 1948     GOOD             NGS
 NO0351  HISTORY     - 19990914 GOOD             NEDR
 NO0351
 NO0351                          STATION DESCRIPTION
 NO0351
 NO0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0351'6.2 MI S FROM MERRIMAN.
 NO0351'6.2 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0351'COUNTY, 2.5 MILES NORTH OF NIOBRARA RIVER, 110 YARDS WEST OF A
 NO0351'WINDMILL AND TANK, AND 51 YARDS WEST OF THE CENTERLINE OF THE
 NO0351'HIGHWAY.  A STANDARD DISK, STAMPED M 130 1934 AND SET IN THE
 NO0351'TOP OF A CONCRETE POST.  5.4 MILES SOUTH ALONG STATE HIGHWAY 61 FROM
 NO0351'0.6 MILES WEST FROM MERRIMAN, 2 MILES NORTH OF NIOBRARA RIVER,
 NO0351'IN NORTHEAST 1/4 SEC. 18, T. 33 N., R. 37 W., 279 FEET SOUTHWEST
 NO0351'OF WINDMILL.
 NO0351
 NO0351                          STATION RECOVERY (1999)
 NO0351
 NO0351'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 NO0351'REACH FROM THE WEST JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 61,
 NO0351'AT MERRIMAN, GO SOUTH ON HIGHWAY 61 FOR 5.65 MI (9.09 KM) TO A GATE ON
 NO0351'THE RIGHT AT MP 220.15.  PASS THROUGH THE GATE AND FOLLOW A DIM TRAIL
 NO0351'WEST AND SOUTHWESTERLY FOR 0.5 MI.  (0.8 KM) BEAR LEFT, LEAVING THE
 NO0351'TRAIL AND GO SOUTH FOR 0.1 MI (0.2 KM) TO A UTILITY POLE AND A STOCK
 NO0351'TANK.  CONTINUE SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE MARK IN A 15 FT
 NO0351'(4.6 M) DIAMETER DEPRESSION CAUSED BY CATTLE RUBBING AGAINST THE
 NO0351'MARKER.  IT IS 550 FT (167.6 M) SOUTHWEST OF A STOCK TANK, 9.68 FT
 NO0351'(2.95 M) NORTHEAST OF A WITNESS POST AND IS IN SEC 18, T33N, R37W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0866 ***********************************************************************
 MK0866  DESIGNATION -  M 130
 MK0866  PID         -  MK0866
 MK0866  STATE/COUNTY-  NE/COLFAX
 MK0866  USGS QUAD   -  ROGERS (1968)
 MK0866
 MK0866                         *CURRENT SURVEY CONTROL
 MK0866  ___________________________________________________________________
 MK0866* NAD 83(1986)-  41 27 47.     (N)    096 54 55.     (W)     SCALED    
 MK0866* NAVD 88     -       399.570  (meters)    1310.92   (feet)  ADJUSTED  
 MK0866  ___________________________________________________________________
 MK0866  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 MK0866  DYNAMIC HT  -         399.400 (meters)    1310.36  (feet)  COMP
 MK0866  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 MK0866
 MK0866  VERT ORDER  -  SECOND    CLASS 0
 MK0866
 MK0866.The horizontal coordinates were scaled from a topographic map and have
 MK0866.an estimated accuracy of +/- 6 seconds.
 MK0866
 MK0866.The orthometric height was determined by differential leveling
 MK0866.and adjusted by the National Geodetic Survey in June 1991..
 MK0866
 MK0866.The geoid height was determined by GEOID03.
 MK0866
 MK0866.The dynamic height is computed by dividing the NAVD 88
 MK0866.geopotential number by the normal gravity value computed on the
 MK0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0866.degrees latitude (g = 980.6199 gals.).
 MK0866
 MK0866.The modeled gravity was interpolated from observed gravity values.
 MK0866
 MK0866;                    North         East    Units  Estimated Accuracy
 MK0866;SPC NE       -   185,540.      757,570.      MT  (+/- 180 meters Scaled)
 MK0866
 MK0866                          SUPERSEDED SURVEY CONTROL
 MK0866
 MK0866  NGVD 29 (??/??/92)  399.411  (m)         1310.40   (f) ADJ UNCH    2 0
 MK0866
 MK0866.Superseded values are not recommended for survey control.
 MK0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0866.See file dsdata.txt to determine how the superseded data were derived.
 MK0866
 MK0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL741922(NAD 83)
 MK0866_MARKER: DB = BENCH MARK DISK
 MK0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0866_STAMPING: M 130 1935
 MK0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0866+STABILITY: SURFACE MOTION
 MK0866
 MK0866  HISTORY     - Date     Condition        Report By
 MK0866  HISTORY     - 1935     MONUMENTED       CGS
 MK0866  HISTORY     - 1966     POOR             NGS
 MK0866
 MK0866                          STATION DESCRIPTION
 MK0866
 MK0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0866'IN ROGERS.
 MK0866'IN ROGERS ALONG THE UNION PACIFIC RAILROAD BETWEEN COLUMBUS AND
 MK0866'FREEMONT, NEBRASKA, JUST EAST OF ROGERS DEPOT.  57.0 FEET EAST
 MK0866'OF THE NORTHEAST CORNER OF THE DEPOT, 41.0 FEET NORTH OF NORTH
 MK0866'RAIL OF MAIN TRACK, AND 10.6 FEET SOUTH OF SOUTH RAIL OF SIDE
 MK0866'TRACK.
 MK0866
 MK0866                          STATION RECOVERY (1966)
 MK0866
 MK0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MK0866'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0080 ***********************************************************************
 MK0080  DESIGNATION -  M 131
 MK0080  PID         -  MK0080
 MK0080  STATE/COUNTY-  NE/WASHINGTON
 MK0080  USGS QUAD   -  BLAIR (1983)
 MK0080
 MK0080                         *CURRENT SURVEY CONTROL
 MK0080  ___________________________________________________________________
 MK0080* NAD 83(1986)-  41 31 17.     (N)    096 09 57.     (W)     SCALED    
 MK0080* NAVD 88     -       370.249  (meters)    1214.73   (feet)  ADJUSTED  
 MK0080  ___________________________________________________________________
 MK0080  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 MK0080  DYNAMIC HT  -         370.075 (meters)    1214.15  (feet)  COMP
 MK0080  MODELED GRAV-     980,144.7   (mgal)                       NAVD 88
 MK0080
 MK0080  VERT ORDER  -  SECOND    CLASS 0
 MK0080
 MK0080.The horizontal coordinates were scaled from a topographic map and have
 MK0080.an estimated accuracy of +/- 6 seconds.
 MK0080
 MK0080.The orthometric height was determined by differential leveling
 MK0080.and adjusted by the National Geodetic Survey in June 1991..
 MK0080.WARNING-Repeat measurements at this control monument indicate possible
 MK0080.vertical movement.
 MK0080
 MK0080.The geoid height was determined by GEOID03.
 MK0080
 MK0080.The dynamic height is computed by dividing the NAVD 88
 MK0080.geopotential number by the normal gravity value computed on the
 MK0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0080.degrees latitude (g = 980.6199 gals.).
 MK0080
 MK0080.The modeled gravity was interpolated from observed gravity values.
 MK0080
 MK0080;                    North         East    Units  Estimated Accuracy
 MK0080;SPC NE       -   194,510.      819,820.      MT  (+/- 180 meters Scaled)
 MK0080
 MK0080                          SUPERSEDED SURVEY CONTROL
 MK0080
 MK0080  NGVD 29 (??/??/92)  370.098  (m)         1214.23   (f) ADJ UNCH    2 0
 MK0080
 MK0080.Superseded values are not recommended for survey control.
 MK0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0080.See file dsdata.txt to determine how the superseded data were derived.
 MK0080
 MK0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM364005(NAD 83)
 MK0080_MARKER: DB = BENCH MARK DISK
 MK0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0080_STAMPING: M 131 1935
 MK0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0080+STABILITY: SURFACE MOTION
 MK0080
 MK0080  HISTORY     - Date     Condition        Report By
 MK0080  HISTORY     - 1935     MONUMENTED       CGS
 MK0080  HISTORY     - 1947     GOOD             NGS
 MK0080  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0080
 MK0080                          STATION DESCRIPTION
 MK0080
 MK0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0080'2.9 MI SW FROM BLAIR.
 MK0080'2.9 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0080'FROM THE STATION AT BLAIR, WASHINGTON COUNTY, 8-1/2 RAILS WEST
 MK0080'OF MILEPOST 16, AT A ROAD CROSSING, 49 FEET SOUTHWEST OF THE CENTER
 MK0080'OF THE CROSSING, 42.4 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH
 MK0080'THE TRACK.  A STANDARD DISK, STAMPED M 131 1935 AND SET IN THE TOP
 MK0080'OF A CONCRETE POST.  NOTE-- VERY TALL GRASS.
 MK0080
 MK0080                          STATION RECOVERY (1965)
 MK0080
 MK0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1111 ***********************************************************************
 MK1111  DESIGNATION -  M 132
 MK1111  PID         -  MK1111
 MK1111  STATE/COUNTY-  NE/DODGE
 MK1111  USGS QUAD   -  HOOPER (1966)
 MK1111
 MK1111                         *CURRENT SURVEY CONTROL
 MK1111  ___________________________________________________________________
 MK1111* NAD 83(1986)-  41 36 36.     (N)    096 32 51.     (W)     SCALED    
 MK1111* NAVD 88     -       374.442  (meters)    1228.48   (feet)  ADJUSTED  
 MK1111  ___________________________________________________________________
 MK1111  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 MK1111  DYNAMIC HT  -         374.293 (meters)    1227.99  (feet)  COMP
 MK1111  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 MK1111
 MK1111  VERT ORDER  -  SECOND    CLASS 0
 MK1111
 MK1111.The horizontal coordinates were scaled from a topographic map and have
 MK1111.an estimated accuracy of +/- 6 seconds.
 MK1111
 MK1111.The orthometric height was determined by differential leveling
 MK1111.and adjusted by the National Geodetic Survey in June 1991..
 MK1111
 MK1111.The geoid height was determined by GEOID03.
 MK1111
 MK1111.The dynamic height is computed by dividing the NAVD 88
 MK1111.geopotential number by the normal gravity value computed on the
 MK1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1111.degrees latitude (g = 980.6199 gals.).
 MK1111
 MK1111.The modeled gravity was interpolated from observed gravity values.
 MK1111
 MK1111;                    North         East    Units  Estimated Accuracy
 MK1111;SPC NE       -   203,000.      787,610.      MT  (+/- 180 meters Scaled)
 MK1111
 MK1111                          SUPERSEDED SURVEY CONTROL
 MK1111
 MK1111  NGVD 29 (??/??/92)  374.304  (m)         1228.03   (f) ADJ UNCH    2 0
 MK1111
 MK1111.Superseded values are not recommended for survey control.
 MK1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1111.See file dsdata.txt to determine how the superseded data were derived.
 MK1111
 MK1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM043093(NAD 83)
 MK1111_MARKER: DB = BENCH MARK DISK
 MK1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1111_STAMPING: M 132 1935
 MK1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1111+STABILITY: SURFACE MOTION
 MK1111
 MK1111  HISTORY     - Date     Condition        Report By
 MK1111  HISTORY     - 1935     MONUMENTED       CGS
 MK1111  HISTORY     - 1968     MARK NOT FOUND   NGS
 MK1111  HISTORY     - 1973     MARK NOT FOUND   NGS
 MK1111
 MK1111                          STATION DESCRIPTION
 MK1111
 MK1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MK1111'AT HOOPER.
 MK1111'97 FEET SOUTH AND DIRECTLY ACROSS THE TRACK FROM THE STATION,
 MK1111'89 FEET SOUTHEAST OF A SIGNAL TOWER, AND 75 FEET SOUTH OF THE
 MK1111'SOUTH RAIL OF THE MAIN TRACK.  SET IN THE TOP OF A CONCRETE
 MK1111'POST.  NOTE-- IT IS BELIEVED IT WAS DESTROYED WHEN THE STATION
 MK1111'WAS REMOVED AT HOOPER.
 MK1111
 MK1111                          STATION RECOVERY (1973)
 MK1111
 MK1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MK1111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1176 ***********************************************************************
 MK1176  DESIGNATION -  M 133
 MK1176  PID         -  MK1176
 MK1176  STATE/COUNTY-  NE/COLFAX
 MK1176  USGS QUAD   -  CLARKSON SE (1966)
 MK1176
 MK1176                         *CURRENT SURVEY CONTROL
 MK1176  ___________________________________________________________________
 MK1176* NAD 83(1986)-  41 33 52.     (N)    097 03 33.     (W)     SCALED    
 MK1176* NAVD 88     -       433.183  (meters)    1421.20   (feet)  ADJUSTED  
 MK1176  ___________________________________________________________________
 MK1176  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 MK1176  DYNAMIC HT  -         432.995 (meters)    1420.58  (feet)  COMP
 MK1176  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 MK1176
 MK1176  VERT ORDER  -  SECOND    CLASS 0
 MK1176
 MK1176.The horizontal coordinates were scaled from a topographic map and have
 MK1176.an estimated accuracy of +/- 6 seconds.
 MK1176
 MK1176.The orthometric height was determined by differential leveling
 MK1176.and adjusted by the National Geodetic Survey in June 1991..
 MK1176
 MK1176.The geoid height was determined by GEOID03.
 MK1176
 MK1176.The dynamic height is computed by dividing the NAVD 88
 MK1176.geopotential number by the normal gravity value computed on the
 MK1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1176.degrees latitude (g = 980.6199 gals.).
 MK1176
 MK1176.The modeled gravity was interpolated from observed gravity values.
 MK1176
 MK1176;                    North         East    Units  Estimated Accuracy
 MK1176;SPC NE       -   196,370.      745,170.      MT  (+/- 180 meters Scaled)
 MK1176
 MK1176                          SUPERSEDED SURVEY CONTROL
 MK1176
 MK1176  NGVD 29 (??/??/92)  433.002  (m)         1420.61   (f) ADJ UNCH    2 0
 MK1176
 MK1176.Superseded values are not recommended for survey control.
 MK1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1176.See file dsdata.txt to determine how the superseded data were derived.
 MK1176
 MK1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM618032(NAD 83)
 MK1176_MARKER: DB = BENCH MARK DISK
 MK1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1176_STAMPING: M-133-1935
 MK1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1176+STABILITY: SURFACE MOTION
 MK1176
 MK1176  HISTORY     - Date     Condition        Report By
 MK1176  HISTORY     - 1935     MONUMENTED       CGS
 MK1176  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1176
 MK1176                          STATION DESCRIPTION
 MK1176
 MK1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1176'8.1 MI N FROM SCHUYLER.
 MK1176'ALONG STATE HIGHWAY NO. 15 BETWEEN SCHUYLER AND PILGER, 63 FEET
 MK1176'SOUTH OF WOODEN BRIDGE, SOUTH END, SPANNING IRRIGATION DITCH,
 MK1176'52 FEET WEST OF THE CENTER LINE OF HIGHWAY, 1.5 FEET NORTH OF
 MK1176'FENCE, 3 FEET BELOW THE LEVEL OF THE TOP OF HIGHWAY.
 MK1176
 MK1176                          STATION RECOVERY (1965)
 MK1176
 MK1176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0686 ***********************************************************************
 LG0686  DESIGNATION -  M 135
 LG0686  PID         -  LG0686
 LG0686  STATE/COUNTY-  NE/YORK
 LG0686  USGS QUAD   -  YORK SOUTH (1969)
 LG0686
 LG0686                         *CURRENT SURVEY CONTROL
 LG0686  ___________________________________________________________________
 LG0686* NAD 83(1986)-  40 52 03.     (N)    097 35 31.     (W)     SCALED    
 LG0686* NAVD 88     -       490.572  (meters)    1609.48   (feet)  ADJUSTED  
 LG0686  ___________________________________________________________________
 LG0686  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 LG0686  DYNAMIC HT  -         490.314 (meters)    1608.64  (feet)  COMP
 LG0686  MODELED GRAV-     980,082.2   (mgal)                       NAVD 88
 LG0686
 LG0686  VERT ORDER  -  SECOND    CLASS 0
 LG0686
 LG0686.The horizontal coordinates were scaled from a topographic map and have
 LG0686.an estimated accuracy of +/- 6 seconds.
 LG0686
 LG0686.The orthometric height was determined by differential leveling
 LG0686.and adjusted by the National Geodetic Survey in June 1991..
 LG0686
 LG0686.The geoid height was determined by GEOID03.
 LG0686
 LG0686.The dynamic height is computed by dividing the NAVD 88
 LG0686.geopotential number by the normal gravity value computed on the
 LG0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0686.degrees latitude (g = 980.6199 gals.).
 LG0686
 LG0686.The modeled gravity was interpolated from observed gravity values.
 LG0686
 LG0686;                    North         East    Units  Estimated Accuracy
 LG0686;SPC NE       -   117,650.      702,920.      MT  (+/- 180 meters Scaled)
 LG0686
 LG0686                          SUPERSEDED SURVEY CONTROL
 LG0686
 LG0686  NGVD 29 (??/??/92)  490.374  (m)         1608.84   (f) ADJ UNCH    2 0
 LG0686
 LG0686.Superseded values are not recommended for survey control.
 LG0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0686.See file dsdata.txt to determine how the superseded data were derived.
 LG0686
 LG0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL186250(NAD 83)
 LG0686_MARKER: DB = BENCH MARK DISK
 LG0686_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LG0686_SP_SET: BANNISTER
 LG0686_STAMPING: M 135 1935
 LG0686_MARK LOGO: CGS   
 LG0686_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0686+STABILITY: SURFACE MOTION
 LG0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0686+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1997
 LG0686
 LG0686  HISTORY     - Date     Condition        Report By
 LG0686  HISTORY     - 1935     MONUMENTED       CGS
 LG0686  HISTORY     - 1961     GOOD             NGS
 LG0686  HISTORY     - 19970917 GOOD             NEDR
 LG0686
 LG0686                          STATION DESCRIPTION
 LG0686
 LG0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0686'AT YORK.
 LG0686'AT YORK, YORK COUNTY, AT THE POST OFFICE, ON THE WEST SIDE OF
 LG0686'THE BUILDING, 7.2 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE
 LG0686'DOORS, AT THE NORTH SIDE OF THE STEPS, 3 FEET EAST OF AN
 LG0686'ELECTRIC-LIGHT POST, AND 3.8 FEET ABOVE THE GROUND.  A STANDARD
 LG0686'DISK, STAMPED M 135 1935.
 LG0686
 LG0686                          STATION RECOVERY (1961)
 LG0686
 LG0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LG0686'RECOVERED IN GOOD CONDITION.
 LG0686
 LG0686                          STATION RECOVERY (1997)
 LG0686
 LG0686'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LG0686'RECOVERED IN GOOD CONDITION, IN YORK, AT THE WEST ENTRANCE TO THE U.S.
 LG0686'POST OFFICE BUILDING, SET INTO THE TOP OF THE CONCRETE BANNISTER FOR
 LG0686'THE ENTRANCE STEPS, 7.2 FT (2.2 M) NORTH OF THE CENTER OF THE MAIN
 LG0686'ENTRANCE DOORS AND 3.0 FEET (0.9 M) EAST OF AN ELECTRIC LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1604 ***********************************************************************
 MK1604  DESIGNATION -  M 136
 MK1604  PID         -  MK1604
 MK1604  STATE/COUNTY-  NE/NANCE
 MK1604  USGS QUAD   -  FULLERTON (1958)
 MK1604
 MK1604                         *CURRENT SURVEY CONTROL
 MK1604  ___________________________________________________________________
 MK1604* NAD 83(1986)-  41 21 44.     (N)    097 58 20.     (W)     SCALED    
 MK1604* NAVD 88     -       505.326  (meters)    1657.89   (feet)  ADJUSTED  
 MK1604  ___________________________________________________________________
 MK1604  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 MK1604  DYNAMIC HT  -         505.091 (meters)    1657.12  (feet)  COMP
 MK1604  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 MK1604
 MK1604  VERT ORDER  -  SECOND    CLASS 0
 MK1604
 MK1604.The horizontal coordinates were scaled from a topographic map and have
 MK1604.an estimated accuracy of +/- 6 seconds.
 MK1604
 MK1604.The orthometric height was determined by differential leveling
 MK1604.and adjusted by the National Geodetic Survey in June 1991..
 MK1604
 MK1604.The geoid height was determined by GEOID03.
 MK1604
 MK1604.The dynamic height is computed by dividing the NAVD 88
 MK1604.geopotential number by the normal gravity value computed on the
 MK1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1604.degrees latitude (g = 980.6199 gals.).
 MK1604
 MK1604.The modeled gravity was interpolated from observed gravity values.
 MK1604
 MK1604;                    North         East    Units  Estimated Accuracy
 MK1604;SPC NE       -   171,730.      669,600.      MT  (+/- 180 meters Scaled)
 MK1604
 MK1604                          SUPERSEDED SURVEY CONTROL
 MK1604
 MK1604  NGVD 29 (??/??/92)  505.106  (m)         1657.17   (f) ADJ UNCH    2 0
 MK1604
 MK1604.Superseded values are not recommended for survey control.
 MK1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1604.See file dsdata.txt to determine how the superseded data were derived.
 MK1604
 MK1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL859794(NAD 83)
 MK1604_MARKER: DB = BENCH MARK DISK
 MK1604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1604_SP_SET: WALL
 MK1604_STAMPING: M 136 1935
 MK1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1604
 MK1604  HISTORY     - Date     Condition        Report By
 MK1604  HISTORY     - 1935     MONUMENTED       CGS
 MK1604  HISTORY     - 1950     GOOD             NGS
 MK1604  HISTORY     - 1950     GOOD             USGS
 MK1604
 MK1604                          STATION DESCRIPTION
 MK1604
 MK1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1604'AT FULLERTON.
 MK1604'AT FULLERTON, NANCE COUNTY, AT THE HIGH SCHOOL, IN THE SOUTH
 MK1604'WALL OF THE BUILDING, 2.5 FEET WEST OF THE SOUTHEAST CORNER,
 MK1604'30.3 FEET EAST OF THE SOUTH ENTRANCE, 4 FEET EAST OF THE WINDOW,
 MK1604'AND 4.3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED M 136
 MK1604'1935 AND SET VERTICALLY.
 MK1604
 MK1604                          STATION RECOVERY (1950)
 MK1604
 MK1604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 MK1604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1313 ***********************************************************************
 MK1313  DESIGNATION -  M 137
 MK1313  PID         -  MK1313
 MK1313  STATE/COUNTY-  NE/YORK
 MK1313  USGS QUAD   -  GRESHAM (1965)
 MK1313
 MK1313                         *CURRENT SURVEY CONTROL
 MK1313  ___________________________________________________________________
 MK1313* NAD 83(1986)-  41 01 46.     (N)    097 24 09.     (W)     SCALED    
 MK1313* NAVD 88     -       495.014  (meters)    1624.06   (feet)  ADJUSTED  
 MK1313  ___________________________________________________________________
 MK1313  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 MK1313  DYNAMIC HT  -         494.761 (meters)    1623.23  (feet)  COMP
 MK1313  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 MK1313
 MK1313  VERT ORDER  -  SECOND    CLASS 0
 MK1313
 MK1313.The horizontal coordinates were scaled from a topographic map and have
 MK1313.an estimated accuracy of +/- 6 seconds.
 MK1313
 MK1313.The orthometric height was determined by differential leveling
 MK1313.and adjusted by the National Geodetic Survey in June 1991..
 MK1313
 MK1313.The geoid height was determined by GEOID03.
 MK1313
 MK1313.The dynamic height is computed by dividing the NAVD 88
 MK1313.geopotential number by the normal gravity value computed on the
 MK1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1313.degrees latitude (g = 980.6199 gals.).
 MK1313
 MK1313.The modeled gravity was interpolated from observed gravity values.
 MK1313
 MK1313;                    North         East    Units  Estimated Accuracy
 MK1313;SPC NE       -   136,080.      718,340.      MT  (+/- 180 meters Scaled)
 MK1313
 MK1313                          SUPERSEDED SURVEY CONTROL
 MK1313
 MK1313  NGVD 29 (??/??/92)  494.816  (m)         1623.41   (f) ADJ UNCH    2 0
 MK1313
 MK1313.Superseded values are not recommended for survey control.
 MK1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1313.See file dsdata.txt to determine how the superseded data were derived.
 MK1313
 MK1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL342432(NAD 83)
 MK1313_MARKER: DB = BENCH MARK DISK
 MK1313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1313_SP_SET: WALL BUILDING
 MK1313_STAMPING: M 137 1935
 MK1313_MARK LOGO: CGS   
 MK1313_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1313
 MK1313  HISTORY     - Date     Condition        Report By
 MK1313  HISTORY     - 1935     MONUMENTED       CGS
 MK1313  HISTORY     - 19950328 GOOD             NGS
 MK1313
 MK1313                          STATION DESCRIPTION
 MK1313
 MK1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1313'AT GRESHAM.
 MK1313'A VERTICAL MARK IN THE SOUTH WALL OF THE GRESHAM GRAIN CO.
 MK1313'ELEVATOR, 330 FEET NORTHEAST OF DEPOT, 38.4 FEET NORTH OF THE
 MK1313'NORTH RAIL OF THE MAIN TRACK, 5.5 FEET EAST OF THE SOUTHWEST
 MK1313'CORNER OF ELEVATOR, 4.5 FEET ABOVE THE LEVEL OF GROUND.
 MK1313
 MK1313                          STATION RECOVERY (1995)
 MK1313
 MK1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK1313'IN GRESHAM, ON THE ABONDONED CHICAGO AND NORTHWEST RAILWAY, 38.4 FEET
 MK1313'(11.7 M) NORTH OF THE OLD ROAD BED IN THE SOUTH WALL OF THE GRESHAM
 MK1313'GRAIN COMPANY ELEVATOR, 5.5 FEET (1.7 M) NORTHEAST OF THE SOUTH CORNER
 MK1313'AND 4.5 FEET (1.4 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0139 ***********************************************************************
 LH0139  DESIGNATION -  M 138
 LH0139  PID         -  LH0139
 LH0139  STATE/COUNTY-  NE/HAMILTON
 LH0139  USGS QUAD   -  MURPHY (1969)
 LH0139
 LH0139                         *CURRENT SURVEY CONTROL
 LH0139  ___________________________________________________________________
 LH0139* NAD 83(1986)-  40 52 44.     (N)    098 06 44.     (W)     SCALED    
 LH0139* NAVD 88     -       563.355  (meters)    1848.27   (feet)  ADJUSTED  
 LH0139  ___________________________________________________________________
 LH0139  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 LH0139  DYNAMIC HT  -         563.061 (meters)    1847.31  (feet)  COMP
 LH0139  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 LH0139
 LH0139  VERT ORDER  -  SECOND    CLASS 0
 LH0139
 LH0139.The horizontal coordinates were scaled from a topographic map and have
 LH0139.an estimated accuracy of +/- 6 seconds.
 LH0139
 LH0139.The orthometric height was determined by differential leveling
 LH0139.and adjusted by the National Geodetic Survey in June 1991..
 LH0139
 LH0139.The geoid height was determined by GEOID03.
 LH0139
 LH0139.The dynamic height is computed by dividing the NAVD 88
 LH0139.geopotential number by the normal gravity value computed on the
 LH0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0139.degrees latitude (g = 980.6199 gals.).
 LH0139
 LH0139.The modeled gravity was interpolated from observed gravity values.
 LH0139
 LH0139;                    North         East    Units  Estimated Accuracy
 LH0139;SPC NE       -   117,820.      659,060.      MT  (+/- 180 meters Scaled)
 LH0139
 LH0139                          SUPERSEDED SURVEY CONTROL
 LH0139
 LH0139  NGVD 29 (??/??/92)  563.118  (m)         1847.50   (f) ADJ UNCH    2 0
 LH0139
 LH0139.Superseded values are not recommended for survey control.
 LH0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0139.See file dsdata.txt to determine how the superseded data were derived.
 LH0139
 LH0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL748256(NAD 83)
 LH0139_MARKER: DB = BENCH MARK DISK
 LH0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0139_STAMPING: M 138 1935
 LH0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0139+STABILITY: SURFACE MOTION
 LH0139
 LH0139  HISTORY     - Date     Condition        Report By
 LH0139  HISTORY     - 1935     MONUMENTED       CGS
 LH0139  HISTORY     - 1950     GOOD             NGS
 LH0139  HISTORY     - 1950     GOOD             NGS
 LH0139  HISTORY     - 1977     GOOD             LOCENG
 LH0139
 LH0139                          STATION DESCRIPTION
 LH0139
 LH0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LH0139'0.3 MI E FROM MURPHY.
 LH0139'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0139'FROM THE AURORA COOP. GRAIN ELEVATOR AT MURPHY, AT A ROAD
 LH0139'CROSSING, 64 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 LH0139'GRAVELED ROAD, 44.5 FEET SOUTH OF THE SOUTH RAIL, 2 FEET NORTH
 LH0139'OF A FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF
 LH0139'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0139
 LH0139                          STATION RECOVERY (1950)
 LH0139
 LH0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LH0139'RECOVERED IN GOOD CONDITION.
 LH0139
 LH0139                          STATION RECOVERY (1977)
 LH0139
 LH0139'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LH0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0118 ***********************************************************************
 MK0118  DESIGNATION -  M 139
 MK0118  PID         -  MK0118
 MK0118  STATE/COUNTY-  NE/BURT
 MK0118  USGS QUAD   -  LYONS (1966)
 MK0118
 MK0118                         *CURRENT SURVEY CONTROL
 MK0118  ___________________________________________________________________
 MK0118* NAD 83(1986)-  41 53 11.     (N)    096 28 04.     (W)     SCALED    
 MK0118* NAVD 88     -       395.044  (meters)    1296.07   (feet)  ADJUSTED  
 MK0118  ___________________________________________________________________
 MK0118  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 MK0118  DYNAMIC HT  -         394.902 (meters)    1295.61  (feet)  COMP
 MK0118  MODELED GRAV-     980,249.6   (mgal)                       NAVD 88
 MK0118
 MK0118  VERT ORDER  -  SECOND    CLASS 0
 MK0118
 MK0118.The horizontal coordinates were scaled from a topographic map and have
 MK0118.an estimated accuracy of +/- 6 seconds.
 MK0118
 MK0118.The orthometric height was determined by differential leveling
 MK0118.and adjusted by the National Geodetic Survey in June 1991..
 MK0118
 MK0118.The geoid height was determined by GEOID03.
 MK0118
 MK0118.The dynamic height is computed by dividing the NAVD 88
 MK0118.geopotential number by the normal gravity value computed on the
 MK0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0118.degrees latitude (g = 980.6199 gals.).
 MK0118
 MK0118.The modeled gravity was interpolated from observed gravity values.
 MK0118
 MK0118;                    North         East    Units  Estimated Accuracy
 MK0118;SPC NE       -   233,930.      792,990.      MT  (+/- 180 meters Scaled)
 MK0118
 MK0118                          SUPERSEDED SURVEY CONTROL
 MK0118
 MK0118  NGVD 29 (??/??/92)  394.907  (m)         1295.62   (f) ADJ UNCH    2 0
 MK0118
 MK0118.Superseded values are not recommended for survey control.
 MK0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0118.See file dsdata.txt to determine how the superseded data were derived.
 MK0118
 MK0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM100402(NAD 83)
 MK0118_MARKER: DB = BENCH MARK DISK
 MK0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0118_STAMPING: M 139 1935
 MK0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0118+STABILITY: SURFACE MOTION
 MK0118
 MK0118  HISTORY     - Date     Condition        Report By
 MK0118  HISTORY     - 1935     MONUMENTED       CGS
 MK0118
 MK0118                          STATION DESCRIPTION
 MK0118
 MK0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0118'3.6 MI N FROM OAKLAND.
 MK0118'3.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0118'FROM THE STATION AT OAKLAND, BURT COUNTY, 200 YARDS NORTH OF A
 MK0118'STOCK LOADING CHUTE, AT A ROAD CROSSING, 72 FEET SOUTHEAST OF THE
 MK0118'CENTER OF THE CROSSING, 45.9 FEET SOUTH OF THE CENTERLINE OF THE DIRT
 MK0118'ROAD, AND 42.1 FEET EAST OF THE EAST RAIL.  A STANDARD DISK,
 MK0118'STAMPED M 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0461 ***********************************************************************
 LG0461  DESIGNATION -  M 14
 LG0461  PID         -  LG0461
 LG0461  STATE/COUNTY-  NE/FILLMORE
 LG0461  USGS QUAD   -  EXETER (1969)
 LG0461
 LG0461                         *CURRENT SURVEY CONTROL
 LG0461  ___________________________________________________________________
 LG0461* NAD 83(1986)-  40 38 44.     (N)    097 27 00.     (W)     SCALED    
 LG0461* NAVD 88     -       490.581  (meters)    1609.51   (feet)  ADJUSTED  
 LG0461  ___________________________________________________________________
 LG0461  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 LG0461  DYNAMIC HT  -         490.311 (meters)    1608.63  (feet)  COMP
 LG0461  MODELED GRAV-     980,059.7   (mgal)                       NAVD 88
 LG0461
 LG0461  VERT ORDER  -  FIRST     CLASS II
 LG0461
 LG0461.The horizontal coordinates were scaled from a topographic map and have
 LG0461.an estimated accuracy of +/- 6 seconds.
 LG0461
 LG0461.The orthometric height was determined by differential leveling
 LG0461.and adjusted by the National Geodetic Survey in June 1991..
 LG0461
 LG0461.The geoid height was determined by GEOID03.
 LG0461
 LG0461.The dynamic height is computed by dividing the NAVD 88
 LG0461.geopotential number by the normal gravity value computed on the
 LG0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0461.degrees latitude (g = 980.6199 gals.).
 LG0461
 LG0461.The modeled gravity was interpolated from observed gravity values.
 LG0461
 LG0461;                    North         East    Units  Estimated Accuracy
 LG0461;SPC NE       -    93,360.      715,610.      MT  (+/- 180 meters Scaled)
 LG0461
 LG0461                          SUPERSEDED SURVEY CONTROL
 LG0461
 LG0461  NGVD 29 (??/??/92)  490.414  (m)         1608.97   (f) ADJ UNCH    1 2
 LG0461
 LG0461.Superseded values are not recommended for survey control.
 LG0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0461.See file dsdata.txt to determine how the superseded data were derived.
 LG0461
 LG0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL310005(NAD 83)
 LG0461_MARKER: DB = BENCH MARK DISK
 LG0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0461_STAMPING: M 14 1608.999
 LG0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0461+STABILITY: SURFACE MOTION
 LG0461
 LG0461  HISTORY     - Date     Condition        Report By
 LG0461  HISTORY     - 1933     MONUMENTED       CGS
 LG0461  HISTORY     - 1938     GOOD             NGS
 LG0461  HISTORY     - 1965     GOOD             NGS
 LG0461  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0461
 LG0461                          STATION DESCRIPTION
 LG0461
 LG0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LG0461'AT EXETER.
 LG0461'AT EXETER, FILLMORE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0461'RAILROAD, 151 FEET WEST OF THE WEST FACE OF THE STATION, 800 FEET
 LG0461'EAST OF MILEPOST 106, AT THE SOUTHWEST CORNER OF THE STATION
 LG0461'PARK, 35 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 20 FEET
 LG0461'NORTH OF THE CENTERLINE OF THE NORTH PASSING TRACK, 2 FEET
 LG0461'NORTHEAST OF A FENCE CORNER, AND 5 FEET EAST OF A BRICK WALK.  A
 LG0461'STANDARD DISK, STAMPED 1608.999 M 14 1933 AND SET IN THE TOP OF A
 LG0461'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LG0461
 LG0461                          STATION RECOVERY (1965)
 LG0461
 LG0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LG0461'RECOVERED IN GOOD CONDITION.
 LG0461
 LG0461                          STATION RECOVERY (1991)
 LG0461
 LG0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0461'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0280 ***********************************************************************
 MK0280  DESIGNATION -  M 140
 MK0280  PID         -  MK0280
 MK0280  STATE/COUNTY-  NE/BURT
 MK0280  USGS QUAD   -  BERTHA (1970)
 MK0280
 MK0280                         *CURRENT SURVEY CONTROL
 MK0280  ___________________________________________________________________
 MK0280* NAD 83(1986)-  41 55 51.     (N)    096 21 07.     (W)     SCALED    
 MK0280* NAVD 88     -       422.287  (meters)    1385.45   (feet)  ADJUSTED  
 MK0280  ___________________________________________________________________
 MK0280  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 MK0280  DYNAMIC HT  -         422.135 (meters)    1384.95  (feet)  COMP
 MK0280  MODELED GRAV-     980,248.8   (mgal)                       NAVD 88
 MK0280
 MK0280  VERT ORDER  -  SECOND    CLASS 0
 MK0280
 MK0280.The horizontal coordinates were scaled from a topographic map and have
 MK0280.an estimated accuracy of +/- 6 seconds.
 MK0280
 MK0280.The orthometric height was determined by differential leveling
 MK0280.and adjusted by the National Geodetic Survey in June 1991..
 MK0280
 MK0280.The geoid height was determined by GEOID03.
 MK0280
 MK0280.The dynamic height is computed by dividing the NAVD 88
 MK0280.geopotential number by the normal gravity value computed on the
 MK0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0280.degrees latitude (g = 980.6199 gals.).
 MK0280
 MK0280.The modeled gravity was interpolated from observed gravity values.
 MK0280
 MK0280;                    North         East    Units  Estimated Accuracy
 MK0280;SPC NE       -   239,260.      802,390.      MT  (+/- 180 meters Scaled)
 MK0280
 MK0280                          SUPERSEDED SURVEY CONTROL
 MK0280
 MK0280  NGVD 29 (??/??/92)  422.140  (m)         1384.97   (f) ADJ UNCH    2 0
 MK0280
 MK0280.Superseded values are not recommended for survey control.
 MK0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0280.See file dsdata.txt to determine how the superseded data were derived.
 MK0280
 MK0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM195454(NAD 83)
 MK0280_MARKER: DB = BENCH MARK DISK
 MK0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0280_STAMPING: M 140 1935
 MK0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0280+STABILITY: SURFACE MOTION
 MK0280
 MK0280  HISTORY     - Date     Condition        Report By
 MK0280  HISTORY     - 1935     MONUMENTED       CGS
 MK0280  HISTORY     - 1947     GOOD             NGS
 MK0280
 MK0280                          STATION DESCRIPTION
 MK0280
 MK0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0280'6.5 MI E FROM LYONS.
 MK0280'6.5 MILES EAST ALONG STATE HIGHWAY NO. 118 FROM THE CHICAGO,
 MK0280'BURLINGTON AND QUINCY RAILROAD STATION AT LYONS, 0.25 MILE WEST
 MK0280'OF THE JUNCTION OF STATE HIGHWAY NO. 123, AT THE DIVIDE CENTER
 MK0280'PRESBYTERIAN CHURCH AND DISTRICT SCHOOL 28, 89.0 FEET EAST OF THE
 MK0280'CENTER OF A PRIVATE ROAD LEADING SOUTH TO A FARM HOUSE, 42.5 FEET
 MK0280'EAST OF POWER LINE POLE NO. D7 4, 32.0 FEET SOUTH OF THE CENTER
 MK0280'OF THE HIGHWAY, 2.0 FEET NORTH OF A FENCE CORNER POST, 1.5 FOOT
 MK0280'EAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET
 MK0280'BELOW THE HIGHWAY AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1733 ***********************************************************************
 MK1733  DESIGNATION -  M 141
 MK1733  PID         -  MK1733
 MK1733  STATE/COUNTY-  NE/STANTON
 MK1733  USGS QUAD   -  MADISON NE (1976)
 MK1733
 MK1733                         *CURRENT SURVEY CONTROL
 MK1733  ___________________________________________________________________
 MK1733* NAD 83(1986)-  41 59 41.     (N)    097 20 29.     (W)     SCALED    
 MK1733* NAVD 88     -       462.366  (meters)    1516.95   (feet)  ADJUSTED  
 MK1733  ___________________________________________________________________
 MK1733  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 MK1733  DYNAMIC HT  -         462.189 (meters)    1516.37  (feet)  COMP
 MK1733  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 MK1733
 MK1733  VERT ORDER  -  SECOND    CLASS 0
 MK1733
 MK1733.The horizontal coordinates were scaled from a topographic map and have
 MK1733.an estimated accuracy of +/- 6 seconds.
 MK1733
 MK1733.The orthometric height was determined by differential leveling
 MK1733.and adjusted by the National Geodetic Survey in June 1991..
 MK1733
 MK1733.The geoid height was determined by GEOID03.
 MK1733
 MK1733.The dynamic height is computed by dividing the NAVD 88
 MK1733.geopotential number by the normal gravity value computed on the
 MK1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1733.degrees latitude (g = 980.6199 gals.).
 MK1733
 MK1733.The modeled gravity was interpolated from observed gravity values.
 MK1733
 MK1733;                    North         East    Units  Estimated Accuracy
 MK1733;SPC NE       -   243,360.      720,180.      MT  (+/- 180 meters Scaled)
 MK1733
 MK1733                          SUPERSEDED SURVEY CONTROL
 MK1733
 MK1733  NGVD 29 (??/??/92)  462.188  (m)         1516.36   (f) ADJ UNCH    2 0
 MK1733
 MK1733.Superseded values are not recommended for survey control.
 MK1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1733.See file dsdata.txt to determine how the superseded data were derived.
 MK1733
 MK1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM373505(NAD 83)
 MK1733_MARKER: DB = BENCH MARK DISK
 MK1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1733_STAMPING: M 141 1935
 MK1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1733+STABILITY: SURFACE MOTION
 MK1733
 MK1733  HISTORY     - Date     Condition        Report By
 MK1733  HISTORY     - 1935     MONUMENTED       CGS
 MK1733  HISTORY     - 1968     MARK NOT FOUND   NGS
 MK1733
 MK1733                          STATION DESCRIPTION
 MK1733
 MK1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1733'4 MI E FROM NORFOLK.
 MK1733'IN STANTON COUNTY, 4.0 MI E ALONG THE CHICAGO AND NORTH WESTERN
 MK1733'RAILWAY FROM THE STATION AT NORFOLK, MADISON COUNTY, 89.9 FT
 MK1733'E OF MILEPOST 77, 46.5 FT E OF THE E RAIL, AND 32.5 FT W OF THE
 MK1733'CENTER LINE OF U.S. HWY 275.  A STANDARD DISK, STAMPED M 141
 MK1733'1935 AND SET IN THE TOP OF A CONCRETE POST.
 MK1733
 MK1733                          STATION RECOVERY (1968)
 MK1733
 MK1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MK1733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0298 ***********************************************************************
 LJ0298  DESIGNATION -  M 158
 LJ0298  PID         -  LJ0298
 LJ0298  STATE/COUNTY-  NE/CHASE
 LJ0298  USGS QUAD   -  IMPERIAL (1973)
 LJ0298
 LJ0298                         *CURRENT SURVEY CONTROL
 LJ0298  ___________________________________________________________________
 LJ0298* NAD 83(1986)-  40 32 03.     (N)    101 38 36.     (W)     SCALED    
 LJ0298* NAVD 88     -      1002.093  (meters)    3287.70   (feet)  ADJUSTED  
 LJ0298  ___________________________________________________________________
 LJ0298  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 LJ0298  DYNAMIC HT  -        1001.411 (meters)    3285.46  (feet)  COMP
 LJ0298  MODELED GRAV-     979,910.4   (mgal)                       NAVD 88
 LJ0298
 LJ0298  VERT ORDER  -  SECOND    CLASS 0
 LJ0298
 LJ0298.The horizontal coordinates were scaled from a topographic map and have
 LJ0298.an estimated accuracy of +/- 6 seconds.
 LJ0298
 LJ0298.The orthometric height was determined by differential leveling
 LJ0298.and adjusted by the National Geodetic Survey in June 1991..
 LJ0298
 LJ0298.The geoid height was determined by GEOID03.
 LJ0298
 LJ0298.The dynamic height is computed by dividing the NAVD 88
 LJ0298.geopotential number by the normal gravity value computed on the
 LJ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0298.degrees latitude (g = 980.6199 gals.).
 LJ0298
 LJ0298.The modeled gravity was interpolated from observed gravity values.
 LJ0298
 LJ0298;                    North         East    Units  Estimated Accuracy
 LJ0298;SPC NE       -    79,140.      360,810.      MT  (+/- 180 meters Scaled)
 LJ0298
 LJ0298                          SUPERSEDED SURVEY CONTROL
 LJ0298
 LJ0298  NGVD 29 (??/??/92) 1001.694  (m)         3286.39   (f) ADJ UNCH    2 0
 LJ0298
 LJ0298.Superseded values are not recommended for survey control.
 LJ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0298.See file dsdata.txt to determine how the superseded data were derived.
 LJ0298
 LJ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK761904(NAD 83)
 LJ0298_MARKER: DB = BENCH MARK DISK
 LJ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0298_STAMPING: M-158 1934
 LJ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0298+STABILITY: SURFACE MOTION
 LJ0298
 LJ0298  HISTORY     - Date     Condition        Report By
 LJ0298  HISTORY     - 1934     MONUMENTED       CGS
 LJ0298
 LJ0298                          STATION DESCRIPTION
 LJ0298
 LJ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0298'1.6 MI W FROM IMPERIAL.
 LJ0298'1.6 MILES WEST OF RAILROAD STATION AT IMPERIAL, AT A
 LJ0298'NORTH-AND-EAST CURVE OF HIGHWAY U.S. 6.  MARK ON OUTSIDE OF CURVE.
 LJ0298'4 FEET EAST OF PROPERTY LINE, AND 1/4 MILE SOUTH OF FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0102 ***********************************************************************
 LJ0102  DESIGNATION -  M 159
 LJ0102  PID         -  LJ0102
 LJ0102  STATE/COUNTY-  NE/HITCHCOCK
 LJ0102  USGS QUAD   -  CULBERTSON NW (1962)
 LJ0102
 LJ0102                         *CURRENT SURVEY CONTROL
 LJ0102  ___________________________________________________________________
 LJ0102* NAD 83(1986)-  40 14 59.     (N)    100 53 28.     (W)     SCALED    
 LJ0102* NAVD 88     -       806.936  (meters)    2647.42   (feet)  ADJUSTED  
 LJ0102  ___________________________________________________________________
 LJ0102  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 LJ0102  DYNAMIC HT  -         806.401 (meters)    2645.67  (feet)  COMP
 LJ0102  MODELED GRAV-     979,935.5   (mgal)                       NAVD 88
 LJ0102
 LJ0102  VERT ORDER  -  SECOND    CLASS 0
 LJ0102
 LJ0102.The horizontal coordinates were scaled from a topographic map and have
 LJ0102.an estimated accuracy of +/- 6 seconds.
 LJ0102
 LJ0102.The orthometric height was determined by differential leveling
 LJ0102.and adjusted by the National Geodetic Survey in June 1991..
 LJ0102
 LJ0102.The geoid height was determined by GEOID03.
 LJ0102
 LJ0102.The dynamic height is computed by dividing the NAVD 88
 LJ0102.geopotential number by the normal gravity value computed on the
 LJ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0102.degrees latitude (g = 980.6199 gals.).
 LJ0102
 LJ0102.The modeled gravity was interpolated from observed gravity values.
 LJ0102
 LJ0102;                    North         East    Units  Estimated Accuracy
 LJ0102;SPC NE       -    46,620.      424,190.      MT  (+/- 180 meters Scaled)
 LJ0102
 LJ0102                          SUPERSEDED SURVEY CONTROL
 LJ0102
 LJ0102  NGVD 29 (??/??/92)  806.615  (m)         2646.37   (f) ADJ UNCH    2 0
 LJ0102
 LJ0102.Superseded values are not recommended for survey control.
 LJ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0102.See file dsdata.txt to determine how the superseded data were derived.
 LJ0102
 LJ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK391571(NAD 83)
 LJ0102_MARKER: DB = BENCH MARK DISK
 LJ0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0102_SP_SET: UNDERPASS
 LJ0102_STAMPING: M 159 1934
 LJ0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0102
 LJ0102  HISTORY     - Date     Condition        Report By
 LJ0102  HISTORY     - 1934     MONUMENTED       CGS
 LJ0102  HISTORY     - 1939     GOOD             NGS
 LJ0102
 LJ0102                          STATION DESCRIPTION
 LJ0102
 LJ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0102'5.8 MI NW FROM CULBERTSON.
 LJ0102'5.8 MILES NORTHWEST OF BURLINGTON STATION, CULBERTSON, AT JUNCTION
 LJ0102'OF HIGHWAY 17 AND U.S. HIGHWAY 6.  IN TOP OF SOUTH HEADWALL
 LJ0102'OF IRRIGATION UNDERPASS ACROSS HIGHWAY 6, 35 FEET WEST OF
 LJ0102'CENTERLINE OF T-ROAD TO SOUTH.
 LJ0102
 LJ0102                          STATION RECOVERY (1939)
 LJ0102
 LJ0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 LJ0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0653 ***********************************************************************
 ML0653  DESIGNATION -  M 16
 ML0653  PID         -  ML0653
 ML0653  STATE/COUNTY-  NE/CUSTER
 ML0653  USGS QUAD   -  MASON CITY NW (1951)
 ML0653
 ML0653                         *CURRENT SURVEY CONTROL
 ML0653  ___________________________________________________________________
 ML0653* NAD 83(1986)-  41 09 06.     (N)    099 22 43.     (W)     SCALED    
 ML0653* NAVD 88     -       716.745  (meters)    2351.52   (feet)  ADJUSTED  
 ML0653  ___________________________________________________________________
 ML0653  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ML0653  DYNAMIC HT  -         716.353 (meters)    2350.23  (feet)  COMP
 ML0653  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 ML0653
 ML0653  VERT ORDER  -  FIRST     CLASS II
 ML0653
 ML0653.The horizontal coordinates were scaled from a topographic map and have
 ML0653.an estimated accuracy of +/- 6 seconds.
 ML0653
 ML0653.The orthometric height was determined by differential leveling
 ML0653.and adjusted by the National Geodetic Survey in June 1991..
 ML0653
 ML0653.The geoid height was determined by GEOID03.
 ML0653
 ML0653.The dynamic height is computed by dividing the NAVD 88
 ML0653.geopotential number by the normal gravity value computed on the
 ML0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0653.degrees latitude (g = 980.6199 gals.).
 ML0653
 ML0653.The modeled gravity was interpolated from observed gravity values.
 ML0653
 ML0653;                    North         East    Units  Estimated Accuracy
 ML0653;SPC NE       -   146,560.      552,140.      MT  (+/- 180 meters Scaled)
 ML0653
 ML0653                          SUPERSEDED SURVEY CONTROL
 ML0653
 ML0653  NGVD 29 (??/??/92)  716.496  (m)         2350.70   (f) ADJ UNCH    1 2
 ML0653
 ML0653.Superseded values are not recommended for survey control.
 ML0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0653.See file dsdata.txt to determine how the superseded data were derived.
 ML0653
 ML0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML682556(NAD 83)
 ML0653_MARKER: DB = BENCH MARK DISK
 ML0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0653+STABILITY: SURFACE MOTION
 ML0653
 ML0653  HISTORY     - Date     Condition        Report By
 ML0653  HISTORY     - UNK      MONUMENTED       CGS
 ML0653  HISTORY     - 1933     GOOD             NGS
 ML0653  HISTORY     - 1938     GOOD             NEDR
 ML0653
 ML0653                          STATION DESCRIPTION
 ML0653
 ML0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0653'9.2 MI S FROM ANSLEY.
 ML0653'150 FT. NORTH OF BRIDGE NO. 655 ON ROAD OVER ELK CREEK, 25 FT.
 ML0653'WEST OF CENTER OF ROAD, UNDER TELEPHONE LINE AND ON
 ML0653'FENCE LINE.
 ML0653
 ML0653                          STATION RECOVERY (1938)
 ML0653
 ML0653'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1938
 ML0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0654 ***********************************************************************
 ML0654  DESIGNATION -  M 16 RESET
 ML0654  PID         -  ML0654
 ML0654  STATE/COUNTY-  NE/CUSTER
 ML0654  USGS QUAD   -  MASON CITY NW (1951)
 ML0654
 ML0654                         *CURRENT SURVEY CONTROL
 ML0654  ___________________________________________________________________
 ML0654* NAD 83(1986)-  41 09 06.     (N)    099 22 44.     (W)     SCALED    
 ML0654* NAVD 88     -       716.72   (meters)    2351.4    (feet)  RESET     
 ML0654  ___________________________________________________________________
 ML0654  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 ML0654
 ML0654  VERT ORDER  -  THIRD
 ML0654
 ML0654.The horizontal coordinates were scaled from a topographic map and have
 ML0654.an estimated accuracy of +/- 6 seconds.
 ML0654
 ML0654.The orthometric height was computed from unverified reset data.
 ML0654
 ML0654.The geoid height was determined by GEOID03.
 ML0654
 ML0654;                    North         East    Units  Estimated Accuracy
 ML0654;SPC NE       -   146,560.      552,120.      MT  (+/- 180 meters Scaled)
 ML0654
 ML0654                          SUPERSEDED SURVEY CONTROL
 ML0654
 ML0654  NGVD 29 (??/??/??)  716.47   (m)         2350.6    (f) RESET       3  
 ML0654
 ML0654.Superseded values are not recommended for survey control.
 ML0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0654.See file dsdata.txt to determine how the superseded data were derived.
 ML0654
 ML0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML682556(NAD 83)
 ML0654_MARKER: DB = BENCH MARK DISK
 ML0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0654_STAMPING: M 16 RESET 1938
 ML0654_MARK LOGO: CGS   
 ML0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0654+STABILITY: SURFACE MOTION
 ML0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0654+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1997
 ML0654
 ML0654  HISTORY     - Date     Condition        Report By
 ML0654  HISTORY     - 1938     MONUMENTED       NEDR
 ML0654  HISTORY     - 1968     GOOD             NGS
 ML0654  HISTORY     - 19970930 GOOD             NEDR
 ML0654
 ML0654                          STATION DESCRIPTION
 ML0654
 ML0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ML0654'9.8 MI S FROM ANSLEY.
 ML0654'ABOUT 9-3/4 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM ANSLEY,
 ML0654'CUSTER COUNTY, ABOUT 200 FEET NORTH OF BRIDGE 655 OVER ELK CREEK,
 ML0654'AT SURVEY STATION 511+80, AND 55.7 FEET WEST OF THE CENTER
 ML0654'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 16 RESET 1938
 ML0654'AND SET IN THE TOP OF A CONCRETE POST.
 ML0654
 ML0654                          STATION RECOVERY (1997)
 ML0654
 ML0654'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 ML0654'RECOVERED IN GOOD CONDITION BUT HAD TO BE MOVED DUE TO HIGHWAY
 ML0654'CONSTRUCTION.  A RESET MARK WAS ESTABLISHED NEARBY, SEE THE
 ML0654'DESCRIPTION FOR--M 16 RESET IN 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0264 ***********************************************************************
 LJ0264  DESIGNATION -  M 160
 LJ0264  PID         -  LJ0264
 LJ0264  STATE/COUNTY-  NE/PERKINS
 LJ0264  USGS QUAD   -  IMPERIAL NW (1973)
 LJ0264
 LJ0264                         *CURRENT SURVEY CONTROL
 LJ0264  ___________________________________________________________________
 LJ0264* NAD 83(1986)-  40 44 52.     (N)    101 39 59.     (W)     SCALED    
 LJ0264* NAVD 88     -      1021.136  (meters)    3350.18   (feet)  ADJUSTED  
 LJ0264  ___________________________________________________________________
 LJ0264  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 LJ0264  DYNAMIC HT  -        1020.460 (meters)    3347.96  (feet)  COMP
 LJ0264  MODELED GRAV-     979,927.4   (mgal)                       NAVD 88
 LJ0264
 LJ0264  VERT ORDER  -  SECOND    CLASS 0
 LJ0264
 LJ0264.The horizontal coordinates were scaled from a topographic map and have
 LJ0264.an estimated accuracy of +/- 6 seconds.
 LJ0264
 LJ0264.The orthometric height was determined by differential leveling
 LJ0264.and adjusted by the National Geodetic Survey in June 1991..
 LJ0264
 LJ0264.The geoid height was determined by GEOID03.
 LJ0264
 LJ0264.The dynamic height is computed by dividing the NAVD 88
 LJ0264.geopotential number by the normal gravity value computed on the
 LJ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0264.degrees latitude (g = 980.6199 gals.).
 LJ0264
 LJ0264.The modeled gravity was interpolated from observed gravity values.
 LJ0264
 LJ0264;                    North         East    Units  Estimated Accuracy
 LJ0264;SPC NE       -   102,890.      359,310.      MT  (+/- 180 meters Scaled)
 LJ0264
 LJ0264                          SUPERSEDED SURVEY CONTROL
 LJ0264
 LJ0264  NGVD 29 (??/??/92) 1020.727  (m)         3348.84   (f) ADJ UNCH    2 0
 LJ0264
 LJ0264.Superseded values are not recommended for survey control.
 LJ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0264.See file dsdata.txt to determine how the superseded data were derived.
 LJ0264
 LJ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL748141(NAD 83)
 LJ0264_MARKER: DB = BENCH MARK DISK
 LJ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0264_STAMPING: M 160 1934
 LJ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0264+STABILITY: SURFACE MOTION
 LJ0264
 LJ0264  HISTORY     - Date     Condition        Report By
 LJ0264  HISTORY     - 1934     MONUMENTED       CGS
 LJ0264  HISTORY     - 1941     GOOD             NGS
 LJ0264
 LJ0264                          STATION DESCRIPTION
 LJ0264
 LJ0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0264'9.6 MI S FROM GRANT.
 LJ0264'9.6 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0264'BURLINGTON AND QUINCY RAILROAD WATER TANK AT GRANT, 0.6 MILE
 LJ0264'NORTH OF A RANCH HOUSE, 0.2 MILE SOUTH OF AN EAST-AND-WEST
 LJ0264'PROPERTY LINE, 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LJ0264'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 LJ0264'M 160 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0281 ***********************************************************************
 LJ0281  DESIGNATION -  M 161
 LJ0281  PID         -  LJ0281
 LJ0281  STATE/COUNTY-  NE/PERKINS
 LJ0281  USGS QUAD   -  GRANT (1973)
 LJ0281
 LJ0281                         *CURRENT SURVEY CONTROL
 LJ0281  ___________________________________________________________________
 LJ0281* NAD 83(1986)-  40 50 29.     (N)    101 39 57.     (W)     SCALED    
 LJ0281* NAVD 88     -      1027.491  (meters)    3371.03   (feet)  ADJUSTED  
 LJ0281  ___________________________________________________________________
 LJ0281  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 LJ0281  DYNAMIC HT  -        1026.815 (meters)    3368.81  (feet)  COMP
 LJ0281  MODELED GRAV-     979,931.8   (mgal)                       NAVD 88
 LJ0281
 LJ0281  VERT ORDER  -  SECOND    CLASS 0
 LJ0281
 LJ0281.The horizontal coordinates were scaled from a topographic map and have
 LJ0281.an estimated accuracy of +/- 6 seconds.
 LJ0281
 LJ0281.The orthometric height was determined by differential leveling
 LJ0281.and adjusted by the National Geodetic Survey in June 1991..
 LJ0281
 LJ0281.The geoid height was determined by GEOID03.
 LJ0281
 LJ0281.The dynamic height is computed by dividing the NAVD 88
 LJ0281.geopotential number by the normal gravity value computed on the
 LJ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0281.degrees latitude (g = 980.6199 gals.).
 LJ0281
 LJ0281.The modeled gravity was interpolated from observed gravity values.
 LJ0281
 LJ0281;                    North         East    Units  Estimated Accuracy
 LJ0281;SPC NE       -   113,280.      359,560.      MT  (+/- 180 meters Scaled)
 LJ0281
 LJ0281                          SUPERSEDED SURVEY CONTROL
 LJ0281
 LJ0281  NGVD 29 (??/??/92) 1027.076  (m)         3369.67   (f) ADJ UNCH    2 0
 LJ0281
 LJ0281.Superseded values are not recommended for survey control.
 LJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0281.See file dsdata.txt to determine how the superseded data were derived.
 LJ0281
 LJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL752245(NAD 83)
 LJ0281_MARKER: DB = BENCH MARK DISK
 LJ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0281_STAMPING: M 161 1934
 LJ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0281+STABILITY: SURFACE MOTION
 LJ0281
 LJ0281  HISTORY     - Date     Condition        Report By
 LJ0281  HISTORY     - 1934     MONUMENTED       CGS
 LJ0281  HISTORY     - 1942     GOOD             NGS
 LJ0281
 LJ0281                          STATION DESCRIPTION
 LJ0281
 LJ0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LJ0281'3.1 MI E FROM GRANT.
 LJ0281'3.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0281'FROM THE WATER TANK AT GRANT, PERKINS COUNTY, 3 POLES EAST OF
 LJ0281'MILEPOST 141, 2 RAILS EAST OF A ROAD CROSSING, 28 FEET SOUTH OF
 LJ0281'THE CENTERLINE OF THE TRACK, 5 FEET EAST OF A TELEPHONE POLE,
 LJ0281'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED M
 LJ0281'161 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0172 ***********************************************************************
 LJ0172  DESIGNATION -  M 162
 LJ0172  PID         -  LJ0172
 LJ0172  STATE/COUNTY-  NE/HAYES
 LJ0172  USGS QUAD   -  HAYES CENTER (1974)
 LJ0172
 LJ0172                         *CURRENT SURVEY CONTROL
 LJ0172  ___________________________________________________________________
 LJ0172* NAD 83(1986)-  40 30 47.     (N)    101 05 06.     (W)     SCALED    
 LJ0172* NAVD 88     -       897.961  (meters)    2946.06   (feet)  ADJUSTED  
 LJ0172  ___________________________________________________________________
 LJ0172  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 LJ0172  DYNAMIC HT  -         897.356 (meters)    2944.08  (feet)  COMP
 LJ0172  MODELED GRAV-     979,921.4   (mgal)                       NAVD 88
 LJ0172
 LJ0172  VERT ORDER  -  SECOND    CLASS 0
 LJ0172
 LJ0172.The horizontal coordinates were scaled from a topographic map and have
 LJ0172.an estimated accuracy of +/- 6 seconds.
 LJ0172
 LJ0172.The orthometric height was determined by differential leveling
 LJ0172.and adjusted by the National Geodetic Survey in June 1991..
 LJ0172.WARNING-Repeat measurements at this control monument indicate possible
 LJ0172.vertical movement.
 LJ0172
 LJ0172.The geoid height was determined by GEOID03.
 LJ0172
 LJ0172.The dynamic height is computed by dividing the NAVD 88
 LJ0172.geopotential number by the normal gravity value computed on the
 LJ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0172.degrees latitude (g = 980.6199 gals.).
 LJ0172
 LJ0172.The modeled gravity was interpolated from observed gravity values.
 LJ0172
 LJ0172;                    North         East    Units  Estimated Accuracy
 LJ0172;SPC NE       -    76,050.      408,070.      MT  (+/- 180 meters Scaled)
 LJ0172
 LJ0172                          SUPERSEDED SURVEY CONTROL
 LJ0172
 LJ0172  NGVD 29 (??/??/92)  897.583  (m)         2944.82   (f) ADJ UNCH    2 0
 LJ0172
 LJ0172.Superseded values are not recommended for survey control.
 LJ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0172.See file dsdata.txt to determine how the superseded data were derived.
 LJ0172
 LJ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK233867(NAD 83)
 LJ0172_MARKER: DB = BENCH MARK DISK
 LJ0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0172_SP_SET: CULVERT
 LJ0172_STAMPING: M-162 1934
 LJ0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0172
 LJ0172  HISTORY     - Date     Condition        Report By
 LJ0172  HISTORY     - 1934     MONUMENTED       CGS
 LJ0172  HISTORY     - 1938     GOOD             NGS
 LJ0172  HISTORY     - 1974     MARK NOT FOUND   USGS
 LJ0172
 LJ0172                          STATION DESCRIPTION
 LJ0172
 LJ0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LJ0172'3.6 MI W FROM HAYES CENTER.
 LJ0172'ALONG STATE HWY. 17, 3.6 MILES WEST OF THE I.O.O.F. BUILDING AT
 LJ0172'HAYES CENTER.  A STANDARD DISK SET IN TOP OF SOUTH HEADWALL OF
 LJ0172'CONCRETE HWY. CULVERT.
 LJ0172
 LJ0172                          STATION RECOVERY (1974)
 LJ0172
 LJ0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LJ0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0627 ***********************************************************************
 LG0627  DESIGNATION -  M 163
 LG0627  PID         -  LG0627
 LG0627  STATE/COUNTY-  NE/NUCKOLLS
 LG0627  USGS QUAD   -  OAK (1960)
 LG0627
 LG0627                         *CURRENT SURVEY CONTROL
 LG0627  ___________________________________________________________________
 LG0627* NAD 83(1986)-  40 09 42.     (N)    097 58 00.     (W)     SCALED    
 LG0627* NAVD 88     -       534.085  (meters)    1752.24   (feet)  ADJUSTED  
 LG0627  ___________________________________________________________________
 LG0627  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 LG0627  DYNAMIC HT  -         533.773 (meters)    1751.22  (feet)  COMP
 LG0627  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 LG0627
 LG0627  VERT ORDER  -  SECOND    CLASS 0
 LG0627
 LG0627.The horizontal coordinates were scaled from a topographic map and have
 LG0627.an estimated accuracy of +/- 6 seconds.
 LG0627
 LG0627.The orthometric height was determined by differential leveling
 LG0627.and adjusted by the National Geodetic Survey in June 1991..
 LG0627
 LG0627.The geoid height was determined by GEOID03.
 LG0627
 LG0627.The dynamic height is computed by dividing the NAVD 88
 LG0627.geopotential number by the normal gravity value computed on the
 LG0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0627.degrees latitude (g = 980.6199 gals.).
 LG0627
 LG0627.The modeled gravity was interpolated from observed gravity values.
 LG0627
 LG0627;                    North         East    Units  Estimated Accuracy
 LG0627;SPC NE       -    38,490.      673,200.      MT  (+/- 180 meters Scaled)
 LG0627
 LG0627                          SUPERSEDED SURVEY CONTROL
 LG0627
 LG0627  NGVD 29 (??/??/92)  533.904  (m)         1751.65   (f) ADJ UNCH    2 0
 LG0627
 LG0627.Superseded values are not recommended for survey control.
 LG0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0627.See file dsdata.txt to determine how the superseded data were derived.
 LG0627
 LG0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK879462(NAD 83)
 LG0627_MARKER: DB = BENCH MARK DISK
 LG0627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0627_SP_SET: CULVERT
 LG0627_STAMPING: M 163 1934
 LG0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0627
 LG0627  HISTORY     - Date     Condition        Report By
 LG0627  HISTORY     - 1934     MONUMENTED       CGS
 LG0627
 LG0627                          STATION DESCRIPTION
 LG0627
 LG0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0627'AT NORA.
 LG0627'AT NORA, NUCKOLLS COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 LG0627'ABOUT 1/4 MILE SOUTHWEST OF THE JUNCTION OF THE CHICAGO, ROCK
 LG0627'ISLAND AND PACIFIC RAILWAY, 80 FEET WEST OF THE CROSSING OF STATE
 LG0627'HIGHWAY 3, 100 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK,
 LG0627'AT A CONCRETE HIGHWAY CULVERT, AND IN THE TOP OF THE NORTH HEAD
 LG0627'WALL.  A STANDARD DISK, STAMPED M 163 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0674 ***********************************************************************
 LH0674  DESIGNATION -  M 164
 LH0674  PID         -  LH0674
 LH0674  STATE/COUNTY-  NE/PHELPS
 LH0674  USGS QUAD   -  HOLDREGE WEST (1970)
 LH0674
 LH0674                         *CURRENT SURVEY CONTROL
 LH0674  ___________________________________________________________________
 LH0674* NAD 83(1986)-  40 25 55.     (N)    099 23 05.     (W)     SCALED    
 LH0674* NAVD 88     -       707.662  (meters)    2321.72   (feet)  ADJUSTED  
 LH0674  ___________________________________________________________________
 LH0674  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 LH0674  DYNAMIC HT  -         707.225 (meters)    2320.29  (feet)  COMP
 LH0674  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 LH0674
 LH0674  VERT ORDER  -  SECOND    CLASS 0
 LH0674
 LH0674.The horizontal coordinates were scaled from a topographic map and have
 LH0674.an estimated accuracy of +/- 6 seconds.
 LH0674
 LH0674.The orthometric height was determined by differential leveling
 LH0674.and adjusted by the National Geodetic Survey in June 1991..
 LH0674
 LH0674.The geoid height was determined by GEOID03.
 LH0674
 LH0674.The dynamic height is computed by dividing the NAVD 88
 LH0674.geopotential number by the normal gravity value computed on the
 LH0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0674.degrees latitude (g = 980.6199 gals.).
 LH0674
 LH0674.The modeled gravity was interpolated from observed gravity values.
 LH0674
 LH0674;                    North         East    Units  Estimated Accuracy
 LH0674;SPC NE       -    66,650.      552,200.      MT  (+/- 180 meters Scaled)
 LH0674
 LH0674                          SUPERSEDED SURVEY CONTROL
 LH0674
 LH0674  NGVD 29 (??/??/92)  707.384  (m)         2320.81   (f) ADJ UNCH    2 0
 LH0674
 LH0674.Superseded values are not recommended for survey control.
 LH0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0674.See file dsdata.txt to determine how the superseded data were derived.
 LH0674
 LH0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK673757(NAD 83)
 LH0674_MARKER: DB = BENCH MARK DISK
 LH0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0674_STAMPING: M 164 1934
 LH0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0674+STABILITY: SURFACE MOTION
 LH0674
 LH0674  HISTORY     - Date     Condition        Report By
 LH0674  HISTORY     - 1934     MONUMENTED       CGS
 LH0674  HISTORY     - 1938     GOOD             NGS
 LH0674
 LH0674                          STATION DESCRIPTION
 LH0674
 LH0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LH0674'AT HOLDREGE.
 LH0674'AT HOLDREGE, PHELPS COUNTY, ON THE CHICAGO, BURLINGTON AND
 LH0674'QUINCY RAILROAD, AT THE WEST END OF THE YARDS, 2 POLES EAST
 LH0674'OF A RAILROAD JUNCTION, AND 45 FEET SOUTH OF THE CENTERLINE
 LH0674'OF THE SOUTH TRACK.  A STANDARD DISK, STAMPED M 164 1934 AND
 LH0674'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0018 ***********************************************************************
 LJ0018  DESIGNATION -  M 165
 LJ0018  PID         -  LJ0018
 LJ0018  STATE/COUNTY-  NE/FRONTIER
 LJ0018  USGS QUAD   -  MOOREFIELD (1956)
 LJ0018
 LJ0018                         *CURRENT SURVEY CONTROL
 LJ0018  ___________________________________________________________________
 LJ0018* NAD 83(1986)-  40 42 02.     (N)    100 23 01.     (W)     SCALED    
 LJ0018* NAVD 88     -       847.633  (meters)    2780.94   (feet)  ADJUSTED  
 LJ0018  ___________________________________________________________________
 LJ0018  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 LJ0018  DYNAMIC HT  -         847.108 (meters)    2779.22  (feet)  COMP
 LJ0018  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 LJ0018
 LJ0018  VERT ORDER  -  SECOND    CLASS 0
 LJ0018
 LJ0018.The horizontal coordinates were scaled from a topographic map and have
 LJ0018.an estimated accuracy of +/- 6 seconds.
 LJ0018
 LJ0018.The orthometric height was determined by differential leveling
 LJ0018.and adjusted by the National Geodetic Survey in June 1991..
 LJ0018
 LJ0018.The geoid height was determined by GEOID03.
 LJ0018
 LJ0018.The dynamic height is computed by dividing the NAVD 88
 LJ0018.geopotential number by the normal gravity value computed on the
 LJ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0018.degrees latitude (g = 980.6199 gals.).
 LJ0018
 LJ0018.The modeled gravity was interpolated from observed gravity values.
 LJ0018
 LJ0018;                    North         East    Units  Estimated Accuracy
 LJ0018;SPC NE       -    96,360.      467,590.      MT  (+/- 180 meters Scaled)
 LJ0018
 LJ0018                          SUPERSEDED SURVEY CONTROL
 LJ0018
 LJ0018  NGVD 29 (??/??/92)  847.292  (m)         2779.82   (f) ADJ UNCH    2 0
 LJ0018
 LJ0018.Superseded values are not recommended for survey control.
 LJ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0018.See file dsdata.txt to determine how the superseded data were derived.
 LJ0018
 LJ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL831064(NAD 83)
 LJ0018_MARKER: DB = BENCH MARK DISK
 LJ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0018_STAMPING: M 165 1934
 LJ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0018+STABILITY: SURFACE MOTION
 LJ0018
 LJ0018  HISTORY     - Date     Condition        Report By
 LJ0018  HISTORY     - 1934     MONUMENTED       CGS
 LJ0018
 LJ0018                          STATION DESCRIPTION
 LJ0018
 LJ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0018'1.4 MI NE FROM MOOREFIELD.
 LJ0018'1.4 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LJ0018'RAILROAD FROM THE CITY WATER TOWER AT MOOREFIELD, FRONTIER COUNTY,
 LJ0018'40 FEET SOUTHEAST OF A FRONTIER-LINCOLN COUNTY-LINE SIGN, AT
 LJ0018'A ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE TRACK,
 LJ0018'AND 10 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 LJ0018'DISK, STAMPED M 165 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0740 ***********************************************************************
 LH0740  DESIGNATION -  M 166
 LH0740  PID         -  LH0740
 LH0740  STATE/COUNTY-  NE/FURNAS
 LH0740  USGS QUAD   -  EDISON (1958)
 LH0740
 LH0740                         *CURRENT SURVEY CONTROL
 LH0740  ___________________________________________________________________
 LH0740* NAD 83(1986)-  40 16 43.     (N)    099 46 21.     (W)     SCALED    
 LH0740* NAVD 88     -       645.314  (meters)    2117.17   (feet)  ADJUSTED  
 LH0740  ___________________________________________________________________
 LH0740  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 LH0740  DYNAMIC HT  -         644.906 (meters)    2115.83  (feet)  COMP
 LH0740  MODELED GRAV-     979,972.0   (mgal)                       NAVD 88
 LH0740
 LH0740  VERT ORDER  -  SECOND    CLASS 0
 LH0740
 LH0740.The horizontal coordinates were scaled from a topographic map and have
 LH0740.an estimated accuracy of +/- 6 seconds.
 LH0740
 LH0740.The orthometric height was determined by differential leveling
 LH0740.and adjusted by the National Geodetic Survey in June 1991..
 LH0740
 LH0740.The geoid height was determined by GEOID03.
 LH0740
 LH0740.The dynamic height is computed by dividing the NAVD 88
 LH0740.geopotential number by the normal gravity value computed on the
 LH0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0740.degrees latitude (g = 980.6199 gals.).
 LH0740
 LH0740.The modeled gravity was interpolated from observed gravity values.
 LH0740
 LH0740;                    North         East    Units  Estimated Accuracy
 LH0740;SPC NE       -    49,470.      519,350.      MT  (+/- 180 meters Scaled)
 LH0740
 LH0740                          SUPERSEDED SURVEY CONTROL
 LH0740
 LH0740  NGVD 29 (??/??/92)  645.033  (m)         2116.25   (f) ADJ UNCH    2 0
 LH0740
 LH0740.Superseded values are not recommended for survey control.
 LH0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0740.See file dsdata.txt to determine how the superseded data were derived.
 LH0740
 LH0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK343589(NAD 83)
 LH0740_MARKER: DB = BENCH MARK DISK
 LH0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0740_SP_SET: PIER
 LH0740_STAMPING: M 166 1934
 LH0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0740+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1999
 LH0740
 LH0740  HISTORY     - Date     Condition        Report By
 LH0740  HISTORY     - 1934     MONUMENTED       CGS
 LH0740  HISTORY     - 1946     GOOD             USGS
 LH0740  HISTORY     - 19990323 MARK NOT FOUND   NEDR
 LH0740
 LH0740                          STATION DESCRIPTION
 LH0740
 LH0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0740'AT EDISON.
 LH0740'AT EDISON, FURNAS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0740'RAILROAD, AT THE SOUTHWEST CORNER OF BRIDGE NO. 241.51, IN
 LH0740'THE TOP OF THE CONCRETE PIER, AND 8 FEET SOUTH OF THE CENTER
 LH0740'LINE OF THE TRACK.  A STANDARD DISK, STAMPED M 166 1934.
 LH0740
 LH0740                          STATION RECOVERY (1946)
 LH0740
 LH0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 LH0740'RECOVERED IN GOOD CONDITION.
 LH0740
 LH0740                          STATION RECOVERY (1999)
 LH0740
 LH0740'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (GT)
 LH0740'THE OLD ABANDONED BRIDGE ABUTMENT WAS FOUND BADLY DETERIORATED AND
 LH0740'ONLY THE IMPRINT OF WHERE THE DISK WAS REMAINS.  FOR ALL PRACTICAL
 LH0740'PURPOSES THIS MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0370 ***********************************************************************
 LH0370  DESIGNATION -  M 167
 LH0370  PID         -  LH0370
 LH0370  STATE/COUNTY-  NE/FRANKLIN
 LH0370  USGS QUAD   -  RIVERTON (1974)
 LH0370
 LH0370                         *CURRENT SURVEY CONTROL
 LH0370  ___________________________________________________________________
 LH0370* NAD 83(1986)-  40 05 21.     (N)    098 49 09.     (W)     SCALED    
 LH0370* NAVD 88     -       543.118  (meters)    1781.88   (feet)  ADJUSTED  
 LH0370  ___________________________________________________________________
 LH0370  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 LH0370  DYNAMIC HT  -         542.781 (meters)    1780.77  (feet)  COMP
 LH0370  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 LH0370
 LH0370  VERT ORDER  -  SECOND    CLASS 0
 LH0370
 LH0370.The horizontal coordinates were scaled from a topographic map and have
 LH0370.an estimated accuracy of +/- 6 seconds.
 LH0370
 LH0370.The orthometric height was determined by differential leveling
 LH0370.and adjusted by the National Geodetic Survey in June 1991..
 LH0370
 LH0370.The geoid height was determined by GEOID03.
 LH0370
 LH0370.The dynamic height is computed by dividing the NAVD 88
 LH0370.geopotential number by the normal gravity value computed on the
 LH0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0370.degrees latitude (g = 980.6199 gals.).
 LH0370
 LH0370.The modeled gravity was interpolated from observed gravity values.
 LH0370
 LH0370;                    North         East    Units  Estimated Accuracy
 LH0370;SPC NE       -    29,090.      600,700.      MT  (+/- 180 meters Scaled)
 LH0370
 LH0370                          SUPERSEDED SURVEY CONTROL
 LH0370
 LH0370  NGVD 29 (??/??/92)  542.885  (m)         1781.12   (f) ADJ UNCH    2 0
 LH0370
 LH0370.Superseded values are not recommended for survey control.
 LH0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0370.See file dsdata.txt to determine how the superseded data were derived.
 LH0370
 LH0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK154376(NAD 83)
 LH0370_MARKER: DB = BENCH MARK DISK
 LH0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0370_SP_SET: PIER
 LH0370_STAMPING: M 167 1934
 LH0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0370
 LH0370  HISTORY     - Date     Condition        Report By
 LH0370  HISTORY     - 1934     MONUMENTED       CGS
 LH0370  HISTORY     - 1984     GOOD             LOCSUR
 LH0370
 LH0370                          STATION DESCRIPTION
 LH0370
 LH0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0370'3.4 MI W FROM FRANKLIN.
 LH0370'3.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0370'RAILROAD FROM THE STATION AT RIVERTON, FRANKLIN COUNTY, AT
 LH0370'BRIDGE NO. 211.49, AND IN THE TOP OF THE NORTH END OF THE
 LH0370'WESTMOST PIER.  A STANDARD DISK, STAMPED M 167 1934.
 LH0370
 LH0370                          STATION RECOVERY (1984)
 LH0370
 LH0370'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0331 ***********************************************************************
 LH0331  DESIGNATION -  M 168
 LH0331  PID         -  LH0331
 LH0331  STATE/COUNTY-  NE/KEARNEY
 LH0331  USGS QUAD   -  HOLSTEIN (1969)
 LH0331
 LH0331                         *CURRENT SURVEY CONTROL
 LH0331  ___________________________________________________________________
 LH0331* NAD 83(1986)-  40 28 27.     (N)    098 44 33.     (W)     SCALED    
 LH0331* NAVD 88     -       623.526  (meters)    2045.68   (feet)  ADJUSTED  
 LH0331  ___________________________________________________________________
 LH0331  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 LH0331  DYNAMIC HT  -         623.161 (meters)    2044.49  (feet)  COMP
 LH0331  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 LH0331
 LH0331  VERT ORDER  -  SECOND    CLASS 0
 LH0331
 LH0331.The horizontal coordinates were scaled from a topographic map and have
 LH0331.an estimated accuracy of +/- 6 seconds.
 LH0331
 LH0331.The orthometric height was determined by differential leveling
 LH0331.and adjusted by the National Geodetic Survey in June 1991..
 LH0331
 LH0331.The geoid height was determined by GEOID03.
 LH0331
 LH0331.The dynamic height is computed by dividing the NAVD 88
 LH0331.geopotential number by the normal gravity value computed on the
 LH0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0331.degrees latitude (g = 980.6199 gals.).
 LH0331
 LH0331.The modeled gravity was interpolated from observed gravity values.
 LH0331
 LH0331;                    North         East    Units  Estimated Accuracy
 LH0331;SPC NE       -    71,930.      606,610.      MT  (+/- 180 meters Scaled)
 LH0331
 LH0331                          SUPERSEDED SURVEY CONTROL
 LH0331
 LH0331  NGVD 29 (??/??/92)  623.277  (m)         2044.87   (f) ADJ UNCH    2 0
 LH0331
 LH0331.Superseded values are not recommended for survey control.
 LH0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0331.See file dsdata.txt to determine how the superseded data were derived.
 LH0331
 LH0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK218804(NAD 83)
 LH0331_MARKER: DB = BENCH MARK DISK
 LH0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0331_STAMPING: M 168 1934
 LH0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0331+STABILITY: SURFACE MOTION
 LH0331
 LH0331  HISTORY     - Date     Condition        Report By
 LH0331  HISTORY     - 1934     MONUMENTED       CGS
 LH0331  HISTORY     - 1949     GOOD             NGS
 LH0331
 LH0331                          STATION DESCRIPTION
 LH0331
 LH0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LH0331'4.9 MI W FROM HOLSTEIN.
 LH0331'IN KEARNEY COUNTY, 4.9 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LH0331'AND QUINCY RAILROAD FROM THE WATER TOWER AT HOLSTEIN, ADAMS
 LH0331'COUNTY, 5 RAILS EAST OF THE CENTER OF A ROAD CROSSING, AND 45
 LH0331'FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 LH0331'STAMPED M 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0255 ***********************************************************************
 LG0255  DESIGNATION -  M 169
 LG0255  PID         -  LG0255
 LG0255  STATE/COUNTY-  NE/GAGE
 LG0255  USGS QUAD   -  HARBINE (1970)
 LG0255
 LG0255                         *CURRENT SURVEY CONTROL
 LG0255  ___________________________________________________________________
 LG0255* NAD 83(1986)-  40 13 08.     (N)    096 54 34.     (W)     SCALED    
 LG0255* NAVD 88     -       437.870  (meters)    1436.58   (feet)  ADJUSTED  
 LG0255  ___________________________________________________________________
 LG0255  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 LG0255  DYNAMIC HT  -         437.630 (meters)    1435.79  (feet)  COMP
 LG0255  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 LG0255
 LG0255  VERT ORDER  -  SECOND    CLASS 0
 LG0255
 LG0255.The horizontal coordinates were scaled from a topographic map and have
 LG0255.an estimated accuracy of +/- 6 seconds.
 LG0255
 LG0255.The orthometric height was determined by differential leveling
 LG0255.and adjusted by the National Geodetic Survey in June 1991..
 LG0255
 LG0255.The geoid height was determined by GEOID03.
 LG0255
 LG0255.The dynamic height is computed by dividing the NAVD 88
 LG0255.geopotential number by the normal gravity value computed on the
 LG0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0255.degrees latitude (g = 980.6199 gals.).
 LG0255
 LG0255.The modeled gravity was interpolated from observed gravity values.
 LG0255
 LG0255;                    North         East    Units  Estimated Accuracy
 LG0255;SPC NE       -    47,510.      762,990.      MT  (+/- 180 meters Scaled)
 LG0255
 LG0255                          SUPERSEDED SURVEY CONTROL
 LG0255
 LG0255  NGVD 29 (??/??/92)  437.730  (m)         1436.12   (f) ADJ UNCH    2 0
 LG0255
 LG0255.Superseded values are not recommended for survey control.
 LG0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0255.See file dsdata.txt to determine how the superseded data were derived.
 LG0255
 LG0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK778541(NAD 83)
 LG0255_MARKER: DB = BENCH MARK DISK
 LG0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0255_STAMPING: M 169 1934
 LG0255_MARK LOGO: CGS   
 LG0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0255+STABILITY: SURFACE MOTION
 LG0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0255+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1988
 LG0255
 LG0255  HISTORY     - Date     Condition        Report By
 LG0255  HISTORY     - 1934     MONUMENTED       CGS
 LG0255  HISTORY     - 19881004 POOR             NGS
 LG0255
 LG0255                          STATION DESCRIPTION
 LG0255
 LG0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0255'1.8 MI W FROM ELLIS.
 LG0255'1.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0255'RAILROAD FROM THE STATION AT ELLIS, GAGE COUNTY, 57 FEET NORTH
 LG0255'OF THE CENTERLINE OF THE TRACK, AND 36 FEET SOUTH OF THE
 LG0255'CENTERLINE OF STATE HIGHWAY 3.  A STANDARD DISK, STAMPED M 169
 LG0255'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0255
 LG0255                          STATION RECOVERY (1988)
 LG0255
 LG0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JAO)
 LG0255'THE MARK WAS RECOVERED IN POOR CONDITION, WITH A PORTION OF THE NORTH
 LG0255'SIDE BROKEN AWAY.  THE MARK LEANS VISIBLY TO THE SOUTH. TO REACH FROM
 LG0255'A GRAIN STORAGE ELEVATOR, AT ELLIS, GO WEST ON U.S. HIGHWAY 136 FOR
 LG0255'2.90 KM (1.80 MI) TO THE MARK ON THE LEFT, 16.46 M (54.00 FT) SOUTH
 LG0255'FROM THE CENTERLINE OF THE HIGHWAY, 0.30 M (0.98 FT) EAST FROM A
 LG0255'WITNESS POST AND SET INTO THE TOP OF A 36 CM ROUND CONCRETE POST THAT
 LG0255'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0566 ***********************************************************************
 ML0566  DESIGNATION -  M 17
 ML0566  PID         -  ML0566
 ML0566  STATE/COUNTY-  NE/LOUP
 ML0566  USGS QUAD   -  TAYLOR (1978)
 ML0566
 ML0566                         *CURRENT SURVEY CONTROL
 ML0566  ___________________________________________________________________
 ML0566* NAD 83(1986)-  41 45 24.     (N)    099 22 34.     (W)     SCALED    
 ML0566* NAVD 88     -       699.976  (meters)    2296.50   (feet)  ADJUSTED  
 ML0566  ___________________________________________________________________
 ML0566  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 ML0566  DYNAMIC HT  -         699.637 (meters)    2295.39  (feet)  COMP
 ML0566  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 ML0566
 ML0566  VERT ORDER  -  FIRST     CLASS II
 ML0566
 ML0566.The horizontal coordinates were scaled from a topographic map and have
 ML0566.an estimated accuracy of +/- 6 seconds.
 ML0566
 ML0566.The orthometric height was determined by differential leveling
 ML0566.and adjusted by the National Geodetic Survey in June 1991..
 ML0566
 ML0566.The geoid height was determined by GEOID03.
 ML0566
 ML0566.The dynamic height is computed by dividing the NAVD 88
 ML0566.geopotential number by the normal gravity value computed on the
 ML0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0566.degrees latitude (g = 980.6199 gals.).
 ML0566
 ML0566.The modeled gravity was interpolated from observed gravity values.
 ML0566
 ML0566;                    North         East    Units  Estimated Accuracy
 ML0566;SPC NE       -   213,730.      551,870.      MT  (+/- 180 meters Scaled)
 ML0566
 ML0566                          SUPERSEDED SURVEY CONTROL
 ML0566
 ML0566  NGVD 29 (??/??/92)  699.721  (m)         2295.67   (f) ADJ UNCH    1 2
 ML0566
 ML0566.Superseded values are not recommended for survey control.
 ML0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0566.See file dsdata.txt to determine how the superseded data were derived.
 ML0566
 ML0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM687228(NAD 83)
 ML0566_MARKER: DB = BENCH MARK DISK
 ML0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0566+STABILITY: SURFACE MOTION
 ML0566
 ML0566  HISTORY     - Date     Condition        Report By
 ML0566  HISTORY     - UNK      MONUMENTED       CGS
 ML0566  HISTORY     - 1933     GOOD             NGS
 ML0566  HISTORY     - 1935     GOOD             NGS
 ML0566
 ML0566                          STATION DESCRIPTION
 ML0566
 ML0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0566'1 MI S FROM TAYLOR.
 ML0566'1 MILE SOUTH.  MARK IS LOCATED 300 FT. NORTH OF T ROAD WHERE HWY.
 ML0566'53 TURNS EAST FROM HWY. 83.  IT IS 32 FT. WEST OF CENTER OF HWY.
 ML0566'83 AND IS 2 FT. WEST OF A FENCE.
 ML0566
 ML0566                          STATION RECOVERY (1935)
 ML0566
 ML0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 ML0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1149 ***********************************************************************
 ML1149  DESIGNATION -  M 17 3
 ML1149  PID         -  ML1149
 ML1149  STATE/COUNTY-  NE/CUSTER
 ML1149  USGS QUAD   -  MASON CITY (1978)
 ML1149
 ML1149                         *CURRENT SURVEY CONTROL
 ML1149  ___________________________________________________________________
 ML1149* NAD 83(1995)-  41 12 20.72064(N)    099 18 09.08449(W)     ADJUSTED  
 ML1149* NAVD 88     -       735.     (meters)    2411.     (feet)  SCALED    
 ML1149  ___________________________________________________________________
 ML1149  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 ML1149  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 ML1149
 ML1149  HORZ ORDER  -  SECOND
 ML1149
 ML1149.The horizontal coordinates were established by classical geodetic methods
 ML1149.and adjusted by the National Geodetic Survey in August 1997..
 ML1149
 ML1149.The orthometric height was scaled from a topographic map.
 ML1149
 ML1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1149
 ML1149.The geoid height was determined by GEOID03.
 ML1149
 ML1149;                    North         East     Units Scale Factor Converg.
 ML1149;SPC NE       -   152,609.960   558,479.640   MT  0.99967224   +0 27 44.0
 ML1149;UTM  14      - 4,561,642.420   474,636.583   MT  0.99960792   -0 11 57.5
 ML1149
 ML1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1149!SPC NE       -   0.99988838  x   0.99967224  =   0.99956066
 ML1149!UTM  14      -   0.99988838  x   0.99960792  =   0.99949635
 ML1149
 ML1149:                Primary Azimuth Mark                     Grid Az
 ML1149:SPC NE       -  MASON CITY MUNICIPAL STANDPIPE           000 45 21.1
 ML1149:UTM  14      -  MASON CITY MUNICIPAL STANDPIPE           001 25 02.6
 ML1149
 ML1149|---------------------------------------------------------------------|
 ML1149| PID    Reference Object                     Distance      Geod. Az  |
 ML1149|                                                           dddmmss.s |
 ML1149| ML1150 MASON CITY MUNICIPAL STANDPIPE      APPROX. 1.7 KM 0011305.1 |
 ML1149| ML1148 LITCHFIELD MUNICIPAL STANDPIPE      APPROX.13.3 KM 1120911.0 |
 ML1149| CN9930 M 17 3 RM 1                          27.801 METERS 15009     |
 ML1149| CN9931 M 17 3 RM 2                          27.480 METERS 20805     |
 ML1149| CN9929 M 17 3 AZ MK                                       2670306.9 |
 ML1149|---------------------------------------------------------------------|
 ML1149
 ML1149                          SUPERSEDED SURVEY CONTROL
 ML1149
 ML1149  NAD 83(1986)-  41 12 20.72842(N)    099 18 09.08886(W) AD(       ) 2
 ML1149  NAD 27      -  41 12 20.69800(N)    099 18 07.73700(W) AD(       ) 2
 ML1149
 ML1149.Superseded values are not recommended for survey control.
 ML1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1149.See file dsdata.txt to determine how the superseded data were derived.
 ML1149
 ML1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7463761642(NAD 83)
 ML1149_MARKER: DD = SURVEY DISK
 ML1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1149
 ML1149  HISTORY     - Date     Condition        Report By
 ML1149  HISTORY     - 1951     MONUMENTED       BOR
 ML1149
 ML1149                          STATION DESCRIPTION
 ML1149
 ML1149'DESCRIBED BY US BUREAU OF RECLAMATION 1951 (RLE)
 ML1149'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF MASON CITY
 ML1149'AND ON A HIGH PROMINENT HILL IN A PASTURE.  IT IS 100.0 FEET
 ML1149'NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD AND 80.0 FEET
 ML1149'NORTH OF AN EAST-WEST FENCE LINE.  IT IS A STANDARD U.S.B.R.
 ML1149'BENCH MARK DISK SET A 6 INCH SQUARE CONCRETE POST PROJECTING
 ML1149'4 INCHES AND STAMPED M 17 3.
 ML1149'
 ML1149'REFERENCE MARK NO. 1 IS 20.0 FEET NORTH OF THE CENTER OF AN
 ML1149'EAST-WEST DIRT ROAD AND SET IN AN EAST-WEST FENCE LINE.  IT
 ML1149'IS ABOUT 2.0 FEET BELOW THE LEVEL OF THE STATION.  IT PROJECTS
 ML1149'2 INCHES AND IS STAMPED M 17 3 NO 1 1951.
 ML1149'
 ML1149'REFERENCE MARK NO. 2 IS 20.0 FEET NORTH OF THE CENTER OF AN
 ML1149'EAST-WEST DIRT ROAD AND SET IN AN EAST-WEST FENCE LINE.  IT IS
 ML1149'ABOUT 3.0 FEET BELOW THE LEVEL OF THE STATION.  IT PROJECTS
 ML1149'2 INCHES AND IS STAMPED M 17 3 NO 2 1951.
 ML1149'
 ML1149'THE DISTANCE BETWEEN REFERENCE MARKS IS 87.8 FEET.
 ML1149'
 ML1149'THE AZIMUTH MARK IS LOCATED 0.5 MILE WEST OF THE STATION,
 ML1149'28.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, 2.0
 ML1149'FEET EAST OF A POWERLINE POLE AND 2.0 FEET EAST OF A WITNESS
 ML1149'POST.  IT PROJECTS 6 INCHES AND IS STAMPED M 17 3 1951.
 ML1149'
 ML1149'TO REACH THE STATION FROM THE POST OFFICE IN MASON CITY,
 ML1149'GO SOUTH ON A GRAVELED ROAD FOR 1.2 MILES TO A T ROAD WEST.
 ML1149'TURN RIGHT, WEST, ON A DIRT ROAD FOR 0.1 MILE TO THE TOP OF
 ML1149'THE HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0588 ***********************************************************************
 LG0588  DESIGNATION -  M 170
 LG0588  PID         -  LG0588
 LG0588  STATE/COUNTY-  NE/CLAY
 LG0588  USGS QUAD   -  EDGAR (1960)
 LG0588
 LG0588                         *CURRENT SURVEY CONTROL
 LG0588  ___________________________________________________________________
 LG0588* NAD 83(1986)-  40 21 54.     (N)    097 59 01.     (W)     SCALED    
 LG0588* NAVD 88     -       524.749  (meters)    1721.61   (feet)  ADJUSTED  
 LG0588  ___________________________________________________________________
 LG0588  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 LG0588  DYNAMIC HT  -         524.446 (meters)    1720.62  (feet)  COMP
 LG0588  MODELED GRAV-     980,031.5   (mgal)                       NAVD 88
 LG0588
 LG0588  VERT ORDER  -  SECOND    CLASS 0
 LG0588
 LG0588.The horizontal coordinates were scaled from a topographic map and have
 LG0588.an estimated accuracy of +/- 6 seconds.
 LG0588
 LG0588.The orthometric height was determined by differential leveling
 LG0588.and adjusted by the National Geodetic Survey in June 1991..
 LG0588
 LG0588.The geoid height was determined by GEOID03.
 LG0588
 LG0588.The dynamic height is computed by dividing the NAVD 88
 LG0588.geopotential number by the normal gravity value computed on the
 LG0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0588.degrees latitude (g = 980.6199 gals.).
 LG0588
 LG0588.The modeled gravity was interpolated from observed gravity values.
 LG0588
 LG0588;                    North         East    Units  Estimated Accuracy
 LG0588;SPC NE       -    61,030.      671,230.      MT  (+/- 180 meters Scaled)
 LG0588
 LG0588                          SUPERSEDED SURVEY CONTROL
 LG0588
 LG0588  NGVD 29 (??/??/92)  524.552  (m)         1720.97   (f) ADJ UNCH    2 0
 LG0588
 LG0588.Superseded values are not recommended for survey control.
 LG0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0588.See file dsdata.txt to determine how the superseded data were derived.
 LG0588
 LG0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK862687(NAD 83)
 LG0588_MARKER: DB = BENCH MARK DISK
 LG0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0588_STAMPING: M 170 1934
 LG0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0588+STABILITY: SURFACE MOTION
 LG0588
 LG0588  HISTORY     - Date     Condition        Report By
 LG0588  HISTORY     - 1934     MONUMENTED       CGS
 LG0588
 LG0588                          STATION DESCRIPTION
 LG0588
 LG0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0588'0.8 MI W FROM EDGAR.
 LG0588'0.8 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0588'FROM THE UNION PACIFIC STATION AT EDGAR, CLAY COUNTY, 6 RAILS
 LG0588'WEST OF A ROAD CROSSING, AND 45 FEET SOUTH OF THE CENTERLINE
 LG0588'OF THE TRACK.  A STANDARD DISK, STAMPED M 170 1934 AND SET IN THE
 LG0588'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0569 ***********************************************************************
 LG0569  DESIGNATION -  M 171
 LG0569  PID         -  LG0569
 LG0569  STATE/COUNTY-  NE/JEFFERSON
 LG0569  USGS QUAD   -  FAIRBURY (1980)
 LG0569
 LG0569                         *CURRENT SURVEY CONTROL
 LG0569  ___________________________________________________________________
 LG0569* NAD 83(1986)-  40 08 55.     (N)    097 11 43.     (W)     SCALED    
 LG0569* NAVD 88     -       402.653  (meters)    1321.04   (feet)  ADJUSTED  
 LG0569  ___________________________________________________________________
 LG0569  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 LG0569  DYNAMIC HT  -         402.424 (meters)    1320.29  (feet)  COMP
 LG0569  MODELED GRAV-     980,044.7   (mgal)                       NAVD 88
 LG0569
 LG0569  VERT ORDER  -  SECOND    CLASS 0
 LG0569
 LG0569.The horizontal coordinates were scaled from a topographic map and have
 LG0569.an estimated accuracy of +/- 6 seconds.
 LG0569
 LG0569.The orthometric height was determined by differential leveling
 LG0569.and adjusted by the National Geodetic Survey in June 1991..
 LG0569
 LG0569.The geoid height was determined by GEOID03.
 LG0569
 LG0569.The dynamic height is computed by dividing the NAVD 88
 LG0569.geopotential number by the normal gravity value computed on the
 LG0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0569.degrees latitude (g = 980.6199 gals.).
 LG0569
 LG0569.The modeled gravity was interpolated from observed gravity values.
 LG0569
 LG0569;                    North         East    Units  Estimated Accuracy
 LG0569;SPC NE       -    38,880.      738,930.      MT  (+/- 180 meters Scaled)
 LG0569
 LG0569                          SUPERSEDED SURVEY CONTROL
 LG0569
 LG0569  NGVD 29 (??/??/92)  402.506  (m)         1320.56   (f) ADJ UNCH    2 0
 LG0569
 LG0569.Superseded values are not recommended for survey control.
 LG0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0569.See file dsdata.txt to determine how the superseded data were derived.
 LG0569
 LG0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK537458(NAD 83)
 LG0569_MARKER: DB = BENCH MARK DISK
 LG0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0569_SP_SET: BRIDGE
 LG0569_STAMPING: M 171 1934
 LG0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0569
 LG0569  HISTORY     - Date     Condition        Report By
 LG0569  HISTORY     - 1934     MONUMENTED       CGS
 LG0569  HISTORY     - 1960     MARK NOT FOUND   USGS
 LG0569
 LG0569                          STATION DESCRIPTION
 LG0569
 LG0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0569'1.2 MI NW FROM FAIRBURY.
 LG0569'1.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0569'COUNTY COURTHOUSE AT FAIRBURY, JEFFERSON COUNTY, 135 FEET NORTH
 LG0569'OF RAILROAD BRIDGE 154+07, AT A HIGHWAY BRIDGE, AND IN THE
 LG0569'TOP OF THE SOUTHEAST CONCRETE HEADWALL.  A STANDARD DISK, STAMPED
 LG0569'M 171 1934.  NOTE-- THIS COUNTY HIGHWAY HAS BEEN REGRADED
 LG0569'AND APPARENTLY THE BRIDGE HAS BEEN EXTENSIVELY REPAIRED OR REBUILT
 LG0569'IN LAST YEAR.
 LG0569
 LG0569                          STATION RECOVERY (1960)
 LG0569
 LG0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LG0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0543 ***********************************************************************
 LG0543  DESIGNATION -  M 172
 LG0543  PID         -  LG0543
 LG0543  STATE/COUNTY-  NE/THAYER
 LG0543  USGS QUAD   -  HUBBELL (1980)
 LG0543
 LG0543                         *CURRENT SURVEY CONTROL
 LG0543  ___________________________________________________________________
 LG0543* NAD 83(1986)-  40 03 33.     (N)    097 23 38.     (W)     SCALED    
 LG0543* NAVD 88     -       431.252  (meters)    1414.87   (feet)  ADJUSTED  
 LG0543  ___________________________________________________________________
 LG0543  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 LG0543  DYNAMIC HT  -         431.005 (meters)    1414.06  (feet)  COMP
 LG0543  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 LG0543
 LG0543  VERT ORDER  -  SECOND    CLASS 0
 LG0543
 LG0543.The horizontal coordinates were scaled from a topographic map and have
 LG0543.an estimated accuracy of +/- 6 seconds.
 LG0543
 LG0543.The orthometric height was determined by differential leveling
 LG0543.and adjusted by the National Geodetic Survey in June 1991..
 LG0543
 LG0543.The geoid height was determined by GEOID03.
 LG0543
 LG0543.The dynamic height is computed by dividing the NAVD 88
 LG0543.geopotential number by the normal gravity value computed on the
 LG0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0543.degrees latitude (g = 980.6199 gals.).
 LG0543
 LG0543.The modeled gravity was interpolated from observed gravity values.
 LG0543
 LG0543;                    North         East    Units  Estimated Accuracy
 LG0543;SPC NE       -    28,430.      722,310.      MT  (+/- 180 meters Scaled)
 LG0543
 LG0543                          SUPERSEDED SURVEY CONTROL
 LG0543
 LG0543  NGVD 29 (??/??/92)  431.098  (m)         1414.36   (f) ADJ UNCH    2 0
 LG0543
 LG0543.Superseded values are not recommended for survey control.
 LG0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0543.See file dsdata.txt to determine how the superseded data were derived.
 LG0543
 LG0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK369355(NAD 83)
 LG0543_MARKER: DB = BENCH MARK DISK
 LG0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0543_SP_SET: CONCRETE PIER
 LG0543_STAMPING: M 172 1934
 LG0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0543
 LG0543  HISTORY     - Date     Condition        Report By
 LG0543  HISTORY     - 1934     MONUMENTED       CGS
 LG0543
 LG0543                          STATION DESCRIPTION
 LG0543
 LG0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0543'3.1 MI W FROM REYNOLDS.
 LG0543'IN THAYER COUNTY, 3.1 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LG0543'AND QUINCY RAILROAD FROM THE STATION AT REYNOLDS, JEFFERSON
 LG0543'COUNTY, 250 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 3 S,
 LG0543'AT THE SOUTHWEST CORNER OF RAILROAD BRIDGE NO. 131.58, AND IN
 LG0543'THE TOP OF A CONCRETE PIER.  A STANDARD DISK, STAMPED M 172 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0621 ***********************************************************************
 LG0621  DESIGNATION -  M 173
 LG0621  PID         -  LG0621
 LG0621  STATE/COUNTY-  NE/THAYER
 LG0621  USGS QUAD   -  BRUNING (1960)
 LG0621
 LG0621                         *CURRENT SURVEY CONTROL
 LG0621  ___________________________________________________________________
 LG0621* NAD 83(1986)-  40 17 33.     (N)    097 34 01.     (W)     SCALED    
 LG0621* NAVD 88     -       478.915  (meters)    1571.24   (feet)  ADJUSTED  
 LG0621  ___________________________________________________________________
 LG0621  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 LG0621  DYNAMIC HT  -         478.635 (meters)    1570.32  (feet)  COMP
 LG0621  MODELED GRAV-     980,025.2   (mgal)                       NAVD 88
 LG0621
 LG0621  VERT ORDER  -  SECOND    CLASS 0
 LG0621
 LG0621.The horizontal coordinates were scaled from a topographic map and have
 LG0621.an estimated accuracy of +/- 6 seconds.
 LG0621
 LG0621.The orthometric height was determined by differential leveling
 LG0621.and adjusted by the National Geodetic Survey in June 1991..
 LG0621
 LG0621.The geoid height was determined by GEOID03.
 LG0621
 LG0621.The dynamic height is computed by dividing the NAVD 88
 LG0621.geopotential number by the normal gravity value computed on the
 LG0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0621.degrees latitude (g = 980.6199 gals.).
 LG0621
 LG0621.The modeled gravity was interpolated from observed gravity values.
 LG0621
 LG0621;                    North         East    Units  Estimated Accuracy
 LG0621;SPC NE       -    53,890.      706,830.      MT  (+/- 180 meters Scaled)
 LG0621
 LG0621                          SUPERSEDED SURVEY CONTROL
 LG0621
 LG0621  NGVD 29 (??/??/92)  478.734  (m)         1570.65   (f) ADJ UNCH    2 0
 LG0621
 LG0621.Superseded values are not recommended for survey control.
 LG0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0621.See file dsdata.txt to determine how the superseded data were derived.
 LG0621
 LG0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK218612(NAD 83)
 LG0621_MARKER: DB = BENCH MARK DISK
 LG0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0621_SP_SET: CONCRETE POST
 LG0621_STAMPING: M 173 1934
 LG0621_MARK LOGO: CGS   
 LG0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0621+STABILITY: SURFACE MOTION
 LG0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0621+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1989
 LG0621
 LG0621  HISTORY     - Date     Condition        Report By
 LG0621  HISTORY     - 1934     MONUMENTED       CGS
 LG0621  HISTORY     - 1974     GOOD             NGS
 LG0621  HISTORY     - 19890404 POOR             NGS
 LG0621
 LG0621                          STATION DESCRIPTION
 LG0621
 LG0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0621'2.7 MI N FROM BELVIDERE.
 LG0621'2.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0621'FROM THE JUNCTION OF THE ST. JOSEPH AND GRAND ISLAND RAILWAY AT
 LG0621'BELVIDERE, THAYER COUNTY, AT A ROAD CROSSING, 40 FEET NORTH OF THE
 LG0621'CENTER LINE OF THE ROAD, AND 51 FEET EAST OF THE CENTER LINE OF
 LG0621'THE TRACK.  A STANDARD DISK, STAMPED M 173 1934 AND SET IN THE TOP
 LG0621'OF A CONCRETE POST.
 LG0621
 LG0621                          STATION RECOVERY (1974)
 LG0621
 LG0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LG0621'RECOVERED IN GOOD CONDITION.
 LG0621
 LG0621                          STATION RECOVERY (1989)
 LG0621
 LG0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LG0621'RECOVERED IN POOR CONDITION, 4.59 KM (2.85 MI) NORTH FROM BELVIDERE
 LG0621'AND 0.8 KM (0.50 MI) EAST FROM U.S. HIGHWAY 81 AND AT THE JUNCTION OF
 LG0621'A GRADED COUNTY ROAD AND A RAILROAD TRACK.
 LG0621'TO REACH THE MARK FROM THE BELVIDERE POST OFFICE, GO NORTH ON A COUNTY
 LG0621'ROAD FOR 4.59 KM (2.85 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 LG0621'A COUNTY ROAD FOR 0.80 KM (0.50 MI) TO THE RAILROAD CROSSING AND THE
 LG0621'MARK ON THE RIGHT, 15.45 M (50.7 FT) EAST FROM THE EAST RAIL OF THE
 LG0621'TRACKS, 9.4 M (30.8 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 2.26 M
 LG0621'(7.4 FT) WEST FROM A POWER POLE, 2.04 M (6.7 FT) SOUTHEAST FROM A
 LG0621'CONCRETE CORNER FENCE POST, 0.53 M (1.7 FT) EAST FROM A WITNESS POST
 LG0621'AND PROJECTING 0.18 M (0.6 FT) ABOVE THE GROUND.  PART OF THE MARK IS
 LG0621'CRUMBLING AWAY DUE TO FREEZING ACTION BETWEEN THE MARK AND THE OLD
 LG0621'METAL FORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0241 ***********************************************************************
 LG0241  DESIGNATION -  M 174
 LG0241  PID         -  LG0241
 LG0241  STATE/COUNTY-  NE/GAGE
 LG0241  USGS QUAD   -  BEATRICE EAST (1980)
 LG0241
 LG0241                         *CURRENT SURVEY CONTROL
 LG0241  ___________________________________________________________________
 LG0241* NAD 83(1986)-  40 18 57.     (N)    096 44 04.     (W)     SCALED    
 LG0241* NAVD 88     -       390.673  (meters)    1281.73   (feet)  ADJUSTED  
 LG0241  ___________________________________________________________________
 LG0241  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 LG0241  DYNAMIC HT  -         390.465 (meters)    1281.05  (feet)  COMP
 LG0241  MODELED GRAV-     980,082.8   (mgal)                       NAVD 88
 LG0241
 LG0241  VERT ORDER  -  SECOND    CLASS 0
 LG0241
 LG0241.The horizontal coordinates were scaled from a topographic map and have
 LG0241.an estimated accuracy of +/- 6 seconds.
 LG0241
 LG0241.The orthometric height was determined by differential leveling
 LG0241.and adjusted by the National Geodetic Survey in June 1991..
 LG0241
 LG0241.The geoid height was determined by GEOID03.
 LG0241
 LG0241.The dynamic height is computed by dividing the NAVD 88
 LG0241.geopotential number by the normal gravity value computed on the
 LG0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0241.degrees latitude (g = 980.6199 gals.).
 LG0241
 LG0241.The modeled gravity was interpolated from observed gravity values.
 LG0241
 LG0241;                    North         East    Units  Estimated Accuracy
 LG0241;SPC NE       -    58,810.      777,470.      MT  (+/- 180 meters Scaled)
 LG0241
 LG0241                          SUPERSEDED SURVEY CONTROL
 LG0241
 LG0241  NGVD 29 (??/??/92)  390.561  (m)         1281.37   (f) ADJ UNCH    2 0
 LG0241
 LG0241.Superseded values are not recommended for survey control.
 LG0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0241.See file dsdata.txt to determine how the superseded data were derived.
 LG0241
 LG0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK925652(NAD 83)
 LG0241_MARKER: DB = BENCH MARK DISK
 LG0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0241_SP_SET: CONCRETE PIER
 LG0241_STAMPING: M 174 1934
 LG0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0241
 LG0241  HISTORY     - Date     Condition        Report By
 LG0241  HISTORY     - 1934     MONUMENTED       CGS
 LG0241  HISTORY     - 1964     GOOD             NGS
 LG0241  HISTORY     - 1977     GOOD             LOCSUR
 LG0241
 LG0241                          STATION DESCRIPTION
 LG0241
 LG0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 LG0241'3.6 MI N FROM BEATRICE.
 LG0241'3.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0241'AT BEATRICE, GAGE COUNTY, AT THE NORTHWEST CORNER OF CONCRETE
 LG0241'BRIDGE 93.27, AND IN THE TOP OF A CONCRETE PIER.
 LG0241
 LG0241                          STATION RECOVERY (1977)
 LG0241
 LG0241'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LG0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0210 ***********************************************************************
 LG0210  DESIGNATION -  M 175
 LG0210  PID         -  LG0210
 LG0210  STATE/COUNTY-  NE/PAWNEE
 LG0210  USGS QUAD   -  PAWNEE CITY (1965)
 LG0210
 LG0210                         *CURRENT SURVEY CONTROL
 LG0210  ___________________________________________________________________
 LG0210* NAD 83(1986)-  40 06 50.     (N)    096 09 40.     (W)     SCALED    
 LG0210* NAVD 88     -       357.532  (meters)    1173.00   (feet)  ADJUSTED  
 LG0210  ___________________________________________________________________
 LG0210  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 LG0210  DYNAMIC HT  -         357.335 (meters)    1172.36  (feet)  COMP
 LG0210  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 LG0210
 LG0210  VERT ORDER  -  SECOND    CLASS 0
 LG0210
 LG0210.The horizontal coordinates were scaled from a topographic map and have
 LG0210.an estimated accuracy of +/- 6 seconds.
 LG0210
 LG0210.The orthometric height was determined by differential leveling
 LG0210.and adjusted by the National Geodetic Survey in June 1991..
 LG0210
 LG0210.The geoid height was determined by GEOID03.
 LG0210
 LG0210.The dynamic height is computed by dividing the NAVD 88
 LG0210.geopotential number by the normal gravity value computed on the
 LG0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0210.degrees latitude (g = 980.6199 gals.).
 LG0210
 LG0210.The modeled gravity was interpolated from observed gravity values.
 LG0210
 LG0210;                    North         East    Units  Estimated Accuracy
 LG0210;SPC NE       -    38,420.      827,150.      MT  (+/- 180 meters Scaled)
 LG0210
 LG0210                          SUPERSEDED SURVEY CONTROL
 LG0210
 LG0210  NGVD 29 (??/??/92)  357.426  (m)         1172.66   (f) ADJ UNCH    2 0
 LG0210
 LG0210.Superseded values are not recommended for survey control.
 LG0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0210.See file dsdata.txt to determine how the superseded data were derived.
 LG0210
 LG0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK419442(NAD 83)
 LG0210_MARKER: DB = BENCH MARK DISK
 LG0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0210_SP_SET: CULVERT
 LG0210_STAMPING: M 175 1934
 LG0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0210
 LG0210  HISTORY     - Date     Condition        Report By
 LG0210  HISTORY     - 1934     MONUMENTED       CGS
 LG0210
 LG0210                          STATION DESCRIPTION
 LG0210
 LG0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0210'AT PAWNEE CITY.
 LG0210'AT PAWNEE CITY, PAWNEE COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 LG0210'PACIFIC RAILROAD, 39 FEET NORTH OF THE CENTER LINE OF AN
 LG0210'UNDERPASS, AT THE EAST END OF A CONCRETE CULVERT, IN THE TOP OF THE
 LG0210'NORTH WING WALL, AND 33 FEET EAST OF THE CENTER LINE OF THE TRACK.
 LG0210'A STANDARD DISK, STAMPED M 175 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5248 ***********************************************************************
 DG5248  DESIGNATION -  M 175 RESET
 DG5248  PID         -  DG5248
 DG5248  STATE/COUNTY-  NE/PAWNEE
 DG5248  USGS QUAD   -  PAWNEE CITY (1965)
 DG5248
 DG5248                         *CURRENT SURVEY CONTROL
 DG5248  ___________________________________________________________________
 DG5248* NAD 83(1986)-  40 06 50.     (N)    096 09 40.     (W)     SCALED    
 DG5248* NAVD 88     -       357.07   (meters)    1171.5    (feet)  RESET     
 DG5248  ___________________________________________________________________
 DG5248  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DG5248
 DG5248  VERT ORDER  -  THIRD
 DG5248
 DG5248.The horizontal coordinates were scaled from a topographic map and have
 DG5248.an estimated accuracy of +/- 6 seconds.
 DG5248
 DG5248.The orthometric height was computed from unverified reset data.
 DG5248.No vertical observational check was made to the station.
 DG5248
 DG5248.The geoid height was determined by GEOID03.
 DG5248
 DG5248;                    North         East    Units  Estimated Accuracy
 DG5248;SPC NE       -    38,420.      827,150.      MT  (+/- 180 meters Scaled)
 DG5248
 DG5248                          SUPERSEDED SURVEY CONTROL
 DG5248
 DG5248.No superseded survey control is available for this station.
 DG5248
 DG5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK419442(NAD 83)
 DG5248_MARKER: DV = VERTICAL CONTROL DISK
 DG5248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5248_STAMPING: M 175 RESET 2003
 DG5248_MARK LOGO: NGS   
 DG5248_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5248+STABILITY: SURFACE MOTION
 DG5248
 DG5248  HISTORY     - Date     Condition        Report By
 DG5248  HISTORY     - 2003     MONUMENTED       NEDR
 DG5248
 DG5248                          STATION DESCRIPTION
 DG5248
 DG5248'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (JC)
 DG5248'BM IS 200 FEET EAST OF JUNCTION OF HIGHWAY 65 AND HIGHWAY 8 ON THE
 DG5248'WEST SIDE OF PAWNEE CITY NEAR CONCRETE STEPS OF CEMETERY. 26.41 FEET
 DG5248'NORTHWEST TO SOUTH EAST CORNER OF A TPED. 35.3 FEET NORTH OF THE
 DG5248'CENTERLINE OF HIGHWAY 8, 1.70 FEET WEST OF A FIBERGLASS WITNESS POST,
 DG5248'27.25 FEET NORTH EAST TO SOUTH WEST CORNER OF GRAVESTONE (HAMKINS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0172 ***********************************************************************
 LG0172  DESIGNATION -  M 176
 LG0172  PID         -  LG0172
 LG0172  STATE/COUNTY-  NE/JOHNSON
 LG0172  USGS QUAD   -  CRAB ORCHARD (1965)
 LG0172
 LG0172                         *CURRENT SURVEY CONTROL
 LG0172  ___________________________________________________________________
 LG0172* NAD 83(1986)-  40 21 36.     (N)    096 23 23.     (W)     SCALED    
 LG0172* NAVD 88     -       382.513  (meters)    1254.96   (feet)  ADJUSTED  
 LG0172  ___________________________________________________________________
 LG0172  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 LG0172  DYNAMIC HT  -         382.312 (meters)    1254.30  (feet)  COMP
 LG0172  MODELED GRAV-     980,087.1   (mgal)                       NAVD 88
 LG0172
 LG0172  VERT ORDER  -  SECOND    CLASS 0
 LG0172
 LG0172.The horizontal coordinates were scaled from a topographic map and have
 LG0172.an estimated accuracy of +/- 6 seconds.
 LG0172
 LG0172.The orthometric height was determined by differential leveling
 LG0172.and adjusted by the National Geodetic Survey in June 1991..
 LG0172
 LG0172.The geoid height was determined by GEOID03.
 LG0172
 LG0172.The dynamic height is computed by dividing the NAVD 88
 LG0172.geopotential number by the normal gravity value computed on the
 LG0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0172.degrees latitude (g = 980.6199 gals.).
 LG0172
 LG0172.The modeled gravity was interpolated from observed gravity values.
 LG0172
 LG0172;                    North         East    Units  Estimated Accuracy
 LG0172;SPC NE       -    64,880.      806,540.      MT  (+/- 180 meters Scaled)
 LG0172
 LG0172                          SUPERSEDED SURVEY CONTROL
 LG0172
 LG0172  NGVD 29 (??/??/92)  382.409  (m)         1254.62   (f) ADJ UNCH    2 0
 LG0172
 LG0172.Superseded values are not recommended for survey control.
 LG0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0172.See file dsdata.txt to determine how the superseded data were derived.
 LG0172
 LG0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK216709(NAD 83)
 LG0172_MARKER: DB = BENCH MARK DISK
 LG0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0172_STAMPING: M-176 1934
 LG0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0172+STABILITY: SURFACE MOTION
 LG0172
 LG0172  HISTORY     - Date     Condition        Report By
 LG0172  HISTORY     - 1931     MONUMENTED       CGS
 LG0172  HISTORY     - 1941     GOOD             NGS
 LG0172
 LG0172                          STATION DESCRIPTION
 LG0172
 LG0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 LG0172'2.4 MI NE FROM CRAB ORCHARD.
 LG0172'2.4 MILES NORTHEAST BURINGTON STATION AT CRAB ORCHARD.  ALONG
 LG0172'CHICAGO, BURLINGTON AND QUINCY RAILROAD.  36 FEET SOUTH
 LG0172'CENTER LINE OF A CROSS ROAD, AND 45 FEET EAST CENTER LINE OF
 LG0172'TRACKS.  60 FEET SOUTH OF MILEPOST 72.
 LG0172
 LG0172                          STATION RECOVERY (1941)
 LG0172
 LG0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LG0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0173 ***********************************************************************
 LG0173  DESIGNATION -  M 176 RESET
 LG0173  PID         -  LG0173
 LG0173  STATE/COUNTY-  NE/JOHNSON
 LG0173  USGS QUAD   -  CRAB ORCHARD (1965)
 LG0173
 LG0173                         *CURRENT SURVEY CONTROL
 LG0173  ___________________________________________________________________
 LG0173* NAD 83(1986)-  40 21 35.     (N)    096 23 23.     (W)     SCALED    
 LG0173* NAVD 88     -       382.36   (meters)    1254.5    (feet)  RESET     
 LG0173  ___________________________________________________________________
 LG0173  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 LG0173
 LG0173  VERT ORDER  -  THIRD
 LG0173
 LG0173.The horizontal coordinates were scaled from a topographic map and have
 LG0173.an estimated accuracy of +/- 6 seconds.
 LG0173
 LG0173.The orthometric height was computed from unverified reset data.
 LG0173
 LG0173.The geoid height was determined by GEOID03.
 LG0173
 LG0173;                    North         East    Units  Estimated Accuracy
 LG0173;SPC NE       -    64,850.      806,540.      MT  (+/- 180 meters Scaled)
 LG0173
 LG0173                          SUPERSEDED SURVEY CONTROL
 LG0173
 LG0173  NGVD 29 (??/??/??)  382.25   (m)         1254.1    (f) RESET       3  
 LG0173
 LG0173.Superseded values are not recommended for survey control.
 LG0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0173.See file dsdata.txt to determine how the superseded data were derived.
 LG0173
 LG0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK216709(NAD 83)
 LG0173_MARKER: DB = BENCH MARK DISK
 LG0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0173_SP_SET: CONCRETE HEADWALL
 LG0173_STAMPING: M 176 RESET 1956
 LG0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0173
 LG0173  HISTORY     - Date     Condition        Report By
 LG0173  HISTORY     - 1956     MONUMENTED       NEDR
 LG0173
 LG0173                          STATION DESCRIPTION
 LG0173
 LG0173'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1956
 LG0173'2.4 MI NE FROM CRAB ORCHARD.
 LG0173'2.4 MILES NORTHEAST ALONG THE ABANDONED CHICAGO, BURLINGTON
 LG0173'AND QUINCY RAILROAD FROM THE STATION AT CRAB ORCHARD, AT A ROAD
 LG0173'CROSSING, 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 LG0173'50 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 3.  SET IN
 LG0173'THE TOP OF A CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0491 ***********************************************************************
 LF0491  DESIGNATION -  M 177
 LF0491  PID         -  LF0491
 LF0491  STATE/COUNTY-  NE/NEMAHA
 LF0491  USGS QUAD   -  AUBURN (1966)
 LF0491
 LF0491                         *CURRENT SURVEY CONTROL
 LF0491  ___________________________________________________________________
 LF0491* NAD 83(1986)-  40 23 09.     (N)    095 50 39.     (W)     SCALED    
 LF0491* NAVD 88     -       324.792  (meters)    1065.59   (feet)  ADJUSTED  
 LF0491  ___________________________________________________________________
 LF0491  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LF0491  DYNAMIC HT  -         324.619 (meters)    1065.02  (feet)  COMP
 LF0491  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 LF0491
 LF0491  VERT ORDER  -  SECOND    CLASS 0
 LF0491
 LF0491.The horizontal coordinates were scaled from a topographic map and have
 LF0491.an estimated accuracy of +/- 6 seconds.
 LF0491
 LF0491.The orthometric height was determined by differential leveling
 LF0491.and adjusted by the National Geodetic Survey in June 1991..
 LF0491.WARNING-Repeat measurements at this control monument indicate possible
 LF0491.vertical movement.
 LF0491
 LF0491.The geoid height was determined by GEOID03.
 LF0491
 LF0491.The dynamic height is computed by dividing the NAVD 88
 LF0491.geopotential number by the normal gravity value computed on the
 LF0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0491.degrees latitude (g = 980.6199 gals.).
 LF0491
 LF0491.The modeled gravity was interpolated from observed gravity values.
 LF0491
 LF0491;                    North         East    Units  Estimated Accuracy
 LF0491;SPC NE       -    69,820.      852,690.      MT  (+/- 180 meters Scaled)
 LF0491
 LF0491                          SUPERSEDED SURVEY CONTROL
 LF0491
 LF0491  NGVD 29 (??/??/92)  324.709  (m)         1065.32   (f) ADJ UNCH    2 0
 LF0491
 LF0491.Superseded values are not recommended for survey control.
 LF0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0491.See file dsdata.txt to determine how the superseded data were derived.
 LF0491
 LF0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE585744(NAD 83)
 LF0491_MARKER: DB = BENCH MARK DISK
 LF0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0491_SP_SET: FLAG POLE BASE
 LF0491_STAMPING: M 177 1934
 LF0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0491
 LF0491  HISTORY     - Date     Condition        Report By
 LF0491  HISTORY     - 1934     MONUMENTED       CGS
 LF0491  HISTORY     - 1947     GOOD             NGS
 LF0491
 LF0491                          STATION DESCRIPTION
 LF0491
 LF0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0491'AT AUBURN.
 LF0491'AT AUBURN, AND IN THE COURT HOUSE LAWN WHICH IS IN THE PART OF
 LF0491'TOWN WHICH IS KNOWN AS SOUTH AUBURN, 102.0 FEET EAST OF THE
 LF0491'EAST WALL OF THE COURT HOUSE, 2.0 FEET SOUTH OF THE SOUTH EDGE OF
 LF0491'AN EAST-WEST CONCRETE WALK, SET IN TOP OF THE EAST SIDE OF THE
 LF0491'CONCRETE BASE FOR THE FLAG POLE, ABOUT THE SAME ELEVATION AS
 LF0491'THE CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0479 ***********************************************************************
 NN0479  DESIGNATION -  M 18
 NN0479  PID         -  NN0479
 NN0479  STATE/COUNTY-  NE/ROCK
 NN0479  USGS QUAD   -  HAGAN LAKE NE (1982)
 NN0479
 NN0479                         *CURRENT SURVEY CONTROL
 NN0479  ___________________________________________________________________
 NN0479* NAD 83(1986)-  42 25 10.     (N)    099 32 20.     (W)     SCALED    
 NN0479* NAVD 88     -       758.500  (meters)    2488.51   (feet)  ADJUSTED  
 NN0479  ___________________________________________________________________
 NN0479  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 NN0479  DYNAMIC HT  -         758.182 (meters)    2487.47  (feet)  COMP
 NN0479  MODELED GRAV-     980,176.9   (mgal)                       NAVD 88
 NN0479
 NN0479  VERT ORDER  -  FIRST     CLASS II
 NN0479
 NN0479.The horizontal coordinates were scaled from a topographic map and have
 NN0479.an estimated accuracy of +/- 6 seconds.
 NN0479
 NN0479.The orthometric height was determined by differential leveling
 NN0479.and adjusted by the National Geodetic Survey in June 1991..
 NN0479
 NN0479.The geoid height was determined by GEOID03.
 NN0479
 NN0479.The dynamic height is computed by dividing the NAVD 88
 NN0479.geopotential number by the normal gravity value computed on the
 NN0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0479.degrees latitude (g = 980.6199 gals.).
 NN0479
 NN0479.The modeled gravity was interpolated from observed gravity values.
 NN0479
 NN0479;                    North         East    Units  Estimated Accuracy
 NN0479;SPC NE       -   287,240.      537,940.      MT  (+/- 180 meters Scaled)
 NN0479
 NN0479                          SUPERSEDED SURVEY CONTROL
 NN0479
 NN0479  NGVD 29 (??/??/92)  758.242  (m)         2487.67   (f) ADJ UNCH    1 2
 NN0479
 NN0479.Superseded values are not recommended for survey control.
 NN0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0479.See file dsdata.txt to determine how the superseded data were derived.
 NN0479
 NN0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM556964(NAD 83)
 NN0479_MARKER: DB = BENCH MARK DISK
 NN0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0479_STAMPING: M 18 1933
 NN0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0479+STABILITY: SURFACE MOTION
 NN0479
 NN0479  HISTORY     - Date     Condition        Report By
 NN0479  HISTORY     - 1933     MONUMENTED       CGS
 NN0479  HISTORY     - 1956     GOOD             NGS
 NN0479
 NN0479                          STATION DESCRIPTION
 NN0479
 NN0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NN0479'11.1 MI S FROM BASSETT.
 NN0479'11.1 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF
 NN0479'U.S. HIGHWAYS 20 AND 183 IN BASSETT, ROCK COUNTY, NEAR THE
 NN0479'NORTH END OF AN S-CURVE, IN LINE WITH THE HIGHWAY TO THE NORTH,
 NN0479'ABOUT 120 FEET NORTHEAST OF THE NORTH TREE OF TWO ISOLATED
 NN0479'COTTONWOOD TREES, 75 FEET WEST OF THE CENTERLINE OF NEW U.S.
 NN0479'HIGHWAY 183 (HARD-SURFACED), AND 25 FEET WEST OF THE WEST
 NN0479'RIGHT-OF-WAY FENCE.  SET IN TOP OF A CONCRETE POST PROJECTING
 NN0479'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0480 ***********************************************************************
 NN0480  DESIGNATION -  M 18 RESET
 NN0480  PID         -  NN0480
 NN0480  STATE/COUNTY-  NE/ROCK
 NN0480  USGS QUAD   -  HAGAN LAKE NE (1982)
 NN0480
 NN0480                         *CURRENT SURVEY CONTROL
 NN0480  ___________________________________________________________________
 NN0480* NAD 83(1986)-  42 25 10.     (N)    099 32 20.     (W)     SCALED    
 NN0480* NAVD 88     -       758.51   (meters)    2488.5    (feet)  RESET     
 NN0480  ___________________________________________________________________
 NN0480  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 NN0480
 NN0480  VERT ORDER  -  THIRD
 NN0480
 NN0480.The horizontal coordinates were scaled from a topographic map and have
 NN0480.an estimated accuracy of +/- 6 seconds.
 NN0480
 NN0480.The orthometric height was computed from unverified reset data.
 NN0480.No vertical observational check was made to the station.
 NN0480
 NN0480.The geoid height was determined by GEOID03.
 NN0480
 NN0480;                    North         East    Units  Estimated Accuracy
 NN0480;SPC NE       -   287,240.      537,940.      MT  (+/- 180 meters Scaled)
 NN0480
 NN0480                          SUPERSEDED SURVEY CONTROL
 NN0480
 NN0480  NGVD 29 (08/02/06)  758.25   (m)         2487.7    (f) RESET       3  
 NN0480
 NN0480.Superseded values are not recommended for survey control.
 NN0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0480.See file dsdata.txt to determine how the superseded data were derived.
 NN0480
 NN0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM556964(NAD 83)
 NN0480_MARKER: DB = BENCH MARK DISK
 NN0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0480_STAMPING: M 18 1933 RESET 1975
 NN0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0480+STABILITY: SURFACE MOTION
 NN0480
 NN0480  HISTORY     - Date     Condition        Report By
 NN0480  HISTORY     - 1975     MONUMENTED       USGS
 NN0480
 NN0480                          STATION DESCRIPTION
 NN0480
 NN0480'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 NN0480'AT BASSETT.
 NN0480'AT BASSETT, 11.1 MILE SOUTH OF JUNCTION OF HIGHWAY 183 AND 20
 NN0480'ALONG HIGHWAY 183, NEAR THE NORTHEAST CORNER OF THE NORTHWEST
 NN0480'1/4 SECTION 9, T-28-N, R-19-W., 53 FEET WEST OF CENTER OF HIGHWAY
 NN0480'183, 50 FEET SOUTH OF POWER POLE, 1 FOOT EAST OF RIGHT-OF-WAY
 NN0480'FENCE, 122 FEET NORTH OF SMALL KNOLL.  SET IN CONCRETE POST AND
 NN0480'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0273 ***********************************************************************
 NN0273  DESIGNATION -  M 19
 NN0273  PID         -  NN0273
 NN0273  STATE/COUNTY-  NE/HOLT
 NN0273  USGS QUAD   -  SPENCER SOUTH (1952)
 NN0273
 NN0273                         *CURRENT SURVEY CONTROL
 NN0273  ___________________________________________________________________
 NN0273* NAD 83(1986)-  42 45 49.     (N)    098 39 27.     (W)     SCALED    
 NN0273* NAVD 88     -       526.233  (meters)    1726.48   (feet)  ADJUSTED  
 NN0273  ___________________________________________________________________
 NN0273  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 NN0273  DYNAMIC HT  -         526.042 (meters)    1725.86  (feet)  COMP
 NN0273  MODELED GRAV-     980,241.0   (mgal)                       NAVD 88
 NN0273
 NN0273  VERT ORDER  -  FIRST     CLASS II
 NN0273
 NN0273.The horizontal coordinates were scaled from a topographic map and have
 NN0273.an estimated accuracy of +/- 6 seconds.
 NN0273
 NN0273.The orthometric height was determined by differential leveling
 NN0273.and adjusted by the National Geodetic Survey in June 1991..
 NN0273
 NN0273.The geoid height was determined by GEOID03.
 NN0273
 NN0273.The dynamic height is computed by dividing the NAVD 88
 NN0273.geopotential number by the normal gravity value computed on the
 NN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0273.degrees latitude (g = 980.6199 gals.).
 NN0273
 NN0273.The modeled gravity was interpolated from observed gravity values.
 NN0273
 NN0273;                    North         East    Units  Estimated Accuracy
 NN0273;SPC NE       -   326,220.      609,870.      MT  (+/- 180 meters Scaled)
 NN0273
 NN0273                          SUPERSEDED SURVEY CONTROL
 NN0273
 NN0273  NGVD 29 (??/??/92)  525.983  (m)         1725.66   (f) ADJ UNCH    1 2
 NN0273
 NN0273.Superseded values are not recommended for survey control.
 NN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0273.See file dsdata.txt to determine how the superseded data were derived.
 NN0273
 NN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN280346(NAD 83)
 NN0273_MARKER: DB = BENCH MARK DISK
 NN0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0273_STAMPING: 1725.663 M 19 1933
 NN0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0273+STABILITY: SURFACE MOTION
 NN0273
 NN0273  HISTORY     - Date     Condition        Report By
 NN0273  HISTORY     - 1933     MONUMENTED       CGS
 NN0273  HISTORY     - 1953     POOR             USGS
 NN0273  HISTORY     - 1976     POOR             NGS
 NN0273
 NN0273                          STATION DESCRIPTION
 NN0273
 NN0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0273'8.9 MI SE FROM SPENCER.
 NN0273'IN HOLT COUNTY, 8.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 281 FROM
 NN0273'SPENCER, BOYD COUNTY, ABOUT 3 MILES SOUTH OF A BRIDGE OVER NIOBRARA
 NN0273'RIVER, ABOUT 2 MILES NORTH OF A BRIDGE OVER EAGLE CREEK, AT THE
 NN0273'TOP OF THE DIVIDE BETWEN NIOBRARA RIVER AND EAGLE CREEK, AT
 NN0273'THE NORTH EDGE, 0.1 MILE NORTH OF THE QUARTER-SECTION CORNER
 NN0273'OF SECTION 7, T 32 N, R 11 W, AND 40 FEET EAST OF THE CENTER
 NN0273'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 1725.663 M 19
 NN0273'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 NN0273'ABOVE GROUND.
 NN0273
 NN0273                          STATION RECOVERY (1953)
 NN0273
 NN0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NN0273'MARK RECOVERED IN POOR CONDITION.
 NN0273
 NN0273                          STATION RECOVERY (1976)
 NN0273
 NN0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NN0273'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0600 ***********************************************************************
 NN0600  DESIGNATION -  M 19 RESET
 NN0600  PID         -  NN0600
 NN0600  STATE/COUNTY-  NE/HOLT
 NN0600  USGS QUAD   -  SPENCER SOUTH (1952)
 NN0600
 NN0600                         *CURRENT SURVEY CONTROL
 NN0600  ___________________________________________________________________
 NN0600* NAD 83(1986)-  42 45 49.     (N)    098 39 27.     (W)     SCALED    
 NN0600* NAVD 88     -       525.25   (+/-2cm)    1723.3    (feet)  VERTCON   
 NN0600  ___________________________________________________________________
 NN0600  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 NN0600
 NN0600  VERT ORDER  -  THIRD (See Below)
 NN0600
 NN0600.The horizontal coordinates were scaled from a topographic map and have
 NN0600.an estimated accuracy of +/- 6 seconds.
 NN0600
 NN0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0600.The vertical order pertains to the NGVD 29 superseded value.
 NN0600
 NN0600.The geoid height was determined by GEOID03.
 NN0600
 NN0600;                    North         East    Units  Estimated Accuracy
 NN0600;SPC NE       -   326,220.      609,870.      MT  (+/- 180 meters Scaled)
 NN0600
 NN0600                          SUPERSEDED SURVEY CONTROL
 NN0600
 NN0600  NGVD 29 (08/02/06)  525.00   (m)         1722.4    (f) RESET       3  
 NN0600
 NN0600.Superseded values are not recommended for survey control.
 NN0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0600.See file dsdata.txt to determine how the superseded data were derived.
 NN0600
 NN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN280346(NAD 83)
 NN0600_MARKER: DB = BENCH MARK DISK
 NN0600_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0600+WITH SETTING: INTO GROUND
 NN0600_STAMPING: M 19 RESET 1976
 NN0600_PROJECTION: FLUSH
 NN0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0600+STABILITY: SURFACE MOTION
 NN0600_ROD/PIPE-DEPTH: 1.22 meters
 NN0600
 NN0600  HISTORY     - Date     Condition        Report By
 NN0600  HISTORY     - 1976     MONUMENTED       NGS
 NN0600
 NN0600                          STATION DESCRIPTION
 NN0600
 NN0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0600'8.9 MI SE FROM SPENCER.
 NN0600'6.1 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF U.S.
 NN0600'HIGHWAY 281 AND STATE HIGHWAY 12 ABOUT 3.0 MILES EAST OF SPENCER,
 NN0600'118 FEET EAST OF THE CENTER OF HIGHWAY 281, 80 FEET EAST-SOUTHEAST
 NN0600'OF A CONCRETE RIGHT-OF-WAY MARKER, 6-INCHES WEST OF A NORTH-SOUTH
 NN0600'FENCELINE AND ON THE SOUTH SLOPE OF HILL.
 NN0600'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0173 ***********************************************************************
 NN0173  DESIGNATION -  M 2
 NN0173  PID         -  NN0173
 NN0173  STATE/COUNTY-  NE/HOLT
 NN0173  USGS QUAD   -  PAGE (1986)
 NN0173
 NN0173                         *CURRENT SURVEY CONTROL
 NN0173  ___________________________________________________________________
 NN0173* NAD 83(1986)-  42 25 23.     (N)    098 26 01.     (W)     SCALED    
 NN0173* NAVD 88     -       625.690  (meters)    2052.78   (feet)  ADJUSTED  
 NN0173  ___________________________________________________________________
 NN0173  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 NN0173  DYNAMIC HT  -         625.447 (meters)    2051.99  (feet)  COMP
 NN0173  MODELED GRAV-     980,212.3   (mgal)                       NAVD 88
 NN0173
 NN0173  VERT ORDER  -  FIRST     CLASS II
 NN0173
 NN0173.The horizontal coordinates were scaled from a topographic map and have
 NN0173.an estimated accuracy of +/- 6 seconds.
 NN0173
 NN0173.The orthometric height was determined by differential leveling
 NN0173.and adjusted by the National Geodetic Survey in June 1991..
 NN0173
 NN0173.The geoid height was determined by GEOID03.
 NN0173
 NN0173.The dynamic height is computed by dividing the NAVD 88
 NN0173.geopotential number by the normal gravity value computed on the
 NN0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0173.degrees latitude (g = 980.6199 gals.).
 NN0173
 NN0173.The modeled gravity was interpolated from observed gravity values.
 NN0173
 NN0173;                    North         East    Units  Estimated Accuracy
 NN0173;SPC NE       -   288,710.      628,880.      MT  (+/- 180 meters Scaled)
 NN0173
 NN0173                          SUPERSEDED SURVEY CONTROL
 NN0173
 NN0173  NGVD 29 (??/??/92)  625.486  (m)         2052.12   (f) ADJ UNCH    1 2
 NN0173
 NN0173.Superseded values are not recommended for survey control.
 NN0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0173.See file dsdata.txt to determine how the superseded data were derived.
 NN0173
 NN0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM465969(NAD 83)
 NN0173_MARKER: DB = BENCH MARK DISK
 NN0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0173+STABILITY: SURFACE MOTION
 NN0173
 NN0173  HISTORY     - Date     Condition        Report By
 NN0173  HISTORY     - UNK      MONUMENTED       CGS
 NN0173  HISTORY     - 1949     GOOD             NGS
 NN0173  HISTORY     - 19971129 MARK NOT FOUND   LOCSUR
 NN0173
 NN0173                          STATION DESCRIPTION
 NN0173
 NN0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NN0173'1.7 MI N FROM PAGE.
 NN0173'1.7 MILES NORTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0173'AT PAGE, HOLT COUNTY, THENCE 1 MILE WEST ALONG A GRADED DIRT
 NN0173'ROAD, IN THE SOUTHWEST 1/4 OF SEC. 1, T. 28 N., R. 10 W., ON
 NN0173'LAND OWNED BY PETER NISSEN, 265.5 FEET SOUTHEAST OF PAGE SOUTHWEST
 NN0173'BASE, DESCRIBED BELOW, 59.5 FEET EAST OF THE SOUTHEAST CORNER
 NN0173'OF THE HOUSE, 69 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NN0173'CONCRETE WINDMILL PLATFORM, AND 7 FEET NORTH OF AN 8-INCH
 NN0173'CEDAR TREE.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE
 NN0173'LETTERS USBM IN THE TOP OF A LIMESTONE POST.
 NN0173
 NN0173                          STATION RECOVERY (1997)
 NN0173
 NN0173'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0173'THIS MONUMENT SHOULD BE CONSIDERED LOST.  THE HOUSE, WINDMILL, AND
 NN0173'CEDAR TREE DESCRIBED IN THE 1949 REPORT ARE ALL GONE, AND THE ENTIRE
 NN0173'AREA IS UNDER CULTIVATION WITH NO TRACE OF A FARM EVER BEING THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0166 ***********************************************************************
 NO0166  DESIGNATION -  M 20
 NO0166  PID         -  NO0166
 NO0166  STATE/COUNTY-  NE/CHERRY
 NO0166  USGS QUAD   -  ELL LAKE (1985)
 NO0166
 NO0166                         *CURRENT SURVEY CONTROL
 NO0166  ___________________________________________________________________
 NO0166* NAD 83(1986)-  42 43 21.     (N)    100 36 43.     (W)     SCALED    
 NO0166* NAVD 88     -       854.922  (meters)    2804.86   (feet)  ADJUSTED  
 NO0166  ___________________________________________________________________
 NO0166  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 NO0166  DYNAMIC HT  -         854.555 (meters)    2803.65  (feet)  COMP
 NO0166  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 NO0166
 NO0166  VERT ORDER  -  FIRST     CLASS II
 NO0166
 NO0166.The horizontal coordinates were scaled from a topographic map and have
 NO0166.an estimated accuracy of +/- 6 seconds.
 NO0166
 NO0166.The orthometric height was determined by differential leveling
 NO0166.and adjusted by the National Geodetic Survey in June 1991..
 NO0166
 NO0166.The geoid height was determined by GEOID03.
 NO0166
 NO0166.The dynamic height is computed by dividing the NAVD 88
 NO0166.geopotential number by the normal gravity value computed on the
 NO0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0166.degrees latitude (g = 980.6199 gals.).
 NO0166
 NO0166.The modeled gravity was interpolated from observed gravity values.
 NO0166
 NO0166;                    North         East    Units  Estimated Accuracy
 NO0166;SPC NE       -   320,970.      449,880.      MT  (+/- 180 meters Scaled)
 NO0166
 NO0166                          SUPERSEDED SURVEY CONTROL
 NO0166
 NO0166  NGVD 29 (??/??/92)  854.628  (m)         2803.89   (f) ADJ UNCH    1 2
 NO0166
 NO0166.Superseded values are not recommended for survey control.
 NO0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0166.See file dsdata.txt to determine how the superseded data were derived.
 NO0166
 NO0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN680312(NAD 83)
 NO0166_MARKER: DB = BENCH MARK DISK
 NO0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0166_STAMPING: 2803.892 M 20 1933
 NO0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0166+STABILITY: SURFACE MOTION
 NO0166
 NO0166  HISTORY     - Date     Condition        Report By
 NO0166  HISTORY     - 1933     MONUMENTED       CGS
 NO0166  HISTORY     - 1934     GOOD             NGS
 NO0166  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0166
 NO0166                          STATION DESCRIPTION
 NO0166
 NO0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0166'16 MI SW FROM VALENTINE.
 NO0166'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0166'VALENTINE, CHERRY COUNTY, THENCE 8.8 MILES SOUTHWEST ALONG A
 NO0166'DIRT ROAD, 0.9 MILE SOUTHWEST OF THE NORTH ENTRANCE TO THE
 NO0166'VALENTINE FISH HATCHERY SUBSTATION, 0.9 MILE NORTHEAST OF THE
 NO0166'FOREMANS RESIDENCE, AT THE NORTHWEST CORNER OF POND 7, 80 FEET
 NO0166'SOUTH OF A DAM, AND 50 FEET WEST OF THE CENTERLINE OF THE ROAD,
 NO0166'AND 30 FEET EAST OF THE POND.  A STANDARD DISK, STAMPED 2803.892
 NO0166'M 20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTION
 NO0166'4 INCHES ABOVE GROUND.
 NO0166
 NO0166                          STATION RECOVERY (1984)
 NO0166
 NO0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0049 ***********************************************************************
 LJ0049  DESIGNATION -  M 200
 LJ0049  PID         -  LJ0049
 LJ0049  STATE/COUNTY-  NE/FURNAS
 LJ0049  USGS QUAD   -  WILSONVILLE (1983)
 LJ0049
 LJ0049                         *CURRENT SURVEY CONTROL
 LJ0049  ___________________________________________________________________
 LJ0049* NAD 83(1986)-  40 06 40.     (N)    100 02 30.     (W)     SCALED    
 LJ0049* NAVD 88     -       693.868  (meters)    2276.47   (feet)  ADJUSTED  
 LJ0049  ___________________________________________________________________
 LJ0049  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 LJ0049  DYNAMIC HT  -         693.414 (meters)    2274.98  (feet)  COMP
 LJ0049  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 LJ0049
 LJ0049  VERT ORDER  -  SECOND    CLASS 0
 LJ0049
 LJ0049.The horizontal coordinates were scaled from a topographic map and have
 LJ0049.an estimated accuracy of +/- 6 seconds.
 LJ0049
 LJ0049.The orthometric height was determined by differential leveling
 LJ0049.and adjusted by the National Geodetic Survey in June 1991..
 LJ0049
 LJ0049.The geoid height was determined by GEOID03.
 LJ0049
 LJ0049.The dynamic height is computed by dividing the NAVD 88
 LJ0049.geopotential number by the normal gravity value computed on the
 LJ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0049.degrees latitude (g = 980.6199 gals.).
 LJ0049
 LJ0049.The modeled gravity was interpolated from observed gravity values.
 LJ0049
 LJ0049;                    North         East    Units  Estimated Accuracy
 LJ0049;SPC NE       -    30,840.      496,450.      MT  (+/- 180 meters Scaled)
 LJ0049
 LJ0049                          SUPERSEDED SURVEY CONTROL
 LJ0049
 LJ0049  NGVD 29 (??/??/92)  693.591  (m)         2275.56   (f) ADJ UNCH    2 0
 LJ0049
 LJ0049.Superseded values are not recommended for survey control.
 LJ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0049.See file dsdata.txt to determine how the superseded data were derived.
 LJ0049
 LJ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK112406(NAD 83)
 LJ0049_MARKER: DB = BENCH MARK DISK
 LJ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0049_STAMPING: M 200 1934
 LJ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0049+STABILITY: SURFACE MOTION
 LJ0049
 LJ0049  HISTORY     - Date     Condition        Report By
 LJ0049  HISTORY     - 1934     MONUMENTED       CGS
 LJ0049
 LJ0049                          STATION DESCRIPTION
 LJ0049
 LJ0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0049'3.4 MI E FROM WILSONVILLE.
 LJ0049'3.4 MILES EAST OF BURLINGTON RR STATION AT WILSONVILLE 7 POLES
 LJ0049'WEST OF MILE POST 32, 36 FEET SOUTH OF CENTERLINE OF C.B. AND
 LJ0049'Q. RR. TRACK, AND 27 FEET EAST OF CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0069 ***********************************************************************
 ML0069  DESIGNATION -  M 206 RESET
 ML0069  PID         -  ML0069
 ML0069  STATE/COUNTY-  NE/BOONE
 ML0069  USGS QUAD   -  CEDAR RAPIDS SE (1985)
 ML0069
 ML0069                         *CURRENT SURVEY CONTROL
 ML0069  ___________________________________________________________________
 ML0069* NAD 83(1986)-  41 34 03.     (N)    098 01 54.     (W)     SCALED    
 ML0069* NAVD 88     -       573.93   (meters)    1883.0    (feet)  RESET     
 ML0069  ___________________________________________________________________
 ML0069  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 ML0069
 ML0069  VERT ORDER  -  THIRD
 ML0069
 ML0069.The horizontal coordinates were scaled from a topographic map and have
 ML0069.an estimated accuracy of +/- 6 seconds.
 ML0069
 ML0069.The orthometric height was computed from unverified reset data.
 ML0069
 ML0069.The geoid height was determined by GEOID03.
 ML0069
 ML0069;                    North         East    Units  Estimated Accuracy
 ML0069;SPC NE       -   194,400.      664,110.      MT  (+/- 180 meters Scaled)
 ML0069
 ML0069                          SUPERSEDED SURVEY CONTROL
 ML0069
 ML0069  NGVD 29 (??/??/??)  573.71   (m)         1882.2    (f) RESET       3  
 ML0069
 ML0069.Superseded values are not recommended for survey control.
 ML0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0069.See file dsdata.txt to determine how the superseded data were derived.
 ML0069
 ML0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM807022(NAD 83)
 ML0069_MARKER: DB = BENCH MARK DISK
 ML0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0069_STAMPING: M 206 RELOC 1939 1961
 ML0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0069+STABILITY: SURFACE MOTION
 ML0069
 ML0069  HISTORY     - Date     Condition        Report By
 ML0069  HISTORY     - 1961     MONUMENTED       BOR
 ML0069
 ML0069                          STATION DESCRIPTION
 ML0069
 ML0069'DESCRIBED BY US BUREAU OF RECLAMATION 1961
 ML0069'6.5 MI E FROM CEDAR RAPIDS.
 ML0069'ABOUT 6.5 MILES EAST, ALONG STATE HIGHWAY 56 FROM POST OFFICE AT
 ML0069'CEDAR RAPIDS, 0.5 MILE WEST OF SCHOOL HOUSE, 0.1 MILE NORTHEAST OF
 ML0069'LARGE WHITE FARM HOUSE, IN A R.O.W. FENCE 74 FEET SOUTH OF THE
 ML0069'CENTERLINE OF NEBR. ST. HIGHWAY NO. 56, 400 FEET NORTHEAST OF A
 ML0069'LARGE WHITE FARM HOUSE.  THE BENCH MARK IS ON THE EAST SLOPE NEAR
 ML0069'THE CREST OF A HILL, AND SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0306 ***********************************************************************
 LG0306  DESIGNATION -  M 207
 LG0306  PID         -  LG0306
 LG0306  STATE/COUNTY-  NE/LANCASTER
 LG0306  USGS QUAD   -  LINCOLN (1980)
 LG0306
 LG0306                         *CURRENT SURVEY CONTROL
 LG0306  ___________________________________________________________________
 LG0306* NAD 83(1986)-  40 47 39.     (N)    096 43 01.     (W)     SCALED    
 LG0306* NAVD 88     -       352.387  (meters)    1156.12   (feet)  ADJUSTED  
 LG0306  ___________________________________________________________________
 LG0306  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 LG0306  DYNAMIC HT  -         352.232 (meters)    1155.61  (feet)  COMP
 LG0306  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 LG0306
 LG0306  VERT ORDER  -  FIRST     CLASS II
 LG0306
 LG0306.The horizontal coordinates were scaled from a topographic map and have
 LG0306.an estimated accuracy of +/- 6 seconds.
 LG0306
 LG0306.The orthometric height was determined by differential leveling
 LG0306.and adjusted by the National Geodetic Survey in June 1991..
 LG0306
 LG0306.The geoid height was determined by GEOID03.
 LG0306
 LG0306.The dynamic height is computed by dividing the NAVD 88
 LG0306.geopotential number by the normal gravity value computed on the
 LG0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0306.degrees latitude (g = 980.6199 gals.).
 LG0306
 LG0306.The modeled gravity was interpolated from observed gravity values.
 LG0306
 LG0306;                    North         East    Units  Estimated Accuracy
 LG0306;SPC NE       -   111,940.      776,940.      MT  (+/- 180 meters Scaled)
 LG0306
 LG0306                          SUPERSEDED SURVEY CONTROL
 LG0306
 LG0306  NGVD 29 (??/??/92)  352.289  (m)         1155.80   (f) ADJ UNCH    1 2
 LG0306
 LG0306.Superseded values are not recommended for survey control.
 LG0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0306.See file dsdata.txt to determine how the superseded data were derived.
 LG0306
 LG0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL926184(NAD 83)
 LG0306_MARKER: DB = BENCH MARK DISK
 LG0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0306_SP_SET: SEMPAHORE BASE
 LG0306_STAMPING: M 207 1940
 LG0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0306
 LG0306  HISTORY     - Date     Condition        Report By
 LG0306  HISTORY     - 1940     MONUMENTED       CGS
 LG0306  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0306
 LG0306                          STATION DESCRIPTION
 LG0306
 LG0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0306'AT LINCOLN.
 LG0306'AT LINCOLN, LANCASTER COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0306'QUINCY RAILROAD, 1.1 MILES SOUTH OF THE STATION, 156 FEET SOUTH
 LG0306'ACROSS THE TRACK FROM MILEPOST 62, 10 FEET SOUTHWEST OF THE
 LG0306'CENTERLINE OF THE TRACK, AT A SEMAPHORE, IN THE TOP OF THE
 LG0306'NORTHEAST CORNER OF THE CONCRETE BASE, AND LEVEL WITH THE
 LG0306'TRACK.  A STANDARD DISK, STAMPED M 207 1940.
 LG0306
 LG0306                          STATION RECOVERY (1991)
 LG0306
 LG0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0306'THE SIGNAL AND BASE HAVE BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0026 ***********************************************************************
 LG0026  DESIGNATION -  M 208
 LG0026  PID         -  LG0026
 LG0026  STATE/COUNTY-  NE/OTOE
 LG0026  USGS QUAD   -  UNADILLA (1966)
 LG0026
 LG0026                         *CURRENT SURVEY CONTROL
 LG0026  ___________________________________________________________________
 LG0026* NAD 83(1986)-  40 41 48.     (N)    096 18 46.     (W)     SCALED    
 LG0026* NAVD 88     -       332.822  (meters)    1091.93   (feet)  ADJUSTED  
 LG0026  ___________________________________________________________________
 LG0026  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0026  DYNAMIC HT  -         332.670 (meters)    1091.43  (feet)  COMP
 LG0026  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 LG0026
 LG0026  VERT ORDER  -  FIRST     CLASS II
 LG0026
 LG0026.The horizontal coordinates were scaled from a topographic map and have
 LG0026.an estimated accuracy of +/- 6 seconds.
 LG0026
 LG0026.The orthometric height was determined by differential leveling
 LG0026.and adjusted by the National Geodetic Survey in June 1991..
 LG0026
 LG0026.The geoid height was determined by GEOID03.
 LG0026
 LG0026.The dynamic height is computed by dividing the NAVD 88
 LG0026.geopotential number by the normal gravity value computed on the
 LG0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0026.degrees latitude (g = 980.6199 gals.).
 LG0026
 LG0026.The modeled gravity was interpolated from observed gravity values.
 LG0026
 LG0026;                    North         East    Units  Estimated Accuracy
 LG0026;SPC NE       -   102,500.      811,470.      MT  (+/- 180 meters Scaled)
 LG0026
 LG0026                          SUPERSEDED SURVEY CONTROL
 LG0026
 LG0026  NGVD 29 (??/??/92)  332.722  (m)         1091.61   (f) ADJ UNCH    1 2
 LG0026
 LG0026.Superseded values are not recommended for survey control.
 LG0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0026.See file dsdata.txt to determine how the superseded data were derived.
 LG0026
 LG0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL270085(NAD 83)
 LG0026_MARKER: DB = BENCH MARK DISK
 LG0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0026_STAMPING: M 208 1940
 LG0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0026+STABILITY: SURFACE MOTION
 LG0026
 LG0026  HISTORY     - Date     Condition        Report By
 LG0026  HISTORY     - 1940     MONUMENTED       CGS
 LG0026  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0026
 LG0026                          STATION DESCRIPTION
 LG0026
 LG0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0026'2.6 MI NW FROM UNADILLA.
 LG0026'2.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0026'RAILROAD FROM THE STATION AT UNADILLA, OTOE COUNTY, 500 FEET
 LG0026'NORTHEAST OF MILEPOST 35, AT A DIRT-ROAD CROSSING, 88 FEET NORTHEAST
 LG0026'OF THE CENTER OF THE CROSSING, 72 FEET SOUTH OF THE CENTERLINE
 LG0026'OF A ROAD PARALLELING THE TRACK, 42.5 FEET NORTH OF THE CENTERLINE
 LG0026'OF THE TRACK, 21 FEET WEST OF A GUYED POLE, AND 3 FEET WEST OF A
 LG0026'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED M 208 1940
 LG0026'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LG0026'GROUND.
 LG0026
 LG0026                          STATION RECOVERY (1964)
 LG0026
 LG0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0236 ***********************************************************************
 NO0236  DESIGNATION -  M 21
 NO0236  PID         -  NO0236
 NO0236  STATE/COUNTY-  NE/CHERRY
 NO0236  USGS QUAD   -  MAYHEW LAKE (1987)
 NO0236
 NO0236                         *CURRENT SURVEY CONTROL
 NO0236  ___________________________________________________________________
 NO0236* NAD 83(1986)-  42 19 45.     (N)    101 01 33.     (W)     SCALED    
 NO0236* NAVD 88     -       969.837  (meters)    3181.87   (feet)  ADJUSTED  
 NO0236  ___________________________________________________________________
 NO0236  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 NO0236  DYNAMIC HT  -         969.363 (meters)    3180.32  (feet)  COMP
 NO0236  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 NO0236
 NO0236  VERT ORDER  -  FIRST     CLASS II
 NO0236
 NO0236.The horizontal coordinates were scaled from a topographic map and have
 NO0236.an estimated accuracy of +/- 6 seconds.
 NO0236
 NO0236.The orthometric height was determined by differential leveling
 NO0236.and adjusted by the National Geodetic Survey in June 1991..
 NO0236
 NO0236.The geoid height was determined by GEOID03.
 NO0236
 NO0236.The dynamic height is computed by dividing the NAVD 88
 NO0236.geopotential number by the normal gravity value computed on the
 NO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0236.degrees latitude (g = 980.6199 gals.).
 NO0236
 NO0236.The modeled gravity was interpolated from observed gravity values.
 NO0236
 NO0236;                    North         East    Units  Estimated Accuracy
 NO0236;SPC NE       -   277,610.      415,470.      MT  (+/- 180 meters Scaled)
 NO0236
 NO0236                          SUPERSEDED SURVEY CONTROL
 NO0236
 NO0236  NGVD 29 (??/??/92)  969.515  (m)         3180.82   (f) ADJ UNCH    1 2
 NO0236
 NO0236.Superseded values are not recommended for survey control.
 NO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0236.See file dsdata.txt to determine how the superseded data were derived.
 NO0236
 NO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM330883(NAD 83)
 NO0236_MARKER: DB = BENCH MARK DISK
 NO0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0236_STAMPING: 3180.817 M 21 1933
 NO0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0236+STABILITY: SURFACE MOTION
 NO0236
 NO0236  HISTORY     - Date     Condition        Report By
 NO0236  HISTORY     - 1933     MONUMENTED       CGS
 NO0236  HISTORY     - 1934     GOOD             NGS
 NO0236  HISTORY     - 1983     MARK NOT FOUND
 NO0236  HISTORY     - 19850918 MARK NOT FOUND   USPSQD
 NO0236  HISTORY     - 19910813 MARK NOT FOUND   NGS
 NO0236
 NO0236                          STATION DESCRIPTION
 NO0236
 NO0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0236'20.1 MI N FROM MULLEN.
 NO0236'IN CHERRY COUNTY, 20.1 MILES NORTH ALONG A DIRT ROAD FROM
 NO0236'MULLEN, HOOKER COUNTY, 225 FEET WEST OF SUNNY VIEW SCHOOL, 65
 NO0236'FEET EAST OF THE ROAD AND A CATTLEGUARD, 40 FEET EAST OF A FENCE
 NO0236'CORNER, AND 1 FOOT NORTH OF THE FENCE.  A STANDARD DISK, STAMPED
 NO0236'3180.817 M 21 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0236'6 INCHES ABOVE GROUND.
 NO0236
 NO0236                          STATION RECOVERY (1934)
 NO0236
 NO0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NO0236'RECOVERED IN GOOD CONDITION.
 NO0236
 NO0236                          STATION RECOVERY (1983)
 NO0236
 NO0236'RECOVERED 1983
 NO0236'MARK NOT FOUND.
 NO0236
 NO0236                          STATION RECOVERY (1985)
 NO0236
 NO0236'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 NO0236'MARK NOT FOUND.
 NO0236
 NO0236                          STATION RECOVERY (1991)
 NO0236
 NO0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0236'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1223 ***********************************************************************
 MK1223  DESIGNATION -  M 210
 MK1223  PID         -  MK1223
 MK1223  STATE/COUNTY-  NE/PLATTE
 MK1223  USGS QUAD   -  DUNCAN (1976)
 MK1223
 MK1223                         *CURRENT SURVEY CONTROL
 MK1223  ___________________________________________________________________
 MK1223* NAD 83(1986)-  41 24 13.     (N)    097 27 22.     (W)     SCALED    
 MK1223* NAVD 88     -       449.499  (meters)    1474.73   (feet)  ADJUSTED  
 MK1223  ___________________________________________________________________
 MK1223  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 MK1223  DYNAMIC HT  -         449.301 (meters)    1474.08  (feet)  COMP
 MK1223  MODELED GRAV-     980,169.9   (mgal)                       NAVD 88
 MK1223
 MK1223  VERT ORDER  -  FIRST     CLASS II
 MK1223
 MK1223.The horizontal coordinates were scaled from a topographic map and have
 MK1223.an estimated accuracy of +/- 6 seconds.
 MK1223
 MK1223.The orthometric height was determined by differential leveling
 MK1223.and adjusted by the National Geodetic Survey in June 1991..
 MK1223
 MK1223.The geoid height was determined by GEOID03.
 MK1223
 MK1223.The dynamic height is computed by dividing the NAVD 88
 MK1223.geopotential number by the normal gravity value computed on the
 MK1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1223.degrees latitude (g = 980.6199 gals.).
 MK1223
 MK1223.The modeled gravity was interpolated from observed gravity values.
 MK1223
 MK1223;                    North         East    Units  Estimated Accuracy
 MK1223;SPC NE       -   177,470.      712,620.      MT  (+/- 180 meters Scaled)
 MK1223
 MK1223                          SUPERSEDED SURVEY CONTROL
 MK1223
 MK1223  NGVD 29 (??/??/92)  449.310  (m)         1474.11   (f) ADJ UNCH    1 2
 MK1223
 MK1223.Superseded values are not recommended for survey control.
 MK1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1223.See file dsdata.txt to determine how the superseded data were derived.
 MK1223
 MK1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL290847(NAD 83)
 MK1223_MARKER: DB = BENCH MARK DISK
 MK1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1223_STAMPING: M 210 1940
 MK1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1223+STABILITY: SURFACE MOTION
 MK1223
 MK1223  HISTORY     - Date     Condition        Report By
 MK1223  HISTORY     - 1940     MONUMENTED       CGS
 MK1223
 MK1223                          STATION DESCRIPTION
 MK1223
 MK1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1223'2.2 MI E FROM DUNCAN.
 MK1223'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY
 MK1223'NO. 30, 130 FEET NORTH OF CENTERLINE OF HIGHWAY, 45 FEET
 MK1223'SOUTH OF CENTERLINE OF SOUTH MAIN TRACK, 7.5 FEET WEST OF
 MK1223'MILEPOST NO. 90, 4.5 FEET NORTH OF RIGHT-OF-WAY FENCE, 3.3
 MK1223'FEET EAST OF 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET.
 MK1223'MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1382 ***********************************************************************
 MK1382  DESIGNATION -  M 211
 MK1382  PID         -  MK1382
 MK1382  STATE/COUNTY-  NE/MERRICK
 MK1382  USGS QUAD   -  CLARKS (1962)
 MK1382
 MK1382                         *CURRENT SURVEY CONTROL
 MK1382  ___________________________________________________________________
 MK1382* NAD 83(1986)-  41 14 56.     (N)    097 46 49.     (W)     SCALED    
 MK1382* NAVD 88     -       487.058  (meters)    1597.96   (feet)  ADJUSTED  
 MK1382  ___________________________________________________________________
 MK1382  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 MK1382  DYNAMIC HT  -         486.827 (meters)    1597.20  (feet)  COMP
 MK1382  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 MK1382
 MK1382  VERT ORDER  -  FIRST     CLASS II
 MK1382
 MK1382.The horizontal coordinates were scaled from a topographic map and have
 MK1382.an estimated accuracy of +/- 6 seconds.
 MK1382
 MK1382.The orthometric height was determined by differential leveling
 MK1382.and adjusted by the National Geodetic Survey in June 1991..
 MK1382
 MK1382.The geoid height was determined by GEOID03.
 MK1382
 MK1382.The dynamic height is computed by dividing the NAVD 88
 MK1382.geopotential number by the normal gravity value computed on the
 MK1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1382.degrees latitude (g = 980.6199 gals.).
 MK1382
 MK1382.The modeled gravity was interpolated from observed gravity values.
 MK1382
 MK1382;                    North         East    Units  Estimated Accuracy
 MK1382;SPC NE       -   159,550.      685,970.      MT  (+/- 180 meters Scaled)
 MK1382
 MK1382                          SUPERSEDED SURVEY CONTROL
 MK1382
 MK1382  NGVD 29 (??/??/92)  486.851  (m)         1597.28   (f) ADJ UNCH    1 2
 MK1382
 MK1382.Superseded values are not recommended for survey control.
 MK1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1382.See file dsdata.txt to determine how the superseded data were derived.
 MK1382
 MK1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL021671(NAD 83)
 MK1382_MARKER: DB = BENCH MARK DISK
 MK1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1382_STAMPING: M 211 1940
 MK1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1382+STABILITY: SURFACE MOTION
 MK1382
 MK1382  HISTORY     - Date     Condition        Report By
 MK1382  HISTORY     - 1940     MONUMENTED       CGS
 MK1382
 MK1382                          STATION DESCRIPTION
 MK1382
 MK1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1382'2 MI SW FROM HAVENS.
 MK1382'2.0 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT
 MK1382'HAVENS.  BENCH MARK IS ALONG UNION PACIFIC RR. AND U.S. HIGHWAY NO.
 MK1382'30, 55 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 42 FEET SOUTH OF
 MK1382'CENTERLINE OF THE SOUTH MAIN TRACK, 17 FEET NORTHEAST OF MILEPOST
 MK1382'NO. 110, 2.6 FEET SOUTHWEST OF 4 X 4 INCH WHITE WOODEN POST
 MK1382'PROJECTING 2.0 FEET, IN LINE WITH TELEGRAPH POLES.  MONUMENT
 MK1382'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1154 ***********************************************************************
 MK1154  DESIGNATION -  M 212
 MK1154  PID         -  MK1154
 MK1154  STATE/COUNTY-  NE/MADISON
 MK1154  USGS QUAD   -  ENOLA (1976)
 MK1154
 MK1154                         *CURRENT SURVEY CONTROL
 MK1154  ___________________________________________________________________
 MK1154* NAD 83(1986)-  41 58 41.     (N)    097 26 59.     (W)     SCALED    
 MK1154* NAVD 88     -       481.687  (meters)    1580.33   (feet)  ADJUSTED  
 MK1154  ___________________________________________________________________
 MK1154  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 MK1154  DYNAMIC HT  -         481.497 (meters)    1579.71  (feet)  COMP
 MK1154  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 MK1154
 MK1154  VERT ORDER  -  FIRST     CLASS II
 MK1154
 MK1154.The horizontal coordinates were scaled from a topographic map and have
 MK1154.an estimated accuracy of +/- 6 seconds.
 MK1154
 MK1154.The orthometric height was determined by differential leveling
 MK1154.and adjusted by the National Geodetic Survey in June 1991..
 MK1154
 MK1154.The geoid height was determined by GEOID03.
 MK1154
 MK1154.The dynamic height is computed by dividing the NAVD 88
 MK1154.geopotential number by the normal gravity value computed on the
 MK1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1154.degrees latitude (g = 980.6199 gals.).
 MK1154
 MK1154.The modeled gravity was interpolated from observed gravity values.
 MK1154
 MK1154;                    North         East    Units  Estimated Accuracy
 MK1154;SPC NE       -   241,240.      711,270.      MT  (+/- 180 meters Scaled)
 MK1154
 MK1154                          SUPERSEDED SURVEY CONTROL
 MK1154
 MK1154  NGVD 29 (??/??/92)  481.508  (m)         1579.75   (f) ADJ UNCH    1 2
 MK1154
 MK1154.Superseded values are not recommended for survey control.
 MK1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1154.See file dsdata.txt to determine how the superseded data were derived.
 MK1154
 MK1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM284485(NAD 83)
 MK1154_MARKER: DB = BENCH MARK DISK
 MK1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1154_STAMPING: M 212 1940
 MK1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1154+STABILITY: SURFACE MOTION
 MK1154
 MK1154  HISTORY     - Date     Condition        Report By
 MK1154  HISTORY     - 1940     MONUMENTED       CGS
 MK1154  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 MK1154
 MK1154                          STATION DESCRIPTION
 MK1154
 MK1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1154'4.4 MI SW FROM NORFOLK.
 MK1154'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR.,
 MK1154'650 FEET SOUTH OF ONE MILE, SIGN, 65 FEET EAST OF WHISTLE POST,
 MK1154'48 FEET EAST OF CENTERLINE OF TRACK, 3.0 FEET NORTH OF 4 X 4
 MK1154'INCH WHITE WOODEN POST PROJECTING 2.0 FEET, 2.0 FEET WEST OF
 MK1154'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.3 FOOT.
 MK1154
 MK1154                          STATION RECOVERY (1981)
 MK1154
 MK1154'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MK1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1164 ***********************************************************************
 NM1164  DESIGNATION -  M 213
 NM1164  PID         -  NM1164
 NM1164  STATE/COUNTY-  NE/MADISON
 NM1164  USGS QUAD   -  NORFOLK (1976)
 NM1164
 NM1164                         *CURRENT SURVEY CONTROL
 NM1164  ___________________________________________________________________
 NM1164* NAD 83(1986)-  42 03 11.     (N)    097 24 03.     (W)     SCALED    
 NM1164* NAVD 88     -       466.472  (meters)    1530.42   (feet)  ADJUSTED  
 NM1164  ___________________________________________________________________
 NM1164  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 NM1164  DYNAMIC HT  -         466.290 (meters)    1529.82  (feet)  COMP
 NM1164  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 NM1164
 NM1164  VERT ORDER  -  FIRST     CLASS II
 NM1164
 NM1164.The horizontal coordinates were scaled from a topographic map and have
 NM1164.an estimated accuracy of +/- 6 seconds.
 NM1164
 NM1164.The orthometric height was determined by differential leveling
 NM1164.and adjusted by the National Geodetic Survey in June 1991..
 NM1164
 NM1164.The geoid height was determined by GEOID03.
 NM1164
 NM1164.The dynamic height is computed by dividing the NAVD 88
 NM1164.geopotential number by the normal gravity value computed on the
 NM1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1164.degrees latitude (g = 980.6199 gals.).
 NM1164
 NM1164.The modeled gravity was interpolated from observed gravity values.
 NM1164
 NM1164;                    North         East    Units  Estimated Accuracy
 NM1164;SPC NE       -   249,680.      715,070.      MT  (+/- 180 meters Scaled)
 NM1164
 NM1164                          SUPERSEDED SURVEY CONTROL
 NM1164
 NM1164  NGVD 29 (??/??/92)  466.287  (m)         1529.81   (f) ADJ UNCH    1 2
 NM1164
 NM1164.Superseded values are not recommended for survey control.
 NM1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1164.See file dsdata.txt to determine how the superseded data were derived.
 NM1164
 NM1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM323569(NAD 83)
 NM1164_MARKER: Z = SEE DESCRIPTION
 NM1164_SETTING: 0 = UNSPECIFIED SETTING
 NM1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1164
 NM1164  HISTORY     - Date     Condition        Report By
 NM1164  HISTORY     - UNK      MONUMENTED       CGS
 NM1164  HISTORY     - 1947     GOOD             NGS
 NM1164
 NM1164                          STATION DESCRIPTION
 NM1164
 NM1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM1164'1.5 MI NE FROM NORFOLK.
 NM1164'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE CHICAGO, ST. PAUL,
 NM1164'MINNEAPOLIS AND OMAHA RR, 130 FEET NORTHEAST OF YARD LIMIT SIGN,
 NM1164'42 FEET EAST OF CENTERLINE OF TRACK 12 FEET NORTH OF POLE NO.
 NM1164'44.27, 7.8 FEET WEST OF RIGHT-OF-WAY FENCE, 2.8 FEET NORTH OF
 NM1164'4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0168 ***********************************************************************
 NP0168  DESIGNATION -  M 214
 NP0168  PID         -  NP0168
 NP0168  STATE/COUNTY-  NE/BOX BUTTE
 NP0168  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0168
 NP0168                         *CURRENT SURVEY CONTROL
 NP0168  ___________________________________________________________________
 NP0168* NAD 83(1986)-  42 05 46.     (N)    102 45 41.     (W)     SCALED    
 NP0168* NAVD 88     -      1204.771  (meters)    3952.65   (feet)  ADJUSTED  
 NP0168  ___________________________________________________________________
 NP0168  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 NP0168  DYNAMIC HT  -        1204.073 (meters)    3950.36  (feet)  COMP
 NP0168  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 NP0168
 NP0168  VERT ORDER  -  SECOND    CLASS 0
 NP0168
 NP0168.The horizontal coordinates were scaled from a topographic map and have
 NP0168.an estimated accuracy of +/- 6 seconds.
 NP0168
 NP0168.The orthometric height was determined by differential leveling
 NP0168.and adjusted by the National Geodetic Survey in June 1991..
 NP0168
 NP0168.The geoid height was determined by GEOID03.
 NP0168
 NP0168.The dynamic height is computed by dividing the NAVD 88
 NP0168.geopotential number by the normal gravity value computed on the
 NP0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0168.degrees latitude (g = 980.6199 gals.).
 NP0168
 NP0168.The modeled gravity was interpolated from observed gravity values.
 NP0168
 NP0168;                    North         East    Units  Estimated Accuracy
 NP0168;SPC NE       -   254,880.      271,670.      MT  (+/- 180 meters Scaled)
 NP0168
 NP0168                          SUPERSEDED SURVEY CONTROL
 NP0168
 NP0168  NGVD 29 (??/??/92) 1204.196  (m)         3950.77   (f) ADJ UNCH    2 0
 NP0168
 NP0168.Superseded values are not recommended for survey control.
 NP0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0168.See file dsdata.txt to determine how the superseded data were derived.
 NP0168
 NP0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG851628(NAD 83)
 NP0168_MARKER: DB = BENCH MARK DISK
 NP0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0168_STAMPING: M 214 1940
 NP0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0168+STABILITY: SURFACE MOTION
 NP0168
 NP0168  HISTORY     - Date     Condition        Report By
 NP0168  HISTORY     - 1940     MONUMENTED       CGS
 NP0168
 NP0168                          STATION DESCRIPTION
 NP0168
 NP0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0168'5.6 MI E FROM ALLIANCE.
 NP0168'5.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0168'FROM THE STATION AT ALLIANCE, BOX BUTTE COUNTY, 630 FEET EAST
 NP0168'OF MILEPOST 360, AT A WIDENING IN THE RIGHT-OF-WAY FROM 50 FEET
 NP0168'TO 100 FEET, 90 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 11
 NP0168'FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1.5 FEET EAST OF A
 NP0168'NORTH-AND-SOUTH FENCE, AND 3.0 FEET WEST OF A 4- BY 4-INCH
 NP0168'WHITE POST PROJECTING 2.0 FEET ABOVE GROUND.  A STANDARD DISK,
 NP0168'STAMPED M 214 1940 AND SET IN THE TOP OF A CONCRETE POST
 NP0168'PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0538 ***********************************************************************
 LF0538  DESIGNATION -  M 215
 LF0538  PID         -  LF0538
 LF0538  STATE/COUNTY-  NE/RICHARDSON
 LF0538  USGS QUAD   -  SALEM (1965)
 LF0538
 LF0538                         *CURRENT SURVEY CONTROL
 LF0538  ___________________________________________________________________
 LF0538* NAD 83(1986)-  40 05 28.     (N)    095 43 21.     (W)     SCALED    
 LF0538* NAVD 88     -       280.052  (meters)     918.80   (feet)  ADJUSTED  
 LF0538  ___________________________________________________________________
 LF0538  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LF0538  DYNAMIC HT  -         279.894 (meters)     918.29  (feet)  COMP
 LF0538  MODELED GRAV-     980,055.5   (mgal)                       NAVD 88
 LF0538
 LF0538  VERT ORDER  -  SECOND    CLASS 0
 LF0538
 LF0538.The horizontal coordinates were scaled from a topographic map and have
 LF0538.an estimated accuracy of +/- 6 seconds.
 LF0538
 LF0538.The orthometric height was determined by differential leveling
 LF0538.and adjusted by the National Geodetic Survey in June 1991..
 LF0538
 LF0538.The geoid height was determined by GEOID03.
 LF0538
 LF0538.The dynamic height is computed by dividing the NAVD 88
 LF0538.geopotential number by the normal gravity value computed on the
 LF0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0538.degrees latitude (g = 980.6199 gals.).
 LF0538
 LF0538.The modeled gravity was interpolated from observed gravity values.
 LF0538
 LF0538;                    North         East    Units  Estimated Accuracy
 LF0538;SPC NE       -    37,640.      864,620.      MT  (+/- 180 meters Scaled)
 LF0538
 LF0538                          SUPERSEDED SURVEY CONTROL
 LF0538
 LF0538  NGVD 29 (??/??/92)  279.968  (m)          918.53   (f) ADJ UNCH    2 0
 LF0538
 LF0538.Superseded values are not recommended for survey control.
 LF0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0538.See file dsdata.txt to determine how the superseded data were derived.
 LF0538
 LF0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE679414(NAD 83)
 LF0538_MARKER: DB = BENCH MARK DISK
 LF0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0538_SP_SET: BRIDGE
 LF0538_STAMPING: M 215 1945
 LF0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0538
 LF0538  HISTORY     - Date     Condition        Report By
 LF0538  HISTORY     - 1945     MONUMENTED       CGS
 LF0538
 LF0538                          STATION DESCRIPTION
 LF0538
 LF0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0538'1 MI NW FROM SALEM.
 LF0538'1.0 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0538'RAILROAD FROM THE STATION AT SALEM, RICHARDSON COUNTY, 4 POLES
 LF0538'SOUTHEAST OF MILEPOST 27, AT BRIDGE 26.93, IN THE TOP OF THE
 LF0538'SOUTH END OF THE SOUTHEAST ABUTMENT, AND ABOUT 1 FOOT LOWER
 LF0538'THAN THE TRACK.  AN IRON BENCH-MARK DISK, STAMPED M 215 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0047 ***********************************************************************
 NN0047  DESIGNATION -  M 216
 NN0047  PID         -  NN0047
 NN0047  STATE/COUNTY-  NE/BOYD
 NN0047  USGS QUAD   -  MARTY (1974)
 NN0047
 NN0047                         *CURRENT SURVEY CONTROL
 NN0047  ___________________________________________________________________
 NN0047* NAD 83(1986)-  42 52 56.     (N)    098 22 31.     (W)     SCALED    
 NN0047* NAVD 88     -       516.452  (meters)    1694.39   (feet)  ADJUSTED  
 NN0047  ___________________________________________________________________
 NN0047  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 NN0047  DYNAMIC HT  -         516.274 (meters)    1693.81  (feet)  COMP
 NN0047  MODELED GRAV-     980,260.0   (mgal)                       NAVD 88
 NN0047
 NN0047  VERT ORDER  -  SECOND    CLASS 0
 NN0047
 NN0047.The horizontal coordinates were scaled from a topographic map and have
 NN0047.an estimated accuracy of +/- 6 seconds.
 NN0047
 NN0047.The orthometric height was determined by differential leveling
 NN0047.and adjusted by the National Geodetic Survey in June 1991..
 NN0047
 NN0047.The geoid height was determined by GEOID03.
 NN0047
 NN0047.The dynamic height is computed by dividing the NAVD 88
 NN0047.geopotential number by the normal gravity value computed on the
 NN0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0047.degrees latitude (g = 980.6199 gals.).
 NN0047
 NN0047.The modeled gravity was interpolated from observed gravity values.
 NN0047
 NN0047;                    North         East    Units  Estimated Accuracy
 NN0047;SPC NE       -   339,790.      632,720.      MT  (+/- 180 meters Scaled)
 NN0047
 NN0047                          SUPERSEDED SURVEY CONTROL
 NN0047
 NN0047  NGVD 29 (??/??/92)  516.180  (m)         1693.50   (f) ADJ UNCH    2 0
 NN0047
 NN0047.Superseded values are not recommended for survey control.
 NN0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0047.See file dsdata.txt to determine how the superseded data were derived.
 NN0047
 NN0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN510479(NAD 83)
 NN0047_MARKER: DB = BENCH MARK DISK
 NN0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0047_STAMPING: M 216 1946
 NN0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0047+STABILITY: SURFACE MOTION
 NN0047
 NN0047  HISTORY     - Date     Condition        Report By
 NN0047  HISTORY     - 1946     MONUMENTED       CGS
 NN0047
 NN0047                          STATION DESCRIPTION
 NN0047
 NN0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0047'6 MI NW FROM MONOWI.
 NN0047'TO REACH FROM THE CHICAGO AND NORTHWESTERN RAILROAD STATION AT
 NN0047'MONOWI GO WEST 2.0 MILES ALONG STATE HIGHWAY NO. 12, THENCE
 NN0047'NORTH 3.7 MILES ALONG A GRADED DIRT ROAD, THENCE WEST 0.3 MILE
 NN0047'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 18.0 FEET
 NN0047'SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 27.0
 NN0047'FEET EAST OF THE EAST END OF A WIRE GATE, 1.0 FOOT NORTH
 NN0047'OF A FENCE AND 1.0 FOOT EAST OF A 4 IN X 4 IN MARKER POST.  A
 NN0047'BRONZE DISK STAMPED M 216 1946 AND SET IN THE TOP OF A CONCRETE
 NN0047'POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0188 ***********************************************************************
 NN0188  DESIGNATION -  M 217
 NN0188  PID         -  NN0188
 NN0188  STATE/COUNTY-  NE/HOLT
 NN0188  USGS QUAD   -  INMAN (1986)
 NN0188
 NN0188                         *CURRENT SURVEY CONTROL
 NN0188  ___________________________________________________________________
 NN0188* NAD 83(1986)-  42 24 56.     (N)    098 33 14.     (W)     SCALED    
 NN0188* NAVD 88     -       588.902  (meters)    1932.09   (feet)  ADJUSTED  
 NN0188  ___________________________________________________________________
 NN0188  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 NN0188  DYNAMIC HT  -         588.679 (meters)    1931.36  (feet)  COMP
 NN0188  MODELED GRAV-     980,224.0   (mgal)                       NAVD 88
 NN0188
 NN0188  VERT ORDER  -  FIRST     CLASS II
 NN0188
 NN0188.The horizontal coordinates were scaled from a topographic map and have
 NN0188.an estimated accuracy of +/- 6 seconds.
 NN0188
 NN0188.The orthometric height was determined by differential leveling
 NN0188.and adjusted by the National Geodetic Survey in June 1991..
 NN0188
 NN0188.The geoid height was determined by GEOID03.
 NN0188
 NN0188.The dynamic height is computed by dividing the NAVD 88
 NN0188.geopotential number by the normal gravity value computed on the
 NN0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0188.degrees latitude (g = 980.6199 gals.).
 NN0188
 NN0188.The modeled gravity was interpolated from observed gravity values.
 NN0188
 NN0188;                    North         East    Units  Estimated Accuracy
 NN0188;SPC NE       -   287,700.      619,000.      MT  (+/- 180 meters Scaled)
 NN0188
 NN0188                          SUPERSEDED SURVEY CONTROL
 NN0188
 NN0188  NGVD 29 (??/??/92)  588.704  (m)         1931.44   (f) ADJ UNCH    1 2
 NN0188
 NN0188.Superseded values are not recommended for survey control.
 NN0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0188.See file dsdata.txt to determine how the superseded data were derived.
 NN0188
 NN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM367960(NAD 83)
 NN0188_MARKER: DB = BENCH MARK DISK
 NN0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0188_STAMPING: M 217 1946
 NN0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0188+STABILITY: SURFACE MOTION
 NN0188
 NN0188  HISTORY     - Date     Condition        Report By
 NN0188  HISTORY     - 1946     MONUMENTED       CGS
 NN0188
 NN0188                          STATION DESCRIPTION
 NN0188
 NN0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0188'7.7 MI SE FROM O NEILL.
 NN0188'7.7 MILES SOUTHEAST OF O NEILL, HOLT COUNTY.  THIS BENCH MARK
 NN0188'MAY BE REACHED BY GOING ONE BLOCK SOUTH OF THE POST OFFICE,
 NN0188'THENCE 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20, THENCE 1.5
 NN0188'MILES EAST, 0.8 MILE SOUTH, 2.6 MILES EAST, AND 1.5 MILES SOUTH
 NN0188'ALONG GRADED DIRT ROADS.  IT IS AT THE NORTHEAST CORNER OF A
 NN0188'HAY FIELD, 42 FEET WEST OF THE CENTERLINE OF THE ROAD, 13 FEET
 NN0188'WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 1 FOOT EAST
 NN0188'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A
 NN0188'STANDARD DISK, STAMPED M 217 1946 AND SET IN THE TOP OF A
 NN0188'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0424 ***********************************************************************
 NN0424  DESIGNATION -  M 218
 NN0424  PID         -  NN0424
 NN0424  STATE/COUNTY-  NE/HOLT
 NN0424  USGS QUAD   -  STUART SE (1954)
 NN0424
 NN0424                         *CURRENT SURVEY CONTROL
 NN0424  ___________________________________________________________________
 NN0424* NAD 83(1986)-  42 37 23.     (N)    099 06 31.     (W)     SCALED    
 NN0424* NAVD 88     -       652.038  (meters)    2139.23   (feet)  ADJUSTED  
 NN0424  ___________________________________________________________________
 NN0424  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 NN0424  DYNAMIC HT  -         651.785 (meters)    2138.40  (feet)  COMP
 NN0424  MODELED GRAV-     980,211.5   (mgal)                       NAVD 88
 NN0424
 NN0424  VERT ORDER  -  SECOND    CLASS 0
 NN0424
 NN0424.The horizontal coordinates were scaled from a topographic map and have
 NN0424.an estimated accuracy of +/- 6 seconds.
 NN0424
 NN0424.The orthometric height was determined by differential leveling
 NN0424.and adjusted by the National Geodetic Survey in June 1991..
 NN0424
 NN0424.The geoid height was determined by GEOID03.
 NN0424
 NN0424.The dynamic height is computed by dividing the NAVD 88
 NN0424.geopotential number by the normal gravity value computed on the
 NN0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0424.degrees latitude (g = 980.6199 gals.).
 NN0424
 NN0424.The modeled gravity was interpolated from observed gravity values.
 NN0424
 NN0424;                    North         East    Units  Estimated Accuracy
 NN0424;SPC NE       -   310,130.      573,120.      MT  (+/- 180 meters Scaled)
 NN0424
 NN0424                          SUPERSEDED SURVEY CONTROL
 NN0424
 NN0424  NGVD 29 (??/??/92)  651.805  (m)         2138.46   (f) ADJ UNCH    2 0
 NN0424
 NN0424.Superseded values are not recommended for survey control.
 NN0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0424.See file dsdata.txt to determine how the superseded data were derived.
 NN0424
 NN0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN910189(NAD 83)
 NN0424_MARKER: DB = BENCH MARK DISK
 NN0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0424_STAMPING: M 218 1946
 NN0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0424+STABILITY: SURFACE MOTION
 NN0424
 NN0424  HISTORY     - Date     Condition        Report By
 NN0424  HISTORY     - 1946     MONUMENTED       CGS
 NN0424
 NN0424                          STATION DESCRIPTION
 NN0424
 NN0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0424'5.1 MI NE FROM STUART.
 NN0424'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0424'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0424'NO. 20, THENCE NORTH 2.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0424'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0424'A DIRT T ROAD LEADING EAST, 35.0 FEET WEST OF AND ABOUT 1.0
 NN0424'FOOT LOWER THAN THE CENTER LINE OF THE GRAVELED ROAD, 25.0 FEET
 NN0424'SOUTH OF THE EXTENDED CENTER LINE OF THE T ROAD, 52.0 FEET SOUTH
 NN0424'OF THE SOUTH END OF A WIRE GATE, 1.0 FOOT EAST OF A FENCE AND
 NN0424'1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK
 NN0424'STAMPED M 218 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 NN0424'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0337 ***********************************************************************
 NN0337  DESIGNATION -  M 219
 NN0337  PID         -  NN0337
 NN0337  STATE/COUNTY-  NE/HOLT
 NN0337  USGS QUAD   -  STUART SE (1954)
 NN0337
 NN0337                         *CURRENT SURVEY CONTROL
 NN0337  ___________________________________________________________________
 NN0337* NAD 83(1986)-  42 33 56.     (N)    099 02 57.     (W)     SCALED    
 NN0337* NAVD 88     -       649.189  (meters)    2129.88   (feet)  ADJUSTED  
 NN0337  ___________________________________________________________________
 NN0337  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 NN0337  DYNAMIC HT  -         648.933 (meters)    2129.04  (feet)  COMP
 NN0337  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 NN0337
 NN0337  VERT ORDER  -  FIRST     CLASS II
 NN0337
 NN0337.The horizontal coordinates were scaled from a topographic map and have
 NN0337.an estimated accuracy of +/- 6 seconds.
 NN0337
 NN0337.The orthometric height was determined by differential leveling
 NN0337.and adjusted by the National Geodetic Survey in June 1991..
 NN0337
 NN0337.The geoid height was determined by GEOID03.
 NN0337
 NN0337.The dynamic height is computed by dividing the NAVD 88
 NN0337.geopotential number by the normal gravity value computed on the
 NN0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0337.degrees latitude (g = 980.6199 gals.).
 NN0337
 NN0337.The modeled gravity was interpolated from observed gravity values.
 NN0337
 NN0337;                    North         East    Units  Estimated Accuracy
 NN0337;SPC NE       -   303,790.      578,060.      MT  (+/- 180 meters Scaled)
 NN0337
 NN0337                          SUPERSEDED SURVEY CONTROL
 NN0337
 NN0337  NGVD 29 (??/??/92)  648.958  (m)         2129.12   (f) ADJ UNCH    1 2
 NN0337
 NN0337.Superseded values are not recommended for survey control.
 NN0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0337.See file dsdata.txt to determine how the superseded data were derived.
 NN0337
 NN0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN959125(NAD 83)
 NN0337_MARKER: DB = BENCH MARK DISK
 NN0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0337_STAMPING: M 219 1946
 NN0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0337+STABILITY: SURFACE MOTION
 NN0337
 NN0337  HISTORY     - Date     Condition        Report By
 NN0337  HISTORY     - 1946     MONUMENTED       CGS
 NN0337  HISTORY     - 1949     GOOD             NGS
 NN0337
 NN0337                          STATION DESCRIPTION
 NN0337
 NN0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0337'0.3 MI S FROM STUART.
 NN0337'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART
 NN0337'HOLT COUNTY, THENCE 5.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20,
 NN0337'4.6 MILES NORTHWEST OF ATKINSON, AT THE INTERSECTION OF A
 NN0337'NORTH-AND-SOUTH DIRT ROAD, 88 FEET NORTHEAST OF THE CENTERLINE
 NN0337'OF THE HIGHWAY, 49 FEET EAST OF THE CENTERLINE OF THE ROAD, 16
 NN0337'FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 1 FOOT
 NN0337'WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE
 NN0337'HIGHWAY.  A STANDARD DISK, STAMPED M 219 1946 AND SET IN THE TOP OF
 NN0337'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0337
 NN0337                          STATION RECOVERY (1949)
 NN0337
 NN0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NN0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0149 ***********************************************************************
 MM0149  DESIGNATION -  M 22
 MM0149  PID         -  MM0149
 MM0149  STATE/COUNTY-  NE/MCPHERSON
 MM0149  USGS QUAD   -  TRYON NW (1985)
 MM0149
 MM0149                         *CURRENT SURVEY CONTROL
 MM0149  ___________________________________________________________________
 MM0149* NAD 83(1986)-  41 41 56.     (N)    100 57 45.     (W)     SCALED    
 MM0149* NAVD 88     -      1024.815  (meters)    3362.25   (feet)  ADJUSTED  
 MM0149  ___________________________________________________________________
 MM0149  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 MM0149  DYNAMIC HT  -        1024.228 (meters)    3360.32  (feet)  COMP
 MM0149  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 MM0149
 MM0149  VERT ORDER  -  FIRST     CLASS II
 MM0149
 MM0149.The horizontal coordinates were scaled from a topographic map and have
 MM0149.an estimated accuracy of +/- 6 seconds.
 MM0149
 MM0149.The orthometric height was determined by differential leveling
 MM0149.and adjusted by the National Geodetic Survey in June 1994..
 MM0149
 MM0149.The geoid height was determined by GEOID03.
 MM0149
 MM0149.The dynamic height is computed by dividing the NAVD 88
 MM0149.geopotential number by the normal gravity value computed on the
 MM0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0149.degrees latitude (g = 980.6199 gals.).
 MM0149
 MM0149.The modeled gravity was interpolated from observed gravity values.
 MM0149
 MM0149;                    North         East    Units  Estimated Accuracy
 MM0149;SPC NE       -   207,570.      419,910.      MT  (+/- 180 meters Scaled)
 MM0149
 MM0149                          SUPERSEDED SURVEY CONTROL
 MM0149
 MM0149  NAVD 88 (06/15/91) 1024.834  (m)         3362.31   (f) UNKNOWN     1 2
 MM0149  NGVD 29 (02/14/92) 1024.458  (m)         3361.08   (f) ADJUSTED    1 2
 MM0149
 MM0149.Superseded values are not recommended for survey control.
 MM0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0149.See file dsdata.txt to determine how the superseded data were derived.
 MM0149
 MM0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM367182(NAD 83)
 MM0149_MARKER: DB = BENCH MARK DISK
 MM0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0149_SP_SET: CONCRETE POST
 MM0149_STAMPING: M 22 1933 3361.132
 MM0149_MARK LOGO: CGS   
 MM0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0149+STABILITY: SURFACE MOTION
 MM0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0149+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0149
 MM0149  HISTORY     - Date     Condition        Report By
 MM0149  HISTORY     - 1933     MONUMENTED       CGS
 MM0149  HISTORY     - 19910820 GOOD             NGS
 MM0149
 MM0149                          STATION DESCRIPTION
 MM0149
 MM0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0149'10.2 MI N FROM TRYON.
 MM0149'10.2 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0149'TRYON, MC PHERSON COUNTY, ABOUT 1 MILE SOUTH OF A GENERAL LAND
 MM0149'OFFICE MARKER FOR SECTIONS 11, 12, 13 AND 14, T 20 N, R 32 W,
 MM0149'0.8 MILE NORTH OF A GROUP OF FARM BUILDING WITH A SMALL GROVE
 MM0149'OF EVERGREEN TREES IN THE FRONT YARD, ABOUT 150 YARDS SOUTH OF
 MM0149'THE HIGHEST POINT IN THE OLD HIGHWAY, ON A TANGENT ROAD, 76 FEET
 MM0149'WEST OF THE CENTERLINE OF THE OLD HIGHWAY, AND IN LINE WITH A
 MM0149'CROSS FENCE LEADING EAST.  A STANDARD DISK, STAMPED 3361.132 M 22
 MM0149'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 MM0149'ABOVE GROUND.
 MM0149
 MM0149                          STATION RECOVERY (1991)
 MM0149
 MM0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0149'16.5 KM (10.25 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0149'COURTHOUSE IN TRYON, 86.8 M (284.8 FT) NORTH OF THE CENTER OF A DIRT
 MM0149'ROAD LEADING TO THE NEAL RANCH, 34.5 M (113.2 FT) WEST OF AND LEVEL
 MM0149'WITH THE HIGHWAY CENTERLINE, 16.1 M (52.8 FT) WEST OF A WITNESS POST
 MM0149'AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 MM0149'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY LAVERNE NEAL, HC
 MM0149'71, BOX 12, TRYON, NE 69167, TELEPHONE NUMBER (308) 587-2341.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0484 ***********************************************************************
 NN0484  DESIGNATION -  M 220
 NN0484  PID         -  NN0484
 NN0484  STATE/COUNTY-  NE/ROCK
 NN0484  USGS QUAD   -  BASSETT (1954)
 NN0484
 NN0484                         *CURRENT SURVEY CONTROL
 NN0484  ___________________________________________________________________
 NN0484* NAD 83(1986)-  42 35 35.     (N)    099 31 10.     (W)     SCALED    
 NN0484* NAVD 88     -       702.732  (meters)    2305.55   (feet)  ADJUSTED  
 NN0484  ___________________________________________________________________
 NN0484  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 NN0484  DYNAMIC HT  -         702.448 (meters)    2304.61  (feet)  COMP
 NN0484  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 NN0484
 NN0484  VERT ORDER  -  FIRST     CLASS II
 NN0484
 NN0484.The horizontal coordinates were scaled from a topographic map and have
 NN0484.an estimated accuracy of +/- 6 seconds.
 NN0484
 NN0484.The orthometric height was determined by differential leveling
 NN0484.and adjusted by the National Geodetic Survey in June 1991..
 NN0484
 NN0484.The geoid height was determined by GEOID03.
 NN0484
 NN0484.The dynamic height is computed by dividing the NAVD 88
 NN0484.geopotential number by the normal gravity value computed on the
 NN0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0484.degrees latitude (g = 980.6199 gals.).
 NN0484
 NN0484.The modeled gravity was interpolated from observed gravity values.
 NN0484
 NN0484;                    North         East    Units  Estimated Accuracy
 NN0484;SPC NE       -   306,530.      539,440.      MT  (+/- 180 meters Scaled)
 NN0484
 NN0484                          SUPERSEDED SURVEY CONTROL
 NN0484
 NN0484  NGVD 29 (??/??/92)  702.485  (m)         2304.74   (f) ADJ UNCH    1 2
 NN0484
 NN0484.Superseded values are not recommended for survey control.
 NN0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0484.See file dsdata.txt to determine how the superseded data were derived.
 NN0484
 NN0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN573157(NAD 83)
 NN0484_MARKER: DB = BENCH MARK DISK
 NN0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0484_STAMPING: M 220 1946
 NN0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0484+STABILITY: SURFACE MOTION
 NN0484
 NN0484  HISTORY     - Date     Condition        Report By
 NN0484  HISTORY     - 1946     MONUMENTED       CGS
 NN0484  HISTORY     - 1982     GOOD             LOCSUR
 NN0484
 NN0484                          STATION DESCRIPTION
 NN0484
 NN0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0484'1 MI E FROM BASSETT.
 NN0484'1.0 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NN0484'THE STATION AT BASSETT, ROCK COUNTY, AT A DIRT-ROAD CROSSING,
 NN0484'48 FEET NORTH OF THE CENTERLINE OF THE TRACK, 41 FEET EAST OF
 NN0484'THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 NN0484'FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 2 FEET
 NN0484'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 220 1946 AND
 NN0484'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NN0484'GROUND.
 NN0484
 NN0484                          STATION RECOVERY (1982)
 NN0484
 NN0484'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1253 ***********************************************************************
 NM1253  DESIGNATION -  M 221
 NM1253  PID         -  NM1253
 NM1253  STATE/COUNTY-  NE/PIERCE
 NM1253  USGS QUAD   -  FOSTER (1963)
 NM1253
 NM1253                         *CURRENT SURVEY CONTROL
 NM1253  ___________________________________________________________________
 NM1253* NAD 83(1986)-  42 17 57.     (N)    097 42 32.     (W)     SCALED    
 NM1253* NAVD 88     -       503.720  (meters)    1652.62   (feet)  ADJUSTED  
 NM1253  ___________________________________________________________________
 NM1253  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 NM1253  DYNAMIC HT  -         503.532 (meters)    1652.00  (feet)  COMP
 NM1253  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 NM1253
 NM1253  VERT ORDER  -  FIRST     CLASS II
 NM1253
 NM1253.The horizontal coordinates were scaled from a topographic map and have
 NM1253.an estimated accuracy of +/- 6 seconds.
 NM1253
 NM1253.The orthometric height was determined by differential leveling
 NM1253.and adjusted by the National Geodetic Survey in June 1991..
 NM1253
 NM1253.The geoid height was determined by GEOID03.
 NM1253
 NM1253.The dynamic height is computed by dividing the NAVD 88
 NM1253.geopotential number by the normal gravity value computed on the
 NM1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1253.degrees latitude (g = 980.6199 gals.).
 NM1253
 NM1253.The modeled gravity was interpolated from observed gravity values.
 NM1253
 NM1253;                    North         East    Units  Estimated Accuracy
 NM1253;SPC NE       -   276,280.      688,860.      MT  (+/- 180 meters Scaled)
 NM1253
 NM1253                          SUPERSEDED SURVEY CONTROL
 NM1253
 NM1253  NGVD 29 (??/??/92)  503.539  (m)         1652.03   (f) ADJ UNCH    1 2
 NM1253
 NM1253.Superseded values are not recommended for survey control.
 NM1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1253.See file dsdata.txt to determine how the superseded data were derived.
 NM1253
 NM1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM064838(NAD 83)
 NM1253_MARKER: DB = BENCH MARK DISK
 NM1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1253_STAMPING: M 221 1946
 NM1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1253+STABILITY: SURFACE MOTION
 NM1253
 NM1253  HISTORY     - Date     Condition        Report By
 NM1253  HISTORY     - 1946     MONUMENTED       CGS
 NM1253  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1253
 NM1253                          STATION DESCRIPTION
 NM1253
 NM1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1253'3 MI NW FROM FOSTER.
 NM1253'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE CHICAGO AND
 NM1253'NORTH WESTERN RAILWAY STATION AT FOSTER, PIERCE COUNTY, 51 FEET
 NM1253'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 48 FEET SOUTHWEST OF
 NM1253'THE CENTERLINE OF THE C. AND N.W. RY. TRACK, 2 FEET SOUTHEAST OF
 NM1253'RAILWAY MILEPOST 26, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS
 NM1253'POST.  A STANDARD DISK, STAMPED M 221 1946 AND SET IN THE TOP
 NM1253'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NM1253
 NM1253                          STATION RECOVERY (1999)
 NM1253
 NM1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1253'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0149 ***********************************************************************
 NN0149  DESIGNATION -  M 222
 NN0149  PID         -  NN0149
 NN0149  STATE/COUNTY-  NE/ANTELOPE
 NN0149  USGS QUAD   -  ORCHARD (1986)
 NN0149
 NN0149                         *CURRENT SURVEY CONTROL
 NN0149  ___________________________________________________________________
 NN0149* NAD 83(1986)-  42 20 08.     (N)    098 09 55.     (W)     SCALED    
 NN0149* NAVD 88     -       578.806  (meters)    1898.97   (feet)  ADJUSTED  
 NN0149  ___________________________________________________________________
 NN0149  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 NN0149  DYNAMIC HT  -         578.575 (meters)    1898.21  (feet)  COMP
 NN0149  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 NN0149
 NN0149  VERT ORDER  -  FIRST     CLASS II
 NN0149
 NN0149.The horizontal coordinates were scaled from a topographic map and have
 NN0149.an estimated accuracy of +/- 6 seconds.
 NN0149
 NN0149.The orthometric height was determined by differential leveling
 NN0149.and adjusted by the National Geodetic Survey in June 1991..
 NN0149
 NN0149.The geoid height was determined by GEOID03.
 NN0149
 NN0149.The dynamic height is computed by dividing the NAVD 88
 NN0149.geopotential number by the normal gravity value computed on the
 NN0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0149.degrees latitude (g = 980.6199 gals.).
 NN0149
 NN0149.The modeled gravity was interpolated from observed gravity values.
 NN0149
 NN0149;                    North         East    Units  Estimated Accuracy
 NN0149;SPC NE       -   279,420.      651,160.      MT  (+/- 180 meters Scaled)
 NN0149
 NN0149                          SUPERSEDED SURVEY CONTROL
 NN0149
 NN0149  NGVD 29 (??/??/92)  578.600  (m)         1898.29   (f) ADJ UNCH    1 2
 NN0149
 NN0149.Superseded values are not recommended for survey control.
 NN0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0149.See file dsdata.txt to determine how the superseded data were derived.
 NN0149
 NN0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM687873(NAD 83)
 NN0149_MARKER: DB = BENCH MARK DISK
 NN0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0149_STAMPING: M 222 1946
 NN0149_MARK LOGO: CGS   
 NN0149_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0149+STABILITY: SURFACE MOTION
 NN0149
 NN0149  HISTORY     - Date     Condition        Report By
 NN0149  HISTORY     - 1946     MONUMENTED       CGS
 NN0149  HISTORY     - 19940815 GOOD             NEDR
 NN0149
 NN0149                          STATION DESCRIPTION
 NN0149
 NN0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0149'2.2 MI W FROM ROYAL.
 NN0149'2.2 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE CITY WATER TOWER
 NN0149'AT ROYAL, ANTELOPE COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 NN0149'DIRT ROAD, 52 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 36
 NN0149'FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 16 FEET NORTH OF
 NN0149'THE RIGHT-OF-WAY FENCE CORNER, 1 FOOT NORTH OF A WHITE WOODEN
 NN0149'WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 NN0149'STAMPED M 222 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0149'4 INCHES ABOVE GROUND.
 NN0149
 NN0149                          STATION RECOVERY (1994)
 NN0149
 NN0149'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0149'RECOVERED AS DESCRIBED, HOWEVER, THE MARK WAS RELOCATED DUE TO ROAD
 NN0149'CONSTRUCTION.  FOR FURTHER DETAILS, SEE THE DESCRIPTION TO THE RESET
 NN0149'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7408 ***********************************************************************
 AA7408  DESIGNATION -  M 222 RESET
 AA7408  PID         -  AA7408
 AA7408  STATE/COUNTY-  NE/ANTELOPE
 AA7408  USGS QUAD   -  ORCHARD (1986)
 AA7408
 AA7408                         *CURRENT SURVEY CONTROL
 AA7408  ___________________________________________________________________
 AA7408* NAD 83(1986)-  42 20 08.     (N)    098 09 55.     (W)     SCALED    
 AA7408* NAVD 88     -       577.97   (+/-2cm)    1896.2    (feet)  VERTCON   
 AA7408  ___________________________________________________________________
 AA7408  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AA7408
 AA7408  VERT ORDER  -  THIRD (See Below)
 AA7408
 AA7408.The horizontal coordinates were scaled from a topographic map and have
 AA7408.an estimated accuracy of +/- 6 seconds.
 AA7408
 AA7408.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7408.The vertical order pertains to the NGVD 29 superseded value.
 AA7408
 AA7408.The geoid height was determined by GEOID03.
 AA7408
 AA7408;                    North         East    Units  Estimated Accuracy
 AA7408;SPC NE       -   279,420.      651,160.      MT  (+/- 180 meters Scaled)
 AA7408
 AA7408                          SUPERSEDED SURVEY CONTROL
 AA7408
 AA7408  NGVD 29 (08/02/06)  577.76   (m)         1895.5    (f) RESET       3  
 AA7408
 AA7408.Superseded values are not recommended for survey control.
 AA7408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7408.See file dsdata.txt to determine how the superseded data were derived.
 AA7408
 AA7408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM687873(NAD 83)
 AA7408_MARKER: DV = VERTICAL CONTROL DISK
 AA7408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7408_STAMPING: M 222 RESET 1994
 AA7408_MARK LOGO: NGS   
 AA7408_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7408+STABILITY: SURFACE MOTION
 AA7408
 AA7408  HISTORY     - Date     Condition        Report By
 AA7408  HISTORY     - 1994     MONUMENTED       NEDR
 AA7408
 AA7408                          STATION DESCRIPTION
 AA7408
 AA7408'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7408'THE MARK IS LOCATED ABOUT 2.1 MI (3.4 KM) WEST FROM ROYAL, NEAR THE
 AA7408'NORTHEAST CORNER OF SEC7, T27N, R7W AND ON PUBLIC RIGHT-OF-WAY. TO
 AA7408'REACH THE MARK FROM THE WATER TOWER IN ROYAL, GO WEST ON U.S. HIGHWAY
 AA7408'20 FOR 2.1 MI (3.4 KM) TO A GRAVELED COUNTY ROAD LEADING NORTH TO THE
 AA7408'ASHFALLS FOSSIL BEDS, A TRAIL LEADING SOUTH AND THE BENCH MARK ON THE
 AA7408'LEFT, 72.54 M (237.99 FT) ALONG THE TRAIL. THE DISK IS SET INTO THE
 AA7408'TOP OF A ROUND CONCRETE POST THAT IS RECESSED 0.24 M (0.79 FT) BELOW
 AA7408'THE GROUND SURFACE.  IT IS 72.54 M (237.99 FT) SOUTH FROM THE
 AA7408'CENTERLINE OF THE HIGHWAY, 10.20 M (33.46 FT) WEST FROM THE CENTERLINE
 AA7408'OF THE TRAIL, 21.210 M (69.586 FT) WEST FROM A NAIL AND WASHER IN A
 AA7408'POWER POLE, 12.070 M (39.600 FT) SOUTH-SOUTHWEST FROM A NAIL AND
 AA7408'WASHER IN A 6-INCH DIAMETER TREE AND 0.360 M (1.181 FT) EAST FROM A
 AA7408'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0432 ***********************************************************************
 NN0432  DESIGNATION -  M 223
 NN0432  PID         -  NN0432
 NN0432  STATE/COUNTY-  NE/KEYA PAHA
 NN0432  USGS QUAD   -  MILLS (1964)
 NN0432
 NN0432                         *CURRENT SURVEY CONTROL
 NN0432  ___________________________________________________________________
 NN0432* NAD 83(1986)-  42 56 28.     (N)    099 26 03.     (W)     SCALED    
 NN0432* NAVD 88     -       607.805  (meters)    1994.11   (feet)  ADJUSTED  
 NN0432  ___________________________________________________________________
 NN0432  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 NN0432  DYNAMIC HT  -         607.575 (meters)    1993.35  (feet)  COMP
 NN0432  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 NN0432
 NN0432  VERT ORDER  -  FIRST     CLASS II
 NN0432
 NN0432.The horizontal coordinates were scaled from a topographic map and have
 NN0432.an estimated accuracy of +/- 6 seconds.
 NN0432
 NN0432.The orthometric height was determined by differential leveling
 NN0432.and adjusted by the National Geodetic Survey in June 1991..
 NN0432
 NN0432.The geoid height was determined by GEOID03.
 NN0432
 NN0432.The dynamic height is computed by dividing the NAVD 88
 NN0432.geopotential number by the normal gravity value computed on the
 NN0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0432.degrees latitude (g = 980.6199 gals.).
 NN0432
 NN0432.The modeled gravity was interpolated from observed gravity values.
 NN0432
 NN0432;                    North         East    Units  Estimated Accuracy
 NN0432;SPC NE       -   345,230.      546,180.      MT  (+/- 180 meters Scaled)
 NN0432
 NN0432                          SUPERSEDED SURVEY CONTROL
 NN0432
 NN0432  NGVD 29 (??/??/92)  607.519  (m)         1993.17   (f) ADJ UNCH    1 2
 NN0432
 NN0432.Superseded values are not recommended for survey control.
 NN0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0432.See file dsdata.txt to determine how the superseded data were derived.
 NN0432
 NN0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN645543(NAD 83)
 NN0432_MARKER: DB = BENCH MARK DISK
 NN0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0432_STAMPING: M 223 1946
 NN0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0432+STABILITY: SURFACE MOTION
 NN0432
 NN0432  HISTORY     - Date     Condition        Report By
 NN0432  HISTORY     - 1946     MONUMENTED       CGS
 NN0432
 NN0432                          STATION DESCRIPTION
 NN0432
 NN0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0432'6.1 MI NW FROM BROCKSBURG.
 NN0432'ALONG A GRADED COUNTY ROAD, 5.1 MILES WEST THENCE 1.0 NORTH OF
 NN0432'BROCKSBURG SCHOOL, AT A RIGHT ANGLE TURN IN THE ROAD, 0.4 MILE
 NN0432'EAST OF MILLS POST OFFICE, 25 FEET EAST OF THE CENTER OF THE
 NN0432'MAIN ROAD, 30 FEET SOUTH OF THE CENTER OF A DIM ROAD LEADING
 NN0432'EAST, 4 FEET SOUTH OF A CORNER FENCE POST, 2 FEET WEST OF A FENCE,
 NN0432'2 FEET NORTH OF WITNESS POST.  A BRONZE DISK STAMPED M 223 1946
 NN0432'SET IN THE TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1195 ***********************************************************************
 NM1195  DESIGNATION -  M 225
 NM1195  PID         -  NM1195
 NM1195  STATE/COUNTY-  NE/WAYNE
 NM1195  USGS QUAD   -  WAYNE (1963)
 NM1195
 NM1195                         *CURRENT SURVEY CONTROL
 NM1195  ___________________________________________________________________
 NM1195* NAD 83(1986)-  42 10 52.     (N)    097 05 39.     (W)     SCALED    
 NM1195* NAVD 88     -       459.700  (meters)    1508.20   (feet)  ADJUSTED  
 NM1195  ___________________________________________________________________
 NM1195  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 NM1195  DYNAMIC HT  -         459.532 (meters)    1507.65  (feet)  COMP
 NM1195  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 NM1195
 NM1195  VERT ORDER  -  FIRST     CLASS II
 NM1195
 NM1195.The horizontal coordinates were scaled from a topographic map and have
 NM1195.an estimated accuracy of +/- 6 seconds.
 NM1195
 NM1195.The orthometric height was determined by differential leveling
 NM1195.and adjusted by the National Geodetic Survey in June 1991..
 NM1195
 NM1195.The geoid height was determined by GEOID03.
 NM1195
 NM1195.The dynamic height is computed by dividing the NAVD 88
 NM1195.geopotential number by the normal gravity value computed on the
 NM1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1195.degrees latitude (g = 980.6199 gals.).
 NM1195
 NM1195.The modeled gravity was interpolated from observed gravity values.
 NM1195
 NM1195;                    North         East    Units  Estimated Accuracy
 NM1195;SPC NE       -   264,700.      739,960.      MT  (+/- 180 meters Scaled)
 NM1195
 NM1195                          SUPERSEDED SURVEY CONTROL
 NM1195
 NM1195  NGVD 29 (??/??/92)  459.512  (m)         1507.58   (f) ADJ UNCH    1 2
 NM1195
 NM1195.Superseded values are not recommended for survey control.
 NM1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1195.See file dsdata.txt to determine how the superseded data were derived.
 NM1195
 NM1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM573716(NAD 83)
 NM1195_MARKER: DB = BENCH MARK DISK
 NM1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1195+STABILITY: SURFACE MOTION
 NM1195
 NM1195  HISTORY     - Date     Condition        Report By
 NM1195  HISTORY     - UNK      MONUMENTED       CGS
 NM1195  HISTORY     - 1947     GOOD             NGS
 NM1195
 NM1195                          STATION DESCRIPTION
 NM1195
 NM1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM1195'4.2 MI E FROM WINSIDE.
 NM1195'4.25 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1195'RAILWAY FROM THE STATION AT WINSIDE, 0.15 MILE EAST OF MILE POST
 NM1195'EMR 24, AT A COUNTY DIRT ROAD CROSSING, 40.0 FEET EAST OF THE CENTER
 NM1195'OF THE DIRT ROAD, 36.0 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 NM1195'16.5 FEET SOUTHEAST OF A POWER LINE POLE, 10.0 FEET SOUTH OF THE
 NM1195'NORTH RIGHT OF WAY FENCE, 2.3 FEET EAST OF A REFERENCE POST, SET IN
 NM1195'A CONCRETE POST ABOUT 2 FEET ABOVE THE TRACK AND PROJECTING 0.4
 NM1195'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0510 ***********************************************************************
 NN0510  DESIGNATION -  M 226
 NN0510  PID         -  NN0510
 NN0510  STATE/COUNTY-  NE/BROWN
 NN0510  USGS QUAD   -  AINSWORTH (1954)
 NN0510
 NN0510                         *CURRENT SURVEY CONTROL
 NN0510  ___________________________________________________________________
 NN0510* NAD 83(1986)-  42 33 03.     (N)    099 49 57.     (W)     SCALED    
 NN0510* NAVD 88     -       766.106  (meters)    2513.47   (feet)  ADJUSTED  
 NN0510  ___________________________________________________________________
 NN0510  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 NN0510  DYNAMIC HT  -         765.784 (meters)    2512.41  (feet)  COMP
 NN0510  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 NN0510
 NN0510  VERT ORDER  -  FIRST     CLASS II
 NN0510
 NN0510.The horizontal coordinates were scaled from a topographic map and have
 NN0510.an estimated accuracy of +/- 6 seconds.
 NN0510
 NN0510.The orthometric height was determined by differential leveling
 NN0510.and adjusted by the National Geodetic Survey in June 1991..
 NN0510
 NN0510.The geoid height was determined by GEOID03.
 NN0510
 NN0510.The dynamic height is computed by dividing the NAVD 88
 NN0510.geopotential number by the normal gravity value computed on the
 NN0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0510.degrees latitude (g = 980.6199 gals.).
 NN0510
 NN0510.The modeled gravity was interpolated from observed gravity values.
 NN0510
 NN0510;                    North         East    Units  Estimated Accuracy
 NN0510;SPC NE       -   301,740.      513,760.      MT  (+/- 180 meters Scaled)
 NN0510
 NN0510                          SUPERSEDED SURVEY CONTROL
 NN0510
 NN0510  NGVD 29 (??/??/92)  765.813  (m)         2512.50   (f) ADJ UNCH    1 2
 NN0510
 NN0510.Superseded values are not recommended for survey control.
 NN0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0510.See file dsdata.txt to determine how the superseded data were derived.
 NN0510
 NN0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN316112(NAD 83)
 NN0510_MARKER: DB = BENCH MARK DISK
 NN0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0510_STAMPING: M 226 1946
 NN0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0510+STABILITY: SURFACE MOTION
 NN0510
 NN0510  HISTORY     - Date     Condition        Report By
 NN0510  HISTORY     - 1946     MONUMENTED       CGS
 NN0510
 NN0510                          STATION DESCRIPTION
 NN0510
 NN0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0510'1.6 MI E FROM AINSWORTH.
 NN0510'1.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE AT
 NN0510'AINSWORTH, BROWN COUNTY, AT THE ENTRANCE TO THE AINSWORTH
 NN0510'MUNICIPAL AIRPORT, 127 FEET NORTH OF THE CENTERLINE OF THE
 NN0510'HIGHWAY, 91 FEET NORTH OF THE SOUTHWEST CORNER OF THE AIRPORT,
 NN0510'26 FEET WEST OF THE CENTERLINE OF THE AIRPORT DRIVEWAY, 1 FOOT
 NN0510'NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 NN0510'A STANDARD DISK, STAMPED M 226 1946 AND SET IN THE TOP OF A
 NN0510'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0080 ***********************************************************************
 NO0080  DESIGNATION -  M 227
 NO0080  PID         -  NO0080
 NO0080  STATE/COUNTY-  NE/BROWN
 NO0080  USGS QUAD   -  JOHNSTOWN (1985)
 NO0080
 NO0080                         *CURRENT SURVEY CONTROL
 NO0080  ___________________________________________________________________
 NO0080* NAD 83(1986)-  42 34 45.     (N)    100 02 52.     (W)     SCALED    
 NO0080* NAVD 88     -       790.615  (meters)    2593.88   (feet)  ADJUSTED  
 NO0080  ___________________________________________________________________
 NO0080  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 NO0080  DYNAMIC HT  -         790.283 (meters)    2592.79  (feet)  COMP
 NO0080  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 NO0080
 NO0080  VERT ORDER  -  SECOND    CLASS 0
 NO0080
 NO0080.The horizontal coordinates were scaled from a topographic map and have
 NO0080.an estimated accuracy of +/- 6 seconds.
 NO0080
 NO0080.The orthometric height was determined by differential leveling
 NO0080.and adjusted by the National Geodetic Survey in June 1991..
 NO0080
 NO0080.The geoid height was determined by GEOID03.
 NO0080
 NO0080.The dynamic height is computed by dividing the NAVD 88
 NO0080.geopotential number by the normal gravity value computed on the
 NO0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0080.degrees latitude (g = 980.6199 gals.).
 NO0080
 NO0080.The modeled gravity was interpolated from observed gravity values.
 NO0080
 NO0080;                    North         East    Units  Estimated Accuracy
 NO0080;SPC NE       -   304,880.      496,080.      MT  (+/- 180 meters Scaled)
 NO0080
 NO0080                          SUPERSEDED SURVEY CONTROL
 NO0080
 NO0080  NGVD 29 (??/??/92)  790.318  (m)         2592.90   (f) ADJ UNCH    2 0
 NO0080
 NO0080.Superseded values are not recommended for survey control.
 NO0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0080.See file dsdata.txt to determine how the superseded data were derived.
 NO0080
 NO0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN140146(NAD 83)
 NO0080_MARKER: DB = BENCH MARK DISK
 NO0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0080_STAMPING: M 227 1946
 NO0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0080+STABILITY: SURFACE MOTION
 NO0080
 NO0080  HISTORY     - Date     Condition        Report By
 NO0080  HISTORY     - 1946     MONUMENTED       CGS
 NO0080  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0080
 NO0080                          STATION DESCRIPTION
 NO0080
 NO0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0080'1.1 MI NE FROM JOHNSTOWN.
 NO0080'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0080'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 0.7
 NO0080'MILE NORTH ALONG A DIRT ROAD, ABOUT 0.1 MILE NORTH OF A ROAD
 NO0080'INTERSECTION, 27 FEET EAST OF AND ABOUT 1 FOOT HIGHER THAN THE
 NO0080'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF AN EAST-WEST FENCE,
 NO0080'1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A 4 IN
 NO0080'X 4 IN MARKER POST.  A BRONZE DISC STAMPED M 227 1946 AND SET IN
 NO0080'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE
 NO0080'GROUND.  STAMPED M 227 1946.
 NO0080
 NO0080                          STATION RECOVERY (1984)
 NO0080
 NO0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0031 ***********************************************************************
 NO0031  DESIGNATION -  M 228
 NO0031  PID         -  NO0031
 NO0031  STATE/COUNTY-  NE/CHERRY
 NO0031  USGS QUAD   -  ARABIA (1985)
 NO0031
 NO0031                         *CURRENT SURVEY CONTROL
 NO0031  ___________________________________________________________________
 NO0031* NAD 83(1986)-  42 42 51.     (N)    100 21 20.     (W)     SCALED    
 NO0031* NAVD 88     -       828.909  (meters)    2719.51   (feet)  ADJUSTED  
 NO0031  ___________________________________________________________________
 NO0031  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 NO0031  DYNAMIC HT  -         828.569 (meters)    2718.40  (feet)  COMP
 NO0031  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 NO0031
 NO0031  VERT ORDER  -  FIRST     CLASS II
 NO0031
 NO0031.The horizontal coordinates were scaled from a topographic map and have
 NO0031.an estimated accuracy of +/- 6 seconds.
 NO0031
 NO0031.The orthometric height was determined by differential leveling
 NO0031.and adjusted by the National Geodetic Survey in June 1991..
 NO0031
 NO0031.The geoid height was determined by GEOID03.
 NO0031
 NO0031.The dynamic height is computed by dividing the NAVD 88
 NO0031.geopotential number by the normal gravity value computed on the
 NO0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0031.degrees latitude (g = 980.6199 gals.).
 NO0031
 NO0031.The modeled gravity was interpolated from observed gravity values.
 NO0031
 NO0031;                    North         East    Units  Estimated Accuracy
 NO0031;SPC NE       -   319,930.      470,880.      MT  (+/- 180 meters Scaled)
 NO0031
 NO0031                          SUPERSEDED SURVEY CONTROL
 NO0031
 NO0031  NGVD 29 (??/??/92)  828.624  (m)         2718.58   (f) ADJ UNCH    1 2
 NO0031
 NO0031.Superseded values are not recommended for survey control.
 NO0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0031.See file dsdata.txt to determine how the superseded data were derived.
 NO0031
 NO0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN889299(NAD 83)
 NO0031_MARKER: DB = BENCH MARK DISK
 NO0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0031_STAMPING: M 228 1946
 NO0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0031+STABILITY: SURFACE MOTION
 NO0031
 NO0031  HISTORY     - Date     Condition        Report By
 NO0031  HISTORY     - 1946     MONUMENTED       CGS
 NO0031  HISTORY     - 1975     GOOD             NGS
 NO0031
 NO0031                          STATION DESCRIPTION
 NO0031
 NO0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0031'1.4 MI SE FROM ARABIA.
 NO0031'1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO
 NO0031'AND NORTH WESTERN RAILWAY STATION AT ARABIA, CHERRY COUNTY,
 NO0031'85 FEET NORTHEAT OF THE CENTERLINE OF THE HIGHWAY, 48 FEET
 NO0031'SOUTHWEST OF THE CENTERLINE OF THE C. AND N.W. RY. TRACK,
 NO0031'10 FEET NORTHWEST OF RAILWAY MILEPOST 252, AND LEVEL WITH THE
 NO0031'HIGHWAY.  A STANDARD DISK, STAMPED M 228 1946 AND SET IN THE
 NO0031'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NO0031
 NO0031                          STATION RECOVERY (1975)
 NO0031
 NO0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0052 ***********************************************************************
 NO0052  DESIGNATION -  M 229
 NO0052  PID         -  NO0052
 NO0052  STATE/COUNTY-  NE/KEYA PAHA
 NO0052  USGS QUAD   -  NORDEN NW (1983)
 NO0052
 NO0052                         *CURRENT SURVEY CONTROL
 NO0052  ___________________________________________________________________
 NO0052* NAD 83(1986)-  42 52 55.     (N)    100 09 31.     (W)     SCALED    
 NO0052* NAVD 88     -       771.774  (meters)    2532.06   (feet)  ADJUSTED  
 NO0052  ___________________________________________________________________
 NO0052  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 NO0052  DYNAMIC HT  -         771.468 (meters)    2531.06  (feet)  COMP
 NO0052  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 NO0052
 NO0052  VERT ORDER  -  SECOND    CLASS 0
 NO0052
 NO0052.The horizontal coordinates were scaled from a topographic map and have
 NO0052.an estimated accuracy of +/- 6 seconds.
 NO0052
 NO0052.The orthometric height was determined by differential leveling
 NO0052.and adjusted by the National Geodetic Survey in June 1991..
 NO0052
 NO0052.The geoid height was determined by GEOID03.
 NO0052
 NO0052.The dynamic height is computed by dividing the NAVD 88
 NO0052.geopotential number by the normal gravity value computed on the
 NO0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0052.degrees latitude (g = 980.6199 gals.).
 NO0052
 NO0052.The modeled gravity was interpolated from observed gravity values.
 NO0052
 NO0052;                    North         East    Units  Estimated Accuracy
 NO0052;SPC NE       -   338,520.      487,040.      MT  (+/- 180 meters Scaled)
 NO0052
 NO0052                          SUPERSEDED SURVEY CONTROL
 NO0052
 NO0052  NGVD 29 (??/??/92)  771.458  (m)         2531.03   (f) ADJ UNCH    2 0
 NO0052
 NO0052.Superseded values are not recommended for survey control.
 NO0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0052.See file dsdata.txt to determine how the superseded data were derived.
 NO0052
 NO0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN053483(NAD 83)
 NO0052_MARKER: DB = BENCH MARK DISK
 NO0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0052_STAMPING: M 229 1946
 NO0052_MARK LOGO: CGS   
 NO0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0052+STABILITY: SURFACE MOTION
 NO0052
 NO0052  HISTORY     - Date     Condition        Report By
 NO0052  HISTORY     - 1946     MONUMENTED       CGS
 NO0052  HISTORY     - 19950406 GOOD             NGS
 NO0052
 NO0052                          STATION DESCRIPTION
 NO0052
 NO0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0052'5 MI W FROM NORDEN.
 NO0052'ABOUT 5.0 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM THE
 NO0052'CONOCO SERVICE STATION AT NORDEN, AT A CURVE IN THE HIGHWAY AND A
 NO0052'JUNCTION WITH A DIRT ROAD WEST AND A DIRT ROAD SOUTH, 123 FEET
 NO0052'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 120 FEET EAST OF THE
 NO0052'CENTER LINE OF THE NORTH-SOUTH ROAD, 27 FEET SOUTH OF AND ABOUT
 NO0052'1 FOOT HIGHER THAN THE CENTER LINE OF THE EAST-WEST ROAD, 1 FOOT
 NO0052'NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A 4 IN X 4 IN
 NO0052'MARKER POST.  A BRONZE DISC STAMPED M 229 1946 AND SET IN THE
 NO0052'TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 NO0052'STAMPED M 229 1946.
 NO0052
 NO0052                          STATION RECOVERY (1995)
 NO0052
 NO0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NO0052'RECOVERED IN GOOD CONDITION.  NOTE-REPLACED WITH A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0217 ***********************************************************************
 LJ0217  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0217  DESIGNATION -  M 23 RESET
 LJ0217  PID         -  LJ0217
 LJ0217  STATE/COUNTY-  NE/HITCHCOCK
 LJ0217  USGS QUAD   -  TRENTON SE (1976)
 LJ0217
 LJ0217                         *CURRENT SURVEY CONTROL
 LJ0217  ___________________________________________________________________
 LJ0217* NAD 83(1995)-  40 02 08.15606(N)    101 03 35.38570(W)     ADJUSTED  
 LJ0217* NAVD 88     -       886.87   (meters)    2909.7    (feet)  LEVELING  
 LJ0217  ___________________________________________________________________
 LJ0217  X           -    -938,226.483 (meters)                     COMP
 LJ0217  Y           -  -4,799,991.337 (meters)                     COMP
 LJ0217  Z           -   4,081,567.919 (meters)                     COMP
 LJ0217  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LJ0217  ELLIP HEIGHT-         863.06  (meters)          (09/24/01) GPS OBS
 LJ0217  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 LJ0217
 LJ0217  HORZ ORDER  -  B
 LJ0217  VERT ORDER  -  THIRD ?
 LJ0217  ELLP ORDER  -  FOURTH    CLASS I
 LJ0217
 LJ0217.The horizontal coordinates were established by GPS observations
 LJ0217.and adjusted by the National Geodetic Survey in June 1996..
 LJ0217
 LJ0217.The orthometric height was determined by differential leveling.
 LJ0217.The vertical network tie was performed by a horz. field party for horz.
 LJ0217.obs reductions. Reset procedures were used to establish the elevation.
 LJ0217
 LJ0217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0217
 LJ0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0217
 LJ0217.The ellipsoidal height was determined by GPS observations
 LJ0217.and is referenced to NAD 83.
 LJ0217
 LJ0217.The geoid height was determined by GEOID03.
 LJ0217
 LJ0217;                    North         East     Units Scale Factor Converg.
 LJ0217;SPC NE       -    23,013.319   409,547.802   MT  0.99998410   -0 42 08.4
 LJ0217;UTM  14      - 4,433,740.927   324,258.316   MT  0.99998022   -1 19 31.3
 LJ0217
 LJ0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0217!SPC NE       -   0.99986462  x   0.99998410  =   0.99984873
 LJ0217!UTM  14      -   0.99986462  x   0.99998022  =   0.99984485
 LJ0217
 LJ0217                          SUPERSEDED SURVEY CONTROL
 LJ0217
 LJ0217  ELLIP H (06/25/96)  863.11   (m)                       GP(       ) 1 1
 LJ0217  NGVD 29 (??/??/??)  886.52   (m)         2908.5    (f) RESET       3  
 LJ0217
 LJ0217.Superseded values are not recommended for survey control.
 LJ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0217.See file dsdata.txt to determine how the superseded data were derived.
 LJ0217
 LJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK2425833741(NAD 83)
 LJ0217_MARKER: DB = BENCH MARK DISK
 LJ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0217_STAMPING: M 23 RESET 1962
 LJ0217_MARK LOGO: CGS   
 LJ0217_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0217+STABILITY: SURFACE MOTION
 LJ0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0217+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1997
 LJ0217
 LJ0217  HISTORY     - Date     Condition        Report By
 LJ0217  HISTORY     - 1962     MONUMENTED       NEDR
 LJ0217  HISTORY     - 19950425 GOOD             NGS
 LJ0217  HISTORY     - 19970505 GOOD             NGS
 LJ0217
 LJ0217                          STATION DESCRIPTION
 LJ0217
 LJ0217'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 LJ0217'12 MI S FROM TRENTON.
 LJ0217'ABOUT 12.0 MILES SOUTH ALONG STATE HIGHWAY 17 FROM TRENTON,
 LJ0217'HITCHCOCK COUNTY, ABOUT 2.3 MILES NORTH OF THE KANSAS-NEBRASKA
 LJ0217'STATE LINE, AT A T-FENCE LEADING EAST-AND-WEST, 93 FEET EAST
 LJ0217'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF THE
 LJ0217'RIGHT-OF-WAY FENCE, 3 FEET NORTH OF THE SIDE FENCE, AND SET
 LJ0217'IN THE TOP OF A CONCRETE POST.
 LJ0217
 LJ0217                          STATION RECOVERY (1995)
 LJ0217
 LJ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0217'TO REACH THE MARK FROM THE KANSAS/NEBRASKA STATE LINE, ABOUT 14.5 MI
 LJ0217'(23.3 KM) SOUTH FROM TRENTON, GO NORTH ON STATE HIGHWAY 25 FOR 2.3 MI
 LJ0217'(3.7 KM) TO THE MARK ON THE RIGHT, ATOP A CUT BANK, IN THE SOUTHWEST
 LJ0217'CORNER OF A PASTURE, AT A T-FENCE CORNER, IN THE SW1/4, SEC21, T1N,
 LJ0217'R33W AND ON PROPERTY OF ELEANOR REDMER, HCT2, BOX 32, TRENTON,
 LJ0217'NEBRASKA.  TELEPHONE 308-334-5385.  THE DISK IS SET INTO THE TOP OF A
 LJ0217'SQUARE CONCRETE MONUMENT THAT PROJECTS 0.1 FT (3.0 CM) ABOVE THE
 LJ0217'GROUND.  IT IS 93.0 FT (28.3 M) EAST FROM THE CENTERLINE OF THE
 LJ0217'HIGHWAY, 3.0 FT (0.9 M) NORTHEAST FROM A FENCE CORNER, 2.8 FT (0.9 M)
 LJ0217'SOUTH-SOUTHEAST FROM A WITNESS POST AND ABOUT 4 M (13.1 FT) HIGHER
 LJ0217'THAN THE HIGHWAY.  A LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH SIDE
 LJ0217'OF THE MARK.
 LJ0217
 LJ0217                          STATION RECOVERY (1997)
 LJ0217
 LJ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LJ0217'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0341 ***********************************************************************
 MK0341  DESIGNATION -  M 230
 MK0341  PID         -  MK0341
 MK0341  STATE/COUNTY-  NE/BURT
 MK0341  USGS QUAD   -  TEKAMAH (1983)
 MK0341
 MK0341                         *CURRENT SURVEY CONTROL
 MK0341  ___________________________________________________________________
 MK0341* NAD 83(1986)-  41 46 24.     (N)    096 14 16.     (W)     SCALED    
 MK0341* NAVD 88     -       328.076  (meters)    1076.36   (feet)  ADJUSTED  
 MK0341  ___________________________________________________________________
 MK0341  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 MK0341  DYNAMIC HT  -         327.949 (meters)    1075.95  (feet)  COMP
 MK0341  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 MK0341
 MK0341  VERT ORDER  -  SECOND    CLASS 0
 MK0341
 MK0341.The horizontal coordinates were scaled from a topographic map and have
 MK0341.an estimated accuracy of +/- 6 seconds.
 MK0341
 MK0341.The orthometric height was determined by differential leveling
 MK0341.and adjusted by the National Geodetic Survey in June 1991..
 MK0341
 MK0341.The geoid height was determined by GEOID03.
 MK0341
 MK0341.The dynamic height is computed by dividing the NAVD 88
 MK0341.geopotential number by the normal gravity value computed on the
 MK0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0341.degrees latitude (g = 980.6199 gals.).
 MK0341
 MK0341.The modeled gravity was interpolated from observed gravity values.
 MK0341
 MK0341;                    North         East    Units  Estimated Accuracy
 MK0341;SPC NE       -   222,190.      812,610.      MT  (+/- 180 meters Scaled)
 MK0341
 MK0341                          SUPERSEDED SURVEY CONTROL
 MK0341
 MK0341  NGVD 29 (??/??/92)  327.940  (m)         1075.92   (f) ADJ UNCH    2 0
 MK0341
 MK0341.Superseded values are not recommended for survey control.
 MK0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0341.See file dsdata.txt to determine how the superseded data were derived.
 MK0341
 MK0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM295282(NAD 83)
 MK0341_MARKER: DB = BENCH MARK DISK
 MK0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0341_SP_SET: BRIDGE ABUTMENT
 MK0341_STAMPING: M 230 1947
 MK0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0341
 MK0341  HISTORY     - Date     Condition        Report By
 MK0341  HISTORY     - 1947     MONUMENTED       CGS
 MK0341
 MK0341                          STATION DESCRIPTION
 MK0341
 MK0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0341'1 MI W FROM TEKAMAH.
 MK0341'1.05 MILE WEST ALONG U.S. HIGHWAY NO. 73W FROM THE COURT HOUSE
 MK0341'AT TEKAMAH, AT THE CROSSING OF A CREEK, 60.0 FEET SOUTHEAST
 MK0341'OF THE CENTER OF THE HIGHWAY, 5.5 FEET NORTHWEST OF THE NORTHWEST
 MK0341'RAIL OF THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY
 MK0341'TRACK, 5.1 FEET BELOW THE BASE OF THE RAILS, SET IN TOP OF THE
 MK0341'NORTHWEST END OF THE NORTHEAST STONE ABUTMENT OF A STEEL RAILROAD
 MK0341'BRIDGE, ABOUT THE SAME ELEVATION AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0317 ***********************************************************************
 MK0317  DESIGNATION -  M 231 RESET
 MK0317  PID         -  MK0317
 MK0317  STATE/COUNTY-  NE/BURT
 MK0317  USGS QUAD   -  CRAIG (1970)
 MK0317
 MK0317                         *CURRENT SURVEY CONTROL
 MK0317  ___________________________________________________________________
 MK0317* NAD 83(1986)-  41 51 28.     (N)    096 20 50.     (W)     SCALED    
 MK0317* NAVD 88     -       423.53   (meters)    1389.5    (feet)  RESET     
 MK0317  ___________________________________________________________________
 MK0317  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 MK0317
 MK0317  VERT ORDER  -  THIRD
 MK0317
 MK0317.The horizontal coordinates were scaled from a topographic map and have
 MK0317.an estimated accuracy of +/- 6 seconds.
 MK0317
 MK0317.The orthometric height was computed from unverified reset data.
 MK0317
 MK0317.The geoid height was determined by GEOID03.
 MK0317
 MK0317;                    North         East    Units  Estimated Accuracy
 MK0317;SPC NE       -   231,170.      803,120.      MT  (+/- 180 meters Scaled)
 MK0317
 MK0317                          SUPERSEDED SURVEY CONTROL
 MK0317
 MK0317  NGVD 29 (??/??/??)  423.39   (m)         1389.1    (f) RESET       3  
 MK0317
 MK0317.Superseded values are not recommended for survey control.
 MK0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0317.See file dsdata.txt to determine how the superseded data were derived.
 MK0317
 MK0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM201373(NAD 83)
 MK0317_MARKER: DB = BENCH MARK DISK
 MK0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0317_STAMPING: M 231 1947 RESET 1957
 MK0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0317+STABILITY: SURFACE MOTION
 MK0317
 MK0317  HISTORY     - Date     Condition        Report By
 MK0317  HISTORY     - 1957     MONUMENTED       CGS
 MK0317
 MK0317                          STATION DESCRIPTION
 MK0317
 MK0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK0317'5.7 MI N FROM CRAIG.
 MK0317'0.7 MILE EAST ALONG OLD U.S. HIGHWAY 73 W FROM THE HIGH SCHOOL
 MK0317'AT CRAIG, THENCE 1.0 MILE NORTH ALONG GRAVEL ROAD TO NEW U.S.
 MK0317'HIGHWAY 73 W.  CROSS THE NEW HIGHWAY AND CONTINUE NORTH
 MK0317'ALONG GRAVEL ROAD FOR 4.0 MILES TO CROSSROADS, IN THE NORTHWEST
 MK0317'ANGLE OF CROSSROAD, IN THE FARMYARD OF JOE ENTREKIN, 40 FEET
 MK0317'NORTH OF THE CENTER OF GRAVEL ROAD, 33 FEET WEST OF THE
 MK0317'CENTER OF GRAVEL ROAD, 14 FEET NORTH OF FENCE CORNER, 3 FEET SOUTH
 MK0317'OF A POWER-LINE GUY POLE, AND 2 FEET WEST OF FENCE.  THE MARK
 MK0317'PROJECTS 6 INCHES AND THE DISK IS STAMPED M 231 1947 RESET
 MK0317'1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0501 ***********************************************************************
 MK0501  DESIGNATION -  M 232
 MK0501  PID         -  MK0501
 MK0501  STATE/COUNTY-  NE/WASHINGTON
 MK0501  USGS QUAD   -  ARLINGTON (1968)
 MK0501
 MK0501                         *CURRENT SURVEY CONTROL
 MK0501  ___________________________________________________________________
 MK0501* NAD 83(1986)-  41 26 22.     (N)    096 15 06.     (W)     SCALED    
 MK0501* NAVD 88     -       362.298  (meters)    1188.64   (feet)  ADJUSTED  
 MK0501  ___________________________________________________________________
 MK0501  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 MK0501  DYNAMIC HT  -         362.126 (meters)    1188.08  (feet)  COMP
 MK0501  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 MK0501
 MK0501  VERT ORDER  -  SECOND    CLASS 0
 MK0501
 MK0501.The horizontal coordinates were scaled from a topographic map and have
 MK0501.an estimated accuracy of +/- 6 seconds.
 MK0501
 MK0501.The orthometric height was determined by differential leveling
 MK0501.and adjusted by the National Geodetic Survey in June 1991..
 MK0501
 MK0501.The geoid height was determined by GEOID03.
 MK0501
 MK0501.The dynamic height is computed by dividing the NAVD 88
 MK0501.geopotential number by the normal gravity value computed on the
 MK0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0501.degrees latitude (g = 980.6199 gals.).
 MK0501
 MK0501.The modeled gravity was interpolated from observed gravity values.
 MK0501
 MK0501;                    North         East    Units  Estimated Accuracy
 MK0501;SPC NE       -   185,110.      813,060.      MT  (+/- 180 meters Scaled)
 MK0501
 MK0501                          SUPERSEDED SURVEY CONTROL
 MK0501
 MK0501  NGVD 29 (??/??/92)  362.148  (m)         1188.15   (f) ADJ UNCH    2 0
 MK0501
 MK0501.Superseded values are not recommended for survey control.
 MK0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0501.See file dsdata.txt to determine how the superseded data were derived.
 MK0501
 MK0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL296911(NAD 83)
 MK0501_MARKER: DB = BENCH MARK DISK
 MK0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0501_STAMPING: M 232 1947
 MK0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0501+STABILITY: SURFACE MOTION
 MK0501
 MK0501  HISTORY     - Date     Condition        Report By
 MK0501  HISTORY     - 1947     MONUMENTED       CGS
 MK0501  HISTORY     - 1986     GOOD             USPSQD
 MK0501
 MK0501                          STATION DESCRIPTION
 MK0501
 MK0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0501'3.5 MI SW FROM KENNARD.
 MK0501'3.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0501'FROM THE STATION AT KENNARD.  ABOUT 9 1/2 POLES NORTHEAST
 MK0501'OF MILEPOST 24, AT A ROAD CROSSING, 50 FEET NORTHWEST OF AND
 MK0501'4 FEET HIGHER THAN THE CENTER LINE OF THE TRACK, 35 FEET EAST
 MK0501'OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTHEAST OF A FORKED
 MK0501'48-INCH MAPLE TREE, 11 FEET NORTHEAST OF A TELEPHONE POLE,
 MK0501'3 FEET NORTHEAST OF A FENCE CORNER, 3 FEET SOUTHWEST OF A 4 X 4
 MK0501'MARKER POST, AND 1 FOOT SOUTHEAST OF A FENCE.  A BRONZE DISK
 MK0501'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES ABOVE
 MK0501'THE SURFACE OF THE GROUND.
 MK0501
 MK0501                          STATION RECOVERY (1986)
 MK0501
 MK0501'RECOVERY NOTE BY US POWER SQUADRON 1986 (MRB)
 MK0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0641 ***********************************************************************
 MK0641  DESIGNATION -  M 233
 MK0641  PID         -  MK0641
 MK0641  STATE/COUNTY-  NE/WASHINGTON
 MK0641  USGS QUAD   -  FORT CALHOUN (1975)
 MK0641
 MK0641                         *CURRENT SURVEY CONTROL
 MK0641  ___________________________________________________________________
 MK0641* NAD 83(1986)-  41 24 12.     (N)    096 05 52.     (W)     SCALED    
 MK0641* NAVD 88     -       400.477  (meters)    1313.90   (feet)  ADJUSTED  
 MK0641  ___________________________________________________________________
 MK0641  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 MK0641  DYNAMIC HT  -         400.284 (meters)    1313.27  (feet)  COMP
 MK0641  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 MK0641
 MK0641  VERT ORDER  -  SECOND    CLASS 0
 MK0641
 MK0641.The horizontal coordinates were scaled from a topographic map and have
 MK0641.an estimated accuracy of +/- 6 seconds.
 MK0641
 MK0641.The orthometric height was determined by differential leveling
 MK0641.and adjusted by the National Geodetic Survey in June 1991..
 MK0641
 MK0641.The geoid height was determined by GEOID03.
 MK0641
 MK0641.The dynamic height is computed by dividing the NAVD 88
 MK0641.geopotential number by the normal gravity value computed on the
 MK0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0641.degrees latitude (g = 980.6199 gals.).
 MK0641
 MK0641.The modeled gravity was interpolated from observed gravity values.
 MK0641
 MK0641;                    North         East    Units  Estimated Accuracy
 MK0641;SPC NE       -   181,670.      826,080.      MT  (+/- 180 meters Scaled)
 MK0641
 MK0641                          SUPERSEDED SURVEY CONTROL
 MK0641
 MK0641  NGVD 29 (??/??/92)  400.335  (m)         1313.43   (f) ADJ UNCH    2 0
 MK0641
 MK0641.Superseded values are not recommended for survey control.
 MK0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0641.See file dsdata.txt to determine how the superseded data were derived.
 MK0641
 MK0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL426875(NAD 83)
 MK0641_MARKER: DB = BENCH MARK DISK
 MK0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0641_STAMPING: M 233 1947
 MK0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0641+STABILITY: SURFACE MOTION
 MK0641
 MK0641  HISTORY     - Date     Condition        Report By
 MK0641  HISTORY     - 1947     MONUMENTED       CGS
 MK0641  HISTORY     - 1976     GOOD             LOCSUR
 MK0641
 MK0641                          STATION DESCRIPTION
 MK0641
 MK0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0641'8.3 MI SE FROM KENNARD.
 MK0641'ABOUT 75 YARDS SOUTHEAST ALONG A GRAVELED STREET FROM THE CHICAGO
 MK0641'AND NORTHWESTERN RAILWAY STATION AT KENNARD, THENCE 0.1 MILE
 MK0641'NORTHEAST ALONG U.S. HIGHWAY 30, THENCE 2.9 MILES EAST ALONG A
 MK0641'GRAVELED ROAD, THENCE 4.8 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 MK0641'THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, ABOUT 55 YARDS
 MK0641'SOUTHWEST OF A FARMHOUSE, 41 FEET EAST OF AND 2 FEET HIGHER
 MK0641'THAN THE CENTER LINE OF THE ROAD, 34 FEET SOUTH OF A 14-INCH
 MK0641'ASH TREE, 32 FEET SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE
 MK0641'ROAD LEADING TO THE WEST, 2 FEET WEST OF A 4 X 4 MARKER POST,
 MK0641'1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0641'PROJECTS 4 INCHES ABOVE THE GROUND.
 MK0641
 MK0641                          STATION RECOVERY (1976)
 MK0641
 MK0641'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0642 ***********************************************************************
 MK0642  DESIGNATION -  M 233 RESET
 MK0642  PID         -  MK0642
 MK0642  STATE/COUNTY-  NE/WASHINGTON
 MK0642  USGS QUAD   -  FORT CALHOUN (1975)
 MK0642
 MK0642                         *CURRENT SURVEY CONTROL
 MK0642  ___________________________________________________________________
 MK0642* NAD 83(1986)-  41 24 12.     (N)    096 05 52.     (W)     SCALED    
 MK0642* NAVD 88     -       400.49   (meters)    1313.9    (feet)  RESET     
 MK0642  ___________________________________________________________________
 MK0642  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 MK0642
 MK0642  VERT ORDER  -  THIRD
 MK0642
 MK0642.The horizontal coordinates were scaled from a topographic map and have
 MK0642.an estimated accuracy of +/- 6 seconds.
 MK0642
 MK0642.The orthometric height was computed from unverified reset data.
 MK0642
 MK0642.The geoid height was determined by GEOID03.
 MK0642
 MK0642;                    North         East    Units  Estimated Accuracy
 MK0642;SPC NE       -   181,670.      826,080.      MT  (+/- 180 meters Scaled)
 MK0642
 MK0642                          SUPERSEDED SURVEY CONTROL
 MK0642
 MK0642  NGVD 29 (??/??/??)  400.44   (m)         1313.8    (f) RESET       3  
 MK0642
 MK0642.Superseded values are not recommended for survey control.
 MK0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0642.See file dsdata.txt to determine how the superseded data were derived.
 MK0642
 MK0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL426875(NAD 83)
 MK0642_MARKER: DB = BENCH MARK DISK
 MK0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0642_STAMPING: M 233 RESET 1958
 MK0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0642+STABILITY: SURFACE MOTION
 MK0642
 MK0642  HISTORY     - Date     Condition        Report By
 MK0642  HISTORY     - 1958     MONUMENTED       NEDR
 MK0642
 MK0642                          STATION DESCRIPTION
 MK0642
 MK0642'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 MK0642'8.3 MI SE FROM KENNARD.
 MK0642'ABOUT 75 YARDS SOUTHEAST ALONG A GRAVELED STREET FROM THE CHICAGO
 MK0642'AND NORTHWESTERN RAILWAY STATION AT KENNARD, THENCE 0.1 MILE
 MK0642'NORTHEAST ALONG U.S. HIGHWAY 30, THENCE 2.9 MILES EAST ALONG A
 MK0642'GRAVELED ROAD, THENCE 4.8 MILES SOUTHEAST ALONG A PAVED ROAD,
 MK0642'ABOUT 55 YARDS SOUTHWEST OF A FARMHOUSE, 79 FEET EAST OF AND
 MK0642'ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 25 FEET
 MK0642'SOUTHWEST OF AN APPLE TREE, 4 FEET SOUTH OF AN EXTENDED EAST-WEST
 MK0642'FENCE, 2 FEET EAST OF A 4 X 4 MARKER POST, AND SET IN THE TOP
 MK0642'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0534 ***********************************************************************
 MK0534  DESIGNATION -  M 234
 MK0534  PID         -  MK0534
 MK0534  STATE/COUNTY-  NE/WASHINGTON
 MK0534  USGS QUAD   -  FORT CALHOUN (1975)
 MK0534
 MK0534                         *CURRENT SURVEY CONTROL
 MK0534  ___________________________________________________________________
 MK0534* NAD 83(1986)-  41 29 15.     (N)    096 02 35.     (W)     SCALED    
 MK0534* NAVD 88     -       305.306  (meters)    1001.66   (feet)  ADJUSTED  
 MK0534  ___________________________________________________________________
 MK0534  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 MK0534  DYNAMIC HT  -         305.164 (meters)    1001.19  (feet)  COMP
 MK0534  MODELED GRAV-     980,150.2   (mgal)                       NAVD 88
 MK0534
 MK0534  VERT ORDER  -  SECOND    CLASS 0
 MK0534
 MK0534.The horizontal coordinates were scaled from a topographic map and have
 MK0534.an estimated accuracy of +/- 6 seconds.
 MK0534
 MK0534.The orthometric height was determined by differential leveling
 MK0534.and adjusted by the National Geodetic Survey in June 1991..
 MK0534
 MK0534.The geoid height was determined by GEOID03.
 MK0534
 MK0534.The dynamic height is computed by dividing the NAVD 88
 MK0534.geopotential number by the normal gravity value computed on the
 MK0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0534.degrees latitude (g = 980.6199 gals.).
 MK0534
 MK0534.The modeled gravity was interpolated from observed gravity values.
 MK0534
 MK0534;                    North         East    Units  Estimated Accuracy
 MK0534;SPC NE       -   191,210.      830,230.      MT  (+/- 180 meters Scaled)
 MK0534
 MK0534                          SUPERSEDED SURVEY CONTROL
 MK0534
 MK0534  NGVD 29 (??/??/92)  305.168  (m)         1001.21   (f) ADJ UNCH    2 0
 MK0534
 MK0534.Superseded values are not recommended for survey control.
 MK0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0534.See file dsdata.txt to determine how the superseded data were derived.
 MK0534
 MK0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL468970(NAD 83)
 MK0534_MARKER: DB = BENCH MARK DISK
 MK0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0534_STAMPING: M 234 1947
 MK0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0534+STABILITY: SURFACE MOTION
 MK0534
 MK0534  HISTORY     - Date     Condition        Report By
 MK0534  HISTORY     - 1947     MONUMENTED       CGS
 MK0534  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0534
 MK0534                          STATION DESCRIPTION
 MK0534
 MK0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0534'2.7 MI MW FROM FORT CALHOUN.
 MK0534'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 73 FROM THE POST
 MK0534'OFFICE AT FORT CALHOUN TO THE SITE OF THE MARK.  THE MARK IS
 MK0534'ABOUT 1 POLE NORTHWEST OF RAILWAY MILEPOST 104-40, ABOUT 44
 MK0534'YARDS NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 67 FEET
 MK0534'NORTHWEST OF THE NORTHWEST END OF A GATE, 49 FEET NORTHEAST
 MK0534'OF THE CENTER LINE OF THE RAILWAY TRACK, 17 FEET NORTH OF A
 MK0534'TELEPHONE POLE, 2 FEET SOUTHEAST OF A 4 X 4 MARKER POST, AND
 MK0534'1 FOOT SOUTHWEST OF A FENCE.  A BRONZE DISK SET IN THE TOP OF
 MK0534'A CONCRETE POST AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 MK0534'GROUND.
 MK0534
 MK0534                          STATION RECOVERY (1966)
 MK0534
 MK0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0649 ***********************************************************************
 NM0649  DESIGNATION -  M 235
 NM0649  PID         -  NM0649
 NM0649  STATE/COUNTY-  NE/DAKOTA
 NM0649  USGS QUAD   -  EMERSON SE (1967)
 NM0649
 NM0649                         *CURRENT SURVEY CONTROL
 NM0649  ___________________________________________________________________
 NM0649* NAD 83(1986)-  42 21 55.     (N)    096 37 01.     (W)     SCALED    
 NM0649* NAVD 88     -       365.786  (meters)    1200.08   (feet)  ADJUSTED  
 NM0649  ___________________________________________________________________
 NM0649  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 NM0649  DYNAMIC HT  -         365.664 (meters)    1199.68  (feet)  COMP
 NM0649  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 NM0649
 NM0649  VERT ORDER  -  FIRST     CLASS II
 NM0649
 NM0649.The horizontal coordinates were scaled from a topographic map and have
 NM0649.an estimated accuracy of +/- 6 seconds.
 NM0649
 NM0649.The orthometric height was determined by differential leveling
 NM0649.and adjusted by the National Geodetic Survey in June 1991..
 NM0649
 NM0649.The geoid height was determined by GEOID03.
 NM0649
 NM0649.The dynamic height is computed by dividing the NAVD 88
 NM0649.geopotential number by the normal gravity value computed on the
 NM0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0649.degrees latitude (g = 980.6199 gals.).
 NM0649
 NM0649.The modeled gravity was interpolated from observed gravity values.
 NM0649
 NM0649;                    North         East    Units  Estimated Accuracy
 NM0649;SPC NE       -   286,570.      778,550.      MT  (+/- 180 meters Scaled)
 NM0649
 NM0649                          SUPERSEDED SURVEY CONTROL
 NM0649
 NM0649  NGVD 29 (??/??/92)  365.618  (m)         1199.53   (f) ADJ UNCH    1 2
 NM0649
 NM0649.Superseded values are not recommended for survey control.
 NM0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0649.See file dsdata.txt to determine how the superseded data were derived.
 NM0649
 NM0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM962930(NAD 83)
 NM0649_MARKER: DB = BENCH MARK DISK
 NM0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0649_STAMPING: M 235 1947
 NM0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0649+STABILITY: SURFACE MOTION
 NM0649
 NM0649  HISTORY     - Date     Condition        Report By
 NM0649  HISTORY     - 1947     MONUMENTED       CGS
 NM0649
 NM0649                          STATION DESCRIPTION
 NM0649
 NM0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0649'2 MI SW FROM HUBBARD.
 NM0649'2.0 MILES SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS,
 NM0649'AND OMAHA RAILROAD FROM THE STATION AT HUBBARD, AT A ROAD
 NM0649'CROSSING 3 POLES SOUTHWEST OF MILE POST 18-15, 44.7 FEET SOUTHEAST
 NM0649'OF AND LEVEL WITH THE CENTER LINE OF THE RAILROAD, 31.4 FEET SOUTH
 NM0649'OF THE CENTER LINE OF THE ROAD, 7.5 FEET SOUTHWEST OF A POWER
 NM0649'POLE, 4.0 FEET NORTHWEST OF THE RIGHT OF WAY FENCE, 1.0 FOOT NORTH
 NM0649'OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NM0649'PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0554 ***********************************************************************
 NM0554  DESIGNATION -  M 236
 NM0554  PID         -  NM0554
 NM0554  STATE/COUNTY-  NE/DAKOTA
 NM0554  USGS QUAD   -  HOMER (1976)
 NM0554
 NM0554                         *CURRENT SURVEY CONTROL
 NM0554  ___________________________________________________________________
 NM0554* NAD 83(1986)-  42 19 19.     (N)    096 29 32.     (W)     SCALED    
 NM0554* NAVD 88     -       340.196  (meters)    1116.13   (feet)  ADJUSTED  
 NM0554  ___________________________________________________________________
 NM0554  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 NM0554  DYNAMIC HT  -         340.084 (meters)    1115.76  (feet)  COMP
 NM0554  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 NM0554
 NM0554  VERT ORDER  -  SECOND    CLASS 0
 NM0554
 NM0554.The horizontal coordinates were scaled from a topographic map and have
 NM0554.an estimated accuracy of +/- 6 seconds.
 NM0554
 NM0554.The orthometric height was determined by differential leveling
 NM0554.and adjusted by the National Geodetic Survey in June 1991..
 NM0554
 NM0554.The geoid height was determined by GEOID03.
 NM0554
 NM0554.The dynamic height is computed by dividing the NAVD 88
 NM0554.geopotential number by the normal gravity value computed on the
 NM0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0554.degrees latitude (g = 980.6199 gals.).
 NM0554
 NM0554.The modeled gravity was interpolated from observed gravity values.
 NM0554
 NM0554;                    North         East    Units  Estimated Accuracy
 NM0554;SPC NE       -   282,170.      789,000.      MT  (+/- 180 meters Scaled)
 NM0554
 NM0554                          SUPERSEDED SURVEY CONTROL
 NM0554
 NM0554  NGVD 29 (??/??/92)  340.039  (m)         1115.61   (f) ADJ UNCH    2 0
 NM0554
 NM0554.Superseded values are not recommended for survey control.
 NM0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0554.See file dsdata.txt to determine how the superseded data were derived.
 NM0554
 NM0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM066885(NAD 83)
 NM0554_MARKER: DB = BENCH MARK DISK
 NM0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0554_SP_SET: BUILDING
 NM0554_STAMPING: M 236 1947
 NM0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0554
 NM0554  HISTORY     - Date     Condition        Report By
 NM0554  HISTORY     - 1947     MONUMENTED       CGS
 NM0554  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0554
 NM0554                          STATION DESCRIPTION
 NM0554
 NM0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0554'AT HOMER.
 NM0554'AT HOMER, ON THE EAST FACE OF THE HOMER HIGH SCHOOL BUILDING,
 NM0554'18.0 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE, 13.0 FEET
 NM0554'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 2.9 FEET ABOVE
 NM0554'GROUND AND SET IN A DRILL HOLE IN A BRICK WALL.  NOTE-- 1966-HIGH
 NM0554'SCHOOL BUILDING HAS BEEN TORN DOWN.
 NM0554
 NM0554                          STATION RECOVERY (1966)
 NM0554
 NM0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0645 ***********************************************************************
 NM0645  DESIGNATION -  M 237
 NM0645  PID         -  NM0645
 NM0645  STATE/COUNTY-  NE/DAKOTA
 NM0645  USGS QUAD   -  EMERSON (1967)
 NM0645
 NM0645                         *CURRENT SURVEY CONTROL
 NM0645  ___________________________________________________________________
 NM0645* NAD 83(1986)-  42 18 54.     (N)    096 38 28.     (W)     SCALED    
 NM0645* NAVD 88     -       412.810  (meters)    1354.36   (feet)  ADJUSTED  
 NM0645  ___________________________________________________________________
 NM0645  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 NM0645  DYNAMIC HT  -         412.670 (meters)    1353.90  (feet)  COMP
 NM0645  MODELED GRAV-     980,270.9   (mgal)                       NAVD 88
 NM0645
 NM0645  VERT ORDER  -  FIRST     CLASS II
 NM0645
 NM0645.The horizontal coordinates were scaled from a topographic map and have
 NM0645.an estimated accuracy of +/- 6 seconds.
 NM0645
 NM0645.The orthometric height was determined by differential leveling
 NM0645.and adjusted by the National Geodetic Survey in June 1991..
 NM0645
 NM0645.The geoid height was determined by GEOID03.
 NM0645
 NM0645.The dynamic height is computed by dividing the NAVD 88
 NM0645.geopotential number by the normal gravity value computed on the
 NM0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0645.degrees latitude (g = 980.6199 gals.).
 NM0645
 NM0645.The modeled gravity was interpolated from observed gravity values.
 NM0645
 NM0645;                    North         East    Units  Estimated Accuracy
 NM0645;SPC NE       -   280,910.      776,770.      MT  (+/- 180 meters Scaled)
 NM0645
 NM0645                          SUPERSEDED SURVEY CONTROL
 NM0645
 NM0645  NGVD 29 (??/??/92)  412.638  (m)         1353.80   (f) ADJ UNCH    1 2
 NM0645
 NM0645.Superseded values are not recommended for survey control.
 NM0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0645.See file dsdata.txt to determine how the superseded data were derived.
 NM0645
 NM0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM943874(NAD 83)
 NM0645_MARKER: DB = BENCH MARK DISK
 NM0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0645_STAMPING: M 237 1947
 NM0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0645+STABILITY: SURFACE MOTION
 NM0645
 NM0645  HISTORY     - Date     Condition        Report By
 NM0645  HISTORY     - 1947     MONUMENTED       CGS
 NM0645
 NM0645                          STATION DESCRIPTION
 NM0645
 NM0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0645'1 MI E FROM NACORA.
 NM0645'1.0 EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0645'RAILROAD FROM THE STATION AT NACORA, 2.5 POLES EAST OF MILEPOST
 NM0645'22-25, 44.5 FEET NORTH OF THE NORTH RAIL, 30.0 FEET WEST OF A
 NM0645'LONE COTTONWOOD TREE, 3.0 FEET WEST OF A FENCE CORNER, 2.0 FEET
 NM0645'SOUTH OF A WIRE FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST
 NM0645'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0681 ***********************************************************************
 NM0681  DESIGNATION -  M 238
 NM0681  PID         -  NM0681
 NM0681  STATE/COUNTY-  NE/THURSTON
 NM0681  USGS QUAD   -  PENDER NE (1966)
 NM0681
 NM0681                         *CURRENT SURVEY CONTROL
 NM0681  ___________________________________________________________________
 NM0681* NAD 83(1986)-  42 13 53.     (N)    096 33 03.     (W)     SCALED    
 NM0681* NAVD 88     -       394.905  (meters)    1295.62   (feet)  ADJUSTED  
 NM0681  ___________________________________________________________________
 NM0681  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 NM0681  DYNAMIC HT  -         394.769 (meters)    1295.17  (feet)  COMP
 NM0681  MODELED GRAV-     980,266.3   (mgal)                       NAVD 88
 NM0681
 NM0681  VERT ORDER  -  SECOND    CLASS 0
 NM0681
 NM0681.The horizontal coordinates were scaled from a topographic map and have
 NM0681.an estimated accuracy of +/- 6 seconds.
 NM0681
 NM0681.The orthometric height was determined by differential leveling
 NM0681.and adjusted by the National Geodetic Survey in June 1991..
 NM0681
 NM0681.The geoid height was determined by GEOID03.
 NM0681
 NM0681.The dynamic height is computed by dividing the NAVD 88
 NM0681.geopotential number by the normal gravity value computed on the
 NM0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0681.degrees latitude (g = 980.6199 gals.).
 NM0681
 NM0681.The modeled gravity was interpolated from observed gravity values.
 NM0681
 NM0681;                    North         East    Units  Estimated Accuracy
 NM0681;SPC NE       -   271,930.      784,580.      MT  (+/- 180 meters Scaled)
 NM0681
 NM0681                          SUPERSEDED SURVEY CONTROL
 NM0681
 NM0681  NGVD 29 (??/??/92)  394.743  (m)         1295.09   (f) ADJ UNCH    2 0
 NM0681
 NM0681.Superseded values are not recommended for survey control.
 NM0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0681.See file dsdata.txt to determine how the superseded data were derived.
 NM0681
 NM0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM021783(NAD 83)
 NM0681_MARKER: DB = BENCH MARK DISK
 NM0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0681_STAMPING: M 238 1947
 NM0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0681+STABILITY: SURFACE MOTION
 NM0681
 NM0681  HISTORY     - Date     Condition        Report By
 NM0681  HISTORY     - 1947     MONUMENTED       CGS
 NM0681  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0681
 NM0681                          STATION DESCRIPTION
 NM0681
 NM0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0681'10.7 MI SW FROM HOMER.
 NM0681'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER
 NM0681'TO U.S. HIGHWAY NO. 77, THENCE SOUTH 4.2 MILES TO A T-ROAD,
 NM0681'THENCE WEST 4.0 MILES TO A T-ROAD, THENCE SOUTH 2.4 MILES TO A
 NM0681'FARM HOUSE AND A T-ROAD LEADING EAST, 45.0 FEET SOUTHWEST OF
 NM0681'A LARGE MAPLE TREE, 30.0 FEET EAST OF A FENCE CORNER POST,
 NM0681'18.8 FEET SOUTH OF THE CENTER OF THE ROAD, 1.0 FOOT NORTH OF
 NM0681'A WIRE FENCE, 1.0 FOOT WEST OF A 4 IN X 4 IN MARKER POST AND
 NM0681'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NM0681'THE GROUND.
 NM0681
 NM0681                          STATION RECOVERY (1965)
 NM0681
 NM0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0682 ***********************************************************************
 NM0682  DESIGNATION -  M 238 RESET
 NM0682  PID         -  NM0682
 NM0682  STATE/COUNTY-  NE/THURSTON
 NM0682  USGS QUAD   -  PENDER NE (1966)
 NM0682
 NM0682                         *CURRENT SURVEY CONTROL
 NM0682  ___________________________________________________________________
 NM0682* NAD 83(1986)-  42 13 53.     (N)    096 33 02.     (W)     SCALED    
 NM0682* NAVD 88     -       394.16   (meters)    1293.2    (feet)  RESET     
 NM0682  ___________________________________________________________________
 NM0682  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 NM0682
 NM0682  VERT ORDER  -  THIRD
 NM0682
 NM0682.The horizontal coordinates were scaled from a topographic map and have
 NM0682.an estimated accuracy of +/- 6 seconds.
 NM0682
 NM0682.The orthometric height was computed from unverified reset data.
 NM0682
 NM0682.The geoid height was determined by GEOID03.
 NM0682
 NM0682;                    North         East    Units  Estimated Accuracy
 NM0682;SPC NE       -   271,930.      784,600.      MT  (+/- 180 meters Scaled)
 NM0682
 NM0682                          SUPERSEDED SURVEY CONTROL
 NM0682
 NM0682  NGVD 29 (??/??/??)  393.99   (m)         1292.6    (f) RESET       3  
 NM0682
 NM0682.Superseded values are not recommended for survey control.
 NM0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0682.See file dsdata.txt to determine how the superseded data were derived.
 NM0682
 NM0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM021783(NAD 83)
 NM0682_MARKER: DB = BENCH MARK DISK
 NM0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0682_STAMPING: M 238 RESET 1951
 NM0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0682+STABILITY: SURFACE MOTION
 NM0682
 NM0682  HISTORY     - Date     Condition        Report By
 NM0682  HISTORY     - 1951     MONUMENTED       NEDR
 NM0682
 NM0682                          STATION DESCRIPTION
 NM0682
 NM0682'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1951
 NM0682'10.7 MI SW FROM HOMER.
 NM0682'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0682'SOUTH 4.2 MILES ALONG U.S. HIGHWAY 77, WEST 4.0 MILES ALONG A
 NM0682'T-ROAD, SOUTH 2.4 MILES, AT THE INTERSECTION OF A ROAD LEADING
 NM0682'TO WINNEBAGO, 40 FEET SOUTH OF THE CENTERLINE OF THE WINNEBAGO
 NM0682'ROAD, AND NEAR A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0431 ***********************************************************************
 NM0431  DESIGNATION -  M 239
 NM0431  PID         -  NM0431
 NM0431  STATE/COUNTY-  NE/THURSTON
 NM0431  USGS QUAD   -  HOMER (1976)
 NM0431
 NM0431                         *CURRENT SURVEY CONTROL
 NM0431  ___________________________________________________________________
 NM0431* NAD 83(1986)-  42 15 48.     (N)    096 26 44.     (W)     SCALED    
 NM0431* NAVD 88     -       394.973  (meters)    1295.84   (feet)  ADJUSTED  
 NM0431  ___________________________________________________________________
 NM0431  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 NM0431  DYNAMIC HT  -         394.843 (meters)    1295.41  (feet)  COMP
 NM0431  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 NM0431
 NM0431  VERT ORDER  -  SECOND    CLASS 0
 NM0431
 NM0431.The horizontal coordinates were scaled from a topographic map and have
 NM0431.an estimated accuracy of +/- 6 seconds.
 NM0431
 NM0431.The orthometric height was determined by differential leveling
 NM0431.and adjusted by the National Geodetic Survey in June 1991..
 NM0431
 NM0431.The geoid height was determined by GEOID03.
 NM0431
 NM0431.The dynamic height is computed by dividing the NAVD 88
 NM0431.geopotential number by the normal gravity value computed on the
 NM0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0431.degrees latitude (g = 980.6199 gals.).
 NM0431
 NM0431.The modeled gravity was interpolated from observed gravity values.
 NM0431
 NM0431;                    North         East    Units  Estimated Accuracy
 NM0431;SPC NE       -   275,830.      793,110.      MT  (+/- 180 meters Scaled)
 NM0431
 NM0431                          SUPERSEDED SURVEY CONTROL
 NM0431
 NM0431  NGVD 29 (??/??/92)  394.816  (m)         1295.33   (f) ADJ UNCH    2 0
 NM0431
 NM0431.Superseded values are not recommended for survey control.
 NM0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0431.See file dsdata.txt to determine how the superseded data were derived.
 NM0431
 NM0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM106821(NAD 83)
 NM0431_MARKER: DB = BENCH MARK DISK
 NM0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0431_STAMPING: M 239 1947
 NM0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0431+STABILITY: SURFACE MOTION
 NM0431
 NM0431  HISTORY     - Date     Condition        Report By
 NM0431  HISTORY     - 1947     MONUMENTED       CGS
 NM0431  HISTORY     - 1962     GOOD             USGS
 NM0431
 NM0431                          STATION DESCRIPTION
 NM0431
 NM0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0431'2.3 MI NE FROM WINNEBAGO.
 NM0431'1.2 MILES NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0431'AT WINNEBAGO, THENCE NORTH 0.2 MILE ALONG A DIRT ROAD, THENCE
 NM0431'EAST 1.0 MILE, THENCE NORTH 0.5 MILE, THENCE EAST 0.4 MILE, 0.2
 NM0431'MILE NORTHEAST OF A FARM HOUSE, 0.1 MILE WEST OF THE TOP OF A
 NM0431'LONG HILL, 75 FEET EAST OF A DRIVE SOUTH, 35.6 FEET NORTH OF
 NM0431'THE CENTER OF THE ROAD, 1.0 FOOT SOUTH OF A BARBED WIRE FENCE,
 NM0431'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NM0431'GROUND.
 NM0431
 NM0431                          STATION RECOVERY (1962)
 NM0431
 NM0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0804 ***********************************************************************
 LH0804  DESIGNATION -  M 24
 LH0804  PID         -  LH0804
 LH0804  STATE/COUNTY-  NE/GOSPER
 LH0804  USGS QUAD   -  ELWOOD SW (1971)
 LH0804
 LH0804                         *CURRENT SURVEY CONTROL
 LH0804  ___________________________________________________________________
 LH0804* NAD 83(1986)-  40 32 56.     (N)    099 53 12.     (W)     SCALED    
 LH0804* NAVD 88     -       785.315  (meters)    2576.49   (feet)  ADJUSTED  
 LH0804  ___________________________________________________________________
 LH0804  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 LH0804  DYNAMIC HT  -         784.810 (meters)    2574.83  (feet)  COMP
 LH0804  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 LH0804
 LH0804  VERT ORDER  -  FIRST     CLASS II
 LH0804
 LH0804.The horizontal coordinates were scaled from a topographic map and have
 LH0804.an estimated accuracy of +/- 6 seconds.
 LH0804
 LH0804.The orthometric height was determined by differential leveling
 LH0804.and adjusted by the National Geodetic Survey in June 1991..
 LH0804
 LH0804.The geoid height was determined by GEOID03.
 LH0804
 LH0804.The dynamic height is computed by dividing the NAVD 88
 LH0804.geopotential number by the normal gravity value computed on the
 LH0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0804.degrees latitude (g = 980.6199 gals.).
 LH0804
 LH0804.The modeled gravity was interpolated from observed gravity values.
 LH0804
 LH0804;                    North         East    Units  Estimated Accuracy
 LH0804;SPC NE       -    79,450.      509,600.      MT  (+/- 180 meters Scaled)
 LH0804
 LH0804                          SUPERSEDED SURVEY CONTROL
 LH0804
 LH0804  NGVD 29 (??/??/92)  785.003  (m)         2575.46   (f) ADJ UNCH    1 2
 LH0804
 LH0804.Superseded values are not recommended for survey control.
 LH0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0804.See file dsdata.txt to determine how the superseded data were derived.
 LH0804
 LH0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK249890(NAD 83)
 LH0804_MARKER: DB = BENCH MARK DISK
 LH0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0804_STAMPING: M 24 1933
 LH0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0804+STABILITY: SURFACE MOTION
 LH0804
 LH0804  HISTORY     - Date     Condition        Report By
 LH0804  HISTORY     - 1933     MONUMENTED       CGS
 LH0804  HISTORY     - 1934     GOOD             NGS
 LH0804  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0804
 LH0804                          STATION DESCRIPTION
 LH0804
 LH0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0804'3.6 MI S FROM ELWOOD.
 LH0804'3.6 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0804'AT ELWOOD, 80 YARDS SOUTH OF A CONCRETE CULVERT, 25 FEET SOUTH
 LH0804'OF A ROAD LEADING WEST TO A RANCH HOUSE, 11 FEET SOUTH OF A
 LH0804'CORNER FENCE POST, AND 39 FEET WEST OF THE CENTERLINE OF THE
 LH0804'HIGHWAY.  A STANDARD DISK, STAMPED M 24 1933 AND SET IN THE
 LH0804'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LH0804
 LH0804                          STATION RECOVERY (1986)
 LH0804
 LH0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0804'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0805 ***********************************************************************
 LH0805  DESIGNATION -  M 24 RESET
 LH0805  PID         -  LH0805
 LH0805  STATE/COUNTY-  NE/GOSPER
 LH0805  USGS QUAD   -  ELWOOD SW (1971)
 LH0805
 LH0805                         *CURRENT SURVEY CONTROL
 LH0805  ___________________________________________________________________
 LH0805* NAD 83(1986)-  40 32 56.     (N)    099 53 13.     (W)     SCALED    
 LH0805* NAVD 88     -       784.437  (meters)    2573.61   (feet)  ADJUSTED  
 LH0805  ___________________________________________________________________
 LH0805  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 LH0805  DYNAMIC HT  -         783.932 (meters)    2571.95  (feet)  COMP
 LH0805  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 LH0805
 LH0805  VERT ORDER  -  FIRST     CLASS II
 LH0805
 LH0805.The horizontal coordinates were scaled from a topographic map and have
 LH0805.an estimated accuracy of +/- 6 seconds.
 LH0805
 LH0805.The orthometric height was determined by differential leveling
 LH0805.and adjusted by the National Geodetic Survey in June 1991..
 LH0805
 LH0805.The geoid height was determined by GEOID03.
 LH0805
 LH0805.The dynamic height is computed by dividing the NAVD 88
 LH0805.geopotential number by the normal gravity value computed on the
 LH0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0805.degrees latitude (g = 980.6199 gals.).
 LH0805
 LH0805.The modeled gravity was interpolated from observed gravity values.
 LH0805
 LH0805;                    North         East    Units  Estimated Accuracy
 LH0805;SPC NE       -    79,450.      509,580.      MT  (+/- 180 meters Scaled)
 LH0805
 LH0805                          SUPERSEDED SURVEY CONTROL
 LH0805
 LH0805  NGVD 29 (02/14/92)  784.129  (m)         2572.60   (f) ADJUSTED    1 2
 LH0805
 LH0805.Superseded values are not recommended for survey control.
 LH0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0805.See file dsdata.txt to determine how the superseded data were derived.
 LH0805
 LH0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK249890(NAD 83)
 LH0805_MARKER: DB = BENCH MARK DISK
 LH0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0805_SP_SET: CONCRETE POST
 LH0805_STAMPING: M 24 RESET 1961
 LH0805_MARK LOGO: CGS   
 LH0805_PROJECTION: PROJECTING 10 CENTIMETERS
 LH0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0805+STABILITY: SURFACE MOTION
 LH0805
 LH0805  HISTORY     - Date     Condition        Report By
 LH0805  HISTORY     - 1961     MONUMENTED       NEDR
 LH0805  HISTORY     - 1986     GOOD             NGS
 LH0805
 LH0805                          STATION DESCRIPTION
 LH0805
 LH0805'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LH0805'3.3 MI S FROM ELWOOD.
 LH0805'THIS BENCH MARK IS LOCATED 3.3 MILES SOUTH ALONG STATE HIGHWAY
 LH0805'21 FROM THE COUNTY COURTHOUSE AT ELWOOD, 685 FEET SOUTHWEST
 LH0805'OF A CONCRETE CULVERT, 10 FEET NORTH OF A DRIVEWAY LEADING
 LH0805'WEST, 97 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 LH0805'NORTH AND 1 FOOT EAST OF A CORNER FENCEPOST, AND SET IN THE
 LH0805'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 LH0805'GROUND.
 LH0805
 LH0805                          STATION RECOVERY (1986)
 LH0805
 LH0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0805'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.9 KM (3.05
 LH0805'MI) SOUTH ALONG US HIGHWAY 283 FROM THE COUNTY COURTHOUSE AT ELWOOD,
 LH0805'66.9 METERS (219.5 FT) NORTH ACROSS THE HIGHWAY FROM MILEPOST 38, IN
 LH0805'THE NORTHWEST CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING WEST TO
 LH0805'A WINDMILL, 29.5 METERS (97 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 LH0805'4.9 METERS (16 FT) NORTH OF THE CENTER OF THE ROAD, 0.6 METER (2 FT)
 LH0805'NORTHWEST OF A CONCRETE RIGHT OF WAY POST AND 0.5 METER (1.5 FT) EAST
 LH0805'OF A FENCE CORNER.
 LH0805'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0805'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0732 ***********************************************************************
 NM0732  DESIGNATION -  M 240 RESET
 NM0732  PID         -  NM0732
 NM0732  STATE/COUNTY-  NE/THURSTON
 NM0732  USGS QUAD   -  BANCROFT (1966)
 NM0732
 NM0732                         *CURRENT SURVEY CONTROL
 NM0732  ___________________________________________________________________
 NM0732* NAD 83(1986)-  42 07 08.     (N)    096 35 25.     (W)     SCALED    
 NM0732* NAVD 88     -       433.02   (meters)    1420.7    (feet)  RESET     
 NM0732  ___________________________________________________________________
 NM0732  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 NM0732
 NM0732  VERT ORDER  -  THIRD
 NM0732
 NM0732.The horizontal coordinates were scaled from a topographic map and have
 NM0732.an estimated accuracy of +/- 6 seconds.
 NM0732
 NM0732.The orthometric height was computed from unverified reset data.
 NM0732
 NM0732.The geoid height was determined by GEOID03.
 NM0732
 NM0732;                    North         East    Units  Estimated Accuracy
 NM0732;SPC NE       -   259,320.      781,820.      MT  (+/- 180 meters Scaled)
 NM0732
 NM0732                          SUPERSEDED SURVEY CONTROL
 NM0732
 NM0732.No superseded survey control is available for this station.
 NM0732
 NM0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM992657(NAD 83)
 NM0732_MARKER: DB = BENCH MARK DISK
 NM0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0732_SP_SET: CULVERT
 NM0732_STAMPING: M 240 RESET 1959
 NM0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0732
 NM0732  HISTORY     - Date     Condition        Report By
 NM0732  HISTORY     - 1959     MONUMENTED       NEDR
 NM0732
 NM0732                          STATION DESCRIPTION
 NM0732
 NM0732'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NM0732'2.3 MI SW FROM WALTHILL.
 NM0732'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE
 NM0732'RAILROAD STATION AT WALTHILL, THENCE 4.5 MILES WEST ALONG THE
 NM0732'SAME HIGHWAY AT A DIRT CROSSROAD, 33 FEET NORTH OF THE CENTER
 NM0732'OF THE HIGHWAY, 196 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 NM0732'ROAD, AND SET IN THE EAST END OF THE NORTH PARAPET OF THE
 NM0732'8 FT X 6 FT CONCRETE BOX CULVERT.  NOTE-- STATE HIGHWAY 94 HAS
 NM0732'BEEN RELOCATED TO RUN 2.3 MILES SOUTHWEST OF THE RAILROAD STATION
 NM0732'AT WALTHILL, FROM THAT POINT WEST THE ALIGNMENT IS UNCHANGED,
 NM0732'EXCEPT FOR MINOR CENTERLINE SHIFTS AND SOME RELOCATION IN THE
 NM0732'MILE EAST OF PENDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0299 ***********************************************************************
 MK0299  DESIGNATION -  M 241
 MK0299  PID         -  MK0299
 MK0299  STATE/COUNTY-  NE/BURT
 MK0299  USGS QUAD   -  BERTHA (1970)
 MK0299
 MK0299                         *CURRENT SURVEY CONTROL
 MK0299  ___________________________________________________________________
 MK0299* NAD 83(1986)-  41 54 05.     (N)    096 15 06.     (W)     SCALED    
 MK0299* NAVD 88     -       407.601  (meters)    1337.27   (feet)  ADJUSTED  
 MK0299  ___________________________________________________________________
 MK0299  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 MK0299  DYNAMIC HT  -         407.450 (meters)    1336.78  (feet)  COMP
 MK0299  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 MK0299
 MK0299  VERT ORDER  -  SECOND    CLASS 0
 MK0299
 MK0299.The horizontal coordinates were scaled from a topographic map and have
 MK0299.an estimated accuracy of +/- 6 seconds.
 MK0299
 MK0299.The orthometric height was determined by differential leveling
 MK0299.and adjusted by the National Geodetic Survey in June 1991..
 MK0299
 MK0299.The geoid height was determined by GEOID03.
 MK0299
 MK0299.The dynamic height is computed by dividing the NAVD 88
 MK0299.geopotential number by the normal gravity value computed on the
 MK0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0299.degrees latitude (g = 980.6199 gals.).
 MK0299
 MK0299.The modeled gravity was interpolated from observed gravity values.
 MK0299
 MK0299;                    North         East    Units  Estimated Accuracy
 MK0299;SPC NE       -   236,350.      810,840.      MT  (+/- 180 meters Scaled)
 MK0299
 MK0299                          SUPERSEDED SURVEY CONTROL
 MK0299
 MK0299  NGVD 29 (??/??/92)  407.456  (m)         1336.80   (f) ADJ UNCH    2 0
 MK0299
 MK0299.Superseded values are not recommended for survey control.
 MK0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0299.See file dsdata.txt to determine how the superseded data were derived.
 MK0299
 MK0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM279424(NAD 83)
 MK0299_MARKER: DB = BENCH MARK DISK
 MK0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0299_STAMPING: M 241 1947
 MK0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0299+STABILITY: SURFACE MOTION
 MK0299
 MK0299  HISTORY     - Date     Condition        Report By
 MK0299  HISTORY     - 1947     MONUMENTED       CGS
 MK0299
 MK0299                          STATION DESCRIPTION
 MK0299
 MK0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0299'9.9 MI N FROM TEKAMAH.
 MK0299'8.7 MILES NORTH ALONG U.S. HIGHWAY NO. 73E FROM THE COURT HOUSE
 MK0299'AT TEKAMAH, THENCE 1.2 MILE WEST ALONG A GRAVEL ROAD, AT THE
 MK0299'TOP OF A HILL, 83.0 FEET EAST OF THE CENTER OF A PRIVATE
 MK0299'DRIVE-WAY LEADING NORTH TO A FARM HOUSE, 34.5 FEET WEST OF A
 MK0299'1 1/2-FOOT OAK TREE WHICH IS BEING USED FOR A FENCE CORNER
 MK0299'POST, 28.0 FEET NORTH OF THE CENTER OF THE ROAD, 1.5 FOOT SOUTH
 MK0299'OF THE NORTH RIGHT OF WAY FENCE, 1.0 FOOT EAST OF A REFERENCE
 MK0299'POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE ROAD AND
 MK0299'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0163 ***********************************************************************
 MK0163  DESIGNATION -  M 242
 MK0163  PID         -  MK0163
 MK0163  STATE/COUNTY-  NE/BURT
 MK0163  USGS QUAD   -  TEKAMAH NW (1970)
 MK0163
 MK0163                         *CURRENT SURVEY CONTROL
 MK0163  ___________________________________________________________________
 MK0163* NAD 83(1986)-  41 54 58.     (N)    096 10 04.     (W)     SCALED    
 MK0163* NAVD 88     -       317.419  (meters)    1041.40   (feet)  ADJUSTED  
 MK0163  ___________________________________________________________________
 MK0163  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 MK0163  DYNAMIC HT  -         317.302 (meters)    1041.02  (feet)  COMP
 MK0163  MODELED GRAV-     980,244.1   (mgal)                       NAVD 88
 MK0163
 MK0163  VERT ORDER  -  SECOND    CLASS 0
 MK0163
 MK0163.The horizontal coordinates were scaled from a topographic map and have
 MK0163.an estimated accuracy of +/- 6 seconds.
 MK0163
 MK0163.The orthometric height was determined by differential leveling
 MK0163.and adjusted by the National Geodetic Survey in June 1991..
 MK0163
 MK0163.The geoid height was determined by GEOID03.
 MK0163
 MK0163.The dynamic height is computed by dividing the NAVD 88
 MK0163.geopotential number by the normal gravity value computed on the
 MK0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0163.degrees latitude (g = 980.6199 gals.).
 MK0163
 MK0163.The modeled gravity was interpolated from observed gravity values.
 MK0163
 MK0163;                    North         East    Units  Estimated Accuracy
 MK0163;SPC NE       -   238,290.      817,720.      MT  (+/- 180 meters Scaled)
 MK0163
 MK0163                          SUPERSEDED SURVEY CONTROL
 MK0163
 MK0163  NGVD 29 (??/??/92)  317.276  (m)         1040.93   (f) ADJ UNCH    2 0
 MK0163
 MK0163.Superseded values are not recommended for survey control.
 MK0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0163.See file dsdata.txt to determine how the superseded data were derived.
 MK0163
 MK0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM348443(NAD 83)
 MK0163_MARKER: DB = BENCH MARK DISK
 MK0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0163_STAMPING: M 242 1947
 MK0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0163+STABILITY: SURFACE MOTION
 MK0163
 MK0163  HISTORY     - Date     Condition        Report By
 MK0163  HISTORY     - 1947     MONUMENTED       CGS
 MK0163  HISTORY     - 1974     GOOD             LOCSUR
 MK0163
 MK0163                          STATION DESCRIPTION
 MK0163
 MK0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0163'10 M SE FROM DECATUR.
 MK0163'1.3 MILES SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST
 MK0163'OFFICE AT DECATUR, THENCE 2.1 MILES EAST. 2.75 MILES SOUTH,
 MK0163'0.65 MILE EAST, 1.0 MILE SOUTH, 1.25 MILE EAST AND 1.0 MILE
 MK0163'SOUTH ALONG GRAVEL ROADS, IN THE SOUTHEAST ANGLE OF A CROSS
 MK0163'ROAD, 217.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 MK0163'36.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 15.5
 MK0163'FEET NORTH OF ONE FENCE CORNER POST AND 9.0 FEET SOUTH OF
 MK0163'ANOTHER FENCE CORNER POST, 1.8 FOOT NORTH OF A REFERENCE POST,
 MK0163'1.0 FOOT WEST OF A NORTH-SOUTH FENCE LINE, SET IN A
 MK0163'CONCRETE POST ABOUT 2 FEET BELOW THE ROAD AND PROJECTING
 MK0163'0.2 FOOT.  THIS BENCH MARK IS ALSO 3.25 MILES EAST, 3.6
 MK0163'MILES NORTH, 0.75 MILE WEST AND 6.0 MILES NORTH ALONG GRAVEL
 MK0163'ROADS FROM THE COURT HOUSE AT TEKAMAH.
 MK0163
 MK0163                          STATION RECOVERY (1974)
 MK0163
 MK0163'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0651 ***********************************************************************
 MK0651  DESIGNATION -  M 243
 MK0651  PID         -  MK0651
 MK0651  STATE/COUNTY-  NE/DOUGLAS
 MK0651  USGS QUAD   -  IRVINGTON (1984)
 MK0651
 MK0651                         *CURRENT SURVEY CONTROL
 MK0651  ___________________________________________________________________
 MK0651* NAD 83(1986)-  41 18 56.     (N)    096 03 04.     (W)     SCALED    
 MK0651* NAVD 88     -       330.426  (meters)    1084.07   (feet)  ADJUSTED  
 MK0651  ___________________________________________________________________
 MK0651  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 MK0651  DYNAMIC HT  -         330.280 (meters)    1083.59  (feet)  COMP
 MK0651  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 MK0651
 MK0651  VERT ORDER  -  SECOND    CLASS 0
 MK0651
 MK0651.The horizontal coordinates were scaled from a topographic map and have
 MK0651.an estimated accuracy of +/- 6 seconds.
 MK0651
 MK0651.The orthometric height was determined by differential leveling
 MK0651.and adjusted by the National Geodetic Survey in June 1991..
 MK0651
 MK0651.The geoid height was determined by GEOID03.
 MK0651
 MK0651.The dynamic height is computed by dividing the NAVD 88
 MK0651.geopotential number by the normal gravity value computed on the
 MK0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0651.degrees latitude (g = 980.6199 gals.).
 MK0651
 MK0651.The modeled gravity was interpolated from observed gravity values.
 MK0651
 MK0651;                    North         East    Units  Estimated Accuracy
 MK0651;SPC NE       -   172,110.      830,430.      MT  (+/- 180 meters Scaled)
 MK0651
 MK0651                          SUPERSEDED SURVEY CONTROL
 MK0651
 MK0651  NGVD 29 (??/??/92)  330.312  (m)         1083.70   (f) ADJ UNCH    2 0
 MK0651
 MK0651.Superseded values are not recommended for survey control.
 MK0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0651.See file dsdata.txt to determine how the superseded data were derived.
 MK0651
 MK0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL468779(NAD 83)
 MK0651_MARKER: DB = BENCH MARK DISK
 MK0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0651_STAMPING: M 243 1947
 MK0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0651+STABILITY: SURFACE MOTION
 MK0651
 MK0651  HISTORY     - Date     Condition        Report By
 MK0651  HISTORY     - 1947     MONUMENTED       CGS
 MK0651  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0651
 MK0651                          STATION DESCRIPTION
 MK0651
 MK0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0651'AT IRVINGTON.
 MK0651'AT IRVINGTON, AT THE IRVINGTON SCHOOL WHICH IS 0.3 MILE SOUTHEAST
 MK0651'ALONG A PAVED ROAD FROM THE POST OFFICE, 51.3 FEET NORTHEAST
 MK0651'OF THE CENTER OF A PAVED ROAD, 44.4 FEET SOUTHWEST OF THE WEST
 MK0651'CORNER OF AND IN LINE WITH THE NORTHWEST WALL OF THE BUILDING,
 MK0651'37.0 FEET NORTHWEST OF THE CENTER OF THE CONCRETE WALK LEADING
 MK0651'TO THE SCHOOL HOUSE, 6.7 FEET NORTHEAST OF THE WEST CORNER OF
 MK0651'THE SCHOOL YARD FENCE, 5.5 FEET WEST OF THE WEST SIDE OF A 4-FOOT
 MK0651'COTTONWOOD TREE, 1.5 FOOT SOUTHEAST OF A REFERENCE POST, SET IN
 MK0651'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 MK0651'PROJECTING 0.1 FOOT.
 MK0651
 MK0651                          STATION RECOVERY (1976)
 MK0651
 MK0651'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0382 ***********************************************************************
 MK0382  DESIGNATION -  M 244
 MK0382  PID         -  MK0382
 MK0382  STATE/COUNTY-  NE/WASHINGTON
 MK0382  USGS QUAD   -  HERMAN (1970)
 MK0382
 MK0382                         *CURRENT SURVEY CONTROL
 MK0382  ___________________________________________________________________
 MK0382* NAD 83(1986)-  41 39 40.     (N)    096 10 26.     (W)     SCALED    
 MK0382* NAVD 88     -       309.167  (meters)    1014.33   (feet)  ADJUSTED  
 MK0382  ___________________________________________________________________
 MK0382  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 MK0382  DYNAMIC HT  -         309.036 (meters)    1013.90  (feet)  COMP
 MK0382  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 MK0382
 MK0382  VERT ORDER  -  SECOND    CLASS 0
 MK0382
 MK0382.The horizontal coordinates were scaled from a topographic map and have
 MK0382.an estimated accuracy of +/- 6 seconds.
 MK0382
 MK0382.The orthometric height was determined by differential leveling
 MK0382.and adjusted by the National Geodetic Survey in June 1991..
 MK0382
 MK0382.The geoid height was determined by GEOID03.
 MK0382
 MK0382.The dynamic height is computed by dividing the NAVD 88
 MK0382.geopotential number by the normal gravity value computed on the
 MK0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0382.degrees latitude (g = 980.6199 gals.).
 MK0382
 MK0382.The modeled gravity was interpolated from observed gravity values.
 MK0382
 MK0382;                    North         East    Units  Estimated Accuracy
 MK0382;SPC NE       -   209,980.      818,460.      MT  (+/- 180 meters Scaled)
 MK0382
 MK0382                          SUPERSEDED SURVEY CONTROL
 MK0382
 MK0382  NGVD 29 (??/??/92)  309.026  (m)         1013.86   (f) ADJ UNCH    2 0
 MK0382
 MK0382.Superseded values are not recommended for survey control.
 MK0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0382.See file dsdata.txt to determine how the superseded data were derived.
 MK0382
 MK0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM353160(NAD 83)
 MK0382_MARKER: DB = BENCH MARK DISK
 MK0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0382_STAMPING: M 244 1947
 MK0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0382+STABILITY: SURFACE MOTION
 MK0382
 MK0382  HISTORY     - Date     Condition        Report By
 MK0382  HISTORY     - 1947     MONUMENTED       CGS
 MK0382
 MK0382                          STATION DESCRIPTION
 MK0382
 MK0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0382'2.6 MI E FROM HERMAN.
 MK0382'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0382'AT HERMAN, THENCE 1.7 MILE EAST ALONG A GRAVEL ROAD, IN THE
 MK0382'NORTHWEST ANGLE OF A CROSS ROAD, 35.0 FEET NORTH OF THE CENTER
 MK0382'OF THE EAST-WEST ROAD, 29.0 FEET WEST OF THE CENTER OF THE
 MK0382'NORTH-SOUTH ROAD, 8.0 FEET WEST OF A POWER LINE POLE, 3.8 FEET
 MK0382'WEST OF A TELEPHONE POLE, 2.5 FEET EAST OF A REFERENCE POST,
 MK0382'SET IN A CONCRETE POST ABOUT 1 FOOT BELOW THE ROAD AND PROJECTING
 MK0382'0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0389 ***********************************************************************
 MK0389  DESIGNATION -  M 245
 MK0389  PID         -  MK0389
 MK0389  STATE/COUNTY-  NE/WASHINGTON
 MK0389  USGS QUAD   -  NICKERSON NE (1970)
 MK0389
 MK0389                         *CURRENT SURVEY CONTROL
 MK0389  ___________________________________________________________________
 MK0389* NAD 83(1986)-  41 40 22.     (N)    096 16 15.     (W)     SCALED    
 MK0389* NAVD 88     -       394.262  (meters)    1293.51   (feet)  ADJUSTED  
 MK0389  ___________________________________________________________________
 MK0389  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 MK0389  DYNAMIC HT  -         394.098 (meters)    1292.97  (feet)  COMP
 MK0389  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 MK0389
 MK0389  VERT ORDER  -  SECOND    CLASS 0
 MK0389
 MK0389.The horizontal coordinates were scaled from a topographic map and have
 MK0389.an estimated accuracy of +/- 6 seconds.
 MK0389
 MK0389.The orthometric height was determined by differential leveling
 MK0389.and adjusted by the National Geodetic Survey in June 1991..
 MK0389
 MK0389.The geoid height was determined by GEOID03.
 MK0389
 MK0389.The dynamic height is computed by dividing the NAVD 88
 MK0389.geopotential number by the normal gravity value computed on the
 MK0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0389.degrees latitude (g = 980.6199 gals.).
 MK0389
 MK0389.The modeled gravity was interpolated from observed gravity values.
 MK0389
 MK0389;                    North         East    Units  Estimated Accuracy
 MK0389;SPC NE       -   210,920.      810,340.      MT  (+/- 180 meters Scaled)
 MK0389
 MK0389                          SUPERSEDED SURVEY CONTROL
 MK0389
 MK0389  NGVD 29 (??/??/92)  394.119  (m)         1293.04   (f) ADJ UNCH    2 0
 MK0389
 MK0389.Superseded values are not recommended for survey control.
 MK0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0389.See file dsdata.txt to determine how the superseded data were derived.
 MK0389
 MK0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM271170(NAD 83)
 MK0389_MARKER: DB = BENCH MARK DISK
 MK0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0389_STAMPING: M 245 1947
 MK0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0389+STABILITY: SURFACE MOTION
 MK0389
 MK0389  HISTORY     - Date     Condition        Report By
 MK0389  HISTORY     - 1947     MONUMENTED       CGS
 MK0389
 MK0389                          STATION DESCRIPTION
 MK0389
 MK0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0389'3.1 MI W FROM HERMAN.
 MK0389'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 73 AND 2.9 MILES WEST
 MK0389'ALONG STATE HIGHWAY NO. 31 FROM THE POST OFFICE AT HERMAN, IN
 MK0389'THE NORTHWEST ANGLE OF A CROSS ROAD, 42.0 FEET WEST OF THE CENTER
 MK0389'OF THE NORTH-SOUTH ROAD, 61.0 FEET WEST OF AND ACROSS THE
 MK0389'NORTH-SOUTH ROAD FROM A POWER LINE POLE WHICH IS AT A POWER
 MK0389'LINE JUCNTION, 30.0 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 MK0389'2.0 FEET WEST OF A REFERENCE POST, 0.7 FOOT SOUTH OF THE NORTH
 MK0389'RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE
 MK0389'THE HIGHWAY AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0580 ***********************************************************************
 NM0580  DESIGNATION -  M 246
 NM0580  PID         -  NM0580
 NM0580  STATE/COUNTY-  NE/CUMING
 NM0580  USGS QUAD   -  BANCROFT (1966)
 NM0580
 NM0580                         *CURRENT SURVEY CONTROL
 NM0580  ___________________________________________________________________
 NM0580* NAD 83(1986)-  42 02 08.     (N)    096 36 17.     (W)     SCALED    
 NM0580* NAVD 88     -       396.667  (meters)    1301.40   (feet)  ADJUSTED  
 NM0580  ___________________________________________________________________
 NM0580  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 NM0580  DYNAMIC HT  -         396.523 (meters)    1300.93  (feet)  COMP
 NM0580  MODELED GRAV-     980,247.9   (mgal)                       NAVD 88
 NM0580
 NM0580  VERT ORDER  -  SECOND    CLASS 0
 NM0580
 NM0580.The horizontal coordinates were scaled from a topographic map and have
 NM0580.an estimated accuracy of +/- 6 seconds.
 NM0580
 NM0580.The orthometric height was determined by differential leveling
 NM0580.and adjusted by the National Geodetic Survey in June 1991..
 NM0580
 NM0580.The geoid height was determined by GEOID03.
 NM0580
 NM0580.The dynamic height is computed by dividing the NAVD 88
 NM0580.geopotential number by the normal gravity value computed on the
 NM0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0580.degrees latitude (g = 980.6199 gals.).
 NM0580
 NM0580.The modeled gravity was interpolated from observed gravity values.
 NM0580
 NM0580;                    North         East    Units  Estimated Accuracy
 NM0580;SPC NE       -   250,020.      780,990.      MT  (+/- 180 meters Scaled)
 NM0580
 NM0580                          SUPERSEDED SURVEY CONTROL
 NM0580
 NM0580  NGVD 29 (??/??/92)  396.510  (m)         1300.88   (f) ADJ UNCH    2 0
 NM0580
 NM0580.Superseded values are not recommended for survey control.
 NM0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0580.See file dsdata.txt to determine how the superseded data were derived.
 NM0580
 NM0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM982565(NAD 83)
 NM0580_MARKER: DB = BENCH MARK DISK
 NM0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0580_STAMPING: M 246 1947
 NM0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0580+STABILITY: SURFACE MOTION
 NM0580
 NM0580  HISTORY     - Date     Condition        Report By
 NM0580  HISTORY     - 1947     MONUMENTED       CGS
 NM0580
 NM0580                          STATION DESCRIPTION
 NM0580
 NM0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0580'2.2 MI NW FROM BANCROFT.
 NM0580'2.2 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNESOTA
 NM0580'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION AT
 NM0580'BANCROFT, 0.4 MILE NORTHWEST OF AN EAST-WEST ROAD CROSSING,
 NM0580'159.5 FEET SOUTH OF AND ACROSS THE TRACK FROM TELEPHONE POLE
 NM0580'NO. 48/40, 131.0 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM
 NM0580'TELEPHONE POLE NO. 510, 44.6 FEET SOUTHWEST OF THE SOUTHWEST
 NM0580'RAIL OF THE TRACK, 22.6 FEET SOUTHWEST OF MILE POST SU.C. 49,
 NM0580'1.5 FOOT NORTHWEST OF A REFERENCE POST, 0.4 FOOT NORTHEAST OF
 NM0580'THE SOUTHWEST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT
 NM0580'2 FEET BELOW THE TRACK AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0267 ***********************************************************************
 LH0267  DESIGNATION -  M 249
 LH0267  PID         -  LH0267
 LH0267  STATE/COUNTY-  NE/WEBSTER
 LH0267  USGS QUAD   -  BLUE HILL (1969)
 LH0267
 LH0267                         *CURRENT SURVEY CONTROL
 LH0267  ___________________________________________________________________
 LH0267* NAD 83(1986)-  40 18 22.     (N)    098 27 22.     (W)     SCALED    
 LH0267* NAVD 88     -       611.385  (meters)    2005.85   (feet)  ADJUSTED  
 LH0267  ___________________________________________________________________
 LH0267  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 LH0267  DYNAMIC HT  -         611.019 (meters)    2004.65  (feet)  COMP
 LH0267  MODELED GRAV-     980,006.9   (mgal)                       NAVD 88
 LH0267
 LH0267  VERT ORDER  -  FIRST     CLASS II
 LH0267
 LH0267.The horizontal coordinates were scaled from a topographic map and have
 LH0267.an estimated accuracy of +/- 6 seconds.
 LH0267
 LH0267.The orthometric height was determined by differential leveling
 LH0267.and adjusted by the National Geodetic Survey in June 1991..
 LH0267
 LH0267.The geoid height was determined by GEOID03.
 LH0267
 LH0267.The dynamic height is computed by dividing the NAVD 88
 LH0267.geopotential number by the normal gravity value computed on the
 LH0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0267.degrees latitude (g = 980.6199 gals.).
 LH0267
 LH0267.The modeled gravity was interpolated from observed gravity values.
 LH0267
 LH0267;                    North         East    Units  Estimated Accuracy
 LH0267;SPC NE       -    53,670.      631,230.      MT  (+/- 180 meters Scaled)
 LH0267
 LH0267                          SUPERSEDED SURVEY CONTROL
 LH0267
 LH0267  NGVD 29 (??/??/92)  611.155  (m)         2005.10   (f) ADJ UNCH    1 2
 LH0267
 LH0267.Superseded values are not recommended for survey control.
 LH0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0267.See file dsdata.txt to determine how the superseded data were derived.
 LH0267
 LH0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK462618(NAD 83)
 LH0267_MARKER: DB = BENCH MARK DISK
 LH0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0267_STAMPING: M 249 1947
 LH0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0267+STABILITY: SURFACE MOTION
 LH0267
 LH0267  HISTORY     - Date     Condition        Report By
 LH0267  HISTORY     - 1947     MONUMENTED       CGS
 LH0267  HISTORY     - 1981     GOOD             NGS
 LH0267
 LH0267                          STATION DESCRIPTION
 LH0267
 LH0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0267'1.9 MI S FROM BLUE HILL.
 LH0267'1.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0267'FROM THE STATION AT BLUE HILL, AT A ROAD CROSSING, 103.0 FEET
 LH0267'SOUTH OF THE CENTER LINE OF THE ROAD, 82.1 FEET SOUTH OF A
 LH0267'CONCRETE POST AT THE NORTH END OF A FENCE IN THE SOUTHEAST
 LH0267'ANGLE OF THE CROSSING, 61.3 FEET SOUTHEAST OF THE 2ND POLE
 LH0267'SOUTH OF MILEPOST 21, 46.0 FEET EAST OF THE EAST RAIL, 4.2 FEET
 LH0267'SOUTH OF A REFERENCE POST, 0.6 FOOT WEST OF A FENCE, SET IN
 LH0267'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 LH0267'GROUND.
 LH0267
 LH0267                          STATION RECOVERY (1981)
 LH0267
 LH0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0039 ***********************************************************************
 LJ0039  DESIGNATION -  M 25
 LJ0039  PID         -  LJ0039
 LJ0039  STATE/COUNTY-  NE/FURNAS
 LJ0039  USGS QUAD   -  CAMBRIDGE (1983)
 LJ0039
 LJ0039                         *CURRENT SURVEY CONTROL
 LJ0039  ___________________________________________________________________
 LJ0039* NAD 83(1986)-  40 16 50.     (N)    100 09 56.     (W)     SCALED    
 LJ0039* NAVD 88     -       689.932  (meters)    2263.55   (feet)  ADJUSTED  
 LJ0039  ___________________________________________________________________
 LJ0039  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 LJ0039  DYNAMIC HT  -         689.496 (meters)    2262.12  (feet)  COMP
 LJ0039  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 LJ0039
 LJ0039  VERT ORDER  -  FIRST     CLASS II
 LJ0039
 LJ0039.The horizontal coordinates were scaled from a topographic map and have
 LJ0039.an estimated accuracy of +/- 6 seconds.
 LJ0039
 LJ0039.The orthometric height was determined by differential leveling
 LJ0039.and adjusted by the National Geodetic Survey in June 1991..
 LJ0039
 LJ0039.The geoid height was determined by GEOID03.
 LJ0039
 LJ0039.The dynamic height is computed by dividing the NAVD 88
 LJ0039.geopotential number by the normal gravity value computed on the
 LJ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0039.degrees latitude (g = 980.6199 gals.).
 LJ0039
 LJ0039.The modeled gravity was interpolated from observed gravity values.
 LJ0039
 LJ0039;                    North         East    Units  Estimated Accuracy
 LJ0039;SPC NE       -    49,670.      485,920.      MT  (+/- 180 meters Scaled)
 LJ0039
 LJ0039                          SUPERSEDED SURVEY CONTROL
 LJ0039
 LJ0039  NGVD 29 (??/??/92)  689.641  (m)         2262.60   (f) ADJ UNCH    1 2
 LJ0039
 LJ0039.Superseded values are not recommended for survey control.
 LJ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0039.See file dsdata.txt to determine how the superseded data were derived.
 LJ0039
 LJ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK009595(NAD 83)
 LJ0039_MARKER: DB = BENCH MARK DISK
 LJ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0039_STAMPING: 2262.597 M 25 1933
 LJ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0039+STABILITY: SURFACE MOTION
 LJ0039
 LJ0039  HISTORY     - Date     Condition        Report By
 LJ0039  HISTORY     - 1933     MONUMENTED       CGS
 LJ0039  HISTORY     - 1942     GOOD             NGS
 LJ0039
 LJ0039                          STATION DESCRIPTION
 LJ0039
 LJ0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LJ0039'AT CAMBRIDGE.
 LJ0039'AT CAMBRIDGE, FURNAS COUNTY, 118 FEET WEST OF THE SOUTHWEST
 LJ0039'CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 LJ0039'AT A ROAD CROSSING, 67 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LJ0039'AND 16 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A
 LJ0039'STANDARD DISK, STAMPED 2262.597 M 25 1933 AND SET IN THE TOP
 LJ0039'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0257 ***********************************************************************
 LH0257  DESIGNATION -  M 250
 LH0257  PID         -  LH0257
 LH0257  STATE/COUNTY-  NE/WEBSTER
 LH0257  USGS QUAD   -  COWLES (1974)
 LH0257
 LH0257                         *CURRENT SURVEY CONTROL
 LH0257  ___________________________________________________________________
 LH0257* NAD 83(1986)-  40 14 03.     (N)    098 26 45.     (W)     SCALED    
 LH0257* NAVD 88     -       578.568  (meters)    1898.19   (feet)  ADJUSTED  
 LH0257  ___________________________________________________________________
 LH0257  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 LH0257  DYNAMIC HT  -         578.213 (meters)    1897.02  (feet)  COMP
 LH0257  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 LH0257
 LH0257  VERT ORDER  -  FIRST     CLASS II
 LH0257
 LH0257.The horizontal coordinates were scaled from a topographic map and have
 LH0257.an estimated accuracy of +/- 6 seconds.
 LH0257
 LH0257.The orthometric height was determined by differential leveling
 LH0257.and adjusted by the National Geodetic Survey in June 1991..
 LH0257
 LH0257.The geoid height was determined by GEOID03.
 LH0257
 LH0257.The dynamic height is computed by dividing the NAVD 88
 LH0257.geopotential number by the normal gravity value computed on the
 LH0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0257.degrees latitude (g = 980.6199 gals.).
 LH0257
 LH0257.The modeled gravity was interpolated from observed gravity values.
 LH0257
 LH0257;                    North         East    Units  Estimated Accuracy
 LH0257;SPC NE       -    45,700.      632,240.      MT  (+/- 180 meters Scaled)
 LH0257
 LH0257                          SUPERSEDED SURVEY CONTROL
 LH0257
 LH0257  NGVD 29 (??/??/92)  578.338  (m)         1897.43   (f) ADJ UNCH    1 2
 LH0257
 LH0257.Superseded values are not recommended for survey control.
 LH0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0257.See file dsdata.txt to determine how the superseded data were derived.
 LH0257
 LH0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK471538(NAD 83)
 LH0257_MARKER: DB = BENCH MARK DISK
 LH0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0257_STAMPING: M-250-1947
 LH0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0257+STABILITY: SURFACE MOTION
 LH0257
 LH0257  HISTORY     - Date     Condition        Report By
 LH0257  HISTORY     - 1947     MONUMENTED       CGS
 LH0257  HISTORY     - 1974     GOOD             USGS
 LH0257
 LH0257                          STATION DESCRIPTION
 LH0257
 LH0257'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 LH0257'7.1 MI S FROM BLUE HILL.
 LH0257'BLUE HILL, 7.1 MI S OF, ALONG BURLINGTON NORTHERN RR, FROM THE
 LH0257'STA. AT, NEAR THE EL/16TH COR BETWEEN SECS 9 AND 16, T 13 N,
 LH0257'R 10 W 81.0 FT NORTH AND 69.5 WEST OF THE WEST RAIL AT A RR
 LH0257'XING, 27.4 FT SW OF A FENCE COR, 3.0 FT SW OF A WITNESS POST,
 LH0257'5 FT LOWER THAN THE RR, SET IN THE TOP OF A CONCRETE POST A
 LH0257'STANDARD USC AND GS DISK STAMPED M-250-1947.  NOTE-- OVERPASS
 LH0257'HAS BEEN FILLED IN AND MADE INTO A GRADE XING, AND THE ROAD
 LH0257'SLIGHTLY REALIGNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0746 ***********************************************************************
 MJ0746  DESIGNATION -  M 253
 MJ0746  PID         -  MJ0746
 MJ0746  STATE/COUNTY-  NE/DOUGLAS
 MJ0746  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0746
 MJ0746                         *CURRENT SURVEY CONTROL
 MJ0746  ___________________________________________________________________
 MJ0746* NAD 83(1986)-  41 17 58.     (N)    095 57 17.     (W)     SCALED    
 MJ0746* NAVD 88     -       321.285  (meters)    1054.08   (feet)  ADJUSTED  
 MJ0746  ___________________________________________________________________
 MJ0746  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 MJ0746  DYNAMIC HT  -         321.149 (meters)    1053.64  (feet)  COMP
 MJ0746  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 MJ0746
 MJ0746  VERT ORDER  -  FIRST     CLASS II
 MJ0746
 MJ0746.The horizontal coordinates were scaled from a topographic map and have
 MJ0746.an estimated accuracy of +/- 6 seconds.
 MJ0746
 MJ0746.The orthometric height was determined by differential leveling
 MJ0746.and adjusted by the National Geodetic Survey in June 1991..
 MJ0746
 MJ0746.The geoid height was determined by GEOID03.
 MJ0746
 MJ0746.The dynamic height is computed by dividing the NAVD 88
 MJ0746.geopotential number by the normal gravity value computed on the
 MJ0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0746.degrees latitude (g = 980.6199 gals.).
 MJ0746
 MJ0746.The modeled gravity was interpolated from observed gravity values.
 MJ0746
 MJ0746;                    North         East    Units  Estimated Accuracy
 MJ0746;SPC NE       -   170,700.      838,570.      MT  (+/- 180 meters Scaled)
 MJ0746
 MJ0746                          SUPERSEDED SURVEY CONTROL
 MJ0746
 MJ0746  NGVD 29 (??/??/92)  321.157  (m)         1053.66   (f) ADJ UNCH    1 2
 MJ0746
 MJ0746.Superseded values are not recommended for survey control.
 MJ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0746.See file dsdata.txt to determine how the superseded data were derived.
 MJ0746
 MJ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF526762(NAD 83)
 MJ0746_MARKER: DB = BENCH MARK DISK
 MJ0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0746_SP_SET: WALL
 MJ0746_STAMPING: M 253 1947
 MJ0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0746
 MJ0746  HISTORY     - Date     Condition        Report By
 MJ0746  HISTORY     - 1947     MONUMENTED       CGS
 MJ0746  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0746
 MJ0746                          STATION DESCRIPTION
 MJ0746
 MJ0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0746'AT OMAHA.
 MJ0746'AT OMAHA, AT THE INTERSECTION OF TWENTY-NINTH STREET AND AMES
 MJ0746'AVENUE, AT THE SOUTHEAST CORNER OF THE NORTH BRANCH OMAHA PUBLIC
 MJ0746'LIBRARY, 2 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, SET
 MJ0746'VERTICALLY IN THE SOUTH WALL ABOUT 3 FEET ABOVE THE GROUND.
 MJ0746
 MJ0746                          STATION RECOVERY (1976)
 MJ0746
 MJ0746'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0673 ***********************************************************************
 MJ0673  DESIGNATION -  M 254
 MJ0673  PID         -  MJ0673
 MJ0673  STATE/COUNTY-  NE/DOUGLAS
 MJ0673  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0673
 MJ0673                         *CURRENT SURVEY CONTROL
 MJ0673  ___________________________________________________________________
 MJ0673* NAD 83(1986)-  41 14 49.     (N)    095 59 19.     (W)     SCALED    
 MJ0673* NAVD 88     -       327.585  (meters)    1074.75   (feet)  ADJUSTED  
 MJ0673  ___________________________________________________________________
 MJ0673  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 MJ0673  DYNAMIC HT  -         327.445 (meters)    1074.29  (feet)  COMP
 MJ0673  MODELED GRAV-     980,187.0   (mgal)                       NAVD 88
 MJ0673
 MJ0673  VERT ORDER  -  FIRST     CLASS II
 MJ0673
 MJ0673.The horizontal coordinates were scaled from a topographic map and have
 MJ0673.an estimated accuracy of +/- 6 seconds.
 MJ0673
 MJ0673.The orthometric height was determined by differential leveling
 MJ0673.and adjusted by the National Geodetic Survey in June 1991..
 MJ0673
 MJ0673.The geoid height was determined by GEOID03.
 MJ0673
 MJ0673.The dynamic height is computed by dividing the NAVD 88
 MJ0673.geopotential number by the normal gravity value computed on the
 MJ0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0673.degrees latitude (g = 980.6199 gals.).
 MJ0673
 MJ0673.The modeled gravity was interpolated from observed gravity values.
 MJ0673
 MJ0673;                    North         East    Units  Estimated Accuracy
 MJ0673;SPC NE       -   164,740.      836,000.      MT  (+/- 180 meters Scaled)
 MJ0673
 MJ0673                          SUPERSEDED SURVEY CONTROL
 MJ0673
 MJ0673  NGVD 29 (??/??/92)  327.460  (m)         1074.34   (f) ADJ UNCH    1 2
 MJ0673
 MJ0673.Superseded values are not recommended for survey control.
 MJ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0673.See file dsdata.txt to determine how the superseded data were derived.
 MJ0673
 MJ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF495704(NAD 83)
 MJ0673_MARKER: DB = BENCH MARK DISK
 MJ0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0673_SP_SET: WALL
 MJ0673_STAMPING: M 254 1947
 MJ0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0673
 MJ0673  HISTORY     - Date     Condition        Report By
 MJ0673  HISTORY     - 1947     MONUMENTED       CGS
 MJ0673  HISTORY     - 1976     GOOD             NGS
 MJ0673
 MJ0673                          STATION DESCRIPTION
 MJ0673
 MJ0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0673'AT OMAHA.
 MJ0673'AT OMAHA, AT THE NORTHWEST CORNER OF THE INTERSECTION OF SADDLE
 MJ0673'CREEK ROAD AND POPPELTON AVENUE, IN THE SOUTH WALL OF THE
 MJ0673'GENERAL MANUFACTURING COMPANY BUILDING, 21.7 FEET EAST OF THE
 MJ0673'MAIN ENTRANCE TO THE BUILDING, 1.7 FEET WEST OF THE SOUTHEAST
 MJ0673'CORNER OF THE BUILDING, SET VERTICALLY 4 FEET ABOVE THE GROUND.
 MJ0673
 MJ0673                          STATION RECOVERY (1976)
 MJ0673
 MJ0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0917 ***********************************************************************
 MJ0917  DESIGNATION -  M 255
 MJ0917  PID         -  MJ0917
 MJ0917  STATE/COUNTY-  NE/DOUGLAS
 MJ0917  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0917
 MJ0917                         *CURRENT SURVEY CONTROL
 MJ0917  ___________________________________________________________________
 MJ0917* NAD 83(1986)-  41 18 24.     (N)    095 55 35.     (W)     SCALED    
 MJ0917* NAVD 88     -       299.416  (meters)     982.33   (feet)  ADJUSTED  
 MJ0917  ___________________________________________________________________
 MJ0917  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MJ0917  DYNAMIC HT  -         299.290 (meters)     981.92  (feet)  COMP
 MJ0917  MODELED GRAV-     980,192.8   (mgal)                       NAVD 88
 MJ0917
 MJ0917  VERT ORDER  -  FIRST     CLASS II
 MJ0917
 MJ0917.The horizontal coordinates were scaled from a topographic map and have
 MJ0917.an estimated accuracy of +/- 6 seconds.
 MJ0917
 MJ0917.The orthometric height was determined by differential leveling
 MJ0917.and adjusted by the National Geodetic Survey in June 1991..
 MJ0917
 MJ0917.The geoid height was determined by GEOID03.
 MJ0917
 MJ0917.The dynamic height is computed by dividing the NAVD 88
 MJ0917.geopotential number by the normal gravity value computed on the
 MJ0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0917.degrees latitude (g = 980.6199 gals.).
 MJ0917
 MJ0917.The modeled gravity was interpolated from observed gravity values.
 MJ0917
 MJ0917;                    North         East    Units  Estimated Accuracy
 MJ0917;SPC NE       -   171,610.      840,900.      MT  (+/- 180 meters Scaled)
 MJ0917
 MJ0917                          SUPERSEDED SURVEY CONTROL
 MJ0917
 MJ0917  NGVD 29 (??/??/92)  299.287  (m)          981.91   (f) ADJ UNCH    1 2
 MJ0917
 MJ0917.Superseded values are not recommended for survey control.
 MJ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0917.See file dsdata.txt to determine how the superseded data were derived.
 MJ0917
 MJ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF550769(NAD 83)
 MJ0917_MARKER: DB = BENCH MARK DISK
 MJ0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0917_STAMPING: M 255 1947
 MJ0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0917+STABILITY: SURFACE MOTION
 MJ0917
 MJ0917  HISTORY     - Date     Condition        Report By
 MJ0917  HISTORY     - 1947     MONUMENTED       CGS
 MJ0917  HISTORY     - 1976     GOOD             NGS
 MJ0917
 MJ0917                          STATION DESCRIPTION
 MJ0917
 MJ0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0917'AT OMAHA.
 MJ0917'AT OMAHA, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF FORT
 MJ0917'STREET AND 8TH STREET, 80.5 FEET NORTH OF THE NORTHWEST CORNER
 MJ0917'OF HOUSE NUMBER 5223 ON 8TH STREET, 33.9 FEET NORTH OF THE
 MJ0917'CENTER LINE (APPROXIMATED) OF FORT STREET (UNPAVED), 24.0 FEET
 MJ0917'EAST OF THE CENTER LINE (APPROXIMATED) OF 8TH STREET (UNPAVED),
 MJ0917'16.5 FEET WEST OF THE EXTENSION TO THE NORTH OF THE LINE OF THE
 MJ0917'WEST FACE OF HOUSE NUMBER 5223 ON 8TH STREET, 13.6 FEET SOUTHWEST
 MJ0917'OF THE SOUTHWEST CORNER OF A FRAME BUILDING OCCUPIED BY JENS
 MJ0917'GROCERY, 3.7 FEET SOUTH OF THE SOUTH FACE OF THE MOST SOUTHERLY
 MJ0917'ONE OF THREE 12 INCH WALNUT TREES, SET IN THE TOP OF A CONCRETE
 MJ0917'POST 0.1 OF A FOOT UNDER THE SURFACE OF THE GROUND.
 MJ0917
 MJ0917                          STATION RECOVERY (1976)
 MJ0917
 MJ0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1034 ***********************************************************************
 LF1034  DESIGNATION -  M 256
 LF1034  PID         -  LF1034
 LF1034  STATE/COUNTY-  NE/CASS
 LF1034  USGS QUAD   -  MURRAY (1984)
 LF1034
 LF1034                         *CURRENT SURVEY CONTROL
 LF1034  ___________________________________________________________________
 LF1034* NAD 83(1986)-  40 54 13.     (N)    095 53 30.     (W)     SCALED    
 LF1034* NAVD 88     -       341.803  (meters)    1121.40   (feet)  ADJUSTED  
 LF1034  ___________________________________________________________________
 LF1034  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 LF1034  DYNAMIC HT  -         341.654 (meters)    1120.91  (feet)  COMP
 LF1034  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 LF1034
 LF1034  VERT ORDER  -  SECOND    CLASS 0
 LF1034
 LF1034.The horizontal coordinates were scaled from a topographic map and have
 LF1034.an estimated accuracy of +/- 6 seconds.
 LF1034
 LF1034.The orthometric height was determined by differential leveling
 LF1034.and adjusted by the National Geodetic Survey in June 1991..
 LF1034
 LF1034.The geoid height was determined by GEOID03.
 LF1034
 LF1034.The dynamic height is computed by dividing the NAVD 88
 LF1034.geopotential number by the normal gravity value computed on the
 LF1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1034.degrees latitude (g = 980.6199 gals.).
 LF1034
 LF1034.The modeled gravity was interpolated from observed gravity values.
 LF1034
 LF1034;                    North         East    Units  Estimated Accuracy
 LF1034;SPC NE       -   127,050.      845,930.      MT  (+/- 180 meters Scaled)
 LF1034
 LF1034                          SUPERSEDED SURVEY CONTROL
 LF1034
 LF1034  NGVD 29 (??/??/92)  341.700  (m)         1121.06   (f) ADJ UNCH    2 0
 LF1034
 LF1034.Superseded values are not recommended for survey control.
 LF1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1034.See file dsdata.txt to determine how the superseded data were derived.
 LF1034
 LF1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF564320(NAD 83)
 LF1034_MARKER: DB = BENCH MARK DISK
 LF1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1034_STAMPING: M 256 1947
 LF1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1034+STABILITY: SURFACE MOTION
 LF1034
 LF1034  HISTORY     - Date     Condition        Report By
 LF1034  HISTORY     - 1947     MONUMENTED       CGS
 LF1034
 LF1034                          STATION DESCRIPTION
 LF1034
 LF1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1034'2.8 MI SE FROM MURRAY.
 LF1034'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1034'STATE BANK AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRADED DIRT
 LF1034'ROAD, THENCE 0.8 MILE SOUTH ALONG A GRADED DIRT ROAD, APPROXIMATELY
 LF1034'197 YARDS SOUTH OF A SMALL STEEL BRIDGE, 28.6 FEET EAST OF
 LF1034'AND LEVEL WITH THE CENTER LINE OF THE ROAD, 14.0 FEET EAST OF A
 LF1034'FENCE CORNER, 6.0 FEET NORTHWEST OF A POWER POLE, 2.0 FEET WEST
 LF1034'OF A 4 X 4 MARKER POST, 1.0 FOOT NORTH OF A FENCE, SET IN THE
 LF1034'TOP OF A CONCRETE POST AND PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1101 ***********************************************************************
 LF1101  DESIGNATION -  M 257
 LF1101  PID         -  LF1101
 LF1101  STATE/COUNTY-  NE/OTOE
 LF1101  USGS QUAD   -  NEHAWKA (1966)
 LF1101
 LF1101                         *CURRENT SURVEY CONTROL
 LF1101  ___________________________________________________________________
 LF1101* NAD 83(1986)-  40 45 17.     (N)    095 59 18.     (W)     SCALED    
 LF1101* NAVD 88     -       330.371  (meters)    1083.89   (feet)  ADJUSTED  
 LF1101  ___________________________________________________________________
 LF1101  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 LF1101  DYNAMIC HT  -         330.206 (meters)    1083.35  (feet)  COMP
 LF1101  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 LF1101
 LF1101  VERT ORDER  -  SECOND    CLASS 0
 LF1101
 LF1101.The horizontal coordinates were scaled from a topographic map and have
 LF1101.an estimated accuracy of +/- 6 seconds.
 LF1101
 LF1101.The orthometric height was determined by differential leveling
 LF1101.and adjusted by the National Geodetic Survey in June 1991..
 LF1101
 LF1101.The geoid height was determined by GEOID03.
 LF1101
 LF1101.The dynamic height is computed by dividing the NAVD 88
 LF1101.geopotential number by the normal gravity value computed on the
 LF1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1101.degrees latitude (g = 980.6199 gals.).
 LF1101
 LF1101.The modeled gravity was interpolated from observed gravity values.
 LF1101
 LF1101;                    North         East    Units  Estimated Accuracy
 LF1101;SPC NE       -   110,160.      838,560.      MT  (+/- 180 meters Scaled)
 LF1101
 LF1101                          SUPERSEDED SURVEY CONTROL
 LF1101
 LF1101  NGVD 29 (??/??/92)  330.260  (m)         1083.53   (f) ADJ UNCH    2 0
 LF1101
 LF1101.Superseded values are not recommended for survey control.
 LF1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1101.See file dsdata.txt to determine how the superseded data were derived.
 LF1101
 LF1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF477158(NAD 83)
 LF1101_MARKER: DB = BENCH MARK DISK
 LF1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1101_STAMPING: M 257 1947
 LF1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1101+STABILITY: SURFACE MOTION
 LF1101
 LF1101  HISTORY     - Date     Condition        Report By
 LF1101  HISTORY     - 1947     MONUMENTED       CGS
 LF1101
 LF1101                          STATION DESCRIPTION
 LF1101
 LF1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1101'7.3 MI SW FROM UNION.
 LF1101'0.3 MILE WEST ALONG U.S. HIGHWAY 34 FROM THE MISSOURI PACIFIC
 LF1101'RAILWAY STATION AT UNION, THENCE 4.0 MILES SOUTH ALONG A GRAVELED
 LF1101'ROAD, THENCE 3.0 MILES WEST ALONG A GRAVELED ROAD, AT A ROAD
 LF1101'CROSSING, 99.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 LF1101'30.0 FEET SOUTH OF AND 3.0 FEET LOWER THAN THE CENTER LINE OF A
 LF1101'EAST-WEST ROAD, 5.3 FEET NORTH OF A FENCE CORNER, 3.5 FEET SOUTHWEST
 LF1101'OF THE NORTHWEST CORNER OF A STEEL FENCE SURROUNDING A SUB-STATION,
 LF1101'2.0 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LF1101'POST AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0960 ***********************************************************************
 LF0960  DESIGNATION -  M 258
 LF0960  PID         -  LF0960
 LF0960  STATE/COUNTY-  NE/OTOE
 LF0960  USGS QUAD   -  JULIAN (1984)
 LF0960
 LF0960                         *CURRENT SURVEY CONTROL
 LF0960  ___________________________________________________________________
 LF0960* NAD 83(1986)-  40 37 28.     (N)    095 46 58.     (W)     SCALED    
 LF0960* NAVD 88     -       279.328  (meters)     916.43   (feet)  ADJUSTED  
 LF0960  ___________________________________________________________________
 LF0960  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LF0960  DYNAMIC HT  -         279.181 (meters)     915.95  (feet)  COMP
 LF0960  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 LF0960
 LF0960  VERT ORDER  -  SECOND    CLASS 0
 LF0960
 LF0960.The horizontal coordinates were scaled from a topographic map and have
 LF0960.an estimated accuracy of +/- 6 seconds.
 LF0960
 LF0960.The orthometric height was determined by differential leveling
 LF0960.and adjusted by the National Geodetic Survey in June 1991..
 LF0960
 LF0960.The geoid height was determined by GEOID03.
 LF0960
 LF0960.The dynamic height is computed by dividing the NAVD 88
 LF0960.geopotential number by the normal gravity value computed on the
 LF0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0960.degrees latitude (g = 980.6199 gals.).
 LF0960
 LF0960.The modeled gravity was interpolated from observed gravity values.
 LF0960
 LF0960;                    North         East    Units  Estimated Accuracy
 LF0960;SPC NE       -    96,540.      856,600.      MT  (+/- 180 meters Scaled)
 LF0960
 LF0960                          SUPERSEDED SURVEY CONTROL
 LF0960
 LF0960  NGVD 29 (??/??/92)  279.225  (m)          916.09   (f) ADJ UNCH    2 0
 LF0960
 LF0960.Superseded values are not recommended for survey control.
 LF0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0960.See file dsdata.txt to determine how the superseded data were derived.
 LF0960
 LF0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF646007(NAD 83)
 LF0960_MARKER: DB = BENCH MARK DISK
 LF0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0960_STAMPING: M 258 1947
 LF0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0960+STABILITY: SURFACE MOTION
 LF0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0960+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1987
 LF0960
 LF0960  HISTORY     - Date     Condition        Report By
 LF0960  HISTORY     - 1947     MONUMENTED       CGS
 LF0960  HISTORY     - 19870504 MARK NOT FOUND   NGS
 LF0960
 LF0960                          STATION DESCRIPTION
 LF0960
 LF0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0960'7.2 MI SE FROM NEBRASKA CITY.
 LF0960'0.2 MILE EAST ALONG 1ST CORSO STREET FROM THE COURTHOUSE AT
 LF0960'NEBRASKA CITY, THENCE 2 BLOCKS SOUTH ALONG 7TH STREET, THENCE 0.4
 LF0960'MILE EAST ALONG NEBRASKA STATE HIGHWAY 2, THENCE 0.3 MILE SOUTHEAST
 LF0960'ALONG AN ASPHALT STREET, THENCE 0.1 MILE SOUTHWEST ALONG AN
 LF0960'ASPHALT STREET, THENCE 0.1 MILE SOUTHEAST ALONG A GRAVELED STREET,
 LF0960'THENCE 2.2 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.5 MILES
 LF0960'EAST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTHEAST ALONG A
 LF0960'GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD,
 LF0960'10.3 FEET NORTH OF A POINT 101.3 FEET WEST OF THE NORTHWEST CORNER
 LF0960'OF A FARMHOUSE, 61.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LF0960'ROAD, 20.0 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO
 LF0960'A FARMHOUSE AT THE NORTHWEST ANGLE OF A ROAD JUNCTION, 20.4 FEET
 LF0960'EAST OF A FENCE CORNER, 8.9 FEET EAST OF AN 8-INCH CEDAR TREE,
 LF0960'8.2 FEET SOUTHWEST OF A 24-INCH BOX ELDER TREE, 1.5 FEET SOUTH OF
 LF0960'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 LF0960'GROUND.
 LF0960
 LF0960                          STATION RECOVERY (1987)
 LF0960
 LF0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LF0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0403 ***********************************************************************
 MK0403  DESIGNATION -  M 259
 MK0403  PID         -  MK0403
 MK0403  STATE/COUNTY-  NE/WASHINGTON
 MK0403  USGS QUAD   -  ORUM (1969)
 MK0403
 MK0403                         *CURRENT SURVEY CONTROL
 MK0403  ___________________________________________________________________
 MK0403* NAD 83(1986)-  41 30 59.     (N)    096 18 36.     (W)     SCALED    
 MK0403* NAVD 88     -       400.038  (meters)    1312.46   (feet)  ADJUSTED  
 MK0403  ___________________________________________________________________
 MK0403  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MK0403  DYNAMIC HT  -         399.856 (meters)    1311.86  (feet)  COMP
 MK0403  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 MK0403
 MK0403  VERT ORDER  -  SECOND    CLASS 0
 MK0403
 MK0403.The horizontal coordinates were scaled from a topographic map and have
 MK0403.an estimated accuracy of +/- 6 seconds.
 MK0403
 MK0403.The orthometric height was determined by differential leveling
 MK0403.and adjusted by the National Geodetic Survey in June 1991..
 MK0403
 MK0403.The geoid height was determined by GEOID03.
 MK0403
 MK0403.The dynamic height is computed by dividing the NAVD 88
 MK0403.geopotential number by the normal gravity value computed on the
 MK0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0403.degrees latitude (g = 980.6199 gals.).
 MK0403
 MK0403.The modeled gravity was interpolated from observed gravity values.
 MK0403
 MK0403;                    North         East    Units  Estimated Accuracy
 MK0403;SPC NE       -   193,430.      807,830.      MT  (+/- 180 meters Scaled)
 MK0403
 MK0403                          SUPERSEDED SURVEY CONTROL
 MK0403
 MK0403  NGVD 29 (??/??/92)  399.890  (m)         1311.97   (f) ADJ UNCH    2 0
 MK0403
 MK0403.Superseded values are not recommended for survey control.
 MK0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0403.See file dsdata.txt to determine how the superseded data were derived.
 MK0403
 MK0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL244995(NAD 83)
 MK0403_MARKER: DB = BENCH MARK DISK
 MK0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0403_STAMPING: M 259 1947
 MK0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0403+STABILITY: SURFACE MOTION
 MK0403
 MK0403  HISTORY     - Date     Condition        Report By
 MK0403  HISTORY     - 1947     MONUMENTED       CGS
 MK0403
 MK0403                          STATION DESCRIPTION
 MK0403
 MK0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0403'6.4 MI S FROM SPIKER.
 MK0403'6.35 MILES SOUTH ALONG STATE HIGHWAY NO. 31 FROM THE SCHOOL AT
 MK0403'SPIKER, AT THE TOP OF A LONG SLOPING HILL, 56.0 FEET NORTH OF A
 MK0403'FENCE CORNER POST WHICH IS AT THE SOUTHEAST CORNER OF A GROVE
 MK0403'OF TREES, 47.0 FEET EAST OF A 2-FOOT WALNUT TREE (THIS IS THE
 MK0403'LARGEST TREE IN THE IMMEDIATE VICINITY), 31.0 FEET WEST OF THE
 MK0403'CENTER OF THE HIGHWAY, 2.0 FEET NORTH OF A REFERENCE POST, 1.4
 MK0403'FOOT WEST OF THE WEST RIGHT OF WAY FENCE, SET IN A CONCRETE
 MK0403'POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.1
 MK0403'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0194 ***********************************************************************
 LJ0194  DESIGNATION -  M 26
 LJ0194  PID         -  LJ0194
 LJ0194  STATE/COUNTY-  NE/HITCHCOCK
 LJ0194  USGS QUAD   -  STRATTON (1962)
 LJ0194
 LJ0194                         *CURRENT SURVEY CONTROL
 LJ0194  ___________________________________________________________________
 LJ0194* NAD 83(1986)-  40 09 20.     (N)    101 10 19.     (W)     SCALED    
 LJ0194* NAVD 88     -       847.965  (meters)    2782.03   (feet)  ADJUSTED  
 LJ0194  ___________________________________________________________________
 LJ0194  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 LJ0194  DYNAMIC HT  -         847.376 (meters)    2780.10  (feet)  COMP
 LJ0194  MODELED GRAV-     979,903.2   (mgal)                       NAVD 88
 LJ0194
 LJ0194  VERT ORDER  -  FIRST     CLASS II
 LJ0194
 LJ0194.The horizontal coordinates were scaled from a topographic map and have
 LJ0194.an estimated accuracy of +/- 6 seconds.
 LJ0194
 LJ0194.The orthometric height was determined by differential leveling
 LJ0194.and adjusted by the National Geodetic Survey in June 1991..
 LJ0194
 LJ0194.The geoid height was determined by GEOID03.
 LJ0194
 LJ0194.The dynamic height is computed by dividing the NAVD 88
 LJ0194.geopotential number by the normal gravity value computed on the
 LJ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0194.degrees latitude (g = 980.6199 gals.).
 LJ0194
 LJ0194.The modeled gravity was interpolated from observed gravity values.
 LJ0194
 LJ0194;                    North         East    Units  Estimated Accuracy
 LJ0194;SPC NE       -    36,460.      400,160.      MT  (+/- 180 meters Scaled)
 LJ0194
 LJ0194                          SUPERSEDED SURVEY CONTROL
 LJ0194
 LJ0194  NGVD 29 (??/??/92)  847.624  (m)         2780.91   (f) ADJ UNCH    1 2
 LJ0194
 LJ0194.Superseded values are not recommended for survey control.
 LJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0194.See file dsdata.txt to determine how the superseded data were derived.
 LJ0194
 LJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK150472(NAD 83)
 LJ0194_MARKER: DB = BENCH MARK DISK
 LJ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0194_STAMPING: 2780.913 M 26 1933
 LJ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0194+STABILITY: SURFACE MOTION
 LJ0194
 LJ0194  HISTORY     - Date     Condition        Report By
 LJ0194  HISTORY     - 1933     MONUMENTED       CGS
 LJ0194  HISTORY     - 1941     GOOD             NGS
 LJ0194  HISTORY     - 1977     MARK NOT FOUND   NGS
 LJ0194
 LJ0194                          STATION DESCRIPTION
 LJ0194
 LJ0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0194'3 MI E FROM STRATTON.
 LJ0194'3.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0194'FROM THE STATION AT STRATTON, HITCHCOCK COUNTY, 95 YARDS EAST OF
 LJ0194'THE EAST END OF A CONCRETE BRIDGE, AT MILEAGE 318.08, 107 FEET
 LJ0194'WEST OF MILEPOST 318, 60 FEET SOUTH OF THE CENTERLINE OF U.S.
 LJ0194'HIGHWAY 34, AND 54.9 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 LJ0194'DISK, STAMPED M 26 1933 AND SET IN THE TOP OF A CONCRETE POST
 LJ0194'PROJECTING 5 INCHES ABOVE GROUND.  NOW STAMPED 2780.913 M 26 1933.
 LJ0194
 LJ0194                          STATION RECOVERY (1977)
 LJ0194
 LJ0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LJ0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0753 ***********************************************************************
 LF0753  DESIGNATION -  M 260
 LF0753  PID         -  LF0753
 LF0753  STATE/COUNTY-  NE/NEMAHA
 LF0753  USGS QUAD   -  NEMAHA (1966)
 LF0753
 LF0753                         *CURRENT SURVEY CONTROL
 LF0753  ___________________________________________________________________
 LF0753* NAD 83(1986)-  40 20 20.     (N)    095 40 20.     (W)     SCALED    
 LF0753* NAVD 88     -       280.103  (meters)     918.97   (feet)  ADJUSTED  
 LF0753  ___________________________________________________________________
 LF0753  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LF0753  DYNAMIC HT  -         279.955 (meters)     918.49  (feet)  COMP
 LF0753  MODELED GRAV-     980,090.4   (mgal)                       NAVD 88
 LF0753
 LF0753  VERT ORDER  -  SECOND    CLASS 0
 LF0753
 LF0753.The horizontal coordinates were scaled from a topographic map and have
 LF0753.an estimated accuracy of +/- 6 seconds.
 LF0753
 LF0753.The orthometric height was determined by differential leveling
 LF0753.and adjusted by the National Geodetic Survey in June 1991..
 LF0753
 LF0753.The geoid height was determined by GEOID03.
 LF0753
 LF0753.The dynamic height is computed by dividing the NAVD 88
 LF0753.geopotential number by the normal gravity value computed on the
 LF0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0753.degrees latitude (g = 980.6199 gals.).
 LF0753
 LF0753.The modeled gravity was interpolated from observed gravity values.
 LF0753
 LF0753;                    North         East    Units  Estimated Accuracy
 LF0753;SPC NE       -    65,330.      867,530.      MT  (+/- 180 meters Scaled)
 LF0753
 LF0753                          SUPERSEDED SURVEY CONTROL
 LF0753
 LF0753  NGVD 29 (??/??/92)  280.029  (m)          918.73   (f) ADJ UNCH    2 0
 LF0753
 LF0753.Superseded values are not recommended for survey control.
 LF0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0753.See file dsdata.txt to determine how the superseded data were derived.
 LF0753
 LF0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE730687(NAD 83)
 LF0753_MARKER: DB = BENCH MARK DISK
 LF0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0753_STAMPING: M 260 1947
 LF0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0753+STABILITY: SURFACE MOTION
 LF0753
 LF0753  HISTORY     - Date     Condition        Report By
 LF0753  HISTORY     - 1947     MONUMENTED       CGS
 LF0753
 LF0753                          STATION DESCRIPTION
 LF0753
 LF0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0753'AT NEMAHA.
 LF0753'AT NEMAHA, AT THE EAST CORNER OF THE POST OFFICE, 200.0 FEET
 LF0753'NORTHEAST OF THE CENTER OF MAIN STREET, 40.0 FEET NORTHWEST
 LF0753'OF THE CENTER OF FIRST STREET (STATE HIGHWAY NO. 67), 35.0
 LF0753'FEET SOUTHWEST OF THE SOUTH CORNER OF A BRICK BUILDING, 3.0
 LF0753'FEET NORTHEAST OF THE EAST CORNER OF THE STONE FOUNDATION
 LF0753'FOR THE POST OFFICE, 1.5 FOOT NORTHEAST OF A REFERENCE POST,
 LF0753'0.4 FOOT NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE WALK,
 LF0753'SET IN A CONCRETE POST ABOUT FLUSH WITH THE TOP OF THE CONCRETE
 LF0753'WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0948 ***********************************************************************
 NM0948  DESIGNATION -  M 261
 NM0948  PID         -  NM0948
 NM0948  STATE/COUNTY-  NE/DIXON
 NM0948  USGS QUAD   -  PONCA (1994)
 NM0948
 NM0948                         *CURRENT SURVEY CONTROL
 NM0948  ___________________________________________________________________
 NM0948* NAD 83(1986)-  42 33 47.     (N)    096 41 14.     (W)     SCALED    
 NM0948* NAVD 88     -       347.528  (meters)    1140.18   (feet)  ADJUSTED  
 NM0948  ___________________________________________________________________
 NM0948  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 NM0948  DYNAMIC HT  -         347.419 (meters)    1139.82  (feet)  COMP
 NM0948  MODELED GRAV-     980,298.2   (mgal)                       NAVD 88
 NM0948
 NM0948  VERT ORDER  -  SECOND    CLASS 0
 NM0948
 NM0948.The horizontal coordinates were scaled from a topographic map and have
 NM0948.an estimated accuracy of +/- 6 seconds.
 NM0948
 NM0948.The orthometric height was determined by differential leveling
 NM0948.and adjusted by the National Geodetic Survey in June 1991..
 NM0948
 NM0948.The geoid height was determined by GEOID03.
 NM0948
 NM0948.The dynamic height is computed by dividing the NAVD 88
 NM0948.geopotential number by the normal gravity value computed on the
 NM0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0948.degrees latitude (g = 980.6199 gals.).
 NM0948
 NM0948.The modeled gravity was interpolated from observed gravity values.
 NM0948
 NM0948;                    North         East    Units  Estimated Accuracy
 NM0948;SPC NE       -   308,300.      771,920.      MT  (+/- 180 meters Scaled)
 NM0948
 NM0948                          SUPERSEDED SURVEY CONTROL
 NM0948
 NM0948  NGVD 29 (??/??/92)  347.353  (m)         1139.61   (f) ADJ UNCH    2 0
 NM0948
 NM0948.Superseded values are not recommended for survey control.
 NM0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0948.See file dsdata.txt to determine how the superseded data were derived.
 NM0948
 NM0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN898148(NAD 83)
 NM0948_MARKER: DB = BENCH MARK DISK
 NM0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0948_STAMPING: M 261 1948
 NM0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0948+STABILITY: SURFACE MOTION
 NM0948
 NM0948  HISTORY     - Date     Condition        Report By
 NM0948  HISTORY     - 1948     MONUMENTED       CGS
 NM0948
 NM0948                          STATION DESCRIPTION
 NM0948
 NM0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0948'1 MI E FROM PONCA.
 NM0948'0.05 MILE NORTH ALONG STATE HIGHWAY NO. 9 FROM THE NORTHEAST
 NM0948'CORNER OF THE CITY PARK AT PONCA, THENCE 0.05 MILE EAST ALONG
 NM0948'A PAVED STREET, THENCE 0.9 MILE EAST ALONG A DIRT ROAD, 47.3
 NM0948'FEET NORTHWEST OF THE NORTH CORNER OF A FARMHOUSE, 100.0 FEET
 NM0948'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 18.8 FEET NORTHEAST
 NM0948'OF THE NORTHEAST GATE POST OF A FENCE AROUND THE HOUSE, 0.7 FOOT
 NM0948'NORTHWEST OF A FENCE, ABOUT 6.0 FEET BELOW ROAD LEVEL, SET IN
 NM0948'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1598 ***********************************************************************
 NM1598  DESIGNATION -  M 262 RESET
 NM1598  PID         -  NM1598
 NM1598  STATE/COUNTY-  NE/DAKOTA
 NM1598  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1598
 NM1598                         *CURRENT SURVEY CONTROL
 NM1598  ___________________________________________________________________
 NM1598* NAD 83(1986)-  42 27 51.     (N)    096 28 26.     (W)     SCALED    
 NM1598* NAVD 88     -       335.17   (meters)    1099.6    (feet)  RESET     
 NM1598  ___________________________________________________________________
 NM1598  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 NM1598
 NM1598  VERT ORDER  -  THIRD
 NM1598
 NM1598.The horizontal coordinates were scaled from a topographic map and have
 NM1598.an estimated accuracy of +/- 6 seconds.
 NM1598
 NM1598.The orthometric height was computed from unverified reset data.
 NM1598.No vertical observational check was made to the station.
 NM1598
 NM1598.The geoid height was determined by GEOID03.
 NM1598
 NM1598;                    North         East    Units  Estimated Accuracy
 NM1598;SPC NE       -   298,020.      789,870.      MT  (+/- 180 meters Scaled)
 NM1598
 NM1598                          SUPERSEDED SURVEY CONTROL
 NM1598
 NM1598  NGVD 29 (08/02/06)  335.00   (m)         1099.1    (f) RESET       3  
 NM1598
 NM1598.Superseded values are not recommended for survey control.
 NM1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1598.See file dsdata.txt to determine how the superseded data were derived.
 NM1598
 NM1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN076044(NAD 83)
 NM1598_MARKER: DV = VERTICAL CONTROL DISK
 NM1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1598_STAMPING: M 262 RESET 1980
 NM1598_MARK LOGO: NGS   
 NM1598_PROJECTION: PROJECTING 13 CENTIMETERS
 NM1598_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1598+STABILITY: SURFACE MOTION
 NM1598
 NM1598  HISTORY     - Date     Condition        Report By
 NM1598  HISTORY     - 1980     MONUMENTED       NGS
 NM1598  HISTORY     - 20010327 GOOD             NEDR
 NM1598
 NM1598                          STATION DESCRIPTION
 NM1598
 NM1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NM1598'4.6 MI WEST FROM SOUTH SIOUX CITY.
 NM1598'2.45 WEST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF U.S. HIGHWAY 77,
 NM1598'AT THE SOUTHWEST OF SOUTH SIOUX CITY, TO THE JUNCTION WITH STATE
 NM1598'ROAD 110 LEADING SOUTH AND A GRAVEL ROAD LEADING NORTH, THENCE LEFT
 NM1598'AND NORTH ALONG A GRAVELED ROAD FOR 0.95 MILE TO A SHARP CURVE
 NM1598'RIGHT, THENCE RIGHT AND EAST ALONG THE GRAVELED ROAD FOR 0.45 MILE TO
 NM1598'THE MARK 59 FEET NORTHEAST OF A DRIVEWAY ON THE SOUTH SIDE OF THE
 NM1598'ROAD, 40.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.2 FEET WEST OF
 NM1598'A POWER POLE, 1 FOOT SOUTH OF A FENCE.
 NM1598'THE MARK IS 2.0 FT  E FROM A WITNESS POST.
 NM1598'THE MARK IS 2 FT ABOVE ROAD.
 NM1598
 NM1598                          STATION RECOVERY (2001)
 NM1598
 NM1598'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (JC)
 NM1598'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0617 ***********************************************************************
 LF0617  DESIGNATION -  M 266
 LF0617  PID         -  LF0617
 LF0617  STATE/COUNTY-  NE/RICHARDSON
 LF0617  USGS QUAD   -  BARADA (1966)
 LF0617
 LF0617                         *CURRENT SURVEY CONTROL
 LF0617  ___________________________________________________________________
 LF0617* NAD 83(1986)-  40 14 01.     (N)    095 31 57.     (W)     SCALED    
 LF0617* NAVD 88     -       355.292  (meters)    1165.65   (feet)  ADJUSTED  
 LF0617  ___________________________________________________________________
 LF0617  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LF0617  DYNAMIC HT  -         355.094 (meters)    1165.00  (feet)  COMP
 LF0617  MODELED GRAV-     980,058.5   (mgal)                       NAVD 88
 LF0617
 LF0617  VERT ORDER  -  SECOND    CLASS 0
 LF0617
 LF0617.The horizontal coordinates were scaled from a topographic map and have
 LF0617.an estimated accuracy of +/- 6 seconds.
 LF0617
 LF0617.The orthometric height was determined by differential leveling
 LF0617.and adjusted by the National Geodetic Survey in June 1991..
 LF0617
 LF0617.The geoid height was determined by GEOID03.
 LF0617
 LF0617.The dynamic height is computed by dividing the NAVD 88
 LF0617.geopotential number by the normal gravity value computed on the
 LF0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0617.degrees latitude (g = 980.6199 gals.).
 LF0617
 LF0617.The modeled gravity was interpolated from observed gravity values.
 LF0617
 LF0617;                    North         East    Units  Estimated Accuracy
 LF0617;SPC NE       -    54,260.      879,990.      MT  (+/- 180 meters Scaled)
 LF0617
 LF0617                          SUPERSEDED SURVEY CONTROL
 LF0617
 LF0617  NGVD 29 (??/??/92)  355.218  (m)         1165.41   (f) ADJ UNCH    2 0
 LF0617
 LF0617.Superseded values are not recommended for survey control.
 LF0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0617.See file dsdata.txt to determine how the superseded data were derived.
 LF0617
 LF0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE845567(NAD 83)
 LF0617_MARKER: DB = BENCH MARK DISK
 LF0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0617_STAMPING: M 266 1947
 LF0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0617+STABILITY: SURFACE MOTION
 LF0617
 LF0617  HISTORY     - Date     Condition        Report By
 LF0617  HISTORY     - 1947     MONUMENTED       CGS
 LF0617
 LF0617                          STATION DESCRIPTION
 LF0617
 LF0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0617'3.8 MI E FROM BARADA.
 LF0617'1.0 MILE NORTH AND 2.85 MILES EAST ALONG DIRT ROADS FROM THE
 LF0617'SCHOOL AT BARADA AND AT A SMALL COUNTRY SCHOOL, 110.0 FEET
 LF0617'NORTH OF THE CENTER OF THE MAIN ROAD, 12.6 FEET SOUTH OF THE
 LF0617'SOUTH SIDE OF THE BRICK CHIMNEY OF THE SCHOOL HOUSE, 4.8 FEET
 LF0617'WEST OF THE WEST SIDE OF THE FRONT ENTRANCE PORCH AND 4.4 FEET
 LF0617'SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE, 1.5 FOOT
 LF0617'NORTH OF A REFERENCE POST, SET IN A CONCRETE POST IN LINE WITH
 LF0617'THE WEST WALL OF THE SCHOOL HOUSE AND IN LINE WITH THE WEST
 LF0617'WALL OF A FARM HOUSE WHICH IS ON THE SOUTH SIDE OF THE ROAD,
 LF0617'ABOUT 7 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0643 ***********************************************************************
 LF0643  DESIGNATION -  M 267
 LF0643  PID         -  LF0643
 LF0643  STATE/COUNTY-  NE/RICHARDSON
 LF0643  USGS QUAD   -  VERDON (1966)
 LF0643
 LF0643                         *CURRENT SURVEY CONTROL
 LF0643  ___________________________________________________________________
 LF0643* NAD 83(1986)-  40 08 44.     (N)    095 41 22.     (W)     SCALED    
 LF0643* NAVD 88     -       313.441  (meters)    1028.35   (feet)  ADJUSTED  
 LF0643  ___________________________________________________________________
 LF0643  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LF0643  DYNAMIC HT  -         313.268 (meters)    1027.78  (feet)  COMP
 LF0643  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 LF0643
 LF0643  VERT ORDER  -  SECOND    CLASS 0
 LF0643
 LF0643.The horizontal coordinates were scaled from a topographic map and have
 LF0643.an estimated accuracy of +/- 6 seconds.
 LF0643
 LF0643.The orthometric height was determined by differential leveling
 LF0643.and adjusted by the National Geodetic Survey in June 1991..
 LF0643
 LF0643.The geoid height was determined by GEOID03.
 LF0643
 LF0643.The dynamic height is computed by dividing the NAVD 88
 LF0643.geopotential number by the normal gravity value computed on the
 LF0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0643.degrees latitude (g = 980.6199 gals.).
 LF0643
 LF0643.The modeled gravity was interpolated from observed gravity values.
 LF0643
 LF0643;                    North         East    Units  Estimated Accuracy
 LF0643;SPC NE       -    43,820.      867,140.      MT  (+/- 180 meters Scaled)
 LF0643
 LF0643                          SUPERSEDED SURVEY CONTROL
 LF0643
 LF0643  NGVD 29 (??/??/92)  313.376  (m)         1028.13   (f) ADJ UNCH    2 0
 LF0643
 LF0643.Superseded values are not recommended for survey control.
 LF0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0643.See file dsdata.txt to determine how the superseded data were derived.
 LF0643
 LF0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE709473(NAD 83)
 LF0643_MARKER: DB = BENCH MARK DISK
 LF0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0643_STAMPING: M 267 1947
 LF0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0643+STABILITY: SURFACE MOTION
 LF0643
 LF0643  HISTORY     - Date     Condition        Report By
 LF0643  HISTORY     - 1947     MONUMENTED       CGS
 LF0643  HISTORY     - 1974     GOOD             NGS
 LF0643  HISTORY     - 1980     GOOD             LOCSUR
 LF0643  HISTORY     - 20050728 GOOD             NEDR
 LF0643
 LF0643                          STATION DESCRIPTION
 LF0643
 LF0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0643'1.2 MI E FROM VERDON.
 LF0643'1.2 MILE EAST ALONG U.S. HIGHWAY NO. 73 FROM THE MISSOURI PACIFIC
 LF0643'RAILROAD STATION AT VERDON, AT THE TOP OF A HILL AND AT THE
 LF0643'MAIN ENTRANCE TO THE VERDON CEMETERY, 38.3 FEET NORTH OF THE
 LF0643'NORTHEAST CORNER OF AND IN LINE WITH THE EAST WALL OF THE LUM
 LF0643'BURIAL VAULT, 32.7 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 LF0643'27.8 FEET EAST OF THE CENTER OF THE IRON GATE ENTRANCE TO THE
 LF0643'CEMETERY, 2.0 FEET EAST OF A REFERENCE POST, 0.6 FOOT NORTH OF
 LF0643'THE SOUTH RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST ABOUT
 LF0643'THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.2 FOOT.
 LF0643
 LF0643                          STATION RECOVERY (1974)
 LF0643
 LF0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0643'RECOVERED IN GOOD CONDITION.
 LF0643
 LF0643                          STATION RECOVERY (1980)
 LF0643
 LF0643'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0643'RECOVERED IN GOOD CONDITION.
 LF0643
 LF0643                          STATION RECOVERY (2005)
 LF0643
 LF0643'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (BW)
 LF0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1066 ***********************************************************************
 LF1066  DESIGNATION -  M 269
 LF1066  PID         -  LF1066
 LF1066  STATE/COUNTY-  NE/CASS
 LF1066  USGS QUAD   -  NEHAWKA (1966)
 LF1066
 LF1066                         *CURRENT SURVEY CONTROL
 LF1066  ___________________________________________________________________
 LF1066* NAD 83(1986)-  40 49 41.     (N)    095 59 32.     (W)     SCALED    
 LF1066* NAVD 88     -       302.599  (meters)     992.78   (feet)  ADJUSTED  
 LF1066  ___________________________________________________________________
 LF1066  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 LF1066  DYNAMIC HT  -         302.462 (meters)     992.33  (feet)  COMP
 LF1066  MODELED GRAV-     980,165.7   (mgal)                       NAVD 88
 LF1066
 LF1066  VERT ORDER  -  SECOND    CLASS 0
 LF1066
 LF1066.The horizontal coordinates were scaled from a topographic map and have
 LF1066.an estimated accuracy of +/- 6 seconds.
 LF1066
 LF1066.The orthometric height was determined by differential leveling
 LF1066.and adjusted by the National Geodetic Survey in June 1991..
 LF1066
 LF1066.The geoid height was determined by GEOID03.
 LF1066
 LF1066.The dynamic height is computed by dividing the NAVD 88
 LF1066.geopotential number by the normal gravity value computed on the
 LF1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1066.degrees latitude (g = 980.6199 gals.).
 LF1066
 LF1066.The modeled gravity was interpolated from observed gravity values.
 LF1066
 LF1066;                    North         East    Units  Estimated Accuracy
 LF1066;SPC NE       -   118,270.      837,860.      MT  (+/- 180 meters Scaled)
 LF1066
 LF1066                          SUPERSEDED SURVEY CONTROL
 LF1066
 LF1066  NGVD 29 (??/??/92)  302.505  (m)          992.47   (f) ADJ UNCH    2 0
 LF1066
 LF1066.Superseded values are not recommended for survey control.
 LF1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1066.See file dsdata.txt to determine how the superseded data were derived.
 LF1066
 LF1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF476239(NAD 83)
 LF1066_MARKER: DB = BENCH MARK DISK
 LF1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1066_STAMPING: M 269 1947
 LF1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1066+STABILITY: SURFACE MOTION
 LF1066
 LF1066  HISTORY     - Date     Condition        Report By
 LF1066  HISTORY     - 1947     MONUMENTED       CGS
 LF1066
 LF1066                          STATION DESCRIPTION
 LF1066
 LF1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1066'AT NEHAWKA.
 LF1066'AT NEHAWKA, 195.0 FEET WEST OF THE CENTER LINE OF A GRAVELED
 LF1066'STREET, 129.1 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MISSOURI
 LF1066'PACIFIC RAILWAY STATION, 109.7 FEET SOUTH OF THE SOUTH RAIL OF
 LF1066'THE MAIN TRACK, 84.6 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK
 LF1066'LEADING TO A HOUSE, SET BETWEEN THE TWO MOST EASTERLY TREES IN
 LF1066'THE FIRST ROW OF ELM TREES SOUTH OF A FENCE AT THE SOUTH SIDE OF
 LF1066'A DRIVEWAY, 14.8 FEET WEST OF ONE TREE (A 20 INCH ELM) AND 3.7
 LF1066'FEET EAST OF THE OTHER TREE (AN 18 INCH ELM), 4.2 FEET SOUTH
 LF1066'OF A FENCE, 4.0 FEET SOUTH OF A REFERENCE POST, 3.4 FEET WEST OF
 LF1066'THE WEST EDGE OF A CONCRETE SIDEWALK, SET IN THE TOP OF A
 LF1066'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1491 ***********************************************************************
 NM1491  DESIGNATION -  M 270
 NM1491  PID         -  NM1491
 NM1491  STATE/COUNTY-  NE/KNOX
 NM1491  USGS QUAD   -  TABOR SE (1968)
 NM1491
 NM1491                         *CURRENT SURVEY CONTROL
 NM1491  ___________________________________________________________________
 NM1491* NAD 83(1986)-  42 49 49.     (N)    097 30 52.     (W)     SCALED    
 NM1491* NAVD 88     -       442.062  (meters)    1450.33   (feet)  ADJUSTED  
 NM1491  ___________________________________________________________________
 NM1491  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 NM1491  DYNAMIC HT  -         441.930 (meters)    1449.90  (feet)  COMP
 NM1491  MODELED GRAV-     980,308.6   (mgal)                       NAVD 88
 NM1491
 NM1491  VERT ORDER  -  FIRST     CLASS II
 NM1491
 NM1491.The horizontal coordinates were scaled from a topographic map and have
 NM1491.an estimated accuracy of +/- 6 seconds.
 NM1491
 NM1491.The orthometric height was determined by differential leveling
 NM1491.and adjusted by the National Geodetic Survey in June 1991..
 NM1491
 NM1491.The geoid height was determined by GEOID03.
 NM1491
 NM1491.The dynamic height is computed by dividing the NAVD 88
 NM1491.geopotential number by the normal gravity value computed on the
 NM1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1491.degrees latitude (g = 980.6199 gals.).
 NM1491
 NM1491.The modeled gravity was interpolated from observed gravity values.
 NM1491
 NM1491;                    North         East    Units  Estimated Accuracy
 NM1491;SPC NE       -   335,690.      703,190.      MT  (+/- 180 meters Scaled)
 NM1491
 NM1491                          SUPERSEDED SURVEY CONTROL
 NM1491
 NM1491  NGVD 29 (??/??/92)  441.855  (m)         1449.65   (f) ADJ UNCH    1 2
 NM1491
 NM1491.Superseded values are not recommended for survey control.
 NM1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1491.See file dsdata.txt to determine how the superseded data were derived.
 NM1491
 NM1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN214430(NAD 83)
 NM1491_MARKER: DB = BENCH MARK DISK
 NM1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1491_STAMPING: M 270 1949
 NM1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1491+STABILITY: SURFACE MOTION
 NM1491
 NM1491  HISTORY     - Date     Condition        Report By
 NM1491  HISTORY     - 1949     MONUMENTED       CGS
 NM1491  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM1491
 NM1491                          STATION DESCRIPTION
 NM1491
 NM1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1491'7.4 MI SW FROM YANKTON.
 NM1491'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1491'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE 5.7
 NM1491'MILES SOUTHWEST ALONG U.S. HIGHWAY 81, THENCE 0.6 MILE WEST
 NM1491'ALONG A DIRT ROAD, ON TOP OF A HILL, IN LINE WITH A FENCE
 NM1491'LEADING NORTH, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NM1491'12.0 FEET EAST OF THE EXTENDED CENTER LINE OF A FARM DRIVE
 NM1491'LEADING SOUTH, 2.0 FEET SOUTH OF AN EAST-WEST FENCE LINE, 1.2
 NM1491'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 NM1491'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- E-W ROAD HAS
 NM1491'BEEN WIDENED AND MARK BELIEVED TO BE DESTROYED.
 NM1491
 NM1491                          STATION RECOVERY (1966)
 NM1491
 NM1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM1491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1505 ***********************************************************************
 NM1505  DESIGNATION -  M 271
 NM1505  PID         -  NM1505
 NM1505  STATE/COUNTY-  NE/KNOX
 NM1505  USGS QUAD   -  SANTEE (1978)
 NM1505
 NM1505                         *CURRENT SURVEY CONTROL
 NM1505  ___________________________________________________________________
 NM1505* NAD 83(1986)-  42 47 12.     (N)    097 46 27.     (W)     SCALED    
 NM1505* NAVD 88     -       532.599  (meters)    1747.37   (feet)  ADJUSTED  
 NM1505  ___________________________________________________________________
 NM1505  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 NM1505  DYNAMIC HT  -         532.411 (meters)    1746.75  (feet)  COMP
 NM1505  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 NM1505
 NM1505  VERT ORDER  -  SECOND    CLASS 0
 NM1505
 NM1505.The horizontal coordinates were scaled from a topographic map and have
 NM1505.an estimated accuracy of +/- 6 seconds.
 NM1505
 NM1505.The orthometric height was determined by differential leveling
 NM1505.and adjusted by the National Geodetic Survey in June 1991..
 NM1505
 NM1505.The geoid height was determined by GEOID03.
 NM1505
 NM1505.The dynamic height is computed by dividing the NAVD 88
 NM1505.geopotential number by the normal gravity value computed on the
 NM1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1505.degrees latitude (g = 980.6199 gals.).
 NM1505
 NM1505.The modeled gravity was interpolated from observed gravity values.
 NM1505
 NM1505;                    North         East    Units  Estimated Accuracy
 NM1505;SPC NE       -   330,270.      682,090.      MT  (+/- 180 meters Scaled)
 NM1505
 NM1505                          SUPERSEDED SURVEY CONTROL
 NM1505
 NM1505  NGVD 29 (??/??/92)  532.362  (m)         1746.59   (f) ADJ UNCH    2 0
 NM1505
 NM1505.Superseded values are not recommended for survey control.
 NM1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1505.See file dsdata.txt to determine how the superseded data were derived.
 NM1505
 NM1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN002378(NAD 83)
 NM1505_MARKER: DB = BENCH MARK DISK
 NM1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1505_STAMPING: M 271 1949
 NM1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1505+STABILITY: SURFACE MOTION
 NM1505
 NM1505  HISTORY     - Date     Condition        Report By
 NM1505  HISTORY     - 1949     MONUMENTED       CGS
 NM1505
 NM1505                          STATION DESCRIPTION
 NM1505
 NM1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1505'6.8 MI SE FROM SANTEE.
 NM1505'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY HALL
 NM1505'AT SANTEE, THENCE 3.55 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 NM1505'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, THENCE 0.45 MILE SOUTH
 NM1505'ALONG A DIRT ROAD, THENCE 0.5 MILE EAST ALONG A DIRT ROAD, THENCE
 NM1505'0.5 MILE SOUTH ALONG A DIRT ROAD, AT THE JUNCTION OF AN EAST-WEST
 NM1505'DIRT ROAD AND A PRIVATE ROAD LEADING SOUTH, 0.7 MILE WEST OF
 NM1505'CROSS RANCH NO. 2, 36 FEET SOUTH OF THE CENTER LINE OF THE
 NM1505'EAST-WEST ROAD, 14 FEET WEST OF THE CENTER LINE OF THE PRIVATE
 NM1505'ROAD, 4.0 FEET NORTHWEST OF A CORNER POST, 1.6 FEET WEST OF A
 NM1505'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1505'0.6 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 2.9 MILES
 NM1505'NORTH AND 1.25 MILES WEST OF LINDY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1043 ***********************************************************************
 NM1043  DESIGNATION -  M 272
 NM1043  PID         -  NM1043
 NM1043  STATE/COUNTY-  NE/CEDAR
 NM1043  USGS QUAD   -  MENOMINEE (1968)
 NM1043
 NM1043                         *CURRENT SURVEY CONTROL
 NM1043  ___________________________________________________________________
 NM1043* NAD 83(1986)-  42 50 40.     (N)    097 18 24.     (W)     SCALED    
 NM1043* NAVD 88     -       377.179  (meters)    1237.46   (feet)  ADJUSTED  
 NM1043  ___________________________________________________________________
 NM1043  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 NM1043  DYNAMIC HT  -         377.071 (meters)    1237.11  (feet)  COMP
 NM1043  MODELED GRAV-     980,322.4   (mgal)                       NAVD 88
 NM1043
 NM1043  VERT ORDER  -  SECOND    CLASS 0
 NM1043
 NM1043.The horizontal coordinates were scaled from a topographic map and have
 NM1043.an estimated accuracy of +/- 6 seconds.
 NM1043
 NM1043.The orthometric height was determined by differential leveling
 NM1043.and adjusted by the National Geodetic Survey in June 1991..
 NM1043
 NM1043.The geoid height was determined by GEOID03.
 NM1043
 NM1043.The dynamic height is computed by dividing the NAVD 88
 NM1043.geopotential number by the normal gravity value computed on the
 NM1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1043.degrees latitude (g = 980.6199 gals.).
 NM1043
 NM1043.The modeled gravity was interpolated from observed gravity values.
 NM1043
 NM1043;                    North         East    Units  Estimated Accuracy
 NM1043;SPC NE       -   337,770.      720,120.      MT  (+/- 180 meters Scaled)
 NM1043
 NM1043                          SUPERSEDED SURVEY CONTROL
 NM1043
 NM1043  NGVD 29 (??/??/92)  376.976  (m)         1236.80   (f) ADJ UNCH    2 0
 NM1043
 NM1043.Superseded values are not recommended for survey control.
 NM1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1043.See file dsdata.txt to determine how the superseded data were derived.
 NM1043
 NM1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN383449(NAD 83)
 NM1043_MARKER: DB = BENCH MARK DISK
 NM1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1043_STAMPING: M 272 1949
 NM1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1043+STABILITY: SURFACE MOTION
 NM1043
 NM1043  HISTORY     - Date     Condition        Report By
 NM1043  HISTORY     - 1949     MONUMENTED       CGS
 NM1043  HISTORY     - 1967     MARK NOT FOUND   NGS
 NM1043
 NM1043                          STATION DESCRIPTION
 NM1043
 NM1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1043'6.6 MI SE FROM YANKTON.
 NM1043'1.9 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 NM1043'YANKTON, THENCE 4.7 MILES EAST ALONG A GRAVELED ROAD, 40 FEET
 NM1043'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 16 FEET EAST OF
 NM1043'THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 12.0 FEET
 NM1043'NORTHWEST OF THE CENTER OF A WOODEN GATE, 5.0 FEET NORTH OF A
 NM1043'FENCE CORNER POST, 1.5 FEET WEST OF A FENCE, 1.8 FEET SOUTH OF A
 NM1043'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM1043'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1043
 NM1043                          STATION RECOVERY (1967)
 NM1043
 NM1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NM1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0319 ***********************************************************************
 NN0319  DESIGNATION -  M 273
 NN0319  PID         -  NN0319
 NN0319  STATE/COUNTY-  NE/BOYD
 NN0319  USGS QUAD   -  GROSS (1964)
 NN0319
 NN0319                         *CURRENT SURVEY CONTROL
 NN0319  ___________________________________________________________________
 NN0319* NAD 83(1986)-  42 56 39.     (N)    098 33 53.     (W)     SCALED    
 NN0319* NAVD 88     -       538.038  (meters)    1765.21   (feet)  ADJUSTED  
 NN0319  ___________________________________________________________________
 NN0319  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 NN0319  DYNAMIC HT  -         537.846 (meters)    1764.58  (feet)  COMP
 NN0319  MODELED GRAV-     980,247.7   (mgal)                       NAVD 88
 NN0319
 NN0319  VERT ORDER  -  SECOND    CLASS 0
 NN0319
 NN0319.The horizontal coordinates were scaled from a topographic map and have
 NN0319.an estimated accuracy of +/- 6 seconds.
 NN0319
 NN0319.The orthometric height was determined by differential leveling
 NN0319.and adjusted by the National Geodetic Survey in June 1991..
 NN0319
 NN0319.The geoid height was determined by GEOID03.
 NN0319
 NN0319.The dynamic height is computed by dividing the NAVD 88
 NN0319.geopotential number by the normal gravity value computed on the
 NN0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0319.degrees latitude (g = 980.6199 gals.).
 NN0319
 NN0319.The modeled gravity was interpolated from observed gravity values.
 NN0319
 NN0319;                    North         East    Units  Estimated Accuracy
 NN0319;SPC NE       -   346,390.      617,130.      MT  (+/- 180 meters Scaled)
 NN0319
 NN0319                          SUPERSEDED SURVEY CONTROL
 NN0319
 NN0319  NGVD 29 (??/??/92)  537.753  (m)         1764.28   (f) ADJ UNCH    2 0
 NN0319
 NN0319.Superseded values are not recommended for survey control.
 NN0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0319.See file dsdata.txt to determine how the superseded data were derived.
 NN0319
 NN0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN355547(NAD 83)
 NN0319_MARKER: DB = BENCH MARK DISK
 NN0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0319_STAMPING: M 273 1949
 NN0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0319+STABILITY: SURFACE MOTION
 NN0319
 NN0319  HISTORY     - Date     Condition        Report By
 NN0319  HISTORY     - 1949     MONUMENTED       CGS
 NN0319
 NN0319                          STATION DESCRIPTION
 NN0319
 NN0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0319'7.9 MI NE FROM BRISTOW.
 NN0319'6.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BRISTOW,
 NN0319'THENCE 1.0 MILE EAST ALONG A DIRT ROAD, IN THE SOUTHWEST QUARTER OF
 NN0319'A PUBLIC ROAD CROSSING, ON THE EAST EDGE OF THE VILLAGE OF GROSS,
 NN0319'ABOUT 0.15 MILE SOUTHEAST OF A SCHOOL BUILDING, 41.0 FEET SOUTH OF
 NN0319'THE CENTER LINE OF THE EAST-WEST ROAD, 33.0 FEET WEST OF THE CENTER
 NN0319'LINE OF THE NORTH-SOUTH ROAD, 15.0 FEET SOUTH OF A CORNER FENCE
 NN0319'POST, 2.0 FEET EAST OF A FENCE, 1.2 FEET SOUTH OF A REFERENCE POST,
 NN0319'SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1127 ***********************************************************************
 NM1127  DESIGNATION -  M 274
 NM1127  PID         -  NM1127
 NM1127  STATE/COUNTY-  NE/CEDAR
 NM1127  USGS QUAD   -  COLERIDGE (1968)
 NM1127
 NM1127                         *CURRENT SURVEY CONTROL
 NM1127  ___________________________________________________________________
 NM1127* NAD 83(1986)-  42 36 09.     (N)    097 15 00.     (W)     SCALED    
 NM1127* NAVD 88     -       420.327  (meters)    1379.02   (feet)  ADJUSTED  
 NM1127  ___________________________________________________________________
 NM1127  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM1127  DYNAMIC HT  -         420.181 (meters)    1378.54  (feet)  COMP
 NM1127  MODELED GRAV-     980,263.7   (mgal)                       NAVD 88
 NM1127
 NM1127  VERT ORDER  -  SECOND    CLASS 0
 NM1127
 NM1127.This mark is at Hartington Municipal Airport (NE02)
 NM1127
 NM1127.The horizontal coordinates were scaled from a topographic map and have
 NM1127.an estimated accuracy of +/- 6 seconds.
 NM1127
 NM1127.The orthometric height was determined by differential leveling
 NM1127.and adjusted by the National Geodetic Survey in June 1991..
 NM1127
 NM1127.The geoid height was determined by GEOID03.
 NM1127
 NM1127.The dynamic height is computed by dividing the NAVD 88
 NM1127.geopotential number by the normal gravity value computed on the
 NM1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1127.degrees latitude (g = 980.6199 gals.).
 NM1127
 NM1127.The modeled gravity was interpolated from observed gravity values.
 NM1127
 NM1127;                    North         East    Units  Estimated Accuracy
 NM1127;SPC NE       -   311,060.      725,600.      MT  (+/- 180 meters Scaled)
 NM1127
 NM1127                          SUPERSEDED SURVEY CONTROL
 NM1127
 NM1127  NGVD 29 (??/??/92)  420.123  (m)         1378.35   (f) ADJ UNCH    2 0
 NM1127
 NM1127.Superseded values are not recommended for survey control.
 NM1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1127.See file dsdata.txt to determine how the superseded data were derived.
 NM1127
 NM1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN435181(NAD 83)
 NM1127_MARKER: DB = BENCH MARK DISK
 NM1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1127_STAMPING: M 274 1949
 NM1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1127+STABILITY: SURFACE MOTION
 NM1127
 NM1127  HISTORY     - Date     Condition        Report By
 NM1127  HISTORY     - 1949     MONUMENTED       CGS
 NM1127
 NM1127                          STATION DESCRIPTION
 NM1127
 NM1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1127'1.8 MI SE FROM HARTINGTON.
 NM1127'0.75 MILE EAST ALONG STATE HIGHWAY 84 FROM THE COURTHOUSE AT
 NM1127'HARTINGTON, THENCE 0.45 MILE SOUTH ALONG STATE HIGHWAY 84,
 NM1127'THENCE 0.6 MILE SOUTH ALONG A GRAVELED ROAD, AT THE HARTINGTON
 NM1127'AIRPORT, 65.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NM1127'AIRPORT MANAGERS HOUSE, 2.5 FEET SOUTHEAST OF THE SOUTHWEST
 NM1127'LEG OF THE WINDMILL, 3.6 FEET WEST OF A POWER TRANSMISSION LINE
 NM1127'POLE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 NM1127'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0916 ***********************************************************************
 NM0916  DESIGNATION -  M 275
 NM0916  PID         -  NM0916
 NM0916  STATE/COUNTY-  NE/DIXON
 NM0916  USGS QUAD   -  MASKELL (1994)
 NM0916
 NM0916                         *CURRENT SURVEY CONTROL
 NM0916  ___________________________________________________________________
 NM0916* NAD 83(1986)-  42 39 12.     (N)    097 00 00.     (W)     SCALED    
 NM0916* NAVD 88     -       412.096  (meters)    1352.02   (feet)  ADJUSTED  
 NM0916  ___________________________________________________________________
 NM0916  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 NM0916  DYNAMIC HT  -         411.961 (meters)    1351.58  (feet)  COMP
 NM0916  MODELED GRAV-     980,280.9   (mgal)                       NAVD 88
 NM0916
 NM0916  VERT ORDER  -  SECOND    CLASS 0
 NM0916
 NM0916.The horizontal coordinates were scaled from a topographic map and have
 NM0916.an estimated accuracy of +/- 6 seconds.
 NM0916
 NM0916.The orthometric height was determined by differential leveling
 NM0916.and adjusted by the National Geodetic Survey in June 1991..
 NM0916
 NM0916.The geoid height was determined by GEOID03.
 NM0916
 NM0916.The dynamic height is computed by dividing the NAVD 88
 NM0916.geopotential number by the normal gravity value computed on the
 NM0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0916.degrees latitude (g = 980.6199 gals.).
 NM0916
 NM0916.The modeled gravity was interpolated from observed gravity values.
 NM0916
 NM0916;                    North         East    Units  Estimated Accuracy
 NM0916;SPC NE       -   317,380.      745,910.      MT  (+/- 180 meters Scaled)
 NM0916
 NM0916                          SUPERSEDED SURVEY CONTROL
 NM0916
 NM0916  NGVD 29 (??/??/92)  411.892  (m)         1351.35   (f) ADJ UNCH    2 0
 NM0916
 NM0916.Superseded values are not recommended for survey control.
 NM0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0916.See file dsdata.txt to determine how the superseded data were derived.
 NM0916
 NM0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN639242(NAD 83)
 NM0916_MARKER: DB = BENCH MARK DISK
 NM0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0916_STAMPING: M 275 1949
 NM0916_MARK LOGO: CGS   
 NM0916_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0916+STABILITY: SURFACE MOTION
 NM0916
 NM0916  HISTORY     - Date     Condition        Report By
 NM0916  HISTORY     - 1949     MONUMENTED       CGS
 NM0916  HISTORY     - 1967     MARK NOT FOUND   USGS
 NM0916  HISTORY     - 19940816 GOOD             NEDR
 NM0916
 NM0916                          STATION DESCRIPTION
 NM0916
 NM0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0916'3 MI S FROM MASKELL.
 NM0916'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0916'SCHOOL AT MASKELL, THENCE 0.15 MILE WEST ALONG STATE HIGHWAY 12,
 NM0916'THENCE 2.7 MILES SOUTH ALONG A GRADED DIRT ROAD, 0.2 MILE SOUTH
 NM0916'OF THE LIME CREEK CEMETERY, AT THE FARM HOME OF M.L. SWANSON,
 NM0916'145.0 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 50 FEET
 NM0916'WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 34.0 FEET
 NM0916'SOUTHWEST OF A 24-INCH COTTONWOOD TREE, 19.0 FEET WEST OF THE
 NM0916'CENTER OF A WIRE GATE, 0.8 FOOT NORTH OF A FENCE, AND SET IN
 NM0916'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM0916'THE GROUND.
 NM0916
 NM0916                          STATION RECOVERY (1967)
 NM0916
 NM0916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM0916'MARK NOT FOUND.
 NM0916
 NM0916                          STATION RECOVERY (1994)
 NM0916
 NM0916'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NM0916'ABOUT 2.5 MI (4.0 KM) SOUTH FROM MASKELL, ON PUBLIC RIGHT-OF-WAY AND
 NM0916'IN THE NE1/4, SEC19, T31N, R4E. TO REACH FROM THE SCHOOL BUILDING, AT
 NM0916'MASKELL, GO SOUTH ON MAIN STREET FOR 0.10 MI (0.16 KM) TO STATE
 NM0916'HIGHWAY 12.  TURN RIGHT AND GO WEST ON HIGHWAY 12 FOR 0.20 MI (0.32
 NM0916'KM) TO THE JUNCTION WITH A COUNTY ROAD.  TURN LEFT AND GO SOUTHERLY ON
 NM0916'A WINDING GRAVELED ROAD FOR 2.55 MI (4.10 KM) TO THE MARK ON THE
 NM0916'RIGHT. THE DISK IS SET INTO THE TOP OF A CONCRETE POST THAT PROJECTS
 NM0916'ABOUT 0.13 M (0.43 FT) ABOVE THE GROUND SURFACE AND IS 14.1 M (46.3
 NM0916'FT) WEST FROM THE CENTERLINE OF THE ROAD, 27.540 M (90.354 FT) NORTH
 NM0916'FROM THE CENTER OF THE TOP OF A TELEPHONE CABLE JUNCTION BOX, 6.475 M
 NM0916'(21.243 FT) NORTHEAST FROM A NAIL AND WASHER IN THE TOP OF A FENCE
 NM0916'POST, 5.190 M (17.028 FT) SOUTHWEST FROM A NAIL AND WASHER IN THE TOP
 NM0916'OF A FENCE CORNER POST AND 0.250 M (0.820 FT) SOUTH FROM A WITNESS
 NM0916'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0882 ***********************************************************************
 NM0882  DESIGNATION -  M 276
 NM0882  PID         -  NM0882
 NM0882  STATE/COUNTY-  NE/DIXON
 NM0882  USGS QUAD   -  BURBANK (1994)
 NM0882
 NM0882                         *CURRENT SURVEY CONTROL
 NM0882  ___________________________________________________________________
 NM0882* NAD 83(1986)-  42 41 32.     (N)    096 50 06.     (W)     SCALED    
 NM0882* NAVD 88     -       350.561  (meters)    1150.13   (feet)  ADJUSTED  
 NM0882  ___________________________________________________________________
 NM0882  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM0882  DYNAMIC HT  -         350.456 (meters)    1149.79  (feet)  COMP
 NM0882  MODELED GRAV-     980,311.2   (mgal)                       NAVD 88
 NM0882
 NM0882  VERT ORDER  -  SECOND    CLASS 0
 NM0882
 NM0882.The horizontal coordinates were scaled from a topographic map and have
 NM0882.an estimated accuracy of +/- 6 seconds.
 NM0882
 NM0882.The orthometric height was determined by differential leveling
 NM0882.and adjusted by the National Geodetic Survey in June 1991..
 NM0882
 NM0882.The geoid height was determined by GEOID03.
 NM0882
 NM0882.The dynamic height is computed by dividing the NAVD 88
 NM0882.geopotential number by the normal gravity value computed on the
 NM0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0882.degrees latitude (g = 980.6199 gals.).
 NM0882
 NM0882.The modeled gravity was interpolated from observed gravity values.
 NM0882
 NM0882;                    North         East    Units  Estimated Accuracy
 NM0882;SPC NE       -   322,180.      759,270.      MT  (+/- 180 meters Scaled)
 NM0882
 NM0882                          SUPERSEDED SURVEY CONTROL
 NM0882
 NM0882  NGVD 29 (??/??/92)  350.376  (m)         1149.53   (f) ADJ UNCH    2 0
 NM0882
 NM0882.Superseded values are not recommended for survey control.
 NM0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0882.See file dsdata.txt to determine how the superseded data were derived.
 NM0882
 NM0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN773289(NAD 83)
 NM0882_MARKER: DB = BENCH MARK DISK
 NM0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0882_STAMPING: M 276 1949
 NM0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0882+STABILITY: SURFACE MOTION
 NM0882
 NM0882  HISTORY     - Date     Condition        Report By
 NM0882  HISTORY     - 1949     MONUMENTED       CGS
 NM0882  HISTORY     - 1962     GOOD             USGS
 NM0882
 NM0882                          STATION DESCRIPTION
 NM0882
 NM0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0882'4.2 MI N FROM NEWCASTLE.
 NM0882'3.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE SOUTHEAST
 NM0882'CORNER OF THE NEWCASTLE CEMETERY AT NEWCASTLE, THENCE 1.15 MILES
 NM0882'EAST ALONG A GRADED DIRT ROAD, AT A VACANT FARM HOUSE, 135.0
 NM0882'FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER
 NM0882'OF THE HOUSE, 16.1 FEET NORTH OF AN EAST-WEST ROAD, 27.0 FEET
 NM0882'NORTH OF A 20-INCH ELM WITH A TRIANGULAR BLAZE ON THE SOUTHSIDE
 NM0882'OF THE TREE, 14.8 FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD
 NM0882'LEADING NORTH, 37 FEET EAST OF THE CENTERLINE OF A T-ROAD LEADING
 NM0882'SOUTH, 1.4 FEET WEST OF A REFERENCE POST AND SET IN THE TOP OF
 NM0882'A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 NM0882
 NM0882                          STATION RECOVERY (1962)
 NM0882
 NM0882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0156 ***********************************************************************
 LG0156  DESIGNATION -  M 277
 LG0156  PID         -  LG0156
 LG0156  STATE/COUNTY-  NE/CASS
 LG0156  USGS QUAD   -  AVOCA (1966)
 LG0156
 LG0156                         *CURRENT SURVEY CONTROL
 LG0156  ___________________________________________________________________
 LG0156* NAD 83(1986)-  40 50 43.     (N)    096 02 39.     (W)     SCALED    
 LG0156* NAVD 88     -       312.184  (meters)    1024.22   (feet)  ADJUSTED  
 LG0156  ___________________________________________________________________
 LG0156  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 LG0156  DYNAMIC HT  -         312.048 (meters)    1023.78  (feet)  COMP
 LG0156  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 LG0156
 LG0156  VERT ORDER  -  SECOND    CLASS 0
 LG0156
 LG0156.The horizontal coordinates were scaled from a topographic map and have
 LG0156.an estimated accuracy of +/- 6 seconds.
 LG0156
 LG0156.The orthometric height was determined by differential leveling
 LG0156.and adjusted by the National Geodetic Survey in June 1991..
 LG0156
 LG0156.The geoid height was determined by GEOID03.
 LG0156
 LG0156.The dynamic height is computed by dividing the NAVD 88
 LG0156.geopotential number by the normal gravity value computed on the
 LG0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0156.degrees latitude (g = 980.6199 gals.).
 LG0156
 LG0156.The modeled gravity was interpolated from observed gravity values.
 LG0156
 LG0156;                    North         East    Units  Estimated Accuracy
 LG0156;SPC NE       -   119,980.      833,390.      MT  (+/- 180 meters Scaled)
 LG0156
 LG0156                          SUPERSEDED SURVEY CONTROL
 LG0156
 LG0156  NGVD 29 (??/??/92)  312.092  (m)         1023.92   (f) ADJ UNCH    2 0
 LG0156
 LG0156.Superseded values are not recommended for survey control.
 LG0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0156.See file dsdata.txt to determine how the superseded data were derived.
 LG0156
 LG0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL491257(NAD 83)
 LG0156_MARKER: DB = BENCH MARK DISK
 LG0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0156_STAMPING: M 277 1950
 LG0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0156+STABILITY: SURFACE MOTION
 LG0156
 LG0156  HISTORY     - Date     Condition        Report By
 LG0156  HISTORY     - 1950     MONUMENTED       CGS
 LG0156
 LG0156                          STATION DESCRIPTION
 LG0156
 LG0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0156'3 MI NW FROM NEHAWKA.
 LG0156'3.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0156'STATION AT NEHAWKA, AT A PRIVATE ROAD CROSSING, 10 RAILS EAST
 LG0156'OF BRIDGE 42, 67 FEET SOUTH OF THE FIRST POLE WEST OF
 LG0156'MILEPOST 454-20, 44 FEET SOUTH OF THE SOUTH RAIL, 48 FEET EAST
 LG0156'OF THE CENTER OF A GATE, 1 FOOT NORTH OF A FENCE, 2 FEET EAST
 LG0156'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LG0156'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0466 ***********************************************************************
 NM0466  DESIGNATION -  M 278
 NM0466  PID         -  NM0466
 NM0466  STATE/COUNTY-  NE/DAKOTA
 NM0466  USGS QUAD   -  HOMER (1976)
 NM0466
 NM0466                         *CURRENT SURVEY CONTROL
 NM0466  ___________________________________________________________________
 NM0466* NAD 83(1986)-  42 18 28.     (N)    096 27 08.     (W)     SCALED    
 NM0466* NAVD 88     -       336.367  (meters)    1103.56   (feet)  ADJUSTED  
 NM0466  ___________________________________________________________________
 NM0466  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 NM0466  DYNAMIC HT  -         336.256 (meters)    1103.20  (feet)  COMP
 NM0466  MODELED GRAV-     980,283.9   (mgal)                       NAVD 88
 NM0466
 NM0466  VERT ORDER  -  SECOND    CLASS 0
 NM0466
 NM0466.The horizontal coordinates were scaled from a topographic map and have
 NM0466.an estimated accuracy of +/- 6 seconds.
 NM0466
 NM0466.The orthometric height was determined by differential leveling
 NM0466.and adjusted by the National Geodetic Survey in June 1991..
 NM0466
 NM0466.The geoid height was determined by GEOID03.
 NM0466
 NM0466.The dynamic height is computed by dividing the NAVD 88
 NM0466.geopotential number by the normal gravity value computed on the
 NM0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0466.degrees latitude (g = 980.6199 gals.).
 NM0466
 NM0466.The modeled gravity was interpolated from observed gravity values.
 NM0466
 NM0466;                    North         East    Units  Estimated Accuracy
 NM0466;SPC NE       -   280,740.      792,360.      MT  (+/- 180 meters Scaled)
 NM0466
 NM0466                          SUPERSEDED SURVEY CONTROL
 NM0466
 NM0466  NGVD 29 (??/??/92)  336.209  (m)         1103.05   (f) ADJ UNCH    2 0
 NM0466
 NM0466.Superseded values are not recommended for survey control.
 NM0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0466.See file dsdata.txt to determine how the superseded data were derived.
 NM0466
 NM0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM099870(NAD 83)
 NM0466_MARKER: DB = BENCH MARK DISK
 NM0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0466_STAMPING: M 278 1949
 NM0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0466+STABILITY: SURFACE MOTION
 NM0466
 NM0466  HISTORY     - Date     Condition        Report By
 NM0466  HISTORY     - 1949     MONUMENTED       CGS
 NM0466
 NM0466                          STATION DESCRIPTION
 NM0466
 NM0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0466'2.1 MI E FROM HOMER.
 NM0466'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0466'THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, AT THE FARM HOME
 NM0466'OF JOHN O. DOYLE, 140 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 NM0466'ROAD, 50.0 FEET EAST AND 18.0 FEET NORTH OF THE SOUTHEAST
 NM0466'CORNER OF THE HOUSE, 14.5 FEET SOUTHEAST OF THE NORTHEAST CORNER
 NM0466'OF THE GARAGE, 4.0 FEET EAST OF A POWER TRANSMISSION LINE POLE,
 NM0466'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST WHICH IS FLUSH
 NM0466'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0386 ***********************************************************************
 LH0386  DESIGNATION -  M 279
 LH0386  PID         -  LH0386
 LH0386  STATE/COUNTY-  NE/HALL
 LH0386  USGS QUAD   -  WOOD RIVER (1993)
 LH0386
 LH0386                         *CURRENT SURVEY CONTROL
 LH0386  ___________________________________________________________________
 LH0386* NAD 83(1986)-  40 50 36.     (N)    098 31 28.     (W)     SCALED    
 LH0386* NAVD 88     -       592.423  (meters)    1943.64   (feet)  ADJUSTED  
 LH0386  ___________________________________________________________________
 LH0386  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 LH0386  DYNAMIC HT  -         592.106 (meters)    1942.60  (feet)  COMP
 LH0386  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 LH0386
 LH0386  VERT ORDER  -  FIRST     CLASS II
 LH0386
 LH0386.The horizontal coordinates were scaled from a topographic map and have
 LH0386.an estimated accuracy of +/- 6 seconds.
 LH0386
 LH0386.The orthometric height was determined by differential leveling
 LH0386.and adjusted by the National Geodetic Survey in May 1993..
 LH0386
 LH0386.The geoid height was determined by GEOID03.
 LH0386
 LH0386.The dynamic height is computed by dividing the NAVD 88
 LH0386.geopotential number by the normal gravity value computed on the
 LH0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0386.degrees latitude (g = 980.6199 gals.).
 LH0386
 LH0386.The modeled gravity was interpolated from observed gravity values.
 LH0386
 LH0386;                    North         East    Units  Estimated Accuracy
 LH0386;SPC NE       -   113,200.      624,400.      MT  (+/- 180 meters Scaled)
 LH0386
 LH0386                          SUPERSEDED SURVEY CONTROL
 LH0386
 LH0386  NAVD 88 (06/15/91)  592.432  (m)         1943.67   (f) UNKNOWN     1 2
 LH0386  NGVD 29 (02/14/92)  592.174  (m)         1942.82   (f) ADJUSTED    1 2
 LH0386
 LH0386.Superseded values are not recommended for survey control.
 LH0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0386.See file dsdata.txt to determine how the superseded data were derived.
 LH0386
 LH0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL400214(NAD 83)
 LH0386_MARKER: DB = BENCH MARK DISK
 LH0386_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH0386_SP_SET: ABUTMENT
 LH0386_STAMPING: M 279 1949
 LH0386_MARK LOGO: CGS   
 LH0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0386+STABILITY: SURFACE MOTION
 LH0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0386+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0386
 LH0386  HISTORY     - Date     Condition        Report By
 LH0386  HISTORY     - 1949     MONUMENTED       CGS
 LH0386  HISTORY     - 19910924 GOOD             NGS
 LH0386
 LH0386                          STATION DESCRIPTION
 LH0386
 LH0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0386'3.5 MI SW FROM ALDA.
 LH0386'3.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0386'STATION AT ALDA, SET IN THE SOUTHEAST END OF THE SOUTHWEST
 LH0386'ABUTMENT OF BRIDGE 158.00 OVER WOOD RIVER, 30 FEET NORTHEAST
 LH0386'OF THE CENTER LINE OF A PRIVATE ROAD LEADING TO A FARMHOUSE,
 LH0386'4.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET
 LH0386'OF TRACKS, 2.0 FEET WEST OF THE SOUTHWEST END OF THE SOUTHEAST
 LH0386'STEEL GIRDER OF THE BRIDGE, AND 1.5 FEET BELOW THE TOP OF THE
 LH0386'RAIL.
 LH0386
 LH0386                          STATION RECOVERY (1991)
 LH0386
 LH0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0386'14.4 KM (8.95 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0386'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 0.3 M (1.0 FT) NORTHWEST OF THE
 LH0386'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE UNION PACIFIC
 LH0386'RAILROAD BRIDGE NUMBER 158.00 SPANNING WOOD RIVER, 44.7 M (146.7 FT)
 LH0386'SOUTHEAST OF THE HIGHWAY CENTERLINE, 1.3 M (4.3 FT) SOUTHEAST OF THE
 LH0386'NEAR RAIL, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0153 ***********************************************************************
 LJ0153  DESIGNATION -  M 28
 LJ0153  PID         -  LJ0153
 LJ0153  STATE/COUNTY-  NE/LINCOLN
 LJ0153  USGS QUAD   -  WELLFLEET NW (1956)
 LJ0153
 LJ0153                         *CURRENT SURVEY CONTROL
 LJ0153  ___________________________________________________________________
 LJ0153* NAD 83(1986)-  40 57 13.     (N)    100 41 49.     (W)     SCALED    
 LJ0153* NAVD 88     -       922.755  (meters)    3027.41   (feet)  ADJUSTED  
 LJ0153  ___________________________________________________________________
 LJ0153  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 LJ0153  DYNAMIC HT  -         922.179 (meters)    3025.52  (feet)  COMP
 LJ0153  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 LJ0153
 LJ0153  VERT ORDER  -  SECOND    CLASS 0
 LJ0153
 LJ0153.The horizontal coordinates were scaled from a topographic map and have
 LJ0153.an estimated accuracy of +/- 6 seconds.
 LJ0153
 LJ0153.The orthometric height was determined by differential leveling
 LJ0153.and adjusted by the National Geodetic Survey in June 1994..
 LJ0153
 LJ0153.The geoid height was determined by GEOID03.
 LJ0153
 LJ0153.The dynamic height is computed by dividing the NAVD 88
 LJ0153.geopotential number by the normal gravity value computed on the
 LJ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0153.degrees latitude (g = 980.6199 gals.).
 LJ0153
 LJ0153.The modeled gravity was interpolated from observed gravity values.
 LJ0153
 LJ0153;                    North         East    Units  Estimated Accuracy
 LJ0153;SPC NE       -   124,620.      441,340.      MT  (+/- 180 meters Scaled)
 LJ0153
 LJ0153                          SUPERSEDED SURVEY CONTROL
 LJ0153
 LJ0153  NAVD 88 (06/15/91)  922.750  (m)         3027.39   (f) UNKNOWN     2 0
 LJ0153  NGVD 29 (??/??/92)  922.370  (m)         3026.14   (f) ADJ UNCH    2 0
 LJ0153
 LJ0153.Superseded values are not recommended for survey control.
 LJ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0153.See file dsdata.txt to determine how the superseded data were derived.
 LJ0153
 LJ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL571349(NAD 83)
 LJ0153_MARKER: DB = BENCH MARK DISK
 LJ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0153_STAMPING: M 28 1934
 LJ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0153+STABILITY: SURFACE MOTION
 LJ0153
 LJ0153  HISTORY     - Date     Condition        Report By
 LJ0153  HISTORY     - 1934     MONUMENTED       CGS
 LJ0153  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0153
 LJ0153                          STATION DESCRIPTION
 LJ0153
 LJ0153'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0153'16.4 MI S FROM NORTH PLATTE.
 LJ0153'16.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM NORTH PLATTE, LINCOLN
 LJ0153'COUNTY, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 LJ0153'EAST OF THE RIGHT-OF-WAY FENCE, AND 4 FEET NORTH OF A CROSS FENCE.
 LJ0153'A STANDARD DISK, STAMPED M 28 1934 AND SET IN THE TOP OF A CONCRETE
 LJ0153'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0821 ***********************************************************************
 MK0821  DESIGNATION -  M 280
 MK0821  PID         -  MK0821
 MK0821  STATE/COUNTY-  NE/SARPY
 MK0821  USGS QUAD   -  CEDAR CREEK (1983)
 MK0821
 MK0821                         *CURRENT SURVEY CONTROL
 MK0821  ___________________________________________________________________
 MK0821* NAD 83(1986)-  41 06 12.     (N)    096 05 18.     (W)     SCALED    
 MK0821* NAVD 88     -       350.239  (meters)    1149.08   (feet)  ADJUSTED  
 MK0821  ___________________________________________________________________
 MK0821  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 MK0821  DYNAMIC HT  -         350.095 (meters)    1148.60  (feet)  COMP
 MK0821  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 MK0821
 MK0821  VERT ORDER  -  SECOND    CLASS 0
 MK0821
 MK0821.The horizontal coordinates were scaled from a topographic map and have
 MK0821.an estimated accuracy of +/- 6 seconds.
 MK0821
 MK0821.The orthometric height was determined by differential leveling
 MK0821.and adjusted by the National Geodetic Survey in June 1991..
 MK0821
 MK0821.The geoid height was determined by GEOID03.
 MK0821
 MK0821.The dynamic height is computed by dividing the NAVD 88
 MK0821.geopotential number by the normal gravity value computed on the
 MK0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0821.degrees latitude (g = 980.6199 gals.).
 MK0821
 MK0821.The modeled gravity was interpolated from observed gravity values.
 MK0821
 MK0821;                    North         East    Units  Estimated Accuracy
 MK0821;SPC NE       -   148,430.      828,380.      MT  (+/- 180 meters Scaled)
 MK0821
 MK0821                          SUPERSEDED SURVEY CONTROL
 MK0821
 MK0821  NGVD 29 (??/??/92)  350.135  (m)         1148.73   (f) ADJ UNCH    2 0
 MK0821
 MK0821.Superseded values are not recommended for survey control.
 MK0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0821.See file dsdata.txt to determine how the superseded data were derived.
 MK0821
 MK0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL445543(NAD 83)
 MK0821_MARKER: DB = BENCH MARK DISK
 MK0821_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0821_SP_SET: BRIDGE ABUTMENT
 MK0821_STAMPING: M 280 1950
 MK0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0821
 MK0821  HISTORY     - Date     Condition        Report By
 MK0821  HISTORY     - 1950     MONUMENTED       CGS
 MK0821
 MK0821                          STATION DESCRIPTION
 MK0821
 MK0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0821'1 MI SW FROM RICHFIELD.
 MK0821'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0821'RICHFIELD, THENCE 0.6 MILE WEST ALONG A GRAVELED ROAD, 19 FEET
 MK0821'NORTH OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE
 MK0821'SOUTHWEST FACE OF THE NORTHEAST ABUTMENT OF MISSOURI PACIFIC
 MK0821'RAILROAD BRIDGE 5189, 9.1 FEET SOUTHEAST OF THE NORTHWEST END OF
 MK0821'THE ABUTMENT, 14.5 FEET BELOW THE TOP OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0409 ***********************************************************************
 ML0409  DESIGNATION -  M 281
 ML0409  PID         -  ML0409
 ML0409  STATE/COUNTY-  NE/HOWARD
 ML0409  USGS QUAD   -  FARWELL (1978)
 ML0409
 ML0409                         *CURRENT SURVEY CONTROL
 ML0409  ___________________________________________________________________
 ML0409* NAD 83(1986)-  41 09 45.     (N)    098 43 44.     (W)     SCALED    
 ML0409* NAVD 88     -       641.063  (meters)    2103.22   (feet)  ADJUSTED  
 ML0409  ___________________________________________________________________
 ML0409  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ML0409  DYNAMIC HT  -         640.736 (meters)    2102.15  (feet)  COMP
 ML0409  MODELED GRAV-     980,092.5   (mgal)                       NAVD 88
 ML0409
 ML0409  VERT ORDER  -  SECOND    CLASS 0
 ML0409
 ML0409.The horizontal coordinates were scaled from a topographic map and have
 ML0409.an estimated accuracy of +/- 6 seconds.
 ML0409
 ML0409.The orthometric height was determined by differential leveling
 ML0409.and adjusted by the National Geodetic Survey in June 1991..
 ML0409
 ML0409.The geoid height was determined by GEOID03.
 ML0409
 ML0409.The dynamic height is computed by dividing the NAVD 88
 ML0409.geopotential number by the normal gravity value computed on the
 ML0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0409.degrees latitude (g = 980.6199 gals.).
 ML0409
 ML0409.The modeled gravity was interpolated from observed gravity values.
 ML0409
 ML0409;                    North         East    Units  Estimated Accuracy
 ML0409;SPC NE       -   148,360.      606,640.      MT  (+/- 180 meters Scaled)
 ML0409
 ML0409                          SUPERSEDED SURVEY CONTROL
 ML0409
 ML0409  NGVD 29 (??/??/92)  640.819  (m)         2102.42   (f) ADJ UNCH    2 0
 ML0409
 ML0409.Superseded values are not recommended for survey control.
 ML0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0409.See file dsdata.txt to determine how the superseded data were derived.
 ML0409
 ML0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL227568(NAD 83)
 ML0409_MARKER: DB = BENCH MARK DISK
 ML0409_SETTING: 0 = UNSPECIFIED SETTING
 ML0409_STAMPING: M 281 1949
 ML0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0409
 ML0409  HISTORY     - Date     Condition        Report By
 ML0409  HISTORY     - 1949     MONUMENTED       CGS
 ML0409  HISTORY     - 1966     GOOD             NGS
 ML0409
 ML0409                          STATION DESCRIPTION
 ML0409
 ML0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 ML0409'6.6 MI NW FROM BOELUS.
 ML0409'THE BENCH MARK IS 83 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 ML0409'ROAD, 50 FEET WEST OF A POWER-LINE POLE, 31 FEET SOUTH OF THE
 ML0409'CENTERLINE OF THE EAST-WEST ROAD AND 1 FOOT EAST-SOUTHEAST OF A
 ML0409'METAL WITNESS POST.  NOTE-- IT HAD BEEN USED FOR THE AZIMUTH
 ML0409'MARK FOR STATION BOELUS BUT THE TRIANGULATION STATION HAS
 ML0409'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0422 ***********************************************************************
 ML0422  DESIGNATION -  M 282
 ML0422  PID         -  ML0422
 ML0422  STATE/COUNTY-  NE/HOWARD
 ML0422  USGS QUAD   -  NYSTED (1974)
 ML0422
 ML0422                         *CURRENT SURVEY CONTROL
 ML0422  ___________________________________________________________________
 ML0422* NAD 83(1986)-  41 08 56.     (N)    098 31 08.     (W)     SCALED    
 ML0422* NAVD 88     -       566.122  (meters)    1857.35   (feet)  ADJUSTED  
 ML0422  ___________________________________________________________________
 ML0422  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 ML0422  DYNAMIC HT  -         565.833 (meters)    1856.40  (feet)  COMP
 ML0422  MODELED GRAV-     980,094.5   (mgal)                       NAVD 88
 ML0422
 ML0422  VERT ORDER  -  SECOND    CLASS 0
 ML0422
 ML0422.The horizontal coordinates were scaled from a topographic map and have
 ML0422.an estimated accuracy of +/- 6 seconds.
 ML0422
 ML0422.The orthometric height was determined by differential leveling
 ML0422.and adjusted by the National Geodetic Survey in June 1991..
 ML0422
 ML0422.The geoid height was determined by GEOID03.
 ML0422
 ML0422.The dynamic height is computed by dividing the NAVD 88
 ML0422.geopotential number by the normal gravity value computed on the
 ML0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0422.degrees latitude (g = 980.6199 gals.).
 ML0422
 ML0422.The modeled gravity was interpolated from observed gravity values.
 ML0422
 ML0422;                    North         East    Units  Estimated Accuracy
 ML0422;SPC NE       -   147,130.      624,290.      MT  (+/- 180 meters Scaled)
 ML0422
 ML0422                          SUPERSEDED SURVEY CONTROL
 ML0422
 ML0422  NGVD 29 (??/??/92)  565.876  (m)         1856.54   (f) ADJ UNCH    2 0
 ML0422
 ML0422.Superseded values are not recommended for survey control.
 ML0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0422.See file dsdata.txt to determine how the superseded data were derived.
 ML0422
 ML0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL403553(NAD 83)
 ML0422_MARKER: DB = BENCH MARK DISK
 ML0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0422_STAMPING: M 282 1949
 ML0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0422+STABILITY: SURFACE MOTION
 ML0422
 ML0422  HISTORY     - Date     Condition        Report By
 ML0422  HISTORY     - 1949     MONUMENTED       CGS
 ML0422
 ML0422                          STATION DESCRIPTION
 ML0422
 ML0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0422'2.8 MI NE FROM DANNEBROG.
 ML0422'2.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0422'STATION AT DANNEBROG, THENCE 0.6 MILE NORTH ALONG A COUNTY ROAD,
 ML0422'AT THE NORTHEAST CORNER OF SECTION 36, T. 14 N., R. 11 W., IN
 ML0422'THE SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING, AT THE
 ML0422'NORTHEAST CORNER OF A WOODED AREA, 71 FEET WEST OF THE CENTER
 ML0422'LINE OF THE NORTH-SOUTH ROAD, 36 FEET SOUTH OF THE CENTER LINE
 ML0422'OF THE EAST-WEST ROAD, 1.4 FEET EAST OF A REFERENCE POST, SET
 ML0422'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 ML0422'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0428 ***********************************************************************
 LH0428  DESIGNATION -  M 284
 LH0428  PID         -  LH0428
 LH0428  STATE/COUNTY-  NE/HALL
 LH0428  USGS QUAD   -  SHELTON NE (1993)
 LH0428
 LH0428                         *CURRENT SURVEY CONTROL
 LH0428  ___________________________________________________________________
 LH0428* NAD 83(1986)-  40 59 21.     (N)    098 33 00.     (W)     SCALED    
 LH0428* NAVD 88     -       585.456  (meters)    1920.78   (feet)  ADJUSTED  
 LH0428  ___________________________________________________________________
 LH0428  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 LH0428  DYNAMIC HT  -         585.154 (meters)    1919.79  (feet)  COMP
 LH0428  MODELED GRAV-     980,090.4   (mgal)                       NAVD 88
 LH0428
 LH0428  VERT ORDER  -  SECOND    CLASS 0
 LH0428
 LH0428.The horizontal coordinates were scaled from a topographic map and have
 LH0428.an estimated accuracy of +/- 6 seconds.
 LH0428
 LH0428.The orthometric height was determined by differential leveling
 LH0428.and adjusted by the National Geodetic Survey in June 1991..
 LH0428
 LH0428.The geoid height was determined by GEOID03.
 LH0428
 LH0428.The dynamic height is computed by dividing the NAVD 88
 LH0428.geopotential number by the normal gravity value computed on the
 LH0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0428.degrees latitude (g = 980.6199 gals.).
 LH0428
 LH0428.The modeled gravity was interpolated from observed gravity values.
 LH0428
 LH0428;                    North         East    Units  Estimated Accuracy
 LH0428;SPC NE       -   129,350.      621,970.      MT  (+/- 180 meters Scaled)
 LH0428
 LH0428                          SUPERSEDED SURVEY CONTROL
 LH0428
 LH0428  NGVD 29 (??/??/92)  585.218  (m)         1920.00   (f) ADJ UNCH    2 0
 LH0428
 LH0428.Superseded values are not recommended for survey control.
 LH0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0428.See file dsdata.txt to determine how the superseded data were derived.
 LH0428
 LH0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL378376(NAD 83)
 LH0428_MARKER: DB = BENCH MARK DISK
 LH0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0428_STAMPING: M 284 1949
 LH0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0428+STABILITY: SURFACE MOTION
 LH0428
 LH0428  HISTORY     - Date     Condition        Report By
 LH0428  HISTORY     - 1949     MONUMENTED       CGS
 LH0428
 LH0428                          STATION DESCRIPTION
 LH0428
 LH0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0428'3 MI E FROM CAIRO.
 LH0428'3.0 MILES EAST ALONG STATE HIGHWAY NO. 2 FROM THE JUNCTION OF
 LH0428'STATE HIGHWAY NO. 2 WITH STATE HIGHWAY NO. 60 AT CAIRO, AT THE
 LH0428'NORTHWEST CORNER OF SECTION 27, T. 12 N., R 11 W., 165 FEET
 LH0428'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 35 FEET EAST OF THE
 LH0428'CENTER LINE OF THE NORTH-SOUTH ROAD, 33 FEET SOUTH OF THE CENTER
 LH0428'LINE OF THE EAST-WEST ROAD, 2.4 FEET SOUTH OF A CORNER FENCE
 LH0428'POST, 0.8 FOOT WEST OF A FENCE, 1.8 FEET NORTH OF A REFERENCE
 LH0428'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 LH0428'AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0409 ***********************************************************************
 LH0409  DESIGNATION -  M 285
 LH0409  PID         -  LH0409
 LH0409  STATE/COUNTY-  NE/BUFFALO
 LH0409  USGS QUAD   -  CAMERON (1962)
 LH0409
 LH0409                         *CURRENT SURVEY CONTROL
 LH0409  ___________________________________________________________________
 LH0409* NAD 83(1986)-  40 59 50.     (N)    098 44 26.     (W)     SCALED    
 LH0409* NAVD 88     -       606.811  (meters)    1990.85   (feet)  ADJUSTED  
 LH0409  ___________________________________________________________________
 LH0409  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 LH0409  DYNAMIC HT  -         606.491 (meters)    1989.80  (feet)  COMP
 LH0409  MODELED GRAV-     980,076.3   (mgal)                       NAVD 88
 LH0409
 LH0409  VERT ORDER  -  FIRST     CLASS II
 LH0409
 LH0409.The horizontal coordinates were scaled from a topographic map and have
 LH0409.an estimated accuracy of +/- 6 seconds.
 LH0409
 LH0409.The orthometric height was determined by differential leveling
 LH0409.and adjusted by the National Geodetic Survey in June 1991..
 LH0409
 LH0409.The geoid height was determined by GEOID03.
 LH0409
 LH0409.The dynamic height is computed by dividing the NAVD 88
 LH0409.geopotential number by the normal gravity value computed on the
 LH0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0409.degrees latitude (g = 980.6199 gals.).
 LH0409
 LH0409.The modeled gravity was interpolated from observed gravity values.
 LH0409
 LH0409;                    North         East    Units  Estimated Accuracy
 LH0409;SPC NE       -   129,990.      605,930.      MT  (+/- 180 meters Scaled)
 LH0409
 LH0409                          SUPERSEDED SURVEY CONTROL
 LH0409
 LH0409  NGVD 29 (??/??/92)  606.565  (m)         1990.04   (f) ADJ UNCH    1 2
 LH0409
 LH0409.Superseded values are not recommended for survey control.
 LH0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0409.See file dsdata.txt to determine how the superseded data were derived.
 LH0409
 LH0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL218384(NAD 83)
 LH0409_MARKER: DB = BENCH MARK DISK
 LH0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0409_STAMPING: M 285 1949
 LH0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0409+STABILITY: SURFACE MOTION
 LH0409
 LH0409  HISTORY     - Date     Condition        Report By
 LH0409  HISTORY     - 1949     MONUMENTED       CGS
 LH0409
 LH0409                          STATION DESCRIPTION
 LH0409
 LH0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0409'3.1 MI S FROM ST MICHAEL.
 LH0409'1.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0409'ST. MICHAEL, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2,
 LH0409'THENCE 0.7 MILE SOUTHWEST ALONG A COUNTY ROAD, ON THE OUTSIDE
 LH0409'OF A CURVE WITH TANGENTS LEADING SOUTH AND NORTHEAST, 56 FEET
 LH0409'NORTHEAST OF THE CENTER LINE OF A GATE, 40 FEET NORTHWEST OF
 LH0409'THE CENTER LINE OF THE ROAD, 2.2 FEET WEST OF A FENCE, 1.8 FEET
 LH0409'NORTHWEST OF A 3-WAY CORNER FENCE POST, 1.4 FEET NORTHEAST OF
 LH0409'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0409'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1424 ***********************************************************************
 LH1424  DESIGNATION -  M 286 RESET
 LH1424  PID         -  LH1424
 LH1424  STATE/COUNTY-  NE/HALL
 LH1424  USGS QUAD   -  ALDA (1993)
 LH1424
 LH1424                         *CURRENT SURVEY CONTROL
 LH1424  ___________________________________________________________________
 LH1424* NAD 83(1986)-  40 46 49.     (N)    098 29 37.     (W)     SCALED    
 LH1424* NAVD 88     -       587.84   (meters)    1928.6    (feet)  RESET     
 LH1424  ___________________________________________________________________
 LH1424  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 LH1424
 LH1424  VERT ORDER  -  THIRD
 LH1424
 LH1424.The horizontal coordinates were scaled from a topographic map and have
 LH1424.an estimated accuracy of +/- 6 seconds.
 LH1424
 LH1424.The orthometric height was computed from unverified reset data.
 LH1424.No vertical observational check was made to the station.
 LH1424
 LH1424.The geoid height was determined by GEOID03.
 LH1424
 LH1424;                    North         East    Units  Estimated Accuracy
 LH1424;SPC NE       -   106,250.      627,120.      MT  (+/- 180 meters Scaled)
 LH1424
 LH1424                          SUPERSEDED SURVEY CONTROL
 LH1424
 LH1424  NGVD 29 (08/02/06)  587.59   (m)         1927.8    (f) RESET       3  
 LH1424
 LH1424.Superseded values are not recommended for survey control.
 LH1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1424.See file dsdata.txt to determine how the superseded data were derived.
 LH1424
 LH1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL427144(NAD 83)
 LH1424_MARKER: DB = BENCH MARK DISK
 LH1424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH1424_SP_SET: BRIDGE WING
 LH1424_STAMPING: M 286 RESET 1987
 LH1424_MARK LOGO: NGS   
 LH1424_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1424+STABILITY: SURFACE MOTION
 LH1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1424+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LH1424
 LH1424  HISTORY     - Date     Condition        Report By
 LH1424  HISTORY     - 1987     MONUMENTED       NEDR
 LH1424
 LH1424                          STATION DESCRIPTION
 LH1424
 LH1424'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1987
 LH1424'0.8 KM (0.50 MI) SOUTHWEST ON U.S. HIGHWAY 30, FROM THE OLD RAILROAD
 LH1424'DEPOT IN ALDA, TO A PAVED ROAD ON THE LEFT, THEN LEFT AND SOUTH ALONG
 LH1424'THE PAVED ROAD FOR 5.63 KM (3.50 MI) TO A CURVE WEST, CONTINUE WEST
 LH1424'ALONG THE PAVED ROAD FOR 1.61 KM (1.00 MI) TO A CURVE LEFT AND SOUTH,
 LH1424'CONTINUE SOUTH ALONG THE PAVED ROAD FOR 1.85 KM (1.15 MI) TO THE
 LH1424'JUNCTION WITH INTERSTATE HIGHWAY 80, CONTINUE SOUTH ALONG THE PAVED
 LH1424'ROAD FOR 2.01 KM (1.25 MI)  TO THE MARK ON THE LEFT, SET INTO THE
 LH1424'SOUTHEAST WING OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0403 ***********************************************************************
 LH0403  DESIGNATION -  M 287
 LH0403  PID         -  LH0403
 LH0403  STATE/COUNTY-  NE/BUFFALO
 LH0403  USGS QUAD   -  GIBBON SOUTH (1993)
 LH0403
 LH0403                         *CURRENT SURVEY CONTROL
 LH0403  ___________________________________________________________________
 LH0403* NAD 83(1986)-  40 44 47.     (N)    098 51 19.     (W)     SCALED    
 LH0403* NAVD 88     -       630.037  (meters)    2067.05   (feet)  ADJUSTED  
 LH0403  ___________________________________________________________________
 LH0403  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 LH0403  DYNAMIC HT  -         629.686 (meters)    2065.89  (feet)  COMP
 LH0403  MODELED GRAV-     980,047.2   (mgal)                       NAVD 88
 LH0403
 LH0403  VERT ORDER  -  SECOND    CLASS 0
 LH0403
 LH0403.The horizontal coordinates were scaled from a topographic map and have
 LH0403.an estimated accuracy of +/- 6 seconds.
 LH0403
 LH0403.The orthometric height was determined by differential leveling
 LH0403.and adjusted by the National Geodetic Survey in June 1991..
 LH0403
 LH0403.The geoid height was determined by GEOID03.
 LH0403
 LH0403.The dynamic height is computed by dividing the NAVD 88
 LH0403.geopotential number by the normal gravity value computed on the
 LH0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0403.degrees latitude (g = 980.6199 gals.).
 LH0403
 LH0403.The modeled gravity was interpolated from observed gravity values.
 LH0403
 LH0403;                    North         East    Units  Estimated Accuracy
 LH0403;SPC NE       -   102,020.      596,650.      MT  (+/- 180 meters Scaled)
 LH0403
 LH0403                          SUPERSEDED SURVEY CONTROL
 LH0403
 LH0403  NGVD 29 (??/??/92)  629.778  (m)         2066.20   (f) ADJ UNCH    2 0
 LH0403
 LH0403.Superseded values are not recommended for survey control.
 LH0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0403.See file dsdata.txt to determine how the superseded data were derived.
 LH0403
 LH0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL122106(NAD 83)
 LH0403_MARKER: DB = BENCH MARK DISK
 LH0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0403_STAMPING: M 287 1949
 LH0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0403+STABILITY: SURFACE MOTION
 LH0403
 LH0403  HISTORY     - Date     Condition        Report By
 LH0403  HISTORY     - 1949     MONUMENTED       CGS
 LH0403  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0403
 LH0403                          STATION DESCRIPTION
 LH0403
 LH0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0403'0.6 MI SW FROM GIBBON.
 LH0403'0.6 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0403'STATION AT GIBBON, 120 FEET WEST OF THE CENTER LINE OF A
 LH0403'NORTH-SOUTH ROAD, 91.0 FEET SOUTHWEST OF A FENCE CORNER POST,
 LH0403'46.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 LH0403'SET OF TRACKS, 1.6 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 LH0403'3.0 FEET NORTHEAST OF A REFERENCE POST, AND SET ON THE TOP OF
 LH0403'A 10-FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND
 LH0403'AND WELDED ON THE END OF AN 8-FOOT SECTION OF REINFORCING STEEL.
 LH0403
 LH0403                          STATION RECOVERY (1991)
 LH0403
 LH0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0403'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0503 ***********************************************************************
 LH0503  DESIGNATION -  M 288
 LH0503  PID         -  LH0503
 LH0503  STATE/COUNTY-  NE/KEARNEY
 LH0503  USGS QUAD   -  KENESAW (1969)
 LH0503
 LH0503                         *CURRENT SURVEY CONTROL
 LH0503  ___________________________________________________________________
 LH0503* NAD 83(1986)-  40 35 49.     (N)    098 43 28.     (W)     SCALED    
 LH0503* NAVD 88     -       623.856  (meters)    2046.77   (feet)  ADJUSTED  
 LH0503  ___________________________________________________________________
 LH0503  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 LH0503  DYNAMIC HT  -         623.502 (meters)    2045.61  (feet)  COMP
 LH0503  MODELED GRAV-     980,036.2   (mgal)                       NAVD 88
 LH0503
 LH0503  VERT ORDER  -  SECOND    CLASS 0
 LH0503
 LH0503.The horizontal coordinates were scaled from a topographic map and have
 LH0503.an estimated accuracy of +/- 6 seconds.
 LH0503
 LH0503.The orthometric height was determined by differential leveling
 LH0503.and adjusted by the National Geodetic Survey in June 1991..
 LH0503
 LH0503.The geoid height was determined by GEOID03.
 LH0503
 LH0503.The dynamic height is computed by dividing the NAVD 88
 LH0503.geopotential number by the normal gravity value computed on the
 LH0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0503.degrees latitude (g = 980.6199 gals.).
 LH0503
 LH0503.The modeled gravity was interpolated from observed gravity values.
 LH0503
 LH0503;                    North         East    Units  Estimated Accuracy
 LH0503;SPC NE       -    85,580.      607,940.      MT  (+/- 180 meters Scaled)
 LH0503
 LH0503                          SUPERSEDED SURVEY CONTROL
 LH0503
 LH0503  NGVD 29 (??/??/92)  623.607  (m)         2045.95   (f) ADJ UNCH    2 0
 LH0503
 LH0503.Superseded values are not recommended for survey control.
 LH0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0503.See file dsdata.txt to determine how the superseded data were derived.
 LH0503
 LH0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK233940(NAD 83)
 LH0503_MARKER: DB = BENCH MARK DISK
 LH0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0503_STAMPING: M 288 1949
 LH0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0503+STABILITY: SURFACE MOTION
 LH0503
 LH0503  HISTORY     - Date     Condition        Report By
 LH0503  HISTORY     - 1949     MONUMENTED       CGS
 LH0503  HISTORY     - 1969     MARK NOT FOUND   USGS
 LH0503
 LH0503                          STATION DESCRIPTION
 LH0503
 LH0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0503'7.1 MI S FROM DENMAN.
 LH0503'5.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0503'AT DENMAN, THENCE 2.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 LH0503'210 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE CHICAGO,
 LH0503'BURLINGTON AND QUINCY RAILROAD FROM A POINT IN THE CENTER OF
 LH0503'THE ROAD CROSSING, 104 FEET WEST OF THE CENTER LINE OF A
 LH0503'NORTH-SOUTH ROAD, 29 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 LH0503'ROAD, 1.0 FOOT SOUTH OF A FENCE, 2.0 FEET EAST OF A REFERENCE
 LH0503'POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 LH0503'0.5 FOOT ABOVE THE GROUND.  NOTE-- MAY HAVE BEEN DESTROYED
 LH0503'BY CULTIVATION.
 LH0503
 LH0503                          STATION RECOVERY (1969)
 LH0503
 LH0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LH0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0471 ***********************************************************************
 LH0471  DESIGNATION -  M 289
 LH0471  PID         -  LH0471
 LH0471  STATE/COUNTY-  NE/BUFFALO
 LH0471  USGS QUAD   -  NEWARK (1993)
 LH0471
 LH0471                         *CURRENT SURVEY CONTROL
 LH0471  ___________________________________________________________________
 LH0471* NAD 83(1986)-  40 40 04.     (N)    098 58 12.     (W)     SCALED    
 LH0471* NAVD 88     -       641.023  (meters)    2103.09   (feet)  ADJUSTED  
 LH0471  ___________________________________________________________________
 LH0471  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH0471  DYNAMIC HT  -         640.658 (meters)    2101.89  (feet)  COMP
 LH0471  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 LH0471
 LH0471  VERT ORDER  -  SECOND    CLASS 0
 LH0471
 LH0471.The horizontal coordinates were scaled from a topographic map and have
 LH0471.an estimated accuracy of +/- 6 seconds.
 LH0471
 LH0471.The orthometric height was determined by differential leveling
 LH0471.and adjusted by the National Geodetic Survey in June 1991..
 LH0471
 LH0471.The geoid height was determined by GEOID03.
 LH0471
 LH0471.The dynamic height is computed by dividing the NAVD 88
 LH0471.geopotential number by the normal gravity value computed on the
 LH0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0471.degrees latitude (g = 980.6199 gals.).
 LH0471
 LH0471.The modeled gravity was interpolated from observed gravity values.
 LH0471
 LH0471;                    North         East    Units  Estimated Accuracy
 LH0471;SPC NE       -    93,170.      587,070.      MT  (+/- 180 meters Scaled)
 LH0471
 LH0471                          SUPERSEDED SURVEY CONTROL
 LH0471
 LH0471  NGVD 29 (??/??/92)  640.763  (m)         2102.24   (f) ADJ UNCH    2 0
 LH0471
 LH0471.Superseded values are not recommended for survey control.
 LH0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0471.See file dsdata.txt to determine how the superseded data were derived.
 LH0471
 LH0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL025018(NAD 83)
 LH0471_MARKER: DB = BENCH MARK DISK
 LH0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0471_STAMPING: M 289 1949
 LH0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0471+STABILITY: SURFACE MOTION
 LH0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0471+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 LH0471
 LH0471  HISTORY     - Date     Condition        Report By
 LH0471  HISTORY     - 1949     MONUMENTED       CGS
 LH0471  HISTORY     - 20060512 GOOD             NEDR
 LH0471
 LH0471                          STATION DESCRIPTION
 LH0471
 LH0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0471'12.2 MI NE FROM KEARNEY.
 LH0471'7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE MONUMENT AT
 LH0471'THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 10 AT KEARNEY,
 LH0471'THENCE 3.55 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES
 LH0471'SOUTHWEST ALONG A GRAVELED ROAD, 38 FEET NORTH OF THE CENTER
 LH0471'LINE OF THE ROAD, 12.0 FEET NORTHEAST OF THE CENTER OF A GATE,
 LH0471'5.0 FEET NORTH OF A FENCE CORNER POST, 2.0 FEET EAST OF A FENCE,
 LH0471'1.4 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 LH0471'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0471
 LH0471                          STATION RECOVERY (2006)
 LH0471
 LH0471'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0134 ***********************************************************************
 LG0134  DESIGNATION -  M 290
 LG0134  PID         -  LG0134
 LG0134  STATE/COUNTY-  NE/CASS
 LG0134  USGS QUAD   -  AVOCA (1966)
 LG0134
 LG0134                         *CURRENT SURVEY CONTROL
 LG0134  ___________________________________________________________________
 LG0134* NAD 83(1986)-  40 52 15.     (N)    096 06 47.     (W)     SCALED    
 LG0134* NAVD 88     -       359.012  (meters)    1177.86   (feet)  ADJUSTED  
 LG0134  ___________________________________________________________________
 LG0134  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 LG0134  DYNAMIC HT  -         358.860 (meters)    1177.36  (feet)  COMP
 LG0134  MODELED GRAV-     980,188.4   (mgal)                       NAVD 88
 LG0134
 LG0134  VERT ORDER  -  SECOND    CLASS 0
 LG0134
 LG0134.The horizontal coordinates were scaled from a topographic map and have
 LG0134.an estimated accuracy of +/- 6 seconds.
 LG0134
 LG0134.The orthometric height was determined by differential leveling
 LG0134.and adjusted by the National Geodetic Survey in June 1991..
 LG0134
 LG0134.The geoid height was determined by GEOID03.
 LG0134
 LG0134.The dynamic height is computed by dividing the NAVD 88
 LG0134.geopotential number by the normal gravity value computed on the
 LG0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0134.degrees latitude (g = 980.6199 gals.).
 LG0134
 LG0134.The modeled gravity was interpolated from observed gravity values.
 LG0134
 LG0134;                    North         East    Units  Estimated Accuracy
 LG0134;SPC NE       -   122,550.      827,460.      MT  (+/- 180 meters Scaled)
 LG0134
 LG0134                          SUPERSEDED SURVEY CONTROL
 LG0134
 LG0134  NGVD 29 (??/??/92)  358.920  (m)         1177.56   (f) ADJ UNCH    2 0
 LG0134
 LG0134.Superseded values are not recommended for survey control.
 LG0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0134.See file dsdata.txt to determine how the superseded data were derived.
 LG0134
 LG0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL432284(NAD 83)
 LG0134_MARKER: DB = BENCH MARK DISK
 LG0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0134_STAMPING: M 290 1950
 LG0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0134+STABILITY: SURFACE MOTION
 LG0134
 LG0134  HISTORY     - Date     Condition        Report By
 LG0134  HISTORY     - 1950     MONUMENTED       CGS
 LG0134  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0134
 LG0134                          STATION DESCRIPTION
 LG0134
 LG0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0134'1.8 MI E FROM WEEPING WATER.
 LG0134'0.75 MILE EAST ALONG A PAVED STREET FROM THE NEBRASKA STATE
 LG0134'BANK AT WEEPING WATER, THENCE 1.0 MILE EAST ALONG A GRAVELED
 LG0134'ROAD, AT BROWNS AIRPORT, 275 FEET WEST OF A HANGAR, IN LINE WITH
 LG0134'A ROW OF TELEPHONE POLES, 34 FEET SOUTH OF THE CENTER LINE OF A
 LG0134'ROAD, 23 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 LG0134'SOUTH TO BROWNS FARMHOUSE, 5 FEET WEST OF A TELEPHONE POLE, 1
 LG0134'FOOT SOUTH OF A FENCE, 1.7 FEET EAST OF A WITNESS POST, SET IN
 LG0134'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 LG0134'GROUND.
 LG0134
 LG0134                          STATION RECOVERY (1964)
 LG0134
 LG0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1193 ***********************************************************************
 ML1193  DESIGNATION -  M 291 RESET
 ML1193  PID         -  ML1193
 ML1193  STATE/COUNTY-  NE/BUFFALO
 ML1193  USGS QUAD   -  RAVENNA (1953)
 ML1193
 ML1193                         *CURRENT SURVEY CONTROL
 ML1193  ___________________________________________________________________
 ML1193* NAD 83(1986)-  41 01 05.     (N)    098 55 55.     (W)     SCALED    
 ML1193* NAVD 88     -       617.90   (meters)    2027.2    (feet)  RESET     
 ML1193  ___________________________________________________________________
 ML1193  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ML1193
 ML1193  VERT ORDER  -  THIRD
 ML1193
 ML1193.The horizontal coordinates were scaled from a topographic map and have
 ML1193.an estimated accuracy of +/- 6 seconds.
 ML1193
 ML1193.The orthometric height was computed from unverified reset data.
 ML1193.No vertical observational check was made to the station.
 ML1193
 ML1193.The geoid height was determined by GEOID03.
 ML1193
 ML1193;                    North         East    Units  Estimated Accuracy
 ML1193;SPC NE       -   132,090.      589,810.      MT  (+/- 180 meters Scaled)
 ML1193
 ML1193                          SUPERSEDED SURVEY CONTROL
 ML1193
 ML1193  NGVD 29 (08/02/06)  617.66   (m)         2026.4    (f) RESET       3  
 ML1193
 ML1193.Superseded values are not recommended for survey control.
 ML1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1193.See file dsdata.txt to determine how the superseded data were derived.
 ML1193
 ML1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL057407(NAD 83)
 ML1193_MARKER: DB = BENCH MARK DISK
 ML1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1193_SP_SET: CONCRETE POST
 ML1193_STAMPING: M 291 RESET 1988
 ML1193_MARK LOGO: NGS   
 ML1193_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1193+STABILITY: SURFACE MOTION
 ML1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1193+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ML1193
 ML1193  HISTORY     - Date     Condition        Report By
 ML1193  HISTORY     - 1988     MONUMENTED       NGS
 ML1193
 ML1193                          STATION DESCRIPTION
 ML1193
 ML1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ML1193'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 68, AT
 ML1193'RAVENNA, GO WEST ON HIGHWAY 2 FOR 1.61 KM (1.00 MI) TO A T-FENCE
 ML1193'CORNER AND THE MARK ON THE LEFT.
 ML1193'THE DISK IS SET INTO THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT
 ML1193'IS RECESSED 2 INCHES BELOW THE GROUND SURFACE.   IT IS 149.4 M
 ML1193'(490.2 FT) EAST FROM THE EXTENDED CENTERLINE OF A DRIVE TO A HOUSE ON
 ML1193'THE NORTH SIDE OF THE ROAD, 21.49 M (70.5 FT) SOUTH FROM THE
 ML1193'CENTERLINE OF THE HIGHWAY, 0.56 M (1.8 FT) WEST FROM A NORTH/SOUTH
 ML1193'FENCE AND 0.43 M (1.4 FT) NORTH FROM A WITNESS POST. A PIECE OF REBAR
 ML1193'WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0593 ***********************************************************************
 LH0593  DESIGNATION -  M 292 RESET
 LH0593  PID         -  LH0593
 LH0593  STATE/COUNTY-  NE/KEARNEY
 LH0593  USGS QUAD   -  KEARNEY (1983)
 LH0593
 LH0593                         *CURRENT SURVEY CONTROL
 LH0593  ___________________________________________________________________
 LH0593* NAD 83(1986)-  40 38 51.     (N)    099 05 06.     (W)     SCALED    
 LH0593* NAVD 88     -       654.43   (+/-2cm)    2147.1    (feet)  VERTCON   
 LH0593  ___________________________________________________________________
 LH0593  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 LH0593
 LH0593  VERT ORDER  -  THIRD (See Below)
 LH0593
 LH0593.The horizontal coordinates were scaled from a topographic map and have
 LH0593.an estimated accuracy of +/- 6 seconds.
 LH0593
 LH0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0593.The vertical order pertains to the NGVD 29 superseded value.
 LH0593
 LH0593.The geoid height was determined by GEOID03.
 LH0593
 LH0593;                    North         East    Units  Estimated Accuracy
 LH0593;SPC NE       -    90,810.      577,370.      MT  (+/- 180 meters Scaled)
 LH0593
 LH0593                          SUPERSEDED SURVEY CONTROL
 LH0593
 LH0593  NGVD 29 (08/02/06)  654.17   (m)         2146.2    (f) RESET       3  
 LH0593
 LH0593.Superseded values are not recommended for survey control.
 LH0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0593.See file dsdata.txt to determine how the superseded data were derived.
 LH0593
 LH0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK928996(NAD 83)
 LH0593_MARKER: DB = BENCH MARK DISK
 LH0593_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LH0593+WITH SETTING: INTO GROUND
 LH0593_STAMPING: M 292 RESET 1976
 LH0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0593+STABILITY: SURFACE MOTION
 LH0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0593+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 LH0593
 LH0593  HISTORY     - Date     Condition        Report By
 LH0593  HISTORY     - 1976     MONUMENTED       NGS
 LH0593  HISTORY     - 1976     GOOD             NGS
 LH0593  HISTORY     - 20060512 GOOD             NEDR
 LH0593
 LH0593                          STATION DESCRIPTION
 LH0593
 LH0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 LH0593'4.3 MI S FROM KEARNEY.
 LH0593'FROM THE JUNCTION OF STATE HIGHWAY 44 AND 50A LINK, ABOUT 4.0
 LH0593'MILES SOUTH OF KEARNEY, GO SOUTH ON HIGHWAY 44 FOR 0.3 MILE
 LH0593'TO A FIELD APPROACH AND THE BENCH MARK ON THE RIGHT, ABOUT
 LH0593'200 FEET SOUTH-SOUTHEAST OF A METAL BUILDING, 75 FEET WEST OF THE
 LH0593'CENTER OF THE HIGHWAY, 30.5 FEET SOUTH OF THE SOUTH END GATE POST,
 LH0593'3 FEET SOUTH OF A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS
 LH0593'POST AND 4 INCHES EAST OF A FENCE.  A STANDARD DISK STAMPED
 LH0593'M 292 RESET 1976, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 LH0593'ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A TILE
 LH0593'WITH GRAVEL AND IS FLUSH WITH THE GROUND SURFACE.
 LH0593
 LH0593                          STATION RECOVERY (1976)
 LH0593
 LH0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LH0593'RECOVERED IN GOOD CONDITION.
 LH0593
 LH0593                          STATION RECOVERY (2006)
 LH0593
 LH0593'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0619 ***********************************************************************
 LH0619  DESIGNATION -  M 293
 LH0619  PID         -  LH0619
 LH0619  STATE/COUNTY-  NE/BUFFALO
 LH0619  USGS QUAD   -  MILLER NE (1962)
 LH0619
 LH0619                         *CURRENT SURVEY CONTROL
 LH0619  ___________________________________________________________________
 LH0619* NAD 83(1986)-  40 57 34.     (N)    099 15 17.     (W)     SCALED    
 LH0619* NAVD 88     -       685.681  (meters)    2249.61   (feet)  ADJUSTED  
 LH0619  ___________________________________________________________________
 LH0619  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 LH0619  DYNAMIC HT  -         685.302 (meters)    2248.36  (feet)  COMP
 LH0619  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 LH0619
 LH0619  VERT ORDER  -  SECOND    CLASS 0
 LH0619
 LH0619.The horizontal coordinates were scaled from a topographic map and have
 LH0619.an estimated accuracy of +/- 6 seconds.
 LH0619
 LH0619.The orthometric height was determined by differential leveling
 LH0619.and adjusted by the National Geodetic Survey in June 1991..
 LH0619
 LH0619.The geoid height was determined by GEOID03.
 LH0619
 LH0619.The dynamic height is computed by dividing the NAVD 88
 LH0619.geopotential number by the normal gravity value computed on the
 LH0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0619.degrees latitude (g = 980.6199 gals.).
 LH0619
 LH0619.The modeled gravity was interpolated from observed gravity values.
 LH0619
 LH0619;                    North         East    Units  Estimated Accuracy
 LH0619;SPC NE       -   125,300.      562,720.      MT  (+/- 180 meters Scaled)
 LH0619
 LH0619                          SUPERSEDED SURVEY CONTROL
 LH0619
 LH0619  NGVD 29 (??/??/92)  685.430  (m)         2248.78   (f) ADJ UNCH    2 0
 LH0619
 LH0619.Superseded values are not recommended for survey control.
 LH0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0619.See file dsdata.txt to determine how the superseded data were derived.
 LH0619
 LH0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML785342(NAD 83)
 LH0619_MARKER: DB = BENCH MARK DISK
 LH0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0619_STAMPING: M 293 1949
 LH0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0619+STABILITY: SURFACE MOTION
 LH0619
 LH0619  HISTORY     - Date     Condition        Report By
 LH0619  HISTORY     - 1949     MONUMENTED       CGS
 LH0619
 LH0619                          STATION DESCRIPTION
 LH0619
 LH0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0619'8.9 MI N FROM AMHERST.
 LH0619'8.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC ROAD AT
 LH0619'AMHERST, AT A T-JUNCTION OF ROADS, AT THE NORTHWEST CORNER OF
 LH0619'SECTION 3, T. 11 N., R. 17 W., 250 FEET EAST OF THE CENTER LINE
 LH0619'OF THE ROAD LEADING SOUTH, 42 FEET SOUTH OF THE CENTER LINE OF
 LH0619'THE EAST-WEST ROAD, 12 FEET EAST OF A LONE FORKED TREE, 1.1
 LH0619'FEET NORTH OF A FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET IN
 LH0619'THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0619'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0648 ***********************************************************************
 LH0648  DESIGNATION -  M 294
 LH0648  PID         -  LH0648
 LH0648  STATE/COUNTY-  NE/BUFFALO
 LH0648  USGS QUAD   -  PLEASANTON SE (1974)
 LH0648
 LH0648                         *CURRENT SURVEY CONTROL
 LH0648  ___________________________________________________________________
 LH0648* NAD 83(1986)-  40 52 19.     (N)    099 07 23.     (W)     SCALED    
 LH0648* NAVD 88     -       697.621  (meters)    2288.78   (feet)  ADJUSTED  
 LH0648  ___________________________________________________________________
 LH0648  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 LH0648  DYNAMIC HT  -         697.237 (meters)    2287.52  (feet)  COMP
 LH0648  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 LH0648
 LH0648  VERT ORDER  -  SECOND    CLASS 0
 LH0648
 LH0648.The horizontal coordinates were scaled from a topographic map and have
 LH0648.an estimated accuracy of +/- 6 seconds.
 LH0648
 LH0648.The orthometric height was determined by differential leveling
 LH0648.and adjusted by the National Geodetic Survey in June 1991..
 LH0648
 LH0648.The geoid height was determined by GEOID03.
 LH0648
 LH0648.The dynamic height is computed by dividing the NAVD 88
 LH0648.geopotential number by the normal gravity value computed on the
 LH0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0648.degrees latitude (g = 980.6199 gals.).
 LH0648
 LH0648.The modeled gravity was interpolated from observed gravity values.
 LH0648
 LH0648;                    North         East    Units  Estimated Accuracy
 LH0648;SPC NE       -   115,690.      573,900.      MT  (+/- 180 meters Scaled)
 LH0648
 LH0648                          SUPERSEDED SURVEY CONTROL
 LH0648
 LH0648  NGVD 29 (??/??/92)  697.377  (m)         2287.98   (f) ADJ UNCH    2 0
 LH0648
 LH0648.Superseded values are not recommended for survey control.
 LH0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0648.See file dsdata.txt to determine how the superseded data were derived.
 LH0648
 LH0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML896245(NAD 83)
 LH0648_MARKER: DB = BENCH MARK DISK
 LH0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0648_STAMPING: M 294 1949
 LH0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0648+STABILITY: SURFACE MOTION
 LH0648
 LH0648  HISTORY     - Date     Condition        Report By
 LH0648  HISTORY     - 1949     MONUMENTED       CGS
 LH0648  HISTORY     - 1975     GOOD             NGS
 LH0648
 LH0648                          STATION DESCRIPTION
 LH0648
 LH0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0648'8.3 MI S FROM PLEASANTON.
 LH0648'6.3 MILES SOUTH ALONG STATE HIGHWAY NO. 10 FROM THE POST OFFICE
 LH0648'AT PLEASANTON, THENCE 2.0 MILES WEST ALONG A COUNTY ROAD, AT THE
 LH0648'NORTHEAST CORNER OF SECTION 4, T. 10 N., R. 16 W., IN THE
 LH0648'SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING, IN THE SOUTHEAST
 LH0648'CORNER OF A SCHOOLYARD, 165 FEET SOUTH OF THE CENTER LINE OF
 LH0648'THE EAST-WEST ROAD, 137 FEET EAST SOUTHEAST OF THE SOUTHEAST
 LH0648'CORNER OF THE BUILDING, 67 FEET WEST OF THE CENTER LINE OF THE
 LH0648'NORTH-SOUTH ROAD, 0.9 FOOT NORTH OF A FENCE, 1.8 FEET EAST OF A
 LH0648'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF
 LH0648'5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 LH0648'BENCH MARK IS LOCATED 1.0 MILE EAST OF BENCH MARK L 294.
 LH0648
 LH0648                          STATION RECOVERY (1975)
 LH0648
 LH0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LH0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0649 ***********************************************************************
 LH0649  DESIGNATION -  M 294 RESET
 LH0649  PID         -  LH0649
 LH0649  STATE/COUNTY-  NE/BUFFALO
 LH0649  USGS QUAD   -  PLEASANTON SE (1974)
 LH0649
 LH0649                         *CURRENT SURVEY CONTROL
 LH0649  ___________________________________________________________________
 LH0649* NAD 83(1986)-  40 52 20.     (N)    099 07 20.     (W)     SCALED    
 LH0649* NAVD 88     -       697.10   (+/-2cm)    2287.1    (feet)  VERTCON   
 LH0649  ___________________________________________________________________
 LH0649  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 LH0649
 LH0649  VERT ORDER  -  THIRD (See Below)
 LH0649
 LH0649.The horizontal coordinates were scaled from a topographic map and have
 LH0649.an estimated accuracy of +/- 6 seconds.
 LH0649
 LH0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0649.The vertical order pertains to the NGVD 29 superseded value.
 LH0649
 LH0649.The geoid height was determined by GEOID03.
 LH0649
 LH0649;                    North         East    Units  Estimated Accuracy
 LH0649;SPC NE       -   115,720.      573,970.      MT  (+/- 180 meters Scaled)
 LH0649
 LH0649                          SUPERSEDED SURVEY CONTROL
 LH0649
 LH0649  NGVD 29 (08/02/06)  696.85   (m)         2286.2    (f) RESET       3  
 LH0649
 LH0649.Superseded values are not recommended for survey control.
 LH0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0649.See file dsdata.txt to determine how the superseded data were derived.
 LH0649
 LH0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML897245(NAD 83)
 LH0649_MARKER: DB = BENCH MARK DISK
 LH0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0649_STAMPING: M 294 RESET 1975
 LH0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0649+STABILITY: SURFACE MOTION
 LH0649
 LH0649  HISTORY     - Date     Condition        Report By
 LH0649  HISTORY     - 1975     MONUMENTED       NGS
 LH0649
 LH0649                          STATION DESCRIPTION
 LH0649
 LH0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LH0649'8.3 MI S FROM PLEASANTON.
 LH0649'6.3 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 LH0649'PLEASANTON, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD TO
 LH0649'CROSSROADS AND THE BENCH MARK IN THE SOUTHWEST QUARTER OF THE
 LH0649'INTERSECTION, AT THE NORTHEAST CORNER OF SECTION 4, T 10,
 LH0649'R 16 W, 27 FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED
 LH0649'ROAD, 1.7 FEET NORTH OF A RAILROAD TIE FENCE POST, 1 FOOT SOUTH
 LH0649'OF A METAL WITNESS POST AND 6 INCHES EAST OF THE FENCELINE.  A
 LH0649'4 INCH CAST ALUMINUM BENCH MARK STAMPED M 294 RESET 1975, SET
 LH0649'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0566 ***********************************************************************
 LH0566  DESIGNATION -  M 295
 LH0566  PID         -  LH0566
 LH0566  STATE/COUNTY-  NE/BUFFALO
 LH0566  USGS QUAD   -  AMHERST (1983)
 LH0566
 LH0566                         *CURRENT SURVEY CONTROL
 LH0566  ___________________________________________________________________
 LH0566* NAD 83(1986)-  40 48 56.     (N)    099 22 13.     (W)     SCALED    
 LH0566* NAVD 88     -       743.808  (meters)    2440.31   (feet)  ADJUSTED  
 LH0566  ___________________________________________________________________
 LH0566  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 LH0566  DYNAMIC HT  -         743.380 (meters)    2438.91  (feet)  COMP
 LH0566  MODELED GRAV-     980,024.6   (mgal)                       NAVD 88
 LH0566
 LH0566  VERT ORDER  -  SECOND    CLASS 0
 LH0566
 LH0566.The horizontal coordinates were scaled from a topographic map and have
 LH0566.an estimated accuracy of +/- 6 seconds.
 LH0566
 LH0566.The orthometric height was determined by differential leveling
 LH0566.and adjusted by the National Geodetic Survey in June 1991..
 LH0566
 LH0566.The geoid height was determined by GEOID03.
 LH0566
 LH0566.The dynamic height is computed by dividing the NAVD 88
 LH0566.geopotential number by the normal gravity value computed on the
 LH0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0566.degrees latitude (g = 980.6199 gals.).
 LH0566
 LH0566.The modeled gravity was interpolated from observed gravity values.
 LH0566
 LH0566;                    North         East    Units  Estimated Accuracy
 LH0566;SPC NE       -   109,250.      553,110.      MT  (+/- 180 meters Scaled)
 LH0566
 LH0566                          SUPERSEDED SURVEY CONTROL
 LH0566
 LH0566  NGVD 29 (??/??/92)  743.546  (m)         2439.45   (f) ADJ UNCH    2 0
 LH0566
 LH0566.Superseded values are not recommended for survey control.
 LH0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0566.See file dsdata.txt to determine how the superseded data were derived.
 LH0566
 LH0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML687183(NAD 83)
 LH0566_MARKER: DB = BENCH MARK DISK
 LH0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0566_STAMPING: M 295 1949
 LH0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0566+STABILITY: SURFACE MOTION
 LH0566
 LH0566  HISTORY     - Date     Condition        Report By
 LH0566  HISTORY     - 1949     MONUMENTED       CGS
 LH0566
 LH0566                          STATION DESCRIPTION
 LH0566
 LH0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0566'7.8 MI SW FROM AMHERST.
 LH0566'0.1 MILE NORTHWEST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0566'PACIFIC RAILROAD STATION AT AMHERST, THENCE 1.6 MILES SOUTH ALONG
 LH0566'A COUNTY ROAD, THENCE 6.1 MILES WEST ALONG A COUNTY ROAD, 0.2
 LH0566'MILE EAST OF A FARMHOUSE ON THE SOUTH SIDE OF THE ROAD, AT THE
 LH0566'SUMMIT OF A HILL, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LH0566'1 FOOT SOUTH OF A FENCE, 1.5 FEET EAST OF A REFERENCE POST,
 LH0566'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0566'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0843 ***********************************************************************
 MK0843  DESIGNATION -  M 296
 MK0843  PID         -  MK0843
 MK0843  STATE/COUNTY-  NE/CASS
 MK0843  USGS QUAD   -  CEDAR CREEK (1983)
 MK0843
 MK0843                         *CURRENT SURVEY CONTROL
 MK0843  ___________________________________________________________________
 MK0843* NAD 83(1986)-  41 00 06.     (N)    096 07 11.     (W)     SCALED    
 MK0843* NAVD 88     -       324.108  (meters)    1063.34   (feet)  ADJUSTED  
 MK0843  ___________________________________________________________________
 MK0843  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 MK0843  DYNAMIC HT  -         323.975 (meters)    1062.91  (feet)  COMP
 MK0843  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 MK0843
 MK0843  VERT ORDER  -  SECOND    CLASS 0
 MK0843
 MK0843.The horizontal coordinates were scaled from a topographic map and have
 MK0843.an estimated accuracy of +/- 6 seconds.
 MK0843
 MK0843.The orthometric height was determined by differential leveling
 MK0843.and adjusted by the National Geodetic Survey in June 1991..
 MK0843
 MK0843.The geoid height was determined by GEOID03.
 MK0843
 MK0843.The dynamic height is computed by dividing the NAVD 88
 MK0843.geopotential number by the normal gravity value computed on the
 MK0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0843.degrees latitude (g = 980.6199 gals.).
 MK0843
 MK0843.The modeled gravity was interpolated from observed gravity values.
 MK0843
 MK0843;                    North         East    Units  Estimated Accuracy
 MK0843;SPC NE       -   137,040.      826,250.      MT  (+/- 180 meters Scaled)
 MK0843
 MK0843                          SUPERSEDED SURVEY CONTROL
 MK0843
 MK0843  NGVD 29 (??/??/92)  324.012  (m)         1063.03   (f) ADJ UNCH    2 0
 MK0843
 MK0843.Superseded values are not recommended for survey control.
 MK0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0843.See file dsdata.txt to determine how the superseded data were derived.
 MK0843
 MK0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL422429(NAD 83)
 MK0843_MARKER: DB = BENCH MARK DISK
 MK0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0843_STAMPING: M 296 1949
 MK0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0843+STABILITY: SURFACE MOTION
 MK0843
 MK0843  HISTORY     - Date     Condition        Report By
 MK0843  HISTORY     - 1949     MONUMENTED       CGS
 MK0843  HISTORY     - 1955     MARK NOT FOUND   USGS
 MK0843
 MK0843                          STATION DESCRIPTION
 MK0843
 MK0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0843'2.2 MI E FROM LOUISVILLE.
 MK0843'0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 MK0843'STATION AT LOUISVILLE, THENCE 2.15 MILES EAST ALONG THE
 MK0843'LOUISVILLE-PLATTSMOUTH ROAD, 90 YARDS (PACED) EAST OF THE
 MK0843'SOUTHEAST END OF A SMALL STEEL BRIDGE OVER CEDAR CREEK, 41 FEET
 MK0843'SOUTH OF THE CENTER LINE OF THE LOUISVILLE-PLATTSMOUTH ROAD,
 MK0843'15 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING
 MK0843'SOUTH TO A FARMHOUSE, 1.2 FEET NORTH OF A POWER LINE POLE,
 MK0843'1.3 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 MK0843'5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MK0843
 MK0843                          STATION RECOVERY (1955)
 MK0843
 MK0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MK0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0753 ***********************************************************************
 MK0753  DESIGNATION -  M 297
 MK0753  PID         -  MK0753
 MK0753  STATE/COUNTY-  NE/SAUNDERS
 MK0753  USGS QUAD   -  ASHLAND WEST (1969)
 MK0753
 MK0753                         *CURRENT SURVEY CONTROL
 MK0753  ___________________________________________________________________
 MK0753* NAD 83(1986)-  41 05 18.     (N)    096 25 31.     (W)     SCALED    
 MK0753* NAVD 88     -       330.397  (meters)    1083.98   (feet)  ADJUSTED  
 MK0753  ___________________________________________________________________
 MK0753  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 MK0753  DYNAMIC HT  -         330.259 (meters)    1083.52  (feet)  COMP
 MK0753  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 MK0753
 MK0753  VERT ORDER  -  SECOND    CLASS 0
 MK0753
 MK0753.The horizontal coordinates were scaled from a topographic map and have
 MK0753.an estimated accuracy of +/- 6 seconds.
 MK0753
 MK0753.The orthometric height was determined by differential leveling
 MK0753.and adjusted by the National Geodetic Survey in June 1991..
 MK0753
 MK0753.The geoid height was determined by GEOID03.
 MK0753
 MK0753.The dynamic height is computed by dividing the NAVD 88
 MK0753.geopotential number by the normal gravity value computed on the
 MK0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0753.degrees latitude (g = 980.6199 gals.).
 MK0753
 MK0753.The modeled gravity was interpolated from observed gravity values.
 MK0753
 MK0753;                    North         East    Units  Estimated Accuracy
 MK0753;SPC NE       -   145,540.      800,180.      MT  (+/- 180 meters Scaled)
 MK0753
 MK0753                          SUPERSEDED SURVEY CONTROL
 MK0753
 MK0753  NGVD 29 (??/??/92)  330.286  (m)         1083.61   (f) ADJ UNCH    2 0
 MK0753
 MK0753.Superseded values are not recommended for survey control.
 MK0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0753.See file dsdata.txt to determine how the superseded data were derived.
 MK0753
 MK0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL162517(NAD 83)
 MK0753_MARKER: DB = BENCH MARK DISK
 MK0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0753_STAMPING: M 297 1950
 MK0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0753+STABILITY: SURFACE MOTION
 MK0753
 MK0753  HISTORY     - Date     Condition        Report By
 MK0753  HISTORY     - 1950     MONUMENTED       CGS
 MK0753
 MK0753                          STATION DESCRIPTION
 MK0753
 MK0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0753'0.8 MI SE FROM MEMPHIS.
 MK0753'0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0753'MEMPHIS, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 63, ON THE
 MK0753'OUTSIDE OF A CURVE IN THE HIGHWAY, AT A ROAD INTERSECTION, 200
 MK0753'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH
 MK0753'OF THE CENTER LINE OF THE EAST AND WEST ROAD, 65 FEET EAST OF
 MK0753'THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 33 FEET SOUTHEAST
 MK0753'OF A TELEPHONE POLE, 25 FEET NORTHEAST OF A POWER POLE, 9 FEET
 MK0753'SOUTH OF A FENCE, 10 FEET SOUTH OF A WITNESS POST, SET IN THE
 MK0753'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0757 ***********************************************************************
 MK0757  DESIGNATION -  M 298
 MK0757  PID         -  MK0757
 MK0757  STATE/COUNTY-  NE/SAUNDERS
 MK0757  USGS QUAD   -  ASHLAND WEST (1969)
 MK0757
 MK0757                         *CURRENT SURVEY CONTROL
 MK0757  ___________________________________________________________________
 MK0757* NAD 83(1986)-  41 07 01.     (N)    096 27 18.     (W)     SCALED    
 MK0757* NAVD 88     -       347.963  (meters)    1141.61   (feet)  ADJUSTED  
 MK0757  ___________________________________________________________________
 MK0757  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 MK0757  DYNAMIC HT  -         347.815 (meters)    1141.12  (feet)  COMP
 MK0757  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 MK0757
 MK0757  VERT ORDER  -  SECOND    CLASS 0
 MK0757
 MK0757.The horizontal coordinates were scaled from a topographic map and have
 MK0757.an estimated accuracy of +/- 6 seconds.
 MK0757
 MK0757.The orthometric height was determined by differential leveling
 MK0757.and adjusted by the National Geodetic Survey in June 1991..
 MK0757
 MK0757.The geoid height was determined by GEOID03.
 MK0757
 MK0757.The dynamic height is computed by dividing the NAVD 88
 MK0757.geopotential number by the normal gravity value computed on the
 MK0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0757.degrees latitude (g = 980.6199 gals.).
 MK0757
 MK0757.The modeled gravity was interpolated from observed gravity values.
 MK0757
 MK0757;                    North         East    Units  Estimated Accuracy
 MK0757;SPC NE       -   148,620.      797,550.      MT  (+/- 180 meters Scaled)
 MK0757
 MK0757                          SUPERSEDED SURVEY CONTROL
 MK0757
 MK0757  NGVD 29 (??/??/92)  347.847  (m)         1141.23   (f) ADJ UNCH    2 0
 MK0757
 MK0757.Superseded values are not recommended for survey control.
 MK0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0757.See file dsdata.txt to determine how the superseded data were derived.
 MK0757
 MK0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL136548(NAD 83)
 MK0757_MARKER: DB = BENCH MARK DISK
 MK0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0757_STAMPING: M 298 1950
 MK0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0757+STABILITY: SURFACE MOTION
 MK0757
 MK0757  HISTORY     - Date     Condition        Report By
 MK0757  HISTORY     - 1950     MONUMENTED       CGS
 MK0757  HISTORY     - 1984     GOOD             LOCSUR
 MK0757
 MK0757                          STATION DESCRIPTION
 MK0757
 MK0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0757'3.4 MI NW FROM MEMPHIS.
 MK0757'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0757'MEMPHIS, THENCE 1.05 MILES WEST ALONG A GRAVELED ROAD, THENCE
 MK0757'2.0 MILES NORTH ALONG A DIRT ROAD, AT A ROAD INTERSECTION, IN
 MK0757'LINE WITH A NORTH AND SOUTH HEDGE ROW, 64 FEET NORTH OF THE
 MK0757'CENTER LINE OF THE EAST AND WEST ROAD, 31 FEET NORTH OF A FENCE
 MK0757'CORNER, 32 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH
 MK0757'ROAD, 1 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 MK0757'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MK0757'THE GROUND.
 MK0757
 MK0757                          STATION RECOVERY (1984)
 MK0757
 MK0757'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0733 ***********************************************************************
 MK0733  DESIGNATION -  M 299
 MK0733  PID         -  MK0733
 MK0733  STATE/COUNTY-  NE/SAUNDERS
 MK0733  USGS QUAD   -  MEAD (1981)
 MK0733
 MK0733                         *CURRENT SURVEY CONTROL
 MK0733  ___________________________________________________________________
 MK0733* NAD 83(1986)-  41 13 07.     (N)    096 26 43.     (W)     SCALED    
 MK0733* NAVD 88     -       371.269  (meters)    1218.07   (feet)  ADJUSTED  
 MK0733  ___________________________________________________________________
 MK0733  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 MK0733  DYNAMIC HT  -         371.099 (meters)    1217.51  (feet)  COMP
 MK0733  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 MK0733
 MK0733  VERT ORDER  -  SECOND    CLASS 0
 MK0733
 MK0733.The horizontal coordinates were scaled from a topographic map and have
 MK0733.an estimated accuracy of +/- 6 seconds.
 MK0733
 MK0733.The orthometric height was determined by differential leveling
 MK0733.and adjusted by the National Geodetic Survey in June 1991..
 MK0733
 MK0733.The geoid height was determined by GEOID03.
 MK0733
 MK0733.The dynamic height is computed by dividing the NAVD 88
 MK0733.geopotential number by the normal gravity value computed on the
 MK0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0733.degrees latitude (g = 980.6199 gals.).
 MK0733
 MK0733.The modeled gravity was interpolated from observed gravity values.
 MK0733
 MK0733;                    North         East    Units  Estimated Accuracy
 MK0733;SPC NE       -   159,930.      797,910.      MT  (+/- 180 meters Scaled)
 MK0733
 MK0733                          SUPERSEDED SURVEY CONTROL
 MK0733
 MK0733  NGVD 29 (??/??/92)  371.135  (m)         1217.63   (f) ADJ UNCH    2 0
 MK0733
 MK0733.Superseded values are not recommended for survey control.
 MK0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0733.See file dsdata.txt to determine how the superseded data were derived.
 MK0733
 MK0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL141661(NAD 83)
 MK0733_MARKER: DB = BENCH MARK DISK
 MK0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0733_STAMPING: M 299 1950
 MK0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0733+STABILITY: SURFACE MOTION
 MK0733
 MK0733  HISTORY     - Date     Condition        Report By
 MK0733  HISTORY     - 1950     MONUMENTED       CGS
 MK0733  HISTORY     - 1960     GOOD             NGS
 MK0733
 MK0733                          STATION DESCRIPTION
 MK0733
 MK0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0733'2.9 MI E FROM MEAD.
 MK0733'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK0733'MEAD, THENCE 0.5 MILE SOUTH ALONG A PAVED ROAD, THENCE 1.0 MILE
 MK0733'EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 MK0733'GRAVELED ROAD, AT THE NORTHEAST CORNER OF THE NEBRASKA ORDINANCE
 MK0733'DEPOT, 84 FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST
 MK0733'ROAD, 42 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH
 MK0733'ROAD, 37 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT EAST OF A FENCE,
 MK0733'3.9 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK0733'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK0733
 MK0733                          STATION RECOVERY (1960)
 MK0733
 MK0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MK0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0301 ***********************************************************************
 NO0301  DESIGNATION -  M 3
 NO0301  PID         -  NO0301
 NO0301  STATE/COUNTY-  NE/CHERRY
 NO0301  USGS QUAD   -  MERRIMAN NE (1990)
 NO0301
 NO0301                         *CURRENT SURVEY CONTROL
 NO0301  ___________________________________________________________________
 NO0301* NAD 83(1986)-  42 56 52.     (N)    101 30 37.     (W)     SCALED    
 NO0301* NAVD 88     -       981.433  (meters)    3219.92   (feet)  ADJUSTED  
 NO0301  ___________________________________________________________________
 NO0301  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 NO0301  DYNAMIC HT  -         981.017 (meters)    3218.55  (feet)  COMP
 NO0301  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 NO0301
 NO0301  VERT ORDER  -  FIRST     CLASS II
 NO0301
 NO0301.The horizontal coordinates were scaled from a topographic map and have
 NO0301.an estimated accuracy of +/- 6 seconds.
 NO0301
 NO0301.The orthometric height was determined by differential leveling
 NO0301.and adjusted by the National Geodetic Survey in June 1991..
 NO0301
 NO0301.The geoid height was determined by GEOID03.
 NO0301
 NO0301.The dynamic height is computed by dividing the NAVD 88
 NO0301.geopotential number by the normal gravity value computed on the
 NO0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0301.degrees latitude (g = 980.6199 gals.).
 NO0301
 NO0301.The modeled gravity was interpolated from observed gravity values.
 NO0301
 NO0301;                    North         East    Units  Estimated Accuracy
 NO0301;SPC NE       -   346,900.      376,760.      MT  (+/- 180 meters Scaled)
 NO0301
 NO0301                          SUPERSEDED SURVEY CONTROL
 NO0301
 NO0301  NGVD 29 (??/??/92)  981.039  (m)         3218.63   (f) ADJ UNCH    1 2
 NO0301
 NO0301.Superseded values are not recommended for survey control.
 NO0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0301.See file dsdata.txt to determine how the superseded data were derived.
 NO0301
 NO0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN952580(NAD 83)
 NO0301_MARKER: DB = BENCH MARK DISK
 NO0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0301_SP_SET: STONE POST
 NO0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0301+STABILITY: SURFACE MOTION
 NO0301
 NO0301  HISTORY     - Date     Condition        Report By
 NO0301  HISTORY     - UNK      MONUMENTED       CGS
 NO0301  HISTORY     - 1957     GOOD             NGS
 NO0301  HISTORY     - 19980621 MARK NOT FOUND   LOCENG
 NO0301
 NO0301                          STATION DESCRIPTION
 NO0301
 NO0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0301'10.3 MI E FROM MERRIMAN.
 NO0301'ABOUT 10.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0301'RAILWAY FROM THE STATION AT MERRIMAN, 1.1 MILES WEST OF THE
 NO0301'STATION AT ELI, IN SECTION 1, T. 34 N., R. 36 W., 66 1/2 FEET
 NO0301'NORTHEAST OF THE SEVENTH POLE EAST OF MILEPOST 322, 36 FEET
 NO0301'SOUTH OF THE SOUTH RAIL, 94 FEET NORTH OF THE CENTER LINE OF A
 NO0301'DIRT ROAD, 60 FEET NORTH OF A FENCE LINE, 1 1/2 FEET WEST OF A
 NO0301'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE TRACK, A SQUARE
 NO0301'CUT IN THE TOP OF A STONE POST SURROUNDED BY THE LETTERS USBM.
 NO0301
 NO0301                          STATION RECOVERY (1998)
 NO0301
 NO0301'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (JFP)
 NO0301'NOT RECOVERED, AREA AROUND BENCH MARK HAVE CHANGED.  THE REFERENCE
 NO0301'POINTS NO LONGER THERE.  POSSIBLE MARK MAYBE BURIED UNDERSAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0781 ***********************************************************************
 MK0781  DESIGNATION -  M 300
 MK0781  PID         -  MK0781
 MK0781  STATE/COUNTY-  NE/DOUGLAS
 MK0781  USGS QUAD   -  WANN (1981)
 MK0781
 MK0781                         *CURRENT SURVEY CONTROL
 MK0781  ___________________________________________________________________
 MK0781* NAD 83(1986)-  41 12 32.     (N)    096 19 29.     (W)     SCALED    
 MK0781* NAVD 88     -       337.688  (meters)    1107.90   (feet)  ADJUSTED  
 MK0781  ___________________________________________________________________
 MK0781  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 MK0781  DYNAMIC HT  -         337.540 (meters)    1107.41  (feet)  COMP
 MK0781  MODELED GRAV-     980,175.7   (mgal)                       NAVD 88
 MK0781
 MK0781  VERT ORDER  -  SECOND    CLASS 0
 MK0781
 MK0781.The horizontal coordinates were scaled from a topographic map and have
 MK0781.an estimated accuracy of +/- 6 seconds.
 MK0781
 MK0781.The orthometric height was determined by differential leveling
 MK0781.and adjusted by the National Geodetic Survey in June 1991..
 MK0781
 MK0781.The geoid height was determined by GEOID03.
 MK0781
 MK0781.The dynamic height is computed by dividing the NAVD 88
 MK0781.geopotential number by the normal gravity value computed on the
 MK0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0781.degrees latitude (g = 980.6199 gals.).
 MK0781
 MK0781.The modeled gravity was interpolated from observed gravity values.
 MK0781
 MK0781;                    North         East    Units  Estimated Accuracy
 MK0781;SPC NE       -   159,270.      808,050.      MT  (+/- 180 meters Scaled)
 MK0781
 MK0781                          SUPERSEDED SURVEY CONTROL
 MK0781
 MK0781  NGVD 29 (??/??/92)  337.565  (m)         1107.49   (f) ADJ UNCH    2 0
 MK0781
 MK0781.Superseded values are not recommended for survey control.
 MK0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0781.See file dsdata.txt to determine how the superseded data were derived.
 MK0781
 MK0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL242653(NAD 83)
 MK0781_MARKER: DB = BENCH MARK DISK
 MK0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0781_STAMPING: M 300 1950
 MK0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0781+STABILITY: SURFACE MOTION
 MK0781
 MK0781  HISTORY     - Date     Condition        Report By
 MK0781  HISTORY     - 1950     MONUMENTED       CGS
 MK0781  HISTORY     - 1976     GOOD             LOCSUR
 MK0781
 MK0781                          STATION DESCRIPTION
 MK0781
 MK0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0781'7.9 MI S FROM VALLEY.
 MK0781'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT VALLEY,
 MK0781'THENCE 0.3 MILE EAST ALONG A GRAVELED STREET, THENCE 1.8 MILES
 MK0781'SOUTHEAST ALONG STATE HIGHWAY 93, THENCE 4.0 MILES SOUTH ALONG
 MK0781'STATE HIGHWAY 93, THENCE 1.7 MILES SOUTH ALONG A GRAVELED ROAD,
 MK0781'AT THE FARM HOME OF HENREY SCHNEIDER, 144 FEET NORTHEAST OF THE
 MK0781'CENTER LINE OF THE NORTHWEST AND SOUTHEAST ROAD, 63 FEET EAST
 MK0781'OF THE CENTER LINE OF A ROAD LEADING NORTH, 20 FEET NORTH OF THE
 MK0781'NORTHWEST CORNER OF A BRICK HOUSE, 33 FEET WEST OF THE CENTER OF
 MK0781'A GATE, 14 FEET WEST OF A POWER POLE, 1.0 FOOT NORTH OF A
 MK0781'YARD FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0781'0.1 FOOT ABOVE THE GROUND.
 MK0781
 MK0781                          STATION RECOVERY (1976)
 MK0781
 MK0781'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0547 ***********************************************************************
 MK0547  DESIGNATION -  M 301
 MK0547  PID         -  MK0547
 MK0547  STATE/COUNTY-  NE/SARPY
 MK0547  USGS QUAD   -  RALSTON (1984)
 MK0547
 MK0547                         *CURRENT SURVEY CONTROL
 MK0547  ___________________________________________________________________
 MK0547* NAD 83(1986)-  41 09 42.     (N)    096 03 10.     (W)     SCALED    
 MK0547* NAVD 88     -       309.559  (meters)    1015.61   (feet)  ADJUSTED  
 MK0547  ___________________________________________________________________
 MK0547  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 MK0547  DYNAMIC HT  -         309.431 (meters)    1015.19  (feet)  COMP
 MK0547  MODELED GRAV-     980,200.7   (mgal)                       NAVD 88
 MK0547
 MK0547  VERT ORDER  -  SECOND    CLASS 0
 MK0547
 MK0547.The horizontal coordinates were scaled from a topographic map and have
 MK0547.an estimated accuracy of +/- 6 seconds.
 MK0547
 MK0547.The orthometric height was determined by differential leveling
 MK0547.and adjusted by the National Geodetic Survey in June 1991..
 MK0547
 MK0547.The geoid height was determined by GEOID03.
 MK0547
 MK0547.The dynamic height is computed by dividing the NAVD 88
 MK0547.geopotential number by the normal gravity value computed on the
 MK0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0547.degrees latitude (g = 980.6199 gals.).
 MK0547
 MK0547.The modeled gravity was interpolated from observed gravity values.
 MK0547
 MK0547;                    North         East    Units  Estimated Accuracy
 MK0547;SPC NE       -   155,040.      831,070.      MT  (+/- 180 meters Scaled)
 MK0547
 MK0547                          SUPERSEDED SURVEY CONTROL
 MK0547
 MK0547  NGVD 29 (??/??/92)  309.450  (m)         1015.25   (f) ADJ UNCH    2 0
 MK0547
 MK0547.Superseded values are not recommended for survey control.
 MK0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0547.See file dsdata.txt to determine how the superseded data were derived.
 MK0547
 MK0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL472608(NAD 83)
 MK0547_MARKER: DB = BENCH MARK DISK
 MK0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0547_STAMPING: M 301 1950
 MK0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0547+STABILITY: SURFACE MOTION
 MK0547
 MK0547  HISTORY     - Date     Condition        Report By
 MK0547  HISTORY     - 1950     MONUMENTED       CGS
 MK0547
 MK0547                          STATION DESCRIPTION
 MK0547
 MK0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0547'0.8 MI NW FROM PAPILLION.
 MK0547'0.8 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0547'STATION AT PAPILLION, AT A PRIVATE ROAD CROSSING, 71 FEET SOUTH
 MK0547'OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTHWEST, 43 FEET
 MK0547'NORTHEAST OF THE NORTHEAST RAIL, 22 FEET SOUTHEAST OF A GATE
 MK0547'POST, 7 FEET NORTHWEST OF A TELEPHONE POLE, 3.4 FEET SOUTHWEST
 MK0547'OF THE RIGHT OF WAY FENCE, 1.7 FEET EAST OF A WITNESS POST, SET
 MK0547'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK0547'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0697 ***********************************************************************
 MJ0697  DESIGNATION -  M 302
 MJ0697  PID         -  MJ0697
 MJ0697  STATE/COUNTY-  NE/SARPY
 MJ0697  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0697
 MJ0697                         *CURRENT SURVEY CONTROL
 MJ0697  ___________________________________________________________________
 MJ0697* NAD 83(1986)-  41 08 45.     (N)    095 57 52.     (W)     SCALED    
 MJ0697* NAVD 88     -       299.016  (meters)     981.02   (feet)  ADJUSTED  
 MJ0697  ___________________________________________________________________
 MJ0697  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 MJ0697  DYNAMIC HT  -         298.894 (meters)     980.62  (feet)  COMP
 MJ0697  MODELED GRAV-     980,207.9   (mgal)                       NAVD 88
 MJ0697
 MJ0697  VERT ORDER  -  SECOND    CLASS 0
 MJ0697
 MJ0697.The horizontal coordinates were scaled from a topographic map and have
 MJ0697.an estimated accuracy of +/- 6 seconds.
 MJ0697
 MJ0697.The orthometric height was determined by differential leveling
 MJ0697.and adjusted by the National Geodetic Survey in June 1991..
 MJ0697
 MJ0697.The geoid height was determined by GEOID03.
 MJ0697
 MJ0697.The dynamic height is computed by dividing the NAVD 88
 MJ0697.geopotential number by the normal gravity value computed on the
 MJ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0697.degrees latitude (g = 980.6199 gals.).
 MJ0697
 MJ0697.The modeled gravity was interpolated from observed gravity values.
 MJ0697
 MJ0697;                    North         East    Units  Estimated Accuracy
 MJ0697;SPC NE       -   153,620.      838,550.      MT  (+/- 180 meters Scaled)
 MJ0697
 MJ0697                          SUPERSEDED SURVEY CONTROL
 MJ0697
 MJ0697  NGVD 29 (??/??/92)  298.913  (m)          980.68   (f) ADJ UNCH    2 0
 MJ0697
 MJ0697.Superseded values are not recommended for survey control.
 MJ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0697.See file dsdata.txt to determine how the superseded data were derived.
 MJ0697
 MJ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF512591(NAD 83)
 MJ0697_MARKER: DB = BENCH MARK DISK
 MJ0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0697_SP_SET: CONCRETE
 MJ0697_STAMPING: M 302 1950
 MJ0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0697
 MJ0697  HISTORY     - Date     Condition        Report By
 MJ0697  HISTORY     - 1950     MONUMENTED       CGS
 MJ0697  HISTORY     - 1971     GOOD             NGS
 MJ0697
 MJ0697                          STATION DESCRIPTION
 MJ0697
 MJ0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0697'0.8 MI W FROM GILMORE.
 MJ0697'0.8 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MJ0697'STATION AT GILMORE, 0.15 MILE EAST OF A ROAD CROSSING, 0.8 FOOT
 MJ0697'NORTH OF THE NORTH RAIL, 7 FEET BELOW THE TOP OF THE RAILS,
 MJ0697'SET IN THE TOP OF THE NORTH END OF THE NORTHEAST CONCRETE BASE
 MJ0697'OF THE STEEL STRUCTURE OF RAILROAD BRIDGE 12.65 WHICH IS OVER MUD
 MJ0697'CREEK.
 MJ0697
 MJ0697                          STATION RECOVERY (1971)
 MJ0697
 MJ0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MJ0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0730 ***********************************************************************
 MK0730  DESIGNATION -  M 303
 MK0730  PID         -  MK0730
 MK0730  STATE/COUNTY-  NE/SAUNDERS
 MK0730  USGS QUAD   -  LESHARA (1968)
 MK0730
 MK0730                         *CURRENT SURVEY CONTROL
 MK0730  ___________________________________________________________________
 MK0730* NAD 83(1986)-  41 20 08.     (N)    096 29 43.     (W)     SCALED    
 MK0730* NAVD 88     -       377.225  (meters)    1237.61   (feet)  ADJUSTED  
 MK0730  ___________________________________________________________________
 MK0730  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 MK0730  DYNAMIC HT  -         377.046 (meters)    1237.03  (feet)  COMP
 MK0730  MODELED GRAV-     980,140.6   (mgal)                       NAVD 88
 MK0730
 MK0730  VERT ORDER  -  SECOND    CLASS 0
 MK0730
 MK0730.The horizontal coordinates were scaled from a topographic map and have
 MK0730.an estimated accuracy of +/- 6 seconds.
 MK0730
 MK0730.The orthometric height was determined by differential leveling
 MK0730.and adjusted by the National Geodetic Survey in June 1991..
 MK0730
 MK0730.The geoid height was determined by GEOID03.
 MK0730
 MK0730.The dynamic height is computed by dividing the NAVD 88
 MK0730.geopotential number by the normal gravity value computed on the
 MK0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0730.degrees latitude (g = 980.6199 gals.).
 MK0730
 MK0730.The modeled gravity was interpolated from observed gravity values.
 MK0730
 MK0730;                    North         East    Units  Estimated Accuracy
 MK0730;SPC NE       -   172,730.      793,190.      MT  (+/- 180 meters Scaled)
 MK0730
 MK0730                          SUPERSEDED SURVEY CONTROL
 MK0730
 MK0730  NGVD 29 (??/??/92)  377.076  (m)         1237.12   (f) ADJ UNCH    2 0
 MK0730
 MK0730.Superseded values are not recommended for survey control.
 MK0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0730.See file dsdata.txt to determine how the superseded data were derived.
 MK0730
 MK0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL095790(NAD 83)
 MK0730_MARKER: DB = BENCH MARK DISK
 MK0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0730_STAMPING: M 303 1950
 MK0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0730+STABILITY: SURFACE MOTION
 MK0730
 MK0730  HISTORY     - Date     Condition        Report By
 MK0730  HISTORY     - 1950     MONUMENTED       CGS
 MK0730
 MK0730                          STATION DESCRIPTION
 MK0730
 MK0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0730'4.2 MI NW FROM LESHARA.
 MK0730'0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE CHICAGO, BURLINGTON
 MK0730'AND QUINCY RAILROAD STATION AT LESHARA, THENCE 0.1 MILE NORTH
 MK0730'ALONG THE MAIN STREET OF LESHARA, THENCE 0.2 MILE WEST ALONG A
 MK0730'GRAVELED ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVELED ROAD,
 MK0730'THENCE 3.5 MILES WEST ALONG A GRAVELED ROAD, 63 FEET NORTH OF THE
 MK0730'CENTER LINE OF THE GRAVELED ROAD, 20 FEET WEST OF THE CENTER
 MK0730'LINE OF A PRIVATE DRIVEWAY, 6.7 FEET NORTH OF A POWER POLE, 1.2
 MK0730'FEET EAST OF A WIRE FENCE, 1.2 FEET SOUTH OF A WITNESS POST, SET
 MK0730'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 MK0730'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1036 ***********************************************************************
 MK1036  DESIGNATION -  M 304
 MK1036  PID         -  MK1036
 MK1036  STATE/COUNTY-  NE/SAUNDERS
 MK1036  USGS QUAD   -  COLON (1969)
 MK1036
 MK1036                         *CURRENT SURVEY CONTROL
 MK1036  ___________________________________________________________________
 MK1036* NAD 83(1986)-  41 19 07.     (N)    096 30 09.     (W)     SCALED    
 MK1036* NAVD 88     -       405.045  (meters)    1328.89   (feet)  ADJUSTED  
 MK1036  ___________________________________________________________________
 MK1036  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MK1036  DYNAMIC HT  -         404.852 (meters)    1328.25  (feet)  COMP
 MK1036  MODELED GRAV-     980,135.9   (mgal)                       NAVD 88
 MK1036
 MK1036  VERT ORDER  -  SECOND    CLASS 0
 MK1036
 MK1036.The horizontal coordinates were scaled from a topographic map and have
 MK1036.an estimated accuracy of +/- 6 seconds.
 MK1036
 MK1036.The orthometric height was determined by differential leveling
 MK1036.and adjusted by the National Geodetic Survey in June 1991..
 MK1036
 MK1036.The geoid height was determined by GEOID03.
 MK1036
 MK1036.The dynamic height is computed by dividing the NAVD 88
 MK1036.geopotential number by the normal gravity value computed on the
 MK1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1036.degrees latitude (g = 980.6199 gals.).
 MK1036
 MK1036.The modeled gravity was interpolated from observed gravity values.
 MK1036
 MK1036;                    North         East    Units  Estimated Accuracy
 MK1036;SPC NE       -   170,820.      792,660.      MT  (+/- 180 meters Scaled)
 MK1036
 MK1036                          SUPERSEDED SURVEY CONTROL
 MK1036
 MK1036  NGVD 29 (??/??/92)  404.893  (m)         1328.39   (f) ADJ UNCH    2 0
 MK1036
 MK1036.Superseded values are not recommended for survey control.
 MK1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1036.See file dsdata.txt to determine how the superseded data were derived.
 MK1036
 MK1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL090771(NAD 83)
 MK1036_MARKER: DB = BENCH MARK DISK
 MK1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1036_STAMPING: M 304 1950
 MK1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1036+STABILITY: SURFACE MOTION
 MK1036
 MK1036  HISTORY     - Date     Condition        Report By
 MK1036  HISTORY     - 1950     MONUMENTED       CGS
 MK1036
 MK1036                          STATION DESCRIPTION
 MK1036
 MK1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1036'7.1 MI NE FROM COLON.
 MK1036'0.4 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO AND
 MK1036'NORTH WESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILE NORTH
 MK1036'ALONG STATE HIGHWAY 109, THENCE 5.2 MILES EAST ALONG STATE
 MK1036'HIGHWAY 64, THENCE 0.8 MILE NORTH ALONG U.S. HIGHWAY 77, AT THE
 MK1036'L.H. SHRIVER FARMHOUSE, 144 FEET WEST OF THE CENTER LINE OF THE
 MK1036'HIGHWAY, 22 FEET NORTH OF THE NORTH CORNER OF THE FARMHOUSE,
 MK1036'11 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 4 FEET
 MK1036'EAST OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1036'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0598 ***********************************************************************
 MK0598  DESIGNATION -  M 305
 MK0598  PID         -  MK0598
 MK0598  STATE/COUNTY-  NE/DOUGLAS
 MK0598  USGS QUAD   -  ARLINGTON (1968)
 MK0598
 MK0598                         *CURRENT SURVEY CONTROL
 MK0598  ___________________________________________________________________
 MK0598* NAD 83(1986)-  41 23 35.     (N)    096 20 51.     (W)     SCALED    
 MK0598* NAVD 88     -       349.906  (meters)    1147.98   (feet)  ADJUSTED  
 MK0598  ___________________________________________________________________
 MK0598  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MK0598  DYNAMIC HT  -         349.741 (meters)    1147.44  (feet)  COMP
 MK0598  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 MK0598
 MK0598  VERT ORDER  -  SECOND    CLASS 0
 MK0598
 MK0598.The horizontal coordinates were scaled from a topographic map and have
 MK0598.an estimated accuracy of +/- 6 seconds.
 MK0598
 MK0598.The orthometric height was determined by differential leveling
 MK0598.and adjusted by the National Geodetic Survey in June 1991..
 MK0598
 MK0598.The geoid height was determined by GEOID03.
 MK0598
 MK0598.The dynamic height is computed by dividing the NAVD 88
 MK0598.geopotential number by the normal gravity value computed on the
 MK0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0598.degrees latitude (g = 980.6199 gals.).
 MK0598
 MK0598.The modeled gravity was interpolated from observed gravity values.
 MK0598
 MK0598;                    North         East    Units  Estimated Accuracy
 MK0598;SPC NE       -   179,620.      805,280.      MT  (+/- 180 meters Scaled)
 MK0598
 MK0598                          SUPERSEDED SURVEY CONTROL
 MK0598
 MK0598  NGVD 29 (??/??/92)  349.762  (m)         1147.51   (f) ADJ UNCH    2 0
 MK0598
 MK0598.Superseded values are not recommended for survey control.
 MK0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0598.See file dsdata.txt to determine how the superseded data were derived.
 MK0598
 MK0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL217857(NAD 83)
 MK0598_MARKER: DB = BENCH MARK DISK
 MK0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0598_STAMPING: M 305 1950
 MK0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0598+STABILITY: SURFACE MOTION
 MK0598
 MK0598  HISTORY     - Date     Condition        Report By
 MK0598  HISTORY     - 1950     MONUMENTED       CGS
 MK0598  HISTORY     - 1976     GOOD             LOCSUR
 MK0598
 MK0598                          STATION DESCRIPTION
 MK0598
 MK0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0598'5.8 MI NW FROM ELK CITY.
 MK0598'0.5 MILE NORTH ALONG STATE HIGHWAY 8 FROM THE SCHOOL AT
 MK0598'ELK CITY, THENCE 3.25 MILES WEST ALONG STATE HIGHWAYS 8 AND 93,
 MK0598'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 MK0598'WEST ALONG THE DODGE-DOUGLAS COUNTY LINE ROAD, 75 FEET EAST OF
 MK0598'THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 28 FEET SOUTH
 MK0598'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 1 FOOT SOUTH
 MK0598'OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MK0598'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0598'THIS MARK IS 1.0 MILE SOUTH OF BENCH MARK L 305.
 MK0598
 MK0598                          STATION RECOVERY (1976)
 MK0598
 MK0598'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0199 ***********************************************************************
 ML0199  DESIGNATION -  M 306
 ML0199  PID         -  ML0199
 ML0199  STATE/COUNTY-  NE/HOWARD
 ML0199  USGS QUAD   -  WOLBACH SW (1974)
 ML0199
 ML0199                         *CURRENT SURVEY CONTROL
 ML0199  ___________________________________________________________________
 ML0199* NAD 83(1986)-  41 17 10.     (N)    098 25 23.     (W)     SCALED    
 ML0199* NAVD 88     -       569.137  (meters)    1867.24   (feet)  ADJUSTED  
 ML0199  ___________________________________________________________________
 ML0199  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 ML0199  DYNAMIC HT  -         568.854 (meters)    1866.32  (feet)  COMP
 ML0199  MODELED GRAV-     980,106.9   (mgal)                       NAVD 88
 ML0199
 ML0199  VERT ORDER  -  SECOND    CLASS 0
 ML0199
 ML0199.The horizontal coordinates were scaled from a topographic map and have
 ML0199.an estimated accuracy of +/- 6 seconds.
 ML0199
 ML0199.The orthometric height was determined by differential leveling
 ML0199.and adjusted by the National Geodetic Survey in June 1991..
 ML0199
 ML0199.The geoid height was determined by GEOID03.
 ML0199
 ML0199.The dynamic height is computed by dividing the NAVD 88
 ML0199.geopotential number by the normal gravity value computed on the
 ML0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0199.degrees latitude (g = 980.6199 gals.).
 ML0199
 ML0199.The modeled gravity was interpolated from observed gravity values.
 ML0199
 ML0199;                    North         East    Units  Estimated Accuracy
 ML0199;SPC NE       -   162,500.      632,050.      MT  (+/- 180 meters Scaled)
 ML0199
 ML0199                          SUPERSEDED SURVEY CONTROL
 ML0199
 ML0199  NGVD 29 (??/??/92)  568.894  (m)         1866.45   (f) ADJ UNCH    2 0
 ML0199
 ML0199.Superseded values are not recommended for survey control.
 ML0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0199.See file dsdata.txt to determine how the superseded data were derived.
 ML0199
 ML0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL483706(NAD 83)
 ML0199_MARKER: DB = BENCH MARK DISK
 ML0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0199_STAMPING: M 306 1950
 ML0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0199+STABILITY: SURFACE MOTION
 ML0199
 ML0199  HISTORY     - Date     Condition        Report By
 ML0199  HISTORY     - 1950     MONUMENTED       CGS
 ML0199
 ML0199                          STATION DESCRIPTION
 ML0199
 ML0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0199'3.6 MI SW FROM CUSHING.
 ML0199'3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 ML0199'AT CUSHING, JUST EAST OF A CURVE IN THE HIGHWAY, 200 FEET EAST
 ML0199'OF THE TOP OF A HILL, ON THE EAST SLOPE OF A HILL, 47 FEET WEST
 ML0199'OF A FENCE CORNER, 37 FEET NORTH OF THE CENTER LINE OF THE
 ML0199'HIGHWAY, 1 FOOT SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS
 ML0199'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 ML0199'ABOVE THE GROUND.  THIS MARK IS 0.2 MILE EAST OF BENCH MARK 10-47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1570 ***********************************************************************
 MK1570  DESIGNATION -  M 308
 MK1570  PID         -  MK1570
 MK1570  STATE/COUNTY-  NE/NANCE
 MK1570  USGS QUAD   -  FULLERTON NE (1958)
 MK1570
 MK1570                         *CURRENT SURVEY CONTROL
 MK1570  ___________________________________________________________________
 MK1570* NAD 83(1986)-  41 23 42.     (N)    097 52 07.     (W)     SCALED    
 MK1570* NAVD 88     -       490.437  (meters)    1609.04   (feet)  ADJUSTED  
 MK1570  ___________________________________________________________________
 MK1570  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 MK1570  DYNAMIC HT  -         490.209 (meters)    1608.29  (feet)  COMP
 MK1570  MODELED GRAV-     980,143.8   (mgal)                       NAVD 88
 MK1570
 MK1570  VERT ORDER  -  SECOND    CLASS 0
 MK1570
 MK1570.The horizontal coordinates were scaled from a topographic map and have
 MK1570.an estimated accuracy of +/- 6 seconds.
 MK1570
 MK1570.The orthometric height was determined by differential leveling
 MK1570.and adjusted by the National Geodetic Survey in June 1991..
 MK1570
 MK1570.The geoid height was determined by GEOID03.
 MK1570
 MK1570.The dynamic height is computed by dividing the NAVD 88
 MK1570.geopotential number by the normal gravity value computed on the
 MK1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1570.degrees latitude (g = 980.6199 gals.).
 MK1570
 MK1570.The modeled gravity was interpolated from observed gravity values.
 MK1570
 MK1570;                    North         East    Units  Estimated Accuracy
 MK1570;SPC NE       -   175,580.      678,170.      MT  (+/- 180 meters Scaled)
 MK1570
 MK1570                          SUPERSEDED SURVEY CONTROL
 MK1570
 MK1570  NGVD 29 (??/??/92)  490.223  (m)         1608.34   (f) ADJ UNCH    2 0
 MK1570
 MK1570.Superseded values are not recommended for survey control.
 MK1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1570.See file dsdata.txt to determine how the superseded data were derived.
 MK1570
 MK1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL945832(NAD 83)
 MK1570_MARKER: DB = BENCH MARK DISK
 MK1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1570_STAMPING: M 308 1950
 MK1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1570+STABILITY: SURFACE MOTION
 MK1570
 MK1570  HISTORY     - Date     Condition        Report By
 MK1570  HISTORY     - 1950     MONUMENTED       CGS
 MK1570
 MK1570                          STATION DESCRIPTION
 MK1570
 MK1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1570'7.3 MI NE FROM FULLERTON.
 MK1570'7.3 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1570'AT FULLERTON, AT A T ROAD JUNCTION, 0.1 MILE WEST OF A FARMHOUSE
 MK1570'WHICH IS ON THE NORTH SIDE OF THE ROAD, 141 FEET NORTH OF THE
 MK1570'CENTER LINE OF THE HIGHWAY, 48 FEET NORTH OF A POWER POLE, 31
 MK1570'FEET WEST OF THE CENTER LINE OF A SIDE ROAD LEADING NORTH, 1
 MK1570'FOOT EAST OF A FENCE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN
 MK1570'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 MK1570'GROUND.  THIS MARK IS 1.2 MILES WEST OF BENCH MARK N 308.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1420 ***********************************************************************
 MK1420  DESIGNATION -  M 309
 MK1420  PID         -  MK1420
 MK1420  STATE/COUNTY-  NE/MERRICK
 MK1420  USGS QUAD   -  GENOA (1958)
 MK1420
 MK1420                         *CURRENT SURVEY CONTROL
 MK1420  ___________________________________________________________________
 MK1420* NAD 83(1986)-  41 23 06.     (N)    097 41 39.     (W)     SCALED    
 MK1420* NAVD 88     -       478.871  (meters)    1571.10   (feet)  ADJUSTED  
 MK1420  ___________________________________________________________________
 MK1420  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 MK1420  DYNAMIC HT  -         478.649 (meters)    1570.37  (feet)  COMP
 MK1420  MODELED GRAV-     980,146.2   (mgal)                       NAVD 88
 MK1420
 MK1420  VERT ORDER  -  SECOND    CLASS 0
 MK1420
 MK1420.The horizontal coordinates were scaled from a topographic map and have
 MK1420.an estimated accuracy of +/- 6 seconds.
 MK1420
 MK1420.The orthometric height was determined by differential leveling
 MK1420.and adjusted by the National Geodetic Survey in June 1991..
 MK1420
 MK1420.The geoid height was determined by GEOID03.
 MK1420
 MK1420.The dynamic height is computed by dividing the NAVD 88
 MK1420.geopotential number by the normal gravity value computed on the
 MK1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1420.degrees latitude (g = 980.6199 gals.).
 MK1420
 MK1420.The modeled gravity was interpolated from observed gravity values.
 MK1420
 MK1420;                    North         East    Units  Estimated Accuracy
 MK1420;SPC NE       -   174,850.      692,780.      MT  (+/- 180 meters Scaled)
 MK1420
 MK1420                          SUPERSEDED SURVEY CONTROL
 MK1420
 MK1420  NGVD 29 (??/??/92)  478.666  (m)         1570.42   (f) ADJ UNCH    2 0
 MK1420
 MK1420.Superseded values are not recommended for survey control.
 MK1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1420.See file dsdata.txt to determine how the superseded data were derived.
 MK1420
 MK1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL091823(NAD 83)
 MK1420_MARKER: DB = BENCH MARK DISK
 MK1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1420_STAMPING: M 309 1950
 MK1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1420+STABILITY: SURFACE MOTION
 MK1420
 MK1420  HISTORY     - Date     Condition        Report By
 MK1420  HISTORY     - 1950     MONUMENTED       CGS
 MK1420
 MK1420                          STATION DESCRIPTION
 MK1420
 MK1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1420'5.6 MI SE FROM GENOA.
 MK1420'0.2 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1420'GENOA, THENCE 5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 39, 0.3
 MK1420'MILE NORTH OF A JUNCTION WITH A ROAD LEADING WEST, 0.3 MILE
 MK1420'NORTHEAST OF A LARGE RED BARN, ALONG AN EAST AND WEST FENCE, 42
 MK1420'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET NORTHWEST
 MK1420'OF THE CENTER OF A WIRE GATE, 2.5 FEET NORTHWEST OF A FENCE
 MK1420'CORNER, 3.5 FEET NORTHWEST OF A WITNESS POST, 1 FOOT NORTH OF
 MK1420'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 MK1420'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1421 ***********************************************************************
 MK1421  DESIGNATION -  M 309 RESET
 MK1421  PID         -  MK1421
 MK1421  STATE/COUNTY-  NE/MERRICK
 MK1421  USGS QUAD   -  GENOA (1958)
 MK1421
 MK1421                         *CURRENT SURVEY CONTROL
 MK1421  ___________________________________________________________________
 MK1421* NAD 83(1986)-  41 23 07.     (N)    097 41 39.     (W)     SCALED    
 MK1421* NAVD 88     -       478.79   (meters)    1570.8    (feet)  RESET     
 MK1421  ___________________________________________________________________
 MK1421  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 MK1421
 MK1421  VERT ORDER  -  THIRD
 MK1421
 MK1421.The horizontal coordinates were scaled from a topographic map and have
 MK1421.an estimated accuracy of +/- 6 seconds.
 MK1421
 MK1421.The orthometric height was computed from unverified reset data.
 MK1421
 MK1421.The geoid height was determined by GEOID03.
 MK1421
 MK1421;                    North         East    Units  Estimated Accuracy
 MK1421;SPC NE       -   174,880.      692,780.      MT  (+/- 180 meters Scaled)
 MK1421
 MK1421                          SUPERSEDED SURVEY CONTROL
 MK1421
 MK1421  NGVD 29 (??/??/??)  478.58   (m)         1570.1    (f) RESET       3  
 MK1421
 MK1421.Superseded values are not recommended for survey control.
 MK1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1421.See file dsdata.txt to determine how the superseded data were derived.
 MK1421
 MK1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL091823(NAD 83)
 MK1421_MARKER: DB = BENCH MARK DISK
 MK1421_SETTING: 0 = UNSPECIFIED SETTING
 MK1421_STAMPING: M 309 1950 RESET 1960
 MK1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1421
 MK1421  HISTORY     - Date     Condition        Report By
 MK1421  HISTORY     - 1960     MONUMENTED       CGS
 MK1421
 MK1421                          STATION DESCRIPTION
 MK1421
 MK1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1421'0.2 MI W FROM GENOA.
 MK1421'0.2 MILE WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 MK1421'GENOA, THENCE 5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 39, 0.3
 MK1421'MILE NORTH OF A JUNCTION WITH A ROAD LEADING WEST FROM THE
 MK1421'HIGHWAY, 0.3 MILE NORTHEAST OF A LARGE RED BARN, 84 FEET WEST OF
 MK1421'THE CENTER OF STATE HIGHWAY 39, 2 FEET NORTH OF AN EAST-WEST
 MK1421'FENCE, AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK PROJECTS
 MK1421'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0239 ***********************************************************************
 MM0239  DESIGNATION -  M 31
 MM0239  PID         -  MM0239
 MM0239  STATE/COUNTY-  NE/ARTHUR
 MM0239  USGS QUAD   -  PACKARD RANCH (1971)
 MM0239
 MM0239                         *CURRENT SURVEY CONTROL
 MM0239  ___________________________________________________________________
 MM0239* NAD 83(1986)-  41 27 04.     (N)    101 42 55.     (W)     SCALED    
 MM0239* NAVD 88     -      1091.318  (meters)    3580.43   (feet)  ADJUSTED  
 MM0239  ___________________________________________________________________
 MM0239  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 MM0239  DYNAMIC HT  -        1090.652 (meters)    3578.25  (feet)  COMP
 MM0239  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 MM0239
 MM0239  VERT ORDER  -  SECOND    CLASS 0
 MM0239
 MM0239.The horizontal coordinates were scaled from a topographic map and have
 MM0239.an estimated accuracy of +/- 6 seconds.
 MM0239
 MM0239.The orthometric height was determined by differential leveling
 MM0239.and adjusted by the National Geodetic Survey in June 1991..
 MM0239
 MM0239.The geoid height was determined by GEOID03.
 MM0239
 MM0239.The dynamic height is computed by dividing the NAVD 88
 MM0239.geopotential number by the normal gravity value computed on the
 MM0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0239.degrees latitude (g = 980.6199 gals.).
 MM0239
 MM0239.The modeled gravity was interpolated from observed gravity values.
 MM0239
 MM0239;                    North         East    Units  Estimated Accuracy
 MM0239;SPC NE       -   181,040.      356,730.      MT  (+/- 180 meters Scaled)
 MM0239
 MM0239                          SUPERSEDED SURVEY CONTROL
 MM0239
 MM0239  NGVD 29 (??/??/92) 1090.851  (m)         3578.90   (f) ADJ UNCH    2 0
 MM0239
 MM0239.Superseded values are not recommended for survey control.
 MM0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0239.See file dsdata.txt to determine how the superseded data were derived.
 MM0239
 MM0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL731923(NAD 83)
 MM0239_MARKER: DB = BENCH MARK DISK
 MM0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0239_STAMPING: M 31 1934
 MM0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0239+STABILITY: SURFACE MOTION
 MM0239
 MM0239  HISTORY     - Date     Condition        Report By
 MM0239  HISTORY     - 1934     MONUMENTED       CGS
 MM0239  HISTORY     - 1941     GOOD             NGS
 MM0239
 MM0239                          STATION DESCRIPTION
 MM0239
 MM0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MM0239'9.8 MI S FROM ARTHUR.
 MM0239'9.8 MILES SOUTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR COUNTY,
 MM0239'AT A SHORT FARM ROAD LEADING WEST TO A FARMHOUSE, 28 FEET NORTH
 MM0239'OF THE FARM ROAD, 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 MM0239'AND 6 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0239'STAMPED M 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0127 ***********************************************************************
 ML0127  DESIGNATION -  M 310
 ML0127  PID         -  ML0127
 ML0127  STATE/COUNTY-  NE/GREELEY
 ML0127  USGS QUAD   -  SPALDING NW (1985)
 ML0127
 ML0127                         *CURRENT SURVEY CONTROL
 ML0127  ___________________________________________________________________
 ML0127* NAD 83(1995)-  41 44 25.35365(N)    098 29 17.95609(W)     ADJUSTED  
 ML0127* NAVD 88     -       603.095  (meters)    1978.65   (feet)  ADJUSTED  
 ML0127  ___________________________________________________________________
 ML0127  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 ML0127  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 ML0127  DYNAMIC HT  -         602.812 (meters)    1977.73  (feet)  COMP
 ML0127  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 ML0127
 ML0127  HORZ ORDER  -  THIRD
 ML0127  VERT ORDER  -  SECOND    CLASS 0
 ML0127
 ML0127.The horizontal coordinates were established by classical geodetic methods
 ML0127.and adjusted by the National Geodetic Survey in August 1997..
 ML0127.No horizontal observational check was made to the station.
 ML0127
 ML0127.The orthometric height was determined by differential leveling
 ML0127.and adjusted by the National Geodetic Survey in June 1991..
 ML0127
 ML0127.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML0127
 ML0127.The geoid height was determined by GEOID03.
 ML0127
 ML0127.The dynamic height is computed by dividing the NAVD 88
 ML0127.geopotential number by the normal gravity value computed on the
 ML0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0127.degrees latitude (g = 980.6199 gals.).
 ML0127
 ML0127.The modeled gravity was interpolated from observed gravity values.
 ML0127
 ML0127;                    North         East     Units Scale Factor Converg.
 ML0127;SPC NE       -   212,829.549   625,703.263   MT  0.99966695   +1 00 06.4
 ML0127;UTM  14      - 4,621,077.612   542,547.907   MT  0.99962228   +0 20 26.4
 ML0127
 ML0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0127!SPC NE       -   0.99990924  x   0.99966695  =   0.99957622
 ML0127!UTM  14      -   0.99990924  x   0.99962228  =   0.99953156
 ML0127
 ML0127:                Primary Azimuth Mark                     Grid Az
 ML0127:SPC NE       -  AZ WINDMILL NNE                          040 24 35.6
 ML0127:UTM  14      -  AZ WINDMILL NNE                          041 04 15.6
 ML0127
 ML0127|---------------------------------------------------------------------|
 ML0127| PID    Reference Object                     Distance      Geod. Az  |
 ML0127|                                                           dddmmss.s |
 ML0127| CN7783 AZ WINDMILL NNE                                    0412442.0 |
 ML0127| CN7767 AZ CUPOLA BARN SSW                                 2075530.5 |
 ML0127|---------------------------------------------------------------------|
 ML0127
 ML0127                          SUPERSEDED SURVEY CONTROL
 ML0127
 ML0127  NAD 83(1986)-  41 44 25.35851(N)    098 29 17.96171(W) AD(       ) 3
 ML0127  NAD 27      -  41 44 25.34264(N)    098 29 16.69686(W) AD(       ) 3
 ML0127  NGVD 29 (??/??/92)  602.856  (m)         1977.87   (f) ADJ UNCH    2 0
 ML0127
 ML0127.Superseded values are not recommended for survey control.
 ML0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0127.See file dsdata.txt to determine how the superseded data were derived.
 ML0127
 ML0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4254821078(NAD 83)
 ML0127_MARKER: DB = BENCH MARK DISK
 ML0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0127_STAMPING: M 310 1950
 ML0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0127+STABILITY: SURFACE MOTION
 ML0127
 ML0127  HISTORY     - Date     Condition        Report By
 ML0127  HISTORY     - 1950     MONUMENTED       USGS
 ML0127  HISTORY     - 1950     GOOD             CGS
 ML0127
 ML0127                          STATION DESCRIPTION
 ML0127
 ML0127'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 ML0127'SPALDING, 5.1 MI NW. ALONG STATE HWY. 91 FROM 101 AND 91 AT.  THENCE
 ML0127'1.0 MI N. ALONG A GRAVELED RD., THENCE 3.2 MI NW. ALONG A SAND RD.
 ML0127'200 FT E. OF THE TOP OF A SAND HILL 0.6 FT N. OF FENCE, 1 FT W. OF A
 ML0127'WITNESS POST.  SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 ML0127'FT, USC AND GS STANDARD DISK STAMPED---M 310 1950---.  (THIS MARK IS
 ML0127'1.0 MI E. OF BM N - 310)  AZIMUTH TO WINDMILL NNE. ABOUT 1.0 MI
 ML0127'DISTANT--N 41 DEG 25 MIN 10 SEC E.  AZIMUTH TO METAL CUPOLA ON FARM
 ML0127'BLDG. SSW. ABOUT 1.0 MI DISTANT--S 27 DEG 55 MIN 55 SEC W.
 ML0127
 ML0127                          STATION RECOVERY (1950)
 ML0127
 ML0127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0127'9.3 MI NW FROM SPALDING.
 ML0127'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION
 ML0127'OF STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE
 ML0127'NORTH ALONG A GRAVELED ROAD, THENCE 3.2 MILES NORTHWEST ALONG A
 ML0127'SAND ROAD, 200 FEET EAST OF THE TOP OF A SAND HILL, 51 FEET
 ML0127'SOUTH OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTHEAST OF THE
 ML0127'CENTER LINE OF A ROAD AROUND THE SOUTH SIDE OF THE HILL, 0.6
 ML0127'FOOT NORTH OF A FENCE, 1.0 FEET WEST OF A WITNESS POST, SET
 ML0127'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0127'THE GROUND.  NOTE-- THIS MARK IS 1.0 MILE EAST OF BENCH MARK
 ML0127'N 310.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1674 ***********************************************************************
 MK1674  DESIGNATION -  M 311 RESET
 MK1674  PID         -  MK1674
 MK1674  STATE/COUNTY-  NE/BOONE
 MK1674  USGS QUAD   -  CLOSTER SE (1985)
 MK1674
 MK1674                         *CURRENT SURVEY CONTROL
 MK1674  ___________________________________________________________________
 MK1674* NAD 83(1986)-  41 51 31.     (N)    097 49 58.     (W)     SCALED    
 MK1674* NAVD 88     -       574.76   (meters)    1885.7    (feet)  RESET     
 MK1674  ___________________________________________________________________
 MK1674  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 MK1674
 MK1674  VERT ORDER  -  THIRD
 MK1674
 MK1674.The horizontal coordinates were scaled from a topographic map and have
 MK1674.an estimated accuracy of +/- 6 seconds.
 MK1674
 MK1674.The orthometric height was computed from unverified reset data.
 MK1674
 MK1674.The geoid height was determined by GEOID03.
 MK1674
 MK1674;                    North         East    Units  Estimated Accuracy
 MK1674;SPC NE       -   227,110.      679,880.      MT  (+/- 180 meters Scaled)
 MK1674
 MK1674                          SUPERSEDED SURVEY CONTROL
 MK1674
 MK1674.No superseded survey control is available for this station.
 MK1674
 MK1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM968347(NAD 83)
 MK1674_MARKER: DB = BENCH MARK DISK
 MK1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1674_STAMPING: M 311 RESET 1971
 MK1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1674+STABILITY: SURFACE MOTION
 MK1674
 MK1674  HISTORY     - Date     Condition        Report By
 MK1674  HISTORY     - 1971     MONUMENTED       NGS
 MK1674
 MK1674                          STATION DESCRIPTION
 MK1674
 MK1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MK1674'13 MI S FROM TILDEN.
 MK1674'13.05 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 MK1674'U.S. HIGHWAY 275 AND STATE HIGHWAY 39 AT THE NORTH EDGE OF TILDEN,
 MK1674'IN THE NORTHEAST ANGLE OF A CROSS ROAD INTERSECTION, 94 FEET NORTH
 MK1674'OF THE CENTER OF STATE HIGHWAY 32, 85 FEET EAST OF THE CENTER OF
 MK1674'STATE HIGHWAY 39, 48 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 MK1674'OF A GARAGE, 3 FEET SOUTH OF A METAL WITNESS POST, SET IN TOP OF
 MK1674'A 12-INCH CYLINDDHCAL CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 MK1674'THIS MARK IS 1.219 METER HIGHER THAN THE ORIGINAL BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1694 ***********************************************************************
 MK1694  DESIGNATION -  M 312
 MK1694  PID         -  MK1694
 MK1694  STATE/COUNTY-  NE/BOONE
 MK1694  USGS QUAD   -  CLOSTER SW (1985)
 MK1694
 MK1694                         *CURRENT SURVEY CONTROL
 MK1694  ___________________________________________________________________
 MK1694* NAD 83(1986)-  41 49 44.     (N)    097 54 41.     (W)     SCALED    
 MK1694* NAVD 88     -       595.767  (meters)    1954.61   (feet)  ADJUSTED  
 MK1694  ___________________________________________________________________
 MK1694  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 MK1694  DYNAMIC HT  -         595.517 (meters)    1953.79  (feet)  COMP
 MK1694  MODELED GRAV-     980,182.5   (mgal)                       NAVD 88
 MK1694
 MK1694  VERT ORDER  -  SECOND    CLASS 0
 MK1694
 MK1694.The horizontal coordinates were scaled from a topographic map and have
 MK1694.an estimated accuracy of +/- 6 seconds.
 MK1694
 MK1694.The orthometric height was determined by differential leveling
 MK1694.and adjusted by the National Geodetic Survey in June 1991..
 MK1694
 MK1694.The geoid height was determined by GEOID03.
 MK1694
 MK1694.The dynamic height is computed by dividing the NAVD 88
 MK1694.geopotential number by the normal gravity value computed on the
 MK1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1694.degrees latitude (g = 980.6199 gals.).
 MK1694
 MK1694.The modeled gravity was interpolated from observed gravity values.
 MK1694
 MK1694;                    North         East    Units  Estimated Accuracy
 MK1694;SPC NE       -   223,650.      673,430.      MT  (+/- 180 meters Scaled)
 MK1694
 MK1694                          SUPERSEDED SURVEY CONTROL
 MK1694
 MK1694  NGVD 29 (??/??/92)  595.554  (m)         1953.91   (f) ADJ UNCH    2 0
 MK1694
 MK1694.Superseded values are not recommended for survey control.
 MK1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1694.See file dsdata.txt to determine how the superseded data were derived.
 MK1694
 MK1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM903313(NAD 83)
 MK1694_MARKER: DB = BENCH MARK DISK
 MK1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1694_STAMPING: M 312 1950
 MK1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1694+STABILITY: SURFACE MOTION
 MK1694
 MK1694  HISTORY     - Date     Condition        Report By
 MK1694  HISTORY     - 1950     MONUMENTED       CGS
 MK1694  HISTORY     - 1989     GOOD             LOCSUR
 MK1694
 MK1694                          STATION DESCRIPTION
 MK1694
 MK1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1694'10.6 MI E FROM PETERSBURG.
 MK1694'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER
 MK1694'AT PETERSBURG, THENCE 4.9 MILES EAST ALONG A GRAVELED ROAD,
 MK1694'THENCE 1.5 MILES SOUTH ALONG A DIRT ROAD, THENCE 3.9 MILES EAST
 MK1694'ALONG A DIRT ROAD, 400 FEET WEST OF A T ROAD JUNCTION, AT THE TOP
 MK1694'OF A HILL, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 21 FEET
 MK1694'WEST OF THE CENTER OF A GATE, 1 FOOT SOUTH OF A FENCE, 3.5 FEET
 MK1694'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1694'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1694
 MK1694                          STATION RECOVERY (1989)
 MK1694
 MK1694'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1650 ***********************************************************************
 MK1650  DESIGNATION -  M 313
 MK1650  PID         -  MK1650
 MK1650  STATE/COUNTY-  NE/BOONE
 MK1650  USGS QUAD   -  ST EDWARD (1985)
 MK1650
 MK1650                         *CURRENT SURVEY CONTROL
 MK1650  ___________________________________________________________________
 MK1650* NAD 83(1986)-  41 35 12.     (N)    097 52 30.     (W)     SCALED    
 MK1650* NAVD 88     -       511.316  (meters)    1677.54   (feet)  ADJUSTED  
 MK1650  ___________________________________________________________________
 MK1650  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 MK1650  DYNAMIC HT  -         511.096 (meters)    1676.82  (feet)  COMP
 MK1650  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 MK1650
 MK1650  VERT ORDER  -  SECOND    CLASS 0
 MK1650
 MK1650.The horizontal coordinates were scaled from a topographic map and have
 MK1650.an estimated accuracy of +/- 6 seconds.
 MK1650
 MK1650.The orthometric height was determined by differential leveling
 MK1650.and adjusted by the National Geodetic Survey in June 1991..
 MK1650
 MK1650.The geoid height was determined by GEOID03.
 MK1650
 MK1650.The dynamic height is computed by dividing the NAVD 88
 MK1650.geopotential number by the normal gravity value computed on the
 MK1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1650.degrees latitude (g = 980.6199 gals.).
 MK1650
 MK1650.The modeled gravity was interpolated from observed gravity values.
 MK1650
 MK1650;                    North         East    Units  Estimated Accuracy
 MK1650;SPC NE       -   196,840.      677,110.      MT  (+/- 180 meters Scaled)
 MK1650
 MK1650                          SUPERSEDED SURVEY CONTROL
 MK1650
 MK1650  NGVD 29 (??/??/92)  511.112  (m)         1676.87   (f) ADJ UNCH    2 0
 MK1650
 MK1650.Superseded values are not recommended for survey control.
 MK1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1650.See file dsdata.txt to determine how the superseded data were derived.
 MK1650
 MK1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM937044(NAD 83)
 MK1650_MARKER: DB = BENCH MARK DISK
 MK1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1650_STAMPING: M 313 1950
 MK1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1650+STABILITY: SURFACE MOTION
 MK1650
 MK1650  HISTORY     - Date     Condition        Report By
 MK1650  HISTORY     - 1950     MONUMENTED       CGS
 MK1650
 MK1650                          STATION DESCRIPTION
 MK1650
 MK1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1650'1.2 MI NW FROM ST EDWARD.
 MK1650'1.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK1650'STATION AT ST. EDWARD, AT A PRIVATE ROAD CROSSING, 45 FEET
 MK1650'NORTHEAST OF THE NORTHEAST RAIL, 104 FEET NORTH OF THE CENTER
 MK1650'OF THE ROAD CROSSING, 29 FEET NORTHWEST OF THE CENTER LINE OF
 MK1650'THE ROAD, 24 FEET NORTH OF THE 5TH POLE SOUTHEAST OF MILEPOST
 MK1650'24, 1.3 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS
 MK1650'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1650'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0936 ***********************************************************************
 ML0936  DESIGNATION -  M 314
 ML0936  PID         -  ML0936
 ML0936  STATE/COUNTY-  NE/BLAINE
 ML0936  USGS QUAD   -  BREWSTER SW (1974)
 ML0936
 ML0936                         *CURRENT SURVEY CONTROL
 ML0936  ___________________________________________________________________
 ML0936* NAD 83(1986)-  41 49 35.     (N)    099 58 34.     (W)     SCALED    
 ML0936* NAVD 88     -       788.214  (meters)    2586.00   (feet)  ADJUSTED  
 ML0936  ___________________________________________________________________
 ML0936  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 ML0936  DYNAMIC HT  -         787.816 (meters)    2584.69  (feet)  COMP
 ML0936  MODELED GRAV-     980,091.7   (mgal)                       NAVD 88
 ML0936
 ML0936  VERT ORDER  -  SECOND    CLASS 0
 ML0936
 ML0936.The horizontal coordinates were scaled from a topographic map and have
 ML0936.an estimated accuracy of +/- 6 seconds.
 ML0936
 ML0936.The orthometric height was determined by differential leveling
 ML0936.and adjusted by the National Geodetic Survey in June 1991..
 ML0936
 ML0936.The geoid height was determined by GEOID03.
 ML0936
 ML0936.The dynamic height is computed by dividing the NAVD 88
 ML0936.geopotential number by the normal gravity value computed on the
 ML0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0936.degrees latitude (g = 980.6199 gals.).
 ML0936
 ML0936.The modeled gravity was interpolated from observed gravity values.
 ML0936
 ML0936;                    North         East    Units  Estimated Accuracy
 ML0936;SPC NE       -   221,280.      501,980.      MT  (+/- 180 meters Scaled)
 ML0936
 ML0936                          SUPERSEDED SURVEY CONTROL
 ML0936
 ML0936  NGVD 29 (??/??/92)  787.926  (m)         2585.05   (f) ADJ UNCH    2 0
 ML0936
 ML0936.Superseded values are not recommended for survey control.
 ML0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0936.See file dsdata.txt to determine how the superseded data were derived.
 ML0936
 ML0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM189309(NAD 83)
 ML0936_MARKER: DB = BENCH MARK DISK
 ML0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0936_STAMPING: M 314 1950
 ML0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0936+STABILITY: SURFACE MOTION
 ML0936
 ML0936  HISTORY     - Date     Condition        Report By
 ML0936  HISTORY     - 1950     MONUMENTED       CGS
 ML0936
 ML0936                          STATION DESCRIPTION
 ML0936
 ML0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0936'8.9 MI E FROM DUNNING.
 ML0936'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0936'RAILROAD FROM THE STATION AT DUNNING, THENCE 3.3 MILES EAST
 ML0936'ALONG A WINDING SAND ROAD, THENCE 1.0 MILE EAST ALONG A TELEPHONE
 ML0936'LINE, THENCE 2.3 MILES EAST ALONG A SAND ROAD, THENCE 0.4 MILE
 ML0936'NORTH ALONG A SAND ROAD, THENCE 0.8 MILE NORTHWEST ALONG A SAND
 ML0936'ROAD, 68 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.2
 ML0936'FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET SOUTH OF A FENCE,
 ML0936'1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0936'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK
 ML0936'IS 0.5 MILE SOUTH OF BENCH MARK TT 29 MF (U.S.G.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0861 ***********************************************************************
 LH0861  DESIGNATION -  M 315
 LH0861  PID         -  LH0861
 LH0861  STATE/COUNTY-  NE/DAWSON
 LH0861  USGS QUAD   -  SUMNER (1962)
 LH0861
 LH0861                         *CURRENT SURVEY CONTROL
 LH0861  ___________________________________________________________________
 LH0861* NAD 83(1986)-  40 57 27.     (N)    099 32 47.     (W)     SCALED    
 LH0861* NAVD 88     -       728.261  (meters)    2389.30   (feet)  ADJUSTED  
 LH0861  ___________________________________________________________________
 LH0861  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 LH0861  DYNAMIC HT  -         727.848 (meters)    2387.95  (feet)  COMP
 LH0861  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 LH0861
 LH0861  VERT ORDER  -  SECOND    CLASS 0
 LH0861
 LH0861.The horizontal coordinates were scaled from a topographic map and have
 LH0861.an estimated accuracy of +/- 6 seconds.
 LH0861
 LH0861.The orthometric height was determined by differential leveling
 LH0861.and adjusted by the National Geodetic Survey in June 1991..
 LH0861
 LH0861.The geoid height was determined by GEOID03.
 LH0861
 LH0861.The dynamic height is computed by dividing the NAVD 88
 LH0861.geopotential number by the normal gravity value computed on the
 LH0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0861.degrees latitude (g = 980.6199 gals.).
 LH0861
 LH0861.The modeled gravity was interpolated from observed gravity values.
 LH0861
 LH0861;                    North         East    Units  Estimated Accuracy
 LH0861;SPC NE       -   124,910.      538,180.      MT  (+/- 180 meters Scaled)
 LH0861
 LH0861                          SUPERSEDED SURVEY CONTROL
 LH0861
 LH0861  NGVD 29 (??/??/92)  727.991  (m)         2388.42   (f) ADJ UNCH    2 0
 LH0861
 LH0861.Superseded values are not recommended for survey control.
 LH0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0861.See file dsdata.txt to determine how the superseded data were derived.
 LH0861
 LH0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML540341(NAD 83)
 LH0861_MARKER: DB = BENCH MARK DISK
 LH0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0861_STAMPING: M 315 1950
 LH0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0861+STABILITY: SURFACE MOTION
 LH0861
 LH0861  HISTORY     - Date     Condition        Report By
 LH0861  HISTORY     - 1950     MONUMENTED       CGS
 LH0861  HISTORY     - 1983     GOOD             LOCSUR
 LH0861
 LH0861                          STATION DESCRIPTION
 LH0861
 LH0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0861'2.1 MI W FROM SUMNER.
 LH0861'2.1 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 LH0861'UNION PACIFIC RAILWAY STATION AT SUMNER, AT A PRIVATE ROAD
 LH0861'CROSSING, 46 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 34 FEET
 LH0861'NORTH OF THE CENTER LINE OF NEBRASKA STATE HIGHWAY NO. 40,
 LH0861'32 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING NORTH,
 LH0861'1.7 FEET NORTH OF A RIGHT OF WAY FENCE, 1.7 FEET WEST OF A
 LH0861'REFERENCE POST, AND SET IN THE TOP OF 5.4 FOOT CONCRETE POST
 LH0861'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LH0861
 LH0861                          STATION RECOVERY (1983)
 LH0861
 LH0861'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0832 ***********************************************************************
 LH0832  DESIGNATION -  M 316
 LH0832  PID         -  LH0832
 LH0832  STATE/COUNTY-  NE/DAWSON
 LH0832  USGS QUAD   -  BUFFALO (1962)
 LH0832
 LH0832                         *CURRENT SURVEY CONTROL
 LH0832  ___________________________________________________________________
 LH0832* NAD 83(1986)-  40 59 20.     (N)    099 45 24.     (W)     SCALED    
 LH0832* NAVD 88     -       786.448  (meters)    2580.20   (feet)  ADJUSTED  
 LH0832  ___________________________________________________________________
 LH0832  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 LH0832  DYNAMIC HT  -         785.992 (meters)    2578.71  (feet)  COMP
 LH0832  MODELED GRAV-     980,018.0   (mgal)                       NAVD 88
 LH0832
 LH0832  VERT ORDER  -  SECOND    CLASS 0
 LH0832
 LH0832.The horizontal coordinates were scaled from a topographic map and have
 LH0832.an estimated accuracy of +/- 6 seconds.
 LH0832
 LH0832.The orthometric height was determined by differential leveling
 LH0832.and adjusted by the National Geodetic Survey in June 1991..
 LH0832
 LH0832.The geoid height was determined by GEOID03.
 LH0832
 LH0832.The dynamic height is computed by dividing the NAVD 88
 LH0832.geopotential number by the normal gravity value computed on the
 LH0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0832.degrees latitude (g = 980.6199 gals.).
 LH0832
 LH0832.The modeled gravity was interpolated from observed gravity values.
 LH0832
 LH0832;                    North         East    Units  Estimated Accuracy
 LH0832;SPC NE       -   128,330.      520,470.      MT  (+/- 180 meters Scaled)
 LH0832
 LH0832                          SUPERSEDED SURVEY CONTROL
 LH0832
 LH0832  NGVD 29 (??/??/92)  786.147  (m)         2579.22   (f) ADJ UNCH    2 0
 LH0832
 LH0832.Superseded values are not recommended for survey control.
 LH0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0832.See file dsdata.txt to determine how the superseded data were derived.
 LH0832
 LH0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML363377(NAD 83)
 LH0832_MARKER: DB = BENCH MARK DISK
 LH0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0832_STAMPING: M 316 1950
 LH0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0832+STABILITY: SURFACE MOTION
 LH0832
 LH0832  HISTORY     - Date     Condition        Report By
 LH0832  HISTORY     - 1950     MONUMENTED       CGS
 LH0832
 LH0832                          STATION DESCRIPTION
 LH0832
 LH0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0832'11.5 MI S FROM OCONTO.
 LH0832'11.5 MILES SOUTH ALONG NEBRASKA STATE HIGHWAY NO. 21 FROM THE
 LH0832'POST OFFICE AT OCONTO, EAST OF AND AT THE FOOT OF A SMALL BLUFF,
 LH0832'95 YARDS (PACED) EAST OF A LONE ELM TREE WHICH SETS IN THE BOTTOM
 LH0832'OF A WASH, 67 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LH0832'28.7 FEET WEST OF THE ROAD RIGHT OF WAY FENCE, 1.7 FEET NORTH
 LH0832'OF A SECTION LINE FENCE, 1.3 FEET EAST OF A REFERENCE POST,
 LH0832'AND SET IN THE TOP OF A 5.6 FOOT CONCRETE POST PROJECTING
 LH0832'0.6 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 1.0 MILE
 LH0832'NORTH OF BENCH MARK G 60 1934 AND 14.8 MILES NORTH OF LEXINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0276 ***********************************************************************
 MM0276  DESIGNATION -  M 317
 MM0276  PID         -  MM0276
 MM0276  STATE/COUNTY-  NE/CUSTER
 MM0276  USGS QUAD   -  MURPHY TABLE (1972)
 MM0276
 MM0276                         *CURRENT SURVEY CONTROL
 MM0276  ___________________________________________________________________
 MM0276* NAD 83(1986)-  41 21 50.     (N)    100 00 55.     (W)     SCALED    
 MM0276* NAVD 88     -       796.211  (meters)    2612.24   (feet)  ADJUSTED  
 MM0276  ___________________________________________________________________
 MM0276  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 MM0276  DYNAMIC HT  -         795.778 (meters)    2610.82  (feet)  COMP
 MM0276  MODELED GRAV-     980,052.8   (mgal)                       NAVD 88
 MM0276
 MM0276  VERT ORDER  -  SECOND    CLASS 0
 MM0276
 MM0276.The horizontal coordinates were scaled from a topographic map and have
 MM0276.an estimated accuracy of +/- 6 seconds.
 MM0276
 MM0276.The orthometric height was determined by differential leveling
 MM0276.and adjusted by the National Geodetic Survey in June 1991..
 MM0276
 MM0276.The geoid height was determined by GEOID03.
 MM0276
 MM0276.The dynamic height is computed by dividing the NAVD 88
 MM0276.geopotential number by the normal gravity value computed on the
 MM0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0276.degrees latitude (g = 980.6199 gals.).
 MM0276
 MM0276.The modeled gravity was interpolated from observed gravity values.
 MM0276
 MM0276;                    North         East    Units  Estimated Accuracy
 MM0276;SPC NE       -   169,930.      498,720.      MT  (+/- 180 meters Scaled)
 MM0276
 MM0276                          SUPERSEDED SURVEY CONTROL
 MM0276
 MM0276  NGVD 29 (??/??/92)  795.961  (m)         2611.42   (f) ADJ UNCH    2 0
 MM0276
 MM0276.Superseded values are not recommended for survey control.
 MM0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0276.See file dsdata.txt to determine how the superseded data were derived.
 MM0276
 MM0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML150796(NAD 83)
 MM0276_MARKER: DB = BENCH MARK DISK
 MM0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0276_STAMPING: M 317 1950
 MM0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0276+STABILITY: SURFACE MOTION
 MM0276
 MM0276  HISTORY     - Date     Condition        Report By
 MM0276  HISTORY     - 1950     MONUMENTED       CGS
 MM0276
 MM0276                          STATION DESCRIPTION
 MM0276
 MM0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MM0276'12.8 MI SE FROM ARNOLD.
 MM0276'3.0 MILES EAST ALONG U.S. HIGHWAY NO. 83 AND NEBRASKA STATE
 MM0276'HIGHWAY NO. 92 FROM THE UNION PACIFIC RAILWAY STATION AT ARNOLD,
 MM0276'THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.1 MILES
 MM0276'SOUTHEAST ALONG A GRADED GRAVELED ROAD, THENCE 1.15 MILES EAST
 MM0276'ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG A GRAVELED
 MM0276'ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 MM0276'NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A
 MM0276'GRAVELED ROAD, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 MM0276'1.35 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTH ALONG
 MM0276'A GRAVELED ROAD, THENCE 0.6 MILE EAST ALONG A GRAVELED ROAD,
 MM0276'99 YARDS (PACED) EAST OF A SMALL WOODEN BRIDGE, 38 FEET SOUTH OF
 MM0276'THE CENTER LINE OF THE ROAD, 27.6 FEET SOUTHWEST OF A TELEPHONE
 MM0276'POLE, 5.7 FEET SOUTH OF THE ROAD RIGHT OF WAY FENCE, 1.3 FEET
 MM0276'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5 FOOT CONCRETE
 MM0276'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0596 ***********************************************************************
 ML0596  DESIGNATION -  M 318
 ML0596  PID         -  ML0596
 ML0596  STATE/COUNTY-  NE/CUSTER
 ML0596  USGS QUAD   -  SARGENT WEST (1978)
 ML0596
 ML0596                         *CURRENT SURVEY CONTROL
 ML0596  ___________________________________________________________________
 ML0596* NAD 83(1986)-  41 39 15.     (N)    099 24 15.     (W)     SCALED    
 ML0596* NAVD 88     -       714.067  (meters)    2342.73   (feet)  ADJUSTED  
 ML0596  ___________________________________________________________________
 ML0596  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 ML0596  DYNAMIC HT  -         713.712 (meters)    2341.57  (feet)  COMP
 ML0596  MODELED GRAV-     980,102.0   (mgal)                       NAVD 88
 ML0596
 ML0596  VERT ORDER  -  SECOND    CLASS 0
 ML0596
 ML0596.The horizontal coordinates were scaled from a topographic map and have
 ML0596.an estimated accuracy of +/- 6 seconds.
 ML0596
 ML0596.The orthometric height was determined by differential leveling
 ML0596.and adjusted by the National Geodetic Survey in June 1991..
 ML0596
 ML0596.The geoid height was determined by GEOID03.
 ML0596
 ML0596.The dynamic height is computed by dividing the NAVD 88
 ML0596.geopotential number by the normal gravity value computed on the
 ML0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0596.degrees latitude (g = 980.6199 gals.).
 ML0596
 ML0596.The modeled gravity was interpolated from observed gravity values.
 ML0596
 ML0596;                    North         East    Units  Estimated Accuracy
 ML0596;SPC NE       -   202,330.      549,610.      MT  (+/- 180 meters Scaled)
 ML0596
 ML0596                          SUPERSEDED SURVEY CONTROL
 ML0596
 ML0596  NGVD 29 (??/??/92)  713.811  (m)         2341.89   (f) ADJ UNCH    2 0
 ML0596
 ML0596.Superseded values are not recommended for survey control.
 ML0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0596.See file dsdata.txt to determine how the superseded data were derived.
 ML0596
 ML0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM663114(NAD 83)
 ML0596_MARKER: DB = BENCH MARK DISK
 ML0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0596_STAMPING: M 318 1950
 ML0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0596+STABILITY: SURFACE MOTION
 ML0596
 ML0596  HISTORY     - Date     Condition        Report By
 ML0596  HISTORY     - 1950     MONUMENTED       CGS
 ML0596
 ML0596                          STATION DESCRIPTION
 ML0596
 ML0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0596'2.8 MI NW FROM SARGENT.
 ML0596'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0596'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 ML0596'1.0 MILE WEST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION,
 ML0596'155 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 26 FEET
 ML0596'WEST OF THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, 14.4
 ML0596'FEET NORTH OF A 15 INCH WALNUT TREE, 1.6 FEET WEST OF A FENCE,
 ML0596'1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0596'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0984 ***********************************************************************
 ML0984  DESIGNATION -  M 319
 ML0984  PID         -  ML0984
 ML0984  STATE/COUNTY-  NE/LOUP
 ML0984  USGS QUAD   -  ALMERIA (1978)
 ML0984
 ML0984                         *CURRENT SURVEY CONTROL
 ML0984  ___________________________________________________________________
 ML0984* NAD 83(1986)-  41 49 42.     (N)    099 34 02.     (W)     SCALED    
 ML0984* NAVD 88     -       742.131  (meters)    2434.81   (feet)  ADJUSTED  
 ML0984  ___________________________________________________________________
 ML0984  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 ML0984  DYNAMIC HT  -         741.773 (meters)    2433.63  (feet)  COMP
 ML0984  MODELED GRAV-     980,115.3   (mgal)                       NAVD 88
 ML0984
 ML0984  VERT ORDER  -  SECOND    CLASS 0
 ML0984
 ML0984.The horizontal coordinates were scaled from a topographic map and have
 ML0984.an estimated accuracy of +/- 6 seconds.
 ML0984
 ML0984.The orthometric height was determined by differential leveling
 ML0984.and adjusted by the National Geodetic Survey in June 1991..
 ML0984
 ML0984.The geoid height was determined by GEOID03.
 ML0984
 ML0984.The dynamic height is computed by dividing the NAVD 88
 ML0984.geopotential number by the normal gravity value computed on the
 ML0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0984.degrees latitude (g = 980.6199 gals.).
 ML0984
 ML0984.The modeled gravity was interpolated from observed gravity values.
 ML0984
 ML0984;                    North         East    Units  Estimated Accuracy
 ML0984;SPC NE       -   221,590.      535,940.      MT  (+/- 180 meters Scaled)
 ML0984
 ML0984                          SUPERSEDED SURVEY CONTROL
 ML0984
 ML0984  NGVD 29 (??/??/92)  741.862  (m)         2433.93   (f) ADJ UNCH    2 0
 ML0984
 ML0984.Superseded values are not recommended for survey control.
 ML0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0984.See file dsdata.txt to determine how the superseded data were derived.
 ML0984
 ML0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM528308(NAD 83)
 ML0984_MARKER: DB = BENCH MARK DISK
 ML0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0984_STAMPING: M 319 1950
 ML0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0984+STABILITY: SURFACE MOTION
 ML0984
 ML0984  HISTORY     - Date     Condition        Report By
 ML0984  HISTORY     - 1950     MONUMENTED       CGS
 ML0984
 ML0984                          STATION DESCRIPTION
 ML0984
 ML0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0984'2.5 MI W FROM ALMERIA.
 ML0984'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0984'ALMERIA, AT A JUNCTION WITH A ROAD LEADING WEST, 270 FEET
 ML0984'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 68 FEET NORTHWEST
 ML0984'OF THE CENTER LINE OF A DIRT ROAD LEADING WEST, 47 FEET WEST
 ML0984'OF THE CENTER LINE OF AN ABANDONED ROAD GRADE, 37 FEET NORTH OF
 ML0984'A FENCE CORNER, 1.7 FEET WEST OF A FENCE, 1 FOOT SOUTH OF A
 ML0984'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0984'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0847 ***********************************************************************
 LH0847  DESIGNATION -  M 320
 LH0847  PID         -  LH0847
 LH0847  STATE/COUNTY-  NE/DAWSON
 LH0847  USGS QUAD   -  BUFFALO (1962)
 LH0847
 LH0847                         *CURRENT SURVEY CONTROL
 LH0847  ___________________________________________________________________
 LH0847* NAD 83(1986)-  40 58 29.     (N)    099 50 42.     (W)     SCALED    
 LH0847* NAVD 88     -       786.965  (meters)    2581.90   (feet)  ADJUSTED  
 LH0847  ___________________________________________________________________
 LH0847  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 LH0847  DYNAMIC HT  -         786.507 (meters)    2580.40  (feet)  COMP
 LH0847  MODELED GRAV-     980,015.8   (mgal)                       NAVD 88
 LH0847
 LH0847  VERT ORDER  -  SECOND    CLASS 0
 LH0847
 LH0847.The horizontal coordinates were scaled from a topographic map and have
 LH0847.an estimated accuracy of +/- 6 seconds.
 LH0847
 LH0847.The orthometric height was determined by differential leveling
 LH0847.and adjusted by the National Geodetic Survey in June 1991..
 LH0847
 LH0847.The geoid height was determined by GEOID03.
 LH0847
 LH0847.The dynamic height is computed by dividing the NAVD 88
 LH0847.geopotential number by the normal gravity value computed on the
 LH0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0847.degrees latitude (g = 980.6199 gals.).
 LH0847
 LH0847.The modeled gravity was interpolated from observed gravity values.
 LH0847
 LH0847;                    North         East    Units  Estimated Accuracy
 LH0847;SPC NE       -   126,740.      513,040.      MT  (+/- 180 meters Scaled)
 LH0847
 LH0847                          SUPERSEDED SURVEY CONTROL
 LH0847
 LH0847  NGVD 29 (??/??/92)  786.664  (m)         2580.91   (f) ADJ UNCH    2 0
 LH0847
 LH0847.Superseded values are not recommended for survey control.
 LH0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0847.See file dsdata.txt to determine how the superseded data were derived.
 LH0847
 LH0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML289362(NAD 83)
 LH0847_MARKER: DB = BENCH MARK DISK
 LH0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0847_STAMPING: M 320 1950
 LH0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0847+STABILITY: SURFACE MOTION
 LH0847
 LH0847  HISTORY     - Date     Condition        Report By
 LH0847  HISTORY     - 1950     MONUMENTED       CGS
 LH0847
 LH0847                          STATION DESCRIPTION
 LH0847
 LH0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0847'1.7 MI SE FROM BUFFALO.
 LH0847'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LH0847'BUFFALO, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.0
 LH0847'MILE SOUTH ALONG A GRAVELED ROAD, 0.5 MILE SOUTH OF DISTRICT
 LH0847'44 SCHOOLHOUSE, 69 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LH0847'37 FEET WEST OF A FENCE, 1.2 FEET SOUTH OF AN EAST AND WEST
 LH0847'FENCE, 1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 LH0847'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0525 ***********************************************************************
 LH0525  DESIGNATION -  M 321
 LH0525  PID         -  LH0525
 LH0525  STATE/COUNTY-  NE/BUFFALO
 LH0525  USGS QUAD   -  ALFALFA CENTER (1974)
 LH0525
 LH0525                         *CURRENT SURVEY CONTROL
 LH0525  ___________________________________________________________________
 LH0525* NAD 83(1986)-  40 41 40.     (N)    099 11 53.     (W)     SCALED    
 LH0525* NAVD 88     -       671.154  (meters)    2201.94   (feet)  ADJUSTED  
 LH0525  ___________________________________________________________________
 LH0525  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 LH0525  DYNAMIC HT  -         670.770 (meters)    2200.68  (feet)  COMP
 LH0525  MODELED GRAV-     980,029.9   (mgal)                       NAVD 88
 LH0525
 LH0525  VERT ORDER  -  FIRST     CLASS II
 LH0525
 LH0525.The horizontal coordinates were scaled from a topographic map and have
 LH0525.an estimated accuracy of +/- 6 seconds.
 LH0525
 LH0525.The orthometric height was determined by differential leveling
 LH0525.and adjusted by the National Geodetic Survey in June 1991..
 LH0525
 LH0525.The geoid height was determined by GEOID03.
 LH0525
 LH0525.The dynamic height is computed by dividing the NAVD 88
 LH0525.geopotential number by the normal gravity value computed on the
 LH0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0525.degrees latitude (g = 980.6199 gals.).
 LH0525
 LH0525.The modeled gravity was interpolated from observed gravity values.
 LH0525
 LH0525;                    North         East    Units  Estimated Accuracy
 LH0525;SPC NE       -    95,920.      567,770.      MT  (+/- 180 meters Scaled)
 LH0525
 LH0525                          SUPERSEDED SURVEY CONTROL
 LH0525
 LH0525  NGVD 29 (02/14/92)  670.895  (m)         2201.09   (f) ADJUSTED    1 2
 LH0525
 LH0525.Superseded values are not recommended for survey control.
 LH0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0525.See file dsdata.txt to determine how the superseded data were derived.
 LH0525
 LH0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML832048(NAD 83)
 LH0525_MARKER: DB = BENCH MARK DISK
 LH0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0525_SP_SET: CONCRETE POST
 LH0525_STAMPING: M 321 1950
 LH0525_MARK LOGO: CGS   
 LH0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0525+STABILITY: SURFACE MOTION
 LH0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0525+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0525
 LH0525  HISTORY     - Date     Condition        Report By
 LH0525  HISTORY     - 1950     MONUMENTED       CGS
 LH0525  HISTORY     - 19910923 GOOD             NGS
 LH0525
 LH0525                          STATION DESCRIPTION
 LH0525
 LH0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0525'6.2 MI W FROM KEARNEY.
 LH0525'6.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0525'AT KEARNEY, AT A ROAD CROSSING, 10 POLES WEST OF MILEPOST 195,
 LH0525'70 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF TRACKS,
 LH0525'47 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 LH0525'15 FEET NORTH OF A FENCE, 14.5 FEET EAST OF A FENCE, 6 FEET
 LH0525'EAST OF THE 10TH POLE WEST OF MILEPOST 195, 1.8 FEET WEST OF A
 LH0525'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0525'0.5 FOOT ABOVE THE GROUND.
 LH0525
 LH0525                          STATION RECOVERY (1991)
 LH0525
 LH0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0525'9.7 KM (6.00 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0525'STATE HIGHWAY 44 IN KEARNEY, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG
 LH0525'A GRAVELED ROAD, 20.8 M (68.2 FT) SOUTH OF THE NEAR RAIL OF THE UNION
 LH0525'PACIFIC RAILROAD, 19.3 M (63.3 FT) EAST OF THE ROAD CENTER, 4.9 M
 LH0525'(16.1 FT) NORTH OF A UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 LH0525'THE ROAD, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 LH0525'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0308 ***********************************************************************
 ML0308  DESIGNATION -  M 322
 ML0308  PID         -  ML0308
 ML0308  STATE/COUNTY-  NE/SHERMAN
 ML0308  USGS QUAD   -  LOUP CITY SE (1978)
 ML0308
 ML0308                         *CURRENT SURVEY CONTROL
 ML0308  ___________________________________________________________________
 ML0308* NAD 83(1986)-  41 16 46.     (N)    098 50 04.     (W)     SCALED    
 ML0308* NAVD 88     -       635.444  (meters)    2084.79   (feet)  ADJUSTED  
 ML0308  ___________________________________________________________________
 ML0308  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 ML0308  DYNAMIC HT  -         635.117 (meters)    2083.71  (feet)  COMP
 ML0308  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 ML0308
 ML0308  VERT ORDER  -  FIRST     CLASS II
 ML0308
 ML0308.The horizontal coordinates were scaled from a topographic map and have
 ML0308.an estimated accuracy of +/- 6 seconds.
 ML0308
 ML0308.The orthometric height was determined by differential leveling
 ML0308.and adjusted by the National Geodetic Survey in June 1991..
 ML0308
 ML0308.The geoid height was determined by GEOID03.
 ML0308
 ML0308.The dynamic height is computed by dividing the NAVD 88
 ML0308.geopotential number by the normal gravity value computed on the
 ML0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0308.degrees latitude (g = 980.6199 gals.).
 ML0308
 ML0308.The modeled gravity was interpolated from observed gravity values.
 ML0308
 ML0308;                    North         East    Units  Estimated Accuracy
 ML0308;SPC NE       -   161,210.      597,610.      MT  (+/- 180 meters Scaled)
 ML0308
 ML0308                          SUPERSEDED SURVEY CONTROL
 ML0308
 ML0308  NGVD 29 (??/??/92)  635.197  (m)         2083.98   (f) ADJ UNCH    1 2
 ML0308
 ML0308.Superseded values are not recommended for survey control.
 ML0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0308.See file dsdata.txt to determine how the superseded data were derived.
 ML0308
 ML0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL138697(NAD 83)
 ML0308_MARKER: DB = BENCH MARK DISK
 ML0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0308_STAMPING: M 322 1950
 ML0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0308+STABILITY: SURFACE MOTION
 ML0308
 ML0308  HISTORY     - Date     Condition        Report By
 ML0308  HISTORY     - 1950     MONUMENTED       CGS
 ML0308
 ML0308                          STATION DESCRIPTION
 ML0308
 ML0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0308'3.1 MI NW FROM ASHTON.
 ML0308'3.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0308'RAILROAD FROM THE STATION AT ASHTON, AT A ROAD CROSSING, 11 RAILS
 ML0308'EAST OF CULVERT 32.15, 127 FEET NORTHWEST OF THE CENTER OF A
 ML0308'ROAD CROSSING, 44 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.3 FEET
 ML0308'SOUTH OF A RIGHT OF WAY FENCE, 1.6 FEET EAST OF A WITNESS POST,
 ML0308'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 ML0308'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0312 ***********************************************************************
 ML0312  DESIGNATION -  M 323
 ML0312  PID         -  ML0312
 ML0312  STATE/COUNTY-  NE/SHERMAN
 ML0312  USGS QUAD   -  ASHTON (1954)
 ML0312
 ML0312                         *CURRENT SURVEY CONTROL
 ML0312  ___________________________________________________________________
 ML0312* NAD 83(1986)-  41 14 50.     (N)    098 48 15.     (W)     SCALED    
 ML0312* NAVD 88     -       642.612  (meters)    2108.30   (feet)  ADJUSTED  
 ML0312  ___________________________________________________________________
 ML0312  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ML0312  DYNAMIC HT  -         642.283 (meters)    2107.22  (feet)  COMP
 ML0312  MODELED GRAV-     980,089.8   (mgal)                       NAVD 88
 ML0312
 ML0312  VERT ORDER  -  FIRST     CLASS II
 ML0312
 ML0312.The horizontal coordinates were scaled from a topographic map and have
 ML0312.an estimated accuracy of +/- 6 seconds.
 ML0312
 ML0312.The orthometric height was determined by differential leveling
 ML0312.and adjusted by the National Geodetic Survey in June 1991..
 ML0312
 ML0312.The geoid height was determined by GEOID03.
 ML0312
 ML0312.The dynamic height is computed by dividing the NAVD 88
 ML0312.geopotential number by the normal gravity value computed on the
 ML0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0312.degrees latitude (g = 980.6199 gals.).
 ML0312
 ML0312.The modeled gravity was interpolated from observed gravity values.
 ML0312
 ML0312;                    North         East    Units  Estimated Accuracy
 ML0312;SPC NE       -   157,670.      600,200.      MT  (+/- 180 meters Scaled)
 ML0312
 ML0312                          SUPERSEDED SURVEY CONTROL
 ML0312
 ML0312  NGVD 29 (??/??/92)  642.366  (m)         2107.50   (f) ADJ UNCH    1 2
 ML0312
 ML0312.Superseded values are not recommended for survey control.
 ML0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0312.See file dsdata.txt to determine how the superseded data were derived.
 ML0312
 ML0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL164662(NAD 83)
 ML0312_MARKER: DB = BENCH MARK DISK
 ML0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0312_STAMPING: M 323 1950
 ML0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0312+STABILITY: SURFACE MOTION
 ML0312
 ML0312  HISTORY     - Date     Condition        Report By
 ML0312  HISTORY     - 1950     MONUMENTED       CGS
 ML0312
 ML0312                          STATION DESCRIPTION
 ML0312
 ML0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0312'0.8 MI W FROM ASHTON.
 ML0312'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ASHTON,
 ML0312'THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, THENCE 0.2 MILE SOUTH
 ML0312'ALONG A GRADED DIRT ROAD, AT THE TOP OF A STEEP HILL, 21 FEET
 ML0312'WEST OF THE CENTER LINE OF THE ROAD, 25.0 FEET NORTH OF THE
 ML0312'CENTER OF A WIRE GATE, 1.0 FOOT EAST OF A FENCE, 2.0 FEET SOUTH
 ML0312'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 ML0312'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0921 ***********************************************************************
 ML0921  DESIGNATION -  M 324
 ML0921  PID         -  ML0921
 ML0921  STATE/COUNTY-  NE/BLAINE
 ML0921  USGS QUAD   -  BREWSTER SE (1978)
 ML0921
 ML0921                         *CURRENT SURVEY CONTROL
 ML0921  ___________________________________________________________________
 ML0921* NAD 83(1986)-  41 47 44.     (N)    099 46 21.     (W)     SCALED    
 ML0921* NAVD 88     -       775.895  (meters)    2545.58   (feet)  ADJUSTED  
 ML0921  ___________________________________________________________________
 ML0921  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 ML0921  DYNAMIC HT  -         775.508 (meters)    2544.31  (feet)  COMP
 ML0921  MODELED GRAV-     980,097.9   (mgal)                       NAVD 88
 ML0921
 ML0921  VERT ORDER  -  SECOND    CLASS 0
 ML0921
 ML0921.The horizontal coordinates were scaled from a topographic map and have
 ML0921.an estimated accuracy of +/- 6 seconds.
 ML0921
 ML0921.The orthometric height was determined by differential leveling
 ML0921.and adjusted by the National Geodetic Survey in June 1991..
 ML0921
 ML0921.The geoid height was determined by GEOID03.
 ML0921
 ML0921.The dynamic height is computed by dividing the NAVD 88
 ML0921.geopotential number by the normal gravity value computed on the
 ML0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0921.degrees latitude (g = 980.6199 gals.).
 ML0921
 ML0921.The modeled gravity was interpolated from observed gravity values.
 ML0921
 ML0921;                    North         East    Units  Estimated Accuracy
 ML0921;SPC NE       -   217,880.      518,900.      MT  (+/- 180 meters Scaled)
 ML0921
 ML0921                          SUPERSEDED SURVEY CONTROL
 ML0921
 ML0921  NGVD 29 (??/??/92)  775.613  (m)         2544.66   (f) ADJ UNCH    2 0
 ML0921
 ML0921.Superseded values are not recommended for survey control.
 ML0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0921.See file dsdata.txt to determine how the superseded data were derived.
 ML0921
 ML0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM358273(NAD 83)
 ML0921_MARKER: DB = BENCH MARK DISK
 ML0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0921_STAMPING: M 324 1950
 ML0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0921+STABILITY: SURFACE MOTION
 ML0921
 ML0921  HISTORY     - Date     Condition        Report By
 ML0921  HISTORY     - 1950     MONUMENTED       CGS
 ML0921
 ML0921                          STATION DESCRIPTION
 ML0921
 ML0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0921'6.8 MI NW FROM MILBURN.
 ML0921'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0921'MILBURN, THENCE 5.8 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0921'AT A T ROAD JUNCTION, 89 FEET WEST OF THE CENTER LINE OF A NORTH
 ML0921'AND SOUTH ROAD, 48 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING
 ML0921'WEST, 1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0921'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1444 ***********************************************************************
 MK1444  DESIGNATION -  M 325
 MK1444  PID         -  MK1444
 MK1444  STATE/COUNTY-  NE/POLK
 MK1444  USGS QUAD   -  CLARKS (1962)
 MK1444
 MK1444                         *CURRENT SURVEY CONTROL
 MK1444  ___________________________________________________________________
 MK1444* NAD 83(1986)-  41 10 37.     (N)    097 45 08.     (W)     SCALED    
 MK1444* NAVD 88     -       538.532  (meters)    1766.83   (feet)  ADJUSTED  
 MK1444  ___________________________________________________________________
 MK1444  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 MK1444  DYNAMIC HT  -         538.269 (meters)    1765.97  (feet)  COMP
 MK1444  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 MK1444
 MK1444  VERT ORDER  -  SECOND    CLASS 0
 MK1444
 MK1444.The horizontal coordinates were scaled from a topographic map and have
 MK1444.an estimated accuracy of +/- 6 seconds.
 MK1444
 MK1444.The orthometric height was determined by differential leveling
 MK1444.and adjusted by the National Geodetic Survey in June 1991..
 MK1444
 MK1444.The geoid height was determined by GEOID03.
 MK1444
 MK1444.The dynamic height is computed by dividing the NAVD 88
 MK1444.geopotential number by the normal gravity value computed on the
 MK1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1444.degrees latitude (g = 980.6199 gals.).
 MK1444
 MK1444.The modeled gravity was interpolated from observed gravity values.
 MK1444
 MK1444;                    North         East    Units  Estimated Accuracy
 MK1444;SPC NE       -   151,630.      688,530.      MT  (+/- 180 meters Scaled)
 MK1444
 MK1444                          SUPERSEDED SURVEY CONTROL
 MK1444
 MK1444  NGVD 29 (??/??/92)  538.319  (m)         1766.13   (f) ADJ UNCH    2 0
 MK1444
 MK1444.Superseded values are not recommended for survey control.
 MK1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1444.See file dsdata.txt to determine how the superseded data were derived.
 MK1444
 MK1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL046591(NAD 83)
 MK1444_MARKER: DB = BENCH MARK DISK
 MK1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1444_STAMPING: M 325 1950
 MK1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1444+STABILITY: SURFACE MOTION
 MK1444
 MK1444  HISTORY     - Date     Condition        Report By
 MK1444  HISTORY     - 1950     MONUMENTED       CGS
 MK1444
 MK1444                          STATION DESCRIPTION
 MK1444
 MK1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1444'9 MI NE FROM POLK.
 MK1444'0.25 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1444'AT POLK, THENCE 3.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1444'1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH
 MK1444'ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED
 MK1444'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, 200 FEET
 MK1444'NORTHWEST OF A ROAD INTERSECTION, 111 FEET NORTH OF THE CENTER
 MK1444'LINE OF U.S. HIGHWAY 30 A, 52 FEET EAST OF THE SOUTHEAST CORNER
 MK1444'OF AN ABANDONED FARMHOUSE, 71 FEET NORTH OF A FENCE CORNER, 2.1
 MK1444'FEET WEST OF A FENCE, 2.2 FEET NORTH OF A WITNESS POST, SET IN
 MK1444'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MK1444'GROUND.  THIS MARK IS 1.0 MILE WEST OF BENCH MARK N 325.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1509 ***********************************************************************
 MK1509  DESIGNATION -  M 326 RESET
 MK1509  PID         -  MK1509
 MK1509  STATE/COUNTY-  NE/POLK
 MK1509  USGS QUAD   -  OSCEOLA (1965)
 MK1509
 MK1509                         *CURRENT SURVEY CONTROL
 MK1509  ___________________________________________________________________
 MK1509* NAD 83(1986)-  41 13 25.     (N)    097 32 25.     (W)     SCALED    
 MK1509* NAVD 88     -       511.29   (meters)    1677.5    (feet)  RESET     
 MK1509  ___________________________________________________________________
 MK1509  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 MK1509
 MK1509  VERT ORDER  -  THIRD
 MK1509
 MK1509.The horizontal coordinates were scaled from a topographic map and have
 MK1509.an estimated accuracy of +/- 6 seconds.
 MK1509
 MK1509.The orthometric height was computed from unverified reset data.
 MK1509
 MK1509.The geoid height was determined by GEOID03.
 MK1509
 MK1509;                    North         East    Units  Estimated Accuracy
 MK1509;SPC NE       -   157,290.      706,150.      MT  (+/- 180 meters Scaled)
 MK1509
 MK1509                          SUPERSEDED SURVEY CONTROL
 MK1509
 MK1509  NGVD 29 (??/??/??)  511.09   (m)         1676.8    (f) RESET       3  
 MK1509
 MK1509.Superseded values are not recommended for survey control.
 MK1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1509.See file dsdata.txt to determine how the superseded data were derived.
 MK1509
 MK1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL223646(NAD 83)
 MK1509_MARKER: DB = BENCH MARK DISK
 MK1509_SETTING: 0 = UNSPECIFIED SETTING
 MK1509_STAMPING: M 326 RESET 1957
 MK1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1509
 MK1509  HISTORY     - Date     Condition        Report By
 MK1509  HISTORY     - 1957     MONUMENTED       NEDR
 MK1509  HISTORY     - 1958     GOOD             NGS
 MK1509
 MK1509                          STATION DESCRIPTION
 MK1509
 MK1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MK1509'3.2 MI N FROM OSCEOLA.
 MK1509'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1509'AT OSCEOLA, THENCE 1.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1509'0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.2 MILES NORTH
 MK1509'ALONG A GRAVELED ROAD, 32 FEET EAST OF THE CENTERLINE OF COUNTY
 MK1509'ROAD, AND ABOUT 75 FEET NORTH OF A LARGE ELM TREE, AND WITHIN
 MK1509'COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1360 ***********************************************************************
 MK1360  DESIGNATION -  M 327
 MK1360  PID         -  MK1360
 MK1360  STATE/COUNTY-  NE/POLK
 MK1360  USGS QUAD   -  COLUMBUS SW (1976)
 MK1360
 MK1360                         *CURRENT SURVEY CONTROL
 MK1360  ___________________________________________________________________
 MK1360* NAD 83(1986)-  41 21 16.     (N)    097 29 35.     (W)     SCALED    
 MK1360* NAVD 88     -       453.564  (meters)    1488.07   (feet)  ADJUSTED  
 MK1360  ___________________________________________________________________
 MK1360  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 MK1360  DYNAMIC HT  -         453.363 (meters)    1487.41  (feet)  COMP
 MK1360  MODELED GRAV-     980,165.4   (mgal)                       NAVD 88
 MK1360
 MK1360  VERT ORDER  -  SECOND    CLASS 0
 MK1360
 MK1360.The horizontal coordinates were scaled from a topographic map and have
 MK1360.an estimated accuracy of +/- 6 seconds.
 MK1360
 MK1360.The orthometric height was determined by differential leveling
 MK1360.and adjusted by the National Geodetic Survey in June 1991..
 MK1360
 MK1360.The geoid height was determined by GEOID03.
 MK1360
 MK1360.The dynamic height is computed by dividing the NAVD 88
 MK1360.geopotential number by the normal gravity value computed on the
 MK1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1360.degrees latitude (g = 980.6199 gals.).
 MK1360
 MK1360.The modeled gravity was interpolated from observed gravity values.
 MK1360
 MK1360;                    North         East    Units  Estimated Accuracy
 MK1360;SPC NE       -   171,920.      709,690.      MT  (+/- 180 meters Scaled)
 MK1360
 MK1360                          SUPERSEDED SURVEY CONTROL
 MK1360
 MK1360  NGVD 29 (??/??/92)  453.378  (m)         1487.46   (f) ADJ UNCH    2 0
 MK1360
 MK1360.Superseded values are not recommended for survey control.
 MK1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1360.See file dsdata.txt to determine how the superseded data were derived.
 MK1360
 MK1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL260792(NAD 83)
 MK1360_MARKER: DB = BENCH MARK DISK
 MK1360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1360_SP_SET: BRIDGE ABUTMENT
 MK1360_STAMPING: M 327 1950
 MK1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1360
 MK1360  HISTORY     - Date     Condition        Report By
 MK1360  HISTORY     - 1950     MONUMENTED       CGS
 MK1360
 MK1360                          STATION DESCRIPTION
 MK1360
 MK1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1360'2.4 MI S FROM DUNCAN.
 MK1360'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1360'RAILROAD STATION AT DUNCAN, AT A T ROAD JUNCTION, 114 FEET NORTH
 MK1360'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 9 FEET WEST OF THE
 MK1360'CENTER LINE OF A NORTH AND SOUTH ROAD, SET IN THE TOP OF THE
 MK1360'WEST END OF THE SOUTH ABUTMENT OF A 15 FOOT CONCRETE BRIDGE,
 MK1360'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0580 ***********************************************************************
 ML0580  DESIGNATION -  M 328
 ML0580  PID         -  ML0580
 ML0580  STATE/COUNTY-  NE/CUSTER
 ML0580  USGS QUAD   -  SARGENT EAST (1978)
 ML0580
 ML0580                         *CURRENT SURVEY CONTROL
 ML0580  ___________________________________________________________________
 ML0580* NAD 83(1986)-  41 37 56.     (N)    099 20 25.     (W)     SCALED    
 ML0580* NAVD 88     -       702.306  (meters)    2304.15   (feet)  ADJUSTED  
 ML0580  ___________________________________________________________________
 ML0580  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 ML0580  DYNAMIC HT  -         701.957 (meters)    2303.00  (feet)  COMP
 ML0580  MODELED GRAV-     980,102.8   (mgal)                       NAVD 88
 ML0580
 ML0580  VERT ORDER  -  FIRST     CLASS II
 ML0580
 ML0580.The horizontal coordinates were scaled from a topographic map and have
 ML0580.an estimated accuracy of +/- 6 seconds.
 ML0580
 ML0580.The orthometric height was determined by differential leveling
 ML0580.and adjusted by the National Geodetic Survey in June 1991..
 ML0580
 ML0580.The geoid height was determined by GEOID03.
 ML0580
 ML0580.The dynamic height is computed by dividing the NAVD 88
 ML0580.geopotential number by the normal gravity value computed on the
 ML0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0580.degrees latitude (g = 980.6199 gals.).
 ML0580
 ML0580.The modeled gravity was interpolated from observed gravity values.
 ML0580
 ML0580;                    North         East    Units  Estimated Accuracy
 ML0580;SPC NE       -   199,930.      554,950.      MT  (+/- 180 meters Scaled)
 ML0580
 ML0580                          SUPERSEDED SURVEY CONTROL
 ML0580
 ML0580  NGVD 29 (??/??/92)  702.053  (m)         2303.32   (f) ADJ UNCH    1 2
 ML0580
 ML0580.Superseded values are not recommended for survey control.
 ML0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0580.See file dsdata.txt to determine how the superseded data were derived.
 ML0580
 ML0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM716090(NAD 83)
 ML0580_MARKER: DB = BENCH MARK DISK
 ML0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0580_STAMPING: M 328 1950
 ML0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0580+STABILITY: SURFACE MOTION
 ML0580
 ML0580  HISTORY     - Date     Condition        Report By
 ML0580  HISTORY     - 1950     MONUMENTED       CGS
 ML0580
 ML0580                          STATION DESCRIPTION
 ML0580
 ML0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0580'1.2 MI SE FROM SARGENT.
 ML0580'1.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0580'RAILROAD FROM THE STATION AT SARGENT, 0.1 MILE SOUTHEAST OF
 ML0580'MILEPOST 72, 46 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.3 FEET
 ML0580'SOUTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, SET
 ML0580'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0580'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1357 ***********************************************************************
 MK1357  DESIGNATION -  M 329
 MK1357  PID         -  MK1357
 MK1357  STATE/COUNTY-  NE/BUTLER
 MK1357  USGS QUAD   -  SCHUYLER (1968)
 MK1357
 MK1357                         *CURRENT SURVEY CONTROL
 MK1357  ___________________________________________________________________
 MK1357* NAD 83(1986)-  41 23 40.     (N)    097 03 38.     (W)     SCALED    
 MK1357* NAVD 88     -       419.307  (meters)    1375.68   (feet)  ADJUSTED  
 MK1357  ___________________________________________________________________
 MK1357  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 MK1357  DYNAMIC HT  -         419.122 (meters)    1375.07  (feet)  COMP
 MK1357  MODELED GRAV-     980,170.0   (mgal)                       NAVD 88
 MK1357
 MK1357  VERT ORDER  -  SECOND    CLASS 0
 MK1357
 MK1357.The horizontal coordinates were scaled from a topographic map and have
 MK1357.an estimated accuracy of +/- 6 seconds.
 MK1357
 MK1357.The orthometric height was determined by differential leveling
 MK1357.and adjusted by the National Geodetic Survey in June 1991..
 MK1357
 MK1357.The geoid height was determined by GEOID03.
 MK1357
 MK1357.The dynamic height is computed by dividing the NAVD 88
 MK1357.geopotential number by the normal gravity value computed on the
 MK1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1357.degrees latitude (g = 980.6199 gals.).
 MK1357
 MK1357.The modeled gravity was interpolated from observed gravity values.
 MK1357
 MK1357;                    North         East    Units  Estimated Accuracy
 MK1357;SPC NE       -   177,500.      745,700.      MT  (+/- 180 meters Scaled)
 MK1357
 MK1357                          SUPERSEDED SURVEY CONTROL
 MK1357
 MK1357  NGVD 29 (??/??/92)  419.138  (m)         1375.12   (f) ADJ UNCH    2 0
 MK1357
 MK1357.Superseded values are not recommended for survey control.
 MK1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1357.See file dsdata.txt to determine how the superseded data were derived.
 MK1357
 MK1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL621843(NAD 83)
 MK1357_MARKER: DB = BENCH MARK DISK
 MK1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1357_STAMPING: M 329 1950
 MK1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1357+STABILITY: SURFACE MOTION
 MK1357
 MK1357  HISTORY     - Date     Condition        Report By
 MK1357  HISTORY     - 1950     MONUMENTED       CGS
 MK1357
 MK1357                          STATION DESCRIPTION
 MK1357
 MK1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1357'3.6 MI S FROM SCHUYLER.
 MK1357'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1357'SCHUYLER, THENCE 3.65 MILES SOUTH ALONG STATE HIGHWAY 15, AT THE
 MK1357'FARM HOME OF MISS IDA HOWIE, 51 FEET WEST OF THE CENTER LINE OF
 MK1357'THE HIGHWAY, 57 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 MK1357'58.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOG SHED, 10.0
 MK1357'FEET WEST OF THE CENTER OF AN IRON FRAME GATE, 1.3 FEET SOUTH OF A
 MK1357'BOARD FENCE, 2.0 FEET EAST OF A REFERENCE POST, AND SET IN THE
 MK1357'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0902 ***********************************************************************
 MK0902  DESIGNATION -  M 330
 MK0902  PID         -  MK0902
 MK0902  STATE/COUNTY-  NE/SAUNDERS
 MK0902  USGS QUAD   -  NORTH BEND (1968)
 MK0902
 MK0902                         *CURRENT SURVEY CONTROL
 MK0902  ___________________________________________________________________
 MK0902* NAD 83(1986)-  41 25 49.     (N)    096 49 40.     (W)     SCALED    
 MK0902* NAVD 88     -       395.792  (meters)    1298.53   (feet)  ADJUSTED  
 MK0902  ___________________________________________________________________
 MK0902  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 MK0902  DYNAMIC HT  -         395.624 (meters)    1297.98  (feet)  COMP
 MK0902  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 MK0902
 MK0902  VERT ORDER  -  SECOND    CLASS 0
 MK0902
 MK0902.The horizontal coordinates were scaled from a topographic map and have
 MK0902.an estimated accuracy of +/- 6 seconds.
 MK0902
 MK0902.The orthometric height was determined by differential leveling
 MK0902.and adjusted by the National Geodetic Survey in June 1991..
 MK0902
 MK0902.The geoid height was determined by GEOID03.
 MK0902
 MK0902.The dynamic height is computed by dividing the NAVD 88
 MK0902.geopotential number by the normal gravity value computed on the
 MK0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0902.degrees latitude (g = 980.6199 gals.).
 MK0902
 MK0902.The modeled gravity was interpolated from observed gravity values.
 MK0902
 MK0902;                    North         East    Units  Estimated Accuracy
 MK0902;SPC NE       -   182,160.      765,000.      MT  (+/- 180 meters Scaled)
 MK0902
 MK0902                          SUPERSEDED SURVEY CONTROL
 MK0902
 MK0902  NGVD 29 (??/??/92)  395.639  (m)         1298.03   (f) ADJ UNCH    2 0
 MK0902
 MK0902.Superseded values are not recommended for survey control.
 MK0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0902.See file dsdata.txt to determine how the superseded data were derived.
 MK0902
 MK0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL814888(NAD 83)
 MK0902_MARKER: DB = BENCH MARK DISK
 MK0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0902_STAMPING: M 330 1950
 MK0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0902+STABILITY: SURFACE MOTION
 MK0902
 MK0902  HISTORY     - Date     Condition        Report By
 MK0902  HISTORY     - 1950     MONUMENTED       CGS
 MK0902
 MK0902                          STATION DESCRIPTION
 MK0902
 MK0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0902'3.3 MI W FROM MORSE BLUFF.
 MK0902'1.3 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND NORTH
 MK0902'WESTERN RAILROAD STATION AT MORSE BLUFF, THENCE 2.0 MILES WEST
 MK0902'ALONG A GRADED DIRT ROAD, 131 FEET SOUTH OF THE CENTER LINE
 MK0902'OF AN EAST AND WEST ROAD, 37 FEET WEST OF THE CENTER LINE OF A
 MK0902'NORTH AND SOUTH ROAD, 46 FEET SOUTH OF THE SOUTH RAIL OF THE
 MK0902'CHICAGO AND NORTH WESTERN RAILROAD, 25.3 FEET SOUTHWEST OF A
 MK0902'TELEPHONE POLE, 5 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH
 MK0902'OF A FENCE, 1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 MK0902'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1341 ***********************************************************************
 MK1341  DESIGNATION -  M 331
 MK1341  PID         -  MK1341
 MK1341  STATE/COUNTY-  NE/BUTLER
 MK1341  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1341
 MK1341                         *CURRENT SURVEY CONTROL
 MK1341  ___________________________________________________________________
 MK1341* NAD 83(1986)-  41 22 25.     (N)    097 09 26.     (W)     SCALED    
 MK1341* NAVD 88     -       427.676  (meters)    1403.13   (feet)  ADJUSTED  
 MK1341  ___________________________________________________________________
 MK1341  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 MK1341  DYNAMIC HT  -         427.486 (meters)    1402.51  (feet)  COMP
 MK1341  MODELED GRAV-     980,165.2   (mgal)                       NAVD 88
 MK1341
 MK1341  VERT ORDER  -  SECOND    CLASS 0
 MK1341
 MK1341.The horizontal coordinates were scaled from a topographic map and have
 MK1341.an estimated accuracy of +/- 6 seconds.
 MK1341
 MK1341.The orthometric height was determined by differential leveling
 MK1341.and adjusted by the National Geodetic Survey in June 1991..
 MK1341
 MK1341.The geoid height was determined by GEOID03.
 MK1341
 MK1341.The dynamic height is computed by dividing the NAVD 88
 MK1341.geopotential number by the normal gravity value computed on the
 MK1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1341.degrees latitude (g = 980.6199 gals.).
 MK1341
 MK1341.The modeled gravity was interpolated from observed gravity values.
 MK1341
 MK1341;                    North         East    Units  Estimated Accuracy
 MK1341;SPC NE       -   174,920.      737,700.      MT  (+/- 180 meters Scaled)
 MK1341
 MK1341                          SUPERSEDED SURVEY CONTROL
 MK1341
 MK1341  NGVD 29 (??/??/92)  427.506  (m)         1402.58   (f) ADJ UNCH    2 0
 MK1341
 MK1341.Superseded values are not recommended for survey control.
 MK1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1341.See file dsdata.txt to determine how the superseded data were derived.
 MK1341
 MK1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL541818(NAD 83)
 MK1341_MARKER: DB = BENCH MARK DISK
 MK1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1341_STAMPING: M 331 1950
 MK1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1341+STABILITY: SURFACE MOTION
 MK1341
 MK1341  HISTORY     - Date     Condition        Report By
 MK1341  HISTORY     - 1950     MONUMENTED       CGS
 MK1341
 MK1341                          STATION DESCRIPTION
 MK1341
 MK1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1341'6.3 MI NE FROM BELLWOOD.
 MK1341'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CHICAGO, BURLINGTON
 MK1341'AND QUINCY RAILROAD STATION AT BELLWOOD, THENCE 0.7 MILE NORTH
 MK1341'ALONG A GRAVELED ROAD, THENCE 4.0 MILES EAST ALONG A GRAVELED
 MK1341'ROAD, THENCE 1.5 MILES NORTH ALONG A GRAVELED ROAD, 200 FEET
 MK1341'SOUTH OF A FARMHOUSE, 35 FEET NORTH OF THE CENTER LINE OF AN
 MK1341'EAST AND WEST ROAD, 15 FEET WEST OF THE EXTENDED CENTER LINE OF
 MK1341'A ROAD LEADING SOUTH, 26 FEET WEST OF THE CENTER LINE OF A
 MK1341'PRIVATE DRIVEWAY, 26 FEET EAST OF A POWER POLE, 1 FOOT SOUTH
 MK1341'OF A FENCE, 1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 MK1341'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0192 ***********************************************************************
 ML0192  DESIGNATION -  M 332
 ML0192  PID         -  ML0192
 ML0192  STATE/COUNTY-  NE/HOWARD
 ML0192  USGS QUAD   -  CUSHING (1955)
 ML0192
 ML0192                         *CURRENT SURVEY CONTROL
 ML0192  ___________________________________________________________________
 ML0192* NAD 83(1986)-  41 16 19.     (N)    098 19 44.     (W)     SCALED    
 ML0192* NAVD 88     -       535.462  (meters)    1756.76   (feet)  ADJUSTED  
 ML0192  ___________________________________________________________________
 ML0192  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 ML0192  DYNAMIC HT  -         535.197 (meters)    1755.89  (feet)  COMP
 ML0192  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 ML0192
 ML0192  VERT ORDER  -  SECOND    CLASS 0
 ML0192
 ML0192.The horizontal coordinates were scaled from a topographic map and have
 ML0192.an estimated accuracy of +/- 6 seconds.
 ML0192
 ML0192.The orthometric height was determined by differential leveling
 ML0192.and adjusted by the National Geodetic Survey in June 1991..
 ML0192
 ML0192.The geoid height was determined by GEOID03.
 ML0192
 ML0192.The dynamic height is computed by dividing the NAVD 88
 ML0192.geopotential number by the normal gravity value computed on the
 ML0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0192.degrees latitude (g = 980.6199 gals.).
 ML0192
 ML0192.The modeled gravity was interpolated from observed gravity values.
 ML0192
 ML0192;                    North         East    Units  Estimated Accuracy
 ML0192;SPC NE       -   161,080.      639,960.      MT  (+/- 180 meters Scaled)
 ML0192
 ML0192                          SUPERSEDED SURVEY CONTROL
 ML0192
 ML0192  NGVD 29 (??/??/92)  535.226  (m)         1755.99   (f) ADJ UNCH    2 0
 ML0192
 ML0192.Superseded values are not recommended for survey control.
 ML0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0192.See file dsdata.txt to determine how the superseded data were derived.
 ML0192
 ML0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL562691(NAD 83)
 ML0192_MARKER: DB = BENCH MARK DISK
 ML0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0192_STAMPING: M 332 1950
 ML0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0192+STABILITY: SURFACE MOTION
 ML0192
 ML0192  HISTORY     - Date     Condition        Report By
 ML0192  HISTORY     - 1950     MONUMENTED       CGS
 ML0192
 ML0192                          STATION DESCRIPTION
 ML0192
 ML0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0192'2.5 MI SE FROM CUSHING.
 ML0192'2.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0192'RAILROAD FROM THE STATION AT CUSHING, 447 FEET SOUTH OF THE
 ML0192'SOUTHEAST END OF A STEEL BRIDGE OVER THE LOUP RIVER, 165 FEET
 ML0192'SOUTHWEST OF WOODEN TRESTLE 40.49, 156 FEET SOUTHWEST OF THE
 ML0192'SOUTHWEST RAIL, 108 FEET SOUTHWEST OF A FENCE, ON THE SOUTHWEST
 ML0192'BANK OF A WASH, 1.8 FEET NORTHWEST OF A WITNESS POST, SET IN
 ML0192'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 ML0192'GROUND.  THIS MARK IS 0.9 MILE NORTHWEST OF BENCH MARK L 332.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0124 ***********************************************************************
 LH0124  DESIGNATION -  M 336
 LH0124  PID         -  LH0124
 LH0124  STATE/COUNTY-  NE/HAMILTON
 LH0124  USGS QUAD   -  GILTNER (1967)
 LH0124
 LH0124                         *CURRENT SURVEY CONTROL
 LH0124  ___________________________________________________________________
 LH0124* NAD 83(1995)-  40 46 59.64643(N)    098 10 06.64993(W)     ADJUSTED  
 LH0124* NAVD 88     -       562.303  (meters)    1844.82   (feet)  ADJUSTED  
 LH0124  ___________________________________________________________________
 LH0124  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 LH0124  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 LH0124  DYNAMIC HT  -         562.003 (meters)    1843.84  (feet)  COMP
 LH0124  MODELED GRAV-     980,073.0   (mgal)                       NAVD 88
 LH0124
 LH0124  HORZ ORDER  -  SECOND
 LH0124  VERT ORDER  -  SECOND    CLASS 0
 LH0124
 LH0124.The horizontal coordinates were established by classical geodetic methods
 LH0124.and adjusted by the National Geodetic Survey in August 1997..
 LH0124
 LH0124.The orthometric height was determined by differential leveling
 LH0124.and adjusted by the National Geodetic Survey in June 1991..
 LH0124
 LH0124.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0124
 LH0124.The geoid height was determined by GEOID03.
 LH0124
 LH0124.The dynamic height is computed by dividing the NAVD 88
 LH0124.geopotential number by the normal gravity value computed on the
 LH0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0124.degrees latitude (g = 980.6199 gals.).
 LH0124
 LH0124.The modeled gravity was interpolated from observed gravity values.
 LH0124
 LH0124;                    North         East     Units Scale Factor Converg.
 LH0124;SPC NE       -   107,102.559   654,544.009   MT  0.99973752   +1 12 49.4
 LH0124;UTM  14      - 4,515,027.097   570,158.219   MT  0.99966058   +0 32 35.3
 LH0124
 LH0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0124!SPC NE       -   0.99991579  x   0.99973752  =   0.99965333
 LH0124!UTM  14      -   0.99991579  x   0.99966058  =   0.99957640
 LH0124
 LH0124                          SUPERSEDED SURVEY CONTROL
 LH0124
 LH0124  NAD 83(1986)-  40 46 59.65413(N)    098 10 06.65192(W) AD(       ) 2
 LH0124  NAD 27      -  40 46 59.61100(N)    098 10 05.44500(W) AD(       ) 2
 LH0124  NGVD 29 (??/??/92)  562.068  (m)         1844.05   (f) ADJ UNCH    2 0
 LH0124
 LH0124.Superseded values are not recommended for survey control.
 LH0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0124.See file dsdata.txt to determine how the superseded data were derived.
 LH0124
 LH0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7015815027(NAD 83)
 LH0124_MARKER: DB = BENCH MARK DISK
 LH0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0124_STAMPING: M 336 1950
 LH0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0124+STABILITY: SURFACE MOTION
 LH0124
 LH0124  HISTORY     - Date     Condition        Report By
 LH0124  HISTORY     - 1950     MONUMENTED       CGS
 LH0124  HISTORY     - 1950     GOOD             CGS
 LH0124
 LH0124                          STATION DESCRIPTION
 LH0124
 LH0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH0124'THE STATION IS LOCATED ABOUT 10 MILES EAST OF DONIPHAN AND 1-1/2
 LH0124'MILES NORTHWEST OF GILTNER.  IT IS 26 FEET WEST OF THE CENTER
 LH0124'OF A GRAVEL ROAD, 25 FEET NORTH OF A SMALL ELM TREE, 10 FEET
 LH0124'NORTH OF A YARD GATE, 1-1/2 FEET NORTH OF A WITNESS POST AND
 LH0124'1-1/2 FEET EAST OF A YARD FENCE.  IT IS A USC AND GS BENCH
 LH0124'MARK DISK SET IN A 6 BY 6 INCH CONCRETE POST WHICH PROJECTS
 LH0124'5 INCHES.  THE DISK IS STAMPED M-336 1950.
 LH0124'
 LH0124'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 LH0124'GILTNER TO BENCH MARK M-336 1950.  IT IS 31.726 METERS OR 104.09
 LH0124'FEET NORTHWEST OF THE STATION.
 LH0124'
 LH0124'TO REACH THE STATION FROM THE POST OFFICE IN GILTNER, GO
 LH0124'WEST FOR 0.2 MILE TO A GRAVEL CROSS-STREET.  TURN RIGHT AND GO
 LH0124'NORTH FOR 0.2 MILE TO A T INTERSECTION.  TURN LEFT AND GO WEST
 LH0124'FOR 0.65 MILE TO A GRAVEL CROSS ROAD.  TURN LEFT AND GO SOUTH FOR
 LH0124'0.1 MILE TO A FARM HOUSE AND THE STATION ON THE RIGHT.
 LH0124
 LH0124                          STATION RECOVERY (1950)
 LH0124
 LH0124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH0124'9.6 MI SE FROM PHILLIPS.
 LH0124'2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0124'FROM THE STATION AT PHILLIPS, THENCE 7.25 MILES SOUTH ALONG A
 LH0124'DIRT ROAD, 0.15 MILE SOUTH OF A ROAD INTERSECTION, 56 FEET EAST
 LH0124'OF THE NORTHEAST CORNER OF A FARMHOUSE, 26 FEET WEST OF THE
 LH0124'CENTER LINE OF A NORTH AND SOUTH ROAD, 25.4 FEET NORTH OF A 6
 LH0124'INCH ELM TREE, 1.5 FEET EAST OF A FENCE, 1.4 FEET NORTH OF A
 LH0124'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0124'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1294 ***********************************************************************
 MK1294  DESIGNATION -  M 337
 MK1294  PID         -  MK1294
 MK1294  STATE/COUNTY-  NE/PLATTE
 MK1294  USGS QUAD   -  COLUMBUS (1976)
 MK1294
 MK1294                         *CURRENT SURVEY CONTROL
 MK1294  ___________________________________________________________________
 MK1294* NAD 83(1986)-  41 25 31.     (N)    097 20 03.     (W)     SCALED    
 MK1294* NAVD 88     -       437.698  (meters)    1436.01   (feet)  ADJUSTED  
 MK1294  ___________________________________________________________________
 MK1294  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 MK1294  DYNAMIC HT  -         437.507 (meters)    1435.39  (feet)  COMP
 MK1294  MODELED GRAV-     980,173.4   (mgal)                       NAVD 88
 MK1294
 MK1294  VERT ORDER  -  SECOND    CLASS 0
 MK1294
 MK1294.The horizontal coordinates were scaled from a topographic map and have
 MK1294.an estimated accuracy of +/- 6 seconds.
 MK1294
 MK1294.The orthometric height was determined by differential leveling
 MK1294.and adjusted by the National Geodetic Survey in June 1991..
 MK1294
 MK1294.The geoid height was determined by GEOID03.
 MK1294
 MK1294.The dynamic height is computed by dividing the NAVD 88
 MK1294.geopotential number by the normal gravity value computed on the
 MK1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1294.degrees latitude (g = 980.6199 gals.).
 MK1294
 MK1294.The modeled gravity was interpolated from observed gravity values.
 MK1294
 MK1294;                    North         East    Units  Estimated Accuracy
 MK1294;SPC NE       -   180,180.      722,730.      MT  (+/- 180 meters Scaled)
 MK1294
 MK1294                          SUPERSEDED SURVEY CONTROL
 MK1294
 MK1294  NGVD 29 (??/??/92)  437.513  (m)         1435.41   (f) ADJ UNCH    2 0
 MK1294
 MK1294.Superseded values are not recommended for survey control.
 MK1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1294.See file dsdata.txt to determine how the superseded data were derived.
 MK1294
 MK1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL391873(NAD 83)
 MK1294_MARKER: DB = BENCH MARK DISK
 MK1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1294_STAMPING: M 337 1950
 MK1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1294+STABILITY: SURFACE MOTION
 MK1294
 MK1294  HISTORY     - Date     Condition        Report By
 MK1294  HISTORY     - 1950     MONUMENTED       CGS
 MK1294
 MK1294                          STATION DESCRIPTION
 MK1294
 MK1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1294'1.4 MI SE FROM COLUMBUS.
 MK1294'1.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1294'RAILROAD FROM THE STATION AT COLUMBUS, 0.3 MILE WEST OF A ROAD
 MK1294'CROSSING, 37 FEET NORTH OF A SEMAPHORE, 46 FEET NORTH OF THE
 MK1294'NORTH RAIL, 17 FEET NORTHEAST OF A TELEPHONE POLE, 1.4 FEET SOUTH
 MK1294'OF A FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 MK1294'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0003 ***********************************************************************
 NQ0003  DESIGNATION -  M 340
 NQ0003  PID         -  NQ0003
 NQ0003  STATE/COUNTY-  NE/SIOUX
 NQ0003  USGS QUAD   -  VAN TASSELL (1977)
 NQ0003
 NQ0003                         *CURRENT SURVEY CONTROL
 NQ0003  ___________________________________________________________________
 NQ0003* NAD 83(1986)-  42 40 01.     (N)    104 01 35.     (W)     SCALED    
 NQ0003* NAVD 88     -      1449.380  (meters)    4755.17   (feet)  ADJUSTED  
 NQ0003  ___________________________________________________________________
 NQ0003  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 NQ0003  DYNAMIC HT  -        1448.526 (meters)    4752.37  (feet)  COMP
 NQ0003  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 NQ0003
 NQ0003  VERT ORDER  -  FIRST     CLASS II
 NQ0003
 NQ0003.The horizontal coordinates were scaled from a topographic map and have
 NQ0003.an estimated accuracy of +/- 6 seconds.
 NQ0003
 NQ0003.The orthometric height was determined by differential leveling
 NQ0003.and adjusted by the National Geodetic Survey in June 1991..
 NQ0003
 NQ0003.The geoid height was determined by GEOID03.
 NQ0003
 NQ0003.The dynamic height is computed by dividing the NAVD 88
 NQ0003.geopotential number by the normal gravity value computed on the
 NQ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0003.degrees latitude (g = 980.6199 gals.).
 NQ0003
 NQ0003.The modeled gravity was interpolated from observed gravity values.
 NQ0003
 NQ0003;                    North         East    Units  Estimated Accuracy
 NQ0003;SPC NE       -   322,310.      170,080.      MT  (+/- 180 meters Scaled)
 NQ0003
 NQ0003                          SUPERSEDED SURVEY CONTROL
 NQ0003
 NQ0003  NGVD 29 (??/??/92) 1448.684  (m)         4752.89   (f) ADJ UNCH    1 2
 NQ0003
 NQ0003.Superseded values are not recommended for survey control.
 NQ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0003.See file dsdata.txt to determine how the superseded data were derived.
 NQ0003
 NQ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH797242(NAD 83)
 NQ0003_MARKER: DB = BENCH MARK DISK
 NQ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0003_STAMPING: M 340 1954
 NQ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0003+STABILITY: SURFACE MOTION
 NQ0003
 NQ0003  HISTORY     - Date     Condition        Report By
 NQ0003  HISTORY     - 1954     MONUMENTED       CGS
 NQ0003
 NQ0003                          STATION DESCRIPTION
 NQ0003
 NQ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0003'3.4 MI E FROM VAN TASSELL.
 NQ0003'3.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0003'FROM THE STATION AT VAN TASSELL, 4 RAILS EAST OF THE EAST END OF A
 NQ0003'TRESTLE, 57 FEET SOUTH OF THE SOUTH RAIL, 45 FEET SOUTHWEST OF
 NQ0003'THE 1ST POLE WEST OF MILEPOST 468, 5 FEET NORTH OF A FENCE, 2
 NQ0003'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NQ0003'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  IN THE NORTHWEST
 NQ0003'1/4 OF SECTION 16, TOWNSHIP 31 NORTH, RANGE 57 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0460 ***********************************************************************
 NP0460  DESIGNATION -  M 341
 NP0460  PID         -  NP0460
 NP0460  STATE/COUNTY-  NE/SIOUX
 NP0460  USGS QUAD   -  HARRISON EAST (1979)
 NP0460
 NP0460                         *CURRENT SURVEY CONTROL
 NP0460  ___________________________________________________________________
 NP0460* NAD 83(1986)-  42 41 30.     (N)    103 52 29.     (W)     SCALED    
 NP0460* NAVD 88     -      1474.987  (meters)    4839.19   (feet)  ADJUSTED  
 NP0460  ___________________________________________________________________
 NP0460  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 NP0460  DYNAMIC HT  -        1474.119 (meters)    4836.34  (feet)  COMP
 NP0460  MODELED GRAV-     979,979.8   (mgal)                       NAVD 88
 NP0460
 NP0460  VERT ORDER  -  FIRST     CLASS II
 NP0460
 NP0460.This mark is at Harrison Skyranch Airport (9V3)
 NP0460
 NP0460.The horizontal coordinates were scaled from a topographic map and have
 NP0460.an estimated accuracy of +/- 6 seconds.
 NP0460
 NP0460.The orthometric height was determined by differential leveling
 NP0460.and adjusted by the National Geodetic Survey in June 1991..
 NP0460
 NP0460.The geoid height was determined by GEOID03.
 NP0460
 NP0460.The dynamic height is computed by dividing the NAVD 88
 NP0460.geopotential number by the normal gravity value computed on the
 NP0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0460.degrees latitude (g = 980.6199 gals.).
 NP0460
 NP0460.The modeled gravity was interpolated from observed gravity values.
 NP0460
 NP0460;                    North         East    Units  Estimated Accuracy
 NP0460;SPC NE       -   324,480.      182,620.      MT  (+/- 180 meters Scaled)
 NP0460
 NP0460                          SUPERSEDED SURVEY CONTROL
 NP0460
 NP0460  NGVD 29 (??/??/92) 1474.302  (m)         4836.94   (f) ADJ UNCH    1 2
 NP0460
 NP0460.Superseded values are not recommended for survey control.
 NP0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0460.See file dsdata.txt to determine how the superseded data were derived.
 NP0460
 NP0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH921271(NAD 83)
 NP0460_MARKER: DB = BENCH MARK DISK
 NP0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0460_STAMPING: M 341 1954
 NP0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0460+STABILITY: SURFACE MOTION
 NP0460
 NP0460  HISTORY     - Date     Condition        Report By
 NP0460  HISTORY     - 1954     MONUMENTED       CGS
 NP0460
 NP0460                          STATION DESCRIPTION
 NP0460
 NP0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0460'0.5 MI NE FROM HARRISON.
 NP0460'0.15 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE AT
 NP0460'HARRISON, THENCE 0.35 MILE EAST ALONG U.S. HIGHWAY 20, AT THE
 NP0460'HARRISON AIRPORT, 6.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 NP0460'SOUTH HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0460'0.2 FOOT ABOVE THE GROUND.  NOTE-- HANGAR IS USED AS A GARAGE
 NP0460'AND THE WALL OF ANOTHER BUILDING IS RIGHT WHERE THE MARK IS
 NP0460'SUPPOSED TO BE.  OWNER THINKS THE MARK IS UNDER THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0146 ***********************************************************************
 NP0146  DESIGNATION -  M 342
 NP0146  PID         -  NP0146
 NP0146  STATE/COUNTY-  NE/BOX BUTTE
 NP0146  USGS QUAD   -  BEREA CREEK WEST (1948)
 NP0146
 NP0146                         *CURRENT SURVEY CONTROL
 NP0146  ___________________________________________________________________
 NP0146* NAD 83(1986)-  42 11 18.     (N)    102 57 26.     (W)     SCALED    
 NP0146* NAVD 88     -      1249.742  (meters)    4100.20   (feet)  ADJUSTED  
 NP0146  ___________________________________________________________________
 NP0146  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 NP0146  DYNAMIC HT  -        1249.013 (meters)    4097.80  (feet)  COMP
 NP0146  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 NP0146
 NP0146  VERT ORDER  -  FIRST     CLASS II
 NP0146
 NP0146.The horizontal coordinates were scaled from a topographic map and have
 NP0146.an estimated accuracy of +/- 6 seconds.
 NP0146
 NP0146.The orthometric height was determined by differential leveling
 NP0146.and adjusted by the National Geodetic Survey in June 1991..
 NP0146.WARNING-Repeat measurements at this control monument indicate possible
 NP0146.vertical movement.
 NP0146
 NP0146.The geoid height was determined by GEOID03.
 NP0146
 NP0146.The dynamic height is computed by dividing the NAVD 88
 NP0146.geopotential number by the normal gravity value computed on the
 NP0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0146.degrees latitude (g = 980.6199 gals.).
 NP0146
 NP0146.The modeled gravity was interpolated from observed gravity values.
 NP0146
 NP0146;                    North         East    Units  Estimated Accuracy
 NP0146;SPC NE       -   265,650.      255,830.      MT  (+/- 180 meters Scaled)
 NP0146
 NP0146                          SUPERSEDED SURVEY CONTROL
 NP0146
 NP0146  NGVD 29 (??/??/92) 1249.134  (m)         4098.20   (f) ADJ UNCH    1 2
 NP0146
 NP0146.Superseded values are not recommended for survey control.
 NP0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0146.See file dsdata.txt to determine how the superseded data were derived.
 NP0146
 NP0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG686727(NAD 83)
 NP0146_MARKER: DB = BENCH MARK DISK
 NP0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0146_SP_SET: CONCRETE POST
 NP0146_STAMPING: M 342 1956
 NP0146_MARK LOGO: CGS   
 NP0146_PROJECTION: PROJECTING 6 CENTIMETERS
 NP0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0146+STABILITY: SURFACE MOTION
 NP0146
 NP0146  HISTORY     - Date     Condition        Report By
 NP0146  HISTORY     - 1956     MONUMENTED       CGS
 NP0146  HISTORY     - 1985     GOOD             NGS
 NP0146
 NP0146                          STATION DESCRIPTION
 NP0146
 NP0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0146'8 MI NW FROM ALLIANCE.
 NP0146'8.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0146'RAILROAD FROM THE STATION AT ALLIANCE, 19 POLES SOUTHEAST OF
 NP0146'MILEPOST 374, 43.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 43 FEET
 NP0146'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 2, 9.3 FEET
 NP0146'NORTHEAST OF A TELEPHONE POLE, 2.3 FEET SOUTHEAST OF A WITNESS
 NP0146'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 NP0146'ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 32, TOWNSHIP
 NP0146'26 NORTH, RANGE 48 WEST.
 NP0146
 NP0146                          STATION RECOVERY (1985)
 NP0146
 NP0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0146'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 12.87 KM (8.0 MI)
 NP0146'NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS STATION AT
 NP0146'ALLIANCE, 19 POLES SOUTHEAST OF MILEPOLE 374, 0.32 KM (0.2 MI)
 NP0146'SOUTHEAST OF A ROAD CROSSING, 19.36 METERS (63.5 FT) NORTHEAST OF THE
 NP0146'HIGHWAY CENTERLINE, 13.17 METERS (43.2 FT) SOUTHWEST OF THE SOUTHWEST
 NP0146'RAIL, 0.7 METER (2.3 FT) SOUTHEAST OF A WOODEN WITNESS POST.
 NP0146'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 NP0146'THE MARK IS 1.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0310 ***********************************************************************
 NP0310  DESIGNATION -  M 343
 NP0310  PID         -  NP0310
 NP0310  STATE/COUNTY-  NE/DAWES
 NP0310  USGS QUAD   -  CRAWFORD (1980)
 NP0310
 NP0310                         *CURRENT SURVEY CONTROL
 NP0310  ___________________________________________________________________
 NP0310* NAD 83(1986)-  42 40 51.     (N)    103 24 12.     (W)     SCALED    
 NP0310* NAVD 88     -      1133.253  (meters)    3718.01   (feet)  ADJUSTED  
 NP0310  ___________________________________________________________________
 NP0310  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 NP0310  DYNAMIC HT  -        1132.644 (meters)    3716.02  (feet)  COMP
 NP0310  MODELED GRAV-     980,044.7   (mgal)                       NAVD 88
 NP0310
 NP0310  VERT ORDER  -  FIRST     CLASS II
 NP0310
 NP0310.The horizontal coordinates were scaled from a topographic map and have
 NP0310.an estimated accuracy of +/- 6 seconds.
 NP0310
 NP0310.The orthometric height was determined by differential leveling
 NP0310.and adjusted by the National Geodetic Survey in June 1991..
 NP0310
 NP0310.The geoid height was determined by GEOID03.
 NP0310
 NP0310.The dynamic height is computed by dividing the NAVD 88
 NP0310.geopotential number by the normal gravity value computed on the
 NP0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0310.degrees latitude (g = 980.6199 gals.).
 NP0310
 NP0310.The modeled gravity was interpolated from observed gravity values.
 NP0310
 NP0310;                    North         East    Units  Estimated Accuracy
 NP0310;SPC NE       -   321,660.      221,170.      MT  (+/- 180 meters Scaled)
 NP0310
 NP0310                          SUPERSEDED SURVEY CONTROL
 NP0310
 NP0310  NGVD 29 (??/??/92) 1132.672  (m)         3716.11   (f) ADJ UNCH    1 2
 NP0310
 NP0310.Superseded values are not recommended for survey control.
 NP0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0310.See file dsdata.txt to determine how the superseded data were derived.
 NP0310
 NP0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH308266(NAD 83)
 NP0310_MARKER: DB = BENCH MARK DISK
 NP0310_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NP0310_SP_SET: CONCRETE PILING
 NP0310_STAMPING: M 343 1956
 NP0310_MARK LOGO: CGS   
 NP0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0310
 NP0310  HISTORY     - Date     Condition        Report By
 NP0310  HISTORY     - 1956     MONUMENTED       CGS
 NP0310  HISTORY     - 1985     GOOD             NGS
 NP0310
 NP0310                          STATION DESCRIPTION
 NP0310
 NP0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0310'0.6 MI SE FROM CRAWFORD.
 NP0310'0.6 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0310'RAILROAD FROM THE STATION AT CRAWFORD, 10 POLES NORTHWEST OF
 NP0310'MILEPOST 422, 20.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 NP0310'MAIN TRACK, 3.4 FEET ABOVE THE GROUND, AT THE OVERPASS OF U.S.
 NP0310'HIGHWAY 20 AND STATE HIGHWAY 2, SET VERTICALLY IN THE SOUTHWEST
 NP0310'SIDE OF THE NORTHWEST CONCRETE PIER OF THE 1ST SET OF PIERS
 NP0310'NORTHEAST OF THE TRACK, IN THE NORTHWEST 1/4 OF SECTION 11,
 NP0310'TOWNSHIP 31 NORTH, RANGE 52 WEST.
 NP0310
 NP0310                          STATION RECOVERY (1985)
 NP0310
 NP0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0310'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0310'BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0144 ***********************************************************************
 MN0144  DESIGNATION -  M 344
 MN0144  PID         -  MN0144
 MN0144  STATE/COUNTY-  NE/MORRILL
 MN0144  USGS QUAD   -  BRIDGEPORT NW (1965)
 MN0144
 MN0144                         *CURRENT SURVEY CONTROL
 MN0144  ___________________________________________________________________
 MN0144* NAD 83(1986)-  41 41 57.     (N)    103 08 16.     (W)     SCALED    
 MN0144* NAVD 88     -      1124.109  (meters)    3688.01   (feet)  ADJUSTED  
 MN0144  ___________________________________________________________________
 MN0144  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 MN0144  DYNAMIC HT  -        1123.405 (meters)    3685.70  (feet)  COMP
 MN0144  MODELED GRAV-     979,958.4   (mgal)                       NAVD 88
 MN0144
 MN0144  VERT ORDER  -  FIRST     CLASS II
 MN0144
 MN0144.The horizontal coordinates were scaled from a topographic map and have
 MN0144.an estimated accuracy of +/- 6 seconds.
 MN0144
 MN0144.The orthometric height was determined by differential leveling
 MN0144.and adjusted by the National Geodetic Survey in June 1991..
 MN0144
 MN0144.The geoid height was determined by GEOID03.
 MN0144
 MN0144.The dynamic height is computed by dividing the NAVD 88
 MN0144.geopotential number by the normal gravity value computed on the
 MN0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0144.degrees latitude (g = 980.6199 gals.).
 MN0144
 MN0144.The modeled gravity was interpolated from observed gravity values.
 MN0144
 MN0144;                    North         East    Units  Estimated Accuracy
 MN0144;SPC NE       -   211,890.      238,960.      MT  (+/- 180 meters Scaled)
 MN0144
 MN0144                          SUPERSEDED SURVEY CONTROL
 MN0144
 MN0144  NGVD 29 (??/??/92) 1123.546  (m)         3686.17   (f) ADJ UNCH    1 2
 MN0144
 MN0144.Superseded values are not recommended for survey control.
 MN0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0144.See file dsdata.txt to determine how the superseded data were derived.
 MN0144
 MN0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG549180(NAD 83)
 MN0144_MARKER: DB = BENCH MARK DISK
 MN0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0144_STAMPING: M 344 1956
 MN0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0144+STABILITY: SURFACE MOTION
 MN0144
 MN0144  HISTORY     - Date     Condition        Report By
 MN0144  HISTORY     - 1956     MONUMENTED       CGS
 MN0144
 MN0144                          STATION DESCRIPTION
 MN0144
 MN0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0144'4.1 MI NW FROM BRIDGEPORT.
 MN0144'2.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0144'FROM THE STATION AT BRIDGEPORT, THENCE 1.4 MILES NORTHWEST ALONG
 MN0144'A CRUSHED ROCK ROAD, THENCE 0.3 MILE SOUTH ALONG A ROAD LEADING
 MN0144'TO THE BEYERS AIRPORT, 21.4 FEET SOUTH OF THE SOUTHWEST CORNER
 MN0144'OF THE SOUTH HANGAR, 1.3 FEET EAST OF A FENCE, SET IN THE TOP
 MN0144'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN
 MN0144'THE NORTHWEST 1/4 OF SECTION 19, TOWNSHIP 20 NORTH, RANGE 50 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1720 ***********************************************************************
 MK1720  DESIGNATION -  M 345
 MK1720  PID         -  MK1720
 MK1720  STATE/COUNTY-  NE/PLATTE
 MK1720  USGS QUAD   -  LINDSAY (1985)
 MK1720
 MK1720                         *CURRENT SURVEY CONTROL
 MK1720  ___________________________________________________________________
 MK1720* NAD 83(1986)-  41 41 16.     (N)    097 40 39.     (W)     SCALED    
 MK1720* NAVD 88     -       516.243  (meters)    1693.71   (feet)  ADJUSTED  
 MK1720  ___________________________________________________________________
 MK1720  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 MK1720  DYNAMIC HT  -         516.023 (meters)    1692.99  (feet)  COMP
 MK1720  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 MK1720
 MK1720  VERT ORDER  -  SECOND    CLASS 0
 MK1720
 MK1720.The horizontal coordinates were scaled from a topographic map and have
 MK1720.an estimated accuracy of +/- 6 seconds.
 MK1720
 MK1720.The orthometric height was determined by differential leveling
 MK1720.and adjusted by the National Geodetic Survey in June 1991..
 MK1720
 MK1720.The geoid height was determined by GEOID03.
 MK1720
 MK1720.The dynamic height is computed by dividing the NAVD 88
 MK1720.geopotential number by the normal gravity value computed on the
 MK1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1720.degrees latitude (g = 980.6199 gals.).
 MK1720
 MK1720.The modeled gravity was interpolated from observed gravity values.
 MK1720
 MK1720;                    North         East    Units  Estimated Accuracy
 MK1720;SPC NE       -   208,490.      693,270.      MT  (+/- 180 meters Scaled)
 MK1720
 MK1720                          SUPERSEDED SURVEY CONTROL
 MK1720
 MK1720  NGVD 29 (??/??/92)  516.046  (m)         1693.06   (f) ADJ UNCH    2 0
 MK1720
 MK1720.Superseded values are not recommended for survey control.
 MK1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1720.See file dsdata.txt to determine how the superseded data were derived.
 MK1720
 MK1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM100159(NAD 83)
 MK1720_MARKER: DB = BENCH MARK DISK
 MK1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1720_STAMPING: M 345 1957
 MK1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1720+STABILITY: SURFACE MOTION
 MK1720
 MK1720  HISTORY     - Date     Condition        Report By
 MK1720  HISTORY     - 1957     MONUMENTED       CGS
 MK1720  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1720
 MK1720                          STATION DESCRIPTION
 MK1720
 MK1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1720'1.1 MI SE FROM LINDSAY.
 MK1720'ABOUT 1.1 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 MK1720'RAILWAY FROM THE STATION AT LINDSAY, IN SECTION 20, T. 20 N.,
 MK1720'R. 3 W., 40 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 62 FEET
 MK1720'SOUTHWEST OF THE CENTER OF THE CROSSING, 57 FEET WEST OF THE
 MK1720'CENTER LINE OF A NORTH-SOUTH ROAD, 13 FEET WEST OF A TELEPHONE
 MK1720'POLE, 1 1/2 FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A
 MK1720'WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE TRACK AND
 MK1720'ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 MK1720
 MK1720                          STATION RECOVERY (1989)
 MK1720
 MK1720'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0131 ***********************************************************************
 NO0131  DESIGNATION -  M 346
 NO0131  PID         -  NO0131
 NO0131  STATE/COUNTY-  NE/CHERRY
 NO0131  USGS QUAD   -  CROOKSTON EAST (1983)
 NO0131
 NO0131                         *CURRENT SURVEY CONTROL
 NO0131  ___________________________________________________________________
 NO0131* NAD 83(1986)-  42 52 37.     (N)    100 37 40.     (W)     SCALED    
 NO0131* NAVD 88     -       803.449  (meters)    2635.98   (feet)  ADJUSTED  
 NO0131  ___________________________________________________________________
 NO0131  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 NO0131  DYNAMIC HT  -         803.129 (meters)    2634.93  (feet)  COMP
 NO0131  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 NO0131
 NO0131  VERT ORDER  -  FIRST     CLASS II
 NO0131
 NO0131.The horizontal coordinates were scaled from a topographic map and have
 NO0131.an estimated accuracy of +/- 6 seconds.
 NO0131
 NO0131.The orthometric height was determined by differential leveling
 NO0131.and adjusted by the National Geodetic Survey in June 1991..
 NO0131
 NO0131.The geoid height was determined by GEOID03.
 NO0131
 NO0131.The dynamic height is computed by dividing the NAVD 88
 NO0131.geopotential number by the normal gravity value computed on the
 NO0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0131.degrees latitude (g = 980.6199 gals.).
 NO0131
 NO0131.The modeled gravity was interpolated from observed gravity values.
 NO0131
 NO0131;                    North         East    Units  Estimated Accuracy
 NO0131;SPC NE       -   338,140.      448,710.      MT  (+/- 180 meters Scaled)
 NO0131
 NO0131                          SUPERSEDED SURVEY CONTROL
 NO0131
 NO0131  NGVD 29 (??/??/92)  803.157  (m)         2635.02   (f) ADJ UNCH    1 2
 NO0131
 NO0131.Superseded values are not recommended for survey control.
 NO0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0131.See file dsdata.txt to determine how the superseded data were derived.
 NO0131
 NO0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN670484(NAD 83)
 NO0131_MARKER: DB = BENCH MARK DISK
 NO0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0131_STAMPING: M 346 1957
 NO0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0131+STABILITY: SURFACE MOTION
 NO0131
 NO0131  HISTORY     - Date     Condition        Report By
 NO0131  HISTORY     - 1957     MONUMENTED       CGS
 NO0131
 NO0131                          STATION DESCRIPTION
 NO0131
 NO0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0131'4.1 MI W FROM VALENTINE.
 NO0131'ABOUT 4.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0131'FROM THE STATION AT VALENTINE, IN SECTION 33, T. 34 N., R. 28 W.,
 NO0131'5 FEET EAST OF THE FOURTEENTH POLE EAST OF MILE POST 274, 42
 NO0131'FEET SOUTH OF THE SOUTH RAIL, 88 FEET NORTH OF THE CENTER LINE OF
 NO0131'U.S. HIGHWAY 20, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 NO0131'ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0131'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0225 ***********************************************************************
 NP0225  DESIGNATION -  M 348
 NP0225  PID         -  NP0225
 NP0225  STATE/COUNTY-  NE/DAWES
 NP0225  USGS QUAD   -  CHADRON EAST (1970)
 NP0225
 NP0225                         *CURRENT SURVEY CONTROL
 NP0225  ___________________________________________________________________
 NP0225* NAD 83(1986)-  42 49 29.     (N)    102 55 42.     (W)     SCALED    
 NP0225* NAVD 88     -      1039.672  (meters)    3410.99   (feet)  ADJUSTED  
 NP0225  ___________________________________________________________________
 NP0225  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 NP0225  DYNAMIC HT  -        1039.164 (meters)    3409.32  (feet)  COMP
 NP0225  MODELED GRAV-     980,096.3   (mgal)                       NAVD 88
 NP0225
 NP0225  VERT ORDER  -  FIRST     CLASS II
 NP0225
 NP0225.The horizontal coordinates were scaled from a topographic map and have
 NP0225.an estimated accuracy of +/- 6 seconds.
 NP0225
 NP0225.The orthometric height was determined by differential leveling
 NP0225.and adjusted by the National Geodetic Survey in June 1991..
 NP0225
 NP0225.The geoid height was determined by GEOID03.
 NP0225
 NP0225.The dynamic height is computed by dividing the NAVD 88
 NP0225.geopotential number by the normal gravity value computed on the
 NP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0225.degrees latitude (g = 980.6199 gals.).
 NP0225
 NP0225.The modeled gravity was interpolated from observed gravity values.
 NP0225
 NP0225;                    North         East    Units  Estimated Accuracy
 NP0225;SPC NE       -   336,210.      260,610.      MT  (+/- 180 meters Scaled)
 NP0225
 NP0225                          SUPERSEDED SURVEY CONTROL
 NP0225
 NP0225  NGVD 29 (??/??/92) 1039.140  (m)         3409.25   (f) ADJ UNCH    1 2
 NP0225
 NP0225.Superseded values are not recommended for survey control.
 NP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0225.See file dsdata.txt to determine how the superseded data were derived.
 NP0225
 NP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH693434(NAD 83)
 NP0225_MARKER: DB = BENCH MARK DISK
 NP0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0225_STAMPING: M 348 1957
 NP0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0225+STABILITY: SURFACE MOTION
 NP0225
 NP0225  HISTORY     - Date     Condition        Report By
 NP0225  HISTORY     - 1957     MONUMENTED       CGS
 NP0225  HISTORY     - 1974     GOOD             CNWRR
 NP0225
 NP0225                          STATION DESCRIPTION
 NP0225
 NP0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0225'3.6 MI E FROM CHADRON.
 NP0225'ABOUT 3.55 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0225'RAILWAY FROM THE STATION AT CHADRON, IN SECTION 24, T. 33 N.,
 NP0225'R. 48 W., 6 1/2 FEET WEST OF THE TWELFTH POLE EAST OF MILEPOST
 NP0225'403, 0.1 MILE EAST OF A ROAD CROSSING, 36 FEET SOUTH OF THE SOUTH
 NP0225'RAIL, 109 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 10
 NP0225'FEET NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN
 NP0225'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK AND IN THE TOP
 NP0225'OF A CONCRETE POST WHICH PROJECTS 5 INCHES.  NOTE-- THERE WAS
 NP0225'NO FENCE LINE FOUND.  THE CONCRETE POST WAS CRACKED IN A FEW PLACES.
 NP0225
 NP0225                          STATION RECOVERY (1974)
 NP0225
 NP0225'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1974
 NP0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0256 ***********************************************************************
 NP0256  DESIGNATION -  M 349
 NP0256  PID         -  NP0256
 NP0256  STATE/COUNTY-  NE/DAWES
 NP0256  USGS QUAD   -  TRUNK BUTTE (1980)
 NP0256
 NP0256                         *CURRENT SURVEY CONTROL
 NP0256  ___________________________________________________________________
 NP0256* NAD 83(1986)-  42 48 28.     (N)    103 13 17.     (W)     SCALED    
 NP0256* NAVD 88     -      1022.668  (meters)    3355.20   (feet)  ADJUSTED  
 NP0256  ___________________________________________________________________
 NP0256  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 NP0256  DYNAMIC HT  -        1022.152 (meters)    3353.51  (feet)  COMP
 NP0256  MODELED GRAV-     980,081.1   (mgal)                       NAVD 88
 NP0256
 NP0256  VERT ORDER  -  FIRST     CLASS II
 NP0256
 NP0256.The horizontal coordinates were scaled from a topographic map and have
 NP0256.an estimated accuracy of +/- 6 seconds.
 NP0256
 NP0256.The orthometric height was determined by differential leveling
 NP0256.and adjusted by the National Geodetic Survey in June 1991..
 NP0256
 NP0256.The geoid height was determined by GEOID03.
 NP0256
 NP0256.The dynamic height is computed by dividing the NAVD 88
 NP0256.geopotential number by the normal gravity value computed on the
 NP0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0256.degrees latitude (g = 980.6199 gals.).
 NP0256
 NP0256.The modeled gravity was interpolated from observed gravity values.
 NP0256
 NP0256;                    North         East    Units  Estimated Accuracy
 NP0256;SPC NE       -   335,180.      236,590.      MT  (+/- 180 meters Scaled)
 NP0256
 NP0256                          SUPERSEDED SURVEY CONTROL
 NP0256
 NP0256  NGVD 29 (??/??/92) 1022.107  (m)         3353.36   (f) ADJ UNCH    1 2
 NP0256
 NP0256.Superseded values are not recommended for survey control.
 NP0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0256.See file dsdata.txt to determine how the superseded data were derived.
 NP0256
 NP0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH454410(NAD 83)
 NP0256_MARKER: DB = BENCH MARK DISK
 NP0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0256_SP_SET: PIER
 NP0256_STAMPING: M 349 1957
 NP0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0256
 NP0256  HISTORY     - Date     Condition        Report By
 NP0256  HISTORY     - 1957     MONUMENTED       CGS
 NP0256
 NP0256                          STATION DESCRIPTION
 NP0256
 NP0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0256'2.5 MI NE FROM WHITNEY.
 NP0256'ABOUT 2.5 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0256'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 28, T. 33 N.,
 NP0256'R. 50 W., 10 1/2 POLS SOUTHWEST OF MILEPOST 419, 9 1/2 FEET
 NP0256'SOUTHEAST OF THE SOUTHEAST RAIL, 5 FEET BELOW THE LEVEL OF THE
 NP0256'TRACK, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST PIER
 NP0256'OF THE BRIDGE OVER COTTONWOOD CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0326 ***********************************************************************
 NP0326  DESIGNATION -  M 35
 NP0326  PID         -  NP0326
 NP0326  STATE/COUNTY-  NE/DAWES
 NP0326  USGS QUAD   -  WAYSIDE (1980)
 NP0326
 NP0326                         *CURRENT SURVEY CONTROL
 NP0326  ___________________________________________________________________
 NP0326* NAD 83(1986)-  42 54 57.     (N)    103 10 31.     (W)     SCALED    
 NP0326* NAVD 88     -      1031.975  (meters)    3385.74   (feet)  ADJUSTED  
 NP0326  ___________________________________________________________________
 NP0326  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 NP0326  DYNAMIC HT  -        1031.483 (meters)    3384.12  (feet)  COMP
 NP0326  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 NP0326
 NP0326  VERT ORDER  -  SECOND    CLASS 0
 NP0326
 NP0326.The horizontal coordinates were scaled from a topographic map and have
 NP0326.an estimated accuracy of +/- 6 seconds.
 NP0326
 NP0326.The orthometric height was determined by differential leveling
 NP0326.and adjusted by the National Geodetic Survey in June 1991..
 NP0326
 NP0326.The geoid height was determined by GEOID03.
 NP0326
 NP0326.The dynamic height is computed by dividing the NAVD 88
 NP0326.geopotential number by the normal gravity value computed on the
 NP0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0326.degrees latitude (g = 980.6199 gals.).
 NP0326
 NP0326.The modeled gravity was interpolated from observed gravity values.
 NP0326
 NP0326;                    North         East    Units  Estimated Accuracy
 NP0326;SPC NE       -   347,030.      240,800.      MT  (+/- 180 meters Scaled)
 NP0326
 NP0326                          SUPERSEDED SURVEY CONTROL
 NP0326
 NP0326  NGVD 29 (??/??/92) 1031.419  (m)         3383.91   (f) ADJ UNCH    2 0
 NP0326
 NP0326.Superseded values are not recommended for survey control.
 NP0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0326.See file dsdata.txt to determine how the superseded data were derived.
 NP0326
 NP0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH489530(NAD 83)
 NP0326_MARKER: DB = BENCH MARK DISK
 NP0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0326_STAMPING: M 35 1934
 NP0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0326+STABILITY: SURFACE MOTION
 NP0326
 NP0326  HISTORY     - Date     Condition        Report By
 NP0326  HISTORY     - 1934     MONUMENTED       CGS
 NP0326  HISTORY     - 1957     GOOD             NGS
 NP0326
 NP0326                          STATION DESCRIPTION
 NP0326
 NP0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0326'6.1 MI SE FROM WAYSIDE.
 NP0326'ABOUT 6.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0326'RAILWAY FROM THE STATION AT WAYSIDE, IN SECTION 23, T.34 N.,
 NP0326'R.50 W., 100 FEET NORTHEAST AND ACROSS THE TRACK FROM THE
 NP0326'FOURTH POLE SOUTHEAST OF MILEPOST 6, 44 1/2 FEET NORTHEAST OF
 NP0326'THE NORTHEAST RAIL, 173 FEET NORTHWEST OF THE CENTER OF A PRIVATE
 NP0326'ROAD CROSSING, 3 FEET SOUTHWEST OF A FENCE LINE, 1 1/2 FEET
 NP0326'SOUTHEAST OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A
 NP0326'CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0331 ***********************************************************************
 NO0331  DESIGNATION -  M 350
 NO0331  PID         -  NO0331
 NO0331  STATE/COUNTY-  NE/CHERRY
 NO0331  USGS QUAD   -  IRWIN (1990)
 NO0331
 NO0331                         *CURRENT SURVEY CONTROL
 NO0331  ___________________________________________________________________
 NO0331* NAD 83(1986)-  42 53 10.     (N)    101 56 07.     (W)     SCALED    
 NO0331* NAVD 88     -      1041.376  (meters)    3416.58   (feet)  ADJUSTED  
 NO0331  ___________________________________________________________________
 NO0331  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 NO0331  DYNAMIC HT  -        1040.900 (meters)    3415.02  (feet)  COMP
 NO0331  MODELED GRAV-     980,127.2   (mgal)                       NAVD 88
 NO0331
 NO0331  VERT ORDER  -  FIRST     CLASS II
 NO0331
 NO0331.The horizontal coordinates were scaled from a topographic map and have
 NO0331.an estimated accuracy of +/- 6 seconds.
 NO0331
 NO0331.The orthometric height was determined by differential leveling
 NO0331.and adjusted by the National Geodetic Survey in June 1991..
 NO0331
 NO0331.The geoid height was determined by GEOID03.
 NO0331
 NO0331.The dynamic height is computed by dividing the NAVD 88
 NO0331.geopotential number by the normal gravity value computed on the
 NO0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0331.degrees latitude (g = 980.6199 gals.).
 NO0331
 NO0331.The modeled gravity was interpolated from observed gravity values.
 NO0331
 NO0331;                    North         East    Units  Estimated Accuracy
 NO0331;SPC NE       -   340,740.      341,930.      MT  (+/- 180 meters Scaled)
 NO0331
 NO0331                          SUPERSEDED SURVEY CONTROL
 NO0331
 NO0331  NGVD 29 (??/??/92) 1040.923  (m)         3415.09   (f) ADJ UNCH    1 2
 NO0331
 NO0331.Superseded values are not recommended for survey control.
 NO0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0331.See file dsdata.txt to determine how the superseded data were derived.
 NO0331
 NO0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN603523(NAD 83)
 NO0331_MARKER: DB = BENCH MARK DISK
 NO0331_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NO0331+WITH SETTING: INTO GROUND
 NO0331_STAMPING: M 350 1957
 NO0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0331+STABILITY: SURFACE MOTION
 NO0331
 NO0331  HISTORY     - Date     Condition        Report By
 NO0331  HISTORY     - 1957     MONUMENTED       CGS
 NO0331
 NO0331                          STATION DESCRIPTION
 NO0331
 NO0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0331'12.7 MI W FROM MERRIMAN.
 NO0331'ABOUT 12.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0331'FROM THE STATION AT MERRIMAN, IN T. 34 N., R. 39 W., SECTION
 NO0331'32., 66 FEET NORTHEAST OF THE 7TH TELEPHONE POLE NORTHEAST OF
 NO0331'MILEPOST 345, 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN LINE
 NO0331'WITH A ROW OF TELEPHONE POLES, 7 FEET NORTHWEST OF THE SOUTHEAST
 NO0331'RIGHT OF WAY FENCE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS
 NO0331'POST, ABOUT LEVEL WITH THE RAILS, A DISK BRAZED ON THE TOP OF
 NO0331'A 3-INCH IRON PIPE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0023 ***********************************************************************
 NP0023  DESIGNATION -  M 351
 NP0023  PID         -  NP0023
 NP0023  STATE/COUNTY-  NE/SHERIDAN
 NP0023  USGS QUAD   -  CLINTON (1969)
 NP0023
 NP0023                         *CURRENT SURVEY CONTROL
 NP0023  ___________________________________________________________________
 NP0023* NAD 83(1986)-  42 47 51.     (N)    102 15 46.     (W)     SCALED    
 NP0023* NAVD 88     -      1106.969  (meters)    3631.78   (feet)  ADJUSTED  
 NP0023  ___________________________________________________________________
 NP0023  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 NP0023  DYNAMIC HT  -        1106.444 (meters)    3630.06  (feet)  COMP
 NP0023  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 NP0023
 NP0023  VERT ORDER  -  FIRST     CLASS II
 NP0023
 NP0023.The horizontal coordinates were scaled from a topographic map and have
 NP0023.an estimated accuracy of +/- 6 seconds.
 NP0023
 NP0023.The orthometric height was determined by differential leveling
 NP0023.and adjusted by the National Geodetic Survey in June 1991..
 NP0023
 NP0023.The geoid height was determined by GEOID03.
 NP0023
 NP0023.The dynamic height is computed by dividing the NAVD 88
 NP0023.geopotential number by the normal gravity value computed on the
 NP0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0023.degrees latitude (g = 980.6199 gals.).
 NP0023
 NP0023.The modeled gravity was interpolated from observed gravity values.
 NP0023
 NP0023;                    North         East    Units  Estimated Accuracy
 NP0023;SPC NE       -   331,550.      314,920.      MT  (+/- 180 meters Scaled)
 NP0023
 NP0023                          SUPERSEDED SURVEY CONTROL
 NP0023
 NP0023  NGVD 29 (??/??/92) 1106.477  (m)         3630.17   (f) ADJ UNCH    1 2
 NP0023
 NP0023.Superseded values are not recommended for survey control.
 NP0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0023.See file dsdata.txt to determine how the superseded data were derived.
 NP0023
 NP0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH238419(NAD 83)
 NP0023_MARKER: DB = BENCH MARK DISK
 NP0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0023_STAMPING: M 351 1957
 NP0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0023+STABILITY: SURFACE MOTION
 NP0023
 NP0023  HISTORY     - Date     Condition        Report By
 NP0023  HISTORY     - 1957     MONUMENTED       CGS
 NP0023
 NP0023                          STATION DESCRIPTION
 NP0023
 NP0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0023'3.1 MI SW FROM GORDON.
 NP0023'ABOUT 3.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0023'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 42 W., AND THE
 NP0023'NORTHEAST CORNER OF SECTION 33., 109 FEET NORTH OF THE 2ND POLE
 NP0023'NORTHEAST OF MILE POST 363, 73 FEET WEST-SOUTHWEST OF THE CENTER
 NP0023'OF A ROAD CROSSING, 93 FEET SOUTHWEST OF THE CENTER LINE OF A
 NP0023'DIRT ROAD, 43 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 1/2
 NP0023'FEET SOUTHEAST OF A FENCE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN
 NP0023'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAILS, AND IN
 NP0023'THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0018 ***********************************************************************
 NP0018  DESIGNATION -  M 352
 NP0018  PID         -  NP0018
 NP0018  STATE/COUNTY-  NE/SHERIDAN
 NP0018  USGS QUAD   -  GORDON (1969)
 NP0018
 NP0018                         *CURRENT SURVEY CONTROL
 NP0018  ___________________________________________________________________
 NP0018* NAD 83(1986)-  42 48 24.     (N)    102 12 15.     (W)     SCALED    
 NP0018* NAVD 88     -      1084.958  (meters)    3559.57   (feet)  ADJUSTED  
 NP0018  ___________________________________________________________________
 NP0018  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 NP0018  DYNAMIC HT  -        1084.445 (meters)    3557.88  (feet)  COMP
 NP0018  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 NP0018
 NP0018  VERT ORDER  -  FIRST     CLASS II
 NP0018
 NP0018.The horizontal coordinates were scaled from a topographic map and have
 NP0018.an estimated accuracy of +/- 6 seconds.
 NP0018
 NP0018.The orthometric height was determined by differential leveling
 NP0018.and adjusted by the National Geodetic Survey in June 1991..
 NP0018
 NP0018.The geoid height was determined by GEOID03.
 NP0018
 NP0018.The dynamic height is computed by dividing the NAVD 88
 NP0018.geopotential number by the normal gravity value computed on the
 NP0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0018.degrees latitude (g = 980.6199 gals.).
 NP0018
 NP0018.The modeled gravity was interpolated from observed gravity values.
 NP0018
 NP0018;                    North         East    Units  Estimated Accuracy
 NP0018;SPC NE       -   332,440.      319,740.      MT  (+/- 180 meters Scaled)
 NP0018
 NP0018                          SUPERSEDED SURVEY CONTROL
 NP0018
 NP0018  NGVD 29 (??/??/92) 1084.470  (m)         3557.97   (f) ADJ UNCH    1 2
 NP0018
 NP0018.Superseded values are not recommended for survey control.
 NP0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0018.See file dsdata.txt to determine how the superseded data were derived.
 NP0018
 NP0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH286431(NAD 83)
 NP0018_MARKER: DB = BENCH MARK DISK
 NP0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0018_SP_SET: BUILDING
 NP0018_STAMPING: M 352 1957
 NP0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0018
 NP0018  HISTORY     - Date     Condition        Report By
 NP0018  HISTORY     - 1957     MONUMENTED       CGS
 NP0018
 NP0018                          STATION DESCRIPTION
 NP0018
 NP0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0018'AT GORDON.
 NP0018'AT GORDON, AT THE COMMUNITY BUILDING, 58 FEET EAST OF THE CENTER
 NP0018'LINE OF OAK STREET, 38 FEET NORTH OF THE CENTER LINE OF THE
 NP0018'WEST ENTRANCE TO THE BUILDING, 0.8 FOOT SOUTH OF THE NORTHWEST
 NP0018'CORNER OF THE COMMUNITY BUILDING, 3 FEET ABOVE THE LEVEL OF THE
 NP0018'GROUND, SET VERTICALLY ON THE WEST FACE OF THE NORTHWEST CORNER
 NP0018'OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0207 ***********************************************************************
 NP0207  DESIGNATION -  M 353
 NP0207  PID         -  NP0207
 NP0207  STATE/COUNTY-  NE/SHERIDAN
 NP0207  USGS QUAD   -  HAY SPRINGS (1966)
 NP0207
 NP0207                         *CURRENT SURVEY CONTROL
 NP0207  ___________________________________________________________________
 NP0207* NAD 83(1986)-  42 40 55.     (N)    102 41 52.     (W)     SCALED    
 NP0207* NAVD 88     -      1165.361  (meters)    3823.36   (feet)  ADJUSTED  
 NP0207  ___________________________________________________________________
 NP0207  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 NP0207  DYNAMIC HT  -        1164.766 (meters)    3821.40  (feet)  COMP
 NP0207  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 NP0207
 NP0207  VERT ORDER  -  FIRST     CLASS II
 NP0207
 NP0207.The horizontal coordinates were scaled from a topographic map and have
 NP0207.an estimated accuracy of +/- 6 seconds.
 NP0207
 NP0207.The orthometric height was determined by differential leveling
 NP0207.and adjusted by the National Geodetic Survey in June 1991..
 NP0207
 NP0207.The geoid height was determined by GEOID03.
 NP0207
 NP0207.The dynamic height is computed by dividing the NAVD 88
 NP0207.geopotential number by the normal gravity value computed on the
 NP0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0207.degrees latitude (g = 980.6199 gals.).
 NP0207
 NP0207.The modeled gravity was interpolated from observed gravity values.
 NP0207
 NP0207;                    North         East    Units  Estimated Accuracy
 NP0207;SPC NE       -   319,740.      278,950.      MT  (+/- 180 meters Scaled)
 NP0207
 NP0207                          SUPERSEDED SURVEY CONTROL
 NP0207
 NP0207  NGVD 29 (??/??/92) 1164.823  (m)         3821.59   (f) ADJ UNCH    1 2
 NP0207
 NP0207.Superseded values are not recommended for survey control.
 NP0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0207.See file dsdata.txt to determine how the superseded data were derived.
 NP0207
 NP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH886280(NAD 83)
 NP0207_MARKER: DB = BENCH MARK DISK
 NP0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0207_STAMPING: M 353 1957
 NP0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0207+STABILITY: SURFACE MOTION
 NP0207
 NP0207  HISTORY     - Date     Condition        Report By
 NP0207  HISTORY     - 1957     MONUMENTED       CGS
 NP0207
 NP0207                          STATION DESCRIPTION
 NP0207
 NP0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0207'0.3 MI NW FROM HAY SPRINGS.
 NP0207'ABOUT 0.3 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0207'RAILWAY FROM THE STATION AT HAY SPRINGS, AT THE HAY SPRINGS
 NP0207'AIRPORT, IN T. 31 N., R. 46 W., SECTION 10, 71 FEET SOUTHEAST OF
 NP0207'A NORTH-SOUTH FENCE LINE, 42 FEET NORTHWEST OF THE CENTER LINE
 NP0207'OF A DRIVE WAY, 3 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 NP0207'CONCRETE FOUNDATION AROUND A GAS PUMP, 1 FOOT SOUTH OF THE SOUTHEAST
 NP0207'CORNER OF THE MIDDLE HANGAR, SET IN THE TOP OF A CONCRETE POST
 NP0207'WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0544 ***********************************************************************
 NN0544  DESIGNATION -  M 36
 NN0544  PID         -  NN0544
 NN0544  STATE/COUNTY-  NE/ROCK
 NN0544  USGS QUAD   -  BASSETT (1954)
 NN0544
 NN0544                         *CURRENT SURVEY CONTROL
 NN0544  ___________________________________________________________________
 NN0544* NAD 83(1986)-  42 35 39.     (N)    099 32 17.     (W)     SCALED    
 NN0544* NAVD 88     -       704.843  (meters)    2312.47   (feet)  ADJUSTED  
 NN0544  ___________________________________________________________________
 NN0544  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 NN0544  DYNAMIC HT  -         704.557 (meters)    2311.53  (feet)  COMP
 NN0544  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 NN0544
 NN0544  VERT ORDER  -  SECOND    CLASS 0
 NN0544
 NN0544.The horizontal coordinates were scaled from a topographic map and have
 NN0544.an estimated accuracy of +/- 6 seconds.
 NN0544
 NN0544.The orthometric height was determined by differential leveling
 NN0544.and adjusted by the National Geodetic Survey in June 1991..
 NN0544
 NN0544.The geoid height was determined by GEOID03.
 NN0544
 NN0544.The dynamic height is computed by dividing the NAVD 88
 NN0544.geopotential number by the normal gravity value computed on the
 NN0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0544.degrees latitude (g = 980.6199 gals.).
 NN0544
 NN0544.The modeled gravity was interpolated from observed gravity values.
 NN0544
 NN0544;                    North         East    Units  Estimated Accuracy
 NN0544;SPC NE       -   306,640.      537,910.      MT  (+/- 180 meters Scaled)
 NN0544
 NN0544                          SUPERSEDED SURVEY CONTROL
 NN0544
 NN0544  NGVD 29 (??/??/92)  704.596  (m)         2311.66   (f) ADJ UNCH    2 0
 NN0544
 NN0544.Superseded values are not recommended for survey control.
 NN0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0544.See file dsdata.txt to determine how the superseded data were derived.
 NN0544
 NN0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN558158(NAD 83)
 NN0544_MARKER: DB = BENCH MARK DISK
 NN0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0544_STAMPING: M-36 1934
 NN0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0544+STABILITY: SURFACE MOTION
 NN0544
 NN0544  HISTORY     - Date     Condition        Report By
 NN0544  HISTORY     - 1934     MONUMENTED       CGS
 NN0544
 NN0544                          STATION DESCRIPTION
 NN0544
 NN0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0544'0.5 MI N FROM BASSETT.
 NN0544'M-36 IS LOCATED AT THE JUNCTION OF U.S. HYS. 83 AND 20, 60 YDS.
 NN0544'SOUTH OF A PROJECTION WEST OF THE CENTERLINE OF U.S. HY. 20,
 NN0544'48 FT. WEST OF CENTERLINE OF THE HIGHWAY 83, 1.5 FT. EAST OF
 NN0544'R/W FENCE PARALLEL TO HYS. 20 AND 83.  STANDARD TABLET SET IN
 NN0544'TOP OF A CONCRETE POST 3 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0545 ***********************************************************************
 NN0545  DESIGNATION -  M 36 RESET
 NN0545  PID         -  NN0545
 NN0545  STATE/COUNTY-  NE/ROCK
 NN0545  USGS QUAD   -  BASSETT (1954)
 NN0545
 NN0545                         *CURRENT SURVEY CONTROL
 NN0545  ___________________________________________________________________
 NN0545* NAD 83(1986)-  42 35 39.     (N)    099 32 17.     (W)     SCALED    
 NN0545* NAVD 88     -       704.95   (meters)    2312.8    (feet)  RESET     
 NN0545  ___________________________________________________________________
 NN0545  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 NN0545
 NN0545  VERT ORDER  -  THIRD
 NN0545
 NN0545.The horizontal coordinates were scaled from a topographic map and have
 NN0545.an estimated accuracy of +/- 6 seconds.
 NN0545
 NN0545.The orthometric height was computed from unverified reset data.
 NN0545
 NN0545.The geoid height was determined by GEOID03.
 NN0545
 NN0545;                    North         East    Units  Estimated Accuracy
 NN0545;SPC NE       -   306,640.      537,910.      MT  (+/- 180 meters Scaled)
 NN0545
 NN0545                          SUPERSEDED SURVEY CONTROL
 NN0545
 NN0545  NGVD 29 (??/??/??)  704.71   (m)         2312.0    (f) RESET       3  
 NN0545
 NN0545.Superseded values are not recommended for survey control.
 NN0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0545.See file dsdata.txt to determine how the superseded data were derived.
 NN0545
 NN0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN558158(NAD 83)
 NN0545_MARKER: DB = BENCH MARK DISK
 NN0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0545_STAMPING: M 36 RESET 1948
 NN0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0545+STABILITY: SURFACE MOTION
 NN0545
 NN0545  HISTORY     - Date     Condition        Report By
 NN0545  HISTORY     - 1948     MONUMENTED       CGS
 NN0545  HISTORY     - 1954     GOOD             NGS
 NN0545
 NN0545                          STATION DESCRIPTION
 NN0545
 NN0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NN0545'0.5 MI N FROM BASSETT.
 NN0545'0.5 MILES NORTH ALONG U.S. 183 FROM THE CHICAGO AND NORTH
 NN0545'WESTERN RAILWAY STATION AT BASSETT.  SET AT THE JUNCTION OF U.S.
 NN0545'HIGHWAY 20, 60 YARDS SOUTH OF THE EXTENDED CENTERLINE OF U.S.
 NN0545'HIGHWAY 20, 49 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 183
 NN0545'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 180 SOUTH
 NN0545'AND 50 FEET WEST OF THE JUNCTION OF HIGHWAYS AND 2 FEET EAST
 NN0545'OF THE RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0395 ***********************************************************************
 LG0395  DESIGNATION -  M 363
 LG0395  PID         -  LG0395
 LG0395  STATE/COUNTY-  NE/LANCASTER
 LG0395  USGS QUAD   -  EMERALD (1978)
 LG0395
 LG0395                         *CURRENT SURVEY CONTROL
 LG0395  ___________________________________________________________________
 LG0395* NAD 83(1986)-  40 49 42.     (N)    096 47 16.     (W)     SCALED    
 LG0395* NAVD 88     -       391.990  (meters)    1286.05   (feet)  ADJUSTED  
 LG0395  ___________________________________________________________________
 LG0395  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 LG0395  DYNAMIC HT  -         391.808 (meters)    1285.46  (feet)  COMP
 LG0395  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 LG0395
 LG0395  VERT ORDER  -  SECOND    CLASS 0
 LG0395
 LG0395.The horizontal coordinates were scaled from a topographic map and have
 LG0395.an estimated accuracy of +/- 6 seconds.
 LG0395
 LG0395.The orthometric height was determined by differential leveling
 LG0395.and adjusted by the National Geodetic Survey in June 1991..
 LG0395
 LG0395.The geoid height was determined by GEOID03.
 LG0395
 LG0395.The dynamic height is computed by dividing the NAVD 88
 LG0395.geopotential number by the normal gravity value computed on the
 LG0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0395.degrees latitude (g = 980.6199 gals.).
 LG0395
 LG0395.The modeled gravity was interpolated from observed gravity values.
 LG0395
 LG0395;                    North         East    Units  Estimated Accuracy
 LG0395;SPC NE       -   115,500.      770,830.      MT  (+/- 180 meters Scaled)
 LG0395
 LG0395                          SUPERSEDED SURVEY CONTROL
 LG0395
 LG0395  NGVD 29 (??/??/92)  391.850  (m)         1285.59   (f) ADJ UNCH    2 0
 LG0395
 LG0395.Superseded values are not recommended for survey control.
 LG0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0395.See file dsdata.txt to determine how the superseded data were derived.
 LG0395
 LG0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL865220(NAD 83)
 LG0395_MARKER: DB = BENCH MARK DISK
 LG0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0395_STAMPING: M 363 1961
 LG0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0395+STABILITY: SURFACE MOTION
 LG0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0395+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1987
 LG0395
 LG0395  HISTORY     - Date     Condition        Report By
 LG0395  HISTORY     - 1961     MONUMENTED       CGS
 LG0395  HISTORY     - 19870310 MARK NOT FOUND   NGS
 LG0395
 LG0395                          STATION DESCRIPTION
 LG0395
 LG0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0395'5.2 MI NW FROM LINCOLN.
 LG0395'4.05 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION OF
 LG0395'9TH. STREET AND U.S. HIGHWAY 6 CITY ROUTE (0 ST.) IN LINCOLN,
 LG0395'THENCE 1.1 MILE NORTH ALONG AIR BASE ROAD (BAKER AVE.), 0.9
 LG0395'MILE SOUTH OF LINCOLN AIR FORCE BASE, 59.0 FEET WEST OF CENTER
 LG0395'LINE OF BAKER AVE., 1.6 FEET NORTHWEST OF METAL WITNESS POST WITH
 LG0395'SIGN, 1 FOOT EAST OF A RIGHT WAY FENCE, SET IN TOP OF A SQUARE
 LG0395'CONCRETE POST PROJECTING 4-INCHES ABOVE THE GROUND AND ABOUT
 LG0395'1 1/2 FEET HIGHER THAN ROAD.
 LG0395
 LG0395                          STATION RECOVERY (1987)
 LG0395
 LG0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LG0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0072 ***********************************************************************
 LG0072  DESIGNATION -  M 364
 LG0072  PID         -  LG0072
 LG0072  STATE/COUNTY-  NE/CASS
 LG0072  USGS QUAD   -  WEEPING WATER (1966)
 LG0072
 LG0072                         *CURRENT SURVEY CONTROL
 LG0072  ___________________________________________________________________
 LG0072* NAD 83(1986)-  40 48 48.     (N)    096 09 36.     (W)     SCALED    
 LG0072* NAVD 88     -       376.723  (meters)    1235.97   (feet)  ADJUSTED  
 LG0072  ___________________________________________________________________
 LG0072  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 LG0072  DYNAMIC HT  -         376.559 (meters)    1235.43  (feet)  COMP
 LG0072  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 LG0072
 LG0072  VERT ORDER  -  SECOND    CLASS 0
 LG0072
 LG0072.The horizontal coordinates were scaled from a topographic map and have
 LG0072.an estimated accuracy of +/- 6 seconds.
 LG0072
 LG0072.The orthometric height was determined by differential leveling
 LG0072.and adjusted by the National Geodetic Survey in June 1991..
 LG0072
 LG0072.The geoid height was determined by GEOID03.
 LG0072
 LG0072.The dynamic height is computed by dividing the NAVD 88
 LG0072.geopotential number by the normal gravity value computed on the
 LG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0072.degrees latitude (g = 980.6199 gals.).
 LG0072
 LG0072.The modeled gravity was interpolated from observed gravity values.
 LG0072
 LG0072;                    North         East    Units  Estimated Accuracy
 LG0072;SPC NE       -   116,000.      823,800.      MT  (+/- 180 meters Scaled)
 LG0072
 LG0072                          SUPERSEDED SURVEY CONTROL
 LG0072
 LG0072  NGVD 29 (??/??/92)  376.627  (m)         1235.65   (f) ADJ UNCH    2 0
 LG0072
 LG0072.Superseded values are not recommended for survey control.
 LG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0072.See file dsdata.txt to determine how the superseded data were derived.
 LG0072
 LG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL395219(NAD 83)
 LG0072_MARKER: DB = BENCH MARK DISK
 LG0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0072_STAMPING: M 364 1961
 LG0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0072+STABILITY: SURFACE MOTION
 LG0072
 LG0072  HISTORY     - Date     Condition        Report By
 LG0072  HISTORY     - 1961     MONUMENTED       CGS
 LG0072
 LG0072                          STATION DESCRIPTION
 LG0072
 LG0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0072'3.1 MI NW FROM AVOCA.
 LG0072'1.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0072'STATION AT AVOCA, TO U.S. HIGHWAY 34, THENCE 1.8 MILES WEST
 LG0072'ALONG U.S. HIGHWAY 34, ABOUT 242 FEET NORTHWEST OF A CROSSING,
 LG0072'62.6 FEET NORTH OF CENTER LINE OF HIGHWAY, 44 FEET SOUTH OF FENCE,
 LG0072'3 FEET NORTHEAST OF A TELEPHONE POLE WITH ONE GUY WIRE, 3 FEET
 LG0072'HIGHER THAN THE HIGHWAY, ON A CUTBANK, 1.4 FEET WEST OF A
 LG0072'METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE
 LG0072'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0473 ***********************************************************************
 LG0473  DESIGNATION -  M 365
 LG0473  PID         -  LG0473
 LG0473  STATE/COUNTY-  NE/SALINE
 LG0473  USGS QUAD   -  PLEASANT HILL (1964)
 LG0473
 LG0473                         *CURRENT SURVEY CONTROL
 LG0473  ___________________________________________________________________
 LG0473* NAD 83(1986)-  40 34 01.     (N)    097 07 22.     (W)     SCALED    
 LG0473* NAVD 88     -       443.399  (meters)    1454.72   (feet)  ADJUSTED  
 LG0473  ___________________________________________________________________
 LG0473  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 LG0473  DYNAMIC HT  -         443.154 (meters)    1453.91  (feet)  COMP
 LG0473  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 LG0473
 LG0473  VERT ORDER  -  SECOND    CLASS 0
 LG0473
 LG0473.The horizontal coordinates were scaled from a topographic map and have
 LG0473.an estimated accuracy of +/- 6 seconds.
 LG0473
 LG0473.The orthometric height was determined by differential leveling
 LG0473.and adjusted by the National Geodetic Survey in June 1991..
 LG0473
 LG0473.The geoid height was determined by GEOID03.
 LG0473
 LG0473.The dynamic height is computed by dividing the NAVD 88
 LG0473.geopotential number by the normal gravity value computed on the
 LG0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0473.degrees latitude (g = 980.6199 gals.).
 LG0473
 LG0473.The modeled gravity was interpolated from observed gravity values.
 LG0473
 LG0473;                    North         East    Units  Estimated Accuracy
 LG0473;SPC NE       -    85,510.      743,560.      MT  (+/- 180 meters Scaled)
 LG0473
 LG0473                          SUPERSEDED SURVEY CONTROL
 LG0473
 LG0473  NGVD 29 (??/??/92)  443.241  (m)         1454.20   (f) ADJ UNCH    2 0
 LG0473
 LG0473.Superseded values are not recommended for survey control.
 LG0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0473.See file dsdata.txt to determine how the superseded data were derived.
 LG0473
 LG0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK589923(NAD 83)
 LG0473_MARKER: DB = BENCH MARK DISK
 LG0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0473_STAMPING: M 365 1961
 LG0473_MARK LOGO: CGS   
 LG0473_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0473+STABILITY: SURFACE MOTION
 LG0473
 LG0473  HISTORY     - Date     Condition        Report By
 LG0473  HISTORY     - 1961     MONUMENTED       CGS
 LG0473  HISTORY     - 19950417 GOOD             NGS
 LG0473
 LG0473                          STATION DESCRIPTION
 LG0473
 LG0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0473'5.8 MI S FROM DORCHESTER.
 LG0473'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0473'FROM THE RAILROAD STATION AT DORCHESTER, TO STATE HIGHWAY 15,
 LG0473'THENCE 5.5 MILES SOUTH ALONG STATE HIGHWAY 15, 0.1 MILE
 LG0473'SOUTHWEST OF A NEW FARM HOUSE, 0.05 MILE NORTH OF POWER LINE
 LG0473'CROSSING THE HIGHWAY, 30.6 FEET WEST OF CENTER LINE OF
 LG0473'INTERSECTION OF ROAD CROSSING, 1.8 FEET NORTH OF A METAL WITNESS
 LG0473'POST WITH SIGN, 0.7 FEET EAST OF A FENCE, SET IN TOP OF A SQUARE
 LG0473'CONCRETE POST PROJECTING 8 INCHES AND ABOUT 3 FEET LOWER THAN
 LG0473'HIGHWAY.
 LG0473
 LG0473                          STATION RECOVERY (1995)
 LG0473
 LG0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 LG0473'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0474 ***********************************************************************
 LG0474  DESIGNATION -  M 365 RESET
 LG0474  PID         -  LG0474
 LG0474  STATE/COUNTY-  NE/SALINE
 LG0474  USGS QUAD   -  PLEASANT HILL (1964)
 LG0474
 LG0474                         *CURRENT SURVEY CONTROL
 LG0474  ___________________________________________________________________
 LG0474* NAD 83(1986)-  40 34 01.     (N)    097 07 22.     (W)     SCALED    
 LG0474* NAVD 88     -       443.58   (meters)    1455.3    (feet)  RESET     
 LG0474  ___________________________________________________________________
 LG0474  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 LG0474
 LG0474  VERT ORDER  -  THIRD
 LG0474
 LG0474.The horizontal coordinates were scaled from a topographic map and have
 LG0474.an estimated accuracy of +/- 6 seconds.
 LG0474
 LG0474.The orthometric height was computed from unverified reset data.
 LG0474
 LG0474.The geoid height was determined by GEOID03.
 LG0474
 LG0474;                    North         East    Units  Estimated Accuracy
 LG0474;SPC NE       -    85,510.      743,560.      MT  (+/- 180 meters Scaled)
 LG0474
 LG0474                          SUPERSEDED SURVEY CONTROL
 LG0474
 LG0474.No superseded survey control is available for this station.
 LG0474
 LG0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK589923(NAD 83)
 LG0474_MARKER: DB = BENCH MARK DISK
 LG0474_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LG0474+WITH SETTING: INTO GROUND
 LG0474_STAMPING: M 365 RESET 1973
 LG0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0474+STABILITY: SURFACE MOTION
 LG0474
 LG0474  HISTORY     - Date     Condition        Report By
 LG0474  HISTORY     - 1973     MONUMENTED       NGS
 LG0474
 LG0474                          STATION DESCRIPTION
 LG0474
 LG0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LG0474'5.8 MI S FROM DORCHESTER.
 LG0474'TO REACH THE BENCH MARK FROM THE JUNCTION OF STATE HIGHWAY 33
 LG0474'AND A COUNTY ROAD LEADING SOUTH, ABOUT 0.3 MILE WEST OF
 LG0474'DORCHESTER, GO SOUTH ON COUNTY ROAD FOR 5.6 MILES TO THE VICTOR
 LG0474'STICH FARM HOME AND THE BENCH MARK ON THE LEFT.  THE BENCH MARK
 LG0474'IS A STANDARD DISK STAMPED M 365 RESET 1973, CRIMPED TO THE TOP
 LG0474'OF A 5/8 INCH COPPER COATED ROD WITH AN 8 INCH STEEL PLATE
 LG0474'BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND GRAVEL AND
 LG0474'IS FLUSH WITH THE GROUND SURFACE.  IT IS 16 FEET NORTH OF THE
 LG0474'CENTER OF THE DRIVEWAY, 11 FEET NORTHWEST OF A TELEPHONE POLE,
 LG0474'ABOUT 200 FEET NORTH OF OVERHEAD POWERLINES CROSSING THE ROAD AND
 LG0474'IN THE STICH FARM YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0024 ***********************************************************************
 NN0024  DESIGNATION -  M 37
 NN0024  PID         -  NN0024
 NN0024  STATE/COUNTY-  NE/KNOX
 NN0024  USGS QUAD   -  NIOBRARA (1950)
 NN0024
 NN0024                         *CURRENT SURVEY CONTROL
 NN0024  ___________________________________________________________________
 NN0024* NAD 83(1986)-  42 46 00.     (N)    098 02 57.     (W)     SCALED    
 NN0024* NAVD 88     -       375.236  (meters)    1231.09   (feet)  ADJUSTED  
 NN0024  ___________________________________________________________________
 NN0024  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 NN0024  DYNAMIC HT  -         375.113 (meters)    1230.68  (feet)  COMP
 NN0024  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 NN0024
 NN0024  VERT ORDER  -  SECOND    CLASS 0
 NN0024
 NN0024.The horizontal coordinates were scaled from a topographic map and have
 NN0024.an estimated accuracy of +/- 6 seconds.
 NN0024
 NN0024.The orthometric height was determined by differential leveling
 NN0024.and adjusted by the National Geodetic Survey in June 1991..
 NN0024
 NN0024.The geoid height was determined by GEOID03.
 NN0024
 NN0024.The dynamic height is computed by dividing the NAVD 88
 NN0024.geopotential number by the normal gravity value computed on the
 NN0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0024.degrees latitude (g = 980.6199 gals.).
 NN0024
 NN0024.The modeled gravity was interpolated from observed gravity values.
 NN0024
 NN0024;                    North         East    Units  Estimated Accuracy
 NN0024;SPC NE       -   327,500.      659,640.      MT  (+/- 180 meters Scaled)
 NN0024
 NN0024                          SUPERSEDED SURVEY CONTROL
 NN0024
 NN0024  NGVD 29 (??/??/92)  375.024  (m)         1230.39   (f) ADJ UNCH    2 0
 NN0024
 NN0024.Superseded values are not recommended for survey control.
 NN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0024.See file dsdata.txt to determine how the superseded data were derived.
 NN0024
 NN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN777353(NAD 83)
 NN0024_MARKER: DB = BENCH MARK DISK
 NN0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0024_SP_SET: BRIDGE ABUTMENT
 NN0024_STAMPING: M-37 1934
 NN0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0024
 NN0024  HISTORY     - Date     Condition        Report By
 NN0024  HISTORY     - 1934     MONUMENTED       CGS
 NN0024
 NN0024                          STATION DESCRIPTION
 NN0024
 NN0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0024'1.3 MI NW FROM NIOBRARA.
 NN0024'LOCATED 1.3 MILES NORTHWEST OF STATION AT NIOBRARA, ON THE NORTH
 NN0024'END OF THE WEST ABUTMENT OF BRIDGE NO. F-132 OVER NIOBRARA
 NN0024'RIVER.  STANDARD TABLET SET IN THE CONCRETE ABUTMENT OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1278 ***********************************************************************
 NM1278  DESIGNATION -  M 38
 NM1278  PID         -  NM1278
 NM1278  STATE/COUNTY-  NE/PIERCE
 NM1278  USGS QUAD   -  FOSTER (1963)
 NM1278
 NM1278                         *CURRENT SURVEY CONTROL
 NM1278  ___________________________________________________________________
 NM1278* NAD 83(1986)-  42 21 04.     (N)    097 44 12.     (W)     SCALED    
 NM1278* NAVD 88     -       536.610  (meters)    1760.53   (feet)  ADJUSTED  
 NM1278  ___________________________________________________________________
 NM1278  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 NM1278  DYNAMIC HT  -         536.411 (meters)    1759.88  (feet)  COMP
 NM1278  MODELED GRAV-     980,232.8   (mgal)                       NAVD 88
 NM1278
 NM1278  VERT ORDER  -  SECOND    CLASS 0
 NM1278
 NM1278.The horizontal coordinates were scaled from a topographic map and have
 NM1278.an estimated accuracy of +/- 6 seconds.
 NM1278
 NM1278.The orthometric height was determined by differential leveling
 NM1278.and adjusted by the National Geodetic Survey in June 1991..
 NM1278
 NM1278.The geoid height was determined by GEOID03.
 NM1278
 NM1278.The dynamic height is computed by dividing the NAVD 88
 NM1278.geopotential number by the normal gravity value computed on the
 NM1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1278.degrees latitude (g = 980.6199 gals.).
 NM1278
 NM1278.The modeled gravity was interpolated from observed gravity values.
 NM1278
 NM1278;                    North         East    Units  Estimated Accuracy
 NM1278;SPC NE       -   281,990.      686,420.      MT  (+/- 180 meters Scaled)
 NM1278
 NM1278                          SUPERSEDED SURVEY CONTROL
 NM1278
 NM1278  NGVD 29 (??/??/92)  536.424  (m)         1759.92   (f) ADJ UNCH    2 0
 NM1278
 NM1278.Superseded values are not recommended for survey control.
 NM1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1278.See file dsdata.txt to determine how the superseded data were derived.
 NM1278
 NM1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM040895(NAD 83)
 NM1278_MARKER: DB = BENCH MARK DISK
 NM1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1278_STAMPING: M-38--1934
 NM1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1278+STABILITY: SURFACE MOTION
 NM1278
 NM1278  HISTORY     - Date     Condition        Report By
 NM1278  HISTORY     - 1934     MONUMENTED       CGS
 NM1278  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM1278  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1278
 NM1278                          STATION DESCRIPTION
 NM1278
 NM1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1278'3 MI E FROM PLAINVIEW.
 NM1278'LOCATED 3 MILES EAST OF THE CHICAGO AND NORTH WESTERN DEPOT AT
 NM1278'PLAINVIEW, 140 FEET SOUTHWEST OF A FARM HOUSE, 42 FEET EAST OF
 NM1278'CENTERLINE OF SECTION CROSS ROAD, 38 FEET NORTH OF CENTERLINE
 NM1278'OF HIGHWAY, 5.7 FEET EAST OF CORNER FENCE POST.  STANDARD TABLET
 NM1278'SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
 NM1278
 NM1278                          STATION RECOVERY (1962)
 NM1278
 NM1278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM1278'MARK NOT FOUND.
 NM1278
 NM1278                          STATION RECOVERY (1999)
 NM1278
 NM1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1278'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1443 ***********************************************************************
 NM1443  DESIGNATION -  M 39
 NM1443  PID         -  NM1443
 NM1443  STATE/COUNTY-  NE/KNOX
 NM1443  USGS QUAD   -  TABOR SE (1968)
 NM1443
 NM1443                         *CURRENT SURVEY CONTROL
 NM1443  ___________________________________________________________________
 NM1443* NAD 83(1986)-  42 48 04.     (N)    097 30 16.     (W)     SCALED    
 NM1443* NAVD 88     -       433.031  (meters)    1420.70   (feet)  ADJUSTED  
 NM1443  ___________________________________________________________________
 NM1443  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM1443  DYNAMIC HT  -         432.902 (meters)    1420.28  (feet)  COMP
 NM1443  MODELED GRAV-     980,309.1   (mgal)                       NAVD 88
 NM1443
 NM1443  VERT ORDER  -  FIRST     CLASS II
 NM1443
 NM1443.The horizontal coordinates were scaled from a topographic map and have
 NM1443.an estimated accuracy of +/- 6 seconds.
 NM1443
 NM1443.The orthometric height was determined by differential leveling
 NM1443.and adjusted by the National Geodetic Survey in June 1991..
 NM1443
 NM1443.The geoid height was determined by GEOID03.
 NM1443
 NM1443.The dynamic height is computed by dividing the NAVD 88
 NM1443.geopotential number by the normal gravity value computed on the
 NM1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1443.degrees latitude (g = 980.6199 gals.).
 NM1443
 NM1443.The modeled gravity was interpolated from observed gravity values.
 NM1443
 NM1443;                    North         East    Units  Estimated Accuracy
 NM1443;SPC NE       -   332,470.      704,100.      MT  (+/- 180 meters Scaled)
 NM1443
 NM1443                          SUPERSEDED SURVEY CONTROL
 NM1443
 NM1443  NGVD 29 (??/??/92)  432.824  (m)         1420.02   (f) ADJ UNCH    1 2
 NM1443
 NM1443.Superseded values are not recommended for survey control.
 NM1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1443.See file dsdata.txt to determine how the superseded data were derived.
 NM1443
 NM1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN222398(NAD 83)
 NM1443_MARKER: DB = BENCH MARK DISK
 NM1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1443_STAMPING: M 39 1934
 NM1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1443+STABILITY: SURFACE MOTION
 NM1443
 NM1443  HISTORY     - Date     Condition        Report By
 NM1443  HISTORY     - 1934     MONUMENTED       CGS
 NM1443  HISTORY     - 1949     GOOD             NGS
 NM1443  HISTORY     - 1951     MARK NOT FOUND   NGS
 NM1443
 NM1443                          STATION DESCRIPTION
 NM1443
 NM1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1443'5 MI N FROM CROFTON.
 NM1443'5.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1443'STATE HIGHWAY 12 AT CROFTON, AT AN INTERSECTION WITH AN EAST-WEST
 NM1443'ROAD, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 32.0
 NM1443'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4.4 FEET SOUTHWEST OF
 NM1443'A FENCE CORNER POST, 2.0 FEET WEST OF A FENCE LINE, 1.0 FOOT
 NM1443'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 NM1443'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM1443
 NM1443                          STATION RECOVERY (1951)
 NM1443
 NM1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 NM1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0001 ***********************************************************************
 NQ0001  DESIGNATION -  M 4
 NQ0001  PID         -  NQ0001
 NQ0001  STATE/COUNTY-  NE/SIOUX
 NQ0001  USGS QUAD   -  VAN TASSELL (1977)
 NQ0001
 NQ0001                         *CURRENT SURVEY CONTROL
 NQ0001  ___________________________________________________________________
 NQ0001* NAD 83(1986)-  42 40 19.     (N)    104 00 25.     (W)     SCALED    
 NQ0001* NAVD 88     -      1463.904  (meters)    4802.82   (feet)  ADJUSTED  
 NQ0001  ___________________________________________________________________
 NQ0001  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 NQ0001  DYNAMIC HT  -        1463.039 (meters)    4799.99  (feet)  COMP
 NQ0001  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 NQ0001
 NQ0001  VERT ORDER  -  FIRST     CLASS II
 NQ0001
 NQ0001.The horizontal coordinates were scaled from a topographic map and have
 NQ0001.an estimated accuracy of +/- 6 seconds.
 NQ0001
 NQ0001.The orthometric height was determined by differential leveling
 NQ0001.and adjusted by the National Geodetic Survey in June 1991..
 NQ0001
 NQ0001.The geoid height was determined by GEOID03.
 NQ0001
 NQ0001.The dynamic height is computed by dividing the NAVD 88
 NQ0001.geopotential number by the normal gravity value computed on the
 NQ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0001.degrees latitude (g = 980.6199 gals.).
 NQ0001
 NQ0001.The modeled gravity was interpolated from observed gravity values.
 NQ0001
 NQ0001;                    North         East    Units  Estimated Accuracy
 NQ0001;SPC NE       -   322,790.      171,700.      MT  (+/- 180 meters Scaled)
 NQ0001
 NQ0001                          SUPERSEDED SURVEY CONTROL
 NQ0001
 NQ0001  NGVD 29 (??/??/92) 1463.206  (m)         4800.53   (f) ADJ UNCH    1 2
 NQ0001
 NQ0001.Superseded values are not recommended for survey control.
 NQ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0001.See file dsdata.txt to determine how the superseded data were derived.
 NQ0001
 NQ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH813248(NAD 83)
 NQ0001_MARKER: Z = SEE DESCRIPTION
 NQ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0001_SP_SET: STONE POST
 NQ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0001+STABILITY: SURFACE MOTION
 NQ0001
 NQ0001  HISTORY     - Date     Condition        Report By
 NQ0001  HISTORY     - UNK      MONUMENTED       CGS
 NQ0001  HISTORY     - 1954     GOOD             NGS
 NQ0001
 NQ0001                          STATION DESCRIPTION
 NQ0001
 NQ0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0001'6.6 MI W FROM HARRISON.
 NQ0001'6.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0001'THE STATION AT HARRISON, 72 FEET SOUTHWEST OF THE SOUTHWEST
 NQ0001'CORNER OF A CONCRETE CULVERT, 60 FEET WEST OF MILEPOST 467, 39
 NQ0001'FEET SOUTH OF THE SOUTH RAIL, 56 FEET NORTH OF A FENCE, 2 FEET
 NQ0001'WEST OF A WITNESS POST, IN THE TOP OF A STONE POST WHICH IS FLUSH
 NQ0001'WITH THE GROUND, SURROUNDED BY THE LETTERS U.S.B.M., 1.0 MILE
 NQ0001'EAST OF BENCH MARK M 340.  IN THE SOUTHWEST 1/4 OF SECTION
 NQ0001'10, TOWNSHIP 31 NORTH, RANGE 57 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1153 ***********************************************************************
 NM1153  DESIGNATION -  M 40
 NM1153  PID         -  NM1153
 NM1153  STATE/COUNTY-  NE/CEDAR
 NM1153  USGS QUAD   -  LAUREL (1971)
 NM1153
 NM1153                         *CURRENT SURVEY CONTROL
 NM1153  ___________________________________________________________________
 NM1153* NAD 83(1986)-  42 26 55.     (N)    097 07 00.     (W)     SCALED    
 NM1153* NAVD 88     -       452.606  (meters)    1484.92   (feet)  ADJUSTED  
 NM1153  ___________________________________________________________________
 NM1153  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 NM1153  DYNAMIC HT  -         452.449 (meters)    1484.41  (feet)  COMP
 NM1153  MODELED GRAV-     980,259.7   (mgal)                       NAVD 88
 NM1153
 NM1153  VERT ORDER  -  SECOND    CLASS 0
 NM1153
 NM1153.The horizontal coordinates were scaled from a topographic map and have
 NM1153.an estimated accuracy of +/- 6 seconds.
 NM1153
 NM1153.The orthometric height was determined by differential leveling
 NM1153.and adjusted by the National Geodetic Survey in June 1991..
 NM1153
 NM1153.The geoid height was determined by GEOID03.
 NM1153
 NM1153.The dynamic height is computed by dividing the NAVD 88
 NM1153.geopotential number by the normal gravity value computed on the
 NM1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1153.degrees latitude (g = 980.6199 gals.).
 NM1153
 NM1153.The modeled gravity was interpolated from observed gravity values.
 NM1153
 NM1153;                    North         East    Units  Estimated Accuracy
 NM1153;SPC NE       -   294,330.      737,110.      MT  (+/- 180 meters Scaled)
 NM1153
 NM1153                          SUPERSEDED SURVEY CONTROL
 NM1153
 NM1153  NGVD 29 (??/??/92)  452.408  (m)         1484.28   (f) ADJ UNCH    2 0
 NM1153
 NM1153.Superseded values are not recommended for survey control.
 NM1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1153.See file dsdata.txt to determine how the superseded data were derived.
 NM1153
 NM1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN548013(NAD 83)
 NM1153_MARKER: DB = BENCH MARK DISK
 NM1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1153_STAMPING: M 40 1934
 NM1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1153+STABILITY: SURFACE MOTION
 NM1153
 NM1153  HISTORY     - Date     Condition        Report By
 NM1153  HISTORY     - 1934     MONUMENTED       CGS
 NM1153
 NM1153                          STATION DESCRIPTION
 NM1153
 NM1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1153'2 MI NW FROM LAUREL.
 NM1153'2.0 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM1153'AND OMAHA RAILWAY FROM THE STATION AT LARUEL, CEDAR COUNTY,
 NM1153'16.5 FEET NORTHEAST OF MILEPOST 18, 44.8 FEET NORTHEAST OF THE
 NM1153'NORTHEAST RAIL, AND 1.2 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 NM1153'FENCE.  A STANDARD DISK, STAMPED M 40 1934 AND SET IN THE TOP
 NM1153'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0550 ***********************************************************************
 NP0550  DESIGNATION -  M 416
 NP0550  PID         -  NP0550
 NP0550  STATE/COUNTY-  NE/DAWES
 NP0550  USGS QUAD   -  HORN (1980)
 NP0550
 NP0550                         *CURRENT SURVEY CONTROL
 NP0550  ___________________________________________________________________
 NP0550* NAD 83(1986)-  42 48 09.     (N)    103 27 52.     (W)     SCALED    
 NP0550* NAVD 88     -      1121.296  (meters)    3678.79   (feet)  ADJUSTED  
 NP0550  ___________________________________________________________________
 NP0550  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 NP0550  DYNAMIC HT  -        1120.726 (meters)    3676.92  (feet)  COMP
 NP0550  MODELED GRAV-     980,073.4   (mgal)                       NAVD 88
 NP0550
 NP0550  VERT ORDER  -  FIRST     CLASS II
 NP0550
 NP0550.The horizontal coordinates were scaled from a topographic map and have
 NP0550.an estimated accuracy of +/- 6 seconds.
 NP0550
 NP0550.The orthometric height was determined by differential leveling
 NP0550.and adjusted by the National Geodetic Survey in June 1991..
 NP0550
 NP0550.The geoid height was determined by GEOID03.
 NP0550
 NP0550.The dynamic height is computed by dividing the NAVD 88
 NP0550.geopotential number by the normal gravity value computed on the
 NP0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0550.degrees latitude (g = 980.6199 gals.).
 NP0550
 NP0550.The modeled gravity was interpolated from observed gravity values.
 NP0550
 NP0550;                    North         East    Units  Estimated Accuracy
 NP0550;SPC NE       -   335,360.      216,700.      MT  (+/- 180 meters Scaled)
 NP0550
 NP0550                          SUPERSEDED SURVEY CONTROL
 NP0550
 NP0550.No superseded survey control is available for this station.
 NP0550
 NP0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH255400(NAD 83)
 NP0550_MARKER: I = METAL ROD
 NP0550_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0550_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NP0550_STAMPING: M 416 1985
 NP0550_MARK LOGO: NGS   
 NP0550_PROJECTION: FLUSH
 NP0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0550+STABILITY: POSITION/ELEVATION WELL
 NP0550_ROD/PIPE-DEPTH: 7.9  meters
 NP0550_SLEEVE-DEPTH  : 7.0 meters
 NP0550
 NP0550  HISTORY     - Date     Condition        Report By
 NP0550  HISTORY     - 1985     MONUMENTED       NGS
 NP0550
 NP0550                          STATION DESCRIPTION
 NP0550
 NP0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0550'17.8 KM (11.05 MI) NORTH FROM CRAWFORD.
 NP0550'0.32 KM (2.0 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0550'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0550'ALONG STATE ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL
 NP0550'ROAD, THENCE 3.7 KM (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 3.7 KM
 NP0550'(2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) EAST
 NP0550'ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD CROSSING,
 NP0550'THENCE 6.0 KM (3.75 MI) NORTH-NORTHWEST ALONG THE NORTHEAST SIDE OF
 NP0550'THE TRACKS ON A GRAVEL ROAD TO THE ENTRANCE TO THE OGLALA NATIONAL
 NP0550'GRASSLAND PASTURE 39 W, 18.7 METERS (61.3 FT) EAST OF THE CENTER OF
 NP0550'THE ROAD, 6.3 METERS (20.6 FT) NORTH OF THE CENTER OF A WIRE GATE AND
 NP0550'1.8 METERS (6 FT) WEST OF THE FENCE.
 NP0550'THE MARK IS 1.8 METERS  W FROM  A WITNESS POST
 NP0550'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0346 ***********************************************************************
 MN0346  DESIGNATION -  M 417
 MN0346  PID         -  MN0346
 MN0346  STATE/COUNTY-  NE/MORRILL
 MN0346  USGS QUAD   -  ANGORA (1965)
 MN0346
 MN0346                         *CURRENT SURVEY CONTROL
 MN0346  ___________________________________________________________________
 MN0346* NAD 83(1986)-  41 46 38.     (N)    103 08 50.     (W)     SCALED    
 MN0346* NAVD 88     -      1199.497  (meters)    3935.35   (feet)  ADJUSTED  
 MN0346  ___________________________________________________________________
 MN0346  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 MN0346  DYNAMIC HT  -        1198.722 (meters)    3932.81  (feet)  COMP
 MN0346  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 MN0346
 MN0346  VERT ORDER  -  FIRST     CLASS II
 MN0346
 MN0346.The horizontal coordinates were scaled from a topographic map and have
 MN0346.an estimated accuracy of +/- 6 seconds.
 MN0346
 MN0346.The orthometric height was determined by differential leveling
 MN0346.and adjusted by the National Geodetic Survey in June 1991..
 MN0346
 MN0346.The geoid height was determined by GEOID03.
 MN0346
 MN0346.The dynamic height is computed by dividing the NAVD 88
 MN0346.geopotential number by the normal gravity value computed on the
 MN0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0346.degrees latitude (g = 980.6199 gals.).
 MN0346
 MN0346.The modeled gravity was interpolated from observed gravity values.
 MN0346
 MN0346;                    North         East    Units  Estimated Accuracy
 MN0346;SPC NE       -   220,580.      238,490.      MT  (+/- 180 meters Scaled)
 MN0346
 MN0346                          SUPERSEDED SURVEY CONTROL
 MN0346
 MN0346.No superseded survey control is available for this station.
 MN0346
 MN0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG539267(NAD 83)
 MN0346_MARKER: I = METAL ROD
 MN0346_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0346_SP_SET: STAINLESS STEEL ROD
 MN0346_STAMPING: M 417 1985
 MN0346_MARK LOGO: NGS   
 MN0346_PROJECTION: PROJECTING 2 CENTIMETERS
 MN0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0346_ROD/PIPE-DEPTH: 11.7 meters
 MN0346
 MN0346  HISTORY     - Date     Condition        Report By
 MN0346  HISTORY     - 1985     MONUMENTED       NGS
 MN0346
 MN0346                          STATION DESCRIPTION
 MN0346
 MN0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0346'9.4 KM (5.85 MI) SOUTH FROM ANGORA.
 MN0346'0.08 KM (0.05 MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 MN0346'ANGORA, THENCE 9.33 KM (5.8 MI) SOUTH ALONG US HIGHWAY 385, AT AND ON
 MN0346'THE NORTHWEST SIDE OF THE NORTHPORT CANAL, 18.1 METERS (59.5 FT)
 MN0346'NORTHEAST OF THE HIGHWAY CENTERLINE, 15.6 METERS (51.1 FT) NORTH OF
 MN0346'THE NORTHWEST END OF THE NORTHEAST HEADWALL FOR A HIGHWAY CULVERT OVER
 MN0346'THE CANAL, 0.7 METERS (2.4 FT) SOUTH OF A V FENCE CORNER AND 3.1
 MN0346'METERS (10 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE CANAL.
 MN0346'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0346'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MN0346'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0377 ***********************************************************************
 MN0377  DESIGNATION -  M 418
 MN0377  PID         -  MN0377
 MN0377  STATE/COUNTY-  NE/CHEYENNE
 MN0377  USGS QUAD   -  SIDNEY (1972)
 MN0377
 MN0377                         *CURRENT SURVEY CONTROL
 MN0377  ___________________________________________________________________
 MN0377* NAD 83(1986)-  41 10 40.     (N)    102 57 51.     (W)     SCALED    
 MN0377* NAVD 88     -      1285.194  (meters)    4216.51   (feet)  ADJUSTED  
 MN0377  ___________________________________________________________________
 MN0377  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 MN0377  DYNAMIC HT  -        1284.289 (meters)    4213.54  (feet)  COMP
 MN0377  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 MN0377
 MN0377  VERT ORDER  -  FIRST     CLASS II
 MN0377
 MN0377.The horizontal coordinates were scaled from a topographic map and have
 MN0377.an estimated accuracy of +/- 6 seconds.
 MN0377
 MN0377.The orthometric height was determined by differential leveling
 MN0377.and adjusted by the National Geodetic Survey in June 1991..
 MN0377
 MN0377.The geoid height was determined by GEOID03.
 MN0377
 MN0377.The dynamic height is computed by dividing the NAVD 88
 MN0377.geopotential number by the normal gravity value computed on the
 MN0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0377.degrees latitude (g = 980.6199 gals.).
 MN0377
 MN0377.The modeled gravity was interpolated from observed gravity values.
 MN0377
 MN0377;                    North         East    Units  Estimated Accuracy
 MN0377;SPC NE       -   153,530.      251,410.      MT  (+/- 180 meters Scaled)
 MN0377
 MN0377                          SUPERSEDED SURVEY CONTROL
 MN0377
 MN0377.No superseded survey control is available for this station.
 MN0377
 MN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF707604(NAD 83)
 MN0377_MARKER: I = METAL ROD
 MN0377_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0377_SP_SET: STAINLESS STEEL ROD
 MN0377_STAMPING: M 418 1985
 MN0377_MARK LOGO: NGS   
 MN0377_PROJECTION: FLUSH
 MN0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0377_ROD/PIPE-DEPTH: 6.1  meters
 MN0377
 MN0377  HISTORY     - Date     Condition        Report By
 MN0377  HISTORY     - 1985     MONUMENTED       NGS
 MN0377
 MN0377                          STATION DESCRIPTION
 MN0377
 MN0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0377'16.0 KM (9.95 MI) SOUTH FROM GURLEY.
 MN0377'16.0 KM (9.95 MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN
 MN0377'STREET AT GURLEY, ALSO 6.6 KM (4.1 MI) NORTH OF SIDNEY, 25.4 METERS
 MN0377'(83.4 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 2.4 METERS (8 FT)
 MN0377'NORTH-NORTHEAST OF A GUYED POWER POLE AND 0.9 METER (3 FT) SOUTH OF A
 MN0377'GUY ANCHOR.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 MN0377'CAP.
 MN0377'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MN0377'THE MARK IS 6.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0323 ***********************************************************************
 MM0323  FBN         -  This is a Federal Base Network Control Station.
 MM0323  DESIGNATION -  M 422
 MM0323  PID         -  MM0323
 MM0323  STATE/COUNTY-  NE/KEITH
 MM0323  USGS QUAD   -  PAXTON SW (1971)
 MM0323
 MM0323                         *CURRENT SURVEY CONTROL
 MM0323  ___________________________________________________________________
 MM0323* NAD 83(1995)-  41 07 22.81234(N)    101 25 12.37759(W)     ADJUSTED  
 MM0323* NAVD 88     -       943.065  (meters)    3094.04   (feet)  ADJUSTED  
 MM0323  ___________________________________________________________________
 MM0323  X           -    -952,844.100 (meters)                     COMP
 MM0323  Y           -  -4,717,036.969 (meters)                     COMP
 MM0323  Z           -   4,173,329.114 (meters)                     COMP
 MM0323  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 MM0323  ELLIP HEIGHT-         921.56  (meters)          (07/10/01) GPS OBS
 MM0323  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 MM0323  DYNAMIC HT  -         942.481 (meters)    3092.12  (feet)  COMP
 MM0323  MODELED GRAV-     979,972.6   (mgal)                       NAVD 88
 MM0323
 MM0323  HORZ ORDER  -  A
 MM0323  VERT ORDER  -  FIRST     CLASS II
 MM0323  ELLP ORDER  -  FOURTH    CLASS I
 MM0323
 MM0323.The horizontal coordinates were established by GPS observations
 MM0323.and adjusted by the National Geodetic Survey in June 1996..
 MM0323
 MM0323.The orthometric height was determined by differential leveling
 MM0323.and adjusted by the National Geodetic Survey in June 1991..
 MM0323
 MM0323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0323
 MM0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0323
 MM0323.The ellipsoidal height was determined by GPS observations
 MM0323.and is referenced to NAD 83.
 MM0323
 MM0323.The geoid height was determined by GEOID03.
 MM0323
 MM0323.The dynamic height is computed by dividing the NAVD 88
 MM0323.geopotential number by the normal gravity value computed on the
 MM0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0323.degrees latitude (g = 980.6199 gals.).
 MM0323
 MM0323.The modeled gravity was interpolated from observed gravity values.
 MM0323
 MM0323;                    North         East     Units Scale Factor Converg.
 MM0323;SPC NE       -   144,165.912   380,785.041   MT  0.99968079   -0 56 28.0
 MM0323;UTM  14      - 4,555,234.556   296,836.061   MT  1.00010802   -1 35 31.9
 MM0323
 MM0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0323!SPC NE       -   0.99985547  x   0.99968079  =   0.99953630
 MM0323!UTM  14      -   0.99985547  x   1.00010802  =   0.99996347
 MM0323
 MM0323                          SUPERSEDED SURVEY CONTROL
 MM0323
 MM0323  ELLIP H (06/25/96)  921.62   (m)                       GP(       ) 1 1
 MM0323  NAVD 88 (06/25/96)  943.07   (m)         3094.1    (f) LEVELING    3  
 MM0323  NGVD 29 (02/14/92)  942.647  (m)         3092.67   (f) ADJUSTED    1 2
 MM0323
 MM0323.Superseded values are not recommended for survey control.
 MM0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0323.See file dsdata.txt to determine how the superseded data were derived.
 MM0323
 MM0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL9683655235(NAD 83)
 MM0323_MARKER: I = METAL ROD
 MM0323_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0323_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MM0323_STAMPING: M 422 1986
 MM0323_MARK LOGO: NGS   
 MM0323_PROJECTION: RECESSED 12 CENTIMETERS
 MM0323_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0323+STABILITY: POSITION/ELEVATION WELL
 MM0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0323+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 MM0323_ROD/PIPE-DEPTH: 11.9 meters
 MM0323_SLEEVE-DEPTH  : 6.1 meters
 MM0323
 MM0323  HISTORY     - Date     Condition        Report By
 MM0323  HISTORY     - 1986     MONUMENTED       NGS
 MM0323  HISTORY     - 19950719 GOOD             NGS
 MM0323  HISTORY     - 20000501 GOOD             NGS
 MM0323
 MM0323                          STATION DESCRIPTION
 MM0323
 MM0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0323'5.5 KM (3.4 MI) WEST FROM PAXTON.
 MM0323'5.5 KM (3.4 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0323'ROUTE 51 C AT PAXTON, AT THE UNION PACIFIC RAILROAD MILEPOLE 319, AT
 MM0323'RAILROAD BRIDGE 319.03 AND SET BETWEEN TWO WITNESS POSTS, 38.4 METERS
 MM0323'(126 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.6 METERS (38 FT) NORTH OF
 MM0323'THE NORTH RAIL OF THE NORTH SET OF TRACKS, 17.4 METERS (57 FT) WEST OF
 MM0323'A DOUBLE GUYED POWER POLE NUMBER 319, 11.3 METERS (37 FT) EAST OF THE
 MM0323'CENTER OF A TRACK ROAD AND 40.2 METERS (132 FT) EAST-NORTHEAST OF THE
 MM0323'NORTH END OF THE BRIDGE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MM0323'5-INCH LOGO CAP.
 MM0323'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0323'THE MARK IS 0.2 M ABOVE THE TRACKS.
 MM0323
 MM0323                          STATION RECOVERY (1995)
 MM0323
 MM0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MM0323'THE MARK IS LOCATED ABOUT 3.4 MI (5.5 KM) WEST OF PAXTON, 1.25 MI
 MM0323'(2.01 KM) NORTH OF INTERSTATE HIGHWAY 80, BETWEEN THE UNION PACIFIC
 MM0323'RAILROAD TRACK AND U.S. HIGHWAY 30, AT RAILROAD MILEPOST 319, JUST
 MM0323'EAST OF RAILROAD BRIDGE 319.03 AND IN THE SW1/4, SEC2, T13N, R36W, ON
 MM0323'RIGHT-OF-WAY.  TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 51C
 MM0323'SPUR AND U.S. HIGHWAY 30 IN PAXTON, GO WEST ON U.S. HIGHWAY 30 FOR 3.4
 MM0323'MI (5.5 KM) TO THE MARK ON THE LEFT.  THE MARK IS A DEEP SLEEVED,
 MM0323'STAINLESS STEEL ROD THAT IS SET WITHIN A 5-INCH PVC PIPE WITH A LOGO
 MM0323'CAP THAT IS FLUSH WITH THE GROUND.  IT IS 133.6 FT (40.7 M)
 MM0323'EAST-NORTHEAST OF THE THE NORTHEAST CORNER OF THE RAILROAD BRIDGE,
 MM0323'125.0 FT (38.1 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 94.7 FT
 MM0323'(28.9 M) SOUTHEAST OF A MCI BURIED FIBER-OPTIC WARNING MARKER, 51.1 FT
 MM0323'(15.6 M) WEST OF A DOUBLE-GUYED, UTILITY POLE WITH THE RAILROAD
 MM0323'MILEPOST SIGN ATTACHED, 37.6 FT (11.5 M) NORTH OF THE NORTHERNMOST
 MM0323'RAIL OF A DOUBLE SET OF TRACKS, 1.0 FT (0.3 M) EAST OF A WITNESS POST,
 MM0323'1.0 FT (0.3 M) WEST OF A WITNESS POST AND LEVEL WITH THE TRACKS.
 MM0323
 MM0323                          STATION RECOVERY (2000)
 MM0323
 MM0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 MM0323'RECOVERED AS DESCRIBED, WITH THE FOLLOWING ADDITION--THE POINT
 MM0323'OCCUPIED WAS A PUNCH MARK ON TOP OF A STAINLESS STEEL DATUM CAP
 MM0323'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0961 ***********************************************************************
 LH0961  DESIGNATION -  M 423
 LH0961  PID         -  LH0961
 LH0961  STATE/COUNTY-  NE/FURNAS
 LH0961  USGS QUAD   -  ARAPAHOE (1958)
 LH0961
 LH0961                         *CURRENT SURVEY CONTROL
 LH0961  ___________________________________________________________________
 LH0961* NAD 83(1986)-  40 15 44.     (N)    099 53 51.     (W)     SCALED    
 LH0961* NAVD 88     -       680.478  (meters)    2232.53   (feet)  ADJUSTED  
 LH0961  ___________________________________________________________________
 LH0961  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 LH0961  DYNAMIC HT  -         680.044 (meters)    2231.11  (feet)  COMP
 LH0961  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 LH0961
 LH0961  VERT ORDER  -  FIRST     CLASS II
 LH0961
 LH0961.The horizontal coordinates were scaled from a topographic map and have
 LH0961.an estimated accuracy of +/- 6 seconds.
 LH0961
 LH0961.The orthometric height was determined by differential leveling
 LH0961.and adjusted by the National Geodetic Survey in June 1991..
 LH0961
 LH0961.The geoid height was determined by GEOID03.
 LH0961
 LH0961.The dynamic height is computed by dividing the NAVD 88
 LH0961.geopotential number by the normal gravity value computed on the
 LH0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0961.degrees latitude (g = 980.6199 gals.).
 LH0961
 LH0961.The modeled gravity was interpolated from observed gravity values.
 LH0961
 LH0961;                    North         East    Units  Estimated Accuracy
 LH0961;SPC NE       -    47,630.      508,720.      MT  (+/- 180 meters Scaled)
 LH0961
 LH0961                          SUPERSEDED SURVEY CONTROL
 LH0961
 LH0961  NGVD 29 (02/14/92)  680.184  (m)         2231.57   (f) ADJUSTED    1 2
 LH0961
 LH0961.Superseded values are not recommended for survey control.
 LH0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0961.See file dsdata.txt to determine how the superseded data were derived.
 LH0961
 LH0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK236572(NAD 83)
 LH0961_MARKER: I = METAL ROD
 LH0961_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0961_SP_SET: STAINLESS STEEL ROD
 LH0961_STAMPING: M 423 1986
 LH0961_MARK LOGO: NGS   
 LH0961_PROJECTION: FLUSH
 LH0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0961_ROD/PIPE-DEPTH: 10.9 meters
 LH0961
 LH0961  HISTORY     - Date     Condition        Report By
 LH0961  HISTORY     - 1986     MONUMENTED       NGS
 LH0961
 LH0961                          STATION DESCRIPTION
 LH0961
 LH0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0961'4.9 KM (3.05 MI) SOUTH FROM ARAPAHOE.
 LH0961'4.95 KM (3.1 MI) SOUTH ALONG US HGIHWAY 283 FROM THE JUNCTION OF US
 LH0961'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE NORTHEAST CORNER OF THE T
 LH0961'JUNCTION OF A PRIVATE DRIVEWAY, 15.5 METERS (51 FT) EAST OF THE
 LH0961'HIGHWAY CENTERLINE, 57.7 METERS (189.5 FT) NORTH OF MILEPOST 18, 11.2
 LH0961'METERS (37 FT) NORTH OF THE CENTER OF THE DRIVEWAY, 7.3 METERS (24 FT)
 LH0961'NORTH OF THE NORTH END OF A GATE AND 0.3 METER (1 FT) WEST OF A FENCE.
 LH0961'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0961'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0961'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0311 ***********************************************************************
 MM0311  DESIGNATION -  M 424
 MM0311  PID         -  MM0311
 MM0311  STATE/COUNTY-  NE/LINCOLN
 MM0311  USGS QUAD   -  HERSHEY EAST (1970)
 MM0311
 MM0311                         *CURRENT SURVEY CONTROL
 MM0311  ___________________________________________________________________
 MM0311* NAD 83(1995)-  41 09 45.21954(N)    100 56 59.54571(W)     ADJUSTED  
 MM0311* NAVD 88     -       877.711  (meters)    2879.62   (feet)  ADJUSTED  
 MM0311  ___________________________________________________________________
 MM0311  X           -    -913,540.819 (meters)                     COMP
 MM0311  Y           -  -4,721,811.253 (meters)                     COMP
 MM0311  Z           -   4,176,594.622 (meters)                     COMP
 MM0311  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 MM0311  ELLIP HEIGHT-         855.75  (meters)          (06/27/02) GPS OBS
 MM0311  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 MM0311  DYNAMIC HT  -         877.185 (meters)    2877.90  (feet)  COMP
 MM0311  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 MM0311
 MM0311  HORZ ORDER  -  FIRST
 MM0311  VERT ORDER  -  FIRST     CLASS II
 MM0311  ELLP ORDER  -  FOURTH    CLASS I
 MM0311
 MM0311.The horizontal coordinates were established by GPS observations
 MM0311.and adjusted by the National Geodetic Survey in August 1997..
 MM0311
 MM0311.The orthometric height was determined by differential leveling
 MM0311.and adjusted by the National Geodetic Survey in June 1991..
 MM0311
 MM0311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0311
 MM0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0311
 MM0311.The ellipsoidal height was determined by GPS observations
 MM0311.and is referenced to NAD 83.
 MM0311
 MM0311.The geoid height was determined by GEOID03.
 MM0311
 MM0311.The dynamic height is computed by dividing the NAVD 88
 MM0311.geopotential number by the normal gravity value computed on the
 MM0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0311.degrees latitude (g = 980.6199 gals.).
 MM0311
 MM0311.The modeled gravity was interpolated from observed gravity values.
 MM0311
 MM0311;                    North         East     Units Scale Factor Converg.
 MM0311;SPC NE       -   148,016.320   420,306.264   MT  0.99967644   -0 37 46.1
 MM0311;UTM  14      - 4,558,635.662   336,411.915   MT  0.99992936   -1 17 01.3
 MM0311
 MM0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0311!SPC NE       -   0.99986579  x   0.99967644  =   0.99954227
 MM0311!UTM  14      -   0.99986579  x   0.99992936  =   0.99979516
 MM0311
 MM0311                          SUPERSEDED SURVEY CONTROL
 MM0311
 MM0311  ELLIP H (08/18/97)  855.78   (m)                       GP(       ) 4 1
 MM0311  ELLIP H (01/07/93)  855.58   (m)                       GP(       ) 4 2
 MM0311  NAD 83(1986)-  41 09 45.21991(N)    100 56 59.54680(W) AD(       ) 1
 MM0311  NGVD 29 (02/14/92)  877.331  (m)         2878.38   (f) ADJUSTED    1 2
 MM0311
 MM0311.Superseded values are not recommended for survey control.
 MM0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0311.See file dsdata.txt to determine how the superseded data were derived.
 MM0311
 MM0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3641258636(NAD 83)
 MM0311_MARKER: I = METAL ROD
 MM0311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0311_SP_SET: STAINLESS STEEL ROD
 MM0311_STAMPING: M 424 1986
 MM0311_MARK LOGO: NGS   
 MM0311_PROJECTION: FLUSH
 MM0311_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0311+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1989
 MM0311_ROD/PIPE-DEPTH: 8.5  meters
 MM0311
 MM0311  HISTORY     - Date     Condition        Report By
 MM0311  HISTORY     - 1986     MONUMENTED       NGS
 MM0311  HISTORY     - 19890713 GOOD             NGS
 MM0311
 MM0311                          STATION DESCRIPTION
 MM0311
 MM0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0311'4.3 KM (2.7 MI) EAST FROM HERSHEY.
 MM0311'4.36 KM (2.73 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0311'HIGHWAY 56 C AT HERSHEY, AT THE T JUNCTION AND AN OFFSET IN THE RIGHT
 MM0311'OF WAY FENCE, 22.2 METERS (73 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MM0311'65.8 METERS (216 FT) EAST OF THE CENTER OF A PRIVATE DRIVEWAY,
 MM0311'46.9 METERS (154 FT) WEST-SOUTHWEST OF MILEPOST 167, 0.6 METER (2 FT)
 MM0311'NORTH OF A METAL BRACED T JUNCTION FENCE POST,  AND 0.6 METER (2 FT)
 MM0311'WEST OF THE SOUTH 1 OF 2 CONCRETE RIGHT OF WAY MARKERS.  NOTE--ACCESS
 MM0311'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0311'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0311'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 MM0311
 MM0311                          STATION RECOVERY (1989)
 MM0311
 MM0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MM0311'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) WEST OF NORTH PLATTE,
 MM0311'4.4 KM (2.75 MI) EAST OF HERSHEY, ALONG THE RIGHT-OF-WAY OF U.S.
 MM0311'HIGHWAY 30.  OWNERSHIP--NE DEPT OF ROADS.
 MM0311'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND U.S.
 MM0311'HIGHWAY 30 ON THE NORTH SIDE OF NORTH PLATTE, GO WEST ON U.S. HIGHWAY
 MM0311'30 FOR 16.6 KM (10.30 MI) TO THE STATION ON THE LEFT AT A SLIGHT
 MM0311'OFFSET IN THE RIGHT-OF-WAY FENCELINE.
 MM0311'THE STATION MARK IS A NGS DATUM CAP CRIMPED TO THE TOP OF A STAINLESS
 MM0311'STEEL ROD INSIDE A 25 CM NGS LOGO COVER STAMPED ---M 424 1986--- AND
 MM0311'SET 45.7 M (149.9 FT) SOUTHWEST OF HIGHWAY MILEPOST NUMBER --167--,
 MM0311'22.4 M (73.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.31 M
 MM0311'(1.0 FT) NORTH OF A FENCELINE, 0.31 M (1.0 FT) WEST OF THE FENCELINE
 MM0311'OFFSET, 0.31 M (1.0 FT) EAST OF A WITNESS POST AND O.61 M BELOW THE
 MM0311'LEVEL OF THE HIGHWAY.
 MM0311'DESCRIBED BY G.F.SMITH, EDITED BY R.D.BALL AND E.A.RICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0983 ***********************************************************************
 LH0983  DESIGNATION -  M 425
 LH0983  PID         -  LH0983
 LH0983  STATE/COUNTY-  NE/GOSPER
 LH0983  USGS QUAD   -  JOHNSON LAKE (1983)
 LH0983
 LH0983                         *CURRENT SURVEY CONTROL
 LH0983  ___________________________________________________________________
 LH0983* NAD 83(1986)-  40 38 14.     (N)    099 49 58.     (W)     SCALED    
 LH0983* NAVD 88     -       760.428  (meters)    2494.84   (feet)  ADJUSTED  
 LH0983  ___________________________________________________________________
 LH0983  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 LH0983  DYNAMIC HT  -         759.953 (meters)    2493.28  (feet)  COMP
 LH0983  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 LH0983
 LH0983  VERT ORDER  -  FIRST     CLASS II
 LH0983
 LH0983.The horizontal coordinates were scaled from a topographic map and have
 LH0983.an estimated accuracy of +/- 6 seconds.
 LH0983
 LH0983.The orthometric height was determined by differential leveling
 LH0983.and adjusted by the National Geodetic Survey in June 1991..
 LH0983
 LH0983.The geoid height was determined by GEOID03.
 LH0983
 LH0983.The dynamic height is computed by dividing the NAVD 88
 LH0983.geopotential number by the normal gravity value computed on the
 LH0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0983.degrees latitude (g = 980.6199 gals.).
 LH0983
 LH0983.The modeled gravity was interpolated from observed gravity values.
 LH0983
 LH0983;                    North         East    Units  Estimated Accuracy
 LH0983;SPC NE       -    89,270.      514,140.      MT  (+/- 180 meters Scaled)
 LH0983
 LH0983                          SUPERSEDED SURVEY CONTROL
 LH0983
 LH0983  NGVD 29 (02/14/92)  760.128  (m)         2493.85   (f) ADJUSTED    1 2
 LH0983
 LH0983.Superseded values are not recommended for survey control.
 LH0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0983.See file dsdata.txt to determine how the superseded data were derived.
 LH0983
 LH0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK295988(NAD 83)
 LH0983_MARKER: I = METAL ROD
 LH0983_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0983_SP_SET: STAINLESS STEEL ROD
 LH0983_STAMPING: M 425 1986
 LH0983_MARK LOGO: NGS   
 LH0983_PROJECTION: FLUSH
 LH0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0983_ROD/PIPE-DEPTH: 18.2 meters
 LH0983
 LH0983  HISTORY     - Date     Condition        Report By
 LH0983  HISTORY     - 1986     MONUMENTED       NGS
 LH0983
 LH0983                          STATION DESCRIPTION
 LH0983
 LH0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0983'6.2 KM (3.85 MI) NORTH FROM ELWOOD.
 LH0983'6.24 KM (3.90 MI) NORTH ALONG US HIGHWAY 287 FROM THE COUNTY
 LH0983'COURTHOUSE AT ELWOOD, 0.30 KM (0.18 MI) SOUTH OF THE BRIDGE OVER PLUM
 LH0983'CREEK, 0.14 KM (0.08 MI) SOUTH OF MILEPOST 45, 29.7 METERS (97.5 FT)
 LH0983'WEST OF THE HIGHWAY CENTERLINE, 21.9 METERS (72 FT) SOUTHWEST OF THE
 LH0983'SOUTHWEST CORNER OF THE WEST HEADWALL OF A 7 BY 7 FOOT BOX CULVERT,
 LH0983'12.3 METERS (40.5 FT) SOUTH OF A FENCE CORNER AND 0.3 METER (1 FT)
 LH0983'EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LH0983'LOGO CAP.
 LH0983'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0983'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0353 ***********************************************************************
 LJ0353  DESIGNATION -  M 426
 LJ0353  PID         -  LJ0353
 LJ0353  STATE/COUNTY-  NE/DAWSON
 LJ0353  USGS QUAD   -  GOTHENBURG (1983)
 LJ0353
 LJ0353                         *CURRENT SURVEY CONTROL
 LJ0353  ___________________________________________________________________
 LJ0353* NAD 83(1986)-  40 55 41.     (N)    100 09 58.     (W)     SCALED    
 LJ0353* NAVD 88     -       783.398  (meters)    2570.20   (feet)  ADJUSTED  
 LJ0353  ___________________________________________________________________
 LJ0353  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 LJ0353  DYNAMIC HT  -         782.938 (meters)    2568.69  (feet)  COMP
 LJ0353  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 LJ0353
 LJ0353  VERT ORDER  -  FIRST     CLASS II
 LJ0353
 LJ0353.The horizontal coordinates were scaled from a topographic map and have
 LJ0353.an estimated accuracy of +/- 6 seconds.
 LJ0353
 LJ0353.The orthometric height was determined by differential leveling
 LJ0353.and adjusted by the National Geodetic Survey in June 1991..
 LJ0353
 LJ0353.The geoid height was determined by GEOID03.
 LJ0353
 LJ0353.The dynamic height is computed by dividing the NAVD 88
 LJ0353.geopotential number by the normal gravity value computed on the
 LJ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0353.degrees latitude (g = 980.6199 gals.).
 LJ0353
 LJ0353.The modeled gravity was interpolated from observed gravity values.
 LJ0353
 LJ0353;                    North         East    Units  Estimated Accuracy
 LJ0353;SPC NE       -   121,560.      486,010.      MT  (+/- 180 meters Scaled)
 LJ0353
 LJ0353                          SUPERSEDED SURVEY CONTROL
 LJ0353
 LJ0353  NGVD 29 (02/14/92)  783.093  (m)         2569.20   (f) ADJUSTED    1 2
 LJ0353
 LJ0353.Superseded values are not recommended for survey control.
 LJ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0353.See file dsdata.txt to determine how the superseded data were derived.
 LJ0353
 LJ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML018314(NAD 83)
 LJ0353_MARKER: DB = BENCH MARK DISK
 LJ0353_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LJ0353_SP_SET: GRAIN ELEVATOR
 LJ0353_STAMPING: M 426 1986
 LJ0353_MARK LOGO: NGS   
 LJ0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LJ0353+STABILITY: POSITION/ELEVATION WELL
 LJ0353
 LJ0353  HISTORY     - Date     Condition        Report By
 LJ0353  HISTORY     - 1986     MONUMENTED       NGS
 LJ0353
 LJ0353                          STATION DESCRIPTION
 LJ0353
 LJ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0353'0.3 KM (0.2 MI) NW FROM GOTHENBURG.
 LJ0353'0.32 KM (0.20 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF
 LJ0353'STATE HIGHWAY 47 AT GOTHENBURG, VERTICALLY IN THE NORTHEAST FACE OF
 LJ0353'THE NORTH SILO OF THE MIDDLE 1 OF 3 ELEVATORS OF THE FARM-LAND SERVICE
 LJ0353'CO-OP, 30.1 METERS (99 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 12.3
 LJ0353'METERS (40.5 FT) SOUTH OF THE SOUTH CORNER OF THE NORTHWEST 1 OF 2
 LJ0353'TRUCK SCALE PLATFORMS AND 0.7 METER (2.5 FT) NORTHWEST OF THE
 LJ0353'NORTHWEST EDGE OF A COVERED WINDOW.
 LJ0353'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2129 ***********************************************************************
 MK2129  DESIGNATION -  M 428
 MK2129  PID         -  MK2129
 MK2129  STATE/COUNTY-  NE/DOUGLAS
 MK2129  USGS QUAD   -  RALSTON (1984)
 MK2129
 MK2129                         *CURRENT SURVEY CONTROL
 MK2129  ___________________________________________________________________
 MK2129* NAD 83(1986)-  41 14 03.     (N)    096 05 13.     (W)     SCALED    
 MK2129* NAVD 88     -       332.332  (meters)    1090.33   (feet)  ADJUSTED  
 MK2129  ___________________________________________________________________
 MK2129  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 MK2129  DYNAMIC HT  -         332.192 (meters)    1089.87  (feet)  COMP
 MK2129  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 MK2129
 MK2129  VERT ORDER  -  FIRST     CLASS II
 MK2129
 MK2129.The horizontal coordinates were scaled from a topographic map and have
 MK2129.an estimated accuracy of +/- 6 seconds.
 MK2129
 MK2129.The orthometric height was determined by differential leveling
 MK2129.and adjusted by the National Geodetic Survey in June 1991..
 MK2129
 MK2129.The geoid height was determined by GEOID03.
 MK2129
 MK2129.The dynamic height is computed by dividing the NAVD 88
 MK2129.geopotential number by the normal gravity value computed on the
 MK2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2129.degrees latitude (g = 980.6199 gals.).
 MK2129
 MK2129.The modeled gravity was interpolated from observed gravity values.
 MK2129
 MK2129;                    North         East    Units  Estimated Accuracy
 MK2129;SPC NE       -   162,950.      827,840.      MT  (+/- 180 meters Scaled)
 MK2129
 MK2129                          SUPERSEDED SURVEY CONTROL
 MK2129
 MK2129.No superseded survey control is available for this station.
 MK2129
 MK2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL441688(NAD 83)
 MK2129_MARKER: DV = VERTICAL CONTROL DISK
 MK2129_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2129_SP_SET: PIER
 MK2129_STAMPING: M 428 1989
 MK2129_MARK LOGO: NGS   
 MK2129_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MK2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2129+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2129
 MK2129  HISTORY     - Date     Condition        Report By
 MK2129  HISTORY     - 1989     MONUMENTED       NGS
 MK2129
 MK2129                          STATION DESCRIPTION
 MK2129
 MK2129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2129'IN OMAHA, AT THE INTERSECTION OF WEST CENTER STREET AND INTERSTATE
 MK2129'HIGHWAY 680, SET VERTICALLY IN THE WEST FACE OF THE MOST WERTERLY 1
 MK2129'OF 3 COLUMNS OF THE FIRST PIER SOUTH OF THE NORTH ABUTMENT OF THE
 MK2129'SOUTHBOUND HIGHWAY OVERPASS OF THE STREET, 7.9 M (25.9 FT) NORTH OF
 MK2129'THE CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 4.8 M (15.7 FT)
 MK2129'WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.5 M
 MK2129'(4.9 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1368 ***********************************************************************
 MJ1368  DESIGNATION -  M 429
 MJ1368  PID         -  MJ1368
 MJ1368  STATE/COUNTY-  NE/DOUGLAS
 MJ1368  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1368
 MJ1368                         *CURRENT SURVEY CONTROL
 MJ1368  ___________________________________________________________________
 MJ1368* NAD 83(1986)-  41 16 04.     (N)    095 57 06.     (W)     SCALED    
 MJ1368* NAVD 88     -       326.213  (meters)    1070.25   (feet)  ADJUSTED  
 MJ1368  ___________________________________________________________________
 MJ1368  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MJ1368  DYNAMIC HT  -         326.075 (meters)    1069.80  (feet)  COMP
 MJ1368  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 MJ1368
 MJ1368  VERT ORDER  -  FIRST     CLASS II
 MJ1368
 MJ1368.The horizontal coordinates were scaled from a topographic map and have
 MJ1368.an estimated accuracy of +/- 6 seconds.
 MJ1368
 MJ1368.The orthometric height was determined by differential leveling
 MJ1368.and adjusted by the National Geodetic Survey in June 1991..
 MJ1368
 MJ1368.The geoid height was determined by GEOID03.
 MJ1368
 MJ1368.The dynamic height is computed by dividing the NAVD 88
 MJ1368.geopotential number by the normal gravity value computed on the
 MJ1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1368.degrees latitude (g = 980.6199 gals.).
 MJ1368
 MJ1368.The modeled gravity was interpolated from observed gravity values.
 MJ1368
 MJ1368;                    North         East    Units  Estimated Accuracy
 MJ1368;SPC NE       -   167,200.      838,990.      MT  (+/- 180 meters Scaled)
 MJ1368
 MJ1368                          SUPERSEDED SURVEY CONTROL
 MJ1368
 MJ1368.No superseded survey control is available for this station.
 MJ1368
 MJ1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF527726(NAD 83)
 MJ1368_MARKER: I = METAL ROD
 MJ1368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1368_SP_SET: STAINLESS STEEL ROD
 MJ1368_STAMPING: M 429 1989
 MJ1368_MARK LOGO: NGS   
 MJ1368_PROJECTION: FLUSH
 MJ1368_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1368+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1368_ROD/PIPE-DEPTH: 12.7 meters
 MJ1368
 MJ1368  HISTORY     - Date     Condition        Report By
 MJ1368  HISTORY     - 1989     MONUMENTED       NGS
 MJ1368
 MJ1368                          STATION DESCRIPTION
 MJ1368
 MJ1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1368'IN OMAHA, AT THE INTERSECTION OF CUMING AND 27TH STREETS, 20.6 M
 MJ1368'(67.6 FT) EAST OF THE SOUTHEAST CORNER OF THE NORTHBOUND INTERSTATE
 MJ1368'HIGHWAY 480 OVERPASS, 20.5 M (67.3 FT) SOUTH OF THE CENTER OF CUMING
 MJ1368'STREET, 10.1 M (33.1 FT) WEST OF THE CENTERLINE OF 27TH STREET, 0.6 M
 MJ1368'(2.0 FT) ABOVE THE LEVEL OF 27TH STREET, AND 0.2 M (0.7 FT) NORTH OF
 MJ1368'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MJ1368'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0530 ***********************************************************************
 NO0530  DESIGNATION -  M 431
 NO0530  PID         -  NO0530
 NO0530  STATE/COUNTY-  NE/CHERRY
 NO0530  USGS QUAD   -  ELL LAKE (1985)
 NO0530
 NO0530                         *CURRENT SURVEY CONTROL
 NO0530  ___________________________________________________________________
 NO0530* NAD 83(1986)-  42 39 11.     (N)    100 34 34.     (W)     SCALED    
 NO0530* NAVD 88     -       878.755  (meters)    2883.05   (feet)  ADJUSTED  
 NO0530  ___________________________________________________________________
 NO0530  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 NO0530  DYNAMIC HT  -         878.363 (meters)    2881.76  (feet)  COMP
 NO0530  MODELED GRAV-     980,145.4   (mgal)                       NAVD 88
 NO0530
 NO0530  VERT ORDER  -  FIRST     CLASS II
 NO0530
 NO0530.The horizontal coordinates were scaled from a topographic map and have
 NO0530.an estimated accuracy of +/- 6 seconds.
 NO0530
 NO0530.The orthometric height was determined by differential leveling
 NO0530.and adjusted by the National Geodetic Survey in June 1994..
 NO0530
 NO0530.The geoid height was determined by GEOID03.
 NO0530
 NO0530.The dynamic height is computed by dividing the NAVD 88
 NO0530.geopotential number by the normal gravity value computed on the
 NO0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0530.degrees latitude (g = 980.6199 gals.).
 NO0530
 NO0530.The modeled gravity was interpolated from observed gravity values.
 NO0530
 NO0530;                    North         East    Units  Estimated Accuracy
 NO0530;SPC NE       -   313,240.      452,770.      MT  (+/- 180 meters Scaled)
 NO0530
 NO0530                          SUPERSEDED SURVEY CONTROL
 NO0530
 NO0530  NGVD 29 (02/14/92)  878.454  (m)         2882.06   (f) ADJUSTED    1 2
 NO0530
 NO0530.Superseded values are not recommended for survey control.
 NO0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0530.See file dsdata.txt to determine how the superseded data were derived.
 NO0530
 NO0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN708234(NAD 83)
 NO0530_MARKER: I = METAL ROD
 NO0530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0530_SP_SET: STAINLESS STEEL ROD
 NO0530_STAMPING: M 431 1991
 NO0530_MARK LOGO: NGS   
 NO0530_PROJECTION: FLUSH
 NO0530_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0530+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0530_ROD/PIPE-DEPTH: 14.5 meters
 NO0530
 NO0530  HISTORY     - Date     Condition        Report By
 NO0530  HISTORY     - 1991     MONUMENTED       NGS
 NO0530
 NO0530                          STATION DESCRIPTION
 NO0530
 NO0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0530'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0530'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 3.2 KM (2.00 MI) WESTERLY
 NO0530'ALONG STATE HIGHWAY SPUR 16B, 14.9 M (48.9 FT) NORTH OF AND LEVEL
 NO0530'WITH THE HIGHWAY CENTERLINE, 11.8 M (38.7 FT) SOUTH-SOUTHWEST OF
 NO0530'UTILITY POLE NUMBER 208 WITH A GUY CABLE, 6.9 M (22.6 FT) WEST OF A
 NO0530'UTILITY BRACE POLE WITH A GUY CABLE, 2.0 M (6.6 FT) BELOW THE LEVEL
 NO0530'OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 NO0530'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0553 ***********************************************************************
 NO0553  DESIGNATION -  M 432
 NO0553  PID         -  NO0553
 NO0553  STATE/COUNTY-  NE/CHERRY
 NO0553  USGS QUAD   -  BRUSH HILL (1987)
 NO0553
 NO0553                         *CURRENT SURVEY CONTROL
 NO0553  ___________________________________________________________________
 NO0553* NAD 83(1986)-  42 25 51.     (N)    101 00 49.     (W)     SCALED    
 NO0553* NAVD 88     -       955.125  (meters)    3133.61   (feet)  ADJUSTED  
 NO0553  ___________________________________________________________________
 NO0553  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 NO0553  DYNAMIC HT  -         954.679 (meters)    3132.14  (feet)  COMP
 NO0553  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 NO0553
 NO0553  VERT ORDER  -  FIRST     CLASS II
 NO0553
 NO0553.The horizontal coordinates were scaled from a topographic map and have
 NO0553.an estimated accuracy of +/- 6 seconds.
 NO0553
 NO0553.The orthometric height was determined by differential leveling
 NO0553.and adjusted by the National Geodetic Survey in June 1994..
 NO0553
 NO0553.The geoid height was determined by GEOID03.
 NO0553
 NO0553.The dynamic height is computed by dividing the NAVD 88
 NO0553.geopotential number by the normal gravity value computed on the
 NO0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0553.degrees latitude (g = 980.6199 gals.).
 NO0553
 NO0553.The modeled gravity was interpolated from observed gravity values.
 NO0553
 NO0553;                    North         East    Units  Estimated Accuracy
 NO0553;SPC NE       -   288,890.      416,610.      MT  (+/- 180 meters Scaled)
 NO0553
 NO0553                          SUPERSEDED SURVEY CONTROL
 NO0553
 NO0553  NGVD 29 (02/14/92)  954.832  (m)         3132.64   (f) ADJUSTED    1 2
 NO0553
 NO0553.Superseded values are not recommended for survey control.
 NO0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0553.See file dsdata.txt to determine how the superseded data were derived.
 NO0553
 NO0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM343995(NAD 83)
 NO0553_MARKER: I = METAL ROD
 NO0553_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0553_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0553_STAMPING: M 432 1991
 NO0553_MARK LOGO: NGS   
 NO0553_PROJECTION: FLUSH
 NO0553_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0553+STABILITY: POSITION/ELEVATION WELL
 NO0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0553+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0553_ROD/PIPE-DEPTH: 11.1 meters
 NO0553_SLEEVE-DEPTH  : 7.9 meters
 NO0553
 NO0553  HISTORY     - Date     Condition        Report By
 NO0553  HISTORY     - 1991     MONUMENTED       NGS
 NO0553
 NO0553                          STATION DESCRIPTION
 NO0553
 NO0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0553'45.4 KM (28.20 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0553'OF STATE HIGHWAY 2 IN MULLEN, 111.0 M (364.2 FT) SOUTH OF THE
 NO0553'EXTENDED CENTER OF THE SHERMAN RANCH ENTRANCE ROAD, 25.9 M (85.0 FT)
 NO0553'NORTH OF THE CENTER OF A FIELD ENTRANCE, 18.5 M (60.7 FT) WEST OF THE
 NO0553'HIGHWAY CENTERLINE, 0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE,
 NO0553'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 NO0553'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0519 ***********************************************************************
 MM0519  DESIGNATION -  M 433
 MM0519  PID         -  MM0519
 MM0519  STATE/COUNTY-  NE/HOOKER
 MM0519  USGS QUAD   -  DISMAL RIVER RANCH NE (1985)
 MM0519
 MM0519                         *CURRENT SURVEY CONTROL
 MM0519  ___________________________________________________________________
 MM0519* NAD 83(1986)-  41 53 58.     (N)    101 02 53.     (W)     SCALED    
 MM0519* NAVD 88     -       989.619  (meters)    3246.78   (feet)  ADJUSTED  
 MM0519  ___________________________________________________________________
 MM0519  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 MM0519  DYNAMIC HT  -         989.091 (meters)    3245.04  (feet)  COMP
 MM0519  MODELED GRAV-     980,054.1   (mgal)                       NAVD 88
 MM0519
 MM0519  VERT ORDER  -  FIRST     CLASS II
 MM0519
 MM0519.The horizontal coordinates were scaled from a topographic map and have
 MM0519.an estimated accuracy of +/- 6 seconds.
 MM0519
 MM0519.The orthometric height was determined by differential leveling
 MM0519.and adjusted by the National Geodetic Survey in June 1994..
 MM0519
 MM0519.The geoid height was determined by GEOID03.
 MM0519
 MM0519.The dynamic height is computed by dividing the NAVD 88
 MM0519.geopotential number by the normal gravity value computed on the
 MM0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0519.degrees latitude (g = 980.6199 gals.).
 MM0519
 MM0519.The modeled gravity was interpolated from observed gravity values.
 MM0519
 MM0519;                    North         East    Units  Estimated Accuracy
 MM0519;SPC NE       -   229,920.      413,060.      MT  (+/- 180 meters Scaled)
 MM0519
 MM0519                          SUPERSEDED SURVEY CONTROL
 MM0519
 MM0519  NGVD 29 (02/14/92)  989.302  (m)         3245.74   (f) ADJUSTED    1 2
 MM0519
 MM0519.Superseded values are not recommended for survey control.
 MM0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0519.See file dsdata.txt to determine how the superseded data were derived.
 MM0519
 MM0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM301406(NAD 83)
 MM0519_MARKER: I = METAL ROD
 MM0519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0519_SP_SET: STAINLESS STEEL ROD
 MM0519_STAMPING: M 433 1991
 MM0519_MARK LOGO: NGS   
 MM0519_PROJECTION: FLUSH
 MM0519_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0519+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0519_ROD/PIPE-DEPTH: 22.9 meters
 MM0519
 MM0519  HISTORY     - Date     Condition        Report By
 MM0519  HISTORY     - 1991     MONUMENTED       NGS
 MM0519
 MM0519                          STATION DESCRIPTION
 MM0519
 MM0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0519'16.2 KM (10.05 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0519'OF STATE HIGHWAY 2 IN MULLEN, 15.3 M (50.2 FT) SOUTH OF THE CENTER OF
 MM0519'A DRIVEWAY, 11.3 M (37.1 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 MM0519'CENTERLINE, 9.1 M (29.9 FT) SOUTH OF A FENCE CORNER, AND 0.3 M (1.0
 MM0519'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 MM0519'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0544 ***********************************************************************
 MM0544  DESIGNATION -  M 434
 MM0544  PID         -  MM0544
 MM0544  STATE/COUNTY-  NE/LINCOLN
 MM0544  USGS QUAD   -  GOOD HOPE CEMETERY (1972)
 MM0544
 MM0544                         *CURRENT SURVEY CONTROL
 MM0544  ___________________________________________________________________
 MM0544* NAD 83(1986)-  41 17 06.     (N)    100 50 50.     (W)     SCALED    
 MM0544* NAVD 88     -       910.256  (meters)    2986.40   (feet)  ADJUSTED  
 MM0544  ___________________________________________________________________
 MM0544  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 MM0544  DYNAMIC HT  -         909.715 (meters)    2984.62  (feet)  COMP
 MM0544  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 MM0544
 MM0544  VERT ORDER  -  FIRST     CLASS II
 MM0544
 MM0544.The horizontal coordinates were scaled from a topographic map and have
 MM0544.an estimated accuracy of +/- 6 seconds.
 MM0544
 MM0544.The orthometric height was determined by differential leveling
 MM0544.and adjusted by the National Geodetic Survey in June 1994..
 MM0544
 MM0544.The geoid height was determined by GEOID03.
 MM0544
 MM0544.The dynamic height is computed by dividing the NAVD 88
 MM0544.geopotential number by the normal gravity value computed on the
 MM0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0544.degrees latitude (g = 980.6199 gals.).
 MM0544
 MM0544.The modeled gravity was interpolated from observed gravity values.
 MM0544
 MM0544;                    North         East    Units  Estimated Accuracy
 MM0544;SPC NE       -   161,520.      429,050.      MT  (+/- 180 meters Scaled)
 MM0544
 MM0544                          SUPERSEDED SURVEY CONTROL
 MM0544
 MM0544  NGVD 29 (02/14/92)  909.897  (m)         2985.22   (f) ADJUSTED    1 2
 MM0544
 MM0544.Superseded values are not recommended for survey control.
 MM0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0544.See file dsdata.txt to determine how the superseded data were derived.
 MM0544
 MM0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL453720(NAD 83)
 MM0544_MARKER: I = METAL ROD
 MM0544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0544_SP_SET: STAINLESS STEEL ROD
 MM0544_STAMPING: M 434 1991
 MM0544_MARK LOGO: NGS   
 MM0544_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0544_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0544+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0544_ROD/PIPE-DEPTH: 18.1 meters
 MM0544
 MM0544  HISTORY     - Date     Condition        Report By
 MM0544  HISTORY     - 1991     MONUMENTED       NGS
 MM0544
 MM0544                          STATION DESCRIPTION
 MM0544
 MM0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0544'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0544'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0544'13.3 KM (8.25 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 57.2 M (187.7
 MM0544'FT) WEST OF THE HIGHWAY CENTERLINE, 10.5 M (34.4 FT) SOUTH OF THE
 MM0544'CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 MM0544'HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 MM0544'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1447 ***********************************************************************
 LH1447  DESIGNATION -  M 435
 LH1447  PID         -  LH1447
 LH1447  STATE/COUNTY-  NE/BUFFALO
 LH1447  USGS QUAD   -  KEARNEY (1983)
 LH1447
 LH1447                         *CURRENT SURVEY CONTROL
 LH1447  ___________________________________________________________________
 LH1447* NAD 83(1986)-  40 42 07.     (N)    099 03 45.     (W)     SCALED    
 LH1447* NAVD 88     -       655.213  (meters)    2149.64   (feet)  ADJUSTED  
 LH1447  ___________________________________________________________________
 LH1447  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 LH1447  DYNAMIC HT  -         654.843 (meters)    2148.43  (feet)  COMP
 LH1447  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 LH1447
 LH1447  VERT ORDER  -  FIRST     CLASS II
 LH1447
 LH1447.The horizontal coordinates were scaled from a topographic map and have
 LH1447.an estimated accuracy of +/- 6 seconds.
 LH1447
 LH1447.The orthometric height was determined by differential leveling
 LH1447.and adjusted by the National Geodetic Survey in May 1993..
 LH1447
 LH1447.The geoid height was determined by GEOID03.
 LH1447
 LH1447.The dynamic height is computed by dividing the NAVD 88
 LH1447.geopotential number by the normal gravity value computed on the
 LH1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1447.degrees latitude (g = 980.6199 gals.).
 LH1447
 LH1447.The modeled gravity was interpolated from observed gravity values.
 LH1447
 LH1447;                    North         East    Units  Estimated Accuracy
 LH1447;SPC NE       -    96,870.      579,210.      MT  (+/- 180 meters Scaled)
 LH1447
 LH1447                          SUPERSEDED SURVEY CONTROL
 LH1447
 LH1447  NGVD 29 (02/14/92)  654.951  (m)         2148.79   (f) ADJUSTED    1 2
 LH1447
 LH1447.Superseded values are not recommended for survey control.
 LH1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1447.See file dsdata.txt to determine how the superseded data were derived.
 LH1447
 LH1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML947056(NAD 83)
 LH1447_MARKER: DV = VERTICAL CONTROL DISK
 LH1447_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1447_SP_SET: WALL
 LH1447_STAMPING: M 435 1991
 LH1447_MARK LOGO: NGS   
 LH1447_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1447+STABILITY: POSITION/ELEVATION WELL
 LH1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1447+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 LH1447
 LH1447  HISTORY     - Date     Condition        Report By
 LH1447  HISTORY     - 1991     MONUMENTED       NGS
 LH1447  HISTORY     - 20050308 GOOD             NEDR
 LH1447
 LH1447                          STATION DESCRIPTION
 LH1447
 LH1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1447'IN KEARNEY, SET VERTICALLY IN THE SOUTH FACE OF A CONCRETE WALL OF A
 LH1447'TRUCK DUMP AT THE PEAVEY GRAIN COMPANY AT 2610 GRAND AVENUE, 72.0 M
 LH1447'(236.2 FT) NORTHWEST OF THE CENTER OF THE AVENUE, 1.4 M (4.6 FT)
 LH1447'ABOVE THE GROUND SURFACE, AND 0.9 M (3.0 FT) EAST OF THE EAST EDGE OF
 LH1447'AN ENTRANCE TO THE DUMP.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 LH1447'PEAVY GRAIN COMPANY, CONTACT--RICK SORENSEN, MANAGER, 2610 GRAND
 LH1447'AVENUE, KEARNEY, NE 68847, TELEPHONE NUMBER (303) 237-5700.
 LH1447
 LH1447                          STATION RECOVERY (2005)
 LH1447
 LH1447'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1472 ***********************************************************************
 LH1472  DESIGNATION -  M 436
 LH1472  PID         -  LH1472
 LH1472  STATE/COUNTY-  NE/ADAMS
 LH1472  USGS QUAD   -  HASTINGS WEST (1983)
 LH1472
 LH1472                         *CURRENT SURVEY CONTROL
 LH1472  ___________________________________________________________________
 LH1472* NAD 83(1986)-  40 35 28.     (N)    098 24 09.     (W)     SCALED    
 LH1472* NAVD 88     -       591.497  (meters)    1940.60   (feet)  ADJUSTED  
 LH1472  ___________________________________________________________________
 LH1472  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 LH1472  DYNAMIC HT  -         591.166 (meters)    1939.52  (feet)  COMP
 LH1472  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 LH1472
 LH1472  VERT ORDER  -  FIRST     CLASS II
 LH1472
 LH1472.The horizontal coordinates were scaled from a topographic map and have
 LH1472.an estimated accuracy of +/- 6 seconds.
 LH1472
 LH1472.The orthometric height was determined by differential leveling
 LH1472.and adjusted by the National Geodetic Survey in May 1993..
 LH1472
 LH1472.The geoid height was determined by GEOID03.
 LH1472
 LH1472.The dynamic height is computed by dividing the NAVD 88
 LH1472.geopotential number by the normal gravity value computed on the
 LH1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1472.degrees latitude (g = 980.6199 gals.).
 LH1472
 LH1472.The modeled gravity was interpolated from observed gravity values.
 LH1472
 LH1472;                    North         East    Units  Estimated Accuracy
 LH1472;SPC NE       -    85,390.      635,200.      MT  (+/- 180 meters Scaled)
 LH1472
 LH1472                          SUPERSEDED SURVEY CONTROL
 LH1472
 LH1472.No superseded survey control is available for this station.
 LH1472
 LH1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK505935(NAD 83)
 LH1472_MARKER: DV = VERTICAL CONTROL DISK
 LH1472_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1472_SP_SET: BUILDING
 LH1472_STAMPING: M 436 1991
 LH1472_MARK LOGO: NGS   
 LH1472_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1472+STABILITY: POSITION/ELEVATION WELL
 LH1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1472+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1991
 LH1472
 LH1472  HISTORY     - Date     Condition        Report By
 LH1472  HISTORY     - 1991     MONUMENTED       NGS
 LH1472  HISTORY     - 1990     GOOD
 LH1472  HISTORY     - 19911029 GOOD             NGS
 LH1472
 LH1472                          STATION DESCRIPTION
 LH1472
 LH1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1472'IN HASTINGS, SET VERTICALLY IN THE WEST FACE OF THE MORTON ELEMENTARY
 LH1472'SCHOOL AT 731 NORTH BALTIMORE AVENUE, 34.9 M (114.5 FT) NORTH OF THE
 LH1472'CENTER OF BATEMAN STREET, 5.0 M (16.4 FT) SOUTH OF THE CENTER OF AN
 LH1472'ENTRANCE, 1.1 M (3.6 FT) ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT)
 LH1472'SOUTH OF THE NORTHWEST CORNER OF THE SOUTH WING.
 LH1472
 LH1472                          STATION RECOVERY (1990)
 LH1472
 LH1472'RECOVERED 1990
 LH1472'RECOVERED IN GOOD CONDITION.
 LH1472
 LH1472                          STATION RECOVERY (1991)
 LH1472
 LH1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1472'IN HASTINGS, SET VERTICALLY IN THE WEST FACE OF THE MORTON ELEMENTARY
 LH1472'SCHOOL AT 731 NORTH BALTIMORE AVENUE, 34.9 M (114.5 FT) NORTH OF THE
 LH1472'CENTER OF BATEMAN STREET, 5.0 M (16.4 FT) SOUTH OF THE CENTER OF AN
 LH1472'ENTRANCE, 1.1 M (3.6 FT) ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT)
 LH1472'SOUTH OF THE NORTHWEST CORNER OF THE SOUTH WING OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1497 ***********************************************************************
 LH1497  DESIGNATION -  M 437
 LH1497  PID         -  LH1497
 LH1497  STATE/COUNTY-  NE/CLAY
 LH1497  USGS QUAD   -  INLAND (1969)
 LH1497
 LH1497                         *CURRENT SURVEY CONTROL
 LH1497  ___________________________________________________________________
 LH1497* NAD 83(1986)-  40 34 56.     (N)    098 10 29.     (W)     SCALED    
 LH1497* NAVD 88     -       558.265  (meters)    1831.57   (feet)  ADJUSTED  
 LH1497  ___________________________________________________________________
 LH1497  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 LH1497  DYNAMIC HT  -         557.956 (meters)    1830.56  (feet)  COMP
 LH1497  MODELED GRAV-     980,053.5   (mgal)                       NAVD 88
 LH1497
 LH1497  VERT ORDER  -  FIRST     CLASS II
 LH1497
 LH1497.The horizontal coordinates were scaled from a topographic map and have
 LH1497.an estimated accuracy of +/- 6 seconds.
 LH1497
 LH1497.The orthometric height was determined by differential leveling
 LH1497.and adjusted by the National Geodetic Survey in May 1993..
 LH1497
 LH1497.The geoid height was determined by GEOID03.
 LH1497
 LH1497.The dynamic height is computed by dividing the NAVD 88
 LH1497.geopotential number by the normal gravity value computed on the
 LH1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1497.degrees latitude (g = 980.6199 gals.).
 LH1497
 LH1497.The modeled gravity was interpolated from observed gravity values.
 LH1497
 LH1497;                    North         East    Units  Estimated Accuracy
 LH1497;SPC NE       -    84,780.      654,490.      MT  (+/- 180 meters Scaled)
 LH1497
 LH1497                          SUPERSEDED SURVEY CONTROL
 LH1497
 LH1497.No superseded survey control is available for this station.
 LH1497
 LH1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK698927(NAD 83)
 LH1497_MARKER: I = METAL ROD
 LH1497_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1497_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LH1497_STAMPING: M 437 1991
 LH1497_MARK LOGO: NGS   
 LH1497_PROJECTION: FLUSH
 LH1497_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1497+STABILITY: POSITION/ELEVATION WELL
 LH1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1497+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1497_ROD/PIPE-DEPTH: 14.8 meters
 LH1497_SLEEVE-DEPTH  : 7.9 meters
 LH1497
 LH1497  HISTORY     - Date     Condition        Report By
 LH1497  HISTORY     - 1991     MONUMENTED       NGS
 LH1497
 LH1497                          STATION DESCRIPTION
 LH1497
 LH1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1497'19.9 KM (12.35 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LH1497'OF U.S. HIGHWAY 281 IN HASTINGS, 0.8 KM (0.50 MI) WEST OF THE
 LH1497'INTERSECTION OF A GRAVELED ROAD LEADING NORTH, 181.0 M (593.8 FT)
 LH1497'WEST OF THE CENTER OF A FIELD ENTRANCE, 44.7 M (146.7 FT) SOUTH OF
 LH1497'THE HIGHWAY CENTERLINE, 3.7 M (12.1 FT) EAST OF A SIGN (CONTROLLED
 LH1497'ACCESS) AND A RIGHT-OF-WAY POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 LH1497'THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 LH1497'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1307 ***********************************************************************
 LG1307  DESIGNATION -  M 438
 LG1307  PID         -  LG1307
 LG1307  STATE/COUNTY-  NE/LANCASTER
 LG1307  USGS QUAD   -  ROCA (1972)
 LG1307
 LG1307                         *CURRENT SURVEY CONTROL
 LG1307  ___________________________________________________________________
 LG1307* NAD 83(1986)-  40 39 17.     (N)    096 43 26.     (W)     SCALED    
 LG1307* NAVD 88     -       390.006  (meters)    1279.54   (feet)  ADJUSTED  
 LG1307  ___________________________________________________________________
 LG1307  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LG1307  DYNAMIC HT  -         389.834 (meters)    1278.98  (feet)  COMP
 LG1307  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 LG1307
 LG1307  VERT ORDER  -  FIRST     CLASS II
 LG1307
 LG1307.The horizontal coordinates were scaled from a topographic map and have
 LG1307.an estimated accuracy of +/- 6 seconds.
 LG1307
 LG1307.The orthometric height was determined by differential leveling
 LG1307.and adjusted by the National Geodetic Survey in May 1993..
 LG1307
 LG1307.The geoid height was determined by GEOID03.
 LG1307
 LG1307.The dynamic height is computed by dividing the NAVD 88
 LG1307.geopotential number by the normal gravity value computed on the
 LG1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1307.degrees latitude (g = 980.6199 gals.).
 LG1307
 LG1307.The modeled gravity was interpolated from observed gravity values.
 LG1307
 LG1307;                    North         East    Units  Estimated Accuracy
 LG1307;SPC NE       -    96,450.      776,940.      MT  (+/- 180 meters Scaled)
 LG1307
 LG1307                          SUPERSEDED SURVEY CONTROL
 LG1307
 LG1307.No superseded survey control is available for this station.
 LG1307
 LG1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL924029(NAD 83)
 LG1307_MARKER: I = METAL ROD
 LG1307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1307_SP_SET: STAINLESS STEEL ROD
 LG1307_STAMPING: M 438 1991
 LG1307_MARK LOGO: NGS   
 LG1307_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1307_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1307+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1307_ROD/PIPE-DEPTH: 10.2 meters
 LG1307
 LG1307  HISTORY     - Date     Condition        Report By
 LG1307  HISTORY     - 1991     MONUMENTED       NGS
 LG1307
 LG1307                          STATION DESCRIPTION
 LG1307
 LG1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1307'14.1 KM (8.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH
 LG1307'STREET) FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, THENCE 1.6
 LG1307'KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 33, 131.0 M (429.8 FT)
 LG1307'NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.6 M (34.8 FT) EAST OF THE
 LG1307'CENTER OF SOUTHWEST 2ND STREET, 5.0 M (16.4 FT) SOUTH OF THE WEST LEG
 LG1307'OF A DOUBLE UTILITY POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 LG1307'STREET, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO
 LG1307'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1337 ***********************************************************************
 LG1337  DESIGNATION -  M 439
 LG1337  PID         -  LG1337
 LG1337  STATE/COUNTY-  NE/OTOE
 LG1337  USGS QUAD   -  UNADILLA (1966)
 LG1337
 LG1337                         *CURRENT SURVEY CONTROL
 LG1337  ___________________________________________________________________
 LG1337* NAD 83(1986)-  40 42 43.     (N)    096 22 07.     (W)     SCALED    
 LG1337* NAVD 88     -       359.623  (meters)    1179.86   (feet)  ADJUSTED  
 LG1337  ___________________________________________________________________
 LG1337  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 LG1337  DYNAMIC HT  -         359.464 (meters)    1179.34  (feet)  COMP
 LG1337  MODELED GRAV-     980,169.9   (mgal)                       NAVD 88
 LG1337
 LG1337  VERT ORDER  -  FIRST     CLASS II
 LG1337
 LG1337.The horizontal coordinates were scaled from a topographic map and have
 LG1337.an estimated accuracy of +/- 6 seconds.
 LG1337
 LG1337.The orthometric height was determined by differential leveling
 LG1337.and adjusted by the National Geodetic Survey in May 1993..
 LG1337
 LG1337.The geoid height was determined by GEOID03.
 LG1337
 LG1337.The dynamic height is computed by dividing the NAVD 88
 LG1337.geopotential number by the normal gravity value computed on the
 LG1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1337.degrees latitude (g = 980.6199 gals.).
 LG1337
 LG1337.The modeled gravity was interpolated from observed gravity values.
 LG1337
 LG1337;                    North         East    Units  Estimated Accuracy
 LG1337;SPC NE       -   103,990.      806,690.      MT  (+/- 180 meters Scaled)
 LG1337
 LG1337                          SUPERSEDED SURVEY CONTROL
 LG1337
 LG1337.No superseded survey control is available for this station.
 LG1337
 LG1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL222101(NAD 83)
 LG1337_MARKER: F = FLANGE-ENCASED ROD
 LG1337_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1337_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1337_STAMPING: M 439 1991
 LG1337_MARK LOGO: NGS   
 LG1337_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1337_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1337+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1997
 LG1337_ROD/PIPE-DEPTH: 12.6 meters
 LG1337_SLEEVE-DEPTH  : 0.9 meters
 LG1337
 LG1337  HISTORY     - Date     Condition        Report By
 LG1337  HISTORY     - 1991     MONUMENTED       NGS
 LG1337  HISTORY     - 19970929 GOOD             NEDR
 LG1337
 LG1337                          STATION DESCRIPTION
 LG1337
 LG1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1337'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1337'OF U.S. HIGHWAY 77 (SOUTH 14TH STREET) IN LINCOLN, 100.0 M (328.1
 LG1337'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.9 M (35.8 FT) WEST OF
 LG1337'THE CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) NORTH OF A UTILITY
 LG1337'POLE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND 0.5 M (1.6 FT)
 LG1337'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 LG1337'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 LG1337'SPECIFICATIONS FOR A CLASS A MARK.
 LG1337
 LG1337                          STATION RECOVERY (1997)
 LG1337
 LG1337'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LG1337'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 2, WITH STATE
 LG1337'ROAD 66A SPUR, AT PALMYRA, GO EAST ON THE HIGHWAY FOR 1.0 MI (1.6 KM)
 LG1337'TO THE INTERSECTION OF A COUNTY ROAD AND THE MARK IN THE NORTHWEST
 LG1337'ANGLE OF THE INTERSECTION, ON COUNTY ROAD RIGHT-OF-WAY, AND IN
 LG1337'SOUTHEAST CORNER OF SECTION 26, T9R, R9E.  IT IS 100 M (328.1 FT)
 LG1337'NORTH OF THE HIGHWAY, 10.9 M (35.8 FT) WEST OF THE CENTERLINE OF THE
 LG1337'COUNTY ROAD, 1.0 M (3.3 FT) NORTH OF A UTILITY POLE AND 0.5 M (1.6 FT)
 LG1337'SOUTH OF A WITNESS POST.  IT IS A STAINLESS STEEL ROD, WITHIN A 5-INCH
 LG1337'LOGO CAP.  THE REPORTED DEPTH OF THE ROD IS 12.6 M (41.3 FT) AND THE
 LG1337'SLEEVE DEPTH IS REPORTED AS 0.9 M (3.0 FT) .  THE MARK DOES NOT MEET
 LG1337'CLASS A SETTING SPECIFICATIONS.  ACCESS IS HAD THROUGH THE LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1370 ***********************************************************************
 LG1370  DESIGNATION -  M 440
 LG1370  PID         -  LG1370
 LG1370  STATE/COUNTY-  NE/LANCASTER
 LG1370  USGS QUAD   -  LINCOLN (1980)
 LG1370
 LG1370                         *CURRENT SURVEY CONTROL
 LG1370  ___________________________________________________________________
 LG1370* NAD 83(1986)-  40 50 34.     (N)    096 44 34.     (W)     SCALED    
 LG1370* NAVD 88     -       364.123  (meters)    1194.63   (feet)  ADJUSTED  
 LG1370  ___________________________________________________________________
 LG1370  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 LG1370  DYNAMIC HT  -         363.957 (meters)    1194.08  (feet)  COMP
 LG1370  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 LG1370
 LG1370  VERT ORDER  -  FIRST     CLASS II
 LG1370
 LG1370.The horizontal coordinates were scaled from a topographic map and have
 LG1370.an estimated accuracy of +/- 6 seconds.
 LG1370
 LG1370.The orthometric height was determined by differential leveling
 LG1370.and adjusted by the National Geodetic Survey in May 1993..
 LG1370
 LG1370.The geoid height was determined by GEOID03.
 LG1370
 LG1370.The dynamic height is computed by dividing the NAVD 88
 LG1370.geopotential number by the normal gravity value computed on the
 LG1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1370.degrees latitude (g = 980.6199 gals.).
 LG1370
 LG1370.The modeled gravity was interpolated from observed gravity values.
 LG1370
 LG1370;                    North         East    Units  Estimated Accuracy
 LG1370;SPC NE       -   117,250.      774,560.      MT  (+/- 180 meters Scaled)
 LG1370
 LG1370                          SUPERSEDED SURVEY CONTROL
 LG1370
 LG1370.No superseded survey control is available for this station.
 LG1370
 LG1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL902237(NAD 83)
 LG1370_MARKER: DV = VERTICAL CONTROL DISK
 LG1370_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1370_SP_SET: PIER
 LG1370_STAMPING: M 440 1992
 LG1370_MARK LOGO: NGS   
 LG1370_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1370+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 LG1370
 LG1370  HISTORY     - Date     Condition        Report By
 LG1370  HISTORY     - 1992     MONUMENTED       NGS
 LG1370  HISTORY     - 20020611 GOOD             INDIV
 LG1370  HISTORY     - 20051009 GOOD             GEOCAC
 LG1370
 LG1370                          STATION DESCRIPTION
 LG1370
 LG1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1370'IN LINCOLN, AT THE INTERSECTION OF WEST ADAMS STREET, AIRPORT ROAD AND
 LG1370'THE UNION PACIFIC RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF THE
 LG1370'MOST SOUTHERLY OF 5 CONCRETE COLUMNS (FIRST PIER EAST OF AIRPORT
 LG1370'ROAD) OF THE STREET OVERPASS OF THE RAILROAD AND AIRPORT ROAD, 31.4 M
 LG1370'(103.0 FT) WEST OF THE NEAR RAIL, 11.8 M (38.7 FT) SOUTH OF THE
 LG1370'CENTER OF THE STREET, 9.4 M (30.8 FT) EAST OF THE CENTER OF THE ROAD,
 LG1370'AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD.
 LG1370
 LG1370                          STATION RECOVERY (2002)
 LG1370
 LG1370'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FBS)
 LG1370'LEVEL LOOP BETWEEN LG1370 (M 440) AND LG1369 (H 440) HAS AN ELEVATION
 LG1370'DIFFERENCE OF ONE-HUNDRETH OF A FOOT HIGHER FOR LG1370 (M 440) THAN
 LG1370'PUBLISHED.
 LG1370
 LG1370                          STATION RECOVERY (2005)
 LG1370
 LG1370'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1370'HANDHELD GPS NAD83 COORDS N 40D 50M 33.6S  W 096D 44M 34.2S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0584 ***********************************************************************
 NO0584  DESIGNATION -  M 441
 NO0584  PID         -  NO0584
 NO0584  STATE/COUNTY-  NE/CHERRY
 NO0584  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0584
 NO0584                         *CURRENT SURVEY CONTROL
 NO0584  ___________________________________________________________________
 NO0584* NAD 83(1986)-  42 58 07.     (N)    100 34 23.     (W)     SCALED    
 NO0584* NAVD 88     -       844.809  (meters)    2771.68   (feet)  ADJUSTED  
 NO0584  ___________________________________________________________________
 NO0584  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 NO0584  DYNAMIC HT  -         844.473 (meters)    2770.58  (feet)  COMP
 NO0584  MODELED GRAV-     980,194.6   (mgal)                       NAVD 88
 NO0584
 NO0584  VERT ORDER  -  FIRST     CLASS II
 NO0584
 NO0584.The horizontal coordinates were scaled from a topographic map and have
 NO0584.an estimated accuracy of +/- 6 seconds.
 NO0584
 NO0584.The orthometric height was determined by differential leveling
 NO0584.and adjusted by the National Geodetic Survey in June 1994..
 NO0584
 NO0584.The geoid height was determined by GEOID03.
 NO0584
 NO0584.The dynamic height is computed by dividing the NAVD 88
 NO0584.geopotential number by the normal gravity value computed on the
 NO0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0584.degrees latitude (g = 980.6199 gals.).
 NO0584
 NO0584.The modeled gravity was interpolated from observed gravity values.
 NO0584
 NO0584;                    North         East    Units  Estimated Accuracy
 NO0584;SPC NE       -   348,290.      453,250.      MT  (+/- 180 meters Scaled)
 NO0584
 NO0584                          SUPERSEDED SURVEY CONTROL
 NO0584
 NO0584.No superseded survey control is available for this station.
 NO0584
 NO0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN717585(NAD 83)
 NO0584_MARKER: I = METAL ROD
 NO0584_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0584_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0584_STAMPING: M 441 1992
 NO0584_MARK LOGO: NGS   
 NO0584_PROJECTION: FLUSH
 NO0584_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0584+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NO0584_ROD/PIPE-DEPTH: 4.3  meters
 NO0584_SLEEVE-DEPTH  : 0.9 meters
 NO0584
 NO0584  HISTORY     - Date     Condition        Report By
 NO0584  HISTORY     - 1992     MONUMENTED       NGS
 NO0584
 NO0584                          STATION DESCRIPTION
 NO0584
 NO0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0584'10.4 KM (6.45 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE
 NO0584'COURTHOUSE IN VALENTINE, 20.9 M (68.6 FT) EAST OF THE CENTERLINE OF
 NO0584'THE HIGHWAY, 12.5 M (41.0 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD,
 NO0584'2.7 M (8.9 FT) SOUTH OF A RIGHT-OF-WAY MARKER, 0.7 M (2.3 FT) WEST OF
 NO0584'A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 NO0584'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NO0584'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 NO0584'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3458 ***********************************************************************
 AI3458  DESIGNATION -  M 442
 AI3458  PID         -  AI3458
 AI3458  STATE/COUNTY-  NE/RED WILLOW
 AI3458  USGS QUAD   -  MC COOK SW (1957)
 AI3458
 AI3458                         *CURRENT SURVEY CONTROL
 AI3458  ___________________________________________________________________
 AI3458* NAD 83(1986)-  40 07 24.     (N)    100 38 56.     (W)     SCALED    
 AI3458* NAVD 88     -       782.330  (meters)    2566.69   (feet)  ADJUSTED  
 AI3458  ___________________________________________________________________
 AI3458  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AI3458  DYNAMIC HT  -         781.797 (meters)    2564.95  (feet)  COMP
 AI3458  MODELED GRAV-     979,918.8   (mgal)                       NAVD 88
 AI3458
 AI3458  VERT ORDER  -  SECOND    CLASS I
 AI3458
 AI3458.The horizontal coordinates were scaled from a topographic map and have
 AI3458.an estimated accuracy of +/- 6 seconds.
 AI3458
 AI3458.The orthometric height was determined by differential leveling
 AI3458.and adjusted by the National Geodetic Survey in July 2002..
 AI3458.No vertical observational check was made to the station.
 AI3458
 AI3458.The geoid height was determined by GEOID03.
 AI3458
 AI3458.The dynamic height is computed by dividing the NAVD 88
 AI3458.geopotential number by the normal gravity value computed on the
 AI3458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3458.degrees latitude (g = 980.6199 gals.).
 AI3458
 AI3458.The modeled gravity was interpolated from observed gravity values.
 AI3458
 AI3458;                    North         East    Units  Estimated Accuracy
 AI3458;SPC NE       -    32,410.      444,690.      MT  (+/- 180 meters Scaled)
 AI3458
 AI3458                          SUPERSEDED SURVEY CONTROL
 AI3458
 AI3458.No superseded survey control is available for this station.
 AI3458
 AI3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK595427(NAD 83)
 AI3458_MARKER: F = FLANGE-ENCASED ROD
 AI3458_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI3458_STAMPING: M 442 1999
 AI3458_MARK LOGO: NGS   
 AI3458_PROJECTION: FLUSH
 AI3458_MAGNETIC: I = MARKER IS A STEEL ROD
 AI3458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3458+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3458_ROD/PIPE-DEPTH: 18.6 meters
 AI3458_SLEEVE-DEPTH  : 0.9 meters
 AI3458
 AI3458  HISTORY     - Date     Condition        Report By
 AI3458  HISTORY     - 1999     MONUMENTED       NGS
 AI3458
 AI3458                          STATION DESCRIPTION
 AI3458
 AI3458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3458'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3458'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.3 WESTERLY ALONG A PAVED
 AI3458'ROAD, THENCE 8.1 KM (5.05 MI) SOUTHERLY ALONG A PAVED AND GRAVELED
 AI3458'ROAD, 13.3 M (43.6 FT) WEST OF THE ROAD CENTER, 7.9 M (25.9 FT) NORTH
 AI3458'OF THE CENTER OF A GATE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD,
 AI3458'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 AI3458'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AI3458'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON COUNTY
 AI3458'ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0260 ***********************************************************************
 MN0260  DESIGNATION -  M 50
 MN0260  PID         -  MN0260
 MN0260  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0260  USGS QUAD   -  SCOTTSBLUFF NORTH (1976)
 MN0260
 MN0260                         *CURRENT SURVEY CONTROL
 MN0260  ___________________________________________________________________
 MN0260* NAD 83(1986)-  41 53 46.     (N)    103 42 50.     (W)     SCALED    
 MN0260* NAVD 88     -      1193.073  (meters)    3914.27   (feet)  ADJUSTED  
 MN0260  ___________________________________________________________________
 MN0260  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 MN0260  DYNAMIC HT  -        1192.313 (meters)    3911.78  (feet)  COMP
 MN0260  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 MN0260
 MN0260  VERT ORDER  -  SECOND    CLASS 0
 MN0260
 MN0260.The horizontal coordinates were scaled from a topographic map and have
 MN0260.an estimated accuracy of +/- 6 seconds.
 MN0260
 MN0260.The orthometric height was determined by differential leveling
 MN0260.and adjusted by the National Geodetic Survey in June 1991..
 MN0260
 MN0260.The geoid height was determined by GEOID03.
 MN0260
 MN0260.The dynamic height is computed by dividing the NAVD 88
 MN0260.geopotential number by the normal gravity value computed on the
 MN0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0260.degrees latitude (g = 980.6199 gals.).
 MN0260
 MN0260.The modeled gravity was interpolated from observed gravity values.
 MN0260
 MN0260;                    North         East    Units  Estimated Accuracy
 MN0260;SPC NE       -   235,640.      191,990.      MT  (+/- 180 meters Scaled)
 MN0260
 MN0260                          SUPERSEDED SURVEY CONTROL
 MN0260
 MN0260  NGVD 29 (??/??/92) 1192.418  (m)         3912.12   (f) ADJ UNCH    2 0
 MN0260
 MN0260.Superseded values are not recommended for survey control.
 MN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0260.See file dsdata.txt to determine how the superseded data were derived.
 MN0260
 MN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG066390(NAD 83)
 MN0260_MARKER: DB = BENCH MARK DISK
 MN0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0260_STAMPING: M 50 1934
 MN0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0260+STABILITY: SURFACE MOTION
 MN0260
 MN0260  HISTORY     - Date     Condition        Report By
 MN0260  HISTORY     - 1934     MONUMENTED       CGS
 MN0260  HISTORY     - 20030924 MARK NOT FOUND   NGS
 MN0260
 MN0260                          STATION DESCRIPTION
 MN0260
 MN0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0260'3.7 MI NW FROM SCOTTSBLUFF.
 MN0260'ABOUT 3.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0260'RAILROAD FROM THE STATION AT SCOTTSBLUFF, SCOTTS BLUFF COUNTY, AT
 MN0260'MILEAGE 32+58, NEAR A ROAD CROSSING, NEAR A ROW OF POWER-TRANSMISSION
 MN0260'LINE POLES NORTHEAST OF THE CROSSING, 56.0 FEET NORTHEAST OF THE
 MN0260'NORTH RAIL, 22.6 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 5.8
 MN0260'FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED M 50 1934 AND
 MN0260'SET IN THE TOP OF A CONCRETE POST.
 MN0260
 MN0260                          STATION RECOVERY (2003)
 MN0260
 MN0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0325 ***********************************************************************
 MN0325  DESIGNATION -  M 50 RESET
 MN0325  PID         -  MN0325
 MN0325  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0325  USGS QUAD   -  SCOTTSBLUFF NORTH (1976)
 MN0325
 MN0325                         *CURRENT SURVEY CONTROL
 MN0325  ___________________________________________________________________
 MN0325* NAD 83(1986)-  41 53 46.     (N)    103 42 50.     (W)     SCALED    
 MN0325* NAVD 88     -      1193.68   (meters)    3916.3    (feet)  RESET     
 MN0325  ___________________________________________________________________
 MN0325  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 MN0325
 MN0325  VERT ORDER  -  THIRD
 MN0325
 MN0325.The horizontal coordinates were scaled from a topographic map and have
 MN0325.an estimated accuracy of +/- 6 seconds.
 MN0325
 MN0325.The orthometric height was computed from unverified reset data.
 MN0325.No vertical observational check was made to the station.
 MN0325
 MN0325.The geoid height was determined by GEOID03.
 MN0325
 MN0325;                    North         East    Units  Estimated Accuracy
 MN0325;SPC NE       -   235,640.      191,990.      MT  (+/- 180 meters Scaled)
 MN0325
 MN0325                          SUPERSEDED SURVEY CONTROL
 MN0325
 MN0325  NGVD 29 (08/02/06) 1193.03   (m)         3914.1    (f) RESET       3  
 MN0325
 MN0325.Superseded values are not recommended for survey control.
 MN0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0325.See file dsdata.txt to determine how the superseded data were derived.
 MN0325
 MN0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG066390(NAD 83)
 MN0325_MARKER: DV = VERTICAL CONTROL DISK
 MN0325_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0325_SP_SET: CULVERT HEADWALL
 MN0325_STAMPING: M 50 RESET 1981
 MN0325_MARK LOGO: NGS   
 MN0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0325+STABILITY: SURFACE MOTION
 MN0325
 MN0325  HISTORY     - Date     Condition        Report By
 MN0325  HISTORY     - 1981     MONUMENTED       NGS
 MN0325  HISTORY     - 19870327 GOOD             NEDR
 MN0325
 MN0325                          STATION DESCRIPTION
 MN0325
 MN0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MN0325'3.7 MI NW FROM SCOTTS BLUFF.
 MN0325'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 26 FROM THE WEST JUNCTION WITH
 MN0325'STATE HIGHWAY 71 IN SCOTTS BLUFF, THENCE LEFT AND SOUTHWEST ALONG A
 MN0325'GRADED COUNTY ROAD FOR 0.05 MILE THE MARK AT A RAILROAD CROSSING 25.7
 MN0325'METERS (84.3 FEET) NORTHWEST OF POWERLINE POLE NUMBER 68, 18.5 METERS
 MN0325'(60.8 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 10.1 METERS (33.0 FEET)
 MN0325'WEST OF THE CENTERLINE OF THE GRADED ROAD, IN THE NORTH CORNER OF
 MN0325'THE WEST HEADWALL OF A CONCRETE CULVERT.
 MN0325'THE MARK IS ABOVE LEVEL WITH ROAD.
 MN0325
 MN0325                          STATION RECOVERY (1987)
 MN0325
 MN0325'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1987 (HED)
 MN0325'TO REACH FROM THE INTERSECTION OF AVENUE I AND WEST 20TH STREET, IN
 MN0325'SCOTTSBLUFF, GO WEST FOR 1.8 MI (2.9 KM) TO A COUNTY ROAD, THEN NORTH
 MN0325'1.9 MI (3.1 KM) TO THE MARK ON THE LEFT, 85.25 FT (25.98 M) NORTHWEST
 MN0325'FROM A NAIL IN A POWER POLE, 74.40 FT (22.68 M) SOUTHWEST FROM THE
 MN0325'SOUTHWEST CORNER OF A CONCRETE SIGNAL CROSSARM FOUNDATION, 67.25 FT
 MN0325'(20.50 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF CONCRETE SIGNAL
 MN0325'CROSSARM FOUNDATION AND SET INTO A DRILLED HOLE IN THE CENTER OF THE
 MN0325'NORTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0113 ***********************************************************************
 MN0113  DESIGNATION -  M 51
 MN0113  PID         -  MN0113
 MN0113  STATE/COUNTY-  NE/MORRILL
 MN0113  USGS QUAD   -  BROADWATER SW (1965)
 MN0113
 MN0113                         *CURRENT SURVEY CONTROL
 MN0113  ___________________________________________________________________
 MN0113* NAD 83(1986)-  41 36 43.     (N)    102 54 32.     (W)     SCALED    
 MN0113* NAVD 88     -      1098.504  (meters)    3604.01   (feet)  ADJUSTED  
 MN0113  ___________________________________________________________________
 MN0113  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 MN0113  DYNAMIC HT  -        1097.815 (meters)    3601.75  (feet)  COMP
 MN0113  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 MN0113
 MN0113  VERT ORDER  -  SECOND    CLASS 0
 MN0113
 MN0113.The horizontal coordinates were scaled from a topographic map and have
 MN0113.an estimated accuracy of +/- 6 seconds.
 MN0113
 MN0113.The orthometric height was determined by differential leveling
 MN0113.and adjusted by the National Geodetic Survey in June 1991..
 MN0113
 MN0113.The geoid height was determined by GEOID03.
 MN0113
 MN0113.The dynamic height is computed by dividing the NAVD 88
 MN0113.geopotential number by the normal gravity value computed on the
 MN0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0113.degrees latitude (g = 980.6199 gals.).
 MN0113
 MN0113.The modeled gravity was interpolated from observed gravity values.
 MN0113
 MN0113;                    North         East    Units  Estimated Accuracy
 MN0113;SPC NE       -   201,550.      257,670.      MT  (+/- 180 meters Scaled)
 MN0113
 MN0113                          SUPERSEDED SURVEY CONTROL
 MN0113
 MN0113  NGVD 29 (??/??/92) 1097.957  (m)         3602.21   (f) ADJ UNCH    2 0
 MN0113
 MN0113.Superseded values are not recommended for survey control.
 MN0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0113.See file dsdata.txt to determine how the superseded data were derived.
 MN0113
 MN0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG742088(NAD 83)
 MN0113_MARKER: DB = BENCH MARK DISK
 MN0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0113_STAMPING: M 51 1934
 MN0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0113+STABILITY: SURFACE MOTION
 MN0113
 MN0113  HISTORY     - Date     Condition        Report By
 MN0113  HISTORY     - 1934     MONUMENTED       CGS
 MN0113
 MN0113                          STATION DESCRIPTION
 MN0113
 MN0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0113'3 MI W FROM BROADWATER.
 MN0113'ABOUT 3.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0113'STATION AT BROADWATER, MORRILL COUNTY, ABOUT 1,000 FEET WEST
 MN0113'OF CULVERT 102.47, 123 FEET SOUTH OF THE CENTER LINE OF A
 MN0113'ROAD PARALLELING THE TRACK, 80 FEET WEST OF THE CENTER LINE OF
 MN0113'THE ENTRANCE TO A FIELD, 42 FEET SOUTH OF THE SOUTH RAIL OF THE
 MN0113'MAIN TRACK, AND 10 FEET WEST OF A POLE.  A STANDARD DISK,
 MN0113'STAMPED M 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5261 ***********************************************************************
 DG5261  DESIGNATION -  M 51 RESET
 DG5261  PID         -  DG5261
 DG5261  STATE/COUNTY-  NE/MORRILL
 DG5261  USGS QUAD   -  BROADWATER SW (1965)
 DG5261
 DG5261                         *CURRENT SURVEY CONTROL
 DG5261  ___________________________________________________________________
 DG5261* NAD 83(1986)-  41 36 43.     (N)    102 54 32.     (W)     SCALED    
 DG5261* NAVD 88     -      1098.29   (meters)    3603.3    (feet)  RESET     
 DG5261  ___________________________________________________________________
 DG5261  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 DG5261
 DG5261  VERT ORDER  -  THIRD
 DG5261
 DG5261.The horizontal coordinates were scaled from a topographic map and have
 DG5261.an estimated accuracy of +/- 6 seconds.
 DG5261
 DG5261.The orthometric height was computed from unverified reset data.
 DG5261.No vertical observational check was made to the station.
 DG5261
 DG5261.The geoid height was determined by GEOID03.
 DG5261
 DG5261;                    North         East    Units  Estimated Accuracy
 DG5261;SPC NE       -   201,550.      257,670.      MT  (+/- 180 meters Scaled)
 DG5261
 DG5261                          SUPERSEDED SURVEY CONTROL
 DG5261
 DG5261.No superseded survey control is available for this station.
 DG5261
 DG5261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG742088(NAD 83)
 DG5261_MARKER: DV = VERTICAL CONTROL DISK
 DG5261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5261_STAMPING: M 51 RESET 2002
 DG5261_MARK LOGO: NGS   
 DG5261_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5261+STABILITY: SURFACE MOTION
 DG5261
 DG5261  HISTORY     - Date     Condition        Report By
 DG5261  HISTORY     - 2002     MONUMENTED       NEDR
 DG5261
 DG5261                          STATION DESCRIPTION
 DG5261
 DG5261'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2002 (LB)
 DG5261'FROM THE INTERSECTION HWY 26 AND MAIN ST IN BROADWATER, GO WEST ON HWY
 DG5261'26 APPROXIMATELY 3.2 MILES TO BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0063 ***********************************************************************
 MN0063  DESIGNATION -  M 52
 MN0063  PID         -  MN0063
 MN0063  STATE/COUNTY-  NE/GARDEN
 MN0063  USGS QUAD   -  LEWELLEN (1971)
 MN0063
 MN0063                         *CURRENT SURVEY CONTROL
 MN0063  ___________________________________________________________________
 MN0063* NAD 83(1986)-  41 20 00.     (N)    102 08 49.     (W)     SCALED    
 MN0063* NAVD 88     -      1010.766  (meters)    3316.15   (feet)  ADJUSTED  
 MN0063  ___________________________________________________________________
 MN0063  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 MN0063  DYNAMIC HT  -        1010.146 (meters)    3314.12  (feet)  COMP
 MN0063  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 MN0063
 MN0063  VERT ORDER  -  SECOND    CLASS 0
 MN0063
 MN0063.The horizontal coordinates were scaled from a topographic map and have
 MN0063.an estimated accuracy of +/- 6 seconds.
 MN0063
 MN0063.The orthometric height was determined by differential leveling
 MN0063.and adjusted by the National Geodetic Survey in June 1991..
 MN0063
 MN0063.The geoid height was determined by GEOID03.
 MN0063
 MN0063.The dynamic height is computed by dividing the NAVD 88
 MN0063.geopotential number by the normal gravity value computed on the
 MN0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0063.degrees latitude (g = 980.6199 gals.).
 MN0063
 MN0063.The modeled gravity was interpolated from observed gravity values.
 MN0063
 MN0063;                    North         East    Units  Estimated Accuracy
 MN0063;SPC NE       -   168,770.      320,360.      MT  (+/- 180 meters Scaled)
 MN0063
 MN0063                          SUPERSEDED SURVEY CONTROL
 MN0063
 MN0063  NGVD 29 (??/??/92) 1010.293  (m)         3314.60   (f) ADJ UNCH    2 0
 MN0063
 MN0063.Superseded values are not recommended for survey control.
 MN0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0063.See file dsdata.txt to determine how the superseded data were derived.
 MN0063
 MN0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF387796(NAD 83)
 MN0063_MARKER: DB = BENCH MARK DISK
 MN0063_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MN0063+WITH SETTING: PAVEMENT
 MN0063_SP_SET: WATER TANK BASE
 MN0063_STAMPING: M 52 1934
 MN0063_MARK LOGO: CGS   
 MN0063_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0063+STABILITY: SURFACE MOTION
 MN0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0063+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 MN0063
 MN0063  HISTORY     - Date     Condition        Report By
 MN0063  HISTORY     - 1934     MONUMENTED       CGS
 MN0063  HISTORY     - 1942     GOOD             NGS
 MN0063  HISTORY     - 19920804 GOOD             NGS
 MN0063
 MN0063                          STATION DESCRIPTION
 MN0063
 MN0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0063'AT LEWELLEN.
 MN0063'AT LEWELLEN, GARDEN COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT
 MN0063'0.3 MILE WEST OF MILEPOST 59, ABOUT 350 FEET WEST OF THE WEST
 MN0063'END OF THE STATION, ABOUT 75 FEET SOUTH OF THE SOUTH RAIL OF THE
 MN0063'MAIN TRACK, ABOUT 50 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 MN0063'26, AT THE RAILROAD WATER SUPPLY TANK, AND IN THE TOP OF THE
 MN0063'NORTHWEST FOOTING.  A STANDARD DISK, STAMPED M 52 1934.
 MN0063
 MN0063                          STATION RECOVERY (1942)
 MN0063
 MN0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MN0063'RECOVERED IN GOOD CONDITION.
 MN0063
 MN0063                          STATION RECOVERY (1992)
 MN0063
 MN0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MN0063'RECOVERED IN LEWELLEN, ABOUT 100 YARDS WEST FROM THE GRAIN ELEVATOR,
 MN0063'50 FT (15.2 M) NORTH FROM THE CENTERLINE OF STATE HIGHWAY 2, 1.0 FT
 MN0063'(0.3 M) SOUTH FROM A WITNESS POST AND CEMENTED INTO A DRILLED HOLE IN
 MN0063'A FOOTING THAT HAD SUPPORTED THE NORTHWEST LEG OF THE OLD RAILROAD
 MN0063'WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0045 ***********************************************************************
 MN0045  DESIGNATION -  M 53
 MN0045  PID         -  MN0045
 MN0045  STATE/COUNTY-  NE/GARDEN
 MN0045  USGS QUAD   -  BARN BUTTE (1971)
 MN0045
 MN0045                         *CURRENT SURVEY CONTROL
 MN0045  ___________________________________________________________________
 MN0045* NAD 83(1986)-  41 19 41.     (N)    102 20 48.     (W)     SCALED    
 MN0045* NAVD 88     -      1164.733  (meters)    3821.29   (feet)  ADJUSTED  
 MN0045  ___________________________________________________________________
 MN0045  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 MN0045  DYNAMIC HT  -        1163.995 (meters)    3818.87  (feet)  COMP
 MN0045  MODELED GRAV-     979,949.7   (mgal)                       NAVD 88
 MN0045
 MN0045  VERT ORDER  -  SECOND    CLASS 0
 MN0045
 MN0045.The horizontal coordinates were scaled from a topographic map and have
 MN0045.an estimated accuracy of +/- 6 seconds.
 MN0045
 MN0045.The orthometric height was determined by differential leveling
 MN0045.and adjusted by the National Geodetic Survey in June 1991..
 MN0045
 MN0045.The geoid height was determined by GEOID03.
 MN0045
 MN0045.The dynamic height is computed by dividing the NAVD 88
 MN0045.geopotential number by the normal gravity value computed on the
 MN0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0045.degrees latitude (g = 980.6199 gals.).
 MN0045
 MN0045.The modeled gravity was interpolated from observed gravity values.
 MN0045
 MN0045;                    North         East    Units  Estimated Accuracy
 MN0045;SPC NE       -   168,620.      303,640.      MT  (+/- 180 meters Scaled)
 MN0045
 MN0045                          SUPERSEDED SURVEY CONTROL
 MN0045
 MN0045  NGVD 29 (??/??/92) 1164.233  (m)         3819.65   (f) ADJ UNCH    2 0
 MN0045
 MN0045.Superseded values are not recommended for survey control.
 MN0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0045.See file dsdata.txt to determine how the superseded data were derived.
 MN0045
 MN0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF220785(NAD 83)
 MN0045_MARKER: DB = BENCH MARK DISK
 MN0045_SETTING: 0 = UNSPECIFIED SETTING
 MN0045_STAMPING: M 53 1934
 MN0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0045
 MN0045  HISTORY     - Date     Condition        Report By
 MN0045  HISTORY     - 1934     MONUMENTED       CGS
 MN0045  HISTORY     - 1964     GOOD             NGS
 MN0045
 MN0045                          STATION DESCRIPTION
 MN0045
 MN0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MN0045'6 MI S FROM OSHKOSH.
 MN0045'TO REACH THIS BENCH MARK FROM THE PLATTE RIVER BRIDGE WHICH IS ABOUT
 MN0045'2 MILES SOUTH OF THE COURTHOUSE IN OSHKOSH, GO SOUTH ON STATE
 MN0045'HIGHWAY 27 FOR 1.2 MILES TO A GRAVEL ROAD RIGHT WHERE NOW STATE
 MN0045'HIGHWAY 27 CURVES TO THE LEFT OR EAST.  CONTINUE SOUTH ON GRAVEL
 MN0045'ROAD FOR 0.1 MILE TO WHERE GRAVEL TURNS SHARP RIGHT AND A GATE
 MN0045'STRAIGHT AHEAD.  PASS THRU GATE AND FOLLOW OLD ABANDONED HIGHWAY
 MN0045'UP THRU THE HILLS FOR 2.7 MILES TO THE MARK ON THE RIGHT.  THE
 MN0045'MARK IS 130 FEET NORTH OF A SOUTHEAST PASTURE FENCE CORNER.
 MN0045'NOTE-- IT IS LOCATED ALONG AN OLD STRETCH WHICH HAS BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0289 ***********************************************************************
 MN0289  DESIGNATION -  M 54
 MN0289  PID         -  MN0289
 MN0289  STATE/COUNTY-  NE/BANNER
 MN0289  USGS QUAD   -  HARRISBURG (1979)
 MN0289
 MN0289                         *CURRENT SURVEY CONTROL
 MN0289  ___________________________________________________________________
 MN0289* NAD 83(1986)-  41 34 29.     (N)    103 40 36.     (W)     SCALED    
 MN0289* NAVD 88     -      1346.793  (meters)    4418.60   (feet)  ADJUSTED  
 MN0289  ___________________________________________________________________
 MN0289  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 MN0289  DYNAMIC HT  -        1345.824 (meters)    4415.42  (feet)  COMP
 MN0289  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 MN0289
 MN0289  VERT ORDER  -  SECOND    CLASS 0
 MN0289
 MN0289.The horizontal coordinates were scaled from a topographic map and have
 MN0289.an estimated accuracy of +/- 6 seconds.
 MN0289
 MN0289.The orthometric height was determined by differential leveling
 MN0289.and adjusted by the National Geodetic Survey in June 1991..
 MN0289
 MN0289.The geoid height was determined by GEOID03.
 MN0289
 MN0289.The dynamic height is computed by dividing the NAVD 88
 MN0289.geopotential number by the normal gravity value computed on the
 MN0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0289.degrees latitude (g = 980.6199 gals.).
 MN0289
 MN0289.The modeled gravity was interpolated from observed gravity values.
 MN0289
 MN0289;                    North         East    Units  Estimated Accuracy
 MN0289;SPC NE       -   199,860.      193,560.      MT  (+/- 180 meters Scaled)
 MN0289
 MN0289                          SUPERSEDED SURVEY CONTROL
 MN0289
 MN0289  NGVD 29 (??/??/92) 1346.092  (m)         4416.30   (f) ADJ UNCH    2 0
 MN0289
 MN0289.Superseded values are not recommended for survey control.
 MN0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0289.See file dsdata.txt to determine how the superseded data were derived.
 MN0289
 MN0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG103034(NAD 83)
 MN0289_MARKER: DB = BENCH MARK DISK
 MN0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0289_STAMPING: M-54-1934
 MN0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0289+STABILITY: SURFACE MOTION
 MN0289
 MN0289  HISTORY     - Date     Condition        Report By
 MN0289  HISTORY     - 1934     MONUMENTED       CGS
 MN0289  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0289
 MN0289                          STATION DESCRIPTION
 MN0289
 MN0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0289'19.4 MI S FROM GERING.
 MN0289'19.4 MILES SOUTH OF COURTHOUSE VIA. NO. 29 ALONG STATE HIGHWAY
 MN0289'NO. 29 BETWEEN GERING, NEBRASKA AND KIMBALL, NEBRASKA, 4.3 MILES
 MN0289'NORTH OF HARRISBURG, 45 FEET WEST OF CENTERLINE OF HIGHWAY,
 MN0289'ABOUT 190 FEET SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE CULVERT,
 MN0289'6 FEET EAST OF RIGHT OF WAY FENCE, ABOUT 0.6 MILES NORTH OF
 MN0289'TURN IN ROAD.
 MN0289
 MN0289                          STATION RECOVERY (1974)
 MN0289
 MN0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0191 ***********************************************************************
 MN0191  DESIGNATION -  M 55
 MN0191  PID         -  MN0191
 MN0191  STATE/COUNTY-  NE/MORRILL
 MN0191  USGS QUAD   -  REDINGTON (1979)
 MN0191
 MN0191                         *CURRENT SURVEY CONTROL
 MN0191  ___________________________________________________________________
 MN0191* NAD 83(1995)-  41 35 02.46271(N)    103 22 01.35263(W)     ADJUSTED  
 MN0191* NAVD 88     -      1227.255  (meters)    4026.42   (feet)  ADJUSTED  
 MN0191  ___________________________________________________________________
 MN0191  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 MN0191  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 MN0191  DYNAMIC HT  -        1226.429 (meters)    4023.71  (feet)  COMP
 MN0191  MODELED GRAV-     979,907.9   (mgal)                       NAVD 88
 MN0191
 MN0191  HORZ ORDER  -  SECOND
 MN0191  VERT ORDER  -  SECOND    CLASS 0
 MN0191
 MN0191.The horizontal coordinates were established by classical geodetic methods
 MN0191.and adjusted by the National Geodetic Survey in August 1997..
 MN0191
 MN0191.The orthometric height was determined by differential leveling
 MN0191.and adjusted by the National Geodetic Survey in June 1991..
 MN0191
 MN0191.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0191
 MN0191.The geoid height was determined by GEOID03.
 MN0191
 MN0191.The dynamic height is computed by dividing the NAVD 88
 MN0191.geopotential number by the normal gravity value computed on the
 MN0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0191.degrees latitude (g = 980.6199 gals.).
 MN0191
 MN0191.The modeled gravity was interpolated from observed gravity values.
 MN0191
 MN0191;                    North         East     Units Scale Factor Converg.
 MN0191;SPC NE       -   199,834.851   219,395.058   MT  0.99965952   -2 13 52.8
 MN0191;UTM  13      - 4,604,879.434   636,117.096   MT  0.99982801   +1 05 02.4
 MN0191
 MN0191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0191!SPC NE       -   0.99981059  x   0.99965952  =   0.99947017
 MN0191!UTM  13      -   0.99981059  x   0.99982801  =   0.99963863
 MN0191
 MN0191                          SUPERSEDED SURVEY CONTROL
 MN0191
 MN0191  NAD 83(1995)-  41 35 02.46264(N)    103 22 01.35255(W) AD(       ) 2
 MN0191  NAD 83(1986)-  41 35 02.45384(N)    103 22 01.35481(W) AD(       ) 2
 MN0191  NAD 27      -  41 35 02.54960(N)    103 21 59.58260(W) AD(       ) 2
 MN0191  NGVD 29 (??/??/92) 1226.632  (m)         4024.38   (f) ADJ UNCH    2 0
 MN0191
 MN0191.Superseded values are not recommended for survey control.
 MN0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0191.See file dsdata.txt to determine how the superseded data were derived.
 MN0191
 MN0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3611704879(NAD 83)
 MN0191_MARKER: DB = BENCH MARK DISK
 MN0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0191_STAMPING: M 55 1934
 MN0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0191+STABILITY: SURFACE MOTION
 MN0191
 MN0191  HISTORY     - Date     Condition        Report By
 MN0191  HISTORY     - 1934     MONUMENTED       CGS
 MN0191  HISTORY     - 1963     GOOD             CGS
 MN0191  HISTORY     - 1963     GOOD             NGS
 MN0191
 MN0191                          STATION DESCRIPTION
 MN0191
 MN0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0191'4.9 MI W FROM REDINGTON.
 MN0191'ABOUT 4.9 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0191'AT REDINGTON, MORRILL COUNTY, ABOUT 500 FEET EAST OF THE
 MN0191'BANNER-MORRILL COUNTY LINE, ABOUT 0.4 MILE EAST OF A WOODEN
 MN0191'BRIDGE, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 2
 MN0191'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 MN0191'M 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0191
 MN0191                          STATION RECOVERY (1963)
 MN0191
 MN0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0191'THE STATION IS 19-1/2 MILES EAST AND 2 MILES NORTH OF HARRISBURG,
 MN0191'0.05 MILE EAST OF THE BANNER-MORRILL COUNTY LINE, NEAR THE
 MN0191'SOUTHWEST CORNER OF SECTION 30, T 19 N, R 52 W, AND ON STATE
 MN0191'HIGHWAY 88 ROAD RIGHT-OF-WAY.
 MN0191'
 MN0191'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CHALK,
 MN0191'DISTANCE BEING 7.824 METERS (25.67 FEET) EAST OF STATION CHALK.
 MN0191'
 MN0191'THE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK,
 MN0191'STAMPED M55 1934, SET IN A 6 INCH SQUARE CONCRETE POST FLUSH
 MN0191'WITH THE SURFACE OF THE GROUND.  IT IS 54 FEET NORTH OF THE
 MN0191'CENTER OF STATE HIGHWAY 88, 4 FEET EAST OF A TELEPHONE POLE,
 MN0191'AND 1 FOOT SOUTH OF A FENCE.
 MN0191
 MN0191                          STATION RECOVERY (1963)
 MN0191
 MN0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MN0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0851 ***********************************************************************
 ML0851  DESIGNATION -  M 56
 ML0851  PID         -  ML0851
 ML0851  STATE/COUNTY-  NE/CUSTER
 ML0851  USGS QUAD   -  ANSELMO NW (1951)
 ML0851
 ML0851                         *CURRENT SURVEY CONTROL
 ML0851  ___________________________________________________________________
 ML0851* NAD 83(1986)-  41 41 27.     (N)    099 56 46.     (W)     SCALED    
 ML0851* NAVD 88     -       832.858  (meters)    2732.47   (feet)  ADJUSTED  
 ML0851  ___________________________________________________________________
 ML0851  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 ML0851  DYNAMIC HT  -         832.432 (meters)    2731.07  (feet)  COMP
 ML0851  MODELED GRAV-     980,082.3   (mgal)                       NAVD 88
 ML0851
 ML0851  VERT ORDER  -  SECOND    CLASS 0
 ML0851
 ML0851.The horizontal coordinates were scaled from a topographic map and have
 ML0851.an estimated accuracy of +/- 6 seconds.
 ML0851
 ML0851.The orthometric height was determined by differential leveling
 ML0851.and adjusted by the National Geodetic Survey in June 1991..
 ML0851
 ML0851.The geoid height was determined by GEOID03.
 ML0851
 ML0851.The dynamic height is computed by dividing the NAVD 88
 ML0851.geopotential number by the normal gravity value computed on the
 ML0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0851.degrees latitude (g = 980.6199 gals.).
 ML0851
 ML0851.The modeled gravity was interpolated from observed gravity values.
 ML0851
 ML0851;                    North         East    Units  Estimated Accuracy
 ML0851;SPC NE       -   206,230.      504,490.      MT  (+/- 180 meters Scaled)
 ML0851
 ML0851                          SUPERSEDED SURVEY CONTROL
 ML0851
 ML0851  NGVD 29 (??/??/92)  832.569  (m)         2731.52   (f) ADJ UNCH    2 0
 ML0851
 ML0851.Superseded values are not recommended for survey control.
 ML0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0851.See file dsdata.txt to determine how the superseded data were derived.
 ML0851
 ML0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM212158(NAD 83)
 ML0851_MARKER: DB = BENCH MARK DISK
 ML0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0851_STAMPING: M 56 1934
 ML0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0851+STABILITY: SURFACE MOTION
 ML0851
 ML0851  HISTORY     - Date     Condition        Report By
 ML0851  HISTORY     - 1934     MONUMENTED       CGS
 ML0851  HISTORY     - 1939     GOOD             NGS
 ML0851
 ML0851                          STATION DESCRIPTION
 ML0851
 ML0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 ML0851'6.5 MI NW FROM ANSELMO.
 ML0851'6.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0851'RAILROAD FROM THE STATION AT ANSELMO, CUSTER COUNTY, 6 POLES
 ML0851'NORTHWEST OF MILEPOST 202, JUST EAST OF A HIGH RIDGE WEST
 ML0851'OF THE TRACK, 40 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 ML0851'MAIN TRACK, 22 FEET SOUTHWEST OF A FENCE, AND 12 FEET SOUTHEAST OF
 ML0851'A POLE.  A STANDARD DISK, STAMPED M 56 1934 AND SET IN THE
 ML0851'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0395 ***********************************************************************
 NP0395  DESIGNATION -  M 57
 NP0395  PID         -  NP0395
 NP0395  STATE/COUNTY-  NE/BOX BUTTE
 NP0395  USGS QUAD   -  NONPAREIL (1946)
 NP0395
 NP0395                         *CURRENT SURVEY CONTROL
 NP0395  ___________________________________________________________________
 NP0395* NAD 83(1986)-  42 19 18.     (N)    103 11 26.     (W)     SCALED    
 NP0395* NAVD 88     -      1329.004  (meters)    4360.24   (feet)  POSTED    
 NP0395  ___________________________________________________________________
 NP0395  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 NP0395  DYNAMIC HT  -        1328.200 (meters)    4357.60  (feet)  COMP
 NP0395  MODELED GRAV-     979,972.7   (mgal)                       NAVD 88
 NP0395
 NP0395  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0395
 NP0395.The horizontal coordinates were scaled from a topographic map and have
 NP0395.an estimated accuracy of +/- 6 seconds.
 NP0395
 NP0395.The orthometric height was determined by differential leveling
 NP0395.and adjusted by the National Geodetic Survey in 1992..
 NP0395.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0395.rate of 1.1 thru 2.0 mm/km.
 NP0395
 NP0395.The geoid height was determined by GEOID03.
 NP0395
 NP0395.The dynamic height is computed by dividing the NAVD 88
 NP0395.geopotential number by the normal gravity value computed on the
 NP0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0395.degrees latitude (g = 980.6199 gals.).
 NP0395
 NP0395.The modeled gravity was interpolated from observed gravity values.
 NP0395
 NP0395;                    North         East    Units  Estimated Accuracy
 NP0395;SPC NE       -   281,130.      237,120.      MT  (+/- 180 meters Scaled)
 NP0395
 NP0395                          SUPERSEDED SURVEY CONTROL
 NP0395
 NP0395  NGVD 29 (??/??/92) 1328.350  (m)         4358.10   (f) ADJ UNCH    2 0
 NP0395
 NP0395.Superseded values are not recommended for survey control.
 NP0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0395.See file dsdata.txt to determine how the superseded data were derived.
 NP0395
 NP0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG490870(NAD 83)
 NP0395_MARKER: DB = BENCH MARK DISK
 NP0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0395_STAMPING: M-57-1934
 NP0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0395+STABILITY: SURFACE MOTION
 NP0395
 NP0395  HISTORY     - Date     Condition        Report By
 NP0395  HISTORY     - 1934     MONUMENTED       CGS
 NP0395  HISTORY     - 1938     GOOD             NGS
 NP0395
 NP0395                          STATION DESCRIPTION
 NP0395
 NP0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0395'5.9 MI W FROM HEMINGFORD.
 NP0395'5.9 MILES WEST OF POST OFFICE.  ALONG HIGHWAY NO 2, 33 FEET SOUTH
 NP0395'OF CENTERLINE, 35 FEET WEST OF CENTERLINE OF COUNTY ROAD RUNNING
 NP0395'NORTH AND SOUTH, 21 FEET SOUTHWEST OF SOUTHWEST CORNER OF BOX
 NP0395'CULVERT ACROSS COUNTY ROAD, 5 FEET SOUTHWEST OF POINT WHERE 2
 NP0395'RIGHT OF WAY FENCES MEET.
 NP0395
 NP0395                          STATION RECOVERY (1938)
 NP0395
 NP0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 NP0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0396 ***********************************************************************
 NP0396  DESIGNATION -  M 57 RESET
 NP0396  PID         -  NP0396
 NP0396  STATE/COUNTY-  NE/BOX BUTTE
 NP0396  USGS QUAD   -  NONPAREIL (1946)
 NP0396
 NP0396                         *CURRENT SURVEY CONTROL
 NP0396  ___________________________________________________________________
 NP0396* NAD 83(1986)-  42 19 18.     (N)    103 11 26.     (W)     SCALED    
 NP0396* NAVD 88     -      1329.025  (meters)    4360.31   (feet)  POSTED    
 NP0396  ___________________________________________________________________
 NP0396  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 NP0396  DYNAMIC HT  -        1328.220 (meters)    4357.67  (feet)  COMP
 NP0396  MODELED GRAV-     979,972.7   (mgal)                       NAVD 88
 NP0396
 NP0396  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NP0396
 NP0396.The horizontal coordinates were scaled from a topographic map and have
 NP0396.an estimated accuracy of +/- 6 seconds.
 NP0396
 NP0396.The orthometric height was determined by differential leveling
 NP0396.and adjusted by the National Geodetic Survey in 1992..
 NP0396.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NP0396.rate of 0.0 thru 1.0 mm/km.
 NP0396
 NP0396.The geoid height was determined by GEOID03.
 NP0396
 NP0396.The dynamic height is computed by dividing the NAVD 88
 NP0396.geopotential number by the normal gravity value computed on the
 NP0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0396.degrees latitude (g = 980.6199 gals.).
 NP0396
 NP0396.The modeled gravity was interpolated from observed gravity values.
 NP0396
 NP0396;                    North         East    Units  Estimated Accuracy
 NP0396;SPC NE       -   281,130.      237,120.      MT  (+/- 180 meters Scaled)
 NP0396
 NP0396                          SUPERSEDED SURVEY CONTROL
 NP0396
 NP0396  NGVD 29 (??/??/92) 1328.368  (m)         4358.15   (f) ADJ UNCH    2 0
 NP0396
 NP0396.Superseded values are not recommended for survey control.
 NP0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0396.See file dsdata.txt to determine how the superseded data were derived.
 NP0396
 NP0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG490870(NAD 83)
 NP0396_MARKER: DB = BENCH MARK DISK
 NP0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0396_STAMPING: M 57 RESET 1948
 NP0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0396+STABILITY: SURFACE MOTION
 NP0396
 NP0396  HISTORY     - Date     Condition        Report By
 NP0396  HISTORY     - 1948     MONUMENTED       CGS
 NP0396  HISTORY     - 1956     GOOD             NGS
 NP0396
 NP0396                          STATION DESCRIPTION
 NP0396
 NP0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0396'6 MI W FROM HEMINGFORD.
 NP0396'6.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE
 NP0396'AT HEMINGFORD, 96 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 NP0396'56.4 FEET SOUTH OF A TELEPHONE POLE, 34.3 FEET NORTH OF A SMALL
 NP0396'TELEPHONE POLE, 48 FEET SOUTHWEST OF THE SOUTH END OF THE WEST
 NP0396'HEADWALL OF A CULVERT UNDER A NORTH AND SOUTH ROAD, 30 FEET WEST
 NP0396'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1 FOOT EAST OF A
 NP0396'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 1.0 FOOT
 NP0396'BELOW THE TOP OF THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 18,
 NP0396'TOWNSHIP 27 NORTH, RANGE 50 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0416 ***********************************************************************
 NP0416  DESIGNATION -  M 58
 NP0416  PID         -  NP0416
 NP0416  STATE/COUNTY-  NE/SIOUX
 NP0416  USGS QUAD   -  MOUNT EDNA (1979)
 NP0416
 NP0416                         *CURRENT SURVEY CONTROL
 NP0416  ___________________________________________________________________
 NP0416* NAD 83(1986)-  42 16 37.     (N)    103 46 39.     (W)     SCALED    
 NP0416* NAVD 88     -      1464.891  (meters)    4806.06   (feet)  POSTED    
 NP0416  ___________________________________________________________________
 NP0416  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 NP0416  DYNAMIC HT  -        1463.940 (meters)    4802.94  (feet)  COMP
 NP0416  MODELED GRAV-     979,919.4   (mgal)                       NAVD 88
 NP0416
 NP0416  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 NP0416
 NP0416.The horizontal coordinates were scaled from a topographic map and have
 NP0416.an estimated accuracy of +/- 6 seconds.
 NP0416
 NP0416.The orthometric height was determined by differential leveling
 NP0416.and adjusted by the National Geodetic Survey in 1992..
 NP0416.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 NP0416.rate of 2.1 thru 3.0 mm/km.
 NP0416
 NP0416.The geoid height was determined by GEOID03.
 NP0416
 NP0416.The dynamic height is computed by dividing the NAVD 88
 NP0416.geopotential number by the normal gravity value computed on the
 NP0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0416.degrees latitude (g = 980.6199 gals.).
 NP0416
 NP0416.The modeled gravity was interpolated from observed gravity values.
 NP0416
 NP0416;                    North         East    Units  Estimated Accuracy
 NP0416;SPC NE       -   278,120.      188,570.      MT  (+/- 180 meters Scaled)
 NP0416
 NP0416                          SUPERSEDED SURVEY CONTROL
 NP0416
 NP0416  NGVD 29 (??/??/92) 1464.127  (m)         4803.56   (f) ADJ UNCH    2 0
 NP0416
 NP0416.Superseded values are not recommended for survey control.
 NP0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0416.See file dsdata.txt to determine how the superseded data were derived.
 NP0416
 NP0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG008812(NAD 83)
 NP0416_MARKER: DB = BENCH MARK DISK
 NP0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0416_STAMPING: M 58 1934
 NP0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0416+STABILITY: SURFACE MOTION
 NP0416
 NP0416  HISTORY     - Date     Condition        Report By
 NP0416  HISTORY     - 1934     MONUMENTED       CGS
 NP0416  HISTORY     - 1974     GOOD             USGS
 NP0416
 NP0416                          STATION DESCRIPTION
 NP0416
 NP0416'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0416'24 MI N FROM MITCHELL.
 NP0416'24.0 MI. NORTH ALONG HWY. 29 FROM THE HIGH SCHOOL AT MITCHELL,
 NP0416'0.2 MI. SOUTH OF THE INTERSECTION OF THE HWY. AND A COUNTY ROAD.
 NP0416'THE BENCHMARK IS ABOUT 140 FEET WEST OF THE HWY., AND ABOUT 35
 NP0416'FEET WEST OF THE OLD ROAD, 70 FEET NORTH OF A CATTLE GATE, 25
 NP0416'FEET NORTH OF THE REMAINS OF AN OLD EAST-WEST FENCE AND 1 FOOT
 NP0416'WEST OF THE ROW FENCE.  A STANDARD DISK, STAMPED M 58 1934 AND
 NP0416'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0103 ***********************************************************************
 MN0103  DESIGNATION -  M 59
 MN0103  PID         -  MN0103
 MN0103  STATE/COUNTY-  NE/CHEYENNE
 MN0103  USGS QUAD   -  SUNOL (1972)
 MN0103
 MN0103                         *CURRENT SURVEY CONTROL
 MN0103  ___________________________________________________________________
 MN0103* NAD 83(1986)-  41 09 19.     (N)    102 47 43.     (W)     SCALED    
 MN0103* NAVD 88     -      1206.283  (meters)    3957.61   (feet)  ADJUSTED  
 MN0103  ___________________________________________________________________
 MN0103  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 MN0103  DYNAMIC HT  -        1205.449 (meters)    3954.88  (feet)  COMP
 MN0103  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 MN0103
 MN0103  VERT ORDER  -  SECOND    CLASS 0
 MN0103
 MN0103.The horizontal coordinates were scaled from a topographic map and have
 MN0103.an estimated accuracy of +/- 6 seconds.
 MN0103
 MN0103.The orthometric height was determined by differential leveling
 MN0103.and adjusted by the National Geodetic Survey in June 1991..
 MN0103
 MN0103.The geoid height was determined by GEOID03.
 MN0103
 MN0103.The dynamic height is computed by dividing the NAVD 88
 MN0103.geopotential number by the normal gravity value computed on the
 MN0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0103.degrees latitude (g = 980.6199 gals.).
 MN0103
 MN0103.The modeled gravity was interpolated from observed gravity values.
 MN0103
 MN0103;                    North         East    Units  Estimated Accuracy
 MN0103;SPC NE       -   150,560.      265,490.      MT  (+/- 180 meters Scaled)
 MN0103
 MN0103                          SUPERSEDED SURVEY CONTROL
 MN0103
 MN0103  NGVD 29 (??/??/92) 1205.718  (m)         3955.76   (f) ADJ UNCH    2 0
 MN0103
 MN0103.Superseded values are not recommended for survey control.
 MN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0103.See file dsdata.txt to determine how the superseded data were derived.
 MN0103
 MN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF849583(NAD 83)
 MN0103_MARKER: DB = BENCH MARK DISK
 MN0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0103_STAMPING: M 59 1934
 MN0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0103+STABILITY: SURFACE MOTION
 MN0103
 MN0103  HISTORY     - Date     Condition        Report By
 MN0103  HISTORY     - 1934     MONUMENTED       CGS
 MN0103  HISTORY     - 1947     GOOD             NGS
 MN0103
 MN0103                          STATION DESCRIPTION
 MN0103
 MN0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0103'1.7 MI W FROM SUNOL.
 MN0103'1.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0103'AT SUNOL, CHEYENNE COUNTY, 168 FEET NORTHEAST OF MILEPOST 398,
 MN0103'264 FEET WEST OF SIGNAL TOWER 3979, 75 FEET SOUTH OF THE CENTER
 MN0103'LINE OF U.S. HIGHWAY 30, AND 42 FEET NORTH OF THE NORTH RAIL
 MN0103'OF THE NORTH DOUBLE TRACK.  A STANDARD DISK, STAMPED M 59 1934
 MN0103'AND SET IN THE TOP OF A CONCRETE POST.
 MN0103
 MN0103                          STATION RECOVERY (1947)
 MN0103
 MN0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MN0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0764 ***********************************************************************
 ML0764  DESIGNATION -  M 60
 ML0764  PID         -  ML0764
 ML0764  STATE/COUNTY-  NE/CUSTER
 ML0764  USGS QUAD   -  OCONTO SE (1974)
 ML0764
 ML0764                         *CURRENT SURVEY CONTROL
 ML0764  ___________________________________________________________________
 ML0764* NAD 83(1986)-  41 05 59.     (N)    099 45 37.     (W)     SCALED    
 ML0764* NAVD 88     -       799.449  (meters)    2622.86   (feet)  ADJUSTED  
 ML0764  ___________________________________________________________________
 ML0764  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 ML0764  DYNAMIC HT  -         798.993 (meters)    2621.36  (feet)  COMP
 ML0764  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 ML0764
 ML0764  VERT ORDER  -  SECOND    CLASS 0
 ML0764
 ML0764.The horizontal coordinates were scaled from a topographic map and have
 ML0764.an estimated accuracy of +/- 6 seconds.
 ML0764
 ML0764.The orthometric height was determined by differential leveling
 ML0764.and adjusted by the National Geodetic Survey in June 1991..
 ML0764
 ML0764.The geoid height was determined by GEOID03.
 ML0764
 ML0764.The dynamic height is computed by dividing the NAVD 88
 ML0764.geopotential number by the normal gravity value computed on the
 ML0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0764.degrees latitude (g = 980.6199 gals.).
 ML0764
 ML0764.The modeled gravity was interpolated from observed gravity values.
 ML0764
 ML0764;                    North         East    Units  Estimated Accuracy
 ML0764;SPC NE       -   140,630.      520,130.      MT  (+/- 180 meters Scaled)
 ML0764
 ML0764                          SUPERSEDED SURVEY CONTROL
 ML0764
 ML0764  NGVD 29 (??/??/92)  799.157  (m)         2621.90   (f) ADJ UNCH    2 0
 ML0764
 ML0764.Superseded values are not recommended for survey control.
 ML0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0764.See file dsdata.txt to determine how the superseded data were derived.
 ML0764
 ML0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML361501(NAD 83)
 ML0764_MARKER: DB = BENCH MARK DISK
 ML0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0764_STAMPING: M 60 1934
 ML0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0764+STABILITY: SURFACE MOTION
 ML0764
 ML0764  HISTORY     - Date     Condition        Report By
 ML0764  HISTORY     - 1934     MONUMENTED       CGS
 ML0764  HISTORY     - 1938     GOOD             NGS
 ML0764
 ML0764                          STATION DESCRIPTION
 ML0764
 ML0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0764'2.7 MI S FROM OCONTO.
 ML0764'2.7 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 ML0764'OCONTO, 0.3 MILE SOUTH OF AN EAST-AND-WEST ROAD CROSSING, 0.2
 ML0764'MILE NORTH OF A CURVE TO THE EAST, 0.1 MILE NORTH OF A POINT
 ML0764'WHERE THE HIGHWAY TURNS EAST AND PASSES SOUTH OF A 2-1/2-STORY
 ML0764'FARMHOUSE, 32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 ML0764'1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 ML0764'M 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0094 ***********************************************************************
 NP0094  DESIGNATION -  M 61 RESET
 NP0094  PID         -  NP0094
 NP0094  STATE/COUNTY-  NE/SHERIDAN
 NP0094  USGS QUAD   -  LAKESIDE (1989)
 NP0094
 NP0094                         *CURRENT SURVEY CONTROL
 NP0094  ___________________________________________________________________
 NP0094* NAD 83(1986)-  42 03 43.     (N)    102 28 35.     (W)     SCALED    
 NP0094* NAVD 88     -      1181.699  (meters)    3876.96   (feet)  ADJUSTED  
 NP0094  ___________________________________________________________________
 NP0094  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 NP0094  DYNAMIC HT  -        1181.023 (meters)    3874.74  (feet)  COMP
 NP0094  MODELED GRAV-     980,008.6   (mgal)                       NAVD 88
 NP0094
 NP0094  VERT ORDER  -  SECOND    CLASS 0
 NP0094
 NP0094.The horizontal coordinates were scaled from a topographic map and have
 NP0094.an estimated accuracy of +/- 6 seconds.
 NP0094
 NP0094.The orthometric height was determined by differential leveling
 NP0094.and adjusted by the National Geodetic Survey in June 1991..
 NP0094
 NP0094.The geoid height was determined by GEOID03.
 NP0094
 NP0094.The dynamic height is computed by dividing the NAVD 88
 NP0094.geopotential number by the normal gravity value computed on the
 NP0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0094.degrees latitude (g = 980.6199 gals.).
 NP0094
 NP0094.The modeled gravity was interpolated from observed gravity values.
 NP0094
 NP0094;                    North         East    Units  Estimated Accuracy
 NP0094;SPC NE       -   250,370.      295,120.      MT  (+/- 180 meters Scaled)
 NP0094
 NP0094                          SUPERSEDED SURVEY CONTROL
 NP0094
 NP0094  NGVD 29 (??/??/92) 1181.145  (m)         3875.14   (f) ADJ UNCH    2 0
 NP0094
 NP0094.Superseded values are not recommended for survey control.
 NP0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0094.See file dsdata.txt to determine how the superseded data were derived.
 NP0094
 NP0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG088597(NAD 83)
 NP0094_MARKER: DB = BENCH MARK DISK
 NP0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0094_STAMPING: M 61 1934 RESET 1940
 NP0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0094+STABILITY: SURFACE MOTION
 NP0094
 NP0094  HISTORY     - Date     Condition        Report By
 NP0094  HISTORY     - 1940     MONUMENTED       CBQRR
 NP0094
 NP0094                          STATION DESCRIPTION
 NP0094
 NP0094'DESCRIBED BY BURLINGTON RAILROAD 1940
 NP0094'2.8 MI W FROM LAKE SIDE.
 NP0094'2.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0094'FROM THE STATION AT LAKE SIDE, SHERIDAN COUNTY, 62 FEET NORTHEAST
 NP0094'OF THE ELEVENTH POLE EAST OF MILEPOST 345, AT A LONG FLAT
 NP0094'STRETCH OF LAND, 80 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 NP0094'2, 60 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3.0 FEET
 NP0094'WEST OF A 4- BY 4-INCH WHITE POST PROJECTING 1.8 FEET ABOVE
 NP0094'GROUND.  A STANDARD DISK, STAMPED M 61 1934 RESET 1940 AND SET
 NP0094'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 NP0094'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0181 ***********************************************************************
 MM0181  DESIGNATION -  M 63
 MM0181  PID         -  MM0181
 MM0181  STATE/COUNTY-  NE/THOMAS
 MM0181  USGS QUAD   -  NORWAY (1986)
 MM0181
 MM0181                         *CURRENT SURVEY CONTROL
 MM0181  ___________________________________________________________________
 MM0181* NAD 83(1986)-  41 58 32.     (N)    100 38 26.     (W)     SCALED    
 MM0181* NAVD 88     -       879.816  (meters)    2886.53   (feet)  ADJUSTED  
 MM0181  ___________________________________________________________________
 MM0181  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 MM0181  DYNAMIC HT  -         879.355 (meters)    2885.02  (feet)  COMP
 MM0181  MODELED GRAV-     980,068.5   (mgal)                       NAVD 88
 MM0181
 MM0181  VERT ORDER  -  SECOND    CLASS 0
 MM0181
 MM0181.The horizontal coordinates were scaled from a topographic map and have
 MM0181.an estimated accuracy of +/- 6 seconds.
 MM0181
 MM0181.The orthometric height was determined by differential leveling
 MM0181.and adjusted by the National Geodetic Survey in June 1991..
 MM0181
 MM0181.The geoid height was determined by GEOID03.
 MM0181
 MM0181.The dynamic height is computed by dividing the NAVD 88
 MM0181.geopotential number by the normal gravity value computed on the
 MM0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0181.degrees latitude (g = 980.6199 gals.).
 MM0181
 MM0181.The modeled gravity was interpolated from observed gravity values.
 MM0181
 MM0181;                    North         East    Units  Estimated Accuracy
 MM0181;SPC NE       -   238,040.      446,930.      MT  (+/- 180 meters Scaled)
 MM0181
 MM0181                          SUPERSEDED SURVEY CONTROL
 MM0181
 MM0181  NGVD 29 (??/??/92)  879.491  (m)         2885.46   (f) ADJ UNCH    2 0
 MM0181
 MM0181.Superseded values are not recommended for survey control.
 MM0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0181.See file dsdata.txt to determine how the superseded data were derived.
 MM0181
 MM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM640483(NAD 83)
 MM0181_MARKER: DB = BENCH MARK DISK
 MM0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0181_STAMPING: M 63 1934
 MM0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0181+STABILITY: SURFACE MOTION
 MM0181
 MM0181  HISTORY     - Date     Condition        Report By
 MM0181  HISTORY     - 1934     MONUMENTED       CGS
 MM0181  HISTORY     - 19850621 MARK NOT FOUND   USPSQD
 MM0181
 MM0181                          STATION DESCRIPTION
 MM0181
 MM0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0181'3.5 MI W FROM THEDFORD.
 MM0181'3.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MM0181'FROM THE STATION AT THEDFORD, THOMAS COUNTY, 7 RAILS WEST OF
 MM0181'MILEPOST 246, 63 FEET NORTHWEST OF THE CENTER OF A ROAD
 MM0181'CROSSING, 37.0 FEET NORTH OF THE NORTH RAIL, 29.5 FEET NORTHWEST
 MM0181'OF A CROSSING SIGN, AND 13.0 FEET SOUTH OF THE RIGHT-OF-WAY
 MM0181'FENCE.  A STANDARD DISK, STAMPED W 63 1934 AND SET IN THE
 MM0181'TOP OF A CONCRETE POST.
 MM0181
 MM0181                          STATION RECOVERY (1985)
 MM0181
 MM0181'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 MM0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0160 ***********************************************************************
 MM0160  DESIGNATION -  M 64
 MM0160  PID         -  MM0160
 MM0160  STATE/COUNTY-  NE/THOMAS
 MM0160  USGS QUAD   -  THEDFORD (1986)
 MM0160
 MM0160                         *CURRENT SURVEY CONTROL
 MM0160  ___________________________________________________________________
 MM0160* NAD 83(1986)-  41 57 25.     (N)    100 33 40.     (W)     SCALED    
 MM0160* NAVD 88     -       887.574  (meters)    2911.98   (feet)  ADJUSTED  
 MM0160  ___________________________________________________________________
 MM0160  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 MM0160  DYNAMIC HT  -         887.116 (meters)    2910.48  (feet)  COMP
 MM0160  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 MM0160
 MM0160  VERT ORDER  -  SECOND    CLASS 0
 MM0160
 MM0160.The horizontal coordinates were scaled from a topographic map and have
 MM0160.an estimated accuracy of +/- 6 seconds.
 MM0160
 MM0160.The orthometric height was determined by differential leveling
 MM0160.and adjusted by the National Geodetic Survey in June 1991..
 MM0160
 MM0160.The geoid height was determined by GEOID03.
 MM0160
 MM0160.The dynamic height is computed by dividing the NAVD 88
 MM0160.geopotential number by the normal gravity value computed on the
 MM0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0160.degrees latitude (g = 980.6199 gals.).
 MM0160
 MM0160.The modeled gravity was interpolated from observed gravity values.
 MM0160
 MM0160;                    North         East    Units  Estimated Accuracy
 MM0160;SPC NE       -   235,930.      453,500.      MT  (+/- 180 meters Scaled)
 MM0160
 MM0160                          SUPERSEDED SURVEY CONTROL
 MM0160
 MM0160  NGVD 29 (??/??/92)  887.260  (m)         2910.95   (f) ADJ UNCH    2 0
 MM0160
 MM0160.Superseded values are not recommended for survey control.
 MM0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0160.See file dsdata.txt to determine how the superseded data were derived.
 MM0160
 MM0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM706461(NAD 83)
 MM0160_MARKER: DD = SURVEY DISK
 MM0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0160_SP_SET: CONCRETE POST
 MM0160_STAMPING: M 64 1934
 MM0160_MARK LOGO: CGS   
 MM0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0160+STABILITY: SURFACE MOTION
 MM0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0160+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1988
 MM0160
 MM0160  HISTORY     - Date     Condition        Report By
 MM0160  HISTORY     - 1934     MONUMENTED       CGS
 MM0160  HISTORY     - 1972     GOOD             LOCSUR
 MM0160  HISTORY     - 19880526 GOOD             NGS
 MM0160
 MM0160                          STATION DESCRIPTION
 MM0160
 MM0160'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 MM0160'1.6 MI S FROM THEDFORD.
 MM0160'1.6 MI. SOUTH ALONG STATE HIGHWAY 83 FROM THE CHICAGO, BURLINGTON,
 MM0160'AND QUINCY RAILROAD (BURLINGTON NORTHERN) AT THEDFORD, THOMAS
 MM0160'COUNTY, ABOUT 56 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MM0160'NEAR A SMALL CLUMP OF EVERGREEN TREES, ABOUT 4 FEET SOUTH OF AN
 MM0160'EAST-WEST FENCE, ABOUT 711 FEET WEST OF STATION 1799+31 OF THE
 MM0160'PROPOSED NEW LOCATION OF HIGHWAY 83 AND PROTRUDING 2.8 FEET
 MM0160'ABOVE THE GROUND.  NOTE-- BUT PROTRUDES 2.8 FEET ABOVE THE
 MM0160'GROUND.
 MM0160
 MM0160                          STATION RECOVERY (1988)
 MM0160
 MM0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MM0160'RECOVERED IN GOOD CONDITION, 1.45 KM (0.90 MI) SOUTH ALONG U.S.
 MM0160'HIGHWAY 83, FROM THE JUNCTION WITH STATE HIGHWAY 2, AT THEDFORD, THEN
 MM0160'RIGHT AND IMMEDIATELY LEFT AND CONTINUE SOUTH ALONG AN OLD ALIGNMENT
 MM0160'OF THE HIGHWAY FOR 1.13 KM (0.70 MI) TO THE MARK ON THE RIGHT, ABOUT
 MM0160'216.7 M (711.0 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, AT
 MM0160'HIGHWAY STATION 1799+31, 171 M (561.0 FT) WEST FROM THE CENTERLINE OF
 MM0160'THE OLD ALIGNMENT, 1.22 M (4.0 FT) SOUTH FROM AN EAST/WEST FENCE, IN
 MM0160'THE NW CORNER SEC22, T23N, R28W AND PROJECTS 0.55 M (1.8 FT)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0465 ***********************************************************************
 NN0465  DESIGNATION -  M 67
 NN0465  PID         -  NN0465
 NN0465  STATE/COUNTY-  NE/BROWN
 NN0465  USGS QUAD   -  GOLDMAN LAKE NE (1982)
 NN0465
 NN0465                         *CURRENT SURVEY CONTROL
 NN0465  ___________________________________________________________________
 NN0465* NAD 83(1986)-  42 11 14.     (N)    099 50 15.     (W)     SCALED    
 NN0465* NAVD 88     -       777.134  (meters)    2549.65   (feet)  ADJUSTED  
 NN0465  ___________________________________________________________________
 NN0465  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 NN0465  DYNAMIC HT  -         776.773 (meters)    2548.46  (feet)  COMP
 NN0465  MODELED GRAV-     980,130.8   (mgal)                       NAVD 88
 NN0465
 NN0465  VERT ORDER  -  SECOND    CLASS 0
 NN0465
 NN0465.The horizontal coordinates were scaled from a topographic map and have
 NN0465.an estimated accuracy of +/- 6 seconds.
 NN0465
 NN0465.The orthometric height was determined by differential leveling
 NN0465.and adjusted by the National Geodetic Survey in June 1991..
 NN0465
 NN0465.The geoid height was determined by GEOID03.
 NN0465
 NN0465.The dynamic height is computed by dividing the NAVD 88
 NN0465.geopotential number by the normal gravity value computed on the
 NN0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0465.degrees latitude (g = 980.6199 gals.).
 NN0465
 NN0465.The modeled gravity was interpolated from observed gravity values.
 NN0465
 NN0465;                    North         East    Units  Estimated Accuracy
 NN0465;SPC NE       -   261,360.      513,420.      MT  (+/- 180 meters Scaled)
 NN0465
 NN0465                          SUPERSEDED SURVEY CONTROL
 NN0465
 NN0465  NGVD 29 (??/??/92)  776.837  (m)         2548.67   (f) ADJ UNCH    2 0
 NN0465
 NN0465.Superseded values are not recommended for survey control.
 NN0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0465.See file dsdata.txt to determine how the superseded data were derived.
 NN0465
 NN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM308709(NAD 83)
 NN0465_MARKER: DB = BENCH MARK DISK
 NN0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0465_STAMPING: M 67 1935
 NN0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0465+STABILITY: SURFACE MOTION
 NN0465
 NN0465  HISTORY     - Date     Condition        Report By
 NN0465  HISTORY     - 1935     MONUMENTED       CGS
 NN0465  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0465
 NN0465                          STATION DESCRIPTION
 NN0465
 NN0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0465'25.3 MI S FROM AINSWORTH.
 NN0465'ABOUT 25.3 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0465'COURTHOUSE AT AINSWORTH, BROWN COUNTY, ABOUT 0.5 MILE SOUTH OF
 NN0465'A BRIDGE OVER A RIVER, AT THE NORTHEAST EDGE OF A GROUP OF PINE
 NN0465'TREES, 15 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 5 FEET
 NN0465'WEST OF A CORNER POST.  A STANDARD DISK, STAMPED M 67 1935 AND
 NN0465'SET IN THE TOP OF A CONCRETE POST.
 NN0465
 NN0465                          STATION RECOVERY (1975)
 NN0465
 NN0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0107 ***********************************************************************
 MM0107  DESIGNATION -  M 7
 MM0107  PID         -  MM0107
 MM0107  STATE/COUNTY-  NE/LINCOLN
 MM0107  USGS QUAD   -  HERSHEY EAST (1970)
 MM0107
 MM0107                         *CURRENT SURVEY CONTROL
 MM0107  ___________________________________________________________________
 MM0107* NAD 83(1986)-  41 09 13.     (N)    100 53 14.     (W)     SCALED    
 MM0107* NAVD 88     -       869.685  (meters)    2853.29   (feet)  ADJUSTED  
 MM0107  ___________________________________________________________________
 MM0107  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 MM0107  DYNAMIC HT  -         869.167 (meters)    2851.59  (feet)  COMP
 MM0107  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 MM0107
 MM0107  VERT ORDER  -  FIRST     CLASS II
 MM0107
 MM0107.The horizontal coordinates were scaled from a topographic map and have
 MM0107.an estimated accuracy of +/- 6 seconds.
 MM0107
 MM0107.The orthometric height was determined by differential leveling
 MM0107.and adjusted by the National Geodetic Survey in June 1991..
 MM0107
 MM0107.The geoid height was determined by GEOID03.
 MM0107
 MM0107.The dynamic height is computed by dividing the NAVD 88
 MM0107.geopotential number by the normal gravity value computed on the
 MM0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0107.degrees latitude (g = 980.6199 gals.).
 MM0107
 MM0107.The modeled gravity was interpolated from observed gravity values.
 MM0107
 MM0107;                    North         East    Units  Estimated Accuracy
 MM0107;SPC NE       -   146,970.      425,550.      MT  (+/- 180 meters Scaled)
 MM0107
 MM0107                          SUPERSEDED SURVEY CONTROL
 MM0107
 MM0107  NGVD 29 (02/14/92)  869.310  (m)         2852.06   (f) ADJUSTED    1 2
 MM0107
 MM0107.Superseded values are not recommended for survey control.
 MM0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0107.See file dsdata.txt to determine how the superseded data were derived.
 MM0107
 MM0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL416575(NAD 83)
 MM0107_MARKER: DB = BENCH MARK DISK
 MM0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0107_SP_SET: CONCRETE POST
 MM0107_STAMPING: M 7 1933 2852.101
 MM0107_MARK LOGO: CGS   
 MM0107_PROJECTION: RECESSED 22 CENTIMETERS
 MM0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0107+STABILITY: SURFACE MOTION
 MM0107
 MM0107  HISTORY     - Date     Condition        Report By
 MM0107  HISTORY     - 1933     MONUMENTED       CGS
 MM0107  HISTORY     - 1934     GOOD             NGS
 MM0107  HISTORY     - 1986     GOOD             NGS
 MM0107
 MM0107                          STATION DESCRIPTION
 MM0107
 MM0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0107'6.8 MI W FROM NORTH PLATTE.
 MM0107'ABOUT 6.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0107'NORTH PLATTE, LINCOLN COUNTY, ABOUT 0.5 MILE WEST OF THE STATION
 MM0107'AT BIRDWOOD, ABOUT 8 POLES EAST OF MILEPOST 291, ABOUT 100 YARDS
 MM0107'WEST OF AN IRRIGATION CANAL, AT A COUNTY-ROAD CROSSING, 42 FEET
 MM0107'WEST OF THE CENTER LINE OF THE ROAD, 66.6 FEET SOUTH OF THE
 MM0107'SOUTH RAIL OF THE SOUTH MAIN TRACK, 9.2 FEET WEST OF THE WEST
 MM0107'FENCE OF THE ROAD, AND 5 FEET NORTH OF THE SOUTH RAILROAD
 MM0107'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 2852.101 M 7 1933
 MM0107'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH
 MM0107'ABOVE GROUND.
 MM0107
 MM0107                          STATION RECOVERY (1934)
 MM0107
 MM0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MM0107'RECOVERED IN GOOD CONDITION.
 MM0107
 MM0107                          STATION RECOVERY (1986)
 MM0107
 MM0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0107'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.26 KM (5.78
 MM0107'MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE ROUTE 56 C IN
 MM0107'HERSHEY, THENCE 1.0 KM (0.62 MI) SOUTH ALONG A PAVED ROAD, AT THE
 MM0107'CROSSING OF THE UNION PACIFIC RAILROAD, 13.1 METERS (43 FT) WEST OF
 MM0107'THE CENTER OF AN ASPHALT ROAD, 5.0 METERS (16.3 FT) EAST-SOUTHEAST OF
 MM0107'THE NORTH 1 OF 2 POWER LINE BRACE POLES, 1.5 METERS (5 FT) NORTH OF A
 MM0107'FENCE AND 1.5 METERS (5 FT) WEST OF A FENCE.
 MM0107'THE MARK IS 0.46 METERS  NW FROM  A WITNESS POST
 MM0107'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0013 ***********************************************************************
 ML0013  DESIGNATION -  M 70
 ML0013  PID         -  ML0013
 ML0013  STATE/COUNTY-  NE/WHEELER
 ML0013  USGS QUAD   -  MIGNERY RANCH (1985)
 ML0013
 ML0013                         *CURRENT SURVEY CONTROL
 ML0013  ___________________________________________________________________
 ML0013* NAD 83(1986)-  41 59 15.     (N)    098 23 35.     (W)     SCALED    
 ML0013* NAVD 88     -       610.791  (meters)    2003.90   (feet)  ADJUSTED  
 ML0013  ___________________________________________________________________
 ML0013  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 ML0013  DYNAMIC HT  -         610.529 (meters)    2003.04  (feet)  COMP
 ML0013  MODELED GRAV-     980,173.4   (mgal)                       NAVD 88
 ML0013
 ML0013  VERT ORDER  -  SECOND    CLASS 0
 ML0013
 ML0013.The horizontal coordinates were scaled from a topographic map and have
 ML0013.an estimated accuracy of +/- 6 seconds.
 ML0013
 ML0013.The orthometric height was determined by differential leveling
 ML0013.and adjusted by the National Geodetic Survey in June 1991..
 ML0013
 ML0013.The geoid height was determined by GEOID03.
 ML0013
 ML0013.The dynamic height is computed by dividing the NAVD 88
 ML0013.geopotential number by the normal gravity value computed on the
 ML0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0013.degrees latitude (g = 980.6199 gals.).
 ML0013
 ML0013.The modeled gravity was interpolated from observed gravity values.
 ML0013
 ML0013;                    North         East    Units  Estimated Accuracy
 ML0013;SPC NE       -   240,410.      633,110.      MT  (+/- 180 meters Scaled)
 ML0013
 ML0013                          SUPERSEDED SURVEY CONTROL
 ML0013
 ML0013  NGVD 29 (??/??/92)  610.561  (m)         2003.15   (f) ADJ UNCH    2 0
 ML0013
 ML0013.Superseded values are not recommended for survey control.
 ML0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0013.See file dsdata.txt to determine how the superseded data were derived.
 ML0013
 ML0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM502485(NAD 83)
 ML0013_MARKER: DB = BENCH MARK DISK
 ML0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0013_STAMPING: M-70 1935
 ML0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0013+STABILITY: SURFACE MOTION
 ML0013
 ML0013  HISTORY     - Date     Condition        Report By
 ML0013  HISTORY     - 1935     MONUMENTED       CGS
 ML0013  HISTORY     - 1938     GOOD             NGS
 ML0013
 ML0013                          STATION DESCRIPTION
 ML0013
 ML0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0013'5.6 MI W FROM PARK CENTER.
 ML0013'5.6 MILES WEST OF PARK CENTER HIGH SCHOOL, ALONG STATE HIGHWAY
 ML0013'NO. 53 BETWEEN PARK CENTER AND U.S. HIGHWAY NO. 281, 45.5 FEET
 ML0013'NORTH OF THE CENTER OF THE HIGHWAY, 30 FEET WEST OF A SIDE ROAD
 ML0013'APPROACH, 2.0 FEET BELOW THE LEVEL OF THE HIGHWAY, 1.5 FEET
 ML0013'NORTH OF THE RIGHT OF WAY FENCE LINE, 1.0 FOOT EAST OF A
 ML0013'NORTH-SOUTH FENCE.  A STANDARD DISK SET HORIZONTAL IN A PRECAST
 ML0013'CONCRETE POST.  NOTE-- THIS MARK WAS COVERED WITH THREE INCHES
 ML0013'OF SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0608 ***********************************************************************
 ML0608  DESIGNATION -  M 71
 ML0608  PID         -  ML0608
 ML0608  STATE/COUNTY-  NE/GARFIELD
 ML0608  USGS QUAD   -  BURWELL (1952)
 ML0608
 ML0608                         *CURRENT SURVEY CONTROL
 ML0608  ___________________________________________________________________
 ML0608* NAD 83(1986)-  41 46 52.     (N)    099 08 06.     (W)     SCALED    
 ML0608* NAVD 88     -       662.627  (meters)    2173.97   (feet)  ADJUSTED  
 ML0608  ___________________________________________________________________
 ML0608  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ML0608  DYNAMIC HT  -         662.307 (meters)    2172.92  (feet)  COMP
 ML0608  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 ML0608
 ML0608  VERT ORDER  -  SECOND    CLASS 0
 ML0608
 ML0608.The horizontal coordinates were scaled from a topographic map and have
 ML0608.an estimated accuracy of +/- 6 seconds.
 ML0608
 ML0608.The orthometric height was determined by differential leveling
 ML0608.and adjusted by the National Geodetic Survey in June 1991..
 ML0608
 ML0608.The geoid height was determined by GEOID03.
 ML0608
 ML0608.The dynamic height is computed by dividing the NAVD 88
 ML0608.geopotential number by the normal gravity value computed on the
 ML0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0608.degrees latitude (g = 980.6199 gals.).
 ML0608
 ML0608.The modeled gravity was interpolated from observed gravity values.
 ML0608
 ML0608;                    North         East    Units  Estimated Accuracy
 ML0608;SPC NE       -   216,610.      571,890.      MT  (+/- 180 meters Scaled)
 ML0608
 ML0608                          SUPERSEDED SURVEY CONTROL
 ML0608
 ML0608  NGVD 29 (??/??/92)  662.362  (m)         2173.10   (f) ADJ UNCH    2 0
 ML0608
 ML0608.Superseded values are not recommended for survey control.
 ML0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0608.See file dsdata.txt to determine how the superseded data were derived.
 ML0608
 ML0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM887254(NAD 83)
 ML0608_MARKER: DB = BENCH MARK DISK
 ML0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0608_STAMPING: M-71 1935
 ML0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0608+STABILITY: SURFACE MOTION
 ML0608
 ML0608  HISTORY     - Date     Condition        Report By
 ML0608  HISTORY     - 1935     MONUMENTED       CGS
 ML0608  HISTORY     - 1938     GOOD             NGS
 ML0608
 ML0608                          STATION DESCRIPTION
 ML0608
 ML0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0608'AT BURWELL.
 ML0608'AT THE GARFIELD COUNTY COURTHOUSE IN BURWELL, AT THE CORNER OF
 ML0608'WASHINGTON AND WEBSTER STREETS, 100 FEET SOUTH OF THE CENTER
 ML0608'OF WASHINGTON STREET, 51.8 FEET EAST OF THE CENTER OF WEBSTER
 ML0608'STREET, 27.9 FEET WEST OF THE SOUTHWEST CORNER OF THE COURTHOUSE,
 ML0608'21 FEET SOUTH OF THE SOUTH SIDE OF THE SIDEWALK LEADING TO THE
 ML0608'COURTHOUSE ENTRANCE.  A STANDARD DISK SET HORIZONTAL IN A
 ML0608'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0878 ***********************************************************************
 ML0878  DESIGNATION -  M 72
 ML0878  PID         -  ML0878
 ML0878  STATE/COUNTY-  NE/BLAINE
 ML0878  USGS QUAD   -  BREWSTER (1978)
 ML0878
 ML0878                         *CURRENT SURVEY CONTROL
 ML0878  ___________________________________________________________________
 ML0878* NAD 83(1986)-  41 55 42.     (N)    099 49 41.     (W)     SCALED    
 ML0878* NAVD 88     -       756.847  (meters)    2483.09   (feet)  ADJUSTED  
 ML0878  ___________________________________________________________________
 ML0878  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 ML0878  DYNAMIC HT  -         756.482 (meters)    2481.89  (feet)  COMP
 ML0878  MODELED GRAV-     980,114.9   (mgal)                       NAVD 88
 ML0878
 ML0878  VERT ORDER  -  SECOND    CLASS 0
 ML0878
 ML0878.The horizontal coordinates were scaled from a topographic map and have
 ML0878.an estimated accuracy of +/- 6 seconds.
 ML0878
 ML0878.The orthometric height was determined by differential leveling
 ML0878.and adjusted by the National Geodetic Survey in June 1991..
 ML0878
 ML0878.The geoid height was determined by GEOID03.
 ML0878
 ML0878.The dynamic height is computed by dividing the NAVD 88
 ML0878.geopotential number by the normal gravity value computed on the
 ML0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0878.degrees latitude (g = 980.6199 gals.).
 ML0878
 ML0878.The modeled gravity was interpolated from observed gravity values.
 ML0878
 ML0878;                    North         East    Units  Estimated Accuracy
 ML0878;SPC NE       -   232,610.      514,260.      MT  (+/- 180 meters Scaled)
 ML0878
 ML0878                          SUPERSEDED SURVEY CONTROL
 ML0878
 ML0878  NGVD 29 (??/??/92)  756.562  (m)         2482.15   (f) ADJ UNCH    2 0
 ML0878
 ML0878.Superseded values are not recommended for survey control.
 ML0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0878.See file dsdata.txt to determine how the superseded data were derived.
 ML0878
 ML0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM313421(NAD 83)
 ML0878_MARKER: DB = BENCH MARK DISK
 ML0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0878_STAMPING: M-72 1935
 ML0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0878+STABILITY: SURFACE MOTION
 ML0878
 ML0878  HISTORY     - Date     Condition        Report By
 ML0878  HISTORY     - 1935     MONUMENTED       CGS
 ML0878  HISTORY     - 1949     GOOD             USGS
 ML0878
 ML0878                          STATION DESCRIPTION
 ML0878
 ML0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0878'2.2 MI E FROM BREWSTER.
 ML0878'2.25 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG ROAD HIGHWAY
 ML0878'53 BETWEEN BREWSTER AND TAYLOR, 87 FEET EAST OF THE EAST ONE OF
 ML0878'TWO TREES STANDING BY THEMSELVES, 33 FEET SOUTH OF THE CENTER
 ML0878'LINE OF THE ROAD, NEAR THE WEST END OF 1/4 MILE LINE OF COTTONWOOD
 ML0878'TREES.
 ML0878
 ML0878                          STATION RECOVERY (1949)
 ML0878
 ML0878'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 ML0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0024 ***********************************************************************
 MN0024  DESIGNATION -  M 74
 MN0024  PID         -  MN0024
 MN0024  STATE/COUNTY-  NE/GARDEN
 MN0024  USGS QUAD   -  BLACK LAKE (1986)
 MN0024
 MN0024                         *CURRENT SURVEY CONTROL
 MN0024  ___________________________________________________________________
 MN0024* NAD 83(1986)-  41 59 16.     (N)    102 18 03.     (W)     SCALED    
 MN0024* NAVD 88     -      1190.100  (meters)    3904.52   (feet)  ADJUSTED  
 MN0024  ___________________________________________________________________
 MN0024  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 MN0024  DYNAMIC HT  -        1189.399 (meters)    3902.22  (feet)  COMP
 MN0024  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 MN0024
 MN0024  VERT ORDER  -  SECOND    CLASS 0
 MN0024
 MN0024.The horizontal coordinates were scaled from a topographic map and have
 MN0024.an estimated accuracy of +/- 6 seconds.
 MN0024
 MN0024.The orthometric height was determined by differential leveling
 MN0024.and adjusted by the National Geodetic Survey in June 1991..
 MN0024
 MN0024.The geoid height was determined by GEOID03.
 MN0024
 MN0024.The dynamic height is computed by dividing the NAVD 88
 MN0024.geopotential number by the normal gravity value computed on the
 MN0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0024.degrees latitude (g = 980.6199 gals.).
 MN0024
 MN0024.The modeled gravity was interpolated from observed gravity values.
 MN0024
 MN0024;                    North         East    Units  Estimated Accuracy
 MN0024;SPC NE       -   241,740.      309,420.      MT  (+/- 180 meters Scaled)
 MN0024
 MN0024                          SUPERSEDED SURVEY CONTROL
 MN0024
 MN0024  NGVD 29 (??/??/92) 1189.534  (m)         3902.66   (f) ADJ UNCH    2 0
 MN0024
 MN0024.Superseded values are not recommended for survey control.
 MN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0024.See file dsdata.txt to determine how the superseded data were derived.
 MN0024
 MN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG235519(NAD 83)
 MN0024_MARKER: DB = BENCH MARK DISK
 MN0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0024_STAMPING: M 74 1934
 MN0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0024+STABILITY: SURFACE MOTION
 MN0024
 MN0024  HISTORY     - Date     Condition        Report By
 MN0024  HISTORY     - 1934     MONUMENTED       CGS
 MN0024  HISTORY     - 1938     GOOD             NGS
 MN0024
 MN0024                          STATION DESCRIPTION
 MN0024
 MN0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0024'5.9 MI S FROM ELLSWORTH.
 MN0024'IN GARDEN COUNTY, 5.9 MILES SOUTH ALONG STATE HIGHWAY 27 AND THE
 MN0024'MUMPER ROAD FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0024'STATION AT ELLSWORTH, SHERIDAN COUNTY, AT THE ELMER KOCH RANCH,
 MN0024'20 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 22 FEET
 MN0024'EAST OF THE EAST EDGE OF A CONCRETE WALK, 4 FEET WEST OF A
 MN0024'FENCE CORNER, AND 1 FOOT SOUTH OF THE EAST-AND-WEST FENCE.  A
 MN0024'STANDARD DISK, STAMPED M 74 1934 AND SET IN THE TOP OF A CONCRETE
 MN0024'POST.
 MN0024
 MN0024                          STATION RECOVERY (1938)
 MN0024
 MN0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MN0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0059 ***********************************************************************
 NP0059  DESIGNATION -  M 75
 NP0059  PID         -  NP0059
 NP0059  STATE/COUNTY-  NE/SHERIDAN
 NP0059  USGS QUAD   -  BOVEE VALLEY WEST (1969)
 NP0059
 NP0059                         *CURRENT SURVEY CONTROL
 NP0059  ___________________________________________________________________
 NP0059* NAD 83(1986)-  42 31 46.     (N)    102 09 41.     (W)     SCALED    
 NP0059* NAVD 88     -      1158.475  (meters)    3800.76   (feet)  ADJUSTED  
 NP0059  ___________________________________________________________________
 NP0059  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 NP0059  DYNAMIC HT  -        1157.880 (meters)    3798.81  (feet)  COMP
 NP0059  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 NP0059
 NP0059  VERT ORDER  -  SECOND    CLASS 0
 NP0059
 NP0059.The horizontal coordinates were scaled from a topographic map and have
 NP0059.an estimated accuracy of +/- 6 seconds.
 NP0059
 NP0059.The orthometric height was determined by differential leveling
 NP0059.and adjusted by the National Geodetic Survey in June 1991..
 NP0059
 NP0059.The geoid height was determined by GEOID03.
 NP0059
 NP0059.The dynamic height is computed by dividing the NAVD 88
 NP0059.geopotential number by the normal gravity value computed on the
 NP0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0059.degrees latitude (g = 980.6199 gals.).
 NP0059
 NP0059.The modeled gravity was interpolated from observed gravity values.
 NP0059
 NP0059;                    North         East    Units  Estimated Accuracy
 NP0059;SPC NE       -   301,570.      322,470.      MT  (+/- 180 meters Scaled)
 NP0059
 NP0059                          SUPERSEDED SURVEY CONTROL
 NP0059
 NP0059  NGVD 29 (??/??/92) 1157.960  (m)         3799.07   (f) ADJ UNCH    2 0
 NP0059
 NP0059.Superseded values are not recommended for survey control.
 NP0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0059.See file dsdata.txt to determine how the superseded data were derived.
 NP0059
 NP0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH331124(NAD 83)
 NP0059_MARKER: DB = BENCH MARK DISK
 NP0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0059_STAMPING: M 75 1934
 NP0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0059+STABILITY: SURFACE MOTION
 NP0059
 NP0059  HISTORY     - Date     Condition        Report By
 NP0059  HISTORY     - 1934     MONUMENTED       CGS
 NP0059  HISTORY     - 1969     MARK NOT FOUND   USGS
 NP0059
 NP0059                          STATION DESCRIPTION
 NP0059
 NP0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0059'21.9 MI S FROM GORDON.
 NP0059'14.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0059'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, THENCE
 NP0059'7.0 MILES SOUTH ALONG THE ELLSWORTH ROAD, 0.3 MILE NORTHEAST OF
 NP0059'THE JUNCTION OF A ROAD LEADING NORTH TO THE MODISETT RANCH,
 NP0059'140 FEET WEST OF THE FENCE CORNER, 24 FEET SOUTHEAST OF THE CENTER
 NP0059'OF AN AUTO GATE, 14 FEET EAST OF THE ROAD, AND 14 FEET SOUTH
 NP0059'OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED M 75 1934
 NP0059'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROD HAS BEEN
 NP0059'RECONSTRUCTED.
 NP0059
 NP0059                          STATION RECOVERY (1969)
 NP0059
 NP0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0577 ***********************************************************************
 MK0577  DESIGNATION -  M 77
 MK0577  PID         -  MK0577
 MK0577  STATE/COUNTY-  NE/DOUGLAS
 MK0577  USGS QUAD   -  VALLEY (1983)
 MK0577
 MK0577                         *CURRENT SURVEY CONTROL
 MK0577  ___________________________________________________________________
 MK0577* NAD 83(1986)-  41 19 13.     (N)    096 21 17.     (W)     SCALED    
 MK0577* NAVD 88     -       348.919  (meters)    1144.75   (feet)  ADJUSTED  
 MK0577  ___________________________________________________________________
 MK0577  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 MK0577  DYNAMIC HT  -         348.757 (meters)    1144.21  (feet)  COMP
 MK0577  MODELED GRAV-     980,149.3   (mgal)                       NAVD 88
 MK0577
 MK0577  VERT ORDER  -  SECOND    CLASS 0
 MK0577
 MK0577.The horizontal coordinates were scaled from a topographic map and have
 MK0577.an estimated accuracy of +/- 6 seconds.
 MK0577
 MK0577.The orthometric height was determined by differential leveling
 MK0577.and adjusted by the National Geodetic Survey in June 1991..
 MK0577
 MK0577.The geoid height was determined by GEOID03.
 MK0577
 MK0577.The dynamic height is computed by dividing the NAVD 88
 MK0577.geopotential number by the normal gravity value computed on the
 MK0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0577.degrees latitude (g = 980.6199 gals.).
 MK0577
 MK0577.The modeled gravity was interpolated from observed gravity values.
 MK0577
 MK0577;                    North         East    Units  Estimated Accuracy
 MK0577;SPC NE       -   171,520.      805,010.      MT  (+/- 180 meters Scaled)
 MK0577
 MK0577                          SUPERSEDED SURVEY CONTROL
 MK0577
 MK0577  NGVD 29 (??/??/92)  348.782  (m)         1144.30   (f) ADJ UNCH    2 0
 MK0577
 MK0577.Superseded values are not recommended for survey control.
 MK0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0577.See file dsdata.txt to determine how the superseded data were derived.
 MK0577
 MK0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL214776(NAD 83)
 MK0577_MARKER: DB = BENCH MARK DISK
 MK0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0577_SP_SET: CONCRETE BASE
 MK0577_STAMPING: M 77 1934
 MK0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0577
 MK0577  HISTORY     - Date     Condition        Report By
 MK0577  HISTORY     - 1934     MONUMENTED       CGS
 MK0577  HISTORY     - 1947     GOOD             NGS
 MK0577  HISTORY     - 1976     GOOD             LOCSUR
 MK0577
 MK0577                          STATION DESCRIPTION
 MK0577
 MK0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0577'0.7 MI NW FROM VALLEY.
 MK0577'0.7 MILE NORTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MK0577'STATION AT VALLEY, AT THE VALLEY FEED YARDS, ABOUT 77 YARDS
 MK0577'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST MAIN TRACK, ABOUT
 MK0577'56 YARDS WEST OF THE SOUTHWEST CORNER OF THE MAIN OFFICE BUILDING
 MK0577'AT THE YARDS, SET IN THE TOP OF THE EAST CORNER OF THE NORTHEAST
 MK0577'CONCRETE BASE OF THE VALLEY FEED YARDS WATER TANK, 10 INCHES
 MK0577'ABOVE THE GROUND.
 MK0577
 MK0577                          STATION RECOVERY (1976)
 MK0577
 MK0577'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0690 ***********************************************************************
 MK0690  DESIGNATION -  M 79
 MK0690  PID         -  MK0690
 MK0690  STATE/COUNTY-  NE/SARPY
 MK0690  USGS QUAD   -  ASHLAND EAST (1983)
 MK0690
 MK0690                         *CURRENT SURVEY CONTROL
 MK0690  ___________________________________________________________________
 MK0690* NAD 83(1986)-  41 07 03.     (N)    096 16 21.     (W)     SCALED    
 MK0690* NAVD 88     -       368.962  (meters)    1210.50   (feet)  ADJUSTED  
 MK0690  ___________________________________________________________________
 MK0690  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 MK0690  DYNAMIC HT  -         368.808 (meters)    1210.00  (feet)  COMP
 MK0690  MODELED GRAV-     980,196.8   (mgal)                       NAVD 88
 MK0690
 MK0690  VERT ORDER  -  SECOND    CLASS 0
 MK0690
 MK0690.The horizontal coordinates were scaled from a topographic map and have
 MK0690.an estimated accuracy of +/- 6 seconds.
 MK0690
 MK0690.The orthometric height was determined by differential leveling
 MK0690.and adjusted by the National Geodetic Survey in June 1991..
 MK0690
 MK0690.The geoid height was determined by GEOID03.
 MK0690
 MK0690.The dynamic height is computed by dividing the NAVD 88
 MK0690.geopotential number by the normal gravity value computed on the
 MK0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0690.degrees latitude (g = 980.6199 gals.).
 MK0690
 MK0690.The modeled gravity was interpolated from observed gravity values.
 MK0690
 MK0690;                    North         East    Units  Estimated Accuracy
 MK0690;SPC NE       -   149,320.      812,860.      MT  (+/- 180 meters Scaled)
 MK0690
 MK0690                          SUPERSEDED SURVEY CONTROL
 MK0690
 MK0690  NGVD 29 (??/??/92)  368.853  (m)         1210.15   (f) ADJ UNCH    2 0
 MK0690
 MK0690.Superseded values are not recommended for survey control.
 MK0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0690.See file dsdata.txt to determine how the superseded data were derived.
 MK0690
 MK0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL289553(NAD 83)
 MK0690_MARKER: DB = BENCH MARK DISK
 MK0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0690_STAMPING: M 79 1935
 MK0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0690+STABILITY: SURFACE MOTION
 MK0690
 MK0690  HISTORY     - Date     Condition        Report By
 MK0690  HISTORY     - 1935     MONUMENTED       CGS
 MK0690  HISTORY     - 1950     GOOD             NGS
 MK0690  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0690
 MK0690                          STATION DESCRIPTION
 MK0690
 MK0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0690'2 MI SW FROM GRETNA.
 MK0690'2.0 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0690'RAILROAD FROM THE STATION AT GRETNA, AT A ROAD CROSSING, 38
 MK0690'RAILS NORTH OF MILEPOST 40, 64 FEET NORTHEAST OF THE INTERSECTION
 MK0690'OF THE CENTER LINES OF THE ROAD AND RAILROAD, 42 FEET EAST OF THE
 MK0690'EAST RAIL, 52 FEET WEST OF THE RIGHT OF WAY FENCE, 46 FEET SOUTH
 MK0690'OF THE FIRST POLE NORTH OF THE CROSSING, 36 FEET NORTH OF THE
 MK0690'CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A WITNESS POST, 5 FEET
 MK0690'ABOVE THE RAILROAD, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MK0690'FLUSH WITH THE GROUND.
 MK0690
 MK0690                          STATION RECOVERY (1966)
 MK0690
 MK0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0224 ***********************************************************************
 MM0224  DESIGNATION -  M 8
 MM0224  PID         -  MM0224
 MM0224  STATE/COUNTY-  NE/KEITH
 MM0224  USGS QUAD   -  BRULE SE (1961)
 MM0224
 MM0224                         *CURRENT SURVEY CONTROL
 MM0224  ___________________________________________________________________
 MM0224* NAD 83(1986)-  41 06 19.     (N)    101 48 25.     (W)     SCALED    
 MM0224* NAVD 88     -       990.725  (meters)    3250.40   (feet)  ADJUSTED  
 MM0224  ___________________________________________________________________
 MM0224  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 MM0224  DYNAMIC HT  -         990.100 (meters)    3248.35  (feet)  COMP
 MM0224  MODELED GRAV-     979,959.9   (mgal)                       NAVD 88
 MM0224
 MM0224  VERT ORDER  -  FIRST     CLASS II
 MM0224
 MM0224.The horizontal coordinates were scaled from a topographic map and have
 MM0224.an estimated accuracy of +/- 6 seconds.
 MM0224
 MM0224.The orthometric height was determined by differential leveling
 MM0224.and adjusted by the National Geodetic Survey in June 1991..
 MM0224.WARNING-Repeat measurements at this control monument indicate possible
 MM0224.vertical movement.
 MM0224
 MM0224.The geoid height was determined by GEOID03.
 MM0224
 MM0224.The dynamic height is computed by dividing the NAVD 88
 MM0224.geopotential number by the normal gravity value computed on the
 MM0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0224.degrees latitude (g = 980.6199 gals.).
 MM0224
 MM0224.The modeled gravity was interpolated from observed gravity values.
 MM0224
 MM0224;                    North         East    Units  Estimated Accuracy
 MM0224;SPC NE       -   142,800.      348,270.      MT  (+/- 180 meters Scaled)
 MM0224
 MM0224                          SUPERSEDED SURVEY CONTROL
 MM0224
 MM0224  NGVD 29 (02/14/92)  990.282  (m)         3248.95   (f) ADJUSTED    1 2
 MM0224
 MM0224.Superseded values are not recommended for survey control.
 MM0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0224.See file dsdata.txt to determine how the superseded data were derived.
 MM0224
 MM0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL642542(NAD 83)
 MM0224_MARKER: DB = BENCH MARK DISK
 MM0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0224_SP_SET: CONCRETE POST
 MM0224_STAMPING: M 8 1933 3249.039
 MM0224_MARK LOGO: CGS   
 MM0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0224+STABILITY: SURFACE MOTION
 MM0224
 MM0224  HISTORY     - Date     Condition        Report By
 MM0224  HISTORY     - 1933     MONUMENTED       CGS
 MM0224  HISTORY     - 1972     GOOD             NGS
 MM0224  HISTORY     - 1986     GOOD             USPSQD
 MM0224  HISTORY     - 1986     GOOD             NGS
 MM0224  HISTORY     - 19980710 GOOD             USPSQD
 MM0224
 MM0224                          STATION DESCRIPTION
 MM0224
 MM0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0224'4.8 MI W FROM OGALLALA.
 MM0224'ABOUT 4.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0224'OGALLALA, KEITH COUNTY, ABOUT 20-1/2 POLES EAST OF MILEPOST 340,
 MM0224'AT A PRIVATE-ROAD CROSSING, 96 FEET SOUTH OF THE CENTER LINE OF
 MM0224'U.S. HIGHWAY 30, 52 FEET WEST OF THE CENTER LINE OF THE ROAD,
 MM0224'37 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 10 FEET
 MM0224'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, IN LINE WITH A ROW OF
 MM0224'POLES, AND 12 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 MM0224'3249.039 M 8 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0224'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 MM0224
 MM0224                          STATION RECOVERY (1972)
 MM0224
 MM0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0224'RECOVERED IN GOOD CONDITION.
 MM0224
 MM0224                          STATION RECOVERY (1986)
 MM0224
 MM0224'RECOVERY NOTE BY US POWER SQUADRON 1986 (DR)
 MM0224'RECOVERED IN GOOD CONDITION.
 MM0224
 MM0224                          STATION RECOVERY (1986)
 MM0224
 MM0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0224'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.7 KM (4.8
 MM0224'MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US HIGHWAY 26 AND
 MM0224'STATE HIGHWAY 61 AT OGALLALA, ALSO 7.3 KM (4.5 MI) EAST OF THE
 MM0224'JUNCTION OF STATE ROUTE 51 A IN BRULE, 0.30 METERS (1 FT) SOUTHEAST OF
 MM0224'A METAL WITNESS POST.
 MM0224
 MM0224                          STATION RECOVERY (1998)
 MM0224
 MM0224'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0992 ***********************************************************************
 MK0992  DESIGNATION -  M 81
 MK0992  PID         -  MK0992
 MK0992  STATE/COUNTY-  NE/BUTLER
 MK0992  USGS QUAD   -  LOMA (1969)
 MK0992
 MK0992                         *CURRENT SURVEY CONTROL
 MK0992  ___________________________________________________________________
 MK0992* NAD 83(1986)-  41 07 59.     (N)    096 59 42.     (W)     SCALED    
 MK0992* NAVD 88     -       504.199  (meters)    1654.19   (feet)  ADJUSTED  
 MK0992  ___________________________________________________________________
 MK0992  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 MK0992  DYNAMIC HT  -         503.945 (meters)    1653.36  (feet)  COMP
 MK0992  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 MK0992
 MK0992  VERT ORDER  -  SECOND    CLASS 0
 MK0992
 MK0992.The horizontal coordinates were scaled from a topographic map and have
 MK0992.an estimated accuracy of +/- 6 seconds.
 MK0992
 MK0992.The orthometric height was determined by differential leveling
 MK0992.and adjusted by the National Geodetic Survey in June 1991..
 MK0992
 MK0992.The geoid height was determined by GEOID03.
 MK0992
 MK0992.The dynamic height is computed by dividing the NAVD 88
 MK0992.geopotential number by the normal gravity value computed on the
 MK0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0992.degrees latitude (g = 980.6199 gals.).
 MK0992
 MK0992.The modeled gravity was interpolated from observed gravity values.
 MK0992
 MK0992;                    North         East    Units  Estimated Accuracy
 MK0992;SPC NE       -   148,690.      752,190.      MT  (+/- 180 meters Scaled)
 MK0992
 MK0992                          SUPERSEDED SURVEY CONTROL
 MK0992
 MK0992  NGVD 29 (??/??/92)  504.015  (m)         1653.59   (f) ADJ UNCH    2 0
 MK0992
 MK0992.Superseded values are not recommended for survey control.
 MK0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0992.See file dsdata.txt to determine how the superseded data were derived.
 MK0992
 MK0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL682554(NAD 83)
 MK0992_MARKER: DB = BENCH MARK DISK
 MK0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0992_STAMPING: M 81 1935
 MK0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0992+STABILITY: SURFACE MOTION
 MK0992
 MK0992  HISTORY     - Date     Condition        Report By
 MK0992  HISTORY     - 1935     MONUMENTED       CGS
 MK0992
 MK0992                          STATION DESCRIPTION
 MK0992
 MK0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0992'3.5 MI S FROM BRAINARD.
 MK0992'3.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0992'THE STATION AT BRAINARD, BUTLER COUNTY, 50 FEET SOUTHWEST OF A
 MK0992'FARMHOUSE, 69.3 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING,
 MK0992'46.7 FEET EAST OF THE EAST RAIL, AND 5.4 FEET WEST OF A FENCE.
 MK0992'A STANDARD DISK, STAMPED M 81 1935 AND SET IN THE TOP OF A
 MK0992'CONCRETE POST.  NOTE-- IT WAS REPORTED IN 1964 BY USGS THAT A
 MK0992'PORTION OF THE CHICAGO AND NORTH WESTERN RAILROAD HAS BEEN
 MK0992'ABANDONED IN THE VICINITY OF BRAINARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0924 ***********************************************************************
 MK0924  DESIGNATION -  M 82
 MK0924  PID         -  MK0924
 MK0924  STATE/COUNTY-  NE/LANCASTER
 MK0924  USGS QUAD   -  CERESCO (1969)
 MK0924
 MK0924                         *CURRENT SURVEY CONTROL
 MK0924  ___________________________________________________________________
 MK0924* NAD 83(1986)-  41 02 44.     (N)    096 38 40.     (W)     SCALED    
 MK0924* NAVD 88     -       357.484  (meters)    1172.85   (feet)  ADJUSTED  
 MK0924  ___________________________________________________________________
 MK0924  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 MK0924  DYNAMIC HT  -         357.322 (meters)    1172.31  (feet)  COMP
 MK0924  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 MK0924
 MK0924  VERT ORDER  -  SECOND    CLASS 0
 MK0924
 MK0924.The horizontal coordinates were scaled from a topographic map and have
 MK0924.an estimated accuracy of +/- 6 seconds.
 MK0924
 MK0924.The orthometric height was determined by differential leveling
 MK0924.and adjusted by the National Geodetic Survey in June 1991..
 MK0924
 MK0924.The geoid height was determined by GEOID03.
 MK0924
 MK0924.The dynamic height is computed by dividing the NAVD 88
 MK0924.geopotential number by the normal gravity value computed on the
 MK0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0924.degrees latitude (g = 980.6199 gals.).
 MK0924
 MK0924.The modeled gravity was interpolated from observed gravity values.
 MK0924
 MK0924;                    North         East    Units  Estimated Accuracy
 MK0924;SPC NE       -   140,060.      781,970.      MT  (+/- 180 meters Scaled)
 MK0924
 MK0924                          SUPERSEDED SURVEY CONTROL
 MK0924
 MK0924  NGVD 29 (??/??/92)  357.360  (m)         1172.44   (f) ADJ UNCH    2 0
 MK0924
 MK0924.Superseded values are not recommended for survey control.
 MK0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0924.See file dsdata.txt to determine how the superseded data were derived.
 MK0924
 MK0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL979464(NAD 83)
 MK0924_MARKER: DB = BENCH MARK DISK
 MK0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0924_STAMPING: M 82 1935
 MK0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0924+STABILITY: SURFACE MOTION
 MK0924
 MK0924  HISTORY     - Date     Condition        Report By
 MK0924  HISTORY     - 1935     MONUMENTED       CGS
 MK0924  HISTORY     - 1942     GOOD             NGS
 MK0924  HISTORY     - 1984     MARK NOT FOUND   NGS
 MK0924
 MK0924                          STATION DESCRIPTION
 MK0924
 MK0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0924'0.7 MI S FROM CERESCO.
 MK0924'0.7 MILE SOUTH OF CRESCO BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK0924'WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA, NEAR
 MK0924'LANCASTER-SAUNDES COUNTY LINE.  49.7 FEET NORTHEAST OF ROAD
 MK0924'CROSSING, 33.5 FEET EAST OF EAST RAIL, AND 3.4 FEET SOUTH OF
 MK0924'FENCE.  IS 25 FT W OF A FENCE CORNER, 25 FT NE OF ROAD CROSING
 MK0924'SIGN.
 MK0924
 MK0924                          STATION RECOVERY (1942)
 MK0924
 MK0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MK0924'RECOVERED IN GOOD CONDITION.
 MK0924
 MK0924                          STATION RECOVERY (1984)
 MK0924
 MK0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MK0924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0017 ***********************************************************************
 ML0017  DESIGNATION -  M 83
 ML0017  PID         -  ML0017
 ML0017  STATE/COUNTY-  NE/BOONE
 ML0017  USGS QUAD   -  ELGIN (1985)
 ML0017
 ML0017                         *CURRENT SURVEY CONTROL
 ML0017  ___________________________________________________________________
 ML0017* NAD 83(1986)-  41 59 04.     (N)    098 05 10.     (W)     SCALED    
 ML0017* NAVD 88     -       587.261  (meters)    1926.71   (feet)  ADJUSTED  
 ML0017  ___________________________________________________________________
 ML0017  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 ML0017  DYNAMIC HT  -         587.012 (meters)    1925.89  (feet)  COMP
 ML0017  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 ML0017
 ML0017  VERT ORDER  -  SECOND    CLASS 0
 ML0017
 ML0017.The horizontal coordinates were scaled from a topographic map and have
 ML0017.an estimated accuracy of +/- 6 seconds.
 ML0017
 ML0017.The orthometric height was determined by differential leveling
 ML0017.and adjusted by the National Geodetic Survey in June 1991..
 ML0017
 ML0017.The geoid height was determined by GEOID03.
 ML0017
 ML0017.The dynamic height is computed by dividing the NAVD 88
 ML0017.geopotential number by the normal gravity value computed on the
 ML0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0017.degrees latitude (g = 980.6199 gals.).
 ML0017
 ML0017.The modeled gravity was interpolated from observed gravity values.
 ML0017
 ML0017;                    North         East    Units  Estimated Accuracy
 ML0017;SPC NE       -   240,590.      658,540.      MT  (+/- 180 meters Scaled)
 ML0017
 ML0017                          SUPERSEDED SURVEY CONTROL
 ML0017
 ML0017  NGVD 29 (??/??/92)  587.026  (m)         1925.93   (f) ADJ UNCH    2 0
 ML0017
 ML0017.Superseded values are not recommended for survey control.
 ML0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0017.See file dsdata.txt to determine how the superseded data were derived.
 ML0017
 ML0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM757484(NAD 83)
 ML0017_MARKER: DB = BENCH MARK DISK
 ML0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0017_STAMPING: M-83 1935
 ML0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0017+STABILITY: SURFACE MOTION
 ML0017
 ML0017  HISTORY     - Date     Condition        Report By
 ML0017  HISTORY     - 1935     MONUMENTED       CGS
 ML0017  HISTORY     - 1938     POOR             NGS
 ML0017  HISTORY     - 1962     MARK NOT FOUND   USGS
 ML0017
 ML0017                          STATION DESCRIPTION
 ML0017
 ML0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0017'AT ELGIN.
 ML0017'AT THE RAILROAD STATION IN ELGIN, ALONG THE CHICAGO AND
 ML0017'NORTHWESTERN RAILROAD BETWEEN ELGIN AND ALBION, 153 FEET NORTH
 ML0017'OF THE NORTHEAST CORNER OF THE STATION, 54.4 FEET NORTHEAST OF
 ML0017'CULVERT NO. D232 1/2, 48.9 FEET EAST OF THE CENTER OF THE MAIN
 ML0017'TRACK, 1.8 FEET SOUTH OF SIGNAL POST NO. 105, 200 FEET SOUTH
 ML0017'OF A GRAIN ELEVATOR.  A STANDARD DISK SET HORIZONTAL IN A
 ML0017'PRECAST CONCRETE POST.
 ML0017
 ML0017                          STATION RECOVERY (1962)
 ML0017
 ML0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ML0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1628 ***********************************************************************
 MK1628  DESIGNATION -  M 84
 MK1628  PID         -  MK1628
 MK1628  STATE/COUNTY-  NE/PLATTE
 MK1628  USGS QUAD   -  NEWMAN GROVE (1985)
 MK1628
 MK1628                         *CURRENT SURVEY CONTROL
 MK1628  ___________________________________________________________________
 MK1628* NAD 83(1986)-  41 44 09.     (N)    097 49 49.     (W)     SCALED    
 MK1628* NAVD 88     -       540.470  (meters)    1773.19   (feet)  ADJUSTED  
 MK1628  ___________________________________________________________________
 MK1628  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 MK1628  DYNAMIC HT  -         540.246 (meters)    1772.46  (feet)  COMP
 MK1628  MODELED GRAV-     980,191.1   (mgal)                       NAVD 88
 MK1628
 MK1628  VERT ORDER  -  SECOND    CLASS 0
 MK1628
 MK1628.The horizontal coordinates were scaled from a topographic map and have
 MK1628.an estimated accuracy of +/- 6 seconds.
 MK1628
 MK1628.The orthometric height was determined by differential leveling
 MK1628.and adjusted by the National Geodetic Survey in June 1991..
 MK1628.WARNING-Repeat measurements at this control monument indicate possible
 MK1628.vertical movement.
 MK1628
 MK1628.The geoid height was determined by GEOID03.
 MK1628
 MK1628.The dynamic height is computed by dividing the NAVD 88
 MK1628.geopotential number by the normal gravity value computed on the
 MK1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1628.degrees latitude (g = 980.6199 gals.).
 MK1628
 MK1628.The modeled gravity was interpolated from observed gravity values.
 MK1628
 MK1628;                    North         East    Units  Estimated Accuracy
 MK1628;SPC NE       -   213,490.      680,430.      MT  (+/- 180 meters Scaled)
 MK1628
 MK1628                          SUPERSEDED SURVEY CONTROL
 MK1628
 MK1628  NGVD 29 (??/??/92)  540.271  (m)         1772.54   (f) ADJ UNCH    2 0
 MK1628
 MK1628.Superseded values are not recommended for survey control.
 MK1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1628.See file dsdata.txt to determine how the superseded data were derived.
 MK1628
 MK1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM972211(NAD 83)
 MK1628_MARKER: DB = BENCH MARK DISK
 MK1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1628_STAMPING: M 84 1935
 MK1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1628+STABILITY: SURFACE MOTION
 MK1628
 MK1628  HISTORY     - Date     Condition        Report By
 MK1628  HISTORY     - 1935     MONUMENTED       CGS
 MK1628  HISTORY     - 1950     GOOD             NGS
 MK1628
 MK1628                          STATION DESCRIPTION
 MK1628
 MK1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1628'2.9 MI SW FROM NEWMAN GROVE.
 MK1628'2.9 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1628'FROM THE STATION AT NEWMAN GROVE, AT A ROAD CROSSING, 114 FEET
 MK1628'WEST OF THE NORTHWEST CORNER OF A BRIDGE, 36 FEET EAST OF THE
 MK1628'CENTER LINE OF THE ROAD, 17 FEET NORTH OF THE NORTH RAIL, 8 FEET
 MK1628'NORTHEAST OF A TELEPHONE POLE, 0.7 FOOT EAST OF A WITNESS POST,
 MK1628'86 FEET SOUTH OF THE SOUTHEAST CORNER OF A STEEL BRIDGE ALONG
 MK1628'THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MK1628'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1664 ***********************************************************************
 MK1664  DESIGNATION -  M 85
 MK1664  PID         -  MK1664
 MK1664  STATE/COUNTY-  NE/BOONE
 MK1664  USGS QUAD   -  ST EDWARD SW (1985)
 MK1664
 MK1664                         *CURRENT SURVEY CONTROL
 MK1664  ___________________________________________________________________
 MK1664* NAD 83(1986)-  41 34 04.     (N)    097 59 48.     (W)     SCALED    
 MK1664* NAVD 88     -       571.193  (meters)    1873.99   (feet)  ADJUSTED  
 MK1664  ___________________________________________________________________
 MK1664  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 MK1664  DYNAMIC HT  -         570.933 (meters)    1873.14  (feet)  COMP
 MK1664  MODELED GRAV-     980,149.7   (mgal)                       NAVD 88
 MK1664
 MK1664  VERT ORDER  -  SECOND    CLASS 0
 MK1664
 MK1664.The horizontal coordinates were scaled from a topographic map and have
 MK1664.an estimated accuracy of +/- 6 seconds.
 MK1664
 MK1664.The orthometric height was determined by differential leveling
 MK1664.and adjusted by the National Geodetic Survey in June 1991..
 MK1664
 MK1664.The geoid height was determined by GEOID03.
 MK1664
 MK1664.The dynamic height is computed by dividing the NAVD 88
 MK1664.geopotential number by the normal gravity value computed on the
 MK1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1664.degrees latitude (g = 980.6199 gals.).
 MK1664
 MK1664.The modeled gravity was interpolated from observed gravity values.
 MK1664
 MK1664;                    North         East    Units  Estimated Accuracy
 MK1664;SPC NE       -   194,500.      667,020.      MT  (+/- 180 meters Scaled)
 MK1664
 MK1664                          SUPERSEDED SURVEY CONTROL
 MK1664
 MK1664  NGVD 29 (??/??/92)  570.972  (m)         1873.26   (f) ADJ UNCH    2 0
 MK1664
 MK1664.Superseded values are not recommended for survey control.
 MK1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1664.See file dsdata.txt to determine how the superseded data were derived.
 MK1664
 MK1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM836022(NAD 83)
 MK1664_MARKER: DB = BENCH MARK DISK
 MK1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1664_STAMPING: M-85-1935
 MK1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1664+STABILITY: SURFACE MOTION
 MK1664
 MK1664  HISTORY     - Date     Condition        Report By
 MK1664  HISTORY     - 1935     MONUMENTED       CGS
 MK1664  HISTORY     - 1957     MARK NOT FOUND   NGS
 MK1664
 MK1664                          STATION DESCRIPTION
 MK1664
 MK1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1664'6.8 MI W FROM ST EDWARDS.
 MK1664'ALONG STATE HIGHWAY NO. 56 BETWEEN ST. EDWARDS AND CEDAR RAPIDS,
 MK1664'0.3 MILES EAST OF JUNCTION WITH STATE HIGHWAY NO. 14, SOUTHWEST
 MK1664'OF ROAD RAILINGS, 45.1 FEET SOUTH OF THE CENTER LINE OF HIGHWAY,
 MK1664'1.8 FEET NORTH OF FENCE.
 MK1664
 MK1664                          STATION RECOVERY (1957)
 MK1664
 MK1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK1664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1603 ***********************************************************************
 MK1603  DESIGNATION -  M 86
 MK1603  PID         -  MK1603
 MK1603  STATE/COUNTY-  NE/NANCE
 MK1603  USGS QUAD   -  FULLERTON (1958)
 MK1603
 MK1603                         *CURRENT SURVEY CONTROL
 MK1603  ___________________________________________________________________
 MK1603* NAD 83(1986)-  41 22 22.     (N)    097 57 55.     (W)     SCALED    
 MK1603* NAVD 88     -       496.695  (meters)    1629.57   (feet)  ADJUSTED  
 MK1603  ___________________________________________________________________
 MK1603  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 MK1603  DYNAMIC HT  -         496.463 (meters)    1628.81  (feet)  COMP
 MK1603  MODELED GRAV-     980,142.4   (mgal)                       NAVD 88
 MK1603
 MK1603  VERT ORDER  -  SECOND    CLASS 0
 MK1603
 MK1603.The horizontal coordinates were scaled from a topographic map and have
 MK1603.an estimated accuracy of +/- 6 seconds.
 MK1603
 MK1603.The orthometric height was determined by differential leveling
 MK1603.and adjusted by the National Geodetic Survey in June 1991..
 MK1603
 MK1603.The geoid height was determined by GEOID03.
 MK1603
 MK1603.The dynamic height is computed by dividing the NAVD 88
 MK1603.geopotential number by the normal gravity value computed on the
 MK1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1603.degrees latitude (g = 980.6199 gals.).
 MK1603
 MK1603.The modeled gravity was interpolated from observed gravity values.
 MK1603
 MK1603;                    North         East    Units  Estimated Accuracy
 MK1603;SPC NE       -   172,920.      670,150.      MT  (+/- 180 meters Scaled)
 MK1603
 MK1603                          SUPERSEDED SURVEY CONTROL
 MK1603
 MK1603  NGVD 29 (??/??/92)  496.474  (m)         1628.85   (f) ADJ UNCH    2 0
 MK1603
 MK1603.Superseded values are not recommended for survey control.
 MK1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1603.See file dsdata.txt to determine how the superseded data were derived.
 MK1603
 MK1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL865806(NAD 83)
 MK1603_MARKER: DB = BENCH MARK DISK
 MK1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1603_STAMPING: M 86 1935
 MK1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1603+STABILITY: SURFACE MOTION
 MK1603
 MK1603  HISTORY     - Date     Condition        Report By
 MK1603  HISTORY     - 1935     MONUMENTED       CGS
 MK1603  HISTORY     - 1950     GOOD             NGS
 MK1603
 MK1603                          STATION DESCRIPTION
 MK1603
 MK1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1603'AT FULLERTON.
 MK1603'AT FULLERTON, ALONG THE UNION PACIFIC RAILROAD, 215 FEET NORTHWEST
 MK1603'OF THE NORTH CORNER OF THE STATION, 105 FEET NORTH OF THE
 MK1603'CENTER LINE OF A GRAVELED ROAD, 39 FEET NORTHEAST OF THE NORTHEAST
 MK1603'RAIL OF THE MAIN TRACK, 9 FEET NORTHWEST OF A POWER POLE, 1 FOOT
 MK1603'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1603'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- AREA HAS BEEN
 MK1603'WORKED WITH BULLDOZER, POST MAY BE DESTROYED OR COVERED WITH
 MK1603'2 OR 3 FEET OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1123 ***********************************************************************
 MK1123  DESIGNATION -  M 87
 MK1123  PID         -  MK1123
 MK1123  STATE/COUNTY-  NE/PLATTE
 MK1123  USGS QUAD   -  HUMPHREY (1976)
 MK1123
 MK1123                         *CURRENT SURVEY CONTROL
 MK1123  ___________________________________________________________________
 MK1123* NAD 83(1986)-  41 38 58.     (N)    097 29 36.     (W)     SCALED    
 MK1123* NAVD 88     -       515.789  (meters)    1692.22   (feet)  ADJUSTED  
 MK1123  ___________________________________________________________________
 MK1123  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 MK1123  DYNAMIC HT  -         515.564 (meters)    1691.48  (feet)  COMP
 MK1123  MODELED GRAV-     980,169.8   (mgal)                       NAVD 88
 MK1123
 MK1123  VERT ORDER  -  FIRST     CLASS II
 MK1123
 MK1123.The horizontal coordinates were scaled from a topographic map and have
 MK1123.an estimated accuracy of +/- 6 seconds.
 MK1123
 MK1123.The orthometric height was determined by differential leveling
 MK1123.and adjusted by the National Geodetic Survey in June 1991..
 MK1123.WARNING-Repeat measurements at this control monument indicate possible
 MK1123.vertical movement.
 MK1123
 MK1123.The geoid height was determined by GEOID03.
 MK1123
 MK1123.The dynamic height is computed by dividing the NAVD 88
 MK1123.geopotential number by the normal gravity value computed on the
 MK1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1123.degrees latitude (g = 980.6199 gals.).
 MK1123
 MK1123.The modeled gravity was interpolated from observed gravity values.
 MK1123
 MK1123;                    North         East    Units  Estimated Accuracy
 MK1123;SPC NE       -   204,660.      708,720.      MT  (+/- 180 meters Scaled)
 MK1123
 MK1123                          SUPERSEDED SURVEY CONTROL
 MK1123
 MK1123  NGVD 29 (??/??/92)  515.593  (m)         1691.57   (f) ADJ UNCH    1 2
 MK1123
 MK1123.Superseded values are not recommended for survey control.
 MK1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1123.See file dsdata.txt to determine how the superseded data were derived.
 MK1123
 MK1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM254119(NAD 83)
 MK1123_MARKER: DB = BENCH MARK DISK
 MK1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1123_STAMPING: M 87 1935
 MK1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1123+STABILITY: SURFACE MOTION
 MK1123
 MK1123  HISTORY     - Date     Condition        Report By
 MK1123  HISTORY     - 1935     MONUMENTED       CGS
 MK1123  HISTORY     - 1940     GOOD             NGS
 MK1123
 MK1123                          STATION DESCRIPTION
 MK1123
 MK1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MK1123'3 MI S FROM HUMPHREY.
 MK1123'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 2.4
 MK1123'MILES SOUTH OF THE CROSSING OF THE UNION PACIFIC RR. AND THE
 MK1123'CHICAGO AND NORTH WESTERN RR., 0.3 MILE SOUTH OF MILEPOST NO.
 MK1123'23, IN MIDDLE OF SECTION, 46.5 FEET EAST OF CENTERLINE OF TRACK,
 MK1123'4.0 FEET WEST OF RIGHT-OF-WAY FENCE, 3.0 FEET NORTH OF 4 X 4
 MK1123'INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 MK1123'0.4 FOOT.  THIS DESCRIPTION SUPERSEDES ALL OTHERS.  STD. DISK
 MK1123'BM IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0086 ***********************************************************************
 MN0086  DESIGNATION -  M 9
 MN0086  PID         -  MN0086
 MN0086  STATE/COUNTY-  NE/CHEYENNE
 MN0086  USGS QUAD   -  GURLEY (1972)
 MN0086
 MN0086                         *CURRENT SURVEY CONTROL
 MN0086  ___________________________________________________________________
 MN0086* NAD 83(1986)-  41 16 45.     (N)    102 58 26.     (W)     SCALED    
 MN0086* NAVD 88     -      1301.890  (meters)    4271.28   (feet)  ADJUSTED  
 MN0086  ___________________________________________________________________
 MN0086  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 MN0086  DYNAMIC HT  -        1300.973 (meters)    4268.28  (feet)  COMP
 MN0086  MODELED GRAV-     979,873.9   (mgal)                       NAVD 88
 MN0086
 MN0086  VERT ORDER  -  FIRST     CLASS II
 MN0086
 MN0086.The horizontal coordinates were scaled from a topographic map and have
 MN0086.an estimated accuracy of +/- 6 seconds.
 MN0086
 MN0086.The orthometric height was determined by differential leveling
 MN0086.and adjusted by the National Geodetic Survey in June 1991..
 MN0086
 MN0086.The geoid height was determined by GEOID03.
 MN0086
 MN0086.The dynamic height is computed by dividing the NAVD 88
 MN0086.geopotential number by the normal gravity value computed on the
 MN0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0086.degrees latitude (g = 980.6199 gals.).
 MN0086
 MN0086.The modeled gravity was interpolated from observed gravity values.
 MN0086
 MN0086;                    North         East    Units  Estimated Accuracy
 MN0086;SPC NE       -   164,810.      250,980.      MT  (+/- 180 meters Scaled)
 MN0086
 MN0086                          SUPERSEDED SURVEY CONTROL
 MN0086
 MN0086  NGVD 29 (??/??/92) 1301.255  (m)         4269.20   (f) ADJ UNCH    1 2
 MN0086
 MN0086.Superseded values are not recommended for survey control.
 MN0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0086.See file dsdata.txt to determine how the superseded data were derived.
 MN0086
 MN0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF696717(NAD 83)
 MN0086_MARKER: DB = BENCH MARK DISK
 MN0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0086_SP_SET: CONCRETE POST
 MN0086_STAMPING: M 9 1933 4269.201
 MN0086_MARK LOGO: CGS   
 MN0086_PROJECTION: PROJECTING 5 CENTIMETERS
 MN0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0086+STABILITY: SURFACE MOTION
 MN0086
 MN0086  HISTORY     - Date     Condition        Report By
 MN0086  HISTORY     - 1933     MONUMENTED       CGS
 MN0086  HISTORY     - 1934     GOOD             NGS
 MN0086  HISTORY     - 1985     GOOD             NGS
 MN0086
 MN0086                          STATION DESCRIPTION
 MN0086
 MN0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0086'2.9 MI S FROM HUNTSMAN.
 MN0086'2.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0086'FROM THE STATION AT GURLEY, CHEYENNE COUNTY, 4.0 MILES NORTH OF
 MN0086'HUNTSMAN, 10 POLES SOUTH OF MILEPOST 65, AT A ROAD CROSSING, 105
 MN0086'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 19, 38 FEET SOUTH OF
 MN0086'THE CENTERLINE OF THE ROAD, AND 18 FEET EAST OF THE EAST RAIL.  A
 MN0086'STANDARD DISK, STAMPED 4269.201 M 9 1933 AND SET IN THE TOP OF A
 MN0086'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MN0086
 MN0086                          STATION RECOVERY (1985)
 MN0086
 MN0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0086'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.6 KM (2.85
 MN0086'MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN STREET AT
 MN0086'GURLEY, 31.4 METERS (103 FT) WEST OF THE HIGHWAY CENTERLINE, 5.2
 MN0086'METERS (17 FT) EAST OF THE EAST RAIL OF THE BURLINGTON NORTHERN
 MN0086'RAILROAD AND 11.6 METERS (38 FT) SOUTH OF THE CENTER OF A TRACK ROAD
 MN0086'LEADING WEST.
 MN0086'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MN0086'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0538 ***********************************************************************
 MN0538  DESIGNATION -  MAAS
 MN0538  PID         -  MN0538
 MN0538  STATE/COUNTY-  NE/CHEYENNE
 MN0538  USGS QUAD   -  MUD SPRINGS SW (1972)
 MN0538
 MN0538                         *CURRENT SURVEY CONTROL
 MN0538  ___________________________________________________________________
 MN0538* NAD 83(1995)-  41 20 17.21251(N)    103 10 15.68023(W)     ADJUSTED  
 MN0538* NAVD 88     -      1345.     (meters)    4413.     (feet)  SCALED    
 MN0538  ___________________________________________________________________
 MN0538  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 MN0538  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 MN0538
 MN0538  HORZ ORDER  -  SECOND
 MN0538
 MN0538.The horizontal coordinates were established by classical geodetic methods
 MN0538.and adjusted by the National Geodetic Survey in August 1997..
 MN0538
 MN0538.The orthometric height was scaled from a topographic map.
 MN0538
 MN0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0538
 MN0538.The geoid height was determined by GEOID03.
 MN0538
 MN0538;                    North         East     Units Scale Factor Converg.
 MN0538;SPC NE       -   171,934.159   234,722.464   MT  0.99966286   -2 06 05.1
 MN0538;UTM  13      - 4,577,905.700   653,034.450   MT  0.99988822   +1 12 29.8
 MN0538
 MN0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0538!SPC NE       -   0.99979220  x   0.99966286  =   0.99945513
 MN0538!UTM  13      -   0.99979220  x   0.99988822  =   0.99968044
 MN0538
 MN0538|---------------------------------------------------------------------|
 MN0538| PID    Reference Object                     Distance      Geod. Az  |
 MN0538|                                                           dddmmss.s |
 MN0538| CP7686 MAAS RM 1                            28.515 METERS 03931     |
 MN0538| CP7685 MAAS AZ MK                                         0972519.6 |
 MN0538| CP7687 MAAS RM 2                            23.385 METERS 16117     |
 MN0538|---------------------------------------------------------------------|
 MN0538
 MN0538                          SUPERSEDED SURVEY CONTROL
 MN0538
 MN0538  NAD 83(1995)-  41 20 17.21172(N)    103 10 15.68032(W) AD(       ) 2
 MN0538  NAD 83(1986)-  41 20 17.20490(N)    103 10 15.68123(W) AD(       ) 2
 MN0538  NAD 27      -  41 20 17.27780(N)    103 10 13.93330(W) AD(       ) 2
 MN0538
 MN0538.Superseded values are not recommended for survey control.
 MN0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0538.See file dsdata.txt to determine how the superseded data were derived.
 MN0538
 MN0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5303477906(NAD 83)
 MN0538_MARKER: DS = TRIANGULATION STATION DISK
 MN0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0538
 MN0538  HISTORY     - Date     Condition        Report By
 MN0538  HISTORY     - 1963     MONUMENTED       CGS
 MN0538
 MN0538                          STATION DESCRIPTION
 MN0538
 MN0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0538'THE STATION IS LOCATED 17 MILES NORTHWEST OF SIDNEY, 12 MILES
 MN0538'NORTHEAST OF POTTER, 10-1/2 MILES WEST-NORTHWEST OF GURLEY,
 MN0538'NEAR THE SOUTHEAST CORNER OF A FARM YARD, ON PROPERTY OWNED
 MN0538'BY MR. CHRIS MAAS.
 MN0538'
 MN0538'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GURLEY, GO
 MN0538'NORTH ON U.S. HIGHWAY 385 FOR 0.05 MILE TO A CROSSROAD.  TURN
 MN0538'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.05 MILE TO A CROSSROAD.
 MN0538'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO A
 MN0538'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD
 MN0538'FOR 10.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 MN0538'GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH
 MN0538'MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN LEFT
 MN0538'AND GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO A DRIVEWAY ON
 MN0538'THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.05 MILE TO THE
 MN0538'STATION AS DESCRIBED NEAR THE SOUTHEAST CORNER OF THE FARM
 MN0538'YARD.
 MN0538'
 MN0538'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0538'12-INCH CONCRETE CYLINDER WHICH IS 12 INCHES BELOW THE SURFACE
 MN0538'OF THE GROUND AND IS STAMPED MAAS 1963.  IT IS 45 FEET SOUTHEAST
 MN0538'OF THE SOUTHEAST CORNER OF A HOUSE, 43 FEET WEST OF THE CENTER
 MN0538'OF A DRIVEWAY, 29-1/2 FEET NORTHWEST OF A TELEPHONE POLE AND
 MN0538'22.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A PICKET
 MN0538'FENCE.
 MN0538'
 MN0538'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0538'12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS
 MN0538'STAMPED MAAS NO 1 1963.  IT IS 49.7 FEET SOUTH-SOUTHEAST OF A
 MN0538'WELL PIPE, 17 FEET EAST OF THE CENTER OF A DRIVEWAY AND 1 FOOT
 MN0538'WEST OF A BOARD FENCE.
 MN0538'
 MN0538'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0538'12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED
 MN0538'MAAS NO 2 1963.  IT IS 56.7 FEET SOUTH OF A TELEPHONE POLE,
 MN0538'31 FEET NORTH OF A TELEPHONE POLE AND 19 FEET WEST OF THE
 MN0538'CENTER OF A DRIVEWAY.
 MN0538'
 MN0538'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0538'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 MN0538'MAAS 1963.  IT IS 39 FEET NORTH OF THE CENTER OF A GRAVELED
 MN0538'ROAD, 38 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 5.7 FEET
 MN0538'NORTHWEST OF A SOUTHEAST FENCE CORNER, 2.1 FEET NORTHWEST
 MN0538'OF A METAL WITNESS POST AND 1.4 FEET WEST-NORTHWEST OF A POWER
 MN0538'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0401 ***********************************************************************
 LG0401  DESIGNATION -  MAB
 LG0401  PID         -  LG0401
 LG0401  STATE/COUNTY-  NE/LANCASTER
 LG0401  USGS QUAD   -  EMERALD (1978)
 LG0401
 LG0401                         *CURRENT SURVEY CONTROL
 LG0401  ___________________________________________________________________
 LG0401* NAD 83(1995)-  40 51 52.06339(N)    096 46 30.03609(W)     ADJUSTED  
 LG0401* NAVD 88     -       356.826  (meters)    1170.69   (feet)  ADJUSTED  
 LG0401  ___________________________________________________________________
 LG0401  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 LG0401  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 LG0401  DYNAMIC HT  -         356.661 (meters)    1170.15  (feet)  COMP
 LG0401  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 LG0401
 LG0401  HORZ ORDER  -  THIRD
 LG0401  VERT ORDER  -  SECOND    CLASS 0
 LG0401
 LG0401.The horizontal coordinates were established by classical geodetic methods
 LG0401.and adjusted by the National Geodetic Survey in August 1997..
 LG0401
 LG0401.The orthometric height was determined by differential leveling
 LG0401.and adjusted by the National Geodetic Survey in June 1991..
 LG0401
 LG0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0401
 LG0401.The geoid height was determined by GEOID03.
 LG0401
 LG0401.The dynamic height is computed by dividing the NAVD 88
 LG0401.geopotential number by the normal gravity value computed on the
 LG0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0401.degrees latitude (g = 980.6199 gals.).
 LG0401
 LG0401.The modeled gravity was interpolated from observed gravity values.
 LG0401
 LG0401;                    North         East     Units Scale Factor Converg.
 LG0401;SPC NE       -   119,552.348   771,751.256   MT  0.99972080   +2 08 13.9
 LG0401;UTM  14      - 4,526,094.038   687,514.738   MT  1.00003279   +1 27 22.2
 LG0401
 LG0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0401!SPC NE       -   0.99994816  x   0.99972080  =   0.99966897
 LG0401!UTM  14      -   0.99994816  x   1.00003279  =   0.99998095
 LG0401
 LG0401:                Primary Azimuth Mark                     Grid Az
 LG0401:SPC NE       -  LINCOLN AIR FORCE BASE TANK              143 37 58.7
 LG0401:UTM  14      -  LINCOLN AIR FORCE BASE TANK              144 18 50.4
 LG0401
 LG0401|---------------------------------------------------------------------|
 LG0401| PID    Reference Object                     Distance      Geod. Az  |
 LG0401|                                                           dddmmss.s |
 LG0401| LG1181 LINCOLN AIR FORCE BASE TANK         APPROX. 2.9 KM 1454612.6 |
 LG0401| LG0402 MAB RM 1                             20.751 METERS 21852     |
 LG0401| LG0399 TANK                                APPROX. 1.8 KM 2395044.0 |
 LG0401| LG0403 MAB RM 2                             22.055 METERS 30852     |
 LG0401|---------------------------------------------------------------------|
 LG0401
 LG0401                          SUPERSEDED SURVEY CONTROL
 LG0401
 LG0401  NAD 83(1986)-  40 51 52.07284(N)    096 46 30.03701(W) AD(       ) 3
 LG0401  NGVD 29 (??/??/92)  356.688  (m)         1170.23   (f) ADJ UNCH    2 0
 LG0401
 LG0401.Superseded values are not recommended for survey control.
 LG0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0401.See file dsdata.txt to determine how the superseded data were derived.
 LG0401
 LG0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8751526094(NAD 83)
 LG0401_MARKER: DS = TRIANGULATION STATION DISK
 LG0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0401_STAMPING: MAB 1961
 LG0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0401+STABILITY: SURFACE MOTION
 LG0401
 LG0401  HISTORY     - Date     Condition        Report By
 LG0401  HISTORY     - 1961     MONUMENTED       CGS
 LG0401  HISTORY     - 1990     GOOD             USPSQD
 LG0401
 LG0401                          STATION DESCRIPTION
 LG0401
 LG0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0401'5.4 MI NW FROM LINCOLN.
 LG0401'FROM INTERSECTION OF U.S. HIGHWAY 77 AND 34 AND STATE HIGHWAY 2
 LG0401'IN THE NORTHWEST EDGE OF LINCOLN PROCEED NORTHWEST ON U.S. HIGHWAY
 LG0401'34 FOR 4.5 MILES TO A SIDE ROAD SOUTH TO LINCOLN AIR FORCE BASE,
 LG0401'THENCE SOUTH FOR 0.2 MILE TO GUARD GATE, THENCE 0.65 MILES
 LG0401'SOUTHWEST ON K-AVENUE TO A PAVED ENTRANCE DRIVE, 89 FEET EAST
 LG0401'OF THE CENTER LINE OF K-AVENUE, 22 FEET SOUTH OF THE CENTER LINE
 LG0401'OF THE ENTRANCE DRIVE, 13 FEET SOUTHWEST OF THE SOUTH GATE POST,
 LG0401'11 FEET WEST OF THE SECURITY FENCE, SET IN TOP OF A 10 INCH
 LG0401'SQUARE CONCRETE POST 12 INCHES BELOW THE GROUND SURFACE.
 LG0401
 LG0401                          STATION RECOVERY (1990)
 LG0401
 LG0401'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0402 ***********************************************************************
 LG0402  DESIGNATION -  MAB RM 1
 LG0402  PID         -  LG0402
 LG0402  STATE/COUNTY-  NE/LANCASTER
 LG0402  USGS QUAD   -  EMERALD (1978)
 LG0402
 LG0402                         *CURRENT SURVEY CONTROL
 LG0402  ___________________________________________________________________
 LG0402* NAD 83(1986)-  40 51 53.     (N)    096 46 29.     (W)     SCALED    
 LG0402* NAVD 88     -       357.030  (meters)    1171.36   (feet)  ADJUSTED  
 LG0402  ___________________________________________________________________
 LG0402  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 LG0402  DYNAMIC HT  -         356.865 (meters)    1170.81  (feet)  COMP
 LG0402  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 LG0402
 LG0402  VERT ORDER  -  SECOND    CLASS 0
 LG0402
 LG0402.The horizontal coordinates were scaled from a topographic map and have
 LG0402.an estimated accuracy of +/- 6 seconds.
 LG0402
 LG0402.The orthometric height was determined by differential leveling
 LG0402.and adjusted by the National Geodetic Survey in June 1991..
 LG0402
 LG0402.The geoid height was determined by GEOID03.
 LG0402
 LG0402.The dynamic height is computed by dividing the NAVD 88
 LG0402.geopotential number by the normal gravity value computed on the
 LG0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0402.degrees latitude (g = 980.6199 gals.).
 LG0402
 LG0402.The modeled gravity was interpolated from observed gravity values.
 LG0402
 LG0402;                    North         East    Units  Estimated Accuracy
 LG0402;SPC NE       -   119,580.      771,770.      MT  (+/- 180 meters Scaled)
 LG0402
 LG0402                          SUPERSEDED SURVEY CONTROL
 LG0402
 LG0402  NGVD 29 (??/??/92)  356.892  (m)         1170.90   (f) ADJ UNCH    2 0
 LG0402
 LG0402.Superseded values are not recommended for survey control.
 LG0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0402.See file dsdata.txt to determine how the superseded data were derived.
 LG0402
 LG0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL875261(NAD 83)
 LG0402_MARKER: DR = REFERENCE MARK DISK
 LG0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0402_SP_SET: CONCRETE LOT
 LG0402_STAMPING: MARCH NO 1 1961
 LG0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0402
 LG0402  HISTORY     - Date     Condition        Report By
 LG0402  HISTORY     - 1961     MONUMENTED       CGS
 LG0402  HISTORY     - 1990     GOOD             USPSQD
 LG0402
 LG0402                          STATION DESCRIPTION
 LG0402
 LG0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0402'5.4 MI NW FROM LINCOLN.
 LG0402'FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND 34 AND STATE HIGHWAY
 LG0402'2 IN THE NORTHWEST EDGE OF LINCOLN PROCEED NORTHWEST ON U.S.
 LG0402'HIGHWAY 34 FOR 4.5 MILES TO A SIDE ROAD LEADING SOUTH TO THE
 LG0402'LINCOLN AIR FORCE BASE, THENCE SOUTH FOR 0.2 MILE TO A GUARD
 LG0402'GATE, THENCE 0.65 MILE SOUTHWEST ON K-AVENUE TO A PAVED ENTRANCE
 LG0402'DRIVE, 68.08 FEET SOUTHWEST OF TRIANGULATION, 46 FEET EAST OF THE
 LG0402'CENTER LINE OF K-AVENUE, 23 FEET EAST OF A POWERLINE POLE, SET
 LG0402'IN THE TOP OF THE EXTREME NORTHWEST CORNER OF A CONCRETE PARKING
 LG0402'LOT, 1.5 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE PARKING
 LG0402'LOT AND ABOUT THE SAME ELEVATION AS THE AVENUE.
 LG0402
 LG0402                          STATION RECOVERY (1990)
 LG0402
 LG0402'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0403 ***********************************************************************
 LG0403  DESIGNATION -  MAB RM 2
 LG0403  PID         -  LG0403
 LG0403  STATE/COUNTY-  NE/LANCASTER
 LG0403  USGS QUAD   -  EMERALD (1978)
 LG0403
 LG0403                         *CURRENT SURVEY CONTROL
 LG0403  ___________________________________________________________________
 LG0403* NAD 83(1986)-  40 51 53.     (N)    096 46 29.     (W)     SCALED    
 LG0403* NAVD 88     -       357.140  (meters)    1171.72   (feet)  ADJUSTED  
 LG0403  ___________________________________________________________________
 LG0403  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 LG0403  DYNAMIC HT  -         356.975 (meters)    1171.18  (feet)  COMP
 LG0403  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 LG0403
 LG0403  VERT ORDER  -  SECOND    CLASS 0
 LG0403
 LG0403.The horizontal coordinates were scaled from a topographic map and have
 LG0403.an estimated accuracy of +/- 6 seconds.
 LG0403
 LG0403.The orthometric height was determined by differential leveling
 LG0403.and adjusted by the National Geodetic Survey in June 1991..
 LG0403
 LG0403.The geoid height was determined by GEOID03.
 LG0403
 LG0403.The dynamic height is computed by dividing the NAVD 88
 LG0403.geopotential number by the normal gravity value computed on the
 LG0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0403.degrees latitude (g = 980.6199 gals.).
 LG0403
 LG0403.The modeled gravity was interpolated from observed gravity values.
 LG0403
 LG0403;                    North         East    Units  Estimated Accuracy
 LG0403;SPC NE       -   119,580.      771,770.      MT  (+/- 180 meters Scaled)
 LG0403
 LG0403                          SUPERSEDED SURVEY CONTROL
 LG0403
 LG0403  NGVD 29 (??/??/92)  357.002  (m)         1171.26   (f) ADJ UNCH    2 0
 LG0403
 LG0403.Superseded values are not recommended for survey control.
 LG0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0403.See file dsdata.txt to determine how the superseded data were derived.
 LG0403
 LG0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL875261(NAD 83)
 LG0403_MARKER: DR = REFERENCE MARK DISK
 LG0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0403_SP_SET: CONCRETE DRIVE
 LG0403_STAMPING: MAB NO 2 1961
 LG0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0403
 LG0403  HISTORY     - Date     Condition        Report By
 LG0403  HISTORY     - 1961     MONUMENTED       CGS
 LG0403  HISTORY     - 1990     GOOD             USPSQD
 LG0403
 LG0403                          STATION DESCRIPTION
 LG0403
 LG0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0403'5.4 MI NW FROM LINCOLN.
 LG0403'FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND 34 AND STATE HIGHWAY
 LG0403'2 IN THE NORTHWEST EDGE OF LINCOLN PROCEED NORTHWEST ON U.S.
 LG0403'HIGHWAY 34 FOR 4.5 MILES TO A SIDE ROAD LEADING SOUTH TO THE
 LG0403'LINCOLN AIR FORCE BASE, THENCE SOUTH FOR 0.2 MILE TO A GUARD GATE,
 LG0403'THENCE 0.65 MILE SOUTHWEST ON K-AVENUE TO A PAVED ENTRANCE DRIVE,
 LG0403'72.36 FEET NORTHWEST OF TRIANGULATION STATION, 68 FEET WEST OF
 LG0403'THE NORTH GATE POST, 32 FEET EAST OF THE CENTER LINE OF K-AVENUE,
 LG0403'1 1/2 FEET SOUTH OF THE NORTH EDGE OF THE ENTRANCE DRIVE, SET IN
 LG0403'TOP OF THE NORTH EDGE OF THE CONCRETE ENTRANCE DRIVE.
 LG0403
 LG0403                          STATION RECOVERY (1990)
 LG0403
 LG0403'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0649 ***********************************************************************
 NP0649  DESIGNATION -  MABIN
 NP0649  PID         -  NP0649
 NP0649  STATE/COUNTY-  NE/BOX BUTTE
 NP0649  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0649
 NP0649                         *CURRENT SURVEY CONTROL
 NP0649  ___________________________________________________________________
 NP0649* NAD 83(1995)-  42 07 00.12119(N)    102 57 44.86235(W)     ADJUSTED  
 NP0649* NAVD 88     -      1242.     (meters)    4075.     (feet)  SCALED    
 NP0649  ___________________________________________________________________
 NP0649  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 NP0649  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 NP0649
 NP0649  HORZ ORDER  -  FIRST
 NP0649
 NP0649.The horizontal coordinates were established by classical geodetic methods
 NP0649.and adjusted by the National Geodetic Survey in August 1997..
 NP0649
 NP0649.The orthometric height was scaled from a topographic map.
 NP0649
 NP0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0649
 NP0649.The geoid height was determined by GEOID03.
 NP0649
 NP0649;                    North         East     Units Scale Factor Converg.
 NP0649;SPC NE       -   257,712.277   255,124.412   MT  0.99971537   -1 57 47.6
 NP0649;UTM  13      - 4,664,742.480   668,439.031   MT  0.99994911   +1 22 00.4
 NP0649
 NP0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0649!SPC NE       -   0.99980823  x   0.99971537  =   0.99952365
 NP0649!UTM  13      -   0.99980823  x   0.99994911  =   0.99975735
 NP0649
 NP0649:                Primary Azimuth Mark                     Grid Az
 NP0649:SPC NE       -  MABIN AZ MK                              084 40 29.5
 NP0649:UTM  13      -  MABIN AZ MK                              081 20 41.5
 NP0649
 NP0649|---------------------------------------------------------------------|
 NP0649| PID    Reference Object                     Distance      Geod. Az  |
 NP0649|                                                           dddmmss.s |
 NP0649| CP9896 MABIN AZ MK                                        0824241.9 |
 NP0649| CP9897 MABIN RM 1                           23.618 METERS 08319     |
 NP0649| CP9898 MABIN RM 2                           24.150 METERS 34258     |
 NP0649|---------------------------------------------------------------------|
 NP0649
 NP0649                          SUPERSEDED SURVEY CONTROL
 NP0649
 NP0649  NAD 83(1995)-  42 07 00.12093(N)    102 57 44.86239(W) AD(       ) 1
 NP0649  NAD 83(1986)-  42 07 00.11830(N)    102 57 44.86073(W) AD(       ) 1
 NP0649  NAD 27      -  42 07 00.24200(N)    102 57 43.13400(W) AD(       ) 1
 NP0649
 NP0649.Superseded values are not recommended for survey control.
 NP0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0649.See file dsdata.txt to determine how the superseded data were derived.
 NP0649
 NP0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6843964742(NAD 83)
 NP0649_MARKER: DS = TRIANGULATION STATION DISK
 NP0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0649
 NP0649  HISTORY     - Date     Condition        Report By
 NP0649  HISTORY     - 1946     MONUMENTED       CGS
 NP0649
 NP0649                          STATION DESCRIPTION
 NP0649
 NP0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0649'STATION IS LOCATED ON THE HIGHEST POINT OF A PASTURE 5 MILES
 NP0649'WEST-NORTHWEST OF ALLIANCE.  THE POINT DROPS OFF ABRUPTLY
 NP0649'ON THE SOUTH SIDE ABOUT 100 FEET FROM THE STATION.  IT IS
 NP0649'STAMPED MABIN 1946 AND PROJECTS 4 INCHES.
 NP0649'
 NP0649'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 NP0649'IT IS STAMPED MABIN NO 1 1946 AND PROJECTS 8 INCHES.
 NP0649'
 NP0649'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NP0649'IT IS STAMPED MABIN NO 2 1946 AND PROJECTS 10 INCHES.
 NP0649'
 NP0649'THE AZIMUTH MARK IS 12 FEET SOUTH OF THE CENTERLINE OF A TRACK
 NP0649'ROAD AND 1 FOOT NORTH OF A WIRE FENCE.  IT IS STAMPED MABIN
 NP0649'1946 AND PROJECTS 2 INCHES.
 NP0649'
 NP0649'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NP0649'NO. 19 AND 2 AT THE WEST EDGE OF ALLIANCE, GO NORTHWEST ON
 NP0649'NO. 2 FOR 1.6 MILES TO A CROSSROAD.  THEN LEFT, WEST, ON A
 NP0649'GRAVEL ROAD (ROAD GRADUALLY NARROWS TO A TRACK ROAD) FOR 2.8
 NP0649'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST FOR
 NP0649'0.2 MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE
 NP0649'WEST FOR 0.15 MILE.  THEN TURN LEFT, SOUTH, ACROSS THE PASTURE
 NP0649'FOR 0.1 MILE TO THE STATION.
 NP0649'
 NP0649'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4165 ***********************************************************************
 AB4165  DESIGNATION -  MAC B 2
 AB4165  PID         -  AB4165
 AB4165  STATE/COUNTY-  NE/RED WILLOW
 AB4165  USGS QUAD   -  MC COOK EAST (1983)
 AB4165
 AB4165                         *CURRENT SURVEY CONTROL
 AB4165  ___________________________________________________________________
 AB4165* NAD 83(1995)-  40 12 39.92063(N)    100 35 54.27248(W)     ADJUSTED  
 AB4165* NAVD 88     -       785.9    (meters)    2578.     (feet)  GPS OBS   
 AB4165  ___________________________________________________________________
 AB4165  X           -    -897,216.548 (meters)                     COMP
 AB4165  Y           -  -4,794,970.598 (meters)                     COMP
 AB4165  Z           -   4,096,404.655 (meters)                     COMP
 AB4165  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AB4165  ELLIP HEIGHT-         761.84  (meters)          (01/07/02) GPS OBS
 AB4165  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AB4165
 AB4165  HORZ ORDER  -  FIRST
 AB4165  ELLP ORDER  -  FOURTH    CLASS II
 AB4165
 AB4165.This mark is at Mccook Municipal Airport (MCK)
 AB4165
 AB4165.The horizontal coordinates were established by GPS observations
 AB4165.and adjusted by the National Geodetic Survey in September 1998..
 AB4165
 AB4165.The orthometric height was determined by GPS observations and a
 AB4165.high-resolution geoid model.
 AB4165
 AB4165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4165
 AB4165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4165
 AB4165.The ellipsoidal height was determined by GPS observations
 AB4165.and is referenced to NAD 83.
 AB4165
 AB4165.The geoid height was determined by GEOID03.
 AB4165
 AB4165;                    North         East     Units Scale Factor Converg.
 AB4165;SPC NE       -    42,120.066   449,062.172   MT  0.99991125   -0 23 47.6
 AB4165;UTM  14      - 4,452,411.569   363,978.371   MT  0.99982776   -1 01 55.6
 AB4165
 AB4165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4165!SPC NE       -   0.99988050  x   0.99991125  =   0.99979176
 AB4165!UTM  14      -   0.99988050  x   0.99982776  =   0.99970828
 AB4165
 AB4165:                Primary Azimuth Mark                     Grid Az
 AB4165:SPC NE       -  MCK A                                    139 03 34.2
 AB4165:UTM  14      -  MCK A                                    139 41 42.2
 AB4165
 AB4165|---------------------------------------------------------------------|
 AB4165| PID    Reference Object                     Distance      Geod. Az  |
 AB4165|                                                           dddmmss.s |
 AB4165| AB4121 MCK A                               427.751 METERS 1383946.6 |
 AB4165|---------------------------------------------------------------------|
 AB4165
 AB4165                          SUPERSEDED SURVEY CONTROL
 AB4165
 AB4165  ELLIP H (09/17/98)  761.90   (m)                       GP(       ) 4 2
 AB4165
 AB4165.Superseded values are not recommended for survey control.
 AB4165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4165.See file dsdata.txt to determine how the superseded data were derived.
 AB4165
 AB4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6397852412(NAD 83)
 AB4165_MARKER: DD = SURVEY DISK
 AB4165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4165_SP_SET: APRON RUN UP PAD
 AB4165_STAMPING: MCK B2 1979
 AB4165_MARK LOGO: NOS   
 AB4165_PROJECTION: FLUSH
 AB4165_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4165+STABILITY: SURFACE MOTION
 AB4165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4165+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997
 AB4165
 AB4165  HISTORY     - Date     Condition        Report By
 AB4165  HISTORY     - 1979     MONUMENTED       NOS
 AB4165  HISTORY     - 19791014 GOOD             NGS
 AB4165  HISTORY     - 19950809 SEE DESCRIPTION  NGS
 AB4165  HISTORY     - 19970715 GOOD             NGS
 AB4165  HISTORY     - 19991103 MARK NOT FOUND   NGS
 AB4165
 AB4165                          STATION DESCRIPTION
 AB4165
 AB4165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AB4165'THE STATION IS LOCATED NEAR THE RWY 12 IN THE SW CORNER OF THE RUN-UP
 AB4165'PAD SET IN A DRILL HOLE.  IT IS 39.3 FT (12.0 M) SW OF A CORNER FORMED
 AB4165'BY THE TAPERING SECTION OF CONCRETE LEADING FROM THE RWY EDGE TO THE
 AB4165'SW SIDE OF THE RUN-UP PAD, 109.5 FT (33.4 M) SE OF THE NW CORNER OF
 AB4165'THE RUN-UP PAD.  THE STATION IS A STANDARD NOS DISK STAMPED MCK B2
 AB4165'1979.
 AB4165
 AB4165                          STATION RECOVERY (1995)
 AB4165
 AB4165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4165'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST-SOUTHWEST OF
 AB4165'INDIANOLA, 1.8 MI (2.9 KM) EAST OF MCCOOK, AT THE MCCOOK MUNICIPAL
 AB4165'AIRPORT AND NEAR THE APPROACH END OF RUNWAY 12 SET INTO THE SOUTHWEST
 AB4165'CORNER OF AN OLD RUN-UP PAD THAT IS NOW THE SOUTHEAST EDGE OF THE
 AB4165'CONNECTOR TAXIWAY.  OWNERSHIP--CITY OF MCCOOK, BOX 1059, MCCOOK NE
 AB4165'69001.  AIRPORT MANAGER IS JOHN CARTER, PHONE (308) 345-2022.  TO
 AB4165'REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6/34 AND 83 SOUTH
 AB4165'ON THE EAST SIDE OF MCCOOK, GO EAST ON US HIGHWAY 6/34 FOR 0.8 MI (1.3
 AB4165'KM) TO AIRPORT DRIVE ON THE LEFT, TURN LEFT AND GO NORTHERLY FOLLOWING
 AB4165'AIRPORT DRIVE FOR 0.6 MI (1.0 KM) TO A EMERGENCY AND FREIGHT SIGN AND
 AB4165'GATE TO THE RIGHT, TURN RIGHT AND GO SOUTHEAST ON A PAVED ROAD BETWEEN
 AB4165'TWO HANGARS FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN LEFT AND GO
 AB4165'NORTHEAST THEN RIGHT AND GO SOUTHEAST ON THE TAXIWAYS FOR 0.1 MI (0.2
 AB4165'KM) TO A T-JUNCTION WITH A PARALLEL TAXIWAY, TURN LEFT AND GO
 AB4165'NORTHEAST ON THE PARALLEL TAXIWAY FOR 0.2 MI (0.3 KM) TO A TAXIWAY
 AB4165'LEFT, TURN LEFT AND GO NORTHWEST ON THE PARALLEL TAXIWAY (D) FOR 0.3
 AB4165'MI (0.5 KM) TO A TAXIWAY TURN RIGHT, TURN RIGHT AND GO NORTHEAST ON
 AB4165'THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 AB4165'RIGHT, SET INTO THE SOUTHEAST EDGE OF THE CONCRETE TAXIWAY.  THE
 AB4165'STATION IS 223.8 FT (68.2 M) SOUTHWEST OF THE RUNWAY CENTER, 57.4 FT
 AB4165'(17.5 M) NORTHEAST OF A TAXIWAY LIGHT, 33.8 FT (10.3 M) WEST-SOUTHWEST
 AB4165'OF THE SOUTH END OF A VOR SIGN AND 14.6 FT (4.5 M) SOUTHEAST OF THE
 AB4165'TAXIWAY CENTER.  THIS STATION TO BE USED AS SACS.
 AB4165
 AB4165                          STATION RECOVERY (1997)
 AB4165
 AB4165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4165'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF MCCOOK AND 1.04 KM
 AB4165'(0.65 MI) NORTH OF US HIGHWAY 6 AND 34, AT THE MCCOOK MUNICIPAL
 AB4165'AIRPORT NEAR RUNWAY END 12 AND IN THE SW CORNER OF THE RUN-UP PAD, SET
 AB4165'IN A DRILL HOLE.  OWNERSHIP--CITY OF MCCOOK, AIRPORT MANANGER IS DAN
 AB4165'DEAN, BOX 1059, MCCOOK, NE.  69001.  PHONE NUMBER IS 308-345-2022.  TO
 AB4165'REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6, 34 AND 83 SOUTH
 AB4165'AT THE EAST END FO THE MCCOOK BUSINESS DISTRICT, GO EAST ON US HIGHWAY
 AB4165'6 AND 34 FOR 1.32 KM (0.80 MI) TO AIRPORT DRIVE ON THE LEFT.  TURN
 AB4165'LEFT AND GO NORTH ALONG AIRPORT DRIVE FOR 1.04 KM (0.65 MI) TO A PAVED
 AB4165'ROAD RIGHT LEADING TO THE RED WILLOW AVIATION BUILDING.  TURN RIGHT
 AB4165'AND GO SOUTHEAST ALONG A GRAVEL LANE BEWTEEN THE RED WILLOW AVIATION
 AB4165'BUILDING AND A HANGAR FOR .05 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT
 AB4165'AND GO NORTHEAST ALONG THE TAXIWAY FOR 0.26 KM (0.15 MI) TO THE
 AB4165'TERMINAL BUILDING ON THE LEFT.  TURN RIGHT AND GO EAST ACROSS AN APRON
 AB4165'FOR 0.08 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT AND GO NORTHWEST THEN
 AB4165'NORTHEASTERLY ALONG THE TAXIWAY TOWARD RUNWAY END 12.  THE STATION IS
 AB4165'LOCATED 33.4 M (109.6 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE
 AB4165'RUN-UP PAD AND 12.0 M (39.4 FT) SOUTHWEST FO THE CORNER FORMED BY THE
 AB4165'TAPERING SECTION OF CONCRETE LEADING FROM THE RUNWAY EDGE TO THE
 AB4165'SOUTHWEST SIDE OF THE RUN-UP PAD.
 AB4165
 AB4165                          STATION RECOVERY (1999)
 AB4165
 AB4165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AB4165'AIRPORT MANAGER STATED THE MARK WAS DESTROYED BY AIRPORT CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1023 ***********************************************************************
 LG1023  DESIGNATION -  MACH
 LG1023  PID         -  LG1023
 LG1023  STATE/COUNTY-  NE/PAWNEE
 LG1023  USGS QUAD   -  LIBERTY SE (1965)
 LG1023
 LG1023                         *CURRENT SURVEY CONTROL
 LG1023  ___________________________________________________________________
 LG1023* NAD 83(1995)-  40 06 35.55195(N)    096 16 03.09064(W)     ADJUSTED  
 LG1023* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 LG1023  ___________________________________________________________________
 LG1023  LAPLACE CORR-          -8.58  (seconds)                    DEFLEC99
 LG1023  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 LG1023
 LG1023  HORZ ORDER  -  FIRST
 LG1023
 LG1023.The horizontal coordinates were established by classical geodetic methods
 LG1023.and adjusted by the National Geodetic Survey in August 1997..
 LG1023
 LG1023.The orthometric height was scaled from a topographic map.
 LG1023
 LG1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1023
 LG1023.The geoid height was determined by GEOID03.
 LG1023
 LG1023;                    North         East     Units Scale Factor Converg.
 LG1023;SPC NE       -    37,573.513   818,104.916   MT  0.99995215   +2 28 24.6
 LG1023;SPC KS N     -   198,643.598   547,706.539   MT  1.00006931   +1 05 46.2
 LG1023;UTM  14      - 4,443,531.608   732,884.131   MT  1.00026770   +1 45 40.3
 LG1023
 LG1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1023!SPC NE       -   0.99993886  x   0.99995215  =   0.99989101
 LG1023!SPC KS N     -   0.99993886  x   1.00006931  =   1.00000817
 LG1023!UTM  14      -   0.99993886  x   1.00026770  =   1.00020654
 LG1023
 LG1023|---------------------------------------------------------------------|
 LG1023| PID    Reference Object                     Distance      Geod. Az  |
 LG1023|                                                           dddmmss.s |
 LG1023| CL7368 MACH RM 1                            40.078 METERS 03223     |
 LG1023| LG1015 PAWNEE CITY MUN STANDPIPE           APPROX. 9.7 KM 0855207.2 |
 LG1023| CL7370 MACH RM 3                            19.812 METERS 08852     |
 LG1023| CL7367 MACH AZ MK RESET                                   0935819.2 |
 LG1023| CL7369 MACH RM 2                            24.396 METERS 10801     |
 LG1023| CL7366 MACH AZ MK                                         2700314.7 |
 LG1023|---------------------------------------------------------------------|
 LG1023
 LG1023                          SUPERSEDED SURVEY CONTROL
 LG1023
 LG1023  NAD 83(1986)-  40 06 35.55988(N)    096 16 03.08696(W) AD(       ) 1
 LG1023  NAD 27      -  40 06 35.56200(N)    096 16 02.05000(W) AD(       ) 1
 LG1023
 LG1023.Superseded values are not recommended for survey control.
 LG1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1023.See file dsdata.txt to determine how the superseded data were derived.
 LG1023
 LG1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3288443532(NAD 83)
 LG1023_MARKER: DS = TRIANGULATION STATION DISK
 LG1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1023
 LG1023  HISTORY     - Date     Condition        Report By
 LG1023  HISTORY     - 1947     MONUMENTED       CGS
 LG1023  HISTORY     - 1959     GOOD             CGS
 LG1023
 LG1023                          STATION DESCRIPTION
 LG1023
 LG1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1023'THE STATION IS ABOUT 6 MILES WEST OF PAWNEE CITY, 5 MILES
 LG1023'SOUTHEAST OF BURCHARD, 64 FEET NORTH OF THE CENTER OF STATE
 LG1023'HIGHWAY 4, 51.5 FEET WEST OF THE CENTER OF FARM LANE, 16.5 FEET
 LG1023'EAST OF A NORTH-SOUTH FENCE, 15 FEET NORTH OF THE WEST END
 LG1023'OF A ROW OF EVERGREEN TREES AND 14 FEET EAST OF A 4 X 4 INCH
 LG1023'WITNESS POST.  IT IS STAMPED MACH 1947 AND IS SET FLUSH.
 LG1023'
 LG1023'REFERENCE MARK NO. 1 IS 22 FEET SOUTHWEST OF THE NORTHWEST
 LG1023'CORNER OF FARM HOME, 16 FEET EAST OF THE CENTER OF FARM LANE
 LG1023'AND 1 FOOT SOUTH OF A POWER AND LIGHT POLE.  IT IS STAMPED
 LG1023'MACH NO 1 1947 AND IS SET FLUSH.
 LG1023'
 LG1023'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE CENTER OF STATE
 LG1023'HIGHWAY 4, 25 FEET EAST OF THE CENTER OF FARM LANE AND 3 FEET
 LG1023'NORTH OF A POWER LINE POLE.  IT IS STAMPED MACH NO 2 1947
 LG1023'AND IS SET FLUSH.
 LG1023'
 LG1023'AZIMUTH MARK IS 49 FEET NORTH OF THE CENTER OF STATE HIGHWAY 4,
 LG1023'23 FEET NORTH OF A FENCE CORNER, 4 FEET SOUTH OF A 4 X 4
 LG1023'WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.  IT IS
 LG1023'STAMPED MACH 1947 AND PROJECTS 7 INCHES.
 LG1023'
 LG1023'TO REACH THE STATION FROM BURCHARD, GO SOUTH ON STATE HIGHWAY 4
 LG1023'FOR 2.5 MILES, CONTINUE ON STATE HIGHWAY 4, EAST, FOR 2.8 MILES
 LG1023'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, THEN FOLLOW
 LG1023'STATE HIGHWAY 4, EAST, FOR 0.6 MILE TO THE STATION ON THE LEFT.
 LG1023'
 LG1023'A 74 FOOT SIGNAL AT WILLIAMSON IS VISIBLE AT 15 FEET.
 LG1023'
 LG1023'A 74 FOOT SIGNAL AT ALLISON IS VISIBLE AT 37 FEET.
 LG1023'
 LG1023'A 74 FOOT SIGNAL AT SUMMERFIELD IS VISIBLE AT 37 FEET.
 LG1023'
 LG1023'A 74 FOOT SIGNAL AT BURCHARD IS VISIBLE FROM THE GROUND.
 LG1023'
 LG1023'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1023
 LG1023                          STATION RECOVERY (1959)
 LG1023
 LG1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG1023'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1023'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG STATE HIGHWAY 4
 LG1023'WILL DESTROY THE AZIMUTH MARK AND ONE REFERENCE MARK.  THEY
 LG1023'WERE MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 LG1023'
 LG1023'STATION IS LOCATED ABOUT 6 MILES WEST OF PAWNEE CITY, 5 MILES
 LG1023'EAST-SOUTHEAST OF BURCHARD, AND 4 AND 1/2 MILES EAST OF THE
 LG1023'JUNCTION OF STATE HIGHWAYS 4 AND 65, 63 FEET NORTH OF THE CENTER
 LG1023'OF STATE HIGHWAY 4, 43 FEET WEST OF THE WEST GATE POST AT
 LG1023'ENTRANCE TO FARM BUILDINGS, 16 FEET EAST OF A T- FENCE
 LG1023'INTERSECTION, AND 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 LG1023'FENCE AND A NEW WITNESS POST.  THE MARK IS FLUSH WITH THE
 LG1023'SURFACE OF THE GROUND AND THE DISK IS STAMPED MACH 1947.
 LG1023'
 LG1023'REFERENCE MARK NO. 1 IS 131.49 FEET NORTHEAST OF THE STATION,
 LG1023'22 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 LG1023'15 FEET NORTH OF A POWER POLE WITH A METER, 15 FEET NORTH OF
 LG1023'8-INCH ELM TREE, AND 11 FEET WEST OF THE WEST SIDE OF HOUSE.
 LG1023'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LG1023'MACH NO 1 1947.
 LG1023'
 LG1023'REFERENCE MARK NO. 3 IS 65.00 FEET EAST OF THE STATION, 64 FEET
 LG1023'NORTH OF THE CENTER OF STATE HIGHWAY 4, 7 FEET EAST OF THE EAST
 LG1023'GATE POST AT ENTRANCE TO FARM, AND 1 FOOT SOUTH OF FENCE.
 LG1023'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 LG1023'IS STAMPED MACH NO 3 1947.
 LG1023'
 LG1023'AZIMUTH MARK (RESET) IS 0.3 MILE EAST OF THE STATION, 60 FEET
 LG1023'SOUTH OF THE CENTER OF STATE HIGHWAY 4, 2 FEET WEST OF A
 LG1023'TELEPHONE POLE, AND 2 FEET EAST OF A NEW WITNESS POST.  THE
 LG1023'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MACH 1947
 LG1023'RESET 1959.
 LG1023'
 LG1023'TO REACH THE STATION FROM THE RAILROAD CROSSING IN BURCHARD,
 LG1023'GO SOUTH ON STATE HIGHWAYS 4 AND 65 FOR 2.5 MILES TO THE
 LG1023'JUNCTION OF THESE HIGHWAYS.  TURN LEFT AND GO EAST ON STATE
 LG1023'HIGHWAY 4 FOR 4.4 MILES TO THE STATION ON THE LEFT WITH FARM
 LG1023'BUILDINGS ON BOTH SIDES OF THE ROAD.  TO REACH THE AZIMUTH MARK
 LG1023'FROM THE STATION, GO EAST ON STATE HIGHWAY 4 FOR 0.3 MILE TO
 LG1023'THE AZIMUTH MARK ON THE RIGHT.
 LG1023'
 LG1023'NOTE- THERE IS A ROCK AND WOOD SCHOOLHOUSE WITH A BELL TOWER
 LG1023'OR CUPOLA ON THE SOUTH END OF THE ROOF WHICH IS ABOUT 0.7 MILE
 LG1023'WEST OF THE STATION.  THE HORIZONTAL ANGLE TO THIS BELL TOWER
 LG1023'WAS MEASURED AND IT COULD BE USED FOR AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0453 ***********************************************************************
 NM0453  DESIGNATION -  MACY
 NM0453  PID         -  NM0453
 NM0453  STATE/COUNTY-  NE/THURSTON
 NM0453  USGS QUAD   -  MACY (1966)
 NM0453
 NM0453                         *CURRENT SURVEY CONTROL
 NM0453  ___________________________________________________________________
 NM0453* NAD 83(1995)-  42 04 48.23351(N)    096 17 54.00310(W)     ADJUSTED  
 NM0453* NAVD 88     -       427.739  (meters)    1403.34   (feet)  ADJUSTED  
 NM0453  ___________________________________________________________________
 NM0453  LAPLACE CORR-          -8.12  (seconds)                    DEFLEC99
 NM0453  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 NM0453  DYNAMIC HT  -         427.591 (meters)    1402.85  (feet)  COMP
 NM0453  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 NM0453
 NM0453  HORZ ORDER  -  FIRST
 NM0453  VERT ORDER  -  SECOND    CLASS 0
 NM0453
 NM0453.The horizontal coordinates were established by classical geodetic methods
 NM0453.and adjusted by the National Geodetic Survey in August 1997..
 NM0453
 NM0453.The orthometric height was determined by differential leveling
 NM0453.and adjusted by the National Geodetic Survey in June 1991..
 NM0453
 NM0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM0453
 NM0453.The geoid height was determined by GEOID03.
 NM0453
 NM0453.The dynamic height is computed by dividing the NAVD 88
 NM0453.geopotential number by the normal gravity value computed on the
 NM0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0453.degrees latitude (g = 980.6199 gals.).
 NM0453
 NM0453.The modeled gravity was interpolated from observed gravity values.
 NM0453
 NM0453;                    North         East     Units Scale Factor Converg.
 NM0453;SPC NE       -   256,002.603   806,118.332   MT  0.99970876   +2 27 11.1
 NM0453;SPC IA N     - 1,068,263.571 1,268,489.577   MT  0.99999759   -1 53 47.6
 NM0453;UTM  14      - 4,662,198.110   723,473.408   MT  1.00021454   +1 48 40.7
 NM0453
 NM0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM0453!SPC NE       -   0.99993706  x   0.99970876  =   0.99964584
 NM0453!SPC IA N     -   0.99993706  x   0.99999759  =   0.99993465
 NM0453!UTM  14      -   0.99993706  x   1.00021454  =   1.00015158
 NM0453
 NM0453|---------------------------------------------------------------------|
 NM0453| PID    Reference Object                     Distance      Geod. Az  |
 NM0453|                                                           dddmmss.s |
 NM0453| NM0454 BLACK BIRD                            2.695 METERS 00149     |
 NM0453| NM1665 SLOAN MUNICIPAL TANK                APPROX.18.0 KM 0183322.0 |
 NM0453| NM1664 WHITING MUNICIPAL TANK              APPROX.13.4 KM 0670617.0 |
 NM0453| NM1662 ONAWA MUNICIPAL TANK                APPROX.17.8 KM 1085913.1 |
 NM0453| NM0455 MACY RM 1                            28.457 METERS 24700     |
 NM0453| CO4015 MACY AZ MK                                         2521950.2 |
 NM0453| NM0456 MACY RM 2                            44.894 METERS 33738     |
 NM0453|---------------------------------------------------------------------|
 NM0453
 NM0453                          SUPERSEDED SURVEY CONTROL
 NM0453
 NM0453  NAD 83(1986)-  42 04 48.23440(N)    096 17 53.99893(W) AD(       ) 1
 NM0453  NAD 27      -  42 04 48.27600(N)    096 17 52.90100(W) AD(       ) 1
 NM0453  NGVD 29 (??/??/92)  427.593  (m)         1402.86   (f) ADJ UNCH    2 0
 NM0453
 NM0453.Superseded values are not recommended for survey control.
 NM0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0453.See file dsdata.txt to determine how the superseded data were derived.
 NM0453
 NM0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2347362198(NAD 83)
 NM0453_MARKER: DS = TRIANGULATION STATION DISK
 NM0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0453_STAMPING: MACY 1934
 NM0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0453+STABILITY: SURFACE MOTION
 NM0453
 NM0453  HISTORY     - Date     Condition        Report By
 NM0453  HISTORY     - 1934     MONUMENTED       CGS
 NM0453  HISTORY     - 1947     GOOD             NGS
 NM0453  HISTORY     - 1948     GOOD             CGS
 NM0453  HISTORY     - 1950     GOOD             CGS
 NM0453  HISTORY     - 1961     GOOD             CGS
 NM0453  HISTORY     - 1961     GOOD             NGS
 NM0453
 NM0453                          STATION DESCRIPTION
 NM0453
 NM0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NM0453'STATION IS ABOUT 8 MILES NORTHWEST OF DECATUR, ABOUT 5 MILES
 NM0453'SOUTHEAST OF MACY, IN THE SOUTHWEST QUARTER OF SEC. 3, T. 24 N.,
 NM0453'R. 10 E., ON LAND OWNED BY CHARLIE GRANT, IN A CULTIVATED
 NM0453'FIELD ON THE HIGHEST POINT IN THE VICINITY, ABOUT 150 YARDS
 NM0453'NORTHEAST OF THE GRANT HOUSE, AND 2.710 METERS SOUTH OF A
 NM0453'MISSOURI RIVER COMMISSION STATION.  SURFACE AND UNDERGROUND
 NM0453'MARKS ARE SET AS DESCRIBED.
 NM0453'
 NM0453'TO REACH FROM DECATUR, GO WEST 0.1 MILE TO U.S. ROUTE 73 E,
 NM0453'THEN NORTH ON HIGHWAY 73 E FOR 6 MILES TO SOUTH END OF A
 NM0453'DEEP CUT, LEAVE HIGHWAY 73 E AND FOLLOW UNIMPROVED ROAD ABOUT
 NM0453'100 YARDS NORTH TO SECTION-LINE ROAD EAST.  HERE GO EAST
 NM0453'1.0 MILE, THEN NORTH ON UNIMPROVED ROAD ON EAST SIDE OF
 NM0453'FENCE 0.3 MILE, AND EAST THROUGH FIELD 50 YARDS TO STATION.
 NM0453'
 NM0453'REFERENCE MARK NO. 1 IS 28.46 METERS (93.4 FEET)
 NM0453'SOUTHWEST OF STATION IN FIELD.
 NM0453'
 NM0453'REFERENCE MARK NO. 2 IS 44.89 METERS (147.3 FEET)
 NM0453'NORTHWEST OF STATION, IN FIELD.
 NM0453'
 NM0453'REFERENCE MARKS COULD NOT BE MEASURED MORE ACCURATELY ON
 NM0453'ACCOUNT OF ROUGH GROUND.
 NM0453'
 NM0453'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTHWEST
 NM0453'OF STATION ON THE SOUTH SIDE OF A DIRT SECTION-LINE ROAD
 NM0453'28 FEET FROM CENTERLINE AND 3 FEET NORTH OF FENCE LINE.
 NM0453'
 NM0453'A MARK OF THE MISSOURI RIVER COMMISSION IS LOCATED 2.710
 NM0453'METERS (8.89 FEET) NORTH OF STATION.  IT IS A 4-INCH CAST-IRON
 NM0453'PIPE WITH A SCREW CAP AND MARKED M.R.C.  MARK FOUND IN GOOD
 NM0453'CONDITION.  A TIE WAS MADE TO THIS MARK AND DIRECTION OBTAINED.
 NM0453'
 NM0453'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 NM0453
 NM0453                          STATION RECOVERY (1947)
 NM0453
 NM0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 NM0453'7.4 MI NW FROM DECATUR.
 NM0453'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0453'DECATUR, THENCE NORTHWEST 6.0 MILES ALONG U.S. HIGHWAY NO. 73,
 NM0453'THENCE EAST 1.2 MILE ALONG A DIRT ROAD, THENCE NORTH 0.3 MILE
 NM0453'ALONG A FARM DRIVE, ABOUT 600.0 FEET NORTH-NORTHWEST OF THE
 NM0453'CHARLIE GRANT HOUSE, IN A CULTIVATED FIELD AND ON THE HIGHEST
 NM0453'GROUND IN THE VICINITY, 140.0 FEET SOUTHEAST OF A PRIVATE
 NM0453'CEMETERY, 9.0 FEET SOUTH OF A MO.R.C. MARK, 1.0 FOOT NORTH OF
 NM0453'A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0453'PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- MARK IS 1.2 MILES ALONG
 NM0453'A DIRT ROAD TO A MICRO-WAVE TOWER ON THE RIGHT.
 NM0453
 NM0453                          STATION RECOVERY (1948)
 NM0453
 NM0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM0453'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934
 NM0453'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO
 NM0453'REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE
 NM0453'DISTANCE TO THE AZIMUTH MARK IS APPROXIMATELY 1.3 MILES
 NM0453'INSTEAD OF 1.0 MILE.  THE DISTANCE TO THE MRC STATION MARK
 NM0453'HAS CHANGED.  THIS MARK HAS BEEN STRUCK BY A TRACTOR OR A
 NM0453'PLOW AND HAS BEEN MOVED TO A SLIGHT LEANING POSITION, AND
 NM0453'IS LOOSE IN THE GROUND.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 NM0453'
 NM0453'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH-NORTHWEST OF
 NM0453'DACATUR, ABOUT 3-1/2 MILES SOUTHEAST OF MACY, ON THE HIGHEST
 NM0453'PART OF A CULTIVATED FIELD OVERLOOKING THE MISSOURI RIVER
 NM0453'VALLEY.  IT IS ABOUT 150 YARDS NORTHWEST OF A SMALL WHITE
 NM0453'HOUSE, AND 95 FEET SOUTHEAST OF A SMALL BURIAL PLOT.  THE
 NM0453'DISK IS STAMPED MACY 1934 AND PROJECTS 5 INCHES.
 NM0453'
 NM0453'REFERENCE MARK NO. 1 IS 93.36 FEET WEST OF THE STATION, ON
 NM0453'THE WEST SLOPE OF THE HILL.  THE DISK IS STAMPED MACY NO
 NM0453'1 1934 AND PROJECTS 6 INCHES.
 NM0453'
 NM0453'REFERENCE MARK NO. 2 IS 147.29 FEET NORTHWEST OF THE STATION,
 NM0453'AND 13 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BURIAL
 NM0453'PLOT.  THE DISK IS STAMPED MACY NO 2 1934 AND PROJECTS 6
 NM0453'INCHES.
 NM0453'
 NM0453'THE MRC STATION MARK IS 08.789 FEET NORTH OF THE STATION.
 NM0453'IT IS A STANDARD MRC STATION DISK SET ON THE TOP OF A 4
 NM0453'INCH IRON PIPE AND PROJECTS 4 INCHES.  IT IS NOT STAMPED.
 NM0453'
 NM0453'THE AZIMUTH MARK IS ABOUT 1.3 MILES WEST-SOUTHWEST OF THE
 NM0453'STATION, 0.05 MILE EAST OF U.S. HIGHWAY 73E, 40 YARDS NORTHWEST
 NM0453'OF THE CENTERLINE OF A DIRT ROAD, AND 3 FEET SOUTH OF A
 NM0453'WITNESS POST.  THE DISK IS STAMPED MACY AZI 1934 AND PROJECTS
 NM0453'1 FOOT.
 NM0453'
 NM0453'TO REACH THE STATION FROM THE POST OFFICE IN DECATUR, GO
 NM0453'WEST FOR 0.1 MILE TO U.S. HIGHWAY 73E.  TURN RIGHT AND FOLLOW
 NM0453'HIGHWAY FOR 6.0 MILES TO A SIDE ROAD RIGHT, AT THE SOUTH
 NM0453'END OF A DEEP CUT.  TURN RIGHT FOR 0.05 MILE TO THE AZIMUTH
 NM0453'MARK ON THE LEFT AS DESCRIBED.  CONTINUE EAST ON THE DIRT
 NM0453'ROAD FOR 1.35 MILES TO A DESERTED HOUSE ON THE LEFT.  TURN
 NM0453'LEFT, PASS TO THE LEFT OF THE BARN AND HOUSE AND FOLLOW
 NM0453'A FIELD ROAD NORTH FOR 0.2 MILE TO THE TOP OF THE HILL AND
 NM0453'THE WHITE HOUSE ON THE RIGHT.  TURN LEFT AND FOLLOW THE TRACK
 NM0453'ROAD NORTHWEST ALONG THE TOP OF THE RIDGE TO THE STATION
 NM0453'AS DESCRIBED.
 NM0453'
 NM0453'A 74 FOOT SIGNAL AT 392 (MRC) IS VISIBLE FROM THE GROUND.
 NM0453'
 NM0453'A 100 FOOT SIGNAL AT SLOAN IS VISIBLE FROM THE GROUND.
 NM0453'
 NM0453'AN 87 FOOT SIGNAL AT FAIRVIEW IS VISIBLE FROM THE GROUND.
 NM0453'
 NM0453'A 100 FOOT SIGNAL AT WHITING IS VISIBLE FROM THE GROUND.
 NM0453'
 NM0453'A 100 FOOT SIGNAL AT ONAWA 1934 IS VISIBLE FROM THE GROUND.
 NM0453'
 NM0453'A 100 FOOT SIGNAL AT CLARK IS VISIBLE FROM THE GROUND.
 NM0453'
 NM0453'AN 8 FOOT SIGNAL AT 388 (USED) IS VISIBLE FROM THE GROUND.
 NM0453'
 NM0453'A 74 FOOT SIGNAL AT SAND 1934 IS VISIBLE FROM THE GROUND.
 NM0453
 NM0453                          STATION RECOVERY (1950)
 NM0453
 NM0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 NM0453'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NM0453'FOUND IN GOOD CONDITION.
 NM0453
 NM0453                          STATION RECOVERY (1961)
 NM0453
 NM0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 NM0453'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NM0453'FOUND IN GOOD CONDITION.  A NEW REVISED TO REACH DESCRIPTION
 NM0453'FOLLOWS.
 NM0453'
 NM0453'TO REACH THE STATION FROM THE POST OFFICE IN DECATUR, GO
 NM0453'WEST FOR 0.1 MILE TO U.S. HIGHWAY 73.  TURN RIGHT AND GO
 NM0453'NORTH-NORTHWEST OF U.S. HIGHWAY 73 FOR 6.0 MILES TO A SIDE
 NM0453'ROAD RIGHT AT THE SOUTH END OF A DEEP CUT.  TURN RIGHT ON
 NM0453'SIDE ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT
 NM0453'AS DESCRIBED.  CONTINUE EAST ON SIDE ROAD FOR 1.2 MILES
 NM0453'TO A MICRO-WAVE RELAY TOWER ON THE RIGHT AND A FIELD ROAD
 NM0453'LEFT.  TURN LEFT AND FOLLOW THE FIELD ROAD NORTH FOR 0.3
 NM0453'MILE TO A HOUSE.  PASS AROUND THE HOUSE ON THE EAST AND THE
 NM0453'NORTH AND FOLLOW ALONG TOP OF HILL NORTHWEST FOR 200 YARDS
 NM0453'TO A SMALL BURIAL PLOT AND THE STATION AS DESCRIBED.
 NM0453
 NM0453                          STATION RECOVERY (1961)
 NM0453
 NM0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NM0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0455 ***********************************************************************
 NM0455  DESIGNATION -  MACY RM 1
 NM0455  PID         -  NM0455
 NM0455  STATE/COUNTY-  NE/THURSTON
 NM0455  USGS QUAD   -  MACY (1966)
 NM0455
 NM0455                         *CURRENT SURVEY CONTROL
 NM0455  ___________________________________________________________________
 NM0455* NAD 83(1986)-  42 04 48.     (N)    096 17 53.     (W)     SCALED    
 NM0455* NAVD 88     -       426.673  (meters)    1399.84   (feet)  ADJUSTED  
 NM0455  ___________________________________________________________________
 NM0455  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 NM0455  DYNAMIC HT  -         426.525 (meters)    1399.36  (feet)  COMP
 NM0455  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 NM0455
 NM0455  VERT ORDER  -  SECOND    CLASS 0
 NM0455
 NM0455.The horizontal coordinates were scaled from a topographic map and have
 NM0455.an estimated accuracy of +/- 6 seconds.
 NM0455
 NM0455.The orthometric height was determined by differential leveling
 NM0455.and adjusted by the National Geodetic Survey in June 1991..
 NM0455
 NM0455.The geoid height was determined by GEOID03.
 NM0455
 NM0455.The dynamic height is computed by dividing the NAVD 88
 NM0455.geopotential number by the normal gravity value computed on the
 NM0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0455.degrees latitude (g = 980.6199 gals.).
 NM0455
 NM0455.The modeled gravity was interpolated from observed gravity values.
 NM0455
 NM0455;                    North         East    Units  Estimated Accuracy
 NM0455;SPC NE       -   256,000.      806,140.      MT  (+/- 180 meters Scaled)
 NM0455
 NM0455                          SUPERSEDED SURVEY CONTROL
 NM0455
 NM0455  NGVD 29 (??/??/92)  426.526  (m)         1399.36   (f) ADJ UNCH    2 0
 NM0455
 NM0455.Superseded values are not recommended for survey control.
 NM0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0455.See file dsdata.txt to determine how the superseded data were derived.
 NM0455
 NM0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM234621(NAD 83)
 NM0455_MARKER: DR = REFERENCE MARK DISK
 NM0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0455_STAMPING: NO 1 1934
 NM0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0455+STABILITY: SURFACE MOTION
 NM0455
 NM0455  HISTORY     - Date     Condition        Report By
 NM0455  HISTORY     - 1934     MONUMENTED       CGS
 NM0455  HISTORY     - 1947     GOOD             NGS
 NM0455  HISTORY     - 1961     GOOD             NGS
 NM0455
 NM0455                          STATION DESCRIPTION
 NM0455
 NM0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM0455'7.4 MI NW FROM DECATUR.
 NM0455'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0455'DECATUR, THENCE NORTHWEST 6.0 MILES ALONG U.S. HIGHWAY NO. 73,
 NM0455'THENCE EAST 1.2 MILE ALONG A DIRT ROAD, THENCE NORTH 0.3 MILE
 NM0455'ALONG A FARM DRIVE, ABOUT 650.0 FEET NORTHWEST OF THE CHARLIE
 NM0455'GRANT HOUSE, IN A CULTIVATED FIELD, 190.0 FEET SOUTH OF A SMALL
 NM0455'PRIVATE CEMETERY, 93.4 FEET SOUTHWEST OF THE STATION, 1.0 FOOT
 NM0455'NORTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A
 NM0455'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 NM0455
 NM0455                          STATION RECOVERY (1961)
 NM0455
 NM0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NM0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0456 ***********************************************************************
 NM0456  DESIGNATION -  MACY RM 2
 NM0456  PID         -  NM0456
 NM0456  STATE/COUNTY-  NE/THURSTON
 NM0456  USGS QUAD   -  MACY (1966)
 NM0456
 NM0456                         *CURRENT SURVEY CONTROL
 NM0456  ___________________________________________________________________
 NM0456* NAD 83(1986)-  42 04 48.     (N)    096 17 53.     (W)     SCALED    
 NM0456* NAVD 88     -       426.993  (meters)    1400.89   (feet)  ADJUSTED  
 NM0456  ___________________________________________________________________
 NM0456  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 NM0456  DYNAMIC HT  -         426.845 (meters)    1400.41  (feet)  COMP
 NM0456  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 NM0456
 NM0456  VERT ORDER  -  SECOND    CLASS 0
 NM0456
 NM0456.The horizontal coordinates were scaled from a topographic map and have
 NM0456.an estimated accuracy of +/- 6 seconds.
 NM0456
 NM0456.The orthometric height was determined by differential leveling
 NM0456.and adjusted by the National Geodetic Survey in June 1991..
 NM0456
 NM0456.The geoid height was determined by GEOID03.
 NM0456
 NM0456.The dynamic height is computed by dividing the NAVD 88
 NM0456.geopotential number by the normal gravity value computed on the
 NM0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0456.degrees latitude (g = 980.6199 gals.).
 NM0456
 NM0456.The modeled gravity was interpolated from observed gravity values.
 NM0456
 NM0456;                    North         East    Units  Estimated Accuracy
 NM0456;SPC NE       -   256,000.      806,140.      MT  (+/- 180 meters Scaled)
 NM0456
 NM0456                          SUPERSEDED SURVEY CONTROL
 NM0456
 NM0456  NGVD 29 (??/??/92)  426.846  (m)         1400.41   (f) ADJ UNCH    2 0
 NM0456
 NM0456.Superseded values are not recommended for survey control.
 NM0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0456.See file dsdata.txt to determine how the superseded data were derived.
 NM0456
 NM0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM234621(NAD 83)
 NM0456_MARKER: DR = REFERENCE MARK DISK
 NM0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0456_STAMPING: NO 2 1934
 NM0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0456+STABILITY: SURFACE MOTION
 NM0456
 NM0456  HISTORY     - Date     Condition        Report By
 NM0456  HISTORY     - 1934     MONUMENTED       CGS
 NM0456  HISTORY     - 1947     GOOD             NGS
 NM0456  HISTORY     - 1961     GOOD             NGS
 NM0456
 NM0456                          STATION DESCRIPTION
 NM0456
 NM0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM0456'7.4 MI NW FROM DECATUR.
 NM0456'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0456'DECATUR, THENCE NORTHWEST 6.0 MILES ALONG U.S. HIGHWAY NO. 73,
 NM0456'THENCE EAST 1.2 MILE ALONG A DIRT ROAD, THENCE NORTH 0.3 MILE
 NM0456'ALONG A FARM DRIVE, ABOUT 750.0 FEET NORTH-NORTHWEST OF THE
 NM0456'CHARLIE GRANT HOUSE, IN A CULTIVATED FIELD AND AT THE WEST EDGE
 NM0456'OF A SMALL PRIVATE CEMETERY, ON THE HIGHEST RIDGE OF GROUND IN
 NM0456'THE VICINITY, 147.3 FEET NORTHWEST OF THE STATION, 2.0 FEET
 NM0456'SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A
 NM0456'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 NM0456
 NM0456                          STATION RECOVERY (1961)
 NM0456
 NM0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NM0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1205 ***********************************************************************
 LH1205  DESIGNATION -  MADDEN
 LH1205  PID         -  LH1205
 LH1205  STATE/COUNTY-  NE/KEARNEY
 LH1205  USGS QUAD   -  CAMPBELL (1969)
 LH1205
 LH1205                         *CURRENT SURVEY CONTROL
 LH1205  ___________________________________________________________________
 LH1205* NAD 83(1995)-  40 21 07.46327(N)    098 43 53.83694(W)     ADJUSTED  
 LH1205* NAVD 88     -       649.     (meters)    2129.     (feet)  SCALED    
 LH1205  ___________________________________________________________________
 LH1205  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 LH1205  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 LH1205
 LH1205  HORZ ORDER  -  SECOND
 LH1205
 LH1205.The horizontal coordinates were established by classical geodetic methods
 LH1205.and adjusted by the National Geodetic Survey in August 1997..
 LH1205
 LH1205.The orthometric height was scaled from a topographic map.
 LH1205
 LH1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1205
 LH1205.The geoid height was determined by GEOID03.
 LH1205
 LH1205;                    North         East     Units Scale Factor Converg.
 LH1205;SPC NE       -    58,387.127   607,734.404   MT  0.99985936   +0 50 26.0
 LH1205;UTM  14      - 4,466,869.645   522,790.644   MT  0.99960639   +0 10 25.6
 LH1205
 LH1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1205!SPC NE       -   0.99990216  x   0.99985936  =   0.99976153
 LH1205!UTM  14      -   0.99990216  x   0.99960639  =   0.99950859
 LH1205
 LH1205                          SUPERSEDED SURVEY CONTROL
 LH1205
 LH1205  NAD 83(1986)-  40 21 07.46982(N)    098 43 53.83675(W) AD(       ) 2
 LH1205  NAD 27      -  40 21 07.41800(N)    098 43 52.57400(W) AD(       ) 2
 LH1205
 LH1205.Superseded values are not recommended for survey control.
 LH1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1205.See file dsdata.txt to determine how the superseded data were derived.
 LH1205
 LH1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2279166870(NAD 83)
 LH1205_MARKER: N = NAIL
 LH1205_SETTING: 0 = UNSPECIFIED SETTING
 LH1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1205
 LH1205  HISTORY     - Date     Condition        Report By
 LH1205  HISTORY     - 1898     MONUMENTED       CGS
 LH1205  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LH1205  HISTORY     - 1935     MARK NOT FOUND   CGS
 LH1205  HISTORY     - 1950     SEE DESCRIPTION  CGS
 LH1205
 LH1205                          STATION DESCRIPTION
 LH1205
 LH1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1205'THIS STATION IS IN THE SE. 1/4 SEC. 36, T. 5 N., R. 13 W., ON
 LH1205'THE LINE OF AN EAST AND WEST WIRE FENCE, AND IS ABOUT 500 FEET
 LH1205'NORTH AND 500 FEET EAST OF THE SOUTH CENTER OF SEC. 36, ON LAND
 LH1205'OWNED AND OCCUPIED BY ROBERT MADDEN.  THE SURFACE MARK IS A
 LH1205'PINE STUB 4 INCHES SQUARE, 20 INCHES LONG, WITH A NAIL IN ITS
 LH1205'TOP MARKING ITS EXACT CENTER.  THE UNDERGROUND MARK IS A STONE
 LH1205'JUG TOP BURIED 2 FEET BELOW THE SURFACE.
 LH1205
 LH1205                          STATION RECOVERY (1935)
 LH1205
 LH1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1205'THE MARK WAS SITUATED IN THE SOUTHWEST-QUARTER OF SE. 1/4 OF
 LH1205'SEC. 36, T. 5 N., R. 13 W., ON LAND NOW OWNED BY AUGUST LUTKAMEYER,
 LH1205'WHO LIVES IN CAMPBELL.  THERE IS NO EVIDENCE OF THE SURFACE
 LH1205'MARK.  MEASUREMENTS 550 FEET NORTH AND 500 FEET EAST OF THE
 LH1205'SOUTH 1/4 CORNER OF SECTION 36, WERE MADE AND A HOLE 5 FEET IN
 LH1205'DIAMETER AND 3 FEET DEEP WAS DUG, BUT THE UNDERGROUND MARK WAS
 LH1205'NOT RECOVERED.  MR. LUTKAMEYER REMEMBERED THE EXISTENCE OF
 LH1205'THE STATION BUT STATED THAT ALL SURFACE EVIDENCE HAS LONG AGO
 LH1205'DISAPPEARED.  THE GROUND HAS BEEN CULTIVATED FOR MANY YEARS.
 LH1205
 LH1205                          STATION RECOVERY (1935)
 LH1205
 LH1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 LH1205'STATION WAS NOT RECOVERED.  THE DISTANCES WERE MEASURED FROM
 LH1205'THE SOUTH QUARTER CORNER OF SECTION 36, AND SOME PRODDING DONE
 LH1205'TO LOCATE UNDERGROUND MARK.  GROUND WAS DUG WHEREVER SOME SLIGHT
 LH1205'EVIDENCES OF HARD OBJECTS WERE STRUCK WITH THE PRODDING ROD.
 LH1205'THE MARK WAS NOT FOUND.  THE OWNER OF THE PROPERTY REMEMBERED
 LH1205'THAT THERE WAS A MARK IN THE CULTIVATED FIELD WHERE MR. MADDEN
 LH1205'LIVED ON THE PROPERTY BUT NO REFERENCES WERE LEFT, AND THE
 LH1205'STATION SITE COULD NOT BE DEFINITELY LOCATED.  IT IS THOUGHT
 LH1205'THAT THE ORIGINAL STATION MARK, A JUG 2 FEET UNDER GROUND, IS
 LH1205'STILL IN ITS ORIGINAL POSITION BUT IT CAN ONLY BE
 LH1205'LOCATED BY EXTENSIVE DIGGING OR ANOTHER STATION LOCATED
 LH1205'AND DETERMINED.
 LH1205
 LH1205                          STATION RECOVERY (1950)
 LH1205
 LH1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 LH1205'STATION LOCATION IS IN A PLOWED FIELD, MEASUREMENT OF 500 FEET
 LH1205'EAST AND 500 FEET NORTH OF APPROXIMATELY CENTER OF THE ROAD AT
 LH1205'THE 1/2 SECTION LINE WAS MADE, AND SOME PRODDING WAS DONE WITH
 LH1205'BAR, AND THE MARK WAS NOT LOCATED, IT IS REASONABLE TO BELIEVE
 LH1205'THAT THE UNDERGROUND MARK IS IN ITS ORIGINAL LOCATION, AND
 LH1205'CAN BE FOUND BY EXTENSIVE DIGGING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1855 ***********************************************************************
 MK1855  DESIGNATION -  MADISON STANDPIPE
 MK1855  PID         -  MK1855
 MK1855  STATE/COUNTY-  NE/MADISON
 MK1855  USGS QUAD   -  MADISON (1976)
 MK1855
 MK1855                         *CURRENT SURVEY CONTROL
 MK1855  ___________________________________________________________________
 MK1855* NAD 83(1995)-  41 49 22.85201(N)    097 27 27.62888(W)     ADJUSTED  
 MK1855* NAVD 88     -                                                        
 MK1855  ___________________________________________________________________
 MK1855  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 MK1855  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 MK1855
 MK1855  HORZ ORDER  -  THIRD
 MK1855
 MK1855.The horizontal coordinates were established by classical geodetic methods
 MK1855.and adjusted by the National Geodetic Survey in August 1997..
 MK1855
 MK1855
 MK1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1855
 MK1855.The geoid height was determined by GEOID03.
 MK1855
 MK1855;                    North         East     Units Scale Factor Converg.
 MK1855;SPC NE       -   224,010.327   711,116.936   MT  0.99967388   +1 41 05.2
 MK1855;UTM  14      - 4,631,275.766   628,086.790   MT  0.99980189   +1 01 43.0
 MK1855
 MK1855                          SUPERSEDED SURVEY CONTROL
 MK1855
 MK1855  NAD 83(1986)-  41 49 22.86072(N)    097 27 27.63308(W) AD(       ) 4
 MK1855  NAD 27      -  41 49 22.84000(N)    097 27 26.46000(W) AD(       ) 3
 MK1855
 MK1855.Superseded values are not recommended for survey control.
 MK1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1855.See file dsdata.txt to determine how the superseded data were derived.
 MK1855
 MK1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2808731276(NAD 83)
 MK1855_MARKER: 52 = STANDPIPE TANK
 MK1855
 MK1855  HISTORY     - Date     Condition        Report By
 MK1855  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1855
 MK1855                          STATION DESCRIPTION
 MK1855
 MK1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1855'POINT SIGHTED UPON WAS THE CENTER OF THE MUNICIPAL STANDPIPE
 MK1855'LOCATED ON A HILL IN THE SOUTHWEST CORNER OF THE TOWN OF MADISON.
 MK1855'STANDPIPE IS 50 FEET HIGH.
 MK1855'
 MK1855'OBSERVED UPON FROM STATIONS WHITE AND HUNT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0299 ***********************************************************************
 LJ0299  DESIGNATION -  MAG STA
 LJ0299  PID         -  LJ0299
 LJ0299  STATE/COUNTY-  NE/CHASE
 LJ0299  USGS QUAD   -  IMPERIAL (1973)
 LJ0299
 LJ0299                         *CURRENT SURVEY CONTROL
 LJ0299  ___________________________________________________________________
 LJ0299* NAD 83(1986)-  40 31 15.     (N)    101 38 36.     (W)     SCALED    
 LJ0299* NAVD 88     -      1000.815  (meters)    3283.51   (feet)  ADJUSTED  
 LJ0299  ___________________________________________________________________
 LJ0299  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 LJ0299  DYNAMIC HT  -        1000.133 (meters)    3281.27  (feet)  COMP
 LJ0299  MODELED GRAV-     979,909.5   (mgal)                       NAVD 88
 LJ0299
 LJ0299  VERT ORDER  -  SECOND    CLASS 0
 LJ0299
 LJ0299.The horizontal coordinates were scaled from a topographic map and have
 LJ0299.an estimated accuracy of +/- 6 seconds.
 LJ0299
 LJ0299.The orthometric height was determined by differential leveling
 LJ0299.and adjusted by the National Geodetic Survey in June 1991..
 LJ0299
 LJ0299.The geoid height was determined by GEOID03.
 LJ0299
 LJ0299.The dynamic height is computed by dividing the NAVD 88
 LJ0299.geopotential number by the normal gravity value computed on the
 LJ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0299.degrees latitude (g = 980.6199 gals.).
 LJ0299
 LJ0299.The modeled gravity was interpolated from observed gravity values.
 LJ0299
 LJ0299;                    North         East    Units  Estimated Accuracy
 LJ0299;SPC NE       -    77,660.      360,780.      MT  (+/- 180 meters Scaled)
 LJ0299
 LJ0299                          SUPERSEDED SURVEY CONTROL
 LJ0299
 LJ0299  NGVD 29 (??/??/92) 1000.417  (m)         3282.20   (f) ADJ UNCH    2 0
 LJ0299
 LJ0299.Superseded values are not recommended for survey control.
 LJ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0299.See file dsdata.txt to determine how the superseded data were derived.
 LJ0299
 LJ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK760889(NAD 83)
 LJ0299_MARKER: DB = BENCH MARK DISK
 LJ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0299_SP_SET: STONE POST
 LJ0299_MARK LOGO: CGS   
 LJ0299_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0299+STABILITY: SURFACE MOTION
 LJ0299
 LJ0299  HISTORY     - Date     Condition        Report By
 LJ0299  HISTORY     - UNK      MONUMENTED       CGS
 LJ0299  HISTORY     - 1934     GOOD             NGS
 LJ0299  HISTORY     - 19980108 GOOD             LOCSUR
 LJ0299
 LJ0299                          STATION DESCRIPTION
 LJ0299
 LJ0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LJ0299'AT IMPERIAL.
 LJ0299'AT IMPERIAL, IN PARK ON NORTH SIDE OF CHASE COUNTY COURTHOUSE,
 LJ0299'96 FEET NORTH OF COURTHOUSE, 24 FEET SOUTH OF CENTERLINE OF
 LJ0299'SIDEWALK.  33 FEET EAST OF CENTERLINE OF CINDER DRIVE TO NORTH
 LJ0299'SIDE OF COURT HOUSE.  5 INCHES ABOVE GROUND.
 LJ0299
 LJ0299                          STATION RECOVERY (1998)
 LJ0299
 LJ0299'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998 (MSA)
 LJ0299'STATION IS LOCATED AT THE CHASE COUNTY COURTHOUSE IN IMPERIAL, IN THE
 LJ0299'NORTHEAST PART OF THE COURTHOUSE GROUNDS, 1.0 FOOT (0.3 M) EAST OF THE
 LJ0299'EAST EDGE OF A PARKING LOT, 22.5 FEET (6.9 M) SOUTH OF THE SOUTH EDGE
 LJ0299'OF A SIDEWALK, 36 FEET (11.0 M) SOUTH OF A CURB, 101 FEET (30.8 M)
 LJ0299'NORTH OF THE NORTH FACE OF THE COURTHOUSE BUILDING, 10 FEET (3.0 M)
 LJ0299'EAST OF THE EAST FACE OF THE COURTHOUSE BUILDING.  STATION IS FLUSH
 LJ0299'WITH THE GRASS AND IS A LIMESTONE 6 INCHES SQUARE WITH A DRILL HOLE IN
 LJ0299'THE CENTER SURROUNDED BY THE LETTERS USCGS 1902.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0466 ***********************************************************************
 MM0466  DESIGNATION -  MAJOR
 MM0466  PID         -  MM0466
 MM0466  STATE/COUNTY-  NE/KEITH
 MM0466  USGS QUAD   -  BIG BALD HILL (1972)
 MM0466
 MM0466                         *CURRENT SURVEY CONTROL
 MM0466  ___________________________________________________________________
 MM0466* NAD 83(1995)-  41 21 15.16223(N)    101 24 00.88002(W)     ADJUSTED  
 MM0466* NAVD 88     -      1036.     (meters)    3399.     (feet)  SCALED    
 MM0466  ___________________________________________________________________
 MM0466  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 MM0466  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 MM0466
 MM0466  HORZ ORDER  -  FIRST
 MM0466
 MM0466.The horizontal coordinates were established by classical geodetic methods
 MM0466.and adjusted by the National Geodetic Survey in August 1997..
 MM0466
 MM0466.The orthometric height was scaled from a topographic map.
 MM0466
 MM0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0466
 MM0466.The geoid height was determined by GEOID03.
 MM0466
 MM0466;                    North         East     Units Scale Factor Converg.
 MM0466;SPC NE       -   169,804.533   382,867.846   MT  0.99966208   -0 55 40.6
 MM0466;UTM  14      - 4,580,858.769   299,212.755   MT  1.00009618   -1 35 11.0
 MM0466
 MM0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0466!SPC NE       -   0.99984077  x   0.99966208  =   0.99950290
 MM0466!UTM  14      -   0.99984077  x   1.00009618  =   0.99993693
 MM0466
 MM0466:                Primary Azimuth Mark                     Grid Az
 MM0466:SPC NE       -  MAJOR RM 1 AZIMUTH                       126 22 19.7
 MM0466:UTM  14      -  MAJOR RM 1 AZIMUTH                       127 01 50.1
 MM0466
 MM0466|---------------------------------------------------------------------|
 MM0466| PID    Reference Object                     Distance      Geod. Az  |
 MM0466|                                                           dddmmss.s |
 MM0466| CP7691 MAJOR RM 1 AZIMUTH                                 1252639.1 |
 MM0466| CP7692 MAJOR RM 2                           17.944 METERS 24821     |
 MM0466| CP7693 MAJOR RM 3                           97.262 METERS 34752     |
 MM0466|---------------------------------------------------------------------|
 MM0466
 MM0466                          SUPERSEDED SURVEY CONTROL
 MM0466
 MM0466  NAD 83(1986)-  41 21 15.16496(N)    101 24 00.88695(W) AD(       ) 1
 MM0466  NAD 27      -  41 21 15.20200(N)    101 23 59.27800(W) AD(       ) 1
 MM0466
 MM0466.Superseded values are not recommended for survey control.
 MM0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0466.See file dsdata.txt to determine how the superseded data were derived.
 MM0466
 MM0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL9921380859(NAD 83)
 MM0466_MARKER: DS = TRIANGULATION STATION DISK
 MM0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0466
 MM0466  HISTORY     - Date     Condition        Report By
 MM0466  HISTORY     - 1933     MONUMENTED       CGS
 MM0466  HISTORY     - 1946     GOOD             CGS
 MM0466
 MM0466                          STATION DESCRIPTION
 MM0466
 MM0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0466'ABOUT 16 MILES NORTH AND 2 MILES WEST OF PAXTON, IN SOUTHWEST
 MM0466'QUARTER SEC. 13, T. 16 N., R. 36 W., IN PASTURE OWNED BY JOHN
 MM0466'MAJOR AND RENTED BY GEO. TRIDEL, BOTH OF PAXTON.
 MM0466'
 MM0466'REACHED FROM PAXTON BY FOLLOWING MAIN STREET NORTH 4 MILES TO
 MM0466'NORTH PLATTE RIVER BRIDGE.  CONTINUE STRAIGHT NORTH ON WELL-TRAVELED
 MM0466'SANDY ROAD 7.0 MILES, THENCE WEST 1.0 MILE, THENCE NORTH 4.8
 MM0466'MILES TO RANCH ON LEFT SIDE OF ROAD.  TURN WEST ON SAND TRAIL
 MM0466'SOUTH OF HOUSE AND FOLLOW WEST 1.0 MILE TO GATE, CONTINUE WEST
 MM0466'THROUGH GATE 100 YARDS AND TURN NORTH ON TRAIL 0.3 MILE TO GATE
 MM0466'INTO LANE.  TAKE DOWN FENCE EAST OF LANE AND DRIVE NORTHEAST
 MM0466'0.5 MILE TO STATION.  STATION IS ON HIGHEST POINT OF ROUNDED
 MM0466'SAND HILL.  MARK SET 4 INCHES ABOVE GROUND.
 MM0466'
 MM0466'REFERENCE MARK NO. 1 IS SOUTHEAST BY EAST OF STATION.
 MM0466'
 MM0466'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION.
 MM0466'
 MM0466'REFERENCE MARK NO. 3 IS WEST-NORTHWEST OF STATION.
 MM0466'
 MM0466'ALL MARKS SET 4 INCHES ABOVE GROUND.
 MM0466'
 MM0466'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.13 METERS.
 MM0466
 MM0466                          STATION RECOVERY (1946)
 MM0466
 MM0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0466'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED ALL MARKS WERE
 MM0466'FOUND TO BE IN GOOD CONDITION.  THE MEASUREMENTS TO R.M. NO.
 MM0466'2 AND 3 WERE FOUND TO BOTH BE 0.1 FOOT SHORTER THAN THAT MEASURED
 MM0466'IN 1933.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MM0466'
 MM0466'LOCATED ABOUT 16 MILES NORTH-NORTHWEST OF PAXTON AND ABOUT 15
 MM0466'MILES, AIRLINE, SOUTH-SOUTHWEST OF FLATS POST OFFICE, ON THE
 MM0466'HIGHEST POINT OF A GRASS-COVERED SAND HILL IN PASTURE LAND OWNED
 MM0466'BY JOHN MAJOR.  IT IS A STANDARD DISK STAMPED
 MM0466'MAJOR 1933 PROJECTING 6 INCHES.
 MM0466'
 MM0466'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE
 MM0466'HILL AND THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 MM0466'MAJOR NO 2 1933 AND PROJECTS 6 INCHES.
 MM0466'
 MM0466'REFERENCE MARK NO. 3 IS ON THE NORTH SLOPE OF THE
 MM0466'HILL.  IT IS STAMPED MAJOR NO 3 1933 AND PROJECTS 4 INCHES.
 MM0466'
 MM0466'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 1.0 MILE
 MM0466'EAST-SOUTHEAST OF THE STATION, 0.15 MILE SOUTHEAST OF A RANCH
 MM0466'HOUSE AND 35 FEET WEST OF THE CENTER LINE OF A SAND ROAD.  IT IS
 MM0466'STAMPED MAJOR NO 1 1933 AND PROJECTS 2 INCHES.
 MM0466'
 MM0466'REACHED FROM FLATS POST OFFICE GO WEST ON SAND ROAD FOR 0.85
 MM0466'MILES TO A CROSSROAD.  TURN SOUTH, LEFT, AND GO 9.8 MILES TO A
 MM0466'SIDE ROAD LEADING WEST.  TURN RIGHT, WEST AND GO 1.05 MILES
 MM0466'TO THE THUNE POST OFFICE AND A SIDE ROAD LEADING SOUTH.  TURN
 MM0466'LEFT, SOUTH, AND GO 6.6 MILES TO THE MAJOR RANCH ON THE RIGHT.
 MM0466'AZIMUTH MARK IS STRAIGHT AHEAD 0.1 MILE.  TURN RIGHT AND FOLLOW
 MM0466'SAND ROAD, WEST, FOR 1.0 MILE TO A CATTLE GUARD, PASS OVER
 MM0466'CATTLE GUARD AND CONTINUE WEST FOR 100 YARDS TO A DIM TRACK
 MM0466'ROAD RIGHT.  TURN RIGHT ON DIM TRACK ROAD AND GO 0.3 MILE TO A
 MM0466'FENCE CORNER AND A WIRE GATE.  PASS THROUGH GATE AND TURN
 MM0466'RIGHT FOR 0.5 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 MM0466'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1298 ***********************************************************************
 LH1298  DESIGNATION -  MAJORS RESET
 LH1298  PID         -  LH1298
 LH1298  STATE/COUNTY-  NE/BUFFALO
 LH1298  USGS QUAD   -  PLEASANTON (1962)
 LH1298
 LH1298                         *CURRENT SURVEY CONTROL
 LH1298  ___________________________________________________________________
 LH1298* NAD 83(1995)-  40 55 53.40627(N)    099 04 36.11324(W)     ADJUSTED  
 LH1298* NAVD 88     -       676.     (meters)    2218.     (feet)  SCALED    
 LH1298  ___________________________________________________________________
 LH1298  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 LH1298  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 LH1298
 LH1298  HORZ ORDER  -  THIRD
 LH1298
 LH1298.The horizontal coordinates were established by classical geodetic methods
 LH1298.and adjusted by the National Geodetic Survey in August 1997..
 LH1298
 LH1298.The orthometric height was scaled from a topographic map.
 LH1298
 LH1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1298
 LH1298.The geoid height was determined by GEOID03.
 LH1298
 LH1298;                    North         East     Units Scale Factor Converg.
 LH1298;SPC NE       -   122,341.316   577,738.395   MT  0.99970849   +0 36 42.7
 LH1298;UTM  14      - 4,531,155.982   493,542.897   MT  0.99960051   -0 03 00.9
 LH1298
 LH1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1298!SPC NE       -   0.99989771  x   0.99970849  =   0.99960623
 LH1298!UTM  14      -   0.99989771  x   0.99960051  =   0.99949826
 LH1298
 LH1298|---------------------------------------------------------------------|
 LH1298| PID    Reference Object                     Distance      Geod. Az  |
 LH1298|                                                           dddmmss.s |
 LH1298| CN9934 MAJORS RM 3                          14.822 METERS 08945     |
 LH1298| CN9932 MAJORS RM 1                          18.660 METERS 17733     |
 LH1298| CN9933 MAJORS RM 2                           9.748 METERS 26739     |
 LH1298| CN9935 MAJORS RM 4                          11.695 METERS 27114     |
 LH1298| AI1418 MAJORS AZ MK                                       2965619.8 |
 LH1298| LH1297 PLEASANTON MUNICIPAL STANDPIPE      APPROX. 4.6 KM 3450136.0 |
 LH1298|---------------------------------------------------------------------|
 LH1298
 LH1298                          SUPERSEDED SURVEY CONTROL
 LH1298
 LH1298  NAD 83(1986)-  40 55 53.41407(N)    099 04 36.11585(W) AD(       ) 3
 LH1298  NAD 27      -  40 55 53.37700(N)    099 04 34.80100(W) AD(       ) 3
 LH1298
 LH1298.Superseded values are not recommended for survey control.
 LH1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1298.See file dsdata.txt to determine how the superseded data were derived.
 LH1298
 LH1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9354331156(NAD 83)
 LH1298_MARKER: DS = TRIANGULATION STATION DISK
 LH1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1298_STAMPING: MAJORS 1951 1973
 LH1298_MARK LOGO: CGS   
 LH1298_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1298+STABILITY: SURFACE MOTION
 LH1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1298+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997
 LH1298
 LH1298  HISTORY     - Date     Condition        Report By
 LH1298  HISTORY     - 1973     MONUMENTED       NGS
 LH1298  HISTORY     - 1973     GOOD             NGS
 LH1298  HISTORY     - 19970715 GOOD             NGS
 LH1298
 LH1298                          STATION DESCRIPTION
 LH1298
 LH1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RLE)
 LH1298'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF PLEASANTON
 LH1298'AT THE SOUTH EDGE OF A PASTURE.  IT IS 32 FEET NORTH OF
 LH1298'THE CENTERLINE OF AN EAST-WEST GRAVELED ROAD, 4 FEET WEST
 LH1298'OF A WITNESS POST AND 2 FEET NORTH OF AN EAST-WEST FENCE
 LH1298'LINE.  IT IS STAMPED MAJORS 1951 AND PROJECTS 2 INCHES.
 LH1298'
 LH1298'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE CENTERLINE
 LH1298'OF AN EAST-WEST GRAVELED ROAD, 12 FEET NORTH-NORTHEAST OF A POWER
 LH1298'LINE POLE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 LH1298'IT IS STAMPED MAJORS NO 1 1951 AND PROJECTS 2 INCHES.
 LH1298'
 LH1298'REFERENCE MARK NO. 2 IS DIRECTLY UNDER A TELEPHONE LINE,
 LH1298'32 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED
 LH1298'ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1298'STAMPED MAJORS NO 2 1951 AND PROJECTS 4 INCHES.
 LH1298'
 LH1298'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 69.15 FT.
 LH1298'
 LH1298'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTERLINE OF STATE
 LH1298'HIGHWAY 10, 5 FEET NORTH OF A RIGHT-OF-WAY MARKER, 3.5 FEET
 LH1298'SOUTH OF A TELEPHONE POLE, 2.5 FEET SOUTH OF A WITNESS
 LH1298'POST AND 6 INCHES WEST OF A NORTH-SOUTH FENCE LINE.  IT
 LH1298'IS STAMPED MAJORS 1951 AND PROJECTS 2 INCHES.
 LH1298'
 LH1298'TO REACH THE STATION FROM THE MAIN INTERSECTION IN PLEASANTON,
 LH1298'GO SOUTH ON STATE HIGHWAY 10 FOR 2.5 MILES TO THE AZIMUTH
 LH1298'MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.2 MILE TO A T ROAD
 LH1298'LEFT.  TURN LEFT AND GO 0.4 MILE TO THE SUMMIT OF THE HILL
 LH1298'AND THE STATION ON THE LEFT AS DESCRIBED.
 LH1298'
 LH1298'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LH1298
 LH1298                          STATION RECOVERY (1973)
 LH1298
 LH1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LH1298'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 LH1298'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD
 LH1298'CONSTRUCTION THE REFERENCE MARKS HAD TO BE MOVED AND
 LH1298'THE STATION MARKS LOWERED.  ONE POSITION CHECK OF THE ANGLE
 LH1298'BETWEEN THE AZIMUTH MARK AND THE PLEASANTON MUNICIPAL STANDPIPE
 LH1298'AND THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED
 LH1298'BEFORE THE SURFACE STATION MARK AND REFERENCE MARK 2 WERE
 LH1298'REMOVED.  ABOUT 2 FEET OF DIRT WAS REMOVED FROM THE STATION
 LH1298'SITE LEAVING THE UNDERGROUND STATION MARK IN ITS ORIGINAL
 LH1298'POSITON ABOUT 6 INCHES BELOW THE GROUND SURFACE.  AFTER
 LH1298'THE BLADING WAS COMPLETED THE STATION MARKS WERE LOWERED
 LH1298'DIRECTLY BELOW THE UNDERGROUND STATION MARK POINT AND
 LH1298'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  FOLLOWING IS A NEW
 LH1298'COMPLETE DESCRIPTION-
 LH1298'
 LH1298'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF PLEASANTON,
 LH1298'AT THE SOUTH EDGE OF A PASTURE AND ON THE NORTH RIGHT-OF-WAY OF A
 LH1298'COUNTY ROAD.
 LH1298'
 LH1298'TO REACH THE STATION FROM THE MAIN INTERSECTION IN PLEASANTON, GO
 LH1298'SOUTH ON STATE HIGHWAY 10 FOR 2.5 MILE TO THE AZIMUTH
 LH1298'MARK ON THE LEFT.  CONTINUE SOUTH ON HIGHWAY 10 FOR 0.2
 LH1298'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST
 LH1298'ON A COUNTY ROAD FOR 0.4 MILE TO THE SUMMIT OF THE HILL AND
 LH1298'THE STATION ON THE LEFT AS DESCRIBED.
 LH1298'
 LH1298'THE STATION MARKS ARE STANDARD DISKS STAMPED MAJORS 1951
 LH1298'1973, THE SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE
 LH1298'MONUMENT 12 INCHES BY 12 INCHES AND IS FLUSH WITH THE
 LH1298'GROUND SURFACE.  IT IS ABOUT 40 FEET NORTH OF THE EAST-WEST
 LH1298'ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 LH1298'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 LH1298'32 INCHES BELOW THE GROUND SURFACE.
 LH1298'
 LH1298'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MAJORS 1951
 LH1298'NO 3 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 LH1298'ROD WITH AN 8 INCH STEEL PLATE BOLTED AT THE BOTTOM,
 LH1298'ENCASED IN A PLASTIC PIPE AND PROJECTS 3 INCHES ABOVE THE GROUND.
 LH1298'IT IS ABOUT 40 FEET NORTH OF THE ROAD AND 1 FOOT SOUTH OF A METAL
 LH1298'WITNESS POST.
 LH1298'
 LH1298'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MAJORS 1951
 LH1298'NO 4 1973, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LH1298'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 LH1298'IS ABOUT 40 FEET NORTH OF THE CENTER OF THE ROAD AND 1 FOOT SOUTH
 LH1298'OF A METAL WITNESS POST.
 LH1298'
 LH1298'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MAJORS 1951,
 LH1298'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT FLUSH
 LH1298'WITH THE GROUND.  IT IS 40 FEET EAST OF CENTER OF HIGHWAY
 LH1298'10, 1 FOOT NORTH OF METAL WITNESS POST IN NORTH-SOUTH FENCE
 LH1298'LINE AND 5 FEET NORTH OF HWY RIGHT-OF-WAY MARKER.
 LH1298'
 LH1298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES
 LH1298'SOUTH OF PLEASANTON.
 LH1298
 LH1298                          STATION RECOVERY (1997)
 LH1298
 LH1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 LH1298'RECOVERED IN GOOD CONDITION ABOUT 2.75 MI (4.43 KM) SOUTH-SOUTHEAST OF
 LH1298'PLEASANTON, 0.4 MI (0.6 KM) EAST OF STATE HIGHWAY 10 AND IN THE SW1/4,
 LH1298'SEC12, T11N, R16W.  TO REACH THE MARK FROM THE MAIN INTERSECTION IN
 LH1298'PLEASANTON, GO SOUTH ON STATE HIGHWAY 10 FOR 2.5 MI (4.0 KM) TO THE
 LH1298'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.2 MI
 LH1298'(0.3 KM) TO A CROSSROAD, 265TH ROAD.  TURN LEFT AND GO EAST ON 265TH
 LH1298'ROAD FOR 0.4 MI (0.6 KM) TO THE STATION AND THE REFERENCE MARKS ON THE
 LH1298'LEFT.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LH1298'FLUSH WITH THE GROUND SURFACE.  IT IS 57.30 M (187.99 FT) EAST FROM A
 LH1298'NORTH-SOUTH FENCE, 25.80 M (84.65 FT) NORTH FROM A UTILITY POLE,
 LH1298'14.822 M (48.629 FT) WEST FROM REFERENCE MARK 3, 11.695 M (38.369 FT)
 LH1298'EAST FROM REFERENCE MARK 4, 7.0 M (23.0 FT) WEST FROM THE EXTENDED
 LH1298'CENTERLINE OF A FIELD ROAD ON THE SOUTH SIDE OF 265TH ROAD AND 5.37 M
 LH1298'(17.62 FT) NORTH FROM AN EAST-WEST FENCE AND A WITNESS POST.  MAGNETIC
 LH1298'MATERIAL WAS PLACED ALONG THE NORTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1420 ***********************************************************************
 LG1420  DESIGNATION -  MALCOLM MUNICIPAL TANK
 LG1420  PID         -  LG1420
 LG1420  STATE/COUNTY-  NE/LANCASTER
 LG1420  USGS QUAD   -  RAYMOND (1972)
 LG1420
 LG1420                         *CURRENT SURVEY CONTROL
 LG1420  ___________________________________________________________________
 LG1420* NAD 83(1995)-  40 54 29.39573(N)    096 51 41.09820(W)     ADJUSTED  
 LG1420* NAVD 88     -                                                        
 LG1420  ___________________________________________________________________
 LG1420  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 LG1420  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 LG1420
 LG1420  HORZ ORDER  -  THIRD
 LG1420
 LG1420.The horizontal coordinates were established by classical geodetic methods
 LG1420.and adjusted by the National Geodetic Survey in August 1997..
 LG1420
 LG1420
 LG1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1420
 LG1420.The geoid height was determined by GEOID03.
 LG1420
 LG1420;                    North         East     Units Scale Factor Converg.
 LG1420;SPC NE       -   124,133.166   764,297.458   MT  0.99971262   +2 04 47.7
 LG1420;UTM  14      - 4,530,764.400   680,113.619   MT  0.99999930   +1 24 03.0
 LG1420
 LG1420                          SUPERSEDED SURVEY CONTROL
 LG1420
 LG1420  NAD 83(1986)-  40 54 29.40392(N)    096 51 41.09002(W) AD(       ) 4
 LG1420
 LG1420.Superseded values are not recommended for survey control.
 LG1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1420.See file dsdata.txt to determine how the superseded data were derived.
 LG1420
 LG1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8011430764(NAD 83)
 LG1420_MARKER: 53 = ELEVATED TANK
 LG1420_MARK LOGO: NGS   
 LG1420
 LG1420  HISTORY     - Date     Condition        Report By
 LG1420  HISTORY     - 1985     FIRST OBSERVED   NGS
 LG1420  HISTORY     - 20020815 GOOD             USPSQD
 LG1420  HISTORY     - 20030821 GOOD             USPSQD
 LG1420
 LG1420                          STATION DESCRIPTION
 LG1420
 LG1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LG1420'THE STATION IS THE WATER TANK IN THE TOWN OF MALCOM.  THE CENTER OF
 LG1420'THE TOP OF THE ELEVATED WATER TANK WAS THE POINT OBSERVED UPON.
 LG1420
 LG1420                          STATION RECOVERY (2002)
 LG1420
 LG1420'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG1420'STATION FOUND GOOD. MUNICIPAL TANK IS IN THE EAST EDGE OF THE TOWN OF
 LG1420'MALCOLM, ONE BLOCK EAST OF N.W. 105TH ST. AND BETWEEN FIRST AND SECOND
 LG1420'STS. (OF MALCOLM) EXTENDED. A 4-LEGGED WHITE TANK WITH MALCOLM ON THE
 LG1420'SIDE.
 LG1420
 LG1420                          STATION RECOVERY (2003)
 LG1420
 LG1420'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1057 ***********************************************************************
 LG1057  DESIGNATION -  MALICKY
 LG1057  PID         -  LG1057
 LG1057  STATE/COUNTY-  NE/GAGE
 LG1057  USGS QUAD   -  BARNESTON (1970)
 LG1057
 LG1057                         *CURRENT SURVEY CONTROL
 LG1057  ___________________________________________________________________
 LG1057* NAD 83(1995)-  40 01 48.49778(N)    096 31 34.49709(W)     ADJUSTED  
 LG1057* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 LG1057  ___________________________________________________________________
 LG1057  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LG1057  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 LG1057
 LG1057  HORZ ORDER  -  FIRST
 LG1057
 LG1057.The horizontal coordinates were established by classical geodetic methods
 LG1057.and adjusted by the National Geodetic Survey in August 1997..
 LG1057
 LG1057.The orthometric height was scaled from a topographic map.
 LG1057
 LG1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1057
 LG1057.The geoid height was determined by GEOID03.
 LG1057
 LG1057;                    North         East     Units Scale Factor Converg.
 LG1057;SPC NE       -    27,808.280   796,422.761   MT  0.99998652   +2 18 07.4
 LG1057;SPC KS N     -   189,400.039   525,794.577   MT  1.00004937   +0 55 56.9
 LG1057;UTM  14      - 4,434,034.065   711,077.218   MT  1.00014851   +1 35 30.0
 LG1057
 LG1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1057!SPC NE       -   0.99993939  x   0.99998652  =   0.99992591
 LG1057!SPC KS N     -   0.99993939  x   1.00004937  =   0.99998876
 LG1057!UTM  14      -   0.99993939  x   1.00014851  =   1.00008789
 LG1057
 LG1057:                Primary Azimuth Mark                     Grid Az
 LG1057:SPC NE       -  MALICKY AZ MK                            031 12 31.5
 LG1057:SPC KS N     -  MALICKY AZ MK                            032 34 42.0
 LG1057:UTM  14      -  MALICKY AZ MK                            031 55 08.9
 LG1057
 LG1057|---------------------------------------------------------------------|
 LG1057| PID    Reference Object                     Distance      Geod. Az  |
 LG1057|                                                           dddmmss.s |
 LG1057| CL7377 MALICKY AZ MK                                      0333038.9 |
 LG1057| CL7378 MALICKY RM 1                         15.195 METERS 08907     |
 LG1057| KF0993 SUMMERFIELD MUNICIPAL TANK          APPROX.15.6 KM 1024923.6 |
 LG1057| KF0992 SUMMERFIELD HOLY FAMILY CH          APPROX.15.7 KM 1043019.2 |
 LG1057| KF1132 OKETO MUNICIPAL TANK                APPROX. 9.5 KM 2180211.8 |
 LG1057| CL7379 MALICKY RM 2                         15.081 METERS 26910     |
 LG1057| LG1069 WYMORE MUNICIPAL TANK               APPROX.16.0 KM 3123037.0 |
 LG1057|---------------------------------------------------------------------|
 LG1057
 LG1057                          SUPERSEDED SURVEY CONTROL
 LG1057
 LG1057  NAD 83(1986)-  40 01 48.50395(N)    096 31 34.49215(W) AD(       ) 1
 LG1057  NAD 27      -  40 01 48.49600(N)    096 31 33.41800(W) AD(       ) 1
 LG1057
 LG1057.Superseded values are not recommended for survey control.
 LG1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1057.See file dsdata.txt to determine how the superseded data were derived.
 LG1057
 LG1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK1107734034(NAD 83)
 LG1057_MARKER: DS = TRIANGULATION STATION DISK
 LG1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1057
 LG1057  HISTORY     - Date     Condition        Report By
 LG1057  HISTORY     - 1947     MONUMENTED       CGS
 LG1057  HISTORY     - 1969     GOOD             CGS
 LG1057
 LG1057                          STATION DESCRIPTION
 LG1057
 LG1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1057'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTHEAST OF WYMORE
 LG1057'AND 3 MILES SOUTHEAST OF BARNSTON, ON LAND OWNED BY MILTON MALICKY.
 LG1057'IT IS ON THE HIGHEST POINT OF A HILL ABOUT 0.2 MILES WEST OF THE
 LG1057'FARM HOUSE.  IT IS 63 FEET WEST OF A COTTONWOOD TREE, 6 FEET
 LG1057'NORTH OF THE CENTER OF AN EAST-WEST TRACK ROAD, 1 FOOT SOUTH OF
 LG1057'AN EAST-WEST FENCE LINE AND 6 FEET EAST OF A 4-INCH SQUARE
 LG1057'WHITE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED
 LG1057'MALICKY 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1057'
 LG1057'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE, 7 FEET
 LG1057'NORTH OF THE CENTER OF A TRACK ROAD AND 12 FEET WEST OF A COTTONWOOD
 LG1057'TREE.  IT IS STAMPED MALICKY NO 1 1947 AND PROJECTS 8 INCHES.
 LG1057'
 LG1057'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE,
 LG1057'6 FEET NORTH OF THE CENTER OF A TRACK ROAD AND AT THE NORTH
 LG1057'EDGE OF A CULTIVATED FIELD.  IT IS STAMPED MALICKY NO 2 1947 AND
 LG1057'PROJECTS 4 INCHES.
 LG1057'
 LG1057'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 27 FEET EAST OF THE
 LG1057'CENTER OF A NORTH-SOUTH DIRT ROAD, 51 FEET SOUTH OF A T FENCE
 LG1057'CORNER, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND 2.5 FEET
 LG1057'SOUTH OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING
 LG1057'2.5 FEET.  IT IS STAMPED MALICKY 1947 AND PROJECTS 8 INCHES.
 LG1057'
 LG1057'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY N3S AND
 LG1057'COUNTY HIGHWAY 102 AT THE SOUTH EDGE OF BARNSTON, GO EAST ON
 LG1057'STATE HIGHWAY N3S FOR 3.0 MILES TO A CROSSROAD.  TURN RIGHT,
 LG1057'SOUTH, AND GO 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LG1057'DESCRIBED.  CONTINUE SOUTH ON DIRT ROAD FOR 0.55 MILE TO A BOARD GATE
 LG1057'AND LANE LEADING INTO A FARM HOUSE, TURN RIGHT AND GO 0.2 MILE TO
 LG1057'THE FARM HOUSE ON THE RIGHT.  GO WEST 0.1 MILE TO A GATE,
 LG1057'GO THROUGH GATE AND GO ALONG THE NORTH SIDE OF THE FENCE FOR
 LG1057'100 YARDS TO THE STATION IN THE FENCE LINE AS DESCRIBED.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT SUMMERFIELD IS VISIBLE AT 10 FEET.
 LG1057'
 LG1057'A 4 FOOT SIGNAL AT GUITTARD IS VISIBLE AT 50 FEET.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT HOME IS VISIBLE AT 50 FEET.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT FAIRFIELD IS VISIBLE AT 10 FEET.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT OKETO IS VISIBLE AT 10 FEET.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT HULL IS VISIBLE AT 10 FEET.
 LG1057'
 LG1057'A 4 FOOT SIGNAL AT ELK IS V.G.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT LINE IS V.G.
 LG1057'
 LG1057'AN 87 FOOT SIGNAL AT ODELL IS V.G.
 LG1057'
 LG1057'A 4 FOOT SIGNAL AT SCHOOL IS V.G.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT SICILY IS V.G.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT BLOODY IS V.G.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT LIPPS IS VISIBLE AT 50 FEET.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT ARKEKETA IS V.G.
 LG1057'
 LG1057'A 74 FOOT SIGNAL AT BURCHARD IS V.G.
 LG1057'
 LG1057'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1057
 LG1057                          STATION RECOVERY (1969)
 LG1057
 LG1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1057'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 LG1057'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 LG1057'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION AND TO REACH
 LG1057'ARE ADEQUATE EXCEPT STATE HIGHWAY N3S IS NOW STATE HIGHWAY 8.
 LG1057'
 LG1057'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 LG1057'
 LG1057'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 LG1057'
 LG1057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 LG1057'SOUTHEAST OF BARNSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0620 ***********************************************************************
 MN0620  DESIGNATION -  MALM
 MN0620  PID         -  MN0620
 MN0620  STATE/COUNTY-  NE/KIMBALL
 MN0620  USGS QUAD   -  BUSHNELL (1972)
 MN0620
 MN0620                         *CURRENT SURVEY CONTROL
 MN0620  ___________________________________________________________________
 MN0620* NAD 83(1995)-  41 08 30.85459(N)    103 59 46.87405(W)     ADJUSTED  
 MN0620* NAVD 88     -      1609.     (meters)    5279.     (feet)  SCALED    
 MN0620  ___________________________________________________________________
 MN0620  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 MN0620  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 MN0620
 MN0620  HORZ ORDER  -  SECOND
 MN0620
 MN0620.The horizontal coordinates were established by classical geodetic methods
 MN0620.and adjusted by the National Geodetic Survey in August 1997..
 MN0620
 MN0620.The orthometric height was scaled from a topographic map.
 MN0620
 MN0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0620
 MN0620.The geoid height was determined by GEOID03.
 MN0620
 MN0620;                    North         East     Units Scale Factor Converg.
 MN0620;SPC NE       -   153,035.461   164,715.427   MT  0.99967865   -2 38 54.1
 MN0620;SPC WY E     -    71,939.488   298,247.790   MT  1.00005626   +0 46 12.1
 MN0620;UTM  13      - 4,554,995.333   584,227.469   MT  0.99968731   +0 39 37.3
 MN0620
 MN0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0620!SPC NE       -   0.99975058  x   0.99967865  =   0.99942931
 MN0620!SPC WY E     -   0.99975058  x   1.00005626  =   0.99980683
 MN0620!UTM  13      -   0.99975058  x   0.99968731  =   0.99943797
 MN0620
 MN0620|---------------------------------------------------------------------|
 MN0620| PID    Reference Object                     Distance      Geod. Az  |
 MN0620|                                                           dddmmss.s |
 MN0620| CP7695 MALM RM 1                            19.857 METERS 06013     |
 MN0620| CP7694 MALM AZ MK                                         1661312.5 |
 MN0620| CP7696 MALM RM 2                            16.030 METERS 19622     |
 MN0620| MO1026 PINE BLUFFS RURAL ELEC RADIO        APPROX. 7.0 KM 2833916.4 |
 MN0620|---------------------------------------------------------------------|
 MN0620
 MN0620                          SUPERSEDED SURVEY CONTROL
 MN0620
 MN0620  NAD 83(1995)-  41 08 30.85445(N)    103 59 46.87397(W) AD(       ) 2
 MN0620  NAD 83(1986)-  41 08 30.84636(N)    103 59 46.87299(W) AD(       ) 2
 MN0620  NAD 27      -  41 08 30.91170(N)    103 59 45.05480(W) AD(       ) 2
 MN0620
 MN0620.Superseded values are not recommended for survey control.
 MN0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0620.See file dsdata.txt to determine how the superseded data were derived.
 MN0620
 MN0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8422754995(NAD 83)
 MN0620_MARKER: DS = TRIANGULATION STATION DISK
 MN0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0620
 MN0620  HISTORY     - Date     Condition        Report By
 MN0620  HISTORY     - 1963     MONUMENTED       CGS
 MN0620
 MN0620                          STATION DESCRIPTION
 MN0620
 MN0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0620'THE STATION IS IN PASTURE LAND, 6-1/4 MILES SOUTH AND 5-1/2
 MN0620'MILES WEST OF BUSHNELL, NEAR THE CENTER OF SECTION 32, T 14 N,
 MN0620'R 58 W, APPROXIMATELY 100 FEET SOUTH OF A POWER TRANSMISSION
 MN0620'LINE AND ON PROPERTY OWNED BY MR. RUDSEN MALM.
 MN0620'
 MN0620'TO REACH THE STATION FROM THE CROSSROAD WHICH IS APPROXIMATELY
 MN0620'ONE BLOCK SOUTHWEST OF THE RAILROAD DEPOT IN BUSHNELL, GO
 MN0620'SOUTHWEST ON U.S. HIGHWAY 30 FOR 2.4 MILES TO A SIDE ROAD ON
 MN0620'THE LEFT.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 5.35
 MN0620'MILES TO A SIDE ROAD ON THE RIGHT AND A FIELD ROAD ON THE LEFT.
 MN0620'TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR 3.0 MILES TO A
 MN0620'FORK.  BEAR RIGHT AND CONTINUE WESTERLY ON THE GRAVEL ROAD FOR
 MN0620'0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON
 MN0620'THE GRAVEL ROAD FOR 0.1 MILE TO A WIRE GATE ON THE RIGHT.
 MN0620'TURN RIGHT, PASS THROUGH THE GATE, AND GO NORTH ACROSS A
 MN0620'PASTURE ON A TRACK ROAD FOR 0.45 MILE TO A WIRE GATE.  PASS
 MN0620'THROUGH THE GATE AND GO NORTHWESTERLY ACROSS THE PASTURE
 MN0620'FOR 0.1 MILE TO THE STATION.
 MN0620'
 MN0620'STATION MARKS ARE STANDARD DISKS STAMPED MALM 1963.  THE
 MN0620'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0620'1 INCH.  IT IS 116.5 FEET SOUTHWEST OF THE SOUTH ONE OF TWO
 MN0620'POWER POLES.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MN0620'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0620'
 MN0620'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MALM NO 1 1963,
 MN0620'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0620'THE GROUND.  IT IS 75.5 FEET SOUTH OF THE SOUTH ONE OF THE
 MN0620'TWO POWER POLES.
 MN0620'
 MN0620'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MALM NO 2 1963,
 MN0620'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MN0620'IT IS 170 FEET SOUTHWEST OF THE SOUTH ONE OF THE TWO POWER
 MN0620'POLES.
 MN0620'
 MN0620'AZIMUTH MARK, A STANDARD DISK STAMPED MALM 1963, IS SET IN A
 MN0620'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 39 FEET
 MN0620'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 2 FEET NORTHEAST OF
 MN0620'A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 MN0620'
 MN0620'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1009 ***********************************************************************
 LG1009  DESIGNATION -  MANS
 LG1009  PID         -  LG1009
 LG1009  STATE/COUNTY-  NE/JOHNSON
 LG1009  USGS QUAD   -  TECUMSEH NW (1965)
 LG1009
 LG1009                         *CURRENT SURVEY CONTROL
 LG1009  ___________________________________________________________________
 LG1009* NAD 83(1995)-  40 24 24.73317(N)    096 10 17.32205(W)     ADJUSTED  
 LG1009* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 LG1009  ___________________________________________________________________
 LG1009  LAPLACE CORR-          -7.21  (seconds)                    DEFLEC99
 LG1009  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 LG1009
 LG1009  HORZ ORDER  -  FIRST
 LG1009
 LG1009.The horizontal coordinates were established by classical geodetic methods
 LG1009.and adjusted by the National Geodetic Survey in August 1997..
 LG1009
 LG1009.The orthometric height was scaled from a topographic map.
 LG1009
 LG1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1009
 LG1009.The geoid height was determined by GEOID03.
 LG1009
 LG1009;                    North         East     Units Scale Factor Converg.
 LG1009;SPC NE       -    70,873.812   824,825.650   MT  0.99984079   +2 32 13.7
 LG1009;UTM  14      - 4,476,759.459   740,018.413   MT  1.00030919   +1 50 03.7
 LG1009
 LG1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1009!SPC NE       -   0.99994218  x   0.99984079  =   0.99978298
 LG1009!UTM  14      -   0.99994218  x   1.00030919  =   1.00025135
 LG1009
 LG1009:                Primary Azimuth Mark                     Grid Az
 LG1009:SPC NE       -  COOK MUNICIPAL TANK                      002 37 48.7
 LG1009:UTM  14      -  COOK MUNICIPAL TANK                      003 19 58.7
 LG1009
 LG1009|---------------------------------------------------------------------|
 LG1009| PID    Reference Object                     Distance      Geod. Az  |
 LG1009|                                                           dddmmss.s |
 LG1009| LG0969 COOK MUNICIPAL TANK                 APPROX.11.7 KM 0051002.4 |
 LG1009| CL7406 MANS RM 1                            24.321 METERS 08729     |
 LG1009| CL7404 MANS AZ MK                                         0895532.1 |
 LG1009| LG1007 TECUMSEH JOHNSON CO CTHSE DOME      APPROX. 4.8 KM 2043053.2 |
 LG1009| LG1008 TECUMSEH MUNICIPAL TANK             APPROX. 3.5 KM 2124104.5 |
 LG1009| CL7405 MANS AZ MK RESET                                   2633510.9 |
 LG1009| CL7407 MANS RM 2                            19.269 METERS 35204     |
 LG1009|---------------------------------------------------------------------|
 LG1009
 LG1009                          SUPERSEDED SURVEY CONTROL
 LG1009
 LG1009  NAD 83(1986)-  40 24 24.74073(N)    096 10 17.31806(W) AD(       ) 1
 LG1009  NAD 27      -  40 24 24.74300(N)    096 10 16.28600(W) AD(       ) 1
 LG1009
 LG1009.Superseded values are not recommended for survey control.
 LG1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1009.See file dsdata.txt to determine how the superseded data were derived.
 LG1009
 LG1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4001876759(NAD 83)
 LG1009_MARKER: DS = TRIANGULATION STATION DISK
 LG1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1009_STAMPING: MANS 1947
 LG1009_MARK LOGO: CGS   
 LG1009_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LG1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1009+STABILITY: SURFACE MOTION
 LG1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1009+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1998
 LG1009
 LG1009  HISTORY     - Date     Condition        Report By
 LG1009  HISTORY     - 1947     MONUMENTED       CGS
 LG1009  HISTORY     - 1961     GOOD             CGS
 LG1009  HISTORY     - 19980202 GOOD             NEDR
 LG1009
 LG1009                          STATION DESCRIPTION
 LG1009
 LG1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1009'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH-NORTHEAST OF TECUMSEH
 LG1009'ALONG STATE ROUTE NO 50 IN THE NORTH EDGE OF A CULTIVATED FIELD.
 LG1009'IT IS 38 FEET SOUTH OF THE CENTER OF EAST-WEST STATE ROUTE NO 50.
 LG1009'IT IS STAMPED MANS 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1009'
 LG1009'REFERENCE MARK NO 1 IS EAST OF THE STATION, 35 FEET SOUTH OF THE
 LG1009'CENTER OF STATE ROUTE NO 50 AND 2 FEET WEST OF TELEPHONE POLE.
 LG1009'IT IS STAMPED MANS NO 1 1947 AND PROJECTS 3 INCHES.
 LG1009'
 LG1009'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 25 FEET NORTH OF THE
 LG1009'CENTER OF STATE ROUTE NO 50 IN FENCE LINE, 1.5 FEET EAST OF
 LG1009'WHITE WITNESS POST.  IT IS STAMPED MANS NO 2 1947 AND PROJECTS 3
 LG1009'INCHES.
 LG1009'
 LG1009'THE AZIMUTH MARK IS ABOUT 0.8 MILE EAST OF THE STATION, 35 FEET
 LG1009'SOUTH OF THE CENTER OF EAST-WEST DIRT ROAD, 3 FEET WEST OF WITNESS
 LG1009'POST AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 LG1009'MANS 1947 AND PROJECTS 4 INCHES.  TO REACH FROM THE STATION, GO
 LG1009'EAST ON STATE ROUTE NO 50 FOR ABOUT 0.3 MILE TO WHERE NO 50 MAKES
 LG1009'A LEFT TURN NORTH, CONTINUE EAST ON DIRT ROAD FOR 0.5 MILE TO
 LG1009'THE MARK ON THE RIGHT AS DESCRIBED.
 LG1009'
 LG1009'TO REACH THE STATION FROM THE LARGE SIGN TECUMSEH OVER STATE
 LG1009'ROUTE NO 50 IN THE WEST EDGE OF TECUMSEH, GO NORTH ON STATE ROUTE
 LG1009'NO 50 FOR 2.75 MILES TO THE JUNCTION WITH STATE ROUTE NO 41, TURN
 LG1009'RIGHT AND GO EAST ON NO 50 FOR 1.45 MILES TO THE STATION ON THE
 LG1009'RIGHT AS DESCRIBED.
 LG1009'
 LG1009'AN 87 FOOT SIGNAL AT STATION WOERLEN IS VISIBLE FROM THE GROUND
 LG1009'
 LG1009'AN 87 FOOT SIGNAL AT STATION STUTHEIT IS VISIBLE AT 10 FEET
 LG1009'
 LG1009'A 74 FOOT SIGNAL AT STATION STEINAUER IS VISIBLE AT 20 FEET
 LG1009'
 LG1009'A 100 FOOT SIGNAL AT STATION TECUMSEH IS VISIBLE AT 64 FEET
 LG1009'
 LG1009'A 74 FOOT SIGNAL AT STATION VESTA IS VISIBLE AT 20 FEET
 LG1009'
 LG1009'A 4 FOOT SIGNAL AT STATION CENTER IS VISIBLE FROM THE GROUND
 LG1009'
 LG1009'A 74 FOOT SIGNAL AT STATION WOLKEN IS VISIBLE FROM THE GROUND
 LG1009'
 LG1009'A 74 FOOT SIGNAL AT STATION STERLING IS VISIBLE AT 37 FEET
 LG1009'
 LG1009'A 74 FOOT SIGNAL AT STATION MUDDY IS VISIBLE FROM THE GROUND
 LG1009'
 LG1009'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 LG1009
 LG1009                          STATION RECOVERY (1961)
 LG1009
 LG1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1009'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 LG1009'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 LG1009'DESTROYED, A NEW ONE WAS SET AT THIS TIME.
 LG1009'
 LG1009'LOCATED ABOUT 2 MILES NORTHEAST OF TECUMSEH, 0.5 MILE EAST OF
 LG1009'STATE HIGHWAY 50 AND IN THE NORTH EDGE OF A CULTIVATED FIELD.
 LG1009'
 LG1009'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 136 AND
 LG1009'50 WHICH IS 1/2 MILE NORTHEAST OF TECUMSEH, GO NORTH ON STATE
 LG1009'HIGHWAY 50 FOR 1.8 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 LG1009'CONTINUE NORTH FOR .05 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST
 LG1009'FOR 0.4 MILE TO THE STATION MARK ON THE RIGHT.
 LG1009'
 LG1009'STATION MARKS ARE STANDARD DISK STAMPED MANS 1947, SET IN THE
 LG1009'TOP OF A 8 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 LG1009'SURFACE.  IT IS 35 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LG1009'SECTION LINE ROAD AND 4-1/2 FEET SOUTH OF A METAL WITNESS POST
 LG1009'WITH SIGN.
 LG1009'
 LG1009'REFERENCE MARK 1, A STANDARD DISK STAMPED MANS NO 1 1947, SET IN
 LG1009'THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 LG1009'INCH.  IT IS 31 FEET SOUTH OF THE CENTER OF THE EAST-WEST SECTION
 LG1009'LINE ROAD.
 LG1009'
 LG1009'REFERENCE MARK 2, A STANDARD DISK STAMPED MANS NO 2 1947, SET IN
 LG1009'THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 LG1009'INCHES.  IT IS 28 FEET NORTH OF THE EAST-WEST SECTION LINE ROAD
 LG1009'AND 1/2 FOOT SOUTH OF THE EAST-WEST RIGHT-OF-WAY FENCE.  A SLIGHT
 LG1009'DIFFERENCE WAS FOUND IN THE MEASUREMENT TO THE MARK.
 LG1009'
 LG1009'AZIMUTH MARK, A STANDARD DISK STAMPED MANS 1947 RESET 1961, SET
 LG1009'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG1009'6 INCHES.  IT IS 48 FEET EAST OF THE CENTER OF STATE HIGHWAY 50,
 LG1009'2.2 FEET SOUTH OF A TELEPHONE POLE AND 1.7 FEET NORTHEAST OF A
 LG1009'METAL WITNESS POST WITH SIGN.
 LG1009'
 LG1009'PICTURE POINT, OBJECT OBSERVED ON WAS THE INTERSECTION OF THE
 LG1009'CENTER LINE OF THE EAST-WEST GRAVEL ROAD AND A TRACK ROAD LEADING
 LG1009'NORTH.
 LG1009
 LG1009                          STATION RECOVERY (1998)
 LG1009
 LG1009'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LG1009'THE MARK WAS RECOVERED IN GOOD CONDITION, AS WAS REFERENCE MARK 1 AND
 LG1009'THE RESET AZIMUTH MARK.  REFERENCE MARK 2 WAS NOT FOUND.  TO REACH THE
 LG1009'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 136 WITH STATE HIGHWAY 50,
 LG1009'AT THE NORTH EDGE OF TECUMSEH, GO NORTH ON HIGHWAY 50 FOR 1.95 MI
 LG1009'(3.14 KM) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.05
 LG1009'MI (0.08 KM) TO A COUNTY ROAD INTERSECTION.  TURN RIGHT AND GO EAST ON
 LG1009'A GRAVELED ROAD FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT, ON
 LG1009'THE SOUTH RIGHT-OF-WAY OF THE COUNTY ROAD, NEAR THE NORTH 1/4 CORNER,
 LG1009'SEC15, T5N, R11E.  IT IS 24.32 M (79.79 FT) WEST FROM REFERENCE MARK
 LG1009'1, 11.0 M (36.1 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 0.5 M (1.6
 LG1009'FT) NORTH OF A WITNESS POST AND THE SOUTH RIGHT-OF-WAY FENCE AND THE
 LG1009'MARK IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  MAGNETS
 LG1009'WERE PLACED AT THE NORTH SIDE OF THE SURFACE STATION MARK AND
 LG1009'REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0188 ***********************************************************************
 LG0188  DESIGNATION -  MANS AZ MK RESET
 LG0188  PID         -  LG0188
 LG0188  STATE/COUNTY-  NE/JOHNSON
 LG0188  USGS QUAD   -  TECUMSEH NW (1965)
 LG0188
 LG0188                         *CURRENT SURVEY CONTROL
 LG0188  ___________________________________________________________________
 LG0188* NAD 83(1986)-  40 24 21.     (N)    096 10 47.     (W)     SCALED    
 LG0188* NAVD 88     -       391.456  (meters)    1284.30   (feet)  ADJUSTED  
 LG0188  ___________________________________________________________________
 LG0188  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 LG0188  DYNAMIC HT  -         391.245 (meters)    1283.61  (feet)  COMP
 LG0188  MODELED GRAV-     980,074.8   (mgal)                       NAVD 88
 LG0188
 LG0188  VERT ORDER  -  SECOND    CLASS 0
 LG0188
 LG0188.The horizontal coordinates were scaled from a topographic map and have
 LG0188.an estimated accuracy of +/- 6 seconds.
 LG0188
 LG0188.The orthometric height was determined by differential leveling
 LG0188.and adjusted by the National Geodetic Survey in June 1991..
 LG0188
 LG0188.The geoid height was determined by GEOID03.
 LG0188
 LG0188.The dynamic height is computed by dividing the NAVD 88
 LG0188.geopotential number by the normal gravity value computed on the
 LG0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0188.degrees latitude (g = 980.6199 gals.).
 LG0188
 LG0188.The modeled gravity was interpolated from observed gravity values.
 LG0188
 LG0188;                    North         East    Units  Estimated Accuracy
 LG0188;SPC NE       -    70,730.      824,130.      MT  (+/- 180 meters Scaled)
 LG0188
 LG0188                          SUPERSEDED SURVEY CONTROL
 LG0188
 LG0188  NGVD 29 (??/??/92)  391.360  (m)         1283.99   (f) ADJ UNCH    2 0
 LG0188
 LG0188.Superseded values are not recommended for survey control.
 LG0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0188.See file dsdata.txt to determine how the superseded data were derived.
 LG0188
 LG0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK393766(NAD 83)
 LG0188_MARKER: DZ = AZIMUTH MARK DISK
 LG0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0188_STAMPING: MANS 1947 RESET 1961
 LG0188_MARK LOGO: CGS   
 LG0188_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0188+STABILITY: SURFACE MOTION
 LG0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0188+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1998
 LG0188
 LG0188  HISTORY     - Date     Condition        Report By
 LG0188  HISTORY     - 1961     MONUMENTED       CGS
 LG0188  HISTORY     - 19980202 GOOD             NEDR
 LG0188
 LG0188                          STATION DESCRIPTION
 LG0188
 LG0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0188'3.4 MI E FROM TECUMSEH.
 LG0188'0.7 MILE EAST ALONG CLAY STREET FROM THE COURTHOUSE AT TECUMSEH,
 LG0188'2.7 MILES NORTH ALONG STATE HIGHWAY 50, 0.05 MILE SOUTH OF A
 LG0188'CROSSING, 61 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 LG0188'SOUTH OF A TELEPHONE POLE, 1.9 FEET EAST OF A METAL WITNESS
 LG0188'POST WITH SIGN, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, SET IN
 LG0188'TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LG0188
 LG0188                          STATION RECOVERY (1998)
 LG0188
 LG0188'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LG0188'THE MARK WAS RECOVERED IN GOOD CONDITION, ABOUT 2 MI (3.2 KM) NORTH OF
 LG0188'TECUMSEH, ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 50 AND IN THE
 LG0188'NW1/4, SEC15, T5N, R11E.  TO REACH THE MARK FROM THE JUNCTION OF U.S.
 LG0188'HIGHWAY 136 WITH STATE HIGHWAY 50, AT THE NORTH EDGE OF TECUMSEH, GO
 LG0188'NORTH ON HIGHWAY 50 FOR 1.95 MI (3.14 KM) TO THE MARK ON THE RIGHT,
 LG0188'0.05 MI (0.08 KM) SOUTH FROM A COUNTY ROAD INTERSECTION. IT IS 61 FT
 LG0188'(18.6 M) EAST OF THE CENTERLINE OF THE HIGHWAY, 1.7 FT (0.5 M) EAST OF
 LG0188'A WITNESS POST AND PROJECTS 0.5 FT (15.2 CM) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1023 ***********************************************************************
 LH1023  DESIGNATION -  MAPLE
 LH1023  PID         -  LH1023
 LH1023  STATE/COUNTY-  NE/FURNAS
 LH1023  USGS QUAD   -  PRECEPT (1957)
 LH1023
 LH1023                         *CURRENT SURVEY CONTROL
 LH1023  ___________________________________________________________________
 LH1023* NAD 83(1995)-  40 00 59.42675(N)    099 42 41.10373(W)     ADJUSTED  
 LH1023* NAVD 88     -       706.     (meters)    2316.     (feet)  SCALED    
 LH1023  ___________________________________________________________________
 LH1023  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 LH1023  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 LH1023
 LH1023  HORZ ORDER  -  THIRD
 LH1023
 LH1023.The horizontal coordinates were established by classical geodetic methods
 LH1023.and adjusted by the National Geodetic Survey in August 1997..
 LH1023
 LH1023.The orthometric height was scaled from a topographic map.
 LH1023
 LH1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1023
 LH1023.The geoid height was determined by GEOID03.
 LH1023
 LH1023;                    North         East     Units Scale Factor Converg.
 LH1023;SPC NE       -    20,380.237   524,636.992   MT  0.99999258   +0 11 28.5
 LH1023;SPC KS N     -   188,243.508   253,892.594   MT  1.00004615   -1 04 58.2
 LH1023;UTM  14      - 4,429,831.753   439,287.951   MT  0.99964538   -0 27 26.9
 LH1023
 LH1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1023!SPC NE       -   0.99989310  x   0.99999258  =   0.99988568
 LH1023!SPC KS N     -   0.99989310  x   1.00004615  =   0.99993924
 LH1023!UTM  14      -   0.99989310  x   0.99964538  =   0.99953852
 LH1023
 LH1023|---------------------------------------------------------------------|
 LH1023| PID    Reference Object                     Distance      Geod. Az  |
 LH1023|                                                           dddmmss.s |
 LH1023| CN9943 MAPLE RM 1                            9.659 METERS 08627     |
 LH1023| CN9944 MAPLE RM 2                           11.759 METERS 27031     |
 LH1023| CN9942 MAPLE AZ MK                                        2703406.9 |
 LH1023|---------------------------------------------------------------------|
 LH1023
 LH1023                          SUPERSEDED SURVEY CONTROL
 LH1023
 LH1023  NAD 83(1986)-  40 00 59.43105(N)    099 42 41.10591(W) AD(       ) 3
 LH1023  NAD 27      -  40 00 59.40300(N)    099 42 39.69900(W) AD(       ) 3
 LH1023
 LH1023.Superseded values are not recommended for survey control.
 LH1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1023.See file dsdata.txt to determine how the superseded data were derived.
 LH1023
 LH1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK3928829832(NAD 83)
 LH1023_MARKER: DS = TRIANGULATION STATION DISK
 LH1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1023
 LH1023  HISTORY     - Date     Condition        Report By
 LH1023  HISTORY     - 1950     MONUMENTED       CGS
 LH1023
 LH1023                          STATION DESCRIPTION
 LH1023
 LH1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LH1023'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF ALMENA, KANSAS AND 1
 LH1023'MILE NORTH OF THE NEBRASKA-KANSAS STATE LINE, ON THE NORTH
 LH1023'RIGHT-OF-WAY OF AN EAST-WEST SECTION LINE ROAD.  IT IS 28 FEET
 LH1023'NORTH OF THE CENTER OF THE ROAD, 4.5 FEET EAST-SOUTHEAST OF A
 LH1023'WITNESS POST AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1023'STAMPED MAPLE 1950 AND PROJECTS 4 INCHES.
 LH1023'
 LH1023'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE CENTER OF THE ROAD
 LH1023'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LH1023'MAPLE NO 1 1950 AND PROJECTS 3 INCHES.
 LH1023'
 LH1023'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTER OF THE ROAD
 LH1023'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LH1023'MAPLE NO 2 1950 AND PROJECTS 3 INCHES.
 LH1023'
 LH1023'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 70.2 FEET.
 LH1023'
 LH1023'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LH1023'ROAD, 1.5 FEET EAST OF A WITNESS POST AND SET IN AN OLD EAST-WEST
 LH1023'FENCE LINE.  IT IS STAMPED MAPLE 1950 AND PROJECTS 1 INCH.  TO
 LH1023'REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 1.0 MILE
 LH1023'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LH1023'
 LH1023'TO REACH THE STATION FROM THE POST OFFICE IN ALMENA, KANSAS, GO
 LH1023'WEST FOR 0.8 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR
 LH1023'7.8 MILES TO A T ROAD AT THE NEBRASKA-KANSAS STATE LINE.  TURN
 LH1023'RIGHT AND GO 0.1 MILE EAST TO A T ROAD NORTH, TURN LEFT AND
 LH1023'GO 1.0 MILE NORTH TO A CROSSROAD, TURN RIGHT AND GO 0.25 MILE
 LH1023'EAST TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2116 ***********************************************************************
 MK2116  DESIGNATION -  MAPLE
 MK2116  PID         -  MK2116
 MK2116  STATE/COUNTY-  NE/DODGE
 MK2116  USGS QUAD   -  DODGE SW (1966)
 MK2116
 MK2116                         *CURRENT SURVEY CONTROL
 MK2116  ___________________________________________________________________
 MK2116* NAD 83(1995)-  41 35 24.53334(N)    096 53 42.42701(W)     ADJUSTED  
 MK2116* NAVD 88     -       477.5    (meters)    1567.     (feet)  VERTCON   
 MK2116  ___________________________________________________________________
 MK2116  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 MK2116  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 MK2116
 MK2116  HORZ ORDER  -  FIRST
 MK2116
 MK2116.The horizontal coordinates were established by classical geodetic methods
 MK2116.and adjusted by the National Geodetic Survey in August 1997..
 MK2116
 MK2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK2116
 MK2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2116
 MK2116.The geoid height was determined by GEOID03.
 MK2116
 MK2116;                    North         East     Units Scale Factor Converg.
 MK2116;SPC NE       -   199,697.345   758,742.135   MT  0.99965967   +2 03 27.3
 MK2116;UTM  14      - 4,606,412.128   675,440.148   MT  0.99997878   +1 23 51.3
 MK2116
 MK2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2116!SPC NE       -   0.99992914  x   0.99965967  =   0.99958884
 MK2116!UTM  14      -   0.99992914  x   0.99997878  =   0.99990792
 MK2116
 MK2116:                Primary Azimuth Mark                     Grid Az
 MK2116:SPC NE       -  MAPLE AZ MK                              016 50 06.2
 MK2116:UTM  14      -  MAPLE AZ MK                              017 29 42.2
 MK2116
 MK2116|---------------------------------------------------------------------|
 MK2116| PID    Reference Object                     Distance      Geod. Az  |
 MK2116|                                                           dddmmss.s |
 MK2116| CL7408 MAPLE AZ MK                                        0185333.5 |
 MK2116| CL7409 MAPLE RM 1                          209.700 METERS 09003     |
 MK2116| MK2115 NORTH BEND ATT MW TOWER             APPROX. 8.4 KM 1522920.5 |
 MK2116| CL7411 MAPLE RM 3                           30.099 METERS 27003     |
 MK2116| MK2117 MAPLE RM A                           28.903 METERS 34010     |
 MK2116| CL7410 MAPLE RM 2                                         35809     |
 MK2116|---------------------------------------------------------------------|
 MK2116
 MK2116                          SUPERSEDED SURVEY CONTROL
 MK2116
 MK2116  NAD 83(1986)-  41 35 24.54057(N)    096 53 42.42935(W) AD(       ) 1
 MK2116  NAD 27      -  41 35 24.52900(N)    096 53 41.33400(W) AD(       ) 1
 MK2116  NGVD 29 (07/19/86)  477.3    (m)         1566.     (f) VERT ANG       
 MK2116
 MK2116.Superseded values are not recommended for survey control.
 MK2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2116.See file dsdata.txt to determine how the superseded data were derived.
 MK2116
 MK2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM7544006412(NAD 83)
 MK2116_MARKER: DS = TRIANGULATION STATION DISK
 MK2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2116
 MK2116  HISTORY     - Date     Condition        Report By
 MK2116  HISTORY     - 1930     MONUMENTED       CGS
 MK2116  HISTORY     - 1935     GOOD             NEGS
 MK2116
 MK2116                          STATION DESCRIPTION
 MK2116
 MK2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK2116'STATION IS ABOUT 8-3/4 MILES N AND 1 MILE E OF ROGERS, NEAR
 MK2116'THE CENTER OF SEC. 30, T 19 N, R 5 E, ON LAND OWNED BY CARL
 MK2116'MOLLER AND OCCUPIED BY C.O. SCHIFERL WHO LIVES ABOUT 0.4 MILE NW
 MK2116'OF THE STATION.  STATION IS ON THE HALF-SECTION-LINE FENCE WHICH
 MK2116'RUNS E AND W AND IS ON THE HIGHEST POINT OF THE HILL.  IT IS
 MK2116'ABOUT 210 METERS W OF A FENCE CORNER FROM WHICH A FENCE EXTENDS
 MK2116'TO THE SOUTHWARD.
 MK2116'
 MK2116'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK2116'DISKS SET IN CONCRETE.
 MK2116'
 MK2116'REFERENCE MARK NO. 1 IS LOCATED IN THIS FENCE CORNER WHICH IS
 MK2116'SEPARATED FROM THE STATION BY A RAVINE WHICH RUNS N AND S.
 MK2116'REFERENCE MARK NO. 2 IS LOCATED IN A FENCE CORNER ABOUT 700
 MK2116'FEET E OF THE HOUSE AND IS ABOUT 1/4 MILE S OF THE SECTION-LINE
 MK2116'ROAD.
 MK2116'
 MK2116'STATION IS ABOUT 1/4 MILE S OF THIS MARK.
 MK2116'
 MK2116'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 MK2116
 MK2116                          STATION RECOVERY (1935)
 MK2116
 MK2116'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK2116'STATION RECOVERED IN GOOD CONDITION.  THE UPPER MARK IS FLUSH
 MK2116'WITH THE SURFACE AND WILL USUALLY BE COVERED.  THE STATION MARK IS
 MK2116'AT THE CENTER OF SEC. 30, T 19 N, R 5 E, 6 FEET W OF A FENCE
 MK2116'CORNER AND 1 FOOT S OF AN E AND W FENCE.  THE LAND IS OWNED BY
 MK2116'CARL MOLLER AND OCCUPIED BY FRANK GOEKEN.
 MK2116'
 MK2116'REFERENCE MARK NO. 1 IS AT E-W FENCE LINE, ABOUT 1/8 MILE E OF
 MK2116'THE STATION, AND ABOUT 100 YARDS W OF A 4-WAY FENCE CORNER.
 MK2116'REFERENCE MARK NO. 2 IS AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2117 ***********************************************************************
 MK2117  DESIGNATION -  MAPLE RM A
 MK2117  PID         -  MK2117
 MK2117  STATE/COUNTY-  NE/DODGE
 MK2117  USGS QUAD   -  DODGE SW (1966)
 MK2117
 MK2117                         *CURRENT SURVEY CONTROL
 MK2117  ___________________________________________________________________
 MK2117* NAD 83(1995)-  41 35 25.41460(N)    096 53 42.85047(W)     ADJUSTED  
 MK2117* NAVD 88     -       476.9    (meters)    1565.     (feet)  VERTCON   
 MK2117  ___________________________________________________________________
 MK2117  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 MK2117  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 MK2117
 MK2117  HORZ ORDER  -  FIRST
 MK2117
 MK2117.The horizontal coordinates were established by classical geodetic methods
 MK2117.and adjusted by the National Geodetic Survey in August 1997..
 MK2117
 MK2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK2117
 MK2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2117
 MK2117.The geoid height was determined by GEOID03.
 MK2117
 MK2117;                    North         East     Units Scale Factor Converg.
 MK2117;SPC NE       -   199,724.154   758,731.361   MT  0.99965968   +2 03 27.1
 MK2117;UTM  14      - 4,606,439.069   675,429.681   MT  0.99997874   +1 23 51.0
 MK2117
 MK2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2117!SPC NE       -   0.99992924  x   0.99965968  =   0.99958894
 MK2117!UTM  14      -   0.99992924  x   0.99997874  =   0.99990798
 MK2117
 MK2117:                Primary Azimuth Mark                     Grid Az
 MK2117:SPC NE       -  WEBSTER                                  091 31 32.9
 MK2117:UTM  14      -  WEBSTER                                  092 11 09.0
 MK2117
 MK2117|---------------------------------------------------------------------|
 MK2117| PID    Reference Object                     Distance      Geod. Az  |
 MK2117|                                                           dddmmss.s |
 MK2117| MK2114 WEBSTER                             APPROX.10.4 KM 0933500.0 |
 MK2117| MK2115 NORTH BEND ATT MW TOWER             APPROX. 8.4 KM 1523054.9 |
 MK2117| MK2116 MAPLE                                28.903 METERS 16010     |
 MK2117|---------------------------------------------------------------------|
 MK2117
 MK2117                          SUPERSEDED SURVEY CONTROL
 MK2117
 MK2117  NAD 83(1986)-  41 35 25.42192(N)    096 53 42.85285(W) AD(       ) 1
 MK2117  NAD 27      -  41 35 25.41026(N)    096 53 41.75744(W) AD(       ) 1
 MK2117  NGVD 29 (07/19/86)  476.7    (m)         1564.     (f) VERT ANG       
 MK2117
 MK2117.Superseded values are not recommended for survey control.
 MK2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2117.See file dsdata.txt to determine how the superseded data were derived.
 MK2117
 MK2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM7543006439(NAD 83)
 MK2117_MARKER: DS = TRIANGULATION STATION DISK
 MK2117_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MK2117_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MK2117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2117
 MK2117  HISTORY     - Date     Condition        Report By
 MK2117  HISTORY     - 1968     MONUMENTED       CGS
 MK2117
 MK2117                          STATION DESCRIPTION
 MK2117
 MK2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK2117'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF NORTH BEND, 8
 MK2117'MILES NORTH OF RODGERS AND ON PROPERTY OWNED BY MR. CHARLES DVORAK.
 MK2117'
 MK2117'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED MAPLE
 MK2117'RM A 1968, CEMENTED IN THE TOP OF A IRREGULAR MASS OF CONCRETE THAT
 MK2117'IS 21 INCHES BELOW THE GROUND SURFACE.  IT IS 90 FEET NORTH OF A
 MK2117'WIRE FENCE.
 MK2117'
 MK2117'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MAPLE 1930.
 MK2117'THE DISTANCE, REDUCED TO SEA LEVEL AND THE DIRECTION ARE NOTED
 MK2117'BELOW.
 MK2117'
 MK2117'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR MAPLE
 MK2117'1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0455 ***********************************************************************
 LJ0455  DESIGNATION -  MARION
 LJ0455  PID         -  LJ0455
 LJ0455  STATE/COUNTY-  NE/RED WILLOW
 LJ0455  USGS QUAD   -  MC COOK SE (1957)
 LJ0455
 LJ0455                         *CURRENT SURVEY CONTROL
 LJ0455  ___________________________________________________________________
 LJ0455* NAD 83(1995)-  40 05 23.83134(N)    100 31 48.14302(W)     ADJUSTED  
 LJ0455* NAVD 88     -       843.     (meters)    2766.     (feet)  SCALED    
 LJ0455  ___________________________________________________________________
 LJ0455  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 LJ0455  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 LJ0455
 LJ0455  HORZ ORDER  -  FIRST
 LJ0455
 LJ0455.The horizontal coordinates were established by classical geodetic methods
 LJ0455.and adjusted by the National Geodetic Survey in August 1997..
 LJ0455
 LJ0455.The orthometric height was scaled from a topographic map.
 LJ0455
 LJ0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0455
 LJ0455.The geoid height was determined by GEOID03.
 LJ0455
 LJ0455;                    North         East     Units Scale Factor Converg.
 LJ0455;SPC NE       -    28,632.574   454,799.377   MT  0.99996056   -0 21 04.5
 LJ0455;SPC KS N     -   198,032.513   184,248.145   MT  1.00006414   -1 36 02.9
 LJ0455;UTM  14      - 4,438,862.922   369,565.127   MT  0.99980944   -0 59 07.7
 LJ0455
 LJ0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0455!SPC NE       -   0.99987152  x   0.99996056  =   0.99983208
 LJ0455!SPC KS N     -   0.99987152  x   1.00006414  =   0.99993565
 LJ0455!UTM  14      -   0.99987152  x   0.99980944  =   0.99968098
 LJ0455
 LJ0455|---------------------------------------------------------------------|
 LJ0455| PID    Reference Object                     Distance      Geod. Az  |
 LJ0455|                                                           dddmmss.s |
 LJ0455| CN9946 MARION RM 1                          38.585 METERS 11110     |
 LJ0455| CN9947 MARION RM 2                          31.699 METERS 24308     |
 LJ0455| CN9945 MARION AZ MK                                       2695536.7 |
 LJ0455|---------------------------------------------------------------------|
 LJ0455
 LJ0455                          SUPERSEDED SURVEY CONTROL
 LJ0455
 LJ0455  NAD 83(1986)-  40 05 23.83603(N)    100 31 48.14786(W) AD(       ) 1
 LJ0455  NAD 27      -  40 05 23.82100(N)    100 31 46.61000(W) AD(       ) 1
 LJ0455
 LJ0455.Superseded values are not recommended for survey control.
 LJ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0455.See file dsdata.txt to determine how the superseded data were derived.
 LJ0455
 LJ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6956538863(NAD 83)
 LJ0455_MARKER: DS = TRIANGULATION STATION DISK
 LJ0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0455
 LJ0455  HISTORY     - Date     Condition        Report By
 LJ0455  HISTORY     - 1935     MONUMENTED       CGS
 LJ0455  HISTORY     - 1957     SEE DESCRIPTION  USGS
 LJ0455
 LJ0455                          STATION DESCRIPTION
 LJ0455
 LJ0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0455'STATION IS ABOUT 8 MILES SOUTH AND 3 MILES EAST OF MC COOK, NEAR
 LJ0455'THE SOUTHWEST CORNER OF SEC. 30, T. 2 N., R. 2, W., ON THE DIVIDE
 LJ0455'BETWEEN BEAVER CREEK AND THE REPUBLICAN RIVER, ON THE HIGHEST
 LJ0455'POINT IN THE VICINITY.  IT IS ABOUT 0.2 MILE EAST OF A ROAD
 LJ0455'INTERSECTION AND ABOUT 150 YARDS WEST OF THE WEST END OF A
 LJ0455'PROMINENT GROVE OF TREES WHICH EXTEND EAST AND WEST ALONG THE
 LJ0455'NORTH SIDE OF THE ROAD, 20 FEET NORTH OF THE CENTER OF THE
 LJ0455'GRADED ROAD, AND 6 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 LJ0455'THE MARK PROJECTS 6 INCHES.
 LJ0455'
 LJ0455'THE AZIMUTH MARK IS ABOUT 0.9 MILE WEST OF THE
 LJ0455'STATION, IN THE NORTHEAST ANGLE OF A ROAD INTERSECTION, 30 FEET
 LJ0455'NORTH OF THE CENTER OF THE EAST-AND-WEST FENCE, AND PROJECTS
 LJ0455'6 INCHES.
 LJ0455'
 LJ0455'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE
 LJ0455'STATION.  IT IS 26 FEET SOUTH OF THE CENTER OF THE ROAD, 1 FOOT
 LJ0455'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND PROJECTS 8 INCHES.
 LJ0455'
 LJ0455'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION,
 LJ0455'26 FEET SOUTH OF THE CENTER OF THE ROAD, 1 FOOT NORTH OF THE
 LJ0455'SOUTH RIGHT-OF-WAY FENCE, AND PROJECTS 8 INCHES.
 LJ0455'
 LJ0455'THE STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 183 AND
 LJ0455'STATE HIGHWAY 89 WHICH IS ABOUT 15 MILES SOUTH OF MC COOK, BY
 LJ0455'GOING NORTH ON HIGHWAY 183 FOR 4.1 MILES.  AT A POINT WHERE THE
 LJ0455'HIGHWAY TURNS TO THE WEST, DRIVE EAST ON A GRADED ROAD 1.2
 LJ0455'MILES, TURN NORTH AND GO 1.0 MILE, TURN EAST AND GO 1.2 MILES
 LJ0455'TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 LJ0455'
 LJ0455'A 10-FOOT STAND CLEARED ALL LINES.
 LJ0455
 LJ0455                          STATION RECOVERY (1957)
 LJ0455
 LJ0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LJ0455'STATION AND BOTH REFERENCE MARKS ALL FOUND UPROOTED AND DESTROYED.
 LJ0455'APPARENTLY CAUSED BY NEW ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0633 ***********************************************************************
 NP0633  DESIGNATION -  MARPLE
 NP0633  PID         -  NP0633
 NP0633  STATE/COUNTY-  NE/SHERIDAN
 NP0633  USGS QUAD   -  SKUNK LAKE NW (1989)
 NP0633
 NP0633                         *CURRENT SURVEY CONTROL
 NP0633  ___________________________________________________________________
 NP0633* NAD 83(1995)-  42 28 07.99425(N)    102 44 02.07794(W)     ADJUSTED  
 NP0633* NAVD 88     -      1178.     (meters)    3865.     (feet)  SCALED    
 NP0633  ___________________________________________________________________
 NP0633  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 NP0633  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 NP0633
 NP0633  HORZ ORDER  -  SECOND
 NP0633
 NP0633.The horizontal coordinates were established by classical geodetic methods
 NP0633.and adjusted by the National Geodetic Survey in August 1997..
 NP0633
 NP0633.The orthometric height was scaled from a topographic map.
 NP0633
 NP0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0633
 NP0633.The geoid height was determined by GEOID03.
 NP0633
 NP0633;                    North         East     Units Scale Factor Converg.
 NP0633;SPC NE       -   296,181.325   275,246.304   MT  0.99980000   -1 48 42.3
 NP0633;UTM  13      - 4,704,326.460   686,292.460   MT  1.00002701   +1 31 49.7
 NP0633
 NP0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0633!SPC NE       -   0.99981821  x   0.99980000  =   0.99961825
 NP0633!UTM  13      -   0.99981821  x   1.00002701  =   0.99984522
 NP0633
 NP0633|---------------------------------------------------------------------|
 NP0633| PID    Reference Object                     Distance      Geod. Az  |
 NP0633|                                                           dddmmss.s |
 NP0633| CP9925 MARPLE RM 1                          20.129 METERS 08142     |
 NP0633| CP9924 MARPLE AZ MK                                       1792553.9 |
 NP0633| CP9926 MARPLE RM 2                          24.549 METERS 18238     |
 NP0633|---------------------------------------------------------------------|
 NP0633
 NP0633                          SUPERSEDED SURVEY CONTROL
 NP0633
 NP0633  NAD 83(1995)-  42 28 07.99378(N)    102 44 02.07666(W) AD(       ) 2
 NP0633  NAD 83(1986)-  42 28 07.98903(N)    102 44 02.07369(W) AD(       ) 2
 NP0633  NAD 27      -  42 28 08.12700(N)    102 44 00.35100(W) AD(       ) 2
 NP0633
 NP0633.Superseded values are not recommended for survey control.
 NP0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0633.See file dsdata.txt to determine how the superseded data were derived.
 NP0633
 NP0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8629204326(NAD 83)
 NP0633_MARKER: DB = BENCH MARK DISK
 NP0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0633
 NP0633  HISTORY     - Date     Condition        Report By
 NP0633  HISTORY     - 1946     MONUMENTED       USGS
 NP0633  HISTORY     - 1968     SEE DESCRIPTION  USGS
 NP0633
 NP0633                          STATION DESCRIPTION
 NP0633
 NP0633'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0633'IT IS LOCATED ABOUT 15 MILES, AIR LINE, SOUTH OF HAY SPRINGS,
 NP0633'19 MILES NORTHEAST OF HEMINGFORD, 65 FEET NORTHWEST OF THE
 NP0633'CENTER OF A GRADED ROAD, 46 FEET NORTH OF THE CENTER OF A WIRE
 NP0633'GATE, 28 FEET WEST OF THE CENTER OF A WIRE GATE, AND 11
 NP0633'FEET SOUTHEAST OF A FENCE CORNER, AT THE INTERSECTION OF
 NP0633'SECTIONS 20, 21, 28 AND 29, IN T 29 N, R 46 W.  IT IS A USGS
 NP0633'BM DISK CEMENTED IN THE TOP OF A 7 INCH SQUARE CONCRETE POST
 NP0633'PROJECTING 7 INCHES AND IS STAMPED MARPLE 1946.
 NP0633'
 NP0633'REFERENCE MARK NO. 1 IS 38.5 FEET EAST OF THE CENTER OF A
 NP0633'WIRE GATE, 35 FEET NORTH OF THE CENTER OF A GRADED ROAD, AND
 NP0633'1 FOOT SOUTH OF A FENCE INTERSECTION.  IT PROJECTS 8 INCHES
 NP0633'AND IS STAMPED MARPLE USGS 1946 NO 1.
 NP0633'
 NP0633'REFERENCE MARK NO. 2 IS 35.5 FEET SOUTH OF THE CENTER OF A
 NP0633'WIRE GATE, 29.5 FEET WEST OF THE CENTER OF A GRADED ROAD,
 NP0633'AND 3 FEET EAST OF A WIRE FENCE.  IT PROJECTS 9 INCHES AND
 NP0633'IS STAMPED MARPLE USGS 1946 NO 2.
 NP0633'
 NP0633'AZIMUTH MARK IS ON THE SUMMIT OF A LOW ROUNDED-TOP HILL 0.1
 NP0633'MILE SOUTH OF A T INTERSECTION, 28.5 FEET EAST OF THE CENTER
 NP0633'OF A DIRT ROAD, AND 1.5 FEET WEST OF A WIRE FENCE.  IT PROJECTS
 NP0633'8 INCHES AND IS STAMPED MARPLE USGS 1946.
 NP0633'
 NP0633'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 19 AND NO. 2
 NP0633'AT THE EAST EDGE OF ALLIANCE, GO NORTH ON STATE HIGHWAY NO. 19 FOR
 NP0633'16.1 MILE TO THE JUNCTION OF STATE HIGHWAY NO. 87.  TURN RIGHT,
 NP0633'EAST, ON STATE HIGHWAY NO. 87 FOR 8.2 MILES.  THEN LEFT,
 NP0633'NORTH, AND CONTINUE ON HIGHWAY FOR 7.55 MILES.  THEN RIGHT,
 NP0633'EAST, ON HIGHWAY FOR 0.75 MILE.  AND THEN TURN LEFT, NORTH,
 NP0633'ON HIGHWAY AND GO 2.0 MILES TO A CROSSROAD.  TURN LEFT AND
 NP0633'GO WEST ON GRADED ROAD FOR 2.0 MILES TO THE STATION ON THE
 NP0633'RIGHT AS DESCRIBED, AT THIS POINT THE ROAD TURNS LEFT, SOUTH.
 NP0633'
 NP0633'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON DIRT
 NP0633'ROAD FOR 1.0 MILE TO THE TOP OF A SMALL HILL AND THE STATION
 NP0633'ON THE LEFT AS DESCRIBED.
 NP0633
 NP0633                          STATION RECOVERY (1968)
 NP0633
 NP0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NP0633'STATION MARK WAS DESTROYED, DUE TO NEW ROAD CONSTRUCTION.
 NP0633'THE AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 NP0633'CONDITION.  MARPLES 2 WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0634 ***********************************************************************
 NP0634  CBN         -  This is a Cooperative Base Network Control Station.
 NP0634  DESIGNATION -  MARPLE 2
 NP0634  PID         -  NP0634
 NP0634  STATE/COUNTY-  NE/SHERIDAN
 NP0634  USGS QUAD   -  SKUNK LAKE NW (1989)
 NP0634
 NP0634                         *CURRENT SURVEY CONTROL
 NP0634  ___________________________________________________________________
 NP0634* NAD 83(1995)-  42 28 08.12265(N)    102 44 02.08012(W)     ADJUSTED  
 NP0634* NAVD 88     -      1177.7    (meters)    3864.     (feet)  GPS OBS   
 NP0634  ___________________________________________________________________
 NP0634  X           -  -1,038,821.617 (meters)                     COMP
 NP0634  Y           -  -4,596,927.326 (meters)                     COMP
 NP0634  Z           -   4,284,951.749 (meters)                     COMP
 NP0634  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 NP0634  ELLIP HEIGHT-        1159.41  (meters)          (09/24/01) GPS OBS
 NP0634  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 NP0634
 NP0634  HORZ ORDER  -  B
 NP0634  ELLP ORDER  -  FOURTH    CLASS I
 NP0634
 NP0634.The horizontal coordinates were established by GPS observations
 NP0634.and adjusted by the National Geodetic Survey in June 1996..
 NP0634
 NP0634.The orthometric height was determined by GPS observations and a
 NP0634.high-resolution geoid model.
 NP0634
 NP0634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0634
 NP0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0634
 NP0634.The ellipsoidal height was determined by GPS observations
 NP0634.and is referenced to NAD 83.
 NP0634
 NP0634.The geoid height was determined by GEOID03.
 NP0634
 NP0634;                    North         East     Units Scale Factor Converg.
 NP0634;SPC NE       -   296,185.286   275,246.380   MT  0.99980001   -1 48 42.3
 NP0634;UTM  13      - 4,704,330.419   686,292.305   MT  1.00002701   +1 31 49.7
 NP0634
 NP0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0634!SPC NE       -   0.99981820  x   0.99980001  =   0.99961825
 NP0634!UTM  13      -   0.99981820  x   1.00002701  =   0.99984520
 NP0634
 NP0634|---------------------------------------------------------------------|
 NP0634| PID    Reference Object                     Distance      Geod. Az  |
 NP0634|                                                           dddmmss.s |
 NP0634| CP9925 MARPLE RM 1                          20.056 METERS 09315     |
 NP0634| CP9924 MARPLE AZ MK                                       1792544.4 |
 NP0634| CP9926 MARPLE RM 2                          28.594 METERS 18203     |
 NP0634|---------------------------------------------------------------------|
 NP0634
 NP0634                          SUPERSEDED SURVEY CONTROL
 NP0634
 NP0634  ELLIP H (06/25/96) 1159.46   (m)                       GP(       ) 1 1
 NP0634  NAD 83(1986)-  42 28 08.11714(N)    102 44 02.07109(W) AD(       ) 2
 NP0634  NAD 27      -  42 28 08.25820(N)    102 44 00.35560(W) AD(       ) 2
 NP0634  NGVD 29 (07/19/86) 1177.2    (m)         3862.     (f) VERT ANG       
 NP0634
 NP0634.Superseded values are not recommended for survey control.
 NP0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0634.See file dsdata.txt to determine how the superseded data were derived.
 NP0634
 NP0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8629204330(NAD 83)
 NP0634_MARKER: DB = BENCH MARK DISK
 NP0634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0634_STAMPING: MARPLE 2 1968
 NP0634_MARK LOGO: USGS  
 NP0634_MAGNETIC: I = MARKER IS A STEEL ROD
 NP0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0634+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1995
 NP0634
 NP0634  HISTORY     - Date     Condition        Report By
 NP0634  HISTORY     - 1968     MONUMENTED       USGS
 NP0634  HISTORY     - 19950503 GOOD             NGS
 NP0634
 NP0634                          STATION DESCRIPTION
 NP0634
 NP0634'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0634'THE STATION IS ABOUT 15.0 MI SSW. OF HAY SPRINGS, NEAR THE
 NP0634'COR. OF SECS. 20, 21, 28 AND 29, T. 29 N., R. 46 W.
 NP0634'
 NP0634'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 20 AND STATE
 NP0634'HWY. 87 S. NEAR HAY SPRINGS, GO S. ON STATE HWY. 87 15.0 MI
 NP0634'TO CROSSROADS, TURN RIGHT (W.) GO 2.0 MI TO WIRE GATE AND
 NP0634'STATION ON RIGHT (N.) IN PASTURE LAND.
 NP0634'
 NP0634'STATION MARK IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0634'COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0634'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED MARPLE 2 1968,
 NP0634'STATION IS 33 FT N. AND 24 FT W. OF CENTER OF E. AND S. RDS.
 NP0634'EXTENDED, 4 FT N. OF E.-W. FENCE, 4 FT N. OF USGS WITNESS POST,
 NP0634'MARK IS FLUSH WITH THE GROUND.
 NP0634'
 NP0634'REFERENCE MARK NO. 1 IS 39 FT E. OF THE CENTER OF A WIRE GATE,
 NP0634'35 FT N. OF THE CENTER OF A GRADED RD., 1 FT S. OF A FENCE
 NP0634'INTERSECTION, IT PROJECTS 8 IN. AND IS STAMPED MARPLE USGS
 NP0634'1946 NO 1
 NP0634'
 NP0634'REFERENCE MARK NO. 2 IS 36 FT S. OF THE CENTER OF A WIRE GATE,
 NP0634'30 FT W. OF THE CENTER OF A GRADED RD. AND 3 FT E. OF A WIRE
 NP0634'FENCE, IT PROJECTS 9 IN. AND IS STAMPED MARPLE USGS 1946 NO 2
 NP0634'
 NP0634'AZIMUTH MARK IS ON THE SUMMIT OF A LOW ROUNDED TOP HILL, 0.1
 NP0634'MI S. OF A T INTERSECTION, 29 FT E. OF THE CENTER OF A DIRT
 NP0634'RD., AND 2 FT W. OF A WIRE FENCE, IT PROJECTS 8 IN. AND IS
 NP0634'STAMPED MARPLE USGS 1946, 0.1 MI S. OF THE COR. OF SECS. 28,
 NP0634'29, 32 AND 33, T. 29 N., R. 46 W.
 NP0634'
 NP0634'STANDARD BRACED TRIPOD USED.
 NP0634
 NP0634                          STATION RECOVERY (1995)
 NP0634
 NP0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0634'THE MARK IS LOCATED ABOUT 15.0 MI (24.1 KM) SOUTH OF HAY SPRINGS, 1.0
 NP0634'MI (1.6 KM) SOUTH OF THE NIOBRARA RIVER, 2.0 MI (3.2 KM) WEST OF STATE
 NP0634'HIGHWAY 87, IN THE SOUTHEAST CORNER OF A PASTURE, AT THE SOUTHEAST
 NP0634'CORNER OF SEC20, T29N, R46W AND ON PROPERTY OWNED BY DAVE GLENN, HC56,
 NP0634'BOX 123A, HAY SPRINGS, NEBRAKSA 69347.  TELEPHONE 308-232-4420.  TO
 NP0634'REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 87 WITH U.S. HIGHWAY
 NP0634'20 AT THE WEST SIDE OF HAY SPRINGS, GO SOUTH ON HIGHWAY 87 FOR 14.0 MI
 NP0634'(22.5 KM) TO A BRIDGE OVER THE NIOBRARA RIVER.  CONTINUE SOUTH FOR 0.9
 NP0634'MI (1.4 KM) TO A GRADED COUNTY ROAD ON THE RIGHT AND A PRIVATE DRIVE
 NP0634'ON THE LEFT.  TURN RIGHT AND GO WEST ON THE COUNTY ROAD FOR 2.0 MI
 NP0634'(3.2 KM) TO A CURVE LEFT, AND SOUTH, AN ABANDONED COUNTY ROAD STRAIGHT
 NP0634'AHEAD AND THE MARK ON THE RIGHT, JUST WEST OF A GATE.  THE MARK IS A
 NP0634'USGS DISK, CRIMPED TO THE TOP OF A COPPER CLAD ROD, SET WITHIN A
 NP0634'6-INCH ROUND, CLAY TILE THAT IS RECESSED ABOUT 0.1 FT (3.0 CM) BELOW
 NP0634'THE GROUND SURFACE.  IT IS 65.8 FT (20.1 M) WEST FROM REFERENCE MARK
 NP0634'1, WHICH IS AT A T-FENCE CORNER, 26.0 FT (7.9 M) NORTH OF THE
 NP0634'CENTERLINE OF THE ABANDONED ROAD, 28.0 FT (8.5 M) WEST OF THE EXTENDED
 NP0634'CENTERLINE OF THE ROAD LEADING SOUTH, 23.5 FT (7.2 M) SOUTH-SOUTHEAST
 NP0634'OF THE SOUTHERNMOST GUY WIRE HOOK FOR 2 GUY WIRES FOR A UTILITY POLE,
 NP0634'6.1 FT (1.9 M) EAST-NORTHEAST OF THE POLE, 3.9 FT (1.2 M) NORTH OF AN
 NP0634'EAST/WEST FENCE AND 4.4 FT (1.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1071 ***********************************************************************
 ML1071  DESIGNATION -  MARQUETTE MUNICIPAL TANK
 ML1071  PID         -  ML1071
 ML1071  STATE/COUNTY-  NE/HAMILTON
 ML1071  USGS QUAD   -  CENTRAL CITY WEST (1983)
 ML1071
 ML1071                         *CURRENT SURVEY CONTROL
 ML1071  ___________________________________________________________________
 ML1071* NAD 83(1995)-  41 00 19.47397(N)    098 00 37.28916(W)     ADJUSTED  
 ML1071* NAVD 88     -                                                        
 ML1071  ___________________________________________________________________
 ML1071  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 ML1071  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 ML1071
 ML1071  HORZ ORDER  -  THIRD
 ML1071
 ML1071.The horizontal coordinates were established by classical geodetic methods
 ML1071.and adjusted by the National Geodetic Survey in August 1997..
 ML1071
 ML1071
 ML1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1071
 ML1071.The geoid height was determined by GEOID03.
 ML1071
 ML1071;                    North         East     Units Scale Factor Converg.
 ML1071;SPC NE       -   132,056.795   667,319.630   MT  0.99969649   +1 19 06.7
 ML1071;UTM  14      - 4,539,829.177   583,224.178   MT  0.99968525   +0 38 57.7
 ML1071
 ML1071                          SUPERSEDED SURVEY CONTROL
 ML1071
 ML1071  NAD 83(1986)-  41 00 19.48113(N)    098 00 37.29089(W) AD(       ) 4
 ML1071  NAD 27      -  41 00 19.42800(N)    098 00 36.08500(W) AD(       ) 3
 ML1071
 ML1071.Superseded values are not recommended for survey control.
 ML1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1071.See file dsdata.txt to determine how the superseded data were derived.
 ML1071
 ML1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8322439829(NAD 83)
 ML1071_MARKER: 53 = ELEVATED TANK
 ML1071
 ML1071  HISTORY     - Date     Condition        Report By
 ML1071  HISTORY     - 1950     FIRST OBSERVED   CGS
 ML1071
 ML1071                          STATION DESCRIPTION
 ML1071
 ML1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1071'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF THE BUSINESS
 ML1071'DISTRICT IN THE SMALL TOWN OF MARQUETTE.  IT IS APPROXIMATELY
 ML1071'125 FEET HIGH, HAS 4-LEGS AND IS PAINTED SILVER.
 ML1071'
 ML1071'TO REACH FROM THE POST OFFICE IN MARQUETTE, GO EAST ON THE
 ML1071'MAIN STREET FOR 0.05 MILE TO A CROSS STREETS.  TURN RIGHT
 ML1071'(SOUTH) AND GO 0.05 MILE TO STATION ON RIGHT.
 ML1071'
 ML1071'THE POINT INTERSECTED WAS THE BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0440 ***********************************************************************
 NO0440  DESIGNATION -  MARSH
 NO0440  PID         -  NO0440
 NO0440  STATE/COUNTY-  NE/CHERRY
 NO0440  USGS QUAD   -  WILLOW LAKE (1985)
 NO0440
 NO0440                         *CURRENT SURVEY CONTROL
 NO0440  ___________________________________________________________________
 NO0440* NAD 83(1995)-  42 33 10.86845(N)    100 32 12.59094(W)     ADJUSTED  
 NO0440* NAVD 88     -       914.     (meters)    2999.     (feet)  SCALED    
 NO0440  ___________________________________________________________________
 NO0440  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 NO0440  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 NO0440
 NO0440  HORZ ORDER  -  SECOND
 NO0440
 NO0440.The horizontal coordinates were established by classical geodetic methods
 NO0440.and adjusted by the National Geodetic Survey in August 1997..
 NO0440
 NO0440.The orthometric height was scaled from a topographic map.
 NO0440
 NO0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0440
 NO0440.The geoid height was determined by GEOID03.
 NO0440
 NO0440;                    North         East     Units Scale Factor Converg.
 NO0440;SPC NE       -   302,108.280   455,918.297   MT  0.99982586   -0 21 20.7
 NO0440;UTM  14      - 4,712,324.736   373,829.973   MT  0.99979586   -1 02 22.0
 NO0440
 NO0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0440!SPC NE       -   0.99986001  x   0.99982586  =   0.99968589
 NO0440!UTM  14      -   0.99986001  x   0.99979586  =   0.99965590
 NO0440
 NO0440:                Primary Azimuth Mark                     Grid Az
 NO0440:SPC NE       -  MARSH AZ MK                              003 29 03.9
 NO0440:UTM  14      -  MARSH AZ MK                              004 10 05.2
 NO0440
 NO0440|---------------------------------------------------------------------|
 NO0440| PID    Reference Object                     Distance      Geod. Az  |
 NO0440|                                                           dddmmss.s |
 NO0440| CO4024 MARSH AZ MK                                        0030743.2 |
 NO0440| CO4025 MARSH RM 1                           32.818 METERS 04647     |
 NO0440| NO0439 MARSH 2                              14.720 METERS 25953     |
 NO0440| CO4026 MARSH RM 2                           20.024 METERS 28544     |
 NO0440|---------------------------------------------------------------------|
 NO0440
 NO0440                          SUPERSEDED SURVEY CONTROL
 NO0440
 NO0440  NAD 83(1986)-  42 33 10.86945(N)    100 32 12.59856(W) AD(       ) 2
 NO0440  NAD 27      -  42 33 10.87400(N)    100 32 11.12700(W) AD(       ) 2
 NO0440
 NO0440.Superseded values are not recommended for survey control.
 NO0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0440.See file dsdata.txt to determine how the superseded data were derived.
 NO0440
 NO0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7383012325(NAD 83)
 NO0440_MARKER: DS = TRIANGULATION STATION DISK
 NO0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0440
 NO0440  HISTORY     - Date     Condition        Report By
 NO0440  HISTORY     - 1949     MONUMENTED       CGS
 NO0440  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NO0440  HISTORY     - 1960     SEE DESCRIPTION  CGS
 NO0440
 NO0440                          STATION DESCRIPTION
 NO0440
 NO0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0440'THE STATION IS LOCATED ABOUT 19.5 MILES SOUTH-SOUTHEAST OF
 NO0440'VALENTINE ON THE WEST SIDE OF U.S. HIGHWAY 83 AND ON THE
 NO0440'HIGHEST POINT OF A PROMINENT EAST-WEST SAND RIDGE AND ON LAND
 NO0440'OF THE VALENTINE NATIONAL WILDLIFE REFUGE OWNED BY THE U.S.
 NO0440'GOVERNMENT.  IT IS ABOUT 250 FEET WEST OF U.S. HIGHWAY 83 AND
 NO0440'4 FEET EAST OF WITNESS POST, STAMPED MARSH 1949 AND PROJECTS
 NO0440'2 INCHES.
 NO0440'
 NO0440'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET ON THE
 NO0440'SAND RIDGE ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION
 NO0440'MARK.  IT IS STAMPED MARSH NO 1 1949 AND PROJECTS 3 INCHES.
 NO0440'
 NO0440'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, SET ON
 NO0440'THE WEST SLOPE OF THE RIDGE AND ABOUT 3 FEET LOWER IN ELEVATION
 NO0440'THAN STATION MARK.  IT IS STAMPED MARSH NO 2 1949 AND PROJECTS
 NO0440'2 INCHES.
 NO0440'
 NO0440'THE AZIMUTH MARK IS ABOUT 0.85 MILE NORTH-NORTHEAST OF THE
 NO0440'STATION, 50 FEET EAST OF THE CENTER OF U.S. HIGHWAY 83, 1 FOOT
 NO0440'WEST OF FENCE LINE AND 1-1/2 FEET SOUTH OF WITNESS POST.  IT
 NO0440'IS STAMPED MARSH 1949 AND PROJECTS 2 INCHES.
 NO0440'
 NO0440'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NO0440'AND 83 ABOUT 5.5 MILES SOUTH-SOUTHEAST OF VALENTINE, GO SOUTH
 NO0440'ON U.S. HIGHWAY 83 FOR 15.65 MILES TO SCHOOL HOUSE ON THE
 NO0440'RIGHT, CONTINUE SOUTH ON HIGHWAY FOR 2.25 MILES TO THE AZIMUTH
 NO0440'MARK ON THE EAST SIDE AS DESCRIBED, CONTINUE SOUTH ON HIGHWAY
 NO0440'FOR 0.85 MILE TO TOP OF HILL, STATION IS ABOUT 250 FEET
 NO0440'WEST OF THIS POINT ON THE HIGHEST POINT OF THE RIDGE AS
 NO0440'DESCRIBED.
 NO0440'
 NO0440'A 100 FOOT SIGNAL AT STATION REFUGE IS VISIBLE AT 4 FEET
 NO0440'
 NO0440'A 4 FOOT SIGNAL AT STATION WILDLIFE IS VISIBLE AT 4 FEET
 NO0440'
 NO0440'A 4 FOOT SIGNAL AT STATION DANIELS 1933 IS VISIBLE AT 4 FEET
 NO0440'
 NO0440'A 74 FOOT SIGNAL AT STATION BAKER 1933 IS VISIBLE AT 4 FEET
 NO0440'
 NO0440'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 NO0440
 NO0440                          STATION RECOVERY (1954)
 NO0440
 NO0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 NO0440'STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 NO0440'CONDITION EXCEPT THE STATION MARK.  WIND EROSION HAD CUT A
 NO0440'GAP IN THE SAND RIDGE AROUND THE STATION MARK AND THE CONCRETE
 NO0440'BLOCK FROM WHICH THE DISK HAD BEEN REMOVED WAS FOUND TOPPLED
 NO0440'OVER.  AT THE BASE OF THE CONCRETE BLOCK, THE UNDERGROUND MARK
 NO0440'WAS FOUND ABOUT 4 INCHES BELOW THE SURFACE AND APPARENTLY
 NO0440'UNDISTURBED.  THE HORIZONTAL DISTANCES CHECKED TO THE REFERENCE
 NO0440'MARKS AND THE MEASURED ANGLES ARE LISTED BELOW.  THE
 NO0440'UNDERGROUND MARK WAS LOWERED IN PLACE AND A SURFACE MARK WAS
 NO0440'ESTABLISHED.  THE DUCKBOARDS FROM THE OLD STAND WERE USED AS
 NO0440'A CRIBBING TO PROTECT THE SURFACE MARK AND STAKES WERE
 NO0440'DRIVEN IN THE SAND TO HOLD THE DUCKBOARDS IN PLACE.  THE
 NO0440'STATION MARK IS IN THE APPROXIMATE CENTER OF THE TRIANGLE
 NO0440'FORMED BY THE DUCKBOARDS.  SURFACE AND UNDERGROUND STATION
 NO0440'MARKS DESCRIBED.
 NO0440
 NO0440                          STATION RECOVERY (1960)
 NO0440
 NO0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NO0440'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NO0440'IN GOOD CONDITION.  CONSTRUCTION OF NEW U.S. HIGHWAY 83 ALONG
 NO0440'THE WEST SIDE OF THE OLD HIGHWAY WILL DESTROY THE STATION AND
 NO0440'REFERENCE MARK NO. 1.  THEY WERE MOVED AND A NEW STATION, MARSH 2,
 NO0440'WAS ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION OF MARSH 2
 NO0440'1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0439 ***********************************************************************
 NO0439  DESIGNATION -  MARSH 2
 NO0439  PID         -  NO0439
 NO0439  STATE/COUNTY-  NE/CHERRY
 NO0439  USGS QUAD   -  WILLOW LAKE (1985)
 NO0439
 NO0439                         *CURRENT SURVEY CONTROL
 NO0439  ___________________________________________________________________
 NO0439* NAD 83(1995)-  42 33 10.78459(N)    100 32 13.22612(W)     ADJUSTED  
 NO0439* NAVD 88     -       914.     (meters)    2999.     (feet)  SCALED    
 NO0439  ___________________________________________________________________
 NO0439  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 NO0439  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 NO0439
 NO0439  HORZ ORDER  -  THIRD
 NO0439
 NO0439.The horizontal coordinates were established by classical geodetic methods
 NO0439.and adjusted by the National Geodetic Survey in August 1997..
 NO0439.No horizontal observational check was made to the station.
 NO0439
 NO0439.The orthometric height was scaled from a topographic map.
 NO0439
 NO0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0439
 NO0439.The geoid height was determined by GEOID03.
 NO0439
 NO0439;                    North         East     Units Scale Factor Converg.
 NO0439;SPC NE       -   302,105.782   455,903.793   MT  0.99982585   -0 21 21.1
 NO0439;UTM  14      - 4,712,322.412   373,815.441   MT  0.99979590   -1 02 22.5
 NO0439
 NO0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0439!SPC NE       -   0.99986001  x   0.99982585  =   0.99968588
 NO0439!UTM  14      -   0.99986001  x   0.99979590  =   0.99965594
 NO0439
 NO0439:                Primary Azimuth Mark                     Grid Az
 NO0439:SPC NE       -  MARSH AZ MK                              004 03 52.2
 NO0439:UTM  14      -  MARSH AZ MK                              004 44 53.6
 NO0439
 NO0439|---------------------------------------------------------------------|
 NO0439| PID    Reference Object                     Distance      Geod. Az  |
 NO0439|                                                           dddmmss.s |
 NO0439| CO4024 MARSH AZ MK                                        0034231.1 |
 NO0439| NO0440 MARSH                                14.720 METERS 07953     |
 NO0439| CO4027 MARSH 2 RM 3                         21.092 METERS 16156     |
 NO0439| CO4026 MARSH RM 2                            9.342 METERS 32931     |
 NO0439|---------------------------------------------------------------------|
 NO0439
 NO0439                          SUPERSEDED SURVEY CONTROL
 NO0439
 NO0439  NAD 83(1986)-  42 33 10.78558(N)    100 32 13.23375(W) AD(       ) 3
 NO0439  NAD 27      -  42 33 10.79000(N)    100 32 11.76200(W) AD(       ) 3
 NO0439
 NO0439.Superseded values are not recommended for survey control.
 NO0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0439.See file dsdata.txt to determine how the superseded data were derived.
 NO0439
 NO0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7381512322(NAD 83)
 NO0439_MARKER: DS = TRIANGULATION STATION DISK
 NO0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0439
 NO0439  HISTORY     - Date     Condition        Report By
 NO0439  HISTORY     - 1960     MONUMENTED       CGS
 NO0439
 NO0439                          STATION DESCRIPTION
 NO0439
 NO0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 NO0439'STATION IS LOCATED ABOUT 20 MILES SOUTH-SOUTHEAST OF VALENTINE
 NO0439'AND 3 MILES SOUTH OF A COUNTRY SCHOOLHOUSE AND PUBLIC CAMPING
 NO0439'GROUND ON THE WEST SIDE OF U.S. HIGHWAY 83, ABOUT 143 FEET
 NO0439'WEST OF THE CENTER OF NEW U.S. HIGHWAY 83, AND ABOUT 25 FEET
 NO0439'WEST OF THE TOP EDGE OF A DEEP CUT FOR THE NEW HIGHWAY.  THE
 NO0439'MARK IS ON THE HIGHEST POINT OF A PROMINENT EAST-WEST SAND
 NO0439'RIDGE AND ON LAND OF THE VALENTINE NATIONAL WILDLIFE REFUGE
 NO0439'WHICH IS OWNED BY THE U.S. GOVERNMENT.  THE MARK IS FLUSH WITH
 NO0439'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MARSH 2
 NO0439'1960.
 NO0439'
 NO0439'REFERENCE MARK NO. 2 IS 30.65 FEET NORTH-NORTHWEST OF THE STATION
 NO0439'ALONG THE SAND RIDGE, ABOUT 160 FEET WEST OF THE CENTER OF
 NO0439'U.S. HIGHWAY 83, AND ABOUT 3 FEET LOWER THAN THE STATION MARK.
 NO0439'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MARSH NO 2
 NO0439'1949.  (NOTE--THE ARROW ON THIS REFERENCE MARK POINTS
 NO0439'EAST-SOUTHEAST TOWARD THE OLD STATION LOCATION INSTEAD OF TOWARD
 NO0439'THE NEW STATION.)
 NO0439'
 NO0439'REFERENCE MARK NO. 3 IS 69.20 FEET SOUTH OF THE STATION, ABOUT
 NO0439'140 FEET WEST OF THE STATION, AND ABOUT 25 FEET LOWER THAN
 NO0439'THE STATION MARK ON THE SOUTH SLOPE OF THE SAND RIDGE.  THE
 NO0439'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MARSH 2 NO 3 1960.
 NO0439'
 NO0439'AZIMUTH MARK IS 0.85 MILE NORTH OF THE STATION, 50 FEET EAST
 NO0439'OF THE CENTER OF OLD U.S. HIGHWAY 83, 2 FEET NORTH OF A STEEL
 NO0439'HIGHWAY RIGHT-OF-WAY POST, 1-1/2 FEET SOUTH OF A WOODEN WITNESS
 NO0439'POST, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.  THE MARK
 NO0439'WILL BE ABOUT 150 FEET EAST OF THE CENTER OF THE NEW HIGHWAY.
 NO0439'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MARSH 1949.
 NO0439'
 NO0439'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND
 NO0439'83 WHICH IS ABOUT 5 AND 1/2 MILES SOUTH-SOUTHEAST OF VALENTINE,
 NO0439'GO SOUTH ON U.S. HIGHWAY 83 FOR 16.4 MILES TO A COUNTRY SCHOOLHOUSE
 NO0439'AND PUBLIC CAMPING GROUND ON THE RIGHT.  CONTINUE SOUTH ON
 NO0439'U.S. HIGHWAY 83 FOR 2.3 MILES TO THE AZIMUTH MARK ON THE LEFT
 NO0439'OR EAST SIDE OF THE HIGHWAY.  CONTINUE SOUTH ON U.S. HIGHWAY
 NO0439'83 FOR 0.85 MILE TO THE TOP OF GRADE AND THE STATION ON THE
 NO0439'RIGHT OR WEST SIDE OF THE HIGHWAY AS DESCRIBED.
 NO0439'
 NO0439'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1002 ***********************************************************************
 LG1002  DESIGNATION -  MARTIN LUTHER CHURCH SPIRE
 LG1002  PID         -  LG1002
 LG1002  STATE/COUNTY-  NE/NEMAHA
 LG1002  USGS QUAD   -  TECUMSEH SE (1965)
 LG1002
 LG1002                         *CURRENT SURVEY CONTROL
 LG1002  ___________________________________________________________________
 LG1002* NAD 83(1995)-  40 20 02.69940(N)    096 00 36.09742(W)     ADJUSTED  
 LG1002* NAVD 88     -                                                        
 LG1002  ___________________________________________________________________
 LG1002  LAPLACE CORR-          -7.31  (seconds)                    DEFLEC99
 LG1002  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LG1002
 LG1002  HORZ ORDER  -  THIRD
 LG1002
 LG1002.The horizontal coordinates were established by classical geodetic methods
 LG1002.and adjusted by the National Geodetic Survey in August 1997..
 LG1002
 LG1002
 LG1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1002
 LG1002.The geoid height was determined by GEOID03.
 LG1002
 LG1002;                    North         East     Units Scale Factor Converg.
 LG1002;SPC NE       -    63,420.544   838,887.041   MT  0.99986565   +2 38 38.9
 LG1002;UTM  14      - 4,469,129.866   753,993.952   MT  1.00039421   +1 56 10.6
 LG1002;UTM  15      - 4,469,187.661   244,302.223   MT  1.00040490   -1 56 57.4
 LG1002
 LG1002                          SUPERSEDED SURVEY CONTROL
 LG1002
 LG1002  NAD 83(1986)-  40 20 02.70611(N)    096 00 36.09263(W) AD(       ) 4
 LG1002  NAD 27      -  40 20 02.70800(N)    096 00 35.08000(W) AD(       ) 3
 LG1002
 LG1002.Superseded values are not recommended for survey control.
 LG1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1002.See file dsdata.txt to determine how the superseded data were derived.
 LG1002
 LG1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK5399469130(NAD 83)
 LG1002_MARKER: 90 = CHURCH SPIRE
 LG1002
 LG1002  HISTORY     - Date     Condition        Report By
 LG1002  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1002
 LG1002                          STATION DESCRIPTION
 LG1002
 LG1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1002'IT IS A WHITE FRAME BUILDING WITH A SPIRE ON THE WEST END OF THE
 LG1002'BUILDING.  THE SPIRE IS PAINTED SILVER, WITH A CROSS ON THE TOP
 LG1002'AND IS ABOUT 60 FEET HIGH.  IT WAS BUILT IN 1909.  IT IS 90 FEET
 LG1002'NORTH OF AN EAST-WEST ROAD AND 78 FEET EAST OF A NORTH-SOUTH ROAD.
 LG1002'
 LG1002'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND
 LG1002'COUNTY HIGHWAY 105 ABOUT 3 MILES SOUTH OF JOHNSON, GO SOUTH ON
 LG1002'COUNTY HIGHWAY 105 FOR 3 MILES TO THE CHURCH ON THE LEFT AS
 LG1002'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1160 ***********************************************************************
 LG1160  DESIGNATION -  MARTLE
 LG1160  PID         -  LG1160
 LG1160  STATE/COUNTY-  NE/LANCASTER
 LG1160  USGS QUAD   -  DENTON (1972)
 LG1160
 LG1160                         *CURRENT SURVEY CONTROL
 LG1160  ___________________________________________________________________
 LG1160* NAD 83(1995)-  40 39 14.13400(N)    096 47 05.47540(W)     ADJUSTED  
 LG1160* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 LG1160  ___________________________________________________________________
 LG1160  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 LG1160  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 LG1160
 LG1160  HORZ ORDER  -  THIRD
 LG1160
 LG1160.The horizontal coordinates were established by classical geodetic methods
 LG1160.and adjusted by the National Geodetic Survey in August 1997..
 LG1160
 LG1160.The orthometric height was scaled from a topographic map.
 LG1160
 LG1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1160
 LG1160.The geoid height was determined by GEOID03.
 LG1160
 LG1160;                    North         East     Units Scale Factor Converg.
 LG1160;SPC NE       -    96,163.752   771,791.128   MT  0.99976822   +2 07 50.4
 LG1160;UTM  14      - 4,502,699.876   687,275.304   MT  1.00003171   +1 26 36.8
 LG1160
 LG1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1160!SPC NE       -   0.99993693  x   0.99976822  =   0.99970517
 LG1160!UTM  14      -   0.99993693  x   1.00003171  =   0.99996864
 LG1160
 LG1160|---------------------------------------------------------------------|
 LG1160| PID    Reference Object                     Distance      Geod. Az  |
 LG1160|                                                           dddmmss.s |
 LG1160| CL7424 MARTLE RM 1                          30.285 METERS 09352     |
 LG1160| CL7425 MARTLE RM 2                          29.491 METERS 18647     |
 LG1160| CL7423 MARTLE AZ MK                                       2673345.6 |
 LG1160|---------------------------------------------------------------------|
 LG1160
 LG1160                          SUPERSEDED SURVEY CONTROL
 LG1160
 LG1160  NAD 83(1986)-  40 39 14.14197(N)    096 47 05.47623(W) AD(       ) 3
 LG1160  NAD 27      -  40 39 14.13300(N)    096 47 04.39400(W) AD(       ) 3
 LG1160
 LG1160.Superseded values are not recommended for survey control.
 LG1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1160.See file dsdata.txt to determine how the superseded data were derived.
 LG1160
 LG1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8727502700(NAD 83)
 LG1160_MARKER: DS = TRIANGULATION STATION DISK
 LG1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1160
 LG1160  HISTORY     - Date     Condition        Report By
 LG1160  HISTORY     - 1947     MONUMENTED       CGS
 LG1160  HISTORY     - 1960     MARK NOT FOUND   LOCSUR
 LG1160  HISTORY     - 1961     MARK NOT FOUND   AMS
 LG1160  HISTORY     - 1964     MARK NOT FOUND   CGS
 LG1160  HISTORY     - 1981     SEE DESCRIPTION  LOCENG
 LG1160
 LG1160                          STATION DESCRIPTION
 LG1160
 LG1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1160'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHWEST OF LINCOLN,
 LG1160'1 MILE NORTH-NORTHWEST OF THE VILLAGE OF MARTELL, 49 FEET NORTH
 LG1160'OF THE CENTER OF STATE HIGHWAY NO. 33, 44 FEET EAST OF A T
 LG1160'FENCE INTERSECTION, 13.5 FEET NORTHWEST OF A WITNESS POST, AND
 LG1160'8 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 4 INCHES
 LG1160'AND IS STAMPED MARTLE 1947.
 LG1160'
 LG1160'REFERENCE MARK NO. 1 IS ABOUT 4 FEET ABOVE THE STATION ELEVATION
 LG1160'AND IS SET IN AN EAST-WEST FENCE LINE.  IT IS 41 FEET NORTH OF THE
 LG1160'CENTER OF STATE HIGHWAY NO. 33 AND AT THE SOUTH EDGE OF A
 LG1160'CULTIVATED FIELD.  IT PROJECTS 4 INCHES AND IS STAMPED MARTLE NO
 LG1160'1 1947.
 LG1160'
 LG1160'REFERENCE MARK NO. 2 IS 50 FEET EAST OF A T FENCE INTERSECTION,
 LG1160'46.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 33, AND 1 FOOT
 LG1160'NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3 INCHES AND IS
 LG1160'STAMPED MARTLE NO 2 1947.
 LG1160'
 LG1160'THE AZIMUTH MARK IS 41 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LG1160'NO. 33, 32 FEET WEST-NORTHWEST OF A POWER LINE POLE, AND 2 FEET
 LG1160'EAST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED
 LG1160'MARTLE 1947.
 LG1160'
 LG1160'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 77
 LG1160'AND STATE HIGHWAY NO. 33, 11 MILES SOUTH OF LINCOLN.  GO WEST
 LG1160'ON STATE HIGHWAY NO. 33 FOR 4.1 MILES TO A FARM HOUSE ON THE LEFT,
 LG1160'CONTINUE WEST FOR 0.15 MILE TO THE STATION ON THE RIGHT AS
 LG1160'DESCRIBED.
 LG1160'
 LG1160'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG1160'HIGHWAY NO. 33 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LG1160'DESCRIBED.
 LG1160'
 LG1160'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 15 FEET.
 LG1160'
 LG1160'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 24 FEET.
 LG1160'
 LG1160'A 74 FOOT SIGNAL AT JAMAICA IS VISIBLE AT 15 FEET.
 LG1160'
 LG1160'A 74 FOOT SIGNAL AT LONE STAR IS VISIBLE AT 15 FEET.
 LG1160'
 LG1160'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG1160
 LG1160                          STATION RECOVERY (1960)
 LG1160
 LG1160'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960 (AJ)
 LG1160'RECOVERED BY H. HOSKINS AND ASSOC.
 LG1160'
 LG1160'THE STATION WAS NOT FOUND.  PROBABLY DESTROYED WHEN HWY 33 WAS
 LG1160'WIDENED AND IMPROVED.
 LG1160
 LG1160                          STATION RECOVERY (1961)
 LG1160
 LG1160'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 LG1160'UNABLE TO LOCATE STATION DUE TO ROAD IMPROVEMENTS.  MEASUREMENTS
 LG1160'WERE MADE FROM CENTER LINE OF ROAD AND IT APPEARS THAT THE
 LG1160'STATION AND REFERENCE AND AZIMUTH MARKS WERE DESTROYED IN
 LG1160'IMPROVEMENTS TO ROAD RIGHT-OF-WAY.
 LG1160
 LG1160                          STATION RECOVERY (1964)
 LG1160
 LG1160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG1160'THIS STATION WAS NOT RECOVERED.  BUT THE SITE FOR THE STATION
 LG1160'LOCATION WAS VERIFIED BY A MR. W.J. FAIG WHO LIVES ABOUT 0.4 MILE
 LG1160'WEST ON THE NORTH SIDE OF THE HIGHWAY.  WHEN THIS HIGHWAY WAS
 LG1160'REBUILT, THE STATION, REFERENCE, AND AZIMUTH MARKS WERE
 LG1160'DESTROYED.
 LG1160
 LG1160                          STATION RECOVERY (1981)
 LG1160
 LG1160'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1160'ALL MARKS DESTROYED DUE TO R.O.W. CHANGE GRADING OF HWY NO. 33.
 LG1160'
 LG1160'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI N-NW OF MARTELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1167 ***********************************************************************
 ML1167  DESIGNATION -  MARY
 ML1167  PID         -  ML1167
 ML1167  STATE/COUNTY-  NE/CUSTER
 ML1167  USGS QUAD   -  OCONTO SW (1974)
 ML1167
 ML1167                         *CURRENT SURVEY CONTROL
 ML1167  ___________________________________________________________________
 ML1167* NAD 83(1995)-  41 06 02.75309(N)    099 53 39.72271(W)     ADJUSTED  
 ML1167* NAVD 88     -       893.36   (+/-2cm)    2931.0    (feet)  VERTCON   
 ML1167  ___________________________________________________________________
 ML1167  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 ML1167  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 ML1167
 ML1167  HORZ ORDER  -  FIRST
 ML1167  VERT ORDER  -  THIRD ? (See Below)
 ML1167
 ML1167.The horizontal coordinates were established by classical geodetic methods
 ML1167.and adjusted by the National Geodetic Survey in August 1997..
 ML1167
 ML1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1167.The vertical order pertains to the NGVD 29 superseded value.
 ML1167
 ML1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1167
 ML1167.The geoid height was determined by GEOID03.
 ML1167
 ML1167;                    North         East     Units Scale Factor Converg.
 ML1167;SPC NE       -   140,723.284   508,871.056   MT  0.99968344   +0 04 12.0
 ML1167;UTM  14      - 4,550,328.359   424,896.580   MT  0.99966942   -0 35 16.7
 ML1167
 ML1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1167!SPC NE       -   0.99986349  x   0.99968344  =   0.99954698
 ML1167!UTM  14      -   0.99986349  x   0.99966942  =   0.99953296
 ML1167
 ML1167|---------------------------------------------------------------------|
 ML1167| PID    Reference Object                     Distance      Geod. Az  |
 ML1167|                                                           dddmmss.s |
 ML1167| CN9956 MARY RM 1                            65.864 METERS 01015     |
 ML1167| CN9957 MARY RM 2                            34.558 METERS 11918     |
 ML1167| LH1086 MAY                                 APPROX.14.0 KM 1794048.9 |
 ML1167| LH1087 SALT LAKE CITY OMAHA AWY BN 67      APPROX.25.1 KM 1884025.5 |
 ML1167| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX.29.7 KM 2281200.5 |
 ML1167| CN9955 MARY AZ MK                                         3415556.4 |
 ML1167|---------------------------------------------------------------------|
 ML1167
 ML1167                          SUPERSEDED SURVEY CONTROL
 ML1167
 ML1167  NAD 83(1986)-  41 06 02.76003(N)    099 53 39.72809(W) AD(       ) 1
 ML1167  NAD 27      -  41 06 02.73000(N)    099 53 38.30500(W) AD(       ) 1
 ML1167  NGVD 29 (07/19/86)  893.06   (m)         2930.0    (f) LEVELING    3  
 ML1167
 ML1167.Superseded values are not recommended for survey control.
 ML1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1167.See file dsdata.txt to determine how the superseded data were derived.
 ML1167
 ML1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2489750328(NAD 83)
 ML1167_MARKER: DS = TRIANGULATION STATION DISK
 ML1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1167_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ML1167
 ML1167  HISTORY     - Date     Condition        Report By
 ML1167  HISTORY     - 1934     MONUMENTED       CGS
 ML1167  HISTORY     - 1951     GOOD             CGS
 ML1167  HISTORY     - 1978     GOOD             LOCENG
 ML1167
 ML1167                          STATION DESCRIPTION
 ML1167
 ML1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 ML1167'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC. 13, T.
 ML1167'13 N., R. 23 W., 7 MILES WEST AND 2-1/2 MILES SOUTH OF OCONTO,
 ML1167'CUSTER COUNTY.
 ML1167'
 ML1167'STATION IS REACHED FROM THE RAILROAD STATION IN OCONTO, BY GOING
 ML1167'NORTHWEST ON NEBRASKA HIGHWAY 40 FOR 0.75 MILE, THENCE TURN
 ML1167'LEFT (SOUTHWEST) AT CROSSROADS AND FOLLOW GRAVEL ROAD AND
 ML1167'TELEPHONE POLES WEST FOR 6.3 MILES, THENCE TURN LEFT (SOUTH)
 ML1167'WHERE MAIN ROAD SWERVES RIGHT AND GO 0.65 MILE, THENCE TURN
 ML1167'RIGHT (WEST) AT SCHOOL FOR 1.05 MILES, THENCE TURN LEFT (SOUTH)
 ML1167'AND GO 1.05 MILES TO YELLOW HOUSE (HOME OF FRANK MIDDLETON)
 ML1167'AT SECTION CORNER.  GO SOUTH THROUGH LANE 300 YARDS TO
 ML1167'PASTURE, CONTINUE SOUTHWEST APPROXIMATELY 300 FEET TO STATION
 ML1167'AT EDGE OF RAVINE.
 ML1167'
 ML1167'STATION IS 225 FEET WEST OF NORTH-SOUTH FENCE LINE, 216 FEET
 ML1167'SOUTH OF EAST-WEST FENCE LINE, 12 FEET EAST OF EDGE OF DEEP
 ML1167'RAVINE IN PASTURE BORDERING DEEP ABRUPT RAVINE.
 ML1167'
 ML1167'REFERENCE MARK NO. 1 IS 230 FEET WEST OF INTERSECTION OF
 ML1167'NORTH-SOUTH AND EAST-WEST FENCE LINE, 216.08 FEET NORTH OF
 ML1167'STATION.
 ML1167'
 ML1167'REFERENCE MARK NO. 2 IS 211 FEET WEST OF NORTH-SOUTH FENCE LINE,
 ML1167'80 FEET EAST-NORTHEAST OF EDGE OF RAVINE, 113.43 FEET (34.575
 ML1167'METERS) FROM STATION.
 ML1167'
 ML1167'AZIMUTH MARK IS 0.5 MILE NORTHWEST OF STATION, 15 FEET SOUTH
 ML1167'OF CENTERLINE OF ROAD LEADING WEST FROM J. HALMUTHS HOUSE.
 ML1167'REACHED FROM STATION BY FOLLOWING DESCRIPTION BACK FROM
 ML1167'STATION FOR 0.5 MILE TO JOHN HALMUTHS HOUSE (LARGE WHITE
 ML1167'HOUSE ON LEFT, WEST, OF ROAD).  TURN LEFT ON DIM ROAD AND GO
 ML1167'0.2 MILE TO MARK.
 ML1167'
 ML1167'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 ML1167
 ML1167                          STATION RECOVERY (1951)
 ML1167
 ML1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1167'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 ML1167'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 ML1167'
 ML1167'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 ML1167'
 ML1167'THE STATION IS LOCATED ABOUT 8.0 MILES WEST-SOUTHWEST OF OCONTO
 ML1167'AND ON THE HIGH POINT OF A RIDGE IN A PASTURE, JUST EAST OF
 ML1167'A DEEP CANYON.  IT IS 215.0 FEET SOUTH OF AN EAST-WEST FENCE
 ML1167'LINE, 10.0 FEET EAST OF WHERE HILL BREAKS OFF SHARP TO THE
 ML1167'WEST AND 4.0 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 6
 ML1167'INCHES AND IS STAMPED MARY 1934.
 ML1167'
 ML1167'REFERENCE MARK NO. 1 IS 230.0 FEET WEST OF A FENCE CORNER AND
 ML1167'SET IN AN EAST-WEST FENCE LINE.  IT IS 8.0 FEET BELOW THE
 ML1167'LEVEL OF THE STATION.  IT PROJECTS 8 INCHES AND IS STAMPED
 ML1167'MARY NO 1 1934.
 ML1167'
 ML1167'REFERENCE MARK NO. 2 IS 260.0 FEET SOUTH OF AN EAST-WEST
 ML1167'FENCE LINE AND 210.0 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 ML1167'IT IS 8.0 FEET BELOW THE LEVEL OF THE STATION.  IT PROJECTS
 ML1167'6 INCHES AND IS STAMPED MARY NO 2 1934.
 ML1167'
 ML1167'THE DISTANCE BETWEEN REFERENCE MARKS IS 271.6 FEET.
 ML1167'
 ML1167'THE AZIMUTH MARK IS 0.15 MILE WEST OF A FARM HOUSE, 1.0 FOOT
 ML1167'EAST OF A WITNESS POST AND SET IN AN EAST-WEST FENCE LINE.
 ML1167'IT IS A STANDARD REFERENCE MARK DISK PROJECTING 10 INCHES
 ML1167'AND STAMPED MARY AZI 1934.
 ML1167'
 ML1167'TO REACH THE STATION FROM THE DEPOT IN OCONTO, GO NORTHWEST
 ML1167'ON STATE HIGHWAY 40 FOR 0.65 MILE TO A CROSSROAD.  TURN LEFT
 ML1167'AND GO WEST AND SOUTHWEST ON A GRAVELED ROAD FOR 6.0 MILES
 ML1167'TO A T INTERSECTION.  TURN LEFT, SOUTH, ON A GRADED ROAD FOR
 ML1167'0.6 MILE TO A T INTERSECTION AND A SCHOOLHOUSE ON THE LEFT.
 ML1167'TURN RIGHT, WEST, ON A GRADED ROAD FOR 1.0 MILE TO A CROSSROAD,
 ML1167'TURN LEFT, SOUTH, ON A GRADED ROAD FOR 0.65 MILE TO A FARM
 ML1167'BUILDINGS ON THE RIGHT.  (TURN RIGHT, WEST, THROUGH FARM YARD
 ML1167'FOR 0.1 MILE TO A FENCE CORNER AT THE WEST EDGE OF THE FARM
 ML1167'YARD.  GO WEST ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE LINE
 ML1167'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 ML1167'DESCRIBED.) FROM THE FARM YARD FOLLOW THE GRADED ROAD
 ML1167'SOUTH FOR 0.4 MILE TO A FARM HOUSE ON THE LEFT AND A WIRE
 ML1167'GATE LEADING INTO A PASTURE JUST SOUTHEAST OF THE HOUSE.
 ML1167'GO THROUGH THE GATE AND GO SOUTH AND SOUTHWEST FOR 0.25 MILE
 ML1167'TO THE STATION AT THE HIGH POINT OF THE RIDGE AS
 ML1167'DESCRIBED.
 ML1167
 ML1167                          STATION RECOVERY (1978)
 ML1167
 ML1167'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (DKS)
 ML1167'MARY RECOVERED GOOD.
 ML1167'
 ML1167'AZ MK DESTROYED.
 ML1167'
 ML1167'RM NO. 1 RECOVERED GOOD.
 ML1167'
 ML1167'RM NO. 2 RECOVERED GOOD.
 ML1167'
 ML1167'DISTANCE AND DIRECTION FROM NEAREST TOWN--SEE HORIZONTAL CONTROL
 ML1167'DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1151 ***********************************************************************
 ML1151  DESIGNATION -  MASON
 ML1151  PID         -  ML1151
 ML1151  STATE/COUNTY-  NE/CUSTER
 ML1151  USGS QUAD   -  MASON CITY SE (1976)
 ML1151
 ML1151                         *CURRENT SURVEY CONTROL
 ML1151  ___________________________________________________________________
 ML1151* NAD 83(1995)-  41 07 29.76096(N)    099 18 07.61624(W)     ADJUSTED  
 ML1151* NAVD 88     -       753.     (meters)    2470.     (feet)  SCALED    
 ML1151  ___________________________________________________________________
 ML1151  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 ML1151  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 ML1151
 ML1151  HORZ ORDER  -  SECOND
 ML1151
 ML1151.The horizontal coordinates were established by classical geodetic methods
 ML1151.and adjusted by the National Geodetic Survey in August 1997..
 ML1151
 ML1151.The orthometric height was scaled from a topographic map.
 ML1151
 ML1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1151
 ML1151.The geoid height was determined by GEOID03.
 ML1151
 ML1151;                    North         East     Units Scale Factor Converg.
 ML1151;SPC NE       -   143,637.562   558,586.263   MT  0.99968056   +0 27 44.9
 ML1151;UTM  14      - 4,552,670.003   474,639.635   MT  0.99960792   -0 11 55.3
 ML1151
 ML1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1151!SPC NE       -   0.99988557  x   0.99968056  =   0.99956617
 ML1151!UTM  14      -   0.99988557  x   0.99960792  =   0.99949354
 ML1151
 ML1151|---------------------------------------------------------------------|
 ML1151| PID    Reference Object                     Distance      Geod. Az  |
 ML1151|                                                           dddmmss.s |
 ML1151| CN9964 MASON RM 1                           13.128 METERS 00253     |
 ML1151| CN9963 MASON AZ MK                                        1823252.5 |
 ML1151| CN9965 MASON RM 2                           18.961 METERS 28000     |
 ML1151|---------------------------------------------------------------------|
 ML1151
 ML1151                          SUPERSEDED SURVEY CONTROL
 ML1151
 ML1151  NAD 83(1986)-  41 07 29.76815(N)    099 18 07.62027(W) AD(       ) 2
 ML1151  NAD 27      -  41 07 29.73800(N)    099 18 06.27100(W) AD(       ) 2
 ML1151
 ML1151.Superseded values are not recommended for survey control.
 ML1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1151.See file dsdata.txt to determine how the superseded data were derived.
 ML1151
 ML1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7464052670(NAD 83)
 ML1151_MARKER: DB = BENCH MARK DISK
 ML1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1151
 ML1151  HISTORY     - Date     Condition        Report By
 ML1151  HISTORY     - 1951     MONUMENTED       USGS
 ML1151
 ML1151                          STATION DESCRIPTION
 ML1151
 ML1151'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (RLE)
 ML1151'THE STATION IS LOCATED ABOUT 8.0 MILES WEST-SOUTHWEST OF
 ML1151'LITCHFIELD AND ABOUT 6.5 MILES SOUTH OF MASON CITY ON THE ROAD
 ML1151'RIGHT-OF-WAY, 28 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 ML1151'ROAD.  IT IS A STANDARD USGS BENCH MARK DISK SET IN TOP OF
 ML1151'A 6 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES AND IS
 ML1151'STAMPED MASON 1949.
 ML1151'
 ML1151'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 29 FEET EAST
 ML1151'OF THE CENTER OF A NORTH-SOUTH ROAD AND 1 FOOT WEST OF A
 ML1151'NORTH-SOUTH FENCE LINE.  IT IS STAMPED MASON NO 1 1951 AND
 ML1151'PROJECTS 4 INCHES.
 ML1151'
 ML1151'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 34 FEET WEST
 ML1151'OF THE CENTER OF A NORTH-SOUTH ROAD, 1 FOOT NORTH OF A WITNESS
 ML1151'POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 ML1151'STAMPED MASON NO 2 1951 AND PROJECTS 4 INCHES.
 ML1151'
 ML1151'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 71.17 FEET.
 ML1151'
 ML1151'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 26 FEET WEST OF
 ML1151'THE CENTER OF A NORTH-SOUTH ROAD, 1 FOOT NORTH OF A TELEPHONE
 ML1151'POLE, 1 FOOT NORTHWEST OF A WITNESS POST AND 1 FOOT EAST OF
 ML1151'A NORTH-SOUTH FENCE LINE.  IT IS STAMPED MASON 1951 AND PROJECTS
 ML1151'3 INCHES.
 ML1151'
 ML1151'TO REACH THE STATION FROM THE POST OFFICE IN LITCHFIELD, GO
 ML1151'SOUTH FOR 0.2 MILE TO STATE HIGHWAY 2, TURN RIGHT AND GO
 ML1151'NORTHWEST ON STATE HIGHWAY 2 FOR 0.8 MILE TO A FORK.  TAKE
 ML1151'LEFT FORK AND GO WEST FOR 6.0 MILES TO A POINT WHERE MAIN
 ML1151'ROAD CURVES NORTH, CONTINUE WEST ON DIRT ROAD FOR 1.0 MILE
 ML1151'TO A T INTERSECTION, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR
 ML1151'2.5 MILES TO STATION ON LEFT AS DESCRIBED.  CONTINUE SOUTH
 ML1151'FOR 0.5 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 ML1151'
 ML1151'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1120 ***********************************************************************
 LH1120  DESIGNATION -  MASON
 LH1120  PID         -  LH1120
 LH1120  STATE/COUNTY-  NE/ADAMS
 LH1120  USGS QUAD   -  HASTINGS WEST (1983)
 LH1120
 LH1120                         *CURRENT SURVEY CONTROL
 LH1120  ___________________________________________________________________
 LH1120* NAD 83(1995)-  40 35 06.87849(N)    098 28 11.55000(W)     ADJUSTED  
 LH1120* NAVD 88     -       605.90   (+/-2cm)    1987.9    (feet)  VERTCON   
 LH1120  ___________________________________________________________________
 LH1120  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 LH1120  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 LH1120
 LH1120  HORZ ORDER  -  FIRST
 LH1120  VERT ORDER  -  THIRD ? (See Below)
 LH1120
 LH1120.The horizontal coordinates were established by classical geodetic methods
 LH1120.and adjusted by the National Geodetic Survey in August 1997..
 LH1120
 LH1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1120.The vertical order pertains to the NGVD 29 superseded value.
 LH1120
 LH1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1120
 LH1120.The geoid height was determined by GEOID03.
 LH1120
 LH1120;                    North         East     Units Scale Factor Converg.
 LH1120;SPC NE       -    84,630.410   629,506.544   MT  0.99978656   +1 00 50.4
 LH1120;UTM  14      - 4,492,851.901   544,862.728   MT  0.99962477   +0 20 41.6
 LH1120
 LH1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1120!SPC NE       -   0.99990892  x   0.99978656  =   0.99969550
 LH1120!UTM  14      -   0.99990892  x   0.99962477  =   0.99953372
 LH1120
 LH1120:                Primary Azimuth Mark                     Grid Az
 LH1120:SPC NE       -  DONIPHAN CHIMNEY                         020 52 40.3
 LH1120:UTM  14      -  DONIPHAN CHIMNEY                         021 32 49.1
 LH1120
 LH1120|---------------------------------------------------------------------|
 LH1120| PID    Reference Object                     Distance      Geod. Az  |
 LH1120|                                                           dddmmss.s |
 LH1120| LH1146 DONIPHAN CHIMNEY                    APPROX.23.0 KM 0215330.7 |
 LH1120| LH1121 HASTINGS STANDPIPE                  APPROX. 7.0 KM 0775622.5 |
 LH1120| LH1126 HASTINGS SCHOOLHOUSE DOME POLE      APPROX. 6.9 KM 0824638.9 |
 LH1120| LH1124 HASTINGS PRESBYTERIAN CH SPIRE      APPROX. 6.7 KM 0854423.7 |
 LH1120| LH1129 HASTINGS COURTHOUSE CUPOLA          APPROX. 6.8 KM 0884426.0 |
 LH1120| LH1125 INGLESIDE STATE HOSPITAL STANDPIPE  APPROX. 2.5 KM 0930119.7 |
 LH1120| LH1128 HASTINGS ASYLUM APEX NEW BLDG       APPROX. 2.5 KM 0934453.9 |
 LH1120| LH1189 BLUE HILL MUNICIPAL STANDPIPE       APPROX.28.1 KM 1763627.9 |
 LH1120| LH1188 BLUE HILL SCHOOLHOUSE CUPOLA        APPROX.28.5 KM 1763748.5 |
 LH1120| LH1255 WHITE SPIRE                         APPROX.14.7 KM 2464250.2 |
 LH1120| LH1253 JUNIATA PUBLIC SCHOOL BELFRY        APPROX. 2.7 KM 2774812.4 |
 LH1120|---------------------------------------------------------------------|
 LH1120
 LH1120                          SUPERSEDED SURVEY CONTROL
 LH1120
 LH1120  NAD 83(1986)-  40 35 06.88585(N)    098 28 11.54982(W) AD(       ) 1
 LH1120  NAD 27      -  40 35 06.82900(N)    098 28 10.32900(W) AD(       ) 1
 LH1120  NGVD 29 (07/19/86)  605.67   (m)         1987.1    (f) LEVELING    3  
 LH1120
 LH1120.Superseded values are not recommended for survey control.
 LH1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1120.See file dsdata.txt to determine how the superseded data were derived.
 LH1120
 LH1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4486392852(NAD 83)
 LH1120_MARKER: V = STONE MONUMENT
 LH1120_SETTING: 0 = UNSPECIFIED SETTING
 LH1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1120
 LH1120  HISTORY     - Date     Condition        Report By
 LH1120  HISTORY     - 1898     MONUMENTED       CGS
 LH1120  HISTORY     - 1934     GOOD             NEGS
 LH1120  HISTORY     - 1935     MARK NOT FOUND   CGS
 LH1120  HISTORY     - 1951     GOOD             CGS
 LH1120
 LH1120                          STATION DESCRIPTION
 LH1120
 LH1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1120'THIS STATION IS IN THE SE. 1/4 OF THE SW. 1/4 SEC. 8, T.
 LH1120'7 N., R. 10 W., 2 MILES EAST OF JUNIATA, ON LAND OWNED BY
 LH1120'STEPHEN MASON, OF HASTINGS.  THE BEARINGS AND DISTANCES
 LH1120'TO CERTAIN POINTS ARE- TO SCHOOLHOUSE IN JUNIATA,
 LH1120'N 82 DEG 12 MIN W, TO THE STANDPIPE AT THE ASYLUM, NEAR HASTINGS,
 LH1120'S 86 DEG 59 MIN E, TO THE CHIMNEY AT THE EAST END OF
 LH1120'MR. MASONS HOUSE, S 0 DEG 30 MIN E, TO THE WINDMILL NEAR THE
 LH1120'HOUSE, S 2 DEG 13 MIN W, TO THE FENCE CORNER, 495 FEET,
 LH1120'TO THE NORTH SIDE OF MR. MASONS HOUSE, 750 FEET, AND TO THE
 LH1120'CENTER OF THE ROAD, 935 FEET.  A STONE JUG, WITH THE CENTER
 LH1120'OF ITS TOP SERVING AS REFERENCE POINT, WAS BURIED 1 FOOT
 LH1120'BELOW THE SURFACE OF THE GROUND 1.45 FEET DUE SOUTH FROM THE
 LH1120'STATION, 2 FEET NORTH OF THE STATION MARK A 4 BY 6 PINE STUB
 LH1120'PROJECTING 2 FEET ABOVE THE GROUND WAS SET TO PROTECT THE
 LH1120'STATION MARK AGAINST INJURY.  SURFACE MARK IS A MARBLE
 LH1120'POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED
 LH1120'WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO
 LH1120'V-SHAPED GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT
 LH1120'IN ITS TOP.  UNDERGROUND MARK IS AN EARTHENWARE CROCK, BURIED
 LH1120'ABOUT 3 FEET BELOW THE SURFACE, WITH BOTTOM UPWARD AND
 LH1120'WITH A SMALL DRILL HOLE IN THE BOTTOM.
 LH1120
 LH1120                          STATION RECOVERY (1934)
 LH1120
 LH1120'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1120'STATION RECOVERED.  DESCRIPTION SHOULD BE REVISED AS FOLLOWS-
 LH1120'THE OLD MASON HOME WAS BURNED, AND A NEW ONE STANDS NEAR
 LH1120'THE SITE OF THE OLD ONE.  THE WINDMILL, ALSO, HAS BEEN MOVED
 LH1120'AND IS NOW IN A NEW LOCATION.  NORTH OF THE CENTER LINE
 LH1120'OF THE ROAD, A BROWN STONE JUG WAS FOUND 12 INCHES BELOW THE
 LH1120'SURFACE OF THE GROUND.  A BROWN STONE MILK CROCK, THE
 LH1120'TRIANGULATION STATION MARKER, WAS FOUND 1.5 FEET NORTH OF
 LH1120'JUG AND AT DEPTH OF 3.5 FEET.  THE MARBLE POST HAD BEEN
 LH1120'DUG OUT AND WAS FOUND AT THE HOUSE, THREE-QUARTERS OF ITS
 LH1120'TOP HAD BEEN BROKEN OFF BY A PLOW.  THE REMAINING SECTION
 LH1120'BORE THE LETTER U.  THE FOUNDATION AND WELL PIT OF THE OLD
 LH1120'HOUSE STILL SERVE AS TIES TO THE STATION.  STATION LOWERED
 LH1120'TO A DEPTH OF 4 FEET BELOW GROUND, AND A NEW SURFACE
 LH1120'MARKER, A 6- BY 6-BY 31-INCH CONCRETE POST WITH SPECIAL
 LH1120'BRONZE DISK, WAS CENTERED OVER THE TRIANGULATION POINT.
 LH1120'SURFACE AND UNDERGROUND MARKS WERE FIRMLY SET IN
 LH1120'CONCRETE, WITH CONCRETE PLACED AROUND TOP OF THE SURFACE
 LH1120'MARK, WHICH WAS 12 INCHES BELOW THE SURFACE.  THE
 LH1120'EARTHENWARE JUG, FOUND 9 INCHES BELOW SURFACE INSTEAD
 LH1120'OF ORIGINAL 12 INCHES, IS 14.5 FEET SOUTH OF THE
 LH1120'STATION.  THIS JUG IS ALSO CONCRETED AROUND TOP.  ADDITIONAL
 LH1120'TIES- 867.5 FEET EAST OF WEST LINE OF E. 1/2 SW. 1/4
 LH1120'SEC, 8, 778 FEET NORTH OF NORTHWEST CORNER OF MAIN PART
 LH1120'OF HOUSE OWNED BY DRICK CORNELIUS.
 LH1120
 LH1120                          STATION RECOVERY (1935)
 LH1120
 LH1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1120'THE STATION WAS NOT RECOVERED.  THE PRESENT OWNER OF THE
 LH1120'LAND WHERE THE STATION WAS LOCATED STATED THAT A PARTY
 LH1120'OF MEN CAME TO HIS FARM ABOUT TWO YEARS AGO AND DUG IN HIS
 LH1120'FIELD AND FOUND A JUG.  THEY REPLACED THIS JUG BY A CONCRETE
 LH1120'SUBSURFACE MARK BUT DID NOT SET ANY REFERENCE MARKS.  THE STONE
 LH1120'USED FOR THE ORIGINAL SURFACE MARK IS NOW USED FOR A DOORSTEP
 LH1120'OF THE LAND OWNERS HOUSE.  ACCORDING TO HIM THAT STONE
 LH1120'WAS IN ITS PRESENT POSITION WHEN HE MOVED ON THE PLACE ABOUT
 LH1120'NINE YEARS AGO.  IT IS NOT KNOWN WHETHER THE CONCRETE MARK
 LH1120'NOW IN PLACE MARKS THE POSITION OF THE STATION OR THAT OF
 LH1120'THE STONE JUG REFERENCE MARK MENTIONED IN THE ORIGINAL
 LH1120'DESCRIPTION.
 LH1120
 LH1120                          STATION RECOVERY (1951)
 LH1120
 LH1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1120'THE STATION WAS RECOVERED THROUGH A TRAVERSE CONNECTION
 LH1120'TO MASON 2 AND WAS FOUND TO BE IN GOOD CONDITION.
 LH1120'
 LH1120'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1120'
 LH1120'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF THE INGLESIDE,
 LH1120'NEBRASKA STATE HOSPITAL IN A CULTIVATED FIELD ON THE HIGHEST
 LH1120'POINT OF A HILL 196.742 METERS NORTH OF MASON 2.  IT IS A USC AND
 LH1120'GS AND STATE SURVEY DISK SET IN A MASS OF CONCRETE 1 FOOT
 LH1120'BELOW THE GROUND SURFACE.  THERE IS NO STAMPING ON THE MARK.
 LH1120'
 LH1120'A STONE CROOK BURIED BOTTOM SIDE UP WITH A SMALL DRILL HOLE
 LH1120'IN THE CENTER WAS FOUND 1.5 FEET SOUTH OF THE STATION.
 LH1120'
 LH1120'TO REACH THE STATION FROM THE RAILROAD STATION JUST SOUTH
 LH1120'OF THE INGLESIDE, NEBRASKA STATE HOSPITAL, GO WEST ON GRAVELED
 LH1120'ROAD FOR 1.5 MILES TO A FARMYARD ON RIGHT.  MASON 2 IS 74
 LH1120'FEET NORTH OF THE NORTHWEST CORNER OF THE GARAGE AND MASON IS
 LH1120'IN THE FIELD NORTH AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1127 ***********************************************************************
 LH1127  DESIGNATION -  MASON 2
 LH1127  PID         -  LH1127
 LH1127  STATE/COUNTY-  NE/ADAMS
 LH1127  USGS QUAD   -  HASTINGS WEST (1983)
 LH1127
 LH1127                         *CURRENT SURVEY CONTROL
 LH1127  ___________________________________________________________________
 LH1127* NAD 83(1995)-  40 35 00.50071(N)    098 28 11.64295(W)     ADJUSTED  
 LH1127* NAVD 88     -       543.     (meters)    1781.     (feet)  SCALED    
 LH1127  ___________________________________________________________________
 LH1127  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 LH1127  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 LH1127
 LH1127  HORZ ORDER  -  SECOND
 LH1127
 LH1127.The horizontal coordinates were established by classical geodetic methods
 LH1127.and adjusted by the National Geodetic Survey in August 1997..
 LH1127
 LH1127.The orthometric height was scaled from a topographic map.
 LH1127
 LH1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1127
 LH1127.The geoid height was determined by GEOID03.
 LH1127
 LH1127;                    North         East     Units Scale Factor Converg.
 LH1127;SPC NE       -    84,433.714   629,507.840   MT  0.99978705   +1 00 50.4
 LH1127;UTM  14      - 4,492,655.236   544,861.727   MT  0.99962477   +0 20 41.5
 LH1127
 LH1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1127!SPC NE       -   0.99991875  x   0.99978705  =   0.99970582
 LH1127!UTM  14      -   0.99991875  x   0.99962477  =   0.99954355
 LH1127
 LH1127:                Primary Azimuth Mark                     Grid Az
 LH1127:SPC NE       -  MASON 2 AZ MK                            096 36 44.7
 LH1127:UTM  14      -  MASON 2 AZ MK                            097 16 53.6
 LH1127
 LH1127|---------------------------------------------------------------------|
 LH1127| PID    Reference Object                     Distance      Geod. Az  |
 LH1127|                                                           dddmmss.s |
 LH1127| CN9958 MASON 2 AZ MK                                      0973735.1 |
 LH1127| CN9959 MASON 2 RM 1                         18.362 METERS 11247     |
 LH1127| CN9961 MASON 2 RM 3                         96.048 METERS 14618     |
 LH1127| CN9962 MASON 2 RM 4                         75.615 METERS 17858     |
 LH1127| CN9960 MASON 2 RM 2                          5.468 METERS 19944     |
 LH1127| LH1253 JUNIATA PUBLIC SCHOOL BELFRY        APPROX. 2.7 KM 2815301.5 |
 LH1127|---------------------------------------------------------------------|
 LH1127
 LH1127                          SUPERSEDED SURVEY CONTROL
 LH1127
 LH1127  NAD 83(1986)-  40 35 00.50831(N)    098 28 11.64278(W) AD(       ) 2
 LH1127  NAD 27      -  40 35 00.45100(N)    098 28 10.42200(W) AD(       ) 2
 LH1127
 LH1127.Superseded values are not recommended for survey control.
 LH1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1127.See file dsdata.txt to determine how the superseded data were derived.
 LH1127
 LH1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4486292655(NAD 83)
 LH1127_MARKER: DS = TRIANGULATION STATION DISK
 LH1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1127
 LH1127  HISTORY     - Date     Condition        Report By
 LH1127  HISTORY     - 1951     MONUMENTED       CGS
 LH1127  HISTORY     - 1969     GOOD             CGS
 LH1127
 LH1127                          STATION DESCRIPTION
 LH1127
 LH1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1127'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF THE INGLESIDE,
 LH1127'NEBRASKA STATE HOSPITAL IN THE SOUTH EDGE OF A CULTIVATED FIELD,
 LH1127'74 FEET NORTH OF THE NORTHWEST CORNER OF A GARAGE AND 26 FEET
 LH1127'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED MASON 2 1951
 LH1127'AND IS 15 INCHES BELOW THE GROUND SURFACE.
 LH1127'
 LH1127'REFERENCE MARK NO. 1 IS NEAR THE NORTHEAST CORNER OF FARMYARD, 62
 LH1127'FEET NORTHEAST OF THE NORTHEAST CORNER OF GARAGE, 3 FEET SOUTH OF
 LH1127'A FENCE CORNER AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT
 LH1127'IS STAMPED MASON 2 NO 1 1951 AND PROJECTS 2 INCHES.
 LH1127'
 LH1127'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF A CULTIVATED FIELD,
 LH1127'64 FEET WEST OF A FENCE CORNER, 10 FEET NORTH OF AN EAST-WEST
 LH1127'FENCE LINE AND 1 FOOT SOUTHWEST OF A WITNESS POST.  IT IS STAMPED
 LH1127'MASON 2 NO 2 1951 AND PROJECTS 2 INCHES.
 LH1127'
 LH1127'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 32 FEET SOUTH OF
 LH1127'CENTER OF AN EAST-WEST ROAD, 8 FEET WEST OF THE CENTER OF A
 LH1127'DRIVEWAY INTO FARMYARD, 3 FEET EAST OF A WITNESS POST AND 1 FOOT
 LH1127'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED MASON 2 1951 AND
 LH1127'PROJECTS 2 INCHES.
 LH1127'
 LH1127'TO REACH THE STATION FROM THE RAILROAD DEPOT JUST SOUTH OF THE
 LH1127'INGLESIDE, NEBRASKA STATE HOSPITAL, GO WEST ON GRAVELED ROAD FOR
 LH1127'1.1 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 LH1127'WEST FOR 0.4 MILE TO A FARMYARD ON RIGHT AND STATION JUST NORTH
 LH1127'OF GARAGE AS DESCRIBED.
 LH1127'
 LH1127'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LH1127
 LH1127                          STATION RECOVERY (1969)
 LH1127
 LH1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LH1127'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND
 LH1127'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 LH1127'DISPLACED.  REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT NOT
 LH1127'RECOVERED AND ASSUMED THE MARK WAS DESTROYED BY CLEARING
 LH1127'OPERATIONS.  THE OLD FARM BUILDINGS AT THE STATION SITE
 LH1127'HAVE BEEN REMOVED AND REFERENCE MARKS WERE DESTROYED DURING
 LH1127'GRADEING OPERATIONS.
 LH1127'
 LH1127'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 LH1127'
 LH1127'THE DIRECTION BETWEEN THE JUNIATA PUBLIC SCHOOL BELFRY 1947
 LH1127'AND THE AZIMUTH MARK FAILED TO CHECK BY 11.1 SECONDS.
 LH1127'
 LH1127'FOLLOWING IS A COMPLETE DESCRIPTION.
 LH1127'
 LH1127'TO REACH THE STATION FROM THE T-INTERSECTION AT THE SOUTH
 LH1127'SIDE OF THE NEBRASKA STATE HOSPITAL IN THE VILLAGE OF ENGLESIDE,
 LH1127'GO WEST ON A GRAVELED ROAD ALONG THE SOUTH SIDE OF RAILROAD
 LH1127'TRACKS FOR 1.1 MILES TO FARM BUILDINGS AND THE AZIMUTH MARK
 LH1127'ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.4
 LH1127'MILE TO A FIELD APPROACH AND THE STATION ON THE RIGHT.
 LH1127'
 LH1127'STATION MARK, A STANDARD DISK STAMPED MASON 2 1951, IS SET
 LH1127'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 14 INCHES
 LH1127'BELOW THE SURFACE OF THE GROUND.  IT IS 289 FEET NORTH OF THE
 LH1127'CENTER OF THE EAST-WEST ROAD.  THE UNDERGROUND MARK WAS
 LH1127'NOT INSPECTED.
 LH1127'
 LH1127'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MASON 2 1951
 LH1127'NO. 3 1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 LH1127'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 123
 LH1127'FEET EAST OF THE CENTER OF A FIELD APPROACH, 25 FEET NORTH
 LH1127'OF THE CENTER OF THE EAST-WEST ROAD, AND 1 FOOT WEST OF A
 LH1127'METAL WITNESS POST.
 LH1127'
 LH1127'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MASON 2 1951
 LH1127'NO. 4 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LH1127'PROJECTS 5 INCHES.  IT IS 42 FEET WEST OF THE CENTER OF THE
 LH1127'FIELD APPROACH, 41 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 LH1127'AND 1.5 FEET WEST OF A METAL WITNESS POST.
 LH1127'
 LH1127'AZIMUTH MARK, A STANDARD DISK STAMPED MASON 2 1951, IS
 LH1127'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8
 LH1127'INCHES.  IT IS 32 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LH1127'ROAD AND 8 FEET WEST OF THE CENTER OF A DRIVEWAY.
 LH1127'
 LH1127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/4
 LH1127'MILE WEST OF INGLESIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1150 ***********************************************************************
 ML1150  DESIGNATION -  MASON CITY MUNICIPAL STANDPIPE
 ML1150  PID         -  ML1150
 ML1150  STATE/COUNTY-  NE/CUSTER
 ML1150  USGS QUAD   -  MASON CITY (1978)
 ML1150
 ML1150                         *CURRENT SURVEY CONTROL
 ML1150  ___________________________________________________________________
 ML1150* NAD 83(1995)-  41 13 15.83666(N)    099 18 07.53238(W)     ADJUSTED  
 ML1150* NAVD 88     -                                                        
 ML1150  ___________________________________________________________________
 ML1150  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 ML1150  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 ML1150
 ML1150  HORZ ORDER  -  THIRD
 ML1150
 ML1150.The horizontal coordinates were established by classical geodetic methods
 ML1150.and adjusted by the National Geodetic Survey in August 1997..
 ML1150
 ML1150
 ML1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1150
 ML1150.The geoid height was determined by GEOID03.
 ML1150
 ML1150;                    North         East     Units Scale Factor Converg.
 ML1150;SPC NE       -   154,309.937   558,502.068   MT  0.99967088   +0 27 45.0
 ML1150;UTM  14      - 4,563,341.917   474,678.634   MT  0.99960789   -0 11 56.7
 ML1150
 ML1150                          SUPERSEDED SURVEY CONTROL
 ML1150
 ML1150  NAD 83(1986)-  41 13 15.84427(N)    099 18 07.53625(W) AD(       ) 4
 ML1150  NAD 27      -  41 13 15.81400(N)    099 18 06.18400(W) AD(       ) 3
 ML1150
 ML1150.Superseded values are not recommended for survey control.
 ML1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1150.See file dsdata.txt to determine how the superseded data were derived.
 ML1150
 ML1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7467963342(NAD 83)
 ML1150_MARKER: 52 = STANDPIPE TANK
 ML1150
 ML1150  HISTORY     - Date     Condition        Report By
 ML1150  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1150  HISTORY     - 1951     GOOD             CGS
 ML1150  HISTORY     - 19861007 GOOD             NGS
 ML1150
 ML1150                          STATION DESCRIPTION
 ML1150
 ML1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1150'THE STATION IS LOCATED IN THE SOUTHWEST PART OF MASON CITY AND
 ML1150'85 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD.
 ML1150'
 ML1150'IT IS A CYLINDRICAL STEEL STRUCTURE WITH A CONICAL SHAPED ROOF.
 ML1150'THE OVERALL HEIGHT IS 35 FEET.
 ML1150'
 ML1150'THE POINT OBSERVED UPON WAS THE CENTER OF THE STANDPIPE.
 ML1150
 ML1150                          STATION RECOVERY (1951)
 ML1150
 ML1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 ML1150'RECOVERED IN GOOD CONDITION.
 ML1150
 ML1150                          STATION RECOVERY (1986)
 ML1150
 ML1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 ML1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0468 ***********************************************************************
 LJ0468  DESIGNATION -  MASSACRE
 LJ0468  PID         -  LJ0468
 LJ0468  STATE/COUNTY-  NE/HITCHCOCK
 LJ0468  USGS QUAD   -  CULBERTSON NW (1962)
 LJ0468
 LJ0468                         *CURRENT SURVEY CONTROL
 LJ0468  ___________________________________________________________________
 LJ0468* NAD 83(1995)-  40 13 10.73904(N)    100 57 59.00991(W)     ADJUSTED  
 LJ0468* NAVD 88     -       865.58   (+/-2cm)    2839.8    (feet)  VERTCON   
 LJ0468  ___________________________________________________________________
 LJ0468  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 LJ0468  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 LJ0468
 LJ0468  HORZ ORDER  -  FIRST
 LJ0468  VERT ORDER  -  THIRD ? (See Below)
 LJ0468
 LJ0468.The horizontal coordinates were established by classical geodetic methods
 LJ0468.and adjusted by the National Geodetic Survey in August 1997..
 LJ0468
 LJ0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0468.The vertical order pertains to the NGVD 29 superseded value.
 LJ0468
 LJ0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0468
 LJ0468.The geoid height was determined by GEOID03.
 LJ0468
 LJ0468;                    North         East     Units Scale Factor Converg.
 LJ0468;SPC NE       -    43,353.945   417,750.401   MT  0.99990793   -0 38 25.5
 LJ0468;UTM  14      - 4,453,991.017   332,682.924   MT  0.99994463   -1 16 12.1
 LJ0468
 LJ0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0468!SPC NE       -   0.99986793  x   0.99990793  =   0.99977587
 LJ0468!UTM  14      -   0.99986793  x   0.99994463  =   0.99981257
 LJ0468
 LJ0468|---------------------------------------------------------------------|
 LJ0468| PID    Reference Object                     Distance      Geod. Az  |
 LJ0468|                                                           dddmmss.s |
 LJ0468| CN9967 MASSACRE RM 1                        34.216 METERS 04215     |
 LJ0468| CN9966 MASSACRE AZ MK                                     1824830.9 |
 LJ0468| CN9968 MASSACRE RM 2                        39.320 METERS 28237     |
 LJ0468|---------------------------------------------------------------------|
 LJ0468
 LJ0468                          SUPERSEDED SURVEY CONTROL
 LJ0468
 LJ0468  NAD 83(1986)-  40 13 10.74123(N)    100 57 59.01618(W) AD(       ) 1
 LJ0468  NAD 27      -  40 13 10.75400(N)    100 57 57.43900(W) AD(       ) 1
 LJ0468  NGVD 29 (07/19/86)  865.25   (m)         2838.7    (f) LEVELING    3  
 LJ0468
 LJ0468.Superseded values are not recommended for survey control.
 LJ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0468.See file dsdata.txt to determine how the superseded data were derived.
 LJ0468
 LJ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK3268353991(NAD 83)
 LJ0468_MARKER: DS = TRIANGULATION STATION DISK
 LJ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0468
 LJ0468  HISTORY     - Date     Condition        Report By
 LJ0468  HISTORY     - 1935     MONUMENTED       CGS
 LJ0468  HISTORY     - 1950     GOOD             CGS
 LJ0468  HISTORY     - 1980     MARK NOT FOUND   USE
 LJ0468
 LJ0468                          STATION DESCRIPTION
 LJ0468
 LJ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0468'THE STATION IS LOCATED ON A LOCAL KNOLL IN A WASTE AREA, BETWEEN
 LJ0468'A CURVE TO THE EAST IN NEBRASKA HIGHWAY 3, WHERE IT TURNS EAST
 LJ0468'AFTER GOING NORTH FROM A POINT 2.5 MILES EAST OF THE TOWN OF
 LJ0468'TRENTON, NEBRASKA, AND A GRADED T-ROAD INTERSECTION STEM, EAST.
 LJ0468'IT IS 7 MILES WEST AND 1 MILE SOUTH OF CULBERTSON, NEBRASKA,
 LJ0468'1.75 MILES NORTH OF THE MASSACRE CANYON NATIONAL MONUMENT, 1.0
 LJ0468'MILE NORTHEAST OF MASSACRE CANYON, 2.0 MILES NORTH AND 2.5
 LJ0468'MILES EAST OF TRENTON, NEBRASKA, IN THE NORTHWEST CORNER OF
 LJ0468'SEC. 20, T. 3 N., R. 32 W.,
 LJ0468'
 LJ0468'THE STATION MARK LIES 106 FEET NORTHWEST OF THE CENTERLINE
 LJ0468'OF THE CENTER OF THE CURVE OF STATE HIGHWAY 3, 46 FEET SOUTH
 LJ0468'OF THE CENTERLINE OF THE EAST-WEST GRADED SECTION-LINE ROAD,
 LJ0468'82 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH GRADED ROAD,
 LJ0468'128 FEET EAST-SOUTHEAST OF A LONE NORTHEAST FENCE CORNER, 100
 LJ0468'FEET SOUTHEAST OF A LONE SOUTHWEST FENCE CORNER, AND
 LJ0468'APPROXIMATELY 200 YARDS NORTHWEST OF A LARGE GROUP OF FARM
 LJ0468'BUILDINGS IN THE SOUTHEAST ANGLE OF THE CURVE OF STATE
 LJ0468'HIGHWAY 3.  IT PROJECTS 6 INCHES.
 LJ0468'
 LJ0468'REFERENCE MARK NO. 1 LIES NORTHEAST OF THE STATION,
 LJ0468'33 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST GRADED ROAD
 LJ0468'(STEM OF GRADED T), 1.2 FEET SOUTH OF AN EAST-WEST FENCE LINE
 LJ0468'(NORTH GRADED ROAD RIGHT-OF-WAY FENCE), AND 129 FEET EAST OF A
 LJ0468'LONE SOUTHWEST FENCE CORNER (CORNER ON EAST SIDE OF NORTH-SOUTH
 LJ0468'GRADED ROAD).  IT PROJECTS 6 INCHES.
 LJ0468'
 LJ0468'REFERENCE MARK NO. 2 LIES WEST OF WEST-NORTHWEST OF
 LJ0468'THE STATION, 43 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 LJ0468'GRADED ROAD, 3 FEET NORTH OF A LONE NORTHEAST FENCE CORNER ON
 LJ0468'THE WEST SIDE OF THE GRADED NORTH-SOUTH ROAD, AND 25 FEET SOUTH
 LJ0468'OF THE CENTERLINE OF A PLAIN EAST-WEST TRACK ROAD.  IT PROJECTS
 LJ0468'4 INCHES.
 LJ0468'
 LJ0468'THE AZIMUTH MARK LIES SOUTH OF THE STATION, 1 FOOT
 LJ0468'EAST OF THE WEST RIGHT-OF-WAY FENCE OF HIGHWAY 3, AND 23.2 FEET
 LJ0468'NORTH-NORTHEAST OF THE CENTER POST OF A FENCE T-INTERSECTION
 LJ0468'STEM WEST, 32 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 3.
 LJ0468'IT PROJECTS 6 INCHES.
 LJ0468'
 LJ0468'THE STATION MAY BE REACHED FROM THE HIGHWAY FORK EAST OF TRENTON,
 LJ0468'NEBRASKA BY DRIVING EAST ON STATE HIGHWAY 3 FOR 2.5 MILES TO
 LJ0468'A POINT WHERE THE HIGHWAY TURNS NORTH, TURN NORTH, KEEPING
 LJ0468'STATE HIGHWAY 3, GO 1.5 MILES TO THE TOP OF THE GRADE (THE
 LJ0468'AZIMUTH MARK IS WEST OF THE ROAD AT THIS POINT).  CONTINUE NORTH
 LJ0468'0.5 MILE TO A POINT WHERE STATE HIGHWAY 3 TURNS EAST (THERE
 LJ0468'IS A GRADED SECTION-LINE ROAD T-INTERSECTION STEM EAST JUST
 LJ0468'NORTH OF THIS POINT).  THE STATION IS IN THE WASTE AREA LEFT
 LJ0468'BY THE CURVE OF STATE HIGHWAY 3 AND THE GRADED ROAD T.
 LJ0468'
 LJ0468'AN 8-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LJ0468
 LJ0468                          STATION RECOVERY (1950)
 LJ0468
 LJ0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 LJ0468'STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 LJ0468'ALL RECOVERED AND FOUND IN GOOD CONDITION.  THEY WERE ADEQUATELY
 LJ0468'DESCRIBED.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS GOOD
 LJ0468'EXCEPT THAT THE HIGHWAY IS NOW U.S. HIGHWAY 34 INSTEAD OF
 LJ0468'STATE ROUTE 3, AND IT TURNS TO THE E ABOUT 1.0 MILE S OF THE
 LJ0468'STATION INSTEAD OF PASSING BY IT NOW.
 LJ0468
 LJ0468                          STATION RECOVERY (1980)
 LJ0468
 LJ0468'RECOVERY NOTE BY US ENGINEERS 1980 (MCB)
 LJ0468'DESTROYED.
 LJ0468'
 LJ0468'DISTANCE AND DIRECTION FROM NEAREST TOWN--CULVERTSON 1 MILE S. AND
 LJ0468'7 MILES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0495 ***********************************************************************
 MK0495  DESIGNATION -  MASTERS
 MK0495  PID         -  MK0495
 MK0495  STATE/COUNTY-  NE/WASHINGTON
 MK0495  USGS QUAD   -  ARLINGTON (1968)
 MK0495
 MK0495                         *CURRENT SURVEY CONTROL
 MK0495  ___________________________________________________________________
 MK0495* NAD 83(1995)-  41 25 54.10359(N)    096 19 36.99939(W)     ADJUSTED  
 MK0495* NAVD 88     -       395.330  (meters)    1297.01   (feet)  ADJUSTED  
 MK0495  ___________________________________________________________________
 MK0495  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 MK0495  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 MK0495  DYNAMIC HT  -         395.146 (meters)    1296.41  (feet)  COMP
 MK0495  MODELED GRAV-     980,145.0   (mgal)                       NAVD 88
 MK0495
 MK0495  HORZ ORDER  -  FIRST
 MK0495  VERT ORDER  -  SECOND    CLASS 0
 MK0495
 MK0495.The horizontal coordinates were established by classical geodetic methods
 MK0495.and adjusted by the National Geodetic Survey in August 1997..
 MK0495
 MK0495.The orthometric height was determined by differential leveling
 MK0495.and adjusted by the National Geodetic Survey in June 1991..
 MK0495
 MK0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK0495
 MK0495.The geoid height was determined by GEOID03.
 MK0495
 MK0495.The dynamic height is computed by dividing the NAVD 88
 MK0495.geopotential number by the normal gravity value computed on the
 MK0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0495.degrees latitude (g = 980.6199 gals.).
 MK0495
 MK0495.The modeled gravity was interpolated from observed gravity values.
 MK0495
 MK0495;                    North         East     Units Scale Factor Converg.
 MK0495;SPC NE       -   183,976.720   806,811.241   MT  0.99965943   +2 26 02.8
 MK0495;UTM  14      - 4,590,130.040   723,345.112   MT  1.00021393   +1 46 10.4
 MK0495
 MK0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0495!SPC NE       -   0.99994232  x   0.99965943  =   0.99960177
 MK0495!UTM  14      -   0.99994232  x   1.00021393  =   1.00015624
 MK0495
 MK0495:                Primary Azimuth Mark                     Grid Az
 MK0495:SPC NE       -  MASTERS AZ MK                            101 36 18.6
 MK0495:UTM  14      -  MASTERS AZ MK                            102 16 11.0
 MK0495
 MK0495|---------------------------------------------------------------------|
 MK0495| PID    Reference Object                     Distance      Geod. Az  |
 MK0495|                                                           dddmmss.s |
 MK0495| CL7444 MASTERS AZ MK                                      1040221.4 |
 MK0495| MK2037 ARLINGTON ATT MICROWAVE TOWER       APPROX. 1.5 KM 1161749.7 |
 MK0495| MK0496 MASTERS RM 1                        121.615 METERS 17025     |
 MK0495| MK2057 FREMONT ELEVATOR COMPANY            APPROX.19.1 KM 2752502.4 |
 MK0495| MK0497 MASTERS RM 2                                       30632     |
 MK0495|---------------------------------------------------------------------|
 MK0495
 MK0495                          SUPERSEDED SURVEY CONTROL
 MK0495
 MK0495  NAD 83(1986)-  41 25 54.11111(N)    096 19 37.00152(W) AD(       ) 1
 MK0495  NAD 27      -  41 25 54.11703(N)    096 19 35.93014(W) AD(       ) 1
 MK0495  NGVD 29 (??/??/92)  395.180  (m)         1296.52   (f) ADJ UNCH    2 0
 MK0495
 MK0495.Superseded values are not recommended for survey control.
 MK0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0495.See file dsdata.txt to determine how the superseded data were derived.
 MK0495
 MK0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2334590130(NAD 83)
 MK0495_MARKER: DB = BENCH MARK DISK
 MK0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0495_STAMPING: MASTERS 1930
 MK0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0495+STABILITY: SURFACE MOTION
 MK0495
 MK0495  HISTORY     - Date     Condition        Report By
 MK0495  HISTORY     - 1930     MONUMENTED       CGS
 MK0495  HISTORY     - 1935     GOOD             NEGS
 MK0495  HISTORY     - 1947     GOOD             NGS
 MK0495  HISTORY     - 1959     GOOD             CGS
 MK0495  HISTORY     - 1968     GOOD             USGS
 MK0495  HISTORY     - 1968     GOOD             USGS
 MK0495  HISTORY     - 1973     GOOD             NEDR
 MK0495  HISTORY     - 1975     GOOD             NEDR
 MK0495
 MK0495                          STATION DESCRIPTION
 MK0495
 MK0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK0495'THIS STATION IS ABOUT 12 MILES E OF FREMONT AND 2 MILES SE OF
 MK0495'ARLINGTON, ON LAND OWNED BY THE MASTERS ESTATE, AND IS ABOUT
 MK0495'800 FEET N AT THIS POINT OF THE FENCE LINE IN WHICH THERE IS
 MK0495'A GATE.
 MK0495'
 MK0495'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK0495'DISKS SET IN CONCRETE.
 MK0495'
 MK0495'SURFACE MARK IS 12 INCHES BELOW THE SURFACE AT THE HIGHEST
 MK0495'PLACE IN THE PASTURE.  THE GROUND IS ALMOST LEVEL EXCEPT ON THE
 MK0495'W WHERE IS SLOPE FOR ABOUT 300 FEET TO A HIGH BANK.  THERE IS
 MK0495'A FENCE LINE 19.85 METERS W OF THE MARK AND ANOTHER ABOUT
 MK0495'160 METERS N.
 MK0495'
 MK0495'REFERENCE MARK NO. 1 IS FLUSH WITH THE SURFACE IN A N AND S
 MK0495'FENCE LINE ABOUT 435 FEET N OF THE AFORE-MENTIONED GATE.  IT IS
 MK0495'25 FEET E OF THE EDGE OF THE FIRST TERRACE GOING DOWN TO THE
 MK0495'RIVER AND IS 121.93 METERS DISTANT FROM THE STATION.  REFERENCE
 MK0495'MARK NO. 2 IS IN THE NW CORNER OF THE PASTURE IN WHICH THE
 MK0495'STATION IS LOCATED NEAR A GATE AND 1.28 METERS E OF THE
 MK0495'INTERSECTION OF THREE FENCE LINES.  THE DISTANCE TO THE STATION
 MK0495'IS 178 METERS APPROXIMATELY.
 MK0495'
 MK0495'TO REACH THE STATION GO E FROM ARLINGTON ABOUT 2 MILES ON
 MK0495'U.S. HIGHWAY 130.  TURN S ON A SECTION-LINE ROAD 1.6 MILES TO
 MK0495'THE MASTERS RESIDENCE WHICH IS THE FIRST HOUSE ON THE W AFTER
 MK0495'CROSSING THE SECOND RAILROAD.  GO THROUGH YARD, TURN N TO FENCE
 MK0495'ALONG RAILROAD, THEN FOLLOW THIS FENCE LINE W TO THE TOP OF
 MK0495'THE BLUFF OVERLOOKING THE ELKHORN RIVER.  A TOTAL DISTANCE OF
 MK0495'0.95 MILE FROM THE HOUSE.
 MK0495'
 MK0495'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MK0495
 MK0495                          STATION RECOVERY (1935)
 MK0495
 MK0495'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK0495'STATION RECOVERED IN GOOD CONDITION.  UPPER STATION MARK IS
 MK0495'BURIED ABOUT 12 INCHES.
 MK0495'
 MK0495'STATION IS IN NW SEC. 20, T 17 N, R 10 E.
 MK0495'
 MK0495'DESCRIPTION OF THE STATION AND REFERENCE MARKS IS CORRECT.
 MK0495'
 MK0495'IN DESCRIPTION ROUTE 130 SHOULD BE U.S. HIGHWAY 30.
 MK0495
 MK0495                          STATION RECOVERY (1947)
 MK0495
 MK0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MK0495'4.8 MI SE FROM ARLINGTON.
 MK0495'2.2 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE CHICAGO AND
 MK0495'NORTH WESTERN RAILWAY STATION AT ARLINGTON, THENCE 1.6 MILE SOUTH
 MK0495'ALONG A GRAVEL ROAD THE A.M. MASTERS FARM HOUSE, THENCE 1.0
 MK0495'MILE WEST ALONG A PRIVATE DIRT ROAD TO A POINT WHERE THE ROAD
 MK0495'TURNS SOUTH AT THE TOP OF A HILL OVERLOOKING THE ELKHORN RIVER
 MK0495'TO THE WEST.  STATION IS 809.0 FEET SOUTHEAST OF REFERENCE
 MK0495'MARK MASTERS NO 2, 510.0 FEET NORTH OF A POINT WHERE THE PRIVATE
 MK0495'ROAD TURNS SOUTH, 387.7 FEET NORTH OF REFERENCE MARK MASTERS
 MK0495'NO 1, 18.0 FEET WEST OF A NORTH-SOUTH FENCE LINE, 17.6 FEET
 MK0495'WEST OF A REFERENCE POST, A TRIANGULATION STATION DISK SET IN
 MK0495'A CONCRETE POST 1 FOOT UNDERGROUND.
 MK0495
 MK0495                          STATION RECOVERY (1959)
 MK0495
 MK0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK0495'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 MK0495'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED.
 MK0495'AN AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 MK0495'FOLLOWS.
 MK0495'
 MK0495'THE STATION IS LOCATED 12 MILES EAST OF FREMONT AND 2 MILES
 MK0495'SOUTHEAST OF ARLINGTON ON A BLUFF OVER-LOOKING THE ELKHORN RIVER,
 MK0495'ON LAND OWNED BY THE MASTER ESTATE.
 MK0495'
 MK0495'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MK0495'CONCRETE MONUMENT WHICH IS 12 INCHES BELOW THE SURFACE OF THE
 MK0495'GROUND AND IS STAMPED MASTERS 1930.  IT IS 21 FEET WEST OF A
 MK0495'NORTH-SOUTH FENCE LINE.
 MK0495'
 MK0495'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12 INCH
 MK0495'SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND IS
 MK0495'STAMPED MASTERS NO 1 1930.  IT IS 36 FEET WEST OF A
 MK0495'NORTH-SOUTH FENCE LINE AND 15 FEET EAST OF THE EDGE OF THE BLUFF.
 MK0495'
 MK0495'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12
 MK0495'INCH SQUARE CONCRETE WHICH PROJECTS 2 INCHES AND IS STAMPED
 MK0495'MASTERS NO 2 1930.  IT IS 3 FEET WEST OF A NORTHWEST FENCE
 MK0495'CORNER AND 1 FOOT EAST OF A WHITE WITNESS POST.
 MK0495'
 MK0495'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12
 MK0495'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS
 MK0495'STAMPED MASTERS 1930 1959.  IT IS 45 FEET SOUTH OF A CURVE
 MK0495'IN TRACK ROAD AND 2 FEET NORTH OF A METAL WITNESS POST.
 MK0495'
 MK0495'TO REACH THE STATION FROM THE POST OFFICE IN ARLINGTON GO
 MK0495'SOUTH FOR 0.1 MILE TO U.S. HIGHWAY 30.  TURN LEFT, EAST, ON
 MK0495'U.S. HIGHWAY 30 AND GO 2 MILES TO A CROSS ROAD.  TURN RIGHT, SOUTH,
 MK0495'AS PER SIGN BENNINGTON AND GO 1.5 MILES TO A FARM HOUSE ON
 MK0495'THE RIGHT JUST AFTER CROSSING A RAILROAD OVERPASS.  TURN
 MK0495'RIGHT, WEST, PASSING BETWEEN FARM BUILDINGS AND GO 0.1 MILE
 MK0495'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  FROM THE AZIMUTH
 MK0495'MARK FOLLOW TRACK ROAD WESTERLY FOR 0.9 MILE TO A FENCE
 MK0495'CORNER.  TURN RIGHT, NORTH AND GO 0.05 MILE TO THE STATION
 MK0495'AS DESCRIBED.
 MK0495
 MK0495                          STATION RECOVERY (1968)
 MK0495
 MK0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FJH)
 MK0495'DESCRIPTION IS ADEQUATE.  ALL MARKS WERE FOUND IN GOOD CONDITION.
 MK0495
 MK0495                          STATION RECOVERY (1968)
 MK0495
 MK0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK0495'RECOVERED IN GOOD CONDITION.
 MK0495
 MK0495                          STATION RECOVERY (1973)
 MK0495
 MK0495'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1973 (HED)
 MK0495'STATION, AZIMUTH MARK, REF NO. 1, REF NO. 2 FOUND IN GOOD
 MK0495'CONDITION.
 MK0495'
 MK0495'NOTE--TO LOCATE REF. 1 AND REF. 2 USE ORIGINAL DESCRIPTION REFERENCE
 MK0495'NO. 1 IS ON NORTH SOUTH SECTION LINE, FENCE IS GONE.
 MK0495'DISTANCE FROM REF. NO. 2 TO THE STATION IS 807.68 FEET.
 MK0495'
 MK0495'NEAREST TOWN--ARLINGTON.
 MK0495
 MK0495                          STATION RECOVERY (1975)
 MK0495
 MK0495'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 MK0495'MASTERS 1930 STATION, AZIMUTH, REF. NO 1, REF. NO 2 ALL FOUND AS
 MK0495'DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0496 ***********************************************************************
 MK0496  DESIGNATION -  MASTERS RM 1
 MK0496  PID         -  MK0496
 MK0496  STATE/COUNTY-  NE/WASHINGTON
 MK0496  USGS QUAD   -  ARLINGTON (1968)
 MK0496
 MK0496                         *CURRENT SURVEY CONTROL
 MK0496  ___________________________________________________________________
 MK0496* NAD 83(1986)-  41 25 54.     (N)    096 19 36.     (W)     SCALED    
 MK0496* NAVD 88     -       394.455  (meters)    1294.14   (feet)  ADJUSTED  
 MK0496  ___________________________________________________________________
 MK0496  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 MK0496  DYNAMIC HT  -         394.271 (meters)    1293.54  (feet)  COMP
 MK0496  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 MK0496
 MK0496  VERT ORDER  -  SECOND    CLASS 0
 MK0496
 MK0496.The horizontal coordinates were scaled from a topographic map and have
 MK0496.an estimated accuracy of +/- 6 seconds.
 MK0496
 MK0496.The orthometric height was determined by differential leveling
 MK0496.and adjusted by the National Geodetic Survey in June 1991..
 MK0496
 MK0496.The geoid height was determined by GEOID03.
 MK0496
 MK0496.The dynamic height is computed by dividing the NAVD 88
 MK0496.geopotential number by the normal gravity value computed on the
 MK0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0496.degrees latitude (g = 980.6199 gals.).
 MK0496
 MK0496.The modeled gravity was interpolated from observed gravity values.
 MK0496
 MK0496;                    North         East    Units  Estimated Accuracy
 MK0496;SPC NE       -   183,980.      806,840.      MT  (+/- 180 meters Scaled)
 MK0496
 MK0496                          SUPERSEDED SURVEY CONTROL
 MK0496
 MK0496  NGVD 29 (??/??/92)  394.305  (m)         1293.65   (f) ADJ UNCH    2 0
 MK0496
 MK0496.Superseded values are not recommended for survey control.
 MK0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0496.See file dsdata.txt to determine how the superseded data were derived.
 MK0496
 MK0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL233901(NAD 83)
 MK0496_MARKER: DR = REFERENCE MARK DISK
 MK0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0496_STAMPING: MASTERS NO 1 1930
 MK0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0496+STABILITY: SURFACE MOTION
 MK0496
 MK0496  HISTORY     - Date     Condition        Report By
 MK0496  HISTORY     - 1930     MONUMENTED       CGS
 MK0496  HISTORY     - 1947     GOOD             NGS
 MK0496  HISTORY     - 1968     GOOD             USGS
 MK0496
 MK0496                          STATION DESCRIPTION
 MK0496
 MK0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0496'4.8 MI SE FROM ARLINGTON.
 MK0496'2.2 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE CHICAGO AND
 MK0496'NORTH WESTERN RAILWAY STATION AT ARLINGTON, THENCE 1.6 MILE
 MK0496'SOUTH ALONG A GRAVEL ROAD TO THE A.M. MASTERS FARM HOUSE, THENCE
 MK0496'1.0 MILE WEST ALONG A PRIVATE ROAD TO A POINT WHERE THE PRIVATE
 MK0496'ROAD MAKES A TURN TO THE SOUTH AT THE TOP OF A HILL OVERLOOKING
 MK0496'THE ELKHORN RIVER TO THE WEST.  REFERENCE MARK IS 398.7 FEET
 MK0496'SOUTH OF MASTERS TRIANGULATION STATION, 133.0 FEET NORTHWEST
 MK0496'OF THE CENTER OF THE TURN TO THE SOUTH IN THE PRIVATE ROAD,
 MK0496'108.0 FEET NORTH NORTHWEST OF A FENCE CORNER POST, 38.0 FEET
 MK0496'WEST OF A NORTH-SOUTH FENCE INE, 18.0 FEET EAST OF THE TOP OF A
 MK0496'STEEP BANK LEADING DOWN TO THE ELKHORN RIVER, 1.0 FEET NORTH
 MK0496'OF A REFERENCE POST, A REFERENCE MARK DISK SET IN A CONCRETE
 MK0496'POST PROJECTING 0.2 FOOT.
 MK0496
 MK0496                          STATION RECOVERY (1968)
 MK0496
 MK0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0497 ***********************************************************************
 MK0497  DESIGNATION -  MASTERS RM 2
 MK0497  PID         -  MK0497
 MK0497  STATE/COUNTY-  NE/WASHINGTON
 MK0497  USGS QUAD   -  ARLINGTON (1968)
 MK0497
 MK0497                         *CURRENT SURVEY CONTROL
 MK0497  ___________________________________________________________________
 MK0497* NAD 83(1986)-  41 25 53.     (N)    096 19 36.     (W)     SCALED    
 MK0497* NAVD 88     -       385.358  (meters)    1264.30   (feet)  ADJUSTED  
 MK0497  ___________________________________________________________________
 MK0497  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 MK0497  DYNAMIC HT  -         385.178 (meters)    1263.70  (feet)  COMP
 MK0497  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 MK0497
 MK0497  VERT ORDER  -  SECOND    CLASS 0
 MK0497
 MK0497.The horizontal coordinates were scaled from a topographic map and have
 MK0497.an estimated accuracy of +/- 6 seconds.
 MK0497
 MK0497.The orthometric height was determined by differential leveling
 MK0497.and adjusted by the National Geodetic Survey in June 1991..
 MK0497
 MK0497.The geoid height was determined by GEOID03.
 MK0497
 MK0497.The dynamic height is computed by dividing the NAVD 88
 MK0497.geopotential number by the normal gravity value computed on the
 MK0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0497.degrees latitude (g = 980.6199 gals.).
 MK0497
 MK0497.The modeled gravity was interpolated from observed gravity values.
 MK0497
 MK0497;                    North         East    Units  Estimated Accuracy
 MK0497;SPC NE       -   183,940.      806,840.      MT  (+/- 180 meters Scaled)
 MK0497
 MK0497                          SUPERSEDED SURVEY CONTROL
 MK0497
 MK0497  NGVD 29 (??/??/92)  385.207  (m)         1263.80   (f) ADJ UNCH    2 0
 MK0497
 MK0497.Superseded values are not recommended for survey control.
 MK0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0497.See file dsdata.txt to determine how the superseded data were derived.
 MK0497
 MK0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL233900(NAD 83)
 MK0497_MARKER: DR = REFERENCE MARK DISK
 MK0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0497_STAMPING: MASTERS NO 2 1930
 MK0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0497+STABILITY: SURFACE MOTION
 MK0497
 MK0497  HISTORY     - Date     Condition        Report By
 MK0497  HISTORY     - 1930     MONUMENTED       CGS
 MK0497  HISTORY     - 1947     GOOD             NGS
 MK0497  HISTORY     - 1968     GOOD             USGS
 MK0497
 MK0497                          STATION DESCRIPTION
 MK0497
 MK0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0497'5.1 MI SE FROM ARLINGTON.
 MK0497'2.2 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE CHICAGO AND
 MK0497'NORTH WESTERN RAILWAY STATION AT ARLINGTON, THENCE 1.6 MILE
 MK0497'SOUTH ALONG A GRAVEL ROAD TO THE A.M. MASTERS FARM HOUSE, THENCE
 MK0497'1.0 MILE WEST ALONG A PRIVATE DIRT ROAD TO A POINT WHERE THE
 MK0497'PRIVATE ROAD TURNS SOUTH AT THE TOP OF A HILL OVERLOOKING THE
 MK0497'ELKHORN RIVER, THENCE 0.3 MILE NORTH AND WEST ALONG A FENCE
 MK0497'LINE TO A GATE AT A FENCE CORNER AND THE REFERENCE MARK.  REFERENCE
 MK0497'MARK IS 809.0 FEET NORTHWEST OF MASTERS TRIANGULATION STATION,
 MK0497'3.5 FEET EAST OF A FENCE CORNER POST, 1.0 FOOT EAST OF A
 MK0497'REFERENCE POST, 0.6 FOOT SOUTH OF THE EAST-WEST FENCE LINE,
 MK0497'A REFERENCE MARK DISK SET IN A CONCRETE POST PROJECTING
 MK0497'0.1 FOOT.
 MK0497
 MK0497                          STATION RECOVERY (1968)
 MK0497
 MK0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0088 ***********************************************************************
 MM0088  DESIGNATION -  MAXWELL
 MM0088  PID         -  MM0088
 MM0088  STATE/COUNTY-  NE/LINCOLN
 MM0088  USGS QUAD   -  MAXWELL (1970)
 MM0088
 MM0088                         *CURRENT SURVEY CONTROL
 MM0088  ___________________________________________________________________
 MM0088* NAD 83(1986)-  41 04 39.     (N)    100 31 32.     (W)     SCALED    
 MM0088* NAVD 88     -       827.236  (meters)    2714.02   (feet)  ADJUSTED  
 MM0088  ___________________________________________________________________
 MM0088  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 MM0088  DYNAMIC HT  -         826.742 (meters)    2712.40  (feet)  COMP
 MM0088  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 MM0088
 MM0088  VERT ORDER  -  FIRST     CLASS II
 MM0088
 MM0088.The horizontal coordinates were scaled from a topographic map and have
 MM0088.an estimated accuracy of +/- 6 seconds.
 MM0088
 MM0088.The orthometric height was determined by differential leveling
 MM0088.and adjusted by the National Geodetic Survey in June 1991..
 MM0088
 MM0088.The geoid height was determined by GEOID03.
 MM0088
 MM0088.The dynamic height is computed by dividing the NAVD 88
 MM0088.geopotential number by the normal gravity value computed on the
 MM0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0088.degrees latitude (g = 980.6199 gals.).
 MM0088
 MM0088.The modeled gravity was interpolated from observed gravity values.
 MM0088
 MM0088;                    North         East    Units  Estimated Accuracy
 MM0088;SPC NE       -   138,270.      455,850.      MT  (+/- 180 meters Scaled)
 MM0088
 MM0088                          SUPERSEDED SURVEY CONTROL
 MM0088
 MM0088  NGVD 29 (??/??/92)  826.912  (m)         2712.96   (f) ADJ UNCH    1 2
 MM0088
 MM0088.Superseded values are not recommended for survey control.
 MM0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0088.See file dsdata.txt to determine how the superseded data were derived.
 MM0088
 MM0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL718484(NAD 83)
 MM0088_MARKER: DB = BENCH MARK DISK
 MM0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0088_STAMPING: 2712.960 MAXWELL 1933
 MM0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0088+STABILITY: SURFACE MOTION
 MM0088
 MM0088  HISTORY     - Date     Condition        Report By
 MM0088  HISTORY     - 1933     MONUMENTED       CGS
 MM0088  HISTORY     - 1970     GOOD             USGS
 MM0088  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 MM0088
 MM0088                          STATION DESCRIPTION
 MM0088
 MM0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0088'AT MAXWELL.
 MM0088'AT MAXWELL, LINCOLN COUNTY, AT THE SOUTHWEST CORNER OF THE
 MM0088'INTERSECTION OF FIRST AND PINE STREETS, AT THE CITY HALL, 40
 MM0088'FEET SOUTH OF THE CENTER LINE OF FIRST STREET, 40 FEET WEST OF
 MM0088'THE CENTER LINE OF PINE STREET, AND 1 FOOT FROM THE NORTHEAST
 MM0088'CORNER OF THE BUILDING.  A STANDARD DISK, STAMPED 2712.960
 MM0088'MAXWELL 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MM0088'ABOUT 2 INCHES ABOVE GROUND.
 MM0088
 MM0088                          STATION RECOVERY (1970)
 MM0088
 MM0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MM0088'RECOVERED IN GOOD CONDITION.
 MM0088
 MM0088                          STATION RECOVERY (1985)
 MM0088
 MM0088'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 MM0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0498 ***********************************************************************
 MM0498  DESIGNATION -  MAXWELL
 MM0498  PID         -  MM0498
 MM0498  STATE/COUNTY-  NE/LINCOLN
 MM0498  USGS QUAD   -  MAXWELL (1970)
 MM0498
 MM0498                         *CURRENT SURVEY CONTROL
 MM0498  ___________________________________________________________________
 MM0498* NAD 83(1995)-  41 06 39.35380(N)    100 32 46.92366(W)     ADJUSTED  
 MM0498* NAVD 88     -       898.     (meters)    2946.     (feet)  SCALED    
 MM0498  ___________________________________________________________________
 MM0498  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 MM0498  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 MM0498
 MM0498  HORZ ORDER  -  SECOND
 MM0498
 MM0498.The horizontal coordinates were established by classical geodetic methods
 MM0498.and adjusted by the National Geodetic Survey in August 1997..
 MM0498
 MM0498.The orthometric height was scaled from a topographic map.
 MM0498
 MM0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0498
 MM0498.The geoid height was determined by GEOID03.
 MM0498
 MM0498;                    North         East     Units Scale Factor Converg.
 MM0498;SPC NE       -   141,991.555   454,123.301   MT  0.99968221   -0 21 43.5
 MM0498;UTM  14      - 4,552,223.820   370,164.235   MT  0.99980747   -1 01 00.9
 MM0498
 MM0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0498!SPC NE       -   0.99986262  x   0.99968221  =   0.99954488
 MM0498!UTM  14      -   0.99986262  x   0.99980747  =   0.99967012
 MM0498
 MM0498:                Primary Azimuth Mark                     Grid Az
 MM0498:SPC NE       -  MAXWELL ATT CO KAC 33 RAD TWR            044 54 40.6
 MM0498:UTM  14      -  MAXWELL ATT CO KAC 33 RAD TWR            045 33 58.0
 MM0498
 MM0498|---------------------------------------------------------------------|
 MM0498| PID    Reference Object                     Distance      Geod. Az  |
 MM0498|                                                           dddmmss.s |
 MM0498| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX. 3.1 KM 0443257.1 |
 MM0498| CN9975 MAXWELL RM 1                         10.908 METERS 09135     |
 MM0498| MM0375 BRADY MUNICIPAL TANK                APPROX.18.3 KM 1221732.6 |
 MM0498| CN9976 MAXWELL RM 2                         11.172 METERS 18435     |
 MM0498| CN9974 MAXWELL AZ MK                                      2000858.1 |
 MM0498| MM0428 NORTH PLATTE PUB PWR WATER TK       APPROX.18.1 KM 2611636.0 |
 MM0498| MM0432 BIRDWOOD RAD STA KNBR TALL MST      APPROX.28.5 KM 2812351.8 |
 MM0498| MM0418 NORTH PLATTE RAD STA KODY MAST      APPROX.19.9 KM 2821451.3 |
 MM0498| MM0405 N PLATTE STATE POLICE RAD MAST      APPROX.19.2 KM 2972331.6 |
 MM0498|---------------------------------------------------------------------|
 MM0498
 MM0498                          SUPERSEDED SURVEY CONTROL
 MM0498
 MM0498  NAD 83(1986)-  41 06 39.35921(N)    100 32 46.93078(W) AD(       ) 2
 MM0498  NAD 27      -  41 06 39.35621(N)    100 32 45.43610(W) AD(       ) 2
 MM0498
 MM0498.Superseded values are not recommended for survey control.
 MM0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0498.See file dsdata.txt to determine how the superseded data were derived.
 MM0498
 MM0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7016452224(NAD 83)
 MM0498_MARKER: DS = TRIANGULATION STATION DISK
 MM0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0498
 MM0498  HISTORY     - Date     Condition        Report By
 MM0498  HISTORY     - 1951     MONUMENTED       CGS
 MM0498  HISTORY     - 1978     GOOD             LOCENG
 MM0498
 MM0498                          STATION DESCRIPTION
 MM0498
 MM0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0498'THE STATION IS LOCATED ABOUT 12.0 MILES EAST-SOUTHEAST OF
 MM0498'NORTH PLATTE, 11.0 MILES NORTHWEST OF BRADY, 2.5 MILES
 MM0498'NORTH-NORTHWEST OF MAXWELL AND ON THE SUMMIT OF THE HIGHEST KNOLL IN
 MM0498'A PASTURE.  IT IS 0.4 MILE NORTH OF AN EAST-WEST FENCE LINE AND
 MM0498'0.2 MILE EAST OF A NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH
 MM0498'AND STAMPED MAXWELL 1951.
 MM0498'
 MM0498'REFERENCE MARK NO. 1 IS ON THE SAME LEVEL AS THE STATION.
 MM0498'IT IS SET FLUSH AND STAMPED MAXWELL NO 1 1951.
 MM0498'
 MM0498'REFERENCE MARK NO. 2 IS ON THE SAME LEVEL AS THE STATION.
 MM0498'IT IS SET FLUSH AND STAMPED MAXWELL NO 2 1951.
 MM0498'
 MM0498'THE DISTANCE BETWEEN REFERENCE MARKS IS 52.5 FEET.
 MM0498'
 MM0498'THE AZIMUTH MARK IS 1.0 FOOT SOUTH OF A WITNESS POST AND SET
 MM0498'IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 6 INCHES AND IS
 MM0498'STAMPED MAXWELL 1951.
 MM0498'
 MM0498'TO REACH THE STATION FROM THE DEPOT IN MAXWELL, GO WESTERLY
 MM0498'ON U.S. HIGHWAY 30 FOR 0.9 MILE TO A SIDE ROAD WEST, JUST
 MM0498'BEFORE GOING OVER A NORTH-SOUTH OVERPASS.  TURN RIGHT AND
 MM0498'GO WEST, THEN NORTH ON A GRADED ROAD FOR 1.1 MILES TO A FENCE
 MM0498'CORNER AND A WINDMILL ON THE RIGHT.  GO THROUGH GATE IN AN
 MM0498'EAST-WEST FENCE LINE AND CONTINUE NORTH THROUGH A PASTURE FOR
 MM0498'0.1 MILE TO A PASTURE LANE WITH A FENCE LINE ON EACH SIDE OF
 MM0498'IT.  PASS THROUGH TWO GATES AND GO NORTHWEST ACROSS A PASTURE
 MM0498'FOR 0.35 MILE TO A GATE IN AN EAST-WEST FENCE LINE.  PASS
 MM0498'THROUGH GATE AND GO NORTHWEST ACROSS A PASTURE FOR 0.15
 MM0498'MILE TO THE AZIMUTH MARK IN A NORTH-SOUTH FENCE LINE AS
 MM0498'DESCRIBED.  CONTINUE NORTH-NORTHEAST ACROSS THE PASTURE
 MM0498'FOR 0.3 MILE TO THE HIGHEST KNOLL AND THE STATION AS
 MM0498'DESCRIBED.
 MM0498'
 MM0498'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MM0498
 MM0498                          STATION RECOVERY (1978)
 MM0498
 MM0498'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (DKS)
 MM0498'MAXWELL RECOVERED GOOD.
 MM0498'
 MM0498'AZ. MK. RECOVERED GOOD.
 MM0498'
 MM0498'RM NO. 1 RECOVERED GOOD.
 MM0498'
 MM0498'RM NO. 2 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0386 ***********************************************************************
 MM0386  DESIGNATION -  MAXWELL ATT CO KAC 33 RAD TWR
 MM0386  PID         -  MM0386
 MM0386  STATE/COUNTY-  NE/LINCOLN
 MM0386  USGS QUAD   -  MAXWELL NE (1970)
 MM0386
 MM0386                         *CURRENT SURVEY CONTROL
 MM0386  ___________________________________________________________________
 MM0386* NAD 83(1995)-  41 07 50.91684(N)    100 31 13.73911(W)     ADJUSTED  
 MM0386* NAVD 88     -                                                        
 MM0386  ___________________________________________________________________
 MM0386  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 MM0386  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 MM0386
 MM0386  HORZ ORDER  -  THIRD
 MM0386
 MM0386.The horizontal coordinates were established by classical geodetic methods
 MM0386.and adjusted by the National Geodetic Survey in August 1997..
 MM0386
 MM0386
 MM0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0386
 MM0386.The geoid height was determined by GEOID03.
 MM0386
 MM0386;                    North         East     Units Scale Factor Converg.
 MM0386;SPC NE       -   144,185.047   456,310.005   MT  0.99967989   -0 20 41.7
 MM0386;UTM  14      - 4,554,392.433   372,376.147   MT  0.99980046   -1 00 01.0
 MM0386
 MM0386                          SUPERSEDED SURVEY CONTROL
 MM0386
 MM0386  NAD 83(1986)-  41 07 50.92181(N)    100 31 13.74574(W) AD(       ) 4
 MM0386  NAD 27      -  41 07 50.92135(N)    100 31 12.27202(W) AD(       ) 3
 MM0386
 MM0386.Superseded values are not recommended for survey control.
 MM0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0386.See file dsdata.txt to determine how the superseded data were derived.
 MM0386
 MM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7237654392(NAD 83)
 MM0386_MARKER: 43 = RADIO/TV TOWER
 MM0386
 MM0386  HISTORY     - Date     Condition        Report By
 MM0386  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0386  HISTORY     - 1967     GOOD             NEDR
 MM0386
 MM0386                          STATION DESCRIPTION
 MM0386
 MM0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0386'THE STATION IS LOCATED ON TOP OF A HIGH HILL 3.6 MILES NORTH
 MM0386'OF MAXWELL.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING
 MM0386'FOUR LARGE DIRECTIONAL CONE ANTENNAE AND HAS AN OVER-ALL
 MM0386'HEIGHT OF 100.0 FEET.
 MM0386'
 MM0386'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TOWER.
 MM0386'
 MM0386'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 30
 MM0386'AND STATE ROUTE NO. 107 IN MAXWELL, GO NORTH ON A GRAVEL ROAD FOR
 MM0386'3.6 MILES TO A STEEL GATE ON THE RIGHT AND THE STATION AT THE
 MM0386'TOP OF THE HILL AS DESCRIBED.
 MM0386
 MM0386                          STATION RECOVERY (1967)
 MM0386
 MM0386'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0386'STATION WAS FOUND AS DESCRIBED AND TO BE IN GOOD CONDITION.
 MM0386'
 MM0386'ADDITIONAL TO REACH--
 MM0386'
 MM0386'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY NO. 30 AND
 MM0386'SPUR NO. 330, GO NORTH ON OIL ROAD FOR 1.3 MILES TO END OF OIL
 MM0386'AND CONTINUE FOR 2.3 MILES TO POINT ON RIGHT AS DESCRIBED IN
 MM0386'1951 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1086 ***********************************************************************
 LH1086  DESIGNATION -  MAY
 LH1086  PID         -  LH1086
 LH1086  STATE/COUNTY-  NE/DAWSON
 LH1086  USGS QUAD   -  COZAD NW (1971)
 LH1086
 LH1086                         *CURRENT SURVEY CONTROL
 LH1086  ___________________________________________________________________
 LH1086* NAD 83(1995)-  40 58 30.01036(N)    099 53 36.38882(W)     ADJUSTED  
 LH1086* NAVD 88     -       833.     (meters)    2733.     (feet)  SCALED    
 LH1086  ___________________________________________________________________
 LH1086  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 LH1086  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 LH1086
 LH1086  HORZ ORDER  -  FIRST
 LH1086
 LH1086.The horizontal coordinates were established by classical geodetic methods
 LH1086.and adjusted by the National Geodetic Survey in August 1997..
 LH1086
 LH1086.The orthometric height was scaled from a topographic map.
 LH1086
 LH1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1086
 LH1086.The geoid height was determined by GEOID03.
 LH1086
 LH1086;                    North         East     Units Scale Factor Converg.
 LH1086;SPC NE       -   126,761.254   508,966.037   MT  0.99970123   +0 04 14.2
 LH1086;UTM  14      - 4,536,366.471   424,831.401   MT  0.99966954   -0 35 09.2
 LH1086
 LH1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1086!SPC NE       -   0.99987296  x   0.99970123  =   0.99957422
 LH1086!UTM  14      -   0.99987296  x   0.99966954  =   0.99954254
 LH1086
 LH1086|---------------------------------------------------------------------|
 LH1086| PID    Reference Object                     Distance      Geod. Az  |
 LH1086|                                                           dddmmss.s |
 LH1086| CN9978 MAY RM 1                             24.346 METERS 12839     |
 LH1086| CN9977 MAY AZ MK                                          1661117.2 |
 LH1086| LH1087 SALT LAKE CITY OMAHA AWY BN 67      APPROX.11.5 KM 1993904.1 |
 LH1086| LH1080 COZAD DENVER ALFALFA MILL STK       APPROX.15.4 KM 2104037.6 |
 LH1086| LH1084 COZAD MUNICIPAL TANK                APPROX.15.2 KM 2113226.0 |
 LH1086| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX.23.0 KM 2551458.4 |
 LH1086| LJ0389 GOTHENBURG MUNICIPAL TANK           APPROX.22.8 KM 2593855.3 |
 LH1086| LJ0377 GERMAN PRECINCT CHRIST LUTH CH      APPROX.19.9 KM 2654933.6 |
 LH1086| LH1088 WALNUT GROVE METH CH SPIRE          APPROX. 8.5 KM 2702239.2 |
 LH1086| CN9979 MAY RM 2                             16.450 METERS 27402     |
 LH1086| MM0376 SALT LAKE CTY OMAHA AWY BCN 65      APPROX.39.7 KM 2783922.5 |
 LH1086|---------------------------------------------------------------------|
 LH1086
 LH1086                          SUPERSEDED SURVEY CONTROL
 LH1086
 LH1086  NAD 83(1986)-  40 58 30.01738(N)    099 53 36.39395(W) AD(       ) 1
 LH1086  NAD 27      -  40 58 29.99100(N)    099 53 34.97500(W) AD(       ) 1
 LH1086
 LH1086.Superseded values are not recommended for survey control.
 LH1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1086.See file dsdata.txt to determine how the superseded data were derived.
 LH1086
 LH1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2483136366(NAD 83)
 LH1086_MARKER: DS = TRIANGULATION STATION DISK
 LH1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1086
 LH1086  HISTORY     - Date     Condition        Report By
 LH1086  HISTORY     - 1934     MONUMENTED       CGS
 LH1086  HISTORY     - 1951     GOOD             CGS
 LH1086
 LH1086                          STATION DESCRIPTION
 LH1086
 LH1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1086'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC. 36, T. 12
 LH1086'N., R. 23 W., ABOUT 4.5 MILES EAST AND 8.0 MILES NORTH OF COZAD,
 LH1086'ON PROPERTY OWNED BY MAY BROTHERS. IT IS 8 FEET SOUTH OF FENCE,
 LH1086'AND PROJECTS 4 INCHES ABOVE GROUND.
 LH1086'
 LH1086'TO REACH FROM UNION PACIFIC RAILROAD DEPOT IN LEXINGTON, GO WEST
 LH1086'ON U.S. HIGHWAY 30 FOR 8.0 MILES, THENCE RIGHT (NORTH) 9.2
 LH1086'MILES, THENCE LEFT (WEST) 0.4 MILE, THENCE RIGHT (NORTH) 1.0
 LH1086'MILE TO TWO GATES.  PASS THROUGH LEFT GATE AND GO 0.25 MILE TO
 LH1086'WINDMILL, CONTINUE NORTH PAST WINDMILL 0.15 MILE.  TURN LEFT INTO
 LH1086'HOLLOW AND GO WEST UP SIDE OF RIDGE FOR 0.05 MILE TO TOP OF
 LH1086'RIDGE (AZIMUTH MARK ON LEFT, HERE).  FOLLOW RIDGE
 LH1086'NORTH-NORTHWEST FOR 0.75 MILE TO HIGHEST PART AND STATION,
 LH1086'NEAR FENCE AT EDGE OF CANYON.
 LH1086'
 LH1086'REFERENCE MARK NO. 1 IS 79.87 FEET (24.345 METERS) SOUTH-EAST BY
 LH1086'EAST OF STATION, 54 FEET SOUTH OF FENCE, AND PROJECTS 4 INCHES.
 LH1086'
 LH1086'REFERENCE MARK NO. 2 IS 53.97 FEET (16.446 METERS) WEST OF STATION,
 LH1086'2 FEET SOUTH OF FENCE, AND PROJECTS 6 INCHES.
 LH1086'
 LH1086'AZIMUTH MARK IS 0.6 MILE SOUTH-SOUTHEAST OF STATION, 0.15 MILE
 LH1086'NORTH-NORTHWEST OF WINDMILL, AND PROJECTS 6 INCHES ABOVE GROUND.
 LH1086'TO REACH FROM STATION, FOLLOW RIDGE SOUTH-SOUTHEAST FOR 0.75 MILE
 LH1086'TO MARK.  MARK IS APPROXIMATELY ON RANGE WITH STATION AND
 LH1086'WINDMILL.
 LH1086'
 LH1086'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 LH1086'DESCRIBED.
 LH1086'
 LH1086'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 LH1086
 LH1086                          STATION RECOVERY (1951)
 LH1086
 LH1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1086'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 LH1086'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LH1086'
 LH1086'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1086'
 LH1086'THE STATION IS LOCATED ABOUT 8.0 MILES NORTH OF COZAD IN THE NORTH
 LH1086'EDGE OF A PASTURE NEAR THE CENTER OF A PROMINENT NORTH-SOUTH RIDGE,
 LH1086'6 FEET SOUTH OF AN EAST-WEST FENCE LINE AND WITNESS POST.  IT IS
 LH1086'STAMPED MAY 1934 AND PROJECTS 12 INCHES.
 LH1086'
 LH1086'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE, 40 FEET SOUTH OF AN
 LH1086'EAST-WEST FENCE LINE.  IT IS STAMPED MAY NO 1 1934 AND PROJECTS 3
 LH1086'INCHES.
 LH1086'
 LH1086'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF PASTURE, 50 FEET
 LH1086'WEST OF A WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 LH1086'IT IS STAMPED MAY NO 2 1934 AND PROJECTS 5 INCHES.
 LH1086'
 LH1086'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 128.02 FEET.
 LH1086'
 LH1086'THE AZIMUTH MARK IS IN AN OPEN PASTURE ON A PROMINENT RIDGE, 2 FEET
 LH1086'NORTH OF A WITNESS POST.  IT IS STAMPED MAY AZI 1934 AND PROJECTS
 LH1086'4 INCHES.
 LH1086'
 LH1086'TO REACH THE STATION FROM THE RAILROAD STATION IS DARR, GO EAST
 LH1086'ON U.S. HIGHWAY 30 FOR 0.2 MILE TO A CROSSROAD, TURN LEFT AND GO
 LH1086'NORTH ON DIRT ROAD FOR 8.6 MILES TO A POINT WHERE ROAD CURVES WEST,
 LH1086'TURN LEFT AND GO WEST FOR 0.4 MILE TO A T ROAD RIGHT.  TURN RIGHT
 LH1086'AND GO NORTH ON TRACK ROAD FOR 1.0 MILE TO TWO GATES AND A CATTLE
 LH1086'GUARD IN EAST-WEST FENCE LINE, PASS THROUGH LEFT GATE AND GO
 LH1086'NORTH FOR 0.15 MILE, HERE TURN LEFT AND GO WEST PASSING TO
 LH1086'SOUTH OF WINDMILL FOR 0.1 MILE TO TOP OF RIDGE, TURN RIGHT AND
 LH1086'GO NORTH FOR 0.1 MILE TO AZIMUTH MARK, CONTINUE NORTH AND
 LH1086'NORTHWEST ALONG TOP OF RIDGE FOR 0.75 MILE TO EAST-WEST FENCE
 LH1086'LINE AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2106 ***********************************************************************
 MK2106  DESIGNATION -  MAYNARD
 MK2106  PID         -  MK2106
 MK2106  STATE/COUNTY-  NE/SAUNDERS
 MK2106  USGS QUAD   -  PRAGUE (1969)
 MK2106
 MK2106                         *CURRENT SURVEY CONTROL
 MK2106  ___________________________________________________________________
 MK2106* NAD 83(1995)-  41 21 40.53252(N)    096 46 31.22279(W)     ADJUSTED  
 MK2106* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 MK2106  ___________________________________________________________________
 MK2106  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 MK2106  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 MK2106
 MK2106  HORZ ORDER  -  SECOND
 MK2106
 MK2106.The horizontal coordinates were established by classical geodetic methods
 MK2106.and adjusted by the National Geodetic Survey in August 1997..
 MK2106
 MK2106.The orthometric height was scaled from a topographic map.
 MK2106
 MK2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2106
 MK2106.The geoid height was determined by GEOID03.
 MK2106
 MK2106;                    North         East     Units Scale Factor Converg.
 MK2106;SPC NE       -   174,667.909   769,666.844   MT  0.99966177   +2 08 13.1
 MK2106;UTM  14      - 4,581,249.293   686,078.065   MT  1.00002614   +1 28 13.8
 MK2106
 MK2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2106!SPC NE       -   0.99993512  x   0.99966177  =   0.99959691
 MK2106!UTM  14      -   0.99993512  x   1.00002614  =   0.99996126
 MK2106
 MK2106|---------------------------------------------------------------------|
 MK2106| PID    Reference Object                     Distance      Geod. Az  |
 MK2106|                                                           dddmmss.s |
 MK2106| CL7446 MAYNARD RM 2                         21.761 METERS 09200     |
 MK2106| CL7445 MAYNARD RM 1                         14.164 METERS 17840     |
 MK2106| MK2110 LINWOOD                             APPROX.11.8 KM 2871223.7 |
 MK2106|---------------------------------------------------------------------|
 MK2106
 MK2106                          SUPERSEDED SURVEY CONTROL
 MK2106
 MK2106  NAD 83(1986)-  41 21 40.54141(N)    096 46 31.22457(W) AD(       ) 2
 MK2106  NAD 27      -  41 21 40.52599(N)    096 46 30.11886(W) AD(       ) 2
 MK2106
 MK2106.Superseded values are not recommended for survey control.
 MK2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2106.See file dsdata.txt to determine how the superseded data were derived.
 MK2106
 MK2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8607881249(NAD 83)
 MK2106_MARKER: DD = SURVEY DISK
 MK2106_SETTING: 0 = UNSPECIFIED SETTING
 MK2106
 MK2106  HISTORY     - Date     Condition        Report By
 MK2106  HISTORY     - 1967     MONUMENTED       USGS
 MK2106
 MK2106                          STATION DESCRIPTION
 MK2106
 MK2106'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2106'THE STATION IS LOCATED ABOUT 7.0 MI N. AND 3.0 MI W. OF MALMO.
 MK2106'T. 16 N., R. 6 E., NEAR THE COR. SECS. 7, 8, 17 AND 18, 62 FT S.,
 MK2106'37 FT W. OF FIELD RD. E., 2 FT W. OF FENCE LINE, STAMPED ET
 MK2106'MAYNARD 1967.
 MK2106'
 MK2106'TO REACH THE STATION FROM THE POST OFFICE IN MALMO, GO S. ACROSS
 MK2106'RR. TRACKS, TURN RIGHT (W.) AND GO 0.9 MI TO T-RD. E., TURN RIGHT
 MK2106'(N.) AND GO 0.1 MI TO T-RD. W., TURN LEFT (W.) AND GO 2.0 MI TO
 MK2106'CROSSROADS, TURN RIGHT (N.) AND GO 6.95 MI TO STATION ON LEFT (W.)
 MK2106'
 MK2106'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED ON
 MK2106'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2106'12 IN. LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2106'
 MK2106'REFERENCE MARK 1 IS S. OF THE STATION, 109 FT S. AND 35 FT W. OF
 MK2106'CENTER OF FIELD RD. E., STAMPED MAYNARD NO 1 1967.
 MK2106'
 MK2106'REFERENCE MARK 2 IS E. OF THE STATION, 62 FT S., 34 FT E. OF
 MK2106'CENTER OF FIELD RD. E., STAMPED MAYNARD NO 2 1967.
 MK2106'
 MK2106'AZIMUTH MARK - NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0548 ***********************************************************************
 LJ0548  DESIGNATION -  MAYWOOD 2
 LJ0548  PID         -  LJ0548
 LJ0548  STATE/COUNTY-  NE/FRONTIER
 LJ0548  USGS QUAD   -  CURTIS NW (1981)
 LJ0548
 LJ0548                         *CURRENT SURVEY CONTROL
 LJ0548  ___________________________________________________________________
 LJ0548* NAD 83(1995)-  40 39 32.76693(N)    100 38 53.48902(W)     ADJUSTED  
 LJ0548* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 LJ0548  ___________________________________________________________________
 LJ0548  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 LJ0548  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 LJ0548
 LJ0548  HORZ ORDER  -  THIRD
 LJ0548
 LJ0548.The horizontal coordinates were established by classical geodetic methods
 LJ0548.and adjusted by the National Geodetic Survey in August 1997..
 LJ0548
 LJ0548.The orthometric height was scaled from a topographic map.
 LJ0548
 LJ0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0548
 LJ0548.The geoid height was determined by GEOID03.
 LJ0548
 LJ0548;                    North         East     Units Scale Factor Converg.
 LJ0548;SPC NE       -    91,889.658   445,197.576   MT  0.99976689   -0 25 46.4
 LJ0548;UTM  14      - 4,502,221.186   360,669.920   MT  0.99983895   -1 04 26.6
 LJ0548
 LJ0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0548!SPC NE       -   0.99986870  x   0.99976689  =   0.99963563
 LJ0548!UTM  14      -   0.99986870  x   0.99983895  =   0.99970768
 LJ0548
 LJ0548|---------------------------------------------------------------------|
 LJ0548| PID    Reference Object                     Distance      Geod. Az  |
 LJ0548|                                                           dddmmss.s |
 LJ0548| LJ0568 MAYWOOD 2 RM 6                        6.520 METERS 08806     |
 LJ0548| LJ0549 MAYWOOD 2 AZ MK                     APPROX. 0.6 KM 1112309.6 |
 LJ0548| LJ0476 MAYWOOD RESET                       276.058 METERS 18332     |
 LJ0548| LJ0569 MAYWOOD 2 RM 7                        7.209 METERS 35935     |
 LJ0548|---------------------------------------------------------------------|
 LJ0548
 LJ0548                          SUPERSEDED SURVEY CONTROL
 LJ0548
 LJ0548  NAD 83(1986)-  40 39 32.77204(N)    100 38 53.49547(W) AD(       ) 3
 LJ0548
 LJ0548.Superseded values are not recommended for survey control.
 LJ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0548.See file dsdata.txt to determine how the superseded data were derived.
 LJ0548
 LJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6067002221(NAD 83)
 LJ0548_MARKER: DH = HORIZONTAL CONTROL DISK
 LJ0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0548_SP_SET: CONCRETE POST
 LJ0548_STAMPING: MAYWOOD 2 1981
 LJ0548_MARK LOGO: NGS   
 LJ0548_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0548+STABILITY: SURFACE MOTION
 LJ0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0548+SATELLITE: SATELLITE OBSERVATIONS - 1981
 LJ0548
 LJ0548  HISTORY     - Date     Condition        Report By
 LJ0548  HISTORY     - 1981     MONUMENTED       NGS
 LJ0548
 LJ0548                          STATION DESCRIPTION
 LJ0548
 LJ0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LJ0548'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI) WEST FROM MAYWOOD, 0.4 KM
 LJ0548'(0.2 MI) SOUTHWEST FROM U.S. HIGHWAY 83 AND ON PROPERTY OWNED BY ELOF
 LJ0548'ANDERSON, STAR ROUTE, MAYWOOD, NEBRASKA 69038.  NO TELEPHONE WAS
 LJ0548'PROVIDED AT OWNERS REQUEST.
 LJ0548'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 23,
 LJ0548'ABOUT 1.6 KM (1.0 MI) WEST FROM MAYWOOD, GO WEST ON A GRAVELED ROAD
 LJ0548'FOR 0.64 KM (0.40 MI) TO A TRACK ROAD ON THE RIGHT AND A FIELD ROAD
 LJ0548'ON THE LEFT.  TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR 0.24 KM
 LJ0548'(0.15 MI) TO THE STATION ON THE RIGHT, AT A FENCE CORNER.
 LJ0548'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LJ0548'PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND.  THE UNDERGROUND MARK IS
 LJ0548'RECESSED 1.22 M (4.00 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE
 LJ0548'35.88 M (117.72 FT) WEST-NORTHWEST FROM OF THE WEST ONE OF A SET OF
 LJ0548'POWER POLES, 8.7 M (28.5 FT) EAST FROM THE CENTERLINE OF THE TRACK
 LJ0548'ROAD, 0.8 M (2.6 FT) SOUTH FROM THE FENCE CORNER AND 0.6 M (2.0 FT)
 LJ0548'NORTH FROM A WITNESS POST.  REBAR WAS PLACED NEXT TO THE SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0549 ***********************************************************************
 LJ0549  DESIGNATION -  MAYWOOD 2 AZ MK
 LJ0549  PID         -  LJ0549
 LJ0549  STATE/COUNTY-  NE/FRONTIER
 LJ0549  USGS QUAD   -  CURTIS NW (1981)
 LJ0549
 LJ0549                         *CURRENT SURVEY CONTROL
 LJ0549  ___________________________________________________________________
 LJ0549* NAD 83(1995)-  40 39 25.32318(N)    100 38 28.53258(W)     ADJUSTED  
 LJ0549* NAVD 88     -       864.     (meters)    2835.     (feet)  SCALED    
 LJ0549  ___________________________________________________________________
 LJ0549  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 LJ0549  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 LJ0549
 LJ0549  HORZ ORDER  -  THIRD
 LJ0549
 LJ0549.The horizontal coordinates were established by classical geodetic methods
 LJ0549.and adjusted by the National Geodetic Survey in August 1997..
 LJ0549
 LJ0549.The orthometric height was scaled from a topographic map.
 LJ0549
 LJ0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0549
 LJ0549.The geoid height was determined by GEOID03.
 LJ0549
 LJ0549;                    North         East     Units Scale Factor Converg.
 LJ0549;SPC NE       -    91,655.734   445,781.969   MT  0.99976742   -0 25 29.9
 LJ0549;UTM  14      - 4,501,980.685   361,251.686   MT  0.99983696   -1 04 10.2
 LJ0549
 LJ0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0549!SPC NE       -   0.99986812  x   0.99976742  =   0.99963557
 LJ0549!UTM  14      -   0.99986812  x   0.99983696  =   0.99970510
 LJ0549
 LJ0549                          SUPERSEDED SURVEY CONTROL
 LJ0549
 LJ0549  NAD 83(1986)-  40 39 25.32806(N)    100 38 28.53905(W) AD(       ) 3
 LJ0549
 LJ0549.Superseded values are not recommended for survey control.
 LJ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0549.See file dsdata.txt to determine how the superseded data were derived.
 LJ0549
 LJ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6125201981(NAD 83)
 LJ0549_MARKER: DZ = AZIMUTH MARK DISK
 LJ0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0549_SP_SET: CONCRETE POST
 LJ0549_STAMPING: MAYWOOD 2 1981
 LJ0549_MARK LOGO: NGS   
 LJ0549_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0549+STABILITY: SURFACE MOTION
 LJ0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0549+SATELLITE: SATELLITE OBSERVATIONS - 1981
 LJ0549
 LJ0549  HISTORY     - Date     Condition        Report By
 LJ0549  HISTORY     - 1981     MONUMENTED       NGS
 LJ0549
 LJ0549                          STATION DESCRIPTION
 LJ0549
 LJ0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LJ0549'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST FROM MAYWOOD AND AT
 LJ0549'THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 23, ON ROAD
 LJ0549'RIGHT-OF-WAY.
 LJ0549'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 LJ0549'0.04 M (0.13 FT) ABOVE THE GROUND.  IT IS 39.3 M (128.9 FT) NORTH
 LJ0549'FROM THE CENTERLINE OF STATE HIGHWAY 23, 41.5 M (136.2 FT) NORTHEAST
 LJ0549'FROM THE CENTERLINE OF U.S. HIGHWAY 83, 0.71 M (2.33 FT) WEST FROM A
 LJ0549'POWER POLE AND 0.46 M (1.51 FT) EAST FROM A WITNESS POST.  REBAR WAS
 LJ0549'PLACED NEXT TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0476 ***********************************************************************
 LJ0476  DESIGNATION -  MAYWOOD RESET
 LJ0476  PID         -  LJ0476
 LJ0476  STATE/COUNTY-  NE/FRONTIER
 LJ0476  USGS QUAD   -  CURTIS NW (1981)
 LJ0476
 LJ0476                         *CURRENT SURVEY CONTROL
 LJ0476  ___________________________________________________________________
 LJ0476* NAD 83(1995)-  40 39 23.83454(N)    100 38 54.21349(W)     ADJUSTED  
 LJ0476* NAVD 88     -       861.     (meters)    2825.     (feet)  SCALED    
 LJ0476  ___________________________________________________________________
 LJ0476  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LJ0476  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 LJ0476
 LJ0476  HORZ ORDER  -  THIRD
 LJ0476
 LJ0476.The horizontal coordinates were established by classical geodetic methods
 LJ0476.and adjusted by the National Geodetic Survey in August 1997..
 LJ0476
 LJ0476.The orthometric height was scaled from a topographic map.
 LJ0476
 LJ0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0476
 LJ0476.The geoid height was determined by GEOID03.
 LJ0476
 LJ0476;                    North         East     Units Scale Factor Converg.
 LJ0476;SPC NE       -    91,614.325   445,178.496   MT  0.99976752   -0 25 46.9
 LJ0476;UTM  14      - 4,501,946.065   360,647.743   MT  0.99983903   -1 04 26.9
 LJ0476
 LJ0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0476!SPC NE       -   0.99986852  x   0.99976752  =   0.99963607
 LJ0476!UTM  14      -   0.99986852  x   0.99983903  =   0.99970757
 LJ0476
 LJ0476|---------------------------------------------------------------------|
 LJ0476| PID    Reference Object                     Distance      Geod. Az  |
 LJ0476|                                                           dddmmss.s |
 LJ0476| LJ0548 MAYWOOD 2                           276.058 METERS 00332     |
 LJ0476| LJ0570 MAYWOOD AZ MK RESET                                0874919.8 |
 LJ0476| CN9980 MAYWOOD AZ MK                                      0883329.4 |
 LJ0476| LJ0572 MAYWOOD RM 5                         23.941 METERS 09154     |
 LJ0476| LJ0475 DENVER GRAND IS AWY BCN 23          APPROX. 9.1 KM 1695356.9 |
 LJ0476| LJ0571 MAYWOOD RM 4                          8.347 METERS 27015     |
 LJ0476| CN9981 MAYWOOD RM 1                          8.365 METERS 27111     |
 LJ0476| CN9982 MAYWOOD RM 2                         24.330 METERS 35615     |
 LJ0476|---------------------------------------------------------------------|
 LJ0476
 LJ0476                          SUPERSEDED SURVEY CONTROL
 LJ0476
 LJ0476  NAD 83(1986)-  40 39 23.83964(N)    100 38 54.22007(W) AD(       ) 3
 LJ0476  NAD 27      -  40 39 23.81205(N)    100 38 52.68209(W) AD(       ) 3
 LJ0476
 LJ0476.Superseded values are not recommended for survey control.
 LJ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0476.See file dsdata.txt to determine how the superseded data were derived.
 LJ0476
 LJ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6064801946(NAD 83)
 LJ0476_MARKER: DS = TRIANGULATION STATION DISK
 LJ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0476_SP_SET: CONCRETE POST
 LJ0476_STAMPING: MAYWOOD 1951
 LJ0476_MARK LOGO: CGS   
 LJ0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0476+STABILITY: SURFACE MOTION
 LJ0476
 LJ0476  HISTORY     - Date     Condition        Report By
 LJ0476  HISTORY     - 1951     MONUMENTED       CGS
 LJ0476  HISTORY     - 1956     GOOD             CGS
 LJ0476  HISTORY     - 1961     GOOD             CGS
 LJ0476  HISTORY     - 1961     GOOD             CGS
 LJ0476  HISTORY     - 1968     GOOD             CGS
 LJ0476  HISTORY     - 19810616 SEE DESCRIPTION  NGS
 LJ0476
 LJ0476                          STATION DESCRIPTION
 LJ0476
 LJ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0476'THE STATION IS LOCATED 1.4 MILES WEST OF MAYWOOD, 36 FEET SOUTH
 LJ0476'OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 20 FEET WEST OF
 LJ0476'THE CENTER OF A NORTH-SOUTH DIRT ROAD AND 9 FEET WEST OF A
 LJ0476'TRIANGLE BLAZED TELEPHONE POLE.  IT IS STAMPED MAYWOOD 1951
 LJ0476'AND PROJECTS 1 INCH.
 LJ0476'
 LJ0476'REFERENCE MARK NO. 1 IS 36 FEET SOUTH OF THE CENTER OF AN
 LJ0476'EAST-WEST GRAVELED ROAD.  IT IS STAMPED MAYWOOD NO 1 1951 AND
 LJ0476'IS SET FLUSH.
 LJ0476'
 LJ0476'REFERENCE MARK NO. 2 IS 43 FEET NORTH OF THE CENTER OF AN
 LJ0476'EAST-WEST GRAVELED ROAD AND 38 FEET WEST OF THE CENTER OF A
 LJ0476'NORTH-SOUTH DIRT ROAD.  IT IS STAMPED MAYWOOD NO 2 1951 AND IS
 LJ0476'SET FLUSH.
 LJ0476'
 LJ0476'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0476'NO. 2 IS 84.1 FEET.
 LJ0476'
 LJ0476'THE AZIMUTH MARK IS LOCATED 34 FEET NORTH OF THE CENTER OF
 LJ0476'AN EAST-WEST GRAVELED ROAD, 9 FEET WEST OF A POWER LINE POLE
 LJ0476'AND JUST SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED MAYWOOD
 LJ0476'1951 AND PROJECTS 1 INCH.
 LJ0476'
 LJ0476'TO REACH THE STATION FROM THE FARMERS STATE BANK IN MAYWOOD,
 LJ0476'GO WEST ON A GRAVELED ROAD FOR 1.05 MILES TO THE AZIMUTH
 LJ0476'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST FOR 0.35 MILE
 LJ0476'TO A CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE AS
 LJ0476'DESCRIBED.
 LJ0476
 LJ0476                          STATION RECOVERY (1956)
 LJ0476
 LJ0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 LJ0476'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LJ0476'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ON U.S. HIGHWAY
 LJ0476'83 WILL DESTROY THE AZIMUTH MARK.  IT WAS MOVED.  THE DESCRIPTION
 LJ0476'FOR THE STATION IS ADEQUATE.  A BRIEF DESCRIPTION OF THE RESET
 LJ0476'AZIMUTH MARK FOLLOWS.
 LJ0476'
 LJ0476'THE AZIMUTH MARK (RESET) IS 0.4 MILE EAST OF THE STATION, 170
 LJ0476'FEET EAST OF THE CENTER OF U.S. HIGHWAY 83, 50 YARDS SOUTHWEST
 LJ0476'OF ELOF ANDERSONS HOUSE, 70 FEET NORTH OF THE CENTER OF GRAVEL
 LJ0476'ROAD, 60 FEET WEST OF THE CENTER OF DRIVEWAY TO HOUSE, AND
 LJ0476'2 FEET NORTH OF POWER POLE.  THE MARK PROJECTS 1 INCH AND THE
 LJ0476'DISK IS STAMPED MAYWOOD 1951 RESET 1956.
 LJ0476
 LJ0476                          STATION RECOVERY (1961)
 LJ0476
 LJ0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LJ0476'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LJ0476'IN GOOD CONDITION EXCEPT THE STATION MARK WAS HAD ALL THE DIRT
 LJ0476'GRADED AWAY FROM IT AND REFERENCE MARK NO. 2 HAD BEEN DESTROYED.
 LJ0476'THE STATION MARK AND THE UNDERGROUND STATION MARK WERE LOWERED
 LJ0476'IN PLACE AND A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 LJ0476'COMPLETE DESCRIPTION FOLLOWS.
 LJ0476'
 LJ0476'STATION IS LOCATED ABOUT 1 AND 1/2 MILES WEST OF MAYWOOD AND ABOUT
 LJ0476'1/2 MILE WEST OF U.S. HIGHWAY 83 AT A CROSSROADS IN THE NORTHEAST
 LJ0476'CORNER OF SEC. 19, T 8 N, R 29 W, 36 FEET SOUTH OF THE CENTER
 LJ0476'OF AN EAST-WEST GRAVEL ROAD, 20 FEET WEST OF A NORTH-SOUTH DIRT
 LJ0476'ROAD, 7 FEET WEST OF A TRIANGLE BLAZED POLE, AND 1 FOOT WEST OF
 LJ0476'A NEW STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 LJ0476'DISK IS STAMPED MAYWOOD 1951.
 LJ0476'
 LJ0476'TO REACH THE STATION FROM THE FARMERS STATE BANK IN MAYWOOD, GO
 LJ0476'WEST ON A MACADAM ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE
 LJ0476'RIGHT AS DESCRIBED.  CONTINUE WEST FOR 0.05 MILE TO U.S. HIGHWAY
 LJ0476'83.  CROSS U.S. HIGHWAY 83 AND CONTINUE ON GRAVEL ROAD FOR 0.35
 LJ0476'MILE TO A DIRT CROSSROAD AND THE STATION AS DESCRIBED.
 LJ0476'
 LJ0476'REFERENCE MARK NO. 1 IS 27.51 FEET WEST OF THE STATION, AND
 LJ0476'36 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD.  THE MARK PROJECTS
 LJ0476'10 INCHES AND THE DISK IS STAMPED MAYWOOD NO 1 1951.
 LJ0476'
 LJ0476'REFERENCE MARK NO. 3 IS 78.44 FEET NORTH OF THE STATION, IN THE
 LJ0476'NORTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT, 43 FEET
 LJ0476'NORTH OF THE CENTER OF AN EAST-WEST GRAVEL ROAD, AND 18 FEET
 LJ0476'WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.  THE MARK IS
 LJ0476'SET IN A DRILLHOLE ON TOP OF CONCRETE HEADWALL, AND THE DISK
 LJ0476'IS STAMPED MAYWOOD NO 3 1951.
 LJ0476'
 LJ0476'THE AZIMUTH MARK (RESET) IS 0.4 MILE EAST OF THE STATION, 170
 LJ0476'FEET EAST OF THE CENTER OF U.S. HIGHWAY 83, 50 YARDS SOUTHWEST
 LJ0476'OF ELOF ANDERSONS HOUSE, 70 FEET NORTH OF THE CENTER OF
 LJ0476'HARD-SURFACE ROAD LEADING TO MAYWOOD (STATE HIGHWAY 23), 60 FEET
 LJ0476'WEST OF THE CENTER OF DRIVEWAY TO HOUSE, AND 2 FEET NORTH OF A
 LJ0476'POWER POLE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 LJ0476'MAYWOOD 1951 RESET 1956.
 LJ0476
 LJ0476                          STATION RECOVERY (1961)
 LJ0476
 LJ0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LJ0476'RECOVERED IN GOOD CONDITION.
 LJ0476
 LJ0476                          STATION RECOVERY (1968)
 LJ0476
 LJ0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0476'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 LJ0476'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DISPLACED AND
 LJ0476'REFERENCE MARK NO. 3 WHICH WAS SET IN A CONCRETE HEADWALL WAS
 LJ0476'DESTROYED.
 LJ0476'
 LJ0476'REFERENCE MARK NO. 4 AND REFERENCE MARK NO. 5 WERE SET.
 LJ0476'
 LJ0476'FOLLOWING IS A NEW DESCRIPTION.
 LJ0476'
 LJ0476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 LJ0476'STATE HIGHWAY 23 WHICH IS ABOUT 1 MILE WEST OF MAYWOOD, GO WEST
 LJ0476'ON A GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD AND THE STATION
 LJ0476'IN THE SOUTHWEST ANGLE.  (THE AZIMUTH MARK IS ABOUT 175 FEET
 LJ0476'NORTHEAST OF THE ABOVE JUNCTION.)
 LJ0476'
 LJ0476'STATION MARK, A STANDARD DISK STAMPED MAYWOOD 1951, IS SET
 LJ0476'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LJ0476'SURFACE OF THE GROUND.  IT IS 35 FEET SOUTH OF THE CENTER OF A
 LJ0476'GRAVELED ROAD, 26 FEET WEST OF THE CENTER OF A DIRT ROAD, 7 FEET
 LJ0476'WEST OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE, AND 1 FOOT
 LJ0476'WEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 LJ0476'INSPECTED.
 LJ0476'
 LJ0476'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MAYWOOD 1951 NO.
 LJ0476'4 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LJ0476'PROJECTS 6 INCHES.  IT IS 43.5 FEET WEST OF THE CENTER OF THE
 LJ0476'DIRT ROAD, 34 FEET WEST OF A TELEPHONE POLE, 34 FEET SOUTH OF
 LJ0476'THE CENTER OF THE GRAVELED ROAD, AND 4 FEET NORTH OF A FENCE.
 LJ0476'
 LJ0476'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED MAYWOOD 1951 NO. 5
 LJ0476'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LJ0476'6 INCHES.  IT IS 53 FEET EAST OF THE CENTER OF THE DIRT ROAD,
 LJ0476'38 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, AND 1.5 FEET
 LJ0476'WEST OF A TELEPHONE POLE.
 LJ0476'
 LJ0476'AZIMUTH MARK, A STANDARD DISK STAMPED MAYWOOD 1951 RESET 1956,
 LJ0476'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LJ0476'SURFACE OF THE GROUND.  IT IS 150 FEET SOUTHWEST OF MR. ELOF
 LJ0476'ANDERSONS HOUSE, 70 FEET NORTH OF THE CENTER OF STATE HIGHWAY 23,
 LJ0476'3 FEET NORTH-NORTHWEST OF A POWERLINE POLE, AND 1 FOOT WEST
 LJ0476'OF A METAL WITNESS POST.
 LJ0476'
 LJ0476'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2
 LJ0476'MILES WEST OF MAYWOOD.
 LJ0476
 LJ0476                          STATION RECOVERY (1981)
 LJ0476
 LJ0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LJ0476'THE SURFACE STATION MARK, RM 4 AND RM 5 WERE RECOVERED IN GOOD
 LJ0476'CONDITION.  THE AZIMUTH RESET WAS SEARCHED FOR BUT NOT FOUND.  DUE TO
 LJ0476'ROAD CONSTRUCTION, THE STATION MARKS AND REFERENCE MARKS WILL BE
 LJ0476'DESTROYED.  STATION MAYWOOD 2 AND ACCESORY MARKS HAVE BEEN
 LJ0476'ESTABLISHED.  SATISFACTORY CHECKS TO THE RMS WERE OBTAINED.
 LJ0476'A POLARIS OBSERVATION WAS MADE TO MAYWOOD 2 AZ MK.  FOR FURTHER
 LJ0476'DETAILS SEE THE DESCRIPTION TO MAYWOOD 2 AND THE ACCESORY MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0452 ***********************************************************************
 LJ0452  DESIGNATION -  MC COOK CATHOLIC CHURCH SPIRE
 LJ0452  PID         -  LJ0452
 LJ0452  STATE/COUNTY-  NE/RED WILLOW
 LJ0452  USGS QUAD   -  MC COOK EAST (1983)
 LJ0452
 LJ0452                         *CURRENT SURVEY CONTROL
 LJ0452  ___________________________________________________________________
 LJ0452* NAD 83(1995)-  40 12 10.02240(N)    100 37 17.17896(W)     ADJUSTED  
 LJ0452* NAVD 88     -                                                        
 LJ0452  ___________________________________________________________________
 LJ0452  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 LJ0452  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 LJ0452
 LJ0452  HORZ ORDER  -  THIRD
 LJ0452
 LJ0452.The horizontal coordinates were established by classical geodetic methods
 LJ0452.and adjusted by the National Geodetic Survey in August 1997..
 LJ0452
 LJ0452
 LJ0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0452
 LJ0452.The geoid height was determined by GEOID03.
 LJ0452
 LJ0452;                    North         East     Units Scale Factor Converg.
 LJ0452;SPC NE       -    41,211.817   447,095.251   MT  0.99991449   -0 24 42.6
 LJ0452;UTM  14      - 4,451,525.256   362,001.663   MT  0.99983443   -1 02 48.5
 LJ0452
 LJ0452                          SUPERSEDED SURVEY CONTROL
 LJ0452
 LJ0452  NAD 83(1986)-  40 12 10.02637(N)    100 37 17.18402(W) AD(       ) 4
 LJ0452  NAD 27      -  40 12 10.02000(N)    100 37 15.64000(W) AD(       ) 3
 LJ0452
 LJ0452.Superseded values are not recommended for survey control.
 LJ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0452.See file dsdata.txt to determine how the superseded data were derived.
 LJ0452
 LJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6200251525(NAD 83)
 LJ0452
 LJ0452  HISTORY     - Date     Condition        Report By
 LJ0452  HISTORY     - 1935     FIRST OBSERVED   CGS
 LJ0452
 LJ0452                          STATION DESCRIPTION
 LJ0452
 LJ0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0452'THIS RED-BRICK CHURCH IS LOCATED IN THE NORTHEAST ANGLE OF THE
 LJ0452'INTERSECTION OF THIRD STREET EAST AND F STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0451 ***********************************************************************
 LJ0451  DESIGNATION -  MC COOK CITY PARK STANDPIPE
 LJ0451  PID         -  LJ0451
 LJ0451  STATE/COUNTY-  NE/RED WILLOW
 LJ0451  USGS QUAD   -  MC COOK EAST (1983)
 LJ0451
 LJ0451                         *CURRENT SURVEY CONTROL
 LJ0451  ___________________________________________________________________
 LJ0451* NAD 83(1995)-  40 12 16.00183(N)    100 37 29.89227(W)     ADJUSTED  
 LJ0451* NAVD 88     -                                                        
 LJ0451  ___________________________________________________________________
 LJ0451  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 LJ0451  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 LJ0451
 LJ0451  HORZ ORDER  -  THIRD
 LJ0451
 LJ0451.The horizontal coordinates were established by classical geodetic methods
 LJ0451.and adjusted by the National Geodetic Survey in August 1997..
 LJ0451
 LJ0451
 LJ0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0451
 LJ0451.The geoid height was determined by GEOID03.
 LJ0451
 LJ0451;                    North         East     Units Scale Factor Converg.
 LJ0451;SPC NE       -    41,398.393   446,795.945   MT  0.99991384   -0 24 51.0
 LJ0451;UTM  14      - 4,451,715.122   361,704.467   MT  0.99983544   -1 02 56.8
 LJ0451
 LJ0451                          SUPERSEDED SURVEY CONTROL
 LJ0451
 LJ0451  NAD 83(1986)-  40 12 16.00584(N)    100 37 29.89729(W) AD(       ) 4
 LJ0451  NAD 27      -  40 12 15.99900(N)    100 37 28.34200(W) AD(       ) 3
 LJ0451
 LJ0451.Superseded values are not recommended for survey control.
 LJ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0451.See file dsdata.txt to determine how the superseded data were derived.
 LJ0451
 LJ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6170451715(NAD 83)
 LJ0451_MARKER: 52 = STANDPIPE TANK
 LJ0451
 LJ0451  HISTORY     - Date     Condition        Report By
 LJ0451  HISTORY     - 1935     FIRST OBSERVED   CGS
 LJ0451  HISTORY     - 1968     GOOD             CGS
 LJ0451
 LJ0451                          STATION DESCRIPTION
 LJ0451
 LJ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0451'THIS STANDPIPE IS IN THE NORTH SECTION OF THE CITY PARK OF THE
 LJ0451'BLOCK BOUNDED BY NORTH MAIN STREET, ON THE WEST, FIRST STREET
 LJ0451'EAST, ON THE EAST, AND H AND G STREETS, ON THE NORTH AND SOUTH,
 LJ0451'RESPECTIVELY.  IT WAS ERECTED IN 1885.  IT IS SILVER COLORED.
 LJ0451
 LJ0451                          STATION RECOVERY (1968)
 LJ0451
 LJ0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0451'THE STATION IS LOCATED AT THE NORTHEAST SIDE OF MC COOK,
 LJ0451'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF FIRST STREET
 LJ0451'EAST AND EAST H STREET, IS A STEEL STRUCTURE PAINTED SILVER
 LJ0451'AND HAS AN OVERALL HEIGHT OF ABOUT 65 FEET.  THE POINT OBSERVED IS
 LJ0451'THE TOP CENTER OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0453 ***********************************************************************
 LJ0453  DESIGNATION -  MC COOK MUNICIPAL TANK
 LJ0453  PID         -  LJ0453
 LJ0453  STATE/COUNTY-  NE/RED WILLOW
 LJ0453  USGS QUAD   -  MC COOK EAST (1983)
 LJ0453
 LJ0453                         *CURRENT SURVEY CONTROL
 LJ0453  ___________________________________________________________________
 LJ0453* NAD 83(1995)-  40 12 26.34408(N)    100 37 08.90820(W)     ADJUSTED  
 LJ0453* NAVD 88     -                                                        
 LJ0453  ___________________________________________________________________
 LJ0453  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 LJ0453  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 LJ0453
 LJ0453  HORZ ORDER  -  THIRD
 LJ0453
 LJ0453.The horizontal coordinates were established by classical geodetic methods
 LJ0453.and adjusted by the National Geodetic Survey in August 1997..
 LJ0453
 LJ0453
 LJ0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0453
 LJ0453.The geoid height was determined by GEOID03.
 LJ0453
 LJ0453;                    North         East     Units Scale Factor Converg.
 LJ0453;SPC NE       -    41,713.784   447,294.439   MT  0.99991272   -0 24 37.1
 LJ0453;UTM  14      - 4,452,024.944   362,206.386   MT  0.99983373   -1 02 43.5
 LJ0453
 LJ0453                          SUPERSEDED SURVEY CONTROL
 LJ0453
 LJ0453  NAD 83(1986)-  40 12 26.34808(N)    100 37 08.91329(W) AD(       ) 4
 LJ0453  NAD 27      -  40 12 26.32013(N)    100 37 07.36466(W) AD(       ) 3
 LJ0453
 LJ0453.Superseded values are not recommended for survey control.
 LJ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0453.See file dsdata.txt to determine how the superseded data were derived.
 LJ0453
 LJ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6220652025(NAD 83)
 LJ0453_MARKER: 53 = ELEVATED TANK
 LJ0453
 LJ0453  HISTORY     - Date     Condition        Report By
 LJ0453  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0453  HISTORY     - 1967     GOOD             CGS
 LJ0453  HISTORY     - 1968     GOOD             CGS
 LJ0453  HISTORY     - 1976     GOOD             NGS
 LJ0453
 LJ0453                          STATION DESCRIPTION
 LJ0453
 LJ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0453'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF MC COOK
 LJ0453'BETWEEN 4TH EAST AND 5TH EAST STREETS.  IT IS A LARGE FLAT-BOTTOMED,
 LJ0453'DOME SHAPED TANK SUPPORTED BY 10 TUBULAR STEEL LEGS WITH
 LJ0453'DIAGONAL BRACING AND HAS AN OVER-ALL HEIGHT OF 105.0 FEET.
 LJ0453'
 LJ0453'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TANK
 LJ0453'PROPER.
 LJ0453
 LJ0453                          STATION RECOVERY (1967)
 LJ0453
 LJ0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 LJ0453'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LJ0453'CONDITION.
 LJ0453'
 LJ0453'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION
 LJ0453'IS LOCATED NEAR THE NORTHEAST CORNER OF MC COOK BETWEEN 4TH
 LJ0453'STREET EAST AND 5TH STREET EAST.
 LJ0453
 LJ0453                          STATION RECOVERY (1968)
 LJ0453
 LJ0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0453'THIS INTERSECTION STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED
 LJ0453'AND IN GOOD CONDITION.  IT IS IN THE SOUTHWEST ANGLE OF EAST
 LJ0453'5TH STREET AND EAST K STREET AT THE NORTHEAST SIDE OF MC COOK.
 LJ0453
 LJ0453                          STATION RECOVERY (1976)
 LJ0453
 LJ0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 LJ0453'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LJ0453'
 LJ0453'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NE CORNER OF
 LJ0453'MCCOOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0446 ***********************************************************************
 LJ0446  DESIGNATION -  MC COOK ST AIRFIELD WATER TWR
 LJ0446  PID         -  LJ0446
 LJ0446  STATE/COUNTY-  NE/RED WILLOW
 LJ0446  USGS QUAD   -  RED WILLOW DAM (1970)
 LJ0446
 LJ0446                         *CURRENT SURVEY CONTROL
 LJ0446  ___________________________________________________________________
 LJ0446* NAD 83(1995)-  40 18 31.68753(N)    100 42 38.61221(W)     ADJUSTED  
 LJ0446* NAVD 88     -                                                        
 LJ0446  ___________________________________________________________________
 LJ0446  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 LJ0446  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 LJ0446
 LJ0446  HORZ ORDER  -  THIRD
 LJ0446
 LJ0446.The horizontal coordinates were established by classical geodetic methods
 LJ0446.and adjusted by the National Geodetic Survey in August 1997..
 LJ0446
 LJ0446
 LJ0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0446
 LJ0446.The geoid height was determined by GEOID03.
 LJ0446
 LJ0446;                    North         East     Units Scale Factor Converg.
 LJ0446;SPC NE       -    53,040.937   439,590.928   MT  0.99987465   -0 28 15.6
 LJ0446;UTM  14      - 4,463,436.307   354,629.329   MT  0.99986014   -1 06 24.7
 LJ0446
 LJ0446                          SUPERSEDED SURVEY CONTROL
 LJ0446
 LJ0446  NAD 83(1986)-  40 18 31.69176(N)    100 42 38.61788(W) AD(       ) 4
 LJ0446  NAD 27      -  40 18 31.67065(N)    100 42 37.05810(W) AD(       ) 3
 LJ0446
 LJ0446.Superseded values are not recommended for survey control.
 LJ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0446.See file dsdata.txt to determine how the superseded data were derived.
 LJ0446
 LJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5462963436(NAD 83)
 LJ0446_MARKER: 54 = WATER TOWER
 LJ0446
 LJ0446  HISTORY     - Date     Condition        Report By
 LJ0446  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0446  HISTORY     - 1958     GOOD             CGS
 LJ0446  HISTORY     - 1968     GOOD             CGS
 LJ0446
 LJ0446                          STATION DESCRIPTION
 LJ0446
 LJ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0446'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHEAST OF CULBERTSON
 LJ0446'AND 8.5 MILES NORTHWEST OF MC COOK AT THE NORTHWEST CORNER OF
 LJ0446'THE MC COOK STATE AIRFIELD AIRBASE ON STATE OWNED PROPERTY.
 LJ0446'IT IS A CYLINDRICAL RE-ENFORCED CONCRETE STRUCTURE 24.0 FEET
 LJ0446'IN DIAMETER WITH THE TOP 25.0 FEET PAINTED IN RED AND WHITE
 LJ0446'CHECKS AND HAS AN OVERALL HEIGHT OF 110.0 FEET.
 LJ0446'
 LJ0446'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE WATER
 LJ0446'TOWER.
 LJ0446'
 LJ0446'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 LJ0446'NO. 6 AND 34 AND U.S. HIGHWAY NO. 83 AT THE WEST EDGE OF MC COOK,
 LJ0446'GO NORTH ON U.S. HIGHWAY NO. 83 FOR 6.0 MILES TO A T ROAD
 LJ0446'LEFT, TURN LEFT AND GO WEST, NORTH AND WEST FOR 4.0 MILES
 LJ0446'TO THE WEST ENTRANCE OF THE MC COOK STATE AIRFIELD AND THE
 LJ0446'STATION IN THE NORTHWEST CORNER OF THE AREA AS DESCRIBED.
 LJ0446
 LJ0446                          STATION RECOVERY (1958)
 LJ0446
 LJ0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 LJ0446'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LJ0446'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 LJ0446
 LJ0446                          STATION RECOVERY (1968)
 LJ0446
 LJ0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0446'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 LJ0446'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0458 ***********************************************************************
 LJ0458  DESIGNATION -  MC COOK STATE POLICE RAD MAST
 LJ0458  PID         -  LJ0458
 LJ0458  STATE/COUNTY-  NE/RED WILLOW
 LJ0458  USGS QUAD   -  MC COOK WEST (1983)
 LJ0458
 LJ0458                         *CURRENT SURVEY CONTROL
 LJ0458  ___________________________________________________________________
 LJ0458* NAD 83(1995)-  40 12 45.88933(N)    100 39 32.55444(W)     ADJUSTED  
 LJ0458* NAVD 88     -                                                        
 LJ0458  ___________________________________________________________________
 LJ0458  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 LJ0458  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 LJ0458
 LJ0458  HORZ ORDER  -  THIRD
 LJ0458
 LJ0458.The horizontal coordinates were established by classical geodetic methods
 LJ0458.and adjusted by the National Geodetic Survey in August 1997..
 LJ0458
 LJ0458
 LJ0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0458
 LJ0458.The geoid height was determined by GEOID03.
 LJ0458
 LJ0458;                    North         East     Units Scale Factor Converg.
 LJ0458;SPC NE       -    42,341.676   443,902.388   MT  0.99991060   -0 26 12.3
 LJ0458;UTM  14      - 4,452,690.333   358,821.744   MT  0.99984536   -1 04 16.7
 LJ0458
 LJ0458                          SUPERSEDED SURVEY CONTROL
 LJ0458
 LJ0458  NAD 83(1986)-  40 12 45.89317(N)    100 39 32.55961(W) AD(       ) 4
 LJ0458  NAD 27      -  40 12 45.88460(N)    100 39 31.00514(W) AD(       ) 3
 LJ0458
 LJ0458.Superseded values are not recommended for survey control.
 LJ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0458.See file dsdata.txt to determine how the superseded data were derived.
 LJ0458
 LJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5882252690(NAD 83)
 LJ0458_MARKER: 42 = RADIO/TV MAST
 LJ0458
 LJ0458  HISTORY     - Date     Condition        Report By
 LJ0458  HISTORY     - 1951     FIRST OBSERVED   CGS
 LJ0458  HISTORY     - 1967     GOOD             CGS
 LJ0458  HISTORY     - 1968     GOOD             CGS
 LJ0458  HISTORY     - 1979     GOOD             NGS
 LJ0458
 LJ0458                          STATION DESCRIPTION
 LJ0458
 LJ0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0458'THE STATION IS LOCATED ABOUT 0.8 MILE NORTHWEST OF THE NORTHWEST
 LJ0458'CORNER OF MC COOK.  IT IS A SELF SUPPORTING STEEL TRUSS STRUCTURE
 LJ0458'PAINTED ALTERNATELY RED AND WHITE, HAS A RED FLASHING LIGHT AT
 LJ0458'THE TOP OF THE MAST AND AN OVER-ALL HEIGHT OF 300.0 FEET.
 LJ0458'
 LJ0458'THE POINT OBSERVED UPON WAS THE RED FLASHER AT THE TOP OF THE
 LJ0458'MAST.
 LJ0458'
 LJ0458'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 6
 LJ0458'AND 34 AND U.S. HIGHWAY NO. 83 AT THE WEST EDGE OF MC COOK,
 LJ0458'GO NORTH ON U.S. HIGHWAY NO. 83 FOR 1.1 MILE TO A CROSSROAD,
 LJ0458'TURN LEFT AND GO WEST ON A GRADED ROAD FOR 0.4 MILE TO A
 LJ0458'DRIVEWAY ON THE LEFT AND THE MAST AS DESCRIBED.
 LJ0458
 LJ0458                          STATION RECOVERY (1967)
 LJ0458
 LJ0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 LJ0458'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LJ0458'CONDITION.
 LJ0458'
 LJ0458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION
 LJ0458'IS LOCATED ABOUT 0.8 MILE NORTHWEST OF THE NORTHWEST CORNER OF
 LJ0458'MC COOK.
 LJ0458
 LJ0458                          STATION RECOVERY (1968)
 LJ0458
 LJ0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0458'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  OLD
 LJ0458'1951 DESCRIPTION ADEQUATE FOR RECOVERY.
 LJ0458
 LJ0458                          STATION RECOVERY (1979)
 LJ0458
 LJ0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RPD)
 LJ0458'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LJ0458'
 LJ0458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILES NW OF NW
 LJ0458'CORNER OF MCCOOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1173 ***********************************************************************
 ML1173  DESIGNATION -  MCCANDLESS
 ML1173  PID         -  ML1173
 ML1173  STATE/COUNTY-  NE/CUSTER
 ML1173  USGS QUAD   -  ANSELMO SW (1951)
 ML1173
 ML1173                         *CURRENT SURVEY CONTROL
 ML1173  ___________________________________________________________________
 ML1173* NAD 83(1995)-  41 30 29.75066(N)    099 59 53.20285(W)     ADJUSTED  
 ML1173* NAVD 88     -       931.     (meters)    3054.     (feet)  SCALED    
 ML1173  ___________________________________________________________________
 ML1173  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 ML1173  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 ML1173
 ML1173  HORZ ORDER  -  FIRST
 ML1173
 ML1173.The horizontal coordinates were established by classical geodetic methods
 ML1173.and adjusted by the National Geodetic Survey in August 1997..
 ML1173
 ML1173.The orthometric height was scaled from a topographic map.
 ML1173
 ML1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1173
 ML1173.The geoid height was determined by GEOID03.
 ML1173
 ML1173;                    North         East     Units Scale Factor Converg.
 ML1173;SPC NE       -   185,959.582   500,157.575   MT  0.99965860   +0 00 04.5
 ML1173;UTM  14      - 4,595,662.538   416,704.886   MT  0.99968538   -0 39 41.5
 ML1173
 ML1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1173!SPC NE       -   0.99985744  x   0.99965860  =   0.99951609
 ML1173!UTM  14      -   0.99985744  x   0.99968538  =   0.99954286
 ML1173
 ML1173|---------------------------------------------------------------------|
 ML1173| PID    Reference Object                     Distance      Geod. Az  |
 ML1173|                                                           dddmmss.s |
 ML1173| CN9985 MCCANDLESS RM 2                     179.052 METERS 00311     |
 ML1173| CN9984 MCCANDLESS RM 1                      67.590 METERS 08127     |
 ML1173| CN9983 MCCANDLESS AZ MK                                   1885334.3 |
 ML1173| MM0366 ANSELMO LARGE CUPOLA                APPROX. 7.3 KM 2450434.2 |
 ML1173| MM0365 ANSELMO SMALL CUPOLA                APPROX. 7.4 KM 2453808.1 |
 ML1173|---------------------------------------------------------------------|
 ML1173
 ML1173                          SUPERSEDED SURVEY CONTROL
 ML1173
 ML1173  NAD 83(1986)-  41 30 29.75774(N)    099 59 53.20939(W) AD(       ) 1
 ML1173  NAD 27      -  41 30 29.74800(N)    099 59 51.75200(W) AD(       ) 1
 ML1173
 ML1173.Superseded values are not recommended for survey control.
 ML1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1173.See file dsdata.txt to determine how the superseded data were derived.
 ML1173
 ML1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1670595663(NAD 83)
 ML1173_MARKER: DS = TRIANGULATION STATION DISK
 ML1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1173_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ML1173
 ML1173  HISTORY     - Date     Condition        Report By
 ML1173  HISTORY     - 1934     MONUMENTED       CGS
 ML1173  HISTORY     - 1972     MARK NOT FOUND   USGS
 ML1173
 ML1173                          STATION DESCRIPTION
 ML1173
 ML1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 ML1173'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC. 29, T. 18
 ML1173'N., R. 23 W., ABOUT 0.1 MILE SOUTH OF NORTH LINE AND 0.1 MILE
 ML1173'EAST OF WEST LINE, 550 FEET EAST OF CENTERLINE OF NORTH-AND-SOUTH
 ML1173'DIRT ROAD, 630 FEET SOUTH OF POINT OF TANGENCY OF CURVE.  MARK
 ML1173'IS 1 FOOT UNDERGROUND.
 ML1173'
 ML1173'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND
 ML1173'2 JUST SOUTHWEST OF MERNA, NEBRASKA, GO WEST ON STATE HIGHWAY
 ML1173'16 FOR 12 MILES TO CROSS ROAD AND SECTION CORNER.  TURN RIGHT
 ML1173'(NORTH) AND GO 1.9 MILES TO HOME OF MR. MC CANDLESS, OPPOSITE
 ML1173'ENTRANCE TO HOUSE TURN RIGHT (EAST) AND GO 0.1 MILE ON ROAD
 ML1173'TO TOP OF KNOLL AND STATION ON RIGHT.  STATION IS 18 FEET SOUTH
 ML1173'OF CENTERLINE OF THIS ROAD.
 ML1173'
 ML1173'REFERENCE MARK NO. 1 IS EAST OF STATION IN NORTHWEST QUARTER
 ML1173'OF SEC. 29, T. 18 N., R. 23 W., 10 FEET SOUTHWEST OF EDGE OF
 ML1173'RAVINE RUNNING NORTHEAST AND SOUTHWEST, AND PROJECTS 8 INCHES
 ML1173'ABOVE GROUND.
 ML1173'
 ML1173'REFERENCE MARK NO. 2 IS NORTH OF STATION IN NORTHWEST QUARTER
 ML1173'OF SEC. 29, T. 18 N., R. 23 W., 50 FEET SOUTH OF POINT OF
 ML1173'TANGENCY OF CURVE IN ROAD, AND PROJECTS 4 INCHES ABOVE GROUND.
 ML1173'
 ML1173'AZIMUTH MARK IS 0.7 MILE SOUTH IN FENCE CORNER.  TWO FEET NORTH
 ML1173'OF EAST-WEST FENCE LINE AND 1 FOOT EAST OF NORTH-SOUTH FENCE,
 ML1173'28 FEET EAST OF NORTH-SOUTH DIRT ROAD.  TO REACH AZIMUTH FROM
 ML1173'STATION, GO WEST 0.1 MILE TO ROAD, TURN LEFT (SOUTH) AND GO
 ML1173'0.65 MILE TO AZIMUTH ON LEFT IN FENCE CORNER.
 ML1173'
 ML1173'HEIGHT OF LIGHT ABOVE STATION - 29 METERS.
 ML1173
 ML1173                          STATION RECOVERY (1972)
 ML1173
 ML1173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JCM)
 ML1173'AZ MARK FOUND IN GOOD CONDITION.
 ML1173'
 ML1173'ALL OTHER MARKS NOT FOUND.  FIELD IS NOW UNDER CULTIVATION
 ML1173'AND MARKS MAY HAVE BEEN DESTROYED, HOWEVER SINCE THE MARK WAS
 ML1173'ORIGINALLY DESCRIBED AS 1 FT UNDER GROUND IT MAY STILL BE THERE
 ML1173'AND NOT FOUND.  ROAD MENTIONED IN TO REACH DESCRIPTION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0674 ***********************************************************************
 NN0674  DESIGNATION -  MCCLURE
 NN0674  PID         -  NN0674
 NN0674  STATE/COUNTY-  NE/HOLT
 NN0674  USGS QUAD   -  GOOSE LAKE NE (1986)
 NN0674
 NN0674                         *CURRENT SURVEY CONTROL
 NN0674  ___________________________________________________________________
 NN0674* NAD 83(1995)-  42 12 04.53976(N)    098 33 17.33646(W)     ADJUSTED  
 NN0674* NAVD 88     -       643.9    (meters)    2113.     (feet)  VERTCON   
 NN0674  ___________________________________________________________________
 NN0674  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 NN0674  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 NN0674
 NN0674  HORZ ORDER  -  FIRST
 NN0674
 NN0674.The horizontal coordinates were established by classical geodetic methods
 NN0674.and adjusted by the National Geodetic Survey in August 1997..
 NN0674
 NN0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0674
 NN0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0674
 NN0674.The geoid height was determined by GEOID03.
 NN0674
 NN0674;                    North         East     Units Scale Factor Converg.
 NN0674;SPC NE       -   263,903.945   619,319.066   MT  0.99973222   +0 57 27.8
 NN0674;UTM  14      - 4,672,218.315   536,752.737   MT  0.99961662   +0 17 56.6
 NN0674
 NN0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0674!SPC NE       -   0.99990281  x   0.99973222  =   0.99963505
 NN0674!UTM  14      -   0.99990281  x   0.99961662  =   0.99951946
 NN0674
 NN0674|---------------------------------------------------------------------|
 NN0674| PID    Reference Object                     Distance      Geod. Az  |
 NN0674|                                                           dddmmss.s |
 NN0674| CO4035 MCCLURE RM 1                         34.406 METERS 06805     |
 NN0674| CO4034 MCCLURE AZ MK                                      1494402.7 |
 NN0674| CO4036 MCCLURE RM 2                        113.956 METERS 17134     |
 NN0674|---------------------------------------------------------------------|
 NN0674
 NN0674                          SUPERSEDED SURVEY CONTROL
 NN0674
 NN0674  NAD 83(1986)-  42 12 04.54371(N)    098 33 17.34250(W) AD(       ) 1
 NN0674  NAD 27      -  42 12 04.52500(N)    098 33 16.04800(W) AD(       ) 1
 NN0674  NGVD 29 (07/19/86)  643.7    (m)         2112.     (f) VERT ANG       
 NN0674
 NN0674.Superseded values are not recommended for survey control.
 NN0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0674.See file dsdata.txt to determine how the superseded data were derived.
 NN0674
 NN0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM3675372218(NAD 83)
 NN0674_MARKER: V = STONE MONUMENT
 NN0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0674
 NN0674  HISTORY     - Date     Condition        Report By
 NN0674  HISTORY     - 1900     MONUMENTED       CGS
 NN0674  HISTORY     - 1935     MARK NOT FOUND   CGS
 NN0674  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NN0674  HISTORY     - 1949     GOOD             CGS
 NN0674
 NN0674                          STATION DESCRIPTION
 NN0674
 NN0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 NN0674'THIS STATION IS NEAR THE SOUTH END OF A SHORT RANGE OF SAND
 NN0674'HILLS IN THE NE. 1/4 SEC. 26, T. 26 N., R. 11 W., ABOUT 15
 NN0674'FEET SOUTHEAST OF AND ABOUT 1 FOOT LOWER THAN THE HIGHEST
 NN0674'POINT OF THE HILL ON WHICH IT STANDS.  IT IS 4 MILES SOUTH
 NN0674'AND 11 MILES WEST OF EWING, AND ABOUT 1.7 MILES NORTHEAST OF THE
 NN0674'PRESENT SITE OF THE LITTLE POST-OFFICE.  BEARINGS TO CERTAIN
 NN0674'POINTS ARE--TO THE SOUTHEAST CORNER OF SECTION 26, S 02 DEG 17 MIN E.
 NN0674'TO THE CHIMNEY OF J.H. WILSONS HOUSE, NOW THE
 NN0674'LITTLE POST-OFFICE, S 69 DEG 11 MIN W.  TO THE STANDPIPE AT O
 NN0674'NEILL, WHICH IS VISIBLE ONLY WHEN THE REFRACTION IS ABNORMALLY
 NN0674'LARGE, N 14 DEG 53 MIN W.  THE SURFACE MARK IS A MARBLE
 NN0674'POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED
 NN0674'WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO V-SHAPED
 NN0674'GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN
 NN0674'ITS TOP.  THE UNDERGROUND MARK IS AN EARTHENWARE CROCK,
 NN0674'BURIED ABOUT 3 FEET BELOW THE SURFACE, WITH BOTTOM UPWARD
 NN0674'AND WITH A SMALL DRILL HOLE IN THE BOTTOM.
 NN0674
 NN0674                          STATION RECOVERY (1935)
 NN0674
 NN0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0674'ABOUT 11 MILES WEST AND 4 MILES SOUTH OF EWING AND ABOUT 10
 NN0674'MILES EAST OF CHAMBERS, IN SE. 1/4 SEC. 26, T. 26 N., R. 11
 NN0674'W., IN A SHALLOW SAUCER-LIKE BLOW-OUT AT THE CREST OF THE
 NN0674'HIGHEST KNOLL OF A SMALL RANGE OF SAND HILLS, ABOUT 30 YARDS
 NN0674'WEST OF SECTION-LINE FENCE, AND 15 FEET SOUTHEAST OF THE
 NN0674'HIGHEST PART OF THE KNOLL, ON LAND OCCUPIED BY W.H. BRIGGS
 NN0674'WHO LIVES IN SECTION 36.
 NN0674'
 NN0674'THE SURFACE MARK, A MARBLE POST, WAS NOT RECOVERED.  THE TOP
 NN0674'OF THE SAND HILL HAS BEEN BLOWN AWAY.  EVIDENTLY THE POST
 NN0674'WAS EXPOSED AND HAS BEEN CARRIED AWAY.  NO TRACE OF IT COULD
 NN0674'BE FOUND BY INQUIRING OF RESIDENTS OF THE DISTRICT.  THE
 NN0674'UNDERGROUND MARK, A STONE MILK CROCK, WAS RECOVERED AND FOUND
 NN0674'TO BE IN GOOD CONDITION.  IT IS ABOUT 1 FOOT BELOW THE SURFACE
 NN0674'OF THE GROUND.
 NN0674'
 NN0674'TO REACH FROM EWING GO WEST ABOUT 12-1/2 MILES ON COUNTY
 NN0674'HIGHWAY 316 TO THE JUNCTION WITH THE ROAD LEADING TO INMAN,
 NN0674'THEN SOUTH 3 MILES AND WEST 1/2 MILE TO THE BRIGGS HOUSE,
 NN0674'GO ON ANGLING TRAIL TO THE NORTHWEST CORNER OF SECTION 36,
 NN0674'AND THEN NORTH ABOUT 1/4 MILE TO THE STATION SITE.
 NN0674
 NN0674                          STATION RECOVERY (1935)
 NN0674
 NN0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 NN0674'STATION RECOVERED.  SURFACE MARK DESTROYED.  THE UNDERGROUND
 NN0674'MARK WAS RECOVERED IN GOOD CONDITION ABOUT 1 FOOT UNDERGROUND.
 NN0674'
 NN0674'THE STATION WAS RE-MARKED IN 1935 AS FOLLOWS--THE ORIGINAL
 NN0674'UNDERGROUND MARK, A MILK CROCK, 10 INCHES IN DIAMETER AT
 NN0674'BOTTOM AND 6 INCHES IN DIAMETER AT TOP WAS LEFT IN AN INVERTED
 NN0674'POSITION 3.5 FEET UNDERGROUND.  OVER THIS WAS PLACED A LAYER OF
 NN0674'BOARDS AND SAND ABOUT 4 INCHES THICK, THEN A CONCRETE PIER
 NN0674'WITH STANDARD STATION TABLET IN IT WAS PLUMBED OVER THE
 NN0674'UNDERGROUND MARK AND WAS SET WITH TOP ABOUT 27 INCHES BELOW
 NN0674'GROUND SURFACE.  OVER THIS WAS PLACED A LAYER OF SAND 3 INCHES
 NN0674'THICK, THEN A CONCRETE PIER 16- BY 16- BY 12 INCHES, WITH
 NN0674'STANDARD STATION TABLET SET IN IT, WAS SET WITH TOP ABOUT
 NN0674'12 INCHES BELOW GROUND SURFACE.  IT IS THOUGHT THAT THE
 NN0674'BOWL, IN WHICH STATION IS LOCATED, WILL GRADUALLY FILL UP
 NN0674'AROUND THE STATION, AS PARTS OF THE OLD STATION TOWER PLACED
 NN0674'OVER STATION SITE WILL START A FILL.  A COMPLETE DESCRIPTION
 NN0674'FOLLOWS.
 NN0674'
 NN0674'ABOUT 10 MILES EAST OF CHAMBERS, 4 MILES SOUTH AND 11 MILES
 NN0674'WEST OF EWING, ABOUT 1.7 MILES NORTHEAST OF THE SITE OF THE
 NN0674'ABANDONED LITTLE POST OFFICE.  IN THE NORTHEAST QUARTER OF
 NN0674'SECTION 26, T. 26 N., R. 11 W., ABOUT 1/2 MILE SOUTHWEST OF
 NN0674'THE BUILDINGS ON THE W.H. BRIGGS RANCH, ABOUT 30 YARDS WEST
 NN0674'OF A SECTION-LINE FENCE, ON THE HIGHEST SAND HILL IN THE
 NN0674'VICINITY, IN A SHALLOW SAUCER-LIKE BLOW-OUT AT THE CREST OF
 NN0674'THE HIGHEST KNOLL OF A SMALL RANGE OF SANDHILLS, 15 FEET
 NN0674'SOUTHEAST OF THE HIGHEST PART OF THE KNOLL.
 NN0674'
 NN0674'TO REACH FROM EWING, GO WEST ABOUT 12-1/2 MILES ON COUNTY
 NN0674'HIGHWAY 316 TO THE JUNCTION WITH A ROAD LEADING TO INMAN, THENCE
 NN0674'SOUTH 3 MILES AND WEST 1/2 MILE TO THE BRIGGS RANCH, THEN WEST AND
 NN0674'NORTHWEST ACROSS THE PASTURE FOR ABOUT 1/2 MILE TO THE STATION.
 NN0674'
 NN0674'TO REACH FROM O NEILL, GO SOUTH ON U.S. HIGHWAY 281 FOR 19
 NN0674'MILES TO A CROSSROADS BEARING SIGN TO CHAMBERS, TURN EAST ON
 NN0674'COUNTY DIRT ROAD AND GO FOR 5.5 MILES TO A LANE, THEN TURN
 NN0674'NORTH AND GO 0.6 MILE TO BRIGGS RANCH HOUSE.
 NN0674'
 NN0674'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NN0674'DISKS STAMPED WITH NAME AND DATE, SET IN CONCRETE.
 NN0674'
 NN0674'REFERENCE MARK NO. 1 IS 34.120 METERS (111.96 FEET) FROM THE
 NN0674'STATION, N 67 DEG 54 MIN E, IN THE SECTION-LINE
 NN0674'FENCE ABOUT 10 FEET LOWER (IN ELEVATION) THAN THE STATION, AND
 NN0674'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 NN0674'
 NN0674'REFERENCE MARK NO. 2 IS ON THE SOUTH SIDE OF THE FIRST HILL
 NN0674'SOUTH OF THE STATION, 118.95 METERS (373.87 FEET) DISTANT,
 NN0674'S 08 DEG 37 MIN E, AND SET FLUSH WITH GROUND.
 NN0674'
 NN0674'AZIMUTH FROM STATION TO CHIMNEY OF LITTLE POST OFFICE (1900)
 NN0674'IS S 69 DEG 11 MIN W.  THE STANDPIPE IN THE TOWN OF O NEILL REFERRED
 NN0674'TO IN THE PREVIOUS DESCRIPTION AS BEING VISIBLE WHEN REFRACTION
 NN0674'IS ABNORMALLY LARGE AND IN AZIMUTH (TRUE) 165 DEG 07 MIN
 NN0674'21 SEC, MAY BE VISIBLE FROM THE GROUND AT THE STATION.  THE
 NN0674'BEARING AND DISTANCE FROM REFERENCE MARK NO. 2 TO REFERENCE
 NN0674'MARK NO. 1 IS N 06 DEG 35 MIN E, 126.30 METERS (COMPUTED).
 NN0674'
 NN0674'THE HOUSE REFERRED TO AS LITTLE POST-OFFICE WAS THE HOME OF
 NN0674'MR. J.H. WILSON BUT THE NAME OF THE PRESENT OCCUPANT IS NOT
 NN0674'KNOWN.
 NN0674
 NN0674                          STATION RECOVERY (1949)
 NN0674
 NN0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0674'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 NN0674'WERE RECOVERED AND ARE IN GOOD CONDITION.
 NN0674'
 NN0674'THE DISTANCE TO REFERENCE MARK NO. 1 WAS IN ERROR AND THE
 NN0674'DISTANCE IN METERS TO REFERENCE MARK NO. 2 WAS IN ERROR.  AN
 NN0674'AZIMUTH MARK WAS ESTABLISHED.
 NN0674'
 NN0674'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NN0674'
 NN0674'THE STATION IS LOCATED ABOUT 15.0 MILES WEST-SOUTHWEST OF EWING,
 NN0674'10.0 MILES EAST OF CHAMBERS, 1.0 MILE NORTHWEST OF THE BRIGGS
 NN0674'RANCH HOUSE, AND 0.2 MILE NORTH-NORTHWEST OF THE NORTHWEST CORNER
 NN0674'OF SECTION 36.  IT IS ON LAND OWNED BY MRS. BRIGGS AND OCCUPIED
 NN0674'BY MR. STONEBREAKER.  IT IS STAMPED MC CLURE 1900 AND SET 12
 NN0674'INCHES BELOW THE SURFACE OF THE GROUND.
 NN0674'
 NN0674'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION IN THE
 NN0674'EAST SECTION LINE OF SECTION 26.  (UNFENCED) IT IS STAMPED
 NN0674'MC CLURE NO 1 1900 AND PROJECTS 2 INCHES.
 NN0674'
 NN0674'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION ON
 NN0674'THE SOUTH SIDE OF THE FIRST HILL SOUTH OF THE STATION.  IT
 NN0674'IS STAMPED MC CLURE NO 2 1900 AND SET FLUSH WITH THE SURFACE
 NN0674'OF THE GROUND.
 NN0674'
 NN0674'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, 50 FEET EAST OF
 NN0674'SOUTH END OF GATE IN NORTH-SOUTH FENCE LINE, 30 FEET WEST OF
 NN0674'T-FENCE INTERSECTION, 2 FEET WEST OF WITNESS POST, AND 1 FOOT
 NN0674'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED MC CLURE 1949 AND
 NN0674'SET FLUSH WITH THE SURFACE OF THE GROUND.
 NN0674'
 NN0674'TO REACH THE STATION FROM THE POST OFFICE IN CHAMBERS, GO
 NN0674'EAST ON STATE HIGHWAY 95 FOR 5.0 MILES TO JUNCTION WITH
 NN0674'U.S. HIGHWAY 281, TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 281
 NN0674'FOR 2.0 MILES TO CROSSROADS, TURN LEFT AND GO EAST FOR 3.0
 NN0674'MILES TO CROSSROADS WITH CEMETERY IN SOUTHEAST ANGLE, CONTINUE
 NN0674'EAST FOR 2.6 MILES TO DRIVEWAY ON THE LEFT AND WIRE GATE ON THE
 NN0674'RIGHT, TURN LEFT AND GO NORTH-NORTHEAST ACROSS MEADOW FOR
 NN0674'0.6 MILE TO THE BRIGGS RANCH HOUSE, TURN RIGHT THROUGH BOARD
 NN0674'GATE INTO CORRAL AND FOLLOW SOUTH SIDE OF CORRAL FOR 0.05
 NN0674'MILE TO GATE AND AZIMUTH MARK ON THE RIGHT AS DESCRIBED, PASS
 NN0674'THROUGH GATE INTO LARGE PASTURE AND TURN SHARP LEFT
 NN0674'FOLLOWING TRACK ROAD NORTH-NORTHWEST FOR 1.0 MILE TO WIRE
 NN0674'GATE IN NORTHWEST CORNER OF SECTION 36, PASS THROUGH GATE AND GO
 NN0674'NORTH-NORTHWEST FOR 0.25 MILE TO HIGHEST POINT OF SANDY HILL
 NN0674'AND STATION IN THE CENTER OF SAUCER-LIKE BLOWOUT.
 NN0674'
 NN0674'OBSERVATIONS MADE FROM A 37 FOOT TOWER.
 NN0674'
 NN0674'A 47 FOOT SIGNAL AT STATION DELOIT 1900 IS VISIBLE AT 4 FEET.
 NN0674'
 NN0674'AN 87 FOOT SIGNAL AT STATION HOERLE IS VISIBLE AT 4 FEET.
 NN0674'
 NN0674'A 4 FOOT SIGNAL AT STATION BUFFALO 1900 IS VISIBLE AT 4 FEET.
 NN0674'
 NN0674'AN 87 FOOT SIGNAL AT STATION BLISS IS VISIBLE AT 4 FEET.
 NN0674'
 NN0674'A 47 FOOT SIGNAL AT STATION DUMAS IS VISIBLE AT 4 FEET.
 NN0674'
 NN0674'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0463 ***********************************************************************
 LJ0463  DESIGNATION -  MCCOOK
 LJ0463  PID         -  LJ0463
 LJ0463  STATE/COUNTY-  NE/RED WILLOW
 LJ0463  USGS QUAD   -  MC COOK WEST (1983)
 LJ0463
 LJ0463                         *CURRENT SURVEY CONTROL
 LJ0463  ___________________________________________________________________
 LJ0463* NAD 83(1995)-  40 12 39.29761(N)    100 37 59.93489(W)     ADJUSTED  
 LJ0463* NAVD 88     -       800.079  (meters)    2624.93   (feet)  ADJUSTED  
 LJ0463  ___________________________________________________________________
 LJ0463  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 LJ0463  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 LJ0463  DYNAMIC HT  -         799.549 (meters)    2623.19  (feet)  COMP
 LJ0463  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 LJ0463
 LJ0463  HORZ ORDER  -  SECOND
 LJ0463  VERT ORDER  -  SECOND    CLASS I
 LJ0463
 LJ0463.The horizontal coordinates were established by classical geodetic methods
 LJ0463.and adjusted by the National Geodetic Survey in August 1997..
 LJ0463
 LJ0463.The orthometric height was determined by differential leveling
 LJ0463.and adjusted by the National Geodetic Survey in July 2002..
 LJ0463
 LJ0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0463
 LJ0463.The geoid height was determined by GEOID03.
 LJ0463
 LJ0463.The dynamic height is computed by dividing the NAVD 88
 LJ0463.geopotential number by the normal gravity value computed on the
 LJ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0463.degrees latitude (g = 980.6199 gals.).
 LJ0463
 LJ0463.The modeled gravity was interpolated from observed gravity values.
 LJ0463
 LJ0463;                    North         East     Units Scale Factor Converg.
 LJ0463;SPC NE       -    42,122.017   446,090.792   MT  0.99991131   -0 25 10.9
 LJ0463;UTM  14      - 4,452,446.461   361,007.428   MT  0.99983782   -1 03 16.7
 LJ0463
 LJ0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0463!SPC NE       -   0.99987826  x   0.99991131  =   0.99978958
 LJ0463!UTM  14      -   0.99987826  x   0.99983782  =   0.99971610
 LJ0463
 LJ0463|---------------------------------------------------------------------|
 LJ0463| PID    Reference Object                     Distance      Geod. Az  |
 LJ0463|                                                           dddmmss.s |
 LJ0463| AI3451 MCCOOK RM 3                          28.191 METERS 09737     |
 LJ0463| CN9986 MCCOOK RM 1                          28.200 METERS 09738     |
 LJ0463| LJ0452 MC COOK CATHOLIC CHURCH SPIRE       APPROX. 1.4 KM 1314543.2 |
 LJ0463| LJ0451 MC COOK CITY PARK STANDPIPE         APPROX. 1.0 KM 1351915.7 |
 LJ0463| LJ0450 MC COOK CBQ RR CONC STK             APPROX. 1.9 KM 1584432.2 |
 LJ0463| CN9987 MCCOOK RM 2                          32.949 METERS 26639     |
 LJ0463| LJ0458 MC COOK STATE POLICE RAD MAST       APPROX. 2.2 KM 2751842.8 |
 LJ0463| AI3452 MCCOOK AZ MK                                       2880536.3 |
 LJ0463|---------------------------------------------------------------------|
 LJ0463
 LJ0463                          SUPERSEDED SURVEY CONTROL
 LJ0463
 LJ0463  NAD 83(1986)-  40 12 39.30200(N)    100 37 59.94053(W) AD(       ) 2
 LJ0463  NAD 27      -  40 12 39.29800(N)    100 37 58.39000(W) AD(       ) 2
 LJ0463
 LJ0463.Superseded values are not recommended for survey control.
 LJ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0463.See file dsdata.txt to determine how the superseded data were derived.
 LJ0463
 LJ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6100752446(NAD 83)
 LJ0463_MARKER: DS = TRIANGULATION STATION DISK
 LJ0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0463_STAMPING: MCCOOK 1935
 LJ0463_MARK LOGO: CGS   
 LJ0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0463+STABILITY: SURFACE MOTION
 LJ0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LJ0463+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 LJ0463
 LJ0463  HISTORY     - Date     Condition        Report By
 LJ0463  HISTORY     - 1935     MONUMENTED       CGS
 LJ0463  HISTORY     - 1950     GOOD             CGS
 LJ0463  HISTORY     - 1968     GOOD             CGS
 LJ0463  HISTORY     - 19991103 GOOD             NGS
 LJ0463
 LJ0463                          STATION DESCRIPTION
 LJ0463
 LJ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0463'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE CITY OF
 LJ0463'MC COOK, NEBRASKA, ON THE HIGHEST HILL IN THE CITY.  IT IS ON
 LJ0463'THE SOUTH SIDE OF THE COUNTY FAIRGROUNDS.
 LJ0463'
 LJ0463'THE STATION MARK LIES 11.2 FEET NORTH OF AN EAST-WEST (WOVEN
 LJ0463'WIRE) FENCE, WHICH IS THE NORTH BOUNDARY OF THE BLOCK IN WHICH
 LJ0463'THE NEW CITY STANDPIPE IS SITUATED, 293.6 FEET NORTH-NORTHWEST
 LJ0463'OF A MANHOLE IN THE NORTH SIDE OF THE NEW CITY STANDPIPE, AND
 LJ0463'224.2 FEET WEST OF A LONE SOUTHEAST FENCE CORNER.  IT IS 12
 LJ0463'INCHES UNDERGROUND.
 LJ0463'
 LJ0463'REFERENCE MARK NO. 1 LIES EAST OF THE STATION, 1
 LJ0463'FOOT NORTH OF THE ABOVE-MENTIONED EAST-WEST FENCE LINE, AND
 LJ0463'131.7 FEET WEST OF THE LONE SOUTHEAST FENCE CORNER.  IT PROJECTS
 LJ0463'8 INCHES.
 LJ0463'
 LJ0463'REFERENCE MARK NO. 2 LIES WEST OF THE STATION, 1
 LJ0463'FOOT NORTH OF THE EAST-WEST FENCE, AND 30 FEET WEST OF THE
 LJ0463'CENTER POST OF A FENCE T-INTERSECTION STEM SOUTH (STEM IS THE
 LJ0463'WEST BOUNDARY OF THE STANDPIPE BLOCK).  IT PROJECTS 6 INCHES.
 LJ0463'
 LJ0463'THE AZIMUTH MARK LIES WEST-NORTHWEST OF THE
 LJ0463'STATION, 32 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 183,
 LJ0463'AND 6 INCHES SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 6 FEET
 LJ0463'EAST-NORTHEAST OF A TELEPHONE POLE, 120 FEET EAST-NORTHEAST
 LJ0463'OF A CURVE MARKER ON THE NORTH SIDE OF THE HIGHWAY.  IT PROJECTS
 LJ0463'6 INCHES.
 LJ0463'
 LJ0463'THE STATION MAY BE REACHED BY DRIVING NORTH ON MAIN STREET IN
 LJ0463'MC COOK, NEBRASKA, TO M STREET, THEN WEST TO 5TH STREET EAST.
 LJ0463'THE NEW CITY STANDPIPE IS LOCATED ON THE NORTH SIDE OF M STREET,
 LJ0463'AT THE CORNER OF 5TH STREET EAST AND M STREET WEST.  THE STATION
 LJ0463'IS NORTH-NORTHWEST OF THE LARGE SILVER STANDPIPE.
 LJ0463'
 LJ0463'A 20-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LJ0463
 LJ0463                          STATION RECOVERY (1950)
 LJ0463
 LJ0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CFO)
 LJ0463'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED, AND
 LJ0463'FOUND AS DESCRIBED, STATION MARK AND REFERENCE MARK NO. 2 ARE
 LJ0463'IN GOOD CONDITION, THE DISK HAS BEEN REMOVED FROM THE MARK OF
 LJ0463'REFERENCE MARK NO. 1, OTHERWISE THE MARK IS IN GOOD CONDITION,
 LJ0463'THE DISTANCE FROM THE REFERENCE MARKS TO THE STATION IS IN
 LJ0463'METERS INSTEAD OF FEET AS STATED, A SEARCH WAS MADE FOR THE
 LJ0463'AZIMUTH MARK, AND IT WAS NOT LOCATED.
 LJ0463
 LJ0463                          STATION RECOVERY (1968)
 LJ0463
 LJ0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0463'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 LJ0463'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 LJ0463'WAS FOUND WITH THE DISK GONE FROM THE CONCRETE POST.
 LJ0463'
 LJ0463'REFERENCE MARK NO. 3 WAS SET.
 LJ0463'
 LJ0463'FOLLOWING IS A NEW DESCRIPTION.
 LJ0463'
 LJ0463'LOCATED ABOUT 0.05 MILE NORTH-NORTHWEST ON THE INTERSECTION
 LJ0463'OF WEST FIFTH STREET AND WEST M STREET AT THE NORTHWEST SIDE
 LJ0463'OF MC COOK, AND NEAR THE SOUTHEAST SIDE OF THE COUNTY FAIRGROUNDS.
 LJ0463'
 LJ0463'STATION MARK, A STANDARD DISK STAMPED MC COOK 1935, IS SET
 LJ0463'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 12 INCHES BELOW
 LJ0463'THE SURFACE OF THE GROUND.  IT IS 80.5 FEET EAST-NORTHEAST OF A
 LJ0463'T-FENCE CORNER, AND 11.5 FEET NORTH OF A METAL WITNESS POST SET
 LJ0463'IN AN EAST-WEST FENCE WHICH IS IN THE BOUNDARY OF THE BLOCK IN
 LJ0463'WHICH THE OLD CITY STANDPIPE IS SITUATED.  THE UNDERGROUND
 LJ0463'STATION MARK WAS NOT INSPECTED.
 LJ0463'
 LJ0463'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MC COOK NO. 2
 LJ0463'1935, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LJ0463'4 INCHES.  IT IS 28 FEET WEST OF A T-FENCE CORNER, AND 1 FOOT
 LJ0463'NORTH OF THE SOUTH FAIRGROUNDS FENCE.
 LJ0463'
 LJ0463'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MC COOK 1935 NO. 3
 LJ0463'1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LJ0463'4 INCHES.  IT IS 131 FEET WEST OF A CORNER FENCE POST AND
 LJ0463'1 FOOT NORTH OF A FENCE.
 LJ0463'
 LJ0463'AZIMUTH MARK, A STANDARD DISK STAMPED MC COOK AZIMUTH 1935,
 LJ0463'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LJ0463'2 INCHES.  IT IS 0.1 MILE EAST OF U.S. HIGHWAY 83, 36 FEET
 LJ0463'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE IRRIGATION
 LJ0463'LOCK, 26.5 FEET NORTH OF THE CENTER OF WEST Q STREET, AND 1 FOOT
 LJ0463'SOUTH OF A METAL WITNESS POST.
 LJ0463'
 LJ0463'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON WEST
 LJ0463'FIFTH STREET FOR 0.15 MILE TO A T-INTERSECTION.  TURN LEFT AND
 LJ0463'GO WEST ON WEST Q STREET FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 LJ0463'
 LJ0463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MC COOK.
 LJ0463
 LJ0463                          STATION RECOVERY (1999)
 LJ0463
 LJ0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LJ0463'IN MCCOOK, AT 1312 WEST 5TH STREET, 70.3 M (230.6 FT) WEST OF THE
 LJ0463'STREET CENTER, 28.1 M (92.2 FT) WEST OF REFERENCE MARK 3, 12.5 M (41.0
 LJ0463'FT) NORTH OF THE NORTHWEST CORNER OF THE SENIOR CITIZENS CENTER AT
 LJ0463'1312 WEST 5TH STREET, 1.2 M (3.9 FT) NORTH OF A PINE TREE, 0.3 M (1.0
 LJ0463'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.4 M (1.3
 LJ0463'FT) BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 LJ0463'BY THE MCCOOK SENIOR SERVICES, 1312 WEST 5TH STREET, MCCOOK, NE 69001,
 LJ0463'TELEPHONE NUMBER (308) 345-1760.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3452 ***********************************************************************
 AI3452  DESIGNATION -  MCCOOK AZ MK
 AI3452  PID         -  AI3452
 AI3452  STATE/COUNTY-  NE/RED WILLOW
 AI3452  USGS QUAD   -  MC COOK WEST (1983)
 AI3452
 AI3452                         *CURRENT SURVEY CONTROL
 AI3452  ___________________________________________________________________
 AI3452* NAD 83(1986)-  40 12 52.     (N)    100 38 53.     (W)     SCALED    
 AI3452* NAVD 88     -       806.734  (meters)    2646.76   (feet)  ADJUSTED  
 AI3452  ___________________________________________________________________
 AI3452  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AI3452  DYNAMIC HT  -         806.198 (meters)    2645.00  (feet)  COMP
 AI3452  MODELED GRAV-     979,934.0   (mgal)                       NAVD 88
 AI3452
 AI3452  VERT ORDER  -  SECOND    CLASS I
 AI3452
 AI3452.The horizontal coordinates were scaled from a topographic map and have
 AI3452.an estimated accuracy of +/- 6 seconds.
 AI3452
 AI3452.The orthometric height was determined by differential leveling
 AI3452.and adjusted by the National Geodetic Survey in July 2002..
 AI3452
 AI3452.The geoid height was determined by GEOID03.
 AI3452
 AI3452.The dynamic height is computed by dividing the NAVD 88
 AI3452.geopotential number by the normal gravity value computed on the
 AI3452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3452.degrees latitude (g = 980.6199 gals.).
 AI3452
 AI3452.The modeled gravity was interpolated from observed gravity values.
 AI3452
 AI3452;                    North         East    Units  Estimated Accuracy
 AI3452;SPC NE       -    42,520.      444,840.      MT  (+/- 180 meters Scaled)
 AI3452
 AI3452                          SUPERSEDED SURVEY CONTROL
 AI3452
 AI3452.No superseded survey control is available for this station.
 AI3452
 AI3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK597528(NAD 83)
 AI3452_MARKER: DZ = AZIMUTH MARK DISK
 AI3452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3452_STAMPING: MCCOOK AZIMUTH 1935
 AI3452_MARK LOGO: CGS   
 AI3452_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3452+STABILITY: SURFACE MOTION
 AI3452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3452+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 AI3452
 AI3452  HISTORY     - Date     Condition        Report By
 AI3452  HISTORY     - 1935     MONUMENTED       CGS
 AI3452  HISTORY     - 19991103 GOOD             NGS
 AI3452
 AI3452                          STATION DESCRIPTION
 AI3452
 AI3452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3452'1.8 KM (1.10 MI) NORTHERLY ALONG U.S.  HIGHWAY 83 FROM THE EAST
 AI3452'JUNCTION OF U.S.  HIGHWAY 34 IN MCCOOK, THENCE 0.2 KM (0.10 MI)
 AI3452'EASTERLY ALONG WEST Q STREET, 9.6 M (31.5 FT) NORTH OF THE STREET
 AI3452'CENTERLINE, 8.1 M (26.6 FT) EAST OF THE SOUTHEAST CORNER OF THE
 AI3452'CASE-INTERNATIONAL PARKING LOT, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AI3452'POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET, AND THE MONUMENT
 AI3452'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 AI3452'IS ON CITY STREET RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH9090 ***********************************************************************
 AH9090  HT_MOD      -  This is a Height Modernization Survey Station.
 AH9090  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH9090  DESIGNATION -  MCCOOK CORS ARP
 AH9090  CORS_ID     -  RWDN
 AH9090  PID         -  AH9090
 AH9090  STATE/COUNTY-  NE/RED WILLOW
 AH9090  USGS QUAD   -  MC COOK SW (1957)
 AH9090
 AH9090                         *CURRENT SURVEY CONTROL
 AH9090  ___________________________________________________________________
 AH9090* NAD 83(CORS)-  40 05 12.09964(N)    100 39 12.49455(W)     ADJUSTED  
 AH9090* NAVD 88     -       800.10   (meters)    2625.0    (feet)  GPS OBS   
 AH9090  ___________________________________________________________________
 AH9090  EPOCH DATE  -        2002.00
 AH9090  X           -    -903,472.769 (meters)                     COMP
 AH9090  Y           -  -4,802,870.299 (meters)                     COMP
 AH9090  Z           -   4,085,854.653 (meters)                     COMP
 AH9090  ELLIP HEIGHT-         776.01  (meters)          (03/??/02) GPS OBS
 AH9090  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AH9090
 AH9090  HORZ ORDER  -  SPECIAL (CORS)
 AH9090  ELLP ORDER  -  SPECIAL (CORS)
 AH9090
 AH9090.ITRF positions are available for this station.
 AH9090.The coordinates were established by GPS observations
 AH9090.and adjusted by the National Geodetic Survey in March 2002..
 AH9090.The coordinates are valid at the epoch date displayed above.
 AH9090.The epoch date for horizontal control is a decimal equivalence
 AH9090.of Year/Month/Day.
 AH9090
 AH9090.The orthometric height was determined by GPS observations and a
 AH9090.high-resolution geoid model using precise GPS observation and
 AH9090.processing techniques.
 AH9090
 AH9090.The PID for the CORS L1 Phase Center is AJ7961.
 AH9090
 AH9090.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH9090
 AH9090.The ellipsoidal height was determined by GPS observations
 AH9090.and is referenced to NAD 83.
 AH9090
 AH9090.The geoid height was determined by GEOID03.
 AH9090
 AH9090;                    North         East     Units Scale Factor Converg.
 AH9090;SPC NE       -    28,342.796   444,270.901   MT  0.99996195   -0 25 59.0
 AH9090
 AH9090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9090!SPC NE       -   0.99987828  x   0.99996195  =   0.99984023
 AH9090
 AH9090                          SUPERSEDED SURVEY CONTROL
 AH9090
 AH9090  NAD 83(CORS)-  40 05 12.09947(N)    100 39 12.49456(W) AD(1997.00) c
 AH9090  ELLIP H (07/??/00)  776.00   (m)                       GP(1997.00) c c
 AH9090  NAD 83(CORS)-  40 05 12.10231(N)    100 39 12.49469(W) AD(1997.00) c
 AH9090  ELLIP H (05/??/99)  776.04   (m)                       GP(1997.00) c c
 AH9090
 AH9090.Superseded values are not recommended for survey control.
 AH9090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9090.See file dsdata.txt to determine how the superseded data were derived.
 AH9090
 AH9090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5903638690(NAD 83)
 AH9090_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH9090
 AH9090                          STATION DESCRIPTION
 AH9090
 AH9090'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AH9090'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH9090'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH9090'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH9090'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH9090'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7961 ***********************************************************************
 AJ7961  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7961  DESIGNATION -  MCCOOK CORS L1 PHASE CENTER
 AJ7961  CORS_ID     -  RWDN
 AJ7961  PID         -  AJ7961
 AJ7961  STATE/COUNTY-  NE/RED WILLOW
 AJ7961  USGS QUAD   -  MC COOK SW (1957)
 AJ7961
 AJ7961                         *CURRENT SURVEY CONTROL
 AJ7961  ___________________________________________________________________
 AJ7961* NAD 83(CORS)-  40 05 12.09963(N)    100 39 12.49450(W)     ADJUSTED  
 AJ7961* NAVD 88     -                                                        
 AJ7961  ___________________________________________________________________
 AJ7961  EPOCH DATE  -        2002.00
 AJ7961  X           -    -903,472.778 (meters)                     COMP
 AJ7961  Y           -  -4,802,870.352 (meters)                     COMP
 AJ7961  Z           -   4,085,854.698 (meters)                     COMP
 AJ7961  ELLIP HEIGHT-         776.08  (meters)          (03/??/02) GPS OBS
 AJ7961  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AJ7961
 AJ7961  HORZ ORDER  -  SPECIAL (CORS)
 AJ7961  ELLP ORDER  -  SPECIAL (CORS)
 AJ7961
 AJ7961.ITRF positions are available for this station.
 AJ7961.The coordinates were established by GPS observations
 AJ7961.and adjusted by the National Geodetic Survey in March 2002..
 AJ7961.The coordinates are valid at the epoch date displayed above.
 AJ7961.The epoch date for horizontal control is a decimal equivalence
 AJ7961.of Year/Month/Day.
 AJ7961
 AJ7961
 AJ7961.The PID for the CORS ARP is AH9090.
 AJ7961
 AJ7961.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7961
 AJ7961.The ellipsoidal height was determined by GPS observations
 AJ7961.and is referenced to NAD 83.
 AJ7961
 AJ7961.The geoid height was determined by GEOID03.
 AJ7961
 AJ7961;                    North         East     Units Scale Factor Converg.
 AJ7961;SPC NE       -    28,342.796   444,270.903   MT  0.99996195   -0 25 59.0
 AJ7961
 AJ7961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7961!SPC NE       -   0.99987827  x   0.99996195  =   0.99984022
 AJ7961
 AJ7961                          SUPERSEDED SURVEY CONTROL
 AJ7961
 AJ7961  NAD 83(CORS)-  40 05 12.09946(N)    100 39 12.49451(W) AD(1997.00) c
 AJ7961  ELLIP H (07/??/00)  776.07   (m)                       GP(1997.00) c c
 AJ7961  NAD 83(CORS)-  40 05 12.10230(N)    100 39 12.49464(W) AD(1997.00) c
 AJ7961  ELLIP H (05/??/99)  776.11   (m)                       GP(1997.00) c c
 AJ7961
 AJ7961.Superseded values are not recommended for survey control.
 AJ7961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7961.See file dsdata.txt to determine how the superseded data were derived.
 AJ7961
 AJ7961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5903638690(NAD 83)
 AJ7961_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7961
 AJ7961                          STATION DESCRIPTION
 AJ7961
 AJ7961'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7961'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7961'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7961'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7961'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7961'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3451 ***********************************************************************
 AI3451  DESIGNATION -  MCCOOK RM 3
 AI3451  PID         -  AI3451
 AI3451  STATE/COUNTY-  NE/RED WILLOW
 AI3451  USGS QUAD   -  MC COOK WEST (1983)
 AI3451
 AI3451                         *CURRENT SURVEY CONTROL
 AI3451  ___________________________________________________________________
 AI3451* NAD 83(1986)-  40 12 39.     (N)    100 37 59.     (W)     SCALED    
 AI3451* NAVD 88     -       800.124  (meters)    2625.07   (feet)  ADJUSTED  
 AI3451  ___________________________________________________________________
 AI3451  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AI3451  DYNAMIC HT  -         799.595 (meters)    2623.34  (feet)  COMP
 AI3451  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 AI3451
 AI3451  VERT ORDER  -  SECOND    CLASS I
 AI3451
 AI3451.The horizontal coordinates were scaled from a topographic map and have
 AI3451.an estimated accuracy of +/- 6 seconds.
 AI3451
 AI3451.The orthometric height was determined by differential leveling
 AI3451.and adjusted by the National Geodetic Survey in July 2002..
 AI3451
 AI3451.The geoid height was determined by GEOID03.
 AI3451
 AI3451.The dynamic height is computed by dividing the NAVD 88
 AI3451.geopotential number by the normal gravity value computed on the
 AI3451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3451.degrees latitude (g = 980.6199 gals.).
 AI3451
 AI3451.The modeled gravity was interpolated from observed gravity values.
 AI3451
 AI3451;                    North         East    Units  Estimated Accuracy
 AI3451;SPC NE       -    42,110.      446,110.      MT  (+/- 180 meters Scaled)
 AI3451
 AI3451                          SUPERSEDED SURVEY CONTROL
 AI3451
 AI3451.No superseded survey control is available for this station.
 AI3451
 AI3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK610524(NAD 83)
 AI3451_MARKER: DR = REFERENCE MARK DISK
 AI3451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3451_STAMPING: MCCOOK NO 3 1935 1968
 AI3451_MARK LOGO: CGS   
 AI3451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3451+STABILITY: SURFACE MOTION
 AI3451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3451+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 AI3451
 AI3451  HISTORY     - Date     Condition        Report By
 AI3451  HISTORY     - 1968     MONUMENTED       CGS
 AI3451  HISTORY     - 19991103 GOOD             NGS
 AI3451
 AI3451                          STATION DESCRIPTION
 AI3451
 AI3451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3451'IN MCCOOK, AT 1312 WEST 5TH STREET, 52.2 M (171.3 FT) WEST OF THE
 AI3451'STREET CENTER, 28.1 M (92.2 FT) EAST OF THE STATION MARK, 18.6 M (61.0
 AI3451'FT) NORTHWEST OF THE NORTHEAST CORNER OF THE SENIOR CITIZENS CENTER AT
 AI3451'1312 WEST 5TH STREET, 12.2 M (40.0 FT) WEST OF A UTILITY POLE, 0.5 M
 AI3451'(1.6 FT) ABOVE THE LEVEL OF THE STREET, AND THE MONUMENT PROJECTS 0.1
 AI3451'M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 AI3451'PROPERTY OWNED BY THE MCCOOK SENIOR SERVICES, 1312 WEST 5TH STREET,
 AI3451'MCCOOK, NE 69001, TELEPHONE NUMBER (308) 345-1760.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0905 ***********************************************************************
 LG0905  DESIGNATION -  MCCOOL
 LG0905  PID         -  LG0905
 LG0905  STATE/COUNTY-  NE/YORK
 LG0905  USGS QUAD   -  YORK SOUTH (1969)
 LG0905
 LG0905                         *CURRENT SURVEY CONTROL
 LG0905  ___________________________________________________________________
 LG0905* NAD 83(1995)-  40 46 15.29870(N)    097 35 52.24486(W)     ADJUSTED  
 LG0905* NAVD 88     -       500.     (meters)    1640.     (feet)  SCALED    
 LG0905  ___________________________________________________________________
 LG0905  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 LG0905  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 LG0905
 LG0905  HORZ ORDER  -  THIRD
 LG0905
 LG0905.The horizontal coordinates were established by classical geodetic methods
 LG0905.and adjusted by the National Geodetic Survey in August 1997..
 LG0905
 LG0905.The orthometric height was scaled from a topographic map.
 LG0905
 LG0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0905
 LG0905.The geoid height was determined by GEOID03.
 LG0905
 LG0905;                    North         East     Units Scale Factor Converg.
 LG0905;SPC NE       -   106,914.399   702,725.056   MT  0.99974022   +1 35 30.8
 LG0905;UTM  14      - 4,514,272.757   618,332.421   MT  0.99977235   +0 54 56.7
 LG0905
 LG0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0905!SPC NE       -   0.99992569  x   0.99974022  =   0.99966593
 LG0905!UTM  14      -   0.99992569  x   0.99977235  =   0.99969806
 LG0905
 LG0905|---------------------------------------------------------------------|
 LG0905| PID    Reference Object                     Distance      Geod. Az  |
 LG0905|                                                           dddmmss.s |
 LG0905| CN9989 MCCOOL RM 1                          22.324 METERS 02649     |
 LG0905| CN9990 MCCOOL RM 2                          17.367 METERS 09647     |
 LG0905| CN9991 MCCOOL 2 AZ MK                                     1760730.9 |
 LG0905| CN9988 MCCOOL AZ MK                                       1771235.0 |
 LG0905| LG0900 MCCOOL 2                             26.830 METERS 27246     |
 LG0905|---------------------------------------------------------------------|
 LG0905
 LG0905                          SUPERSEDED SURVEY CONTROL
 LG0905
 LG0905  NAD 83(1986)-  40 46 15.30664(N)    097 35 52.24624(W) AD(       ) 3
 LG0905  NAD 27      -  40 46 15.29700(N)    097 35 51.06400(W) AD(       ) 3
 LG0905
 LG0905.Superseded values are not recommended for survey control.
 LG0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0905.See file dsdata.txt to determine how the superseded data were derived.
 LG0905
 LG0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1833214273(NAD 83)
 LG0905_MARKER: DS = TRIANGULATION STATION DISK
 LG0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0905
 LG0905  HISTORY     - Date     Condition        Report By
 LG0905  HISTORY     - 1950     MONUMENTED       CGS
 LG0905  HISTORY     - 1963     GOOD             CGS
 LG0905  HISTORY     - 1969     GOOD             CGS
 LG0905
 LG0905                          STATION DESCRIPTION
 LG0905
 LG0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0905'STATION IS LOCATED ABOUT 9 MILES NORTH OF FAIRMONT, 7 MILES SOUTH
 LG0905'OF YORK AND 2 MILES NORTH OF MC COOL JUNCTION IN NORTH EDGE OF
 LG0905'CULTIVATED FIELD IN SOUTHWEST ANGLE OF CROSSROADS.  STATION IS 93
 LG0905'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 81, 35 FEET SOUTH OF
 LG0905'THE APPROXIMATE CENTERLINE OF GRADED ROAD AND 24 FEET EAST OF THE
 LG0905'APPROXIMATE CENTERLINE OF DRIVEWAY TO FIELD.  THE MARK IS
 LG0905'ABOUT 18 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED MC COOL
 LG0905'1950.
 LG0905'
 LG0905'REFERENCE MARK NO. 1 IS 61 FEET WEST OF THE CENTERLINE OF U.S.
 LG0905'HIGHWAY 81, 32 FEET NORTH OF THE APPROXIMATE CENTERLINE OF GRADED
 LG0905'ROAD AND 2 FEET EAST OF TELEPHONE POLE.  THE MARK PROJECTS
 LG0905'ABOUT 6 INCHES AND THE DISK IS STAMPED MC COOL NO 1 1950.
 LG0905'
 LG0905'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE CENTERLINE OF U.S.
 LG0905'HIGHWAY 81 AND 37 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF GRADED
 LG0905'ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MC
 LG0905'COOL NO 2 1950.
 LG0905'
 LG0905'AZIMUTH MARK IS 38 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 81,
 LG0905'4 FEET NORTHWEST OF TELEPHONE POLE, 3.5 FEET NORTH OF WITNESS POST
 LG0905'AND 2 FEET WEST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 LG0905'DISK IS STAMPED MC COOL 1950.
 LG0905'
 LG0905'TO REACH FROM THE OVERPASS AT THE JUNCTION OF U.S. HIGHWAYS 6 AND
 LG0905'81 JUST WEST OF FAIRMONT GO NORTH ON U.S. HIGHWAY 81 FOR 7.3 MILES
 LG0905'TO MC COOL JUNCTION.  CONTINUE NORTH ON U.S. HIGHWAY 81 FOR 1.5
 LG0905'MILES TO AZIMUTH MARK ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 LG0905'CONTINUE NORTH FOR 0.5 MILE TO CROSSROADS AND STATION ON LEFT
 LG0905'IN SOUTHWEST ANGLE OF CROSSROADS AS DESCRIBED.
 LG0905'
 LG0905'AN 87 FOOT SIGNAL AT STATION FAIRMONT IS V.G.
 LG0905'
 LG0905'AN 87 FOOT SIGNAL AT STATION EXETER IS V.G.
 LG0905'
 LG0905'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG0905
 LG0905                          STATION RECOVERY (1963)
 LG0905
 LG0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 LG0905'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0905'GOOD CONDITION.  THERE ARE SOME ADDITIONAL REFERENCE MEASUREMENTS.
 LG0905'
 LG0905'STATION MARK IS 57 FEET WEST OF FENCE CORNER, 28 FEET WEST OF
 LG0905'TELEPHONE POLE, 27 FEET EAST OF THE CENTER OF GATE, 14 FEET EAST OF
 LG0905'EAST GATE POST, AND 1-1/2 FEET SOUTH OF AN EAST-WEST FENCE AND A
 LG0905'NEW STEEL WITNESS POST WITH SIGN.  THE MARK IS 14 INCHES
 LG0905'UNDERGROUND.
 LG0905'
 LG0905'REFERENCE MARK NO. 2 IS 5-1/2 FEET SOUTH OF A FENCE CORNER AND IN
 LG0905'A FENCELINE.
 LG0905'
 LG0905'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 138 FEET SOUTH OF A
 LG0905'FENCE T-INTERSECTION, 4 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET
 LG0905'WEST OF A FENCE, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.  THE
 LG0905'MARK PROJECTS 4 INCHES.
 LG0905
 LG0905                          STATION RECOVERY (1969)
 LG0905
 LG0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG0905'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A CHECK
 LG0905'WAS MADE OF THE DISTANCE AND DIRECTION TO THE MARKS AND FOUND TO BE
 LG0905'CORRECT.  A REQUEST WAS MADE BY THE STATE HIGHWAY DEPARTMENT TO
 LG0905'MOVE THIS STATION TO MAKE WAY FOR HIGHWAY IMPROVEMENT.  MC COOL
 LG0905'2, REFERENCE MARKS NO. 3 AND 4 AND A NEW AZIMUTH MARK WERE
 LG0905'ESTABLISHED AND MC COOL 1950 WAS DESTROYED.  FOR DETAILS SEE
 LG0905'DESCRIPTION FOR MC COOL 2.
 LG0905'
 LG0905'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MI. N OF
 LG0905'MC COOL JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0900 ***********************************************************************
 LG0900  DESIGNATION -  MCCOOL 2
 LG0900  PID         -  LG0900
 LG0900  STATE/COUNTY-  NE/YORK
 LG0900  USGS QUAD   -  YORK SOUTH (1969)
 LG0900
 LG0900                         *CURRENT SURVEY CONTROL
 LG0900  ___________________________________________________________________
 LG0900* NAD 83(1995)-  40 46 15.34059(N)    097 35 53.38759(W)     ADJUSTED  
 LG0900* NAVD 88     -       500.     (meters)    1640.     (feet)  SCALED    
 LG0900  ___________________________________________________________________
 LG0900  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 LG0900  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 LG0900
 LG0900  HORZ ORDER  -  THIRD
 LG0900
 LG0900.The horizontal coordinates were established by classical geodetic methods
 LG0900.and adjusted by the National Geodetic Survey in August 1997..
 LG0900.No horizontal observational check was made to the station.
 LG0900
 LG0900.The orthometric height was scaled from a topographic map.
 LG0900
 LG0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0900
 LG0900.The geoid height was determined by GEOID03.
 LG0900
 LG0900;                    North         East     Units Scale Factor Converg.
 LG0900;SPC NE       -   106,914.946   702,698.238   MT  0.99974022   +1 35 30.1
 LG0900;UTM  14      - 4,514,273.620   618,305.611   MT  0.99977227   +0 54 56.0
 LG0900
 LG0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0900!SPC NE       -   0.99992569  x   0.99974022  =   0.99966593
 LG0900!UTM  14      -   0.99992569  x   0.99977227  =   0.99969798
 LG0900
 LG0900|---------------------------------------------------------------------|
 LG0900| PID    Reference Object                     Distance      Geod. Az  |
 LG0900|                                                           dddmmss.s |
 LG0900| LG0905 MCCOOL                               26.830 METERS 09246     |
 LG0900| CN9991 MCCOOL 2 AZ MK                                     1741853.1 |
 LG0900| CN9988 MCCOOL AZ MK                                       1752330.6 |
 LG0900| CN9993 MCCOOL 2 RM 4                        21.308 METERS 27219     |
 LG0900| CN9992 MCCOOL 2 RM 3                        20.684 METERS 35701     |
 LG0900|---------------------------------------------------------------------|
 LG0900
 LG0900                          SUPERSEDED SURVEY CONTROL
 LG0900
 LG0900  NAD 83(1986)-  40 46 15.34853(N)    097 35 53.38897(W) AD(       ) 3
 LG0900  NAD 27      -  40 46 15.33886(N)    097 35 52.20661(W) AD(       ) 3
 LG0900
 LG0900.Superseded values are not recommended for survey control.
 LG0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0900.See file dsdata.txt to determine how the superseded data were derived.
 LG0900
 LG0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1830614274(NAD 83)
 LG0900_MARKER: DS = TRIANGULATION STATION DISK
 LG0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0900_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0900
 LG0900  HISTORY     - Date     Condition        Report By
 LG0900  HISTORY     - 1969     MONUMENTED       CGS
 LG0900
 LG0900                          STATION DESCRIPTION
 LG0900
 LG0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG0900'STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY 81, ABOUT
 LG0900'9 MILES NORTH OF FAIRMONT, 7 MILES SOUTH OF YORK AND ABOUT 2 MILES
 LG0900'NORTH OF MC COOL JUNCTION.  STATION, A STANDARD DISK SET IN THE
 LG0900'TOP OF A ROUND CONCRETE POST AND STAMPED MC COOL 2 1969, IS 33
 LG0900'FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 171 FEET WEST
 LG0900'OF THE CENTERLINE OF U.S. HIGHWAY 81, 1 FOOT SOUTH OF AN
 LG0900'EAST-WEST FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 LG0900'MARK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND.
 LG0900'
 LG0900'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 81
 LG0900'IN MC COOL JUNCTION, GO NORTH ON U.S. HIGHWAY 81 FOR 1.5 MILES TO
 LG0900'AZIMUTH MARK ON RIGHT (EAST) SIDE OF HIGHWAY.  CONTINUE NORTH ON
 LG0900'U.S. HIGHWAY 81 FOR 0.5 MILE TO CROSSROADS AND STATION ON LEFT
 LG0900'(WEST) SIDE OF HIGHWAY AS DESCRIBED.
 LG0900'
 LG0900'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A ROUND
 LG0900'CONCRETE POST AND STAMPED MC COOL 2 NO 3 1969, IS 175 FEET WEST OF
 LG0900'THE CENTERLINE OF U.S. HIGHWAY 81, 35 FEET NORTH OF THE CENTERLINE
 LG0900'OF AN EAST-WEST ROAD, 4 FEET WEST OF THE RIGHT-OF-WAY LINE OF U.S.
 LG0900'HIGHWAY 81 AND 3 FEET WEST OF A POWERLINE POLE.  THE MARK
 LG0900'PROJECTS 3 INCHES.
 LG0900'
 LG0900'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A ROUND
 LG0900'CONCRETE POST AND STAMPED MC COOL 2 NO 4 1969, IS 33 FEET SOUTH
 LG0900'OF THE CENTERLINE OF AN EAST-WEST ROAD, 5 FEET EAST OF A
 LG0900'TELEPHONE POLE AND 0.5 FEET SOUTH OF A FENCE.  THE MARK PROJECTS
 LG0900'2 INCHES.
 LG0900'
 LG0900'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 LG0900'POST AND STAMPED MC COOL 2 1969 IS SET ALONG THE RIGHT-OF-WAY OF
 LG0900'U.S. HIGHWAY 81, 100 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 LG0900'80 AND 1 FOOT SOUTH OF A WITNESS POST.  THE MARK PROJECTS 2
 LG0900'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0515 ***********************************************************************
 LJ0515  DESIGNATION -  MCCOY
 LJ0515  PID         -  LJ0515
 LJ0515  STATE/COUNTY-  NE/CHASE
 LJ0515  USGS QUAD   -  LAMAR NE (1961)
 LJ0515
 LJ0515                         *CURRENT SURVEY CONTROL
 LJ0515  ___________________________________________________________________
 LJ0515* NAD 83(1995)-  40 37 49.30902(N)    101 48 22.14469(W)     ADJUSTED  
 LJ0515* NAVD 88     -      1039.     (meters)    3409.     (feet)  SCALED    
 LJ0515  ___________________________________________________________________
 LJ0515  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LJ0515  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 LJ0515
 LJ0515  HORZ ORDER  -  FIRST
 LJ0515
 LJ0515.The horizontal coordinates were established by classical geodetic methods
 LJ0515.and adjusted by the National Geodetic Survey in August 1997..
 LJ0515
 LJ0515.The orthometric height was scaled from a topographic map.
 LJ0515
 LJ0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0515
 LJ0515.The geoid height was determined by GEOID03.
 LJ0515
 LJ0515;                    North         East     Units Scale Factor Converg.
 LJ0515;SPC NE       -    90,089.331   347,238.950   MT  0.99977435   -1 11 49.0
 LJ0515;UTM  14      - 4,501,511.384   262,670.268   MT  1.00029336   -1 49 41.3
 LJ0515
 LJ0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0515!SPC NE       -   0.99984038  x   0.99977435  =   0.99961477
 LJ0515!UTM  14      -   0.99984038  x   1.00029336  =   1.00013370
 LJ0515
 LJ0515|---------------------------------------------------------------------|
 LJ0515| PID    Reference Object                     Distance      Geod. Az  |
 LJ0515|                                                           dddmmss.s |
 LJ0515| CP7718 MCCOY RM 1                                         05441     |
 LJ0515| LJ0512 IMPERIAL MUNICIPAL TANK             APPROX.18.6 KM 1321317.6 |
 LJ0515| LJ0513 IMPERIAL KROTT SCHOREDER ELEV       APPROX.19.1 KM 1331909.0 |
 LJ0515| CP7719 MCCOY RM 2                                         17508     |
 LJ0515| CP7717 MCCOY AZ MK                                        2711114.4 |
 LJ0515| LK0487 VENANGO MUNICIPAL TANK              APPROX.24.8 KM 3072041.9 |
 LJ0515|---------------------------------------------------------------------|
 LJ0515
 LJ0515                          SUPERSEDED SURVEY CONTROL
 LJ0515
 LJ0515  NAD 83(1986)-  40 37 49.30905(N)    101 48 22.14461(W) AD(       ) 1
 LJ0515  NAD 27      -  40 37 49.32300(N)    101 48 20.51800(W) AD(       ) 1
 LJ0515
 LJ0515.Superseded values are not recommended for survey control.
 LJ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0515.See file dsdata.txt to determine how the superseded data were derived.
 LJ0515
 LJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6267001511(NAD 83)
 LJ0515_MARKER: DS = TRIANGULATION STATION DISK
 LJ0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0515
 LJ0515  HISTORY     - Date     Condition        Report By
 LJ0515  HISTORY     - 1933     MONUMENTED       CGS
 LJ0515  HISTORY     - 1951     GOOD             CGS
 LJ0515  HISTORY     - 1958     GOOD             CGS
 LJ0515  HISTORY     - 1973     GOOD             USGS
 LJ0515
 LJ0515                          STATION DESCRIPTION
 LJ0515
 LJ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0515'THE STATION IS LOCATED ON A SAND HILL IN SE 1/4 SEC. 25, T 8 N,
 LJ0515'R 40 W, AND IS ABOUT 15 MILES SSW OF GRANT AND 12 MILES NW OF
 LJ0515'IMPERIAL.  IT IS ON LAND OWNED BY S.E. MC COY OF IMPERIAL
 LJ0515'NEBRASKA, AND LEASED BY GEORGE BURTIS.
 LJ0515'
 LJ0515'THE STATION MARK IS FLUSH WITH THE GROUND AND IS LOCATED
 LJ0515'ON THE HIGHEST PART OF A SAND HILL WHICH SLOPES GRADUALLY
 LJ0515'TO THE S AND W AND WHICH IS STEEP ON THE N AND E SIDES.
 LJ0515'
 LJ0515'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0515'BRONZE DISKS SET IN CONCRETE.
 LJ0515'
 LJ0515'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND IS E OF THE
 LJ0515'STATION, ON THE W EDGE OF THE FIRST SAND HILL E OF THE STATION.
 LJ0515'
 LJ0515'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND AND IS S OF
 LJ0515'THE STATION, ON THE S SLOPE OF THE SAME HILL ON WHICH THE
 LJ0515'STATION IS SITUATED AND IS 10 FEET N OF AN E AND W WAGON
 LJ0515'TRAIL.
 LJ0515'
 LJ0515'THE AZIMUTH MARK IS FLUSH WITH THE GROUND AND IS W OF THE
 LJ0515'STATION ON A SAND HILL WHICH IS THE FIRST HILL W OF THE ONE ON
 LJ0515'WHICH THE STATION IS LOCTED.  IT IS ABOUT 0.2 MILE N OF AN E
 LJ0515'AND W WAGON TRAIL.
 LJ0515'
 LJ0515'TO REACH THE STATION FROM IMPERIAL GO W ON U.S. HIGHWAY 6
 LJ0515'FOR 10.5 MILES TO A CROSSROADS.  TURN RIGHT N, ON DIRT ROAD
 LJ0515'WHICH GOES BY CHASE STORE AND FOLLOW THIS ROAD 6.0 MILES
 LJ0515'TO A GATE WITH A TOGGLE FASTENER.  GO THROUGH THE GATE AND
 LJ0515'FOLLOW TRAIL N 0.2 MILE TO E AND W TRAIL.  GO E ON THIS TRAIL
 LJ0515'0.8 MILE AND THEN GO N 0.1 MILE TO TOP OF HILL AND STATION.
 LJ0515'
 LJ0515'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 LJ0515
 LJ0515                          STATION RECOVERY (1951)
 LJ0515
 LJ0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 LJ0515'STATION RECOVERED.  STATION MARK, BOTH REFERENCE MARKS, AND
 LJ0515'AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1933 DESCRIPTIONS
 LJ0515'AND WERE FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LJ0515'TO REACH THE STATION IS ADEQUATE.
 LJ0515
 LJ0515                          STATION RECOVERY (1958)
 LJ0515
 LJ0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 LJ0515'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 LJ0515'RECOVERED IN GOOD CONDITION.
 LJ0515'
 LJ0515'THE DESCRIPTION IS ADEQUATE EXCEPT FOR DESCREPANCIES IN THE
 LJ0515'DISTANCES TO THE REFERENCE MARKS.
 LJ0515'
 LJ0515'TO REACH THE STATION FROM THE CHASE COUNTY COURTHOUSE IN IMPERIAL,
 LJ0515'GO NORTH AND WEST ALONG U.S. HIGHWAY 6 FOR 9.7 MILES TO A
 LJ0515'GRAVELLED ROAD NORTH.  TURN RIGHT (NORTH) AND GO 1.9 MILES TO
 LJ0515'CHASE CHURCH.  CONTINUE STRAIGHT (NORTH) FOR 3.8 MILES TO A SHARP
 LJ0515'TURN TO THE LEFT AND A GATE STRAIGHT AHEAD.  GO NORTH THRU
 LJ0515'GATE AND IMMEDIATELY TURN RIGHT (EAST) ALONG FENCE LINE FOR
 LJ0515'0.6 MILE TO A N-S ELECTRIC FENCE.  PASS THRU ELECTRIC FENCE
 LJ0515'AND CONTINUE 0.15 MILE EAST.  TURN LEFT (NORTH) ACROSS PASTURE
 LJ0515'FOR 0.4 MILE TO THE RISE AND THE STATION.
 LJ0515
 LJ0515                          STATION RECOVERY (1973)
 LJ0515
 LJ0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LJ0515'STATION MARK, R.M. 1, R.M. 2 AND AZ. MK. WERE RECOVERED IN
 LJ0515'GOOD CONDITION AS DESCRIBED.  DISTANCE TO R.M. 1 MISSED +0.29 FT.
 LJ0515'R.M. 2 MISSED +0.49 FT.  DIRECTION TO R.M. 1 MISSED +50.37 SECONDS
 LJ0515'IN AZIMUTH.  R.M. 2 MISSED +48.97 SECONDS IN AZIMUTH.  AZ. MK.
 LJ0515'MISSED -25.16 SECONDS IN AZIMUTH.
 LJ0515'
 LJ0515'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LK0521 ***********************************************************************
 LK0521  DESIGNATION -  MCFARLAND
 LK0521  PID         -  LK0521
 LK0521  STATE/COUNTY-  NE/CHASE
 LK0521  USGS QUAD   -  ALVIN (1984)
 LK0521
 LK0521                         *CURRENT SURVEY CONTROL
 LK0521  ___________________________________________________________________
 LK0521* NAD 83(1995)-  40 22 04.31284(N)    102 02 05.07539(W)     ADJUSTED  
 LK0521* NAVD 88     -      1137.9    (meters)    3733.     (feet)  VERTCON   
 LK0521  ___________________________________________________________________
 LK0521  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 LK0521  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 LK0521
 LK0521  HORZ ORDER  -  FIRST
 LK0521
 LK0521.The horizontal coordinates were established by classical geodetic methods
 LK0521.and adjusted by the National Geodetic Survey in August 1997..
 LK0521
 LK0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0521
 LK0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0521
 LK0521.The geoid height was determined by GEOID03.
 LK0521
 LK0521;                    North         East     Units Scale Factor Converg.
 LK0521;SPC NE       -    61,383.322   327,222.618   MT  0.99985392   -1 20 54.3
 LK0521;SPC CO N     -   425,415.566 1,208,632.459   MT  0.99995893   +2 14 20.5
 LK0521;SPC CO N     - 1,395,717.57  3,965,321.66   sFT  0.99995893   +2 14 20.5
 LK0521;UTM  13      - 4,472,809.633   751,768.260   MT  1.00038034   +1 55 17.7
 LK0521;UTM  14      - 4,473,009.928   242,331.044   MT  1.00041736   -1 57 60.0
 LK0521
 LK0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0521!SPC NE       -   0.99982496  x   0.99985392  =   0.99967891
 LK0521!SPC CO N     -   0.99982496  x   0.99995893  =   0.99978390
 LK0521!UTM  13      -   0.99982496  x   1.00038034  =   1.00020524
 LK0521!UTM  14      -   0.99982496  x   1.00041736  =   1.00024225
 LK0521
 LK0521:                Primary Azimuth Mark                     Grid Az
 LK0521:SPC NE       -  LAMAR                                    001 54 59.9
 LK0521:SPC CO N     -  LAMAR                                    358 19 45.1
 LK0521:UTM  13      -  LAMAR                                    358 38 47.9
 LK0521:UTM  14      -  LAMAR                                    002 32 05.6
 LK0521
 LK0521|---------------------------------------------------------------------|
 LK0521| PID    Reference Object                     Distance      Geod. Az  |
 LK0521|                                                           dddmmss.s |
 LK0521| LK0499 LAMAR                               APPROX.16.0 KM 0003405.6 |
 LK0521| LJ0517 LAMAR CHURCH SPIRE                  APPROX.23.1 KM 0115758.4 |
 LK0521| CP7725 MCFARLAND AZ MK                                    1491917.7 |
 LK0521| CP7726 MCFARLAND RM 1                       50.459 METERS 23447     |
 LK0521| CP7727 MCFARLAND RM 2                       30.522 METERS 31934     |
 LK0521|---------------------------------------------------------------------|
 LK0521
 LK0521                          SUPERSEDED SURVEY CONTROL
 LK0521
 LK0521  NAD 83(1995)-  40 22 04.31257(N)    102 02 05.07551(W) AD(       ) 1
 LK0521  NAD 83(1986)-  40 22 04.31213(N)    102 02 05.07552(W) AD(       ) 1
 LK0521  NAD 27      -  40 22 04.32800(N)    102 02 03.40400(W) AD(       ) 1
 LK0521  NGVD 29 (07/19/86) 1137.5    (m)         3732.     (f) VERT ANG       
 LK0521
 LK0521.Superseded values are not recommended for survey control.
 LK0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0521.See file dsdata.txt to determine how the superseded data were derived.
 LK0521
 LK0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE5176872810(NAD 83)
 LK0521_MARKER: DS = TRIANGULATION STATION DISK
 LK0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0521
 LK0521  HISTORY     - Date     Condition        Report By
 LK0521  HISTORY     - 1933     MONUMENTED       CGS
 LK0521  HISTORY     - 1969     GOOD             CGS
 LK0521  HISTORY     - 1971     GOOD             NGS
 LK0521  HISTORY     - 1973     GOOD             USGS
 LK0521
 LK0521                          STATION DESCRIPTION
 LK0521
 LK0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LK0521'STATION IS ABOUT 23 MILES SW OF IMPERIAL AND 15 MILES S OF
 LK0521'LAMAR ON A HIGH SAND HILL IN SW 1/4 SEC. 25, T 5 N, R 42 W,
 LK0521'IN PASTURE OWNED BY JAMES EDWARD MC FARLAND.  ABOUT 0.8 MILE E
 LK0521'OF COLORADO STATE LINE AND 1.2 MILE N OF CHASE DUNDY COUNTY LINE.
 LK0521'STATION IS ON APPARENT HIGHEST POINT IN PASTURE.
 LK0521'
 LK0521'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0521'BRONZE DISKS SET IN CONCRETE.
 LK0521'
 LK0521'REFERENCE MARK NO. 1 IS SW OF STATION DOWN SLOPE.
 LK0521'
 LK0521'REFERENCE MARK NO. 2 IS NW OF STATION ALONG TOP OF HILL.
 LK0521'
 LK0521'AZIMUTH MARK IS S OF STATION ABOUT 0.75 MILE E OF S OF STATION
 LK0521'ON RIGHT SIDE OF ROAD GOING TO STATION ABOUT 50 FEET N OF
 LK0521'WINDMILL STOCK PUMP.
 LK0521'
 LK0521'ALL MARKS PROJECT ABOUT 4 INCHES.
 LK0521'
 LK0521'STATION IS REACHED FROM LAMAR BY GOING W 1/2 MILE TO CROSS
 LK0521'ROAD, THENCE S 12.0 MILE, CONTINUE S 2 MILES THENCE SW 2.2
 LK0521'MILES TO MC FARLAND RANCH.  STATION IS ABOUT 1.5 MILES W OR
 LK0521'N OF THIS HOUSE, MAKE LOCAL INQUIRY.
 LK0521'
 LK0521'HEIGHT OF SIGNAL ABOVE STATION MARK - 1 METER.
 LK0521
 LK0521                          STATION RECOVERY (1969)
 LK0521
 LK0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0521'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LK0521'WERE RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS WERE
 LK0521'CONSIDERABLY LOWER IN ELEVATION THAN THE STATION MARK SO A MARK TO
 LK0521'MARK DISTANCE WAS OBTAINED.  A DIFFERENCE IN DIRECTION AND
 LK0521'DISTANCE WAS FOUND TO BOTH REFERENCE MARKS.
 LK0521'
 LK0521'REFERENCE MARK 1 HAD A DIFFERENCE OF 01 MIN 20 SEC IN DIRECTION AND
 LK0521'THE DISTANCE WAS 0.08 FOOT SHORTER.
 LK0521'
 LK0521'REFERENCE MARK 2 HAD A DIFFERENCE OF 02 MIN 15 SEC IN DIRECTION AND
 LK0521'THE DISTANCE WAS 0.08 FOOT SHORTER.
 LK0521'
 LK0521'THE AZIMUTH MARK HAD A DIFFERENCE OF 07.1 SEC IN DIRECTION.
 LK0521'
 LK0521'DUE TO CHANGES IN THE AREA, A NEW AND COMPLETE DESCRIPTION
 LK0521'FOLLOWS.
 LK0521'
 LK0521'THE STATION IS LOCATED ABOUT 23 MILES NORTHEAST OF WRAY, COLORADO, 23
 LK0521'MILES SOUTHWEST OF IMPERIAL, NEBRASKA, 21 MILES SOUTHEAST OF
 LK0521'HOLYOKE, COLORADO AND 1 MILE EAST OF THE NEBRASKA-COLORADO
 LK0521'BORDER.  IT IS IN THE SOUTHWEST 1/4 OF SECTION 25, T. 5 N., R.
 LK0521'42 W. ON THE PROPERTY OF MR. DON J. BOYD.
 LK0521'
 LK0521'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND
 LK0521'385 IN THE NORTHWEST EDGE OF WRAY, COLORADO, GO NORTH ON HIGHWAY
 LK0521'385 FOR 19.7 MILES TO A CROSSROAD WITH EIGHT MAIL BOXES AND A POWER
 LK0521'LINE POLE WITH TRANSFORMER IN THE NORTHWEST ANGLE.  TURN RIGHT AND
 LK0521'GO EAST ON A GRAVELED ROAD FOR 9.4 MILES TO A CROSSROAD.  COUNTY
 LK0521'ROAD 65 GOES NORTH AND EAST FROM THIS POINT.  CONTINUE EAST AND
 LK0521'SOUTH ON COUNTY ROAD 65 FOR 2.8 MILES TO A SIDE ROAD LEFT AND A SIGN
 LK0521'IN THE NORTHEAST ANGLE,--DOUBLE REVERSE LEANING  L  RANCH - DONALD
 LK0521'AND EDITH BOYD 3 MILES EAST 1-1/2 NORTH--.
 LK0521'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 1.3
 LK0521'MILES TO THE COLORADO-NEBRASKA BORDER.  CONTINUE EAST FOR 1.5 MILES
 LK0521'TO A SIDE ROAD LEFT AND A SMALL SIGN ON THE LEFT DON J. BOYD.  TURN
 LK0521'LEFT AND GO NORTH ON A BLADED ROAD FOR 1 MILE TO WHERE THE ROAD
 LK0521'TURNS RIGHT.  TURN RIGHT CROSSING A CATTLE GUARD AND GO EAST FOR
 LK0521'0.65 MILE TO WHERE THE ROAD TURNS LEFT.  TURN LEFT AND GO NORTH FOR
 LK0521'0.65 MILE TO WHERE THE ROAD TURNS LEFT AGAIN.  TURN LEFT AND GO
 LK0521'WEST ALONG THE SOUTH SIDE OF SOME TREES FOR 0.2 MILE TO A
 LK0521'DRIVEWAY LEADING TO MR. BOYDS HOME.  CONTINUE WEST ON A TRACK
 LK0521'ROAD FOR 0.15 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND GO
 LK0521'NORTHWEST ACROSS A PASTURE FOR 0.2 MILE TO A JOG IN AN EAST-WEST
 LK0521'FENCE AND A WIRE GATE.  PASS THROUGH THE GATE, TURN RIGHT AND GO
 LK0521'NORTH ALONG THE WEST SIDE OF A FENCE FOR 0.6 MILE TO A GATE IN THE
 LK0521'FENCE CORNER JUST SOUTH OF A WINDMILL.  BEAR LEFT AND GO
 LK0521'NORTHWEST ACROSS THE PASTURE FOR 0.15 MILE TO THE AZIMUTH MARK.
 LK0521'CONTINUE IN A NORTHWESTERLY DIRECTION FOR APPROXIMATELY 0.8 MILE
 LK0521'TO THE TOP OF THE HIGHEST HILL IN THE AREA AND THE STATION.
 LK0521'
 LK0521'THE STATION MARK IS A STANDARD DISK STAMPED MCFARLAND 1933 SET
 LK0521'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 12
 LK0521'INCHES.
 LK0521'
 LK0521'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MCFARLAND NO 1 1933
 LK0521'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LK0521'1 INCH.  IT IS LOCATED ON THE SOUTHWEST SLOPE OF THE HILL ABOUT
 LK0521'10 FEET LOWER THAN THE STATION.
 LK0521'
 LK0521'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MCFARLAND NO 2 1933,
 LK0521'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LK0521'2 INCHES.  IT IS LOCATED ON THE NORTHWEST SLOPE OF THE HILL ABOUT
 LK0521'4 FEET LOWER THAN THE STATION.
 LK0521'
 LK0521'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED MCFARLAND
 LK0521'AZIMUTH 1933 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LK0521'THAT IS FLUSH.  IT IS 152 FEET NORTH OF AN OLD IRON WHEEL AND 79.5
 LK0521'FEET NORTH-NORTHEAST OF AN OLD WELL CASING.
 LK0521'
 LK0521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 21 MILES
 LK0521'SOUTHEAST OF HOLYOKE, COLORADO.
 LK0521'
 LK0521'HEIGHT OF LIGHT ABOVE STATION MARK 3.1 FEET.
 LK0521
 LK0521                          STATION RECOVERY (1971)
 LK0521
 LK0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RVS)
 LK0521'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LK0521'A USC AND GS WITNESS
 LK0521'SIGN MOUNTED ON A METAL POST WAS PLACED 7 FEET WEST OF THE
 LK0521'STATION MARK.
 LK0521'
 LK0521'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LK0521'DISKS, SET IN CONCRETE POSTS PROJECTING 0.3 FEET ABOVE GROUND.
 LK0521'
 LK0521'STATION MARK--DISK STAMPED MC FARLAND 1933.
 LK0521'
 LK0521'REFERENCE MARK NO. 1--DISK STAMPED MC FARLAND NO. 1 1933.
 LK0521'
 LK0521'REFERENCE MARK NO. 2--DISK STAMPED MC FARLAND NO. 2 1933.
 LK0521'
 LK0521'STATION LAMAR USC AND GS 1933 IS VISIBLE FROM THE GROUND AT
 LK0521'THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 LK0521'WERE MADE FROM A STANDARD TRIPOD.
 LK0521
 LK0521                          STATION RECOVERY (1973)
 LK0521
 LK0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JWO)
 LK0521'STATION MARK, R.M. 1, R.M. 2 AND AZ. MK. WERE FOUND IN GOOD
 LK0521'CONDITION AS DESCRIBED.
 LK0521'
 LK0521'DISTANCE TO R.M. 1 MISSED -0.11 FT., R.M. 2 MISSED -0.13 FT.
 LK0521'
 LK0521'DIRECTION TO R.M. 1 MISSED -79.83 SECONDS IN AZIMUTH, R.M. 2
 LK0521'MISSED -140.58 SECONDS IN AZIMUTH.  AZ. MK. MISSED -6.00 SECONDS
 LK0521'IN AZIMUTH.
 LK0521'
 LK0521'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4121 ***********************************************************************
 AB4121  FBN         -  This is a Federal Base Network Control Station.
 AB4121  PACS        -  This is a Primary Airport Control Station.
 AB4121  DESIGNATION -  MCK A
 AB4121  PID         -  AB4121
 AB4121  STATE/COUNTY-  NE/RED WILLOW
 AB4121  USGS QUAD   -  MC COOK EAST (1983)
 AB4121
 AB4121                         *CURRENT SURVEY CONTROL
 AB4121  ___________________________________________________________________
 AB4121* NAD 83(1995)-  40 12 29.50771(N)    100 35 42.32557(W)     ADJUSTED  
 AB4121* NAVD 88     -       784.125  (meters)    2572.58   (feet)  ADJUSTED  
 AB4121  ___________________________________________________________________
 AB4121  X           -    -896,976.710 (meters)                     COMP
 AB4121  Y           -  -4,795,225.110 (meters)                     COMP
 AB4121  Z           -   4,096,158.243 (meters)                     COMP
 AB4121  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AB4121  ELLIP HEIGHT-         760.13  (meters)          (07/10/01) GPS OBS
 AB4121  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AB4121  DYNAMIC HT  -         783.607 (meters)    2570.88  (feet)  COMP
 AB4121  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 AB4121
 AB4121  HORZ ORDER  -  B
 AB4121  VERT ORDER  -  SECOND    CLASS I
 AB4121  ELLP ORDER  -  FOURTH    CLASS I
 AB4121
 AB4121.This mark is at Mccook Municipal Airport (MCK)
 AB4121
 AB4121.The horizontal coordinates were established by GPS observations
 AB4121.and adjusted by the National Geodetic Survey in June 1996..
 AB4121
 AB4121.The orthometric height was determined by differential leveling
 AB4121.and adjusted by the National Geodetic Survey in July 2002..
 AB4121.No vertical observational check was made to the station.
 AB4121
 AB4121.Photographs are available for this station.
 AB4121
 AB4121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4121
 AB4121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4121
 AB4121.The ellipsoidal height was determined by GPS observations
 AB4121.and is referenced to NAD 83.
 AB4121
 AB4121.The geoid height was determined by GEOID03.
 AB4121
 AB4121.The dynamic height is computed by dividing the NAVD 88
 AB4121.geopotential number by the normal gravity value computed on the
 AB4121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4121.degrees latitude (g = 980.6199 gals.).
 AB4121
 AB4121.The modeled gravity was interpolated from observed gravity values.
 AB4121
 AB4121;                    North         East     Units Scale Factor Converg.
 AB4121;SPC NE       -    41,796.976   449,342.442   MT  0.99991237   -0 23 39.7
 AB4121;UTM  14      - 4,452,085.417   364,255.016   MT  0.99982683   -1 01 47.6
 AB4121
 AB4121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4121!SPC NE       -   0.99988077  x   0.99991237  =   0.99979315
 AB4121!UTM  14      -   0.99988077  x   0.99982683  =   0.99970762
 AB4121
 AB4121:                Primary Azimuth Mark                     Grid Az
 AB4121:SPC NE       -  ARP MCK                                  121 20 42.6
 AB4121:UTM  14      -  ARP MCK                                  121 58 50.5
 AB4121
 AB4121|---------------------------------------------------------------------|
 AB4121| PID    Reference Object                     Distance      Geod. Az  |
 AB4121|                                                           dddmmss.s |
 AB4121| LJ0524 ARP MCK                             459.796 METERS 1205702.9 |
 AB4121| AB4165 MAC B 2                             427.751 METERS 3183954.3 |
 AB4121|---------------------------------------------------------------------|
 AB4121
 AB4121                          SUPERSEDED SURVEY CONTROL
 AB4121
 AB4121  ELLIP H (06/25/96)  760.18   (m)                       GP(       ) 1 1
 AB4121  NAVD 88 (05/18/00)  784.12   (m)         2572.6    (f) LEVELING    3  
 AB4121
 AB4121.Superseded values are not recommended for survey control.
 AB4121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4121.See file dsdata.txt to determine how the superseded data were derived.
 AB4121
 AB4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6425552085(NAD 83)
 AB4121_MARKER: F = FLANGE-ENCASED ROD
 AB4121_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4121_STAMPING: MCK A 1995
 AB4121_MARK LOGO: NGS   
 AB4121_PROJECTION: FLUSH
 AB4121_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4121+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 AB4121_ROD/PIPE-DEPTH: 19.5 meters
 AB4121_SLEEVE-DEPTH  : 1.0 meters
 AB4121
 AB4121  HISTORY     - Date     Condition        Report By
 AB4121  HISTORY     - 1995     MONUMENTED       NGS
 AB4121  HISTORY     - 19970803 GOOD             NGS
 AB4121  HISTORY     - 19991103 GOOD             NGS
 AB4121  HISTORY     - 20000501 GOOD             NGS
 AB4121  HISTORY     - 20011119 GOOD             NGS
 AB4121  HISTORY     - 20021015 GOOD             NGS
 AB4121
 AB4121                          STATION DESCRIPTION
 AB4121
 AB4121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4121'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST-SOUTHWEST OF
 AB4121'INDIANOLA, 1.8 MI (2.9 KM) EAST OF MCCOOK AND AT THE MCCOOK MUNICIPAL
 AB4121'AIRPORT.  OWNERSHIP--CITY OF MCCOOK, BOX 1059, MCCOOK NE 69001.
 AB4121'AIRPORT MANAGER IS JOHN CARTER, PHONE (308) 345-2022.  TO REACH THE
 AB4121'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6/34 AND 83 SOUTH ON THE
 AB4121'EAST SIDE OF MCCOOK, GO EAST ON U.S. HIGHWAY 6/34 FOR 0.8 MI (1.3 KM)
 AB4121'TO AIRPORT DRIVE ON THE LEFT, TURN LEFT AND GO EAST-NORTHEAST
 AB4121'FOLLOWING AIRPORT DRIVE FOR 0.8 MI (1.3 KM) TO A LOCKED GATE ON THE
 AB4121'SOUTHWEST SIDE OF THE AIRPORT TERMINAL BUILDING (AIRPORT PERSONNEL
 AB4121'INSIDE TERMINAL BUILDING HAVE THE KEY FOR GATE), GO SOUTHEAST ACROSS
 AB4121'APRON FOR 0.1 MI (0.2 KM), TURN LEFT ON TAXIWAY AND GO EAST-NORTHEAST
 AB4121'0.1 MI (0.2 KM) TO A PERPENDICULAR TAXIWAY ON THE RIGHT AND THE
 AB4121'STATION ON THE LEFT IN LINE WITH THE EXTENDED CENTER OF THE
 AB4121'PERPENDICULAR TAXIWAY.  THE STATION IS 237.4 FT (72.4 M) NORTHEAST OF
 AB4121'THE NORTHEAST EDGE OF THE MAIN APRON, 228.0 FT (69.5 M) EAST-NORTHEAST
 AB4121'OF THE NORTHWEST END OF A TAXIWAY IDENTIFIER SIGN, 130.0 FT (39.6 M)
 AB4121'NORTHWEST OF THE TAXIWAY CENTER, 92.3 FT (28.1 M) NORTHWEST OF THE
 AB4121'NORTHWEST END OF A TAXIWAY IDENTIFIER SIGN AND 1.0 FT (0.3 M)
 AB4121'SOUTHEAST OF A WITNESS POST.  NOTE--THIS STATION WAS USED AS AN AREA
 AB4121'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4121
 AB4121                          STATION RECOVERY (1997)
 AB4121
 AB4121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4121'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE AIRPORT
 AB4121'MANAGER IS DAN DEAN.  PHONE NUMBER 308-345-2022.
 AB4121
 AB4121                          STATION RECOVERY (1999)
 AB4121
 AB4121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AB4121'1.3 KM (0.80 MI) EASTERLY ALONG U.S.  HIGHWAY 34 FROM THE EAST
 AB4121'JUNCTION OF U.S.  HIGHWAY 83 IN MCCOOK, THENCE 1.3 KM (0.80 MI)
 AB4121'NORTHERLY ALONG AIRPORT ROAD TO A GATE AT THE SOUTHWEST CORNER OF THE
 AB4121'TERMINAL, THENCE 0.1 KM (0.05 MI) EASTERLY ACROSS AN APRON, THENCE 0.1
 AB4121'KM (0.05 MI) NORTHEASTERLY ALONG A TAXIWAY, 39.6 M (129.9 FT)
 AB4121'NORTHWEST OF THE TAXIWAY CENTERLINE, 28.4 M (93.2 FT) NORTHWEST OF THE
 AB4121'NORTHWEST END OF A TAXIWAY SIGN (21-30) , 1.0 M (3.3 FT) ABOVE THE
 AB4121'LEVEL OF THE TAXIWAY, AND ON THE EXTENDED CENTER OF A TAXIWAY LEADING
 AB4121'SOUTHEAST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AB4121'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AB4121'MARK.  THE MONUMENT IS ON PROPERTY OWNED BY THE CITY OF MCCOOK, P.O.
 AB4121'BOX 1059, MCCOOK, NE 69001, TELEPHONE NUMBER (308) 345-2022.  THE
 AB4121'MONUMENT IS A CANDIDATE FOR A FEDERAL BASE NETWORK CONTROL STATION AND
 AB4121'IS A PRIMARY AIRPORT CONTROL STATION.
 AB4121
 AB4121                          STATION RECOVERY (2000)
 AB4121
 AB4121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 AB4121'THE STATION IS LOCATED IN MCCOOK AT THE MCCOOK MUNICIPAL AIRPORT NEAR
 AB4121'THE INTERSECTIONS OF TAXIWAY BRAVO AND CHARLIE.  OWNERSHIP-- CITY OF
 AB4121'MCCOOK, P.O. BOX 1059, MCCOOK, NE 69001.  MANAGER IS MARTY CONROY,
 AB4121'PHONE 308-345-2022 OR SHIRLEY WHEELBARGER AT THE AIRPORT PHONE
 AB4121'308-345-2576.
 AB4121'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6/34 AND STATE
 AB4121'HIGHWAY 83 SOUTH ON THE EAST SIDE OF MCCOOK GO EAST ON HIGHWAY 6/34
 AB4121'FOR 0.8 MI (1.3 KM) TO AIRPORT DRIVE ON THE LEFT.  TURN LEFT ON THE
 AB4121'DRIVE FOR 0.8 MI (1.3 KM) TO A LOCKED GATE ON THE SOUTHWEST SIDE OF
 AB4121'THE AIRPORT TERMINAL BUILDING.  (CONTACT SHIRLEY WHEELBARGER FOR KEY).
 AB4121'GO SOUTHEAST ACROSS APRON FOR 0.1 MI (0.2 KM) TO TAXIWAY B (BRAVO),
 AB4121'TURN LEFT ON TAXIWAY FOR 0.05 MI (0.08 KM) EAST TO A CONNECTING
 AB4121'TAXIWAY C (CHARLIE) ON THE RIGHT AND THE STATION ON THE LEFT ON A HIGH
 AB4121'POINT IN LINE WITH THE EXTENDED CENTER OF TAXI CHARLIE.  THE STATION
 AB4121'IS 237.4 FT (72.4 M) EAST OF THE NORTHEAST EDGE OF APRON, 228 FT (69.5
 AB4121'M) EAST OF THE NORTHWEST END OF A TAXIWAY IDENTIFIER SIGN, 130 FT
 AB4121'(39.6 M) NORTHWEST OF THE TAXIWAY CENTER LINE (BRAVO), 92.3 FT (28.1
 AB4121'M) NORTHWEST OF THE NORTHWEST END OF A RUNWAY IDENTIFIER SIGN (21-30),
 AB4121'AND 1.0 FT SOUTHEAST OF A WITNESS POST.
 AB4121
 AB4121                          STATION RECOVERY (2001)
 AB4121
 AB4121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (ED)
 AB4121'RECOVERED AS DESCRIBED
 AB4121'
 AB4121
 AB4121                          STATION RECOVERY (2002)
 AB4121
 AB4121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 AB4121'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS A PRIMARY AIRPORT
 AB4121'CONTROL STATION.
 AB4121'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8527 ***********************************************************************
 AJ8527  SACS        -  This is a Secondary Airport Control Station.
 AJ8527  DESIGNATION -  MCK C
 AJ8527  PID         -  AJ8527
 AJ8527  STATE/COUNTY-  NE/RED WILLOW
 AJ8527  USGS QUAD   -  MC COOK EAST (1983)
 AJ8527
 AJ8527                         *CURRENT SURVEY CONTROL
 AJ8527  ___________________________________________________________________
 AJ8527* NAD 83(1995)-  40 12 43.17492(N)    100 35 59.60865(W)     ADJUSTED  
 AJ8527* NAVD 88     -       786.10   (meters)    2579.1    (feet)  GPS OBS   
 AJ8527  ___________________________________________________________________
 AJ8527  X           -    -897,328.713 (meters)                     COMP
 AJ8527  Y           -  -4,794,883.890 (meters)                     COMP
 AJ8527  Z           -   4,096,481.498 (meters)                     COMP
 AJ8527  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AJ8527  ELLIP HEIGHT-         762.12  (meters)          (03/19/02) GPS OBS
 AJ8527  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AJ8527
 AJ8527  HORZ ORDER  -  FIRST
 AJ8527  ELLP ORDER  -  FOURTH    CLASS II
 AJ8527
 AJ8527.This mark is at Mccook Municipal Airport (MCK)
 AJ8527
 AJ8527.The horizontal coordinates were established by GPS observations
 AJ8527.and adjusted by the National Geodetic Survey in March 2002..
 AJ8527
 AJ8527.The orthometric height was determined by GPS observations and a
 AJ8527.high-resolution geoid model.
 AJ8527
 AJ8527.GPS derived orthometric heights for airport stations designated as
 AJ8527.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8527.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8527.not indicate centimeter accuracy relative to other marks which are
 AJ8527.part of the NAVD 88 network.
 AJ8527
 AJ8527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8527
 AJ8527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8527
 AJ8527.The ellipsoidal height was determined by GPS observations
 AJ8527.and is referenced to NAD 83.
 AJ8527
 AJ8527.The geoid height was determined by GEOID03.
 AJ8527
 AJ8527;                    North         East     Units Scale Factor Converg.
 AJ8527;SPC NE       -    42,221.305   448,936.696   MT  0.99991090   -0 23 51.2
 AJ8527;UTM  14      - 4,452,514.185   363,854.036   MT  0.99982818   -1 01 59.1
 AJ8527
 AJ8527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8527!SPC NE       -   0.99988046  x   0.99991090  =   0.99979137
 AJ8527!UTM  14      -   0.99988046  x   0.99982818  =   0.99970866
 AJ8527
 AJ8527                          SUPERSEDED SURVEY CONTROL
 AJ8527
 AJ8527.No superseded survey control is available for this station.
 AJ8527
 AJ8527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6385452514(NAD 83)
 AJ8527_MARKER: DD = SURVEY DISK
 AJ8527_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ8527+WITH SETTING: PAVEMENT
 AJ8527_SP_SET: CONCRETE BASE OF LIGHTED SIGN
 AJ8527_STAMPING: MCK C 2001
 AJ8527_MARK LOGO: NOS   
 AJ8527_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8527+STABILITY: SURFACE MOTION
 AJ8527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8527+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2001
 AJ8527
 AJ8527  HISTORY     - Date     Condition        Report By
 AJ8527  HISTORY     - 20011119 MONUMENTED       NGS
 AJ8527
 AJ8527                          STATION DESCRIPTION
 AJ8527
 AJ8527'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (ED)
 AJ8527'THE STATION IS LOCATED ABOUT 1.85 MI EAST OF MC COOK AND 0.65 MI NORTH
 AJ8527'OF HIGHWAY 6 AND
 AJ8527'34, AT THE MC COOK MUNICIPAL AIRPORT NEAR THE END OF RUNWAY 12 IN THE
 AJ8527'SOUTHEAST
 AJ8527'CORNER OF A LIGHTED SIGN BASE. OWNERSHIP -- CITY OF MC COOK, AIRPORT
 AJ8527'MANAGER IS MARTY
 AJ8527'CONROY, PUBLIC WORKS DIRECTOR, P.O.BOX 1059, 302 WEST FIFTH STREET, MC
 AJ8527'COOK, NE
 AJ8527'69001,308-345-2022,FAX 308-345-1461.
 AJ8527' 
 AJ8527'TO REACH FROM THE JUNCTION OF  HIGHWAY 6 , 34 AND 83 AT THE EAST END
 AJ8527'OF MC COOK BUSINESS
 AJ8527'DISTRICT, GO EAST ON HIGHWAY 6 AND 34 FOR 0.8 MI TO AIRPORT DRIVE ON
 AJ8527'THE LEFT. TURN LEFT
 AJ8527'AND GO NORTH ON AIRPORT DRIVE FOR 0.65 MI TO A PAVED ROAD ON THE RIGHT
 AJ8527'LEADING TO RED
 AJ8527'WILLOW AVIATION BUILDING. TURN RIGHT AND GO SOUTHEAST ALONG A GRAVEL
 AJ8527'ROAD BETWEEN
 AJ8527'THE RED WILLOW AIVIATION BUILDING AND A HANGAR FOR 0.05 MI TO A
 AJ8527'TAXIWAY. TURN LEFT AND GO
 AJ8527'NORTHEAST  ON THE TAXIWAY  FOR 0.15 MI TO THE TERMINAL BUILDING ON THE
 AJ8527'LEFT AND A
 AJ8527'CONNECTING TAXIWAY. TURN LEFT ON THE TAXIWAY AND GO NORTHWEST ON THE
 AJ8527'TAXIWAY FOR
 AJ8527'0.25 MI, TURN RIGHT AND GO NORTH ON TAXIWAY FOR 0.05 MI, TURN LEFT AND
 AJ8527'GO NORTHWEST FOR
 AJ8527'0.1 MI, TURN RIGHT AND GO NORTH FOR 0.01 MI TO THE STATION ON THE LEFT
 AJ8527'IN LINE WITH THE
 AJ8527'HOLD BAR.
 AJ8527' 
 AJ8527'THE STATION IS A NOS SURVEY DISK SET IN A DRILL HOLE IN A CONCRETE
 AJ8527'BASE OF A LIGHTED SIGN.
 AJ8527'THE STATION IS 99.5 FT SOUTHWEST OF A TAXIWAY LIGHT, 73.5 FT NORTHEAST
 AJ8527'OF A TAXIWAY LIGHT,
 AJ8527'26.7 FT WEST OF THE TAXIWAY CENTERLINE AND 2.5 FT EAST OF THE LIGHTED
 AJ8527'SIGN.
 AJ8527' 
 AJ8527'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8527' 
 AJ8527' 
 AJ8527'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0435 ***********************************************************************
 MM0435  DESIGNATION -  MCNEEL
 MM0435  PID         -  MM0435
 MM0435  STATE/COUNTY-  NE/LINCOLN
 MM0435  USGS QUAD   -  NORTH OF HERSHEY (1972)
 MM0435
 MM0435                         *CURRENT SURVEY CONTROL
 MM0435  ___________________________________________________________________
 MM0435* NAD 83(1995)-  41 18 39.79243(N)    100 55 30.43789(W)     ADJUSTED  
 MM0435* NAVD 88     -       997.0    (meters)    3271.     (feet)  VERTCON   
 MM0435  ___________________________________________________________________
 MM0435  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 MM0435  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 MM0435
 MM0435  HORZ ORDER  -  FIRST
 MM0435
 MM0435.The horizontal coordinates were established by classical geodetic methods
 MM0435.and adjusted by the National Geodetic Survey in August 1997..
 MM0435
 MM0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0435
 MM0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0435
 MM0435.The geoid height was determined by GEOID03.
 MM0435
 MM0435;                    North         East     Units Scale Factor Converg.
 MM0435;SPC NE       -   164,478.762   422,559.272   MT  0.99966435   -0 36 47.1
 MM0435;UTM  14      - 4,575,075.411   338,853.919   MT  0.99991959   -1 16 16.1
 MM0435
 MM0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0435!SPC NE       -   0.99984708  x   0.99966435  =   0.99951148
 MM0435!UTM  14      -   0.99984708  x   0.99991959  =   0.99976668
 MM0435
 MM0435|---------------------------------------------------------------------|
 MM0435| PID    Reference Object                     Distance      Geod. Az  |
 MM0435|                                                           dddmmss.s |
 MM0435| CN9994 MCNEEL RM 1                         105.888 METERS 14618     |
 MM0435| CN9995 MCNEEL RM 2 AZIMUTH                                2404823.0 |
 MM0435| CN9996 MCNEEL RM 3                          23.988 METERS 34156     |
 MM0435|---------------------------------------------------------------------|
 MM0435
 MM0435                          SUPERSEDED SURVEY CONTROL
 MM0435
 MM0435  NAD 83(1986)-  41 18 39.79664(N)    100 55 30.44596(W) AD(       ) 1
 MM0435  NAD 27      -  41 18 39.81400(N)    100 55 28.89900(W) AD(       ) 1
 MM0435  NGVD 29 (07/19/86)  996.6    (m)         3270.     (f) VERT ANG       
 MM0435
 MM0435.Superseded values are not recommended for survey control.
 MM0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0435.See file dsdata.txt to determine how the superseded data were derived.
 MM0435
 MM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3885475075(NAD 83)
 MM0435_MARKER: DS = TRIANGULATION STATION DISK
 MM0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0435
 MM0435  HISTORY     - Date     Condition        Report By
 MM0435  HISTORY     - 1933     MONUMENTED       CGS
 MM0435  HISTORY     - 1933     GOOD             CGS
 MM0435
 MM0435                          STATION DESCRIPTION
 MM0435
 MM0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0435'ABOUT 14 MILES NORTHWEST OF NORTH PLATTE, IN THE SAND HILLS IN
 MM0435'SOUTHWEST QUARTER SEC. 31, T. 16 N., R. 31 W., IN PASTURE
 MM0435'OWNED BY THE MC NEEL RANCH.  REACHED FROM NORTH PLATTE BY
 MM0435'U.S. ROUTE 183 NORTH 1.5 MILES TO JUNCTION WITH STATE ROUTE
 MM0435'16.  TURN LEFT AND FOLLOW U.S. ROUTE 183, 15.5 MILES TO THE
 MM0435'ROSEDALE RANCH, A STUCCO HOUSE AND LARGE CORRALS ABOUT 300
 MM0435'YARDS WEST OF HIGHWAY.  TURN WEST AND FOLLOW TRAIL JUST SOUTH
 MM0435'OF CORRALS WEST, KEEPING MAIN ROAD 3.45 MILES TO A FORK 100
 MM0435'YARDS WEST OF AN AUTO GATE.  KEEP LEFT FORK WEST 0.55 MILE TO
 MM0435'AN OLD TRAIL LEADING SQUARELY TO LEFT (SOUTH) 125 YARDS SOUTH
 MM0435'OF OLD CONCRETE TANKS AND WINDMILL TOWER.  FOLLOW THIS TRAIL
 MM0435'SOUTH 0.65 MILE TO GATE, CONTINUE SOUTH 1.2 MILE, PASS
 MM0435'WINDMILL IN GROVE ON LEFT AND CONTINUE ON TRAIL
 MM0435'SOUTH-SOUTHEAST TO A SMALL MEADOW 3.6 MILES FROM LAST
 MM0435'GATE.  THIS IS THE SECOND SMALL, SHORT GRASS MEADOW FROM
 MM0435'THE WINDMILL.  TURN LEFT UP VALLEY (NORTHEAST) AND PICK
 MM0435'WAY TO NORTH AND SOUTH FENCE, DISTANT 0.5 MILE. LET DOWN FENCE
 MM0435'AND CONTINUE EAST 70 YARDS TO STATION.  STATION IS ON HIGHEST
 MM0435'POINT OF SAND HILL ABOUT 70 YARDS EAST OF SECTION-LINE
 MM0435'FENCE.  MARK IS 4 INCHES ABOVE GROUND.
 MM0435'
 MM0435'REFERENCE MARK NO. 1 IS SOUTH BY EAST OF STATION.  REFERENCE MARK
 MM0435'NO. 2 IS WEST-SOUTHWEST OF STATION, ALONGSIDE OF TRAIL JUST
 MM0435'BEFORE TURNING NORTHEAST UP VALLEY TO STATION.
 MM0435'
 MM0435'REFERENCE MARK NO. 3 IS NORTH OF STATION.
 MM0435'
 MM0435'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MM0435'DISKS SET IN SQUARE CONCRETE POSTS.  ALL MARKS 4
 MM0435'INCHES ABOVE GROUND.
 MM0435'
 MM0435'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.12 METERS.
 MM0435
 MM0435                          STATION RECOVERY (1933)
 MM0435
 MM0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0435'ABOUT 14 MILES NORTHWEST OF NORTH PLATTE, IN THE SOUTHWEST
 MM0435'QUARTER SEC. 31, T. 16 N., R. 31 W., IN PASTURE OF THE ROSEDALE
 MM0435'RANCH.
 MM0435'
 MM0435'REACHED FROM NORTH PLATTE BY U.S. ROUTE 183 NORTH 1.5 MILES TO
 MM0435'JUNCTION WITH STATE ROUTE 16.  TURN LEFT AND FOLLOW U.S.
 MM0435'HIGHWAY 183 NORTHWEST 15.5 MILES TO THE ROSEDALE RANCH, A
 MM0435'STUCCO HOUSE, ABOUT 300 YARDS WEST OF HIGHWAY.  TURN WEST
 MM0435'AND FOLLOW TRAIL JUST SOUTH OF CORRALS, WEST, KEEPING MAIN
 MM0435'ROAD 3.45 MILES TO A FORK 100 YARDS WEST OF AN AUTO-GATE.
 MM0435'KEEP LEFT FORK WEST 0.55 MILE TO AN OLD TRAIL LEADING SQUARELY
 MM0435'TO LEFT, SOUTH, AND SOUTHEAST 4.25 MILES.  TURN LEFT,
 MM0435'NORTHEAST, AND WORK WAY UP VALLEY AND RIDGE TO TOP OF HIGHEST
 MM0435'HILL IN VICINITY, ABOUT 0.5 MILE TO STATION.  STATION
 MM0435'RECOVERED AS DESCRIBED, MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0395 ***********************************************************************
 MM0395  DESIGNATION -  MCPHERSON
 MM0395  PID         -  MM0395
 MM0395  STATE/COUNTY-  NE/LINCOLN
 MM0395  USGS QUAD   -  MAXWELL (1970)
 MM0395
 MM0395                         *CURRENT SURVEY CONTROL
 MM0395  ___________________________________________________________________
 MM0395* NAD 83(1995)-  41 00 40.94897(N)    100 33 28.59431(W)     ADJUSTED  
 MM0395* NAVD 88     -       951.     (meters)    3120.     (feet)  SCALED    
 MM0395  ___________________________________________________________________
 MM0395  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 MM0395  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 MM0395
 MM0395  HORZ ORDER  -  SECOND
 MM0395
 MM0395.The horizontal coordinates were established by classical geodetic methods
 MM0395.and adjusted by the National Geodetic Survey in August 1997..
 MM0395
 MM0395.The orthometric height was scaled from a topographic map.
 MM0395
 MM0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0395
 MM0395.The geoid height was determined by GEOID03.
 MM0395
 MM0395;                    North         East     Units Scale Factor Converg.
 MM0395;SPC NE       -   130,945.135   453,080.058   MT  0.99969559   -0 22 11.1
 MM0395;UTM  14      - 4,541,188.690   368,994.874   MT  0.99981123   -1 01 20.9
 MM0395
 MM0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0395!SPC NE       -   0.99985434  x   0.99969559  =   0.99954998
 MM0395!UTM  14      -   0.99985434  x   0.99981123  =   0.99966560
 MM0395
 MM0395:                Primary Azimuth Mark                     Grid Az
 MM0395:SPC NE       -  BRADY MUNICIPAL TANK                     085 51 22.8
 MM0395:UTM  14      -  BRADY MUNICIPAL TANK                     086 30 32.6
 MM0395
 MM0395|---------------------------------------------------------------------|
 MM0395| PID    Reference Object                     Distance      Geod. Az  |
 MM0395|                                                           dddmmss.s |
 MM0395| MM0375 BRADY MUNICIPAL TANK                APPROX.16.5 KM 0852911.7 |
 MM0395| CN9998 MCPHERSON RM 1                       15.520 METERS 10455     |
 MM0395| CN9999 MCPHERSON RM 2                       13.801 METERS 17736     |
 MM0395| CN9997 MCPHERSON AZ MK                                    1841357.6 |
 MM0395|---------------------------------------------------------------------|
 MM0395
 MM0395                          SUPERSEDED SURVEY CONTROL
 MM0395
 MM0395  NAD 83(1986)-  41 00 40.95398(N)    100 33 28.60133(W) AD(       ) 2
 MM0395  NAD 27      -  41 00 40.93973(N)    100 33 27.10687(W) AD(       ) 2
 MM0395
 MM0395.Superseded values are not recommended for survey control.
 MM0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0395.See file dsdata.txt to determine how the superseded data were derived.
 MM0395
 MM0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6899541189(NAD 83)
 MM0395_MARKER: DS = TRIANGULATION STATION DISK
 MM0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0395
 MM0395  HISTORY     - Date     Condition        Report By
 MM0395  HISTORY     - 1951     MONUMENTED       CGS
 MM0395
 MM0395                          STATION DESCRIPTION
 MM0395
 MM0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0395'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHWEST OF
 MM0395'MAXWELL ON THE HIGHEST POINT AND ON THE NORTH END OF A PROMINENT
 MM0395'FLAT TOPPED RIDGE, 15 FEET NORTHEAST OF A FENCE CORNER AND 3
 MM0395'FEET SOUTHEAST OF A WITNESS POST.  IT IS STAMPED MC PHERSON 1951
 MM0395'AND PROJECTS 4 INCHES.
 MM0395'
 MM0395'REFERENCE MARK NO. 1 IS 48 FEET EAST OF A FENCE CORNER, 1 FOOT
 MM0395'NORTH OF AN EAST-WEST FENCE LINE AND IS ABOUT 2 FEET LOWER IN
 MM0395'ELEVATION THAN THE STATION.  IT IS STAMPED MC PHERSON NO 1 1951
 MM0395'AND PROJECTS 3 INCHES.
 MM0395'
 MM0395'REFERENCE MARK NO. 2 IS NEAR THE NORTHWEST CORNER OF A CULTIVATED
 MM0395'FIELD, 24 FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF A
 MM0395'NORTH-SOUTH FENCE LINE.  IT IS STAMPED MC PHERSON NO 2 1951 AND
 MM0395'PROJECTS 4 INCHES.
 MM0395'
 MM0395'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 57.18 FEET.
 MM0395'
 MM0395'THE AZIMUTH MARK IS IN THE SOUTH EDGE OF A CULTIVATED FIELD,
 MM0395'15 FEET EAST OF THE EAST END OF A WIRE GATE, 2 FEET NORTHWEST
 MM0395'OF A FENCE CORNER AND 1 FOOT WEST OF A WITNESS POST.  IT IS
 MM0395'STAMPED MC PHERSON 1951 AND PROJECTS 4 INCHES.
 MM0395'
 MM0395'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD STATION
 MM0395'IN MAXWELL, GO SOUTH ON STATE HIGHWAY 107 FOR 3.3 MILES TO
 MM0395'A T ROAD RIGHT, TURN RIGHT AND GO WEST AND NORTHWEST ON GRAVELED
 MM0395'ROAD FOR 2.7 MILES TO A T INTERSECTION.  TURN LEFT AND GO
 MM0395'SOUTH FOR 1.6 MILES TO A FORK, TAKE LEFT FORK AND CONTINUE
 MM0395'SOUTH FOR 1.0 MILE TO A DRIVEWAY INTO FARMYARD ON LEFT, TURN
 MM0395'LEFT INTO DRIVEWAY AND GO EAST FOR 0.25 MILE TO TWO GATES
 MM0395'IN BARNYARD, PASS THROUGH GATES AND CONTINUE EAST AND NORTH ON
 MM0395'DIRT ROAD UP STEEP HILL FOR 0.3 MILE TO A GATE IN EAST-WEST
 MM0395'FENCE LINE AT TOP OF HILL AND AZIMUTH MARK ON RIGHT AS
 MM0395'DESCRIBED.  CONTINUE NORTH ALONG WEST SIDE OF FIELD FOR 0.7 MILE
 MM0395'TO A FENCE CORNER AND STATION JUST NORTHEAST AS
 MM0395'DESCRIBED.
 MM0395'
 MM0395'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2015 ***********************************************************************
 MK2015  DESIGNATION -  MEAD ALMA LUTH CH SPIRE
 MK2015  PID         -  MK2015
 MK2015  STATE/COUNTY-  NE/SAUNDERS
 MK2015  USGS QUAD   -  MEAD (1981)
 MK2015
 MK2015                         *CURRENT SURVEY CONTROL
 MK2015  ___________________________________________________________________
 MK2015* NAD 83(1995)-  41 13 32.01849(N)    096 29 27.25050(W)     ADJUSTED  
 MK2015* NAVD 88     -                                                        
 MK2015  ___________________________________________________________________
 MK2015  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 MK2015  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 MK2015
 MK2015  HORZ ORDER  -  THIRD
 MK2015
 MK2015.The horizontal coordinates were established by classical geodetic methods
 MK2015.and adjusted by the National Geodetic Survey in August 1997..
 MK2015
 MK2015
 MK2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2015
 MK2015.The geoid height was determined by GEOID03.
 MK2015
 MK2015;                    North         East     Units Scale Factor Converg.
 MK2015;SPC NE       -   160,541.028   794,052.041   MT  0.99967050   +2 19 31.7
 MK2015;UTM  14      - 4,566,832.702   710,306.838   MT  1.00014436   +1 39 15.0
 MK2015
 MK2015                          SUPERSEDED SURVEY CONTROL
 MK2015
 MK2015  NAD 83(1986)-  41 13 32.02929(N)    096 29 27.25302(W) AD(       ) 4
 MK2015  NAD 27      -  41 13 32.02088(N)    096 29 26.15676(W) AD(       ) 3
 MK2015
 MK2015.Superseded values are not recommended for survey control.
 MK2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2015.See file dsdata.txt to determine how the superseded data were derived.
 MK2015
 MK2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1030766833(NAD 83)
 MK2015_MARKER: 90 = CHURCH SPIRE
 MK2015
 MK2015  HISTORY     - Date     Condition        Report By
 MK2015  HISTORY     - 1961     FIRST OBSERVED   CGS
 MK2015  HISTORY     - 20040603 GOOD             USPSQD
 MK2015
 MK2015                          STATION DESCRIPTION
 MK2015
 MK2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 MK2015'THE STATION IS THE SPIRE, WITH CROSS, PROJECTING ABOVE THE CONICAL
 MK2015'ROOF OF THE ALMA LUTHERAN CHURCH BUILDING.  IT IS SITUATED IN
 MK2015'THE SOUTH RESIDENTIAL DISTRICT OF THE SMALL VILLAGE OF MEAD.
 MK2015
 MK2015                          STATION RECOVERY (2004)
 MK2015
 MK2015'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK2015'STATION FOUND GOOD. CHURCH IS SOUTH OF FIFTH STREET AND WEST OF ELM
 MK2015'STREET IN THE SOUTHWEST CORNER OF THE INTERSECTION. CHURCH IS NOW THE
 MK2015'MEAD ALMA EVANGELICAL LUTHERAN CHURCH. CHURCH HAS WHITE SIDING, A RED
 MK2015'SHINGLED ROOF, WHITE BELFREY, RED SHINGLED SPIRE WITH A GOLD CROSS AT
 MK2015'THE TOP OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2017 ***********************************************************************
 MK2017  DESIGNATION -  MEAD MUNICIPAL TANK
 MK2017  PID         -  MK2017
 MK2017  STATE/COUNTY-  NE/SAUNDERS
 MK2017  USGS QUAD   -  MEAD (1981)
 MK2017
 MK2017                         *CURRENT SURVEY CONTROL
 MK2017  ___________________________________________________________________
 MK2017* NAD 83(1995)-  41 13 35.00897(N)    096 29 13.27332(W)     ADJUSTED  
 MK2017* NAVD 88     -                                                        
 MK2017  ___________________________________________________________________
 MK2017  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 MK2017  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 MK2017
 MK2017  HORZ ORDER  -  THIRD
 MK2017
 MK2017.The horizontal coordinates were established by classical geodetic methods
 MK2017.and adjusted by the National Geodetic Survey in August 1997..
 MK2017
 MK2017
 MK2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2017
 MK2017.The geoid height was determined by GEOID03.
 MK2017
 MK2017;                    North         East     Units Scale Factor Converg.
 MK2017;SPC NE       -   160,646.389   794,373.462   MT  0.99967043   +2 19 40.9
 MK2017;UTM  14      - 4,566,934.338   710,629.625   MT  1.00014603   +1 39 24.3
 MK2017
 MK2017                          SUPERSEDED SURVEY CONTROL
 MK2017
 MK2017  NAD 83(1986)-  41 13 35.01973(N)    096 29 13.27578(W) AD(       ) 4
 MK2017  NAD 27      -  41 13 35.01228(N)    096 29 12.18037(W) AD(       ) 3
 MK2017
 MK2017.Superseded values are not recommended for survey control.
 MK2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2017.See file dsdata.txt to determine how the superseded data were derived.
 MK2017
 MK2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1063066934(NAD 83)
 MK2017_MARKER: 53 = ELEVATED TANK
 MK2017
 MK2017  HISTORY     - Date     Condition        Report By
 MK2017  HISTORY     - 1959     FIRST OBSERVED   CGS
 MK2017  HISTORY     - 20040603 GOOD             USPSQD
 MK2017
 MK2017                          STATION DESCRIPTION
 MK2017
 MK2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK2017'THE STATION IS LOCATED NEAR THE EAST EDGE OF THE SMALL VILLAGE
 MK2017'OF MEAD.  IT IS 115 FEET SOUTH OF AN EAST-WEST STREET AND 36 FEET
 MK2017'EAST OF AN ALLEY.
 MK2017'
 MK2017'IT IS CYLINDRICAL TANK WITH A CONICAL SHAPED ROOF WHICH IS
 MK2017'SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.  IT IS PAINTED SILVER
 MK2017'IN COLOR AND IS 125 FEET IN HEIGHT.
 MK2017'
 MK2017'THE BALL AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
 MK2017
 MK2017                          STATION RECOVERY (2004)
 MK2017
 MK2017'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK2017'STATION FOUND GOOD. THE EAST-WEST STREET IN THE 1959 DESCRIPTION IS
 MK2017'FOURTH STREET. TANK IS NORTH OF FIFTH STREET, SOUTH OF FOURTH STREET,
 MK2017'EAST OF CEDAR STREET AND WEST OF SPRUCE ST. IN THE NORTHEAST QUADRANT
 MK2017'OF THE BLOCK. THE LEGS OF THE STRUCTURE ARE NOW BLACK, TANK REMAINS
 MK2017'SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0796 ***********************************************************************
 NN0796  DESIGNATION -  MEADVILLE
 NN0796  PID         -  NN0796
 NN0796  STATE/COUNTY-  NE/KEYA PAHA
 NN0796  USGS QUAD   -  MEADVILLE (1950)
 NN0796
 NN0796                         *CURRENT SURVEY CONTROL
 NN0796  ___________________________________________________________________
 NN0796* NAD 83(1995)-  42 47 03.25950(N)    099 49 24.96604(W)     ADJUSTED  
 NN0796* NAVD 88     -       748.     (meters)    2454.     (feet)  SCALED    
 NN0796  ___________________________________________________________________
 NN0796  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 NN0796  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 NN0796
 NN0796  HORZ ORDER  -  SECOND
 NN0796
 NN0796.The horizontal coordinates were established by classical geodetic methods
 NN0796.and adjusted by the National Geodetic Survey in August 1997..
 NN0796
 NN0796.The orthometric height was scaled from a topographic map.
 NN0796
 NN0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0796
 NN0796.The geoid height was determined by GEOID03.
 NN0796
 NN0796;                    North         East     Units Scale Factor Converg.
 NN0796;SPC NE       -   327,668.038   514,432.581   MT  0.99990821   +0 07 00.8
 NN0796;UTM  14      - 4,737,184.209   432,634.991   MT  0.99965583   -0 33 34.0
 NN0796
 NN0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0796!SPC NE       -   0.99988631  x   0.99990821  =   0.99979453
 NN0796!UTM  14      -   0.99988631  x   0.99965583  =   0.99954218
 NN0796
 NN0796:                Primary Azimuth Mark                     Grid Az
 NN0796:SPC NE       -  MEADVILLE AZ MK                          012 04 09.8
 NN0796:UTM  14      -  MEADVILLE AZ MK                          012 44 44.6
 NN0796
 NN0796|---------------------------------------------------------------------|
 NN0796| PID    Reference Object                     Distance      Geod. Az  |
 NN0796|                                                           dddmmss.s |
 NN0796| CO3224 MEADVILLE AZ MK                                    0121110.6 |
 NN0796| CO3225 MEADVILLE RM 1                       14.660 METERS 08904     |
 NN0796| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.26.3 KM 1873911.3 |
 NN0796| CO3226 MEADVILLE RM 2                        9.134 METERS 26911     |
 NN0796|---------------------------------------------------------------------|
 NN0796
 NN0796                          SUPERSEDED SURVEY CONTROL
 NN0796
 NN0796  NAD 83(1986)-  42 47 03.26640(N)    099 49 24.97811(W) AD(       ) 2
 NN0796  NAD 27      -  42 47 03.27800(N)    099 49 23.55700(W) AD(       ) 2
 NN0796
 NN0796.Superseded values are not recommended for survey control.
 NN0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0796.See file dsdata.txt to determine how the superseded data were derived.
 NN0796
 NN0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3263537184(NAD 83)
 NN0796_MARKER: DS = TRIANGULATION STATION DISK
 NN0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0796
 NN0796  HISTORY     - Date     Condition        Report By
 NN0796  HISTORY     - 1949     MONUMENTED       CGS
 NN0796
 NN0796                          STATION DESCRIPTION
 NN0796
 NN0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0796'THE STATION IS LOCATED ABOUT 17.0 MILES NORTH-NORTHEAST OF
 NN0796'AINSWORTH, ABOUT 2.75 MILES SOUTH OF SPRINGVIEW AND ABOUT
 NN0796'2.5 MILES NORTH-NORTHEAST OF THE MEADVILLE STORE AND POST
 NN0796'OFFICE.  IT IS 40.0 FEET SOUTH OF THE CENTER OF STATE ROUTE
 NN0796'NO. 7 AND 3.0 FEET NORTH OF A FENCE.  IT PROJECTS 3 INCHES
 NN0796'AND IS STAMPED MEADVILLE 1949.
 NN0796'
 NN0796'REFERENCE MARK NO. 1 IS 55.0 FEET SOUTH OF THE CENTER OF STATE
 NN0796'ROUTE NO. 7, 35.0 FEET WEST OF A FENCE CORNER AND 4.0 FEET
 NN0796'NORTH OF A FENCE.  IT IS ABOUT 1.5 FEET BELOW THE ELEVATION
 NN0796'OF THE STATION, IS FLUSH WITH THE TOP OF THE GROUND AND IS
 NN0796'STAMPED MEADVILLE NO 1 1949
 NN0796'
 NN0796'REFERENCE MARK NO. 2 IS 35.0 FEET SOUTH OF THE CENTER OF
 NN0796'STATE ROUTE NO. 7 AND 4.0 FEET NORTH OF A FENCE.  IT PROJECTS
 NN0796'2 INCHES AND IS STAMPED MEADVILLE NO 2 1949.
 NN0796'
 NN0796'THE AZIMUTH MARK IS LOCATED DIRECTLY UNDER A NORTH-SOUTH
 NN0796'FENCE AND 29.5 FEET EAST OF THE CENTER OF STATE ROUTE NO. 7.
 NN0796'IT PROJECTS 3 INCHES AND IS STAMPED MEADVILLE 1949.
 NN0796'
 NN0796'TO REACH THE STATION FROM THE MEADVILLE STORE AND POST OFFICE,
 NN0796'GO NORTH-NORTHEAST ON STATE ROUTE NO. 7 FOR 3.0 MILES TO TOP
 NN0796'OF A RISE AND THE STATION ON THE RIGHT AS DESCRIBED.
 NN0796'
 NN0796'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 NN0796'STATE ROUTE NO. 7 FOR 1.0 MILE TO A POINT JUST NORTH OF A
 NN0796'CURVE IN THE HIGHWAY AND THE AZIMUTH MARK ON THE RIGHT AS
 NN0796'DESCRIBED.
 NN0796'
 NN0796'A 74 FOOT SIGNAL AT STATION PAT IS VISIBLE AT 4 FEET.
 NN0796'
 NN0796'A 74 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 4 FEET.
 NN0796'
 NN0796'A 74 FOOT SIGNAL AT STATION HIGHLAND IS VISIBLE AT 4 FEET.
 NN0796'
 NN0796'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0425 ***********************************************************************
 LJ0425  DESIGNATION -  MEDICINE
 LJ0425  PID         -  LJ0425
 LJ0425  STATE/COUNTY-  NE/FRONTIER
 LJ0425  USGS QUAD   -  MEDICINE CREEK DAM (1956)
 LJ0425
 LJ0425                         *CURRENT SURVEY CONTROL
 LJ0425  ___________________________________________________________________
 LJ0425* NAD 83(1995)-  40 22 34.31998(N)    100 13 55.78828(W)     ADJUSTED  
 LJ0425* NAVD 88     -       737.87   (+/-2cm)    2420.8    (feet)  VERTCON   
 LJ0425  ___________________________________________________________________
 LJ0425  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 LJ0425  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 LJ0425
 LJ0425  HORZ ORDER  -  THIRD
 LJ0425  VERT ORDER  -  THIRD ? (See Below)
 LJ0425
 LJ0425.The horizontal coordinates were established by classical geodetic methods
 LJ0425.and adjusted by the National Geodetic Survey in August 1997..
 LJ0425
 LJ0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0425.The vertical order pertains to the NGVD 29 superseded value.
 LJ0425
 LJ0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0425
 LJ0425.The geoid height was determined by GEOID03.
 LJ0425
 LJ0425;                    North         East     Units Scale Factor Converg.
 LJ0425;SPC NE       -    60,302.027   480,286.856   MT  0.99985107   -0 09 13.9
 LJ0425;UTM  14      - 4,470,241.755   395,401.048   MT  0.99973468   -0 47 53.8
 LJ0425
 LJ0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0425!SPC NE       -   0.99988805  x   0.99985107  =   0.99973913
 LJ0425!UTM  14      -   0.99988805  x   0.99973468  =   0.99962276
 LJ0425
 LJ0425:                Primary Azimuth Mark                     Grid Az
 LJ0425:SPC NE       -  MEDICINE AZ MK                           088 58 52.3
 LJ0425:UTM  14      -  MEDICINE AZ MK                           089 37 32.2
 LJ0425
 LJ0425|---------------------------------------------------------------------|
 LJ0425| PID    Reference Object                     Distance      Geod. Az  |
 LJ0425|                                                           dddmmss.s |
 LJ0425| CO1773 MEDICINE AZ MK                                     0884938.4 |
 LJ0425| CO1774 MEDICINE RM 1                        21.385 METERS 09658     |
 LJ0425| CO1775 MEDICINE RM 2                        17.807 METERS 18514     |
 LJ0425|---------------------------------------------------------------------|
 LJ0425
 LJ0425                          SUPERSEDED SURVEY CONTROL
 LJ0425
 LJ0425  NAD 83(1986)-  40 22 34.32483(N)    100 13 55.79207(W) AD(       ) 3
 LJ0425  NAD 27      -  40 22 34.29618(N)    100 13 54.29156(W) AD(       ) 3
 LJ0425  NGVD 29 (07/19/86)  737.56   (m)         2419.8    (f) LEVELING    3  
 LJ0425
 LJ0425.Superseded values are not recommended for survey control.
 LJ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0425.See file dsdata.txt to determine how the superseded data were derived.
 LJ0425
 LJ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK9540170242(NAD 83)
 LJ0425_MARKER: DD = SURVEY DISK
 LJ0425_SETTING: 0 = UNSPECIFIED SETTING
 LJ0425
 LJ0425  HISTORY     - Date     Condition        Report By
 LJ0425  HISTORY     - 1951     MONUMENTED       BOR
 LJ0425
 LJ0425                          STATION DESCRIPTION
 LJ0425
 LJ0425'DESCRIBED BY US BUREAU OF RECLAMATION 1951 (RLE)
 LJ0425'THE STATION IS LOCATED ABOUT 9.5 MILES NORTHEAST OF BARTLEY
 LJ0425'AND 7 MILES NORTH-NORTHWEST OF CAMBRIDGE.  IT IS JUST WEST OF
 LJ0425'THE WEST END OF THE MEDICINE CREEK DAM, 150 FEET WEST-SOUTHWEST
 LJ0425'OF THE CENTER OF A ROAD CURVE, 9 FEET SOUTH OF A WHITE POST,
 LJ0425'9 FEET NORTH OF A WHITE POST AND 5 FEET EAST OF A NORTH-SOUTH
 LJ0425'FENCE LINE.
 LJ0425'
 LJ0425'A U.S. BUREAU OF RECLAMATION MARK WAS USED FOR THE STATION.
 LJ0425'IT IS A BUREAU OF RECLAMATION BENCH MARK RIVETED ON THE TOP
 LJ0425'OF A 2 INCH IRON PIPE AND IS SET IN AN 8 INCH SQUARE CONCRETE
 LJ0425'POST.  THE MARK HAS NO STAMPING ON IT AND PROJECTS 4 INCHES.
 LJ0425'
 LJ0425'REFERENCE MARK NO. 1 IS 100 FEET SOUTHWEST OF THE CENTER
 LJ0425'OF AN EAST-WEST GRAVELED ROAD AND JUST WEST OF A POWER LINE
 LJ0425'POLE.  IT IS STAMPED MEDICINE USBR NO 1 1951 AND PROJECTS
 LJ0425'4 INCHES.
 LJ0425'
 LJ0425'REFERENCE MARK NO. 2 IS JUST EAST OF A NORTH-SOUTH FENCE
 LJ0425'LINE.  IT IS STAMPED MEDICINE USBR NO 2 1951 AND PROJECTS
 LJ0425'3 INCHES.
 LJ0425'
 LJ0425'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0425'NO. 2 IS 89.9 FEET.
 LJ0425'
 LJ0425'THE AZIMUTH MARK IS LOCATED 100 FEET SOUTHWEST OF THE CENTER
 LJ0425'OF THE DRIVEWAY TO THE CARETAKERS HOUSE AND 1 FOOT NORTH OF A
 LJ0425'POWER LINE POLE.  IT IS STAMPED MEDICINE USBR 1951 AND PROJECTS
 LJ0425'5 INCHES.
 LJ0425'
 LJ0425'TO REACH THE STATION FROM THE POST OFFICE IN CAMBRIDGE, GO
 LJ0425'WEST TO THE FIRST CROSS-STREET.  TURN LEFT AND GO SOUTH
 LJ0425'FOR 0.05 MILE TO U.S. HIGHWAYS 6 AND 34, TURN RIGHT AND
 LJ0425'GO WESTERLY ON U.S. HIGHWAYS 6 AND 34 FOR 2.55 MILES TO A
 LJ0425'T ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON A GRAVELED
 LJ0425'ROAD FOR 7.7 MILES TO A T ROAD LEFT, TURN LEFT AND GO WESTERLY
 LJ0425'FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 LJ0425'WESTERLY ACROSS THE DAM FOR 1.0 MILE TO A DRIVEWAY ON THE
 LJ0425'LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE WEST FOR
 LJ0425'0.35 MILE TO THE POINT WHERE THE ROAD CURVES TO THE NORTH
 LJ0425'AND THE STATION IS ON THE LEFT AS DESCRIBED.
 LJ0425'
 LJ0425'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0460 ***********************************************************************
 NO0460  DESIGNATION -  MEDICINE
 NO0460  PID         -  NO0460
 NO0460  STATE/COUNTY-  NE/CHERRY
 NO0460  USGS QUAD   -  HEATH VALLEY (1985)
 NO0460
 NO0460                         *CURRENT SURVEY CONTROL
 NO0460  ___________________________________________________________________
 NO0460* NAD 83(1995)-  42 44 01.31989(N)    101 20 58.96588(W)     ADJUSTED  
 NO0460* NAVD 88     -      1015.     (meters)    3330.     (feet)  SCALED    
 NO0460  ___________________________________________________________________
 NO0460  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 NO0460  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 NO0460
 NO0460  HORZ ORDER  -  SECOND
 NO0460
 NO0460.The horizontal coordinates were established by classical geodetic methods
 NO0460.and adjusted by the National Geodetic Survey in August 1997..
 NO0460
 NO0460.The orthometric height was scaled from a topographic map.
 NO0460
 NO0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0460
 NO0460.The geoid height was determined by GEOID03.
 NO0460
 NO0460;                    North         East     Units Scale Factor Converg.
 NO0460;SPC NE       -   322,902.273   389,485.804   MT  0.99988880   -0 53 40.0
 NO0460;UTM  14      - 4,733,920.588   307,649.417   MT  1.00005521   -1 35 41.9
 NO0460
 NO0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0460!SPC NE       -   0.99984390  x   0.99988880  =   0.99973272
 NO0460!UTM  14      -   0.99984390  x   1.00005521  =   0.99989910
 NO0460
 NO0460:                Primary Azimuth Mark                     Grid Az
 NO0460:SPC NE       -  TT 41 ANK                                060 30 06.7
 NO0460:UTM  14      -  TT 41 ANK                                061 12 08.6
 NO0460
 NO0460|---------------------------------------------------------------------|
 NO0460| PID    Reference Object                     Distance      Geod. Az  |
 NO0460|                                                           dddmmss.s |
 NO0460| CQ4278 TT 41 ANK                                          0593626.7 |
 NO0460| CP9953 MEDICINE RM 1                        33.137 METERS 12957     |
 NO0460| CP9954 MEDICINE RM 2                        17.890 METERS 32010     |
 NO0460|---------------------------------------------------------------------|
 NO0460
 NO0460                          SUPERSEDED SURVEY CONTROL
 NO0460
 NO0460  NAD 83(1986)-  42 44 01.31607(N)    101 20 58.97341(W) AD(       ) 2
 NO0460  NAD 27      -  42 44 01.31600(N)    101 20 57.43400(W) AD(       ) 2
 NO0460
 NO0460.Superseded values are not recommended for survey control.
 NO0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0460.See file dsdata.txt to determine how the superseded data were derived.
 NO0460
 NO0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN0764933921(NAD 83)
 NO0460_MARKER: DD = SURVEY DISK
 NO0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0460
 NO0460  HISTORY     - Date     Condition        Report By
 NO0460  HISTORY     - 1949     MONUMENTED       USGS
 NO0460
 NO0460                          STATION DESCRIPTION
 NO0460
 NO0460'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NO0460'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SAND RIDGE,
 NO0460'(THE HIGHEST RIDGE IN THE IMMEDIATE VICINITY) ABOUT 16 MILES
 NO0460'SOUTH-SOUTHWEST OF CODY, AND 4 FEET NORTHWEST OF A WITNESS POST.
 NO0460'IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED MEDICNE
 NO0460'1948, THAT IS SET FLUSH IN A 10-INCH SQUARE BLOCK OF CONCRETE
 NO0460'WHICH PROJECTS 4 INCHES.
 NO0460'
 NO0460'REFERENCE MARK NO. 1 IS 2 FEET LOWER THAN THE STATION.  IT
 NO0460'PROJECTS 2 INCHES AND IS STAMPED MEDICINE NO 1 1949.
 NO0460'
 NO0460'REFERENCE MARK NO. 2 IS 2 FEET LOWER THAN THE STATION.  IT
 NO0460'PROJECTS 2 INCHES AND IS STAMPED MEDICINE NO 2 1949.
 NO0460'
 NO0460'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK THAT
 NO0460'IS LOCATED 71 FEET EAST OF THE CENTER OF A TRACK ROAD AND 1
 NO0460'FOOT WEST OF A WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 NO0460'TT41 ANK 1947, THAT IS SET FLUSH IN THE TOP OF A 4-INCH SQUARE
 NO0460'CONCRETE POST WHICH PROJECTS 5 INCHES.
 NO0460'
 NO0460'TO REACH THE STATION FROM THE T-INTERSECTION ON U.S. HIGHWAY
 NO0460'20 JUST SOUTH OF THE BUSINESS DISTRICT IN CODY, GO WEST ON
 NO0460'U.S. HIGHWAY 20 FOR 0.8 MILE TO A T-ROAD LEFT, TURN LEFT AND
 NO0460'FOLLOW MAIN ROAD SOUTHERLY FOR 2.0 MILES TO A FORK, TAKE RIGHT
 NO0460'FORK AND FOLLOW MAIN ROAD FOR 6.5 MILES TO BRIDGE OVER THE
 NO0460'NIOBRARA RIVER, CONTINUE SOUTHERLY FOR 0.45 MILE TO FORKS,
 NO0460'TAKE LEFT FORK FOR ABOUT 50 FEET THEN TAKE RIGHT FORK AND
 NO0460'FOLLOW MAIN ROAD FOR 1.1 MILES TO A T-ROAD INTERSECTION AT
 NO0460'A WHITE HOUSE, TURN RIGHT AND GO WEST FOR 0.6 MILE TO A
 NO0460'CATTLE GUARD, CROSS GUARD, TURN LEFT AND FOLLOW MAIN ROAD
 NO0460'SOUTHERLY FOR 2.35 MILES TO A CATTLE GUARD, CONTINUE ON
 NO0460'MAIN TRACK ROAD FOR 2.8 MILES TO A SMALL WOODEN BRIDGE OVER
 NO0460'MEDICINE CREEK, CONTINUE SOUTH FOR 0.05 MILE TO A CATTLE
 NO0460'GUARD, CONTINUE SOUTHERLY FOR 2.2 MILES TO THE AZIMUTH
 NO0460'MARK ON THE LEFT AS DESCRIBED, CONTINUE ON THE MAIN ROAD
 NO0460'FOR 0.35 MILE TO A CATTLE GUARD, CONTINUE SOUTH FOR 0.05
 NO0460'MILE.  THENCE TURN RIGHT, LEAVING THE MAIN TRACK ROAD, AND GO
 NO0460'WEST FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH THE GATE IN
 NO0460'THE NORTH-SOUTH FENCE LINE AND GO WEST-NORTHWEST FOR 0.55
 NO0460'MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0460'
 NO0460'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0702 ***********************************************************************
 NN0702  DESIGNATION -  MEEK
 NN0702  PID         -  NN0702
 NN0702  STATE/COUNTY-  NE/HOLT
 NN0702  USGS QUAD   -  MEEK (1954)
 NN0702
 NN0702                         *CURRENT SURVEY CONTROL
 NN0702  ___________________________________________________________________
 NN0702* NAD 83(1995)-  42 40 04.79572(N)    098 40 20.30830(W)     ADJUSTED  
 NN0702* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 NN0702  ___________________________________________________________________
 NN0702  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 NN0702  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 NN0702
 NN0702  HORZ ORDER  -  FIRST
 NN0702
 NN0702.The horizontal coordinates were established by classical geodetic methods
 NN0702.and adjusted by the National Geodetic Survey in August 1997..
 NN0702
 NN0702.The orthometric height was scaled from a topographic map.
 NN0702
 NN0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0702
 NN0702.The geoid height was determined by GEOID03.
 NN0702
 NN0702;                    North         East     Units Scale Factor Converg.
 NN0702;SPC NE       -   315,577.577   608,823.358   MT  0.99986474   +0 52 47.5
 NN0702;UTM  14      - 4,723,999.747   526,853.013   MT  0.99960887   +0 13 19.5
 NN0702
 NN0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0702!SPC NE       -   0.99990901  x   0.99986474  =   0.99977376
 NN0702!UTM  14      -   0.99990901  x   0.99960887  =   0.99951791
 NN0702
 NN0702|---------------------------------------------------------------------|
 NN0702| PID    Reference Object                     Distance      Geod. Az  |
 NN0702|                                                           dddmmss.s |
 NN0702| CO3232 MEEK RM 1                            15.153 METERS 15029     |
 NN0702| NN0669 O NEILL MUNICIPAL TANK              APPROX.22.9 KM 1745450.3 |
 NN0702| CO3233 MEEK RM 2                            25.117 METERS 23905     |
 NN0702| CO3231 MEEK AZ MK                                         3324237.4 |
 NN0702|---------------------------------------------------------------------|
 NN0702
 NN0702                          SUPERSEDED SURVEY CONTROL
 NN0702
 NN0702  NAD 83(1986)-  42 40 04.80336(N)    098 40 20.31421(W) AD(       ) 1
 NN0702  NAD 27      -  42 40 04.79900(N)    098 40 19.00100(W) AD(       ) 1
 NN0702
 NN0702.Superseded values are not recommended for survey control.
 NN0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0702.See file dsdata.txt to determine how the superseded data were derived.
 NN0702
 NN0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2685324000(NAD 83)
 NN0702_MARKER: DS = TRIANGULATION STATION DISK
 NN0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0702
 NN0702  HISTORY     - Date     Condition        Report By
 NN0702  HISTORY     - 1940     MONUMENTED       CGS
 NN0702  HISTORY     - 1949     GOOD             CGS
 NN0702  HISTORY     - 1961     GOOD             CGS
 NN0702
 NN0702                          STATION DESCRIPTION
 NN0702
 NN0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0702'STATION IS LOCATED ON SECTION-LINE RIGHT-OF-WAY, 2 MILES SOUTH
 NN0702'AND 1-1/2 MILES WEST OF THE SETTLEMENT OF MEEK, AT THE CENTER OF
 NN0702'THE SOUTH SIDE OF THE SOUTHWEST QUARTER SEC. 12, T. 31 N., R.
 NN0702'12 W., 1-1/2 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 0.25
 NN0702'MILE EAST OF CROSSROADS.  MARK PROJECTS 6 INCHES AND DISK IS
 NN0702'STAMPED MEEK, 1940.
 NN0702'
 NN0702'TO REACH STATION FROM SPENCER, GO SOUTH AND EAST ON STATE
 NN0702'HIGHWAY 12 AND U.S. HIGHWAY 281 FOR 2.4 MILES TO THEIR JUNCTION.
 NN0702'CONTINUE SOUTH ON U.S. 281 FOR 3.4 MILES TO BRIDGE OVER
 NN0702'NIOBRARA RIVER, CONTINUE SOUTH ON U.S. 281 FOR 8.8 MILES TO
 NN0702'CROSSROADS, AND SMALL SHACK AND WINDMILL IN NORTHWEST CORNER.
 NN0702'TURN RIGHT (WEST) AND GO 1.0 MILE TO CROSSROADS.  TURN LEFT
 NN0702'(SOUTH) AND GO 0.5 MILE TO AZIMUTH ON LEFT BY FENCE CORNER.
 NN0702'CONTINUE 0.5 MILE SOUTH TO CROSSROADS, TURN LEFT (EAST) ON
 NN0702'UNGRADED SECTION-LINE ROAD AND GO 0.25 MILE TO STATION ON
 NN0702'LEFT.
 NN0702'
 NN0702'REFERENCE MARK NO. 1 IS SOUTHEAST BY SOUTH OF STATION, ON
 NN0702'THE SOUTH SIDE OF ROAD, 18 FEET SOUTH OF CENTERLINE, 1 FOOT
 NN0702'NORTH OF SOUTH RIGHT-OF-WAY FENCE.  MARK PROJECTS 5 INCHES AND
 NN0702'DISK IS STAMPED MEEK, 1940 R.M. 1.
 NN0702'
 NN0702'REFERENCE MARK NO. 2 IS SOUTHWEST BY WEST OF STATION ON THE
 NN0702'SOUTH SIDE OF ROAD, 21 FEET SOUTH OF CENTERLINE, 1 FOOT NORTH
 NN0702'OF SOUTH RIGHT-OF-WAY FENCE AND 11 FEET WEST OF A TELEPHONE
 NN0702'POLE.  MARK PROJECTS 5 INCHES AND DISK IS STAMPED MEEK, 1940
 NN0702'R.M. 2.
 NN0702'
 NN0702'AZIMUTH MARK IS NORTH-NORTHWEST OF STATION, 9 FEET EAST OF A
 NN0702'FENCE CORNER, 1 FOOT NORTH OF HALF-SECTION-LINE FENCE AND 44
 NN0702'FEET EAST OF CENTERLINE OF SECTION-LINE ROAD.  MARK PROJECTS 6
 NN0702'INCHES, AND DISK IS STAMPED MEEK, 1940.
 NN0702'
 NN0702'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NN0702'DESCRIBED.
 NN0702'
 NN0702'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 NN0702
 NN0702                          STATION RECOVERY (1949)
 NN0702
 NN0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0702'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 NN0702'AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 NN0702'
 NN0702'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NN0702'
 NN0702'THE STATION IS LOCATED ABOUT 15.0 MILES NORTH OF O NEILL AND
 NN0702'3.0 MILES SOUTHWEST OF MEEK ON THE RIGHT-OF-WAY OF SECTION-LINE
 NN0702'ROAD.  IT IS 25 FEET NORTH OF THE CENTER OF SECTION-LINE ROAD, 10
 NN0702'FEET WEST OF WITNESS POST AND 1 FOOT NORTH OF EAST-WEST FENCE
 NN0702'LINE.  IT IS STAMPED MEEK 1940 AND PROJECTS 6 INCHES.
 NN0702'
 NN0702'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 18 FEET SOUTH
 NN0702'OF THE CENTER OF SECTION-LINE ROAD AND 1 FOOT NORTH OF EAST-WEST
 NN0702'FENCE LINE.  IT IS STAMPED MEEK NO 1 1940 AND PROJECTS 4 INCHES.
 NN0702'
 NN0702'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 18 FEET SOUTH
 NN0702'OF THE CENTER OF SECTION-LINE ROAD, 9 FEET WEST OF TELEPHONE
 NN0702'POLE AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 NN0702'MEEK R.M. 2 1940 AND PROJECTS 4 INCHES.
 NN0702'
 NN0702'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, 45 FEET
 NN0702'EAST OF THE CENTER OF SECTION-LINE ROAD, 8 FEET EAST OF T-FENCE
 NN0702'CORNER, 6 FEET WEST OF WITNESS POST AND 1 FOOT NORTH OF EAST-WEST
 NN0702'FENCE LINE.  IT IS STAMPED MEEK 1940 AND PROJECTS 4 INCHES.
 NN0702'
 NN0702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 275 AND
 NN0702'281 AT THE TRAFFIC LIGHT IN THE CENTER OF O NEILL, GO WEST
 NN0702'AND NORTH ON U.S. HIGHWAYS 20 AND 281 FOR 2.0 MILES TO JUNCTION
 NN0702'OF THESE HIGHWAYS, CONTINUE NORTH ON U.S. HIGHWAY 281 FOR 14.55
 NN0702'MILES TO T-ROAD LEFT AT WINDMILL AND PUMPHOUSE, TURN LEFT AND GO
 NN0702'WEST FOR 1.0 MILE TO CROSSROADS, TURN LEFT AND GO SOUTH FOR
 NN0702'0.5 MILE TO AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 NN0702'SOUTH FOR 0.5 MILE TO CROSSROADS, TURN LEFT AND GO EAST FOR 0.25
 NN0702'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NN0702'
 NN0702'OBSERVATIONS MADE FROM A 37 FOOT TOWER.
 NN0702'
 NN0702'A 74 FOOT SIGNAL AT STATION PRAIRIE 2 1940 IS VISIBLE AT 10
 NN0702'FEET.
 NN0702'
 NN0702'A 4 FOOT SIGNAL AT STATION BLACK IS VISIBLE AT 4 FEET.
 NN0702'
 NN0702'AN 87 FOOT SIGNAL AT STATION ONEILL IS VISIBLE AT 4 FEET.
 NN0702'
 NN0702'AN 87 FOOT SIGNAL AT STATION PLEASANT IS VISIBLE AT 10 FEET.
 NN0702'
 NN0702'A 74 FOOT SIGNAL AT STATION SARATOGA 1940 IS VISIBLE AT 4 FEET.
 NN0702'
 NN0702'A 4 FOOT SIGNAL AT STATION PADDOCK IS VISIBLE AT 4 FEET.
 NN0702
 NN0702                          STATION RECOVERY (1961)
 NN0702
 NN0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 NN0702'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 NN0702'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1026 ***********************************************************************
 LH1026  DESIGNATION -  MEENTS
 LH1026  PID         -  LH1026
 LH1026  STATE/COUNTY-  NE/FURNAS
 LH1026  USGS QUAD   -  BEAVER CITY SE (1957)
 LH1026
 LH1026                         *CURRENT SURVEY CONTROL
 LH1026  ___________________________________________________________________
 LH1026* NAD 83(1995)-  40 05 18.69116(N)    099 49 52.38781(W)     ADJUSTED  
 LH1026* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 LH1026  ___________________________________________________________________
 LH1026  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 LH1026  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 LH1026
 LH1026  HORZ ORDER  -  FIRST
 LH1026
 LH1026.The horizontal coordinates were established by classical geodetic methods
 LH1026.and adjusted by the National Geodetic Survey in August 1997..
 LH1026
 LH1026.The orthometric height was scaled from a topographic map.
 LH1026
 LH1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1026
 LH1026.The geoid height was determined by GEOID03.
 LH1026
 LH1026;                    North         East     Units Scale Factor Converg.
 LH1026;SPC NE       -    28,349.536   514,393.677   MT  0.99996117   +0 06 42.7
 LH1026;SPC KS N     -   196,438.923   243,827.967   MT  1.00006378   -1 09 31.1
 LH1026;UTM  14      - 4,437,913.759   429,138.690   MT  0.99966181   -0 32 07.1
 LH1026
 LH1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1026!SPC NE       -   0.99989246  x   0.99996117  =   0.99985363
 LH1026!SPC KS N     -   0.99989246  x   1.00006378  =   0.99995623
 LH1026!UTM  14      -   0.99989246  x   0.99966181  =   0.99955431
 LH1026
 LH1026:                Primary Azimuth Mark                     Grid Az
 LH1026:SPC NE       -  MEENTS AZ MK                             007 43 44.4
 LH1026:SPC KS N     -  MEENTS AZ MK                             008 59 58.2
 LH1026:UTM  14      -  MEENTS AZ MK                             008 22 34.2
 LH1026
 LH1026|---------------------------------------------------------------------|
 LH1026| PID    Reference Object                     Distance      Geod. Az  |
 LH1026|                                                           dddmmss.s |
 LH1026| CO1776 MEENTS AZ MK                                       0075027.1 |
 LH1026| CO1777 MEENTS RM 1                          33.251 METERS 20008     |
 LH1026| CO1778 MEENTS RM 2                          27.352 METERS 27012     |
 LH1026|---------------------------------------------------------------------|
 LH1026
 LH1026                          SUPERSEDED SURVEY CONTROL
 LH1026
 LH1026  NAD 83(1986)-  40 05 18.69592(N)    099 49 52.39081(W) AD(       ) 1
 LH1026  NAD 27      -  40 05 18.66900(N)    099 49 50.95900(W) AD(       ) 1
 LH1026
 LH1026.Superseded values are not recommended for survey control.
 LH1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1026.See file dsdata.txt to determine how the superseded data were derived.
 LH1026
 LH1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2913937914(NAD 83)
 LH1026_MARKER: DS = TRIANGULATION STATION DISK
 LH1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1026
 LH1026  HISTORY     - Date     Condition        Report By
 LH1026  HISTORY     - 1935     MONUMENTED       CGS
 LH1026  HISTORY     - 1950     GOOD             CGS
 LH1026
 LH1026                          STATION DESCRIPTION
 LH1026
 LH1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1026'THIS STATION IS 3-1/2 MILES SOUTH AND 1/4 MILE WEST OF BEAVER CITY
 LH1026'ON THE PART OF THE DIVIDE BETWEEN SAPPA AND BEAVER CREEKS, IN THE
 LH1026'FRONT YARD OF THE TALL HOUSE OF ONNO MEENTS.  THIS HOUSE IS
 LH1026'UNPAINTED, HAS FOUR HIGH GABLES, TWO CHIMNEYS, AND IS ON THE
 LH1026'SOUTH SIDE OF THE GRADED ROAD.  THE STATION IS IN THE NORTHWEST
 LH1026'QUARTER OF SEC. 5, T. 1 N., R. 22 W.  THE MARK IS 93 FEET
 LH1026'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 32 FEET
 LH1026'SOUTH OF THE CENTERLINE OF THE GRADED ROAD, 46 FEET
 LH1026'EAST-NORTHEAST OF NORTHEAST CORNER OF GARDEN FENCE, AND PROJECTS
 LH1026'4 INCHES.
 LH1026'
 LH1026'REFERENCE MARK NO. 1, NOTE 11A, IS SOUTH-SOUTHWEST OF THE
 LH1026'STATION, 54.5 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 LH1026'HOUSE, 1.5 FEET EAST OF GARDEN FENCE (EAST FENCE), AND PROJECTS
 LH1026'5 INCHES.
 LH1026'
 LH1026'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 23
 LH1026'FEET SOUTH OF THE CENTERLINE OF GRADED ROAD, 26 FEET NORTH OF
 LH1026'NORTH GARDEN FENCE, 3 FEET EAST OF TELEPHONE POLE, AND PROJECTS
 LH1026'5 INCHES.
 LH1026'
 LH1026'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION,
 LH1026'OR 0.2 MILE EAST AND 1.5 MILE NORTH BY ROAD.  IT IS 28 FEET
 LH1026'EAST OF THE CENTERLINE OF NORTH-SOUTH GRADED HIGHWAY TO BEAVER
 LH1026'CITY, 17 FEET NORTH OF TELEPHONE POLE, AND 2 FEET NORTHWEST OF
 LH1026'FENCE T-INTERSECTION.  IT PROJECTS 7 INCHES.
 LH1026'
 LH1026'A 15-FOOT STAND WILL CLEAR ALL LINES.
 LH1026'
 LH1026'ALL LIGHTS WERE VISIBLE FROM THE GROUND.
 LH1026
 LH1026                          STATION RECOVERY (1950)
 LH1026
 LH1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LH1026'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 LH1026'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LH1026'DISTANCE AND DIRECTION OF REFERENCE MARK NO. 2 WERE FOUND TO BE IN
 LH1026'ERROR, A THOROUGH CHECK WAS MADE AND THE 1950 MEASUREMENTS ARE
 LH1026'PRESUMED TO BE CORRECT.
 LH1026'
 LH1026'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF BEAVER CITY,
 LH1026'ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST SECTION LINE ROAD
 LH1026'AND IN AN ABANDON FARM YARD.  IT IS 100 FEET WEST OF THE CENTER OF
 LH1026'A FARM YARD ENTRANCE, 93 FEET NORTH-NORTHWEST OF THE NORTHWEST
 LH1026'CORNER OF THE FOUNDATION OF AN OLD HOUSE AND 35 FEET SOUTH OF
 LH1026'THE CENTER OF AN EAST-WEST ROAD.  IT IS STAMPED MEENTS 1935 AND
 LH1026'PROJECTS 6 INCHES.
 LH1026'
 LH1026'REFERENCE MARK NO. 1 IS 77 FEET NORTHEAST OF A WINDMILL AND
 LH1026'55 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE FOUNDATION
 LH1026'OF AN OLD HOUSE.  IT IS STAMPED MEENTS NO 1 1935 AND PROJECTS 5
 LH1026'INCHES.
 LH1026'
 LH1026'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF THE CENTER OF AN
 LH1026'EAST-WEST ROAD.  IT IS STAMPED MEENTS NO 2 1935 AND PROJECTS
 LH1026'6 INCHES.
 LH1026'
 LH1026'THE AZIMUTH MARK IS 32 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1026'ROAD, 17 FEET NORTH OF A TELEPHONE POLE, 2 FEET NORTHWEST OF
 LH1026'A FENCE CORNER AND 1 FOOT SOUTH OF A WITNESS POST.  IT IS A
 LH1026'STANDARD REFERENCE MARK DISK, STAMPED MEENTS AZIMUTH 1935 AND
 LH1026'PROJECTS 8 INCHES.
 LH1026'
 LH1026'TO REACH THE STATION FROM THE POST OFFICE IN BEAVER CITY, GO
 LH1026'WEST FOR 0.05 MILE TO A STREET INTERSECTION, TURN LEFT AND GO
 LH1026'SOUTH FOR 0.3 MILE TO A T ROAD.  TURN LEFT AND GO EAST FOR 0.05
 LH1026'MILE TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 1.45 MILES
 LH1026'TO A FENCE CORNER AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 LH1026'CONTINUE SOUTH FOR 1.6 MILES TO A CROSSROAD, TURN RIGHT AND
 LH1026'GO WEST FOR 0.25 MILE TO AN ABANDON FARM YARD AND THE STATION
 LH1026'ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1249 ***********************************************************************
 LH1249  DESIGNATION -  MEISNERS HOUSE CUPOLA
 LH1249  PID         -  LH1249
 LH1249  STATE/COUNTY-  NE/ADAMS
 LH1249  USGS QUAD   -  SHELTON (1974)
 LH1249
 LH1249                         *CURRENT SURVEY CONTROL
 LH1249  ___________________________________________________________________
 LH1249* NAD 83(1995)-  40 47 50.09818(N)    098 44 24.18137(W)     ADJUSTED  
 LH1249* NAVD 88     -                                                        
 LH1249  ___________________________________________________________________
 LH1249  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LH1249  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 LH1249
 LH1249  HORZ ORDER  -  THIRD
 LH1249
 LH1249.The horizontal coordinates were established by classical geodetic methods
 LH1249.and adjusted by the National Geodetic Survey in August 1997..
 LH1249
 LH1249
 LH1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1249
 LH1249.The geoid height was determined by GEOID03.
 LH1249
 LH1249;                    North         East     Units Scale Factor Converg.
 LH1249;SPC NE       -   107,796.047   606,298.272   MT  0.99973449   +0 50 05.9
 LH1249;UTM  14      - 4,516,282.733   521,929.028   MT  0.99960592   +0 10 11.5
 LH1249
 LH1249                          SUPERSEDED SURVEY CONTROL
 LH1249
 LH1249  NAD 83(1986)-  40 47 50.10603(N)    098 44 24.18201(W) AD(       ) 4
 LH1249  NAD 27      -  40 47 50.05400(N)    098 44 22.91100(W) AD(       ) 3
 LH1249
 LH1249.Superseded values are not recommended for survey control.
 LH1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1249.See file dsdata.txt to determine how the superseded data were derived.
 LH1249
 LH1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2192916283(NAD 83)
 LH1249_MARKER: 86 = CUPOLA
 LH1249
 LH1249  HISTORY     - Date     Condition        Report By
 LH1249  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1249
 LH1249                          STATION DESCRIPTION
 LH1249
 LH1249'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0831 ***********************************************************************
 LG0831  DESIGNATION -  MERIDIAN
 LG0831  PID         -  LG0831
 LG0831  STATE/COUNTY-  NE/THAYER
 LG0831  USGS QUAD   -  REYNOLDS (1980)
 LG0831
 LG0831                         *CURRENT SURVEY CONTROL
 LG0831  ___________________________________________________________________
 LG0831* NAD 83(1995)-  40 00 07.37405(N)    097 22 09.55420(W)     ADJUSTED  
 LG0831* NAVD 88     -       481.58   (+/-2cm)    1580.0    (feet)  VERTCON   
 LG0831  ___________________________________________________________________
 LG0831  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 LG0831  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0831
 LG0831  HORZ ORDER  -  FIRST
 LG0831  VERT ORDER  -  THIRD ? (See Below)
 LG0831
 LG0831.The horizontal coordinates were established by classical geodetic methods
 LG0831.and adjusted by the National Geodetic Survey in August 1997..
 LG0831
 LG0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0831.The vertical order pertains to the NGVD 29 superseded value.
 LG0831
 LG0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0831
 LG0831.The geoid height was determined by GEOID03.
 LG0831
 LG0831;                    North         East     Units Scale Factor Converg.
 LG0831;SPC NE       -    22,150.924   724,602.279   MT  0.99999908   +1 44 36.0
 LG0831;SPC KS N     -   185,444.828   453,856.406   MT  1.00004281   +0 23 56.5
 LG0831;UTM  14      - 4,429,258.024   639,193.447   MT  0.99983852   +1 02 54.2
 LG0831
 LG0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0831!SPC NE       -   0.99992867  x   0.99999908  =   0.99992775
 LG0831!SPC KS N     -   0.99992867  x   1.00004281  =   0.99997147
 LG0831!UTM  14      -   0.99992867  x   0.99983852  =   0.99976720
 LG0831
 LG0831|---------------------------------------------------------------------|
 LG0831| PID    Reference Object                     Distance      Geod. Az  |
 LG0831|                                                           dddmmss.s |
 LG0831| LG1476 MERIDIAN RM 3                        23.718 METERS 04709     |
 LG0831| CO1786 MERIDIAN RM 1                        23.818 METERS 04723     |
 LG0831| KF1218 MERIDIAN AZ MK                                     1163408.4 |
 LG0831| LG0832 T1N R1W SEC 36 SE COR STONE KS NE    13.315 METERS 12916     |
 LG0831| KF0828 MAHASKA HIGH SCHOOL SPIRE           APPROX. 2.1 KM 1311048.8 |
 LG0831| KF0826 MAHASKA MUNICIPAL STANDPIPE         APPROX. 2.3 KM 1412016.8 |
 LG0831| KF1216 MERIDIAN AZ MK 2                    APPROX. 0.5 KM 1781324.4 |
 LG0831| KF0835 NARKA MUNICIPAL STANDPIPE           APPROX. 6.8 KM 2263006.5 |
 LG0831| LG1475 MERIDIAN RM 2                        27.574 METERS 23512     |
 LG0831| KF0918 MUNDEN MUNICIPAL TANK               APPROX.17.5 KM 2360544.3 |
 LG0831| LG0866 CHESTER MUNICIPAL TANK              APPROX.21.4 KM 2724520.5 |
 LG0831| LG0867 CHESTER ST JOHNS LUTH CH SPIRE      APPROX.21.5 KM 2730915.7 |
 LG0831| LG0833 ST PAULS LUTHERAN CHURCH SPIRE      APPROX.13.6 KM 3313634.5 |
 LG0831| LG0836 GILEAD ST JOSEPH CHURCH SPIRE       APPROX.16.2 KM 3453059.2 |
 LG0831|---------------------------------------------------------------------|
 LG0831
 LG0831                          SUPERSEDED SURVEY CONTROL
 LG0831
 LG0831  NAD 83(1986)-  40 00 07.37922(N)    097 22 09.55403(W) AD(       ) 1
 LG0831  NAD 27      -  40 00 07.36000(N)    097 22 08.40700(W) AD(       ) 1
 LG0831  NGVD 29 (07/19/86)  481.42   (m)         1579.5    (f) LEVELING    3  
 LG0831
 LG0831.Superseded values are not recommended for survey control.
 LG0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0831.See file dsdata.txt to determine how the superseded data were derived.
 LG0831
 LG0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3919329258(NAD 83)
 LG0831_MARKER: DS = TRIANGULATION STATION DISK
 LG0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0831_SP_SET: CONCRETE POST
 LG0831_STAMPING: MERIDIAN 1935
 LG0831_MARK LOGO: CGS   
 LG0831_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0831+STABILITY: SURFACE MOTION
 LG0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0831+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 LG0831
 LG0831  HISTORY     - Date     Condition        Report By
 LG0831  HISTORY     - 1935     MONUMENTED       CGS
 LG0831  HISTORY     - 1935     GOOD             CGS
 LG0831  HISTORY     - 1947     GOOD             CGS
 LG0831  HISTORY     - 1950     GOOD             CGS
 LG0831  HISTORY     - 1970     GOOD             NGS
 LG0831  HISTORY     - 1976     GOOD             NGS
 LG0831  HISTORY     - 19860521 GOOD             NGS
 LG0831  HISTORY     - 20050624 GOOD             INDIV
 LG0831  HISTORY     - 20060614 GOOD             GEOCAC
 LG0831
 LG0831                          STATION DESCRIPTION
 LG0831
 LG0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0831'STATION IS LOCATED IN SE 1/4 SE 1/4 SEC. 36, T. 1 N., R. 1 W., 1
 LG0831'MILE WEST AND 1 MILE NORTH OF MAHASKA, KANS.  MARK IS IN THE
 LG0831'NORTHWEST CORNER OF A T-JUNCTION OF A THROUGH NORTH-SOUTH ROAD AND
 LG0831'AN EAST-WEST ROAD.  THE STATION IS AT A CORNER COMMON TO THAYER
 LG0831'AND JEFFERSON COUNTIES, NEBR., AND REPUBLIC AND WASHINGTON
 LG0831'COUNTIES, KANS. CORNER IS ALSO ON THE 6TH PRINCIPAL MERIDIAN FOR
 LG0831'TOWNSHIPS AND RANGES.  MARK IS 27 FEET NORTH OF CENTERLINE OF
 LG0831'ROAD AND 30 FEET WEST OF CENTERLINE OF ROAD.
 LG0831'
 LG0831'FROM MAHASKA STATE BANK IN MAHASKA, GO SOUTH FOR 0.15 MILE TO
 LG0831'GRAVEL ROAD, THENCE RIGHT (WEST) FOR 0.8 MILE TO CROSSROADS,
 LG0831'THENCE RIGHT (NORTH) FOR 1 MILE TO STATION JUST NORTHWEST OF
 LG0831'T-JUNCTION.
 LG0831'
 LG0831'REFERENCE MARK NO. 1 IS 78.18 FEET (23.830 METERS) NORTHEAST OF
 LG0831'STATION, 20 FEET EAST OF CENTERLINE OF ROAD.
 LG0831'
 LG0831'REFERENCE MARK NO. 2 IS 90.49 FEET (27.583 METERS) SOUTHWEST OF
 LG0831'STATION, 20 FEET SOUTH OF CENTERLINE OF ROAD.
 LG0831'
 LG0831'AZIMUTH MARK IS 1.2 MILES EAST-SOUTHEAST OF STATION, 30 FEET SOUTH
 LG0831'OF CENTERLINE OF ROAD, 100.0 FEET NORTH OF NORTHEAST CORNER OF
 LG0831'LARGE RED BARN.  FROM STATION, GO SOUTH FOR 1.0 MILE TO CROSS ROAD,
 LG0831'THENCE LEFT (EAST) FOR 1.0 MILE, THENCE LEFT (NORTH) FOR 0.4
 LG0831'MILE TO MARK ON LEFT (SOUTH).
 LG0831'
 LG0831'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LG0831
 LG0831                          STATION RECOVERY (1935)
 LG0831
 LG0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 LG0831'RECOVERED IN GOOD CONDITION.
 LG0831
 LG0831                          STATION RECOVERY (1947)
 LG0831
 LG0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0831'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 LG0831'CONDITION.
 LG0831'
 LG0831'A COMPLETE DESCRIPTION FOLLOWS.
 LG0831'
 LG0831'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF A CULTIVATED
 LG0831'FIELD, 1 MILE NORTHWEST OF THE TOWN OF MAHASKA, KANSAS, 46 FEET
 LG0831'NORTH-NORTHWEST OF THE CENTER OF INTERSECTION OF A T ROAD, 34
 LG0831'FEET WEST OF THE CENTER OF A NORTH-SOUTH GRADED ROAD, AND 13 FEET
 LG0831'NORTHWEST OF A FENCE CORNER.  IT IS AT THE CORNER COMMON TO
 LG0831'THAYER AND JEFFERSON COUNTIES, NEBRASKA AND REPUBLIC AND
 LG0831'WASHINGTON COUNTIES, KANSAS.  CORNER IS ALSO ON THE SIXTH
 LG0831'PRINCIPAL MERIDIAN FOR TOWNSHIPS AND RANGE.  IT PROJECTS 12
 LG0831'INCHES,AND IS STAMPED
 LG0831'MERIDIAN 1935.
 LG0831'
 LG0831'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE CENTER OF A GRADED
 LG0831'ROAD, 17.5 FEET NORTH OF A TELEPHONE POLE AND 0.6 FOOT WEST OF
 LG0831'A FENCE LINE.  IT PROJECTS 10 INCHES, IS DESCRIBED BY
 LG0831'AND IS STAMPED MERIDIAN NO 1 1935.
 LG0831'
 LG0831'REFERENCE MARK NO. 2 IS 22.5 FEET SOUTH OF THE CENTER OF A
 LG0831'GRADED ROAD AND 1.0 FOOT NORTH OF A FENCE LINE.  IT PROJECTS 6
 LG0831'INCHES, AND IS STAMPED MERIDIAN NO 2
 LG0831'1935.
 LG0831'
 LG0831'AZIMUTH MARK IS 1.2 MILES EAST-SOUTHEAST OF THE STATION, 150 FEET
 LG0831'NORTH OF THE NORTHEAST CORNER OF A BARN, 23 FEET WEST OF THE CENTER
 LG0831'OF A GRADED ROAD, AND 1.3 FEET NORTH OF A WITNESS POST.  IT
 LG0831'PROJECTS 7 INCHES, AND IS STAMPED
 LG0831'MERIDIAN 1935.
 LG0831'
 LG0831'TO REACH THE STATION FROM THE STATE BANK IN MAHASKA, KANSAS, GO
 LG0831'SOUTH FOR 0.15 MILE, TURN RIGHT, WEST, AND GO 0.8 MILE TO A
 LG0831'CROSSROAD, TURN RIGHT, NORTH, AND GO 1.0 MILE TO A T ROAD LEFT
 LG0831'AND THE STATION AS DESCRIBED.
 LG0831'
 LG0831'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 1.0 MILE,
 LG0831'TURN LEFT, EAST, AND GO 1.0 MILE, TURN LEFT, NORTH, AND GO 0.4
 LG0831'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LG0831'
 LG0831'A 74 FOOT SIGNAL AT CHESTER IS VISIBLE AT 37 FEET.
 LG0831'
 LG0831'A 4 FOOT SIGNAL AT WILLIAMS IS VISIBLE AT 24 FEET.
 LG0831'
 LG0831'A 74 FOOT SIGNAL AT CORDING IS VISIBLE AT 24 FEET.
 LG0831'
 LG0831'A 74 FOOT SIGNAL AT GILEAD IS VISIBLE AT 24 FEET.
 LG0831'
 LG0831'A 4 FOOT SIGNAL AT REYNOLDS IS VISIBLE AT 24 FEET.
 LG0831'
 LG0831'A 74 FOOT SIGNAL AT GLAD 1935 IS VISIBLE AT 24 FEET.
 LG0831'
 LG0831'A 74 FOOT SIGNAL AT HOFF 1935 IS VISIBLE AT 24 FEET.
 LG0831
 LG0831                          STATION RECOVERY (1950)
 LG0831
 LG0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LG0831'THE STATION, REFERENCE MARKS NOS 1 AND 2, AND AZIMUTH MARK, RECOVERED
 LG0831'AND FOUND IN GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE
 LG0831'DESCRIPTION.
 LG0831'
 LG0831'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF MAHASKA, KANSAS
 LG0831'IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD AND ON LAND OWNED BY
 LG0831'MR. ROSCOE BEACHER.  IT IS AT THE CORNER COMMON TO THAYER AND
 LG0831'JEFFERSON COUNTIES, NEBRASKA AND REPUBLIC AND WASHINGTON COUNTIES,
 LG0831'KANSAS, 31 FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 10 FEET
 LG0831'NORTH OF EASTWEST FENCE LINE, 33 FEET WEST OF THE CENTER OF
 LG0831'NORTH-SOUTH ROAD AND 10 FEET WEST OF NORTH-SOUTH FENCE LINE.  IT IS
 LG0831'STAMPED MERIDIAN 1935 AND PROJECTS 8 INCHES.
 LG0831'
 LG0831'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 30 FEET EAST OF THE
 LG0831'CENTER OF NORTH-SOUTH ROAD AND 1 FOOT WEST OF NORTH-SOUTH FENCE
 LG0831'LINE.  IT IS STAMPED MERIDIAN NO 1 1935 AND PROJECTS 4 INCHES.
 LG0831'
 LG0831'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 25 FEET SOUTH OF THE
 LG0831'CENTER OF EAST-WEST ROAD AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.
 LG0831'IT IS STAMPED MERIDIAN NO 2 1935 AND PROJECTS 3 INCHES.
 LG0831'
 LG0831'THE AZIMUTH MARK IS ABOUT 1.2 MILES EAST-SOUTHEAST OF THE STATION, 25
 LG0831'FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 50 FEET NORTH OF FENCE
 LG0831'CORNER, 2 FEET NORTH OF WITNESS POST AND 1 FOOT EAST OF NORTH-SOUTH
 LG0831'FENCE LINE.  IT IS STAMPED MERIDIAN 1935 AND PROJECTS 4 INCHES.
 LG0831'
 LG0831'TO REACH THE AZIMUTH MARK FROM THE STATE BANK IN MAHASKA, GO EAST FOR
 LG0831'0.2 MILE, TURN LEFT AND GO NORTH FOR 0.35 MILE TO THE AZIMUTH MARK
 LG0831'ON THE WEST SIDE AS DESCRIBED.
 LG0831'
 LG0831'TO REACH THE STATION FROM THE STATE BANK IN MAHASKA, GO SOUTH FOR
 LG0831'0.15 MILE, TURN RIGHT AND GO WEST FOR 0.8 MILE TO CROSSROAD, TURN
 LG0831'RIGHT AND GO NORTH FOR 1.0 MILE TO THE STATION ON THE WEST SIDE IN
 LG0831'SOUTHEAST CORNER OF FIELD AS DESCRIBED.
 LG0831'
 LG0831'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER.
 LG0831
 LG0831                          STATION RECOVERY (1970)
 LG0831
 LG0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0831'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LG0831'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG0831'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 LG0831'FOR RECOVERY.
 LG0831'
 LG0831'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 LG0831'
 LG0831'AZIMUTH MARK IS 23 FEET WEST OF THE CENTER OF A ROAD, 5 FEET
 LG0831'NORTHEAST OF A BRACE POST, 2.5 FEET EAST OF A FENCE, AND 1 FOOT
 LG0831'NORTH OF A METAL WITNESS POST.  A SMALL AMOUNT OF CLEARING IS
 LG0831'REQUIRED AT THE AZIMUTH MARK TO BE VISIBLE AT THE STATION SITE.
 LG0831'
 LG0831'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE WEST
 LG0831'AND 1 MILE NORTH OF MAHASKA, KANSAS.
 LG0831
 LG0831                          STATION RECOVERY (1976)
 LG0831
 LG0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG0831'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LG0831'RECOVERED AND FOUND IN GOOD CONDITION.  THE TOP OF REFERENCE MARK 1
 LG0831'CONCRETE MONUMENT WAS FOUND BROKEN OFF.  THE LINE OF SIGHT TO THE
 LG0831'AZIMUTH MARK WAS OBSTRUCTED BY TREES THIS DATE.  REFERENCE MARK 3
 LG0831'WAS ESTABLISHED THIS DATE.  THE SIXTH PRINCIPAL MEDIDIAN, FORTIETH
 LG0831'PARALLEL CORNER STONE WAS RECOVERED AND THE NECESSARY
 LG0831'OBSERVATIONS WERE MADE THIS DATE.  THE DISTANCE TO REFERENCE
 LG0831'MARK 2 CHECKED THE 1947 DISTANCE AND THE DIRECTION TO REFERENCE MARK
 LG0831'2 MISSED THE 1947 DIRECTION ABOUT 6 MINUTES.
 LG0831'
 LG0831'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG0831'
 LG0831'THE STATION IS LOCATED 1.0 MILE WEST AND 1.0 MILE NORTH OF MAHASKA,
 LG0831'KANSAS, IN THE SE CORNER OF THE SE QUARTER OF SEC. 36, T 1 N, R 1 W
 LG0831'AND ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH COUNTY ROAD, NEAR THE
 LG0831'CORNER COMMON TO THAYER AND JEFFERSON COUNTIES, NEBRASKA AND
 LG0831'REPUBLIC AND WASHINGTON COUNTIES, KANSAS AND SIXTH PRINCIPAL
 LG0831'MEDIDIAN AND FORTIETH PARALLEL.
 LG0831'
 LG0831'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED MERIDIAN 1935,
 LG0831'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS ABOUT 6
 LG0831'INCHES ABOVE THE GROUND SURFACE.  IT IS 34 FEET WEST OF THE
 LG0831'CENTER OF THE NORTH-SOUTH DIRT ROAD, 27 FEET NORTH OF THE CENTER OF
 LG0831'A DIRT ROAD LEADING WEST AND 1 FOOT EAST OF A METAL WITNESS POST.  A
 LG0831'VEHICLE TIRE SURROUNDS THE MARK THIS DATE WITH THE MARK IN THE
 LG0831'CENTER OF THE TIRE.  THE UNDERGROUND STATION MARK WAS NOT
 LG0831'INSPECTED THIS DATE.
 LG0831'
 LG0831'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MERIDIAN NO 2 1935, SET
 LG0831'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 8 INCHES
 LG0831'ABOVE THE GROUND SURFACE.  IT IS 22 FEET SOUTH OF THE CENTER OF THE
 LG0831'DIRT ROAD LEADING WEST AND 1 FOOT NORTH OF AN EAST-WEST
 LG0831'FENCELINE.
 LG0831'
 LG0831'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MERIDIAN 1935 NO 3 1976,
 LG0831'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 LG0831'THE GROUND SURFACE.  IT IS 24 FEET EAST OF THE CENTER OF THE
 LG0831'NORTH-SOUTH DIRT ROAD AND 0.6 FOOT WEST OF A METAL WITNESS POST IN
 LG0831'A FENCELINE.
 LG0831'
 LG0831'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MERIDIAN 1935, SET IN THE
 LG0831'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 LG0831'THE GROUND SURFACE.  IT IS 23 FEET WEST OF THE CENTER OF A GRADED
 LG0831'ROAD, 5 FEET NORTHEAST OF A BRACE FENCE POST, 2.5 FEET EAST OF A
 LG0831'FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 LG0831'
 LG0831'TO REACH THE STATION FROM MAHASKA, KANSAS, GO WEST ON THE MAIN ROAD
 LG0831'FOR 1.0 MILE TO A GRADED ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH
 LG0831'ON THE GRADED ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT, THE
 LG0831'STATION ON THE LEFT IN THE NORTHWEST ANGLE OF THE INTERSECTION AT
 LG0831'THE NEBRASKA-KANSAS STATELINE.
 LG0831'
 LG0831'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRADED
 LG0831'ROAD FOR 1.0 MILE TO AN EAST-WEST ROAD, TURN LEFT AND GO EAST FOR
 LG0831'1.0 MILE TO THE TOWN OF MAHASKA AND A GRAVELED ROAD ON THE LEFT,
 LG0831'TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.4 MILE TO THE
 LG0831'AZIMUTH MARK ON THE LEFT.
 LG0831'
 LG0831'NOTE--THE ORIGINAL DESCRIPTION FOR THE CORNER STONE MENTIONED CAN BE
 LG0831'OBTAINED FROM THE COUNTY SURVEYORS OFFICE FROM THE COUNTIES
 LG0831'MENTIONED IN THIS DESCRIPTION.  THIS DATE A PORTION OF THE RED
 LG0831'SANDSTONE ROCK 6 INCHES WIDE, 16 INCHES LONG, EAST-WEST, ABOUT 18
 LG0831'INCHES IN HEIGHT WITH A LIMESTONE ROCK ON THE NORTH AND SOUTH SIDE
 LG0831'AND ABOUT THE SAME SIZE AS THE RED SANDSTONE ROCK WAS RECOVERED
 LG0831'ABOUT 2 FEET BELOW THE GROUND SURFACE NEAR THE CENTER OF THE
 LG0831'INTERSECTION OF THE ROADS.  A NAIL 1 INCH LONG WAS DRIVEN INTO THE
 LG0831'TOP CENTER OF THE RED SANDSTONE ROCK FOR POINT INTERSECTED THIS
 LG0831'DATE.  FOLLOWING ARE ADDITIONAL MEASUREMENTS, 24.5 FEET WEST
 LG0831'OF THE EAST RIGHT-OF-WAY FENCELINE AND 38 FEET NORTHEAST OF THE NORTH
 LG0831'4X4 POST THAT SUPPORTS A SIGN THE FOUR CORNERS.
 LG0831'
 LG0831'THE DIFFERENCE IN ELEVATION, MERIDIAN 1935 TO THE TOP CENTER POINT OF
 LG0831'THE RED SANDSTONE ROCK IS -1.678 FEET.
 LG0831'
 LG0831'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE W AND 1 MILE
 LG0831'N OF MAHASKA.
 LG0831
 LG0831                          STATION RECOVERY (1986)
 LG0831
 LG0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0831'THE SURFACE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN
 LG0831'GOOD CONDITION.  THE AZIMUTH MARK IS TILTED OUT OF POSITION AND IS
 LG0831'OBSTRUCTED TO THE STATION BY TREES.  AN AZIMUTH MARK 2 WAS
 LG0831'ESTABLISHED THIS DATE.  THE DIRECTION TO REFERENCE MARK 2 WAS 9
 LG0831'MINUTES, 44 SECONDS LARGER THAN 1976 DATA AND 3 MINUTES, 17 SECONDS
 LG0831'LARGER THAN 1935 DATA.  THE DISTANCE TO THE MARK WAS 0.010 M
 LG0831'(0.033 FT) SHORTER THAN 1935 DATA AND 1976 DATA.  THE DIRECTION TO
 LG0831'REFERENCE MARK 3 WAS 4 MINUTES, 59 SECONDS SMALLER THAN 1976 DATA.  A
 LG0831'CHECK ANGLE TO DISTANT OBJECTS WAS OBTAINED.  A NEW DESCRIPTION
 LG0831'FOLLOWS.
 LG0831'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI) NORTHEAST FROM NARKA,
 LG0831'KANSAS, 2 KM (1.2 MI) NORTHWEST FROM MAHASKA, KANSAS, AT THE
 LG0831'KANSAS-NEBRASKA STATE LINE, JUST NORTHWEST FROM THE COMMON CORNER OF
 LG0831'THAYER AND JEFFERSON COUNTIES IN NEBRASKA AND REPUBLIC AND
 LG0831'WASHINGTYON COUNTIES IN KANSAS, IN THE SE 1/4 OF THE SE 1/4, SEC 36,
 LG0831'T1N, R1W AND 13.32 M (43.70 FT) NORTHWEST FROM THE SIXTH PRINCIPAL
 LG0831'MERDIAN, FORTIETH PARALLEL STONE.  THE PROPERTY IS OWNED BY THE STATE
 LG0831'OF NEBRASKA, JIM BROWN, STATE SURVEYOR, LINCOLN, NEBRASKA.
 LG0831'TO REACH THE STATION FROM THE POST OFFICE IN MAHASKA, KANSAS, GO SOUTH
 LG0831'ON MAIN STREET FOR 0.24 KM (0.15 MI) TO HIGHWAY AVENUE.  TURN RIGHT
 LG0831'AND GO WEST FOR 1.37 KM (0.85 MI) TO A CROSSROAD AT THE REPUBLIC
 LG0831'COUNTY LINE.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.05 KM
 LG0831'(0.65 MI) TO THE NEW AZIMUTH MARK ON THE RIGHT, AT A FIELD ENTRANCE.
 LG0831'CONTINUE NORTH ON A DIRT ROAD FOR 0.56 KM (0.35 MI) TO A SIDE ROAD
 LG0831'ON THE LEFT, THE KANSAS-NEBRASKA STATE LINE AND THE STATION IN THE
 LG0831'NORTHWEST ANGLE OF THE INTERSECTION.
 LG0831'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LG0831'PROJECTS 0.015 M (0.049 FT) ABOVE THE GROUND SURFACE.  IT IS 10.21 M
 LG0831'(33.50 FT) WEST FROM THE CENTERLINE OF THE NORTH/SOUTH ROAD, 8.69 M
 LG0831'(28.51 FT) NORTH FROM THE CENTERLINE IOF THE EAST/WEST ROAD, 13.32 M
 LG0831'(43.70 FT) NORTHWEST FROM THE INITIAL POINT ON THE SIXTH PRIME
 LG0831'MERIDIAN, 0.76 M (2.49 FT) EAST FROM A WITNESS POST AND 0.76 M
 LG0831'(2.49 FT) SOUTH FROM ANOTHER WITNESS POST.  THE UNDERGROUND MARK WAS
 LG0831'NOT INSPECTED SINCE CHECK ANGLES WERE OBTAINED TO DISTANT LANDMARKS.
 LG0831
 LG0831                          STATION RECOVERY (2005)
 LG0831
 LG0831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 LG0831'RECOVERED STATION, RM 2, RM 3, AND AZ MARK 2 ALL RECOVERED.
 LG0831
 LG0831                          STATION RECOVERY (2006)
 LG0831
 LG0831'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 LG0831'GEOCAC FIRST REPORT.
 LG0831'ALL MARKS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1214 ***********************************************************************
 LH1214  DESIGNATION -  MERRILL
 LH1214  PID         -  LH1214
 LH1214  STATE/COUNTY-  NE/WEBSTER
 LH1214  USGS QUAD   -  RED CLOUD (1974)
 LH1214
 LH1214                         *CURRENT SURVEY CONTROL
 LH1214  ___________________________________________________________________
 LH1214* NAD 83(1995)-  40 02 44.72344(N)    098 30 18.78611(W)     ADJUSTED  
 LH1214* NAVD 88     -       572.17   (+/-2cm)    1877.2    (feet)  VERTCON   
 LH1214  ___________________________________________________________________
 LH1214  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 LH1214  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LH1214
 LH1214  HORZ ORDER  -  FIRST
 LH1214  VERT ORDER  -  THIRD ? (See Below)
 LH1214
 LH1214.The horizontal coordinates were established by classical geodetic methods
 LH1214.and adjusted by the National Geodetic Survey in August 1997..
 LH1214
 LH1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1214.The vertical order pertains to the NGVD 29 superseded value.
 LH1214
 LH1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1214
 LH1214.The geoid height was determined by GEOID03.
 LH1214
 LH1214;                    North         East     Units Scale Factor Converg.
 LH1214;SPC NE       -    24,689.395   627,550.977   MT  0.99997964   +0 59 26.1
 LH1214;UTM  14      - 4,432,953.017   542,206.300   MT  0.99962193   +0 19 06.0
 LH1214
 LH1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1214!SPC NE       -   0.99991432  x   0.99997964  =   0.99989396
 LH1214!UTM  14      -   0.99991432  x   0.99962193  =   0.99953628
 LH1214
 LH1214:                Primary Azimuth Mark                     Grid Az
 LH1214:SPC NE       -  COWLES ATT RELAY TOWER                   034 50 05.4
 LH1214:UTM  14      -  COWLES ATT RELAY TOWER                   035 30 25.5
 LH1214
 LH1214|---------------------------------------------------------------------|
 LH1214| PID    Reference Object                     Distance      Geod. Az  |
 LH1214|                                                           dddmmss.s |
 LH1214| LH1182 COWLES ATT RELAY TOWER              APPROX.11.5 KM 0354931.5 |
 LH1214| CO1788 MERRILL RM 1                         31.785 METERS 09845     |
 LH1214| CO1789 MERRILL RM 2                         28.448 METERS 22852     |
 LH1214| CO1787 MERRILL AZ MK                                      2693526.4 |
 LH1214| LH1213 MERRILL RM A                         26.639 METERS 31243     |
 LH1214|---------------------------------------------------------------------|
 LH1214
 LH1214                          SUPERSEDED SURVEY CONTROL
 LH1214
 LH1214  NAD 83(1986)-  40 02 44.72957(N)    098 30 18.78463(W) AD(       ) 1
 LH1214  NAD 27      -  40 02 44.68495(N)    098 30 17.56041(W) AD(       ) 1
 LH1214  NGVD 29 (07/19/86)  571.95   (m)         1876.5    (f) LEVELING    3  
 LH1214
 LH1214.Superseded values are not recommended for survey control.
 LH1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1214.See file dsdata.txt to determine how the superseded data were derived.
 LH1214
 LH1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4220632953(NAD 83)
 LH1214_MARKER: DS = TRIANGULATION STATION DISK
 LH1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1214_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1214
 LH1214  HISTORY     - Date     Condition        Report By
 LH1214  HISTORY     - 1967     MONUMENTED       CGS
 LH1214
 LH1214                          STATION DESCRIPTION
 LH1214
 LH1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (COP)
 LH1214'STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHWEST OF COWLES, ABOUT
 LH1214'9-1/2 MILES WEST-SOUTHWEST OF GUIDE ROCK, ABOUT 3 MILES NORTH OF THE
 LH1214'KANSAS-NEBRASKA STATE LINE AND ABOUT 3 MILES SOUTH OF RED CLOUD.
 LH1214'THE STATION MARK IS IN THE SOUTHEAST 1/4 OF SEC. 13, T 1 N, R 11
 LH1214'W, ON A HIGH RIDGE THAT IS PASTURE LAND.  THE PROPERTY BEING OWNED
 LH1214'BY MR. HARVEY MERRILL.  THE STATION MARK IS 105 FEET WEST OF A
 LH1214'FENCELINE, 37 FEET NORTHWEST OF CENTER OF GATE.  25 FEET
 LH1214'NORTH OF THE APPROXIMATE CENTER OF DIRT SECTION LINE ROAD AND 15-1/2
 LH1214'FEET NORTH OF FENCELINE.  STATION IS MARKED BY A STANDARD
 LH1214'TRIANGULATION STATION DISK SET IN THE TOP OF A 10 INCH CONCRETE
 LH1214'CYLINDER MONUMENT THAT IS 6 INCHES BELOW THE SURFACE OF THE
 LH1214'GROUND.  THE DISK IS STAMPED MERRILL 1966.
 LH1214'
 LH1214'TO REACH THE STATION FROM THE POST OFFICE IN RED CLOUD, GO SOUTH ON
 LH1214'US HIGHWAY 281 FOR 2.85 MILES TO A CROSS ROAD AND THE AZIMUTH MARK
 LH1214'IN THE NORTHEAST ANGLE OF CROSS ROAD AS DESCRIBED.  TURN LEFT AND GO
 LH1214'EAST ON DIRT SECTION LINE ROAD FOR 0.7 MILE TO TOP OF RIDGE AND
 LH1214'STATION ON THE LEFT AS DESCRIBED.
 LH1214'
 LH1214'AZIMUTH MARK, IS 49 FEET EAST OF THE CENTERLINE OF HIGHWAY, 49 FEET
 LH1214'NORTH OF THE APPROXIMATE CENTER OF SECTION LINE ROAD AND 2.3 FEET
 LH1214'NORTH OF METAL WITNESS POST WITH SIGN ATTACHED.  IT IS MARKED BY A
 LH1214'STANDARD AZIMUTH MARK DISK.  THE DISK IS SET IN THE TOP OF A 10
 LH1214'INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF
 LH1214'THE GROUND.  THE DISK IS STAMPED MERRILL 1966.
 LH1214'
 LH1214'REFERENCE MARK NO. 1, IS 26 FEET NORTH OF THE CENTER OF DIRT ROAD,
 LH1214'7 FEET WEST OF FENCE CORNER AND 1 FOOT NORTH OF FENCELINE.  IT IS
 LH1214'MARKED BY A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10
 LH1214'INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF
 LH1214'THE GROUND.  THE DISK IS STAMPED MERRILL NO 1 1966.
 LH1214'
 LH1214'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE CENTER OF GATE, 21 FEET
 LH1214'SOUTH OF THE APPROXIMATE CENTER OF DIRT ROAD AND 0.8 FEET NORTH OF
 LH1214'FENCELINE.  IT IS MARKED BY A STANDARD REFERENCE MARK DISK SET IN
 LH1214'THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH
 LH1214'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED MERRILL NO 2
 LH1214'1966.
 LH1214'
 LH1214'HEIGHT OF LIGHT ABOVE STATION MARK 26.61 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1213 ***********************************************************************
 LH1213  DESIGNATION -  MERRILL RM A
 LH1213  PID         -  LH1213
 LH1213  STATE/COUNTY-  NE/WEBSTER
 LH1213  USGS QUAD   -  RED CLOUD (1974)
 LH1213
 LH1213                         *CURRENT SURVEY CONTROL
 LH1213  ___________________________________________________________________
 LH1213* NAD 83(1995)-  40 02 45.30942(N)    098 30 19.61169(W)     ADJUSTED  
 LH1213* NAVD 88     -       571.76   (+/-2cm)    1875.8    (feet)  VERTCON   
 LH1213  ___________________________________________________________________
 LH1213  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 LH1213  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LH1213
 LH1213  HORZ ORDER  -  FIRST
 LH1213  VERT ORDER  -  THIRD ? (See Below)
 LH1213
 LH1213.The horizontal coordinates were established by classical geodetic methods
 LH1213.and adjusted by the National Geodetic Survey in August 1997..
 LH1213
 LH1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1213.The vertical order pertains to the NGVD 29 superseded value.
 LH1213
 LH1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1213
 LH1213.The geoid height was determined by GEOID03.
 LH1213
 LH1213;                    North         East     Units Scale Factor Converg.
 LH1213;SPC NE       -    24,707.128   627,531.098   MT  0.99997957   +0 59 25.6
 LH1213;UTM  14      - 4,432,970.975   542,186.637   MT  0.99962191   +0 19 05.5
 LH1213
 LH1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1213!SPC NE       -   0.99991438  x   0.99997957  =   0.99989395
 LH1213!UTM  14      -   0.99991438  x   0.99962191  =   0.99953632
 LH1213
 LH1213:                Primary Azimuth Mark                     Grid Az
 LH1213:SPC NE       -  COWLES ATT RELAY TOWER                   034 57 58.6
 LH1213:UTM  14      -  COWLES ATT RELAY TOWER                   035 38 18.7
 LH1213
 LH1213|---------------------------------------------------------------------|
 LH1213| PID    Reference Object                     Distance      Geod. Az  |
 LH1213|                                                           dddmmss.s |
 LH1213| LH1182 COWLES ATT RELAY TOWER              APPROX.11.5 KM 0355724.2 |
 LH1213| LH1214 MERRILL                              26.639 METERS 13243     |
 LH1213| LH1209 REIHER RESET                        APPROX.14.4 KM 3595543.1 |
 LH1213|---------------------------------------------------------------------|
 LH1213
 LH1213                          SUPERSEDED SURVEY CONTROL
 LH1213
 LH1213  NAD 83(1986)-  40 02 45.31561(N)    098 30 19.61031(W) AD(       ) 1
 LH1213  NAD 27      -  40 02 45.27093(N)    098 30 18.38597(W) AD(       ) 1
 LH1213  NGVD 29 (07/19/86)  571.54   (m)         1875.1    (f) LEVELING    3  
 LH1213
 LH1213.Superseded values are not recommended for survey control.
 LH1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1213.See file dsdata.txt to determine how the superseded data were derived.
 LH1213
 LH1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4218732971(NAD 83)
 LH1213_MARKER: DS = TRIANGULATION STATION DISK
 LH1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1213+STABILITY: SURFACE MOTION
 LH1213
 LH1213  HISTORY     - Date     Condition        Report By
 LH1213  HISTORY     - 1967     MONUMENTED       CGS
 LH1213
 LH1213                          STATION DESCRIPTION
 LH1213
 LH1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (COP)
 LH1213'STATION IS AT THE SAME LOCATION AND ON THE SAME PROPERTY AS
 LH1213'TRIANGULATION STATION MERRILL 1966.
 LH1213'
 LH1213'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 LH1213'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 7 INCHES BELOW THE
 LH1213'SURFACE OF THE GROUND AND IS STAMPED MERRILL RM A 1966.  IT IS
 LH1213'174.5 FEET WEST OF A NORTH-SOUTH FENCELINE, 102 FEET NORTH OF A
 LH1213'GRADED ROAD, 78.7 FEET NORTH-NORTHEAST OF THE WEST END OF A
 LH1213'GATE AND 76.7 FEET NORTH OF AN EAST-WEST FENCELINE.
 LH1213'
 LH1213'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MERRILL 1966,
 LH1213'DISTANCE BEING SHOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0497 ***********************************************************************
 NO0497  DESIGNATION -  MERRIMAN
 NO0497  PID         -  NO0497
 NO0497  STATE/COUNTY-  NE/CHERRY
 NO0497  USGS QUAD   -  MERRIMAN (1990)
 NO0497
 NO0497                         *CURRENT SURVEY CONTROL
 NO0497  ___________________________________________________________________
 NO0497* NAD 83(1995)-  42 59 27.01930(N)    101 41 54.94330(W)     ADJUSTED  
 NO0497* NAVD 88     -      1045.     (meters)    3428.     (feet)  SCALED    
 NO0497  ___________________________________________________________________
 NO0497  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 NO0497  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 NO0497
 NO0497  HORZ ORDER  -  SECOND
 NO0497
 NO0497.The horizontal coordinates were established by classical geodetic methods
 NO0497.and adjusted by the National Geodetic Survey in August 1997..
 NO0497
 NO0497.The orthometric height was scaled from a topographic map.
 NO0497
 NO0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0497
 NO0497.The geoid height was determined by GEOID03.
 NO0497
 NO0497;                    North         East     Units Scale Factor Converg.
 NO0497;SPC NE       -   351,964.203   361,483.806   MT  0.99999581   -1 07 32.4
 NO0497;SPC SD S     -    73,958.483   488,667.427   MT  0.99996643   -0 56 30.6
 NO0497;SPC SD S     -   242,645.46  1,603,236.38   sFT  0.99996643   -0 56 30.6
 NO0497;UTM  14      - 4,763,331.536   280,003.434   MT  1.00019544   -1 50 27.1
 NO0497
 NO0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0497!SPC NE       -   0.99983912  x   0.99999581  =   0.99983493
 NO0497!SPC SD S     -   0.99983912  x   0.99996643  =   0.99980556
 NO0497!UTM  14      -   0.99983912  x   1.00019544  =   1.00003453
 NO0497
 NO0497|---------------------------------------------------------------------|
 NO0497| PID    Reference Object                     Distance      Geod. Az  |
 NO0497|                                                           dddmmss.s |
 NO0497| CP9960 MERRIMAN RM 1                        75.319 METERS 06008     |
 NO0497| NO0496 MERRIMAN MUNICIPAL TANK             APPROX. 8.3 KM 1811937.9 |
 NO0497| CP9959 MERRIMAN AZ MK                                     3055119.6 |
 NO0497| CP9961 MERRIMAN RM 2                        36.863 METERS 34213     |
 NO0497| OS0761 MARTIN MUNICIPAL TANK               APPROX.20.7 KM 3523313.8 |
 NO0497|---------------------------------------------------------------------|
 NO0497
 NO0497                          SUPERSEDED SURVEY CONTROL
 NO0497
 NO0497  NAD 83(1986)-  42 59 27.01266(N)    101 41 54.95053(W) AD(       ) 2
 NO0497  NAD 27      -  42 59 26.99300(N)    101 41 53.43000(W) AD(       ) 2
 NO0497
 NO0497.Superseded values are not recommended for survey control.
 NO0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0497.See file dsdata.txt to determine how the superseded data were derived.
 NO0497
 NO0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN8000363332(NAD 83)
 NO0497_MARKER: DS = TRIANGULATION STATION DISK
 NO0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0497
 NO0497  HISTORY     - Date     Condition        Report By
 NO0497  HISTORY     - 1936     MONUMENTED       CGS
 NO0497
 NO0497                          STATION DESCRIPTION
 NO0497
 NO0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0497'STATION MERRIMAN 1936 IS LOCATED ON THE HIGHEST AND MOST
 NO0497'PROMINENT SAND HILL ON THE PROPERTY OF MR. J.J. FAIRHEAD
 NO0497'IN THE STATE OF NEBRASKA, ABOUT 1/2 MILE SOUTH OF THE
 NO0497'NEBRASKA-SOUTH DAKOTA STATE LINE, ABOUT 5 MILES NORTH BY
 NO0497'AIRLINE FROM MERRIMAN, NEBR., ABOUT 1 MILE EAST OF THE FAIRHEAD
 NO0497'HOUSE (A STUCCO 2-STORY HOUSE), AND ABOUT 300 FEET WEST OF
 NO0497'NORTH-SOUTH FENCE.
 NO0497'
 NO0497'TO REACH FROM MERRIMAN, NEBR., GO NORTH ON NEBRASKA STATE
 NO0497'HIGHWAY 61 FOR 4.3 MILES TO A STUCCO 2-STORY HOUSE ON THE
 NO0497'WEST SIDE OF THE ROAD, HERE TURN EAST THROUGH GATE AND GO
 NO0497'ACROSS ROLLING PASTURE TO HIGHEST SAND HILL IN THE VICINITY
 NO0497'AND STATION SITE, APPROXIMATELY 1.0 MILE.
 NO0497'
 NO0497'REFERENCE MARK NO. 1 IS 247.11 FEET EAST OF STATION, AND IS
 NO0497'43.62 FEET WEST OF FENCE RUNNING NORTH AND SOUTH.  MARK PROJECTS
 NO0497'3 INCHES.
 NO0497'
 NO0497'REFERENCE MARK NO. 2 IS 120.94 FEET NORTH OF STATION.  MARK
 NO0497'PROJECTS 3 INCHES.
 NO0497'
 NO0497'THE AZIMUTH MARK IS 0.75 MILE NORTH OF WEST OF STATION,
 NO0497'39.7 FEET EAST OF THE CENTERLINE OF SOUTH DAKOTA STATE HIGHWAY
 NO0497'73, 8 FEET NORTH OF GATE ON EAST SIDE OF ROAD, 0.1 MILE NORTH
 NO0497'OF SOUTH DAKOTA-NEBRASKA STATE LINE.  THE MARK PROJECTS 4
 NO0497'INCHES ABOVE GROUND.
 NO0497'
 NO0497'ALL POINTS ARE VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH8657 ***********************************************************************
 AH8657  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8657  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH8657  DESIGNATION -  MERRIMAN CORS ARP
 AH8657  CORS_ID     -  MRRN
 AH8657  PID         -  AH8657
 AH8657  STATE/COUNTY-  NE/CHERRY
 AH8657  USGS QUAD   -  MERRIMAN (1990)
 AH8657
 AH8657                         *CURRENT SURVEY CONTROL
 AH8657  ___________________________________________________________________
 AH8657* NAD 83(CORS)-  42 54 15.40754(N)    101 41 47.07487(W)     ADJUSTED  
 AH8657* NAVD 88     -       991.88   (meters)    3254.2    (feet)  GPS OBS   
 AH8657  ___________________________________________________________________
 AH8657  EPOCH DATE  -        2002.00
 AH8657  X           -    -948,739.408 (meters)                     COMP
 AH8657  Y           -  -4,582,735.445 (meters)                     COMP
 AH8657  Z           -   4,320,380.795 (meters)                     COMP
 AH8657  ELLIP HEIGHT-         972.57  (meters)          (03/??/02) GPS OBS
 AH8657  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 AH8657
 AH8657  HORZ ORDER  -  SPECIAL (CORS)
 AH8657  ELLP ORDER  -  SPECIAL (CORS)
 AH8657
 AH8657.ITRF positions are available for this station.
 AH8657.The coordinates were established by GPS observations
 AH8657.and adjusted by the National Geodetic Survey in March 2002..
 AH8657.The coordinates are valid at the epoch date displayed above.
 AH8657.The epoch date for horizontal control is a decimal equivalence
 AH8657.of Year/Month/Day.
 AH8657
 AH8657.The orthometric height was determined by GPS observations and a
 AH8657.high-resolution geoid model using precise GPS observation and
 AH8657.processing techniques.
 AH8657
 AH8657.The PID for the CORS L1 Phase Center is AJ7952.
 AH8657
 AH8657.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH8657
 AH8657.The ellipsoidal height was determined by GPS observations
 AH8657.and is referenced to NAD 83.
 AH8657
 AH8657.The geoid height was determined by GEOID03.
 AH8657
 AH8657;                    North         East     Units Scale Factor Converg.
 AH8657;SPC NE       -   342,346.813   361,473.361   MT  0.99995749   -1 07 27.1
 AH8657
 AH8657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8657!SPC NE       -   0.99984750  x   0.99995749  =   0.99980500
 AH8657
 AH8657                          SUPERSEDED SURVEY CONTROL
 AH8657
 AH8657  NAD 83(CORS)-  42 54 15.40753(N)    101 41 47.07494(W) AD(1997.00) c
 AH8657  ELLIP H (03/??/99)  972.56   (m)                       GP(1997.00) c c
 AH8657
 AH8657.Superseded values are not recommended for survey control.
 AH8657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8657.See file dsdata.txt to determine how the superseded data were derived.
 AH8657
 AH8657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7987353713(NAD 83)
 AH8657_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH8657
 AH8657                          STATION DESCRIPTION
 AH8657
 AH8657'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AH8657'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH8657'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH8657'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH8657'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH8657'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7952 ***********************************************************************
 AJ7952  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7952  DESIGNATION -  MERRIMAN CORS L1 PHASE CENTER
 AJ7952  CORS_ID     -  MRRN
 AJ7952  PID         -  AJ7952
 AJ7952  STATE/COUNTY-  NE/CHERRY
 AJ7952  USGS QUAD   -  MERRIMAN (1990)
 AJ7952
 AJ7952                         *CURRENT SURVEY CONTROL
 AJ7952  ___________________________________________________________________
 AJ7952* NAD 83(CORS)-  42 54 15.40753(N)    101 41 47.07481(W)     ADJUSTED  
 AJ7952* NAVD 88     -                                                        
 AJ7952  ___________________________________________________________________
 AJ7952  EPOCH DATE  -        2002.00
 AJ7952  X           -    -948,739.419 (meters)                     COMP
 AJ7952  Y           -  -4,582,735.503 (meters)                     COMP
 AJ7952  Z           -   4,320,380.849 (meters)                     COMP
 AJ7952  ELLIP HEIGHT-         972.65  (meters)          (03/??/02) GPS OBS
 AJ7952  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 AJ7952
 AJ7952  HORZ ORDER  -  SPECIAL (CORS)
 AJ7952  ELLP ORDER  -  SPECIAL (CORS)
 AJ7952
 AJ7952.ITRF positions are available for this station.
 AJ7952.The coordinates were established by GPS observations
 AJ7952.and adjusted by the National Geodetic Survey in March 2002..
 AJ7952.The coordinates are valid at the epoch date displayed above.
 AJ7952.The epoch date for horizontal control is a decimal equivalence
 AJ7952.of Year/Month/Day.
 AJ7952
 AJ7952
 AJ7952.The PID for the CORS ARP is AH8657.
 AJ7952
 AJ7952.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7952
 AJ7952.The ellipsoidal height was determined by GPS observations
 AJ7952.and is referenced to NAD 83.
 AJ7952
 AJ7952.The geoid height was determined by GEOID03.
 AJ7952
 AJ7952;                    North         East     Units Scale Factor Converg.
 AJ7952;SPC NE       -   342,346.812   361,473.362   MT  0.99995749   -1 07 27.1
 AJ7952
 AJ7952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7952!SPC NE       -   0.99984749  x   0.99995749  =   0.99980498
 AJ7952
 AJ7952                          SUPERSEDED SURVEY CONTROL
 AJ7952
 AJ7952  NAD 83(CORS)-  42 54 15.40752(N)    101 41 47.07489(W) AD(1997.00) c
 AJ7952  ELLIP H (03/??/99)  972.63   (m)                       GP(1997.00) c c
 AJ7952
 AJ7952.Superseded values are not recommended for survey control.
 AJ7952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7952.See file dsdata.txt to determine how the superseded data were derived.
 AJ7952
 AJ7952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7987353713(NAD 83)
 AJ7952_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7952
 AJ7952                          STATION DESCRIPTION
 AJ7952
 AJ7952'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7952'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7952'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7952'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7952'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7952'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0496 ***********************************************************************
 NO0496  DESIGNATION -  MERRIMAN MUNICIPAL TANK
 NO0496  PID         -  NO0496
 NO0496  STATE/COUNTY-  NE/CHERRY
 NO0496  USGS QUAD   -  MERRIMAN (1990)
 NO0496
 NO0496                         *CURRENT SURVEY CONTROL
 NO0496  ___________________________________________________________________
 NO0496* NAD 83(1995)-  42 54 58.12376(N)    101 42 03.41924(W)     ADJUSTED  
 NO0496* NAVD 88     -                                                        
 NO0496  ___________________________________________________________________
 NO0496  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 NO0496  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 NO0496
 NO0496  HORZ ORDER  -  THIRD
 NO0496
 NO0496.The horizontal coordinates were established by classical geodetic methods
 NO0496.and adjusted by the National Geodetic Survey in August 1997..
 NO0496
 NO0496
 NO0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0496
 NO0496.The geoid height was determined by GEOID03.
 NO0496
 NO0496;                    North         East     Units Scale Factor Converg.
 NO0496;SPC NE       -   343,671.952   361,128.600   MT  0.99996261   -1 07 38.0
 NO0496;SPC SD S     -    65,665.179   488,338.823   MT  0.99998142   -0 56 36.4
 NO0496;SPC SD S     -   215,436.51  1,602,158.29   sFT  0.99998142   -0 56 36.4
 NO0496;UTM  14      - 4,755,042.552   279,544.832   MT  1.00019794   -1 50 23.6
 NO0496
 NO0496                          SUPERSEDED SURVEY CONTROL
 NO0496
 NO0496  NAD 83(1986)-  42 54 58.11770(N)    101 42 03.42449(W) AD(       ) 4
 NO0496  NAD 27      -  42 54 58.11300(N)    101 42 01.91200(W) AD(       ) 3
 NO0496
 NO0496.Superseded values are not recommended for survey control.
 NO0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0496.See file dsdata.txt to determine how the superseded data were derived.
 NO0496
 NO0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7954555043(NAD 83)
 NO0496_MARKER: 53 = ELEVATED TANK
 NO0496
 NO0496  HISTORY     - Date     Condition        Report By
 NO0496  HISTORY     - 1936     FIRST OBSERVED   CGS
 NO0496  HISTORY     - 1946     GOOD             CGS
 NO0496
 NO0496                          STATION DESCRIPTION
 NO0496
 NO0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0496'POINT OBSERVED UPON WAS THE FINIAL OF THE SILVER MUNICIPAL
 NO0496'WATER TANK OF MERRIMAN, NEBR. LOCATED AT THE SOUTHEAST EDGE
 NO0496'OF TOWN, APPROXIMATELY 100 FEET HIGH.
 NO0496'
 NO0496'OBSERVED UPON FROM TRIANGULATION STATIONS, MERRIMAN AND MARTIN.
 NO0496
 NO0496                          STATION RECOVERY (1946)
 NO0496
 NO0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0496'STATION IS LOCATED AT THE SOUTH EDGE OF THE TOWN OF MERRIMAN,
 NO0496'3 BLOCKS SOUTH OF THE JUNCTION OF U.S. HIGHWAY NO. 20 AND
 NO0496'STATE HIGHWAY NO. 61, AND 75 FEET WEST OF THE CENTERLINE
 NO0496'OF A DIRT ROAD.
 NO0496'
 NO0496'IT IS A STANDARD, STEEL-CONSTRUCTED WATER TANK AND HAS A BALL
 NO0496'AT ITS APEX.  THE ENTIRE STRUCTURE IS PAINTED ALUMINUM AND
 NO0496'HAS THE SIGN MERRIMAN IN BLACK LETTERS ON THE NORTH SIDE OF
 NO0496'THE TANK PROPER.  IT IS APPROXIMATELY 100 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0717 ***********************************************************************
 NN0717  DESIGNATION -  MESSLER
 NN0717  PID         -  NN0717
 NN0717  STATE/COUNTY-  NE/BOYD
 NN0717  USGS QUAD   -  NAPER (1951)
 NN0717
 NN0717                         *CURRENT SURVEY CONTROL
 NN0717  ___________________________________________________________________
 NN0717* NAD 83(1995)-  42 59 15.86145(N)    099 06 45.23467(W)     ADJUSTED  
 NN0717* NAVD 88     -       639.07   (+/-2cm)    2096.7    (feet)  VERTCON   
 NN0717  ___________________________________________________________________
 NN0717  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 NN0717  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NN0717
 NN0717  HORZ ORDER  -  FIRST
 NN0717  VERT ORDER  -  THIRD ? (See Below)
 NN0717
 NN0717.The horizontal coordinates were established by classical geodetic methods
 NN0717.and adjusted by the National Geodetic Survey in August 1997..
 NN0717
 NN0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0717.The vertical order pertains to the NGVD 29 superseded value.
 NN0717
 NN0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0717
 NN0717.The geoid height was determined by GEOID03.
 NN0717
 NN0717;                    North         East     Units Scale Factor Converg.
 NN0717;SPC NE       -   350,630.612   572,375.003   MT  0.99999440   +0 35 17.2
 NN0717;SPC SD S     -    73,430.771   699,555.538   MT  0.99996702   +0 50 31.7
 NN0717;SPC SD S     -   240,914.12  2,295,125.13   sFT  0.99996702   +0 50 31.7
 NN0717;UTM  14      - 4,759,459.413   490,823.173   MT  0.99960104   -0 04 36.3
 NN0717
 NN0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0717!SPC NE       -   0.99990378  x   0.99999440  =   0.99989818
 NN0717!SPC SD S     -   0.99990378  x   0.99996702  =   0.99987081
 NN0717!UTM  14      -   0.99990378  x   0.99960104  =   0.99950486
 NN0717
 NN0717:                Primary Azimuth Mark                     Grid Az
 NN0717:SPC NE       -  BONESTEEL MUNICIPAL TANK                 052 33 31.7
 NN0717:SPC SD S     -  BONESTEEL MUNICIPAL TANK                 052 18 17.2
 NN0717:UTM  14      -  BONESTEEL MUNICIPAL TANK                 053 13 25.2
 NN0717
 NN0717|---------------------------------------------------------------------|
 NN0717| PID    Reference Object                     Distance      Geod. Az  |
 NN0717|                                                           dddmmss.s |
 NN0717| OR0830 BONESTEEL MUNICIPAL TANK            APPROX.16.5 KM 0530848.9 |
 NN0717| OR0828 FAIRFAX MUNICIPAL TANK              APPROX.18.5 KM 0742947.9 |
 NN0717| CO3242 MESSLER RM 1                         26.283 METERS 09142     |
 NN0717| CO3243 MESSLER RM 2                         18.206 METERS 15826     |
 NN0717| CO3240 MESSLER AZ MK                                      2222948.0 |
 NN0717| CO3241 MESSLER AZ MK 2                                    2235206.9 |
 NN0717| OR0894 HERRICK MUNICIPAL TANK              APPROX.15.3 KM 3362615.5 |
 NN0717|---------------------------------------------------------------------|
 NN0717
 NN0717                          SUPERSEDED SURVEY CONTROL
 NN0717
 NN0717  NAD 83(1986)-  42 59 15.86828(N)    099 06 45.24211(W) AD(       ) 1
 NN0717  NAD 27      -  42 59 15.87100(N)    099 06 43.89600(W) AD(       ) 1
 NN0717  NGVD 29 (07/19/86)  638.77   (m)         2095.7    (f) LEVELING    3  
 NN0717
 NN0717.Superseded values are not recommended for survey control.
 NN0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0717.See file dsdata.txt to determine how the superseded data were derived.
 NN0717
 NN0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9082359459(NAD 83)
 NN0717_MARKER: DS = TRIANGULATION STATION DISK
 NN0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0717
 NN0717  HISTORY     - Date     Condition        Report By
 NN0717  HISTORY     - 1936     MONUMENTED       CGS
 NN0717  HISTORY     - 1940     GOOD             CGS
 NN0717  HISTORY     - 1948     GOOD             CGS
 NN0717  HISTORY     - 1969     GOOD             CGS
 NN0717
 NN0717                          STATION DESCRIPTION
 NN0717
 NN0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NN0717'ABOUT 7 MILES SOUTH-SOUTHWEST OF ST. CHARLES, S. DAK., 10.5
 NN0717'MILES SOUTHWEST OF BONESTEEL, S.DAK., 0.75 MILE SOUTH OF THE
 NN0717'NEBRASKA-SOUTH DAKOTA STATE LINE, AND 0.65 MILE WEST OF THE
 NN0717'ST. CHARLES TO NAPER, GRADED ROAD.
 NN0717'
 NN0717'TO REACH FROM ST. CHARLES TAKE THE NAPER ROAD SOUTH FOR 6.2
 NN0717'MILES FROM RAILROAD CROSSING, AND TURN WEST FOR 0.65 MILE
 NN0717'TO HIGHEST POINT AND STATION SITE.  STATION IS 38 FEET NORTH
 NN0717'OF CENTERLINE OF ROAD, 1/2 FOOT SOUTH OF FENCE LINE OF A
 NN0717'STRIP OF LAND FARMED BY A MR. STOLLIGER, AND OWNED BY A
 NN0717'LAND COMPANY.  MARK PROJECTS ABOUT 6 INCHES.
 NN0717'
 NN0717'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 1 FOOT SOUTH
 NN0717'OF THE SAME FENCE, AND PROJECTS 4 INCHES.
 NN0717'
 NN0717'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION, ACROSS
 NN0717'ROAD, 1 FOOT NORTH OF FENCE AND PROJECTS 6 INCHES.  IT IS
 NN0717'83.23 FEET SOUTHWEST OF REFERENCE MARK NO. 1.
 NN0717'
 NN0717'AZIMUTH MARK IS SOUTHWEST OF STATION, 0.2 MILE SOUTH OF
 NN0717'CROSSROADS, JUST (0.15 MILE) WEST OF STATION, 1 FOOT NORTH
 NN0717'OF FENCE CORNER, 1/2 FOOT WEST OF FENCE LINE, 6 PACES EAST
 NN0717'OF CENTERLINE OF ROAD AND PROJECTS 4 INCHES.
 NN0717'
 NN0717'ALL STATION VISIBLE FROM THE GROUND.
 NN0717'
 NN0717'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NN0717'AS DESCRIBED.
 NN0717'
 NN0717'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 NN0717
 NN0717                          STATION RECOVERY (1940)
 NN0717
 NN0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0717'STATION RECOVERED AS DESCRIBED BY J.D.T., IN 1936.  ALL
 NN0717'MARKS FOUND IN GOOD CONDITION.  ALL MEASUREMENTS CHECK AS
 NN0717'DESCRIBED.
 NN0717
 NN0717                          STATION RECOVERY (1948)
 NN0717
 NN0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0717'THE STATION WAS RECOVERED AS DESCRIBED BY J.D.T. IN 1936
 NN0717'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO
 NN0717'THE REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 NN0717'THE ROADS AND FENCES IN THE VICINITY HAVE BEEN CHANGED.  A
 NN0717'COMPLETE NEW DESCRIPTION FOLLOWS.
 NN0717'
 NN0717'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHWEST OF BONESTEEL,
 NN0717'ABOUT 7 MILES SOUTH-SOUTHWEST OF ST. CHARLES, AND ABOUT 3/4
 NN0717'MILE SOUTH OF THE SOUTH DAKOTA-NEBRASKA STATE LINE.  IT IS
 NN0717'32 FEET NORTH OF A TRACK ROAD, AND IS SET IN AN EAST-WEST
 NN0717'FENCE LINE.  THE DISK IS STAMPED MESSLER 1936 AND PROJECTS
 NN0717'6 INCHES.
 NN0717'
 NN0717'REFERENCE MARK NO. 1 IS 86.23 FEET EAST OF THE STATION, 32
 NN0717'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT SOUTH
 NN0717'OF THE FENCE LINE.  THE DISK IS STAMPED MESSLER NO 1 1936
 NN0717'AND PROJECTS 6 INCHES.
 NN0717'
 NN0717'REFERENCE MARK NO. 2 IS 59.73 FEET SOUTH-SOUTHEAST OF THE
 NN0717'STATION, AND 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 NN0717'THE DISK IS STAMPED MESSLER NO 2 1936 AND PROJECTS 6 INCHES.
 NN0717'
 NN0717'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION,
 NN0717'0.2 MILE SOUTH OF A CROSSROAD, AND 22 FEET EAST OF A NORTH-SOUTH
 NN0717'ROAD.  THE DISK IS STAMPED MESSLER 1936 AND PROJECTS 4 INCHES.
 NN0717'
 NN0717'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 NN0717'TRACK ROAD FOR 0.2 MILE TO A CROSS ROAD.  TURN LEFT AND
 NN0717'GO SOUTH FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 NN0717'
 NN0717'TO REACH THE STATION FROM THE DEPOT IN ST. CHARLES, GO WEST
 NN0717'ON U.S. HIGHWAY 18 FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN
 NN0717'LEFT AND GO SOUTH ON A GRAVELLED ROAD FOR 7.05 MILES TO A
 NN0717'CROSS ROAD.  TURN RIGHT AND GO WEST ON A TRACK ROAD FOR 0.8
 NN0717'MILE TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT
 NN0717'AS DESCRIBED.
 NN0717'
 NN0717'(NOTE--METERS AND FEET FOR R.M. NO. 1 DO NOT CHECK)
 NN0717'
 NN0717'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NN0717
 NN0717                          STATION RECOVERY (1969)
 NN0717
 NN0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NN0717'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 NN0717'GOOD CONDITION.  AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION,
 NN0717'BUT WAS IN DANGER OF BEING DESTROYED BY EROSION DUE TO GRADER
 NN0717'OPERATIONS.  A NEW AZIMUTH MARK WAS SET AND THE 1936 AZIMUTH
 NN0717'MARK WAS DESTROYED.
 NN0717'
 NN0717'A NEW DESCRIPTION FOLLOWS--
 NN0717'
 NN0717'STATION IS LOCATED ALONG THE NORTH SIDE OF A SECTION LINE
 NN0717'ROAD, 10-1/2 MILES SOUTHWEST OF BONESTEEL AND 2-1/2 MILES
 NN0717'NORTHWEST OF NAPER.  STATION, A STANDARD DISK SET IN THE TOP
 NN0717'OF A SQUARE CONCRETE POST AND STAMPED MESSLER 1936 IS 33
 NN0717'FEET NORTH OF THE CENTERLINE OF SECTION LINE ROAD, 1 FOOT
 NN0717'EAST OF A WITNESS POST AND IN THE FENCELINE.  THE MARK PROJECTS
 NN0717'4 INCHES.
 NN0717'
 NN0717'TO REACH FROM THE MAIN CROSSROADS IN THE VILLAGE OF NAPER,
 NN0717'GO NORTH ON GRAVELED ROAD FOR 0.75 MILE TO CROSSROADS.  TURN
 NN0717'LEFT AND GO WEST ON GRAVELED ROAD FOR 1 MILE TO CROSSROAD.
 NN0717'TURN RIGHT AND GO NORTH FOR 0.8 MILE TO AZIMUTH MARK ON LEFT
 NN0717'(WEST) SIDE OF ROAD.  CONTINUE NORTH 0.2 MILE TO CROSSROAD.
 NN0717'TURN RIGHT AND GO EAST 0.2 MILE TO STATION ON LEFT (NORTH)
 NN0717'SIDE OF ROAD AS DESCRIBED.
 NN0717'
 NN0717'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF
 NN0717'A SQUARE CONCRETE POST AND STAMPED MESSLER NO 1 1936, IS
 NN0717'32 FEET NORTH OF THE CENTERLINE OF ROAD AND 1 FOOT SOUTH OF
 NN0717'FENCELINE.  THE MARK PROJECTS 3 INCHES.
 NN0717'
 NN0717'REFERENCE MARK NO. 2, A STANDARD DISK, SET IN THE TOP OF
 NN0717'A SQUARE CONCRETE POST AND STAMPED MESSLER NO 2 1936 IS 23
 NN0717'FEET SOUTH OF THE CENTER LINE OF ROAD.  THE MARK PROJECTS
 NN0717'2 INCHES.
 NN0717'
 NN0717'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 NN0717'POST AND STAMPED MESSLER 1936 1969 IS 27 FEET WEST OF THE
 NN0717'CENTERLINE OF ROAD, 1 FOOT SOUTH OF A WITNESS POST AND 1 FOOT
 NN0717'EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES.
 NN0717'
 NN0717'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2
 NN0717'MI NW OF NAPER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1263 ***********************************************************************
 LH1263  DESIGNATION -  METHODIST CHURCH SPIRE
 LH1263  PID         -  LH1263
 LH1263  STATE/COUNTY-  NE/ADAMS
 LH1263  USGS QUAD   -  KENESAW (1969)
 LH1263
 LH1263                         *CURRENT SURVEY CONTROL
 LH1263  ___________________________________________________________________
 LH1263* NAD 83(1995)-  40 30 35.81309(N)    098 38 50.93380(W)     ADJUSTED  
 LH1263* NAVD 88     -                                                        
 LH1263  ___________________________________________________________________
 LH1263  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 LH1263  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 LH1263
 LH1263  HORZ ORDER  -  THIRD
 LH1263
 LH1263.The horizontal coordinates were established by classical geodetic methods
 LH1263.and adjusted by the National Geodetic Survey in August 1997..
 LH1263
 LH1263
 LH1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1263
 LH1263.The geoid height was determined by GEOID03.
 LH1263
 LH1263;                    North         East     Units Scale Factor Converg.
 LH1263;SPC NE       -    76,021.277   614,606.371   MT  0.99980829   +0 53 46.7
 LH1263;UTM  14      - 4,484,418.650   529,865.860   MT  0.99961098   +0 13 44.4
 LH1263
 LH1263                          SUPERSEDED SURVEY CONTROL
 LH1263
 LH1263  NAD 83(1986)-  40 30 35.81981(N)    098 38 50.93353(W) AD(       ) 4
 LH1263  NAD 27      -  40 30 35.77000(N)    098 38 49.69000(W) AD(       ) 3
 LH1263
 LH1263.Superseded values are not recommended for survey control.
 LH1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1263.See file dsdata.txt to determine how the superseded data were derived.
 LH1263
 LH1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2986684419(NAD 83)
 LH1263_MARKER: 90 = CHURCH SPIRE
 LH1263
 LH1263  HISTORY     - Date     Condition        Report By
 LH1263  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1263  HISTORY     - 1935     GOOD             CGS
 LH1263
 LH1263                          STATION DESCRIPTION
 LH1263
 LH1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1263'AT THE PRESENT TIME, THERE IS NO CHURCH IN SEC. 2, T. 6 N.,
 LH1263'R. 12 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0554 ***********************************************************************
 MN0554  DESIGNATION -  MEYER
 MN0554  PID         -  MN0554
 MN0554  STATE/COUNTY-  NE/CHEYENNE
 MN0554  USGS QUAD   -  POINT OF ROCKS (1972)
 MN0554
 MN0554                         *CURRENT SURVEY CONTROL
 MN0554  ___________________________________________________________________
 MN0554* NAD 83(1995)-  41 14 21.93428(N)    103 11 04.82955(W)     ADJUSTED  
 MN0554* NAVD 88     -      1351.     (meters)    4432.     (feet)  SCALED    
 MN0554  ___________________________________________________________________
 MN0554  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 MN0554  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 MN0554
 MN0554  HORZ ORDER  -  SECOND
 MN0554
 MN0554.The horizontal coordinates were established by classical geodetic methods
 MN0554.and adjusted by the National Geodetic Survey in August 1997..
 MN0554
 MN0554.The orthometric height was scaled from a topographic map.
 MN0554
 MN0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0554
 MN0554.The geoid height was determined by GEOID03.
 MN0554
 MN0554;                    North         East     Units Scale Factor Converg.
 MN0554;SPC NE       -   161,026.950   233,177.355   MT  0.99966935   -2 06 37.7
 MN0554;UTM  13      - 4,566,925.075   652,121.200   MT  0.99988480   +1 11 48.9
 MN0554
 MN0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0554!SPC NE       -   0.99979126  x   0.99966935  =   0.99946068
 MN0554!UTM  13      -   0.99979126  x   0.99988480  =   0.99967608
 MN0554
 MN0554:                Primary Azimuth Mark                     Grid Az
 MN0554:SPC NE       -  ORDVILLE SIOUX ORD DEPOT TANK            111 34 02.0
 MN0554:UTM  13      -  ORDVILLE SIOUX ORD DEPOT TANK            108 15 35.4
 MN0554
 MN0554|---------------------------------------------------------------------|
 MN0554| PID    Reference Object                     Distance      Geod. Az  |
 MN0554|                                                           dddmmss.s |
 MN0554| MN0543 ORDVILLE SIOUX ORD DEPOT TANK       APPROX. 7.5 KM 1092724.3 |
 MN0554| MN0542 ORDVILLE SIOUX ORD DEPOT STACK      APPROX. 7.4 KM 1104248.0 |
 MN0554| CP7747 MEYER RM 2                           19.856 METERS 18906     |
 MN0554| CP7746 MEYER RM 1                           23.121 METERS 35208     |
 MN0554| CP7745 MEYER AZ MK                                        3562124.6 |
 MN0554|---------------------------------------------------------------------|
 MN0554
 MN0554                          SUPERSEDED SURVEY CONTROL
 MN0554
 MN0554  NAD 83(1995)-  41 14 21.93318(N)    103 11 04.82963(W) AD(       ) 2
 MN0554  NAD 83(1986)-  41 14 21.92671(N)    103 11 04.83018(W) AD(       ) 2
 MN0554  NAD 27      -  41 14 21.99310(N)    103 11 03.08500(W) AD(       ) 2
 MN0554
 MN0554.Superseded values are not recommended for survey control.
 MN0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0554.See file dsdata.txt to determine how the superseded data were derived.
 MN0554
 MN0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5212166925(NAD 83)
 MN0554_MARKER: DS = TRIANGULATION STATION DISK
 MN0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0554_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0554
 MN0554  HISTORY     - Date     Condition        Report By
 MN0554  HISTORY     - 1963     MONUMENTED       CGS
 MN0554
 MN0554                          STATION DESCRIPTION
 MN0554
 MN0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0554'THE STATION IS LOCATED IN PASTURE LAND OWNED BY MR. JOHN D.
 MN0554'MEYER, 13 MILES NORTHWEST OF SIDNEY, 7-1/4 MILES EAST-NORTHEAST
 MN0554'OF POTTER AND 4 MILES WEST-NORTHWEST OF ORDVILLE.
 MN0554'
 MN0554'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, DRIVE
 MN0554'WEST ON ILLINOIS AVE AND U.S. HIGHWAY 30 FOR 8.25 MILES TO THE
 MN0554'JUNCTION OF STATE SPUR 230.  CONTINUE WEST ON U.S. HIGHWAY 30
 MN0554'FOR 3.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE NORTH
 MN0554'ON A GRADED ROAD FOR 2.3 MILES TO THE TOP OF A HILL AND THE
 MN0554'STATION ON THE EAST SIDE OF THE ROAD.
 MN0554'
 MN0554'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ON THE
 MN0554'GRADED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE WEST SIDE
 MN0554'OF THE ROAD.
 MN0554'
 MN0554'THE STATION IS A STANDARD DISK, STAMPED MEYER 1963, SET IN
 MN0554'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0554'IN DIAMETER AND SET 12 INCHES BELOW THE GROUND SURFACE.  IT IS
 MN0554'46 FEET EAST OF THE CENTER OF A GRADED NORTH-SOUTH ROAD, 11.6
 MN0554'FEET EAST OF THE EAST RIGHT-OF-WAY FENCE ALONG THE ROAD AND
 MN0554'11.0 FEET EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 MN0554'
 MN0554'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MEYER NO 1 1963,
 MN0554'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0554'12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 MN0554'SURFACE.  IT IS 35 FEET EAST OF THE CENTER OF A GRADED NORTH-SOUTH
 MN0554'ROAD AND 1.0 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE ALONG
 MN0554'THE ROAD.
 MN0554'
 MN0554'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MEYER NO 2 1963,
 MN0554'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0554'12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 MN0554'SURFACE.  IT IS 35 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 MN0554'GRADED ROAD AND 1.0 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE
 MN0554'ALONG THE ROAD.
 MN0554'
 MN0554'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MEYER 1963, SET
 MN0554'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 MN0554'IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 MN0554'IT IS 38 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRADED ROAD
 MN0554'2.0 FEET SOUTH-SOUTHEAST OF A CORNER POST, 2.0 FEET
 MN0554'NORTH-NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND
 MN0554'1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE ALONG THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0486 ***********************************************************************
 MM0486  CBN         -  This is a Cooperative Base Network Control Station.
 MM0486  DESIGNATION -  MEYER RESET
 MM0486  PID         -  MM0486
 MM0486  STATE/COUNTY-  NE/ARTHUR
 MM0486  USGS QUAD   -  BEAN SOUP LAKE (1985)
 MM0486
 MM0486                         *CURRENT SURVEY CONTROL
 MM0486  ___________________________________________________________________
 MM0486* NAD 83(1995)-  41 38 26.83610(N)    101 35 57.84198(W)     ADJUSTED  
 MM0486* NAVD 88     -      1180.1    (meters)    3872.     (feet)  GPS OBS   
 MM0486  ___________________________________________________________________
 MM0486  X           -    -959,991.444 (meters)                     COMP
 MM0486  Y           -  -4,676,962.073 (meters)                     COMP
 MM0486  Z           -   4,216,641.316 (meters)                     COMP
 MM0486  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 MM0486  ELLIP HEIGHT-        1159.87  (meters)          (09/24/01) GPS OBS
 MM0486  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 MM0486
 MM0486  HORZ ORDER  -  B
 MM0486  ELLP ORDER  -  FOURTH    CLASS I
 MM0486
 MM0486.The horizontal coordinates were established by GPS observations
 MM0486.and adjusted by the National Geodetic Survey in June 1996..
 MM0486
 MM0486.The orthometric height was determined by GPS observations and a
 MM0486.high-resolution geoid model.
 MM0486
 MM0486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0486
 MM0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0486
 MM0486.The ellipsoidal height was determined by GPS observations
 MM0486.and is referenced to NAD 83.
 MM0486
 MM0486.The geoid height was determined by GEOID03.
 MM0486
 MM0486;                    North         East     Units Scale Factor Converg.
 MM0486;SPC NE       -   201,905.407   366,798.535   MT  0.99966136   -1 03 35.7
 MM0486;UTM  14      - 4,613,158.842   283,508.534   MT  1.00017680   -1 43 40.3
 MM0486
 MM0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0486!SPC NE       -   0.99981811  x   0.99966136  =   0.99947953
 MM0486!UTM  14      -   0.99981811  x   1.00017680  =   0.99999488
 MM0486
 MM0486|---------------------------------------------------------------------|
 MM0486| PID    Reference Object                     Distance      Geod. Az  |
 MM0486|                                                           dddmmss.s |
 MM0486| MM0487 T19N R37W SECS 4 5 8 9                8.518 METERS 02955     |
 MM0486| CP7744 MEYER RM 3                                         0883212.1 |
 MM0486| CP7742 MEYER AZ MK                                        0884949.7 |
 MM0486| CP7743 MEYER RM 2                           16.087 METERS 29525     |
 MM0486|---------------------------------------------------------------------|
 MM0486
 MM0486                          SUPERSEDED SURVEY CONTROL
 MM0486
 MM0486  ELLIP H (06/25/96) 1159.91   (m)                       GP(       ) 1 1
 MM0486  ELLIP H (01/07/93) 1159.74   (m)                       GP(       ) 4 2
 MM0486  NAD 83(1986)-  41 38 26.83695(N)    101 35 57.84610(W) AD(       ) 1
 MM0486  NAD 27      -  41 38 26.87800(N)    101 35 56.21500(W) AD(       ) 1
 MM0486  NGVD 29 (07/19/86) 1179.6    (m)         3870.     (f) VERT ANG       
 MM0486
 MM0486.Superseded values are not recommended for survey control.
 MM0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0486.See file dsdata.txt to determine how the superseded data were derived.
 MM0486
 MM0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM8350913159(NAD 83)
 MM0486_MARKER: DH = HORIZONTAL CONTROL DISK
 MM0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0486_SP_SET: CONCRETE POST
 MM0486_STAMPING: MEYER 1946 1973
 MM0486_MARK LOGO: CGS   
 MM0486_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MM0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0486+STABILITY: SURFACE MOTION
 MM0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0486+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 MM0486
 MM0486  HISTORY     - Date     Condition        Report By
 MM0486  HISTORY     - 1973     MONUMENTED       NGS
 MM0486  HISTORY     - 1973     GOOD             CGS
 MM0486  HISTORY     - 1974     GOOD             NGS
 MM0486  HISTORY     - 19890707 GOOD             NGS
 MM0486  HISTORY     - 19950517 GOOD             NGS
 MM0486  HISTORY     - 20050927 GOOD             NEDR
 MM0486
 MM0486                          STATION DESCRIPTION
 MM0486
 MM0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MM0486'THE STATION WAS RECOVERED WITH THE SURFACE MARK EXPOSED BY
 MM0486'WIND EROSION.  THE AZIMUTH MARK WAS NOT RECOVERED.  REFERENCE
 MM0486'MARK 2 AND THE GLO SECTION CORNER MARK WHICH SERVES AS REFERENCE
 MM0486'MARK 1 WERE RECOVERED IN GOOD CONDITION.  THE UNDERGROUND STATION
 MM0486'MARK WAS LOWERED AND A NEW SURFACE MARK WAS SET.  A NEW
 MM0486'REFERENCE MARK 3 WAS ESTABLISHED.  THE DISTANCE TO THE GLO MARK
 MM0486'MEASURED 0.040 M. LONGER AND THE ANGLE WAS 09 FT 19 IN
 MM0486'SMALLER THAN IN 1946 WHILE THE DISTANCE TO REFERENCE MARK 2
 MM0486'WAS .076 M. LONGER AND THE ANGLE WAS 03 FT 06 IN LARGER THAN
 MM0486'IN 1946 WHICH MIGHT SUGGEST THE UNDERGROUND MARK HAD BEEN
 MM0486'DISTURBED WHEN THE SURFACE MARK FELL OVER IT.  A COMPLETE
 MM0486'DESCRIPTION FOLLOWS--
 MM0486'
 MM0486'THE STATION IS LOCATED ABOUT 33 MILES WEST OF TRYON, 26 MILES
 MM0486'SOUTH-SOUTHEAST OF HYANNIS, AND 7 MILES NORTHEAST OF ARTHUR ON
 MM0486'A HIGH GRASSY RIDGE IN PASTURE LAND LEASED BY MR. JACK KRAMER
 MM0486'WHO LIVES ABOUT 2 MILES EAST OF THE STATION.
 MM0486'
 MM0486'TO REACH THE STATION FROM THE POST OFFICE ON THE MAIN STREET
 MM0486'IN ARTHUR GO NORTH ON STATE HIGHWAYS 61 AND 92 FOR 0.7 MILE
 MM0486'TO A FORK AND HIGHWAY JUNCTION.  TAKE THE RIGHT FORK AND GO
 MM0486'NORTH THEN EAST ON STATE HIGHWAY 92 FOR 4.8 MILES TO A NARROW
 MM0486'PAVED SIDE ROAD ON THE LEFT AND SIGN JACK KRAMER 4.  TURN
 MM0486'LEFT AND GO NORTH ON ONE LANE PAVED ROAD 2.9 MILES TO THE KRAMER
 MM0486'RANCH ROAD ON THE RIGHT AND WIRE GATE ON LEFT.  TURN LEFT THEN
 MM0486'IMMEDIATELY RIGHT AND GO NORTH IN FIELD ALONG WEST SIDE OF
 MM0486'FENCE 0.25 MILE.  AT THIS POINT LEAVE FENCELINE AND GO
 MM0486'NORTHWEST ACROSS PASTURE 0.2 MILE TO EAST-WEST FENCE LINE AT
 MM0486'TOP OF GRASSY BENCH AND REFERENCE MARK 3.  CONTINUE WEST
 MM0486'UPHILL ALONG SOUTH SIDE OF FENCELINE 0.3 MILE TO STATION AT
 MM0486'SUMMIT OF RIDGE.
 MM0486'
 MM0486'THE STATION MARK IS A STANDARD DISK STAMPED MEYER 1946 1973
 MM0486'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 MM0486'MONUMENT PROJECTING 1 INCH ABOVE GROUND.  IT IS 29.1 FEET
 MM0486'SOUTH-SOUTHWEST OF A FENCELINE T INTERSECTION AND 24.8 FEET
 MM0486'SOUTH-SOUTHEAST OF A METAL WITNESS POST SET IN THE EAST-WEST
 MM0486'FENCELINE.
 MM0486'
 MM0486'A U.S. GENERAL LAND OFFICE SECTION CORNER MARK SERVES AS
 MM0486'REFERENCE MARK 1.  IT IS A STANDARD BRASS CAP STAMPED T19N
 MM0486'R37W S5 S4 S8 S9 2 RIVETED TO THE TOP OF A 2-INCH IRON PIPE
 MM0486'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 16.9 FEET EAST OF THE
 MM0486'METAL WITNESS POST IN THE FENCELINE, 1 FOOT SOUTH OF THE
 MM0486'FENCE T INTERSECTION AND ABOUT 3 FEET LOWER THAN THE STATION.
 MM0486'
 MM0486'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MEYER NO 2 1946
 MM0486'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MM0486'PROJECTING 16 INCHES ABOVE GROUND.  IT IS 44.2 FEET WEST OF THE
 MM0486'METAL WITNESS POST IN THE FENCELINE, 6 INCHES SOUTH OF THE
 MM0486'FENCELINE, AND ABOUT 4 FEET LOWER THAN THE STATION MARK.
 MM0486'
 MM0486'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MEYER NO 3 1946
 MM0486'1973 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 MM0486'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 2.8
 MM0486'FEET EAST OF A METAL WITNESS POST WITH SIGN IN THE FENCELINE,
 MM0486'AND 6 INCHES SOUTH OF THE FENCELINE.
 MM0486'
 MM0486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 MM0486'NORTHEAST OF ARTHUR.
 MM0486
 MM0486                          STATION RECOVERY (1973)
 MM0486
 MM0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1973
 MM0486'RECOVERED IN GOOD CONDITION.
 MM0486
 MM0486                          STATION RECOVERY (1974)
 MM0486
 MM0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (SF)
 MM0486'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  RM 2
 MM0486'WAS BEING AFFECTED BY WIND EROSION.  RM 1 AND RM 3 ARE IN GOOD
 MM0486'CONDITION.
 MM0486'
 MM0486'THE STATION WAS OCCUPIED AS THE ANTENNA SITE FOR GEOCEIVER
 MM0486'STATION 51041.
 MM0486'
 MM0486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MM0486'7 MILES NORTHEAST OF ARTHUR.
 MM0486
 MM0486                          STATION RECOVERY (1989)
 MM0486
 MM0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MM0486'THE STATION IS LOCATED ABOUT 53 KM (32.95 MI) WEST OF TYRON, 41 KM
 MM0486'(25.50 MI) SOUTH-SOUTHEAST OF HYANNIS, 11 KM (6.85 MI) NORTHEAST OF
 MM0486'ARTHUR ON A HIGH GRASSY RIDGE IN A PASTURE LEASED BY MR CHET KRAMER
 MM0486'WHO LIVES ABOUT 3.2 KM (2.00 MI) EAST OF THE STATION, TELEPHONE
 MM0486'308-764-2371.
 MM0486'TO REACH THE STATION FROM THE U.S. POST OFFICE ON THE MAIN STREET IN
 MM0486'ARTHUR, GO NORTH ON STATE ROUTES 61 AND 92 FOR 1.12 KM (0.70 MI) TO A
 MM0486'FORK AND HIGHWAY JUNCTION.  TAKE THE RIGHT FORK AND GO NORTH THEN EAST
 MM0486'ON STATE ROUTE 92 FOR 8.29 KM (5.15 MI) TO A NARROW PAVED SIDE ROAD ON
 MM0486'THE LEFT AND A SIGN --CHET KRAMER 4--.  TURN LEFT AND GO NORTH ON THE
 MM0486'ONE LANE PAVE ROAD FOR 5.07 KM (3.15 MI) TO THE KRAMER RANCH ROAD ON
 MM0486'THE RIGHT AND A WIRE GATE ON THE LEFT.  TURN LEFT THEN IMMEDIATELY
 MM0486'RIGHT AND GO NORTH IN A FIELD ALONG THE WEST SIDE OF A FENCE FOR 0.40
 MM0486'KM (0.25 MI), THEN BEAR LEFT LEAVING THE FENCELINE AND GO NORTHWEST
 MM0486'ACROSS A PASTURE FOR 0.32 KM (0.20 MI) TO AN EAST-WEST FENCELINE AT
 MM0486'THE TOP OF A GRASSY BENCH AND REFERENCE MARK 3.  CONTINUE WEST UPHILL
 MM0486'ALONG THE SOUTH SIDE OF THE FENCELINE FOR 0.16 KM (0.10 MI) TO A GATE.
 MM0486'PASS THROUGH THE GATE AND CONTINUE WEST ALONG THE SOUTH SIDE OF THE
 MM0486'FENCE FOR 0.32 KM (0.20 MI) TO THE STATION AT THE SUMMIT OF THE RIDGE.
 MM0486'THE STATION MARK IS SET 8.87 M (29.1 FT) SOUTH-SOUTHWEST OF A
 MM0486'FENCELINE T-INTERSECTION, 8.53 M (28.0 FT) SOUTH-SOUTHWEST OF A
 MM0486'STANDARD BRASS CAP RIVETED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING
 MM0486'4 INCHES ABOVE THE SURFACE SERVING AS A U.S. GENERAL LAND OFFICE
 MM0486'SECTION CORNER MARK AND REFERENCE MARK 1 AND STAMPED ---T19N R37W S5
 MM0486'S4 S8 S9 2---, 7.56 M (24.8 FT) SOUTH-SOUTHEAST OF A WITNESS POST IN
 MM0486'THE EAST-WEST FENCELINE.
 MM0486'REDESCRIBED FROM SHEAS 1973 RECOVERY, VERIFIED BY R.D.BALL, TYPED BY
 MM0486'E.A.RICE.
 MM0486
 MM0486                          STATION RECOVERY (1995)
 MM0486
 MM0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MM0486'THE MARK IS LOCATED ABOUT 25.5 MI (41.0 KM) SOUTH-SOUTHEAST OF
 MM0486'HYANNIS, 6.75 MI (10.86 KM) NORTHEAST OF ARTHUR, 5.0 MI (8.0 KM) EAST
 MM0486'OF STATE HIGHWAY 61, 3.0 MI (4.8 KM) NORTH OF STATE HIGHWAY 92, IN
 MM0486'PASTURE LAND, IN THE NORTHEAST CORNER OF SEC8, T19N, R37W.
 MM0486'OWNERSHIP-THE ROBERT LUTE II TRUST.  PERMISSION GIVEN BY MICK KNOTT,
 MM0486'MEMBER OF THE TRUST, HC88, BOX 64, HYANNIS NE, TELEPHONE 308-764-2293.
 MM0486'TO REACH THE MARK FROM THE COURTHOUSE IN ARTHUR, GO NORTH ON STATE
 MM0486'HIGHWAYS 61 AND 92 FOR 0.75 MI (1.21 KM) TO WHERE HIGHWAY 92 TURNS
 MM0486'RIGHT.  TURN RIGHT AND GO EAST ON HIGHWAY 92 FOR 4.9 MI (7.9 KM) TO A
 MM0486'PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON A PAVED, ONE-LANE,
 MM0486'ROAD FOR 3.15 MI (5.07 KM) TO A GATE ON THE LEFT, OPPOSITE A DRIVE TO
 MM0486'MR. KNOTTS HOME.  TURN LEFT, PASS THROUGH THE GATE, THEN TURN RIGHT
 MM0486'AND GO NORTH, ALONG THE WEST SIDE OF THE FENCE FOR 0.25 MI (0.40 KM),
 MM0486'THEN BEAR LEFT AND GO NORTHWEST ACROSS A PASTURE FOR 0.2 MI (0.3 KM)
 MM0486'TO AN EAST/WEST FENCE LINE AND REFERENCE MARK 3.  CONTINUE WEST,
 MM0486'UPHILL, FOR 0.1 MI (0.2 KM) TO A GATE.  PASS THROUGH THE GATE AND
 MM0486'CONTINUE WESTERLY ALONG THE FENCE FOR 0.2 MI (0.3 KM) TO THE TOP OF A
 MM0486'HIGH HILL AND THE MARK.  THE DISK IS SET INTO THE TOP OF A ROUND
 MM0486'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 29.1 FT (8.9
 MM0486'M) SOUTH-SOUTHWEST OF A T-FENCE CORNER, 28.0 FT (8.5 M)
 MM0486'SOUTH-SOUTHWEST OF A PIPE AND CAP, THE SECTION CORNER MARK
 MM0486'STAMPED--T19N R37W S5 S4 S8 S9 2--AND 24.8 FT (7.6 M) SOUTH-SOUTHEAST
 MM0486'OF A WITNESS POST IN AN EAST/WEST FENCE.  REBAR WAS DRIVEN ALONG THE
 MM0486'SOUTH SIDE OF THE MARK.
 MM0486
 MM0486                          STATION RECOVERY (2005)
 MM0486
 MM0486'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MM0486'RM 1,2 AND 3 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0734 ***********************************************************************
 NP0734  DESIGNATION -  MICRO
 NP0734  PID         -  NP0734
 NP0734  STATE/COUNTY-  NE/SIOUX
 NP0734  USGS QUAD   -  UNIVERSITY LAKE NW (1983)
 NP0734
 NP0734                         *CURRENT SURVEY CONTROL
 NP0734  ___________________________________________________________________
 NP0734* NAD 83(1995)-  42 07 43.29527(N)    103 40 33.66549(W)     ADJUSTED  
 NP0734* NAVD 88     -      1494.8    (meters)    4904.     (feet)  VERTCON   
 NP0734  ___________________________________________________________________
 NP0734  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 NP0734  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 NP0734
 NP0734  HORZ ORDER  -  THIRD
 NP0734
 NP0734.The horizontal coordinates were established by classical geodetic methods
 NP0734.and adjusted by the National Geodetic Survey in August 1997..
 NP0734
 NP0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0734
 NP0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0734
 NP0734.The geoid height was determined by GEOID03.
 NP0734
 NP0734;                    North         East     Units Scale Factor Converg.
 NP0734;SPC NE       -   261,307.079   196,230.898   MT  0.99971763   -2 26 09.9
 NP0734;UTM  13      - 4,664,913.227   609,428.806   MT  0.99974734   +0 53 17.6
 NP0734
 NP0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0734!SPC NE       -   0.99976847  x   0.99971763  =   0.99948616
 NP0734!UTM  13      -   0.99976847  x   0.99974734  =   0.99951587
 NP0734
 NP0734:                Primary Azimuth Mark                     Grid Az
 NP0734:SPC NE       -  NORTH                                    179 43 44.0
 NP0734:UTM  13      -  NORTH                                    176 24 16.5
 NP0734
 NP0734|---------------------------------------------------------------------|
 NP0734| PID    Reference Object                     Distance      Geod. Az  |
 NP0734|                                                           dddmmss.s |
 NP0734| MN0641 NORTH                               APPROX.14.4 KM 1771734.1 |
 NP0734|---------------------------------------------------------------------|
 NP0734
 NP0734                          SUPERSEDED SURVEY CONTROL
 NP0734
 NP0734  NAD 83(1995)-  42 07 43.29459(N)    103 40 33.66631(W) AD(       ) 3
 NP0734  NAD 83(1986)-  42 07 43.28748(N)    103 40 33.67681(W) AD(       ) 3
 NP0734  NGVD 29 (09/11/89) 1494.1    (m)         4902.     (f) VERT ANG       
 NP0734
 NP0734.Superseded values are not recommended for survey control.
 NP0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0734.See file dsdata.txt to determine how the superseded data were derived.
 NP0734
 NP0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG0942964913(NAD 83)
 NP0734_MARKER: DS = TRIANGULATION STATION DISK
 NP0734_SETTING: 0 = UNSPECIFIED SETTING
 NP0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0734
 NP0734  HISTORY     - Date     Condition        Report By
 NP0734  HISTORY     - 1963     MONUMENTED       USGS
 NP0734
 NP0734                          STATION DESCRIPTION
 NP0734
 NP0734'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 NP0734'STATION LOCATED ABOUT 18.5 MI. N. AND 0.5 MI. W. OF SCOTTSBLUFF,
 NP0734'SCOTTS BLUFF COUNTY, NEBRASKA.  ABOUT 18 MI. N. AND 300 FT. E. OF THE
 NP0734'JUNCTION OF STATE HIGHWAY 71 AND U.S. HIGHWAY 26 IN WESTERN PORTION OF
 NP0734'SCOTTSBLUFF.  ABOUT 200 FT. ENE. OF A MICROWAVE TOWER ON THE HIGHEST
 NP0734'HILL IN THE VICINITY.
 NP0734'
 NP0734'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING ABOUT
 NP0734'0.3 FT., STAMPED---MICRO-ET 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0786 ***********************************************************************
 NN0786  DESIGNATION -  MID
 NN0786  PID         -  NN0786
 NN0786  STATE/COUNTY-  NE/ROCK
 NN0786  USGS QUAD   -  LONG PINE (1954)
 NN0786
 NN0786                         *CURRENT SURVEY CONTROL
 NN0786  ___________________________________________________________________
 NN0786* NAD 83(1995)-  42 34 44.43224(N)    099 37 50.55195(W)     ADJUSTED  
 NN0786* NAVD 88     -       721.     (meters)    2365.     (feet)  SCALED    
 NN0786  ___________________________________________________________________
 NN0786  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 NN0786  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 NN0786
 NN0786  HORZ ORDER  -  SECOND
 NN0786
 NN0786.The horizontal coordinates were established by classical geodetic methods
 NN0786.and adjusted by the National Geodetic Survey in August 1997..
 NN0786
 NN0786.The orthometric height was scaled from a topographic map.
 NN0786
 NN0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0786
 NN0786.The geoid height was determined by GEOID03.
 NN0786
 NN0786;                    North         East     Units Scale Factor Converg.
 NN0786;SPC NE       -   304,922.744   530,312.004   MT  0.99983429   +0 14 41.0
 NN0786;UTM  14      - 4,714,258.933   448,242.294   MT  0.99963296   -0 25 36.3
 NN0786
 NN0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0786!SPC NE       -   0.99989051  x   0.99983429  =   0.99972482
 NN0786!UTM  14      -   0.99989051  x   0.99963296  =   0.99952352
 NN0786
 NN0786:                Primary Azimuth Mark                     Grid Az
 NN0786:SPC NE       -  LONG PINE                                225 29 17.0
 NN0786:UTM  14      -  LONG PINE                                226 09 34.3
 NN0786
 NN0786|---------------------------------------------------------------------|
 NN0786| PID    Reference Object                     Distance      Geod. Az  |
 NN0786|                                                           dddmmss.s |
 NN0786| NN0785 LONG PINE                           APPROX. 8.1 KM 2254358.0 |
 NN0786| CO3245 MID RM 1                             10.214 METERS 25313     |
 NN0786| CO3244 MID AZ MK                                          2691427.8 |
 NN0786| CO3246 MID RM 2                             17.029 METERS 33710     |
 NN0786|---------------------------------------------------------------------|
 NN0786
 NN0786                          SUPERSEDED SURVEY CONTROL
 NN0786
 NN0786  NAD 83(1986)-  42 34 44.43856(N)    099 37 50.56388(W) AD(       ) 2
 NN0786  NAD 27      -  42 34 44.43700(N)    099 37 49.13700(W) AD(       ) 2
 NN0786
 NN0786.Superseded values are not recommended for survey control.
 NN0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0786.See file dsdata.txt to determine how the superseded data were derived.
 NN0786
 NN0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4824214259(NAD 83)
 NN0786_MARKER: DS = TRIANGULATION STATION DISK
 NN0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0786
 NN0786  HISTORY     - Date     Condition        Report By
 NN0786  HISTORY     - 1949     MONUMENTED       CGS
 NN0786  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NN0786
 NN0786                          STATION DESCRIPTION
 NN0786
 NN0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0786'THE STATION IS LOCATED ABOUT 5.25 MILES WEST-NORTHWEST OF
 NN0786'BASSETT AND ABOUT 4.75 MILES NORTHEAST OF LONG PINE.  IT
 NN0786'IS AT THE TOP OF A SMALL RISE ALONG THE RIGHT-OF-WAY OF A
 NN0786'GRADED ROAD, 26.5 FEET SOUTH OF THE CENTER OF A GRADED ROAD,
 NN0786'10.0 FEET NORTH OF A FENCE, AND 5.6 FEET WEST OF A WITNESS
 NN0786'POST.  IT PROJECTS 4 INCHES AND IS STAMPED MID 1949.
 NN0786'
 NN0786'REFERENCE MARK NO. 1 IS 35.0 FEET SOUTH OF THE CENTER OF
 NN0786'A GRADED ROAD AND 0.8 OF A FOOT NORTH OF A FENCE.  IT PROJECTS
 NN0786'5 INCHES AND IS STAMPED MID NO 1 1949.
 NN0786'
 NN0786'REFERENCE MARK NO. 2 IS 28.0 FEET NORTH OF THE CENTER OF A
 NN0786'GRADED ROAD AND 0.7 OF A FOOT SOUTH OF A WOVEN WIRE FENCE.
 NN0786'IT PROJECTS 4 INCHES AND IS STAMPED MID NO 2 1949.
 NN0786'
 NN0786'THE AZIMUTH MARK IS 24.0 FEET SOUTH OF THE CENTER OF A GRADED
 NN0786'ROAD, 5.0 FEET NORTH OF A FENCE AND ABOUT 0.05 OF A MILE EAST
 NN0786'OF THE CENTER OF A CROSSROAD.  IT PROJECTS 5 INCHES AND IS
 NN0786'STAMPED MID 1949.
 NN0786'
 NN0786'TO REACH THE STATION FROM THE POST OFFICE IN LONG PINE GO
 NN0786'NORTH ON THE MAIN STREET FOR 0.1 OF A MILE TO STATE ROUTE NO.
 NN0786'55, CONTINUE NORTH ON STATE ROUTE NO. 55 FOR 0.6 OF A MILE
 NN0786'TO THE JUNCTION WITH U.S. HIGHWAY NO. 20, TURN RIGHT ON U.S.
 NN0786'HIGHWAY NO. 20 AND GO EASTERLY TOWARD BASSETT FOR 3.35 MILES
 NN0786'TO A CROSSROAD, TURN LEFT ACROSS RAILROAD TRACKS AND GO
 NN0786'NORTH FOR 1.45 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST
 NN0786'FOR 0.4 OF A MILE TO THE TOP OF A SMALL RISE AND THE STATION
 NN0786'ON THE RIGHT AS DESCRIBED.
 NN0786'
 NN0786'TO REACH THE AZIMUTH MARK GO WEST ON GRADED ROAD FOR 0.35
 NN0786'OF A MILE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NN0786'
 NN0786'A 4 FOOT SIGNAL AT STATION LONG PINE IS VISIBLE AT 4 FEET.
 NN0786'
 NN0786'A 74 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 4 FEET.
 NN0786'
 NN0786'A 4 FOOT SIGNAL AT STATION BASSETT 1934 IS VISIBLE AT 4 FEET.
 NN0786'
 NN0786'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0786
 NN0786                          STATION RECOVERY (1954)
 NN0786
 NN0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 NN0786'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NN0786'IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 2 AND THE AZIMUTH
 NN0786'MARK WHICH HAD BEEN HIT BY ROAD MACHINERY.  THESE MARKS WERE
 NN0786'RESET AND THE STATION MARK WAS MOVED, SO THE CONSTRUCTION
 NN0786'OF THE ROAD COULD BE COMPLETED.  FOR DETAILS, SEE THE DESCRIPTION
 NN0786'OF MID 2 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0584 ***********************************************************************
 NP0584  DESIGNATION -  MID
 NP0584  PID         -  NP0584
 NP0584  STATE/COUNTY-  NE/SHERIDAN
 NP0584  USGS QUAD   -  GORDON NW (1969)
 NP0584
 NP0584                         *CURRENT SURVEY CONTROL
 NP0584  ___________________________________________________________________
 NP0584* NAD 83(1995)-  42 55 25.87365(N)    102 13 20.34504(W)     ADJUSTED  
 NP0584* NAVD 88     -      1162.     (meters)    3812.     (feet)  SCALED    
 NP0584  ___________________________________________________________________
 NP0584  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 NP0584  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 NP0584
 NP0584  HORZ ORDER  -  FIRST
 NP0584
 NP0584.The horizontal coordinates were established by classical geodetic methods
 NP0584.and adjusted by the National Geodetic Survey in August 1997..
 NP0584
 NP0584.The orthometric height was scaled from a topographic map.
 NP0584
 NP0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0584
 NP0584.The geoid height was determined by GEOID03.
 NP0584
 NP0584;                    North         East     Units Scale Factor Converg.
 NP0584;SPC NE       -   345,493.717   318,592.580   MT  0.99996595   -1 28 21.8
 NP0584;SPC SD S     -    67,355.794   445,796.699   MT  0.99997980   -1 18 11.2
 NP0584;SPC SD S     -   220,983.13  1,462,584.67   sFT  0.99997980   -1 18 11.2
 NP0584;UTM  13      - 4,756,102.669   726,690.224   MT  1.00023224   +1 53 32.9
 NP0584
 NP0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0584!SPC NE       -   0.99982076  x   0.99996595  =   0.99978672
 NP0584!SPC SD S     -   0.99982076  x   0.99997980  =   0.99980056
 NP0584!UTM  13      -   0.99982076  x   1.00023224  =   1.00005296
 NP0584
 NP0584|---------------------------------------------------------------------|
 NP0584| PID    Reference Object                     Distance      Geod. Az  |
 NP0584|                                                           dddmmss.s |
 NP0584| CP9967 MID RM 1                             17.819 METERS 02304     |
 NP0584| NP0580 GORDON MUNICIPAL TANK               APPROX.13.4 KM 1750640.2 |
 NP0584| NP0054 C 35                                               1782758.0 |
 NP0584| CP9966 MID AZ MK                                          1784915.4 |
 NP0584| CP9968 MID RM 2                             11.358 METERS 27738     |
 NP0584|---------------------------------------------------------------------|
 NP0584
 NP0584                          SUPERSEDED SURVEY CONTROL
 NP0584
 NP0584  NAD 83(1986)-  42 55 25.86551(N)    102 13 20.34824(W) AD(       ) 1
 NP0584  NAD 27      -  42 55 25.87200(N)    102 13 18.79600(W) AD(       ) 1
 NP0584
 NP0584.Superseded values are not recommended for survey control.
 NP0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0584.See file dsdata.txt to determine how the superseded data were derived.
 NP0584
 NP0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH2669056103(NAD 83)
 NP0584_MARKER: DS = TRIANGULATION STATION DISK
 NP0584_SETTING: 0 = UNSPECIFIED SETTING
 NP0584
 NP0584  HISTORY     - Date     Condition        Report By
 NP0584  HISTORY     - 1946     MONUMENTED       CGS
 NP0584  HISTORY     - 1968     GOOD             USGS
 NP0584  HISTORY     - 1968     GOOD             CGS
 NP0584  HISTORY     - 1969     GOOD             USGS
 NP0584
 NP0584                          STATION DESCRIPTION
 NP0584
 NP0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0584'LOCATED 8.0 MILES NORTH-NORTHWEST OF GORDON, 150 FEET WEST
 NP0584'OF STATE HIGHWAY NO. 27, 47-1/2 FEET NORTHEAST OF THE NORTHEAST
 NP0584'CORNER OF A FARM HOUSE, 6 FEET SOUTHWEST OF A GATE POST AND
 NP0584'4 FEET SOUTH OF A WIRE FENCE IN THE FARMYARD OF LAND OWNED
 NP0584'BY RICHARD MICHAELSON.  IT IS A STANDARD DISK STAMPED MID 1946
 NP0584'WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.
 NP0584'
 NP0584'REFERENCE MARK NO. 1 IS 49 FEET NORTH OF THE WIRE FENCE.  IT
 NP0584'IS A STANDARD DISK STAMPED MID NO 1 1946 WELDED TO THE TOP
 NP0584'OF A 3-INCH SOIL PIPE THAT PROJECTS 10 INCHES.
 NP0584'
 NP0584'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE NORTHEAST CORNER
 NP0584'OF THE FARM HOUSE AND 6 INCHES SOUTH OF THE WIRE FENCE.  IT IS
 NP0584'A STANDARD DISK STAMPED MID NO 2 1946 WELDED TO THE TOP OF
 NP0584'A 3-INCH SOIL PIPE THAT PROJECTS 16 INCHES.
 NP0584'
 NP0584'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTERLINE OF STATE
 NP0584'HIGHWAY NO. 27, 21 FEET SOUTH OF THE CENTERLINE OF A GRADED
 NP0584'DIRT ROAD AND 6 FEET NORTHWEST OF A FENCE CORNER.  IT IS A
 NP0584'STANDARD USC AND GS BM DISK STAMPED C-35 1934 SET IN A 4-INCH
 NP0584'BY 4-INCH CONCRETE POST THAT PROJECTS 3 INCHES.
 NP0584'
 NP0584'TO REACH THE STATION FROM THE POST OFFICE IN GORDON, GO NORTH
 NP0584'ON STATE HIGHWAY NO. 27 FOR 6.6 MILES.  THEN TURN LEFT (WEST)
 NP0584'ON NO. 27 FOR 1.0 MILE.  THEN TURN RIGHT (NORTH) ON NO. 27
 NP0584'FOR 0.95 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 NP0584'NORTH FOR 0.55 MILE TO THE STATION ON THE LEFT.
 NP0584
 NP0584                          STATION RECOVERY (1968)
 NP0584
 NP0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (RRB)
 NP0584'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 NP0584'CONDITION.
 NP0584'
 NP0584'PRESENT DESCRIPTION ADEQAUTE.
 NP0584'
 NP0584'AZIMUTH MARK NOT FOUND.
 NP0584'
 NP0584'STANDARD BRACED TRIPOD USED.
 NP0584
 NP0584                          STATION RECOVERY (1968)
 NP0584
 NP0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NP0584'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 NP0584'WERE RECOVERED AND FOUND IN GOOD CONDITION.  BENCH MARK C35
 NP0584'1934 (AZIMUTH MARK) WAS NOT RECOVERED AND WAS ASSUMED THE MARK
 NP0584'WAS DESTROYED WHEN STATE HIGHWAY 27 WAS WIDENED.  SHORTER
 NP0584'DISTANCES AND A SMALLER ANGLE WAS OBTAINED ON THE REFERENCE
 NP0584'MARKS.
 NP0584'
 NP0584'A NEW AZIMUTH MARK WAS SET.
 NP0584'
 NP0584'FOLLOWING IS A NEW DESCRIPTION.
 NP0584'
 NP0584'TO REACH THE STATION FROM THE JUNCTION OF MAIN AND 2ND STREETS
 NP0584'IN GORDON, GO NORTH, WEST, AND THEN NORTH AGAIN ON STATE
 NP0584'HIGHWAY 27 FOR 8.35 MILES TO A SIDE ROAD AND THE AZIMUTH MARK
 NP0584'ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY 27 FOR 0.5 MILE
 NP0584'TO A GATE ON THE LEFT AND THE STATION IS ABOUT 250 FEET NORTHWEST
 NP0584'OF THE GATE ON THE HIGHEST POINT OF HILL.
 NP0584'
 NP0584'STATION MARK, A STANDARD DISK STAMPED MID 1946, IS WELDED
 NP0584'TO THE TOP OF A 3-INCH SOIL PIPE WHICH PROJECTS 10 INCHES.
 NP0584'IT IS 235 FEET NORTH OF AN EAST-WEST FENCE, 150 FEET WEST
 NP0584'OF THE CENTER OF STATE HIGHWAY 27, 95 FEET WEST OF A NORTH-SOUTH
 NP0584'FENCE, AND 47.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 NP0584'A CONCRETE FOUNDATION FOR OLD RANCH HOUSE.
 NP0584'
 NP0584'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MID NO. 1 1946,
 NP0584'IS WELDED TO THE TOP OF A 3-INCH SOIL PIPE WHICH PROJECTS
 NP0584'12 INCHES.  IT IS 73.5 FEET WEST OF THE NORTH-SOUTH FENCE.
 NP0584'
 NP0584'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MID NO. 2 1946,
 NP0584'IS WELDED TO THE TOP OF A 3-INCH SOIL PIPE WHICH PROJECTS
 NP0584'18 INCHES.  IT IS 29 FEET NORTH OF THE NORTHEAST CORNER OF
 NP0584'THE OLD CONCRETE FOUNDATION.
 NP0584'
 NP0584'AZIMUTH MARK, A STANDARD DISK STAMPED MID 1946 1968, IS SET
 NP0584'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 NP0584'IT IS 55 FEET WEST OF THE CENTER OF STATE HIGHWAY 27, 54
 NP0584'FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 3 FEET
 NP0584'SOUTH-SOUTHEAST OF THE SOUTH GATE POST FOR A WIRE GATE, 1
 NP0584'FOOT EAST OF A FENCE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 NP0584'
 NP0584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8
 NP0584'MILES NNW OF GORDON.
 NP0584
 NP0584                          STATION RECOVERY (1969)
 NP0584
 NP0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0584'THE AZIMUTH MARK RECOVERED AS DESCRIBED.  USGS DETERMINED
 NP0584'3RD ORDER LEVELS IN 1969 = 3756.483 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0787 ***********************************************************************
 NN0787  DESIGNATION -  MID 2
 NN0787  PID         -  NN0787
 NN0787  STATE/COUNTY-  NE/ROCK
 NN0787  USGS QUAD   -  LONG PINE (1954)
 NN0787
 NN0787                         *CURRENT SURVEY CONTROL
 NN0787  ___________________________________________________________________
 NN0787* NAD 83(1995)-  42 34 44.34310(N)    099 37 50.67553(W)     ADJUSTED  
 NN0787* NAVD 88     -       721.     (meters)    2365.     (feet)  SCALED    
 NN0787  ___________________________________________________________________
 NN0787  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 NN0787  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 NN0787
 NN0787  HORZ ORDER  -  THIRD
 NN0787
 NN0787.The horizontal coordinates were established by classical geodetic methods
 NN0787.and adjusted by the National Geodetic Survey in August 1997..
 NN0787.No horizontal observational check was made to the station.
 NN0787
 NN0787.The orthometric height was scaled from a topographic map.
 NN0787
 NN0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0787
 NN0787.The geoid height was determined by GEOID03.
 NN0787
 NN0787;                    North         East     Units Scale Factor Converg.
 NN0787;SPC NE       -   304,919.982   530,309.198   MT  0.99983428   +0 14 40.9
 NN0787;UTM  14      - 4,714,256.204   448,239.457   MT  0.99963296   -0 25 36.4
 NN0787
 NN0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0787!SPC NE       -   0.99989051  x   0.99983428  =   0.99972481
 NN0787!UTM  14      -   0.99989051  x   0.99963296  =   0.99952352
 NN0787
 NN0787|---------------------------------------------------------------------|
 NN0787| PID    Reference Object                     Distance      Geod. Az  |
 NN0787|                                                           dddmmss.s |
 NN0787| CO3248 MID 2 RM 3                           21.708 METERS 00504     |
 NN0787| NN0786 MID                                   3.938 METERS 04542     |
 NN0787| CO3245 MID RM 1                              6.956 METERS 26824     |
 NN0787| CO3247 MID 2 AZ MK                                        2692613.3 |
 NN0787|---------------------------------------------------------------------|
 NN0787
 NN0787                          SUPERSEDED SURVEY CONTROL
 NN0787
 NN0787  NAD 83(1986)-  42 34 44.34943(N)    099 37 50.68747(W) AD(       ) 3
 NN0787  NAD 27      -  42 34 44.34800(N)    099 37 49.26100(W) AD(       ) 3
 NN0787
 NN0787.Superseded values are not recommended for survey control.
 NN0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0787.See file dsdata.txt to determine how the superseded data were derived.
 NN0787
 NN0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4823914256(NAD 83)
 NN0787_MARKER: DS = TRIANGULATION STATION DISK
 NN0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0787_STAMPING: MID 2 1954
 NN0787_MARK LOGO: CGS   
 NN0787_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0787+STABILITY: SURFACE MOTION
 NN0787
 NN0787  HISTORY     - Date     Condition        Report By
 NN0787  HISTORY     - 1954     MONUMENTED       CGS
 NN0787  HISTORY     - 19980721 POOR             NEDR
 NN0787
 NN0787                          STATION DESCRIPTION
 NN0787
 NN0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (GCM)
 NN0787'STATION IS LOCATED ABOUT 4 AND 1/2 MILES WEST OF BASSETT
 NN0787'AND 4 AND 1/2 MILES NORTHEAST OF LONG PINE ALONG THE RIGHT-OF-WAY
 NN0787'OF A GRADED ROAD BETWEEN SECTIONS 11 AND 14, T. 30 N., R.
 NN0787'20 W., 55 FEET EAST OF A POWER POLE, 32 FEET SOUTH OF THE
 NN0787'CENTER OF A GRADED ROAD, AND 3 FEET WEST OF A WHITE WITNESS
 NN0787'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NN0787'MID 2 1954.
 NN0787'
 NN0787'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF THE CENTER OF GRADED
 NN0787'ROAD, 32 FEET EAST OF POWER POLE, AND 1 FOOT NORTH OF FENCE.
 NN0787'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MID NO
 NN0787'1 1949.
 NN0787'
 NN0787'REFERENCE MARK NO. 3 IS 38 FEET NORTH OF THE CENTER OF GRADED
 NN0787'ROAD.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 NN0787'THE DISK IS STAMPED MID 2 NO 3 1954.
 NN0787'
 NN0787'AZIMUTH MARK IS ABOUT 100 YARDS EAST OF CROSSROADS, 46 FEET
 NN0787'EAST OF POWER POLE, 32 FEET SOUTH OF THE CENTER OF GRADED
 NN0787'ROAD, 2 FEET EAST OF WITNESS POST, AND 1 FOOT NORTH OF FENCE.
 NN0787'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MID 2 1954.
 NN0787'
 NN0787'TO REACH THE STATION FROM THE POST OFFICE IN LONG PINE, GO
 NN0787'NORTH ON THE MAIN ST. FOR 0.1 MILE TO STATE HIGHWAY 55.  CONTINUE
 NN0787'NORTH ON STATE HIGHWAY 55 FOR 0.6 MILE TO THE JUNCTION WITH
 NN0787'U.S. HIGHWAY 20.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY 20
 NN0787'TOWARD BASSETT FOR 3.5 MILES TO CROSSROADS.  TURN LEFT AND GO
 NN0787'NORTH ACROSS RAILROAD TRACKS FOR 1.45 MILES TO A CROSSROAD.
 NN0787'TURN RIGHT AND GO EAST 0.05 MILE TO THE AZIMUTH MARK ON THE
 NN0787'RIGHT.  CONTINUE EAST ON GRADED ROAD FOR 0.35 MILE TO THE
 NN0787'STATION ON THE RIGHT.  NOTE--TRIANGULATION STATION LONG PINE
 NN0787'1949 IS VISIBLE FROM THE GROUND AT THIS STATION.  BUT LOCAL
 NN0787'CONDITIONS PREVENTED ITS USE AS AN INITIAL AT THIS TIME.
 NN0787'
 NN0787'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0787
 NN0787                          STATION RECOVERY (1998)
 NN0787
 NN0787'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 NN0787'THE MARK WAS RECOVERED IN POOR CONDITION, IN THE SIDE OF A GRADER
 NN0787'DITCH, EXPOSED 0.78 M (2.56 FT) ON THE NORTH SIDE OF THE MONUMENT, AND
 NN0787'WHILE IT DOES NOT APPEAR TO BE LEANING, IT IS IN DANGER OF BEING LOST
 NN0787'TO EROSION IN THE FUTURE.  REFERENCE MARK 1 WAS FOUND TILTED AND
 NN0787'REFERENCE MARK 3 WAS NOT FOUND.  THE SIGHT OF THIS MARK IS IN A
 NN0787'CULTIVATED FIELD.  THE AZIMUTH MARK WAS FOUND EXPOSED AND LEANING AND
 NN0787'THE DISK WAS SALVAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0758 ***********************************************************************
 LG0758  DESIGNATION -  MIDDLE
 LG0758  PID         -  LG0758
 LG0758  STATE/COUNTY-  NE/SEWARD
 LG0758  USGS QUAD   -  SEWARD (1964)
 LG0758
 LG0758                         *CURRENT SURVEY CONTROL
 LG0758  ___________________________________________________________________
 LG0758* NAD 83(1995)-  40 54 03.56764(N)    097 02 38.38042(W)     ADJUSTED  
 LG0758* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 LG0758  ___________________________________________________________________
 LG0758  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 LG0758  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 LG0758
 LG0758  HORZ ORDER  -  FIRST
 LG0758
 LG0758.The horizontal coordinates were established by classical geodetic methods
 LG0758.and adjusted by the National Geodetic Survey in August 1997..
 LG0758
 LG0758.The orthometric height was scaled from a topographic map.
 LG0758
 LG0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0758
 LG0758.The geoid height was determined by GEOID03.
 LG0758
 LG0758;                    North         East     Units Scale Factor Converg.
 LG0758;SPC NE       -   122,795.219   748,956.091   MT  0.99971392   +1 57 32.2
 LG0758;UTM  14      - 4,529,607.930   664,753.598   MT  0.99993409   +1 16 51.6
 LG0758
 LG0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0758!SPC NE       -   0.99993109  x   0.99971392  =   0.99964503
 LG0758!UTM  14      -   0.99993109  x   0.99993409  =   0.99986519
 LG0758
 LG0758:                Primary Azimuth Mark                     Grid Az
 LG0758:SPC NE       -  GARLAND MUNICIPAL TANK                   044 32 45.1
 LG0758:UTM  14      -  GARLAND MUNICIPAL TANK                   045 13 25.7
 LG0758
 LG0758|---------------------------------------------------------------------|
 LG0758| PID    Reference Object                     Distance      Geod. Az  |
 LG0758|                                                           dddmmss.s |
 LG0758| LG1186 GARLAND MUNICIPAL TANK              APPROX. 7.1 KM 0463017.3 |
 LG0758| CO1797 MIDDLE RM 1                          20.968 METERS 08720     |
 LG0758| LG0763 SEWARD ST PAUL EVAN CH SPIRE        APPROX. 5.8 KM 1461529.5 |
 LG0758| CO1796 MIDDLE AZ MK                                       1823604.2 |
 LG0758| LG0760 SEWARD COUNTY CTHSE CUPOLA          APPROX. 4.6 KM 2784613.9 |
 LG0758| LG0756 SEWARD MUNICIPAL TANK               APPROX. 4.9 KM 2803209.6 |
 LG0758| CO1798 MIDDLE RM 2                          24.259 METERS 35325     |
 LG0758|---------------------------------------------------------------------|
 LG0758
 LG0758                          SUPERSEDED SURVEY CONTROL
 LG0758
 LG0758  NAD 83(1986)-  40 54 03.57694(N)    097 02 38.38050(W) AD(       ) 1
 LG0758  NAD 27      -  40 54 03.54700(N)    097 02 37.26700(W) AD(       ) 1
 LG0758
 LG0758.Superseded values are not recommended for survey control.
 LG0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0758.See file dsdata.txt to determine how the superseded data were derived.
 LG0758
 LG0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6475429608(NAD 83)
 LG0758_MARKER: DS = TRIANGULATION STATION DISK
 LG0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0758
 LG0758  HISTORY     - Date     Condition        Report By
 LG0758  HISTORY     - 1947     MONUMENTED       CGS
 LG0758  HISTORY     - 1962     GOOD             CGS
 LG0758
 LG0758                          STATION DESCRIPTION
 LG0758
 LG0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0758'THE STATION IS LOCATED NEAR THE JUNCTION OF U.S. HIGHWAY NO. 34
 LG0758'AND STATE HIGHWAYS NO. 15 AND 2, ABOUT 3 MILES EAST OF SEWARD.
 LG0758'IT IS NEAR THE WEST EDGE OF TRIANGLE FORMED BY THREE ROADS,
 LG0758'0.15 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY NO. 34 AND STATE
 LG0758'HIGHWAYS NO. 15 AND 2, 139 FEET SOUTHEAST OF THE CENTER OF A
 LG0758'CROSSROAD, 122 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 34
 LG0758'AND STATE HIGHWAY NO. 2, 81 FEET NORTHWEST OF THE CENTER OF AN
 LG0758'OILED ROAD, AND 61 FEET EAST OF THE CENTER OF A GRAVELED ROAD.
 LG0758'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED MIDDLE 1947.
 LG0758'
 LG0758'REFERENCE MARK NO. 1 IS 116 FEET SOUTH OF THE CENTER OF U.S.
 LG0758'HIGHWAY NO. 34 AND 34 FEET NORTHWEST OF THE CENTER OF AN OILED
 LG0758'ROAD.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 LG0758'MIDDLE NO 1 1947.
 LG0758'
 LG0758'REFERENCE MARK NO. 2 IS 63 FEET SOUTHEAST OF THE CENTER OF A
 LG0758'CROSSROAD, 42.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 34,
 LG0758'AND 3 FEET SOUTH OF A TELEPHONE POLE.  IT IS SET FLUSH WITH THE
 LG0758'GROUND AND IS STAMPED MIDDLE NO 2 1947.
 LG0758'
 LG0758'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 99 FEET SOUTH OF A
 LG0758'FENCE CORNER, 38 FEET WEST OF THE CENTER OF STATE HIGHWAY NO 15,
 LG0758'3.5 FEET NORTH OF A TELEPHONE POLE, 1.8 FOOT NORTH-NORTHEAST OF
 LG0758'A WITNESS POST, AND 0.8 FOOT EAST OF A FENCE LINE.  IT PROJECTS
 LG0758'8 INCHES AND IS STAMPED MIDDLE 1947.
 LG0758'
 LG0758'TO REACH THE STATION FROM THE COURTHOUSE IS SEWARD, GO EAST ON
 LG0758'U.S. HIGHWAY NO. 34 AND STATE HIGHWAY NO. 2 FOR 2.95 MILES TO A
 LG0758'CROSSROAD AND THE STATION ON THE RIGHT AS DESCRIBED.
 LG0758'
 LG0758'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 LG0758'HIGHWAY NO. 15 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LG0758'DESCRIBED.
 LG0758'
 LG0758'A 74 FOOT SIGNAL AT MILFORD IS VISIBLE AT 64 FEET.
 LG0758'
 LG0758'AN 87 FOOT SIGNAL AT EARNEST 1935 IS VISIBLE AT 12 FEET.
 LG0758'
 LG0758'A 74 FOOT SIGNAL AT TAMORA IS VISIBLE AT 24 FEET.
 LG0758'
 LG0758'A 74 FOOT SIGNAL AT SEWARD IS VISIBLE AT 37 FEET.
 LG0758'
 LG0758'A 87 FOOT SIGNAL AT CATTLE 1935 IS VISIBLE AT 12 FEET.
 LG0758'
 LG0758'A 74 FOOT SIGNAL AT GARLAND IS VISIBLE AT 12 FEET.
 LG0758'
 LG0758'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0758
 LG0758                          STATION RECOVERY (1962)
 LG0758
 LG0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG0758'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0758'GOOD CONDITION.  THERE HAVE BEEN SOME CHANGES, SO A COMPLETE
 LG0758'DESCRIPTION FOLLOWS.
 LG0758'
 LG0758'STATION IS LOCATED ABOUT 3 MILES EAST OF SEWARD AT THE JUNCTION
 LG0758'OF U.S. HIGHWAY 34 AND STATE HIGHWAY 2 AND STATE HIGHWAY 15 AND
 LG0758'A CROSSROADS, AND TWO TRIANGLES FORMED BY THE CURVES FOR THE
 LG0758'JUNCTION OF THE HIGHWAYS.  THE EAST CURVE HAS BEEN ABANDONED.
 LG0758'THE STATION MARK IS 139 FEET SOUTHEAST OF THE CENTER OF
 LG0758'CROSSROADS, 122 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 34 AND
 LG0758'STATE HIGHWAY 2, 61 FEET EAST OF THE CENTER OF STATE HIGHWAY 15
 LG0758'EXTENDED STRAIGHT NORTH, 43 FEET SOUTH OF A 12-INCH OAK TREE,
 LG0758'AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.  THE MARK IS FLUSH
 LG0758'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MIDDLE
 LG0758'1947.
 LG0758'
 LG0758'REFERENCE MARK NO. 1 IS 68.79 FEET EAST OF THE STATION, 116 FEET
 LG0758'SOUTH OF THE CENTER OF U.S. HIGHWAY 34 AND STATE HIGHWAY 2, 34
 LG0758'FEET NORTHWEST OF THE CENTER OF ABANDONED CURVE, 78 FEET
 LG0758'SOUTHEAST OF 12-INCH OAK TREE, AND 1 FOOT WEST OF A STEEL POST.
 LG0758'THE MARK IS FLUSH AND THE DISK IS STAMPED MIDDLE NO 1 1947.
 LG0758'
 LG0758'REFERENCE MARK NO. 2 IS 79.59 FEET NORTH OF THE STATION, 63 FEET
 LG0758'SOUTHEAST OF CENTER OF CROSSROAD, 42.5 FEET SOUTH OF THE CENTER
 LG0758'OF U.S. HIGHWAY 34, AND 3 FEET SOUTH OF TELEPHONE POLE.  THE
 LG0758'MARK IS FLUSH AND THE DISK IS STAMPED MIDDLE NO 2 1947.
 LG0758'
 LG0758'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 99 FEET SOUTH OF A
 LG0758'FENCE CORNER, 38 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 15,
 LG0758'3.5 FEET NORTH OF A TELEPHONE POLE, 2 FEET NORTH OF A WITNESS
 LG0758'POST, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 8 INCHES
 LG0758'AND THE DISK IS STAMPED MIDDLE 1947.
 LG0758'
 LG0758'TO REACH THE STATION FROM THE COURTHOUSE IN SEWARD, GO EAST ON
 LG0758'U.S. HIGHWAY 34 AND STATE HIGHWAY 2 FOR 2.95 MILES TO THE STATION
 LG0758'IN THE SOUTHEAST ANGLE OF THE CROSSROADS AT THE JUNCTION OF
 LG0758'U.S. HIGHWAY 34 AND STATE HIGHWAYS 2 AND 15.
 LG0758'
 LG0758'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 LG0758'HIGHWAY 15 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0895 ***********************************************************************
 ML0895  DESIGNATION -  MIDDLE LOUP RIVER STA 1
 ML0895  PID         -  ML0895
 ML0895  STATE/COUNTY-  NE/CUSTER
 ML0895  USGS QUAD   -  WALWORTH (1978)
 ML0895
 ML0895                         *CURRENT SURVEY CONTROL
 ML0895  ___________________________________________________________________
 ML0895* NAD 83(1986)-  41 39 20.     (N)    099 34 24.     (W)     SCALED    
 ML0895* NAVD 88     -       727.390  (meters)    2386.45   (feet)  ADJUSTED  
 ML0895  ___________________________________________________________________
 ML0895  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 ML0895  DYNAMIC HT  -         727.019 (meters)    2385.23  (feet)  COMP
 ML0895  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 ML0895
 ML0895  VERT ORDER  -  SECOND    CLASS 0
 ML0895
 ML0895.The horizontal coordinates were scaled from a topographic map and have
 ML0895.an estimated accuracy of +/- 6 seconds.
 ML0895
 ML0895.The orthometric height was determined by differential leveling
 ML0895.and adjusted by the National Geodetic Survey in June 1991..
 ML0895
 ML0895.The geoid height was determined by GEOID03.
 ML0895
 ML0895.The dynamic height is computed by dividing the NAVD 88
 ML0895.geopotential number by the normal gravity value computed on the
 ML0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0895.degrees latitude (g = 980.6199 gals.).
 ML0895
 ML0895.The modeled gravity was interpolated from observed gravity values.
 ML0895
 ML0895;                    North         East    Units  Estimated Accuracy
 ML0895;SPC NE       -   202,400.      535,530.      MT  (+/- 180 meters Scaled)
 ML0895
 ML0895                          SUPERSEDED SURVEY CONTROL
 ML0895
 ML0895  NGVD 29 (??/??/92)  727.118  (m)         2385.55   (f) ADJ UNCH    2 0
 ML0895
 ML0895.Superseded values are not recommended for survey control.
 ML0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0895.See file dsdata.txt to determine how the superseded data were derived.
 ML0895
 ML0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM522116(NAD 83)
 ML0895_MARKER: DD = SURVEY DISK
 ML0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0895_SP_SET: PIER
 ML0895_STAMPING: NO 1
 ML0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0895
 ML0895  HISTORY     - Date     Condition        Report By
 ML0895  HISTORY     - UNK      MONUMENTED       USGS
 ML0895  HISTORY     - 1950     GOOD             NGS
 ML0895  HISTORY     - 1984     GOOD             LOCSUR
 ML0895
 ML0895                          STATION DESCRIPTION
 ML0895
 ML0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0895'4.1 MI NE FROM GATES.
 ML0895'3.0 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0895'GATES, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD, AT A STEEL
 ML0895'BRIDGE OVER THE MIDDLE LOUP RIVER, 10 FEET EAST OF THE CENTER
 ML0895'LINE OF THE ROAD, 1.6 FEET EAST OF THE EAST RAIL OF THE BRIDGE,
 ML0895'1 FOOT BELOW THE LEVEL OF THE ROAD, AT THE NORTHEAST CORNER OF THE
 ML0895'BRIDGE, SET IN THE TOP OF THE SOUTHEAST EDGE OF A ROUND CONCRETE
 ML0895'PIER.
 ML0895
 ML0895                          STATION RECOVERY (1984)
 ML0895
 ML0895'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0406 ***********************************************************************
 NO0406  DESIGNATION -  MIDVALE
 NO0406  PID         -  NO0406
 NO0406  STATE/COUNTY-  NE/BROWN
 NO0406  USGS QUAD   -  PHILBRICK LAKE (1985)
 NO0406
 NO0406                         *CURRENT SURVEY CONTROL
 NO0406  ___________________________________________________________________
 NO0406* NAD 83(1995)-  42 16 13.88224(N)    100 00 28.69319(W)     ADJUSTED  
 NO0406* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 NO0406  ___________________________________________________________________
 NO0406  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 NO0406  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 NO0406
 NO0406  HORZ ORDER  -  FIRST
 NO0406
 NO0406.The horizontal coordinates were established by classical geodetic methods
 NO0406.and adjusted by the National Geodetic Survey in August 1997..
 NO0406
 NO0406.The orthometric height was scaled from a topographic map.
 NO0406
 NO0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0406
 NO0406.The geoid height was determined by GEOID03.
 NO0406
 NO0406;                    North         East     Units Scale Factor Converg.
 NO0406;SPC NE       -   270,598.173   499,342.622   MT  0.99974765   -0 00 19.0
 NO0406;UTM  14      - 4,680,304.613   416,876.383   MT  0.99968501   -0 40 40.9
 NO0406
 NO0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0406!SPC NE       -   0.99986857  x   0.99974765  =   0.99961625
 NO0406!UTM  14      -   0.99986857  x   0.99968501  =   0.99955362
 NO0406
 NO0406|---------------------------------------------------------------------|
 NO0406| PID    Reference Object                     Distance      Geod. Az  |
 NO0406|                                                           dddmmss.s |
 NO0406| CO3257 MIDVALE RM 1                         19.770 METERS 06459     |
 NO0406| CO3256 MIDVALE AZ MK                                      1552804.2 |
 NO0406| CO3258 MIDVALE RM 2                         34.899 METERS 15950     |
 NO0406| NO0407 MOON                                APPROX.14.1 KM 3200200.4 |
 NO0406|---------------------------------------------------------------------|
 NO0406
 NO0406                          SUPERSEDED SURVEY CONTROL
 NO0406
 NO0406  NAD 83(1986)-  42 16 13.88487(N)    100 00 28.70248(W) AD(       ) 1
 NO0406  NAD 27      -  42 16 13.89400(N)    100 00 27.23900(W) AD(       ) 1
 NO0406
 NO0406.Superseded values are not recommended for survey control.
 NO0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0406.See file dsdata.txt to determine how the superseded data were derived.
 NO0406
 NO0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM1687680305(NAD 83)
 NO0406_MARKER: DS = TRIANGULATION STATION DISK
 NO0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0406
 NO0406  HISTORY     - Date     Condition        Report By
 NO0406  HISTORY     - 1949     MONUMENTED       CGS
 NO0406  HISTORY     - 1974     GOOD             USGS
 NO0406
 NO0406                          STATION DESCRIPTION
 NO0406
 NO0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0406'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND HILL,
 NO0406'ABOUT 12.7 MILES NORTH OF THE BROWN-BLAINE COUNTY LINE, 7.0
 NO0406'MILES WEST OF STATE HIGHWAY NO. 7, 149.0 FEET NORTHWEST OF A
 NO0406'FENCE CORNER, 109. FEET NORTH OF AN EAST-WEST FENCE, AND 102.0
 NO0406'FEET WEST OF A NORTH-SOUTH FENCE.  IT PROJECTS 6 INCHES AND
 NO0406'IS STAMPED, MIDVALE 1949.
 NO0406'
 NO0406'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND
 NO0406'IS ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS
 NO0406'42.0 FEET WEST OF A NORTH-SOUTH FENCE, PROJECTS 4 INCHES AND
 NO0406'IS STAMPED, MIDVALE NO 1 1949.
 NO0406'
 NO0406'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL AND
 NO0406'IS ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION, IT IS
 NO0406'61.0 FEET WEST OF A FENCE CORNER AND 1.0 FOOT NORTH OF AN
 NO0406'EAST-WEST FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED, MIDVALE
 NO0406'NO 2 1949.
 NO0406'
 NO0406'AZIMUTH MARK IS U.S.G.S. STATION POORE, LOCATED ON THE SUMMIT
 NO0406'OF A HIGH SAND HILL, 0.25 MILE SOUTHEAST OF A CATTLE GUARD,
 NO0406'0.2 MILE SOUTH OF AN EAST-WEST FENCE, AND 0.15 MILE EAST OF A
 NO0406'TRACK ROAD.  IT IS A USGS TRIANGULATION STATION DISK SET IN
 NO0406'THE TOP OF A SIX-INCH SQUARE CONCRETE POST THAT PROJECTS 5
 NO0406'INCHES.  IT IS STAMPED, POORE 1947.
 NO0406'
 NO0406'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NO0406'GO SOUTH ON STATE HIGHWAY NO. 7 FOR 22.5 MILES TO A T-ROAD
 NO0406'RIGHT AND A SIGN (HITCHCOCK RANCH 3/4 MILE), TURN RIGHT AND
 NO0406'GO WEST ON TRACK ROAD FOR 2.35 MILES TO A FORK, 0.05 MILE
 NO0406'WEST OF A CATTLE GUARD, TAKE RIGHT FORK AND GO 2.1 MILES TO
 NO0406'A CATTLE GUARD, CROSS CATTLE GUARD AND TAKE RIGHT FORK AND
 NO0406'GO 0.2 MILE TO A BRIDGE ACROSS CALAMUS RIVER, CROSS BRIDGE AND
 NO0406'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A CATTLE GUARD AND
 NO0406'FORK, TAKE RIGHT FORK AND GO 0.75 MILE TO A FORK, TAKE LEFT
 NO0406'FORK AND GO 0.45 MILE TO A FORK AND AN OLD HOUSE ON THE
 NO0406'LEFT, TAKE LEFT FORK AND GO 1.2 MILES TO SECOND CATTLE
 NO0406'GUARD, CROSS CATTLE GUARD AND CONTINUE WEST FOR 0.4 MILE,
 NO0406'TURN RIGHT, LEAVING TRACK ROAD, AND GO NORTH ACROSS PASTURE FOR
 NO0406'0.1 MILE TO A CATTLE GUARD, CROSS CATTLE GUARD AND GO
 NO0406'NORTH ON MAIN TRACK ROAD FOR 0.5 MILE TO A CATTLE GUARD
 NO0406'(AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF THIS POINT), CROSS
 NO0406'CATTLE GUARD AND CONTINUE ON TRACK ROAD FOR 0.5 MILE TO
 NO0406'A CATTLE GUARD, TURN LEFT ALONG THE SOUTH SIDE OF A FENCE
 NO0406'AND GO WEST-NORTHWEST FOR 0.5 MILE (TO A POINT ABOUT 0.15
 NO0406'MILE WEST OF A WINDMILL), TURN RIGHT AND GO NORTHERLY FOR
 NO0406'ABOUT 0.6 MILE TO THE HIGHEST PART OF HILL AND THE
 NO0406'STATION.
 NO0406'
 NO0406'AN 87 FOOT SIGNAL AT PARKS IS VISIBLE AT 4 FEET.
 NO0406'
 NO0406'A 4 FOOT SIGNAL AT MOON (USGS), BROWN, CALAMUS 1934, ROUND,
 NO0406'HUNT 2, CALAMIS (USGS), AND KOSHOPAH ARE VISIBLE AT 4 FEET.
 NO0406'
 NO0406'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NO0406
 NO0406                          STATION RECOVERY (1974)
 NO0406
 NO0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 NO0406'SOME EROSION HAS OCCURED AT THE STA. MK. AND IT PROJECTS ABOUT
 NO0406'12 INCHES, BUT IS FIRM AND APPEARS UNDISTURBED.  REF. MK. 1
 NO0406'WAS FOUND IN GOOD CONDITION.  THE TABLET HAS BEEN REMOVED
 NO0406'FROM REF. MK. 2, BUT THE POST APPEARS UNDISTURBED AND THE
 NO0406'STEM REMAINS IN THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1185 ***********************************************************************
 LG1185  CBN         -  This is a Cooperative Base Network Control Station.
 LG1185  DESIGNATION -  MILFORD
 LG1185  PID         -  LG1185
 LG1185  STATE/COUNTY-  NE/SEWARD
 LG1185  USGS QUAD   -  PLEASANT DALE (1972)
 LG1185
 LG1185                         *CURRENT SURVEY CONTROL
 LG1185  ___________________________________________________________________
 LG1185* NAD 83(1995)-  40 48 51.55478(N)    096 59 50.54670(W)     ADJUSTED  
 LG1185* NAVD 88     -       469.9    (meters)    1542.     (feet)  GPS OBS   
 LG1185  ___________________________________________________________________
 LG1185  X           -    -588,948.777 (meters)                     COMP
 LG1185  Y           -  -4,798,420.932 (meters)                     COMP
 LG1185  Z           -   4,147,128.692 (meters)                     COMP
 LG1185  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 LG1185  ELLIP HEIGHT-         443.00  (meters)          (07/10/01) GPS OBS
 LG1185  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 LG1185
 LG1185  HORZ ORDER  -  B
 LG1185  ELLP ORDER  -  FOURTH    CLASS I
 LG1185
 LG1185.The horizontal coordinates were established by GPS observations
 LG1185.and adjusted by the National Geodetic Survey in November 1994..
 LG1185
 LG1185.The orthometric height was determined by GPS observations and a
 LG1185.high-resolution geoid model.
 LG1185
 LG1185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1185
 LG1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1185
 LG1185.The ellipsoidal height was determined by GPS observations
 LG1185.and is referenced to NAD 83.
 LG1185
 LG1185.The geoid height was determined by GEOID03.
 LG1185
 LG1185;                    North         East     Units Scale Factor Converg.
 LG1185;SPC NE       -   113,314.165   753,215.024   MT  0.99973088   +1 59 23.4
 LG1185;UTM  14      - 4,520,074.953   668,900.748   MT  0.99995113   +1 18 33.3
 LG1185
 LG1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1185!SPC NE       -   0.99993051  x   0.99973088  =   0.99966141
 LG1185!UTM  14      -   0.99993051  x   0.99995113  =   0.99988165
 LG1185
 LG1185:                Primary Azimuth Mark                     Grid Az
 LG1185:SPC NE       -  LINCOLN ST CAPITOL BLDG DOME             089 29 59.3
 LG1185:UTM  14      -  LINCOLN ST CAPITOL BLDG DOME             090 10 49.4
 LG1185
 LG1185|---------------------------------------------------------------------|
 LG1185| PID    Reference Object                     Distance      Geod. Az  |
 LG1185|                                                           dddmmss.s |
 LG1185| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.25.1 KM 0912922.7 |
 LG1185| CL7895 MILFORD RM 1                         20.410 METERS 09728     |
 LG1185| CL7896 MILFORD RM 2                         23.595 METERS 19208     |
 LG1185| LG0767 MILFORD INDUSTRIAL HOME TANK        APPROX. 5.1 KM 2053834.7 |
 LG1185| LG0766 MILFORD TRADE SCHOOL POWER STK      APPROX. 6.5 KM 2173942.3 |
 LG1185| LG0764 MILFORD MUNICIPAL TANK              APPROX. 6.9 KM 2281355.8 |
 LG1185| CL7894 MILFORD AZ MK                                      2631033.1 |
 LG1185| LG0768 GOEHNER TV STATION KOLN MAST        APPROX.15.6 KM 2652128.5 |
 LG1185| LG0756 SEWARD MUNICIPAL TANK               APPROX.13.7 KM 3202156.1 |
 LG1185| LG0763 SEWARD ST PAUL EVAN CH SPIRE        APPROX. 4.9 KM 3513340.6 |
 LG1185|---------------------------------------------------------------------|
 LG1185
 LG1185                          SUPERSEDED SURVEY CONTROL
 LG1185
 LG1185  ELLIP H (11/28/94)  443.06   (m)                       GP(       ) 2 1
 LG1185  NAD 83(1986)-  40 48 51.56434(N)    096 59 50.54641(W) AD(       ) 1
 LG1185  NAD 27      -  40 48 51.54000(N)    096 59 49.43800(W) AD(       ) 1
 LG1185  NGVD 29 (07/19/86)  469.67   (m)         1540.9    (f) LEVELING    3  
 LG1185
 LG1185.Superseded values are not recommended for survey control.
 LG1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1185.See file dsdata.txt to determine how the superseded data were derived.
 LG1185
 LG1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6890120075(NAD 83)
 LG1185_MARKER: DS = TRIANGULATION STATION DISK
 LG1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1185_STAMPING: MILFORD 1947
 LG1185_MARK LOGO: CGS   
 LG1185_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1185+STABILITY: SURFACE MOTION
 LG1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1185+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 LG1185
 LG1185  HISTORY     - Date     Condition        Report By
 LG1185  HISTORY     - 1947     MONUMENTED       CGS
 LG1185  HISTORY     - 1961     GOOD             CGS
 LG1185  HISTORY     - 1966     GOOD             NEDR
 LG1185  HISTORY     - 19931004 GOOD             NE-109
 LG1185  HISTORY     - 20000613 GOOD             NEDR
 LG1185
 LG1185                          STATION DESCRIPTION
 LG1185
 LG1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1185'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF SEWARD, 4 MILES
 LG1185'NORTHEAST OF MILFORD, 85 FEET WEST OF THE CENTER OF A DRIVEWAY,
 LG1185'AND 42 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 6.  IT IS SET
 LG1185'FLUSH WITH THE GROUND AND IS STAMPED MILFORD 1947.
 LG1185'
 LG1185'REFERENCE MARK NO. 1 IS 38 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 LG1185'NO. 6 AND 15 FEET WEST OF THE CENTER OF A DRIVEWAY.  IT PROJECTS
 LG1185'ABOUT 3 INCHES AND IS STAMPED MILFORD NO 1 1947.
 LG1185'
 LG1185'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE AND IS 35
 LG1185'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 6.  IT PROJECTS 4
 LG1185'INCHES AND IS STAMPED MILFORD NO 2 1947.
 LG1185'
 LG1185'AZIMUTH MARK IS SET IN THE SOUTHWEST CORNER OF A SCHOOL YARD, 275
 LG1185'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 6, 150 FEET
 LG1185'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE,
 LG1185'28 FEET EAST OF THE CENTER OF A GRAVELED ROAD, AND 18 FEET NORTH
 LG1185'OF A FENCE CORNER.  IT PROJECTS 2 INCHES AND IS STAMPED MILFORD
 LG1185'1947.
 LG1185'
 LG1185'TO REACH THE STATION FROM THE POST OFFICE IN MILFORD, GO EAST
 LG1185'ON THE MAIN STREET FOR 0.35 MILES, TURN LEFT, NORTH, ON U.S.
 LG1185'HIGHWAY NO. 6 AND GO 2.75 MILES TO THE JUNCTION OF U.S. HIGHWAY
 LG1185'NO. 6 AND STATE HIGHWAY NO. 15, TURN RIGHT, EAST, ON NO. 6 AND GO
 LG1185'2.6 MILES TO A FARM HOUSE ON THE LEFT AND THE STATION ON THE
 LG1185'LEFT AS DESCRIBED.
 LG1185'
 LG1185'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 LG1185'NO. 6 FOR 0.45 MILE TO A CROSSROAD, TURN LEFT, SOUTH, AND GO
 LG1185'275 FEET TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LG1185'
 LG1185'A 47 FOOT SIGNAL AT HAPPY IS VISIBLE AT 15 FEET.
 LG1185'
 LG1185'A 47 FOOT SIGNAL AT CORN IS VISIBLE AT 4 FEET.
 LG1185'
 LG1185'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 15 FEET.
 LG1185'
 LG1185'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 4 FEET.
 LG1185'
 LG1185'AN 87 FOOT SIGNAL AT CLARK 1935 IS VISIBLE AT 4 FEET.
 LG1185'
 LG1185'AN 87 FOOT SIGNAL AT EARNEST 1935 IS VISIBLE AT 4 FEET.
 LG1185'
 LG1185'A 74 FOOT SIGNAL AT TAMORA IS VISIBLE AT 12 FEET.
 LG1185'
 LG1185'AN 87 FOOT SIGNAL AT CATTLE 1935 IS VISIBLE AT 12 FEET.
 LG1185'
 LG1185'A 74 FOOT SIGNAL AT MIDDLE IS VISIBLE AT 64 FEET.
 LG1185'
 LG1185'A 74 FOOT SIGNAL AT GARLAND IS VISIBLE AT 12 FEET.
 LG1185'
 LG1185'A 10 FOOT SIGNAL AT EMERALD IS VISIBLE AT 12 FEET.
 LG1185'
 LG1185'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1185
 LG1185                          STATION RECOVERY (1961)
 LG1185
 LG1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1185'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 LG1185'WERE RECOVERED IN GOOD CONDITION.  THE MARKS ARE BRONZE DISKS SET
 LG1185'IN CONCRETE.
 LG1185'A COMPLETE DESCRIPTION FOLLOWS-
 LG1185'
 LG1185'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF SEWARD, 4 MILES
 LG1185'NORTHEAST OF MILFORD, 85 FEET WEST OF THE CENTER OF DRIVEWAY,
 LG1185'44.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 6, AND 2.0 FEET
 LG1185'NORTH OF A METAL WITNESS POST AND SIGN.  THE MARK IS SET FLUSH
 LG1185'WITH THE GROUND SURFACE AND THE DISK IS STAMPED MILFORD 1947.
 LG1185'
 LG1185'TO REACH THE STATION FROM THE WEST EDGE OF EMERALD, GO WEST ON
 LG1185'U.S. HIGHWAY 6 FOR 5.95 MILES TO THE PLEASANT DALE CEMETERY
 LG1185'ON THE RIGHT, CONTINUE WEST ON HIGHWAY FOR 2.5 MILES TO TOP OF
 LG1185'GRADE AND STATION ON THE RIGHT AT ROAD LEADING TO WINDMILL,
 LG1185'SILO, AND BARN AS DESCRIBED ABOVE.  TO REACH THE AZIMUTH MARK
 LG1185'CONTINUE WEST ON HIGHWAY FOR 0.45 MILE TO A CROSSROADS, TURN
 LG1185'LEFT, SOUTH, FOR 0.05 MILE TO MARK ON THE LEFT AS DESCRIBED.
 LG1185'
 LG1185'REFERENCE MARK 1 IS 35.7 FEET NORTH OF THE CENTERLINE OF U.S.
 LG1185'HIGHWAY 6, 18.9 FEET WEST OF THE CENTERLINE OF DRIVEWAY.
 LG1185'THE MARK PROJECTS 3 INCHES ABOVE THE GROUND SURFACE AND IS STAMPED
 LG1185'MILFORD NO 1 1947.
 LG1185'
 LG1185'REFERENCE MARK 2 IS 32.2 FEET SOUTH OF THE CENTERLINE OF U.S.
 LG1185'HIGHWAY 6, 9.6 FEET EAST OF A TELEPHONE POLE AND IN THE ROAD
 LG1185'RIGHT-OF-WAY.  THE MARK PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 LG1185'SURFACE AND IT IS STAMPED MILFORD NO 2 1947.
 LG1185'
 LG1185'AZIMUTH MARK IS ABOUT 275 FEET SOUTH OF U.S. HIGHWAY 6, 29.7
 LG1185'FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 19.7 FEET
 LG1185'NORTH OF A FENCE CORNER POST, AND 3.0 FEET SOUTHWEST OF A
 LG1185'METAL WITNESS POST AND SIGN.  THE EAST SIDE OF THE MARK
 LG1185'IS FLUSH WITH THE GROUND SURFACE AND THE WEST SIDE OF THE MARK
 LG1185'IS EXPOSED ABOUT 10 INCHES DUE TO EROSION.  IT IS STAMPED
 LG1185'MILFORD 1947.
 LG1185'
 LG1185'THE PICTURE POINT IS THE INTERSECTION OF THE CENTERLINES
 LG1185'OF THE FARM DRIVEWAY AND U.S. HIGHWAY 6.
 LG1185'
 LG1185'DIFFERENCES FOUND IN DISTANCE AND DIRECTION WERE DOUBLE CHECKED
 LG1185'IN THE FIELD.
 LG1185'
 LG1185'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 WAS 106.4 FEET.
 LG1185'(32.431 M)
 LG1185
 LG1185                          STATION RECOVERY (1966)
 LG1185
 LG1185'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1966 (HED)
 LG1185'THE STATION R.M. NO. 1, R.M. NO. 2 AND THE AZIMUTH MARK WERE
 LG1185'RECOVERED IN GOOD CONDITION.
 LG1185'
 LG1185'THE MARKS ARE BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 LG1185'
 LG1185'TO REACH DESCRIPTION OF 1947 AND RECOVERY NOTE OF 1961 ARE
 LG1185'ADEQUATE.
 LG1185'
 LG1185'TO REACH THE STATION FROM THE PLEASANT DALE INTERCHANGE ON NEBRASKA
 LG1185'INTERSTATE 80 FROM THE CENTER OF THE OVERPASS, PROCEED SOUTH ON
 LG1185'SECTION LINE ROAD FOR 0.5 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 LG1185'NO. 6, TURN RIGHT (WEST) AND CONTINUE ALONG HIGHWAY NO. 6 FOR 3.5
 LG1185'MILES TO THE STATION ON THE NORTH SIDE OF HIGHWAY NO. 6.
 LG1185
 LG1185                          STATION RECOVERY (1993)
 LG1185
 LG1185'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1993 (LVW)
 LG1185'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 2.41 KM
 LG1185'(1.50 MI) NORTH AND 5.63 KM (3.50 MI) WEST FROM PLEASANT DALE, NEAR
 LG1185'THE SOUTH 1/4 CORNER OF SECTION 20, T10N, R4E OF THE SIXTH PRINCIPAL
 LG1185'MERIDIAN IN SEWARD COUNTY, NEBRASKA AND ON THE NORTH SIDE OF U.S.
 LG1185'HIGHWAY 6.
 LG1185' 
 LG1185'TO REACH THE MARK FROM THE PLEASANT DALE INTERCHANGE (EXIT 388) OF
 LG1185'INTERSTATE HIGHWAY 80, GO SOUTH ON STATE HIGHWAY 103 FOR 0.80 KM (0.50
 LG1185'MI) TO U.S. HIGHWAY 6.  TURN RIGHT AND GO WEST ON HIGHWAY 6 FOR 5.63
 LG1185'KM (3.50 MI) TO THE STATION ON THE RIGHT.
 LG1185' 
 LG1185'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 LG1185'WITH THE GROUND SURFACE.  IT IS 25.45 M (83.50 FT) WEST FROM THE
 LG1185'CENTERLINE OF A DRIVEWAY, 13.20 M (43.31 FT) NORTH FROM THE CENTERLINE
 LG1185'OF THE HIGHWAY AND 2.35 M (7.71 FT) NORTH FROM AN EAST-WEST FENCE AND
 LG1185'A WITNESS POST.
 LG1185' 
 LG1185'NOTE-THE REFERENCE MARKS AND AZIMUTH MARK WERE ALSO FOUND IN GOOD
 LG1185'CONDITION.
 LG1185
 LG1185                          STATION RECOVERY (2000)
 LG1185
 LG1185'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1185'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0769 ***********************************************************************
 LG0769  DESIGNATION -  MILFORD 1
 LG0769  PID         -  LG0769
 LG0769  STATE/COUNTY-  NE/SEWARD
 LG0769  USGS QUAD   -  GOEHNER (1964)
 LG0769
 LG0769                         *CURRENT SURVEY CONTROL
 LG0769  ___________________________________________________________________
 LG0769* NAD 83(1995)-  40 48 52.41418(N)    097 10 40.94515(W)     ADJUSTED  
 LG0769* NAVD 88     -       466.27   (+/-2cm)    1529.8    (feet)  VERTCON   
 LG0769  ___________________________________________________________________
 LG0769  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 LG0769  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0769
 LG0769  HORZ ORDER  -  SECOND
 LG0769  VERT ORDER  -  THIRD ? (See Below)
 LG0769
 LG0769.The horizontal coordinates were established by classical geodetic methods
 LG0769.and adjusted by the National Geodetic Survey in August 1997..
 LG0769
 LG0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0769.The vertical order pertains to the NGVD 29 superseded value.
 LG0769
 LG0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0769
 LG0769.The geoid height was determined by GEOID03.
 LG0769
 LG0769;                    North         East     Units Scale Factor Converg.
 LG0769;SPC NE       -   112,827.441   737,983.944   MT  0.99973083   +1 52 12.4
 LG0769;UTM  14      - 4,519,768.914   653,662.076   MT  0.99989063   +1 11 27.9
 LG0769
 LG0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0769!SPC NE       -   0.99993108  x   0.99973083  =   0.99966193
 LG0769!UTM  14      -   0.99993108  x   0.99989063  =   0.99982172
 LG0769
 LG0769|---------------------------------------------------------------------|
 LG0769| PID    Reference Object                     Distance      Geod. Az  |
 LG0769|                                                           dddmmss.s |
 LG0769| CO1803 MILFORD 1 RM 1                                     12224     |
 LG0769| LG0768 GOEHNER TV STATION KOLN MAST        APPROX. 1.3 KM 1921523.3 |
 LG0769| CO1804 MILFORD 1 RM 2                                     21923     |
 LG0769| LG0770 MILFORD 2                           APPROX. 3.2 KM 2701509.4 |
 LG0769|---------------------------------------------------------------------|
 LG0769
 LG0769                          SUPERSEDED SURVEY CONTROL
 LG0769
 LG0769  NAD 83(1986)-  40 48 52.42325(N)    097 10 40.94531(W) AD(       ) 2
 LG0769  NAD 27      -  40 48 52.39547(N)    097 10 39.79066(W) AD(       ) 2
 LG0769  NGVD 29 (07/19/86)  466.09   (m)         1529.2    (f) LEVELING    3  
 LG0769
 LG0769.Superseded values are not recommended for survey control.
 LG0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0769.See file dsdata.txt to determine how the superseded data were derived.
 LG0769
 LG0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5366219769(NAD 83)
 LG0769_MARKER: DS = TRIANGULATION STATION DISK
 LG0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0769
 LG0769  HISTORY     - Date     Condition        Report By
 LG0769  HISTORY     - 1961     MONUMENTED       NEDR
 LG0769
 LG0769                          STATION DESCRIPTION
 LG0769
 LG0769'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0769'THE STATION IS LOCATED 1.3 MILES SOUTH AND 2.25 MILES EAST OF
 LG0769'U.S. POST OFFICE IN GOEHNER, AT INTERSECTION OF SECTION 22,
 LG0769'23, 26 AND 27 T10N R 2 E.
 LG0769'
 LG0769'TO REACH STATION FROM THE U.S. POST OFFICE IN GOEHNER, GO 0.3
 LG0769'MILES SOUTH ON MAIN STREET TO T INTERSECTION, TURN LEFT (EAST)
 LG0769'AND GO 0.25 MILES TO COUNTY ROAD INTERSECTION, TURN RIGHT (SOUTH)
 LG0769'AND GO 1.0 MILE TO COUNTY ROAD INTERSECTION, TURN LEFT (EAST)
 LG0769'AND GO 2.0 MILES TO STATION.
 LG0769'
 LG0769'THE STATION IS A STANDARD DEPARTMENT OF ROADS TRIANGULATION DISK
 LG0769'STAMPED MILFORD 1-1961 BURIED .9 BELOW GROUND ELEVATION.  IT
 LG0769'IS 10.0 FEET NORTH TO THE CENTERLINE EAST-WEST COUNTY ROAD, 7.0
 LG0769'FEET EAST TO CENTERLINE NORTH-SOUTH COUNTY ROAD.
 LG0769'
 LG0769'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LG0769'DISK STAMPED MILFORD 1 RM 1 IS 31.0 FEET EAST FROM CENTERLINE
 LG0769'NORTH-SOUTH COUNTY ROAD, 32.0 FEET SOUTH FROM CENTERLINE EAST-WEST
 LG0769'COUNTY ROAD, AND 2.2 FEET NORTHWEST OF COTTONWOOD TREE.
 LG0769'R.M. 1 PROJECTS 0.3 FEET ABOVE GROUND ELEVATION.
 LG0769'
 LG0769'REFERENCE MARK 2 IS A STANDARD DEPARTMENT OF ROADS REFERENCE
 LG0769'MARK DISK STAMPED MILFORD 1, R.M. 2.  IT IS 38.0 FEET SOUTH
 LG0769'OF CENTERLINE EAST-WEST COUNTY ROAD, 30.0 FEET WEST OF CENTERLINE
 LG0769'NORTH-SOUTH COUNTY ROAD, 2.0 FEET NORTH OF FENCE CORNER POST,
 LG0769'AND 12.3 FEET WEST OF POWER POLE.  IT PROJECTS 0.3 FEET ABOVE
 LG0769'GROUND ELEVATION.
 LG0769'
 LG0769'AZIMUTH MARK (NONE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0770 ***********************************************************************
 LG0770  DESIGNATION -  MILFORD 2
 LG0770  PID         -  LG0770
 LG0770  STATE/COUNTY-  NE/SEWARD
 LG0770  USGS QUAD   -  GOEHNER (1964)
 LG0770
 LG0770                         *CURRENT SURVEY CONTROL
 LG0770  ___________________________________________________________________
 LG0770* NAD 83(1995)-  40 48 52.85197(N)    097 12 58.43976(W)     ADJUSTED  
 LG0770* NAVD 88     -       470.81   (+/-2cm)    1544.6    (feet)  VERTCON   
 LG0770  ___________________________________________________________________
 LG0770  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 LG0770  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 LG0770
 LG0770  HORZ ORDER  -  SECOND
 LG0770  VERT ORDER  -  THIRD ? (See Below)
 LG0770
 LG0770.The horizontal coordinates were established by classical geodetic methods
 LG0770.and adjusted by the National Geodetic Survey in August 1997..
 LG0770
 LG0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0770.The vertical order pertains to the NGVD 29 superseded value.
 LG0770
 LG0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0770
 LG0770.The geoid height was determined by GEOID03.
 LG0770
 LG0770;                    North         East     Units Scale Factor Converg.
 LG0770;SPC NE       -   112,736.517   734,763.709   MT  0.99973081   +1 50 41.3
 LG0770;UTM  14      - 4,519,716.141   650,440.495   MT  0.99987857   +1 09 58.0
 LG0770
 LG0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0770!SPC NE       -   0.99993037  x   0.99973081  =   0.99966120
 LG0770!UTM  14      -   0.99993037  x   0.99987857  =   0.99980894
 LG0770
 LG0770|---------------------------------------------------------------------|
 LG0770| PID    Reference Object                     Distance      Geod. Az  |
 LG0770|                                                           dddmmss.s |
 LG0770| CO1805 MILFORD 2 RM 1                                     00047     |
 LG0770| LG0768 GOEHNER TV STATION KOLN MAST        APPROX. 3.2 KM 1140735.4 |
 LG0770| CO1806 MILFORD 2 RM 2                                     20734     |
 LG0770| LG0799 MILFORD 3                           APPROX. 4.6 KM 2695953.6 |
 LG0770|---------------------------------------------------------------------|
 LG0770
 LG0770                          SUPERSEDED SURVEY CONTROL
 LG0770
 LG0770  NAD 83(1986)-  40 48 52.86095(N)    097 12 58.43997(W) AD(       ) 2
 LG0770  NAD 27      -  40 48 52.83263(N)    097 12 57.27999(W) AD(       ) 2
 LG0770  NGVD 29 (07/19/86)  470.63   (m)         1544.1    (f) LEVELING    3  
 LG0770
 LG0770.Superseded values are not recommended for survey control.
 LG0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0770.See file dsdata.txt to determine how the superseded data were derived.
 LG0770
 LG0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5044019716(NAD 83)
 LG0770_MARKER: DS = TRIANGULATION STATION DISK
 LG0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0770
 LG0770  HISTORY     - Date     Condition        Report By
 LG0770  HISTORY     - 1961     MONUMENTED       NEDR
 LG0770
 LG0770                          STATION DESCRIPTION
 LG0770
 LG0770'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0770'THE STATION IS LOCATED 1.3 MILES SOUTH OF U.S. P.O. AT GOEHNER,
 LG0770'IN SEC. 29, T10N, R.2E..
 LG0770'
 LG0770'TO REACH THE STATION FROM THE POST OFFICE IN GOEHNER GO 0.3
 LG0770'MILES SOUTH ON MAIN STREET TO T INTERSECTION, TURN LEFT (EAST)
 LG0770'AND GO 0.25 MILE TO INTERSECTION WITH NORTH-SOUTH COUNTY ROAD,
 LG0770'TURN RIGHT (SOUTH) AND GO 1.0 MILE TO INTERSECTION OF EAST-WEST
 LG0770'COUNTY ROAD AND STATION.
 LG0770'
 LG0770'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK,
 LG0770'STAMPED MILFORD 2-1961.  34.9 FEET EAST TO CENTERLINE OF
 LG0770'NORTH-SOUTH COUNTY ROAD, 49.0 FEET NORTH TO CENTERLINE OF
 LG0770'EAST-WEST COUNTY ROAD, 17.1 FEET NORTH TO POWER POLE, 42.6 FEET
 LG0770'SOUTHWEST TO NORTHWEST CORNER OF CORN CRIB.  MONUMENT PROJECTS
 LG0770'0.9 FEET BELOW GROUND ELEVATION.
 LG0770'
 LG0770'REFERENCE MARK 1, A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LG0770'DISK STAMPED MILFORD 2 R.M.1 IS 33.0 FEET WEST OF CENTERLINE
 LG0770'OF NORTH-SOUTH COUNTY ROAD, 33.0 FEET SOUTH OF CENTERLINE OF
 LG0770'EAST-WEST COUNTY ROAD, 1.6 FEET SOUTHWEST OF POWER POLE, 57.2
 LG0770'FEET NORTHEAST OF NORTHEAST CORNER OF CORN CRIB.  R.M.1 PROJECTS
 LG0770'0.3 FEET ABOVE GROUND ELEVATION.
 LG0770'
 LG0770'REFERENCE MARK 2, A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LG0770'DISK STAMPED MILFORD 2 R.M.2 IS 54.1 FEET WEST OF CENTERLINE
 LG0770'OF NORTH-SOUTH COUNTY ROAD, 85.0 FEET SOUTH OF CENTERLINE OF
 LG0770'EAST-WEST COUNTY ROAD, 2.3 FEET WEST OF NORTHEAST CORNER OF
 LG0770'CORN CRIB.
 LG0770'
 LG0770'AZIMUTH MARK (NONE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0799 ***********************************************************************
 LG0799  DESIGNATION -  MILFORD 3
 LG0799  PID         -  LG0799
 LG0799  STATE/COUNTY-  NE/SEWARD
 LG0799  USGS QUAD   -  BEAVER CROSSING (1966)
 LG0799
 LG0799                         *CURRENT SURVEY CONTROL
 LG0799  ___________________________________________________________________
 LG0799* NAD 83(1995)-  40 48 52.80100(N)    097 16 14.67659(W)     ADJUSTED  
 LG0799* NAVD 88     -       476.81   (+/-2cm)    1564.3    (feet)  VERTCON   
 LG0799  ___________________________________________________________________
 LG0799  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 LG0799  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 LG0799
 LG0799  HORZ ORDER  -  SECOND
 LG0799  VERT ORDER  -  THIRD ? (See Below)
 LG0799
 LG0799.The horizontal coordinates were established by classical geodetic methods
 LG0799.and adjusted by the National Geodetic Survey in August 1997..
 LG0799
 LG0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0799.The vertical order pertains to the NGVD 29 superseded value.
 LG0799
 LG0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0799
 LG0799.The geoid height was determined by GEOID03.
 LG0799
 LG0799;                    North         East     Units Scale Factor Converg.
 LG0799;SPC NE       -   112,588.381   730,168.284   MT  0.99973081   +1 48 31.2
 LG0799;UTM  14      - 4,519,622.416   645,842.997   MT  0.99986180   +1 07 49.7
 LG0799
 LG0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0799!SPC NE       -   0.99992942  x   0.99973081  =   0.99966025
 LG0799!UTM  14      -   0.99992942  x   0.99986180  =   0.99979123
 LG0799
 LG0799|---------------------------------------------------------------------|
 LG0799| PID    Reference Object                     Distance      Geod. Az  |
 LG0799|                                                           dddmmss.s |
 LG0799| CO1807 MILFORD 3 RM 1                                     05621     |
 LG0799| LG0768 GOEHNER TV STATION KOLN MAST        APPROX. 7.7 KM 0995212.0 |
 LG0799| CO1808 MILFORD 3 RM 2                                     30301     |
 LG0799|---------------------------------------------------------------------|
 LG0799
 LG0799                          SUPERSEDED SURVEY CONTROL
 LG0799
 LG0799  NAD 83(1986)-  40 48 52.80981(N)    097 16 14.67691(W) AD(       ) 2
 LG0799  NAD 27      -  40 48 52.78094(N)    097 16 13.50811(W) AD(       ) 2
 LG0799  NGVD 29 (07/19/86)  476.63   (m)         1563.7    (f) LEVELING    3  
 LG0799
 LG0799.Superseded values are not recommended for survey control.
 LG0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0799.See file dsdata.txt to determine how the superseded data were derived.
 LG0799
 LG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4584319622(NAD 83)
 LG0799_MARKER: DS = TRIANGULATION STATION DISK
 LG0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0799
 LG0799  HISTORY     - Date     Condition        Report By
 LG0799  HISTORY     - 1961     MONUMENTED       NEDR
 LG0799
 LG0799                          STATION DESCRIPTION
 LG0799
 LG0799'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0799'THE STATION IS LOCATED 0.6 MILES EAST AND 2.6 MILES NORTH OF
 LG0799'THE POST OFFICE IN BEAVER CROSSING IN COUNTY ROAD BETWEEN SECTIONS
 LG0799'24 AND 25, T10N R 1E.
 LG0799'
 LG0799'TO REACH THE STATION FROM THE POST OFFICE IN BEAVER CROSSING,
 LG0799'GO EAST ON MAIN STREET TO A T INTERSECTION, TURN LEFT AND GO
 LG0799'NORTH 2.6 MILES TO AN INTERSECTION WITH A COUNTY ROAD, TURN RIGHT
 LG0799'AND GO EAST 0.1 MILES TO STATION IN COUNTY ROAD AS DESCRIBED.
 LG0799'
 LG0799'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION
 LG0799'DISK STAMPED MILFORD 3, 1961 AND SET IN THE TOP OF A CONCRETE
 LG0799'MONUMENT BURIED 0.9 FEET BELOW THE SURFACE OF THE ROADWAY.
 LG0799'IT IS 130.2 FEET SOUTHEAST TO THE NORTHWEST CORNER OF A HOUSE
 LG0799'AND 182.5 FEET WEST SOUTHWEST TO A TELEPHONE POLE.
 LG0799'
 LG0799'REFERENCE MARK NUMBER ONE IS A STANDARD DEPARTMENT OF ROADS
 LG0799'REFERENCE MARK DISK STAMPED MILFORD 3 RM 1 SET IN THE TOP OF A
 LG0799'CONCRETE MONUMENT WHICH PROJECTS ABOUT 0.3 FEET ABOVE THE
 LG0799'GROUND.  IT IS 29.0 FEET SOUTH TO THE CENTER OF AN EAST-WEST
 LG0799'COUNTY ROAD.
 LG0799'
 LG0799'REFERENCE MARK NUMBER TWO IS A STANDARD DEPARTMENT OF ROADS
 LG0799'REFERENCE MARK DISK STAMPED MILFORD 3 RM 2 SET IN THE TOP
 LG0799'OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 0.3 FEET ABOVE THE
 LG0799'GROUND.  IT IS 28.0 FEET SOUTH TO THE CENTER OF AN EAST-WEST
 LG0799'COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0767 ***********************************************************************
 LG0767  DESIGNATION -  MILFORD INDUSTRIAL HOME TANK
 LG0767  PID         -  LG0767
 LG0767  STATE/COUNTY-  NE/SEWARD
 LG0767  USGS QUAD   -  MILFORD (1964)
 LG0767
 LG0767                         *CURRENT SURVEY CONTROL
 LG0767  ___________________________________________________________________
 LG0767* NAD 83(1995)-  40 46 21.09808(N)    097 01 25.54438(W)     ADJUSTED  
 LG0767* NAVD 88     -                                                        
 LG0767  ___________________________________________________________________
 LG0767  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 LG0767  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 LG0767
 LG0767  HORZ ORDER  -  THIRD
 LG0767
 LG0767.The horizontal coordinates were established by classical geodetic methods
 LG0767.and adjusted by the National Geodetic Survey in August 1997..
 LG0767
 LG0767
 LG0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0767
 LG0767.The geoid height was determined by GEOID03.
 LG0767
 LG0767;                    North         East     Units Scale Factor Converg.
 LG0767;SPC NE       -   108,600.030   751,150.248   MT  0.99973987   +1 58 20.4
 LG0767;UTM  14      - 4,515,384.700   666,779.638   MT  0.99994237   +1 17 27.2
 LG0767
 LG0767                          SUPERSEDED SURVEY CONTROL
 LG0767
 LG0767  NAD 83(1986)-  40 46 21.10740(N)    097 01 25.54445(W) AD(       ) 4
 LG0767  NAD 27      -  40 46 21.08000(N)    097 01 24.43000(W) AD(       ) 3
 LG0767
 LG0767.Superseded values are not recommended for survey control.
 LG0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0767.See file dsdata.txt to determine how the superseded data were derived.
 LG0767
 LG0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6678015385(NAD 83)
 LG0767_MARKER: 53 = ELEVATED TANK
 LG0767
 LG0767  HISTORY     - Date     Condition        Report By
 LG0767  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0767  HISTORY     - 20020813 MARK NOT FOUND   USPSQD
 LG0767
 LG0767                          STATION DESCRIPTION
 LG0767
 LG0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0767'THE STATION IS THE WATER TANK OF THE STATE INDUSTRIAL SCHOOL FOR
 LG0767'WOMEN, LOCATED ABOUT 1.5 MILES EAST OF MILFORD ON THE TOP OF A
 LG0767'PROMINENT HILL AND JUST NORTH-EAST OF THE INDUSTRIAL SCHOOL
 LG0767'OFFICE.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 100 FEET
 LG0767'HIGH.  THE ENTIRE STRUCTURE IS PAINTED ALUMNINUM. POINT OBSERVED
 LG0767'UPON, FINIAL ON THE APEX OF THE ROOF.
 LG0767
 LG0767                          STATION RECOVERY (2002)
 LG0767
 LG0767'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0767'INDUSTRIAL SCHOOL FOR WOMEN IS NOW MILFORD CHRISTIAN SCHOOL. TANK
 LG0767'EXISTS, BUT FINIAL ON APEX OF ROOF OF TANK NO LONGER EXISTS. AT NORTH
 LG0767'EDGE OF MILFORD AT STATE RD 15, TAKE SUNRISE RD. 1.5 MILES EAST TO W.
 LG0767'224TH ST. TANK IS 1/16 MILE SOUTH OF SUNRISE RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0764 ***********************************************************************
 LG0764  DESIGNATION -  MILFORD MUNICIPAL TANK
 LG0764  PID         -  LG0764
 LG0764  STATE/COUNTY-  NE/SEWARD
 LG0764  USGS QUAD   -  MILFORD (1964)
 LG0764
 LG0764                         *CURRENT SURVEY CONTROL
 LG0764  ___________________________________________________________________
 LG0764* NAD 83(1995)-  40 46 21.45287(N)    097 03 31.53709(W)     ADJUSTED  
 LG0764* NAVD 88     -                                                        
 LG0764  ___________________________________________________________________
 LG0764  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 LG0764  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 LG0764
 LG0764  HORZ ORDER  -  THIRD
 LG0764
 LG0764.The horizontal coordinates were established by classical geodetic methods
 LG0764.and adjusted by the National Geodetic Survey in August 1997..
 LG0764
 LG0764
 LG0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0764
 LG0764.The geoid height was determined by GEOID03.
 LG0764
 LG0764;                    North         East     Units Scale Factor Converg.
 LG0764;SPC NE       -   108,509.898   748,197.712   MT  0.99973985   +1 56 56.9
 LG0764;UTM  14      - 4,515,329.671   663,825.659   MT  0.99993035   +1 16 04.9
 LG0764
 LG0764                          SUPERSEDED SURVEY CONTROL
 LG0764
 LG0764  NAD 83(1986)-  40 46 21.46196(N)    097 03 31.53717(W) AD(       ) 4
 LG0764  NAD 27      -  40 46 21.43600(N)    097 03 30.42400(W) AD(       ) 3
 LG0764
 LG0764.Superseded values are not recommended for survey control.
 LG0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0764.See file dsdata.txt to determine how the superseded data were derived.
 LG0764
 LG0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6382615330(NAD 83)
 LG0764_MARKER: 53 = ELEVATED TANK
 LG0764
 LG0764  HISTORY     - Date     Condition        Report By
 LG0764  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0764  HISTORY     - 1935     GOOD             CGS
 LG0764  HISTORY     - 1947     GOOD             CGS
 LG0764  HISTORY     - 19800611 GOOD             NGS
 LG0764  HISTORY     - 20020813 GOOD             USPSQD
 LG0764
 LG0764                          STATION DESCRIPTION
 LG0764
 LG0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0764'POINT OBSERVED UPON WAS THE FINIAL OF THE SILVER, MUNICIPAL WATER
 LG0764'TANK LOCATED IN THE WEST PART OF TOWN.  APPROXIMATELY 100 FEET
 LG0764'HIGH.
 LG0764'
 LG0764'OBSERVED UPON FROM STATIONS CATTLE, EARNEST, BEAVER, AND CLARK.
 LG0764
 LG0764                          STATION RECOVERY (1935)
 LG0764
 LG0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 LG0764'RECOVERED IN GOOD CONDITION.
 LG0764
 LG0764                          STATION RECOVERY (1947)
 LG0764
 LG0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0764'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY, LOCATED
 LG0764'IN THE WEST EDGE OF TOWN BETWEEN SECOND AND THIRD STREETS ON
 LG0764'F STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET
 LG0764'HIGH.  THE ENTIRE STRUCTURE IS PAINTED ALUMNINUM.  POINT
 LG0764'OBSERVED UPON, FINIAL ON THE APEX OF THE ROOF.
 LG0764'
 LG0764'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LG0764
 LG0764                          STATION RECOVERY (1980)
 LG0764
 LG0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LG0764'RECOVERED IN GOOD CONDITION.
 LG0764
 LG0764                          STATION RECOVERY (2002)
 LG0764
 LG0764'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0766 ***********************************************************************
 LG0766  DESIGNATION -  MILFORD TRADE SCHOOL POWER STK
 LG0766  PID         -  LG0766
 LG0766  STATE/COUNTY-  NE/SEWARD
 LG0766  USGS QUAD   -  MILFORD (1964)
 LG0766
 LG0766                         *CURRENT SURVEY CONTROL
 LG0766  ___________________________________________________________________
 LG0766* NAD 83(1995)-  40 46 05.87026(N)    097 02 38.71164(W)     ADJUSTED  
 LG0766* NAVD 88     -                                                        
 LG0766  ___________________________________________________________________
 LG0766  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 LG0766  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 LG0766
 LG0766  HORZ ORDER  -  THIRD
 LG0766
 LG0766.The horizontal coordinates were established by classical geodetic methods
 LG0766.and adjusted by the National Geodetic Survey in August 1997..
 LG0766
 LG0766
 LG0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0766
 LG0766.The geoid height was determined by GEOID03.
 LG0766
 LG0766;                    North         East     Units Scale Factor Converg.
 LG0766;SPC NE       -   108,071.855   749,451.907   MT  0.99974081   +1 57 31.9
 LG0766;UTM  14      - 4,514,876.659   665,074.797   MT  0.99993541   +1 16 39.0
 LG0766
 LG0766                          SUPERSEDED SURVEY CONTROL
 LG0766
 LG0766  NAD 83(1986)-  40 46 05.87956(N)    097 02 38.71177(W) AD(       ) 4
 LG0766  NAD 27      -  40 46 05.85000(N)    097 02 37.59000(W) AD(       ) 3
 LG0766
 LG0766.Superseded values are not recommended for survey control.
 LG0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0766.See file dsdata.txt to determine how the superseded data were derived.
 LG0766
 LG0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6507514877(NAD 83)
 LG0766_MARKER: 63 = STACK
 LG0766
 LG0766  HISTORY     - Date     Condition        Report By
 LG0766  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0766  HISTORY     - 20020813 MARK NOT FOUND   USPSQD
 LG0766
 LG0766                          STATION DESCRIPTION
 LG0766
 LG0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0766'THE STATION IS THE TALL CONCRETE STACK OF THE NEBRASKA STATE
 LG0766'TRADE SCHOOL, HEATING AND LIGHTING SYSTEM, LOCATED IN THE SOUTHEAST
 LG0766'EDGE OF THE TOWN OF MILFORD ON THE SCHOOL GROUNDS AND JUST SOUTH OF
 LG0766'THE ADMINSTRATION BUILDING.  IT IS AN ALL CONCRETE STRUCTURE ABOUT
 LG0766'110 FEET HIGH.  POINT OBSERVED UPON, CENTER OF THE TOP OF STACK.
 LG0766
 LG0766                          STATION RECOVERY (2002)
 LG0766
 LG0766'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0766'SITE LOCATED. MILFORD TRADE SCHOOL IS NOW SE COMMUNITY COLLEGE-MILFORD
 LG0766'CAMPUS. ACCORDING TO 1963 GRADUATE OF TRADE SCHOOL, BUILDING WITH
 LG0766'STACK WAS TORN DOWN AND STACK DEMOLISHED DURING '63-'64. PICTURE
 LG0766'SHOWING STACK FROM 1963 SCHOOL YEARBOOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1818 ***********************************************************************
 NM1818  DESIGNATION -  MILL
 NM1818  PID         -  NM1818
 NM1818  STATE/COUNTY-  NE/KNOX
 NM1818  USGS QUAD   -  TABOR SE (1968)
 NM1818
 NM1818                         *CURRENT SURVEY CONTROL
 NM1818  ___________________________________________________________________
 NM1818* NAD 83(1995)-  42 47 55.24624(N)    097 33 13.70737(W)     ADJUSTED  
 NM1818* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 NM1818  ___________________________________________________________________
 NM1818  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 NM1818  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 NM1818
 NM1818  HORZ ORDER  -  SECOND
 NM1818
 NM1818.The horizontal coordinates were established by classical geodetic methods
 NM1818.and adjusted by the National Geodetic Survey in August 1997..
 NM1818
 NM1818.The orthometric height was scaled from a topographic map.
 NM1818
 NM1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1818
 NM1818.The geoid height was determined by GEOID03.
 NM1818
 NM1818;                    North         East     Units Scale Factor Converg.
 NM1818;SPC NE       -   332,087.896   700,070.946   MT  0.99991390   +1 37 15.9
 NM1818;SPC SD S     -    55,501.103   827,343.228   MT  1.00000838   +1 55 02.9
 NM1818;SPC SD S     -   182,089.87  2,714,375.24   sFT  1.00000838   +1 55 02.9
 NM1818;UTM  14      - 4,739,473.055   618,261.859   MT  0.99977206   +0 58 57.7
 NM1818
 NM1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1818!SPC NE       -   0.99993372  x   0.99991390  =   0.99984763
 NM1818!SPC SD S     -   0.99993372  x   1.00000838  =   0.99994210
 NM1818!UTM  14      -   0.99993372  x   0.99977206  =   0.99970580
 NM1818
 NM1818:                Primary Azimuth Mark                     Grid Az
 NM1818:SPC NE       -  MILL AZ MK                               058 52 10.1
 NM1818:SPC SD S     -  MILL AZ MK                               058 34 23.1
 NM1818:UTM  14      -  MILL AZ MK                               059 30 28.3
 NM1818
 NM1818|---------------------------------------------------------------------|
 NM1818| PID    Reference Object                     Distance      Geod. Az  |
 NM1818|                                                           dddmmss.s |
 NM1818| CO3262 MILL AZ MK                                         0602926.0 |
 NM1818| NM1753 CROFTON MUNICIPAL STANDPIPE         APPROX. 8.6 KM 1491621.6 |
 NM1818| CO3263 MILL RM 1                            30.757 METERS 22633     |
 NM1818| CO3264 MILL RM 2                            26.883 METERS 30016     |
 NM1818|---------------------------------------------------------------------|
 NM1818
 NM1818                          SUPERSEDED SURVEY CONTROL
 NM1818
 NM1818  NAD 83(1986)-  42 47 55.25464(N)    097 33 13.70096(W) AD(       ) 2
 NM1818  NAD 27      -  42 47 55.25800(N)    097 33 12.46600(W) AD(       ) 2
 NM1818
 NM1818.Superseded values are not recommended for survey control.
 NM1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1818.See file dsdata.txt to determine how the superseded data were derived.
 NM1818
 NM1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1826239473(NAD 83)
 NM1818_MARKER: DS = TRIANGULATION STATION DISK
 NM1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1818
 NM1818  HISTORY     - Date     Condition        Report By
 NM1818  HISTORY     - 1948     MONUMENTED       CGS
 NM1818  HISTORY     - 1971     GOOD             LOCENG
 NM1818
 NM1818                          STATION DESCRIPTION
 NM1818
 NM1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1818'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF CROFTON,
 NM1818'ABOUT 0.2 MILE SOUTHWEST OF A WHITE CHURCH, ABOUT 0.1 MILE
 NM1818'NORTHEAST OF MR. MISCHKES HOUSE, AND 82 FEET EAST OF A
 NM1818'NORTH-SOUTH FENCE LINE.  THE DISK IS STAMPED MILL 1948 AND
 NM1818'PROJECTS 2 INCHES.
 NM1818'
 NM1818'REFERENCE MARK NO. 1 IS 100.91 FEET SOUTHWEST OF THE STATION,
 NM1818'82 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, AND 1 FOOT
 NM1818'EAST OF THE FENCE LINE.  THE DISK IS STAMPED MILL NO 1 1948
 NM1818'AND PROJECTS 10 INCHES.
 NM1818'
 NM1818'REFERENCE MARK NO. 2 IS 88.20 FEET WEST-NORTHWEST OF THE
 NM1818'STATION, 82 FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET
 NM1818'SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF THE FENCE LINE.
 NM1818'THE DISK IS STAMPED MILL NO 2 1948 AND PROJECTS 8 INCHES.
 NM1818'
 NM1818'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTHEAST OF THE STATION,
 NM1818'68 PACES SOUTHEAST OF THE SOUTHEAST CORNER OF THE WHITE
 NM1818'CHURCH, 13 PACES SOUTH OF A SMALL SHED, 3 FEET WEST OF A
 NM1818'WITNESS POST, AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 NM1818'THE DISK IS STAMPED MILL 1948 AND PROJECTS 6 INCHES.
 NM1818'
 NM1818'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 NM1818'AND STATE ROUTE 12, AT THE WEST EDGE OF CROFTON, GO NORTH
 NM1818'ON U.S. HIGHWAY 81 FOR 5.05 MILES TO A CROSSROAD.  TURN
 NM1818'LEFT AND FOLLOW A DIRT ROAD WEST FOR 1.0 MILE TO A CROSS
 NM1818'ROAD.  CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO ANOTHER CROSSROAD.
 NM1818'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A WHITE CHURCH ON
 NM1818'THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE WEST
 NM1818'FOR 0.2 MILE TO A SHARP TURN TO THE LEFT.  TURN LEFT AND
 NM1818'GO SOUTH, ON THE DIRT ROAD, FOR 0.25 MILE TO A GATE ON THE
 NM1818'LEFT BETWEEN 2 BARNS.  TURN LEFT, PASS THRU THE GATE AND GO
 NM1818'NORTH FOR ABOUT 100 FEET TO ANOTHER GATE.  PASS THRU THE
 NM1818'GATE AND GO NORTH FOR 0.05 MILE TO THE TOP OF A SMALL KNOLL
 NM1818'AND THE STATION AS DESCRIBED.
 NM1818'
 NM1818'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1818
 NM1818                          STATION RECOVERY (1971)
 NM1818
 NM1818'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (AEP)
 NM1818'RECOVERED BY GOLLEHON SCHEMMER AND ASSOCIATES INC.
 NM1818'
 NM1818'MILL 1948-GOOD
 NM1818'
 NM1818'NO. 1 MILL 1948-GOOD
 NM1818'
 NM1818'NO. 2 MILL 1948-CONCRETE CHIPPED AROUND DISC
 NM1818'
 NM1818'MILL 1948 ON KNOLL IN AREA BEING USED FOR HOG YARD
 NM1818'
 NM1818'EROSION OF DIRT AROUND MILL NO. 1 AND MILL NO. 2 IS VERY
 NM1818'BAD.
 NM1818'
 NM1818'DESCRIPTION TO FIND MARK IS GOOD EXCEPT THE HIGHWAY NORTH
 NM1818'FROM CROFTON NEBR. IS S.R. 121 INSTEAD OF HIGHWAY 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0625 ***********************************************************************
 NP0625  DESIGNATION -  MILL
 NP0625  PID         -  NP0625
 NP0625  STATE/COUNTY-  NE/SHERIDAN
 NP0625  USGS QUAD   -  WHITE LAKE (1989)
 NP0625
 NP0625                         *CURRENT SURVEY CONTROL
 NP0625  ___________________________________________________________________
 NP0625* NAD 83(1995)-  42 14 21.22385(N)    102 22 20.50530(W)     ADJUSTED  
 NP0625* NAVD 88     -      1274.     (meters)    4180.     (feet)  SCALED    
 NP0625  ___________________________________________________________________
 NP0625  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 NP0625  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 NP0625
 NP0625  HORZ ORDER  -  FIRST
 NP0625
 NP0625.The horizontal coordinates were established by classical geodetic methods
 NP0625.and adjusted by the National Geodetic Survey in August 1997..
 NP0625
 NP0625.The orthometric height was scaled from a topographic map.
 NP0625
 NP0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0625
 NP0625.The geoid height was determined by GEOID03.
 NP0625
 NP0625;                    North         East     Units Scale Factor Converg.
 NP0625;SPC NE       -   269,808.589   304,261.248   MT  0.99974049   -1 34 19.8
 NP0625;UTM  13      - 4,679,681.262   716,805.134   MT  1.00017839   +1 46 01.4
 NP0625
 NP0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0625!SPC NE       -   0.99980321  x   0.99974049  =   0.99954375
 NP0625!UTM  13      -   0.99980321  x   1.00017839  =   0.99998157
 NP0625
 NP0625|---------------------------------------------------------------------|
 NP0625| PID    Reference Object                     Distance      Geod. Az  |
 NP0625|                                                           dddmmss.s |
 NP0625| CP9987 MILL RM 1                             8.867 METERS 04226     |
 NP0625| CP9988 MILL RM 2                            12.368 METERS 12403     |
 NP0625| CP9986 MILL AZ MK                                         2602904.5 |
 NP0625|---------------------------------------------------------------------|
 NP0625
 NP0625                          SUPERSEDED SURVEY CONTROL
 NP0625
 NP0625  NAD 83(1995)-  42 14 21.22139(N)    102 22 20.50546(W) AD(       ) 1
 NP0625  NAD 83(1986)-  42 14 21.21982(N)    102 22 20.50557(W) AD(       ) 1
 NP0625  NAD 27      -  42 14 21.30500(N)    102 22 18.80100(W) AD(       ) 1
 NP0625
 NP0625.Superseded values are not recommended for survey control.
 NP0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0625.See file dsdata.txt to determine how the superseded data were derived.
 NP0625
 NP0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG1680579681(NAD 83)
 NP0625_MARKER: DS = TRIANGULATION STATION DISK
 NP0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0625
 NP0625  HISTORY     - Date     Condition        Report By
 NP0625  HISTORY     - 1946     MONUMENTED       CGS
 NP0625
 NP0625                          STATION DESCRIPTION
 NP0625
 NP0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0625'THE STATION IS 13.0 MILES, AIR LINE, NORTH-NORTHEAST OF THE
 NP0625'VILLAGE OF LAKESIDE AND IS BELIEVED TO BE NEAR THE SECTION
 NP0625'CORNER OF SECTIONS 7, 8, 17 AND 18, IN T 26 N, R 43 W.  IT IS
 NP0625'ON THE SUMMIT OF THE HIGHEST GRASS-COVERED SAND HILL IN THE
 NP0625'VICINITY.  IT PROJECTS 6 INCHES AND IS STAMPED MILL 1946.
 NP0625'
 NP0625'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT BELOW STATION ELEVATION,
 NP0625'PROJECTS 8 INCHES AND IS STAMPED MILL NO 1 1946.
 NP0625'
 NP0625'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION,
 NP0625'PROJECTS 8 INCHES AND IS STAMPED MILL NO 2 1946.
 NP0625'
 NP0625'AZIMUTH MARK IS ON THE CREST OF A LONG SLOPING RIDGE, 2 FEET
 NP0625'EAST OF A 2 BY 4 WITNESS POST THAT PROJECTS 3.5 FEET.  IT PROJECTS
 NP0625'6 INCHES AND IS STAMPED MILL 1946.
 NP0625'
 NP0625'TO REACH FROM THE VILLAGE OF LAKESIDE, APPROXIMATELY 25 MILES
 NP0625'EAST OF ALLIANCE ON STATE HIGHWAY NO. 2, AT JOES STORE IN THE
 NP0625'NORTH EDGE OF LAKESIDE, CROSS A MAIN STREET AND GO NORTH ON
 NP0625'THE MAIN TRAVELED ROAD FOR 3.9 MILES TO A FORK.  KEEP RIGHT
 NP0625'FORK, LEFT FORK GOES TO BOYDS RANCH, AND CONTINUE 1.5 MILES TO
 NP0625'A FORK.  TAKE LEFT FORK, WEST, AND GO 0.75 MILE TO A CATTLE
 NP0625'GUARD.  CROSS CATTLE GUARD AND FOLLOW MAIN ROAD NORTH FOR 3.4
 NP0625'MILES TO A TWO-STORY RANCH HOUSE AND A TALL WINDCHARGER ON THE
 NP0625'LEFT, CONTINUE NORTH ON MAIN TRACK ROAD FOR 2.6 MILES TO
 NP0625'ANOTHER RANCH HOUSE, ON LEFT, CONTINUE NORTH ON MAIN TRACK ROAD
 NP0625'FOR 2.7 MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND
 NP0625'CONTINUE UP GRADE FOR 0.25 MILE TO A DIM CROSSROAD, JUST
 NP0625'AFTER CROSSING CREST OF RIDGE.  TURN RIGHT ON DIM TRACK ROAD AND
 NP0625'GO SOUTH AND EAST FOR 2.2 MILES TO A CATTLE GUARD, CROSS
 NP0625'CATTLE GUARD AND CONTINUE ON TRACK ROAD FOR 0.55 MILE TO A VERY
 NP0625'DIM TRACK ROAD LEFT.  TURN LEFT ON TRACK ROAD AND GO
 NP0625'NORTHEAST FOR 0.25 MILE TO A WIRE GATE, PASS THROUGH GATE
 NP0625'AND CONTINUE NORTH FOR 0.45 MILE TO A POINT APPROXIMATELY
 NP0625'300 YARDS EAST OF A LONE WINDMILL.  FROM THE WINDMILL THE
 NP0625'STATION IS 60 DEGREES TRUE NORTH, CONTINUE NORTH FOR 0.2 MILE,
 NP0625'TURN RIGHT, EAST, AND FOLLOW GRASSY RIDGE FOR 0.6 MILE TO
 NP0625'THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 NP0625'
 NP0625'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-SOUTHWEST
 NP0625'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE SUMMIT OF A LONG
 NP0625'RIDGE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2135 ***********************************************************************
 MK2135  CBN         -  This is a Cooperative Base Network Control Station.
 MK2135  PACS        -  This is a Primary Airport Control Station.
 MK2135  DESIGNATION -  MILLAPORT
 MK2135  PID         -  MK2135
 MK2135  STATE/COUNTY-  NE/DOUGLAS
 MK2135  USGS QUAD   -  RALSTON (1984)
 MK2135
 MK2135                         *CURRENT SURVEY CONTROL
 MK2135  ___________________________________________________________________
 MK2135* NAD 83(1995)-  41 11 43.83399(N)    096 06 46.90491(W)     ADJUSTED  
 MK2135* NAVD 88     -       319.580  (meters)    1048.49   (feet)  ADJUSTED  
 MK2135  ___________________________________________________________________
 MK2135  X           -    -511,849.166 (meters)                     COMP
 MK2135  Y           -  -4,779,207.374 (meters)                     COMP
 MK2135  Z           -   4,178,978.121 (meters)                     COMP
 MK2135  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 MK2135  ELLIP HEIGHT-         292.51  (meters)          (07/10/01) GPS OBS
 MK2135  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 MK2135  DYNAMIC HT  -         319.446 (meters)    1048.05  (feet)  COMP
 MK2135  MODELED GRAV-     980,194.6   (mgal)                       NAVD 88
 MK2135
 MK2135  HORZ ORDER  -  B
 MK2135  VERT ORDER  -  FIRST     CLASS II
 MK2135  ELLP ORDER  -  FOURTH    CLASS I
 MK2135
 MK2135.This mark is at Millard Airport (MLE)
 MK2135
 MK2135.The horizontal coordinates were established by GPS observations
 MK2135.and adjusted by the National Geodetic Survey in June 1996..
 MK2135
 MK2135.The orthometric height was determined by differential leveling
 MK2135.and adjusted by the National Geodetic Survey in June 1991..
 MK2135
 MK2135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2135
 MK2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2135
 MK2135.The ellipsoidal height was determined by GPS observations
 MK2135.and is referenced to NAD 83.
 MK2135
 MK2135.The geoid height was determined by GEOID03.
 MK2135
 MK2135.The dynamic height is computed by dividing the NAVD 88
 MK2135.geopotential number by the normal gravity value computed on the
 MK2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2135.degrees latitude (g = 980.6199 gals.).
 MK2135
 MK2135.The modeled gravity was interpolated from observed gravity values.
 MK2135
 MK2135;                    North         East     Units Scale Factor Converg.
 MK2135;SPC NE       -   158,562.396   825,846.399   MT  0.99967318   +2 34 33.2
 MK2135;UTM  14      - 4,564,479.780   742,093.552   MT  1.00032138   +1 54 08.5
 MK2135
 MK2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2135!SPC NE       -   0.99995412  x   0.99967318  =   0.99962732
 MK2135!UTM  14      -   0.99995412  x   1.00032138  =   1.00027549
 MK2135
 MK2135:                Primary Azimuth Mark                     Grid Az
 MK2135:SPC NE       -  MLE A                                    126 36 39.6
 MK2135:UTM  14      -  MLE A                                    127 17 04.3
 MK2135
 MK2135|---------------------------------------------------------------------|
 MK2135| PID    Reference Object                     Distance      Geod. Az  |
 MK2135|                                                           dddmmss.s |
 MK2135| AB4166 MLE A                               APPROX. 0.5 KM 1291112.8 |
 MK2135| MK2134 MILLAPORT AZ MK                     482.363 METERS 3093453.7 |
 MK2135|---------------------------------------------------------------------|
 MK2135
 MK2135                          SUPERSEDED SURVEY CONTROL
 MK2135
 MK2135  ELLIP H (06/25/96)  292.57   (m)                       GP(       ) 1 1
 MK2135  NAD 83(1986)-  41 11 43.84279(N)    096 06 46.90751(W) AD(       ) 1
 MK2135  NAVD 88 (06/25/96)  319.58   (m)         1048.5    (f) LEVELING    3  
 MK2135  NGVD 29 (02/23/90)  319.9    (m)         1050.     (f) GPS OBS        
 MK2135
 MK2135.Superseded values are not recommended for survey control.
 MK2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2135.See file dsdata.txt to determine how the superseded data were derived.
 MK2135
 MK2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4209464480(NAD 83)
 MK2135_MARKER: I = METAL ROD
 MK2135_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2135_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MK2135_STAMPING: MILLAPORT 1989
 MK2135_MARK LOGO: NGS   
 MK2135_PROJECTION: FLUSH
 MK2135_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2135+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000
 MK2135_ROD/PIPE-DEPTH: 13.7 meters
 MK2135_SLEEVE-DEPTH  : 0.95 meters
 MK2135
 MK2135  HISTORY     - Date     Condition        Report By
 MK2135  HISTORY     - 1989     MONUMENTED       NGS
 MK2135  HISTORY     - 19890615 GOOD             NGS
 MK2135  HISTORY     - 19950524 GOOD             NGS
 MK2135  HISTORY     - 19970821 GOOD             NGS
 MK2135  HISTORY     - 20000612 GOOD             NEDR
 MK2135
 MK2135                          STATION DESCRIPTION
 MK2135
 MK2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2135'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF MILLARD,
 MK2135'0.55 KM (0.35 MI) NORTH OF THE DOUGLAS-SHARPY COUNTY LINE, AT THE
 MK2135'MILLARD AIRPORT.  OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX 19103,
 MK2135'OMAHA, NE 68119.  AIRPORT MANAGER IS RONALD B. GREAR, TELEPHONE
 MK2135'402-422-6800.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 MK2135'HIGHWAY 80 AND STATE HIGHWAY 50 (EXIT 440), 5 KM (3.10 MI) SOUTHWEST
 MK2135'OF MILLARD, GO NORTHEAST ON HIGHWAY 50 FOR 5.2 KM (3.25 MI) TO A
 MK2135'CROSSROAD IN MILLARD.  TURN RIGHT AND GO EAST ALONG Q STREET FOR 1.12
 MK2135'KM (0.70 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTHEAST FOR 0.48 KM
 MK2135'(0.30 MI) TO A ROAD LEFT.  TURN LEFT AND GO NORTHEAST FOR 0.08 KM
 MK2135'(0.05 MI) TO A GATE LEFT AND A PARKING AREA.  PASS THROUGH THE GATE,
 MK2135'THEN RIGHT FOR 0.08 KM (0.05 MI) TO A TAXIWAY.  TURN RIGHT AND GO
 MK2135'SOUTHEAST ALONG THE TAXIWAY FOR 0.08 KM (0.05 MI) TO AN APRON AND THE
 MK2135'STATION ON THE RIGHT.  THE STATION MARK IS SET IN A LAWN AREA BETWEEN
 MK2135'THE OFFICE AND THE TAXIWAY, 20.5 M (67.3 FT) SOUTHWEST OF THE TAXIWAY
 MK2135'CENTER, 10.5 M (34.4 FT) EAST-NORTHEAST OF A TELEPHONE PEDESTAL, 9.8
 MK2135'M (32.2 FT) NORTH-NORTHEAST OF A CYCLONE FENCE CORNER, AND 8.9 M
 MK2135'(29.2 FT) NORTHWEST OF THE EDGE OF THE APRON.  ACCESS TO THE DATUM
 MK2135'POINT IS THROUGH A 5 INCH LOGO CAP.  DESCRIBED BY R.D.BALL.
 MK2135'DESCRIBED BY R.D.BALL.
 MK2135
 MK2135                          STATION RECOVERY (1989)
 MK2135
 MK2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2135'THE STATION IS LOCATED AT MILLARD AIRPORT NORTHEAST OF THE FBO HANGAR.
 MK2135'IT IS 67.3 FT (20.5 M) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY
 MK2135'PARALLEL TO THE RUNWAY, 32.2 FT (9.8 M) NORTH-NORTHEAST OF THE CORNER
 MK2135'OF A CHAIN LINK FENCE AND 29.2 FT (8.9 M) NORTHWEST OF THE NORTHWEST
 MK2135'EDGE OF THE RAMP.  THE STATION IS A STAINLESS STEEL ROD SET WITHIN A
 MK2135'PVC PIPE WITH A NGS COVER.  THE RIM OF THE COVER IS STAMPED MILLAPORT
 MK2135'1989.  NOTE, 1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT
 MK2135'VERTICAL) STABILITY
 MK2135
 MK2135                          STATION RECOVERY (1995)
 MK2135
 MK2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2135'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTHWEST OF OMAHA
 MK2135'CENTER, 1.25 MI (2.01 KM) SOUTHEAST OF MILLARD AND AT THE MILLARD
 MK2135'AIRPORT IN THE GRASS BETWEEN THE FBO OFFICE AND THE TAXIWAY.
 MK2135'OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX 19103, OMAHA, NE 68119.
 MK2135'AIRPORT MANAGER IS DONALD SMITHEY, PHONE (402) 422-6800.  CONTACT
 MK2135'RALPH HOLTMAN, AIRPORT PLANNING AT PHONE (402) 422-6810 FOR ACCESS TO
 MK2135'THE STATION THROUGH LOCKED GATE.  TO REACH THE STATION FROM THE
 MK2135'JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S. HIGHWAY 50 (EXIT 440), GO
 MK2135'NORTH THEN NORTHEAST ON U.S. HIGHWAY 50 (MILLARD AVENUE) FOR 3.15 MI
 MK2135'(5.07 KM) TO AN INTERSECTION, TURN RIGHT AND GO EAST ON Q STREET FOR
 MK2135'0.65 MI (1.05 KM) TO AN INTERSECTION, TURN RIGHT AND GO SOUTH ON 132ND
 MK2135'STREET FOR 0.5 MI (0.8 KM) TO A ROAD LEFT, TURN LEFT AND GO SOUTHEAST
 MK2135'ON Z STREET FOR 0.3 MI (0.5 KM) TO A ROAD LEFT (LEADING TO A PARKING
 MK2135'LOT), TURN LEFT AND GO NORTHEAST ON AIRPORT ENTRANCE ROAD 0.05 MI
 MK2135'(0.08 KM) TO A GATE LEFT, TURN LEFT, PASS THROUGH GATE THEN TURN RIGHT
 MK2135'AND GO NORTHEAST ON A TAXIWAY FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN
 MK2135'RIGHT AND GO SOUTHEAST ON THE PARALLEL TAXIWAY FOR 0.05 MI (0.08 KM)
 MK2135'TO THE STATION ON THE RIGHT.  THE STATION IS 67.3 FT (20.5 M)
 MK2135'SOUTHWEST OF THE TAXIWAY CENTER, 34.4 FT (10.5 M) EAST-NORTHEAST OF A
 MK2135'TELEPHONE BOX, 32.2 FT (9.8 M) NORTH-NORTHEAST OF A CHAIN LINK FENCE
 MK2135'CORNER AND 29.2 FT (8.9 M) NORTHWEST OF THE NORTHWEST EDGE OF THE
 MK2135'APRON.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 MK2135'PRIMARY AIRPORT CONTROL STATION.
 MK2135
 MK2135                          STATION RECOVERY (1997)
 MK2135
 MK2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MK2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 21AUG1997 (WCW) .  RECOVERED
 MK2135'AS DESCRIBED WITH NOTES.  Z STREET EAST OF 132ND STREET IS MILLARD
 MK2135'AIRPORT PLAZA.  THE MARK IS A PUNCH MARK AT TOP CENTER OF A STAINLESS
 MK2135'STEEL ROD DRIVEN TO REFUSAL AT RECORD LENGTH OF 13.7 M (44.9 FT) IN A
 MK2135'2.5 CM (1 IN) GREASE FILLED NONFLUTED PLASTIC SLEEVE OF RECORD LENGTH
 MK2135'95 CM ENCASED IN A 12.5 CM (5 IN) DIA PVC PIPE WITH NGS LOGO CAP. THE
 MK2135'MARK IS RECESSED 6 CM BELOW THE TOP OF LOGO CAP.  THE LOGO CAP IS
 MK2135'FLUSH WITH THE GROUND.
 MK2135
 MK2135                          STATION RECOVERY (2000)
 MK2135
 MK2135'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2135'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2134 ***********************************************************************
 MK2134  SACS        -  This is a Secondary Airport Control Station.
 MK2134  DESIGNATION -  MILLAPORT AZ MK
 MK2134  PID         -  MK2134
 MK2134  STATE/COUNTY-  NE/DOUGLAS
 MK2134  USGS QUAD   -  RALSTON (1984)
 MK2134
 MK2134                         *CURRENT SURVEY CONTROL
 MK2134  ___________________________________________________________________
 MK2134* NAD 83(1995)-  41 11 53.79661(N)    096 07 02.86003(W)     ADJUSTED  
 MK2134* NAVD 88     -       320.355  (meters)    1051.03   (feet)  ADJUSTED  
 MK2134  ___________________________________________________________________
 MK2134  X           -    -512,197.337 (meters)                     COMP
 MK2134  Y           -  -4,778,967.065 (meters)                     COMP
 MK2134  Z           -   4,179,209.904 (meters)                     COMP
 MK2134  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 MK2134  ELLIP HEIGHT-         293.29  (meters)          (12/12/01) GPS OBS
 MK2134  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 MK2134  DYNAMIC HT  -         320.220 (meters)    1050.59  (feet)  COMP
 MK2134  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 MK2134
 MK2134  HORZ ORDER  -  FIRST
 MK2134  VERT ORDER  -  FIRST     CLASS II
 MK2134  ELLP ORDER  -  FOURTH    CLASS I
 MK2134
 MK2134.This mark is at Millard Airport (MLE)
 MK2134
 MK2134.The horizontal coordinates were established by GPS observations
 MK2134.and adjusted by the National Geodetic Survey in September 1997..
 MK2134
 MK2134.The orthometric height was determined by differential leveling
 MK2134.and adjusted by the National Geodetic Survey in June 1991..
 MK2134
 MK2134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2134
 MK2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2134
 MK2134.The ellipsoidal height was determined by GPS observations
 MK2134.and is referenced to NAD 83.
 MK2134
 MK2134.The geoid height was determined by GEOID03.
 MK2134
 MK2134.The dynamic height is computed by dividing the NAVD 88
 MK2134.geopotential number by the normal gravity value computed on the
 MK2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2134.degrees latitude (g = 980.6199 gals.).
 MK2134
 MK2134.The modeled gravity was interpolated from observed gravity values.
 MK2134
 MK2134;                    North         East     Units Scale Factor Converg.
 MK2134;SPC NE       -   158,852.632   825,461.322   MT  0.99967292   +2 34 22.6
 MK2134;UTM  14      - 4,564,774.714   741,711.666   MT  1.00031910   +1 53 58.4
 MK2134
 MK2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2134!SPC NE       -   0.99995400  x   0.99967292  =   0.99962693
 MK2134!UTM  14      -   0.99995400  x   1.00031910  =   1.00027308
 MK2134
 MK2134:                Primary Azimuth Mark                     Grid Az
 MK2134:SPC NE       -  MILLAPORT                                127 00 20.6
 MK2134:UTM  14      -  MILLAPORT                                127 40 44.8
 MK2134
 MK2134|---------------------------------------------------------------------|
 MK2134| PID    Reference Object                     Distance      Geod. Az  |
 MK2134|                                                           dddmmss.s |
 MK2134| MK2135 MILLAPORT                           482.363 METERS 1293443.2 |
 MK2134|---------------------------------------------------------------------|
 MK2134
 MK2134                          SUPERSEDED SURVEY CONTROL
 MK2134
 MK2134  ELLIP H (09/23/97)  293.34   (m)                       GP(       ) 4 1
 MK2134  NAD 83(1995)-  41 11 53.79656(N)    096 07 02.85950(W) AD(       ) 3
 MK2134  ELLIP H (08/18/97)  293.34   (m)                       GP(       ) 4 1
 MK2134  NAD 83(1986)-  41 11 53.80533(N)    096 07 02.86216(W) AD(       ) 3
 MK2134  NGVD 29 (02/23/90)  320.7    (m)         1052.     (f) GPS OBS        
 MK2134
 MK2134.Superseded values are not recommended for survey control.
 MK2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2134.See file dsdata.txt to determine how the superseded data were derived.
 MK2134
 MK2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4171264775(NAD 83)
 MK2134_MARKER: I = METAL ROD
 MK2134_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MK2134_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MK2134_STAMPING: MILLAPORT AZ MK 1989
 MK2134_MARK LOGO: NGS   
 MK2134_PROJECTION: FLUSH
 MK2134_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MK2134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2134+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1997
 MK2134_ROD/PIPE-DEPTH: 13.7 meters
 MK2134_SLEEVE-DEPTH  : 1.00 meters
 MK2134
 MK2134  HISTORY     - Date     Condition        Report By
 MK2134  HISTORY     - 1989     MONUMENTED       NGS
 MK2134  HISTORY     - 19890615 GOOD             NGS
 MK2134  HISTORY     - 19950524 GOOD             NGS
 MK2134  HISTORY     - 19970821 GOOD             NGS
 MK2134
 MK2134                          STATION DESCRIPTION
 MK2134
 MK2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2134'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF MILLARD,
 MK2134'0.55 KM (0.35 MI) NORTH OF THE DOUGLAS-SHARPY COUNTY LINE, AT THE
 MK2134'MILLARD AIRPORT.  OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX 19103,
 MK2134'OMAHA, NE 68119.  AIRPORT MANAGER IS RONALD B. GREAR, TELEPHONE
 MK2134'402-422-6800.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 MK2134'HIGHWAY 80 AND STATE HIGHWAY 50 (EXIT 440), 5 KM (3.10 MI) SOUTH WEST
 MK2134'OF MILLARD, GO NORTHEAST ON HIGHWAY 50 FOR 5.2 KM (3.25 MI) TO A
 MK2134'CROSSROAD IN MILLARD.  TURN RIGHT AND GO EAST ALONG Q STREET FOR 1.12
 MK2134'KM (0.70 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTHEAST FOR 0.48 KM
 MK2134'(0.30 MI) TO A ROAD LEFT.  TURN LEFT AND GO NORTHEAST FOR 0.08 KM
 MK2134'(0.05 MI) TO A GATE LEFT AND A PARKING AREA.  PASS THROUGH THE GATE,
 MK2134'THEN TURN LEFT AND GO NORTHWEST ALONG A TAXIWAY FOR 0.4 KM (0.25 MI)
 MK2134'TO A RAMP ON THE LEFT LEADING TO AN APRON AND THE AZIMUTH MARK ON THE
 MK2134'LEFT.  THE STATION MARK IS SET IN THE NORTH CORNER OF A LARGE LAWN,
 MK2134'13.8 M (45.3 FT) SOUTHWEST OF THE TAXIWAY CENTER, 7.5 M (24.6 FT)
 MK2134'SOUTHEAST OF THE EDGE OF THE RAMP, 7.1 M (23.3 FT) SOUTH OF THE
 MK2134'CURVED PAVEMENT EDGE, 4.7 M (15.4 FT) SOUTHWEST OF A TAXIWAY LIGHT,
 MK2134'AND 4.5 M (14.8 FT) SOUTHEAST OF ANOTHER TAXIWAY LIGHT.  ACCESS TO
 MK2134'THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.  DESCRIBED BY R.D.BALL.
 MK2134
 MK2134                          STATION RECOVERY (1989)
 MK2134
 MK2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK2134'THE STATION IS LOCATED AT THE MILLARD AIRPORT SOUTHEAST OF RUNWAY END
 MK2134'12.  IT IS 359.2 FT (109.5 M) SOUTHEAST OF RUNWAY END 12, 45.3
 MK2134'SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY PARALLEL TO THE RUNWAY,
 MK2134'24.6 FT (7.5 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A TAXIWAY AND 23.3
 MK2134'FT (7.1 M) SOUTH OF THE CURVED EDGE OF THE TAXIWAY PAVEMENT.  THE
 MK2134'STATION IS A STAINLESS STEEL ROD SET WITHIN A PVC PIPE WITH A NGS
 MK2134'COVER.  THE RIM OF THE COVER IS STAMPED MILLAPORT AZ MK 1989.  NOTE,
 MK2134'1-METER PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 MK2134
 MK2134                          STATION RECOVERY (1995)
 MK2134
 MK2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MK2134'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTHWEST OF OMAHA
 MK2134'CENTER, 1.25 MI (2.01 KM) SOUTHEAST OF MILLARD AND AT THE MILLARD
 MK2134'AIRPORT.  OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX 19103, OMAHA NE
 MK2134'68119.  AIRPORT MANAGER IS DONALD SMITHEY, PHONE (402) 422-6800.
 MK2134'CONTACT RALPH HOLTMAN, AIRPORT PLANNING AT PHONE (402) 422-6810 FOR
 MK2134'ACCESS TO THE STATION THROUGH LOCKED GATE.  TO REACH THE STATION FROM
 MK2134'THE JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S. HIGHWAY 50 (EXIT 440),
 MK2134'GO NORTH THEN NORTHEAST ON U.S. HIGHWAY 50 (MILLARD AVENUE) FOR 3.15
 MK2134'MI (5.07 KM) TO AN INTERSECTION, TURN RIGHT AND GO EAST ON Q STREET
 MK2134'FOR 0.65 MI (1.05 KM) TO AN INTERSECTION, TURN RIGHT AND GO SOUTH ON
 MK2134'132ND STREET FOR 0.5 MI (0.8 KM) TO A ROAD LEFT, TURN LEFT AND GO
 MK2134'SOUTHEAST ON Z STREET FOR 0.3 MI (0.5 KM) TO A ROAD LEFT (LEADING TO A
 MK2134'PARKING LOT), TURN LEFT AND GO NORTHEAST ON AIRPORT ENTRANCE ROAD FOR
 MK2134'0.05 MI (0.08 KM) TO A GATE LEFT, TURN LEFT, PASS THROUGH GATE THEN
 MK2134'TURN RIGHT AND GO NORTHEAST ON A TAXIWAY FOR 0.05 MI (0.08 KM) TO A
 MK2134'TAXIWAY, TURN LEFT AND GO NORTHWEST ON THE PARALLEL TAXIWAY FOR 0.25
 MK2134'MI (0.40 KM) TO THE STATION ON THE LEFT.  THE STATION IS 45.3 FT (13.8
 MK2134'M) SOUTHWEST OF THE TAXIWAY CENTER, 24.6 FT (7.5 M) SOUTHEAST OF THE
 MK2134'SOUTHEAST EDGE OF THE APRON, 23.3 FT (7.1 M) SOUTH OF THE CURVED
 MK2134'PAVEMENT EDGE, 15.4 FT (4.7 M) SOUTHWEST OF A TAXIWAY LIGHT AND 14.8
 MK2134'FT (4.5 M) SOUTHEAST OF A TAXIWAY LIGHT.  THIS STATION TO BE USED AS
 MK2134'SACS.
 MK2134
 MK2134                          STATION RECOVERY (1997)
 MK2134
 MK2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MK2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 21AUG1997 (WCW) .  RECOVERED
 MK2134'AS DESCRIBED WITH NOTES.  Z STREET EAST OF 132ND STREET IS MILLARD
 MK2134'AIRPORT PLAZA.  THE MARK IS A PUNCH MARK AT TOP CENTER OF A STAINLESS
 MK2134'STEEL ROD DRIVEN TO REFUSAL AT RECORD LENGTH OF 13.7 M (44.9 FT) IN A
 MK2134'2.5 CM (1 IN) GREASE FILLED NONFLUTED PLASTIC SLEEVE OF RECORD LENGTH
 MK2134'100 CM ENCASED IN A 12.5 CM (5 IN) DIA PVC PIPE WITH NGS LOGO CAP. THE
 MK2134'MARK IS RECESSED 7 CM BELOW THE TOP OF LOGO CAP.  THE LOGO CAP IS
 MK2134'FLUSH WITH THE GROUND.  DAMAGE IS NOTED THAT THE CAP OF THE NONFLUTED
 MK2134'PLASTIC SLEEVE IS BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1918 ***********************************************************************
 MK1918  DESIGNATION -  MILLER
 MK1918  PID         -  MK1918
 MK1918  STATE/COUNTY-  NE/POLK
 MK1918  USGS QUAD   -  SWEDEHOME (1962)
 MK1918
 MK1918                         *CURRENT SURVEY CONTROL
 MK1918  ___________________________________________________________________
 MK1918* NAD 83(1995)-  41 11 55.44356(N)    097 41 05.45853(W)     ADJUSTED  
 MK1918* NAVD 88     -       531.     (meters)    1742.     (feet)  SCALED    
 MK1918  ___________________________________________________________________
 MK1918  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 MK1918  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 MK1918
 MK1918  HORZ ORDER  -  THIRD
 MK1918
 MK1918.The horizontal coordinates were established by classical geodetic methods
 MK1918.and adjusted by the National Geodetic Survey in August 1997..
 MK1918
 MK1918.The orthometric height was scaled from a topographic map.
 MK1918
 MK1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1918
 MK1918.The geoid height was determined by GEOID03.
 MK1918
 MK1918;                    North         East     Units Scale Factor Converg.
 MK1918;SPC NE       -   154,193.639   694,112.638   MT  0.99967288   +1 32 03.3
 MK1918;UTM  14      - 4,561,652.537   610,274.574   MT  0.99974966   +0 51 58.8
 MK1918
 MK1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1918!SPC NE       -   0.99992068  x   0.99967288  =   0.99959359
 MK1918!UTM  14      -   0.99992068  x   0.99974966  =   0.99967036
 MK1918
 MK1918|---------------------------------------------------------------------|
 MK1918| PID    Reference Object                     Distance      Geod. Az  |
 MK1918|                                                           dddmmss.s |
 MK1918| CO1816 MILLER RM 1                          11.064 METERS 00023     |
 MK1918| MK1912 OSCEOLA MUNICIPAL STANDPIPE         APPROX.11.8 KM 0993626.6 |
 MK1918| MK1449 T 326                               APPROX. 1.2 KM 1801330.0 |
 MK1918| CO1817 MILLER RM 2                          14.402 METERS 18038     |
 MK1918|---------------------------------------------------------------------|
 MK1918
 MK1918                          SUPERSEDED SURVEY CONTROL
 MK1918
 MK1918  NAD 83(1986)-  41 11 55.45210(N)    097 41 05.46145(W) AD(       ) 3
 MK1918  NAD 27      -  41 11 55.39800(N)    097 41 04.27700(W) AD(       ) 3
 MK1918
 MK1918.Superseded values are not recommended for survey control.
 MK1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1918.See file dsdata.txt to determine how the superseded data were derived.
 MK1918
 MK1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1027561653(NAD 83)
 MK1918_MARKER: DS = TRIANGULATION STATION DISK
 MK1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1918
 MK1918  HISTORY     - Date     Condition        Report By
 MK1918  HISTORY     - 1950     MONUMENTED       CGS
 MK1918  HISTORY     - 1960     GOOD             USGS
 MK1918  HISTORY     - 1969     GOOD             CGS
 MK1918
 MK1918                          STATION DESCRIPTION
 MK1918
 MK1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1918'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF CLARKS, 7-1/2
 MK1918'MILES WEST-NORTHWEST OF OSCEOLA AND ALONG THE WEST SIDE OF A
 MK1918'GRAVELED ROAD.  IT IS 133 FEET SOUTH OF A T-FENCE CORNER, 22 FEET
 MK1918'WEST OF THE CENTERLINE OF THE ROAD AND 2 FEET WEST OF THE
 MK1918'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MK1918'STAMPED MILLER 1950.
 MK1918'
 MK1918'REFERENCE MARK NO. 1 IS 22 FEET WEST OF THE CENTERLINE OF THE
 MK1918'ROAD AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 MK1918'8 INCHES AND THE DISK IS STAMPED MILLER NO 1 1950.
 MK1918'
 MK1918'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE CENTERLINE OF THE
 MK1918'ROAD AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 MK1918'6 INCHES AND THE DISK IS STAMPED MILLER NO 2 1950.
 MK1918'
 MK1918'BENCH MARK T- 326 (AZIMUTH MARK) IS 55 FEET SOUTH OF THE CENTERLINE
 MK1918'OF AN EAST AND WEST ROAD, 31 FEET WEST OF THE CENTERLINE OF A
 MK1918'NORTH AND SOUTH ROAD AND 22 FEET SOUTH-SOUTHWEST OF A BRACED
 MK1918'POWERLINE POLE.  THE MARK IS A STANDARD USC AND GS BENCH MARK
 MK1918'DISK SET IN AN 8 X 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 MK1918'INCHES AND THE DISK IS STAMPED T 326 1950.
 MK1918'
 MK1918'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MILLER
 MK1918'TO T 326.  IT IS 1181.579 METERS OR 3876.56 FEET SOUTH OF THE
 MK1918'STATION.
 MK1918'
 MK1918'TO REACH THE STATION FROM THE POST OFFICE IN OSCEOLA, GO NORTH
 MK1918'0.1 MILE TO U.S. HIGHWAY 81, TURN LEFT ON HIGHWAY 81 2.5 MILES
 MK1918'TO THE JUNCTION OF HIGHWAYS 81 AND 30 A, CONTINUE WEST ON HIGHWAY
 MK1918'30 A 3.0 MILES TO THE JUNCTION OF HIGHWAY 30 A AND STATE HIGHWAY
 MK1918'39, CONTINUE WEST ON HIGHWAY 30 A 1.5 MILES TO A SIDE ROAD RIGHT,
 MK1918'TURN RIGHT (NORTH) ON A GRAVELED ROAD 0.8 MILE TO A SIDE ROAD
 MK1918'LEFT AND THE BENCH MARK T 326 (AZIMUTH MARK) ON THE LEFT.
 MK1918'CONTINUE NORTH 0.8 MILE TO THE TOP OF GRADE AND THE STATION ON
 MK1918'THE LEFT OR WEST SIDE OF THE ROAD.
 MK1918'
 MK1918'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MK1918
 MK1918                          STATION RECOVERY (1960)
 MK1918
 MK1918'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MK1918'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 MK1918'AZIMUTH MARK WAS NOT FOUND AFTER A THOROUGH SEARCH.
 MK1918
 MK1918                          STATION RECOVERY (1969)
 MK1918
 MK1918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MK1918'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 MK1918'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 MK1918'WITNESS POST WERE SET 1 FOOT EAST OF THE STATION MARK AND 1 FOOT
 MK1918'WEST OF BM T 326 (AZIMUTH MARK).
 MK1918'
 MK1918'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MI WNW
 MK1918'OF OSCEOLA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0496 ***********************************************************************
 MN0496  DESIGNATION -  MILLER
 MN0496  PID         -  MN0496
 MN0496  STATE/COUNTY-  NE/CHEYENNE
 MN0496  USGS QUAD   -  DALTON SE (1972)
 MN0496
 MN0496                         *CURRENT SURVEY CONTROL
 MN0496  ___________________________________________________________________
 MN0496* NAD 83(1995)-  41 18 46.68195(N)    102 45 52.75274(W)     ADJUSTED  
 MN0496* NAVD 88     -      1255.75   (+/-2cm)    4119.9    (feet)  VERTCON   
 MN0496  ___________________________________________________________________
 MN0496  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 MN0496  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 MN0496
 MN0496  HORZ ORDER  -  SECOND
 MN0496  VERT ORDER  -  THIRD ? (See Below)
 MN0496
 MN0496.The horizontal coordinates were established by classical geodetic methods
 MN0496.and adjusted by the National Geodetic Survey in August 1997..
 MN0496
 MN0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0496.The vertical order pertains to the NGVD 29 superseded value.
 MN0496
 MN0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0496
 MN0496.The geoid height was determined by GEOID03.
 MN0496
 MN0496;                    North         East     Units Scale Factor Converg.
 MN0496;SPC NE       -   167,976.668   268,616.267   MT  0.99966423   -1 49 55.7
 MN0496;UTM  13      - 4,575,910.602   687,110.180   MT  1.00003088   +1 28 34.1
 MN0496
 MN0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0496!SPC NE       -   0.99980619  x   0.99966423  =   0.99947049
 MN0496!UTM  13      -   0.99980619  x   1.00003088  =   0.99983706
 MN0496
 MN0496|---------------------------------------------------------------------|
 MN0496| PID    Reference Object                     Distance      Geod. Az  |
 MN0496|                                                           dddmmss.s |
 MN0496| CP7766 MILLER RM 1                          17.146 METERS 16154     |
 MN0496| CP7765 MILLER AZ MK                                       1734643.6 |
 MN0496| CP7767 MILLER RM 2                          13.558 METERS 27019     |
 MN0496| MN0498 GURLEY PLATTE PLINE CO RAD MST      APPROX. 9.3 KM 2762907.1 |
 MN0496|---------------------------------------------------------------------|
 MN0496
 MN0496                          SUPERSEDED SURVEY CONTROL
 MN0496
 MN0496  NAD 83(1995)-  41 18 46.68175(N)    102 45 52.75301(W) AD(       ) 2
 MN0496  NAD 83(1986)-  41 18 46.67670(N)    102 45 52.75472(W) AD(       ) 2
 MN0496  NAD 27      -  41 18 46.74010(N)    102 45 51.03900(W) AD(       ) 2
 MN0496  NGVD 29 (07/19/86) 1255.16   (m)         4118.0    (f) LEVELING    3  
 MN0496
 MN0496.Superseded values are not recommended for survey control.
 MN0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0496.See file dsdata.txt to determine how the superseded data were derived.
 MN0496
 MN0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8711075911(NAD 83)
 MN0496_MARKER: DS = TRIANGULATION STATION DISK
 MN0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0496
 MN0496  HISTORY     - Date     Condition        Report By
 MN0496  HISTORY     - 1963     MONUMENTED       CGS
 MN0496
 MN0496                          STATION DESCRIPTION
 MN0496
 MN0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0496'THE STATION IS LOCATED ON A GRASSY KNOLL AND IS THE PROPERTY
 MN0496'OF THE STATE OF NEBRASKA SCHOOL SECTION LEASED TO MR. ALVIN
 MN0496'MILLER WHO IS THE CASE IMPLEMENT DEALER IN SIDNEY, NEBRASKA.
 MN0496'IT IS ABOUT 13 MILES SOUTHEAST OF DALTON, 11-1/2 MILES EAST OF
 MN0496'GURLEY AND 11 MILES NORTH OF SUNOL.
 MN0496'
 MN0496'TO REACH THE STATION FROM POST OFFICE IN GURLEY, GO WEST FOR
 MN0496'0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 385.  TURN RIGHT AND
 MN0496'DRIVE NORTH ON U.S. HIGHWAY 385 FOR 0.15 MILE TO A SIDE ROAD
 MN0496'RIGHT.  TURN RIGHT AND DRIVE EAST ON A GRAVELED ROAD FOR
 MN0496'11.0 MILES TO A CROSSROAD.  TURN RIGHT AND DRIVE SOUTHON A
 MN0496'GRADED ROAD FOR 0.5 MILE TO A WIRE GATE ON THE WEST SIDE OF
 MN0496'THE ROAD.  TURN RIGHT AND PASS THROUGH THE GATE, THENCE DRIVE
 MN0496'SOUTH AND SOUTH-SOUTHWEST FOR 0.3 MILE TO THE TOP OF A GRASSY
 MN0496'KNOLL AND THE STATION ON THE HIGHEST POINT OF THE KNOLL.
 MN0496'
 MN0496'TO REACH THE AZIMUTH MARK FROM THE WIRE GATE 0.3 MILE NORTH-NORTHEAST
 MN0496'OF THE STATION, DRIVE SOUTH ON A DIRT ROAD FOR 0.6 MILE
 MN0496'TO THE AZIMUTH MARK ON THE WEST SIDE OF THE ROAD.
 MN0496'
 MN0496'THE STATION MARK IS A STANDARD DISK, STAMPED MILLER 1963,
 MN0496'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0496'12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0496'IT IS 45 FEET SOUTHWEST OF A SANDY BLOWOUT CUT BANK.
 MN0496'
 MN0496'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MILLER NO 1 1963,
 MN0496'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0496'12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0496'
 MN0496'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MILLER NO 2 1963,
 MN0496'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0496'12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0496'
 MN0496'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MILLER 1963,
 MN0496'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0496'12 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND
 MN0496'SURFACE.  IT IS 32 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 MN0496'DIRT ROAD, 4.7 FEET EAST OF A POWER POLE, 1.4 FEET NORTH
 MN0496'OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 0.7 FOOT
 MN0496'WEST OF THE WEST RIGHT-OF-WAY FENCE ALONG THE NORTH-SOUTH
 MN0496'DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1333 ***********************************************************************
 LH1333  DESIGNATION -  MILLER
 LH1333  PID         -  LH1333
 LH1333  STATE/COUNTY-  NE/BUFFALO
 LH1333  USGS QUAD   -  MILLER NE (1962)
 LH1333
 LH1333                         *CURRENT SURVEY CONTROL
 LH1333  ___________________________________________________________________
 LH1333* NAD 83(1995)-  40 56 13.47786(N)    099 18 42.66802(W)     ADJUSTED  
 LH1333* NAVD 88     -       738.     (meters)    2421.     (feet)  SCALED    
 LH1333  ___________________________________________________________________
 LH1333  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 LH1333  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 LH1333
 LH1333  HORZ ORDER  -  SECOND
 LH1333
 LH1333.The horizontal coordinates were established by classical geodetic methods
 LH1333.and adjusted by the National Geodetic Survey in August 1997..
 LH1333
 LH1333.The orthometric height was scaled from a topographic map.
 LH1333
 LH1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1333
 LH1333.The geoid height was determined by GEOID03.
 LH1333
 LH1333;                    North         East     Units Scale Factor Converg.
 LH1333;SPC NE       -   122,775.771   557,934.905   MT  0.99970753   +0 27 21.7
 LH1333;UTM  14      - 4,531,818.883   473,747.805   MT  0.99960848   -0 12 15.6
 LH1333
 LH1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1333!SPC NE       -   0.99988796  x   0.99970753  =   0.99959553
 LH1333!UTM  14      -   0.99988796  x   0.99960848  =   0.99949649
 LH1333
 LH1333:                Primary Azimuth Mark                     Grid Az
 LH1333:SPC NE       -  PLEASANTON MUNICIPAL STANDPIPE           077 51 33.2
 LH1333:UTM  14      -  PLEASANTON MUNICIPAL STANDPIPE           078 31 10.5
 LH1333
 LH1333|---------------------------------------------------------------------|
 LH1333| PID    Reference Object                     Distance      Geod. Az  |
 LH1333|                                                           dddmmss.s |
 LH1333| LH1297 PLEASANTON MUNICIPAL STANDPIPE      APPROX.19.0 KM 0781854.9 |
 LH1333| LH1332 EVAN LUTH IMMAN KIRCHE SPIRE        APPROX. 4.0 KM 1563802.6 |
 LH1333| CO1818 MILLER AZ MK                                       1794948.7 |
 LH1333| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX.20.7 KM 1821131.4 |
 LH1333| CO1819 MILLER RM 1                          19.855 METERS 21304     |
 LH1333| CO1820 MILLER RM 2                          23.717 METERS 33256     |
 LH1333|---------------------------------------------------------------------|
 LH1333
 LH1333                          SUPERSEDED SURVEY CONTROL
 LH1333
 LH1333  NAD 83(1986)-  40 56 13.48509(N)    099 18 42.67096(W) AD(       ) 2
 LH1333  NAD 27      -  40 56 13.45100(N)    099 18 41.32400(W) AD(       ) 2
 LH1333
 LH1333.Superseded values are not recommended for survey control.
 LH1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1333.See file dsdata.txt to determine how the superseded data were derived.
 LH1333
 LH1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7374831819(NAD 83)
 LH1333_MARKER: DS = TRIANGULATION STATION DISK
 LH1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1333
 LH1333  HISTORY     - Date     Condition        Report By
 LH1333  HISTORY     - 1951     MONUMENTED       CGS
 LH1333
 LH1333                          STATION DESCRIPTION
 LH1333
 LH1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1333'THE STATION IS LOCATED ABOUT 4.5 MILES EAST-NORTHEAST OF MILLER
 LH1333'ON THE ROAD RIGHT-OF-WAY, 15 FEET EAST OF THE CENTER OF A
 LH1333'NORTH-SOUTH ROAD, 6 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 1
 LH1333'FOOT SOUTHWEST OF A WITNESS POST.  IT IS STAMPED MILLER 1951 AND
 LH1333'PROJECTS 2 INCHES.
 LH1333'
 LH1333'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 18 FEET WEST
 LH1333'OF THE CENTER OF A NORTH-SOUTH ROAD AND 1 FOOT EAST OF A
 LH1333'NORTH-SOUTH FENCE LINE.  IT IS STAMPED MILLER NO 1 1951 AND
 LH1333'PROJECTS 3 INCHES.
 LH1333'
 LH1333'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 18 FEET WEST OF
 LH1333'THE CENTER OF A NORTH-SOUTH ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 LH1333'FENCE LINE.  IT IS STAMPED MILLER NO 2 1951 AND PROJECTS 3 INCHES.
 LH1333'
 LH1333'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. 2 IS 123.89 FEET.
 LH1333'
 LH1333'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 18 FEET EAST OF THE
 LH1333'CENTER OF A NORTH-SOUTH ROAD, 2 FEET NORTH OF A WITNESS POST
 LH1333'AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED MILLER
 LH1333'1951 AND PROJECTS 7 INCHES.
 LH1333'
 LH1333'TO REACH THE STATION FROM THE UNION PACIFIC DEPOT IN MILLER, GO
 LH1333'EAST ON STATE HIGHWAY 40 FOR 0.3 MILE TO JUNCTION WITH U.S.
 LH1333'HIGHWAY 183, CONTINUE EAST AND SOUTHEAST ON STATE HIGHWAY 40 FOR
 LH1333'2.3 MILES TO A T ROAD LEFT.  TURN LEFT AND GO EAST ON GRAVELED
 LH1333'ROAD FOR 1.8 MILES TO A CROSSROAD, TURN LEFT AND GO NORTH ON DIRT
 LH1333'ROAD FOR 1.1 MILES TO AZIMUTH MARK ON RIGHT AS DESCRIBED,
 LH1333'CONTINUE NORTH ON DIRT ROAD FOR 0.3 MILE TO STATION ON RIGHT AS
 LH1333'DESCRIBED.
 LH1333'
 LH1333'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4095 ***********************************************************************
 AB4095  CBN         -  This is a Cooperative Base Network Control Station.
 AB4095  DESIGNATION -  MILLER
 AB4095  PID         -  AB4095
 AB4095  STATE/COUNTY-  NE/SARPY
 AB4095  USGS QUAD   -  PLATTSMOUTH (1994)
 AB4095
 AB4095                         *CURRENT SURVEY CONTROL
 AB4095  ___________________________________________________________________
 AB4095* NAD 83(1995)-  41 07 16.34537(N)    095 58 51.92335(W)     ADJUSTED  
 AB4095* NAVD 88     -       354.5    (meters)    1163.     (feet)  GPS OBS   
 AB4095  ___________________________________________________________________
 AB4095  X           -    -501,411.038 (meters)                     COMP
 AB4095  Y           -  -4,785,801.059 (meters)                     COMP
 AB4095  Z           -   4,172,788.056 (meters)                     COMP
 AB4095  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 AB4095  ELLIP HEIGHT-         327.40  (meters)          (07/10/01) GPS OBS
 AB4095  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AB4095
 AB4095  HORZ ORDER  -  B
 AB4095  ELLP ORDER  -  FOURTH    CLASS I
 AB4095
 AB4095.The horizontal coordinates were established by GPS observations
 AB4095.and adjusted by the National Geodetic Survey in June 1996..
 AB4095
 AB4095.The orthometric height was determined by GPS observations and a
 AB4095.high-resolution geoid model.
 AB4095
 AB4095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4095
 AB4095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4095
 AB4095.The ellipsoidal height was determined by GPS observations
 AB4095.and is referenced to NAD 83.
 AB4095
 AB4095.The geoid height was determined by GEOID03.
 AB4095
 AB4095;                    North         East     Units Scale Factor Converg.
 AB4095;SPC NE       -   150,827.862   837,282.404   MT  0.99968100   +2 39 47.9
 AB4095;UTM  15      - 4,556,496.234   249,730.186   MT  1.00037095   -1 57 41.6
 AB4095;UTM  14      - 4,556,605.683   753,445.324   MT  1.00039064   +1 59 11.2
 AB4095
 AB4095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4095!SPC NE       -   0.99994865  x   0.99968100  =   0.99962966
 AB4095!UTM  15      -   0.99994865  x   1.00037095  =   1.00031958
 AB4095!UTM  14      -   0.99994865  x   1.00039064  =   1.00033927
 AB4095
 AB4095                          SUPERSEDED SURVEY CONTROL
 AB4095
 AB4095  ELLIP H (06/25/96)  327.46   (m)                       GP(       ) 1 1
 AB4095
 AB4095.Superseded values are not recommended for survey control.
 AB4095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4095.See file dsdata.txt to determine how the superseded data were derived.
 AB4095
 AB4095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4973056496(NAD 83)
 AB4095_MARKER: DS = TRIANGULATION STATION DISK
 AB4095_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4095_STAMPING: MILLER 1968
 AB4095_MARK LOGO: NEDR  
 AB4095_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4095+STABILITY: SURFACE MOTION
 AB4095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4095+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2005
 AB4095
 AB4095  HISTORY     - Date     Condition        Report By
 AB4095  HISTORY     - 1968     MONUMENTED       NEDR
 AB4095  HISTORY     - 19950725 GOOD             NGS
 AB4095  HISTORY     - 19970115 GOOD             NGS
 AB4095  HISTORY     - 20000612 GOOD             NEDR
 AB4095  HISTORY     - 20031220 GOOD             ORBITE
 AB4095  HISTORY     - 20050506 GOOD             SKW
 AB4095
 AB4095                          STATION DESCRIPTION
 AB4095
 AB4095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4095'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF LA PLATTE, 3.25
 AB4095'MI (5.23 KM) WEST-SOUTHWEST OF BELLEVUE, 2.75 MI (4.43 KM) WEST OF
 AB4095'OFFUT AIR FORCE BASE, ON COUNTY ROAD RIGHT-OF-WAY AND NEAR THE CENTER
 AB4095'OF THE SW1/4, SEC5, T13N, R13E.  TO REACH THE MARK FROM THE
 AB4095'INTERSECTION OF CAPEHART ROAD AND U.S. HIGHWAY 75, AND THE HIGHWAY 75
 AB4095'EXIT FOR OFFUT AIR FORCE BASE, GO WEST ON CAPEHART ROAD FOR 1.70 MI
 AB4095'(2.74 KM) TO THE END OF PAVEMENT AT 36TH STREET.  CONTINUE WEST ON A
 AB4095'GRAVELED SURFACE FOR 0.75 MI (1.21 KM) TO A CURVE LEFT AND SOUTH.
 AB4095'CONTINUE SOUTH FOR 0.05 MI (0.08 KM) TO THE MARK ON THE RIGHT.  THE
 AB4095'DISK, A NEBRASKA DEPARTMENT OF ROADS TRIANGULATION STATION MARK, IS
 AB4095'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED ABOUT
 AB4095'0.2 FT (6.1 CM) BELOW THE GROUND SURFACE.  IT IS 209.0 FT (63.7 M)
 AB4095'SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD LEADING EAST, 23.5 FT
 AB4095'(7.2 M) WEST OF THE EXTENDED CENTERLINE OF THE ROAD LEADING SOUTH,
 AB4095'22.0 FT (6.7 M) SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE, 19.2 FT
 AB4095'(5.9 M) SOUTHEAST OF THE SOUTH GATE POST OF A METAL GATE, 1.7 FT (0.5
 AB4095'M) NORTHEAST OF THE SOUTHEAST END OF A STUB CHAIN LINK FENCE, 1.6 FT
 AB4095'(0.5 M) NORTH OF A METAL WITNESS POST, 1.4 FT (0.4 M) EAST OF A
 AB4095'FIBERGLASS WITNESS POST AND ABOUT 2.5 FT (0.8 M) HIGHER THAN THE ROAD.
 AB4095'REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE MARK.
 AB4095
 AB4095                          STATION RECOVERY (1997)
 AB4095
 AB4095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 AB4095'RECOVERED AS DESCRIBED.
 AB4095
 AB4095                          STATION RECOVERY (2000)
 AB4095
 AB4095'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4095'RECOVERED AS DESCRIBED.
 AB4095
 AB4095                          STATION RECOVERY (2003)
 AB4095
 AB4095'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 AB4095'RECOVERED IN GOOD CONDITION.
 AB4095
 AB4095                          STATION RECOVERY (2005)
 AB4095
 AB4095'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 AB4095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0789 ***********************************************************************
 LG0789  DESIGNATION -  MILLIGAN MUNICIPAL TANK
 LG0789  PID         -  LG0789
 LG0789  STATE/COUNTY-  NE/FILLMORE
 LG0789  USGS QUAD   -  FRIEND SW (1969)
 LG0789
 LG0789                         *CURRENT SURVEY CONTROL
 LG0789  ___________________________________________________________________
 LG0789* NAD 83(1995)-  40 30 00.82688(N)    097 23 24.99568(W)     ADJUSTED  
 LG0789* NAVD 88     -                                                        
 LG0789  ___________________________________________________________________
 LG0789  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 LG0789  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 LG0789
 LG0789  HORZ ORDER  -  THIRD
 LG0789
 LG0789.The horizontal coordinates were established by classical geodetic methods
 LG0789.and adjusted by the National Geodetic Survey in August 1997..
 LG0789
 LG0789
 LG0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0789
 LG0789.The geoid height was determined by GEOID03.
 LG0789
 LG0789;                    North         East     Units Scale Factor Converg.
 LG0789;SPC NE       -    77,383.706   721,144.317   MT  0.99981122   +1 43 46.0
 LG0789;UTM  14      - 4,484,524.808   636,400.454   MT  0.99982902   +1 02 44.2
 LG0789
 LG0789                          SUPERSEDED SURVEY CONTROL
 LG0789
 LG0789  NAD 83(1986)-  40 30 00.83406(N)    097 23 24.99637(W) AD(       ) 4
 LG0789  NAD 27      -  40 30 00.81800(N)    097 23 23.82100(W) AD(       ) 3
 LG0789
 LG0789.Superseded values are not recommended for survey control.
 LG0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0789.See file dsdata.txt to determine how the superseded data were derived.
 LG0789
 LG0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3640084525(NAD 83)
 LG0789_MARKER: 53 = ELEVATED TANK
 LG0789
 LG0789  HISTORY     - Date     Condition        Report By
 LG0789  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0789  HISTORY     - 20040531 GOOD             USPSQD
 LG0789
 LG0789                          STATION DESCRIPTION
 LG0789
 LG0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0789'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF THE BUSINESS
 LG0789'DISTRICT IN THE SMALL TOWN OF MILLIGAN.  IT IS APPROXIMATELY 125
 LG0789'FEET HIGH, HAS 4 LEGS AND IS PAINTED WHITE.
 LG0789'
 LG0789'TO REACH THE STATION FROM THE POST OFFICE IN MILLIGAN, GO NORTH
 LG0789'FOR 0.05 MILE TO A CROSS STREETS.  TURN LEFT (WEST) FOR 0.05 MILE
 LG0789'TO STATION.
 LG0789'
 LG0789'THE POINT INTERSECTED WAS THE BALL ON TOP.
 LG0789
 LG0789                          STATION RECOVERY (2004)
 LG0789
 LG0789'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0789'STATION FOUND GOOD. TANK IS SOUTH OF 6TH STREET, EAST OF 'L' STREET,
 LG0789'AND IN THE SOUTHEAST CORNER OF THE INTERSECTION OF 6TH AND 'L'
 LG0789'STREETS. THE CROSS STREET REFERENCED IN THE 1950 DESCRIPTION IS 6TH
 LG0789'STREET. THE CONICAL-SHAPED TANK HAS SILVER LEGS WITH AN AQUA TANK BOWL
 LG0789'AND AQUA TANK TOP AND BLACK LETTERS MILLIGAN ON THE TANK BOWL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0662 ***********************************************************************
 NN0662  DESIGNATION -  MILLS
 NN0662  PID         -  NN0662
 NN0662  STATE/COUNTY-  NE/HOLT
 NN0662  USGS QUAD   -  O'NEILL SW (1986)
 NN0662
 NN0662                         *CURRENT SURVEY CONTROL
 NN0662  ___________________________________________________________________
 NN0662* NAD 83(1995)-  42 19 09.43953(N)    098 39 01.10034(W)     ADJUSTED  
 NN0662* NAVD 88     -       631.     (meters)    2070.     (feet)  SCALED    
 NN0662  ___________________________________________________________________
 NN0662  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 NN0662  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 NN0662
 NN0662  HORZ ORDER  -  SECOND
 NN0662
 NN0662.The horizontal coordinates were established by classical geodetic methods
 NN0662.and adjusted by the National Geodetic Survey in August 1997..
 NN0662
 NN0662.The orthometric height was scaled from a topographic map.
 NN0662
 NN0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0662
 NN0662.The geoid height was determined by GEOID03.
 NN0662
 NN0662;                    North         East     Units Scale Factor Converg.
 NN0662;SPC NE       -   276,881.904   611,231.167   MT  0.99975939   +0 53 40.0
 NN0662;UTM  14      - 4,685,286.684   528,815.644   MT  0.99961022   +0 14 07.6
 NN0662
 NN0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0662!SPC NE       -   0.99990480  x   0.99975939  =   0.99966421
 NN0662!UTM  14      -   0.99990480  x   0.99961022  =   0.99951505
 NN0662
 NN0662|---------------------------------------------------------------------|
 NN0662| PID    Reference Object                     Distance      Geod. Az  |
 NN0662|                                                           dddmmss.s |
 NN0662| CO3276 MILLS RM 1                           24.152 METERS 14552     |
 NN0662| NN0229 B 123                                              1904548.8 |
 NN0662| NN0663 MILLS 2                              29.957 METERS 19046     |
 NN0662| CO3277 MILLS RM 2                           29.221 METERS 25029     |
 NN0662|---------------------------------------------------------------------|
 NN0662
 NN0662                          SUPERSEDED SURVEY CONTROL
 NN0662
 NN0662  NAD 83(1986)-  42 19 09.44429(N)    098 39 01.10684(W) AD(       ) 2
 NN0662  NAD 27      -  42 19 09.42900(N)    098 38 59.79600(W) AD(       ) 2
 NN0662
 NN0662.Superseded values are not recommended for survey control.
 NN0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0662.See file dsdata.txt to determine how the superseded data were derived.
 NN0662
 NN0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2881685287(NAD 83)
 NN0662_MARKER: DS = TRIANGULATION STATION DISK
 NN0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0662
 NN0662  HISTORY     - Date     Condition        Report By
 NN0662  HISTORY     - 1949     MONUMENTED       CGS
 NN0662  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NN0662
 NN0662                          STATION DESCRIPTION
 NN0662
 NN0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0662'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND HILL
 NN0662'ABOUT 9.25 MILES SOUTH OF ONEILL, 8.0 MILES NORTH AND 5.0 MILES
 NN0662'EAST OF CHAMBERS, 0.1 MILE EAST OF U.S. HIGHWAY NO. 281, 0.1
 NN0662'MILE SOUTH OF A SECTION-LINE FENCE, AND 4.5 FEET SOUTHWEST
 NN0662'OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED, MILLS
 NN0662'1949.
 NN0662'
 NN0662'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL
 NN0662'AND IS ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NN0662'PROJECTS 2 INCHES AND IS STAMPED, MILLS NO 1 1949.
 NN0662'
 NN0662'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL
 NN0662'AND IS ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION.
 NN0662'IT PROJECTS 3 INCHES AND IS STAMPED, MILLS NO 2 1949.
 NN0662'
 NN0662'AZIMUTH MARK IS A U.S.C. AND G.S. BENCH MARK DISK SET IN THE
 NN0662'TOP OF A SIX INCH SQUARE CONCRETE POST THAT PROJECTS 2.0 FEET.
 NN0662'IT IS 48 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 281, 14
 NN0662'FEET WEST OF A RIGHT-OF-WAY FENCE, AND 14 FEET WEST OF A WITNESS
 NN0662'POST.  IT IS STAMPED, B 123 1935.
 NN0662'
 NN0662'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO.
 NN0662'20, NO. 275, AND NO. 281 IN THE CENTER OF THE BUSINESS DISTRICT
 NN0662'OF ONEILL, GO SOUTH ON U.S. HIGHWAY NO. 281 FOR 5.65 MILES
 NN0662'TO A CROSSROAD AND A SIGN ON THE LEFT INMAN, CONTINUE SOUTH ON
 NN0662'U.S. HIGHWAY NO. 281 FOR 4.05 MILES TO A SAND ROAD LEFT, (THE
 NN0662'STATION IS ABOUT 0.15 MILES SOUTHEAST OF THIS INTERSECTION).
 NN0662'TO DRIVE TO STATION CONTINUE SOUTH ON HIGHWAY FOR 0.55 MILE TO
 NN0662'BENCH MARK B 123 ON THE RIGHT, CONTINUE SOUTH ON HIGHWAY FOR
 NN0662'0.4 MILE TO A WIRE GATE ON THE LEFT (ABOUT 0.05 MILE BEFORE
 NN0662'REACHING A SAND ROAD LEADING EAST), TURN LEFT THROUGH GATE
 NN0662'AND THEN TURN LEFT AND GO NORTHERLY ALONG EAST SIDE OF FENCE
 NN0662'FOR ABOUT 0.9 MILE TO PROMINENT SAND HILL AND STATION.
 NN0662'
 NN0662'AN 87 FOOT SIGNAL AT ONEILL IS VISIBLE AT 20 FEET.
 NN0662'
 NN0662'A 74 FOOT SIGNAL AT PAGE S W BASE 1900 1906 IS VISIBLE AT
 NN0662'15 FEET.
 NN0662'
 NN0662'A 74 FOOT SIGNAL AT STAFFORD IS VISIBLE AT 4 FEET.
 NN0662'
 NN0662'A 47 FOOT SIGNAL AT SCHAFFER AND MC CLURE 1900 ARE VISIBLE
 NN0662'AT 4 FEET.
 NN0662'
 NN0662'A 4 FOOT SIGNAL AT SAND IS VISIBLE AT 4 FEET.
 NN0662'
 NN0662'AN 87 FOOT SIGNAL AT CHAMBERS IS VISIBLE AT 4 FEET.
 NN0662'
 NN0662'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0662
 NN0662                          STATION RECOVERY (1964)
 NN0662
 NN0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0662'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NN0662'FOUND IN GOOD CONDITION, EXCEPT THE SURFACE AND UNDERGROUND
 NN0662'STATION MARKS WHICH WERE DISPLACEDAND FOUND IN THE BOTTOM OF A
 NN0662'SAND BLOW.  THE DISKS WERE REMOVED FROM THE BLOCKS OF CONCRETE.
 NN0662'THIS STATION WAS TEMPORARILY RE-ESTABLISHED BY MEASURING BACK
 NN0662'FROM THE REFERENCE MARKS AND CHECKING THE OLD ANGLES.  A NEW
 NN0662'STATION, MILLS 2, WAS ESTABLISHED ON LINE TOWARD THE AZIMUTH
 NN0662'MARK AND REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.
 NN0662'THE SAND HILL WHERE THE STATION WAS LOCATED WILL BE REMOVED
 NN0662'WHEN U.S. HIGHWAY 281 IS REBUILT THIS YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0737 ***********************************************************************
 NN0737  DESIGNATION -  MILLS
 NN0737  PID         -  NN0737
 NN0737  STATE/COUNTY-  NE/KEYA PAHA
 NN0737  USGS QUAD   -  MILLS (1964)
 NN0737
 NN0737                         *CURRENT SURVEY CONTROL
 NN0737  ___________________________________________________________________
 NN0737* NAD 83(1995)-  42 59 26.81883(N)    099 25 58.96582(W)     ADJUSTED  
 NN0737* NAVD 88     -       636.     (meters)    2087.     (feet)  SCALED    
 NN0737  ___________________________________________________________________
 NN0737  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 NN0737  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 NN0737
 NN0737  HORZ ORDER  -  FIRST
 NN0737
 NN0737.The horizontal coordinates were established by classical geodetic methods
 NN0737.and adjusted by the National Geodetic Survey in August 1997..
 NN0737
 NN0737.The orthometric height was scaled from a topographic map.
 NN0737
 NN0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0737
 NN0737.The geoid height was determined by GEOID03.
 NN0737
 NN0737;                    North         East     Units Scale Factor Converg.
 NN0737;SPC NE       -   350,748.901   546,236.356   MT  0.99999578   +0 22 32.6
 NN0737;SPC SD S     -    73,435.145   673,417.366   MT  0.99996644   +0 37 15.8
 NN0737;SPC SD S     -   240,928.47  2,209,370.14   sFT  0.99996644   +0 37 15.8
 NN0737;UTM  14      - 4,759,882.235   464,697.830   MT  0.99961533   -0 17 43.0
 NN0737
 NN0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0737!SPC NE       -   0.99990413  x   0.99999578  =   0.99989991
 NN0737!SPC SD S     -   0.99990413  x   0.99996644  =   0.99987057
 NN0737!UTM  14      -   0.99990413  x   0.99961533  =   0.99951949
 NN0737
 NN0737:                Primary Azimuth Mark                     Grid Az
 NN0737:SPC NE       -  BURKE MUNICIPAL TANK                     028 04 26.6
 NN0737:SPC SD S     -  BURKE MUNICIPAL TANK                     027 49 43.4
 NN0737:UTM  14      -  BURKE MUNICIPAL TANK                     028 44 42.2
 NN0737
 NN0737|---------------------------------------------------------------------|
 NN0737| PID    Reference Object                     Distance      Geod. Az  |
 NN0737|                                                           dddmmss.s |
 NN0737| OR0895 BURKE MUNICIPAL TANK                APPROX.23.9 KM 0282659.2 |
 NN0737| OR0896 BURKE CATHOLIC CHURCH SPIRE         APPROX.24.2 KM 0285829.0 |
 NN0737| CO3274 MILLS RM 1                           28.863 METERS 05510     |
 NN0737| OR0894 HERRICK MUNICIPAL TANK              APPROX.24.2 KM 0553619.1 |
 NN0737| NN0734 JAMISON SPIRE                       APPROX.10.4 KM 0865724.1 |
 NN0737| CO3275 MILLS RM 2                           23.603 METERS 19104     |
 NN0737| OR0898 SPIRE C                             APPROX. 8.4 KM 3355159.5 |
 NN0737| CO3273 MILLS AZ MK                                        3592003.7 |
 NN0737|---------------------------------------------------------------------|
 NN0737
 NN0737                          SUPERSEDED SURVEY CONTROL
 NN0737
 NN0737  NAD 83(1986)-  42 59 26.82580(N)    099 25 58.97399(W) AD(       ) 1
 NN0737  NAD 27      -  42 59 26.82200(N)    099 25 57.58700(W) AD(       ) 1
 NN0737
 NN0737.Superseded values are not recommended for survey control.
 NN0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0737.See file dsdata.txt to determine how the superseded data were derived.
 NN0737
 NN0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6469859882(NAD 83)
 NN0737_MARKER: DS = TRIANGULATION STATION DISK
 NN0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0737_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NN0737
 NN0737  HISTORY     - Date     Condition        Report By
 NN0737  HISTORY     - 1934     MONUMENTED       CGS
 NN0737  HISTORY     - 1940     GOOD             CGS
 NN0737  HISTORY     - 1949     GOOD             CGS
 NN0737
 NN0737                          STATION DESCRIPTION
 NN0737
 NN0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0737'STATION IS LOCATED ON A HIGH, PROMINENT BUTTE IN MILLS TOWNSHIP,
 NN0737'1/3 MILE NORTH AND 0.1 MILE WEST OF THE SOUTHEAST CORNER OF SEC.
 NN0737'21, T. 35 N., R. 18 W., 3.5 MILES NORTH OF THE SETTLEMENT OF
 NN0737'MILLS, AND 0.5 MILE SOUTH OF THE SOUTH DAKOTA STATE LINE.
 NN0737'
 NN0737'TO REACH FROM THE SOUTHWEST SIDE OF THE TOWN OF GREGORY WHERE
 NN0737'U.S. HIGHWAY 18 TURNS SOUTH AND WEST AROUND A PHILLIPS GAS
 NN0737'STATION IN SOUTHWEST ANGLE, GO SOUTH ON U.S. 18 FOR 2 MILES AND
 NN0737'CONTINUE STRAIGHT SOUTH, WHERE U.S. 18 TURNS EAST, FOR 14.3 MILES
 NN0737'OR 4.85 MILES AFTER PASSING WHITE SCHOOLHOUSE ON THE RIGHT TO
 NN0737'BUTTE ON EAST SIDE OF ROAD.  MARK IS SET IN CENTER OF SUMMIT OF
 NN0737'BUTTE WHICH HAS A FLAT SURFACE OF ABOUT 20- BY 20-FEET.  A
 NN0737'TRUCK CANNOT BE DRIVEN TO SUMMIT.
 NN0737'
 NN0737'REFERENCE MARK 1 IS SET 10 FEET WEST OF EAST EDGE OF FIRST FLAT
 NN0737'BELOW SUMMIT OF BUTTE ON ITS NORTH SIDE.
 NN0737'
 NN0737'REFERENCE MARK 2 IS SET IN OUTCROPPING BEDROCK AT WEST EDGE OF
 NN0737'SPINE OF BUTTE RUNNING SOUTH.  FIRST FLAT BELOW SUMMIT OF BUTTE
 NN0737'ON ITS SOUTH SIDE.
 NN0737'
 NN0737'AZIMUTH MARK IS NORTH BY WEST OF STATION, 0.4 MILE ALONG ROAD
 NN0737'LEADING TO STATION, IN FENCE CORNER 40 FEET EAST-NORTHEAST OF
 NN0737'CENTER LINE OF ROAD.
 NN0737'
 NN0737'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NN0737
 NN0737                          STATION RECOVERY (1940)
 NN0737
 NN0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0737'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE MARKS
 NN0737'ARE IN EXCELLENT CONDITION.  THE DESCRIPTION IS CORRECT AND
 NN0737'ADEQUATE.  THIS STATION WAS USED AS A CHECK POINT ONLY AND WAS
 NN0737'NOT OCCUPIED BY THIS PARTY.
 NN0737
 NN0737                          STATION RECOVERY (1949)
 NN0737
 NN0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0737'THE STATION, REFERENCE MARK NO 1,
 NN0737'REFERENCE MARK NO 2, AND AZIMUTH MARK, RECOVERED
 NN0737'AS DESCRIBED AND FOUND IN GOOD CONDITION.
 NN0737'
 NN0737'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0737'
 NN0737'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF THE SMALL
 NN0737'SETTLEMENT OF MILLS AND 0.5 MILE SOUTH OF THE SOUTH DAKOTA-NEBRASKA
 NN0737'STATE LINE, ON THE HIGH POINT OF A PROMINENT ROUND TOPPED HILL
 NN0737'IN A PASTURE AND ABOUT 0.1 MILE EAST OF NORTH-SOUTH GRADED DIRT
 NN0737'ROAD.  IT IS STAMPED MILLS 1934 AND PROJECTS 8 INCHES.
 NN0737'
 NN0737'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 10 FEET WEST OF
 NN0737'THE EAST EDGE OF FIRST FLAT BELOW THE SUMMIT OF THE HILL AND
 NN0737'ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 NN0737'MILLS NO 1 1934 AND PROJECTS 6 INCHES.
 NN0737'
 NN0737'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, SET IN THE
 NN0737'BEDROCK OUTCROP IN THE FLAT SOUTH OF THE SUMMIT OF THE HILL
 NN0737'ABOUT 4 FEET EAST OF THE WEST EDGE OF THE BEDROCK OUTCROP.  IT
 NN0737'IS STAMPED MILLS NO 2 1934 AND SET FLUSH WITH THE ROCK SURFACE.
 NN0737'
 NN0737'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE STATION, 40 FEET
 NN0737'EAST OF THE CENTER OF THE NORTH-SOUTH GRADED ROAD, 1-1/2 FEET EAST
 NN0737'OF NORTH-SOUTH FENCE LINE AND 1-1/2 FEET EAST OF WITNESS POST.
 NN0737'IT IS STAMPED MILLS AZI 1934 AND PROJECTS 2 INCHES.  TO REACH
 NN0737'FROM THE STATION, GO NORTH ON GRADED ROAD FOR 0.3 MILE TO POINT
 NN0737'WHERE TELEPHONE LINE CROSSES ROAD AND MARK ON THE EAST SIDE AS
 NN0737'DESCRIBED.
 NN0737'
 NN0737'TO REACH THE STATION FROM MILLS, GO NORTH ON GRADED ROAD JUST
 NN0737'WEST OF THE GENERAL STORE FOR 1.0 MILE, TURN RIGHT AND CONTINUE
 NN0737'ON MAIN TRAVELED ROAD FOR 0.65 MILE TO FORK, BEAR LEFT ON MAIN
 NN0737'TRAVELED ROAD FOR 2.6 MILES TO STATION ON THE EAST SIDE OF ROAD
 NN0737'AT TOP OF BUTTE AS DESCRIBED.  PACK WILL REQUIRE ABOUT 5 MINUTES.
 NN0737'
 NN0737'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NN0737'
 NN0737'A 4 FOOT SIGNAL AT STATION WILKINS 1934 IS VISIBLE AT 4 FEET.
 NN0737'
 NN0737'A 4 FOOT SIGNAL AT STATION BURTON IS VISIBLE AT 4 FEET.
 NN0737'
 NN0737'A 4 FOOT SIGNAL AT STATION BAMERLIN 1936 IS VISIBLE AT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0663 ***********************************************************************
 NN0663  DESIGNATION -  MILLS 2
 NN0663  PID         -  NN0663
 NN0663  STATE/COUNTY-  NE/HOLT
 NN0663  USGS QUAD   -  O'NEILL SW (1986)
 NN0663
 NN0663                         *CURRENT SURVEY CONTROL
 NN0663  ___________________________________________________________________
 NN0663* NAD 83(1995)-  42 19 08.48572(N)    098 39 01.34469(W)     ADJUSTED  
 NN0663* NAVD 88     -       631.     (meters)    2070.     (feet)  SCALED    
 NN0663  ___________________________________________________________________
 NN0663  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 NN0663  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 NN0663
 NN0663  HORZ ORDER  -  THIRD
 NN0663
 NN0663.The horizontal coordinates were established by classical geodetic methods
 NN0663.and adjusted by the National Geodetic Survey in August 1997..
 NN0663.No horizontal observational check was made to the station.
 NN0663
 NN0663.The orthometric height was scaled from a topographic map.
 NN0663
 NN0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0663
 NN0663.The geoid height was determined by GEOID03.
 NN0663
 NN0663;                    North         East     Units Scale Factor Converg.
 NN0663;SPC NE       -   276,852.397   611,226.033   MT  0.99975933   +0 53 39.8
 NN0663;UTM  14      - 4,685,257.242   528,810.172   MT  0.99961021   +0 14 07.4
 NN0663
 NN0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0663!SPC NE       -   0.99990480  x   0.99975933  =   0.99966415
 NN0663!UTM  14      -   0.99990480  x   0.99961021  =   0.99951504
 NN0663
 NN0663|---------------------------------------------------------------------|
 NN0663| PID    Reference Object                     Distance      Geod. Az  |
 NN0663|                                                           dddmmss.s |
 NN0663| NN0662 MILLS                                29.957 METERS 01046     |
 NN0663| CO3278 MILLS 2 RM 3                         10.372 METERS 03553     |
 NN0663| NN0229 B 123                                              1904550.7 |
 NN0663| NN0230 B 123 RESET                                        1914337.5 |
 NN0663| CO3279 MILLS 2 RM 4                         33.519 METERS 20157     |
 NN0663|---------------------------------------------------------------------|
 NN0663
 NN0663                          SUPERSEDED SURVEY CONTROL
 NN0663
 NN0663  NAD 83(1986)-  42 19 08.49049(N)    098 39 01.35118(W) AD(       ) 3
 NN0663  NAD 27      -  42 19 08.47519(N)    098 39 00.04033(W) AD(       ) 3
 NN0663
 NN0663.Superseded values are not recommended for survey control.
 NN0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0663.See file dsdata.txt to determine how the superseded data were derived.
 NN0663
 NN0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2881085257(NAD 83)
 NN0663_MARKER: DS = TRIANGULATION STATION DISK
 NN0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0663_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NN0663
 NN0663  HISTORY     - Date     Condition        Report By
 NN0663  HISTORY     - 1964     MONUMENTED       CGS
 NN0663
 NN0663                          STATION DESCRIPTION
 NN0663
 NN0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0663'STATION IS LOCATED ABOUT 9 MILES SOUTH OF ONEILL AND 8 MILES NORTH
 NN0663'OF THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 95 GOING
 NN0663'WEST TO CHAMBERS ALONG THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY
 NN0663'281, ABOUT 100 YARDS EAST OF THE CENTERLINE OF NEW U.S. HIGHWAY
 NN0663'281, AND 7.1 FEET WEST OF A NEW STEEL WITNESS POST AND THE
 NN0663'EAST RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE GROUND
 NN0663'SURFACE AND THE DISK IS STAMPED MILLS 2 1964.
 NN0663'
 NN0663'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 275,
 NN0663'AND 281 IN THE CENTER OF THE BUSINESS DISTRICT OF ONEILL, GO
 NN0663'SOUTH ON U.S. HIGHWAY 281 FOR 5.5 MILES TO A CROSSROAD AND A SIGN
 NN0663'ON THE LEFT, INMAN.  CONTINUE SOUTH ON U.S. HIGHWAY 281 FOR 4.15
 NN0663'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 NN0663'
 NN0663'REFERENCE MARK NO. 3 IS 34.03 FEET NORTH-NORTHEAST OF THE STATION,
 NN0663'68 FEET SOUTH OF A BREAK OR CHANGE-IN-DIRECTION OF THE EAST
 NN0663'RIGHT-OF-WAY FENCE ALONG THE HIGHWAY, ABOUT 100 YARDS EAST OF THE
 NN0663'NEW U.S. HIGHWAY 281, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY
 NN0663'FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 NN0663'THE DISK IS STAMPED MILLS 2 NO 3 1964.
 NN0663'
 NN0663'REFERENCE MARK NO. 4 IS 109.97 FEET SOUTH-SOUTHWEST OF THE
 NN0663'STATION, ABOUT 100 YARDS EAST OF THE CENTER OF NEW U.S. HIGHWAY
 NN0663'281, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.  THE MARK IS
 NN0663'FLUSH WITH SURFACE OF THE GROUND AND THE DISK IS STAMPED MILLS 2
 NN0663'NO 4 1964.
 NN0663'
 NN0663'BENCH MARK B 123 RESET WHICH IS USED AS THE AZIMUTH MARK FOR
 NN0663'THIS STATION IS 10 MILES SOUTH OF ONEILL AND 7-1/2 MILES NORTH OF
 NN0663'THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 95.  THIS
 NN0663'BENCH MARK IS 0.35 MILE SOUTH OF THE STATION, 185 FEET SOUTH OF
 NN0663'A POWER POLE, ABOUT 95 FEET WEST OF THE CENTERLINE OF NEW U.S.
 NN0663'HIGHWAY 281, 34 FEET OF OLD U.S. HIGHWAY 281, 2 FEET
 NN0663'NORTH-NORTHEAST OF A NEW STEEL WITNESS POST, AND 1 FOOT EAST
 NN0663'OF FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NN0663'B 123 RESET 1964 AND SET IN THE TOP OF A CONCRETE CYLINDER,
 NN0663'12 INCHES IN DIAMETER.
 NN0663'
 NN0663'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 NN0663'HIGHWAY 281 FOR 0.35 MILE TO THE AZIMUTH MARK OR BENCH MARK B
 NN0663'123 RESET 1964.
 NN0663'
 NN0663'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0772 ***********************************************************************
 LG0772  DESIGNATION -  MILLS RESET
 LG0772  PID         -  LG0772
 LG0772  STATE/COUNTY-  NE/SEWARD
 LG0772  USGS QUAD   -  DORCHESTER (1964)
 LG0772
 LG0772                         *CURRENT SURVEY CONTROL
 LG0772  ___________________________________________________________________
 LG0772* NAD 83(1995)-  40 42 53.42617(N)    097 07 15.60278(W)     ADJUSTED  
 LG0772* NAVD 88     -       452.23   (+/-2cm)    1483.7    (feet)  VERTCON   
 LG0772  ___________________________________________________________________
 LG0772  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 LG0772  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 LG0772
 LG0772  HORZ ORDER  -  SECOND
 LG0772  VERT ORDER  -  THIRD ? (See Below)
 LG0772
 LG0772.The horizontal coordinates were established by classical geodetic methods
 LG0772.and adjusted by the National Geodetic Survey in August 1997..
 LG0772
 LG0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0772.The vertical order pertains to the NGVD 29 superseded value.
 LG0772
 LG0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0772
 LG0772.The geoid height was determined by GEOID03.
 LG0772
 LG0772;                    North         East     Units Scale Factor Converg.
 LG0772;SPC NE       -   101,921.311   743,161.074   MT  0.99975313   +1 54 28.5
 LG0772;UTM  14      - 4,508,800.328   658,710.116   MT  0.99991005   +1 13 33.3
 LG0772
 LG0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0772!SPC NE       -   0.99993329  x   0.99975313  =   0.99968644
 LG0772!UTM  14      -   0.99993329  x   0.99991005  =   0.99984335
 LG0772
 LG0772:                Primary Azimuth Mark                     Grid Az
 LG0772:SPC NE       -  MILLS AZ MK 2                            110 00 36.9
 LG0772:UTM  14      -  MILLS AZ MK 2                            110 41 32.1
 LG0772
 LG0772|---------------------------------------------------------------------|
 LG0772| PID    Reference Object                     Distance      Geod. Az  |
 LG0772|                                                           dddmmss.s |
 LG0772| LG0776 MILLS AZ MK 2                       APPROX. 0.6 KM 1115505.4 |
 LG0772| LG0775 DORCHESTER MUNICIPAL TANK           APPROX. 7.6 KM 1754152.4 |
 LG0772| CO1821 MILLS AZ MK                                        1773151.0 |
 LG0772| CO1824 MILLS RM 3                           14.576 METERS 18349     |
 LG0772| CO1822 MILLS RM 1                           17.124 METERS 18633     |
 LG0772| CO1823 MILLS RM 2                           21.619 METERS 27748     |
 LG0772|---------------------------------------------------------------------|
 LG0772
 LG0772                          SUPERSEDED SURVEY CONTROL
 LG0772
 LG0772  NAD 83(1986)-  40 42 53.43441(N)    097 07 15.60287(W) AD(       ) 2
 LG0772  NAD 27      -  40 42 53.41100(N)    097 07 14.46600(W) AD(       ) 2
 LG0772  NGVD 29 (07/19/86)  452.06   (m)         1483.1    (f) LEVELING    3  
 LG0772
 LG0772.Superseded values are not recommended for survey control.
 LG0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0772.See file dsdata.txt to determine how the superseded data were derived.
 LG0772
 LG0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5871008800(NAD 83)
 LG0772_MARKER: DS = TRIANGULATION STATION DISK
 LG0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0772
 LG0772  HISTORY     - Date     Condition        Report By
 LG0772  HISTORY     - 1947     MONUMENTED       CGS
 LG0772  HISTORY     - 1976     GOOD             NGS
 LG0772
 LG0772                          STATION DESCRIPTION
 LG0772
 LG0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0772'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF MILFORD AND
 LG0772'4.75 MILES NORTH OF DORCHESTER ON THE NORTH SIDE OF WEST MILLS
 LG0772'SCHOOL DISTRICT NO 2.  IT IS 52 FEET NORTHEAST OF THE NORTHEAST
 LG0772'CORNER OF THE SCHOOL HOUSE, 10 FEET SOUTH OF EAST-WEST FENCE
 LG0772'LINE AND 32 FEET WEST OF THE CENTER OF THE GATE INTO SCHOOL YARD.
 LG0772'IT IS STAMPED MILLS 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG0772'
 LG0772'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, SET IN THE NORTHEAST
 LG0772'CORNER OF THE SMALL CONCRETE PORCH OF THE SCHOOL HOUSE.  IT IS
 LG0772'STAMPED MILLS NO 1 1947 AND SET FLUSH WITH THE CONCRETE SURFACE.
 LG0772'
 LG0772'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 1 FOOT
 LG0772'SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED MILLS NO 2 1947 AND
 LG0772'SET FLUSH WITH THE GROUND SURFACE.
 LG0772'
 LG0772'THE AZIMUTH MARK IS ABOUT 0.35 MILES SOUTH OF THE STATION, SET IN
 LG0772'THE CONCRETE ABUTMENT OF THE CONCRETE BRIDGE OVER THE LAKE IN THE
 LG0772'NORTHEAST END OF THE BRIDGE.  IT IS 25 FEET EAST OF THE CENTER OF
 LG0772'STATE ROUTE 15 AND U.S. HIGHWAY NO 6.  IT IS STAMPED MILLS 1947
 LG0772'AND SET FLUSH WITH THE CONCRETE SURFACE.  TO REACH FROM THE
 LG0772'STATION, GO SOUTH ON HIGHWAY FOR 0.35 MILE TO THE MARK ON THE
 LG0772'LEFT AS DESCRIBED.
 LG0772'
 LG0772'TO REACH THE STATION FROM THE NEON SIGN MILFORD OVER THE
 LG0772'HIGHWAY ON THE SOUTH SIDE OF MILFORD, GO WEST AND SOUTH ON STATE
 LG0772'ROUTE 15 AND U.S. HIGHWAY 6 FOR 7.2 MILES TO THE WEST MILLS
 LG0772'SCHOOL HOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 LG0772'
 LG0772'A 74 FOOT SIGNAL AT STATION EARNEST 1935 IS VISIBLE AT 37 FEET.
 LG0772'
 LG0772'A 4 FOOT SIGNAL AT STATION WEST IS VISIBLE AT 37 FEET.
 LG0772'
 LG0772'A 74 FOOT SIGNAL AT STATION CLARK 1935 IS VISIBLE AT 37 FEET.
 LG0772'
 LG0772'A 74 FOOT SIGNAL AT STATION DUBA IS VISIBLE AT 37 FEET.
 LG0772'
 LG0772'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0772
 LG0772                          STATION RECOVERY (1976)
 LG0772
 LG0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG0772'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN
 LG0772'GOOD CONDITION.  IT IS BELIEVED THE SURFACE STATION MARK AND
 LG0772'REFERENCE MARK 1 WERE DESTROYED WHEN THE OLD SCHOOL BUILDING WAS
 LG0772'REMOVED AND THE AREA BLADED AND NEW BUILDINGS ERRECTED IN THIS
 LG0772'AREA.  THE AZIMUTH MARK WAS DESTROYED WHEN THE BRIDGE WAS REMOVED
 LG0772'ON HIGHWAY 15.  NEW STATION MARKS, REFERENCE MARK 3 AND AZIMUTH
 LG0772'MARK 2 WERE SET THIS DATE.  A SENIOR CITIZEN IN THE TOWN OF
 LG0772'DORCHESTER, STATED THE TANK LISTED ABOVE IS THE ORIGINAL TANK
 LG0772'WITH THE EXCEPTION THE TANK HAD BEEN REPAINTED.
 LG0772'
 LG0772'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG0772'
 LG0772'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF MILFORD AND
 LG0772'4.75 MILES NORTH OF DORCHESTER, IN THE NORTHEAST CORNER OF YARD
 LG0772'OWNED BY MR. LEO BRETTA, WHO LIVES AT THE STATION SITE IN THE SUMMER
 LG0772'MONTHS AND LIVES IN LINCOLN IN THE WINTER MONTHS.
 LG0772'
 LG0772'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 15 AT
 LG0772'THE NORTHWEST EDGE OF DORCHESTER, GO NORTH ON HIGHWAY 15 FOR
 LG0772'4.0 MILES TO A CROSSROAD.  CONTINUE NORTH ON HIGHWAY 15 FOR 0.15
 LG0772'MILE TO DRIVEWAY AND THE STATION ON THE LEFT.
 LG0772'
 LG0772'THE STATION MARKS ARE STANDARD DISKS STAMPED MILLS 1947 1976.  THE
 LG0772'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LG0772'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 80 FEET
 LG0772'NORTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 28 FEET
 LG0772'EAST-SOUTHEAST OF A 30-INCH TREE, 12 FEET SOUTH-SOUTHWEST OF A
 LG0772'POWER POLE AND 10 FEET SOUTH OF A METAL WITNESS POST IN AN
 LG0772'EAST-WEST FENCELINE.  THE UNDERGROUND DISK IS SET IN AN
 LG0772'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 LG0772'
 LG0772'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MILLS NO 2 1947, SET IN
 LG0772'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LG0772'GROUND SURFACE.  IT IS 47 FEET NORTH-NORTHEAST OF THE NORTHEAST
 LG0772'CORNER OF THE GARAGE, 43.5 FEET WEST OF THE 30-INCH TREE AND 1
 LG0772'FOOT SOUTH OF THE EAST-WEST FENCELINE.
 LG0772'
 LG0772'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG0772'MILLS 1947 NO 3 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG0772'57.5 FEET EAST OF THE SOUTHEAST CORNER OF THE GARAGE, 5.5 FEET WEST
 LG0772'OF A NORTH-SOUTH FENCE AND 1.8 FEET NORTHEAST OF A FLAG POLE.
 LG0772'
 LG0772'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED MILLS 1947 AZ 2 1976, SET
 LG0772'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 LG0772'WITH THE GROUND SURFACE.  IT IS 30 FEET SOUTH OF THE CENTER OF AN
 LG0772'EAST-WEST GRAVELED ROAD, 1.5 FEET EAST OF A METAL WITNESS POST IN
 LG0772'A FENCELINE AND 6 INCHES NORTH OF THE FENCELINE AND ABOUT 0.15
 LG0772'MILE WEST-NORTHWEST OF FARM BUILDINGS.
 LG0772'
 LG0772'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO SOUTH ON HIGHWAY 15
 LG0772'FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED
 LG0772'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK 2 ON THE RIGHT.
 LG0772'
 LG0772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.75 MILES NORTH
 LG0772'OF DORCHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0632 ***********************************************************************
 MN0632  DESIGNATION -  MINATARE MUNICIPAL TANK
 MN0632  PID         -  MN0632
 MN0632  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0632  USGS QUAD   -  MINATARE (1965)
 MN0632
 MN0632                         *CURRENT SURVEY CONTROL
 MN0632  ___________________________________________________________________
 MN0632* NAD 83(1995)-  41 48 33.58655(N)    103 30 18.51848(W)     ADJUSTED  
 MN0632* NAVD 88     -                                                        
 MN0632  ___________________________________________________________________
 MN0632  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 MN0632  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 MN0632
 MN0632  HORZ ORDER  -  THIRD
 MN0632
 MN0632.The horizontal coordinates were established by classical geodetic methods
 MN0632.and adjusted by the National Geodetic Survey in August 1997..
 MN0632
 MN0632
 MN0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0632
 MN0632.The geoid height was determined by GEOID03.
 MN0632
 MN0632;                    North         East     Units Scale Factor Converg.
 MN0632;SPC NE       -   225,288.145   208,905.952   MT  0.99967258   -2 19 22.3
 MN0632;UTM  13      - 4,629,686.650   624,170.899   MT  0.99978973   +0 59 48.0
 MN0632
 MN0632                          SUPERSEDED SURVEY CONTROL
 MN0632
 MN0632  NAD 83(1995)-  41 48 33.58652(N)    103 30 18.51848(W) AD(       ) 4
 MN0632  NAD 83(1986)-  41 48 33.58050(N)    103 30 18.52426(W) AD(       ) 4
 MN0632  NAD 27      -  41 48 33.69400(N)    103 30 16.73700(W) AD(       ) 3
 MN0632
 MN0632.Superseded values are not recommended for survey control.
 MN0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0632.See file dsdata.txt to determine how the superseded data were derived.
 MN0632
 MN0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2417129687(NAD 83)
 MN0632_MARKER: 53 = ELEVATED TANK
 MN0632
 MN0632  HISTORY     - Date     Condition        Report By
 MN0632  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0632  HISTORY     - 1944     GOOD             CGS
 MN0632  HISTORY     - 1958     GOOD             CGS
 MN0632  HISTORY     - 20040810 GOOD             USPSQD
 MN0632
 MN0632                          STATION DESCRIPTION
 MN0632
 MN0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (WB)
 MN0632'STATION IS LOCATED IN THE TOWN OF MINATARE, IN SECOND BLOCK
 MN0632'W OF MAIN THOROUGHFARE, AND IS THE MOST E OF TWO WATER TANKS.
 MN0632'
 MN0632'THE STATION IS A SILVER TANK APPROXIMATELY 120 FEET HIGH
 MN0632'WITH THE WORD MINATARE PAINTED ON SIDE.
 MN0632
 MN0632                          STATION RECOVERY (1958)
 MN0632
 MN0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0632'THE TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0632'W.B. IN 1944.  THERE IS NO OTHER TANK AT THE WATER PLANT
 MN0632'SO IT IS POSSIBLE THAT HE WAS REFERRING TO THE WATER TANK
 MN0632'AT THE SUGAR MILL WHEN HE SAYS AND IS THE MOST EASTERLY OF
 MN0632'TWO TANKS.
 MN0632
 MN0632                          STATION RECOVERY (2004)
 MN0632
 MN0632'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MN0632'TANK FOUND GOOD. TANK IS A CONICAL SHAPED TANK WITH 4 LEGS.  ROOF OF
 MN0632'TANK IS RED WITH RED LETTERS MINATARE PAINTED ON THE SIDE OF THE TANK.
 MN0632' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0532 ***********************************************************************
 MN0532  DESIGNATION -  MINATARE SUGAR MILL TANK
 MN0532  PID         -  MN0532
 MN0532  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0532  USGS QUAD   -  BAYARD SW (1976)
 MN0532
 MN0532                         *CURRENT SURVEY CONTROL
 MN0532  ___________________________________________________________________
 MN0532* NAD 83(1995)-  41 48 06.02606(N)    103 29 59.07028(W)     ADJUSTED  
 MN0532* NAVD 88     -                                                        
 MN0532  ___________________________________________________________________
 MN0532  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 MN0532  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 MN0532
 MN0532  HORZ ORDER  -  THIRD
 MN0532
 MN0532.The horizontal coordinates were established by classical geodetic methods
 MN0532.and adjusted by the National Geodetic Survey in August 1997..
 MN0532
 MN0532
 MN0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0532
 MN0532.The geoid height was determined by GEOID03.
 MN0532
 MN0532;                    North         East     Units Scale Factor Converg.
 MN0532;SPC NE       -   224,420.632   209,319.954   MT  0.99967189   -2 19 09.4
 MN0532;UTM  13      - 4,628,844.464   624,634.493   MT  0.99979115   +1 00 00.5
 MN0532
 MN0532                          SUPERSEDED SURVEY CONTROL
 MN0532
 MN0532  NAD 83(1995)-  41 48 06.02602(N)    103 29 59.07013(W) AD(       ) 4
 MN0532  NAD 83(1986)-  41 48 06.02043(N)    103 29 59.07788(W) AD(       ) 4
 MN0532  NAD 27      -  41 48 06.13000(N)    103 29 57.29000(W) AD(       ) 3
 MN0532
 MN0532.Superseded values are not recommended for survey control.
 MN0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0532.See file dsdata.txt to determine how the superseded data were derived.
 MN0532
 MN0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2463428844(NAD 83)
 MN0532_MARKER: 53 = ELEVATED TANK
 MN0532
 MN0532  HISTORY     - Date     Condition        Report By
 MN0532  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0532  HISTORY     - 1958     GOOD             CGS
 MN0532  HISTORY     - 20040810 GOOD             USPSQD
 MN0532
 MN0532                          STATION DESCRIPTION
 MN0532
 MN0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0532'THIS STATION WAS NOT PREVIOUSLY DESCRIBED.  IT IS THE TALL
 MN0532'ELEVATED SILVER WATER TANK AT THE SUGAR MILL IN THE SOUTH
 MN0532'PORTION OF MINATARE.  IT IS SOUTH OF THE C.B. AND Q RAILROAD
 MN0532'AND IS WEST AND SOUTH OF THE MUNICIPAL TANK.
 MN0532
 MN0532                          STATION RECOVERY (2004)
 MN0532
 MN0532'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MN0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1285 ***********************************************************************
 LH1285  DESIGNATION -  MINDEN
 LH1285  PID         -  LH1285
 LH1285  STATE/COUNTY-  NE/KEARNEY
 LH1285  USGS QUAD   -  MINDEN NORTH (1969)
 LH1285
 LH1285                         *CURRENT SURVEY CONTROL
 LH1285  ___________________________________________________________________
 LH1285* NAD 83(1995)-  40 31 42.64163(N)    098 57 03.38473(W)     ADJUSTED  
 LH1285* NAVD 88     -       659.     (meters)    2162.     (feet)  SCALED    
 LH1285  ___________________________________________________________________
 LH1285  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 LH1285  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 LH1285
 LH1285  HORZ ORDER  -  SECOND
 LH1285
 LH1285.The horizontal coordinates were established by classical geodetic methods
 LH1285.and adjusted by the National Geodetic Survey in August 1997..
 LH1285
 LH1285.The orthometric height was scaled from a topographic map.
 LH1285
 LH1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1285
 LH1285.The geoid height was determined by GEOID03.
 LH1285
 LH1285;                    North         East     Units Scale Factor Converg.
 LH1285;SPC NE       -    77,724.969   588,869.082   MT  0.99980278   +0 41 42.8
 LH1285;UTM  14      - 4,486,420.675   504,155.265   MT  0.99960021   +0 01 54.8
 LH1285
 LH1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1285!SPC NE       -   0.99990051  x   0.99980278  =   0.99970331
 LH1285!UTM  14      -   0.99990051  x   0.99960021  =   0.99950076
 LH1285
 LH1285:                Primary Azimuth Mark                     Grid Az
 LH1285:SPC NE       -  HARTWELL HOLY FAMILY CH CROSS            070 11 11.3
 LH1285:UTM  14      -  HARTWELL HOLY FAMILY CH CROSS            070 50 59.3
 LH1285
 LH1285|---------------------------------------------------------------------|
 LH1285| PID    Reference Object                     Distance      Geod. Az  |
 LH1285|                                                           dddmmss.s |
 LH1285| LH1278 HARTWELL HOLY FAMILY CH CROSS       APPROX.14.3 KM 0705254.1 |
 LH1285| CO1831 MINDEN AZ MK                                       1583528.8 |
 LH1285| LH1237 MINDEN KEARNEY CO CTHSE FLAG        APPROX. 3.3 KM 1761746.4 |
 LH1285| LH1234 MINDEN MUNICIPAL STANDPIPE          APPROX. 3.5 KM 1770010.5 |
 LH1285| LH1286 MINDEN 2                              8.031 METERS 21111     |
 LH1285| CO1832 MINDEN RM 1                          19.410 METERS 26327     |
 LH1285| CO1833 MINDEN RM 2                          26.859 METERS 34325     |
 LH1285|---------------------------------------------------------------------|
 LH1285
 LH1285                          SUPERSEDED SURVEY CONTROL
 LH1285
 LH1285  NAD 83(1986)-  40 31 42.64834(N)    098 57 03.38541(W) AD(       ) 2
 LH1285  NAD 27      -  40 31 42.59600(N)    098 57 02.09100(W) AD(       ) 2
 LH1285
 LH1285.Superseded values are not recommended for survey control.
 LH1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1285.See file dsdata.txt to determine how the superseded data were derived.
 LH1285
 LH1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0415586421(NAD 83)
 LH1285_MARKER: DS = TRIANGULATION STATION DISK
 LH1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1285
 LH1285  HISTORY     - Date     Condition        Report By
 LH1285  HISTORY     - 1951     MONUMENTED       CGS
 LH1285  HISTORY     - 1964     GOOD             CGS
 LH1285
 LH1285                          STATION DESCRIPTION
 LH1285
 LH1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1285'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH OF MINDEN AND AT THE
 LH1285'SOUTH EDGE OF A FARM YARD.  IT IS 56.0 FEET WEST-SOUTHWEST OF A
 LH1285'WINDMILL AND 8.5 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS SET
 LH1285'FLUSH AND STAMPED MINDEN 1951.
 LH1285'
 LH1285'REFERENCE MARK NO. 1 IS 69.0 FEET SOUTH OF THE SOUTHEAST CORNER
 LH1285'OF A FARM HOUSE, 16.0 FEET SOUTH OF THE CENTER OF A FARM YARD
 LH1285'LANE AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS SET
 LH1285'FLUSH AND STAMPED MINDEN NO 1 1951.
 LH1285'
 LH1285'REFERENCE MARK NO. 2 IS 95.5 FEET NORTHWEST OF A WINDMILL AND 10.0
 LH1285'FEET EAST OF A POWER LINE POLE.  IT IS SET FLUSH AND STAMPED
 LH1285'MINDEN NO 2 1951.
 LH1285'
 LH1285'THE AZIMUTH MARK IS 42.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAYS
 LH1285'6 AND 34, 1.0 FOOT EAST OF POWER LINE POLE NO. Z 416 AND 1.0 FOOT
 LH1285'WEST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED
 LH1285'MINDEN 1951.
 LH1285'
 LH1285'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 LH1285'HIGHWAY 10 FOR 1.7 MILES TO THE JUNCTION OF U.S. HIGHWAYS 6 AND
 LH1285'34.  TURN LEFT, EAST, ON U.S. HIGHWAYS 6 AND 34 FOR 0.65 MILE TO
 LH1285'POWER LINE POLE NO. Z 416 AND THE AZIMUTH MARK ON THE LEFT AS
 LH1285'DESCRIBED.
 LH1285'
 LH1285'TO REACH THE STATION FROM THE DEPOT JUST SOUTH OF U.S. HIGHWAYS 6
 LH1285'AND 34 IN MINDEN, GO WEST ON U.S. HIGHWAYS 6 AND 34 FOR 0.15
 LH1285'MILE TO THE JUNCTION OF STATE HIGHWAY 10.  TURN RIGHT, NORTH, ON
 LH1285'STATE HIGHWAY 10 FOR 1.7 MILES TO A FARM YARD LANE AND THE STATION
 LH1285'ON THE RIGHT AS DESCRIBED.
 LH1285'
 LH1285'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1285
 LH1285                          STATION RECOVERY (1964)
 LH1285
 LH1285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1285'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1285'IN GOOD CONDITION.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS
 LH1285'OBSTRUCTED, SO IT WAS DESTROYED.  THE OWNER, MR. EUGENE MADSEN,
 LH1285'ON WHOSE PROPERTY THIS STATION IS LOCATED, REQUESTED THAT THE
 LH1285'STATION BE MOVED.  THE UNDERGROUND MARK FOR THIS STATION WAS LEFT
 LH1285'IN PLACE, BUT THE SURFACE MARK WAS DESTROYED.  THE UNDERGROUND
 LH1285'STATION MARK IS 34.5 FEET NORTH OF THE NORTHWEST CORNER OF
 LH1285'GRAIN SHED, AND 2 FEET EAST OF THE TANGENT OF THE WEST SIDE OF
 LH1285'GRAIN SHED EXTENDED NORTH.  MR. MADSEN PLANS TO EXTEND THIS
 LH1285'GRAIN SHED NORTH WHICH WOULD COVER THE MARK.  FOR DETAILS, SEE
 LH1285'THE DESCRIPTION FOR MINDEN 2 1964.
 LH1285'
 LH1285'AZIMUTH MARK OR OBJECTS IN MINDEN WERE OBSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1286 ***********************************************************************
 LH1286  DESIGNATION -  MINDEN 2
 LH1286  PID         -  LH1286
 LH1286  STATE/COUNTY-  NE/KEARNEY
 LH1286  USGS QUAD   -  MINDEN NORTH (1969)
 LH1286
 LH1286                         *CURRENT SURVEY CONTROL
 LH1286  ___________________________________________________________________
 LH1286* NAD 83(1995)-  40 31 42.41890(N)    098 57 03.56143(W)     ADJUSTED  
 LH1286* NAVD 88     -       659.     (meters)    2162.     (feet)  SCALED    
 LH1286  ___________________________________________________________________
 LH1286  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 LH1286  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 LH1286
 LH1286  HORZ ORDER  -  THIRD
 LH1286
 LH1286.The horizontal coordinates were established by classical geodetic methods
 LH1286.and adjusted by the National Geodetic Survey in August 1997..
 LH1286.No horizontal observational check was made to the station.
 LH1286
 LH1286.The orthometric height was scaled from a topographic map.
 LH1286
 LH1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1286
 LH1286.The geoid height was determined by GEOID03.
 LH1286
 LH1286;                    North         East     Units Scale Factor Converg.
 LH1286;SPC NE       -    77,718.050   588,865.008   MT  0.99980279   +0 41 42.6
 LH1286;UTM  14      - 4,486,413.805   504,151.112   MT  0.99960021   +0 01 54.7
 LH1286
 LH1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1286!SPC NE       -   0.99990051  x   0.99980279  =   0.99970332
 LH1286!UTM  14      -   0.99990051  x   0.99960021  =   0.99950076
 LH1286
 LH1286|---------------------------------------------------------------------|
 LH1286| PID    Reference Object                     Distance      Geod. Az  |
 LH1286|                                                           dddmmss.s |
 LH1286| LH1285 MINDEN                                8.031 METERS 03111     |
 LH1286| LH1283 MINDEN MUNICIPAL TANK               APPROX. 2.9 KM 1722418.3 |
 LH1286| LH1237 MINDEN KEARNEY CO CTHSE FLAG        APPROX. 3.3 KM 1761257.5 |
 LH1286| CO1832 MINDEN RM 1                          15.822 METERS 28707     |
 LH1286| CO1833 MINDEN RM 2                          32.796 METERS 35352     |
 LH1286|---------------------------------------------------------------------|
 LH1286
 LH1286                          SUPERSEDED SURVEY CONTROL
 LH1286
 LH1286  NAD 83(1986)-  40 31 42.42561(N)    098 57 03.56211(W) AD(       ) 3
 LH1286  NAD 27      -  40 31 42.37300(N)    098 57 02.26800(W) AD(       ) 3
 LH1286
 LH1286.Superseded values are not recommended for survey control.
 LH1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1286.See file dsdata.txt to determine how the superseded data were derived.
 LH1286
 LH1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0415186414(NAD 83)
 LH1286_MARKER: DS = TRIANGULATION STATION DISK
 LH1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1286_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1286+STABILITY: SURFACE MOTION
 LH1286
 LH1286  HISTORY     - Date     Condition        Report By
 LH1286  HISTORY     - 1964     MONUMENTED       CGS
 LH1286
 LH1286                          STATION DESCRIPTION
 LH1286
 LH1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1286'STATION IS LOCATED ABOUT 2 MILES NORTH OF THE TOWN OF MINDEN AT
 LH1286'THE SOUTH EDGE OF MR. EUGENE MADSENS FARMYARD, 257 FEET EAST OF
 LH1286'THE CENTERLINE OF STATE HIGHWAY 10, 108 FEET SOUTHEAST OF THE
 LH1286'SOUTHEAST CORNER OF MR. MADSENS HOUSE, 80 FEET SOUTHWEST
 LH1286'OF THE CENTER OF WINDMILL, 23 FEET SOUTHEAST OF THE NORTHEAST
 LH1286'CORNER OF BOARD FENCE, 28 FEET SOUTH OF THE CENTER OF DRIVEWAY,
 LH1286'16.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE PRESENT
 LH1286'GRAIN SHED (THIS STEEL QUONSET SHED TO BE EXTENDED NORTH), AND
 LH1286'1 FOOT NORTHEAST OF BOARD FENCE AND A NEW STEEL WITNESS POST.
 LH1286'THE MARK IS ABOUT 6 INCHES BELOW THE GROUND SURFACE AND THE
 LH1286'DISK IS STAMPED MINDEN 2 1964.
 LH1286'
 LH1286'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 34
 LH1286'AND STATE HIGHWAY 10 IN MINDEN, GO NORTH ON STATE HIGHWAY 10
 LH1286'FOR 1.7 MILES TO A FARM DRIVEWAY ON THE RIGHT AND THE STATION IN
 LH1286'THE FARMYARD AS DESCRIBED.
 LH1286'
 LH1286'REFERENCE MARK NO. 1 IS 207 FEET EAST OF THE CENTERLINE OF STATE
 LH1286'HIGHWAY 10, 32 FEET WEST OF A WOOD FENCE CORNER, 124 FEET EAST
 LH1286'OF A FENCE CORNER AND POWER POLE, AND 1 FOOT NORTH OF A BOARD
 LH1286'FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 LH1286'DISK IS STAMPED MINDEN NO 1 1951.
 LH1286'
 LH1286'REFERENCE MARK NO. 2 IS 95 FEET NORTHWEST OF THE CENTER OF
 LH1286'WINDMILL, AND 2 FEET EAST OF A NORTH-SOUTH ROW OF BUSHES.  THE
 LH1286'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LH1286'STAMPED MINDEN NO 2 1951.
 LH1286'
 LH1286'AZIMUTH MARK WAS DESTROYED BECAUSE IT WAS OBSTRUCTED AT THE OLD
 LH1286'STATION SITE AND THE NEW STATION.  A NEW AZIMUTH MARK WAS NOT
 LH1286'ESTABLISHED AT THIS TIME BECAUSE OF CORN-FIELDS.  THE NATURAL
 LH1286'OBJECTS LISTED ABOVE MAY BE USED AS AZIMUTHS.
 LH1286'
 LH1286'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1284 ***********************************************************************
 LH1284  DESIGNATION -  MINDEN CATHOLIC CHURCH SPIRE
 LH1284  PID         -  LH1284
 LH1284  STATE/COUNTY-  NE/KEARNEY
 LH1284  USGS QUAD   -  MINDEN NORTH (1969)
 LH1284
 LH1284                         *CURRENT SURVEY CONTROL
 LH1284  ___________________________________________________________________
 LH1284* NAD 83(1995)-  40 30 01.92932(N)    098 56 31.24425(W)     ADJUSTED  
 LH1284* NAVD 88     -                                                        
 LH1284  ___________________________________________________________________
 LH1284  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 LH1284  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 LH1284
 LH1284  HORZ ORDER  -  THIRD
 LH1284
 LH1284.The horizontal coordinates were established by classical geodetic methods
 LH1284.and adjusted by the National Geodetic Survey in August 1997..
 LH1284
 LH1284
 LH1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1284
 LH1284.The geoid height was determined by GEOID03.
 LH1284
 LH1284;                    North         East     Units Scale Factor Converg.
 LH1284;SPC NE       -    74,628.475   589,663.362   MT  0.99981113   +0 42 04.1
 LH1284;UTM  14      - 4,483,315.834   504,913.483   MT  0.99960030   +0 02 15.6
 LH1284
 LH1284                          SUPERSEDED SURVEY CONTROL
 LH1284
 LH1284  NAD 83(1986)-  40 30 01.93583(N)    098 56 31.24487(W) AD(       ) 4
 LH1284  NAD 27      -  40 30 01.88400(N)    098 56 29.95500(W) AD(       ) 3
 LH1284
 LH1284.Superseded values are not recommended for survey control.
 LH1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1284.See file dsdata.txt to determine how the superseded data were derived.
 LH1284
 LH1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0491383316(NAD 83)
 LH1284_MARKER: 90 = CHURCH SPIRE
 LH1284
 LH1284  HISTORY     - Date     Condition        Report By
 LH1284  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1284  HISTORY     - 1935     GOOD             CGS
 LH1284
 LH1284                          STATION DESCRIPTION
 LH1284
 LH1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1284'THE CHURCH AND SPIRE ARE AS THEY WERE IN 1898.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1237 ***********************************************************************
 LH1237  DESIGNATION -  MINDEN KEARNEY CO CTHSE FLAG
 LH1237  PID         -  LH1237
 LH1237  STATE/COUNTY-  NE/KEARNEY
 LH1237  USGS QUAD   -  MINDEN SOUTH (1969)
 LH1237
 LH1237                         *CURRENT SURVEY CONTROL
 LH1237  ___________________________________________________________________
 LH1237* NAD 83(1995)-  40 29 56.26966(N)    098 56 54.36459(W)     ADJUSTED  
 LH1237* NAVD 88     -                                                        
 LH1237  ___________________________________________________________________
 LH1237  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 LH1237  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 LH1237
 LH1237  HORZ ORDER  -  THIRD
 LH1237
 LH1237.The horizontal coordinates were established by classical geodetic methods
 LH1237.and adjusted by the National Geodetic Survey in August 1997..
 LH1237
 LH1237
 LH1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1237
 LH1237.The geoid height was determined by GEOID03.
 LH1237
 LH1237;                    North         East     Units Scale Factor Converg.
 LH1237;SPC NE       -    74,447.305   589,121.227   MT  0.99981160   +0 41 48.7
 LH1237;UTM  14      - 4,483,140.990   504,369.402   MT  0.99960023   +0 02 00.6
 LH1237
 LH1237                          SUPERSEDED SURVEY CONTROL
 LH1237
 LH1237  NAD 83(1986)-  40 29 56.27696(N)    098 56 54.36487(W) AD(       ) 4
 LH1237  NAD 27      -  40 29 56.22400(N)    098 56 53.07100(W) AD(       ) 3
 LH1237
 LH1237.Superseded values are not recommended for survey control.
 LH1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1237.See file dsdata.txt to determine how the superseded data were derived.
 LH1237
 LH1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0436983141(NAD 83)
 LH1237_MARKER: 83 = FLAGSTAFF
 LH1237_MARK LOGO: CGS   
 LH1237
 LH1237  HISTORY     - Date     Condition        Report By
 LH1237  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1237  HISTORY     - 1951     GOOD             CGS
 LH1237  HISTORY     - 19830503 GOOD             NGS
 LH1237
 LH1237                          STATION DESCRIPTION
 LH1237
 LH1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1237'THE STATION IS LOCATED NEAR THE CENTER OF MINDEN AND THE DOME
 LH1237'IS ON TOP AND IN THE CENTER OF THE COURTHOUSE.  THE DOME IS
 LH1237'SILVER IN COLOR AND HAS A FLAGSTAFF IN THE EXACT CENTER.  IT HAS
 LH1237'AN OVERALL HEIGHT OF ABOUT 100 FEET.
 LH1237'
 LH1237'THE APEX OF THE DOME AND THE FLAGSTAFF WAS OBSERVED.
 LH1237
 LH1237                          STATION RECOVERY (1951)
 LH1237
 LH1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1237'RECOVERED IN GOOD CONDITION.
 LH1237
 LH1237                          STATION RECOVERY (1983)
 LH1237
 LH1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1234 ***********************************************************************
 LH1234  DESIGNATION -  MINDEN MUNICIPAL STANDPIPE
 LH1234  PID         -  LH1234
 LH1234  STATE/COUNTY-  NE/KEARNEY
 LH1234  USGS QUAD   -  MINDEN SOUTH (1969)
 LH1234
 LH1234                         *CURRENT SURVEY CONTROL
 LH1234  ___________________________________________________________________
 LH1234* NAD 83(1995)-  40 29 50.26178(N)    098 56 55.67732(W)     ADJUSTED  
 LH1234* NAVD 88     -                                                        
 LH1234  ___________________________________________________________________
 LH1234  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LH1234  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 LH1234
 LH1234  HORZ ORDER  -  THIRD
 LH1234
 LH1234.The horizontal coordinates were established by classical geodetic methods
 LH1234.and adjusted by the National Geodetic Survey in August 1997..
 LH1234
 LH1234
 LH1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1234
 LH1234.The geoid height was determined by GEOID03.
 LH1234
 LH1234;                    North         East     Units Scale Factor Converg.
 LH1234;SPC NE       -    74,261.661   589,092.577   MT  0.99981211   +0 41 47.9
 LH1234;UTM  14      - 4,482,955.729   504,338.611   MT  0.99960023   +0 01 59.7
 LH1234
 LH1234                          SUPERSEDED SURVEY CONTROL
 LH1234
 LH1234  NAD 83(1986)-  40 29 50.26816(N)    098 56 55.67776(W) AD(       ) 4
 LH1234  NAD 27      -  40 29 50.21500(N)    098 56 54.37800(W) AD(       ) 3
 LH1234
 LH1234.Superseded values are not recommended for survey control.
 LH1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1234.See file dsdata.txt to determine how the superseded data were derived.
 LH1234
 LH1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0433982956(NAD 83)
 LH1234_MARKER: 52 = STANDPIPE TANK
 LH1234
 LH1234  HISTORY     - Date     Condition        Report By
 LH1234  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1234  HISTORY     - 1935     GOOD             CGS
 LH1234  HISTORY     - 1951     GOOD             CGS
 LH1234
 LH1234                          STATION DESCRIPTION
 LH1234
 LH1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1234'THE PRESENT STANDPIPE IS THE SAME ONE WHICH WAS STANDING IN
 LH1234'1898.
 LH1234
 LH1234                          STATION RECOVERY (1951)
 LH1234
 LH1234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1234'THE STATION IS LOCATED NEAR THE CENTER OF MINDEN, 150 FEET
 LH1234'SOUTH OF THE CENTER OF 3RD. STREET AND 75 FEET EAST OF THE CENTER
 LH1234'OF COLORADO AVENUE.  IT IS A CYLINDRIAL STEEL STRUCTURE SET ON
 LH1234'AN 8 SIDED CONCRETE BASE AND HAS AN OVERALL HEIGHT OF ABOUT
 LH1234'110 FEET.  THERE IS A SMALL STEEL PICKET FENCE ENCIRCLING
 LH1234'THE TOP OF THE TANK.  THE TANK IS SILVER IN COLOR AND HAS THE
 LH1234'BLACK LETTERING MINDEN ON THE NORTH SIDE.
 LH1234'
 LH1234'THE TOP AND CENTER OF THE TANK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1283 ***********************************************************************
 LH1283  DESIGNATION -  MINDEN MUNICIPAL TANK
 LH1283  PID         -  LH1283
 LH1283  STATE/COUNTY-  NE/KEARNEY
 LH1283  USGS QUAD   -  MINDEN NORTH (1969)
 LH1283
 LH1283                         *CURRENT SURVEY CONTROL
 LH1283  ___________________________________________________________________
 LH1283* NAD 83(1995)-  40 30 09.91713(N)    098 56 47.40344(W)     ADJUSTED  
 LH1283* NAVD 88     -                                                        
 LH1283  ___________________________________________________________________
 LH1283  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 LH1283  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 LH1283
 LH1283  HORZ ORDER  -  THIRD
 LH1283
 LH1283.The horizontal coordinates were established by classical geodetic methods
 LH1283.and adjusted by the National Geodetic Survey in August 1997..
 LH1283.No horizontal observational check was made to the station.
 LH1283
 LH1283
 LH1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1283
 LH1283.The geoid height was determined by GEOID03.
 LH1283
 LH1283;                    North         East     Units Scale Factor Converg.
 LH1283;SPC NE       -    74,870.154   589,279.969   MT  0.99981046   +0 41 53.3
 LH1283;UTM  14      - 4,483,561.884   504,532.995   MT  0.99960025   +0 02 05.1
 LH1283
 LH1283                          SUPERSEDED SURVEY CONTROL
 LH1283
 LH1283  NAD 83(1986)-  40 30 09.91959(N)    098 56 47.40148(W) AD(       ) 4
 LH1283  NAD 27      -  40 30 09.87000(N)    098 56 46.11000(W) AD(       ) 3
 LH1283
 LH1283.Superseded values are not recommended for survey control.
 LH1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1283.See file dsdata.txt to determine how the superseded data were derived.
 LH1283
 LH1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0453383562(NAD 83)
 LH1283_MARKER: 53 = ELEVATED TANK
 LH1283_MARK LOGO: CGS   
 LH1283
 LH1283  HISTORY     - Date     Condition        Report By
 LH1283  HISTORY     - 1964     FIRST OBSERVED   CGS
 LH1283  HISTORY     - 1964     GOOD             CGS
 LH1283  HISTORY     - 19830503 GOOD             NGS
 LH1283
 LH1283                          STATION DESCRIPTION
 LH1283
 LH1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1283'THIS TANK IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 LH1283'OF KEARNEY AVENUE AND NINTH STREET IN THE NORTHEAST PART OF
 LH1283'THE TOWN OF MINDEN ABOUT 100 FEET SOUTH OF THE WATER AND LIGHT
 LH1283'PLANT BUILDING.
 LH1283'
 LH1283'THE TANK IS 125 FEET HIGH, 6-LEGGED, PAINTED SILVER WITH THE
 LH1283'NAME MINDEN PAINTED IN BLACK LETTERS ON THE TANK.
 LH1283'
 LH1283'THE POINT INTERSECTED WAS RED LITE AT THE APEX OF THE TANK.
 LH1283'
 LH1283'THIS STATION WAS INTERSECTED FROM TRIANGULATION STATIONS LARS
 LH1283'1898, KOLLER 1951, AND MINDEN 2 1964, SO A POSITION COULD BE
 LH1283'COMPUTED FOR THIS NEW TANK.
 LH1283
 LH1283                          STATION RECOVERY (1964)
 LH1283
 LH1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LH1283'RECOVERED IN GOOD CONDITION.
 LH1283
 LH1283                          STATION RECOVERY (1983)
 LH1283
 LH1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1233 ***********************************************************************
 LH1233  DESIGNATION -  MINDEN PRESBYTERIAN CH SPIRE
 LH1233  PID         -  LH1233
 LH1233  STATE/COUNTY-  NE/KEARNEY
 LH1233  USGS QUAD   -  MINDEN SOUTH (1969)
 LH1233
 LH1233                         *CURRENT SURVEY CONTROL
 LH1233  ___________________________________________________________________
 LH1233* NAD 83(1995)-  40 29 45.24102(N)    098 56 57.54181(W)     ADJUSTED  
 LH1233* NAVD 88     -                                                        
 LH1233  ___________________________________________________________________
 LH1233  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LH1233  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 LH1233
 LH1233  HORZ ORDER  -  THIRD
 LH1233
 LH1233.The horizontal coordinates were established by classical geodetic methods
 LH1233.and adjusted by the National Geodetic Survey in August 1997..
 LH1233
 LH1233
 LH1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1233
 LH1233.The geoid height was determined by GEOID03.
 LH1233
 LH1233;                    North         East     Units Scale Factor Converg.
 LH1233;SPC NE       -    74,106.299   589,050.566   MT  0.99981253   +0 41 46.6
 LH1233;UTM  14      - 4,482,800.898   504,294.813   MT  0.99960023   +0 01 58.5
 LH1233
 LH1233                          SUPERSEDED SURVEY CONTROL
 LH1233
 LH1233  NAD 83(1986)-  40 29 45.24751(N)    098 56 57.54252(W) AD(       ) 4
 LH1233  NAD 27      -  40 29 45.20100(N)    098 56 56.25500(W) AD(       ) 3
 LH1233
 LH1233.Superseded values are not recommended for survey control.
 LH1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1233.See file dsdata.txt to determine how the superseded data were derived.
 LH1233
 LH1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0429582801(NAD 83)
 LH1233_MARKER: 90 = CHURCH SPIRE
 LH1233
 LH1233  HISTORY     - Date     Condition        Report By
 LH1233  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1233  HISTORY     - 1935     GOOD             CGS
 LH1233
 LH1233                          STATION DESCRIPTION
 LH1233
 LH1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1233'THE EXISTING PRESBYTERIAN CHURCH WAS ERECTED SUBSEQUENT TO 1898.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1236 ***********************************************************************
 LH1236  DESIGNATION -  MINDEN SCHOOLHOUSE CUPOLA
 LH1236  PID         -  LH1236
 LH1236  STATE/COUNTY-  NE/KEARNEY
 LH1236  USGS QUAD   -  MINDEN SOUTH (1969)
 LH1236
 LH1236                         *CURRENT SURVEY CONTROL
 LH1236  ___________________________________________________________________
 LH1236* NAD 83(1995)-  40 29 46.32535(N)    098 56 55.14654(W)     ADJUSTED  
 LH1236* NAVD 88     -                                                        
 LH1236  ___________________________________________________________________
 LH1236  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LH1236  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 LH1236
 LH1236  HORZ ORDER  -  THIRD
 LH1236
 LH1236.The horizontal coordinates were established by classical geodetic methods
 LH1236.and adjusted by the National Geodetic Survey in August 1997..
 LH1236
 LH1236
 LH1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1236
 LH1236.The geoid height was determined by GEOID03.
 LH1236
 LH1236;                    North         East     Units Scale Factor Converg.
 LH1236;SPC NE       -    74,140.423   589,106.548   MT  0.99981244   +0 41 48.2
 LH1236;UTM  14      - 4,482,834.364   504,351.175   MT  0.99960023   +0 02 00.0
 LH1236
 LH1236                          SUPERSEDED SURVEY CONTROL
 LH1236
 LH1236  NAD 83(1986)-  40 29 46.33175(N)    098 56 55.14719(W) AD(       ) 4
 LH1236  NAD 27      -  40 29 46.28000(N)    098 56 53.85600(W) AD(       ) 3
 LH1236
 LH1236.Superseded values are not recommended for survey control.
 LH1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1236.See file dsdata.txt to determine how the superseded data were derived.
 LH1236
 LH1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0435182834(NAD 83)
 LH1236_MARKER: 86 = CUPOLA
 LH1236
 LH1236  HISTORY     - Date     Condition        Report By
 LH1236  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1236  HISTORY     - 1935     GOOD             CGS
 LH1236
 LH1236                          STATION DESCRIPTION
 LH1236
 LH1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1236'THIS SCHOOL BUILDING WAS REMOVED A FEW YEARS AGO AND A NEW
 LH1236'BUILDING ERECTED AT THE SAME SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1235 ***********************************************************************
 LH1235  DESIGNATION -  MINDEN WEST SCHOOLHOUSE CUPOLA
 LH1235  PID         -  LH1235
 LH1235  STATE/COUNTY-  NE/KEARNEY
 LH1235  USGS QUAD   -  MINDEN SOUTH (1969)
 LH1235
 LH1235                         *CURRENT SURVEY CONTROL
 LH1235  ___________________________________________________________________
 LH1235* NAD 83(1995)-  40 29 52.64584(N)    098 57 19.97301(W)     ADJUSTED  
 LH1235* NAVD 88     -                                                        
 LH1235  ___________________________________________________________________
 LH1235  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 LH1235  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 LH1235
 LH1235  HORZ ORDER  -  THIRD
 LH1235
 LH1235.The horizontal coordinates were established by classical geodetic methods
 LH1235.and adjusted by the National Geodetic Survey in August 1997..
 LH1235
 LH1235
 LH1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1235
 LH1235.The geoid height was determined by GEOID03.
 LH1235
 LH1235;                    North         East     Units Scale Factor Converg.
 LH1235;SPC NE       -    74,328.247   588,519.734   MT  0.99981191   +0 41 31.8
 LH1235;UTM  14      - 4,483,028.928   503,766.699   MT  0.99960017   +0 01 43.9
 LH1235
 LH1235                          SUPERSEDED SURVEY CONTROL
 LH1235
 LH1235  NAD 83(1986)-  40 29 52.65212(N)    098 57 19.97364(W) AD(       ) 4
 LH1235  NAD 27      -  40 29 52.60000(N)    098 57 18.68000(W) AD(       ) 3
 LH1235
 LH1235.Superseded values are not recommended for survey control.
 LH1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1235.See file dsdata.txt to determine how the superseded data were derived.
 LH1235
 LH1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0376783029(NAD 83)
 LH1235_MARKER: 86 = CUPOLA
 LH1235
 LH1235  HISTORY     - Date     Condition        Report By
 LH1235  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1235  HISTORY     - 1935     GOOD             CGS
 LH1235
 LH1235                          STATION DESCRIPTION
 LH1235
 LH1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1235'ALTHOUGH AN ADDITION WAS BUILT ON THE WEST SIDE, THE ORIGINAL
 LH1235'STRUCTURE SUPPORTING THE CUPOLA HAS REMAINED UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1487 ***********************************************************************
 NM1487  DESIGNATION -  MISCHKE
 NM1487  PID         -  NM1487
 NM1487  STATE/COUNTY-  NE/KNOX
 NM1487  USGS QUAD   -  TABOR SE (1968)
 NM1487
 NM1487                         *CURRENT SURVEY CONTROL
 NM1487  ___________________________________________________________________
 NM1487* NAD 83(1995)-  42 50 36.14151(N)    097 31 45.73279(W)     ADJUSTED  
 NM1487* NAVD 88     -       360.494  (meters)    1182.72   (feet)  ADJUSTED  
 NM1487  ___________________________________________________________________
 NM1487  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 NM1487  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 NM1487  DYNAMIC HT  -         360.384 (meters)    1182.36  (feet)  COMP
 NM1487  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 NM1487
 NM1487  HORZ ORDER  -  THIRD
 NM1487  VERT ORDER  -  FIRST     CLASS II
 NM1487
 NM1487.The horizontal coordinates were established by classical geodetic methods
 NM1487.and adjusted by the National Geodetic Survey in August 1997..
 NM1487
 NM1487.The orthometric height was determined by differential leveling
 NM1487.and adjusted by the National Geodetic Survey in June 1991..
 NM1487
 NM1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1487
 NM1487.The geoid height was determined by GEOID03.
 NM1487
 NM1487.The dynamic height is computed by dividing the NAVD 88
 NM1487.geopotential number by the normal gravity value computed on the
 NM1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1487.degrees latitude (g = 980.6199 gals.).
 NM1487
 NM1487.The modeled gravity was interpolated from observed gravity values.
 NM1487
 NM1487;                    North         East     Units Scale Factor Converg.
 NM1487;SPC NE       -   337,107.244   701,927.260   MT  0.99993193   +1 38 14.2
 NM1487;SPC SD S     -    60,530.400   829,173.671   MT  0.99999764   +1 56 03.6
 NM1487;SPC SD S     -   198,590.15  2,720,380.62   sFT  0.99999764   +1 56 03.6
 NM1487;UTM  14      - 4,744,470.691   620,173.644   MT  0.99977767   +1 00 00.5
 NM1487
 NM1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1487!SPC NE       -   0.99994748  x   0.99993193  =   0.99987941
 NM1487!SPC SD S     -   0.99994748  x   0.99999764  =   0.99994512
 NM1487!UTM  14      -   0.99994748  x   0.99977767  =   0.99972516
 NM1487
 NM1487:                Primary Azimuth Mark                     Grid Az
 NM1487:SPC NE       -  MISCHKE AZ MK                            182 25 29.8
 NM1487:SPC SD S     -  MISCHKE AZ MK                            182 07 40.4
 NM1487:UTM  14      -  MISCHKE AZ MK                            183 03 43.5
 NM1487
 NM1487|---------------------------------------------------------------------|
 NM1487| PID    Reference Object                     Distance      Geod. Az  |
 NM1487|                                                           dddmmss.s |
 NM1487| NM1488 MISCHKE AZ MK                                      1840344.0 |
 NM1487| NM1486 MISCHKE RM 1                         19.654 METERS 26900     |
 NM1487| NM1485 MISCHKE RM 2                         19.477 METERS 35522     |
 NM1487|---------------------------------------------------------------------|
 NM1487
 NM1487                          SUPERSEDED SURVEY CONTROL
 NM1487
 NM1487  NAD 83(1986)-  42 50 36.15038(N)    097 31 45.72595(W) AD(       ) 3
 NM1487  NAD 27      -  42 50 36.15500(N)    097 31 44.49500(W) AD(       ) 3
 NM1487  NGVD 29 (??/??/92)  360.284  (m)         1182.03   (f) ADJ UNCH    1 2
 NM1487
 NM1487.Superseded values are not recommended for survey control.
 NM1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1487.See file dsdata.txt to determine how the superseded data were derived.
 NM1487
 NM1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2017444471(NAD 83)
 NM1487_MARKER: DS = TRIANGULATION STATION DISK
 NM1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1487_STAMPING: MISCHKE 1948
 NM1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1487+STABILITY: SURFACE MOTION
 NM1487
 NM1487  HISTORY     - Date     Condition        Report By
 NM1487  HISTORY     - 1948     MONUMENTED       CGS
 NM1487  HISTORY     - 1949     GOOD             NGS
 NM1487  HISTORY     - 1971     SEE DESCRIPTION  LOCENG
 NM1487  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1487
 NM1487                          STATION DESCRIPTION
 NM1487
 NM1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1487'STATION IS LOCATED ABOUT 7 MILES WEST SOUTHWEST OF YANKTON
 NM1487'ALONG ROAD RIGHT OF WAY.  STATION IS ABOUT 0.1 MILE SOUTH
 NM1487'OF A T INTERSECTION, 33 FEET EAST OF THE APPROXIMATE CENTERLINE
 NM1487'OF DIRT ROAD AND 2 FEET WEST OF FENCE.  THE MARK PROJECTS ABOUT
 NM1487'5 INCHES AND THE DISK IS STAMPED MISCHKE 1948.
 NM1487'
 NM1487'REFERENCE MARK NO. 1 IS 64.48 FEET WEST OF STATION, 32 FEET
 NM1487'WEST OF THE APPROXIMATE CENTERLINE OF ROAD AND 1 FOOT EAST
 NM1487'OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 NM1487'IS STAMPED MISCHKE NO 1 1948.
 NM1487'
 NM1487'REFERENCE MARK NO. 2 IS 63.90 FEET NORTH OF STATION, 26 FEET
 NM1487'EAST OF THE APPROXIMATE CENTERLINE OF ROAD AND 8 FEET WEST
 NM1487'OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 NM1487'IS STAMPED MISCHKE NO 2 1948.
 NM1487'
 NM1487'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTH OF STATION,
 NM1487'33 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD AND 1
 NM1487'FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 NM1487'THE DISK IS STAMPED MISCHKE 1948.
 NM1487'
 NM1487'TO REACH FROM THE SOUTH END OF THE TOLL BRIDGE SOUTH OF
 NM1487'YANKTON GO SOUTH AND WEST ON U.S. HIGHWAY 81 FOR 7.1 MILES
 NM1487'TO POINT WHERE HIGHWAY TURNS LEFT.  CONTINUE STRAIGHT AHEAD
 NM1487'FOR 1.1 MILES TO A T INTERSECTION.  TURN RIGHT AND FOLLOW
 NM1487'MAIN ROAD FOR 1.0 MILE TO AZIMUTH MARK ON LEFT OR WEST SIDE
 NM1487'OF ROAD AS DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 NM1487'TO STATION ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 NM1487'
 NM1487'A 4 FOOT SIGNAL AT STATION STANAGE IS VISIBLE AT 15 FEET.
 NM1487'
 NM1487'A 4 FOOT SIGNAL AT STATION RIVER IS VISIBLE AT 15 FEET.
 NM1487'
 NM1487'A 4 FOOT SIGNAL AT STATION MILEY IS VISIBLE FROM THE GROUND.
 NM1487'
 NM1487'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NM1487
 NM1487                          STATION RECOVERY (1949)
 NM1487
 NM1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM1487'9.1 MI SW FROM YANKTON.
 NM1487'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1487'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE
 NM1487'5.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 81, THENCE 1.1 MILES
 NM1487'WEST ALONG A DIRT ROAD, THENCE 1.2 MILES NORTH ALONG A DIRT
 NM1487'ROAD, 170 YARDS (PACED) SOUTH OF THE CENTER LINE OF AN EAST-WEST
 NM1487'DIRT ROAD, 32 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 NM1487'DIRT ROAD, 1.7 FEET WEST OF A FENCE LINE, 1.4 FEET SOUTH OF A
 NM1487'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1487'0.3 FOOT ABOVE THE GROUND.
 NM1487
 NM1487                          STATION RECOVERY (1971)
 NM1487
 NM1487'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (AFP)
 NM1487'RECOVERED BY GOLLEHON SCHEMMER AND ASSOCIATES INC.
 NM1487'
 NM1487'DESTROYED
 NM1487'
 NM1487'MARK DESIGNATED MISCHKE APPEARS TO BE IN LEWIS AND CLARK
 NM1487'LAKE.  ALTHOUGH THE DESCRIPTION GIVEN TO FIND MISCHKE FROM
 NM1487'SOUTH END OF BRIDGE TO YANKTON SOUTH DAKOTA IS OF NO VALUE
 NM1487'DUE TO CHANGES IN ROADS IN THE AREA, AN ATTEMPT WAS MADE
 NM1487'TO RECONSTRUCT THE ORIGINAL SURVEY.  THE MOST LOGICAL
 NM1487'RECONSTRUCTION LED TO THE EDGE OF LEWIS AND CLARK LAKE AND I ASSUME
 NM1487'MARK TO BE UNDERWATER.
 NM1487
 NM1487                          STATION RECOVERY (1981)
 NM1487
 NM1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1488 ***********************************************************************
 NM1488  DESIGNATION -  MISCHKE AZ MK
 NM1488  PID         -  NM1488
 NM1488  STATE/COUNTY-  NE/KNOX
 NM1488  USGS QUAD   -  TABOR SE (1968)
 NM1488
 NM1488                         *CURRENT SURVEY CONTROL
 NM1488  ___________________________________________________________________
 NM1488* NAD 83(1986)-  42 50 24.     (N)    097 31 47.     (W)     SCALED    
 NM1488* NAVD 88     -       360.765  (meters)    1183.61   (feet)  ADJUSTED  
 NM1488  ___________________________________________________________________
 NM1488  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 NM1488  DYNAMIC HT  -         360.656 (meters)    1183.25  (feet)  COMP
 NM1488  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 NM1488
 NM1488  VERT ORDER  -  FIRST     CLASS II
 NM1488
 NM1488.The horizontal coordinates were scaled from a topographic map and have
 NM1488.an estimated accuracy of +/- 6 seconds.
 NM1488
 NM1488.The orthometric height was determined by differential leveling
 NM1488.and adjusted by the National Geodetic Survey in June 1991..
 NM1488
 NM1488.The geoid height was determined by GEOID03.
 NM1488
 NM1488.The dynamic height is computed by dividing the NAVD 88
 NM1488.geopotential number by the normal gravity value computed on the
 NM1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1488.degrees latitude (g = 980.6199 gals.).
 NM1488
 NM1488.The modeled gravity was interpolated from observed gravity values.
 NM1488
 NM1488;                    North         East    Units  Estimated Accuracy
 NM1488;SPC NE       -   336,730.      701,910.      MT  (+/- 180 meters Scaled)
 NM1488
 NM1488                          SUPERSEDED SURVEY CONTROL
 NM1488
 NM1488  NGVD 29 (??/??/92)  360.556  (m)         1182.92   (f) ADJ UNCH    1 2
 NM1488
 NM1488.Superseded values are not recommended for survey control.
 NM1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1488.See file dsdata.txt to determine how the superseded data were derived.
 NM1488
 NM1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN201440(NAD 83)
 NM1488_MARKER: DZ = AZIMUTH MARK DISK
 NM1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1488_STAMPING: MISCHKE 1948
 NM1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1488+STABILITY: SURFACE MOTION
 NM1488
 NM1488  HISTORY     - Date     Condition        Report By
 NM1488  HISTORY     - 1948     MONUMENTED       CGS
 NM1488  HISTORY     - 1949     GOOD             NGS
 NM1488  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1488
 NM1488                          STATION DESCRIPTION
 NM1488
 NM1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1488'8.9 MI SW FROM YANKTON.
 NM1488'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF
 NM1488'THE HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE
 NM1488'5.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 81, THENCE 1.1 MILES WEST
 NM1488'ALONG A DIRT ROAD, THENCE 1.0 MILE NORTHWEST ALONG A DIRT ROAD,
 NM1488'AT THE NORTH EDGE OF A LARGE GROVE OF TREES, 55 YARDS (PACED)
 NM1488'NORTH OF A GATE POST, 31 FEET WEST OF THE CENTER LINE OF THE
 NM1488'ROAD, 1.5 FEET SOUTH OF A REFERENCE POST, 0.8 FOOT EAST OF A FENCE
 NM1488'LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 NM1488'ABOVE THE GROUND.
 NM1488
 NM1488                          STATION RECOVERY (1981)
 NM1488
 NM1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1486 ***********************************************************************
 NM1486  DESIGNATION -  MISCHKE RM 1
 NM1486  PID         -  NM1486
 NM1486  STATE/COUNTY-  NE/KNOX
 NM1486  USGS QUAD   -  TABOR SE (1968)
 NM1486
 NM1486                         *CURRENT SURVEY CONTROL
 NM1486  ___________________________________________________________________
 NM1486* NAD 83(1986)-  42 50 36.     (N)    097 31 45.     (W)     SCALED    
 NM1486* NAVD 88     -       360.326  (meters)    1182.17   (feet)  ADJUSTED  
 NM1486  ___________________________________________________________________
 NM1486  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 NM1486  DYNAMIC HT  -         360.217 (meters)    1181.81  (feet)  COMP
 NM1486  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 NM1486
 NM1486  VERT ORDER  -  FIRST     CLASS II
 NM1486
 NM1486.The horizontal coordinates were scaled from a topographic map and have
 NM1486.an estimated accuracy of +/- 6 seconds.
 NM1486
 NM1486.The orthometric height was determined by differential leveling
 NM1486.and adjusted by the National Geodetic Survey in June 1991..
 NM1486
 NM1486.The geoid height was determined by GEOID03.
 NM1486
 NM1486.The dynamic height is computed by dividing the NAVD 88
 NM1486.geopotential number by the normal gravity value computed on the
 NM1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1486.degrees latitude (g = 980.6199 gals.).
 NM1486
 NM1486.The modeled gravity was interpolated from observed gravity values.
 NM1486
 NM1486;                    North         East    Units  Estimated Accuracy
 NM1486;SPC NE       -   337,100.      701,940.      MT  (+/- 180 meters Scaled)
 NM1486
 NM1486                          SUPERSEDED SURVEY CONTROL
 NM1486
 NM1486  NGVD 29 (??/??/92)  360.116  (m)         1181.48   (f) ADJ UNCH    1 2
 NM1486
 NM1486.Superseded values are not recommended for survey control.
 NM1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1486.See file dsdata.txt to determine how the superseded data were derived.
 NM1486
 NM1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN201444(NAD 83)
 NM1486_MARKER: DR = REFERENCE MARK DISK
 NM1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1486_STAMPING: MISCHKE NO 1 1948
 NM1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1486+STABILITY: SURFACE MOTION
 NM1486
 NM1486  HISTORY     - Date     Condition        Report By
 NM1486  HISTORY     - 1948     MONUMENTED       CGS
 NM1486  HISTORY     - 1949     GOOD             NGS
 NM1486  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1486
 NM1486                          STATION DESCRIPTION
 NM1486
 NM1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1486'9.1 MI SW FROM YANKTON.
 NM1486'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1486'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON SOUTH DAKOTA,
 NM1486'THENCE 5.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 81, THENCE 1.1
 NM1486'MILES WEST ALONG A DIRT ROAD, THENCE 1.2 MILES NORTH ALONG A
 NM1486'DIRT ROAD, 64 FEET WEST OF TRIANGULATION STATION MISCHKE 1948,
 NM1486'32 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT EAST OF
 NM1486'A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 NM1486'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NM1486
 NM1486                          STATION RECOVERY (1981)
 NM1486
 NM1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1485 ***********************************************************************
 NM1485  DESIGNATION -  MISCHKE RM 2
 NM1485  PID         -  NM1485
 NM1485  STATE/COUNTY-  NE/KNOX
 NM1485  USGS QUAD   -  TABOR SE (1968)
 NM1485
 NM1485                         *CURRENT SURVEY CONTROL
 NM1485  ___________________________________________________________________
 NM1485* NAD 83(1986)-  42 50 36.     (N)    097 31 45.     (W)     SCALED    
 NM1485* NAVD 88     -       360.394  (meters)    1182.39   (feet)  ADJUSTED  
 NM1485  ___________________________________________________________________
 NM1485  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 NM1485  DYNAMIC HT  -         360.284 (meters)    1182.03  (feet)  COMP
 NM1485  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 NM1485
 NM1485  VERT ORDER  -  FIRST     CLASS II
 NM1485
 NM1485.The horizontal coordinates were scaled from a topographic map and have
 NM1485.an estimated accuracy of +/- 6 seconds.
 NM1485
 NM1485.The orthometric height was determined by differential leveling
 NM1485.and adjusted by the National Geodetic Survey in June 1991..
 NM1485
 NM1485.The geoid height was determined by GEOID03.
 NM1485
 NM1485.The dynamic height is computed by dividing the NAVD 88
 NM1485.geopotential number by the normal gravity value computed on the
 NM1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1485.degrees latitude (g = 980.6199 gals.).
 NM1485
 NM1485.The modeled gravity was interpolated from observed gravity values.
 NM1485
 NM1485;                    North         East    Units  Estimated Accuracy
 NM1485;SPC NE       -   337,100.      701,940.      MT  (+/- 180 meters Scaled)
 NM1485
 NM1485                          SUPERSEDED SURVEY CONTROL
 NM1485
 NM1485  NGVD 29 (??/??/92)  360.184  (m)         1181.70   (f) ADJ UNCH    1 2
 NM1485
 NM1485.Superseded values are not recommended for survey control.
 NM1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1485.See file dsdata.txt to determine how the superseded data were derived.
 NM1485
 NM1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN201444(NAD 83)
 NM1485_MARKER: DR = REFERENCE MARK DISK
 NM1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1485_STAMPING: MISCHKE NO 2 1948
 NM1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1485+STABILITY: SURFACE MOTION
 NM1485
 NM1485  HISTORY     - Date     Condition        Report By
 NM1485  HISTORY     - 1948     MONUMENTED       CGS
 NM1485  HISTORY     - 1949     GOOD             NGS
 NM1485  HISTORY     - 1981     MARK NOT FOUND   NGS
 NM1485
 NM1485                          STATION DESCRIPTION
 NM1485
 NM1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1485'9.1 MI SW FROM YANKTON.
 NM1485'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1485'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE
 NM1485'5.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 81, THENCE 1.1 MILES
 NM1485'WEST ALONG A DIRT ROAD, THENCE 1.2 MILES NORTH ALONG A DIRT
 NM1485'ROAD, 64 FEET NORTH OF TRIANGULATION STATION MISCHKE 1948,
 NM1485'27 FEET EAST OF THE CENTER LINE OF THE ROAD, 7.5 FEET WEST OF A
 NM1485'FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1485'0.3 FOOT ABOVE THE GROUND.
 NM1485
 NM1485                          STATION RECOVERY (1981)
 NM1485
 NM1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0516 ***********************************************************************
 MN0516  DESIGNATION -  MISEK RESET
 MN0516  PID         -  MN0516
 MN0516  STATE/COUNTY-  NE/MORRILL
 MN0516  USGS QUAD   -  ANGORA SE (1965)
 MN0516
 MN0516                         *CURRENT SURVEY CONTROL
 MN0516  ___________________________________________________________________
 MN0516* NAD 83(1995)-  41 47 47.75101(N)    103 00 43.82876(W)     ADJUSTED  
 MN0516* NAVD 88     -      1354.     (meters)    4442.     (feet)  SCALED    
 MN0516  ___________________________________________________________________
 MN0516  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 MN0516  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 MN0516
 MN0516  HORZ ORDER  -  FIRST
 MN0516
 MN0516.The horizontal coordinates were established by classical geodetic methods
 MN0516.and adjusted by the National Geodetic Survey in August 1997..
 MN0516
 MN0516.The orthometric height was scaled from a topographic map.
 MN0516
 MN0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0516
 MN0516.The geoid height was determined by GEOID03.
 MN0516
 MN0516;                    North         East     Units Scale Factor Converg.
 MN0516;SPC NE       -   222,332.220   249,778.746   MT  0.99967143   -1 59 46.2
 MN0516;UTM  13      - 4,629,102.932   665,153.958   MT  0.99993565   +1 19 30.6
 MN0516
 MN0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0516!SPC NE       -   0.99979074  x   0.99967143  =   0.99946224
 MN0516!UTM  13      -   0.99979074  x   0.99993565  =   0.99972641
 MN0516
 MN0516|---------------------------------------------------------------------|
 MN0516| PID    Reference Object                     Distance      Geod. Az  |
 MN0516|                                                           dddmmss.s |
 MN0516| CP7774 MISEK RM 1                           44.943 METERS 16501     |
 MN0516| MN0520 COURTHOUSE ROCK SUMMIT              APPROX.23.8 KM 2011916.0 |
 MN0516| MN0517 BRIDGEPORT WATER TANK               APPROX.16.3 KM 2070446.2 |
 MN0516| MN0518 NORTHPORT WATER TANK                APPROX.14.4 KM 2104853.6 |
 MN0516| CP7775 MISEK RM 2                           21.640 METERS 25302     |
 MN0516| CP7776 MISEK RM 3 AZIMUTH                                 3173453.7 |
 MN0516| CP7773 MISEK AZ MK                                        3211021.0 |
 MN0516|---------------------------------------------------------------------|
 MN0516
 MN0516                          SUPERSEDED SURVEY CONTROL
 MN0516
 MN0516  NAD 83(1995)-  41 47 47.75089(N)    103 00 43.82889(W) AD(       ) 1
 MN0516  NAD 83(1986)-  41 47 47.74606(N)    103 00 43.83037(W) AD(       ) 1
 MN0516  NAD 27      -  41 47 47.85300(N)    103 00 42.08200(W) AD(       ) 1
 MN0516
 MN0516.Superseded values are not recommended for survey control.
 MN0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0516.See file dsdata.txt to determine how the superseded data were derived.
 MN0516
 MN0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6515429103(NAD 83)
 MN0516_MARKER: DS = TRIANGULATION STATION DISK
 MN0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0516
 MN0516  HISTORY     - Date     Condition        Report By
 MN0516  HISTORY     - 1963     MONUMENTED       CGS
 MN0516
 MN0516                          STATION DESCRIPTION
 MN0516
 MN0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0516'THE UNDERGROUND STATION MARK AND THREE REFERENCE MARKS SET
 MN0516'IN 1933 WERE RECOVERED IN GOOD CONDITION.  THE SURFACE STATION
 MN0516'MARK WAS COMPLETELY EXPOSED BY WIND EROSION AND HAD TOPPLED
 MN0516'OVER.  THE UNDERGROUND MARK WAS LOWERED AND A NEW SURFACE
 MN0516'MARK SET.  THE 1946 AZIMUTH MARK WAS EXPOSED AND WAS DESTROYED.
 MN0516'THE HORIZONTAL MEASUREMENTS TO REFERENCE MARKS ONE AND TWO MORE
 MN0516'NEARLY CHECKED THE 1933 MEASUREMENTS.  THE STATION WAS REACHED
 MN0516'FROM BRIDGEPORT AND THE ROUTE FROM ANGORA WAS NOT CHECKED.
 MN0516'A NEW DESCRIPTION FOLLOWS--
 MN0516'
 MN0516'THE STATION IS LOCATED 9-1/2 MILES NORTH-NORTHEAST OF BRIDGEPORT,
 MN0516'AND 7 MILES SOUTHEAST OF ANGORA.  IT IS ON A SANDY HILL IN
 MN0516'PASTURE LAND LEASED FROM THE STATE AT PRESENT BY EDWARD KLOCH.
 MN0516'
 MN0516'TO REACH THE STATION FROM THE FRONT OF THE MORRILL COUNTY
 MN0516'COURTHOUSE IN BRIDGEPORT, GO NORTH ON U.S. HIGHWAY 26 FOR
 MN0516'1.0 MILE TO A FORK IN NORTHPORT WHERE U.S. HIGHWAY 26 TURNS
 MN0516'EAST JUST AFTER CROSSING RAILROAD TRACKS.  TURN RIGHT AND
 MN0516'GO EAST ON U.S. HIGHWAY 26 FOR 0.4 MILE TO A PAVED SIDE ROAD
 MN0516'ON THE LEFT.  TURN LEFT AND GO NORTH 0.2 MILE TO A CROSSROAD.
 MN0516'TURN RIGHT AND GO EAST 0.5 MILE TO A FORK.  TAKE THE LEFT
 MN0516'FORK (PAVED ROAD) NORTH AND EAST FOR 4.4 MILES TO A SIDE ROAD
 MN0516'ON THE LEFT.  TURN LEFT AND GO NORTH 5.3 MILES TO A FORK
 MN0516'AND CROSSROAD.  TAKE RIGHT FORK AND GO EAST, THEN SOUTH,
 MN0516'THEN EAST FOR 3.3 MILES TO A GATE ON RIGHT AT EAST END OF
 MN0516'SHELTER TREES.  TURN RIGHT, THROUGH GATE, AND GO SOUTH 0.4
 MN0516'MILE TO A BOARD GATE SOUTH OF ABANDONED, CEMENT BLOCK,
 MN0516'HOUSE.  GO THROUGH GATE SOUTHWEST 75 YARDS TO FENCE
 MN0516'CORNER AND AZIMUTH MARK (R.M. 3) ON RIGHT.  CONTINUE
 MN0516'SOUTHEAST, ACROSS COUNTRY, IN PASTURE 0.6 MILE TO HIGH
 MN0516'POINT ON RIDGE AND STATION.
 MN0516'
 MN0516'THE STATION MARK IS A STANDARD DISK STAMPED MISEK 1933 1963
 MN0516'SET IN TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 1 INCH
 MN0516'ABOVE CEMENT MOUND AROUND MARK.  IT IS 3 FEET EAST OF A METAL
 MN0516'WITNESS POST WITH SIGN.
 MN0516'
 MN0516'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MISEK
 MN0516'NO 1 1933 SET IN TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 MN0516'PROJECTING 3 INCHES ABOVE GROUND.  IT IS ABOUT 2 FEET LOWER
 MN0516'THAN THE STATION MARK.
 MN0516'
 MN0516'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MISEK
 MN0516'NO 2 1933 SET IN TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 MN0516'PROJECTING 3 INCHES ABOVE GROUND.  IT IS ABOUT 4 FEET LOWER
 MN0516'THAN THE STATION MARK.
 MN0516'
 MN0516'REFERENCE MARK NUMBER THREE (AZIMUTH MARK) IS A STANDARD
 MN0516'DISK STAMPED MISEK NO 3 1933 SET IN TOP OF A 12-INCH, SQUARE,
 MN0516'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS 9.5
 MN0516'FEET EAST OF A FENCE CORNER, 9.5 FEET EAST OF A METAL WITNESS
 MN0516'POST, AND 1.3 FEET SOUTH OF A 1-1/2-INCH, GALVANIZED, IRON
 MN0516'PIPE PROJECTING 4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1926 ***********************************************************************
 NM1926  CBN         -  This is a Cooperative Base Network Control Station.
 NM1926  PACS        -  This is a Primary Airport Control Station.
 NM1926  DESIGNATION -  MITCHELL
 NM1926  PID         -  NM1926
 NM1926  STATE/COUNTY-  NE/WAYNE
 NM1926  USGS QUAD   -  ALTONA NW (1966)
 NM1926
 NM1926                         *CURRENT SURVEY CONTROL
 NM1926  ___________________________________________________________________
 NM1926* NAD 83(1995)-  42 14 15.11757(N)    096 59 14.99191(W)     ADJUSTED  
 NM1926* NAVD 88     -       435.70   (meters)    1429.5    (feet)  GPS OBS   
 NM1926  ___________________________________________________________________
 NM1926  X           -    -575,369.887 (meters)                     COMP
 NM1926  Y           -  -4,694,479.978 (meters)                     COMP
 NM1926  Z           -   4,265,450.499 (meters)                     COMP
 NM1926  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 NM1926  ELLIP HEIGHT-         410.77  (meters)          (07/10/01) GPS OBS
 NM1926  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 NM1926
 NM1926  HORZ ORDER  -  B
 NM1926  ELLP ORDER  -  FOURTH    CLASS I
 NM1926
 NM1926.This mark is at Wayne Municipal Airport (LCG)
 NM1926
 NM1926.The horizontal coordinates were established by GPS observations
 NM1926.and adjusted by the National Geodetic Survey in June 1996..
 NM1926
 NM1926.The orthometric height was determined by GPS observations and a
 NM1926.high-resolution geoid model.
 NM1926
 NM1926.GPS derived orthometric heights for airport stations designated as
 NM1926.PACS or SACS are published to 2 decimal places.  This maintains
 NM1926.centimeter relative accuracy between the PACS and SACS.  It does
 NM1926.not indicate centimeter accuracy relative to other marks which are
 NM1926.part of the NAVD 88 network.
 NM1926
 NM1926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1926
 NM1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1926
 NM1926.The ellipsoidal height was determined by GPS observations
 NM1926.and is referenced to NAD 83.
 NM1926
 NM1926.The geoid height was determined by GEOID03.
 NM1926
 NM1926;                    North         East     Units Scale Factor Converg.
 NM1926;SPC NE       -   271,265.059   748,542.816   MT  0.99974011   +1 59 47.0
 NM1926;UTM  14      - 4,678,110.519   666,052.715   MT  0.99993928   +1 21 11.2
 NM1926
 NM1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1926!SPC NE       -   0.99993558  x   0.99974011  =   0.99967571
 NM1926!UTM  14      -   0.99993558  x   0.99993928  =   0.99987486
 NM1926
 NM1926:                Primary Azimuth Mark                     Grid Az
 NM1926:SPC NE       -  MITCHELL AZ MK                           052 01 53.6
 NM1926:UTM  14      -  MITCHELL AZ MK                           052 40 29.4
 NM1926
 NM1926|---------------------------------------------------------------------|
 NM1926| PID    Reference Object                     Distance      Geod. Az  |
 NM1926|                                                           dddmmss.s |
 NM1926| NM1929 MITCHELL AZ MK                      APPROX. 1.0 KM 0540140.6 |
 NM1926| AB4164 LCG A                               457.698 METERS 0772011.2 |
 NM1926|---------------------------------------------------------------------|
 NM1926
 NM1926                          SUPERSEDED SURVEY CONTROL
 NM1926
 NM1926  ELLIP H (06/25/96)  410.82   (m)                       GP(       ) 1 1
 NM1926  NAD 83(1986)-  42 14 15.12426(N)    096 59 14.99541(W) AD(       ) 1
 NM1926  NGVD 29 (02/23/90)  435.5    (m)         1429.     (f) GPS OBS        
 NM1926
 NM1926.Superseded values are not recommended for survey control.
 NM1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1926.See file dsdata.txt to determine how the superseded data were derived.
 NM1926
 NM1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6605378111(NAD 83)
 NM1926_MARKER: I = METAL ROD
 NM1926_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1926_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NM1926_STAMPING: MITCHELL 1989
 NM1926_MARK LOGO: NGS   
 NM1926_PROJECTION: FLUSH
 NM1926_MAGNETIC: I = MARKER IS A STEEL ROD
 NM1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1926+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 NM1926_ROD/PIPE-DEPTH: 17.0 meters
 NM1926_SLEEVE-DEPTH  : 1.0 meters
 NM1926
 NM1926  HISTORY     - Date     Condition        Report By
 NM1926  HISTORY     - 1989     MONUMENTED       NGS
 NM1926  HISTORY     - 19890615 GOOD             NGS
 NM1926  HISTORY     - 19950605 GOOD             NGS
 NM1926  HISTORY     - 19970624 GOOD             NGS
 NM1926  HISTORY     - 20000613 GOOD             NEDR
 NM1926
 NM1926                          STATION DESCRIPTION
 NM1926
 NM1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1926'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) EAST OF WAYNE, 0.2 KM
 NM1926'(0.10 MI) NORTH OF STATE HIGHWAY 35, AT THE WAYNE MUNICIPAL AIRPORT,
 NM1926'AT THE JUNCTION OF RUNWAY 4 AND THE TAXIWAY.  OWNERSHIP--WAYNE AIRPORT
 NM1926'AUTHORITY, 108 EAST 8TH STREET, WAYNE, NEBRASKA 68787.  AIRPORT
 NM1926'MANAGER IS ORIN ZACH, TELEPHONE 402-375-4664.
 NM1926'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 35 IN
 NM1926'WAYNE, GO EAST ON STATE HIGHWAY 35 FOR 0.77 KM (0.50 MI) TO THE
 NM1926'NATIONAL GUARD ARMORY ON THE LEFT.  CONTINUE AHEAD FOR 1.80 KM
 NM1926'(1.10 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO NORTH
 NM1926'ON A PAVED LANE FOR 0.06 KM (0.05 MI) TO A LOCKED GATE.  TURN LEFT AND
 NM1926'GO WEST ON THE GRASS, THEN NORTH AROUND A HANGAR FOR 0.11 KM
 NM1926'(0.05 MI) TO A PAVED TAXIWAY.  TURN LEFT AND GO NORTHWEST ON THE
 NM1926'TAXIWAY FOR 0.07 KM (0.05 MI) TO THE END OF RUNWAY 4 AND THE STATION
 NM1926'ON THE RIGHT.
 NM1926'THE STATION IS 16.1 M (52.8 FT) EAST-NORTHEAST OF THE TAXIWAY
 NM1926'CENTERLINE, 16.0 M (52.5 FT) SOUTH-SOUTHEAST OF THE RUNWAY CENTERLINE,
 NM1926'6.8 M (22.3 FT) EAST OF THE CURVED PAVEMENT AT THE RUNWAY AND TAXIWAY
 NM1926'JUNCTION AND 2.7 M (8.9 FT) SOUTHEAST OF A TAXIWAY LIGHT.
 NM1926'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NM1926'DESCRIBED BY R.D. BALL.
 NM1926
 NM1926                          STATION RECOVERY (1989)
 NM1926
 NM1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM1926'THE STATION IS LOCATED AT THE WAYNE MUNI AIRPORT NEAR RUNWAY END 4. IT
 NM1926'IS 100.0 FT (30.5 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT NORTHEAST OF
 NM1926'THE RUNWAY END ON THE SOUTHEAST SIDE OF THE RUNWAY, 97.3 FT (29.7 M)
 NM1926'EASTERLY OF THE CENTERLINE END RUNWAY 4, 52.0 FT (15.8 M) SOUTHEAST OF
 NM1926'THE CENTERLINE OF THE RUNWAY AND 20.2 FT (6.2 M) SOUTHEAST OF THE
 NM1926'INSIDE OF THE CURVE OF THE TAXIWAY LEADING TO THE RUNWAY.  THE STATION
 NM1926'IS A STAINLESS STEEL ROD SET IN A PVC PIPE WITH A COVER.  THE RIM OF
 NM1926'THE COVER IS STAMPED MITCHELL 1989.  NOTE, 1-METER PVC SLEEVE AROUND
 NM1926'ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 NM1926
 NM1926                          STATION RECOVERY (1995)
 NM1926
 NM1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NM1926'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH OF CONCORD, 1.55
 NM1926'MI (2.49 KM) EAST OF WAYNE AND AT THE WAYNE MUNICIPAL AIRPORT, NEAR
 NM1926'THE JUNCTION OF A CONNECTOR TAXIWAY AND THE APPROACH END OF RUNWAY 4.
 NM1926'OWNERSHIP--WAYNE AIRPORT AUTHORITY, 108 EAST 8TH STREET, WAYNE NE
 NM1926'68787.  AIRPORT MANAGER IS ORIN ZACH, PHONE (402) 375-4664.  TO REACH
 NM1926'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 35 IN WAYNE, GO
 NM1926'EAST ON STATE HIGHWAY 35 FOR 0.5 MI (0.8 KM) TO THE NATIONAL GUARD
 NM1926'ARMORY ON THE LEFT, CONTINUE AHEAD AND GO EAST ON STATE HIGHWAY 35 FOR
 NM1926'1.1 MI (1.8 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE
 NM1926'AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A LOCKED GATE AHEAD AND
 NM1926'THE AIRPORT OFFICE ON THE RIGHT, TURN LEFT AND GO WEST, THEN NORTH
 NM1926'FOLLOWING GRAVEL ROAD AROUND A HANGAR TO A TAXIWAY, TURN LEFT AND GO
 NM1926'NORTHWEST ON THE CONNECTOR TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY
 NM1926'AND THE STATION ON THE RIGHT.  THE STATION IS 58.0 FT (17.7 M)
 NM1926'NORTHEAST OF THE TAXIWAY CENTER, 52.5 FT (16.0 M) SOUTHEAST OF THE
 NM1926'RUNWAY CENTER, 22.3 FT (6.8 M) EAST OF THE CURVED PAVEMENT EDGE AND
 NM1926'8.9 FT (2.7 M) SOUTHEAST OF A TAXIWAY LIGHT. NOTE--THIS STATION WAS
 NM1926'USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 NM1926
 NM1926                          STATION RECOVERY (1997)
 NM1926
 NM1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 NM1926'RECOVERED AS DESCRIBED.
 NM1926
 NM1926                          STATION RECOVERY (2000)
 NM1926
 NM1926'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 NM1926'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1929 ***********************************************************************
 NM1929  SACS        -  This is a Secondary Airport Control Station.
 NM1929  DESIGNATION -  MITCHELL AZ MK
 NM1929  PID         -  NM1929
 NM1929  STATE/COUNTY-  NE/WAYNE
 NM1929  USGS QUAD   -  ALTONA NW (1966)
 NM1929
 NM1929                         *CURRENT SURVEY CONTROL
 NM1929  ___________________________________________________________________
 NM1929* NAD 83(1995)-  42 14 33.80345(N)    096 58 40.34051(W)     ADJUSTED  
 NM1929* NAVD 88     -       434.26   (meters)    1424.7    (feet)  GPS OBS   
 NM1929  ___________________________________________________________________
 NM1929  X           -    -574,534.012 (meters)                     COMP
 NM1929  Y           -  -4,694,190.778 (meters)                     COMP
 NM1929  Z           -   4,265,876.400 (meters)                     COMP
 NM1929  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 NM1929  ELLIP HEIGHT-         409.33  (meters)          (12/12/01) GPS OBS
 NM1929  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 NM1929
 NM1929  HORZ ORDER  -  FIRST
 NM1929  ELLP ORDER  -  FOURTH    CLASS II
 NM1929
 NM1929.This mark is at Wayne Municipal Airport (LCG)
 NM1929
 NM1929.The horizontal coordinates were established by GPS observations
 NM1929.and adjusted by the National Geodetic Survey in 19979723..
 NM1929
 NM1929.The orthometric height was determined by GPS observations and a
 NM1929.high-resolution geoid model.
 NM1929
 NM1929.GPS derived orthometric heights for airport stations designated as
 NM1929.PACS or SACS are published to 2 decimal places.  This maintains
 NM1929.centimeter relative accuracy between the PACS and SACS.  It does
 NM1929.not indicate centimeter accuracy relative to other marks which are
 NM1929.part of the NAVD 88 network.
 NM1929
 NM1929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1929
 NM1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1929
 NM1929.The ellipsoidal height was determined by GPS observations
 NM1929.and is referenced to NAD 83.
 NM1929
 NM1929.The geoid height was determined by GEOID03.
 NM1929
 NM1929;                    North         East     Units Scale Factor Converg.
 NM1929;SPC NE       -   271,868.824   749,316.480   MT  0.99974128   +2 00 09.9
 NM1929;UTM  14      - 4,678,705.682   666,833.264   MT  0.99994248   +1 21 35.0
 NM1929
 NM1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1929!SPC NE       -   0.99993581  x   0.99974128  =   0.99967710
 NM1929!UTM  14      -   0.99993581  x   0.99994248  =   0.99987829
 NM1929
 NM1929:                Primary Azimuth Mark                     Grid Az
 NM1929:SPC NE       -  MITCHELL                                 232 01 54.0
 NM1929:UTM  14      -  MITCHELL                                 232 40 28.9
 NM1929
 NM1929|---------------------------------------------------------------------|
 NM1929| PID    Reference Object                     Distance      Geod. Az  |
 NM1929|                                                           dddmmss.s |
 NM1929| NM1926 MITCHELL                            APPROX. 1.0 KM 2340203.9 |
 NM1929|---------------------------------------------------------------------|
 NM1929
 NM1929                          SUPERSEDED SURVEY CONTROL
 NM1929
 NM1929  ELLIP H (97/23/97)  409.38   (m)                       GP(       ) 4 2
 NM1929  NAD 83(1995)-  42 14 33.80337(N)    096 58 40.34055(W) AD(       ) 3
 NM1929  ELLIP H (08/18/97)  409.38   (m)                       GP(       ) 4 1
 NM1929  NAD 83(1986)-  42 14 33.81023(N)    096 58 40.34352(W) AD(       ) 3
 NM1929  NGVD 29 (02/23/90)  434.1    (m)         1424.     (f) GPS OBS        
 NM1929
 NM1929.Superseded values are not recommended for survey control.
 NM1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1929.See file dsdata.txt to determine how the superseded data were derived.
 NM1929
 NM1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM6683378706(NAD 83)
 NM1929_MARKER: I = METAL ROD
 NM1929_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NM1929_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NM1929_STAMPING: MITCHELL AZ MK 1989
 NM1929_MARK LOGO: NGS   
 NM1929_PROJECTION: FLUSH
 NM1929_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM1929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1929+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1997
 NM1929_ROD/PIPE-DEPTH: 20.0 meters
 NM1929_SLEEVE-DEPTH  : 1.00 meters
 NM1929
 NM1929  HISTORY     - Date     Condition        Report By
 NM1929  HISTORY     - 1989     MONUMENTED       NGS
 NM1929  HISTORY     - 19890615 GOOD             NGS
 NM1929  HISTORY     - 19950605 SEE DESCRIPTION  NGS
 NM1929  HISTORY     - 19970624 GOOD             NGS
 NM1929
 NM1929                          STATION DESCRIPTION
 NM1929
 NM1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NM1929'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) EAST OF WAYNE, 0.2 KM
 NM1929'(0.10 MI) NORTH OF STATE HIGHWAY 35, AT THE WAYNE MUNICIPAL AIRPORT.
 NM1929'OWNERSHIP--WAYNE AIRPORT AUTHORITY, 108 EAST 8TH STREET, WAYNE,
 NM1929'NEBRASKA 68787.  AIRPORT MANAGER IS ORIN ZACH, TELEPHONE 402-375-4664.
 NM1929'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 35 IN
 NM1929'WAYNE, GO EAST ON STATE HIGHWAY 35 FOR 0.77 KM (0.50 MI) TO THE
 NM1929'NATIONAL GUARD ARMORY ON THE LEFT.  CONTINUE AHEAD FOR 1.80 KM
 NM1929'(1.10 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO NORTH
 NM1929'ON A PAVED LANE FOR 0.06 KM (0.05 MI) TO A LOCKED GATE.  TURN LEFT AND
 NM1929'GO WEST ON THE GRASS, THEN NORTH AROUND A HANGAR FOR 0.11 KM
 NM1929'(0.05 MI) TO A PAVED TAXIWAY.  TURN LEFT AND GO NORTHWEST ON THE
 NM1929'TAXIWAY FOR 0.07 KM (0.05 MI) TO THE END OF RUNWAY 4.  TURN RIGHT AND
 NM1929'GO NORTHEAST ALONGSIDE THE RUNWAY TO A TURN-AROUND AND THE STATION.
 NM1929'THE STATION IS 35.8 M (117.5 FT) NORTHWEST OF THE SOUTH CORNER OF THE
 NM1929'TURN-AROUND, 23.9 M (78.4 FT) NORTHEAST OF RUNWAY LIGHT 41, 15.6 M
 NM1929'(51.2 FT) SOUTHEAST OF THE RUNWAY CENTERLINE AND 3.2 M (10.5 FT) SOUTH
 NM1929'OF THE CURVED PAVEMENT EDGE.
 NM1929'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NM1929'DESCRIBED BY R.D. BALL.
 NM1929
 NM1929                          STATION RECOVERY (1989)
 NM1929
 NM1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NM1929'THE STATION IS LOCATED AT THE WAYNE MUNI AIRPORT NEAR RUNWAY END 22.
 NM1929'IT IS 115.9 FT (35.3 M) SOUTHWESTERLY OF RUNWAY END 22, 78.4 FT (23.9
 NM1929'M) NORTHEAST OF THE FIRST RUNWAY LIGHT SOUTHWEST OF THE RUNWAY END ON
 NM1929'THE SOUTHWEST SIDE OF THE RUNWAY, 50.5 FT (15.4 M) SOUTHEAST OF THE
 NM1929'CENTERLINE OF THE RUNWAY AND 10.0 FT (3.0 M) SOUTHWEST OF THE INSIDE
 NM1929'EDGE OF THE CURVE OF THE PAVING LEADING TO THE RUNUP AREA. THE STATION
 NM1929'IS A STAINLESS-STEEL ROD SET IN A PVC PIPE WITH A COVER. THE RIM OF
 NM1929'THE COVER IS STAMPED MITCHELL AZ MK 1989.  NOTE, 1-METER PVC SLEEVE
 NM1929'AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 NM1929
 NM1929                          STATION RECOVERY (1995)
 NM1929
 NM1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NM1929'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH OF CONCORD, 1.55
 NM1929'MI (2.49 KM) EAST OF WAYNE AND AT THE WAYNE MUNICIPAL AIRPORT NEAR THE
 NM1929'TURNAROUND AT THE APPROACH END OF RUNWAY 22.  OWNERSHIP--WAYNE AIRPORT
 NM1929'AUTHORITY, 108 EAST 8TH STREET, WAYNE NE 68787.  AIRPORT MANAGER, ORIN
 NM1929'ZACH, PHONE (402) 375-4664.  TO REACH THE STATION FROM THE JUNCTION OF
 NM1929'STATE HIGHWAYS 15 AND 35 IN WAYNE, GO EAST ON STATE HIGHWAY 35 FOR 0.5
 NM1929'MI (0.8 KM) TO THE NATIONAL GUARD ARMORY ON THE LEFT, CONTINUE AHEAD
 NM1929'AND GO EAST ON STATE HIGHWAY 35 FOR 1.1 MI (1.8 KM) TO A PAVED ROAD
 NM1929'LEFT, TURN LEFT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI
 NM1929'(0.08 KM) TO A LOCKED GATE AHEAD AND THE AIRPORT OFFICE ON THE RIGHT,
 NM1929'TURN LEFT AND GO WEST, THEN NORTH FOLLOWING GRAVEL ROAD AROUND A
 NM1929'HANGAR TO A TAXIWAY, TURN LEFT AND GO NORTHWEST ON THE CONNECTOR
 NM1929'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE RUNWAY, TURN RIGHT AND GO
 NM1929'NORTHEAST ON THE RUNWAY FOR 0.6 MI (1.0 KM) TO THE STATION ON THE
 NM1929'RIGHT, JUST BEFORE REACHING THE TURNAROUND. THE STATION IS 117.5 FT
 NM1929'(35.8 M) NORTHWEST OF THE SOUTH CORNER OF THE TURNAROUND PAVEMENT,
 NM1929'78.4 FT (23.9 M) NORTHEAST OF A RUNWAY LIGHT, 51.2 FT (15.6 M)
 NM1929'SOUTHEAST OF THE RUNWAY CENTER AND 10.5 FT (3.2 M) SOUTH OF THE CURVED
 NM1929'PAVEMENT EDGE.  THIS STATION TO BE USED AS SACS.
 NM1929
 NM1929                          STATION RECOVERY (1997)
 NM1929
 NM1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 NM1929'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0676 ***********************************************************************
 MN0676  DESIGNATION -  MITCHELL RESET
 MN0676  PID         -  MN0676
 MN0676  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0676  USGS QUAD   -  MITCHELL (1963)
 MN0676
 MN0676                         *CURRENT SURVEY CONTROL
 MN0676  ___________________________________________________________________
 MN0676* NAD 83(1986)-  41 56 20.     (N)    103 48 31.     (W)     SCALED    
 MN0676* NAVD 88     -      1204.20   (meters)    3950.8    (feet)  RESET     
 MN0676  ___________________________________________________________________
 MN0676  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 MN0676
 MN0676  VERT ORDER  -  THIRD
 MN0676
 MN0676.The horizontal coordinates were scaled from a topographic map and have
 MN0676.an estimated accuracy of +/- 6 seconds.
 MN0676
 MN0676.The orthometric height was computed from unverified reset data.
 MN0676.No vertical observational check was made to the station.
 MN0676
 MN0676.The geoid height was determined by GEOID03.
 MN0676
 MN0676;                    North         East    Units  Estimated Accuracy
 MN0676;SPC NE       -   240,730.      184,350.      MT  (+/- 180 meters Scaled)
 MN0676
 MN0676                          SUPERSEDED SURVEY CONTROL
 MN0676
 MN0676  NGVD 29 (08/02/06) 1203.53   (m)         3948.6    (f) RESET       3  
 MN0676
 MN0676.Superseded values are not recommended for survey control.
 MN0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0676.See file dsdata.txt to determine how the superseded data were derived.
 MN0676
 MN0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG987436(NAD 83)
 MN0676_MARKER: DB = BENCH MARK DISK
 MN0676_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MN0676+WITH SETTING: PAVEMENT
 MN0676_SP_SET: BALUSTRADE
 MN0676_STAMPING: MITCHELL RESET 1988
 MN0676_MARK LOGO: NGS   
 MN0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0676+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 MN0676
 MN0676  HISTORY     - Date     Condition        Report By
 MN0676  HISTORY     - 1988     MONUMENTED       LOCSUR
 MN0676  HISTORY     - 20030724 GOOD             NGS
 MN0676
 MN0676                          STATION DESCRIPTION
 MN0676
 MN0676'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988
 MN0676'IN MITCHELL,  IN THE TOP OF THE NORTH BALUSTRADE OF THE STEPS AT THE
 MN0676'WEST ENTRANCE TO THE CITY HALL BUILDING.
 MN0676
 MN0676                          STATION RECOVERY (2003)
 MN0676
 MN0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0647 ***********************************************************************
 MN0647  DESIGNATION -  MITCHELL SUGAR MILL STACK
 MN0647  PID         -  MN0647
 MN0647  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0647  USGS QUAD   -  MITCHELL (1963)
 MN0647
 MN0647                         *CURRENT SURVEY CONTROL
 MN0647  ___________________________________________________________________
 MN0647* NAD 83(1995)-  41 56 51.25520(N)    103 49 11.99953(W)     ADJUSTED  
 MN0647* NAVD 88     -                                                        
 MN0647  ___________________________________________________________________
 MN0647  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 MN0647  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 MN0647
 MN0647  HORZ ORDER  -  THIRD
 MN0647
 MN0647.The horizontal coordinates were established by classical geodetic methods
 MN0647.and adjusted by the National Geodetic Survey in August 1997..
 MN0647
 MN0647
 MN0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0647
 MN0647.The geoid height was determined by GEOID03.
 MN0647
 MN0647;                    North         East     Units Scale Factor Converg.
 MN0647;SPC NE       -   241,730.499   183,452.197   MT  0.99968826   -2 31 53.4
 MN0647;UTM  13      - 4,644,628.387   597,805.731   MT  0.99971771   +0 47 19.8
 MN0647
 MN0647                          SUPERSEDED SURVEY CONTROL
 MN0647
 MN0647  NAD 83(1995)-  41 56 51.25489(N)    103 49 11.99979(W) AD(       ) 4
 MN0647  NAD 83(1986)-  41 56 51.24670(N)    103 49 12.00582(W) AD(       ) 4
 MN0647  NAD 27      -  41 56 51.37000(N)    103 49 10.20000(W) AD(       ) 3
 MN0647
 MN0647.Superseded values are not recommended for survey control.
 MN0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0647.See file dsdata.txt to determine how the superseded data were derived.
 MN0647
 MN0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG9780644628(NAD 83)
 MN0647_MARKER: 63 = STACK
 MN0647
 MN0647  HISTORY     - Date     Condition        Report By
 MN0647  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0647
 MN0647                          STATION DESCRIPTION
 MN0647
 MN0647'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0648 ***********************************************************************
 MN0648  DESIGNATION -  MITCHELL SUGAR MILL TANK
 MN0648  PID         -  MN0648
 MN0648  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0648  USGS QUAD   -  MITCHELL (1963)
 MN0648
 MN0648                         *CURRENT SURVEY CONTROL
 MN0648  ___________________________________________________________________
 MN0648* NAD 83(1995)-  41 56 55.25966(N)    103 49 11.01894(W)     ADJUSTED  
 MN0648* NAVD 88     -                                                        
 MN0648  ___________________________________________________________________
 MN0648  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 MN0648  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 MN0648
 MN0648  HORZ ORDER  -  THIRD
 MN0648
 MN0648.The horizontal coordinates were established by classical geodetic methods
 MN0648.and adjusted by the National Geodetic Survey in August 1997..
 MN0648
 MN0648
 MN0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0648
 MN0648.The geoid height was determined by GEOID03.
 MN0648
 MN0648;                    North         East     Units Scale Factor Converg.
 MN0648;SPC NE       -   241,852.894   183,480.209   MT  0.99968841   -2 31 52.8
 MN0648;UTM  13      - 4,644,752.202   597,826.608   MT  0.99971776   +0 47 20.5
 MN0648
 MN0648                          SUPERSEDED SURVEY CONTROL
 MN0648
 MN0648  NAD 83(1995)-  41 56 55.25936(N)    103 49 11.01920(W) AD(       ) 4
 MN0648  NAD 83(1986)-  41 56 55.25117(N)    103 49 11.02525(W) AD(       ) 4
 MN0648  NAD 27      -  41 56 55.37000(N)    103 49 09.22000(W) AD(       ) 3
 MN0648
 MN0648.Superseded values are not recommended for survey control.
 MN0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0648.See file dsdata.txt to determine how the superseded data were derived.
 MN0648
 MN0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG9782744752(NAD 83)
 MN0648_MARKER: 51 = TANK
 MN0648
 MN0648  HISTORY     - Date     Condition        Report By
 MN0648  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0648  HISTORY     - 20030724 GOOD             NGS
 MN0648
 MN0648                          STATION DESCRIPTION
 MN0648
 MN0648'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0273 ***********************************************************************
 ML0273  DESIGNATION -  ML 11
 ML0273  PID         -  ML0273
 ML0273  STATE/COUNTY-  NE/HOWARD
 ML0273  USGS QUAD   -  ST PAUL SW (1961)
 ML0273
 ML0273                         *CURRENT SURVEY CONTROL
 ML0273  ___________________________________________________________________
 ML0273* NAD 83(1995)-  41 06 24.36105(N)    098 27 22.83107(W)     ADJUSTED  
 ML0273* NAVD 88     -       600.953  (meters)    1971.63   (feet)  ADJUSTED  
 ML0273  ___________________________________________________________________
 ML0273  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 ML0273  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 ML0273  DYNAMIC HT  -         600.644 (meters)    1970.61  (feet)  COMP
 ML0273  MODELED GRAV-     980,089.9   (mgal)                       NAVD 88
 ML0273
 ML0273  HORZ ORDER  -  SECOND
 ML0273  VERT ORDER  -  SECOND    CLASS 0
 ML0273
 ML0273.The horizontal coordinates were established by classical geodetic methods
 ML0273.and adjusted by the National Geodetic Survey in August 1997..
 ML0273
 ML0273.The orthometric height was determined by differential leveling
 ML0273.and adjusted by the National Geodetic Survey in June 1991..
 ML0273
 ML0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML0273
 ML0273.The geoid height was determined by GEOID03.
 ML0273
 ML0273.The dynamic height is computed by dividing the NAVD 88
 ML0273.geopotential number by the normal gravity value computed on the
 ML0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0273.degrees latitude (g = 980.6199 gals.).
 ML0273
 ML0273.The modeled gravity was interpolated from observed gravity values.
 ML0273
 ML0273;                    North         East     Units Scale Factor Converg.
 ML0273;SPC NE       -   142,541.388   629,618.123   MT  0.99968271   +1 01 22.7
 ML0273;UTM  14      - 4,550,751.708   545,648.707   MT  0.99962565   +0 21 26.8
 ML0273
 ML0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0273!SPC NE       -   0.99990963  x   0.99968271  =   0.99959237
 ML0273!UTM  14      -   0.99990963  x   0.99962565  =   0.99953531
 ML0273
 ML0273                          SUPERSEDED SURVEY CONTROL
 ML0273
 ML0273  NAD 83(1986)-  41 06 24.36849(N)    098 27 22.83387(W) AD(       ) 2
 ML0273  NAD 27      -  41 06 24.31800(N)    098 27 21.58600(W) AD(       ) 2
 ML0273  NGVD 29 (??/??/92)  600.701  (m)         1970.80   (f) ADJ UNCH    2 0
 ML0273
 ML0273.Superseded values are not recommended for survey control.
 ML0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0273.See file dsdata.txt to determine how the superseded data were derived.
 ML0273
 ML0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4564950752(NAD 83)
 ML0273_MARKER: DB = BENCH MARK DISK
 ML0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0273_STAMPING: ML-11-14
 ML0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0273+STABILITY: SURFACE MOTION
 ML0273
 ML0273  HISTORY     - Date     Condition        Report By
 ML0273  HISTORY     - 1950     MONUMENTED       BOR
 ML0273  HISTORY     - 1949     GOOD             NGS
 ML0273
 ML0273                          STATION DESCRIPTION
 ML0273
 ML0273'DESCRIBED BY US BUREAU OF RECLAMATION 1950 (JCT)
 ML0273'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF ST. PAUL ON A HIGH
 ML0273'SAND HILL.  IT IS A STANDARD U.S. BUREAU RECLAMATION BENCH MARK
 ML0273'DISK SET IN A 4 X 4 CONCRETE POST.  IT IS 17 FEET NORTH OF A
 ML0273'TRACK ROAD AND 2 FEET NORTHWEST OF A 2 X 4 WHITE WITNESS POST.
 ML0273'THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 ML0273'ML-11-14.
 ML0273'
 ML0273'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 ML0273'STATE ROUTE 92 ABOUT 2 MILES SOUTH OF ST. PAUL, GO SOUTH ON U.S.
 ML0273'HIGHWAY 281 FOR 6.94 MILES TO STATE ROUTE 58.  TURN RIGHT (WEST)
 ML0273'ON STATE ROUTE 58 AND GO 4.6 MILES TO A GATE ON THE RIGHT SIDE
 ML0273'OF ROAD.  PASS THROUGH GATE AND FOLLOW TRACK ROAD NORTHEASTERLY
 ML0273'UP HILL FOR 0.1 MILE TO STATION AS DESCRIBED.
 ML0273'
 ML0273'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 ML0273'POMPEY 2 1950 TO BM. ML-11-14 (USBR) AND THE DISTANCE IS
 ML0273'21.194 METERS OR 69.53 FEET.
 ML0273
 ML0273                          STATION RECOVERY (1949)
 ML0273
 ML0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 ML0273'5.1 MI SE FROM DANNEBROG.
 ML0273'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0273'STATION AT DANNEBROG, THENCE 4.8 MILES SOUTHEAST ALONG STATE
 ML0273'HIGHWAY NO. 58, ON THE TOP OF A SAND HILL, 531 FEET NORTH OF THE
 ML0273'CENTER LINE OF THE HIGHWAY AT A POINT 0.2 MILE EAST OF THE
 ML0273'SOUTHWEST CORNER OF SECTION 10, T. 13 N., R. 10 W., 82.4 FEET
 ML0273'WEST OF A NORTH-SOUTH FENCE, 493 FEET NORTH OF THE NORTH
 ML0273'RIGHT-OF-WAY FENCE, 12 FEET NORTHWEST OF THE CENTER LINE OF A
 ML0273'FIELD ROAD LEADING SOUTHWEST TO A GATE, 2 FEET NORTHWEST OF A
 ML0273'2 IN X 4 IN POST PAINTED ML-11-14, SET IN THE TOP OF A CONCRETE
 ML0273'POST AND ABOUT LEVEL WITH THE GROUND.  NOTE-- THIS MARK IS
 ML0273'LOCATED 0.8 MILE WEST OF BENCH MARK K 283.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0162 ***********************************************************************
 ML0162  DESIGNATION -  ML 11
 ML0162  PID         -  ML0162
 ML0162  STATE/COUNTY-  NE/HOWARD
 ML0162  USGS QUAD   -  WOLBACH SW (1974)
 ML0162
 ML0162                         *CURRENT SURVEY CONTROL
 ML0162  ___________________________________________________________________
 ML0162* NAD 83(1995)-  41 17 07.44684(N)    098 26 59.34546(W)     ADJUSTED  
 ML0162* NAVD 88     -       592.345  (meters)    1943.39   (feet)  ADJUSTED  
 ML0162  ___________________________________________________________________
 ML0162  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 ML0162  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 ML0162  DYNAMIC HT  -         592.050 (meters)    1942.42  (feet)  COMP
 ML0162  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 ML0162
 ML0162  HORZ ORDER  -  SECOND
 ML0162  VERT ORDER  -  SECOND    CLASS 0
 ML0162
 ML0162.The horizontal coordinates were established by classical geodetic methods
 ML0162.and adjusted by the National Geodetic Survey in August 1997..
 ML0162
 ML0162.The orthometric height was determined by differential leveling
 ML0162.and adjusted by the National Geodetic Survey in June 1991..
 ML0162
 ML0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML0162
 ML0162.The geoid height was determined by GEOID03.
 ML0162
 ML0162.The dynamic height is computed by dividing the NAVD 88
 ML0162.geopotential number by the normal gravity value computed on the
 ML0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0162.degrees latitude (g = 980.6199 gals.).
 ML0162
 ML0162.The modeled gravity was interpolated from observed gravity values.
 ML0162
 ML0162;                    North         East     Units Scale Factor Converg.
 ML0162;SPC NE       -   162,380.310   629,810.284   MT  0.99966596   +1 01 38.3
 ML0162;UTM  14      - 4,570,586.119   546,071.058   MT  0.99962612   +0 21 46.9
 ML0162
 ML0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0162!SPC NE       -   0.99991096  x   0.99966596  =   0.99957695
 ML0162!UTM  14      -   0.99991096  x   0.99962612  =   0.99953711
 ML0162
 ML0162                          SUPERSEDED SURVEY CONTROL
 ML0162
 ML0162  NAD 83(1986)-  41 17 07.45315(N)    098 26 59.34864(W) AD(       ) 2
 ML0162  NAD 27      -  41 17 07.40700(N)    098 26 58.09800(W) AD(       ) 2
 ML0162  NGVD 29 (??/??/92)  592.103  (m)         1942.59   (f) ADJ UNCH    2 0
 ML0162
 ML0162.Superseded values are not recommended for survey control.
 ML0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0162.See file dsdata.txt to determine how the superseded data were derived.
 ML0162
 ML0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4607170586(NAD 83)
 ML0162_MARKER: DD = SURVEY DISK
 ML0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0162_STAMPING: ML 11-21
 ML0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0162+STABILITY: SURFACE MOTION
 ML0162
 ML0162  HISTORY     - Date     Condition        Report By
 ML0162  HISTORY     - 1950     MONUMENTED       BOR
 ML0162  HISTORY     - 1950     GOOD             NGS
 ML0162  HISTORY     - 1956     SEE DESCRIPTION  CGS
 ML0162
 ML0162                          STATION DESCRIPTION
 ML0162
 ML0162'DESCRIBED BY US BUREAU OF RECLAMATION 1950 (JCT)
 ML0162'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF ST. PAUL, ALONG
 ML0162'THE WEST SIDE OF U.S. HIGHWAY 281 AND AT THE SOUTH END OF A
 ML0162'CURVE IN THE HIGHWAY.  IT IS 68 FEET NORTH OF A POWERLINE POLE,
 ML0162'30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF THE
 ML0162'RIGHT-OF-WAY FENCE AND 2 FEET NORTH OF A WHITE WITNESS POST.
 ML0162'THE MARK IS A U.S. BUREAU OF RECLAMATION BENCH MARK SET IN AN
 ML0162'8 X 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES AND
 ML0162'THE DISK IS STAMPED ML-11-21.
 ML0162'
 ML0162'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 ML0162'POLE TO ML-11-21.  IT IS 30.094 METERS OR 98.73 FEET NORTHWEST
 ML0162'OF THE STATION.
 ML0162'
 ML0162'TO REACH FROM THE JUNCTION OF HIGHWAYS 92 AND 281 AT THE NORTHEAST
 ML0162'EDGE OF ST. PAUL, TAKE THE RIGHT FORK (HIGHWAY 281) AND GO
 ML0162'NORTH 3.1 MILES TO A STEEL BRIDGE OVER THE LOUP RIVER, CONTINUE
 ML0162'NORTH 0.55 MILE TO A SIDE ROAD RIGHT, CONTINUE NORTH ON HIGHWAY
 ML0162'281 1.0 MILE TO THE TOP OF RIDGE AND THE STATION ON THE LEFT OR
 ML0162'WEST SIDE OF THE ROAD.
 ML0162
 ML0162                          STATION RECOVERY (1950)
 ML0162
 ML0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 ML0162'5.6 MI N FROM ST PAUL.
 ML0162'0.3 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 ML0162'ST. PAUL, THENCE 5.3 MILES NORTH ALONG U.S. HIGHWAY 281, ALONG
 ML0162'A RIDGE, 1.7 MILES NORTH OF THE BRIDGE OVER THE NORTH LOUP RIVER,
 ML0162'67 FEET NORTH OF A POWER POLE, 31 FEET WEST OF THE CENTER LINE OF
 ML0162'THE HIGHWAY, 1.2 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A
 ML0162'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0162'0.2 FOOT ABOVE THE GROUND.
 ML0162
 ML0162                          STATION RECOVERY (1956)
 ML0162
 ML0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 ML0162'STATION WAS RECOVERED AS DESCRIBED AND THE MARK WAS FOUND IN
 ML0162'GOOD CONDITION.  THIS MARK WAS MOVED BECAUSE OF HIGHWAY
 ML0162'CONSTRUCTION.  IT IS LOCATED ABOUT 5 MILES NORTH OF ST. PAUL ALONG
 ML0162'THE WEST SIDE OF THE RIGHT-OF-WAY OF U.S. HIGHWAY 281.  IT
 ML0162'IS 139.6 FEET NORTH OF REFERENCE MARK NO. 2 FOR STATION POLE 2
 ML0162'1956, 61 FEET WEST OF THE CENTER OF U.S. HIGHWAY 281 IN THE
 ML0162'RIGHT-OF-WAY FENCELINE, AND FLUSH WITH THE SURFACE OF THE
 ML0162'GROUND.  THE MARK IS A BUREAU OF RECLAMATION BENCH MARK SET
 ML0162'IN AN 8 X 8 INCH SQUARE CONCRETE POST AND THE DISK IS
 ML0162'STAMPED ML-11-21.
 ML0162'
 ML0162'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION POLE
 ML0162'2 1956 TO ML-11-21.  IT IS 44.553 METERS OR 146.17 FEET
 ML0162'WEST-NORTHWEST FROM STATION POLE 2 1956.
 ML0162'
 ML0162'TO REACH THE STATION FROM THE POST OFFICE IN ST. PAUL, GO EAST
 ML0162'ON MAIN ST. FOR 0.3 MILE TO U.S. HIGHWAY 281.  TURN LEFT AND
 ML0162'GO NORTH ON U.S. HIGHWAY 281 FOR 5.0 MILES TO THE STATION ON
 ML0162'THE LEFT OR WEST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0423 ***********************************************************************
 ML0423  DESIGNATION -  ML 11
 ML0423  PID         -  ML0423
 ML0423  STATE/COUNTY-  NE/HOWARD
 ML0423  USGS QUAD   -  NYSTED (1974)
 ML0423
 ML0423                         *CURRENT SURVEY CONTROL
 ML0423  ___________________________________________________________________
 ML0423* NAD 83(1986)-  41 08 15.     (N)    098 31 23.     (W)     SCALED    
 ML0423* NAVD 88     -       575.942  (meters)    1889.57   (feet)  ADJUSTED  
 ML0423  ___________________________________________________________________
 ML0423  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 ML0423  DYNAMIC HT  -         575.648 (meters)    1888.61  (feet)  COMP
 ML0423  MODELED GRAV-     980,095.0   (mgal)                       NAVD 88
 ML0423
 ML0423  VERT ORDER  -  SECOND    CLASS 0
 ML0423
 ML0423.The horizontal coordinates were scaled from a topographic map and have
 ML0423.an estimated accuracy of +/- 6 seconds.
 ML0423
 ML0423.The orthometric height was determined by differential leveling
 ML0423.and adjusted by the National Geodetic Survey in June 1991..
 ML0423
 ML0423.The geoid height was determined by GEOID03.
 ML0423
 ML0423.The dynamic height is computed by dividing the NAVD 88
 ML0423.geopotential number by the normal gravity value computed on the
 ML0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0423.degrees latitude (g = 980.6199 gals.).
 ML0423
 ML0423.The modeled gravity was interpolated from observed gravity values.
 ML0423
 ML0423;                    North         East    Units  Estimated Accuracy
 ML0423;SPC NE       -   145,860.      623,960.      MT  (+/- 180 meters Scaled)
 ML0423
 ML0423                          SUPERSEDED SURVEY CONTROL
 ML0423
 ML0423  NGVD 29 (??/??/92)  575.698  (m)         1888.77   (f) ADJ UNCH    2 0
 ML0423
 ML0423.Superseded values are not recommended for survey control.
 ML0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0423.See file dsdata.txt to determine how the superseded data were derived.
 ML0423
 ML0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL400541(NAD 83)
 ML0423_MARKER: DB = BENCH MARK DISK
 ML0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0423_STAMPING: ML-11-15
 ML0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0423+STABILITY: SURFACE MOTION
 ML0423
 ML0423  HISTORY     - Date     Condition        Report By
 ML0423  HISTORY     - UNK      MONUMENTED       BOR
 ML0423  HISTORY     - 1949     GOOD             NGS
 ML0423
 ML0423                          STATION DESCRIPTION
 ML0423
 ML0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0423'1.9 MI NE FROM DANNEBROG.
 ML0423'1.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0423'STATION AT DANNEBROG, ON THE TOP OF A SAND HILL, 403 FEET
 ML0423'NORTHWEST OF THE CENTER LINE OF A COUNTY ROAD, 329 FEET
 ML0423'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 117.8 FEET
 ML0423'SOUTHEAST OF A CORNER FENCE POST, 112 FEET SOUTH OF A POINT
 ML0423'IN LINE WITH AN EAST-WEST FENCE, 39 FEET EAST OF A POINT IN
 ML0423'LINE WITH A NORTH-SOUTH FENCE, 2.5 FEET SOUTHEAST OF A 2 IN
 ML0423'X 4 IN POST PAINTED ML-11-15, SET IN THE TOP OF A CONCRETE POST
 ML0423'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1101 ***********************************************************************
 ML1101  DESIGNATION -  ML 11 10
 ML1101  PID         -  ML1101
 ML1101  STATE/COUNTY-  NE/HALL
 ML1101  USGS QUAD   -  DANNEBROG (1974)
 ML1101
 ML1101                         *CURRENT SURVEY CONTROL
 ML1101  ___________________________________________________________________
 ML1101* NAD 83(1995)-  41 02 14.35929(N)    098 34 52.19745(W)     ADJUSTED  
 ML1101* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 ML1101  ___________________________________________________________________
 ML1101  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 ML1101  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 ML1101
 ML1101  HORZ ORDER  -  THIRD
 ML1101
 ML1101.The horizontal coordinates were established by classical geodetic methods
 ML1101.and adjusted by the National Geodetic Survey in August 1997..
 ML1101
 ML1101.The orthometric height was scaled from a topographic map.
 ML1101
 ML1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1101
 ML1101.The geoid height was determined by GEOID03.
 ML1101
 ML1101;                    North         East     Units Scale Factor Converg.
 ML1101;SPC NE       -   134,653.041   619,264.381   MT  0.99969182   +0 56 24.9
 ML1101;UTM  14      - 4,542,984.656   535,204.751   MT  0.99961525   +0 16 30.0
 ML1101
 ML1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1101!SPC NE       -   0.99990767  x   0.99969182  =   0.99959952
 ML1101!UTM  14      -   0.99990767  x   0.99961525  =   0.99952295
 ML1101
 ML1101:                Primary Azimuth Mark                     Grid Az
 ML1101:SPC NE       -  DANNEBROG MUNICIPAL TANK                 017 25 16.7
 ML1101:UTM  14      -  DANNEBROG MUNICIPAL TANK                 018 05 11.6
 ML1101
 ML1101|---------------------------------------------------------------------|
 ML1101| PID    Reference Object                     Distance      Geod. Az  |
 ML1101|                                                           dddmmss.s |
 ML1101| ML1102 DANNEBROG MUNICIPAL TANK            APPROX. 9.4 KM 0182141.6 |
 ML1101| ML1087 ST PAUL REA RADIO MAST              APPROX.21.9 KM 0211829.3 |
 ML1101| ML1084 ST PAUL MUNICIPAL STANDPIPE         APPROX.22.3 KM 0274003.7 |
 ML1101| ML1081 CLEVELAND TWP KAC 37 ATT CO TR      APPROX.13.0 KM 0535858.9 |
 ML1101| CO1844 ML 11 10 RM 1                        21.099 METERS 11123     |
 ML1101| ML1100 CAIRO MUNICIPAL TANK                APPROX. 4.5 KM 2081720.1 |
 ML1101| CO1845 ML 11 10 RM 2                        14.728 METERS 21456     |
 ML1101| CO1843 ML 11 10 AZ MK                                     2304627.7 |
 ML1101| ML1107 FARWELL MUNICIPAL TANK              APPROX.19.9 KM 3491243.2 |
 ML1101|---------------------------------------------------------------------|
 ML1101
 ML1101                          SUPERSEDED SURVEY CONTROL
 ML1101
 ML1101  NAD 83(1986)-  41 02 14.36591(N)    098 34 52.20087(W) AD(       ) 3
 ML1101  NAD 27      -  41 02 14.31500(N)    098 34 50.94500(W) AD(       ) 3
 ML1101
 ML1101.Superseded values are not recommended for survey control.
 ML1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1101.See file dsdata.txt to determine how the superseded data were derived.
 ML1101
 ML1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3520542985(NAD 83)
 ML1101_MARKER: DB = BENCH MARK DISK
 ML1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1101
 ML1101  HISTORY     - Date     Condition        Report By
 ML1101  HISTORY     - 1951     MONUMENTED       BOR
 ML1101
 ML1101                          STATION DESCRIPTION
 ML1101
 ML1101'DESCRIBED BY US BUREAU OF RECLAMATION 1951 (RLE)
 ML1101'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF DANNEBROG AND
 ML1101'3 MILES NORTH-NORTHEAST OF CAIRO.  IT IS ON THE HIGHEST POINT
 ML1101'OF A GRASS COVERED SAND HILL AND 3 FEET NORTHEAST OF A 2X4
 ML1101'WITNESS POST.  IT IS ON LAND OWNED BY MR. JACOB BRANDT.
 ML1101'
 ML1101'A BUREAU OF RECLAMATION BENCH MARK WAS USED FOR THE STATION.
 ML1101'IT IS A STANDARD BUREAU OF RECLAMATION BENCH MARK DISK SET
 ML1101'IN THE TOP OF AN 8 INCH SQUARE POST.  IT IS STAMPED ML 11 10
 ML1101'AND PROJECTS 4 INCHES.
 ML1101'
 ML1101'REFERENCE MARK NO. 1 IS ABOUT 1.5 FEET LOWER THAN THE STATION.
 ML1101'IT IS STAMPED ML 11 10 NO 1 1951 AND PROJECTS 5 INCHES.
 ML1101'
 ML1101'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.
 ML1101'IT IS STAMPED ML 11 10 NO 2 1951 AND PROJECTS 7 INCHES.
 ML1101'
 ML1101'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 ML1101'NO. 2 IS 93.2 FEET.
 ML1101'
 ML1101'THE AZIMUTH MARK IS SET IN AN EAST-WEST FENCE LINE, 36 FEET
 ML1101'EAST OF THE EAST END OF A WIRE GATE, 30 FEET NORTH OF THE
 ML1101'CENTER OF AN EAST-WEST TRACK ROAD AND 1.5 FEET EAST OF A WITNESS
 ML1101'POST.  IT IS STAMPED ML 11 10 1951 AND PROJECTS 7 INCHES.
 ML1101'
 ML1101'TO REACH THE STATION FROM THE POST OFFICE IN CAIRO, GO NORTH
 ML1101'FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAYS 2 AND 60,
 ML1101'CONTINUE NORTH ON STATE HIGHWAY 60 FOR 2.1 MILES TO A CROSSROAD.
 ML1101'TURN RIGHT AND GO EAST ON UNIMPROVED TRACK ROAD FOR 1.0 MILE
 ML1101'TO A CROSSROAD AND A WIRE GATE IN THE NORTHEAST ANGLE AND
 ML1101'THE AZIMUTH MARK AS DESCRIBED.  PASS THROUGH THE GATE AND
 ML1101'GO NORTHEAST ACROSS THE PASTURE FOR 0.6 MILE TO THE HIGHEST
 ML1101'POINT OF THE HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1085 ***********************************************************************
 ML1085  DESIGNATION -  ML 11 18
 ML1085  PID         -  ML1085
 ML1085  STATE/COUNTY-  NE/HOWARD
 ML1085  USGS QUAD   -  ST PAUL (1974)
 ML1085
 ML1085                         *CURRENT SURVEY CONTROL
 ML1085  ___________________________________________________________________
 ML1085* NAD 83(1995)-  41 12 54.64849(N)    098 23 58.89693(W)     ADJUSTED  
 ML1085* NAVD 88     -       589.     (meters)    1932.     (feet)  SCALED    
 ML1085  ___________________________________________________________________
 ML1085  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 ML1085  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 ML1085
 ML1085  HORZ ORDER  -  SECOND
 ML1085
 ML1085.The horizontal coordinates were established by classical geodetic methods
 ML1085.and adjusted by the National Geodetic Survey in August 1997..
 ML1085
 ML1085.The orthometric height was scaled from a topographic map.
 ML1085
 ML1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1085
 ML1085.The geoid height was determined by GEOID03.
 ML1085
 ML1085;                    North         East     Units Scale Factor Converg.
 ML1085;SPC NE       -   154,661.964   634,151.478   MT  0.99967139   +1 03 37.9
 ML1085;UTM  14      - 4,562,818.246   550,322.261   MT  0.99963117   +0 23 44.0
 ML1085
 ML1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1085!SPC NE       -   0.99991146  x   0.99967139  =   0.99958288
 ML1085!UTM  14      -   0.99991146  x   0.99963117  =   0.99954266
 ML1085
 ML1085                          SUPERSEDED SURVEY CONTROL
 ML1085
 ML1085  NAD 83(1986)-  41 12 54.65506(N)    098 23 58.90033(W) AD(       ) 2
 ML1085  NAD 27      -  41 12 54.60100(N)    098 23 57.66100(W) AD(       ) 2
 ML1085
 ML1085.Superseded values are not recommended for survey control.
 ML1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1085.See file dsdata.txt to determine how the superseded data were derived.
 ML1085
 ML1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5032262818(NAD 83)
 ML1085_MARKER: DD = SURVEY DISK
 ML1085_SETTING: 0 = UNSPECIFIED SETTING
 ML1085
 ML1085  HISTORY     - Date     Condition        Report By
 ML1085  HISTORY     - 1950     MONUMENTED       CGS
 ML1085
 ML1085                          STATION DESCRIPTION
 ML1085
 ML1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1085'STATION IS LOCATED ABOUT 3 MILES EAST OF ST. PAUL ON THE HIGHEST
 ML1085'OF A GROUP OF ROLLING SAND HILLS IN PASTURE LAND.  STATION
 ML1085'MARK PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED ML-11-18.
 ML1085'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION JARERZ
 ML1085'TO STATION AND THE DISTANCE IS 11.782 METERS (38.65 FEET)
 ML1085'NORTH NORTHWEST OF STATION.
 ML1085'
 ML1085'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 ML1085'ROUTE 92 IN THE NORTHEAST PART OF ST. PAUL GO SOUTH ON U.S.
 ML1085'HIGHWAY 281 AND STATE ROUTE 92 FOR 1.4 MILES TO SIDE ROAD LEFT AT
 ML1085'THE SOUTH END OF THE LOUP RIVER BRIDGE.  TURN LEFT AND GO EAST
 ML1085'FOR 0.15 MILE TO FORK.  TAKE LEFT FORK AND GO 1.2 MILES TO SIDE
 ML1085'ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO GATE ON
 ML1085'LEFT JUST BEFORE ROAD CURVES RIGHT.  PASS THROUGH GATE AND
 ML1085'GO NORTH ALONG WEST SIDE OF FENCE FOR 0.2 MILE TO GATE.  TURN
 ML1085'RIGHT THROUGH GATE AND GO EAST FOR ABOUT 0.1 MILE.  BEAR
 ML1085'LEFT AND GO EAST NORTHEAST ACROSS HILLY PASTURE LAND FOR
 ML1085'ABOUT 0.4 MILE TO HIGHEST HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0161 ***********************************************************************
 ML0161  DESIGNATION -  ML 11 21 RESET
 ML0161  PID         -  ML0161
 ML0161  STATE/COUNTY-  NE/HOWARD
 ML0161  USGS QUAD   -  WOLBACH SW (1974)
 ML0161
 ML0161                         *CURRENT SURVEY CONTROL
 ML0161  ___________________________________________________________________
 ML0161* NAD 83(1986)-  41 17 08.     (N)    098 26 59.     (W)     SCALED    
 ML0161* NAVD 88     -       592.08   (+/-2cm)    1942.5    (feet)  VERTCON   
 ML0161  ___________________________________________________________________
 ML0161  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 ML0161
 ML0161  VERT ORDER  -  THIRD (See Below)
 ML0161
 ML0161.The horizontal coordinates were scaled from a topographic map and have
 ML0161.an estimated accuracy of +/- 6 seconds.
 ML0161
 ML0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML0161.The vertical order pertains to the NGVD 29 superseded value.
 ML0161
 ML0161.The geoid height was determined by GEOID03.
 ML0161
 ML0161;                    North         East    Units  Estimated Accuracy
 ML0161;SPC NE       -   162,400.      629,820.      MT  (+/- 180 meters Scaled)
 ML0161
 ML0161                          SUPERSEDED SURVEY CONTROL
 ML0161
 ML0161  NGVD 29 (??/??/??)  591.84   (m)         1941.7    (f) RESET       3  
 ML0161
 ML0161.Superseded values are not recommended for survey control.
 ML0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0161.See file dsdata.txt to determine how the superseded data were derived.
 ML0161
 ML0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL460706(NAD 83)
 ML0161_MARKER: DD = SURVEY DISK
 ML0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0161_STAMPING: ML 11-21 RESET
 ML0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0161+STABILITY: SURFACE MOTION
 ML0161
 ML0161  HISTORY     - Date     Condition        Report By
 ML0161  HISTORY     - UNK      MONUMENTED       BOR
 ML0161  HISTORY     - 1956     GOOD             NGS
 ML0161  HISTORY     - 1956     GOOD             NGS
 ML0161
 ML0161                          STATION DESCRIPTION
 ML0161
 ML0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ML0161'5 MI N FROM ST PAUL.
 ML0161'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING
 ML0161'EAST ON THE MAIN STREET FOR 0.3 MILE, THENCE NORTH ALONG U.S.
 ML0161'HIGHWAY 281 FOR 5.0 MILES.  THE MARK IS 1.6 MILES NORTH ALONG
 ML0161'U.S. HIGHWAY 281 FROM THE NORTH LOUP RIVER BRIDGE, 146.17 FEET
 ML0161'WEST-NORTHWEST OF TRIANGULATION STATION POLE 2 1956, 139.6 FEET
 ML0161'NORTH OF POLE 2 REFERENCE MARK NO. 2 1956, AND 61 FEET WEST OF
 ML0161'THE CENTERLINE OF U.S. HIGHWAY 281 IN THE RIGHT-OF-WAY FENCELINE.
 ML0161'THE DISK, A STANDARD U.S. BUREAU OF RECLAMATION DISK, SET IN THE
 ML0161'TOP OF AN 8 X 8 INCH CONCRETE POST WHICH IS FLUSH WITH SURFACE
 ML0161'OF THE GROUND IS STAMPED ML 11 21.
 ML0161
 ML0161                          STATION RECOVERY (1956)
 ML0161
 ML0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 ML0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1103 ***********************************************************************
 ML1103  DESIGNATION -  ML 11 6
 ML1103  PID         -  ML1103
 ML1103  STATE/COUNTY-  NE/BUFFALO
 ML1103  USGS QUAD   -  BOELUS (1978)
 ML1103
 ML1103                         *CURRENT SURVEY CONTROL
 ML1103  ___________________________________________________________________
 ML1103* NAD 83(1995)-  41 01 22.91476(N)    098 43 27.05979(W)     ADJUSTED  
 ML1103* NAVD 88     -       636.     (meters)    2087.     (feet)  SCALED    
 ML1103  ___________________________________________________________________
 ML1103  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 ML1103  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 ML1103
 ML1103  HORZ ORDER  -  THIRD
 ML1103
 ML1103.The horizontal coordinates were established by classical geodetic methods
 ML1103.and adjusted by the National Geodetic Survey in August 1997..
 ML1103
 ML1103.The orthometric height was scaled from a topographic map.
 ML1103
 ML1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1103
 ML1103.The geoid height was determined by GEOID03.
 ML1103
 ML1103;                    North         East     Units Scale Factor Converg.
 ML1103;SPC NE       -   132,879.374   607,266.960   MT  0.99969387   +0 50 43.7
 ML1103;UTM  14      - 4,541,350.458   523,188.545   MT  0.99960662   +0 10 51.7
 ML1103
 ML1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1103!SPC NE       -   0.99990404  x   0.99969387  =   0.99959794
 ML1103!UTM  14      -   0.99990404  x   0.99960662  =   0.99951070
 ML1103
 ML1103                          SUPERSEDED SURVEY CONTROL
 ML1103
 ML1103  NAD 83(1986)-  41 01 22.92145(N)    098 43 27.06124(W) AD(       ) 3
 ML1103  NAD 27      -  41 01 22.87200(N)    098 43 25.79400(W) AD(       ) 3
 ML1103
 ML1103.Superseded values are not recommended for survey control.
 ML1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1103.See file dsdata.txt to determine how the superseded data were derived.
 ML1103
 ML1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2318941350(NAD 83)
 ML1103_MARKER: DD = SURVEY DISK
 ML1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1103
 ML1103  HISTORY     - Date     Condition        Report By
 ML1103  HISTORY     - 1950     MONUMENTED       CGS
 ML1103
 ML1103                          STATION DESCRIPTION
 ML1103
 ML1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1103'THE STATION IS LOCATED ABOUT 6 MILES WEST AND 1 MILE NORTH OF
 ML1103'CAIRO ON A SAND HILL.  IT IS A STANDARD U.S. BUREAU OF RECLAMATION
 ML1103'DISK SET IN A 4 X 4 CONCRETE POST.  IT IS APPROXIMATELY 0.3
 ML1103'MILE SOUTH OF A RAIL ROAD TRACK, 150 FEET SOUTH OF A STEEP
 ML1103'BLUFF AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 ML1103'PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED M-L-11-6.
 ML1103'
 ML1103'TO REACH THE STATION FROM THE DEPOT IN CAIRO, GO WEST ON STATE
 ML1103'ROUTE 2 FOR 7.2 MILES TO A CROSSROADS.  TURN RIGHT (NORTH) AND
 ML1103'GO 1.4 MILES TO A T-ROAD.  TURN RIGHT (EAST) FOR 0.35 MILE TO
 ML1103'A RAILROAD TRACK, CROSS TRACK AND GO NORTH FOR 0.4 MILE TO A
 ML1103'SIDE ROAD.  TURN EAST AND GO 0.25 MILE TO FORKS, TAKE RIGHT FORK
 ML1103'AND GO EASTERLY FOR 0.45 MILE TO A FARM YARD AND GATE.  PASS
 ML1103'THROUGH GATE AND FOLLOW TRACK ROAD 0.4 MILE TO A GATE JUST
 ML1103'BEFORE REACHING A RAILROAD TRACK.  PASS THROUGH GATE AND CROSS
 ML1103'TRACKS TO GATE, PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR
 ML1103'APPROXIMATELY 0.5 MILE.  LEAVE TRACK ROAD AND GO EASTERLY
 ML1103'AND NORTHERLY FOR APPROXIMATELY 0.3 MILE TO THE TOP OF THE
 ML1103'MOST PROMINENT HILL IN THE VICINITY AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0291 ***********************************************************************
 ML0291  DESIGNATION -  ML 16 1
 ML0291  PID         -  ML0291
 ML0291  STATE/COUNTY-  NE/SHERMAN
 ML0291  USGS QUAD   -  LOUP CITY (1978)
 ML0291
 ML0291                         *CURRENT SURVEY CONTROL
 ML0291  ___________________________________________________________________
 ML0291* NAD 83(1986)-  41 18 27.     (N)    098 59 21.     (W)     SCALED    
 ML0291* NAVD 88     -       644.356  (meters)    2114.02   (feet)  ADJUSTED  
 ML0291  ___________________________________________________________________
 ML0291  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 ML0291  DYNAMIC HT  -         644.025 (meters)    2112.94  (feet)  COMP
 ML0291  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 ML0291
 ML0291  VERT ORDER  -  FIRST     CLASS II
 ML0291
 ML0291.The horizontal coordinates were scaled from a topographic map and have
 ML0291.an estimated accuracy of +/- 6 seconds.
 ML0291
 ML0291.The orthometric height was determined by differential leveling
 ML0291.and adjusted by the National Geodetic Survey in June 1991..
 ML0291
 ML0291.The geoid height was determined by GEOID03.
 ML0291
 ML0291.The dynamic height is computed by dividing the NAVD 88
 ML0291.geopotential number by the normal gravity value computed on the
 ML0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0291.degrees latitude (g = 980.6199 gals.).
 ML0291
 ML0291.The modeled gravity was interpolated from observed gravity values.
 ML0291
 ML0291;                    North         East    Units  Estimated Accuracy
 ML0291;SPC NE       -   164,170.      584,620.      MT  (+/- 180 meters Scaled)
 ML0291
 ML0291                          SUPERSEDED SURVEY CONTROL
 ML0291
 ML0291  NGVD 29 (??/??/92)  644.108  (m)         2113.21   (f) ADJ UNCH    1 2
 ML0291
 ML0291.Superseded values are not recommended for survey control.
 ML0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0291.See file dsdata.txt to determine how the superseded data were derived.
 ML0291
 ML0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL009728(NAD 83)
 ML0291_MARKER: DB = BENCH MARK DISK
 ML0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0291_STAMPING: ML-16-1
 ML0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0291+STABILITY: SURFACE MOTION
 ML0291
 ML0291  HISTORY     - Date     Condition        Report By
 ML0291  HISTORY     - UNK      MONUMENTED       BOR
 ML0291  HISTORY     - 1953     GOOD             NGS
 ML0291
 ML0291                          STATION DESCRIPTION
 ML0291
 ML0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 ML0291'2.6 MI NW FROM LOUP CITY.
 ML0291'0.1 MILE WEST ALONG NEBRASKA AVENUE FROM THE COURTHOUSE AT
 ML0291'LOUP CITY, THENCE 2.55 MILES NORTHWEST ALONG STATE HIGHWAY 58,
 ML0291'76 FEET SOUTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST,
 ML0291'89 FEET SOUTHEAST OF A FENCE CORNER, 35 FEET NORTHEAST OF THE
 ML0291'CENTER LINE OF THE HIGHWAY, 20 FEET NORTHWEST OF A TELEPHONE
 ML0291'POLE, 0.6 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A
 ML0291'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0291'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0697 ***********************************************************************
 ML0697  DESIGNATION -  ML 16 2
 ML0697  PID         -  ML0697
 ML0697  STATE/COUNTY-  NE/SHERMAN
 ML0697  USGS QUAD   -  ARCADIA SE (1974)
 ML0697
 ML0697                         *CURRENT SURVEY CONTROL
 ML0697  ___________________________________________________________________
 ML0697* NAD 83(1986)-  41 20 17.     (N)    099 00 56.     (W)     SCALED    
 ML0697* NAVD 88     -       651.691  (meters)    2138.09   (feet)  ADJUSTED  
 ML0697  ___________________________________________________________________
 ML0697  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 ML0697  DYNAMIC HT  -         651.356 (meters)    2136.99  (feet)  COMP
 ML0697  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 ML0697
 ML0697  VERT ORDER  -  FIRST     CLASS II
 ML0697
 ML0697.The horizontal coordinates were scaled from a topographic map and have
 ML0697.an estimated accuracy of +/- 6 seconds.
 ML0697
 ML0697.The orthometric height was determined by differential leveling
 ML0697.and adjusted by the National Geodetic Survey in June 1991..
 ML0697
 ML0697.The geoid height was determined by GEOID03.
 ML0697
 ML0697.The dynamic height is computed by dividing the NAVD 88
 ML0697.geopotential number by the normal gravity value computed on the
 ML0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0697.degrees latitude (g = 980.6199 gals.).
 ML0697
 ML0697.The modeled gravity was interpolated from observed gravity values.
 ML0697
 ML0697;                    North         East    Units  Estimated Accuracy
 ML0697;SPC NE       -   167,530.      582,370.      MT  (+/- 180 meters Scaled)
 ML0697
 ML0697                          SUPERSEDED SURVEY CONTROL
 ML0697
 ML0697  NGVD 29 (??/??/92)  651.441  (m)         2137.27   (f) ADJ UNCH    1 2
 ML0697
 ML0697.Superseded values are not recommended for survey control.
 ML0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0697.See file dsdata.txt to determine how the superseded data were derived.
 ML0697
 ML0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML986762(NAD 83)
 ML0697_MARKER: DD = SURVEY DISK
 ML0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0697_STAMPING: ML-16-2
 ML0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0697+STABILITY: SURFACE MOTION
 ML0697
 ML0697  HISTORY     - Date     Condition        Report By
 ML0697  HISTORY     - UNK      MONUMENTED       BOR
 ML0697  HISTORY     - 1950     GOOD             NGS
 ML0697
 ML0697                          STATION DESCRIPTION
 ML0697
 ML0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0697'5.1 MI NW FROM LOUP CITY.
 ML0697'0.1 MILE WEST ALONG NEBRASKA AVENUE FROM THE COURTHOUSE AT
 ML0697'LOUP CITY, THENCE 5.0 MILES NORTHWEST ALONG STATE HIGHWAY 58,
 ML0697'AT A JUNCTION WITH A GRAVELED ROAD LEADING NORTHWEST, 25 FEET
 ML0697'WEST OF THE CENTER LINE OF THE HIGHWAY, 99 FEET NORTHEAST OF
 ML0697'THE CENTER LINE OF THE GRAVELED ROAD, 106 FEET NORTH OF A
 ML0697'FENCE CORNER, 1 FOOT EAST OF A FENCE, 2.4 FEET SOUTH OF A
 ML0697'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0697'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0695 ***********************************************************************
 ML0695  DESIGNATION -  ML 16 3
 ML0695  PID         -  ML0695
 ML0695  STATE/COUNTY-  NE/SHERMAN
 ML0695  USGS QUAD   -  ARCADIA SE (1974)
 ML0695
 ML0695                         *CURRENT SURVEY CONTROL
 ML0695  ___________________________________________________________________
 ML0695* NAD 83(1986)-  41 21 56.     (N)    099 02 19.     (W)     SCALED    
 ML0695* NAVD 88     -       652.020  (meters)    2139.17   (feet)  ADJUSTED  
 ML0695  ___________________________________________________________________
 ML0695  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 ML0695  DYNAMIC HT  -         651.688 (meters)    2138.08  (feet)  COMP
 ML0695  MODELED GRAV-     980,091.6   (mgal)                       NAVD 88
 ML0695
 ML0695  VERT ORDER  -  FIRST     CLASS II
 ML0695
 ML0695.The horizontal coordinates were scaled from a topographic map and have
 ML0695.an estimated accuracy of +/- 6 seconds.
 ML0695
 ML0695.The orthometric height was determined by differential leveling
 ML0695.and adjusted by the National Geodetic Survey in June 1991..
 ML0695
 ML0695.The geoid height was determined by GEOID03.
 ML0695
 ML0695.The dynamic height is computed by dividing the NAVD 88
 ML0695.geopotential number by the normal gravity value computed on the
 ML0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0695.degrees latitude (g = 980.6199 gals.).
 ML0695
 ML0695.The modeled gravity was interpolated from observed gravity values.
 ML0695
 ML0695;                    North         East    Units  Estimated Accuracy
 ML0695;SPC NE       -   170,560.      580,410.      MT  (+/- 180 meters Scaled)
 ML0695
 ML0695                          SUPERSEDED SURVEY CONTROL
 ML0695
 ML0695  NGVD 29 (??/??/92)  651.772  (m)         2138.36   (f) ADJ UNCH    1 2
 ML0695
 ML0695.Superseded values are not recommended for survey control.
 ML0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0695.See file dsdata.txt to determine how the superseded data were derived.
 ML0695
 ML0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML967793(NAD 83)
 ML0695_MARKER: DB = BENCH MARK DISK
 ML0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0695_STAMPING: ML-16-3
 ML0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0695+STABILITY: SURFACE MOTION
 ML0695
 ML0695  HISTORY     - Date     Condition        Report By
 ML0695  HISTORY     - UNK      MONUMENTED       BOR
 ML0695  HISTORY     - 1950     GOOD             NGS
 ML0695
 ML0695                          STATION DESCRIPTION
 ML0695
 ML0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0695'7.4 MI NW FROM LOUP CITY.
 ML0695'0.1 MILE WEST ALONG NEBRASKA AVENUE FROM THE COURTHOUSE AT LOUP
 ML0695'CITY, THENCE 5.0 MILES NORTHWEST ALONG STATE HIGHWAY 58, THENCE
 ML0695'2.25 MILES NORTHWEST ALONG A GRAVELED ROAD, 125 FEET NORTHEAST
 ML0695'OF THE CENTER LINE OF THE GRAVELED ROAD, 15 FEET SOUTH OF THE
 ML0695'EXTENDED CENTER LINE OF A ROAD LEADING WEST, 85 FEET EAST OF A
 ML0695'POWER POLE, 1.4 FEET NORTH OF AN EAST AND WEST FENCE, 2.6 FEET
 ML0695'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0695'PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0716 ***********************************************************************
 ML0716  DESIGNATION -  ML 16 5
 ML0716  PID         -  ML0716
 ML0716  STATE/COUNTY-  NE/VALLEY
 ML0716  USGS QUAD   -  ARCADIA EAST (1978)
 ML0716
 ML0716                         *CURRENT SURVEY CONTROL
 ML0716  ___________________________________________________________________
 ML0716* NAD 83(1986)-  41 25 24.     (N)    099 05 30.     (W)     SCALED    
 ML0716* NAVD 88     -       661.262  (meters)    2169.49   (feet)  ADJUSTED  
 ML0716  ___________________________________________________________________
 ML0716  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 ML0716  DYNAMIC HT  -         660.929 (meters)    2168.40  (feet)  COMP
 ML0716  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 ML0716
 ML0716  VERT ORDER  -  SECOND    CLASS 0
 ML0716
 ML0716.The horizontal coordinates were scaled from a topographic map and have
 ML0716.an estimated accuracy of +/- 6 seconds.
 ML0716
 ML0716.The orthometric height was determined by differential leveling
 ML0716.and adjusted by the National Geodetic Survey in June 1991..
 ML0716
 ML0716.The geoid height was determined by GEOID03.
 ML0716
 ML0716.The dynamic height is computed by dividing the NAVD 88
 ML0716.geopotential number by the normal gravity value computed on the
 ML0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0716.degrees latitude (g = 980.6199 gals.).
 ML0716
 ML0716.The modeled gravity was interpolated from observed gravity values.
 ML0716
 ML0716;                    North         East    Units  Estimated Accuracy
 ML0716;SPC NE       -   176,930.      575,900.      MT  (+/- 180 meters Scaled)
 ML0716
 ML0716                          SUPERSEDED SURVEY CONTROL
 ML0716
 ML0716  NGVD 29 (??/??/92)  661.015  (m)         2168.68   (f) ADJ UNCH    2 0
 ML0716
 ML0716.Superseded values are not recommended for survey control.
 ML0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0716.See file dsdata.txt to determine how the superseded data were derived.
 ML0716
 ML0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML923857(NAD 83)
 ML0716_MARKER: DE = TRAVERSE STATION DISK
 ML0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0716_STAMPING: ML-16-5
 ML0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0716+STABILITY: SURFACE MOTION
 ML0716
 ML0716  HISTORY     - Date     Condition        Report By
 ML0716  HISTORY     - UNK      MONUMENTED       BOR
 ML0716  HISTORY     - 1950     GOOD             NGS
 ML0716
 ML0716                          STATION DESCRIPTION
 ML0716
 ML0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0716'1.9 MI E FROM ARCADIA.
 ML0716'1.9 MILES EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 ML0716'ARCADIA, 106 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 ML0716'78 FEET NORTHEAST OF THE CENTER LINE OF A ROAD LEADING SOUTHEAST,
 ML0716'13 FEET NORTHEAST OF A POWER POLE, 11.6 FEET EAST OF A FENCE,
 ML0716'1.3 FEET NORTH OF AN EAST AND WEST FENCE, 1.2 FEET WEST OF A
 ML0716'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 ML0716'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4166 ***********************************************************************
 AB4166  SACS        -  This is a Secondary Airport Control Station.
 AB4166  DESIGNATION -  MLE A
 AB4166  PID         -  AB4166
 AB4166  STATE/COUNTY-  NE/DOUGLAS
 AB4166  USGS QUAD   -  RALSTON (1984)
 AB4166
 AB4166                         *CURRENT SURVEY CONTROL
 AB4166  ___________________________________________________________________
 AB4166* NAD 83(1995)-  41 11 33.00256(N)    096 06 29.31571(W)     ADJUSTED  
 AB4166* NAVD 88     -       318.47   (meters)    1044.8    (feet)  GPS OBS   
 AB4166  ___________________________________________________________________
 AB4166  X           -    -511,464.947 (meters)                     COMP
 AB4166  Y           -  -4,779,469.012 (meters)                     COMP
 AB4166  Z           -   4,178,725.948 (meters)                     COMP
 AB4166  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 AB4166  ELLIP HEIGHT-         291.41  (meters)          (12/12/01) GPS OBS
 AB4166  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AB4166
 AB4166  HORZ ORDER  -  FIRST
 AB4166  ELLP ORDER  -  FOURTH    CLASS I
 AB4166
 AB4166.This mark is at Millard Airport (MLE)
 AB4166
 AB4166.The horizontal coordinates were established by GPS observations
 AB4166.and adjusted by the National Geodetic Survey in September 1997..
 AB4166
 AB4166.The orthometric height was determined by GPS observations and a
 AB4166.high-resolution geoid model.
 AB4166
 AB4166.GPS derived orthometric heights for airport stations designated as
 AB4166.PACS or SACS are published to 2 decimal places.  This maintains
 AB4166.centimeter relative accuracy between the PACS and SACS.  It does
 AB4166.not indicate centimeter accuracy relative to other marks which are
 AB4166.part of the NAVD 88 network.
 AB4166
 AB4166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4166
 AB4166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4166
 AB4166.The ellipsoidal height was determined by GPS observations
 AB4166.and is referenced to NAD 83.
 AB4166
 AB4166.The geoid height was determined by GEOID03.
 AB4166
 AB4166;                    North         East     Units Scale Factor Converg.
 AB4166;SPC NE       -   158,247.127   826,270.740   MT  0.99967347   +2 34 44.8
 AB4166;UTM  14      - 4,564,159.336   742,514.431   MT  1.00032389   +1 54 19.7
 AB4166
 AB4166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4166!SPC NE       -   0.99995429  x   0.99967347  =   0.99962778
 AB4166!UTM  14      -   0.99995429  x   1.00032389  =   1.00027817
 AB4166
 AB4166:                Primary Azimuth Mark                     Grid Az
 AB4166:SPC NE       -  MILLAPORT                                306 36 39.5
 AB4166:UTM  14      -  MILLAPORT                                307 17 04.6
 AB4166
 AB4166|---------------------------------------------------------------------|
 AB4166| PID    Reference Object                     Distance      Geod. Az  |
 AB4166|                                                           dddmmss.s |
 AB4166| MK2135 MILLAPORT                           APPROX. 0.5 KM 3091124.3 |
 AB4166|---------------------------------------------------------------------|
 AB4166
 AB4166                          SUPERSEDED SURVEY CONTROL
 AB4166
 AB4166  ELLIP H (09/23/97)  291.47   (m)                       GP(       ) 4 1
 AB4166
 AB4166.Superseded values are not recommended for survey control.
 AB4166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4166.See file dsdata.txt to determine how the superseded data were derived.
 AB4166
 AB4166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4251464159(NAD 83)
 AB4166_MARKER: I = METAL ROD
 AB4166_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4166_STAMPING: MLE A 1995
 AB4166_MARK LOGO: NGS   
 AB4166_PROJECTION: FLUSH
 AB4166_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4166+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1997
 AB4166_ROD/PIPE-DEPTH: 14.6 meters
 AB4166_SLEEVE-DEPTH  : 0.9 meters
 AB4166
 AB4166  HISTORY     - Date     Condition        Report By
 AB4166  HISTORY     - 1995     MONUMENTED       NGS
 AB4166  HISTORY     - 19970821 GOOD             NGS
 AB4166
 AB4166                          STATION DESCRIPTION
 AB4166
 AB4166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4166'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) SOUTHWEST OF OMAHA
 AB4166'CENTER, 1.25 MI (2.01 KM) SOUTHEAST OF MILLARD, AT THE MILLARD
 AB4166'AIRPORT, IN THE GRASS NEAR THE WEST CORNER OF THE AIRCRAFT HOLDING
 AB4166'AREA NEAR THE APPROACH END OF RUNWAY 30.  OWNERSHIP--OMAHA AIRPORT
 AB4166'AUTHORITY, BOX 19103, OMAHA NE 68119.  AIRPORT MANAGER IS DONALD
 AB4166'SMITHEY, PHONE (402) 422-6800.  CONTACT RALPH HOLTMAN, AIRPORT
 AB4166'PLANNING AT PHONE (402) 422-6810 FOR ACCESS TO THE STATION THROUGH
 AB4166'LOCKED GATE.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AB4166'HIGHWAY 80 AND U.S. HIGHWAY 50 (EXIT 440), GO NORTH THEN NORTHEAST ON
 AB4166'U.S. HIGHWAY 50 (MILLARD AVENUE) FOR 3.15 MI (5.07 KM) TO AN
 AB4166'INTERSECTION, TURN RIGHT AND GO EAST ON Q STREET FOR 0.65 MI (1.05 KM)
 AB4166'TO AN INTERSECTION, TURN RIGHT AND GO SOUTH ON 132ND STREET FOR 0.5 MI
 AB4166'(0.8 KM) TO A ROAD LEFT, TURN LEFT AND GO SOUTHEAST ON Z STREET FOR
 AB4166'0.3 MI (0.5 KM) TO A ROAD LEFT (LEADING TO A PARKING LOT), TURN LEFT
 AB4166'AND GO NORTHEAST ON AIRPORT ENTRANCE ROAD 0.05 MI (0.08 KM) TO A GATE
 AB4166'LEFT, TURN LEFT, PASS THROUGH GATE THEN TURN RIGHT AND GO NORTHEAST ON
 AB4166'A TAXIWAY FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN RIGHT AND GO
 AB4166'SOUTHEAST ON THE PARALLEL TAXIWAY FOR 0.4 MI (0.6 KM) TO THE AIRCRAFT
 AB4166'HOLDING AREA AND THE STATION ON RIGHT, IN LINE WITH THE SOUTHWEST EDGE
 AB4166'OF THE HOLDING AREA PAVEMENT.  THE STATION IS 79.9 FT (24.4 M)
 AB4166'SOUTHWEST OF THE TAXIWAY CENTER, 20.7 FT (6.3 M) NORTHWEST OF THE WEST
 AB4166'CORNER OF THE AIRCRAFT HOLDING AREA AND 14.0 FT (4.3 M) NORTH OF A
 AB4166'TAXIWAY LIGHT AT THE WEST CORNER OF THE HOLDING AREA.  THIS STATION TO
 AB4166'BE USED AS SACS.
 AB4166
 AB4166                          STATION RECOVERY (1997)
 AB4166
 AB4166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4166'ORIGINAL DESCRIPTION BY NATIONAL GEODETIC SURVEY 1995 (DRL,WCW) .  THE
 AB4166'STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) SOUTHWEST FROM OMAHA
 AB4166'CENTER, 2.0 KM (1.25 MI) SOUTHEAST FROM MILLARD AT THE MILLARD
 AB4166'AIRPORT, NEAR APPROACH 30, IN THE GRASS NEAR THE WEST CORNER OF THE
 AB4166'AIRCRAFT HOLDING AREA ALONG THE PARALLEL TAXIWAY.  OWNERSHIP--OMAHA
 AB4166'AIRPORT AUTHORITY, BOX 19103, OMAHA NE 68119.  AIRPORT MANAGER IS
 AB4166'DONALD SMITHEY, PHONE (402) 422-6800.  CONTACT RALPH HOLTMAN AT
 AB4166'AIRPORT PLANNING OR BRAD LIVINGSTON AT AIRPORT OPERATIONS AT PHONE
 AB4166'(402) 422-6800 FOR ACCESS TO THE STATION THROUGH THE LOCKED GATE. TO
 AB4166'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80 (EXIT 440) AND US
 AB4166'HIGHWAY 50 (144TH STREET) , GO NORTH ON US HIGHWAY 50 FOR 3.2 KM (2.00
 AB4166'MI) TO AN INTERSECTION AT THE COUNTY LINE.  TURN RIGHT AND GO EAST ON
 AB4166'HARRISON STREET FOR 1.6 KM (1.00 MI) TO AN INTERSECTION. TURN LEFT AND
 AB4166'GO NORTH ON 132ND STREET FOR 0.8 KM (0.50 MI) TO Z STREET ON LEFT.
 AB4166'TURN RIGHT AND GO SOUTHEAST ON MILLARD AIRPORT PLAZA FOR 0.5 KM (0.30
 AB4166'MI) TO A PARKING AREA ENTRANCE ON LEFT.  TURN LEFT AND GO NORTHEAST
 AB4166'FOR 0.08 KM (0.05 MI) TO A GATE ON LEFT.  TURN LEFT, PASS THROUGH THE
 AB4166'GATE, THEN TURN RIGHT AND GO NORTHEAST ON A TAXIWAY FOR 0.08 KM (0.05
 AB4166'MI) TO A TAXIWAY.  TURN RIGHT AND GO SOUTHEAST ON THE PARALLEL TAXIWAY
 AB4166'FOR 0.65 KM (0.40 MI) TO THE BEGINNING OF THE AIRCRAFT HOLDING AREA
 AB4166'AND THE STATION ON RIGHT. THE MARK IS A PUNCH MARK AT TOP CENTER OF A
 AB4166'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A LENGTH OF 14.6 M (47.9 FT)
 AB4166'IN A 2.5 CM (1 IN) FLUTED PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.5
 AB4166'CM (5 IN) DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE
 AB4166'MARK IS RECESSED 6 CM BELOW THE TOP OF LOGO CAP.  THE LOGO CAP AND
 AB4166'CONCRETE ARE FLUSH WITH THE GROUND.  THE STATION IS LOCATED ALONG THE
 AB4166'NORTHWESTERLY EXTENSION OF THE SOUTHWEST EDGE OF THE HOLDING AREA
 AB4166'PAVEMENT, 24.3 M (79.7 FT) SOUTHWEST FROM THE TAXIWAY CENTER, 6.3 M
 AB4166'(20.7 FT) NORTHWEST FROM THE WEST CORNER OF THE HOLDING AREA AND 4.3 M
 AB4166'(14.1 FT) NORTH OF THE CORNER TAXIWAY LIGHT. THIS STATION IS
 AB4166'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0674 ***********************************************************************
 ML0674  DESIGNATION -  MLX 1
 ML0674  PID         -  ML0674
 ML0674  STATE/COUNTY-  NE/CUSTER
 ML0674  USGS QUAD   -  COMSTOCK (1978)
 ML0674
 ML0674                         *CURRENT SURVEY CONTROL
 ML0674  ___________________________________________________________________
 ML0674* NAD 83(1986)-  41 30 05.     (N)    099 12 45.     (W)     SCALED    
 ML0674* NAVD 88     -       678.021  (meters)    2224.47   (feet)  ADJUSTED  
 ML0674  ___________________________________________________________________
 ML0674  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 ML0674  DYNAMIC HT  -         677.679 (meters)    2223.35  (feet)  COMP
 ML0674  MODELED GRAV-     980,096.2   (mgal)                       NAVD 88
 ML0674
 ML0674  VERT ORDER  -  FIRST     CLASS II
 ML0674
 ML0674.The horizontal coordinates were scaled from a topographic map and have
 ML0674.an estimated accuracy of +/- 6 seconds.
 ML0674
 ML0674.The orthometric height was determined by differential leveling
 ML0674.and adjusted by the National Geodetic Survey in June 1991..
 ML0674
 ML0674.The geoid height was determined by GEOID03.
 ML0674
 ML0674.The dynamic height is computed by dividing the NAVD 88
 ML0674.geopotential number by the normal gravity value computed on the
 ML0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0674.degrees latitude (g = 980.6199 gals.).
 ML0674
 ML0674.The modeled gravity was interpolated from observed gravity values.
 ML0674
 ML0674;                    North         East    Units  Estimated Accuracy
 ML0674;SPC NE       -   185,500.      565,730.      MT  (+/- 180 meters Scaled)
 ML0674
 ML0674                          SUPERSEDED SURVEY CONTROL
 ML0674
 ML0674  NGVD 29 (??/??/92)  677.770  (m)         2223.65   (f) ADJ UNCH    1 2
 ML0674
 ML0674.Superseded values are not recommended for survey control.
 ML0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0674.See file dsdata.txt to determine how the superseded data were derived.
 ML0674
 ML0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML822944(NAD 83)
 ML0674_MARKER: DD = SURVEY DISK
 ML0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0674_STAMPING: MLX 1
 ML0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0674+STABILITY: SURFACE MOTION
 ML0674
 ML0674  HISTORY     - Date     Condition        Report By
 ML0674  HISTORY     - UNK      MONUMENTED       BOR
 ML0674  HISTORY     - 1950     GOOD             NGS
 ML0674
 ML0674                          STATION DESCRIPTION
 ML0674
 ML0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0674'4.3 MI SE FROM COMSTOCK.
 ML0674'4.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 ML0674'FROM THE STATION AT COMSTOCK, 0.1 MILE NORTHWEST OF A ROAD
 ML0674'CROSSING, 87 FEET WEST OF A FENCE CORNER, 42 FEET NORTHEAST OF
 ML0674'THE NORTHEAST RAIL, 40 FEET SOUTHWEST OF THE CENTER LINE OF A
 ML0674'GRAVELED ROAD, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 ML0674'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0307 ***********************************************************************
 ML0307  DESIGNATION -  MLX 3
 ML0307  PID         -  ML0307
 ML0307  STATE/COUNTY-  NE/SHERMAN
 ML0307  USGS QUAD   -  LOUP CITY SE (1978)
 ML0307
 ML0307                         *CURRENT SURVEY CONTROL
 ML0307  ___________________________________________________________________
 ML0307* NAD 83(1986)-  41 19 21.     (N)    098 50 19.     (W)     SCALED    
 ML0307* NAVD 88     -       683.374  (meters)    2242.04   (feet)  ADJUSTED  
 ML0307  ___________________________________________________________________
 ML0307  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 ML0307  DYNAMIC HT  -         683.023 (meters)    2240.88  (feet)  COMP
 ML0307  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 ML0307
 ML0307  VERT ORDER  -  FIRST     CLASS II
 ML0307
 ML0307.The horizontal coordinates were scaled from a topographic map and have
 ML0307.an estimated accuracy of +/- 6 seconds.
 ML0307
 ML0307.The orthometric height was determined by differential leveling
 ML0307.and adjusted by the National Geodetic Survey in June 1991..
 ML0307
 ML0307.The geoid height was determined by GEOID03.
 ML0307
 ML0307.The dynamic height is computed by dividing the NAVD 88
 ML0307.geopotential number by the normal gravity value computed on the
 ML0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0307.degrees latitude (g = 980.6199 gals.).
 ML0307
 ML0307.The modeled gravity was interpolated from observed gravity values.
 ML0307
 ML0307;                    North         East    Units  Estimated Accuracy
 ML0307;SPC NE       -   165,990.      597,200.      MT  (+/- 180 meters Scaled)
 ML0307
 ML0307                          SUPERSEDED SURVEY CONTROL
 ML0307
 ML0307  NGVD 29 (??/??/92)  683.126  (m)         2241.22   (f) ADJ UNCH    1 2
 ML0307
 ML0307.Superseded values are not recommended for survey control.
 ML0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0307.See file dsdata.txt to determine how the superseded data were derived.
 ML0307
 ML0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL135745(NAD 83)
 ML0307_MARKER: DD = SURVEY DISK
 ML0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0307_STAMPING: MLX 3
 ML0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0307+STABILITY: SURFACE MOTION
 ML0307
 ML0307  HISTORY     - Date     Condition        Report By
 ML0307  HISTORY     - UNK      MONUMENTED       BOR
 ML0307  HISTORY     - 1950     GOOD             NGS
 ML0307
 ML0307                          STATION DESCRIPTION
 ML0307
 ML0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0307'7.7 MI NW FROM ASHTON.
 ML0307'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ASHTON,
 ML0307'THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, THENCE 2.0 MILES
 ML0307'NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A
 ML0307'GRAVELED ROAD, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD,
 ML0307'THENCE 0.1 MILE EAST ALONG A GRADED DIRT ROAD, AT THE TOP OF A
 ML0307'SMALL HILL, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.2
 ML0307'FEET NORTH OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET
 ML0307'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0242 ***********************************************************************
 LG0242  DESIGNATION -  MM 174
 LG0242  PID         -  LG0242
 LG0242  STATE/COUNTY-  NE/GAGE
 LG0242  USGS QUAD   -  BEATRICE EAST (1980)
 LG0242
 LG0242                         *CURRENT SURVEY CONTROL
 LG0242  ___________________________________________________________________
 LG0242* NAD 83(1986)-  40 19 01.     (N)    096 44 49.     (W)     SCALED    
 LG0242* NAVD 88     -       402.353  (meters)    1320.05   (feet)  ADJUSTED  
 LG0242  ___________________________________________________________________
 LG0242  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 LG0242  DYNAMIC HT  -         402.140 (meters)    1319.35  (feet)  COMP
 LG0242  MODELED GRAV-     980,082.7   (mgal)                       NAVD 88
 LG0242
 LG0242  VERT ORDER  -  SECOND    CLASS 0
 LG0242
 LG0242.The horizontal coordinates were scaled from a topographic map and have
 LG0242.an estimated accuracy of +/- 6 seconds.
 LG0242
 LG0242.The orthometric height was determined by differential leveling
 LG0242.and adjusted by the National Geodetic Survey in June 1991..
 LG0242
 LG0242.The geoid height was determined by GEOID03.
 LG0242
 LG0242.The dynamic height is computed by dividing the NAVD 88
 LG0242.geopotential number by the normal gravity value computed on the
 LG0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0242.degrees latitude (g = 980.6199 gals.).
 LG0242
 LG0242.The modeled gravity was interpolated from observed gravity values.
 LG0242
 LG0242;                    North         East    Units  Estimated Accuracy
 LG0242;SPC NE       -    58,900.      776,400.      MT  (+/- 180 meters Scaled)
 LG0242
 LG0242                          SUPERSEDED SURVEY CONTROL
 LG0242
 LG0242  NGVD 29 (??/??/92)  402.242  (m)         1319.69   (f) ADJ UNCH    2 0
 LG0242
 LG0242.Superseded values are not recommended for survey control.
 LG0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0242.See file dsdata.txt to determine how the superseded data were derived.
 LG0242
 LG0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK914653(NAD 83)
 LG0242_MARKER: DB = BENCH MARK DISK
 LG0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0242_STAMPING: MM-174 1934
 LG0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0242+STABILITY: SURFACE MOTION
 LG0242
 LG0242  HISTORY     - Date     Condition        Report By
 LG0242  HISTORY     - 1934     MONUMENTED       CGS
 LG0242  HISTORY     - 1941     GOOD             NGS
 LG0242
 LG0242                          STATION DESCRIPTION
 LG0242
 LG0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0242'3.9 MI N FROM BEATRICE.
 LG0242'3.9 MILES NORTH OF UNION PACIFIC STATION AT BEATRICE, GAGE COUNTY,
 LG0242'ALONG U.S. HIGHWAY 77.  2 FEET NORTH OF NORTHWEST CORNER OF
 LG0242'NATURAL GAS BOOSTER STATION.  45 FEET EAST CENTER LINE OF U.S.
 LG0242'HIGHWAY 77, AND 20 FEET SOUTH CENTER LINE OF A CROSS ROAD.
 LG0242
 LG0242                          STATION RECOVERY (1941)
 LG0242
 LG0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LG0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1255 ***********************************************************************
 LG1255  DESIGNATION -  MM 174 RESET
 LG1255  PID         -  LG1255
 LG1255  STATE/COUNTY-  NE/GAGE
 LG1255  USGS QUAD   -  BEATRICE EAST (1980)
 LG1255
 LG1255                         *CURRENT SURVEY CONTROL
 LG1255  ___________________________________________________________________
 LG1255* NAD 83(1986)-  40 18 58.     (N)    096 44 01.     (W)     SCALED    
 LG1255* NAVD 88     -       399.85   (meters)    1311.8    (feet)  RESET     
 LG1255  ___________________________________________________________________
 LG1255  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 LG1255
 LG1255  VERT ORDER  -  THIRD
 LG1255
 LG1255.The horizontal coordinates were scaled from a topographic map and have
 LG1255.an estimated accuracy of +/- 6 seconds.
 LG1255
 LG1255.The orthometric height was computed from unverified reset data.
 LG1255.No vertical observational check was made to the station.
 LG1255
 LG1255.The geoid height was determined by GEOID03.
 LG1255
 LG1255;                    North         East    Units  Estimated Accuracy
 LG1255;SPC NE       -    58,850.      777,540.      MT  (+/- 180 meters Scaled)
 LG1255
 LG1255                          SUPERSEDED SURVEY CONTROL
 LG1255
 LG1255.No superseded survey control is available for this station.
 LG1255
 LG1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK925653(NAD 83)
 LG1255_MARKER: DB = BENCH MARK DISK
 LG1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1255_SP_SET: CONCRETE POST
 LG1255_STAMPING: MM 174 RESET 1988
 LG1255_MARK LOGO: NGS   
 LG1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1255+STABILITY: SURFACE MOTION
 LG1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1255+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LG1255
 LG1255  HISTORY     - Date     Condition        Report By
 LG1255  HISTORY     - 1988     MONUMENTED       NGS
 LG1255
 LG1255                          STATION DESCRIPTION
 LG1255
 LG1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LG1255'5.63 KM (3.50 MI) NORTH ALONG U.S. HIGHWAY 77, FROM THE JUNCTION WITH
 LG1255'U.S. HIGHWAY 136 AND STATE HIGHWAY 4 IN BEATRICE, TO A NATURAL GAS
 LG1255'PUMPING STATION AND A GRADED ROAD ON THE RIGHT, THEN RIGHT AND EAST
 LG1255'ALONG THE GRADED ROAD FOR 0.16 KM (0.10 MI) TO THE BENCH MARK ON THE
 LG1255'LEFT, AT A FENCE CORNER POST, 30.03 M (98.5 FT) NORTHWEST FROM THE
 LG1255'WEST GATE POST OF A GATE IN THE CHAIN LINK FENCE AROUND THE PUMPING
 LG1255'STATION, 33.71 M (110.6 FT) EAST FROM A POWERLINE POLE, 9.14 M
 LG1255'(30.0 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 0.71 M (2.3 FT)
 LG1255'WEST-SOUTHWEST FROM THE FENCE CORNER POST, 0.58 M (1.9 FT) EAST FROM
 LG1255'A WITNESS POST AND SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1255'FLUSH WITH THE GROUND AND IS ABOUT 0.3 M (1.0 FT) BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0003 ***********************************************************************
 LH0003  DESIGNATION -  MM 250
 LH0003  PID         -  LH0003
 LH0003  STATE/COUNTY-  NE/ADAMS
 LH0003  USGS QUAD   -  HASTINGS WEST (1983)
 LH0003
 LH0003                         *CURRENT SURVEY CONTROL
 LH0003  ___________________________________________________________________
 LH0003* NAD 83(1986)-  40 32 20.     (N)    098 25 29.     (W)     SCALED    
 LH0003* NAVD 88     -       584.445  (meters)    1917.47   (feet)  ADJUSTED  
 LH0003  ___________________________________________________________________
 LH0003  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 LH0003  DYNAMIC HT  -         584.115 (meters)    1916.38  (feet)  COMP
 LH0003  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 LH0003
 LH0003  VERT ORDER  -  FIRST     CLASS II
 LH0003
 LH0003.The horizontal coordinates were scaled from a topographic map and have
 LH0003.an estimated accuracy of +/- 6 seconds.
 LH0003
 LH0003.The orthometric height was determined by differential leveling
 LH0003.and adjusted by the National Geodetic Survey in June 1991..
 LH0003
 LH0003.The geoid height was determined by GEOID03.
 LH0003
 LH0003.The dynamic height is computed by dividing the NAVD 88
 LH0003.geopotential number by the normal gravity value computed on the
 LH0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0003.degrees latitude (g = 980.6199 gals.).
 LH0003
 LH0003.The modeled gravity was interpolated from observed gravity values.
 LH0003
 LH0003;                    North         East    Units  Estimated Accuracy
 LH0003;SPC NE       -    79,550.      633,420.      MT  (+/- 180 meters Scaled)
 LH0003
 LH0003                          SUPERSEDED SURVEY CONTROL
 LH0003
 LH0003  NGVD 29 (??/??/92)  584.216  (m)         1916.72   (f) ADJ UNCH    1 2
 LH0003
 LH0003.Superseded values are not recommended for survey control.
 LH0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0003.See file dsdata.txt to determine how the superseded data were derived.
 LH0003
 LH0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK487877(NAD 83)
 LH0003_MARKER: DB = BENCH MARK DISK
 LH0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0003_STAMPING: MM 250 1947
 LH0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0003+STABILITY: SURFACE MOTION
 LH0003
 LH0003  HISTORY     - Date     Condition        Report By
 LH0003  HISTORY     - 1947     MONUMENTED       CGS
 LH0003
 LH0003                          STATION DESCRIPTION
 LH0003
 LH0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0003'4.1 MI S FROM HASTINGS.
 LH0003'4.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0003'FROM THE STATION AT HASTINGS, IN THE NORTHWEST QUARTER OF A
 LH0003'ROAD CROSSING, 29.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LH0003'19.3 FEET WEST OF THE WEST RAIL OF THE TRACK, 3.5 FEET SOUTHEAST
 LH0003'OF A TELEPHONE POLE, 2.0 FEET NORTH OF A REFERENCE POST, SET
 LH0003'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 LH0003'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0457 ***********************************************************************
 LJ0457  DESIGNATION -  MODRELL RESET
 LJ0457  PID         -  LJ0457
 LJ0457  STATE/COUNTY-  NE/RED WILLOW
 LJ0457  USGS QUAD   -  MC COOK SW (1957)
 LJ0457
 LJ0457                         *CURRENT SURVEY CONTROL
 LJ0457  ___________________________________________________________________
 LJ0457* NAD 83(1995)-  40 01 38.24311(N)    100 43 19.76346(W)     ADJUSTED  
 LJ0457* NAVD 88     -       892.     (meters)    2927.     (feet)  SCALED    
 LJ0457  ___________________________________________________________________
 LJ0457  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 LJ0457  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 LJ0457
 LJ0457  HORZ ORDER  -  FIRST
 LJ0457
 LJ0457.The horizontal coordinates were established by classical geodetic methods
 LJ0457.and adjusted by the National Geodetic Survey in August 1997..
 LJ0457
 LJ0457.The orthometric height was scaled from a topographic map.
 LJ0457
 LJ0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0457
 LJ0457.The geoid height was determined by GEOID03.
 LJ0457
 LJ0457;                    North         East     Units Scale Factor Converg.
 LJ0457;SPC NE       -    21,793.761   438,358.296   MT  0.99998778   -0 28 42.9
 LJ0457;SPC KS N     -   191,552.486   167,660.801   MT  1.00004869   -1 43 20.5
 LJ0457;UTM  14      - 4,432,206.714   353,051.904   MT  0.99986583   -1 06 28.1
 LJ0457
 LJ0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0457!SPC NE       -   0.99986382  x   0.99998778  =   0.99985160
 LJ0457!SPC KS N     -   0.99986382  x   1.00004869  =   0.99991250
 LJ0457!UTM  14      -   0.99986382  x   0.99986583  =   0.99972967
 LJ0457
 LJ0457|---------------------------------------------------------------------|
 LJ0457| PID    Reference Object                     Distance      Geod. Az  |
 LJ0457|                                                           dddmmss.s |
 LJ0457| CO1852 MODRELL RM 3                         12.694 METERS 07222     |
 LJ0457| CO1848 MODRELL AZ MK                                      0862244.3 |
 LJ0457| CO1849 MODRELL AZ MK 2                                    0862934.9 |
 LJ0457| CO1850 MODRELL RM 1                         19.457 METERS 08819     |
 LJ0457| CO1853 MODRELL RM 4                          8.507 METERS 23507     |
 LJ0457| CO1851 MODRELL RM 2                         19.381 METERS 26924     |
 LJ0457|---------------------------------------------------------------------|
 LJ0457
 LJ0457                          SUPERSEDED SURVEY CONTROL
 LJ0457
 LJ0457  NAD 83(1986)-  40 01 38.24672(N)    100 43 19.76745(W) AD(       ) 1
 LJ0457  NAD 27      -  40 01 38.23300(N)    100 43 18.21800(W) AD(       ) 1
 LJ0457
 LJ0457.Superseded values are not recommended for survey control.
 LJ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0457.See file dsdata.txt to determine how the superseded data were derived.
 LJ0457
 LJ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5305232207(NAD 83)
 LJ0457_MARKER: DS = TRIANGULATION STATION DISK
 LJ0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0457
 LJ0457  HISTORY     - Date     Condition        Report By
 LJ0457  HISTORY     - 1935     MONUMENTED       CGS
 LJ0457  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LJ0457
 LJ0457                          STATION DESCRIPTION
 LJ0457
 LJ0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0457'STATION IS ABOUT 15 MILES SOUTH-SOUTHWEST OF MC COOK, IN THE
 LJ0457'NORTHEAST QUARTER OF SEC. 29, T. 1 N., R. 30 W., ON THE DIVIDE
 LJ0457'BETWEEN BEAVER CREEK AND THE REPUBLICAN RIVER, ON THE HIGHEST
 LJ0457'POINT WITHIN SEVERAL MILES, 2 MILES NORTH OF THE STATE LINE,
 LJ0457'ABOUT 1/4 MILE SOUTHWEST OF THE FARMHOUSE OF MRS. E.W.
 LJ0457'STRANSBERRY, ON THE LAND OF J.A. MODRELL.  THE STATION IS IN THE
 LJ0457'FENCE LINE WEST OF THE POINT WHERE AN EAST-AND-WEST ROAD
 LJ0457'STARTS TO ANGLE TO THE SOUTHWEST, 65 FEET NORTH OF THE
 LJ0457'CENTER OF THE ROAD.  THE MARK PROJECTS ABOUT 1/2 INCH.
 LJ0457'
 LJ0457'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 1 FOOT
 LJ0457'SOUTH OF THE FENCE LINE, 27 FEET NORTH OF THE CENTER OF THE
 LJ0457'ROAD, AND PROJECTS 2 INCHES.
 LJ0457'
 LJ0457'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT
 LJ0457'SOUTH OF THE FENCE LINE, 97 FEET NORTH OF THE CENTER OF THE
 LJ0457'ROAD, AND PROJECTS 2 INCHES.
 LJ0457'
 LJ0457'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE
 LJ0457'STATION, IN THE NORTHWEST ANGLE OF THE ROAD INTERSECTION, 63
 LJ0457'FEET WEST OF THE CENTER OF THE NORTH-AND-SOUTH ROAD, 26 FEET
 LJ0457'NORTH OF THE CENTER OF THE EAST-AND-WEST ROAD, 2 FEET SOUTHWEST
 LJ0457'OF THE FENCE LINE, AND PROJECTS 2 INCHES.
 LJ0457'
 LJ0457'THE STATION IS REACHED FROM THE BRIDGE ACROSS THE REPUBLICAN
 LJ0457'RIVER SOUTH OF MC COOK BY GOING SOUTH ON THE HIGHWAY 0.6 MILE.
 LJ0457'TURN WEST 0.5 MILE, TURN SOUTH 0.5 MILE, TURN WEST 1.0 MILE,
 LJ0457'TURN SOUTH 1.5 MILES, TURN WEST 3.8 MILES, TURN SOUTH 1.0 MILE,
 LJ0457'TURN WEST 0.4 MILE, TURN SOUTH 0.2 MILE TO A T-INTERSECTION,
 LJ0457'CONTINUE SOUTH 4.8 MILES, LEAVE THE GRADED ROAD, TURN HALF
 LJ0457'LEFT INTO THE LANE AND FOLLOW THE ROAD WHICH WINDS IN A
 LJ0457'SOUTHERLY DIRECTION.  DRIVE 2.2 MILES, PASS BETWEEN SHACKS AND A
 LJ0457'WINDMILL AND CONTINUE SOUTH 0.3 MILE TO THE TOP OF THE HILL
 LJ0457'AND THE STATION.
 LJ0457'
 LJ0457'A 4-FOOT STAND CLEARED ALL LINES.
 LJ0457
 LJ0457                          STATION RECOVERY (1951)
 LJ0457
 LJ0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0457'THE STATION SURFACE MARK, REFERENCE MARK NUMBER 1, REFERENCE
 LJ0457'MARK NUMBER 2 AND THE AZIMUTH MARK WERE DESTROYED WHEN THE
 LJ0457'ROAD WAS WIDENED.  THE STATION SUB-SURFACE MARK WAS RECOVERED
 LJ0457'24 INCHES BELOW THE SURFACE AND IT IS APPEARANT THAT IT WAS
 LJ0457'IN ITS ORIGINAL POSITION.  THE SUB-SURFACE MARK WAS LOWERED
 LJ0457'12 INCHES AND STAMPED 1935 1951.  A NEW STATION SURFACE MARK,
 LJ0457'TWO REFERENCE MARKS AND AN AZIMUTH MARK WAS SET BY THIS PARTY.
 LJ0457'
 LJ0457'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LJ0457'
 LJ0457'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF MC COOK
 LJ0457'NEBRASKA AND 11 MILES NORTHEAST OF HERNDON KANSAS.  IT IS 0.05
 LJ0457'MILE WEST OF A T ROAD, 18.5 FEET SOUTH FROM THE CENTER OF AN
 LJ0457'EAST-WEST ROAD AND 5 FEET NORTH OF AN EAST-WEST FENCE LINE.
 LJ0457'IT IS STAMPED MODRELL 1935 1951 AND IS SET FLUSH.
 LJ0457'
 LJ0457'REFERENCE MARK NO. 3 IS SET IN AN EAST-WEST FENCE LINE AND 23
 LJ0457'FEET SOUTH FROM THE CENTER OF A DIRT ROAD.  IT IS STAMPED
 LJ0457'MODRELL NO 3 1951 AND PROJECTS 6 INCHES.
 LJ0457'
 LJ0457'REFERENCE MARK NO. 4 IS SET IN AN EAST-WEST FENCE LINE AND
 LJ0457'23 FEET SOUTH FROM THE CENTER OF A DIRT ROAD.  IT IS STAMPED
 LJ0457'MODRELL NO 4 1951 AND PROJECTS 4 INCHES.
 LJ0457'
 LJ0457'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 LJ0457'NO. 4 IS 68.8 FEET.
 LJ0457'
 LJ0457'THE AZIMUTH MARK IS 57 FEET NORTHEAST FROM THE CENTER OF A
 LJ0457'T ROAD INTERSECTION, 1 FOOT SOUTH OF A TELEPHONE POLE AND 1 FOOT
 LJ0457'WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED MODRELL 1951
 LJ0457'AND PROJECTS 4 INCHES.
 LJ0457'
 LJ0457'TO REACH THE STATION FROM THE POST OFFICE IN HERNDON, GO NORTH
 LJ0457'0.05 MILE TO A CROSS-STREET, TURN RIGHT AND GO EAST ON A HARD
 LJ0457'SURFACED ROAD FOR 0.5 MILE TO STATE HIGHWAY 117, TURN LEFT
 LJ0457'AND GO NORTH ON STATE HIGHWAY 117 FOR 6.0 MILES TO A CROSSROAD,
 LJ0457'TURN RIGHT AND GO EAST AND NORTH ON A DIRT ROAD FOR 4.35 MILES
 LJ0457'TO A T ROAD INTERSECTION AND A WHITE SCHOOLHOUSE ON THE LEFT,
 LJ0457'TURN RIGHT AND GO EASTERLY ON A DIRT ROAD FOR 0.5 MILE TO THE
 LJ0457'TOP OF THE HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 LJ0457'CONTINUE EAST ON A DIRT ROAD FOR 0.55 MILE TO A T ROAD
 LJ0457'INTERSECTION AND THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0624 ***********************************************************************
 NN0624  DESIGNATION -  MONOWI
 NN0624  PID         -  NN0624
 NN0624  STATE/COUNTY-  NE/BOYD
 NN0624  USGS QUAD   -  MARTY (1974)
 NN0624
 NN0624                         *CURRENT SURVEY CONTROL
 NN0624  ___________________________________________________________________
 NN0624* NAD 83(1995)-  42 53 49.85488(N)    098 24 39.86504(W)     ADJUSTED  
 NN0624* NAVD 88     -       526.     (meters)    1726.     (feet)  SCALED    
 NN0624  ___________________________________________________________________
 NN0624  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 NN0624  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 NN0624
 NN0624  HORZ ORDER  -  SECOND
 NN0624
 NN0624.The horizontal coordinates were established by classical geodetic methods
 NN0624.and adjusted by the National Geodetic Survey in August 1997..
 NN0624
 NN0624.The orthometric height was scaled from a topographic map.
 NN0624
 NN0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0624
 NN0624.The geoid height was determined by GEOID03.
 NN0624
 NN0624;                    North         East     Units Scale Factor Converg.
 NN0624;SPC NE       -   341,391.704   629,765.202   MT  0.99995445   +1 03 10.7
 NN0624;SPC SD S     -    64,455.957   756,987.723   MT  0.99998549   +1 19 33.9
 NN0624;SPC SD S     -   211,469.25  2,483,550.55   sFT  0.99998549   +1 19 33.9
 NN0624;UTM  14      - 4,749,565.334   548,082.443   MT  0.99962844   +0 24 03.2
 NN0624
 NN0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0624!SPC NE       -   0.99992155  x   0.99995445  =   0.99987600
 NN0624!SPC SD S     -   0.99992155  x   0.99998549  =   0.99990704
 NN0624!UTM  14      -   0.99992155  x   0.99962844  =   0.99955002
 NN0624
 NN0624|---------------------------------------------------------------------|
 NN0624| PID    Reference Object                     Distance      Geod. Az  |
 NN0624|                                                           dddmmss.s |
 NN0624| CO3308 MONOWI RM 2                           7.333 METERS 00410     |
 NN0624| NN0623 D                                   164.523 METERS 03306     |
 NN0624| CO3307 MONOWI RM 1                           6.419 METERS 08719     |
 NN0624| CO3306 MONOWI AZ MK                                       2661722.0 |
 NN0624| NN0812 MARTY ST PAULS MISSION TANK         APPROX.10.6 KM 3525155.0 |
 NN0624| NN0813 MARTY ST PAULS CATH CHURCH          APPROX.10.7 KM 3530647.3 |
 NN0624|---------------------------------------------------------------------|
 NN0624
 NN0624                          SUPERSEDED SURVEY CONTROL
 NN0624
 NN0624  NAD 83(1986)-  42 53 49.86507(N)    098 24 39.86988(W) AD(       ) 2
 NN0624  NAD 27      -  42 53 49.87700(N)    098 24 38.58000(W) AD(       ) 2
 NN0624
 NN0624.Superseded values are not recommended for survey control.
 NN0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0624.See file dsdata.txt to determine how the superseded data were derived.
 NN0624
 NN0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4808249565(NAD 83)
 NN0624_MARKER: DS = TRIANGULATION STATION DISK
 NN0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0624
 NN0624  HISTORY     - Date     Condition        Report By
 NN0624  HISTORY     - 1948     MONUMENTED       CGS
 NN0624
 NN0624                          STATION DESCRIPTION
 NN0624
 NN0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0624'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF MONOWI,
 NN0624'ABOUT 6 MILES NORTH OF LYNCH, ABOUT 1-1/2 MILES SOUTH OF THE
 NN0624'MISSOURI RIVER, ON A HIGH BLUFF OVERLOOKING THE VALLEY.
 NN0624'IT IS AT THE NORTH EDGE OF A CLEARED FIELD AND 6 FEET EAST OF
 NN0624'A WITNESS POST.  THE DISK IS STAMPED MONOWI 1948 AND PROJECTS
 NN0624'6 INCHES.
 NN0624'
 NN0624'REFERENCE MARK NO. 1 IS 21.06 FEET EAST OF THE STATION.  THE
 NN0624'DISK IS STAMPED MONOWI NO 1 1948 AND PROJECTS 6 INCHES.
 NN0624'
 NN0624'REFERENCE MARK NO. 2 IS 24.06 FEET NORTH OF THE STATION AND
 NN0624'ABOUT 2 FEET LOWER.  THE DISK IS STAMPED MONOWI NO 2 1948
 NN0624'AND PROJECTS 6 INCHES.
 NN0624'
 NN0624'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 15
 NN0624'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.6 FEET NORTHEAST
 NN0624'OF A TELEPHONE POLE, 1.5 FEET EAST OF A WITNESS POST, AND 1
 NN0624'FOOT NORTH OF A FENCE LINE.  THE DISK IS STAMPED MONOWI 1948
 NN0624'AND PROJECTS 5 INCHES.
 NN0624'
 NN0624'D (USED) IS LOCATED 539.82 FEET NORTHEAST OF THE STATION,
 NN0624'ON THE LOWER POINT OF THE RIDGE.  IT IS A 3 INCH IRON PIPE,
 NN0624'PAINTED WHITE, AND PROJECTS 1 FOOT.  THERE IS NO CAP ON THE
 NN0624'TOP OF THE PIPE.  A THIRD ORDER TRAVERSE WAS RUN TO THIS MARK
 NN0624'FROM THE STATION.
 NN0624'
 NN0624'TO REACH THE STATION FROM LYNCH, GO EAST ON STATE HIGHWAY 12
 NN0624'FOR 3.0 MILES TO A CROSS ROAD.  TURN LEFT AND GO NORTH FOR
 NN0624'4.75 MILES TO A CROSS ROAD.  TURN RIGHT AND GO 0.05 MILE TO A
 NN0624'CULTIVATED FIELD.  TURN LEFT AND FOLLOW AROUND THE EDGE OF THE
 NN0624'FIELD FOR 0.2 MILE TO THE HIGHEST POINT OF THE RIDGE AND THE
 NN0624'STATION AS DESCRIBED.
 NN0624'
 NN0624'*TO REACH THE AZIMUTH MARK FROM HERE, GO WEST ON A DIRT ROAD
 NN0624'FOR 0.35 MILE TO THE MARK ON THE LEFT.
 NN0624'
 NN0624'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1946 ***********************************************************************
 MK1946  DESIGNATION -  MONROE
 MK1946  PID         -  MK1946
 MK1946  STATE/COUNTY-  NE/PLATTE
 MK1946  USGS QUAD   -  TARNOV (1985)
 MK1946
 MK1946                         *CURRENT SURVEY CONTROL
 MK1946  ___________________________________________________________________
 MK1946* NAD 83(1995)-  41 30 42.46599(N)    097 37 24.72146(W)     ADJUSTED  
 MK1946* NAVD 88     -       528.20   (meters)    1732.9    (feet)  LEVELING  
 MK1946  ___________________________________________________________________
 MK1946  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 MK1946  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 MK1946
 MK1946  HORZ ORDER  -  FIRST
 MK1946  VERT ORDER  -  THIRD ?
 MK1946
 MK1946.The horizontal coordinates were established by classical geodetic methods
 MK1946.and adjusted by the National Geodetic Survey in June 1996..
 MK1946
 MK1946.The orthometric height was determined by differential leveling.
 MK1946.The vertical network tie was performed by a horz. field party for horz.
 MK1946.obs reductions. Reset procedures were used to establish the elevation.
 MK1946
 MK1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1946
 MK1946.The geoid height was determined by GEOID03.
 MK1946
 MK1946;                    North         East     Units Scale Factor Converg.
 MK1946;SPC NE       -   189,077.174   698,297.115   MT  0.99965860   +1 34 29.6
 MK1946;UTM  14      - 4,596,488.368   614,864.202   MT  0.99976237   +0 54 44.6
 MK1946
 MK1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1946!SPC NE       -   0.99992108  x   0.99965860  =   0.99957971
 MK1946!UTM  14      -   0.99992108  x   0.99976237  =   0.99968347
 MK1946
 MK1946:                Primary Azimuth Mark                     Grid Az
 MK1946:SPC NE       -  HUMPHREY TANK                            027 57 39.8
 MK1946:UTM  14      -  HUMPHREY TANK                            028 37 24.8
 MK1946
 MK1946|---------------------------------------------------------------------|
 MK1946| PID    Reference Object                     Distance      Geod. Az  |
 MK1946|                                                           dddmmss.s |
 MK1946| MK1850 HUMPHREY TANK                       APPROX.22.6 KM 0293209.4 |
 MK1946| MK1851 HUMPHREY ST FRANCIS CATH CH         APPROX.22.9 KM 0294438.9 |
 MK1946| MK1945 TARNOV ST MICHAELS CH SPIRE         APPROX.15.2 KM 0404458.9 |
 MK1946| MK1849 ST MARYS CATHOLIC CH CROSS          APPROX.20.0 KM 0425855.7 |
 MK1946| MK1847 BAPTIST CHURCH SPIRE                APPROX.19.5 KM 0593724.6 |
 MK1946| MK1848 PLATTE CENTER TANK                  APPROX.12.2 KM 0743915.3 |
 MK1946| CO1855 MONROE RM 1                          38.666 METERS 09044     |
 MK1946| MK1899 COLUMBUS ST BONAVENTURE CH          APPROX.24.6 KM 1110419.0 |
 MK1946| MK1898 COLUMBUS MUNICIPAL TANK             APPROX.23.8 KM 1131142.1 |
 MK1946| MK1894 COLUMBUS ST ANTHONY CATH CH         APPROX.25.0 KM 1132540.7 |
 MK1946| MK1900 NORTHWESTERN PUB SERV CO N TWR      APPROX.33.7 KM 1132954.0 |
 MK1946| MK1897 NORTHWESTERN PUB SERV CO S TWR      APPROX.33.9 KM 1144810.6 |
 MK1946| MK1891 SHELBY MUNICIPAL TANK               APPROX.38.9 KM 1545453.8 |
 MK1946| MK1947 MONROE RM 3                          18.306 METERS 17610     |
 MK1946| CO1856 MONROE RM 2                         228.200 METERS 27029     |
 MK1946| CO1854 MONROE AZ MK                                       2705331.4 |
 MK1946|---------------------------------------------------------------------|
 MK1946
 MK1946                          SUPERSEDED SURVEY CONTROL
 MK1946
 MK1946  NAD 83(1986)-  41 30 42.47497(N)    097 37 24.72564(W) AD(       ) 1
 MK1946  NAD 27      -  41 30 42.42900(N)    097 37 23.55000(W) AD(       ) 1
 MK1946  NGVD 29 (07/19/86)  528.4    (m)         1734.     (f) VERT ANG       
 MK1946
 MK1946.Superseded values are not recommended for survey control.
 MK1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1946.See file dsdata.txt to determine how the superseded data were derived.
 MK1946
 MK1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1486496488(NAD 83)
 MK1946_MARKER: DS = TRIANGULATION STATION DISK
 MK1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1946_STAMPING: MONROE 1930
 MK1946_MARK LOGO: CGS   
 MK1946_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1946+STABILITY: SURFACE MOTION
 MK1946
 MK1946  HISTORY     - Date     Condition        Report By
 MK1946  HISTORY     - 1930     MONUMENTED       CGS
 MK1946  HISTORY     - 1934     GOOD             NEGS
 MK1946  HISTORY     - 1935     GOOD             CGS
 MK1946  HISTORY     - 1966     GOOD             CGS
 MK1946  HISTORY     - 1972     GOOD             NGS
 MK1946  HISTORY     - 19951010 SEE DESCRIPTION  NGS
 MK1946
 MK1946                          STATION DESCRIPTION
 MK1946
 MK1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1946'STATION IS ABOUT 2-1/2 MILES N AND 1-1/3 MILES W OF MONROE,
 MK1946'IN THE SE 1/4 OF SEC. 23, T 18 N, R 3 W, ON LAND OWNED BY
 MK1946'L.A. HILL WHO LIVES ABOUT 1/3 MILE E IN THE NW CORNER OF THE
 MK1946'ROADS.  AT THE POINT WHERE THE ROAD GOES OVER THE TOP OF THE
 MK1946'HILL THERE IS A LANE ON THE N SIDE SEPARATING A GRAIN FIELD
 MK1946'FROM THE ROAD.  THE STATION IS ON THE FENCE BETWEEN ROAD
 MK1946'AND LANE AND IS 5 METERS N OF CENTER LINE OF THE ROAD. BOTH
 MK1946'REFERENCE MARKS ARE ALONG THE SAME FENCE.
 MK1946'
 MK1946'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1946'DISKS SET IN CONCRETE.
 MK1946'
 MK1946'STATION AND REFERENCE MARK NO. 2 ARE BOTH FLUSH WITH THE SURFACE
 MK1946'BUT REFERENCE MARK NO. 1 IS ABOUT 4 INCHES BELOW THE SURFACE
 MK1946'AND MAY BE COVERED.
 MK1946'
 MK1946'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 MK1946
 MK1946                          STATION RECOVERY (1934)
 MK1946
 MK1946'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 MK1946'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 MK1946'ORIGINAL DESCRIPTION IS STILL GOOD.
 MK1946
 MK1946                          STATION RECOVERY (1935)
 MK1946
 MK1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1946'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION,
 MK1946'AND AS DESCRIBED.
 MK1946'
 MK1946'STATION AND REFERENCE MARKS ARE IN FENCE LINE BETWEEN ROAD
 MK1946'AND LANE, 25 FEET N OF CENTER LINE OF ROAD.  STATION AND
 MK1946'REFERENCE MARK NO. 2 ARE FLUSH MARKS, STANDARD DISKS SET IN
 MK1946'BLOCKS OF CONCRETE ABOUT 12 INCHES SQUARE, AS IS REFERENCE
 MK1946'MARK NO. 1, WITH THE EXCEPTION THAT IT IS ABOUT 4 INCHES
 MK1946'BELOW THE SURFACE OF THE GROUND.  MEASUREMENT IS 38.655
 MK1946'METERS AND 126.82 FEET TO REFERENCE MARK NO. 1 WAS CHECKED.
 MK1946'UNABLE TO CHECK DISTANCE OF 228.2 METERS TO REFERENCE MARK
 MK1946'NO. 2 DUE TO LOCAL OBSTRUCTIONS.
 MK1946'
 MK1946'ONE NEW MARK WAS ESTABLISHED, STAMPED MONROE AZIMUTH MARK
 MK1946'1935 AND IT IS 1 MILE W OF STATION IN W FENCE OF SCHOOLYARD
 MK1946'PLAYGROUND, 95 FEET W OF W SIDE OF SCHOOL, 110 FEET N OF CENTER
 MK1946'LINE OF E-W ROAD.
 MK1946'
 MK1946'REACHED FROM BANK OF MONROE IN MONROE BY GOING N 2.5 MILES,
 MK1946'THENCE W 1.25 MILES TO TOP OF HILL AND STATION.
 MK1946
 MK1946                          STATION RECOVERY (1966)
 MK1946
 MK1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1946'ALL MARKS WERE RECOVERED AND ARE IN GOOD CONDITION.  STATION MARK IS
 MK1946'DIRECTLY BENEATH A POWERLINE, THEREFORE A STEEL TOWER COULD NOT BE
 MK1946'ERECTED OVER THE MARK.
 MK1946'
 MK1946'A REFERENCE MARK NUMBER 3 WAS ESTABLISHED AND DISTANT OBSERVATIONS
 MK1946'MADE FROM A TOWER OVER THIS MARK.
 MK1946'
 MK1946'REFERENCE MARK NUMBER 2 WAS NOT MEASURED TO FROM THE STATION MARK DUE
 MK1946'TO THE LONG DISTANCE AND A FENCELINE OBSTRUCTION.
 MK1946'
 MK1946'STATION MARK DISK IS STAMPED MONROE 1930, SET IN THE TOP OF A SQUARE
 MK1946'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 MK1946'MARK IS 36 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD,
 MK1946'5.5 FEET NORTHWEST OF A POWERLINE POLE, 6 INCHES SOUTH OF A METAL
 MK1946'WITNESS POST AND AN EAST-WEST FENCELINE.
 MK1946'
 MK1946'REFERENCE MARK NUMBER 1 DISK IS STAMPED MONROE NO 1 1930, SET IN THE
 MK1946'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 4 INCHES BELOW THE
 MK1946'SURFACE OF THE GROUND.  MARK IS 124 FEET EAST OF A POWERLINE POLE,
 MK1946'AND 36 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.
 MK1946'
 MK1946'REFERENCE MARK NUMBER 2 DISK IS STAMPED MONROE NO 2 1930, SET IN THE
 MK1946'TOP OF A SQUARE CONCRETE MONUMENT AND IS FLUSH WITH THE SURFACE OF
 MK1946'THE GROUND.  MARK IS 76 FEET EAST OF A POWERLINE POLE, 36 FEET NORTH
 MK1946'OF THE CENTER OF THE GRAVELED ROAD AND 6 INCHES SOUTH OF THE
 MK1946'FENCELINE.
 MK1946'
 MK1946'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 MK1946'MONROE NO 3 1930 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 MK1946'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  A SUB-SURFACE
 MK1946'REFERENCE MARK DISK WAS SET ALSO AND THE DISK IS STAMPED THE SAME
 MK1946'AS THE SURFACE DISK.  MARK IS 55.5 FEET SOUTH OF A POWERLINE POLE,
 MK1946'24 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 10 FEET
 MK1946'NORTH OF AN EAST-WEST FENCELINE.
 MK1946'
 MK1946'AZIMUTH MARK DISK IS STAMPED MONROE 1930 1935 AND THE MARK PROJECTS
 MK1946'ABOUT 4 INCHES.  DISK IS SET IN THE TOP OF A SQUARE CONCRETE
 MK1946'MONUMENT.  MARK IS 105 FEET NORTH OF THE CENTER OF THE EAST-WEST
 MK1946'GRAVELED ROAD, 99.0 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 MK1946'A BRICK SCHOOL BUILDING, 77.0 FEET NORTH-NORTHWEST OF A POWERLINE
 MK1946'POLE, 20.3 FEET SOUTH-SOUTHWEST OF A 10-INCH ELM TREE AND 1 FOOT
 MK1946'EAST OF A NORTH-SOUTH FENCE.
 MK1946'
 MK1946'STATION IS REACHED FROM THE BANK BUILDING AND POST OFFICE IN THE TOWN
 MK1946'OF MONROE.  GO NORTH ON STREET FOR 0.1 MILE TO THE JUNCTION WITH
 MK1946'STATE HIGHWAY 22.  CROSS THE HIGHWAY AND CONTINUE NORTH ON A SURFACED
 MK1946'ROAD FOR 2.4 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A
 MK1946'GRAVELED ROAD FOR 1.25 MILES TO THE CREST OF A HILL AND STATION
 MK1946'ON THE RIGHT.
 MK1946'
 MK1946'AZIMUTH MARK IS REACHED FROM THE STATION.  GO WEST ON THE GRAVELED
 MK1946'ROAD FOR 0.6 MILE TO A GRAVELED CROSS ROAD.  CONTINUE WEST ON
 MK1946'GRAVELED ROAD FOR 0.35 MILE TO A BRICK SCHOOL BUILDING AND THE MARK
 MK1946'ON THE RIGHT, NORTH SIDE OF THE ROAD, AS DESCRIBED.
 MK1946'
 MK1946'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 MK1946'NORTH-NORTHWEST OF MONROE.
 MK1946'
 MK1946'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MK1946
 MK1946                          STATION RECOVERY (1972)
 MK1946
 MK1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MK1946'THE STATION MARK, REFERENCE MARKS 1 AND 2, THE AZIMUTH MARK
 MK1946'AND THE 1930 STATION MARK WERE RECOVERED AND FOUND TO BE IN
 MK1946'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL THE MARKS
 MK1946'COMPARED FAVORABLY WITH THE 1968 OBSERVATIONS.  THE 1968
 MK1946'RECOVERY NOTE WAS FOUND TO BE COMPLETE AND ADEQUATE.
 MK1946'
 MK1946'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 MK1946'NORTHWEST OF MONROE.
 MK1946
 MK1946                          STATION RECOVERY (1995)
 MK1946
 MK1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MK1946'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND REFERENCE MARK 3
 MK1946'WERE DESTROYED DUE TO PLANNED ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4136 ***********************************************************************
 AB4136  CBN         -  This is a Cooperative Base Network Control Station.
 AB4136  DESIGNATION -  MONROE 2
 AB4136  PID         -  AB4136
 AB4136  STATE/COUNTY-  NE/PLATTE
 AB4136  USGS QUAD   -  TARNOV (1985)
 AB4136
 AB4136                         *CURRENT SURVEY CONTROL
 AB4136  ___________________________________________________________________
 AB4136* NAD 83(1995)-  41 30 42.81654(N)    097 37 29.07178(W)     ADJUSTED  
 AB4136* NAVD 88     -       527.5    (meters)    1731.     (feet)  GPS OBS   
 AB4136  ___________________________________________________________________
 AB4136  X           -    -634,693.107 (meters)                     COMP
 AB4136  Y           -  -4,741,184.979 (meters)                     COMP
 AB4136  Z           -   4,205,494.467 (meters)                     COMP
 AB4136  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AB4136  ELLIP HEIGHT-         502.40  (meters)          (07/10/01) GPS OBS
 AB4136  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AB4136
 AB4136  HORZ ORDER  -  B
 AB4136  ELLP ORDER  -  FOURTH    CLASS I
 AB4136
 AB4136.The horizontal coordinates were established by GPS observations
 AB4136.and adjusted by the National Geodetic Survey in June 1996..
 AB4136
 AB4136.The orthometric height was determined by GPS observations and a
 AB4136.high-resolution geoid model.
 AB4136
 AB4136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4136
 AB4136.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4136
 AB4136.The ellipsoidal height was determined by GPS observations
 AB4136.and is referenced to NAD 83.
 AB4136
 AB4136.The geoid height was determined by GEOID03.
 AB4136
 AB4136;                    North         East     Units Scale Factor Converg.
 AB4136;SPC NE       -   189,085.211   698,196.010   MT  0.99965860   +1 34 26.7
 AB4136;UTM  14      - 4,596,497.574   614,763.187   MT  0.99976208   +0 54 41.7
 AB4136
 AB4136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4136!SPC NE       -   0.99992120  x   0.99965860  =   0.99957983
 AB4136!UTM  14      -   0.99992120  x   0.99976208  =   0.99968330
 AB4136
 AB4136                          SUPERSEDED SURVEY CONTROL
 AB4136
 AB4136  ELLIP H (06/25/96)  502.50   (m)                       GP(       ) 1 1
 AB4136
 AB4136.Superseded values are not recommended for survey control.
 AB4136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4136.See file dsdata.txt to determine how the superseded data were derived.
 AB4136
 AB4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1476396498(NAD 83)
 AB4136_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4136_STAMPING: MONROE 2 1995
 AB4136_MARK LOGO: NGS   
 AB4136_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB4136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4136+STABILITY: SURFACE MOTION
 AB4136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4136+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 AB4136
 AB4136  HISTORY     - Date     Condition        Report By
 AB4136  HISTORY     - 1995     MONUMENTED       NEDR
 AB4136  HISTORY     - 20000605 GOOD             NEDR
 AB4136
 AB4136                          STATION DESCRIPTION
 AB4136
 AB4136'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1995 (HED)
 AB4136'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF PLATTE CENTER, 3.0
 AB4136'MI (4.8 KM) NORTH OF MONROE, IN THE SE1/4, SEC23, T18N, R3W AND ON
 AB4136'PROPERTY OWNED BY MR. ROSS HILL, MONROE, NEBRASKA.  TELEPHONE
 AB4136'402-495-3617.  THE PROPERTY IS CURRENTLY RENTED TO GERALD MICEK,
 AB4136'TELEPHONE 402-495-4477.  TO REACH THE MARK FROM THE POST OFFICE AND
 AB4136'BANK BUILDING IN MONROE, GO NORTH ON WEBSTER STREET FOR 0.05 MI (0.08
 AB4136'KM) TO STATE HIGHWAY 22.  CONTINUE NORTH ON WEBSTER STREET AND A
 AB4136'GRAVELED COUNTY ROAD FOR 2.4 MI (3.9 KM) TO A CROSSROAD.  TURN LEFT
 AB4136'AND GO WEST ON A GRAVELED ROAD FOR 1.30 MI (2.09 KM) TO THE MARK ON
 AB4136'THE RIGHT, JUST WEST OF FIELD ENTRANCES ON EITHER SIDE OF THE ROAD.
 AB4136'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 AB4136'FLUSH WITH THE GROUND SURFACE.  IT IS 230 FT (70.1 M) WEST OF THE
 AB4136'CENTERLINE OF THE FIELD ENTRANCE ON THE NORTH SIDE OF THE ROAD, 67.5
 AB4136'FT (20.6 M) NORTH OF THE CENTERLINE OF THE ROAD, 50.8 FT (15.5 M)
 AB4136'NORTHWEST OF A UTILITY POLE, 9.865 M (32.365 FT) SOUTHEAST OF A REBAR
 AB4136'AND CAP IN AN OLD NORTH-SOUTH FENCE, 4.899 M (16.073 FT) NORTHEAST OF
 AB4136'AN OLD FENCE CORNER POST, 3.655 M (11.991 FT) EAST OF A REBAR AND CAP
 AB4136'IN THE OLD NORTH-SOUTH FENCE, 0.64 M (2.10 FT) SOUTH OF A WITNESS POST
 AB4136'AND 0.64 M (2.10 FT) NORTH FROM A WITNESS POST.  A MAGNET WAS PLACED
 AB4136'IN BOTH THE SURFACE MARK AND THE UNDERGROUND MARK.
 AB4136
 AB4136                          STATION RECOVERY (2000)
 AB4136
 AB4136'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4136'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4118 ***********************************************************************
 AB4118  CBN         -  This is a Cooperative Base Network Control Station.
 AB4118  DESIGNATION -  MONUMENT 2
 AB4118  PID         -  AB4118
 AB4118  STATE/COUNTY-  NE/LINCOLN
 AB4118  USGS QUAD   -  SUTHERLAND RESERVOIR WEST (1971)
 AB4118
 AB4118                         *CURRENT SURVEY CONTROL
 AB4118  ___________________________________________________________________
 AB4118* NAD 83(1995)-  41 04 37.41262(N)    101 08 20.78090(W)     ADJUSTED  
 AB4118* NAVD 88     -       963.5    (meters)    3161.     (feet)  GPS OBS   
 AB4118  ___________________________________________________________________
 AB4118  X           -    -930,349.693 (meters)                     COMP
 AB4118  Y           -  -4,724,959.556 (meters)                     COMP
 AB4118  Z           -   4,169,496.706 (meters)                     COMP
 AB4118  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AB4118  ELLIP HEIGHT-         941.53  (meters)          (09/24/01) GPS OBS
 AB4118  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 AB4118
 AB4118  HORZ ORDER  -  B
 AB4118  ELLP ORDER  -  FOURTH    CLASS I
 AB4118
 AB4118.The horizontal coordinates were established by GPS observations
 AB4118.and adjusted by the National Geodetic Survey in June 1996..
 AB4118
 AB4118.The orthometric height was determined by GPS observations and a
 AB4118.high-resolution geoid model.
 AB4118
 AB4118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4118
 AB4118.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4118
 AB4118.The ellipsoidal height was determined by GPS observations
 AB4118.and is referenced to NAD 83.
 AB4118
 AB4118.The geoid height was determined by GEOID03.
 AB4118
 AB4118;                    North         East     Units Scale Factor Converg.
 AB4118;SPC NE       -   138,716.449   404,305.615   MT  0.99968643   -0 45 17.6
 AB4118;UTM  14      - 4,549,516.087   320,301.834   MT  0.99999744   -1 24 21.3
 AB4118
 AB4118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4118!SPC NE       -   0.99985233  x   0.99968643  =   0.99953881
 AB4118!UTM  14      -   0.99985233  x   0.99999744  =   0.99984978
 AB4118
 AB4118                          SUPERSEDED SURVEY CONTROL
 AB4118
 AB4118  ELLIP H (06/25/96)  941.58   (m)                       GP(       ) 1 1
 AB4118
 AB4118.Superseded values are not recommended for survey control.
 AB4118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4118.See file dsdata.txt to determine how the superseded data were derived.
 AB4118
 AB4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL2030249516(NAD 83)
 AB4118_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB4118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4118_STAMPING: NPPD MON 2 EL 3161.72 E=154835520 N=51808699
 AB4118_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB4118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4118+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1995
 AB4118
 AB4118  HISTORY     - Date     Condition        Report By
 AB4118  HISTORY     - UNK      MONUMENTED       NEPPD
 AB4118  HISTORY     - 19950515 GOOD             NGS
 AB4118
 AB4118                          STATION DESCRIPTION
 AB4118
 AB4118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4118'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF HERSHEY, 6.0
 AB4118'MI (9.7 KM) SOUTH OF SUTHERLAND, 0.1 MI (0.2 KM) SOUTHEAST OF THE
 AB4118'GERALD GENTLEMAN POWER PLANT, IN THE SE1/4, SEC19, T13N, R33W AND ON
 AB4118'PROPERTY OWNED BY THE NEBRASKA PUBLIC POWER DISTRICT.  CONTACT TOM
 AB4118'SCHROEDER, ENGINEERING SUPERVISOR, GENTLEMAN STATION, BOX 68,
 AB4118'SUTHERLAND, NEBRASKA, 69165.  TELEPHONE 308-386-2441.  TO REACH THE
 AB4118'MARK FROM WHERE INTERSTATE HIGHWAY 80 CROSSES OVER STATE HIGHWAY 25
 AB4118'ABOUT 1.0 MI (1.6 KM) SOUTH OF SUTHERLAND, GO SOUTHERLY ON HIGHWAY 25
 AB4118'FOR 5.2 MI (8.4 KM) TO THE ENTRANCE TO THE POWER PLANT ON THE LEFT.
 AB4118'TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.5 MI (0.8 KM) TO A
 AB4118'SECURITY GATE.  NOTIFY THE SECURITY GUARD, THEN CONTINUE EAST FOR 0.1
 AB4118'MI (0.2 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH, ALONG THE
 AB4118'WEST SIDE OF THE PLANT AND CROSSING A RAILROAD TRACK, FOR 0.1 MI (0.2
 AB4118'KM) TO A CROSSROAD.  TURN LEFT AND GO EAST, ALONG THE SOUTH SIDE OF
 AB4118'THE PLANT FOR 0.1 MI (0.2 KM) TO A CROSSROAD.  TURN RIGHT AND GO
 AB4118'SOUTH, CROSSING A RAILROAD TRACK, FOR 0.1 MI (0.2 KM) TO A CURVE, LEFT
 AB4118'AND EAST.  CONTINUE EAST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT,
 AB4118'ATOP A HILL, SOUTH OF A RAILROAD TRACK.  THE MARK IS A PLAIN BRASS
 AB4118'DISK SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 10.0 FT
 AB4118'(3.0 M) DEEP AND FLUSH WITH THE GROUND SURFACE.  IT IS SURROUNDED BY 3
 AB4118'IRON PIPES THAT PROJECT 4.0 FT (1.2 M) ABOVE THE GROUND SURFACE AND IS
 AB4118'60.0 FT (18.3 M) NORTH FROM THE CENTERLINE OF THE POWER PLANT ROAD AND
 AB4118'2.5 FT (0.8 M) NORTHWEST FROM A WITNESS POST.  REBAR WAS DRIVEN BESIDE
 AB4118'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4132 ***********************************************************************
 AB4132  HT_MOD      -  This is a Height Modernization Survey Station.
 AB4132  CBN         -  This is a Cooperative Base Network Control Station.
 AB4132  DESIGNATION -  MONUMENT 5
 AB4132  PID         -  AB4132
 AB4132  STATE/COUNTY-  NE/LANCASTER
 AB4132  USGS QUAD   -  HALLAM (1964)
 AB4132
 AB4132                         *CURRENT SURVEY CONTROL
 AB4132  ___________________________________________________________________
 AB4132* NAD 83(1995)-  40 33 59.45073(N)    096 47 05.15997(W)     ADJUSTED  
 AB4132* NAVD 88     -       435.78   (meters)    1429.7    (feet)  GPS OBS   
 AB4132  ___________________________________________________________________
 AB4132  X           -    -573,255.991 (meters)                     COMP
 AB4132  Y           -  -4,818,364.935 (meters)                     COMP
 AB4132  Z           -   4,126,239.889 (meters)                     COMP
 AB4132  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AB4132  ELLIP HEIGHT-         409.62  (meters)          (07/10/01) GPS OBS
 AB4132  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AB4132
 AB4132  HORZ ORDER  -  B
 AB4132  ELLP ORDER  -  FOURTH    CLASS I
 AB4132
 AB4132.The horizontal coordinates were established by GPS observations
 AB4132.and adjusted by the National Geodetic Survey in June 1996..
 AB4132
 AB4132.The orthometric height was determined by GPS observations and a
 AB4132.high-resolution geoid model using precise GPS observation and
 AB4132.processing techniques.
 AB4132
 AB4132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4132
 AB4132.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4132
 AB4132.The ellipsoidal height was determined by GPS observations
 AB4132.and is referenced to NAD 83.
 AB4132
 AB4132.The geoid height was determined by GEOID03.
 AB4132
 AB4132;                    North         East     Units Scale Factor Converg.
 AB4132;SPC NE       -    86,466.086   772,159.347   MT  0.99979181   +2 07 50.6
 AB4132;UTM  14      - 4,492,996.036   687,527.048   MT  1.00003288   +1 26 27.8
 AB4132
 AB4132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4132!SPC NE       -   0.99993575  x   0.99979181  =   0.99972757
 AB4132!UTM  14      -   0.99993575  x   1.00003288  =   0.99996863
 AB4132
 AB4132                          SUPERSEDED SURVEY CONTROL
 AB4132
 AB4132  ELLIP H (06/25/96)  409.74   (m)                       GP(       ) 1 1
 AB4132
 AB4132.Superseded values are not recommended for survey control.
 AB4132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4132.See file dsdata.txt to determine how the superseded data were derived.
 AB4132
 AB4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8752792996(NAD 83)
 AB4132_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB4132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4132_MARK LOGO: NEPPD 
 AB4132_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4132+STABILITY: SURFACE MOTION
 AB4132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4132+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AB4132
 AB4132  HISTORY     - Date     Condition        Report By
 AB4132  HISTORY     - UNK      MONUMENTED       NEPPD
 AB4132  HISTORY     - 19950601 GOOD             NGS
 AB4132  HISTORY     - 20000613 GOOD             NEDR
 AB4132  HISTORY     - 2002     GOOD             NEDR
 AB4132
 AB4132                          STATION DESCRIPTION
 AB4132
 AB4132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4132'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHWEST OF COURTLAND, 2.0
 AB4132'MI (3.2 KM) NORTH OF HALLAM, 0.5 MI (0.8 KM) NORTH-NORTHWEST OF THE
 AB4132'NEBRASKA PUBLIC POWER DISTRICT SHELDON STATION POWER PLANT, ON PLANT
 AB4132'PROPERTY AND IN THE NE1/4, SEC19, T7N, R6E.  THE CONTACT AT NPPD IS
 AB4132'MIKE TEETER, SHELDON STATION, BOX 88, HALLAM, NEBRASKA 68368.
 AB4132'TELEPHONE 402-787-2555.  TO REACH THE MARK FROM THE POST OFFICE IN
 AB4132'HALLAM, GO EAST ON MAIN STREET AND WEST HALLAM ROAD FOR 0.45 MI (0.72
 AB4132'KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO NORTH ON SOUTHWEST 42ND
 AB4132'STREET FOR 2.0 MI (3.2 KM) TO A GRAVELED CROSSROAD. TURN LEFT AND GO
 AB4132'WEST ON WEST PRINCETON ROAD FOR 0.25 MI (0.40 KM) TO A SIDE ROAD ON
 AB4132'THE LEFT LEADING INTO THE POWER PLANT AND THE MARK IN THE SOUTHWEST
 AB4132'ANGLE OF THE INTERSECTION.  THE MARK IS AN ALUMINUM DISK, WHICH BEARS
 AB4132'THE PRECAST LETTERING--NPPD COLUMBUS NE--BUT NO STAMPING, THAT IS SET
 AB4132'INTO THE TOP OF A 2 FT (0.6 M) DIAMETER ROUND CONCRETE MONUMENT, SET 6
 AB4132'FT (1.8 M) DEEP, THAT IS FLUSH WITH THE GROUND.  IT IS 40.5 FT (12.3
 AB4132'M) SOUTH OF THE CENTERLINE OF WEST PRINCETON ROAD, 31.5 FT (9.6 M)
 AB4132'WEST OF THE CENTERLINE OF THE ROAD INTO THE POWER PLANT, 11.8 FT (3.6
 AB4132'M) SOUTHWEST OF A FENCE CORNER POST, 9.9 FT (3.0 M) SOUTHEAST OF A
 AB4132'WITNESS POST AND IS ABOUT 2 FT (0.6 M) LOWER THAN THE ROADS.
 AB4132
 AB4132                          STATION RECOVERY (2000)
 AB4132
 AB4132'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4132'RECOVERED AS DESCRIBED.
 AB4132
 AB4132                          STATION RECOVERY (2002)
 AB4132
 AB4132'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 AB4132'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1387 ***********************************************************************
 LF1387  DESIGNATION -  MOODY RESET
 LF1387  PID         -  LF1387
 LF1387  STATE/COUNTY-  NE/NEMAHA
 LF1387  USGS QUAD   -  AUBURN (1966)
 LF1387
 LF1387                         *CURRENT SURVEY CONTROL
 LF1387  ___________________________________________________________________
 LF1387* NAD 83(1995)-  40 27 41.79264(N)    095 48 34.67446(W)     ADJUSTED  
 LF1387* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 LF1387  ___________________________________________________________________
 LF1387  LAPLACE CORR-          -6.66  (seconds)                    DEFLEC99
 LF1387  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LF1387
 LF1387  HORZ ORDER  -  FIRST
 LF1387
 LF1387.The horizontal coordinates were established by classical geodetic methods
 LF1387.and adjusted by the National Geodetic Survey in August 1997..
 LF1387
 LF1387.The orthometric height was scaled from a topographic map.
 LF1387
 LF1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1387
 LF1387.The geoid height was determined by GEOID03.
 LF1387
 LF1387;                    North         East     Units Scale Factor Converg.
 LF1387;SPC NE       -    78,367.666   855,208.585   MT  0.99982314   +2 46 37.0
 LF1387;UTM  15      - 4,482,785.382   261,778.157   MT  1.00029861   -1 49 26.9
 LF1387
 LF1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1387!SPC NE       -   0.99994896  x   0.99982314  =   0.99977210
 LF1387!UTM  15      -   0.99994896  x   1.00029861  =   1.00024755
 LF1387
 LF1387|---------------------------------------------------------------------|
 LF1387| PID    Reference Object                     Distance      Geod. Az  |
 LF1387|                                                           dddmmss.s |
 LF1387| CL7930 MOODY RM 3                          391.575 METERS 00305     |
 LF1387| CL7931 MOODY RM 4                          465.564 METERS 0330918.1 |
 LF1387| LF1367 PERU MUNICIPAL TANK                 APPROX. 6.5 KM 0765547.5 |
 LF1387| CL7928 MOODY RM 1                           39.605 METERS 08943     |
 LF1387| CL7927 MOODY AZ MK                                        0923722.0 |
 LF1387| CL7929 MOODY RM 2                           40.672 METERS 27158     |
 LF1387|---------------------------------------------------------------------|
 LF1387
 LF1387                          SUPERSEDED SURVEY CONTROL
 LF1387
 LF1387  NAD 83(1986)-  40 27 41.79906(N)    095 48 34.67018(W) AD(       ) 1
 LF1387  NAD 27      -  40 27 41.79400(N)    095 48 33.67700(W) AD(       ) 1
 LF1387
 LF1387.Superseded values are not recommended for survey control.
 LF1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1387.See file dsdata.txt to determine how the superseded data were derived.
 LF1387
 LF1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6177882785(NAD 83)
 LF1387_MARKER: DS = TRIANGULATION STATION DISK
 LF1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1387_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LF1387
 LF1387  HISTORY     - Date     Condition        Report By
 LF1387  HISTORY     - 1934     MONUMENTED       CGS
 LF1387  HISTORY     - 1947     GOOD             CGS
 LF1387  HISTORY     - 1967     GOOD             CGS
 LF1387
 LF1387                          STATION DESCRIPTION
 LF1387
 LF1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1387'STATION IS ABOUT 6 MILES NORTHEAST OF AUBURN, IN NORTHWEST
 LF1387'QUARTER OF SEC. 26 T. 6 N., R. 14 E., ON LAND OWNED BY MR. MOODY
 LF1387'WHO LIVES 0.2 MILE SOUTH-SOUTHEAST OF STATION.  MARK, NOTE 1B,
 LF1387'IS PLACED AT NORTH EDGE OF WHEAT FIELD, 10 FEET SOUTH OF HEDGE
 LF1387'FENCE, 273 FEET EAST OF AN 18-INCH CHERRY TREE WHICH IS IN
 LF1387'NORTH-SOUTH HEDGE FENCE.  UNDERGROUND MARK IS SET AS DESCRIBED.
 LF1387'
 LF1387'REACHED FROM AUBURN POST OFFICE BY GOING NORTH ON U.S. HIGHWAY
 LF1387'75 FOR 4.5 MILES TO A DIRT ROAD, THENCE EAST 1.55 MILES TO
 LF1387'GATE IN NORTH FENCE LINE WHICH IS JUST WEST OF A SMALL CEMETERY,
 LF1387'GO DUE NORTH THROUGH GATE 0.2 MILE TO HEDGE FENCE AND STATION.
 LF1387'
 LF1387'REFERENCE MARK NO.1 IS 39.605 METERS (129.94 FEET)
 LF1387'EAST OF STATION, 3 FEET SOUTH OF EAST-WEST THORN-HEDGE FENCE.
 LF1387'
 LF1387'REFERENCE MARK NO.2 IS 40.672 METERS (133.44 FEET)
 LF1387'WEST OF STATION 3 FEET SOUTH OF EAST-WEST THORN-HEDGE FENCE.
 LF1387'
 LF1387'AZIMUTH MARK IS 0.4 MILE EAST OF STATION.  TO REACH
 LF1387'FROM STATION, GO SOUTH 0.2 MILE TO DIRT ROAD, THENCE EAST 0.4
 LF1387'MILE TO CROSSROADS, THENCE NORTH 0.2 MILE TO MARK, 27 FEET
 LF1387'WEST OF CENTERLINE OF ROAD, 32 PACES SOUTH OF GATES ON BOTH SIDES
 LF1387'OF ROAD.
 LF1387'
 LF1387'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LF1387
 LF1387                          STATION RECOVERY (1947)
 LF1387
 LF1387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1387'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 LF1387'IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS AND DIRECTION
 LF1387'TO R.M. NO. 2 WERE NOT CHECKED DUE TO THICKNESS OF HEDGEROW.
 LF1387'DUE TO LENGTH OF HEDGEROWS IT WAS IMPOSSIBLE TO SET NEW REFERENCE
 LF1387'MARKS.
 LF1387'
 LF1387'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF AUBURN AT
 LF1387'THE EDGE OF A CULTIVATED FIELD AND 10 FEET SOUTH OF HEDGE FENCE.
 LF1387'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MOODY
 LF1387'1934.
 LF1387'
 LF1387'REFERENCE MARK NO. 1 IS 129.96 FEET (NOT CHECKED) EAST OF STATION,
 LF1387'3 FEET SOUTH OF HEDGE FENCE AND IS IN THE HEDGEROW.  THE MARK
 LF1387'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED MOODY NO 1 1934.
 LF1387'
 LF1387'REFERENCE MARK NO. 2 IS 133.44 FEET (NOT CHECKED) WEST OF STATION,
 LF1387'3 FEET SOUTH OF HEDGE FENCE AND IS IN THE HEDGEROW.  THE MARK
 LF1387'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED MOODY NO 2 1934.
 LF1387'
 LF1387'AZIMUTH MARK IS 0.4 MILE EAST OF STATION, 32 PACES SOUTH OF
 LF1387'GATE, 26 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD AND
 LF1387'2 FEET EAST OF FENCELINE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 LF1387'THE DISK IS A STANDARD REFERENCE MARK IS STAMPED MOODY AZI 1934.
 LF1387'
 LF1387'TO REACH STATION FROM POST OFFICE IN AUBURN GO NORTH ON U.S.
 LF1387'HIGHWAY NOS. 73 AND 75 FOR 4.7 MILES TO CROSS ROADS.  TURN RIGHT
 LF1387'AND GO EAST ON DIRT ROAD FOR 1.0 MILE TO CROSS ROAD.  CONTINUE EAST
 LF1387'FOR .55 MILE TO GATE IN NORTH FENCELINE WHICH IS JUST WEST OF A
 LF1387'SMALL CEMETERY.  GO DUE NORTH ACROSS CULTIVATED FIELD FOR 0.2
 LF1387'MILE TO HEDGE FENCE AND STATION AS DESCRIBED.
 LF1387'
 LF1387'TO REACH AZIMUTH FROM STATION GO SOUTH 0.2 MILE TO DIRT ROAD.  TURN
 LF1387'LEFT AND GO EAST 0.4 MILE TO CROSS ROAD.  TURN LEFT AND GO NORTH
 LF1387'0.2 MILE TO AZIMUTH ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 LF1387
 LF1387                          STATION RECOVERY (1967)
 LF1387
 LF1387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LF1387'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LF1387'WERE FOUND DISPLACED.  THE UNDERGROUND STATION MARK AND THE
 LF1387'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE STATION SITE IS NOW
 LF1387'IN A CULTIVATED FIELD AND THE PROPERTY OWNER REQUEST FOR THE
 LF1387'STATION MARK TO BE LOWERED AND THE REFERENCE MARKS BE SET IN THE
 LF1387'FENCE LINE NORTH OF THE STATION.
 LF1387'
 LF1387'THE STATION MARK WAS LOWERED AND REFERENCE MARKS NUMBER 3 AND 4
 LF1387'WERE SET.
 LF1387'
 LF1387'FOLLOWING IS A NEW DESCRIPTION.
 LF1387'
 LF1387'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 73, 75
 LF1387'AND 163 IN AUBURN, GO NORTH ON U.S. HIGHWAYS 73 AND 75 FOR 4.9
 LF1387'MILES TO THE JUNCTION OF STATE HIGHWAY 67.  TURN RIGHT AND GO
 LF1387'EAST ON STATE HIGHWAY 67 FOR 1.5 MILES TO A GATE ON THE RIGHT.
 LF1387'THE STATION IS ON THE HIGHEST POINT OF THE HILL AT THE QUARTER
 LF1387'SECTION LINE SOUTH-SOUTHEAST OF THE GATE.
 LF1387'
 LF1387'STATION SURFACE MARK, A STANDARD DISK STAMPED MOODY 1934 1967,
 LF1387'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 18 INCHES
 LF1387'BELOW THE SURFACE OF THE GROUND.  IT IS 1,286 FEET SOUTH OF AN
 LF1387'EAST-WEST FENCE.  THE UNDERGROUND MARK, A STANDARD DISK STAMPED
 LF1387'MOODY 1934, IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 LF1387'36 INCHES BELOW THE SURFACE OF THE GROUND.
 LF1387'
 LF1387'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MOODY 1934 NO.3
 LF1387'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LF1387'6 INCHES.  IT IS 42.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LF1387'67, 1 FOOT SOUTH OF AN EAST-WEST FENCE, AND 1 FOOT WEST OF
 LF1387'A METAL WITNESS POST.
 LF1387'
 LF1387'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MOODY 1934 NO. 4
 LF1387'1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LF1387'6 INCHES.  IT IS 40.5 FEET SOUTH OF THE CENTER OF STATE
 LF1387'HIGHWAY 67, 9 FEET WEST OF THE WEST GATE POST AT A FIELD
 LF1387'ENTRANCE, 1 FOOT SOUTH OF THE EAST-WEST FENCE, AND 1 FOOT EAST
 LF1387'OF A METAL WITNESS POST.
 LF1387'
 LF1387'AZIMUTH MARK, A STANDARD DISK STAMPED MOODY AZ. 1934, IS SET
 LF1387'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 LF1387'IS 95 FEET SOUTH OF THE CENTER OF A GATE, 27 FEET WEST OF THE
 LF1387'CENTER OF A NORTH-SOUTH ROAD, 2 FEET EAST OF A FENCE, AND 1
 LF1387'FOOT SOUTH OF A METAL WITNESS POST.
 LF1387'
 LF1387'TO REACH THE AZIMUTH MARK FROM THE GATE NORTH OF THE STATION, GO
 LF1387'EAST ON STATE HIGHWAY 67 FOR 0.5 MILE TO A CROSSROAD.  TURN RIGHT
 LF1387'AND GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON
 LF1387'THE RIGHT.
 LF1387'
 LF1387'BEING THE STATION IS UNDERGROUND IN AN CULTIVATED FIELD THE
 LF1387'ANGLES WERE OBSERVED FROM THE REFERENCE MARKS.
 LF1387'
 LF1387'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5-1/2
 LF1387'MILES NNE OF AUBURN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0407 ***********************************************************************
 NO0407  DESIGNATION -  MOON
 NO0407  PID         -  NO0407
 NO0407  STATE/COUNTY-  NE/BROWN
 NO0407  USGS QUAD   -  PHILBRICK LAKE (1985)
 NO0407
 NO0407                         *CURRENT SURVEY CONTROL
 NO0407  ___________________________________________________________________
 NO0407* NAD 83(1995)-  42 22 03.70644(N)    100 07 04.27582(W)     ADJUSTED  
 NO0407* NAVD 88     -       890.     (meters)    2920.     (feet)  SCALED    
 NO0407  ___________________________________________________________________
 NO0407  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 NO0407  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 NO0407
 NO0407  HORZ ORDER  -  SECOND
 NO0407
 NO0407.The horizontal coordinates were established by classical geodetic methods
 NO0407.and adjusted by the National Geodetic Survey in August 1997..
 NO0407
 NO0407.The orthometric height was scaled from a topographic map.
 NO0407
 NO0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0407
 NO0407.The geoid height was determined by GEOID03.
 NO0407
 NO0407;                    North         East     Units Scale Factor Converg.
 NO0407;SPC NE       -   281,396.132   490,294.306   MT  0.99977178   -0 04 41.2
 NO0407;UTM  14      - 4,691,207.550   407,956.289   MT  0.99970424   -0 45 12.1
 NO0407
 NO0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0407!SPC NE       -   0.99986384  x   0.99977178  =   0.99963565
 NO0407!UTM  14      -   0.99986384  x   0.99970424  =   0.99956812
 NO0407
 NO0407|---------------------------------------------------------------------|
 NO0407| PID    Reference Object                     Distance      Geod. Az  |
 NO0407|                                                           dddmmss.s |
 NO0407| CO3318 MOON RM                              14.403 METERS 01116     |
 NO0407| CO3319 MOON RM 1                            23.012 METERS 10748     |
 NO0407| CO3317 MOON AZ MK                                         2082726.9 |
 NO0407|---------------------------------------------------------------------|
 NO0407
 NO0407                          SUPERSEDED SURVEY CONTROL
 NO0407
 NO0407  NAD 83(1986)-  42 22 03.70955(N)    100 07 04.28599(W) AD(       ) 2
 NO0407  NAD 27      -  42 22 03.71800(N)    100 07 02.81700(W) AD(       ) 2
 NO0407
 NO0407.Superseded values are not recommended for survey control.
 NO0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0407.See file dsdata.txt to determine how the superseded data were derived.
 NO0407
 NO0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM0795691208(NAD 83)
 NO0407_MARKER: DD = SURVEY DISK
 NO0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0407
 NO0407  HISTORY     - Date     Condition        Report By
 NO0407  HISTORY     - 1949     MONUMENTED       USGS
 NO0407
 NO0407                          STATION DESCRIPTION
 NO0407
 NO0407'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NO0407'THE STATION IS LOCATED ABOUT 17.0 MILES SOUTH-SOUTHWEST OF
 NO0407'JOHNSTOWN, 0.75 MILE SOUTH OF THE WEST END OF MOON LAKE AND
 NO0407'0.5 MILE NORTH-NORTHEAST OF MR. RAY OATMANS HOME ON LAND
 NO0407'OWNED BY MR. ROY OATMAN.  IT IS ON THE HIGHEST POINT OF
 NO0407'SAND HILL, 6 FEET NORTH OF WITNESS POST.  IT IS A 6 INCH
 NO0407'SQUARE CONCRETE POST WITH A STANDARD DISK SET IN THE TOP.
 NO0407'IT IS STAMPED MOON 1947 AND PROJECTS 6 INCHES.
 NO0407'
 NO0407'REFERENCE MARK (USGS) IS NORTH OF THE STATION, ON THE NORTH
 NO0407'EDGE OF THE SAME HILL AS THE STATION.  IT IS A 6 INCH SQUARE
 NO0407'CONCRETE POST WITH A STANDARD DISK SET IN THE TOP.  IT IS
 NO0407'STAMPED REF MOON 1947 AND PROJECTS 4 INCHES.
 NO0407'
 NO0407'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, ON THE
 NO0407'EAST EDGE OF SAND BLOWOUT AND ON THE SAME ELEVATION AS THE
 NO0407'STATION.  IT IS STAMPED MOON NO 1 1949 AND PROJECTS 2 INCHES.
 NO0407'
 NO0407'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, 50 FEET NORTHWEST
 NO0407'OF THE CENTER OF CATTLE GUARD, 30 FEET WEST OF THE NORTH END
 NO0407'OF WIRE GATE, 5 FEET EAST OF TELEPHONE POLE, 2 FEET EAST OF
 NO0407'WITNESS POST AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS
 NO0407'STAMPED MOON 1949 AND PROJECTS 2 INCHES.
 NO0407'
 NO0407'TO REACH THE STATION FROM THE RAILROAD STATION IN JOHNSTOWN,
 NO0407'GO EAST ON U.S. HIGHWAY 20 FOR 1.6 MILES TO CROSSROADS, TURN
 NO0407'RIGHT AND GO SOUTH ON GRADED ROAD FOR 7.4 MILES TO DRIVEWAY
 NO0407'RIGHT TO MR. DORSEY KELLERS RANCH, CONTINUE SOUTH ON TRACK
 NO0407'ROAD FOR 1.2 MILES TO FORKS, TAKE LEFT FORK AND CONTINUE SOUTH
 NO0407'ON TRACK ROAD FOR 1.7 MILES TO CATTLE GUARD AND FORKS, TAKE
 NO0407'LEFT FORK AND CONTINUE SOUTH FOR 0.85 MILE TO CATTLE GUARD AND
 NO0407'FORKS, TAKE RIGHT FORK AND CONTINUE SOUTHERLY FOR 0.75 TO
 NO0407'FORKS EAST OF RANCH HOUSE, TAKE LEFT FORK AND CONTINUE ON
 NO0407'MAIN TRAVELED ROAD FOR 1.25 MILE TO CATTLE GUARD, CONTINUE
 NO0407'ON MAIN TRAVELED ROAD FOR 0.1 MILE TO FORKS, TAKE RIGHT
 NO0407'FORK AND CONTINUE ON MAIN TRAVELED ROAD FOR 1.4 MILES TO
 NO0407'LONE MAIL BOX ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON MAIN
 NO0407'TRAVELED ROAD FOR 2.25 MILE TO CATTLE GUARD, CONTINUE ON
 NO0407'MAIN ROAD FOR 0.1 MILE TO FORKS, TAKE RIGHT FORK AND GO
 NO0407'1.1 MILE TO GATE EAST OF WINDMILL, GO THROUGH GATE AND
 NO0407'CONTINUE WESTERLY UP VALLEY FOR 1.05 MILE TO RANCH HOUSE
 NO0407'SOUTH OF ROAD, CONTINUE WESTERLY UP VALLEY FOR 2.2 MILES TO
 NO0407'CATTLE GUARD AND AZIMUTH MARK NORTHWEST AS DESCRIBED,
 NO0407'CONTINUE WESTERLY ON TRACK ROAD FOR 0.15 MILE TO DRIVEWAY
 NO0407'ON THE EAST SIDE OF MR. ROY OATMANS HOUSE, TURN NORTH INTO
 NO0407'DRIVEWAY TO GATE NORTHEAST OF HOUSE, GO THROUGH GATE INTO
 NO0407'FEED LOT, TURN SHARP LEFT AND GO WEST TO GATE AT
 NO0407'SOUTHWEST CORNER OF BARN, GO THROUGH GATE AND GO ON WEST
 NO0407'SIDE OF BARN TO GATE AT THE NORTHWEST CORNER OF BARN, GO
 NO0407'THROUGH GATE INTO SMALL PASTURE AND GATE IN THE NORTHEAST
 NO0407'CORNER OF PASTURE, GO THROUGH GATE AND GO NORTH-NORTHEAST TO
 NO0407'TOP OF HILL AND STATION ABOUT 0.5 MILE NORTH-NORTHEAST OF
 NO0407'MR. ROY OATMANS HOUSE AS DESCRIBED.
 NO0407'
 NO0407'A 74 FOOT SIGNAL AT STATION MIDVALE IS VISIBLE AT 4 FEET.
 NO0407'
 NO0407'A 74 FOOT SIGNAL AT STATION GOOSE CREEK (USGS) IS VISIBLE AT
 NO0407'4 FEET.
 NO0407'
 NO0407'A 4 FOOT SIGNAL AT STATION SKULL IS VISIBLE AT 4 FEET.
 NO0407'
 NO0407'A 4 FOOT SIGNAL AT STATION MORRIS IS VISIBLE AT 4 FEET.
 NO0407'
 NO0407'A 4 FOOT SIGNAL AT STATION KELLER (USGS) IS VISIBLE AT 4 FEET.
 NO0407'
 NO0407'AN 87 FOOT SIGNAL AT STATION PARKS IS VISIBLE AT 4 FEET.
 NO0407'
 NO0407'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0583 ***********************************************************************
 MN0583  DESIGNATION -  MOON
 MN0583  PID         -  MN0583
 MN0583  STATE/COUNTY-  NE/KIMBALL
 MN0583  USGS QUAD   -  BENNETT RESERVOIR WEST (1979)
 MN0583
 MN0583                         *CURRENT SURVEY CONTROL
 MN0583  ___________________________________________________________________
 MN0583* NAD 83(1995)-  41 21 57.44163(N)    103 43 10.48925(W)     ADJUSTED  
 MN0583* NAVD 88     -      1510.     (meters)    4954.     (feet)  SCALED    
 MN0583  ___________________________________________________________________
 MN0583  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 MN0583  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 MN0583
 MN0583  HORZ ORDER  -  SECOND
 MN0583
 MN0583.The horizontal coordinates were established by classical geodetic methods
 MN0583.and adjusted by the National Geodetic Survey in August 1997..
 MN0583
 MN0583.The orthometric height was scaled from a topographic map.
 MN0583
 MN0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0583
 MN0583.The geoid height was determined by GEOID03.
 MN0583
 MN0583;                    North         East     Units Scale Factor Converg.
 MN0583;SPC NE       -   176,850.970   188,991.026   MT  0.99966156   -2 27 53.8
 MN0583;UTM  13      - 4,580,173.797   607,088.587   MT  0.99974113   +0 50 46.6
 MN0583
 MN0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0583!SPC NE       -   0.99976618  x   0.99966156  =   0.99942782
 MN0583!UTM  13      -   0.99976618  x   0.99974113  =   0.99950737
 MN0583
 MN0583:                Primary Azimuth Mark                     Grid Az
 MN0583:SPC NE       -  MOON AZ MK                               092 41 28.7
 MN0583:UTM  13      -  MOON AZ MK                               089 22 48.3
 MN0583
 MN0583|---------------------------------------------------------------------|
 MN0583| PID    Reference Object                     Distance      Geod. Az  |
 MN0583|                                                           dddmmss.s |
 MN0583| CP7790 MOON AZ MK                                         0901334.9 |
 MN0583| MN0581 SCHLUMBERGER RAD KAJ 629 MAST       APPROX. 5.5 KM 1235242.1 |
 MN0583| CP7791 MOON RM 1                            24.821 METERS 26638     |
 MN0583| CP7792 MOON RM 2                            78.611 METERS 34003     |
 MN0583| MN0584 HARRISBURG MOTOROLA COMMUN MST      APPROX. 6.9 KM 3533524.6 |
 MN0583|---------------------------------------------------------------------|
 MN0583
 MN0583                          SUPERSEDED SURVEY CONTROL
 MN0583
 MN0583  NAD 83(1995)-  41 21 57.44110(N)    103 43 10.48911(W) AD(       ) 2
 MN0583  NAD 83(1986)-  41 21 57.43250(N)    103 43 10.48803(W) AD(       ) 2
 MN0583  NAD 27      -  41 21 57.51140(N)    103 43 08.69260(W) AD(       ) 2
 MN0583
 MN0583.Superseded values are not recommended for survey control.
 MN0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0583.See file dsdata.txt to determine how the superseded data were derived.
 MN0583
 MN0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0708980174(NAD 83)
 MN0583_MARKER: DS = TRIANGULATION STATION DISK
 MN0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0583
 MN0583  HISTORY     - Date     Condition        Report By
 MN0583  HISTORY     - 1963     MONUMENTED       CGS
 MN0583
 MN0583                          STATION DESCRIPTION
 MN0583
 MN0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0583'THE STATION IS 9 MILES NORTH AND 3 MILES WEST OF KIMBALL,
 MN0583'IN THE SOUTHWEST QUARTER OF SECTION 11, T 16 N, R 56 W, AND
 MN0583'ON THE NORTH SIDE OF A SECTION LINE ROAD.
 MN0583'
 MN0583'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MN0583'AND STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR
 MN0583'7.05 MILES TO A CROSSROD.  CONTINUE NORTH ON HIGHWAY 71 FOR
 MN0583'1.95 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVEL
 MN0583'ROAD FOR 2.0 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 MN0583'NORTHWEST ANGLE OF THE INTERSECTION.  CONTINUE WEST ON THE
 MN0583'GRAVEL ROAD FOR 1.0 MILE TO A DRIVEWAY INTO A STORAGE YARD
 MN0583'FOR FARM MACHINERY ON THE RIGHT AND THE STATION ON THE WEST
 MN0583'SIDE OF THE DRIVEWAY.
 MN0583'
 MN0583'STATION MARKS ARE STANDARD DISKS STAMPED MOON 1963.  THE SURFACE
 MN0583'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0583'OF THE GROUND.  IT IS 85.5 FEET EAST OF A POWER POLE, 37 FEET
 MN0583'WEST OF THE CENTER OF THE DRIVEWAY, AND 35 FEET NORTH OF THE
 MN0583'CENTER OF THE GRAVEL ROAD.  THE UNDERGROUND DISK IS SET IN AN
 MN0583'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF
 MN0583'THE GROUND.
 MN0583'
 MN0583'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MOON NO 1 1963,
 MN0583'IS SET IN A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MN0583'IT IS 37 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, AND 3
 MN0583'FEET EAST OF THE POWER POLE.
 MN0583'
 MN0583'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MOON NO 2 1963,
 MN0583'IS SET IN A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MN0583'IT IS 2.5 FEET SOUTH OF A POWER POLE.
 MN0583'
 MN0583'AZIMUTH MARK, A STANDARD DISK STAMPED MOON 1963, IS SET IN
 MN0583'A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 MN0583'51 FEET NORTHWEST OF THE CENTER OF AN INTERSECTION, 2.2 FEET
 MN0583'WEST OF A POWER POLE, AND 2.0 FEET SOUTH OF A METAL WITNESS POST.
 MN0583'
 MN0583'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0464 ***********************************************************************
 NO0464  DESIGNATION -  MOON
 NO0464  PID         -  NO0464
 NO0464  STATE/COUNTY-  NE/CHERRY
 NO0464  USGS QUAD   -  MEDICINE LAKE (1985)
 NO0464
 NO0464                         *CURRENT SURVEY CONTROL
 NO0464  ___________________________________________________________________
 NO0464* NAD 83(1995)-  42 42 50.42660(N)    101 29 20.93734(W)     ADJUSTED  
 NO0464* NAVD 88     -      1050.     (meters)    3445.     (feet)  SCALED    
 NO0464  ___________________________________________________________________
 NO0464  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 NO0464  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 NO0464
 NO0464  HORZ ORDER  -  THIRD
 NO0464
 NO0464.The horizontal coordinates were established by classical geodetic methods
 NO0464.and adjusted by the National Geodetic Survey in August 1997..
 NO0464
 NO0464.The orthometric height was scaled from a topographic map.
 NO0464
 NO0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0464
 NO0464.The geoid height was determined by GEOID03.
 NO0464
 NO0464;                    North         East     Units Scale Factor Converg.
 NO0464;SPC NE       -   320,902.690   378,032.175   MT  0.99988145   -0 59 12.7
 NO0464;UTM  14      - 4,732,060.992   296,169.898   MT  1.00011117   -1 41 20.6
 NO0464
 NO0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0464!SPC NE       -   0.99983837  x   0.99988145  =   0.99971984
 NO0464!UTM  14      -   0.99983837  x   1.00011117  =   0.99994952
 NO0464
 NO0464:                Primary Azimuth Mark                     Grid Az
 NO0464:SPC NE       -  MOON AZ MK                               155 33 48.9
 NO0464:UTM  14      -  MOON AZ MK                               156 15 56.8
 NO0464
 NO0464|---------------------------------------------------------------------|
 NO0464| PID    Reference Object                     Distance      Geod. Az  |
 NO0464|                                                           dddmmss.s |
 NO0464| CQ3534 MOON AZ MK                                         1543436.2 |
 NO0464| CQ3535 MOON RM 1                            19.395 METERS 19202     |
 NO0464| CQ3536 MOON RM 2                            19.624 METERS 31644     |
 NO0464|---------------------------------------------------------------------|
 NO0464
 NO0464                          SUPERSEDED SURVEY CONTROL
 NO0464
 NO0464  NAD 83(1986)-  42 42 50.42169(N)    101 29 20.94442(W) AD(       ) 3
 NO0464  NAD 27      -  42 42 50.44800(N)    101 29 19.37400(W) AD(       ) 3
 NO0464
 NO0464.Superseded values are not recommended for survey control.
 NO0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0464.See file dsdata.txt to determine how the superseded data were derived.
 NO0464
 NO0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN9617032061(NAD 83)
 NO0464_MARKER: DS = TRIANGULATION STATION DISK
 NO0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0464
 NO0464  HISTORY     - Date     Condition        Report By
 NO0464  HISTORY     - 1949     MONUMENTED       CGS
 NO0464
 NO0464                          STATION DESCRIPTION
 NO0464
 NO0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0464'THE STATION IS LOCATED ABOUT 15.5 MILES SOUTH OF ELI, ABOUT 0.5
 NO0464'OF A MILE SOUTH OF MEDICINE CREEK AND ABOUT 2.0 MILES WEST
 NO0464'AND 1.0 MILE NORTH OF THE SITE OF THE OLD BAILEY POST OFFICE.
 NO0464'IT IS ON THE TOP OF THE HIGHEST SAND HILL IN THE IMMEDIATE
 NO0464'VICINITY OVERLOOKING A LAKE TO THE NORTHWEST AND A LAKE TO
 NO0464'THE NORTHEAST.  IT IS 6.0 FEET NORTHEAST OF A WITNESS POST.
 NO0464'IT PROJECTS 4 INCHES AND IS STAMPED MOON 1949.
 NO0464'
 NO0464'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTHWEST SLOPE OF THE
 NO0464'HILL ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NO0464'PROJECTS 3 INCHES AND IS STAMPED MOON NO 1 1949.
 NO0464'
 NO0464'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTHWEST SLOPE OF THE
 NO0464'HILL ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NO0464'PROJECTS 2 INCHES AND IS STAMPED MOON NO 2 1949.
 NO0464'
 NO0464'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0464'NO. 2 IS 113.43 FEET.
 NO0464'
 NO0464'THE AZIMUTH MARK IS ABOUT 0.05 OF A MILE EAST OF A T FENCE
 NO0464'CORNER, 1.0 FOOT EAST OF A WITNESS POST AND 0.3 OF A FOOT SOUTH
 NO0464'OF A FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED MOON 1949.
 NO0464'
 NO0464'TO REACH THE STATION FROM THE POST OFFICE IN CODY, GO SOUTH ON
 NO0464'A GRAVELED ROAD FOR 0.15 OF A MILE TO U.S. HIGHWAY NO. 20,
 NO0464'TURN RIGHT AND GO WEST ON U.S. HIGHWAY NO. 20 FOR 0.8 OF A MILE
 NO0464'TO A T ROAD LEFT, TURN LEFT AND FOLLOW THE MAIN ROAD SOUTHERLY
 NO0464'FOR 2.0 MILES TO A FORK, TAKE THE RIGHT FORK AND FOLLOW THE
 NO0464'MAIN ROAD FOR 6.45 MILES TO A BRIDGE OVER THE NIOBRARA RIVER,
 NO0464'CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 0.45 OF A MILE TO A
 NO0464'FORK, TAKE THE LEFT FORK FOR A FEW YARDS THEN TAKE THE RIGHT
 NO0464'FORK ON MAIN TRAVELED ROAD FOR 1.1 MILES TO A T INTERSECTION
 NO0464'AT A WHITE HOUSE, TURN RIGHT AND GO WEST FOR 0.6 OF A MILE
 NO0464'TO A CATTLE GUARD, CROSS GUARD AND TURN LEFT AND GO
 NO0464'SOUTHERLY FOR 2.35 MILES TO A CATTLE GUARD, CONTINUE
 NO0464'SOUTH FOR 2.85 MILES TO A WOODEN BRIDGE OVER MEDICINE CREEK,
 NO0464'CONTINUE SOUTH FOR 0.05 OF A MILE TO A CATTLE GUARD, CONTINUE
 NO0464'SOUTHERLY FOR 2.55 MILES TO A CATTLE GUARD, CONTINUE SOUTH
 NO0464'AND WEST ON MAIN TRACK ROAD FOR 0.65 OF A MILE TO A RANCH
 NO0464'HOUSE ON THE LEFT, CONTINUE ON MAIN ROAD PASSING BETWEEN
 NO0464'RANCH BUILDINGS FOR 1.1 MILES TO A CATTLE GUARD, CONTINUE
 NO0464'ON MAIN TRACK ROAD FOR 0.2 OF A MILE TO A FORK, TAKE THE
 NO0464'RIGHT FORK AND GO WESTERLY ACROSS A MEADOW FOR 0.6 OF A MILE
 NO0464'TO A RANCH HOUSE ON THE RIGHT, CONTINUE WESTERLY ACROSS
 NO0464'MEADOW ON TRACK ROAD FOR 1.9 MILES TO A CATTLE GUARD AT THE
 NO0464'WEST EDGE OF THE MEADOW, CONTINUE SOUTHWEST AND WEST ON
 NO0464'TRACK ROAD FOR 0.85 OF A MILE TO A CATTLE GUARD, CONTINUE
 NO0464'WESTERLY FOR 1.5 MILES TO A CATTLE GUARD, CONTINUE WESTERLY FOR
 NO0464'0.9 OF A MILE TO A RANCH HOUSE ON THE RIGHT, CONTINUE WEST
 NO0464'AND SOUTHWEST ON THE MAIN TRACK ROAD FOR 0.95 OF A MILE TO
 NO0464'A CATTLE GUARD, CROSS CATTLE GUARD AND TAKE THE RIGHT FORK
 NO0464'WESTERLY FOR 0.55 OF A MILE TO A CATTLE GUARD, CONTINUE SOUTHWEST
 NO0464'ON TRACK ROAD FOR 0.2 OF A MILE, HERE LEAVE TRACK ROAD AND
 NO0464'BEAR TO THE RIGHT ALONG THE EDGE OF A DRY CREEK BED FOR 0.25
 NO0464'OF A MILE TO A FENCE CORNER ON THE RIGHT, CONTINUE NORTH AND
 NO0464'NORTHWEST ALONG THE WEST SIDE OF A FENCE FOR 0.35 OF A MILE
 NO0464'TO A WIRE GATE JUST WEST OF A FENCE CORNER, PASS THROUGH
 NO0464'WIRE GATE AND TURN RIGHT AND FOLLOW A DIM TRACK ROAD FOR
 NO0464'0.45 OF A MILE TO A VERY DIM TRACK ROAD AND FORK JUST WEST
 NO0464'OF A WINDMILL, TAKE THE LEFT FORK ON DIM TRACK ROAD FOR 0.55
 NO0464'OF A MILE TO ATHE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 NO0464'CONTINUE WEST FOR ABOUT 0.05 OF A MILE TO A WIRE GATE ON THE
 NO0464'RIGHT IN AN EAST-WEST FENCE, TURN RIGHT THROUGH GATE AND
 NO0464'CONTINUE ON DIM TRACK ROAD FOR 0.45 OF A MILE TO THE
 NO0464'INTERSECTION WITH ANOTHER TRACK ROAD, HERE TURN RIGHT ACROSS
 NO0464'TRACK ROAD AND PICK WAY NORTH-NORTHWEST ACROSS A PASTURE FOR
 NO0464'ABOUT 1.0 MILE TO THE HIGHEST POINT AND THE STATION AS
 NO0464'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0376 ***********************************************************************
 NO0376  DESIGNATION -  MOORE
 NO0376  PID         -  NO0376
 NO0376  STATE/COUNTY-  NE/KEYA PAHA
 NO0376  USGS QUAD   -  HAYFORD LAKE (1983)
 NO0376
 NO0376                         *CURRENT SURVEY CONTROL
 NO0376  ___________________________________________________________________
 NO0376* NAD 83(1995)-  42 59 41.42181(N)    100 02 59.59823(W)     ADJUSTED  
 NO0376* NAVD 88     -       786.     (meters)    2579.     (feet)  SCALED    
 NO0376  ___________________________________________________________________
 NO0376  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 NO0376  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 NO0376
 NO0376  HORZ ORDER  -  FIRST
 NO0376
 NO0376.The horizontal coordinates were established by classical geodetic methods
 NO0376.and adjusted by the National Geodetic Survey in August 1997..
 NO0376
 NO0376.The orthometric height was scaled from a topographic map.
 NO0376
 NO0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0376
 NO0376.The geoid height was determined by GEOID03.
 NO0376
 NO0376;                    North         East     Units Scale Factor Converg.
 NO0376;SPC NE       -   351,049.109   495,931.721   MT  0.99999764   -0 01 59.0
 NO0376;SPC SD S     -    73,527.292   623,113.470   MT  0.99996567   +0 11 43.9
 NO0376;SPC SD S     -   241,230.79  2,044,331.44   sFT  0.99996567   +0 11 43.9
 NO0376;UTM  14      - 4,760,776.457   414,417.822   MT  0.99969010   -0 42 57.6
 NO0376
 NO0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0376!SPC NE       -   0.99988038  x   0.99999764  =   0.99987802
 NO0376!SPC SD S     -   0.99988038  x   0.99996567  =   0.99984606
 NO0376!UTM  14      -   0.99988038  x   0.99969010  =   0.99957052
 NO0376
 NO0376|---------------------------------------------------------------------|
 NO0376| PID    Reference Object                     Distance      Geod. Az  |
 NO0376|                                                           dddmmss.s |
 NO0376| CO3321 MOORE RM 1                            9.320 METERS 15342     |
 NO0376| CO3322 MOORE RM 2                            7.995 METERS 22754     |
 NO0376| CO3320 MOORE AZ MK                                        3170759.0 |
 NO0376|---------------------------------------------------------------------|
 NO0376
 NO0376                          SUPERSEDED SURVEY CONTROL
 NO0376
 NO0376  NAD 83(1986)-  42 59 41.42675(N)    100 02 59.61138(W) AD(       ) 1
 NO0376  NAD 27      -  42 59 41.40300(N)    100 02 58.18000(W) AD(       ) 1
 NO0376
 NO0376.Superseded values are not recommended for survey control.
 NO0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0376.See file dsdata.txt to determine how the superseded data were derived.
 NO0376
 NO0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1441860776(NAD 83)
 NO0376_MARKER: DS = TRIANGULATION STATION DISK
 NO0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0376
 NO0376  HISTORY     - Date     Condition        Report By
 NO0376  HISTORY     - 1936     MONUMENTED       CGS
 NO0376  HISTORY     - 1949     GOOD             CGS
 NO0376
 NO0376                          STATION DESCRIPTION
 NO0376
 NO0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0376'STATION IS ABOUT 12.2 MILES AIRLINE SOUTHEAST OF CLEARFIELD, S.
 NO0376'DAK., 0.3 MILE SOUTH OF THE STATE LINE, AND ABOUT 0.3 MILE
 NO0376'SOUTHEAST OF THE STATE LINE MARKER NO. 20 1/2.
 NO0376'
 NO0376'REACHED FROM VALENTINE, NEBR., BY GOING EAST ON STATE HIGHWAY
 NO0376'7 FROM ITS JUNCTION WITH U.S. HIGHWAY 183 FOR 20.7 MILES, OR
 NO0376'0.9 MILE BEYOND SPARKS, NEBR.  TAKE DIRT ROAD EAST WHERE STATE
 NO0376'7 TAKES A SHARP RIGHT TURN TO THE SOUTH AND GO 1.0 MILE, TURN
 NO0376'NORTH AT T-ROAD INTERSECTION AND GO 1.0 MILE, TURN EAST AT T-ROAD
 NO0376'INTERSECTION AND GO DIRECTLY EAST 7.0 MILES TO CROSSROADS, TURN
 NO0376'NORTH AND GO 2 MILES TO T-ROAD INTERSECTION, TURN EAST AND GO
 NO0376'0.4 MILE TO T-ROAD, TURN NORTH AND GO 1.0 MILE TO BEND IN
 NO0376'ROAD, TURN EAST AND GO EAST AND NORTH ON WINDING ROAD 1.0 MILE
 NO0376'TO MR. MOORES HOUSE ON THE MC COID RANCH.  FROM HERE
 NO0376'BEAR EAST TO FENCE LINE, BEAR SOUTH AND FOLLOW DIM ROAD
 NO0376'THROUGH TWO FENCES ALONG TOP OF RIDGE TO STATION.  MARK IS
 NO0376'ABOUT 0.5 MILE SOUTHEAST OF THE MOORE HOUSE AND ABOUT 3 PACES
 NO0376'SOUTH OF THE NORTH SLOPE OF THE HIGHEST POINT OF A RIDGE OF
 NO0376'NORTHWEST-SOUTHEAST GRASSY HILLS.
 NO0376'
 NO0376'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION AND 10.500 METERS
 NO0376'EAST OF REFERENCE MARK NO. 2.  MARK PROJECTS 3 INCHES.
 NO0376'
 NO0376'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION.  MARK PROJECTS 3
 NO0376'INCHES.
 NO0376'
 NO0376'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTHWEST OF STATION
 NO0376'AT FENCE CORNER, 1.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 NO0376'HOG PASTURE, 40 PACES SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NO0376'MOORE HOUSE, 3 YARDS NORTH OF CENTERLINE OF EAST-WEST ROAD.  MARK
 NO0376'PROJECTS ABOUT 12 INCHES.
 NO0376'
 NO0376'ALL LIGHTS VISIBLE FROM 4-FOOT STAND.
 NO0376'
 NO0376'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0376'BRONZE DISKS SET AS DESCRIBED.
 NO0376
 NO0376                          STATION RECOVERY (1949)
 NO0376
 NO0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0376'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NO0376'AND AZIMUTH MARK, RECOVERED AND FOUND IN GOOD
 NO0376'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NO0376'
 NO0376'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH-NORTHEAST OF NORDEN
 NO0376'AND 0.3 MILE SOUTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE, ON
 NO0376'THE HIGH POINT OF A PROMINENT SAND HILL IN A PASTURE.  IT IS 4
 NO0376'FEET SOUTH OF WITNESS POST, STAMPED MOORE 1936 AND PROJECTS 4
 NO0376'INCHES.
 NO0376'
 NO0376'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND ON ABOUT THE
 NO0376'SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED MOORE NO 1
 NO0376'1936 AND PROJECTS 4 INCHES.
 NO0376'
 NO0376'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION AND ON ABOUT THE
 NO0376'SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED MOORE NO 2 1936
 NO0376'AND PROJECTS 4 INCHES.
 NO0376'
 NO0376'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 NO0376'NO 2 IS 34.42 FEET.
 NO0376'
 NO0376'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION,
 NO0376'0.15 MILE NORTH OF THE NEBRASKA-SOUTH DAKOTA STATE LINE AND ABOUT
 NO0376'200 FEET SOUTH-SOUTHEAST OF WINDMILL, SET IN AN OPEN PASTURE.
 NO0376'IT IS STAMPED MOORE 1 1936 AND PROJECTS 2 FEET.
 NO0376'
 NO0376'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN NORDEN,
 NO0376'GO WEST FOR 0.3 MILE TO CROSSROAD, TURN RIGHT AND FOLLOW MAIN
 NO0376'ROAD NORTH FOR 9.0 MILES TO STATE LINE WHERE ROAD TURNS EAST,
 NO0376'TURN RIGHT AND FOLLOW STATE LINE ROAD EAST FOR 1.2 MILES TO GATE
 NO0376'IN FENCE LINE ON THE LEFT, (TURN LEFT THROUGH GATE AND GO
 NO0376'NORTH-NORTHEAST ACROSS PASTURE FOR 0.15 MILE TO THE AZIMUTH
 NO0376'MARK AS DESCRIBED) CONTINUE EAST ON STATE LINE ROAD FOR 0.5
 NO0376'MILE THROUGH NARROW LANE TO A POINT NORTH OF THE HIGHEST POINT
 NO0376'TO THE SOUTH, LET FENCE LINE DOWN AND GO SOUTH ACROSS PASTURE
 NO0376'FOR 0.25 MILE TO THE STATION AS DESCRIBED.
 NO0376'
 NO0376'OBSERVATIONS MADE FROM A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0445 ***********************************************************************
 MM0445  DESIGNATION -  MOORE
 MM0445  PID         -  MM0445
 MM0445  STATE/COUNTY-  NE/MCPHERSON
 MM0445  USGS QUAD   -  WRIGHT VALLEY (1985)
 MM0445
 MM0445                         *CURRENT SURVEY CONTROL
 MM0445  ___________________________________________________________________
 MM0445* NAD 83(1995)-  41 43 08.67738(N)    101 07 43.30873(W)     ADJUSTED  
 MM0445* NAVD 88     -      1133.1    (meters)    3718.     (feet)  VERTCON   
 MM0445  ___________________________________________________________________
 MM0445  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 MM0445  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 MM0445
 MM0445  HORZ ORDER  -  FIRST
 MM0445
 MM0445.The horizontal coordinates were established by classical geodetic methods
 MM0445.and adjusted by the National Geodetic Survey in August 1997..
 MM0445
 MM0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0445
 MM0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0445
 MM0445.The geoid height was determined by GEOID03.
 MM0445
 MM0445;                    North         East     Units Scale Factor Converg.
 MM0445;SPC NE       -   209,978.613   406,110.517   MT  0.99966550   -0 44 52.7
 MM0445;UTM  14      - 4,620,775.967   322,928.391   MT  0.99998585   -1 25 01.1
 MM0445
 MM0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0445!SPC NE       -   0.99982559  x   0.99966550  =   0.99949115
 MM0445!UTM  14      -   0.99982559  x   0.99998585  =   0.99981144
 MM0445
 MM0445:                Primary Azimuth Mark                     Grid Az
 MM0445:SPC NE       -  MOORE AZ MK                              005 08 30.0
 MM0445:UTM  14      -  MOORE AZ MK                              005 48 38.4
 MM0445
 MM0445|---------------------------------------------------------------------|
 MM0445| PID    Reference Object                     Distance      Geod. Az  |
 MM0445|                                                           dddmmss.s |
 MM0445| CP7793 MOORE AZ MK                                        0042337.3 |
 MM0445| CP7794 MOORE RM 1                           36.381 METERS 07551     |
 MM0445| CP7795 MOORE RM 2                           38.542 METERS 20646     |
 MM0445| MM0442 HANEY                               APPROX. 7.0 KM 3145648.2 |
 MM0445|---------------------------------------------------------------------|
 MM0445
 MM0445                          SUPERSEDED SURVEY CONTROL
 MM0445
 MM0445  NAD 83(1986)-  41 43 08.68011(N)    101 07 43.31489(W) AD(       ) 1
 MM0445  NAD 27      -  41 43 08.69900(N)    101 07 41.72600(W) AD(       ) 1
 MM0445  NGVD 29 (07/19/86) 1132.7    (m)         3716.     (f) VERT ANG       
 MM0445
 MM0445.Superseded values are not recommended for survey control.
 MM0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0445.See file dsdata.txt to determine how the superseded data were derived.
 MM0445
 MM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM2292820776(NAD 83)
 MM0445_MARKER: DS = TRIANGULATION STATION DISK
 MM0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0445
 MM0445  HISTORY     - Date     Condition        Report By
 MM0445  HISTORY     - 1933     MONUMENTED       CGS
 MM0445  HISTORY     - 1973     GOOD             NGS
 MM0445
 MM0445                          STATION DESCRIPTION
 MM0445
 MM0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0445'STATION IS ON THE NORTHWEST OF THE TWO SUMMITS OF HIGH ROUNDED
 MM0445'SAND HILL, 1.4 MILES SOUTH OF HOOKER-MC PHERSON COUNTY LINE IN
 MM0445'NORTHWEST QUARTER SEC. 9, T. 20 N., R. 33 W., ON LAND OWNED BY
 MM0445'C.L. MOORE OF HAY SPRINGS.  PASS THROUGH GATE AND LEAVE ROAD WHICH
 MM0445'TURNS EAST, FOLLOW A SOUTHWEST COURSE TO FENCE LINE OVER MAIN
 MM0445'RIDGE 0.35 MILE.  CONTINUE SOUTHEAST UP LARGE VALLEY TO NEAR ITS
 MM0445'HEAD, THENCE WEST TO STATION.
 MM0445'
 MM0445'REFERENCE MARK NO. 1 IS EAST OF STATION.
 MM0445'
 MM0445'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION.
 MM0445'
 MM0445'AZIMUTH MARK APPROXIMATELY 1.0 MILE NORTH OF STATION.
 MM0445'
 MM0445'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MM0445'BRONZE DISKS SET IN SQUARE CONCRETE POSTS.
 MM0445
 MM0445                          STATION RECOVERY (1973)
 MM0445
 MM0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0445'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 MM0445'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR,
 MM0445'BUT WAS NOT RECOVERED.  A SHORTER DISTANCE OF 0.45 FOOT TO
 MM0445'REFERENCE MARK 2 WAS NOTED AND VERTIFIED.  THE DIRECTIONS TO THE
 MM0445'MARKS COMPARED FAVORABLY WITH THE 1933 DATA.  A NEW AND COMPLETE
 MM0445'DESCRIPTION FOLLOWS--
 MM0445'
 MM0445'THE STATION IS LOCATED 28 MILES EAST-NORTHEAST OF ARTHUR, 23
 MM0445'MILES SOUTH-SOUTHWEST OF MULLEN, 14 MILES NORTHWEST OF TRYON,
 MM0445'ON THE NORTHWEST OF TWO SUMMITS OF A GRASS COVERED SANDHILL,
 MM0445'AND ON PROPERTY OF MRS. JENNIE MOORE.
 MM0445'
 MM0445'TO REACH THE STATION FROM THE POST OFFICE IN TRYON, GO WEST
 MM0445'ON STATE HIGHWAYS 92 AND 97 FOR 0.1 MILE TO THE JUNCTION OF
 MM0445'STATE HIGHWAYS 92 AND 97.  TURN RIGHT AND GO NORTH ON STATE
 MM0445'HIGHWAY 92 FOR 9.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 MM0445'GO WEST ON A GRADED SAND ROAD FOR 6.5 MILES TO A FORK.  TAKE THE
 MM0445'LEFT FORK AND GO SOUTHWESTERLY FOR 0.4 MILE TO A SIDE ROAD
 MM0445'RIGHT.  TURN RIGHT AND GO WEST FOR 0.65 MILE TO A T-ROAD AND
 MM0445'RANCH HOUSE ON THE LEFT.  TURN RIGHT AND GO NORTH ON A DIM
 MM0445'TRACK ROAD FOR 0.15 MILE TO A FENCE LINE AND GATE.  PASS
 MM0445'THROUGH GATE, TURN LEFT AND GO WEST, THEN NORTH, FOR 0.65 MILE
 MM0445'TO A CATTLEGUARD.  CROSS CATTLEGUARD, THEN TURN LEFT AND
 MM0445'GO WEST ALONG THE NORTH SIDE OF FENCE FOR 0.3 MILE TO A
 MM0445'NORTH-SOUTH FENCE AND GATE.  PASS THROUGH AND CONTINUE WEST
 MM0445'FOR 0.2 MILE TO A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH
 MM0445'GATE THEN TURN RIGHT AND GO WEST ALONG THE SOUTH SIDE OF THE
 MM0445'FENCE FOR 0.8 MILE TO THE TOP OF THE NORTHWEST OF TWO
 MM0445'SUMMITS AND THE STATION.
 MM0445'
 MM0445'THE STATION MARK IS A STANDARD DISK STAMPED MOORE 1933, CEMENTED
 MM0445'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 MM0445'WITH THE GROUND.  IT IS 277 FEET SOUTH OF A EAST-WEST FENCE.
 MM0445'
 MM0445'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MOORE NO 1 1933,
 MM0445'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MM0445'PROJECTS 1 INCH ABOVE GROUND.  IT IS 234.5 FEET SOUTH OF A
 MM0445'EAST-WEST FENCE AND ABOUT 6 FEET LOWER THAN THE STATION.
 MM0445'
 MM0445'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MOORE NO 2 1933,
 MM0445'CEMENTED IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT PROJECTS
 MM0445'1 INCH ABOVE GROUND.  IT IS 403.5 FEET SOUTH OF A EAST-WEST
 MM0445'FENCE AND ABOUT 4 FEET LOWER THAN THE STATION.
 MM0445'
 MM0445'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MM0445'
 MM0445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 MM0445'NORTHWEST OF TRYON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0400 ***********************************************************************
 LJ0400  DESIGNATION -  MOOREFIELD
 LJ0400  PID         -  LJ0400
 LJ0400  STATE/COUNTY-  NE/FRONTIER
 LJ0400  USGS QUAD   -  MOOREFIELD (1956)
 LJ0400
 LJ0400                         *CURRENT SURVEY CONTROL
 LJ0400  ___________________________________________________________________
 LJ0400* NAD 83(1995)-  40 40 48.12235(N)    100 27 05.17356(W)     ADJUSTED  
 LJ0400* NAVD 88     -       837.     (meters)    2746.     (feet)  SCALED    
 LJ0400  ___________________________________________________________________
 LJ0400  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 LJ0400  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 LJ0400
 LJ0400  HORZ ORDER  -  THIRD
 LJ0400
 LJ0400.The horizontal coordinates were established by classical geodetic methods
 LJ0400.and adjusted by the National Geodetic Survey in August 1997..
 LJ0400
 LJ0400.The orthometric height was scaled from a topographic map.
 LJ0400
 LJ0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0400
 LJ0400.The geoid height was determined by GEOID03.
 LJ0400
 LJ0400;                    North         East     Units Scale Factor Converg.
 LJ0400;SPC NE       -    94,107.746   461,844.446   MT  0.99976161   -0 17 57.0
 LJ0400;UTM  14      - 4,504,251.604   377,341.521   MT  0.99978519   -0 56 46.4
 LJ0400
 LJ0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0400!SPC NE       -   0.99987231  x   0.99976161  =   0.99963395
 LJ0400!UTM  14      -   0.99987231  x   0.99978519  =   0.99965752
 LJ0400
 LJ0400:                Primary Azimuth Mark                     Grid Az
 LJ0400:SPC NE       -  MOOREFIELD MUNICIPAL TANK                075 41 38.1
 LJ0400:UTM  14      -  MOOREFIELD MUNICIPAL TANK                076 20 27.5
 LJ0400
 LJ0400|---------------------------------------------------------------------|
 LJ0400| PID    Reference Object                     Distance      Geod. Az  |
 LJ0400|                                                           dddmmss.s |
 LJ0400| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX. 4.6 KM 0752341.1 |
 LJ0400| CO1865 MOOREFIELD AZ MK                                   1792045.8 |
 LJ0400| CO1866 MOOREFIELD RM 1                       8.432 METERS 22731     |
 LJ0400| LJ0399 MOOREFIELD 2                         12.594 METERS 25526     |
 LJ0400| CO1867 MOOREFIELD RM 2                       8.627 METERS 31548     |
 LJ0400|---------------------------------------------------------------------|
 LJ0400
 LJ0400                          SUPERSEDED SURVEY CONTROL
 LJ0400
 LJ0400  NAD 83(1986)-  40 40 48.12798(N)    100 27 05.18085(W) AD(       ) 3
 LJ0400  NAD 27      -  40 40 48.09621(N)    100 27 03.66825(W) AD(       ) 3
 LJ0400
 LJ0400.Superseded values are not recommended for survey control.
 LJ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0400.See file dsdata.txt to determine how the superseded data were derived.
 LJ0400
 LJ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7734204252(NAD 83)
 LJ0400_MARKER: DS = TRIANGULATION STATION DISK
 LJ0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0400
 LJ0400  HISTORY     - Date     Condition        Report By
 LJ0400  HISTORY     - 1951     MONUMENTED       CGS
 LJ0400  HISTORY     - 1961     GOOD             CGS
 LJ0400
 LJ0400                          STATION DESCRIPTION
 LJ0400
 LJ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0400'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHEAST OF CURTIS, 3.0
 LJ0400'MILES WEST OF MOOREFIELD ON THE WEST RIGHT-OF-WAY OF STATE
 LJ0400'ROUTE NO. 23N AT POINT WHERE HIGHWAY CURVES TO THE SOUTH.  IT
 LJ0400'IS 36.0 FEET WEST OF CENTER OF STATE ROUTE NO. 23N, 29 FEET
 LJ0400'NORTH OF A WITNESS POST, 21 FEET EAST OF A FENCE AND 12 FEET
 LJ0400'NORTH OF A TELEPHONE POLE.  IT PROJECTS 2 INCHES AND IS
 LJ0400'STAMPED MOOREFIELD 1951.
 LJ0400'
 LJ0400'REFERENCE MARK NO. 1 IS 55.0 FEET EAST OF CENTER OF STATE
 LJ0400'ROUTE NO. 23N, 1.5 FEET NORTH OF A WITNESS POST AND 1.0
 LJ0400'FOOT EAST OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED
 LJ0400'MOOREFIELD NO 1 1951.
 LJ0400'
 LJ0400'REFERENCE MARK NO. 2 IS 55.0 FEET EAST OF CENTER OF STATE
 LJ0400'ROUTE NO. 23N, 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 5
 LJ0400'INCHES AND IS STAMPED MOOREFIELD NO 2 1951.
 LJ0400'
 LJ0400'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 39.0 FEET.
 LJ0400'
 LJ0400'THE AZIMUTH MARK IS 36 FEET EAST OF CENTER OF STATE ROUTE NO.
 LJ0400'23N, 2.0 FEET NORTH OF A WITNESS POST AND IS SET IN A NORTH-SOUTH
 LJ0400'FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED MOOREFIELD 1951.
 LJ0400'
 LJ0400'TO REACH THE STATION FROM THE POST OFFICE IN MOOREFIELD GO
 LJ0400'SOUTH ON THE MAIN STREET FOR 0.3 MILE TO STATE ROUTE NO. 23N,
 LJ0400'TURN RIGHT AND GO WEST FOR 2.9 MILES TO WHERE HIGHWAY CURVES
 LJ0400'SOUTH AND THE STATION ON THE RIGHT AS DESCRIBED.
 LJ0400'
 LJ0400'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 LJ0400'ROUTE NO. 23N FOR 0.3 MILE AND MARK ON THE LEFT AS DESCRIBED.
 LJ0400
 LJ0400                          STATION RECOVERY (1961)
 LJ0400
 LJ0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LJ0400'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LJ0400'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG STATE
 LJ0400'HIGHWAY 23 N WILL DESTROY THE STATION MARK AND BOTH REFERENCE
 LJ0400'MARKS.  THEY WERE MOVED.  FOR DETAILS, SEE THE DESCRIPTION
 LJ0400'OF MOOREFIELD 2 1961.  THE UNDERGROUND STATION MARK WILL
 LJ0400'PROBABLY REMAIN IN PLACE, BUT IT WILL BE UNDER THE CENTER
 LJ0400'OF THE GRADED ROAD APPROXIMATELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0399 ***********************************************************************
 LJ0399  DESIGNATION -  MOOREFIELD 2
 LJ0399  PID         -  LJ0399
 LJ0399  STATE/COUNTY-  NE/FRONTIER
 LJ0399  USGS QUAD   -  MOOREFIELD (1956)
 LJ0399
 LJ0399                         *CURRENT SURVEY CONTROL
 LJ0399  ___________________________________________________________________
 LJ0399* NAD 83(1995)-  40 40 48.01969(N)    100 27 05.69262(W)     ADJUSTED  
 LJ0399* NAVD 88     -       837.     (meters)    2746.     (feet)  SCALED    
 LJ0399  ___________________________________________________________________
 LJ0399  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 LJ0399  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 LJ0399
 LJ0399  HORZ ORDER  -  SECOND
 LJ0399
 LJ0399.The horizontal coordinates were established by classical geodetic methods
 LJ0399.and adjusted by the National Geodetic Survey in August 1997..
 LJ0399
 LJ0399.The orthometric height was scaled from a topographic map.
 LJ0399
 LJ0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0399
 LJ0399.The geoid height was determined by GEOID03.
 LJ0399
 LJ0399;                    North         East     Units Scale Factor Converg.
 LJ0399;SPC NE       -    94,104.644   461,832.243   MT  0.99976162   -0 17 57.3
 LJ0399;UTM  14      - 4,504,248.639   377,329.284   MT  0.99978522   -0 56 46.7
 LJ0399
 LJ0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0399!SPC NE       -   0.99987231  x   0.99976162  =   0.99963396
 LJ0399!UTM  14      -   0.99987231  x   0.99978522  =   0.99965755
 LJ0399
 LJ0399:                Primary Azimuth Mark                     Grid Az
 LJ0399:SPC NE       -  MOOREFIELD MUNICIPAL TANK                075 41 38.5
 LJ0399:UTM  14      -  MOOREFIELD MUNICIPAL TANK                076 20 27.9
 LJ0399
 LJ0399|---------------------------------------------------------------------|
 LJ0399| PID    Reference Object                     Distance      Geod. Az  |
 LJ0399|                                                           dddmmss.s |
 LJ0399| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX. 4.6 KM 0752341.2 |
 LJ0399| LJ0400 MOOREFIELD                           12.594 METERS 07526     |
 LJ0399| CO1868 MOOREFIELD 2 RM 3                    35.784 METERS 10910     |
 LJ0399| CO1865 MOOREFIELD AZ MK                                   1780514.5 |
 LJ0399| CO1869 MOOREFIELD 2 RM 4                    17.773 METERS 19424     |
 LJ0399|---------------------------------------------------------------------|
 LJ0399
 LJ0399                          SUPERSEDED SURVEY CONTROL
 LJ0399
 LJ0399  NAD 83(1986)-  40 40 48.02532(N)    100 27 05.69991(W) AD(       ) 2
 LJ0399  NAD 27      -  40 40 47.99356(N)    100 27 04.18730(W) AD(       ) 2
 LJ0399
 LJ0399.Superseded values are not recommended for survey control.
 LJ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0399.See file dsdata.txt to determine how the superseded data were derived.
 LJ0399
 LJ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7732904249(NAD 83)
 LJ0399_MARKER: DS = TRIANGULATION STATION DISK
 LJ0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0399_STAMPING: MOOREFIELD 2 1961
 LJ0399_MARK LOGO: CGS   
 LJ0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0399+STABILITY: SURFACE MOTION
 LJ0399
 LJ0399  HISTORY     - Date     Condition        Report By
 LJ0399  HISTORY     - 1961     MONUMENTED       CGS
 LJ0399  HISTORY     - 19950427 GOOD             NGS
 LJ0399
 LJ0399                          STATION DESCRIPTION
 LJ0399
 LJ0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LJ0399'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF CURTIS AND
 LJ0399'3 MILES WEST OF THE TOWN OF MOOREFIELD ON THE WEST RIGHT-OF-WAY
 LJ0399'OF STATE HIGHWAY 23 N WHERE THE HIGHWAY CURVES TO THE SOUTH,
 LJ0399'74 FEET WEST-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 23 N,
 LJ0399'62 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, AND 1 FOOT SOUTH
 LJ0399'OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 LJ0399'THE DISK IS STAMPED MOOREFIELD 2 1961.
 LJ0399'
 LJ0399'TO REACH THE STATION FROM THE POST OFFICE IN MOOREFIELD, GO
 LJ0399'SOUTH ON THE MAIN STREET FOR 0.3 MILE TO STATE HIGHWAY 23 N.
 LJ0399'TURN RIGHT AND GO WEST ON STATE HIGHWAY 23 N FOR 2.9 MILES
 LJ0399'WHERE THE HIGHWAY CURVES SOUTH AND THE STATION AS DESCRIBED.
 LJ0399'
 LJ0399'REFERENCE MARK NO. 3 IS 44 FEET EAST-SOUTHEAST OF THE CENTER
 LJ0399'OF STATE HIGHWAY 23 N AND 1 FOOT WEST OF A FENCE.  THE MARK
 LJ0399'PROJECTS 6 INCHES AND THE DISK IS STAMPED MOOREFIELD 2 NO 3
 LJ0399'1961.
 LJ0399'
 LJ0399'REFERENCE MARK NO. 4 IS 75 FEET WEST-NORTHWEST OF THE CENTERLINE
 LJ0399'OF STATE HIGHWAY 23 N AND 4 FEET NORTH-NORTHEAST OF A TELEPHONE
 LJ0399'POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LJ0399'MOOREFIELD 2 NO 4 1961.
 LJ0399'
 LJ0399'AZIMUTH MARK IS 0.35 MILE SOUTH ALONG OLD GRAVEL HIGHWAY 23
 LJ0399'N, 36 FEET EAST OF THE CENTER OF GRAVEL HIGHWAY, 2 FEET NORTH
 LJ0399'OF A WHITE WITNESS POST, AND SET IN A NORTH-SOUTH FENCE.
 LJ0399'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED MOOREFIELD
 LJ0399'1951.
 LJ0399'
 LJ0399'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 LJ0399'OLD GRAVEL HIGHWAY FOR 0.35 MILE TO THE MARK ON THE LEFT.
 LJ0399'
 LJ0399'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LJ0399
 LJ0399                          STATION RECOVERY (1995)
 LJ0399
 LJ0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 LJ0399'GPS ABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0402 ***********************************************************************
 LJ0402  DESIGNATION -  MOOREFIELD MUNICIPAL TANK
 LJ0402  PID         -  LJ0402
 LJ0402  STATE/COUNTY-  NE/FRONTIER
 LJ0402  USGS QUAD   -  MOOREFIELD (1956)
 LJ0402
 LJ0402                         *CURRENT SURVEY CONTROL
 LJ0402  ___________________________________________________________________
 LJ0402* NAD 83(1995)-  40 41 25.45284(N)    100 23 56.75075(W)     ADJUSTED  
 LJ0402* NAVD 88     -                                                        
 LJ0402  ___________________________________________________________________
 LJ0402  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 LJ0402  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 LJ0402
 LJ0402  HORZ ORDER  -  THIRD
 LJ0402
 LJ0402.The horizontal coordinates were established by classical geodetic methods
 LJ0402.and adjusted by the National Geodetic Survey in August 1997..
 LJ0402
 LJ0402
 LJ0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0402
 LJ0402.The geoid height was determined by GEOID03.
 LJ0402
 LJ0402;                    North         East     Units Scale Factor Converg.
 LJ0402;SPC NE       -    95,237.218   466,273.486   MT  0.99975905   -0 15 52.1
 LJ0402;UTM  14      - 4,505,330.977   381,783.122   MT  0.99977202   -0 54 44.2
 LJ0402
 LJ0402                          SUPERSEDED SURVEY CONTROL
 LJ0402
 LJ0402  NAD 83(1986)-  40 41 25.45825(N)    100 23 56.75824(W) AD(       ) 4
 LJ0402  NAD 27      -  40 41 25.42562(N)    100 23 55.25061(W) AD(       ) 3
 LJ0402
 LJ0402.Superseded values are not recommended for survey control.
 LJ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0402.See file dsdata.txt to determine how the superseded data were derived.
 LJ0402
 LJ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8178305331(NAD 83)
 LJ0402_MARKER: 53 = ELEVATED TANK
 LJ0402
 LJ0402  HISTORY     - Date     Condition        Report By
 LJ0402  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0402  HISTORY     - 1951     GOOD             CGS
 LJ0402
 LJ0402                          STATION DESCRIPTION
 LJ0402
 LJ0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0402'POINT OBSERVED UPON IS FINIAL OF MUNICIPAL WATER TANK, PAINTED
 LJ0402'BLACK, APPROXIMATELY 125 FEET HIGH, LOCATED IN THE TOWN OF
 LJ0402'MOOREFIELD.
 LJ0402'
 LJ0402'STATION OBSERVED UPON FROM PLUM, EARL, AND KELLY.
 LJ0402
 LJ0402                          STATION RECOVERY (1951)
 LJ0402
 LJ0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0402'THE STATION IS LOCATED NEAR THE CENTER OF MOOREFIELD IN A
 LJ0402'SMALL PARK-LIKE AREA.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 LJ0402'SUPPORTING THE TANK PROPER, HAS A CONICAL ROOF WITH A BALL
 LJ0402'AT THE APEX AND AN OVER-ALL HEIGHT OF 120.0 FEET.
 LJ0402'
 LJ0402'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0472 ***********************************************************************
 LJ0472  DESIGNATION -  MORAN
 LJ0472  PID         -  LJ0472
 LJ0472  STATE/COUNTY-  NE/LINCOLN
 LJ0472  USGS QUAD   -  WELLFLEET NW (1956)
 LJ0472
 LJ0472                         *CURRENT SURVEY CONTROL
 LJ0472  ___________________________________________________________________
 LJ0472* NAD 83(1995)-  40 57 40.67454(N)    100 39 49.26745(W)     ADJUSTED  
 LJ0472* NAVD 88     -       884.     (meters)    2900.     (feet)  SCALED    
 LJ0472  ___________________________________________________________________
 LJ0472  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 LJ0472  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 LJ0472
 LJ0472  HORZ ORDER  -  SECOND
 LJ0472
 LJ0472.The horizontal coordinates were established by classical geodetic methods
 LJ0472.and adjusted by the National Geodetic Survey in August 1997..
 LJ0472
 LJ0472.The orthometric height was scaled from a topographic map.
 LJ0472
 LJ0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0472
 LJ0472.The geoid height was determined by GEOID03.
 LJ0472
 LJ0472;                    North         East     Units Scale Factor Converg.
 LJ0472;SPC NE       -   125,448.645   444,145.174   MT  0.99970345   -0 26 23.4
 LJ0472;UTM  14      - 4,535,793.525   359,996.895   MT  0.99984125   -1 05 26.9
 LJ0472
 LJ0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0472!SPC NE       -   0.99986484  x   0.99970345  =   0.99956833
 LJ0472!UTM  14      -   0.99986484  x   0.99984125  =   0.99970611
 LJ0472
 LJ0472|---------------------------------------------------------------------|
 LJ0472| PID    Reference Object                     Distance      Geod. Az  |
 LJ0472|                                                           dddmmss.s |
 LJ0472| CO1871 MORAN RM 1                           18.508 METERS 12229     |
 LJ0472| CO1872 MORAN RM 2                           17.066 METERS 21552     |
 LJ0472| CO1870 MORAN AZ MK                                        2980639.5 |
 LJ0472| MM0428 NORTH PLATTE PUB PWR WATER TK       APPROX.16.0 KM 3295047.8 |
 LJ0472|---------------------------------------------------------------------|
 LJ0472
 LJ0472                          SUPERSEDED SURVEY CONTROL
 LJ0472
 LJ0472  NAD 83(1986)-  40 57 40.67947(N)    100 39 49.27435(W) AD(       ) 2
 LJ0472  NAD 27      -  40 57 40.66502(N)    100 39 47.77004(W) AD(       ) 2
 LJ0472
 LJ0472.Superseded values are not recommended for survey control.
 LJ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0472.See file dsdata.txt to determine how the superseded data were derived.
 LJ0472
 LJ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5999735794(NAD 83)
 LJ0472_MARKER: DS = TRIANGULATION STATION DISK
 LJ0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0472_STAMPING: MORAN 1951
 LJ0472_MARK LOGO: CGS   
 LJ0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0472+STABILITY: SURFACE MOTION
 LJ0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0472+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1998
 LJ0472
 LJ0472  HISTORY     - Date     Condition        Report By
 LJ0472  HISTORY     - 1951     MONUMENTED       CGS
 LJ0472  HISTORY     - 19981201 GOOD             NEDR
 LJ0472
 LJ0472                          STATION DESCRIPTION
 LJ0472
 LJ0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0472'THE STATION IS LOCATED ABOUT 13.5 MILES SOUTHEAST OF NORTH PLATTE
 LJ0472'AND 11.0 MILES SOUTHWEST OF MAXWELL ON THE HIGHEST POINT OF A FLAT
 LJ0472'TOPPED HILL IN PASTURE LAND OWNED BY MR. JESSE HIGHBERGER.
 LJ0472'IT IS NEAR THE NORTH EDGE OF THE HILL AND 3.5 FEET EAST-SOUTHEAST
 LJ0472'OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED MORAN
 LJ0472'1951.
 LJ0472'
 LJ0472'REFERENCE MARK NO. 1 IS LOCATED ON THE EAST SLOPE OF THE HILL
 LJ0472'AND IS ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 LJ0472'PROJECTS 4 INCHES AND IS STAMPED MORAN NO 1 1951.
 LJ0472'
 LJ0472'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTHWEST SLOPE OF THE
 LJ0472'HILL AND IS ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE STATION.
 LJ0472'IT IS 20.0 FEET EAST OF WHERE THE HILL BREAKS SHARP TO THE
 LJ0472'WEST, PROJECTS 4 INCHES AND IS STAMPED MORAN NO 2 1951.
 LJ0472'
 LJ0472'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0472'NO. 2 IS 85.0 FEET.
 LJ0472'
 LJ0472'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD RIGHT-OF-WAY, 45.0
 LJ0472'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 38.0 FEET EAST
 LJ0472'OF THE CENTER OF U.S. HIGHWAY NO. 83, AND 2.5 FEET SOUTH-SOUTHWEST
 LJ0472'OF A FENCE CORNER AND 2.0 FEET EAST OF A WITNESS POST.  IT
 LJ0472'PROJECTS 2 INCHES AND IS STAMPED MORAN 1951.
 LJ0472'
 LJ0472'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 LJ0472'SQUARE IN NORTH PLATTE, GO SOUTH, EAST AND SOUTH ON U.S. HIGHWAY
 LJ0472'NO. 83 FOR 14.5 MILES TO A CROSSROAD, AND THE AZIMUTH MARK ON
 LJ0472'THE LEFT AS DESCRIBED.  TURN LEFT AND GO EAST ON A GRAVELED
 LJ0472'ROAD FOR 1.0 MILE TO A T ROAD NORTH AND SOUTH, TURN RIGHT
 LJ0472'AND GO SOUTH FOR 0.5 MILE TO A DRIVEWAY ON THE LEFT INTO THE
 LJ0472'JH I RANCH.  TURN LEFT ON DRIVEWAY AND GO EAST FOR 0.1 MILE TO
 LJ0472'A WIRE GATE JUST EAST OF A BARN, PASS THROUGH WIRE GATE AND GO
 LJ0472'EAST ON A TRACK ROAD FOR 0.15 MILE TO A WIRE GATE ON THE
 LJ0472'RIGHT, TURN RIGHT THROUGH WIRE GATE AND FOLLOW A TRACK ROAD
 LJ0472'SOUTHEASTERLY ACROSS A PASTURE FOR 0.75 MILE, HERE BEAR SHARP
 LJ0472'LEFT AND GO NORTH ABOUT 0.05 MILE TO THE TOP OF THE HILL AND THE
 LJ0472'STATION AS DESCRIBED.
 LJ0472'
 LJ0472'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LJ0472
 LJ0472                          STATION RECOVERY (1998)
 LJ0472
 LJ0472'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LJ0472'ON A PROMINENT HILL, IN PASTURE LAND, IN SEC31, T12N, R29W.
 LJ0472'PERMISSION WAS GRANTED BUT OWNERSHIP INFORMATION WAS DECLINED.  TO
 LJ0472'REACH FROM THE INTERSECTION OF U.S.  HIGHWAY 83 AND KANEB ROAD, WHICH
 LJ0472'IS ABOUT 9.5 MI (15.3 KM) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY
 LJ0472'80 WITH U.S.  HIGHWAY 83, GO EAST ON KANEB ROAD FOR 4.0 MI (6.4 KM) TO
 LJ0472'A T-INTERSECTION.  TURN RIGHT AND GO SOUTH FOR 0.65 MI (1.05 KM) TO A
 LJ0472'FARM DRIVE LEADING EAST, AND THE PROPERTY OWNERS HOME.  TURN LEFT AND
 LJ0472'GO EAST ON THE FARM DRIVE FOR 0.10 MI (0.16 KM) TO A GATE.  PASS
 LJ0472'THROUGH THE GATE AND CONTINUE EAST ON A DIM TRAIL FOR 0.15 MI (0.24
 LJ0472'KM) TO A FORK IN THE TRAIL.  FOLLOW THE RIGHT FORK, LEADING SOUTHEAST,
 LJ0472'TO A GATE IN AN EAST/WEST FENCE.  PASS THROUGH THE GATE AND CONTINUE
 LJ0472'SOUTHEAST ON THE TRAIL FOR 0.10 MI (0.16 KM) TO A GATE.  PASS THROUGH
 LJ0472'THE GATE AND CONTINUE SOUTHEAST, THEN EAST FOR 0.6 MI.  (1.0 KM) AT
 LJ0472'THIS POINT, LEAVE THE TRAIL AND GO LEFT AND NORTH, ACROSS PASTURE, FOR
 LJ0472'0.05 MI (0.08 KM) TO THE STATION ATOP A PROMINENT HILL.  THE MARK IS
 LJ0472'17.066 M (55.991 FT) NORTHEAST OF REFERENCE MARK 2, 18.508 M (60.722
 LJ0472'FT) NORTHWEST OF REFERENCE MARK 2 AND 1.0 M (3.3 FT) NORTH-NORTHEAST
 LJ0472'OF A WITNESS POST.  THE DISTANCES FROM THE REFERENCE MARKS ARE THE
 LJ0472'ORIGINAL MEASURED DISTANCES, NOT REMEASURED THIS DATE.  IT IS BELIEVED
 LJ0472'THE AZIMUTH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0650 ***********************************************************************
 MN0650  DESIGNATION -  MORRIL TANK
 MN0650  PID         -  MN0650
 MN0650  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0650  USGS QUAD   -  MORRILL (1963)
 MN0650
 MN0650                         *CURRENT SURVEY CONTROL
 MN0650  ___________________________________________________________________
 MN0650* NAD 83(1995)-  41 57 48.62004(N)    103 55 42.33372(W)     ADJUSTED  
 MN0650* NAVD 88     -                                                        
 MN0650  ___________________________________________________________________
 MN0650  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 MN0650  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 MN0650
 MN0650  HORZ ORDER  -  THIRD
 MN0650
 MN0650.The horizontal coordinates were established by classical geodetic methods
 MN0650.and adjusted by the National Geodetic Survey in August 1997..
 MN0650
 MN0650
 MN0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0650
 MN0650.The geoid height was determined by GEOID03.
 MN0650
 MN0650;                    North         East     Units Scale Factor Converg.
 MN0650;SPC NE       -   243,900.634   174,553.829   MT  0.99969044   -2 36 12.1
 MN0650;UTM  13      - 4,646,279.561   588,796.454   MT  0.99969702   +0 42 59.6
 MN0650
 MN0650                          SUPERSEDED SURVEY CONTROL
 MN0650
 MN0650  NAD 83(1995)-  41 57 48.61978(N)    103 55 42.33353(W) AD(       ) 4
 MN0650  NAD 83(1986)-  41 57 48.61084(N)    103 55 42.34191(W) AD(       ) 4
 MN0650  NAD 27      -  41 57 48.74000(N)    103 55 40.52000(W) AD(       ) 3
 MN0650
 MN0650.Superseded values are not recommended for survey control.
 MN0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0650.See file dsdata.txt to determine how the superseded data were derived.
 MN0650
 MN0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG8879646280(NAD 83)
 MN0650_MARKER: 51 = TANK
 MN0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0650+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 MN0650
 MN0650  HISTORY     - Date     Condition        Report By
 MN0650  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0650  HISTORY     - 20030724 GOOD             NGS
 MN0650
 MN0650                          STATION DESCRIPTION
 MN0650
 MN0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0650'IN MORRILL (NOT MORRIL), NE.  METAL WATER TANK IS ALONG NORTH SIDE OF
 MN0650'WEBSTER ST. (= US ROUTE 26) BETWEEN MONROE AND ADAMS AVENUES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0409 ***********************************************************************
 NO0409  DESIGNATION -  MORRIS
 NO0409  PID         -  NO0409
 NO0409  STATE/COUNTY-  NE/CHERRY
 NO0409  USGS QUAD   -  HARR VALLEY (1985)
 NO0409
 NO0409                         *CURRENT SURVEY CONTROL
 NO0409  ___________________________________________________________________
 NO0409* NAD 83(1995)-  42 27 24.48699(N)    100 14 48.64207(W)     ADJUSTED  
 NO0409* NAVD 88     -       899.     (meters)    2949.     (feet)  SCALED    
 NO0409  ___________________________________________________________________
 NO0409  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 NO0409  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 NO0409
 NO0409  HORZ ORDER  -  SECOND
 NO0409
 NO0409.The horizontal coordinates were established by classical geodetic methods
 NO0409.and adjusted by the National Geodetic Survey in August 1997..
 NO0409
 NO0409.The orthometric height was scaled from a topographic map.
 NO0409
 NO0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0409
 NO0409.The geoid height was determined by GEOID03.
 NO0409
 NO0409;                    North         East     Units Scale Factor Converg.
 NO0409;SPC NE       -   291,314.335   479,699.783   MT  0.99979646   -0 09 48.9
 NO0409;UTM  14      - 4,701,249.506   397,480.344   MT  0.99972931   -0 50 30.2
 NO0409
 NO0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0409!SPC NE       -   0.99986241  x   0.99979646  =   0.99965889
 NO0409!UTM  14      -   0.99986241  x   0.99972931  =   0.99959175
 NO0409
 NO0409:                Primary Azimuth Mark                     Grid Az
 NO0409:SPC NE       -  MORRIS AZ MK                             018 03 05.4
 NO0409:UTM  14      -  MORRIS AZ MK                             018 43 46.7
 NO0409
 NO0409|---------------------------------------------------------------------|
 NO0409| PID    Reference Object                     Distance      Geod. Az  |
 NO0409|                                                           dddmmss.s |
 NO0409| CO3326 MORRIS AZ MK                                       0175316.5 |
 NO0409| CO3327 MORRIS RM 1                          12.347 METERS 04648     |
 NO0409| CO3328 MORRIS RM 2                          14.033 METERS 13155     |
 NO0409|---------------------------------------------------------------------|
 NO0409
 NO0409                          SUPERSEDED SURVEY CONTROL
 NO0409
 NO0409  NAD 83(1986)-  42 27 24.48939(N)    100 14 48.65117(W) AD(       ) 2
 NO0409  NAD 27      -  42 27 24.49800(N)    100 14 47.18800(W) AD(       ) 2
 NO0409
 NO0409.Superseded values are not recommended for survey control.
 NO0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0409.See file dsdata.txt to determine how the superseded data were derived.
 NO0409
 NO0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9748001250(NAD 83)
 NO0409_MARKER: DS = TRIANGULATION STATION DISK
 NO0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0409
 NO0409  HISTORY     - Date     Condition        Report By
 NO0409  HISTORY     - 1949     MONUMENTED       CGS
 NO0409
 NO0409                          STATION DESCRIPTION
 NO0409
 NO0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0409'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH AND 3/4 MILES
 NO0409'WEST OF WOODLAKE AND 2-1/4 MILES AIRLINE SOUTHWEST OF THE
 NO0409'J.A. MORRIS RANCH HOUSE, ON THE HIGH POINT OF A PROMINENT
 NO0409'SAND HILL AND ON LAND OWNED BY MR. J.A. MORRIS.  IT IS ABOUT
 NO0409'0.6 MILE SOUTH OF EAST-WEST FENCE LINE AND 7 FEET SOUTH OF
 NO0409'WITNESS POST.  IT IS STAMPED MORRIS 1949 AND PROJECTS 3 INCHES.
 NO0409'
 NO0409'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION AND ON ABOUT
 NO0409'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED MORRIS
 NO0409'NO 1 1949 AND PROJECTS 2 INCHES.
 NO0409'
 NO0409'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION AND ON ABOUT
 NO0409'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED MORRIS
 NO0409'NO 2 1949 AND PROJECTS 2 INCHES.
 NO0409'
 NO0409'THE AZIMUTH MARK IS ABOUT 0.7 MILE NORTH-NORTHEAST OF THE
 NO0409'STATION, 12 FEET NORTHWEST OF FENCE CORNER AND 2 FEET NORTHWEST
 NO0409'OF WITNESS POST.  IT IS STAMPED MORRIS 1949 AND PROJECTS 3
 NO0409'INCHES.
 NO0409'
 NO0409'TO REACH THE STATION FROM THE WELKER PHILLIPS 66 SERVICE STATION
 NO0409'ON U.S. HIGHWAY 20 AND IN THE SOUTH EDGE OF WOODLAKE, GO SOUTH
 NO0409'ON GRAVELED ROAD FOR 7.3 MILES TO T-INTERSECTION, TURN LEFT
 NO0409'AND FOLLOW MAIN TRAVELED ROAD EAST, SOUTHEAST AND SOUTH FOR 6.5
 NO0409'MILES TO THE J.A. MORRIS RANCH HOUSE, TURN RIGHT AND CROSS
 NO0409'CATTLE GUARD JUST WEST OF BUILDINGS, CONTINUE SOUTH-SOUTHWEST
 NO0409'ON MAIN TRAVELED ROAD FOR 0.6 MILE TO CATTLE GUARD AND FORK,
 NO0409'BEAR RIGHT AND CONTINUE FOR 0.6 MILE TO CATTLE GUARD ABOUT 0.2
 NO0409'MILE SOUTH OF SMALL SCHOOL HOUSE, CONTINUE STRAIGHT AHEAD FOR
 NO0409'0.2 MILE, TURN LEFT OFF OF ROAD AND GO SOUTH-SOUTHEAST
 NO0409'ACROSS PASTURE TO FENCE CORNER AND AZIMUTH MARK AS
 NO0409'DESCRIBED, CONTINUE SOUTH ALONG WEST SIDE OF FENCE LINE FOR
 NO0409'0.2 MILE TO GATE IN FENCE CORNER, PASS THROUGH GATE AND
 NO0409'GO SOUTH-SOUTHWEST ACROSS SAND HILLS FOR 0.5 MILE TO THE
 NO0409'HIGHEST POINT AND STATION AS DESCRIBED.
 NO0409'
 NO0409'A 4 FOOT SIGNAL AT STATION KELLER USGS IS VISIBLE AT 4 FEET
 NO0409'
 NO0409'A 4 FOOT SIGNAL AT STATION MOON USGS IS VISIBLE AT 4 FEET
 NO0409'
 NO0409'A 4 FOOT SIGNAL AT STATION SKULL IS VISIBLE AT 4 FEET
 NO0409'
 NO0409'A 100 FOOT SIGNAL AT STATION REFUGE IS VISIBLE AT 4 FEET
 NO0409'
 NO0409'A 74 FOOT SIGNAL AT STATION RANDALL IS VISIBLE AT 4 FEET
 NO0409'
 NO0409'A 74 FOOT SIGNAL AT STATION WOOD LAKE IS VISIBLE AT 4 FEET
 NO0409'
 NO0409'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0713 ***********************************************************************
 NP0713  DESIGNATION -  MORSE
 NP0713  PID         -  NP0713
 NP0713  STATE/COUNTY-  NE/BOX BUTTE
 NP0713  USGS QUAD   -  HAGAMAN CEMETERY (1948)
 NP0713
 NP0713                         *CURRENT SURVEY CONTROL
 NP0713  ___________________________________________________________________
 NP0713* NAD 83(1995)-  42 01 01.77998(N)    103 02 04.94663(W)     ADJUSTED  
 NP0713* NAVD 88     -      1255.59   (+/-2cm)    4119.4    (feet)  VERTCON   
 NP0713  ___________________________________________________________________
 NP0713  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 NP0713  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 NP0713
 NP0713  HORZ ORDER  -  SECOND
 NP0713  VERT ORDER  -  THIRD ? (See Below)
 NP0713
 NP0713.The horizontal coordinates were established by classical geodetic methods
 NP0713.and adjusted by the National Geodetic Survey in August 1997..
 NP0713
 NP0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0713.The vertical order pertains to the NGVD 29 superseded value.
 NP0713
 NP0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0713
 NP0713.The geoid height was determined by GEOID03.
 NP0713
 NP0713;                    North         East     Units Scale Factor Converg.
 NP0713;SPC NE       -   246,873.166   248,767.164   MT  0.99969835   -2 00 39.9
 NP0713;UTM  13      - 4,653,549.973   662,720.496   MT  0.99992581   +1 18 56.7
 NP0713
 NP0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0713!SPC NE       -   0.99980606  x   0.99969835  =   0.99950447
 NP0713!UTM  13      -   0.99980606  x   0.99992581  =   0.99973188
 NP0713
 NP0713:                Primary Azimuth Mark                     Grid Az
 NP0713:SPC NE       -  ALLIANCE MUNICIPAL TANK                  054 37 47.8
 NP0713:UTM  13      -  ALLIANCE MUNICIPAL TANK                  051 18 11.2
 NP0713
 NP0713|---------------------------------------------------------------------|
 NP0713| PID    Reference Object                     Distance      Geod. Az  |
 NP0713|                                                           dddmmss.s |
 NP0713| NP0650 ALLIANCE MUNICIPAL TANK             APPROX.16.4 KM 0523707.9 |
 NP0713| CQ3555 MORSE RM 1                           13.344 METERS 07933     |
 NP0713| CQ3554 MORSE AZ MK                                        0884239.8 |
 NP0713| CQ3556 MORSE RM 2                           16.300 METERS 27855     |
 NP0713|---------------------------------------------------------------------|
 NP0713
 NP0713                          SUPERSEDED SURVEY CONTROL
 NP0713
 NP0713  NAD 83(1995)-  42 01 01.77972(N)    103 02 04.94681(W) AD(       ) 2
 NP0713  NAD 83(1986)-  42 01 01.77697(N)    103 02 04.94615(W) AD(       ) 2
 NP0713  NAD 27      -  42 01 01.89500(N)    103 02 03.21000(W) AD(       ) 2
 NP0713  NGVD 29 (07/19/86) 1254.97   (m)         4117.3    (f) LEVELING    3  
 NP0713
 NP0713.Superseded values are not recommended for survey control.
 NP0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0713.See file dsdata.txt to determine how the superseded data were derived.
 NP0713
 NP0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6272053550(NAD 83)
 NP0713_MARKER: DB = BENCH MARK DISK
 NP0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0713
 NP0713  HISTORY     - Date     Condition        Report By
 NP0713  HISTORY     - 1946     MONUMENTED       USGS
 NP0713
 NP0713                          STATION DESCRIPTION
 NP0713
 NP0713'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NP0713'IT IS ON THE SUMMIT OF A LOW ROUNDED HILL 14 MILES, AIR LINE,
 NP0713'SOUTH-SOUTHWEST OF BEREA, 10 MILES SOUTHWEST OF ALLIANCE AND IS
 NP0713'IN THE NE 1/4 OF SECTION 31, T 24 N, R 49 W, AND NEAR THE NE
 NP0713'CORNER OF THE NE 1/4 SECTION OF 31, 45 FEET SOUTH OF THE
 NP0713'CENTER OF A GRAVELED ROAD, AND 9 FEET SOUTH OF A WIRE FENCE.  IT
 NP0713'IS A USGS BM DISK CEMENTED IN THE TOP OF A 7 INCH SQUARE
 NP0713'CONCRETE POST THAT PROJECTS 6 INCHES AND IS STAMPED MORSE 1946.
 NP0713'
 NP0713'REFERENCE MARK NO. 1 IS 37 FEET SOUTH OF THE CENTER OF A GRAVELED
 NP0713'ROAD AND 1.5 FEET SOUTH OF A WIRE FENCE.  IT IS A USGS REFERENCE
 NP0713'MARK DISK CEMENTED IN THE TOP OF A 7 INCH SQUARE CONCRETE POST
 NP0713'THAT PROJECTS 6 INCHES AND IS STAMPED NO. 1.
 NP0713'
 NP0713'REFERENCE MARK NO. 2 IS 37 FEET SOUTH OF THE CENTER OF A GRAVELED
 NP0713'ROAD AND 0.7 FOOT SOUTH OF A WIRE FENCE.  IT IS A USGS REFERENCE
 NP0713'MARK DISK CEMENTED IN THE TOP OF A 7 INCH SQUARE CONCRETE POST
 NP0713'THAT PROJECTS 7 INCHES AND IS STAMPED NO 2.
 NP0713'
 NP0713'AZIMUTH MARK IS 33.5 FEET NORTH OF THE CENTER OF A GRAVELED
 NP0713'ROAD, 18 FEET WEST OF THE CENTER OF A WIRE GATE, AND 7 FEET
 NP0713'WEST OF A FENCE CORNER.  IT PROJECTS 5 INCHES AND IS STAMPED
 NP0713'MORSE USGS 1946.
 NP0713'
 NP0713'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 19 AND NO. 2
 NP0713'WHICH IS 1.5 MILES WEST OF THE BUSINESS DISTRICT OF ALLIANCE,
 NP0713'GO SOUTH ON STATE HIGHWAY NO. 19 FOR 6.25 MILE TO A CROSS ROAD,
 NP0713'THERES A SIGN JUST AHEAD ON THE RAILROAD, READING LETAN.  TURN
 NP0713'RIGHT, WEST AND GO 4.95 MILES TO THE SUMMIT OF A SMALL HILL AND
 NP0713'THE STATION ON THE LEFT, SOUTH, AS DESCRIBED.
 NP0713'
 NP0713'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 NP0713'ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH, AS
 NP0713'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0581 ***********************************************************************
 NN0581  DESIGNATION -  MORTON
 NN0581  PID         -  NN0581
 NN0581  STATE/COUNTY-  NE/BOYD
 NN0581  USGS QUAD   -  GROSS (1964)
 NN0581
 NN0581                         *CURRENT SURVEY CONTROL
 NN0581  ___________________________________________________________________
 NN0581* NAD 83(1995)-  42 59 54.86821(N)    098 34 11.29756(W)     ADJUSTED  
 NN0581* NAVD 88     -       538.716  (meters)    1767.44   (feet)  ADJUSTED  
 NN0581  ___________________________________________________________________
 NN0581  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 NN0581  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 NN0581  DYNAMIC HT  -         538.530 (meters)    1766.83  (feet)  COMP
 NN0581  MODELED GRAV-     980,258.2   (mgal)                       NAVD 88
 NN0581
 NN0581  HORZ ORDER  -  SECOND
 NN0581  VERT ORDER  -  SECOND    CLASS 0
 NN0581
 NN0581.The horizontal coordinates were established by classical geodetic methods
 NN0581.and adjusted by the National Geodetic Survey in August 1997..
 NN0581
 NN0581.The orthometric height was determined by differential leveling
 NN0581.and adjusted by the National Geodetic Survey in June 1991..
 NN0581
 NN0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0581
 NN0581.The geoid height was determined by GEOID03.
 NN0581
 NN0581.The dynamic height is computed by dividing the NAVD 88
 NN0581.geopotential number by the normal gravity value computed on the
 NN0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0581.degrees latitude (g = 980.6199 gals.).
 NN0581
 NN0581.The modeled gravity was interpolated from observed gravity values.
 NN0581
 NN0581;                    North         East     Units Scale Factor Converg.
 NN0581;SPC NE       -   352,427.437   616,616.795   MT  0.99999935   +0 56 52.0
 NN0581;SPC SD S     -    75,429.371   743,787.299   MT  0.99996497   +1 12 59.7
 NN0581;SPC SD S     -   247,471.19  2,440,242.16   sFT  0.99996497   +1 12 59.7
 NN0581;UTM  14      - 4,760,746.274   535,065.329   MT  0.99961513   +0 17 36.2
 NN0581
 NN0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0581!SPC NE       -   0.99991962  x   0.99999935  =   0.99991897
 NN0581!SPC SD S     -   0.99991962  x   0.99996497  =   0.99988459
 NN0581!UTM  14      -   0.99991962  x   0.99961513  =   0.99953478
 NN0581
 NN0581:                Primary Azimuth Mark                     Grid Az
 NN0581:SPC NE       -  MORTON AZ MK                             014 35 37.4
 NN0581:SPC SD S     -  MORTON AZ MK                             014 19 29.7
 NN0581:UTM  14      -  MORTON AZ MK                             015 14 53.2
 NN0581
 NN0581|---------------------------------------------------------------------|
 NN0581| PID    Reference Object                     Distance      Geod. Az  |
 NN0581|                                                           dddmmss.s |
 NN0581| CO3329 MORTON AZ MK                                       0153229.4 |
 NN0581| NN0692 BOUNDARY MP 55 NE SD                266.313 METERS 08959     |
 NN0581| NN0582 MORTON RM 1                          25.161 METERS 15234     |
 NN0581| NN0583 MORTON RM 2                          24.645 METERS 27156     |
 NN0581|---------------------------------------------------------------------|
 NN0581
 NN0581                          SUPERSEDED SURVEY CONTROL
 NN0581
 NN0581  NAD 83(1986)-  42 59 54.87778(N)    098 34 11.30483(W) AD(       ) 2
 NN0581  NAD 27      -  42 59 54.89500(N)    098 34 10.00500(W) AD(       ) 2
 NN0581  NGVD 29 (??/??/92)  538.421  (m)         1766.47   (f) ADJ UNCH    2 0
 NN0581
 NN0581.Superseded values are not recommended for survey control.
 NN0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0581.See file dsdata.txt to determine how the superseded data were derived.
 NN0581
 NN0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN3506560746(NAD 83)
 NN0581_MARKER: DS = TRIANGULATION STATION DISK
 NN0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0581_STAMPING: MORTON 1940
 NN0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0581+STABILITY: SURFACE MOTION
 NN0581
 NN0581  HISTORY     - Date     Condition        Report By
 NN0581  HISTORY     - 1940     MONUMENTED       CGS
 NN0581  HISTORY     - 1945     GOOD             CGS
 NN0581  HISTORY     - 1949     GOOD             NGS
 NN0581
 NN0581                          STATION DESCRIPTION
 NN0581
 NN0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0581'STATION IS 3-1/2 MILES NORTH OF GROSS ON THE NEBRASKA-SOUTH DAKOTA
 NN0581'BOUNDARY LINE, ABOUT 0.3 MILE WEST OF THE NORTHEAST CORNER OF
 NN0581'SEC. 23, T. 35 N., R. 11 W., NEBRASKA.  STATION IS ON A SMALL
 NN0581'HILL ABOUT 50 YARDS WEST OF RIGHT-OF-WAY ANGLE TURN IN ROAD,
 NN0581'DIRECTLY UNDER STATE LINE FENCE, 37 FEET WEST OF FENCE CORNER,
 NN0581'AND 3 FEET WEST OF WHITE REFERENCE POST.  MARK IS 14-BY
 NN0581'20-INCHES FLUSH WITH THE GROUND.  DISK IS STAMPED MORTON 1940.
 NN0581'
 NN0581'TO REACH STATION FROM HIGH SCHOOL IN SPENCER, GO EAST AND
 NN0581'NORTH ON STATE HIGHWAY 18 FOR 2.0 MILES TO A T RIGHT.  TURN RIGHT
 NN0581'(EAST) AND GO 5-1/2 MILES TO CROSS ROAD WITH CEMETERY IN
 NN0581'NORTHEAST CORNER.  TURN LEFT (NORTH) AND GO 4.0 MILES TO CROSS
 NN0581'ROAD, TURN EAST AND FOLLOW WINDING ROAD FOR 2.0 MILES TO
 NN0581'T-INTERSECTION.  FOLLOW MAIN ROAD TO LEFT (NORTH) AND GO 0.55
 NN0581'MILE TO FORKS WITH BUILDINGS ON LEFT.  FOLLOW MAIN ROAD LEFT
 NN0581'FOR 1.15 MILES TO RIGHT-ANGLE TURN TO RIGHT AND STATION ON HILL
 NN0581'ABOUT 50 YARDS TO LEFT.
 NN0581'
 NN0581'TO REACH NEBRASKA-SOUTH DAKOTA BOUNDARY MONUMENT 55 FROM
 NN0581'STATION, GO EAST ON ROAD FOR 0.2 MILE TO WHERE ROAD MAKES
 NN0581'RIGHT-ANGLE TURN TO NORTH.  MONUMENT IS ABOUT 40 YARDS EAST
 NN0581'OF THIS POINT.  AZIMUTH MARK IS 0.5 MILE NORTH OF BOUNDARY
 NN0581'MONUMENT, ON WEST SIDE OF ROAD.
 NN0581'
 NN0581'REFERENCE MARK NO. 1 IS SOUTHEAST BY SOUTH OF STATION IN A
 NN0581'NORTH-SOUTH FENCE LINE, 81 FEET SOUTH OF FENCE CORNER.  MARK
 NN0581'PROJECTS 4 INCHES AND DISK IS STAMPED MORTON R.M. 1 1940.
 NN0581'
 NN0581'REFERENCE MARK NO. 2 IS WEST OF STATION, 3 FEET NORTH OF EAST-WEST
 NN0581'FENCE LINE, AND PROJECTS 3 INCHES.  DISK IS STAMPED MORTON
 NN0581'R.M. 2 1940.
 NN0581'
 NN0581'AZIMUTH MARK IS NORTH BY EAST FROM STATION ON A SMALL HILL,
 NN0581'26 FEET WEST OF THE CENTERLINE OF GRADED ROAD, 72 FEET SOUTH
 NN0581'OF A FENCE CORNER, 1-1/2 FEET EAST OF WEST RIGHT-OF-WAY FENCE
 NN0581'AND PROJECTS 3 INCHES.  DISK IS STAMPED MORTON 1940.
 NN0581'
 NN0581'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 NN0581'AS DESCRIBED.
 NN0581'
 NN0581'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NN0581
 NN0581                          STATION RECOVERY (1945)
 NN0581
 NN0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 NN0581'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 NN0581'DESCRIBED.
 NN0581
 NN0581                          STATION RECOVERY (1949)
 NN0581
 NN0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NN0581'11.7 MI N FROM BRISTOW.
 NN0581'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NN0581'BRISTOW, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.3 MILE
 NN0581'NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE NORTHEAST ALONG A DIRT
 NN0581'ROAD, THENCE 1.8 MILES NORTH ALONG A DIRT ROAD, ON THE TOP OF A
 NN0581'HILL, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING EAST AND
 NN0581'SOUTH, 0.2 MILE WEST OF NEBRASKA-SOUTH DAKOTA BOUNDARY MONUMENT
 NN0581'NO. 55, 205 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 37.5
 NN0581'FEET WEST OF A 3-WAY CORNER FENCE POST, 82.7 FEET NORTHWEST OF
 NN0581'MORTON R.M. 1, 81.4 FEET EAST OF MORTON R.M. 2, 2.8 FEET WEST OF
 NN0581'A REFERENCE POST, IN THE EAST-WEST BOUNDARY LINE FENCE, SET IN
 NN0581'THE TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0582 ***********************************************************************
 NN0582  DESIGNATION -  MORTON RM 1
 NN0582  PID         -  NN0582
 NN0582  STATE/COUNTY-  NE/BOYD
 NN0582  USGS QUAD   -  GROSS (1964)
 NN0582
 NN0582                         *CURRENT SURVEY CONTROL
 NN0582  ___________________________________________________________________
 NN0582* NAD 83(1986)-  42 59 55.     (N)    098 34 11.     (W)     SCALED    
 NN0582* NAVD 88     -       538.599  (meters)    1767.05   (feet)  ADJUSTED  
 NN0582  ___________________________________________________________________
 NN0582  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 NN0582  DYNAMIC HT  -         538.413 (meters)    1766.44  (feet)  COMP
 NN0582  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 NN0582
 NN0582  VERT ORDER  -  SECOND    CLASS 0
 NN0582
 NN0582.The horizontal coordinates were scaled from a topographic map and have
 NN0582.an estimated accuracy of +/- 6 seconds.
 NN0582
 NN0582.The orthometric height was determined by differential leveling
 NN0582.and adjusted by the National Geodetic Survey in June 1991..
 NN0582
 NN0582.The geoid height was determined by GEOID03.
 NN0582
 NN0582.The dynamic height is computed by dividing the NAVD 88
 NN0582.geopotential number by the normal gravity value computed on the
 NN0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0582.degrees latitude (g = 980.6199 gals.).
 NN0582
 NN0582.The modeled gravity was interpolated from observed gravity values.
 NN0582
 NN0582;                    North         East    Units  Estimated Accuracy
 NN0582;SPC NE       -   352,430.      616,620.      MT  (+/- 180 meters Scaled)
 NN0582
 NN0582                          SUPERSEDED SURVEY CONTROL
 NN0582
 NN0582  NGVD 29 (??/??/92)  538.304  (m)         1766.09   (f) ADJ UNCH    2 0
 NN0582
 NN0582.Superseded values are not recommended for survey control.
 NN0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0582.See file dsdata.txt to determine how the superseded data were derived.
 NN0582
 NN0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN350607(NAD 83)
 NN0582_MARKER: DR = REFERENCE MARK DISK
 NN0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0582_STAMPING: MORTON RM 1 1940
 NN0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0582+STABILITY: SURFACE MOTION
 NN0582
 NN0582  HISTORY     - Date     Condition        Report By
 NN0582  HISTORY     - 1940     MONUMENTED       CGS
 NN0582  HISTORY     - 1949     GOOD             NGS
 NN0582
 NN0582                          STATION DESCRIPTION
 NN0582
 NN0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NN0582'11.7 MI N FROM BRISTOW.
 NN0582'7.9 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 NN0582'BRISTOW, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.M MILE
 NN0582'NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE NORTHEAST ALONG A DIRT
 NN0582'ROAD, THENCE 1.8 MILES NORTH ALONG A DIRT ROAD, ON THE TOP OF A
 NN0582'HILL, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING EAST AND
 NN0582'SOUTH, 0.2 MILE WEST OF NEBRASKA-SOUTH DAKOTA BOUNDARY MONUMENT
 NN0582'NO. 55, 138 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 141.7
 NN0582'FEET EAST SOUTHEAST OF MORTON R.M. 2, 82.7 FEET SOUTHEAST OF
 NN0582'TRIANGULATION STATION MORTON 1940, 73 FEET SOUTH OF A 3-WAY
 NN0582'CORNER FENCE POST, IN LINE WITH A NORTH-SOUTH FENCE, SET IN THE
 NN0582'TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0466 ***********************************************************************
 LJ0466  DESIGNATION -  MOSER
 LJ0466  PID         -  LJ0466
 LJ0466  STATE/COUNTY-  NE/HITCHCOCK
 LJ0466  USGS QUAD   -  CULBERTSON SW (1962)
 LJ0466
 LJ0466                         *CURRENT SURVEY CONTROL
 LJ0466  ___________________________________________________________________
 LJ0466* NAD 83(1995)-  40 06 17.91100(N)    100 56 50.09534(W)     ADJUSTED  
 LJ0466* NAVD 88     -       863.     (meters)    2831.     (feet)  SCALED    
 LJ0466  ___________________________________________________________________
 LJ0466  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 LJ0466  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 LJ0466
 LJ0466  HORZ ORDER  -  FIRST
 LJ0466
 LJ0466.The horizontal coordinates were established by classical geodetic methods
 LJ0466.and adjusted by the National Geodetic Survey in August 1997..
 LJ0466
 LJ0466.The orthometric height was scaled from a topographic map.
 LJ0466
 LJ0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0466
 LJ0466.The geoid height was determined by GEOID03.
 LJ0466
 LJ0466;                    North         East     Units Scale Factor Converg.
 LJ0466;SPC NE       -    30,604.366   419,240.097   MT  0.99995421   -0 37 39.9
 LJ0466;SPC KS N     -   200,775.693   148,736.156   MT  1.00006803   -1 51 53.2
 LJ0466;UTM  14      - 4,441,225.728   334,032.744   MT  0.99993910   -1 15 16.9
 LJ0466
 LJ0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0466!SPC NE       -   0.99986832  x   0.99995421  =   0.99982253
 LJ0466!SPC KS N     -   0.99986832  x   1.00006803  =   0.99993634
 LJ0466!UTM  14      -   0.99986832  x   0.99993910  =   0.99980743
 LJ0466
 LJ0466:                Primary Azimuth Mark                     Grid Az
 LJ0466:SPC NE       -  ZULAUF RESET                             064 26 05.4
 LJ0466:SPC KS N     -  ZULAUF RESET                             065 40 18.7
 LJ0466:UTM  14      -  ZULAUF RESET                             065 03 42.4
 LJ0466
 LJ0466|---------------------------------------------------------------------|
 LJ0466| PID    Reference Object                     Distance      Geod. Az  |
 LJ0466|                                                           dddmmss.s |
 LJ0466| LJ0465 ZULAUF RESET                        APPROX.13.5 KM 0634825.5 |
 LJ0466| CO1883 MOSER RM 1                           36.338 METERS 18413     |
 LJ0466| CO1882 MOSER AZ MK                                        2454832.7 |
 LJ0466| CO1884 MOSER RM 2                           47.811 METERS 33500     |
 LJ0466|---------------------------------------------------------------------|
 LJ0466
 LJ0466                          SUPERSEDED SURVEY CONTROL
 LJ0466
 LJ0466  NAD 83(1986)-  40 06 17.91304(N)    100 56 50.10037(W) AD(       ) 1
 LJ0466  NAD 27      -  40 06 17.91400(N)    100 56 48.53100(W) AD(       ) 1
 LJ0466
 LJ0466.Superseded values are not recommended for survey control.
 LJ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0466.See file dsdata.txt to determine how the superseded data were derived.
 LJ0466
 LJ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK3403341226(NAD 83)
 LJ0466_MARKER: DS = TRIANGULATION STATION DISK
 LJ0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0466
 LJ0466  HISTORY     - Date     Condition        Report By
 LJ0466  HISTORY     - 1935     MONUMENTED       CGS
 LJ0466  HISTORY     - 1959     GOOD             USGS
 LJ0466
 LJ0466                          STATION DESCRIPTION
 LJ0466
 LJ0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0466'STATION MOSER IS ABOUT 5 MILES SOUTH AND 4 MILES EAST OF
 LJ0466'TRENTON AND IS LOCATED IN THE SW 1/4 OF SEC. 28, T 2 N, R 32 W.
 LJ0466'THE STATION IN ON THE DIVIDE BETWEEN DRIFTWOOD CREEK AND THE
 LJ0466'REPUBLICAN RIVER.  IT IS ONE MILE EAST-NORTHEAST OF THE ASH
 LJ0466'GROVE SCHOOL AND IS 0.2 MI. SOUTH OF THE FARM BUILDINGS OF
 LJ0466'GARY MOSER.  THE MARK IS 42 FT. EAST OF THE CENTER OF THE
 LJ0466'ROAD AND 5 FT. EAST OF THE EAST RIGHT-OF-WAY FENCE.  THE MARK
 LJ0466'PROJECTS 8 INCHES.
 LJ0466'
 LJ0466'THE AZIMUTH MARK IS ABOUT 0.3 MI. SOUTHWEST OF THE STATION.
 LJ0466'IT IS 38 FT. SOUTH OF THE CENTER OF THE EAST AND WEST ROAD AND
 LJ0466'IS 3 FT. NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  THE MARK
 LJ0466'PROJECTS 7 INCHES.
 LJ0466'
 LJ0466'R.M. 1 IS SOUTH OF THE STATION.  IT IS 38 FT. EAST OF THE
 LJ0466'CENTER OF THE NORTH AND SOUTH ROAD.  THE MARK PROJECTS 5 INCHES.
 LJ0466'
 LJ0466'R.M. 2 IS NORTH-NORTHWEST OF THE STATION.  IT IS 35 FT. WEST
 LJ0466'OF THE CENTER OF THE ROAD.  THE MARK PROJECTS 5 INCHES.
 LJ0466'
 LJ0466'THE STATION IS REACHED FROM TRENTON BY GOING SOUTH ON STATE
 LJ0466'ROUTE NO. 17, 1.0 MI.  TURN EAST 0.5 MI.  TURN SOUTH 4.8 MI.
 LJ0466'TURN EAST 0.3 MI.  TURN SOUTH 0.3 MI.  TAKE LEFT FORK SOUTHEASTERLY
 LJ0466'0.4 MI., THEN EAST 0.3 MI. TO A FENCE CORNER.  CONTINUE EAST
 LJ0466'1.5 MI.  TURN NORTH 1.0 MI.  TURN EAST 1.0 MI.  TURN NORTH AND
 LJ0466'DRIVE 0.15 MI. TO THE STATION ON THE EAST SIDE OF THE ROAD.
 LJ0466'
 LJ0466'A FIFTEEN FOOT TOWER CLEARED ALL LINES.
 LJ0466
 LJ0466                          STATION RECOVERY (1959)
 LJ0466
 LJ0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0466'STATION MARK WAS FOUND OKAY.
 LJ0466'
 LJ0466'THE AZIMUTH MARK WAS FOUND DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1328 ***********************************************************************
 LH1328  DESIGNATION -  MOSES HILL CHURCH SPIRE
 LH1328  PID         -  LH1328
 LH1328  STATE/COUNTY-  NE/PHELPS
 LH1328  USGS QUAD   -  ELM CREEK SW (1970)
 LH1328
 LH1328                         *CURRENT SURVEY CONTROL
 LH1328  ___________________________________________________________________
 LH1328* NAD 83(1995)-  40 30 38.66877(N)    099 26 30.23496(W)     ADJUSTED  
 LH1328* NAVD 88     -                                                        
 LH1328  ___________________________________________________________________
 LH1328  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 LH1328  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 LH1328
 LH1328  HORZ ORDER  -  THIRD
 LH1328
 LH1328.The horizontal coordinates were established by classical geodetic methods
 LH1328.and adjusted by the National Geodetic Survey in August 1997..
 LH1328
 LH1328
 LH1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1328
 LH1328.The geoid height was determined by GEOID03.
 LH1328
 LH1328;                    North         East     Units Scale Factor Converg.
 LH1328;SPC NE       -    75,365.632   547,306.176   MT  0.99980805   +0 22 11.9
 LH1328;UTM  14      - 4,484,540.731   462,576.262   MT  0.99961724   -0 17 13.0
 LH1328
 LH1328                          SUPERSEDED SURVEY CONTROL
 LH1328
 LH1328  NAD 83(1986)-  40 30 38.67450(N)    099 26 30.23620(W) AD(       ) 4
 LH1328  NAD 27      -  40 30 38.64300(N)    099 26 28.86600(W) AD(       ) 3
 LH1328
 LH1328.Superseded values are not recommended for survey control.
 LH1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1328.See file dsdata.txt to determine how the superseded data were derived.
 LH1328
 LH1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6257684541(NAD 83)
 LH1328_MARKER: 90 = CHURCH SPIRE
 LH1328
 LH1328  HISTORY     - Date     Condition        Report By
 LH1328  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1328
 LH1328                          STATION DESCRIPTION
 LH1328
 LH1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1328'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF HOLDREGE AND 5
 LH1328'MILES NORTHEAST OF LOOMIS.  IT IS A WHITE FRAME CHURCH WITH THE
 LH1328'SPIRE IN THE SOUTHWEST CORNER OF THE BUILDING.  IT IS 150 FEET
 LH1328'NORTH OF AN EAST-WEST DIRT ROAD.  IT HAS AN OVERALL HEIGHT OF
 LH1328'60 FEET.  THE POINT OBSERVED UPON WAS THE CENTER OF THE SPIRE.
 LH1328'
 LH1328'TO REACH THE STATION FROM THE RAILROAD STATION IN LOOMIS, GO
 LH1328'NORTH ON GRAVELED ROAD FOR 0.15 MILE TO A T ROAD RIGHT, TURN RIGHT
 LH1328'AND GO 3.8 MILES TO A CROSSROAD.  TURN LEFT, NORTH, AND GO 2.0
 LH1328'MILES TO A CROSSROAD, TURN LEFT, WEST, AND GO 0.25 MILES TO THE
 LH1328'CHURCH ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2072 ***********************************************************************
 MK2072  CBN         -  This is a Cooperative Base Network Control Station.
 MK2072  DESIGNATION -  MOSQUITO
 MK2072  PID         -  MK2072
 MK2072  STATE/COUNTY-  NE/SAUNDERS
 MK2072  USGS QUAD   -  WAHOO SE (1969)
 MK2072
 MK2072                         *CURRENT SURVEY CONTROL
 MK2072  ___________________________________________________________________
 MK2072* NAD 83(1995)-  41 07 04.45951(N)    096 31 50.80281(W)     ADJUSTED  
 MK2072* NAVD 88     -       379.6    (meters)    1245.     (feet)  GPS OBS   
 MK2072  ___________________________________________________________________
 MK2072  X           -    -547,331.268 (meters)                     COMP
 MK2072  Y           -  -4,781,029.120 (meters)                     COMP
 MK2072  Z           -   4,172,528.626 (meters)                     COMP
 MK2072  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 MK2072  ELLIP HEIGHT-         352.96  (meters)          (07/10/01) GPS OBS
 MK2072  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 MK2072
 MK2072  HORZ ORDER  -  B
 MK2072  ELLP ORDER  -  FOURTH    CLASS I
 MK2072
 MK2072.The horizontal coordinates were established by GPS observations
 MK2072.and adjusted by the National Geodetic Survey in November 1994..
 MK2072
 MK2072.The orthometric height was determined by GPS observations and a
 MK2072.high-resolution geoid model.
 MK2072
 MK2072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2072
 MK2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2072
 MK2072.The ellipsoidal height was determined by GPS observations
 MK2072.and is referenced to NAD 83.
 MK2072
 MK2072.The geoid height was determined by GEOID03.
 MK2072
 MK2072;                    North         East     Units Scale Factor Converg.
 MK2072;SPC NE       -   148,463.781   791,191.839   MT  0.99968138   +2 17 56.6
 MK2072;UTM  14      - 4,554,784.330   707,303.593   MT  1.00012894   +1 37 27.7
 MK2072
 MK2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2072!SPC NE       -   0.99994464  x   0.99968138  =   0.99962604
 MK2072!UTM  14      -   0.99994464  x   1.00012894  =   1.00007357
 MK2072
 MK2072:                Primary Azimuth Mark                     Grid Az
 MK2072:SPC NE       -  RADIO MAST                               067 50 15.9
 MK2072:UTM  14      -  RADIO MAST                               068 30 44.8
 MK2072
 MK2072|---------------------------------------------------------------------|
 MK2072| PID    Reference Object                     Distance      Geod. Az  |
 MK2072|                                                           dddmmss.s |
 MK2072| CL8232 RADIO MAST                                         0700812.5 |
 MK2072| CL7941 MOSQUITO RM 1                        46.064 METERS 08941     |
 MK2072| CL7942 MOSQUITO RM 2                        14.633 METERS 35322     |
 MK2072|---------------------------------------------------------------------|
 MK2072
 MK2072                          SUPERSEDED SURVEY CONTROL
 MK2072
 MK2072  ELLIP H (11/28/94)  353.00   (m)                       GP(       ) 2 1
 MK2072  NAD 83(1986)-  41 07 04.47268(N)    096 31 50.80719(W) AD(       ) 2
 MK2072  NAD 27      -  41 07 04.45928(N)    096 31 49.71566(W) AD(       ) 2
 MK2072
 MK2072.Superseded values are not recommended for survey control.
 MK2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2072.See file dsdata.txt to determine how the superseded data were derived.
 MK2072
 MK2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0730454784(NAD 83)
 MK2072_MARKER: DD = SURVEY DISK
 MK2072_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MK2072_STAMPING: MOSQUITO 1967
 MK2072_MARK LOGO: USGS  
 MK2072_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2072+SATELLITE: SATELLITE OBSERVATIONS - 2002
 MK2072
 MK2072  HISTORY     - Date     Condition        Report By
 MK2072  HISTORY     - 1967     MONUMENTED       USGS
 MK2072  HISTORY     - 19931004 GOOD             NE-109
 MK2072  HISTORY     - 20000613 GOOD             NEDR
 MK2072  HISTORY     - 2002     GOOD             NEDR
 MK2072
 MK2072                          STATION DESCRIPTION
 MK2072
 MK2072'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2072'THE STATION IS LOCATED APPROX. 6.0 MI S. AND 4.5 MI E. OF WAHOO,
 MK2072'T. 13 N., R. 8 E., NEAR THE SW. COR. OF THE SE. QUARTER SEC. 5,
 MK2072'NEAR THE SW. CORNER OF CEMETERY, 21 FT S., 5 FT E. OF FENCE CORNER,
 MK2072'33 FT N. OF CENTER OF RD.
 MK2072'
 MK2072'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2072'6TH ST. FOR 0.2 MI TO HWY. 92, TURN LEFT (S.) AND GO 0.3 MI ALONG
 MK2072'HWY. 92 TO JCT. HWY. 92 AND 77, CONTINUE S. ALONG HWY. 77 FOR
 MK2072'6.3 MI TO CROSSROADS, TURN LEFT (E.) AND GO 4.9 MI TO STATION
 MK2072'ON LEFT (N.) SIDE OF RD.
 MK2072'
 MK2072'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED ON
 MK2072'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2072'12 IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2072'
 MK2072'THE STATION MARK IS STAMPED ET MOSQUITO 1967.
 MK2072'
 MK2072'REFERENCE MARK 1 IS E. OF STATION, 21 FT S., 156 FT E. OF
 MK2072'FENCE CORNER, AT SW. CORNER OF CEMETERY, 33 FT N. OF CENTER OF
 MK2072'RD., STAMPED MOSQUITO NO 1 1967.
 MK2072'
 MK2072'REFERENCE MARK 2 IS N. OF STATION, 26 FT N., 5 FT W. OF FENCE
 MK2072'CORNER AND SW. CORNER OF CEMETERY, 81 FT N. OF CENTER OF RD.,
 MK2072'STAMPED MOSQUITO NO 2 1967.
 MK2072'
 MK2072'AZIMUTH MARK=RADIO MAST, APPROX. 3.0 MI ENE. OF STATION.
 MK2072
 MK2072                          STATION RECOVERY (1993)
 MK2072
 MK2072'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1993 (LVW)
 MK2072'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 6.44 KM
 MK2072'(4.00 MI) NORTH AND 8.05 KM (5.00 MI) EAST FROM CERESCO, AT THE
 MK2072'SOUTHWEST CORNER OF THE ZION CEMETERY AND NEAR THE SOUTH 1/4 CORNER OF
 MK2072'SEC4, T13N, R8E OF THE SIXTH PRINCIPAL MERIDIAN, SAUNDERS COUNTY
 MK2072'NEBRASKA AND ON THE NORTH RIGHT-OF-WAY OF A GRADED COUNTY ROAD.
 MK2072' 
 MK2072'TO REACH THE MARK FROM THE JUNCTION OF MAIN STREET WITH U.S. HIGHWAY
 MK2072'77, AT CERESCO, GO NORTH ON HIGHWAY 77 FOR 7.24 KM (4.50 MI) TO A
 MK2072'CROSSROAD. TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 7.72 KM (4.80
 MK2072'MI) TO THE ZION CEMETERY AND THE MARK ON THE LEFT.
 MK2072' 
 MK2072'THE MARK IS A STANDARD USGS DISK, CRIMPED TO THE TOP OF A 0.5 INCH
 MK2072'COPPER COATED ROAD, CENTERED WITHIN A 6-INCH DIAMETER CERAMIC TILE
 MK2072'THAT IS 12-INCHES LONG AND FILLED WITH CHAT TO THE BOTTOM OF THE DISK.
 MK2072'IT IS 9.14 M (29.99 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 6.49 M
 MK2072'(21.29 FT) SOUTH AND 0.91 M (2.99 FT) EAST FROM THE SOUTHWEST FENCE
 MK2072'CORNER OF THE CEMETERY AND IS FLUSH WITH THE GROUND.
 MK2072' 
 MK2072'NOTE-THE REFERENCE MARKS FOR THIS STATION HAVE BEEN DESTROYED.
 MK2072
 MK2072                          STATION RECOVERY (2000)
 MK2072
 MK2072'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2072'RECOVERED AS DESCRIBED.
 MK2072
 MK2072                          STATION RECOVERY (2002)
 MK2072
 MK2072'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MK2072'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1340 ***********************************************************************
 LH1340  DESIGNATION -  MOTALA
 LH1340  PID         -  LH1340
 LH1340  STATE/COUNTY-  NE/KEARNEY
 LH1340  USGS QUAD   -  AXTELL EAST (1970)
 LH1340
 LH1340                         *CURRENT SURVEY CONTROL
 LH1340  ___________________________________________________________________
 LH1340* NAD 83(1995)-  40 29 28.39381(N)    099 01 56.19801(W)     ADJUSTED  
 LH1340* NAVD 88     -       670.     (meters)    2198.     (feet)  SCALED    
 LH1340  ___________________________________________________________________
 LH1340  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 LH1340  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 LH1340
 LH1340  HORZ ORDER  -  THIRD
 LH1340
 LH1340.The horizontal coordinates were established by classical geodetic methods
 LH1340.and adjusted by the National Geodetic Survey in August 1997..
 LH1340
 LH1340.The orthometric height was scaled from a topographic map.
 LH1340
 LH1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1340
 LH1340.The geoid height was determined by GEOID03.
 LH1340
 LH1340;                    North         East     Units Scale Factor Converg.
 LH1340;SPC NE       -    73,504.692   582,025.412   MT  0.99981396   +0 38 28.7
 LH1340;UTM  14      - 4,482,280.710   497,264.670   MT  0.99960009   -0 01 15.5
 LH1340
 LH1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1340!SPC NE       -   0.99989879  x   0.99981396  =   0.99971277
 LH1340!UTM  14      -   0.99989879  x   0.99960009  =   0.99949892
 LH1340
 LH1340|---------------------------------------------------------------------|
 LH1340| PID    Reference Object                     Distance      Geod. Az  |
 LH1340|                                                           dddmmss.s |
 LH1340| LH1602 MOTALA RM 1                          12.443 METERS 07839     |
 LH1340| LH1604 MOTALA RM 3                           5.826 METERS 15406     |
 LH1340| LH1603 MOTALA RM 2                          11.590 METERS 25823     |
 LH1340| CO1886 MOTALA AZ MK RESET                                 2593543.6 |
 LH1340| LH1349 AXTELL MUNICIPAL TANK               APPROX. 8.1 KM 2600653.1 |
 LH1340| CO1885 MOTALA AZ MK                                       2605742.2 |
 LH1340|---------------------------------------------------------------------|
 LH1340
 LH1340                          SUPERSEDED SURVEY CONTROL
 LH1340
 LH1340  NAD 83(1986)-  40 29 28.40015(N)    099 01 56.19884(W) AD(       ) 3
 LH1340  NAD 27      -  40 29 28.35400(N)    099 01 54.89900(W) AD(       ) 3
 LH1340
 LH1340.Superseded values are not recommended for survey control.
 LH1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1340.See file dsdata.txt to determine how the superseded data were derived.
 LH1340
 LH1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9726582281(NAD 83)
 LH1340_MARKER: DS = TRIANGULATION STATION DISK
 LH1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1340_SP_SET: CONCRETE POST
 LH1340_STAMPING: MOTALA 1951
 LH1340_MARK LOGO: CGS   
 LH1340_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1340+STABILITY: SURFACE MOTION
 LH1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1340+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 LH1340
 LH1340  HISTORY     - Date     Condition        Report By
 LH1340  HISTORY     - 1951     MONUMENTED       CGS
 LH1340  HISTORY     - 1951     GOOD             CGS
 LH1340  HISTORY     - 1959     GOOD             CGS
 LH1340  HISTORY     - 1964     GOOD             CGS
 LH1340  HISTORY     - 19821117 GOOD             NGS
 LH1340  HISTORY     - 20040923 GOOD             DUCKS
 LH1340
 LH1340                          STATION DESCRIPTION
 LH1340
 LH1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1340'THE STATION IS LOCATED ABOUT 5.0 MILES EAST OF AXTELL AND ABOUT
 LH1340'4.5 MILES WEST OF MINDEN ON THE ROAD RIGHT-OF-WAY, 93 FEET
 LH1340'NORTH OF THE NORTHWEST CORNER OF A LARGE WAREHOUSE, 49 FEET NORTH
 LH1340'OF THE NORTH RAIL OF RAILROAD TRACK AND 45 FEET SOUTH OF THE
 LH1340'CENTER OF U.S. HIGHWAYS 34 AND 6.  IT IS STAMPED MOTALA 1951
 LH1340'AND PROJECTS 2 INCHES.
 LH1340'
 LH1340'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 49 FEET
 LH1340'NORTH OF THE NORTH RAIL OF RAILROAD TRACK AND 45 FEET SOUTH OF
 LH1340'THE CENTER OF U.S. HIGHWAYS 34 AND 6.  IT IS STAMPED MOTALA NO
 LH1340'1 1951 AND PROJECTS 4 INCHES.
 LH1340'
 LH1340'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 49 FEET NORTH
 LH1340'OF THE NORTH RAIL OF RAILROAD TRACK AND 45 FEET SOUTH OF THE
 LH1340'CENTER OF U.S. HIGHWAYS 34 AND 6.  IT IS STAMPED MOTALA NO 2
 LH1340'1951 AND PROJECTS 2 INCHES.
 LH1340'
 LH1340'THE AZIMUTH MARK IS IN THE NORTHEAST ANGLE OF A CROSSROAD,
 LH1340'45 FEET NORTH OF THE CENTER OF U.S. HIGHWAYS 34 AND 6, 30 FEET
 LH1340'EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET SOUTHEAST OF A
 LH1340'FENCE CORNER AND 2 FEET EAST OF A WITNESS POST.  IT IS STAMPED
 LH1340'MOTALA 1951 AND PROJECTS 4 INCHES.
 LH1340'
 LH1340'TO REACH THE STATION FROM THE POST OFFICE IN AXTELL, GO NORTH FOR
 LH1340'0.1 MILE TO AN INTERSECTION, TURN RIGHT AND GO EAST ON U.S.
 LH1340'HIGHWAYS 34 AND 6 FOR 4.2 MILES TO AZIMUTH MARK IN NORTHEAST
 LH1340'ANGLE OF CROSSROAD AS DESCRIBED, CONTINUE EAST FOR 0.8 MILE TO
 LH1340'STATION ON RIGHT AS DESCRIBED.
 LH1340
 LH1340                          STATION RECOVERY (1951)
 LH1340
 LH1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1340'RECOVERED IN GOOD CONDITION.
 LH1340
 LH1340                          STATION RECOVERY (1959)
 LH1340
 LH1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LH1340'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1340'IN GOOD CONDITION.  THE DESCRIPTION IS GOOD.  A NEW WITNESS
 LH1340'SIGN POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 LH1340
 LH1340                          STATION RECOVERY (1964)
 LH1340
 LH1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LH1340'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LH1340'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK HAD BEEN
 LH1340'DISPLACED.  A NEW AZIMUTH MARK WAS SET.  THE ORIGINAL DESCRIPTION
 LH1340'BY R.L.E. IS ADEQUATE.  THE STATION MARK IS 1 FOOT WEST OF A NEW
 LH1340'STEEL WITNESS POST.  A SHORT DESCRIPTION FOR THE AZIMUTH MARK
 LH1340'AND A TO REACH FOLLOWS.
 LH1340'
 LH1340'THE AZIMUTH MARK (RESET) IS 0.8 MILE WEST OF THE STATION, 50 FEET
 LH1340'SOUTH OF THE CENTERLINE OF U.S. HIGHWAYS 6 AND 34, 48 FEET NORTH
 LH1340'OF THE NORTH RAIL OF THE CHICAGO, BURLINGTON, AND QUINCY
 LH1340'RAILROAD, 36 FEET EAST OF A NORTH-SOUTH GRAVEL ROAD, 3 FEET EAST
 LH1340'OF A GUY POLE, AND 1 FOOT WEST OF A NEW STEEL POST WITH
 LH1340'SIGN.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED MOTALA
 LH1340'1951 RESET 1964.
 LH1340'
 LH1340'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.8
 LH1340'MILE TO THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE
 LH1340'INTERSECTION.
 LH1340
 LH1340                          STATION RECOVERY (1982)
 LH1340
 LH1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LH1340'THE SURFACE STATION MARK, REFERENCE MARK 2 AND THE 1964 AZIMUTH MARK
 LH1340'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND
 LH1340'DESTROYED.  A REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  THE
 LH1340'DISTANCE TO RM 2 WAS 0.012 M (0.039 FT) LONGER THAN 1951 DATA.  THE
 LH1340'DIRECTION TO THIS MARK CHECKED AS DID DIRECTIONS TO DISTANT
 LH1340'LANDMARKS.  THE UNDERGROUND MARK WAS NOT INSPECTED.  DUE TO CHANGES
 LH1340'IN THE AREA A NEW DESCRIPTION FOLLOWS.
 LH1340'THE STATION IS LOCATED ABOUT 8 KM (5.0 MI) EAST FROM AXTELL, 7.2 KM
 LH1340'(4.5 MI) WEST FROM MINDEN, AT MOTALA, UN-INCORPORATED, ABOUT 0.16 KM
 LH1340'(0.10 MI) WEST FROM THE CONTINENTAL GRAIN ELEVATOR, JUST WEST OF AN
 LH1340'ELECTRICAL SUB-STATION AND ON RIGHT-OF-WAY BETWEEN U.S. HIGHWAY 6, 34
 LH1340'AND A RAILROAD TRACK.
 LH1340'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 10 AND U.S. HIGHWAY 6, 34,
 LH1340'IN MINDEN, GO WEST ON HIGHWAY 6, 34 FOR 7.08 KM (4.40 MI) TO THE
 LH1340'STATION ON THE LEFT, JUST WEST OF THE ELECTRICAL SUB-STATION.
 LH1340'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT
 LH1340'PROJECTS 5 CM ABOVE THE GROUND.  IT IS 60.4 M (198.2 FT) WEST FROM
 LH1340'THE NORTHWEST CORNER OF A FENCE AROUND THE SUB-STATION, 14.9 M
 LH1340'(48.9 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 14.9 M (48.9 FT)
 LH1340'NORTH FROM THE NORTH RAIL OF THE RAILROAD, 12.19 M (39.99 FT)
 LH1340'NORTHEAST FROM A TELEPHONE LINE POLE AND 0.61 M (2.00 FT) EAST FROM A
 LH1340'WITNESS POST.
 LH1340
 LH1340                          STATION RECOVERY (2004)
 LH1340
 LH1340'RECOVERY NOTE BY DUCKS UNLIMITED 2004
 LH1340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1542 ***********************************************************************
 LH1542  DESIGNATION -  MOTALA AZ MK RESET
 LH1542  PID         -  LH1542
 LH1542  STATE/COUNTY-  NE/KEARNEY
 LH1542  USGS QUAD   -  AXTELL EAST (1970)
 LH1542
 LH1542                         *CURRENT SURVEY CONTROL
 LH1542  ___________________________________________________________________
 LH1542* NAD 83(1995)-  40 29 20.99799(N)    099 02 48.92197(W)     ADJUSTED  
 LH1542* NAVD 88     -       671.     (meters)    2201.     (feet)  SCALED    
 LH1542  ___________________________________________________________________
 LH1542  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 LH1542  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 LH1542
 LH1542  HORZ ORDER  -  THIRD
 LH1542
 LH1542.The horizontal coordinates were established by classical geodetic methods
 LH1542.and adjusted by the National Geodetic Survey in August 1997..
 LH1542
 LH1542.The orthometric height was scaled from a topographic map.
 LH1542
 LH1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1542
 LH1542.The geoid height was determined by GEOID03.
 LH1542
 LH1542;                    North         East     Units Scale Factor Converg.
 LH1542;SPC NE       -    73,262.831   580,786.602   MT  0.99981459   +0 37 53.8
 LH1542;UTM  14      - 4,482,053.230   496,023.413   MT  0.99960019   -0 01 49.7
 LH1542
 LH1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1542!SPC NE       -   0.99989867  x   0.99981459  =   0.99971328
 LH1542!UTM  14      -   0.99989867  x   0.99960019  =   0.99949890
 LH1542
 LH1542                          SUPERSEDED SURVEY CONTROL
 LH1542
 LH1542  NAD 83(1986)-  40 29 21.00429(N)    099 02 48.92280(W) AD(       ) 3
 LH1542
 LH1542.Superseded values are not recommended for survey control.
 LH1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1542.See file dsdata.txt to determine how the superseded data were derived.
 LH1542
 LH1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9602382053(NAD 83)
 LH1542_MARKER: DZ = AZIMUTH MARK DISK
 LH1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1542_SP_SET: CONCRETE POST
 LH1542_STAMPING: MOTALA 1951 RESET 1964
 LH1542_MARK LOGO: CGS   
 LH1542_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1542+STABILITY: SURFACE MOTION
 LH1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1542+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1982
 LH1542
 LH1542  HISTORY     - Date     Condition        Report By
 LH1542  HISTORY     - 1964     MONUMENTED       CGS
 LH1542  HISTORY     - 19821117 GOOD             NGS
 LH1542  HISTORY     - 20040923 POOR             DUCKS
 LH1542
 LH1542                          STATION DESCRIPTION
 LH1542
 LH1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LH1542'THE STATION WAS RECOVERED IN GOOD CONDITION, ABOUT 6.8 KM (4.2 MI)
 LH1542'EAST FROM AXTELL, 8 KM (5.0 MI) WEST FROM MINDEN, 1.2 KM (0.7 MI) WEST
 LH1542'FROM MOTALA, UNICORPORATED AND ON THE SOUTH RIGHT-OF-WAY OF U.S.
 LH1542'HIGHWAY 6, 34, BETWEEN THE HIGHWAY AND A RAILROAD TRACK.
 LH1542'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 10 AND U.S. HIGHWAY 6, 34,
 LH1542'IN MINDEN, GO WEST ON HIGHWAY 6, 34 FOR 7.08 KM (4.40 MI) TO
 LH1542'STATION-MOTALA-ON THE LEFT.  CONITNUE WEST ON THE HIGHWAY FOR 1.26 KM
 LH1542'(0.78 MI) TO A CROSSROAD AND THE STATION ON THE LEFT.
 LH1542'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 23
 LH1542'CM ABOVE THE GROUND SURFACE.  IT IS 15.6 M (51.2 FT) SOUTH FROM THE
 LH1542'CENTERLINE OF THE HIGHWAY, 14.3 M (46.9 FT) NORTH FROM THE NORTH RAIL
 LH1542'OF THE RAILROAD TRACK, 11.9 M (39.0 FT) EAST FROM THE CENTERLINE OF
 LH1542'THE CROSSROAD AND 0.3 M (1.0 FT) WEST FROM A WITNESS POST.
 LH1542
 LH1542                          STATION RECOVERY (2004)
 LH1542
 LH1542'RECOVERY NOTE BY DUCKS UNLIMITED 2004
 LH1542'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0489 ***********************************************************************
 NO0489  DESIGNATION -  MOTHER
 NO0489  PID         -  NO0489
 NO0489  STATE/COUNTY-  NE/CHERRY
 NO0489  USGS QUAD   -  CAMP VALLEY (1989)
 NO0489
 NO0489                         *CURRENT SURVEY CONTROL
 NO0489  ___________________________________________________________________
 NO0489* NAD 83(1995)-  42 08 24.36124(N)    101 52 49.85254(W)     ADJUSTED  
 NO0489* NAVD 88     -      1024.     (meters)    3360.     (feet)  SCALED    
 NO0489  ___________________________________________________________________
 NO0489  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 NO0489  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 NO0489
 NO0489  HORZ ORDER  -  SECOND
 NO0489
 NO0489.The horizontal coordinates were established by classical geodetic methods
 NO0489.and adjusted by the National Geodetic Survey in August 1997..
 NO0489
 NO0489.The orthometric height was scaled from a topographic map.
 NO0489
 NO0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0489
 NO0489.The geoid height was determined by GEOID03.
 NO0489
 NO0489;                    North         East     Units Scale Factor Converg.
 NO0489;SPC NE       -   257,805.155   344,595.967   MT  0.99971981   -1 14 46.4
 NO0489;UTM  14      - 4,669,348.160   261,956.466   MT  1.00029729   -1 56 00.9
 NO0489
 NO0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0489!SPC NE       -   0.99984233  x   0.99971981  =   0.99956218
 NO0489!UTM  14      -   0.99984233  x   1.00029729  =   1.00013957
 NO0489
 NO0489|---------------------------------------------------------------------|
 NO0489| PID    Reference Object                     Distance      Geod. Az  |
 NO0489|                                                           dddmmss.s |
 NO0489| CQ3561 MOTHER RM 1                                        05122     |
 NO0489| CQ3562 MOTHER RM 2                          22.482 METERS 17710     |
 NO0489| CQ3560 MOTHER AZ MK                                       2312948.2 |
 NO0489|---------------------------------------------------------------------|
 NO0489
 NO0489                          SUPERSEDED SURVEY CONTROL
 NO0489
 NO0489  NAD 83(1986)-  42 08 24.35891(N)    101 52 49.85584(W) AD(       ) 2
 NO0489  NAD 27      -  42 08 24.42000(N)    101 52 48.21200(W) AD(       ) 2
 NO0489
 NO0489.Superseded values are not recommended for survey control.
 NO0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0489.See file dsdata.txt to determine how the superseded data were derived.
 NO0489
 NO0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM6195669348(NAD 83)
 NO0489_MARKER: DS = TRIANGULATION STATION DISK
 NO0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0489
 NO0489  HISTORY     - Date     Condition        Report By
 NO0489  HISTORY     - 1946     MONUMENTED       CGS
 NO0489
 NO0489                          STATION DESCRIPTION
 NO0489
 NO0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0489'LOCATED 9-1/2 MILES NORTH BY EAST OF ASHBY, 0.7 MILE NORTH-NORTHWEST
 NO0489'OF A RANCH HOUSE AND ABOUT 200 YARDS WEST OF A WIRE FENCE AND
 NO0489'A TELEPHONE LINE AND 10 FEET NORTH-NORTHWEST OF A REFERENCE
 NO0489'POST ON THE HIGHEST POINT OF A SAND DUNE.  IT IS STAMPED
 NO0489'MOTHER 1946 AND PROJECTS 10 INCHES.
 NO0489'
 NO0489'REFERENCE MARK NO. 1 IS ABOUT 20 FEET LOWER THAN THE STATION.
 NO0489'IT IS STAMPED MOTHER NO 1 1946 AND PROJECTS 10 INCHES.
 NO0489'
 NO0489'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NO0489'IT IS STAMPED MOTHER NO 2 1946 AND PROJECTS 8 INCHES.
 NO0489'
 NO0489'THE AZIMUTH MARK IS 100 FEET SOUTH OF A WIRE GATE AND A NORTH-SOUTH,
 NO0489'EAST-WEST FENCE INTERSECTION, 9 FEET NORTH OF THE CENTERLINE
 NO0489'OF A TRACK ROAD, 6 FEET NORTH OF THE NORTH EDGE OF AN AUTO GATE
 NO0489'AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE.  IT IS STAMPED MOTHER
 NO0489'1946 AND PROJECTS 10 INCHES.
 NO0489'
 NO0489'TO REACH THE STATION FROM ASHBY, GO NORTHERLY ON A TRACK ROAD
 NO0489'FOR 7.9 MILES.  THEN LEFT FORK FOR 0.15 MILE.  THEN RIGHT FORK
 NO0489'FOR 0.65 MILE.  THEN RIGHT FORK FOR 2.40 MILES TO THE AZIMUTH
 NO0489'MARK ON THE LEFT.  CONTINUE FOR 0.15 MILE TO A FORK.  THEN LEFT
 NO0489'FORK FOR 0.35 MILE TO AN AUTO GATE.  CONTINUE, THROUGH GATE, FOR
 NO0489'0.25 MILE, THEN TURN LEFT (ACROSS COUNTRY), NORTHERLY FOR 0.5
 NO0489'MILE TO THE HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2511 ***********************************************************************
 AI2511  DESIGNATION -  MRRN A
 AI2511  PID         -  AI2511
 AI2511  STATE/COUNTY-  NE/CHERRY
 AI2511  USGS QUAD   -  MERRIMAN (1990)
 AI2511
 AI2511                         *CURRENT SURVEY CONTROL
 AI2511  ___________________________________________________________________
 AI2511* NAD 83(1995)-  42 54 33.13148(N)    101 42 07.94067(W)     ADJUSTED  
 AI2511* NAVD 88     -       991.215  (meters)    3252.01   (feet)  ADJUSTED  
 AI2511  ___________________________________________________________________
 AI2511  X           -    -949,127.360 (meters)                     COMP
 AI2511  Y           -  -4,582,274.293 (meters)                     COMP
 AI2511  Z           -   4,320,781.010 (meters)                     COMP
 AI2511  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 AI2511  ELLIP HEIGHT-         971.90  (meters)          (09/24/01) GPS OBS
 AI2511  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 AI2511  DYNAMIC HT  -         990.780 (meters)    3250.58  (feet)  COMP
 AI2511  MODELED GRAV-     980,147.5   (mgal)                       NAVD 88
 AI2511
 AI2511  HORZ ORDER  -  B
 AI2511  VERT ORDER  -  FIRST     CLASS II
 AI2511  ELLP ORDER  -  FOURTH    CLASS II
 AI2511
 AI2511.This is a reference station for the MERRIMAN
 AI2511.National Continuously Operating Reference Station (MRRN).
 AI2511
 AI2511.The horizontal coordinates were established by GPS observations
 AI2511.and adjusted by the National Geodetic Survey in May 2000..
 AI2511
 AI2511.The orthometric height was determined by differential leveling
 AI2511.and adjusted by the National Geodetic Survey in July 2002..
 AI2511.No vertical observational check was made to the station.
 AI2511
 AI2511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2511
 AI2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2511
 AI2511.The ellipsoidal height was determined by GPS observations
 AI2511.and is referenced to NAD 83.
 AI2511
 AI2511.The geoid height was determined by GEOID03.
 AI2511
 AI2511.The dynamic height is computed by dividing the NAVD 88
 AI2511.geopotential number by the normal gravity value computed on the
 AI2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2511.degrees latitude (g = 980.6199 gals.).
 AI2511
 AI2511.The modeled gravity was interpolated from observed gravity values.
 AI2511
 AI2511;                    North         East     Units Scale Factor Converg.
 AI2511;SPC NE       -   342,902.922   361,010.890   MT  0.99995961   -1 07 41.0
 AI2511;UTM  14      - 4,754,274.863   279,417.537   MT  1.00019863   -1 50 25.8
 AI2511
 AI2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2511!SPC NE       -   0.99984760  x   0.99995961  =   0.99980722
 AI2511!UTM  14      -   0.99984760  x   1.00019863  =   1.00004620
 AI2511
 AI2511                          SUPERSEDED SURVEY CONTROL
 AI2511
 AI2511  ELLIP H (05/18/00)  971.90   (m)                       GP(       ) 3 2
 AI2511  NAVD 88 (05/18/00)  991.22   (m)         3252.0    (f) LEVELING    3  
 AI2511
 AI2511.Superseded values are not recommended for survey control.
 AI2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2511.See file dsdata.txt to determine how the superseded data were derived.
 AI2511
 AI2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7941854275(NAD 83)
 AI2511_MARKER: F = FLANGE-ENCASED ROD
 AI2511_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2511_STAMPING: MRRN A 1999
 AI2511_MARK LOGO: NGS   
 AI2511_PROJECTION: FLUSH
 AI2511_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2511+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2511_ROD/PIPE-DEPTH: 14.0 meters
 AI2511_SLEEVE-DEPTH  : 0.9 meters
 AI2511
 AI2511  HISTORY     - Date     Condition        Report By
 AI2511  HISTORY     - 1999     MONUMENTED       NGS
 AI2511
 AI2511                          STATION DESCRIPTION
 AI2511
 AI2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2511'1.2 KM (0.75 MI) SOUTHERLY ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 AI2511'IN MERRIMAN, 11.2 M (36.7 FT) WEST OF THE HIGHWAY CENTERLINE, 8.8 M
 AI2511'(28.9 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO THE
 AI2511'MCCONAUGHEY RANCH, 3.8 M (12.5 FT) SOUTH OF A FENCE CORNER, 0.5 M (1.6
 AI2511'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A
 AI2511'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AI2511'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AI2511'FOR A CLASS A MARK.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2510 ***********************************************************************
 AI2510  DESIGNATION -  MRRN B
 AI2510  PID         -  AI2510
 AI2510  STATE/COUNTY-  NE/CHERRY
 AI2510  USGS QUAD   -  MERRIMAN (1990)
 AI2510
 AI2510                         *CURRENT SURVEY CONTROL
 AI2510  ___________________________________________________________________
 AI2510* NAD 83(1995)-  42 54 16.55483(N)    101 42 02.72358(W)     ADJUSTED  
 AI2510* NAVD 88     -       994.423  (meters)    3262.54   (feet)  ADJUSTED  
 AI2510  ___________________________________________________________________
 AI2510  X           -    -949,082.573 (meters)                     COMP
 AI2510  Y           -  -4,582,641.671 (meters)                     COMP
 AI2510  Z           -   4,320,408.461 (meters)                     COMP
 AI2510  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 AI2510  ELLIP HEIGHT-         975.11  (meters)          (09/24/01) GPS OBS
 AI2510  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 AI2510  DYNAMIC HT  -         993.986 (meters)    3261.10  (feet)  COMP
 AI2510  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 AI2510
 AI2510  HORZ ORDER  -  B
 AI2510  VERT ORDER  -  FIRST     CLASS II
 AI2510  ELLP ORDER  -  FOURTH    CLASS II
 AI2510
 AI2510.This is a reference station for the MERRIMAN
 AI2510.National Continuously Operating Reference Station (MRRN).
 AI2510
 AI2510.The horizontal coordinates were established by GPS observations
 AI2510.and adjusted by the National Geodetic Survey in May 2000..
 AI2510
 AI2510.The orthometric height was determined by differential leveling
 AI2510.and adjusted by the National Geodetic Survey in July 2002..
 AI2510.No vertical observational check was made to the station.
 AI2510
 AI2510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2510
 AI2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2510
 AI2510.The ellipsoidal height was determined by GPS observations
 AI2510.and is referenced to NAD 83.
 AI2510
 AI2510.The geoid height was determined by GEOID03.
 AI2510
 AI2510.The dynamic height is computed by dividing the NAVD 88
 AI2510.geopotential number by the normal gravity value computed on the
 AI2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2510.degrees latitude (g = 980.6199 gals.).
 AI2510
 AI2510.The modeled gravity was interpolated from observed gravity values.
 AI2510
 AI2510;                    North         East     Units Scale Factor Converg.
 AI2510;SPC NE       -   342,389.182   361,119.143   MT  0.99995763   -1 07 37.5
 AI2510;UTM  14      - 4,753,759.693   279,519.419   MT  1.00019807   -1 50 21.7
 AI2510
 AI2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2510!SPC NE       -   0.99984710  x   0.99995763  =   0.99980474
 AI2510!UTM  14      -   0.99984710  x   1.00019807  =   1.00004514
 AI2510
 AI2510                          SUPERSEDED SURVEY CONTROL
 AI2510
 AI2510  ELLIP H (05/18/00)  975.11   (m)                       GP(       ) 3 2
 AI2510  NAVD 88 (05/18/00)  994.42   (m)         3262.5    (f) LEVELING    3  
 AI2510
 AI2510.Superseded values are not recommended for survey control.
 AI2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2510.See file dsdata.txt to determine how the superseded data were derived.
 AI2510
 AI2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN7951953760(NAD 83)
 AI2510_MARKER: F = FLANGE-ENCASED ROD
 AI2510_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2510_STAMPING: MRRN B 1999
 AI2510_MARK LOGO: NGS   
 AI2510_PROJECTION: FLUSH
 AI2510_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2510+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2510_ROD/PIPE-DEPTH: 19.5 meters
 AI2510_SLEEVE-DEPTH  : 0.9 meters
 AI2510
 AI2510  HISTORY     - Date     Condition        Report By
 AI2510  HISTORY     - 1999     MONUMENTED       NGS
 AI2510
 AI2510                          STATION DESCRIPTION
 AI2510
 AI2510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2510'1.7 KM (1.05 MI) SOUTHERLY ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 AI2510'IN MERRIMAN, 28.9 M (94.8 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 AI2510'LEADING EAST TO THE MORELAND RANCH, 15.2 M (49.9 FT) EAST OF THE
 AI2510'HIGHWAY CENTERLINE, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 AI2510'0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AI2510'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AI2510'MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON
 AI2510'HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0797 ***********************************************************************
 MJ0797  DESIGNATION -  MT VERNON
 MJ0797  PID         -  MJ0797
 MJ0797  STATE/COUNTY-  NE/DOUGLAS
 MJ0797  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0797
 MJ0797                         *CURRENT SURVEY CONTROL
 MJ0797  ___________________________________________________________________
 MJ0797* NAD 83(1995)-  41 11 57.98944(N)    095 55 58.57020(W)     ADJUSTED  
 MJ0797* NAVD 88     -       346.396  (meters)    1136.47   (feet)  ADJUSTED  
 MJ0797  ___________________________________________________________________
 MJ0797  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 MJ0797  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 MJ0797  DYNAMIC HT  -         346.253 (meters)    1136.00  (feet)  COMP
 MJ0797  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 MJ0797
 MJ0797  HORZ ORDER  -  FIRST
 MJ0797  VERT ORDER  -  FIRST     CLASS II
 MJ0797
 MJ0797.The horizontal coordinates were established by classical geodetic methods
 MJ0797.and adjusted by the National Geodetic Survey in August 1997..
 MJ0797
 MJ0797.The orthometric height was determined by differential leveling
 MJ0797.and adjusted by the National Geodetic Survey in June 1991..
 MJ0797
 MJ0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ0797
 MJ0797.The geoid height was determined by GEOID03.
 MJ0797
 MJ0797.The dynamic height is computed by dividing the NAVD 88
 MJ0797.geopotential number by the normal gravity value computed on the
 MJ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0797.degrees latitude (g = 980.6199 gals.).
 MJ0797
 MJ0797.The modeled gravity was interpolated from observed gravity values.
 MJ0797
 MJ0797;                    North         East     Units Scale Factor Converg.
 MJ0797;SPC NE       -   159,692.907   840,912.251   MT  0.99967282   +2 41 42.8
 MJ0797;SPC IA S     -   136,049.923   295,959.875   MT  0.99994837   -1 36 09.3
 MJ0797;UTM  15      - 4,565,045.432   254,066.207   MT  1.00034445   -1 55 58.2
 MJ0797;UTM  14      - 4,565,433.728   757,182.127   MT  1.00041411   +2 01 16.8
 MJ0797
 MJ0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ0797!SPC NE       -   0.99994995  x   0.99967282  =   0.99962279
 MJ0797!SPC IA S     -   0.99994995  x   0.99994837  =   0.99989832
 MJ0797!UTM  15      -   0.99994995  x   1.00034445  =   1.00029438
 MJ0797!UTM  14      -   0.99994995  x   1.00041411  =   1.00036404
 MJ0797
 MJ0797:                Primary Azimuth Mark                     Grid Az
 MJ0797:SPC NE       -  OMAHA 1                                  015 36 15.0
 MJ0797:SPC IA S     -  OMAHA 1                                  019 54 07.1
 MJ0797:UTM  15      -  OMAHA 1                                  020 13 56.0
 MJ0797:UTM  14      -  OMAHA 1                                  016 16 41.0
 MJ0797
 MJ0797|---------------------------------------------------------------------|
 MJ0797| PID    Reference Object                     Distance      Geod. Az  |
 MJ0797|                                                           dddmmss.s |
 MJ0797| MJ1234 OMAHA 1                             APPROX. 3.9 KM 0181757.8 |
 MJ0797| MJ1250 AIRWAY BEACON 0                     APPROX.12.4 KM 0364225.9 |
 MJ0797| MJ0798 MT VERNON RM 1                       51.972 METERS 05505     |
 MJ0797| MJ0799 MT VERNON RM 2                       54.636 METERS 10112     |
 MJ0797| CL7952 MT VERNON AZ MK                                    3560812.5 |
 MJ0797|---------------------------------------------------------------------|
 MJ0797
 MJ0797                          SUPERSEDED SURVEY CONTROL
 MJ0797
 MJ0797  NAD 83(1986)-  41 11 57.99778(N)    095 55 58.57003(W) AD(       ) 1
 MJ0797  NAD 27      -  41 11 58.00100(N)    095 55 57.51700(W) AD(       ) 1
 MJ0797  NGVD 29 (??/??/92)  346.278  (m)         1136.08   (f) ADJ UNCH    1 2
 MJ0797
 MJ0797.Superseded values are not recommended for survey control.
 MJ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0797.See file dsdata.txt to determine how the superseded data were derived.
 MJ0797
 MJ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5406665045(NAD 83)
 MJ0797_MARKER: DB = BENCH MARK DISK
 MJ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0797_STAMPING: MT VERNON 1934
 MJ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0797+STABILITY: SURFACE MOTION
 MJ0797
 MJ0797  HISTORY     - Date     Condition        Report By
 MJ0797  HISTORY     - 1934     MONUMENTED       CGS
 MJ0797  HISTORY     - 1947     GOOD             NGS
 MJ0797  HISTORY     - 1947     GOOD             NGS
 MJ0797  HISTORY     - 1966     GOOD             NEDR
 MJ0797  HISTORY     - 1970     GOOD             NGS
 MJ0797  HISTORY     - 1976     GOOD             LOCSUR
 MJ0797
 MJ0797                          STATION DESCRIPTION
 MJ0797
 MJ0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MJ0797'STATION IS ABOUT 4-1/2 MILES SOUTH OF DOWNTOWN OMAHA, IN MT.
 MJ0797'VERNON PARK, IN NORTHEAST QUARTER OF SEC. 10, T. 14 N. R. 13 E.,
 MJ0797'157.6 FEET WEST OF SUN DIAL AND 72.4 FEET EAST-BY-NORTH OF
 MJ0797'FLAGPOLE.
 MJ0797'
 MJ0797'TO REACH FROM OMAHA, GO SOUTH ON U.S. HIGHWAY 75 TO L STREET IN
 MJ0797'SOUTH OMAHA, TURN EAST AND FOLLOW TROLLEY TRACKS 0.8 MILE TO
 MJ0797'THIRTEENTH STREET, TURN SOUTH AND GO 0.8 MILE TO RIVERSIDE DRIVE,
 MJ0797'A GRAVEL DRIVE TO THE LEFT CIRCLING MT. VERNON PARK.  GO 0.2 MILE
 MJ0797'TO TOP OF HILL.  STATION IS ON KNOLL IN HIGHEST PART OF PARK NEAR
 MJ0797'FLAGPOLE.
 MJ0797'
 MJ0797'REFERENCE MARK NO. 1 IS ALONG FLAG WALK, 170.51 FEET
 MJ0797'EAST-BY-NORTH OF STATION, 50.0 FEET WEST OF CENTERLINE OF GRAVEL
 MJ0797'DRIVE AND 64.5 FEET NORTH OF SUN DIAL.
 MJ0797'
 MJ0797'REFERENCE MARK NO. 2 IS ALONG FLAG WALK, 179.25 FEET EAST
 MJ0797'BY SOUTH OF STATION, 40.0 FEET WEST OF CENTERLINE OF GRAVEL DRIVE
 MJ0797'AND 72.0 FEET SOUTH OF SUN DIAL.
 MJ0797'
 MJ0797'AZIMUTH MARK IS 0.3 MILE NORTH OF STATION.  TO REACH,
 MJ0797'GO NORTH ON GRAVEL DRIVE 0.2 MILE TO PAVED ROAD, BEAR RIGHT AND
 MJ0797'AGAIN IMMEDIATELY RIGHT ONTO ANOTHER GRAVEL DRIVE, GO NORTH ON
 MJ0797'THIS DRIVE 0.2 MILE TO SECOND KNOLL AND MARK ON WEST SIDE, ABOUT
 MJ0797'40.0 FEET WEST OF CENTERLINE OF GRAVEL DRIVE AND 90.0 FEET EAST
 MJ0797'OF CENTERLINE OF PAVED ROAD.
 MJ0797'
 MJ0797'HEIGHT OF LIGHT ABOVE STATION MARK - 23.8 METERS.
 MJ0797
 MJ0797                          STATION RECOVERY (1947)
 MJ0797
 MJ0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MJ0797'AT OMAHA.
 MJ0797'IN THE SOUTHEAST PART OF OMAHA AT MT. VERNON PARK, ON TOP OF A
 MJ0797'KNOLL THAT IS THE HIGHEST POINT IN THE PARK.  157 FEET WEST
 MJ0797'OF A SUN DIAL, 72 FEET NORTHEAST OF A FLAGPOLE, AND 42 FEET SOUTH
 MJ0797'OF THE SOUTH EDGE OF A SIDEWALK.  A BRONZE STATION DISK SET IN
 MJ0797'THE TOP OF A CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0797
 MJ0797                          STATION RECOVERY (1947)
 MJ0797
 MJ0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MJ0797'RECOVERED IN GOOD CONDITION.
 MJ0797
 MJ0797                          STATION RECOVERY (1966)
 MJ0797
 MJ0797'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1966 (HED)
 MJ0797'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 MJ0797'RECOVERED AND FOUND TO BE AS DESCRIBED IN 1934.  THE AZIMUTH MARK
 MJ0797'WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THAT THE MARKER
 MJ0797'HAS BEEN DESTROYED BY STREET AND HIGHWAY CONSTRUCTION.
 MJ0797'
 MJ0797'PREVIOUS TO REACH INFORMATION IS INADEQUATE.
 MJ0797'
 MJ0797'NEW TO REACH IS AS FOLLOWS--FROM OMAHA UNION RAILROAD STATION AT
 MJ0797'10TH AND MARCY, GO SOUTH ON 10TH STREET 1.54 MILE TO THE
 MJ0797'INTERSECTION OF 10TH STREET AND DEER PARK BOULEVARD, TURN RIGHT
 MJ0797'(WEST) AND GO 0.2 MILE TO THE INTERSECTION OF 13TH STREET AND
 MJ0797'DEER PARK BOULEVARD, TURN LEFT (SOUTH) ON 13TH STREET, (U.S.
 MJ0797'HIGHWAYS 73 AND 75) AND CONTINUE FOR 1.05 MILE TO THE
 MJ0797'INTERSECTION OF 13TH AND L STREETS.  FROM THIS INTERSECTION
 MJ0797'CONTINUE SOUTH ON 13TH STREET (U.S. HIGHWAYS 73 AND 75) FOR 0.85
 MJ0797'MILE TO THE ENTRANCE TO MT. VERNON PARK ON THE LEFT (EAST).
 MJ0797'PROCEED INTO THE PARK ON WINDING ROAD FOR 0.15 MILE TO THE
 MJ0797'STATION AS DESCRIBED IN 1934.
 MJ0797
 MJ0797                          STATION RECOVERY (1970)
 MJ0797
 MJ0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MJ0797'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 MJ0797'WERE RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 MJ0797'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND ALL INDICATION
 MJ0797'FROM OLD TIES SHOWS THE MARK WAS PROBABLY DESTROYED BY ROAD
 MJ0797'CONSTRUCTION.  THE STATION SITE IS IN A PARK AND THE AREA IS
 MJ0797'COVERED BY TREES.  TRIANGULATION STATION BOYNE 1934 WILL BE
 MJ0797'VISIBLE WHEN TREES ARE BARREN SOUTHEAST OF THE STATION IF LINE
 MJ0797'OF SIGHT WOULD NOT COME THROUGH A TREE TRUNK.  A NEW SIDEWALK
 MJ0797'HAS BEEN BUILT OVER REFERENCE MARK NO. 2 AND IS 3 INCHES
 MJ0797'BELOW THE CONCRETE WALK.  A METAL PLATE WAS FOUND PLACED IN
 MJ0797'THE SIDEWALK SO THE MARK IS STILL USEABLE OF FUTURE RECOVERY.
 MJ0797'DUE TO OBSTRUCTIONS THEIR IS NO SUITABLE PLACE TO SET A
 MJ0797'NEW AZIMUTH MARK.
 MJ0797'
 MJ0797'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 MJ0797'
 MJ0797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 MJ0797'SOUTH OF DOWNTOWN OMAHA.
 MJ0797
 MJ0797                          STATION RECOVERY (1976)
 MJ0797
 MJ0797'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (JB)
 MJ0797'MT VERNON 1934 RECOVERED GOOD.
 MJ0797'
 MJ0797'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OMAHA.
 MJ0797'MT. VERNON NO. 1 1934 RECOVERED GOOD.
 MJ0797'
 MJ0797'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OMAHA.
 MJ0797'MT. VERNON NO. 2 1934 RECOVERED GOOD.
 MJ0797'
 MJ0797'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OMAHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0455 ***********************************************************************
 MN0455  DESIGNATION -  MT VERNON
 MN0455  PID         -  MN0455
 MN0455  STATE/COUNTY-  NE/DEUEL
 MN0455  USGS QUAD   -  MOUNT VERNON (1972)
 MN0455
 MN0455                         *CURRENT SURVEY CONTROL
 MN0455  ___________________________________________________________________
 MN0455* NAD 83(1995)-  41 09 48.16755(N)    102 32 41.16621(W)     ADJUSTED  
 MN0455* NAVD 88     -      1208.     (meters)    3963.     (feet)  SCALED    
 MN0455  ___________________________________________________________________
 MN0455  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 MN0455  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 MN0455
 MN0455  HORZ ORDER  -  SECOND
 MN0455
 MN0455.The horizontal coordinates were established by classical geodetic methods
 MN0455.and adjusted by the National Geodetic Survey in August 1997..
 MN0455
 MN0455.The orthometric height was scaled from a topographic map.
 MN0455
 MN0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0455
 MN0455.The geoid height was determined by GEOID03.
 MN0455
 MN0455;                    North         East     Units Scale Factor Converg.
 MN0455;SPC NE       -   150,811.329   286,524.952   MT  0.99967636   -1 41 11.1
 MN0455;UTM  13      - 4,559,799.964   705,986.549   MT  1.00012223   +1 36 59.8
 MN0455
 MN0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0455!SPC NE       -   0.99981377  x   0.99967636  =   0.99949019
 MN0455!UTM  13      -   0.99981377  x   1.00012223  =   0.99993598
 MN0455
 MN0455|---------------------------------------------------------------------|
 MN0455| PID    Reference Object                     Distance      Geod. Az  |
 MN0455|                                                           dddmmss.s |
 MN0455| CP7805 MT VERNON RM 1                        9.112 METERS 13335     |
 MN0455| CP7806 MT VERNON RM 2                        8.947 METERS 21201     |
 MN0455| MN0461 LODGEPOLE COMMUNITY TV MAST         APPROX. 8.1 KM 2235949.0 |
 MN0455| MN0470 LODGEPOLE MUNICIPAL TANK            APPROX. 8.1 KM 2621324.2 |
 MN0455| CP7804 MT VERNON AZ MK                                    2750815.6 |
 MN0455|---------------------------------------------------------------------|
 MN0455
 MN0455                          SUPERSEDED SURVEY CONTROL
 MN0455
 MN0455  NAD 83(1995)-  41 09 48.16741(N)    102 32 41.16666(W) AD(       ) 2
 MN0455  NAD 83(1986)-  41 09 48.16471(N)    102 32 41.16735(W) AD(       ) 2
 MN0455  NAD 27      -  41 09 48.21420(N)    102 32 39.47860(W) AD(       ) 2
 MN0455
 MN0455.Superseded values are not recommended for survey control.
 MN0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0455.See file dsdata.txt to determine how the superseded data were derived.
 MN0455
 MN0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0598759800(NAD 83)
 MN0455_MARKER: DS = TRIANGULATION STATION DISK
 MN0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0455_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0455
 MN0455  HISTORY     - Date     Condition        Report By
 MN0455  HISTORY     - 1963     MONUMENTED       CGS
 MN0455  HISTORY     - 1970     MARK NOT FOUND   USGS
 MN0455
 MN0455                          STATION DESCRIPTION
 MN0455
 MN0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0455'THE STATION IS LOCATED ON A PROMINENT GRASS COVERED KNOLL,
 MN0455'LOCALLY KNOWN AS MOUNT VERNON.  THE LAND IS OWNED BY MR. EDGAR
 MN0455'BARGE OF CENTRAL CITY, NEBRASKA AND LEASED BY MR. RAY STEGEMENT.
 MN0455'THE STATION IS ABOUT 7 MILES NORTHWEST OF CHAPPELL AND 5 MILES
 MN0455'EAST OF LODGEPOLE.
 MN0455'
 MN0455'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE, DRIVE
 MN0455'EAST ON U.S. HIGHWAY 30 FOR 0.1 MILE TO A SIDE ROAD LEFT.
 MN0455'TURN LEFT AND DRIVE NORTH ON A GRAVELED ROAD FOR 1.2 MILES
 MN0455'TO A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE EAST ON A GRAVELED
 MN0455'AND DIRT ROAD FOR 3.9 MILES TO THE AZIMUTH MARK ON THE SOUTH SIDE
 MN0455'OF THE DIRT ROAD.  CONTINUE EAST ON A DIRT ROAD FOR 0.55
 MN0455'MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND DRIVE SOUTH ON THE
 MN0455'TRACK ROAD FOR 0.05 MILE TO THE SUMMIT OF THE KNOLL AND THE
 MN0455'STATION.
 MN0455'
 MN0455'THE STATION MARK IS A STANDARD DISK, STAMPED MOUNT VERNON 1963,
 MN0455'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 14
 MN0455'INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE
 MN0455'GROUND SURFACE.  IT IS 3.5 FEET NORTH OF A METAL WITNESS POST
 MN0455'WITH A SIGN ATTACHED.
 MN0455'
 MN0455'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MOUNT VERNON
 MN0455'NO 1 1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 MN0455'WHICH IS 12 INCHES IN DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE
 MN0455'THE GROUND SURFACE.  IT IS 27.4 FEET SOUTHEAST OF A METAL
 MN0455'WITNESS POST WITH A SIGN ATTACHED.
 MN0455'
 MN0455'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MOUNT VERNON NO
 MN0455'2 1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 MN0455'WHICH IS 12 INCHES IN DIAMETER AND PROJECTS ABOUT 6 INCHES
 MN0455'ABOVE THE GROUND SURFACE.  IT IS 27.0 FEET SOUTHWEST OF A METAL
 MN0455'WITNESS POST WITH A SIGN ATTACHED.
 MN0455'
 MN0455'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MOUNT VERNON
 MN0455'1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 MN0455'IS 12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0455'IT IS 46 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD,
 MN0455'3.5 FEET WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 MN0455'AND 2.4 FEET EAST OF A POWER LINE POLE.
 MN0455
 MN0455                          STATION RECOVERY (1970)
 MN0455
 MN0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (DLH)
 MN0455'THE STATION AZIMUTH MARK WAS NOT FOUND.  THE AREA WHERE THE
 MN0455'MARK WAS SET IS NOW UNDER CULTIVATION.  ALL OTHER MARKS WERE
 MN0455'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0798 ***********************************************************************
 MJ0798  DESIGNATION -  MT VERNON RM 1
 MJ0798  PID         -  MJ0798
 MJ0798  STATE/COUNTY-  NE/DOUGLAS
 MJ0798  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0798
 MJ0798                         *CURRENT SURVEY CONTROL
 MJ0798  ___________________________________________________________________
 MJ0798* NAD 83(1986)-  41 11 58.     (N)    095 55 58.     (W)     SCALED    
 MJ0798* NAVD 88     -       343.172  (meters)    1125.89   (feet)  ADJUSTED  
 MJ0798  ___________________________________________________________________
 MJ0798  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 MJ0798  DYNAMIC HT  -         343.031 (meters)    1125.43  (feet)  COMP
 MJ0798  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 MJ0798
 MJ0798  VERT ORDER  -  FIRST     CLASS II
 MJ0798
 MJ0798.The horizontal coordinates were scaled from a topographic map and have
 MJ0798.an estimated accuracy of +/- 6 seconds.
 MJ0798
 MJ0798.The orthometric height was determined by differential leveling
 MJ0798.and adjusted by the National Geodetic Survey in June 1991..
 MJ0798
 MJ0798.The geoid height was determined by GEOID03.
 MJ0798
 MJ0798.The dynamic height is computed by dividing the NAVD 88
 MJ0798.geopotential number by the normal gravity value computed on the
 MJ0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0798.degrees latitude (g = 980.6199 gals.).
 MJ0798
 MJ0798.The modeled gravity was interpolated from observed gravity values.
 MJ0798
 MJ0798;                    North         East    Units  Estimated Accuracy
 MJ0798;SPC NE       -   159,690.      840,930.      MT  (+/- 180 meters Scaled)
 MJ0798
 MJ0798                          SUPERSEDED SURVEY CONTROL
 MJ0798
 MJ0798  NGVD 29 (??/??/92)  343.055  (m)         1125.51   (f) ADJ UNCH    1 2
 MJ0798
 MJ0798.Superseded values are not recommended for survey control.
 MJ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0798.See file dsdata.txt to determine how the superseded data were derived.
 MJ0798
 MJ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF540650(NAD 83)
 MJ0798_MARKER: DB = BENCH MARK DISK
 MJ0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0798_STAMPING: MT VERNON NO 1 1934
 MJ0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0798+STABILITY: SURFACE MOTION
 MJ0798
 MJ0798  HISTORY     - Date     Condition        Report By
 MJ0798  HISTORY     - 1934     MONUMENTED       CGS
 MJ0798  HISTORY     - 1947     GOOD             NGS
 MJ0798
 MJ0798                          STATION DESCRIPTION
 MJ0798
 MJ0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0798'AT OMAHA.
 MJ0798'IN THE SOUTHEAST PART OF OMAHA AT MT. VERNON PARK, ON TOP OF A
 MJ0798'KNOLL THAT IS THE HIGHEST PART OF THE PARK.  THE MARK IS 170
 MJ0798'FEET NORTHEAST OF THE STATION MARK, 64 FEET NORTH OF THE SUN
 MJ0798'DIAL, 3 FEET EAST OF A STONE WALK, AND AT THE WEST EDGE OF A
 MJ0798'HEDGE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND
 MJ0798'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0799 ***********************************************************************
 MJ0799  DESIGNATION -  MT VERNON RM 2
 MJ0799  PID         -  MJ0799
 MJ0799  STATE/COUNTY-  NE/DOUGLAS
 MJ0799  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0799
 MJ0799                         *CURRENT SURVEY CONTROL
 MJ0799  ___________________________________________________________________
 MJ0799* NAD 83(1986)-  41 11 58.     (N)    095 55 58.     (W)     SCALED    
 MJ0799* NAVD 88     -       342.935  (meters)    1125.11   (feet)  ADJUSTED  
 MJ0799  ___________________________________________________________________
 MJ0799  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 MJ0799  DYNAMIC HT  -         342.794 (meters)    1124.65  (feet)  COMP
 MJ0799  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 MJ0799
 MJ0799  VERT ORDER  -  FIRST     CLASS II
 MJ0799
 MJ0799.The horizontal coordinates were scaled from a topographic map and have
 MJ0799.an estimated accuracy of +/- 6 seconds.
 MJ0799
 MJ0799.The orthometric height was determined by differential leveling
 MJ0799.and adjusted by the National Geodetic Survey in June 1991..
 MJ0799
 MJ0799.The geoid height was determined by GEOID03.
 MJ0799
 MJ0799.The dynamic height is computed by dividing the NAVD 88
 MJ0799.geopotential number by the normal gravity value computed on the
 MJ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0799.degrees latitude (g = 980.6199 gals.).
 MJ0799
 MJ0799.The modeled gravity was interpolated from observed gravity values.
 MJ0799
 MJ0799;                    North         East    Units  Estimated Accuracy
 MJ0799;SPC NE       -   159,690.      840,930.      MT  (+/- 180 meters Scaled)
 MJ0799
 MJ0799                          SUPERSEDED SURVEY CONTROL
 MJ0799
 MJ0799  NGVD 29 (??/??/92)  342.818  (m)         1124.73   (f) ADJ UNCH    1 2
 MJ0799
 MJ0799.Superseded values are not recommended for survey control.
 MJ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0799.See file dsdata.txt to determine how the superseded data were derived.
 MJ0799
 MJ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF540650(NAD 83)
 MJ0799_MARKER: DB = BENCH MARK DISK
 MJ0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0799_STAMPING: MT VERNON NO 2 1934
 MJ0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0799+STABILITY: SURFACE MOTION
 MJ0799
 MJ0799  HISTORY     - Date     Condition        Report By
 MJ0799  HISTORY     - 1934     MONUMENTED       CGS
 MJ0799  HISTORY     - 1947     GOOD             NGS
 MJ0799  HISTORY     - 1947     GOOD             NGS
 MJ0799
 MJ0799                          STATION DESCRIPTION
 MJ0799
 MJ0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0799'AT OMAHA.
 MJ0799'IN THE SOUTHEAST PART OF OMAHA AT MT. VERNON PARK, ON TOP OF A
 MJ0799'KNOLL THAT IS THE HIGHEST PART OF THE PARK.  THE MARK IS 179 FEET
 MJ0799'SOUTHEAST OF THE STATION MARK, 72 FEET SOUTH OF A SUN DIAL,
 MJ0799'40 FEET WEST OF THE CENTER LINE OF A GRAVELED DRIVE, 3 FEET
 MJ0799'EAST OF THE CENTER LINE OF A STONE WALK, AND 1 FOOT WEST OF A
 MJ0799'HEDGE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND SET
 MJ0799'FLUSH WITH THE SURFACE OF THE GROUND.
 MJ0799
 MJ0799                          STATION RECOVERY (1947)
 MJ0799
 MJ0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MJ0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0506 ***********************************************************************
 NO0506  DESIGNATION -  MUD
 NO0506  PID         -  NO0506
 NO0506  STATE/COUNTY-  NE/CHERRY
 NO0506  USGS QUAD   -  IRWIN SW (1990)
 NO0506
 NO0506                         *CURRENT SURVEY CONTROL
 NO0506  ___________________________________________________________________
 NO0506* NAD 83(1995)-  42 47 48.76394(N)    101 57 10.24202(W)     ADJUSTED  
 NO0506* NAVD 88     -      1111.     (meters)    3645.     (feet)  SCALED    
 NO0506  ___________________________________________________________________
 NO0506  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 NO0506  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 NO0506
 NO0506  HORZ ORDER  -  SECOND
 NO0506
 NO0506.The horizontal coordinates were established by classical geodetic methods
 NO0506.and adjusted by the National Geodetic Survey in August 1997..
 NO0506
 NO0506.The orthometric height was scaled from a topographic map.
 NO0506
 NO0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0506
 NO0506.The geoid height was determined by GEOID03.
 NO0506
 NO0506;                    North         East     Units Scale Factor Converg.
 NO0506;SPC NE       -   330,861.391   340,267.059   MT  0.99991319   -1 17 38.9
 NO0506;UTM  14      - 4,742,488.536   258,518.805   MT  1.00031746   -2 00 25.7
 NO0506;UTM  13      - 4,742,763.172   749,194.345   MT  1.00036404   +2 04 16.7
 NO0506
 NO0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0506!SPC NE       -   0.99982868  x   0.99991319  =   0.99974188
 NO0506!UTM  14      -   0.99982868  x   1.00031746  =   1.00014609
 NO0506!UTM  13      -   0.99982868  x   1.00036404  =   1.00019266
 NO0506
 NO0506:                Primary Azimuth Mark                     Grid Az
 NO0506:SPC NE       -  LEAT                                     066 26 11.1
 NO0506:UTM  14      -  LEAT                                     067 08 57.9
 NO0506:UTM  13      -  LEAT                                     063 04 15.5
 NO0506
 NO0506|---------------------------------------------------------------------|
 NO0506| PID    Reference Object                     Distance      Geod. Az  |
 NO0506|                                                           dddmmss.s |
 NO0506| NO0503 LEAT                                APPROX.15.0 KM 0650832.2 |
 NO0506| CQ3567 MUD RM 1                             12.567 METERS 11007     |
 NO0506| CQ3568 MUD RM 2                             15.788 METERS 19706     |
 NO0506| CQ3566 MUD AZ MK                                          2882709.0 |
 NO0506|---------------------------------------------------------------------|
 NO0506
 NO0506                          SUPERSEDED SURVEY CONTROL
 NO0506
 NO0506  NAD 83(1986)-  42 47 48.75647(N)    101 57 10.24701(W) AD(       ) 2
 NO0506  NAD 27      -  42 47 48.75500(N)    101 57 08.66500(W) AD(       ) 2
 NO0506
 NO0506.Superseded values are not recommended for survey control.
 NO0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0506.See file dsdata.txt to determine how the superseded data were derived.
 NO0506
 NO0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN5851942489(NAD 83)
 NO0506_MARKER: DS = TRIANGULATION STATION DISK
 NO0506_SETTING: 0 = UNSPECIFIED SETTING
 NO0506
 NO0506  HISTORY     - Date     Condition        Report By
 NO0506  HISTORY     - 1946     MONUMENTED       CGS
 NO0506  HISTORY     - 1968     GOOD             USGS
 NO0506
 NO0506                          STATION DESCRIPTION
 NO0506
 NO0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0506'13.2 MILES EAST OF GORDON AND ABOUT 0.5 MILE SOUTH OF U.S.
 NO0506'HIGHWAY NO. 20.  ON THE HIGHEST POINT AND SOUTH END OF A
 NO0506'GRASS-COVERED SAND RIDGE WHICH RUNS IN A GENERALLY NORTH-SOUTH
 NO0506'DIRECTION.  THE STATION IS MARKED BY A STANDARD DISK WELDED
 NO0506'TO THE TOP OF A 3-INCH IRON PIPE, PROJECTING 6 INCHES AND
 NO0506'IS STAMPED MUD 1946.
 NO0506'
 NO0506'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, ABOUT
 NO0506'ONE FOOT LOWER AND IS A STANDARD DISK WELDED TO THE TOP OF A
 NO0506'3-INCH IRON PIPE, STAMPED MUD NO 1 1946, PROJ. 10 IN.
 NO0506'
 NO0506'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, ABOUT FOUR
 NO0506'FEET LOWER AND IS A STANDARD DISK WELDED TO THE TOP OF A
 NO0506'3-INCH IRON PIPE, STAMPED MUD NO 2 1946, PROJECTS 8 IN.
 NO0506'
 NO0506'THE AZIMUTH MARK IS ON THE NORTH SIDE OF U.S. HIGHWAY NO. 20
 NO0506'AT THE JUNCTION OF A DIRT, T-ROAD FROM THE SOUTH.  IT IS
 NO0506'36 FEET NORTH OF THE HIGHWAY, 3 FEET EAST OF A 4X4-INCH WITNESS
 NO0506'POST AND A TELEPHONE POLE AND ONE FOOT SOUTH OF A WIRE FENCE.
 NO0506'IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH IRON
 NO0506'PIPE, PROJECTING ABOUT 5 INCHES AND IS STAMPED, MUD 1946.
 NO0506'
 NO0506'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NO0506'20 WITH STATE HIGHWAY NO. 27 AT GORDON--GO EAST ON HIGHWAY
 NO0506'20 FOR 12.15 MILES TO A DIRT, T-ROAD SOUTH AND THE AZIMUTH
 NO0506'MARK ON THE LEFT.  CONTINUE ON HIGHWAY FOR 0.95 MILE TO A
 NO0506'WIRE GATE ON THE RIGHT.  PASS THROUGH GATE AND PROCEED ACROSS
 NO0506'PASTURE IN A GENERAL SOUTHWESTERLY DIRECTION TO HIGHEST POINT
 NO0506'AND STATION, APPROXIMATE DISTANCE FROM GATE 0.5 MILE.
 NO0506
 NO0506                          STATION RECOVERY (1968)
 NO0506
 NO0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (RRB)
 NO0506'STA. MK., AND REF. MKS. NO. 1 AND 2 WERE RECOVERED AND FOUND
 NO0506'IN GOOD CONDITION AS DESCRIBED.  AZI. MK. WAS NOT FOUND.
 NO0506'
 NO0506'DISTANCES AND DIRECTIONS TO REF. MK. NO. 1 AND REF. MK. NO. 2
 NO0506'CHECKED.
 NO0506'
 NO0506'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--TO REACH FROM
 NO0506'THE P.O. AT GORDON, GO EAST ON 2ND ST. 0.05 MI. TO HWY 27
 NO0506'(MAIN ST.) TURN RIGHT (SOUTH) AND GO 0.3 MI. TO JUNCTION U.S.
 NO0506'HWY 27 AND 20, TURN LEFT (EAST) AND GO 13.2 MI. ALONG U.S. HWY
 NO0506'20 TO A FIELD ENTRANCE ON RIGHT (SOUTH) TURN RIGHT (SOUTH)
 NO0506'AND GO THROUGH WIRE GATE AND GO 0.7 MILE ACROSS OPEN RANGE
 NO0506'SOUTHWEST AND SOUTH ON RIDGES TO TOP OF HIGHEST RIDGE AND
 NO0506'STATION OVERLOOKING VALLEY TO SOUTH AND SOUTHWEST AND WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1070 ***********************************************************************
 LH1070  DESIGNATION -  MUDDY
 LH1070  PID         -  LH1070
 LH1070  STATE/COUNTY-  NE/GOSPER
 LH1070  USGS QUAD   -  ELWOOD SW (1971)
 LH1070
 LH1070                         *CURRENT SURVEY CONTROL
 LH1070  ___________________________________________________________________
 LH1070* NAD 83(1995)-  40 30 38.84590(N)    099 57 12.07636(W)     ADJUSTED  
 LH1070* NAVD 88     -       772.     (meters)    2533.     (feet)  SCALED    
 LH1070  ___________________________________________________________________
 LH1070  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LH1070  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 LH1070
 LH1070  HORZ ORDER  -  FIRST
 LH1070
 LH1070.The horizontal coordinates were established by classical geodetic methods
 LH1070.and adjusted by the National Geodetic Survey in August 1997..
 LH1070
 LH1070.The orthometric height was scaled from a topographic map.
 LH1070
 LH1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1070
 LH1070.The geoid height was determined by GEOID03.
 LH1070
 LH1070;                    North         East     Units Scale Factor Converg.
 LH1070;SPC NE       -    75,219.431   503,952.638   MT  0.99980804   +0 01 51.3
 LH1070;UTM  14      - 4,484,889.004   419,230.948   MT  0.99968030   -0 37 09.6
 LH1070
 LH1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1070!SPC NE       -   0.99988268  x   0.99980804  =   0.99969074
 LH1070!UTM  14      -   0.99988268  x   0.99968030  =   0.99956302
 LH1070
 LH1070|---------------------------------------------------------------------|
 LH1070| PID    Reference Object                     Distance      Geod. Az  |
 LH1070|                                                           dddmmss.s |
 LH1070| CO1896 MUDDY RM 1                           48.832 METERS 00318     |
 LH1070| LH1067 ELWOOD MUNICIPAL STANDPIPE          APPROX.11.9 KM 0420155.1 |
 LH1070| CO1898 MUDDY RM 3                           20.354 METERS 09446     |
 LH1070| CO1895 MUDDY AZ MK                                        1794041.7 |
 LH1070| LH1037 ST MATHEWS LUTHERAN CH SPIRE        APPROX.17.7 KM 1823355.4 |
 LH1070| LH1040 SALEM EVAN LUTHERAN CH SPIRE        APPROX. 3.3 KM 2415704.8 |
 LH1070| CO1897 MUDDY RM 2                           29.053 METERS 26614     |
 LH1070|---------------------------------------------------------------------|
 LH1070
 LH1070                          SUPERSEDED SURVEY CONTROL
 LH1070
 LH1070  NAD 83(1986)-  40 30 38.85081(N)    099 57 12.08046(W) AD(       ) 1
 LH1070  NAD 27      -  40 30 38.83200(N)    099 57 10.62900(W) AD(       ) 1
 LH1070
 LH1070.Superseded values are not recommended for survey control.
 LH1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1070.See file dsdata.txt to determine how the superseded data were derived.
 LH1070
 LH1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1923184889(NAD 83)
 LH1070_MARKER: DS = TRIANGULATION STATION DISK
 LH1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1070
 LH1070  HISTORY     - Date     Condition        Report By
 LH1070  HISTORY     - 1934     MONUMENTED       CGS
 LH1070  HISTORY     - 1951     GOOD             CGS
 LH1070  HISTORY     - 1963     GOOD             CGS
 LH1070
 LH1070                          STATION DESCRIPTION
 LH1070
 LH1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1070'THE STATION IS ON LAND OWNED BY THE ESTATE OF HERMAN MILLER,
 LH1070'IN THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SEC. 5, T. 6
 LH1070'N., R. 23 W., IN THE TOWNSHIP OF EAST MUDDY.  MARK IS SET 8-1/2
 LH1070'WEST OF A NORTH-SOUTH WIRE FENCE, 7 FEET NORTH OF AN EAST-WEST
 LH1070'FENCE LINE, ON NORTHWEST CORNER OF DIRT CROSSROADS.
 LH1070'
 LH1070'REACHED FROM JUNCTION OF STATE HIGHWAYS 23S AND 21 IN ELWOOD, GO
 LH1070'SOUTH ON HIGHWAYS 23S AND 21 5 MILES TO THEIR JUNCTION, KEEP RIGHT
 LH1070'ON 23S AND GO 5.1 MILES TO A DIRT ROAD AND A WHITE SCHOOL ON
 LH1070'RIGHT.  TURN RIGHT (NORTH) AND GO 1 MILE TO DIRT CROSSROADS AND
 LH1070'STATION ON NORTHWEST CORNER.
 LH1070'
 LH1070'REFERENCE MARK NO. 1 IS SET IN NORTH-SOUTH FENCE LINE, 168 FEET
 LH1070'NORTH OF EAST-WEST WIRE FENCE, AND 33 FEET WEST OF CENTERLINE OF
 LH1070'NORTH-SOUTH DIRT ROAD.
 LH1070'
 LH1070'REFERENCE MARK NO. 2 IS SET IN EAST-WEST FENCE, 103-1/2 FEET WEST
 LH1070'OF A NORTH-SOUTH WIRE FENCE, AND 33 FEET NORTH OF CENTERLINE OF
 LH1070'AN EAST-WEST DIRT ROAD.
 LH1070'
 LH1070'AZIMUTH MARK IS 0.6 MILE SOUTH OF STATION IN AN EAST-WEST FENCE
 LH1070'LINE OF A LANE LEADING TO MR. YERGES HOUSE, 1 FOOT NORTH OF
 LH1070'EAST-WEST TELEPHONE LINE, 15 FEET WEST OF GATE OR EAST-WEST
 LH1070'FENCE, 44 FEET FROM CENTERLINE OF NORTH-SOUTH DIRT ROAD.
 LH1070'REACHED BY GOING SOUTH FROM STATION 0.6 MILE TO MARK ON RIGHT.
 LH1070'
 LH1070'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LH1070
 LH1070                          STATION RECOVERY (1951)
 LH1070
 LH1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1070'THE STATION REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 LH1070'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2
 LH1070'WAS DESTROYED AND A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.
 LH1070'
 LH1070'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1070'
 LH1070'THE STATION IS LOCATED ABOUT 14.0 MILES NORTH-NORTHWEST OF ARAPAHOE
 LH1070'AND ABOUT 7.0 MILE SOUTHWEST OF ELWOOD IN THE SOUTHEAST CORNER
 LH1070'OF A CULTIVATED FIELD, 41 FEET NORTH OF THE CENTER OF AN
 LH1070'EAST-WEST ROAD, 39 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1070'ROAD AND 10 FEET NORTHWEST OF A FENCE CORNER.  IT IS STAMPED
 LH1070'MUDDY 1934 AND PROJECTS 4 INHES.
 LH1070'
 LH1070'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF A CULTIVATED FIELD, 37
 LH1070'FEET WEST OF THE CENTER OF A NORTH-ROAD AND 2 FEET WEST OF A
 LH1070'NORTH-SOUTH FENCE LINE.  IT IS STAMPED MUDDY NO 1 1934 AND
 LH1070'PROJECTS 10 INCHES.
 LH1070'
 LH1070'REFERENCE MARK NO. 3 IS ON THE ROAD RIGHT-OF-WAY, 30 FEET NORTH
 LH1070'OF THE CENTER OF AN EAST-WEST ROAD, 25 FEET EAST OF THE CENTER OF
 LH1070'A NORTH-SOUTH ROAD AND 2 FEET NORTH OF A POWER LINE POLE AND FENCE
 LH1070'CORNER.  IT IS STAMPED MUDDY NO 3 1934 AND PROJECTS 3 INCHES.
 LH1070'
 LH1070'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 175.12 FEET.
 LH1070'
 LH1070'THE AZIMUTH MARK IS NEAR THE SOUTHEAST CORNER OF A CULTIVATED
 LH1070'FIELD, 40 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 16 FEET
 LH1070'WEST OF A FENCE CORNER, 2 FEET EAST OF A WITNESS POST AND 1 FOOT
 LH1070'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED MUDDY AZI 1934
 LH1070'AND PROJECTS 4 INCHES.
 LH1070'
 LH1070'TO REACH THE STATION FROM THE INTERSECTION JUST WEST OF THE
 LH1070'POST OFFICE IN ELWOOD, GO SOUTH ON U.S. HIGHWAY 283 AND STATE
 LH1070'HIGHWAY 23S FOR 5.0 MILES TO A FORK, TAKE RIGHT FORK AND GO
 LH1070'SOUTHWEST AND WEST ON STATE HIGHWAY 23S FOR 5.2 MILES TO A T
 LH1070'ROAD RIGHT JUST AFTER PASSING SCHOOLHOUSE.  TURN RIGHT AND GO
 LH1070'NORTH ON DIRT ROAD FOR 0.5 MILE TO AZIMUTH MARK IN FIELD ON LEFT
 LH1070'AS DESCRIBED, CONTINUE NORTH FOR 0.5 MILE TO A CROSSROAD AND
 LH1070'STATION JUST NORTHWEST AS DESCRIBED.
 LH1070
 LH1070                          STATION RECOVERY (1963)
 LH1070
 LH1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LH1070'STATION, AZIMUTH MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 LH1070'GOOD CONDITION.  DESCRIPTION MUST BE ALTERED BECAUSE OF IMPROVEMENTS
 LH1070'AND STRAIGHTENING OF HWY 235.  FROM THE POST OFFICE IN ELWOOD,
 LH1070'NEBR. GO SOUTH ON US 283 AND STATE HIGHWAY 235 FOR 4.3 MILES TO A
 LH1070'POINT WHERE 235 SEPARATES FROM US 283.  TURN RIGHT AND GO WEST
 LH1070'AND SOUTH FOR 1.0 MILES ON 235 (NOW A GRAVEL ROAD) TO A T ROAD
 LH1070'RIGHT.  TURN RIGHT AND GO WEST FOR 0.7 MILES TO A FORK.  TAKE THE
 LH1070'LEFT FORK AND GO SOUTH FOR 1.2 MILES TO A CROSSROAD.  TURN RIGHT
 LH1070'AND GO WEST FOR 2.5 MILES TO A CROSSROAD AND STATION IN THE NW
 LH1070'CORNER AS DESCRIBED.  FROM HERE TURN LEFT AND GO SOUTH FOR
 LH1070'0.5 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0970 ***********************************************************************
 LG0970  DESIGNATION -  MUDDY
 LG0970  PID         -  LG0970
 LG0970  STATE/COUNTY-  NE/OTOE
 LG0970  USGS QUAD   -  COOK (1966)
 LG0970
 LG0970                         *CURRENT SURVEY CONTROL
 LG0970  ___________________________________________________________________
 LG0970* NAD 83(1995)-  40 32 15.60263(N)    096 10 45.71227(W)     ADJUSTED  
 LG0970* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 LG0970  ___________________________________________________________________
 LG0970  LAPLACE CORR-          -7.72  (seconds)                    DEFLEC99
 LG0970  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 LG0970
 LG0970  HORZ ORDER  -  SECOND
 LG0970
 LG0970.The horizontal coordinates were established by classical geodetic methods
 LG0970.and adjusted by the National Geodetic Survey in August 1997..
 LG0970
 LG0970.The orthometric height was scaled from a topographic map.
 LG0970
 LG0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0970
 LG0970.The geoid height was determined by GEOID03.
 LG0970
 LG0970;                    North         East     Units Scale Factor Converg.
 LG0970;SPC NE       -    85,351.617   823,515.489   MT  0.99980009   +2 31 54.9
 LG0970;UTM  14      - 4,491,259.238   738,884.748   MT  1.00030249   +1 50 02.9
 LG0970
 LG0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0970!SPC NE       -   0.99994841  x   0.99980009  =   0.99974851
 LG0970!UTM  14      -   0.99994841  x   1.00030249  =   1.00025089
 LG0970
 LG0970|---------------------------------------------------------------------|
 LG0970| PID    Reference Object                     Distance      Geod. Az  |
 LG0970|                                                           dddmmss.s |
 LG0970| CL7954 MUDDY RM 1                           18.485 METERS 00928     |
 LG0970| CL7953 MUDDY AZ MK                                        0921500.1 |
 LG0970| CL7955 MUDDY RM 2                           21.077 METERS 10053     |
 LG0970| LG0969 COOK MUNICIPAL TANK                 APPROX. 3.3 KM 1484126.9 |
 LG0970| LG0968 COOK RELAY TOWER                    APPROX. 1.7 KM 2660944.1 |
 LG0970|---------------------------------------------------------------------|
 LG0970
 LG0970                          SUPERSEDED SURVEY CONTROL
 LG0970
 LG0970  NAD 83(1986)-  40 32 15.61061(N)    096 10 45.70811(W) AD(       ) 2
 LG0970  NAD 27      -  40 32 15.62100(N)    096 10 44.67800(W) AD(       ) 2
 LG0970
 LG0970.Superseded values are not recommended for survey control.
 LG0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0970.See file dsdata.txt to determine how the superseded data were derived.
 LG0970
 LG0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3888591259(NAD 83)
 LG0970_MARKER: DS = TRIANGULATION STATION DISK
 LG0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0970
 LG0970  HISTORY     - Date     Condition        Report By
 LG0970  HISTORY     - 1947     MONUMENTED       CGS
 LG0970  HISTORY     - 1961     GOOD             CGS
 LG0970  HISTORY     - 1962     GOOD             CGS
 LG0970  HISTORY     - 1974     GOOD             NGS
 LG0970
 LG0970                          STATION DESCRIPTION
 LG0970
 LG0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0970'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF A TRIANGLE
 LG0970'FORMED BY THREE ROADS, ABOUT 8 MILES SOUTH OF SYRACUSE, 2 MILES
 LG0970'NORTH OF COOK, 1 MILE NORTH OF THE JOHNSON-OTEE COUNTY LINE,
 LG0970'95 FEET NORTHEAST OF THE INTERSECTION OF A CROSSROAD, 72 FEET
 LG0970'EAST OF THE CENTER OF A GRAVELED ROAD, 68 FEET NORTH OF THE
 LG0970'CENTER OF A GRAVELED ROAD, 33 FEET NORTH OF THE NORTH EDGE OF
 LG0970'A HEDGE ROW, AND 5.5 FEET WEST OF A WITNESS POST.  IT PROJECTS
 LG0970'8 INCHES AND IS STAMPED MUDDY 1947.
 LG0970'
 LG0970'REFERENCE MARK NO. 1 IS 66 FEET SOUTHWEST OF THE CENTER OF A
 LG0970'LARGE CURVE IN STATE HIGHWAY NO. 50.  IT IS ABOUT 2 FEET LOWER
 LG0970'THAN THE STATION, PROJECTS 6 INCHES AND IS STAMPED MUDDY NO
 LG0970'1 1947.
 LG0970'
 LG0970'REFERENCE MARK NO. 2 IS 77 FEET SOUTHWEST OF THE CENTER OF A
 LG0970'LARGE CURVE IN STATE HIGHWAY NO. 50 AND 10 FEET NORTH OF THE
 LG0970'NORTH EDGE OF A HEDGE ROW.  IT PROJECTS 5 INCHES AND IS STAMPED
 LG0970'MUDDY NO 2 1947.
 LG0970'
 LG0970'AZIMUTH MARK IS 27.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO.
 LG0970'50 AND 1.5 FEET WEST OF A TELEPHONE POLE.  IT PROJECTS 7 INCHES
 LG0970'AND IS STAMPED MUDDY 1947.
 LG0970'
 LG0970'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 50
 LG0970'AND THE MAIN STREET IN COOK, GO NORTH ON STATE HIGHWAY NO. 50
 LG0970'FOR 1.8 MILES, TURN LEFT, WEST, AND CONTINUE ON STATE HIGHWAY NO.
 LG0970'50 FOR 1.0 MILE TO WHERE NO. 50 TURNS NORTH AND THE STATION AS
 LG0970'DESCRIBED.
 LG0970'
 LG0970'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 LG0970'HIGHWAY NO. 50 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LG0970'DESCRIBED.
 LG0970'
 LG0970'AN 87 FOOT SIGNAL AT WOERLEN 1934 IS VISIBLE AT 15 FEET.
 LG0970'
 LG0970'A 97 FOOT SIGNAL AT MANS IS VISIBLE AT 15 FEET.
 LG0970'
 LG0970'A 74 FOOT SIGNAL AT STERLING IS VISIBLE AT 50 FEET.
 LG0970'
 LG0970'A 10 FOOT SIGNAL AT PLEASANT HILL IS VISIBLE AT 15 FEET.
 LG0970'
 LG0970'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0970
 LG0970                          STATION RECOVERY (1961)
 LG0970
 LG0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0970'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LG0970'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO
 LG0970'THE AZIMUTH MARK MISSED THE 1947 DATA BY ABOUT 20 SECONDS.  THE
 LG0970'PLUMBING WAS CHECKED AFTER THE FIRST POSITION AND THE OBSERVATIONS
 LG0970'CONTINUED.  A SLIGHT DIFFERENCE IN THE MEASUREMENT TO REFERENCE
 LG0970'MARK 1 WAS FOUND.  THIS WAS DOUBLE CHECKED IN THE FIELD.
 LG0970'
 LG0970'DUE TO HIGHWAY CHANGES, THE COMPLETE DESCRIPTION FOLLOWS.
 LG0970'
 LG0970'LOCATED ABOUT 2 MILES NORTH-NORTHWEST OF COOK, 1 MILE NORTH OF
 LG0970'THE JOHNSON-OTOE COUNTY LINE AND ON THE RIGHT-OF-WAY OF STATE
 LG0970'HIGHWAY 50.
 LG0970'
 LG0970'REACHED FROM THE POST OFFICE IN COOK, GO WEST ON STATE SPUR 450
 LG0970'FOR 0.9 MILE TO A T-INTERSECTION, TURN RIGHT AND GO NORTH ON
 LG0970'STATE HIGHWAY 50 FOR 2.0 MILES TO A CROSSROAD AND THE STATION IN
 LG0970'THE NORTHEAST ANGLE.
 LG0970'
 LG0970'STATION MARK IS STANDARD DISK STAMPED MUDDY 1947, SET IN THE TOP
 LG0970'OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES.
 LG0970'IT IS 66 FEET NORTHEAST OF THE CENTER OF CROSSROAD, 73 FEET EAST
 LG0970'OF THE CENTER OF STATE HIGHWAY 50, 65 FEET NORTH OF THE CENTER OF
 LG0970'THE EAST-WEST GRAVEL ROAD AND 1 FOOT EAST OF A METAL WITNESS
 LG0970'POST WITH SIGN.
 LG0970'
 LG0970'REFERENCE MARK 1, A STANDARD DISK STAMPED MUDDY NO 1 1947, SET
 LG0970'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 LG0970'INCHES.  IT IS 83 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 50
 LG0970'AND 43 FEET EAST OF A RIGHT-OF-WAY POST.
 LG0970'
 LG0970'REFERENCE MARK 2, A STANDARD DISK STAMPED MUDDY NO 2 1947, SET
 LG0970'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 LG0970'INCHES.  IT IS 51 FEET NORTH OF THE CENTER OF THE EAST-WEST
 LG0970'GRAVEL ROAD.
 LG0970'
 LG0970'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL ROAD
 LG0970'FOR 0.3 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD DISK
 LG0970'STAMPED MUDDY 1947, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 LG0970'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 27 FEET SOUTH OF THE
 LG0970'CENTER OF THE EAST-WEST GRAVEL ROAD AND 1 FOOT SOUTH OF A METAL
 LG0970'WITNESS POST WITH SIGN.
 LG0970'
 LG0970'PICTURE POINT, OBJECT OBSERVED ON WAS THE CENTER OF CROSSROADS.
 LG0970
 LG0970                          STATION RECOVERY (1962)
 LG0970
 LG0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG0970'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0970'IN GOOD CONDITION.  STATE HIGHWAY 50 HAS BEEN CHANGED AND RUNS
 LG0970'NORTH AND SOUTH PASS THE STATION, SO THE STATION IS 72 FEET EAST
 LG0970'OF THE CENTER OF STATE HIGHWAY 50 WHICH IS A PAVED ROAD, NOW.  THE
 LG0970'OLD CURVE FOR THE HIGHWAY HAS BEEN ELIMINATED OR ABANDONED.  THE
 LG0970'HEDGE ROW HAS GROWN AND IT WOULD REQUIRE CONSIDERABLE CLEARING
 LG0970'TO SEE THE AZIMUTH MARK FROM THE STATION.  A NEW TO REACH
 LG0970'FOLLOWS.
 LG0970'
 LG0970'TO REACH THE STATION FROM THE SMALL TOWN OF COOK, GO WEST ON
 LG0970'STATE SPUR 450 FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 50.
 LG0970'TURN RIGHT AND GO NORTH FOR 2.0 MILES ON STATE HIGHWAY 50 TO
 LG0970'CROSSROADS AND THE STATION IN THE NORTHEAST ANGLE OF THE
 LG0970'INTERSECTION AS DESCRIBED.
 LG0970
 LG0970                          STATION RECOVERY (1974)
 LG0970
 LG0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LG0970'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LG0970'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION IS
 LG0970'ADEQUATE FOR RECOVERY WITH THE EXCEPTION THAT STATE SPUR 450 IS NOW
 LG0970'STATE SPUR 49A AND THE HEDGE ROW HAD BEEN CLEARED AND THE AZIMUTH
 LG0970'MARK IS NOW VISIBLE FROM THE TIPOD LEVEL AT THE STATION.  THE
 LG0970'ANGLE WAS OBSERVED THIS DATE BETWEEN THE AZIMUTH MARK AND THE COOK
 LG0970'RELAY TOWER 1961 FOR VERIFICATION OF THE POSITION OF THE RELAY
 LG0970'TOWER AND THE ANGLE COMPARED FAVORABLY WITH THE 1961 DATA.
 LG0970'
 LG0970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 LG0970'COOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0472 ***********************************************************************
 NO0472  DESIGNATION -  MULLEN
 NO0472  PID         -  NO0472
 NO0472  STATE/COUNTY-  NE/HOOKER
 NO0472  USGS QUAD   -  MULLEN (1988)
 NO0472
 NO0472                         *CURRENT SURVEY CONTROL
 NO0472  ___________________________________________________________________
 NO0472* NAD 83(1995)-  42 00 15.32009(N)    101 06 23.67019(W)     ADJUSTED  
 NO0472* NAVD 88     -      1093.68   (+/-2cm)    3588.2    (feet)  VERTCON   
 NO0472  ___________________________________________________________________
 NO0472  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 NO0472  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 NO0472
 NO0472  HORZ ORDER  -  FIRST
 NO0472  VERT ORDER  -  THIRD ? (See Below)
 NO0472
 NO0472.The horizontal coordinates were established by classical geodetic methods
 NO0472.and adjusted by the National Geodetic Survey in August 1997..
 NO0472
 NO0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0472.The vertical order pertains to the NGVD 29 superseded value.
 NO0472
 NO0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0472
 NO0472.The geoid height was determined by GEOID03.
 NO0472
 NO0472;                    North         East     Units Scale Factor Converg.
 NO0472;SPC NE       -   241,617.009   408,355.860   MT  0.99969637   -0 43 60.0
 NO0472;UTM  14      - 4,652,395.340   325,545.914   MT  0.99997450   -1 24 36.2
 NO0472
 NO0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0472!SPC NE       -   0.99983171  x   0.99969637  =   0.99952813
 NO0472!UTM  14      -   0.99983171  x   0.99997450  =   0.99980621
 NO0472
 NO0472|---------------------------------------------------------------------|
 NO0472| PID    Reference Object                     Distance      Geod. Az  |
 NO0472|                                                           dddmmss.s |
 NO0472| NO0471 LELACHEUR                                          00057     |
 NO0472| CU8911 MULLEN MUNICIPAL TANK                              04817     |
 NO0472| CQ3573 MULLEN RM 1                          31.846 METERS 09251     |
 NO0472| CQ3572 MULLEN AZ MK                                       2900251.4 |
 NO0472| CQ3574 MULLEN RM 2                          43.468 METERS 32619     |
 NO0472|---------------------------------------------------------------------|
 NO0472
 NO0472                          SUPERSEDED SURVEY CONTROL
 NO0472
 NO0472  NAD 83(1986)-  42 00 15.32008(N)    101 06 23.67578(W) AD(       ) 1
 NO0472  NAD 27      -  42 00 15.33100(N)    101 06 22.09200(W) AD(       ) 1
 NO0472  NGVD 29 (07/19/86) 1093.34   (m)         3587.1    (f) LEVELING    3  
 NO0472
 NO0472.Superseded values are not recommended for survey control.
 NO0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0472.See file dsdata.txt to determine how the superseded data were derived.
 NO0472
 NO0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM2554652395(NAD 83)
 NO0472_MARKER: DS = TRIANGULATION STATION DISK
 NO0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0472
 NO0472  HISTORY     - Date     Condition        Report By
 NO0472  HISTORY     - 1933     MONUMENTED       CGS
 NO0472  HISTORY     - 1946     GOOD             CGS
 NO0472  HISTORY     - 1979     GOOD             NGS
 NO0472
 NO0472                          STATION DESCRIPTION
 NO0472
 NO0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 NO0472'ABOUT 5 MILES SOUTHWEST OF MULLEN ON A HIGH PROMINENT SAND HILL
 NO0472'IN SEC. 35, T. 24 N., R. 33 W. LAND OWNERSHIP NOT ASCERTAINED.
 NO0472'
 NO0472'REACHED FROM MULLEN BY FOLLOWING STATE HIGHWAY 2 WEST FROM
 NO0472'JUNCTION WITH G.P. HIGHWAY 1.15 MILES TO A ROAD LEADING SOUTHWEST
 NO0472'THROUGH AUTO-GATE OPPOSITE A RAILROAD BLOCK SIGNAL.  FOLLOW THIS
 NO0472'TRAIL SOUTHWEST 1.1 MILES TO FORKS, KEEP RIGHT HAND FORK 2.35
 NO0472'MILES TO WHERE A DIM TRAIL TURNS SHARPLY TO EAST.  LEAVE ROAD
 NO0472'HERE AND DRIVE SOUTH ACROSS PASTURE 200 YARDS TO BASE OF LONG
 NO0472'RIDGE SLOPING DOWN TO NORTHWEST, THENCE BEAR LEFT UP BENCH
 NO0472'ALONG BASE OF THIS RIDGE, KEEPING TO RIGHT OF DEEP RAVINE,
 NO0472'THENCE STRAIGHT AHEAD, SOUTHEAST, THROUGH VALLEY TO POINT
 NO0472'0.6 MILE FROM ROAD, THENCE TURN EAST UP RIDGE 200 YARDS TO
 NO0472'STATION.
 NO0472'
 NO0472'REFERENCE MARK NO. 1 IS EAST OF STATION.
 NO0472'
 NO0472'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION AND AZIMUTH
 NO0472'MARK IS NORTHWEST OF STATION ON NORTH SLOPE OF FIRST PROMINENT
 NO0472'HILL TO WEST OF STATION.
 NO0472'
 NO0472'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE ON SAME HILL
 NO0472'AS STATION.
 NO0472'
 NO0472'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.22 METERS.
 NO0472
 NO0472                          STATION RECOVERY (1946)
 NO0472
 NO0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0472'STATION RECOVERED AND FOUND AS DESCRIBED.  THERE ARE SLIGHT
 NO0472'DIFFERENCES IN THE 1946 DISTANCES AND DIRECTIONS OBSERVED TO
 NO0472'BOTH REFERENCE MARKS AND THE AZIMUTH MARK AS COMPARED WITH THE
 NO0472'1933 OBSERVATIONS.  ALL MARKS ARE IN GOOD CONDITION AND DO NOT
 NO0472'APPEAR TO HAVE MOVED HOWEVER THEY COULD HAVE MOVED SLIGHTLY
 NO0472'DUE TO THE LOOSE SANDY SOIL.  THE 1946 OBSERVATIONS WERE
 NO0472'CAREFULLY MADE AND ASSUMED TO BE CORRECT.  DESCRIPTION
 NO0472'FOLLOWS--
 NO0472'
 NO0472'LOCATED ABOUT 5 MILES SOUTHWEST OF MULLEN AND 9 FEET NORTHWEST
 NO0472'OF A REFERENCE POST ON THE HIGHEST POINT OF A PROMINENT SAND
 NO0472'HILL.  IT IS STAMPED MULLEN 1933 AND PROJECTS 12 INCHES.
 NO0472'
 NO0472'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION.
 NO0472'IT IS STAMPED MULLEN NO 1 1933 AND PROJECTS 14 INCHES.
 NO0472'
 NO0472'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NO0472'IT IS STAMPED MULLEN NO 2 1933 AND PROJECTS 14 INCHES.
 NO0472'
 NO0472'THE AZIMUTH MARK IS A REFERENCE MARK DISK STAMPED MULLEN AZIMUTH
 NO0472'1933.  IT IS LOCATED ON THE NORTH SLOPE OF THE FIRST PROMINENT
 NO0472'HILL TO THE WEST OF THE STATION.  IT PROJECTS 10 INCHES.
 NO0472'
 NO0472'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 83
 NO0472'AND STATE HIGHWAY NO. 2 IN MULLEN, GO WEST ON STATE HIGHWAY NO.
 NO0472'2 FOR 1.15 MILES.  THEN LEFT (SOUTHWEST) ON A TRACK ROAD THROUGH
 NO0472'A CATTLE GUARD FOR 1.75 MILES.  THEN LEFT FORK, WEST AND SOUTH,
 NO0472'FOR 2.05 MILES TO WHERE THE ROAD TURNS RIGHT AT A FENCE CORNER.
 NO0472'TURN RIGHT, WEST, FOR 0.1 MILE.  THEN LEAVE THE ROAD, TURN LEFT,
 NO0472'(SOUTH) ACROSS COUNTRY TO THE HIGHEST POINT AND THE STATION.
 NO0472'
 NO0472'DISTANCES AND DIRECTIONS TAKEN IN 1946--
 NO0472
 NO0472                          STATION RECOVERY (1979)
 NO0472
 NO0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NO0472'UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 NO0472'WERE RECOVERED IN GOOD CONDITION.  SURFACE STATION MARK HAD BEEN
 NO0472'DESTROYED.  A NEW SURFACE MARK WAS ESTABLISHED DIRECTLY OVER THE
 NO0472'UNDERGROUND MARK.  THE DIRECTION FROM THE AZIMUTH MARK TO REFERENCE
 NO0472'MARK 1 DIFFERED FROM THE 1946 DATA BY 41 SECONDS LARGER AND FROM THE
 NO0472'1933 DATA BY 1 MINUTE, 05 SECONDS LARGER AND TO REFERENCE MARK 2
 NO0472'DIFFERED FROM THE 1946 DATA BY 3 MINUTES, 03 SECONDS LARGER AND FROM
 NO0472'1933 DATA BY 01 SECOND LARGER.  THE DIRECTION TO THE MULLEN MUN TANK
 NO0472'DIFFERED FROM THE 1946 DATA BY 12.2 SECONDS LARGER AND FROM THE 1933
 NO0472'DATA BY 1.7 SECONDS SMALLER.  THE DISTANCE TO REFERENCE MARK 1 WAS
 NO0472'0.19 FOOT SHORTER THAN 1946 DATA AND 0.02 FOOT SHORTER THAN 1933
 NO0472'DATA.  DISTANCE TO REFERENCE MARK 2 DIFFERED FROM 1946 DATA BY 0.02
 NO0472'FOOT LONGER AND FROM 1933 DATA BY 1.49 FEET SHORTER.  THE OLD ROUTING
 NO0472'IS NO LONGER ADEQUATE.  A NEW DESCRIPTION FOLLOWS.
 NO0472'
 NO0472'STATION IS ABOUT 4 MILES SOUTHWEST OF MULLEN, 3 MILES SOUTH OF STATE
 NO0472'HIGHWAY 2, 3 MILES WEST OF STATE HIGHWAY 97, ON A HIGH PROMINENT HILL,
 NO0472'LOCALLY KNOWN AS SANFORD HILL, IN SEC 35, T24N, R33W AND ON PROPERTY
 NO0472'OWNED BY FRED MAIRE OF GLADITH STAR ROUTE, MULLEN, NEBRASKA,
 NO0472'TELEPHONE 546-2694.  TO DRIVE TO THE STATION, PROPERTY OF STEVE MARTIN
 NO0472'OF STAR ROUTE, MULLEN, NEBRASKA, TELEPHONE 546-2427, MUST BE CROSSED.
 NO0472'
 NO0472'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 97, IN
 NO0472'MULLEN, GO SOUTH ON HIGHWAY 97 FOR 3.1 MILES TO A PAVED SIDE ROAD
 NO0472'RIGHT.  TURN RIGHT AND GO WEST ON THE PAVED ROAD FOR 3.25 MILES TO A
 NO0472'GATE AND WINDMILL ON THE RIGHT.  STATION MAY BE WALKED TO FROM THIS
 NO0472'POINT BY PACKING NORTH FOR ABOUT 1/4 MILE TO THE HIGHEST POINT AND THE
 NO0472'STATION.  TO DRIVE TO THE STATION, CONTINUE WEST FOR 0.25 MILE TO A
 NO0472'BLADED ROAD RIGHT, AT THE SOUTH EDGE OF A SHARP CURVE IN THE
 NO0472'ROAD.  TURN RIGHT AND CONTINUE WEST ON THE BLADED ROAD FOR 2.45 MILES
 NO0472'TO A TRACK ROAD RIGHT, TURN RIGHT AND GO NORTHERLY ON THE TRACK ROAD,
 NO0472'THROUGH PASTURE, FOR 0.95 MILE TO A GATE ON THE RIGHT IN A NORTH-SOUTH
 NO0472'FENCE AND A CULTIVATED FIELD.  TURN RIGHT AND GO EAST FOR 0.1 MILE,
 NO0472'THEN BEAR RIGHT AND GO SOUTH AND EAST, AROUND THE CULTIVATED FIELD,
 NO0472'FOR 0.3 MILE TO A GATE IN AN EAST-WEST FENCE.  TURN RIGHT, THEN LEFT,
 NO0472'PASSING THROUGH THE GATE, AND CONTINUE EASTERLY ON A TRACK ROAD,
 NO0472'THROUGH PASTURE, FOR 0.2 MILE TO A WINDMILL.  CONTINUE EASTERLY,
 NO0472'FOLLOWING TO TRACK ROAD ALONG THE SOUTH SIDE OF THE FENCE, FOR 0.9
 NO0472'MILE TO A GATE AT A FENCE JUNCTION, PASS THROUGH THE GATE AND CONTINUE
 NO0472'EAST ALONG THE FENCE FOR 0.4 MILE TO ANOTHER WINDMILL.  CONTINUE EAST
 NO0472'ALONG THE TRACK ROAD AND FENCE FOR 0.3 MILE TO A GATE ON THE
 NO0472'LEFT.  TURN LEFT, THEN RIGHT, PASSING THROUGH THE GATE AND CONTINUE
 NO0472'EAST ALONG THE NORTH SIDE OF THE FENCE FOR 0.45 MILE TO THE JUNCTION
 NO0472'OF A FENCE LEADING SOUTH.  AT THIS POINT BEAR RIGHT AND GO SOUTHEAST,
 NO0472'ACROSS ROUGH, VERY SANDY GROUND, WORKING THE WAY UPHILL TO THE HIGHEST
 NO0472'POINT AND THE STATION IN A SLIGHT DEPRESSION.
 NO0472'
 NO0472'NOTE--IF THE STATION IS PACKED TO FROM THE POINT MENTIONED IN THE
 NO0472'ROUTING, THE PROPERTY OF THE HARDING RANCH MUST BE CROSSED.  THE RANCH
 NO0472'HEADQUARTERS IS 1 MILE EAST OF THIS POINT ALONG THE PAVED ROAD.
 NO0472'
 NO0472'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK WESTERLY, DOWN THE
 NO0472'STEEP HILL, THEN UP THE OTHER SIDE TO THE MARK ON THE NEAR, NORTHERN
 NO0472'SLOPE OF THE HILL.  THE MARK IS DIFFICULT TO FIND.
 NO0472'
 NO0472'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---MULLEN 1933
 NO0472'1979---SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 4
 NO0472'INCHES ABOVE THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK,
 NO0472'STAMPED---MULLEN 1933---SET IN AN IRREGULAR MASS OF CONCRETE 36
 NO0472'INCHES BELOW THE GROUND SURFACE.
 NO0472'
 NO0472'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---MULLEN NO. 1 1933---
 NO0472'SET IN CEMENT IN AN IRON PIPE THAT PROJECTS 12 INCHES ABOVE THE GROUND
 NO0472'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 NO0472'
 NO0472'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---MULLEN NO. 2 1933---
 NO0472'SET IN CEMENT IN AN IRON PIPE THAT PROJECTS 10 INCHES ABOVE THE
 NO0472'GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 NO0472'
 NO0472'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---MULLEN
 NO0472'1933---SET IN CEMENT IN AN IRON PIPE THAT PROJECTS 10 INCHES ABOVE
 NO0472'THE GROUND.
 NO0472'
 NO0472'THERE ARE NO NATURAL OBJECTS TO REFERENCE THE MARKS TO.  WITNESS
 NO0472'POSTS WERE NOT SET BECAUSE OF POSSIBLE INJURY TO CATTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0148 ***********************************************************************
 NP0148  DESIGNATION -  MUNDT
 NP0148  PID         -  NP0148
 NP0148  STATE/COUNTY-  NE/BOX BUTTE
 NP0148  USGS QUAD   -  BEREA CREEK WEST (1948)
 NP0148
 NP0148                         *CURRENT SURVEY CONTROL
 NP0148  ___________________________________________________________________
 NP0148* NAD 83(1995)-  42 11 26.84444(N)    102 58 14.05145(W)     ADJUSTED  
 NP0148* NAVD 88     -      1258.813  (meters)    4129.96   (feet)  ADJUSTED  
 NP0148  ___________________________________________________________________
 NP0148  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 NP0148  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 NP0148  DYNAMIC HT  -        1258.078 (meters)    4127.54  (feet)  COMP
 NP0148  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 NP0148
 NP0148  HORZ ORDER  -  SECOND
 NP0148  VERT ORDER  -  FIRST     CLASS II
 NP0148
 NP0148.The horizontal coordinates were established by classical geodetic methods
 NP0148.and adjusted by the National Geodetic Survey in August 1997..
 NP0148
 NP0148.The orthometric height was determined by differential leveling
 NP0148.and adjusted by the National Geodetic Survey in June 1991..
 NP0148
 NP0148.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0148
 NP0148.The geoid height was determined by GEOID03.
 NP0148
 NP0148.The dynamic height is computed by dividing the NAVD 88
 NP0148.geopotential number by the normal gravity value computed on the
 NP0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0148.degrees latitude (g = 980.6199 gals.).
 NP0148
 NP0148.The modeled gravity was interpolated from observed gravity values.
 NP0148
 NP0148;                    North         East     Units Scale Factor Converg.
 NP0148;SPC NE       -   265,957.752   254,737.087   MT  0.99973001   -1 58 06.9
 NP0148;UTM  13      - 4,672,953.365   667,573.079   MT  0.99994552   +1 21 47.8
 NP0148
 NP0148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0148!SPC NE       -   0.99980551  x   0.99973001  =   0.99953557
 NP0148!UTM  13      -   0.99980551  x   0.99994552  =   0.99975104
 NP0148
 NP0148|---------------------------------------------------------------------|
 NP0148| PID    Reference Object                     Distance      Geod. Az  |
 NP0148|                                                           dddmmss.s |
 NP0148| NP0150 MUNDT RM 1                           12.741 METERS 04312     |
 NP0148| NP0147 MUNDT AZ MK                                        0893941.0 |
 NP0148| NP0650 ALLIANCE MUNICIPAL TANK             APPROX.12.1 KM 1402517.9 |
 NP0148| NP0149 MUNDT RM 2                            9.412 METERS 26920     |
 NP0148| NP0651 BEREA DEAVER ELEVATOR CO ELEV       APPROX. 2.6 KM 3473458.2 |
 NP0148|---------------------------------------------------------------------|
 NP0148
 NP0148                          SUPERSEDED SURVEY CONTROL
 NP0148
 NP0148  NAD 83(1995)-  42 11 26.84416(N)    102 58 14.05137(W) AD(       ) 2
 NP0148  NAD 83(1986)-  42 11 26.84188(N)    102 58 14.04920(W) AD(       ) 2
 NP0148  NAD 27      -  42 11 26.97500(N)    102 58 12.32500(W) AD(       ) 2
 NP0148  NGVD 29 (??/??/92) 1258.212  (m)         4127.98   (f) ADJ UNCH    1 2
 NP0148
 NP0148.Superseded values are not recommended for survey control.
 NP0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0148.See file dsdata.txt to determine how the superseded data were derived.
 NP0148
 NP0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG6757372953(NAD 83)
 NP0148_MARKER: DS = TRIANGULATION STATION DISK
 NP0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0148_SP_SET: CONCRETE POST
 NP0148_STAMPING: MUNDT 1946
 NP0148_MARK LOGO: CGS   
 NP0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0148+STABILITY: SURFACE MOTION
 NP0148
 NP0148  HISTORY     - Date     Condition        Report By
 NP0148  HISTORY     - 1946     MONUMENTED       CGS
 NP0148  HISTORY     - 1956     GOOD             CGS
 NP0148  HISTORY     - 1956     GOOD             NGS
 NP0148  HISTORY     - 1985     GOOD             NGS
 NP0148
 NP0148                          STATION DESCRIPTION
 NP0148
 NP0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0148'IT IS ABOUT 8 MILES, AIRLINE, NORTHWEST OF ALLIANCE, 1.5 MILE
 NP0148'SOUTH-SOUTHEAST OF BEREA, IN THE 1/4 OF SEC. 30, T 26 N, R 48
 NP0148'W, AND AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 37
 NP0148'FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 17 FEET WEST
 NP0148'OF THE CENTER OF A TRACK ROAD.  IT PROJECTS 2 INCHES AND
 NP0148'IS STAMPED MUNDT 1946.
 NP0148'
 NP0148'REFERENCE MARK NO. 1 IS 68 FEET SOUTH OF THE CENTER OF A
 NP0148'GRAVELED ROAD, 13 FEET EAST OF THE CENTER OF A TRACK ROAD
 NP0148'AND 6 INCHES WEST OF A FENCE LINE.  IT PROJECTS 3 INCHES
 NP0148'AND IS STAMPED MUNDT NO 1 1946.
 NP0148'
 NP0148'REFERENCE MARK NO. 2 IS 36 FEET NORTH OF THE CENTER OF A
 NP0148'GRAVELED ROAD AND AT THE SOUTH EDGE OF A CULTIVATED FIELD.  IT
 NP0148'PROJECTS 4 INCHES AND IS STAMPED MUNDT NO 2 1946.
 NP0148'
 NP0148'AZIMUTH MARK IS ON THE HIGHWAY RIGHT-OF-WAY BETWEEN THE
 NP0148'RAILROAD AND STATE HIGHWAY NO. 2, 92 FEET NORTHEAST OF THE
 NP0148'CENTER OF INTERSECTION OF CROSSROAD, 41 FEET EAST OF THE
 NP0148'CENTERLINE OF STATE HIGHWAY NO. 2, AND 9 FEET SOUTHEAST OF
 NP0148'A TELEPHONE POLE.  IT PROJECTS 6 INCHES AND IS STAMPED MUNDT
 NP0148'1946.
 NP0148'
 NP0148'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 19 AND NO. 2,
 NP0148'WHICH IS 1.5 MILES WEST OF THE BUSINESS DISTRICT OF ALLIANCE,
 NP0148'GO NORTHWEST ON STATE HIGHWAY NO. 2 FOR 7.5 MILES TO A CROSSROAD,
 NP0148'TURN LEFT, WEST, AND GO 0.55 MILE TO A FARM ROAD RIGHT AND
 NP0148'THE STATION AS DESCRIBED.
 NP0148'
 NP0148'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 NP0148'ROAD FOR 0.55 MILE TO STATE HIGHWAY NO. 2 AND THE AZIMUTH
 NP0148'MARK AS DESCRIBED.
 NP0148
 NP0148                          STATION RECOVERY (1956)
 NP0148
 NP0148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NP0148'8.35 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0148'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.55 MILE WEST
 NP0148'ALONG A GRAVELED ROAD, 36 FEET NORTH OF THE CENTER LINE OF
 NP0148'AN EAST AND WEST ROAD, 31.5 FEET WEST OF A FENCE CORNER,
 NP0148'18 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH,
 NP0148'2 FEET SOUTH OF A WITNESS POST, IN THE SOUTHWEST 1/4 OF SECTION
 NP0148'30, TOWNSHIP 26 NORTH, RANGE 48 WEST, IN THE SOUTHEAST CORNER
 NP0148'OF A CULTIVATED FIELD, A TRIANGULATION STATION DISK SET IN
 NP0148'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 NP0148'STAMPED MUNDT 1946.
 NP0148'
 NP0148'MUNDT R.M. 1 IS 41.8 FEET NORTHEAST OF TRIANGULATION STATION
 NP0148'MUNDT 1946, 69 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 NP0148'WEST ROAD, 14 FEET EAST OF THE CENTER LINE OF A PRIVATE
 NP0148'ROAD LEADING NORTH, 0.6 FOOT WEST OF A FENCE, A REFERENCE
 NP0148'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 NP0148'THE GROUND, STAMPED MUNDT NO 1 1946.
 NP0148'
 NP0148'MUNDT R.M. 2 IS 30.8 FEET WEST OF TRIANGULATION STATION
 NP0148'MUNDT 1946, 35 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 NP0148'WEST ROAD, 49 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD
 NP0148'LEADING NORTH, A REFERENCE MARK DISK SET IN THE TOP OF A
 NP0148'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED MUNDT
 NP0148'NO 2 1946.
 NP0148'
 NP0148'MUNDT 1946 AZIMUTH IS 0.55 MILE EAST OF TRIANGULATION STATION
 NP0148'MUNDT 1946.
 NP0148'
 NP0148'47.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE CHICAGO,
 NP0148'BURLINGTON AND QUINCY RAILROAD, 10-1/2 POLES SOUTHEAST OF
 NP0148'MILEPOST 374, 91 FEET NORTH OF THE INTERSECTION OF THE CENTER
 NP0148'LINES OF STATE HIGHWAY 2 AND AN EAST AND WEST ROAD, 40 FEET
 NP0148'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTHEAST
 NP0148'OF A WITNESS POST, IN THE SOUTHWEST 1/4 OF SECTION 29, TOWNSHIP
 NP0148'26 NORTH, RANGE 48 WEST, AN AZIMUTH MARK DISK SET IN THE
 NP0148'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 NP0148'GROUND, STAMPED MUNDT 1946.
 NP0148
 NP0148                          STATION RECOVERY (1956)
 NP0148
 NP0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 NP0148'8.9 MI NW FROM ALLIANCE.
 NP0148'8.35 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0148'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.55 MILE WEST
 NP0148'ALONG A GRAVELED ROAD, 36 FEET NORTH OF THE CENTER LINE OF AN
 NP0148'EAST AND WEST ROAD, 31.5 FEET WEST OF A FENCE CORNER, 18 FEET
 NP0148'WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 2 FEET
 NP0148'SOUTH OF A WITNESS POST, IN THE SOUTHEAST CORNER OF A CULTIVATED
 NP0148'FIELD, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 NP0148'GROUND, IN THE SOUTHWEST 1/4 OF SECTION 30, TOWNSHIP 26 NORTH,
 NP0148'RANGE 48 WEST.
 NP0148
 NP0148                          STATION RECOVERY (1985)
 NP0148
 NP0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0147 ***********************************************************************
 NP0147  DESIGNATION -  MUNDT AZ MK
 NP0147  PID         -  NP0147
 NP0147  STATE/COUNTY-  NE/BOX BUTTE
 NP0147  USGS QUAD   -  BEREA CREEK WEST (1948)
 NP0147
 NP0147                         *CURRENT SURVEY CONTROL
 NP0147  ___________________________________________________________________
 NP0147* NAD 83(1986)-  42 11 27.     (N)    102 57 34.     (W)     SCALED    
 NP0147* NAVD 88     -      1252.484  (meters)    4109.19   (feet)  ADJUSTED  
 NP0147  ___________________________________________________________________
 NP0147  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 NP0147  DYNAMIC HT  -        1251.754 (meters)    4106.80  (feet)  COMP
 NP0147  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 NP0147
 NP0147  VERT ORDER  -  FIRST     CLASS II
 NP0147
 NP0147.The horizontal coordinates were scaled from a topographic map and have
 NP0147.an estimated accuracy of +/- 6 seconds.
 NP0147
 NP0147.The orthometric height was determined by differential leveling
 NP0147.and adjusted by the National Geodetic Survey in June 1991..
 NP0147
 NP0147.The geoid height was determined by GEOID03.
 NP0147
 NP0147.The dynamic height is computed by dividing the NAVD 88
 NP0147.geopotential number by the normal gravity value computed on the
 NP0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0147.degrees latitude (g = 980.6199 gals.).
 NP0147
 NP0147.The modeled gravity was interpolated from observed gravity values.
 NP0147
 NP0147;                    North         East    Units  Estimated Accuracy
 NP0147;SPC NE       -   265,930.      255,660.      MT  (+/- 180 meters Scaled)
 NP0147
 NP0147                          SUPERSEDED SURVEY CONTROL
 NP0147
 NP0147  NGVD 29 (??/??/92) 1251.884  (m)         4107.22   (f) ADJ UNCH    1 2
 NP0147
 NP0147.Superseded values are not recommended for survey control.
 NP0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0147.See file dsdata.txt to determine how the superseded data were derived.
 NP0147
 NP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG684729(NAD 83)
 NP0147_MARKER: DZ = AZIMUTH MARK DISK
 NP0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0147_SP_SET: CONCRETE POST
 NP0147_STAMPING: MUNDT 1946
 NP0147_MARK LOGO: CGS   
 NP0147_PROJECTION: PROJECTING 4 CENTIMETERS
 NP0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0147+STABILITY: SURFACE MOTION
 NP0147
 NP0147  HISTORY     - Date     Condition        Report By
 NP0147  HISTORY     - 1946     MONUMENTED       CGS
 NP0147  HISTORY     - 1956     GOOD             NGS
 NP0147  HISTORY     - 1985     GOOD             NGS
 NP0147
 NP0147                          STATION DESCRIPTION
 NP0147
 NP0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0147'8.4 MI NW FROM ALLIANCE.
 NP0147'8.35 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0147'RAILROAD FROM THE STATION AT ALLIANCE, 10 1/2 POLES SOUTHEAST
 NP0147'OF MILEPOST 374, 91 FEET NORTH OF THE INTERSECTION OF THE CENTER
 NP0147'LINES OF STATE HIGHWAY 2 AND AND EAST AND WEST ROAD, 40 FEET
 NP0147'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47.3 FEET SOUTHWEST
 NP0147'OF THE SOUTHWEST RAIL, 1.5 FEET SOUTHEAST OF A WITNESS POST,
 NP0147'0.55 MILE EAST OF TRIANGULATION STATION MUNDT 1946, SET IN THE
 NP0147'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 NP0147'IN THE SOUTHWEST 1/4 OF SECTION 29, TOWNSHIP 26 NORTH, RANGE
 NP0147'48 WEST.
 NP0147
 NP0147                          STATION RECOVERY (1985)
 NP0147
 NP0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0147'RECOVERED IN GOOD CONDITION NEW DESCRIPTION FOLLOWS, 13.44 KM
 NP0147'(8.35 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 NP0147'STATION AT ALLIANCE, AT A DIRT ROAD CROSSING, 10 1/2 POLES SOUTHEAST
 NP0147'OF MILEPOLE 374, 18.29 METERS (60 FT) NORTHEAST OF THE HIGHWAY
 NP0147'CENTERLINE, 32.93 METERS (108 FT) NORTHWEST OF THE CENTER OF THE DIRT
 NP0147'ROAD, 14.54 METERS (47.7 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND
 NP0147'1.10 METERS (3.6 FT) SOUTHEAST OF THE EAST CORNER OF A TELEPHONE
 NP0147'JUNCTION BOX.
 NP0147'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 NP0147'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0150 ***********************************************************************
 NP0150  DESIGNATION -  MUNDT RM 1
 NP0150  PID         -  NP0150
 NP0150  STATE/COUNTY-  NE/BOX BUTTE
 NP0150  USGS QUAD   -  BEREA CREEK WEST (1948)
 NP0150
 NP0150                         *CURRENT SURVEY CONTROL
 NP0150  ___________________________________________________________________
 NP0150* NAD 83(1986)-  42 11 26.     (N)    102 58 14.     (W)     SCALED    
 NP0150* NAVD 88     -      1258.962  (meters)    4130.44   (feet)  ADJUSTED  
 NP0150  ___________________________________________________________________
 NP0150  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 NP0150  DYNAMIC HT  -        1258.227 (meters)    4128.03  (feet)  COMP
 NP0150  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 NP0150
 NP0150  VERT ORDER  -  FIRST     CLASS II
 NP0150
 NP0150.The horizontal coordinates were scaled from a topographic map and have
 NP0150.an estimated accuracy of +/- 6 seconds.
 NP0150
 NP0150.The orthometric height was determined by differential leveling
 NP0150.and adjusted by the National Geodetic Survey in June 1991..
 NP0150
 NP0150.The geoid height was determined by GEOID03.
 NP0150
 NP0150.The dynamic height is computed by dividing the NAVD 88
 NP0150.geopotential number by the normal gravity value computed on the
 NP0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0150.degrees latitude (g = 980.6199 gals.).
 NP0150
 NP0150.The modeled gravity was interpolated from observed gravity values.
 NP0150
 NP0150;                    North         East    Units  Estimated Accuracy
 NP0150;SPC NE       -   265,930.      254,740.      MT  (+/- 180 meters Scaled)
 NP0150
 NP0150                          SUPERSEDED SURVEY CONTROL
 NP0150
 NP0150  NGVD 29 (??/??/92) 1258.361  (m)         4128.47   (f) ADJ UNCH    1 2
 NP0150
 NP0150.Superseded values are not recommended for survey control.
 NP0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0150.See file dsdata.txt to determine how the superseded data were derived.
 NP0150
 NP0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG675729(NAD 83)
 NP0150_MARKER: DR = REFERENCE MARK DISK
 NP0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0150_STAMPING: MUNDT NO 1 1946
 NP0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0150+STABILITY: SURFACE MOTION
 NP0150
 NP0150  HISTORY     - Date     Condition        Report By
 NP0150  HISTORY     - 1946     MONUMENTED       CGS
 NP0150  HISTORY     - 1956     GOOD             NGS
 NP0150  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0150
 NP0150                          STATION DESCRIPTION
 NP0150
 NP0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0150'8.9 MI NW FROM ALLIANCE.
 NP0150'8.35 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0150'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.55 MILE WEST
 NP0150'ALONG A GRAVELED ROAD, 69 FEET NORTH OF THE CENTER LINE OF AN EAST
 NP0150'AND WEST ROAD, 41.8 FEET NORTHEAST OF TRIANGULATION STATION
 NP0150'MUNDT 1946, 14 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD
 NP0150'LEADING NORTH, 0.6 FOOT WEST OF A FENCE, SET IN THE TOP OF A
 NP0150'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE SOUTHWEST
 NP0150'1/4 OF SECTION 30, TOWNSHIP 26 NORTH, RANGE 48 WEST.
 NP0150
 NP0150                          STATION RECOVERY (1985)
 NP0150
 NP0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0150'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0149 ***********************************************************************
 NP0149  DESIGNATION -  MUNDT RM 2
 NP0149  PID         -  NP0149
 NP0149  STATE/COUNTY-  NE/BOX BUTTE
 NP0149  USGS QUAD   -  BEREA CREEK WEST (1948)
 NP0149
 NP0149                         *CURRENT SURVEY CONTROL
 NP0149  ___________________________________________________________________
 NP0149* NAD 83(1986)-  42 11 26.     (N)    102 58 14.     (W)     SCALED    
 NP0149* NAVD 88     -      1258.595  (meters)    4129.24   (feet)  ADJUSTED  
 NP0149  ___________________________________________________________________
 NP0149  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 NP0149  DYNAMIC HT  -        1257.861 (meters)    4126.83  (feet)  COMP
 NP0149  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 NP0149
 NP0149  VERT ORDER  -  FIRST     CLASS II
 NP0149
 NP0149.The horizontal coordinates were scaled from a topographic map and have
 NP0149.an estimated accuracy of +/- 6 seconds.
 NP0149
 NP0149.The orthometric height was determined by differential leveling
 NP0149.and adjusted by the National Geodetic Survey in June 1991..
 NP0149
 NP0149.The geoid height was determined by GEOID03.
 NP0149
 NP0149.The dynamic height is computed by dividing the NAVD 88
 NP0149.geopotential number by the normal gravity value computed on the
 NP0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0149.degrees latitude (g = 980.6199 gals.).
 NP0149
 NP0149.The modeled gravity was interpolated from observed gravity values.
 NP0149
 NP0149;                    North         East    Units  Estimated Accuracy
 NP0149;SPC NE       -   265,930.      254,740.      MT  (+/- 180 meters Scaled)
 NP0149
 NP0149                          SUPERSEDED SURVEY CONTROL
 NP0149
 NP0149  NGVD 29 (??/??/92) 1257.994  (m)         4127.27   (f) ADJ UNCH    1 2
 NP0149
 NP0149.Superseded values are not recommended for survey control.
 NP0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0149.See file dsdata.txt to determine how the superseded data were derived.
 NP0149
 NP0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG675729(NAD 83)
 NP0149_MARKER: DR = REFERENCE MARK DISK
 NP0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0149_STAMPING: MUNDT NO 2 1946
 NP0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0149+STABILITY: SURFACE MOTION
 NP0149
 NP0149  HISTORY     - Date     Condition        Report By
 NP0149  HISTORY     - 1946     MONUMENTED       CGS
 NP0149  HISTORY     - 1956     GOOD             NGS
 NP0149  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0149
 NP0149                          STATION DESCRIPTION
 NP0149
 NP0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0149'8.9 MI NW FROM ALLIANCE.
 NP0149'8.35 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0149'RAILROAD FROM THE STATION AT ALLIANCE, THENCE 0.55 MILE WEST
 NP0149'ALONG A GRAVELED ROAD, 35 FEET NORTH OF THE CENTER LINE OF AN
 NP0149'EAST AND WEST ROAD, 49 FEET WEST OF THE CENTER LINE OF A PRIVATE
 NP0149'ROAD LEADING NORTH, 30.8 FEET WEST OF TRIANGULATION STATION
 NP0149'MUNDT 1946, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 NP0149'WITH THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 30, TOWNSHIP
 NP0149'26 NORTH, RANGE 48 WEST.
 NP0149
 NP0149                          STATION RECOVERY (1985)
 NP0149
 NP0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0149'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0374 ***********************************************************************
 MM0374  DESIGNATION -  MUNSON
 MM0374  PID         -  MM0374
 MM0374  STATE/COUNTY-  NE/LINCOLN
 MM0374  USGS QUAD   -  BRADY NE (1972)
 MM0374
 MM0374                         *CURRENT SURVEY CONTROL
 MM0374  ___________________________________________________________________
 MM0374* NAD 83(1995)-  41 11 24.60569(N)    100 15 23.19417(W)     ADJUSTED  
 MM0374* NAVD 88     -       917.     (meters)    3009.     (feet)  SCALED    
 MM0374  ___________________________________________________________________
 MM0374  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 MM0374  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 MM0374
 MM0374  HORZ ORDER  -  FIRST
 MM0374
 MM0374.The horizontal coordinates were established by classical geodetic methods
 MM0374.and adjusted by the National Geodetic Survey in August 1997..
 MM0374
 MM0374.The orthometric height was scaled from a topographic map.
 MM0374
 MM0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0374
 MM0374.The geoid height was determined by GEOID03.
 MM0374
 MM0374;                    North         East     Units Scale Factor Converg.
 MM0374;SPC NE       -   150,675.426   478,493.319   MT  0.99967369   -0 10 11.8
 MM0374;UTM  14      - 4,560,628.781   394,634.393   MT  0.99973663   -0 49 39.1
 MM0374
 MM0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0374!SPC NE       -   0.99985964  x   0.99967369  =   0.99953337
 MM0374!UTM  14      -   0.99985964  x   0.99973663  =   0.99959630
 MM0374
 MM0374|---------------------------------------------------------------------|
 MM0374| PID    Reference Object                     Distance      Geod. Az  |
 MM0374|                                                           dddmmss.s |
 MM0374| CO1907 MUNSON RM 1                         180.993 METERS 04736     |
 MM0374| MM0373 TALLINE CHURCH BELFRY               APPROX. 9.7 KM 0475856.0 |
 MM0374| CO1908 MUNSON RM 2 AZIMUTH                                1580747.6 |
 MM0374| CO1909 MUNSON RM 3                          40.530 METERS 22939     |
 MM0374| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX.23.1 KM 2533115.9 |
 MM0374|---------------------------------------------------------------------|
 MM0374
 MM0374                          SUPERSEDED SURVEY CONTROL
 MM0374
 MM0374  NAD 83(1986)-  41 11 24.61189(N)    100 15 23.20151(W) AD(       ) 1
 MM0374  NAD 27      -  41 11 24.59785(N)    100 15 21.73623(W) AD(       ) 1
 MM0374
 MM0374.Superseded values are not recommended for survey control.
 MM0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0374.See file dsdata.txt to determine how the superseded data were derived.
 MM0374
 MM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL9463460629(NAD 83)
 MM0374_MARKER: DS = TRIANGULATION STATION DISK
 MM0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0374
 MM0374  HISTORY     - Date     Condition        Report By
 MM0374  HISTORY     - 1933     MONUMENTED       CGS
 MM0374  HISTORY     - 1951     GOOD             CGS
 MM0374
 MM0374                          STATION DESCRIPTION
 MM0374
 MM0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0374'ABOUT 16 MILES SOUTH OF ARNOLD AND 13 MILES NORTHEAST OF BRADY
 MM0374'ISLAND, ON TABLE EAST OF WILDHORSE VALLEY, IN NORTHEAST QUARTER
 MM0374'SEC. 14, T. 14 N., R. 26 W., IN PASTURE OWNED BY OSCAR MONSON.
 MM0374'
 MM0374'REACHED FROM ARNOLD VIA STATE HIGHWAY 40, SOUTH 11.0 MILES
 MM0374'TO POINT WHERE IT TURNS EAST.  KEEP STRAIGHT SOUTH ON GOTHENBURG
 MM0374'ROAD 6.1 MILES TO ROAD LEADING WEST AT TOP OF HILL.  FOLLOW
 MM0374'THIS ROAD WEST 2.1 MILES THENCE NORTH 0.5 MILE, THENCE WEST
 MM0374'0.5 MILE TO WIRE GATE ON NORTH SIDE OF ROAD.  ENTER GATE AND
 MM0374'FOLLOW TRAIL NORTHWEST 1 MILE, THENCE WEST 1/4 MILE TO STATION.
 MM0374'STATION IS ON SUMMIT OF LOW KNOLL OR SWELL, FIRST HIGH POINT
 MM0374'NORTH OF THE MONSON RANCH HOUSE.  TRUCK TO STATION.
 MM0374'
 MM0374'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION IN
 MM0374'FENCE NORTH OF SEC. 14, AND A SHORT DISTANCE WEST OF UNMARKED
 MM0374'SEC. CORNER.
 MM0374'
 MM0374'REFERENCE MARK NO. 2, AZIMUTH MARK, IS SOUTH-SOUTHEAST
 MM0374'OF STATION AT NORTHEAST CORNER OF MONSON RANCH YARD.
 MM0374'
 MM0374'REFERENCE MARK NO. 3 IS SOUTHWEST OF STATION IN SAME
 MM0374'PASTURE.  ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MM0374
 MM0374                          STATION RECOVERY (1951)
 MM0374
 MM0374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0374'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 (AZIMUTH
 MM0374'MARK) AND REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND IN GOOD
 MM0374'CONDITION.  AN ERROR WAS FOUND IN THE DIRECTION OF REFERENCE
 MM0374'MARK NO. 2 (AZIMUTH MARK).
 MM0374'
 MM0374'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 MM0374'
 MM0374'THE STATION IS LOCATED ABOUT 20.0 MILES NORTHWEST OF GOTHENBURG
 MM0374'AND ON THE HIGHEST POINT OF A RIDGE IN A PASTURE.  IT PROJECTS
 MM0374'2 INCHES AND IS STAMPED MUNSON 1933.
 MM0374'
 MM0374'REFERENCE MARK NO. 1 IS 69.0 FEET WEST OF A FENCE CORNER AND
 MM0374'SET IN AN EAST-WEST FENCE LINE.  IT IS ABOUT 10.0 FEET BELOW
 MM0374'THE LEVEL OF THE STATION.  IT PROJECTS 2 INCHES AND IS STAMPED
 MM0374'MUNSON NO 1 1933.
 MM0374'
 MM0374'REFERENCE MARK NO. 2 WAS USED AS THE AZIMUTH MARK.  IT IS SET
 MM0374'AT THE NORTHEAST CORNER OF A RANCH YARD.  IT IS 160.0 FEET
 MM0374'NORTH-NORTHEAST OF A WINDMILL, 2.0 FEET WEST OF A FENCE CORNER,
 MM0374'1.0 FOOT WEST OF A WITNESS POST AND SET IN AN EAST-WEST FENCE
 MM0374'LINE.  IT IS SET FLUSH AND STAMPED MUNSON NO 2 1933.
 MM0374'
 MM0374'REFERENCE MARK NO. 3 IS ABOUT 6.0 FEET BELOW THE LEVEL OF THE
 MM0374'STATION.  IT PROJECTS 2 INCHES AND IS STAMPED MUNSON NO 3 1933.
 MM0374'
 MM0374'TO REACH THE STATION FROM THE DEPOT IN GOTHENBURG, GO NORTH ON
 MM0374'STATE HIGHWAY 47 FOR 8.2 MILES TO A T INTERSECTION AND A SIGN
 MM0374'(WELCOME TO CUSTER COUNTY), TURN LEFT AND GO WEST AND NORTH ON
 MM0374'THE MAIN GRAVELED ROAD MAKING SEVERAL JOGS FOR 7.8 MILES TO WHERE
 MM0374'THE MAIN ROAD CURVES NORTH AT THE NEW HOPE CEMETERY.  FOLLOW THE
 MM0374'MAIN ROAD NORTH FOR 2.0 MILES TO A Y FORK, TAKE THE LEFT FORK
 MM0374'AND GO WEST ON A GRADED ROAD FOR 0.75 MILE TO A Y FORK.  TAKE
 MM0374'RIGHT FORK AND FOLLOW GRADED ROAD WEST FOR 0.25 MILE TO A Y
 MM0374'FORK, FOLLOW LEFT FORK SOUTH FOR 0.3 MILE TO A T ROAD LEADING
 MM0374'WEST.  TURN RIGHT, WEST, ON A GRADED ROAD FOR 0.9 MILE TO A T
 MM0374'INTERSECTION, TURN RIGHT, NORTH, ON GRADED ROAD FOR 0.5 MILE TO
 MM0374'WHERE MAIN ROAD TURNS WEST, TURN LEFT, WEST, FOR 0.5 MILE
 MM0374'TO A GATE ON THE RIGHT AND A TRACK ROAD LEADING NORTH.  TURN
 MM0374'RIGHT THROUGH THE GATE AND FOLLOW THE TRACK ROAD NORTH FOR
 MM0374'0.5 MILE TO A GATE THROUGH AN EAST-WEST FENCE LINE AND A
 MM0374'TRACK ROAD LEADING WESTWARD TOWARD A RANCH YARD.  GO THROUGH
 MM0374'GATE AND FOLLOW TRACK ROAD WEST FOR 0.3 MILE TO FENCE CORNER JUST
 MM0374'EAST OF RANCH YARD, GO THROUGH GATE AT FENCE CORNER AND FOLLOW
 MM0374'TRACK ROAD NORTH FOR 0.1 MILE TO THE AZIMUTH MARK IN A FENCE
 MM0374'CORNER AT THE NORTHEAST CORNER OF THE RANCH YARD AS DESCRIBED.
 MM0374'FOLLOW TRACK ROAD NORTH FOR 0.35 MILE TO THE BASE OF A RIDGE ON
 MM0374'THE LEFT, TURN LEFT AND GO WEST FOR 0.2 MILE TO THE TOP OF THE
 MM0374'RIDGE AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0984 ***********************************************************************
 LG0984  DESIGNATION -  MURDOCK
 LG0984  PID         -  LG0984
 LG0984  STATE/COUNTY-  NE/CASS
 LG0984  USGS QUAD   -  MURDOCK (1972)
 LG0984
 LG0984                         *CURRENT SURVEY CONTROL
 LG0984  ___________________________________________________________________
 LG0984* NAD 83(1995)-  40 55 29.45615(N)    096 16 44.58784(W)     ADJUSTED  
 LG0984* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 LG0984  ___________________________________________________________________
 LG0984  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 LG0984  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 LG0984
 LG0984  HORZ ORDER  -  SECOND
 LG0984
 LG0984.The horizontal coordinates were established by classical geodetic methods
 LG0984.and adjusted by the National Geodetic Survey in August 1997..
 LG0984
 LG0984.The orthometric height was scaled from a topographic map.
 LG0984
 LG0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0984
 LG0984.The geoid height was determined by GEOID03.
 LG0984
 LG0984;                    North         East     Units Scale Factor Converg.
 LG0984;SPC NE       -   127,928.972   813,230.231   MT  0.99970965   +2 27 57.1
 LG0984;UTM  14      - 4,533,979.726   729,107.969   MT  1.00024610   +1 46 59.5
 LG0984
 LG0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0984!SPC NE       -   0.99994292  x   0.99970965  =   0.99965259
 LG0984!UTM  14      -   0.99994292  x   1.00024610  =   1.00018901
 LG0984
 LG0984:                Primary Azimuth Mark                     Grid Az
 LG0984:SPC NE       -  MURDOCK AZ MK                            044 27 38.4
 LG0984:UTM  14      -  MURDOCK AZ MK                            045 08 36.0
 LG0984
 LG0984|---------------------------------------------------------------------|
 LG0984| PID    Reference Object                     Distance      Geod. Az  |
 LG0984|                                                           dddmmss.s |
 LG0984| CL7956 MURDOCK AZ MK                                      0465535.5 |
 LG0984| CL7958 MURDOCK RM 2                          7.818 METERS 09409     |
 LG0984| CL7959 MURDOCK RM 3                                       21135     |
 LG0984| CL7960 MURDOCK RM 4                                       21939     |
 LG0984| LG0985 MURDOCK COOP GRAIN ELEVATOR           2.296 METERS 31033     |
 LG0984| CL7957 MURDOCK RM 1                          8.082 METERS 35253     |
 LG0984|---------------------------------------------------------------------|
 LG0984
 LG0984                          SUPERSEDED SURVEY CONTROL
 LG0984
 LG0984  NAD 83(1986)-  40 55 29.46709(N)    096 16 44.58666(W) AD(       ) 2
 LG0984  NAD 27      -  40 55 29.47218(N)    096 16 43.54703(W) AD(       ) 2
 LG0984
 LG0984.Superseded values are not recommended for survey control.
 LG0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0984.See file dsdata.txt to determine how the superseded data were derived.
 LG0984
 LG0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2910833980(NAD 83)
 LG0984_MARKER: DS = TRIANGULATION STATION DISK
 LG0984_SETTING: 0 = UNSPECIFIED SETTING
 LG0984
 LG0984  HISTORY     - Date     Condition        Report By
 LG0984  HISTORY     - 1961     MONUMENTED       CGS
 LG0984  HISTORY     - 1968     GOOD             CGS
 LG0984
 LG0984                          STATION DESCRIPTION
 LG0984
 LG0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0984'THE STATION IS UPON THE ROOF OF THE HEAD-HOUSE OF THE MURDOCK
 LG0984'FARMERS COOP GRAIN ELEVATOR IN THE VILLAGE OF MURDOCK.
 LG0984'
 LG0984'THE STATION CAN BE REACHED VIA A SMALL ELEVATOR, THENCE A
 LG0984'STEEL LADDER LEADING TO THE ROOF THROUGH A ROUND PORT HOLE, ABOUT
 LG0984'24 INCHES IN DIAMETER.  PERMISSION TO REACH THE STATION CAN BE
 LG0984'OBTAINED AT THE OFFICE AT THE COOP ELEVATOR.
 LG0984'
 LG0984'THE STATION MARK, A STANDARD DISK STAMPED MURDOCK 1961, IS
 LG0984'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE ELEVATOR.  IT
 LG0984'IS 10 FEET SOUTH OF A STEEL DUST COLLECTOR PIPE, 9.5 FEET
 LG0984'NORTHEAST OF THE SOUTHWEST EDGE OF THE ROOF AND 7.53 FEET SOUTH
 LG0984'OF A STEEL STANDARD, 1-INCH IN DIAMETER, SUPPORTING TWIN RED
 LG0984'LIGHTS.
 LG0984'
 LG0984'REFERENCE MARK 1, A STANDARD DISK STAMPED MURDOCK NO 1 1961, IS
 LG0984'CEMENTED IN A DRILL HOLE 0.8 FOOT SOUTHWEST OF THE NORTHEAST
 LG0984'CORNER OF THE ROOF.
 LG0984'
 LG0984'REFERENCE MARK 2, A STANDARD DISK STAMPED MURDOCK NO 2 1961, IS
 LG0984'CEMENTED IN A DRILL HOLE 1.5 FEET NORTHWEST OF THE SOUTHEAST
 LG0984'CORNER OF THE ROOF.
 LG0984'
 LG0984'REFERENCE MARK 3, A STANDARD DISK STAMPED MURDOCK NO 3 1961, IS
 LG0984'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 LG0984'TOP, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LG0984'39.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE C.R.I. AND P.
 LG0984'RAILROAD TRACKS AND 2.0 FEET SOUTHEAST OF A TELEPHONE POLE WITH A
 LG0984'RAILROAD CROSSING WARNING SIGN ATTACHED TO IT.
 LG0984'
 LG0984'REFERENCE MARK 4, A STANDARD DISK STAMPED MURDOCK NO 4 1961, IS
 LG0984'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 LG0984'TOP, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LG0984'56.7 FEET NORTHEAST OF THE NORTH RAIL C.R.I. AND P. RAILROAD
 LG0984'TRACKS, 31.5 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A SMALL
 LG0984'METAL PUMP HOUSE AND 213.6 FEET SOUTH OF THE SOUTHEAST CORNER OF
 LG0984'A STEEL FENCE SURROUNDING A GROUP OF GRAIN STORAGE
 LG0984'BUILDINGS.
 LG0984'
 LG0984'AN UNDERGROUND MARK WAS SET BENEATH REFERENCE MARK 4.  THE MARK IS
 LG0984'A STANDARD REFERENCE MARK DISK, STAMPED MURDOCK NO 4 1961, SET
 LG0984'40 INCHES BELOW THE SURFACE OF THE GROUND.
 LG0984'
 LG0984'THE AZIMUTH MARK, A STANDARD DISK STAMPED MURDOCK 1961, IS SET
 LG0984'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 LG0984'PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS IN THE
 LG0984'NORTHEAST QUADRANT OF THE INTERSECTION OF S W AND I N ROADS, 39.5
 LG0984'FEET SOUTHEAST OF THE EAST RAIL OF THE C.R.I. AND P. RAILROAD,
 LG0984'32.0 FEET NORTH OF THE CENTER OF I N ROAD, 10.0 FEET
 LG0984'WEST-NORTHWEST OF A FENCE CORNER AND POWER POLE, 1.5 FEET
 LG0984'SOUTHWEST OF A TELEPHONE POLE AND 1.5 FEET SOUTHEAST OF A METAL
 LG0984'WITNESS POST WITH SIGN ATTACHED.
 LG0984'
 LG0984'TO REACH THE AZIMUTH MARK FROM THE MURDOCK FARMERS COOP GRAIN
 LG0984'ELEVATOR, DRIVE NORTHEAST ON THE ROAD ALONG THE RAILROAD FOR 0.1
 LG0984'MILE TO A CROSSING.  TURN RIGHT, CROSS THE RAILROAD, THENCE TURN
 LG0984'LEFT AND DRIVE NORTHERLY ALONG S W ROAD FOR 0.15 MILE TO ITS
 LG0984'INTERSECTION WITH I N ROAD, A RAILROAD CROSSING AND THE AZIMUTH
 LG0984'MARK.
 LG0984
 LG0984                          STATION RECOVERY (1968)
 LG0984
 LG0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JSA)
 LG0984'ALL MARKS WERE FOUND IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0985 ***********************************************************************
 LG0985  DESIGNATION -  MURDOCK COOP GRAIN ELEVATOR
 LG0985  PID         -  LG0985
 LG0985  STATE/COUNTY-  NE/CASS
 LG0985  USGS QUAD   -  MURDOCK (1972)
 LG0985
 LG0985                         *CURRENT SURVEY CONTROL
 LG0985  ___________________________________________________________________
 LG0985* NAD 83(1995)-  40 55 29.50453(N)    096 16 44.66241(W)     ADJUSTED  
 LG0985* NAVD 88     -                                                        
 LG0985  ___________________________________________________________________
 LG0985  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 LG0985  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 LG0985
 LG0985  HORZ ORDER  -  THIRD
 LG0985
 LG0985.The horizontal coordinates were established by classical geodetic methods
 LG0985.and adjusted by the National Geodetic Survey in August 1997..
 LG0985
 LG0985
 LG0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0985
 LG0985.The geoid height was determined by GEOID03.
 LG0985
 LG0985;                    North         East     Units Scale Factor Converg.
 LG0985;SPC NE       -   127,930.388   813,228.424   MT  0.99970965   +2 27 57.0
 LG0985;UTM  14      - 4,533,981.164   729,106.178   MT  1.00024609   +1 46 59.4
 LG0985
 LG0985                          SUPERSEDED SURVEY CONTROL
 LG0985
 LG0985  NAD 83(1986)-  40 55 29.51547(N)    096 16 44.66123(W) AD(       ) 4
 LG0985  NAD 27      -  40 55 29.52056(N)    096 16 43.62160(W) AD(       ) 3
 LG0985
 LG0985.Superseded values are not recommended for survey control.
 LG0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0985.See file dsdata.txt to determine how the superseded data were derived.
 LG0985
 LG0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2910633981(NAD 83)
 LG0985_MARKER: 65 = GRAIN ELEVATOR
 LG0985
 LG0985  HISTORY     - Date     Condition        Report By
 LG0985  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0985
 LG0985                          STATION DESCRIPTION
 LG0985
 LG0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0985'THE STATION IS THE CENTER OF A METAL RED LIGHT STANDARD, 1-1/4
 LG0985'INCHES IN DIAMETER, PROJECTING 10 FEET ABOVE THE HEAD-HOUSE OF
 LG0985'THE MURDOCK COOP GRAIN ELEVATOR.  THE STANDARD SUPPORTS TWIN
 LG0985'RED LIGHTS.  IT IS 6 FEET EAST OF THE WEST EDGE OF THE HEAD-HOUSE,
 LG0985'5 FEET WEST OF A DUST COLLECTOR PIPE, 12 INCHES IN DIAMETER,
 LG0985'PROJECTING ABOVE THE ROOF AND 7.53 FEET, 2.296 METERS,
 LG0985'NORTH-NORTHWEST OF TRIANGULATION STATION MURDOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0983 ***********************************************************************
 LG0983  DESIGNATION -  MURDOCK MUNICIPAL TANK
 LG0983  PID         -  LG0983
 LG0983  STATE/COUNTY-  NE/CASS
 LG0983  USGS QUAD   -  MURDOCK (1972)
 LG0983
 LG0983                         *CURRENT SURVEY CONTROL
 LG0983  ___________________________________________________________________
 LG0983* NAD 83(1995)-  40 55 32.90099(N)    096 16 45.36490(W)     ADJUSTED  
 LG0983* NAVD 88     -                                                        
 LG0983  ___________________________________________________________________
 LG0983  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 LG0983  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 LG0983
 LG0983  HORZ ORDER  -  THIRD
 LG0983
 LG0983.The horizontal coordinates were established by classical geodetic methods
 LG0983.and adjusted by the National Geodetic Survey in August 1997..
 LG0983
 LG0983
 LG0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0983
 LG0983.The geoid height was determined by GEOID03.
 LG0983
 LG0983;                    North         East     Units Scale Factor Converg.
 LG0983;SPC NE       -   128,034.327   813,207.502   MT  0.99970948   +2 27 56.6
 LG0983;UTM  14      - 4,534,085.401   729,086.485   MT  1.00024598   +1 46 59.1
 LG0983
 LG0983                          SUPERSEDED SURVEY CONTROL
 LG0983
 LG0983  NAD 83(1986)-  40 55 32.91281(N)    096 16 45.36349(W) AD(       ) 4
 LG0983  NAD 27      -  40 55 32.91648(N)    096 16 44.32347(W) AD(       ) 3
 LG0983
 LG0983.Superseded values are not recommended for survey control.
 LG0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0983.See file dsdata.txt to determine how the superseded data were derived.
 LG0983
 LG0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2908634085(NAD 83)
 LG0983_MARKER: 53 = ELEVATED TANK
 LG0983
 LG0983  HISTORY     - Date     Condition        Report By
 LG0983  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0983
 LG0983                          STATION DESCRIPTION
 LG0983
 LG0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0983'THE APEX OF THE WATER TANK WAS USED AS THE POINT OF INTERSECTION.
 LG0983'THE WATER TANK IS LOCATED 50 FEET EAST OF THE MAIN STREET BEHIND
 LG0983'THE MURDOCK VOLUNTEER FIRE DEPARTMENT.  THE WATER TANK IS SILVER IN
 LG0983'COLOR AND HAD THE WORD (MURDOCK) PRINTED ON THE SIDE.  THE WATER
 LG0983'TANK IS SUPPORTED BY FOUR LEGS AND IS APPROXIMATELY 130 FEET
 LG0983'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1089 ***********************************************************************
 LH1089  DESIGNATION -  MURPHY COOP
 LH1089  PID         -  LH1089
 LH1089  STATE/COUNTY-  NE/HAMILTON
 LH1089  USGS QUAD   -  MURPHY (1969)
 LH1089
 LH1089                         *CURRENT SURVEY CONTROL
 LH1089  ___________________________________________________________________
 LH1089* NAD 83(1995)-  40 52 47.88449(N)    098 06 59.79175(W)     ADJUSTED  
 LH1089* NAVD 88     -       610.41   (+/-2cm)    2002.7    (feet)  VERTCON   
 LH1089  ___________________________________________________________________
 LH1089  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 LH1089  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 LH1089
 LH1089  HORZ ORDER  -  SECOND
 LH1089  VERT ORDER  -  THIRD ? (See Below)
 LH1089
 LH1089.The horizontal coordinates were established by classical geodetic methods
 LH1089.and adjusted by the National Geodetic Survey in August 1997..
 LH1089
 LH1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1089.The vertical order pertains to the NGVD 29 superseded value.
 LH1089
 LH1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1089
 LH1089.The geoid height was determined by GEOID03.
 LH1089
 LH1089;                    North         East     Units Scale Factor Converg.
 LH1089;SPC NE       -   117,933.418   658,689.241   MT  0.99971783   +1 14 53.2
 LH1089;UTM  14      - 4,525,808.043   574,429.598   MT  0.99966818   +0 34 41.5
 LH1089
 LH1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1089!SPC NE       -   0.99990825  x   0.99971783  =   0.99962610
 LH1089!UTM  14      -   0.99990825  x   0.99966818  =   0.99957646
 LH1089
 LH1089:                Primary Azimuth Mark                     Grid Az
 LH1089:SPC NE       -  GILTNER 502                              199 41 53.5
 LH1089:UTM  14      -  GILTNER 502                              200 22 05.2
 LH1089
 LH1089|---------------------------------------------------------------------|
 LH1089| PID    Reference Object                     Distance      Geod. Az  |
 LH1089|                                                           dddmmss.s |
 LH1089| LH1096 GILTNER 502                         APPROX. 7.8 KM 2005646.7 |
 LH1089| LH1097 GILTNER NEBR EDUCATION TV MAST      APPROX.12.7 KM 2260037.6 |
 LH1089|---------------------------------------------------------------------|
 LH1089
 LH1089                          SUPERSEDED SURVEY CONTROL
 LH1089
 LH1089  NAD 83(1986)-  40 52 47.89291(N)    098 06 59.79411(W) AD(       ) 2
 LH1089  NAD 27      -  40 52 47.85470(N)    098 06 58.59481(W) AD(       ) 2
 LH1089  NGVD 29 (07/19/86)  610.18   (m)         2001.9    (f) LEVELING    3  
 LH1089
 LH1089.Superseded values are not recommended for survey control.
 LH1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1089.See file dsdata.txt to determine how the superseded data were derived.
 LH1089
 LH1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7443025808(NAD 83)
 LH1089_MARKER: DD = SURVEY DISK
 LH1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1089_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1089+STABILITY: SURFACE MOTION
 LH1089
 LH1089  HISTORY     - Date     Condition        Report By
 LH1089  HISTORY     - 1961     MONUMENTED       NEDR
 LH1089
 LH1089                          STATION DESCRIPTION
 LH1089
 LH1089'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LH1089'THE STATION IS LOCATED 6.25 MILES WEST AND 0.5 MILES NORTH OF THE
 LH1089'INTERSECTION OF U.S. HIGHWAY 34 AND MAIN STREET IN AURORA.  IT IS
 LH1089'LOCATED ON TOP OF THE MURPHY CO-OP ELEVATOR IN SEC. 33, T11N, R7W.
 LH1089'
 LH1089'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 34 AND
 LH1089'THE MAIN STREET OF AURORA, GO WEST 6.0 MILES ON HIGHWAY 34.  TURN
 LH1089'RIGHT AND GO NORTH 0.5 MILES ACROSS THE RAILROAD TRACKS, TURN LEFT
 LH1089'AND GO WEST 0.25 MILES TO THE ELEVATOR AND THE STATION ON TOP OF
 LH1089'THE ELEVATOR.  USE THE SELF-OPERATED MAN-LIFT TO THE TOP FLOOR AND
 LH1089'PROCEED BY LADDER MOUNTED TO THE WALL TO THE ROOF OF THE
 LH1089'ELEVATOR.  CONTACT THE MANAGER ABOUT ENTERING PREMISES.
 LH1089'
 LH1089'THE STATION IS A STANDARD DEPARTMENT OF ROADS TRIANGULATION DISK,
 LH1089'STAMPED MURPHY CO-OP 1961 SET IN THE TOP OF A 10 INCH SQUARE
 LH1089'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE ROOF OF
 LH1089'THE ELEVATOR.
 LH1089'
 LH1089'THERE ARE NO REFERENCE MARKS.
 LH1089'
 LH1089'THERE IS NO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1428 ***********************************************************************
 LF1428  DESIGNATION -  MURRAY MUNICIPAL TANK
 LF1428  PID         -  LF1428
 LF1428  STATE/COUNTY-  NE/OTOE
 LF1428  USGS QUAD   -  MURRAY (1984)
 LF1428
 LF1428                         *CURRENT SURVEY CONTROL
 LF1428  ___________________________________________________________________
 LF1428* NAD 83(1995)-  40 54 56.18758(N)    095 55 47.56328(W)     ADJUSTED  
 LF1428* NAVD 88     -                                                        
 LF1428  ___________________________________________________________________
 LF1428  LAPLACE CORR-          -9.68  (seconds)                    DEFLEC99
 LF1428  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 LF1428
 LF1428  HORZ ORDER  -  THIRD
 LF1428
 LF1428.The horizontal coordinates were established by classical geodetic methods
 LF1428.and adjusted by the National Geodetic Survey in August 1997..
 LF1428
 LF1428
 LF1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1428
 LF1428.The geoid height was determined by GEOID03.
 LF1428
 LF1428;                    North         East     Units Scale Factor Converg.
 LF1428;SPC NE       -   128,228.475   842,651.231   MT  0.99971129   +2 41 50.1
 LF1428;SPC IA S     -   104,535.376   295,335.835   MT  0.99996070   -1 36 02.0
 LF1428;UTM  15      - 4,533,522.501   253,263.216   MT  1.00034937   -1 55 11.6
 LF1428;UTM  14      - 4,533,927.941   758,548.761   MT  1.00042284   +2 00 42.8
 LF1428
 LF1428                          SUPERSEDED SURVEY CONTROL
 LF1428
 LF1428  NAD 83(1986)-  40 54 56.19487(N)    095 55 47.55845(W) AD(       ) 4
 LF1428  NAD 27      -  40 54 56.19930(N)    095 55 46.51833(W) AD(       ) 3
 LF1428
 LF1428.Superseded values are not recommended for survey control.
 LF1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1428.See file dsdata.txt to determine how the superseded data were derived.
 LF1428
 LF1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5326333523(NAD 83)
 LF1428_MARKER: 53 = ELEVATED TANK
 LF1428_MARK LOGO: CGS   
 LF1428
 LF1428  HISTORY     - Date     Condition        Report By
 LF1428  HISTORY     - 1947     FIRST OBSERVED   CGS
 LF1428  HISTORY     - 1947     GOOD             CGS
 LF1428  HISTORY     - 1980     GOOD             NGS
 LF1428  HISTORY     - 19800625 GOOD             NGS
 LF1428
 LF1428                          STATION DESCRIPTION
 LF1428
 LF1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1428'STATION IS LOCATED IN THE VILLAGE OF MURRAY.  IT IS A 4 LEGGED
 LF1428'STRUCTURE OF STEEL ABOUT 125 FEET IN HEIGHT AND IS PAINTED SILVER.
 LF1428'THE LEGS AT THE BASE ARE APPROX. 30 FT. APART.  THE STATION MAY
 LF1428'BE REACHED FROM THE POST OFFICE IN MURRAY BY GOING WEST ON
 LF1428'STATE HIGHWAY 1 (MAIN STREET) FOR 0.05 MILE TO GRAVEL STREET
 LF1428'TO THE RIGHT, TURN RIGHT AND GO 0.05 MILE TO DIRT ROAD TO THE
 LF1428'LEFT, THENCE TURN LEFT OR WEST FOR 0.05 MILE TO THE SITE OF THE
 LF1428'TANK AND NEAR THE CENTER OF THE TOWN.
 LF1428'
 LF1428'THE POINT INTERSECTED IS THE ROUND BALL AT THE TOP OF THE TANK.
 LF1428
 LF1428                          STATION RECOVERY (1947)
 LF1428
 LF1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LF1428'RECOVERED IN GOOD CONDITION.
 LF1428
 LF1428                          STATION RECOVERY (1980)
 LF1428
 LF1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LF1428'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 LF1428'DESCRIBED.
 LF1428
 LF1428                          STATION RECOVERY (1980)
 LF1428
 LF1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LF1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1022 ***********************************************************************
 LF1022  DESIGNATION -  MYNARD
 LF1022  PID         -  LF1022
 LF1022  STATE/COUNTY-  NE/CASS
 LF1022  USGS QUAD   -  MURRAY (1984)
 LF1022
 LF1022                         *CURRENT SURVEY CONTROL
 LF1022  ___________________________________________________________________
 LF1022* NAD 83(1995)-  40 58 23.77598(N)    095 52 53.75986(W)     ADJUSTED  
 LF1022* NAVD 88     -       370.660  (meters)    1216.07   (feet)  ADJUSTED  
 LF1022  ___________________________________________________________________
 LF1022  LAPLACE CORR-          -8.14  (seconds)                    DEFLEC99
 LF1022  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 LF1022  DYNAMIC HT  -         370.504 (meters)    1215.56  (feet)  COMP
 LF1022  MODELED GRAV-     980,189.7   (mgal)                       NAVD 88
 LF1022
 LF1022  HORZ ORDER  -  SECOND
 LF1022  VERT ORDER  -  SECOND    CLASS 0
 LF1022
 LF1022.The horizontal coordinates were established by classical geodetic methods
 LF1022.and adjusted by the National Geodetic Survey in August 1997..
 LF1022
 LF1022.The orthometric height was determined by differential leveling
 LF1022.and adjusted by the National Geodetic Survey in June 1991..
 LF1022
 LF1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1022
 LF1022.The geoid height was determined by GEOID03.
 LF1022
 LF1022.The dynamic height is computed by dividing the NAVD 88
 LF1022.geopotential number by the normal gravity value computed on the
 LF1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1022.degrees latitude (g = 980.6199 gals.).
 LF1022
 LF1022.The modeled gravity was interpolated from observed gravity values.
 LF1022
 LF1022;                    North         East     Units Scale Factor Converg.
 LF1022;SPC NE       -   134,815.493   846,407.784   MT  0.99970151   +2 43 45.3
 LF1022;SPC IA S     -   110,823.930   299,576.541   MT  0.99995622   -1 34 07.5
 LF1022;UTM  15      - 4,539,789.605   257,540.646   MT  1.00032360   -1 53 25.5
 LF1022
 LF1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1022!SPC NE       -   0.99994616  x   0.99970151  =   0.99964769
 LF1022!SPC IA S     -   0.99994616  x   0.99995622  =   0.99990239
 LF1022!UTM  15      -   0.99994616  x   1.00032360  =   1.00026975
 LF1022
 LF1022|---------------------------------------------------------------------|
 LF1022| PID    Reference Object                     Distance      Geod. Az  |
 LF1022|                                                           dddmmss.s |
 LF1022| LF1023 MYNARD RM 1                          23.432 METERS 04813     |
 LF1022| MJ1204 GLENWOOD STATE SCH WATER TANK       APPROX.14.1 KM 0601151.2 |
 LF1022| LF1428 MURRAY MUNICIPAL TANK               APPROX. 7.6 KM 2122530.1 |
 LF1022| LF1025 MYNARD AZ MK                                       2734430.8 |
 LF1022| LF1024 MYNARD RM 2                          18.971 METERS 32613     |
 LF1022| MJ1214 PLATTSMOUTH MUN STANDPIPE           APPROX. 5.1 KM 3544904.3 |
 LF1022|---------------------------------------------------------------------|
 LF1022
 LF1022                          SUPERSEDED SURVEY CONTROL
 LF1022
 LF1022  NAD 83(1986)-  40 58 23.78437(N)    095 52 53.75669(W) AD(       ) 2
 LF1022  NAD 27      -  40 58 23.78700(N)    095 52 52.72200(W) AD(       ) 2
 LF1022  NGVD 29 (??/??/92)  370.560  (m)         1215.75   (f) ADJ UNCH    2 0
 LF1022
 LF1022.Superseded values are not recommended for survey control.
 LF1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1022.See file dsdata.txt to determine how the superseded data were derived.
 LF1022
 LF1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5754139790(NAD 83)
 LF1022_MARKER: DS = TRIANGULATION STATION DISK
 LF1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1022_STAMPING: MYNARD 1947
 LF1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1022+STABILITY: SURFACE MOTION
 LF1022
 LF1022  HISTORY     - Date     Condition        Report By
 LF1022  HISTORY     - 1947     MONUMENTED       CGS
 LF1022  HISTORY     - 1950     GOOD             NGS
 LF1022  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LF1022  HISTORY     - 1965     MARK NOT FOUND   CGS
 LF1022  HISTORY     - 1965     MARK NOT FOUND   NGS
 LF1022
 LF1022                          STATION DESCRIPTION
 LF1022
 LF1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1022'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHEAST OF MURRAY, 3.0
 LF1022'MILES SOUTH-SOUTHEAST OF PLATTSMOUTH AND 0.15 MILE EAST OF A
 LF1022'SCHOOL HOUSE IN A HEDGE ROW.  IT IS 31 FEET SOUTH OF THE
 LF1022'CENTERLINE OF THE ROAD, 20 FEET WEST-SOUTHWEST OF AN 8 INCH ELM
 LF1022'TREE WITH THREE BLAZES AND 10 FEET SOUTHEAST OF A WITNESS POST.
 LF1022'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LF1022'MYNARD 1947.
 LF1022'
 LF1022'REFERENCE MARK NO. 1 IS 76.88 FEET NORTHEAST OF THE STATION, 22
 LF1022'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF THE
 LF1022'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LF1022'MYNARD NO 1 1947.
 LF1022'
 LF1022'REFERENCE MARK NO. 2 IS 62.24 FEET NORTHWEST OF THE STATION, 22
 LF1022'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF
 LF1022'THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LF1022'MYNARD NO 2 1947.
 LF1022'
 LF1022'AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF THE STATION, IN THE
 LF1022'SOUTHWEST CORNER OF THE SCHOOL GROUNDS, 29 FEET NORTH OF THE
 LF1022'CENTERLINE OF THE ROAD, 3 FEET NORTHEAST OF A FENCE CORNER AND
 LF1022'2.5 FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 LF1022'6 INCHES AND THE DISK IS STAMPED MYNARD 1947.
 LF1022'
 LF1022'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 75 AND 34 IN
 LF1022'PLATTSMOUTH, GO SOUTH ON BOTH HIGHWAYS FOR 3.1 MILES TO A
 LF1022'CROSSSROAD, TURN LEFT ON DIRT ROAD FOR 1.1 MILE TO SCHOOL
 LF1022'HOUSE ON THE LEFT, CONTINUE ON 0.15 TO STATION ON THE RIGHT
 LF1022'IN CLEARED PLACE IN HEDGE ROW.
 LF1022'
 LF1022'TO REACH AZIMUTH MARK FROM STATION, GO WEST 0.2 MILE TO THE
 LF1022'MARK ON THE RIGHT IN SOUTHWEST CORNER OF SCHOOL GROUNDS.
 LF1022'
 LF1022'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LF1022
 LF1022                          STATION RECOVERY (1950)
 LF1022
 LF1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF1022'4.4 MI S FROM PLATTSMOUTH.
 LF1022'3.1 MILES SOUTH ALONG U.S. HIGHWAYS 75 AND 34 FROM THE JUNCTION
 LF1022'OF THE TWO HIGHWAYS AT PLATTSMOUTH, THENCE 1.25 MILES EAST
 LF1022'ALONG A GRAVELED ROAD, 0.15 MILE EAST OF A SCHOOL WHICH IS ON
 LF1022'THE NORTH SIDE OF THE ROAD, JUST EAST OF THE EAST END OF A
 LF1022'CEMETERY, AT THE TOP OF A HILL, IN A HEDGE ROW, 76.9 FEET
 LF1022'SOUTHWEST OF MYNARD R.M. 1, 62.2 FEET SOUTHEAST OF MYNARD R.M. 2,
 LF1022'29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.6 FOOT NORTH
 LF1022'OF A FENCE, 10 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 LF1022'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LF1022
 LF1022                          STATION RECOVERY (1964)
 LF1022
 LF1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LF1022'THE SITE FOR THIS STATION WAS VISITED.  THE SURFACE STATION MARK
 LF1022'EMBEDDED IN A CONCRETE POST WAS FOUND ON APILE OF RUBBLE.  BOTH
 LF1022'REFERENCE MARKS WERE GONE AND THE DIRT HAD ERODED AWAY FROM THE
 LF1022'SOUTH SIDE OF THE AZIMUTH MARK.  BUT IT WAS SOLID IN THE GROUND.
 LF1022'
 LF1022'ANOTHER ATTEMPT WILL BE MADE TO FIND THE UNDERGROUND MARK AT THIS
 LF1022'STATION WHEN VISIBILITY IS GOOD, SO THE INSTRUMENT CAN BE USED FOR
 LF1022'DISTANT LANDMARKS.
 LF1022
 LF1022                          STATION RECOVERY (1965)
 LF1022
 LF1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LF1022'CONSIDERABLE TIME WAS SPENT IN SEARCH OF THIS STATION BUT NEITHER
 LF1022'THE STATION NOR THE REFERENCE MARKS WERE RECOVERED.  IT APPEARS THAT
 LF1022'THE STATION, UNDERGROUND AND REFERENCE MARKS WERE DESTROYED WHEN
 LF1022'THE ROAD WAS WIDENED AND A ROW OF TREES REMOVED.  THE AZIMUTH MARK
 LF1022'WAS RECOVERED BUT THIS MARK WAS LEFT IN PLACE AS THE ELEVATION
 LF1022'HAS BEEN DETERMINED.
 LF1022
 LF1022                          STATION RECOVERY (1965)
 LF1022
 LF1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LF1022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1025 ***********************************************************************
 LF1025  DESIGNATION -  MYNARD AZ MK
 LF1025  PID         -  LF1025
 LF1025  STATE/COUNTY-  NE/CASS
 LF1025  USGS QUAD   -  MURRAY (1984)
 LF1025
 LF1025                         *CURRENT SURVEY CONTROL
 LF1025  ___________________________________________________________________
 LF1025* NAD 83(1986)-  40 58 24.     (N)    095 53 06.     (W)     SCALED    
 LF1025* NAVD 88     -       365.282  (meters)    1198.43   (feet)  ADJUSTED  
 LF1025  ___________________________________________________________________
 LF1025  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 LF1025  DYNAMIC HT  -         365.127 (meters)    1197.92  (feet)  COMP
 LF1025  MODELED GRAV-     980,189.9   (mgal)                       NAVD 88
 LF1025
 LF1025  VERT ORDER  -  SECOND    CLASS 0
 LF1025
 LF1025.The horizontal coordinates were scaled from a topographic map and have
 LF1025.an estimated accuracy of +/- 6 seconds.
 LF1025
 LF1025.The orthometric height was determined by differential leveling
 LF1025.and adjusted by the National Geodetic Survey in June 1991..
 LF1025
 LF1025.The geoid height was determined by GEOID03.
 LF1025
 LF1025.The dynamic height is computed by dividing the NAVD 88
 LF1025.geopotential number by the normal gravity value computed on the
 LF1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1025.degrees latitude (g = 980.6199 gals.).
 LF1025
 LF1025.The modeled gravity was interpolated from observed gravity values.
 LF1025
 LF1025;                    North         East    Units  Estimated Accuracy
 LF1025;SPC NE       -   134,810.      846,120.      MT  (+/- 180 meters Scaled)
 LF1025
 LF1025                          SUPERSEDED SURVEY CONTROL
 LF1025
 LF1025  NGVD 29 (??/??/92)  365.182  (m)         1198.10   (f) ADJ UNCH    2 0
 LF1025
 LF1025.Superseded values are not recommended for survey control.
 LF1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1025.See file dsdata.txt to determine how the superseded data were derived.
 LF1025
 LF1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF572398(NAD 83)
 LF1025_MARKER: DZ = AZIMUTH MARK DISK
 LF1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1025_STAMPING: MYNARD 1947
 LF1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1025+STABILITY: SURFACE MOTION
 LF1025
 LF1025  HISTORY     - Date     Condition        Report By
 LF1025  HISTORY     - 1947     MONUMENTED       CGS
 LF1025  HISTORY     - 1950     GOOD             NGS
 LF1025
 LF1025                          STATION DESCRIPTION
 LF1025
 LF1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF1025'4.2 MI S FROM PLATTSMOUTH.
 LF1025'3.1 MILES SOUTH ALONG U.S. HIGHWAYS 75 AND 34 FROM THE JUNCTION
 LF1025'OF THE TWO HIGHWAYS AT PLATTSMOUTH, THENCE 1.05 MILES EAST ALONG
 LF1025'A GRAVELED ROAD, 0.2 MILE WEST OF TRIANGULATION STATION MYNARD 1947,
 LF1025'IN THE SOUTHWEST CORNER OF A SCHOOL YARD, 171 FEET SOUTHWEST
 LF1025'OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 29 FEET NORTH
 LF1025'OF THE CENTER LINE OF THE ROAD, 59 FEET WEST OF A WATER HYDRANT,
 LF1025'3 FEET EAST OF A FENCE CORNER, 2.5 FEET SOUTHEAST OF A WITNESS
 LF1025'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 LF1025'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1023 ***********************************************************************
 LF1023  DESIGNATION -  MYNARD RM 1
 LF1023  PID         -  LF1023
 LF1023  STATE/COUNTY-  NE/CASS
 LF1023  USGS QUAD   -  MURRAY (1984)
 LF1023
 LF1023                         *CURRENT SURVEY CONTROL
 LF1023  ___________________________________________________________________
 LF1023* NAD 83(1986)-  40 58 23.     (N)    095 52 53.     (W)     SCALED    
 LF1023* NAVD 88     -       370.741  (meters)    1216.34   (feet)  ADJUSTED  
 LF1023  ___________________________________________________________________
 LF1023  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 LF1023  DYNAMIC HT  -         370.584 (meters)    1215.82  (feet)  COMP
 LF1023  MODELED GRAV-     980,189.7   (mgal)                       NAVD 88
 LF1023
 LF1023  VERT ORDER  -  SECOND    CLASS 0
 LF1023
 LF1023.The horizontal coordinates were scaled from a topographic map and have
 LF1023.an estimated accuracy of +/- 6 seconds.
 LF1023
 LF1023.The orthometric height was determined by differential leveling
 LF1023.and adjusted by the National Geodetic Survey in June 1991..
 LF1023
 LF1023.The geoid height was determined by GEOID03.
 LF1023
 LF1023.The dynamic height is computed by dividing the NAVD 88
 LF1023.geopotential number by the normal gravity value computed on the
 LF1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1023.degrees latitude (g = 980.6199 gals.).
 LF1023
 LF1023.The modeled gravity was interpolated from observed gravity values.
 LF1023
 LF1023;                    North         East    Units  Estimated Accuracy
 LF1023;SPC NE       -   134,790.      846,430.      MT  (+/- 180 meters Scaled)
 LF1023
 LF1023                          SUPERSEDED SURVEY CONTROL
 LF1023
 LF1023  NGVD 29 (??/??/92)  370.641  (m)         1216.01   (f) ADJ UNCH    2 0
 LF1023
 LF1023.Superseded values are not recommended for survey control.
 LF1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1023.See file dsdata.txt to determine how the superseded data were derived.
 LF1023
 LF1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF575397(NAD 83)
 LF1023_MARKER: DR = REFERENCE MARK DISK
 LF1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1023_STAMPING: MYNARD NO 1 1947
 LF1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1023+STABILITY: SURFACE MOTION
 LF1023
 LF1023  HISTORY     - Date     Condition        Report By
 LF1023  HISTORY     - 1947     MONUMENTED       CGS
 LF1023  HISTORY     - 1950     GOOD             NGS
 LF1023  HISTORY     - 1965     MARK NOT FOUND   NGS
 LF1023
 LF1023                          STATION DESCRIPTION
 LF1023
 LF1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF1023'4.4 MI S FROM PLATTSMOUTH.
 LF1023'3.1 MILES SOUTH ALONG U.S. HIGHWAYS 75 AND 34 FROM THE JUNCTION
 LF1023'OF THE TWO HIGHWAYS AT PLATTSMOUTH, THENCE 1.25 MILES EAST ALONG
 LF1023'A GRAVELED ROAD, 0.15 MILE EAST OF A SCHOOL WHICH IS ON THE NORTH
 LF1023'SIDE OF THE ROAD, JUST EAST OF THE EAST END OF A CEMETERY,
 LF1023'AT THE TOP OF A HILL, 76.9 FEET NORTHEAST OF TRIANGULATION
 LF1023'STATION MYNARD 1947, 91.7 FEET EAST OF MYNARD R.M. 2, 23 FEET NORTH
 LF1023'OF THE CENTER LINE OF THE ROAD, 0.6 FOOT SOUTH OF A FENCE, SET
 LF1023'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LF1023
 LF1023                          STATION RECOVERY (1965)
 LF1023
 LF1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LF1023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1024 ***********************************************************************
 LF1024  DESIGNATION -  MYNARD RM 2
 LF1024  PID         -  LF1024
 LF1024  STATE/COUNTY-  NE/CASS
 LF1024  USGS QUAD   -  MURRAY (1984)
 LF1024
 LF1024                         *CURRENT SURVEY CONTROL
 LF1024  ___________________________________________________________________
 LF1024* NAD 83(1986)-  40 58 23.     (N)    095 52 53.     (W)     SCALED    
 LF1024* NAVD 88     -       370.454  (meters)    1215.40   (feet)  ADJUSTED  
 LF1024  ___________________________________________________________________
 LF1024  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 LF1024  DYNAMIC HT  -         370.297 (meters)    1214.88  (feet)  COMP
 LF1024  MODELED GRAV-     980,189.7   (mgal)                       NAVD 88
 LF1024
 LF1024  VERT ORDER  -  SECOND    CLASS 0
 LF1024
 LF1024.The horizontal coordinates were scaled from a topographic map and have
 LF1024.an estimated accuracy of +/- 6 seconds.
 LF1024
 LF1024.The orthometric height was determined by differential leveling
 LF1024.and adjusted by the National Geodetic Survey in June 1991..
 LF1024
 LF1024.The geoid height was determined by GEOID03.
 LF1024
 LF1024.The dynamic height is computed by dividing the NAVD 88
 LF1024.geopotential number by the normal gravity value computed on the
 LF1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1024.degrees latitude (g = 980.6199 gals.).
 LF1024
 LF1024.The modeled gravity was interpolated from observed gravity values.
 LF1024
 LF1024;                    North         East    Units  Estimated Accuracy
 LF1024;SPC NE       -   134,790.      846,430.      MT  (+/- 180 meters Scaled)
 LF1024
 LF1024                          SUPERSEDED SURVEY CONTROL
 LF1024
 LF1024  NGVD 29 (??/??/92)  370.353  (m)         1215.07   (f) ADJ UNCH    2 0
 LF1024
 LF1024.Superseded values are not recommended for survey control.
 LF1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1024.See file dsdata.txt to determine how the superseded data were derived.
 LF1024
 LF1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF575397(NAD 83)
 LF1024_MARKER: DR = REFERENCE MARK DISK
 LF1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1024_STAMPING: MYNARD NO 2 1947
 LF1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1024+STABILITY: SURFACE MOTION
 LF1024
 LF1024  HISTORY     - Date     Condition        Report By
 LF1024  HISTORY     - 1947     MONUMENTED       CGS
 LF1024  HISTORY     - 1950     GOOD             NGS
 LF1024  HISTORY     - 1965     MARK NOT FOUND   NGS
 LF1024
 LF1024                          STATION DESCRIPTION
 LF1024
 LF1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LF1024'4.4 MI S FROM PLATTSMOUTH.
 LF1024'3.1 MILES SOUTH ALONG U.S. HIGHWAYS 75 AND 34 FROM THE JUNCTION
 LF1024'OF THE TWO HIGHWAYS AT PLATTSMOUTH, THENCE 1.25 MILES EAST
 LF1024'AND ALONG A GRAVELED ROAD, 0.15 MILE EAST OF A SCHOOL WHICH IS
 LF1024'ON THE NORTH SIDE OF THE ROAD, JUST EAST OF THE EAST END OF A
 LF1024'CEMETERY, AT THE TOP OF A HILL, 91.7 FEET WEST OF MYNARD R.M.
 LF1024'1, 62.2 FEET NORTHWEST OF TRIANGULATION STATION MYNARD 1947,
 LF1024'23 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.5 FOOT SOUTH
 LF1024'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 LF1024'WITH THE GROUND.
 LF1024
 LF1024                          STATION RECOVERY (1965)
 LF1024
 LF1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LF1024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0972 ***********************************************************************
 LG0972  HT_MOD      -  This is a Height Modernization Survey Station.
 LG0972  DESIGNATION -  MYRA
 LG0972  PID         -  LG0972
 LG0972  STATE/COUNTY-  NE/LANCASTER
 LG0972  USGS QUAD   -  UNADILLA (1966)
 LG0972
 LG0972                         *CURRENT SURVEY CONTROL
 LG0972  ___________________________________________________________________
 LG0972* NAD 83(1995)-  40 40 59.50231(N)    096 22 06.96394(W)     ADJUSTED  
 LG0972* NAVD 88     -       377.31   (meters)    1237.9    (feet)  GPS OBS   
 LG0972  ___________________________________________________________________
 LG0972  X           -    -537,302.359 (meters)                     COMP
 LG0972  Y           -  -4,813,972.320 (meters)                     COMP
 LG0972  Z           -   4,136,036.319 (meters)                     COMP
 LG0972  LAPLACE CORR-          -8.74  (seconds)                    DEFLEC99
 LG0972  ELLIP HEIGHT-         350.64  (meters)          (03/30/05) GPS OBS
 LG0972  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 LG0972
 LG0972  HORZ ORDER  -  B
 LG0972  ELLP ORDER  -  THIRD     CLASS I
 LG0972
 LG0972.The horizontal coordinates were established by GPS observations
 LG0972.and adjusted by the National Geodetic Survey in March 2005..
 LG0972
 LG0972.The orthometric height was determined by GPS observations and a
 LG0972.high-resolution geoid model using precise GPS observation and
 LG0972.processing techniques.
 LG0972
 LG0972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0972
 LG0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0972
 LG0972.The ellipsoidal height was determined by GPS observations
 LG0972.and is referenced to NAD 83.
 LG0972
 LG0972.The geoid height was determined by GEOID03.
 LG0972
 LG0972;                    North         East     Units Scale Factor Converg.
 LG0972;SPC NE       -   100,803.564   806,822.983   MT  0.99976083   +2 24 23.5
 LG0972;UTM  14      - 4,506,919.694   722,372.801   MT  1.00020870   +1 42 57.8
 LG0972
 LG0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0972!SPC NE       -   0.99994500  x   0.99976083  =   0.99970584
 LG0972!UTM  14      -   0.99994500  x   1.00020870  =   1.00015369
 LG0972
 LG0972|---------------------------------------------------------------------|
 LG0972| PID    Reference Object                     Distance      Geod. Az  |
 LG0972|                                                           dddmmss.s |
 LG0972| CL7963 MYRA RM 1                            16.925 METERS 00139     |
 LG0972| CL7964 MYRA RM 2                            15.928 METERS 17808     |
 LG0972| CL7962 MYRA AZ MK                                         1802915.1 |
 LG0972| LG0981 PALMYRA MUNICIPAL TANK              APPROX. 3.3 KM 3210512.0 |
 LG0972|---------------------------------------------------------------------|
 LG0972
 LG0972                          SUPERSEDED SURVEY CONTROL
 LG0972
 LG0972  NAD 83(1995)-  40 40 59.50363(N)    096 22 06.96337(W) AD(       ) 2
 LG0972  NAD 83(1986)-  40 40 59.51287(N)    096 22 06.96041(W) AD(       ) 2
 LG0972  NAD 27      -  40 40 59.51610(N)    096 22 05.92683(W) AD(       ) 2
 LG0972
 LG0972.Superseded values are not recommended for survey control.
 LG0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0972.See file dsdata.txt to determine how the superseded data were derived.
 LG0972
 LG0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2237306920(NAD 83)
 LG0972_MARKER: DS = TRIANGULATION STATION DISK
 LG0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0972_STAMPING: MYRA 1961
 LG0972_PROJECTION: PROJECTING 5 CENTIMETERS
 LG0972_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LG0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0972+STABILITY: SURFACE MOTION
 LG0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0972+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG0972
 LG0972  HISTORY     - Date     Condition        Report By
 LG0972  HISTORY     - 1961     MONUMENTED       CGS
 LG0972  HISTORY     - 2002     GOOD             NEDR
 LG0972
 LG0972                          STATION DESCRIPTION
 LG0972
 LG0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0972'THE STATION IS 2 MILES SOUTHEAST OF PALMYRA, UPON THE EAST
 LG0972'RIGHT-OF-WAY OF A NORTH-SOUTH ROAD.
 LG0972'
 LG0972'TO REACH THE STATION FROM THE POST OFFICE IN PALMYRA, DRIVE
 LG0972'EAST FOR 0.1 MILE TO A T-ROAD INTERSECTION.  TURN RIGHT AND DRIVE
 LG0972'SOUTH FOR 0.9 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND
 LG0972'DRIVE EAST FOR 0.1 MILE TO A CROSS ROAD.  TURN RIGHT AND DRIVE
 LG0972'SOUTH FOR 0.45 MILE TO THE TOP OF A GRADE AND THE STATION ON THE
 LG0972'LEFT.
 LG0972'
 LG0972'SURFACE STATION MARK, A STANDARD DISK STAMPED MYRA 1961, IS SET
 LG0972'IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT PROJECTING 2
 LG0972'INCHES ABOVE THE GROUND SURFACE.  IT IS 24.0 FEET EAST OF THE
 LG0972'CENTER OF THE ROAD, 9.0 FEET SOUTH OF THE SOUTH GATE POST, 6.0
 LG0972'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN AND 3.0 FEET
 LG0972'WEST OF THE EAST RIGHT-OF-WAY FENCE.
 LG0972'
 LG0972'UNDERGROUND STATION MARK, A STANDARD DISK STAMPED MYRA 1961, IS
 LG0972'SET IN THE TOP OF A MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 LG0972'OF THE GROUND.
 LG0972'
 LG0972'REFERENCE MARK 1, A STANDARD DISK STAMPED MYRA NO 1 1961, IS
 LG0972'SET IN THE TOP OF A CONCRETE MONUMENT, 8 INCHES SQUARE AT THE
 LG0972'TOP, PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 25.0
 LG0972'FEET EAST OF THE CENTER OF THE ROAD AND 1.0 FOOT WEST OF THE
 LG0972'EAST RIGHT-OF-WAY FENCE.
 LG0972'
 LG0972'REFERENCE MARK 2, A STANDARD DISK STAMPED MYRA NO 2 1961, IS
 LG0972'SET IN THE TOP OF A CONCRETE MONUMENT, 8 INCHES SQUARE AT THE
 LG0972'TOP, PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LG0972'27.0 FEET EAST OF THE CENTER OF THE ROAD AND 1.0 FOOT WEST OF
 LG0972'THE EAST RIGHT-OF-WAY FENCE.
 LG0972'
 LG0972'AZIMUTH MARK, A STANDARD DISK STAMPED MYRA 1961, IS SET IN THE TOP
 LG0972'OF A CONCRETE MONUMENT, 8 INCHES SQUARE AT THE TOP, PROJECTING
 LG0972'6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 23.0 FEET WEST OF
 LG0972'THE CENTER OF THE NORTH-SOUTH ROAD, 1.5 FEET EAST OF WEST
 LG0972'RIGHT-OF-WAY FENCE AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST
 LG0972'WITH SIGN.
 LG0972'
 LG0972'THE PICTURE POINT IS THE T-INTERSECTION OF AN EAST-WEST FENCE
 LG0972'WITH THE WEST RIGHT-OF-WAY FENCE OF THE NORTH-SOUTH ROAD.
 LG0972
 LG0972                          STATION RECOVERY (2002)
 LG0972
 LG0972'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002 (DM)
 LG0972'THE STATION IS LOCATED 2 MILES SOUTHEAST OF PALMYRA, NE, UPON THE EAST
 LG0972'RIGHT-OF-WAY OF A  NORTH-SOUTH ROAD.
 LG0972' 
 LG0972'TO REACH THE STATION FROM THE INTERSECTION OF 5TH STREET AND AST= SPUR
 LG0972'66A IN PALMYRA,  NE. GO SOUTH ON SPUR 66A APPROX. 1.0 MILE TO
 LG0972'INTERSECTION OF CO. RD. G= GILES RD. TURN LEFT  (EAST) ON G AND GO
 LG0972'APPROX. 0.99 MILES TO INTERSECTION OF G AND CO. RD. 10, TURN RIGHT
 LG0972'(SOUTH) AND FOLLOW CO. RD. 10 APPOX. 0.44 MILES TO POINT NEAR FARM
 LG0972'DRIVE SOUTH EAST.
 LG0972' 
 LG0972'THE MARK IS NEAR THE SW. CORNER OF SECTION 1, T-8-N, R-9-E.
 LG0972' 
 LG0972'THE STATION IS 19.0 EAST OF CENTERLINE OF CO. RD. 10, 51.87 FEET SE OF
 LG0972'NAIL IN TOP OF FENCE  POST, 21.0 FEET SOUTH OF CENTERLINE OF FARM
 LG0972'DRIVE SE. HALL 255B, 1.0 FEET WEST OF BOTTOM OF  FIBERGLASS WITNESS
 LG0972'POST, 26.40 FEET NW OF NAIL IN POWER POLE, 52.49 FEET NORTH OF
 LG0972'REFERENCE MARK 2, 58.64 FEET NE OF NAIL IN TOP GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0046 ***********************************************************************
 LH0046  DESIGNATION -  N
 LH0046  PID         -  LH0046
 LH0046  STATE/COUNTY-  NE/HALL
 LH0046  USGS QUAD   -  DONIPHAN (1993)
 LH0046
 LH0046                         *CURRENT SURVEY CONTROL
 LH0046  ___________________________________________________________________
 LH0046* NAD 83(1986)-  40 50 43.     (N)    098 22 06.     (W)     SCALED    
 LH0046* NAVD 88     -       571.137  (meters)    1873.81   (feet)  ADJUSTED  
 LH0046  ___________________________________________________________________
 LH0046  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 LH0046  DYNAMIC HT  -         570.833 (meters)    1872.81  (feet)  COMP
 LH0046  MODELED GRAV-     980,073.5   (mgal)                       NAVD 88
 LH0046
 LH0046  VERT ORDER  -  FIRST     CLASS II
 LH0046
 LH0046.The horizontal coordinates were scaled from a topographic map and have
 LH0046.an estimated accuracy of +/- 6 seconds.
 LH0046
 LH0046.The orthometric height was determined by differential leveling
 LH0046.and adjusted by the National Geodetic Survey in June 1991..
 LH0046
 LH0046.The geoid height was determined by GEOID03.
 LH0046
 LH0046.The dynamic height is computed by dividing the NAVD 88
 LH0046.geopotential number by the normal gravity value computed on the
 LH0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0046.degrees latitude (g = 980.6199 gals.).
 LH0046
 LH0046.The modeled gravity was interpolated from observed gravity values.
 LH0046
 LH0046;                    North         East    Units  Estimated Accuracy
 LH0046;SPC NE       -   113,650.      637,560.      MT  (+/- 180 meters Scaled)
 LH0046
 LH0046                          SUPERSEDED SURVEY CONTROL
 LH0046
 LH0046  NGVD 29 (??/??/92)  570.894  (m)         1873.01   (f) ADJ UNCH    1 2
 LH0046
 LH0046.Superseded values are not recommended for survey control.
 LH0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0046.See file dsdata.txt to determine how the superseded data were derived.
 LH0046
 LH0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL532217(NAD 83)
 LH0046_MARKER: Q = CHISELED SQUARE
 LH0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0046+STABILITY: SURFACE MOTION
 LH0046
 LH0046  HISTORY     - Date     Condition        Report By
 LH0046  HISTORY     - UNK      MONUMENTED       CGS
 LH0046  HISTORY     - 1947     GOOD             NGS
 LH0046
 LH0046                          STATION DESCRIPTION
 LH0046
 LH0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0046'5.1 MI N FROM DONIPHAN.
 LH0046'5.1 MILES NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 LH0046'AT DONIPHAN, AT A ROAD CROSSING, 411.0 FEET NORTH OF THE CENTER
 LH0046'LINE OF THE ROAD, 80.5 FEET EAST OF A FENCE, 58.5 FEET WEST OF
 LH0046'THE WEST RAIL OF THE MAIN TRACK, 27.0 FEET NORTH OF A POINT
 LH0046'52.0 FEET WEST OF A RAILWAY SWITCH AT THE NORTH END OF THE SIDING
 LH0046'AT RIVER, 8.0 FEET SOUTH OF A POINT 100.8 FEET WEST OF THE TWELFTH
 LH0046'POLE NORTH OF MILEPOST 245, 3.0 FEET NORTH OF A REFERENCE
 LH0046'POST, THE BOTTOM OF A CHISELED SQUARE, SURROUNDED BY THE LETTERS
 LH0046'USBM CUT IN THE TOP OF A LIMESTONE POST AND PROJECTS 0.1 FOOT
 LH0046'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1222 ***********************************************************************
 NM1222  DESIGNATION -  N 1
 NM1222  PID         -  NM1222
 NM1222  STATE/COUNTY-  NE/MADISON
 NM1222  USGS QUAD   -  NORFOLK (1976)
 NM1222
 NM1222                         *CURRENT SURVEY CONTROL
 NM1222  ___________________________________________________________________
 NM1222* NAD 83(1986)-  42 00 50.     (N)    097 26 05.     (W)     SCALED    
 NM1222* NAVD 88     -       463.832  (meters)    1521.76   (feet)  ADJUSTED  
 NM1222  ___________________________________________________________________
 NM1222  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 NM1222  DYNAMIC HT  -         463.650 (meters)    1521.16  (feet)  COMP
 NM1222  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 NM1222
 NM1222  VERT ORDER  -  FIRST     CLASS II
 NM1222
 NM1222.The horizontal coordinates were scaled from a topographic map and have
 NM1222.an estimated accuracy of +/- 6 seconds.
 NM1222
 NM1222.The orthometric height was determined by differential leveling
 NM1222.and adjusted by the National Geodetic Survey in June 1991..
 NM1222
 NM1222.The geoid height was determined by GEOID03.
 NM1222
 NM1222.The dynamic height is computed by dividing the NAVD 88
 NM1222.geopotential number by the normal gravity value computed on the
 NM1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1222.degrees latitude (g = 980.6199 gals.).
 NM1222
 NM1222.The modeled gravity was interpolated from observed gravity values.
 NM1222
 NM1222;                    North         East    Units  Estimated Accuracy
 NM1222;SPC NE       -   245,250.      712,390.      MT  (+/- 180 meters Scaled)
 NM1222
 NM1222                          SUPERSEDED SURVEY CONTROL
 NM1222
 NM1222  NGVD 29 (??/??/92)  463.654  (m)         1521.17   (f) ADJ UNCH    1 2
 NM1222
 NM1222.Superseded values are not recommended for survey control.
 NM1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1222.See file dsdata.txt to determine how the superseded data were derived.
 NM1222
 NM1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM296525(NAD 83)
 NM1222_MARKER: H = DRILL HOLE
 NM1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1222+STABILITY: SURFACE MOTION
 NM1222
 NM1222  HISTORY     - Date     Condition        Report By
 NM1222  HISTORY     - 1899     MONUMENTED       CGS
 NM1222  HISTORY     - 1940     GOOD             NGS
 NM1222  HISTORY     - 1953     GOOD             NGS
 NM1222  HISTORY     - 1972     GOOD             LOCSUR
 NM1222
 NM1222                          STATION DESCRIPTION
 NM1222
 NM1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NM1222'1.5 MI S FROM NORFOLK.
 NM1222'1.5 MI S ALONG THE UNION PACIFIC RR FROM THE STATION AT NORFOLK,
 NM1222'MADISON COUNTY, AT THE CROSSING OF THE CHICAGO AND NORTH WESTERN
 NM1222'RAILWAY, 53 FT W OF THE CENTER LINE OF THE UPRR TRACK, 39.2 FT
 NM1222'N OF THE CENTER LINE OF THE C AND N W RY TRACK, AND 2.6 FT S
 NM1222'OF A WHITE WOODEN WITNESS POST.  THE BOTTOM OF A SQUARE HOLE,
 NM1222'SURROUNDED BY THE LETTERS USBM CUT IN THE TOP OF A STONE POST
 NM1222'PROJECTING 0.2 FOOT ABOVE GROUND.
 NM1222
 NM1222                          STATION RECOVERY (1953)
 NM1222
 NM1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 NM1222'RECOVERED IN GOOD CONDITION.
 NM1222
 NM1222                          STATION RECOVERY (1972)
 NM1222
 NM1222'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 NM1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0127 ***********************************************************************
 MN0127  DESIGNATION -  N 10
 MN0127  PID         -  MN0127
 MN0127  STATE/COUNTY-  NE/MORRILL
 MN0127  USGS QUAD   -  COWBOY HILL (1986)
 MN0127
 MN0127                         *CURRENT SURVEY CONTROL
 MN0127  ___________________________________________________________________
 MN0127* NAD 83(1986)-  41 59 33.     (N)    102 57 26.     (W)     SCALED    
 MN0127* NAVD 88     -      1244.389  (meters)    4082.63   (feet)  ADJUSTED  
 MN0127  ___________________________________________________________________
 MN0127  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 MN0127  DYNAMIC HT  -        1243.633 (meters)    4080.15  (feet)  COMP
 MN0127  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 MN0127
 MN0127  VERT ORDER  -  FIRST     CLASS II
 MN0127
 MN0127.The horizontal coordinates were scaled from a topographic map and have
 MN0127.an estimated accuracy of +/- 6 seconds.
 MN0127
 MN0127.The orthometric height was determined by differential leveling
 MN0127.and adjusted by the National Geodetic Survey in June 1991..
 MN0127
 MN0127.The geoid height was determined by GEOID03.
 MN0127
 MN0127.The dynamic height is computed by dividing the NAVD 88
 MN0127.geopotential number by the normal gravity value computed on the
 MN0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0127.degrees latitude (g = 980.6199 gals.).
 MN0127
 MN0127.The modeled gravity was interpolated from observed gravity values.
 MN0127
 MN0127;                    North         East    Units  Estimated Accuracy
 MN0127;SPC NE       -   243,910.      255,090.      MT  (+/- 180 meters Scaled)
 MN0127
 MN0127                          SUPERSEDED SURVEY CONTROL
 MN0127
 MN0127  NGVD 29 (??/??/92) 1243.784  (m)         4080.65   (f) ADJ UNCH    1 2
 MN0127
 MN0127.Superseded values are not recommended for survey control.
 MN0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0127.See file dsdata.txt to determine how the superseded data were derived.
 MN0127
 MN0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG692509(NAD 83)
 MN0127_MARKER: DB = BENCH MARK DISK
 MN0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0127_SP_SET: CONCRETE POST
 MN0127_STAMPING: N 10 1933 4080.405
 MN0127_MARK LOGO: CGS   
 MN0127_PROJECTION: RECESSED 2 CENTIMETERS
 MN0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0127+STABILITY: SURFACE MOTION
 MN0127
 MN0127  HISTORY     - Date     Condition        Report By
 MN0127  HISTORY     - 1933     MONUMENTED       CGS
 MN0127  HISTORY     - 1956     GOOD             NGS
 MN0127  HISTORY     - 1985     GOOD             NGS
 MN0127
 MN0127                          STATION DESCRIPTION
 MN0127
 MN0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MN0127'8.6 MI SW FROM ALLIANCE.
 MN0127'8.6 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0127'RAILROAD FROM THE STATION AT ALLIANCE, 0.7 MILE SOUTH OF THE
 MN0127'BOX BUTTE AND MORRILL COUNTY LINE, 0.6 MILE SOUTH OF MILEPOST
 MN0127'8, AT AN ABANDONED ROAD CROSSING, 74.5 FEET EAST OF THE CENTER
 MN0127'LINE OF STATE HIGHWAY 19, 55.2 FEET WEST OF THE WEST RAIL, 5
 MN0127'FEET NORTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE
 MN0127'POLES, 2 FEET SOUTH OF A WITNESS POST, 14 FEET SOUTH OF THE
 MN0127'CENTER LINE OF AN ABANDONED ROAD, SET IN THE TOP OF A CONCRETE
 MN0127'POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND, IN THE
 MN0127'SOUTHEAST 1/4 OF SECTION 2, TOWNSHIP 23 NORTH, RANGE 49 WEST.
 MN0127
 MN0127                          STATION RECOVERY (1985)
 MN0127
 MN0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0127'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.84 KM (8.6
 MN0127'MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS STATION
 MN0127'AT ALLIANCE, 1.13 KM (0.7 MI) SOUTH OF THE BOX BUTTE-MORRILL COUNTY
 MN0127'LINE, 0.64 KM (0.4 MI) NORTHEAST OF RAILROAD MILEPOLE 9 AT AN
 MN0127'ABANDONED ROAD CROSSING, 16.83 METERS (55.2 FT) WEST OF THE WEST RAIL,
 MN0127'68.29 METERS (224 FT) EAST OF THE CENTER OF US HIGHWAY 395, 22.71
 MN0127'METERS (74.5 FT) EAST OF THE CENTER OF THE ABANDONED HIGHWAY, 4.27
 MN0127'METERS (14 FT) SOUTH OF THE CENTER OF THE ABANDONED ROAD AND 0.61
 MN0127'METER (2 FT) SOUTH OF A WOODEN WITNESS POST.
 MN0127'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 MN0127'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0370 ***********************************************************************
 NP0370  DESIGNATION -  N 11
 NP0370  PID         -  NP0370
 NP0370  STATE/COUNTY-  NE/DAWES
 NP0370  USGS QUAD   -  MARSLAND (1983)
 NP0370
 NP0370                         *CURRENT SURVEY CONTROL
 NP0370  ___________________________________________________________________
 NP0370* NAD 83(1986)-  42 27 57.     (N)    103 17 52.     (W)     SCALED    
 NP0370* NAVD 88     -      1284.135  (meters)    4213.03   (feet)  ADJUSTED  
 NP0370  ___________________________________________________________________
 NP0370  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 NP0370  DYNAMIC HT  -        1283.374 (meters)    4210.54  (feet)  COMP
 NP0370  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 NP0370
 NP0370  VERT ORDER  -  FIRST     CLASS II
 NP0370
 NP0370.The horizontal coordinates were scaled from a topographic map and have
 NP0370.an estimated accuracy of +/- 6 seconds.
 NP0370
 NP0370.The orthometric height was determined by differential leveling
 NP0370.and adjusted by the National Geodetic Survey in June 1991..
 NP0370.WARNING-Repeat measurements at this control monument indicate possible
 NP0370.vertical movement.
 NP0370
 NP0370.The geoid height was determined by GEOID03.
 NP0370
 NP0370.The dynamic height is computed by dividing the NAVD 88
 NP0370.geopotential number by the normal gravity value computed on the
 NP0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0370.degrees latitude (g = 980.6199 gals.).
 NP0370
 NP0370.The modeled gravity was interpolated from observed gravity values.
 NP0370
 NP0370;                    North         East    Units  Estimated Accuracy
 NP0370;SPC NE       -   297,460.      228,900.      MT  (+/- 180 meters Scaled)
 NP0370
 NP0370                          SUPERSEDED SURVEY CONTROL
 NP0370
 NP0370  NGVD 29 (??/??/92) 1283.470  (m)         4210.85   (f) ADJ UNCH    1 2
 NP0370
 NP0370.Superseded values are not recommended for survey control.
 NP0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0370.See file dsdata.txt to determine how the superseded data were derived.
 NP0370
 NP0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH399029(NAD 83)
 NP0370_MARKER: DB = BENCH MARK DISK
 NP0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0370_SP_SET: CONCRETE POST
 NP0370_STAMPING: N 11 1933 4210.477
 NP0370_MARK LOGO: CGS   
 NP0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0370+STABILITY: SURFACE MOTION
 NP0370
 NP0370  HISTORY     - Date     Condition        Report By
 NP0370  HISTORY     - 1933     MONUMENTED       CGS
 NP0370  HISTORY     - 1956     GOOD             NGS
 NP0370  HISTORY     - 1985     GOOD             NGS
 NP0370
 NP0370                          STATION DESCRIPTION
 NP0370
 NP0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0370'1.4 MI N FROM MARSLAND.
 NP0370'1.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0370'RAILROAD FROM THE STATION SIGN AT MARSLAND, 96 FEET SOUTHWEST
 NP0370'OF MILEPOST 402, 44.5 FEET WEST OF THE WEST RAIL, 19 FEET
 NP0370'SOUTH OF THE CENTER OF A STEEL GATE, 2.5 FEET EAST OF A FENCE,
 NP0370'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NP0370'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, IN THE NORTHWEST
 NP0370'1/4 OF SECTION 27, TOWNSHIP 29 NORTH, RANGE 51 WEST.
 NP0370
 NP0370                          STATION RECOVERY (1985)
 NP0370
 NP0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0370'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0370'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 2.41 KM
 NP0370'(1.5 MI) NORTH ALONG THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0189 ***********************************************************************
 LH0189  DESIGNATION -  N 117
 LH0189  PID         -  LH0189
 LH0189  STATE/COUNTY-  NE/HALL
 LH0189  USGS QUAD   -  GRAND ISLAND (1993)
 LH0189
 LH0189                         *CURRENT SURVEY CONTROL
 LH0189  ___________________________________________________________________
 LH0189* NAD 83(1986)-  40 59 20.     (N)    098 20 09.     (W)     SCALED    
 LH0189* NAVD 88     -       562.047  (meters)    1843.98   (feet)  ADJUSTED  
 LH0189  ___________________________________________________________________
 LH0189  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 LH0189  DYNAMIC HT  -         561.752 (meters)    1843.01  (feet)  COMP
 LH0189  MODELED GRAV-     980,082.6   (mgal)                       NAVD 88
 LH0189
 LH0189  VERT ORDER  -  SECOND    CLASS 0
 LH0189
 LH0189.The horizontal coordinates were scaled from a topographic map and have
 LH0189.an estimated accuracy of +/- 6 seconds.
 LH0189
 LH0189.The orthometric height was determined by differential leveling
 LH0189.and adjusted by the National Geodetic Survey in June 1991..
 LH0189.WARNING-Repeat measurements at this control monument indicate possible
 LH0189.vertical movement.
 LH0189
 LH0189.The geoid height was determined by GEOID03.
 LH0189
 LH0189.The dynamic height is computed by dividing the NAVD 88
 LH0189.geopotential number by the normal gravity value computed on the
 LH0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0189.degrees latitude (g = 980.6199 gals.).
 LH0189
 LH0189.The modeled gravity was interpolated from observed gravity values.
 LH0189
 LH0189;                    North         East    Units  Estimated Accuracy
 LH0189;SPC NE       -   129,650.      639,990.      MT  (+/- 180 meters Scaled)
 LH0189
 LH0189                          SUPERSEDED SURVEY CONTROL
 LH0189
 LH0189  NGVD 29 (??/??/92)  561.813  (m)         1843.21   (f) ADJ UNCH    2 0
 LH0189
 LH0189.Superseded values are not recommended for survey control.
 LH0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0189.See file dsdata.txt to determine how the superseded data were derived.
 LH0189
 LH0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL558377(NAD 83)
 LH0189_MARKER: DB = BENCH MARK DISK
 LH0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0189_STAMPING: N 117 1935
 LH0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0189+STABILITY: SURFACE MOTION
 LH0189
 LH0189  HISTORY     - Date     Condition        Report By
 LH0189  HISTORY     - 1935     MONUMENTED       CGS
 LH0189  HISTORY     - 1950     GOOD             NGS
 LH0189
 LH0189                          STATION DESCRIPTION
 LH0189
 LH0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0189'4.6 MI N FROM GRAND ISLAND.
 LH0189'4.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0189'AT GRAND ISLAND, HALL COUNTY, AT MILEAGE 4.60, 88 FEET NORTHEAST
 LH0189'OF THE CENTER LINE OF A CATTLE GUARD, AT A ROAD CROSSING, 47 FEET
 LH0189'EAST OF THE EAST RAIL, 44 FEET NORTH OF THE CENTER LINE OF THE
 LH0189'EAST-AND-WEST ROAD, AND 7 FEET WEST OF THE EAST RIGHT-OF-WAY
 LH0189'FENCE.  A STANDARD DISK, STAMPED N 117 1935 AND SET IN THE TOP
 LH0189'OF A CONCRETE POST.
 LH0189
 LH0189                          STATION RECOVERY (1950)
 LH0189
 LH0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LH0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0081 ***********************************************************************
 ML0081  DESIGNATION -  N 118
 ML0081  PID         -  ML0081
 ML0081  STATE/COUNTY-  NE/GREELEY
 ML0081  USGS QUAD   -  SPALDING (1985)
 ML0081
 ML0081                         *CURRENT SURVEY CONTROL
 ML0081  ___________________________________________________________________
 ML0081* NAD 83(1986)-  41 38 02.     (N)    098 22 05.     (W)     SCALED    
 ML0081* NAVD 88     -       589.622  (meters)    1934.45   (feet)  ADJUSTED  
 ML0081  ___________________________________________________________________
 ML0081  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 ML0081  DYNAMIC HT  -         589.339 (meters)    1933.52  (feet)  COMP
 ML0081  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 ML0081
 ML0081  VERT ORDER  -  SECOND    CLASS 0
 ML0081
 ML0081.The horizontal coordinates were scaled from a topographic map and have
 ML0081.an estimated accuracy of +/- 6 seconds.
 ML0081
 ML0081.The orthometric height was determined by differential leveling
 ML0081.and adjusted by the National Geodetic Survey in June 1991..
 ML0081
 ML0081.The geoid height was determined by GEOID03.
 ML0081
 ML0081.The dynamic height is computed by dividing the NAVD 88
 ML0081.geopotential number by the normal gravity value computed on the
 ML0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0081.degrees latitude (g = 980.6199 gals.).
 ML0081
 ML0081.The modeled gravity was interpolated from observed gravity values.
 ML0081
 ML0081;                    North         East    Units  Estimated Accuracy
 ML0081;SPC NE       -   201,190.      635,930.      MT  (+/- 180 meters Scaled)
 ML0081
 ML0081                          SUPERSEDED SURVEY CONTROL
 ML0081
 ML0081  NGVD 29 (??/??/92)  589.381  (m)         1933.66   (f) ADJ UNCH    2 0
 ML0081
 ML0081.Superseded values are not recommended for survey control.
 ML0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0081.See file dsdata.txt to determine how the superseded data were derived.
 ML0081
 ML0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM526093(NAD 83)
 ML0081_MARKER: DB = BENCH MARK DISK
 ML0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0081_STAMPING: N 118-1935
 ML0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0081+STABILITY: SURFACE MOTION
 ML0081
 ML0081  HISTORY     - Date     Condition        Report By
 ML0081  HISTORY     - 1935     MONUMENTED       CGS
 ML0081
 ML0081                          STATION DESCRIPTION
 ML0081
 ML0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0081'3.5 MI S FROM SPALDING.
 ML0081'3.5 MILES SOUTH OF POST OFFICE.  3.7 MI S OF UP RY STA.  ALONG
 ML0081'U.S. HIGHWAY NO. 281 BETWEEN ST. PAUL AND SPALDING, IN THE
 ML0081'NORTHEAST CORNER OF A SMALL ORCHARD, 37.2 FEET WEST OF THE
 ML0081'CENTER LINE OF THE HIGHWAY, 4.4 FEET WEST OF THE RIGHT OF WAY
 ML0081'FENCE, 1.0 FEET SOUTH OF THE LINE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0081 ***********************************************************************
 MM0081  DESIGNATION -  N 119
 MM0081  PID         -  MM0081
 MM0081  STATE/COUNTY-  NE/CUSTER
 MM0081  USGS QUAD   -  ODENCRANZE TABLE SOUTH (1972)
 MM0081
 MM0081                         *CURRENT SURVEY CONTROL
 MM0081  ___________________________________________________________________
 MM0081* NAD 83(1986)-  41 04 08.     (N)    100 10 52.     (W)     SCALED    
 MM0081* NAVD 88     -       863.894  (meters)    2834.29   (feet)  ADJUSTED  
 MM0081  ___________________________________________________________________
 MM0081  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 MM0081  DYNAMIC HT  -         863.398 (meters)    2832.66  (feet)  COMP
 MM0081  MODELED GRAV-     980,020.4   (mgal)                       NAVD 88
 MM0081
 MM0081  VERT ORDER  -  SECOND    CLASS 0
 MM0081
 MM0081.The horizontal coordinates were scaled from a topographic map and have
 MM0081.an estimated accuracy of +/- 6 seconds.
 MM0081
 MM0081.The orthometric height was determined by differential leveling
 MM0081.and adjusted by the National Geodetic Survey in June 1991..
 MM0081
 MM0081.The geoid height was determined by GEOID03.
 MM0081
 MM0081.The dynamic height is computed by dividing the NAVD 88
 MM0081.geopotential number by the normal gravity value computed on the
 MM0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0081.degrees latitude (g = 980.6199 gals.).
 MM0081
 MM0081.The modeled gravity was interpolated from observed gravity values.
 MM0081
 MM0081;                    North         East    Units  Estimated Accuracy
 MM0081;SPC NE       -   137,200.      484,780.      MT  (+/- 180 meters Scaled)
 MM0081
 MM0081                          SUPERSEDED SURVEY CONTROL
 MM0081
 MM0081  NGVD 29 (??/??/92)  863.617  (m)         2833.38   (f) ADJ UNCH    2 0
 MM0081
 MM0081.Superseded values are not recommended for survey control.
 MM0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0081.See file dsdata.txt to determine how the superseded data were derived.
 MM0081
 MM0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML007470(NAD 83)
 MM0081_MARKER: DB = BENCH MARK DISK
 MM0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0081_STAMPING: N 119 1934
 MM0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0081+STABILITY: SURFACE MOTION
 MM0081
 MM0081  HISTORY     - Date     Condition        Report By
 MM0081  HISTORY     - 1934     MONUMENTED       CGS
 MM0081  HISTORY     - 1942     GOOD             NGS
 MM0081  HISTORY     - 1972     MARK NOT FOUND   NGS
 MM0081
 MM0081                          STATION DESCRIPTION
 MM0081
 MM0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MM0081'10.2 MI N FROM GOTHENBURG.
 MM0081'IN CUSTER COUNTY, 10.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM
 MM0081'THE POST OFFICE AT GOTHENBURG, DAWSON COUNTY, AT A FLAT STRETCH
 MM0081'BETWEEN TWO HILLS, ABOUT 85 YARDS SOUTH OF A FENCE LEADING
 MM0081'EAST, AND 31.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 MM0081'STANDARD DISK, STAMPED N 119 1934 AND SET IN THE TOP OF A
 MM0081'CONCRETE POST.  NOTE-- AT THE EDGE OF A PLOWED FIELD, THE POST
 MM0081'LEANS 2 DEGREES WEST.
 MM0081
 MM0081                          STATION RECOVERY (1972)
 MM0081
 MM0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0017 ***********************************************************************
 LG0017  DESIGNATION -  N 12
 LG0017  PID         -  LG0017
 LG0017  STATE/COUNTY-  NE/OTOE
 LG0017  USGS QUAD   -  SYRACUSE (1966)
 LG0017
 LG0017                         *CURRENT SURVEY CONTROL
 LG0017  ___________________________________________________________________
 LG0017* NAD 83(1986)-  40 39 24.     (N)    096 11 15.     (W)     SCALED    
 LG0017* NAVD 88     -       318.703  (meters)    1045.61   (feet)  ADJUSTED  
 LG0017  ___________________________________________________________________
 LG0017  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 LG0017  DYNAMIC HT  -         318.544 (meters)    1045.09  (feet)  COMP
 LG0017  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 LG0017
 LG0017  VERT ORDER  -  FIRST     CLASS II
 LG0017
 LG0017.The horizontal coordinates were scaled from a topographic map and have
 LG0017.an estimated accuracy of +/- 6 seconds.
 LG0017
 LG0017.The orthometric height was determined by differential leveling
 LG0017.and adjusted by the National Geodetic Survey in June 1991..
 LG0017.WARNING-Repeat measurements at this control monument indicate possible
 LG0017.vertical movement.
 LG0017
 LG0017.The geoid height was determined by GEOID03.
 LG0017
 LG0017.The dynamic height is computed by dividing the NAVD 88
 LG0017.geopotential number by the normal gravity value computed on the
 LG0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0017.degrees latitude (g = 980.6199 gals.).
 LG0017
 LG0017.The modeled gravity was interpolated from observed gravity values.
 LG0017
 LG0017;                    North         East    Units  Estimated Accuracy
 LG0017;SPC NE       -    98,520.      822,250.      MT  (+/- 180 meters Scaled)
 LG0017
 LG0017                          SUPERSEDED SURVEY CONTROL
 LG0017
 LG0017  NGVD 29 (??/??/92)  318.592  (m)         1045.25   (f) ADJ UNCH    1 2
 LG0017
 LG0017.Superseded values are not recommended for survey control.
 LG0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0017.See file dsdata.txt to determine how the superseded data were derived.
 LG0017
 LG0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL377044(NAD 83)
 LG0017_MARKER: DB = BENCH MARK DISK
 LG0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0017_SP_SET: CONCRETE POST
 LG0017_STAMPING: N 12 1933 1044.742
 LG0017_MARK LOGO: CGS   
 LG0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0017+STABILITY: SURFACE MOTION
 LG0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0017+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG0017
 LG0017  HISTORY     - Date     Condition        Report By
 LG0017  HISTORY     - 1933     MONUMENTED       CGS
 LG0017  HISTORY     - 1940     GOOD             NGS
 LG0017  HISTORY     - 19911022 GOOD             NGS
 LG0017
 LG0017                          STATION DESCRIPTION
 LG0017
 LG0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0017'AT SYRACUSE.
 LG0017'AT SYRACUSE, OTOE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0017'RAILROAD, 800 FEET WEST OF THE STATION, 457 FEET EAST OF THE WEST
 LG0017'SWITCH, AT THE MOHAWK STREET CROSSING, 46 FEET WEST OF THE
 LG0017'CENTERLINE OF THE STREET, 32.6 FEET SOUTH OF THE CENTERLINE OF THE
 LG0017'TRACK, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 LG0017'DISK, STAMPED 1044.742 N 12 1933 AND SET IN THE TOP OF A CONCRETE
 LG0017'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0017
 LG0017                          STATION RECOVERY (1991)
 LG0017
 LG0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0017'IN SYRACUSE, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 LG0017'AND MOHAWK STREET, 13.8 M (45.3 FT) WEST OF AND LEVEL WITH THE STREET
 LG0017'CENTER, 10.2 M (33.5 FT) NORTHWEST OF A UTILITY LIGHT POLE WITH A GUY
 LG0017'CABLE AND A METER BOX ATTACHED, 9.2 M (30.2 FT) SOUTHWEST OF THE NEAR
 LG0017'RAIL, 4.5 M (14.8 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 LG0017'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0041 ***********************************************************************
 MM0041  DESIGNATION -  N 120
 MM0041  PID         -  MM0041
 MM0041  STATE/COUNTY-  NE/LOGAN
 MM0041  USGS QUAD   -  LOGAN (1972)
 MM0041
 MM0041                         *CURRENT SURVEY CONTROL
 MM0041  ___________________________________________________________________
 MM0041* NAD 83(1986)-  41 27 25.     (N)    100 15 09.     (W)     SCALED    
 MM0041* NAVD 88     -       837.172  (meters)    2746.62   (feet)  ADJUSTED  
 MM0041  ___________________________________________________________________
 MM0041  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 MM0041  DYNAMIC HT  -         836.731 (meters)    2745.18  (feet)  COMP
 MM0041  MODELED GRAV-     980,068.6   (mgal)                       NAVD 88
 MM0041
 MM0041  VERT ORDER  -  SECOND    CLASS 0
 MM0041
 MM0041.The horizontal coordinates were scaled from a topographic map and have
 MM0041.an estimated accuracy of +/- 6 seconds.
 MM0041
 MM0041.The orthometric height was determined by differential leveling
 MM0041.and adjusted by the National Geodetic Survey in June 1991..
 MM0041
 MM0041.The geoid height was determined by GEOID03.
 MM0041
 MM0041.The dynamic height is computed by dividing the NAVD 88
 MM0041.geopotential number by the normal gravity value computed on the
 MM0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0041.degrees latitude (g = 980.6199 gals.).
 MM0041
 MM0041.The modeled gravity was interpolated from observed gravity values.
 MM0041
 MM0041;                    North         East    Units  Estimated Accuracy
 MM0041;SPC NE       -   180,290.      478,910.      MT  (+/- 180 meters Scaled)
 MM0041
 MM0041                          SUPERSEDED SURVEY CONTROL
 MM0041
 MM0041  NGVD 29 (??/??/92)  836.913  (m)         2745.77   (f) ADJ UNCH    2 0
 MM0041
 MM0041.Superseded values are not recommended for survey control.
 MM0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0041.See file dsdata.txt to determine how the superseded data were derived.
 MM0041
 MM0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL953902(NAD 83)
 MM0041_MARKER: DB = BENCH MARK DISK
 MM0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0041_STAMPING: N 120 1934
 MM0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0041+STABILITY: SURFACE MOTION
 MM0041
 MM0041  HISTORY     - Date     Condition        Report By
 MM0041  HISTORY     - 1934     MONUMENTED       CGS
 MM0041  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0041
 MM0041                          STATION DESCRIPTION
 MM0041
 MM0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0041'4 MI NW FROM ARNOLD.
 MM0041'IN LOGAN COUNTY, ABOUT 4.0 MILES NORTHWEST ALONG THE UNION
 MM0041'PACIFIC RAILROAD FROM THE STATION AT ARNOLD, CUSTER COUNTY, ABOUT
 MM0041'3-1/2 POLES NORTHWEST OF MILEPOST 87, ABOUT 92 FEET NORTH OF
 MM0041'CATTLE GATE 87.12, 39 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MM0041'MAIN TRACK, AND 26.8 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD
 MM0041'PARALLELING THE TRACK.  A STANDARD DISK, STAMPED N 120 1934 AND
 MM0041'SET IN THE TOP OF A CONCRETE POST.
 MM0041
 MM0041                          STATION RECOVERY (1972)
 MM0041
 MM0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0218 ***********************************************************************
 NN0218  CBN         -  This is a Cooperative Base Network Control Station.
 NN0218  DESIGNATION -  N 121
 NN0218  PID         -  NN0218
 NN0218  STATE/COUNTY-  NE/WHEELER
 NN0218  USGS QUAD   -  GOOSE LAKE SW (1986)
 NN0218
 NN0218                         *CURRENT SURVEY CONTROL
 NN0218  ___________________________________________________________________
 NN0218* NAD 83(1995)-  42 04 24.57570(N)    098 38 41.20161(W)     ADJUSTED  
 NN0218* NAVD 88     -       639.678  (meters)    2098.68   (feet)  ADJUSTED  
 NN0218  ___________________________________________________________________
 NN0218  X           -    -712,759.196 (meters)                     COMP
 NN0218  Y           -  -4,688,117.151 (meters)                     COMP
 NN0218  Z           -   4,252,079.353 (meters)                     COMP
 NN0218  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 NN0218  ELLIP HEIGHT-         615.73  (meters)          (07/10/01) GPS OBS
 NN0218  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 NN0218  DYNAMIC HT  -         639.411 (meters)    2097.80  (feet)  COMP
 NN0218  MODELED GRAV-     980,183.0   (mgal)                       NAVD 88
 NN0218
 NN0218  HORZ ORDER  -  B
 NN0218  VERT ORDER  -  SECOND    CLASS 0
 NN0218  ELLP ORDER  -  FOURTH    CLASS I
 NN0218
 NN0218.The horizontal coordinates were established by GPS observations
 NN0218.and adjusted by the National Geodetic Survey in June 1996..
 NN0218
 NN0218.The orthometric height was determined by differential leveling
 NN0218.and adjusted by the National Geodetic Survey in June 1991..
 NN0218.WARNING-GPS observations at this control monument resulted in a GPS
 NN0218.derived orthometric height which differed from the leveled height by
 NN0218.more than one decimeter (0.1 meter).
 NN0218
 NN0218.Photographs are available for this station.
 NN0218
 NN0218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0218
 NN0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0218
 NN0218.The ellipsoidal height was determined by GPS observations
 NN0218.and is referenced to NAD 83.
 NN0218
 NN0218.The geoid height was determined by GEOID03.
 NN0218
 NN0218.The dynamic height is computed by dividing the NAVD 88
 NN0218.geopotential number by the normal gravity value computed on the
 NN0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0218.degrees latitude (g = 980.6199 gals.).
 NN0218
 NN0218.The modeled gravity was interpolated from observed gravity values.
 NN0218
 NN0218;                    North         East     Units Scale Factor Converg.
 NN0218;SPC NE       -   249,597.449   612,114.482   MT  0.99970761   +0 53 53.2
 NN0218;UTM  14      - 4,657,997.187   529,384.767   MT  0.99961062   +0 14 16.9
 NN0218
 NN0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0218!SPC NE       -   0.99990344  x   0.99970761  =   0.99961108
 NN0218!UTM  14      -   0.99990344  x   0.99961062  =   0.99951410
 NN0218
 NN0218                          SUPERSEDED SURVEY CONTROL
 NN0218
 NN0218  ELLIP H (06/25/96)  615.81   (m)                       GP(       ) 1 1
 NN0218  NAVD 88 (06/30/05)  639.68   (m)         2098.7    (f) LEVELING    3  
 NN0218  NAVD 88 (06/25/96)  639.68   (m)         2098.7    (f) LEVELING    3  
 NN0218  NGVD 29 (??/??/92)  639.452  (m)         2097.94   (f) ADJ UNCH    2 0
 NN0218
 NN0218.Superseded values are not recommended for survey control.
 NN0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0218.See file dsdata.txt to determine how the superseded data were derived.
 NN0218
 NN0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2938557997(NAD 83)
 NN0218_MARKER: DB = BENCH MARK DISK
 NN0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0218_STAMPING: N 121 1935
 NN0218_MARK LOGO: CGS   
 NN0218_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0218+STABILITY: SURFACE MOTION
 NN0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0218+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2002
 NN0218
 NN0218  HISTORY     - Date     Condition        Report By
 NN0218  HISTORY     - 1935     MONUMENTED       CGS
 NN0218  HISTORY     - 1938     GOOD             NGS
 NN0218  HISTORY     - 19950608 GOOD             NGS
 NN0218  HISTORY     - 20021104 GOOD             NEDR
 NN0218
 NN0218                          STATION DESCRIPTION
 NN0218
 NN0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0218'15 MI N FROM BARTLETT.
 NN0218'15.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT
 NN0218'BARTLETT, WHEELER COUNTY, AT A ROAD INTERSECTION, 39 FEET EAST
 NN0218'OF THE CENTER LINE OF THE HIGHWAY, 27 FEET NORTH OF THE CENTER
 NN0218'LINE OF THE ROAD, 5.5 FEET SOUTHEAST OF A FENCE CORNER, AND
 NN0218'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 NN0218'N 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0218
 NN0218                          STATION RECOVERY (1938)
 NN0218
 NN0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 NN0218'RECOVERED IN GOOD CONDITION.
 NN0218
 NN0218                          STATION RECOVERY (1995)
 NN0218
 NN0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0218'THE MARK IS LOCATED ABOUT 14.0 MI (22.5 KM) NORTH-NORTHWEST OF
 NN0218'BARTLETT, 7.5 MI (12.1 KM) NORTHWEST OF THE SETTLEMENT OF
 NN0218'CUMMINSVILLE, WHICH IS AT THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 NN0218'HIGHWAY 70 LEADING EAST, 1.0 MI (1.6 KM) SOUTH OF THE HOLT-WHEELER
 NN0218'COUNTY LINE, AT A COUNTY ROAD LEADING EAST FROM U.S. HIGHWAY 281 AND
 NN0218'ON THE NORTH RIGHT-OF-WAY OF THE GRAVELED COUNTY ROAD, IN THE SW1/4,
 NN0218'SEC6, T24N, R11W.  TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY
 NN0218'281 AND STATE HIGHWAY 70, 7 MI (11.3 KM) NORTH OF BARTLETT, GO
 NN0218'NORTHWEST AND NORTH ON U.S. HIGHWAY 281 FOR 8.2 MI (13.2 KM) TO A
 NN0218'GRAVELED COUNTY ROAD ON THE RIGHT AND THE MARK IN THE NORTHEAST ANGLE
 NN0218'OF THE INTERSECTION.  THE DISK IS SET INTO THE TOP OF A SQUARE
 NN0218'CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.4 FT (12.2 CM) BELOW THE
 NN0218'GROUND SURFACE.  IT IS 91.0 FT (27.7 M) EAST OF THE CENTERLINE OF THE
 NN0218'HIGHWAY, 27.5 FT (8.4 M) NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 NN0218'11.6 FT (3.5 M) NORTHEAST OF THE EAST END OF THE NORTH HEADWALL OF A
 NN0218'CONCRETE CULVERT UNDER THE COUNTY ROAD, 4.6 FT (1.4 M) SOUTHEAST OF A
 NN0218'FENCE CORNER POST, 3.0 FT (0.9 M) SOUTH OF THE NORTH RIGHT-OF-WAY
 NN0218'FENCE, 2.4 FT (0.7 M) SOUTHWEST OF THE WEST SUPPORT POST OF A SIGN FOR
 NN0218'THE BURTWISTLE RANCH, 1.9 FT (0.6 M) WEST OF A WITNESS POST AND ABOUT
 NN0218'1 FT (0.3 M) LOWER THAN THE COUNTY ROAD.  REBAR WAS DRIVEN ALONG THE
 NN0218'SOUTH SIDE OF THE MARK.
 NN0218
 NN0218                          STATION RECOVERY (2002)
 NN0218
 NN0218'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 NN0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0735 ***********************************************************************
 ML0735  DESIGNATION -  N 122 RESET
 ML0735  PID         -  ML0735
 ML0735  STATE/COUNTY-  NE/BUFFALO
 ML0735  USGS QUAD   -  HAZARD (1978)
 ML0735
 ML0735                         *CURRENT SURVEY CONTROL
 ML0735  ___________________________________________________________________
 ML0735* NAD 83(1986)-  41 01 05.     (N)    099 04 59.     (W)     SCALED    
 ML0735* NAVD 88     -       674.53   (meters)    2213.0    (feet)  RESET     
 ML0735  ___________________________________________________________________
 ML0735  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 ML0735
 ML0735  VERT ORDER  -  THIRD
 ML0735
 ML0735.The horizontal coordinates were scaled from a topographic map and have
 ML0735.an estimated accuracy of +/- 6 seconds.
 ML0735
 ML0735.The orthometric height was computed from unverified reset data.
 ML0735
 ML0735.The geoid height was determined by GEOID03.
 ML0735
 ML0735;                    North         East    Units  Estimated Accuracy
 ML0735;SPC NE       -   131,940.      577,100.      MT  (+/- 180 meters Scaled)
 ML0735
 ML0735                          SUPERSEDED SURVEY CONTROL
 ML0735
 ML0735  NGVD 29 (??/??/??)  674.29   (m)         2212.2    (f) RESET       3  
 ML0735
 ML0735.Superseded values are not recommended for survey control.
 ML0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0735.See file dsdata.txt to determine how the superseded data were derived.
 ML0735
 ML0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML930407(NAD 83)
 ML0735_MARKER: DB = BENCH MARK DISK
 ML0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0735_STAMPING: N 122 RESET 1959
 ML0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0735+STABILITY: SURFACE MOTION
 ML0735
 ML0735  HISTORY     - Date     Condition        Report By
 ML0735  HISTORY     - 1959     MONUMENTED       NEDR
 ML0735  HISTORY     - 1978     GOOD             LOCENG
 ML0735
 ML0735                          STATION DESCRIPTION
 ML0735
 ML0735'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 ML0735'3.9 MI N FROM PLEASANTON.
 ML0735'THIS MARK IS LOCATED 3.9 MILES NORTH ALONG STATE HIGHWAY 10
 ML0735'FROM THE POST OFFICE AT PLEASANTON, 60 FEET WEST OF THE
 ML0735'CENTERLINE OF HIGHWAY 10, 39 FEET NORTH FROM THE CENTERLINE
 ML0735'OF EAST-WEST COUNTY ROAD, 4 FEET NORTH OF EAST-WEST FENCE
 ML0735'LINE, 6 INCHES EAST OF NORTH-SOUTH FENCE LINE, 35 FEET
 ML0735'EAST OF KANSAS-NEBRASKA NATURAL GAS COMPANY SHUT OFF VALVE
 ML0735'AND SET IN THE TOP OF A CONCRETE POST.
 ML0735
 ML0735                          STATION RECOVERY (1978)
 ML0735
 ML0735'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 ML0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0486 ***********************************************************************
 ML0486  DESIGNATION -  N 125
 ML0486  PID         -  ML0486
 ML0486  STATE/COUNTY-  NE/VALLEY
 ML0486  USGS QUAD   -  ORD SE (1985)
 ML0486
 ML0486                         *CURRENT SURVEY CONTROL
 ML0486  ___________________________________________________________________
 ML0486* NAD 83(1986)-  41 31 28.     (N)    098 46 44.     (W)     SCALED    
 ML0486* NAVD 88     -       605.924  (meters)    1987.94   (feet)  ADJUSTED  
 ML0486  ___________________________________________________________________
 ML0486  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 ML0486  DYNAMIC HT  -         605.627 (meters)    1986.96  (feet)  COMP
 ML0486  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 ML0486
 ML0486  VERT ORDER  -  SECOND    CLASS 0
 ML0486
 ML0486.The horizontal coordinates were scaled from a topographic map and have
 ML0486.an estimated accuracy of +/- 6 seconds.
 ML0486
 ML0486.The orthometric height was determined by differential leveling
 ML0486.and adjusted by the National Geodetic Survey in June 1991..
 ML0486
 ML0486.The geoid height was determined by GEOID03.
 ML0486
 ML0486.The dynamic height is computed by dividing the NAVD 88
 ML0486.geopotential number by the normal gravity value computed on the
 ML0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0486.degrees latitude (g = 980.6199 gals.).
 ML0486
 ML0486.The modeled gravity was interpolated from observed gravity values.
 ML0486
 ML0486;                    North         East    Units  Estimated Accuracy
 ML0486;SPC NE       -   188,480.      601,880.      MT  (+/- 180 meters Scaled)
 ML0486
 ML0486                          SUPERSEDED SURVEY CONTROL
 ML0486
 ML0486  NGVD 29 (??/??/92)  605.672  (m)         1987.11   (f) ADJ UNCH    2 0
 ML0486
 ML0486.Superseded values are not recommended for survey control.
 ML0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0486.See file dsdata.txt to determine how the superseded data were derived.
 ML0486
 ML0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL184970(NAD 83)
 ML0486_MARKER: DB = BENCH MARK DISK
 ML0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0486_STAMPING: N-125-1935
 ML0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0486+STABILITY: SURFACE MOTION
 ML0486
 ML0486  HISTORY     - Date     Condition        Report By
 ML0486  HISTORY     - 1935     MONUMENTED       CGS
 ML0486  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0486
 ML0486                          STATION DESCRIPTION
 ML0486
 ML0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0486'1.9 MI NW FROM NORTH LOUP.
 ML0486'1.9 MILES NORTHWEST OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0486'RAILROAD BETWEEN ST. PAUL AND ORD, 6 POLES SOUTHEAST OF MILE
 ML0486'POST 51, 46.4 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 ML0486'44.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF SCHOOLHOUSE,
 ML0486'DISTRICT 42, 37.6 FEET NORTH OF THE CENTER LINE OF CROSS ROAD.
 ML0486
 ML0486                          STATION RECOVERY (1985)
 ML0486
 ML0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0451 ***********************************************************************
 NN0451  DESIGNATION -  N 126
 NN0451  PID         -  NN0451
 NN0451  STATE/COUNTY-  NE/GARFIELD
 NN0451  USGS QUAD   -  ABBOTT RANCH (1981)
 NN0451
 NN0451                         *CURRENT SURVEY CONTROL
 NN0451  ___________________________________________________________________
 NN0451* NAD 83(1986)-  42 04 00.     (N)    099 04 13.     (W)     SCALED    
 NN0451* NAVD 88     -       700.538  (meters)    2298.35   (feet)  ADJUSTED  
 NN0451  ___________________________________________________________________
 NN0451  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 NN0451  DYNAMIC HT  -         700.231 (meters)    2297.34  (feet)  COMP
 NN0451  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 NN0451
 NN0451  VERT ORDER  -  SECOND    CLASS 0
 NN0451
 NN0451.The horizontal coordinates were scaled from a topographic map and have
 NN0451.an estimated accuracy of +/- 6 seconds.
 NN0451
 NN0451.The orthometric height was determined by differential leveling
 NN0451.and adjusted by the National Geodetic Survey in June 1991..
 NN0451
 NN0451.The geoid height was determined by GEOID03.
 NN0451
 NN0451.The dynamic height is computed by dividing the NAVD 88
 NN0451.geopotential number by the normal gravity value computed on the
 NN0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0451.degrees latitude (g = 980.6199 gals.).
 NN0451
 NN0451.The modeled gravity was interpolated from observed gravity values.
 NN0451
 NN0451;                    North         East    Units  Estimated Accuracy
 NN0451;SPC NE       -   248,370.      576,920.      MT  (+/- 180 meters Scaled)
 NN0451
 NN0451                          SUPERSEDED SURVEY CONTROL
 NN0451
 NN0451  NGVD 29 (??/??/92)  700.288  (m)         2297.53   (f) ADJ UNCH    2 0
 NN0451
 NN0451.Superseded values are not recommended for survey control.
 NN0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0451.See file dsdata.txt to determine how the superseded data were derived.
 NN0451
 NN0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM941571(NAD 83)
 NN0451_MARKER: DB = BENCH MARK DISK
 NN0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0451_STAMPING: N 126 1935
 NN0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0451+STABILITY: SURFACE MOTION
 NN0451
 NN0451  HISTORY     - Date     Condition        Report By
 NN0451  HISTORY     - 1935     MONUMENTED       CGS
 NN0451  HISTORY     - 1964     MARK NOT FOUND   NGS
 NN0451
 NN0451                          STATION DESCRIPTION
 NN0451
 NN0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0451'21 MI N FROM BURWELL.
 NN0451'21.0 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE COUNTY COURTHOUSE
 NN0451'AT BURWELL, GARFIELD COUNTY, 146 FEET NORTH OF THE NORTH EDGE OF
 NN0451'A CONCRETE-PIPE CULVERT, 36 FEET WEST OF THE CENTER LINE OF THE
 NN0451'HIGHWAY, 12 FEET SOUTH OF THE SOUTH END OF A CATTLE GATE AT THE
 NN0451'ENTRANCE TO THE A.H. ROWSE FARM, AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 NN0451'FENCE.  A STANDARD DISK, STAMPED N 126 1935 AND SET IN THE TOP
 NN0451'OF A CONCRETE POST.
 NN0451
 NN0451                          STATION RECOVERY (1964)
 NN0451
 NN0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NN0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0237 ***********************************************************************
 NN0237  DESIGNATION -  N 127
 NN0237  PID         -  NN0237
 NN0237  STATE/COUNTY-  NE/HOLT
 NN0237  USGS QUAD   -  INMAN (1986)
 NN0237
 NN0237                         *CURRENT SURVEY CONTROL
 NN0237  ___________________________________________________________________
 NN0237* NAD 83(1986)-  42 26 35.     (N)    098 37 07.     (W)     SCALED    
 NN0237* NAVD 88     -       598.187  (meters)    1962.55   (feet)  ADJUSTED  
 NN0237  ___________________________________________________________________
 NN0237  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NN0237  DYNAMIC HT  -         597.964 (meters)    1961.82  (feet)  COMP
 NN0237  MODELED GRAV-     980,228.3   (mgal)                       NAVD 88
 NN0237
 NN0237  VERT ORDER  -  SECOND    CLASS 0
 NN0237
 NN0237.The horizontal coordinates were scaled from a topographic map and have
 NN0237.an estimated accuracy of +/- 6 seconds.
 NN0237
 NN0237.The orthometric height was determined by differential leveling
 NN0237.and adjusted by the National Geodetic Survey in June 1991..
 NN0237
 NN0237.The geoid height was determined by GEOID03.
 NN0237
 NN0237.The dynamic height is computed by dividing the NAVD 88
 NN0237.geopotential number by the normal gravity value computed on the
 NN0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0237.degrees latitude (g = 980.6199 gals.).
 NN0237
 NN0237.The modeled gravity was interpolated from observed gravity values.
 NN0237
 NN0237;                    North         East    Units  Estimated Accuracy
 NN0237;SPC NE       -   290,670.      613,620.      MT  (+/- 180 meters Scaled)
 NN0237
 NN0237                          SUPERSEDED SURVEY CONTROL
 NN0237
 NN0237  NGVD 29 (??/??/92)  597.989  (m)         1961.90   (f) ADJ UNCH    2 0
 NN0237
 NN0237.Superseded values are not recommended for survey control.
 NN0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0237.See file dsdata.txt to determine how the superseded data were derived.
 NN0237
 NN0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM313990(NAD 83)
 NN0237_MARKER: DB = BENCH MARK DISK
 NN0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0237_STAMPING: N-127-1935
 NN0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0237+STABILITY: SURFACE MOTION
 NN0237
 NN0237  HISTORY     - Date     Condition        Report By
 NN0237  HISTORY     - 1935     MONUMENTED       USGS
 NN0237  HISTORY     - 1935     GOOD             NGS
 NN0237
 NN0237                          STATION DESCRIPTION
 NN0237
 NN0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NN0237'1.6 MI SE FROM O NEILL.
 NN0237'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN O NEILL AND
 NN0237'EWING, 47.6 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 42.4
 NN0237'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 16.0 FEET
 NN0237'NORTHWEST OF CORNER RIGHT OF WAY POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1320 ***********************************************************************
 NM1320  DESIGNATION -  N 128
 NM1320  PID         -  NM1320
 NM1320  STATE/COUNTY-  NE/ANTELOPE
 NM1320  USGS QUAD   -  OAKDALE (1963)
 NM1320
 NM1320                         *CURRENT SURVEY CONTROL
 NM1320  ___________________________________________________________________
 NM1320* NAD 83(1986)-  42 03 44.     (N)    097 53 26.     (W)     SCALED    
 NM1320* NAVD 88     -       513.763  (meters)    1685.57   (feet)  ADJUSTED  
 NM1320  ___________________________________________________________________
 NM1320  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 NM1320  DYNAMIC HT  -         513.558 (meters)    1684.90  (feet)  COMP
 NM1320  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 NM1320
 NM1320  VERT ORDER  -  SECOND    CLASS 0
 NM1320
 NM1320.The horizontal coordinates were scaled from a topographic map and have
 NM1320.an estimated accuracy of +/- 6 seconds.
 NM1320
 NM1320.The orthometric height was determined by differential leveling
 NM1320.and adjusted by the National Geodetic Survey in June 1991..
 NM1320
 NM1320.The geoid height was determined by GEOID03.
 NM1320
 NM1320.The dynamic height is computed by dividing the NAVD 88
 NM1320.geopotential number by the normal gravity value computed on the
 NM1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1320.degrees latitude (g = 980.6199 gals.).
 NM1320
 NM1320.The modeled gravity was interpolated from observed gravity values.
 NM1320
 NM1320;                    North         East    Units  Estimated Accuracy
 NM1320;SPC NE       -   249,600.      674,530.      MT  (+/- 180 meters Scaled)
 NM1320
 NM1320                          SUPERSEDED SURVEY CONTROL
 NM1320
 NM1320  NGVD 29 (??/??/92)  513.558  (m)         1684.90   (f) ADJ UNCH    2 0
 NM1320
 NM1320.Superseded values are not recommended for survey control.
 NM1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1320.See file dsdata.txt to determine how the superseded data were derived.
 NM1320
 NM1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM917572(NAD 83)
 NM1320_MARKER: DB = BENCH MARK DISK
 NM1320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1320_SP_SET: CULVERT
 NM1320_STAMPING: N-128-1935
 NM1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1320
 NM1320  HISTORY     - Date     Condition        Report By
 NM1320  HISTORY     - 1935     MONUMENTED       CGS
 NM1320  HISTORY     - 1950     GOOD             NGS
 NM1320
 NM1320                          STATION DESCRIPTION
 NM1320
 NM1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1320'3.2 MI NW FROM TILDEN.
 NM1320'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN NELIGH AND
 NM1320'TILDEN, 44.6 FEET SOUTH OF THE RIGHT OF WAY FENCE, 5.6 FEET
 NM1320'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, A MARK SET
 NM1320'HORIZONTALLY ON THE EAST BACK WALL OF STONE CULVERT NO. 195.
 NM1320
 NM1320                          STATION RECOVERY (1950)
 NM1320
 NM1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 NM1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0332 ***********************************************************************
 LG0332  DESIGNATION -  N 13
 LG0332  PID         -  LG0332
 LG0332  STATE/COUNTY-  NE/LANCASTER
 LG0332  USGS QUAD   -  CRETE NORTH (1972)
 LG0332
 LG0332                         *CURRENT SURVEY CONTROL
 LG0332  ___________________________________________________________________
 LG0332* NAD 83(1986)-  40 40 04.     (N)    096 54 08.     (W)     SCALED    
 LG0332* NAVD 88     -       426.673  (meters)    1399.84   (feet)  ADJUSTED  
 LG0332  ___________________________________________________________________
 LG0332  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 LG0332  DYNAMIC HT  -         426.464 (meters)    1399.16  (feet)  COMP
 LG0332  MODELED GRAV-     980,120.2   (mgal)                       NAVD 88
 LG0332
 LG0332  VERT ORDER  -  FIRST     CLASS II
 LG0332
 LG0332.The horizontal coordinates were scaled from a topographic map and have
 LG0332.an estimated accuracy of +/- 6 seconds.
 LG0332
 LG0332.The orthometric height was determined by differential leveling
 LG0332.and adjusted by the National Geodetic Survey in June 1991..
 LG0332
 LG0332.The geoid height was determined by GEOID03.
 LG0332
 LG0332.The dynamic height is computed by dividing the NAVD 88
 LG0332.geopotential number by the normal gravity value computed on the
 LG0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0332.degrees latitude (g = 980.6199 gals.).
 LG0332
 LG0332.The modeled gravity was interpolated from observed gravity values.
 LG0332
 LG0332;                    North         East    Units  Estimated Accuracy
 LG0332;SPC NE       -    97,340.      761,820.      MT  (+/- 180 meters Scaled)
 LG0332
 LG0332                          SUPERSEDED SURVEY CONTROL
 LG0332
 LG0332  NGVD 29 (??/??/92)  426.548  (m)         1399.43   (f) ADJ UNCH    1 2
 LG0332
 LG0332.Superseded values are not recommended for survey control.
 LG0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0332.See file dsdata.txt to determine how the superseded data were derived.
 LG0332
 LG0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL773039(NAD 83)
 LG0332_MARKER: DB = BENCH MARK DISK
 LG0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0332_SP_SET: CONCRETE POST
 LG0332_STAMPING: N 13 1933 1399.151
 LG0332_MARK LOGO: CGS   
 LG0332_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0332+STABILITY: SURFACE MOTION
 LG0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0332+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0332
 LG0332  HISTORY     - Date     Condition        Report By
 LG0332  HISTORY     - 1933     MONUMENTED       CGS
 LG0332  HISTORY     - 1940     GOOD             NGS
 LG0332  HISTORY     - 19911009 GOOD             NGS
 LG0332
 LG0332                          STATION DESCRIPTION
 LG0332
 LG0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0332'4.4 MI NE FROM CRETE.
 LG0332'IN LANCASTER COUNTY, 4.4 MILES NORTHEAST ALONG THE CHICAGO,
 LG0332'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT CRETE, SALINE
 LG0332'COUNTY, 0.2 MILE SOUTH OF MILEPOST 75, 240 FEET NORTHEAST OF A
 LG0332'BATTERY BOX, AT A ROAD CROSSING, 116 FEET SOUTHWEST OF THE
 LG0332'CENTER OF THE CROSSING, 48.5 FEET EAST OF THE CENTERLINE OF THE
 LG0332'TRACK, 80 FEET SOUTH OF THE CENTER OF A GATE IN THE RIGHT-OF-WAY
 LG0332'FENCE, 1 FOOT WEST OF THE FENCE, AND 3 FEET NORTH OF A 4 X 4
 LG0332'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1399.151
 LG0332'N 13 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LG0332'FOOT ABOVE GROUND.
 LG0332
 LG0332                          STATION RECOVERY (1991)
 LG0332
 LG0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0332'5.3 KM (3.30 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM CITY HALL IN
 LG0332'CRETE, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG SOUTHWEST 142ND
 LG0332'STREET, THENCE 1.0 KM (0.60 MI) EASTERLY ALONG WEST WITTSTRUCK ROAD,
 LG0332'41.6 M (136.5 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE, 35.4 M
 LG0332'(116.1 FT) SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE ROAD
 LG0332'AND THE BURLINGTON NORTHERN RAILROAD, 13.7 M (44.9 FT) SOUTHEAST OF
 LG0332'AND LEVEL WITH THE NEAR RAIL, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS
 LG0332'POST, AND THE MONUMENTS PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 LG0332'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0352 ***********************************************************************
 NO0352  DESIGNATION -  N 130
 NO0352  PID         -  NO0352
 NO0352  STATE/COUNTY-  NE/CHERRY
 NO0352  USGS QUAD   -  MERRIMAN SW (1990)
 NO0352
 NO0352                         *CURRENT SURVEY CONTROL
 NO0352  ___________________________________________________________________
 NO0352* NAD 83(1986)-  42 52 22.     (N)    101 41 18.     (W)     SCALED    
 NO0352* NAVD 88     -       992.949  (meters)    3257.70   (feet)  ADJUSTED  
 NO0352  ___________________________________________________________________
 NO0352  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 NO0352  DYNAMIC HT  -         992.512 (meters)    3256.27  (feet)  COMP
 NO0352  MODELED GRAV-     980,145.8   (mgal)                       NAVD 88
 NO0352
 NO0352  VERT ORDER  -  SECOND    CLASS 0
 NO0352
 NO0352.The horizontal coordinates were scaled from a topographic map and have
 NO0352.an estimated accuracy of +/- 6 seconds.
 NO0352
 NO0352.The orthometric height was determined by differential leveling
 NO0352.and adjusted by the National Geodetic Survey in June 1991..
 NO0352
 NO0352.The geoid height was determined by GEOID03.
 NO0352
 NO0352.The dynamic height is computed by dividing the NAVD 88
 NO0352.geopotential number by the normal gravity value computed on the
 NO0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0352.degrees latitude (g = 980.6199 gals.).
 NO0352
 NO0352.The modeled gravity was interpolated from observed gravity values.
 NO0352
 NO0352;                    North         East    Units  Estimated Accuracy
 NO0352;SPC NE       -   338,840.      362,060.      MT  (+/- 180 meters Scaled)
 NO0352
 NO0352                          SUPERSEDED SURVEY CONTROL
 NO0352
 NO0352  NGVD 29 (??/??/92)  992.532  (m)         3256.33   (f) ADJ UNCH    2 0
 NO0352
 NO0352.Superseded values are not recommended for survey control.
 NO0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0352.See file dsdata.txt to determine how the superseded data were derived.
 NO0352
 NO0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN804501(NAD 83)
 NO0352_MARKER: DB = BENCH MARK DISK
 NO0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0352_STAMPING: N 130 1934
 NO0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0352+STABILITY: SURFACE MOTION
 NO0352
 NO0352  HISTORY     - Date     Condition        Report By
 NO0352  HISTORY     - 1934     MONUMENTED       CGS
 NO0352  HISTORY     - 1948     MARK NOT FOUND   NGS
 NO0352
 NO0352                          STATION DESCRIPTION
 NO0352
 NO0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0352'3.3 MI S FROM MERRIMAN.
 NO0352'3.3 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0352'COUNTY, 0.3 MILE SOUTH OF THE CENTERLINE OF LEANDER CREEK, 1.0
 NO0352'MILE WEST OF THE OLD ROAD, AND 37 YARDS NORTHEAST OF THE
 NO0352'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 130 1934
 NO0352'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0083 ***********************************************************************
 MK0083  DESIGNATION -  N 131
 MK0083  PID         -  MK0083
 MK0083  STATE/COUNTY-  NE/WASHINGTON
 MK0083  USGS QUAD   -  BLAIR (1983)
 MK0083
 MK0083                         *CURRENT SURVEY CONTROL
 MK0083  ___________________________________________________________________
 MK0083* NAD 83(1986)-  41 32 46.     (N)    096 08 48.     (W)     SCALED    
 MK0083* NAVD 88     -       334.763  (meters)    1098.30   (feet)  ADJUSTED  
 MK0083  ___________________________________________________________________
 MK0083  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 MK0083  DYNAMIC HT  -         334.609 (meters)    1097.80  (feet)  COMP
 MK0083  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 MK0083
 MK0083  VERT ORDER  -  SECOND    CLASS 0
 MK0083
 MK0083.The horizontal coordinates were scaled from a topographic map and have
 MK0083.an estimated accuracy of +/- 6 seconds.
 MK0083
 MK0083.The orthometric height was determined by differential leveling
 MK0083.and adjusted by the National Geodetic Survey in June 1991..
 MK0083
 MK0083.The geoid height was determined by GEOID03.
 MK0083
 MK0083.The dynamic height is computed by dividing the NAVD 88
 MK0083.geopotential number by the normal gravity value computed on the
 MK0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0083.degrees latitude (g = 980.6199 gals.).
 MK0083
 MK0083.The modeled gravity was interpolated from observed gravity values.
 MK0083
 MK0083;                    North         East    Units  Estimated Accuracy
 MK0083;SPC NE       -   197,320.      821,290.      MT  (+/- 180 meters Scaled)
 MK0083
 MK0083                          SUPERSEDED SURVEY CONTROL
 MK0083
 MK0083  NGVD 29 (??/??/92)  334.618  (m)         1097.83   (f) ADJ UNCH    2 0
 MK0083
 MK0083.Superseded values are not recommended for survey control.
 MK0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0083.See file dsdata.txt to determine how the superseded data were derived.
 MK0083
 MK0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM379033(NAD 83)
 MK0083_MARKER: DB = BENCH MARK DISK
 MK0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0083_STAMPING: N 131 1935
 MK0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0083+STABILITY: SURFACE MOTION
 MK0083
 MK0083  HISTORY     - Date     Condition        Report By
 MK0083  HISTORY     - 1935     MONUMENTED       CGS
 MK0083  HISTORY     - 1947     GOOD             NGS
 MK0083
 MK0083                          STATION DESCRIPTION
 MK0083
 MK0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0083'0.8 MI W FROM BLAIR.
 MK0083'0.75 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0083'THE UNION STATION AT BLAIR, 227.5 FEET EAST OF THE CENTER OF A
 MK0083'NORTH-SOUTH BRICK PAVED STREET, 34.4 FEET NORTH OF THE NORTH
 MK0083'RAIL OF THE TRACK, 12.2 FEET SOUTH OF THE NORTH RIGHT OF WAY
 MK0083'FENCE, 7.0 FEET SOUTHWEST OF A TELEPHONE POLE, 0.6 FOOT EAST OF A
 MK0083'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 MK0083'AS THE TRACK AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1175 ***********************************************************************
 MK1175  DESIGNATION -  N 133 RESET
 MK1175  PID         -  MK1175
 MK1175  STATE/COUNTY-  NE/COLFAX
 MK1175  USGS QUAD   -  CLARKSON SE (1966)
 MK1175
 MK1175                         *CURRENT SURVEY CONTROL
 MK1175  ___________________________________________________________________
 MK1175* NAD 83(1986)-  41 35 27.     (N)    097 03 31.     (W)     SCALED    
 MK1175* NAVD 88     -       471.65   (meters)    1547.4    (feet)  RESET     
 MK1175  ___________________________________________________________________
 MK1175  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 MK1175
 MK1175  VERT ORDER  -  THIRD
 MK1175
 MK1175.The horizontal coordinates were scaled from a topographic map and have
 MK1175.an estimated accuracy of +/- 6 seconds.
 MK1175
 MK1175.The orthometric height was computed from unverified reset data.
 MK1175
 MK1175.The geoid height was determined by GEOID03.
 MK1175
 MK1175;                    North         East    Units  Estimated Accuracy
 MK1175;SPC NE       -   199,300.      745,120.      MT  (+/- 180 meters Scaled)
 MK1175
 MK1175                          SUPERSEDED SURVEY CONTROL
 MK1175
 MK1175  NGVD 29 (??/??/??)  471.47   (m)         1546.8    (f) RESET       3  
 MK1175
 MK1175.Superseded values are not recommended for survey control.
 MK1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1175.See file dsdata.txt to determine how the superseded data were derived.
 MK1175
 MK1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM618061(NAD 83)
 MK1175_MARKER: DB = BENCH MARK DISK
 MK1175_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MK1175_SP_SET: CULVERT HEADWALL
 MK1175_STAMPING: N 133 RESET 1957
 MK1175_MARK LOGO: NEDR  
 MK1175_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1175+STABILITY: SURFACE MOTION
 MK1175
 MK1175  HISTORY     - Date     Condition        Report By
 MK1175  HISTORY     - 1957     MONUMENTED       NEDR
 MK1175  HISTORY     - 1958     GOOD             NGS
 MK1175  HISTORY     - 19920225 GOOD             NEDR
 MK1175
 MK1175                          STATION DESCRIPTION
 MK1175
 MK1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MK1175'9.9 MI N FROM SCHUYLER.
 MK1175'9.9 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE UNION PACIFIC
 MK1175'RAILROAD STATION AT SCHUYLER, COLFAX COUNTY, AT DISTRICT 28
 MK1175'SCHOOL.  IN THE SOUTHEAST CORNER OF A CULVERT HEADWALL, 33 FEET
 MK1175'EAST OF THE CENTERLINE OF HIGHWAY 15, AND NORTH OF A 3 WAY
 MK1175'INTERSECTION STATION.
 MK1175
 MK1175                          STATION RECOVERY (1992)
 MK1175
 MK1175'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 MK1175'RECOVERED IN GOOD CONDITION.  MARK HAD TO BE REPLACED WITH RESET
 MK1175'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2201 ***********************************************************************
 MK2201  DESIGNATION -  N 133 RESET
 MK2201  PID         -  MK2201
 MK2201  STATE/COUNTY-  NE/COLFAX
 MK2201  USGS QUAD   -  CLARKSON SE (1966)
 MK2201
 MK2201                         *CURRENT SURVEY CONTROL
 MK2201  ___________________________________________________________________
 MK2201* NAD 83(1986)-  41 35 27.     (N)    097 03 31.     (W)     SCALED    
 MK2201* NAVD 88     -       472.26   (+/-2cm)    1549.4    (feet)  VERTCON   
 MK2201  ___________________________________________________________________
 MK2201  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 MK2201
 MK2201  VERT ORDER  -  THIRD (See Below)
 MK2201
 MK2201.The horizontal coordinates were scaled from a topographic map and have
 MK2201.an estimated accuracy of +/- 6 seconds.
 MK2201
 MK2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK2201.The vertical order pertains to the NGVD 29 superseded value.
 MK2201
 MK2201.The geoid height was determined by GEOID03.
 MK2201
 MK2201;                    North         East    Units  Estimated Accuracy
 MK2201;SPC NE       -   199,300.      745,120.      MT  (+/- 180 meters Scaled)
 MK2201
 MK2201                          SUPERSEDED SURVEY CONTROL
 MK2201
 MK2201  NGVD 29 (08/02/06)  472.08   (m)         1548.8    (f) RESET       3  
 MK2201
 MK2201.Superseded values are not recommended for survey control.
 MK2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2201.See file dsdata.txt to determine how the superseded data were derived.
 MK2201
 MK2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM618061(NAD 83)
 MK2201_MARKER: DV = VERTICAL CONTROL DISK
 MK2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2201_SP_SET: CONCRETE POST
 MK2201_STAMPING: N 133 RESET 1992
 MK2201_MARK LOGO: NGS   
 MK2201_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2201+STABILITY: SURFACE MOTION
 MK2201
 MK2201  HISTORY     - Date     Condition        Report By
 MK2201  HISTORY     - 1992     MONUMENTED       NEDR
 MK2201
 MK2201                          STATION DESCRIPTION
 MK2201
 MK2201'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 MK2201'THE MARK IS LOCATED ABOUT 10 MI (16.1 KM) NORTH FROM SCHUYLER AND ON
 MK2201'THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 15, FROM THE POST IN SCHUYLER,
 MK2201'GO WEST ON EAST 11TH STREET FOR 1 BLOCK TO STATE HIGHWAY 15.  TURN
 MK2201'RIGHT AND GO NORTH ON EAST COLFAX STREET AND HIGHWAY 15 FOR 10.05 MI
 MK2201'(16.17 KM) TO THE MARK ON THE RIGHT, IN THE TOP OF A ROUND CONCRETE
 MK2201'MONUMENT.  IT IS 290.0 FT (88.4 M) NORTH FROM A 3-WAY INTERSECTION,
 MK2201'62.0 FT (18.9 M) EAST FROM THE CENTERLINE OF THE HIGHWAY, 2.5 FT (0.8
 MK2201'M) WEST FROM THE EAST RIGHT-OF-WAY FENCE AND 2.0 FT (0.6 M) WEST FROM
 MK2201'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1285 ***********************************************************************
 MK1285  DESIGNATION -  N 134
 MK1285  PID         -  MK1285
 MK1285  STATE/COUNTY-  NE/BUTLER
 MK1285  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1285
 MK1285                         *CURRENT SURVEY CONTROL
 MK1285  ___________________________________________________________________
 MK1285* NAD 83(1986)-  41 20 23.     (N)    097 13 56.     (W)     SCALED    
 MK1285* NAVD 88     -       439.914  (meters)    1443.28   (feet)  ADJUSTED  
 MK1285  ___________________________________________________________________
 MK1285  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 MK1285  DYNAMIC HT  -         439.716 (meters)    1442.63  (feet)  COMP
 MK1285  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 MK1285
 MK1285  VERT ORDER  -  SECOND    CLASS 0
 MK1285
 MK1285.The horizontal coordinates were scaled from a topographic map and have
 MK1285.an estimated accuracy of +/- 6 seconds.
 MK1285
 MK1285.The orthometric height was determined by differential leveling
 MK1285.and adjusted by the National Geodetic Survey in June 1991..
 MK1285.WARNING-Repeat measurements at this control monument indicate possible
 MK1285.vertical movement.
 MK1285
 MK1285.The geoid height was determined by GEOID03.
 MK1285
 MK1285.The dynamic height is computed by dividing the NAVD 88
 MK1285.geopotential number by the normal gravity value computed on the
 MK1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1285.degrees latitude (g = 980.6199 gals.).
 MK1285
 MK1285.The modeled gravity was interpolated from observed gravity values.
 MK1285
 MK1285;                    North         East    Units  Estimated Accuracy
 MK1285;SPC NE       -   170,950.      731,550.      MT  (+/- 180 meters Scaled)
 MK1285
 MK1285                          SUPERSEDED SURVEY CONTROL
 MK1285
 MK1285  NGVD 29 (??/??/92)  439.739  (m)         1442.71   (f) ADJ UNCH    2 0
 MK1285
 MK1285.Superseded values are not recommended for survey control.
 MK1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1285.See file dsdata.txt to determine how the superseded data were derived.
 MK1285
 MK1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL479779(NAD 83)
 MK1285_MARKER: DB = BENCH MARK DISK
 MK1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1285_STAMPING: N 134 1935
 MK1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1285+STABILITY: SURFACE MOTION
 MK1285
 MK1285  HISTORY     - Date     Condition        Report By
 MK1285  HISTORY     - 1935     MONUMENTED       CGS
 MK1285  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK1285
 MK1285                          STATION DESCRIPTION
 MK1285
 MK1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1285'AT BELLWOOD.
 MK1285'AT BELLWOOD, BUTLER COUNTY, ON THE CHICAGO, BURLINGTON AND
 MK1285'QUINCY RAILROAD, 39 RAILS SOUTHEAST OF THE STATION, 28.5 FEET
 MK1285'NORTHEAST OF MILEPOST 61, 37.2 FEET NORTHEAST OF THE NORTHEAST
 MK1285'RAIL OF THE MAIN TRACK, AND 10.5 FEET SOUTHWEST OF THE
 MK1285'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 134 1935 AND
 MK1285'SET IN THE TOP OF A CONCRETE POST.  NOTE-- MILEPOST GONE, ROAD
 MK1285'CROSSING GONE.
 MK1285
 MK1285                          STATION RECOVERY (1966)
 MK1285
 MK1285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0687 ***********************************************************************
 LG0687  DESIGNATION -  N 135
 LG0687  PID         -  LG0687
 LG0687  STATE/COUNTY-  NE/YORK
 LG0687  USGS QUAD   -  YORK SOUTH (1969)
 LG0687
 LG0687                         *CURRENT SURVEY CONTROL
 LG0687  ___________________________________________________________________
 LG0687* NAD 83(1986)-  40 52 27.     (N)    097 35 32.     (W)     SCALED    
 LG0687* NAVD 88     -       501.238  (meters)    1644.48   (feet)  ADJUSTED  
 LG0687  ___________________________________________________________________
 LG0687  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 LG0687  DYNAMIC HT  -         500.974 (meters)    1643.61  (feet)  COMP
 LG0687  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 LG0687
 LG0687  VERT ORDER  -  SECOND    CLASS 0
 LG0687
 LG0687.The horizontal coordinates were scaled from a topographic map and have
 LG0687.an estimated accuracy of +/- 6 seconds.
 LG0687
 LG0687.The orthometric height was determined by differential leveling
 LG0687.and adjusted by the National Geodetic Survey in June 1991..
 LG0687
 LG0687.The geoid height was determined by GEOID03.
 LG0687
 LG0687.The dynamic height is computed by dividing the NAVD 88
 LG0687.geopotential number by the normal gravity value computed on the
 LG0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0687.degrees latitude (g = 980.6199 gals.).
 LG0687
 LG0687.The modeled gravity was interpolated from observed gravity values.
 LG0687
 LG0687;                    North         East    Units  Estimated Accuracy
 LG0687;SPC NE       -   118,390.      702,880.      MT  (+/- 180 meters Scaled)
 LG0687
 LG0687                          SUPERSEDED SURVEY CONTROL
 LG0687
 LG0687  NGVD 29 (??/??/92)  501.038  (m)         1643.82   (f) ADJ UNCH    2 0
 LG0687
 LG0687.Superseded values are not recommended for survey control.
 LG0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0687.See file dsdata.txt to determine how the superseded data were derived.
 LG0687
 LG0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL186257(NAD 83)
 LG0687_MARKER: DB = BENCH MARK DISK
 LG0687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0687_SP_SET: BUILDING
 LG0687_STAMPING: N 135 1935
 LG0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0687
 LG0687  HISTORY     - Date     Condition        Report By
 LG0687  HISTORY     - 1935     MONUMENTED       CGS
 LG0687  HISTORY     - 1961     GOOD             NGS
 LG0687
 LG0687                          STATION DESCRIPTION
 LG0687
 LG0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0687'AT YORK.
 LG0687'AT YORK, YORK COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0687'RAILROAD, IN THE NORTH WALL OF THE STATION, 2.2 FEET EAST OF
 LG0687'THE NORTHWEST CORNER OF THE BUILDING, 29 FEET NORTH OF THE NORTH
 LG0687'RAIL OF THE MAIN TRACK, 22 FEET WEST OF THE CENTER OF THE
 LG0687'WAITING-ROOM DOORS, AND 4.7 FEET ABOVE THE GROUND.  A STANDARD
 LG0687'DISK, STAMPED N 135 1935 AND SET VERTICALLY.
 LG0687
 LG0687                          STATION RECOVERY (1961)
 LG0687
 LG0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LG0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1315 ***********************************************************************
 MK1315  DESIGNATION -  N 137
 MK1315  PID         -  MK1315
 MK1315  STATE/COUNTY-  NE/YORK
 MK1315  USGS QUAD   -  GRESHAM (1965)
 MK1315
 MK1315                         *CURRENT SURVEY CONTROL
 MK1315  ___________________________________________________________________
 MK1315* NAD 83(1986)-  41 00 44.     (N)    097 25 30.     (W)     SCALED    
 MK1315* NAVD 88     -       481.670  (meters)    1580.28   (feet)  ADJUSTED  
 MK1315  ___________________________________________________________________
 MK1315  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 MK1315  DYNAMIC HT  -         481.424 (meters)    1579.47  (feet)  COMP
 MK1315  MODELED GRAV-     980,099.0   (mgal)                       NAVD 88
 MK1315
 MK1315  VERT ORDER  -  SECOND    CLASS 0
 MK1315
 MK1315.The horizontal coordinates were scaled from a topographic map and have
 MK1315.an estimated accuracy of +/- 6 seconds.
 MK1315
 MK1315.The orthometric height was determined by differential leveling
 MK1315.and adjusted by the National Geodetic Survey in June 1991..
 MK1315
 MK1315.The geoid height was determined by GEOID03.
 MK1315
 MK1315.The dynamic height is computed by dividing the NAVD 88
 MK1315.geopotential number by the normal gravity value computed on the
 MK1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1315.degrees latitude (g = 980.6199 gals.).
 MK1315
 MK1315.The modeled gravity was interpolated from observed gravity values.
 MK1315
 MK1315;                    North         East    Units  Estimated Accuracy
 MK1315;SPC NE       -   134,110.      716,510.      MT  (+/- 180 meters Scaled)
 MK1315
 MK1315                          SUPERSEDED SURVEY CONTROL
 MK1315
 MK1315  NGVD 29 (??/??/92)  481.476  (m)         1579.64   (f) ADJ UNCH    2 0
 MK1315
 MK1315.Superseded values are not recommended for survey control.
 MK1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1315.See file dsdata.txt to determine how the superseded data were derived.
 MK1315
 MK1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL324413(NAD 83)
 MK1315_MARKER: DB = BENCH MARK DISK
 MK1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1315_STAMPING: N-137-1935
 MK1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1315+STABILITY: SURFACE MOTION
 MK1315
 MK1315  HISTORY     - Date     Condition        Report By
 MK1315  HISTORY     - 1935     MONUMENTED       CGS
 MK1315  HISTORY     - 1978     GOOD             NGS
 MK1315
 MK1315                          STATION DESCRIPTION
 MK1315
 MK1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1315'1.7 MI SW FROM GRESHAM.
 MK1315'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN DAVID
 MK1315'CITY AND YORK, 0.5 MILES SOUTHWEST OF MILE POST NO. 64, 50.5
 MK1315'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 46 FEET SOUTHEAST
 MK1315'OF THE CENTER LINE OF ROAD CROSSING, 12.5 FEET NORTHEAST OF THE
 MK1315'SOUTHEAST FENCE CORNER.
 MK1315
 MK1315                          STATION RECOVERY (1978)
 MK1315
 MK1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MK1315'MARK WAS RECOVERED IN GOOD CONDITION BUT WAS TO BE DESTROYED BY ROAD
 MK1315'CONSTRUCTION. N 137 RESET 1978 WAS ESTABLISHED AND N 137 DESTROYED
 MK1315'THE DISK WAS SALVAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1826 ***********************************************************************
 MK1826  DESIGNATION -  N 137 RESET
 MK1826  PID         -  MK1826
 MK1826  STATE/COUNTY-  NE/YORK
 MK1826  USGS QUAD   -  GRESHAM (1965)
 MK1826
 MK1826                         *CURRENT SURVEY CONTROL
 MK1826  ___________________________________________________________________
 MK1826* NAD 83(1986)-  41 00 44.     (N)    097 25 30.     (W)     SCALED    
 MK1826* NAVD 88     -       481.91   (+/-2cm)    1581.1    (feet)  VERTCON   
 MK1826  ___________________________________________________________________
 MK1826  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 MK1826
 MK1826  VERT ORDER  -  THIRD (See Below)
 MK1826
 MK1826.The horizontal coordinates were scaled from a topographic map and have
 MK1826.an estimated accuracy of +/- 6 seconds.
 MK1826
 MK1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1826.The vertical order pertains to the NGVD 29 superseded value.
 MK1826
 MK1826.The geoid height was determined by GEOID03.
 MK1826
 MK1826;                    North         East    Units  Estimated Accuracy
 MK1826;SPC NE       -   134,110.      716,510.      MT  (+/- 180 meters Scaled)
 MK1826
 MK1826                          SUPERSEDED SURVEY CONTROL
 MK1826
 MK1826  NGVD 29 (08/02/06)  481.71   (m)         1580.4    (f) RESET       3  
 MK1826
 MK1826.Superseded values are not recommended for survey control.
 MK1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1826.See file dsdata.txt to determine how the superseded data were derived.
 MK1826
 MK1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL324413(NAD 83)
 MK1826_MARKER: DB = BENCH MARK DISK
 MK1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1826_STAMPING: N 137 RESET 1978
 MK1826_PROJECTION: PROJECTING 15 CENTIMETERS
 MK1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1826+STABILITY: SURFACE MOTION
 MK1826
 MK1826  HISTORY     - Date     Condition        Report By
 MK1826  HISTORY     - 1978     MONUMENTED       NGS
 MK1826
 MK1826                          STATION DESCRIPTION
 MK1826
 MK1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 MK1826'1.5 MI SW FROM GRESHAM.
 MK1826'0.2 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE IN GRESHAM
 MK1826'THENCE LEFT AND SOUTH ALONG STATE HIGHWAY 69 FOR 0.8 MILE, THENCE
 MK1826'RIGHT AND WEST ALONG A GRADED ROAD FOR 1.0 MILE, THENCE LEFT AND
 MK1826'SOUTH ALONG A GRADED ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT, EAST
 MK1826'SIDE OF THE ROAD, 70 FEET NORTH OF THE CENTERLINE OF A FIELD
 MK1826'ENTRANCE, 34 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1.0 FOOT
 MK1826'WEST OF A FENCE.
 MK1826'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 MK1826'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0142 ***********************************************************************
 LH0142  DESIGNATION -  N 138
 LH0142  PID         -  LH0142
 LH0142  STATE/COUNTY-  NE/HAMILTON
 LH0142  USGS QUAD   -  PHILLIPS (1962)
 LH0142
 LH0142                         *CURRENT SURVEY CONTROL
 LH0142  ___________________________________________________________________
 LH0142* NAD 83(1986)-  40 53 07.     (N)    098 09 01.     (W)     SCALED    
 LH0142* NAVD 88     -       564.717  (meters)    1852.74   (feet)  ADJUSTED  
 LH0142  ___________________________________________________________________
 LH0142  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 LH0142  DYNAMIC HT  -         564.421 (meters)    1851.77  (feet)  COMP
 LH0142  MODELED GRAV-     980,082.7   (mgal)                       NAVD 88
 LH0142
 LH0142  VERT ORDER  -  SECOND    CLASS 0
 LH0142
 LH0142.The horizontal coordinates were scaled from a topographic map and have
 LH0142.an estimated accuracy of +/- 6 seconds.
 LH0142
 LH0142.The orthometric height was determined by differential leveling
 LH0142.and adjusted by the National Geodetic Survey in June 1991..
 LH0142
 LH0142.The geoid height was determined by GEOID03.
 LH0142
 LH0142.The dynamic height is computed by dividing the NAVD 88
 LH0142.geopotential number by the normal gravity value computed on the
 LH0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0142.degrees latitude (g = 980.6199 gals.).
 LH0142
 LH0142.The modeled gravity was interpolated from observed gravity values.
 LH0142
 LH0142;                    North         East    Units  Estimated Accuracy
 LH0142;SPC NE       -   118,460.      655,840.      MT  (+/- 180 meters Scaled)
 LH0142
 LH0142                          SUPERSEDED SURVEY CONTROL
 LH0142
 LH0142  NGVD 29 (??/??/92)  564.480  (m)         1851.96   (f) ADJ UNCH    2 0
 LH0142
 LH0142.Superseded values are not recommended for survey control.
 LH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0142.See file dsdata.txt to determine how the superseded data were derived.
 LH0142
 LH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL715263(NAD 83)
 LH0142_MARKER: DB = BENCH MARK DISK
 LH0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0142_STAMPING: N 138 1935
 LH0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0142+STABILITY: SURFACE MOTION
 LH0142
 LH0142  HISTORY     - Date     Condition        Report By
 LH0142  HISTORY     - 1935     MONUMENTED       CGS
 LH0142  HISTORY     - 1950     GOOD             NGS
 LH0142  HISTORY     - 1950     GOOD             NGS
 LH0142  HISTORY     - 1977     GOOD             LOCENG
 LH0142
 LH0142                          STATION DESCRIPTION
 LH0142
 LH0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LH0142'3.4 MI E FROM PHILLIPS.
 LH0142'3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0142'FROM THE STATION AT PHILLIPS, AT A ROAD CROSSING, 68 FEET WEST
 LH0142'OF THE CENTER LINE OF A NORTH AND SOUTH GRAVELED ROAD, 46 FEET
 LH0142'SOUTH OF THE SOUTH RAIL, 3 FEET NORTH OF A FENCE, 1 FOOT SOUTH
 LH0142'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0142'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LH0142
 LH0142                          STATION RECOVERY (1950)
 LH0142
 LH0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LH0142'RECOVERED IN GOOD CONDITION.
 LH0142
 LH0142                          STATION RECOVERY (1977)
 LH0142
 LH0142'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LH0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0119 ***********************************************************************
 MK0119  DESIGNATION -  N 139
 MK0119  PID         -  MK0119
 MK0119  STATE/COUNTY-  NE/BURT
 MK0119  USGS QUAD   -  LYONS (1966)
 MK0119
 MK0119                         *CURRENT SURVEY CONTROL
 MK0119  ___________________________________________________________________
 MK0119* NAD 83(1986)-  41 54 54.     (N)    096 28 06.     (W)     SCALED    
 MK0119* NAVD 88     -       395.859  (meters)    1298.75   (feet)  ADJUSTED  
 MK0119  ___________________________________________________________________
 MK0119  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 MK0119  DYNAMIC HT  -         395.717 (meters)    1298.28  (feet)  COMP
 MK0119  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 MK0119
 MK0119  VERT ORDER  -  SECOND    CLASS 0
 MK0119
 MK0119.The horizontal coordinates were scaled from a topographic map and have
 MK0119.an estimated accuracy of +/- 6 seconds.
 MK0119
 MK0119.The orthometric height was determined by differential leveling
 MK0119.and adjusted by the National Geodetic Survey in June 1991..
 MK0119
 MK0119.The geoid height was determined by GEOID03.
 MK0119
 MK0119.The dynamic height is computed by dividing the NAVD 88
 MK0119.geopotential number by the normal gravity value computed on the
 MK0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0119.degrees latitude (g = 980.6199 gals.).
 MK0119
 MK0119.The modeled gravity was interpolated from observed gravity values.
 MK0119
 MK0119;                    North         East    Units  Estimated Accuracy
 MK0119;SPC NE       -   237,100.      792,820.      MT  (+/- 180 meters Scaled)
 MK0119
 MK0119                          SUPERSEDED SURVEY CONTROL
 MK0119
 MK0119  NGVD 29 (??/??/92)  395.719  (m)         1298.29   (f) ADJ UNCH    2 0
 MK0119
 MK0119.Superseded values are not recommended for survey control.
 MK0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0119.See file dsdata.txt to determine how the superseded data were derived.
 MK0119
 MK0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM099434(NAD 83)
 MK0119_MARKER: DB = BENCH MARK DISK
 MK0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0119_STAMPING: N 139 1935
 MK0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0119+STABILITY: SURFACE MOTION
 MK0119
 MK0119  HISTORY     - Date     Condition        Report By
 MK0119  HISTORY     - 1935     MONUMENTED       CGS
 MK0119  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0119
 MK0119                          STATION DESCRIPTION
 MK0119
 MK0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0119'1.4 MI S FROM LYONS.
 MK0119'1.4 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0119'FROM THE STATION AT LYONS, BURT COUNTY, AT A ROAD CROSSING, 96
 MK0119'FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 83.5 FEET SOUTH OF
 MK0119'THE CENTERLINE OF THE ROAD, 46.5 FEET EAST OF THE EAST RAIL, AND
 MK0119'49.9 FEET SOUTH OF THE NORTHWEST FENCE CORNER.  A STANDARD DISK,
 MK0119'STAMPED N 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
 MK0119'NOTE-- DESCRIBED LOCATION FALLS IN CULTIVATED AREA.
 MK0119
 MK0119                          STATION RECOVERY (1965)
 MK0119
 MK0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0464 ***********************************************************************
 LG0464  DESIGNATION -  N 14
 LG0464  PID         -  LG0464
 LG0464  STATE/COUNTY-  NE/FILLMORE
 LG0464  USGS QUAD   -  EXETER (1969)
 LG0464
 LG0464                         *CURRENT SURVEY CONTROL
 LG0464  ___________________________________________________________________
 LG0464* NAD 83(1986)-  40 38 34.     (N)    097 29 51.     (W)     SCALED    
 LG0464* NAVD 88     -       492.420  (meters)    1615.55   (feet)  ADJUSTED  
 LG0464  ___________________________________________________________________
 LG0464  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 LG0464  DYNAMIC HT  -         492.149 (meters)    1614.66  (feet)  COMP
 LG0464  MODELED GRAV-     980,059.7   (mgal)                       NAVD 88
 LG0464
 LG0464  VERT ORDER  -  FIRST     CLASS II
 LG0464
 LG0464.The horizontal coordinates were scaled from a topographic map and have
 LG0464.an estimated accuracy of +/- 6 seconds.
 LG0464
 LG0464.The orthometric height was determined by differential leveling
 LG0464.and adjusted by the National Geodetic Survey in June 1991..
 LG0464
 LG0464.The geoid height was determined by GEOID03.
 LG0464
 LG0464.The dynamic height is computed by dividing the NAVD 88
 LG0464.geopotential number by the normal gravity value computed on the
 LG0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0464.degrees latitude (g = 980.6199 gals.).
 LG0464
 LG0464.The modeled gravity was interpolated from observed gravity values.
 LG0464
 LG0464;                    North         East    Units  Estimated Accuracy
 LG0464;SPC NE       -    92,930.      711,600.      MT  (+/- 180 meters Scaled)
 LG0464
 LG0464                          SUPERSEDED SURVEY CONTROL
 LG0464
 LG0464  NGVD 29 (??/??/92)  492.251  (m)         1614.99   (f) ADJ UNCH    1 2
 LG0464
 LG0464.Superseded values are not recommended for survey control.
 LG0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0464.See file dsdata.txt to determine how the superseded data were derived.
 LG0464
 LG0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL270001(NAD 83)
 LG0464_MARKER: DB = BENCH MARK DISK
 LG0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0464_STAMPING: 1614.905 N 14 1933
 LG0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0464+STABILITY: SURFACE MOTION
 LG0464
 LG0464  HISTORY     - Date     Condition        Report By
 LG0464  HISTORY     - 1933     MONUMENTED       CGS
 LG0464  HISTORY     - 1940     GOOD             NGS
 LG0464  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0464
 LG0464                          STATION DESCRIPTION
 LG0464
 LG0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0464'2.5 MI W FROM EXETER.
 LG0464'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0464'FROM THE STATION AT EXETER, FILLMORE COUNTY, 0.2 MILE WEST OF
 LG0464'MILEPOST 108, 0.3 MILE EAST OF A ROAD CROSSING, 190 FEET
 LG0464'NORTHEAST OF A WHISTLE POST, 190 FEET NORTHWEST OF A BATTERY
 LG0464'BOX, 97 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET
 LG0464'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 LG0464'1614.905 N 14 1933 AND SET IN THE TOP OF A CONCRETE POST
 LG0464'PROJECTING 0.4 FOOT ABOVE GROUND.
 LG0464
 LG0464                          STATION RECOVERY (1967)
 LG0464
 LG0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1218 ***********************************************************************
 NM1218  DESIGNATION -  N 141
 NM1218  PID         -  NM1218
 NM1218  STATE/COUNTY-  NE/STANTON
 NM1218  USGS QUAD   -  HOSKINS (1976)
 NM1218
 NM1218                         *CURRENT SURVEY CONTROL
 NM1218  ___________________________________________________________________
 NM1218* NAD 83(1986)-  42 00 49.     (N)    097 22 15.     (W)     SCALED    
 NM1218* NAVD 88     -       459.053  (meters)    1506.08   (feet)  ADJUSTED  
 NM1218  ___________________________________________________________________
 NM1218  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 NM1218  DYNAMIC HT  -         458.874 (meters)    1505.49  (feet)  COMP
 NM1218  MODELED GRAV-     980,218.2   (mgal)                       NAVD 88
 NM1218
 NM1218  VERT ORDER  -  SECOND    CLASS 0
 NM1218
 NM1218.The horizontal coordinates were scaled from a topographic map and have
 NM1218.an estimated accuracy of +/- 6 seconds.
 NM1218
 NM1218.The orthometric height was determined by differential leveling
 NM1218.and adjusted by the National Geodetic Survey in June 1991..
 NM1218
 NM1218.The geoid height was determined by GEOID03.
 NM1218
 NM1218.The dynamic height is computed by dividing the NAVD 88
 NM1218.geopotential number by the normal gravity value computed on the
 NM1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1218.degrees latitude (g = 980.6199 gals.).
 NM1218
 NM1218.The modeled gravity was interpolated from observed gravity values.
 NM1218
 NM1218;                    North         East    Units  Estimated Accuracy
 NM1218;SPC NE       -   245,380.      717,680.      MT  (+/- 180 meters Scaled)
 NM1218
 NM1218                          SUPERSEDED SURVEY CONTROL
 NM1218
 NM1218  NGVD 29 (??/??/92)  458.872  (m)         1505.48   (f) ADJ UNCH    2 0
 NM1218
 NM1218.Superseded values are not recommended for survey control.
 NM1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1218.See file dsdata.txt to determine how the superseded data were derived.
 NM1218
 NM1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM348525(NAD 83)
 NM1218_MARKER: DB = BENCH MARK DISK
 NM1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1218_STAMPING: N 141 1935
 NM1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1218+STABILITY: SURFACE MOTION
 NM1218
 NM1218  HISTORY     - Date     Condition        Report By
 NM1218  HISTORY     - 1935     MONUMENTED       CGS
 NM1218  HISTORY     - 1968     MARK NOT FOUND   NGS
 NM1218
 NM1218                          STATION DESCRIPTION
 NM1218
 NM1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1218'2 MI E FROM NORFOLK.
 NM1218'IN STANTON COUNTY, 2.0 MI E ALONG THE CHICAGO AND NORTH WESTERN
 NM1218'RAILWAY FROM THE STATION AT NORFOLK, MADISON COUNTY, 429 FT W OF
 NM1218'BRIDGE 129, 89 FT N OF MILEPOST 79, 41.5 FT N OF THE N RAIL, AND
 NM1218'37 FT S OF THE CENTER LINE OF U.S. HIGHWAY 275.  A STANDARD DISK,
 NM1218'STAMPED N 141 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NM1218
 NM1218                          STATION RECOVERY (1968)
 NM1218
 NM1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NM1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0087 ***********************************************************************
 LH0087  DESIGNATION -  N 15
 LH0087  PID         -  LH0087
 LH0087  STATE/COUNTY-  NE/CLAY
 LH0087  USGS QUAD   -  INLAND (1969)
 LH0087
 LH0087                         *CURRENT SURVEY CONTROL
 LH0087  ___________________________________________________________________
 LH0087* NAD 83(1986)-  40 36 11.     (N)    098 11 06.     (W)     SCALED    
 LH0087* NAVD 88     -       554.895  (meters)    1820.52   (feet)  ADJUSTED  
 LH0087  ___________________________________________________________________
 LH0087  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 LH0087  DYNAMIC HT  -         554.589 (meters)    1819.51  (feet)  COMP
 LH0087  MODELED GRAV-     980,055.1   (mgal)                       NAVD 88
 LH0087
 LH0087  VERT ORDER  -  FIRST     CLASS II
 LH0087
 LH0087.The horizontal coordinates were scaled from a topographic map and have
 LH0087.an estimated accuracy of +/- 6 seconds.
 LH0087
 LH0087.The orthometric height was determined by differential leveling
 LH0087.and adjusted by the National Geodetic Survey in June 1991..
 LH0087
 LH0087.The geoid height was determined by GEOID03.
 LH0087
 LH0087.The dynamic height is computed by dividing the NAVD 88
 LH0087.geopotential number by the normal gravity value computed on the
 LH0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0087.degrees latitude (g = 980.6199 gals.).
 LH0087
 LH0087.The modeled gravity was interpolated from observed gravity values.
 LH0087
 LH0087;                    North         East    Units  Estimated Accuracy
 LH0087;SPC NE       -    87,070.      653,570.      MT  (+/- 180 meters Scaled)
 LH0087
 LH0087                          SUPERSEDED SURVEY CONTROL
 LH0087
 LH0087  NGVD 29 (??/??/92)  554.678  (m)         1819.81   (f) ADJ UNCH    1 2
 LH0087
 LH0087.Superseded values are not recommended for survey control.
 LH0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0087.See file dsdata.txt to determine how the superseded data were derived.
 LH0087
 LH0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK689950(NAD 83)
 LH0087_MARKER: DB = BENCH MARK DISK
 LH0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0087_SP_SET: BRIDGE
 LH0087_STAMPING: 1819.855 N 15 1933
 LH0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0087
 LH0087  HISTORY     - Date     Condition        Report By
 LH0087  HISTORY     - 1933     MONUMENTED       CGS
 LH0087  HISTORY     - 1934     GOOD             NGS
 LH0087  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LH0087
 LH0087                          STATION DESCRIPTION
 LH0087
 LH0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0087'2.2 MI E FROM INLAND.
 LH0087'2.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0087'FROM THE STATION AT INLAND, CLAY COUNTY, 4 RAILS WEST OF A
 LH0087'ROAD CROSSING, AT REINFORCED CONCRETE BRIDGE 145.38, AND IN THE
 LH0087'TOP OF THE NORTH END OF THE WEST ABUTMENT.  A STANDARD DISK,
 LH0087'STAMPED 1819.855 N 15 1933.
 LH0087
 LH0087                          STATION RECOVERY (1991)
 LH0087
 LH0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0087'THE DISK MAY STILL BE IN PLACE UNDER A WOODEN BEAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0301 ***********************************************************************
 LJ0301  DESIGNATION -  N 158
 LJ0301  PID         -  LJ0301
 LJ0301  STATE/COUNTY-  NE/CHASE
 LJ0301  USGS QUAD   -  IMPERIAL (1973)
 LJ0301
 LJ0301                         *CURRENT SURVEY CONTROL
 LJ0301  ___________________________________________________________________
 LJ0301* NAD 83(1986)-  40 30 42.     (N)    101 38 32.     (W)     SCALED    
 LJ0301* NAVD 88     -      1001.653  (meters)    3286.26   (feet)  ADJUSTED  
 LJ0301  ___________________________________________________________________
 LJ0301  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 LJ0301  DYNAMIC HT  -        1000.970 (meters)    3284.02  (feet)  COMP
 LJ0301  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 LJ0301
 LJ0301  VERT ORDER  -  SECOND    CLASS 0
 LJ0301
 LJ0301.The horizontal coordinates were scaled from a topographic map and have
 LJ0301.an estimated accuracy of +/- 6 seconds.
 LJ0301
 LJ0301.The orthometric height was determined by differential leveling
 LJ0301.and adjusted by the National Geodetic Survey in June 1991..
 LJ0301
 LJ0301.The geoid height was determined by GEOID03.
 LJ0301
 LJ0301.The dynamic height is computed by dividing the NAVD 88
 LJ0301.geopotential number by the normal gravity value computed on the
 LJ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0301.degrees latitude (g = 980.6199 gals.).
 LJ0301
 LJ0301.The modeled gravity was interpolated from observed gravity values.
 LJ0301
 LJ0301;                    North         East    Units  Estimated Accuracy
 LJ0301;SPC NE       -    76,640.      360,850.      MT  (+/- 180 meters Scaled)
 LJ0301
 LJ0301                          SUPERSEDED SURVEY CONTROL
 LJ0301
 LJ0301  NGVD 29 (??/??/92) 1001.255  (m)         3284.95   (f) ADJ UNCH    2 0
 LJ0301
 LJ0301.Superseded values are not recommended for survey control.
 LJ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0301.See file dsdata.txt to determine how the superseded data were derived.
 LJ0301
 LJ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK761879(NAD 83)
 LJ0301_MARKER: DB = BENCH MARK DISK
 LJ0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0301_SP_SET: CONCRETE FOOTING
 LJ0301_STAMPING: N 158 1934
 LJ0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0301
 LJ0301  HISTORY     - Date     Condition        Report By
 LJ0301  HISTORY     - 1934     MONUMENTED       CGS
 LJ0301
 LJ0301                          STATION DESCRIPTION
 LJ0301
 LJ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0301'AT IMPERIAL.
 LJ0301'AT IMPERIAL, IN RAILROAD WATER TOWER, 75 FEET EAST OF STATION.
 LJ0301'12 FEET SOUTH OF TRACK.  18 INCHES ABOVE THE GROUND.  IN CENTER
 LJ0301'AND TOP OF CONCRETE OF NORTHMOST CONCRETE FOOTING.  AT MILEPOST
 LJ0301'48.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0103 ***********************************************************************
 LJ0103  DESIGNATION -  N 159
 LJ0103  PID         -  LJ0103
 LJ0103  STATE/COUNTY-  NE/HITCHCOCK
 LJ0103  USGS QUAD   -  BEVERLY (1973)
 LJ0103
 LJ0103                         *CURRENT SURVEY CONTROL
 LJ0103  ___________________________________________________________________
 LJ0103* NAD 83(1986)-  40 17 06.     (N)    100 53 26.     (W)     SCALED    
 LJ0103* NAVD 88     -       844.429  (meters)    2770.43   (feet)  ADJUSTED  
 LJ0103  ___________________________________________________________________
 LJ0103  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 LJ0103  DYNAMIC HT  -         843.873 (meters)    2768.61  (feet)  COMP
 LJ0103  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 LJ0103
 LJ0103  VERT ORDER  -  SECOND    CLASS 0
 LJ0103
 LJ0103.The horizontal coordinates were scaled from a topographic map and have
 LJ0103.an estimated accuracy of +/- 6 seconds.
 LJ0103
 LJ0103.The orthometric height was determined by differential leveling
 LJ0103.and adjusted by the National Geodetic Survey in June 1991..
 LJ0103
 LJ0103.The geoid height was determined by GEOID03.
 LJ0103
 LJ0103.The dynamic height is computed by dividing the NAVD 88
 LJ0103.geopotential number by the normal gravity value computed on the
 LJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0103.degrees latitude (g = 980.6199 gals.).
 LJ0103
 LJ0103.The modeled gravity was interpolated from observed gravity values.
 LJ0103
 LJ0103;                    North         East    Units  Estimated Accuracy
 LJ0103;SPC NE       -    50,540.      424,280.      MT  (+/- 180 meters Scaled)
 LJ0103
 LJ0103                          SUPERSEDED SURVEY CONTROL
 LJ0103
 LJ0103  NGVD 29 (??/??/92)  844.109  (m)         2769.38   (f) ADJ UNCH    2 0
 LJ0103
 LJ0103.Superseded values are not recommended for survey control.
 LJ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0103.See file dsdata.txt to determine how the superseded data were derived.
 LJ0103
 LJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK392611(NAD 83)
 LJ0103_MARKER: DB = BENCH MARK DISK
 LJ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0103_STAMPING: N-159 1934
 LJ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0103+STABILITY: SURFACE MOTION
 LJ0103
 LJ0103  HISTORY     - Date     Condition        Report By
 LJ0103  HISTORY     - 1934     MONUMENTED       CGS
 LJ0103  HISTORY     - 1973     MARK NOT FOUND   NGS
 LJ0103
 LJ0103                          STATION DESCRIPTION
 LJ0103
 LJ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0103'8.3 MI N FROM CULBERTSON.
 LJ0103'8.3 MILES NORTH BURLINGTON STATION AT CULBERTSON, ON HIGHWAY
 LJ0103'17 ABOUT 2 MILES NORTH OF JUNCTION OF HIGHWAY 17 AND U.S.
 LJ0103'HIGHWAY 6.  AT ENTRANCE TO FIELD.  40 FEET EAST OF CENTER
 LJ0103'LINE OF HIGHWAY 17.
 LJ0103
 LJ0103                          STATION RECOVERY (1973)
 LJ0103
 LJ0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LJ0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0655 ***********************************************************************
 ML0655  DESIGNATION -  N 16
 ML0655  PID         -  ML0655
 ML0655  STATE/COUNTY-  NE/CUSTER
 ML0655  USGS QUAD   -  MASON CITY NW (1951)
 ML0655
 ML0655                         *CURRENT SURVEY CONTROL
 ML0655  ___________________________________________________________________
 ML0655* NAD 83(1986)-  41 10 43.     (N)    099 22 39.     (W)     SCALED    
 ML0655* NAVD 88     -       727.159  (meters)    2385.69   (feet)  ADJUSTED  
 ML0655  ___________________________________________________________________
 ML0655  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 ML0655  DYNAMIC HT  -         726.763 (meters)    2384.39  (feet)  COMP
 ML0655  MODELED GRAV-     980,054.8   (mgal)                       NAVD 88
 ML0655
 ML0655  VERT ORDER  -  FIRST     CLASS II
 ML0655
 ML0655.The horizontal coordinates were scaled from a topographic map and have
 ML0655.an estimated accuracy of +/- 6 seconds.
 ML0655
 ML0655.The orthometric height was determined by differential leveling
 ML0655.and adjusted by the National Geodetic Survey in June 1991..
 ML0655
 ML0655.The geoid height was determined by GEOID03.
 ML0655
 ML0655.The dynamic height is computed by dividing the NAVD 88
 ML0655.geopotential number by the normal gravity value computed on the
 ML0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0655.degrees latitude (g = 980.6199 gals.).
 ML0655
 ML0655.The modeled gravity was interpolated from observed gravity values.
 ML0655
 ML0655;                    North         East    Units  Estimated Accuracy
 ML0655;SPC NE       -   149,550.      552,220.      MT  (+/- 180 meters Scaled)
 ML0655
 ML0655                          SUPERSEDED SURVEY CONTROL
 ML0655
 ML0655  NGVD 29 (??/??/92)  726.910  (m)         2384.87   (f) ADJ UNCH    1 2
 ML0655
 ML0655.Superseded values are not recommended for survey control.
 ML0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0655.See file dsdata.txt to determine how the superseded data were derived.
 ML0655
 ML0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML683586(NAD 83)
 ML0655_MARKER: DB = BENCH MARK DISK
 ML0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0655_STAMPING: N 16 1933
 ML0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0655+STABILITY: SURFACE MOTION
 ML0655
 ML0655  HISTORY     - Date     Condition        Report By
 ML0655  HISTORY     - 1933     MONUMENTED       CGS
 ML0655  HISTORY     - 1968     MARK NOT FOUND   NGS
 ML0655
 ML0655                          STATION DESCRIPTION
 ML0655
 ML0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ML0655'8 M S FROM ANSLEY.
 ML0655'ABOUT 8 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM ANSLEY, CUSTER
 ML0655'COUNTY, BETWEEN TWO HILLS, ABOUT 1/4 MILE SOUTH OF A CROSS
 ML0655'ROAD, ABOUT 400 FEET EAST OF THE FARMHOUSE OF DR. C.D. WILLIAMS,
 ML0655'ABOUT 100 YARDS SOUTH OF A SMALL CULVERT, AND 30 FEET EAST
 ML0655'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 ML0655'2384.871 N 16 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ML0655'ABOUT 5 INCHES ABOVE GROUND.  NOTE-- THE ROAD WAS WIDENED.  A
 ML0655'LARGE CUT WAS TAKEN IN THE ROAD AT THE MARK SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0282 ***********************************************************************
 LJ0282  DESIGNATION -  N 161
 LJ0282  PID         -  LJ0282
 LJ0282  STATE/COUNTY-  NE/PERKINS
 LJ0282  USGS QUAD   -  GRANT (1973)
 LJ0282
 LJ0282                         *CURRENT SURVEY CONTROL
 LJ0282  ___________________________________________________________________
 LJ0282* NAD 83(1986)-  40 50 40.     (N)    101 38 02.     (W)     SCALED    
 LJ0282* NAVD 88     -      1024.401  (meters)    3360.89   (feet)  ADJUSTED  
 LJ0282  ___________________________________________________________________
 LJ0282  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 LJ0282  DYNAMIC HT  -        1023.728 (meters)    3358.68  (feet)  COMP
 LJ0282  MODELED GRAV-     979,932.5   (mgal)                       NAVD 88
 LJ0282
 LJ0282  VERT ORDER  -  SECOND    CLASS 0
 LJ0282
 LJ0282.The horizontal coordinates were scaled from a topographic map and have
 LJ0282.an estimated accuracy of +/- 6 seconds.
 LJ0282
 LJ0282.The orthometric height was determined by differential leveling
 LJ0282.and adjusted by the National Geodetic Survey in June 1991..
 LJ0282
 LJ0282.The geoid height was determined by GEOID03.
 LJ0282
 LJ0282.The dynamic height is computed by dividing the NAVD 88
 LJ0282.geopotential number by the normal gravity value computed on the
 LJ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0282.degrees latitude (g = 980.6199 gals.).
 LJ0282
 LJ0282.The modeled gravity was interpolated from observed gravity values.
 LJ0282
 LJ0282;                    North         East    Units  Estimated Accuracy
 LJ0282;SPC NE       -   113,560.      362,260.      MT  (+/- 180 meters Scaled)
 LJ0282
 LJ0282                          SUPERSEDED SURVEY CONTROL
 LJ0282
 LJ0282  NGVD 29 (??/??/92) 1023.989  (m)         3359.54   (f) ADJ UNCH    2 0
 LJ0282
 LJ0282.Superseded values are not recommended for survey control.
 LJ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0282.See file dsdata.txt to determine how the superseded data were derived.
 LJ0282
 LJ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL779248(NAD 83)
 LJ0282_MARKER: DB = BENCH MARK DISK
 LJ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0282_STAMPING: N 161 1934
 LJ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0282+STABILITY: SURFACE MOTION
 LJ0282
 LJ0282  HISTORY     - Date     Condition        Report By
 LJ0282  HISTORY     - 1934     MONUMENTED       CGS
 LJ0282  HISTORY     - 1941     GOOD             NGS
 LJ0282
 LJ0282                          STATION DESCRIPTION
 LJ0282
 LJ0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0282'4.8 MI W FROM MADRID.
 LJ0282'4.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0282'FROM THE STATION AT MADRID, PERKINS COUNTY, AT A ROAD CROSSING,
 LJ0282'30 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 21 FEET WEST OF
 LJ0282'THE CENTERLINE OF THE ROAD, AT THE GATE TO A FIELD, AND IN LINE
 LJ0282'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED N 161 1934 AND
 LJ0282'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0173 ***********************************************************************
 LJ0173  DESIGNATION -  N 162
 LJ0173  PID         -  LJ0173
 LJ0173  STATE/COUNTY-  NE/HAYES
 LJ0173  USGS QUAD   -  HAYES CENTER (1974)
 LJ0173
 LJ0173                         *CURRENT SURVEY CONTROL
 LJ0173  ___________________________________________________________________
 LJ0173* NAD 83(1986)-  40 31 24.     (N)    101 06 49.     (W)     SCALED    
 LJ0173* NAVD 88     -       943.719  (meters)    3096.18   (feet)  ADJUSTED  
 LJ0173  ___________________________________________________________________
 LJ0173  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 LJ0173  DYNAMIC HT  -         943.086 (meters)    3094.11  (feet)  COMP
 LJ0173  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 LJ0173
 LJ0173  VERT ORDER  -  SECOND    CLASS 0
 LJ0173
 LJ0173.The horizontal coordinates were scaled from a topographic map and have
 LJ0173.an estimated accuracy of +/- 6 seconds.
 LJ0173
 LJ0173.The orthometric height was determined by differential leveling
 LJ0173.and adjusted by the National Geodetic Survey in June 1991..
 LJ0173
 LJ0173.The geoid height was determined by GEOID03.
 LJ0173
 LJ0173.The dynamic height is computed by dividing the NAVD 88
 LJ0173.geopotential number by the normal gravity value computed on the
 LJ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0173.degrees latitude (g = 980.6199 gals.).
 LJ0173
 LJ0173.The modeled gravity was interpolated from observed gravity values.
 LJ0173
 LJ0173;                    North         East    Units  Estimated Accuracy
 LJ0173;SPC NE       -    77,220.      405,660.      MT  (+/- 180 meters Scaled)
 LJ0173
 LJ0173                          SUPERSEDED SURVEY CONTROL
 LJ0173
 LJ0173  NGVD 29 (??/??/92)  943.342  (m)         3094.95   (f) ADJ UNCH    2 0
 LJ0173
 LJ0173.Superseded values are not recommended for survey control.
 LJ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0173.See file dsdata.txt to determine how the superseded data were derived.
 LJ0173
 LJ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK209879(NAD 83)
 LJ0173_MARKER: DB = BENCH MARK DISK
 LJ0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0173_SP_SET: CULVERT
 LJ0173_STAMPING: N-162 1934
 LJ0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0173
 LJ0173  HISTORY     - Date     Condition        Report By
 LJ0173  HISTORY     - 1934     MONUMENTED       CGS
 LJ0173  HISTORY     - 1938     GOOD             NGS
 LJ0173
 LJ0173                          STATION DESCRIPTION
 LJ0173
 LJ0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LJ0173'5.3 MI NW FROM HAYES CENTER.
 LJ0173'ALONG STATE HWY. 17, 5.3 NORTHWEST OF THE I.O.O.F. BUILDING AT
 LJ0173'HAYES CENTER, ABOUT 1/4 MILE NORTH OF A FARM HOUSE.  A STANDARD DISK
 LJ0173'SET IN TOP OF A CONCRETE HEADWALL OF HWY. CULVERT ON THE EAST
 LJ0173'SIDE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0734 ***********************************************************************
 LG0734  DESIGNATION -  N 163
 LG0734  PID         -  LG0734
 LG0734  STATE/COUNTY-  NE/NUCKOLLS
 LG0734  USGS QUAD   -  OAK (1960)
 LG0734
 LG0734                         *CURRENT SURVEY CONTROL
 LG0734  ___________________________________________________________________
 LG0734* NAD 83(1986)-  40 07 58.     (N)    097 59 53.     (W)     SCALED    
 LG0734* NAVD 88     -       539.902  (meters)    1771.33   (feet)  ADJUSTED  
 LG0734  ___________________________________________________________________
 LG0734  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 LG0734  DYNAMIC HT  -         539.586 (meters)    1770.29  (feet)  COMP
 LG0734  MODELED GRAV-     980,023.9   (mgal)                       NAVD 88
 LG0734
 LG0734  VERT ORDER  -  SECOND    CLASS 0
 LG0734
 LG0734.The horizontal coordinates were scaled from a topographic map and have
 LG0734.an estimated accuracy of +/- 6 seconds.
 LG0734
 LG0734.The orthometric height was determined by differential leveling
 LG0734.and adjusted by the National Geodetic Survey in June 1991..
 LG0734
 LG0734.The geoid height was determined by GEOID03.
 LG0734
 LG0734.The dynamic height is computed by dividing the NAVD 88
 LG0734.geopotential number by the normal gravity value computed on the
 LG0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0734.degrees latitude (g = 980.6199 gals.).
 LG0734
 LG0734.The modeled gravity was interpolated from observed gravity values.
 LG0734
 LG0734;                    North         East    Units  Estimated Accuracy
 LG0734;SPC NE       -    35,220.      670,600.      MT  (+/- 180 meters Scaled)
 LG0734
 LG0734                          SUPERSEDED SURVEY CONTROL
 LG0734
 LG0734  NGVD 29 (??/??/92)  539.721  (m)         1770.73   (f) ADJ UNCH    2 0
 LG0734
 LG0734.Superseded values are not recommended for survey control.
 LG0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0734.See file dsdata.txt to determine how the superseded data were derived.
 LG0734
 LG0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK853429(NAD 83)
 LG0734_MARKER: DB = BENCH MARK DISK
 LG0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0734_STAMPING: N 163 1934
 LG0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0734+STABILITY: SURFACE MOTION
 LG0734
 LG0734  HISTORY     - Date     Condition        Report By
 LG0734  HISTORY     - 1934     MONUMENTED       CGS
 LG0734
 LG0734                          STATION DESCRIPTION
 LG0734
 LG0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0734'1.9 MI NE FROM CADAMS.
 LG0734'1.9 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0734'FROM THE STATION AT CADAMS, NUCKOLLS COUNTY, AT A ROAD CROSSING,
 LG0734'48 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 27 FEET SOUTH
 LG0734'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED N
 LG0734'163 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0677 ***********************************************************************
 LH0677  DESIGNATION -  N 164
 LH0677  PID         -  LH0677
 LH0677  STATE/COUNTY-  NE/PHELPS
 LH0677  USGS QUAD   -  HOLDREGE EAST (1970)
 LH0677
 LH0677                         *CURRENT SURVEY CONTROL
 LH0677  ___________________________________________________________________
 LH0677* NAD 83(1986)-  40 26 17.     (N)    099 21 38.     (W)     SCALED    
 LH0677* NAVD 88     -       704.088  (meters)    2310.00   (feet)  ADJUSTED  
 LH0677  ___________________________________________________________________
 LH0677  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 LH0677  DYNAMIC HT  -         703.654 (meters)    2308.57  (feet)  COMP
 LH0677  MODELED GRAV-     979,984.4   (mgal)                       NAVD 88
 LH0677
 LH0677  VERT ORDER  -  SECOND    CLASS 0
 LH0677
 LH0677.The horizontal coordinates were scaled from a topographic map and have
 LH0677.an estimated accuracy of +/- 6 seconds.
 LH0677
 LH0677.The orthometric height was determined by differential leveling
 LH0677.and adjusted by the National Geodetic Survey in June 1991..
 LH0677
 LH0677.The geoid height was determined by GEOID03.
 LH0677
 LH0677.The dynamic height is computed by dividing the NAVD 88
 LH0677.geopotential number by the normal gravity value computed on the
 LH0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0677.degrees latitude (g = 980.6199 gals.).
 LH0677
 LH0677.The modeled gravity was interpolated from observed gravity values.
 LH0677
 LH0677;                    North         East    Units  Estimated Accuracy
 LH0677;SPC NE       -    67,340.      554,240.      MT  (+/- 180 meters Scaled)
 LH0677
 LH0677                          SUPERSEDED SURVEY CONTROL
 LH0677
 LH0677  NGVD 29 (??/??/92)  703.812  (m)         2309.09   (f) ADJ UNCH    2 0
 LH0677
 LH0677.Superseded values are not recommended for survey control.
 LH0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0677.See file dsdata.txt to determine how the superseded data were derived.
 LH0677
 LH0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK694764(NAD 83)
 LH0677_MARKER: DB = BENCH MARK DISK
 LH0677_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0677_SP_SET: CULVERT HEADWALL
 LH0677_STAMPING: N 164 1934
 LH0677_MARK LOGO: CGS   
 LH0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0677+STABILITY: SURFACE MOTION
 LH0677
 LH0677  HISTORY     - Date     Condition        Report By
 LH0677  HISTORY     - 1934     MONUMENTED       CGS
 LH0677  HISTORY     - 1941     GOOD             NGS
 LH0677  HISTORY     - 19820318 GOOD             NGS
 LH0677
 LH0677                          STATION DESCRIPTION
 LH0677
 LH0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LH0677'AT HOLDREGE.
 LH0677'AT THE EAST SIDE OF HOLDREGE, PHELPS COUNTY, ON THE CHICAGO,
 LH0677'BURLINGTON AND QUINCY RAILROAD, 50 FEET EAST OF RAILROAD BRIDGE
 LH0677'210.42, 75 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT A
 LH0677'CONCRETE CULVERT ON U.S. HIGHWAY 6, IN THE TOP OF THE SOUTH
 LH0677'HEADWALL, AND 15 FEET SOUTH OF THE CENTERLINE OF HIGHWAY.  A
 LH0677'STANDARD DISK, STAMPED N 164 1934.
 LH0677
 LH0677                          STATION RECOVERY (1982)
 LH0677
 LH0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LH0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1516 ***********************************************************************
 LH1516  DESIGNATION -  N 164 RESET
 LH1516  PID         -  LH1516
 LH1516  STATE/COUNTY-  NE/PHELPS
 LH1516  USGS QUAD   -  HOLDREGE EAST (1970)
 LH1516
 LH1516                         *CURRENT SURVEY CONTROL
 LH1516  ___________________________________________________________________
 LH1516* NAD 83(1986)-  40 26 17.     (N)    099 21 38.     (W)     SCALED    
 LH1516* NAVD 88     -       707.19   (meters)    2320.2    (feet)  RESET     
 LH1516  ___________________________________________________________________
 LH1516  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 LH1516
 LH1516  VERT ORDER  -  THIRD
 LH1516
 LH1516.The horizontal coordinates were scaled from a topographic map and have
 LH1516.an estimated accuracy of +/- 6 seconds.
 LH1516
 LH1516.The orthometric height was computed from unverified reset data.
 LH1516.No vertical observational check was made to the station.
 LH1516
 LH1516.The geoid height was determined by GEOID03.
 LH1516
 LH1516;                    North         East    Units  Estimated Accuracy
 LH1516;SPC NE       -    67,340.      554,240.      MT  (+/- 180 meters Scaled)
 LH1516
 LH1516                          SUPERSEDED SURVEY CONTROL
 LH1516
 LH1516  NGVD 29 (08/02/06)  706.91   (m)         2319.3    (f) RESET       3  
 LH1516
 LH1516.Superseded values are not recommended for survey control.
 LH1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1516.See file dsdata.txt to determine how the superseded data were derived.
 LH1516
 LH1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK694764(NAD 83)
 LH1516_MARKER: DV = VERTICAL CONTROL DISK
 LH1516_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH1516_SP_SET: BRIDGE ABUTMENT
 LH1516_STAMPING: N 164 RESET 1982
 LH1516_MARK LOGO: NGS   
 LH1516_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1516
 LH1516  HISTORY     - Date     Condition        Report By
 LH1516  HISTORY     - 1982     MONUMENTED       NGS
 LH1516
 LH1516                          STATION DESCRIPTION
 LH1516
 LH1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LH1516'1.6 KM (1.00 MI) EAST ALONG US HIGHWAY 6 FROM THE JUNCTION WITH US
 LH1516'HIGHWAY 183 IN HOLDREGE, TO A STREET ON THE RIGHT AND THE MARK IN THE
 LH1516'NORTH END OF THE EAST ABUTMENT OF RAILROAD BRIDGE 210.42 OVER THE
 LH1516'STREET, 2.13 M (6.99 FT) NORTH OF THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0019 ***********************************************************************
 LJ0019  DESIGNATION -  N 165
 LJ0019  PID         -  LJ0019
 LJ0019  STATE/COUNTY-  NE/LINCOLN
 LJ0019  USGS QUAD   -  STOCKVILLE NE (1956)
 LJ0019
 LJ0019                         *CURRENT SURVEY CONTROL
 LJ0019  ___________________________________________________________________
 LJ0019* NAD 83(1986)-  40 43 58.     (N)    100 20 19.     (W)     SCALED    
 LJ0019* NAVD 88     -       822.622  (meters)    2698.89   (feet)  ADJUSTED  
 LJ0019  ___________________________________________________________________
 LJ0019  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 LJ0019  DYNAMIC HT  -         822.113 (meters)    2697.22  (feet)  COMP
 LJ0019  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 LJ0019
 LJ0019  VERT ORDER  -  SECOND    CLASS 0
 LJ0019
 LJ0019.The horizontal coordinates were scaled from a topographic map and have
 LJ0019.an estimated accuracy of +/- 6 seconds.
 LJ0019
 LJ0019.The orthometric height was determined by differential leveling
 LJ0019.and adjusted by the National Geodetic Survey in June 1991..
 LJ0019
 LJ0019.The geoid height was determined by GEOID03.
 LJ0019
 LJ0019.The dynamic height is computed by dividing the NAVD 88
 LJ0019.geopotential number by the normal gravity value computed on the
 LJ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0019.degrees latitude (g = 980.6199 gals.).
 LJ0019
 LJ0019.The modeled gravity was interpolated from observed gravity values.
 LJ0019
 LJ0019;                    North         East    Units  Estimated Accuracy
 LJ0019;SPC NE       -    99,920.      471,400.      MT  (+/- 180 meters Scaled)
 LJ0019
 LJ0019                          SUPERSEDED SURVEY CONTROL
 LJ0019
 LJ0019  NGVD 29 (??/??/92)  822.286  (m)         2697.78   (f) ADJ UNCH    2 0
 LJ0019
 LJ0019.Superseded values are not recommended for survey control.
 LJ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0019.See file dsdata.txt to determine how the superseded data were derived.
 LJ0019
 LJ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL869099(NAD 83)
 LJ0019_MARKER: DB = BENCH MARK DISK
 LJ0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0019_SP_SET: BRIDGE
 LJ0019_STAMPING: N 165 1934
 LJ0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0019
 LJ0019  HISTORY     - Date     Condition        Report By
 LJ0019  HISTORY     - 1934     MONUMENTED       CGS
 LJ0019  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0019
 LJ0019                          STATION DESCRIPTION
 LJ0019
 LJ0019'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0019'1.2 MI W FROM INGHAM.
 LJ0019'1.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0019'FROM THE STATION AT INGHAM, LINCOLN COUNTY, 100 FEET NORTH OF
 LJ0019'RAILROAD BRIDGE 57.20, AT A HIGHWAY BRIDGE, IN THE TOP OF THE
 LJ0019'SOUTHWEST CONCRETE WING WALL, AND ABOUT 25 FEET LOWER THAN THE
 LJ0019'TRACK.  A STANDARD DISK, STAMPED N 165 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0939 ***********************************************************************
 LH0939  DESIGNATION -  N 166 RESET
 LH0939  PID         -  LH0939
 LH0939  STATE/COUNTY-  NE/FURNAS
 LH0939  USGS QUAD   -  OXFORD (1958)
 LH0939
 LH0939                         *CURRENT SURVEY CONTROL
 LH0939  ___________________________________________________________________
 LH0939* NAD 83(1986)-  40 16 16.     (N)    099 44 03.     (W)     SCALED    
 LH0939* NAVD 88     -       643.80   (+/-2cm)    2112.2    (feet)  VERTCON   
 LH0939  ___________________________________________________________________
 LH0939  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 LH0939
 LH0939  VERT ORDER  -  THIRD (See Below)
 LH0939
 LH0939.The horizontal coordinates were scaled from a topographic map and have
 LH0939.an estimated accuracy of +/- 6 seconds.
 LH0939
 LH0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0939.The vertical order pertains to the NGVD 29 superseded value.
 LH0939
 LH0939.The geoid height was determined by GEOID03.
 LH0939
 LH0939;                    North         East    Units  Estimated Accuracy
 LH0939;SPC NE       -    48,640.      522,610.      MT  (+/- 180 meters Scaled)
 LH0939
 LH0939                          SUPERSEDED SURVEY CONTROL
 LH0939
 LH0939  NGVD 29 (08/02/06)  643.52   (m)         2111.3    (f) RESET       3  
 LH0939
 LH0939.Superseded values are not recommended for survey control.
 LH0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0939.See file dsdata.txt to determine how the superseded data were derived.
 LH0939
 LH0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK375581(NAD 83)
 LH0939_MARKER: DB = BENCH MARK DISK
 LH0939_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0939_SP_SET: WINGWALL
 LH0939_STAMPING: N 166 RESET 1977
 LH0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0939+STABILITY: SURFACE MOTION
 LH0939
 LH0939  HISTORY     - Date     Condition        Report By
 LH0939  HISTORY     - 1977     MONUMENTED       NEDR
 LH0939
 LH0939                          STATION DESCRIPTION
 LH0939
 LH0939'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1977
 LH0939'2.1 MI EAST FROM EDISON.
 LH0939'2.1 MILES EAST ALONG THE BURLINGTON NORTHERN INC. RAILROAD FROM
 LH0939'BRIDGE NO. 241.51 IN EDISON, 64 FEET SOUTH OF BRIDGE NO. 239.38,
 LH0939'BETWEEN THE TRACK AND U.S. HIGHWAY 136, AT A CONCRETE BRIDGE ON
 LH0939'THE HIGHWAY, AND IN THE TOP OF THE NORTHWEST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0303 ***********************************************************************
 LH0303  DESIGNATION -  N 167
 LH0303  PID         -  LH0303
 LH0303  STATE/COUNTY-  NE/WEBSTER
 LH0303  USGS QUAD   -  BLUE HILL (1969)
 LH0303
 LH0303                         *CURRENT SURVEY CONTROL
 LH0303  ___________________________________________________________________
 LH0303* NAD 83(1986)-  40 18 24.     (N)    098 25 18.     (W)     SCALED    
 LH0303* NAVD 88     -       609.004  (meters)    1998.04   (feet)  ADJUSTED  
 LH0303  ___________________________________________________________________
 LH0303  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 LH0303  DYNAMIC HT  -         608.639 (meters)    1996.84  (feet)  COMP
 LH0303  MODELED GRAV-     980,006.9   (mgal)                       NAVD 88
 LH0303
 LH0303  VERT ORDER  -  SECOND    CLASS 0
 LH0303
 LH0303.The horizontal coordinates were scaled from a topographic map and have
 LH0303.an estimated accuracy of +/- 6 seconds.
 LH0303
 LH0303.The orthometric height was determined by differential leveling
 LH0303.and adjusted by the National Geodetic Survey in June 1991..
 LH0303
 LH0303.The geoid height was determined by GEOID03.
 LH0303
 LH0303.The dynamic height is computed by dividing the NAVD 88
 LH0303.geopotential number by the normal gravity value computed on the
 LH0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0303.degrees latitude (g = 980.6199 gals.).
 LH0303
 LH0303.The modeled gravity was interpolated from observed gravity values.
 LH0303
 LH0303;                    North         East    Units  Estimated Accuracy
 LH0303;SPC NE       -    53,780.      634,150.      MT  (+/- 180 meters Scaled)
 LH0303
 LH0303                          SUPERSEDED SURVEY CONTROL
 LH0303
 LH0303  NGVD 29 (??/??/92)  608.771  (m)         1997.28   (f) ADJ UNCH    2 0
 LH0303
 LH0303.Superseded values are not recommended for survey control.
 LH0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0303.See file dsdata.txt to determine how the superseded data were derived.
 LH0303
 LH0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK491619(NAD 83)
 LH0303_MARKER: DB = BENCH MARK DISK
 LH0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0303_STAMPING: N 167 1934
 LH0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0303+STABILITY: SURFACE MOTION
 LH0303
 LH0303  HISTORY     - Date     Condition        Report By
 LH0303  HISTORY     - 1934     MONUMENTED       CGS
 LH0303
 LH0303                          STATION DESCRIPTION
 LH0303
 LH0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0303'2.7 MI E FROM BLUE HILL.
 LH0303'2.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0303'FROM THE STATION AT BLUE HILL, WEBSTER COUNTY, AT A ROAD CROSSING,
 LH0303'38 FEET EAST OF THE CENTERLINE OF THE ROAD, 27 FEET NORTH OF THE
 LH0303'CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH OF THE PROPERTY LINE.
 LH0303'A STANDARD DISK, STAMPED N 167 1934 AND SET IN THE TOP OF A
 LH0303'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0333 ***********************************************************************
 LH0333  DESIGNATION -  N 168
 LH0333  PID         -  LH0333
 LH0333  STATE/COUNTY-  NE/ADAMS
 LH0333  USGS QUAD   -  HOLSTEIN (1969)
 LH0333
 LH0333                         *CURRENT SURVEY CONTROL
 LH0333  ___________________________________________________________________
 LH0333* NAD 83(1986)-  40 28 11.     (N)    098 42 10.     (W)     SCALED    
 LH0333* NAVD 88     -       608.010  (meters)    1994.78   (feet)  ADJUSTED  
 LH0333  ___________________________________________________________________
 LH0333  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 LH0333  DYNAMIC HT  -         607.655 (meters)    1993.61  (feet)  COMP
 LH0333  MODELED GRAV-     980,020.8   (mgal)                       NAVD 88
 LH0333
 LH0333  VERT ORDER  -  SECOND    CLASS 0
 LH0333
 LH0333.The horizontal coordinates were scaled from a topographic map and have
 LH0333.an estimated accuracy of +/- 6 seconds.
 LH0333
 LH0333.The orthometric height was determined by differential leveling
 LH0333.and adjusted by the National Geodetic Survey in June 1991..
 LH0333
 LH0333.The geoid height was determined by GEOID03.
 LH0333
 LH0333.The dynamic height is computed by dividing the NAVD 88
 LH0333.geopotential number by the normal gravity value computed on the
 LH0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0333.degrees latitude (g = 980.6199 gals.).
 LH0333
 LH0333.The modeled gravity was interpolated from observed gravity values.
 LH0333
 LH0333;                    North         East    Units  Estimated Accuracy
 LH0333;SPC NE       -    71,480.      609,990.      MT  (+/- 180 meters Scaled)
 LH0333
 LH0333                          SUPERSEDED SURVEY CONTROL
 LH0333
 LH0333  NGVD 29 (??/??/92)  607.764  (m)         1993.97   (f) ADJ UNCH    2 0
 LH0333
 LH0333.Superseded values are not recommended for survey control.
 LH0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0333.See file dsdata.txt to determine how the superseded data were derived.
 LH0333
 LH0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK251799(NAD 83)
 LH0333_MARKER: DB = BENCH MARK DISK
 LH0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0333_STAMPING: N 168 1934
 LH0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0333+STABILITY: SURFACE MOTION
 LH0333
 LH0333  HISTORY     - Date     Condition        Report By
 LH0333  HISTORY     - 1934     MONUMENTED       CGS
 LH0333  HISTORY     - 1949     GOOD             NGS
 LH0333
 LH0333                          STATION DESCRIPTION
 LH0333
 LH0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LH0333'2.7 MI W FROM HOLSTEIN.
 LH0333'2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0333'FROM THE WATER TOWER AT HOLSTEIN, ADAMS COUNTY, 19 RAILS EAST
 LH0333'OF BRIDGE 52.31, 54 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LH0333'AND 1 FOOT NORTH OF A PROPERTY LINE.  A STANDARD DISK, STAMPED
 LH0333'N 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0371 ***********************************************************************
 LH0371  DESIGNATION -  N 169
 LH0371  PID         -  LH0371
 LH0371  STATE/COUNTY-  NE/FRANKLIN
 LH0371  USGS QUAD   -  RIVERTON (1974)
 LH0371
 LH0371                         *CURRENT SURVEY CONTROL
 LH0371  ___________________________________________________________________
 LH0371* NAD 83(1986)-  40 05 15.     (N)    098 45 28.     (W)     SCALED    
 LH0371* NAVD 88     -       539.703  (meters)    1770.68   (feet)  ADJUSTED  
 LH0371  ___________________________________________________________________
 LH0371  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 LH0371  DYNAMIC HT  -         539.375 (meters)    1769.60  (feet)  COMP
 LH0371  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 LH0371
 LH0371  VERT ORDER  -  SECOND    CLASS 0
 LH0371
 LH0371.The horizontal coordinates were scaled from a topographic map and have
 LH0371.an estimated accuracy of +/- 6 seconds.
 LH0371
 LH0371.The orthometric height was determined by differential leveling
 LH0371.and adjusted by the National Geodetic Survey in June 1991..
 LH0371
 LH0371.The geoid height was determined by GEOID03.
 LH0371
 LH0371.The dynamic height is computed by dividing the NAVD 88
 LH0371.geopotential number by the normal gravity value computed on the
 LH0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0371.degrees latitude (g = 980.6199 gals.).
 LH0371
 LH0371.The modeled gravity was interpolated from observed gravity values.
 LH0371
 LH0371;                    North         East    Units  Estimated Accuracy
 LH0371;SPC NE       -    28,980.      605,940.      MT  (+/- 180 meters Scaled)
 LH0371
 LH0371                          SUPERSEDED SURVEY CONTROL
 LH0371
 LH0371  NGVD 29 (??/??/92)  539.479  (m)         1769.94   (f) ADJ UNCH    2 0
 LH0371
 LH0371.Superseded values are not recommended for survey control.
 LH0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0371.See file dsdata.txt to determine how the superseded data were derived.
 LH0371
 LH0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK206374(NAD 83)
 LH0371_MARKER: DB = BENCH MARK DISK
 LH0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0371_STAMPING: N-169 1934
 LH0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0371+STABILITY: SURFACE MOTION
 LH0371
 LH0371  HISTORY     - Date     Condition        Report By
 LH0371  HISTORY     - 1934     MONUMENTED       CGS
 LH0371  HISTORY     - 1972     GOOD             USGS
 LH0371
 LH0371                          STATION DESCRIPTION
 LH0371
 LH0371'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LH0371'AT RIVERTON.
 LH0371'AT RIVERTON, FRANKLIN COUNTY, NEBR., ON THE CHICAGO, BURLINGTON
 LH0371'AND QUINCY RR, ONE BLOCK EAST OF THE STATION, IN THE NW 1/4 OF
 LH0371'SEC. 2, T 1 N, R 13 W, 83 FT NORTH AND 41 FEET WEST OF RAILROAD
 LH0371'GRADE X-ING, 51 FT NORTH AND 41 FT WEST OF CROSS STREET, AND 37.5
 LH0371'FT SE OF SE CORNER OF HOUSE, SET IN YARD AND FLUSH WITH GROUND,
 LH0371'IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0567 ***********************************************************************
 ML0567  DESIGNATION -  N 17
 ML0567  PID         -  ML0567
 ML0567  STATE/COUNTY-  NE/LOUP
 ML0567  USGS QUAD   -  TAYLOR (1978)
 ML0567
 ML0567                         *CURRENT SURVEY CONTROL
 ML0567  ___________________________________________________________________
 ML0567* NAD 83(1986)-  41 46 16.     (N)    099 22 47.     (W)     SCALED    
 ML0567* NAVD 88     -       691.956  (meters)    2270.19   (feet)  ADJUSTED  
 ML0567  ___________________________________________________________________
 ML0567  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 ML0567  DYNAMIC HT  -         691.622 (meters)    2269.10  (feet)  COMP
 ML0567  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 ML0567
 ML0567  VERT ORDER  -  FIRST     CLASS II
 ML0567
 ML0567.The horizontal coordinates were scaled from a topographic map and have
 ML0567.an estimated accuracy of +/- 6 seconds.
 ML0567
 ML0567.The orthometric height was determined by differential leveling
 ML0567.and adjusted by the National Geodetic Survey in June 1991..
 ML0567
 ML0567.The geoid height was determined by GEOID03.
 ML0567
 ML0567.The dynamic height is computed by dividing the NAVD 88
 ML0567.geopotential number by the normal gravity value computed on the
 ML0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0567.degrees latitude (g = 980.6199 gals.).
 ML0567
 ML0567.The modeled gravity was interpolated from observed gravity values.
 ML0567
 ML0567;                    North         East    Units  Estimated Accuracy
 ML0567;SPC NE       -   215,330.      551,560.      MT  (+/- 180 meters Scaled)
 ML0567
 ML0567                          SUPERSEDED SURVEY CONTROL
 ML0567
 ML0567  NGVD 29 (??/??/92)  691.701  (m)         2269.36   (f) ADJ UNCH    1 2
 ML0567
 ML0567.Superseded values are not recommended for survey control.
 ML0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0567.See file dsdata.txt to determine how the superseded data were derived.
 ML0567
 ML0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM684244(NAD 83)
 ML0567_MARKER: DB = BENCH MARK DISK
 ML0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0567+STABILITY: SURFACE MOTION
 ML0567
 ML0567  HISTORY     - Date     Condition        Report By
 ML0567  HISTORY     - UNK      MONUMENTED       CGS
 ML0567  HISTORY     - 1933     GOOD             NGS
 ML0567  HISTORY     - 1938     GOOD             NGS
 ML0567
 ML0567                          STATION DESCRIPTION
 ML0567
 ML0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0567'IN TAYLOR.
 ML0567'IN THE EAST EDGE OF THE CITY PARK AT TAYLOR, NEBR., 120 FT. SOUTH
 ML0567'OF THE NORTHEAST CORNER OF THE PARK AND IS 35 FT. WEST OF THE
 ML0567'CENTER OF HWY. 83.
 ML0567
 ML0567                          STATION RECOVERY (1938)
 ML0567
 ML0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 ML0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0571 ***********************************************************************
 LG0571  DESIGNATION -  N 171
 LG0571  PID         -  LG0571
 LG0571  STATE/COUNTY-  NE/JEFFERSON
 LG0571  USGS QUAD   -  FAIRBURY SW (1960)
 LG0571
 LG0571                         *CURRENT SURVEY CONTROL
 LG0571  ___________________________________________________________________
 LG0571* NAD 83(1986)-  40 07 28.     (N)    097 10 09.     (W)     SCALED    
 LG0571* NAVD 88     -       399.010  (meters)    1309.09   (feet)  ADJUSTED  
 LG0571  ___________________________________________________________________
 LG0571  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 LG0571  DYNAMIC HT  -         398.783 (meters)    1308.34  (feet)  COMP
 LG0571  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 LG0571
 LG0571  VERT ORDER  -  SECOND    CLASS 0
 LG0571
 LG0571.The horizontal coordinates were scaled from a topographic map and have
 LG0571.an estimated accuracy of +/- 6 seconds.
 LG0571
 LG0571.The orthometric height was determined by differential leveling
 LG0571.and adjusted by the National Geodetic Survey in June 1991..
 LG0571
 LG0571.The geoid height was determined by GEOID03.
 LG0571
 LG0571.The dynamic height is computed by dividing the NAVD 88
 LG0571.geopotential number by the normal gravity value computed on the
 LG0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0571.degrees latitude (g = 980.6199 gals.).
 LG0571
 LG0571.The modeled gravity was interpolated from observed gravity values.
 LG0571
 LG0571;                    North         East    Units  Estimated Accuracy
 LG0571;SPC NE       -    36,270.      741,240.      MT  (+/- 180 meters Scaled)
 LG0571
 LG0571                          SUPERSEDED SURVEY CONTROL
 LG0571
 LG0571  NGVD 29 (??/??/92)  398.865  (m)         1308.61   (f) ADJ UNCH    2 0
 LG0571
 LG0571.Superseded values are not recommended for survey control.
 LG0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0571.See file dsdata.txt to determine how the superseded data were derived.
 LG0571
 LG0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK560431(NAD 83)
 LG0571_MARKER: DB = BENCH MARK DISK
 LG0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0571_STAMPING: N 171 1934
 LG0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0571+STABILITY: SURFACE MOTION
 LG0571
 LG0571  HISTORY     - Date     Condition        Report By
 LG0571  HISTORY     - 1934     MONUMENTED       CGS
 LG0571
 LG0571                          STATION DESCRIPTION
 LG0571
 LG0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0571'1 MI S FROM FAIRBURY.
 LG0571'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE COUNTY
 LG0571'COURTHOUSE AT FAIRBURY, JEFFERSON COUNTY, 3 POLES SOUTH OF
 LG0571'MILEPOST 152, 100 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 LG0571'HIGHWAYS 3 S AND 15, AT A ROAD CROSSING, 33 FEET EAST OF THE
 LG0571'CENTERLINE OF THE TRACK, AND 25 FEET SOUTH OF THE CENTERLINE
 LG0571'OF THE ROAD.  A STANDARD DISK, STAMPED N 171 1934 AND SET IN
 LG0571'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0544 ***********************************************************************
 LG0544  DESIGNATION -  N 172
 LG0544  PID         -  LG0544
 LG0544  STATE/COUNTY-  NE/JEFFERSON
 LG0544  USGS QUAD   -  REYNOLDS (1980)
 LG0544
 LG0544                         *CURRENT SURVEY CONTROL
 LG0544  ___________________________________________________________________
 LG0544* NAD 83(1986)-  40 03 21.     (N)    097 21 21.     (W)     SCALED    
 LG0544* NAVD 88     -       425.523  (meters)    1396.07   (feet)  ADJUSTED  
 LG0544  ___________________________________________________________________
 LG0544  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 LG0544  DYNAMIC HT  -         425.276 (meters)    1395.26  (feet)  COMP
 LG0544  MODELED GRAV-     980,032.4   (mgal)                       NAVD 88
 LG0544
 LG0544  VERT ORDER  -  SECOND    CLASS 0
 LG0544
 LG0544.The horizontal coordinates were scaled from a topographic map and have
 LG0544.an estimated accuracy of +/- 6 seconds.
 LG0544
 LG0544.The orthometric height was determined by differential leveling
 LG0544.and adjusted by the National Geodetic Survey in June 1991..
 LG0544
 LG0544.The geoid height was determined by GEOID03.
 LG0544
 LG0544.The dynamic height is computed by dividing the NAVD 88
 LG0544.geopotential number by the normal gravity value computed on the
 LG0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0544.degrees latitude (g = 980.6199 gals.).
 LG0544
 LG0544.The modeled gravity was interpolated from observed gravity values.
 LG0544
 LG0544;                    North         East    Units  Estimated Accuracy
 LG0544;SPC NE       -    28,160.      725,570.      MT  (+/- 180 meters Scaled)
 LG0544
 LG0544                          SUPERSEDED SURVEY CONTROL
 LG0544
 LG0544  NGVD 29 (??/??/92)  425.367  (m)         1395.56   (f) ADJ UNCH    2 0
 LG0544
 LG0544.Superseded values are not recommended for survey control.
 LG0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0544.See file dsdata.txt to determine how the superseded data were derived.
 LG0544
 LG0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK402352(NAD 83)
 LG0544_MARKER: DB = BENCH MARK DISK
 LG0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0544_SP_SET: CONCRETE PIER
 LG0544_STAMPING: N 172 1934
 LG0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0544
 LG0544  HISTORY     - Date     Condition        Report By
 LG0544  HISTORY     - 1934     MONUMENTED       CGS
 LG0544
 LG0544                          STATION DESCRIPTION
 LG0544
 LG0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0544'1 MI W FROM REYNOLDS.
 LG0544'1.0 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0544'FROM THE STATION AT REYNOLDS, JEFFERSON COUNTY, AT BRIDGE NO.
 LG0544'129.53, AND IN THE TOP OF THE SOUTHWEST CONCRETE PIER.  A STANDARD
 LG0544'DISK, STAMPED N 172 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0604 ***********************************************************************
 LG0604  DESIGNATION -  N 173
 LG0604  PID         -  LG0604
 LG0604  STATE/COUNTY-  NE/THAYER
 LG0604  USGS QUAD   -  BRUNING (1960)
 LG0604
 LG0604                         *CURRENT SURVEY CONTROL
 LG0604  ___________________________________________________________________
 LG0604* NAD 83(1986)-  40 15 14.     (N)    097 33 46.     (W)     SCALED    
 LG0604* NAVD 88     -       457.715  (meters)    1501.69   (feet)  ADJUSTED  
 LG0604  ___________________________________________________________________
 LG0604  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 LG0604  DYNAMIC HT  -         457.447 (meters)    1500.81  (feet)  COMP
 LG0604  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 LG0604
 LG0604  VERT ORDER  -  SECOND    CLASS 0
 LG0604
 LG0604.The horizontal coordinates were scaled from a topographic map and have
 LG0604.an estimated accuracy of +/- 6 seconds.
 LG0604
 LG0604.The orthometric height was determined by differential leveling
 LG0604.and adjusted by the National Geodetic Survey in June 1991..
 LG0604
 LG0604.The geoid height was determined by GEOID03.
 LG0604
 LG0604.The dynamic height is computed by dividing the NAVD 88
 LG0604.geopotential number by the normal gravity value computed on the
 LG0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0604.degrees latitude (g = 980.6199 gals.).
 LG0604
 LG0604.The modeled gravity was interpolated from observed gravity values.
 LG0604
 LG0604;                    North         East    Units  Estimated Accuracy
 LG0604;SPC NE       -    49,620.      707,300.      MT  (+/- 180 meters Scaled)
 LG0604
 LG0604                          SUPERSEDED SURVEY CONTROL
 LG0604
 LG0604  NGVD 29 (??/??/92)  457.539  (m)         1501.11   (f) ADJ UNCH    2 0
 LG0604
 LG0604.Superseded values are not recommended for survey control.
 LG0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0604.See file dsdata.txt to determine how the superseded data were derived.
 LG0604
 LG0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK222569(NAD 83)
 LG0604_MARKER: DB = BENCH MARK DISK
 LG0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0604_STAMPING: N 173 1934
 LG0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0604+STABILITY: SURFACE MOTION
 LG0604
 LG0604  HISTORY     - Date     Condition        Report By
 LG0604  HISTORY     - 1934     MONUMENTED       CGS
 LG0604  HISTORY     - 1958     MARK NOT FOUND   USGS
 LG0604
 LG0604                          STATION DESCRIPTION
 LG0604
 LG0604'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LG0604'AT BELVIDERE.
 LG0604'AT BELVIDERE, THAYER COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0604'AT THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LG0604'33 FEET NORTH OF THE CENTERLINE OF THE U.P.R.R., AND 27 FEET
 LG0604'WEST OF THE CENTERLINE OF THE C.B. AND Q.R.R.  A STANDARD
 LG0604'DISK, STAMPED N 173 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0604'NOTE-- RAILROAD TIES ARE PILED AT THIS POINT, AND THE
 LG0604'BENCH MARK HAS PROBABLY BEEN DESTROYED AS THE GROUND WAS BARE
 LG0604'AND COULD HAVE BEEN EASILY FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0244 ***********************************************************************
 LG0244  DESIGNATION -  N 174
 LG0244  PID         -  LG0244
 LG0244  STATE/COUNTY-  NE/GAGE
 LG0244  USGS QUAD   -  BEATRICE EAST (1980)
 LG0244
 LG0244                         *CURRENT SURVEY CONTROL
 LG0244  ___________________________________________________________________
 LG0244* NAD 83(1986)-  40 20 57.     (N)    096 43 33.     (W)     SCALED    
 LG0244* NAVD 88     -       395.981  (meters)    1299.15   (feet)  ADJUSTED  
 LG0244  ___________________________________________________________________
 LG0244  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 LG0244  DYNAMIC HT  -         395.772 (meters)    1298.46  (feet)  COMP
 LG0244  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 LG0244
 LG0244  VERT ORDER  -  SECOND    CLASS 0
 LG0244
 LG0244.The horizontal coordinates were scaled from a topographic map and have
 LG0244.an estimated accuracy of +/- 6 seconds.
 LG0244
 LG0244.The orthometric height was determined by differential leveling
 LG0244.and adjusted by the National Geodetic Survey in June 1991..
 LG0244
 LG0244.The geoid height was determined by GEOID03.
 LG0244
 LG0244.The dynamic height is computed by dividing the NAVD 88
 LG0244.geopotential number by the normal gravity value computed on the
 LG0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0244.degrees latitude (g = 980.6199 gals.).
 LG0244
 LG0244.The modeled gravity was interpolated from observed gravity values.
 LG0244
 LG0244;                    North         East    Units  Estimated Accuracy
 LG0244;SPC NE       -    62,540.      778,060.      MT  (+/- 180 meters Scaled)
 LG0244
 LG0244                          SUPERSEDED SURVEY CONTROL
 LG0244
 LG0244  NGVD 29 (??/??/92)  395.868  (m)         1298.78   (f) ADJ UNCH    2 0
 LG0244
 LG0244.Superseded values are not recommended for survey control.
 LG0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0244.See file dsdata.txt to determine how the superseded data were derived.
 LG0244
 LG0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK931689(NAD 83)
 LG0244_MARKER: DB = BENCH MARK DISK
 LG0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0244_STAMPING: N 174 1934
 LG0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0244+STABILITY: SURFACE MOTION
 LG0244
 LG0244  HISTORY     - Date     Condition        Report By
 LG0244  HISTORY     - 1934     MONUMENTED       CGS
 LG0244  HISTORY     - 1964     GOOD             NGS
 LG0244  HISTORY     - 1977     GOOD             LOCSUR
 LG0244
 LG0244                          STATION DESCRIPTION
 LG0244
 LG0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 LG0244'2 MI S FROM PICKRELL.
 LG0244'2.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0244'STATION AT PICKRELL, GAGE COUNTY, 89 FEET NORTH OF THE 2ND POLE
 LG0244'NORTH OF MILEPOST 91, AT A ROAD CROSSING, 110 FEET SOUTH OF THE
 LG0244'CENTER OF EAST-WEST GRAVEL ROAD, 69 FEET SOUTH OF A CONCRETE
 LG0244'FENCE CORNER POST FOR RAILROAD RIGHT-OF-WAY FENCE, 49 FEET
 LG0244'WEST OF THE WEST RAIL OF TRACK, AND 1 FOOT WEST OF THE WEST
 LG0244'RIGHT-OF-WAY FENCE AND A NEW STEEL WITNESS POST.  THE MARK
 LG0244'PROJECTS 2 INCHES AND THE DISK IS STAMPED N 174 1934.
 LG0244
 LG0244                          STATION RECOVERY (1977)
 LG0244
 LG0244'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LG0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0207 ***********************************************************************
 LG0207  DESIGNATION -  N 175
 LG0207  PID         -  LG0207
 LG0207  STATE/COUNTY-  NE/PAWNEE
 LG0207  USGS QUAD   -  DU BOIS (1965)
 LG0207
 LG0207                         *CURRENT SURVEY CONTROL
 LG0207  ___________________________________________________________________
 LG0207* NAD 83(1986)-  40 04 23.     (N)    096 06 23.     (W)     SCALED    
 LG0207* NAVD 88     -       350.844  (meters)    1151.06   (feet)  ADJUSTED  
 LG0207  ___________________________________________________________________
 LG0207  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LG0207  DYNAMIC HT  -         350.649 (meters)    1150.42  (feet)  COMP
 LG0207  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 LG0207
 LG0207  VERT ORDER  -  SECOND    CLASS 0
 LG0207
 LG0207.The horizontal coordinates were scaled from a topographic map and have
 LG0207.an estimated accuracy of +/- 6 seconds.
 LG0207
 LG0207.The orthometric height was determined by differential leveling
 LG0207.and adjusted by the National Geodetic Survey in June 1991..
 LG0207
 LG0207.The geoid height was determined by GEOID03.
 LG0207
 LG0207.The dynamic height is computed by dividing the NAVD 88
 LG0207.geopotential number by the normal gravity value computed on the
 LG0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0207.degrees latitude (g = 980.6199 gals.).
 LG0207
 LG0207.The modeled gravity was interpolated from observed gravity values.
 LG0207
 LG0207;                    North         East    Units  Estimated Accuracy
 LG0207;SPC NE       -    34,100.      832,010.      MT  (+/- 180 meters Scaled)
 LG0207
 LG0207                          SUPERSEDED SURVEY CONTROL
 LG0207
 LG0207  NGVD 29 (??/??/92)  350.739  (m)         1150.72   (f) ADJ UNCH    2 0
 LG0207
 LG0207.Superseded values are not recommended for survey control.
 LG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0207.See file dsdata.txt to determine how the superseded data were derived.
 LG0207
 LG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK467398(NAD 83)
 LG0207_MARKER: DB = BENCH MARK DISK
 LG0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0207_STAMPING: N 175 1934
 LG0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0207+STABILITY: SURFACE MOTION
 LG0207
 LG0207  HISTORY     - Date     Condition        Report By
 LG0207  HISTORY     - 1934     MONUMENTED       CGS
 LG0207  HISTORY     - 1965     GOOD             USGS
 LG0207
 LG0207                          STATION DESCRIPTION
 LG0207
 LG0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0207'4.4 MI NW FROM DU BOIS.
 LG0207'4.4 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0207'RAILROAD FROM THE CITY WATER TOWER AT DU BOIS, PAWNEE COUNTY, ONE
 LG0207'POLE NORTH OF MILEAGE POST 87.30, 8 RAILS NORTH OF BRIDGE 877,
 LG0207'40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 40 FEET EAST
 LG0207'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED N
 LG0207'175 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1966
 LG0207'REPORT-- DESCRIPTION IS VAGUE SINCE CHANGES IN CULTURE HAVE BEEN
 LG0207'MADE SINCE 1934.  A RESIDENT STATES HE SAW THE MARKER A FEW YEARS
 LG0207'AGO AND HE BELIEVES IT IS IN APPROXIMATE POSITION WHERE DRAINAGE
 LG0207'FLOWS, AND FROM FENCE LINE IT WOULD APPEAR THE BM MIGHT BE A FOOT
 LG0207'UNDERGROUND.
 LG0207
 LG0207                          STATION RECOVERY (1965)
 LG0207
 LG0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0489 ***********************************************************************
 LF0489  DESIGNATION -  N 177
 LF0489  PID         -  LF0489
 LF0489  STATE/COUNTY-  NE/NEMAHA
 LF0489  USGS QUAD   -  AUBURN (1966)
 LF0489
 LF0489                         *CURRENT SURVEY CONTROL
 LF0489  ___________________________________________________________________
 LF0489* NAD 83(1986)-  40 23 48.     (N)    095 49 57.     (W)     SCALED    
 LF0489* NAVD 88     -       281.292  (meters)     922.87   (feet)  ADJUSTED  
 LF0489  ___________________________________________________________________
 LF0489  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LF0489  DYNAMIC HT  -         281.144 (meters)     922.39  (feet)  COMP
 LF0489  MODELED GRAV-     980,091.3   (mgal)                       NAVD 88
 LF0489
 LF0489  VERT ORDER  -  SECOND    CLASS 0
 LF0489
 LF0489.The horizontal coordinates were scaled from a topographic map and have
 LF0489.an estimated accuracy of +/- 6 seconds.
 LF0489
 LF0489.The orthometric height was determined by differential leveling
 LF0489.and adjusted by the National Geodetic Survey in June 1991..
 LF0489
 LF0489.The geoid height was determined by GEOID03.
 LF0489
 LF0489.The dynamic height is computed by dividing the NAVD 88
 LF0489.geopotential number by the normal gravity value computed on the
 LF0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0489.degrees latitude (g = 980.6199 gals.).
 LF0489
 LF0489.The modeled gravity was interpolated from observed gravity values.
 LF0489
 LF0489;                    North         East    Units  Estimated Accuracy
 LF0489;SPC NE       -    71,070.      853,620.      MT  (+/- 180 meters Scaled)
 LF0489
 LF0489                          SUPERSEDED SURVEY CONTROL
 LF0489
 LF0489  NGVD 29 (??/??/92)  281.209  (m)          922.60   (f) ADJ UNCH    2 0
 LF0489
 LF0489.Superseded values are not recommended for survey control.
 LF0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0489.See file dsdata.txt to determine how the superseded data were derived.
 LF0489
 LF0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE596756(NAD 83)
 LF0489_MARKER: DB = BENCH MARK DISK
 LF0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0489_SP_SET: FOOTING
 LF0489_STAMPING: N 177 1934
 LF0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0489
 LF0489  HISTORY     - Date     Condition        Report By
 LF0489  HISTORY     - 1934     MONUMENTED       CGS
 LF0489  HISTORY     - 1947     GOOD             NGS
 LF0489
 LF0489                          STATION DESCRIPTION
 LF0489
 LF0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0489'AT AUBURN.
 LF0489'AT AUBURN, ABOUT 275 FEET NORTHWEST OF THE NORTHWEST END OF THE
 LF0489'MISSOURI PACIFIC RAILROAD STATION, AT THE MOST NORTHWESTERLY ONE
 LF0489'OF TWO RAILROAD WATER TANKS, 7.6 FEET SOUTHWEST OF THE SOUTHWEST
 LF0489'RAIL OF THE MAIN TRACK, 0.8 FOOT NORTHEAST OF THE NORTHEAST
 LF0489'SIDE OF THE CONCRETE FOUNDATION OF A PUMP HOUSE, SET IN TOP OF THE
 LF0489'EAST SIDE OF THE CIRCULAR CONCRETE FOOTING FOR THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0481 ***********************************************************************
 NN0481  DESIGNATION -  N 18
 NN0481  PID         -  NN0481
 NN0481  STATE/COUNTY-  NE/ROCK
 NN0481  USGS QUAD   -  HAGAN LAKE NE (1982)
 NN0481
 NN0481                         *CURRENT SURVEY CONTROL
 NN0481  ___________________________________________________________________
 NN0481* NAD 83(1986)-  42 27 04.     (N)    099 32 20.     (W)     SCALED    
 NN0481* NAVD 88     -       746.975  (meters)    2450.70   (feet)  ADJUSTED  
 NN0481  ___________________________________________________________________
 NN0481  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 NN0481  DYNAMIC HT  -         746.664 (meters)    2449.68  (feet)  COMP
 NN0481  MODELED GRAV-     980,180.0   (mgal)                       NAVD 88
 NN0481
 NN0481  VERT ORDER  -  FIRST     CLASS II
 NN0481
 NN0481.The horizontal coordinates were scaled from a topographic map and have
 NN0481.an estimated accuracy of +/- 6 seconds.
 NN0481
 NN0481.The orthometric height was determined by differential leveling
 NN0481.and adjusted by the National Geodetic Survey in June 1991..
 NN0481
 NN0481.The geoid height was determined by GEOID03.
 NN0481
 NN0481.The dynamic height is computed by dividing the NAVD 88
 NN0481.geopotential number by the normal gravity value computed on the
 NN0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0481.degrees latitude (g = 980.6199 gals.).
 NN0481
 NN0481.The modeled gravity was interpolated from observed gravity values.
 NN0481
 NN0481;                    North         East    Units  Estimated Accuracy
 NN0481;SPC NE       -   290,750.      537,920.      MT  (+/- 180 meters Scaled)
 NN0481
 NN0481                          SUPERSEDED SURVEY CONTROL
 NN0481
 NN0481  NGVD 29 (??/??/92)  746.719  (m)         2449.86   (f) ADJ UNCH    1 2
 NN0481
 NN0481.Superseded values are not recommended for survey control.
 NN0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0481.See file dsdata.txt to determine how the superseded data were derived.
 NN0481
 NN0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN556000(NAD 83)
 NN0481_MARKER: DB = BENCH MARK DISK
 NN0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0481_STAMPING: N 18 1933
 NN0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0481+STABILITY: SURFACE MOTION
 NN0481
 NN0481  HISTORY     - Date     Condition        Report By
 NN0481  HISTORY     - 1933     MONUMENTED       CGS
 NN0481  HISTORY     - 1956     GOOD             NGS
 NN0481
 NN0481                          STATION DESCRIPTION
 NN0481
 NN0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NN0481'8.9 MI S FROM BASSETT.
 NN0481'8.9 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF
 NN0481'U.S. HIGHWAYS 20 AND 183 IN BASSETT, ROCK COUNTY, ABOUT 1 MILE
 NN0481'SOUTH OF A CONCRETE-BLOCK HOUSE, AT THE ENTRANCE TO A FIELD,
 NN0481'54 FEET EAST OF THE CENTER OF THE OLD HIGHWAY, 21 FEET EAST
 NN0481'OF A CORNER FENCE POST, AND 3 FEET NORTH OF A CROSS FENCE.  SET
 NN0481'IN THE TOP OF A CONCRETE POST, PROJECTING 6 INCHES ABOVE THE
 NN0481'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0274 ***********************************************************************
 NN0274  DESIGNATION -  N 19
 NN0274  PID         -  NN0274
 NN0274  STATE/COUNTY-  NE/HOLT
 NN0274  USGS QUAD   -  SPENCER SOUTH (1952)
 NN0274
 NN0274                         *CURRENT SURVEY CONTROL
 NN0274  ___________________________________________________________________
 NN0274* NAD 83(1986)-  42 47 32.     (N)    098 39 22.     (W)     SCALED    
 NN0274* NAVD 88     -       489.863  (meters)    1607.16   (feet)  ADJUSTED  
 NN0274  ___________________________________________________________________
 NN0274  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 NN0274  DYNAMIC HT  -         489.688 (meters)    1606.58  (feet)  COMP
 NN0274  MODELED GRAV-     980,247.7   (mgal)                       NAVD 88
 NN0274
 NN0274  VERT ORDER  -  FIRST     CLASS II
 NN0274
 NN0274.The horizontal coordinates were scaled from a topographic map and have
 NN0274.an estimated accuracy of +/- 6 seconds.
 NN0274
 NN0274.The orthometric height was determined by differential leveling
 NN0274.and adjusted by the National Geodetic Survey in June 1991..
 NN0274
 NN0274.The geoid height was determined by GEOID03.
 NN0274
 NN0274.The dynamic height is computed by dividing the NAVD 88
 NN0274.geopotential number by the normal gravity value computed on the
 NN0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0274.degrees latitude (g = 980.6199 gals.).
 NN0274
 NN0274.The modeled gravity was interpolated from observed gravity values.
 NN0274
 NN0274;                    North         East    Units  Estimated Accuracy
 NN0274;SPC NE       -   329,400.      609,940.      MT  (+/- 180 meters Scaled)
 NN0274
 NN0274                          SUPERSEDED SURVEY CONTROL
 NN0274
 NN0274  NGVD 29 (??/??/92)  489.611  (m)         1606.33   (f) ADJ UNCH    1 2
 NN0274
 NN0274.Superseded values are not recommended for survey control.
 NN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0274.See file dsdata.txt to determine how the superseded data were derived.
 NN0274
 NN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN281377(NAD 83)
 NN0274_MARKER: DB = BENCH MARK DISK
 NN0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0274_STAMPING: 1606.332 N 19 1933
 NN0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0274+STABILITY: SURFACE MOTION
 NN0274
 NN0274  HISTORY     - Date     Condition        Report By
 NN0274  HISTORY     - 1933     MONUMENTED       CGS
 NN0274
 NN0274                          STATION DESCRIPTION
 NN0274
 NN0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0274'6.9 MI SE FROM SPENCER.
 NN0274'IN HOLT COUNTY, 6.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 281 FROM
 NN0274'SPENCER, BOYD COUNTY, 1.2 MILES SOUTH OF NIOBRARA RIVER, 36
 NN0274'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTH
 NN0274'OF A FENCE CORNER, AND 3 FEET EAST OF THE FENCE.  A STANDARD
 NN0274'DISK, STAMPED 1606.332 N 19 1933 AND SET IN THE TOP OF A CONCRETE
 NN0274'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0190 ***********************************************************************
 NN0190  DESIGNATION -  N 2
 NN0190  PID         -  NN0190
 NN0190  STATE/COUNTY-  NE/HOLT
 NN0190  USGS QUAD   -  INMAN (1986)
 NN0190
 NN0190                         *CURRENT SURVEY CONTROL
 NN0190  ___________________________________________________________________
 NN0190* NAD 83(1986)-  42 26 09.     (N)    098 34 08.     (W)     SCALED    
 NN0190* NAVD 88     -       595.636  (meters)    1954.18   (feet)  ADJUSTED  
 NN0190  ___________________________________________________________________
 NN0190  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 NN0190  DYNAMIC HT  -         595.412 (meters)    1953.45  (feet)  COMP
 NN0190  MODELED GRAV-     980,225.6   (mgal)                       NAVD 88
 NN0190
 NN0190  VERT ORDER  -  FIRST     CLASS II
 NN0190
 NN0190.The horizontal coordinates were scaled from a topographic map and have
 NN0190.an estimated accuracy of +/- 6 seconds.
 NN0190
 NN0190.The orthometric height was determined by differential leveling
 NN0190.and adjusted by the National Geodetic Survey in June 1991..
 NN0190
 NN0190.The geoid height was determined by GEOID03.
 NN0190
 NN0190.The dynamic height is computed by dividing the NAVD 88
 NN0190.geopotential number by the normal gravity value computed on the
 NN0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0190.degrees latitude (g = 980.6199 gals.).
 NN0190
 NN0190.The modeled gravity was interpolated from observed gravity values.
 NN0190
 NN0190;                    North         East    Units  Estimated Accuracy
 NN0190;SPC NE       -   289,930.      617,730.      MT  (+/- 180 meters Scaled)
 NN0190
 NN0190                          SUPERSEDED SURVEY CONTROL
 NN0190
 NN0190  NGVD 29 (??/??/92)  595.437  (m)         1953.53   (f) ADJ UNCH    1 2
 NN0190
 NN0190.Superseded values are not recommended for survey control.
 NN0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0190.See file dsdata.txt to determine how the superseded data were derived.
 NN0190
 NN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM354982(NAD 83)
 NN0190_MARKER: DB = BENCH MARK DISK
 NN0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0190_MARK LOGO: NONE  
 NN0190_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0190+STABILITY: SURFACE MOTION
 NN0190
 NN0190  HISTORY     - Date     Condition        Report By
 NN0190  HISTORY     - UNK      MONUMENTED       CGS
 NN0190  HISTORY     - 1946     GOOD             NGS
 NN0190  HISTORY     - 19971129 GOOD             LOCSUR
 NN0190
 NN0190                          STATION DESCRIPTION
 NN0190
 NN0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0190'4.2 MI SE FROM O NEILL.
 NN0190'4.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NN0190'RAILROAD FROM THE STATION AT O NEILL, HOLT COUNTY, 75 YARDS
 NN0190'EAST OF THE CROSSING OF THE COUNTY ROAD ALONG THE SOUTH LINE
 NN0190'OF T. 28 N., IN LINE WITH A NORTH-AND-SOUTH QUARTER-SECTION-LINE
 NN0190'FENCE SEPARATING THE R.H. PARKER FARM FROM THE MRS. JAMES
 NN0190'NICHOL FARM, 97 FEET SOUTHEAST OF MILEPOST 120, 43 FEET SOUTH
 NN0190'OF THE SOUTH RAIL, AND 4 FEET NORTH OF A FENCE CORNER.  THE
 NN0190'BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM IN THE
 NN0190'TOP OF A LIMESTONE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0190
 NN0190                          STATION RECOVERY (1997)
 NN0190
 NN0190'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0190'LOCATED 4.2 MILES (6.8 KM) SOUTHEAST FROM ONEILL, ALONG THE
 NN0190'NEBRASKA-NORTHEASTERN RAILROAD (FORMERLY CB AND Q RAILROAD) BETWEEN
 NN0190'THE TOWNS OF ONEILL AND PAGE NEAR RAILROAD MILEPOST NO 120 IN THE NW
 NN0190'1/4, SEC 2, T 28 N, R 11 W.  TO REACH THE STATION FROM THE
 NN0190'INTERSECTION OF HIGHWAY 281 AND HIGHWAY 20 (ALSO KNOWN AS FOURTH AND
 NN0190'DOUGLAS STREETS) IN THE BUSINESS DISTRICT OF ONEILL, GO EAST AND
 NN0190'SOUTHEAST ALONG HIGHWAY 20 FOR 2.8 MILES (4.5 KM) TO THE INTERSECTION
 NN0190'OF A GRAVELED COUNTY ROAD GOING EAST ONLY.  THIS INTERSECTION BEING
 NN0190'LOCATED AT HIGHWAY 20 MILEPOST 310.55.  THEN GO EAST ON THE GRAVEL
 NN0190'ROAD 1.7 MILES (2.7 KM) TO THE CROSSING OF THE NEBRASKA NORTH-EASTERN
 NN0190'RAILROAD WHICH RUNS IN A SOUTHEAST-NORTHWEST DIRECTION.  GO
 NN0190'SOUTHEASTERLY ALONG THE CENTERLINE OF THE RAILROAD 270 FEET (82.3 M)
 NN0190'FROM THE CENTERLINE OF THE ROAD CROSSING.  THEN GO SOUTHWEST
 NN0190'(PERPENDICULAR TO THE TRACK) 46 FEET (14.0 M) TO THE STATION WHICH IS
 NN0190'UNDER THE BRANCHES OF A CEDAR TREE.  STATION IS 3.6 FEET (1.1 M) NORTH
 NN0190'FROM A CONCRETE FENCE POST IN THE SOUTHERLY RAILROAD RIGHT OF WAY
 NN0190'FENCE WHICH GOES NORTHWEST-SOUTHEAST AND SOSUTH, 6 FEET (1.8 M) NORTH
 NN0190'FROM A 12 INCH CEDAR TREE, 5.5 FEET (1.7 M) NORTHEAST FROM THE
 NN0190'NORTHEAST FACE OF A 12 INCH CEDAR TREE, 5.5 FEET (1.7 M) NORTHEAST
 NN0190'FROM THE NORTHEAST FACE OF A POWER POLE, 87 FEET (26.5 M) SOSUTHEAST
 NN0190'FROM RAILROAD MILEPORT 120 WHICH IS ATTACHED TO A STEEL POST.  THE
 NN0190'BOTTOM OF A 1 1/4 INCH SQUARE HOLE IN THE CENTER OF A 6 INCH SQUARE
 NN0190'LIMESTONE POST SET 0.2 FEET (6.1 CM) ABOVE THE GROUND WITH THE LETTERS
 NN0190'USBM ON THE TOP OF THE STONE IN THE FOUR CORNERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0120 ***********************************************************************
 NO0120  DESIGNATION -  N 20
 NO0120  PID         -  NO0120
 NO0120  STATE/COUNTY-  NE/CHERRY
 NO0120  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0120
 NO0120                         *CURRENT SURVEY CONTROL
 NO0120  ___________________________________________________________________
 NO0120* NAD 83(1986)-  42 52 42.     (N)    100 32 24.     (W)     SCALED    
 NO0120* NAVD 88     -       785.501  (meters)    2577.10   (feet)  ADJUSTED  
 NO0120  ___________________________________________________________________
 NO0120  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 NO0120  DYNAMIC HT  -         785.189 (meters)    2576.07  (feet)  COMP
 NO0120  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 NO0120
 NO0120  VERT ORDER  -  FIRST     CLASS II
 NO0120
 NO0120.The horizontal coordinates were scaled from a topographic map and have
 NO0120.an estimated accuracy of +/- 6 seconds.
 NO0120
 NO0120.The orthometric height was determined by differential leveling
 NO0120.and adjusted by the National Geodetic Survey in June 1994..
 NO0120
 NO0120.The geoid height was determined by GEOID03.
 NO0120
 NO0120.The dynamic height is computed by dividing the NAVD 88
 NO0120.geopotential number by the normal gravity value computed on the
 NO0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0120.degrees latitude (g = 980.6199 gals.).
 NO0120
 NO0120.The modeled gravity was interpolated from observed gravity values.
 NO0120
 NO0120;                    North         East    Units  Estimated Accuracy
 NO0120;SPC NE       -   338,240.      455,880.      MT  (+/- 180 meters Scaled)
 NO0120
 NO0120                          SUPERSEDED SURVEY CONTROL
 NO0120
 NO0120  NAVD 88 (06/15/91)  785.495  (m)         2577.08   (f) UNKNOWN     1 2
 NO0120  NGVD 29 (??/??/92)  785.211  (m)         2576.15   (f) ADJ UNCH    1 2
 NO0120
 NO0120.Superseded values are not recommended for survey control.
 NO0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0120.See file dsdata.txt to determine how the superseded data were derived.
 NO0120
 NO0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN742484(NAD 83)
 NO0120_MARKER: DB = BENCH MARK DISK
 NO0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0120_SP_SET: CONCRETE POST
 NO0120_STAMPING: 2576.146 N 20 1933
 NO0120_MARK LOGO: CGS   
 NO0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0120+STABILITY: SURFACE MOTION
 NO0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0120+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1991
 NO0120
 NO0120  HISTORY     - Date     Condition        Report By
 NO0120  HISTORY     - 1933     MONUMENTED       CGS
 NO0120  HISTORY     - 1957     MARK NOT FOUND   NGS
 NO0120  HISTORY     - 19910803 GOOD             NGS
 NO0120
 NO0120                          STATION DESCRIPTION
 NO0120
 NO0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0120'0.7 MI E FROM VALENTINE.
 NO0120'0.7 MILE EAST ALONG STATE HIGHWAY 7 FROM THE COURTHOUSE AT
 NO0120'VALENTINE, CHERRY COUNTY, AT THE JUNCTION OF A COUNTY ROAD LEADING
 NO0120'SOUTH, 90 FEET WEST OF THE CENTERLINE OF THE ROAD, 31 FEET SOUTH
 NO0120'OF THE CENTERLINE OF THE HIGHWAY, 35 FEET WEST OF THE POLE NEAREST
 NO0120'THE ROAD JUNCTION, AND 4 FEET SOUTH OF A POWER-TRANSMISSION LINE.
 NO0120'A STANDARD DISK, STAMPED 2576.146 N 20 1933 AND SET IN THE TOP
 NO0120'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE
 NO0120'INTERSECTION HAS BEEN CHANGE, THE POWER POLE MOVED.  LOCAL RESIDENTS
 NO0120'REPORT THAT HIGHWAY HAS NOT BEEN REROUTED.
 NO0120
 NO0120                          STATION RECOVERY (1991)
 NO0120
 NO0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0120'IN VALENTINE, AT THE INTERSECTION OF 5TH AND GREEN STREETS, 41.7 M
 NO0120'(136.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE VALENTINE RURAL
 NO0120'HIGH SCHOOL, 29.7 M (97.4 FT) WEST OF THE CENTER OF NORTH GREEN
 NO0120'STREET, 9.6 M (31.5 FT) SOUTH OF AND LEVEL WITH THE CENTER OF 5TH
 NO0120'STREET, 8.3 M (27.2 FT) WEST OF A UTILITY POLE, 1.4 M (4.6 FT) EAST
 NO0120'OF THE SOUTH LEG OF A SIGN (VALENTINE FISH HATCHERY 1), 1.4 M (4.6
 NO0120'FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, AND THE MONUMENT IS FLUSH
 NO0120'WITH THE GROUND SURFACE.  NOTE--ONE HALF OF THE DISK IS MISSING, AND
 NO0120'ALL THAT REMAINS OF THE ORIGINAL STAMPING IS AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0050 ***********************************************************************
 LJ0050  DESIGNATION -  N 200
 LJ0050  PID         -  LJ0050
 LJ0050  STATE/COUNTY-  NE/FURNAS
 LJ0050  USGS QUAD   -  WILSONVILLE (1983)
 LJ0050
 LJ0050                         *CURRENT SURVEY CONTROL
 LJ0050  ___________________________________________________________________
 LJ0050* NAD 83(1986)-  40 06 39.     (N)    100 04 32.     (W)     SCALED    
 LJ0050* NAVD 88     -       700.416  (meters)    2297.95   (feet)  ADJUSTED  
 LJ0050  ___________________________________________________________________
 LJ0050  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 LJ0050  DYNAMIC HT  -         699.957 (meters)    2296.44  (feet)  COMP
 LJ0050  MODELED GRAV-     979,947.5   (mgal)                       NAVD 88
 LJ0050
 LJ0050  VERT ORDER  -  SECOND    CLASS 0
 LJ0050
 LJ0050.The horizontal coordinates were scaled from a topographic map and have
 LJ0050.an estimated accuracy of +/- 6 seconds.
 LJ0050
 LJ0050.The orthometric height was determined by differential leveling
 LJ0050.and adjusted by the National Geodetic Survey in June 1991..
 LJ0050
 LJ0050.The geoid height was determined by GEOID03.
 LJ0050
 LJ0050.The dynamic height is computed by dividing the NAVD 88
 LJ0050.geopotential number by the normal gravity value computed on the
 LJ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0050.degrees latitude (g = 980.6199 gals.).
 LJ0050
 LJ0050.The modeled gravity was interpolated from observed gravity values.
 LJ0050
 LJ0050;                    North         East    Units  Estimated Accuracy
 LJ0050;SPC NE       -    30,820.      493,560.      MT  (+/- 180 meters Scaled)
 LJ0050
 LJ0050                          SUPERSEDED SURVEY CONTROL
 LJ0050
 LJ0050  NGVD 29 (??/??/92)  700.137  (m)         2297.03   (f) ADJ UNCH    2 0
 LJ0050
 LJ0050.Superseded values are not recommended for survey control.
 LJ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0050.See file dsdata.txt to determine how the superseded data were derived.
 LJ0050
 LJ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK083406(NAD 83)
 LJ0050_MARKER: DB = BENCH MARK DISK
 LJ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0050_STAMPING: N 200 1934
 LJ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0050+STABILITY: SURFACE MOTION
 LJ0050
 LJ0050  HISTORY     - Date     Condition        Report By
 LJ0050  HISTORY     - 1934     MONUMENTED       CGS
 LJ0050
 LJ0050                          STATION DESCRIPTION
 LJ0050
 LJ0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0050'1.7 MI E FROM WILSONVILLE.
 LJ0050'1.7 MILES EAST OF BURLINGTON RR. STATION AT WILSONVILLE 2 POLES
 LJ0050'WEST OF MILEPOST 34, 50 FEET NORTHEAST OF WHISTLE POST, 45 FEET
 LJ0050'NORTH OF CENTERLINE OF C.B. AND Q. RR. TRACK, 3 FEET SOUTH OF
 LJ0050'TELEPHONE POST AND 1 FOOT SOUTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0998 ***********************************************************************
 ML0998  DESIGNATION -  N 206
 ML0998  PID         -  ML0998
 ML0998  STATE/COUNTY-  NE/BOONE
 ML0998  USGS QUAD   -  CEDAR RAPIDS SE (1985)
 ML0998
 ML0998                         *CURRENT SURVEY CONTROL
 ML0998  ___________________________________________________________________
 ML0998* NAD 83(1986)-  41 34 05.     (N)    098 00 14.     (W)     SCALED    
 ML0998* NAVD 88     -       565.660  (meters)    1855.84   (feet)  ADJUSTED  
 ML0998  ___________________________________________________________________
 ML0998  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 ML0998  DYNAMIC HT  -         565.402 (meters)    1854.99  (feet)  COMP
 ML0998  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 ML0998
 ML0998  VERT ORDER  -  SECOND    CLASS 0
 ML0998
 ML0998.The horizontal coordinates were scaled from a topographic map and have
 ML0998.an estimated accuracy of +/- 6 seconds.
 ML0998
 ML0998.The orthometric height was determined by differential leveling
 ML0998.and adjusted by the National Geodetic Survey in June 1991..
 ML0998
 ML0998.The geoid height was determined by GEOID03.
 ML0998
 ML0998.The dynamic height is computed by dividing the NAVD 88
 ML0998.geopotential number by the normal gravity value computed on the
 ML0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0998.degrees latitude (g = 980.6199 gals.).
 ML0998
 ML0998.The modeled gravity was interpolated from observed gravity values.
 ML0998
 ML0998;                    North         East    Units  Estimated Accuracy
 ML0998;SPC NE       -   194,520.      666,420.      MT  (+/- 180 meters Scaled)
 ML0998
 ML0998                          SUPERSEDED SURVEY CONTROL
 ML0998
 ML0998  NGVD 29 (??/??/92)  565.438  (m)         1855.11   (f) ADJ UNCH    2 0
 ML0998
 ML0998.Superseded values are not recommended for survey control.
 ML0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0998.See file dsdata.txt to determine how the superseded data were derived.
 ML0998
 ML0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM830022(NAD 83)
 ML0998_MARKER: DB = BENCH MARK DISK
 ML0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0998_STAMPING: N 206 1939
 ML0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0998+STABILITY: SURFACE MOTION
 ML0998
 ML0998  HISTORY     - Date     Condition        Report By
 ML0998  HISTORY     - 1939     MONUMENTED       CGS
 ML0998
 ML0998                          STATION DESCRIPTION
 ML0998
 ML0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 ML0998'7.1 MI W FROM ST EDWARDS.
 ML0998'ALONG STATE HIGHWAY 56 BETWEEN ST. EDWARDS AND CEDAR RAPIDS.
 ML0998'AT THE JUNCTION OF STATE HIGHWAYS 56 AND 14, IN THE NORTH TRIANGLE.
 ML0998'159 FEET WEST OF GAS STATION.  96 FEET NORTHWEST OF THE INTERSECTION
 ML0998'OF HIGHWAYS 56 AND 14.  84 FEET WEST OF THE CENTERLINE OF HIGHWAY
 ML0998'14.  60 FEET SOUTH OF CUTOFF ROAD.  45 FEET NORTH OF THE CENTERLINE
 ML0998'OF HIGHWAY 56.  MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0999 ***********************************************************************
 ML0999  DESIGNATION -  N 206 RESET
 ML0999  PID         -  ML0999
 ML0999  STATE/COUNTY-  NE/BOONE
 ML0999  USGS QUAD   -  CEDAR RAPIDS SE (1985)
 ML0999
 ML0999                         *CURRENT SURVEY CONTROL
 ML0999  ___________________________________________________________________
 ML0999* NAD 83(1986)-  41 34 05.     (N)    098 00 14.     (W)     SCALED    
 ML0999* NAVD 88     -       567.83   (meters)    1863.0    (feet)  RESET     
 ML0999  ___________________________________________________________________
 ML0999  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 ML0999
 ML0999  VERT ORDER  -  THIRD
 ML0999
 ML0999.The horizontal coordinates were scaled from a topographic map and have
 ML0999.an estimated accuracy of +/- 6 seconds.
 ML0999
 ML0999.The orthometric height was computed from unverified reset data.
 ML0999
 ML0999.The geoid height was determined by GEOID03.
 ML0999
 ML0999;                    North         East    Units  Estimated Accuracy
 ML0999;SPC NE       -   194,520.      666,420.      MT  (+/- 180 meters Scaled)
 ML0999
 ML0999                          SUPERSEDED SURVEY CONTROL
 ML0999
 ML0999.No superseded survey control is available for this station.
 ML0999
 ML0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM830022(NAD 83)
 ML0999_MARKER: DB = BENCH MARK DISK
 ML0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0999_STAMPING: N 206 RELOC 1939 1961
 ML0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0999+STABILITY: SURFACE MOTION
 ML0999
 ML0999  HISTORY     - Date     Condition        Report By
 ML0999  HISTORY     - 1961     MONUMENTED       BOR
 ML0999
 ML0999                          STATION DESCRIPTION
 ML0999
 ML0999'DESCRIBED BY US BUREAU OF RECLAMATION 1961
 ML0999'7.1 MI W FROM ST EDWARDS.
 ML0999'ABOUT 7.1 MILES WEST ALONG STATE HIGHWAY 56 FROM POST OFFICE AT
 ML0999'ST. EDWARD, AT JUNCTION OF OLD STATE HIGHWAY 14, 70 FEET NORTH
 ML0999'OF THE CENTERLINE OF HIGHWAY 56, 100 FEET NORTHEAST OF THE
 ML0999'INTERSECTION OF STATE HIGHWAY 56 AND OLD STATE HIGHWAY 14, 65
 ML0999'FEET EAST OF THE CENTERLINE OF HIGHWAY 14, AND SET IN TOP OF
 ML0999'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0304 ***********************************************************************
 LG0304  DESIGNATION -  N 207
 LG0304  PID         -  LG0304
 LG0304  STATE/COUNTY-  NE/LANCASTER
 LG0304  USGS QUAD   -  LINCOLN (1980)
 LG0304
 LG0304                         *CURRENT SURVEY CONTROL
 LG0304  ___________________________________________________________________
 LG0304* NAD 83(1986)-  40 46 51.     (N)    096 42 10.     (W)     SCALED    
 LG0304* NAVD 88     -       368.547  (meters)    1209.14   (feet)  ADJUSTED  
 LG0304  ___________________________________________________________________
 LG0304  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 LG0304  DYNAMIC HT  -         368.386 (meters)    1208.61  (feet)  COMP
 LG0304  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 LG0304
 LG0304  VERT ORDER  -  FIRST     CLASS II
 LG0304
 LG0304.The horizontal coordinates were scaled from a topographic map and have
 LG0304.an estimated accuracy of +/- 6 seconds.
 LG0304
 LG0304.The orthometric height was determined by differential leveling
 LG0304.and adjusted by the National Geodetic Survey in May 1993..
 LG0304
 LG0304.The geoid height was determined by GEOID03.
 LG0304
 LG0304.The dynamic height is computed by dividing the NAVD 88
 LG0304.geopotential number by the normal gravity value computed on the
 LG0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0304.degrees latitude (g = 980.6199 gals.).
 LG0304
 LG0304.The modeled gravity was interpolated from observed gravity values.
 LG0304
 LG0304;                    North         East    Units  Estimated Accuracy
 LG0304;SPC NE       -   110,500.      778,190.      MT  (+/- 180 meters Scaled)
 LG0304
 LG0304                          SUPERSEDED SURVEY CONTROL
 LG0304
 LG0304  NAVD 88 (06/15/91)  368.587  (m)         1209.27   (f) UNKNOWN     1 2
 LG0304  NGVD 29 (??/??/92)  368.490  (m)         1208.95   (f) ADJ UNCH    1 2
 LG0304
 LG0304.Superseded values are not recommended for survey control.
 LG0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0304.See file dsdata.txt to determine how the superseded data were derived.
 LG0304
 LG0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL938169(NAD 83)
 LG0304_MARKER: DB = BENCH MARK DISK
 LG0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0304_SP_SET: CONCRETE POST
 LG0304_STAMPING: N 207 1940
 LG0304_MARK LOGO: CGS   
 LG0304_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0304+STABILITY: SURFACE MOTION
 LG0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0304+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 LG0304
 LG0304  HISTORY     - Date     Condition        Report By
 LG0304  HISTORY     - 1940     MONUMENTED       CGS
 LG0304  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0304  HISTORY     - 19911022 GOOD             NGS
 LG0304  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 LG0304
 LG0304                          STATION DESCRIPTION
 LG0304
 LG0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0304'AT LINCOLN.
 LG0304'AT LINCOLN, LANCASTER COUNTY, AT THE INTERSECTION OF THIRTEENTH
 LG0304'AND HIGH STREET, 26.5 FEET EAST OF THE CENTERLINE OF THIRTEENTH
 LG0304'STREET, AND 0.5 FOOT NORTHEAST OF THE INSIDE JUCTION OF THE
 LG0304'SIDEWALKS.  A STANDARD DISK, STAMPED N 207 1940 AND SET IN THE
 LG0304'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LG0304
 LG0304                          STATION RECOVERY (1990)
 LG0304
 LG0304'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0304'MARK NOT FOUND.
 LG0304
 LG0304                          STATION RECOVERY (1991)
 LG0304
 LG0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0304'IN LINCOLN, AT THE INTERSECTION OF HIGH AND SOUTH 13TH STREETS, 10.7 M
 LG0304'(35.1 FT) NORTH OF THE CENTERLINE OF HIGH STREET, 6.5 M (21.3 FT)
 LG0304'EAST OF AND LEVEL WITH THE CENTERLINE OF 13TH STREET, 5.5 M (18.0 FT)
 LG0304'NORTHWEST OF A UTILITY LIGHT POLE, 1.9 M (6.2 FT) SOUTHEAST OF THE
 LG0304'CENTER OF A MANHOLE COVER, 0.1 M (0.3 FT) NORTHEAST OF THE NORTHEAST
 LG0304'EDGE OF A SIDEWALK, AND THE MONUMENT IS RECESSED 0.01 M (0.03 FT)
 LG0304'BELOW THE GROUND SURFACE.
 LG0304
 LG0304                          STATION RECOVERY (2004)
 LG0304
 LG0304'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0304'MARK NOT FOUND. SITE LOCATED. THE ENTIRE INSIDE JUNCTION NORTHEAST OF
 LG0304'THE SIDEWALK HAS BEEN COVERED  WITH ASPHALT. ALL THE REFERENCE POINTS
 LG0304'TO THE MARK IN THE 1991 DESCRIPTION, POINT TO A SITE THAT IS COVERED
 LG0304'WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0028 ***********************************************************************
 LG0028  DESIGNATION -  N 208
 LG0028  PID         -  LG0028
 LG0028  STATE/COUNTY-  NE/OTOE
 LG0028  USGS QUAD   -  UNADILLA (1966)
 LG0028
 LG0028                         *CURRENT SURVEY CONTROL
 LG0028  ___________________________________________________________________
 LG0028* NAD 83(1986)-  40 41 41.     (N)    096 20 58.     (W)     SCALED    
 LG0028* NAVD 88     -       338.810  (meters)    1111.58   (feet)  ADJUSTED  
 LG0028  ___________________________________________________________________
 LG0028  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 LG0028  DYNAMIC HT  -         338.656 (meters)    1111.07  (feet)  COMP
 LG0028  MODELED GRAV-     980,159.9   (mgal)                       NAVD 88
 LG0028
 LG0028  VERT ORDER  -  FIRST     CLASS II
 LG0028
 LG0028.The horizontal coordinates were scaled from a topographic map and have
 LG0028.an estimated accuracy of +/- 6 seconds.
 LG0028
 LG0028.The orthometric height was determined by differential leveling
 LG0028.and adjusted by the National Geodetic Survey in June 1991..
 LG0028
 LG0028.The geoid height was determined by GEOID03.
 LG0028
 LG0028.The dynamic height is computed by dividing the NAVD 88
 LG0028.geopotential number by the normal gravity value computed on the
 LG0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0028.degrees latitude (g = 980.6199 gals.).
 LG0028
 LG0028.The modeled gravity was interpolated from observed gravity values.
 LG0028
 LG0028;                    North         East    Units  Estimated Accuracy
 LG0028;SPC NE       -   102,150.      808,390.      MT  (+/- 180 meters Scaled)
 LG0028
 LG0028                          SUPERSEDED SURVEY CONTROL
 LG0028
 LG0028  NGVD 29 (??/??/92)  338.711  (m)         1111.25   (f) ADJ UNCH    1 2
 LG0028
 LG0028.Superseded values are not recommended for survey control.
 LG0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0028.See file dsdata.txt to determine how the superseded data were derived.
 LG0028
 LG0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL239082(NAD 83)
 LG0028_MARKER: DB = BENCH MARK DISK
 LG0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0028_SP_SET: CONCRETE POST
 LG0028_STAMPING: N 208 1940
 LG0028_MARK LOGO: CGS   
 LG0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0028+STABILITY: SURFACE MOTION
 LG0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0028+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1999
 LG0028
 LG0028  HISTORY     - Date     Condition        Report By
 LG0028  HISTORY     - 1940     MONUMENTED       CGS
 LG0028  HISTORY     - 1961     GOOD             NGS
 LG0028  HISTORY     - 19911023 GOOD             NGS
 LG0028  HISTORY     - 19990809 GOOD             NGS
 LG0028
 LG0028                          STATION DESCRIPTION
 LG0028
 LG0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0028'2.1 MI E FROM PALMYRA.
 LG0028'2.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0028'FROM THE STATION AT PALMYRA, 68 FEET SOUTHEAST OF CENTER OF A
 LG0028'ROAD CROSSING, 41.3 FEET SOUTH OF THE SOUTH RAIL, 40 FEET EAST
 LG0028'OF THE CENTER OF A DIRT ROAD, 8 FEET EAST OF TELEPHONE POLE 5,
 LG0028'4 FEET EAST OF A CONCRETE RAILROAD RIGHT OF WAY POST, 1.3 FEET
 LG0028'SOUTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE
 LG0028'CONCRETE POST 0.8 FOOT BELOW GROUND SURFACE AND ABOUT 1 1/2 FEET
 LG0028'LOWER THAN THE TRACK.
 LG0028
 LG0028                          STATION RECOVERY (1991)
 LG0028
 LG0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0028'16.3 KM (10.10 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG0028'OF STATE HIGHWAY 50 IN SYRACUSE, THENCE 1.8 KM (1.10 MI) SOUTHERLY
 LG0028'ALONG A GRAVELED ROAD, 12.5 M (41.0 FT) SOUTH OF THE NEAR RAIL OF THE
 LG0028'BURLINGTON NORTHERN RAILROAD, 12.0 M (39.4 FT) EAST OF THE ROAD
 LG0028'CENTER, 1.2 M (3.9 FT) EAST OF A FENCE CORNER, 0.5 M (1.6 FT)
 LG0028'SOUTHWEST OF A WITNESS POST, 0.4 M (1.3 FT) WEST OF A WITNESS POST,
 LG0028'0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH
 LG0028'WITH THE GROUND SURFACE.
 LG0028
 LG0028                          STATION RECOVERY (1999)
 LG0028
 LG0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JAO)
 LG0028'THE MARK WAS FOUND IN GOOD CONDITION BUT WILL BE IN DANGER OF BEING
 LG0028'DESTROYED DUE TO COUNTY ROAD AND RAILROAD CONSTRUCTION, THEREFORE A
 LG0028'NEW MARK, N 208 RESET, IN 1999, WILL BE SET ABOUT 0.15 MI (0.24 KM)
 LG0028'SOUTH OF THE EXISTIHNG MARK.  THE MARK WAS LEFT IN PLACE BUT MAY NOT
 LG0028'SURVIVE CONSTRUCTION AND IF IT DOES, IT WILL BE BURIED ABOUT 10 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9326 ***********************************************************************
 AI9326  DESIGNATION -  N 208 RESET
 AI9326  PID         -  AI9326
 AI9326  STATE/COUNTY-  NE/OTOE
 AI9326  USGS QUAD   -  UNADILLA (1966)
 AI9326
 AI9326                         *CURRENT SURVEY CONTROL
 AI9326  ___________________________________________________________________
 AI9326* NAD 83(1986)-  40 41 35.     (N)    096 20 57.     (W)     SCALED    
 AI9326* NAVD 88     -       341.27   (meters)    1119.7    (feet)  RESET     
 AI9326  ___________________________________________________________________
 AI9326  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AI9326
 AI9326  VERT ORDER  -  THIRD
 AI9326
 AI9326.The horizontal coordinates were scaled from a topographic map and have
 AI9326.an estimated accuracy of +/- 6 seconds.
 AI9326
 AI9326.The orthometric height was computed from unverified reset data.
 AI9326.No vertical observational check was made to the station.
 AI9326
 AI9326.The geoid height was determined by GEOID03.
 AI9326
 AI9326;                    North         East    Units  Estimated Accuracy
 AI9326;SPC NE       -   101,970.      808,420.      MT  (+/- 180 meters Scaled)
 AI9326
 AI9326                          SUPERSEDED SURVEY CONTROL
 AI9326
 AI9326.No superseded survey control is available for this station.
 AI9326
 AI9326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL239080(NAD 83)
 AI9326_MARKER: DV = VERTICAL CONTROL DISK
 AI9326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9326_STAMPING: N 208 RESET 1999
 AI9326_MARK LOGO: NGS   
 AI9326_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI9326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9326+STABILITY: SURFACE MOTION
 AI9326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9326+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9326
 AI9326  HISTORY     - Date     Condition        Report By
 AI9326  HISTORY     - 1999     MONUMENTED       NEDR
 AI9326
 AI9326                          STATION DESCRIPTION
 AI9326
 AI9326'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 AI9326'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) EAST OF PALMYRA, 1-1/4 MI
 AI9326'SOUTH OF STATE HIGHWAY 2 AND ON COUNTY ROAD RIGHT-OF-WAY, IN THE
 AI9326'NW1/4, SEC6, T8N, R10E.  TO REACH FROM THE JUNCTION OF STATE ROAD 66A
 AI9326'SPUR AND STATE HIGHWAY 2, AT PALMYRA, GO EAST ON HIGHWAY 2 FOR 2.0 MI
 AI9326'(3.2 KM) TO COUNTY ROAD 12.  TURN RIGHT AND GO SOUTH ON THE GRAVELED
 AI9326'ROAD FOR 1.10 MI (1.77 KM) TO A RAILROAD CROSSING.  CONTINUE SOUTH FOR
 AI9326'0.15 MI (0.24 KM) TO A DRIVE ON THE RIGHT, THE END OF GRAVEL, AND THE
 AI9326'BENCH MARK ON THE LEFT, NEAR A GUYED POWERLINE POLE WHICH IS THE LAST
 AI9326'POLE OF THE LINE.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 AI9326'POST THAT PROJECTS 0.2 FT (6.1 CM) ABOVE THE GROUND SURFACE.  IT IS
 AI9326'232.3 FT (70.8 M) SOUTH OF A POINT IN LINE WITH A FENCE LEADING WEST,
 AI9326'27.1 FT (8.3 M) EAST OF THE CENTERLINE OF THE ROAD, 14.3 FT (4.4 M)
 AI9326'NORTH OF THE BASE OF THE GUY WIRE, 3.3 FT (1.0 M) SOUTH OF THE SOUTH
 AI9326'FACE OF THE POLE, 3.21 FT (0.98 M) NORTH OF A METAL WITNESS POST AND
 AI9326'2.28 FT (0.69 M) SOUTH OF A FIBERGLASS WITNESS POST.  A MAGNET WAS
 AI9326'PLACED INTO THE MARK.  THE MARK IS SUITABLE FOR SATELLITE
 AI9326'OBSERVATIONS.  THE NAVD88 ELEVATION OF THIS MARK IS 1119.652 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0454 ***********************************************************************
 LG0454  DESIGNATION -  N 209
 LG0454  PID         -  LG0454
 LG0454  STATE/COUNTY-  NE/FILLMORE
 LG0454  USGS QUAD   -  EXETER (1969)
 LG0454
 LG0454                         *CURRENT SURVEY CONTROL
 LG0454  ___________________________________________________________________
 LG0454* NAD 83(1986)-  40 38 56.     (N)    097 23 17.     (W)     SCALED    
 LG0454* NAVD 88     -       477.052  (meters)    1565.13   (feet)  ADJUSTED  
 LG0454  ___________________________________________________________________
 LG0454  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 LG0454  DYNAMIC HT  -         476.790 (meters)    1564.27  (feet)  COMP
 LG0454  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 LG0454
 LG0454  VERT ORDER  -  FIRST     CLASS II
 LG0454
 LG0454.The horizontal coordinates were scaled from a topographic map and have
 LG0454.an estimated accuracy of +/- 6 seconds.
 LG0454
 LG0454.The orthometric height was determined by differential leveling
 LG0454.and adjusted by the National Geodetic Survey in June 1991..
 LG0454
 LG0454.The geoid height was determined by GEOID03.
 LG0454
 LG0454.The dynamic height is computed by dividing the NAVD 88
 LG0454.geopotential number by the normal gravity value computed on the
 LG0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0454.degrees latitude (g = 980.6199 gals.).
 LG0454
 LG0454.The modeled gravity was interpolated from observed gravity values.
 LG0454
 LG0454;                    North         East    Units  Estimated Accuracy
 LG0454;SPC NE       -    93,890.      720,830.      MT  (+/- 180 meters Scaled)
 LG0454
 LG0454                          SUPERSEDED SURVEY CONTROL
 LG0454
 LG0454  NGVD 29 (??/??/92)  476.888  (m)         1564.59   (f) ADJ UNCH    1 2
 LG0454
 LG0454.Superseded values are not recommended for survey control.
 LG0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0454.See file dsdata.txt to determine how the superseded data were derived.
 LG0454
 LG0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL362010(NAD 83)
 LG0454_MARKER: DB = BENCH MARK DISK
 LG0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0454_SP_SET: CULVERT
 LG0454_STAMPING: N 209 1940
 LG0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0454
 LG0454  HISTORY     - Date     Condition        Report By
 LG0454  HISTORY     - 1940     MONUMENTED       CGS
 LG0454
 LG0454                          STATION DESCRIPTION
 LG0454
 LG0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0454'3.3 MI E FROM EXETER.
 LG0454'3.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0454'FROM THE STATION AT EXETER, FILLMORE COUNTY, 171 FEET WEST OF THE
 LG0454'CENTER OF THE CROSSING OF A DIRT ROAD AND U.S. HIGHWAY 6, 111
 LG0454'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 29 FEET NORTH OF THE
 LG0454'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE NORTH END OF A
 LG0454'CULVERT UNDER THE HIGHWAY.  A STANDARD DISK, STAMPED N 209 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0455 ***********************************************************************
 LG0455  DESIGNATION -  N 209 RESET
 LG0455  PID         -  LG0455
 LG0455  STATE/COUNTY-  NE/FILLMORE
 LG0455  USGS QUAD   -  EXETER (1969)
 LG0455
 LG0455                         *CURRENT SURVEY CONTROL
 LG0455  ___________________________________________________________________
 LG0455* NAD 83(1986)-  40 38 56.     (N)    097 23 17.     (W)     SCALED    
 LG0455* NAVD 88     -       477.079  (meters)    1565.22   (feet)  ADJUSTED  
 LG0455  ___________________________________________________________________
 LG0455  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 LG0455  DYNAMIC HT  -         476.818 (meters)    1564.36  (feet)  COMP
 LG0455  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 LG0455
 LG0455  VERT ORDER  -  FIRST     CLASS II
 LG0455
 LG0455.The horizontal coordinates were scaled from a topographic map and have
 LG0455.an estimated accuracy of +/- 6 seconds.
 LG0455
 LG0455.The orthometric height was determined by differential leveling
 LG0455.and adjusted by the National Geodetic Survey in May 1993..
 LG0455
 LG0455.The geoid height was determined by GEOID03.
 LG0455
 LG0455.The dynamic height is computed by dividing the NAVD 88
 LG0455.geopotential number by the normal gravity value computed on the
 LG0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0455.degrees latitude (g = 980.6199 gals.).
 LG0455
 LG0455.The modeled gravity was interpolated from observed gravity values.
 LG0455
 LG0455;                    North         East    Units  Estimated Accuracy
 LG0455;SPC NE       -    93,890.      720,830.      MT  (+/- 180 meters Scaled)
 LG0455
 LG0455                          SUPERSEDED SURVEY CONTROL
 LG0455
 LG0455  NGVD 29 (??/??/??)  476.95   (m)         1564.8    (f) RESET       3  
 LG0455
 LG0455.Superseded values are not recommended for survey control.
 LG0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0455.See file dsdata.txt to determine how the superseded data were derived.
 LG0455
 LG0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL362010(NAD 83)
 LG0455_MARKER: DB = BENCH MARK DISK
 LG0455_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0455_SP_SET: HEADWALL
 LG0455_STAMPING: N 209 1940 RESET 1963
 LG0455_MARK LOGO: CGS   
 LG0455_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0455+STABILITY: SURFACE MOTION
 LG0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0455+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0455
 LG0455  HISTORY     - Date     Condition        Report By
 LG0455  HISTORY     - 1963     MONUMENTED       CGS
 LG0455  HISTORY     - 19911008 GOOD             NGS
 LG0455
 LG0455                          STATION DESCRIPTION
 LG0455
 LG0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LG0455'3.3 MI E FROM EXETER.
 LG0455'3.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0455'FROM THE STATION AT EXETER, FILLMORE COUNTY, 171 FEET WEST OF THE
 LG0455'CROSSING OF A DIRT ROAD AND U.S. HIGHWAY 6, 95.5 FEET SOUTH
 LG0455'OF THE CENTERLINE OF THE TRACK, 44.5 FEET NORTH OF THE CENTERLINE
 LG0455'OF HIGHWAY 6, AND SET IN THE TOP OF THE NORTH END OF A CULVERT
 LG0455'UNDER THE HIGHWAY.
 LG0455
 LG0455                          STATION RECOVERY (1991)
 LG0455
 LG0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0455'17.9 KM (11.10 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0455'OF U.S. HIGHWAY 81 IN FAIRMONT, IN TOP OF AND 0.2 M (0.7 FT) EAST OF
 LG0455'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT, 46.0 M
 LG0455'(150.9 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 14.1 M (46.3 FT)
 LG0455'NORTH OF THE HIGHWAY CENTERLINE, AND 2.0 M (6.6 FT) BELOW THE LEVEL
 LG0455'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1222 ***********************************************************************
 MK1222  DESIGNATION -  N 210
 MK1222  PID         -  MK1222
 MK1222  STATE/COUNTY-  NE/PLATTE
 MK1222  USGS QUAD   -  DUNCAN (1976)
 MK1222
 MK1222                         *CURRENT SURVEY CONTROL
 MK1222  ___________________________________________________________________
 MK1222* NAD 83(1986)-  41 23 51.     (N)    097 28 21.     (W)     SCALED    
 MK1222* NAVD 88     -       451.123  (meters)    1480.06   (feet)  ADJUSTED  
 MK1222  ___________________________________________________________________
 MK1222  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 MK1222  DYNAMIC HT  -         450.924 (meters)    1479.41  (feet)  COMP
 MK1222  MODELED GRAV-     980,168.8   (mgal)                       NAVD 88
 MK1222
 MK1222  VERT ORDER  -  FIRST     CLASS II
 MK1222
 MK1222.The horizontal coordinates were scaled from a topographic map and have
 MK1222.an estimated accuracy of +/- 6 seconds.
 MK1222
 MK1222.The orthometric height was determined by differential leveling
 MK1222.and adjusted by the National Geodetic Survey in June 1991..
 MK1222
 MK1222.The geoid height was determined by GEOID03.
 MK1222
 MK1222.The dynamic height is computed by dividing the NAVD 88
 MK1222.geopotential number by the normal gravity value computed on the
 MK1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1222.degrees latitude (g = 980.6199 gals.).
 MK1222
 MK1222.The modeled gravity was interpolated from observed gravity values.
 MK1222
 MK1222;                    North         East    Units  Estimated Accuracy
 MK1222;SPC NE       -   176,750.      711,270.      MT  (+/- 180 meters Scaled)
 MK1222
 MK1222                          SUPERSEDED SURVEY CONTROL
 MK1222
 MK1222  NGVD 29 (??/??/92)  450.935  (m)         1479.44   (f) ADJ UNCH    1 2
 MK1222
 MK1222.Superseded values are not recommended for survey control.
 MK1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1222.See file dsdata.txt to determine how the superseded data were derived.
 MK1222
 MK1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL276840(NAD 83)
 MK1222_MARKER: DB = BENCH MARK DISK
 MK1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1222_STAMPING: N 210 1940
 MK1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1222+STABILITY: SURFACE MOTION
 MK1222
 MK1222  HISTORY     - Date     Condition        Report By
 MK1222  HISTORY     - 1940     MONUMENTED       CGS
 MK1222
 MK1222                          STATION DESCRIPTION
 MK1222
 MK1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1222'1.2 MI E FROM DUNCAN.
 MK1222'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO. 30,
 MK1222'130 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 43 FEET SOUTH OF
 MK1222'THE CENTERLINE OF SOUTH MAIN TRACK, 20.5 FEET WEST OF MILEPOST
 MK1222'NO. 91, 3.0 FEET EAST OF 4 X 4 INCH WHITE WOODEN POST PROJECTING
 MK1222'2.0 FEET.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1381 ***********************************************************************
 MK1381  DESIGNATION -  N 211
 MK1381  PID         -  MK1381
 MK1381  STATE/COUNTY-  NE/MERRICK
 MK1381  USGS QUAD   -  CLARKS (1962)
 MK1381
 MK1381                         *CURRENT SURVEY CONTROL
 MK1381  ___________________________________________________________________
 MK1381* NAD 83(1986)-  41 14 22.     (N)    097 47 46.     (W)     SCALED    
 MK1381* NAVD 88     -       488.311  (meters)    1602.07   (feet)  ADJUSTED  
 MK1381  ___________________________________________________________________
 MK1381  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 MK1381  DYNAMIC HT  -         488.079 (meters)    1601.31  (feet)  COMP
 MK1381  MODELED GRAV-     980,132.7   (mgal)                       NAVD 88
 MK1381
 MK1381  VERT ORDER  -  FIRST     CLASS II
 MK1381
 MK1381.The horizontal coordinates were scaled from a topographic map and have
 MK1381.an estimated accuracy of +/- 6 seconds.
 MK1381
 MK1381.The orthometric height was determined by differential leveling
 MK1381.and adjusted by the National Geodetic Survey in June 1991..
 MK1381
 MK1381.The geoid height was determined by GEOID03.
 MK1381
 MK1381.The dynamic height is computed by dividing the NAVD 88
 MK1381.geopotential number by the normal gravity value computed on the
 MK1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1381.degrees latitude (g = 980.6199 gals.).
 MK1381
 MK1381.The modeled gravity was interpolated from observed gravity values.
 MK1381
 MK1381;                    North         East    Units  Estimated Accuracy
 MK1381;SPC NE       -   158,470.      684,670.      MT  (+/- 180 meters Scaled)
 MK1381
 MK1381                          SUPERSEDED SURVEY CONTROL
 MK1381
 MK1381  NGVD 29 (??/??/92)  488.105  (m)         1601.39   (f) ADJ UNCH    1 2
 MK1381
 MK1381.Superseded values are not recommended for survey control.
 MK1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1381.See file dsdata.txt to determine how the superseded data were derived.
 MK1381
 MK1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL008660(NAD 83)
 MK1381_MARKER: DB = BENCH MARK DISK
 MK1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1381_STAMPING: N 211 1940
 MK1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1381+STABILITY: SURFACE MOTION
 MK1381
 MK1381  HISTORY     - Date     Condition        Report By
 MK1381  HISTORY     - 1940     MONUMENTED       CGS
 MK1381
 MK1381                          STATION DESCRIPTION
 MK1381
 MK1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1381'2.6 MI NE FROM CLARKS.
 MK1381'2.6 MILES NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT CLARKS.
 MK1381'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO. 30,
 MK1381'55 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 42 FEET SOUTH OF
 MK1381'CENTERLINE OF SOUTH MAIN TRACK, 11 FEET NORTHEAST OF MILEPOST
 MK1381'NO. 111, 3.0 FEET SOUTHWEST OF 4 X 4 INCH WHITE WOODEN POST
 MK1381'PROJECTING 2.0 FEET, IN LINE WITH TELEGRAPH POLES.  MONUMENT
 MK1381'PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1153 ***********************************************************************
 MK1153  DESIGNATION -  N 212
 MK1153  PID         -  MK1153
 MK1153  STATE/COUNTY-  NE/MADISON
 MK1153  USGS QUAD   -  ENOLA (1976)
 MK1153
 MK1153                         *CURRENT SURVEY CONTROL
 MK1153  ___________________________________________________________________
 MK1153* NAD 83(1986)-  41 57 48.     (N)    097 26 58.     (W)     SCALED    
 MK1153* NAVD 88     -       487.657  (meters)    1599.92   (feet)  ADJUSTED  
 MK1153  ___________________________________________________________________
 MK1153  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 MK1153  DYNAMIC HT  -         487.464 (meters)    1599.29  (feet)  COMP
 MK1153  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 MK1153
 MK1153  VERT ORDER  -  FIRST     CLASS II
 MK1153
 MK1153.The horizontal coordinates were scaled from a topographic map and have
 MK1153.an estimated accuracy of +/- 6 seconds.
 MK1153
 MK1153.The orthometric height was determined by differential leveling
 MK1153.and adjusted by the National Geodetic Survey in June 1991..
 MK1153
 MK1153.The geoid height was determined by GEOID03.
 MK1153
 MK1153.The dynamic height is computed by dividing the NAVD 88
 MK1153.geopotential number by the normal gravity value computed on the
 MK1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1153.degrees latitude (g = 980.6199 gals.).
 MK1153
 MK1153.The modeled gravity was interpolated from observed gravity values.
 MK1153
 MK1153;                    North         East    Units  Estimated Accuracy
 MK1153;SPC NE       -   239,600.      711,340.      MT  (+/- 180 meters Scaled)
 MK1153
 MK1153                          SUPERSEDED SURVEY CONTROL
 MK1153
 MK1153  NGVD 29 (??/??/92)  487.476  (m)         1599.33   (f) ADJ UNCH    1 2
 MK1153
 MK1153.Superseded values are not recommended for survey control.
 MK1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1153.See file dsdata.txt to determine how the superseded data were derived.
 MK1153
 MK1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM284468(NAD 83)
 MK1153_MARKER: DB = BENCH MARK DISK
 MK1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1153_STAMPING: N 212 1940
 MK1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1153+STABILITY: SURFACE MOTION
 MK1153
 MK1153  HISTORY     - Date     Condition        Report By
 MK1153  HISTORY     - 1940     MONUMENTED       CGS
 MK1153
 MK1153                          STATION DESCRIPTION
 MK1153
 MK1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1153'5.4 MI SW FROM NORFOLK.
 MK1153'ALONG RIGHT-OF-WAY OF UNION PACIFIC RR.  120 FEET NORTH OF NORTH
 MK1153'END OF RAILROAD BRIDGE NO. 44.97.  53 FEET WEST OF BLOCK SWITCH.
 MK1153'44 FEET WEST OF CENTER LINE OF TRACK.  3.0 FEET NORTH OF 4X4
 MK1153'INCH WHITE WOODEN POST PROJECTING 2.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1144 ***********************************************************************
 MK1144  DESIGNATION -  N 213
 MK1144  PID         -  MK1144
 MK1144  STATE/COUNTY-  NE/MADISON
 MK1144  USGS QUAD   -  MADISON (1976)
 MK1144
 MK1144                         *CURRENT SURVEY CONTROL
 MK1144  ___________________________________________________________________
 MK1144* NAD 83(1986)-  41 51 01.     (N)    097 27 53.     (W)     SCALED    
 MK1144* NAVD 88     -       484.519  (meters)    1589.63   (feet)  ADJUSTED  
 MK1144  ___________________________________________________________________
 MK1144  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 MK1144  DYNAMIC HT  -         484.326 (meters)    1588.99  (feet)  COMP
 MK1144  MODELED GRAV-     980,209.3   (mgal)                       NAVD 88
 MK1144
 MK1144  VERT ORDER  -  FIRST     CLASS II
 MK1144
 MK1144.The horizontal coordinates were scaled from a topographic map and have
 MK1144.an estimated accuracy of +/- 6 seconds.
 MK1144
 MK1144.The orthometric height was determined by differential leveling
 MK1144.and adjusted by the National Geodetic Survey in June 1991..
 MK1144
 MK1144.The geoid height was determined by GEOID03.
 MK1144
 MK1144.The dynamic height is computed by dividing the NAVD 88
 MK1144.geopotential number by the normal gravity value computed on the
 MK1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1144.degrees latitude (g = 980.6199 gals.).
 MK1144
 MK1144.The modeled gravity was interpolated from observed gravity values.
 MK1144
 MK1144;                    North         East    Units  Estimated Accuracy
 MK1144;SPC NE       -   227,020.      710,440.      MT  (+/- 180 meters Scaled)
 MK1144
 MK1144                          SUPERSEDED SURVEY CONTROL
 MK1144
 MK1144  NGVD 29 (??/??/92)  484.341  (m)         1589.04   (f) ADJ UNCH    1 2
 MK1144
 MK1144.Superseded values are not recommended for survey control.
 MK1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1144.See file dsdata.txt to determine how the superseded data were derived.
 MK1144
 MK1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM274342(NAD 83)
 MK1144_MARKER: DB = BENCH MARK DISK
 MK1144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1144_SP_SET: CULVERT
 MK1144_STAMPING: N 213 1940
 MK1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1144
 MK1144  HISTORY     - Date     Condition        Report By
 MK1144  HISTORY     - 1940     MONUMENTED       CGS
 MK1144  HISTORY     - 1963     GOOD             USGS
 MK1144
 MK1144                          STATION DESCRIPTION
 MK1144
 MK1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1144'1.6 MI N FROM MADISON.
 MK1144'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 200
 MK1144'FEET SOUTH OF MILEPOST NO. 37, 15 FEET WEST OF CENTERLINE OF TRACK,
 MK1144'B.M. IS SET FLUSH AND HORIZONTALLY IN TOP OF THE NORTH WINGWALL
 MK1144'OF WEST END OF STONE CULVERT NO. 36.95, 2.0 FEET BELOW TOP
 MK1144'OF RAILS.  NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE HOLE COULD
 MK1144'NOT BE DUG.
 MK1144
 MK1144                          STATION RECOVERY (1963)
 MK1144
 MK1144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MK1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0170 ***********************************************************************
 NP0170  DESIGNATION -  N 214
 NP0170  PID         -  NP0170
 NP0170  STATE/COUNTY-  NE/SHERIDAN
 NP0170  USGS QUAD   -  JESSE LAKE (1989)
 NP0170
 NP0170                         *CURRENT SURVEY CONTROL
 NP0170  ___________________________________________________________________
 NP0170* NAD 83(1986)-  42 05 30.     (N)    102 43 42.     (W)     SCALED    
 NP0170* NAVD 88     -      1195.028  (meters)    3920.69   (feet)  ADJUSTED  
 NP0170  ___________________________________________________________________
 NP0170  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 NP0170  DYNAMIC HT  -        1194.334 (meters)    3918.41  (feet)  COMP
 NP0170  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 NP0170
 NP0170  VERT ORDER  -  SECOND    CLASS 0
 NP0170
 NP0170.The horizontal coordinates were scaled from a topographic map and have
 NP0170.an estimated accuracy of +/- 6 seconds.
 NP0170
 NP0170.The orthometric height was determined by differential leveling
 NP0170.and adjusted by the National Geodetic Survey in June 1991..
 NP0170
 NP0170.The geoid height was determined by GEOID03.
 NP0170
 NP0170.The dynamic height is computed by dividing the NAVD 88
 NP0170.geopotential number by the normal gravity value computed on the
 NP0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0170.degrees latitude (g = 980.6199 gals.).
 NP0170
 NP0170.The modeled gravity was interpolated from observed gravity values.
 NP0170
 NP0170;                    North         East    Units  Estimated Accuracy
 NP0170;SPC NE       -   254,300.      274,380.      MT  (+/- 180 meters Scaled)
 NP0170
 NP0170                          SUPERSEDED SURVEY CONTROL
 NP0170
 NP0170  NGVD 29 (??/??/92) 1194.455  (m)         3918.81   (f) ADJ UNCH    2 0
 NP0170
 NP0170.Superseded values are not recommended for survey control.
 NP0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0170.See file dsdata.txt to determine how the superseded data were derived.
 NP0170
 NP0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG878624(NAD 83)
 NP0170_MARKER: DB = BENCH MARK DISK
 NP0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0170_STAMPING: N 214 1940
 NP0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0170+STABILITY: SURFACE MOTION
 NP0170
 NP0170  HISTORY     - Date     Condition        Report By
 NP0170  HISTORY     - 1940     MONUMENTED       CGS
 NP0170
 NP0170                          STATION DESCRIPTION
 NP0170
 NP0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0170'7.4 MI E FROM ALLIANCE.
 NP0170'IN SHERIDAN COUNTY, 7.4 MILES EAST ALONG THE CHICAGO, BURLINGTON
 NP0170'AND QUINCY RAILROAD FROM THE STATION AT ALLIANCE, BOX BUTTE
 NP0170'COUNTY, 250 FEET SOUTHWEST OF MILEPOST 358, 103 FEET SOUTH OF
 NP0170'THE CENTERLINE OF THE TRACK, 93 FEET NORTH OF THE CENTERLINE OF
 NP0170'STATE HIGHWAY 2, AND 3.0 FEET WEST OF A 4- BY 4-INCH WHITE POST
 NP0170'PROJECTING 1.8 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 NP0170'N 214 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0170'ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0539 ***********************************************************************
 LF0539  DESIGNATION -  N 215
 LF0539  PID         -  LF0539
 LF0539  STATE/COUNTY-  NE/RICHARDSON
 LF0539  USGS QUAD   -  SALEM (1965)
 LF0539
 LF0539                         *CURRENT SURVEY CONTROL
 LF0539  ___________________________________________________________________
 LF0539* NAD 83(1986)-  40 05 50.     (N)    095 44 19.     (W)     SCALED    
 LF0539* NAVD 88     -       281.832  (meters)     924.64   (feet)  ADJUSTED  
 LF0539  ___________________________________________________________________
 LF0539  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LF0539  DYNAMIC HT  -         281.673 (meters)     924.12  (feet)  COMP
 LF0539  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 LF0539
 LF0539  VERT ORDER  -  SECOND    CLASS 0
 LF0539
 LF0539.The horizontal coordinates were scaled from a topographic map and have
 LF0539.an estimated accuracy of +/- 6 seconds.
 LF0539
 LF0539.The orthometric height was determined by differential leveling
 LF0539.and adjusted by the National Geodetic Survey in June 1991..
 LF0539
 LF0539.The geoid height was determined by GEOID03.
 LF0539
 LF0539.The dynamic height is computed by dividing the NAVD 88
 LF0539.geopotential number by the normal gravity value computed on the
 LF0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0539.degrees latitude (g = 980.6199 gals.).
 LF0539
 LF0539.The modeled gravity was interpolated from observed gravity values.
 LF0539
 LF0539;                    North         East    Units  Estimated Accuracy
 LF0539;SPC NE       -    38,250.      863,220.      MT  (+/- 180 meters Scaled)
 LF0539
 LF0539                          SUPERSEDED SURVEY CONTROL
 LF0539
 LF0539  NGVD 29 (??/??/92)  281.747  (m)          924.36   (f) ADJ UNCH    2 0
 LF0539
 LF0539.Superseded values are not recommended for survey control.
 LF0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0539.See file dsdata.txt to determine how the superseded data were derived.
 LF0539
 LF0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE665421(NAD 83)
 LF0539_MARKER: DB = BENCH MARK DISK
 LF0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0539_SP_SET: BRIDGE
 LF0539_STAMPING: N 215 1945
 LF0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0539
 LF0539  HISTORY     - Date     Condition        Report By
 LF0539  HISTORY     - 1945     MONUMENTED       CGS
 LF0539
 LF0539                          STATION DESCRIPTION
 LF0539
 LF0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0539'2 MI NW FROM SALEM.
 LF0539'2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0539'RAILROAD FROM THE STATION AT SALEM, 4 POLES EAST OF MILEPOST 28,
 LF0539'AT BRIDGE 27.88, IN THE TOP OF THE NORTH END OF THE NORTHWEST
 LF0539'ABUTMENT, 9 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 LF0539'1 FOOT LOWER THAN THE TRACK.  AN IRON BENCH MARK DISK, STAMPED
 LF0539'N 215 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0044 ***********************************************************************
 NN0044  DESIGNATION -  N 216
 NN0044  PID         -  NN0044
 NN0044  STATE/COUNTY-  NE/BOYD
 NN0044  USGS QUAD   -  MARTY (1974)
 NN0044
 NN0044                         *CURRENT SURVEY CONTROL
 NN0044  ___________________________________________________________________
 NN0044* NAD 83(1986)-  42 54 53.     (N)    098 23 17.     (W)     SCALED    
 NN0044* NAVD 88     -       378.473  (meters)    1241.71   (feet)  ADJUSTED  
 NN0044  ___________________________________________________________________
 NN0044  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 NN0044  DYNAMIC HT  -         378.343 (meters)    1241.28  (feet)  COMP
 NN0044  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 NN0044
 NN0044  VERT ORDER  -  SECOND    CLASS 0
 NN0044
 NN0044.The horizontal coordinates were scaled from a topographic map and have
 NN0044.an estimated accuracy of +/- 6 seconds.
 NN0044
 NN0044.The orthometric height was determined by differential leveling
 NN0044.and adjusted by the National Geodetic Survey in June 1991..
 NN0044
 NN0044.The geoid height was determined by GEOID03.
 NN0044
 NN0044.The dynamic height is computed by dividing the NAVD 88
 NN0044.geopotential number by the normal gravity value computed on the
 NN0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0044.degrees latitude (g = 980.6199 gals.).
 NN0044
 NN0044.The modeled gravity was interpolated from observed gravity values.
 NN0044
 NN0044;                    North         East    Units  Estimated Accuracy
 NN0044;SPC NE       -   343,380.      631,610.      MT  (+/- 180 meters Scaled)
 NN0044
 NN0044                          SUPERSEDED SURVEY CONTROL
 NN0044
 NN0044  NGVD 29 (??/??/92)  378.201  (m)         1240.81   (f) ADJ UNCH    2 0
 NN0044
 NN0044.Superseded values are not recommended for survey control.
 NN0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0044.See file dsdata.txt to determine how the superseded data were derived.
 NN0044
 NN0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN499515(NAD 83)
 NN0044_MARKER: DB = BENCH MARK DISK
 NN0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0044_STAMPING: N 216 1946
 NN0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0044+STABILITY: SURFACE MOTION
 NN0044
 NN0044  HISTORY     - Date     Condition        Report By
 NN0044  HISTORY     - 1946     MONUMENTED       CGS
 NN0044  HISTORY     - 1964     MARK NOT FOUND   USGS
 NN0044
 NN0044                          STATION DESCRIPTION
 NN0044
 NN0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0044'11 MI NW FROM MONOWI.
 NN0044'2.0 MILES WEST ALONG STATE HIGHWAY NO. 12 FROM THE CHICAGO
 NN0044'AND NORTH WESTERN RAILROAD STATION AT MONOWI, THENCE 3.7 MILES
 NN0044'NORTH ALONG A DIRT ROAD, THENCE 2.8 MILES NORTHWEST ALONG A DIRT
 NN0044'ROAD, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE
 NN0044'EAST ALONG A DIRT ROAD, 0.1 MILE SOUTH OF THE SOUTHWEST BANK
 NN0044'OF THE MISSOURI RIVER, ACROSS THE RIVER FROM GREENWOOD,
 NN0044'SOUTH DAKOTA, 13 FEET NORTHWEST OF A CORNER FENCE POST,
 NN0044'1 FOOT SOUTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A REFERENCE
 NN0044'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 NN0044'ABOVE THE GROUND.
 NN0044
 NN0044                          STATION RECOVERY (1964)
 NN0044
 NN0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NN0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0189 ***********************************************************************
 NN0189  DESIGNATION -  N 217
 NN0189  PID         -  NN0189
 NN0189  STATE/COUNTY-  NE/HOLT
 NN0189  USGS QUAD   -  INMAN (1986)
 NN0189
 NN0189                         *CURRENT SURVEY CONTROL
 NN0189  ___________________________________________________________________
 NN0189* NAD 83(1986)-  42 25 49.     (N)    098 33 14.     (W)     SCALED    
 NN0189* NAVD 88     -       594.411  (meters)    1950.16   (feet)  ADJUSTED  
 NN0189  ___________________________________________________________________
 NN0189  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 NN0189  DYNAMIC HT  -         594.187 (meters)    1949.43  (feet)  COMP
 NN0189  MODELED GRAV-     980,224.7   (mgal)                       NAVD 88
 NN0189
 NN0189  VERT ORDER  -  FIRST     CLASS II
 NN0189
 NN0189.The horizontal coordinates were scaled from a topographic map and have
 NN0189.an estimated accuracy of +/- 6 seconds.
 NN0189
 NN0189.The orthometric height was determined by differential leveling
 NN0189.and adjusted by the National Geodetic Survey in June 1991..
 NN0189
 NN0189.The geoid height was determined by GEOID03.
 NN0189
 NN0189.The dynamic height is computed by dividing the NAVD 88
 NN0189.geopotential number by the normal gravity value computed on the
 NN0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0189.degrees latitude (g = 980.6199 gals.).
 NN0189
 NN0189.The modeled gravity was interpolated from observed gravity values.
 NN0189
 NN0189;                    North         East    Units  Estimated Accuracy
 NN0189;SPC NE       -   289,340.      618,970.      MT  (+/- 180 meters Scaled)
 NN0189
 NN0189                          SUPERSEDED SURVEY CONTROL
 NN0189
 NN0189  NGVD 29 (??/??/92)  594.212  (m)         1949.51   (f) ADJ UNCH    1 2
 NN0189
 NN0189.Superseded values are not recommended for survey control.
 NN0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0189.See file dsdata.txt to determine how the superseded data were derived.
 NN0189
 NN0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM366976(NAD 83)
 NN0189_MARKER: DB = BENCH MARK DISK
 NN0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0189_STAMPING: N 217 1946
 NN0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0189+STABILITY: SURFACE MOTION
 NN0189
 NN0189  HISTORY     - Date     Condition        Report By
 NN0189  HISTORY     - 1946     MONUMENTED       CGS
 NN0189
 NN0189                          STATION DESCRIPTION
 NN0189
 NN0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0189'6.6 MI SE FROM O NEILL.
 NN0189'6.6 MILES SOUTHEAST OF O NEILL, HOLT COUNTY.  THIS BENCH MARK
 NN0189'MAY BE REACHED BY GOING ONE BLOCK SOUTH OF THE POST OFFICE,
 NN0189'THENCE 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20, THENCE 1.5
 NN0189'MILES EAST, 0.8 MILE SOUTH, 2.6 MILES EAST, AND 0.4 MILE SOUTH
 NN0189'ALONG GRADED DIRT ROADS.  IT IS 100 YARDS NORTHEAST OF A FARMHOUSE,
 NN0189'33 FEET WEST OF THE CENTERLINE OF THE ROAD, 27 FEET NORTHWEST
 NN0189'OF THE CENTERLINE OF THE FARM DRIVE, 23 FEET NORTHEAST OF A
 NN0189'14-INCH COTTONWOOD TREE, 1 FOOT EAST OF A FENCE, 1 FOOT SOUTH
 NN0189'OF A WHITE WOODEN WITNESS POST AND LEVEL WITH THE ROAD.  A
 NN0189'STANDARD DISK, STAMPED N 217 1946 AND SET IN THE TOP OF A
 NN0189'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0423 ***********************************************************************
 NN0423  DESIGNATION -  N 218
 NN0423  PID         -  NN0423
 NN0423  STATE/COUNTY-  NE/HOLT
 NN0423  USGS QUAD   -  STUART NE (1954)
 NN0423
 NN0423                         *CURRENT SURVEY CONTROL
 NN0423  ___________________________________________________________________
 NN0423* NAD 83(1986)-  42 38 16.     (N)    099 06 29.     (W)     SCALED    
 NN0423* NAVD 88     -       651.242  (meters)    2136.62   (feet)  ADJUSTED  
 NN0423  ___________________________________________________________________
 NN0423  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 NN0423  DYNAMIC HT  -         650.990 (meters)    2135.79  (feet)  COMP
 NN0423  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 NN0423
 NN0423  VERT ORDER  -  SECOND    CLASS 0
 NN0423
 NN0423.The horizontal coordinates were scaled from a topographic map and have
 NN0423.an estimated accuracy of +/- 6 seconds.
 NN0423
 NN0423.The orthometric height was determined by differential leveling
 NN0423.and adjusted by the National Geodetic Survey in June 1991..
 NN0423
 NN0423.The geoid height was determined by GEOID03.
 NN0423
 NN0423.The dynamic height is computed by dividing the NAVD 88
 NN0423.geopotential number by the normal gravity value computed on the
 NN0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0423.degrees latitude (g = 980.6199 gals.).
 NN0423
 NN0423.The modeled gravity was interpolated from observed gravity values.
 NN0423
 NN0423;                    North         East    Units  Estimated Accuracy
 NN0423;SPC NE       -   311,760.      573,140.      MT  (+/- 180 meters Scaled)
 NN0423
 NN0423                          SUPERSEDED SURVEY CONTROL
 NN0423
 NN0423  NGVD 29 (??/??/92)  651.006  (m)         2135.84   (f) ADJ UNCH    2 0
 NN0423
 NN0423.Superseded values are not recommended for survey control.
 NN0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0423.See file dsdata.txt to determine how the superseded data were derived.
 NN0423
 NN0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN911205(NAD 83)
 NN0423_MARKER: DB = BENCH MARK DISK
 NN0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0423_STAMPING: N 218 1946
 NN0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0423+STABILITY: SURFACE MOTION
 NN0423
 NN0423  HISTORY     - Date     Condition        Report By
 NN0423  HISTORY     - 1946     MONUMENTED       CGS
 NN0423
 NN0423                          STATION DESCRIPTION
 NN0423
 NN0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0423'6.1 MI NE FROM STUART.
 NN0423'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0423'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0423'NO. 20, THENCE NORTH 3.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0423'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0423'AN EAST-WEST DIRT ROAD, 34.0 FEET EAST OF AND ABOUT 2.0 FEET
 NN0423'LOWER THAN THE CENTER LINE OF THE GRAVELED ROAD, 46.0 FEET
 NN0423'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 26.0 FEET NORTH
 NN0423'OF A FENCE CORNER, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT SOUTH
 NN0423'OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED N 218 1946
 NN0423'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 NN0423'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0338 ***********************************************************************
 NN0338  DESIGNATION -  N 219
 NN0338  PID         -  NN0338
 NN0338  STATE/COUNTY-  NE/HOLT
 NN0338  USGS QUAD   -  STUART SE (1954)
 NN0338
 NN0338                         *CURRENT SURVEY CONTROL
 NN0338  ___________________________________________________________________
 NN0338* NAD 83(1995)-  42 34 07.32751(N)    099 04 09.24981(W)     ADJUSTED  
 NN0338* NAVD 88     -       651.117  (meters)    2136.21   (feet)  ADJUSTED  
 NN0338  ___________________________________________________________________
 NN0338  X           -    -741,632.678 (meters)                     COMP
 NN0338  Y           -  -4,646,140.423 (meters)                     COMP
 NN0338  Z           -   4,292,762.553 (meters)                     COMP
 NN0338  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 NN0338  ELLIP HEIGHT-         627.15  (meters)          (06/27/02) GPS OBS
 NN0338  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 NN0338  DYNAMIC HT  -         650.861 (meters)    2135.37  (feet)  COMP
 NN0338  MODELED GRAV-     980,206.8   (mgal)                       NAVD 88
 NN0338
 NN0338  HORZ ORDER  -  FIRST
 NN0338  VERT ORDER  -  FIRST     CLASS II
 NN0338  ELLP ORDER  -  FOURTH    CLASS I
 NN0338
 NN0338.The horizontal coordinates were established by GPS observations
 NN0338.and adjusted by the National Geodetic Survey in August 1997..
 NN0338
 NN0338.The orthometric height was determined by differential leveling
 NN0338.and adjusted by the National Geodetic Survey in June 1991..
 NN0338
 NN0338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0338
 NN0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0338
 NN0338.The ellipsoidal height was determined by GPS observations
 NN0338.and is referenced to NAD 83.
 NN0338
 NN0338.The geoid height was determined by GEOID03.
 NN0338
 NN0338.The dynamic height is computed by dividing the NAVD 88
 NN0338.geopotential number by the normal gravity value computed on the
 NN0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0338.degrees latitude (g = 980.6199 gals.).
 NN0338
 NN0338.The modeled gravity was interpolated from observed gravity values.
 NN0338
 NN0338;                    North         East     Units Scale Factor Converg.
 NN0338;SPC NE       -   304,124.563   576,409.667   MT  0.99983092   +0 37 00.5
 NN0338;UTM  14      - 4,712,924.030   494,317.373   MT  0.99960040   -0 02 48.6
 NN0338
 NN0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0338!SPC NE       -   0.99990165  x   0.99983092  =   0.99973259
 NN0338!UTM  14      -   0.99990165  x   0.99960040  =   0.99950209
 NN0338
 NN0338                          SUPERSEDED SURVEY CONTROL
 NN0338
 NN0338  ELLIP H (08/18/97)  627.17   (m)                       GP(       ) 4 1
 NN0338  NAD 83(1986)-  42 34 07.33307(N)    099 04 09.25969(W) AD(       ) 1
 NN0338  NGVD 29 (??/??/92)  650.886  (m)         2135.45   (f) ADJ UNCH    1 2
 NN0338
 NN0338.Superseded values are not recommended for survey control.
 NN0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0338.See file dsdata.txt to determine how the superseded data were derived.
 NN0338
 NN0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN9431712924(NAD 83)
 NN0338_MARKER: DB = BENCH MARK DISK
 NN0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0338_SP_SET: CONCRETE POST
 NN0338_STAMPING: N 219 1946
 NN0338_MARK LOGO: CGS   
 NN0338_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0338+STABILITY: SURFACE MOTION
 NN0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0338+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1989
 NN0338
 NN0338  HISTORY     - Date     Condition        Report By
 NN0338  HISTORY     - 1946     MONUMENTED       CGS
 NN0338  HISTORY     - 19890504 GOOD             NGS
 NN0338
 NN0338                          STATION DESCRIPTION
 NN0338
 NN0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0338'0.3 MI S FROM STUART.
 NN0338'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0338'HOLT COUNTY, THENCE 4.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 20,
 NN0338'AT THE INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 54 YARDS
 NN0338'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 49 FEET SOUTHWEST OF
 NN0338'THE CENTERLINE OF THE CHICAGO AND NORTH WESTERN RAILWAY TRACK,
 NN0338'38 FEET WEST OF THE CENTERLINE OF THE ROAD, 6 FEET NORTHWEST OF
 NN0338'A FENCE CORNER, 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1
 NN0338'FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 NN0338'TRACK.  A STANDARD DISK, STAMPED N 219 1946 AND SET IN THE TOP
 NN0338'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0338
 NN0338                          STATION RECOVERY (1989)
 NN0338
 NN0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NN0338'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) SOUTHEAST OF STUART,
 NN0338'0.16 KM (0.10 MI) SOUTH OF U.S. HIGHWAY 20, ON THE CHICAGO AND NW RR
 NN0338'RIGHT-OF-WAY.  OWNERSHIP--CHICAGO AND NW RR.
 NN0338'TO REACH THE STATION FROM THE U.S. POST OFFICE IN STUART, GO SOUTH
 NN0338'ALONG MAIN STREET FOR 0.55 KM (0.35 MI) TO THE JUNCTION WITH U.S.
 NN0338'HIGHWAY 20.  TURN LEFT AND GO EAST ALONG U.S. HIGHWAY 20 FOR 6.8 KM
 NN0338'(4.25 MI) TO A SAND ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 NN0338'SAND ROAD, PASSING OVER A RAILROAD, FOR 0.16 KM (0.10 MI) TO THE
 NN0338'STATION ON THE RIGHT, AT A FENCE CORNER AND 0.31 M (1.0 FT) ABOVE THE
 NN0338'ROAD.
 NN0338'THE STATION MARK IS SET 14.1 M (46.3 FT) SOUTH OF THE SOUTH RAIL OF
 NN0338'THE RAILROAD TRACK, 12.1 M (39.7 FT) WEST OF THE APPROXIMATE CENTER OF
 NN0338'THE SAND ROAD, 3.9 M (12.8 FT) SOUTH-SOUTHEAST OF A TELEPHONE POLE,
 NN0338'1.9 M (6.2 FT) WEST OF A CORNER FENCEPOST, 0.31 M (1.0 FT) EAST OF A
 NN0338'WOODEN 4X4 WITNESS POST AND PROJECTS 3 CM ABOVE THE SURFACE.
 NN0338'DESCRIBED BY G.F.SMITH, TYPED BY E.A.RICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0150 ***********************************************************************
 MM0150  DESIGNATION -  N 22
 MM0150  PID         -  MM0150
 MM0150  STATE/COUNTY-  NE/MCPHERSON
 MM0150  USGS QUAD   -  TRYON NW (1985)
 MM0150
 MM0150                         *CURRENT SURVEY CONTROL
 MM0150  ___________________________________________________________________
 MM0150* NAD 83(1986)-  41 40 08.     (N)    100 57 46.     (W)     SCALED    
 MM0150* NAVD 88     -      1010.606  (meters)    3315.63   (feet)  ADJUSTED  
 MM0150  ___________________________________________________________________
 MM0150  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 MM0150  DYNAMIC HT  -        1010.019 (meters)    3313.70  (feet)  COMP
 MM0150  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 MM0150
 MM0150  VERT ORDER  -  FIRST     CLASS II
 MM0150
 MM0150.The horizontal coordinates were scaled from a topographic map and have
 MM0150.an estimated accuracy of +/- 6 seconds.
 MM0150
 MM0150.The orthometric height was determined by differential leveling
 MM0150.and adjusted by the National Geodetic Survey in June 1991..
 MM0150
 MM0150.The geoid height was determined by GEOID03.
 MM0150
 MM0150.The dynamic height is computed by dividing the NAVD 88
 MM0150.geopotential number by the normal gravity value computed on the
 MM0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0150.degrees latitude (g = 980.6199 gals.).
 MM0150
 MM0150.The modeled gravity was interpolated from observed gravity values.
 MM0150
 MM0150;                    North         East    Units  Estimated Accuracy
 MM0150;SPC NE       -   204,240.      419,850.      MT  (+/- 180 meters Scaled)
 MM0150
 MM0150                          SUPERSEDED SURVEY CONTROL
 MM0150
 MM0150  NGVD 29 (02/14/92) 1010.241  (m)         3314.43   (f) ADJUSTED    1 2
 MM0150
 MM0150.Superseded values are not recommended for survey control.
 MM0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0150.See file dsdata.txt to determine how the superseded data were derived.
 MM0150
 MM0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM366148(NAD 83)
 MM0150_MARKER: DB = BENCH MARK DISK
 MM0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0150_SP_SET: CONCRETE POST
 MM0150_STAMPING: N 22 1933 3314.432
 MM0150_MARK LOGO: CGS   
 MM0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0150+STABILITY: SURFACE MOTION
 MM0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0150+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0150
 MM0150  HISTORY     - Date     Condition        Report By
 MM0150  HISTORY     - 1933     MONUMENTED       CGS
 MM0150  HISTORY     - 19910820 GOOD             NGS
 MM0150
 MM0150                          STATION DESCRIPTION
 MM0150
 MM0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0150'8.1 MI N FROM TRYON.
 MM0150'8.1 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0150'TRYON, MC PHERSON COUNTY, AT WHITTAKER RANCH AND A ROAD
 MM0150'INTERSECTION, AT A SMALL STUCCO FARMHOUSE, 54 FEET NORTH OF THE
 MM0150'CENTERLINE OF THE CROSSROAD, 38 FEET WEST OF THE CENTERLINE OF
 MM0150'THE OLD HIGHWAY, AND AT THE SOUTHEAST CORNER OF A SMALL GROVE.
 MM0150'A STANDARD DISK, STAMPED 3314.432 N 22 1933 AND SET IN THE TOP
 MM0150'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0150
 MM0150                          STATION RECOVERY (1991)
 MM0150
 MM0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0150'13.1 KM (8.15 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0150'COURTHOUSE IN TRYON, 25.5 M (83.7 FT) WEST OF AND LEVEL WITH THE
 MM0150'HIGHWAY CENTERLINE, 17.3 M (56.8 FT) NORTH OF THE CENTER OF A DIRT
 MM0150'ROAD, 7.6 M (24.9 FT) NORTH OF A FENCE, 4.8 M (15.7 FT) WEST OF A
 MM0150'FENCE, 1.1 M (3.6 FT) WEST OF A 36-INCH COTTONWOOD TREE, 0.3 M (1.0
 MM0150'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 MM0150'FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0382 ***********************************************************************
 NN0382  DESIGNATION -  N 220
 NN0382  PID         -  NN0382
 NN0382  STATE/COUNTY-  NE/KEYA PAHA
 NN0382  USGS QUAD   -  JAMISON (1964)
 NN0382
 NN0382                         *CURRENT SURVEY CONTROL
 NN0382  ___________________________________________________________________
 NN0382* NAD 83(1986)-  42 55 42.     (N)    099 20 04.     (W)     SCALED    
 NN0382* NAVD 88     -       557.625  (meters)    1829.47   (feet)  ADJUSTED  
 NN0382  ___________________________________________________________________
 NN0382  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 NN0382  DYNAMIC HT  -         557.413 (meters)    1828.78  (feet)  COMP
 NN0382  MODELED GRAV-     980,223.3   (mgal)                       NAVD 88
 NN0382
 NN0382  VERT ORDER  -  FIRST     CLASS II
 NN0382
 NN0382.The horizontal coordinates were scaled from a topographic map and have
 NN0382.an estimated accuracy of +/- 6 seconds.
 NN0382
 NN0382.The orthometric height was determined by differential leveling
 NN0382.and adjusted by the National Geodetic Survey in June 1991..
 NN0382
 NN0382.The geoid height was determined by GEOID03.
 NN0382
 NN0382.The dynamic height is computed by dividing the NAVD 88
 NN0382.geopotential number by the normal gravity value computed on the
 NN0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0382.degrees latitude (g = 980.6199 gals.).
 NN0382
 NN0382.The modeled gravity was interpolated from observed gravity values.
 NN0382
 NN0382;                    North         East    Units  Estimated Accuracy
 NN0382;SPC NE       -   343,870.      554,330.      MT  (+/- 180 meters Scaled)
 NN0382
 NN0382                          SUPERSEDED SURVEY CONTROL
 NN0382
 NN0382  NGVD 29 (??/??/92)  557.335  (m)         1828.52   (f) ADJ UNCH    1 2
 NN0382
 NN0382.Superseded values are not recommended for survey control.
 NN0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0382.See file dsdata.txt to determine how the superseded data were derived.
 NN0382
 NN0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN727529(NAD 83)
 NN0382_MARKER: DB = BENCH MARK DISK
 NN0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0382_STAMPING: N 220 1946
 NN0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0382+STABILITY: SURFACE MOTION
 NN0382
 NN0382  HISTORY     - Date     Condition        Report By
 NN0382  HISTORY     - 1946     MONUMENTED       CGS
 NN0382  HISTORY     - 1973     GOOD             NGS
 NN0382
 NN0382                          STATION DESCRIPTION
 NN0382
 NN0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0382'0.4 MI S FROM BROCKSBURG.
 NN0382'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 0.4 MILE
 NN0382'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 9.0 FEET
 NN0382'WEST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 NN0382'KEYA PAHA RIVER BRIDGE, ON TOP OF THE SOUTHWEST CONCRETE PIER.
 NN0382'A BRONZE DISK STAMPED N 220 1946 SET IN A DRILL HOLE IN CONCRETE.
 NN0382'THE CONCRETE PIER IS STILL INTACT, THE BRIDGE FLOOR IS REMOVED.
 NN0382'UNABLE TO TRAVEL TO SITE OF BENCH MARK THIS DATE.  DEPARTMENT
 NN0382'OF ROAD ENGINEER STATED MARK WAS STILL INTACT AND THEY WILL
 NN0382'MOVE IT TO A MORE USEABLE LOCATION.  NOTE-- UNABLE TO GET TO
 NN0382'BRIDGE PIER THIS DATE AS BRIDGE FLOOR IS REMOVED.
 NN0382
 NN0382                          STATION RECOVERY (1973)
 NN0382
 NN0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NN0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1254 ***********************************************************************
 NM1254  DESIGNATION -  N 221
 NM1254  PID         -  NM1254
 NM1254  STATE/COUNTY-  NE/PIERCE
 NM1254  USGS QUAD   -  FOSTER (1963)
 NM1254
 NM1254                         *CURRENT SURVEY CONTROL
 NM1254  ___________________________________________________________________
 NM1254* NAD 83(1986)-  42 18 27.     (N)    097 43 25.     (W)     SCALED    
 NM1254* NAVD 88     -       505.162  (meters)    1657.35   (feet)  ADJUSTED  
 NM1254  ___________________________________________________________________
 NM1254  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 NM1254  DYNAMIC HT  -         504.974 (meters)    1656.74  (feet)  COMP
 NM1254  MODELED GRAV-     980,232.6   (mgal)                       NAVD 88
 NM1254
 NM1254  VERT ORDER  -  FIRST     CLASS II
 NM1254
 NM1254.The horizontal coordinates were scaled from a topographic map and have
 NM1254.an estimated accuracy of +/- 6 seconds.
 NM1254
 NM1254.The orthometric height was determined by differential leveling
 NM1254.and adjusted by the National Geodetic Survey in June 1991..
 NM1254
 NM1254.The geoid height was determined by GEOID03.
 NM1254
 NM1254.The dynamic height is computed by dividing the NAVD 88
 NM1254.geopotential number by the normal gravity value computed on the
 NM1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1254.degrees latitude (g = 980.6199 gals.).
 NM1254
 NM1254.The modeled gravity was interpolated from observed gravity values.
 NM1254
 NM1254;                    North         East    Units  Estimated Accuracy
 NM1254;SPC NE       -   277,180.      687,620.      MT  (+/- 180 meters Scaled)
 NM1254
 NM1254                          SUPERSEDED SURVEY CONTROL
 NM1254
 NM1254  NGVD 29 (??/??/92)  504.980  (m)         1656.76   (f) ADJ UNCH    1 2
 NM1254
 NM1254.Superseded values are not recommended for survey control.
 NM1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1254.See file dsdata.txt to determine how the superseded data were derived.
 NM1254
 NM1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM051847(NAD 83)
 NM1254_MARKER: DB = BENCH MARK DISK
 NM1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1254_STAMPING: N 221 1946
 NM1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1254+STABILITY: SURFACE MOTION
 NM1254
 NM1254  HISTORY     - Date     Condition        Report By
 NM1254  HISTORY     - 1946     MONUMENTED       CGS
 NM1254  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1254
 NM1254                          STATION DESCRIPTION
 NM1254
 NM1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1254'4 MI NW FROM FOSTER.
 NM1254'4.0 MILES NORTHWEST ALONG STATE HIGHWAY 13 FROM THE CHICAGO AND
 NM1254'NORTH WESTERN RAILWAY STATION AT FOSTER, PIERCE COUNTY, AT THE
 NM1254'INTERSECTION OF AN EAST-AND-WEST SECTION-LINE ROAD, 75 FEET
 NM1254'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET SOUTH OF THE
 NM1254'CENTERLINE OF THE ROAD, 33 FEET WEST OF THE SOUTH END OF A 24-INCH
 NM1254'CORRUGATED-IRON CULVERT, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 NM1254'POST, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 NM1254'STAMPED N 221 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1254'4 INCHES ABOVE GROUND.
 NM1254
 NM1254                          STATION RECOVERY (1999)
 NM1254
 NM1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1254'THE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 NM1254'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0150 ***********************************************************************
 NN0150  DESIGNATION -  N 222
 NN0150  PID         -  NN0150
 NN0150  STATE/COUNTY-  NE/ANTELOPE
 NN0150  USGS QUAD   -  ORCHARD (1986)
 NN0150
 NN0150                         *CURRENT SURVEY CONTROL
 NN0150  ___________________________________________________________________
 NN0150* NAD 83(1986)-  42 20 06.     (N)    098 11 03.     (W)     SCALED    
 NN0150* NAVD 88     -       585.302  (meters)    1920.28   (feet)  ADJUSTED  
 NN0150  ___________________________________________________________________
 NN0150  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 NN0150  DYNAMIC HT  -         585.067 (meters)    1919.51  (feet)  COMP
 NN0150  MODELED GRAV-     980,201.5   (mgal)                       NAVD 88
 NN0150
 NN0150  VERT ORDER  -  FIRST     CLASS II
 NN0150
 NN0150.The horizontal coordinates were scaled from a topographic map and have
 NN0150.an estimated accuracy of +/- 6 seconds.
 NN0150
 NN0150.The orthometric height was determined by differential leveling
 NN0150.and adjusted by the National Geodetic Survey in June 1991..
 NN0150
 NN0150.The geoid height was determined by GEOID03.
 NN0150
 NN0150.The dynamic height is computed by dividing the NAVD 88
 NN0150.geopotential number by the normal gravity value computed on the
 NN0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0150.degrees latitude (g = 980.6199 gals.).
 NN0150
 NN0150.The modeled gravity was interpolated from observed gravity values.
 NN0150
 NN0150;                    North         East    Units  Estimated Accuracy
 NN0150;SPC NE       -   279,330.      649,610.      MT  (+/- 180 meters Scaled)
 NN0150
 NN0150                          SUPERSEDED SURVEY CONTROL
 NN0150
 NN0150  NGVD 29 (??/??/92)  585.095  (m)         1919.60   (f) ADJ UNCH    1 2
 NN0150
 NN0150.Superseded values are not recommended for survey control.
 NN0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0150.See file dsdata.txt to determine how the superseded data were derived.
 NN0150
 NN0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM672872(NAD 83)
 NN0150_MARKER: DB = BENCH MARK DISK
 NN0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0150_STAMPING: N 222 1946
 NN0150_MARK LOGO: CGS   
 NN0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0150+STABILITY: SURFACE MOTION
 NN0150
 NN0150  HISTORY     - Date     Condition        Report By
 NN0150  HISTORY     - 1946     MONUMENTED       CGS
 NN0150  HISTORY     - 19940908 GOOD             NEDR
 NN0150
 NN0150                          STATION DESCRIPTION
 NN0150
 NN0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0150'2.9 MI E FROM ORCHARD.
 NN0150'2.9 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE ORCHARD CO-OPERATIVE
 NN0150'CREDIT ASSOCIATION BUILDING AT ORCHARD, ANTELOPE COUNTY, AT THE
 NN0150'INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 39 FEET SOUTH OF THE
 NN0150'CENTERLINE OF THE HIGHWAY, 36 FEET EAST OF THE CENTERLINE OF THE
 NN0150'DIRT ROAD, 18 FEET SOUTHEAST OF THE EAST CONCRETE HEADWALL OF AN
 NN0150'18-INCH CORRUGATED IRON CULVERT, 1 FOOT NORTH OF A WHITE WOODEN
 NN0150'WITNESS POST, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 NN0150'DISK, STAMPED N 222 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0150'PROJECTING 4 INCHES ABOVE GROUND.
 NN0150
 NN0150                          STATION RECOVERY (1994)
 NN0150
 NN0150'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0150'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO ROAD
 NN0150'CONSTRUCTION.  N 222 RESET IN 1994 HAS BEEN ESTABLISHED NEARBY.  FOR
 NN0150'FURTHER DETAILS SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7415 ***********************************************************************
 AA7415  DESIGNATION -  N 222 RESET
 AA7415  PID         -  AA7415
 AA7415  STATE/COUNTY-  NE/ANTELOPE
 AA7415  USGS QUAD   -  ORCHARD (1986)
 AA7415
 AA7415                         *CURRENT SURVEY CONTROL
 AA7415  ___________________________________________________________________
 AA7415* NAD 83(1986)-  42 20 06.     (N)    098 11 03.     (W)     SCALED    
 AA7415* NAVD 88     -       588.43   (+/-2cm)    1930.5    (feet)  VERTCON   
 AA7415  ___________________________________________________________________
 AA7415  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AA7415
 AA7415  VERT ORDER  -  THIRD (See Below)
 AA7415
 AA7415.The horizontal coordinates were scaled from a topographic map and have
 AA7415.an estimated accuracy of +/- 6 seconds.
 AA7415
 AA7415.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7415.The vertical order pertains to the NGVD 29 superseded value.
 AA7415
 AA7415.The geoid height was determined by GEOID03.
 AA7415
 AA7415;                    North         East    Units  Estimated Accuracy
 AA7415;SPC NE       -   279,330.      649,610.      MT  (+/- 180 meters Scaled)
 AA7415
 AA7415                          SUPERSEDED SURVEY CONTROL
 AA7415
 AA7415  NGVD 29 (08/02/06)  588.22   (m)         1929.9    (f) RESET       3  
 AA7415
 AA7415.Superseded values are not recommended for survey control.
 AA7415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7415.See file dsdata.txt to determine how the superseded data were derived.
 AA7415
 AA7415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM672872(NAD 83)
 AA7415_MARKER: DV = VERTICAL CONTROL DISK
 AA7415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7415_STAMPING: N 222 RESET 1994
 AA7415_MARK LOGO: NGS   
 AA7415_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7415+STABILITY: SURFACE MOTION
 AA7415
 AA7415  HISTORY     - Date     Condition        Report By
 AA7415  HISTORY     - 1994     MONUMENTED       NEDR
 AA7415
 AA7415                          STATION DESCRIPTION
 AA7415
 AA7415'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7415'LOCATED ABOUT 4.8 KM (3.00 MI) EAST FROM ORCHARD, IN THE NW CORNER OF
 AA7415'SEC7, T27N, R7W AND ON ROAD RIGHT-OF-WAY. TO REACH FROM THE ORCHARD
 AA7415'POST OFFICE, GO EAST ON U.S.  HIGHWAY 20 FOR 2.95 MI (4.75 KM) TO A
 AA7415'COUNTY ROAD INTERSECTION AND THE MARK ON THE RIGHT, 150.9 M (495.1 FT)
 AA7415'SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 9.2 M (30.2 FT) EAST FROM
 AA7415'THE CENTERLINE OF THE COUNTY ROAD, 23.190 M (76.083 FT) SOUTHEAST FROM
 AA7415'A NAIL AND WASHER IN THE TOP OF A FENCE POST, 7.753 M (25.436 FT)
 AA7415'NORTH-NORTHWEST FROM A NAIL AND WASHER IN A FENCE POST, 2.146 M (7.041
 AA7415'FT) SOUTH-SOUTHWEST FROM A NAIL AND WASHER IN A FENCE POST AND 0.300 M
 AA7415'(0.984 FT) WEST FROM A WITNESS POST.  THE DISK IS SET INTO THE TOP OF
 AA7415'A ROUND CONCRETE POST THAT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND
 AA7415'SURFACE.  A MAGNET IS EMBEDDED IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0433 ***********************************************************************
 NN0433  DESIGNATION -  N 223
 NN0433  PID         -  NN0433
 NN0433  STATE/COUNTY-  NE/KEYA PAHA
 NN0433  USGS QUAD   -  MILLS (1964)
 NN0433
 NN0433                         *CURRENT SURVEY CONTROL
 NN0433  ___________________________________________________________________
 NN0433* NAD 83(1986)-  42 56 25.     (N)    099 27 10.     (W)     SCALED    
 NN0433* NAVD 88     -       610.124  (meters)    2001.72   (feet)  ADJUSTED  
 NN0433  ___________________________________________________________________
 NN0433  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 NN0433  DYNAMIC HT  -         609.895 (meters)    2000.96  (feet)  COMP
 NN0433  MODELED GRAV-     980,226.5   (mgal)                       NAVD 88
 NN0433
 NN0433  VERT ORDER  -  FIRST     CLASS II
 NN0433
 NN0433.The horizontal coordinates were scaled from a topographic map and have
 NN0433.an estimated accuracy of +/- 6 seconds.
 NN0433
 NN0433.The orthometric height was determined by differential leveling
 NN0433.and adjusted by the National Geodetic Survey in June 1991..
 NN0433
 NN0433.The geoid height was determined by GEOID03.
 NN0433
 NN0433.The dynamic height is computed by dividing the NAVD 88
 NN0433.geopotential number by the normal gravity value computed on the
 NN0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0433.degrees latitude (g = 980.6199 gals.).
 NN0433
 NN0433.The modeled gravity was interpolated from observed gravity values.
 NN0433
 NN0433;                    North         East    Units  Estimated Accuracy
 NN0433;SPC NE       -   345,130.      544,660.      MT  (+/- 180 meters Scaled)
 NN0433
 NN0433                          SUPERSEDED SURVEY CONTROL
 NN0433
 NN0433  NGVD 29 (??/??/92)  609.840  (m)         2000.78   (f) ADJ UNCH    1 2
 NN0433
 NN0433.Superseded values are not recommended for survey control.
 NN0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0433.See file dsdata.txt to determine how the superseded data were derived.
 NN0433
 NN0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN630542(NAD 83)
 NN0433_MARKER: DB = BENCH MARK DISK
 NN0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0433_STAMPING: N 223 1946
 NN0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0433+STABILITY: SURFACE MOTION
 NN0433
 NN0433  HISTORY     - Date     Condition        Report By
 NN0433  HISTORY     - 1946     MONUMENTED       CGS
 NN0433
 NN0433                          STATION DESCRIPTION
 NN0433
 NN0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0433'0.5 MI W FROM MILLS.
 NN0433'ALONG A GRADED COUNTY ROAD, 0.5 MILE WEST OF MILLS POST OFFICE,
 NN0433'NEAR A FENCE CORNER, 36 FEET SOUTH OF THE CENTER OF THE MAIN
 NN0433'ROAD, 24 FEET WEST OF THE CENTER OF A ROAD LEADING SOUTHWEST,
 NN0433'6 FEET SOUTH OF A CORNER FENCE POST, 3 FEET EAST OF A FENCE,
 NN0433'2 FEET NORTH OF WITNESS POST.  A BRONZE DISK STAMPED N 223 1946
 NN0433'SET IN THE TOP OF CONCRETE POST.  NOTE-- IN A FENCE ROW, 40 FT.
 NN0433'SOUTH AND 278 FT. EAST OF A T-ROAD SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1216 ***********************************************************************
 MK1216  DESIGNATION -  N 224
 MK1216  PID         -  MK1216
 MK1216  STATE/COUNTY-  NE/MADISON
 MK1216  USGS QUAD   -  ENOLA (1976)
 MK1216
 MK1216                         *CURRENT SURVEY CONTROL
 MK1216  ___________________________________________________________________
 MK1216* NAD 83(1995)-  41 59 03.74272(N)    097 25 37.10431(W)     ADJUSTED  
 MK1216* NAVD 88     -       468.280  (meters)    1536.35   (feet)  ADJUSTED  
 MK1216  ___________________________________________________________________
 MK1216  X           -    -613,801.374 (meters)                     COMP
 MK1216  Y           -  -4,708,652.062 (meters)                     COMP
 MK1216  Z           -   4,244,610.446 (meters)                     COMP
 MK1216  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 MK1216  ELLIP HEIGHT-         443.51  (meters)          (11/06/01) GPS OBS
 MK1216  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 MK1216  DYNAMIC HT  -         468.098 (meters)    1535.75  (feet)  COMP
 MK1216  MODELED GRAV-     980,217.7   (mgal)                       NAVD 88
 MK1216
 MK1216  HORZ ORDER  -  FIRST
 MK1216  VERT ORDER  -  FIRST     CLASS II
 MK1216  ELLP ORDER  -  FOURTH    CLASS II
 MK1216
 MK1216.The horizontal coordinates were established by GPS observations
 MK1216.and adjusted by the National Geodetic Survey in September 1997..
 MK1216
 MK1216.The orthometric height was determined by differential leveling
 MK1216.and adjusted by the National Geodetic Survey in June 1991..
 MK1216
 MK1216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK1216
 MK1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1216
 MK1216.The ellipsoidal height was determined by GPS observations
 MK1216.and is referenced to NAD 83.
 MK1216
 MK1216.The geoid height was determined by GEOID03.
 MK1216
 MK1216.The dynamic height is computed by dividing the NAVD 88
 MK1216.geopotential number by the normal gravity value computed on the
 MK1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1216.degrees latitude (g = 980.6199 gals.).
 MK1216
 MK1216.The modeled gravity was interpolated from observed gravity values.
 MK1216
 MK1216;                    North         East     Units Scale Factor Converg.
 MK1216;SPC NE       -   241,994.451   713,132.524   MT  0.99969341   +1 42 18.5
 MK1216;UTM  14      - 4,649,237.894   630,307.941   MT  0.99980894   +1 03 08.6
 MK1216
 MK1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1216!SPC NE       -   0.99993044  x   0.99969341  =   0.99962388
 MK1216!UTM  14      -   0.99993044  x   0.99980894  =   0.99973940
 MK1216
 MK1216:                Primary Azimuth Mark                     Grid Az
 MK1216:SPC NE       -  AP STA B OFK                             204 00 51.6
 MK1216:UTM  14      -  AP STA B OFK                             204 40 01.5
 MK1216
 MK1216|---------------------------------------------------------------------|
 MK1216| PID    Reference Object                     Distance      Geod. Az  |
 MK1216|                                                           dddmmss.s |
 MK1216| MK2156 AP STA B OFK                        APPROX. 0.5 KM 2054310.1 |
 MK1216|---------------------------------------------------------------------|
 MK1216
 MK1216                          SUPERSEDED SURVEY CONTROL
 MK1216
 MK1216  ELLIP H (09/23/97)  443.58   (m)                       GP(       ) 4 2
 MK1216  NGVD 29 (??/??/92)  468.096  (m)         1535.74   (f) ADJ UNCH    1 2
 MK1216
 MK1216.Superseded values are not recommended for survey control.
 MK1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1216.See file dsdata.txt to determine how the superseded data were derived.
 MK1216
 MK1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3030849238(NAD 83)
 MK1216_MARKER: DB = BENCH MARK DISK
 MK1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1216_STAMPING: N 224 1947
 MK1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1216+STABILITY: SURFACE MOTION
 MK1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1216+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1997
 MK1216
 MK1216  HISTORY     - Date     Condition        Report By
 MK1216  HISTORY     - 1947     MONUMENTED       CGS
 MK1216  HISTORY     - 1967     GOOD             NGS
 MK1216  HISTORY     - 1981     GOOD
 MK1216  HISTORY     - 19970616 GOOD             NGS
 MK1216
 MK1216                          STATION DESCRIPTION
 MK1216
 MK1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK1216'3.4 MI S FROM NORFOLK.
 MK1216'3.4 MILES SOUTH ALONG U.S. HIGHWAY NO. 81 FROM THE JUNCTION
 MK1216'OF U.S. HIGHWAY NO. 275 AND U.S. HIGHWAY NO. 81 AT NORFOLK,
 MK1216'AT THE MAIN ENTRANCE TO THE NORFOLK MUNICIPAL AIRPORT, 97.3
 MK1216'FEET WEST OF THE CENTER OF THE HIGHWAY, 72.0 FEET SOUTH OF THE
 MK1216'CENTER OF THE AIRPORT ROAD, 1.6 FOOT SOUTH OF A REFERENCE
 MK1216'POST, 1.0 FOOT EAST OF A NORTH-SOUTH NET WIRE FENCE LINE, SET
 MK1216'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY
 MK1216'AND PROJECTING 0.3 FOOT.
 MK1216
 MK1216                          STATION RECOVERY (1967)
 MK1216
 MK1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MK1216'RECOVERED IN GOOD CONDITION.
 MK1216
 MK1216                          STATION RECOVERY (1981)
 MK1216
 MK1216'RECOVERED 1981
 MK1216'RECOVERED IN GOOD CONDITION.
 MK1216
 MK1216                          STATION RECOVERY (1997)
 MK1216
 MK1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 MK1216'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1196 ***********************************************************************
 NM1196  DESIGNATION -  N 225
 NM1196  PID         -  NM1196
 NM1196  STATE/COUNTY-  NE/WAYNE
 NM1196  USGS QUAD   -  WAYNE (1963)
 NM1196
 NM1196                         *CURRENT SURVEY CONTROL
 NM1196  ___________________________________________________________________
 NM1196* NAD 83(1986)-  42 11 14.     (N)    097 04 45.     (W)     SCALED    
 NM1196* NAVD 88     -       454.505  (meters)    1491.16   (feet)  ADJUSTED  
 NM1196  ___________________________________________________________________
 NM1196  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 NM1196  DYNAMIC HT  -         454.339 (meters)    1490.61  (feet)  COMP
 NM1196  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 NM1196
 NM1196  VERT ORDER  -  FIRST     CLASS II
 NM1196
 NM1196.The horizontal coordinates were scaled from a topographic map and have
 NM1196.an estimated accuracy of +/- 6 seconds.
 NM1196
 NM1196.The orthometric height was determined by differential leveling
 NM1196.and adjusted by the National Geodetic Survey in June 1991..
 NM1196
 NM1196.The geoid height was determined by GEOID03.
 NM1196
 NM1196.The dynamic height is computed by dividing the NAVD 88
 NM1196.geopotential number by the normal gravity value computed on the
 NM1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1196.degrees latitude (g = 980.6199 gals.).
 NM1196
 NM1196.The modeled gravity was interpolated from observed gravity values.
 NM1196
 NM1196;                    North         East    Units  Estimated Accuracy
 NM1196;SPC NE       -   265,420.      741,170.      MT  (+/- 180 meters Scaled)
 NM1196
 NM1196                          SUPERSEDED SURVEY CONTROL
 NM1196
 NM1196  NGVD 29 (??/??/92)  454.317  (m)         1490.54   (f) ADJ UNCH    1 2
 NM1196
 NM1196.Superseded values are not recommended for survey control.
 NM1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1196.See file dsdata.txt to determine how the superseded data were derived.
 NM1196
 NM1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM586723(NAD 83)
 NM1196_MARKER: DB = BENCH MARK DISK
 NM1196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1196_SP_SET: ABUTMENT
 NM1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1196
 NM1196  HISTORY     - Date     Condition        Report By
 NM1196  HISTORY     - UNK      MONUMENTED       CGS
 NM1196  HISTORY     - 1947     GOOD             NGS
 NM1196
 NM1196                          STATION DESCRIPTION
 NM1196
 NM1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM1196'5.2 MI E FROM WINSIDE.
 NM1196'5.2 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1196'RAILWAY FROM THE STATION AT WINSIDE, 0.25 MILE SOUTHWEST OF A COUNTY
 NM1196'DIRT ROAD CROSSING, 0.1 MILE NORTHEAST OF MILE POST EMR 23, 190.0
 NM1196'FEET WEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 6.2 FEET
 NM1196'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 2.4 FEET BELOW THE
 NM1196'BASE OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE
 NM1196'NORTHEAST CONCRETE ABUTMENT OF A 15-FOOT STEEL PLATE RAILROAD BRIDGE.
 NM1196'NOTE-- THIS BENCH MARK IS ALSO 4.4 MILES SOUTHWEST ALONG THE CHICAGO,
 NM1196'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY FROM THE STATION AT WAYNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0511 ***********************************************************************
 NN0511  DESIGNATION -  N 226
 NN0511  PID         -  NN0511
 NN0511  STATE/COUNTY-  NE/BROWN
 NN0511  USGS QUAD   -  AINSWORTH (1954)
 NN0511
 NN0511                         *CURRENT SURVEY CONTROL
 NN0511  ___________________________________________________________________
 NN0511* NAD 83(1986)-  42 33 00.     (N)    099 50 12.     (W)     SCALED    
 NN0511* NAVD 88     -       765.842  (meters)    2512.60   (feet)  ADJUSTED  
 NN0511  ___________________________________________________________________
 NN0511  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 NN0511  DYNAMIC HT  -         765.520 (meters)    2511.54  (feet)  COMP
 NN0511  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 NN0511
 NN0511  VERT ORDER  -  FIRST     CLASS II
 NN0511
 NN0511.The horizontal coordinates were scaled from a topographic map and have
 NN0511.an estimated accuracy of +/- 6 seconds.
 NN0511
 NN0511.The orthometric height was determined by differential leveling
 NN0511.and adjusted by the National Geodetic Survey in June 1991..
 NN0511
 NN0511.The geoid height was determined by GEOID03.
 NN0511
 NN0511.The dynamic height is computed by dividing the NAVD 88
 NN0511.geopotential number by the normal gravity value computed on the
 NN0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0511.degrees latitude (g = 980.6199 gals.).
 NN0511
 NN0511.The modeled gravity was interpolated from observed gravity values.
 NN0511
 NN0511;                    North         East    Units  Estimated Accuracy
 NN0511;SPC NE       -   301,650.      513,410.      MT  (+/- 180 meters Scaled)
 NN0511
 NN0511                          SUPERSEDED SURVEY CONTROL
 NN0511
 NN0511  NGVD 29 (??/??/92)  765.549  (m)         2511.64   (f) ADJ UNCH    1 2
 NN0511
 NN0511.Superseded values are not recommended for survey control.
 NN0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0511.See file dsdata.txt to determine how the superseded data were derived.
 NN0511
 NN0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN313111(NAD 83)
 NN0511_MARKER: DB = BENCH MARK DISK
 NN0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0511_STAMPING: N 226 1946
 NN0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0511+STABILITY: SURFACE MOTION
 NN0511
 NN0511  HISTORY     - Date     Condition        Report By
 NN0511  HISTORY     - 1946     MONUMENTED       CGS
 NN0511
 NN0511                          STATION DESCRIPTION
 NN0511
 NN0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0511'1.6 MI E FROM AINSWORTH.
 NN0511'1.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE,
 NN0511'AT AINSWORTH, BROWN COUNTY, AT THE AINSWORTH MUNICIPAL AIRPORT,
 NN0511'27.8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE OFFICE, 6.5 FEET
 NN0511'NORTHWEST OF THE NORTHEAST CORNER OF THE SOUTHERN-MOST HANGAR,
 NN0511'5.4 FEET SOUTH OF THE CONCRETE COVER OF A WELL, AND 1 FOOT
 NN0511'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 NN0511'N 226 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0511'5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0079 ***********************************************************************
 NO0079  DESIGNATION -  N 227
 NO0079  PID         -  NO0079
 NO0079  STATE/COUNTY-  NE/BROWN
 NO0079  USGS QUAD   -  JOHNSTOWN (1985)
 NO0079
 NO0079                         *CURRENT SURVEY CONTROL
 NO0079  ___________________________________________________________________
 NO0079* NAD 83(1986)-  42 35 37.     (N)    100 02 53.     (W)     SCALED    
 NO0079* NAVD 88     -       777.668  (meters)    2551.40   (feet)  ADJUSTED  
 NO0079  ___________________________________________________________________
 NO0079  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 NO0079  DYNAMIC HT  -         777.342 (meters)    2550.33  (feet)  COMP
 NO0079  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 NO0079
 NO0079  VERT ORDER  -  SECOND    CLASS 0
 NO0079
 NO0079.The horizontal coordinates were scaled from a topographic map and have
 NO0079.an estimated accuracy of +/- 6 seconds.
 NO0079
 NO0079.The orthometric height was determined by differential leveling
 NO0079.and adjusted by the National Geodetic Survey in June 1991..
 NO0079
 NO0079.The geoid height was determined by GEOID03.
 NO0079
 NO0079.The dynamic height is computed by dividing the NAVD 88
 NO0079.geopotential number by the normal gravity value computed on the
 NO0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0079.degrees latitude (g = 980.6199 gals.).
 NO0079
 NO0079.The modeled gravity was interpolated from observed gravity values.
 NO0079
 NO0079;                    North         East    Units  Estimated Accuracy
 NO0079;SPC NE       -   306,480.      496,060.      MT  (+/- 180 meters Scaled)
 NO0079
 NO0079                          SUPERSEDED SURVEY CONTROL
 NO0079
 NO0079  NGVD 29 (??/??/92)  777.370  (m)         2550.42   (f) ADJ UNCH    2 0
 NO0079
 NO0079.Superseded values are not recommended for survey control.
 NO0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0079.See file dsdata.txt to determine how the superseded data were derived.
 NO0079
 NO0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN140162(NAD 83)
 NO0079_MARKER: DB = BENCH MARK DISK
 NO0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0079_STAMPING: N 227 1946
 NO0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0079+STABILITY: SURFACE MOTION
 NO0079
 NO0079  HISTORY     - Date     Condition        Report By
 NO0079  HISTORY     - 1946     MONUMENTED       CGS
 NO0079
 NO0079                          STATION DESCRIPTION
 NO0079
 NO0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0079'2.1 MI N FROM JOHNSTOWN.
 NO0079'0.4 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND NORTH
 NO0079'WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 1.7 MILES NORTH
 NO0079'ALONG A DIRT ROAD TO THE SITE OF THE MARK.  0.1 MILE NORTH OF A
 NO0079'JUNCTION WITH A ROAD LEADING EAST, 40 FEET EAST OF AND ABOUT
 NO0079'2 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 30 FEET NORTH OF
 NO0079'AN EAST AND WEST FENCE, 1 FOOT SOUTH OF A WHITE 4X4 MARKER POST,
 NO0079'IN LINE WITH THE RIGHT OF WAY FENCE.  A BRONZE DISK SET IN THE
 NO0079'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 NO0079'STAMPED N 227 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0032 ***********************************************************************
 NO0032  DESIGNATION -  N 228
 NO0032  PID         -  NO0032
 NO0032  STATE/COUNTY-  NE/CHERRY
 NO0032  USGS QUAD   -  ARABIA (1985)
 NO0032
 NO0032                         *CURRENT SURVEY CONTROL
 NO0032  ___________________________________________________________________
 NO0032* NAD 83(1986)-  42 43 36.     (N)    100 22 05.     (W)     SCALED    
 NO0032* NAVD 88     -       829.676  (meters)    2722.03   (feet)  ADJUSTED  
 NO0032  ___________________________________________________________________
 NO0032  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 NO0032  DYNAMIC HT  -         829.337 (meters)    2720.92  (feet)  COMP
 NO0032  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 NO0032
 NO0032  VERT ORDER  -  FIRST     CLASS II
 NO0032
 NO0032.The horizontal coordinates were scaled from a topographic map and have
 NO0032.an estimated accuracy of +/- 6 seconds.
 NO0032
 NO0032.The orthometric height was determined by differential leveling
 NO0032.and adjusted by the National Geodetic Survey in June 1991..
 NO0032
 NO0032.The geoid height was determined by GEOID03.
 NO0032
 NO0032.The dynamic height is computed by dividing the NAVD 88
 NO0032.geopotential number by the normal gravity value computed on the
 NO0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0032.degrees latitude (g = 980.6199 gals.).
 NO0032
 NO0032.The modeled gravity was interpolated from observed gravity values.
 NO0032
 NO0032;                    North         East    Units  Estimated Accuracy
 NO0032;SPC NE       -   321,320.      469,860.      MT  (+/- 180 meters Scaled)
 NO0032
 NO0032                          SUPERSEDED SURVEY CONTROL
 NO0032
 NO0032  NGVD 29 (??/??/92)  829.391  (m)         2721.09   (f) ADJ UNCH    1 2
 NO0032
 NO0032.Superseded values are not recommended for survey control.
 NO0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0032.See file dsdata.txt to determine how the superseded data were derived.
 NO0032
 NO0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN879313(NAD 83)
 NO0032_MARKER: DB = BENCH MARK DISK
 NO0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0032_STAMPING: N 228 1946
 NO0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0032+STABILITY: SURFACE MOTION
 NO0032
 NO0032  HISTORY     - Date     Condition        Report By
 NO0032  HISTORY     - 1946     MONUMENTED       CGS
 NO0032  HISTORY     - 1975     GOOD             NGS
 NO0032
 NO0032                          STATION DESCRIPTION
 NO0032
 NO0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0032'0.4 MI SE FROM ARABIA.
 NO0032'0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND
 NO0032'NORTH WESTERN RAILWAY STATION AT ARABIA, CHERRY COUNTY, 87 FEET
 NO0032'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 46 FEET SOUTHWEST
 NO0032'OF THE CENTERLINE OF THE C. AND N.W. RY. TRACK, 6 FEET NORTHWEST
 NO0032'OF RAILWAY MILEPOST 253, AND 2 FEET LOWER THAN THE HIGHWAY.
 NO0032'A STANDARD DISK, STAMPED N 228 1946 AND SET IN THE TOP OF A
 NO0032'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NO0032
 NO0032                          STATION RECOVERY (1975)
 NO0032
 NO0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NO0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0051 ***********************************************************************
 NO0051  DESIGNATION -  N 229
 NO0051  PID         -  NO0051
 NO0051  STATE/COUNTY-  NE/KEYA PAHA
 NO0051  USGS QUAD   -  NORDEN NW (1983)
 NO0051
 NO0051                         *CURRENT SURVEY CONTROL
 NO0051  ___________________________________________________________________
 NO0051* NAD 83(1986)-  42 53 47.     (N)    100 09 32.     (W)     SCALED    
 NO0051* NAVD 88     -       770.568  (meters)    2528.11   (feet)  ADJUSTED  
 NO0051  ___________________________________________________________________
 NO0051  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 NO0051  DYNAMIC HT  -         770.262 (meters)    2527.10  (feet)  COMP
 NO0051  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 NO0051
 NO0051  VERT ORDER  -  SECOND    CLASS 0
 NO0051
 NO0051.The horizontal coordinates were scaled from a topographic map and have
 NO0051.an estimated accuracy of +/- 6 seconds.
 NO0051
 NO0051.The orthometric height was determined by differential leveling
 NO0051.and adjusted by the National Geodetic Survey in June 1991..
 NO0051
 NO0051.The geoid height was determined by GEOID03.
 NO0051
 NO0051.The dynamic height is computed by dividing the NAVD 88
 NO0051.geopotential number by the normal gravity value computed on the
 NO0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0051.degrees latitude (g = 980.6199 gals.).
 NO0051
 NO0051.The modeled gravity was interpolated from observed gravity values.
 NO0051
 NO0051;                    North         East    Units  Estimated Accuracy
 NO0051;SPC NE       -   340,120.      487,020.      MT  (+/- 180 meters Scaled)
 NO0051
 NO0051                          SUPERSEDED SURVEY CONTROL
 NO0051
 NO0051  NGVD 29 (??/??/92)  770.250  (m)         2527.06   (f) ADJ UNCH    2 0
 NO0051
 NO0051.Superseded values are not recommended for survey control.
 NO0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0051.See file dsdata.txt to determine how the superseded data were derived.
 NO0051
 NO0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN053499(NAD 83)
 NO0051_MARKER: DB = BENCH MARK DISK
 NO0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0051_STAMPING: N 229 1946
 NO0051_MARK LOGO: CGS   
 NO0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0051+STABILITY: SURFACE MOTION
 NO0051
 NO0051  HISTORY     - Date     Condition        Report By
 NO0051  HISTORY     - 1946     MONUMENTED       CGS
 NO0051  HISTORY     - 19950406 GOOD             NGS
 NO0051
 NO0051                          STATION DESCRIPTION
 NO0051
 NO0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0051'6 MI W FROM NORDEN.
 NO0051'ABOUT 6.0 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM
 NO0051'NORDEN, AND AT A CURVE IN THE HIGHWAY WITH DIRT ROADS LEADING
 NO0051'NORTH AND WEST, 185 FEET NORTHEAST OF THE CENTER LINE OF THE
 NO0051'HIGHWAY, 35 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 NO0051'THE ROAD LEADING NORTH, 30 FEET SOUTH OF THE CENTER LINE OF THE
 NO0051'ROAD LEADING EAST, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 NO0051'SOUTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS 4 INCHES ABOVE THE
 NO0051'GROUND.  STAMPED N 229 1946.
 NO0051
 NO0051                          STATION RECOVERY (1995)
 NO0051
 NO0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 NO0051'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0342 ***********************************************************************
 MK0342  DESIGNATION -  N 230
 MK0342  PID         -  MK0342
 MK0342  STATE/COUNTY-  NE/BURT
 MK0342  USGS QUAD   -  CRAIG (1970)
 MK0342
 MK0342                         *CURRENT SURVEY CONTROL
 MK0342  ___________________________________________________________________
 MK0342* NAD 83(1986)-  41 46 14.     (N)    096 15 13.     (W)     SCALED    
 MK0342* NAVD 88     -       342.375  (meters)    1123.28   (feet)  ADJUSTED  
 MK0342  ___________________________________________________________________
 MK0342  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 MK0342  DYNAMIC HT  -         342.242 (meters)    1122.84  (feet)  COMP
 MK0342  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 MK0342
 MK0342  VERT ORDER  -  SECOND    CLASS 0
 MK0342
 MK0342.The horizontal coordinates were scaled from a topographic map and have
 MK0342.an estimated accuracy of +/- 6 seconds.
 MK0342
 MK0342.The orthometric height was determined by differential leveling
 MK0342.and adjusted by the National Geodetic Survey in June 1991..
 MK0342
 MK0342.The geoid height was determined by GEOID03.
 MK0342
 MK0342.The dynamic height is computed by dividing the NAVD 88
 MK0342.geopotential number by the normal gravity value computed on the
 MK0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0342.degrees latitude (g = 980.6199 gals.).
 MK0342
 MK0342.The modeled gravity was interpolated from observed gravity values.
 MK0342
 MK0342;                    North         East    Units  Estimated Accuracy
 MK0342;SPC NE       -   221,830.      811,300.      MT  (+/- 180 meters Scaled)
 MK0342
 MK0342                          SUPERSEDED SURVEY CONTROL
 MK0342
 MK0342  NGVD 29 (??/??/92)  342.238  (m)         1122.83   (f) ADJ UNCH    2 0
 MK0342
 MK0342.Superseded values are not recommended for survey control.
 MK0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0342.See file dsdata.txt to determine how the superseded data were derived.
 MK0342
 MK0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM282279(NAD 83)
 MK0342_MARKER: DB = BENCH MARK DISK
 MK0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0342_STAMPING: N 230 1947
 MK0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0342+STABILITY: SURFACE MOTION
 MK0342
 MK0342  HISTORY     - Date     Condition        Report By
 MK0342  HISTORY     - 1947     MONUMENTED       CGS
 MK0342
 MK0342                          STATION DESCRIPTION
 MK0342
 MK0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0342'1.9 MI W FROM TEKAMAH.
 MK0342'1.9 MILE WEST ALONG U.S. HIGHWAY NO. 73W FROM THE COURT HOUSE
 MK0342'AT TEKAMAH, ON THE EAST SLOPE OF A HILL AND AT THE JUNCTION
 MK0342'OF A PRIVATE ROAD LEADING SOUTH, 39.0 FEET SOUTH OF THE CENTER
 MK0342'OF THE HIGHWAY, 28.0 FEET WEST OF THE CENTER OF THE PRIVATE
 MK0342'ROAD, 7.5 FEET SOUTHWEST OF A POWER LINE POLE, 5.0 FEET NORTH
 MK0342'OF A FENCE CORNER POST, 1.5 FOOT WEST OF A REFERENCE POST,
 MK0342'SET IN A CONCRETE POST ABOUT 5 FEET ABOVE THE HIGHWAY AND
 MK0342'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0343 ***********************************************************************
 MK0343  DESIGNATION -  N 230 RESET
 MK0343  PID         -  MK0343
 MK0343  STATE/COUNTY-  NE/BURT
 MK0343  USGS QUAD   -  CRAIG (1970)
 MK0343
 MK0343                         *CURRENT SURVEY CONTROL
 MK0343  ___________________________________________________________________
 MK0343* NAD 83(1986)-  41 46 15.     (N)    096 15 13.     (W)     SCALED    
 MK0343* NAVD 88     -       343.05   (meters)    1125.5    (feet)  RESET     
 MK0343  ___________________________________________________________________
 MK0343  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 MK0343
 MK0343  VERT ORDER  -  THIRD
 MK0343
 MK0343.The horizontal coordinates were scaled from a topographic map and have
 MK0343.an estimated accuracy of +/- 6 seconds.
 MK0343
 MK0343.The orthometric height was computed from unverified reset data.
 MK0343
 MK0343.The geoid height was determined by GEOID03.
 MK0343
 MK0343;                    North         East    Units  Estimated Accuracy
 MK0343;SPC NE       -   221,860.      811,300.      MT  (+/- 180 meters Scaled)
 MK0343
 MK0343                          SUPERSEDED SURVEY CONTROL
 MK0343
 MK0343  NGVD 29 (??/??/??)  342.91   (m)         1125.0    (f) RESET       3  
 MK0343
 MK0343.Superseded values are not recommended for survey control.
 MK0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0343.See file dsdata.txt to determine how the superseded data were derived.
 MK0343
 MK0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM282279(NAD 83)
 MK0343_MARKER: DB = BENCH MARK DISK
 MK0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0343_STAMPING: N 230 RESET 1947
 MK0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0343+STABILITY: SURFACE MOTION
 MK0343
 MK0343  HISTORY     - Date     Condition        Report By
 MK0343  HISTORY     - 1947     MONUMENTED       NEDR
 MK0343  HISTORY     - 1948     GOOD             NGS
 MK0343
 MK0343                          STATION DESCRIPTION
 MK0343
 MK0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0343'1.9 MI W FROM TEKAMAH.
 MK0343'1.9 MILES WEST ALONG U.S. HIGHWAY 73 W FROM THE COURTHOUSE AT
 MK0343'TEKAMAH, BURT COUNTY, ON THE EAST SLOPE OF A HILL, AT THE
 MK0343'JUNCTION OF A PRIVATE ROAD LEADING SOUTH, 25 FEET WEST OF THE
 MK0343'CENTER LINE OF THE PRIVATE ROAD, 92.9 FEET SOUTH OF THE
 MK0343'CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A POWER-TRANSMISSION
 MK0343'LINE POLE, 0.5 FOOT EAST OF A WHITE WOODEN WITNESS POST.  A
 MK0343'STANDARD DISK, STAMPED N 230 RESET 1947 AND SET IN THE TOP
 MK0343'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0319 ***********************************************************************
 MK0319  DESIGNATION -  N 231 RESET
 MK0319  PID         -  MK0319
 MK0319  STATE/COUNTY-  NE/BURT
 MK0319  USGS QUAD   -  CRAIG (1970)
 MK0319
 MK0319                         *CURRENT SURVEY CONTROL
 MK0319  ___________________________________________________________________
 MK0319* NAD 83(1986)-  41 52 27.     (N)    096 20 50.     (W)     SCALED    
 MK0319* NAVD 88     -       411.51   (meters)    1350.1    (feet)  RESET     
 MK0319  ___________________________________________________________________
 MK0319  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 MK0319
 MK0319  VERT ORDER  -  THIRD
 MK0319
 MK0319.The horizontal coordinates were scaled from a topographic map and have
 MK0319.an estimated accuracy of +/- 6 seconds.
 MK0319
 MK0319.The orthometric height was computed from unverified reset data.
 MK0319
 MK0319.The geoid height was determined by GEOID03.
 MK0319
 MK0319;                    North         East    Units  Estimated Accuracy
 MK0319;SPC NE       -   232,990.      803,040.      MT  (+/- 180 meters Scaled)
 MK0319
 MK0319                          SUPERSEDED SURVEY CONTROL
 MK0319
 MK0319.No superseded survey control is available for this station.
 MK0319
 MK0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM201392(NAD 83)
 MK0319_MARKER: DB = BENCH MARK DISK
 MK0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0319_STAMPING: N 231 1947 RESET 1957
 MK0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0319+STABILITY: SURFACE MOTION
 MK0319
 MK0319  HISTORY     - Date     Condition        Report By
 MK0319  HISTORY     - 1957     MONUMENTED       CGS
 MK0319
 MK0319                          STATION DESCRIPTION
 MK0319
 MK0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK0319'6.8 MI N FROM CRAIG.
 MK0319'0.7 MILE EAST ALONG OLD U.S. HIGHWAY 73 W FROM THE HIGH SCHOOL
 MK0319'AT CRAIG, THENCE 1.0 MILE NORTH ALONG GRAVEL ROAD TO NEW
 MK0319'U.S. HIGHWAY 73 W.  CROSS THE NEW HIGHWAY AND CONTINUE NORTH
 MK0319'ALONG GRAVEL ROAD FOR 5.15 MILES TO A FARM DRIVEWAY
 MK0319'ON THE RIGHT AND THE MARK IN THE NORTHEAST ANGLE 52 FEET
 MK0319'EAST OF THE CENTER OF GRAVEL ROAD, 23 FEET NORTH OF THE CENTER
 MK0319'OF DRIVEWAY, AND 1 FOOT NORTH OF WITNESS POST.  THE MARK
 MK0319'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED N 231 1947
 MK0319'RESET 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0794 ***********************************************************************
 MJ0794  DESIGNATION -  N 232
 MJ0794  PID         -  MJ0794
 MJ0794  STATE/COUNTY-  NE/DOUGLAS
 MJ0794  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0794
 MJ0794                         *CURRENT SURVEY CONTROL
 MJ0794  ___________________________________________________________________
 MJ0794* NAD 83(1986)-  41 13 19.     (N)    095 55 39.     (W)     SCALED    
 MJ0794* NAVD 88     -       319.302  (meters)    1047.58   (feet)  ADJUSTED  
 MJ0794  ___________________________________________________________________
 MJ0794  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MJ0794  DYNAMIC HT  -         319.170 (meters)    1047.14  (feet)  COMP
 MJ0794  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 MJ0794
 MJ0794  VERT ORDER  -  FIRST     CLASS II
 MJ0794
 MJ0794.The horizontal coordinates were scaled from a topographic map and have
 MJ0794.an estimated accuracy of +/- 6 seconds.
 MJ0794
 MJ0794.The orthometric height was determined by differential leveling
 MJ0794.and adjusted by the National Geodetic Survey in June 1991..
 MJ0794
 MJ0794.The geoid height was determined by GEOID03.
 MJ0794
 MJ0794.The dynamic height is computed by dividing the NAVD 88
 MJ0794.geopotential number by the normal gravity value computed on the
 MJ0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0794.degrees latitude (g = 980.6199 gals.).
 MJ0794
 MJ0794.The modeled gravity was interpolated from observed gravity values.
 MJ0794
 MJ0794;                    North         East    Units  Estimated Accuracy
 MJ0794;SPC NE       -   162,210.      841,250.      MT  (+/- 180 meters Scaled)
 MJ0794
 MJ0794                          SUPERSEDED SURVEY CONTROL
 MJ0794
 MJ0794  NGVD 29 (??/??/92)  319.182  (m)         1047.18   (f) ADJ UNCH    1 2
 MJ0794
 MJ0794.Superseded values are not recommended for survey control.
 MJ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0794.See file dsdata.txt to determine how the superseded data were derived.
 MJ0794
 MJ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF546675(NAD 83)
 MJ0794_MARKER: DB = BENCH MARK DISK
 MJ0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0794_STAMPING: N 232 1947
 MJ0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0794+STABILITY: SURFACE MOTION
 MJ0794
 MJ0794  HISTORY     - Date     Condition        Report By
 MJ0794  HISTORY     - 1947     MONUMENTED       CGS
 MJ0794
 MJ0794                          STATION DESCRIPTION
 MJ0794
 MJ0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0794'AT OMAHA.
 MJ0794'AT THE INTERSECTION OF GIFFORD DRIVE AND HOMER STREET, 32 FEET
 MJ0794'EAST OF THE CENTER LINE OF GIFFORD DRIVE, 13 FEET NORTH OF THE
 MJ0794'EXTENDED CENTER LINE OF HOMER STREET, AND 6.5 FEET SOUTH OF A
 MJ0794'POLE BEING USED AS A BRACE POLE FOR A POWER POLE.  A BRONZE
 MJ0794'DISK SET IN THE TOP OF A CONCRETE POST AND FLUSH WITH THE
 MJ0794'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0643 ***********************************************************************
 MK0643  DESIGNATION -  N 233
 MK0643  PID         -  MK0643
 MK0643  STATE/COUNTY-  NE/DOUGLAS
 MK0643  USGS QUAD   -  FORT CALHOUN (1975)
 MK0643
 MK0643                         *CURRENT SURVEY CONTROL
 MK0643  ___________________________________________________________________
 MK0643* NAD 83(1986)-  41 23 19.     (N)    096 05 44.     (W)     SCALED    
 MK0643* NAVD 88     -       399.796  (meters)    1311.66   (feet)  ADJUSTED  
 MK0643  ___________________________________________________________________
 MK0643  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 MK0643  DYNAMIC HT  -         399.606 (meters)    1311.04  (feet)  COMP
 MK0643  MODELED GRAV-     980,136.7   (mgal)                       NAVD 88
 MK0643
 MK0643  VERT ORDER  -  SECOND    CLASS 0
 MK0643
 MK0643.The horizontal coordinates were scaled from a topographic map and have
 MK0643.an estimated accuracy of +/- 6 seconds.
 MK0643
 MK0643.The orthometric height was determined by differential leveling
 MK0643.and adjusted by the National Geodetic Survey in June 1991..
 MK0643
 MK0643.The geoid height was determined by GEOID03.
 MK0643
 MK0643.The dynamic height is computed by dividing the NAVD 88
 MK0643.geopotential number by the normal gravity value computed on the
 MK0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0643.degrees latitude (g = 980.6199 gals.).
 MK0643
 MK0643.The modeled gravity was interpolated from observed gravity values.
 MK0643
 MK0643;                    North         East    Units  Estimated Accuracy
 MK0643;SPC NE       -   180,050.      826,340.      MT  (+/- 180 meters Scaled)
 MK0643
 MK0643                          SUPERSEDED SURVEY CONTROL
 MK0643
 MK0643  NGVD 29 (??/??/92)  399.658  (m)         1311.21   (f) ADJ UNCH    2 0
 MK0643
 MK0643.Superseded values are not recommended for survey control.
 MK0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0643.See file dsdata.txt to determine how the superseded data were derived.
 MK0643
 MK0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL428859(NAD 83)
 MK0643_MARKER: DB = BENCH MARK DISK
 MK0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0643_STAMPING: N 233 1947
 MK0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0643+STABILITY: SURFACE MOTION
 MK0643
 MK0643  HISTORY     - Date     Condition        Report By
 MK0643  HISTORY     - 1947     MONUMENTED       CGS
 MK0643  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0643
 MK0643                          STATION DESCRIPTION
 MK0643
 MK0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0643'5.3 MI NE FROM BENNINGTON.
 MK0643'3.6 MILES EAST ALONG NEBRASKA STATE HIGHWAY 36 FROM THE PUBLIC
 MK0643'SCHOOL AT BENNINGTON, THENCE 1.7 MILES NORTH ALONG A PAVED ROAD,
 MK0643'0.1 MILE NORTH OF A FARMHOUSE, 53 FEET NORTH OF THE NORTH END
 MK0643'OF A WIRE GATE AT AN ENTRANCE TO A FIELD, 37 FEET EAST OF AND
 MK0643'3 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 17 FEET SOUTH
 MK0643'OF A POWER POLE, 3 FEET NORTH OF A 4 X 4 MARKER POST, 2 FEET
 MK0643'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0643'5 INCHES ABOVE THE GROUND.
 MK0643
 MK0643                          STATION RECOVERY (1976)
 MK0643
 MK0643'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0533 ***********************************************************************
 MK0533  DESIGNATION -  N 234
 MK0533  PID         -  MK0533
 MK0533  STATE/COUNTY-  NE/WASHINGTON
 MK0533  USGS QUAD   -  FORT CALHOUN (1975)
 MK0533
 MK0533                         *CURRENT SURVEY CONTROL
 MK0533  ___________________________________________________________________
 MK0533* NAD 83(1986)-  41 28 42.     (N)    096 02 00.     (W)     SCALED    
 MK0533* NAVD 88     -       306.472  (meters)    1005.48   (feet)  ADJUSTED  
 MK0533  ___________________________________________________________________
 MK0533  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 MK0533  DYNAMIC HT  -         306.329 (meters)    1005.01  (feet)  COMP
 MK0533  MODELED GRAV-     980,147.9   (mgal)                       NAVD 88
 MK0533
 MK0533  VERT ORDER  -  SECOND    CLASS 0
 MK0533
 MK0533.The horizontal coordinates were scaled from a topographic map and have
 MK0533.an estimated accuracy of +/- 6 seconds.
 MK0533
 MK0533.The orthometric height was determined by differential leveling
 MK0533.and adjusted by the National Geodetic Survey in June 1991..
 MK0533
 MK0533.The geoid height was determined by GEOID03.
 MK0533
 MK0533.The dynamic height is computed by dividing the NAVD 88
 MK0533.geopotential number by the normal gravity value computed on the
 MK0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0533.degrees latitude (g = 980.6199 gals.).
 MK0533
 MK0533.The modeled gravity was interpolated from observed gravity values.
 MK0533
 MK0533;                    North         East    Units  Estimated Accuracy
 MK0533;SPC NE       -   190,230.      831,080.      MT  (+/- 180 meters Scaled)
 MK0533
 MK0533                          SUPERSEDED SURVEY CONTROL
 MK0533
 MK0533  NGVD 29 (??/??/92)  306.334  (m)         1005.03   (f) ADJ UNCH    2 0
 MK0533
 MK0533.Superseded values are not recommended for survey control.
 MK0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0533.See file dsdata.txt to determine how the superseded data were derived.
 MK0533
 MK0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL477961(NAD 83)
 MK0533_MARKER: DB = BENCH MARK DISK
 MK0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0533_STAMPING: N 234 1947
 MK0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0533+STABILITY: SURFACE MOTION
 MK0533
 MK0533  HISTORY     - Date     Condition        Report By
 MK0533  HISTORY     - 1947     MONUMENTED       CGS
 MK0533  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0533
 MK0533                          STATION DESCRIPTION
 MK0533
 MK0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0533'1.8 MI NW FROM FORT CALHOUN.
 MK0533'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE
 MK0533'AT FORT CALHOUN, 43 YARDS NORTHEAST OF THE CENTER LINE OF THE
 MK0533'HIGHWAY, 78 FEET SOUTHEAST OF RAILWAY MILE POST 105-30, 49 FEET
 MK0533'NORTHEAST OF THE CENTER LINE OF THE TRACK AND 1 FOOT LOWER,
 MK0533'BETWEEN TWO 30-INCH WALNUT TREES, 27 FEET SOUTHEAST OF ONE OF
 MK0533'THE TREES, AND 13 FEET NORTHWEST OF THE OTHER, 2 FEET SOUTHWEST
 MK0533'OF A FENCE, 2 FEET SOUTHEAST OF A 4 X 4 MARKER POST, SET IN THE
 MK0533'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 MK0533
 MK0533                          STATION RECOVERY (1966)
 MK0533
 MK0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0208 ***********************************************************************
 NM0208  DESIGNATION -  N 235
 NM0208  PID         -  NM0208
 NM0208  STATE/COUNTY-  NE/DAKOTA
 NM0208  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0208
 NM0208                         *CURRENT SURVEY CONTROL
 NM0208  ___________________________________________________________________
 NM0208* NAD 83(1986)-  42 27 33.     (N)    096 24 52.     (W)     SCALED    
 NM0208* NAVD 88     -       336.483  (meters)    1103.94   (feet)  ADJUSTED  
 NM0208  ___________________________________________________________________
 NM0208  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 NM0208  DYNAMIC HT  -         336.377 (meters)    1103.60  (feet)  COMP
 NM0208  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 NM0208
 NM0208  VERT ORDER  -  FIRST     CLASS II
 NM0208
 NM0208.The horizontal coordinates were scaled from a topographic map and have
 NM0208.an estimated accuracy of +/- 6 seconds.
 NM0208
 NM0208.The orthometric height was determined by differential leveling
 NM0208.and adjusted by the National Geodetic Survey in June 1991..
 NM0208
 NM0208.The geoid height was determined by GEOID03.
 NM0208
 NM0208.The dynamic height is computed by dividing the NAVD 88
 NM0208.geopotential number by the normal gravity value computed on the
 NM0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0208.degrees latitude (g = 980.6199 gals.).
 NM0208
 NM0208.The modeled gravity was interpolated from observed gravity values.
 NM0208
 NM0208;                    North         East    Units  Estimated Accuracy
 NM0208;SPC NE       -   297,660.      794,780.      MT  (+/- 180 meters Scaled)
 NM0208
 NM0208                          SUPERSEDED SURVEY CONTROL
 NM0208
 NM0208  NGVD 29 (??/??/92)  336.323  (m)         1103.42   (f) ADJ UNCH    1 2
 NM0208
 NM0208.Superseded values are not recommended for survey control.
 NM0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0208.See file dsdata.txt to determine how the superseded data were derived.
 NM0208
 NM0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN125039(NAD 83)
 NM0208_MARKER: DB = BENCH MARK DISK
 NM0208_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM0208_SP_SET: BUILDING WALL
 NM0208_STAMPING: N 235 1947
 NM0208_MARK LOGO: CGS   
 NM0208_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0208+STABILITY: SURFACE MOTION
 NM0208
 NM0208  HISTORY     - Date     Condition        Report By
 NM0208  HISTORY     - 1947     MONUMENTED       CGS
 NM0208  HISTORY     - 1948     GOOD             NGS
 NM0208  HISTORY     - 19920702 GOOD             NEDR
 NM0208
 NM0208                          STATION DESCRIPTION
 NM0208
 NM0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0208'AT SOUTH SIOUX CITY.
 NM0208'AT SOUTH SIOUX CITY, ABOUT 0.7 MILE SOUTH ALONG U.S. HIGHWAY NO.
 NM0208'77 FROM THE POST OFFICE, ON THE EAST FACE OF THE PUBLIC SCHOOL
 NM0208'BUILDING, 3.3 FEET SOUTH OF THE SOUTH EDGE OF THE DOOR AT THE
 NM0208'MAIN ENTRANCE, 1.9 FEET ABOVE GROUND AND SET VERTICALLY IN THE
 NM0208'CONCRETE FOUNDATION.
 NM0208
 NM0208                          STATION RECOVERY (1948)
 NM0208
 NM0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 NM0208'RECOVERED IN GOOD CONDITION.
 NM0208
 NM0208                          STATION RECOVERY (1992)
 NM0208
 NM0208'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (WH)
 NM0208'TO REACH FROM THE POST OFFICE, AT 23RD STREET AND 2ND AVENUE, IN SOUTH
 NM0208'SIOUX CITY, GO EAST ON 23RD STREET FOR 0.1 MI (0.2 KM) TO DAKOTA
 NM0208'AVENUE.  TURN RIGHT AN GO SOUTH ON DAKOTA AVENUE FOR 0.6 MI (1.0 KM)
 NM0208'TO THE MARK IN THE EAST FACE OF THE SCHOOL BUILDING, 3.3 FT (1.0 M)
 NM0208'SOUTH OF THE SOUTH EDGE OF THE DOOR AT THE MAIN ENTRANCE AND SET
 NM0208'VERTICALLY, 2.0 FT (0.6 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0419 ***********************************************************************
 NM0419  DESIGNATION -  N 236
 NM0419  PID         -  NM0419
 NM0419  STATE/COUNTY-  NE/DAKOTA
 NM0419  USGS QUAD   -  HOMER (1976)
 NM0419
 NM0419                         *CURRENT SURVEY CONTROL
 NM0419  ___________________________________________________________________
 NM0419* NAD 83(1986)-  42 18 41.     (N)    096 29 20.     (W)     SCALED    
 NM0419* NAVD 88     -       339.775  (meters)    1114.75   (feet)  ADJUSTED  
 NM0419  ___________________________________________________________________
 NM0419  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 NM0419  DYNAMIC HT  -         339.663 (meters)    1114.38  (feet)  COMP
 NM0419  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 NM0419
 NM0419  VERT ORDER  -  SECOND    CLASS 0
 NM0419
 NM0419.The horizontal coordinates were scaled from a topographic map and have
 NM0419.an estimated accuracy of +/- 6 seconds.
 NM0419
 NM0419.The orthometric height was determined by differential leveling
 NM0419.and adjusted by the National Geodetic Survey in June 1991..
 NM0419
 NM0419.The geoid height was determined by GEOID03.
 NM0419
 NM0419.The dynamic height is computed by dividing the NAVD 88
 NM0419.geopotential number by the normal gravity value computed on the
 NM0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0419.degrees latitude (g = 980.6199 gals.).
 NM0419
 NM0419.The modeled gravity was interpolated from observed gravity values.
 NM0419
 NM0419;                    North         East    Units  Estimated Accuracy
 NM0419;SPC NE       -   281,010.      789,330.      MT  (+/- 180 meters Scaled)
 NM0419
 NM0419                          SUPERSEDED SURVEY CONTROL
 NM0419
 NM0419  NGVD 29 (??/??/92)  339.617  (m)         1114.23   (f) ADJ UNCH    2 0
 NM0419
 NM0419.Superseded values are not recommended for survey control.
 NM0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0419.See file dsdata.txt to determine how the superseded data were derived.
 NM0419
 NM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM069874(NAD 83)
 NM0419_MARKER: DB = BENCH MARK DISK
 NM0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0419_SP_SET: CULVERT
 NM0419_STAMPING: N 236 1947
 NM0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0419
 NM0419  HISTORY     - Date     Condition        Report By
 NM0419  HISTORY     - 1947     MONUMENTED       CGS
 NM0419
 NM0419                          STATION DESCRIPTION
 NM0419
 NM0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0419'0.8 MI S FROM HOMER.
 NM0419'TO REACH FROM THE POST OFFICE AT HOMER GO EAST 0.1 MILE ALONG
 NM0419'MAIN STREET, THENCE SOUTH 0.7 MILE ALONG U.S. HIGHWAY NO. 77
 NM0419'TO SITE OF MARK.  BENCH MARK IS 18.0 FEET WEST OF AND ABOUT
 NM0419'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE SOUTH
 NM0419'END OF THE WEST HEADWALL OF AN 8 FT X 10 FT CONCRETE CULVERT AND
 NM0419'SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0420 ***********************************************************************
 NM0420  DESIGNATION -  N 236 RESET
 NM0420  PID         -  NM0420
 NM0420  STATE/COUNTY-  NE/DAKOTA
 NM0420  USGS QUAD   -  HOMER (1976)
 NM0420
 NM0420                         *CURRENT SURVEY CONTROL
 NM0420  ___________________________________________________________________
 NM0420* NAD 83(1986)-  42 18 41.     (N)    096 29 20.     (W)     SCALED    
 NM0420* NAVD 88     -       338.99   (meters)    1112.2    (feet)  RESET     
 NM0420  ___________________________________________________________________
 NM0420  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 NM0420
 NM0420  VERT ORDER  -  THIRD
 NM0420
 NM0420.The horizontal coordinates were scaled from a topographic map and have
 NM0420.an estimated accuracy of +/- 6 seconds.
 NM0420
 NM0420.The orthometric height was computed from unverified reset data.
 NM0420
 NM0420.The geoid height was determined by GEOID03.
 NM0420
 NM0420;                    North         East    Units  Estimated Accuracy
 NM0420;SPC NE       -   281,010.      789,330.      MT  (+/- 180 meters Scaled)
 NM0420
 NM0420                          SUPERSEDED SURVEY CONTROL
 NM0420
 NM0420  NGVD 29 (??/??/??)  338.83   (m)         1111.6    (f) RESET       3  
 NM0420
 NM0420.Superseded values are not recommended for survey control.
 NM0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0420.See file dsdata.txt to determine how the superseded data were derived.
 NM0420
 NM0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM069874(NAD 83)
 NM0420_MARKER: DB = BENCH MARK DISK
 NM0420_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM0420+WITH SETTING: INTO GROUND
 NM0420_STAMPING: N 236 RESET 1973
 NM0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0420+STABILITY: SURFACE MOTION
 NM0420
 NM0420  HISTORY     - Date     Condition        Report By
 NM0420  HISTORY     - 1973     MONUMENTED       NGS
 NM0420
 NM0420                          STATION DESCRIPTION
 NM0420
 NM0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NM0420'0.8 MI S FROM HOMER.
 NM0420'TO REACH THE BENCH MARK FROM THE POST OFFICE IN HOMER, GO EAST
 NM0420'ON MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 77,
 NM0420'TURN RIGHT AND GO SOUTH ON HIGHWAY 77 FOR 0.7 MILE TO THE BENCH
 NM0420'MARK ON THE LEFT, 27 FEET WEST OF THE EAST RIGHT-OF-WAY EDGE
 NM0420'OF HIGHWAY 77, 4 FEET SOUTH OF A POWER POLE AND 1.5 FEET NORTH
 NM0420'OF A METAL WITNESS POST.  THE BENCH MARK IS A STANDARD DISK
 NM0420'STAMPED N 236 RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 NM0420'COATED ROD WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM,
 NM0420'ENCASED IN A PLASTICE PIPE AND PROJECTS 4 INCHES ABOVE THE GROUND
 NM0420'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0646 ***********************************************************************
 NM0646  DESIGNATION -  N 237
 NM0646  PID         -  NM0646
 NM0646  STATE/COUNTY-  NE/DAKOTA
 NM0646  USGS QUAD   -  EMERSON (1967)
 NM0646
 NM0646                         *CURRENT SURVEY CONTROL
 NM0646  ___________________________________________________________________
 NM0646* NAD 83(1986)-  42 19 19.     (N)    096 37 49.     (W)     SCALED    
 NM0646* NAVD 88     -       397.991  (meters)    1305.74   (feet)  ADJUSTED  
 NM0646  ___________________________________________________________________
 NM0646  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 NM0646  DYNAMIC HT  -         397.857 (meters)    1305.30  (feet)  COMP
 NM0646  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 NM0646
 NM0646  VERT ORDER  -  FIRST     CLASS II
 NM0646
 NM0646.The horizontal coordinates were scaled from a topographic map and have
 NM0646.an estimated accuracy of +/- 6 seconds.
 NM0646
 NM0646.The orthometric height was determined by differential leveling
 NM0646.and adjusted by the National Geodetic Survey in June 1991..
 NM0646
 NM0646.The geoid height was determined by GEOID03.
 NM0646
 NM0646.The dynamic height is computed by dividing the NAVD 88
 NM0646.geopotential number by the normal gravity value computed on the
 NM0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0646.degrees latitude (g = 980.6199 gals.).
 NM0646
 NM0646.The modeled gravity was interpolated from observed gravity values.
 NM0646
 NM0646;                    North         East    Units  Estimated Accuracy
 NM0646;SPC NE       -   281,720.      777,640.      MT  (+/- 180 meters Scaled)
 NM0646
 NM0646                          SUPERSEDED SURVEY CONTROL
 NM0646
 NM0646  NGVD 29 (??/??/92)  397.821  (m)         1305.18   (f) ADJ UNCH    1 2
 NM0646
 NM0646.Superseded values are not recommended for survey control.
 NM0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0646.See file dsdata.txt to determine how the superseded data were derived.
 NM0646
 NM0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM952882(NAD 83)
 NM0646_MARKER: DB = BENCH MARK DISK
 NM0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0646_STAMPING: N 237 1947
 NM0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0646+STABILITY: SURFACE MOTION
 NM0646
 NM0646  HISTORY     - Date     Condition        Report By
 NM0646  HISTORY     - 1947     MONUMENTED       CGS
 NM0646  HISTORY     - 1968     GOOD             NGS
 NM0646
 NM0646                          STATION DESCRIPTION
 NM0646
 NM0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0646'2 MI E FROM NACORA.
 NM0646'2.0 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM0646'OMAHA RAILROAD FROM THE STATION AT NACORA, 2 POLES NORTH OF
 NM0646'MILEPOST 21-25, 44.8 FEET SOUTH OF THE CENTER OF A DIRT ROAD
 NM0646'CROSSING, 26.7 FEET EAST OF THE EAST RAIL, 12.0 FEET SOUTH OF THE
 NM0646'CENTER OF A DIRT ROAD CROSSING, 26.7 FEET EAST OF THE EAST RAIL, 12.0
 NM0646'FEET SOUTH OF A FENCE CORNER, 4.0 FEET NORTH OF A TELEGRAPH POLE,
 NM0646'2.0 FEET WEST OF A WIRE FENCE, 2.0 FEET SOUTH OF A REFERENCE
 NM0646'POST, SET IN THE TOP OF A CONCRETE POST.
 NM0646
 NM0646                          STATION RECOVERY (1968)
 NM0646
 NM0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NM0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0506 ***********************************************************************
 NM0506  DESIGNATION -  N 238
 NM0506  PID         -  NM0506
 NM0506  STATE/COUNTY-  NE/THURSTON
 NM0506  USGS QUAD   -  WALTHILL (1966)
 NM0506
 NM0506                         *CURRENT SURVEY CONTROL
 NM0506  ___________________________________________________________________
 NM0506* NAD 83(1986)-  42 08 52.     (N)    096 29 39.     (W)     SCALED    
 NM0506* NAVD 88     -       397.061  (meters)    1302.69   (feet)  ADJUSTED  
 NM0506  ___________________________________________________________________
 NM0506  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 NM0506  DYNAMIC HT  -         396.922 (meters)    1302.23  (feet)  COMP
 NM0506  MODELED GRAV-     980,259.9   (mgal)                       NAVD 88
 NM0506
 NM0506  VERT ORDER  -  SECOND    CLASS 0
 NM0506
 NM0506.The horizontal coordinates were scaled from a topographic map and have
 NM0506.an estimated accuracy of +/- 6 seconds.
 NM0506
 NM0506.The orthometric height was determined by differential leveling
 NM0506.and adjusted by the National Geodetic Survey in June 1991..
 NM0506
 NM0506.The geoid height was determined by GEOID03.
 NM0506
 NM0506.The dynamic height is computed by dividing the NAVD 88
 NM0506.geopotential number by the normal gravity value computed on the
 NM0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0506.degrees latitude (g = 980.6199 gals.).
 NM0506
 NM0506.The modeled gravity was interpolated from observed gravity values.
 NM0506
 NM0506;                    North         East    Units  Estimated Accuracy
 NM0506;SPC NE       -   262,840.      789,630.      MT  (+/- 180 meters Scaled)
 NM0506
 NM0506                          SUPERSEDED SURVEY CONTROL
 NM0506
 NM0506  NGVD 29 (??/??/92)  396.908  (m)         1302.19   (f) ADJ UNCH    2 0
 NM0506
 NM0506.Superseded values are not recommended for survey control.
 NM0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0506.See file dsdata.txt to determine how the superseded data were derived.
 NM0506
 NM0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM070692(NAD 83)
 NM0506_MARKER: DB = BENCH MARK DISK
 NM0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0506_SP_SET: BUILDING
 NM0506_STAMPING: N 238 1947
 NM0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0506
 NM0506  HISTORY     - Date     Condition        Report By
 NM0506  HISTORY     - 1947     MONUMENTED       CGS
 NM0506
 NM0506                          STATION DESCRIPTION
 NM0506
 NM0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0506'AT WALTHILL.
 NM0506'AT WALTHILL, AT THE WALTHILL HIGH SCHOOL, SET VERTICALLY IN
 NM0506'THE EAST WALL OF THE BUILDING, 1.4 FEET SOUTH OF THE NORTHEAST
 NM0506'CORNER, 3.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9080 ***********************************************************************
 DG9080  DESIGNATION -  N 238 RESET
 DG9080  PID         -  DG9080
 DG9080  STATE/COUNTY-  NE/LANCASTER
 DG9080  USGS QUAD   -  WALTHILL (1966)
 DG9080
 DG9080                         *CURRENT SURVEY CONTROL
 DG9080  ___________________________________________________________________
 DG9080* NAD 83(1986)-  42 08 52.     (N)    096 29 39.     (W)     SCALED    
 DG9080* NAVD 88     -       390.29   (meters)    1280.5    (feet)  RESET     
 DG9080  ___________________________________________________________________
 DG9080  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DG9080
 DG9080  VERT ORDER  -  THIRD
 DG9080
 DG9080.The horizontal coordinates were scaled from a topographic map and have
 DG9080.an estimated accuracy of +/- 6 seconds.
 DG9080
 DG9080.The orthometric height was computed from unverified reset data.
 DG9080.No vertical observational check was made to the station.
 DG9080
 DG9080.The geoid height was determined by GEOID03.
 DG9080
 DG9080;                    North         East    Units  Estimated Accuracy
 DG9080;SPC NE       -   262,840.      789,630.      MT  (+/- 180 meters Scaled)
 DG9080
 DG9080                          SUPERSEDED SURVEY CONTROL
 DG9080
 DG9080.No superseded survey control is available for this station.
 DG9080
 DG9080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM070692(NAD 83)
 DG9080_MARKER: DV = VERTICAL CONTROL DISK
 DG9080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9080_STAMPING: N 238 RESET 2004
 DG9080_MARK LOGO: NGS   
 DG9080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9080+STABILITY: SURFACE MOTION
 DG9080
 DG9080  HISTORY     - Date     Condition        Report By
 DG9080  HISTORY     - 2004     MONUMENTED       NEDR
 DG9080
 DG9080                          STATION DESCRIPTION
 DG9080
 DG9080'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004 (LB)
 DG9080'FROM THE POST OFFICE IN WALTHILL, GO WEST ON MAIN STREET 0.1 MILE (0.2
 DG9080'KM) TO COSTELLO STREET, TURN LEFT, SOUTH, AND GO 0.1 MILE, (0.2 KM)
 DG9080'TURN RIGHT, WEST, AND GO 0.1 MILE (0.2 KM) TO STATION MARK SET IN LAWN
 DG9080'ON SOUTH SIDE OF BOARDING HOUSE.  22.20 FEET (6.77 M) NORTH TO BOTTOM
 DG9080'OF ORANGE FIBERGLASS WITNESS SIGN, 88.37 FEET (26.94 M) EAST NORTHEAST
 DG9080'TO NAIL IN POWER POLE, 270.0 FEET (82.3 M) EAST OF CENTERLINE OF TAFT
 DG9080'STREET, 70.1 FEET (21.4 M) SOUTH OF CENTERLINE OF 1ST AVENUE, 115.83
 DG9080'FEET (35.31 M) WEST SOUTHWEST TO TOP OF FIRE HYDRANT, 89.5 FEET (27.3
 DG9080'M) WEST OF CENTERLINE OF SOUTH LITTLE STREET, 68.97 FEET (21.02 M)
 DG9080'NORTHWEST OF SOUTHWEST CORNER OF BOARDING HOUSE FOR TEACHERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0432 ***********************************************************************
 NM0432  DESIGNATION -  N 239
 NM0432  PID         -  NM0432
 NM0432  STATE/COUNTY-  NE/THURSTON
 NM0432  USGS QUAD   -  HOMER (1976)
 NM0432
 NM0432                         *CURRENT SURVEY CONTROL
 NM0432  ___________________________________________________________________
 NM0432* NAD 83(1986)-  42 16 06.     (N)    096 26 17.     (W)     SCALED    
 NM0432* NAVD 88     -       429.679  (meters)    1409.71   (feet)  ADJUSTED  
 NM0432  ___________________________________________________________________
 NM0432  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 NM0432  DYNAMIC HT  -         429.538 (meters)    1409.24  (feet)  COMP
 NM0432  MODELED GRAV-     980,280.0   (mgal)                       NAVD 88
 NM0432
 NM0432  VERT ORDER  -  SECOND    CLASS 0
 NM0432
 NM0432.The horizontal coordinates were scaled from a topographic map and have
 NM0432.an estimated accuracy of +/- 6 seconds.
 NM0432
 NM0432.The orthometric height was determined by differential leveling
 NM0432.and adjusted by the National Geodetic Survey in June 1991..
 NM0432
 NM0432.The geoid height was determined by GEOID03.
 NM0432
 NM0432.The dynamic height is computed by dividing the NAVD 88
 NM0432.geopotential number by the normal gravity value computed on the
 NM0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0432.degrees latitude (g = 980.6199 gals.).
 NM0432
 NM0432.The modeled gravity was interpolated from observed gravity values.
 NM0432
 NM0432;                    North         East    Units  Estimated Accuracy
 NM0432;SPC NE       -   276,410.      793,710.      MT  (+/- 180 meters Scaled)
 NM0432
 NM0432                          SUPERSEDED SURVEY CONTROL
 NM0432
 NM0432  NGVD 29 (??/??/92)  429.524  (m)         1409.20   (f) ADJ UNCH    2 0
 NM0432
 NM0432.Superseded values are not recommended for survey control.
 NM0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0432.See file dsdata.txt to determine how the superseded data were derived.
 NM0432
 NM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM112827(NAD 83)
 NM0432_MARKER: DB = BENCH MARK DISK
 NM0432_SETTING: 0 = UNSPECIFIED SETTING
 NM0432_STAMPING: N 239 1947
 NM0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0432
 NM0432  HISTORY     - Date     Condition        Report By
 NM0432  HISTORY     - 1947     MONUMENTED       CGS
 NM0432  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0432
 NM0432                          STATION DESCRIPTION
 NM0432
 NM0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0432'4.1 MI NE FROM WINNEBAGO.
 NM0432'1.2 MILES NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0432'AT WINNEBAGO, THENCE NORTH 0.2 MILE ALONG A DIRT ROAD, THENCE
 NM0432'EAST 1.0 MILE, THENCE NORTH 0.5 MILE, THENCE EAST 0.8 MILE,
 NM0432'THENCE NORTH 0.4 MILE, 0.1 MILE SOUTH OF A TURN IN THE ROAD,
 NM0432'315.0 FEET NORTH OF THE CENTER OF A FARM DRIVEWAY, 31.5 FEET
 NM0432'EAST OF THE CENTER OF THE ROAD, 6.6 FEET SOUTH OF A FENCE CORNER
 NM0432'POST, 1.0 FOOT WEST OF A BARBED WIRE FENCE, 2.0 FEET NORTH OF
 NM0432'A 4 IN X 4 IN MARKER POST AND PROJECTING 0.1 FOOT ABOVE GROUND.
 NM0432'NOTE-- LOCAL REFERENCE POINTS DESTROYED.
 NM0432
 NM0432                          STATION RECOVERY (1962)
 NM0432
 NM0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0733 ***********************************************************************
 NM0733  DESIGNATION -  N 240
 NM0733  PID         -  NM0733
 NM0733  STATE/COUNTY-  NE/THURSTON
 NM0733  USGS QUAD   -  BANCROFT (1966)
 NM0733
 NM0733                         *CURRENT SURVEY CONTROL
 NM0733  ___________________________________________________________________
 NM0733* NAD 83(1986)-  42 06 17.     (N)    096 35 23.     (W)     SCALED    
 NM0733* NAVD 88     -       433.156  (meters)    1421.11   (feet)  ADJUSTED  
 NM0733  ___________________________________________________________________
 NM0733  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 NM0733  DYNAMIC HT  -         433.001 (meters)    1420.60  (feet)  COMP
 NM0733  MODELED GRAV-     980,252.1   (mgal)                       NAVD 88
 NM0733
 NM0733  VERT ORDER  -  SECOND    CLASS 0
 NM0733
 NM0733.The horizontal coordinates were scaled from a topographic map and have
 NM0733.an estimated accuracy of +/- 6 seconds.
 NM0733
 NM0733.The orthometric height was determined by differential leveling
 NM0733.and adjusted by the National Geodetic Survey in June 1991..
 NM0733
 NM0733.The geoid height was determined by GEOID03.
 NM0733
 NM0733.The dynamic height is computed by dividing the NAVD 88
 NM0733.geopotential number by the normal gravity value computed on the
 NM0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0733.degrees latitude (g = 980.6199 gals.).
 NM0733
 NM0733.The modeled gravity was interpolated from observed gravity values.
 NM0733
 NM0733;                    North         East    Units  Estimated Accuracy
 NM0733;SPC NE       -   257,750.      781,930.      MT  (+/- 180 meters Scaled)
 NM0733
 NM0733                          SUPERSEDED SURVEY CONTROL
 NM0733
 NM0733  NGVD 29 (??/??/92)  432.998  (m)         1420.59   (f) ADJ UNCH    2 0
 NM0733
 NM0733.Superseded values are not recommended for survey control.
 NM0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0733.See file dsdata.txt to determine how the superseded data were derived.
 NM0733
 NM0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM992642(NAD 83)
 NM0733_MARKER: DB = BENCH MARK DISK
 NM0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0733_STAMPING: N 240 1947
 NM0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0733+STABILITY: SURFACE MOTION
 NM0733
 NM0733  HISTORY     - Date     Condition        Report By
 NM0733  HISTORY     - 1947     MONUMENTED       CGS
 NM0733
 NM0733                          STATION DESCRIPTION
 NM0733
 NM0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0733'7 MI NW FROM BANCROFT.
 NM0733'0.2 MILE WEST ALONG STATE HIGHWAY NO. 16 FROM THE RAILROAD
 NM0733'STATION AT BANCROFT, THENCE NORTH 5.0 MILES NORTH ALONG A GRAVEL
 NM0733'ROAD, THENCE WEST 0.8 MILE ALONG A DIRT ROAD, THENCE NORTH
 NM0733'1.0 MILE ALONG A DIRT ROAD, AT A DIRT CROSS ROAD, 0.1 MILE
 NM0733'SOUTH OF A FARM HOUSE, 31.8 FEET NORTH OF THE CENTER OF THE
 NM0733'EAST-WEST ROAD, 22.3 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 NM0733'ROAD, 56.3 FEET NORTH OF A POWER POLE, 5.5 FEET NORTH OF A FENCE
 NM0733'CORNER, 1.0 FOOT WEST OF A BARBED WIRE FENCE, 2.0 FEET SOUTH
 NM0733'OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE
 NM0733'POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0300 ***********************************************************************
 MK0300  DESIGNATION -  N 241
 MK0300  PID         -  MK0300
 MK0300  STATE/COUNTY-  NE/BURT
 MK0300  USGS QUAD   -  TEKAMAH NW (1970)
 MK0300
 MK0300                         *CURRENT SURVEY CONTROL
 MK0300  ___________________________________________________________________
 MK0300* NAD 83(1986)-  41 54 14.     (N)    096 13 47.     (W)     SCALED    
 MK0300* NAVD 88     -       326.841  (meters)    1072.31   (feet)  ADJUSTED  
 MK0300  ___________________________________________________________________
 MK0300  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 MK0300  DYNAMIC HT  -         326.720 (meters)    1071.91  (feet)  COMP
 MK0300  MODELED GRAV-     980,243.9   (mgal)                       NAVD 88
 MK0300
 MK0300  VERT ORDER  -  SECOND    CLASS 0
 MK0300
 MK0300.The horizontal coordinates were scaled from a topographic map and have
 MK0300.an estimated accuracy of +/- 6 seconds.
 MK0300
 MK0300.The orthometric height was determined by differential leveling
 MK0300.and adjusted by the National Geodetic Survey in June 1991..
 MK0300
 MK0300.The geoid height was determined by GEOID03.
 MK0300
 MK0300.The dynamic height is computed by dividing the NAVD 88
 MK0300.geopotential number by the normal gravity value computed on the
 MK0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0300.degrees latitude (g = 980.6199 gals.).
 MK0300
 MK0300.The modeled gravity was interpolated from observed gravity values.
 MK0300
 MK0300;                    North         East    Units  Estimated Accuracy
 MK0300;SPC NE       -   236,700.      812,640.      MT  (+/- 180 meters Scaled)
 MK0300
 MK0300                          SUPERSEDED SURVEY CONTROL
 MK0300
 MK0300  NGVD 29 (??/??/92)  326.697  (m)         1071.84   (f) ADJ UNCH    2 0
 MK0300
 MK0300.Superseded values are not recommended for survey control.
 MK0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0300.See file dsdata.txt to determine how the superseded data were derived.
 MK0300
 MK0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM297428(NAD 83)
 MK0300_MARKER: DB = BENCH MARK DISK
 MK0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0300_SP_SET: CULVERT
 MK0300_STAMPING: N 241 1947
 MK0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0300
 MK0300  HISTORY     - Date     Condition        Report By
 MK0300  HISTORY     - 1947     MONUMENTED       CGS
 MK0300
 MK0300                          STATION DESCRIPTION
 MK0300
 MK0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0300'8.7 MI N FROM TEKAMAH.
 MK0300'8.7 MILES NORTH ALONG U.S. HIGHWAY NO. 73E FROM THE COURT HOUSE
 MK0300'AT TEKAMAH, 53.0 FEET NORTH OF THE CENTER OF A GRAVEL ROAD
 MK0300'LEADING WEST, 20.0 FEET WEST OF THE CENTER OF THE HIGHWAY, SET
 MK0300'IN TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A 12 X 12-FOOT
 MK0300'CONCRETE CULVERT UNDER THE HIGHWAY AT A DRAINAGE DITCH, ABOUT 2
 MK0300'FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2190 ***********************************************************************
 MK2190  DESIGNATION -  N 241 RESET
 MK2190  PID         -  MK2190
 MK2190  STATE/COUNTY-  NE/BURT
 MK2190  USGS QUAD   -  TEKAMAH NW (1970)
 MK2190
 MK2190                         *CURRENT SURVEY CONTROL
 MK2190  ___________________________________________________________________
 MK2190* NAD 83(1986)-  41 54 19.     (N)    096 13 47.     (W)     SCALED    
 MK2190* NAVD 88     -       327.32   (meters)    1073.9    (feet)  RESET     
 MK2190  ___________________________________________________________________
 MK2190  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 MK2190
 MK2190  VERT ORDER  -  THIRD
 MK2190
 MK2190.The horizontal coordinates were scaled from a topographic map and have
 MK2190.an estimated accuracy of +/- 6 seconds.
 MK2190
 MK2190.The orthometric height was computed from unverified reset data.
 MK2190.No vertical observational check was made to the station.
 MK2190
 MK2190.The geoid height was determined by GEOID03.
 MK2190
 MK2190;                    North         East    Units  Estimated Accuracy
 MK2190;SPC NE       -   236,860.      812,640.      MT  (+/- 180 meters Scaled)
 MK2190
 MK2190                          SUPERSEDED SURVEY CONTROL
 MK2190
 MK2190  NGVD 29 (08/02/06)  327.18   (m)         1073.4    (f) RESET       3  
 MK2190
 MK2190.Superseded values are not recommended for survey control.
 MK2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2190.See file dsdata.txt to determine how the superseded data were derived.
 MK2190
 MK2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM297429(NAD 83)
 MK2190_MARKER: DV = VERTICAL CONTROL DISK
 MK2190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK2190_SP_SET: METAL PIPE IN CONCRETE
 MK2190_STAMPING: N 241 RESET 1986
 MK2190_MARK LOGO: NGS   
 MK2190_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MK2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2190+STABILITY: SURFACE MOTION
 MK2190
 MK2190  HISTORY     - Date     Condition        Report By
 MK2190  HISTORY     - 1986     MONUMENTED       NGS
 MK2190
 MK2190                          STATION DESCRIPTION
 MK2190
 MK2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MK2190'8.85 MILES (14.24 KM) NORTH ALONG US HIGHWAY 75 FROM COURTHOUSE AT
 MK2190'TEKAMAH, GO 127 FEET (38.7 M) WEST OF CENTERLINE OF HIGHWAY 75, MARK
 MK2190'IS 32 FEET (9.8 M) NORTH OF CENTERLINE OF COUNTY ROAD, 1.38 FEET
 MK2190'(0.42 M) SOUTH OF A WITNESS POST, MARK IS LOWER IN ELEVATION OF
 MK2190'COUNTY ROAD.  NOTE--DEPTH OF PIPE UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0494 ***********************************************************************
 MK0494  DESIGNATION -  N 242
 MK0494  PID         -  MK0494
 MK0494  STATE/COUNTY-  NE/WASHINGTON
 MK0494  USGS QUAD   -  ARLINGTON (1968)
 MK0494
 MK0494                         *CURRENT SURVEY CONTROL
 MK0494  ___________________________________________________________________
 MK0494* NAD 83(1986)-  41 25 44.     (N)    096 18 35.     (W)     SCALED    
 MK0494* NAVD 88     -       394.183  (meters)    1293.25   (feet)  ADJUSTED  
 MK0494  ___________________________________________________________________
 MK0494  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 MK0494  DYNAMIC HT  -         393.998 (meters)    1292.64  (feet)  COMP
 MK0494  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 MK0494
 MK0494  VERT ORDER  -  SECOND    CLASS 0
 MK0494
 MK0494.The horizontal coordinates were scaled from a topographic map and have
 MK0494.an estimated accuracy of +/- 6 seconds.
 MK0494
 MK0494.The orthometric height was determined by differential leveling
 MK0494.and adjusted by the National Geodetic Survey in June 1991..
 MK0494
 MK0494.The geoid height was determined by GEOID03.
 MK0494
 MK0494.The dynamic height is computed by dividing the NAVD 88
 MK0494.geopotential number by the normal gravity value computed on the
 MK0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0494.degrees latitude (g = 980.6199 gals.).
 MK0494
 MK0494.The modeled gravity was interpolated from observed gravity values.
 MK0494
 MK0494;                    North         East    Units  Estimated Accuracy
 MK0494;SPC NE       -   183,730.      808,260.      MT  (+/- 180 meters Scaled)
 MK0494
 MK0494                          SUPERSEDED SURVEY CONTROL
 MK0494
 MK0494  NGVD 29 (??/??/92)  394.031  (m)         1292.75   (f) ADJ UNCH    2 0
 MK0494
 MK0494.Superseded values are not recommended for survey control.
 MK0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0494.See file dsdata.txt to determine how the superseded data were derived.
 MK0494
 MK0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL247898(NAD 83)
 MK0494_MARKER: DB = BENCH MARK DISK
 MK0494_SETTING: 0 = UNSPECIFIED SETTING
 MK0494_STAMPING: N 242 1947
 MK0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0494
 MK0494  HISTORY     - Date     Condition        Report By
 MK0494  HISTORY     - 1947     MONUMENTED       CGS
 MK0494  HISTORY     - 1960     GOOD             NGS
 MK0494
 MK0494                          STATION DESCRIPTION
 MK0494
 MK0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0494'3.8 MI SE FROM ARLINGTON.
 MK0494'2.2 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE CHICAGO AND
 MK0494'NORTH WESTERN RAILWAY STATION AT ARLINGTON, THENCE 1.6 MILE
 MK0494'SOUTH ALONG A GRAVEL ROAD TO THE A.M. MASTERS FARM HOUSE.
 MK0494'BENCH MARK IS 153.0 FEET NORTH OF THE CENTER OF THE PRIVATE
 MK0494'DRIVE-WAY LEADING WEST TO THE FARM HOUSE, 84.5 FEET NORTHEAST
 MK0494'OF THE NORTHEAST CORNER OF THE BRICK FOUNDATION OF THE FARM
 MK0494'HOUSE, 48.0 FEET WEST OF THE CENTER OF THE ROAD, 19.5 FEET NORTH
 MK0494'OF THE MOST NORTHERLY TREE IN A ROW OF 4 LARGE ELM TREES, 11.7 FEET
 MK0494'WEST OF AN IRON FENCE CORNER POST, 1.5 FOOT WEST OF A REFERENCE
 MK0494'POST, 1.0 FOOT SOUTH OF AN EAST-WEST FENCE LINE, ABOUT 3 FEET
 MK0494'BELOW THE ROAD AND ABOUT FLUSH WITH THE TOP OF THE GROUND.
 MK0494
 MK0494                          STATION RECOVERY (1960)
 MK0494
 MK0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MK0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0650 ***********************************************************************
 MK0650  DESIGNATION -  N 243
 MK0650  PID         -  MK0650
 MK0650  STATE/COUNTY-  NE/DOUGLAS
 MK0650  USGS QUAD   -  IRVINGTON (1984)
 MK0650
 MK0650                         *CURRENT SURVEY CONTROL
 MK0650  ___________________________________________________________________
 MK0650* NAD 83(1986)-  41 19 08.     (N)    096 03 13.     (W)     SCALED    
 MK0650* NAVD 88     -       337.114  (meters)    1106.01   (feet)  ADJUSTED  
 MK0650  ___________________________________________________________________
 MK0650  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 MK0650  DYNAMIC HT  -         336.965 (meters)    1105.53  (feet)  COMP
 MK0650  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 MK0650
 MK0650  VERT ORDER  -  FIRST     CLASS II
 MK0650
 MK0650.The horizontal coordinates were scaled from a topographic map and have
 MK0650.an estimated accuracy of +/- 6 seconds.
 MK0650
 MK0650.The orthometric height was determined by differential leveling
 MK0650.and adjusted by the National Geodetic Survey in June 1991..
 MK0650
 MK0650.The geoid height was determined by GEOID03.
 MK0650
 MK0650.The dynamic height is computed by dividing the NAVD 88
 MK0650.geopotential number by the normal gravity value computed on the
 MK0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0650.degrees latitude (g = 980.6199 gals.).
 MK0650
 MK0650.The modeled gravity was interpolated from observed gravity values.
 MK0650
 MK0650;                    North         East    Units  Estimated Accuracy
 MK0650;SPC NE       -   172,470.      830,200.      MT  (+/- 180 meters Scaled)
 MK0650
 MK0650                          SUPERSEDED SURVEY CONTROL
 MK0650
 MK0650  NGVD 29 (??/??/92)  337.002  (m)         1105.65   (f) ADJ UNCH    1 2
 MK0650
 MK0650.Superseded values are not recommended for survey control.
 MK0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0650.See file dsdata.txt to determine how the superseded data were derived.
 MK0650
 MK0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL466783(NAD 83)
 MK0650_MARKER: DB = BENCH MARK DISK
 MK0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0650_SP_SET: CONCRETE POST
 MK0650_STAMPING: N 243 1947
 MK0650_MARK LOGO: CGS   
 MK0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0650+STABILITY: SURFACE MOTION
 MK0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0650+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 MK0650
 MK0650  HISTORY     - Date     Condition        Report By
 MK0650  HISTORY     - 1947     MONUMENTED       CGS
 MK0650  HISTORY     - 1976     GOOD             LOCSUR
 MK0650  HISTORY     - 19890815 GOOD             NGS
 MK0650
 MK0650                          STATION DESCRIPTION
 MK0650
 MK0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0650'AT IRVINGTON.
 MK0650'AT IRVINGTON, 82.2 FEET NORTHEAST OF AND ACROSS A PAVED ROAD
 MK0650'FROM THE NORTHEAST CORNER OF A BRICK BUILDING OCCUPIED BY THE
 MK0650'POST OFFICE AND WHICH BELONGS TO MISS GEORGIA L. TWADDELL OF
 MK0650'BENSON, NEBRASKA, 36.3 FEET NORTHEAST OF THE CENTER OF THE PAVED
 MK0650'ROAD, 20.5 FEET NORTH OF THE SOUTHWEST CORNER OF AND 5.2 FEET
 MK0650'SOUTH OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF A
 MK0650'LARGE STORAGE GARAGE, 1.3 FOOT EAST OF A REFERENCE POST, 0.6 FOOT
 MK0650'WEST OF THE WEST SIDE OF THE CONCRETE FOUNDATION, SET IN A
 MK0650'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 MK0650'0.2 FOOT.
 MK0650
 MK0650                          STATION RECOVERY (1976)
 MK0650
 MK0650'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0650'RECOVERED IN GOOD CONDITION.
 MK0650
 MK0650                          STATION RECOVERY (1989)
 MK0650
 MK0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK0650'IN OMAHA, AT THE INTERSECTION OF IRVINGTON ROAD AND NEWPORT AVENUE,
 MK0650'26.2 M (86.0 FT) SOUTH OF THE EXTENDED CENTER OF THE AVENUE, 11.0 M
 MK0650'(36.1 FT) EAST OF THE CENTERLINE OF THE ROAD, 0.2 M (0.7 FT) NORTH OF
 MK0650'A WITNESS POST, AND IN A CONCRETE MOUNMENT THAT PROJECTS 0.06 M (0.2
 MK0650'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0146 ***********************************************************************
 MK0146  DESIGNATION -  N 244
 MK0146  PID         -  MK0146
 MK0146  STATE/COUNTY-  NE/WASHINGTON
 MK0146  USGS QUAD   -  HERMAN (1970)
 MK0146
 MK0146                         *CURRENT SURVEY CONTROL
 MK0146  ___________________________________________________________________
 MK0146* NAD 83(1986)-  41 40 57.     (N)    096 09 16.     (W)     SCALED    
 MK0146* NAVD 88     -       314.005  (meters)    1030.20   (feet)  ADJUSTED  
 MK0146  ___________________________________________________________________
 MK0146  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 MK0146  DYNAMIC HT  -         313.875 (meters)    1029.77  (feet)  COMP
 MK0146  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 MK0146
 MK0146  VERT ORDER  -  SECOND    CLASS 0
 MK0146
 MK0146.The horizontal coordinates were scaled from a topographic map and have
 MK0146.an estimated accuracy of +/- 6 seconds.
 MK0146
 MK0146.The orthometric height was determined by differential leveling
 MK0146.and adjusted by the National Geodetic Survey in June 1991..
 MK0146
 MK0146.The geoid height was determined by GEOID03.
 MK0146
 MK0146.The dynamic height is computed by dividing the NAVD 88
 MK0146.geopotential number by the normal gravity value computed on the
 MK0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0146.degrees latitude (g = 980.6199 gals.).
 MK0146
 MK0146.The modeled gravity was interpolated from observed gravity values.
 MK0146
 MK0146;                    North         East    Units  Estimated Accuracy
 MK0146;SPC NE       -   212,420.      819,970.      MT  (+/- 180 meters Scaled)
 MK0146
 MK0146                          SUPERSEDED SURVEY CONTROL
 MK0146
 MK0146  NGVD 29 (??/??/92)  313.865  (m)         1029.74   (f) ADJ UNCH    2 0
 MK0146
 MK0146.Superseded values are not recommended for survey control.
 MK0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0146.See file dsdata.txt to determine how the superseded data were derived.
 MK0146
 MK0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM368184(NAD 83)
 MK0146_MARKER: DB = BENCH MARK DISK
 MK0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0146_STAMPING: N 244
 MK0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0146+STABILITY: SURFACE MOTION
 MK0146
 MK0146  HISTORY     - Date     Condition        Report By
 MK0146  HISTORY     - UNK      MONUMENTED       DOD
 MK0146  HISTORY     - 1947     GOOD             NGS
 MK0146  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 MK0146
 MK0146                          STATION DESCRIPTION
 MK0146
 MK0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0146'5.1 MI NE FROM HERMAN.
 MK0146'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0146'AT HERMAN, THENCE 2.7 MILES EAST ALONG A GRAVEL ROAD AND 1.5 MILE
 MK0146'NORTH ALONG A DIRT ROAD, ON TOP OF THE SOUTH LEVEE OF THE
 MK0146'BURT-WASHINGTON COUNTY DRAINAGE CANAL, 89.6 FEET NORTHWEST OF AND
 MK0146'ACROSS THE ROAD FROM U.S. COAST AND GEODETIC SURVEY BENCH MARK
 MK0146'Z 243, 88.5 FEET NORTHWEST OF AND ACROSS THE ROAD FROM THE
 MK0146'MOST WESTERLY POLE OF A DOUBLE POLE TYPE OF POWER LINE SUPPORT,
 MK0146'57.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STEEL BRIDGE
 MK0146'OVER A DRAINAGE CANAL, 46.0 FEET WEST OF THE CENTER OF THE ROAD,
 MK0146'A BRONZE DISK OF THE U.S. ENGINEERING DEPARTMENT OF OMAHA,
 MK0146'NEBRASKA SET IN A CONCRETE POST ABOUT 10 FEET ABOVE THE ROAD AND
 MK0146'ABOUT 0.1 FOOT BELOW THE SURFACE OF THE GROUND.
 MK0146
 MK0146                          STATION RECOVERY (1974)
 MK0146
 MK0146'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0438 ***********************************************************************
 MK0438  DESIGNATION -  N 247
 MK0438  PID         -  MK0438
 MK0438  STATE/COUNTY-  NE/WASHINGTON
 MK0438  USGS QUAD   -  NICKERSON (1966)
 MK0438
 MK0438                         *CURRENT SURVEY CONTROL
 MK0438  ___________________________________________________________________
 MK0438* NAD 83(1986)-  41 32 19.     (N)    096 25 41.     (W)     SCALED    
 MK0438* NAVD 88     -       410.807  (meters)    1347.79   (feet)  ADJUSTED  
 MK0438  ___________________________________________________________________
 MK0438  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 MK0438  DYNAMIC HT  -         410.628 (meters)    1347.20  (feet)  COMP
 MK0438  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 MK0438
 MK0438  VERT ORDER  -  SECOND    CLASS 0
 MK0438
 MK0438.The horizontal coordinates were scaled from a topographic map and have
 MK0438.an estimated accuracy of +/- 6 seconds.
 MK0438
 MK0438.The orthometric height was determined by differential leveling
 MK0438.and adjusted by the National Geodetic Survey in June 1991..
 MK0438
 MK0438.The geoid height was determined by GEOID03.
 MK0438
 MK0438.The dynamic height is computed by dividing the NAVD 88
 MK0438.geopotential number by the normal gravity value computed on the
 MK0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0438.degrees latitude (g = 980.6199 gals.).
 MK0438
 MK0438.The modeled gravity was interpolated from observed gravity values.
 MK0438
 MK0438;                    North         East    Units  Estimated Accuracy
 MK0438;SPC NE       -   195,480.      797,880.      MT  (+/- 180 meters Scaled)
 MK0438
 MK0438                          SUPERSEDED SURVEY CONTROL
 MK0438
 MK0438  NGVD 29 (??/??/92)  410.665  (m)         1347.32   (f) ADJ UNCH    2 0
 MK0438
 MK0438.Superseded values are not recommended for survey control.
 MK0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0438.See file dsdata.txt to determine how the superseded data were derived.
 MK0438
 MK0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM145017(NAD 83)
 MK0438_MARKER: DB = BENCH MARK DISK
 MK0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0438_STAMPING: N 247 1947
 MK0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0438+STABILITY: SURFACE MOTION
 MK0438
 MK0438  HISTORY     - Date     Condition        Report By
 MK0438  HISTORY     - 1947     MONUMENTED       CGS
 MK0438
 MK0438                          STATION DESCRIPTION
 MK0438
 MK0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0438'AT FONTANELLE.
 MK0438'AT FONTANELLE, 0.15 MILE SOUTH OF STATE HIGHWAY NO. 91, IN THE
 MK0438'FRONT YARD OF THE SCHOOL, 121.0 FEET WEST OF THE CENTER OF A
 MK0438'NORTH-SOUTH GRAVEL ROAD, 75.8 FEET EAST OF THE CENTER OF THE MAIN
 MK0438'(EAST) ENTRANCE TO THE SCHOOL BUILDING, 2.9 FEET WEST OF THE WEST
 MK0438'SIDE OF A 4-FOOT CIRCULAR CONCRETE BASE FOR THE FLAG POLE, SET IN
 MK0438'A CONCRETE POST ABOUT FLUSH WITH THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0537 ***********************************************************************
 NM0537  DESIGNATION -  N 248
 NM0537  PID         -  NM0537
 NM0537  STATE/COUNTY-  NE/THURSTON
 NM0537  USGS QUAD   -  MACY (1966)
 NM0537
 NM0537                         *CURRENT SURVEY CONTROL
 NM0537  ___________________________________________________________________
 NM0537* NAD 83(1986)-  42 02 46.     (N)    096 21 04.     (W)     SCALED    
 NM0537* NAVD 88     -       354.601  (meters)    1163.39   (feet)  ADJUSTED  
 NM0537  ___________________________________________________________________
 NM0537  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 NM0537  DYNAMIC HT  -         354.476 (meters)    1162.98  (feet)  COMP
 NM0537  MODELED GRAV-     980,258.9   (mgal)                       NAVD 88
 NM0537
 NM0537  VERT ORDER  -  SECOND    CLASS 0
 NM0537
 NM0537.The horizontal coordinates were scaled from a topographic map and have
 NM0537.an estimated accuracy of +/- 6 seconds.
 NM0537
 NM0537.The orthometric height was determined by differential leveling
 NM0537.and adjusted by the National Geodetic Survey in June 1991..
 NM0537
 NM0537.The geoid height was determined by GEOID03.
 NM0537
 NM0537.The dynamic height is computed by dividing the NAVD 88
 NM0537.geopotential number by the normal gravity value computed on the
 NM0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0537.degrees latitude (g = 980.6199 gals.).
 NM0537
 NM0537.The modeled gravity was interpolated from observed gravity values.
 NM0537
 NM0537;                    North         East    Units  Estimated Accuracy
 NM0537;SPC NE       -   252,050.      801,920.      MT  (+/- 180 meters Scaled)
 NM0537
 NM0537                          SUPERSEDED SURVEY CONTROL
 NM0537
 NM0537  NGVD 29 (??/??/92)  354.453  (m)         1162.90   (f) ADJ UNCH    2 0
 NM0537
 NM0537.Superseded values are not recommended for survey control.
 NM0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0537.See file dsdata.txt to determine how the superseded data were derived.
 NM0537
 NM0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM192582(NAD 83)
 NM0537_MARKER: DB = BENCH MARK DISK
 NM0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0537_STAMPING: N 248 1947
 NM0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0537+STABILITY: SURFACE MOTION
 NM0537
 NM0537  HISTORY     - Date     Condition        Report By
 NM0537  HISTORY     - 1947     MONUMENTED       CGS
 NM0537
 NM0537                          STATION DESCRIPTION
 NM0537
 NM0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0537'8.8 MI SE FROM ROSALIE.
 NM0537'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0537'THENCE EAST 8.3 MILES ALONG A DIRT AND GRAVEL ROAD, 0.2 MILE
 NM0537'EAST OF A STEEL BRIDGE, AT A FARM HOUSE, 24.8 FEET NORTH OF THE
 NM0537'CENTER OF THE ROAD, 18.2 FEET NORTHWEST OF A MAIL BOX, 15.9 FEET
 NM0537'EAST OF THE CENTER OF A DRIVEWAY, 4.4 FEET EAST OF A GATE POST,
 NM0537'1.0 FOOT SOUTH OF A WIRE FENCE, 2.0 FEET WEST OF A 4 IN X 4 IN
 NM0537'MARKER POST AND SET IN THE TOP OF A CONCRETE POST, PROJECTING
 NM0537'0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0262 ***********************************************************************
 LH0262  DESIGNATION -  N 249
 LH0262  PID         -  LH0262
 LH0262  STATE/COUNTY-  NE/WEBSTER
 LH0262  USGS QUAD   -  BLUE HILL (1969)
 LH0262
 LH0262                         *CURRENT SURVEY CONTROL
 LH0262  ___________________________________________________________________
 LH0262* NAD 83(1986)-  40 17 32.     (N)    098 27 17.     (W)     SCALED    
 LH0262* NAVD 88     -       611.348  (meters)    2005.73   (feet)  ADJUSTED  
 LH0262  ___________________________________________________________________
 LH0262  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 LH0262  DYNAMIC HT  -         610.980 (meters)    2004.52  (feet)  COMP
 LH0262  MODELED GRAV-     980,003.6   (mgal)                       NAVD 88
 LH0262
 LH0262  VERT ORDER  -  FIRST     CLASS II
 LH0262
 LH0262.The horizontal coordinates were scaled from a topographic map and have
 LH0262.an estimated accuracy of +/- 6 seconds.
 LH0262
 LH0262.The orthometric height was determined by differential leveling
 LH0262.and adjusted by the National Geodetic Survey in June 1991..
 LH0262
 LH0262.The geoid height was determined by GEOID03.
 LH0262
 LH0262.The dynamic height is computed by dividing the NAVD 88
 LH0262.geopotential number by the normal gravity value computed on the
 LH0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0262.degrees latitude (g = 980.6199 gals.).
 LH0262
 LH0262.The modeled gravity was interpolated from observed gravity values.
 LH0262
 LH0262;                    North         East    Units  Estimated Accuracy
 LH0262;SPC NE       -    52,130.      631,370.      MT  (+/- 180 meters Scaled)
 LH0262
 LH0262                          SUPERSEDED SURVEY CONTROL
 LH0262
 LH0262  NGVD 29 (??/??/92)  611.117  (m)         2004.97   (f) ADJ UNCH    1 2
 LH0262
 LH0262.Superseded values are not recommended for survey control.
 LH0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0262.See file dsdata.txt to determine how the superseded data were derived.
 LH0262
 LH0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK463603(NAD 83)
 LH0262_MARKER: DB = BENCH MARK DISK
 LH0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0262_STAMPING: N 249 1947
 LH0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0262+STABILITY: SURFACE MOTION
 LH0262
 LH0262  HISTORY     - Date     Condition        Report By
 LH0262  HISTORY     - 1947     MONUMENTED       CGS
 LH0262  HISTORY     - 1981     GOOD             NGS
 LH0262
 LH0262                          STATION DESCRIPTION
 LH0262
 LH0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0262'2.9 MI S FROM BLUE HILL.
 LH0262'2.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILWAY
 LH0262'FROM THE STATION AT BLUE HILL, AT THE CROSSING OF U.S. HIGHWAY
 LH0262'281, 161.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 53.5
 LH0262'FEET EAST OF MILEPOST 22, 35.6 FEET EAST OF THE EAST RAIL,
 LH0262'3.3 FEET NORTH OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE,
 LH0262'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE
 LH0262'THE SURFACE OF THE GROUND.
 LH0262
 LH0262                          STATION RECOVERY (1981)
 LH0262
 LH0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0041 ***********************************************************************
 LJ0041  DESIGNATION -  N 25
 LJ0041  PID         -  LJ0041
 LJ0041  STATE/COUNTY-  NE/RED WILLOW
 LJ0041  USGS QUAD   -  CAMBRIDGE (1983)
 LJ0041
 LJ0041                         *CURRENT SURVEY CONTROL
 LJ0041  ___________________________________________________________________
 LJ0041* NAD 83(1986)-  40 16 18.     (N)    100 13 00.     (W)     SCALED    
 LJ0041* NAVD 88     -       697.124  (meters)    2287.15   (feet)  ADJUSTED  
 LJ0041  ___________________________________________________________________
 LJ0041  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 LJ0041  DYNAMIC HT  -         696.678 (meters)    2285.68  (feet)  COMP
 LJ0041  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 LJ0041
 LJ0041  VERT ORDER  -  FIRST     CLASS II
 LJ0041
 LJ0041.The horizontal coordinates were scaled from a topographic map and have
 LJ0041.an estimated accuracy of +/- 6 seconds.
 LJ0041
 LJ0041.The orthometric height was determined by differential leveling
 LJ0041.and adjusted by the National Geodetic Survey in June 1991..
 LJ0041
 LJ0041.The geoid height was determined by GEOID03.
 LJ0041
 LJ0041.The dynamic height is computed by dividing the NAVD 88
 LJ0041.geopotential number by the normal gravity value computed on the
 LJ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0041.degrees latitude (g = 980.6199 gals.).
 LJ0041
 LJ0041.The modeled gravity was interpolated from observed gravity values.
 LJ0041
 LJ0041;                    North         East    Units  Estimated Accuracy
 LJ0041;SPC NE       -    48,690.      481,570.      MT  (+/- 180 meters Scaled)
 LJ0041
 LJ0041                          SUPERSEDED SURVEY CONTROL
 LJ0041
 LJ0041  NGVD 29 (??/??/92)  696.828  (m)         2286.18   (f) ADJ UNCH    1 2
 LJ0041
 LJ0041.Superseded values are not recommended for survey control.
 LJ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0041.See file dsdata.txt to determine how the superseded data were derived.
 LJ0041
 LJ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK965586(NAD 83)
 LJ0041_MARKER: DB = BENCH MARK DISK
 LJ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0041_STAMPING: 2286.177 N 25 1933
 LJ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0041+STABILITY: SURFACE MOTION
 LJ0041
 LJ0041  HISTORY     - Date     Condition        Report By
 LJ0041  HISTORY     - 1933     MONUMENTED       CGS
 LJ0041  HISTORY     - 1942     GOOD             NGS
 LJ0041
 LJ0041                          STATION DESCRIPTION
 LJ0041
 LJ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LJ0041'2.7 MI W FROM CAMBRIDGE.
 LJ0041'IN REDWILLOW COUNTY, 2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LJ0041'AND QUINCY RAILROAD FROM THE STATION AT CAMBRIDGE, FURNAS
 LJ0041'COUNTY, 14 POLES WEST OF MILEPOST 265, AT A FARM-ROAD CROSSING,
 LJ0041'81 FEET WEST OF THE CENTERLINE OF THE ROAD, 44 FEET SOUTH OF
 LJ0041'THE SOUTH RAIL, AND 4 FEET NORTH OF THE WIRE RIGHT-OF-WAY FENCE.
 LJ0041'A STANDARD DISK, STAMPED N 25 1933 AND SET IN TOP OF A CONCRETE
 LJ0041'POST PROJECTING 6 INCHES ABOVE GROUND.  NOW STAMPED 2286.177
 LJ0041'N 25 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1423 ***********************************************************************
 LH1423  DESIGNATION -  N 250 RESET
 LH1423  PID         -  LH1423
 LH1423  STATE/COUNTY-  NE/ADAMS
 LH1423  USGS QUAD   -  HASTINGS WEST (1983)
 LH1423
 LH1423                         *CURRENT SURVEY CONTROL
 LH1423  ___________________________________________________________________
 LH1423* NAD 83(1986)-  40 35 06.     (N)    098 24 16.     (W)     SCALED    
 LH1423* NAVD 88     -       590.347  (meters)    1936.83   (feet)  ADJUSTED  
 LH1423  ___________________________________________________________________
 LH1423  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 LH1423  DYNAMIC HT  -         590.017 (meters)    1935.75  (feet)  COMP
 LH1423  MODELED GRAV-     980,045.8   (mgal)                       NAVD 88
 LH1423
 LH1423  VERT ORDER  -  FIRST     CLASS II
 LH1423
 LH1423.The horizontal coordinates were scaled from a topographic map and have
 LH1423.an estimated accuracy of +/- 6 seconds.
 LH1423
 LH1423.The orthometric height was determined by differential leveling
 LH1423.and adjusted by the National Geodetic Survey in May 1993..
 LH1423
 LH1423.The geoid height was determined by GEOID03.
 LH1423
 LH1423.The dynamic height is computed by dividing the NAVD 88
 LH1423.geopotential number by the normal gravity value computed on the
 LH1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1423.degrees latitude (g = 980.6199 gals.).
 LH1423
 LH1423.The modeled gravity was interpolated from observed gravity values.
 LH1423
 LH1423;                    North         East    Units  Estimated Accuracy
 LH1423;SPC NE       -    84,700.      635,040.      MT  (+/- 180 meters Scaled)
 LH1423
 LH1423                          SUPERSEDED SURVEY CONTROL
 LH1423
 LH1423  NGVD 29 (08/02/06)  590.11   (m)         1936.1    (f) RESET       3  
 LH1423
 LH1423.Superseded values are not recommended for survey control.
 LH1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1423.See file dsdata.txt to determine how the superseded data were derived.
 LH1423
 LH1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK504928(NAD 83)
 LH1423_MARKER: DV = VERTICAL CONTROL DISK
 LH1423_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH1423_SP_SET: RETAINING WALL
 LH1423_STAMPING: N 250 RESET 1989
 LH1423_MARK LOGO: NGS   
 LH1423_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1423+STABILITY: SURFACE MOTION
 LH1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1423+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LH1423
 LH1423  HISTORY     - Date     Condition        Report By
 LH1423  HISTORY     - 1989     MONUMENTED       NGS
 LH1423  HISTORY     - 19911008 GOOD             NGS
 LH1423
 LH1423                          STATION DESCRIPTION
 LH1423
 LH1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1423'THE MARK IS IN HASTINGS, AT THE NORTHEAST CORNER OF A RED BRICK
 LH1423'BUILDING, AT 1719 WEST 2ND STREET.  THE PROPERTY OWNER IS DENNIS
 LH1423'DEWITT, TELEPHONE 402 463 7118, IN THE NORTHEAST CORNER OF THE
 LH1423'BASEMENT STAIRWELL WALL.  IT IS 20.82 M (68.3 FT) SOUTH FROM THE
 LH1423'CENTERLINE OF THE STREET, 3.08 M (10.1 FT) SOUTH-SOUTHEAST FROM THE
 LH1423'NORTHEAST CORNER OF THE BUILDING, 1.20 M (3.9 FT) EAST FROM A DOOR AT
 LH1423'THE NORTHEAST CORNER OF THE BUILDING AND 1.02 M (3.3 FT) NORTH FROM
 LH1423'THE NORTHEAST CORNER PIPE OF A GUARDRAIL AROUND THE STAIRWELL.
 LH1423
 LH1423                          STATION RECOVERY (1991)
 LH1423
 LH1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1423'IN HASTINGS, NEAR THE NORTHEAST CORNER OF A CONCRETE RETAINING WALL
 LH1423'ALONG A STAIRWELL LEADING TO THE BASEMENT OF THE HASTINGS CYCLING AND
 LH1423'FITNESS CENTER AT 1719 WEST 2ND STREET, 3.2 M (10.5 FT) SOUTH OF THE
 LH1423'NORTHEAST CORNER OF THE BUILDING, 1.1 M (3.6 FT) EAST OF THE EAST
 LH1423'FACE OF THE BUILDING, AND 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0247 ***********************************************************************
 LH0247  DESIGNATION -  N 252
 LH0247  PID         -  LH0247
 LH0247  STATE/COUNTY-  NE/WEBSTER
 LH0247  USGS QUAD   -  AMBOY (1974)
 LH0247
 LH0247                         *CURRENT SURVEY CONTROL
 LH0247  ___________________________________________________________________
 LH0247* NAD 83(1986)-  40 07 08.     (N)    098 26 38.     (W)     SCALED    
 LH0247* NAVD 88     -       521.220  (meters)    1710.04   (feet)  ADJUSTED  
 LH0247  ___________________________________________________________________
 LH0247  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LH0247  DYNAMIC HT  -         520.905 (meters)    1709.00  (feet)  COMP
 LH0247  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 LH0247
 LH0247  VERT ORDER  -  FIRST     CLASS II
 LH0247
 LH0247.The horizontal coordinates were scaled from a topographic map and have
 LH0247.an estimated accuracy of +/- 6 seconds.
 LH0247
 LH0247.The orthometric height was determined by differential leveling
 LH0247.and adjusted by the National Geodetic Survey in June 1991..
 LH0247
 LH0247.The geoid height was determined by GEOID03.
 LH0247
 LH0247.The dynamic height is computed by dividing the NAVD 88
 LH0247.geopotential number by the normal gravity value computed on the
 LH0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0247.degrees latitude (g = 980.6199 gals.).
 LH0247
 LH0247.The modeled gravity was interpolated from observed gravity values.
 LH0247
 LH0247;                    North         East    Units  Estimated Accuracy
 LH0247;SPC NE       -    32,900.      632,640.      MT  (+/- 180 meters Scaled)
 LH0247
 LH0247                          SUPERSEDED SURVEY CONTROL
 LH0247
 LH0247  NGVD 29 (??/??/92)  521.006  (m)         1709.33   (f) ADJ UNCH    1 2
 LH0247
 LH0247.Superseded values are not recommended for survey control.
 LH0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0247.See file dsdata.txt to determine how the superseded data were derived.
 LH0247
 LH0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK473411(NAD 83)
 LH0247_MARKER: DB = BENCH MARK DISK
 LH0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0247_STAMPING: N 252 1947
 LH0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0247+STABILITY: SURFACE MOTION
 LH0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0247+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 LH0247
 LH0247  HISTORY     - Date     Condition        Report By
 LH0247  HISTORY     - 1947     MONUMENTED       CGS
 LH0247  HISTORY     - 20010626 GOOD             INDIV
 LH0247
 LH0247                          STATION DESCRIPTION
 LH0247
 LH0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0247'3.6 MI S FROM COWLES.
 LH0247'3.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0247'RAILROAD FROM THE STATION AT COWLES, SET IN THE NORTHEAST
 LH0247'QUARTER OF A ROAD CROSSING, 38.0 FEET EAST OF THE EAST RAIL
 LH0247'OF THE TRACK, 35.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LH0247'2.5 FEET NORTHWEST OF A FENCE CORNER POST, 2.0 FEET SOUTH
 LH0247'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0247'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0247
 LH0247                          STATION RECOVERY (2001)
 LH0247
 LH0247'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLB)
 LH0247'FOUND BRASS CAP IN CONC MONUMENT BY REFERENCES GIVEN IN 1947. FOUND
 LH0247'CAP 1.0 FT BELOW GRADE AND SET U POST APROX 1.0 FT TO THE NORTH.
 LH0247'CONCRETE FENCE CORNER IS 1.8 FT TO EAST FACE AND 26.5 FT SOUTHWEST TO
 LH0247'RAILROAD CROSSING SIGN.  EXCAVATED AROUND POINT TO KEEP FROM
 LH0247'CONTINUALLY BEING COVERED BY SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0672 ***********************************************************************
 MJ0672  DESIGNATION -  N 254
 MJ0672  PID         -  MJ0672
 MJ0672  STATE/COUNTY-  NE/DOUGLAS
 MJ0672  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0672
 MJ0672                         *CURRENT SURVEY CONTROL
 MJ0672  ___________________________________________________________________
 MJ0672* NAD 83(1986)-  41 14 48.     (N)    095 58 32.     (W)     SCALED    
 MJ0672* NAVD 88     -       372.447  (meters)    1221.94   (feet)  ADJUSTED  
 MJ0672  ___________________________________________________________________
 MJ0672  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 MJ0672  DYNAMIC HT  -         372.288 (meters)    1221.41  (feet)  COMP
 MJ0672  MODELED GRAV-     980,185.5   (mgal)                       NAVD 88
 MJ0672
 MJ0672  VERT ORDER  -  FIRST     CLASS II
 MJ0672
 MJ0672.The horizontal coordinates were scaled from a topographic map and have
 MJ0672.an estimated accuracy of +/- 6 seconds.
 MJ0672
 MJ0672.The orthometric height was determined by differential leveling
 MJ0672.and adjusted by the National Geodetic Survey in June 1991..
 MJ0672
 MJ0672.The geoid height was determined by GEOID03.
 MJ0672
 MJ0672.The dynamic height is computed by dividing the NAVD 88
 MJ0672.geopotential number by the normal gravity value computed on the
 MJ0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0672.degrees latitude (g = 980.6199 gals.).
 MJ0672
 MJ0672.The modeled gravity was interpolated from observed gravity values.
 MJ0672
 MJ0672;                    North         East    Units  Estimated Accuracy
 MJ0672;SPC NE       -   164,760.      837,100.      MT  (+/- 180 meters Scaled)
 MJ0672
 MJ0672                          SUPERSEDED SURVEY CONTROL
 MJ0672
 MJ0672  NGVD 29 (??/??/92)  372.322  (m)         1221.53   (f) ADJ UNCH    1 2
 MJ0672
 MJ0672.Superseded values are not recommended for survey control.
 MJ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0672.See file dsdata.txt to determine how the superseded data were derived.
 MJ0672
 MJ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF506704(NAD 83)
 MJ0672_MARKER: DB = BENCH MARK DISK
 MJ0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0672_STAMPING: N 254 1947
 MJ0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0672+STABILITY: SURFACE MOTION
 MJ0672
 MJ0672  HISTORY     - Date     Condition        Report By
 MJ0672  HISTORY     - 1947     MONUMENTED       CGS
 MJ0672  HISTORY     - 1976     GOOD             NGS
 MJ0672
 MJ0672                          STATION DESCRIPTION
 MJ0672
 MJ0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0672'AT OMAHA.
 MJ0672'AT OMAHA, ON THE GROUNDS OF THE DOUGLAS COUNTY HOSPITAL, 25.2 FEET
 MJ0672'EAST OF THE EAST CURB OF 42ND STREET, 20.0 FEET SOUTH OF THE
 MJ0672'EXTENSION TO THE EAST OF THE EXTENDED LINE OF THE SOUTH EDGE
 MJ0672'OF THE SIDEWALK ALONG THE SOUTH SIDE OF POPPLETON AVENUE, IN
 MJ0672'LINE WITH THE ROW OF TREES ALONG THE EAST SIDE OF 42ND STREET,
 MJ0672'10.5 FEET NORTH OF A TWO TRUNK MULBERRY TREE, 8.7 FEET SOUTHEAST
 MJ0672'OF THE SOUTHEAST CORNER OF THE CONCRETE BLOCK AROUND THE OMAHA
 MJ0672'ELECTRIC AND POWER COMPANY IRON MAN HOLE COVER, 10.0 FEET EAST
 MJ0672'OF THE JUNCTION OF LINE ON TOP OF A 1 FOOT SQUARE CONCRETE
 MJ0672'REFERENCE BLOCK WHICH IS SET FLUSH WITH THE GROUND AND WHICH
 MJ0672'HAS USBM 10 AND A LINE POINTING TOWARDS THE BENCH MARK STENCILED
 MJ0672'ON THE TOP, SET IN THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 MJ0672
 MJ0672                          STATION RECOVERY (1976)
 MJ0672
 MJ0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0812 ***********************************************************************
 MJ0812  DESIGNATION -  N 255
 MJ0812  PID         -  MJ0812
 MJ0812  STATE/COUNTY-  NE/DOUGLAS
 MJ0812  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0812
 MJ0812                         *CURRENT SURVEY CONTROL
 MJ0812  ___________________________________________________________________
 MJ0812* NAD 83(1986)-  41 14 28.     (N)    095 58 33.     (W)     SCALED    
 MJ0812* NAVD 88     -       361.267  (meters)    1185.26   (feet)  ADJUSTED  
 MJ0812  ___________________________________________________________________
 MJ0812  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MJ0812  DYNAMIC HT  -         361.113 (meters)    1184.75  (feet)  COMP
 MJ0812  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 MJ0812
 MJ0812  VERT ORDER  -  FIRST     CLASS II
 MJ0812
 MJ0812.The horizontal coordinates were scaled from a topographic map and have
 MJ0812.an estimated accuracy of +/- 6 seconds.
 MJ0812
 MJ0812.The orthometric height was determined by differential leveling
 MJ0812.and adjusted by the National Geodetic Survey in June 1991..
 MJ0812
 MJ0812.The geoid height was determined by GEOID03.
 MJ0812
 MJ0812.The dynamic height is computed by dividing the NAVD 88
 MJ0812.geopotential number by the normal gravity value computed on the
 MJ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0812.degrees latitude (g = 980.6199 gals.).
 MJ0812
 MJ0812.The modeled gravity was interpolated from observed gravity values.
 MJ0812
 MJ0812;                    North         East    Units  Estimated Accuracy
 MJ0812;SPC NE       -   164,150.      837,100.      MT  (+/- 180 meters Scaled)
 MJ0812
 MJ0812                          SUPERSEDED SURVEY CONTROL
 MJ0812
 MJ0812  NGVD 29 (??/??/92)  361.142  (m)         1184.85   (f) ADJ UNCH    1 2
 MJ0812
 MJ0812.Superseded values are not recommended for survey control.
 MJ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0812.See file dsdata.txt to determine how the superseded data were derived.
 MJ0812
 MJ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF506697(NAD 83)
 MJ0812_MARKER: DB = BENCH MARK DISK
 MJ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0812_STAMPING: N 255 1947
 MJ0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0812+STABILITY: SURFACE MOTION
 MJ0812
 MJ0812  HISTORY     - Date     Condition        Report By
 MJ0812  HISTORY     - 1947     MONUMENTED       CGS
 MJ0812
 MJ0812                          STATION DESCRIPTION
 MJ0812
 MJ0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0812'AT OMAHA.
 MJ0812'AT OMAHA, NEAR THE JUNCTION OF 42ND AND CENTER STREETS, 107.2
 MJ0812'FEET SOUTH OF THE EXTENDED LINE OF THE SOUTH CURB OF CENTER
 MJ0812'STREET, 50.8 FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF
 MJ0812'A BRICK SKELLY SERVICE STATION, 25.7 FEET NORTHEAST OF THE
 MJ0812'NORTHEAST CORNER OF BRICK HOUSE NUMBER 1912 42ND STREET, 9.4
 MJ0812'FEET SOUTHEAST OF A 5-INCH CATALPA TREE, 7.6 FEET WEST OF THE
 MJ0812'WEST EDGE OF THE SIDEWALK ALONG THE WEST SIDE OF 42ND STREET,
 MJ0812'15.0 FEET WEST OF THE JUNCTION OF LINES ON TOP OF A 1 FOOT
 MJ0812'SQUARE CONCRETE REFERENCE BLOCK WHICH IS FLUSH WITH THE GROUND
 MJ0812'AND WHICH HAS USBM 15 AND A LINE POINTING TOWARDS THE BENCH
 MJ0812'MARK STENCILED ON THE TOP, SET IN THE TOP OF A CONCRETE POST
 MJ0812'0.1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0108 ***********************************************************************
 LG0108  DESIGNATION -  N 257
 LG0108  PID         -  LG0108
 LG0108  STATE/COUNTY-  NE/OTOE
 LG0108  USGS QUAD   -  DUNBAR (1966)
 LG0108
 LG0108                         *CURRENT SURVEY CONTROL
 LG0108  ___________________________________________________________________
 LG0108* NAD 83(1986)-  40 41 23.     (N)    096 01 49.     (W)     SCALED    
 LG0108* NAVD 88     -       345.034  (meters)    1132.00   (feet)  ADJUSTED  
 LG0108  ___________________________________________________________________
 LG0108  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 LG0108  DYNAMIC HT  -         344.857 (meters)    1131.42  (feet)  COMP
 LG0108  MODELED GRAV-     980,101.4   (mgal)                       NAVD 88
 LG0108
 LG0108  VERT ORDER  -  SECOND    CLASS 0
 LG0108
 LG0108.The horizontal coordinates were scaled from a topographic map and have
 LG0108.an estimated accuracy of +/- 6 seconds.
 LG0108
 LG0108.The orthometric height was determined by differential leveling
 LG0108.and adjusted by the National Geodetic Survey in June 1991..
 LG0108
 LG0108.The geoid height was determined by GEOID03.
 LG0108
 LG0108.The dynamic height is computed by dividing the NAVD 88
 LG0108.geopotential number by the normal gravity value computed on the
 LG0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0108.degrees latitude (g = 980.6199 gals.).
 LG0108
 LG0108.The modeled gravity was interpolated from observed gravity values.
 LG0108
 LG0108;                    North         East    Units  Estimated Accuracy
 LG0108;SPC NE       -   102,780.      835,360.      MT  (+/- 180 meters Scaled)
 LG0108
 LG0108                          SUPERSEDED SURVEY CONTROL
 LG0108
 LG0108  NGVD 29 (??/??/92)  344.918  (m)         1131.62   (f) ADJ UNCH    2 0
 LG0108
 LG0108.Superseded values are not recommended for survey control.
 LG0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0108.See file dsdata.txt to determine how the superseded data were derived.
 LG0108
 LG0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL509085(NAD 83)
 LG0108_MARKER: DB = BENCH MARK DISK
 LG0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0108_STAMPING: N 257 1947
 LG0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0108+STABILITY: SURFACE MOTION
 LG0108
 LG0108  HISTORY     - Date     Condition        Report By
 LG0108  HISTORY     - 1947     MONUMENTED       CGS
 LG0108
 LG0108                          STATION DESCRIPTION
 LG0108
 LG0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0108'1.6 MI N FROM DUNBAR.
 LG0108'1.6 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LG0108'DUNBAR, 211.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LG0108'FARMHOUSE, 115.0 FEET NORTH OF THE EAST END OF A CORRUGATED
 LG0108'IRON CULVERT, 34.0 FEET SOUTH OF THE SOUTH END OF A GATE, 29.8
 LG0108'FEET EAST OF AND 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 LG0108'ROAD, 2.0 FEET NORTH OF A REFERENCE POST, 1.5 FEET WEST OF A
 LG0108'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 LG0108'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0961 ***********************************************************************
 LF0961  DESIGNATION -  N 258
 LF0961  PID         -  LF0961
 LF0961  STATE/COUNTY-  NE/OTOE
 LF0961  USGS QUAD   -  JULIAN (1984)
 LF0961
 LF0961                         *CURRENT SURVEY CONTROL
 LF0961  ___________________________________________________________________
 LF0961* NAD 83(1986)-  40 36 51.     (N)    095 46 59.     (W)     SCALED    
 LF0961* NAVD 88     -       277.909  (meters)     911.77   (feet)  ADJUSTED  
 LF0961  ___________________________________________________________________
 LF0961  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LF0961  DYNAMIC HT  -         277.763 (meters)     911.29  (feet)  COMP
 LF0961  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 LF0961
 LF0961  VERT ORDER  -  SECOND    CLASS 0
 LF0961
 LF0961.The horizontal coordinates were scaled from a topographic map and have
 LF0961.an estimated accuracy of +/- 6 seconds.
 LF0961
 LF0961.The orthometric height was determined by differential leveling
 LF0961.and adjusted by the National Geodetic Survey in June 1991..
 LF0961
 LF0961.The geoid height was determined by GEOID03.
 LF0961
 LF0961.The dynamic height is computed by dividing the NAVD 88
 LF0961.geopotential number by the normal gravity value computed on the
 LF0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0961.degrees latitude (g = 980.6199 gals.).
 LF0961
 LF0961.The modeled gravity was interpolated from observed gravity values.
 LF0961
 LF0961;                    North         East    Units  Estimated Accuracy
 LF0961;SPC NE       -    95,390.      856,630.      MT  (+/- 180 meters Scaled)
 LF0961
 LF0961                          SUPERSEDED SURVEY CONTROL
 LF0961
 LF0961  NGVD 29 (??/??/92)  277.806  (m)          911.44   (f) ADJ UNCH    2 0
 LF0961
 LF0961.Superseded values are not recommended for survey control.
 LF0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0961.See file dsdata.txt to determine how the superseded data were derived.
 LF0961
 LF0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE645996(NAD 83)
 LF0961_MARKER: DB = BENCH MARK DISK
 LF0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0961_SP_SET: CONCRETE POST
 LF0961_STAMPING: N 258 1947
 LF0961_MARK LOGO: CGS   
 LF0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0961+STABILITY: SURFACE MOTION
 LF0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF0961+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1987
 LF0961
 LF0961  HISTORY     - Date     Condition        Report By
 LF0961  HISTORY     - 1947     MONUMENTED       CGS
 LF0961  HISTORY     - 19870504 GOOD             NGS
 LF0961
 LF0961                          STATION DESCRIPTION
 LF0961
 LF0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0961'8 MI SE FROM NEBRASKA CITY.
 LF0961'0.2 MILE EAST ALONG 1ST CORSO STREET FROM THE COURTHOUSE AT
 LF0961'NEBRASKA CITY, THENCE 2 BLOCKS SOUTH ALONG 7TH STREET,
 LF0961'STREET, THENCE 0.4 MILE EAST ALONG NEBRASKA STATE HIGHWAY 2, THENCE
 LF0961'0.3 MILE SOUTHEAST ALONG AN ASPHALT STREET, THENCE 0.1 MILE
 LF0961'SOUTHWEST ALONG AN ASPHALT STREET, THENCE 0.1 MILE SOUTHEAST ALONG
 LF0961'A GRAVELED STREET, THENCE 2.2 MILES SOUTH ALONG A GRAVELED ROAD,
 LF0961'THENCE 1.5 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.3 MILES
 LF0961'SOUTHEAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A
 LF0961'GRAVELED ROAD, THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD, 110.4
 LF0961'FEET NORTH OF THE WEST END OF A CORRUGATED IRON CULVERT, 63.9
 LF0961'FEET SOUTH OF A 16-INCH COTTONWOOD TREE, 46.0 FEET WEST OF AND
 LF0961'2.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 23.8 FEET NORTH
 LF0961'OF A 30-INCH COTTONWOOD TREE, 5.1 FEET WEST OF A FENCE, 2.0 FEET
 LF0961'NORTH OF A 4 X 4 MARKER POST, AT THE EAST EDGE OF A GROVE OF
 LF0961'COTTONWOOD TREES, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LF0961'0.1 FOOT ABOVE THE GROUND.
 LF0961
 LF0961                          STATION RECOVERY (1987)
 LF0961
 LF0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LF0961'RECOVERED IN GOOD CONDITION, 1.61 KM (1.00 MI) SOUTH ALONG
 LF0961'U.S. HIGHWAY 75, FROM THE SOUTH JUNCTION WITH STATE HIGHWAY 2, WHICH
 LF0961'IS ABOUT 1.6 KM (1.00 MI) SOUTH OF NEBRASKA CITY, TO THE ENTRANCE
 LF0961'ROAD TO THE NEBRASKA CITY POWER PLANT OF THE OMAHA PUBLIC POWER
 LF0961'DISTRICT ON THE LEFT, THEN 8.28 KM (5.15 MI) EAST, SOUTH AND EAST
 LF0961'ALONG THE PAVED ENTRANCE ROAD TO A GRADED ROAD ON THE RIGHT, THEN
 LF0961'0.64 KM (0.40 MI) SOUTH ALONG THE GRADED ROAD TO THE MARK ON THE
 LF0961'RIGHT, JUST NORTH FROM A SLOUGH, 33.65 M (110.4 FT) NORTH-NORTHWEST
 LF0961'FROM THE WEST END OF AN OLD CORRUGATED METAL CULVERT, 14.0 M
 LF0961'(45.9 FT) WEST FROM THE CENTERLINE OF THE ROAD, 1.52 M (5.0 FT) WEST
 LF0961'FROM AN OLD NORTH/SOUTH FENCELINE, 0.61 M (2.0 FT) SOUTH FROM A
 LF0961'WITNESS POST, 0.3 M (1.0 FT) NORTH FROM ANOTHER WITNESS POST, 0.6 M
 LF0961'(2.0 FT) BELOW THE ROAD AND SET INTO THE TOP OF A CONCRETE POST THAT
 LF0961'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0195 ***********************************************************************
 LJ0195  DESIGNATION -  N 26
 LJ0195  PID         -  LJ0195
 LJ0195  STATE/COUNTY-  NE/HITCHCOCK
 LJ0195  USGS QUAD   -  STRATTON (1962)
 LJ0195
 LJ0195                         *CURRENT SURVEY CONTROL
 LJ0195  ___________________________________________________________________
 LJ0195* NAD 83(1986)-  40 08 48.     (N)    101 13 39.     (W)     SCALED    
 LJ0195* NAVD 88     -       853.068  (meters)    2798.77   (feet)  ADJUSTED  
 LJ0195  ___________________________________________________________________
 LJ0195  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 LJ0195  DYNAMIC HT  -         852.471 (meters)    2796.82  (feet)  COMP
 LJ0195  MODELED GRAV-     979,897.2   (mgal)                       NAVD 88
 LJ0195
 LJ0195  VERT ORDER  -  FIRST     CLASS II
 LJ0195
 LJ0195.The horizontal coordinates were scaled from a topographic map and have
 LJ0195.an estimated accuracy of +/- 6 seconds.
 LJ0195
 LJ0195.The orthometric height was determined by differential leveling
 LJ0195.and adjusted by the National Geodetic Survey in June 1991..
 LJ0195
 LJ0195.The geoid height was determined by GEOID03.
 LJ0195
 LJ0195.The dynamic height is computed by dividing the NAVD 88
 LJ0195.geopotential number by the normal gravity value computed on the
 LJ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0195.degrees latitude (g = 980.6199 gals.).
 LJ0195
 LJ0195.The modeled gravity was interpolated from observed gravity values.
 LJ0195
 LJ0195;                    North         East    Units  Estimated Accuracy
 LJ0195;SPC NE       -    35,530.      395,410.      MT  (+/- 180 meters Scaled)
 LJ0195
 LJ0195                          SUPERSEDED SURVEY CONTROL
 LJ0195
 LJ0195  NGVD 29 (??/??/92)  852.724  (m)         2797.65   (f) ADJ UNCH    1 2
 LJ0195
 LJ0195.Superseded values are not recommended for survey control.
 LJ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0195.See file dsdata.txt to determine how the superseded data were derived.
 LJ0195
 LJ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK102464(NAD 83)
 LJ0195_MARKER: DB = BENCH MARK DISK
 LJ0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0195_STAMPING: 2797.645 N 26 1933
 LJ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0195+STABILITY: SURFACE MOTION
 LJ0195
 LJ0195  HISTORY     - Date     Condition        Report By
 LJ0195  HISTORY     - 1933     MONUMENTED       CGS
 LJ0195  HISTORY     - 1941     GOOD             NGS
 LJ0195  HISTORY     - 1977     MARK NOT FOUND   NGS
 LJ0195
 LJ0195                          STATION DESCRIPTION
 LJ0195
 LJ0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0195'AT STRATTON.
 LJ0195'AT STRATTON, HITCHCOCK COUNTY, 116 FEET SOUTHEAST OF THE
 LJ0195'SOUTHEAST CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0195'STATION, 115 FEET WEST OF MILEPOST 321, AND 30 FEET SOUTH OF THE
 LJ0195'SOUTH RAIL OF THE MAIN TRACK, 28 FEET SOUTHEAST OF A SWITCH
 LJ0195'STAND, AND 4 FEET WEST OF A TELEPHONE POLE.  A STANDARD DISK,
 LJ0195'STAMPED N 26 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LJ0195'4 INCHES ABOVE GROUND.  NOW STAMPED 2797.645 N 26 1933.
 LJ0195
 LJ0195                          STATION RECOVERY (1977)
 LJ0195
 LJ0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LJ0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0754 ***********************************************************************
 LF0754  DESIGNATION -  N 260
 LF0754  PID         -  LF0754
 LF0754  STATE/COUNTY-  NE/NEMAHA
 LF0754  USGS QUAD   -  NEMAHA (1966)
 LF0754
 LF0754                         *CURRENT SURVEY CONTROL
 LF0754  ___________________________________________________________________
 LF0754* NAD 83(1986)-  40 20 13.     (N)    095 40 25.     (W)     SCALED    
 LF0754* NAVD 88     -       278.725  (meters)     914.45   (feet)  ADJUSTED  
 LF0754  ___________________________________________________________________
 LF0754  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LF0754  DYNAMIC HT  -         278.578 (meters)     913.97  (feet)  COMP
 LF0754  MODELED GRAV-     980,090.4   (mgal)                       NAVD 88
 LF0754
 LF0754  VERT ORDER  -  SECOND    CLASS 0
 LF0754
 LF0754.The horizontal coordinates were scaled from a topographic map and have
 LF0754.an estimated accuracy of +/- 6 seconds.
 LF0754
 LF0754.The orthometric height was determined by differential leveling
 LF0754.and adjusted by the National Geodetic Survey in June 1991..
 LF0754
 LF0754.The geoid height was determined by GEOID03.
 LF0754
 LF0754.The dynamic height is computed by dividing the NAVD 88
 LF0754.geopotential number by the normal gravity value computed on the
 LF0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0754.degrees latitude (g = 980.6199 gals.).
 LF0754
 LF0754.The modeled gravity was interpolated from observed gravity values.
 LF0754
 LF0754;                    North         East    Units  Estimated Accuracy
 LF0754;SPC NE       -    65,110.      867,420.      MT  (+/- 180 meters Scaled)
 LF0754
 LF0754                          SUPERSEDED SURVEY CONTROL
 LF0754
 LF0754  NGVD 29 (??/??/92)  278.651  (m)          914.21   (f) ADJ UNCH    2 0
 LF0754
 LF0754.Superseded values are not recommended for survey control.
 LF0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0754.See file dsdata.txt to determine how the superseded data were derived.
 LF0754
 LF0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE728685(NAD 83)
 LF0754_MARKER: DB = BENCH MARK DISK
 LF0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0754_STAMPING: N 260 1947
 LF0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0754+STABILITY: SURFACE MOTION
 LF0754
 LF0754  HISTORY     - Date     Condition        Report By
 LF0754  HISTORY     - 1947     MONUMENTED       CGS
 LF0754
 LF0754                          STATION DESCRIPTION
 LF0754
 LF0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0754'AT NEMAHA.
 LF0754'AT NEMAHA, AT THE WEST CORNER OF THE METHODIST CHURCH YARD, 0.15
 LF0754'MILE SOUTHWEST OF THE POST OFFICE, 155.0 FEET SOUTHWEST OF THE
 LF0754'CENTER OF A CROSS STREET, 38.0 FEET SOUTHEAST OF THE CENTER OF
 LF0754'FIRST STREET (STATE HIGHWAY NO. 67), 30.3 FEET SOUTHWEST OF THE
 LF0754'CENTER OF THE CONCRETE WALK LEADING TO THE ENTRANCE TO THE CHURCH,
 LF0754'25.8 FEET WEST OF THE WEST CORNER OF THE CHURCH BUILDING, 2.0
 LF0754'FEET NORTHEAST OF A REFERENCE POST, 0.5 FOOT SOUTHEAST OF THE
 LF0754'SOUTHEAST EDGE OF A CONCRETE WALK, SET IN A CONCRETE POST
 LF0754'ABOUT FLUSH WITH THE TOP OF A CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0854 ***********************************************************************
 NM0854  DESIGNATION -  N 261
 NM0854  PID         -  NM0854
 NM0854  STATE/COUNTY-  NE/DIXON
 NM0854  USGS QUAD   -  PONCA (1994)
 NM0854
 NM0854                         *CURRENT SURVEY CONTROL
 NM0854  ___________________________________________________________________
 NM0854* NAD 83(1986)-  42 33 48.     (N)    096 42 19.     (W)     SCALED    
 NM0854* NAVD 88     -       349.339  (meters)    1146.12   (feet)  ADJUSTED  
 NM0854  ___________________________________________________________________
 NM0854  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 NM0854  DYNAMIC HT  -         349.230 (meters)    1145.77  (feet)  COMP
 NM0854  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 NM0854
 NM0854  VERT ORDER  -  SECOND    CLASS 0
 NM0854
 NM0854.The horizontal coordinates were scaled from a topographic map and have
 NM0854.an estimated accuracy of +/- 6 seconds.
 NM0854
 NM0854.The orthometric height was determined by differential leveling
 NM0854.and adjusted by the National Geodetic Survey in June 1991..
 NM0854
 NM0854.The geoid height was determined by GEOID03.
 NM0854
 NM0854.The dynamic height is computed by dividing the NAVD 88
 NM0854.geopotential number by the normal gravity value computed on the
 NM0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0854.degrees latitude (g = 980.6199 gals.).
 NM0854
 NM0854.The modeled gravity was interpolated from observed gravity values.
 NM0854
 NM0854;                    North         East    Units  Estimated Accuracy
 NM0854;SPC NE       -   308,270.      770,440.      MT  (+/- 180 meters Scaled)
 NM0854
 NM0854                          SUPERSEDED SURVEY CONTROL
 NM0854
 NM0854  NGVD 29 (??/??/92)  349.163  (m)         1145.55   (f) ADJ UNCH    2 0
 NM0854
 NM0854.Superseded values are not recommended for survey control.
 NM0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0854.See file dsdata.txt to determine how the superseded data were derived.
 NM0854
 NM0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN883148(NAD 83)
 NM0854_MARKER: DB = BENCH MARK DISK
 NM0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0854_STAMPING: N 261 1948
 NM0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0854+STABILITY: SURFACE MOTION
 NM0854
 NM0854  HISTORY     - Date     Condition        Report By
 NM0854  HISTORY     - 1948     MONUMENTED       CGS
 NM0854
 NM0854                          STATION DESCRIPTION
 NM0854
 NM0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0854'AT PONCA.
 NM0854'AT PONCA, AT THE NORTHEAST CORNER OF THE CITY PARK, 16.1 FEET
 NM0854'SOUTH OF THE SOUTH CURB OF A EAST-WEST DIRT STREET, 12.9 FEET WEST
 NM0854'OF THE WEST CURB OF STATE HIGHWAY NO. 9, 1.5 FEET NORTH OF THE
 NM0854'NORTH EDGE OF A EAST-WEST SIDEWALK, 1.4 FEET WEST OF THE WEST EDGE
 NM0854'OF A NORTH-SOUTH SIDEWALK, SET IN THE TOP OF A CONCRETE POST
 NM0854'AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0216 ***********************************************************************
 NM0216  DESIGNATION -  N 262
 NM0216  PID         -  NM0216
 NM0216  STATE/COUNTY-  NE/DAKOTA
 NM0216  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0216
 NM0216                         *CURRENT SURVEY CONTROL
 NM0216  ___________________________________________________________________
 NM0216* NAD 83(1986)-  42 28 29.     (N)    096 28 12.     (W)     SCALED    
 NM0216* NAVD 88     -       335.555  (meters)    1100.90   (feet)  ADJUSTED  
 NM0216  ___________________________________________________________________
 NM0216  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 NM0216  DYNAMIC HT  -         335.449 (meters)    1100.55  (feet)  COMP
 NM0216  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 NM0216
 NM0216  VERT ORDER  -  SECOND    CLASS 0
 NM0216
 NM0216.The horizontal coordinates were scaled from a topographic map and have
 NM0216.an estimated accuracy of +/- 6 seconds.
 NM0216
 NM0216.The orthometric height was determined by differential leveling
 NM0216.and adjusted by the National Geodetic Survey in June 1991..
 NM0216
 NM0216.The geoid height was determined by GEOID03.
 NM0216
 NM0216.The dynamic height is computed by dividing the NAVD 88
 NM0216.geopotential number by the normal gravity value computed on the
 NM0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0216.degrees latitude (g = 980.6199 gals.).
 NM0216
 NM0216.The modeled gravity was interpolated from observed gravity values.
 NM0216
 NM0216;                    North         East    Units  Estimated Accuracy
 NM0216;SPC NE       -   299,200.      790,140.      MT  (+/- 180 meters Scaled)
 NM0216
 NM0216                          SUPERSEDED SURVEY CONTROL
 NM0216
 NM0216  NGVD 29 (??/??/92)  335.390  (m)         1100.36   (f) ADJ UNCH    2 0
 NM0216
 NM0216.Superseded values are not recommended for survey control.
 NM0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0216.See file dsdata.txt to determine how the superseded data were derived.
 NM0216
 NM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN079055(NAD 83)
 NM0216_MARKER: DB = BENCH MARK DISK
 NM0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0216_STAMPING: N 262 1948
 NM0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0216+STABILITY: SURFACE MOTION
 NM0216
 NM0216  HISTORY     - Date     Condition        Report By
 NM0216  HISTORY     - 1948     MONUMENTED       CGS
 NM0216
 NM0216                          STATION DESCRIPTION
 NM0216
 NM0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0216'3.8 MI W FROM SOUTH SIOUX CITY.
 NM0216'0.7 MILE NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0216'AT SOUTH SIOUX CITY, THENCE 0.5 MILE WEST ALONG A PAVED STREET,
 NM0216'THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.2 MILE WEST
 NM0216'ALONG A GRAVEL ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL
 NM0216'ROAD, THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.6 MILE
 NM0216'WEST ALONG A DIRT ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 NM0216'LEADING EAST AND SOUTH, 49.1 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 NM0216'CORNER OF A FARMHOUSE, 59.0 FEET NORTHWEST OF THE CENTER LINE OF
 NM0216'THE ROAD, 17.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD,
 NM0216'17.0 FEET SOUTH OF A SOUTHWEST GATE POST, 1.0 FOOT EAST OF A FENCE,
 NM0216'1.7 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM0216'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0618 ***********************************************************************
 LF0618  DESIGNATION -  N 266
 LF0618  PID         -  LF0618
 LF0618  STATE/COUNTY-  NE/RICHARDSON
 LF0618  USGS QUAD   -  BARADA (1966)
 LF0618
 LF0618                         *CURRENT SURVEY CONTROL
 LF0618  ___________________________________________________________________
 LF0618* NAD 83(1986)-  40 14 22.     (N)    095 31 29.     (W)     SCALED    
 LF0618* NAVD 88     -       365.709  (meters)    1199.83   (feet)  ADJUSTED  
 LF0618  ___________________________________________________________________
 LF0618  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LF0618  DYNAMIC HT  -         365.507 (meters)    1199.17  (feet)  COMP
 LF0618  MODELED GRAV-     980,061.8   (mgal)                       NAVD 88
 LF0618
 LF0618  VERT ORDER  -  SECOND    CLASS 0
 LF0618
 LF0618.The horizontal coordinates were scaled from a topographic map and have
 LF0618.an estimated accuracy of +/- 6 seconds.
 LF0618
 LF0618.The orthometric height was determined by differential leveling
 LF0618.and adjusted by the National Geodetic Survey in June 1991..
 LF0618
 LF0618.The geoid height was determined by GEOID03.
 LF0618
 LF0618.The dynamic height is computed by dividing the NAVD 88
 LF0618.geopotential number by the normal gravity value computed on the
 LF0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0618.degrees latitude (g = 980.6199 gals.).
 LF0618
 LF0618.The modeled gravity was interpolated from observed gravity values.
 LF0618
 LF0618;                    North         East    Units  Estimated Accuracy
 LF0618;SPC NE       -    54,950.      880,620.      MT  (+/- 180 meters Scaled)
 LF0618
 LF0618                          SUPERSEDED SURVEY CONTROL
 LF0618
 LF0618  NGVD 29 (??/??/92)  365.637  (m)         1199.59   (f) ADJ UNCH    2 0
 LF0618
 LF0618.Superseded values are not recommended for survey control.
 LF0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0618.See file dsdata.txt to determine how the superseded data were derived.
 LF0618
 LF0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE852573(NAD 83)
 LF0618_MARKER: DB = BENCH MARK DISK
 LF0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0618_STAMPING: N 266 1947
 LF0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0618+STABILITY: SURFACE MOTION
 LF0618
 LF0618  HISTORY     - Date     Condition        Report By
 LF0618  HISTORY     - 1947     MONUMENTED       CGS
 LF0618
 LF0618                          STATION DESCRIPTION
 LF0618
 LF0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0618'4.6 MI E FROM BARADA.
 LF0618'1.0 MILE NORTH AND 3.6 MILES EAST ALONG DIRT ROADS FROM THE
 LF0618'SCHOOL AT BARADA, ABOUT 300 FEET SOUTHEAST OF A SHARP CURVE IN
 LF0618'THE ROAD AND AT THE JUNCTION OF A ROAD LEADING EAST DOWN A STEEP
 LF0618'HILL AND TO THE LESTER DUNN FARM HOUSE AND THE MISSOURI RIVER
 LF0618'FLAT LAND FARMS, 27.0 FEET SOUTH OF THE CENTER OF THE ROAD
 LF0618'LEADING EAST, 24.0 FEET NORTHEAST OF THE CENTER OF THE
 LF0618'NORTHWEST-SOUTHEAST ROAD, 1.5 FOOT SOUTH OF A REFERENCE POST,
 LF0618'SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING
 LF0618'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0644 ***********************************************************************
 LF0644  DESIGNATION -  N 267
 LF0644  PID         -  LF0644
 LF0644  STATE/COUNTY-  NE/RICHARDSON
 LF0644  USGS QUAD   -  VERDON (1966)
 LF0644
 LF0644                         *CURRENT SURVEY CONTROL
 LF0644  ___________________________________________________________________
 LF0644* NAD 83(1986)-  40 08 44.     (N)    095 40 50.     (W)     SCALED    
 LF0644* NAVD 88     -       293.599  (meters)     963.25   (feet)  ADJUSTED  
 LF0644  ___________________________________________________________________
 LF0644  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LF0644  DYNAMIC HT  -         293.437 (meters)     962.72  (feet)  COMP
 LF0644  MODELED GRAV-     980,065.1   (mgal)                       NAVD 88
 LF0644
 LF0644  VERT ORDER  -  SECOND    CLASS 0
 LF0644
 LF0644.The horizontal coordinates were scaled from a topographic map and have
 LF0644.an estimated accuracy of +/- 6 seconds.
 LF0644
 LF0644.The orthometric height was determined by differential leveling
 LF0644.and adjusted by the National Geodetic Survey in June 1991..
 LF0644
 LF0644.The geoid height was determined by GEOID03.
 LF0644
 LF0644.The dynamic height is computed by dividing the NAVD 88
 LF0644.geopotential number by the normal gravity value computed on the
 LF0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0644.degrees latitude (g = 980.6199 gals.).
 LF0644
 LF0644.The modeled gravity was interpolated from observed gravity values.
 LF0644
 LF0644;                    North         East    Units  Estimated Accuracy
 LF0644;SPC NE       -    43,860.      867,890.      MT  (+/- 180 meters Scaled)
 LF0644
 LF0644                          SUPERSEDED SURVEY CONTROL
 LF0644
 LF0644  NGVD 29 (??/??/92)  293.533  (m)          963.03   (f) ADJ UNCH    2 0
 LF0644
 LF0644.Superseded values are not recommended for survey control.
 LF0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0644.See file dsdata.txt to determine how the superseded data were derived.
 LF0644
 LF0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE716473(NAD 83)
 LF0644_MARKER: DB = BENCH MARK DISK
 LF0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0644_SP_SET: CULVERT
 LF0644_STAMPING: N 267 1947
 LF0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0644
 LF0644  HISTORY     - Date     Condition        Report By
 LF0644  HISTORY     - 1947     MONUMENTED       CGS
 LF0644  HISTORY     - 1974     GOOD             NGS
 LF0644  HISTORY     - 1975     GOOD             NGS
 LF0644
 LF0644                          STATION DESCRIPTION
 LF0644
 LF0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0644'1.6 MI E FROM VERDON.
 LF0644'1.65 MILES EAST ALONG U.S. HIGHWAY NO. 73 FROM THE MISSOURI
 LF0644'PACIFIC RAILROAD STATION AT VERDON, AT THE CROSSING OF A CREEK,
 LF0644'19.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, SET IN TOP OF THE
 LF0644'WEST END OF THE NORTH HEAD WALL OF A 10 X 20 FOOT DOUBLE PASSAGE
 LF0644'CONCRETE CULVERT UNDER THE HIGHWAY AND ABOUT 1 FOOT BELOW THE
 LF0644'HIGHWAY.
 LF0644
 LF0644                          STATION RECOVERY (1974)
 LF0644
 LF0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0644'RECOVERED IN GOOD CONDITION.
 LF0644
 LF0644                          STATION RECOVERY (1975)
 LF0644
 LF0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0645 ***********************************************************************
 LF0645  DESIGNATION -  N 267 RESET
 LF0645  PID         -  LF0645
 LF0645  STATE/COUNTY-  NE/RICHARDSON
 LF0645  USGS QUAD   -  VERDON (1966)
 LF0645
 LF0645                         *CURRENT SURVEY CONTROL
 LF0645  ___________________________________________________________________
 LF0645* NAD 83(1986)-  40 08 44.     (N)    095 40 50.     (W)     SCALED    
 LF0645* NAVD 88     -       292.32   (+/-2cm)     959.1    (feet)  VERTCON   
 LF0645  ___________________________________________________________________
 LF0645  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LF0645
 LF0645  VERT ORDER  -  THIRD (See Below)
 LF0645
 LF0645.The horizontal coordinates were scaled from a topographic map and have
 LF0645.an estimated accuracy of +/- 6 seconds.
 LF0645
 LF0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0645.The vertical order pertains to the NGVD 29 superseded value.
 LF0645
 LF0645.The geoid height was determined by GEOID03.
 LF0645
 LF0645;                    North         East    Units  Estimated Accuracy
 LF0645;SPC NE       -    43,860.      867,890.      MT  (+/- 180 meters Scaled)
 LF0645
 LF0645                          SUPERSEDED SURVEY CONTROL
 LF0645
 LF0645  NGVD 29 (08/02/06)  292.25   (m)          958.8    (f) RESET       3  
 LF0645
 LF0645.Superseded values are not recommended for survey control.
 LF0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0645.See file dsdata.txt to determine how the superseded data were derived.
 LF0645
 LF0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE716473(NAD 83)
 LF0645_MARKER: DB = BENCH MARK DISK
 LF0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0645_STAMPING: N 267 RESET 1975
 LF0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0645+STABILITY: SURFACE MOTION
 LF0645
 LF0645  HISTORY     - Date     Condition        Report By
 LF0645  HISTORY     - 1975     MONUMENTED       NGS
 LF0645
 LF0645                          STATION DESCRIPTION
 LF0645
 LF0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LF0645'1.6 MI E FROM VERDON.
 LF0645'1.65 MILES EAST ON U.S. HIGHWAY 73 FROM THE HIGHWAY OVERPASS
 LF0645'IN VERDON, ON THE SOUTH SIDE OF THE HIGHWAY AND ON THE WEST
 LF0645'SIDE OF A CREEK, 131.5 FEET SOUTH OF THE CENTER OF HIGHWAY 73,
 LF0645'14 FEET SOUTH-SOUTHWEST OF A POWER POLE AND 6 INCHES NORTH OF
 LF0645'A METAL WITNESS POST.  A 4-INCH CAST ALUMINUM BENCH MARK STAMPED
 LF0645'N 267 RESET 1975 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0228 ***********************************************************************
 LH0228  DESIGNATION -  N 268
 LH0228  PID         -  LH0228
 LH0228  STATE/COUNTY-  NE/WEBSTER
 LH0228  USGS QUAD   -  GUIDE ROCK (1974)
 LH0228
 LH0228                         *CURRENT SURVEY CONTROL
 LH0228  ___________________________________________________________________
 LH0228* NAD 83(1986)-  40 04 12.     (N)    098 19 48.     (W)     SCALED    
 LH0228* NAVD 88     -       503.162  (meters)    1650.79   (feet)  ADJUSTED  
 LH0228  ___________________________________________________________________
 LH0228  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 LH0228  DYNAMIC HT  -         502.864 (meters)    1649.81  (feet)  COMP
 LH0228  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 LH0228
 LH0228  VERT ORDER  -  FIRST     CLASS II
 LH0228
 LH0228.The horizontal coordinates were scaled from a topographic map and have
 LH0228.an estimated accuracy of +/- 6 seconds.
 LH0228
 LH0228.The orthometric height was determined by differential leveling
 LH0228.and adjusted by the National Geodetic Survey in June 1991..
 LH0228
 LH0228.The geoid height was determined by GEOID03.
 LH0228
 LH0228.The dynamic height is computed by dividing the NAVD 88
 LH0228.geopotential number by the normal gravity value computed on the
 LH0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0228.degrees latitude (g = 980.6199 gals.).
 LH0228
 LH0228.The modeled gravity was interpolated from observed gravity values.
 LH0228
 LH0228;                    North         East    Units  Estimated Accuracy
 LH0228;SPC NE       -    27,650.      642,450.      MT  (+/- 180 meters Scaled)
 LH0228
 LH0228                          SUPERSEDED SURVEY CONTROL
 LH0228
 LH0228  NGVD 29 (??/??/92)  502.960  (m)         1650.13   (f) ADJ UNCH    1 2
 LH0228
 LH0228.Superseded values are not recommended for survey control.
 LH0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0228.See file dsdata.txt to determine how the superseded data were derived.
 LH0228
 LH0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK571357(NAD 83)
 LH0228_MARKER: DB = BENCH MARK DISK
 LH0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0228_STAMPING: N 268 1947
 LH0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0228+STABILITY: SURFACE MOTION
 LH0228
 LH0228  HISTORY     - Date     Condition        Report By
 LH0228  HISTORY     - 1947     MONUMENTED       CGS
 LH0228
 LH0228                          STATION DESCRIPTION
 LH0228
 LH0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0228'AT GUIDE ROCK.
 LH0228'AT GUIDE ROCK, AT THE NORTHWEST CORNER OF A RAILROAD PARK, 77.4
 LH0228'FEET SOUTH OF THE SOUTHWEST CORNER OF THE CHICAGO, BURLINGTON
 LH0228'AND QUINCY RAILROAD STATION, 54.8 FEET SOUTH OF THE SOUTH RAIL
 LH0228'OF THE MAIN TRACK, 47.0 FEET EAST OF THE CENTER OF STATE HIGHWAY
 LH0228'NO. 78, BETWEEN THE FIRST AND SECOND TREES FROM THE NORTH END
 LH0228'OF A ROW OF LARGE ELM TREES, 10.0 FEET NORTH OF THE NORTH EDGE
 LH0228'OF THE SECOND TREE (A 2 1/2-FOOT ELM TREE) AND 4.2 FEET SOUTH
 LH0228'OF THE SOUTH EDGE OF THE NORTH TREE (A 2 1/2-FOOT ELM TREE)
 LH0228'OF THE ROW OF TREES, 1.8 FOOT NORTH OF A REFERENCE POST, SET
 LH0228'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE RAILROAD
 LH0228'TRACK AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0066 ***********************************************************************
 LH0066  DESIGNATION -  N 269
 LH0066  PID         -  LH0066
 LH0066  STATE/COUNTY-  NE/HALL
 LH0066  USGS QUAD   -  GRAND ISLAND (1993)
 LH0066
 LH0066                         *CURRENT SURVEY CONTROL
 LH0066  ___________________________________________________________________
 LH0066* NAD 83(1986)-  40 56 42.     (N)    098 17 32.     (W)     SCALED    
 LH0066* NAVD 88     -       556.964  (meters)    1827.31   (feet)  ADJUSTED  
 LH0066  ___________________________________________________________________
 LH0066  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 LH0066  DYNAMIC HT  -         556.672 (meters)    1826.35  (feet)  COMP
 LH0066  MODELED GRAV-     980,081.3   (mgal)                       NAVD 88
 LH0066
 LH0066  VERT ORDER  -  FIRST     CLASS II
 LH0066
 LH0066.The horizontal coordinates were scaled from a topographic map and have
 LH0066.an estimated accuracy of +/- 6 seconds.
 LH0066
 LH0066.The orthometric height was determined by differential leveling
 LH0066.and adjusted by the National Geodetic Survey in June 1991..
 LH0066
 LH0066.The geoid height was determined by GEOID03.
 LH0066
 LH0066.The dynamic height is computed by dividing the NAVD 88
 LH0066.geopotential number by the normal gravity value computed on the
 LH0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0066.degrees latitude (g = 980.6199 gals.).
 LH0066
 LH0066.The modeled gravity was interpolated from observed gravity values.
 LH0066
 LH0066;                    North         East    Units  Estimated Accuracy
 LH0066;SPC NE       -   124,850.      643,750.      MT  (+/- 180 meters Scaled)
 LH0066
 LH0066                          SUPERSEDED SURVEY CONTROL
 LH0066
 LH0066  NGVD 29 (??/??/92)  556.716  (m)         1826.49   (f) ADJ UNCH    1 2
 LH0066
 LH0066.Superseded values are not recommended for survey control.
 LH0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0066.See file dsdata.txt to determine how the superseded data were derived.
 LH0066
 LH0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL595328(NAD 83)
 LH0066_MARKER: DB = BENCH MARK DISK
 LH0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0066_STAMPING: N 269 1947
 LH0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0066+STABILITY: SURFACE MOTION
 LH0066
 LH0066  HISTORY     - Date     Condition        Report By
 LH0066  HISTORY     - 1947     MONUMENTED       CGS
 LH0066
 LH0066                          STATION DESCRIPTION
 LH0066
 LH0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0066'2.8 MI NE FROM GRAND ISLAND.
 LH0066'2.8 MILES NORTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 LH0066'STATION AT GRAND ISLAND, AT A ROAD CROSSING, 277.0 FEET NORTHEAST
 LH0066'OF THE CENTER OF THE ROAD CROSSING, 41.4 FEET SOUTHEAST OF THE
 LH0066'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 38.3 FEET NORTHEAST OF
 LH0066'A CONCRETE POST AT THE NORTHEAST END OF A WIRE GATE, 21.2 FEET
 LH0066'NORTHEAST OF THE SECOND POLE NORTHEAST OF MILEPOST 144, 2.0
 LH0066'FEET SOUTHWEST OF A REFERENCE POST, 1.0 FOOT NORTHWEST OF A
 LH0066'FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.2 FOOT
 LH0066'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0265 ***********************************************************************
 NO0265  DESIGNATION -  N 27
 NO0265  PID         -  NO0265
 NO0265  STATE/COUNTY-  NE/GRANT
 NO0265  USGS QUAD   -  HYANNIS NORTH (1989)
 NO0265
 NO0265                         *CURRENT SURVEY CONTROL
 NO0265  ___________________________________________________________________
 NO0265* NAD 83(1986)-  42 00 05.     (N)    101 45 45.     (W)     SCALED    
 NO0265* NAVD 88     -      1137.996  (meters)    3733.58   (feet)  ADJUSTED  
 NO0265  ___________________________________________________________________
 NO0265  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 NO0265  DYNAMIC HT  -        1137.361 (meters)    3731.49  (feet)  COMP
 NO0265  MODELED GRAV-     980,024.9   (mgal)                       NAVD 88
 NO0265
 NO0265  VERT ORDER  -  SECOND    CLASS 0
 NO0265
 NO0265.The horizontal coordinates were scaled from a topographic map and have
 NO0265.an estimated accuracy of +/- 6 seconds.
 NO0265
 NO0265.The orthometric height was determined by differential leveling
 NO0265.and adjusted by the National Geodetic Survey in June 1991..
 NO0265
 NO0265.The geoid height was determined by GEOID03.
 NO0265
 NO0265.The dynamic height is computed by dividing the NAVD 88
 NO0265.geopotential number by the normal gravity value computed on the
 NO0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0265.degrees latitude (g = 980.6199 gals.).
 NO0265
 NO0265.The modeled gravity was interpolated from observed gravity values.
 NO0265
 NO0265;                    North         East    Units  Estimated Accuracy
 NO0265;SPC NE       -   242,200.      354,030.      MT  (+/- 180 meters Scaled)
 NO0265
 NO0265                          SUPERSEDED SURVEY CONTROL
 NO0265
 NO0265  NGVD 29 (??/??/92) 1137.523  (m)         3732.02   (f) ADJ UNCH    2 0
 NO0265
 NO0265.Superseded values are not recommended for survey control.
 NO0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0265.See file dsdata.txt to determine how the superseded data were derived.
 NO0265
 NO0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM712536(NAD 83)
 NO0265_MARKER: DB = BENCH MARK DISK
 NO0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0265_STAMPING: N-27 1934
 NO0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0265+STABILITY: SURFACE MOTION
 NO0265
 NO0265  HISTORY     - Date     Condition        Report By
 NO0265  HISTORY     - 1934     MONUMENTED       CGS
 NO0265  HISTORY     - 1934     GOOD             NGS
 NO0265  HISTORY     - 1948     GOOD             USGS
 NO0265  HISTORY     - 1985     MARK NOT FOUND   NEDR
 NO0265
 NO0265                          STATION DESCRIPTION
 NO0265
 NO0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0265'AT HYANNIS.
 NO0265'AT HYANNIS, GRANT COUNTY, 41 FEET EAST OF THE NORTHEAST CORNER
 NO0265'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, AT THE
 NO0265'NORTHEAST CORNER OF THE SMALL PARK, AND 20 FEET SOUTH OF THE
 NO0265'CENTERLINE OF THE MAIN TACK.  A STANDARD DISK, STAMPED N 27
 NO0265'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0265
 NO0265                          STATION RECOVERY (1948)
 NO0265
 NO0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 NO0265'RECOVERED IN GOOD CONDITION.
 NO0265
 NO0265                          STATION RECOVERY (1985)
 NO0265
 NO0265'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 NO0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1489 ***********************************************************************
 NM1489  DESIGNATION -  N 270
 NM1489  PID         -  NM1489
 NM1489  STATE/COUNTY-  NE/KNOX
 NM1489  USGS QUAD   -  TABOR SE (1968)
 NM1489
 NM1489                         *CURRENT SURVEY CONTROL
 NM1489  ___________________________________________________________________
 NM1489* NAD 83(1986)-  42 50 00.     (N)    097 31 33.     (W)     SCALED    
 NM1489* NAVD 88     -       422.424  (meters)    1385.90   (feet)  ADJUSTED  
 NM1489  ___________________________________________________________________
 NM1489  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 NM1489  DYNAMIC HT  -         422.297 (meters)    1385.49  (feet)  COMP
 NM1489  MODELED GRAV-     980,306.7   (mgal)                       NAVD 88
 NM1489
 NM1489  VERT ORDER  -  FIRST     CLASS II
 NM1489
 NM1489.The horizontal coordinates were scaled from a topographic map and have
 NM1489.an estimated accuracy of +/- 6 seconds.
 NM1489
 NM1489.The orthometric height was determined by differential leveling
 NM1489.and adjusted by the National Geodetic Survey in June 1991..
 NM1489
 NM1489.The geoid height was determined by GEOID03.
 NM1489
 NM1489.The dynamic height is computed by dividing the NAVD 88
 NM1489.geopotential number by the normal gravity value computed on the
 NM1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1489.degrees latitude (g = 980.6199 gals.).
 NM1489
 NM1489.The modeled gravity was interpolated from observed gravity values.
 NM1489
 NM1489;                    North         East    Units  Estimated Accuracy
 NM1489;SPC NE       -   336,000.      702,250.      MT  (+/- 180 meters Scaled)
 NM1489
 NM1489                          SUPERSEDED SURVEY CONTROL
 NM1489
 NM1489  NGVD 29 (??/??/92)  422.216  (m)         1385.22   (f) ADJ UNCH    1 2
 NM1489
 NM1489.Superseded values are not recommended for survey control.
 NM1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1489.See file dsdata.txt to determine how the superseded data were derived.
 NM1489
 NM1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN204433(NAD 83)
 NM1489_MARKER: DB = BENCH MARK DISK
 NM1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1489_STAMPING: N 270 1949
 NM1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1489+STABILITY: SURFACE MOTION
 NM1489
 NM1489  HISTORY     - Date     Condition        Report By
 NM1489  HISTORY     - 1949     MONUMENTED       CGS
 NM1489
 NM1489                          STATION DESCRIPTION
 NM1489
 NM1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1489'8.2 MI SW FROM YANKTON.
 NM1489'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1489'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE 5.7
 NM1489'MILES SOUTHWEST ALONG U.S. HIGHWAY 81, THENCE 1.1 MILES WEST
 NM1489'ALONG A DIRT ROAD, ON TOP OF A RIDGE OVERLOOKING TWO RAVINES,
 NM1489'27 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 45 FEET NORTH
 NM1489'OF AND ACROSS THE ROAD FROM A FENCE CORNER, 2.0 FEET SOUTH OF A
 NM1489'FENCE LINE AND BRACE POST, 1.5 FEET EAST OF A REFERENCE POST, AND
 NM1489'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 NM1489'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1400 ***********************************************************************
 NM1400  DESIGNATION -  N 271
 NM1400  PID         -  NM1400
 NM1400  STATE/COUNTY-  NE/KNOX
 NM1400  USGS QUAD   -  SANTEE (1978)
 NM1400
 NM1400                         *CURRENT SURVEY CONTROL
 NM1400  ___________________________________________________________________
 NM1400* NAD 83(1986)-  42 47 38.     (N)    097 47 04.     (W)     SCALED    
 NM1400* NAVD 88     -       555.965  (meters)    1824.03   (feet)  ADJUSTED  
 NM1400  ___________________________________________________________________
 NM1400  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 NM1400  DYNAMIC HT  -         555.772 (meters)    1823.40  (feet)  COMP
 NM1400  MODELED GRAV-     980,255.3   (mgal)                       NAVD 88
 NM1400
 NM1400  VERT ORDER  -  SECOND    CLASS 0
 NM1400
 NM1400.The horizontal coordinates were scaled from a topographic map and have
 NM1400.an estimated accuracy of +/- 6 seconds.
 NM1400
 NM1400.The orthometric height was determined by differential leveling
 NM1400.and adjusted by the National Geodetic Survey in June 1991..
 NM1400
 NM1400.The geoid height was determined by GEOID03.
 NM1400
 NM1400.The dynamic height is computed by dividing the NAVD 88
 NM1400.geopotential number by the normal gravity value computed on the
 NM1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1400.degrees latitude (g = 980.6199 gals.).
 NM1400
 NM1400.The modeled gravity was interpolated from observed gravity values.
 NM1400
 NM1400;                    North         East    Units  Estimated Accuracy
 NM1400;SPC NE       -   331,050.      681,230.      MT  (+/- 180 meters Scaled)
 NM1400
 NM1400                          SUPERSEDED SURVEY CONTROL
 NM1400
 NM1400  NGVD 29 (??/??/92)  555.731  (m)         1823.26   (f) ADJ UNCH    2 0
 NM1400
 NM1400.Superseded values are not recommended for survey control.
 NM1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1400.See file dsdata.txt to determine how the superseded data were derived.
 NM1400
 NM1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN994386(NAD 83)
 NM1400_MARKER: DB = BENCH MARK DISK
 NM1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1400_STAMPING: N 271 1949
 NM1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1400+STABILITY: SURFACE MOTION
 NM1400
 NM1400  HISTORY     - Date     Condition        Report By
 NM1400  HISTORY     - 1949     MONUMENTED       CGS
 NM1400
 NM1400                          STATION DESCRIPTION
 NM1400
 NM1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1400'5.8 MI E FROM SANTEE.
 NM1400'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY HALL
 NM1400'AT SANTEE, THENCE 3.55 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 NM1400'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, THENCE 0.45 MILE SOUTH
 NM1400'ALONG A DIRT ROAD, AT A CURVE IN THE ROAD, 36.0 FEET EAST OF THE
 NM1400'CENTER LINE OF THE ROAD LEADING NORTH, 16 FEET NORTH OF THE CENTER
 NM1400'LINE OF THE ROAD LEADING EAST, 10 FEET EAST OF A FENCE CORNER POST,
 NM1400'1.5 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM1400'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1044 ***********************************************************************
 NM1044  DESIGNATION -  N 272
 NM1044  PID         -  NM1044
 NM1044  STATE/COUNTY-  NE/CEDAR
 NM1044  USGS QUAD   -  MENOMINEE (1968)
 NM1044
 NM1044                         *CURRENT SURVEY CONTROL
 NM1044  ___________________________________________________________________
 NM1044* NAD 83(1986)-  42 50 15.     (N)    097 17 25.     (W)     SCALED    
 NM1044* NAVD 88     -       365.011  (meters)    1197.54   (feet)  ADJUSTED  
 NM1044  ___________________________________________________________________
 NM1044  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 NM1044  DYNAMIC HT  -         364.906 (meters)    1197.20  (feet)  COMP
 NM1044  MODELED GRAV-     980,321.4   (mgal)                       NAVD 88
 NM1044
 NM1044  VERT ORDER  -  SECOND    CLASS 0
 NM1044
 NM1044.The horizontal coordinates were scaled from a topographic map and have
 NM1044.an estimated accuracy of +/- 6 seconds.
 NM1044
 NM1044.The orthometric height was determined by differential leveling
 NM1044.and adjusted by the National Geodetic Survey in June 1991..
 NM1044
 NM1044.The geoid height was determined by GEOID03.
 NM1044
 NM1044.The dynamic height is computed by dividing the NAVD 88
 NM1044.geopotential number by the normal gravity value computed on the
 NM1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1044.degrees latitude (g = 980.6199 gals.).
 NM1044
 NM1044.The modeled gravity was interpolated from observed gravity values.
 NM1044
 NM1044;                    North         East    Units  Estimated Accuracy
 NM1044;SPC NE       -   337,040.      721,480.      MT  (+/- 180 meters Scaled)
 NM1044
 NM1044                          SUPERSEDED SURVEY CONTROL
 NM1044
 NM1044  NGVD 29 (??/??/92)  364.808  (m)         1196.87   (f) ADJ UNCH    2 0
 NM1044
 NM1044.Superseded values are not recommended for survey control.
 NM1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1044.See file dsdata.txt to determine how the superseded data were derived.
 NM1044
 NM1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN397441(NAD 83)
 NM1044_MARKER: DB = BENCH MARK DISK
 NM1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1044_STAMPING: N 272 1949
 NM1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1044+STABILITY: SURFACE MOTION
 NM1044
 NM1044  HISTORY     - Date     Condition        Report By
 NM1044  HISTORY     - 1949     MONUMENTED       CGS
 NM1044
 NM1044                          STATION DESCRIPTION
 NM1044
 NM1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1044'7.6 MI SE FROM YANKTON.
 NM1044'1.9 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 NM1044'YANKTON, THENCE 5.7 MILES EAST ALONG A GRAVELED ROAD, 280 FEET
 NM1044'NORTH OF THE NORTHWEST END OF A LARGE EARTH DAM, 59 FEET SOUTHWEST
 NM1044'OF THE CENTER LINE OF THE ROAD, 87.0 FEET NORTHWEST OF A POWER
 NM1044'TRANSMSSION LINE POLE, 1.5 FEET NORTH OF A FENCE, 2.0 FEET WEST
 NM1044'OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 NM1044'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0010 ***********************************************************************
 NN0010  DESIGNATION -  N 273
 NN0010  PID         -  NN0010
 NN0010  STATE/COUNTY-  NE/BOYD
 NN0010  USGS QUAD   -  LYNCH (1950)
 NN0010
 NN0010                         *CURRENT SURVEY CONTROL
 NN0010  ___________________________________________________________________
 NN0010* NAD 83(1986)-  42 49 28.     (N)    098 25 27.     (W)     SCALED    
 NN0010* NAVD 88     -       424.354  (meters)    1392.23   (feet)  ADJUSTED  
 NN0010  ___________________________________________________________________
 NN0010  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 NN0010  DYNAMIC HT  -         424.204 (meters)    1391.74  (feet)  COMP
 NN0010  MODELED GRAV-     980,255.0   (mgal)                       NAVD 88
 NN0010
 NN0010  VERT ORDER  -  SECOND    CLASS 0
 NN0010
 NN0010.The horizontal coordinates were scaled from a topographic map and have
 NN0010.an estimated accuracy of +/- 6 seconds.
 NN0010
 NN0010.The orthometric height was determined by differential leveling
 NN0010.and adjusted by the National Geodetic Survey in June 1991..
 NN0010
 NN0010.The geoid height was determined by GEOID03.
 NN0010
 NN0010.The dynamic height is computed by dividing the NAVD 88
 NN0010.geopotential number by the normal gravity value computed on the
 NN0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0010.degrees latitude (g = 980.6199 gals.).
 NN0010
 NN0010.The modeled gravity was interpolated from observed gravity values.
 NN0010
 NN0010;                    North         East    Units  Estimated Accuracy
 NN0010;SPC NE       -   333,290.      628,840.      MT  (+/- 180 meters Scaled)
 NN0010
 NN0010                          SUPERSEDED SURVEY CONTROL
 NN0010
 NN0010  NGVD 29 (??/??/92)  424.082  (m)         1391.34   (f) ADJ UNCH    2 0
 NN0010
 NN0010.Superseded values are not recommended for survey control.
 NN0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0010.See file dsdata.txt to determine how the superseded data were derived.
 NN0010
 NN0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN470414(NAD 83)
 NN0010_MARKER: DB = BENCH MARK DISK
 NN0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0010_STAMPING: N 273 1949
 NN0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0010+STABILITY: SURFACE MOTION
 NN0010
 NN0010  HISTORY     - Date     Condition        Report By
 NN0010  HISTORY     - 1949     MONUMENTED       CGS
 NN0010
 NN0010                          STATION DESCRIPTION
 NN0010
 NN0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0010'2.6 MI SE FROM LYNCH.
 NN0010'2.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NN0010'THE STATION AT LYNCH, THENCE 0.3 MILE SOUTH ALONG THE NORTH-SOUTH
 NN0010'RUNWAY OF THE WOOLF BROS. AIRPORT, 284.0 FEET SOUTH OF THE
 NN0010'SOUTHEAST CORNER OF THE MAIN OFFICE, NEAR THE SOUTH END OF THE
 NN0010'NORTH-SOUTH RUNWAY, 11.0 FEET EAST OF THE SOUTHEAST CORNER OF THE
 NN0010'MOST SOUTHERLY HANGAR, 1.2 FEET NORTH OF THE NORTHEAST CORNER OF
 NN0010'A BARN, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE
 NN0010'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1126 ***********************************************************************
 NM1126  DESIGNATION -  N 274
 NM1126  PID         -  NM1126
 NM1126  STATE/COUNTY-  NE/CEDAR
 NM1126  USGS QUAD   -  COLERIDGE (1968)
 NM1126
 NM1126                         *CURRENT SURVEY CONTROL
 NM1126  ___________________________________________________________________
 NM1126* NAD 83(1986)-  42 36 37.     (N)    097 14 58.     (W)     SCALED    
 NM1126* NAVD 88     -       411.534  (meters)    1350.17   (feet)  ADJUSTED  
 NM1126  ___________________________________________________________________
 NM1126  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM1126  DYNAMIC HT  -         411.393 (meters)    1349.71  (feet)  COMP
 NM1126  MODELED GRAV-     980,265.9   (mgal)                       NAVD 88
 NM1126
 NM1126  VERT ORDER  -  SECOND    CLASS 0
 NM1126
 NM1126.The horizontal coordinates were scaled from a topographic map and have
 NM1126.an estimated accuracy of +/- 6 seconds.
 NM1126
 NM1126.The orthometric height was determined by differential leveling
 NM1126.and adjusted by the National Geodetic Survey in June 1991..
 NM1126
 NM1126.The geoid height was determined by GEOID03.
 NM1126
 NM1126.The dynamic height is computed by dividing the NAVD 88
 NM1126.geopotential number by the normal gravity value computed on the
 NM1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1126.degrees latitude (g = 980.6199 gals.).
 NM1126
 NM1126.The modeled gravity was interpolated from observed gravity values.
 NM1126
 NM1126;                    North         East    Units  Estimated Accuracy
 NM1126;SPC NE       -   311,920.      725,620.      MT  (+/- 180 meters Scaled)
 NM1126
 NM1126                          SUPERSEDED SURVEY CONTROL
 NM1126
 NM1126  NGVD 29 (??/??/92)  411.331  (m)         1349.51   (f) ADJ UNCH    2 0
 NM1126
 NM1126.Superseded values are not recommended for survey control.
 NM1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1126.See file dsdata.txt to determine how the superseded data were derived.
 NM1126
 NM1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN435190(NAD 83)
 NM1126_MARKER: DB = BENCH MARK DISK
 NM1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1126_STAMPING: N 274 1949
 NM1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1126+STABILITY: SURFACE MOTION
 NM1126
 NM1126  HISTORY     - Date     Condition        Report By
 NM1126  HISTORY     - 1949     MONUMENTED       CGS
 NM1126
 NM1126                          STATION DESCRIPTION
 NM1126
 NM1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1126'1.3 MI SE FROM HARTINGTON.
 NM1126'0.75 MILE EAST ALONG STATE HIGHWAY 84 FROM THE COURTHOUSE AT
 NM1126'HARTINGTON, THENCE 0.45 MILE SOUTH ALONG STATE HIGHWAY 84,
 NM1126'THENCE 0.1 MILE SOUTH ALONG A GRAVELED ROAD, 0.5 MILE NORTH
 NM1126'OF THE HARTINGTON AIRPORT, 38 FEET EAST OF THE CENTER LINE
 NM1126'OF THE NORTH-SOUTH ROAD, 13 FEET NORTH OF THE CENTER LINE OF
 NM1126'A PRIVATE ROAD LEADING EAST TO THE RALPH KATHOL FARM HOME,
 NM1126'3.0 FEET EAST OF A FENCE CORNER POST, 1.2 FEET SOUTH OF A FENCE,
 NM1126'2.0 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM1126'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0915 ***********************************************************************
 NM0915  DESIGNATION -  N 275
 NM0915  PID         -  NM0915
 NM0915  STATE/COUNTY-  NE/DIXON
 NM0915  USGS QUAD   -  MASKELL (1994)
 NM0915
 NM0915                         *CURRENT SURVEY CONTROL
 NM0915  ___________________________________________________________________
 NM0915* NAD 83(1986)-  42 39 57.     (N)    096 59 46.     (W)     SCALED    
 NM0915* NAVD 88     -       391.191  (meters)    1283.43   (feet)  ADJUSTED  
 NM0915  ___________________________________________________________________
 NM0915  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 NM0915  DYNAMIC HT  -         391.064 (meters)    1283.02  (feet)  COMP
 NM0915  MODELED GRAV-     980,284.4   (mgal)                       NAVD 88
 NM0915
 NM0915  VERT ORDER  -  SECOND    CLASS 0
 NM0915
 NM0915.The horizontal coordinates were scaled from a topographic map and have
 NM0915.an estimated accuracy of +/- 6 seconds.
 NM0915
 NM0915.The orthometric height was determined by differential leveling
 NM0915.and adjusted by the National Geodetic Survey in June 1991..
 NM0915
 NM0915.The geoid height was determined by GEOID03.
 NM0915
 NM0915.The dynamic height is computed by dividing the NAVD 88
 NM0915.geopotential number by the normal gravity value computed on the
 NM0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0915.degrees latitude (g = 980.6199 gals.).
 NM0915
 NM0915.The modeled gravity was interpolated from observed gravity values.
 NM0915
 NM0915;                    North         East    Units  Estimated Accuracy
 NM0915;SPC NE       -   318,780.      746,180.      MT  (+/- 180 meters Scaled)
 NM0915
 NM0915                          SUPERSEDED SURVEY CONTROL
 NM0915
 NM0915  NGVD 29 (??/??/92)  390.989  (m)         1282.77   (f) ADJ UNCH    2 0
 NM0915
 NM0915.Superseded values are not recommended for survey control.
 NM0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0915.See file dsdata.txt to determine how the superseded data were derived.
 NM0915
 NM0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN642256(NAD 83)
 NM0915_MARKER: DB = BENCH MARK DISK
 NM0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0915_STAMPING: N 275 1949
 NM0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0915+STABILITY: SURFACE MOTION
 NM0915
 NM0915  HISTORY     - Date     Condition        Report By
 NM0915  HISTORY     - 1949     MONUMENTED       CGS
 NM0915
 NM0915                          STATION DESCRIPTION
 NM0915
 NM0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0915'2 MI S FROM MASKELL.
 NM0915'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0915'SCHOOL AT MASKELL, THENCE 0.15 MILE WEST ALONG STATE HIGHWAY 12,
 NM0915'THENCE 1.7 MILE SOUTH ALONG A GRADED DIRT ROAD, AT THE FARM
 NM0915'HOME OF DELWIN BLATCHFORD, 118 FEET NORTHWEST OF THE CENTER LINE
 NM0915'OF THE ROAD, 44.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NM0915'HOUSE, 59.0 FEET WEST OF THE CENTER OF THE SOUTH YARD FENCE GATE,
 NM0915'9.6 FEET SOUTHWEST OF A 36-INCH TWIN MAPLE TREE, 1.0 FOOT SOUTH
 NM0915'OF THE YARD FENCE, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 NM0915'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0933 ***********************************************************************
 NM0933  DESIGNATION -  N 276
 NM0933  PID         -  NM0933
 NM0933  STATE/COUNTY-  NE/DIXON
 NM0933  USGS QUAD   -  MASKELL (1994)
 NM0933
 NM0933                         *CURRENT SURVEY CONTROL
 NM0933  ___________________________________________________________________
 NM0933* NAD 83(1986)-  42 42 47.     (N)    096 59 46.     (W)     SCALED    
 NM0933* NAVD 88     -       389.067  (meters)    1276.46   (feet)  ADJUSTED  
 NM0933  ___________________________________________________________________
 NM0933  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM0933  DYNAMIC HT  -         388.945 (meters)    1276.06  (feet)  COMP
 NM0933  MODELED GRAV-     980,296.6   (mgal)                       NAVD 88
 NM0933
 NM0933  VERT ORDER  -  SECOND    CLASS 0
 NM0933
 NM0933.The horizontal coordinates were scaled from a topographic map and have
 NM0933.an estimated accuracy of +/- 6 seconds.
 NM0933
 NM0933.The orthometric height was determined by differential leveling
 NM0933.and adjusted by the National Geodetic Survey in June 1991..
 NM0933
 NM0933.The geoid height was determined by GEOID03.
 NM0933
 NM0933.The dynamic height is computed by dividing the NAVD 88
 NM0933.geopotential number by the normal gravity value computed on the
 NM0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0933.degrees latitude (g = 980.6199 gals.).
 NM0933
 NM0933.The modeled gravity was interpolated from observed gravity values.
 NM0933
 NM0933;                    North         East    Units  Estimated Accuracy
 NM0933;SPC NE       -   324,020.      746,000.      MT  (+/- 180 meters Scaled)
 NM0933
 NM0933                          SUPERSEDED SURVEY CONTROL
 NM0933
 NM0933  NGVD 29 (??/??/92)  388.864  (m)         1275.80   (f) ADJ UNCH    2 0
 NM0933
 NM0933.Superseded values are not recommended for survey control.
 NM0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0933.See file dsdata.txt to determine how the superseded data were derived.
 NM0933
 NM0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN640308(NAD 83)
 NM0933_MARKER: DB = BENCH MARK DISK
 NM0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0933_STAMPING: N 276 1949
 NM0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0933+STABILITY: SURFACE MOTION
 NM0933
 NM0933  HISTORY     - Date     Condition        Report By
 NM0933  HISTORY     - 1949     MONUMENTED       CGS
 NM0933
 NM0933                          STATION DESCRIPTION
 NM0933
 NM0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0933'2.4 MI N FROM MASKELL.
 NM0933'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0933'SCHOOL AT MASKELL, THENCE 1.2 MILES NORTH ALONG A GRADED DIRT
 NM0933'ROAD, THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.3
 NM0933'MILE NORTH ALONG A GRADED DIRT ROAD, IN LINE WITH THE CENTER LINE
 NM0933'OF A T ROAD LEADING WEST, 38 FEET EAST OF THE CENTER LINE OF THE
 NM0933'NORTH-SOUTH ROAD, 39.0 FEET NORTHEAST OF A POWER TRANSMISSION
 NM0933'LINE POLE, 20 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 NM0933'TO A HAY FIELD, 2.0 FEET WEST OF A REFERENCE POST, AND SET
 NM0933'IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT
 NM0933'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0149 ***********************************************************************
 LG0149  DESIGNATION -  N 277
 LG0149  PID         -  LG0149
 LG0149  STATE/COUNTY-  NE/CASS
 LG0149  USGS QUAD   -  WEEPING WATER NE (1956)
 LG0149
 LG0149                         *CURRENT SURVEY CONTROL
 LG0149  ___________________________________________________________________
 LG0149* NAD 83(1986)-  40 54 54.     (N)    096 03 40.     (W)     SCALED    
 LG0149* NAVD 88     -       383.150  (meters)    1257.05   (feet)  ADJUSTED  
 LG0149  ___________________________________________________________________
 LG0149  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 LG0149  DYNAMIC HT  -         382.989 (meters)    1256.52  (feet)  COMP
 LG0149  MODELED GRAV-     980,189.8   (mgal)                       NAVD 88
 LG0149
 LG0149  VERT ORDER  -  SECOND    CLASS 0
 LG0149
 LG0149.The horizontal coordinates were scaled from a topographic map and have
 LG0149.an estimated accuracy of +/- 6 seconds.
 LG0149
 LG0149.The orthometric height was determined by differential leveling
 LG0149.and adjusted by the National Geodetic Survey in June 1991..
 LG0149
 LG0149.The geoid height was determined by GEOID03.
 LG0149
 LG0149.The dynamic height is computed by dividing the NAVD 88
 LG0149.geopotential number by the normal gravity value computed on the
 LG0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0149.degrees latitude (g = 980.6199 gals.).
 LG0149
 LG0149.The modeled gravity was interpolated from observed gravity values.
 LG0149
 LG0149;                    North         East    Units  Estimated Accuracy
 LG0149;SPC NE       -   127,650.      831,610.      MT  (+/- 180 meters Scaled)
 LG0149
 LG0149                          SUPERSEDED SURVEY CONTROL
 LG0149
 LG0149  NGVD 29 (??/??/92)  383.054  (m)         1256.74   (f) ADJ UNCH    2 0
 LG0149
 LG0149.Superseded values are not recommended for survey control.
 LG0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0149.See file dsdata.txt to determine how the superseded data were derived.
 LG0149
 LG0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL474334(NAD 83)
 LG0149_MARKER: DB = BENCH MARK DISK
 LG0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0149_STAMPING: N 277 1950
 LG0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0149+STABILITY: SURFACE MOTION
 LG0149
 LG0149  HISTORY     - Date     Condition        Report By
 LG0149  HISTORY     - 1950     MONUMENTED       CGS
 LG0149
 LG0149                          STATION DESCRIPTION
 LG0149
 LG0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0149'7.7 MI NE FROM WEEPING WATER.
 LG0149'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE HIGH SCHOOL AT
 LG0149'WEEPING WATER, THENCE 4.2 MILES EAST ALONG STATE HIGHWAY 1,
 LG0149'0.2 MILE EAST OF A ROAD INTERSECTION, 102 FEET SOUTHWEST OF THE
 LG0149'SOUTHWEST CORNER OF THE JOHN SHAFFER FARMHOUSE, 100 FEET NORTH
 LG0149'OF THE CENTER LINE OF THE HIGHWAY, 51 FEET WEST OF THE CENTER
 LG0149'LINE OF A PRIVATE DRIVEWAY, 66 FEET NORTH OF A FENCE CORNER, 1
 LG0149'FOOT EAST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, SET IN
 LG0149'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 LG0149'GROUND.  NOTE-- THIS MARK IS 0.8 MILE WEST OF BENCH MARK W 296.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0476 ***********************************************************************
 NM0476  DESIGNATION -  N 278
 NM0476  PID         -  NM0476
 NM0476  STATE/COUNTY-  NE/DAKOTA
 NM0476  USGS QUAD   -  HOMER (1976)
 NM0476
 NM0476                         *CURRENT SURVEY CONTROL
 NM0476  ___________________________________________________________________
 NM0476* NAD 83(1986)-  42 18 31.     (N)    096 26 02.     (W)     SCALED    
 NM0476* NAVD 88     -       332.042  (meters)    1089.37   (feet)  ADJUSTED  
 NM0476  ___________________________________________________________________
 NM0476  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 NM0476  DYNAMIC HT  -         331.934 (meters)    1089.02  (feet)  COMP
 NM0476  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 NM0476
 NM0476  VERT ORDER  -  SECOND    CLASS 0
 NM0476
 NM0476.The horizontal coordinates were scaled from a topographic map and have
 NM0476.an estimated accuracy of +/- 6 seconds.
 NM0476
 NM0476.The orthometric height was determined by differential leveling
 NM0476.and adjusted by the National Geodetic Survey in June 1991..
 NM0476
 NM0476.The geoid height was determined by GEOID03.
 NM0476
 NM0476.The dynamic height is computed by dividing the NAVD 88
 NM0476.geopotential number by the normal gravity value computed on the
 NM0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0476.degrees latitude (g = 980.6199 gals.).
 NM0476
 NM0476.The modeled gravity was interpolated from observed gravity values.
 NM0476
 NM0476;                    North         East    Units  Estimated Accuracy
 NM0476;SPC NE       -   280,890.      793,870.      MT  (+/- 180 meters Scaled)
 NM0476
 NM0476                          SUPERSEDED SURVEY CONTROL
 NM0476
 NM0476  NGVD 29 (??/??/92)  331.886  (m)         1088.86   (f) ADJ UNCH    2 0
 NM0476
 NM0476.Superseded values are not recommended for survey control.
 NM0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0476.See file dsdata.txt to determine how the superseded data were derived.
 NM0476
 NM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM114872(NAD 83)
 NM0476_MARKER: DB = BENCH MARK DISK
 NM0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0476_STAMPING: N 278 1949
 NM0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0476+STABILITY: SURFACE MOTION
 NM0476
 NM0476  HISTORY     - Date     Condition        Report By
 NM0476  HISTORY     - 1949     MONUMENTED       CGS
 NM0476
 NM0476                          STATION DESCRIPTION
 NM0476
 NM0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0476'3.1 MI E FROM HOMER.
 NM0476'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0476'THENCE 3.0 MILES EAST ALONG A GRADED DIRT ROAD, AT THE FARM HOME
 NM0476'OF MRS. JOSIE MC KINLEY AND OCCUPIED BY JOHN VAN CLEAVE JR.,
 NM0476'0.1 MILE NORTH OF AN EAST-WEST ROAD, 54.8 FEET SOUTHWEST OF THE
 NM0476'SOUTHWEST LEG OF THE WINDMILL, 42.0 FEET SOUTH OF THE SOUTHWEST
 NM0476'CORNER OF THE HOUSE, 1.0 FOOT NORTH OF A HOG LOT FENCE, AND SET
 NM0476'IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NM0476'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0387 ***********************************************************************
 LH0387  DESIGNATION -  N 279
 LH0387  PID         -  LH0387
 LH0387  STATE/COUNTY-  NE/HALL
 LH0387  USGS QUAD   -  WOOD RIVER (1993)
 LH0387
 LH0387                         *CURRENT SURVEY CONTROL
 LH0387  ___________________________________________________________________
 LH0387* NAD 83(1986)-  40 50 12.     (N)    098 32 28.     (W)     SCALED    
 LH0387* NAVD 88     -       593.391  (meters)    1946.82   (feet)  ADJUSTED  
 LH0387  ___________________________________________________________________
 LH0387  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 LH0387  DYNAMIC HT  -         593.072 (meters)    1945.77  (feet)  COMP
 LH0387  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 LH0387
 LH0387  VERT ORDER  -  FIRST     CLASS II
 LH0387
 LH0387.The horizontal coordinates were scaled from a topographic map and have
 LH0387.an estimated accuracy of +/- 6 seconds.
 LH0387
 LH0387.The orthometric height was determined by differential leveling
 LH0387.and adjusted by the National Geodetic Survey in June 1991..
 LH0387
 LH0387.The geoid height was determined by GEOID03.
 LH0387
 LH0387.The dynamic height is computed by dividing the NAVD 88
 LH0387.geopotential number by the normal gravity value computed on the
 LH0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0387.degrees latitude (g = 980.6199 gals.).
 LH0387
 LH0387.The modeled gravity was interpolated from observed gravity values.
 LH0387
 LH0387;                    North         East    Units  Estimated Accuracy
 LH0387;SPC NE       -   112,440.      623,010.      MT  (+/- 180 meters Scaled)
 LH0387
 LH0387                          SUPERSEDED SURVEY CONTROL
 LH0387
 LH0387  NGVD 29 (02/14/92)  593.141  (m)         1946.00   (f) ADJUSTED    1 2
 LH0387
 LH0387.Superseded values are not recommended for survey control.
 LH0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0387.See file dsdata.txt to determine how the superseded data were derived.
 LH0387
 LH0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL386207(NAD 83)
 LH0387_MARKER: DB = BENCH MARK DISK
 LH0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0387_SP_SET: CONCRETE POST
 LH0387_STAMPING: N 279 1949
 LH0387_MARK LOGO: CGS   
 LH0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0387+STABILITY: SURFACE MOTION
 LH0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0387+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0387
 LH0387  HISTORY     - Date     Condition        Report By
 LH0387  HISTORY     - 1949     MONUMENTED       CGS
 LH0387  HISTORY     - 19910924 GOOD             NGS
 LH0387
 LH0387                          STATION DESCRIPTION
 LH0387
 LH0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0387'3.4 MI NE FROM WOOD RIVER.
 LH0387'3.35 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0387'STATION AT WOOD RIVER, 9 RAILS NORTHEAST OF A PRIVATE ROAD
 LH0387'CROSSING, 47.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LH0387'SOUTHEAST SET OF TRACKS, 13.0 FEET SOUTHWEST OF MILE POST 159,
 LH0387'1.0 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET NORTHEAST
 LH0387'OF A REFERENCE POST, AND SET IN THE TOP OF A 6-FOOT CONCRETE
 LH0387'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 LH0387
 LH0387                          STATION RECOVERY (1991)
 LH0387
 LH0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0387'16.0 KM (9.95 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0387'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 110.0 M (360.9 FT) NORTHEAST OF
 LH0387'THE CENTER OF A ROAD, 57.0 M (187.0 FT) SOUTHEAST OF THE HIGHWAY
 LH0387'CENTERLINE, 14.0 M (45.9 FT) SOUTHEAST OF AND LEVEL WITH THE NEAR
 LH0387'RAIL OF THE UNION PACIFIC RAILROAD, 4.1 M (13.5 FT) SOUTHWEST OF
 LH0387'RAILROAD MILEPOST 159, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST,
 LH0387'AND THE MONUMENTS PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0154 ***********************************************************************
 LJ0154  DESIGNATION -  N 28
 LJ0154  PID         -  LJ0154
 LJ0154  STATE/COUNTY-  NE/LINCOLN
 LJ0154  USGS QUAD   -  WELLFLEET NW (1956)
 LJ0154
 LJ0154                         *CURRENT SURVEY CONTROL
 LJ0154  ___________________________________________________________________
 LJ0154* NAD 83(1986)-  40 59 20.     (N)    100 41 48.     (W)     SCALED    
 LJ0154* NAVD 88     -       917.112  (meters)    3008.89   (feet)  ADJUSTED  
 LJ0154  ___________________________________________________________________
 LJ0154  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 LJ0154  DYNAMIC HT  -         916.541 (meters)    3007.02  (feet)  COMP
 LJ0154  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 LJ0154
 LJ0154  VERT ORDER  -  SECOND    CLASS 0
 LJ0154
 LJ0154.The horizontal coordinates were scaled from a topographic map and have
 LJ0154.an estimated accuracy of +/- 6 seconds.
 LJ0154
 LJ0154.The orthometric height was determined by differential leveling
 LJ0154.and adjusted by the National Geodetic Survey in June 1994..
 LJ0154
 LJ0154.The geoid height was determined by GEOID03.
 LJ0154
 LJ0154.The dynamic height is computed by dividing the NAVD 88
 LJ0154.geopotential number by the normal gravity value computed on the
 LJ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0154.degrees latitude (g = 980.6199 gals.).
 LJ0154
 LJ0154.The modeled gravity was interpolated from observed gravity values.
 LJ0154
 LJ0154;                    North         East    Units  Estimated Accuracy
 LJ0154;SPC NE       -   128,530.      441,390.      MT  (+/- 180 meters Scaled)
 LJ0154
 LJ0154                          SUPERSEDED SURVEY CONTROL
 LJ0154
 LJ0154  NAVD 88 (06/15/91)  917.107  (m)         3008.88   (f) UNKNOWN     2 0
 LJ0154  NGVD 29 (??/??/92)  916.727  (m)         3007.63   (f) ADJ UNCH    2 0
 LJ0154
 LJ0154.Superseded values are not recommended for survey control.
 LJ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0154.See file dsdata.txt to determine how the superseded data were derived.
 LJ0154
 LJ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL572389(NAD 83)
 LJ0154_MARKER: DB = BENCH MARK DISK
 LJ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0154_STAMPING: N 28 1934
 LJ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0154+STABILITY: SURFACE MOTION
 LJ0154
 LJ0154  HISTORY     - Date     Condition        Report By
 LJ0154  HISTORY     - 1934     MONUMENTED       CGS
 LJ0154  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0154
 LJ0154                          STATION DESCRIPTION
 LJ0154
 LJ0154'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0154'14 MI S FROM NORTH PLATTE.
 LJ0154'14.0 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM NORTH PLATTE, LINCOLN
 LJ0154'COUNTY, AT A ROAD CROSSING, 38 FEET EAST OF THE CENTERLINE OF THE
 LJ0154'HIGHWAY, 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT THE FENCE
 LJ0154'CORNER, AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 LJ0154'DISK, STAMPED N 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0822 ***********************************************************************
 MK0822  DESIGNATION -  N 280
 MK0822  PID         -  MK0822
 MK0822  STATE/COUNTY-  NE/SARPY
 MK0822  USGS QUAD   -  CEDAR CREEK (1983)
 MK0822
 MK0822                         *CURRENT SURVEY CONTROL
 MK0822  ___________________________________________________________________
 MK0822* NAD 83(1986)-  41 05 35.     (N)    096 04 50.     (W)     SCALED    
 MK0822* NAVD 88     -       366.414  (meters)    1202.14   (feet)  ADJUSTED  
 MK0822  ___________________________________________________________________
 MK0822  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 MK0822  DYNAMIC HT  -         366.266 (meters)    1201.66  (feet)  COMP
 MK0822  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 MK0822
 MK0822  VERT ORDER  -  SECOND    CLASS 0
 MK0822
 MK0822.The horizontal coordinates were scaled from a topographic map and have
 MK0822.an estimated accuracy of +/- 6 seconds.
 MK0822
 MK0822.The orthometric height was determined by differential leveling
 MK0822.and adjusted by the National Geodetic Survey in June 1991..
 MK0822
 MK0822.The geoid height was determined by GEOID03.
 MK0822
 MK0822.The dynamic height is computed by dividing the NAVD 88
 MK0822.geopotential number by the normal gravity value computed on the
 MK0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0822.degrees latitude (g = 980.6199 gals.).
 MK0822
 MK0822.The modeled gravity was interpolated from observed gravity values.
 MK0822
 MK0822;                    North         East    Units  Estimated Accuracy
 MK0822;SPC NE       -   147,320.      829,080.      MT  (+/- 180 meters Scaled)
 MK0822
 MK0822                          SUPERSEDED SURVEY CONTROL
 MK0822
 MK0822  NGVD 29 (??/??/92)  366.313  (m)         1201.81   (f) ADJ UNCH    2 0
 MK0822
 MK0822.Superseded values are not recommended for survey control.
 MK0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0822.See file dsdata.txt to determine how the superseded data were derived.
 MK0822
 MK0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL451531(NAD 83)
 MK0822_MARKER: DB = BENCH MARK DISK
 MK0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0822_STAMPING: N 280 1950
 MK0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0822+STABILITY: SURFACE MOTION
 MK0822
 MK0822  HISTORY     - Date     Condition        Report By
 MK0822  HISTORY     - 1950     MONUMENTED       CGS
 MK0822
 MK0822                          STATION DESCRIPTION
 MK0822
 MK0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0822'1.3 MI S FROM RICHFIELD.
 MK0822'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0822'RICHFIELD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 MK0822'0.7 MILE SOUTH ALONG A GRAVELED ROAD, 57.5 FEET SOUTH OF THE
 MK0822'SOUTHEAST CORNER OF THE EDWARD E. BOCK FARMHOUSE, 129 FEET EAST
 MK0822'OF THE CENTER LINE OF THE ROAD, 93.4 FEET SOUTHWEST OF THE
 MK0822'SOUTHWEST LEG OF A WINDMILL TOWER, 46 FEET WEST OF THE NORTHWEST
 MK0822'CORNER OF A GARAGE, 5 FEET WEST OF A POWER POLE, 30 FEET SOUTH OF
 MK0822'THE CENTER LINE OF A PRIVATE DRIVEWAY, SET IN THE TOP OF A
 MK0822'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0411 ***********************************************************************
 ML0411  DESIGNATION -  N 281
 ML0411  PID         -  ML0411
 ML0411  STATE/COUNTY-  NE/HOWARD
 ML0411  USGS QUAD   -  FARWELL (1978)
 ML0411
 ML0411                         *CURRENT SURVEY CONTROL
 ML0411  ___________________________________________________________________
 ML0411* NAD 83(1986)-  41 09 44.     (N)    098 42 35.     (W)     SCALED    
 ML0411* NAVD 88     -       635.798  (meters)    2085.95   (feet)  ADJUSTED  
 ML0411  ___________________________________________________________________
 ML0411  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 ML0411  DYNAMIC HT  -         635.474 (meters)    2084.88  (feet)  COMP
 ML0411  MODELED GRAV-     980,093.3   (mgal)                       NAVD 88
 ML0411
 ML0411  VERT ORDER  -  SECOND    CLASS 0
 ML0411
 ML0411.The horizontal coordinates were scaled from a topographic map and have
 ML0411.an estimated accuracy of +/- 6 seconds.
 ML0411
 ML0411.The orthometric height was determined by differential leveling
 ML0411.and adjusted by the National Geodetic Survey in June 1991..
 ML0411
 ML0411.The geoid height was determined by GEOID03.
 ML0411
 ML0411.The dynamic height is computed by dividing the NAVD 88
 ML0411.geopotential number by the normal gravity value computed on the
 ML0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0411.degrees latitude (g = 980.6199 gals.).
 ML0411
 ML0411.The modeled gravity was interpolated from observed gravity values.
 ML0411
 ML0411;                    North         East    Units  Estimated Accuracy
 ML0411;SPC NE       -   148,350.      608,250.      MT  (+/- 180 meters Scaled)
 ML0411
 ML0411                          SUPERSEDED SURVEY CONTROL
 ML0411
 ML0411  NGVD 29 (??/??/92)  635.554  (m)         2085.15   (f) ADJ UNCH    2 0
 ML0411
 ML0411.Superseded values are not recommended for survey control.
 ML0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0411.See file dsdata.txt to determine how the superseded data were derived.
 ML0411
 ML0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL243568(NAD 83)
 ML0411_MARKER: DB = BENCH MARK DISK
 ML0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0411_STAMPING: N 281 1949
 ML0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0411+STABILITY: SURFACE MOTION
 ML0411
 ML0411  HISTORY     - Date     Condition        Report By
 ML0411  HISTORY     - 1949     MONUMENTED       CGS
 ML0411  HISTORY     - 1966     GOOD             NGS
 ML0411
 ML0411                          STATION DESCRIPTION
 ML0411
 ML0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0411'7.6 MI NW FROM BOELUS.
 ML0411'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0411'RAILROAD STATION AT BOELUS, THENCE 5.9 MILES NORTH ALONG A
 ML0411'COUNTY ROAD, THENCE 1.0 MILE EAST ALONG A COUNTY ROAD, AT THE
 ML0411'NORTHWEST CORNER OF SECTION 28, T. 14 N., R. 12 W., IN THE
 ML0411'SOUTHEAST QUARTER OF A ROAD CROSSING, 44 FEET EAST OF THE
 ML0411'CENTER LINE OF THE NORTH-SOUTH ROAD, 30 FEET SOUTH OF THE
 ML0411'CENTER LINE OF THE EAST-WEST ROAD, 10 FEET EAST OF A CORNER
 ML0411'FENCE POST, 1.2 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A
 ML0411'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 ML0411'OF 5 FEET AND LEVEL WITH THE GROUND.  NOTE-- THIS BENCH MARK
 ML0411'IS LOCATED 1.0 MILE WEST OF BENCH MARK Q 281.  A METAL WITNESS
 ML0411'POST WAS SET 1 FOOT EAST OF THE MARK.
 ML0411
 ML0411                          STATION RECOVERY (1966)
 ML0411
 ML0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 ML0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0424 ***********************************************************************
 ML0424  DESIGNATION -  N 282
 ML0424  PID         -  ML0424
 ML0424  STATE/COUNTY-  NE/HOWARD
 ML0424  USGS QUAD   -  NYSTED (1974)
 ML0424
 ML0424                         *CURRENT SURVEY CONTROL
 ML0424  ___________________________________________________________________
 ML0424* NAD 83(1986)-  41 07 31.     (N)    098 32 04.     (W)     SCALED    
 ML0424* NAVD 88     -       571.524  (meters)    1875.08   (feet)  ADJUSTED  
 ML0424  ___________________________________________________________________
 ML0424  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 ML0424  DYNAMIC HT  -         571.233 (meters)    1874.12  (feet)  COMP
 ML0424  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 ML0424
 ML0424  VERT ORDER  -  SECOND    CLASS 0
 ML0424
 ML0424.The horizontal coordinates were scaled from a topographic map and have
 ML0424.an estimated accuracy of +/- 6 seconds.
 ML0424
 ML0424.The orthometric height was determined by differential leveling
 ML0424.and adjusted by the National Geodetic Survey in June 1991..
 ML0424
 ML0424.The geoid height was determined by GEOID03.
 ML0424
 ML0424.The dynamic height is computed by dividing the NAVD 88
 ML0424.geopotential number by the normal gravity value computed on the
 ML0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0424.degrees latitude (g = 980.6199 gals.).
 ML0424
 ML0424.The modeled gravity was interpolated from observed gravity values.
 ML0424
 ML0424;                    North         East    Units  Estimated Accuracy
 ML0424;SPC NE       -   144,480.      623,030.      MT  (+/- 180 meters Scaled)
 ML0424
 ML0424                          SUPERSEDED SURVEY CONTROL
 ML0424
 ML0424  NGVD 29 (??/??/92)  571.280  (m)         1874.27   (f) ADJ UNCH    2 0
 ML0424
 ML0424.Superseded values are not recommended for survey control.
 ML0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0424.See file dsdata.txt to determine how the superseded data were derived.
 ML0424
 ML0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL390527(NAD 83)
 ML0424_MARKER: DB = BENCH MARK DISK
 ML0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0424_STAMPING: N 282 1949
 ML0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0424+STABILITY: SURFACE MOTION
 ML0424
 ML0424  HISTORY     - Date     Condition        Report By
 ML0424  HISTORY     - 1949     MONUMENTED       CGS
 ML0424
 ML0424                          STATION DESCRIPTION
 ML0424
 ML0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0424'0.9 MI NE FROM DANNEBROG.
 ML0424'0.9 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0424'STATION AT DANNEBROG, ON THE SOUTHWEST SLOPE OF A HILL AND AT
 ML0424'A SMALL RISE, 85 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 ML0424'TRACK, 22 FEET SOUTHEAST OF THE CENTER LINE OF A COUNTY ROAD,
 ML0424'30 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING
 ML0424'SOUTHEAST TO A FARMHOUSE, 1 FOOT SOUTHEAST OF A FENCE, 1.5 FEET
 ML0424'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 ML0424'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0277 ***********************************************************************
 ML0277  DESIGNATION -  N 283
 ML0277  PID         -  ML0277
 ML0277  STATE/COUNTY-  NE/HOWARD
 ML0277  USGS QUAD   -  ST PAUL SW (1961)
 ML0277
 ML0277                         *CURRENT SURVEY CONTROL
 ML0277  ___________________________________________________________________
 ML0277* NAD 83(1986)-  41 06 17.     (N)    098 22 59.     (W)     SCALED    
 ML0277* NAVD 88     -       572.804  (meters)    1879.27   (feet)  ADJUSTED  
 ML0277  ___________________________________________________________________
 ML0277  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 ML0277  DYNAMIC HT  -         572.508 (meters)    1878.30  (feet)  COMP
 ML0277  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 ML0277
 ML0277  VERT ORDER  -  SECOND    CLASS 0
 ML0277
 ML0277.The horizontal coordinates were scaled from a topographic map and have
 ML0277.an estimated accuracy of +/- 6 seconds.
 ML0277
 ML0277.The orthometric height was determined by differential leveling
 ML0277.and adjusted by the National Geodetic Survey in June 1991..
 ML0277
 ML0277.The geoid height was determined by GEOID03.
 ML0277
 ML0277.The dynamic height is computed by dividing the NAVD 88
 ML0277.geopotential number by the normal gravity value computed on the
 ML0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0277.degrees latitude (g = 980.6199 gals.).
 ML0277
 ML0277.The modeled gravity was interpolated from observed gravity values.
 ML0277
 ML0277;                    North         East    Units  Estimated Accuracy
 ML0277;SPC NE       -   142,430.      635,780.      MT  (+/- 180 meters Scaled)
 ML0277
 ML0277                          SUPERSEDED SURVEY CONTROL
 ML0277
 ML0277  NGVD 29 (??/??/92)  572.550  (m)         1878.44   (f) ADJ UNCH    2 0
 ML0277
 ML0277.Superseded values are not recommended for survey control.
 ML0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0277.See file dsdata.txt to determine how the superseded data were derived.
 ML0277
 ML0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL518505(NAD 83)
 ML0277_MARKER: DB = BENCH MARK DISK
 ML0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0277_STAMPING: N 283 1949
 ML0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0277+STABILITY: SURFACE MOTION
 ML0277
 ML0277  HISTORY     - Date     Condition        Report By
 ML0277  HISTORY     - 1949     MONUMENTED       CGS
 ML0277
 ML0277                          STATION DESCRIPTION
 ML0277
 ML0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0277'2.5 MI NW FROM ST LIBORY.
 ML0277'1.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 ML0277'AT ST. LIBORY, THENCE 0.8 MILE WEST ALONG STATE HIGHWAY NO. 58,
 ML0277'AT THE NORTHEAST CORNER OF SECTION 18, T. 13 N., R. 9 W., IN
 ML0277'THE SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 86 FEET SOUTH
 ML0277'OF THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTHEAST OF THE
 ML0277'SOUTHEAST CORNER OF A FARMHOUSE, 44 FEET EAST OF THE NORTHEAST
 ML0277'CORNER OF THE FARMHOUSE, IN LINE WITH THE NORTH SIDE OF THE
 ML0277'FARMHOUSE, 36 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 ML0277'ROAD, 18 FEET NORTH OF THE CENTER LINE OF A GATE, 0.9 FOOT EAST
 ML0277'OF A FENCE, 1.8 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 ML0277'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT
 ML0277'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0429 ***********************************************************************
 LH0429  DESIGNATION -  N 284
 LH0429  PID         -  LH0429
 LH0429  STATE/COUNTY-  NE/HALL
 LH0429  USGS QUAD   -  SHELTON NE (1993)
 LH0429
 LH0429                         *CURRENT SURVEY CONTROL
 LH0429  ___________________________________________________________________
 LH0429* NAD 83(1986)-  40 59 39.     (N)    098 34 10.     (W)     SCALED    
 LH0429* NAVD 88     -       585.812  (meters)    1921.95   (feet)  ADJUSTED  
 LH0429  ___________________________________________________________________
 LH0429  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 LH0429  DYNAMIC HT  -         585.511 (meters)    1920.96  (feet)  COMP
 LH0429  MODELED GRAV-     980,091.0   (mgal)                       NAVD 88
 LH0429
 LH0429  VERT ORDER  -  SECOND    CLASS 0
 LH0429
 LH0429.The horizontal coordinates were scaled from a topographic map and have
 LH0429.an estimated accuracy of +/- 6 seconds.
 LH0429
 LH0429.The orthometric height was determined by differential leveling
 LH0429.and adjusted by the National Geodetic Survey in June 1991..
 LH0429
 LH0429.The geoid height was determined by GEOID03.
 LH0429
 LH0429.The dynamic height is computed by dividing the NAVD 88
 LH0429.geopotential number by the normal gravity value computed on the
 LH0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0429.degrees latitude (g = 980.6199 gals.).
 LH0429
 LH0429.The modeled gravity was interpolated from observed gravity values.
 LH0429
 LH0429;                    North         East    Units  Estimated Accuracy
 LH0429;SPC NE       -   129,880.      620,330.      MT  (+/- 180 meters Scaled)
 LH0429
 LH0429                          SUPERSEDED SURVEY CONTROL
 LH0429
 LH0429  NGVD 29 (??/??/92)  585.574  (m)         1921.17   (f) ADJ UNCH    2 0
 LH0429
 LH0429.Superseded values are not recommended for survey control.
 LH0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0429.See file dsdata.txt to determine how the superseded data were derived.
 LH0429
 LH0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL362381(NAD 83)
 LH0429_MARKER: DB = BENCH MARK DISK
 LH0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0429_STAMPING: N 284 1949
 LH0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0429+STABILITY: SURFACE MOTION
 LH0429
 LH0429  HISTORY     - Date     Condition        Report By
 LH0429  HISTORY     - 1949     MONUMENTED       CGS
 LH0429
 LH0429                          STATION DESCRIPTION
 LH0429
 LH0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0429'2 MI E FROM CAIRO.
 LH0429'2.0 MILES EAST ALONG STATE HIGHWAY NO. 2 FROM THE JUNCTION OF
 LH0429'STATE HIGHWAY NO. 2 WITH STATE HIGHWAY NO. 60 AT CAIRO, AT THE
 LH0429'CROSSING OF THE RAILROAD AND A NORTH-SOUTH ROAD, 144 FEET NORTH
 LH0429'OF THE CENTER LINE OF THE HIGHWAY, 50 FEET NORTH OF THE NORTH
 LH0429'RAIL OF THE TRACK, 36 FEET WEST OF THE CENTER LINE OF THE
 LH0429'NORTH-SOUTH ROAD, 14 FEET NORTHWEST OF A TELEPHONE POLE, 1.8
 LH0429'FEET SOUTH OF A FENCE, 1.3 FEET SOUTHWEST OF A REFERENCE POST,
 LH0429'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0429'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0405 ***********************************************************************
 ML0405  DESIGNATION -  N 285
 ML0405  PID         -  ML0405
 ML0405  STATE/COUNTY-  NE/SHERMAN
 ML0405  USGS QUAD   -  ASHTON (1954)
 ML0405
 ML0405                         *CURRENT SURVEY CONTROL
 ML0405  ___________________________________________________________________
 ML0405* NAD 83(1986)-  41 10 38.     (N)    098 47 12.     (W)     SCALED    
 ML0405* NAVD 88     -       640.699  (meters)    2102.03   (feet)  ADJUSTED  
 ML0405  ___________________________________________________________________
 ML0405  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 ML0405  DYNAMIC HT  -         640.372 (meters)    2100.95  (feet)  COMP
 ML0405  MODELED GRAV-     980,091.3   (mgal)                       NAVD 88
 ML0405
 ML0405  VERT ORDER  -  SECOND    CLASS 0
 ML0405
 ML0405.The horizontal coordinates were scaled from a topographic map and have
 ML0405.an estimated accuracy of +/- 6 seconds.
 ML0405
 ML0405.The orthometric height was determined by differential leveling
 ML0405.and adjusted by the National Geodetic Survey in June 1991..
 ML0405
 ML0405.The geoid height was determined by GEOID03.
 ML0405
 ML0405.The dynamic height is computed by dividing the NAVD 88
 ML0405.geopotential number by the normal gravity value computed on the
 ML0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0405.degrees latitude (g = 980.6199 gals.).
 ML0405
 ML0405.The modeled gravity was interpolated from observed gravity values.
 ML0405
 ML0405;                    North         East    Units  Estimated Accuracy
 ML0405;SPC NE       -   149,920.      601,770.      MT  (+/- 180 meters Scaled)
 ML0405
 ML0405                          SUPERSEDED SURVEY CONTROL
 ML0405
 ML0405  NGVD 29 (??/??/92)  640.456  (m)         2101.23   (f) ADJ UNCH    2 0
 ML0405
 ML0405.Superseded values are not recommended for survey control.
 ML0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0405.See file dsdata.txt to determine how the superseded data were derived.
 ML0405
 ML0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL178584(NAD 83)
 ML0405_MARKER: DB = BENCH MARK DISK
 ML0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0405_STAMPING: N 285 1949
 ML0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0405+STABILITY: SURFACE MOTION
 ML0405
 ML0405  HISTORY     - Date     Condition        Report By
 ML0405  HISTORY     - 1949     MONUMENTED       CGS
 ML0405
 ML0405                          STATION DESCRIPTION
 ML0405
 ML0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0405'5.3 MI S FROM ASHTON.
 ML0405'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 ML0405'ASHTON, THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE 4.0
 ML0405'MILES SOUTH ALONG A COUNTY ROAD, AT THE SOUTHEAST CORNER OF
 ML0405'SECTION 15, T. 14 N., R. 13 W., IN THE NORTHWEST QUARTER OF
 ML0405'A PUBLIC ROAD CROSSING, AT THE SUMMIT OF A HILL IN THE
 ML0405'NORTH-SOUTH ROAD, 51 FEET NORTH OF THE CENTER LINE OF THE
 ML0405'EAST-WEST ROAD, 26 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 ML0405'ROAD, 17 FEET NORTH OF THE CENTER LINE OF A GATE, 1.2 FEET EAST
 ML0405'OF A FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 ML0405'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 ML0405'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1425 ***********************************************************************
 LH1425  DESIGNATION -  N 286 RESET
 LH1425  PID         -  LH1425
 LH1425  STATE/COUNTY-  NE/HALL
 LH1425  USGS QUAD   -  ALDA (1993)
 LH1425
 LH1425                         *CURRENT SURVEY CONTROL
 LH1425  ___________________________________________________________________
 LH1425* NAD 83(1986)-  40 47 35.     (N)    098 29 36.     (W)     SCALED    
 LH1425* NAVD 88     -       587.80   (meters)    1928.5    (feet)  RESET     
 LH1425  ___________________________________________________________________
 LH1425  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 LH1425
 LH1425  VERT ORDER  -  THIRD
 LH1425
 LH1425.The horizontal coordinates were scaled from a topographic map and have
 LH1425.an estimated accuracy of +/- 6 seconds.
 LH1425
 LH1425.The orthometric height was computed from unverified reset data.
 LH1425.No vertical observational check was made to the station.
 LH1425
 LH1425.The geoid height was determined by GEOID03.
 LH1425
 LH1425;                    North         East    Units  Estimated Accuracy
 LH1425;SPC NE       -   107,660.      627,120.      MT  (+/- 180 meters Scaled)
 LH1425
 LH1425                          SUPERSEDED SURVEY CONTROL
 LH1425
 LH1425  NGVD 29 (08/02/06)  587.55   (m)         1927.7    (f) RESET       3  
 LH1425
 LH1425.Superseded values are not recommended for survey control.
 LH1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1425.See file dsdata.txt to determine how the superseded data were derived.
 LH1425
 LH1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL427159(NAD 83)
 LH1425_MARKER: DB = BENCH MARK DISK
 LH1425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH1425_SP_SET: BRIDGE WING
 LH1425_STAMPING: N 286 RESET 1987
 LH1425_MARK LOGO: NGS   
 LH1425_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1425+STABILITY: SURFACE MOTION
 LH1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1425+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LH1425
 LH1425  HISTORY     - Date     Condition        Report By
 LH1425  HISTORY     - 1987     MONUMENTED       NEDR
 LH1425
 LH1425                          STATION DESCRIPTION
 LH1425
 LH1425'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1987
 LH1425'0.8 KM (0.50 MI) SOUTHWEST ON U.S. HIGHWAY 30, FROM THE OLD RAILROAD
 LH1425'DEPOT IN ALDA, TO A PAVED ROAD ON THE LEFT, THEN LEFT AND SOUTH ALONG
 LH1425'THE PAVED ROAD FOR 5.63 KM (3.50 MI) TO A CURVE WEST, CONTINUE WEST
 LH1425'ALONG THE PAVED ROAD FOR 1.61 KM (1.00 MI) TO A CURVE LEFT AND SOUTH,
 LH1425'CONTINUE SOUTH ALONG THE PAVED ROAD FOR 1.85 KM (1.15 MI) TO THE
 LH1425'JUNCTION WITH INTERSTATE HIGHWAY 80, CONTINUE SOUTH ALONG THE PAVED
 LH1425'ROAD FOR 0.56 KM (0.35 MI)  TO THE MARK ON THE LEFT, SET INTO THE
 LH1425'SOUTHEAST WING OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0475 ***********************************************************************
 LH0475  DESIGNATION -  N 287
 LH0475  PID         -  LH0475
 LH0475  STATE/COUNTY-  NE/BUFFALO
 LH0475  USGS QUAD   -  GIBBON SOUTH (1993)
 LH0475
 LH0475                         *CURRENT SURVEY CONTROL
 LH0475  ___________________________________________________________________
 LH0475* NAD 83(1986)-  40 44 07.     (N)    098 50 43.     (W)     SCALED    
 LH0475* NAVD 88     -       627.384  (meters)    2058.34   (feet)  ADJUSTED  
 LH0475  ___________________________________________________________________
 LH0475  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 LH0475  DYNAMIC HT  -         627.034 (meters)    2057.19  (feet)  COMP
 LH0475  MODELED GRAV-     980,046.5   (mgal)                       NAVD 88
 LH0475
 LH0475  VERT ORDER  -  SECOND    CLASS 0
 LH0475
 LH0475.The horizontal coordinates were scaled from a topographic map and have
 LH0475.an estimated accuracy of +/- 6 seconds.
 LH0475
 LH0475.The orthometric height was determined by differential leveling
 LH0475.and adjusted by the National Geodetic Survey in June 1991..
 LH0475
 LH0475.The geoid height was determined by GEOID03.
 LH0475
 LH0475.The dynamic height is computed by dividing the NAVD 88
 LH0475.geopotential number by the normal gravity value computed on the
 LH0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0475.degrees latitude (g = 980.6199 gals.).
 LH0475
 LH0475.The modeled gravity was interpolated from observed gravity values.
 LH0475
 LH0475;                    North         East    Units  Estimated Accuracy
 LH0475;SPC NE       -   100,790.      597,510.      MT  (+/- 180 meters Scaled)
 LH0475
 LH0475                          SUPERSEDED SURVEY CONTROL
 LH0475
 LH0475  NGVD 29 (??/??/92)  627.126  (m)         2057.50   (f) ADJ UNCH    2 0
 LH0475
 LH0475.Superseded values are not recommended for survey control.
 LH0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0475.See file dsdata.txt to determine how the superseded data were derived.
 LH0475
 LH0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL130093(NAD 83)
 LH0475_MARKER: DB = BENCH MARK DISK
 LH0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0475_STAMPING: N 287 1949
 LH0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0475+STABILITY: SURFACE MOTION
 LH0475
 LH0475  HISTORY     - Date     Condition        Report By
 LH0475  HISTORY     - 1949     MONUMENTED       CGS
 LH0475
 LH0475                          STATION DESCRIPTION
 LH0475
 LH0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0475'0.8 MI S FROM GIBBON.
 LH0475'0.75 MILE SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0475'GIBBON, AT THE FARM HOME OF L.E. WILKENN, 162 FEET EAST OF THE
 LH0475'CENTER LINE OF A NORTH-SOUTH ROAD, 55 FEET NORTH OF THE CENTER
 LH0475'LINE OF A PRIVATE DRIVEWAY, 41.0 FEET SOUTHEAST OF THE NORTHEAST
 LH0475'CORNER OF THE HOUSE, 18.6 FEET NORTHEAST OF THE NORTHEAST CORNER
 LH0475'OF THE GARAGE, 3.0 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE
 LH0475'WINDMILL, 1.8 FEET NORTHWEST OF A FENCE, AND SET IN THE TOP OF A
 LH0475'10-FOOT CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 LH0475'GROUND AND WELDED ON THE END OF AN 8-FOOT SECTION OF REINFORCING
 LH0475'STEEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0504 ***********************************************************************
 LH0504  DESIGNATION -  N 288
 LH0504  PID         -  LH0504
 LH0504  STATE/COUNTY-  NE/KEARNEY
 LH0504  USGS QUAD   -  KENESAW (1969)
 LH0504
 LH0504                         *CURRENT SURVEY CONTROL
 LH0504  ___________________________________________________________________
 LH0504* NAD 83(1986)-  40 36 28.     (N)    098 43 31.     (W)     SCALED    
 LH0504* NAVD 88     -       630.838  (meters)    2069.67   (feet)  ADJUSTED  
 LH0504  ___________________________________________________________________
 LH0504  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 LH0504  DYNAMIC HT  -         630.480 (meters)    2068.50  (feet)  COMP
 LH0504  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 LH0504
 LH0504  VERT ORDER  -  SECOND    CLASS 0
 LH0504
 LH0504.The horizontal coordinates were scaled from a topographic map and have
 LH0504.an estimated accuracy of +/- 6 seconds.
 LH0504
 LH0504.The orthometric height was determined by differential leveling
 LH0504.and adjusted by the National Geodetic Survey in June 1991..
 LH0504
 LH0504.The geoid height was determined by GEOID03.
 LH0504
 LH0504.The dynamic height is computed by dividing the NAVD 88
 LH0504.geopotential number by the normal gravity value computed on the
 LH0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0504.degrees latitude (g = 980.6199 gals.).
 LH0504
 LH0504.The modeled gravity was interpolated from observed gravity values.
 LH0504
 LH0504;                    North         East    Units  Estimated Accuracy
 LH0504;SPC NE       -    86,780.      607,860.      MT  (+/- 180 meters Scaled)
 LH0504
 LH0504                          SUPERSEDED SURVEY CONTROL
 LH0504
 LH0504  NGVD 29 (??/??/92)  630.588  (m)         2068.85   (f) ADJ UNCH    2 0
 LH0504
 LH0504.Superseded values are not recommended for survey control.
 LH0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0504.See file dsdata.txt to determine how the superseded data were derived.
 LH0504
 LH0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK232952(NAD 83)
 LH0504_MARKER: DB = BENCH MARK DISK
 LH0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0504_STAMPING: N 288 1949
 LH0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0504+STABILITY: SURFACE MOTION
 LH0504
 LH0504  HISTORY     - Date     Condition        Report By
 LH0504  HISTORY     - 1949     MONUMENTED       CGS
 LH0504
 LH0504                          STATION DESCRIPTION
 LH0504
 LH0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0504'6.1 MI S FROM DENMAN.
 LH0504'5.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0504'AT DENMAN, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, AT
 LH0504'THE FARM HOME OF J.P. GALLAGHER, 234 FEET SOUTH OF THE CENTER
 LH0504'LINE OF AN EAST-WEST ROAD, 60 FEET WEST OF THE CENTER LINE OF
 LH0504'A NORTH-SOUTH ROAD, 24.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LH0504'OF THE HOUSE, 37 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 LH0504'DRIVEWAY, 1.0 FOOT SOUTHEAST OF A FENCE, AND SET IN THE TOP OF
 LH0504'A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0470 ***********************************************************************
 LH0470  DESIGNATION -  N 289 RESET
 LH0470  PID         -  LH0470
 LH0470  STATE/COUNTY-  NE/BUFFALO
 LH0470  USGS QUAD   -  NEWARK (1993)
 LH0470
 LH0470                         *CURRENT SURVEY CONTROL
 LH0470  ___________________________________________________________________
 LH0470* NAD 83(1986)-  40 40 27.     (N)    098 57 03.     (W)     SCALED    
 LH0470* NAVD 88     -       638.13   (meters)    2093.6    (feet)  RESET     
 LH0470  ___________________________________________________________________
 LH0470  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH0470
 LH0470  VERT ORDER  -  THIRD
 LH0470
 LH0470.The horizontal coordinates were scaled from a topographic map and have
 LH0470.an estimated accuracy of +/- 6 seconds.
 LH0470
 LH0470.The orthometric height was computed from unverified reset data.
 LH0470
 LH0470.The geoid height was determined by GEOID03.
 LH0470
 LH0470;                    North         East    Units  Estimated Accuracy
 LH0470;SPC NE       -    93,900.      588,680.      MT  (+/- 180 meters Scaled)
 LH0470
 LH0470                          SUPERSEDED SURVEY CONTROL
 LH0470
 LH0470  NGVD 29 (??/??/??)  637.87   (m)         2092.7    (f) RESET       3  
 LH0470
 LH0470.Superseded values are not recommended for survey control.
 LH0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0470.See file dsdata.txt to determine how the superseded data were derived.
 LH0470
 LH0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL041025(NAD 83)
 LH0470_MARKER: DB = BENCH MARK DISK
 LH0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0470_STAMPING: N 289 RESET 1964
 LH0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0470+STABILITY: SURFACE MOTION
 LH0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0470+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 LH0470
 LH0470  HISTORY     - Date     Condition        Report By
 LH0470  HISTORY     - 1964     MONUMENTED       LOCENG
 LH0470  HISTORY     - 19991124 MARK NOT FOUND   NEDR
 LH0470  HISTORY     - 20060512 GOOD             NEDR
 LH0470
 LH0470                          STATION DESCRIPTION
 LH0470
 LH0470'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 LH0470'11 MI NE FROM KEARNEY.
 LH0470'ABOUT 7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE MONUMENT
 LH0470'AT THE JUNCTION OF U.S. HIGHWAY AND STATE HIGHWAY 10 AT KEARNEY,
 LH0470'THENCE 3.55 MILES SOUTH, 70 FEET WEST OF THE CENTERLINE OF
 LH0470'NORTH-SOUTH RECONSTRUCTED HIGHWAY 10 NORTH OF MINDEN, 44 FEET
 LH0470'SOUTH OF THE CENTERLINE OF A T ROAD LEADING WEST, 12 FEET SOUTH
 LH0470'OF A FENCE CORNER POST, 1 FOOT EAST OF A FENCE AND SET IN THE
 LH0470'TOP OF A 3.0 FOOT CREAM CAN FILLED WITH CONCRETE PROJECTING 0.3
 LH0470'FEET ABOVE THE GROUND.  NOTE-- USE WITH CAUTION.
 LH0470
 LH0470                          STATION RECOVERY (1999)
 LH0470
 LH0470'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (DL)
 LH0470'MARK NOT FOUND.
 LH0470
 LH0470                          STATION RECOVERY (2006)
 LH0470
 LH0470'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0851 ***********************************************************************
 MK0851  DESIGNATION -  N 290
 MK0851  PID         -  MK0851
 MK0851  STATE/COUNTY-  NE/SAUNDERS
 MK0851  USGS QUAD   -  ASHLAND EAST (1983)
 MK0851
 MK0851                         *CURRENT SURVEY CONTROL
 MK0851  ___________________________________________________________________
 MK0851* NAD 83(1986)-  41 01 47.     (N)    096 21 15.     (W)     SCALED    
 MK0851* NAVD 88     -       363.624  (meters)    1192.99   (feet)  ADJUSTED  
 MK0851  ___________________________________________________________________
 MK0851  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 MK0851  DYNAMIC HT  -         363.476 (meters)    1192.50  (feet)  COMP
 MK0851  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 MK0851
 MK0851  VERT ORDER  -  SECOND    CLASS 0
 MK0851
 MK0851.The horizontal coordinates were scaled from a topographic map and have
 MK0851.an estimated accuracy of +/- 6 seconds.
 MK0851
 MK0851.The orthometric height was determined by differential leveling
 MK0851.and adjusted by the National Geodetic Survey in June 1991..
 MK0851
 MK0851.The geoid height was determined by GEOID03.
 MK0851
 MK0851.The dynamic height is computed by dividing the NAVD 88
 MK0851.geopotential number by the normal gravity value computed on the
 MK0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0851.degrees latitude (g = 980.6199 gals.).
 MK0851
 MK0851.The modeled gravity was interpolated from observed gravity values.
 MK0851
 MK0851;                    North         East    Units  Estimated Accuracy
 MK0851;SPC NE       -   139,290.      806,420.      MT  (+/- 180 meters Scaled)
 MK0851
 MK0851                          SUPERSEDED SURVEY CONTROL
 MK0851
 MK0851  NGVD 29 (??/??/92)  363.521  (m)         1192.65   (f) ADJ UNCH    2 0
 MK0851
 MK0851.Superseded values are not recommended for survey control.
 MK0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0851.See file dsdata.txt to determine how the superseded data were derived.
 MK0851
 MK0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL224454(NAD 83)
 MK0851_MARKER: DB = BENCH MARK DISK
 MK0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0851_STAMPING: N 290 1950
 MK0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0851+STABILITY: SURFACE MOTION
 MK0851
 MK0851  HISTORY     - Date     Condition        Report By
 MK0851  HISTORY     - 1950     MONUMENTED       CGS
 MK0851
 MK0851                          STATION DESCRIPTION
 MK0851
 MK0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0851'1 MI SE FROM ASHLAND.
 MK0851'0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE LINCOLN WATER
 MK0851'WORKS AT ASHLAND, THENCE 0.7 MILE SOUTHEAST ALONG A GRAVELED ROAD,
 MK0851'AT THE FARMHOUSE OF EMMETT BAIRD, 151 FEET SOUTH OF THE CENTER LINE
 MK0851'OF THE ROAD, 13 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 MK0851'17 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE, 4
 MK0851'FEET NORTHEAST OF A FENCE CORNER, 1.5 FEET EAST OF A FENCE, SET
 MK0851'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 MK0851'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1196 ***********************************************************************
 ML1196  DESIGNATION -  N 291 RESET
 ML1196  PID         -  ML1196
 ML1196  STATE/COUNTY-  NE/BUFFALO
 ML1196  USGS QUAD   -  RAVENNA (1953)
 ML1196
 ML1196                         *CURRENT SURVEY CONTROL
 ML1196  ___________________________________________________________________
 ML1196* NAD 83(1986)-  41 01 05.     (N)    098 57 01.     (W)     SCALED    
 ML1196* NAVD 88     -       620.81   (meters)    2036.8    (feet)  RESET     
 ML1196  ___________________________________________________________________
 ML1196  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ML1196
 ML1196  VERT ORDER  -  THIRD
 ML1196
 ML1196.The horizontal coordinates were scaled from a topographic map and have
 ML1196.an estimated accuracy of +/- 6 seconds.
 ML1196
 ML1196.The orthometric height was computed from unverified reset data.
 ML1196.No vertical observational check was made to the station.
 ML1196
 ML1196.The geoid height was determined by GEOID03.
 ML1196
 ML1196;                    North         East    Units  Estimated Accuracy
 ML1196;SPC NE       -   132,070.      588,270.      MT  (+/- 180 meters Scaled)
 ML1196
 ML1196                          SUPERSEDED SURVEY CONTROL
 ML1196
 ML1196  NGVD 29 (08/02/06)  620.57   (m)         2036.0    (f) RESET       3  
 ML1196
 ML1196.Superseded values are not recommended for survey control.
 ML1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1196.See file dsdata.txt to determine how the superseded data were derived.
 ML1196
 ML1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL041407(NAD 83)
 ML1196_MARKER: DB = BENCH MARK DISK
 ML1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1196_SP_SET: CONCRETE POST
 ML1196_STAMPING: N 291 RESET 1988
 ML1196_MARK LOGO: NGS   
 ML1196_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ML1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1196+STABILITY: SURFACE MOTION
 ML1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1196+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ML1196
 ML1196  HISTORY     - Date     Condition        Report By
 ML1196  HISTORY     - 1988     MONUMENTED       NGS
 ML1196
 ML1196                          STATION DESCRIPTION
 ML1196
 ML1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ML1196'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 68, AT
 ML1196'RAVENNA, GO WEST ON HIGHWAY 2 FOR 3.21 KM (2.00 MI) TO A PAVED ROAD
 ML1196'ON THE LEFT AND THE MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 ML1196'THE DISK IS SET INTO THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT
 ML1196'IS FLUSH WITH THE GROUND.  IT IS 20.4 M (66.9 FT) SOUTH FROM THE
 ML1196'CENTERLINE OF THE HIGHWAY, 22.1 M (72.5 FT) WEST FROM THE CENTERLINE
 ML1196'OF THE PAVED ROAD, 0.34 M (1.1 FT) EAST FROM A WITNESS POST AND IS AT
 ML1196'THE SOUTH RIGHT-OF-WAY FENCE.  A LENGTH OF REBAR WAS DRIVEN ALONG THE
 ML1196'NORTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0514 ***********************************************************************
 LH0514  DESIGNATION -  N 292
 LH0514  PID         -  LH0514
 LH0514  STATE/COUNTY-  NE/BUFFALO
 LH0514  USGS QUAD   -  KEARNEY (1983)
 LH0514
 LH0514                         *CURRENT SURVEY CONTROL
 LH0514  ___________________________________________________________________
 LH0514* NAD 83(1986)-  40 43 30.     (N)    099 00 47.     (W)     SCALED    
 LH0514* NAVD 88     -       649.185  (meters)    2129.87   (feet)  ADJUSTED  
 LH0514  ___________________________________________________________________
 LH0514  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 LH0514  DYNAMIC HT  -         648.822 (meters)    2128.68  (feet)  COMP
 LH0514  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 LH0514
 LH0514  VERT ORDER  -  FIRST     CLASS II
 LH0514
 LH0514.This mark is at Kearney Municipal Airport (EAR)
 LH0514
 LH0514.The horizontal coordinates were scaled from a topographic map and have
 LH0514.an estimated accuracy of +/- 6 seconds.
 LH0514
 LH0514.The orthometric height was determined by differential leveling
 LH0514.and adjusted by the National Geodetic Survey in May 1993..
 LH0514
 LH0514.The geoid height was determined by GEOID03.
 LH0514
 LH0514.The dynamic height is computed by dividing the NAVD 88
 LH0514.geopotential number by the normal gravity value computed on the
 LH0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0514.degrees latitude (g = 980.6199 gals.).
 LH0514
 LH0514.The modeled gravity was interpolated from observed gravity values.
 LH0514
 LH0514;                    North         East    Units  Estimated Accuracy
 LH0514;SPC NE       -    99,480.      583,360.      MT  (+/- 180 meters Scaled)
 LH0514
 LH0514                          SUPERSEDED SURVEY CONTROL
 LH0514
 LH0514  NAVD 88 (06/15/91)  649.162  (m)         2129.79   (f) UNKNOWN     1 2
 LH0514  NGVD 29 (02/14/92)  648.921  (m)         2129.00   (f) ADJUSTED    1 2
 LH0514
 LH0514.Superseded values are not recommended for survey control.
 LH0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0514.See file dsdata.txt to determine how the superseded data were derived.
 LH0514
 LH0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML988082(NAD 83)
 LH0514_MARKER: DB = BENCH MARK DISK
 LH0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0514_SP_SET: CONCRETE POST
 LH0514_STAMPING: N 292 1949
 LH0514_MARK LOGO: CGS   
 LH0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0514+STABILITY: SURFACE MOTION
 LH0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0514+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 LH0514
 LH0514  HISTORY     - Date     Condition        Report By
 LH0514  HISTORY     - 1949     MONUMENTED       CGS
 LH0514  HISTORY     - 1971     GOOD             NGS
 LH0514  HISTORY     - 19910925 GOOD             NGS
 LH0514  HISTORY     - 20050308 GOOD             NEDR
 LH0514
 LH0514                          STATION DESCRIPTION
 LH0514
 LH0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0514'4.5 MI E FROM KEARNEY.
 LH0514'3.5 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE MONUMENT AT THE
 LH0514'JUNCTION OF U.S. HIGHWAY NO. 30 AND STATE HIGHWAY NO. 10 AT
 LH0514'KEARNEY, THENCE 1.0 MILE NORTH INTO THE KEARNEY ARMY AIR BASE,
 LH0514'ON THE EAST SIDE OF THE CONTROL TOWER, 62 FEET WEST OF THE
 LH0514'CENTER OF A FIRE HYDRANT, 24 FEET SOUTHWEST OF THE OUTSIDE
 LH0514'CORNER OF A TURN IN A SIDEWALK, 12.4 FEET NORTH OF THE SOUTHEAST
 LH0514'LEG OF THE TOWER, 11 FEET SOUTH OF THE NORTHEAST LEG OF THE
 LH0514'TOWER, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 LH0514'AND LEVEL WITH THE GROUND.  NOTE-- KEARNEY ARMY AIR BASE IS
 LH0514'NOW KEARNEY MUNICIPAL AIRPORT AND THE CONTROL TOWER MENTIONED
 LH0514'ABOVE HAS BEEN DISMANTELED.
 LH0514
 LH0514                          STATION RECOVERY (1971)
 LH0514
 LH0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LH0514'RECOVERED IN GOOD CONDITION.
 LH0514
 LH0514                          STATION RECOVERY (1991)
 LH0514
 LH0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0514'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0514'STATE HIGHWAY 44 IN KEARNEY, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG
 LH0514'THE KEARNEY MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI)
 LH0514'EASTERLY ALONG A ROAD LEADING TO PETERSON AVIATION, 66.1 M (216.9 FT)
 LH0514'NORTHWEST OF THE NORTHWEST CORNER OF PETERSON AVIATION, 63.9 M (209.6
 LH0514'FT) NORTH OF THE ROAD CENTER, 58.0 M (190.3 FT) SOUTHEAST OF THE
 LH0514'SOUTHEAST CORNER OF RODGERS HELICOPTER SERVICE, 34.8 M (114.2 FT)
 LH0514'SOUTH-SOUTHEAST OF A CHAIN-LINK FENCE CORNER, 18.5 M (60.7 FT) WEST
 LH0514'OF A FIRE HYDRANT, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE
 LH0514'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THERE IS A 12-INCH
 LH0514'GALVANIZED PIPE SURROUNDING THE MONUMENT THAT PROJECTS 2.0 FEET.
 LH0514
 LH0514                          STATION RECOVERY (2005)
 LH0514
 LH0514'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0618 ***********************************************************************
 LH0618  DESIGNATION -  N 293
 LH0618  PID         -  LH0618
 LH0618  STATE/COUNTY-  NE/BUFFALO
 LH0618  USGS QUAD   -  PLEASANTON NW (1962)
 LH0618
 LH0618                         *CURRENT SURVEY CONTROL
 LH0618  ___________________________________________________________________
 LH0618* NAD 83(1986)-  40 57 34.     (N)    099 14 09.     (W)     SCALED    
 LH0618* NAVD 88     -       689.372  (meters)    2261.71   (feet)  ADJUSTED  
 LH0618  ___________________________________________________________________
 LH0618  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 LH0618  DYNAMIC HT  -         688.992 (meters)    2260.47  (feet)  COMP
 LH0618  MODELED GRAV-     980,050.5   (mgal)                       NAVD 88
 LH0618
 LH0618  VERT ORDER  -  SECOND    CLASS 0
 LH0618
 LH0618.The horizontal coordinates were scaled from a topographic map and have
 LH0618.an estimated accuracy of +/- 6 seconds.
 LH0618
 LH0618.The orthometric height was determined by differential leveling
 LH0618.and adjusted by the National Geodetic Survey in June 1991..
 LH0618
 LH0618.The geoid height was determined by GEOID03.
 LH0618
 LH0618.The dynamic height is computed by dividing the NAVD 88
 LH0618.geopotential number by the normal gravity value computed on the
 LH0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0618.degrees latitude (g = 980.6199 gals.).
 LH0618
 LH0618.The modeled gravity was interpolated from observed gravity values.
 LH0618
 LH0618;                    North         East    Units  Estimated Accuracy
 LH0618;SPC NE       -   125,310.      564,310.      MT  (+/- 180 meters Scaled)
 LH0618
 LH0618                          SUPERSEDED SURVEY CONTROL
 LH0618
 LH0618  NGVD 29 (??/??/92)  689.122  (m)         2260.89   (f) ADJ UNCH    2 0
 LH0618
 LH0618.Superseded values are not recommended for survey control.
 LH0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0618.See file dsdata.txt to determine how the superseded data were derived.
 LH0618
 LH0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML801342(NAD 83)
 LH0618_MARKER: DB = BENCH MARK DISK
 LH0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0618_STAMPING: N 293 1949
 LH0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0618+STABILITY: SURFACE MOTION
 LH0618
 LH0618  HISTORY     - Date     Condition        Report By
 LH0618  HISTORY     - 1949     MONUMENTED       CGS
 LH0618
 LH0618                          STATION DESCRIPTION
 LH0618
 LH0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0618'9.9 MI N FROM AMHERST.
 LH0618'8.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0618'AMHERST, THENCE 1.0 MILE EAST ALONG A COUNTY ROAD, AT THE
 LH0618'NORTHEAST CORNER OF SECTION 3, T. 11 N., R. 17 W., IN THE
 LH0618'SOUTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 109 FEET SOUTHEAST
 LH0618'OF A TELEPHONE POLE ON THE NORTH SIDE OF THE ROAD, 98 FEET WEST
 LH0618'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 71 FEET WEST OF A
 LH0618'CORNER FENCE POST, 36 FEET SOUTH OF THE CENTER LINE OF THE
 LH0618'EAST-WEST ROAD, 0.8 FOOT NORTH OF A FENCE, 1.6 FEET EAST OF A
 LH0618'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0618'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 LH0618'BENCH MARK IS LOCATED 1.0 MILE WEST OF BENCH MARK P 293.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0647 ***********************************************************************
 LH0647  DESIGNATION -  N 294
 LH0647  PID         -  LH0647
 LH0647  STATE/COUNTY-  NE/BUFFALO
 LH0647  USGS QUAD   -  PLEASANTON SE (1974)
 LH0647
 LH0647                         *CURRENT SURVEY CONTROL
 LH0647  ___________________________________________________________________
 LH0647* NAD 83(1986)-  40 52 22.     (N)    099 05 55.     (W)     SCALED    
 LH0647* NAVD 88     -       693.926  (meters)    2276.66   (feet)  ADJUSTED  
 LH0647  ___________________________________________________________________
 LH0647  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 LH0647  DYNAMIC HT  -         693.546 (meters)    2275.41  (feet)  COMP
 LH0647  MODELED GRAV-     980,053.5   (mgal)                       NAVD 88
 LH0647
 LH0647  VERT ORDER  -  SECOND    CLASS 0
 LH0647
 LH0647.The horizontal coordinates were scaled from a topographic map and have
 LH0647.an estimated accuracy of +/- 6 seconds.
 LH0647
 LH0647.The orthometric height was determined by differential leveling
 LH0647.and adjusted by the National Geodetic Survey in June 1991..
 LH0647
 LH0647.The geoid height was determined by GEOID03.
 LH0647
 LH0647.The dynamic height is computed by dividing the NAVD 88
 LH0647.geopotential number by the normal gravity value computed on the
 LH0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0647.degrees latitude (g = 980.6199 gals.).
 LH0647
 LH0647.The modeled gravity was interpolated from observed gravity values.
 LH0647
 LH0647;                    North         East    Units  Estimated Accuracy
 LH0647;SPC NE       -   115,800.      575,960.      MT  (+/- 180 meters Scaled)
 LH0647
 LH0647                          SUPERSEDED SURVEY CONTROL
 LH0647
 LH0647  NGVD 29 (??/??/92)  693.684  (m)         2275.86   (f) ADJ UNCH    2 0
 LH0647
 LH0647.Superseded values are not recommended for survey control.
 LH0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0647.See file dsdata.txt to determine how the superseded data were derived.
 LH0647
 LH0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML916246(NAD 83)
 LH0647_MARKER: DB = BENCH MARK DISK
 LH0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0647_STAMPING: N 294 1949
 LH0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0647+STABILITY: SURFACE MOTION
 LH0647
 LH0647  HISTORY     - Date     Condition        Report By
 LH0647  HISTORY     - 1949     MONUMENTED       CGS
 LH0647
 LH0647                          STATION DESCRIPTION
 LH0647
 LH0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0647'7 MI S FROM PLEASANTON.
 LH0647'6.3 MILES SOUTH ALONG STATE HIGHWAY NO. 10 FROM THE POST OFFICE
 LH0647'AT PLEASANTON, THENCE 0.7 MILE WEST ALONG A COUNTY ROAD, 0.7
 LH0647'MILE WEST OF STATE HIGHWAY NO. 10, 0.3 MILE EAST OF THE SOUTHWEST
 LH0647'CORNER OF SECTION 35, T. 11 N., R. 16 W., ALONG THE SOUTH EDGE
 LH0647'OF A CULTIVATED FIELD, 31 FEET NORTH OF THE CENTER LINE OF THE
 LH0647'ROAD, 4.5 FEET WEST OF A CORNER FENCE POST, 1.6 FEET EAST OF A
 LH0647'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0647'OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0568 ***********************************************************************
 LH0568  DESIGNATION -  N 295 RESET
 LH0568  PID         -  LH0568
 LH0568  STATE/COUNTY-  NE/BUFFALO
 LH0568  USGS QUAD   -  MILLER SW (1983)
 LH0568
 LH0568                         *CURRENT SURVEY CONTROL
 LH0568  ___________________________________________________________________
 LH0568* NAD 83(1986)-  40 48 58.     (N)    099 23 17.     (W)     SCALED    
 LH0568* NAVD 88     -       744.16   (meters)    2441.5    (feet)  RESET     
 LH0568  ___________________________________________________________________
 LH0568  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 LH0568
 LH0568  VERT ORDER  -  THIRD
 LH0568
 LH0568.The horizontal coordinates were scaled from a topographic map and have
 LH0568.an estimated accuracy of +/- 6 seconds.
 LH0568
 LH0568.The orthometric height was computed from unverified reset data.
 LH0568
 LH0568.The geoid height was determined by GEOID03.
 LH0568
 LH0568;                    North         East    Units  Estimated Accuracy
 LH0568;SPC NE       -   109,300.      551,620.      MT  (+/- 180 meters Scaled)
 LH0568
 LH0568                          SUPERSEDED SURVEY CONTROL
 LH0568
 LH0568  NGVD 29 (08/02/06)  743.89   (m)         2440.6    (f) RESET       3  
 LH0568
 LH0568.Superseded values are not recommended for survey control.
 LH0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0568.See file dsdata.txt to determine how the superseded data were derived.
 LH0568
 LH0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML672184(NAD 83)
 LH0568_MARKER: DB = BENCH MARK DISK
 LH0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0568_STAMPING: N 295 RESET 1964
 LH0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0568+STABILITY: SURFACE MOTION
 LH0568
 LH0568  HISTORY     - Date     Condition        Report By
 LH0568  HISTORY     - 1964     MONUMENTED       NEDR
 LH0568
 LH0568                          STATION DESCRIPTION
 LH0568
 LH0568'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1964
 LH0568'7.7 MI SW FROM AMHERST.
 LH0568'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0568'RAILROAD STATION AT AMHERST, THENCE 1.6 MILES SOUTH ALONG A
 LH0568'COUNTY ROAD, THENCE 6.0 MILES WEST ALONG A COUNTY ROAD, ON THE.
 LH0568'SIDE OF A HILL SLOPING DOWN TO THE SOUTH, 66 FEET SOUTH OF THE
 LH0568'CENTERLINE OF THE ROAD, ALONG THE POWER LINE, 117 FEET NORTH
 LH0568'OF A CONSUMERS PUBLIC POWER CO. POLE, 1 FOOT EAST OF THE WEST
 LH0568'RIGHT-OF-WAY LINE OF STATE PROJECT F-483 (1) AT STATION 441+98,
 LH0568'1 FOOT SOUTH OF A 4 IN BY 4 IN REFERENCE POST, AN SET IN THE TOP
 LH0568'OF A 10 INCH SQUARE CONCRETE POST AND PROJECTING ABOUT 4 INCHES.
 LH0568'LOCATED ON THE EAST SIDE OF SECTION 29, T 10 N, R 18 W
 LH0568'(IN THE FAR NE CORNER OF SECTION 29)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1735 ***********************************************************************
 MK1735  DESIGNATION -  N 296
 MK1735  PID         -  MK1735
 MK1735  STATE/COUNTY-  NE/CASS
 MK1735  USGS QUAD   -  SPRINGFIELD (1975)
 MK1735
 MK1735                         *CURRENT SURVEY CONTROL
 MK1735  ___________________________________________________________________
 MK1735* NAD 83(1986)-  41 00 06.     (N)    096 08 23.     (W)     SCALED    
 MK1735* NAVD 88     -       361.812  (meters)    1187.04   (feet)  ADJUSTED  
 MK1735  ___________________________________________________________________
 MK1735  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 MK1735  DYNAMIC HT  -         361.666 (meters)    1186.57  (feet)  COMP
 MK1735  MODELED GRAV-     980,208.9   (mgal)                       NAVD 88
 MK1735
 MK1735  VERT ORDER  -  SECOND    CLASS 0
 MK1735
 MK1735.The horizontal coordinates were scaled from a topographic map and have
 MK1735.an estimated accuracy of +/- 6 seconds.
 MK1735
 MK1735.The orthometric height was determined by differential leveling
 MK1735.and adjusted by the National Geodetic Survey in June 1991..
 MK1735
 MK1735.The geoid height was determined by GEOID03.
 MK1735
 MK1735.The dynamic height is computed by dividing the NAVD 88
 MK1735.geopotential number by the normal gravity value computed on the
 MK1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1735.degrees latitude (g = 980.6199 gals.).
 MK1735
 MK1735.The modeled gravity was interpolated from observed gravity values.
 MK1735
 MK1735;                    North         East    Units  Estimated Accuracy
 MK1735;SPC NE       -   136,960.      824,570.      MT  (+/- 180 meters Scaled)
 MK1735
 MK1735                          SUPERSEDED SURVEY CONTROL
 MK1735
 MK1735  NGVD 29 (??/??/92)  361.717  (m)         1186.73   (f) ADJ UNCH    2 0
 MK1735
 MK1735.Superseded values are not recommended for survey control.
 MK1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1735.See file dsdata.txt to determine how the superseded data were derived.
 MK1735
 MK1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL405428(NAD 83)
 MK1735_MARKER: DB = BENCH MARK DISK
 MK1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1735_STAMPING: N 296 1949
 MK1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1735+STABILITY: SURFACE MOTION
 MK1735
 MK1735  HISTORY     - Date     Condition        Report By
 MK1735  HISTORY     - 1949     MONUMENTED       CGS
 MK1735  HISTORY     - 1964     GOOD             USGS
 MK1735
 MK1735                          STATION DESCRIPTION
 MK1735
 MK1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK1735'1.1 MI E FROM LOUISVILLE.
 MK1735'0.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 MK1735'STATION AT LOUISVILLE, THENCE 1.0 MILE EAST ALONG THE
 MK1735'LOUISVILLE-PLATTSMOUTH ROAD, AT THE JUNCTION OF A GRAVELED ROAD
 MK1735'LEADING SOUTH, SET IN THE SOUTHEAST CORNER OF A GAME RESERVE, 38
 MK1735'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING NORTH,
 MK1735'28 FEET NORTH OF THE CENTER LINE OF THE LOUISVILLE-PLATTSMOUTH
 MK1735'ROAD, 7.0 FEET WEST OF A POWER LINE POLE WHICH IS THE
 MK1735'INTERSECTION POLE OF TWO POWER LINES, 1.3 FEET EAST OF A REFERENCE
 MK1735'POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST PROJECTING
 MK1735'0.5 FOOT ABOVE THE GROUND.  NOTE-- NEAR CORNER SECS. 13, 14,
 MK1735'23 AND 24, T12N, R11E.
 MK1735
 MK1735                          STATION RECOVERY (1964)
 MK1735
 MK1735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MK1735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0752 ***********************************************************************
 MK0752  DESIGNATION -  N 297
 MK0752  PID         -  MK0752
 MK0752  STATE/COUNTY-  NE/SAUNDERS
 MK0752  USGS QUAD   -  ASHLAND WEST (1969)
 MK0752
 MK0752                         *CURRENT SURVEY CONTROL
 MK0752  ___________________________________________________________________
 MK0752* NAD 83(1986)-  41 05 21.     (N)    096 24 18.     (W)     SCALED    
 MK0752* NAVD 88     -       339.233  (meters)    1112.97   (feet)  ADJUSTED  
 MK0752  ___________________________________________________________________
 MK0752  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 MK0752  DYNAMIC HT  -         339.092 (meters)    1112.50  (feet)  COMP
 MK0752  MODELED GRAV-     980,198.5   (mgal)                       NAVD 88
 MK0752
 MK0752  VERT ORDER  -  SECOND    CLASS 0
 MK0752
 MK0752.The horizontal coordinates were scaled from a topographic map and have
 MK0752.an estimated accuracy of +/- 6 seconds.
 MK0752
 MK0752.The orthometric height was determined by differential leveling
 MK0752.and adjusted by the National Geodetic Survey in June 1991..
 MK0752
 MK0752.The geoid height was determined by GEOID03.
 MK0752
 MK0752.The dynamic height is computed by dividing the NAVD 88
 MK0752.geopotential number by the normal gravity value computed on the
 MK0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0752.degrees latitude (g = 980.6199 gals.).
 MK0752
 MK0752.The modeled gravity was interpolated from observed gravity values.
 MK0752
 MK0752;                    North         East    Units  Estimated Accuracy
 MK0752;SPC NE       -   145,710.      801,880.      MT  (+/- 180 meters Scaled)
 MK0752
 MK0752                          SUPERSEDED SURVEY CONTROL
 MK0752
 MK0752  NGVD 29 (??/??/92)  339.123  (m)         1112.61   (f) ADJ UNCH    2 0
 MK0752
 MK0752.Superseded values are not recommended for survey control.
 MK0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0752.See file dsdata.txt to determine how the superseded data were derived.
 MK0752
 MK0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL179519(NAD 83)
 MK0752_MARKER: DB = BENCH MARK DISK
 MK0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0752_STAMPING: N 297 1950
 MK0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0752+STABILITY: SURFACE MOTION
 MK0752
 MK0752  HISTORY     - Date     Condition        Report By
 MK0752  HISTORY     - 1950     MONUMENTED       CGS
 MK0752  HISTORY     - 1968     MARK NOT FOUND   USGS
 MK0752  HISTORY     - 1984     GOOD             LOCSUR
 MK0752
 MK0752                          STATION DESCRIPTION
 MK0752
 MK0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0752'1.8 MI SE FROM MEMPHIS.
 MK0752'0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MEMPHIS,
 MK0752'THENCE 1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 63, AT A ROAD
 MK0752'INTERSECTION, 118 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MK0752'86 FEET NORTH OF A POWER LINE POLE, 60 FEET EAST OF THE 1ST
 MK0752'TELEPHONE POLE NORTH OF THE ROAD INTERSECTION, 32 FEET EAST OF
 MK0752'THE CENTER LINE OF A NORTH-SOUTH ROAD, 0.8 FOOT WEST OF A FENCE,
 MK0752'1.3 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 MK0752'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MK0752
 MK0752                          STATION RECOVERY (1968)
 MK0752
 MK0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MK0752'MARK NOT FOUND.
 MK0752
 MK0752                          STATION RECOVERY (1984)
 MK0752
 MK0752'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0758 ***********************************************************************
 MK0758  DESIGNATION -  N 298
 MK0758  PID         -  MK0758
 MK0758  STATE/COUNTY-  NE/SAUNDERS
 MK0758  USGS QUAD   -  ASHLAND WEST (1969)
 MK0758
 MK0758                         *CURRENT SURVEY CONTROL
 MK0758  ___________________________________________________________________
 MK0758* NAD 83(1995)-  41 07 29.51452(N)    096 27 50.58254(W)     ADJUSTED  
 MK0758* NAVD 88     -       350.094  (meters)    1148.60   (feet)  ADJUSTED  
 MK0758  ___________________________________________________________________
 MK0758  X           -    -541,703.084 (meters)                     COMP
 MK0758  Y           -  -4,781,136.139 (meters)                     COMP
 MK0758  Z           -   4,173,091.531 (meters)                     COMP
 MK0758  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 MK0758  ELLIP HEIGHT-         323.49  (meters)          (03/30/05) GPS OBS
 MK0758  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 MK0758  DYNAMIC HT  -         349.944 (meters)    1148.11  (feet)  COMP
 MK0758  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 MK0758
 MK0758  HORZ ORDER  -  B
 MK0758  VERT ORDER  -  SECOND    CLASS 0
 MK0758  ELLP ORDER  -  THIRD     CLASS I
 MK0758
 MK0758.The horizontal coordinates were established by GPS observations
 MK0758.and adjusted by the National Geodetic Survey in March 2005..
 MK0758
 MK0758.The orthometric height was determined by differential leveling
 MK0758.and adjusted by the National Geodetic Survey in June 1991..
 MK0758
 MK0758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK0758
 MK0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK0758
 MK0758.The ellipsoidal height was determined by GPS observations
 MK0758.and is referenced to NAD 83.
 MK0758
 MK0758.The geoid height was determined by GEOID03.
 MK0758
 MK0758.The dynamic height is computed by dividing the NAVD 88
 MK0758.geopotential number by the normal gravity value computed on the
 MK0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0758.degrees latitude (g = 980.6199 gals.).
 MK0758
 MK0758.The modeled gravity was interpolated from observed gravity values.
 MK0758
 MK0758;                    North         East     Units Scale Factor Converg.
 MK0758;SPC NE       -   149,462.708   796,758.009   MT  0.99968057   +2 20 35.7
 MK0758;UTM  14      - 4,555,718.074   712,883.719   MT  1.00015780   +1 40 06.7
 MK0758
 MK0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0758!SPC NE       -   0.99994926  x   0.99968057  =   0.99962985
 MK0758!UTM  14      -   0.99994926  x   1.00015780  =   1.00010705
 MK0758
 MK0758                          SUPERSEDED SURVEY CONTROL
 MK0758
 MK0758  NAVD 88 (03/30/05)  350.09   (m)         1148.6    (f) LEVELING    3  
 MK0758  NGVD 29 (??/??/92)  349.976  (m)         1148.21   (f) ADJ UNCH    2 0
 MK0758
 MK0758.Superseded values are not recommended for survey control.
 MK0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0758.See file dsdata.txt to determine how the superseded data were derived.
 MK0758
 MK0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1288455718(NAD 83)
 MK0758_MARKER: DB = BENCH MARK DISK
 MK0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0758_STAMPING: N 298 1950
 MK0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0758+STABILITY: SURFACE MOTION
 MK0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0758+SATELLITE: SATELLITE OBSERVATIONS - 2002
 MK0758
 MK0758  HISTORY     - Date     Condition        Report By
 MK0758  HISTORY     - 1950     MONUMENTED       CGS
 MK0758  HISTORY     - 1984     GOOD             LOCSUR
 MK0758  HISTORY     - 2002     GOOD             NEDR
 MK0758
 MK0758                          STATION DESCRIPTION
 MK0758
 MK0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0758'4.4 MI NW FROM MEMPHIS.
 MK0758'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0758'MEMPHIS, THENCE 1.05 MILES WEST ALONG A GRAVELED ROAD, THENCE
 MK0758'2.0 MILES NORTH ALONG A DIRT ROAD, THENCE 0.5 MILE WEST ALONG
 MK0758'A DIRT ROAD, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, 200 FEET
 MK0758'NORTHWEST OF THE TOP OF A HILL, 63 FEET WEST OF THE CENTER
 MK0758'LINE OF THE ROAD, 0.5 MILE SOUTH OF THE CENTER LINE OF STATE
 MK0758'HIGHWAY 63, 0.7 FOOT SOUTH OF A FENCE, 2.4 FEET WEST OF A WITNESS
 MK0758'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK0758'ABOVE THE GROUND.  THIS MARK IS 0.5 MILE SOUTH OF BENCH MARK
 MK0758'P 298.
 MK0758
 MK0758                          STATION RECOVERY (1984)
 MK0758
 MK0758'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0758'RECOVERED IN GOOD CONDITION.
 MK0758
 MK0758                          STATION RECOVERY (2002)
 MK0758
 MK0758'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MK0758'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0747 ***********************************************************************
 MK0747  DESIGNATION -  N 299
 MK0747  PID         -  MK0747
 MK0747  STATE/COUNTY-  NE/SAUNDERS
 MK0747  USGS QUAD   -  MEAD (1981)
 MK0747
 MK0747                         *CURRENT SURVEY CONTROL
 MK0747  ___________________________________________________________________
 MK0747* NAD 83(1986)-  41 13 10.     (N)    096 25 43.     (W)     SCALED    
 MK0747* NAVD 88     -       387.056  (meters)    1269.87   (feet)  ADJUSTED  
 MK0747  ___________________________________________________________________
 MK0747  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 MK0747  DYNAMIC HT  -         386.879 (meters)    1269.29  (feet)  COMP
 MK0747  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 MK0747
 MK0747  VERT ORDER  -  SECOND    CLASS 0
 MK0747
 MK0747.The horizontal coordinates were scaled from a topographic map and have
 MK0747.an estimated accuracy of +/- 6 seconds.
 MK0747
 MK0747.The orthometric height was determined by differential leveling
 MK0747.and adjusted by the National Geodetic Survey in June 1991..
 MK0747
 MK0747.The geoid height was determined by GEOID03.
 MK0747
 MK0747.The dynamic height is computed by dividing the NAVD 88
 MK0747.geopotential number by the normal gravity value computed on the
 MK0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0747.degrees latitude (g = 980.6199 gals.).
 MK0747
 MK0747.The modeled gravity was interpolated from observed gravity values.
 MK0747
 MK0747;                    North         East    Units  Estimated Accuracy
 MK0747;SPC NE       -   160,080.      799,300.      MT  (+/- 180 meters Scaled)
 MK0747
 MK0747                          SUPERSEDED SURVEY CONTROL
 MK0747
 MK0747  NGVD 29 (??/??/92)  386.919  (m)         1269.42   (f) ADJ UNCH    2 0
 MK0747
 MK0747.Superseded values are not recommended for survey control.
 MK0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0747.See file dsdata.txt to determine how the superseded data were derived.
 MK0747
 MK0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL155663(NAD 83)
 MK0747_MARKER: DB = BENCH MARK DISK
 MK0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0747_STAMPING: N 299 1950
 MK0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0747+STABILITY: SURFACE MOTION
 MK0747
 MK0747  HISTORY     - Date     Condition        Report By
 MK0747  HISTORY     - 1950     MONUMENTED       CGS
 MK0747  HISTORY     - 1960     GOOD             NGS
 MK0747
 MK0747                          STATION DESCRIPTION
 MK0747
 MK0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0747'3.1 MI SW FROM YUTAN.
 MK0747'1.5 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0747'YUTAN, THENCE 1.6 MILES WEST ALONG A GRAVELED ROAD, AT DISTRICT
 MK0747'37 SCHOOL, 0.1 MILE WEST OF A NORTH AND SOUTH ROAD, 130 FEET
 MK0747'NORTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 50 FEET
 MK0747'WEST OF THE CENTER OF THE SOUTH DOOR OF THE SCHOOLHOUSE, 1.2 FEET
 MK0747'EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MK0747'FLUSH WITH THE GROUND.  THIS MARK IS 0.9 MILE EAST OF BENCH
 MK0747'MARK M 299.
 MK0747
 MK0747                          STATION RECOVERY (1960)
 MK0747
 MK0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MK0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0305 ***********************************************************************
 NO0305  DESIGNATION -  N 3
 NO0305  PID         -  NO0305
 NO0305  STATE/COUNTY-  NE/CHERRY
 NO0305  USGS QUAD   -  MERRIMAN NE (1990)
 NO0305
 NO0305                         *CURRENT SURVEY CONTROL
 NO0305  ___________________________________________________________________
 NO0305* NAD 83(1986)-  42 56 31.     (N)    101 34 59.     (W)     SCALED    
 NO0305* NAVD 88     -       973.599  (meters)    3194.22   (feet)  ADJUSTED  
 NO0305  ___________________________________________________________________
 NO0305  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 NO0305  DYNAMIC HT  -         973.183 (meters)    3192.85  (feet)  COMP
 NO0305  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 NO0305
 NO0305  VERT ORDER  -  FIRST     CLASS II
 NO0305
 NO0305.The horizontal coordinates were scaled from a topographic map and have
 NO0305.an estimated accuracy of +/- 6 seconds.
 NO0305
 NO0305.The orthometric height was determined by differential leveling
 NO0305.and adjusted by the National Geodetic Survey in June 1991..
 NO0305
 NO0305.The geoid height was determined by GEOID03.
 NO0305
 NO0305.The dynamic height is computed by dividing the NAVD 88
 NO0305.geopotential number by the normal gravity value computed on the
 NO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0305.degrees latitude (g = 980.6199 gals.).
 NO0305
 NO0305.The modeled gravity was interpolated from observed gravity values.
 NO0305
 NO0305;                    North         East    Units  Estimated Accuracy
 NO0305;SPC NE       -   346,360.      370,810.      MT  (+/- 180 meters Scaled)
 NO0305
 NO0305                          SUPERSEDED SURVEY CONTROL
 NO0305
 NO0305  NGVD 29 (??/??/92)  973.199  (m)         3192.90   (f) ADJ UNCH    1 2
 NO0305
 NO0305.Superseded values are not recommended for survey control.
 NO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0305.See file dsdata.txt to determine how the superseded data were derived.
 NO0305
 NO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN892576(NAD 83)
 NO0305_MARKER: DB = BENCH MARK DISK
 NO0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0305_SP_SET: STONE POST
 NO0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0305+STABILITY: SURFACE MOTION
 NO0305
 NO0305  HISTORY     - Date     Condition        Report By
 NO0305  HISTORY     - UNK      MONUMENTED       CGS
 NO0305  HISTORY     - 1957     GOOD             NGS
 NO0305
 NO0305                          STATION DESCRIPTION
 NO0305
 NO0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0305'6.2 MI E FROM MERRIMAN.
 NO0305'ABOUT 6.15 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0305'RAILWAY FROM THE STATION AT MERRIMAN, IN SECTION 8, T. 34 N.,
 NO0305'R. 36 W., 117 FEET NORTHEAST AND ACROSS THE TRACK FROM THE FIRST
 NO0305'POLE EAST OF MILEPOST 326, 103 FEET NORTHWEST AND ACROSS THE
 NO0305'TRACK FROM THE SECOND POLE EAST OF THE MILEPOST, 41 FEET NORTH
 NO0305'OF THE NORTH RAIL, 260 FEET WEST OF A T FENCE CORNER, 22 1/4
 NO0305'30-FOOT RAILS EAST OF THE EAST END OF BRIDGE 518, 36 FEET
 NO0305'NORTHEAST OF THE NORTH END OF A 12-INCH PIPE CULVERT, ABOUT LEVEL
 NO0305'WITH THE TRACK, THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE
 NO0305'LETTERS USBM IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0638 ***********************************************************************
 LF0638  DESIGNATION -  N 3
 LF0638  PID         -  LF0638
 LF0638  STATE/COUNTY-  NE/RICHARDSON
 LF0638  USGS QUAD   -  FALLS CITY (1984)
 LF0638
 LF0638                         *CURRENT SURVEY CONTROL
 LF0638  ___________________________________________________________________
 LF0638* NAD 83(1986)-  40 02 38.     (N)    095 31 13.     (W)     SCALED    
 LF0638* NAVD 88     -       267.372  (meters)     877.20   (feet)  ADJUSTED  
 LF0638  ___________________________________________________________________
 LF0638  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LF0638  DYNAMIC HT  -         267.223 (meters)     876.71  (feet)  COMP
 LF0638  MODELED GRAV-     980,059.7   (mgal)                       NAVD 88
 LF0638
 LF0638  VERT ORDER  -  SECOND    CLASS 0
 LF0638
 LF0638.The horizontal coordinates were scaled from a topographic map and have
 LF0638.an estimated accuracy of +/- 6 seconds.
 LF0638
 LF0638.The orthometric height was determined by differential leveling
 LF0638.and adjusted by the National Geodetic Survey in June 1991..
 LF0638
 LF0638.The geoid height was determined by GEOID03.
 LF0638
 LF0638.The dynamic height is computed by dividing the NAVD 88
 LF0638.geopotential number by the normal gravity value computed on the
 LF0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0638.degrees latitude (g = 980.6199 gals.).
 LF0638
 LF0638.The modeled gravity was interpolated from observed gravity values.
 LF0638
 LF0638;                    North         East    Units  Estimated Accuracy
 LF0638;SPC NE       -    33,280.      882,120.      MT  (+/- 180 meters Scaled)
 LF0638
 LF0638                          SUPERSEDED SURVEY CONTROL
 LF0638
 LF0638  NGVD 29 (??/??/92)  267.304  (m)          876.98   (f) ADJ UNCH    2 0
 LF0638
 LF0638.Superseded values are not recommended for survey control.
 LF0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0638.See file dsdata.txt to determine how the superseded data were derived.
 LF0638
 LF0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE849356(NAD 83)
 LF0638_MARKER: Q = CHISELED SQUARE
 LF0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0638_SP_SET: BRIDGE
 LF0638_STAMPING: N 3
 LF0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0638
 LF0638  HISTORY     - Date     Condition        Report By
 LF0638  HISTORY     - UNK      MONUMENTED       DOD
 LF0638  HISTORY     - 1947     GOOD             NGS
 LF0638
 LF0638                          STATION DESCRIPTION
 LF0638
 LF0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0638'0.6 MI N FROM PRESTON.
 LF0638'0.55 MILE NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LF0638'AND QUINCY RAILROAD STATION AT PRESTON, AT THE NORTH END OF A STEEL
 LF0638'BRIDGE OVER THE BIG NEMAHA RIVER, 12.5 FEET EAST OF THE CENTER
 LF0638'OF THE ROAD, 2.0 FEET BELOW THE FLOOR OF THE BRIDGE, 0.7 FOOT
 LF0638'EAST OF THE EAST EDGE OF A BRIDGE MOUNTAIN PLATE, AN OUTLINED
 LF0638'CHISELED SQUARE CUT ON TOP OF THE EXTREME EAST END OF THE MOST
 LF0638'NORTHERLY ONE OF TWO CHANNEL STEEL SUPPORTS AT THE NORTH END
 LF0638'OF THE STEEL GIRDER SECTION OF THE BRIDGE, N 3 IS STAMPED INSIDE
 LF0638'OF THE OUTLINED CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0780 ***********************************************************************
 MK0780  DESIGNATION -  N 300
 MK0780  PID         -  MK0780
 MK0780  STATE/COUNTY-  NE/DOUGLAS
 MK0780  USGS QUAD   -  WANN (1981)
 MK0780
 MK0780                         *CURRENT SURVEY CONTROL
 MK0780  ___________________________________________________________________
 MK0780* NAD 83(1986)-  41 12 18.     (N)    096 18 39.     (W)     SCALED    
 MK0780* NAVD 88     -       337.711  (meters)    1107.97   (feet)  ADJUSTED  
 MK0780  ___________________________________________________________________
 MK0780  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 MK0780  DYNAMIC HT  -         337.563 (meters)    1107.49  (feet)  COMP
 MK0780  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 MK0780
 MK0780  VERT ORDER  -  SECOND    CLASS 0
 MK0780
 MK0780.The horizontal coordinates were scaled from a topographic map and have
 MK0780.an estimated accuracy of +/- 6 seconds.
 MK0780
 MK0780.The orthometric height was determined by differential leveling
 MK0780.and adjusted by the National Geodetic Survey in June 1991..
 MK0780
 MK0780.The geoid height was determined by GEOID03.
 MK0780
 MK0780.The dynamic height is computed by dividing the NAVD 88
 MK0780.geopotential number by the normal gravity value computed on the
 MK0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0780.degrees latitude (g = 980.6199 gals.).
 MK0780
 MK0780.The modeled gravity was interpolated from observed gravity values.
 MK0780
 MK0780;                    North         East    Units  Estimated Accuracy
 MK0780;SPC NE       -   158,890.      809,230.      MT  (+/- 180 meters Scaled)
 MK0780
 MK0780                          SUPERSEDED SURVEY CONTROL
 MK0780
 MK0780  NGVD 29 (??/??/92)  337.590  (m)         1107.58   (f) ADJ UNCH    2 0
 MK0780
 MK0780.Superseded values are not recommended for survey control.
 MK0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0780.See file dsdata.txt to determine how the superseded data were derived.
 MK0780
 MK0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL254650(NAD 83)
 MK0780_MARKER: DB = BENCH MARK DISK
 MK0780_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MK0780_SP_SET: BRIDGE WINGWALL
 MK0780_STAMPING: N 300 1950
 MK0780_MARK LOGO: CGS   
 MK0780_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0780+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1991
 MK0780
 MK0780  HISTORY     - Date     Condition        Report By
 MK0780  HISTORY     - 1950     MONUMENTED       CGS
 MK0780  HISTORY     - 1976     GOOD             LOCSUR
 MK0780  HISTORY     - 19910730 MARK NOT FOUND   LOCENG
 MK0780
 MK0780                          STATION DESCRIPTION
 MK0780
 MK0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0780'8.8 MI S FROM VALLEY.
 MK0780'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT VALLEY,
 MK0780'THENCE 0.3 MILE EAST ALONG A GRAVELED STREET, THENCE 1.8
 MK0780'MILES SOUTHEAST ALONG STATE HIGHWAY 93, THENCE 4.0 MILES
 MK0780'SOUTH ALONG STATE HIGHWAY 93, THENCE 2.6 MILES SOUTHEAST ALONG
 MK0780'A GRAVELED ROAD, 11 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MK0780'LEVEL WITH THE ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE
 MK0780'NORTHEAST WINGWALL OF A BRIDGE OVER ELKHORN DRAIN.
 MK0780
 MK0780                          STATION RECOVERY (1976)
 MK0780
 MK0780'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0780'RECOVERED IN GOOD CONDITION.
 MK0780
 MK0780                          STATION RECOVERY (1991)
 MK0780
 MK0780'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 MK0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7416 ***********************************************************************
 AA7416  DESIGNATION -  N 300 RESET
 AA7416  PID         -  AA7416
 AA7416  STATE/COUNTY-  NE/DOUGLAS
 AA7416  USGS QUAD   -  WANN (1981)
 AA7416
 AA7416                         *CURRENT SURVEY CONTROL
 AA7416  ___________________________________________________________________
 AA7416* NAD 83(1986)-  41 12 18.     (N)    096 18 39.     (W)     SCALED    
 AA7416* NAVD 88     -       337.75   (+/-2cm)    1108.1    (feet)  VERTCON   
 AA7416  ___________________________________________________________________
 AA7416  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AA7416
 AA7416  VERT ORDER  -  THIRD (See Below)
 AA7416
 AA7416.The horizontal coordinates were scaled from a topographic map and have
 AA7416.an estimated accuracy of +/- 6 seconds.
 AA7416
 AA7416.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7416.The vertical order pertains to the NGVD 29 superseded value.
 AA7416
 AA7416.The geoid height was determined by GEOID03.
 AA7416
 AA7416;                    North         East    Units  Estimated Accuracy
 AA7416;SPC NE       -   158,890.      809,230.      MT  (+/- 180 meters Scaled)
 AA7416
 AA7416                          SUPERSEDED SURVEY CONTROL
 AA7416
 AA7416  NGVD 29 (08/02/06)  337.63   (m)         1107.7    (f) RESET       3  
 AA7416
 AA7416.Superseded values are not recommended for survey control.
 AA7416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7416.See file dsdata.txt to determine how the superseded data were derived.
 AA7416
 AA7416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL254650(NAD 83)
 AA7416_MARKER: DV = VERTICAL CONTROL DISK
 AA7416_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA7416_SP_SET: BRIDGE WINGWALL
 AA7416_STAMPING: N 300 RESET 1991
 AA7416_MARK LOGO: NGS   
 AA7416_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7416
 AA7416  HISTORY     - Date     Condition        Report By
 AA7416  HISTORY     - 1991     MONUMENTED       LOCENG
 AA7416
 AA7416                          STATION DESCRIPTION
 AA7416
 AA7416'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 AA7416'AT COUNTY ROAD 92 AND Q STREET, SET INTO THE TOP OF THE SOUTHEAST
 AA7416'WINGWALL OF A BRIDGE OVER ELKHORN DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0548 ***********************************************************************
 MK0548  DESIGNATION -  N 301 RESET
 MK0548  PID         -  MK0548
 MK0548  STATE/COUNTY-  NE/SARPY
 MK0548  USGS QUAD   -  RALSTON (1984)
 MK0548
 MK0548                         *CURRENT SURVEY CONTROL
 MK0548  ___________________________________________________________________
 MK0548* NAD 83(1986)-  41 10 06.     (N)    096 04 06.     (W)     SCALED    
 MK0548* NAVD 88     -       313.38   (meters)    1028.1    (feet)  RESET     
 MK0548  ___________________________________________________________________
 MK0548  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 MK0548
 MK0548  VERT ORDER  -  THIRD
 MK0548
 MK0548.The horizontal coordinates were scaled from a topographic map and have
 MK0548.an estimated accuracy of +/- 6 seconds.
 MK0548
 MK0548.The orthometric height was computed from unverified reset data.
 MK0548
 MK0548.The geoid height was determined by GEOID03.
 MK0548
 MK0548;                    North         East    Units  Estimated Accuracy
 MK0548;SPC NE       -   155,720.      829,730.      MT  (+/- 180 meters Scaled)
 MK0548
 MK0548                          SUPERSEDED SURVEY CONTROL
 MK0548
 MK0548.No superseded survey control is available for this station.
 MK0548
 MK0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL459615(NAD 83)
 MK0548_MARKER: DB = BENCH MARK DISK
 MK0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0548_STAMPING: N 301 RESET 1967
 MK0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0548+STABILITY: SURFACE MOTION
 MK0548
 MK0548  HISTORY     - Date     Condition        Report By
 MK0548  HISTORY     - 1967     MONUMENTED       NEDR
 MK0548  HISTORY     - 1969     GOOD             NGS
 MK0548
 MK0548                          STATION DESCRIPTION
 MK0548
 MK0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MK0548'2 MI NW FROM PAPILLION.
 MK0548'ABOUT 2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0548'STATION AT PAPILLION, 11.8 FEET SOUTH OF THE CENTER LINE OF THE
 MK0548'UNION PACIFIC RAILROAD MAIN LINE TRACK, 9.5 FEET WEST OF THE EAST
 MK0548'FACE OF WEST BACKWALL OF BRIDGE 18.41, SET IN THE TOP OF A
 MK0548'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0699 ***********************************************************************
 MJ0699  DESIGNATION -  N 302
 MJ0699  PID         -  MJ0699
 MJ0699  STATE/COUNTY-  NE/SARPY
 MJ0699  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0699
 MJ0699                         *CURRENT SURVEY CONTROL
 MJ0699  ___________________________________________________________________
 MJ0699* NAD 83(1986)-  41 08 57.     (N)    095 59 09.     (W)     SCALED    
 MJ0699* NAVD 88     -       304.687  (meters)     999.63   (feet)  ADJUSTED  
 MJ0699  ___________________________________________________________________
 MJ0699  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 MJ0699  DYNAMIC HT  -         304.564 (meters)     999.22  (feet)  COMP
 MJ0699  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 MJ0699
 MJ0699  VERT ORDER  -  SECOND    CLASS 0
 MJ0699
 MJ0699.The horizontal coordinates were scaled from a topographic map and have
 MJ0699.an estimated accuracy of +/- 6 seconds.
 MJ0699
 MJ0699.The orthometric height was determined by differential leveling
 MJ0699.and adjusted by the National Geodetic Survey in June 1991..
 MJ0699
 MJ0699.The geoid height was determined by GEOID03.
 MJ0699
 MJ0699.The dynamic height is computed by dividing the NAVD 88
 MJ0699.geopotential number by the normal gravity value computed on the
 MJ0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0699.degrees latitude (g = 980.6199 gals.).
 MJ0699
 MJ0699.The modeled gravity was interpolated from observed gravity values.
 MJ0699
 MJ0699;                    North         East    Units  Estimated Accuracy
 MJ0699;SPC NE       -   153,910.      836,740.      MT  (+/- 180 meters Scaled)
 MJ0699
 MJ0699                          SUPERSEDED SURVEY CONTROL
 MJ0699
 MJ0699  NGVD 29 (??/??/92)  304.583  (m)          999.29   (f) ADJ UNCH    2 0
 MJ0699
 MJ0699.Superseded values are not recommended for survey control.
 MJ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0699.See file dsdata.txt to determine how the superseded data were derived.
 MJ0699
 MJ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF494596(NAD 83)
 MJ0699_MARKER: DB = BENCH MARK DISK
 MJ0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0699_STAMPING: N 302 1950
 MJ0699_MARK LOGO: CGS   
 MJ0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0699+STABILITY: SURFACE MOTION
 MJ0699
 MJ0699  HISTORY     - Date     Condition        Report By
 MJ0699  HISTORY     - 1950     MONUMENTED       CGS
 MJ0699  HISTORY     - 1972     GOOD             NGS
 MJ0699  HISTORY     - 19931025 GOOD             NGS
 MJ0699
 MJ0699                          STATION DESCRIPTION
 MJ0699
 MJ0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MJ0699'3.1 MI E FROM PAPILLION.
 MJ0699'3.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MJ0699'AT PAPILLION, AT A ROAD CROSSING, 64 FEET NORTHEAST OF THE
 MJ0699'NORTHEAST CORNER OF A STEEL AND WOODEN BRIDGE OVER PAPILLION
 MJ0699'CREEK, 51 FEET SOUTH OF THE SOUTH RAIL, 12 FEET EAST OF A
 MJ0699'FENCE CORNER, 7 FEET SOUTHWEST OF A TELEPHONE POLE, 1.4 FEET
 MJ0699'WEST OF A WITNESS POST, 1 FOOT SOUTH OF THE RIGHT OF WAY FENCE,
 MJ0699'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 MJ0699'THE GROUND.
 MJ0699
 MJ0699                          STATION RECOVERY (1972)
 MJ0699
 MJ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MJ0699'RECOVERED IN GOOD CONDITION.
 MJ0699
 MJ0699                          STATION RECOVERY (1993)
 MJ0699
 MJ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 MJ0699'THE MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER A LEVEE IS BEING
 MJ0699'BUILT AT THE SITE AND THE MARK WAS RELOCATED.  SEE N 302 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7422 ***********************************************************************
 AA7422  DESIGNATION -  N 302 RESET
 AA7422  PID         -  AA7422
 AA7422  STATE/COUNTY-  NE/SARPY
 AA7422  USGS QUAD   -  OMAHA SOUTH (1994)
 AA7422
 AA7422                         *CURRENT SURVEY CONTROL
 AA7422  ___________________________________________________________________
 AA7422* NAD 83(1986)-  41 08 58.     (N)    095 59 09.     (W)     SCALED    
 AA7422* NAVD 88     -       303.16   (+/-2cm)     994.6    (feet)  VERTCON   
 AA7422  ___________________________________________________________________
 AA7422  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AA7422
 AA7422  VERT ORDER  -  THIRD (See Below)
 AA7422
 AA7422.The horizontal coordinates were scaled from a topographic map and have
 AA7422.an estimated accuracy of +/- 6 seconds.
 AA7422
 AA7422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7422.The vertical order pertains to the NGVD 29 superseded value.
 AA7422
 AA7422.The geoid height was determined by GEOID03.
 AA7422
 AA7422;                    North         East    Units  Estimated Accuracy
 AA7422;SPC NE       -   153,940.      836,740.      MT  (+/- 180 meters Scaled)
 AA7422
 AA7422                          SUPERSEDED SURVEY CONTROL
 AA7422
 AA7422  NGVD 29 (08/02/06)  303.06   (m)          994.3    (f) RESET       3  
 AA7422
 AA7422.Superseded values are not recommended for survey control.
 AA7422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7422.See file dsdata.txt to determine how the superseded data were derived.
 AA7422
 AA7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF494596(NAD 83)
 AA7422_MARKER: DV = VERTICAL CONTROL DISK
 AA7422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7422_STAMPING: N 302 RESET 1993
 AA7422_MARK LOGO: NGS   
 AA7422_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7422+STABILITY: SURFACE MOTION
 AA7422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7422+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7422
 AA7422  HISTORY     - Date     Condition        Report By
 AA7422  HISTORY     - 1993     MONUMENTED       NGS
 AA7422
 AA7422                          STATION DESCRIPTION
 AA7422
 AA7422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 AA7422'TO REACH THE MARK FROM THE SARPY COUNTY COURTHOUSE, IN PAPILLION, AT
 AA7422'THE JUNCTION OF STATE HIGHWAY 370 AND WASHINGTON STREET, GO NORTH ON
 AA7422'WASHINGTON STREET FOR 1.2 MI (1.9 KM) TO 6TH STREET.  TURN RIGHT AND
 AA7422'GO EAST ON 6TH STREET, WHICH BECOMES CORNHUSKER ROAD FOR 2.85 MI (4.59
 AA7422'KM) TO 48TH STREET.  TURN RIGHT AND GO SOUTH ON 48TH STREET FOR 0.5 MI
 AA7422'(0.8 KM) TO A CURVE EAST.  CONTINUE EAST FOR 0.1 MI (0.2 KM) TO A
 AA7422'T-ROAD.  TURN RIGHT AND GO SOUTH FOR 0.2 MI (0.3 KM) TO A CURVE WEST
 AA7422'AND THE MARK ON THE LEFT, ON PROPERTY OWNED BY THE PAPIO-MISSOURI
 AA7422'RIVER NATURAL RESOURCES DISTRICT, 8901 SOUTH 154TH STREET, OMAHA, NE
 AA7422'68138-3621.  TELEPHONE 402 444 6222. THE DISK IS SET INTO THE TOP OF A
 AA7422'ROUND, CONCRETE, MONUMENT THAT PROJECTS 3 CM ABOVE THE GROUND.  IT IS
 AA7422'17.8 M (58.4 FT) EAST FROM THE EXTENDED CENTERLINE OF THE NORTH-SOUTH
 AA7422'ROAD, 7.374 M (24.193 FT) EAST OF THE EASTERN ONE OF 2 CONCRETE FENCE
 AA7422'POSTS, 0.835 M (2.739 FT) WEST FROM A T-FENCE POST, 0.743 M (2.438 FT)
 AA7422'SOUTH OF AN EAST-WEST FENCE AND 0.583 M (1.913 FT) EAST FROM A WITNESS
 AA7422'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1037 ***********************************************************************
 MK1037  DESIGNATION -  N 303
 MK1037  PID         -  MK1037
 MK1037  STATE/COUNTY-  NE/SAUNDERS
 MK1037  USGS QUAD   -  COLON (1969)
 MK1037
 MK1037                         *CURRENT SURVEY CONTROL
 MK1037  ___________________________________________________________________
 MK1037* NAD 83(1986)-  41 19 58.     (N)    096 30 05.     (W)     SCALED    
 MK1037* NAVD 88     -       391.827  (meters)    1285.52   (feet)  ADJUSTED  
 MK1037  ___________________________________________________________________
 MK1037  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MK1037  DYNAMIC HT  -         391.642 (meters)    1284.91  (feet)  COMP
 MK1037  MODELED GRAV-     980,140.0   (mgal)                       NAVD 88
 MK1037
 MK1037  VERT ORDER  -  SECOND    CLASS 0
 MK1037
 MK1037.The horizontal coordinates were scaled from a topographic map and have
 MK1037.an estimated accuracy of +/- 6 seconds.
 MK1037
 MK1037.The orthometric height was determined by differential leveling
 MK1037.and adjusted by the National Geodetic Survey in June 1991..
 MK1037
 MK1037.The geoid height was determined by GEOID03.
 MK1037
 MK1037.The dynamic height is computed by dividing the NAVD 88
 MK1037.geopotential number by the normal gravity value computed on the
 MK1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1037.degrees latitude (g = 980.6199 gals.).
 MK1037
 MK1037.The modeled gravity was interpolated from observed gravity values.
 MK1037
 MK1037;                    North         East    Units  Estimated Accuracy
 MK1037;SPC NE       -   172,400.      792,690.      MT  (+/- 180 meters Scaled)
 MK1037
 MK1037                          SUPERSEDED SURVEY CONTROL
 MK1037
 MK1037  NGVD 29 (??/??/92)  391.678  (m)         1285.03   (f) ADJ UNCH    2 0
 MK1037
 MK1037.Superseded values are not recommended for survey control.
 MK1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1037.See file dsdata.txt to determine how the superseded data were derived.
 MK1037
 MK1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL090787(NAD 83)
 MK1037_MARKER: DB = BENCH MARK DISK
 MK1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1037_STAMPING: N 303 1950
 MK1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1037+STABILITY: SURFACE MOTION
 MK1037
 MK1037  HISTORY     - Date     Condition        Report By
 MK1037  HISTORY     - 1950     MONUMENTED       CGS
 MK1037
 MK1037                          STATION DESCRIPTION
 MK1037
 MK1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1037'9.7 MI NE FROM COLON.
 MK1037'0.4 MILE EAST ALONG MAIN STREET FROM THE CHICAGO AND NORTH
 MK1037'WESTERN RAILROAD STATION AT COLON, THENCE 0.7 MILE NORTH ALONG
 MK1037'STATE HIGHWAY 109, THENCE 6.7 MILES EAST ALONG STATE HIGHWAY 64,
 MK1037'THENCE 1.9 MILES NORTH ALONG U.S. HIGHWAY 77, AT THE OTOE
 MK1037'CREEK SCHOOL, ON THE TOP OF A HILL, 80 FEET EAST OF THE CENTER
 MK1037'LINE OF THE HIGHWAY, 6.4 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 MK1037'OF THE SCHOOLHOUSE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1037'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1038 ***********************************************************************
 MK1038  DESIGNATION -  N 304
 MK1038  PID         -  MK1038
 MK1038  STATE/COUNTY-  NE/SAUNDERS
 MK1038  USGS QUAD   -  COLON (1969)
 MK1038
 MK1038                         *CURRENT SURVEY CONTROL
 MK1038  ___________________________________________________________________
 MK1038* NAD 83(1986)-  41 20 47.     (N)    096 30 07.     (W)     SCALED    
 MK1038* NAVD 88     -       395.493  (meters)    1297.55   (feet)  ADJUSTED  
 MK1038  ___________________________________________________________________
 MK1038  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MK1038  DYNAMIC HT  -         395.307 (meters)    1296.94  (feet)  COMP
 MK1038  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 MK1038
 MK1038  VERT ORDER  -  SECOND    CLASS 0
 MK1038
 MK1038.The horizontal coordinates were scaled from a topographic map and have
 MK1038.an estimated accuracy of +/- 6 seconds.
 MK1038
 MK1038.The orthometric height was determined by differential leveling
 MK1038.and adjusted by the National Geodetic Survey in June 1991..
 MK1038
 MK1038.The geoid height was determined by GEOID03.
 MK1038
 MK1038.The dynamic height is computed by dividing the NAVD 88
 MK1038.geopotential number by the normal gravity value computed on the
 MK1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1038.degrees latitude (g = 980.6199 gals.).
 MK1038
 MK1038.The modeled gravity was interpolated from observed gravity values.
 MK1038
 MK1038;                    North         East    Units  Estimated Accuracy
 MK1038;SPC NE       -   173,910.      792,590.      MT  (+/- 180 meters Scaled)
 MK1038
 MK1038                          SUPERSEDED SURVEY CONTROL
 MK1038
 MK1038  NGVD 29 (??/??/92)  395.343  (m)         1297.05   (f) ADJ UNCH    2 0
 MK1038
 MK1038.Superseded values are not recommended for survey control.
 MK1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1038.See file dsdata.txt to determine how the superseded data were derived.
 MK1038
 MK1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL089802(NAD 83)
 MK1038_MARKER: DB = BENCH MARK DISK
 MK1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1038_STAMPING: N 304 1950
 MK1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1038+STABILITY: SURFACE MOTION
 MK1038
 MK1038  HISTORY     - Date     Condition        Report By
 MK1038  HISTORY     - 1950     MONUMENTED       CGS
 MK1038
 MK1038                          STATION DESCRIPTION
 MK1038
 MK1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1038'6.3 MI S FROM FREMONT.
 MK1038'6.3 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 MK1038'FREMONT, AT THE POHOCCO LUTHERN CHURCH AND CEMETERY, 142 FEET
 MK1038'WEST OF THE CENTER LINE OF THE HIGHWAY, 67 FEET SOUTHWEST OF THE
 MK1038'SOUTHWEST CORNER OF THE CHURCH, 49 FEET SOUTHEAST OF THE SOUTHEAST
 MK1038'CORNER OF A COAL HOUSE, 0.1 FOOT NORTH OF A FENCE, 1.8 FEET
 MK1038'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1038'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0597 ***********************************************************************
 MK0597  DESIGNATION -  N 305
 MK0597  PID         -  MK0597
 MK0597  STATE/COUNTY-  NE/DOUGLAS
 MK0597  USGS QUAD   -  ARLINGTON (1968)
 MK0597
 MK0597                         *CURRENT SURVEY CONTROL
 MK0597  ___________________________________________________________________
 MK0597* NAD 83(1986)-  41 23 29.     (N)    096 19 49.     (W)     SCALED    
 MK0597* NAVD 88     -       348.581  (meters)    1143.64   (feet)  ADJUSTED  
 MK0597  ___________________________________________________________________
 MK0597  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 MK0597  DYNAMIC HT  -         348.417 (meters)    1143.10  (feet)  COMP
 MK0597  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 MK0597
 MK0597  VERT ORDER  -  SECOND    CLASS 0
 MK0597
 MK0597.The horizontal coordinates were scaled from a topographic map and have
 MK0597.an estimated accuracy of +/- 6 seconds.
 MK0597
 MK0597.The orthometric height was determined by differential leveling
 MK0597.and adjusted by the National Geodetic Survey in June 1991..
 MK0597
 MK0597.The geoid height was determined by GEOID03.
 MK0597
 MK0597.The dynamic height is computed by dividing the NAVD 88
 MK0597.geopotential number by the normal gravity value computed on the
 MK0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0597.degrees latitude (g = 980.6199 gals.).
 MK0597
 MK0597.The modeled gravity was interpolated from observed gravity values.
 MK0597
 MK0597;                    North         East    Units  Estimated Accuracy
 MK0597;SPC NE       -   179,490.      806,720.      MT  (+/- 180 meters Scaled)
 MK0597
 MK0597                          SUPERSEDED SURVEY CONTROL
 MK0597
 MK0597  NGVD 29 (??/??/92)  348.437  (m)         1143.16   (f) ADJ UNCH    2 0
 MK0597
 MK0597.Superseded values are not recommended for survey control.
 MK0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0597.See file dsdata.txt to determine how the superseded data were derived.
 MK0597
 MK0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL232856(NAD 83)
 MK0597_MARKER: DB = BENCH MARK DISK
 MK0597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0597_SP_SET: BRIDGE
 MK0597_STAMPING: N 305 1950
 MK0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0597
 MK0597  HISTORY     - Date     Condition        Report By
 MK0597  HISTORY     - 1950     MONUMENTED       CGS
 MK0597  HISTORY     - 1976     GOOD             LOCSUR
 MK0597
 MK0597                          STATION DESCRIPTION
 MK0597
 MK0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0597'4.6 MI NW FROM ELK CITY.
 MK0597'0.5 MILE NORTH ALONG STATE HIGHWAY 8 FROM THE SCHOOL AT ELK
 MK0597'CITY, THENCE 3.25 MILES WEST ALONG STATE HIGHWAYS 8 AND 93,
 MK0597'THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, 0.1 MILE SOUTH OF
 MK0597'THE DOUGLAS-DODGE COUNTY LINE, 200 FEET NORTHEAST OF A FARMHOUSE,
 MK0597'10 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET LOWER THAN
 MK0597'THE ROAD, SET IN THE TOP OF THE EAST END OF THE NORTH BRIDGE SEAT
 MK0597'OF A BRIDGE OVER RAWHIDE CREEK.
 MK0597
 MK0597                          STATION RECOVERY (1976)
 MK0597
 MK0597'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0186 ***********************************************************************
 LH0186  DESIGNATION -  N 306
 LH0186  PID         -  LH0186
 LH0186  STATE/COUNTY-  NE/HALL
 LH0186  USGS QUAD   -  GRAND ISLAND (1993)
 LH0186
 LH0186                         *CURRENT SURVEY CONTROL
 LH0186  ___________________________________________________________________
 LH0186* NAD 83(1986)-  40 56 47.     (N)    098 19 59.     (W)     SCALED    
 LH0186* NAVD 88     -       566.058  (meters)    1857.14   (feet)  ADJUSTED  
 LH0186  ___________________________________________________________________
 LH0186  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 LH0186  DYNAMIC HT  -         565.760 (meters)    1856.16  (feet)  COMP
 LH0186  MODELED GRAV-     980,080.6   (mgal)                       NAVD 88
 LH0186
 LH0186  VERT ORDER  -  SECOND    CLASS 0
 LH0186
 LH0186.The horizontal coordinates were scaled from a topographic map and have
 LH0186.an estimated accuracy of +/- 6 seconds.
 LH0186
 LH0186.The orthometric height was determined by differential leveling
 LH0186.and adjusted by the National Geodetic Survey in June 1991..
 LH0186
 LH0186.The geoid height was determined by GEOID03.
 LH0186
 LH0186.The dynamic height is computed by dividing the NAVD 88
 LH0186.geopotential number by the normal gravity value computed on the
 LH0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0186.degrees latitude (g = 980.6199 gals.).
 LH0186
 LH0186.The modeled gravity was interpolated from observed gravity values.
 LH0186
 LH0186;                    North         East    Units  Estimated Accuracy
 LH0186;SPC NE       -   124,930.      640,310.      MT  (+/- 180 meters Scaled)
 LH0186
 LH0186                          SUPERSEDED SURVEY CONTROL
 LH0186
 LH0186  NGVD 29 (??/??/92)  565.816  (m)         1856.35   (f) ADJ UNCH    2 0
 LH0186
 LH0186.Superseded values are not recommended for survey control.
 LH0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0186.See file dsdata.txt to determine how the superseded data were derived.
 LH0186
 LH0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL561330(NAD 83)
 LH0186_MARKER: DB = BENCH MARK DISK
 LH0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0186_STAMPING: N 306 1950
 LH0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0186+STABILITY: SURFACE MOTION
 LH0186
 LH0186  HISTORY     - Date     Condition        Report By
 LH0186  HISTORY     - 1950     MONUMENTED       CGS
 LH0186
 LH0186                          STATION DESCRIPTION
 LH0186
 LH0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0186'1.6 MI N FROM GRAND ISLAND.
 LH0186'1.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0186'STATION AT GRAND ISLAND, AT A ROAD CROSSING, 206 FEET NORTH OF
 LH0186'THE CENTER LINE OF A ROAD, 46 FEET WEST OF THE WEST RAIL, 12 FEET
 LH0186'NORTHWEST OF THE 2ND TELEPHONE POLE NORTH OF THE ROAD CROSSING,
 LH0186'1.5 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST SET
 LH0186'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 LH0186'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0241 ***********************************************************************
 ML0241  DESIGNATION -  N 307
 ML0241  PID         -  ML0241
 ML0241  STATE/COUNTY-  NE/NANCE
 ML0241  USGS QUAD   -  BELGRADE SE (1955)
 ML0241
 ML0241                         *CURRENT SURVEY CONTROL
 ML0241  ___________________________________________________________________
 ML0241* NAD 83(1986)-  41 20 13.     (N)    098 03 02.     (W)     SCALED    
 ML0241* NAVD 88     -       535.808  (meters)    1757.90   (feet)  ADJUSTED  
 ML0241  ___________________________________________________________________
 ML0241  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 ML0241  DYNAMIC HT  -         535.554 (meters)    1757.06  (feet)  COMP
 ML0241  MODELED GRAV-     980,131.8   (mgal)                       NAVD 88
 ML0241
 ML0241  VERT ORDER  -  SECOND    CLASS 0
 ML0241
 ML0241.The horizontal coordinates were scaled from a topographic map and have
 ML0241.an estimated accuracy of +/- 6 seconds.
 ML0241
 ML0241.The orthometric height was determined by differential leveling
 ML0241.and adjusted by the National Geodetic Survey in June 1991..
 ML0241
 ML0241.The geoid height was determined by GEOID03.
 ML0241
 ML0241.The dynamic height is computed by dividing the NAVD 88
 ML0241.geopotential number by the normal gravity value computed on the
 ML0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0241.degrees latitude (g = 980.6199 gals.).
 ML0241
 ML0241.The modeled gravity was interpolated from observed gravity values.
 ML0241
 ML0241;                    North         East    Units  Estimated Accuracy
 ML0241;SPC NE       -   168,780.      663,110.      MT  (+/- 180 meters Scaled)
 ML0241
 ML0241                          SUPERSEDED SURVEY CONTROL
 ML0241
 ML0241  NGVD 29 (??/??/92)  535.582  (m)         1757.16   (f) ADJ UNCH    2 0
 ML0241
 ML0241.Superseded values are not recommended for survey control.
 ML0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0241.See file dsdata.txt to determine how the superseded data were derived.
 ML0241
 ML0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL794765(NAD 83)
 ML0241_MARKER: DB = BENCH MARK DISK
 ML0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0241_STAMPING: N 307 1950
 ML0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0241+STABILITY: SURFACE MOTION
 ML0241
 ML0241  HISTORY     - Date     Condition        Report By
 ML0241  HISTORY     - 1950     MONUMENTED       CGS
 ML0241
 ML0241                          STATION DESCRIPTION
 ML0241
 ML0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0241'5.6 MI SW FROM FULLERTON.
 ML0241'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0241'FULLERTON, THENCE 4.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, AT
 ML0241'A T ROAD JUNCTION, IN THE NORTHEAST CORNER OF A CULTIVATED
 ML0241'FIELD, 111 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD,
 ML0241'29 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH,
 ML0241'65 FEET SOUTH OF BENCH MARK 10-78 (U.S.B.R.), 3 FEET SOUTHWEST
 ML0241'OF TELEPHONE POLE 307/1, 2 FEET SOUTHWEST OF A FENCE CORNER, 4
 ML0241'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0241'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1571 ***********************************************************************
 MK1571  DESIGNATION -  N 308
 MK1571  PID         -  MK1571
 MK1571  STATE/COUNTY-  NE/NANCE
 MK1571  USGS QUAD   -  FULLERTON NE (1958)
 MK1571
 MK1571                         *CURRENT SURVEY CONTROL
 MK1571  ___________________________________________________________________
 MK1571* NAD 83(1986)-  41 24 03.     (N)    097 50 57.     (W)     SCALED    
 MK1571* NAVD 88     -       487.167  (meters)    1598.31   (feet)  ADJUSTED  
 MK1571  ___________________________________________________________________
 MK1571  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 MK1571  DYNAMIC HT  -         486.941 (meters)    1597.57  (feet)  COMP
 MK1571  MODELED GRAV-     980,144.1   (mgal)                       NAVD 88
 MK1571
 MK1571  VERT ORDER  -  SECOND    CLASS 0
 MK1571
 MK1571.The horizontal coordinates were scaled from a topographic map and have
 MK1571.an estimated accuracy of +/- 6 seconds.
 MK1571
 MK1571.The orthometric height was determined by differential leveling
 MK1571.and adjusted by the National Geodetic Survey in June 1991..
 MK1571
 MK1571.The geoid height was determined by GEOID03.
 MK1571
 MK1571.The dynamic height is computed by dividing the NAVD 88
 MK1571.geopotential number by the normal gravity value computed on the
 MK1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1571.degrees latitude (g = 980.6199 gals.).
 MK1571
 MK1571.The modeled gravity was interpolated from observed gravity values.
 MK1571
 MK1571;                    North         East    Units  Estimated Accuracy
 MK1571;SPC NE       -   176,270.      679,780.      MT  (+/- 180 meters Scaled)
 MK1571
 MK1571                          SUPERSEDED SURVEY CONTROL
 MK1571
 MK1571  NGVD 29 (??/??/92)  486.954  (m)         1597.61   (f) ADJ UNCH    2 0
 MK1571
 MK1571.Superseded values are not recommended for survey control.
 MK1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1571.See file dsdata.txt to determine how the superseded data were derived.
 MK1571
 MK1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL961838(NAD 83)
 MK1571_MARKER: DB = BENCH MARK DISK
 MK1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1571_STAMPING: N 308 1950
 MK1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1571+STABILITY: SURFACE MOTION
 MK1571
 MK1571  HISTORY     - Date     Condition        Report By
 MK1571  HISTORY     - 1950     MONUMENTED       CGS
 MK1571
 MK1571                          STATION DESCRIPTION
 MK1571
 MK1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1571'7.9 MI SW FROM GENOA.
 MK1571'7.9 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1571'AT GENOA, 0.15 MILE NORTH OF A CURVE IN THE HIGHWAY, 94 FEET
 MK1571'EAST OF THE CENTER OF THE HIGHWAY, 6.5 FEET WEST OF THE SOUTHWEST
 MK1571'CORNER OF THE SHADY NOOK SCHOOL BUILDING, 6.3 FEET SOUTH OF THE
 MK1571'SOUTHWEST CORNER OF THE PORCH, 0.8 FOOT EAST OF THE EAST EDGE OF
 MK1571'A CONCRETE SIDEWALK, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1571'PROJECTS 0.2 FOOT ABOVE THE GROUND.  THIS MARK IS 1.2 MILES EAST
 MK1571'OF BENCH MARK M 308.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1429 ***********************************************************************
 MK1429  DESIGNATION -  N 309
 MK1429  PID         -  MK1429
 MK1429  STATE/COUNTY-  NE/MERRICK
 MK1429  USGS QUAD   -  SILVER CREEK (1958)
 MK1429
 MK1429                         *CURRENT SURVEY CONTROL
 MK1429  ___________________________________________________________________
 MK1429* NAD 83(1986)-  41 18 56.     (N)    097 40 31.     (W)     SCALED    
 MK1429* NAVD 88     -       472.802  (meters)    1551.18   (feet)  ADJUSTED  
 MK1429  ___________________________________________________________________
 MK1429  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 MK1429  DYNAMIC HT  -         472.584 (meters)    1550.47  (feet)  COMP
 MK1429  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 MK1429
 MK1429  VERT ORDER  -  SECOND    CLASS 0
 MK1429
 MK1429.The horizontal coordinates were scaled from a topographic map and have
 MK1429.an estimated accuracy of +/- 6 seconds.
 MK1429
 MK1429.The orthometric height was determined by differential leveling
 MK1429.and adjusted by the National Geodetic Survey in June 1991..
 MK1429
 MK1429.The geoid height was determined by GEOID03.
 MK1429
 MK1429.The dynamic height is computed by dividing the NAVD 88
 MK1429.geopotential number by the normal gravity value computed on the
 MK1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1429.degrees latitude (g = 980.6199 gals.).
 MK1429
 MK1429.The modeled gravity was interpolated from observed gravity values.
 MK1429
 MK1429;                    North         East    Units  Estimated Accuracy
 MK1429;SPC NE       -   167,180.      694,570.      MT  (+/- 180 meters Scaled)
 MK1429
 MK1429                          SUPERSEDED SURVEY CONTROL
 MK1429
 MK1429  NGVD 29 (??/??/92)  472.602  (m)         1550.53   (f) ADJ UNCH    2 0
 MK1429
 MK1429.Superseded values are not recommended for survey control.
 MK1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1429.See file dsdata.txt to determine how the superseded data were derived.
 MK1429
 MK1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL108746(NAD 83)
 MK1429_MARKER: DB = BENCH MARK DISK
 MK1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1429_STAMPING: N 309 1950
 MK1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1429+STABILITY: SURFACE MOTION
 MK1429
 MK1429  HISTORY     - Date     Condition        Report By
 MK1429  HISTORY     - 1950     MONUMENTED       CGS
 MK1429
 MK1429                          STATION DESCRIPTION
 MK1429
 MK1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1429'0.7 MI W FROM SILVER CREEK.
 MK1429'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1429'AT SILVER CREEK, THENCE 0.6 MILE WEST ALONG A GRAVELED ROAD,
 MK1429'AT A ROAD INTERSECTION, 105 FEET NORTH OF THE CENTER LINE OF AN
 MK1429'EAST AND WEST ROAD, 34 FEET WEST OF THE CENTER LINE OF A NORTH
 MK1429'AND SOUTH ROAD, IN LINE WITH A NORTH AND SOUTH ROW OF COTTONWOOD
 MK1429'TREES, 1 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 MK1429'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MK1429'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0240 ***********************************************************************
 MM0240  DESIGNATION -  N 31
 MM0240  PID         -  MM0240
 MM0240  STATE/COUNTY-  NE/ARTHUR
 MM0240  USGS QUAD   -  PACKARD RANCH (1971)
 MM0240
 MM0240                         *CURRENT SURVEY CONTROL
 MM0240  ___________________________________________________________________
 MM0240* NAD 83(1986)-  41 28 44.     (N)    101 43 42.     (W)     SCALED    
 MM0240* NAVD 88     -      1097.509  (meters)    3600.74   (feet)  ADJUSTED  
 MM0240  ___________________________________________________________________
 MM0240  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 MM0240  DYNAMIC HT  -        1096.837 (meters)    3598.54  (feet)  COMP
 MM0240  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 MM0240
 MM0240  VERT ORDER  -  SECOND    CLASS 0
 MM0240
 MM0240.The horizontal coordinates were scaled from a topographic map and have
 MM0240.an estimated accuracy of +/- 6 seconds.
 MM0240
 MM0240.The orthometric height was determined by differential leveling
 MM0240.and adjusted by the National Geodetic Survey in June 1991..
 MM0240
 MM0240.The geoid height was determined by GEOID03.
 MM0240
 MM0240.The dynamic height is computed by dividing the NAVD 88
 MM0240.geopotential number by the normal gravity value computed on the
 MM0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0240.degrees latitude (g = 980.6199 gals.).
 MM0240
 MM0240.The modeled gravity was interpolated from observed gravity values.
 MM0240
 MM0240;                    North         East    Units  Estimated Accuracy
 MM0240;SPC NE       -   184,140.      355,700.      MT  (+/- 180 meters Scaled)
 MM0240
 MM0240                          SUPERSEDED SURVEY CONTROL
 MM0240
 MM0240  NGVD 29 (??/??/92) 1097.036  (m)         3599.19   (f) ADJ UNCH    2 0
 MM0240
 MM0240.Superseded values are not recommended for survey control.
 MM0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0240.See file dsdata.txt to determine how the superseded data were derived.
 MM0240
 MM0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL722955(NAD 83)
 MM0240_MARKER: DB = BENCH MARK DISK
 MM0240_SETTING: 0 = UNSPECIFIED SETTING
 MM0240_STAMPING: N 31 1934
 MM0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MM0240
 MM0240  HISTORY     - Date     Condition        Report By
 MM0240  HISTORY     - 1934     MONUMENTED       CGS
 MM0240  HISTORY     - 1941     GOOD             NGS
 MM0240
 MM0240                          STATION DESCRIPTION
 MM0240
 MM0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MM0240'7.7 MI S FROM ARTHUR.
 MM0240'7.7 MILES SOUTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR
 MM0240'COUNTY, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 7
 MM0240'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 MM0240'N 31 1934
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0531 ***********************************************************************
 ML0531  DESIGNATION -  N 310
 ML0531  PID         -  ML0531
 ML0531  STATE/COUNTY-  NE/WHEELER
 ML0531  USGS QUAD   -  GREELEY NE (1985)
 ML0531
 ML0531                         *CURRENT SURVEY CONTROL
 ML0531  ___________________________________________________________________
 ML0531* NAD 83(1986)-  41 44 28.     (N)    098 30 28.     (W)     SCALED    
 ML0531* NAVD 88     -       597.396  (meters)    1959.96   (feet)  ADJUSTED  
 ML0531  ___________________________________________________________________
 ML0531  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 ML0531  DYNAMIC HT  -         597.113 (meters)    1959.03  (feet)  COMP
 ML0531  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 ML0531
 ML0531  VERT ORDER  -  SECOND    CLASS 0
 ML0531
 ML0531.The horizontal coordinates were scaled from a topographic map and have
 ML0531.an estimated accuracy of +/- 6 seconds.
 ML0531
 ML0531.The orthometric height was determined by differential leveling
 ML0531.and adjusted by the National Geodetic Survey in June 1991..
 ML0531
 ML0531.The geoid height was determined by GEOID03.
 ML0531
 ML0531.The dynamic height is computed by dividing the NAVD 88
 ML0531.geopotential number by the normal gravity value computed on the
 ML0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0531.degrees latitude (g = 980.6199 gals.).
 ML0531
 ML0531.The modeled gravity was interpolated from observed gravity values.
 ML0531
 ML0531;                    North         East    Units  Estimated Accuracy
 ML0531;SPC NE       -   212,880.      624,080.      MT  (+/- 180 meters Scaled)
 ML0531
 ML0531                          SUPERSEDED SURVEY CONTROL
 ML0531
 ML0531  NGVD 29 (??/??/92)  597.156  (m)         1959.17   (f) ADJ UNCH    2 0
 ML0531
 ML0531.Superseded values are not recommended for survey control.
 ML0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0531.See file dsdata.txt to determine how the superseded data were derived.
 ML0531
 ML0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM409211(NAD 83)
 ML0531_MARKER: DB = BENCH MARK DISK
 ML0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0531_STAMPING: N 310 1950
 ML0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0531+STABILITY: SURFACE MOTION
 ML0531
 ML0531  HISTORY     - Date     Condition        Report By
 ML0531  HISTORY     - 1950     MONUMENTED       CGS
 ML0531
 ML0531                          STATION DESCRIPTION
 ML0531
 ML0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0531'10.4 MI SE FROM ERICSON.
 ML0531'10.35 MILES SOUTHEAST ALONG A SAND ROAD FROM THE FARMERS STATE
 ML0531'BANK AT ERICSON, AT A T ROAD JUNCTION, 148 FEET NORTH OF THE
 ML0531'CENTER LINE OF AN EAST AND WEST ROAD, 26 FEET EAST OF THE CENTER
 ML0531'LINE OF A ROAD LEADING NORTH, 4 FEET NORTHWEST OF A POWER POLE,
 ML0531'1.1 FEET WEST OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, SET
 ML0531'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0531'THE GROUND.  THIS MARK IS 1.0 MILE WEST OF BENCH MARK N 310.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1676 ***********************************************************************
 MK1676  DESIGNATION -  N 311 RESET
 MK1676  PID         -  MK1676
 MK1676  STATE/COUNTY-  NE/BOONE
 MK1676  USGS QUAD   -  CLOSTER SE (1985)
 MK1676
 MK1676                         *CURRENT SURVEY CONTROL
 MK1676  ___________________________________________________________________
 MK1676* NAD 83(1986)-  41 52 24.     (N)    097 50 02.     (W)     SCALED    
 MK1676* NAVD 88     -       592.83   (meters)    1945.0    (feet)  RESET     
 MK1676  ___________________________________________________________________
 MK1676  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 MK1676
 MK1676  VERT ORDER  -  THIRD
 MK1676
 MK1676.The horizontal coordinates were scaled from a topographic map and have
 MK1676.an estimated accuracy of +/- 6 seconds.
 MK1676
 MK1676.The orthometric height was computed from unverified reset data.
 MK1676
 MK1676.The geoid height was determined by GEOID03.
 MK1676
 MK1676;                    North         East    Units  Estimated Accuracy
 MK1676;SPC NE       -   228,750.      679,740.      MT  (+/- 180 meters Scaled)
 MK1676
 MK1676                          SUPERSEDED SURVEY CONTROL
 MK1676
 MK1676.No superseded survey control is available for this station.
 MK1676
 MK1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM967363(NAD 83)
 MK1676_MARKER: DB = BENCH MARK DISK
 MK1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1676_STAMPING: N 311 RESET 1971
 MK1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1676+STABILITY: SURFACE MOTION
 MK1676
 MK1676  HISTORY     - Date     Condition        Report By
 MK1676  HISTORY     - 1971     MONUMENTED       NGS
 MK1676
 MK1676                          STATION DESCRIPTION
 MK1676
 MK1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MK1676'12 MI S FROM TILDEN.
 MK1676'12.05 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 MK1676'U.S. HIGHWAY 275 AND STATE HIGHWAY 39 AT THE NORTH EDGE OF TILDEN,
 MK1676'IN THE NORTHWEST ANGLE OF A CROSSROAD INTERSECTION, 128 FEET WEST
 MK1676'OF THE CENTER OF STATE HIGHWAY 39, 45 FEET EAST OF THE CENTER OF A
 MK1676'FARM ENTRANCE ROAD, 36 FEET NORTH OF THE CENTER OF AN EAST-WEST
 MK1676'ROAD, 2 FEET NORTH OF A POWERLINE POLE, SET IN TOP OF A 12-INCH
 MK1676'CYLINDDHCAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 MK1676'SURFACE.  THIS MARK IS 0.412 METER LOWER THAN THE ORIGINAL BENCH
 MK1676'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1696 ***********************************************************************
 MK1696  DESIGNATION -  N 312
 MK1696  PID         -  MK1696
 MK1696  STATE/COUNTY-  NE/BOONE
 MK1696  USGS QUAD   -  CLOSTER SW (1985)
 MK1696
 MK1696                         *CURRENT SURVEY CONTROL
 MK1696  ___________________________________________________________________
 MK1696* NAD 83(1986)-  41 49 45.     (N)    097 53 28.     (W)     SCALED    
 MK1696* NAVD 88     -       580.879  (meters)    1905.77   (feet)  ADJUSTED  
 MK1696  ___________________________________________________________________
 MK1696  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 MK1696  DYNAMIC HT  -         580.636 (meters)    1904.97  (feet)  COMP
 MK1696  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 MK1696
 MK1696  VERT ORDER  -  SECOND    CLASS 0
 MK1696
 MK1696.The horizontal coordinates were scaled from a topographic map and have
 MK1696.an estimated accuracy of +/- 6 seconds.
 MK1696
 MK1696.The orthometric height was determined by differential leveling
 MK1696.and adjusted by the National Geodetic Survey in June 1991..
 MK1696
 MK1696.The geoid height was determined by GEOID03.
 MK1696
 MK1696.The dynamic height is computed by dividing the NAVD 88
 MK1696.geopotential number by the normal gravity value computed on the
 MK1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1696.degrees latitude (g = 980.6199 gals.).
 MK1696
 MK1696.The modeled gravity was interpolated from observed gravity values.
 MK1696
 MK1696;                    North         East    Units  Estimated Accuracy
 MK1696;SPC NE       -   223,730.      675,120.      MT  (+/- 180 meters Scaled)
 MK1696
 MK1696                          SUPERSEDED SURVEY CONTROL
 MK1696
 MK1696  NGVD 29 (??/??/92)  580.667  (m)         1905.07   (f) ADJ UNCH    2 0
 MK1696
 MK1696.Superseded values are not recommended for survey control.
 MK1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1696.See file dsdata.txt to determine how the superseded data were derived.
 MK1696
 MK1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM920314(NAD 83)
 MK1696_MARKER: DB = BENCH MARK DISK
 MK1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1696_STAMPING: N 312 1950
 MK1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1696+STABILITY: SURFACE MOTION
 MK1696
 MK1696  HISTORY     - Date     Condition        Report By
 MK1696  HISTORY     - 1950     MONUMENTED       CGS
 MK1696  HISTORY     - 1989     GOOD             LOCSUR
 MK1696
 MK1696                          STATION DESCRIPTION
 MK1696
 MK1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1696'11.7 MI E FROM PETERSBURG.
 MK1696'0.3 MILE SOUTHWEST ALONG A GRAVELED STREET FROM THE WATER TOWER
 MK1696'AT PETERSBURG, THENCE 4.9 MILES EAST ALONG A GRAVELED ROAD,
 MK1696'THENCE 1.5 MILES SOUTH ALONG A DIRT ROAD, THENCE 5.0 MILES EAST
 MK1696'ALONG A DIRT ROAD, AT A ROAD INTERSECTION, 70 FEET NORTH OF THE
 MK1696'CENTER LINE OF AN EAST AND WEST ROAD, 46 FEET NORTH OF A TELEPHONE
 MK1696'POLE, 38 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 MK1696'29 FEET NORTH OF THE CENTER OF A WIRE GATE, 1 FOOT EAST OF A
 MK1696'FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1696'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS MARK IS
 MK1696'0.75 MILE WEST OF BENCH MARK K 311.
 MK1696
 MK1696                          STATION RECOVERY (1989)
 MK1696
 MK1696'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0089 ***********************************************************************
 ML0089  DESIGNATION -  N 313
 ML0089  PID         -  ML0089
 ML0089  STATE/COUNTY-  NE/WHEELER
 ML0089  USGS QUAD   -  MUD CREEK (1985)
 ML0089
 ML0089                         *CURRENT SURVEY CONTROL
 ML0089  ___________________________________________________________________
 ML0089* NAD 83(1986)-  41 46 13.     (N)    098 22 23.     (W)     SCALED    
 ML0089* NAVD 88     -       646.528  (meters)    2121.15   (feet)  ADJUSTED  
 ML0089  ___________________________________________________________________
 ML0089  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 ML0089  DYNAMIC HT  -         646.227 (meters)    2120.16  (feet)  COMP
 ML0089  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 ML0089
 ML0089  VERT ORDER  -  SECOND    CLASS 0
 ML0089
 ML0089.The horizontal coordinates were scaled from a topographic map and have
 ML0089.an estimated accuracy of +/- 6 seconds.
 ML0089
 ML0089.The orthometric height was determined by differential leveling
 ML0089.and adjusted by the National Geodetic Survey in June 1991..
 ML0089
 ML0089.The geoid height was determined by GEOID03.
 ML0089
 ML0089.The dynamic height is computed by dividing the NAVD 88
 ML0089.geopotential number by the normal gravity value computed on the
 ML0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0089.degrees latitude (g = 980.6199 gals.).
 ML0089
 ML0089.The modeled gravity was interpolated from observed gravity values.
 ML0089
 ML0089;                    North         East    Units  Estimated Accuracy
 ML0089;SPC NE       -   216,320.      635,230.      MT  (+/- 180 meters Scaled)
 ML0089
 ML0089                          SUPERSEDED SURVEY CONTROL
 ML0089
 ML0089  NGVD 29 (??/??/92)  646.289  (m)         2120.37   (f) ADJ UNCH    2 0
 ML0089
 ML0089.Superseded values are not recommended for survey control.
 ML0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0089.See file dsdata.txt to determine how the superseded data were derived.
 ML0089
 ML0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM521244(NAD 83)
 ML0089_MARKER: DB = BENCH MARK DISK
 ML0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0089_STAMPING: N 313 1950
 ML0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0089+STABILITY: SURFACE MOTION
 ML0089
 ML0089  HISTORY     - Date     Condition        Report By
 ML0089  HISTORY     - 1950     MONUMENTED       CGS
 ML0089
 ML0089                          STATION DESCRIPTION
 ML0089
 ML0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0089'5.6 MI N FROM SPALDING.
 ML0089'5.6 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 ML0089'STATE HIGHWAYS 101 AND 91 AT SPALDING, AT A ROAD INTERSECTION,
 ML0089'94 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET WEST OF A
 ML0089'FENCE CORNER, 24 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 ML0089'WEST ROAD, 1.3 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A WITNESS
 ML0089'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 ML0089'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0862 ***********************************************************************
 LH0862  DESIGNATION -  N 315
 LH0862  PID         -  LH0862
 LH0862  STATE/COUNTY-  NE/DAWSON
 LH0862  USGS QUAD   -  SUMNER (1962)
 LH0862
 LH0862                         *CURRENT SURVEY CONTROL
 LH0862  ___________________________________________________________________
 LH0862* NAD 83(1986)-  40 57 35.     (N)    099 33 54.     (W)     SCALED    
 LH0862* NAVD 88     -       732.325  (meters)    2402.64   (feet)  ADJUSTED  
 LH0862  ___________________________________________________________________
 LH0862  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 LH0862  DYNAMIC HT  -         731.909 (meters)    2401.27  (feet)  COMP
 LH0862  MODELED GRAV-     980,031.7   (mgal)                       NAVD 88
 LH0862
 LH0862  VERT ORDER  -  SECOND    CLASS 0
 LH0862
 LH0862.The horizontal coordinates were scaled from a topographic map and have
 LH0862.an estimated accuracy of +/- 6 seconds.
 LH0862
 LH0862.The orthometric height was determined by differential leveling
 LH0862.and adjusted by the National Geodetic Survey in June 1991..
 LH0862
 LH0862.The geoid height was determined by GEOID03.
 LH0862
 LH0862.The dynamic height is computed by dividing the NAVD 88
 LH0862.geopotential number by the normal gravity value computed on the
 LH0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0862.degrees latitude (g = 980.6199 gals.).
 LH0862
 LH0862.The modeled gravity was interpolated from observed gravity values.
 LH0862
 LH0862;                    North         East    Units  Estimated Accuracy
 LH0862;SPC NE       -   125,150.      536,610.      MT  (+/- 180 meters Scaled)
 LH0862
 LH0862                          SUPERSEDED SURVEY CONTROL
 LH0862
 LH0862  NGVD 29 (??/??/92)  732.053  (m)         2401.74   (f) ADJ UNCH    2 0
 LH0862
 LH0862.Superseded values are not recommended for survey control.
 LH0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0862.See file dsdata.txt to determine how the superseded data were derived.
 LH0862
 LH0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML524344(NAD 83)
 LH0862_MARKER: DB = BENCH MARK DISK
 LH0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0862_STAMPING: N 315 1950
 LH0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0862+STABILITY: SURFACE MOTION
 LH0862
 LH0862  HISTORY     - Date     Condition        Report By
 LH0862  HISTORY     - 1950     MONUMENTED       CGS
 LH0862  HISTORY     - 1983     GOOD             LOCSUR
 LH0862
 LH0862                          STATION DESCRIPTION
 LH0862
 LH0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0862'3.1 MI W FROM SUMNER.
 LH0862'3.1 MILE WEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 LH0862'UNION PACIFIC RAILWAY STATION AT SUMNER, AT THE SOUTHEAST
 LH0862'ENTRANCE TO A CEMETERY, 33 FEET NORTH OF THE CENTER LINE OF
 LH0862'NEBRASKA STATE HIGHWAY NO. 40, 26 FEET WEST OF A TELEPHONE POLE,
 LH0862'8.7 FEET WEST OF THE CENTER LINE OF A DRIVE LEADING NORTH INTO
 LH0862'THE CEMETERY, 2.3 FEET EAST OF A REFERENCE POST, 1.3 FEET SOUTH
 LH0862'OF A FENCE, AND SET IN THE TOP OF A 5.3 FOOT CONCRETE POST
 LH0862'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LH0862
 LH0862                          STATION RECOVERY (1983)
 LH0862
 LH0862'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0832 ***********************************************************************
 ML0832  DESIGNATION -  N 316
 ML0832  PID         -  ML0832
 ML0832  STATE/COUNTY-  NE/CUSTER
 ML0832  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0832
 ML0832                         *CURRENT SURVEY CONTROL
 ML0832  ___________________________________________________________________
 ML0832* NAD 83(1986)-  41 03 34.     (N)    099 40 46.     (W)     SCALED    
 ML0832* NAVD 88     -       758.197  (meters)    2487.52   (feet)  ADJUSTED  
 ML0832  ___________________________________________________________________
 ML0832  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 ML0832  DYNAMIC HT  -         757.763 (meters)    2486.09  (feet)  COMP
 ML0832  MODELED GRAV-     980,026.3   (mgal)                       NAVD 88
 ML0832
 ML0832  VERT ORDER  -  SECOND    CLASS 0
 ML0832
 ML0832.The horizontal coordinates were scaled from a topographic map and have
 ML0832.an estimated accuracy of +/- 6 seconds.
 ML0832
 ML0832.The orthometric height was determined by differential leveling
 ML0832.and adjusted by the National Geodetic Survey in June 1991..
 ML0832
 ML0832.The geoid height was determined by GEOID03.
 ML0832
 ML0832.The dynamic height is computed by dividing the NAVD 88
 ML0832.geopotential number by the normal gravity value computed on the
 ML0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0832.degrees latitude (g = 980.6199 gals.).
 ML0832
 ML0832.The modeled gravity was interpolated from observed gravity values.
 ML0832
 ML0832;                    North         East    Units  Estimated Accuracy
 ML0832;SPC NE       -   136,180.      526,940.      MT  (+/- 180 meters Scaled)
 ML0832
 ML0832                          SUPERSEDED SURVEY CONTROL
 ML0832
 ML0832  NGVD 29 (??/??/92)  757.913  (m)         2486.59   (f) ADJ UNCH    2 0
 ML0832
 ML0832.Superseded values are not recommended for survey control.
 ML0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0832.See file dsdata.txt to determine how the superseded data were derived.
 ML0832
 ML0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML429455(NAD 83)
 ML0832_MARKER: DB = BENCH MARK DISK
 ML0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0832_STAMPING: N 316 1950
 ML0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0832+STABILITY: SURFACE MOTION
 ML0832
 ML0832  HISTORY     - Date     Condition        Report By
 ML0832  HISTORY     - 1950     MONUMENTED       CGS
 ML0832  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 ML0832
 ML0832                          STATION DESCRIPTION
 ML0832
 ML0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0832'7 MI SE FROM OCONTO.
 ML0832'7.0 MILES SOUTHEAST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0832'UNION PACIFIC RAILWAY STATION AT OCONTO, AT THE JUNCTION OF A
 ML0832'DIRT ROAD LEADING EAST, 141 FEET SOUTHEAST OF THE CENTER LINE
 ML0832'OF THE DIRT ROAD LEADING EAST, 124 FEET NORTHEAST OF THE CENTER
 ML0832'LINE OF NEBRASKA STATE HIGHWAY NO. 40, 40 FEET NORTHEAST OF THE
 ML0832'NORTHEAST RAIL OF THE TRACK, 3.6 FEET SOUTHWEST OF A TELEPHONE
 ML0832'POLE, 1.5 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE
 ML0832'TOP OF A 5.6 FOOT CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 ML0832'GROUND.
 ML0832
 ML0832                          STATION RECOVERY (1983)
 ML0832
 ML0832'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ML0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0803 ***********************************************************************
 ML0803  DESIGNATION -  N 317
 ML0803  PID         -  ML0803
 ML0803  STATE/COUNTY-  NE/CUSTER
 ML0803  USGS QUAD   -  MURPHY TABLE (1972)
 ML0803
 ML0803                         *CURRENT SURVEY CONTROL
 ML0803  ___________________________________________________________________
 ML0803* NAD 83(1986)-  41 21 24.     (N)    100 00 01.     (W)     SCALED    
 ML0803* NAVD 88     -       797.466  (meters)    2616.35   (feet)  ADJUSTED  
 ML0803  ___________________________________________________________________
 ML0803  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 ML0803  DYNAMIC HT  -         797.036 (meters)    2614.94  (feet)  COMP
 ML0803  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 ML0803
 ML0803  VERT ORDER  -  SECOND    CLASS 0
 ML0803
 ML0803.The horizontal coordinates were scaled from a topographic map and have
 ML0803.an estimated accuracy of +/- 6 seconds.
 ML0803
 ML0803.The orthometric height was determined by differential leveling
 ML0803.and adjusted by the National Geodetic Survey in June 1991..
 ML0803
 ML0803.The geoid height was determined by GEOID03.
 ML0803
 ML0803.The dynamic height is computed by dividing the NAVD 88
 ML0803.geopotential number by the normal gravity value computed on the
 ML0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0803.degrees latitude (g = 980.6199 gals.).
 ML0803
 ML0803.The modeled gravity was interpolated from observed gravity values.
 ML0803
 ML0803;                    North         East    Units  Estimated Accuracy
 ML0803;SPC NE       -   169,130.      499,980.      MT  (+/- 180 meters Scaled)
 ML0803
 ML0803                          SUPERSEDED SURVEY CONTROL
 ML0803
 ML0803  NGVD 29 (??/??/92)  797.218  (m)         2615.54   (f) ADJ UNCH    2 0
 ML0803
 ML0803.Superseded values are not recommended for survey control.
 ML0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0803.See file dsdata.txt to determine how the superseded data were derived.
 ML0803
 ML0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML163788(NAD 83)
 ML0803_MARKER: DB = BENCH MARK DISK
 ML0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0803_STAMPING: N 317 1950
 ML0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0803+STABILITY: SURFACE MOTION
 ML0803
 ML0803  HISTORY     - Date     Condition        Report By
 ML0803  HISTORY     - 1950     MONUMENTED       CGS
 ML0803
 ML0803                          STATION DESCRIPTION
 ML0803
 ML0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0803'7.8 MI NW FROM CALLAWAY.
 ML0803'0.3 MILE NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0803'UNION PACIFIC RAILWAY STATION AT CALLAWAY, THENCE 1.6 MILES NORTH
 ML0803'ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A GRAVELED
 ML0803'ROAD, THENCE 1.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.15
 ML0803'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST ALONG
 ML0803'A GRAVELED ROAD, THENCE 0.85 MILE NORTHWEST ALONG A GRAVELED
 ML0803'ROAD, 64 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 30 FEET
 ML0803'NORTHEAST OF A POWERLINE POLE, 28 FEET SOUTHEAST OF THE CENTER
 ML0803'LINE OF A PRIVATE DRIVE LEADING NORTHEAST TO A FARMHOUSE, 2.3
 ML0803'FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A
 ML0803'WOVENWIRE FENCE, AND SET IN THE TOP OF A 5 FOOT CONCRETE POST
 ML0803'SET FLUSH WITH THE GROUND.  NOTE-- GRAVELED RD. HAS BEEN RELOCATED
 ML0803'ABOUT .5 MI NE AND OLD RD. IS NOW A PRIVATE FIELD RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0602 ***********************************************************************
 ML0602  DESIGNATION -  N 318
 ML0602  PID         -  ML0602
 ML0602  STATE/COUNTY-  NE/CUSTER
 ML0602  USGS QUAD   -  WALWORTH (1978)
 ML0602
 ML0602                         *CURRENT SURVEY CONTROL
 ML0602  ___________________________________________________________________
 ML0602* NAD 83(1986)-  41 39 16.     (N)    099 30 52.     (W)     SCALED    
 ML0602* NAVD 88     -       727.279  (meters)    2386.08   (feet)  ADJUSTED  
 ML0602  ___________________________________________________________________
 ML0602  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 ML0602  DYNAMIC HT  -         726.913 (meters)    2384.88  (feet)  COMP
 ML0602  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 ML0602
 ML0602  VERT ORDER  -  SECOND    CLASS 0
 ML0602
 ML0602.The horizontal coordinates were scaled from a topographic map and have
 ML0602.an estimated accuracy of +/- 6 seconds.
 ML0602
 ML0602.The orthometric height was determined by differential leveling
 ML0602.and adjusted by the National Geodetic Survey in June 1991..
 ML0602
 ML0602.The geoid height was determined by GEOID03.
 ML0602
 ML0602.The dynamic height is computed by dividing the NAVD 88
 ML0602.geopotential number by the normal gravity value computed on the
 ML0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0602.degrees latitude (g = 980.6199 gals.).
 ML0602
 ML0602.The modeled gravity was interpolated from observed gravity values.
 ML0602
 ML0602;                    North         East    Units  Estimated Accuracy
 ML0602;SPC NE       -   202,300.      540,430.      MT  (+/- 180 meters Scaled)
 ML0602
 ML0602                          SUPERSEDED SURVEY CONTROL
 ML0602
 ML0602  NGVD 29 (??/??/92)  727.014  (m)         2385.21   (f) ADJ UNCH    2 0
 ML0602
 ML0602.Superseded values are not recommended for survey control.
 ML0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0602.See file dsdata.txt to determine how the superseded data were derived.
 ML0602
 ML0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM571115(NAD 83)
 ML0602_MARKER: DB = BENCH MARK DISK
 ML0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0602_STAMPING: N 318 1950
 ML0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0602+STABILITY: SURFACE MOTION
 ML0602
 ML0602  HISTORY     - Date     Condition        Report By
 ML0602  HISTORY     - 1950     MONUMENTED       CGS
 ML0602
 ML0602                          STATION DESCRIPTION
 ML0602
 ML0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0602'8.7 MI NW FROM SARGENT.
 ML0602'0.75 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0602'SARGENT, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 ML0602'6.95 MILES WEST ALONG A GRAVELED ROAD, 0.3 MILE EAST OF A DIRT
 ML0602'ROAD WHICH LEADS SOUTH, 35 FEET SOUTH OF THE CENTER LINE OF THE
 ML0602'EAST AND WEST ROAD, 5 FEET SOUTH OF A FENCE, 3 FEET NORTHWEST OF
 ML0602'A 20 INCH COTTONWOOD TREE, 1.7 FEET EAST OF A WITNESS POST,
 ML0602'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 ML0602'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0985 ***********************************************************************
 ML0985  CBN         -  This is a Cooperative Base Network Control Station.
 ML0985  DESIGNATION -  N 319
 ML0985  PID         -  ML0985
 ML0985  STATE/COUNTY-  NE/LOUP
 ML0985  USGS QUAD   -  ALMERIA (1978)
 ML0985
 ML0985                         *CURRENT SURVEY CONTROL
 ML0985  ___________________________________________________________________
 ML0985* NAD 83(1995)-  41 49 41.57934(N)    099 35 13.40105(W)     ADJUSTED  
 ML0985* NAVD 88     -       758.885  (meters)    2489.78   (feet)  ADJUSTED  
 ML0985  ___________________________________________________________________
 ML0985  X           -    -792,807.769 (meters)                     COMP
 ML0985  Y           -  -4,693,809.663 (meters)                     COMP
 ML0985  Z           -   4,231,896.230 (meters)                     COMP
 ML0985  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 ML0985  ELLIP HEIGHT-         736.12  (meters)          (09/24/01) GPS OBS
 ML0985  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 ML0985  DYNAMIC HT  -         758.517 (meters)    2488.57  (feet)  COMP
 ML0985  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 ML0985
 ML0985  HORZ ORDER  -  B
 ML0985  VERT ORDER  -  SECOND    CLASS 0
 ML0985  ELLP ORDER  -  FOURTH    CLASS I
 ML0985
 ML0985.The horizontal coordinates were established by GPS observations
 ML0985.and adjusted by the National Geodetic Survey in June 1996..
 ML0985
 ML0985.The orthometric height was determined by differential leveling
 ML0985.and adjusted by the National Geodetic Survey in June 1991..
 ML0985
 ML0985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0985
 ML0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML0985
 ML0985.The ellipsoidal height was determined by GPS observations
 ML0985.and is referenced to NAD 83.
 ML0985
 ML0985.The geoid height was determined by GEOID03.
 ML0985
 ML0985.The dynamic height is computed by dividing the NAVD 88
 ML0985.geopotential number by the normal gravity value computed on the
 ML0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0985.degrees latitude (g = 980.6199 gals.).
 ML0985
 ML0985.The modeled gravity was interpolated from observed gravity values.
 ML0985
 ML0985;                    North         East     Units Scale Factor Converg.
 ML0985;SPC NE       -   221,565.638   534,293.300   MT  0.99967438   +0 16 25.2
 ML0985;UTM  14      - 4,630,870.141   451,250.792   MT  0.99962924   -0 23 29.5
 ML0985
 ML0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0985!SPC NE       -   0.99988456  x   0.99967438  =   0.99955897
 ML0985!UTM  14      -   0.99988456  x   0.99962924  =   0.99951384
 ML0985
 ML0985                          SUPERSEDED SURVEY CONTROL
 ML0985
 ML0985  ELLIP H (06/25/96)  736.16   (m)                       GP(       ) 1 1
 ML0985  NAVD 88 (06/25/96)  758.88   (m)         2489.8    (f) LEVELING    3  
 ML0985  NGVD 29 (??/??/92)  758.613  (m)         2488.88   (f) ADJ UNCH    2 0
 ML0985
 ML0985.Superseded values are not recommended for survey control.
 ML0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0985.See file dsdata.txt to determine how the superseded data were derived.
 ML0985
 ML0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM5125130870(NAD 83)
 ML0985_MARKER: DB = BENCH MARK DISK
 ML0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0985_STAMPING: N 319 1950
 ML0985_MARK LOGO: CGS   
 ML0985_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0985+STABILITY: SURFACE MOTION
 ML0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0985+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1995
 ML0985
 ML0985  HISTORY     - Date     Condition        Report By
 ML0985  HISTORY     - 1950     MONUMENTED       CGS
 ML0985  HISTORY     - 19950525 GOOD             NGS
 ML0985
 ML0985                          STATION DESCRIPTION
 ML0985
 ML0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0985'3.6 MI W FROM ALMERIA.
 ML0985'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0985'ALMERIA, THENCE 1.05 MILES WEST ALONG A DIRT ROAD, ON TOP OF
 ML0985'A SMALL KNOLL, 0.35 MILE WEST OF A FARM DRIVE WHICH LEADS SOUTH
 ML0985'TO A FARMHOUSE, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 ML0985'2 FEET SOUTH OF A FENCE, 1.3 FEET WEST OF A WITNESS POST, SET
 ML0985'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 ML0985'GROUND.
 ML0985
 ML0985                          STATION RECOVERY (1995)
 ML0985
 ML0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0985'THE MARK IS LOCATED ABOUT 15.5 MI (24.9 KM) EAST-SOUTHEAST OF
 ML0985'BREWSTER, 11.5 MI (18.5 KM) WEST-NORTHWEST OF TAYLOR, 3.5 MI (5.6 KM)
 ML0985'WEST OF ALMERIA, 1.25 MI (2.01 KM) SOUTHWEST OF STATE HIGHWAY 91, 0.3
 ML0985'MI (0.5 KM) WEST OF A FARM SITE, ON THE NORTH RIGHT-OF-WAY OF A COUNTY
 ML0985'ROAD AND IN THE SW1/4, SEC36, T22N, R20W.  TO REACH THE MARK FROM THE
 ML0985'JUNCTION OF U.S. HIGHWAY 183 WITH STATE HIGHWAY 91 AT TAYLOR, GO WEST
 ML0985'AND NORTHWEST ON HIGHWAY 91 FOR 9.85 TO THE OLD TOWN OF ALMERIA ON THE
 ML0985'LEFT.  CONTINUE NORTHWEST ON THE HIGHWAY FOR 2.20 MI (3.54 KM) TO A
 ML0985'GRADED ROAD CROSSROAD.  TURN SHARP LEFT AND GO SOUTH ON THE GRADED
 ML0985'ROAD, KNOBBY RIDGE ROAD, FOR 0.55 MI (0.89 KM) TO A CURVE TO THE RIGHT
 ML0985'AND WEST.  CONTINUE WEST ON THE GRADED ROAD FOR 1.35 MI (2.17 KM) TO
 ML0985'THE MARK ON THE RIGHT, ATOP A LOW RISE.  THE DISK IS SET INTO THE TOP
 ML0985'OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 ML0985'36.5 FT (11.1 M) NORTH OF THE CENTERLINE OF THE ROAD, 2.8 FT (0.9 M)
 ML0985'EAST OF A FIBERGLASS WITNESS POST, 1.5 FT (0.5 M) WEST OF A WOODEN
 ML0985'WITNESS POST, 1.7 FT (0.5 M) SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND
 ML0985'IS ABOUT 2.0 FT (0.6 M) HIGHER THAN THE ROAD.  REBAR WAS DRIVEN ALONG
 ML0985'THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0848 ***********************************************************************
 LH0848  DESIGNATION -  N 320
 LH0848  PID         -  LH0848
 LH0848  STATE/COUNTY-  NE/DAWSON
 LH0848  USGS QUAD   -  BUFFALO (1962)
 LH0848
 LH0848                         *CURRENT SURVEY CONTROL
 LH0848  ___________________________________________________________________
 LH0848* NAD 83(1986)-  40 59 04.     (N)    099 50 40.     (W)     SCALED    
 LH0848* NAVD 88     -       799.673  (meters)    2623.59   (feet)  ADJUSTED  
 LH0848  ___________________________________________________________________
 LH0848  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 LH0848  DYNAMIC HT  -         799.207 (meters)    2622.07  (feet)  COMP
 LH0848  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 LH0848
 LH0848  VERT ORDER  -  SECOND    CLASS 0
 LH0848
 LH0848.The horizontal coordinates were scaled from a topographic map and have
 LH0848.an estimated accuracy of +/- 6 seconds.
 LH0848
 LH0848.The orthometric height was determined by differential leveling
 LH0848.and adjusted by the National Geodetic Survey in June 1991..
 LH0848
 LH0848.The geoid height was determined by GEOID03.
 LH0848
 LH0848.The dynamic height is computed by dividing the NAVD 88
 LH0848.geopotential number by the normal gravity value computed on the
 LH0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0848.degrees latitude (g = 980.6199 gals.).
 LH0848
 LH0848.The modeled gravity was interpolated from observed gravity values.
 LH0848
 LH0848;                    North         East    Units  Estimated Accuracy
 LH0848;SPC NE       -   127,820.      513,090.      MT  (+/- 180 meters Scaled)
 LH0848
 LH0848                          SUPERSEDED SURVEY CONTROL
 LH0848
 LH0848  NGVD 29 (??/??/92)  799.371  (m)         2622.60   (f) ADJ UNCH    2 0
 LH0848
 LH0848.Superseded values are not recommended for survey control.
 LH0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0848.See file dsdata.txt to determine how the superseded data were derived.
 LH0848
 LH0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML289373(NAD 83)
 LH0848_MARKER: DB = BENCH MARK DISK
 LH0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0848_STAMPING: N 320 1950
 LH0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0848+STABILITY: SURFACE MOTION
 LH0848
 LH0848  HISTORY     - Date     Condition        Report By
 LH0848  HISTORY     - 1950     MONUMENTED       CGS
 LH0848
 LH0848                          STATION DESCRIPTION
 LH0848
 LH0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0848'0.7 MI NW FROM BUFFALO.
 LH0848'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LH0848'BUFFALO, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, AT A SMALL
 LH0848'CEMETERY, 145 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 LH0848'ROAD, 33 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 LH0848'11 FEET SOUTH OF THE CEMETERY GATE, 1.3 FEET EAST OF A FENCE,
 LH0848'2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LH0848'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0781 ***********************************************************************
 LH0781  DESIGNATION -  N 321
 LH0781  PID         -  LH0781
 LH0781  STATE/COUNTY-  NE/DAWSON
 LH0781  USGS QUAD   -  COZAD (1971)
 LH0781
 LH0781                         *CURRENT SURVEY CONTROL
 LH0781  ___________________________________________________________________
 LH0781* NAD 83(1986)-  40 49 29.     (N)    099 54 01.     (W)     SCALED    
 LH0781* NAVD 88     -       749.779  (meters)    2459.90   (feet)  ADJUSTED  
 LH0781  ___________________________________________________________________
 LH0781  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 LH0781  DYNAMIC HT  -         749.337 (meters)    2458.45  (feet)  COMP
 LH0781  MODELED GRAV-     980,010.2   (mgal)                       NAVD 88
 LH0781
 LH0781  VERT ORDER  -  FIRST     CLASS II
 LH0781
 LH0781.The horizontal coordinates were scaled from a topographic map and have
 LH0781.an estimated accuracy of +/- 6 seconds.
 LH0781
 LH0781.The orthometric height was determined by differential leveling
 LH0781.and adjusted by the National Geodetic Survey in June 1991..
 LH0781
 LH0781.The geoid height was determined by GEOID03.
 LH0781
 LH0781.The dynamic height is computed by dividing the NAVD 88
 LH0781.geopotential number by the normal gravity value computed on the
 LH0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0781.degrees latitude (g = 980.6199 gals.).
 LH0781
 LH0781.The modeled gravity was interpolated from observed gravity values.
 LH0781
 LH0781;                    North         East    Units  Estimated Accuracy
 LH0781;SPC NE       -   110,080.      508,410.      MT  (+/- 180 meters Scaled)
 LH0781
 LH0781                          SUPERSEDED SURVEY CONTROL
 LH0781
 LH0781  NGVD 29 (02/14/92)  749.484  (m)         2458.93   (f) ADJUSTED    1 2
 LH0781
 LH0781.Superseded values are not recommended for survey control.
 LH0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0781.See file dsdata.txt to determine how the superseded data were derived.
 LH0781
 LH0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML240196(NAD 83)
 LH0781_MARKER: DB = BENCH MARK DISK
 LH0781_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LH0781_SP_SET: WINGWALL
 LH0781_STAMPING: N 321 1950
 LH0781_MARK LOGO: CGS   
 LH0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0781+STABILITY: SURFACE MOTION
 LH0781
 LH0781  HISTORY     - Date     Condition        Report By
 LH0781  HISTORY     - 1950     MONUMENTED       CGS
 LH0781  HISTORY     - 1986     GOOD             NGS
 LH0781
 LH0781                          STATION DESCRIPTION
 LH0781
 LH0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0781'0.8 MI NW FROM DARR.
 LH0781'0.8 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0781'STATION AT DARR, 64 FEET EAST OF THE CENTER LINE OF A NORTH
 LH0781'AND SOUTH ROAD, 23.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 LH0781'THE NORTHEAST SET OF TRACKS, LEVEL WITH THE TOP OF THE RAILS,
 LH0781'SET IN THE TOP OF THE NORTHEAST END OF THE EAST WINGWALL OF
 LH0781'IRRIGATION CULVERT 233.31.
 LH0781
 LH0781                          STATION RECOVERY (1986)
 LH0781
 LH0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0781'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.8 KM (9.25
 LH0781'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE US HIGHWAY 283 OVERPASS
 LH0781'BRIDGE AT LEXINGTON, IN TOP OF THE NORTH END OF THE EAST WINGWALL FOR
 LH0781'AN IRRIGATION CULVERT UNDER THE UNION PACIFIC RAILROAD, 0.3 KM (0.2
 LH0781'MI) NORTHWEST OF MILEPOST 229, ALSO 8.0 KM (5.0 MI) SOUTHEAST OF
 LH0781'COZAD, 33.5 METERS (110 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 19.5
 LH0781'METERS (64 FT) EAST OF THE CENTER OF A ROAD AND 7.1 METERS (23.5 FT)
 LH0781'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS.
 LH0781'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0309 ***********************************************************************
 ML0309  DESIGNATION -  N 322
 ML0309  PID         -  ML0309
 ML0309  STATE/COUNTY-  NE/SHERMAN
 ML0309  USGS QUAD   -  LOUP CITY SE (1978)
 ML0309
 ML0309                         *CURRENT SURVEY CONTROL
 ML0309  ___________________________________________________________________
 ML0309* NAD 83(1986)-  41 16 27.     (N)    098 48 53.     (W)     SCALED    
 ML0309* NAVD 88     -       629.838  (meters)    2066.39   (feet)  ADJUSTED  
 ML0309  ___________________________________________________________________
 ML0309  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 ML0309  DYNAMIC HT  -         629.514 (meters)    2065.33  (feet)  COMP
 ML0309  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 ML0309
 ML0309  VERT ORDER  -  FIRST     CLASS II
 ML0309
 ML0309.The horizontal coordinates were scaled from a topographic map and have
 ML0309.an estimated accuracy of +/- 6 seconds.
 ML0309
 ML0309.The orthometric height was determined by differential leveling
 ML0309.and adjusted by the National Geodetic Survey in June 1991..
 ML0309
 ML0309.The geoid height was determined by GEOID03.
 ML0309
 ML0309.The dynamic height is computed by dividing the NAVD 88
 ML0309.geopotential number by the normal gravity value computed on the
 ML0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0309.degrees latitude (g = 980.6199 gals.).
 ML0309
 ML0309.The modeled gravity was interpolated from observed gravity values.
 ML0309
 ML0309;                    North         East    Units  Estimated Accuracy
 ML0309;SPC NE       -   160,650.      599,270.      MT  (+/- 180 meters Scaled)
 ML0309
 ML0309                          SUPERSEDED SURVEY CONTROL
 ML0309
 ML0309  NGVD 29 (??/??/92)  629.592  (m)         2065.59   (f) ADJ UNCH    1 2
 ML0309
 ML0309.Superseded values are not recommended for survey control.
 ML0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0309.See file dsdata.txt to determine how the superseded data were derived.
 ML0309
 ML0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL155692(NAD 83)
 ML0309_MARKER: DB = BENCH MARK DISK
 ML0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0309_STAMPING: N 322 1950
 ML0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0309+STABILITY: SURFACE MOTION
 ML0309
 ML0309  HISTORY     - Date     Condition        Report By
 ML0309  HISTORY     - 1950     MONUMENTED       CGS
 ML0309
 ML0309                          STATION DESCRIPTION
 ML0309
 ML0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0309'2 MI NW FROM ASHTON.
 ML0309'2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0309'RAILROAD FROM THE STATION AT ASHTON, 5 1/2 RAILS NORTHWEST OF
 ML0309'MILEPOST 31, 95 FEET WEST OF THE CENTER OF A PRIVATE ROAD
 ML0309'CROSSING, 76 FEET NORTHWEST OF THE CENTER OF A GATE, 47 FEET
 ML0309'SOUTHWEST OF THE SOUTHWEST RAIL, 5.4 FEET SOUTH OF A TELEGRAPH
 ML0309'POLE, 1 FOOT NORTHEAST OF A FENCE, 1.6 FEET SOUTHEAST OF A
 ML0309'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0309'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0319 ***********************************************************************
 ML0319  DESIGNATION -  N 323
 ML0319  PID         -  ML0319
 ML0319  STATE/COUNTY-  NE/SHERMAN
 ML0319  USGS QUAD   -  ASHTON (1954)
 ML0319
 ML0319                         *CURRENT SURVEY CONTROL
 ML0319  ___________________________________________________________________
 ML0319* NAD 83(1986)-  41 09 44.     (N)    098 48 20.     (W)     SCALED    
 ML0319* NAVD 88     -       633.198  (meters)    2077.42   (feet)  ADJUSTED  
 ML0319  ___________________________________________________________________
 ML0319  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ML0319  DYNAMIC HT  -         632.875 (meters)    2076.36  (feet)  COMP
 ML0319  MODELED GRAV-     980,091.7   (mgal)                       NAVD 88
 ML0319
 ML0319  VERT ORDER  -  FIRST     CLASS II
 ML0319
 ML0319.The horizontal coordinates were scaled from a topographic map and have
 ML0319.an estimated accuracy of +/- 6 seconds.
 ML0319
 ML0319.The orthometric height was determined by differential leveling
 ML0319.and adjusted by the National Geodetic Survey in June 1991..
 ML0319
 ML0319.The geoid height was determined by GEOID03.
 ML0319
 ML0319.The dynamic height is computed by dividing the NAVD 88
 ML0319.geopotential number by the normal gravity value computed on the
 ML0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0319.degrees latitude (g = 980.6199 gals.).
 ML0319
 ML0319.The modeled gravity was interpolated from observed gravity values.
 ML0319
 ML0319;                    North         East    Units  Estimated Accuracy
 ML0319;SPC NE       -   148,230.      600,210.      MT  (+/- 180 meters Scaled)
 ML0319
 ML0319                          SUPERSEDED SURVEY CONTROL
 ML0319
 ML0319  NGVD 29 (??/??/92)  632.956  (m)         2076.62   (f) ADJ UNCH    1 2
 ML0319
 ML0319.Superseded values are not recommended for survey control.
 ML0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0319.See file dsdata.txt to determine how the superseded data were derived.
 ML0319
 ML0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163567(NAD 83)
 ML0319_MARKER: DB = BENCH MARK DISK
 ML0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0319_STAMPING: N 323 1950
 ML0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0319+STABILITY: SURFACE MOTION
 ML0319
 ML0319  HISTORY     - Date     Condition        Report By
 ML0319  HISTORY     - 1950     MONUMENTED       CGS
 ML0319
 ML0319                          STATION DESCRIPTION
 ML0319
 ML0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0319'4.4 MI NE FROM ROCKVILLE.
 ML0319'1.4 MILES EAST ALONG A GRADED DIRT ROAD FROM THE JUNCTION OF
 ML0319'STATE HIGHWAYS 58 AND 68 AT ROCKVILLE, THENCE 3.0 MILES NORTH ALONG
 ML0319'A GRADED DIRT ROAD, 197 FEET SOUTH OF THE CENTER LINE OF AN EAST
 ML0319'AND WEST ROAD, 31 FEET WEST OF THE CENTER LINE OF A NORTH AND
 ML0319'SOUTH ROAD, 236 FEET NORTH OF THE NORTHWEST CORNER OF A WOODEN
 ML0319'BRIDGE, 1.3 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 ML0319'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0319'THE GROUND.  THIS MARK IS 1.0 MILE SOUTH OF BENCH MARK T 322.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0920 ***********************************************************************
 ML0920  DESIGNATION -  N 324
 ML0920  PID         -  ML0920
 ML0920  STATE/COUNTY-  NE/BLAINE
 ML0920  USGS QUAD   -  BREWSTER SE (1978)
 ML0920
 ML0920                         *CURRENT SURVEY CONTROL
 ML0920  ___________________________________________________________________
 ML0920* NAD 83(1986)-  41 46 50.     (N)    099 46 09.     (W)     SCALED    
 ML0920* NAVD 88     -       773.172  (meters)    2536.65   (feet)  ADJUSTED  
 ML0920  ___________________________________________________________________
 ML0920  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 ML0920  DYNAMIC HT  -         772.785 (meters)    2535.38  (feet)  COMP
 ML0920  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 ML0920
 ML0920  VERT ORDER  -  SECOND    CLASS 0
 ML0920
 ML0920.The horizontal coordinates were scaled from a topographic map and have
 ML0920.an estimated accuracy of +/- 6 seconds.
 ML0920
 ML0920.The orthometric height was determined by differential leveling
 ML0920.and adjusted by the National Geodetic Survey in June 1991..
 ML0920
 ML0920.The geoid height was determined by GEOID03.
 ML0920
 ML0920.The dynamic height is computed by dividing the NAVD 88
 ML0920.geopotential number by the normal gravity value computed on the
 ML0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0920.degrees latitude (g = 980.6199 gals.).
 ML0920
 ML0920.The modeled gravity was interpolated from observed gravity values.
 ML0920
 ML0920;                    North         East    Units  Estimated Accuracy
 ML0920;SPC NE       -   216,220.      519,180.      MT  (+/- 180 meters Scaled)
 ML0920
 ML0920                          SUPERSEDED SURVEY CONTROL
 ML0920
 ML0920  NGVD 29 (??/??/92)  772.890  (m)         2535.72   (f) ADJ UNCH    2 0
 ML0920
 ML0920.Superseded values are not recommended for survey control.
 ML0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0920.See file dsdata.txt to determine how the superseded data were derived.
 ML0920
 ML0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM360256(NAD 83)
 ML0920_MARKER: DB = BENCH MARK DISK
 ML0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0920_STAMPING: N 324 1950
 ML0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0920+STABILITY: SURFACE MOTION
 ML0920
 ML0920  HISTORY     - Date     Condition        Report By
 ML0920  HISTORY     - 1950     MONUMENTED       CGS
 ML0920
 ML0920                          STATION DESCRIPTION
 ML0920
 ML0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0920'5.7 MI NW FROM MILBURN.
 ML0920'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT MILBURN,
 ML0920'THENCE 4.7 MILES NORTHWEST ALONG A WINDING SAND ROAD, 175 FEET
 ML0920'NORTHWEST OF A GATE, 47 FEET WEST OF THE CENTER LINE OF THE
 ML0920'ROAD, 8.5 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE,
 ML0920'AT THE SOUTHEAST CORNER OF A GROVE OF COTTONWOOD TREES, 1.7 FEET
 ML0920'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0920'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1445 ***********************************************************************
 MK1445  DESIGNATION -  N 325
 MK1445  PID         -  MK1445
 MK1445  STATE/COUNTY-  NE/POLK
 MK1445  USGS QUAD   -  SWEDEHOME (1962)
 MK1445
 MK1445                         *CURRENT SURVEY CONTROL
 MK1445  ___________________________________________________________________
 MK1445* NAD 83(1986)-  41 10 39.     (N)    097 43 59.     (W)     SCALED    
 MK1445* NAVD 88     -       531.484  (meters)    1743.71   (feet)  ADJUSTED  
 MK1445  ___________________________________________________________________
 MK1445  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 MK1445  DYNAMIC HT  -         531.225 (meters)    1742.86  (feet)  COMP
 MK1445  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 MK1445
 MK1445  VERT ORDER  -  SECOND    CLASS 0
 MK1445
 MK1445.The horizontal coordinates were scaled from a topographic map and have
 MK1445.an estimated accuracy of +/- 6 seconds.
 MK1445
 MK1445.The orthometric height was determined by differential leveling
 MK1445.and adjusted by the National Geodetic Survey in June 1991..
 MK1445
 MK1445.The geoid height was determined by GEOID03.
 MK1445
 MK1445.The dynamic height is computed by dividing the NAVD 88
 MK1445.geopotential number by the normal gravity value computed on the
 MK1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1445.degrees latitude (g = 980.6199 gals.).
 MK1445
 MK1445.The modeled gravity was interpolated from observed gravity values.
 MK1445
 MK1445;                    North         East    Units  Estimated Accuracy
 MK1445;SPC NE       -   151,730.      690,130.      MT  (+/- 180 meters Scaled)
 MK1445
 MK1445                          SUPERSEDED SURVEY CONTROL
 MK1445
 MK1445  NGVD 29 (??/??/92)  531.274  (m)         1743.02   (f) ADJ UNCH    2 0
 MK1445
 MK1445.Superseded values are not recommended for survey control.
 MK1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1445.See file dsdata.txt to determine how the superseded data were derived.
 MK1445
 MK1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL062592(NAD 83)
 MK1445_MARKER: DB = BENCH MARK DISK
 MK1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1445_STAMPING: N 325 1950
 MK1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1445+STABILITY: SURFACE MOTION
 MK1445
 MK1445  HISTORY     - Date     Condition        Report By
 MK1445  HISTORY     - 1950     MONUMENTED       CGS
 MK1445
 MK1445                          STATION DESCRIPTION
 MK1445
 MK1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1445'9.7 MI W FROM OSCEOLA.
 MK1445'0.5 MILE WEST ALONG U.S. HIGHWAY 30 A (CITY ROUTE) FROM THE HIGH
 MK1445'SCHOOL AT OSCEOLA, THENCE 9.2 MILES WEST ALONG U.S. HIGHWAY 30 A,
 MK1445'AT A ROAD INTERSECTION, ALONG THE NORTH EDGE OF AN EAST AND
 MK1445'WEST WINDBREAK, 103 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MK1445'51 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 MK1445'12 FEET EAST OF THE CENTER OF A GATE, 1.4 FEET SOUTH OF A
 MK1445'FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 MK1445'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS
 MK1445'MARK IS 1.0 MILE EAST OF BENCH MARK M 325.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1510 ***********************************************************************
 MK1510  DESIGNATION -  N 326
 MK1510  PID         -  MK1510
 MK1510  STATE/COUNTY-  NE/POLK
 MK1510  USGS QUAD   -  OSCEOLA (1965)
 MK1510
 MK1510                         *CURRENT SURVEY CONTROL
 MK1510  ___________________________________________________________________
 MK1510* NAD 83(1986)-  41 14 25.     (N)    097 32 29.     (W)     SCALED    
 MK1510* NAVD 88     -       515.156  (meters)    1690.14   (feet)  ADJUSTED  
 MK1510  ___________________________________________________________________
 MK1510  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 MK1510  DYNAMIC HT  -         514.910 (meters)    1689.33  (feet)  COMP
 MK1510  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 MK1510
 MK1510  VERT ORDER  -  SECOND    CLASS 0
 MK1510
 MK1510.The horizontal coordinates were scaled from a topographic map and have
 MK1510.an estimated accuracy of +/- 6 seconds.
 MK1510
 MK1510.The orthometric height was determined by differential leveling
 MK1510.and adjusted by the National Geodetic Survey in June 1991..
 MK1510
 MK1510.The geoid height was determined by GEOID03.
 MK1510
 MK1510.The dynamic height is computed by dividing the NAVD 88
 MK1510.geopotential number by the normal gravity value computed on the
 MK1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1510.degrees latitude (g = 980.6199 gals.).
 MK1510
 MK1510.The modeled gravity was interpolated from observed gravity values.
 MK1510
 MK1510;                    North         East    Units  Estimated Accuracy
 MK1510;SPC NE       -   159,140.      706,010.      MT  (+/- 180 meters Scaled)
 MK1510
 MK1510                          SUPERSEDED SURVEY CONTROL
 MK1510
 MK1510  NGVD 29 (??/??/92)  514.956  (m)         1689.48   (f) ADJ UNCH    2 0
 MK1510
 MK1510.Superseded values are not recommended for survey control.
 MK1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1510.See file dsdata.txt to determine how the superseded data were derived.
 MK1510
 MK1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL222664(NAD 83)
 MK1510_MARKER: DB = BENCH MARK DISK
 MK1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1510_STAMPING: N 326 1950
 MK1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1510+STABILITY: SURFACE MOTION
 MK1510
 MK1510  HISTORY     - Date     Condition        Report By
 MK1510  HISTORY     - 1950     MONUMENTED       CGS
 MK1510
 MK1510                          STATION DESCRIPTION
 MK1510
 MK1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1510'4.8 MI N FROM OSCEOLA.
 MK1510'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1510'AT OSCEOLA, THENCE 1.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1510'0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.25 MILES NORTH
 MK1510'ALONG A GRAVELED ROAD, 32 FEET EAST OF THE CENTER LINE OF THE
 MK1510'ROAD, 24 FEET SOUTH OF A TELEPHONE POLE, 13 FEET NORTH OF THE
 MK1510'CENTER OF A GATE, 0.7 FOOT EAST OF A FENCE, 1.8 FEET EAST OF
 MK1510'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1510'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1512 ***********************************************************************
 MK1512  DESIGNATION -  N 327
 MK1512  PID         -  MK1512
 MK1512  STATE/COUNTY-  NE/POLK
 MK1512  USGS QUAD   -  SILVER CREEK SE (1958)
 MK1512
 MK1512                         *CURRENT SURVEY CONTROL
 MK1512  ___________________________________________________________________
 MK1512* NAD 83(1986)-  41 21 06.     (N)    097 30 10.     (W)     SCALED    
 MK1512* NAVD 88     -       455.070  (meters)    1493.01   (feet)  ADJUSTED  
 MK1512  ___________________________________________________________________
 MK1512  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 MK1512  DYNAMIC HT  -         454.868 (meters)    1492.35  (feet)  COMP
 MK1512  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 MK1512
 MK1512  VERT ORDER  -  SECOND    CLASS 0
 MK1512
 MK1512.The horizontal coordinates were scaled from a topographic map and have
 MK1512.an estimated accuracy of +/- 6 seconds.
 MK1512
 MK1512.The orthometric height was determined by differential leveling
 MK1512.and adjusted by the National Geodetic Survey in June 1991..
 MK1512
 MK1512.The geoid height was determined by GEOID03.
 MK1512
 MK1512.The dynamic height is computed by dividing the NAVD 88
 MK1512.geopotential number by the normal gravity value computed on the
 MK1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1512.degrees latitude (g = 980.6199 gals.).
 MK1512
 MK1512.The modeled gravity was interpolated from observed gravity values.
 MK1512
 MK1512;                    North         East    Units  Estimated Accuracy
 MK1512;SPC NE       -   171,590.      708,880.      MT  (+/- 180 meters Scaled)
 MK1512
 MK1512                          SUPERSEDED SURVEY CONTROL
 MK1512
 MK1512  NGVD 29 (??/??/92)  454.884  (m)         1492.40   (f) ADJ UNCH    2 0
 MK1512
 MK1512.Superseded values are not recommended for survey control.
 MK1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1512.See file dsdata.txt to determine how the superseded data were derived.
 MK1512
 MK1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL252788(NAD 83)
 MK1512_MARKER: DB = BENCH MARK DISK
 MK1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1512_STAMPING: N 327 1950
 MK1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1512+STABILITY: SURFACE MOTION
 MK1512
 MK1512  HISTORY     - Date     Condition        Report By
 MK1512  HISTORY     - 1950     MONUMENTED       CGS
 MK1512
 MK1512                          STATION DESCRIPTION
 MK1512
 MK1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1512'3 MI S FROM DUNCAN.
 MK1512'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1512'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A GRAVELED
 MK1512'ROAD, AT A ROAD INTERSECTION, 400 FEET EAST OF A FARMHOUSE, 51
 MK1512'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 24 FEET
 MK1512'NORTH OF A FENCE CORNER, 11 FEET WEST OF THE CENTER LINE OF A
 MK1512'NORTH AND SOUTH ROAD, 2.1 FEET EAST OF A FENCE, 2 FEET SOUTH
 MK1512'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1512'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0581 ***********************************************************************
 ML0581  DESIGNATION -  N 328
 ML0581  PID         -  ML0581
 ML0581  STATE/COUNTY-  NE/CUSTER
 ML0581  USGS QUAD   -  SARGENT SE (1978)
 ML0581
 ML0581                         *CURRENT SURVEY CONTROL
 ML0581  ___________________________________________________________________
 ML0581* NAD 83(1986)-  41 37 23.     (N)    099 19 20.     (W)     SCALED    
 ML0581* NAVD 88     -       699.918  (meters)    2296.31   (feet)  ADJUSTED  
 ML0581  ___________________________________________________________________
 ML0581  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 ML0581  DYNAMIC HT  -         699.571 (meters)    2295.18  (feet)  COMP
 ML0581  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 ML0581
 ML0581  VERT ORDER  -  FIRST     CLASS II
 ML0581
 ML0581.The horizontal coordinates were scaled from a topographic map and have
 ML0581.an estimated accuracy of +/- 6 seconds.
 ML0581
 ML0581.The orthometric height was determined by differential leveling
 ML0581.and adjusted by the National Geodetic Survey in June 1991..
 ML0581
 ML0581.The geoid height was determined by GEOID03.
 ML0581
 ML0581.The dynamic height is computed by dividing the NAVD 88
 ML0581.geopotential number by the normal gravity value computed on the
 ML0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0581.degrees latitude (g = 980.6199 gals.).
 ML0581
 ML0581.The modeled gravity was interpolated from observed gravity values.
 ML0581
 ML0581;                    North         East    Units  Estimated Accuracy
 ML0581;SPC NE       -   198,930.      556,470.      MT  (+/- 180 meters Scaled)
 ML0581
 ML0581                          SUPERSEDED SURVEY CONTROL
 ML0581
 ML0581  NGVD 29 (??/??/92)  699.667  (m)         2295.49   (f) ADJ UNCH    1 2
 ML0581
 ML0581.Superseded values are not recommended for survey control.
 ML0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0581.See file dsdata.txt to determine how the superseded data were derived.
 ML0581
 ML0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM731079(NAD 83)
 ML0581_MARKER: DB = BENCH MARK DISK
 ML0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0581_STAMPING: N 328 1950
 ML0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0581+STABILITY: SURFACE MOTION
 ML0581
 ML0581  HISTORY     - Date     Condition        Report By
 ML0581  HISTORY     - 1950     MONUMENTED       CGS
 ML0581
 ML0581                          STATION DESCRIPTION
 ML0581
 ML0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0581'2.4 MI SE FROM SARGENT.
 ML0581'2.4 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0581'RAILROAD FROM THE STATION AT SARGENT, 0.3 MILE SOUTHEAST OF
 ML0581'MILEPOST 71, 123 FEET SOUTHEAST OF A FENCE CORNER, 42 FEET
 ML0581'NORTHEAST OF THE NORTHEAST RAIL, 8.4 FEET SOUTHWEST OF A FENCE,
 ML0581'1.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 ML0581'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1347 ***********************************************************************
 MK1347  DESIGNATION -  N 329
 MK1347  PID         -  MK1347
 MK1347  STATE/COUNTY-  NE/BUTLER
 MK1347  USGS QUAD   -  SCHUYLER (1968)
 MK1347
 MK1347                         *CURRENT SURVEY CONTROL
 MK1347  ___________________________________________________________________
 MK1347* NAD 83(1986)-  41 22 47.     (N)    097 03 41.     (W)     SCALED    
 MK1347* NAVD 88     -       419.961  (meters)    1377.82   (feet)  ADJUSTED  
 MK1347  ___________________________________________________________________
 MK1347  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 MK1347  DYNAMIC HT  -         419.774 (meters)    1377.21  (feet)  COMP
 MK1347  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 MK1347
 MK1347  VERT ORDER  -  SECOND    CLASS 0
 MK1347
 MK1347.The horizontal coordinates were scaled from a topographic map and have
 MK1347.an estimated accuracy of +/- 6 seconds.
 MK1347
 MK1347.The orthometric height was determined by differential leveling
 MK1347.and adjusted by the National Geodetic Survey in June 1991..
 MK1347
 MK1347.The geoid height was determined by GEOID03.
 MK1347
 MK1347.The dynamic height is computed by dividing the NAVD 88
 MK1347.geopotential number by the normal gravity value computed on the
 MK1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1347.degrees latitude (g = 980.6199 gals.).
 MK1347
 MK1347.The modeled gravity was interpolated from observed gravity values.
 MK1347
 MK1347;                    North         East    Units  Estimated Accuracy
 MK1347;SPC NE       -   175,860.      745,690.      MT  (+/- 180 meters Scaled)
 MK1347
 MK1347                          SUPERSEDED SURVEY CONTROL
 MK1347
 MK1347  NGVD 29 (??/??/92)  419.792  (m)         1377.27   (f) ADJ UNCH    2 0
 MK1347
 MK1347.Superseded values are not recommended for survey control.
 MK1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1347.See file dsdata.txt to determine how the superseded data were derived.
 MK1347
 MK1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL621827(NAD 83)
 MK1347_MARKER: DB = BENCH MARK DISK
 MK1347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1347_SP_SET: CULVERT
 MK1347_STAMPING: N 329 1950
 MK1347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1347
 MK1347  HISTORY     - Date     Condition        Report By
 MK1347  HISTORY     - 1950     MONUMENTED       CGS
 MK1347
 MK1347                          STATION DESCRIPTION
 MK1347
 MK1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1347'4.6 MI S FROM SCHUYLER.
 MK1347'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1347'SCHUYLER, THENCE 4.65 MILES SOUTH ALONG STATE HIGHWAY 15, 29 FEET
 MK1347'EAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET SOUTH OF THE
 MK1347'CENTER LINE OF AN EAST AND WEST ROAD, SET IN THE TOP OF THE
 MK1347'EAST HEADWALL OF A 4 X 12 FOOT CONCRETE BOX CULVERT, LEVEL WITH
 MK1347'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0901 ***********************************************************************
 MK0901  DESIGNATION -  N 330
 MK0901  PID         -  MK0901
 MK0901  STATE/COUNTY-  NE/SAUNDERS
 MK0901  USGS QUAD   -  NORTH BEND (1968)
 MK0901
 MK0901                         *CURRENT SURVEY CONTROL
 MK0901  ___________________________________________________________________
 MK0901* NAD 83(1986)-  41 25 42.     (N)    096 50 40.     (W)     SCALED    
 MK0901* NAVD 88     -       395.931  (meters)    1298.98   (feet)  ADJUSTED  
 MK0901  ___________________________________________________________________
 MK0901  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 MK0901  DYNAMIC HT  -         395.760 (meters)    1298.42  (feet)  COMP
 MK0901  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 MK0901
 MK0901  VERT ORDER  -  SECOND    CLASS 0
 MK0901
 MK0901.The horizontal coordinates were scaled from a topographic map and have
 MK0901.an estimated accuracy of +/- 6 seconds.
 MK0901
 MK0901.The orthometric height was determined by differential leveling
 MK0901.and adjusted by the National Geodetic Survey in June 1991..
 MK0901
 MK0901.The geoid height was determined by GEOID03.
 MK0901
 MK0901.The dynamic height is computed by dividing the NAVD 88
 MK0901.geopotential number by the normal gravity value computed on the
 MK0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0901.degrees latitude (g = 980.6199 gals.).
 MK0901
 MK0901.The modeled gravity was interpolated from observed gravity values.
 MK0901
 MK0901;                    North         East    Units  Estimated Accuracy
 MK0901;SPC NE       -   181,900.      763,620.      MT  (+/- 180 meters Scaled)
 MK0901
 MK0901                          SUPERSEDED SURVEY CONTROL
 MK0901
 MK0901  NGVD 29 (??/??/92)  395.775  (m)         1298.47   (f) ADJ UNCH    2 0
 MK0901
 MK0901.Superseded values are not recommended for survey control.
 MK0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0901.See file dsdata.txt to determine how the superseded data were derived.
 MK0901
 MK0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL801885(NAD 83)
 MK0901_MARKER: DB = BENCH MARK DISK
 MK0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0901_STAMPING: N 330 1950
 MK0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0901+STABILITY: SURFACE MOTION
 MK0901
 MK0901  HISTORY     - Date     Condition        Report By
 MK0901  HISTORY     - 1950     MONUMENTED       CGS
 MK0901  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0901
 MK0901                          STATION DESCRIPTION
 MK0901
 MK0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0901'4.2 MI W FROM MORSE BLUFF.
 MK0901'1.3 MILES WEST ALONG A GRAVELED ROAD FROM THE CHICAGO AND NORTH
 MK0901'WESTERN RAILROAD STATION AT MORSE BLUFF, THENCE 2.85 MILES
 MK0901'WEST ALONG A GRADED DIRT ROAD, 128 FEET SOUTH OF THE CENTER
 MK0901'LINE OF AN EAST AND WEST ROAD, 46.5 FEET SOUTH OF THE SOUTH RAIL
 MK0901'OF THE CHICAGO AND NORTH WESTERN RAILROAD, 25 FEET WEST OF THE
 MK0901'CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH TO A FARMHOUSE,
 MK0901'1.4 FEET NORTH OF A FENCE CORNER, 1.4 FEET NORTHWEST OF A
 MK0901'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0901'0.2 FOOT ABOVE THE GROUND.
 MK0901
 MK0901                          STATION RECOVERY (1966)
 MK0901
 MK0901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0870 ***********************************************************************
 MK0870  DESIGNATION -  N 331
 MK0870  PID         -  MK0870
 MK0870  STATE/COUNTY-  NE/DODGE
 MK0870  USGS QUAD   -  NORTH BEND (1968)
 MK0870
 MK0870                         *CURRENT SURVEY CONTROL
 MK0870  ___________________________________________________________________
 MK0870* NAD 83(1986)-  41 27 35.     (N)    096 45 26.     (W)     SCALED    
 MK0870* NAVD 88     -       386.440  (meters)    1267.85   (feet)  ADJUSTED  
 MK0870  ___________________________________________________________________
 MK0870  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 MK0870  DYNAMIC HT  -         386.277 (meters)    1267.31  (feet)  COMP
 MK0870  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 MK0870
 MK0870  VERT ORDER  -  SECOND    CLASS 0
 MK0870
 MK0870.The horizontal coordinates were scaled from a topographic map and have
 MK0870.an estimated accuracy of +/- 6 seconds.
 MK0870
 MK0870.The orthometric height was determined by differential leveling
 MK0870.and adjusted by the National Geodetic Survey in June 1991..
 MK0870
 MK0870.The geoid height was determined by GEOID03.
 MK0870
 MK0870.The dynamic height is computed by dividing the NAVD 88
 MK0870.geopotential number by the normal gravity value computed on the
 MK0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0870.degrees latitude (g = 980.6199 gals.).
 MK0870
 MK0870.The modeled gravity was interpolated from observed gravity values.
 MK0870
 MK0870;                    North         East    Units  Estimated Accuracy
 MK0870;SPC NE       -   185,650.      770,770.      MT  (+/- 180 meters Scaled)
 MK0870
 MK0870                          SUPERSEDED SURVEY CONTROL
 MK0870
 MK0870  NGVD 29 (??/??/92)  386.291  (m)         1267.36   (f) ADJ UNCH    2 0
 MK0870
 MK0870.Superseded values are not recommended for survey control.
 MK0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0870.See file dsdata.txt to determine how the superseded data were derived.
 MK0870
 MK0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL873922(NAD 83)
 MK0870_MARKER: DB = BENCH MARK DISK
 MK0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0870_STAMPING: N 331 1950
 MK0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0870+STABILITY: SURFACE MOTION
 MK0870
 MK0870  HISTORY     - Date     Condition        Report By
 MK0870  HISTORY     - 1950     MONUMENTED       CGS
 MK0870  HISTORY     - 1966     MARK NOT FOUND   NGS
 MK0870
 MK0870                          STATION DESCRIPTION
 MK0870
 MK0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0870'1.2 MI E FROM NORTH BEND.
 MK0870'1.15 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0870'AT NORTH BEND, AT A PRIVATE ROAD CROSSING, 53.0 FEET SOUTH OF
 MK0870'THE CENTER LINE OF U.S. HIGHWAY 30, 54.0 FEET NORTH OF SIGNAL
 MK0870'TOWER 532, 58 FEET WEST OF THE CENTER LINE OF THE PRIVATE ROAD,
 MK0870'28.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 4.0 FEET
 MK0870'SOUTH OF A TELEGRAPH POLE, 1.3 FEET EAST OF A REFERENCE POST,
 MK0870'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MK0870'THE GROUND.
 MK0870
 MK0870                          STATION RECOVERY (1966)
 MK0870
 MK0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MK0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0191 ***********************************************************************
 ML0191  DESIGNATION -  N 332
 ML0191  PID         -  ML0191
 ML0191  STATE/COUNTY-  NE/MERRICK
 ML0191  USGS QUAD   -  PALMER (1961)
 ML0191
 ML0191                         *CURRENT SURVEY CONTROL
 ML0191  ___________________________________________________________________
 ML0191* NAD 83(1986)-  41 14 26.     (N)    098 17 11.     (W)     SCALED    
 ML0191* NAVD 88     -       536.031  (meters)    1758.63   (feet)  ADJUSTED  
 ML0191  ___________________________________________________________________
 ML0191  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 ML0191  DYNAMIC HT  -         535.767 (meters)    1757.76  (feet)  COMP
 ML0191  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 ML0191
 ML0191  VERT ORDER  -  SECOND    CLASS 0
 ML0191
 ML0191.The horizontal coordinates were scaled from a topographic map and have
 ML0191.an estimated accuracy of +/- 6 seconds.
 ML0191
 ML0191.The orthometric height was determined by differential leveling
 ML0191.and adjusted by the National Geodetic Survey in June 1991..
 ML0191
 ML0191.The geoid height was determined by GEOID03.
 ML0191
 ML0191.The dynamic height is computed by dividing the NAVD 88
 ML0191.geopotential number by the normal gravity value computed on the
 ML0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0191.degrees latitude (g = 980.6199 gals.).
 ML0191
 ML0191.The modeled gravity was interpolated from observed gravity values.
 ML0191
 ML0191;                    North         East    Units  Estimated Accuracy
 ML0191;SPC NE       -   157,660.      643,590.      MT  (+/- 180 meters Scaled)
 ML0191
 ML0191                          SUPERSEDED SURVEY CONTROL
 ML0191
 ML0191  NGVD 29 (??/??/92)  535.797  (m)         1757.86   (f) ADJ UNCH    2 0
 ML0191
 ML0191.Superseded values are not recommended for survey control.
 ML0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0191.See file dsdata.txt to determine how the superseded data were derived.
 ML0191
 ML0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL597657(NAD 83)
 ML0191_MARKER: DB = BENCH MARK DISK
 ML0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0191_STAMPING: N 332 1950
 ML0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0191+STABILITY: SURFACE MOTION
 ML0191
 ML0191  HISTORY     - Date     Condition        Report By
 ML0191  HISTORY     - 1950     MONUMENTED       CGS
 ML0191  HISTORY     - 1985     GOOD
 ML0191
 ML0191                          STATION DESCRIPTION
 ML0191
 ML0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0191'1.8 MI NW FROM PALMER.
 ML0191'1.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0191'RAILROAD FROM THE STATION AT PALMER, AT A ROAD CROSSING, ON THE
 ML0191'MERRICK-HOWARD COUNTY LINE, 38 FEET SOUTHWEST OF THE SOUTHWEST
 ML0191'RAIL, 35 FEET SOUTH OF THE SOUTHEAST CORNER OF TRESTLE 37.45,
 ML0191'30 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH TRACK ROAD,
 ML0191'1.5 FEET SOUTHWEST OF A FENCE, 1.8 FEET NORTHWEST OF A WITNESS
 ML0191'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 ML0191'ABOVE THE GROUND.
 ML0191
 ML0191                          STATION RECOVERY (1985)
 ML0191
 ML0191'RECOVERED 1985
 ML0191'NOTE: RAILROAD ABSENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1547 ***********************************************************************
 MK1547  DESIGNATION -  N 333
 MK1547  PID         -  MK1547
 MK1547  STATE/COUNTY-  NE/HAMILTON
 MK1547  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1547
 MK1547                         *CURRENT SURVEY CONTROL
 MK1547  ___________________________________________________________________
 MK1547* NAD 83(1986)-  41 02 46.     (N)    097 55 25.     (W)     SCALED    
 MK1547* NAVD 88     -       539.386  (meters)    1769.64   (feet)  ADJUSTED  
 MK1547  ___________________________________________________________________
 MK1547  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 MK1547  DYNAMIC HT  -         539.110 (meters)    1768.73  (feet)  COMP
 MK1547  MODELED GRAV-     980,096.3   (mgal)                       NAVD 88
 MK1547
 MK1547  VERT ORDER  -  SECOND    CLASS 0
 MK1547
 MK1547.The horizontal coordinates were scaled from a topographic map and have
 MK1547.an estimated accuracy of +/- 6 seconds.
 MK1547
 MK1547.The orthometric height was determined by differential leveling
 MK1547.and adjusted by the National Geodetic Survey in June 1991..
 MK1547
 MK1547.The geoid height was determined by GEOID03.
 MK1547
 MK1547.The dynamic height is computed by dividing the NAVD 88
 MK1547.geopotential number by the normal gravity value computed on the
 MK1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1547.degrees latitude (g = 980.6199 gals.).
 MK1547
 MK1547.The modeled gravity was interpolated from observed gravity values.
 MK1547
 MK1547;                    North         East    Units  Estimated Accuracy
 MK1547;SPC NE       -   136,750.      674,510.      MT  (+/- 180 meters Scaled)
 MK1547
 MK1547                          SUPERSEDED SURVEY CONTROL
 MK1547
 MK1547  NGVD 29 (??/??/92)  539.162  (m)         1768.90   (f) ADJ UNCH    2 0
 MK1547
 MK1547.Superseded values are not recommended for survey control.
 MK1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1547.See file dsdata.txt to determine how the superseded data were derived.
 MK1547
 MK1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL904444(NAD 83)
 MK1547_MARKER: DB = BENCH MARK DISK
 MK1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1547_STAMPING: N 333 1950
 MK1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1547+STABILITY: SURFACE MOTION
 MK1547
 MK1547  HISTORY     - Date     Condition        Report By
 MK1547  HISTORY     - 1950     MONUMENTED       CGS
 MK1547
 MK1547                          STATION DESCRIPTION
 MK1547
 MK1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1547'4 MI SW FROM HOARDVILLE.
 MK1547'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1547'RAILROAD STATION AT HOARDVILLE, THENCE 1.85 MILES WEST ALONG
 MK1547'STATE HIGHWAY 66, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD,
 MK1547'AT A ROAD JUNCTION, 29 FEET SOUTH OF THE CENTER LINE OF AN EAST
 MK1547'AND WEST ROAD, 21 FEET WEST OF THE EXTENDED CENTER LINE OF A
 MK1547'ROAD LEADING NORTH, 21 FEET WEST OF THE CENTER LINE OF A PRIVATE
 MK1547'DRIVEWAY LEADING SOUTH TO A FARMHOUSE, 2.2 FEET NORTH OF A
 MK1547'FENCE, 1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MK1547'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0286 ***********************************************************************
 ML0286  DESIGNATION -  N 334
 ML0286  PID         -  ML0286
 ML0286  STATE/COUNTY-  NE/MERRICK
 ML0286  USGS QUAD   -  CHAPMAN (1962)
 ML0286
 ML0286                         *CURRENT SURVEY CONTROL
 ML0286  ___________________________________________________________________
 ML0286* NAD 83(1995)-  41 01 37.67901(N)    098 08 58.94783(W)     ADJUSTED  
 ML0286* NAVD 88     -       537.418  (meters)    1763.18   (feet)  ADJUSTED  
 ML0286  ___________________________________________________________________
 ML0286  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 ML0286  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 ML0286  DYNAMIC HT  -         537.142 (meters)    1762.27  (feet)  COMP
 ML0286  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 ML0286
 ML0286  HORZ ORDER  -  SECOND
 ML0286  VERT ORDER  -  SECOND    CLASS 0
 ML0286
 ML0286.The horizontal coordinates were established by classical geodetic methods
 ML0286.and adjusted by the National Geodetic Survey in August 1997..
 ML0286
 ML0286.The orthometric height was determined by differential leveling
 ML0286.and adjusted by the National Geodetic Survey in June 1991..
 ML0286
 ML0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML0286
 ML0286.The geoid height was determined by GEOID03.
 ML0286
 ML0286.The dynamic height is computed by dividing the NAVD 88
 ML0286.geopotential number by the normal gravity value computed on the
 ML0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0286.degrees latitude (g = 980.6199 gals.).
 ML0286
 ML0286.The modeled gravity was interpolated from observed gravity values.
 ML0286
 ML0286;                    North         East     Units Scale Factor Converg.
 ML0286;SPC NE       -   134,207.771   655,551.221   MT  0.99969328   +1 13 34.3
 ML0286;UTM  14      - 4,542,117.279   571,481.916   MT  0.99966289   +0 33 29.4
 ML0286
 ML0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0286!SPC NE       -   0.99991967  x   0.99969328  =   0.99961297
 ML0286!UTM  14      -   0.99991967  x   0.99966289  =   0.99958259
 ML0286
 ML0286                          SUPERSEDED SURVEY CONTROL
 ML0286
 ML0286  NAD 83(1986)-  41 01 37.68631(N)    098 08 58.95021(W) AD(       ) 2
 ML0286  NAD 27      -  41 01 37.63200(N)    098 08 57.73600(W) AD(       ) 2
 ML0286  NGVD 29 (??/??/92)  537.185  (m)         1762.41   (f) ADJ UNCH    2 0
 ML0286
 ML0286.Superseded values are not recommended for survey control.
 ML0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0286.See file dsdata.txt to determine how the superseded data were derived.
 ML0286
 ML0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7148242117(NAD 83)
 ML0286_MARKER: DB = BENCH MARK DISK
 ML0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0286_STAMPING: N 334 1950
 ML0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0286+STABILITY: SURFACE MOTION
 ML0286
 ML0286  HISTORY     - Date     Condition        Report By
 ML0286  HISTORY     - 1950     MONUMENTED       CGS
 ML0286  HISTORY     - 1950     GOOD             CGS
 ML0286
 ML0286                          STATION DESCRIPTION
 ML0286
 ML0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML0286'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF CENTRAL
 ML0286'CITY AND 1/2 MILE NORTHEAST OF CHAPMAN IN THE SOUTHEAST ANGLE
 ML0286'OF A CROSSROADS.  IT IS A STANDARD USC AND GS BENCH MARK
 ML0286'DISK SET IN A 10 INCH ROUND CONCRETE POST.  IT IS 37 FEET
 ML0286'EAST OF THE CENTERLINE OF A ROAD, 82 FEET SOUTH OF THE CENTERLINE
 ML0286'OF U.S. HIGHWAY 30, 23 FEET SOUTH SOUTHEAST OF A POWERLINE POLE,
 ML0286'2 FEET WEST OF A FENCELINE AND 1.5 FEET NORTH OF A WHITE
 ML0286'WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK
 ML0286'IS STAMPED N 334 1950.
 ML0286'
 ML0286'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CHAPMAN
 ML0286'1950 TO BENCH MARK N 334 1950 AND THE DISTANCE IS 37.078 METERS
 ML0286'OR 121.65 FEET.
 ML0286'
 ML0286'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CHAPMAN, GO
 ML0286'NORTHEAST ON U.S. HIGHWAY 30 FOR 0.5 MILE TO CROSSROADS AND
 ML0286'STATION IN SOUTHEAST ANGLE AS DESCRIBED.
 ML0286
 ML0286                          STATION RECOVERY (1950)
 ML0286
 ML0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 ML0286'0.5 MI NE FROM CHAPMAN.
 ML0286'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 ML0286'RAILROAD STATION AT CHAPMAN, AT A ROAD JUNCTION, 79 FEET SOUTH
 ML0286'OF THE CENTER LINE OF THE HIGHWAY, 30 FEET EAST OF THE CENTER
 ML0286'LINE OF A NORTH AND SOUTH GRAVELED ROAD, 25 FEET SOUTHEAST OF A
 ML0286'POWER POLE, 1.8 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A
 ML0286'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0286'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1526 ***********************************************************************
 MK1526  DESIGNATION -  N 336
 MK1526  PID         -  MK1526
 MK1526  STATE/COUNTY-  NE/POLK
 MK1526  USGS QUAD   -  DURANT (1965)
 MK1526
 MK1526                         *CURRENT SURVEY CONTROL
 MK1526  ___________________________________________________________________
 MK1526* NAD 83(1986)-  41 05 31.     (N)    097 39 54.     (W)     SCALED    
 MK1526* NAVD 88     -       514.366  (meters)    1687.55   (feet)  ADJUSTED  
 MK1526  ___________________________________________________________________
 MK1526  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 MK1526  DYNAMIC HT  -         514.109 (meters)    1686.71  (feet)  COMP
 MK1526  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 MK1526
 MK1526  VERT ORDER  -  SECOND    CLASS 0
 MK1526
 MK1526.The horizontal coordinates were scaled from a topographic map and have
 MK1526.an estimated accuracy of +/- 6 seconds.
 MK1526
 MK1526.The orthometric height was determined by differential leveling
 MK1526.and adjusted by the National Geodetic Survey in June 1991..
 MK1526
 MK1526.The geoid height was determined by GEOID03.
 MK1526
 MK1526.The dynamic height is computed by dividing the NAVD 88
 MK1526.geopotential number by the normal gravity value computed on the
 MK1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1526.degrees latitude (g = 980.6199 gals.).
 MK1526
 MK1526.The modeled gravity was interpolated from observed gravity values.
 MK1526
 MK1526;                    North         East    Units  Estimated Accuracy
 MK1526;SPC NE       -   142,390.      696,100.      MT  (+/- 180 meters Scaled)
 MK1526
 MK1526                          SUPERSEDED SURVEY CONTROL
 MK1526
 MK1526  NGVD 29 (??/??/92)  514.159  (m)         1686.87   (f) ADJ UNCH    2 0
 MK1526
 MK1526.Superseded values are not recommended for survey control.
 MK1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1526.See file dsdata.txt to determine how the superseded data were derived.
 MK1526
 MK1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL121498(NAD 83)
 MK1526_MARKER: DB = BENCH MARK DISK
 MK1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1526_STAMPING: N 336 1950
 MK1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1526+STABILITY: SURFACE MOTION
 MK1526
 MK1526  HISTORY     - Date     Condition        Report By
 MK1526  HISTORY     - 1950     MONUMENTED       CGS
 MK1526
 MK1526                          STATION DESCRIPTION
 MK1526
 MK1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1526'6.3 MI E FROM POLK.
 MK1526'6.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1526'AT POLK, 0.2 MILE EAST OF MILEPOST 57, 0.1 MILE WEST OF THE
 MK1526'DURANT ELEVATOR, 98.4 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 MK1526'TRACK, 61.4 FEET SOUTH OF A DERAIL SIGN, 23 FEET NORTH OF THE
 MK1526'CENTER LINE OF AN EAST AND WEST DIRT ROAD, 20 FEET EAST OF THE
 MK1526'CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, 2.6 FEET NORTH OF
 MK1526'A TELEPHONE POLE, 1 FOOT WEST OF A WITNESS POST, SET IN THE
 MK1526'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1243 ***********************************************************************
 MK1243  DESIGNATION -  N 337
 MK1243  PID         -  MK1243
 MK1243  STATE/COUNTY-  NE/PLATTE
 MK1243  USGS QUAD   -  COLUMBUS (1976)
 MK1243
 MK1243                         *CURRENT SURVEY CONTROL
 MK1243  ___________________________________________________________________
 MK1243* NAD 83(1986)-  41 25 48.     (N)    097 19 47.     (W)     SCALED    
 MK1243* NAVD 88     -       435.877  (meters)    1430.04   (feet)  ADJUSTED  
 MK1243  ___________________________________________________________________
 MK1243  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 MK1243  DYNAMIC HT  -         435.687 (meters)    1429.42  (feet)  COMP
 MK1243  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 MK1243
 MK1243  VERT ORDER  -  SECOND    CLASS 0
 MK1243
 MK1243.The horizontal coordinates were scaled from a topographic map and have
 MK1243.an estimated accuracy of +/- 6 seconds.
 MK1243
 MK1243.The orthometric height was determined by differential leveling
 MK1243.and adjusted by the National Geodetic Survey in June 1991..
 MK1243
 MK1243.The geoid height was determined by GEOID03.
 MK1243
 MK1243.The dynamic height is computed by dividing the NAVD 88
 MK1243.geopotential number by the normal gravity value computed on the
 MK1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1243.degrees latitude (g = 980.6199 gals.).
 MK1243
 MK1243.The modeled gravity was interpolated from observed gravity values.
 MK1243
 MK1243;                    North         East    Units  Estimated Accuracy
 MK1243;SPC NE       -   180,720.      723,090.      MT  (+/- 180 meters Scaled)
 MK1243
 MK1243                          SUPERSEDED SURVEY CONTROL
 MK1243
 MK1243  NGVD 29 (??/??/92)  435.691  (m)         1429.43   (f) ADJ UNCH    2 0
 MK1243
 MK1243.Superseded values are not recommended for survey control.
 MK1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1243.See file dsdata.txt to determine how the superseded data were derived.
 MK1243
 MK1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL395878(NAD 83)
 MK1243_MARKER: DB = BENCH MARK DISK
 MK1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1243_STAMPING: N 337 1950
 MK1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1243+STABILITY: SURFACE MOTION
 MK1243
 MK1243  HISTORY     - Date     Condition        Report By
 MK1243  HISTORY     - 1950     MONUMENTED       CGS
 MK1243
 MK1243                          STATION DESCRIPTION
 MK1243
 MK1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1243'1.5 MI E FROM COLUMBUS.
 MK1243'1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1243'AT COLUMBUS, AT A ROAD CROSSING, 50 FEET NORTH OF THE NORTH RAIL
 MK1243'OF THE NORTH TRACK, 40 FEET WEST OF THE CENTER LINE OF A NORTH
 MK1243'AND SOUTH GRAVELED ROAD, 1.8 FEET NORTH OF A FENCE, DIRECTLY
 MK1243'BENEATH A POWER LINE, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE
 MK1243'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0004 ***********************************************************************
 NQ0004  DESIGNATION -  N 340
 NQ0004  PID         -  NQ0004
 NQ0004  STATE/COUNTY-  NE/SIOUX
 NQ0004  USGS QUAD   -  VAN TASSELL (1977)
 NQ0004
 NQ0004                         *CURRENT SURVEY CONTROL
 NQ0004  ___________________________________________________________________
 NQ0004* NAD 83(1986)-  42 39 45.     (N)    104 02 44.     (W)     SCALED    
 NQ0004* NAVD 88     -      1449.950  (meters)    4757.04   (feet)  ADJUSTED  
 NQ0004  ___________________________________________________________________
 NQ0004  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 NQ0004  DYNAMIC HT  -        1449.095 (meters)    4754.24  (feet)  COMP
 NQ0004  MODELED GRAV-     979,980.3   (mgal)                       NAVD 88
 NQ0004
 NQ0004  VERT ORDER  -  FIRST     CLASS II
 NQ0004
 NQ0004.The horizontal coordinates were scaled from a topographic map and have
 NQ0004.an estimated accuracy of +/- 6 seconds.
 NQ0004
 NQ0004.The orthometric height was determined by differential leveling
 NQ0004.and adjusted by the National Geodetic Survey in June 1991..
 NQ0004
 NQ0004.The geoid height was determined by GEOID03.
 NQ0004
 NQ0004.The dynamic height is computed by dividing the NAVD 88
 NQ0004.geopotential number by the normal gravity value computed on the
 NQ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0004.degrees latitude (g = 980.6199 gals.).
 NQ0004
 NQ0004.The modeled gravity was interpolated from observed gravity values.
 NQ0004
 NQ0004;                    North         East    Units  Estimated Accuracy
 NQ0004;SPC NE       -   321,890.      168,490.      MT  (+/- 180 meters Scaled)
 NQ0004
 NQ0004                          SUPERSEDED SURVEY CONTROL
 NQ0004
 NQ0004  NGVD 29 (??/??/92) 1449.252  (m)         4754.75   (f) ADJ UNCH    1 2
 NQ0004
 NQ0004.Superseded values are not recommended for survey control.
 NQ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0004.See file dsdata.txt to determine how the superseded data were derived.
 NQ0004
 NQ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH782237(NAD 83)
 NQ0004_MARKER: DB = BENCH MARK DISK
 NQ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0004_STAMPING: N 340 1953
 NQ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0004+STABILITY: SURFACE MOTION
 NQ0004
 NQ0004  HISTORY     - Date     Condition        Report By
 NQ0004  HISTORY     - 1954     MONUMENTED       CGS
 NQ0004
 NQ0004                          STATION DESCRIPTION
 NQ0004
 NQ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0004'2.4 MI E FROM VAN TASSELL.
 NQ0004'2.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0004'FROM THE STATION AT VAN TASSELL, 2 1/2 POLES WEST OF MILEPOST
 NQ0004'469, 130 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 95
 NQ0004'FEET NORTH OF THE NORTH RAIL, 18 FEET SOUTHEAST OF A TELEPHONE
 NQ0004'POLE, 1.5 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST,
 NQ0004'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 NQ0004'THE GROUND, 0.4 MILE EAST OF THE NEBRASKA AND WYOMING STATE LINE.
 NQ0004'IN SECTION 17, TOWNSHIP 31 NORTH, RANGE 57 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0459 ***********************************************************************
 NP0459  DESIGNATION -  N 341
 NP0459  PID         -  NP0459
 NP0459  STATE/COUNTY-  NE/SIOUX
 NP0459  USGS QUAD   -  HARRISON EAST (1979)
 NP0459
 NP0459                         *CURRENT SURVEY CONTROL
 NP0459  ___________________________________________________________________
 NP0459* NAD 83(1986)-  42 41 30.     (N)    103 52 28.     (W)     SCALED    
 NP0459* NAVD 88     -      1475.209  (meters)    4839.91   (feet)  ADJUSTED  
 NP0459  ___________________________________________________________________
 NP0459  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 NP0459  DYNAMIC HT  -        1474.341 (meters)    4837.07  (feet)  COMP
 NP0459  MODELED GRAV-     979,979.8   (mgal)                       NAVD 88
 NP0459
 NP0459  VERT ORDER  -  FIRST     CLASS II
 NP0459
 NP0459.This mark is at Harrison Skyranch Airport (9V3)
 NP0459
 NP0459.The horizontal coordinates were scaled from a topographic map and have
 NP0459.an estimated accuracy of +/- 6 seconds.
 NP0459
 NP0459.The orthometric height was determined by differential leveling
 NP0459.and adjusted by the National Geodetic Survey in June 1991..
 NP0459
 NP0459.The geoid height was determined by GEOID03.
 NP0459
 NP0459.The dynamic height is computed by dividing the NAVD 88
 NP0459.geopotential number by the normal gravity value computed on the
 NP0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0459.degrees latitude (g = 980.6199 gals.).
 NP0459
 NP0459.The modeled gravity was interpolated from observed gravity values.
 NP0459
 NP0459;                    North         East    Units  Estimated Accuracy
 NP0459;SPC NE       -   324,480.      182,650.      MT  (+/- 180 meters Scaled)
 NP0459
 NP0459                          SUPERSEDED SURVEY CONTROL
 NP0459
 NP0459  NGVD 29 (??/??/92) 1474.524  (m)         4837.67   (f) ADJ UNCH    1 2
 NP0459
 NP0459.Superseded values are not recommended for survey control.
 NP0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0459.See file dsdata.txt to determine how the superseded data were derived.
 NP0459
 NP0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH922271(NAD 83)
 NP0459_MARKER: DB = BENCH MARK DISK
 NP0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0459_STAMPING: N 341 1954
 NP0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0459+STABILITY: SURFACE MOTION
 NP0459
 NP0459  HISTORY     - Date     Condition        Report By
 NP0459  HISTORY     - 1954     MONUMENTED       CGS
 NP0459
 NP0459                          STATION DESCRIPTION
 NP0459
 NP0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0459'0.5 MI NE FROM HARRISON.
 NP0459'0.15 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE AT
 NP0459'HARRISON, THENCE 0.35 MILE EAST ALONG U.S. HIGHWAY 20, AT THE
 NP0459'HARRISON AIRPORT, 134 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NP0459'OF THE SOUTH HANGAR, 52 FEET NORTH OF THE CENTER LINE OF THE
 NP0459'HIGHWAY, 18 FEET NORTHWEST OF A FENCE CORNER, 2.5 FEET SOUTH
 NP0459'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0459'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0151 ***********************************************************************
 NP0151  DESIGNATION -  N 342
 NP0151  PID         -  NP0151
 NP0151  STATE/COUNTY-  NE/BOX BUTTE
 NP0151  USGS QUAD   -  BEREA CREEK WEST (1948)
 NP0151
 NP0151                         *CURRENT SURVEY CONTROL
 NP0151  ___________________________________________________________________
 NP0151* NAD 83(1986)-  42 11 43.     (N)    102 57 46.     (W)     SCALED    
 NP0151* NAVD 88     -      1252.222  (meters)    4108.33   (feet)  ADJUSTED  
 NP0151  ___________________________________________________________________
 NP0151  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 NP0151  DYNAMIC HT  -        1251.492 (meters)    4105.94  (feet)  COMP
 NP0151  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 NP0151
 NP0151  VERT ORDER  -  FIRST     CLASS II
 NP0151
 NP0151.The horizontal coordinates were scaled from a topographic map and have
 NP0151.an estimated accuracy of +/- 6 seconds.
 NP0151
 NP0151.The orthometric height was determined by differential leveling
 NP0151.and adjusted by the National Geodetic Survey in June 1991..
 NP0151
 NP0151.The geoid height was determined by GEOID03.
 NP0151
 NP0151.The dynamic height is computed by dividing the NAVD 88
 NP0151.geopotential number by the normal gravity value computed on the
 NP0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0151.degrees latitude (g = 980.6199 gals.).
 NP0151
 NP0151.The modeled gravity was interpolated from observed gravity values.
 NP0151
 NP0151;                    North         East    Units  Estimated Accuracy
 NP0151;SPC NE       -   266,430.      255,400.      MT  (+/- 180 meters Scaled)
 NP0151
 NP0151                          SUPERSEDED SURVEY CONTROL
 NP0151
 NP0151  NGVD 29 (??/??/92) 1251.620  (m)         4106.36   (f) ADJ UNCH    1 2
 NP0151
 NP0151.Superseded values are not recommended for survey control.
 NP0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0151.See file dsdata.txt to determine how the superseded data were derived.
 NP0151
 NP0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG682734(NAD 83)
 NP0151_MARKER: DB = BENCH MARK DISK
 NP0151_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NP0151_SP_SET: ABUTMENT
 NP0151_STAMPING: N 342 1956
 NP0151_MARK LOGO: CGS   
 NP0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0151
 NP0151  HISTORY     - Date     Condition        Report By
 NP0151  HISTORY     - 1956     MONUMENTED       CGS
 NP0151  HISTORY     - 1985     GOOD             NGS
 NP0151
 NP0151                          STATION DESCRIPTION
 NP0151
 NP0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0151'8.6 MI NW FROM ALLIANCE.
 NP0151'8.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0151'RAILROAD FROM THE STATION AT ALLIANCE, 5 POLES NORTHWEST OF
 NP0151'MILEPOST 374, 8.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET
 NP0151'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST END
 NP0151'OF THE NORTHWEST ABUTMENT OF A SMALL CONCRETE BRIDGE, IN THE
 NP0151'SOUTHEAST 1/4 OF SECTION 30, TOWNSHIP 26 NORTH, RANGE 48 WEST.
 NP0151
 NP0151                          STATION RECOVERY (1985)
 NP0151
 NP0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0308 ***********************************************************************
 NP0308  DESIGNATION -  N 343
 NP0308  PID         -  NP0308
 NP0308  STATE/COUNTY-  NE/DAWES
 NP0308  USGS QUAD   -  CRAWFORD (1980)
 NP0308
 NP0308                         *CURRENT SURVEY CONTROL
 NP0308  ___________________________________________________________________
 NP0308* NAD 83(1986)-  42 40 11.     (N)    103 23 27.     (W)     SCALED    
 NP0308* NAVD 88     -      1142.647  (meters)    3748.83   (feet)  ADJUSTED  
 NP0308  ___________________________________________________________________
 NP0308  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 NP0308  DYNAMIC HT  -        1142.030 (meters)    3746.81  (feet)  COMP
 NP0308  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 NP0308
 NP0308  VERT ORDER  -  FIRST     CLASS II
 NP0308
 NP0308.The horizontal coordinates were scaled from a topographic map and have
 NP0308.an estimated accuracy of +/- 6 seconds.
 NP0308
 NP0308.The orthometric height was determined by differential leveling
 NP0308.and adjusted by the National Geodetic Survey in June 1991..
 NP0308
 NP0308.The geoid height was determined by GEOID03.
 NP0308
 NP0308.The dynamic height is computed by dividing the NAVD 88
 NP0308.geopotential number by the normal gravity value computed on the
 NP0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0308.degrees latitude (g = 980.6199 gals.).
 NP0308
 NP0308.The modeled gravity was interpolated from observed gravity values.
 NP0308
 NP0308;                    North         East    Units  Estimated Accuracy
 NP0308;SPC NE       -   320,380.      222,140.      MT  (+/- 180 meters Scaled)
 NP0308
 NP0308                          SUPERSEDED SURVEY CONTROL
 NP0308
 NP0308  NGVD 29 (??/??/92) 1142.078  (m)         3746.97   (f) ADJ UNCH    1 2
 NP0308
 NP0308.Superseded values are not recommended for survey control.
 NP0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0308.See file dsdata.txt to determine how the superseded data were derived.
 NP0308
 NP0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH318253(NAD 83)
 NP0308_MARKER: DB = BENCH MARK DISK
 NP0308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0308_SP_SET: BRIDGE ABUTMENT
 NP0308_STAMPING: N 343 1956
 NP0308_MARK LOGO: CGS   
 NP0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0308+STABILITY: SURFACE MOTION
 NP0308
 NP0308  HISTORY     - Date     Condition        Report By
 NP0308  HISTORY     - 1956     MONUMENTED       CGS
 NP0308  HISTORY     - 1985     GOOD             NGS
 NP0308
 NP0308                          STATION DESCRIPTION
 NP0308
 NP0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0308'1.6 MI SE FROM CRAWFORD.
 NP0308'1.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0308'RAILROAD FROM THE STATION AT CRAWFORD, 13.8 FEET SOUTHWEST OF
 NP0308'THE SOUTHWEST RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN
 NP0308'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF BRIDGE
 NP0308'421.28, IN SECTION 11, TOWNSHIP 31 NORTH, RANGE 52 WEST.
 NP0308
 NP0308                          STATION RECOVERY (1985)
 NP0308
 NP0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0308'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0308'BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0148 ***********************************************************************
 MN0148  DESIGNATION -  N 344
 MN0148  PID         -  MN0148
 MN0148  STATE/COUNTY-  NE/MORRILL
 MN0148  USGS QUAD   -  BRIDGEPORT (1965)
 MN0148
 MN0148                         *CURRENT SURVEY CONTROL
 MN0148  ___________________________________________________________________
 MN0148* NAD 83(1986)-  41 43 45.     (N)    103 06 51.     (W)     SCALED    
 MN0148* NAVD 88     -      1164.186  (meters)    3819.50   (feet)  ADJUSTED  
 MN0148  ___________________________________________________________________
 MN0148  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 MN0148  DYNAMIC HT  -        1163.454 (meters)    3817.10  (feet)  COMP
 MN0148  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 MN0148
 MN0148  VERT ORDER  -  FIRST     CLASS II
 MN0148
 MN0148.The horizontal coordinates were scaled from a topographic map and have
 MN0148.an estimated accuracy of +/- 6 seconds.
 MN0148
 MN0148.The orthometric height was determined by differential leveling
 MN0148.and adjusted by the National Geodetic Survey in June 1991..
 MN0148
 MN0148.The geoid height was determined by GEOID03.
 MN0148
 MN0148.The dynamic height is computed by dividing the NAVD 88
 MN0148.geopotential number by the normal gravity value computed on the
 MN0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0148.degrees latitude (g = 980.6199 gals.).
 MN0148
 MN0148.The modeled gravity was interpolated from observed gravity values.
 MN0148
 MN0148;                    North         East    Units  Estimated Accuracy
 MN0148;SPC NE       -   215,150.      241,040.      MT  (+/- 180 meters Scaled)
 MN0148
 MN0148                          SUPERSEDED SURVEY CONTROL
 MN0148
 MN0148  NGVD 29 (??/??/92) 1163.608  (m)         3817.60   (f) ADJ UNCH    1 2
 MN0148
 MN0148.Superseded values are not recommended for survey control.
 MN0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0148.See file dsdata.txt to determine how the superseded data were derived.
 MN0148
 MN0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG568214(NAD 83)
 MN0148_MARKER: DB = BENCH MARK DISK
 MN0148_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MN0148+WITH SETTING: INTO GROUND
 MN0148_SP_SET: METAL ROD WITH BASE PLATE
 MN0148_STAMPING: N 344 1956
 MN0148_MARK LOGO: CGS   
 MN0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0148+STABILITY: SURFACE MOTION
 MN0148
 MN0148  HISTORY     - Date     Condition        Report By
 MN0148  HISTORY     - 1956     MONUMENTED       CGS
 MN0148  HISTORY     - 1985     GOOD             NGS
 MN0148
 MN0148                          STATION DESCRIPTION
 MN0148
 MN0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0148'5.1 MI N FROM BRIDGEPORT.
 MN0148'5.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0148'FROM THE STATION AT BRIDGEPORT, 71 FEET SOUTHWEST OF THE SOUTHWEST
 MN0148'RAIL, 45 FEET SOUTH OF THE 20TH POLE NORTHWEST OF MILEPOST 32,
 MN0148'7 FEET NORTH OF THE NORTHWEST END OF A WOODEN SNOW FENCE, 4 FEET
 MN0148'NORTHEAST OF A FENCE, 1.8 FEET SOUTHEAST OF A WITNESS POST,
 MN0148'7 FEET ABOVE THE TOP OF THE RAILS, CLAMPED ON THE TOP OF A
 MN0148'1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 17.5 FEET IN
 MN0148'THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.5
 MN0148'FOOT ABOVE THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS
 MN0148'0.5 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 5,
 MN0148'TOWNSHIP 20 NORTH, RANGE 50 WEST.
 MN0148
 MN0148                          STATION RECOVERY (1985)
 MN0148
 MN0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1719 ***********************************************************************
 MK1719  DESIGNATION -  N 345
 MK1719  PID         -  MK1719
 MK1719  STATE/COUNTY-  NE/PLATTE
 MK1719  USGS QUAD   -  LINDSAY (1985)
 MK1719
 MK1719                         *CURRENT SURVEY CONTROL
 MK1719  ___________________________________________________________________
 MK1719* NAD 83(1986)-  41 40 27.     (N)    097 40 27.     (W)     SCALED    
 MK1719* NAVD 88     -       500.000  (meters)    1640.42   (feet)  ADJUSTED  
 MK1719  ___________________________________________________________________
 MK1719  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 MK1719  DYNAMIC HT  -         499.785 (meters)    1639.71  (feet)  COMP
 MK1719  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 MK1719
 MK1719  VERT ORDER  -  SECOND    CLASS 0
 MK1719
 MK1719.The horizontal coordinates were scaled from a topographic map and have
 MK1719.an estimated accuracy of +/- 6 seconds.
 MK1719
 MK1719.The orthometric height was determined by differential leveling
 MK1719.and adjusted by the National Geodetic Survey in June 1991..
 MK1719
 MK1719.The geoid height was determined by GEOID03.
 MK1719
 MK1719.The dynamic height is computed by dividing the NAVD 88
 MK1719.geopotential number by the normal gravity value computed on the
 MK1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1719.degrees latitude (g = 980.6199 gals.).
 MK1719
 MK1719.The modeled gravity was interpolated from observed gravity values.
 MK1719
 MK1719;                    North         East    Units  Estimated Accuracy
 MK1719;SPC NE       -   206,980.      693,590.      MT  (+/- 180 meters Scaled)
 MK1719
 MK1719                          SUPERSEDED SURVEY CONTROL
 MK1719
 MK1719  NGVD 29 (??/??/92)  499.802  (m)         1639.77   (f) ADJ UNCH    2 0
 MK1719
 MK1719.Superseded values are not recommended for survey control.
 MK1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1719.See file dsdata.txt to determine how the superseded data were derived.
 MK1719
 MK1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM103144(NAD 83)
 MK1719_MARKER: DB = BENCH MARK DISK
 MK1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1719_STAMPING: N 345 1957
 MK1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1719+STABILITY: SURFACE MOTION
 MK1719
 MK1719  HISTORY     - Date     Condition        Report By
 MK1719  HISTORY     - 1957     MONUMENTED       CGS
 MK1719  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1719  HISTORY     - 1989     GOOD             LOCSUR
 MK1719
 MK1719                          STATION DESCRIPTION
 MK1719
 MK1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1719'2.1 MI SE FROM LINDSAY.
 MK1719'ABOUT 1.1 MILE SOUTHEAST ALONG STATE HIGHWAY 91 FROM THE
 MK1719'STATION AT LINDSAY, THENCE 1.0 MILE SOUTH, IN SECTION 28,
 MK1719'T. 20 N., R. 3 W., NEAR THE NORTHWEST END OF A CURVE WITH
 MK1719'TANGENTS NORTHWEST AND EAST, 42 FEET SOUTH-SOUTHWEST OF THE
 MK1719'CENTER LINE OF THE ROAD, 95 FEET SOUTHEAST OF A POWER POLE WITH
 MK1719'GUY WIRE, 8 FEET SOUTHEAST OF A GATE POST, 1 1/2 FEET
 MK1719'NORTHEAST OF A FENCE LINE, 2 1/2 FEET NORTHWEST OF A WHITE
 MK1719'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD
 MK1719'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 MK1719
 MK1719                          STATION RECOVERY (1965)
 MK1719
 MK1719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1719'MARK NOT FOUND.
 MK1719
 MK1719                          STATION RECOVERY (1989)
 MK1719
 MK1719'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0133 ***********************************************************************
 NO0133  DESIGNATION -  N 346
 NO0133  PID         -  NO0133
 NO0133  STATE/COUNTY-  NE/CHERRY
 NO0133  USGS QUAD   -  CROOKSTON EAST (1983)
 NO0133
 NO0133                         *CURRENT SURVEY CONTROL
 NO0133  ___________________________________________________________________
 NO0133* NAD 83(1986)-  42 53 16.     (N)    100 39 06.     (W)     SCALED    
 NO0133* NAVD 88     -       793.175  (meters)    2602.28   (feet)  ADJUSTED  
 NO0133  ___________________________________________________________________
 NO0133  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 NO0133  DYNAMIC HT  -         792.858 (meters)    2601.24  (feet)  COMP
 NO0133  MODELED GRAV-     980,194.3   (mgal)                       NAVD 88
 NO0133
 NO0133  VERT ORDER  -  FIRST     CLASS II
 NO0133
 NO0133.The horizontal coordinates were scaled from a topographic map and have
 NO0133.an estimated accuracy of +/- 6 seconds.
 NO0133
 NO0133.The orthometric height was determined by differential leveling
 NO0133.and adjusted by the National Geodetic Survey in June 1991..
 NO0133
 NO0133.The geoid height was determined by GEOID03.
 NO0133
 NO0133.The dynamic height is computed by dividing the NAVD 88
 NO0133.geopotential number by the normal gravity value computed on the
 NO0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0133.degrees latitude (g = 980.6199 gals.).
 NO0133
 NO0133.The modeled gravity was interpolated from observed gravity values.
 NO0133
 NO0133;                    North         East    Units  Estimated Accuracy
 NO0133;SPC NE       -   339,360.      446,770.      MT  (+/- 180 meters Scaled)
 NO0133
 NO0133                          SUPERSEDED SURVEY CONTROL
 NO0133
 NO0133  NGVD 29 (??/??/92)  792.881  (m)         2601.31   (f) ADJ UNCH    1 2
 NO0133
 NO0133.Superseded values are not recommended for survey control.
 NO0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0133.See file dsdata.txt to determine how the superseded data were derived.
 NO0133
 NO0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN651496(NAD 83)
 NO0133_MARKER: DB = BENCH MARK DISK
 NO0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0133_STAMPING: N 346 1957
 NO0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0133+STABILITY: SURFACE MOTION
 NO0133
 NO0133  HISTORY     - Date     Condition        Report By
 NO0133  HISTORY     - 1957     MONUMENTED       CGS
 NO0133
 NO0133                          STATION DESCRIPTION
 NO0133
 NO0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0133'5.5 MI W FROM VALENTINE.
 NO0133'ABOUT 5.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0133'FROM THE STATION AT VALENTINE, 5.75 MILES EAST OF THE STATION AT
 NO0133'CROOKSTON, IN SECTION 30, T. 34 N., R. 28 W., 46 1/2 FEET
 NO0133'SOUTHWEST OF THE SOUTHWEST RAIL, 54 FEET NORTHEAST OF THE CENTER
 NO0133'LINE OF U.S. HIGHWAY 20, 60 FEET WEST OF THE CENTER LINE OF A
 NO0133'RANCH ROAD NORTH, 4 1/2 FEET SOUTHWEST OF MILE POST 275, 2 FEET
 NO0133'SOUTHEAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE HIGHWAY
 NO0133'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0226 ***********************************************************************
 NO0226  DESIGNATION -  N 347
 NO0226  PID         -  NO0226
 NO0226  STATE/COUNTY-  NE/CHERRY
 NO0226  USGS QUAD   -  ELI (1985)
 NO0226
 NO0226                         *CURRENT SURVEY CONTROL
 NO0226  ___________________________________________________________________
 NO0226* NAD 83(1986)-  42 57 34.     (N)    101 24 17.     (W)     SCALED    
 NO0226* NAVD 88     -       965.319  (meters)    3167.05   (feet)  ADJUSTED  
 NO0226  ___________________________________________________________________
 NO0226  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 NO0226  DYNAMIC HT  -         964.911 (meters)    3165.71  (feet)  COMP
 NO0226  MODELED GRAV-     980,164.1   (mgal)                       NAVD 88
 NO0226
 NO0226  VERT ORDER  -  FIRST     CLASS II
 NO0226
 NO0226.The horizontal coordinates were scaled from a topographic map and have
 NO0226.an estimated accuracy of +/- 6 seconds.
 NO0226
 NO0226.The orthometric height was determined by differential leveling
 NO0226.and adjusted by the National Geodetic Survey in June 1991..
 NO0226
 NO0226.The geoid height was determined by GEOID03.
 NO0226
 NO0226.The dynamic height is computed by dividing the NAVD 88
 NO0226.geopotential number by the normal gravity value computed on the
 NO0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0226.degrees latitude (g = 980.6199 gals.).
 NO0226
 NO0226.The modeled gravity was interpolated from observed gravity values.
 NO0226
 NO0226;                    North         East    Units  Estimated Accuracy
 NO0226;SPC NE       -   348,050.      385,390.      MT  (+/- 180 meters Scaled)
 NO0226
 NO0226                          SUPERSEDED SURVEY CONTROL
 NO0226
 NO0226  NGVD 29 (??/??/92)  964.933  (m)         3165.78   (f) ADJ UNCH    1 2
 NO0226
 NO0226.Superseded values are not recommended for survey control.
 NO0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0226.See file dsdata.txt to determine how the superseded data were derived.
 NO0226
 NO0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN038591(NAD 83)
 NO0226_MARKER: DB = BENCH MARK DISK
 NO0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0226_STAMPING: N 347 1957
 NO0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0226+STABILITY: SURFACE MOTION
 NO0226
 NO0226  HISTORY     - Date     Condition        Report By
 NO0226  HISTORY     - 1957     MONUMENTED       CGS
 NO0226
 NO0226                          STATION DESCRIPTION
 NO0226
 NO0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0226'8.5 MI W FROM CODY.
 NO0226'ABOUT 8.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0226'FROM THE STATION AT CODY, IN SECTION 35, T. 35 N., R. 35 W., 6
 NO0226'FEET EAST OF THE SIXTH POLE WEST OF MILEPOST 316, 0.3 MILE SOUTHEAST
 NO0226'OF A RANCH HOUSE, 34 FEET SOUTH OF THE SOUTH RAIL, 3 FEET NORTH OF
 NO0226'A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 NO0226'1 FOOT LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 NO0226'WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0226 ***********************************************************************
 NP0226  DESIGNATION -  N 348
 NP0226  PID         -  NP0226
 NP0226  STATE/COUNTY-  NE/DAWES
 NP0226  USGS QUAD   -  CHADRON EAST (1970)
 NP0226
 NP0226                         *CURRENT SURVEY CONTROL
 NP0226  ___________________________________________________________________
 NP0226* NAD 83(1986)-  42 49 39.     (N)    102 56 35.     (W)     SCALED    
 NP0226* NAVD 88     -      1033.456  (meters)    3390.60   (feet)  ADJUSTED  
 NP0226  ___________________________________________________________________
 NP0226  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 NP0226  DYNAMIC HT  -        1032.950 (meters)    3388.94  (feet)  COMP
 NP0226  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 NP0226
 NP0226  VERT ORDER  -  FIRST     CLASS II
 NP0226
 NP0226.The horizontal coordinates were scaled from a topographic map and have
 NP0226.an estimated accuracy of +/- 6 seconds.
 NP0226
 NP0226.The orthometric height was determined by differential leveling
 NP0226.and adjusted by the National Geodetic Survey in June 1991..
 NP0226
 NP0226.The geoid height was determined by GEOID03.
 NP0226
 NP0226.The dynamic height is computed by dividing the NAVD 88
 NP0226.geopotential number by the normal gravity value computed on the
 NP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0226.degrees latitude (g = 980.6199 gals.).
 NP0226
 NP0226.The modeled gravity was interpolated from observed gravity values.
 NP0226
 NP0226;                    North         East    Units  Estimated Accuracy
 NP0226;SPC NE       -   336,550.      259,420.      MT  (+/- 180 meters Scaled)
 NP0226
 NP0226                          SUPERSEDED SURVEY CONTROL
 NP0226
 NP0226  NGVD 29 (??/??/92) 1032.922  (m)         3388.84   (f) ADJ UNCH    1 2
 NP0226
 NP0226.Superseded values are not recommended for survey control.
 NP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0226.See file dsdata.txt to determine how the superseded data were derived.
 NP0226
 NP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH681437(NAD 83)
 NP0226_MARKER: DB = BENCH MARK DISK
 NP0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0226_SP_SET: CULVERT
 NP0226_STAMPING: N 348 1957
 NP0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0226
 NP0226  HISTORY     - Date     Condition        Report By
 NP0226  HISTORY     - 1957     MONUMENTED       CGS
 NP0226  HISTORY     - 1974     GOOD             LOCENG
 NP0226
 NP0226                          STATION DESCRIPTION
 NP0226
 NP0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0226'2.8 MI E FROM CHADRON.
 NP0226'ABOUT 2.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0226'FROM THE STATION AT CHADRON, IN SECTION 23, T. 33 N., R. 48 W.,
 NP0226'14 2/3 POLES WEST OF MILEPOST 403, 16 1/2 FEET NORTH OF THE NORTH
 NP0226'RAIL, 4 FEET BELOW THE RAIL, IN THE TOP OF THE WEST END OF THE
 NP0226'NORTH HEAD WALL OF A LARGE TWIN ARCH STONE CULVERT.  NOTE-- THIS
 NP0226'BENCH MARK WAS FOUND ON C AND NW TR CO BRIDGE NO. 653.  A TWIN
 NP0226'10 FOOT STONE ARCH BRIDGE.  MARKER WAS LOCATED ON NW STONE
 NP0226'ABUTMENT 16 1/2 FEET NORTH OF THE NORTH RAIL AND 4 FEET BELOW THE
 NP0226'TOP OF THE RAIL.  SEC. 23 T-33-N R-48-W.
 NP0226
 NP0226                          STATION RECOVERY (1974)
 NP0226
 NP0226'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NP0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0257 ***********************************************************************
 NP0257  DESIGNATION -  N 349
 NP0257  PID         -  NP0257
 NP0257  STATE/COUNTY-  NE/DAWES
 NP0257  USGS QUAD   -  TRUNK BUTTE (1980)
 NP0257
 NP0257                         *CURRENT SURVEY CONTROL
 NP0257  ___________________________________________________________________
 NP0257* NAD 83(1986)-  42 47 56.     (N)    103 14 04.     (W)     SCALED    
 NP0257* NAVD 88     -      1035.860  (meters)    3398.48   (feet)  ADJUSTED  
 NP0257  ___________________________________________________________________
 NP0257  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 NP0257  DYNAMIC HT  -        1035.335 (meters)    3396.76  (feet)  COMP
 NP0257  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 NP0257
 NP0257  VERT ORDER  -  FIRST     CLASS II
 NP0257
 NP0257.The horizontal coordinates were scaled from a topographic map and have
 NP0257.an estimated accuracy of +/- 6 seconds.
 NP0257
 NP0257.The orthometric height was determined by differential leveling
 NP0257.and adjusted by the National Geodetic Survey in June 1991..
 NP0257
 NP0257.The geoid height was determined by GEOID03.
 NP0257
 NP0257.The dynamic height is computed by dividing the NAVD 88
 NP0257.geopotential number by the normal gravity value computed on the
 NP0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0257.degrees latitude (g = 980.6199 gals.).
 NP0257
 NP0257.The modeled gravity was interpolated from observed gravity values.
 NP0257
 NP0257;                    North         East    Units  Estimated Accuracy
 NP0257;SPC NE       -   334,230.      235,490.      MT  (+/- 180 meters Scaled)
 NP0257
 NP0257                          SUPERSEDED SURVEY CONTROL
 NP0257
 NP0257  NGVD 29 (??/??/92) 1035.297  (m)         3396.64   (f) ADJ UNCH    1 2
 NP0257
 NP0257.Superseded values are not recommended for survey control.
 NP0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0257.See file dsdata.txt to determine how the superseded data were derived.
 NP0257
 NP0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH443399(NAD 83)
 NP0257_MARKER: DB = BENCH MARK DISK
 NP0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0257_STAMPING: N 349 1957
 NP0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0257+STABILITY: SURFACE MOTION
 NP0257
 NP0257  HISTORY     - Date     Condition        Report By
 NP0257  HISTORY     - 1957     MONUMENTED       CGS
 NP0257
 NP0257                          STATION DESCRIPTION
 NP0257
 NP0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0257'1.6 MI NE FROM WHITNEY.
 NP0257'ABOUT 1.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0257'RAILWAY FROM THE STATION AT WHITNEY, IN SECTION 32, T. 33 N.,
 NP0257'R. 50 W., 9 FEET SOUTHWEST OF THE SEVENTH POLE SOUTHWEST OF
 NP0257'MILEPOST 420, 7 RAILS SOUTHWEST OF THE CENTER OF A ROAD
 NP0257'CROSSING, 38 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 93 FEET
 NP0257'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET
 NP0257'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET LOWER
 NP0257'THAN THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0257'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0327 ***********************************************************************
 NP0327  DESIGNATION -  N 35
 NP0327  PID         -  NP0327
 NP0327  STATE/COUNTY-  NE/DAWES
 NP0327  USGS QUAD   -  WAYSIDE (1980)
 NP0327
 NP0327                         *CURRENT SURVEY CONTROL
 NP0327  ___________________________________________________________________
 NP0327* NAD 83(1986)-  42 53 29.     (N)    103 08 57.     (W)     SCALED    
 NP0327* NAVD 88     -      1009.827  (meters)    3313.07   (feet)  ADJUSTED  
 NP0327  ___________________________________________________________________
 NP0327  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 NP0327  DYNAMIC HT  -        1009.337 (meters)    3311.47  (feet)  COMP
 NP0327  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 NP0327
 NP0327  VERT ORDER  -  SECOND    CLASS 0
 NP0327
 NP0327.The horizontal coordinates were scaled from a topographic map and have
 NP0327.an estimated accuracy of +/- 6 seconds.
 NP0327
 NP0327.The orthometric height was determined by differential leveling
 NP0327.and adjusted by the National Geodetic Survey in June 1991..
 NP0327
 NP0327.The geoid height was determined by GEOID03.
 NP0327
 NP0327.The dynamic height is computed by dividing the NAVD 88
 NP0327.geopotential number by the normal gravity value computed on the
 NP0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0327.degrees latitude (g = 980.6199 gals.).
 NP0327
 NP0327.The modeled gravity was interpolated from observed gravity values.
 NP0327
 NP0327;                    North         East    Units  Estimated Accuracy
 NP0327;SPC NE       -   344,240.      242,830.      MT  (+/- 180 meters Scaled)
 NP0327
 NP0327                          SUPERSEDED SURVEY CONTROL
 NP0327
 NP0327  NGVD 29 (??/??/92) 1009.279  (m)         3311.28   (f) ADJ UNCH    2 0
 NP0327
 NP0327.Superseded values are not recommended for survey control.
 NP0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0327.See file dsdata.txt to determine how the superseded data were derived.
 NP0327
 NP0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH511504(NAD 83)
 NP0327_MARKER: DB = BENCH MARK DISK
 NP0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0327_STAMPING: N 35 1934
 NP0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0327+STABILITY: SURFACE MOTION
 NP0327
 NP0327  HISTORY     - Date     Condition        Report By
 NP0327  HISTORY     - 1934     MONUMENTED       CGS
 NP0327
 NP0327                          STATION DESCRIPTION
 NP0327
 NP0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0327'8.2 MI SE FROM WAYSIDE.
 NP0327'8.2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0327'FROM THE STATION AT WAYSIDE, DAWES COUNTY, 0.2 MILE SOUTHEAST
 NP0327'OF MILEPOST H 4, 779 FEET SOUTHEAST OF THE SOUTH CORNER OF WOODEN
 NP0327'TRESTLE H 7, 93.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 3
 NP0327'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NP0327'STAMPED N 35 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0327'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0332 ***********************************************************************
 NO0332  DESIGNATION -  N 350
 NO0332  PID         -  NO0332
 NO0332  STATE/COUNTY-  NE/CHERRY
 NO0332  USGS QUAD   -  IRWIN (1990)
 NO0332
 NO0332                         *CURRENT SURVEY CONTROL
 NO0332  ___________________________________________________________________
 NO0332* NAD 83(1986)-  42 52 47.     (N)    101 57 00.     (W)     SCALED    
 NO0332* NAVD 88     -      1045.979  (meters)    3431.68   (feet)  ADJUSTED  
 NO0332  ___________________________________________________________________
 NO0332  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 NO0332  DYNAMIC HT  -        1045.499 (meters)    3430.11  (feet)  COMP
 NO0332  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 NO0332
 NO0332  VERT ORDER  -  FIRST     CLASS II
 NO0332
 NO0332.The horizontal coordinates were scaled from a topographic map and have
 NO0332.an estimated accuracy of +/- 6 seconds.
 NO0332
 NO0332.The orthometric height was determined by differential leveling
 NO0332.and adjusted by the National Geodetic Survey in June 1991..
 NO0332
 NO0332.The geoid height was determined by GEOID03.
 NO0332
 NO0332.The dynamic height is computed by dividing the NAVD 88
 NO0332.geopotential number by the normal gravity value computed on the
 NO0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0332.degrees latitude (g = 980.6199 gals.).
 NO0332
 NO0332.The modeled gravity was interpolated from observed gravity values.
 NO0332
 NO0332;                    North         East    Units  Estimated Accuracy
 NO0332;SPC NE       -   340,060.      340,710.      MT  (+/- 180 meters Scaled)
 NO0332
 NO0332                          SUPERSEDED SURVEY CONTROL
 NO0332
 NO0332  NGVD 29 (??/??/92) 1045.523  (m)         3430.19   (f) ADJ UNCH    1 2
 NO0332
 NO0332.Superseded values are not recommended for survey control.
 NO0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0332.See file dsdata.txt to determine how the superseded data were derived.
 NO0332
 NO0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN590516(NAD 83)
 NO0332_MARKER: DB = BENCH MARK DISK
 NO0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0332_STAMPING: N 350 1957
 NO0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0332+STABILITY: SURFACE MOTION
 NO0332
 NO0332  HISTORY     - Date     Condition        Report By
 NO0332  HISTORY     - 1957     MONUMENTED       CGS
 NO0332
 NO0332                          STATION DESCRIPTION
 NO0332
 NO0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0332'13.6 MI W FROM MERRIMAN.
 NO0332'ABOUT 13.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0332'FROM THE STATION AT MERRIMAN, ALSO ABOUT 13.8 MILES EAST ALONG
 NO0332'THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT GORDON,
 NO0332'IN T. 34 N., R. 39 W., AND NEAR THE EAST SIDE OF SECTION 31.,
 NO0332'0.35 MILES NORTHEAST OF THE IRWIN STATION SIGN AT A ROAD CROSSING,
 NO0332'0.3 MILES NORTH EAST OF MILEPOST 346, 166 FEET SOUTHWEST OF THE
 NO0332'CENTER LINE OF A ROAD CROSSING, 160 FEET WEST-SOUTHWEST OF THE
 NO0332'CENTER LINE OF A DIRT ROAD, IN LINE WITH A ROW OF TELEPHONE
 NO0332'POLES, 41 FEET SOUTHWEST OF A TELEPHONE POLE, 40 FEET SOUTHEAST
 NO0332'OF THE SOUTHEAST RAIL, 13 FEET NORTH OF A TELEPHONE POLE, 7 FEET
 NO0332'NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, 1 1/2 FEET
 NO0332'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE
 NO0332'THE TOP OF THE RAILS, AND IN THE TOP OF A CONCRETE POST WHICH
 NO0332'PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0025 ***********************************************************************
 NP0025  DESIGNATION -  N 351 RESET
 NP0025  PID         -  NP0025
 NP0025  STATE/COUNTY-  NE/SHERIDAN
 NP0025  USGS QUAD   -  CLINTON (1969)
 NP0025
 NP0025                         *CURRENT SURVEY CONTROL
 NP0025  ___________________________________________________________________
 NP0025* NAD 83(1986)-  42 47 19.     (N)    102 16 40.     (W)     SCALED    
 NP0025* NAVD 88     -      1116.24   (meters)    3662.2    (feet)  RESET     
 NP0025  ___________________________________________________________________
 NP0025  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 NP0025
 NP0025  VERT ORDER  -  THIRD
 NP0025
 NP0025.The horizontal coordinates were scaled from a topographic map and have
 NP0025.an estimated accuracy of +/- 6 seconds.
 NP0025
 NP0025.The orthometric height was computed from unverified reset data.
 NP0025
 NP0025.The geoid height was determined by GEOID03.
 NP0025
 NP0025;                    North         East    Units  Estimated Accuracy
 NP0025;SPC NE       -   330,590.      313,670.      MT  (+/- 180 meters Scaled)
 NP0025
 NP0025                          SUPERSEDED SURVEY CONTROL
 NP0025
 NP0025.No superseded survey control is available for this station.
 NP0025
 NP0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH226409(NAD 83)
 NP0025_MARKER: DB = BENCH MARK DISK
 NP0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0025_STAMPING: N 351 RESET 1969
 NP0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0025+STABILITY: SURFACE MOTION
 NP0025
 NP0025  HISTORY     - Date     Condition        Report By
 NP0025  HISTORY     - 1969     MONUMENTED       NEDR
 NP0025
 NP0025                          STATION DESCRIPTION
 NP0025
 NP0025'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1969
 NP0025'5 MI SW FROM GORDON.
 NP0025'ABOUT 1 MILE SOUTH AND 4 MILES WEST OF GORDON, ABOUT 4 MILES
 NP0025'WEST OF THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 27 AT
 NP0025'GORDON, IN THE SOUTHEAST CORNER OF SECTION 32, T 33 N, R 42 W,
 NP0025'67 FEET NORTH AND 24 FEET WEST OF THE FIRST POLE EAST OF MILEPOST
 NP0025'364 ON THE CHICAGO AND NORTHWESTERN RAILWAY TRACKS, 42 FEET
 NP0025'NORTHWEST OF NORTHWEST RAIL, 9.5 FEET SOUTH OF THE RIGHT-OF-WAY
 NP0025'FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, SET
 NP0025'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0185 ***********************************************************************
 NP0185  DESIGNATION -  N 352
 NP0185  PID         -  NP0185
 NP0185  STATE/COUNTY-  NE/SHERIDAN
 NP0185  USGS QUAD   -  HAY SPRINGS NE (1966)
 NP0185
 NP0185                         *CURRENT SURVEY CONTROL
 NP0185  ___________________________________________________________________
 NP0185* NAD 83(1986)-  42 42 50.     (N)    102 30 23.     (W)     SCALED    
 NP0185* NAVD 88     -      1134.508  (meters)    3722.13   (feet)  ADJUSTED  
 NP0185  ___________________________________________________________________
 NP0185  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 NP0185  DYNAMIC HT  -        1133.934 (meters)    3720.25  (feet)  COMP
 NP0185  MODELED GRAV-     980,075.5   (mgal)                       NAVD 88
 NP0185
 NP0185  VERT ORDER  -  FIRST     CLASS II
 NP0185
 NP0185.The horizontal coordinates were scaled from a topographic map and have
 NP0185.an estimated accuracy of +/- 6 seconds.
 NP0185
 NP0185.The orthometric height was determined by differential leveling
 NP0185.and adjusted by the National Geodetic Survey in June 1991..
 NP0185
 NP0185.The geoid height was determined by GEOID03.
 NP0185
 NP0185.The dynamic height is computed by dividing the NAVD 88
 NP0185.geopotential number by the normal gravity value computed on the
 NP0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0185.degrees latitude (g = 980.6199 gals.).
 NP0185
 NP0185.The modeled gravity was interpolated from observed gravity values.
 NP0185
 NP0185;                    North         East    Units  Estimated Accuracy
 NP0185;SPC NE       -   322,820.      294,730.      MT  (+/- 180 meters Scaled)
 NP0185
 NP0185                          SUPERSEDED SURVEY CONTROL
 NP0185
 NP0185  NGVD 29 (??/??/92) 1133.981  (m)         3720.40   (f) ADJ UNCH    1 2
 NP0185
 NP0185.Superseded values are not recommended for survey control.
 NP0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0185.See file dsdata.txt to determine how the superseded data were derived.
 NP0185
 NP0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH041320(NAD 83)
 NP0185_MARKER: DB = BENCH MARK DISK
 NP0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0185_STAMPING: N 352 1957
 NP0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0185+STABILITY: SURFACE MOTION
 NP0185
 NP0185  HISTORY     - Date     Condition        Report By
 NP0185  HISTORY     - 1957     MONUMENTED       CGS
 NP0185
 NP0185                          STATION DESCRIPTION
 NP0185
 NP0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0185'2.2 MI SW FROM RUSHVILLE.
 NP0185'ABOUT 2.15 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0185'RAILWAY FROM THE STATION AT RUSHVILLE, IN T. 32 N., R. 44 W.,
 NP0185'SECTION 33., 0.15 MILE WEST OF A BRIDGE ALONG THE RAILROAD,
 NP0185'58 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 39 FEET
 NP0185'SOUTH OF THE SOUTH RAIL, 21 1/2 FEET EAST OF THE 3RD POLE EAST
 NP0185'OF MILE POST 377, IN LINE WITH A ROW OF POLES, ABOUT LEVEL WITH
 NP0185'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0185'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0208 ***********************************************************************
 NP0208  DESIGNATION -  N 353
 NP0208  PID         -  NP0208
 NP0208  STATE/COUNTY-  NE/SHERIDAN
 NP0208  USGS QUAD   -  HAY SPRINGS (1966)
 NP0208
 NP0208                         *CURRENT SURVEY CONTROL
 NP0208  ___________________________________________________________________
 NP0208* NAD 83(1986)-  42 40 55.     (N)    102 41 55.     (W)     SCALED    
 NP0208* NAVD 88     -      1164.846  (meters)    3821.67   (feet)  ADJUSTED  
 NP0208  ___________________________________________________________________
 NP0208  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 NP0208  DYNAMIC HT  -        1164.251 (meters)    3819.71  (feet)  COMP
 NP0208  MODELED GRAV-     980,069.6   (mgal)                       NAVD 88
 NP0208
 NP0208  VERT ORDER  -  FIRST     CLASS II
 NP0208
 NP0208.The horizontal coordinates were scaled from a topographic map and have
 NP0208.an estimated accuracy of +/- 6 seconds.
 NP0208
 NP0208.The orthometric height was determined by differential leveling
 NP0208.and adjusted by the National Geodetic Survey in June 1991..
 NP0208
 NP0208.The geoid height was determined by GEOID03.
 NP0208
 NP0208.The dynamic height is computed by dividing the NAVD 88
 NP0208.geopotential number by the normal gravity value computed on the
 NP0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0208.degrees latitude (g = 980.6199 gals.).
 NP0208
 NP0208.The modeled gravity was interpolated from observed gravity values.
 NP0208
 NP0208;                    North         East    Units  Estimated Accuracy
 NP0208;SPC NE       -   319,740.      278,890.      MT  (+/- 180 meters Scaled)
 NP0208
 NP0208                          SUPERSEDED SURVEY CONTROL
 NP0208
 NP0208  NGVD 29 (??/??/92) 1164.308  (m)         3819.90   (f) ADJ UNCH    1 2
 NP0208
 NP0208.Superseded values are not recommended for survey control.
 NP0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0208.See file dsdata.txt to determine how the superseded data were derived.
 NP0208
 NP0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH885280(NAD 83)
 NP0208_MARKER: DB = BENCH MARK DISK
 NP0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0208_STAMPING: N 353 1957
 NP0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0208+STABILITY: SURFACE MOTION
 NP0208
 NP0208  HISTORY     - Date     Condition        Report By
 NP0208  HISTORY     - 1957     MONUMENTED       CGS
 NP0208
 NP0208                          STATION DESCRIPTION
 NP0208
 NP0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0208'0.3 MI NW FROM HAY SPRINGS.
 NP0208'ABOUT 0.3 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0208'RAILWAY FROM THE STATION AT HAY SPRINGS, AT THE HAY SPRINGS
 NP0208'AIRPORT, IN T. 31 N., R. 46 W., SECTION 10., 61 FEET SOUTHWEST
 NP0208'OF A FENCE CORNER, 42 FEET NORTHEAST OF THE CENTER LINE OF THE
 NP0208'SOUTHEAST ENTRANCE TO THE AIRPORT, 9 1/2 FEET NORTHEAST OF THE
 NP0208'CONTROL HOUSE FOR THE CONTROL TOWER, 9 1/2 FEET WEST OF A FENCE
 NP0208'LINE, SET IN THE TOP OF A CONCRETE POST IN THE CENTER OF THE
 NP0208'CONTROL TOWER.  POST PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1370 ***********************************************************************
 NM1370  DESIGNATION -  N 36
 NM1370  PID         -  NM1370
 NM1370  STATE/COUNTY-  NE/KNOX
 NM1370  USGS QUAD   -  SPRINGFIELD (1978)
 NM1370
 NM1370                         *CURRENT SURVEY CONTROL
 NM1370  ___________________________________________________________________
 NM1370* NAD 83(1986)-  42 45 49.     (N)    097 59 28.     (W)     SCALED    
 NM1370* NAVD 88     -       370.551  (meters)    1215.72   (feet)  ADJUSTED  
 NM1370  ___________________________________________________________________
 NM1370  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 NM1370  DYNAMIC HT  -         370.432 (meters)    1215.33  (feet)  COMP
 NM1370  MODELED GRAV-     980,289.1   (mgal)                       NAVD 88
 NM1370
 NM1370  VERT ORDER  -  SECOND    CLASS 0
 NM1370
 NM1370.The horizontal coordinates were scaled from a topographic map and have
 NM1370.an estimated accuracy of +/- 6 seconds.
 NM1370
 NM1370.The orthometric height was determined by differential leveling
 NM1370.and adjusted by the National Geodetic Survey in June 1991..
 NM1370
 NM1370.The geoid height was determined by GEOID03.
 NM1370
 NM1370.The dynamic height is computed by dividing the NAVD 88
 NM1370.geopotential number by the normal gravity value computed on the
 NM1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1370.degrees latitude (g = 980.6199 gals.).
 NM1370
 NM1370.The modeled gravity was interpolated from observed gravity values.
 NM1370
 NM1370;                    North         East    Units  Estimated Accuracy
 NM1370;SPC NE       -   327,270.      664,400.      MT  (+/- 180 meters Scaled)
 NM1370
 NM1370                          SUPERSEDED SURVEY CONTROL
 NM1370
 NM1370  NGVD 29 (??/??/92)  370.337  (m)         1215.01   (f) ADJ UNCH    2 0
 NM1370
 NM1370.Superseded values are not recommended for survey control.
 NM1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1370.See file dsdata.txt to determine how the superseded data were derived.
 NM1370
 NM1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN825350(NAD 83)
 NM1370_MARKER: DB = BENCH MARK DISK
 NM1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1370_STAMPING: N 36 1934
 NM1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1370+STABILITY: SURFACE MOTION
 NM1370
 NM1370  HISTORY     - Date     Condition        Report By
 NM1370  HISTORY     - 1934     MONUMENTED       CGS
 NM1370  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1370
 NM1370                          STATION DESCRIPTION
 NM1370
 NM1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1370'3.7 MI NE FROM NIOBRARA.
 NM1370'3.7 MILES NORTHEAST OF STATION AT NIOBRARA, ABOUT 0.25 MILE
 NM1370'NORTHEAST OF ELECTRIC POWER LINE TOWER, 91 FEET SOUTHEAST OF
 NM1370'SOUTH FERRY ENTRANCE TO MISSOURI RIVER CROSSING, 24 FEET SOUTH
 NM1370'OF CENTERLINE OF SMALL TRAIL RUNNING EAST AND WEST.  STANDARD
 NM1370'TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH, STAMPED
 NM1370'N 36 1934.
 NM1370
 NM1370                          STATION RECOVERY (1974)
 NM1370
 NM1370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1275 ***********************************************************************
 MK1275  DESIGNATION -  N 363
 MK1275  PID         -  MK1275
 MK1275  STATE/COUNTY-  NE/BUTLER
 MK1275  USGS QUAD   -  BRAINARD (1965)
 MK1275
 MK1275                         *CURRENT SURVEY CONTROL
 MK1275  ___________________________________________________________________
 MK1275* NAD 83(1986)-  41 13 31.     (N)    097 02 58.     (W)     SCALED    
 MK1275* NAVD 88     -       506.822  (meters)    1662.80   (feet)  ADJUSTED  
 MK1275  ___________________________________________________________________
 MK1275  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 MK1275  DYNAMIC HT  -         506.577 (meters)    1661.99  (feet)  COMP
 MK1275  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 MK1275
 MK1275  VERT ORDER  -  SECOND    CLASS 0
 MK1275
 MK1275.The horizontal coordinates were scaled from a topographic map and have
 MK1275.an estimated accuracy of +/- 6 seconds.
 MK1275
 MK1275.The orthometric height was determined by differential leveling
 MK1275.and adjusted by the National Geodetic Survey in June 1991..
 MK1275
 MK1275.The geoid height was determined by GEOID03.
 MK1275
 MK1275.The dynamic height is computed by dividing the NAVD 88
 MK1275.geopotential number by the normal gravity value computed on the
 MK1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1275.degrees latitude (g = 980.6199 gals.).
 MK1275
 MK1275.The modeled gravity was interpolated from observed gravity values.
 MK1275
 MK1275;                    North         East    Units  Estimated Accuracy
 MK1275;SPC NE       -   158,760.      747,270.      MT  (+/- 180 meters Scaled)
 MK1275
 MK1275                          SUPERSEDED SURVEY CONTROL
 MK1275
 MK1275  NGVD 29 (??/??/92)  506.642  (m)         1662.21   (f) ADJ UNCH    2 0
 MK1275
 MK1275.Superseded values are not recommended for survey control.
 MK1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1275.See file dsdata.txt to determine how the superseded data were derived.
 MK1275
 MK1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL634656(NAD 83)
 MK1275_MARKER: DB = BENCH MARK DISK
 MK1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1275_STAMPING: N 363 1961
 MK1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1275+STABILITY: SURFACE MOTION
 MK1275
 MK1275  HISTORY     - Date     Condition        Report By
 MK1275  HISTORY     - 1961     MONUMENTED       CGS
 MK1275
 MK1275                          STATION DESCRIPTION
 MK1275
 MK1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK1275'4.8 MI NW FROM BRAINARD.
 MK1275'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1275'FROM THE STATION AT BRAINARD, THENCE 3.4 MILES NORTHWEST ALONG
 MK1275'THE UNION PACIFIC RAILROAD, 36.6 FEET SOUTH OF THE CENTER OF A
 MK1275'FARM ROAD, 32.4 FEET SOUTH OF THE SOUTH RAIL, 4.5 FEET WEST OF
 MK1275'MILE POST 18, 1.7 FEET EAST OF A METAL WITNESS POST WITH SIGN,
 MK1275'1.6 FEET LOWER THAN THE TRACKS, SET IN TOP OF A SQUARE CONCRETE
 MK1275'POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0071 ***********************************************************************
 LG0071  DESIGNATION -  N 364
 LG0071  PID         -  LG0071
 LG0071  STATE/COUNTY-  NE/CASS
 LG0071  USGS QUAD   -  WEEPING WATER (1966)
 LG0071
 LG0071                         *CURRENT SURVEY CONTROL
 LG0071  ___________________________________________________________________
 LG0071* NAD 83(1986)-  40 48 47.     (N)    096 10 46.     (W)     SCALED    
 LG0071* NAVD 88     -       384.972  (meters)    1263.03   (feet)  ADJUSTED  
 LG0071  ___________________________________________________________________
 LG0071  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 LG0071  DYNAMIC HT  -         384.806 (meters)    1262.48  (feet)  COMP
 LG0071  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 LG0071
 LG0071  VERT ORDER  -  SECOND    CLASS 0
 LG0071
 LG0071.The horizontal coordinates were scaled from a topographic map and have
 LG0071.an estimated accuracy of +/- 6 seconds.
 LG0071
 LG0071.The orthometric height was determined by differential leveling
 LG0071.and adjusted by the National Geodetic Survey in June 1991..
 LG0071
 LG0071.The geoid height was determined by GEOID03.
 LG0071
 LG0071.The dynamic height is computed by dividing the NAVD 88
 LG0071.geopotential number by the normal gravity value computed on the
 LG0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0071.degrees latitude (g = 980.6199 gals.).
 LG0071
 LG0071.The modeled gravity was interpolated from observed gravity values.
 LG0071
 LG0071;                    North         East    Units  Estimated Accuracy
 LG0071;SPC NE       -   115,900.      822,160.      MT  (+/- 180 meters Scaled)
 LG0071
 LG0071                          SUPERSEDED SURVEY CONTROL
 LG0071
 LG0071  NGVD 29 (??/??/92)  384.877  (m)         1262.72   (f) ADJ UNCH    2 0
 LG0071
 LG0071.Superseded values are not recommended for survey control.
 LG0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0071.See file dsdata.txt to determine how the superseded data were derived.
 LG0071
 LG0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL378218(NAD 83)
 LG0071_MARKER: DB = BENCH MARK DISK
 LG0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0071_STAMPING: N 364 1961
 LG0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0071+STABILITY: SURFACE MOTION
 LG0071
 LG0071  HISTORY     - Date     Condition        Report By
 LG0071  HISTORY     - 1961     MONUMENTED       CGS
 LG0071
 LG0071                          STATION DESCRIPTION
 LG0071
 LG0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0071'4.1 MI NW FROM AVOCA.
 LG0071'1.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0071'STATION AT AVOCA, TO U.S. HIGHWAY 34, THENCE 2.9 MILES WEST
 LG0071'ALONG U.S. HIGHWAY 34, ABOUT 270 FEET NORTHWEST OF THE CENTER
 LG0071'OF THE INTERSECTION OF U.S. HIGHWAY 34 AND STATE 50, 83 FEET
 LG0071'NORTH OF U.S. HIGHWAY 34 MEDIAN, 5.1 FEET SOUTH OF FENCE,
 LG0071'2.8 FEET NORTH OF A TELEPHONE POLE, 2 FEET HIGHER THAN THE
 LG0071'HIGHWAY, 1.3 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN
 LG0071'TOP OF A SQUARE CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0475 ***********************************************************************
 LG0475  DESIGNATION -  N 365
 LG0475  PID         -  LG0475
 LG0475  STATE/COUNTY-  NE/SALINE
 LG0475  USGS QUAD   -  PLEASANT HILL (1964)
 LG0475
 LG0475                         *CURRENT SURVEY CONTROL
 LG0475  ___________________________________________________________________
 LG0475* NAD 83(1986)-  40 33 12.     (N)    097 07 22.     (W)     SCALED    
 LG0475* NAVD 88     -       461.656  (meters)    1514.62   (feet)  ADJUSTED  
 LG0475  ___________________________________________________________________
 LG0475  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 LG0475  DYNAMIC HT  -         461.401 (meters)    1513.78  (feet)  COMP
 LG0475  MODELED GRAV-     980,059.0   (mgal)                       NAVD 88
 LG0475
 LG0475  VERT ORDER  -  SECOND    CLASS 0
 LG0475
 LG0475.The horizontal coordinates were scaled from a topographic map and have
 LG0475.an estimated accuracy of +/- 6 seconds.
 LG0475
 LG0475.The orthometric height was determined by differential leveling
 LG0475.and adjusted by the National Geodetic Survey in June 1991..
 LG0475
 LG0475.The geoid height was determined by GEOID03.
 LG0475
 LG0475.The dynamic height is computed by dividing the NAVD 88
 LG0475.geopotential number by the normal gravity value computed on the
 LG0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0475.degrees latitude (g = 980.6199 gals.).
 LG0475
 LG0475.The modeled gravity was interpolated from observed gravity values.
 LG0475
 LG0475;                    North         East    Units  Estimated Accuracy
 LG0475;SPC NE       -    84,000.      743,610.      MT  (+/- 180 meters Scaled)
 LG0475
 LG0475                          SUPERSEDED SURVEY CONTROL
 LG0475
 LG0475  NGVD 29 (??/??/92)  461.499  (m)         1514.10   (f) ADJ UNCH    2 0
 LG0475
 LG0475.Superseded values are not recommended for survey control.
 LG0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0475.See file dsdata.txt to determine how the superseded data were derived.
 LG0475
 LG0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK589908(NAD 83)
 LG0475_MARKER: DB = BENCH MARK DISK
 LG0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0475_STAMPING: N 365 1961
 LG0475_MARK LOGO: CGS   
 LG0475_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0475+STABILITY: SURFACE MOTION
 LG0475
 LG0475  HISTORY     - Date     Condition        Report By
 LG0475  HISTORY     - 1961     MONUMENTED       CGS
 LG0475  HISTORY     - 19950417 GOOD             NGS
 LG0475
 LG0475                          STATION DESCRIPTION
 LG0475
 LG0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0475'6.8 MI S FROM DORCHESTER.
 LG0475'0.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0475'FROM THE STATION AT DORCHESTER TO STATE HIGHWAY 15, THENCE 6.45
 LG0475'MILES SOUTH ALONG STATE HIGHWAY 15, 70 FEET NORTH OF THE CENTER
 LG0475'OF A ROAD CROSSING, 60 FEET NORTH OF THE CENTER OF A GRAVEL
 LG0475'ROAD, 36 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 33 FEET NORTH
 LG0475'OF A TELEPHONE POLE, 1.9 FEET SOUTH OF A METAL WITNESS POST WITH
 LG0475'SIGN, 1 FOOT WEST OF A FENCE, 1 FOOT HIGHER THAN THE HIGHWAY,
 LG0475'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES.
 LG0475
 LG0475                          STATION RECOVERY (1995)
 LG0475
 LG0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 LG0475'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0026 ***********************************************************************
 NN0026  DESIGNATION -  N 37
 NN0026  PID         -  NN0026
 NN0026  STATE/COUNTY-  NE/KNOX
 NN0026  USGS QUAD   -  VERDIGRE NE (1950)
 NN0026
 NN0026                         *CURRENT SURVEY CONTROL
 NN0026  ___________________________________________________________________
 NN0026* NAD 83(1986)-  42 44 50.     (N)    098 02 26.     (W)     SCALED    
 NN0026* NAVD 88     -       377.548  (meters)    1238.67   (feet)  ADJUSTED  
 NN0026  ___________________________________________________________________
 NN0026  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 NN0026  DYNAMIC HT  -         377.424 (meters)    1238.27  (feet)  COMP
 NN0026  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 NN0026
 NN0026  VERT ORDER  -  SECOND    CLASS 0
 NN0026
 NN0026.The horizontal coordinates were scaled from a topographic map and have
 NN0026.an estimated accuracy of +/- 6 seconds.
 NN0026
 NN0026.The orthometric height was determined by differential leveling
 NN0026.and adjusted by the National Geodetic Survey in June 1991..
 NN0026
 NN0026.The geoid height was determined by GEOID03.
 NN0026
 NN0026.The dynamic height is computed by dividing the NAVD 88
 NN0026.geopotential number by the normal gravity value computed on the
 NN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0026.degrees latitude (g = 980.6199 gals.).
 NN0026
 NN0026.The modeled gravity was interpolated from observed gravity values.
 NN0026
 NN0026;                    North         East    Units  Estimated Accuracy
 NN0026;SPC NE       -   325,360.      660,400.      MT  (+/- 180 meters Scaled)
 NN0026
 NN0026                          SUPERSEDED SURVEY CONTROL
 NN0026
 NN0026  NGVD 29 (??/??/92)  377.339  (m)         1237.99   (f) ADJ UNCH    2 0
 NN0026
 NN0026.Superseded values are not recommended for survey control.
 NN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0026.See file dsdata.txt to determine how the superseded data were derived.
 NN0026
 NN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN785331(NAD 83)
 NN0026_MARKER: DB = BENCH MARK DISK
 NN0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0026_STAMPING: N-37 1934
 NN0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0026+STABILITY: SURFACE MOTION
 NN0026
 NN0026  HISTORY     - Date     Condition        Report By
 NN0026  HISTORY     - 1934     MONUMENTED       CGS
 NN0026
 NN0026                          STATION DESCRIPTION
 NN0026
 NN0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0026'AT NIOBRARA.
 NN0026'LOCATED AT NIOBRARA, ALONG CHICAGO AND NORTH WESTERN RWY. R/W,
 NN0026'0.6 OF MILE SOUTH OF STATION, 46 FEET NORTHWEST OF CENTERLINE OF
 NN0026'R.R. CROSSING, 44.7 FEET WEST OF WEST RAIL, 2.5 FEET EAST OF FENCE.
 NN0026'STANDARD TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1279 ***********************************************************************
 NM1279  DESIGNATION -  N 38
 NM1279  PID         -  NM1279
 NM1279  STATE/COUNTY-  NE/PIERCE
 NM1279  USGS QUAD   -  FOSTER (1963)
 NM1279
 NM1279                         *CURRENT SURVEY CONTROL
 NM1279  ___________________________________________________________________
 NM1279* NAD 83(1986)-  42 21 05.     (N)    097 41 55.     (W)     SCALED    
 NM1279* NAVD 88     -       509.536  (meters)    1671.70   (feet)  ADJUSTED  
 NM1279  ___________________________________________________________________
 NM1279  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 NM1279  DYNAMIC HT  -         509.347 (meters)    1671.08  (feet)  COMP
 NM1279  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 NM1279
 NM1279  VERT ORDER  -  SECOND    CLASS 0
 NM1279
 NM1279.The horizontal coordinates were scaled from a topographic map and have
 NM1279.an estimated accuracy of +/- 6 seconds.
 NM1279
 NM1279.The orthometric height was determined by differential leveling
 NM1279.and adjusted by the National Geodetic Survey in June 1991..
 NM1279
 NM1279.The geoid height was determined by GEOID03.
 NM1279
 NM1279.The dynamic height is computed by dividing the NAVD 88
 NM1279.geopotential number by the normal gravity value computed on the
 NM1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1279.degrees latitude (g = 980.6199 gals.).
 NM1279
 NM1279.The modeled gravity was interpolated from observed gravity values.
 NM1279
 NM1279;                    North         East    Units  Estimated Accuracy
 NM1279;SPC NE       -   282,100.      689,550.      MT  (+/- 180 meters Scaled)
 NM1279
 NM1279                          SUPERSEDED SURVEY CONTROL
 NM1279
 NM1279  NGVD 29 (??/??/92)  509.349  (m)         1671.09   (f) ADJ UNCH    2 0
 NM1279
 NM1279.Superseded values are not recommended for survey control.
 NM1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1279.See file dsdata.txt to determine how the superseded data were derived.
 NM1279
 NM1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM071896(NAD 83)
 NM1279_MARKER: DB = BENCH MARK DISK
 NM1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1279_STAMPING: N-38--1934
 NM1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1279+STABILITY: SURFACE MOTION
 NM1279
 NM1279  HISTORY     - Date     Condition        Report By
 NM1279  HISTORY     - 1934     MONUMENTED       CGS
 NM1279  HISTORY     - 1961     MARK NOT FOUND   USGS
 NM1279  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1279
 NM1279                          STATION DESCRIPTION
 NM1279
 NM1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1279'5 MI E FROM PLAINVIEW.
 NM1279'LOCATED 5 MILES ALONG U.S. HIGHWAY 20.  EAST OF THE CHICAGO
 NM1279'AND NORTH WESTERN DEPOT AT PLAINVIEW, AT BRESLAU, 34 FEET EAST OF
 NM1279'CENTERLINE OF HIGHWAY, 6.25 FEET NORTH OF NORTHWEST CORNER OF
 NM1279'GROCERY STORE, 5.6 FEET NORTH OF CORNER FENCE POST, 1 FOOT
 NM1279'WEST OF FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 NM1279'4 INCHES HIGH.
 NM1279
 NM1279                          STATION RECOVERY (1961)
 NM1279
 NM1279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1279'MARK NOT FOUND.
 NM1279
 NM1279                          STATION RECOVERY (1999)
 NM1279
 NM1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1279'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1018 ***********************************************************************
 NM1018  DESIGNATION -  N 39
 NM1018  PID         -  NM1018
 NM1018  STATE/COUNTY-  NE/KNOX
 NM1018  USGS QUAD   -  GAVINS POINT DAM (1968)
 NM1018
 NM1018                         *CURRENT SURVEY CONTROL
 NM1018  ___________________________________________________________________
 NM1018* NAD 83(1986)-  42 49 48.     (N)    097 29 41.     (W)     SCALED    
 NM1018* NAVD 88     -       429.044  (meters)    1407.62   (feet)  ADJUSTED  
 NM1018  ___________________________________________________________________
 NM1018  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 NM1018  DYNAMIC HT  -         428.918 (meters)    1407.21  (feet)  COMP
 NM1018  MODELED GRAV-     980,312.1   (mgal)                       NAVD 88
 NM1018
 NM1018  VERT ORDER  -  FIRST     CLASS II
 NM1018
 NM1018.The horizontal coordinates were scaled from a topographic map and have
 NM1018.an estimated accuracy of +/- 6 seconds.
 NM1018
 NM1018.The orthometric height was determined by differential leveling
 NM1018.and adjusted by the National Geodetic Survey in June 1991..
 NM1018.WARNING-Repeat measurements at this control monument indicate possible
 NM1018.vertical movement.
 NM1018
 NM1018.The geoid height was determined by GEOID03.
 NM1018
 NM1018.The dynamic height is computed by dividing the NAVD 88
 NM1018.geopotential number by the normal gravity value computed on the
 NM1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1018.degrees latitude (g = 980.6199 gals.).
 NM1018
 NM1018.The modeled gravity was interpolated from observed gravity values.
 NM1018
 NM1018;                    North         East    Units  Estimated Accuracy
 NM1018;SPC NE       -   335,700.      704,800.      MT  (+/- 180 meters Scaled)
 NM1018
 NM1018                          SUPERSEDED SURVEY CONTROL
 NM1018
 NM1018  NGVD 29 (??/??/92)  428.838  (m)         1406.95   (f) ADJ UNCH    1 2
 NM1018
 NM1018.Superseded values are not recommended for survey control.
 NM1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1018.See file dsdata.txt to determine how the superseded data were derived.
 NM1018
 NM1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN230430(NAD 83)
 NM1018_MARKER: DB = BENCH MARK DISK
 NM1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1018_STAMPING: N 39 1934
 NM1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1018+STABILITY: SURFACE MOTION
 NM1018
 NM1018  HISTORY     - Date     Condition        Report By
 NM1018  HISTORY     - 1934     MONUMENTED       CGS
 NM1018  HISTORY     - 1949     GOOD             NGS
 NM1018  HISTORY     - 1981     POOR             NGS
 NM1018
 NM1018                          STATION DESCRIPTION
 NM1018
 NM1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1018'6.3 MI SW FROM YANKTON.
 NM1018'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1018'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE 5.2
 NM1018'MILES SOUTHWEST ALONG U.S. HIGHWAY 81, ON TOP OF A SMALL KNOLL,
 NM1018'0.4 MILE EAST OF THE CURVE LEADING SOUTH TO CROFTON, NEBRASKA,
 NM1018'26 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5.0 FEET
 NM1018'NORTHWEST OF A T FENCE CORNER, 2.6 FEET NORTH OF A FENCE LINE,
 NM1018'1.0 FOOT EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM1018'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM1018
 NM1018                          STATION RECOVERY (1981)
 NM1018
 NM1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1018'2.0 MILES WEST ALONG STATE HIGHWAY 121 FROM THE JUNCTION WITH U.S.
 NM1018'HIGHWAY 81, ABOUT 2 MILES SOUTH OF YANKTON, SD, THENCE LEFT AND SOUTH
 NM1018'ALONG A GRAVELED ROAD FOR 0.3 MILE, THENCE RIGHT AND WESTERLY ALONG A
 NM1018'GRAVELED ROAD FOR 0.15 MILES TO THE MARK ON THE LEFT, 8.5 METER SOUTH
 NM1018'OF THE CENTERLINE OF THE ROAD, 1.6 METER WEST-NORTHWEST OF A T-FENCE
 NM1018'CORNER, 0.70 METER NORTH OF A FENCE, 1.2 METER EAST-NORTHEAST OF A
 NM1018'POWERLINE POLE. THIS MARK IS LOOSE IN THE GROUND AND SHOULD BE USED
 NM1018'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0553 ***********************************************************************
 NP0553  DESIGNATION -  N 416
 NP0553  PID         -  NP0553
 NP0553  STATE/COUNTY-  NE/SIOUX
 NP0553  USGS QUAD   -  ORELLA (1980)
 NP0553
 NP0553                         *CURRENT SURVEY CONTROL
 NP0553  ___________________________________________________________________
 NP0553* NAD 83(1986)-  42 53 37.     (N)    103 34 35.     (W)     SCALED    
 NP0553* NAVD 88     -      1167.710  (meters)    3831.06   (feet)  ADJUSTED  
 NP0553  ___________________________________________________________________
 NP0553  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 NP0553  DYNAMIC HT  -        1167.130 (meters)    3829.16  (feet)  COMP
 NP0553  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 NP0553
 NP0553  VERT ORDER  -  FIRST     CLASS II
 NP0553
 NP0553.The horizontal coordinates were scaled from a topographic map and have
 NP0553.an estimated accuracy of +/- 6 seconds.
 NP0553
 NP0553.The orthometric height was determined by differential leveling
 NP0553.and adjusted by the National Geodetic Survey in June 1991..
 NP0553
 NP0553.The geoid height was determined by GEOID03.
 NP0553
 NP0553.The dynamic height is computed by dividing the NAVD 88
 NP0553.geopotential number by the normal gravity value computed on the
 NP0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0553.degrees latitude (g = 980.6199 gals.).
 NP0553
 NP0553.The modeled gravity was interpolated from observed gravity values.
 NP0553
 NP0553;                    North         East    Units  Estimated Accuracy
 NP0553;SPC NE       -   345,840.      207,970.      MT  (+/- 180 meters Scaled)
 NP0553
 NP0553                          SUPERSEDED SURVEY CONTROL
 NP0553
 NP0553.No superseded survey control is available for this station.
 NP0553
 NP0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH162499(NAD 83)
 NP0553_MARKER: I = METAL ROD
 NP0553_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0553_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NP0553_STAMPING: N 416 1985
 NP0553_MARK LOGO: NGS   
 NP0553_PROJECTION: FLUSH
 NP0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0553+STABILITY: POSITION/ELEVATION WELL
 NP0553_ROD/PIPE-DEPTH: 8.5  meters
 NP0553_SLEEVE-DEPTH  : 6.1 meters
 NP0553
 NP0553  HISTORY     - Date     Condition        Report By
 NP0553  HISTORY     - 1985     MONUMENTED       NGS
 NP0553
 NP0553                          STATION DESCRIPTION
 NP0553
 NP0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0553'32.6 KM (20.25 MI) NORTH FROM CRAWFORD.
 NP0553'0.32 KM (0.2 MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM
 NP0553'THE JUNCTION OF MAIN STREET AT CRAWFORD, THENCE 4.4 KM (2.7 MI) NORTH
 NP0553'ALONG STATE ROUTE 71, THENCE 3.2 KM (2.0 MI) WEST ALONG A GRAVEL
 NP0553'ROAD, THENCE 3.7 (2.3 MI) NORTH ALONG A GRAVEL ROAD, THENCE 0.16 KM
 NP0553'(0.1 MI) EAST ALONG A GRAVEL ROAD TO THE BURLINGTON NORTHERN
 NP0553'RAILROAD, THENCE 20.84 KM (12.95 MI) NORTH-NORTHWEST ALONG THE
 NP0553'NORTHEAST SIDE OF THE TRACKS, AT AN OLD ENTRANCE ROAD AND GATE TO AN
 NP0553'OLD RANCH AT ORELLA, 14.0 METERS (46 FT) WEST OF THE WEST RAIL, 37.5
 NP0553'METERS (123 FT) NORTH-NORTHEAST OF THE CENTER OF THE GATE, 16.0
 NP0553'METERS (52.5 FT) EAST OF A FENCE, 2.1 METERS (7 FT) SOUTH OF A TRIPLE
 NP0553'GUYED POWER POLE AND 3.0 METERS (10 FT) NORTH OF A GUY ANCHOR.
 NP0553'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 NP0553'THE MARK IS 4.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0347 ***********************************************************************
 MN0347  DESIGNATION -  N 417
 MN0347  PID         -  MN0347
 MN0347  STATE/COUNTY-  NE/MORRILL
 MN0347  USGS QUAD   -  ANGORA (1965)
 MN0347
 MN0347                         *CURRENT SURVEY CONTROL
 MN0347  ___________________________________________________________________
 MN0347* NAD 83(1986)-  41 45 50.     (N)    103 08 16.     (W)     SCALED    
 MN0347* NAVD 88     -      1169.397  (meters)    3836.60   (feet)  ADJUSTED  
 MN0347  ___________________________________________________________________
 MN0347  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 MN0347  DYNAMIC HT  -        1168.647 (meters)    3834.14  (feet)  COMP
 MN0347  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 MN0347
 MN0347  VERT ORDER  -  FIRST     CLASS II
 MN0347
 MN0347.The horizontal coordinates were scaled from a topographic map and have
 MN0347.an estimated accuracy of +/- 6 seconds.
 MN0347
 MN0347.The orthometric height was determined by differential leveling
 MN0347.and adjusted by the National Geodetic Survey in June 1991..
 MN0347
 MN0347.The geoid height was determined by GEOID03.
 MN0347
 MN0347.The dynamic height is computed by dividing the NAVD 88
 MN0347.geopotential number by the normal gravity value computed on the
 MN0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0347.degrees latitude (g = 980.6199 gals.).
 MN0347
 MN0347.The modeled gravity was interpolated from observed gravity values.
 MN0347
 MN0347;                    North         East    Units  Estimated Accuracy
 MN0347;SPC NE       -   219,070.      239,220.      MT  (+/- 180 meters Scaled)
 MN0347
 MN0347                          SUPERSEDED SURVEY CONTROL
 MN0347
 MN0347.No superseded survey control is available for this station.
 MN0347
 MN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG547252(NAD 83)
 MN0347_MARKER: I = METAL ROD
 MN0347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0347_SP_SET: STAINLESS STEEL ROD
 MN0347_STAMPING: N 417 1985
 MN0347_MARK LOGO: NGS   
 MN0347_PROJECTION: FLUSH
 MN0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0347_ROD/PIPE-DEPTH: 6.1  meters
 MN0347
 MN0347  HISTORY     - Date     Condition        Report By
 MN0347  HISTORY     - 1985     MONUMENTED       NGS
 MN0347
 MN0347                          STATION DESCRIPTION
 MN0347
 MN0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0347'11.1 KM (6.9 MI) SOUTH FROM ANGORA.
 MN0347'0.08 KM (0.05 MI) EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 MN0347'ANGORA, THENCE 11.1 KM (6.9 MI) SOUTH ALONG US HIGHWAY 385, AT A
 MN0347'PRIVATE ROAD LEADING EAST, 0.32 KM (0.2 MI) NORTHWEST OF A HIGHWAY
 MN0347'CULVERT OVER INDIAN CREEK, 32.3 METERS (106 FT) EAST OF THE HIGHWAY
 MN0347'CENTERLINE, 4.9 METERS (16 FT) SOUTH OF THE CENTER OF THE ROAD, 3.1
 MN0347'METERS (10 FT) EAST OF THE SECOND POWER POLE EAST OF THE HIGHWAY, 9.9
 MN0347'METERS (32.5 FT) WEST OF THE SOUTHWEST EDGE OF A STEEL CATTLE GUARD
 MN0347'AND 0.4 METER (1.4 FT) NORTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT
 MN0347'IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0347'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MN0347'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0378 ***********************************************************************
 MN0378  DESIGNATION -  N 418
 MN0378  PID         -  MN0378
 MN0378  STATE/COUNTY-  NE/CHEYENNE
 MN0378  USGS QUAD   -  SIDNEY (1972)
 MN0378
 MN0378                         *CURRENT SURVEY CONTROL
 MN0378  ___________________________________________________________________
 MN0378* NAD 83(1986)-  41 09 38.     (N)    102 56 59.     (W)     SCALED    
 MN0378* NAVD 88     -      1279.772  (meters)    4198.72   (feet)  ADJUSTED  
 MN0378  ___________________________________________________________________
 MN0378  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 MN0378  DYNAMIC HT  -        1278.875 (meters)    4195.78  (feet)  COMP
 MN0378  MODELED GRAV-     979,878.5   (mgal)                       NAVD 88
 MN0378
 MN0378  VERT ORDER  -  FIRST     CLASS II
 MN0378
 MN0378.The horizontal coordinates were scaled from a topographic map and have
 MN0378.an estimated accuracy of +/- 6 seconds.
 MN0378
 MN0378.The orthometric height was determined by differential leveling
 MN0378.and adjusted by the National Geodetic Survey in June 1991..
 MN0378
 MN0378.The geoid height was determined by GEOID03.
 MN0378
 MN0378.The dynamic height is computed by dividing the NAVD 88
 MN0378.geopotential number by the normal gravity value computed on the
 MN0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0378.degrees latitude (g = 980.6199 gals.).
 MN0378
 MN0378.The modeled gravity was interpolated from observed gravity values.
 MN0378
 MN0378;                    North         East    Units  Estimated Accuracy
 MN0378;SPC NE       -   151,580.      252,560.      MT  (+/- 180 meters Scaled)
 MN0378
 MN0378                          SUPERSEDED SURVEY CONTROL
 MN0378
 MN0378.No superseded survey control is available for this station.
 MN0378
 MN0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF720586(NAD 83)
 MN0378_MARKER: I = METAL ROD
 MN0378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0378_SP_SET: STAINLESS STEEL ROD
 MN0378_STAMPING: N 418 1985
 MN0378_MARK LOGO: NGS   
 MN0378_PROJECTION: FLUSH
 MN0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0378_ROD/PIPE-DEPTH: 3.5  meters
 MN0378
 MN0378  HISTORY     - Date     Condition        Report By
 MN0378  HISTORY     - 1985     MONUMENTED       NGS
 MN0378
 MN0378                          STATION DESCRIPTION
 MN0378
 MN0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0378'4.4 KM (2.75 MI) NORTH FROM SIDNEY.
 MN0378'2.6 KM (1.6 MI) EAST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0378'SIDNEY, THENCE 1.9 KM (1.15 MI) NORTH ALONG US HIGHWAY 385, AT A
 MN0378'PASTURE ENTRANCE, 32.9 METERS (108 FT) EAST OF THE HIGHWAY CENTERLINE,
 MN0378'10.4 METERS (34 FT) NORTH OF A CONCRETE RIGHT OF WAY MARKER, 0.3 METER
 MN0378'(1 FT) WEST OF A FENCE, 11.3 METERS (37 FT) SOUTH OF A FENCE CORNER,
 MN0378'14.3 METERS (47 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING TO THE
 MN0378'PASTURE AND 21.0 METERS (69 FT) SOUTHEAST OF THE SOUTH END OF A
 MN0378'18-INCH PIPE CULVERT UNDER THE DIRT ROAD.  NOTE--ACCESS TO DATUM POINT
 MN0378'IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0378'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MN0378'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0316 ***********************************************************************
 MM0316  DESIGNATION -  N 422
 MM0316  PID         -  MM0316
 MM0316  STATE/COUNTY-  NE/LINCOLN
 MM0316  USGS QUAD   -  SUTHERLAND RESERVOIR NW (1971)
 MM0316
 MM0316                         *CURRENT SURVEY CONTROL
 MM0316  ___________________________________________________________________
 MM0316* NAD 83(1986)-  41 09 23.     (N)    101 08 11.     (W)     SCALED    
 MM0316* NAVD 88     -       902.040  (meters)    2959.44   (feet)  ADJUSTED  
 MM0316  ___________________________________________________________________
 MM0316  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 MM0316  DYNAMIC HT  -         901.494 (meters)    2957.65  (feet)  COMP
 MM0316  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 MM0316
 MM0316  VERT ORDER  -  FIRST     CLASS II
 MM0316
 MM0316.The horizontal coordinates were scaled from a topographic map and have
 MM0316.an estimated accuracy of +/- 6 seconds.
 MM0316
 MM0316.The orthometric height was determined by differential leveling
 MM0316.and adjusted by the National Geodetic Survey in June 1991..
 MM0316
 MM0316.The geoid height was determined by GEOID03.
 MM0316
 MM0316.The dynamic height is computed by dividing the NAVD 88
 MM0316.geopotential number by the normal gravity value computed on the
 MM0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0316.degrees latitude (g = 980.6199 gals.).
 MM0316
 MM0316.The modeled gravity was interpolated from observed gravity values.
 MM0316
 MM0316;                    North         East    Units  Estimated Accuracy
 MM0316;SPC NE       -   147,520.      404,650.      MT  (+/- 180 meters Scaled)
 MM0316
 MM0316                          SUPERSEDED SURVEY CONTROL
 MM0316
 MM0316  NGVD 29 (02/14/92)  901.644  (m)         2958.14   (f) ADJUSTED    1 2
 MM0316
 MM0316.Superseded values are not recommended for survey control.
 MM0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0316.See file dsdata.txt to determine how the superseded data were derived.
 MM0316
 MM0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL207583(NAD 83)
 MM0316_MARKER: I = METAL ROD
 MM0316_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0316_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MM0316_STAMPING: N 422 1986
 MM0316_MARK LOGO: NGS   
 MM0316_PROJECTION: FLUSH
 MM0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0316+STABILITY: POSITION/ELEVATION WELL
 MM0316_ROD/PIPE-DEPTH: 15.5 meters
 MM0316_SLEEVE-DEPTH  : 6.1 meters
 MM0316
 MM0316  HISTORY     - Date     Condition        Report By
 MM0316  HISTORY     - 1986     MONUMENTED       NGS
 MM0316
 MM0316                          STATION DESCRIPTION
 MM0316
 MM0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0316'IN SUTHERLAND.
 MM0316'IN SUTHERLAND, NEAR THE WEST EDGE OF THE CITY LIMITS AND NEAR THE
 MM0316'SOUTHWEST CORNER OF A HIGH SCHOOL TRACK AND FIELD AREA, 0.6 KM (0.4
 MM0316'MI) WEST OF STATE ROUTE 25 LEADING SOUTH, 26.8 METERS (88 FT) NORTH OF
 MM0316'THE HIGHWAY CENTERLINE, 8.5 METERS (27.9 FT) SOUTH-SOUTHWEST OF A
 MM0316'FENCE AROUND THE TRACK AND FIELD AREA, 2.7 METERS (9 FT) SOUTHWEST OF
 MM0316'THE SOUTHEAST CORNER OF A CONCRETE SLAB FOR A WATER METER AND A WATER
 MM0316'SPIGOT, 2.4 METERS (8 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 MM0316'CONCRETE SLAB, 7.3 METERS (24 FT) WEST-SOUTHWEST OF A POWER POLE WITH
 MM0316'LITES ATTACHED AND 3.5 METERS (11.5 FT) EAST OF A 2-INCH PINE TREE.
 MM0316'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0316'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0316'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0962 ***********************************************************************
 LH0962  DESIGNATION -  N 423
 LH0962  PID         -  LH0962
 LH0962  STATE/COUNTY-  NE/FURNAS
 LH0962  USGS QUAD   -  ARAPAHOE (1958)
 LH0962
 LH0962                         *CURRENT SURVEY CONTROL
 LH0962  ___________________________________________________________________
 LH0962* NAD 83(1986)-  40 16 39.     (N)    099 53 52.     (W)     SCALED    
 LH0962* NAVD 88     -       656.985  (meters)    2155.46   (feet)  ADJUSTED  
 LH0962  ___________________________________________________________________
 LH0962  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 LH0962  DYNAMIC HT  -         656.566 (meters)    2154.08  (feet)  COMP
 LH0962  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 LH0962
 LH0962  VERT ORDER  -  FIRST     CLASS II
 LH0962
 LH0962.The horizontal coordinates were scaled from a topographic map and have
 LH0962.an estimated accuracy of +/- 6 seconds.
 LH0962
 LH0962.The orthometric height was determined by differential leveling
 LH0962.and adjusted by the National Geodetic Survey in June 1991..
 LH0962
 LH0962.The geoid height was determined by GEOID03.
 LH0962
 LH0962.The dynamic height is computed by dividing the NAVD 88
 LH0962.geopotential number by the normal gravity value computed on the
 LH0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0962.degrees latitude (g = 980.6199 gals.).
 LH0962
 LH0962.The modeled gravity was interpolated from observed gravity values.
 LH0962
 LH0962;                    North         East    Units  Estimated Accuracy
 LH0962;SPC NE       -    49,320.      508,690.      MT  (+/- 180 meters Scaled)
 LH0962
 LH0962                          SUPERSEDED SURVEY CONTROL
 LH0962
 LH0962  NGVD 29 (02/14/92)  656.688  (m)         2154.48   (f) ADJUSTED    1 2
 LH0962
 LH0962.Superseded values are not recommended for survey control.
 LH0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0962.See file dsdata.txt to determine how the superseded data were derived.
 LH0962
 LH0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK236589(NAD 83)
 LH0962_MARKER: I = METAL ROD
 LH0962_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0962_SP_SET: STAINLESS STEEL ROD
 LH0962_STAMPING: N 423 1986
 LH0962_MARK LOGO: NGS   
 LH0962_PROJECTION: FLUSH
 LH0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0962_ROD/PIPE-DEPTH: 9.7  meters
 LH0962
 LH0962  HISTORY     - Date     Condition        Report By
 LH0962  HISTORY     - 1986     MONUMENTED       NGS
 LH0962
 LH0962                          STATION DESCRIPTION
 LH0962
 LH0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0962'3.1 KM (1.9 MI) SOUTH FROM ARAPAHOE.
 LH0962'3.14 KM (1.96 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0962'HIGHWAYS 6 AND 34 AT ARAPAHOE, ACROSS THE HIGHWAY FROM THE T JUNCTION
 LH0962'OF A DIRT ROAD, 0.12 KM (0.07 MI) NORTH OF MILEPOST 19, 18.4 METERS
 LH0962'(60.5 FT) WEST OF THE HIGHWAY CENTERLINE, 7.6 METERS (25 FT) SOUTH OF
 LH0962'A METER POLE WITH 3-TRANSFORMERS, 4.5 METERS (15 FT) WEST OF THE NORTH
 LH0962'END OF A 24-INCH PIPE CULVERT, 0.3 METER (1 FT) SOUTH OF A RIGHT OF
 LH0962'WAY POST AND 0.3 METER (1 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM
 LH0962'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0962'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0962'THE MARK IS 1.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0310 ***********************************************************************
 MM0310  DESIGNATION -  N 424
 MM0310  PID         -  MM0310
 MM0310  STATE/COUNTY-  NE/LINCOLN
 MM0310  USGS QUAD   -  HERSHEY EAST (1970)
 MM0310
 MM0310                         *CURRENT SURVEY CONTROL
 MM0310  ___________________________________________________________________
 MM0310* NAD 83(1986)-  41 09 44.     (N)    100 55 14.     (W)     SCALED    
 MM0310* NAVD 88     -       873.905  (meters)    2867.14   (feet)  ADJUSTED  
 MM0310  ___________________________________________________________________
 MM0310  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 MM0310  DYNAMIC HT  -         873.383 (meters)    2865.42  (feet)  COMP
 MM0310  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 MM0310
 MM0310  VERT ORDER  -  FIRST     CLASS II
 MM0310
 MM0310.The horizontal coordinates were scaled from a topographic map and have
 MM0310.an estimated accuracy of +/- 6 seconds.
 MM0310
 MM0310.The orthometric height was determined by differential leveling
 MM0310.and adjusted by the National Geodetic Survey in June 1991..
 MM0310
 MM0310.The geoid height was determined by GEOID03.
 MM0310
 MM0310.The dynamic height is computed by dividing the NAVD 88
 MM0310.geopotential number by the normal gravity value computed on the
 MM0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0310.degrees latitude (g = 980.6199 gals.).
 MM0310
 MM0310.The modeled gravity was interpolated from observed gravity values.
 MM0310
 MM0310;                    North         East    Units  Estimated Accuracy
 MM0310;SPC NE       -   147,950.      422,770.      MT  (+/- 180 meters Scaled)
 MM0310
 MM0310                          SUPERSEDED SURVEY CONTROL
 MM0310
 MM0310  NGVD 29 (02/14/92)  873.527  (m)         2865.90   (f) ADJUSTED    1 2
 MM0310
 MM0310.Superseded values are not recommended for survey control.
 MM0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0310.See file dsdata.txt to determine how the superseded data were derived.
 MM0310
 MM0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL388585(NAD 83)
 MM0310_MARKER: I = METAL ROD
 MM0310_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0310_SP_SET: STAINLESS STEEL ROD
 MM0310_STAMPING: N 424 1986
 MM0310_MARK LOGO: NGS   
 MM0310_PROJECTION: FLUSH
 MM0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0310_ROD/PIPE-DEPTH: 30.4 meters
 MM0310
 MM0310  HISTORY     - Date     Condition        Report By
 MM0310  HISTORY     - 1986     MONUMENTED       NGS
 MM0310
 MM0310                          STATION DESCRIPTION
 MM0310
 MM0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0310'6.5 KM (4.05 MI) EAST FROM HERSHEY.
 MM0310'6.52 KM (4.08 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0310'ROUTE 56 C AT HERSHEY, 12.8 METERS (42 FT) SOUTH OF THE SOUTHWEST
 MM0310'CORNER OF BRIDGE 16853 OVER A FLUME, 0.75 KM (0.47 MI) WEST OF
 MM0310'MILEPOST 169, 19.0 METERS (62.5 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MM0310'7.1 METERS (23.5 FT) WEST OF A FENCE CORNER, 3.6 METERS (12 FT) EAST
 MM0310'OF THE EAST END OF A GATE, 2.2 METERS (7.5 FT) WEST OF A CONCRETE
 MM0310'RIGHT OF WAY MARKER AND 0.3 METER (1 FT) NORTH OF A FENCE.
 MM0310'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0310'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0310'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5251 ***********************************************************************
 DG5251  DESIGNATION -  N 424 RESET
 DG5251  PID         -  DG5251
 DG5251  STATE/COUNTY-  NE/LINCOLN
 DG5251  USGS QUAD   -  HERSHEY EAST (1970)
 DG5251
 DG5251                         *CURRENT SURVEY CONTROL
 DG5251  ___________________________________________________________________
 DG5251* NAD 83(1986)-  41 09 44.     (N)    100 55 14.     (W)     SCALED    
 DG5251* NAVD 88     -       874.23   (meters)    2868.2    (feet)  RESET     
 DG5251  ___________________________________________________________________
 DG5251  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 DG5251
 DG5251  VERT ORDER  -  THIRD
 DG5251
 DG5251.The horizontal coordinates were scaled from a topographic map and have
 DG5251.an estimated accuracy of +/- 6 seconds.
 DG5251
 DG5251.The orthometric height was computed from unverified reset data.
 DG5251.No vertical observational check was made to the station.
 DG5251
 DG5251.The geoid height was determined by GEOID03.
 DG5251
 DG5251;                    North         East    Units  Estimated Accuracy
 DG5251;SPC NE       -   147,950.      422,770.      MT  (+/- 180 meters Scaled)
 DG5251
 DG5251                          SUPERSEDED SURVEY CONTROL
 DG5251
 DG5251.No superseded survey control is available for this station.
 DG5251
 DG5251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL388585(NAD 83)
 DG5251_MARKER: DV = VERTICAL CONTROL DISK
 DG5251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5251_STAMPING: N 424 RESET 2003
 DG5251_MARK LOGO: NGS   
 DG5251_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5251+STABILITY: SURFACE MOTION
 DG5251
 DG5251  HISTORY     - Date     Condition        Report By
 DG5251  HISTORY     - 2003     MONUMENTED       NEDR
 DG5251
 DG5251                          STATION DESCRIPTION
 DG5251
 DG5251'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (LB)
 DG5251'FROM HIGHWAY 30 AND STATE ROUTE 56C AT HERSHEY, GO EAST ON HIGHWAY 30
 DG5251'FOR 4.25 MILE TO BRIDGE NO 168.53 AND BM IS ON EAST SIDE OF CANAL AND
 DG5251'SOUTH OF HIGHWAY 30 78.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0984 ***********************************************************************
 LH0984  DESIGNATION -  N 425
 LH0984  PID         -  LH0984
 LH0984  STATE/COUNTY-  NE/GOSPER
 LH0984  USGS QUAD   -  JOHNSON LAKE (1983)
 LH0984
 LH0984                         *CURRENT SURVEY CONTROL
 LH0984  ___________________________________________________________________
 LH0984* NAD 83(1986)-  40 40 09.     (N)    099 49 58.     (W)     SCALED    
 LH0984* NAVD 88     -       790.588  (meters)    2593.79   (feet)  ADJUSTED  
 LH0984  ___________________________________________________________________
 LH0984  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 LH0984  DYNAMIC HT  -         790.102 (meters)    2592.19  (feet)  COMP
 LH0984  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 LH0984
 LH0984  VERT ORDER  -  FIRST     CLASS II
 LH0984
 LH0984.The horizontal coordinates were scaled from a topographic map and have
 LH0984.an estimated accuracy of +/- 6 seconds.
 LH0984
 LH0984.The orthometric height was determined by differential leveling
 LH0984.and adjusted by the National Geodetic Survey in June 1991..
 LH0984
 LH0984.The geoid height was determined by GEOID03.
 LH0984
 LH0984.The dynamic height is computed by dividing the NAVD 88
 LH0984.geopotential number by the normal gravity value computed on the
 LH0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0984.degrees latitude (g = 980.6199 gals.).
 LH0984
 LH0984.The modeled gravity was interpolated from observed gravity values.
 LH0984
 LH0984;                    North         East    Units  Estimated Accuracy
 LH0984;SPC NE       -    92,820.      514,140.      MT  (+/- 180 meters Scaled)
 LH0984
 LH0984                          SUPERSEDED SURVEY CONTROL
 LH0984
 LH0984  NGVD 29 (02/14/92)  790.295  (m)         2592.83   (f) ADJUSTED    1 2
 LH0984
 LH0984.Superseded values are not recommended for survey control.
 LH0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0984.See file dsdata.txt to determine how the superseded data were derived.
 LH0984
 LH0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML296023(NAD 83)
 LH0984_MARKER: I = METAL ROD
 LH0984_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0984_SP_SET: STAINLESS STEEL ROD
 LH0984_STAMPING: N 425 1986
 LH0984_MARK LOGO: NGS   
 LH0984_PROJECTION: FLUSH
 LH0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0984_ROD/PIPE-DEPTH: 20.7 meters
 LH0984
 LH0984  HISTORY     - Date     Condition        Report By
 LH0984  HISTORY     - 1986     MONUMENTED       NGS
 LH0984
 LH0984                          STATION DESCRIPTION
 LH0984
 LH0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0984'10.0 KM (6.2 MI) NORTH FROM ELWOOD.
 LH0984'10.06 KM (6.28 MI) NORTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0984'COURTHOUSE AT ELWOOD, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A
 LH0984'DIRT ROAD, 0.17 KM (0.1 MI) NORTH OF MILEPOST 47, 20.7 METERS (68 FT)
 LH0984'WEST OF THE HIGHWAY CENTERLINE, 12.8 METERS (42 FT) SOUTH OF THE
 LH0984'CENTER OF THE ROAD, 14.0 METER (46 FT) NORTHWEST OF THE NORTH END OF
 LH0984'THE WEST HEADWALL FOR A 36-INCH METAL PIPE CULVERT AND 3.5 METERS
 LH0984'(11.5 FT) SOUTH OF A POWER POLE WITH 4-GUY WIRES.  NOTE--ACCESS TO
 LH0984'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0984'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0984'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0355 ***********************************************************************
 LJ0355  DESIGNATION -  N 426
 LJ0355  PID         -  LJ0355
 LJ0355  STATE/COUNTY-  NE/DAWSON
 LJ0355  USGS QUAD   -  GOTHENBURG (1983)
 LJ0355
 LJ0355                         *CURRENT SURVEY CONTROL
 LJ0355  ___________________________________________________________________
 LJ0355* NAD 83(1986)-  40 56 11.     (N)    100 11 08.     (W)     SCALED    
 LJ0355* NAVD 88     -       784.300  (meters)    2573.16   (feet)  ADJUSTED  
 LJ0355  ___________________________________________________________________
 LJ0355  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 LJ0355  DYNAMIC HT  -         783.841 (meters)    2571.65  (feet)  COMP
 LJ0355  MODELED GRAV-     980,012.4   (mgal)                       NAVD 88
 LJ0355
 LJ0355  VERT ORDER  -  FIRST     CLASS II
 LJ0355
 LJ0355.The horizontal coordinates were scaled from a topographic map and have
 LJ0355.an estimated accuracy of +/- 6 seconds.
 LJ0355
 LJ0355.The orthometric height was determined by differential leveling
 LJ0355.and adjusted by the National Geodetic Survey in June 1991..
 LJ0355
 LJ0355.The geoid height was determined by GEOID03.
 LJ0355
 LJ0355.The dynamic height is computed by dividing the NAVD 88
 LJ0355.geopotential number by the normal gravity value computed on the
 LJ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0355.degrees latitude (g = 980.6199 gals.).
 LJ0355
 LJ0355.The modeled gravity was interpolated from observed gravity values.
 LJ0355
 LJ0355;                    North         East    Units  Estimated Accuracy
 LJ0355;SPC NE       -   122,490.      484,380.      MT  (+/- 180 meters Scaled)
 LJ0355
 LJ0355                          SUPERSEDED SURVEY CONTROL
 LJ0355
 LJ0355  NGVD 29 (02/14/92)  783.995  (m)         2572.16   (f) ADJUSTED    1 2
 LJ0355
 LJ0355.Superseded values are not recommended for survey control.
 LJ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0355.See file dsdata.txt to determine how the superseded data were derived.
 LJ0355
 LJ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML001323(NAD 83)
 LJ0355_MARKER: I = METAL ROD
 LJ0355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0355_SP_SET: STAINLESS STEEL ROD
 LJ0355_STAMPING: N 426 1986
 LJ0355_MARK LOGO: NGS   
 LJ0355_PROJECTION: FLUSH
 LJ0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0355_ROD/PIPE-DEPTH: 12.2 meters
 LJ0355
 LJ0355  HISTORY     - Date     Condition        Report By
 LJ0355  HISTORY     - 1986     MONUMENTED       NGS
 LJ0355
 LJ0355                          STATION DESCRIPTION
 LJ0355
 LJ0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0355'2.1 KM (1.3 MI) NW FROM GOTHENBURG.
 LJ0355'2.1 KM (1.3 MI) NORTHWEST ALONG US HGIHWAY 30 FROM THE JUNCTION OF
 LJ0355'STATE HIGHWAY 47 AT GOTHENBURG, NEAR MILEPOST 212 AND A GRAVEL ROAD
 LJ0355'LEADING SOUTHWEST, 23.5 METERS (77.1 FT) SOUTHWEST OF THE HIGHWAY
 LJ0355'CENTERLINE, 25.3 METERS (83.2 FT) NORTHEAST OF THE NORTHEAST RAIL OF
 LJ0355'THE NORTHEAST SET OF TRACKS OF THE UNION PACIFIC RAILROAD, 16.8 METERS
 LJ0355'(55 FT) WEST OF THE MILEPOST, 10.8 METERS (36 FT) SOUTHEAST OF THE
 LJ0355'CENTER OF THE ROAD AND 1.0 METER (3.3 FT) SOUTH-SOUTHEAST OF A POWER
 LJ0355'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0355'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LJ0355'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2130 ***********************************************************************
 MK2130  DESIGNATION -  N 428
 MK2130  PID         -  MK2130
 MK2130  STATE/COUNTY-  NE/DOUGLAS
 MK2130  USGS QUAD   -  RALSTON (1984)
 MK2130
 MK2130                         *CURRENT SURVEY CONTROL
 MK2130  ___________________________________________________________________
 MK2130* NAD 83(1986)-  41 13 18.     (N)    096 04 53.     (W)     SCALED    
 MK2130* NAVD 88     -       351.690  (meters)    1153.84   (feet)  ADJUSTED  
 MK2130  ___________________________________________________________________
 MK2130  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 MK2130  DYNAMIC HT  -         351.543 (meters)    1153.35  (feet)  COMP
 MK2130  MODELED GRAV-     980,194.5   (mgal)                       NAVD 88
 MK2130
 MK2130  VERT ORDER  -  FIRST     CLASS II
 MK2130
 MK2130.The horizontal coordinates were scaled from a topographic map and have
 MK2130.an estimated accuracy of +/- 6 seconds.
 MK2130
 MK2130.The orthometric height was determined by differential leveling
 MK2130.and adjusted by the National Geodetic Survey in June 1991..
 MK2130
 MK2130.The geoid height was determined by GEOID03.
 MK2130
 MK2130.The dynamic height is computed by dividing the NAVD 88
 MK2130.geopotential number by the normal gravity value computed on the
 MK2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2130.degrees latitude (g = 980.6199 gals.).
 MK2130
 MK2130.The modeled gravity was interpolated from observed gravity values.
 MK2130
 MK2130;                    North         East    Units  Estimated Accuracy
 MK2130;SPC NE       -   161,580.      828,370.      MT  (+/- 180 meters Scaled)
 MK2130
 MK2130                          SUPERSEDED SURVEY CONTROL
 MK2130
 MK2130.No superseded survey control is available for this station.
 MK2130
 MK2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL446674(NAD 83)
 MK2130_MARKER: DV = VERTICAL CONTROL DISK
 MK2130_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK2130_SP_SET: PILE CAP
 MK2130_STAMPING: N 428 1989
 MK2130_MARK LOGO: NGS   
 MK2130_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2130+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 MK2130
 MK2130  HISTORY     - Date     Condition        Report By
 MK2130  HISTORY     - 1989     MONUMENTED       NGS
 MK2130  HISTORY     - 20051025 GOOD             NEDR
 MK2130
 MK2130                          STATION DESCRIPTION
 MK2130
 MK2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2130'IN OMAHA, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND 108TH
 MK2130'STREET, NEAR THE CENTER OF THE PILE CAP OF THE FIRST PIER SOUTH OF
 MK2130'THE NORTH ABUTMENT OF THE STREET OVERPASS OF THE TRACKS, 6.8 M (22.3
 MK2130'FT) NORTH OF THE NEAR RAIL, AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 MK2130'TRACK.
 MK2130
 MK2130                          STATION RECOVERY (2005)
 MK2130
 MK2130'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MK2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1369 ***********************************************************************
 MJ1369  DESIGNATION -  N 429
 MJ1369  PID         -  MJ1369
 MJ1369  STATE/COUNTY-  NE/DOUGLAS
 MJ1369  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1369
 MJ1369                         *CURRENT SURVEY CONTROL
 MJ1369  ___________________________________________________________________
 MJ1369* NAD 83(1986)-  41 15 35.     (N)    095 57 12.     (W)     SCALED    
 MJ1369* NAVD 88     -       334.954  (meters)    1098.93   (feet)  ADJUSTED  
 MJ1369  ___________________________________________________________________
 MJ1369  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 MJ1369  DYNAMIC HT  -         334.812 (meters)    1098.46  (feet)  COMP
 MJ1369  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 MJ1369
 MJ1369  VERT ORDER  -  FIRST     CLASS II
 MJ1369
 MJ1369.The horizontal coordinates were scaled from a topographic map and have
 MJ1369.an estimated accuracy of +/- 6 seconds.
 MJ1369
 MJ1369.The orthometric height was determined by differential leveling
 MJ1369.and adjusted by the National Geodetic Survey in June 1991..
 MJ1369
 MJ1369.The geoid height was determined by GEOID03.
 MJ1369
 MJ1369.The dynamic height is computed by dividing the NAVD 88
 MJ1369.geopotential number by the normal gravity value computed on the
 MJ1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1369.degrees latitude (g = 980.6199 gals.).
 MJ1369
 MJ1369.The modeled gravity was interpolated from observed gravity values.
 MJ1369
 MJ1369;                    North         East    Units  Estimated Accuracy
 MJ1369;SPC NE       -   166,300.      838,890.      MT  (+/- 180 meters Scaled)
 MJ1369
 MJ1369                          SUPERSEDED SURVEY CONTROL
 MJ1369
 MJ1369.No superseded survey control is available for this station.
 MJ1369
 MJ1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF525717(NAD 83)
 MJ1369_MARKER: DV = VERTICAL CONTROL DISK
 MJ1369_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ1369_SP_SET: PIER
 MJ1369_STAMPING: N 429 1989
 MJ1369_MARK LOGO: NGS   
 MJ1369_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1369+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1369
 MJ1369  HISTORY     - Date     Condition        Report By
 MJ1369  HISTORY     - 1989     MONUMENTED       NGS
 MJ1369
 MJ1369                          STATION DESCRIPTION
 MJ1369
 MJ1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1369'IN OMAHA, AT THE INTERSECTION OF DODGE STREET AND INTERSTATE HIGHWAY
 MJ1369'480, SET VERTICALLY IN THE MOST SOUTHERLY 1 OF 3 COLUMNS OF THE FIRST
 MJ1369'PIER WEST OF THE EAST ABUTMENT OF THE STREET OVERPASS OF THE HIGHWAY,
 MJ1369'8.1 M (26.6 FT) EAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 MJ1369'HIGHWAY, 1.2 M (3.9 FT) ABOVE THE GROUND SURFACE, AND 0.3 M (1.0 FT)
 MJ1369'EAST OF A METAL SIGN NUMBERED 00231.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0531 ***********************************************************************
 NO0531  DESIGNATION -  N 431
 NO0531  PID         -  NO0531
 NO0531  STATE/COUNTY-  NE/CHERRY
 NO0531  USGS QUAD   -  ELL LAKE (1985)
 NO0531
 NO0531                         *CURRENT SURVEY CONTROL
 NO0531  ___________________________________________________________________
 NO0531* NAD 83(1986)-  42 39 05.     (N)    100 35 44.     (W)     SCALED    
 NO0531* NAVD 88     -       874.896  (meters)    2870.39   (feet)  ADJUSTED  
 NO0531  ___________________________________________________________________
 NO0531  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 NO0531  DYNAMIC HT  -         874.504 (meters)    2869.10  (feet)  COMP
 NO0531  MODELED GRAV-     980,143.8   (mgal)                       NAVD 88
 NO0531
 NO0531  VERT ORDER  -  FIRST     CLASS II
 NO0531
 NO0531.The horizontal coordinates were scaled from a topographic map and have
 NO0531.an estimated accuracy of +/- 6 seconds.
 NO0531
 NO0531.The orthometric height was determined by differential leveling
 NO0531.and adjusted by the National Geodetic Survey in June 1994..
 NO0531
 NO0531.The geoid height was determined by GEOID03.
 NO0531
 NO0531.The dynamic height is computed by dividing the NAVD 88
 NO0531.geopotential number by the normal gravity value computed on the
 NO0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0531.degrees latitude (g = 980.6199 gals.).
 NO0531
 NO0531.The modeled gravity was interpolated from observed gravity values.
 NO0531
 NO0531;                    North         East    Units  Estimated Accuracy
 NO0531;SPC NE       -   313,070.      451,170.      MT  (+/- 180 meters Scaled)
 NO0531
 NO0531                          SUPERSEDED SURVEY CONTROL
 NO0531
 NO0531  NGVD 29 (02/14/92)  874.593  (m)         2869.39   (f) ADJUSTED    1 2
 NO0531
 NO0531.Superseded values are not recommended for survey control.
 NO0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0531.See file dsdata.txt to determine how the superseded data were derived.
 NO0531
 NO0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN692233(NAD 83)
 NO0531_MARKER: I = METAL ROD
 NO0531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0531_SP_SET: STAINLESS STEEL ROD
 NO0531_STAMPING: N 431 1991
 NO0531_MARK LOGO: NGS   
 NO0531_PROJECTION: FLUSH
 NO0531_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0531+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0531_ROD/PIPE-DEPTH: 12.1 meters
 NO0531
 NO0531  HISTORY     - Date     Condition        Report By
 NO0531  HISTORY     - 1991     MONUMENTED       NGS
 NO0531
 NO0531                          STATION DESCRIPTION
 NO0531
 NO0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0531'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0531'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 4.9 KM (3.05 MI) WESTERLY
 NO0531'ALONG STATE HIGHWAY SPUR 16B, 31.3 M (102.7 FT) WEST OF A UTILITY
 NO0531'POLE, 15.0 M (49.2 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 NO0531'CENTERLINE, 2.6 M (8.5 FT) EAST OF A FENCE CORNER, AND 0.3 M (1.0 FT)
 NO0531'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 NO0531'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0560 ***********************************************************************
 NO0560  DESIGNATION -  N 432
 NO0560  PID         -  NO0560
 NO0560  STATE/COUNTY-  NE/CHERRY
 NO0560  USGS QUAD   -  MAYHEW LAKE (1987)
 NO0560
 NO0560                         *CURRENT SURVEY CONTROL
 NO0560  ___________________________________________________________________
 NO0560* NAD 83(1986)-  42 18 17.     (N)    101 01 34.     (W)     SCALED    
 NO0560* NAVD 88     -       977.917  (meters)    3208.38   (feet)  ADJUSTED  
 NO0560  ___________________________________________________________________
 NO0560  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 NO0560  DYNAMIC HT  -         977.433 (meters)    3206.79  (feet)  COMP
 NO0560  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 NO0560
 NO0560  VERT ORDER  -  FIRST     CLASS II
 NO0560
 NO0560.The horizontal coordinates were scaled from a topographic map and have
 NO0560.an estimated accuracy of +/- 6 seconds.
 NO0560
 NO0560.The orthometric height was determined by differential leveling
 NO0560.and adjusted by the National Geodetic Survey in June 1994..
 NO0560
 NO0560.The geoid height was determined by GEOID03.
 NO0560
 NO0560.The dynamic height is computed by dividing the NAVD 88
 NO0560.geopotential number by the normal gravity value computed on the
 NO0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0560.degrees latitude (g = 980.6199 gals.).
 NO0560
 NO0560.The modeled gravity was interpolated from observed gravity values.
 NO0560
 NO0560;                    North         East    Units  Estimated Accuracy
 NO0560;SPC NE       -   274,900.      415,420.      MT  (+/- 180 meters Scaled)
 NO0560
 NO0560                          SUPERSEDED SURVEY CONTROL
 NO0560
 NO0560  NGVD 29 (02/14/92)  977.602  (m)         3207.35   (f) ADJUSTED    1 2
 NO0560
 NO0560.Superseded values are not recommended for survey control.
 NO0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0560.See file dsdata.txt to determine how the superseded data were derived.
 NO0560
 NO0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM330855(NAD 83)
 NO0560_MARKER: I = METAL ROD
 NO0560_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0560_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0560_STAMPING: N 432 1991
 NO0560_MARK LOGO: NGS   
 NO0560_PROJECTION: FLUSH
 NO0560_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0560+STABILITY: POSITION/ELEVATION WELL
 NO0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0560+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0560_ROD/PIPE-DEPTH: 10.7 meters
 NO0560_SLEEVE-DEPTH  : 7.9 meters
 NO0560
 NO0560  HISTORY     - Date     Condition        Report By
 NO0560  HISTORY     - 1991     MONUMENTED       NGS
 NO0560
 NO0560                          STATION DESCRIPTION
 NO0560
 NO0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0560'30.2 KM (18.75 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0560'OF STATE HIGHWAY 2 IN MULLEN, 41.1 M (134.8 FT) SOUTHEAST OF THE
 NO0560'HIGHWAY CENTERLINE, 17.5 M (57.4 FT) SOUTHWEST OF THE CENTER OF THE
 NO0560'LX RANCH ENTRANCE ROAD, 8.0 M (26.2 FT) SOUTHEAST OF A FENCE CORNER,
 NO0560'1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT)
 NO0560'NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 NO0560'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0520 ***********************************************************************
 MM0520  DESIGNATION -  N 433
 MM0520  PID         -  MM0520
 MM0520  STATE/COUNTY-  NE/HOOKER
 MM0520  USGS QUAD   -  DISMAL RIVER RANCH NE (1985)
 MM0520
 MM0520                         *CURRENT SURVEY CONTROL
 MM0520  ___________________________________________________________________
 MM0520* NAD 83(1986)-  41 53 07.     (N)    101 02 47.     (W)     SCALED    
 MM0520* NAVD 88     -       990.427  (meters)    3249.43   (feet)  ADJUSTED  
 MM0520  ___________________________________________________________________
 MM0520  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 MM0520  DYNAMIC HT  -         989.896 (meters)    3247.68  (feet)  COMP
 MM0520  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 MM0520
 MM0520  VERT ORDER  -  FIRST     CLASS II
 MM0520
 MM0520.The horizontal coordinates were scaled from a topographic map and have
 MM0520.an estimated accuracy of +/- 6 seconds.
 MM0520
 MM0520.The orthometric height was determined by differential leveling
 MM0520.and adjusted by the National Geodetic Survey in June 1994..
 MM0520
 MM0520.The geoid height was determined by GEOID03.
 MM0520
 MM0520.The dynamic height is computed by dividing the NAVD 88
 MM0520.geopotential number by the normal gravity value computed on the
 MM0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0520.degrees latitude (g = 980.6199 gals.).
 MM0520
 MM0520.The modeled gravity was interpolated from observed gravity values.
 MM0520
 MM0520;                    North         East    Units  Estimated Accuracy
 MM0520;SPC NE       -   228,350.      413,180.      MT  (+/- 180 meters Scaled)
 MM0520
 MM0520                          SUPERSEDED SURVEY CONTROL
 MM0520
 MM0520  NGVD 29 (02/14/92)  990.108  (m)         3248.38   (f) ADJUSTED    1 2
 MM0520
 MM0520.Superseded values are not recommended for survey control.
 MM0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0520.See file dsdata.txt to determine how the superseded data were derived.
 MM0520
 MM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM302390(NAD 83)
 MM0520_MARKER: I = METAL ROD
 MM0520_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0520_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MM0520_STAMPING: N 433 1991
 MM0520_MARK LOGO: NGS   
 MM0520_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0520_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0520+STABILITY: POSITION/ELEVATION WELL
 MM0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0520+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0520_ROD/PIPE-DEPTH: 13.1 meters
 MM0520_SLEEVE-DEPTH  : 7.9 meters
 MM0520
 MM0520  HISTORY     - Date     Condition        Report By
 MM0520  HISTORY     - 1991     MONUMENTED       NGS
 MM0520
 MM0520                          STATION DESCRIPTION
 MM0520
 MM0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0520'17.8 KM (11.05 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0520'OF STATE HIGHWAY 2 IN MULLEN, 30.7 M (100.7 FT) WEST OF THE SOUTHWEST
 MM0520'CORNER OF A CATTLE GUARD, 20.7 M (67.9 FT) EAST OF AND LEVEL WITH THE
 MM0520'HIGHWAY CENTERLINE, 12.1 M (39.7 FT) SOUTH OF THE CENTER OF THE
 MM0520'RESTALOT RANCH ENTRANCE ROAD, 5.4 M (17.7 FT) EAST OF A FENCE CORNER,
 MM0520'AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 MM0520'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0546 ***********************************************************************
 MM0546  DESIGNATION -  N 434
 MM0546  PID         -  MM0546
 MM0546  STATE/COUNTY-  NE/LINCOLN
 MM0546  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0546
 MM0546                         *CURRENT SURVEY CONTROL
 MM0546  ___________________________________________________________________
 MM0546* NAD 83(1986)-  41 13 54.     (N)    100 47 47.     (W)     SCALED    
 MM0546* NAVD 88     -       881.197  (meters)    2891.06   (feet)  ADJUSTED  
 MM0546  ___________________________________________________________________
 MM0546  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 MM0546  DYNAMIC HT  -         880.682 (meters)    2889.37  (feet)  COMP
 MM0546  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 MM0546
 MM0546  VERT ORDER  -  FIRST     CLASS II
 MM0546
 MM0546.The horizontal coordinates were scaled from a topographic map and have
 MM0546.an estimated accuracy of +/- 6 seconds.
 MM0546
 MM0546.The orthometric height was determined by differential leveling
 MM0546.and adjusted by the National Geodetic Survey in June 1994..
 MM0546
 MM0546.The geoid height was determined by GEOID03.
 MM0546
 MM0546.The dynamic height is computed by dividing the NAVD 88
 MM0546.geopotential number by the normal gravity value computed on the
 MM0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0546.degrees latitude (g = 980.6199 gals.).
 MM0546
 MM0546.The modeled gravity was interpolated from observed gravity values.
 MM0546
 MM0546;                    North         East    Units  Estimated Accuracy
 MM0546;SPC NE       -   155,560.      433,250.      MT  (+/- 180 meters Scaled)
 MM0546
 MM0546                          SUPERSEDED SURVEY CONTROL
 MM0546
 MM0546  NGVD 29 (02/14/92)  880.844  (m)         2889.90   (f) ADJUSTED    1 2
 MM0546
 MM0546.Superseded values are not recommended for survey control.
 MM0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0546.See file dsdata.txt to determine how the superseded data were derived.
 MM0546
 MM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL494660(NAD 83)
 MM0546_MARKER: I = METAL ROD
 MM0546_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0546_SP_SET: STAINLESS STEEL ROD
 MM0546_STAMPING: N 434 1991
 MM0546_MARK LOGO: NGS   
 MM0546_PROJECTION: FLUSH
 MM0546_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0546+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0546_ROD/PIPE-DEPTH: 15.4 meters
 MM0546
 MM0546  HISTORY     - Date     Condition        Report By
 MM0546  HISTORY     - 1991     MONUMENTED       NGS
 MM0546
 MM0546                          STATION DESCRIPTION
 MM0546
 MM0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0546'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0546'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0546'5.8 KM (3.60 MI) NORTHWESTERLY ALONG STATE HIGHWAY 97, 15.3 M (50.2
 MM0546'FT) EAST OF THE HIGHWAY CENTERLINE, 7.3 M (24.0 FT) SOUTH OF THE
 MM0546'CENTER OF A FIELD ENTRANCE, 4.5 M (14.8 FT) SOUTH OF A T-FENCE
 MM0546'CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 MM0546'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 MM0546'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1448 ***********************************************************************
 LH1448  DESIGNATION -  N 435
 LH1448  PID         -  LH1448
 LH1448  STATE/COUNTY-  NE/BUFFALO
 LH1448  USGS QUAD   -  KEARNEY (1983)
 LH1448
 LH1448                         *CURRENT SURVEY CONTROL
 LH1448  ___________________________________________________________________
 LH1448* NAD 83(1986)-  40 42 35.     (N)    099 00 59.     (W)     SCALED    
 LH1448* NAVD 88     -       647.255  (meters)    2123.54   (feet)  ADJUSTED  
 LH1448  ___________________________________________________________________
 LH1448  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 LH1448  DYNAMIC HT  -         646.891 (meters)    2122.34  (feet)  COMP
 LH1448  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 LH1448
 LH1448  VERT ORDER  -  FIRST     CLASS II
 LH1448
 LH1448.The horizontal coordinates were scaled from a topographic map and have
 LH1448.an estimated accuracy of +/- 6 seconds.
 LH1448
 LH1448.The orthometric height was determined by differential leveling
 LH1448.and adjusted by the National Geodetic Survey in May 1993..
 LH1448
 LH1448.The geoid height was determined by GEOID03.
 LH1448
 LH1448.The dynamic height is computed by dividing the NAVD 88
 LH1448.geopotential number by the normal gravity value computed on the
 LH1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1448.degrees latitude (g = 980.6199 gals.).
 LH1448
 LH1448.The modeled gravity was interpolated from observed gravity values.
 LH1448
 LH1448;                    North         East    Units  Estimated Accuracy
 LH1448;SPC NE       -    97,780.      583,100.      MT  (+/- 180 meters Scaled)
 LH1448
 LH1448                          SUPERSEDED SURVEY CONTROL
 LH1448
 LH1448  NGVD 29 (02/14/92)  646.992  (m)         2122.67   (f) ADJUSTED    1 2
 LH1448
 LH1448.Superseded values are not recommended for survey control.
 LH1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1448.See file dsdata.txt to determine how the superseded data were derived.
 LH1448
 LH1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML986065(NAD 83)
 LH1448_MARKER: I = METAL ROD
 LH1448_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1448_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LH1448_STAMPING: N 435 1991
 LH1448_MARK LOGO: NGS   
 LH1448_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1448_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1448+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1448_ROD/PIPE-DEPTH: 21.8 meters
 LH1448_SLEEVE-DEPTH  : 0.9 meters
 LH1448
 LH1448  HISTORY     - Date     Condition        Report By
 LH1448  HISTORY     - 1991     MONUMENTED       NGS
 LH1448  HISTORY     - 20050308 MARK NOT FOUND   NEDR
 LH1448
 LH1448                          STATION DESCRIPTION
 LH1448
 LH1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1448'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1448'STATE HIGHWAY 44 IN KEARNEY, 52.6 M (172.6 FT) NORTHEAST OF THE
 LH1448'EXTENDED CENTER OF A ROAD LEADING TO AN AIRPORT, 21.1 M (69.2 FT)
 LH1448'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 LH1448'8.4 M (27.6 FT) NORTHWEST OF THE NEAR RAIL OF A UNION PACIFIC
 LH1448'RAILROAD SIDING, 1.9 M (6.2 FT) SOUTHWEST OF A UTILITY POLE WITH 3
 LH1448'GUY CABLES, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0
 LH1448'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 LH1448'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 LH1448'SPECIFICATIONS FOR A CLASS A MARK.
 LH1448
 LH1448                          STATION RECOVERY (2005)
 LH1448
 LH1448'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1474 ***********************************************************************
 LH1474  DESIGNATION -  N 436
 LH1474  PID         -  LH1474
 LH1474  STATE/COUNTY-  NE/ADAMS
 LH1474  USGS QUAD   -  HASTINGS WEST (1983)
 LH1474
 LH1474                         *CURRENT SURVEY CONTROL
 LH1474  ___________________________________________________________________
 LH1474* NAD 83(1986)-  40 34 50.     (N)    098 23 31.     (W)     SCALED    
 LH1474* NAVD 88     -       589.327  (meters)    1933.48   (feet)  ADJUSTED  
 LH1474  ___________________________________________________________________
 LH1474  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 LH1474  DYNAMIC HT  -         588.998 (meters)    1932.40  (feet)  COMP
 LH1474  MODELED GRAV-     980,046.5   (mgal)                       NAVD 88
 LH1474
 LH1474  VERT ORDER  -  FIRST     CLASS II
 LH1474
 LH1474.The horizontal coordinates were scaled from a topographic map and have
 LH1474.an estimated accuracy of +/- 6 seconds.
 LH1474
 LH1474.The orthometric height was determined by differential leveling
 LH1474.and adjusted by the National Geodetic Survey in May 1993..
 LH1474
 LH1474.The geoid height was determined by GEOID03.
 LH1474
 LH1474.The dynamic height is computed by dividing the NAVD 88
 LH1474.geopotential number by the normal gravity value computed on the
 LH1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1474.degrees latitude (g = 980.6199 gals.).
 LH1474
 LH1474.The modeled gravity was interpolated from observed gravity values.
 LH1474
 LH1474;                    North         East    Units  Estimated Accuracy
 LH1474;SPC NE       -    84,230.      636,110.      MT  (+/- 180 meters Scaled)
 LH1474
 LH1474                          SUPERSEDED SURVEY CONTROL
 LH1474
 LH1474.No superseded survey control is available for this station.
 LH1474
 LH1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK514923(NAD 83)
 LH1474_MARKER: DV = VERTICAL CONTROL DISK
 LH1474_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1474_SP_SET: BUILDING
 LH1474_STAMPING: N 436 1991
 LH1474_MARK LOGO: NGS   
 LH1474_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1474+STABILITY: POSITION/ELEVATION WELL
 LH1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1474+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1991
 LH1474
 LH1474  HISTORY     - Date     Condition        Report By
 LH1474  HISTORY     - 1991     MONUMENTED       NGS
 LH1474  HISTORY     - 1990     GOOD
 LH1474  HISTORY     - 19911029 GOOD             NGS
 LH1474
 LH1474                          STATION DESCRIPTION
 LH1474
 LH1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1474'IN HASTINGS, SET VERTICALLY IN THE WEST FACE OF SAINT MICHEALS SCHOOL
 LH1474'AT 324 SOUTH LINCOLN STREET, 19.5 M (64.0 FT) NORTH OF THE CENTER OF
 LH1474'WEST B STREET, 10.5 M (34.4 FT) SOUTH OF THE CENTER OF THE WEST
 LH1474'ENTRANCE TO THE BUILDING, 1.4 M (4.6 FT) NORTH OF THE SOUTHWEST
 LH1474'CORNER OF THE SCHOOL, AND 1.2 M (3.9 FT) ABOVE THE GROUND SURFACE.
 LH1474
 LH1474                          STATION RECOVERY (1990)
 LH1474
 LH1474'RECOVERED 1990
 LH1474'RECOVERED IN GOOD CONDITION.
 LH1474
 LH1474                          STATION RECOVERY (1991)
 LH1474
 LH1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1474'IN HASTINGS, SET VERTICALLY IN THE WEST FACE OF THE SAINT MICHEALS
 LH1474'SCHOOL AT 324 SOUTH LINCOLN AVENUE, 19.5 M (64.0 FT) NORTH OF THE
 LH1474'CENTER OF WEST B STREET, 10.5 M (34.4 FT) SOUTH OF THE CENTER OF THE
 LH1474'WEST ENTRANCE, 1.4 M (4.6 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 LH1474'SCHOOL, AND 1.2 M (3.9 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1257 ***********************************************************************
 LG1257  CBN         -  This is a Cooperative Base Network Control Station.
 LG1257  DESIGNATION -  N 437
 LG1257  PID         -  LG1257
 LG1257  STATE/COUNTY-  NE/CLAY
 LG1257  USGS QUAD   -  SARONVILLE (1969)
 LG1257
 LG1257                         *CURRENT SURVEY CONTROL
 LG1257  ___________________________________________________________________
 LG1257* NAD 83(1995)-  40 35 03.14271(N)    097 58 34.05711(W)     ADJUSTED  
 LG1257* NAVD 88     -       524.851  (meters)    1721.95   (feet)  ADJUSTED  
 LG1257  ___________________________________________________________________
 LG1257  X           -    -673,145.955 (meters)                     COMP
 LG1257  Y           -  -4,804,205.905 (meters)                     COMP
 LG1257  Z           -   4,127,790.289 (meters)                     COMP
 LG1257  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 LG1257  ELLIP HEIGHT-         498.86  (meters)          (07/10/01) GPS OBS
 LG1257  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LG1257  DYNAMIC HT  -         524.560 (meters)    1720.99  (feet)  COMP
 LG1257  MODELED GRAV-     980,053.7   (mgal)                       NAVD 88
 LG1257
 LG1257  HORZ ORDER  -  B
 LG1257  VERT ORDER  -  FIRST     CLASS II
 LG1257  ELLP ORDER  -  FOURTH    CLASS I
 LG1257
 LG1257.The horizontal coordinates were established by GPS observations
 LG1257.and adjusted by the National Geodetic Survey in June 1996..
 LG1257
 LG1257.The orthometric height was determined by differential leveling
 LG1257.and adjusted by the National Geodetic Survey in May 1993..
 LG1257
 LG1257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1257
 LG1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1257
 LG1257.The ellipsoidal height was determined by GPS observations
 LG1257.and is referenced to NAD 83.
 LG1257
 LG1257.The geoid height was determined by GEOID03.
 LG1257
 LG1257.The dynamic height is computed by dividing the NAVD 88
 LG1257.geopotential number by the normal gravity value computed on the
 LG1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1257.degrees latitude (g = 980.6199 gals.).
 LG1257
 LG1257.The modeled gravity was interpolated from observed gravity values.
 LG1257
 LG1257;                    North         East     Units Scale Factor Converg.
 LG1257;SPC NE       -    85,374.129   671,292.328   MT  0.99978685   +1 20 28.4
 LG1257;UTM  14      - 4,493,105.387   586,648.858   MT  0.99969241   +0 39 58.1
 LG1257
 LG1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1257!SPC NE       -   0.99992175  x   0.99978685  =   0.99970862
 LG1257!UTM  14      -   0.99992175  x   0.99969241  =   0.99961419
 LG1257
 LG1257                          SUPERSEDED SURVEY CONTROL
 LG1257
 LG1257  ELLIP H (06/25/96)  498.93   (m)                       GP(       ) 1 1
 LG1257  NAVD 88 (06/25/96)  524.85   (m)         1721.9    (f) LEVELING    3  
 LG1257
 LG1257.Superseded values are not recommended for survey control.
 LG1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1257.See file dsdata.txt to determine how the superseded data were derived.
 LG1257
 LG1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8664993105(NAD 83)
 LG1257_MARKER: I = METAL ROD
 LG1257_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1257_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1257_STAMPING: N 437
 LG1257_MARK LOGO: NGS   
 LG1257_PROJECTION: FLUSH
 LG1257_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1257+STABILITY: POSITION/ELEVATION WELL
 LG1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1257+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2003
 LG1257_ROD/PIPE-DEPTH: 16.8 meters
 LG1257_SLEEVE-DEPTH  : 7.9 meters
 LG1257
 LG1257  HISTORY     - Date     Condition        Report By
 LG1257  HISTORY     - 1991     MONUMENTED       NGS
 LG1257  HISTORY     - 19950511 GOOD             NGS
 LG1257  HISTORY     - 20000605 GOOD             NEDR
 LG1257  HISTORY     - 20030204 GOOD             DUCKS
 LG1257
 LG1257                          STATION DESCRIPTION
 LG1257
 LG1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1257'36.8 KM (22.85 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1257'OF U.S. HIGHWAY 281 IN HASTINGS, 171.0 M (561.0 FT) NORTH OF THE
 LG1257'CENTERLINE OF THE HIGHWAY, 17.1 M (56.1 FT) NORTH-NORTHEAST OF THE
 LG1257'NORTHEAST CORNER OF A BRIDGE SPANNING SCHOOL CREEK, 9.6 M (31.5 FT)
 LG1257'EAST OF THE CENTER OF THE ROAD, 8.0 M (26.2 FT) NORTH OF THE CENTER
 LG1257'OF A GATE, 2.7 M (8.9 FT) NORTHEAST OF AN UNDERGROUND CABLE JUNCTION
 LG1257'BOX, AND 1.4 M (4.6 FT) EAST OF A WITNESS POST AND FENCE.
 LG1257'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 LG1257'MARK IS ON PROPERTY OWNED BY HOWARD HAM, RURAL ROUTE 1, SHARONVILLE,
 LG1257'NE 68975, TELEPHONE NUMBER (402) 773-4846.
 LG1257
 LG1257                          STATION RECOVERY (1995)
 LG1257
 LG1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG1257'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF SUTTON,
 LG1257'1.0 MI (1.6 KM) EAST FROM THE EAST JUNCTION OF U.S. HIGHWAY 6 WITH
 LG1257'STATE HIGHWAY 14, 0.1 MI (0.2 KM) NORTH OF HIGHWAY 6, JUST NORTH OF
 LG1257'SCHOOL CREEK, IN THE SW1/4, SEC11, T7N, R6W AND ON PROPERTY OWNED BY
 LG1257'ARMIN NUSS, RR2, SUTTON, NEBRASKA, TELEPHONE 402-773-4883.  TO REACH
 LG1257'THE MARK FROM THE INTERSECTION OF SAUNDERS AVENUE WITH U.S. HIGHWAY 6
 LG1257'AT THE SOUTH SIDE OF SUTTON, GO SOUTHWEST AND WEST ON U.S. HIGHWAY 6
 LG1257'FOR 6.5 MI (10.5 KM) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH
 LG1257'FOR 0.1 MI (0.2 KM) TO A WOODEN BRIDGE OVER SCHOOL CREEK AND THE MARK
 LG1257'ON THE RIGHT.  THE MARK IS A SLEEVED STAINLESS STEEL ROD SET WITHIN A
 LG1257'5-INCH PVC PIPE WITH A LOGO CAP THAT IS FLUSH WITH THE GROUND.  IT IS
 LG1257'55.7 FT (17.0 M) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF THE
 LG1257'BRIDGE, 43.0 FT (13.1 M) NORTH OF THE NORTH BANK OF THE CREEK, 32.5 FT
 LG1257'(9.9 M) EAST FROM THE CENTERLINE OF THE ROAD, 6.7 FT (2.0 M) NORTHEAST
 LG1257'OF A LARGE, SQUARE BRACE POST OF A FENCE, 4.5 FT (1.4 M) EAST OF THE
 LG1257'FENCE AND A FIBERGLASS WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
 LG1257
 LG1257                          STATION RECOVERY (2000)
 LG1257
 LG1257'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1257'RECOVERED AS DESCRIBED.
 LG1257
 LG1257                          STATION RECOVERY (2003)
 LG1257
 LG1257'RECOVERY NOTE BY DUCKS UNLIMITED 2003
 LG1257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1308 ***********************************************************************
 LG1308  DESIGNATION -  N 438
 LG1308  PID         -  LG1308
 LG1308  STATE/COUNTY-  NE/LANCASTER
 LG1308  USGS QUAD   -  ROCA (1972)
 LG1308
 LG1308                         *CURRENT SURVEY CONTROL
 LG1308  ___________________________________________________________________
 LG1308* NAD 83(1986)-  40 39 25.     (N)    096 42 19.     (W)     SCALED    
 LG1308* NAVD 88     -       386.260  (meters)    1267.25   (feet)  ADJUSTED  
 LG1308  ___________________________________________________________________
 LG1308  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LG1308  DYNAMIC HT  -         386.090 (meters)    1266.70  (feet)  COMP
 LG1308  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 LG1308
 LG1308  VERT ORDER  -  FIRST     CLASS II
 LG1308
 LG1308.The horizontal coordinates were scaled from a topographic map and have
 LG1308.an estimated accuracy of +/- 6 seconds.
 LG1308
 LG1308.The orthometric height was determined by differential leveling
 LG1308.and adjusted by the National Geodetic Survey in May 1993..
 LG1308
 LG1308.The geoid height was determined by GEOID03.
 LG1308
 LG1308.The dynamic height is computed by dividing the NAVD 88
 LG1308.geopotential number by the normal gravity value computed on the
 LG1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1308.degrees latitude (g = 980.6199 gals.).
 LG1308
 LG1308.The modeled gravity was interpolated from observed gravity values.
 LG1308
 LG1308;                    North         East    Units  Estimated Accuracy
 LG1308;SPC NE       -    96,750.      778,500.      MT  (+/- 180 meters Scaled)
 LG1308
 LG1308                          SUPERSEDED SURVEY CONTROL
 LG1308
 LG1308.No superseded survey control is available for this station.
 LG1308
 LG1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL939032(NAD 83)
 LG1308_MARKER: I = METAL ROD
 LG1308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1308_SP_SET: STAINLESS STEEL ROD
 LG1308_STAMPING: N 438 1991
 LG1308_MARK LOGO: NGS   
 LG1308_PROJECTION: FLUSH
 LG1308_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1308+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1308_ROD/PIPE-DEPTH: 7.4  meters
 LG1308
 LG1308  HISTORY     - Date     Condition        Report By
 LG1308  HISTORY     - 1991     MONUMENTED       NGS
 LG1308
 LG1308                          STATION DESCRIPTION
 LG1308
 LG1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1308'13.8 KM (8.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH
 LG1308'STREET) FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, 27.8 M (91.2
 LG1308'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 LG1308'8.0 M (26.2 FT) NORTHEAST OF THE EAST LEG OF AN OVERHEAD HIGHWAY
 LG1308'INFORMATION SIGN, 1.1 M (3.6 FT) SOUTH OF A UTILITY POLE, 0.5 M (1.6
 LG1308'FT) NORTH OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF
 LG1308'THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LG1308'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1338 ***********************************************************************
 LG1338  DESIGNATION -  N 439
 LG1338  PID         -  LG1338
 LG1338  STATE/COUNTY-  NE/OTOE
 LG1338  USGS QUAD   -  UNADILLA (1966)
 LG1338
 LG1338                         *CURRENT SURVEY CONTROL
 LG1338  ___________________________________________________________________
 LG1338* NAD 83(1986)-  40 42 43.     (N)    096 20 56.     (W)     SCALED    
 LG1338* NAVD 88     -       362.721  (meters)    1190.03   (feet)  ADJUSTED  
 LG1338  ___________________________________________________________________
 LG1338  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 LG1338  DYNAMIC HT  -         362.560 (meters)    1189.50  (feet)  COMP
 LG1338  MODELED GRAV-     980,168.9   (mgal)                       NAVD 88
 LG1338
 LG1338  VERT ORDER  -  FIRST     CLASS II
 LG1338
 LG1338.The horizontal coordinates were scaled from a topographic map and have
 LG1338.an estimated accuracy of +/- 6 seconds.
 LG1338
 LG1338.The orthometric height was determined by differential leveling
 LG1338.and adjusted by the National Geodetic Survey in May 1993..
 LG1338
 LG1338.The geoid height was determined by GEOID03.
 LG1338
 LG1338.The dynamic height is computed by dividing the NAVD 88
 LG1338.geopotential number by the normal gravity value computed on the
 LG1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1338.degrees latitude (g = 980.6199 gals.).
 LG1338
 LG1338.The modeled gravity was interpolated from observed gravity values.
 LG1338
 LG1338;                    North         East    Units  Estimated Accuracy
 LG1338;SPC NE       -   104,060.      808,350.      MT  (+/- 180 meters Scaled)
 LG1338
 LG1338                          SUPERSEDED SURVEY CONTROL
 LG1338
 LG1338.No superseded survey control is available for this station.
 LG1338
 LG1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL239101(NAD 83)
 LG1338_MARKER: I = METAL ROD
 LG1338_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1338_SP_SET: STAINLESS STEEL ROD
 LG1338_STAMPING: N 439 1991
 LG1338_MARK LOGO: NGS   
 LG1338_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1338_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1338+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1338_ROD/PIPE-DEPTH: 9.0  meters
 LG1338
 LG1338  HISTORY     - Date     Condition        Report By
 LG1338  HISTORY     - 1991     MONUMENTED       NGS
 LG1338
 LG1338                          STATION DESCRIPTION
 LG1338
 LG1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1338'16.3 KM (10.10 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LG1338'OF STATE HIGHWAY 50 IN SYRACUSE, 90.0 M (295.3 FT) NORTH OF THE
 LG1338'CENTERLINE OF THE HIGHWAY, 8.6 M (28.2 FT) EAST OF AND LEVEL WITH THE
 LG1338'CENTER OF A GRAVELED ROAD, 1.7 M (5.6 FT) NORTH OF A UTILITY POLE,
 LG1338'AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 LG1338'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1371 ***********************************************************************
 LG1371  DESIGNATION -  N 440
 LG1371  PID         -  LG1371
 LG1371  STATE/COUNTY-  NE/LANCASTER
 LG1371  USGS QUAD   -  EMERALD (1978)
 LG1371
 LG1371                         *CURRENT SURVEY CONTROL
 LG1371  ___________________________________________________________________
 LG1371* NAD 83(1986)-  40 50 34.     (N)    096 45 15.     (W)     SCALED    
 LG1371* NAVD 88     -       355.407  (meters)    1166.03   (feet)  ADJUSTED  
 LG1371  ___________________________________________________________________
 LG1371  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 LG1371  DYNAMIC HT  -         355.245 (meters)    1165.50  (feet)  COMP
 LG1371  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 LG1371
 LG1371  VERT ORDER  -  FIRST     CLASS II
 LG1371
 LG1371.This mark is at Lincoln Municipal Airport (LNK)
 LG1371
 LG1371.The horizontal coordinates were scaled from a topographic map and have
 LG1371.an estimated accuracy of +/- 6 seconds.
 LG1371
 LG1371.The orthometric height was determined by differential leveling
 LG1371.and adjusted by the National Geodetic Survey in May 1993..
 LG1371
 LG1371.The geoid height was determined by GEOID03.
 LG1371
 LG1371.The dynamic height is computed by dividing the NAVD 88
 LG1371.geopotential number by the normal gravity value computed on the
 LG1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1371.degrees latitude (g = 980.6199 gals.).
 LG1371
 LG1371.The modeled gravity was interpolated from observed gravity values.
 LG1371
 LG1371;                    North         East    Units  Estimated Accuracy
 LG1371;SPC NE       -   117,210.      773,600.      MT  (+/- 180 meters Scaled)
 LG1371
 LG1371                          SUPERSEDED SURVEY CONTROL
 LG1371
 LG1371.No superseded survey control is available for this station.
 LG1371
 LG1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL893237(NAD 83)
 LG1371_MARKER: I = METAL ROD
 LG1371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1371_SP_SET: STAINLESS STEEL ROD
 LG1371_STAMPING: N 440 1992
 LG1371_MARK LOGO: NGS   
 LG1371_PROJECTION: FLUSH
 LG1371_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1371+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1371_ROD/PIPE-DEPTH: 20.7 meters
 LG1371
 LG1371  HISTORY     - Date     Condition        Report By
 LG1371  HISTORY     - 1992     MONUMENTED       NGS
 LG1371  HISTORY     - 20020611 POOR             INDIV
 LG1371
 LG1371                          STATION DESCRIPTION
 LG1371
 LG1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1371'IN LINCOLN, AT THE INTERSECTION OF WEST ADAMS STREET AND THE ENTRANCE
 LG1371'ROAD TO THE NEBRASKA AIR NATIONAL GUARD, AT THE LINCOLN MUNICIPAL
 LG1371'AIRPORT, 70.3 M (230.6 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LG1371'WESTBOUND LANES OF THE STREET, 11.5 M (37.7 FT) SOUTH OF AND LEVEL
 LG1371'WITH THE CENTER OF A PAVED ROAD, 7.4 M (24.3 FT) WEST OF THE CENTER
 LG1371'OF THE ENTRANCE ROAD, 1.1 M (3.6 FT) SOUTH OF THE WEST CORNER OF A
 LG1371'SIGN BASE (AIR NATIONAL GUARD), AND 0.6 M (2.0 FT) NORTH OF A WITNESS
 LG1371'POST AND CHAIN-LINK FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 LG1371'THROUGH A 5-INCH LOGO CAP.
 LG1371
 LG1371                          STATION RECOVERY (2002)
 LG1371
 LG1371'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FBS)
 LG1371'THE LEVEL LOOP BETWEEN LG1369 (H 440) AND  LG1370 (M 440) HAVE A
 LG1371'DIFFERENCE OF ONE-HUNDRETH OF A FOOT. THE LEVEL LOOP RAN THROUGH
 LG1371'LG1371 (N 440) AND THE ELEVATION IS LOWER THAN PUBLISHED. THE CURRENT
 LG1371'ELEVATION IS 1165.42 AND NOT THE 1166.03 AS PUBLISHED. THIS MONUMENT
 LG1371'NEEDS TO BE VERFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0586 ***********************************************************************
 NO0586  DESIGNATION -  N 441
 NO0586  PID         -  NO0586
 NO0586  STATE/COUNTY-  NE/CHERRY
 NO0586  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0586
 NO0586                         *CURRENT SURVEY CONTROL
 NO0586  ___________________________________________________________________
 NO0586* NAD 83(1986)-  42 56 27.     (N)    100 34 25.     (W)     SCALED    
 NO0586* NAVD 88     -       838.492  (meters)    2750.95   (feet)  ADJUSTED  
 NO0586  ___________________________________________________________________
 NO0586  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 NO0586  DYNAMIC HT  -         838.160 (meters)    2749.86  (feet)  COMP
 NO0586  MODELED GRAV-     980,196.2   (mgal)                       NAVD 88
 NO0586
 NO0586  VERT ORDER  -  FIRST     CLASS II
 NO0586
 NO0586.The horizontal coordinates were scaled from a topographic map and have
 NO0586.an estimated accuracy of +/- 6 seconds.
 NO0586
 NO0586.The orthometric height was determined by differential leveling
 NO0586.and adjusted by the National Geodetic Survey in June 1994..
 NO0586
 NO0586.The geoid height was determined by GEOID03.
 NO0586
 NO0586.The dynamic height is computed by dividing the NAVD 88
 NO0586.geopotential number by the normal gravity value computed on the
 NO0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0586.degrees latitude (g = 980.6199 gals.).
 NO0586
 NO0586.The modeled gravity was interpolated from observed gravity values.
 NO0586
 NO0586;                    North         East    Units  Estimated Accuracy
 NO0586;SPC NE       -   345,200.      453,180.      MT  (+/- 180 meters Scaled)
 NO0586
 NO0586                          SUPERSEDED SURVEY CONTROL
 NO0586
 NO0586.No superseded survey control is available for this station.
 NO0586
 NO0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN716554(NAD 83)
 NO0586_MARKER: I = METAL ROD
 NO0586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0586_SP_SET: STAINLESS STEEL ROD
 NO0586_STAMPING: N 441 1992
 NO0586_MARK LOGO: NGS   
 NO0586_PROJECTION: FLUSH
 NO0586_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0586+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NO0586_ROD/PIPE-DEPTH: 6.7  meters
 NO0586
 NO0586  HISTORY     - Date     Condition        Report By
 NO0586  HISTORY     - 1992     MONUMENTED       NGS
 NO0586
 NO0586                          STATION DESCRIPTION
 NO0586
 NO0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0586'7.3 KM (4.55 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0586'IN VALENTINE, 25.8 M (84.6 FT) WEST OF AND LEVEL WITH THE CENTERLINE
 NO0586'OF THE HIGHWAY, 10.5 M (34.4 FT) SOUTH OF THE CENTER OF A GRAVELED
 NO0586'ROAD, 1.1 M (3.6 FT) SOUTH OF A FENCE CORNER, 0.7 M (2.3 FT) NORTH OF
 NO0586'A RIGHT-OF-WAY MARKER, 0.6 M (2.0 FT) EAST OF A WITNESS POST AND
 NO0586'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3460 ***********************************************************************
 AI3460  DESIGNATION -  N 442
 AI3460  PID         -  AI3460
 AI3460  STATE/COUNTY-  NE/RED WILLOW
 AI3460  USGS QUAD   -  MC COOK WEST (1983)
 AI3460
 AI3460                         *CURRENT SURVEY CONTROL
 AI3460  ___________________________________________________________________
 AI3460* NAD 83(1986)-  40 09 49.     (N)    100 39 02.     (W)     SCALED    
 AI3460* NAVD 88     -       764.274  (meters)    2507.46   (feet)  ADJUSTED  
 AI3460  ___________________________________________________________________
 AI3460  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AI3460  DYNAMIC HT  -         763.759 (meters)    2505.77  (feet)  COMP
 AI3460  MODELED GRAV-     979,927.3   (mgal)                       NAVD 88
 AI3460
 AI3460  VERT ORDER  -  SECOND    CLASS I
 AI3460
 AI3460.The horizontal coordinates were scaled from a topographic map and have
 AI3460.an estimated accuracy of +/- 6 seconds.
 AI3460
 AI3460.The orthometric height was determined by differential leveling
 AI3460.and adjusted by the National Geodetic Survey in July 2002..
 AI3460.No vertical observational check was made to the station.
 AI3460
 AI3460.The geoid height was determined by GEOID03.
 AI3460
 AI3460.The dynamic height is computed by dividing the NAVD 88
 AI3460.geopotential number by the normal gravity value computed on the
 AI3460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3460.degrees latitude (g = 980.6199 gals.).
 AI3460
 AI3460.The modeled gravity was interpolated from observed gravity values.
 AI3460
 AI3460;                    North         East    Units  Estimated Accuracy
 AI3460;SPC NE       -    36,880.      444,580.      MT  (+/- 180 meters Scaled)
 AI3460
 AI3460                          SUPERSEDED SURVEY CONTROL
 AI3460
 AI3460.No superseded survey control is available for this station.
 AI3460
 AI3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK594472(NAD 83)
 AI3460_MARKER: F = FLANGE-ENCASED ROD
 AI3460_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI3460_STAMPING: N 442 1999
 AI3460_MARK LOGO: NGS   
 AI3460_PROJECTION: FLUSH
 AI3460_MAGNETIC: I = MARKER IS A STEEL ROD
 AI3460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3460+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3460_ROD/PIPE-DEPTH: 18.9 meters
 AI3460_SLEEVE-DEPTH  : 0.9 meters
 AI3460
 AI3460  HISTORY     - Date     Condition        Report By
 AI3460  HISTORY     - 1999     MONUMENTED       NGS
 AI3460
 AI3460                          STATION DESCRIPTION
 AI3460
 AI3460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3460'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3460'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.3 WESTERLY ALONG A PAVED
 AI3460'ROAD, THENCE 3.7 KM (2.30 MI) SOUTHERLY ALONG A PAVED ROAD, 73.1 M
 AI3460'(239.8 FT) WEST OF THE ROAD CENTER, 9.3 M (30.5 FT) NORTH OF THE
 AI3460'CENTER OF A GRAVELED ROAD, 7.3 M (24.0 FT) EAST OF UTILITY POLE NUMBER
 AI3460'015729, 1.6 M (5.2 FT) SOUTH OF UTILITY POLE NUMBER 015729, 0.8 M (2.6
 AI3460'FT) ABOVE THE LEVEL OF THE ROAD, 0.8 M (2.6 FT) SOUTHEAST OF THE
 AI3460'SOUTHWEST CORNER OF A FENCE ENCLOSING A SCHOOL, AND 0.3 M (1.0 FT)
 AI3460'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AI3460'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AI3460'SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON COUNTY ROAD
 AI3460'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0521 ***********************************************************************
 LH0521  DESIGNATION -  N 5
 LH0521  PID         -  LH0521
 LH0521  STATE/COUNTY-  NE/BUFFALO
 LH0521  USGS QUAD   -  KEARNEY (1983)
 LH0521
 LH0521                         *CURRENT SURVEY CONTROL
 LH0521  ___________________________________________________________________
 LH0521* NAD 83(1986)-  40 41 38.     (N)    099 05 40.     (W)     SCALED    
 LH0521* NAVD 88     -       656.853  (meters)    2155.03   (feet)  ADJUSTED  
 LH0521  ___________________________________________________________________
 LH0521  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 LH0521  DYNAMIC HT  -         656.480 (meters)    2153.80  (feet)  COMP
 LH0521  MODELED GRAV-     980,036.2   (mgal)                       NAVD 88
 LH0521
 LH0521  VERT ORDER  -  FIRST     CLASS II
 LH0521
 LH0521.The horizontal coordinates were scaled from a topographic map and have
 LH0521.an estimated accuracy of +/- 6 seconds.
 LH0521
 LH0521.The orthometric height was determined by differential leveling
 LH0521.and adjusted by the National Geodetic Survey in June 1991..
 LH0521
 LH0521.The geoid height was determined by GEOID03.
 LH0521
 LH0521.The dynamic height is computed by dividing the NAVD 88
 LH0521.geopotential number by the normal gravity value computed on the
 LH0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0521.degrees latitude (g = 980.6199 gals.).
 LH0521
 LH0521.The modeled gravity was interpolated from observed gravity values.
 LH0521
 LH0521;                    North         East    Units  Estimated Accuracy
 LH0521;SPC NE       -    95,950.      576,520.      MT  (+/- 180 meters Scaled)
 LH0521
 LH0521                          SUPERSEDED SURVEY CONTROL
 LH0521
 LH0521  NGVD 29 (??/??/92)  656.594  (m)         2154.18   (f) ADJ UNCH    1 2
 LH0521
 LH0521.Superseded values are not recommended for survey control.
 LH0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0521.See file dsdata.txt to determine how the superseded data were derived.
 LH0521
 LH0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML920047(NAD 83)
 LH0521_MARKER: DB = BENCH MARK DISK
 LH0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0521_STAMPING: 2154.175 N 5 1933
 LH0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0521+STABILITY: SURFACE MOTION
 LH0521
 LH0521  HISTORY     - Date     Condition        Report By
 LH0521  HISTORY     - 1933     MONUMENTED       CGS
 LH0521  HISTORY     - 1941     GOOD             NGS
 LH0521  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0521
 LH0521                          STATION DESCRIPTION
 LH0521
 LH0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0521'0.7 MI W FROM KEARNEY.
 LH0521'0.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0521'AT KEARNEY, BUFFALO COUNTY, ABOUT 1,684 FEET EAST OF MILEPOST
 LH0521'190, AT THE NINTH AVENUE CROSSING, 33.7 FEET NORTH OF RAILROAD
 LH0521'STRUCTURE MARKER 189.68, 71 FEET SOUTH OF THE CENTER LINE OF A
 LH0521'GRAVEL ROAD PARALLELING THE TRACK, 42.4 FEET NORTH OF THE
 LH0521'NORTH RAIL OF THE NORTH MAIN TRACK, AND 38 FEET WEST OF THE
 LH0521'CENTER LINE OF NINTH AVENUE.  A STANDARD DISK, STAMPED 2154.175
 LH0521'N 5 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LH0521'3 INCHES ABOVE GROUND.
 LH0521
 LH0521                          STATION RECOVERY (1941)
 LH0521
 LH0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LH0521'RECOVERED IN GOOD CONDITION.
 LH0521
 LH0521                          STATION RECOVERY (1991)
 LH0521
 LH0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0521'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0114 ***********************************************************************
 MN0114  DESIGNATION -  N 51
 MN0114  PID         -  MN0114
 MN0114  STATE/COUNTY-  NE/MORRILL
 MN0114  USGS QUAD   -  BROADWATER (1965)
 MN0114
 MN0114                         *CURRENT SURVEY CONTROL
 MN0114  ___________________________________________________________________
 MN0114* NAD 83(1986)-  41 35 59.     (N)    102 52 12.     (W)     SCALED    
 MN0114* NAVD 88     -      1097.027  (meters)    3599.16   (feet)  ADJUSTED  
 MN0114  ___________________________________________________________________
 MN0114  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 MN0114  DYNAMIC HT  -        1096.340 (meters)    3596.91  (feet)  COMP
 MN0114  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 MN0114
 MN0114  VERT ORDER  -  SECOND    CLASS 0
 MN0114
 MN0114.The horizontal coordinates were scaled from a topographic map and have
 MN0114.an estimated accuracy of +/- 6 seconds.
 MN0114
 MN0114.The orthometric height was determined by differential leveling
 MN0114.and adjusted by the National Geodetic Survey in June 1991..
 MN0114
 MN0114.The geoid height was determined by GEOID03.
 MN0114
 MN0114.The dynamic height is computed by dividing the NAVD 88
 MN0114.geopotential number by the normal gravity value computed on the
 MN0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0114.degrees latitude (g = 980.6199 gals.).
 MN0114
 MN0114.The modeled gravity was interpolated from observed gravity values.
 MN0114
 MN0114;                    North         East    Units  Estimated Accuracy
 MN0114;SPC NE       -   200,080.      260,860.      MT  (+/- 180 meters Scaled)
 MN0114
 MN0114                          SUPERSEDED SURVEY CONTROL
 MN0114
 MN0114  NGVD 29 (??/??/92) 1096.482  (m)         3597.37   (f) ADJ UNCH    2 0
 MN0114
 MN0114.Superseded values are not recommended for survey control.
 MN0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0114.See file dsdata.txt to determine how the superseded data were derived.
 MN0114
 MN0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG775075(NAD 83)
 MN0114_MARKER: DB = BENCH MARK DISK
 MN0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0114_STAMPING: N 51 1934
 MN0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0114+STABILITY: SURFACE MOTION
 MN0114
 MN0114  HISTORY     - Date     Condition        Report By
 MN0114  HISTORY     - 1934     MONUMENTED       CGS
 MN0114  HISTORY     - 1942     GOOD             NGS
 MN0114
 MN0114                          STATION DESCRIPTION
 MN0114
 MN0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0114'0.8 MI W FROM BROADWATER.
 MN0114'ABOUT 0.8 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0114'STATION AT BROADWATER, MORRILL COUNTY, ABOUT 1/4 MILE WEST OF
 MN0114'MILEPOST 101, 161 FEET SOUTH OF THE CENTER LINE OF A ROAD
 MN0114'PARALLELING THE TRACK, 118 FEET WEST OF THE CENTER LINE OF A
 MN0114'ROAD CROSSING THE TRACK, 41 FEET SOUTH OF THE SOUTH RAIL, AND
 MN0114'10 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED N 51 1934
 MN0114'AND SET IN THE TOP OF A CONCRETE POST.
 MN0114
 MN0114                          STATION RECOVERY (1942)
 MN0114
 MN0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MN0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5259 ***********************************************************************
 DG5259  DESIGNATION -  N 51 RESET
 DG5259  PID         -  DG5259
 DG5259  STATE/COUNTY-  NE/MORRILL
 DG5259  USGS QUAD   -  BROADWATER (1965)
 DG5259
 DG5259                         *CURRENT SURVEY CONTROL
 DG5259  ___________________________________________________________________
 DG5259* NAD 83(1986)-  41 35 59.     (N)    102 52 12.     (W)     SCALED    
 DG5259* NAVD 88     -      1100.37   (meters)    3610.1    (feet)  RESET     
 DG5259  ___________________________________________________________________
 DG5259  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 DG5259
 DG5259  VERT ORDER  -  THIRD
 DG5259
 DG5259.The horizontal coordinates were scaled from a topographic map and have
 DG5259.an estimated accuracy of +/- 6 seconds.
 DG5259
 DG5259.The orthometric height was computed from unverified reset data.
 DG5259.No vertical observational check was made to the station.
 DG5259
 DG5259.The geoid height was determined by GEOID03.
 DG5259
 DG5259;                    North         East    Units  Estimated Accuracy
 DG5259;SPC NE       -   200,080.      260,860.      MT  (+/- 180 meters Scaled)
 DG5259
 DG5259                          SUPERSEDED SURVEY CONTROL
 DG5259
 DG5259.No superseded survey control is available for this station.
 DG5259
 DG5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG775075(NAD 83)
 DG5259_MARKER: DV = VERTICAL CONTROL DISK
 DG5259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5259_STAMPING: N 51 RESET 2002
 DG5259_MARK LOGO: NGS   
 DG5259_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5259+STABILITY: SURFACE MOTION
 DG5259
 DG5259  HISTORY     - Date     Condition        Report By
 DG5259  HISTORY     - 2002     MONUMENTED       NEDR
 DG5259
 DG5259                          STATION DESCRIPTION
 DG5259
 DG5259'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2002 (LB)
 DG5259'FROM THE INTERSECTION OF HWY 26 AND MAIN STREET IN BROADWATER, GO
 DG5259'WESTERLY ON HWY 26 APPROXIMATELY 0.93 MILE TO BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0064 ***********************************************************************
 MN0064  DESIGNATION -  N 52
 MN0064  PID         -  MN0064
 MN0064  STATE/COUNTY-  NE/GARDEN
 MN0064  USGS QUAD   -  RUTHTON (1971)
 MN0064
 MN0064                         *CURRENT SURVEY CONTROL
 MN0064  ___________________________________________________________________
 MN0064* NAD 83(1986)-  41 19 11.     (N)    102 06 31.     (W)     SCALED    
 MN0064* NAVD 88     -      1008.126  (meters)    3307.49   (feet)  ADJUSTED  
 MN0064  ___________________________________________________________________
 MN0064  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 MN0064  DYNAMIC HT  -        1007.502 (meters)    3305.45  (feet)  COMP
 MN0064  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 MN0064
 MN0064  VERT ORDER  -  SECOND    CLASS 0
 MN0064
 MN0064.The horizontal coordinates were scaled from a topographic map and have
 MN0064.an estimated accuracy of +/- 6 seconds.
 MN0064
 MN0064.The orthometric height was determined by differential leveling
 MN0064.and adjusted by the National Geodetic Survey in June 1991..
 MN0064
 MN0064.The geoid height was determined by GEOID03.
 MN0064
 MN0064.The dynamic height is computed by dividing the NAVD 88
 MN0064.geopotential number by the normal gravity value computed on the
 MN0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0064.degrees latitude (g = 980.6199 gals.).
 MN0064
 MN0064.The modeled gravity was interpolated from observed gravity values.
 MN0064
 MN0064;                    North         East    Units  Estimated Accuracy
 MN0064;SPC NE       -   167,180.      323,530.      MT  (+/- 180 meters Scaled)
 MN0064
 MN0064                          SUPERSEDED SURVEY CONTROL
 MN0064
 MN0064  NGVD 29 (??/??/92) 1007.651  (m)         3305.93   (f) ADJ UNCH    2 0
 MN0064
 MN0064.Superseded values are not recommended for survey control.
 MN0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0064.See file dsdata.txt to determine how the superseded data were derived.
 MN0064
 MN0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF420782(NAD 83)
 MN0064_MARKER: DB = BENCH MARK DISK
 MN0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0064_STAMPING: N 52 1934
 MN0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0064+STABILITY: SURFACE MOTION
 MN0064
 MN0064  HISTORY     - Date     Condition        Report By
 MN0064  HISTORY     - 1934     MONUMENTED       CGS
 MN0064  HISTORY     - 1942     GOOD             NGS
 MN0064
 MN0064                          STATION DESCRIPTION
 MN0064
 MN0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0064'2.2 MI E FROM LEWELLEN.
 MN0064'ABOUT 2.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0064'STATION AT LEWELLEN, GARDEN COUNTY, ABOUT 0.1 MILE WEST OF
 MN0064'MILEPOST 57, AT CORMICK, AT THE SUGAR BEET DUMP STATION, 96
 MN0064'FEET SOUTHEAST OF THE CENTER OF THE UNLOADING PIT, 41 FEET SOUTH
 MN0064'OF THE SOUTH RAIL OF THE MAIN TRACK, AND 42 FEET NORTH OF THE
 MN0064'CENTER LINE OF U.S. HIGHWAY 26.  A STANDARD DISK, STAMPED N 52 1934
 MN0064'AND SET IN THE TOP OF A CONCRETE POST.
 MN0064
 MN0064                          STATION RECOVERY (1942)
 MN0064
 MN0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MN0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0046 ***********************************************************************
 MN0046  DESIGNATION -  N 53
 MN0046  PID         -  MN0046
 MN0046  STATE/COUNTY-  NE/GARDEN
 MN0046  USGS QUAD   -  BARN BUTTE (1971)
 MN0046
 MN0046                         *CURRENT SURVEY CONTROL
 MN0046  ___________________________________________________________________
 MN0046* NAD 83(1986)-  41 21 09.     (N)    102 20 45.     (W)     SCALED    
 MN0046* NAVD 88     -      1069.473  (meters)    3508.76   (feet)  ADJUSTED  
 MN0046  ___________________________________________________________________
 MN0046  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 MN0046  DYNAMIC HT  -        1068.804 (meters)    3506.57  (feet)  COMP
 MN0046  MODELED GRAV-     979,960.7   (mgal)                       NAVD 88
 MN0046
 MN0046  VERT ORDER  -  SECOND    CLASS 0
 MN0046
 MN0046.The horizontal coordinates were scaled from a topographic map and have
 MN0046.an estimated accuracy of +/- 6 seconds.
 MN0046
 MN0046.The orthometric height was determined by differential leveling
 MN0046.and adjusted by the National Geodetic Survey in June 1991..
 MN0046
 MN0046.The geoid height was determined by GEOID03.
 MN0046
 MN0046.The dynamic height is computed by dividing the NAVD 88
 MN0046.geopotential number by the normal gravity value computed on the
 MN0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0046.degrees latitude (g = 980.6199 gals.).
 MN0046
 MN0046.The modeled gravity was interpolated from observed gravity values.
 MN0046
 MN0046;                    North         East    Units  Estimated Accuracy
 MN0046;SPC NE       -   171,330.      303,780.      MT  (+/- 180 meters Scaled)
 MN0046
 MN0046                          SUPERSEDED SURVEY CONTROL
 MN0046
 MN0046  NGVD 29 (??/??/92) 1068.973  (m)         3507.12   (f) ADJ UNCH    2 0
 MN0046
 MN0046.Superseded values are not recommended for survey control.
 MN0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0046.See file dsdata.txt to determine how the superseded data were derived.
 MN0046
 MN0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF220812(NAD 83)
 MN0046_MARKER: DB = BENCH MARK DISK
 MN0046_SETTING: 0 = UNSPECIFIED SETTING
 MN0046_STAMPING: N 53 1934
 MN0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0046
 MN0046  HISTORY     - Date     Condition        Report By
 MN0046  HISTORY     - 1934     MONUMENTED       CGS
 MN0046  HISTORY     - 1964     GOOD             NGS
 MN0046
 MN0046                          STATION DESCRIPTION
 MN0046
 MN0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MN0046'4 MI S FROM OSHKAOK.
 MN0046'TO REACH THIS BENCH MARK FROM THE PLATTE RIVER BRIDGE WHICH IS
 MN0046'ABOUT 2 MILES SOUTH OF THE COURTHOUSE IN OSHKOSK, GO SOUTH ON
 MN0046'STATE HIGHWAY 27 FOR 1.2 MILES TO A GRAVEL ROAD RIGHT WHERE NEW
 MN0046'STATE HIGHWAY 27 CURVES TO THE LEFT OR EAST.  CONTINUE SOUTH ON
 MN0046'GRAVEL ROAD FOR 0.1 MILE TO WHERE GRAVEL ROAD TURNS SHARP RIGHT
 MN0046'AND A GATE STRAIGHT AHEAD.  PASS THRU GATE AND FOLLOW OLD ABANDONED
 MN0046'HIGHWAY UP THRU THE HILLS FOR 0.7 MILE TO THE MARK ON THE RIGHT AS
 MN0046'DESCRIBED.  NOTE-- IT IS LOCATED ALONG AN OLD STRETCH OF HIGHWAY
 MN0046'27 WHICH HAS BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0290 ***********************************************************************
 MN0290  DESIGNATION -  N 54
 MN0290  PID         -  MN0290
 MN0290  STATE/COUNTY-  NE/BANNER
 MN0290  USGS QUAD   -  HARRISBURG (1979)
 MN0290
 MN0290                         *CURRENT SURVEY CONTROL
 MN0290  ___________________________________________________________________
 MN0290* NAD 83(1986)-  41 34 04.     (N)    103 42 34.     (W)     SCALED    
 MN0290* NAVD 88     -      1365.305  (meters)    4479.34   (feet)  ADJUSTED  
 MN0290  ___________________________________________________________________
 MN0290  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 MN0290  DYNAMIC HT  -        1364.317 (meters)    4476.10  (feet)  COMP
 MN0290  MODELED GRAV-     979,852.5   (mgal)                       NAVD 88
 MN0290
 MN0290  VERT ORDER  -  SECOND    CLASS 0
 MN0290
 MN0290.The horizontal coordinates were scaled from a topographic map and have
 MN0290.an estimated accuracy of +/- 6 seconds.
 MN0290
 MN0290.The orthometric height was determined by differential leveling
 MN0290.and adjusted by the National Geodetic Survey in June 1991..
 MN0290
 MN0290.The geoid height was determined by GEOID03.
 MN0290
 MN0290.The dynamic height is computed by dividing the NAVD 88
 MN0290.geopotential number by the normal gravity value computed on the
 MN0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0290.degrees latitude (g = 980.6199 gals.).
 MN0290
 MN0290.The modeled gravity was interpolated from observed gravity values.
 MN0290
 MN0290;                    North         East    Units  Estimated Accuracy
 MN0290;SPC NE       -   199,200.      190,800.      MT  (+/- 180 meters Scaled)
 MN0290
 MN0290                          SUPERSEDED SURVEY CONTROL
 MN0290
 MN0290  NGVD 29 (??/??/92) 1364.598  (m)         4477.02   (f) ADJ UNCH    2 0
 MN0290
 MN0290.Superseded values are not recommended for survey control.
 MN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0290.See file dsdata.txt to determine how the superseded data were derived.
 MN0290
 MN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG076025(NAD 83)
 MN0290_MARKER: DB = BENCH MARK DISK
 MN0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0290_STAMPING: N-54-1934
 MN0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0290+STABILITY: SURFACE MOTION
 MN0290
 MN0290  HISTORY     - Date     Condition        Report By
 MN0290  HISTORY     - 1934     MONUMENTED       CGS
 MN0290  HISTORY     - 1974     MARK NOT FOUND   USGS
 MN0290
 MN0290                          STATION DESCRIPTION
 MN0290
 MN0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0290'2.2 MI NE FROM HARRISBURG.
 MN0290'2.2 MILES NORTHEAST OF COURTHOUSE BY HIGHWAY.  ALONG STATE
 MN0290'HIGHWAY NO. 29 BETWEEN GERING, NEBRASKA AND KIMBALL, NEBRASKA,
 MN0290'34 FEET SOUTH OF CENTERLINE OF HIGHWAY, 1 FOOT SOUTH OF RIGHT
 MN0290'OF WAY FENCE, AT FOOT OF HILL ABOUT 500 FEET NORTH OF KNOLL
 MN0290'IN FIELD.
 MN0290
 MN0290                          STATION RECOVERY (1974)
 MN0290
 MN0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0192 ***********************************************************************
 MN0192  DESIGNATION -  N 55
 MN0192  PID         -  MN0192
 MN0192  STATE/COUNTY-  NE/MORRILL
 MN0192  USGS QUAD   -  REDINGTON (1979)
 MN0192
 MN0192                         *CURRENT SURVEY CONTROL
 MN0192  ___________________________________________________________________
 MN0192* NAD 83(1986)-  41 35 04.     (N)    103 19 48.     (W)     SCALED    
 MN0192* NAVD 88     -      1192.432  (meters)    3912.17   (feet)  ADJUSTED  
 MN0192  ___________________________________________________________________
 MN0192  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 MN0192  DYNAMIC HT  -        1191.642 (meters)    3909.58  (feet)  COMP
 MN0192  MODELED GRAV-     979,920.0   (mgal)                       NAVD 88
 MN0192
 MN0192  VERT ORDER  -  SECOND    CLASS 0
 MN0192
 MN0192.The horizontal coordinates were scaled from a topographic map and have
 MN0192.an estimated accuracy of +/- 6 seconds.
 MN0192
 MN0192.The orthometric height was determined by differential leveling
 MN0192.and adjusted by the National Geodetic Survey in June 1991..
 MN0192
 MN0192.The geoid height was determined by GEOID03.
 MN0192
 MN0192.The dynamic height is computed by dividing the NAVD 88
 MN0192.geopotential number by the normal gravity value computed on the
 MN0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0192.degrees latitude (g = 980.6199 gals.).
 MN0192
 MN0192.The modeled gravity was interpolated from observed gravity values.
 MN0192
 MN0192;                    North         East    Units  Estimated Accuracy
 MN0192;SPC NE       -   199,760.      222,480.      MT  (+/- 180 meters Scaled)
 MN0192
 MN0192                          SUPERSEDED SURVEY CONTROL
 MN0192
 MN0192  NGVD 29 (??/??/92) 1191.825  (m)         3910.18   (f) ADJ UNCH    2 0
 MN0192
 MN0192.Superseded values are not recommended for survey control.
 MN0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0192.See file dsdata.txt to determine how the superseded data were derived.
 MN0192
 MN0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG392049(NAD 83)
 MN0192_MARKER: DB = BENCH MARK DISK
 MN0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0192_STAMPING: N 55 1934
 MN0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0192+STABILITY: SURFACE MOTION
 MN0192
 MN0192  HISTORY     - Date     Condition        Report By
 MN0192  HISTORY     - 1934     MONUMENTED       CGS
 MN0192  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0192
 MN0192                          STATION DESCRIPTION
 MN0192
 MN0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0192'3 MI W FROM REDINGTON.
 MN0192'ABOUT 3.0 MILES WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0192'AT REDINGTON, MORRILL COUNTY, ABOUT 300 FEET NORTHWEST OF THE
 MN0192'NORTHWEST CORNER OF THE WOODEN BRIDGE OVER PUMKIN CREEK, AT THE
 MN0192'WEST ONE OF A SERIES OF CURVES AND BRIDGES, 78 FEET NORTH OF THE
 MN0192'CENTER LINE OF THE HIGHWAY, 26 FEET WEST OF A NORTH-AND-SOUTH
 MN0192'FENCE LINE, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MN0192'DISK, STAMPED N 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0192
 MN0192                          STATION RECOVERY (1972)
 MN0192
 MN0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0852 ***********************************************************************
 ML0852  DESIGNATION -  N 56
 ML0852  PID         -  ML0852
 ML0852  STATE/COUNTY-  NE/CUSTER
 ML0852  USGS QUAD   -  ANSELMO NW (1951)
 ML0852
 ML0852                         *CURRENT SURVEY CONTROL
 ML0852  ___________________________________________________________________
 ML0852* NAD 83(1986)-  41 40 05.     (N)    099 55 12.     (W)     SCALED    
 ML0852* NAVD 88     -       816.228  (meters)    2677.91   (feet)  ADJUSTED  
 ML0852  ___________________________________________________________________
 ML0852  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 ML0852  DYNAMIC HT  -         815.809 (meters)    2676.53  (feet)  COMP
 ML0852  MODELED GRAV-     980,082.2   (mgal)                       NAVD 88
 ML0852
 ML0852  VERT ORDER  -  SECOND    CLASS 0
 ML0852
 ML0852.The horizontal coordinates were scaled from a topographic map and have
 ML0852.an estimated accuracy of +/- 6 seconds.
 ML0852
 ML0852.The orthometric height was determined by differential leveling
 ML0852.and adjusted by the National Geodetic Survey in June 1991..
 ML0852
 ML0852.The geoid height was determined by GEOID03.
 ML0852
 ML0852.The dynamic height is computed by dividing the NAVD 88
 ML0852.geopotential number by the normal gravity value computed on the
 ML0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0852.degrees latitude (g = 980.6199 gals.).
 ML0852
 ML0852.The modeled gravity was interpolated from observed gravity values.
 ML0852
 ML0852;                    North         East    Units  Estimated Accuracy
 ML0852;SPC NE       -   203,700.      506,660.      MT  (+/- 180 meters Scaled)
 ML0852
 ML0852                          SUPERSEDED SURVEY CONTROL
 ML0852
 ML0852  NGVD 29 (??/??/92)  815.943  (m)         2676.97   (f) ADJ UNCH    2 0
 ML0852
 ML0852.Superseded values are not recommended for survey control.
 ML0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0852.See file dsdata.txt to determine how the superseded data were derived.
 ML0852
 ML0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM234133(NAD 83)
 ML0852_MARKER: DB = BENCH MARK DISK
 ML0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0852_STAMPING: N 56 1934
 ML0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0852+STABILITY: SURFACE MOTION
 ML0852
 ML0852  HISTORY     - Date     Condition        Report By
 ML0852  HISTORY     - 1934     MONUMENTED       CGS
 ML0852  HISTORY     - 1939     GOOD             NGS
 ML0852
 ML0852                          STATION DESCRIPTION
 ML0852
 ML0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 ML0852'4.4 MI NW FROM ANSELMO.
 ML0852'4.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0852'RAILROAD FROM THE STATION AT ANSELMO, CUSTER COUNTY, 3 1/2
 ML0852'POLES NORTHWEST OF MILEPOST 200, 84 FEET NORTHEAST OF THE
 ML0852'CENTERLINE OF STATE HIGHWAY 2, 31 FEET NORTHWEST OF A SIDING
 ML0852'SWITCH, AND 46.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 ML0852'MAIN TRACK.  A STANDARD DISK, STAMPED N 56 1934 AND SET IN
 ML0852'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0398 ***********************************************************************
 NP0398  DESIGNATION -  N 57
 NP0398  PID         -  NP0398
 NP0398  STATE/COUNTY-  NE/BOX BUTTE
 NP0398  USGS QUAD   -  NONPAREIL (1946)
 NP0398
 NP0398                         *CURRENT SURVEY CONTROL
 NP0398  ___________________________________________________________________
 NP0398* NAD 83(1986)-  42 19 18.     (N)    103 09 02.     (W)     SCALED    
 NP0398* NAVD 88     -      1320.933  (meters)    4333.76   (feet)  POSTED    
 NP0398  ___________________________________________________________________
 NP0398  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 NP0398  DYNAMIC HT  -        1320.150 (meters)    4331.19  (feet)  COMP
 NP0398  MODELED GRAV-     979,979.2   (mgal)                       NAVD 88
 NP0398
 NP0398  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0398
 NP0398.The horizontal coordinates were scaled from a topographic map and have
 NP0398.an estimated accuracy of +/- 6 seconds.
 NP0398
 NP0398.The orthometric height was determined by differential leveling
 NP0398.and adjusted by the National Geodetic Survey in 1992..
 NP0398.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0398.rate of 1.1 thru 2.0 mm/km.
 NP0398
 NP0398.The geoid height was determined by GEOID03.
 NP0398
 NP0398.The dynamic height is computed by dividing the NAVD 88
 NP0398.geopotential number by the normal gravity value computed on the
 NP0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0398.degrees latitude (g = 980.6199 gals.).
 NP0398
 NP0398.The modeled gravity was interpolated from observed gravity values.
 NP0398
 NP0398;                    North         East    Units  Estimated Accuracy
 NP0398;SPC NE       -   281,010.      240,410.      MT  (+/- 180 meters Scaled)
 NP0398
 NP0398                          SUPERSEDED SURVEY CONTROL
 NP0398
 NP0398  NGVD 29 (??/??/92) 1320.286  (m)         4331.64   (f) ADJ UNCH    2 0
 NP0398
 NP0398.Superseded values are not recommended for survey control.
 NP0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0398.See file dsdata.txt to determine how the superseded data were derived.
 NP0398
 NP0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG523871(NAD 83)
 NP0398_MARKER: DB = BENCH MARK DISK
 NP0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0398_STAMPING: N-57-1934
 NP0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0398+STABILITY: SURFACE MOTION
 NP0398
 NP0398  HISTORY     - Date     Condition        Report By
 NP0398  HISTORY     - 1934     MONUMENTED       CGS
 NP0398  HISTORY     - 1938     GOOD             NGS
 NP0398
 NP0398                          STATION DESCRIPTION
 NP0398
 NP0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0398'4 MI W FROM HEMINGFORD.
 NP0398'4.0 MILES WEST OF POST OFFICE.  ALONG HIGHWAY NO. 2, 35.5 FEET
 NP0398'NORTH OF CENTERLINE OF HIGHWAY, 39.5 FEET NORTHEAST CENTERLINE OF
 NP0398'HIGHWAY NO. 2 AND COUNTY ROAD RUNNING TO SOUTH, 5 FEET EAST
 NP0398'TELEPHONE POLE.
 NP0398
 NP0398                          STATION RECOVERY (1938)
 NP0398
 NP0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 NP0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0762 ***********************************************************************
 NP0762  DESIGNATION -  N 57 RESET
 NP0762  PID         -  NP0762
 NP0762  STATE/COUNTY-  NE/BOX BUTTE
 NP0762  USGS QUAD   -  NONPAREIL (1946)
 NP0762
 NP0762                         *CURRENT SURVEY CONTROL
 NP0762  ___________________________________________________________________
 NP0762* NAD 83(1986)-  42 19 17.     (N)    103 09 04.     (W)     SCALED    
 NP0762* NAVD 88     -      1320.86   (+/-2cm)    4333.5    (feet)  VERTCON   
 NP0762  ___________________________________________________________________
 NP0762  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 NP0762
 NP0762  VERT ORDER  -  THIRD (See Below)
 NP0762
 NP0762.The horizontal coordinates were scaled from a topographic map and have
 NP0762.an estimated accuracy of +/- 6 seconds.
 NP0762
 NP0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0762.The vertical order pertains to the NGVD 29 superseded value.
 NP0762
 NP0762.The geoid height was determined by GEOID03.
 NP0762
 NP0762;                    North         East    Units  Estimated Accuracy
 NP0762;SPC NE       -   280,980.      240,370.      MT  (+/- 180 meters Scaled)
 NP0762
 NP0762                          SUPERSEDED SURVEY CONTROL
 NP0762
 NP0762  NGVD 29 (08/02/06) 1320.21   (m)         4331.4    (f) RESET       3  
 NP0762
 NP0762.Superseded values are not recommended for survey control.
 NP0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0762.See file dsdata.txt to determine how the superseded data were derived.
 NP0762
 NP0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG523871(NAD 83)
 NP0762_MARKER: DV = VERTICAL CONTROL DISK
 NP0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0762_SP_SET: CONCRETE POST
 NP0762_STAMPING: N 57 RESET 1988
 NP0762_MARK LOGO: NGS   
 NP0762_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NP0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0762+STABILITY: SURFACE MOTION
 NP0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0762+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NP0762
 NP0762  HISTORY     - Date     Condition        Report By
 NP0762  HISTORY     - 1988     MONUMENTED       NEDR
 NP0762
 NP0762                          STATION DESCRIPTION
 NP0762
 NP0762'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1988
 NP0762'ABOUT 4.0 MILES WEST FROM HEMINGFORD, ON THE NORTH RIGHT-OF-WAY OF
 NP0762'STATE HIGHWAY 2, JUST EAST OF A FIELD ENTRANCE AND IN THE SW1/4,
 NP0762'SEC10, T27N, R50W, FROM THE POST OFFICE IN HEMINGFORD GO WEST ON
 NP0762'STATE HIGHWAY 2 FOR 4.0 MI (6.4 KM) TO THE MARK ON THE RIGHT.  THE
 NP0762'DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 NP0762'ABOUT 0.1 FT (0.0 M) ABOVE THE GROUND SURFACE.  IT IS 60.0 FT (18.3
 NP0762'M) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 25.8 FT (7.9 M)
 NP0762'SOUTHWEST FROM A FENCE CORNER POST, 12.8 FT (3.9 M) WEST FROM A POWER
 NP0762'POLE AND 1.0 FT (0.3 M) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0417 ***********************************************************************
 NP0417  DESIGNATION -  N 58
 NP0417  PID         -  NP0417
 NP0417  STATE/COUNTY-  NE/SIOUX
 NP0417  USGS QUAD   -  MOUNT EDNA (1979)
 NP0417
 NP0417                         *CURRENT SURVEY CONTROL
 NP0417  ___________________________________________________________________
 NP0417* NAD 83(1986)-  42 15 45.     (N)    103 46 40.     (W)     SCALED    
 NP0417* NAVD 88     -      1454.382  (meters)    4771.58   (feet)  POSTED    
 NP0417  ___________________________________________________________________
 NP0417  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 NP0417  DYNAMIC HT  -        1453.430 (meters)    4768.46  (feet)  COMP
 NP0417  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 NP0417
 NP0417  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NP0417
 NP0417.The horizontal coordinates were scaled from a topographic map and have
 NP0417.an estimated accuracy of +/- 6 seconds.
 NP0417
 NP0417.The orthometric height was determined by differential leveling
 NP0417.and adjusted by the National Geodetic Survey in 1992..
 NP0417.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NP0417.rate of 3.1 thru 4.0 mm/km.
 NP0417
 NP0417.The geoid height was determined by GEOID03.
 NP0417
 NP0417.The dynamic height is computed by dividing the NAVD 88
 NP0417.geopotential number by the normal gravity value computed on the
 NP0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0417.degrees latitude (g = 980.6199 gals.).
 NP0417
 NP0417.The modeled gravity was interpolated from observed gravity values.
 NP0417
 NP0417;                    North         East    Units  Estimated Accuracy
 NP0417;SPC NE       -   276,510.      188,480.      MT  (+/- 180 meters Scaled)
 NP0417
 NP0417                          SUPERSEDED SURVEY CONTROL
 NP0417
 NP0417  NGVD 29 (??/??/92) 1453.611  (m)         4769.06   (f) ADJ UNCH    2 0
 NP0417
 NP0417.Superseded values are not recommended for survey control.
 NP0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0417.See file dsdata.txt to determine how the superseded data were derived.
 NP0417
 NP0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG008796(NAD 83)
 NP0417_MARKER: DB = BENCH MARK DISK
 NP0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0417_STAMPING: N 58 1934
 NP0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0417+STABILITY: SURFACE MOTION
 NP0417
 NP0417  HISTORY     - Date     Condition        Report By
 NP0417  HISTORY     - 1934     MONUMENTED       CGS
 NP0417  HISTORY     - 1974     GOOD             USGS
 NP0417
 NP0417                          STATION DESCRIPTION
 NP0417
 NP0417'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0417'23 MI N FROM MITCHELL.
 NP0417'23.0 MI. NORTH ALONG HWY. 29 FROM THE HIGH SCHOOL AT MITCHELL, 0.9
 NP0417'MI. NORTH OF THE INTERSECTION OF THE HWY. AND A COUNTY ROAD.  THE
 NP0417'BENCHMARK IS 0.1 MI. EAST OF THE HWY., ABOUT 30 FEET EAST OF THE
 NP0417'OLD ROAD, 176 FEET WEST OF A FENCE CORNER AND 4 FEET SOUTH OF AN
 NP0417'EAST-WEST FENCE.  A STANDARD DISK, STAMPED N 58 1934 AND SET IN THE
 NP0417'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0104 ***********************************************************************
 MN0104  DESIGNATION -  N 59
 MN0104  PID         -  MN0104
 MN0104  STATE/COUNTY-  NE/CHEYENNE
 MN0104  USGS QUAD   -  SUNOL (1972)
 MN0104
 MN0104                         *CURRENT SURVEY CONTROL
 MN0104  ___________________________________________________________________
 MN0104* NAD 83(1986)-  41 09 12.     (N)    102 50 05.     (W)     SCALED    
 MN0104* NAVD 88     -      1214.713  (meters)    3985.27   (feet)  ADJUSTED  
 MN0104  ___________________________________________________________________
 MN0104  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 MN0104  DYNAMIC HT  -        1213.870 (meters)    3982.51  (feet)  COMP
 MN0104  MODELED GRAV-     979,888.0   (mgal)                       NAVD 88
 MN0104
 MN0104  VERT ORDER  -  SECOND    CLASS 0
 MN0104
 MN0104.The horizontal coordinates were scaled from a topographic map and have
 MN0104.an estimated accuracy of +/- 6 seconds.
 MN0104
 MN0104.The orthometric height was determined by differential leveling
 MN0104.and adjusted by the National Geodetic Survey in June 1991..
 MN0104
 MN0104.The geoid height was determined by GEOID03.
 MN0104
 MN0104.The dynamic height is computed by dividing the NAVD 88
 MN0104.geopotential number by the normal gravity value computed on the
 MN0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0104.degrees latitude (g = 980.6199 gals.).
 MN0104
 MN0104.The modeled gravity was interpolated from observed gravity values.
 MN0104
 MN0104;                    North         East    Units  Estimated Accuracy
 MN0104;SPC NE       -   150,450.      262,170.      MT  (+/- 180 meters Scaled)
 MN0104
 MN0104                          SUPERSEDED SURVEY CONTROL
 MN0104
 MN0104  NGVD 29 (??/??/92) 1214.142  (m)         3983.40   (f) ADJ UNCH    2 0
 MN0104
 MN0104.Superseded values are not recommended for survey control.
 MN0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0104.See file dsdata.txt to determine how the superseded data were derived.
 MN0104
 MN0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF816580(NAD 83)
 MN0104_MARKER: DB = BENCH MARK DISK
 MN0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0104_STAMPING: N 59 1934
 MN0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0104+STABILITY: SURFACE MOTION
 MN0104
 MN0104  HISTORY     - Date     Condition        Report By
 MN0104  HISTORY     - 1934     MONUMENTED       CGS
 MN0104  HISTORY     - 1941     GOOD             NGS
 MN0104
 MN0104                          STATION DESCRIPTION
 MN0104
 MN0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0104'1 MI E FROM COLTON.
 MN0104'1.0 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0104'AT COLTON, CHEYENNE COUNTY, 3 POLES WEST OF MILEPOST 400, 200
 MN0104'YARDS SOUTH OF A FARMHOUSE, 81 FEET SOUTH OF THE SOUTH RAIL
 MN0104'OF THE SOUTH DOUBLE TRACK, 75 FEET WEST OF A FARM-ROAD CROSSING,
 MN0104'23 FEET SOUTHWEST OF A DOUBLE POLE, AND 4 FEET NORTH OF A
 MN0104'FENCE.  A STANDARD DISK, STAMPED N 59 1934 AND SET IN THE TOP
 MN0104'OF A CONCRETE POST.
 MN0104
 MN0104                          STATION RECOVERY (1941)
 MN0104
 MN0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MN0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0007 ***********************************************************************
 LJ0007  DESIGNATION -  N 6
 LJ0007  PID         -  LJ0007
 LJ0007  STATE/COUNTY-  NE/DAWSON
 LJ0007  USGS QUAD   -  WILLOW ISLAND (1970)
 LJ0007
 LJ0007                         *CURRENT SURVEY CONTROL
 LJ0007  ___________________________________________________________________
 LJ0007* NAD 83(1986)-  40 54 01.     (N)    100 06 08.     (W)     SCALED    
 LJ0007* NAVD 88     -       774.485  (meters)    2540.96   (feet)  ADJUSTED  
 LJ0007  ___________________________________________________________________
 LJ0007  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 LJ0007  DYNAMIC HT  -         774.027 (meters)    2539.45  (feet)  COMP
 LJ0007  MODELED GRAV-     980,007.7   (mgal)                       NAVD 88
 LJ0007
 LJ0007  VERT ORDER  -  FIRST     CLASS II
 LJ0007
 LJ0007.The horizontal coordinates were scaled from a topographic map and have
 LJ0007.an estimated accuracy of +/- 6 seconds.
 LJ0007
 LJ0007.The orthometric height was determined by differential leveling
 LJ0007.and adjusted by the National Geodetic Survey in June 1991..
 LJ0007.WARNING-Repeat measurements at this control monument indicate possible
 LJ0007.vertical movement.
 LJ0007
 LJ0007.The geoid height was determined by GEOID03.
 LJ0007
 LJ0007.The dynamic height is computed by dividing the NAVD 88
 LJ0007.geopotential number by the normal gravity value computed on the
 LJ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0007.degrees latitude (g = 980.6199 gals.).
 LJ0007
 LJ0007.The modeled gravity was interpolated from observed gravity values.
 LJ0007
 LJ0007;                    North         East    Units  Estimated Accuracy
 LJ0007;SPC NE       -   118,470.      491,390.      MT  (+/- 180 meters Scaled)
 LJ0007
 LJ0007                          SUPERSEDED SURVEY CONTROL
 LJ0007
 LJ0007  NGVD 29 (??/??/92)  774.194  (m)         2540.00   (f) ADJ UNCH    1 2
 LJ0007
 LJ0007.Superseded values are not recommended for survey control.
 LJ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0007.See file dsdata.txt to determine how the superseded data were derived.
 LJ0007
 LJ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML071282(NAD 83)
 LJ0007_MARKER: DB = BENCH MARK DISK
 LJ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0007_STAMPING: N 6 1933 2540.001
 LJ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0007+STABILITY: SURFACE MOTION
 LJ0007
 LJ0007  HISTORY     - Date     Condition        Report By
 LJ0007  HISTORY     - 1933     MONUMENTED       CGS
 LJ0007  HISTORY     - 1950     GOOD             NGS
 LJ0007  HISTORY     - 1972     POOR             NGS
 LJ0007  HISTORY     - 1986     MARK NOT FOUND   NGS
 LJ0007
 LJ0007                          STATION DESCRIPTION
 LJ0007
 LJ0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LJ0007'3.8 MI SE FROM GOTHENBURG.
 LJ0007'ABOUT 3.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 LJ0007'GOTHENBURG, DAWSON COUNTY, ABOUT 6 POLES NORTHWEST OF MILEPOST
 LJ0007'245, AT A PRIVATE-ROAD CROSSING, ABOUT 80 FEET SOUTH OF THE
 LJ0007'CENTER LINE OF U.S. HIGHWAY 30, 44.7 FEET NORTH OF THE NORTH
 LJ0007'RAIL OF THE NORTH MAIN TRACK, 24 FEET EAST OF THE CENTERLINE
 LJ0007'OF THE ROAD, AND 3.8 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 LJ0007'A STANDARD DISK, STAMPED 2540.001 N 6 1933 AND SET IN THE TOP
 LJ0007'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 LJ0007
 LJ0007                          STATION RECOVERY (1972)
 LJ0007
 LJ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LJ0007'MARK RECOVERED IN POOR CONDITION.
 LJ0007
 LJ0007                          STATION RECOVERY (1986)
 LJ0007
 LJ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0007'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0766 ***********************************************************************
 ML0766  DESIGNATION -  N 60 RESET
 ML0766  PID         -  ML0766
 ML0766  STATE/COUNTY-  NE/CUSTER
 ML0766  USGS QUAD   -  OCONTO (1974)
 ML0766
 ML0766                         *CURRENT SURVEY CONTROL
 ML0766  ___________________________________________________________________
 ML0766* NAD 83(1986)-  41 07 48.     (N)    099 45 35.     (W)     SCALED    
 ML0766* NAVD 88     -       785.77   (meters)    2578.0    (feet)  RESET     
 ML0766  ___________________________________________________________________
 ML0766  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 ML0766
 ML0766  VERT ORDER  -  THIRD
 ML0766
 ML0766.The horizontal coordinates were scaled from a topographic map and have
 ML0766.an estimated accuracy of +/- 6 seconds.
 ML0766
 ML0766.The orthometric height was computed from unverified reset data.
 ML0766
 ML0766.The geoid height was determined by GEOID03.
 ML0766
 ML0766;                    North         East    Units  Estimated Accuracy
 ML0766;SPC NE       -   143,990.      520,170.      MT  (+/- 180 meters Scaled)
 ML0766
 ML0766                          SUPERSEDED SURVEY CONTROL
 ML0766
 ML0766  NGVD 29 (??/??/??)  785.48   (m)         2577.0    (f) RESET       3  
 ML0766
 ML0766.Superseded values are not recommended for survey control.
 ML0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0766.See file dsdata.txt to determine how the superseded data were derived.
 ML0766
 ML0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML362534(NAD 83)
 ML0766_MARKER: DB = BENCH MARK DISK
 ML0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0766_STAMPING: N 60 RESET 1962
 ML0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0766+STABILITY: SURFACE MOTION
 ML0766
 ML0766  HISTORY     - Date     Condition        Report By
 ML0766  HISTORY     - 1962     MONUMENTED       NEDR
 ML0766  HISTORY     - 1985     GOOD             LOCSUR
 ML0766
 ML0766                          STATION DESCRIPTION
 ML0766
 ML0766'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 ML0766'0.5 MI S FROM OCONTO.
 ML0766'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 21 FROM THE RAILROAD
 ML0766'CROSSING ON HIGHWAY 21 SOUTHEAST OF OCONTO, AT A JUNCTION WITH
 ML0766'A DIRT ROAD LEADING WEST, 140 FEET SOUTH OF THE CENTERLINE OF
 ML0766'THE DIRT ROAD LEADING WEST, 95 FEET WEST OF THE CENTERLINE OF
 ML0766'HIGHWAY 21, 100 FEET SOUTH OF A TELEPHONE POLE, IN THE FENCE
 ML0766'LINE OF A NORTH-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE
 ML0766'POST WHICH IS FLUSH WITH THE GROUND.
 ML0766
 ML0766                          STATION RECOVERY (1985)
 ML0766
 ML0766'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 ML0766'NOTE: PLACED WITNESS POST 1' WEST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0096 ***********************************************************************
 NP0096  DESIGNATION -  N 61
 NP0096  PID         -  NP0096
 NP0096  STATE/COUNTY-  NE/SHERIDAN
 NP0096  USGS QUAD   -  LAKESIDE (1989)
 NP0096
 NP0096                         *CURRENT SURVEY CONTROL
 NP0096  ___________________________________________________________________
 NP0096* NAD 83(1986)-  42 03 20.     (N)    102 26 41.     (W)     SCALED    
 NP0096* NAVD 88     -      1180.424  (meters)    3872.77   (feet)  ADJUSTED  
 NP0096  ___________________________________________________________________
 NP0096  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 NP0096  DYNAMIC HT  -        1179.749 (meters)    3870.56  (feet)  COMP
 NP0096  MODELED GRAV-     980,008.9   (mgal)                       NAVD 88
 NP0096
 NP0096  VERT ORDER  -  SECOND    CLASS 0
 NP0096
 NP0096.The horizontal coordinates were scaled from a topographic map and have
 NP0096.an estimated accuracy of +/- 6 seconds.
 NP0096
 NP0096.The orthometric height was determined by differential leveling
 NP0096.and adjusted by the National Geodetic Survey in June 1991..
 NP0096
 NP0096.The geoid height was determined by GEOID03.
 NP0096
 NP0096.The dynamic height is computed by dividing the NAVD 88
 NP0096.geopotential number by the normal gravity value computed on the
 NP0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0096.degrees latitude (g = 980.6199 gals.).
 NP0096
 NP0096.The modeled gravity was interpolated from observed gravity values.
 NP0096
 NP0096;                    North         East    Units  Estimated Accuracy
 NP0096;SPC NE       -   249,590.      297,720.      MT  (+/- 180 meters Scaled)
 NP0096
 NP0096                          SUPERSEDED SURVEY CONTROL
 NP0096
 NP0096  NGVD 29 (??/??/92) 1179.872  (m)         3870.96   (f) ADJ UNCH    2 0
 NP0096
 NP0096.Superseded values are not recommended for survey control.
 NP0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0096.See file dsdata.txt to determine how the superseded data were derived.
 NP0096
 NP0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG114591(NAD 83)
 NP0096_MARKER: DB = BENCH MARK DISK
 NP0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0096_STAMPING: N 61 1934
 NP0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0096+STABILITY: SURFACE MOTION
 NP0096
 NP0096  HISTORY     - Date     Condition        Report By
 NP0096  HISTORY     - 1934     MONUMENTED       CGS
 NP0096  HISTORY     - 1940     GOOD             NGS
 NP0096  HISTORY     - 1950     POOR             NGS
 NP0096  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 NP0096
 NP0096                          STATION DESCRIPTION
 NP0096
 NP0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NP0096'1 MI W FROM LAKE SIDE.
 NP0096'1.0 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0096'FROM THE STATION AT LAKE SIDE, SHERIDAN COUNTY, 122 FEET SOUTHWEST
 NP0096'OF MILEPOST 343, AT A STRIP OF GROUND BETWEEN THE TRACK AND
 NP0096'STATE HIGHWAY 2, 68.2 FEET SOUTH OF THE SOUTH RAIL, 3.0 FEET
 NP0096'EAST OF A 4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE
 NP0096'GROUND, AND 5.0 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 NP0096'STAMPED N 61 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0096'ABOUT 0.4 FOOT ABOVE GROUND.  NOTE-- THIS POST PROBABLY 0.2 FT.
 NP0096'LOW DUE TO POST BEING SET IN SPONGY GROUND BETWEEN RAILROAD
 NP0096'TRACK AND HIGHWAY.
 NP0096
 NP0096                          STATION RECOVERY (1950)
 NP0096
 NP0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 NP0096'MARK RECOVERED IN POOR CONDITION.
 NP0096
 NP0096                          STATION RECOVERY (1977)
 NP0096
 NP0096'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 NP0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0294 ***********************************************************************
 NO0294  DESIGNATION -  N 62
 NO0294  PID         -  NO0294
 NO0294  STATE/COUNTY-  NE/GRANT
 NO0294  USGS QUAD   -  WHITMAN (1987)
 NO0294
 NO0294                         *CURRENT SURVEY CONTROL
 NO0294  ___________________________________________________________________
 NO0294* NAD 83(1986)-  42 01 32.     (N)    101 35 57.     (W)     SCALED    
 NO0294* NAVD 88     -      1103.761  (meters)    3621.26   (feet)  ADJUSTED  
 NO0294  ___________________________________________________________________
 NO0294  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 NO0294  DYNAMIC HT  -        1103.159 (meters)    3619.28  (feet)  COMP
 NO0294  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 NO0294
 NO0294  VERT ORDER  -  SECOND    CLASS 0
 NO0294
 NO0294.The horizontal coordinates were scaled from a topographic map and have
 NO0294.an estimated accuracy of +/- 6 seconds.
 NO0294
 NO0294.The orthometric height was determined by differential leveling
 NO0294.and adjusted by the National Geodetic Survey in June 1991..
 NO0294
 NO0294.The geoid height was determined by GEOID03.
 NO0294
 NO0294.The dynamic height is computed by dividing the NAVD 88
 NO0294.geopotential number by the normal gravity value computed on the
 NO0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0294.degrees latitude (g = 980.6199 gals.).
 NO0294
 NO0294.The modeled gravity was interpolated from observed gravity values.
 NO0294
 NO0294;                    North         East    Units  Estimated Accuracy
 NO0294;SPC NE       -   244,620.      367,610.      MT  (+/- 180 meters Scaled)
 NO0294
 NO0294                          SUPERSEDED SURVEY CONTROL
 NO0294
 NO0294  NGVD 29 (??/??/92) 1103.324  (m)         3619.82   (f) ADJ UNCH    2 0
 NO0294
 NO0294.Superseded values are not recommended for survey control.
 NO0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0294.See file dsdata.txt to determine how the superseded data were derived.
 NO0294
 NO0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM848558(NAD 83)
 NO0294_MARKER: DB = BENCH MARK DISK
 NO0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0294_STAMPING: N 62 1934
 NO0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0294+STABILITY: SURFACE MOTION
 NO0294
 NO0294  HISTORY     - Date     Condition        Report By
 NO0294  HISTORY     - 1934     MONUMENTED       CGS
 NO0294  HISTORY     - 1981     GOOD             NEDR
 NO0294
 NO0294                          STATION DESCRIPTION
 NO0294
 NO0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0294'4 MI W FROM WHITMAN.
 NO0294'4.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NO0294'FROM THE STATION AT WHITMAN, GRANT COUNTY, 21 RAILS EAST OF
 NO0294'MILEPOST 298, NEAR A DIRT ROAD CROSSING, 98.5 FEET SOUTH OF THE
 NO0294'SOUTH RAIL, 36.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 8.5
 NO0294'FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.5 FEET NORTH OF
 NO0294'THE FENCE.  A STANDARD DISK, STAMPED N 62 1934 AND SET IN THE
 NO0294'TOP OF A CONCRETE POST.
 NO0294
 NO0294                          STATION RECOVERY (1981)
 NO0294
 NO0294'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1981
 NO0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0466 ***********************************************************************
 NN0466  DESIGNATION -  N 67
 NN0466  PID         -  NN0466
 NN0466  STATE/COUNTY-  NE/BROWN
 NN0466  USGS QUAD   -  GOLDMAN LAKE NE (1982)
 NN0466
 NN0466                         *CURRENT SURVEY CONTROL
 NN0466  ___________________________________________________________________
 NN0466* NAD 83(1986)-  42 12 38.     (N)    099 50 33.     (W)     SCALED    
 NN0466* NAVD 88     -       787.134  (meters)    2582.46   (feet)  ADJUSTED  
 NN0466  ___________________________________________________________________
 NN0466  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 NN0466  DYNAMIC HT  -         786.771 (meters)    2581.26  (feet)  COMP
 NN0466  MODELED GRAV-     980,133.8   (mgal)                       NAVD 88
 NN0466
 NN0466  VERT ORDER  -  SECOND    CLASS 0
 NN0466
 NN0466.The horizontal coordinates were scaled from a topographic map and have
 NN0466.an estimated accuracy of +/- 6 seconds.
 NN0466
 NN0466.The orthometric height was determined by differential leveling
 NN0466.and adjusted by the National Geodetic Survey in June 1991..
 NN0466
 NN0466.The geoid height was determined by GEOID03.
 NN0466
 NN0466.The dynamic height is computed by dividing the NAVD 88
 NN0466.geopotential number by the normal gravity value computed on the
 NN0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0466.degrees latitude (g = 980.6199 gals.).
 NN0466
 NN0466.The modeled gravity was interpolated from observed gravity values.
 NN0466
 NN0466;                    North         East    Units  Estimated Accuracy
 NN0466;SPC NE       -   263,950.      513,000.      MT  (+/- 180 meters Scaled)
 NN0466
 NN0466                          SUPERSEDED SURVEY CONTROL
 NN0466
 NN0466  NGVD 29 (??/??/92)  786.834  (m)         2581.47   (f) ADJ UNCH    2 0
 NN0466
 NN0466.Superseded values are not recommended for survey control.
 NN0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0466.See file dsdata.txt to determine how the superseded data were derived.
 NN0466
 NN0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM304734(NAD 83)
 NN0466_MARKER: DB = BENCH MARK DISK
 NN0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0466_STAMPING: N 67 1935
 NN0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0466+STABILITY: SURFACE MOTION
 NN0466
 NN0466  HISTORY     - Date     Condition        Report By
 NN0466  HISTORY     - 1935     MONUMENTED       CGS
 NN0466  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0466
 NN0466                          STATION DESCRIPTION
 NN0466
 NN0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0466'23.8 MI S FROM AINSWORTH.
 NN0466'ABOUT 23.8 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0466'COURTHOUSE AT AINSWORTH, BROWN COUNTY, 27 FEET WEST OF THE CENTER
 NN0466'LINE OF THE HIGHWAY, 20.5 FEET WEST OF THE WEST END OF A CATTLE
 NN0466'GATE, AND 2 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED
 NN0466'N 67 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0466
 NN0466                          STATION RECOVERY (1975)
 NN0466
 NN0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0609 ***********************************************************************
 ML0609  DESIGNATION -  N 71
 ML0609  PID         -  ML0609
 ML0609  STATE/COUNTY-  NE/GARFIELD
 ML0609  USGS QUAD   -  BURWELL (1952)
 ML0609
 ML0609                         *CURRENT SURVEY CONTROL
 ML0609  ___________________________________________________________________
 ML0609* NAD 83(1986)-  41 46 33.     (N)    099 08 06.     (W)     SCALED    
 ML0609* NAVD 88     -       662.163  (meters)    2172.45   (feet)  ADJUSTED  
 ML0609  ___________________________________________________________________
 ML0609  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ML0609  DYNAMIC HT  -         661.843 (meters)    2171.40  (feet)  COMP
 ML0609  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 ML0609
 ML0609  VERT ORDER  -  SECOND    CLASS 0
 ML0609
 ML0609.The horizontal coordinates were scaled from a topographic map and have
 ML0609.an estimated accuracy of +/- 6 seconds.
 ML0609
 ML0609.The orthometric height was determined by differential leveling
 ML0609.and adjusted by the National Geodetic Survey in June 1991..
 ML0609
 ML0609.The geoid height was determined by GEOID03.
 ML0609
 ML0609.The dynamic height is computed by dividing the NAVD 88
 ML0609.geopotential number by the normal gravity value computed on the
 ML0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0609.degrees latitude (g = 980.6199 gals.).
 ML0609
 ML0609.The modeled gravity was interpolated from observed gravity values.
 ML0609
 ML0609;                    North         East    Units  Estimated Accuracy
 ML0609;SPC NE       -   216,030.      571,890.      MT  (+/- 180 meters Scaled)
 ML0609
 ML0609                          SUPERSEDED SURVEY CONTROL
 ML0609
 ML0609  NGVD 29 (??/??/92)  661.900  (m)         2171.58   (f) ADJ UNCH    2 0
 ML0609
 ML0609.Superseded values are not recommended for survey control.
 ML0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0609.See file dsdata.txt to determine how the superseded data were derived.
 ML0609
 ML0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM887248(NAD 83)
 ML0609_MARKER: DB = BENCH MARK DISK
 ML0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0609_STAMPING: N-71 1935
 ML0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0609+STABILITY: SURFACE MOTION
 ML0609
 ML0609  HISTORY     - Date     Condition        Report By
 ML0609  HISTORY     - 1935     MONUMENTED       CGS
 ML0609  HISTORY     - 1938     GOOD             NGS
 ML0609  HISTORY     - 1985     GOOD             NEDR
 ML0609
 ML0609                          STATION DESCRIPTION
 ML0609
 ML0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0609'AT BURWELL.
 ML0609'AT THE RAILROAD CROSSING AT BURWELL WHERE STATE HIGHWAYS NOS.
 ML0609'53 AND 11 CROSS THE TRACKS, 47.7 FEET EAST OF THE CENTER OF THE
 ML0609'HIGHWAY, 45.6 FEET NORTH OF THE CENTER OF THE RAILROAD, 20.8
 ML0609'FEET SOUTHEAST OF THE RIGTH OF WAY CORNER POST.  A STANDARD
 ML0609'DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
 ML0609
 ML0609                          STATION RECOVERY (1985)
 ML0609
 ML0609'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 ML0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0879 ***********************************************************************
 ML0879  DESIGNATION -  N 72
 ML0879  PID         -  ML0879
 ML0879  STATE/COUNTY-  NE/BLAINE
 ML0879  USGS QUAD   -  BREWSTER (1978)
 ML0879
 ML0879                         *CURRENT SURVEY CONTROL
 ML0879  ___________________________________________________________________
 ML0879* NAD 83(1986)-  41 56 08.     (N)    099 51 38.     (W)     SCALED    
 ML0879* NAVD 88     -       760.275  (meters)    2494.34   (feet)  ADJUSTED  
 ML0879  ___________________________________________________________________
 ML0879  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 ML0879  DYNAMIC HT  -         759.908 (meters)    2493.13  (feet)  COMP
 ML0879  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 ML0879
 ML0879  VERT ORDER  -  SECOND    CLASS 0
 ML0879
 ML0879.The horizontal coordinates were scaled from a topographic map and have
 ML0879.an estimated accuracy of +/- 6 seconds.
 ML0879
 ML0879.The orthometric height was determined by differential leveling
 ML0879.and adjusted by the National Geodetic Survey in June 1991..
 ML0879
 ML0879.The geoid height was determined by GEOID03.
 ML0879
 ML0879.The dynamic height is computed by dividing the NAVD 88
 ML0879.geopotential number by the normal gravity value computed on the
 ML0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0879.degrees latitude (g = 980.6199 gals.).
 ML0879
 ML0879.The modeled gravity was interpolated from observed gravity values.
 ML0879
 ML0879;                    North         East    Units  Estimated Accuracy
 ML0879;SPC NE       -   233,410.      511,560.      MT  (+/- 180 meters Scaled)
 ML0879
 ML0879                          SUPERSEDED SURVEY CONTROL
 ML0879
 ML0879  NGVD 29 (??/??/92)  759.989  (m)         2493.40   (f) ADJ UNCH    2 0
 ML0879
 ML0879.Superseded values are not recommended for survey control.
 ML0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0879.See file dsdata.txt to determine how the superseded data were derived.
 ML0879
 ML0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM286429(NAD 83)
 ML0879_MARKER: DB = BENCH MARK DISK
 ML0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0879_STAMPING: M-72 1935
 ML0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0879+STABILITY: SURFACE MOTION
 ML0879
 ML0879  HISTORY     - Date     Condition        Report By
 ML0879  HISTORY     - 1935     MONUMENTED       CGS
 ML0879  HISTORY     - 1939     GOOD             NGS
 ML0879
 ML0879                          STATION DESCRIPTION
 ML0879
 ML0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0879'0.2 MI E FROM BREWSTER.
 ML0879'0.2 MILES EAST OF THE COURTHOUSE BY HIGHWAY.  ALONG ROAD HIGHWAY
 ML0879'53 BETWEEN BREWSTER AND TAYLOR, ABOUT 250 FEET SOUTH OF THE
 ML0879'SOUTHWEST CORNER OF SCHOOLHOUSE, 41.2 FEET SOUTH OF THE CENTER
 ML0879'LINE OF THE HIGHWAY, (ROAD) 34 FEET EAST OF SINGLE TRACK ROAD TO
 ML0879'THE SOUTH.
 ML0879
 ML0879                          STATION RECOVERY (1939)
 ML0879
 ML0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 ML0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0880 ***********************************************************************
 ML0880  DESIGNATION -  N 72 RESET
 ML0880  PID         -  ML0880
 ML0880  STATE/COUNTY-  NE/BLAINE
 ML0880  USGS QUAD   -  BREWSTER (1978)
 ML0880
 ML0880                         *CURRENT SURVEY CONTROL
 ML0880  ___________________________________________________________________
 ML0880* NAD 83(1986)-  41 56 08.     (N)    099 51 38.     (W)     SCALED    
 ML0880* NAVD 88     -       760.90   (meters)    2496.4    (feet)  RESET     
 ML0880  ___________________________________________________________________
 ML0880  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 ML0880
 ML0880  VERT ORDER  -  THIRD
 ML0880
 ML0880.The horizontal coordinates were scaled from a topographic map and have
 ML0880.an estimated accuracy of +/- 6 seconds.
 ML0880
 ML0880.The orthometric height was computed from unverified reset data.
 ML0880.No vertical observational check was made to the station.
 ML0880
 ML0880.The geoid height was determined by GEOID03.
 ML0880
 ML0880;                    North         East    Units  Estimated Accuracy
 ML0880;SPC NE       -   233,410.      511,560.      MT  (+/- 180 meters Scaled)
 ML0880
 ML0880                          SUPERSEDED SURVEY CONTROL
 ML0880
 ML0880  NGVD 29 (??/??/??)  760.61   (m)         2495.4    (f) RESET       3  
 ML0880
 ML0880.Superseded values are not recommended for survey control.
 ML0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0880.See file dsdata.txt to determine how the superseded data were derived.
 ML0880
 ML0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM286429(NAD 83)
 ML0880_MARKER: DB = BENCH MARK DISK
 ML0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0880_STAMPING: N 72 RESET 1961
 ML0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0880+STABILITY: SURFACE MOTION
 ML0880
 ML0880  HISTORY     - Date     Condition        Report By
 ML0880  HISTORY     - 1961     MONUMENTED       NEDR
 ML0880
 ML0880                          STATION DESCRIPTION
 ML0880
 ML0880'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 ML0880'0.2 MI E FROM BREWSTER.
 ML0880'THIS MARK IS LOCATED 0.2 MILE EAST ALONG A COUNTY ROAD FROM THE
 ML0880'COUNTY COURTHOUSE AT BREWSTER, ABOUT 59 FEET EAST OF THE
 ML0880'CENTERLINE OF A HIGHWAY CURVING SOUTHEAST, 117 FEET EAST OF THE
 ML0880'CENTERLINE OF A NORTH-SOUTH HIGHWAY, 42 FEET SOUTH OF THE
 ML0880'CENTERLINE OF A COUNTY ROAD, 8 FEET SOUTH OF A CONCRETE
 ML0880'RIGHT-OF-WAY MARKER AND 6 FEET NORTHWEST OF A GUYED POWER POLE.
 ML0880'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0094 ***********************************************************************
 NO0094  DESIGNATION -  N 73
 NO0094  PID         -  NO0094
 NO0094  STATE/COUNTY-  NE/CHERRY
 NO0094  USGS QUAD   -  BROWNLEE FLATS (1985)
 NO0094
 NO0094                         *CURRENT SURVEY CONTROL
 NO0094  ___________________________________________________________________
 NO0094* NAD 83(1986)-  42 20 24.     (N)    100 38 48.     (W)     SCALED    
 NO0094* NAVD 88     -       890.347  (meters)    2921.08   (feet)  ADJUSTED  
 NO0094  ___________________________________________________________________
 NO0094  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 NO0094  DYNAMIC HT  -         889.920 (meters)    2919.68  (feet)  COMP
 NO0094  MODELED GRAV-     980,111.3   (mgal)                       NAVD 88
 NO0094
 NO0094  VERT ORDER  -  SECOND    CLASS 0
 NO0094
 NO0094.The horizontal coordinates were scaled from a topographic map and have
 NO0094.an estimated accuracy of +/- 6 seconds.
 NO0094
 NO0094.The orthometric height was determined by differential leveling
 NO0094.and adjusted by the National Geodetic Survey in June 1991..
 NO0094
 NO0094.The geoid height was determined by GEOID03.
 NO0094
 NO0094.The dynamic height is computed by dividing the NAVD 88
 NO0094.geopotential number by the normal gravity value computed on the
 NO0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0094.degrees latitude (g = 980.6199 gals.).
 NO0094
 NO0094.The modeled gravity was interpolated from observed gravity values.
 NO0094
 NO0094;                    North         East    Units  Estimated Accuracy
 NO0094;SPC NE       -   278,510.      446,720.      MT  (+/- 180 meters Scaled)
 NO0094
 NO0094                          SUPERSEDED SURVEY CONTROL
 NO0094
 NO0094  NGVD 29 (??/??/92)  890.036  (m)         2920.06   (f) ADJ UNCH    2 0
 NO0094
 NO0094.Superseded values are not recommended for survey control.
 NO0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0094.See file dsdata.txt to determine how the superseded data were derived.
 NO0094
 NO0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM643888(NAD 83)
 NO0094_MARKER: DB = BENCH MARK DISK
 NO0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0094_STAMPING: N 73 1934
 NO0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0094+STABILITY: SURFACE MOTION
 NO0094
 NO0094  HISTORY     - Date     Condition        Report By
 NO0094  HISTORY     - 1934     MONUMENTED       CGS
 NO0094
 NO0094                          STATION DESCRIPTION
 NO0094
 NO0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0094'4.1 MI N FROM BROWNLEE.
 NO0094'ABOUT 4.1 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0094'AT BROWNLEE, CHERRY COUNTY, ABOUT 0.1 MILE SOUTHWEST OF A WINDMILL,
 NO0094'AT THE TOP OF A SMALL KNOLL, AT A LEVEL AREA, AND 37 FEET
 NO0094'SOUTHWEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 NO0094'STAMPED N 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0074 ***********************************************************************
 NP0074  DESIGNATION -  N 74
 NP0074  PID         -  NP0074
 NP0074  STATE/COUNTY-  NE/GARDEN
 NP0074  USGS QUAD   -  ELLSWORTH (1989)
 NP0074
 NP0074                         *CURRENT SURVEY CONTROL
 NP0074  ___________________________________________________________________
 NP0074* NAD 83(1986)-  42 00 30.     (N)    102 16 52.     (W)     SCALED    
 NP0074* NAVD 88     -      1191.714  (meters)    3909.82   (feet)  ADJUSTED  
 NP0074  ___________________________________________________________________
 NP0074  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 NP0074  DYNAMIC HT  -        1191.017 (meters)    3907.53  (feet)  COMP
 NP0074  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 NP0074
 NP0074  VERT ORDER  -  SECOND    CLASS 0
 NP0074
 NP0074.The horizontal coordinates were scaled from a topographic map and have
 NP0074.an estimated accuracy of +/- 6 seconds.
 NP0074
 NP0074.The orthometric height was determined by differential leveling
 NP0074.and adjusted by the National Geodetic Survey in June 1991..
 NP0074
 NP0074.The geoid height was determined by GEOID03.
 NP0074
 NP0074.The dynamic height is computed by dividing the NAVD 88
 NP0074.geopotential number by the normal gravity value computed on the
 NP0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0074.degrees latitude (g = 980.6199 gals.).
 NP0074
 NP0074.The modeled gravity was interpolated from observed gravity values.
 NP0074
 NP0074;                    North         East    Units  Estimated Accuracy
 NP0074;SPC NE       -   243,980.      311,110.      MT  (+/- 180 meters Scaled)
 NP0074
 NP0074                          SUPERSEDED SURVEY CONTROL
 NP0074
 NP0074  NGVD 29 (??/??/92) 1191.150  (m)         3907.96   (f) ADJ UNCH    2 0
 NP0074
 NP0074.Superseded values are not recommended for survey control.
 NP0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0074.See file dsdata.txt to determine how the superseded data were derived.
 NP0074
 NP0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG251542(NAD 83)
 NP0074_MARKER: DB = BENCH MARK DISK
 NP0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0074_STAMPING: N 74 1934
 NP0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0074+STABILITY: SURFACE MOTION
 NP0074
 NP0074  HISTORY     - Date     Condition        Report By
 NP0074  HISTORY     - 1934     MONUMENTED       CGS
 NP0074  HISTORY     - 1938     GOOD             NGS
 NP0074
 NP0074                          STATION DESCRIPTION
 NP0074
 NP0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0074'4 MI S FROM ELLSWORTH.
 NP0074'4.0 MILES SOUTH ALONG STATE HIGHWAY 27 AND THE MUMPER ROAD
 NP0074'FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT
 NP0074'ELLSWORTH, SHERIDAN COUNTY, 21 FEET EAST OF THE CENTER OF AN
 NP0074'AUTO GATE, AND 3-1/2 FEET NORTH OF AN EAST-AND-WEST FENCE.  A
 NP0074'STANDARD DISK, STAMPED N 74 1934 AND SET IN THE TOP OF A
 NP0074'CONCRETE POST.
 NP0074
 NP0074                          STATION RECOVERY (1938)
 NP0074
 NP0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 NP0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0060 ***********************************************************************
 NP0060  DESIGNATION -  N 75
 NP0060  PID         -  NP0060
 NP0060  STATE/COUNTY-  NE/SHERIDAN
 NP0060  USGS QUAD   -  BOVEE VALLEY WEST (1969)
 NP0060
 NP0060                         *CURRENT SURVEY CONTROL
 NP0060  ___________________________________________________________________
 NP0060* NAD 83(1986)-  42 33 26.     (N)    102 09 27.     (W)     SCALED    
 NP0060* NAVD 88     -      1149.174  (meters)    3770.25   (feet)  ADJUSTED  
 NP0060  ___________________________________________________________________
 NP0060  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 NP0060  DYNAMIC HT  -        1148.590 (meters)    3768.33  (feet)  COMP
 NP0060  MODELED GRAV-     980,072.6   (mgal)                       NAVD 88
 NP0060
 NP0060  VERT ORDER  -  SECOND    CLASS 0
 NP0060
 NP0060.The horizontal coordinates were scaled from a topographic map and have
 NP0060.an estimated accuracy of +/- 6 seconds.
 NP0060
 NP0060.The orthometric height was determined by differential leveling
 NP0060.and adjusted by the National Geodetic Survey in June 1991..
 NP0060
 NP0060.The geoid height was determined by GEOID03.
 NP0060
 NP0060.The dynamic height is computed by dividing the NAVD 88
 NP0060.geopotential number by the normal gravity value computed on the
 NP0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0060.degrees latitude (g = 980.6199 gals.).
 NP0060
 NP0060.The modeled gravity was interpolated from observed gravity values.
 NP0060
 NP0060;                    North         East    Units  Estimated Accuracy
 NP0060;SPC NE       -   304,650.      322,870.      MT  (+/- 180 meters Scaled)
 NP0060
 NP0060                          SUPERSEDED SURVEY CONTROL
 NP0060
 NP0060  NGVD 29 (??/??/92) 1148.663  (m)         3768.57   (f) ADJ UNCH    2 0
 NP0060
 NP0060.Superseded values are not recommended for survey control.
 NP0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0060.See file dsdata.txt to determine how the superseded data were derived.
 NP0060
 NP0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH333155(NAD 83)
 NP0060_MARKER: DB = BENCH MARK DISK
 NP0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0060_STAMPING: N 75 1934
 NP0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0060+STABILITY: SURFACE MOTION
 NP0060
 NP0060  HISTORY     - Date     Condition        Report By
 NP0060  HISTORY     - 1934     MONUMENTED       CGS
 NP0060  HISTORY     - 1969     MARK NOT FOUND   USGS
 NP0060
 NP0060                          STATION DESCRIPTION
 NP0060
 NP0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0060'19.8 MI S FROM GORDON.
 NP0060'14.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0060'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, THENCE
 NP0060'5.0 MILES SOUTH ALONG THE ELLSWORTH ROAD, NEAR THE CENTER OF
 NP0060'SEC. 29, T. 30 N., R. 41 W., 300 FEET SOUTHEAST OF A WINDMILL,
 NP0060'23 FEET EAST OF THE ROAD, AND ON A SMALL KNOLL.  A STANDARD
 NP0060'DISK, STAMPED N 75 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NP0060'NOTE-- ROAD HAS BEEN COMPLETELY RE-CONSTRUCTED.
 NP0060
 NP0060                          STATION RECOVERY (1969)
 NP0060
 NP0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0221 ***********************************************************************
 MN0221  DESIGNATION -  N 76
 MN0221  PID         -  MN0221
 MN0221  STATE/COUNTY-  NE/KIMBALL
 MN0221  USGS QUAD   -  OWASCO (1972)
 MN0221
 MN0221                         *CURRENT SURVEY CONTROL
 MN0221  ___________________________________________________________________
 MN0221* NAD 83(1986)-  41 14 22.     (N)    103 32 35.     (W)     SCALED    
 MN0221* NAVD 88     -      1396.692  (meters)    4582.31   (feet)  ADJUSTED  
 MN0221  ___________________________________________________________________
 MN0221  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 MN0221  DYNAMIC HT  -        1395.667 (meters)    4578.95  (feet)  COMP
 MN0221  MODELED GRAV-     979,841.4   (mgal)                       NAVD 88
 MN0221
 MN0221  VERT ORDER  -  SECOND    CLASS 0
 MN0221
 MN0221.The horizontal coordinates were scaled from a topographic map and have
 MN0221.an estimated accuracy of +/- 6 seconds.
 MN0221
 MN0221.The orthometric height was determined by differential leveling
 MN0221.and adjusted by the National Geodetic Survey in June 1991..
 MN0221
 MN0221.The geoid height was determined by GEOID03.
 MN0221
 MN0221.The dynamic height is computed by dividing the NAVD 88
 MN0221.geopotential number by the normal gravity value computed on the
 MN0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0221.degrees latitude (g = 980.6199 gals.).
 MN0221
 MN0221.The modeled gravity was interpolated from observed gravity values.
 MN0221
 MN0221;                    North         East    Units  Estimated Accuracy
 MN0221;SPC NE       -   162,200.      203,170.      MT  (+/- 180 meters Scaled)
 MN0221
 MN0221                          SUPERSEDED SURVEY CONTROL
 MN0221
 MN0221  NGVD 29 (??/??/92) 1396.008  (m)         4580.07   (f) ADJ UNCH    2 0
 MN0221
 MN0221.Superseded values are not recommended for survey control.
 MN0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0221.See file dsdata.txt to determine how the superseded data were derived.
 MN0221
 MN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF220663(NAD 83)
 MN0221_MARKER: DB = BENCH MARK DISK
 MN0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0221_STAMPING: N 76 1934
 MN0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0221+STABILITY: SURFACE MOTION
 MN0221
 MN0221  HISTORY     - Date     Condition        Report By
 MN0221  HISTORY     - 1934     MONUMENTED       CGS
 MN0221  HISTORY     - 1972     GOOD             USGS
 MN0221  HISTORY     - 1985     GOOD             DMA
 MN0221
 MN0221                          STATION DESCRIPTION
 MN0221
 MN0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0221'2.8 MI W FROM DIX.
 MN0221'2.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0221'AT DIX, KIMBALL COUNTY, AT MILEAGE 438.3, 135 FEET EAST OF A
 MN0221'HAND CAR SET-OFF, 80.1 FEET SOUTH OF THE SOUTH RAIL, 21.5 FEET
 MN0221'NORTH OF A FENCE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 MN0221'STANDARD DISK, STAMPED N 76 1934 AND SET IN THE TOP OF A CONCRETE
 MN0221'POST.  NOTE-- DIX, 2.8 MILES WEST OF THE STATION AT, T-15N.,
 MN0221'R-54W., IN SW. CORNER OF SEC. 33.  .35 MILE W. OF MILEPOST 438,
 MN0221'80 FT. S. OF THE S. RAIL, 39 FT. W. OF THE 3RD POLE W. OF MILEPOST
 MN0221'438.25.
 MN0221
 MN0221                          STATION RECOVERY (1972)
 MN0221
 MN0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0221'RECOVERED IN GOOD CONDITION.
 MN0221
 MN0221                          STATION RECOVERY (1985)
 MN0221
 MN0221'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0575 ***********************************************************************
 MK0575  DESIGNATION -  N 77
 MK0575  PID         -  MK0575
 MK0575  STATE/COUNTY-  NE/DOUGLAS
 MK0575  USGS QUAD   -  VALLEY (1983)
 MK0575
 MK0575                         *CURRENT SURVEY CONTROL
 MK0575  ___________________________________________________________________
 MK0575* NAD 83(1986)-  41 18 54.     (N)    096 20 39.     (W)     SCALED    
 MK0575* NAVD 88     -       347.334  (meters)    1139.55   (feet)  ADJUSTED  
 MK0575  ___________________________________________________________________
 MK0575  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 MK0575  DYNAMIC HT  -         347.173 (meters)    1139.02  (feet)  COMP
 MK0575  MODELED GRAV-     980,149.7   (mgal)                       NAVD 88
 MK0575
 MK0575  VERT ORDER  -  SECOND    CLASS 0
 MK0575
 MK0575.The horizontal coordinates were scaled from a topographic map and have
 MK0575.an estimated accuracy of +/- 6 seconds.
 MK0575
 MK0575.The orthometric height was determined by differential leveling
 MK0575.and adjusted by the National Geodetic Survey in June 1991..
 MK0575
 MK0575.The geoid height was determined by GEOID03.
 MK0575
 MK0575.The dynamic height is computed by dividing the NAVD 88
 MK0575.geopotential number by the normal gravity value computed on the
 MK0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0575.degrees latitude (g = 980.6199 gals.).
 MK0575
 MK0575.The modeled gravity was interpolated from observed gravity values.
 MK0575
 MK0575;                    North         East    Units  Estimated Accuracy
 MK0575;SPC NE       -   170,970.      805,920.      MT  (+/- 180 meters Scaled)
 MK0575
 MK0575                          SUPERSEDED SURVEY CONTROL
 MK0575
 MK0575  NGVD 29 (??/??/92)  347.199  (m)         1139.10   (f) ADJ UNCH    2 0
 MK0575
 MK0575.Superseded values are not recommended for survey control.
 MK0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0575.See file dsdata.txt to determine how the superseded data were derived.
 MK0575
 MK0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL223771(NAD 83)
 MK0575_MARKER: DB = BENCH MARK DISK
 MK0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0575_STAMPING: N 77 1934
 MK0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0575+STABILITY: SURFACE MOTION
 MK0575
 MK0575  HISTORY     - Date     Condition        Report By
 MK0575  HISTORY     - 1934     MONUMENTED       CGS
 MK0575  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0575  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 MK0575
 MK0575                          STATION DESCRIPTION
 MK0575
 MK0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0575'AT VALLEY.
 MK0575'AT VALLEY, DOUGLAS COUNTY, ON THE UNION PACIFIC RAILROAD, 158.9
 MK0575'FEET NORTH OF THE NORTHEAST CORNER OF THE STATION, 10.4 FEET
 MK0575'NORTHEAST OF MILEPOST 28, 67.9 FEET NORTHEAST OF THE NORTHEAST
 MK0575'RAIL OF THE MAIN TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A
 MK0575'STANDARD DISK, STAMPED N 77 1934 AND SET IN THE TOP OF A CONCRETE
 MK0575'POST.
 MK0575
 MK0575                          STATION RECOVERY (1966)
 MK0575
 MK0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0575'MARK NOT FOUND.
 MK0575
 MK0575                          STATION RECOVERY (1976)
 MK0575
 MK0575'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 MK0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0689 ***********************************************************************
 MJ0689  DESIGNATION -  N 78
 MJ0689  PID         -  MJ0689
 MJ0689  STATE/COUNTY-  NE/CASS
 MJ0689  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0689
 MJ0689                         *CURRENT SURVEY CONTROL
 MJ0689  ___________________________________________________________________
 MJ0689* NAD 83(1986)-  41 03 09.     (N)    095 55 36.     (W)     SCALED    
 MJ0689* NAVD 88     -       295.679  (meters)     970.07   (feet)  ADJUSTED  
 MJ0689  ___________________________________________________________________
 MJ0689  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 MJ0689  DYNAMIC HT  -         295.559 (meters)     969.68  (feet)  COMP
 MJ0689  MODELED GRAV-     980,208.6   (mgal)                       NAVD 88
 MJ0689
 MJ0689  VERT ORDER  -  SECOND    CLASS 0
 MJ0689
 MJ0689.The horizontal coordinates were scaled from a topographic map and have
 MJ0689.an estimated accuracy of +/- 6 seconds.
 MJ0689
 MJ0689.The orthometric height was determined by differential leveling
 MJ0689.and adjusted by the National Geodetic Survey in June 1991..
 MJ0689.WARNING-Repeat measurements at this control monument indicate possible
 MJ0689.vertical movement.
 MJ0689
 MJ0689.The geoid height was determined by GEOID03.
 MJ0689
 MJ0689.The dynamic height is computed by dividing the NAVD 88
 MJ0689.geopotential number by the normal gravity value computed on the
 MJ0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0689.degrees latitude (g = 980.6199 gals.).
 MJ0689
 MJ0689.The modeled gravity was interpolated from observed gravity values.
 MJ0689
 MJ0689;                    North         East    Units  Estimated Accuracy
 MJ0689;SPC NE       -   143,420.      842,210.      MT  (+/- 180 meters Scaled)
 MJ0689
 MJ0689                          SUPERSEDED SURVEY CONTROL
 MJ0689
 MJ0689  NGVD 29 (??/??/92)  295.590  (m)          969.78   (f) ADJ UNCH    2 0
 MJ0689
 MJ0689.Superseded values are not recommended for survey control.
 MJ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0689.See file dsdata.txt to determine how the superseded data were derived.
 MJ0689
 MJ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF540487(NAD 83)
 MJ0689_MARKER: DB = BENCH MARK DISK
 MJ0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0689_STAMPING: N 78 1934
 MJ0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0689+STABILITY: SURFACE MOTION
 MJ0689
 MJ0689  HISTORY     - Date     Condition        Report By
 MJ0689  HISTORY     - 1934     MONUMENTED       CGS
 MJ0689  HISTORY     - 1947     GOOD             NGS
 MJ0689  HISTORY     - 1975     GOOD
 MJ0689
 MJ0689                          STATION DESCRIPTION
 MJ0689
 MJ0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0689'1.7 MI S FROM LA PLATTE.
 MJ0689'1.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 MJ0689'STATION SIGN AT LA PLATTE, 0.3 MILE NORTHWEST OF THE CROSSING
 MJ0689'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 4 POLES NORTH
 MJ0689'OF MILEPOST 465-20, 186.0 FEET SOUTH OF RAILWAY SIGNAL S-046,
 MJ0689'59.0 FEET NORTHWEST OF A RAILWAY SWITCH, 58.0 FEET EAST OF AND
 MJ0689'1.0 FOOT LOWER THAN THE CENTER LINE OF THE MISSOURI PACIFIC
 MJ0689'TRACK, 37.0 FEET NORTH OF RAILWAY SIGNAL 4656, 36.0 FEET WEST OF
 MJ0689'THE CENTER LINE OF THE CHICAGO, BURLINGTON AND QUINCY TRACK,
 MJ0689'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 1 INCH ABOVE THE
 MJ0689'GROUND.
 MJ0689
 MJ0689                          STATION RECOVERY (1975)
 MJ0689
 MJ0689'RECOVERED 1975
 MJ0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0692 ***********************************************************************
 MK0692  DESIGNATION -  N 79
 MK0692  PID         -  MK0692
 MK0692  STATE/COUNTY-  NE/SARPY
 MK0692  USGS QUAD   -  ASHLAND EAST (1983)
 MK0692
 MK0692                         *CURRENT SURVEY CONTROL
 MK0692  ___________________________________________________________________
 MK0692* NAD 83(1986)-  41 05 35.     (N)    096 16 40.     (W)     SCALED    
 MK0692* NAVD 88     -       341.348  (meters)    1119.91   (feet)  ADJUSTED  
 MK0692  ___________________________________________________________________
 MK0692  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 MK0692  DYNAMIC HT  -         341.207 (meters)    1119.44  (feet)  COMP
 MK0692  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 MK0692
 MK0692  VERT ORDER  -  SECOND    CLASS 0
 MK0692
 MK0692.The horizontal coordinates were scaled from a topographic map and have
 MK0692.an estimated accuracy of +/- 6 seconds.
 MK0692
 MK0692.The orthometric height was determined by differential leveling
 MK0692.and adjusted by the National Geodetic Survey in June 1991..
 MK0692
 MK0692.The geoid height was determined by GEOID03.
 MK0692
 MK0692.The dynamic height is computed by dividing the NAVD 88
 MK0692.geopotential number by the normal gravity value computed on the
 MK0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0692.degrees latitude (g = 980.6199 gals.).
 MK0692
 MK0692.The modeled gravity was interpolated from observed gravity values.
 MK0692
 MK0692;                    North         East    Units  Estimated Accuracy
 MK0692;SPC NE       -   146,590.      812,530.      MT  (+/- 180 meters Scaled)
 MK0692
 MK0692                          SUPERSEDED SURVEY CONTROL
 MK0692
 MK0692  NGVD 29 (??/??/92)  341.243  (m)         1119.56   (f) ADJ UNCH    2 0
 MK0692
 MK0692.Superseded values are not recommended for survey control.
 MK0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0692.See file dsdata.txt to determine how the superseded data were derived.
 MK0692
 MK0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL286526(NAD 83)
 MK0692_MARKER: DB = BENCH MARK DISK
 MK0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0692_SP_SET: FOUNDATION
 MK0692_STAMPING: N 79 1935
 MK0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0692
 MK0692  HISTORY     - Date     Condition        Report By
 MK0692  HISTORY     - 1935     MONUMENTED       CGS
 MK0692
 MK0692                          STATION DESCRIPTION
 MK0692
 MK0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0692'0.2 MI S FROM MELIA.
 MK0692'3.8 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0692'RAILROAD FROM THE STATION AT GRETNA, SARPY COUNTY, 0.2 MILE SOUTH
 MK0692'OF THE STATION SIGN AT MELIA, AT A SIGNAL TOWER, IN THE TOP OF THE
 MK0692'SOUTHEAST CORNER OF THE FOUNDATION, 35.6 FEET EAST OF A FENCE, 7.8
 MK0692'FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE TRACK.  A STANDARD
 MK0692'DISK, STAMPED N 79 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0405 ***********************************************************************
 LG0405  DESIGNATION -  N 80
 LG0405  PID         -  LG0405
 LG0405  STATE/COUNTY-  NE/LANCASTER
 LG0405  USGS QUAD   -  EMERALD (1978)
 LG0405
 LG0405                         *CURRENT SURVEY CONTROL
 LG0405  ___________________________________________________________________
 LG0405* NAD 83(1986)-  40 49 06.     (N)    096 50 40.     (W)     SCALED    
 LG0405* NAVD 88     -       377.259  (meters)    1237.72   (feet)  ADJUSTED  
 LG0405  ___________________________________________________________________
 LG0405  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 LG0405  DYNAMIC HT  -         377.081 (meters)    1237.14  (feet)  COMP
 LG0405  MODELED GRAV-     980,140.6   (mgal)                       NAVD 88
 LG0405
 LG0405  VERT ORDER  -  SECOND    CLASS 0
 LG0405
 LG0405.The horizontal coordinates were scaled from a topographic map and have
 LG0405.an estimated accuracy of +/- 6 seconds.
 LG0405
 LG0405.The orthometric height was determined by differential leveling
 LG0405.and adjusted by the National Geodetic Survey in June 1991..
 LG0405.WARNING-Repeat measurements at this control monument indicate possible
 LG0405.vertical movement.
 LG0405
 LG0405.The geoid height was determined by GEOID03.
 LG0405
 LG0405.The dynamic height is computed by dividing the NAVD 88
 LG0405.geopotential number by the normal gravity value computed on the
 LG0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0405.degrees latitude (g = 980.6199 gals.).
 LG0405
 LG0405.The modeled gravity was interpolated from observed gravity values.
 LG0405
 LG0405;                    North         East    Units  Estimated Accuracy
 LG0405;SPC NE       -   114,220.      766,090.      MT  (+/- 180 meters Scaled)
 LG0405
 LG0405                          SUPERSEDED SURVEY CONTROL
 LG0405
 LG0405  NGVD 29 (??/??/92)  377.132  (m)         1237.31   (f) ADJ UNCH    2 0
 LG0405
 LG0405.Superseded values are not recommended for survey control.
 LG0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0405.See file dsdata.txt to determine how the superseded data were derived.
 LG0405
 LG0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL817208(NAD 83)
 LG0405_MARKER: DB = BENCH MARK DISK
 LG0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0405_STAMPING: N 80 1935
 LG0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0405+STABILITY: SURFACE MOTION
 LG0405
 LG0405  HISTORY     - Date     Condition        Report By
 LG0405  HISTORY     - 1935     MONUMENTED       CGS
 LG0405  HISTORY     - 1959     GOOD             NGS
 LG0405  HISTORY     - 1968     MARK NOT FOUND   USGS
 LG0405  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0405
 LG0405                          STATION DESCRIPTION
 LG0405
 LG0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LG0405'AT EMERALD.
 LG0405'THE MARK IS LOCATED IN AN AREA KNOWN A WEST EMERALD ALONG THE
 LG0405'C.B. AND Q. R.R. TRACKS.  FROM THE SCHOOLHOUSE AT EMERALD, PROCEED
 LG0405'WEST ON U.S. HIGHWAY 6 0.5 MILES TO A T INTERSECTION OF A GRADED
 LG0405'ROAD LEADING NORTH.  TURN RIGHT ON THE ROAD FOR 0.3 MILE TO
 LG0405'RAILROAD TRACKS.  MARK IS 102.6 FT. EAST OF THE CENTERLINE OF THE
 LG0405'ROAD, 19.5 FT. NORTH OF THE NORTH RAIL, 383 FT. WEST OF MILEPOST
 LG0405'8.  A STANDARD BRONZE DISK STAMPED N 80 1935, SET IN A CONCRETE POST
 LG0405'PROJECTING 6 INCHES ABOVE THE GROUND.
 LG0405
 LG0405                          STATION RECOVERY (1968)
 LG0405
 LG0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LG0405'MARK NOT FOUND.
 LG0405
 LG0405                          STATION RECOVERY (1990)
 LG0405
 LG0405'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0018 ***********************************************************************
 ML0018  DESIGNATION -  N 83
 ML0018  PID         -  ML0018
 ML0018  STATE/COUNTY-  NE/BOONE
 ML0018  USGS QUAD   -  ELGIN (1985)
 ML0018
 ML0018                         *CURRENT SURVEY CONTROL
 ML0018  ___________________________________________________________________
 ML0018* NAD 83(1986)-  41 58 51.     (N)    098 05 08.     (W)     SCALED    
 ML0018* NAVD 88     -       586.918  (meters)    1925.58   (feet)  ADJUSTED  
 ML0018  ___________________________________________________________________
 ML0018  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 ML0018  DYNAMIC HT  -         586.669 (meters)    1924.76  (feet)  COMP
 ML0018  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 ML0018
 ML0018  VERT ORDER  -  SECOND    CLASS 0
 ML0018
 ML0018.The horizontal coordinates were scaled from a topographic map and have
 ML0018.an estimated accuracy of +/- 6 seconds.
 ML0018
 ML0018.The orthometric height was determined by differential leveling
 ML0018.and adjusted by the National Geodetic Survey in June 1991..
 ML0018.WARNING-Repeat measurements at this control monument indicate possible
 ML0018.vertical movement.
 ML0018
 ML0018.The geoid height was determined by GEOID03.
 ML0018
 ML0018.The dynamic height is computed by dividing the NAVD 88
 ML0018.geopotential number by the normal gravity value computed on the
 ML0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0018.degrees latitude (g = 980.6199 gals.).
 ML0018
 ML0018.The modeled gravity was interpolated from observed gravity values.
 ML0018
 ML0018;                    North         East    Units  Estimated Accuracy
 ML0018;SPC NE       -   240,190.      658,600.      MT  (+/- 180 meters Scaled)
 ML0018
 ML0018                          SUPERSEDED SURVEY CONTROL
 ML0018
 ML0018  NGVD 29 (??/??/92)  586.678  (m)         1924.79   (f) ADJ UNCH    2 0
 ML0018
 ML0018.Superseded values are not recommended for survey control.
 ML0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0018.See file dsdata.txt to determine how the superseded data were derived.
 ML0018
 ML0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM757480(NAD 83)
 ML0018_MARKER: DB = BENCH MARK DISK
 ML0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0018_STAMPING: N-83-1935
 ML0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0018+STABILITY: SURFACE MOTION
 ML0018
 ML0018  HISTORY     - Date     Condition        Report By
 ML0018  HISTORY     - 1935     MONUMENTED       CGS
 ML0018  HISTORY     - 1962     MARK NOT FOUND   USGS
 ML0018
 ML0018                          STATION DESCRIPTION
 ML0018
 ML0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0018'0.2 MI S FROM ELGIN.
 ML0018'0.2 MILES SOUTH OF DEPOT.  ALONG THE CHICAGO AND NORTH WESTERN
 ML0018'RAILROAD BETWEEN ELGIN AND ALBION, OPPOSITE THE ELGIN MILLS,
 ML0018'48.3 FEET EAST OF THE EAST RAIL, 15.1 FEET NORTH OF THE CENTER
 ML0018'LINE OF SIDE ROAD, 3.1 FEET WEST OF FENCE.
 ML0018
 ML0018                          STATION RECOVERY (1962)
 ML0018
 ML0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ML0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1630 ***********************************************************************
 MK1630  DESIGNATION -  N 84
 MK1630  PID         -  MK1630
 MK1630  STATE/COUNTY-  NE/PLATTE
 MK1630  USGS QUAD   -  NEWMAN GROVE (1985)
 MK1630
 MK1630                         *CURRENT SURVEY CONTROL
 MK1630  ___________________________________________________________________
 MK1630* NAD 83(1986)-  41 44 33.     (N)    097 48 45.     (W)     SCALED    
 MK1630* NAVD 88     -       540.052  (meters)    1771.82   (feet)  ADJUSTED  
 MK1630  ___________________________________________________________________
 MK1630  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 MK1630  DYNAMIC HT  -         539.830 (meters)    1771.09  (feet)  COMP
 MK1630  MODELED GRAV-     980,193.5   (mgal)                       NAVD 88
 MK1630
 MK1630  VERT ORDER  -  SECOND    CLASS 0
 MK1630
 MK1630.The horizontal coordinates were scaled from a topographic map and have
 MK1630.an estimated accuracy of +/- 6 seconds.
 MK1630
 MK1630.The orthometric height was determined by differential leveling
 MK1630.and adjusted by the National Geodetic Survey in June 1991..
 MK1630
 MK1630.The geoid height was determined by GEOID03.
 MK1630
 MK1630.The dynamic height is computed by dividing the NAVD 88
 MK1630.geopotential number by the normal gravity value computed on the
 MK1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1630.degrees latitude (g = 980.6199 gals.).
 MK1630
 MK1630.The modeled gravity was interpolated from observed gravity values.
 MK1630
 MK1630;                    North         East    Units  Estimated Accuracy
 MK1630;SPC NE       -   214,270.      681,890.      MT  (+/- 180 meters Scaled)
 MK1630
 MK1630                          SUPERSEDED SURVEY CONTROL
 MK1630
 MK1630  NGVD 29 (??/??/92)  539.856  (m)         1771.18   (f) ADJ UNCH    2 0
 MK1630
 MK1630.Superseded values are not recommended for survey control.
 MK1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1630.See file dsdata.txt to determine how the superseded data were derived.
 MK1630
 MK1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM987218(NAD 83)
 MK1630_MARKER: DB = BENCH MARK DISK
 MK1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1630_STAMPING: N-84-1935
 MK1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1630+STABILITY: SURFACE MOTION
 MK1630
 MK1630  HISTORY     - Date     Condition        Report By
 MK1630  HISTORY     - 1935     MONUMENTED       CGS
 MK1630  HISTORY     - 1950     MARK NOT FOUND   NGS
 MK1630
 MK1630                          STATION DESCRIPTION
 MK1630
 MK1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1630'1.9 MI W FROM NEWMAN GROVE.
 MK1630'1.9 MILES WEST OF NEWMAN GROVE.  ALONG THE CHICAGO AND NORTH
 MK1630'WESTERN RAILROAD BETWEEN ALBION AND HUMPHREY, ABOUT 0.3 MILES
 MK1630'SW OF WHITE FARM BUILDING, 123.7 FEET NORTHEAST OF RAILROAD
 MK1630'CROSSING, 43.7 FEET SE OF THE SE RAIL, 3.8 FEET NW OF FENCE.
 MK1630
 MK1630                          STATION RECOVERY (1950)
 MK1630
 MK1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK1630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1191 ***********************************************************************
 MK1191  DESIGNATION -  N 86 RESET
 MK1191  PID         -  MK1191
 MK1191  STATE/COUNTY-  NE/PLATTE
 MK1191  USGS QUAD   -  HUMPHREY (1976)
 MK1191
 MK1191                         *CURRENT SURVEY CONTROL
 MK1191  ___________________________________________________________________
 MK1191* NAD 83(1986)-  41 42 02.     (N)    097 27 24.     (W)     SCALED    
 MK1191* NAVD 88     -       504.78   (meters)    1656.1    (feet)  RESET     
 MK1191  ___________________________________________________________________
 MK1191  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 MK1191
 MK1191  VERT ORDER  -  THIRD
 MK1191
 MK1191.The horizontal coordinates were scaled from a topographic map and have
 MK1191.an estimated accuracy of +/- 6 seconds.
 MK1191
 MK1191.The orthometric height was computed from unverified reset data.
 MK1191
 MK1191.The geoid height was determined by GEOID03.
 MK1191
 MK1191;                    North         East    Units  Estimated Accuracy
 MK1191;SPC NE       -   210,420.      711,600.      MT  (+/- 180 meters Scaled)
 MK1191
 MK1191                          SUPERSEDED SURVEY CONTROL
 MK1191
 MK1191  NGVD 29 (??/??/??)  504.58   (m)         1655.4    (f) RESET       3  
 MK1191
 MK1191.Superseded values are not recommended for survey control.
 MK1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1191.See file dsdata.txt to determine how the superseded data were derived.
 MK1191
 MK1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM284176(NAD 83)
 MK1191_MARKER: DB = BENCH MARK DISK
 MK1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1191_STAMPING: N 86 RESET 1956
 MK1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1191+STABILITY: SURFACE MOTION
 MK1191
 MK1191  HISTORY     - Date     Condition        Report By
 MK1191  HISTORY     - 1956     MONUMENTED       NEDR
 MK1191
 MK1191                          STATION DESCRIPTION
 MK1191
 MK1191'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1956
 MK1191'1.7 MI NE FROM HUMPHREY.
 MK1191'1.7 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK1191'FROM THE STATION AT HUMPHREY, PLATTE COUNTY, 131 FEET SOUTHWEST
 MK1191'OF THE CENTER OF A POWER POLE, 99 FEET WEST OF THE CENTER OF
 MK1191'A TELEPHONE POLE, 62.7 FEET NORTHWEST OF A NAIL IN A RAILROAD
 MK1191'CROSSING SIGN, AND 3 FEET NORTHEAST OF THE EDGE OF A POWER POLE.
 MK1191'ALL THE TIES ARE NORTH OF THE CENTERLINE OF U.S. HIGHWAY 91.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1165 ***********************************************************************
 MK1165  DESIGNATION -  N 87
 MK1165  PID         -  MK1165
 MK1165  STATE/COUNTY-  NE/STANTON
 MK1165  USGS QUAD   -  STANTON SE (1966)
 MK1165
 MK1165                         *CURRENT SURVEY CONTROL
 MK1165  ___________________________________________________________________
 MK1165* NAD 83(1986)-  41 45 18.     (N)    097 03 58.     (W)     SCALED    
 MK1165* NAVD 88     -       510.190  (meters)    1673.85   (feet)  ADJUSTED  
 MK1165  ___________________________________________________________________
 MK1165  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 MK1165  DYNAMIC HT  -         509.985 (meters)    1673.18  (feet)  COMP
 MK1165  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 MK1165
 MK1165  VERT ORDER  -  SECOND    CLASS 0
 MK1165
 MK1165.The horizontal coordinates were scaled from a topographic map and have
 MK1165.an estimated accuracy of +/- 6 seconds.
 MK1165
 MK1165.The orthometric height was determined by differential leveling
 MK1165.and adjusted by the National Geodetic Survey in June 1991..
 MK1165
 MK1165.The geoid height was determined by GEOID03.
 MK1165
 MK1165.The dynamic height is computed by dividing the NAVD 88
 MK1165.geopotential number by the normal gravity value computed on the
 MK1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1165.degrees latitude (g = 980.6199 gals.).
 MK1165
 MK1165.The modeled gravity was interpolated from observed gravity values.
 MK1165
 MK1165;                    North         East    Units  Estimated Accuracy
 MK1165;SPC NE       -   217,490.      743,880.      MT  (+/- 180 meters Scaled)
 MK1165
 MK1165                          SUPERSEDED SURVEY CONTROL
 MK1165
 MK1165  NGVD 29 (??/??/92)  510.008  (m)         1673.25   (f) ADJ UNCH    2 0
 MK1165
 MK1165.Superseded values are not recommended for survey control.
 MK1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1165.See file dsdata.txt to determine how the superseded data were derived.
 MK1165
 MK1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM607243(NAD 83)
 MK1165_MARKER: DB = BENCH MARK DISK
 MK1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1165_STAMPING: N-87-1935
 MK1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1165+STABILITY: SURFACE MOTION
 MK1165
 MK1165  HISTORY     - Date     Condition        Report By
 MK1165  HISTORY     - 1935     MONUMENTED       CGS
 MK1165  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK1165
 MK1165                          STATION DESCRIPTION
 MK1165
 MK1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1165'5 MI NE FROM CLARKSON.
 MK1165'5.0 MILES NORTHEAST OF CLARKSON BY HIGHWAY.  ALONG STATE HIGHWAY
 MK1165'NO. 15 BETWEEN SCHUYLER AND PILGER, 2.0 MILES NORTH OF JUNCTION
 MK1165'OF HIGHWAY 15 WITH HIGHWAY 91, 51.5 FEET NORTHEAST OF ROAD
 MK1165'INTERSECTION, 38.8 FEET EAST OF THE CENTER LINE OF HIGHWAY,
 MK1165'22.5 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD.  7.4 FEET
 MK1165'NORTH OF CORNER POST, 2.6 FEET WEST OF FENCE.
 MK1165
 MK1165                          STATION RECOVERY (1966)
 MK1165
 MK1165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1166 ***********************************************************************
 MK1166  DESIGNATION -  N 87 RESET
 MK1166  PID         -  MK1166
 MK1166  STATE/COUNTY-  NE/COLFAX
 MK1166  USGS QUAD   -  STANTON SE (1966)
 MK1166
 MK1166                         *CURRENT SURVEY CONTROL
 MK1166  ___________________________________________________________________
 MK1166* NAD 83(1986)-  41 45 28.     (N)    097 03 28.     (W)     SCALED    
 MK1166* NAVD 88     -       509.54   (meters)    1671.7    (feet)  RESET     
 MK1166  ___________________________________________________________________
 MK1166  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 MK1166
 MK1166  VERT ORDER  -  THIRD
 MK1166
 MK1166.The horizontal coordinates were scaled from a topographic map and have
 MK1166.an estimated accuracy of +/- 6 seconds.
 MK1166
 MK1166.The orthometric height was computed from unverified reset data.
 MK1166
 MK1166.The geoid height was determined by GEOID03.
 MK1166
 MK1166;                    North         East    Units  Estimated Accuracy
 MK1166;SPC NE       -   217,820.      744,560.      MT  (+/- 180 meters Scaled)
 MK1166
 MK1166                          SUPERSEDED SURVEY CONTROL
 MK1166
 MK1166  NGVD 29 (??/??/??)  509.36   (m)         1671.1    (f) RESET       3  
 MK1166
 MK1166.Superseded values are not recommended for survey control.
 MK1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1166.See file dsdata.txt to determine how the superseded data were derived.
 MK1166
 MK1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM614247(NAD 83)
 MK1166_MARKER: DB = BENCH MARK DISK
 MK1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1166_STAMPING: N 87 RESET 1964
 MK1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1166+STABILITY: SURFACE MOTION
 MK1166
 MK1166  HISTORY     - Date     Condition        Report By
 MK1166  HISTORY     - 1964     MONUMENTED       CGS
 MK1166
 MK1166                          STATION DESCRIPTION
 MK1166
 MK1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MK1166'6 MI NE FROM CLARKSON.
 MK1166'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 91 FROM CLARKSON, THENCE
 MK1166'3.0 MILES NORTH ALONG STATE HIGHWAY 15, AT A COUNTY-ROAD
 MK1166'INTERSECTION, 80.7 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 MK1166'34.0 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 1.5 FEET
 MK1166'NORTH OF A FENCE AND 11.2 FEET WEST OF A TELEPHONE POLE AND SET
 MK1166'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0098 ***********************************************************************
 LG0098  DESIGNATION -  N 88
 LG0098  PID         -  LG0098
 LG0098  STATE/COUNTY-  NE/CASS
 LG0098  USGS QUAD   -  AVOCA (1966)
 LG0098
 LG0098                         *CURRENT SURVEY CONTROL
 LG0098  ___________________________________________________________________
 LG0098* NAD 83(1986)-  40 47 43.     (N)    096 07 14.     (W)     SCALED    
 LG0098* NAVD 88     -       357.245  (meters)    1172.06   (feet)  ADJUSTED  
 LG0098  ___________________________________________________________________
 LG0098  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 LG0098  DYNAMIC HT  -         357.084 (meters)    1171.53  (feet)  COMP
 LG0098  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 LG0098
 LG0098  VERT ORDER  -  SECOND    CLASS 0
 LG0098
 LG0098.The horizontal coordinates were scaled from a topographic map and have
 LG0098.an estimated accuracy of +/- 6 seconds.
 LG0098
 LG0098.The orthometric height was determined by differential leveling
 LG0098.and adjusted by the National Geodetic Survey in June 1991..
 LG0098.WARNING-Repeat measurements at this control monument indicate possible
 LG0098.vertical movement.
 LG0098
 LG0098.The geoid height was determined by GEOID03.
 LG0098
 LG0098.The dynamic height is computed by dividing the NAVD 88
 LG0098.geopotential number by the normal gravity value computed on the
 LG0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0098.degrees latitude (g = 980.6199 gals.).
 LG0098
 LG0098.The modeled gravity was interpolated from observed gravity values.
 LG0098
 LG0098;                    North         East    Units  Estimated Accuracy
 LG0098;SPC NE       -   114,150.      827,210.      MT  (+/- 180 meters Scaled)
 LG0098
 LG0098                          SUPERSEDED SURVEY CONTROL
 LG0098
 LG0098  NGVD 29 (??/??/92)  357.148  (m)         1171.74   (f) ADJ UNCH    2 0
 LG0098
 LG0098.Superseded values are not recommended for survey control.
 LG0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0098.See file dsdata.txt to determine how the superseded data were derived.
 LG0098
 LG0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL429200(NAD 83)
 LG0098_MARKER: DB = BENCH MARK DISK
 LG0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0098_STAMPING: N 88 1935
 LG0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0098+STABILITY: SURFACE MOTION
 LG0098
 LG0098  HISTORY     - Date     Condition        Report By
 LG0098  HISTORY     - 1935     MONUMENTED       CGS
 LG0098  HISTORY     - 1961     GOOD             NGS
 LG0098  HISTORY     - 1964     GOOD             USGS
 LG0098  HISTORY     - 1987     MARK NOT FOUND   NGS
 LG0098
 LG0098                          STATION DESCRIPTION
 LG0098
 LG0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0098'AT AVOCA.
 LG0098'AT AVOCA, CASS COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 42.8
 LG0098'FEET SOUTH OF THE SOUTHEAST CORNER OF THE STATION, IN THE
 LG0098'RAILROAD PARK, 25.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LG0098'A COAL SHED, AND 24.7 FEET WEST OF THE WEST RAIL.  A STANDARD
 LG0098'DISK, STAMPED N 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0098
 LG0098                          STATION RECOVERY (1964)
 LG0098
 LG0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0098'RECOVERED IN GOOD CONDITION.
 LG0098
 LG0098                          STATION RECOVERY (1987)
 LG0098
 LG0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LG0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0087 ***********************************************************************
 MN0087  DESIGNATION -  N 9
 MN0087  PID         -  MN0087
 MN0087  STATE/COUNTY-  NE/CHEYENNE
 MN0087  USGS QUAD   -  GURLEY (1972)
 MN0087
 MN0087                         *CURRENT SURVEY CONTROL
 MN0087  ___________________________________________________________________
 MN0087* NAD 83(1986)-  41 19 16.     (N)    102 58 25.     (W)     SCALED    
 MN0087* NAVD 88     -      1306.743  (meters)    4287.21   (feet)  ADJUSTED  
 MN0087  ___________________________________________________________________
 MN0087  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 MN0087  DYNAMIC HT  -        1305.827 (meters)    4284.20  (feet)  COMP
 MN0087  MODELED GRAV-     979,877.1   (mgal)                       NAVD 88
 MN0087
 MN0087  VERT ORDER  -  FIRST     CLASS II
 MN0087
 MN0087.The horizontal coordinates were scaled from a topographic map and have
 MN0087.an estimated accuracy of +/- 6 seconds.
 MN0087
 MN0087.The orthometric height was determined by differential leveling
 MN0087.and adjusted by the National Geodetic Survey in June 1991..
 MN0087
 MN0087.The geoid height was determined by GEOID03.
 MN0087
 MN0087.The dynamic height is computed by dividing the NAVD 88
 MN0087.geopotential number by the normal gravity value computed on the
 MN0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0087.degrees latitude (g = 980.6199 gals.).
 MN0087
 MN0087.The modeled gravity was interpolated from observed gravity values.
 MN0087
 MN0087;                    North         East    Units  Estimated Accuracy
 MN0087;SPC NE       -   169,460.      251,170.      MT  (+/- 180 meters Scaled)
 MN0087
 MN0087                          SUPERSEDED SURVEY CONTROL
 MN0087
 MN0087  NGVD 29 (??/??/92) 1306.101  (m)         4285.10   (f) ADJ UNCH    1 2
 MN0087
 MN0087.Superseded values are not recommended for survey control.
 MN0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0087.See file dsdata.txt to determine how the superseded data were derived.
 MN0087
 MN0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF695763(NAD 83)
 MN0087_MARKER: DB = BENCH MARK DISK
 MN0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0087_SP_SET: CONCRETE POST
 MN0087_STAMPING: N 9 1933 4285.100
 MN0087_MARK LOGO: CGS   
 MN0087_PROJECTION: PROJECTING 5 CENTIMETERS
 MN0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0087+STABILITY: SURFACE MOTION
 MN0087
 MN0087  HISTORY     - Date     Condition        Report By
 MN0087  HISTORY     - 1933     MONUMENTED       CGS
 MN0087  HISTORY     - 1934     GOOD             NGS
 MN0087  HISTORY     - 1985     GOOD             NGS
 MN0087
 MN0087                          STATION DESCRIPTION
 MN0087
 MN0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0087'AT GURLEY.
 MN0087'AT GURLEY, CHEYENNE COUNTY, 52 FEET NORTH OF THE CHICAGO,
 MN0087'BURLINGTON AND QUINCY RAILROAD STATION, 73 FEET WEST OF THE
 MN0087'CENTERLINE OF STATE HIGHWAY 19, 17 FEET EAST OF THE EAST RAIL,
 MN0087'AND AT THE SOUTHWEST CORNER OF THE SMALL PARK JUST NORTH OF THE
 MN0087'STATION.  A STANDARD DISK, STAMPED 4285.100 N 9 1933 AND SET IN
 MN0087'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MN0087
 MN0087                          STATION RECOVERY (1985)
 MN0087
 MN0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0087'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN GURLEY, AT
 MN0087'THE SITE OF THE OLD RAILROAD STATION, WHICH HAS BEEN TORN DOWN AND IS
 MN0087'NOW A SMALL CITY PARK, 22.3 METERS (73 FT) WEST OF THE HIGHWAY
 MN0087'CENTERLINE, 5.2 METERS (17 FT) EAST OF THE EAST RAIL, 15.9 METERS (52
 MN0087'FT) NORTH OF THE OLD RAILROAD STATION FOUNDATION AND 18.3 METERS (6
 MN0087'FT) SOUTHWEST OF A 24-INCH ELM TREE.
 MN0087'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1108 ***********************************************************************
 ML1108  DESIGNATION -  N MON
 ML1108  PID         -  ML1108
 ML1108  STATE/COUNTY-  NE/SHERMAN
 ML1108  USGS QUAD   -  ASHTON (1954)
 ML1108
 ML1108                         *CURRENT SURVEY CONTROL
 ML1108  ___________________________________________________________________
 ML1108* NAD 83(1995)-  41 08 00.44234(N)    098 50 03.76935(W)     ADJUSTED  
 ML1108* NAVD 88     -       636.     (meters)    2087.     (feet)  SCALED    
 ML1108  ___________________________________________________________________
 ML1108  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 ML1108  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ML1108
 ML1108  HORZ ORDER  -  THIRD
 ML1108
 ML1108.The horizontal coordinates were established by classical geodetic methods
 ML1108.and adjusted by the National Geodetic Survey in August 1997..
 ML1108
 ML1108.The orthometric height was scaled from a topographic map.
 ML1108
 ML1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1108
 ML1108.The geoid height was determined by GEOID03.
 ML1108
 ML1108;                    North         East     Units Scale Factor Converg.
 ML1108;SPC NE       -   145,006.820   597,837.222   MT  0.99967959   +0 46 20.8
 ML1108;UTM  14      - 4,553,585.355   513,900.734   MT  0.99960238   +0 06 32.2
 ML1108
 ML1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1108!SPC NE       -   0.99990401  x   0.99967959  =   0.99958363
 ML1108!UTM  14      -   0.99990401  x   0.99960238  =   0.99950643
 ML1108
 ML1108|---------------------------------------------------------------------|
 ML1108| PID    Reference Object                     Distance      Geod. Az  |
 ML1108|                                                           dddmmss.s |
 ML1108| CO1911 N MON RM 1                            8.836 METERS 09223     |
 ML1108| CO1910 S MON                                              2181501.9 |
 ML1108| CO1912 N MON RM 2                            8.421 METERS 35717     |
 ML1108|---------------------------------------------------------------------|
 ML1108
 ML1108                          SUPERSEDED SURVEY CONTROL
 ML1108
 ML1108  NAD 83(1986)-  41 08 00.45034(N)    098 50 03.77185(W) AD(       ) 3
 ML1108  NAD 27      -  41 08 00.40800(N)    098 50 02.48200(W) AD(       ) 3
 ML1108
 ML1108.Superseded values are not recommended for survey control.
 ML1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1108.See file dsdata.txt to determine how the superseded data were derived.
 ML1108
 ML1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1390153585(NAD 83)
 ML1108_MARKER: DB = BENCH MARK DISK
 ML1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1108
 ML1108  HISTORY     - Date     Condition        Report By
 ML1108  HISTORY     - 1951     MONUMENTED       BOR
 ML1108
 ML1108                          STATION DESCRIPTION
 ML1108
 ML1108'DESCRIBED BY US BUREAU OF RECLAMATION 1951 (RLE)
 ML1108'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF ROCKVILLE ON
 ML1108'THE SOUTH SLOPE OF A NORTH-SOUTH RIDGE, 190 FEET SOUTH OF A
 ML1108'T FENCE CORNER, 4 FEET NORTHEAST OF A WITNESS POST AND 3 FEET
 ML1108'EAST OF A NORTH-SOUTH FENCE LINE.  IT IS A STANDARD USBR BENCH
 ML1108'MARK DISK SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 ML1108'4 INCHES AND IS STAMPED N MON.
 ML1108'
 ML1108'REFERENCE MARK NO. 1 IS 30 FEET EAST OF A NORTH-SOUTH FENCE
 ML1108'LINE AND WITNESS POST AND IS ON THE SAME ELEVATION AS THE
 ML1108'STATION.  IT IS STAMPED N MON NO 1 1951 AND PROJECTS 4 INCHES.
 ML1108'
 ML1108'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF PASTURE, 30 FEET
 ML1108'NORTH OF A WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 ML1108'LINE.  IT IS STAMPED N MON NO 2 1951 AND PROJECTS 4 INCHES.
 ML1108'
 ML1108'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 41.78
 ML1108'FEET.
 ML1108'
 ML1108'THE AZIMUTH MARK (S MON (USBR)) IS IN AN OPEN PASTURE ON THE
 ML1108'NORTH SLOPE OF A HILL, 130 FEET EAST-SOUTHEAST OF A FENCE
 ML1108'CORNER AND 2 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD
 ML1108'USBR BENCH MARK DISK SET IN TOP OF A 12 INCH SQUARE CONCRETE
 ML1108'POST PROJECTING 3 INCHES AND IS STAMPED S MON.
 ML1108'
 ML1108'TO REACH THE STATION FROM THE POST OFFICE IN ROCKVILLE, GO
 ML1108'NORTH FOR 0.2 MILE TO A T INTERSECTION, TURN LEFT AND GO WEST
 ML1108'FOR 0.15 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO NORTH ON
 ML1108'DIRT ROAD FOR 0.3 MILE TO A POINT WHERE ROAD CURVES WEST.  LEAVE
 ML1108'ROAD AND GO NORTHEAST ACROSS FIELD TOWARD WINDMILL FOR 0.2
 ML1108'MILE TO A WIRE GATE IN EAST-WEST FENCE LINE, ABOUT 75 YARDS
 ML1108'SOUTHWEST OF WINDMILL, PASS THROUGH GATE AND GO NORTHWEST UP
 ML1108'RIDGE FOR 0.35 MILE TO STATION IN WEST EDGE OF PASTURE AS
 ML1108'DESCRIBED.
 ML1108'
 ML1108'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN ROCKVILLE,
 ML1108'GO SOUTH FOR 1 BLOCK, TURN RIGHT AND GO WEST, SOUTH AND WEST
 ML1108'ON STATE HIGHWAY 68 FOR 0.6 MILE TO A POINT WHERE HIGHWAY CURVES
 ML1108'SOUTH ACROSS MIDDLE LOUP RIVER.  CONTINUE SOUTH AND WEST ON
 ML1108'HIGHWAY FOR 1.5 MILES TO A CROSSROAD, TURN RIGHT AND GO
 ML1108'NORTH ON DIRT ROAD FOR 0.2 MILE TO A FENCE CORNER ON RIGHT,
 ML1108'TURN RIGHT AND GO EAST ALONG SOUTH SIDE OF FENCE FOR 0.1
 ML1108'MILE TO A FENCE CORNER.  AZIMUTH IS JUST EAST IN PASTURE
 ML1108'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0415 ***********************************************************************
 MM0415  DESIGNATION -  N PLATTE CITY POLICE RAD MAST
 MM0415  PID         -  MM0415
 MM0415  STATE/COUNTY-  NE/LINCOLN
 MM0415  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0415
 MM0415                         *CURRENT SURVEY CONTROL
 MM0415  ___________________________________________________________________
 MM0415* NAD 83(1995)-  41 08 29.53895(N)    100 45 27.09116(W)     ADJUSTED  
 MM0415* NAVD 88     -                                                        
 MM0415  ___________________________________________________________________
 MM0415  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 MM0415  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 MM0415
 MM0415  HORZ ORDER  -  THIRD
 MM0415
 MM0415.The horizontal coordinates were established by classical geodetic methods
 MM0415.and adjusted by the National Geodetic Survey in August 1997..
 MM0415
 MM0415
 MM0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0415
 MM0415.The geoid height was determined by GEOID03.
 MM0415
 MM0415;                    North         East     Units Scale Factor Converg.
 MM0415;SPC NE       -   145,523.134   436,423.251   MT  0.99967869   -0 30 07.2
 MM0415;UTM  14      - 4,555,957.988   352,502.926   MT  0.99986776   -1 09 23.5
 MM0415
 MM0415                          SUPERSEDED SURVEY CONTROL
 MM0415
 MM0415  NAD 83(1986)-  41 08 29.54358(N)    100 45 27.09807(W) AD(       ) 4
 MM0415  NAD 27      -  41 08 29.55898(N)    100 45 25.57570(W) AD(       ) 3
 MM0415
 MM0415.Superseded values are not recommended for survey control.
 MM0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0415.See file dsdata.txt to determine how the superseded data were derived.
 MM0415
 MM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5250355958(NAD 83)
 MM0415_MARKER: 42 = RADIO/TV MAST
 MM0415
 MM0415  HISTORY     - Date     Condition        Report By
 MM0415  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0415  HISTORY     - 20010418 MARK NOT FOUND   USPSQD
 MM0415
 MM0415                          STATION DESCRIPTION
 MM0415
 MM0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0415'THE STATION IS LOCATED IN A FENCED AREA JUST WEST OF THE CITY
 MM0415'POLICE DEPARTMENT BUILDING AT THE CORNER OF N. WALNUT STREET
 MM0415'AND EAST 8 TH STREET IN NORTH PLATTE.  IT IS A STEEL TRUSS
 MM0415'STRUCTURE SUPPORTED BY GUY CABLES, IS PAINTED ALTERNATELY RED
 MM0415'AND WHITE WITH A 12.0 FOOT TUBULAR ANTENNAE AT THE TOP OF THE
 MM0415'MAST AND HAS AN OVER-ALL HEIGHT OF 90.0 FEET.
 MM0415'
 MM0415'THE POINT OBSERVED UPON WAS THE TOP OF THE ANTENNAE AT THE
 MM0415'TOP OF THE MAST.
 MM0415
 MM0415                          STATION RECOVERY (2001)
 MM0415
 MM0415'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 MM0415'LOCATION IS NOW A CONSTRUCTION SITE. ANTENNAS ARE NOW ON TOP OF CITY
 MM0415'WATER TOWER AT E 8TH STREET AND CHESTNUT SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0405 ***********************************************************************
 MM0405  DESIGNATION -  N PLATTE STATE POLICE RAD MAST
 MM0405  PID         -  MM0405
 MM0405  STATE/COUNTY-  NE/LINCOLN
 MM0405  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0405
 MM0405                         *CURRENT SURVEY CONTROL
 MM0405  ___________________________________________________________________
 MM0405* NAD 83(1995)-  41 11 24.85654(N)    100 44 57.94815(W)     ADJUSTED  
 MM0405* NAVD 88     -                                                        
 MM0405  ___________________________________________________________________
 MM0405  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MM0405  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 MM0405
 MM0405  HORZ ORDER  -  THIRD
 MM0405
 MM0405.The horizontal coordinates were established by classical geodetic methods
 MM0405.and adjusted by the National Geodetic Survey in August 1997..
 MM0405
 MM0405
 MM0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0405
 MM0405.The geoid height was determined by GEOID03.
 MM0405
 MM0405;                    North         East     Units Scale Factor Converg.
 MM0405;SPC NE       -   150,923.666   437,149.510   MT  0.99967368   -0 29 47.9
 MM0405;UTM  14      - 4,561,350.889   353,291.033   MT  0.99986490   -1 09 08.3
 MM0405
 MM0405                          SUPERSEDED SURVEY CONTROL
 MM0405
 MM0405  NAD 83(1986)-  41 11 24.86109(N)    100 44 57.95537(W) AD(       ) 4
 MM0405  NAD 27      -  41 11 24.86644(N)    100 44 56.43358(W) AD(       ) 3
 MM0405
 MM0405.Superseded values are not recommended for survey control.
 MM0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0405.See file dsdata.txt to determine how the superseded data were derived.
 MM0405
 MM0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5329161351(NAD 83)
 MM0405_MARKER: 42 = RADIO/TV MAST
 MM0405
 MM0405  HISTORY     - Date     Condition        Report By
 MM0405  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0405  HISTORY     - 1958     GOOD             CGS
 MM0405  HISTORY     - 1967     GOOD             NEDR
 MM0405
 MM0405                          STATION DESCRIPTION
 MM0405
 MM0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0405'THE STATION IS LOCATED ON TOP OF A PROMINENT HILL 3.0 MILES
 MM0405'NORTH OF NORTH PLATTE AND ABOUT 400.0 FEET EAST OF U.S. HIGHWAY
 MM0405'NO. 83.  IT IS A SELF SUPPORTING FOUR-LEGGED STEEL STRUCTURE,
 MM0405'IS PAINTED ALTERNATELY RED AND WHITE WITH A RED FLASHING LIGHT
 MM0405'AT THE TOP OF THE MAST AND HAS AN OVER-ALL HEIGHT OF 300.0
 MM0405'FEET.
 MM0405'
 MM0405'THE POINT OBSERVED UPON WAS THE RED FLASHING LIGHT AT THE TOP
 MM0405'OF THE MAST.
 MM0405'
 MM0405'TO REACH THE STATION FROM THE STOP LIGHT AT THE JUNCTION OF
 MM0405'U.S. HIGHWAY NO. 30 AND U.S. HIGHWAY NO. 83 IN THE NORTHWEST
 MM0405'PART OF NORTH PLATTE, GO NORTH ON U.S. HIGHWAY NO. 83 FOR 3.0
 MM0405'MILES TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT AS
 MM0405'DESCRIBED.
 MM0405
 MM0405                          STATION RECOVERY (1958)
 MM0405
 MM0405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MM0405'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MM0405'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 MM0405
 MM0405                          STATION RECOVERY (1967)
 MM0405
 MM0405'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0405'STATION WAS FOUND AS DESCRIBED AND IS IN GOOD CONDITION.  IT
 MM0405'IS BELIEVED TO BE THE SAME AS IN 1951.
 MM0405'
 MM0405'TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0047 ***********************************************************************
 LH0047  DESIGNATION -  N RESET
 LH0047  PID         -  LH0047
 LH0047  STATE/COUNTY-  NE/HALL
 LH0047  USGS QUAD   -  DONIPHAN (1993)
 LH0047
 LH0047                         *CURRENT SURVEY CONTROL
 LH0047  ___________________________________________________________________
 LH0047* NAD 83(1986)-  40 50 44.     (N)    098 22 06.     (W)     SCALED    
 LH0047* NAVD 88     -       571.28   (meters)    1874.3    (feet)  RESET     
 LH0047  ___________________________________________________________________
 LH0047  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 LH0047
 LH0047  VERT ORDER  -  THIRD
 LH0047
 LH0047.The horizontal coordinates were scaled from a topographic map and have
 LH0047.an estimated accuracy of +/- 6 seconds.
 LH0047
 LH0047.The orthometric height was computed from unverified reset data.
 LH0047
 LH0047.The geoid height was determined by GEOID03.
 LH0047
 LH0047;                    North         East    Units  Estimated Accuracy
 LH0047;SPC NE       -   113,680.      637,550.      MT  (+/- 180 meters Scaled)
 LH0047
 LH0047                          SUPERSEDED SURVEY CONTROL
 LH0047
 LH0047  NGVD 29 (??/??/??)  571.04   (m)         1873.5    (f) RESET       3  
 LH0047
 LH0047.Superseded values are not recommended for survey control.
 LH0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0047.See file dsdata.txt to determine how the superseded data were derived.
 LH0047
 LH0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL532218(NAD 83)
 LH0047_MARKER: DB = BENCH MARK DISK
 LH0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0047+STABILITY: SURFACE MOTION
 LH0047
 LH0047  HISTORY     - Date     Condition        Report By
 LH0047  HISTORY     - 1961     MONUMENTED       CGS
 LH0047  HISTORY     - 1961     GOOD             NGS
 LH0047  HISTORY     - 1965     GOOD             NGS
 LH0047  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0047
 LH0047                          STATION DESCRIPTION
 LH0047
 LH0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LH0047'5.1 MI N FROM DONIPHAN.
 LH0047'THIS MARK IS LOCATED ABOUT 5.1 MILES NORTH ALONG THE UNION
 LH0047'PACIFIC RAILROAD FROM THE STATION AT DONIPHAN, HALL COUNTY,
 LH0047'ABOUT 100 YARDS NORTH OF RIVER SIDING SIGNPOST, 61 FEET NORTH
 LH0047'OF THE 3RD POLE NORTH OF ROAD CROSSING, 45 FEET EAST OF THE
 LH0047'EAST RAIL OF THE MAIN TRACK, AND 3 FEET SOUTH-SOUTHWEST OF A
 LH0047'FENCE T-INTERSECTION WHICH IS AT THE NORTHWEST CORNER OF A
 LH0047'FARM LOT AND THE SOUTHWEST CORNER OF A GROVE OF TREES.  THE
 LH0047'MARK IS 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE AND PROJECTS
 LH0047'12 INCHES.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE
 LH0047'LETTERS USBM CUT IN THE TOP OF A LIMESTONE POST.
 LH0047
 LH0047                          STATION RECOVERY (1965)
 LH0047
 LH0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LH0047'RECOVERED IN GOOD CONDITION.
 LH0047
 LH0047                          STATION RECOVERY (1991)
 LH0047
 LH0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0047'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4167 ***********************************************************************
 AB4167  SACS        -  This is a Secondary Airport Control Station.
 AB4167  DESIGNATION -  N21 A
 AB4167  PID         -  AB4167
 AB4167  STATE/COUNTY-  NE/OTOE
 AB4167  USGS QUAD   -  JULIAN (1984)
 AB4167
 AB4167                         *CURRENT SURVEY CONTROL
 AB4167  ___________________________________________________________________
 AB4167* NAD 83(1995)-  40 36 08.84467(N)    095 51 42.07645(W)     ADJUSTED  
 AB4167* NAVD 88     -       352.47   (meters)    1156.4    (feet)  GPS OBS   
 AB4167  ___________________________________________________________________
 AB4167  X           -    -495,285.514 (meters)                     COMP
 AB4167  Y           -  -4,824,326.357 (meters)                     COMP
 AB4167  Z           -   4,129,215.027 (meters)                     COMP
 AB4167  LAPLACE CORR-          -8.31  (seconds)                    DEFLEC99
 AB4167  ELLIP HEIGHT-         323.21  (meters)          (12/13/01) GPS OBS
 AB4167  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 AB4167
 AB4167  HORZ ORDER  -  FIRST
 AB4167  ELLP ORDER  -  FOURTH    CLASS I
 AB4167
 AB4167.This mark is at Nebraska City Municipal Airport (N21)
 AB4167
 AB4167.The horizontal coordinates were established by GPS observations
 AB4167.and adjusted by the National Geodetic Survey in August 1998..
 AB4167
 AB4167.The orthometric height was determined by GPS observations and a
 AB4167.high-resolution geoid model.
 AB4167
 AB4167.GPS derived orthometric heights for airport stations designated as
 AB4167.PACS or SACS are published to 2 decimal places.  This maintains
 AB4167.centimeter relative accuracy between the PACS and SACS.  It does
 AB4167.not indicate centimeter accuracy relative to other marks which are
 AB4167.part of the NAVD 88 network.
 AB4167
 AB4167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4167
 AB4167.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4167
 AB4167.The ellipsoidal height was determined by GPS observations
 AB4167.and is referenced to NAD 83.
 AB4167
 AB4167.The geoid height was determined by GEOID03.
 AB4167
 AB4167;                    North         East     Units Scale Factor Converg.
 AB4167;SPC NE       -    93,774.543   850,051.101   MT  0.99978183   +2 44 32.8
 AB4167;UTM  15      - 4,498,564.503   257,871.852   MT  1.00032168   -1 51 47.9
 AB4167
 AB4167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4167!SPC NE       -   0.99994930  x   0.99978183  =   0.99973114
 AB4167!UTM  15      -   0.99994930  x   1.00032168  =   1.00027097
 AB4167
 AB4167                          SUPERSEDED SURVEY CONTROL
 AB4167
 AB4167  ELLIP H (08/21/98)  323.31   (m)                       GP(       ) 4 1
 AB4167
 AB4167.Superseded values are not recommended for survey control.
 AB4167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4167.See file dsdata.txt to determine how the superseded data were derived.
 AB4167
 AB4167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5787298565(NAD 83)
 AB4167_MARKER: I = METAL ROD
 AB4167_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4167_STAMPING: N21 A 1995
 AB4167_MARK LOGO: NGS   
 AB4167_PROJECTION: FLUSH
 AB4167_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4167+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2006
 AB4167_ROD/PIPE-DEPTH: 8.5  meters
 AB4167_SLEEVE-DEPTH  : 1 meters
 AB4167
 AB4167  HISTORY     - Date     Condition        Report By
 AB4167  HISTORY     - 1995     MONUMENTED       NGS
 AB4167  HISTORY     - 19970811 GOOD             NGS
 AB4167  HISTORY     - 20060105 GOOD             NDA
 AB4167
 AB4167                          STATION DESCRIPTION
 AB4167
 AB4167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4167'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH OF JULIAN, 3.3 MI
 AB4167'(5.3 KM) SOUTH OF NEBRASKA CITY AND AT THE NEBRASKA CITY AIRPORT, NEAR
 AB4167'THE APPROACH END OF RUNWAY 33.  OWNERSHIP--NEBRASKA CITY AIRPORT
 AB4167'AUTHORITY.  AIRPORT MANAGER IS DICK RHEINHART, PHONE (402) 873-6971.
 AB4167'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 SOUTH AND
 AB4167'STATE HIGHWAY 2 ON THE SOUTH SIDE OF NEBRASKA CITY, GO SOUTH ON US
 AB4167'HIGHWAY 75 FOR 3.35 MI (5.39 KM) TO THE TOP OF A HILL AND A GRAVEL
 AB4167'ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR
 AB4167'0.1 MI (0.2 KM) TO A GATE AHEAD, PASS THROUGH GATE, CONTINUE AHEAD AND
 AB4167'GO WESTERLY THEN SOUTHWESTERLY ON THE APRON THEN THE CONNECTOR TAXIWAY
 AB4167'FOR 0.15 MI (0.24 KM) TO THE PAVED RUNWAY, TURN LEFT AND GO
 AB4167'SOUTH-SOUTHEAST ON THE RUNWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON
 AB4167'THE LEFT, IN LINE WITH THE NORTH-NORTHWEST EDGE OF THE AIRPORT
 AB4167'TURNAROUND PAVEMENT.  THE STATION IS 207.0 FT (63.1 M) EAST-NORTHEAST
 AB4167'OF THE RUNWAY CENTER, 82.5 FT (25.1 M) NORTH-NORTHWEST OF THE
 AB4167'CONNECTOR TAXIWAY CENTER, 67.8 FT (20.7 M) EAST-SOUTHEAST OF THE
 AB4167'SOUTHWEST END OF A CULVERT, 13.3 FT (4.1 M) WEST-SOUTHWEST OF THE WEST
 AB4167'CORNER OF THE TURNAROUND PAVEMENT AND 10.8 FT (3.3 M) SOUTH OF A
 AB4167'TAXIWAY LIGHT.  THIS STATION TO BE USED AS SACS.
 AB4167
 AB4167                          STATION RECOVERY (1997)
 AB4167
 AB4167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4167'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. THE AIRPORT MANAGER
 AB4167'IS NOW JAY BAKER, RR1 BOX 1383, NEBRASKA CITY, NE 68410.  PHONE
 AB4167'402-873-6646.  OWNERSHIP--NEBRASKA CITY AIRPORT AUTHORITY PO BOX 23
 AB4167'NEBRASKA CITY, NE 68410.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 AB4167'(SACS) .
 AB4167
 AB4167                          STATION RECOVERY (2006)
 AB4167
 AB4167'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 AB4167'THE AIRPORT MANAGER IS NOW JAMES ALLEN, 972 S. 64TH ROAD, NEBRASKA
 AB4167'CITY, NEBRASKA 68410-6805
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4135 ***********************************************************************
 AB4135  CBN         -  This is a Cooperative Base Network Control Station.
 AB4135  PACS        -  This is a Primary Airport Control Station.
 AB4135  DESIGNATION -  N21 B
 AB4135  PID         -  AB4135
 AB4135  STATE/COUNTY-  NE/OTOE
 AB4135  USGS QUAD   -  JULIAN (1984)
 AB4135
 AB4135                         *CURRENT SURVEY CONTROL
 AB4135  ___________________________________________________________________
 AB4135* NAD 83(1995)-  40 36 27.05899(N)    095 51 56.48750(W)     ADJUSTED  
 AB4135* NAVD 88     -       353.29   (meters)    1159.1    (feet)  GPS OBS   
 AB4135  ___________________________________________________________________
 AB4135  X           -    -495,585.261 (meters)                     COMP
 AB4135  Y           -  -4,823,928.557 (meters)                     COMP
 AB4135  Z           -   4,129,642.115 (meters)                     COMP
 AB4135  LAPLACE CORR-          -8.43  (seconds)                    DEFLEC99
 AB4135  ELLIP HEIGHT-         323.99  (meters)          (07/10/01) GPS OBS
 AB4135  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 AB4135
 AB4135  HORZ ORDER  -  B
 AB4135  ELLP ORDER  -  FOURTH    CLASS I
 AB4135
 AB4135.This mark is at Nebraska City Municipal Airport (N21)
 AB4135
 AB4135.The horizontal coordinates were established by GPS observations
 AB4135.and adjusted by the National Geodetic Survey in June 1996..
 AB4135
 AB4135.The orthometric height was determined by GPS observations and a
 AB4135.high-resolution geoid model.
 AB4135
 AB4135.GPS derived orthometric heights for airport stations designated as
 AB4135.PACS or SACS are published to 2 decimal places.  This maintains
 AB4135.centimeter relative accuracy between the PACS and SACS.  It does
 AB4135.not indicate centimeter accuracy relative to other marks which are
 AB4135.part of the NAVD 88 network.
 AB4135
 AB4135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4135
 AB4135.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4135
 AB4135.The ellipsoidal height was determined by GPS observations
 AB4135.and is referenced to NAD 83.
 AB4135
 AB4135.The geoid height was determined by GEOID03.
 AB4135
 AB4135;                    North         East     Units Scale Factor Converg.
 AB4135;SPC NE       -    94,319.421   849,685.898   MT  0.99978046   +2 44 23.3
 AB4135;UTM  15      - 4,499,137.258   257,551.409   MT  1.00032359   -1 51 58.0
 AB4135
 AB4135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4135!SPC NE       -   0.99994918  x   0.99978046  =   0.99972965
 AB4135!UTM  15      -   0.99994918  x   1.00032359  =   1.00027275
 AB4135
 AB4135:                Primary Azimuth Mark                     Grid Az
 AB4135:SPC NE       -  N21 C                                    334 31 20.2
 AB4135:UTM  15      -  N21 C                                    339 07 41.5
 AB4135
 AB4135|---------------------------------------------------------------------|
 AB4135| PID    Reference Object                     Distance      Geod. Az  |
 AB4135|                                                           dddmmss.s |
 AB4135| AB4168 N21 C                               APPROX. 0.6 KM 3371543.5 |
 AB4135|---------------------------------------------------------------------|
 AB4135
 AB4135                          SUPERSEDED SURVEY CONTROL
 AB4135
 AB4135  ELLIP H (06/25/96)  324.09   (m)                       GP(       ) 1 1
 AB4135
 AB4135.Superseded values are not recommended for survey control.
 AB4135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4135.See file dsdata.txt to determine how the superseded data were derived.
 AB4135
 AB4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5755199137(NAD 83)
 AB4135_MARKER: I = METAL ROD
 AB4135_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4135_STAMPING: N21 B 1995
 AB4135_MARK LOGO: NGS   
 AB4135_PROJECTION: FLUSH
 AB4135_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4135+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2006
 AB4135_ROD/PIPE-DEPTH: 7.62 meters
 AB4135_SLEEVE-DEPTH  : 1 meters
 AB4135
 AB4135  HISTORY     - Date     Condition        Report By
 AB4135  HISTORY     - 1995     MONUMENTED       NGS
 AB4135  HISTORY     - 19970121 GOOD             NGS
 AB4135  HISTORY     - 19970811 GOOD             NGS
 AB4135  HISTORY     - 20000601 GOOD             NEDR
 AB4135  HISTORY     - 20060105 GOOD             NDA
 AB4135
 AB4135                          STATION DESCRIPTION
 AB4135
 AB4135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4135'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH OF JULIAN, 3.3 MI
 AB4135'(5.3 KM) SOUTH OF NEBRASKA CITY AND AT THE NEBRASKA CITY AIRPORT NEAR
 AB4135'THE JUNCTION OF THE RUNWAYS.  OWNERSHIP--NEBRASKA CITY AIRPORT
 AB4135'AUTHORITY.  AIRPORT MANAGER IS DICK RHEINHART, PHONE (402) 873-6971.
 AB4135'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 SOUTH AND
 AB4135'STATE HIGHWAY 2 ON THE SOUTH SIDE OF NEBRASKA CITY, GO SOUTH ON U.S.
 AB4135'HIGHWAY 75 FOR 3.35 MI (5.39 KM) TO THE TOP OF A HILL AND A GRAVEL
 AB4135'ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR
 AB4135'0.1 MI (0.2 KM) TO A GATE AHEAD, PASS THROUGH GATE, CONTINUE AHEAD AND
 AB4135'GO WESTERLY THEN SOUTHWESTERLY ON THE APRON THEN THE CONNECTOR TAXIWAY
 AB4135'FOR 0.15 MI (0.24 KM) TO THE PAVED RUNWAY, TURN RIGHT AND GO
 AB4135'NORTH-NORTHWEST ON THE RUNWAY FOR 0.25 MI (0.40 KM) TO THE STATION ON
 AB4135'THE RIGHT.  THE STATION IS 118.3 FT (36.1 M) NORTH OF A RUNWAY LIGHT
 AB4135'(5), 111.1 FT (33.9 M) EAST-NORTHEAST OF THE PAVED RUNWAY CENTER, 84.0
 AB4135'FT (25.6 M) WEST-NORTHWEST OF THE SOUTHWEST END OF A CULVERT, 81.0 FT
 AB4135'(24.7 M) SOUTHEAST OF THE APPROXIMATE CENTER OF THE TURF RUNWAY AND
 AB4135'61.3 FT (18.7 M) NORTH-NORTHWEST OF A SMALL DRAIN OUTLET. NOTE--THIS
 AB4135'STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT
 AB4135'CONTROL STATION.
 AB4135
 AB4135                          STATION RECOVERY (1997)
 AB4135
 AB4135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 AB4135'RECOVERED AS DESCRIBED.
 AB4135
 AB4135                          STATION RECOVERY (1997)
 AB4135
 AB4135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4135'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. THE AIRPORT MANAGER
 AB4135'IS NOW JAY BAKER, RR1 BOX 1383, NEBRASKA CITY, NE 68410.  PHONE
 AB4135'402-873-6646.  OWNERSHIP--NEBRASKA CITY AIRPORT AUTHORITY PO BOX 23
 AB4135'NEBRASKA CITY, NE 68410.  THIS STATION IS A PRIMARY AIRPORT CONTROL
 AB4135'STATION (PACS) .
 AB4135
 AB4135                          STATION RECOVERY (2000)
 AB4135
 AB4135'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4135'RECOVERED AS DESCRIBED.
 AB4135
 AB4135                          STATION RECOVERY (2006)
 AB4135
 AB4135'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 AB4135'THE AIRPORT MANAGER IS NOW JAMES ALLEN, 972 S. 64TH ROAD, NEBRASKA
 AB4135'CITY, NEBRASKA 68410-6805.  ACCESS COVER HINGE IS BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4168 ***********************************************************************
 AB4168  SACS        -  This is a Secondary Airport Control Station.
 AB4168  DESIGNATION -  N21 C
 AB4168  PID         -  AB4168
 AB4168  STATE/COUNTY-  NE/OTOE
 AB4168  USGS QUAD   -  JULIAN (1984)
 AB4168
 AB4168                         *CURRENT SURVEY CONTROL
 AB4168  ___________________________________________________________________
 AB4168* NAD 83(1995)-  40 36 43.98269(N)    095 52 05.79431(W)     ADJUSTED  
 AB4168* NAVD 88     -       352.11   (meters)    1155.2    (feet)  GPS OBS   
 AB4168  ___________________________________________________________________
 AB4168  X           -    -495,768.090 (meters)                     COMP
 AB4168  Y           -  -4,823,567.323 (meters)                     COMP
 AB4168  Z           -   4,130,037.719 (meters)                     COMP
 AB4168  LAPLACE CORR-          -8.54  (seconds)                    DEFLEC99
 AB4168  ELLIP HEIGHT-         322.88  (meters)          (12/13/01) GPS OBS
 AB4168  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 AB4168
 AB4168  HORZ ORDER  -  FIRST
 AB4168  ELLP ORDER  -  FOURTH    CLASS I
 AB4168
 AB4168.This mark is at Nebraska City Municipal Airport (N21)
 AB4168
 AB4168.The horizontal coordinates were established by GPS observations
 AB4168.and adjusted by the National Geodetic Survey in August 1998..
 AB4168
 AB4168.The orthometric height was determined by GPS observations and a
 AB4168.high-resolution geoid model.
 AB4168
 AB4168.GPS derived orthometric heights for airport stations designated as
 AB4168.PACS or SACS are published to 2 decimal places.  This maintains
 AB4168.centimeter relative accuracy between the PACS and SACS.  It does
 AB4168.not indicate centimeter accuracy relative to other marks which are
 AB4168.part of the NAVD 88 network.
 AB4168
 AB4168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4168
 AB4168.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4168
 AB4168.The ellipsoidal height was determined by GPS observations
 AB4168.and is referenced to NAD 83.
 AB4168
 AB4168.The geoid height was determined by GEOID03.
 AB4168
 AB4168;                    North         East     Units Scale Factor Converg.
 AB4168;SPC NE       -    94,830.289   849,442.470   MT  0.99977919   +2 44 17.1
 AB4168;UTM  15      - 4,499,666.312   257,349.682   MT  1.00032480   -1 52 04.7
 AB4168
 AB4168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4168!SPC NE       -   0.99994935  x   0.99977919  =   0.99972855
 AB4168!UTM  15      -   0.99994935  x   1.00032480  =   1.00027414
 AB4168
 AB4168:                Primary Azimuth Mark                     Grid Az
 AB4168:SPC NE       -  N21 B                                    154 31 20.3
 AB4168:UTM  15      -  N21 B                                    159 07 42.1
 AB4168
 AB4168|---------------------------------------------------------------------|
 AB4168| PID    Reference Object                     Distance      Geod. Az  |
 AB4168|                                                           dddmmss.s |
 AB4168| AB4135 N21 B                               APPROX. 0.6 KM 1571537.4 |
 AB4168|---------------------------------------------------------------------|
 AB4168
 AB4168                          SUPERSEDED SURVEY CONTROL
 AB4168
 AB4168  ELLIP H (08/21/98)  322.99   (m)                       GP(       ) 4 1
 AB4168
 AB4168.Superseded values are not recommended for survey control.
 AB4168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4168.See file dsdata.txt to determine how the superseded data were derived.
 AB4168
 AB4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5735099666(NAD 83)
 AB4168_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4168_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB4168_SP_SET: TURN AROUND APRON
 AB4168_STAMPING: N21 C 1995
 AB4168_MARK LOGO: NGS   
 AB4168_PROJECTION: FLUSH
 AB4168_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4168+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2006
 AB4168
 AB4168  HISTORY     - Date     Condition        Report By
 AB4168  HISTORY     - 1995     MONUMENTED       NGS
 AB4168  HISTORY     - 19970811 GOOD             NGS
 AB4168  HISTORY     - 20060105 GOOD             NDA
 AB4168
 AB4168                          STATION DESCRIPTION
 AB4168
 AB4168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4168'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH OF JULIAN, 3.3 MI
 AB4168'(5.3 KM) SOUTH OF NEBRASKA CITY AND AT THE NEBRASKA CITY AIRPORT NEAR
 AB4168'THE APPROACH END OF RUNWAY 15 AND SET INTO THE NORTH CORNER OF THE
 AB4168'CONCRETE AIRPORT TURNAROUND PAVEMENT.  OWNERSHIP--NEBRASKA CITY
 AB4168'AIRPORT AUTHORITY.  AIRPORT MANAGER IS DICK RHEINHART, PHONE (402)
 AB4168'873-6971.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75
 AB4168'SOUTH AND STATE HIGHWAY 2 ON THE SOUTH SIDE OF NEBRASKA CITY, GO SOUTH
 AB4168'ON US HIGHWAY 75 FOR 3.35 MI (5.39 KM) TO THE TOP OF A HILL AND A
 AB4168'GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD
 AB4168'FOR 0.1 MI (0.2 KM) TO A GATE AHEAD, PASS THROUGH GATE, CONTINUE AHEAD
 AB4168'AND GO WESTERLY THEN SOUTHWESTERLY ON THE APRON THEN THE CONNECTOR
 AB4168'TAXIWAY FOR 0.15 MI (0.24 KM) TO THE PAVED RUNWAY, TURN RIGHT AND GO
 AB4168'NORTH-NORTHWEST ON THE RUNWAY FOR 0.6 MI (1.0 KM) TO THE PAVEMENT END
 AB4168'AND THE STATION ON THE RIGHT.  THE STATION IS 297.5 FT (90.7 M)
 AB4168'EAST-NORTHEAST OF THE RUNWAY CENTER, 2.2 FT (0.7 M) WEST-SOUTHWEST OF
 AB4168'THE EAST-NORTHEAST EDGE OF THE CONCRETE TURNAROUND PAVEMENT AND 2.2 FT
 AB4168'(0.7 M) SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST EDGE OF THE CONCRETE
 AB4168'TURNAROUND PAVEMENT.  THIS STATION TO BE USED AS SACS.
 AB4168
 AB4168                          STATION RECOVERY (1997)
 AB4168
 AB4168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4168'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. THE AIRPORT MANAGER
 AB4168'IS NOW JAY BAKER, RR1 BOX 1383, NEBRASKA CITY, NE 68410.  PHONE
 AB4168'402-873-6646.  OWNERSHIP--NEBRASKA CITY AIRPORT AUTHORITY PO BOX 23
 AB4168'NEBRASKA CITY, NE 68410.
 AB4168
 AB4168                          STATION RECOVERY (2006)
 AB4168
 AB4168'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2006 (BJS)
 AB4168'THE AIRPORT MANAGER IS NOW JAMES ALLEN, 972 S. 64TH ROAD, NEBRASKA
 AB4168'CITY, NEBRASKA 68410-6805.  RUNWAY END HAS BEEN EXTENDED 200'. DISK IS
 AB4168'STILL IN CORNER OF TURNAROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LK0488 ***********************************************************************
 LK0488  DESIGNATION -  NANGO
 LK0488  PID         -  LK0488
 LK0488  STATE/COUNTY-  NE/PERKINS
 LK0488  USGS QUAD   -  VENANGO (1962)
 LK0488
 LK0488                         *CURRENT SURVEY CONTROL
 LK0488  ___________________________________________________________________
 LK0488* NAD 83(1995)-  40 45 57.04389(N)    102 02 22.48416(W)     ADJUSTED  
 LK0488* NAVD 88     -      1141.6    (meters)    3745.     (feet)  VERTCON   
 LK0488  ___________________________________________________________________
 LK0488  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 LK0488  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 LK0488
 LK0488  HORZ ORDER  -  SECOND
 LK0488
 LK0488.The horizontal coordinates were established by classical geodetic methods
 LK0488.and adjusted by the National Geodetic Survey in August 1997..
 LK0488
 LK0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0488
 LK0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0488
 LK0488.The geoid height was determined by GEOID03.
 LK0488
 LK0488;                    North         East     Units Scale Factor Converg.
 LK0488;SPC NE       -   105,565.585   327,854.307   MT  0.99974135   -1 21 05.8
 LK0488;SPC CO N     -   469,558.740 1,206,497.937   MT  0.99999721   +2 14 09.2
 LK0488;SPC CO N     - 1,540,543.97  3,958,318.65   sFT  0.99999721   +2 14 09.2
 LK0488;UTM  13      - 4,516,981.377   749,871.555   MT  1.00036856   +1 56 02.6
 LK0488;UTM  14      - 4,517,210.047   243,446.280   MT  1.00041022   -1 59 09.0
 LK0488
 LK0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0488!SPC NE       -   0.99982425  x   0.99974135  =   0.99956565
 LK0488!SPC CO N     -   0.99982425  x   0.99999721  =   0.99982146
 LK0488!UTM  13      -   0.99982425  x   1.00036856  =   1.00019275
 LK0488!UTM  14      -   0.99982425  x   1.00041022  =   1.00023440
 LK0488
 LK0488:                Primary Azimuth Mark                     Grid Az
 LK0488:SPC NE       -  AMHERST                                  229 49 46.4
 LK0488:SPC CO N     -  AMHERST                                  226 14 31.4
 LK0488:UTM  13      -  AMHERST                                  226 32 38.0
 LK0488:UTM  14      -  AMHERST                                  230 27 49.6
 LK0488
 LK0488|---------------------------------------------------------------------|
 LK0488| PID    Reference Object                     Distance      Geod. Az  |
 LK0488|                                                           dddmmss.s |
 LK0488| LK0502 AMHERST                             APPROX.14.1 KM 2282840.6 |
 LK0488|---------------------------------------------------------------------|
 LK0488
 LK0488                          SUPERSEDED SURVEY CONTROL
 LK0488
 LK0488  NAD 83(1995)-  40 45 57.04401(N)    102 02 22.48426(W) AD(       ) 2
 LK0488  NAD 83(1986)-  40 45 57.04358(N)    102 02 22.48414(W) AD(       ) 2
 LK0488  NAD 27      -  40 45 57.05776(N)    102 02 20.83581(W) AD(       ) 2
 LK0488  NGVD 29 (07/19/86) 1141.2    (m)         3744.     (f) VERT ANG       
 LK0488
 LK0488.Superseded values are not recommended for survey control.
 LK0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0488.See file dsdata.txt to determine how the superseded data were derived.
 LK0488
 LK0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4987216981(NAD 83)
 LK0488_MARKER: Z = SEE DESCRIPTION
 LK0488_SETTING: 0 = UNSPECIFIED SETTING
 LK0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0488
 LK0488  HISTORY     - Date     Condition        Report By
 LK0488  HISTORY     - 1971     MONUMENTED       USGS
 LK0488
 LK0488                          STATION DESCRIPTION
 LK0488
 LK0488'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (RVS)
 LK0488'THE STATION IS LOCATED IN VENAGO, NEBRASKA, ON TOP OF THE
 LK0488'HEADER HOUSE OF THE FARMERS UNION GRAIN ELEVATOR.
 LK0488'
 LK0488'STATION MARK IS 13.97 FEET NORTH OF THE SOUTH CORNER OF ROOF,
 LK0488'11.81 FEET SOUTH OF THE SOUTH EDGE OF BLOWER HOUSING, 10.0 FEET
 LK0488'NORTHWEST OF THE SOUTHEAST EDGE OF ROOF, AND 10.0 FEET NORTHEAST OF
 LK0488'THE SOUTHWEST EDGE OF ROOF.
 LK0488'
 LK0488'STATION MARK--A STANDARD USGS ALUMINUM TABLET CEMENTED TO
 LK0488'THE CONCRETE ROOF, AND STAMPED NANGO ET 1971.
 LK0488'
 LK0488'NO REFERENCE MARKS ESTABLISHED.
 LK0488'
 LK0488'STATION HOLYOKE ET 1971 IS VISIBLE FROM THIS STATION AND WILL
 LK0488'SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE FROM
 LK0488'A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1353 ***********************************************************************
 LH1353  DESIGNATION -  NAPONEE WATER TANK
 LH1353  PID         -  LH1353
 LH1353  STATE/COUNTY-  NE/FRANKLIN
 LH1353  USGS QUAD   -  REPUBLICAN CITY (1974)
 LH1353
 LH1353                         *CURRENT SURVEY CONTROL
 LH1353  ___________________________________________________________________
 LH1353* NAD 83(1995)-  40 04 42.31927(N)    099 08 34.97655(W)     ADJUSTED  
 LH1353* NAVD 88     -                                                        
 LH1353  ___________________________________________________________________
 LH1353  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LH1353  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 LH1353
 LH1353  HORZ ORDER  -  THIRD
 LH1353
 LH1353.The horizontal coordinates were established by classical geodetic methods
 LH1353.and adjusted by the National Geodetic Survey in August 1997..
 LH1353
 LH1353
 LH1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1353
 LH1353.The geoid height was determined by GEOID03.
 LH1353
 LH1353;                    North         East     Units Scale Factor Converg.
 LH1353;SPC NE       -    27,575.925   573,090.845   MT  0.99996548   +0 34 04.4
 LH1353;UTM  14      - 4,436,471.158   487,803.355   MT  0.99960183   -0 05 31.6
 LH1353
 LH1353                          SUPERSEDED SURVEY CONTROL
 LH1353
 LH1353  NAD 83(1986)-  40 04 42.32374(N)    099 08 34.97645(W) AD(       ) 4
 LH1353  NAD 27      -  40 04 42.28000(N)    099 08 33.66000(W) AD(       ) 3
 LH1353
 LH1353.Superseded values are not recommended for survey control.
 LH1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1353.See file dsdata.txt to determine how the superseded data were derived.
 LH1353
 LH1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8780336471(NAD 83)
 LH1353_MARKER: 51 = TANK
 LH1353
 LH1353  HISTORY     - Date     Condition        Report By
 LH1353  HISTORY     - 1935     FIRST OBSERVED   CGS
 LH1353
 LH1353                          STATION DESCRIPTION
 LH1353
 LH1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1353'THE NAPONEE WATER TANK, DARK-COLORED, IS LOCATED AT THE
 LH1353'NORTHWEST EDGE OF THE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1543 ***********************************************************************
 LH1543  DESIGNATION -  NAZZISE AZ MK 2
 LH1543  PID         -  LH1543
 LH1543  STATE/COUNTY-  NE/BUFFALO
 LH1543  USGS QUAD   -  GIBBON SOUTH (1993)
 LH1543
 LH1543                         *CURRENT SURVEY CONTROL
 LH1543  ___________________________________________________________________
 LH1543* NAD 83(1995)-  40 41 30.12997(N)    098 46 52.28080(W)     ADJUSTED  
 LH1543* NAVD 88     -       620.9    (meters)    2037.     (feet)  VERTCON   
 LH1543  ___________________________________________________________________
 LH1543  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 LH1543  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 LH1543
 LH1543  HORZ ORDER  -  THIRD
 LH1543
 LH1543.The horizontal coordinates were established by classical geodetic methods
 LH1543.and adjusted by the National Geodetic Survey in August 1997..
 LH1543
 LH1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1543
 LH1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1543
 LH1543.The geoid height was determined by GEOID03.
 LH1543
 LH1543;                    North         East     Units Scale Factor Converg.
 LH1543;SPC NE       -    96,029.576   602,992.934   MT  0.99975873   +0 48 27.7
 LH1543;UTM  14      - 4,504,557.079   518,487.817   MT  0.99960421   +0 08 33.6
 LH1543
 LH1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1543!SPC NE       -   0.99990650  x   0.99975873  =   0.99966525
 LH1543!UTM  14      -   0.99990650  x   0.99960421  =   0.99951074
 LH1543
 LH1543                          SUPERSEDED SURVEY CONTROL
 LH1543
 LH1543  NAD 83(1986)-  40 41 30.13752(N)    098 46 52.28144(W) AD(       ) 3
 LH1543  NGVD 29 (02/17/94)  620.6    (m)         2036.     (f) VERT ANG       
 LH1543
 LH1543.Superseded values are not recommended for survey control.
 LH1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1543.See file dsdata.txt to determine how the superseded data were derived.
 LH1543
 LH1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1848804557(NAD 83)
 LH1543_MARKER: DZ = AZIMUTH MARK DISK
 LH1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1543_SP_SET: CONCRETE POST
 LH1543_STAMPING: NAZZISE 1950 NO 2 1986
 LH1543_MARK LOGO: NGS   
 LH1543_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1543+STABILITY: SURFACE MOTION
 LH1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1543+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LH1543
 LH1543  HISTORY     - Date     Condition        Report By
 LH1543  HISTORY     - 1986     MONUMENTED       NGS
 LH1543
 LH1543                          STATION DESCRIPTION
 LH1543
 LH1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1543'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) SOUTH-SOUTHEAST FROM
 LH1543'SHELTON, 8.8 KM (5.5 MI) SOUTHEAST FROM GIBBON, 3.6 KM (2.2 MI) SOUTH
 LH1543'FROM INTERSTATE HIGHWAY 80 AND AT A FARM ON SITE ON PROPERTY OWNED BY
 LH1543'LYNN BOMBECK, RURAL ROUTE 1, BOX 83, SHELTON, NEBRASKA, 68876.
 LH1543'TELEPHONE 308 647 5118.
 LH1543'TO REACH FROM EXIT 291 OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 10D
 LH1543'LINK, 6.44 KM (4.00 MI) SOUTH FROM SHELTON, GO SOUTH ON A PAVED ROAD
 LH1543'FOR 2.74 KM (1.70 MI) TO A T-INTERSECTION.  TURN RIGHT AND GO WEST ON
 LH1543'A GRAVELED ROAD FOR 3.62 KM (2.25 MI) TO A CURVE LEFT.  CONTINUE
 LH1543'SOUTH ON THE GRAVELED ROAD FOR 0.80 KM (0.50 MI) TO THE STATION ON
 LH1543'THE LEFT AND A SIDE ROAD ON THE RIGHT.
 LH1543'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1543'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED 0.9
 LH1543'M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 37.95 M
 LH1543'(124.51 FT) NORTH FROM THE NORTHWEST CORNER OF A HOUSE, 33.99 M
 LH1543'(111.52 FT) EAST FROM THE CENTERLINE OF THE NORTH-SOUTH ROAD, 15.09 M
 LH1543'(49.51 FT) NORTH FROM THE CENTERLINE OF A DRIVEWAY, 5.49 M
 LH1543'(18.01 FT) SOUTH FROM THE EXTENDED CENTERLINE OF THE ROAD LEADING
 LH1543'WEST AND 3.75 M (12.30 FT) NORTHWEST FROM THE NORTHWEST CORNER OF AN
 LH1543'IRRIGATION WELL PUMP HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1544 ***********************************************************************
 LH1544  DESIGNATION -  NAZZISE RESET
 LH1544  PID         -  LH1544
 LH1544  STATE/COUNTY-  NE/BUFFALO
 LH1544  USGS QUAD   -  GIBBON SOUTH (1993)
 LH1544
 LH1544                         *CURRENT SURVEY CONTROL
 LH1544  ___________________________________________________________________
 LH1544* NAD 83(1995)-  40 41 56.57988(N)    098 46 53.32787(W)     ADJUSTED  
 LH1544* NAVD 88     -       620.0    (meters)    2034.     (feet)  VERTCON   
 LH1544  ___________________________________________________________________
 LH1544  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 LH1544  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 LH1544
 LH1544  HORZ ORDER  -  THIRD
 LH1544
 LH1544.The horizontal coordinates were established by classical geodetic methods
 LH1544.and adjusted by the National Geodetic Survey in August 1997..
 LH1544
 LH1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1544
 LH1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1544
 LH1544.The geoid height was determined by GEOID03.
 LH1544
 LH1544;                    North         East     Units Scale Factor Converg.
 LH1544;SPC NE       -    96,844.842   602,956.862   MT  0.99975693   +0 48 27.0
 LH1544;UTM  14      - 4,505,372.584   518,461.214   MT  0.99960419   +0 08 33.0
 LH1544
 LH1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1544!SPC NE       -   0.99990664  x   0.99975693  =   0.99966359
 LH1544!UTM  14      -   0.99990664  x   0.99960419  =   0.99951087
 LH1544
 LH1544:                Primary Azimuth Mark                     Grid Az
 LH1544:SPC NE       -  SHELTON MUNICIPAL TANK                   024 02 57.4
 LH1544:UTM  14      -  SHELTON MUNICIPAL TANK                   024 42 51.4
 LH1544
 LH1544|---------------------------------------------------------------------|
 LH1544| PID    Reference Object                     Distance      Geod. Az  |
 LH1544|                                                           dddmmss.s |
 LH1544| LH1247 SHELTON MUNICIPAL TANK              APPROX. 9.6 KM 0245124.4 |
 LH1544| LH0448 U 288                               229.575 METERS 08242     |
 LH1544| LH1252 PROSSER                             APPROX.16.2 KM 0884251.1 |
 LH1544| LH1607 NAZZISE RM 3                                       11228     |
 LH1544| LH1605 NAZZISE RM 1                         18.268 METERS 14229     |
 LH1544| LH1606 NAZZISE RM 2                         30.129 METERS 22919     |
 LH1544| LH1608 NAZZISE RM 4                                       23054     |
 LH1544| LH1276 GIBBON MUNICIPAL TANK               APPROX. 7.6 KM 3145653.1 |
 LH1544|---------------------------------------------------------------------|
 LH1544
 LH1544                          SUPERSEDED SURVEY CONTROL
 LH1544
 LH1544  NAD 83(1986)-  40 41 56.58745(N)    098 46 53.32808(W) AD(       ) 3
 LH1544  NAD 27      -  40 41 56.53900(N)    098 46 52.05200(W) AD(       ) 3
 LH1544  NGVD 29 (02/17/94)  619.7    (m)         2033.     (f) VERT ANG       
 LH1544
 LH1544.Superseded values are not recommended for survey control.
 LH1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1544.See file dsdata.txt to determine how the superseded data were derived.
 LH1544
 LH1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1846105373(NAD 83)
 LH1544_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1544_SP_SET: CONCRETE POST
 LH1544_STAMPING: NAZZISE 1950 1986
 LH1544_MARK LOGO: NGS   
 LH1544_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1544+STABILITY: SURFACE MOTION
 LH1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1544+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LH1544
 LH1544  HISTORY     - Date     Condition        Report By
 LH1544  HISTORY     - 1986     MONUMENTED       NGS
 LH1544
 LH1544                          STATION DESCRIPTION
 LH1544
 LH1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH1544'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTH-SOUTHWEST FROM
 LH1544'SHELTON, 8.O KM SOUTHEAST FROM GIBBON, 2.8 KM (1.7 MI) SOUTH FROM
 LH1544'INTERSTATE HIGHWAY 80 AND ON THE NORTH RIGHT-OF-WAY OF A GRADED
 LH1544'COUNTY ROAD, AT A CURVE IN THE ROAD FROM WEST TO SOUTH.
 LH1544'TO REACH FROM THE OLD RAILROAD STATION IN SHELTON, GO WEST ON U.S.
 LH1544'HIGHWAY 30 FOR 0.72 KM (0.45 MI) TO STATE HIGHWAY 10D LINK.  TURN
 LH1544'LEFT AND GO SOUTH ON THE STATE HIGHWAY FOR 6.44 KM (4.00 MI) TO THE
 LH1544'INTERSTATE HIGHWAY 80 OVERPASS AND A RAILROAD CROSSING.  CONTINUE
 LH1544'SOUTH ON A PAVED ROAD FOR 2.74 KM (1.70 MI) TO A T-INTERSECTION. TURN
 LH1544'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 3.62 KM (2.25 MI) TO A SHARP
 LH1544'CURVE TO THE LEFT AND THE STATION ON THE RIGHT.
 LH1544'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1544'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS RECESSED 1.2 M
 LH1544'(3.9 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 27.92 M (91.60 FT)
 LH1544'WEST FROM A BURIED CABLE JUNCTION BOX, 23.01 M (75.49 FT)
 LH1544'EAST-NORTHEAST FROM THE NORTH END OF A METAL TUBE CULVERT AT A FIELD
 LH1544'ROAD, 13.72 M (45.01 FT) EAST FROM THE EXTENDED CENTERLINE OF THE
 LH1544'NORTH-SOUTH ROAD, 6.70 M (21.98 FT) NORTH FROM THE CENTERLINE OF THE
 LH1544'EAST-WEST ROAD AND 0.4 M (1.3 FT) WEST-NORTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0686 ***********************************************************************
 MN0686  DESIGNATION -  NE CORNER COLORADO AZ MK 3
 MN0686  PID         -  MN0686
 MN0686  STATE/COUNTY-  NE/DEUEL
 MN0686  USGS QUAD   -  BIG SPRINGS (1961)
 MN0686
 MN0686                         *CURRENT SURVEY CONTROL
 MN0686  ___________________________________________________________________
 MN0686* NAD 83(1995)-  41 00 08.83030(N)    102 03 25.86915(W)     ADJUSTED  
 MN0686* NAVD 88     -      1093.6    (meters)    3588.     (feet)  VERTCON   
 MN0686  ___________________________________________________________________
 MN0686  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 MN0686  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 MN0686
 MN0686  HORZ ORDER  -  THIRD
 MN0686
 MN0686.The horizontal coordinates were established by classical geodetic methods
 MN0686.and adjusted by the National Geodetic Survey in August 1997..
 MN0686
 MN0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0686
 MN0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0686
 MN0686.The geoid height was determined by GEOID03.
 MN0686
 MN0686;                    North         East     Units Scale Factor Converg.
 MN0686;SPC NE       -   131,861.581   326,993.480   MT  0.99969694   -1 21 47.8
 MN0686;SPC CO N     -   495,757.218 1,203,992.555   MT  1.00004291   +2 13 28.3
 MN0686;SPC CO N     - 1,626,496.81  3,950,098.91   sFT  1.00004291   +2 13 28.3
 MN0686;UTM  13      - 4,543,201.482   747,501.333   MT  1.00035400   +1 55 54.2
 MN0686;UTM  14      - 4,543,532.273   242,878.330   MT  1.00041377   -2 00 24.8
 MN0686
 MN0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0686!SPC NE       -   0.99983173  x   0.99969694  =   0.99952872
 MN0686!SPC CO N     -   0.99983173  x   1.00004291  =   0.99987463
 MN0686!UTM  13      -   0.99983173  x   1.00035400  =   1.00018567
 MN0686!UTM  14      -   0.99983173  x   1.00041377  =   1.00024543
 MN0686
 MN0686                          SUPERSEDED SURVEY CONTROL
 MN0686
 MN0686  NAD 83(1995)-  41 00 08.83025(N)    102 03 25.86918(W) AD(       ) 3
 MN0686  NGVD 29 (02/17/94) 1093.1    (m)         3586.     (f) VERT ANG       
 MN0686
 MN0686.Superseded values are not recommended for survey control.
 MN0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0686.See file dsdata.txt to determine how the superseded data were derived.
 MN0686
 MN0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4750143201(NAD 83)
 MN0686_MARKER: DZ = AZIMUTH MARK DISK
 MN0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0686_SP_SET: CONCRETE POST
 MN0686_STAMPING: NORTHEAST CORNER COLORADO 1933 1978
 MN0686_MARK LOGO: NGS   
 MN0686_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0686+STABILITY: SURFACE MOTION
 MN0686
 MN0686  HISTORY     - Date     Condition        Report By
 MN0686  HISTORY     - 1978     MONUMENTED       NGS
 MN0686
 MN0686                          STATION DESCRIPTION
 MN0686
 MN0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 MN0686'THE STATION IS ABOUT 4 MI (6.4 KM) SOUTH FROM BIG SPRINGS, 0.3 MI
 MN0686'(0.5 KM) WEST FROM THE NORTHEAST CORNER OF COLORADO AND ON THE
 MN0686'RIGHT-OF-WAY OF A GRADED ROAD.
 MN0686'TO REACH FROM BIG SPRINGS, GO SOUTH FOR 4.0 MI (6.4 KM) TO A CURVE TO
 MN0686'THE EAST AT THE COLORADO STATE LINE.  CONTINUE EAST FOR 0.7 MI
 MN0686'(1.1 KM) TO THE MARK ON THE LEFT.
 MN0686'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 MN0686'ABOUT 4 IN ABOVE THE GROUND.  IT IS 28.0 FT (8.5 M) NORTH FROM THE
 MN0686'CENTERLINE OF THE ROAD, 4.0 FT (1.2 M) NORTH-NORTHEAST FROM A WITNESS
 MN0686'POST AND 3.0 FT (0.9 M) NORTH FROM AN EAST/WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF8994 ***********************************************************************
 DF8994  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8994  DESIGNATION -  NE DEPT OF ROADS CORS ARP
 DF8994  CORS_ID     -  NEDR
 DF8994  PID         -  DF8994
 DF8994  STATE/COUNTY-  NE/LANCASTER
 DF8994  USGS QUAD   -  LINCOLN (1980)
 DF8994
 DF8994                         *CURRENT SURVEY CONTROL
 DF8994  ___________________________________________________________________
 DF8994* NAD 83(CORS)-  40 46 21.29155(N)    096 42 01.14487(W)     ADJUSTED  
 DF8994* NAVD 88     -                                                        
 DF8994  ___________________________________________________________________
 DF8994  EPOCH DATE  -        2002.00
 DF8994  X           -    -564,408.134 (meters)                     COMP
 DF8994  Y           -  -4,804,347.317 (meters)                     COMP
 DF8994  Z           -   4,143,558.119 (meters)                     COMP
 DF8994  ELLIP HEIGHT-         349.35  (meters)          (11/??/03) GPS OBS
 DF8994  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 DF8994
 DF8994  HORZ ORDER  -  SPECIAL (CORS)
 DF8994  ELLP ORDER  -  SPECIAL (CORS)
 DF8994
 DF8994.ITRF positions are available for this station.
 DF8994.The coordinates were established by GPS observations
 DF8994.and adjusted by the National Geodetic Survey in November 2003..
 DF8994.The coordinates are valid at the epoch date displayed above.
 DF8994.The epoch date for horizontal control is a decimal equivalence
 DF8994.of Year/Month/Day.
 DF8994
 DF8994
 DF8994.The PID for the CORS L1 Phase Center is DF8995.
 DF8994
 DF8994.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8994
 DF8994.The ellipsoidal height was determined by GPS observations
 DF8994.and is referenced to NAD 83.
 DF8994
 DF8994.The geoid height was determined by GEOID03.
 DF8994
 DF8994;                    North         East     Units Scale Factor Converg.
 DF8994;SPC NE       -   109,596.585   778,431.312   MT  0.99973986   +2 11 12.1
 DF8994
 DF8994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8994!SPC NE       -   0.99994520  x   0.99973986  =   0.99968508
 DF8994
 DF8994                          SUPERSEDED SURVEY CONTROL
 DF8994
 DF8994.No superseded survey control is available for this station.
 DF8994
 DF8994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9407816056(NAD 83)
 DF8994_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8994
 DF8994                          STATION DESCRIPTION
 DF8994
 DF8994'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF8994'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8994'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8994'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8994'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8994'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF8995 ***********************************************************************
 DF8995  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8995  DESIGNATION -  NE DEPT OF ROADS CORS L1 PHASE CENTER
 DF8995  CORS_ID     -  NEDR
 DF8995  PID         -  DF8995
 DF8995  STATE/COUNTY-  NE/LANCASTER
 DF8995  USGS QUAD   -  LINCOLN (1980)
 DF8995
 DF8995                         *CURRENT SURVEY CONTROL
 DF8995  ___________________________________________________________________
 DF8995* NAD 83(CORS)-  40 46 21.29156(N)    096 42 01.14485(W)     ADJUSTED  
 DF8995* NAVD 88     -                                                        
 DF8995  ___________________________________________________________________
 DF8995  EPOCH DATE  -        2002.00
 DF8995  X           -    -564,408.139 (meters)                     COMP
 DF8995  Y           -  -4,804,347.370 (meters)                     COMP
 DF8995  Z           -   4,143,558.165 (meters)                     COMP
 DF8995  ELLIP HEIGHT-         349.42  (meters)          (11/??/03) GPS OBS
 DF8995  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 DF8995
 DF8995  HORZ ORDER  -  SPECIAL (CORS)
 DF8995  ELLP ORDER  -  SPECIAL (CORS)
 DF8995
 DF8995.ITRF positions are available for this station.
 DF8995.The coordinates were established by GPS observations
 DF8995.and adjusted by the National Geodetic Survey in November 2003..
 DF8995.The coordinates are valid at the epoch date displayed above.
 DF8995.The epoch date for horizontal control is a decimal equivalence
 DF8995.of Year/Month/Day.
 DF8995
 DF8995
 DF8995.The PID for the CORS ARP is DF8994.
 DF8995
 DF8995.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8995
 DF8995.The ellipsoidal height was determined by GPS observations
 DF8995.and is referenced to NAD 83.
 DF8995
 DF8995.The geoid height was determined by GEOID03.
 DF8995
 DF8995;                    North         East     Units Scale Factor Converg.
 DF8995;SPC NE       -   109,596.585   778,431.312   MT  0.99973986   +2 11 12.1
 DF8995
 DF8995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8995!SPC NE       -   0.99994519  x   0.99973986  =   0.99968507
 DF8995
 DF8995                          SUPERSEDED SURVEY CONTROL
 DF8995
 DF8995.No superseded survey control is available for this station.
 DF8995
 DF8995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9407816056(NAD 83)
 DF8995_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF8995
 DF8995                          STATION DESCRIPTION
 DF8995
 DF8995'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF8995'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8995'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8995'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8995'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8995'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4101 ***********************************************************************
 AB4101  CBN         -  This is a Cooperative Base Network Control Station.
 AB4101  PACS        -  This is a Primary Airport Control Station.
 AB4101  DESIGNATION -  NE02 A
 AB4101  PID         -  AB4101
 AB4101  STATE/COUNTY-  NE/CEDAR
 AB4101  USGS QUAD   -  HARTINGTON (1968)
 AB4101
 AB4101                         *CURRENT SURVEY CONTROL
 AB4101  ___________________________________________________________________
 AB4101* NAD 83(1995)-  42 36 08.11246(N)    097 15 02.45277(W)     ADJUSTED  
 AB4101* NAVD 88     -       420.49   (meters)    1379.6    (feet)  GPS OBS   
 AB4101  ___________________________________________________________________
 AB4101  X           -    -593,476.574 (meters)                     COMP
 AB4101  Y           -  -4,664,663.955 (meters)                     COMP
 AB4101  Z           -   4,295,349.757 (meters)                     COMP
 AB4101  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AB4101  ELLIP HEIGHT-         394.96  (meters)          (07/10/01) GPS OBS
 AB4101  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AB4101
 AB4101  HORZ ORDER  -  B
 AB4101  ELLP ORDER  -  FOURTH    CLASS I
 AB4101
 AB4101.This mark is at Hartington Municipal Airport (NE02)
 AB4101
 AB4101.The horizontal coordinates were established by GPS observations
 AB4101.and adjusted by the National Geodetic Survey in June 1996..
 AB4101
 AB4101.The orthometric height was determined by GPS observations and a
 AB4101.high-resolution geoid model.
 AB4101
 AB4101.GPS derived orthometric heights for airport stations designated as
 AB4101.PACS or SACS are published to 2 decimal places.  This maintains
 AB4101.centimeter relative accuracy between the PACS and SACS.  It does
 AB4101.not indicate centimeter accuracy relative to other marks which are
 AB4101.part of the NAVD 88 network.
 AB4101
 AB4101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4101
 AB4101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4101
 AB4101.The ellipsoidal height was determined by GPS observations
 AB4101.and is referenced to NAD 83.
 AB4101
 AB4101.The geoid height was determined by GEOID03.
 AB4101
 AB4101;                    North         East     Units Scale Factor Converg.
 AB4101;SPC NE       -   311,026.152   725,549.030   MT  0.99984201   +1 49 19.1
 AB4101;UTM  14      - 4,718,130.369   643,502.227   MT  0.99985336   +1 11 03.6
 AB4101
 AB4101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4101!SPC NE       -   0.99993806  x   0.99984201  =   0.99978008
 AB4101!UTM  14      -   0.99993806  x   0.99985336  =   0.99979143
 AB4101
 AB4101|---------------------------------------------------------------------|
 AB4101| PID    Reference Object                     Distance      Geod. Az  |
 AB4101|                                                           dddmmss.s |
 AB4101| AB4169 NE02 B                              396.540 METERS 15044     |
 AB4101| AB4170 NE02 C                              409.501 METERS 3125409.6 |
 AB4101|---------------------------------------------------------------------|
 AB4101
 AB4101                          SUPERSEDED SURVEY CONTROL
 AB4101
 AB4101  ELLIP H (06/25/96)  395.02   (m)                       GP(       ) 1 1
 AB4101
 AB4101.Superseded values are not recommended for survey control.
 AB4101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4101.See file dsdata.txt to determine how the superseded data were derived.
 AB4101
 AB4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4350218130(NAD 83)
 AB4101_MARKER: I = METAL ROD
 AB4101_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4101_STAMPING: NE02 A 1995
 AB4101_MARK LOGO: NGS   
 AB4101_PROJECTION: FLUSH
 AB4101_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4101+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000
 AB4101_ROD/PIPE-DEPTH: 9.75 meters
 AB4101_SLEEVE-DEPTH  : 1 meters
 AB4101
 AB4101  HISTORY     - Date     Condition        Report By
 AB4101  HISTORY     - 1995     MONUMENTED       NGS
 AB4101  HISTORY     - 19970626 GOOD             NGS
 AB4101  HISTORY     - 20000612 GOOD             NEDR
 AB4101
 AB4101                          STATION DESCRIPTION
 AB4101
 AB4101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4101'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTH-SOUTHEAST OF
 AB4101'YANKTON SD, 1.5 MI (2.4 KM) SOUTHEAST OF HARTINGTON AND AT THE
 AB4101'HARTINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARTINGTON, AIRPORT
 AB4101'MANAGER IS TOM BECKER, PHONE (402) 254-6916 OR BUD BECKER AT (402)
 AB4101'254-6119.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB4101'15, 84 WEST AND A GRAVEL ROAD EAST (882 ROAD) ON THE SOUTHWEST SIDE OF
 AB4101'HARTINGTON, GO EAST ON GRAVEL 882 ROAD FOR 1.0 MI (1.6 KM) TO A
 AB4101'INTERSECTION, TURN RIGHT AND GO SOUTH ON GRAVEL 564 AVENUE FOR 0.6 MI
 AB4101'(1.0 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT
 AB4101'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A OLD AIRPORT OFFICE AHEAD.
 AB4101'TURN LEFT AND GO SOUTH ACROSS GRASS FOR 0.1 MI (0.2 KM) TO A STUB
 AB4101'TAXIWAY AND THE STATION ON THE RIGHT.  THE STATION IS ON LINE WITH THE
 AB4101'NORTHWEST WALL OF A CONCRETE BLOCK HANGAR, 161.2 FT (49.1 M) SOUTHWEST
 AB4101'OF THE WEST CORNER OF THE HANGAR, 114.0 FT (34.7 M) NORTHEAST OF THE
 AB4101'RUNWAY CENTER, 70.6 FT (21.5 M) NORTH OF THE NORTH CORNER OF A STUB
 AB4101'TAXIWAY.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH
 AB4101'PRIMARY AIRPORT CONTROL STATION.
 AB4101
 AB4101                          STATION RECOVERY (1997)
 AB4101
 AB4101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4101'YANKTON S.D., 1.5 MI (2.4 KM) SOUTHEAST OF HARTINGTON AND AT THE
 AB4101'HARTINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARTINGTON, AIRPORT
 AB4101'MANAGER IS TOM BECKER, PHONE (402) 254-6916 OR BUD BECKER AT (402)
 AB4101'254-6119.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB4101'15, 84 WEST AND A GRAVEL ROAD EAST (882 ROAD) ON THE SOUTHWEST SIDE OF
 AB4101'HARTINGTON, GO EAST ON GRAVEL 882 ROAD FOR 1.0 MI (1.6 KM) TO A
 AB4101'INTERSECTION, TURN RIGHT AND GO SOUTH ON GRAVEL 564 AVENUE FOR 0.6 MI
 AB4101'(1.0 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT
 AB4101'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO AN AIRPORT OFFICE AHEAD AND AN
 AB4101'OLD GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO NORTH-NORTHEAST ON
 AB4101'A GRAVEL ROAD FOR 0.1 MI (0.2 KM) TO A PARKING APRON, TURN SOUTHEAST
 AB4101'ON A TAXIWAY LEADING SOUTH AND EAST TO THE RUNWAY, CROSS THE RUNWAY TO
 AB4101'THE STATION DIRECTLY AHEAD.  THE STATION IS ON LINE WITH THE NORTHWEST
 AB4101'WALL OF A CONCRETE BLOCK HANGER, 161.2 FT (49.1 M) SOUTHWEST OF THE
 AB4101'WEST CORNER OF THE HANGER, 114.0 FT (34.7 M) NORTHEAST OF THE RUNWAY
 AB4101'CENTER, 58.7 FT (17.9 M) EAST SOUTHEAST OF THE CENTER OF THE NORTHEAST
 AB4101'END OF A STUB TAXIWAY AND 49.5 FT (15.1 M) EAST OF A TAXIWAY LIGHT
 AB4101'WITH A SHORT WITNESS POST. THIS STATION HAS BEEN SELECTED AS THE
 AB4101'PRIMARY AIRPORT CONTROL STATION (PACS) FOR THIS AIRPORT.
 AB4101
 AB4101                          STATION RECOVERY (2000)
 AB4101
 AB4101'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4101'NEW TO REACH AS FOLLOWS--TO REACH THE STATION FROM THE JUNCTION OF
 AB4101'STATE HIGHWAY 84 AND STATE HIGHWAY 15 SOUTH OF HARTINGTON, GO SOUTH ON
 AB4101'HIGHWAY 15 FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF COUNTY ROAD 881,
 AB4101'GO EAST ON ROAD 881 FOR 1.0 MI (1.6 KM) TO THE INTERSECTION 564
 AB4101'AVENUE, TURN LEFT NORTH AND GO 0.25 MI (0.40 KM) TO A GATE AND HANGER
 AB4101'AREA OF THE AIRPORT, PASS THROUGH THE GATE AND TURN RIGHT EAST ALONG
 AB4101'TAXI FOR 200 FT (61.0 M) TO A CONNECTING TAXIWAY TURN RIGHT SOUTH AND
 AB4101'FOLLOW THE TAXIWAY 0.15 MI (0.24 KM) TO A RUNWAY 13-31, CROSS THE
 AB4101'RUNWAY TO A CONCRETE APRON AND THE STATION ON THE LEFT IN A GRASS
 AB4101'AREA, 190.80 FT (58.16 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AB4101'NORTHERN MOST HANGER, 161.50 FT (49.23 M) WEST OF THE CORNER OF A
 AB4101'CONCRETE HANGER, 133.60 FT (40.7 M) EAST OF A RUNWAY LIGHT, 109.50 FT
 AB4101'(33.38 M) NORTHEAST OF THE CENTERLINE OF RUNWAY, 70.40 FT (21.46 M)
 AB4101'NORTHWEST OF THE CORNER OF THE CONCRETE APPROACH.  NOTE--AIRPORT
 AB4101'IDENTIFIER IS (0B4) NOT NE02.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4169 ***********************************************************************
 AB4169  SACS        -  This is a Secondary Airport Control Station.
 AB4169  DESIGNATION -  NE02 B
 AB4169  PID         -  AB4169
 AB4169  STATE/COUNTY-  NE/CEDAR
 AB4169  USGS QUAD   -  COLERIDGE (1968)
 AB4169
 AB4169                         *CURRENT SURVEY CONTROL
 AB4169  ___________________________________________________________________
 AB4169* NAD 83(1995)-  42 35 56.90249(N)    097 14 53.94747(W)     ADJUSTED  
 AB4169* NAVD 88     -       420.39   (meters)    1379.2    (feet)  GPS OBS   
 AB4169  ___________________________________________________________________
 AB4169  X           -    -593,313.768 (meters)                     COMP
 AB4169  Y           -  -4,664,920.690 (meters)                     COMP
 AB4169  Z           -   4,295,095.111 (meters)                     COMP
 AB4169  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AB4169  ELLIP HEIGHT-         394.94  (meters)          (12/12/01) GPS OBS
 AB4169  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AB4169
 AB4169  HORZ ORDER  -  FIRST
 AB4169  ELLP ORDER  -  FOURTH    CLASS II
 AB4169
 AB4169.This mark is at Hartington Municipal Airport (NE02)
 AB4169
 AB4169.The horizontal coordinates were established by GPS observations
 AB4169.and adjusted by the National Geodetic Survey in September 1997..
 AB4169
 AB4169.The orthometric height was determined by GPS observations and a
 AB4169.high-resolution geoid model.
 AB4169
 AB4169.GPS derived orthometric heights for airport stations designated as
 AB4169.PACS or SACS are published to 2 decimal places.  This maintains
 AB4169.centimeter relative accuracy between the PACS and SACS.  It does
 AB4169.not indicate centimeter accuracy relative to other marks which are
 AB4169.part of the NAVD 88 network.
 AB4169
 AB4169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4169
 AB4169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4169
 AB4169.The ellipsoidal height was determined by GPS observations
 AB4169.and is referenced to NAD 83.
 AB4169
 AB4169.The geoid height was determined by GEOID03.
 AB4169
 AB4169;                    North         East     Units Scale Factor Converg.
 AB4169;SPC NE       -   310,686.643   725,753.792   MT  0.99984097   +1 49 24.7
 AB4169;UTM  14      - 4,717,788.598   643,703.201   MT  0.99985407   +1 11 09.1
 AB4169
 AB4169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4169!SPC NE       -   0.99993807  x   0.99984097  =   0.99977904
 AB4169!UTM  14      -   0.99993807  x   0.99985407  =   0.99979214
 AB4169
 AB4169|---------------------------------------------------------------------|
 AB4169| PID    Reference Object                     Distance      Geod. Az  |
 AB4169|                                                           dddmmss.s |
 AB4169| AB4101 NE02 A                              396.540 METERS 33044     |
 AB4169|---------------------------------------------------------------------|
 AB4169
 AB4169                          SUPERSEDED SURVEY CONTROL
 AB4169
 AB4169  ELLIP H (09/23/97)  395.01   (m)                       GP(       ) 4 2
 AB4169
 AB4169.Superseded values are not recommended for survey control.
 AB4169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4169.See file dsdata.txt to determine how the superseded data were derived.
 AB4169
 AB4169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4370317789(NAD 83)
 AB4169_MARKER: I = METAL ROD
 AB4169_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4169_STAMPING: NE02 B 1995
 AB4169_MARK LOGO: NGS   
 AB4169_PROJECTION: FLUSH
 AB4169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4169+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1997
 AB4169_ROD/PIPE-DEPTH: 13.5 meters
 AB4169_SLEEVE-DEPTH  : 1 meters
 AB4169
 AB4169  HISTORY     - Date     Condition        Report By
 AB4169  HISTORY     - 1995     MONUMENTED       NGS
 AB4169  HISTORY     - 19970626 GOOD             NGS
 AB4169
 AB4169                          STATION DESCRIPTION
 AB4169
 AB4169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4169'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTH-SOUTHEAST OF
 AB4169'YANKTON SD, 1.5 MI (2.4 KM) SOUTHEAST OF HARTINGTON AND AT THE
 AB4169'HARTINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARTINGTON, AIRPORT
 AB4169'MANAGER IS TOM BECKER, PHONE (402) 254-6916 OR BUD BECKER AT (402)
 AB4169'254-6119.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB4169'15, 84 WEST AND A GRAVEL ROAD EAST (882 ROAD) ON THE SOUTHWEST SIDE OF
 AB4169'HARTINGTON, GO EAST ON GRAVEL 882 ROAD FOR 1.0 MI (1.6 KM) TO A
 AB4169'INTERSECTION, TURN RIGHT AND GO SOUTH ON GRAVEL 564 AVENUE FOR 0.6 MI
 AB4169'(1.0 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT
 AB4169'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO AN OLD AIRPORT OFFICE AHEAD AND
 AB4169'AN OLD GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO SOUTH ACROSS
 AB4169'GRASS FOR 0.1 MI (0.2 KM) TO A STUB TAXIWAY AND THE RUNWAY, TURN LEFT
 AB4169'AND GO SOUTHEAST ON THE RUNWAY FOR 0.25 MI (0.40 KM) TO THE PAVEMENT
 AB4169'END AND THE STATION ON THE RIGHT, JUST NORTHEAST OF THE EXTENDED
 AB4169'SOUTHWEST EDGE OF THE EXISTING CONCRETE TURNAROUND PAVEMENT.  THE
 AB4169'STATION IS 103.5 FT (31.5 M) SOUTHWEST OF THE EXTENDED CENTER OF THE
 AB4169'RUNWAY, 94.5 FT (28.8 M) WEST-NORTHWEST OF THE SOUTHWEST END OF A
 AB4169'METAL NE/SW CULVERT, 45.5 FT (13.9 M) NORTH OF THE SOUTHEAST END OF A
 AB4169'METAL NW/SE CULVERT, 33.3 FT (10.1 M) SOUTHEAST OF THE CENTER OF THE
 AB4169'TURNAROUND TAXIWAY, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST, 2.0 FT
 AB4169'(0.6 M) EAST OF A WITNESS POST AND 1.7 FT (0.5 M) NORTHWEST OF A
 AB4169'WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4169
 AB4169                          STATION RECOVERY (1997)
 AB4169
 AB4169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4169'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTH SOUTHEAST OF
 AB4169'YANKTON S.D., 1.5 MI (2.4 KM) SOUTHEAST OF HARTINGTON AND AT THE
 AB4169'HARTINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARTINGTON, AIRPORT
 AB4169'MANAGER IS TOM BECKER, PHONE (402) 254-6916 OR BUD BECKER AT (402)
 AB4169'254-6119.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB4169'15, 84 WEST AND A GRAVEL ROAD EAST (882 ROAD) ON THE SOUTHWEST SIDE OF
 AB4169'HARTINGTON, GO EAST ON GRAVEL 882 ROAD FOR 1.0 MI (1.6 KM) TO A
 AB4169'INTERSECTION, TURN RIGHT AND GO SOUTH ON GRAVEL 564 AVENUE FOR 0.6 MI
 AB4169'(1.0 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT
 AB4169'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO AN AIRPORT OFFICE AHEAD AND A
 AB4169'OLD GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO NORTHEAST ON A
 AB4169'GRAVEL ROAD FOR 0.1 MI (0.2 KM) TO A PARKING APRON. TURN RIGHT AND GO
 AB4169'SOUTHEAST ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN RIGHT
 AB4169'ON THE RUNWAY AND DRIVE FOR 0.25 MI (0.40 KM) TO THE END OF THE
 AB4169'RUNWAY, TURN RIGHT, WEST ON THE WARMUP APRON FOR 50 FEET (15.2 M) TO
 AB4169'THE STATION ON THE LEFT.  THE STATION IS 103.5 FT (31.5 M) SOUTHWEST
 AB4169'OF THE EXTENDED CENTER OF THE RUNWAY, 94.5 FT (28.8 M) WEST NORTHWEST
 AB4169'OF THE SOUTHWEST END OF A METAL NE/SW CULVERT, 45.5 FT (13.9 M) NORTH
 AB4169'OF THE SOUTHEAST END OF A METAL NW/SE CULVERT, 33.3 FT (10.1 M)
 AB4169'SOUTHEAST OF THE CENTER OF THE TURNAROUND TAXIWY.  THIS STATION HAS
 AB4169'BEEN SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) FOR THIS
 AB4169'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4170 ***********************************************************************
 AB4170  SACS        -  This is a Secondary Airport Control Station.
 AB4170  DESIGNATION -  NE02 C
 AB4170  PID         -  AB4170
 AB4170  STATE/COUNTY-  NE/CEDAR
 AB4170  USGS QUAD   -  HARTINGTON (1968)
 AB4170
 AB4170                         *CURRENT SURVEY CONTROL
 AB4170  ___________________________________________________________________
 AB4170* NAD 83(1995)-  42 36 17.14651(N)    097 15 15.61202(W)     ADJUSTED  
 AB4170* NAVD 88     -       419.15   (meters)    1375.2    (feet)  GPS OBS   
 AB4170  ___________________________________________________________________
 AB4170  X           -    -593,750.221 (meters)                     COMP
 AB4170  Y           -  -4,664,437.954 (meters)                     COMP
 AB4170  Z           -   4,295,554.096 (meters)                     COMP
 AB4170  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AB4170  ELLIP HEIGHT-         393.69  (meters)          (12/12/01) GPS OBS
 AB4170  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AB4170
 AB4170  HORZ ORDER  -  FIRST
 AB4170  ELLP ORDER  -  FOURTH    CLASS II
 AB4170
 AB4170.This mark is at Hartington Municipal Airport (NE02)
 AB4170
 AB4170.The horizontal coordinates were established by GPS observations
 AB4170.and adjusted by the National Geodetic Survey in September 1997..
 AB4170
 AB4170.The orthometric height was determined by GPS observations and a
 AB4170.high-resolution geoid model.
 AB4170
 AB4170.GPS derived orthometric heights for airport stations designated as
 AB4170.PACS or SACS are published to 2 decimal places.  This maintains
 AB4170.centimeter relative accuracy between the PACS and SACS.  It does
 AB4170.not indicate centimeter accuracy relative to other marks which are
 AB4170.part of the NAVD 88 network.
 AB4170
 AB4170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4170
 AB4170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4170
 AB4170.The ellipsoidal height was determined by GPS observations
 AB4170.and is referenced to NAD 83.
 AB4170
 AB4170.The geoid height was determined by GEOID03.
 AB4170
 AB4170;                    North         East     Units Scale Factor Converg.
 AB4170;SPC NE       -   311,295.202   725,240.403   MT  0.99984285   +1 49 10.4
 AB4170;UTM  14      - 4,718,402.839   643,196.611   MT  0.99985228   +1 10 54.9
 AB4170
 AB4170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4170!SPC NE       -   0.99993826  x   0.99984285  =   0.99978112
 AB4170!UTM  14      -   0.99993826  x   0.99985228  =   0.99979055
 AB4170
 AB4170:                Primary Azimuth Mark                     Grid Az
 AB4170:SPC NE       -  NE02 A                                   131 04 50.3
 AB4170:UTM  14      -  NE02 A                                   131 43 05.8
 AB4170
 AB4170|---------------------------------------------------------------------|
 AB4170| PID    Reference Object                     Distance      Geod. Az  |
 AB4170|                                                           dddmmss.s |
 AB4170| AB4101 NE02 A                              409.501 METERS 1325400.7 |
 AB4170|---------------------------------------------------------------------|
 AB4170
 AB4170                          SUPERSEDED SURVEY CONTROL
 AB4170
 AB4170  ELLIP H (09/23/97)  393.76   (m)                       GP(       ) 4 2
 AB4170
 AB4170.Superseded values are not recommended for survey control.
 AB4170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4170.See file dsdata.txt to determine how the superseded data were derived.
 AB4170
 AB4170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN4319718403(NAD 83)
 AB4170_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4170_STAMPING: NE02 C 1995
 AB4170_MARK LOGO: NGS   
 AB4170_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4170+STABILITY: SURFACE MOTION
 AB4170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4170+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1997
 AB4170
 AB4170  HISTORY     - Date     Condition        Report By
 AB4170  HISTORY     - 1995     MONUMENTED       NGS
 AB4170  HISTORY     - 19970626 GOOD             NGS
 AB4170
 AB4170                          STATION DESCRIPTION
 AB4170
 AB4170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4170'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTH-SOUTHEAST OF
 AB4170'YANKTON SD, 1.5 MI (2.4 KM) SOUTHEAST OF HARTINGTON AND AT THE
 AB4170'HARTINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARTINGTON, AIRPORT
 AB4170'MANAGER IS TOM BECKER, PHONE (402) 254-6916 OR BUD BECKER AT (402)
 AB4170'254-6119.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB4170'15, 84 WEST AND A GRAVEL ROAD EAST (882 ROAD) ON THE SOUTHWEST SIDE OF
 AB4170'HARTINGTON, GO EAST ON GRAVEL 882 ROAD FOR 1.0 MI (1.6 KM) TO AN
 AB4170'INTERSECTION, TURN RIGHT AND GO SOUTH ON GRAVEL 564 AVENUE FOR 0.6 MI
 AB4170'(1.0 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT
 AB4170'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO AN OLD AIRPORT OFFICE AHEAD AND
 AB4170'AN OLD GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO SOUTH ACROSS
 AB4170'GRASS FOR 0.1 MI (0.2 KM) TO A STUB TAXIWAY AND THE RUNWAY, TURN RIGHT
 AB4170'AND GO NORTHWEST ON THE RUNWAY FOR 0.25 MI (0.40 KM) TO THE PAVEMENT
 AB4170'END AND THE STATION ON THE LEFT, ON THE SOUTHWEST SIDE OF A DITCH ON
 AB4170'THE EDGE OF A FIELD.  THE STATION IS LEVEL WITH THE RUNWAY, 86.0 FT
 AB4170'(26.2 M) SOUTHEAST OF THE APPROXIMATE CENTER OF A DIRT ROAD, 78.3 FT
 AB4170'(23.9 M) SOUTHWEST OF THE RUNWAY CENTER, 69.9 FT (21.3 M) SOUTH OF THE
 AB4170'NORTHWEST CORNER OF THE CONCRETE RUNWAY PAVEMENT, 12.0 FT (3.7 M)
 AB4170'SOUTHWEST OF THE APPROXIMATE BOTTOM OF THE DITCH (ABOUT 2 FT (0.6 M)
 AB4170'HIGHER), 2.0 FT (0.6 M) SOUTHEAST OF A WITNESS POST AND 1.8 FT (0.5 M)
 AB4170'NORTHWEST OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4170
 AB4170                          STATION RECOVERY (1997)
 AB4170
 AB4170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4170'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTH SOUTHEAST OF
 AB4170'YANKTON S.D., 1.5 MI (2.4 KM) SOUTHEAST OF HARTINGTON AND AT THE
 AB4170'HARTINGTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARTINGTON, AIRPORT
 AB4170'MANAGER IS TOM BECKER, PHONE (402) 254-6916 OR BUD BECKER AT (402)
 AB4170'254-6119.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AB4170'15, 84 WEST AND A GRAVEL ROAD EAST (882 ROAD) ON THE SOUTHWEST SIDE OF
 AB4170'HARTINGTON, GO EAST ON GRAVEL 882 ROAD FOR 1.0 MI (1.6 KM) TO A
 AB4170'INTERSECTION, TURN RIGHT AND GO SOUTH ON GRAVEL 564 AVENUE FOR 0.6 MI
 AB4170'(1.0 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO WEST ON THE AIRPORT
 AB4170'ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO THE AIRPORT OFFICE AHEAD AND A
 AB4170'OLD GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO SOUTH ON A GRAVEL
 AB4170'ROAD TO A PARKING APRON.  TURN RIGHT SOUTHEAST ON PARKING APRON AND
 AB4170'CONTINUE FOR 0.1 MI (0.2 KM) ON TAXIWAY TO THE RUNWAY, TURN LEFT,
 AB4170'NORTHWEST ON TAXIWAY AND CONTINUE FOR 0.25 MI (0.40 KM) STATION ON THE
 AB4170'LEFT ON THE SOUTHWEST SIDE OF A DITCH ON THE EDGE OF A FIELD. THE
 AB4170'STATION IS LEVEL WITH THE RUNWAY, 78.3 FT (23.9 M) SOUTHWEST OF THE
 AB4170'RUNWAY CENTER, 51.3 FT (15.6 M) SOUTHWEST OF RUNWAY LIGHT R7. 12.0 FT
 AB4170'(3.7 M) SOUTHWEST OF THE APPROXIMATE BOTTOM OF THE DITCH (ABOUT 2 FT
 AB4170'(0.6 M) HIGHER) , 2.0 FT (0.6 M) SOUTHEAST OF A WITNESS POST AND 1.8
 AB4170'FT (0.5 M) NORTHWEST OF A WITNESS POST.  THIS STATION HAS BEEN
 AB4170'SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) FOR THIS
 AB4170'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0391 ***********************************************************************
 MN0391  CBN         -  This is a Cooperative Base Network Control Station.
 MN0391  DESIGNATION -  NEBCO
 MN0391  PID         -  MN0391
 MN0391  STATE/COUNTY-  NE/CHEYENNE
 MN0391  USGS QUAD   -  LORENZO (1972)
 MN0391
 MN0391                         *CURRENT SURVEY CONTROL
 MN0391  ___________________________________________________________________
 MN0391* NAD 83(1995)-  41 00 08.49223(N)    103 05 25.56412(W)     ADJUSTED  
 MN0391* NAVD 88     -      1346.955  (meters)    4419.13   (feet)  ADJUSTED  
 MN0391  ___________________________________________________________________
 MN0391  X           -  -1,091,997.350 (meters)                     COMP
 MN0391  Y           -  -4,696,130.468 (meters)                     COMP
 MN0391  Z           -   4,163,491.803 (meters)                     COMP
 MN0391  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 MN0391  ELLIP HEIGHT-        1327.40  (meters)          (09/24/01) GPS OBS
 MN0391  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 MN0391  DYNAMIC HT  -        1345.981 (meters)    4415.94  (feet)  COMP
 MN0391  MODELED GRAV-     979,853.6   (mgal)                       NAVD 88
 MN0391
 MN0391  HORZ ORDER  -  B
 MN0391  VERT ORDER  -  FIRST     CLASS II
 MN0391  ELLP ORDER  -  FOURTH    CLASS I
 MN0391
 MN0391.The horizontal coordinates were established by GPS observations
 MN0391.and adjusted by the National Geodetic Survey in May 1992..
 MN0391
 MN0391.The orthometric height was determined by differential leveling
 MN0391.and adjusted by the National Geodetic Survey in June 1991..
 MN0391
 MN0391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0391
 MN0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0391
 MN0391.The ellipsoidal height was determined by GPS observations
 MN0391.and is referenced to NAD 83.
 MN0391
 MN0391.The geoid height was determined by GEOID03.
 MN0391
 MN0391.The dynamic height is computed by dividing the NAVD 88
 MN0391.geopotential number by the normal gravity value computed on the
 MN0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0391.degrees latitude (g = 980.6199 gals.).
 MN0391
 MN0391.The modeled gravity was interpolated from observed gravity values.
 MN0391
 MN0391;                    North         East     Units Scale Factor Converg.
 MN0391;SPC NE       -   134,437.807   240,129.135   MT  0.99969695   -2 02 52.9
 MN0391;SPC CO N     -   492,878.616 1,117,107.589   MT  1.00004289   +1 33 24.8
 MN0391;SPC CO N     - 1,617,052.59  3,665,043.81   sFT  1.00004289   +1 33 24.8
 MN0391;UTM  13      - 4,540,775.097   660,595.854   MT  0.99991744   +1 15 11.2
 MN0391
 MN0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0391!SPC NE       -   0.99979183  x   0.99969695  =   0.99948884
 MN0391!SPC CO N     -   0.99979183  x   1.00004289  =   0.99983471
 MN0391!UTM  13      -   0.99979183  x   0.99991744  =   0.99970928
 MN0391
 MN0391:                Primary Azimuth Mark                     Grid Az
 MN0391:SPC NE       -  NEBCO AZ MK                              021 28 52.4
 MN0391:SPC CO N     -  NEBCO AZ MK                              017 52 34.7
 MN0391:UTM  13      -  NEBCO AZ MK                              018 10 48.3
 MN0391
 MN0391|---------------------------------------------------------------------|
 MN0391| PID    Reference Object                     Distance      Geod. Az  |
 MN0391|                                                           dddmmss.s |
 MN0391| MN0390 NEBCO AZ MK                                        0192559.5 |
 MN0391| CP7820 NEBCO RM 1                           15.442 METERS 01937     |
 MN0391| LK0616 PEETZ MUNICIPAL TANK                APPROX. 4.6 KM 2013824.2 |
 MN0391| CP7821 NEBCO RM 2                           14.725 METERS 28509     |
 MN0391|---------------------------------------------------------------------|
 MN0391
 MN0391                          SUPERSEDED SURVEY CONTROL
 MN0391
 MN0391  ELLIP H (05/26/92) 1327.45   (m)                       GP(       ) 4 1
 MN0391  NAD 83(1986)-  41 00 08.48245(N)    103 05 25.57018(W) AD(       ) 3
 MN0391  NAD 27      -  41 00 08.53410(N)    103 05 23.84110(W) AD(       ) 3
 MN0391  NAVD 88 (05/26/92) 1346.96   (m)         4419.2    (f) LEVELING    3  
 MN0391  NGVD 29 (06/11/92) 1346.19   (m)         4416.6    (f) LEVELING    3  
 MN0391
 MN0391.Superseded values are not recommended for survey control.
 MN0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0391.See file dsdata.txt to determine how the superseded data were derived.
 MN0391
 MN0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6059640775(NAD 83)
 MN0391_MARKER: DS = TRIANGULATION STATION DISK
 MN0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0391_SP_SET: CONCRETE POST
 MN0391_STAMPING: NEBCO 1963
 MN0391_MARK LOGO: CGS   
 MN0391_PROJECTION: FLUSH
 MN0391_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MN0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0391+STABILITY: SURFACE MOTION
 MN0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0391+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1995
 MN0391
 MN0391  HISTORY     - Date     Condition        Report By
 MN0391  HISTORY     - 1963     MONUMENTED       CGS
 MN0391  HISTORY     - 1985     GOOD             NGS
 MN0391  HISTORY     - 19910501 GOOD             NGS
 MN0391  HISTORY     - 19950420 GOOD             NGS
 MN0391  HISTORY     - 19950627 GOOD             MSAM
 MN0391
 MN0391                          STATION DESCRIPTION
 MN0391
 MN0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0391'THE STATION IS 10 MILES SOUTH AND 6 MILES WEST OF SIDNEY,
 MN0391'NEBRASKA, 3 MILES NORTH AND 1 MILE EAST OF PEETZ, COLORADO, ON
 MN0391'THE COLORADO-NEBRASKA STATE BOUNDARY, AND ON THE WEST RIGHT-OF-WAY
 MN0391'OF STATE HIGHWAY 19.
 MN0391'
 MN0391'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0391'STATE HIGHWAY 19 ON THE EAST EDGE OF SIDNEY, GO SOUTHWEST ON
 MN0391'HIGHWAY 19 FOR 9.8 MILES TO A GRAIN ELEVATOR ON THE RIGHT, IN
 MN0391'LORENZO, NEBRASKA.  CONTINUE SOUTHWEST ON HIGHWAY 19 FOR 3.0
 MN0391'MILES TO THE AZIMUTH MARK ON THE RIGHT, WEST RIGHT-OF-WAY OF
 MN0391'HIGHWAY 19.  CONTINUE SOUTHWEST ON HIGHWAY 19 FOR 0.4 MILE TO
 MN0391'THE STATION ON THE RIGHT, ON THE COLORADO-NEBRASKA STATE
 MN0391'BOUNDARY.
 MN0391'
 MN0391'STATION MARKS ARE STANDARD DISKS STAMPED NEBCO 1963.  THE SURFACE
 MN0391'DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0391'THE GROUND.  IT IS 92 FEET EAST OF THE EAST RAIL OF RAILROAD
 MN0391'TRACKS, 45.5 FEET WEST OF THE CENTER LINE OF HIGHWAY 19, 21.5
 MN0391'FEET WEST OF THE STATE LINE MARKER, AND 13.0 FEET NORTHWEST OF A
 MN0391'CONCRETE POST WHICH PROJECTS 5 FEET.  THE UNDERGROUND DISK IS
 MN0391'SET IN AN IRREGULAR MASS OF CONCRETE 51 INCHES BELOW THE SURFACE
 MN0391'OF THE GROUND.
 MN0391'
 MN0391'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NEBCO NO 1 1963,
 MN0391'IS SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0391'GROUND.  IT IS 90.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 MN0391'TRACKS, 46.5 FEET WEST OF THE CENTER LINE OF HIGHWAY 19, AND 56
 MN0391'FEET NORTHWEST OF THE STATE LINE MARKER.
 MN0391'
 MN0391'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NEBCO NO 2 1963,
 MN0391'IS SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MN0391'GROUND.  IT IS 62.0 FEET NORTHWEST OF A YELLOW HIGHWAY
 MN0391'RIGHT-OF-WAY MARKER, 54.5 FEET WEST OF THE CONCRETE POST, AND
 MN0391'44.0 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS.
 MN0391'
 MN0391'AZIMUTH MARK, A STANDARD DISK STAMPED NEBCO 1963, IS SET IN A
 MN0391'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 46 FEET
 MN0391'EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 62 FEET EAST OF A
 MN0391'CONCRETE WHISTLE SIGN, 49.5 FEET WEST OF THE CENTER LINE OF
 MN0391'HIGHWAY 19, AND 2 FEET SOUTH OF A METAL WITNESS POST.
 MN0391'
 MN0391'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MN0391
 MN0391                          STATION RECOVERY (1985)
 MN0391
 MN0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0391'5.2 KM (3.25 MI) NE FROM PEETZ CO.
 MN0391'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 MN0391'0.24 KM (0.15 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT PEETZ
 MN0391'COLORADO, THENCE 4.8 KM (3.0 MI) NORTHEAST ALONG STATE ROUTE 19, AT
 MN0391'THE NEBRASKA-COLORADO STATE LINE, 14.0 METERS (46 FT) WEST OF THE
 MN0391'HIGHWAY CENTERLINE, 28.0 METERS (92 FT) EAST OF THE EAST RAIL OF THE
 MN0391'BURLINGTON NORTHERN RAILROAD, 6.6 METERS (21.5 FT) WEST OF A (WELCOME
 MN0391'TO COLORADO) SIGN AND 4.0 METERS (13 FT) NORTHWEST OF A 5-FOOT HIGH
 MN0391'CONCRETE POST.
 MN0391'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MN0391
 MN0391                          STATION RECOVERY (1991)
 MN0391
 MN0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MN0391'STATION IS LOCATED ABOUT 20 KM (12.4 MI) SOUTHEAST OF SYDNEY,
 MN0391'NEBRASKA, 4.8 KM (3.0 MI) NORTHEAST OF PEETZ, COLORADO, JUST NORTH OF
 MN0391'THE COLORADO-NEBRASKA STATE LINE, IN A GRASS STRIP BETWEEN THE
 MN0391'HIGHWAY AND RAILROAD TRACK, IN THE NORTHWEST 1/4 OF SECTION 24 (IN
 MN0391'NEBRASKA), T 12 N, R 51 W.  OWNERSHIP--STATE DEPARTMENT OF
 MN0391'TRANSPORTATION.
 MN0391'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 113 AND THE PAVED ROAD
 MN0391'LEADING WEST INTO PEETZ, COLORADO, GO NORTHEAST ON HIGHWAY 113 FOR
 MN0391'3.71 KM (2.31 MI) TO A GRAVEL CROSSROAD (COUNTY ROAD 78).  CONTINUE
 MN0391'AHEAD FOR 1.06 KM (0.66 MI) TO THE STATE LINE AND THE STATION ON THE
 MN0391'LEFT.
 MN0391'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 1 CM
 MN0391'BELOW GROUND.  IT IS 13.9 M (45.6 FT) NORTHWEST OF, AND 0.5 M
 MN0391'(1.6 FT) LOWER THAN THE CENTER OF NEBRASKA HIGHWAY 19, 28.0 M
 MN0391'(91.9 FT) SOUTHEAST OF SOUTHEAST RAIL OF TRACK, 3.9 M (12.8 FT) NORTH
 MN0391'OF A CONCRETE BOUNDARY POST, 4.7 M (15.4 FT) NORTHWEST OF THE
 MN0391'NORTHWEST LEG OF A SIGN -WELCOME TO COLORFUL COLORADO- AND 0.4 M
 MN0391'(1.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 MN0391'DESCRIBED BY G.R.HEID
 MN0391
 MN0391                          STATION RECOVERY (1995)
 MN0391
 MN0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MN0391'THE MARK IS LOCATED ABOUT 12.5 MI (20.1 KM) SOUTHEAST OF SIDNEY, 3.0
 MN0391'MI (4.8 KM) NORTH OF PEETZ, COLORADO, AT THE NEBRASKA-COLORADO STATE
 MN0391'LINE, BETWEEN THE HIGHWAY AND A RAILROAD TRACK, IN THE NW1/4, SEC24,
 MN0391'T12N, R51W AND ON THE WEST RIGHT-OF-WAY OF NEBRASKA STATE HIGHWAY 19.
 MN0391'TO REACH THE MARK FROM JUNCTION OF COLORADO STATE HIGHWAY 113 AND A
 MN0391'PAVED ROAD LEADING WEST IN PEETZ, COLORADO, GO NORTH ON HIGHWAY 113
 MN0391'FOR 2.3 MI (3.7 KM) TO A GRAVELED CROSSROAD, COUNTY ROAD 78. CONTINUE
 MN0391'NORTH FOR 0.65 MI (1.05 KM) TO THE BEGINNING OF NEBRASKA STATE HIGHWAY
 MN0391'19, THE STATE LINE AND THE MARK ON THE LEFT.  THE DISK IS SET INTO THE
 MN0391'TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED 3 CM BELOW THE
 MN0391'GROUND SURFACE.  IT IS 45.5 FT (13.9 M) NORTHWEST OF THE CENTERLINE OF
 MN0391'THE HIGHWAY, 91.9 FT (28.0 M) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 MN0391'TRACK, 15.4 FT (4.7 M) NORTHWEST OF THE NORTHWEST POST OF A WELCOME TO
 MN0391'COLORADO SIGN, 12.8 FT (3.9 M) NORTH OF A CONCRETE BOUNDARY POST, 1.3
 MN0391'FT (0.4 M) NORTHEAST OF A WITNESS POST AND ABOUT 1.5 FT (0.5 M) LOWER
 MN0391'THAN THE HIGHWAY.  REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
 MN0391
 MN0391                          STATION RECOVERY (1995)
 MN0391
 MN0391'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 MN0391'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0390 ***********************************************************************
 MN0390  DESIGNATION -  NEBCO AZ MK
 MN0390  PID         -  MN0390
 MN0390  STATE/COUNTY-  NE/CHEYENNE
 MN0390  USGS QUAD   -  LORENZO (1972)
 MN0390
 MN0390                         *CURRENT SURVEY CONTROL
 MN0390  ___________________________________________________________________
 MN0390* NAD 83(1986)-  41 00 27.     (N)    103 05 16.     (W)     SCALED    
 MN0390* NAVD 88     -      1345.086  (meters)    4413.00   (feet)  ADJUSTED  
 MN0390  ___________________________________________________________________
 MN0390  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 MN0390  DYNAMIC HT  -        1344.115 (meters)    4409.82  (feet)  COMP
 MN0390  MODELED GRAV-     979,854.4   (mgal)                       NAVD 88
 MN0390
 MN0390  VERT ORDER  -  FIRST     CLASS II
 MN0390
 MN0390.The horizontal coordinates were scaled from a topographic map and have
 MN0390.an estimated accuracy of +/- 6 seconds.
 MN0390
 MN0390.The orthometric height was determined by differential leveling
 MN0390.and adjusted by the National Geodetic Survey in June 1991..
 MN0390
 MN0390.The geoid height was determined by GEOID03.
 MN0390
 MN0390.The dynamic height is computed by dividing the NAVD 88
 MN0390.geopotential number by the normal gravity value computed on the
 MN0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0390.degrees latitude (g = 980.6199 gals.).
 MN0390
 MN0390.The modeled gravity was interpolated from observed gravity values.
 MN0390
 MN0390;                    North         East    Units  Estimated Accuracy
 MN0390;SPC NE       -   135,000.      240,370.      MT  (+/- 180 meters Scaled)
 MN0390
 MN0390                          SUPERSEDED SURVEY CONTROL
 MN0390
 MN0390.No superseded survey control is available for this station.
 MN0390
 MN0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF608413(NAD 83)
 MN0390_MARKER: DZ = AZIMUTH MARK DISK
 MN0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0390_SP_SET: CONCRETE POST
 MN0390_STAMPING: NEBCO 1963
 MN0390_MARK LOGO: CGS   
 MN0390_PROJECTION: PROJECTING 10 CENTIMETERS
 MN0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0390+STABILITY: SURFACE MOTION
 MN0390
 MN0390  HISTORY     - Date     Condition        Report By
 MN0390  HISTORY     - 1963     MONUMENTED       CGS
 MN0390  HISTORY     - 1985     GOOD             NGS
 MN0390
 MN0390                          STATION DESCRIPTION
 MN0390
 MN0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0390'5.7 KM (3.55 MI) NE FROM PEETZ CO.
 MN0390'0.24 KM (0.15 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT PEETZ
 MN0390'COLORADO, THENCE 5.5 KM (3.4 MI) NORTHEAST ALONG STATE ROUTE 19,
 MN0390'0.64 KM (0.4 MI) NORTHEAST OF THE NEBRASKA-COLORADO STATE LINE,
 MN0390'15.2 METERS (50 FT) WEST OF THE HIGHWAY CENTERLINE, 14.0 METERS
 MN0390'(46 FT) EAST OF THE EAST RAIL OF THE BURLINGTON NORTHERN RAILROAD AND
 MN0390'8.8 METERS (29 FT) SOUTH OF A POWER POLE.
 MN0390'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 MN0390'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0597 ***********************************************************************
 MN0597  DESIGNATION -  NEBCOL
 MN0597  PID         -  MN0597
 MN0597  STATE/COUNTY-  NE/KIMBALL
 MN0597  USGS QUAD   -  KIMBALL SE (1972)
 MN0597
 MN0597                         *CURRENT SURVEY CONTROL
 MN0597  ___________________________________________________________________
 MN0597* NAD 83(1995)-  41 00 09.43438(N)    103 34 21.68793(W)     ADJUSTED  
 MN0597* NAVD 88     -      1508.     (meters)    4947.     (feet)  SCALED    
 MN0597  ___________________________________________________________________
 MN0597  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 MN0597  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 MN0597
 MN0597  HORZ ORDER  -  FIRST
 MN0597
 MN0597.The horizontal coordinates were established by classical geodetic methods
 MN0597.and adjusted by the National Geodetic Survey in August 1997..
 MN0597
 MN0597.The orthometric height was scaled from a topographic map.
 MN0597
 MN0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0597
 MN0597.The geoid height was determined by GEOID03.
 MN0597
 MN0597;                    North         East     Units Scale Factor Converg.
 MN0597;SPC NE       -   136,029.413   199,599.490   MT  0.99969691   -2 22 03.4
 MN0597;SPC CO N     -   491,915.560 1,076,544.095   MT  1.00004295   +1 14 43.1
 MN0597;SPC CO N     - 1,613,892.97  3,531,961.75   sFT  1.00004295   +1 14 43.1
 MN0597;UTM  13      - 4,540,029.029   620,035.863   MT  0.99977734   +0 56 11.6
 MN0597
 MN0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0597!SPC NE       -   0.99976653  x   0.99969691  =   0.99946351
 MN0597!SPC CO N     -   0.99976653  x   1.00004295  =   0.99980947
 MN0597!UTM  13      -   0.99976653  x   0.99977734  =   0.99954392
 MN0597
 MN0597|---------------------------------------------------------------------|
 MN0597| PID    Reference Object                     Distance      Geod. Az  |
 MN0597|                                                           dddmmss.s |
 MN0597| CP7825 NEBCOL RM 1                          27.395 METERS 01858     |
 MN0597| CP7824 NEBCOL AZ MK                                       0763033.5 |
 MN0597| LK0725 SHELL OIL CO RADIO MAST             APPROX.11.5 KM 2390304.2 |
 MN0597| CP7826 NEBCOL RM 2                          75.267 METERS 30139     |
 MN0597|---------------------------------------------------------------------|
 MN0597
 MN0597                          SUPERSEDED SURVEY CONTROL
 MN0597
 MN0597  NAD 83(1995)-  41 00 09.43231(N)    103 34 21.68696(W) AD(       ) 1
 MN0597  NAD 83(1995)-  41 00 09.43180(N)    103 34 21.68424(W) AD(       ) 1
 MN0597  NAD 83(1986)-  41 00 09.43008(N)    103 34 21.68486(W) AD(       ) 1
 MN0597  NAD 27      -  41 00 09.48810(N)    103 34 19.90740(W) AD(       ) 1
 MN0597
 MN0597.Superseded values are not recommended for survey control.
 MN0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0597.See file dsdata.txt to determine how the superseded data were derived.
 MN0597
 MN0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2003640029(NAD 83)
 MN0597_MARKER: DS = TRIANGULATION STATION DISK
 MN0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0597
 MN0597  HISTORY     - Date     Condition        Report By
 MN0597  HISTORY     - 1934     MONUMENTED       CGS
 MN0597  HISTORY     - 1963     GOOD             CGS
 MN0597
 MN0597                          STATION DESCRIPTION
 MN0597
 MN0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0597'THIS STATION IS ABOUT 17 MILES SOUTHWEST OF KIMBALL AT THE
 MN0597'NORTHWEST END OF A RIDGE IN THE NORTHWEST CORNER OF A PASTURE,
 MN0597'3-1/2 MILES WEST OF CLYDE GORMANS RANCH BUILDINGS, 0.9 MILE
 MN0597'WEST-SOUTHWEST OF A LARGE BARN AND WINDMILL (NOT VISIBLE FROM
 MN0597'THE STATION), 0.1 MILE SOUTH OF AN EAST-WEST FENCE, 211.5 FEET
 MN0597'EAST OF A NORTH-SOUTH FENCE, 15 FEET EAST OF A PILE OF WHITE
 MN0597'STONES, WHICH IS BELIEVED TO MARK THE STATE BOUNDARY OF THE
 MN0597'COLORADO STATE SURVEY BUT NO MARK COULD BE FOUND.  THE STATION
 MN0597'MARK PROJECTS 3 INCHES.
 MN0597'
 MN0597'THE STATION IS REACHED FROM DIX BY TURNING SOUTH OFF PAVED
 MN0597'U.S. HIGHWAY 30 AT THE WEST EDGE OF TOWN AND DRIVING 13.0 MILES
 MN0597'TO A T-ROAD INTERSECTION, THEN WEST 0.3 MILE, THEN SOUTH 3.0
 MN0597'MILES TO A DIM ROAD JUST NORTH OF CLYDE GORMANS BUILDINGS.
 MN0597'LEAVE GRADE AND DRIVE WEST ON FARM ROAD ALONG THE NORTH SIDE
 MN0597'OF FENCE FOR 1.0 MILE, PASS THROUGH A WIRE GATE AT FENCE
 MN0597'CORNERS AT THE NORTHWEST CORNER OF A CORNFIELD, THEN TAKE
 MN0597'LEFT FORK ON MAIN TRACK ROAD AND DRIVE SOUTHWESTERLY FOR
 MN0597'0.7 MILE, THEN RIGHT FORK AT CROSS ROAD AND DRIVE
 MN0597'NORTHWESTERLY FOR 0.6 MILE, PASS THROUGH A GATE IN AN
 MN0597'EAST-WEST FENCE AT A 12-FOOT JOG IN THE FENCE (THE MAIN
 MN0597'ROAD GOES NORTH HERE), TURN WEST AND FOLLOW FARM ROAD
 MN0597'ALONG THE NORTH SIDE OF FENCE FOR 1.2 MILES TO A LARGE BARN
 MN0597'AND WINDMILL, PASS THROUGH GATE AT A STEEL TANK AND
 MN0597'DRIVE 0.1 MILE SOUTH TO A FENCE CORNER, THEN WEST ALONG
 MN0597'THE NORTH SIDE OF A FENCE 0.8 MILE TO A T-FENCE
 MN0597'INTERSECTION WHERE A STEM RUNS SOUTH, CROSS FENCE AND
 MN0597'DRIVE 0.1 MILE SOUTHEAST TO THE TOP OF THE HILL AND THE
 MN0597'STATION.
 MN0597'
 MN0597'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0597'BRONZE DISKS SET AS DESCRIBED.
 MN0597'
 MN0597'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION AND
 MN0597'PROJECTS 3 INCHES.
 MN0597'
 MN0597'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 1 FOOT
 MN0597'WEST OF A NORTH-SOUTH FENCE, AND PROJECTS 6 INCHES.
 MN0597'
 MN0597'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, 2 FEET SOUTH
 MN0597'OF AN EAST-WEST FENCE, AND PROJECTS 4 INCHES.
 MN0597'
 MN0597'A 4-FOOT STAND WILL CLEAR THE LINE TO ALL OBJECTS.
 MN0597
 MN0597                          STATION RECOVERY (1963)
 MN0597
 MN0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0597'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 MN0597'CONDITION AS DESCRIBED IN THE 1934 DESCRIPTION.  A NEW WITNESS
 MN0597'POST WAS ESTABLISHED 2.8 FEET EAST OF THE STATION, 91.2 FEET
 MN0597'SOUTH OF R.M. 1, 251.0 FEET SOUTHEAST OF R.M. 2.  DUE TO
 MN0597'CHANGES IN ROADS A NEW TO REACH FOLLOWS.
 MN0597'
 MN0597'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 MN0597'71 IN KIMBALL, NEBRASKA, GO SOUTH ON STATE HIGHWAY 71 FOR
 MN0597'14.35 MILES TO A CROSSROAD AND A SIGN ANTELOPE GAS COMPANY,
 MN0597'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 4.9 MILES TO
 MN0597'A SIDE ROAD RIGHT JUST BEFORE REACHING A GAS PLANT, TURN RIGHT
 MN0597'AND GO SOUTH ON A GRAVELED ROAD FOR 1.9 MILES TO A SIDE ROAD
 MN0597'LEFT.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.35 MILE
 MN0597'TO A POINT WHERE THE GRAVELED ROAD TURNS TO THE NORTH,
 MN0597'CONTINUE STRAIGHT AHEAD ACROSS A PASTURE FOR 0.7 MILE TO A
 MN0597'SMALL RIDGE AND THE STATION ON THE TOP OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1182 ***********************************************************************
 LG1182  DESIGNATION -  NEBR NO 1
 LG1182  PID         -  LG1182
 LG1182  STATE/COUNTY-  NE/LANCASTER
 LG1182  USGS QUAD   -  EMERALD (1978)
 LG1182
 LG1182                         *CURRENT SURVEY CONTROL
 LG1182  ___________________________________________________________________
 LG1182* NAD 83(1995)-  40 47 16.22416(N)    096 46 41.02187(W)     ADJUSTED  
 LG1182* NAVD 88     -       390.10   (+/-2cm)    1279.9    (feet)  VERTCON   
 LG1182  ___________________________________________________________________
 LG1182  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 LG1182  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 LG1182
 LG1182  HORZ ORDER  -  THIRD
 LG1182  VERT ORDER  -  THIRD ? (See Below)
 LG1182
 LG1182.The horizontal coordinates were established by classical geodetic methods
 LG1182.and adjusted by the National Geodetic Survey in August 1997..
 LG1182.No horizontal observational check was made to the station.
 LG1182
 LG1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1182.The vertical order pertains to the NGVD 29 superseded value.
 LG1182
 LG1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1182
 LG1182.The geoid height was determined by GEOID03.
 LG1182
 LG1182;                    North         East     Units Scale Factor Converg.
 LG1182;SPC NE       -   111,042.061   771,811.166   MT  0.99973651   +2 08 06.6
 LG1182;UTM  14      - 4,517,581.051   687,473.314   MT  1.00003261   +1 27 06.9
 LG1182
 LG1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1182!SPC NE       -   0.99994292  x   0.99973651  =   0.99967944
 LG1182!UTM  14      -   0.99994292  x   1.00003261  =   0.99997553
 LG1182
 LG1182:                Primary Azimuth Mark                     Grid Az
 LG1182:SPC NE       -  NEBR NO 1 AZ MK                          358 37 11.1
 LG1182:UTM  14      -  NEBR NO 1 AZ MK                          359 18 10.8
 LG1182
 LG1182|---------------------------------------------------------------------|
 LG1182| PID    Reference Object                     Distance      Geod. Az  |
 LG1182|                                                           dddmmss.s |
 LG1182| CL7971 NEBR NO 1 AZ MK                                    0004517.7 |
 LG1182| CL7972 NEBR NO 1 RM 1                       13.375 METERS 04939     |
 LG1182| CL7973 NEBR NO 1 RM 2                       13.765 METERS 13012     |
 LG1182|---------------------------------------------------------------------|
 LG1182
 LG1182                          SUPERSEDED SURVEY CONTROL
 LG1182
 LG1182  NAD 83(1986)-  40 47 16.23440(N)    096 46 41.02110(W) AD(       ) 3
 LG1182  NAD 27      -  40 47 16.21353(N)    096 46 39.95112(W) AD(       ) 3
 LG1182  NGVD 29 (07/19/86)  389.98   (m)         1279.5    (f) LEVELING    3  
 LG1182
 LG1182.Superseded values are not recommended for survey control.
 LG1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1182.See file dsdata.txt to determine how the superseded data were derived.
 LG1182
 LG1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8747317581(NAD 83)
 LG1182_MARKER: DS = TRIANGULATION STATION DISK
 LG1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1182
 LG1182  HISTORY     - Date     Condition        Report By
 LG1182  HISTORY     - 1966     MONUMENTED       NEDR
 LG1182
 LG1182                          STATION DESCRIPTION
 LG1182
 LG1182'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1966 (HED)
 LG1182'STATION IS LOCATED ABOUT 1.8 MILES SOUTH AND 3.6 MILES WEST OF
 LG1182'THE C.B. AND Q. RAILROAD STATION AT 7TH AND P STREETS IN LINCOLN.
 LG1182'THE STATION IS NEAR THE NORTH-SOUTH SECTION LINE, APPROXIMATELY
 LG1182'1200 FEET NORTH OF THE SECTION CORNER COMMON TO SECTIONS 31 AND 32,
 LG1182'T10N R6E AND SECTIONS 5 AND 6, T9N R6E.
 LG1182'
 LG1182'TO REACH THE STATION FROM THE RAILROAD STATION AT 7TH AND P
 LG1182'STREETS, PROCEED EAST ON P STREET FOR 2 BLOCKS TO 9TH AND P
 LG1182'STREETS, TURN RIGHT (SOUTH) AND CONTINUE FOR 1 BLOCK ON 9TH STREET
 LG1182'TO 9TH AND O STREETS, TURN RIGHT (WEST) AND PROCEED ON O STREET
 LG1182'(ALSO HIGHWAY NO. 6) FOR 3.7 MILES TO AN INTERSECTION WITH A
 LG1182'NORTH-SOUTH SECTION LINE ROAD, TURN LEFT (SOUTH) AND CONTINUE
 LG1182'ON SECTION LINE ROAD FOR 1.8 MILES TO THE STATION IN THE
 LG1182'CENTER OF THE ROAD.
 LG1182'
 LG1182'THE STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 LG1182'TRIANGULATION DISK STAMPED, NEBR. NO. 1, 1966.  IT IS ON A HILL
 LG1182'BURIED 1 FOOT BELOW THE SURFACE OF THE ROAD AND IN THE CENTERLINE
 LG1182'OF THE COUNTY ROAD, 33 FEET EAST OF A WITNESS POST IN A
 LG1182'NORTH-SOUTH FENCE ON THE WEST SIDE OF THE ROAD AND 33 FEET WEST OF
 LG1182'A WITNESS POST IN A NORTH-SOUTH FENCE ON THE EAST SIDE OF THE
 LG1182'ROAD.  THE STATION IS 50 FEET NORTH OF AN EAST-WEST FENCE AT
 LG1182'THE SOUTH SIDE OF A PASTURE ON THE WEST SIDE OF THE ROAD AND
 LG1182'300 FEET NORTH OF THE CENTERLINE OF A FARM DRIVE ON THE
 LG1182'WEST SIDE OF THE ROAD.
 LG1182'
 LG1182'REFERENCE MARK NO. 1, (R.M. 1, 1966) IS A NEBRASKA DEPARTMENT OF
 LG1182'ROADS STANDARD REFERENCE MARK DISK STAMPED NEBR. NO. 1, 1966.
 LG1182'IT IS 32 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, 1 FOOT
 LG1182'WEST OF THE NORTH-SOUTH FENCE LINE ON THE EAST SIDE OF THE ROAD
 LG1182'AND 5 FEET SOUTH OF A TELEPHONE POLE.
 LG1182'
 LG1182'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 LG1182'REFERENCE MARK DISK STAMPED NEBR. NO. 1, R.M. 2, 1966.  IT IS
 LG1182'32 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD AND 1 FOOT WEST
 LG1182'OF THE NORTH-SOUTH FENCE LINE ON THE EAST SIDE OF THE ROAD.
 LG1182'
 LG1182'THE AZIMUTH MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 LG1182'AZIMUTH MARK DISK STAMPED NEBR. NO. 1, 1966.  IT IS 32 FEET
 LG1182'EAST OF THE CENTERLINE OF THE COUNTY ROAD, 1 FOOT WEST OF A WITNESS
 LG1182'POST, 16 FEET NORTH OF THE CENTERLINE OF A FIELD ENTRANCE ON
 LG1182'THE EAST SIDE OF THE COUNTY ROAD AND 9 FEET NORTH OF A TELEPHONE
 LG1182'POLE.
 LG1182'
 LG1182'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH ON COUNTY
 LG1182'ROAD FOR 0.45 MILE TO THE TOP OF THE FIRST HILL NORTH OF THE
 LG1182'STATION AND THE MARK ON THE EAST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1405 ***********************************************************************
 LF1405  DESIGNATION -  NEBRASKA CITY C OF E RAD MAST
 LF1405  PID         -  LF1405
 LF1405  STATE/COUNTY-  NE/OTOE
 LF1405  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1405
 LF1405                         *CURRENT SURVEY CONTROL
 LF1405  ___________________________________________________________________
 LF1405* NAD 83(1995)-  40 41 09.95334(N)    095 51 04.69955(W)     ADJUSTED  
 LF1405* NAVD 88     -                                                        
 LF1405  ___________________________________________________________________
 LF1405  LAPLACE CORR-          -9.11  (seconds)                    DEFLEC99
 LF1405  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LF1405
 LF1405  HORZ ORDER  -  THIRD
 LF1405
 LF1405.The horizontal coordinates were established by classical geodetic methods
 LF1405.and adjusted by the National Geodetic Survey in August 1997..
 LF1405
 LF1405
 LF1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1405
 LF1405.The geoid height was determined by GEOID03.
 LF1405
 LF1405;                    North         East     Units Scale Factor Converg.
 LF1405;SPC NE       -   103,091.933   850,483.244   MT  0.99976011   +2 44 57.6
 LF1405;SPC IA S     -    78,876.435   301,263.418   MT  0.99998847   -1 32 55.7
 LF1405;UTM  15      - 4,507,822.137   259,051.687   MT  1.00031465   -1 51 34.9
 LF1405
 LF1405                          SUPERSEDED SURVEY CONTROL
 LF1405
 LF1405  NAD 83(1986)-  40 41 09.96025(N)    095 51 04.69512(W) AD(       ) 4
 LF1405  NAD 27      -  40 41 09.95700(N)    095 51 03.67400(W) AD(       ) 3
 LF1405
 LF1405.Superseded values are not recommended for survey control.
 LF1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1405.See file dsdata.txt to determine how the superseded data were derived.
 LF1405
 LF1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5905207822(NAD 83)
 LF1405_MARKER: 42 = RADIO/TV MAST
 LF1405
 LF1405  HISTORY     - Date     Condition        Report By
 LF1405  HISTORY     - 1947     FIRST OBSERVED   CGS
 LF1405
 LF1405                          STATION DESCRIPTION
 LF1405
 LF1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1405'LOCATED ON A HIGH BLUFF OVERLOOKING THE MISSOURI RIVER TO THE
 LF1405'EAST AND IS ABOUT 1.0 MILE NORTHEAST OF NEBRASKA CITY.  THE
 LF1405'TOWER IS OF STEEL, ALTERNATELY PAINTED RED AND WHITE, 12 FEET
 LF1405'SQUARE AT THE BASE AND TAPERING TO SINGLE CONSTRUCTION AT THE
 LF1405'TOP, ABOUT 100 FEET HIGH.  IT IS ABOUT 28 FEET EAST OF A NORTH
 LF1405'AND SOUTH GRAVEL ROAD.
 LF1405'
 LF1405'THE STATION MAY BE REACHED FROM THE INTERSECTION OF CENTRAL AVE.
 LF1405'AND 10 TH. ST. AT THE OTOE COUNTY COURT HOUSE BY GOING NORTH ON
 LF1405'10TH ST. FOR 0.7 MILE TO 10 TH AVE. AT GREGGSPORT PUBLIC SCHOOL.
 LF1405'GO RIGHT ON 10 TH AVE. 0.1 MILE TO THE END OF THE PAVEMENT.
 LF1405'CONTINUE STRAIGHT AHEAD, EAST, ON A DIRT ROAD 0.2 MILE TO A GRAVEL
 LF1405'T-ROAD AND THE STATION SITE.
 LF1405'
 LF1405'THE POINT INTERSECTED WAS THE ROD ON THE TOP AND IS NOT THE
 LF1405'CENTER OF THE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1406 ***********************************************************************
 LF1406  DESIGNATION -  NEBRASKA CITY M GREGSON TANK
 LF1406  PID         -  LF1406
 LF1406  STATE/COUNTY-  NE/OTOE
 LF1406  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1406
 LF1406                         *CURRENT SURVEY CONTROL
 LF1406  ___________________________________________________________________
 LF1406* NAD 83(1995)-  40 40 01.90270(N)    095 51 58.01690(W)     ADJUSTED  
 LF1406* NAVD 88     -                                                        
 LF1406  ___________________________________________________________________
 LF1406  LAPLACE CORR-          -9.04  (seconds)                    DEFLEC99
 LF1406  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LF1406
 LF1406  HORZ ORDER  -  THIRD
 LF1406
 LF1406.The horizontal coordinates were established by classical geodetic methods
 LF1406.and adjusted by the National Geodetic Survey in August 1997..
 LF1406
 LF1406
 LF1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1406
 LF1406.The geoid height was determined by GEOID03.
 LF1406
 LF1406;                    North         East     Units Scale Factor Converg.
 LF1406;SPC NE       -   100,935.770   849,333.318   MT  0.99976483   +2 44 22.2
 LF1406;SPC IA S     -    76,812.049   299,954.833   MT  0.99999147   -1 33 30.8
 LF1406;UTM  15      - 4,505,764.196   257,731.501   MT  1.00032251   -1 52 07.1
 LF1406
 LF1406                          SUPERSEDED SURVEY CONTROL
 LF1406
 LF1406  NAD 83(1986)-  40 40 01.90938(N)    095 51 58.01180(W) AD(       ) 4
 LF1406  NAD 27      -  40 40 01.90588(N)    095 51 56.99680(W) AD(       ) 3
 LF1406
 LF1406.Superseded values are not recommended for survey control.
 LF1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1406.See file dsdata.txt to determine how the superseded data were derived.
 LF1406
 LF1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5773205764(NAD 83)
 LF1406_MARKER: 51 = TANK
 LF1406
 LF1406  HISTORY     - Date     Condition        Report By
 LF1406  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1406
 LF1406                          STATION DESCRIPTION
 LF1406
 LF1406'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1403 ***********************************************************************
 LF1403  DESIGNATION -  NEBRASKA CITY MUNICIPAL TANK
 LF1403  PID         -  LF1403
 LF1403  STATE/COUNTY-  NE/CASS
 LF1403  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1403
 LF1403                         *CURRENT SURVEY CONTROL
 LF1403  ___________________________________________________________________
 LF1403* NAD 83(1995)-  40 40 30.74084(N)    095 51 58.66982(W)     ADJUSTED  
 LF1403* NAVD 88     -                                                        
 LF1403  ___________________________________________________________________
 LF1403  LAPLACE CORR-          -9.17  (seconds)                    DEFLEC99
 LF1403  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LF1403
 LF1403  HORZ ORDER  -  THIRD
 LF1403
 LF1403.The horizontal coordinates were established by classical geodetic methods
 LF1403.and adjusted by the National Geodetic Survey in August 1997..
 LF1403
 LF1403
 LF1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1403
 LF1403.The geoid height was determined by GEOID03.
 LF1403
 LF1403;                    North         East     Units Scale Factor Converg.
 LF1403;SPC NE       -   101,823.368   849,275.498   MT  0.99976282   +2 44 21.8
 LF1403;SPC IA S     -    77,701.685   299,963.699   MT  0.99999018   -1 33 31.3
 LF1403;UTM  15      - 4,506,654.067   257,745.189   MT  1.00032243   -1 52 08.7
 LF1403
 LF1403                          SUPERSEDED SURVEY CONTROL
 LF1403
 LF1403  NAD 83(1986)-  40 40 30.74669(N)    095 51 58.66409(W) AD(       ) 4
 LF1403  NAD 27      -  40 40 30.72893(N)    095 51 57.65090(W) AD(       ) 3
 LF1403
 LF1403.Superseded values are not recommended for survey control.
 LF1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1403.See file dsdata.txt to determine how the superseded data were derived.
 LF1403
 LF1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5774506654(NAD 83)
 LF1403_MARKER: 51 = TANK
 LF1403
 LF1403  HISTORY     - Date     Condition        Report By
 LF1403  HISTORY     - 1961     FIRST OBSERVED   CGS
 LF1403
 LF1403                          STATION DESCRIPTION
 LF1403
 LF1403'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1404 ***********************************************************************
 LF1404  DESIGNATION -  NEBRASKA CITY WILSON PACK TANK
 LF1404  PID         -  LF1404
 LF1404  STATE/COUNTY-  NE/OTOE
 LF1404  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1404
 LF1404                         *CURRENT SURVEY CONTROL
 LF1404  ___________________________________________________________________
 LF1404* NAD 83(1995)-  40 39 56.54526(N)    095 52 17.55229(W)     ADJUSTED  
 LF1404* NAVD 88     -                                                        
 LF1404  ___________________________________________________________________
 LF1404  LAPLACE CORR-          -9.12  (seconds)                    DEFLEC99
 LF1404  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LF1404
 LF1404  HORZ ORDER  -  THIRD
 LF1404
 LF1404.The horizontal coordinates were established by classical geodetic methods
 LF1404.and adjusted by the National Geodetic Survey in August 1997..
 LF1404
 LF1404
 LF1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1404
 LF1404.The geoid height was determined by GEOID03.
 LF1404
 LF1404;                    North         East     Units Scale Factor Converg.
 LF1404;SPC NE       -   100,748.828   848,882.988   MT  0.99976521   +2 44 09.3
 LF1404;SPC IA S     -    76,659.347   299,491.654   MT  0.99999171   -1 33 43.7
 LF1404;UTM  15      - 4,505,613.954   257,267.348   MT  1.00032528   -1 52 19.7
 LF1404
 LF1404                          SUPERSEDED SURVEY CONTROL
 LF1404
 LF1404  NAD 83(1986)-  40 39 56.55195(N)    095 52 17.54718(W) AD(       ) 4
 LF1404  NAD 27      -  40 39 56.55674(N)    095 52 16.53651(W) AD(       ) 3
 LF1404
 LF1404.Superseded values are not recommended for survey control.
 LF1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1404.See file dsdata.txt to determine how the superseded data were derived.
 LF1404
 LF1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5726705614(NAD 83)
 LF1404_MARKER: 51 = TANK
 LF1404
 LF1404  HISTORY     - Date     Condition        Report By
 LF1404  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1404
 LF1404                          STATION DESCRIPTION
 LF1404
 LF1404'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1407 ***********************************************************************
 LF1407  DESIGNATION -  NEBRASKA CITY WILSON PACK STK
 LF1407  PID         -  LF1407
 LF1407  STATE/COUNTY-  NE/OTOE
 LF1407  USGS QUAD   -  NEBRASKA CITY (1984)
 LF1407
 LF1407                         *CURRENT SURVEY CONTROL
 LF1407  ___________________________________________________________________
 LF1407* NAD 83(1995)-  40 39 56.42569(N)    095 52 18.26476(W)     ADJUSTED  
 LF1407* NAVD 88     -                                                        
 LF1407  ___________________________________________________________________
 LF1407  LAPLACE CORR-          -9.12  (seconds)                    DEFLEC99
 LF1407  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LF1407
 LF1407  HORZ ORDER  -  THIRD
 LF1407
 LF1407.The horizontal coordinates were established by classical geodetic methods
 LF1407.and adjusted by the National Geodetic Survey in August 1997..
 LF1407
 LF1407
 LF1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1407
 LF1407.The geoid height was determined by GEOID03.
 LF1407
 LF1407;                    North         East     Units Scale Factor Converg.
 LF1407;SPC NE       -   100,744.346   848,866.452   MT  0.99976522   +2 44 08.8
 LF1407;SPC IA S     -    76,656.117   299,474.825   MT  0.99999171   -1 33 44.2
 LF1407;UTM  15      - 4,505,610.813   257,250.496   MT  1.00032538   -1 52 20.2
 LF1407
 LF1407                          SUPERSEDED SURVEY CONTROL
 LF1407
 LF1407  NAD 83(1986)-  40 39 56.43234(N)    095 52 18.25978(W) AD(       ) 4
 LF1407  NAD 27      -  40 39 56.43240(N)    095 52 17.25526(W) AD(       ) 3
 LF1407
 LF1407.Superseded values are not recommended for survey control.
 LF1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1407.See file dsdata.txt to determine how the superseded data were derived.
 LF1407
 LF1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5725005611(NAD 83)
 LF1407_MARKER: 63 = STACK
 LF1407
 LF1407  HISTORY     - Date     Condition        Report By
 LF1407  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1407
 LF1407                          STATION DESCRIPTION
 LF1407
 LF1407'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0079 ***********************************************************************
 LG0079  DESIGNATION -  NEHA
 LG0079  PID         -  LG0079
 LG0079  STATE/COUNTY-  NE/CASS
 LG0079  USGS QUAD   -  AVOCA (1966)
 LG0079
 LG0079                         *CURRENT SURVEY CONTROL
 LG0079  ___________________________________________________________________
 LG0079* NAD 83(1995)-  40 48 36.37401(N)    096 03 51.93301(W)     ADJUSTED  
 LG0079* NAVD 88     -       381.222  (meters)    1250.73   (feet)  ADJUSTED  
 LG0079  ___________________________________________________________________
 LG0079  LAPLACE CORR-         -11.03  (seconds)                    DEFLEC99
 LG0079  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 LG0079  DYNAMIC HT  -         381.050 (meters)    1250.16  (feet)  COMP
 LG0079  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 LG0079
 LG0079  HORZ ORDER  -  SECOND
 LG0079  VERT ORDER  -  SECOND    CLASS 0
 LG0079
 LG0079.The horizontal coordinates were established by classical geodetic methods
 LG0079.and adjusted by the National Geodetic Survey in August 1997..
 LG0079
 LG0079.The orthometric height was determined by differential leveling
 LG0079.and adjusted by the National Geodetic Survey in June 1991..
 LG0079
 LG0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0079
 LG0079.The geoid height was determined by GEOID03.
 LG0079
 LG0079.The dynamic height is computed by dividing the NAVD 88
 LG0079.geopotential number by the normal gravity value computed on the
 LG0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0079.degrees latitude (g = 980.6199 gals.).
 LG0079
 LG0079.The modeled gravity was interpolated from observed gravity values.
 LG0079
 LG0079;                    North         East     Units Scale Factor Converg.
 LG0079;SPC NE       -   116,003.120   831,865.063   MT  0.99973177   +2 36 29.1
 LG0079;UTM  14      - 4,521,824.719   747,609.488   MT  1.00035470   +1 55 10.3
 LG0079;UTM  15      - 4,522,197.029   241,520.652   MT  1.00042242   -2 00 14.0
 LG0079
 LG0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0079!SPC NE       -   0.99994450  x   0.99973177  =   0.99967628
 LG0079!UTM  14      -   0.99994450  x   1.00035470  =   1.00029918
 LG0079!UTM  15      -   0.99994450  x   1.00042242  =   1.00036689
 LG0079
 LG0079:                Primary Azimuth Mark                     Grid Az
 LG0079:SPC NE       -  AVOCA AZ MK                              076 16 49.2
 LG0079:UTM  14      -  AVOCA AZ MK                              076 58 08.0
 LG0079:UTM  15      -  AVOCA AZ MK                              080 53 32.3
 LG0079
 LG0079|---------------------------------------------------------------------|
 LG0079| PID    Reference Object                     Distance      Geod. Az  |
 LG0079|                                                           dddmmss.s |
 LG0079| LG0081 AVOCA AZ MK                         APPROX. 1.8 KM 0785318.3 |
 LG0079| LF1427 UNION MUNICIPAL TANK                APPROX.12.0 KM 0892319.9 |
 LG0079| LG0080 NEHA RM 2                            18.882 METERS 09043     |
 LG0079| LG0078 NEHA RM 1                            17.432 METERS 35734     |
 LG0079|---------------------------------------------------------------------|
 LG0079
 LG0079                          SUPERSEDED SURVEY CONTROL
 LG0079
 LG0079  NAD 83(1986)-  40 48 36.38364(N)    096 03 51.93024(W) AD(       ) 2
 LG0079  NAD 27      -  40 48 36.38102(N)    096 03 50.89723(W) AD(       ) 2
 LG0079  NGVD 29 (??/??/92)  381.122  (m)         1250.40   (f) ADJ UNCH    2 0
 LG0079
 LG0079.Superseded values are not recommended for survey control.
 LG0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0079.See file dsdata.txt to determine how the superseded data were derived.
 LG0079
 LG0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4760921825(NAD 83)
 LG0079_MARKER: DS = TRIANGULATION STATION DISK
 LG0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0079_STAMPING: NEHA 1961
 LG0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0079+STABILITY: SURFACE MOTION
 LG0079
 LG0079  HISTORY     - Date     Condition        Report By
 LG0079  HISTORY     - 1961     MONUMENTED       CGS
 LG0079  HISTORY     - 1961     GOOD             CGS
 LG0079
 LG0079                          STATION DESCRIPTION
 LG0079
 LG0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0079'LOCATED, AIRLINE, ABOUT 6-1/2 MILES SOUTHEAST OF WEEPING WATER, 4
 LG0079'MILES EAST-NORTHEAST OF AVOCA, AND 3-1/4 MILES SOUTHWEST OF NEHAWKA
 LG0079'AT A GATE ON THE WEST SIDE RIGHT-OF-WAY OF A SECTION LINE ROAD
 LG0079'WHERE IT CROSSES A LOW RIDGE.
 LG0079'
 LG0079'REACHED FROM THE POST OFFICE IN NEHAWKA BY GOING WEST 100 FEET
 LG0079'TO A JUNCTION WITH STATE SPUR 534, TURN LEFT AND GO SOUTH 1.1
 LG0079'MILES TO THE JUNCTION WITH U.S. HIGHWAY 34.  TURN RIGHT AND GO
 LG0079'WEST 4.0 MILES TO A CROSS ROAD, TURN LEFT AND GO SOUTH 0.2 MILES
 LG0079'TO THE TOP OF THE RIDGE AND THE STATION ON THE RIGHT.
 LG0079'
 LG0079'THE STATION MARK, A STANDARD DISK STAMPED NEHA 1961 CEMENTED
 LG0079'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 3
 LG0079'INCHES ABOVE GROUND, IS 25.3 FEET WEST OF THE CENTER OF A GRAVELED
 LG0079'ROAD AND 2.7 FEET NORTHEAST OF THE NORTH GATE POST OF A GATE INTO
 LG0079'A FIELD.
 LG0079'
 LG0079'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED NEHA NO 1 1961
 LG0079'CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 LG0079'2 INCHES ABOVE GROUND, IS 28.4 FEET WEST OF THE CENTER OF A
 LG0079'GRAVELED ROAD, 1.2 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AT
 LG0079'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 LG0079'
 LG0079'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED NEHA NO 2 1961
 LG0079'CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT FLUSH WITH
 LG0079'THE GROUND, IS 36.4 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 LG0079'0.9 FOOT SOUTH OF A METAL WITNESS SIGN, AND ABOUT 2 FEET LOWER
 LG0079'THAN THE STATION MARK.
 LG0079'
 LG0079'THE AZIMUTH MARK FOR STATION AVOCA WILL SERVE AS WELL FOR THIS
 LG0079'STATION.  IT IS A STANDARD DISK STAMPED AVOCA 1961 CEMENTED IN THE
 LG0079'TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 LG0079'ABOVE GROUND, 59.7 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 34
 LG0079'AND ABOUT 6 FEET ABOVE THE HIGHWAY, 2.6 FEET SOUTH OF THE NORTH
 LG0079'RIGHT-OF-WAY FENCE, AND 0.8 FOOT SOUTHEAST OF A METAL WITNESS
 LG0079'POST.  TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH
 LG0079'0.2 MILE TO U.S. HIGHWAY 34, TURN RIGHT AND GO EAST 1.1 MILES
 LG0079'TO THE MARK ON THE LEFT.
 LG0079'
 LG0079'THE PICTURE POINT IS THE INTERSECTION OF THE CENTERLINES OF THE
 LG0079'NORTH-SOUTH GRAVEL ROAD AND THE ROAD LEADING THROUGH THE GATE
 LG0079'INTO THE FIELD ON THE WEST.  (PICTURE POINT 1)
 LG0079'
 LG0079'THE DISTANCE FROM R.M. NO. 1 TO R.M. 2 IS 86.61 FEET, *(26.399
 LG0079'METERS).
 LG0079'
 LG0079'PICTURE POINT 2 IS THE SOUTH GATE POST OF A GATE IN THE WEST
 LG0079'RIGHT-OF-WAY FENCE, AT THE SOUTH EDGE OF THE ROAD LEADING INTO
 LG0079'THE FIELD ON THE WEST.  IT IS 21.17 FEET SOUTH-SOUTHWEST OF
 LG0079'THE STATION.  SEE LIST OF DIRECTIONS.
 LG0079'
 LG0079'(*) LENGTHS CONVERTED TO METERS.
 LG0079
 LG0079                          STATION RECOVERY (1961)
 LG0079
 LG0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0079'5.2 MI SW FROM NEHAWKA.
 LG0079'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0079'RAILROAD AT NEHAWKA, THENCE 3.8 MILES WEST ALONG U.S. HIGHWAY
 LG0079'34 TO A GRAVEL ROAD CROSSING, THENCE 0.2 MILE SOUTH ALONG A
 LG0079'GRAVEL ROAD, 62.0 FEET WEST OF R.M. 1, 57.1 FEET SOUTH OF
 LG0079'R.M. 2, 27.6 FEET WEST OF CENTER OF A GRAVEL ROAD, 2.8 FEET EAST
 LG0079'OF THE NORTH GATE POST, SET IN THE TOP OF A SQUARE CONCRETE
 LG0079'POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0078 ***********************************************************************
 LG0078  DESIGNATION -  NEHA RM 1
 LG0078  PID         -  LG0078
 LG0078  STATE/COUNTY-  NE/CASS
 LG0078  USGS QUAD   -  AVOCA (1966)
 LG0078
 LG0078                         *CURRENT SURVEY CONTROL
 LG0078  ___________________________________________________________________
 LG0078* NAD 83(1986)-  40 48 36.     (N)    096 03 51.     (W)     SCALED    
 LG0078* NAVD 88     -       380.830  (meters)    1249.44   (feet)  ADJUSTED  
 LG0078  ___________________________________________________________________
 LG0078  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 LG0078  DYNAMIC HT  -         380.659 (meters)    1248.88  (feet)  COMP
 LG0078  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 LG0078
 LG0078  VERT ORDER  -  SECOND    CLASS 0
 LG0078
 LG0078.The horizontal coordinates were scaled from a topographic map and have
 LG0078.an estimated accuracy of +/- 6 seconds.
 LG0078
 LG0078.The orthometric height was determined by differential leveling
 LG0078.and adjusted by the National Geodetic Survey in June 1991..
 LG0078
 LG0078.The geoid height was determined by GEOID03.
 LG0078
 LG0078.The dynamic height is computed by dividing the NAVD 88
 LG0078.geopotential number by the normal gravity value computed on the
 LG0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0078.degrees latitude (g = 980.6199 gals.).
 LG0078
 LG0078.The modeled gravity was interpolated from observed gravity values.
 LG0078
 LG0078;                    North         East    Units  Estimated Accuracy
 LG0078;SPC NE       -   115,990.      831,890.      MT  (+/- 180 meters Scaled)
 LG0078
 LG0078                          SUPERSEDED SURVEY CONTROL
 LG0078
 LG0078  NGVD 29 (??/??/92)  380.730  (m)         1249.11   (f) ADJ UNCH    2 0
 LG0078
 LG0078.Superseded values are not recommended for survey control.
 LG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0078.See file dsdata.txt to determine how the superseded data were derived.
 LG0078
 LG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL476218(NAD 83)
 LG0078_MARKER: DR = REFERENCE MARK DISK
 LG0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0078_STAMPING: NEHA NO 1 1961
 LG0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0078+STABILITY: SURFACE MOTION
 LG0078
 LG0078  HISTORY     - Date     Condition        Report By
 LG0078  HISTORY     - 1961     MONUMENTED       CGS
 LG0078
 LG0078                          STATION DESCRIPTION
 LG0078
 LG0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0078'5.2 MI SW FROM NEHAWKA.
 LG0078'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0078'RAILROAD STATION AT NEHAWKA, THENCE 3.8 MILES WEST ALONG U.S.
 LG0078'HIGHWAY 34 TO A GRAVEL ROAD CROSSING, THENCE 0.2 MILE SOUTH
 LG0078'ALONG A GRAVEL ROAD, 86.5 FEET SOUTHEAST OF R.M. 2, 62.0 FEET
 LG0078'EAST OF THE STATION, 35.0 FEET EAST OF THE CENTER OF A GRAVEL
 LG0078'ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN
 LG0078'THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0080 ***********************************************************************
 LG0080  DESIGNATION -  NEHA RM 2
 LG0080  PID         -  LG0080
 LG0080  STATE/COUNTY-  NE/CASS
 LG0080  USGS QUAD   -  AVOCA (1966)
 LG0080
 LG0080                         *CURRENT SURVEY CONTROL
 LG0080  ___________________________________________________________________
 LG0080* NAD 83(1986)-  40 48 36.     (N)    096 03 51.     (W)     SCALED    
 LG0080* NAVD 88     -       380.607  (meters)    1248.71   (feet)  ADJUSTED  
 LG0080  ___________________________________________________________________
 LG0080  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 LG0080  DYNAMIC HT  -         380.436 (meters)    1248.15  (feet)  COMP
 LG0080  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 LG0080
 LG0080  VERT ORDER  -  SECOND    CLASS 0
 LG0080
 LG0080.The horizontal coordinates were scaled from a topographic map and have
 LG0080.an estimated accuracy of +/- 6 seconds.
 LG0080
 LG0080.The orthometric height was determined by differential leveling
 LG0080.and adjusted by the National Geodetic Survey in June 1991..
 LG0080
 LG0080.The geoid height was determined by GEOID03.
 LG0080
 LG0080.The dynamic height is computed by dividing the NAVD 88
 LG0080.geopotential number by the normal gravity value computed on the
 LG0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0080.degrees latitude (g = 980.6199 gals.).
 LG0080
 LG0080.The modeled gravity was interpolated from observed gravity values.
 LG0080
 LG0080;                    North         East    Units  Estimated Accuracy
 LG0080;SPC NE       -   115,990.      831,890.      MT  (+/- 180 meters Scaled)
 LG0080
 LG0080                          SUPERSEDED SURVEY CONTROL
 LG0080
 LG0080  NGVD 29 (??/??/92)  380.507  (m)         1248.38   (f) ADJ UNCH    2 0
 LG0080
 LG0080.Superseded values are not recommended for survey control.
 LG0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0080.See file dsdata.txt to determine how the superseded data were derived.
 LG0080
 LG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL476218(NAD 83)
 LG0080_MARKER: DR = REFERENCE MARK DISK
 LG0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0080_STAMPING: NEHA NO 2 1961
 LG0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0080+STABILITY: SURFACE MOTION
 LG0080
 LG0080  HISTORY     - Date     Condition        Report By
 LG0080  HISTORY     - 1961     MONUMENTED       CGS
 LG0080
 LG0080                          STATION DESCRIPTION
 LG0080
 LG0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0080'5.2 MI SW FROM NEHAWKA.
 LG0080'1.2 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC
 LG0080'RAILROAD STATION AT NEHAWKA, THENCE 3.8 MILES WEST ALONG U.S.
 LG0080'HIGHWAY 34 TO A GRAVEL ROAD CROSSING, THENCE 0.2 MILE SOUTH
 LG0080'ALONG A GRAVEL ROAD, 86.5 FEET NORTHWEST OF R.M. 1, 57.1 FEET
 LG0080'NORTH OF THE STATION, 28.6 FEET WEST OF THE CENTER OF A GRAVEL
 LG0080'ROAD, 1 FOOT LOWER THAN THE ROAD, 1 FOOT EAST OF A N-S FENCE,
 LG0080'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0137 ***********************************************************************
 NN0137  DESIGNATION -  NELIGH
 NN0137  PID         -  NN0137
 NN0137  STATE/COUNTY-  NE/ANTELOPE
 NN0137  USGS QUAD   -  NELIGH (1986)
 NN0137
 NN0137                         *CURRENT SURVEY CONTROL
 NN0137  ___________________________________________________________________
 NN0137* NAD 83(1986)-  42 07 40.     (N)    098 01 41.     (W)     SCALED    
 NN0137* NAVD 88     -       537.570  (meters)    1763.68   (feet)  ADJUSTED  
 NN0137  ___________________________________________________________________
 NN0137  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 NN0137  DYNAMIC HT  -         537.355 (meters)    1762.97  (feet)  COMP
 NN0137  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 NN0137
 NN0137  VERT ORDER  -  SECOND    CLASS 0
 NN0137
 NN0137.The horizontal coordinates were scaled from a topographic map and have
 NN0137.an estimated accuracy of +/- 6 seconds.
 NN0137
 NN0137.The orthometric height was determined by differential leveling
 NN0137.and adjusted by the National Geodetic Survey in June 1991..
 NN0137
 NN0137.The geoid height was determined by GEOID03.
 NN0137
 NN0137.The dynamic height is computed by dividing the NAVD 88
 NN0137.geopotential number by the normal gravity value computed on the
 NN0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0137.degrees latitude (g = 980.6199 gals.).
 NN0137
 NN0137.The modeled gravity was interpolated from observed gravity values.
 NN0137
 NN0137;                    North         East    Units  Estimated Accuracy
 NN0137;SPC NE       -   256,610.      662,990.      MT  (+/- 180 meters Scaled)
 NN0137
 NN0137                          SUPERSEDED SURVEY CONTROL
 NN0137
 NN0137  NGVD 29 (??/??/92)  537.363  (m)         1763.00   (f) ADJ UNCH    2 0
 NN0137
 NN0137.Superseded values are not recommended for survey control.
 NN0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0137.See file dsdata.txt to determine how the superseded data were derived.
 NN0137
 NN0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM803644(NAD 83)
 NN0137_MARKER: DB = BENCH MARK DISK
 NN0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0137_STAMPING: NELIGH 1934
 NN0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0137+STABILITY: SURFACE MOTION
 NN0137
 NN0137  HISTORY     - Date     Condition        Report By
 NN0137  HISTORY     - 1934     MONUMENTED       CGS
 NN0137
 NN0137                          STATION DESCRIPTION
 NN0137
 NN0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0137'AT NELIGH.
 NN0137'AT NELIGH, ANTELOPE COUNTY, ON MAIN STREET, 74 FEET SOUTHWEST
 NN0137'OF THE SOUTHWEST CORNER OF THE COUNTY COURTHOUSE, 74.5 FEET
 NN0137'NORTH OF THE CENTER LINE OF AN EAST-AND-WEST STREET, AND 57
 NN0137'FEET EAST OF THE CENTER LINE OF MAIN STREET.  A STANDARD DISK,
 NN0137'STAMPED NELIGH 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1569 ***********************************************************************
 AI1569  HT_MOD      -  This is a Height Modernization Survey Station.
 AI1569  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI1569  DESIGNATION -  NELIGH CORS ARP
 AI1569  CORS_ID     -  NLGN
 AI1569  PID         -  AI1569
 AI1569  STATE/COUNTY-  NE/PIERCE
 AI1569  USGS QUAD   -  TILDEN NE (1963)
 AI1569
 AI1569                         *CURRENT SURVEY CONTROL
 AI1569  ___________________________________________________________________
 AI1569* NAD 83(CORS)-  42 12 24.25038(N)    097 47 43.04387(W)     ADJUSTED  
 AI1569* NAVD 88     -       526.09   (meters)    1726.0    (feet)  GPS OBS   
 AI1569  ___________________________________________________________________
 AI1569  EPOCH DATE  -        2002.00
 AI1569  X           -    -641,817.181 (meters)                     COMP
 AI1569  Y           -  -4,688,245.937 (meters)                     COMP
 AI1569  Z           -   4,262,977.935 (meters)                     COMP
 AI1569  ELLIP HEIGHT-         501.35  (meters)          (03/??/02) GPS OBS
 AI1569  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AI1569
 AI1569  HORZ ORDER  -  SPECIAL (CORS)
 AI1569  ELLP ORDER  -  SPECIAL (CORS)
 AI1569
 AI1569.ITRF positions are available for this station.
 AI1569.The coordinates were established by GPS observations
 AI1569.and adjusted by the National Geodetic Survey in March 2002..
 AI1569.The coordinates are valid at the epoch date displayed above.
 AI1569.The epoch date for horizontal control is a decimal equivalence
 AI1569.of Year/Month/Day.
 AI1569
 AI1569.The orthometric height was determined by GPS observations and a
 AI1569.high-resolution geoid model using precise GPS observation and
 AI1569.processing techniques.
 AI1569
 AI1569.The PID for the CORS L1 Phase Center is DH7203.
 AI1569
 AI1569.Photographs are available for this station.
 AI1569
 AI1569.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI1569
 AI1569.The ellipsoidal height was determined by GPS observations
 AI1569.and is referenced to NAD 83.
 AI1569
 AI1569.The geoid height was determined by GEOID03.
 AI1569
 AI1569;                    North         East     Units Scale Factor Converg.
 AI1569;SPC NE       -   265,835.357   682,001.199   MT  0.99973338   +1 27 39.8
 AI1569
 AI1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1569!SPC NE       -   0.99992138  x   0.99973338  =   0.99965478
 AI1569
 AI1569                          SUPERSEDED SURVEY CONTROL
 AI1569
 AI1569  NAD 83(CORS)-  42 12 24.24986(N)    097 47 43.04409(W) AD(1997.00) c
 AI1569  ELLIP H (09/??/99)  501.34   (m)                       GP(1997.00) c c
 AI1569
 AI1569.Superseded values are not recommended for survey control.
 AI1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1569.See file dsdata.txt to determine how the superseded data were derived.
 AI1569
 AI1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9944873433(NAD 83)
 AI1569_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI1569
 AI1569                          STATION DESCRIPTION
 AI1569
 AI1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI1569'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI1569'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI1569'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI1569'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI1569'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH7203 ***********************************************************************
 DH7203  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7203  DESIGNATION -  NELIGH CORS L1 PHASE CENTER
 DH7203  CORS_ID     -  NLGN
 DH7203  PID         -  DH7203
 DH7203  STATE/COUNTY-  NE/PIERCE
 DH7203  USGS QUAD   -  TILDEN NE (1963)
 DH7203
 DH7203                         *CURRENT SURVEY CONTROL
 DH7203  ___________________________________________________________________
 DH7203* NAD 83(CORS)-  42 12 24.25036(N)    097 47 43.04396(W)     ADJUSTED  
 DH7203* NAVD 88     -                                                        
 DH7203  ___________________________________________________________________
 DH7203  EPOCH DATE  -        2002.00
 DH7203  X           -    -641,817.191 (meters)                     COMP
 DH7203  Y           -  -4,688,245.996 (meters)                     COMP
 DH7203  Z           -   4,262,977.989 (meters)                     COMP
 DH7203  ELLIP HEIGHT-         501.43  (meters)          (03/??/02) GPS OBS
 DH7203  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 DH7203
 DH7203  HORZ ORDER  -  SPECIAL (CORS)
 DH7203  ELLP ORDER  -  SPECIAL (CORS)
 DH7203
 DH7203.ITRF positions are available for this station.
 DH7203.The coordinates were established by GPS observations
 DH7203.and adjusted by the National Geodetic Survey in March 2002..
 DH7203.The coordinates are valid at the epoch date displayed above.
 DH7203.The epoch date for horizontal control is a decimal equivalence
 DH7203.of Year/Month/Day.
 DH7203
 DH7203
 DH7203.The PID for the CORS ARP is AI1569.
 DH7203
 DH7203.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7203
 DH7203.The ellipsoidal height was determined by GPS observations
 DH7203.and is referenced to NAD 83.
 DH7203
 DH7203.The geoid height was determined by GEOID03.
 DH7203
 DH7203;                    North         East     Units Scale Factor Converg.
 DH7203;SPC NE       -   265,835.356   682,001.197   MT  0.99973338   +1 27 39.8
 DH7203
 DH7203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7203!SPC NE       -   0.99992136  x   0.99973338  =   0.99965476
 DH7203
 DH7203                          SUPERSEDED SURVEY CONTROL
 DH7203
 DH7203  NAD 83(CORS)-  42 12 24.24984(N)    097 47 43.04418(W) AD(1997.00) c
 DH7203  ELLIP H (09/??/99)  501.42   (m)                       GP(1997.00) c c
 DH7203
 DH7203.Superseded values are not recommended for survey control.
 DH7203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7203.See file dsdata.txt to determine how the superseded data were derived.
 DH7203
 DH7203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9944873433(NAD 83)
 DH7203_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7203
 DH7203                          STATION DESCRIPTION
 DH7203
 DH7203'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7203'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7203'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7203'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7203'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7203'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0629 ***********************************************************************
 MN0629  DESIGNATION -  NELL
 MN0629  PID         -  MN0629
 MN0629  STATE/COUNTY-  NE/KIMBALL
 MN0629  USGS QUAD   -  NORTH OF BUSHNELL (1979)
 MN0629
 MN0629                         *CURRENT SURVEY CONTROL
 MN0629  ___________________________________________________________________
 MN0629* NAD 83(1995)-  41 15 48.60547(N)    103 59 17.18832(W)     ADJUSTED  
 MN0629* NAVD 88     -      1592.     (meters)    5223.     (feet)  SCALED    
 MN0629  ___________________________________________________________________
 MN0629  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 MN0629  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 MN0629
 MN0629  HORZ ORDER  -  SECOND
 MN0629
 MN0629.The horizontal coordinates were established by classical geodetic methods
 MN0629.and adjusted by the National Geodetic Survey in August 1997..
 MN0629
 MN0629.The orthometric height was scaled from a topographic map.
 MN0629
 MN0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0629
 MN0629.The geoid height was determined by GEOID03.
 MN0629
 MN0629;                    North         East     Units Scale Factor Converg.
 MN0629;SPC NE       -   166,489.087   166,029.254   MT  0.99966749   -2 38 34.5
 MN0629;SPC WY E     -    85,452.716   298,757.057   MT  1.00005749   +0 46 38.5
 MN0629;UTM  13      - 4,568,502.574   584,762.436   MT  0.99968842   +0 40 02.7
 MN0629
 MN0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0629!SPC NE       -   0.99975324  x   0.99966749  =   0.99942082
 MN0629!SPC WY E     -   0.99975324  x   1.00005749  =   0.99981072
 MN0629!UTM  13      -   0.99975324  x   0.99968842  =   0.99944174
 MN0629
 MN0629:                Primary Azimuth Mark                     Grid Az
 MN0629:SPC NE       -  BUSHNELL MUNICIPAL TANK                  115 36 26.2
 MN0629:SPC WY E     -  BUSHNELL MUNICIPAL TANK                  112 11 13.2
 MN0629:UTM  13      -  BUSHNELL MUNICIPAL TANK                  112 17 49.0
 MN0629
 MN0629|---------------------------------------------------------------------|
 MN0629| PID    Reference Object                     Distance      Geod. Az  |
 MN0629|                                                           dddmmss.s |
 MN0629| MN0622 BUSHNELL MUNICIPAL TANK             APPROX. 8.7 KM 1125751.7 |
 MN0629| CP7827 NELL AZ MK                                         1805605.9 |
 MN0629| CP7828 NELL RM 1                            30.450 METERS 18718     |
 MN0629| MO1026 PINE BLUFFS RURAL ELEC RADIO        APPROX.14.0 KM 2121252.1 |
 MN0629| CP7829 NELL RM 2                            18.954 METERS 28152     |
 MN0629|---------------------------------------------------------------------|
 MN0629
 MN0629                          SUPERSEDED SURVEY CONTROL
 MN0629
 MN0629  NAD 83(1995)-  41 15 48.60538(N)    103 59 17.18819(W) AD(       ) 2
 MN0629  NAD 83(1986)-  41 15 48.59674(N)    103 59 17.18650(W) AD(       ) 2
 MN0629  NAD 27      -  41 15 48.66710(N)    103 59 15.36820(W) AD(       ) 2
 MN0629
 MN0629.Superseded values are not recommended for survey control.
 MN0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0629.See file dsdata.txt to determine how the superseded data were derived.
 MN0629
 MN0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8476268503(NAD 83)
 MN0629_MARKER: DS = TRIANGULATION STATION DISK
 MN0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0629
 MN0629  HISTORY     - Date     Condition        Report By
 MN0629  HISTORY     - 1963     MONUMENTED       CGS
 MN0629
 MN0629                          STATION DESCRIPTION
 MN0629
 MN0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0629'THE STATION IS 5 MILES WEST AND 2-1/4 MILES NORTH OF BUSHNELL,
 MN0629'ON THE RIGHT-OF-WAY OF A SECTION LINE ROAD, IN THE NORTHEAST
 MN0629'CORNER OF SECTION 20, T 15 N, R 58 W.
 MN0629'
 MN0629'TO REACH THE STATION FROM A CROSSROAD ON U.S. HIGHWAY 30,
 MN0629'0.1 MILE WEST OF THE RAILROAD DEPOT IN BUSHNELL, GO NORTH,
 MN0629'CROSSING THE RAILROAD TRACK, ON A GRADED ROAD FOR 2.35 MILES
 MN0629'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST AND NORTH
 MN0629'ON A GRADED ROAD FOR 3.0 MILES TO A SIDE ROAD ON THE LEFT AND
 MN0629'A FIELD ROAD ON THE RIGHT.  TURN LEFT AND GO WEST FOR 3.0
 MN0629'MILES TO A DIM CROSSROAD.  TURN LEFT AND GO SOUTH ON A TRACK
 MN0629'ROAD FOR 1.0 MILE TO A FENCE CORNER AND THE STATION ON THE
 MN0629'RIGHT.
 MN0629'
 MN0629'STATION MARKS ARE STANDARD DISKS STAMPED NELL 1963.  THE
 MN0629'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0629'2 INCHES.  IT IS 34 FEET NORTH OF A TELEPHONE POLE, 26 FEET WEST
 MN0629'OF THE CENTER OF A TRACK ROAD, 16.5 FEET SOUTHEAST OF A
 MN0629'FENCE CORNER POST AND 12.5 FEET EAST OF A METAL WITNESS POST.
 MN0629'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MN0629'42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0629'
 MN0629'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NELL NO 1 1963,
 MN0629'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0629'THE GROUND.  IT IS 65.5 FEET SOUTH OF THE TELEPHONE POLE,
 MN0629'27 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 1 FOOT EAST
 MN0629'OF A FENCE.
 MN0629'
 MN0629'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NELL NO 2 1963,
 MN0629'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0629'THE GROUND.  IT IS 72 FEET NORTHWEST OF THE TELEPHONE POLE,
 MN0629'47.5 FEET WEST OF THE FENCE CORNER POST AND 1 FOOT NORTH OF A
 MN0629'FENCE.
 MN0629'
 MN0629'AZIMUTH MARK, A STANDARD DISK STAMPED NELL 1960, IS SET IN A
 MN0629'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 15 FEET
 MN0629'WEST OF THE CENTER OF THE TRACK ROAD, 5 FEET EAST OF A FENCE,
 MN0629'4.5 FEET SOUTHEAST OF A METAL WITNESS POST AND 2 FEET EAST OF A
 MN0629'TELEPHONE POLE.
 MN0629'
 MN0629'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 MN0629'TRACK ROAD FOR 0.35 MILE TO A TELEPHONE POLE AND THE AZIMUTH
 MN0629'MARK ON THE RIGHT.
 MN0629'
 MN0629'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MN0629'
 MN0629'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2053 ***********************************************************************
 MK2053  DESIGNATION -  NELSON
 MK2053  PID         -  MK2053
 MK2053  STATE/COUNTY-  NE/SAUNDERS
 MK2053  USGS QUAD   -  LESHARA (1968)
 MK2053
 MK2053                         *CURRENT SURVEY CONTROL
 MK2053  ___________________________________________________________________
 MK2053* NAD 83(1995)-  41 17 49.75063(N)    096 29 38.22359(W)     ADJUSTED  
 MK2053* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 MK2053  ___________________________________________________________________
 MK2053  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 MK2053  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MK2053
 MK2053  HORZ ORDER  -  SECOND
 MK2053
 MK2053.The horizontal coordinates were established by classical geodetic methods
 MK2053.and adjusted by the National Geodetic Survey in August 1997..
 MK2053
 MK2053.The orthometric height was scaled from a topographic map.
 MK2053
 MK2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2053
 MK2053.The geoid height was determined by GEOID03.
 MK2053
 MK2053;                    North         East     Units Scale Factor Converg.
 MK2053;SPC NE       -   168,472.452   793,474.530   MT  0.99966520   +2 19 24.4
 MK2053;UTM  14      - 4,574,774.112   709,821.899   MT  1.00014185   +1 39 16.2
 MK2053
 MK2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2053!SPC NE       -   0.99993868  x   0.99966520  =   0.99960390
 MK2053!UTM  14      -   0.99993868  x   1.00014185  =   1.00008052
 MK2053
 MK2053|---------------------------------------------------------------------|
 MK2053| PID    Reference Object                     Distance      Geod. Az  |
 MK2053|                                                           dddmmss.s |
 MK2053| CL7975 NELSON RM 1                          22.605 METERS 10609     |
 MK2053| MK2019 YUTAN MUNICIPAL TANK                APPROX. 9.6 KM 1262533.8 |
 MK2053| MK2017 MEAD MUNICIPAL TANK                 APPROX. 7.9 KM 1754615.5 |
 MK2053| CL7976 NELSON RM 2                          25.168 METERS 19145     |
 MK2053| CL7974 NELSON AZ MK                                       2370523.7 |
 MK2053|---------------------------------------------------------------------|
 MK2053
 MK2053                          SUPERSEDED SURVEY CONTROL
 MK2053
 MK2053  NAD 83(1986)-  41 17 49.75960(N)    096 29 38.22548(W) AD(       ) 2
 MK2053  NAD 27      -  41 17 49.75022(N)    096 29 37.13161(W) AD(       ) 2
 MK2053
 MK2053.Superseded values are not recommended for survey control.
 MK2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2053.See file dsdata.txt to determine how the superseded data were derived.
 MK2053
 MK2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0982274774(NAD 83)
 MK2053_MARKER: DS = TRIANGULATION STATION DISK
 MK2053_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MK2053
 MK2053  HISTORY     - Date     Condition        Report By
 MK2053  HISTORY     - 1959     MONUMENTED       CGS
 MK2053  HISTORY     - 1968     GOOD             USGS
 MK2053
 MK2053                          STATION DESCRIPTION
 MK2053
 MK2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MK2053'THE STATION IS LOCATED, AIRLINE, ABOUT 10 MILES SOUTH OF FREMONT AND
 MK2053'ABOUT 4 MILES NORTH OF MEAD, ON PROPERTY OWNED BY MRS. HAROLD
 MK2053'NELSON.
 MK2053'
 MK2053'TO REACH THE STATION FROM THE POST OFFICE IN FREMONT, GO SOUTH
 MK2053'ON U.S. HIGHWAY 77 FOR 3.0 MILES TO THE SOUTH END OF THE PLATTE
 MK2053'RIVER BRIDGE.  CONTINUE SOUTH ON THE HIGHWAY FOR 7.4 MILES TO A
 MK2053'CROSS-ROAD AND THE AZIMUTH MARK ON THE LEFT AT A WHITE METAL
 MK2053'WITNESS SIGN, IN THE NORTHEAST ANGLE OF THE CROSS-ROAD.  TURN
 MK2053'LEFT OFF THE HIGHWAY AND GO EAST ON THE FARM ROAD FOR 0.5 MILE.
 MK2053'TURN LEFT INTO A LANE AND GO NORTHWESTERLY FOR 0.1 MILE TO THE
 MK2053'FARM HOME OF MRS. HAROLD NELSON.  CONTINUE NORTHERLY ON THE
 MK2053'TRACK ROAD THROUGH THE FARM YARD FOR ABOUT 100 YARDS TO A GROVE
 MK2053'OF TREES AND THE STATION AT THE NORTHWEST EDGE OF THE TREES.
 MK2053'
 MK2053'THE STATION IS A STANDARD DISK STAMPED NELSON 1959 SET IN TOP OF A
 MK2053'MASS OF CONCRETE WHICH IS ABOUT 10 INCHES BELOW THE GROUND.
 MK2053'IT IS 15 FEET SOUTH OF THE CENTER OF A FIELD ROAD AND 13 FEET EAST
 MK2053'OF A FENCE CORNER AND METAL WITNESS SIGN.
 MK2053'
 MK2053'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NELSON NO 1 1959
 MK2053'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1
 MK2053'INCH ABOVE THE GROUND AND IS THE SAME ELEVATION AS THE STATION.
 MK2053'IT IS 15 FEET EAST OF THE CENTER OF A FIELD ROAD.
 MK2053'
 MK2053'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NELSON NO
 MK2053'2 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MK2053'PROJECTS 2 INCHES ABOVE THE GROUND AND IS 5 FEET LOWER THAN THE
 MK2053'STATION.  IT IS 2 FEET EAST OF A FENCE LINE.
 MK2053'
 MK2053'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NELSON 1959 SET IN
 MK2053'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 MK2053'ABOVE THE GROUND AND IS ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 MK2053'IT IS 63 FEET NORTHEAST OF THE CENTER OF THE CROSS-ROAD, 2 FEET
 MK2053'NORTH OF A METAL WITNESS SIGN AND 1 FOOT SOUTH OF A CONCRETE
 MK2053'POST.
 MK2053
 MK2053                          STATION RECOVERY (1968)
 MK2053
 MK2053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FJH)
 MK2053'DESCRIPTION IS ADEQUATE.  ALL MARKS WERE FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1166 ***********************************************************************
 LH1166  DESIGNATION -  NELSON MUNICIPAL TANK
 LH1166  PID         -  LH1166
 LH1166  STATE/COUNTY-  NE/NUCKOLLS
 LH1166  USGS QUAD   -  NELSON (1974)
 LH1166
 LH1166                         *CURRENT SURVEY CONTROL
 LH1166  ___________________________________________________________________
 LH1166* NAD 83(1995)-  40 12 13.64394(N)    098 04 22.77338(W)     ADJUSTED  
 LH1166* NAVD 88     -                                                        
 LH1166  ___________________________________________________________________
 LH1166  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 LH1166  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 LH1166
 LH1166  HORZ ORDER  -  THIRD
 LH1166
 LH1166.The horizontal coordinates were established by classical geodetic methods
 LH1166.and adjusted by the National Geodetic Survey in August 1997..
 LH1166
 LH1166
 LH1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1166
 LH1166.The geoid height was determined by GEOID03.
 LH1166
 LH1166;                    North         East     Units Scale Factor Converg.
 LH1166;SPC NE       -    42,961.497   664,036.692   MT  0.99991410   +1 16 37.3
 LH1166;UTM  14      - 4,450,788.312   578,893.920   MT  0.99967662   +0 35 54.3
 LH1166
 LH1166                          SUPERSEDED SURVEY CONTROL
 LH1166
 LH1166  NAD 83(1986)-  40 12 13.65447(N)    098 04 22.78260(W) AD(       ) 4
 LH1166  NAD 27      -  40 12 13.60700(N)    098 04 21.63000(W) AD(       ) 3
 LH1166
 LH1166.Superseded values are not recommended for survey control.
 LH1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1166.See file dsdata.txt to determine how the superseded data were derived.
 LH1166
 LH1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK7889450788(NAD 83)
 LH1166_MARKER: 53 = ELEVATED TANK
 LH1166_MARK LOGO: CGS   
 LH1166
 LH1166  HISTORY     - Date     Condition        Report By
 LH1166  HISTORY     - 1947     FIRST OBSERVED   CGS
 LH1166  HISTORY     - 1947     GOOD             CGS
 LH1166  HISTORY     - 19801104 GOOD             NGS
 LH1166
 LH1166                          STATION DESCRIPTION
 LH1166
 LH1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1166'IT IS LOCATED IN THE NORTHWEST EDGE OF TOWN AND IS APPROXIMATELY
 LH1166'0.3 MILE NORTHWEST OF THE CENTER OF THE BUSINESS DISTRICT, 106
 LH1166'FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED STREET, AND
 LH1166'ONE BLOCK WEST OF A CROSS STREET.  TANK PROPER IS SUPPORTED BY
 LH1166'A FOUR LEGGED STEEL TRUSWORK STRUCTURE.  IT HAS A CONICAL
 LH1166'SHAPED ROOF WITH A BALL AT ITS APEX.  THE OVERALL HEIGHT IS
 LH1166'APPROXIMATELY 100 FEET.  THE BALL AT THE APEX OF THE ROOF WAS
 LH1166'THE POINT OBSERVED UPON.
 LH1166
 LH1166                          STATION RECOVERY (1947)
 LH1166
 LH1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LH1166'RECOVERED IN GOOD CONDITION.
 LH1166
 LH1166                          STATION RECOVERY (1980)
 LH1166
 LH1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LH1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1343 ***********************************************************************
 LF1343  DESIGNATION -  NEMAHA RESET
 LF1343  PID         -  LF1343
 LF1343  STATE/COUNTY-  NE/RICHARDSON
 LF1343  USGS QUAD   -  BIG LAKE (1981)
 LF1343
 LF1343                         *CURRENT SURVEY CONTROL
 LF1343  ___________________________________________________________________
 LF1343* NAD 83(1995)-  40 01 10.56021(N)    095 20 58.13840(W)     ADJUSTED  
 LF1343* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 LF1343  ___________________________________________________________________
 LF1343  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 LF1343  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 LF1343
 LF1343  HORZ ORDER  -  FIRST
 LF1343
 LF1343.The horizontal coordinates were established by classical geodetic methods
 LF1343.and adjusted by the National Geodetic Survey in August 1997..
 LF1343
 LF1343.The orthometric height was scaled from a topographic map.
 LF1343
 LF1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1343
 LF1343.The geoid height was determined by GEOID03.
 LF1343
 LF1343;                    North         East     Units Scale Factor Converg.
 LF1343;SPC NE       -    31,357.281   896,817.119   MT  0.99999120   +3 04 54.8
 LF1343;SPC KS N     -   190,517.597   626,251.451   MT  1.00004688   +1 40 37.3
 LF1343;SPC MO W     -   427,989.767   777,483.925   MT  1.00000589   -0 32 46.6
 LF1343;UTM  15      - 4,432,576.991   299,496.361   MT  1.00009493   -1 30 40.8
 LF1343
 LF1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1343!SPC NE       -   0.99995103  x   0.99999120  =   0.99994223
 LF1343!SPC KS N     -   0.99995103  x   1.00004688  =   0.99999790
 LF1343!SPC MO W     -   0.99995103  x   1.00000589  =   0.99995692
 LF1343!UTM  15      -   0.99995103  x   1.00009493  =   1.00004595
 LF1343
 LF1343|---------------------------------------------------------------------|
 LF1343| PID    Reference Object                     Distance      Geod. Az  |
 LF1343|                                                           dddmmss.s |
 LF1343| CL7980 NEMAHA RM 2                          15.620 METERS 19552     |
 LF1343| LF1344 WHITE CLOUD                         APPROX. 2.4 KM 2032349.1 |
 LF1343| CL7979 NEMAHA RM 1                          19.170 METERS 30029     |
 LF1343|---------------------------------------------------------------------|
 LF1343
 LF1343                          SUPERSEDED SURVEY CONTROL
 LF1343
 LF1343  NAD 83(1986)-  40 01 10.56459(N)    095 20 58.13696(W) AD(       ) 1
 LF1343  NAD 27      -  40 01 10.56000(N)    095 20 57.20200(W) AD(       ) 1
 LF1343
 LF1343.Superseded values are not recommended for survey control.
 LF1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1343.See file dsdata.txt to determine how the superseded data were derived.
 LF1343
 LF1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE9949632577(NAD 83)
 LF1343_MARKER: DD = SURVEY DISK
 LF1343_SETTING: 0 = UNSPECIFIED SETTING
 LF1343
 LF1343  HISTORY     - Date     Condition        Report By
 LF1343  HISTORY     - 1945     MONUMENTED       MORC
 LF1343
 LF1343                          STATION DESCRIPTION
 LF1343
 LF1343'DESCRIBED BY MISSOURI RIVER COMMISSION 1945 (JCP)
 LF1343'STATION IS LOCATED ABOUT 5 MILES SE OF RULO, ON A HIGH HILL
 LF1343'OVERLOOKING THE MISSOURI RIVER AND ABOUT 1.5 MILES N OF THE
 LF1343'KANSAS-NEBRASKA STATE LINE.  IT IS IDENTICAL WITH MISSOURI RIVER
 LF1343'COMMISSION STATION NEMAHA.  THE OLD PIPE MARK WAS REMOVED AND
 LF1343'REPLACED BY A BRONZE U.S.C. AND G.S. STATION DISK, HOLDING THE
 LF1343'ORIGINAL POSITION.  IT IS 2.5 FEET E OF A STANDARD WITNESS POST,
 LF1343'25 FEET E OF A 10-INCH OAK TREE, AND 28 FEET SW OF ANOTHER
 LF1343'10-INCH OAK TREE.
 LF1343'
 LF1343'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 LF1343'POST, STAMPED NEMAHA MRC 1945 AND PROJECTS ABOUT 4 INCHES.
 LF1343'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 LF1343'
 LF1343'REFERENCE MARK 1 IS 62.89 FEET NW OF THE STATION AND 38 FEET W OF
 LF1343'A 10-INCH OAK TREE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 LF1343'CONCRETE POST, STAMPED NEMAHA MRC NO 1 1945, AND PROJECTS ABOUT
 LF1343'4 INCHES.
 LF1343'
 LF1343'REFERENCE MARK 2 IS 51.25 FEET S OF THE STATION, ON THE S SLOPE OF
 LF1343'THE HILL.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 LF1343'POST, STAMPED NEMAHA MRC NO 2 1945, AND PROJECTS ABOUT 4 INCHES.
 LF1343'
 LF1343'STATION WHITE CLOUD WAS USED AS AN AZIMUTH MARK TO THIS STATION
 LF1343'AND IS ABOUT 1 MILE S ON THE KANSAS-NEBRASKA STATE LINE.  IT IS
 LF1343'A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST, STAMPED
 LF1343'WHITE CLOUD 1945.
 LF1343'
 LF1343'TO REACH THE STATION FROM THE POST OFFICE IN RESERVE, KANSAS, GO E
 LF1343'ON U.S. HIGHWAY 73 FOR 2.2 MILES TO A CURVE RIGHT AND A GRAVEL
 LF1343'ROAD STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR
 LF1343'4.9 MILES TO A CROSS ROAD, TURN RIGHT AND GO S 1 MILE TO
 LF1343'CROSSROADS, TURN LEFT AND GO 1.5 MILES TO ANOTHER CROSSROAD, TURN
 LF1343'LEFT AND GO N 2 MILES TO CROSSROAD, TURN RIGHT AND GO 3 MILES TO
 LF1343'ANOTHER CROSS ROAD, TURN N AND GO 0.85 MILE TO A T-ROAD
 LF1343'INTERSECTION AND A DIM FARM ROAD STRAIGHT AHEAD, CONTINUE
 LF1343'STRAIGHT AHEAD ON DIM ROAD AND GO 0.85 MILE TO AN OLD HOUSE AND A
 LF1343'WIRE GATE, PASS THROUGH GATE AND GO 0.25 MILE TO A WIRE GATE, PASS
 LF1343'THROUGH GATE AND GO 0.1 MILE TO ANOTHER GATE, PASS THROUGH
 LF1343'GATE AND FOLLOW TRAIL ALONG THE RIDGE 0.3 MILE TO THE HIGHEST
 LF1343'POINT AND STATION.
 LF1343'
 LF1343'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0455 ***********************************************************************
 NO0455  DESIGNATION -  NENZEL
 NO0455  PID         -  NO0455
 NO0455  STATE/COUNTY-  NE/CHERRY
 NO0455  USGS QUAD   -  CODY EAST (1985)
 NO0455
 NO0455                         *CURRENT SURVEY CONTROL
 NO0455  ___________________________________________________________________
 NO0455* NAD 83(1995)-  42 55 45.37147(N)    101 09 51.97003(W)     ADJUSTED  
 NO0455* NAVD 88     -       992.     (meters)    3255.     (feet)  SCALED    
 NO0455  ___________________________________________________________________
 NO0455  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 NO0455  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 NO0455
 NO0455  HORZ ORDER  -  SECOND
 NO0455
 NO0455.The horizontal coordinates were established by classical geodetic methods
 NO0455.and adjusted by the National Geodetic Survey in August 1997..
 NO0455
 NO0455.The orthometric height was scaled from a topographic map.
 NO0455
 NO0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0455
 NO0455.The geoid height was determined by GEOID03.
 NO0455
 NO0455;                    North         East     Units Scale Factor Converg.
 NO0455;SPC NE       -   344,403.908   404,947.801   MT  0.99996832   -0 46 18.0
 NO0455;SPC SD S     -    66,543.252   532,155.973   MT  0.99997867   -0 34 24.0
 NO0455;SPC SD S     -   218,317.32  1,745,915.05   sFT  0.99997867   -0 34 24.0
 NO0455;UTM  14      - 4,755,233.174   323,375.050   MT  0.99998380   -1 28 28.4
 NO0455
 NO0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0455!SPC NE       -   0.99984760  x   0.99996832  =   0.99981593
 NO0455!SPC SD S     -   0.99984760  x   0.99997867  =   0.99982628
 NO0455!UTM  14      -   0.99984760  x   0.99998380  =   0.99983141
 NO0455
 NO0455|---------------------------------------------------------------------|
 NO0455| PID    Reference Object                     Distance      Geod. Az  |
 NO0455|                                                           dddmmss.s |
 NO0455| CQ3592 NENZEL RM 1                           6.861 METERS 01059     |
 NO0455| CQ3591 NENZEL AZ MK                                       0743623.4 |
 NO0455| CQ3593 NENZEL RM 2                           6.825 METERS 12231     |
 NO0455| NO0454 CODY MUNICIPAL TANK                 APPROX. 6.8 KM 2770517.5 |
 NO0455|---------------------------------------------------------------------|
 NO0455
 NO0455                          SUPERSEDED SURVEY CONTROL
 NO0455
 NO0455  NAD 83(1986)-  42 55 45.36828(N)    101 09 51.97961(W) AD(       ) 2
 NO0455  NAD 27      -  42 55 45.34900(N)    101 09 50.43000(W) AD(       ) 2
 NO0455
 NO0455.Superseded values are not recommended for survey control.
 NO0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0455.See file dsdata.txt to determine how the superseded data were derived.
 NO0455
 NO0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2337555233(NAD 83)
 NO0455_MARKER: DS = TRIANGULATION STATION DISK
 NO0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0455
 NO0455  HISTORY     - Date     Condition        Report By
 NO0455  HISTORY     - 1949     MONUMENTED       USGS
 NO0455
 NO0455                          STATION DESCRIPTION
 NO0455
 NO0455'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NO0455'THE STATION IS LOCATED ABOUT 4.0 MILES EAST OF CODY AND ABOUT
 NO0455'3.25 MILES WEST OF NENZEL ON THE TOP OF A SAND HILL.  IT IS
 NO0455'ABOUT 0.1 OF A MILE SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 20,
 NO0455'30.0 FEET SOUTHEAST OF THE SOUTH EDGE OF A LARGE SAND BLOW-OUT
 NO0455'AND 5.0 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD U.S.G.S.
 NO0455'BENCH MARK DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 NO0455'POST PROJECTING 4 INCHES ABOVE THE GROUND AND IS STAMPED
 NO0455'NENZEL 1948.
 NO0455'
 NO0455'REFERENCE MARK NO. 1 IS LOCATED NORTH OF THE STATION ON A SMALL
 NO0455'RIDGE AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 NO0455'15.0 FEET EAST OF THE EAST EDGE OF A LARGE SAND BLOW-OUT.  IT
 NO0455'PROJECTS 4 INCHES AND IS STAMPED NENZEL NO 1 1949.
 NO0455'
 NO0455'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTHEAST SLOPE OF THE
 NO0455'HILL AND IS ABOUT 3.5 FEET BELOW THE ELEVATION OF THE STATION.
 NO0455'IT PROJECTS 4 INCHES AND IS STAMPED NENZEL NO 2 1949.
 NO0455'
 NO0455'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 NO0455'IS 37.15 FEET.
 NO0455'
 NO0455'THE AZIMUTH MARK IS 68.6 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 NO0455'NO. 20, 2.3 FEET WEST OF A FENCE CORNER, AND 1.5 FEET WEST OF
 NO0455'A WITNESS POST, AND 0.5 OF A FOOT SOUTH OF A FENCE.  IT PROJECTS
 NO0455'7 INCHES AND IS STAMPED NENZEL 1949.
 NO0455'
 NO0455'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO WEST
 NO0455'ON U.S. HIGHWAY NO. 20 FOR 2.9 MILES AND THE AZIMUTH MARK ON
 NO0455'THE RIGHT AS DESCRIBED, CONTINUE WEST ON U.S. HIGHWAY NO. 20
 NO0455'FOR 0.25 OF A MILE TO A WIRE GATE ON THE LEFT, TURN LEFT THROUGH
 NO0455'THIS WIRE GATE AND GO SOUTH ON A TRACK ROAD FOR 0.2 OF A MILE,
 NO0455'HERE TURN RIGHT OFF THE TRACK ROAD AND GO WEST AND NORTH ACROSS
 NO0455'A PASTURE FOR 0.1 OF A MILE TO THE SOUTH BASE OF A SAND HILL,
 NO0455'THEN PACK NORTH FOR ABOUT 50 YARDS TO THE TOP OF THE HILL AND
 NO0455'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0436 ***********************************************************************
 MM0436  DESIGNATION -  NEWBERRY
 MM0436  PID         -  MM0436
 MM0436  STATE/COUNTY-  NE/MCPHERSON
 MM0436  USGS QUAD   -  PULLEN RANCH (1972)
 MM0436
 MM0436                         *CURRENT SURVEY CONTROL
 MM0436  ___________________________________________________________________
 MM0436* NAD 83(1995)-  41 28 27.38523(N)    100 55 06.50397(W)     ADJUSTED  
 MM0436* NAVD 88     -      1032.16   (+/-2cm)    3386.3    (feet)  VERTCON   
 MM0436  ___________________________________________________________________
 MM0436  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 MM0436  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 MM0436
 MM0436  HORZ ORDER  -  FIRST
 MM0436  VERT ORDER  -  THIRD ? (See Below)
 MM0436
 MM0436.The horizontal coordinates were established by classical geodetic methods
 MM0436.and adjusted by the National Geodetic Survey in August 1997..
 MM0436
 MM0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0436.The vertical order pertains to the NGVD 29 superseded value.
 MM0436
 MM0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0436
 MM0436.The geoid height was determined by GEOID03.
 MM0436
 MM0436;                    North         East     Units Scale Factor Converg.
 MM0436;SPC NE       -   182,593.142   423,308.277   MT  0.99965875   -0 36 31.2
 MM0436;UTM  14      - 4,593,184.610   339,811.816   MT  0.99991579   -1 16 15.0
 MM0436
 MM0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0436!SPC NE       -   0.99984154  x   0.99965875  =   0.99950034
 MM0436!UTM  14      -   0.99984154  x   0.99991579  =   0.99975734
 MM0436
 MM0436|---------------------------------------------------------------------|
 MM0436| PID    Reference Object                     Distance      Geod. Az  |
 MM0436|                                                           dddmmss.s |
 MM0436| CO1922 NEWBERRY RM 1 AZIMUTH                30.017 METERS 04132     |
 MM0436| CO1923 NEWBERRY RM 2                                      15925     |
 MM0436| CO1924 NEWBERRY RM 3                        24.668 METERS 30129     |
 MM0436|---------------------------------------------------------------------|
 MM0436
 MM0436                          SUPERSEDED SURVEY CONTROL
 MM0436
 MM0436  NAD 83(1986)-  41 28 27.38773(N)    100 55 06.51139(W) AD(       ) 1
 MM0436  NAD 27      -  41 28 27.41000(N)    100 55 04.96200(W) AD(       ) 1
 MM0436  NGVD 29 (07/19/86) 1031.78   (m)         3385.1    (f) LEVELING    3  
 MM0436
 MM0436.Superseded values are not recommended for survey control.
 MM0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0436.See file dsdata.txt to determine how the superseded data were derived.
 MM0436
 MM0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL3981293185(NAD 83)
 MM0436_MARKER: DS = TRIANGULATION STATION DISK
 MM0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0436
 MM0436  HISTORY     - Date     Condition        Report By
 MM0436  HISTORY     - 1933     MONUMENTED       CGS
 MM0436
 MM0436                          STATION DESCRIPTION
 MM0436
 MM0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0436'ABOUT 6 MILES SOUTH-SOUTHEAST OF TRYON AND 2 MILES WEST OF U.S.
 MM0436'HIGHWAY 183 IN NORTHWEST QUARTER SEC. 5, T. 17 N., R. 31 W.,
 MM0436'ON PASTURE OF KAHOE RANCH.  LOCATED ON A PROMINENT HILL ABOUT
 MM0436'75 PACES NORTH OF EAST-AND-WEST FENCE LINE AND ABOUT 2 MILES
 MM0436'WEST OF U.S. HIGHWAY 183.
 MM0436'
 MM0436'REFERENCE MARK NO. 1 (AZIMUTH MARK) ABOUT 1 MILE NORTHEAST OF
 MM0436'STATION ON A SMALL HILL ABOUT 100 FEET SOUTH OF DIM ROAD.
 MM0436'
 MM0436'REFERENCE MARK NO. 2 ABOUT 38 PACES NORTH OF EAST-AND-WEST
 MM0436'FENCE LINE, NORTHEAST OF STATION.
 MM0436'
 MM0436'REFERENCE MARK NO. 3 ABOUT 82 PACES NORTH OF EAST-AND-WEST
 MM0436'FENCE LINE AND NORTHEAST OF STATION.
 MM0436'
 MM0436'STATION REACHED FROM TRYON BY GOING EAST ON U.S. HIGHWAY 183
 MM0436'FOR 3.7 MILES TURN SOUTH AND GO 4.2 MILES TO A RANCH ROAD
 MM0436'GOING WEST THROUGH A GROVE OF TREES.  FOLLOW WEST AND SOUTH
 MM0436'1.5 MILES TO SADLES HOUSE.  TURN SOUTH 0.55 MILE, TURN WEST
 MM0436'ALONG TRAIL ABOUT 50 YARDS.  STATION IS ON A HILL JUST TO THE
 MM0436'SOUTH OF THIS POINT.
 MM0436'
 MM0436'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 MM0436'IN SQUARE CONCRETE POSTS.
 MM0436'
 MM0436'HEIGHT OF LIGHT ABOVE STATION MARK - 0.3 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0363 ***********************************************************************
 NN0363  DESIGNATION -  NEWPORT
 NN0363  PID         -  NN0363
 NN0363  STATE/COUNTY-  NE/ROCK
 NN0363  USGS QUAD   -  NEWPORT (1954)
 NN0363
 NN0363                         *CURRENT SURVEY CONTROL
 NN0363  ___________________________________________________________________
 NN0363* NAD 83(1995)-  42 36 26.56225(N)    099 20 07.93762(W)     ADJUSTED  
 NN0363* NAVD 88     -       696.518  (meters)    2285.16   (feet)  ADJUSTED  
 NN0363  ___________________________________________________________________
 NN0363  X           -    -762,752.936 (meters)                     COMP
 NN0363  Y           -  -4,639,807.272 (meters)                     COMP
 NN0363  Z           -   4,295,956.972 (meters)                     COMP
 NN0363  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 NN0363  ELLIP HEIGHT-         672.90  (meters)          (06/27/02) GPS OBS
 NN0363  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 NN0363  DYNAMIC HT  -         696.241 (meters)    2284.25  (feet)  COMP
 NN0363  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 NN0363
 NN0363  HORZ ORDER  -  FIRST
 NN0363  VERT ORDER  -  FIRST     CLASS II
 NN0363  ELLP ORDER  -  FOURTH    CLASS I
 NN0363
 NN0363.The horizontal coordinates were established by classical geodetic methods
 NN0363.and adjusted by the National Geodetic Survey in August 1997..
 NN0363
 NN0363.The orthometric height was determined by differential leveling
 NN0363.and adjusted by the National Geodetic Survey in June 1991..
 NN0363
 NN0363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0363
 NN0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0363
 NN0363.The ellipsoidal height was determined by GPS observations
 NN0363.and is referenced to NAD 83.
 NN0363
 NN0363.The geoid height was determined by GEOID03.
 NN0363
 NN0363.The dynamic height is computed by dividing the NAVD 88
 NN0363.geopotential number by the normal gravity value computed on the
 NN0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0363.degrees latitude (g = 980.6199 gals.).
 NN0363
 NN0363.The modeled gravity was interpolated from observed gravity values.
 NN0363
 NN0363;                    North         East     Units Scale Factor Converg.
 NN0363;SPC NE       -   308,218.401   554,515.494   MT  0.99984373   +0 26 25.2
 NN0363;UTM  14      - 4,717,270.893   472,477.330   MT  0.99960932   -0 13 37.7
 NN0363
 NN0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0363!SPC NE       -   0.99989448  x   0.99984373  =   0.99973823
 NN0363!UTM  14      -   0.99989448  x   0.99960932  =   0.99950384
 NN0363
 NN0363|---------------------------------------------------------------------|
 NN0363| PID    Reference Object                     Distance      Geod. Az  |
 NN0363|                                                           dddmmss.s |
 NN0363| NN0364 NEWPORT RM 1                         58.034 METERS 02810     |
 NN0363| NN0725 STUART ECC S BONIFACII CATH CH      APPROX.15.9 KM 0921220.2 |
 NN0363| NN0724 STUART MUNICIPAL TANK               APPROX.15.8 KM 0931433.2 |
 NN0363| NN0708 ATKINSON MUNICIPAL TANK             APPROX.30.6 KM 1053428.3 |
 NN0363| NN0365 NEWPORT RM 2                         33.223 METERS 12330     |
 NN0363| NN0732 NEWPORT MUNICIPAL TANK              APPROX. 0.9 KM 1280619.1 |
 NN0363| NN0362 NEWPORT AZ MK                                      1544930.0 |
 NN0363| NN0731 NEWPORT STACK                       APPROX. 0.7 KM 1551050.9 |
 NN0363| NN0730 NEWPORT CATHOLIC CHURCH CROSS       APPROX. 0.8 KM 1695434.1 |
 NN0363| NN0783 BASSETT HIGH SCHOOL CHIMNEY         APPROX.16.3 KM 2585421.3 |
 NN0363| NN0782 BASSETT COURTHOUSE CUPOLA FLAG      APPROX.16.7 KM 2603442.6 |
 NN0363| NN0781 BASSETT MUNICIPAL TANK              APPROX.16.7 KM 2622204.9 |
 NN0363|---------------------------------------------------------------------|
 NN0363
 NN0363                          SUPERSEDED SURVEY CONTROL
 NN0363
 NN0363  ELLIP H (08/18/97)  672.93   (m)                       GP(       ) 4 1
 NN0363  NAD 83(1986)-  42 36 26.56773(N)    099 20 07.94548(W) AD(       ) 1
 NN0363  NAD 27      -  42 36 26.56900(N)    099 20 06.55700(W) AD(       ) 1
 NN0363  NGVD 29 (??/??/92)  696.279  (m)         2284.38   (f) ADJ UNCH    1 2
 NN0363
 NN0363.Superseded values are not recommended for survey control.
 NN0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0363.See file dsdata.txt to determine how the superseded data were derived.
 NN0363
 NN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7247717271(NAD 83)
 NN0363_MARKER: DS = TRIANGULATION STATION DISK
 NN0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0363_SP_SET: CONCRETE POST
 NN0363_STAMPING: NEWPORT 1934
 NN0363_MARK LOGO: CGS   
 NN0363_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0363+STABILITY: SURFACE MOTION
 NN0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0363+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1989
 NN0363
 NN0363  HISTORY     - Date     Condition        Report By
 NN0363  HISTORY     - 1934     MONUMENTED       CGS
 NN0363  HISTORY     - 1934     GOOD             CGS
 NN0363  HISTORY     - 1949     GOOD             CGS
 NN0363  HISTORY     - 19890504 GOOD             NGS
 NN0363
 NN0363                          STATION DESCRIPTION
 NN0363
 NN0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0363'STATION IS LOCATED IN SEC. 5, T. 30 N., R. 17 W., 0.1 MILE
 NN0363'SOUTH AND 0.4 MILE EAST OF THE NORTHWEST CORNER OF SEC. 5.  IT
 NN0363'IS ON THE HIGHEST BARE HILL IN THE VICINITY, 30 YARDS WEST AND
 NN0363'50 YARDS NORTH OF THE SOUTHWEST CORNER OF FENCE SURROUNDING
 NN0363'CEMENTERY.  MARK PROJECTS 8 INCHES ABOVE GROUND.
 NN0363'
 NN0363'TO REACH STATION FROM THE SHELL GAS STATION ON THE WEST EDGE OF
 NN0363'NEWPORT (WHERE U.S. HIGHWAY 20 TURNS SOUTH), PROCEED NORTH FOR
 NN0363'0.45 MILE TO TAKE-DOWN FENCE ON THE WEST.  PASS THROUGH AND
 NN0363'FOLLOW FENCE WEST TO THE CORNER.  THEN GO 180 FEET NORTHWEST TO
 NN0363'TOP OF HILL AND STATION.
 NN0363'
 NN0363'REFERENCE MARK NO. 1 IS IN WEST FENCE OF NEWPORT
 NN0363'CEMENTERY, 27 FEET WEST-NORTHWEST OF TOMBSTONE OF J.L. RICHARDSON,
 NN0363'ON CREST OF HIGHEST HILL WEST OF CEMETERY AND PROJECTS 4 INCHES
 NN0363'ABOVE GROUND.  IT IS IN SEC. 5, T. 30 N., R. 17 W.
 NN0363'
 NN0363'REFERENCE MARK NO. 2 IS IN WEST FENCE OF NEWPORT
 NN0363'CEMETERY AND 70 FEET NORTH OF THE SOUTHWEST FENCE CORNER.  IT IS
 NN0363'WEST OF TOMBSTONE MARKED FARR, PROJECTS 6 INCHES ABOVE GROUND
 NN0363'AND IS IN SEC. 5, T 30 N., R. 17 W.
 NN0363'
 NN0363'AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF STATION,
 NN0363'NORTHWEST OF THE NORTHWEST CORNER OF BRICK SCHOOL BUILDING.  IT
 NN0363'IS IN FENCE LINE, 6 FEET EAST OF FENCE CORNER, AND PROJECTS 5
 NN0363'INCHES ABOVE GROUND.  TO REACH FROM STATION GO SOUTH TO WHERE
 NN0363'U.S. HIGHWAY 20 TURNS SOUTH IN NEWPORT, TURN LEFT (EAST) AND
 NN0363'GO TO GATE ENTERING SCHOOLYARD PASS THROUGH YARD TO BACK OF
 NN0363'SCHOOL, FENCE CORNER AND MARK.
 NN0363'
 NN0363'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NN0363
 NN0363                          STATION RECOVERY (1934)
 NN0363
 NN0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NN0363'0.3 MI W FROM NEWPORT.
 NN0363'0.3 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT NEWPORT,
 NN0363'ROCK COUNTY, THENCE 0.4 MILE NORTH AND 0.1 MILE WEST ALONG
 NN0363'GRADED DIRT ROADS, ON THE TOP OF A SMALL KNOLL, JUST WEST OF THE
 NN0363'NEWPORT CEMETERY, 92 FEET WEST OF THE FENCE ALONG THE WEST SIDE
 NN0363'OF THE CEMETERY, AND 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 NN0363'POST.  A STANDARD TRIANGULATION-STATION DISK, STAMPED NEWPORT
 NN0363'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 NN0363'ABOVE GROUND.
 NN0363
 NN0363                          STATION RECOVERY (1949)
 NN0363
 NN0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0363'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NN0363'AND AZIMUTH MARK, RECOVERED AND FOUND IN GOOD
 NN0363'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0363'
 NN0363'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHWEST OF THE CENTER OF
 NN0363'NEWPORT AND ABOUT 0.4 MILE NORTH-NORTHWEST OF THE SCHOOL HOUSE,
 NN0363'ON THE TOP OF A PROMINENT SAND HILL IN A PASTURE JUST WEST OF
 NN0363'THE CEMETERY.  IT IS 92 FEET WEST OF THE NORTH-SOUTH FENCE LINE ON
 NN0363'THE WEST SIDE OF THE CEMETERY AND 2 FEET NORTH OF WITNESS POST.
 NN0363'IT IS STAMPED NEWPORT 1934 AND PROJECTS 8 INCHES.
 NN0363'
 NN0363'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, SET ON THE
 NN0363'HIGH POINT OF A SMALL SAND HILL, 1 FOOT SOUTH OF WITNESS POST
 NN0363'AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE AROUND CEMETERY.  IT
 NN0363'IS STAMPED NEWPORT NO 1 1934 AND PROJECTS 2 INCHES.
 NN0363'
 NN0363'REFERENCE MARK NO 2 IS EAST-SOUTHEAST OF THE STATION, 1-1/2
 NN0363'SOUTH OF WITNESS POST AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE
 NN0363'AROUND CEMETERY.  IT IS STAMPED NEWPORT NO 2 1934 AND PROJECTS 3
 NN0363'INCHES.
 NN0363'
 NN0363'THE AZIMUTH MARK IS ABOUT 0.45 MILE SOUTHEAST OF THE STATION,
 NN0363'SET IN THE NORTHWEST CORNER OF THE SCHOOL YARD, 6 FEET EAST OF
 NN0363'FENCE LINE INTERSECTION, 1-1/2 FEET NORTH OF WITNESS POST AND
 NN0363'ABOUT 150 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL
 NN0363'HOUSE.  IT IS STAMPED NEWPORT AZI 1934 AND PROJECTS 6 INCHES.
 NN0363'
 NN0363'TO REACH THE STATION FROM THE CROSS-STREETS JUST NORTH OF THE
 NN0363'POST OFFICE IN NEWPORT, GO WEST FOR 0.3 MILE TO BRICK SCHOOL
 NN0363'HOUSE ON THE RIGHT, (AZIMUTH MARK IN THE NORTHWEST CORNER OF
 NN0363'SCHOOL YARD AS DECRIBED), CONTINUE WEST FOR 0.05 MILE TO
 NN0363'CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.35 MILE, TAKE FENCE LINE
 NN0363'DOWN ON LEFT AND GO NORTHWEST ACROSS PASTURE TO THE SOUTHWEST
 NN0363'CORNER OF CEMETERY, CONTINUE NORTHWEST TO TOP OF HILL AND
 NN0363'STATION AS DESCRIBED.
 NN0363'
 NN0363'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 NN0363'
 NN0363'A 74 FOOT SIGNAL AT STATION KIRKWOOD 1934 IS VISIBLE AT 4 FEET.
 NN0363'
 NN0363'A 4 FOOT SIGNAL AT STATION BUTLER IS VISIBLE AT 15 FEET.
 NN0363'
 NN0363'A 74 FOOT SIGNAL AT STATION STUART IS VISIBLE AT 37 FEET.
 NN0363'
 NN0363'AN 87 FOOT SIGNAL AT STATION BENCH MARK W 219 IS VISIBLE AT
 NN0363'37 FEET.
 NN0363'
 NN0363'A 4 FOOT SIGNAL AT STATION KRYSL IS VISIBLE AT 4 FEET.
 NN0363'
 NN0363'A 74 FOOT SIGNAL AT STATION LAY 1934 IS VISIBLE AT 10 FEET.
 NN0363'
 NN0363'A 74 FOOT SIGNAL AT STATION KRAMER IS VISIBLE AT 4 FEET.
 NN0363
 NN0363                          STATION RECOVERY (1989)
 NN0363
 NN0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NN0363'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) NORTHWEST OF NEWPORT, ON
 NN0363'THE TOP OF A PROMINENT SAND HILL IN A PASTURE JUST WEST OF THE NEWPORT
 NN0363'CEMETERY.  ONWERSHIP--UNKNOWN.
 NN0363'TO REACH THE STATION FROM THE U.S. POST OFFICE IN NEWPORT, GO WEST
 NN0363'ALONG A GRAVEL ROAD FOR 0.48 KM (0.30 MI)  TO A CROSSROAD.  TURN LEFT
 NN0363'AND GO NORTH FOR 0.6 KM (0.35 MI) ALONG A GRADED ROAD TO A ROAD LEFT.
 NN0363'BEAR LEFT AND GO NORTHWESTERLY ON THE CEMETERY ENTRANCE ROAD FOR 0.16
 NN0363'KM (0.10 MI) TO A GATE.  PASS THROUGH GATE, THEN BEAR LEFT TO THE WEST
 NN0363'SIDE OF THE CEMETERY AND THE STATION.
 NN0363'THE STATION IS 28.4 M (93.2 FT) WEST OF THE WEST FENCELINE OF THE
 NN0363'CEMETERY AND PROJECTS ABOUT 20 CM ABOVE THE SURFACE OF A SANDY KNOLL.
 NN0363'DESCRIBED BY G.F.SMITH, TYPED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0362 ***********************************************************************
 NN0362  DESIGNATION -  NEWPORT AZ MK
 NN0362  PID         -  NN0362
 NN0362  STATE/COUNTY-  NE/ROCK
 NN0362  USGS QUAD   -  NEWPORT (1954)
 NN0362
 NN0362                         *CURRENT SURVEY CONTROL
 NN0362  ___________________________________________________________________
 NN0362* NAD 83(1986)-  42 36 09.     (N)    099 19 55.     (W)     SCALED    
 NN0362* NAVD 88     -       680.855  (meters)    2233.77   (feet)  ADJUSTED  
 NN0362  ___________________________________________________________________
 NN0362  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 NN0362  DYNAMIC HT  -         680.584 (meters)    2232.88  (feet)  COMP
 NN0362  MODELED GRAV-     980,199.6   (mgal)                       NAVD 88
 NN0362
 NN0362  VERT ORDER  -  FIRST     CLASS II
 NN0362
 NN0362.The horizontal coordinates were scaled from a topographic map and have
 NN0362.an estimated accuracy of +/- 6 seconds.
 NN0362
 NN0362.The orthometric height was determined by differential leveling
 NN0362.and adjusted by the National Geodetic Survey in June 1991..
 NN0362
 NN0362.The geoid height was determined by GEOID03.
 NN0362
 NN0362.The dynamic height is computed by dividing the NAVD 88
 NN0362.geopotential number by the normal gravity value computed on the
 NN0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0362.degrees latitude (g = 980.6199 gals.).
 NN0362
 NN0362.The modeled gravity was interpolated from observed gravity values.
 NN0362
 NN0362;                    North         East    Units  Estimated Accuracy
 NN0362;SPC NE       -   307,680.      554,820.      MT  (+/- 180 meters Scaled)
 NN0362
 NN0362                          SUPERSEDED SURVEY CONTROL
 NN0362
 NN0362  NGVD 29 (??/??/92)  680.616  (m)         2232.99   (f) ADJ UNCH    1 2
 NN0362
 NN0362.Superseded values are not recommended for survey control.
 NN0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0362.See file dsdata.txt to determine how the superseded data were derived.
 NN0362
 NN0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN727167(NAD 83)
 NN0362_MARKER: DB = BENCH MARK DISK
 NN0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0362_STAMPING: NEWPORT AZI 1934
 NN0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0362+STABILITY: SURFACE MOTION
 NN0362
 NN0362  HISTORY     - Date     Condition        Report By
 NN0362  HISTORY     - 1934     MONUMENTED       CGS
 NN0362
 NN0362                          STATION DESCRIPTION
 NN0362
 NN0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0362'AT NEWPORT.
 NN0362'AT NEWPORT, ROCK COUNTY, AT THE PUBLIC SCHOOL, 154 FEET
 NN0362'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE,
 NN0362'4 FEET EAST OF A FENCE CORNER, 3 FEET NORTHEAST OF A 14-INCH
 NN0362'COTTONWOOD TREE, 0.5 FOOT NORTH OF A FENCE, AND 1 FOOT NORTH
 NN0362'OF A WHITE WOODEN WITNESS POST, A STANDARD REFERENCE-MARK DISK,
 NN0362'STAMPED NEWPORT AZI 1934 AND SET IN THE TOP OF A CONCRETE POST
 NN0362'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0730 ***********************************************************************
 NN0730  DESIGNATION -  NEWPORT CATHOLIC CHURCH CROSS
 NN0730  PID         -  NN0730
 NN0730  STATE/COUNTY-  NE/ROCK
 NN0730  USGS QUAD   -  NEWPORT (1954)
 NN0730
 NN0730                         *CURRENT SURVEY CONTROL
 NN0730  ___________________________________________________________________
 NN0730* NAD 83(1995)-  42 36 00.93017(N)    099 20 01.76342(W)     ADJUSTED  
 NN0730* NAVD 88     -                                                        
 NN0730  ___________________________________________________________________
 NN0730  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 NN0730  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 NN0730
 NN0730  HORZ ORDER  -  THIRD
 NN0730
 NN0730.The horizontal coordinates were established by classical geodetic methods
 NN0730.and adjusted by the National Geodetic Survey in August 1997..
 NN0730
 NN0730
 NN0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0730
 NN0730.The geoid height was determined by GEOID03.
 NN0730
 NN0730;                    North         East     Units Scale Factor Converg.
 NN0730;SPC NE       -   307,428.704   554,662.296   MT  0.99984134   +0 26 29.3
 NN0730;UTM  14      - 4,716,479.724   472,614.890   MT  0.99960923   -0 13 33.5
 NN0730
 NN0730                          SUPERSEDED SURVEY CONTROL
 NN0730
 NN0730  NAD 83(1986)-  42 36 00.93624(N)    099 20 01.77076(W) AD(       ) 4
 NN0730  NAD 27      -  42 36 00.94000(N)    099 20 00.38000(W) AD(       ) 3
 NN0730
 NN0730.Superseded values are not recommended for survey control.
 NN0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0730.See file dsdata.txt to determine how the superseded data were derived.
 NN0730
 NN0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7261516480(NAD 83)
 NN0730_MARKER: 91 = CHURCH CROSS
 NN0730
 NN0730  HISTORY     - Date     Condition        Report By
 NN0730  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0730
 NN0730                          STATION DESCRIPTION
 NN0730
 NN0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0730'POINT OBSERVED UPON IS TIP OF SMALL SPIRE OF WHITE FRAME
 NN0730'CATHOLIC CHURCH ON EAST EDGE OF TOWN OF NEWPORT JUST SOUTHWEST
 NN0730'OF WHERE U.S. HIGHWAY 20 TURNS SOUTH.
 NN0730'
 NN0730'OBSERVED UPON FROM TRIANGULATION STATIONS LAMB AND NEWPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0732 ***********************************************************************
 NN0732  DESIGNATION -  NEWPORT MUNICIPAL TANK
 NN0732  PID         -  NN0732
 NN0732  STATE/COUNTY-  NE/ROCK
 NN0732  USGS QUAD   -  NEWPORT (1954)
 NN0732
 NN0732                         *CURRENT SURVEY CONTROL
 NN0732  ___________________________________________________________________
 NN0732* NAD 83(1995)-  42 36 08.50469(N)    099 19 36.77207(W)     ADJUSTED  
 NN0732* NAVD 88     -                                                        
 NN0732  ___________________________________________________________________
 NN0732  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 NN0732  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 NN0732
 NN0732  HORZ ORDER  -  THIRD
 NN0732
 NN0732.The horizontal coordinates were established by classical geodetic methods
 NN0732.and adjusted by the National Geodetic Survey in August 1997..
 NN0732
 NN0732
 NN0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0732
 NN0732.The geoid height was determined by GEOID03.
 NN0732
 NN0732;                    North         East     Units Scale Factor Converg.
 NN0732;SPC NE       -   307,666.799   555,230.085   MT  0.99984205   +0 26 45.9
 NN0732;UTM  14      - 4,716,711.135   473,185.282   MT  0.99960885   -0 13 16.6
 NN0732
 NN0732                          SUPERSEDED SURVEY CONTROL
 NN0732
 NN0732  NAD 83(1986)-  42 36 08.51087(N)    099 19 36.77965(W) AD(       ) 4
 NN0732  NAD 27      -  42 36 08.51100(N)    099 19 35.39000(W) AD(       ) 3
 NN0732
 NN0732.Superseded values are not recommended for survey control.
 NN0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0732.See file dsdata.txt to determine how the superseded data were derived.
 NN0732
 NN0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7318516711(NAD 83)
 NN0732_MARKER: 53 = ELEVATED TANK
 NN0732
 NN0732  HISTORY     - Date     Condition        Report By
 NN0732  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0732  HISTORY     - 1949     GOOD             CGS
 NN0732
 NN0732                          STATION DESCRIPTION
 NN0732
 NN0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0732'POINT OBSERVED UPON IS FINIAL OF BLACK WATER TANK (MUNICIPAL)
 NN0732'LOCATED ON THE NORTHEAST SIDE OF TOWN ON A SLIGHT RISE.  TANK
 NN0732'IS IN TOWN OF NEWPORT, COUNTY OF ROCK, AND IS APPROXIMATELY
 NN0732'130 FEET HIGH.
 NN0732'
 NN0732'OBSERVED UPON FROM STATIONS NEWPORT, BASSETT, SPRING, KIRKWOOD,
 NN0732'BLAINE, SELDEN, LAMB, AND SIMPSON.
 NN0732
 NN0732                          STATION RECOVERY (1949)
 NN0732
 NN0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0732'THE STATION IS LOCATED IN THE TOWN OF NEWPORT, ONE BLOCK NORTH
 NN0732'OF THE CENTER OF THE BUSINESS DISTRICT, AND 120 FEET EAST OF THE
 NN0732'CENTER OF A GRADED STREET.
 NN0732'
 NN0732'THE TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL ROOF
 NN0732'WITH A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR LEGGED STEEL
 NN0732'TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT 100 FEET.
 NN0732'
 NN0732'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0364 ***********************************************************************
 NN0364  DESIGNATION -  NEWPORT RM 1
 NN0364  PID         -  NN0364
 NN0364  STATE/COUNTY-  NE/ROCK
 NN0364  USGS QUAD   -  NEWPORT (1954)
 NN0364
 NN0364                         *CURRENT SURVEY CONTROL
 NN0364  ___________________________________________________________________
 NN0364* NAD 83(1986)-  42 36 26.     (N)    099 20 07.     (W)     SCALED    
 NN0364* NAVD 88     -       695.771  (meters)    2282.71   (feet)  ADJUSTED  
 NN0364  ___________________________________________________________________
 NN0364  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 NN0364  DYNAMIC HT  -         695.494 (meters)    2281.80  (feet)  COMP
 NN0364  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 NN0364
 NN0364  VERT ORDER  -  FIRST     CLASS II
 NN0364
 NN0364.The horizontal coordinates were scaled from a topographic map and have
 NN0364.an estimated accuracy of +/- 6 seconds.
 NN0364
 NN0364.The orthometric height was determined by differential leveling
 NN0364.and adjusted by the National Geodetic Survey in June 1991..
 NN0364
 NN0364.The geoid height was determined by GEOID03.
 NN0364
 NN0364.The dynamic height is computed by dividing the NAVD 88
 NN0364.geopotential number by the normal gravity value computed on the
 NN0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0364.degrees latitude (g = 980.6199 gals.).
 NN0364
 NN0364.The modeled gravity was interpolated from observed gravity values.
 NN0364
 NN0364;                    North         East    Units  Estimated Accuracy
 NN0364;SPC NE       -   308,200.      554,540.      MT  (+/- 180 meters Scaled)
 NN0364
 NN0364                          SUPERSEDED SURVEY CONTROL
 NN0364
 NN0364  NGVD 29 (??/??/92)  695.532  (m)         2281.92   (f) ADJ UNCH    1 2
 NN0364
 NN0364.Superseded values are not recommended for survey control.
 NN0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0364.See file dsdata.txt to determine how the superseded data were derived.
 NN0364
 NN0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN724172(NAD 83)
 NN0364_MARKER: DR = REFERENCE MARK DISK
 NN0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0364_STAMPING: NEWPORT NO 1 1934
 NN0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0364+STABILITY: SURFACE MOTION
 NN0364
 NN0364  HISTORY     - Date     Condition        Report By
 NN0364  HISTORY     - 1934     MONUMENTED       CGS
 NN0364
 NN0364                          STATION DESCRIPTION
 NN0364
 NN0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0364'0.3 MI W FROM NEWPORT.
 NN0364'0.3 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0364'NEWPORT, ROCK COUNTY, THENCE 0.4 MILE NORTH AND 0.1 MILE WEST
 NN0364'ALONG GRADED DIRT ROADS, AT THE WEST SIDE OF THE NEWPORT
 NN0364'CEMETERY, 27 FEET WEST OF THE TOMBSTONE OF R.L. RICHARDSON,
 NN0364'1 FOOT WEST OF THE WEST FENCE OF THE CEMETERY, AND 1 FOOT SOUTH
 NN0364'OF A WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK
 NN0364'DISK, STAMPED NEWPORT NO 1 1934 AND SET IN THE TOP OF A CONCRETE
 NN0364'POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0365 ***********************************************************************
 NN0365  DESIGNATION -  NEWPORT RM 2
 NN0365  PID         -  NN0365
 NN0365  STATE/COUNTY-  NE/ROCK
 NN0365  USGS QUAD   -  NEWPORT (1954)
 NN0365
 NN0365                         *CURRENT SURVEY CONTROL
 NN0365  ___________________________________________________________________
 NN0365* NAD 83(1986)-  42 36 26.     (N)    099 20 07.     (W)     SCALED    
 NN0365* NAVD 88     -       695.080  (meters)    2280.44   (feet)  ADJUSTED  
 NN0365  ___________________________________________________________________
 NN0365  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 NN0365  DYNAMIC HT  -         694.803 (meters)    2279.53  (feet)  COMP
 NN0365  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 NN0365
 NN0365  VERT ORDER  -  FIRST     CLASS II
 NN0365
 NN0365.The horizontal coordinates were scaled from a topographic map and have
 NN0365.an estimated accuracy of +/- 6 seconds.
 NN0365
 NN0365.The orthometric height was determined by differential leveling
 NN0365.and adjusted by the National Geodetic Survey in June 1991..
 NN0365
 NN0365.The geoid height was determined by GEOID03.
 NN0365
 NN0365.The dynamic height is computed by dividing the NAVD 88
 NN0365.geopotential number by the normal gravity value computed on the
 NN0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0365.degrees latitude (g = 980.6199 gals.).
 NN0365
 NN0365.The modeled gravity was interpolated from observed gravity values.
 NN0365
 NN0365;                    North         East    Units  Estimated Accuracy
 NN0365;SPC NE       -   308,200.      554,540.      MT  (+/- 180 meters Scaled)
 NN0365
 NN0365                          SUPERSEDED SURVEY CONTROL
 NN0365
 NN0365  NGVD 29 (??/??/92)  694.841  (m)         2279.66   (f) ADJ UNCH    1 2
 NN0365
 NN0365.Superseded values are not recommended for survey control.
 NN0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0365.See file dsdata.txt to determine how the superseded data were derived.
 NN0365
 NN0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN724172(NAD 83)
 NN0365_MARKER: DR = REFERENCE MARK DISK
 NN0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0365_STAMPING: NEWPORT NO 2 1934
 NN0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0365+STABILITY: SURFACE MOTION
 NN0365
 NN0365  HISTORY     - Date     Condition        Report By
 NN0365  HISTORY     - 1934     MONUMENTED       CGS
 NN0365
 NN0365                          STATION DESCRIPTION
 NN0365
 NN0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0365'0.3 MI W FROM NEWPORT.
 NN0365'0.3 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NN0365'NEWPORT ROCK COUNTY, THENCE 0.4 MILE NORTH AND 0.1 MILE WEST
 NN0365'ALONG GRADED DIRT ROADS, AT THE WEST SIDE OF THE NEWPORT CEMETERY,
 NN0365'74 FEET NORTH OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE
 NN0365'CEMETERY, 34.6 FEET WEST OF THE FARR TOMBSTONE MARKER, 7.3 FEET
 NN0365'SOUTHWEST OF A 12-INCH CEDAR TREE, 1 FOOT WEST OF A FENCE, AND
 NN0365'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 NN0365'REFERENCE-MARK DISK, STAMPED NEWPORT NO 2 1934 AND SET IN THE
 NN0365'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0731 ***********************************************************************
 NN0731  DESIGNATION -  NEWPORT STACK
 NN0731  PID         -  NN0731
 NN0731  STATE/COUNTY-  NE/ROCK
 NN0731  USGS QUAD   -  NEWPORT (1954)
 NN0731
 NN0731                         *CURRENT SURVEY CONTROL
 NN0731  ___________________________________________________________________
 NN0731* NAD 83(1995)-  42 36 07.00775(N)    099 19 55.69644(W)     ADJUSTED  
 NN0731* NAVD 88     -                                                        
 NN0731  ___________________________________________________________________
 NN0731  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 NN0731  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 NN0731
 NN0731  HORZ ORDER  -  THIRD
 NN0731
 NN0731.The horizontal coordinates were established by classical geodetic methods
 NN0731.and adjusted by the National Geodetic Survey in August 1997..
 NN0731
 NN0731
 NN0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0731
 NN0731.The geoid height was determined by GEOID03.
 NN0731
 NN0731;                    North         East     Units Scale Factor Converg.
 NN0731;SPC NE       -   307,617.272   554,799.127   MT  0.99984191   +0 26 33.3
 NN0731;UTM  14      - 4,716,666.641   472,753.877   MT  0.99960913   -0 13 29.4
 NN0731
 NN0731                          SUPERSEDED SURVEY CONTROL
 NN0731
 NN0731  NAD 83(1986)-  42 36 07.01416(N)    099 19 55.70400(W) AD(       ) 4
 NN0731  NAD 27      -  42 36 07.01600(N)    099 19 54.31600(W) AD(       ) 3
 NN0731
 NN0731.Superseded values are not recommended for survey control.
 NN0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0731.See file dsdata.txt to determine how the superseded data were derived.
 NN0731
 NN0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN7275416667(NAD 83)
 NN0731_MARKER: 63 = STACK
 NN0731
 NN0731  HISTORY     - Date     Condition        Report By
 NN0731  HISTORY     - 1934     FIRST OBSERVED   CGS
 NN0731
 NN0731                          STATION DESCRIPTION
 NN0731
 NN0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0731'POINT OBSERVED UPON IS CENTER OF BLACK STACK ON NORTH SIDE OF
 NN0731'PUBLIC SCHOOL BRICK BUILDING ON EAST SIDE OF NEWPORT, JUST
 NN0731'NORTHEAST OF U.S. HIGHWAY 20.
 NN0731'
 NN0731'OBSERVED FROM TRIANGULATION STATIONS LAMB AND NEWPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1745 ***********************************************************************
 NM1745  DESIGNATION -  NIELSEN
 NM1745  PID         -  NM1745
 NM1745  STATE/COUNTY-  NE/CEDAR
 NM1745  USGS QUAD   -  OBERT (1968)
 NM1745
 NM1745                         *CURRENT SURVEY CONTROL
 NM1745  ___________________________________________________________________
 NM1745* NAD 83(1995)-  42 38 52.05710(N)    097 02 52.35531(W)     ADJUSTED  
 NM1745* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 NM1745  ___________________________________________________________________
 NM1745  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 NM1745  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 NM1745
 NM1745  HORZ ORDER  -  FIRST
 NM1745
 NM1745.The horizontal coordinates were established by classical geodetic methods
 NM1745.and adjusted by the National Geodetic Survey in August 1997..
 NM1745
 NM1745.The orthometric height was scaled from a topographic map.
 NM1745
 NM1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1745
 NM1745.The geoid height was determined by GEOID03.
 NM1745
 NM1745;                    North         East     Units Scale Factor Converg.
 NM1745;SPC NE       -   316,629.869   742,007.847   MT  0.99985761   +1 57 22.9
 NM1745;UTM  14      - 4,723,551.343   660,022.755   MT  0.99991505   +1 19 22.2
 NM1745
 NM1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1745!SPC NE       -   0.99992602  x   0.99985761  =   0.99978364
 NM1745!UTM  14      -   0.99992602  x   0.99991505  =   0.99984107
 NM1745
 NM1745:                Primary Azimuth Mark                     Grid Az
 NM1745:SPC NE       -  VERMILLION TANK                          031 05 39.8
 NM1745:UTM  14      -  VERMILLION TANK                          031 43 40.5
 NM1745
 NM1745|---------------------------------------------------------------------|
 NM1745| PID    Reference Object                     Distance      Geod. Az  |
 NM1745|                                                           dddmmss.s |
 NM1745| NM1853 VERMILLION TANK                     APPROX.17.2 KM 0330302.7 |
 NM1745| NM1852 VERMILLION UNIV OF S DAK TK         APPROX.18.2 KM 0334117.6 |
 NM1745| CQ5946 NIELSEN RM 1                         35.870 METERS 03947     |
 NM1745| CQ5945 NIELSEN AZ MK RESET                                0471244.0 |
 NM1745| CQ5944 NIELSEN AZ MK                                      0472956.0 |
 NM1745| NM1749 HARTINGTON MUNICIPAL TANK           APPROX.18.8 KM 2604432.6 |
 NM1745| CQ5947 NIELSEN RM 2                         34.622 METERS 32353     |
 NM1745| NM1858 GAYVILLE TANK                       APPROX.28.7 KM 3390251.9 |
 NM1745| NM1859 VOLIN TANK                          APPROX.36.0 KM 3422322.8 |
 NM1745|---------------------------------------------------------------------|
 NM1745
 NM1745                          SUPERSEDED SURVEY CONTROL
 NM1745
 NM1745  NAD 83(1986)-  42 38 52.06268(N)    097 02 52.34762(W) AD(       ) 1
 NM1745  NAD 27      -  42 38 52.06500(N)    097 02 51.17900(W) AD(       ) 1
 NM1745
 NM1745.Superseded values are not recommended for survey control.
 NM1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1745.See file dsdata.txt to determine how the superseded data were derived.
 NM1745
 NM1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6002323551(NAD 83)
 NM1745_MARKER: DS = TRIANGULATION STATION DISK
 NM1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1745
 NM1745  HISTORY     - Date     Condition        Report By
 NM1745  HISTORY     - 1935     MONUMENTED       CGS
 NM1745  HISTORY     - 1961     GOOD             CGS
 NM1745  HISTORY     - 1961     GOOD             CGS
 NM1745
 NM1745                          STATION DESCRIPTION
 NM1745
 NM1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1745'STATION IS LOCATED ABOUT 11-1/2 MILES EAST OF HARTINGTON, 3
 NM1745'MILES SOUTH OF OBERT IN THE SOUTHWEST QUARTER SEC. 23, T.
 NM1745'31 N., R. 3 E., IN A CULTIVATED FIELD, ON LAND OWNED BY
 NM1745'MR. NIELSEN.
 NM1745'
 NM1745'TO REACH FROM OBERT (MAIN STREET), GO SOUTH ON GRADED ROAD
 NM1745'FOR 3.5 MILES TO CROSS ROAD, THENCE WEST 0.5 MILE, THENCE
 NM1745'NORTH 0.1 MILE TO MR. NIELSENS HOUSE.  MARK IS LOCATED ON
 NM1745'THE TOP OF THE NORTHERLY ARM OF RIDGE 1/2 MILE NORTH OF
 NM1745'THE FARMHOUSE, 91 FEET SOUTH OF QUARTER-SECTION FENCE LINE,
 NM1745'SET 18 INCHES UNDERGROUND.  THERE ARE VARIOUS WAYS OF GETTING
 NM1745'FROM FARMHOUSE TO MARK, DEPENDING ON THE STATE OF CULTIVATION
 NM1745'OF THE FIELDS.  MR. NIELSEN SHOULD BE CONSULTED BEFORE GOING
 NM1745'IN TO STATION.
 NM1745'
 NM1745'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION SET IN
 NM1745'QUARTER-SECTION FENCE LINE AT POINT WHERE GROUND STARTS
 NM1745'SLOPING SHARPLY EASTWARD.
 NM1745'
 NM1745'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION SET IN
 NM1745'QUARTER-SECTION FENCE LINE, 70 FEET EAST OF POINT WHERE GROUND
 NM1745'SLOPES SHARPLY WESTWARD..
 NM1745'
 NM1745'AZIMUTH MARK IS 0.8 MILE (AIRLINE) NORTHEAST OF STATION.
 NM1745'REACHED FROM THE NIELSEN HOUSE BY GOING SOUTH 0.1 MILE TO
 NM1745'ROAD, THENCE EAST 0.5 MILE, THENCE NORTH 1.1 MILES TO MARK
 NM1745'ON EAST SIDE OF ROAD, 30 FEET EAST OF CENTERLINE, 15 FEET
 NM1745'SOUTH OF TELEPHONE POLE IN FENCE LINE.
 NM1745'
 NM1745'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 NM1745
 NM1745                          STATION RECOVERY (1961)
 NM1745
 NM1745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 NM1745'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND
 NM1745'IN GOOD CONDITION.  THE AZIMUTH WAS SEARCHED FOR BUT WAS NOT
 NM1745'FOUND.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 NM1745'
 NM1745'THE STATION IS LOCATED ABOUT 11.5 MILES EAST OF HARTINGTON,
 NM1745'3.0 MILES SOUTH OF OBERT AND IS IN THE SOUTHWEST QUARTER
 NM1745'SECTION 23, T. 31 N., R. 3E.
 NM1745'
 NM1745'TO REACH THE STATION FROM THE POST OFFICE IN OBERT, GO SOUTH
 NM1745'FOR 1/2 BLOCK TO THE MAIN STREET.  TURN RIGHT AND GO WEST
 NM1745'FOR .05 MILE TO A CROSSROADS.  TURN LEFT AND GO SOUTH ON A
 NM1745'DIRT ROAD FOR 3.3 MILES TO A CROSSROADS.  TURN RIGHT AND
 NM1745'GO WEST ON A DIRT ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE
 NM1745'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A FARM HOUSE.
 NM1745'GO AROUND THE WEST SIDE OF THE FARM HOUSE AND CONTINUE
 NM1745'NORTHEAST FOR .05 MILE TO THE EAST END OF A LEVEE.  TURN LEFT
 NM1745'AND GO WEST ACROSS LEVEE TO THE BASE OF A RIDGE.
 NM1745'CONTINUE NORTHWEST AND NORTH UP RIDGE FOR 0.5 MILE TO AN
 NM1745'EAST-WEST RIDGE.  TURN RIGHT AND GO NORTHEAST FOR .05 MILE,
 NM1745'THEN TURN LEFT AND GO NORTHWEST FOR .05 MILE TO THE
 NM1745'STATION.
 NM1745'
 NM1745'STATION MARK, A STANDARD DISK, STAMPED NIELSEN 1935, IS SET
 NM1745'IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST WHICH
 NM1745'IS 16 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 91 FEET
 NM1745'SOUTH OF A QUARTER-SECTION EAST-WEST FENCE LINE.
 NM1745'
 NM1745'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED NIELSEN NO 1 1935,
 NM1745'IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE
 NM1745'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 NM1745'IN AN EAST-WEST QUARTER-SECTION FENCE LINE.
 NM1745'
 NM1745'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED NIELSEN NO
 NM1745'2 1935, IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH
 NM1745'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 NM1745'IT IS IN AN EAST-WEST QUARTER-SECTION FENCE LINE.
 NM1745'
 NM1745'HEIGHT OF MIRROR ABOVE MARK 4 METERS.
 NM1745
 NM1745                          STATION RECOVERY (1961)
 NM1745
 NM1745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (EJB)
 NM1745'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1745'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH
 NM1745'MARK, SO IT WAS MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 NM1745'
 NM1745'STATION IS LOCATED ABOUT 11 AND 1/2 MILES EAST OF HARTINGTON
 NM1745'AND 3 MILES SOUTH OF OBERT IN THE SOUTHWEST QUARTER OF SEC. 23,
 NM1745'T 31 N., R 3 E IN A FIELD SOWED TO GRASS AND CONSIGNED TO
 NM1745'THE SOIL BANK, AND OWNED BY A MR. HARMS WHO DOES NOT LIVE
 NM1745'ON THE PROPERTY.  STATION IS 92 FEET SOUTH OF AN EAST-WEST
 NM1745'QUARTER-SECTION FENCE LINE, 10 INCHES BELOW THE SURFACE OF THE
 NM1745'GROUND, AND THE DISK IS STAMPED NIELSEN 1935.  1A AND 7A.
 NM1745'
 NM1745'REFERENCE MARK NO. 1 IS 117.68 FEET NORTH-NORTHEAST OF THE
 NM1745'STATION, 32 FEET EAST OF A TREE, AND 1 FOOT SOUTH OF
 NM1745'QUARTER-SECTION LINE FENCE.  THE MARK IS FLUSH WITH THE GROUND
 NM1745'AND THE DISK IS STAMPED NIELSEN NO 1 1935.
 NM1745'
 NM1745'REFERENCE MARK NO. 2 IS 113.58 FEET NORTHWEST OF THE STATION,
 NM1745'110 FEET WEST OF TREE, 83 FEET EAST OF A TREE, AND 1 FOOT
 NM1745'SOUTH OF QUARTER-SECTION LINE FENCE.  THE MARK IS FLUSH WITH
 NM1745'THE GROUND AND THE DISK IS STAMPED NIELSEN NO 2 1935.
 NM1745'
 NM1745'AZIMUTH MARK RESET IS 0.8 MILE AIRLINE NORTHEAST OF THE
 NM1745'STATION, 46 FEET WEST OF THE CENTER OF A GRADED ROAD, 3 FEET
 NM1745'SOUTH OF A POWER POLE, AND 1 FOOT NORTH OF A NEW STEEL WITNESS
 NM1745'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NM1745'NIELSEN 1935 RESET 1961.
 NM1745'
 NM1745'TO REACH THE STATION FROM THE MAIN STREET IN OBERT, GO WEST
 NM1745'ON STATE HIGHWAY 12 FOR 0.1 MILE.  TURN LEFT AND GO SOUTH
 NM1745'ON A GRADED ROAD FOR 2.0 MILES TO THE AZIMUTH MARK ON THE
 NM1745'RIGHT SIDE OF THE ROAD ABOUT 100 YARDS SOUTH OF THE CREST OF
 NM1745'A HILL.  CONTINUE SOUTH ON GRADED ROAD FOR 1.1 MILES TO A
 NM1745'GRADED ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.5 MILE TO
 NM1745'A FARM DRIVEWAY ON THE RIGHT.  TURN RIGHT INTO FARM DRIVEWAY
 NM1745'AND GO NORTH 0.1 MILE TO VACANT FARM BUILDINGS.  BEAR RIGHT
 NM1745'AROUND FARM BUILDINGS AND GO NORTH ACROSS FIELD FOR 0.4
 NM1745'MILE TO THE HIGHEST GROUND AND THE STATION AS DESCRIBED.
 NM1745'
 NM1745'AN ALTERNATE ROUTE TO REACH THE STATION FROM THE AZIMUTH MARK
 NM1745'FOLLOWS.  GO SOUTH FROM THE AZIMUTH MARK ON GRADED ROAD FOR 1.1
 NM1745'MILES TO A GRADED ROAD RIGHT.  TURN RIGHT AND GO WEST ON GRADED
 NM1745'ROAD FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT AND GO NORTH FOR
 NM1745'0.55 MILE TO A GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE
 NM1745'AND GO EAST ALONG THE SOUTH SIDE OF CULTIVATED FIELD FOR 0.5
 NM1745'MILE TO HIGH GROUND AND THE STATION JUST SOUTH ACROSS
 NM1745'QUARTER-SECTION LINE FENCE AS DESCRIBED.
 NM1745'
 NM1745'PERMISSION SHOULD BE OBTAINED BEFORE YOU DRIVE VEHICLE ACROSS
 NM1745'FIELDS.
 NM1745'
 NM1745'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0721 ***********************************************************************
 NP0721  DESIGNATION -  NIKONT
 NP0721  PID         -  NP0721
 NP0721  STATE/COUNTY-  NE/BOX BUTTE
 NP0721  USGS QUAD   -  MARSLAND SE (1983)
 NP0721
 NP0721                         *CURRENT SURVEY CONTROL
 NP0721  ___________________________________________________________________
 NP0721* NAD 83(1995)-  42 17 15.14661(N)    103 18 01.06608(W)     ADJUSTED  
 NP0721* NAVD 88     -      1382.     (meters)    4534.     (feet)  SCALED    
 NP0721  ___________________________________________________________________
 NP0721  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 NP0721  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 NP0721
 NP0721  HORZ ORDER  -  FIRST
 NP0721
 NP0721.The horizontal coordinates were established by classical geodetic methods
 NP0721.and adjusted by the National Geodetic Survey in August 1997..
 NP0721
 NP0721.The orthometric height was scaled from a topographic map.
 NP0721
 NP0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0721
 NP0721.The geoid height was determined by GEOID03.
 NP0721
 NP0721;                    North         East     Units Scale Factor Converg.
 NP0721;SPC NE       -   277,681.241   227,936.065   MT  0.99975166   -2 11 13.5
 NP0721;UTM  13      - 4,683,101.108   640,131.915   MT  0.99984162   +1 08 37.8
 NP0721
 NP0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0721!SPC NE       -   0.99978621  x   0.99975166  =   0.99953793
 NP0721!UTM  13      -   0.99978621  x   0.99984162  =   0.99962787
 NP0721
 NP0721:                Primary Azimuth Mark                     Grid Az
 NP0721:SPC NE       -  HEMINGFORD HIGH SCHOOL CHIMNEY           080 16 24.6
 NP0721:UTM  13      -  HEMINGFORD HIGH SCHOOL CHIMNEY           076 56 33.3
 NP0721
 NP0721|---------------------------------------------------------------------|
 NP0721| PID    Reference Object                     Distance      Geod. Az  |
 NP0721|                                                           dddmmss.s |
 NP0721| NP0709 HEMINGFORD HIGH SCHOOL CHIMNEY      APPROX.18.7 KM 0780511.1 |
 NP0721| CQ3606 NIKONT RM 1                          46.153 METERS 14209     |
 NP0721| CQ3605 NIKONT AZ MK                                       2821104.4 |
 NP0721| CQ3607 NIKONT RM 2                          46.205 METERS 28837     |
 NP0721|---------------------------------------------------------------------|
 NP0721
 NP0721                          SUPERSEDED SURVEY CONTROL
 NP0721
 NP0721  NAD 83(1995)-  42 17 15.14661(N)    103 18 01.06635(W) AD(       ) 1
 NP0721  NAD 83(1986)-  42 17 15.14597(N)    103 18 01.06329(W) AD(       ) 1
 NP0721  NAD 27      -  42 17 15.28900(N)    103 17 59.32100(W) AD(       ) 1
 NP0721
 NP0721.Superseded values are not recommended for survey control.
 NP0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0721.See file dsdata.txt to determine how the superseded data were derived.
 NP0721
 NP0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4013283101(NAD 83)
 NP0721_MARKER: DS = TRIANGULATION STATION DISK
 NP0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0721
 NP0721  HISTORY     - Date     Condition        Report By
 NP0721  HISTORY     - 1934     MONUMENTED       CGS
 NP0721
 NP0721                          STATION DESCRIPTION
 NP0721
 NP0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0721'THIS STATION IS ABOUT 10-1/2 MILES WSW OF HEMINGFORD ON PASTURE
 NP0721'LAND RIDGE OWNED BY MR. NIKONT, 0.3 MILE W AND 88 DEG MAGNETIC
 NP0721'FROM WHITE HOUSE AND WINDMILL OWNED BY W.P. SCHMIDT AND OCCUPIED
 NP0721'BY A.B. WRIGHT, 19 FEET SSW OF AN OBTUSE FENCE CORNER, 19 FEET
 NP0721'S OF AN E-W FENCE LINE.  THE MARK PROJECTS 4 INCHES.
 NP0721'
 NP0721'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0721'BRONZE DISKS SET IN CONCRETE.
 NP0721'
 NP0721'REFERENCE MARK NO. 1 IS SSE OF STATION 1-1/2 FEET SW OF A NW-SE
 NP0721'FENCE LINE, AND PROJECTS 6 INCHES.
 NP0721'
 NP0721'REFERENCE MARK NO. 2 IS W OF STATION, 1 FOOT S OF AN E-W FENCE
 NP0721'LINE, AND PROJECTS 6 INCHES.
 NP0721'
 NP0721'AZIMUTH MARK IS W OF STATION, 2 FEET W OF A N-S FENCE LINE,
 NP0721'7 FEET SSW OF A NW FENCE CORNER, 46 FEET E OF CENTER LINE OF A
 NP0721'GRADED ROAD AND PROJECTS 6 INCHES.
 NP0721'
 NP0721'THE STATION IS REACHED FROM THE FLAGPOLE IN THE CENTER OF THE
 NP0721'STREET WHERE THE MAIN STREET CROSSES STATE ROUTE NO. 2 IN
 NP0721'HEMINGFORD, BY GOING DUE W ON NO. 2 FOR 10.0 MILES.  THEN TURN
 NP0721'LEFT OR S, WHERE NO. 2 TURNS N (THERE IS A WHITE CHURCH AND A
 NP0721'CEMETERY IN THE NW ANGLE OF THE ROAD INTERSECTION), AND FOLLOW
 NP0721'MAIN GRADED SECTION-LINE ROAD S, FOR 1.5 MILES, TO A WHITE
 NP0721'HOUSE AND WINDMILL, OWNED BY W.P. SCHMIDT, AND OCCUPIED BY A.B.
 NP0721'WRIGHT, ON THE RIGHT SIDE OF THE ROAD, LEAVE GRADED ROAD HERE
 NP0721'AND TURN LEFT AND FOLLOW ALONG N SIDE OF FENCE FOR 0.3 MILE
 NP0721'TO AN OBTUSE FENCE CORNER.  THE STATION IS 19 FEET SSW OF
 NP0721'FENCE CORNER.
 NP0721'
 NP0721'A 4-FOOT STAND WILL CLEAR ALL LINES.  (WHEN THE ADJOINING FIELDS
 NP0721'TO N AND E HAVE GRAIN OR CORN GROWING IN THEM, IT WILL BE NECESSARY
 NP0721'TO ERECT A TEN-FOOT STAND TO CLEAR ALL LINES TO THE N AND E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0452 ***********************************************************************
 NO0452  DESIGNATION -  NIO
 NO0452  PID         -  NO0452
 NO0452  STATE/COUNTY-  NE/CHERRY
 NO0452  USGS QUAD   -  CODY SE (1985)
 NO0452
 NO0452                         *CURRENT SURVEY CONTROL
 NO0452  ___________________________________________________________________
 NO0452* NAD 83(1995)-  42 48 58.20796(N)    101 06 50.51089(W)     ADJUSTED  
 NO0452* NAVD 88     -       905.     (meters)    2969.     (feet)  SCALED    
 NO0452  ___________________________________________________________________
 NO0452  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 NO0452  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 NO0452
 NO0452  HORZ ORDER  -  THIRD
 NO0452
 NO0452.The horizontal coordinates were established by classical geodetic methods
 NO0452.and adjusted by the National Geodetic Survey in August 1997..
 NO0452
 NO0452.The orthometric height was scaled from a topographic map.
 NO0452
 NO0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0452
 NO0452.The geoid height was determined by GEOID03.
 NO0452
 NO0452;                    North         East     Units Scale Factor Converg.
 NO0452;SPC NE       -   331,787.018   408,900.242   MT  0.99992088   -0 44 17.8
 NO0452;UTM  14      - 4,742,568.484   327,172.980   MT  0.99996748   -1 26 13.7
 NO0452
 NO0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0452!SPC NE       -   0.99986125  x   0.99992088  =   0.99978214
 NO0452!UTM  14      -   0.99986125  x   0.99996748  =   0.99982873
 NO0452
 NO0452|---------------------------------------------------------------------|
 NO0452| PID    Reference Object                     Distance      Geod. Az  |
 NO0452|                                                           dddmmss.s |
 NO0452| CQ3612 NIO RM 1                             10.046 METERS 18011     |
 NO0452| CQ3614 NIO RM 3                             25.597 METERS 27210     |
 NO0452| CQ3613 NIO RM 2                             21.624 METERS 27219     |
 NO0452| CQ3611 NIO AZ MK                                          3584604.2 |
 NO0452|---------------------------------------------------------------------|
 NO0452
 NO0452                          SUPERSEDED SURVEY CONTROL
 NO0452
 NO0452  NAD 83(1986)-  42 48 58.20529(N)    101 06 50.51934(W) AD(       ) 3
 NO0452  NAD 27      -  42 48 58.17400(N)    101 06 48.96800(W) AD(       ) 3
 NO0452
 NO0452.Superseded values are not recommended for survey control.
 NO0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0452.See file dsdata.txt to determine how the superseded data were derived.
 NO0452
 NO0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2717342568(NAD 83)
 NO0452_MARKER: DS = TRIANGULATION STATION DISK
 NO0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0452_STAMPING: NIO 1949
 NO0452_MARK LOGO: CGS   
 NO0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0452+STABILITY: SURFACE MOTION
 NO0452
 NO0452  HISTORY     - Date     Condition        Report By
 NO0452  HISTORY     - 1949     MONUMENTED       CGS
 NO0452  HISTORY     - 1952     GOOD             CGS
 NO0452  HISTORY     - 19890620 SEE DESCRIPTION  NGS
 NO0452
 NO0452                          STATION DESCRIPTION
 NO0452
 NO0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0452'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH AND 0.5 OF A MILE
 NO0452'WEST OF NENZEL AND ABOUT 0.3 OF A MILE NORTH OF THE NIOBRARA
 NO0452'RIVER ON THE EAST SIDE OF A SURFACED ROAD THAT GOES FROM NENZEL
 NO0452'TO THE NEBRASKA NATIONAL FOREST.  IT IS 34.0 FEET EAST OF THE
 NO0452'CENTER OF A GRAVELED ROAD, 9.0 FEET WEST OF A TELEPHONE POLE
 NO0452'AND 3.3 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 4 INCHES
 NO0452'AND IS STAMPED NIO 1949.
 NO0452'
 NO0452'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION,
 NO0452'33.5 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE AND 34.0 FEET
 NO0452'EAST OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 3 INCHES
 NO0452'AND IS STAMPED NIO NO 1 1949.
 NO0452'
 NO0452'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION
 NO0452'AND 36.0 FEET WEST OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS
 NO0452'2 INCHES AND IS STAMPED NIO NO 2 1949.
 NO0452'
 NO0452'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0452'NO. 2 IS 79.18 FEET.
 NO0452'
 NO0452'THE AZIMUTH MARK IS 29.0 FEET WEST OF THE CENTER OF A GRAVELED
 NO0452'ROAD, 2.3 FEET SOUTHWEST OF A WITNESS POST AND 0.8 OF A FOOT
 NO0452'EAST OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED NIO 1949.
 NO0452'
 NO0452'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0452'WEST AND SOUTH ON THE GRAVELED ROAD LEADING TO THE NEBRASKA
 NO0452'NATIONAL FOREST FOR 7.85 MILES TO A SMALL WOODEN BRIDGE, CONTINUE
 NO0452'SOUTH FOR 0.1 OF A MILE TO A RISE AND THE AZIMUTH MARK ON THE
 NO0452'RIGHT AS DESCRIBED, CONTINUE SOUTH FOR 0.45 OF A MILE TO A POINT
 NO0452'WHERE THE ROAD STARTS DOWN HILL TO THE NIOBRARA RIVER AND THE
 NO0452'STATION ON THE LEFT AS DESCRIBED.
 NO0452
 NO0452                          STATION RECOVERY (1952)
 NO0452
 NO0452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (BPR)
 NO0452'DUE TO CONSTRUCTION IT WAS NECESSARY TO DESTROY REFERENCE MARK
 NO0452'NO. 2.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 NO0452'
 NO0452'REFERENCE MARK NO. 3 IS ABOUT THE SAME ELEVATION AS THE STATION
 NO0452'MARK.  IT IS 40 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND
 NO0452'AT THE TOP OF A CUT SLOPE.  IT PROJECTS 1 INCH ABOVE THE
 NO0452'SURFACE OF THE GROUND AND IS STAMPED NIO NO 3 1949.
 NO0452'
 NO0452'REFERENCE MARK NO. 1 HAS EVIDENTLY BEEN DISTURBED.  IT IS
 NO0452'TIPPED TO THE SOUTHWEST, AND THE NORTHEAST CORNER IS CHIPPED.
 NO0452'THE MARK IS STILL SOLIDLY IMBEDDED.  THE MARK IS 43 FEET EAST
 NO0452'OF THE CENTER LINE OF THE NEW ROAD.
 NO0452'
 NO0452'THE STATION MARK HAS NOT BEEN DISTURBED.  IT IS 43 FEET EAST
 NO0452'OF THE CENTER LINE OF THE NEW ROAD.
 NO0452
 NO0452                          STATION RECOVERY (1989)
 NO0452
 NO0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (JAO)
 NO0452'THE SURFACE STATION MARK WAS FOUND DESTROYED.  A NEW SURFACE MARK WAS
 NO0452'SET DIRECTLY OVER THE UNDERGROUND MARK, USING AN OPTICAL PLUMMET. FOR
 NO0452'FURTHER DETAILS, SEE THE DESCRIPTION TO NIO RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4106 ***********************************************************************
 AB4106  CBN         -  This is a Cooperative Base Network Control Station.
 AB4106  DESIGNATION -  NIO RESET
 AB4106  PID         -  AB4106
 AB4106  STATE/COUNTY-  NE/CHERRY
 AB4106  USGS QUAD   -  CODY SE (1985)
 AB4106
 AB4106                         *CURRENT SURVEY CONTROL
 AB4106  ___________________________________________________________________
 AB4106* NAD 83(1995)-  42 48 58.20526(N)    101 06 50.50785(W)     ADJUSTED  
 AB4106* NAVD 88     -       903.3    (meters)    2964.     (feet)  GPS OBS   
 AB4106  ___________________________________________________________________
 AB4106  X           -    -903,381.189 (meters)                     COMP
 AB4106  Y           -  -4,598,611.626 (meters)                     COMP
 AB4106  Z           -   4,313,143.702 (meters)                     COMP
 AB4106  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 AB4106  ELLIP HEIGHT-         882.82  (meters)          (09/24/01) GPS OBS
 AB4106  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 AB4106
 AB4106  HORZ ORDER  -  B
 AB4106  ELLP ORDER  -  FOURTH    CLASS I
 AB4106
 AB4106.The horizontal coordinates were established by GPS observations
 AB4106.and adjusted by the National Geodetic Survey in June 1996..
 AB4106
 AB4106.The orthometric height was determined by GPS observations and a
 AB4106.high-resolution geoid model.
 AB4106
 AB4106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4106
 AB4106.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4106
 AB4106.The ellipsoidal height was determined by GPS observations
 AB4106.and is referenced to NAD 83.
 AB4106
 AB4106.The geoid height was determined by GEOID03.
 AB4106
 AB4106;                    North         East     Units Scale Factor Converg.
 AB4106;SPC NE       -   331,786.934   408,900.310   MT  0.99992088   -0 44 17.8
 AB4106;UTM  14      - 4,742,568.399   327,173.047   MT  0.99996748   -1 26 13.7
 AB4106
 AB4106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4106!SPC NE       -   0.99986157  x   0.99992088  =   0.99978246
 AB4106!UTM  14      -   0.99986157  x   0.99996748  =   0.99982905
 AB4106
 AB4106                          SUPERSEDED SURVEY CONTROL
 AB4106
 AB4106  ELLIP H (06/25/96)  882.87   (m)                       GP(       ) 1 1
 AB4106
 AB4106.Superseded values are not recommended for survey control.
 AB4106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4106.See file dsdata.txt to determine how the superseded data were derived.
 AB4106
 AB4106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2717342568(NAD 83)
 AB4106_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4106_STAMPING: NIO 1949 1989
 AB4106_MARK LOGO: NGS   
 AB4106_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB4106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4106+STABILITY: SURFACE MOTION
 AB4106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4106+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1996
 AB4106
 AB4106  HISTORY     - Date     Condition        Report By
 AB4106  HISTORY     - 1989     MONUMENTED       NGS
 AB4106  HISTORY     - 19950518 GOOD             NGS
 AB4106  HISTORY     - 19960731 GOOD             NGS
 AB4106
 AB4106                          STATION DESCRIPTION
 AB4106
 AB4106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4106'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH OF NENZEL, 0.3 MI
 AB4106'(0.5 KM) NORTH OF THE NIOBRARA RIVER, ON THE EAST RIGHT-OF-WAY OF
 AB4106'STATE ROAD 16F SPUR AND NEAR THE SOUTH 1/4 CORNER, SEC20, T33N, R32W.
 AB4106'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 16F SPUR AND U.S.
 AB4106'HIGHWAY 20 AT NENZEL, GO SOUTH ON ROAD 16F SPUR FOR 6.8 MI (10.9 KM)
 AB4106'TO A CURVE WEST.  CONTINUE WEST FOR 0.6 MI (1.0 KM) TO A CURVE SOUTH.
 AB4106'CONTINUE SOUTH FOR 0.85 MI (1.37 KM) TO THE MARK ON THE LEFT, AT NORTH
 AB4106'END OF A CURVE TO THE RIGHT, AS THE ROAD BEGINS TO DROP DOWN TO THE
 AB4106'RIVER.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 AB4106'IS FLUSH WITH THE GROUND.  IT IS 133.6 FT (40.7 M) SOUTHEAST OF THE
 AB4106'SOUTH ONE OF 2 CLOSELY SPACED UTILITY POLES, 44.5 FT (13.6 M) EAST OF
 AB4106'THE CENTERLINE OF THE ROAD, 30.0 FT (9.1 M) WEST OF THE EAST
 AB4106'RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST AND
 AB4106'ABOUT 1.0 FT (0.3 M) ABOVE THE HIGHWAY.  REBAR WAS SET AT THE NORTH
 AB4106'SIDE OF THE MARK.
 AB4106
 AB4106                          STATION RECOVERY (1996)
 AB4106
 AB4106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 AB4106'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0382 ***********************************************************************
 NO0382  DESIGNATION -  NIOBRARA
 NO0382  PID         -  NO0382
 NO0382  STATE/COUNTY-  NE/BROWN
 NO0382  USGS QUAD   -  WOOD LAKE NE (1985)
 NO0382
 NO0382                         *CURRENT SURVEY CONTROL
 NO0382  ___________________________________________________________________
 NO0382* NAD 83(1995)-  42 43 47.79340(N)    100 07 09.47679(W)     ADJUSTED  
 NO0382* NAVD 88     -       828.06   (+/-2cm)    2716.7    (feet)  VERTCON   
 NO0382  ___________________________________________________________________
 NO0382  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 NO0382  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 NO0382
 NO0382  HORZ ORDER  -  SECOND
 NO0382  VERT ORDER  -  THIRD ? (See Below)
 NO0382
 NO0382.The horizontal coordinates were established by classical geodetic methods
 NO0382.and adjusted by the National Geodetic Survey in August 1997..
 NO0382
 NO0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0382.The vertical order pertains to the NGVD 29 superseded value.
 NO0382
 NO0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0382
 NO0382.The geoid height was determined by GEOID03.
 NO0382
 NO0382;                    North         East     Units Scale Factor Converg.
 NO0382;SPC NE       -   321,629.022   490,230.845   MT  0.99988739   -0 04 44.6
 NO0382;UTM  14      - 4,731,433.449   408,368.770   MT  0.99970330   -0 45 34.4
 NO0382
 NO0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0382!SPC NE       -   0.99987368  x   0.99988739  =   0.99976109
 NO0382!UTM  14      -   0.99987368  x   0.99970330  =   0.99957702
 NO0382
 NO0382:                Primary Azimuth Mark                     Grid Az
 NO0382:SPC NE       -  NIOBRARA AZ MK                           070 48 00.3
 NO0382:UTM  14      -  NIOBRARA AZ MK                           071 28 50.1
 NO0382
 NO0382|---------------------------------------------------------------------|
 NO0382| PID    Reference Object                     Distance      Geod. Az  |
 NO0382|                                                           dddmmss.s |
 NO0382| CQ5951 NIOBRARA AZ MK                                     0704315.7 |
 NO0382| CQ5952 NIOBRARA RM                          13.101 METERS 17904     |
 NO0382| CQ5953 NIOBRARA RM 2                        11.450 METERS 32304     |
 NO0382|---------------------------------------------------------------------|
 NO0382
 NO0382                          SUPERSEDED SURVEY CONTROL
 NO0382
 NO0382  NAD 83(1986)-  42 43 47.79819(N)    100 07 09.48904(W) AD(       ) 2
 NO0382  NAD 27      -  42 43 47.79200(N)    100 07 08.04000(W) AD(       ) 2
 NO0382  NGVD 29 (07/19/86)  827.76   (m)         2715.7    (f) LEVELING    3  
 NO0382
 NO0382.Superseded values are not recommended for survey control.
 NO0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0382.See file dsdata.txt to determine how the superseded data were derived.
 NO0382
 NO0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0836931433(NAD 83)
 NO0382_MARKER: DB = BENCH MARK DISK
 NO0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0382
 NO0382  HISTORY     - Date     Condition        Report By
 NO0382  HISTORY     - 1949     MONUMENTED       USGS
 NO0382  HISTORY     - 1967     GOOD             USAF
 NO0382
 NO0382                          STATION DESCRIPTION
 NO0382
 NO0382'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NO0382'THE STATION IS LOCATED ABOUT 11.0 MILES NORTH AND 3.0 MILES WEST
 NO0382'OF JOHNSTOWN, 6.0 MILES EAST AND 6.5 MILES NORTH OF WOOD LAKE,
 NO0382'AND ABOUT 5.0 MILES SOUTH FROM THE NIOBRARA RIVER ON TOP OF THE
 NO0382'HIGHEST SAND HILL IN THE IMMEDIATE VICINITY.  IT IS A STANDARD
 NO0382'U.S.G.S. BENCH MARK DISK SET IN THE TOP OF A 6 INCH SQUARE
 NO0382'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 6.0
 NO0382'FEET EAST OF A WITNESS POST AND IS STAMPED NIOBRARA 1947.
 NO0382'
 NO0382'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL
 NO0382'ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE STATION.  IT IS A
 NO0382'STANDARD U.S.G.S. REFERENCE MARK DISK SET IN THE TOP OF A 6 INCH
 NO0382'SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND AND
 NO0382'IS STAMPED NIOBRARA 1947.
 NO0382'
 NO0382'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTHWEST SLOPE OF THE HILL
 NO0382'ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0382'3 INCHES AND IS STAMPED NIOBRARA NO 2 1949.
 NO0382'
 NO0382'THE AZIMUTH MARK IS 150.0 FEET NORTH OF A T FENCE CORNER, 135.0
 NO0382'FEET NORTH OF THE CENTER OF A WIRE GATE, AND 3.0 FEET SOUTH OF
 NO0382'A WITNESS POST, AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS 4
 NO0382'INCHES AND IS STAMPED NIOBRARA 1949.
 NO0382'
 NO0382'TO REACH THE STATION FROM THE POST OFFICE IN JOHNSTOWN, GO NORTH
 NO0382'FOR 0.45 OF A MILE TO A T INTERSECTION, TURN RIGHT AND GO EAST
 NO0382'FOR 0.5 OF A MILE TO A CROSSROAD, TURN LEFT AND FOLLOW THE MAIN
 NO0382'TRAVELED ROAD NORTHERLY FOR 11.15 MILES TO A SCHOOL HOUSE ON
 NO0382'THE LEFT, CONTINUE NORTH ON THE MAIN TRAVELED ROAD FOR 1.05 MILES
 NO0382'TO A RANCH ROAD ON THE LEFT JUST AFTER PASSING A MAIL BOX, TURN
 NO0382'LEFT ON A TRACK ROAD AND GO WEST FOR 0.8 OF A MILE TO A WIRE
 NO0382'GATE IN AN EAST-WEST FENCE, PASS THROUGH WIRE GATE AND CONTINUE
 NO0382'WEST FOR 0.25 OF A MILE TO ANOTHER WIRE GATE AND THE AZIMUTH
 NO0382'MARK ON THE RIGHT AS DESCRIBED, PASS THROUGH WIRE GATE AND
 NO0382'CONTINUE WESTERLY ON TRACK ROAD FOR 0.6 OF A MILE TO A
 NO0382'FORK, KEEP LEFT FORK AND FOLLOW A DIM TRACK ROAD WESTERLY
 NO0382'FOR 0.4 OF A MILE TO A POINT WHERE ANOTHER DIM TRACK ROAD BEARS
 NO0382'TO THE LEFT JUST BEFORE REACHING A WIRE GATE IN AN EAST-WEST
 NO0382'FENCE, HERE BEAR LEFT ON DIM TRACK ROAD AND GO SOUTHWESTERLY AND
 NO0382'WEST FOR 0.45 OF A MILE TO A WIRE GATE, PASS THROUGH WIRE GATE
 NO0382'AND TURN SHARP LEFT ALONG THE WEST SIDE OF A FENCE AND GO
 NO0382'0.3 OF A MILE, HERE BEAR RIGHT AND PICK WAY ACROSS PASTURE
 NO0382'FOR 0.3 OF A MILE TO THE HIGHEST POINT AND THE STATION AS
 NO0382'DESCRIBED.
 NO0382
 NO0382                          STATION RECOVERY (1967)
 NO0382
 NO0382'RECOVERY NOTE BY US AIR FORCE 1967
 NO0382'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 NO0382'IN GOOD CONDITION.
 NO0382'
 NO0382'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 NO0382'
 NO0382'TO REACH THE STATION FROM THE U.S. POST OFFICE IN JOHNSON,
 NO0382'NEBRASKA, GO NORTH ON MAIN STREET FOR 0.45 MILE TO A
 NO0382'T-INTERSECTION.  TURN RIGHT (EAST) FOR 0.5 MILE TO A CROSSROAD.
 NO0382'TURN LEFT (NORTH) ON THE MAIN TRAVELED ROAD FOR 11.1 MILES TO AN
 NO0382'ABANDONED SCHOOL HOUSE ON THE LEFT.  CONTINUE NORTH FOR 1.0 MILE
 NO0382'TO TWO GATES ON THE LEFT.  TURN LEFT THROUGH SOUTHERNMOST GATE,
 NO0382'AND GO WEST ON SOUTH SIDE OF AN EAST-WEST FENCELINE ON A FIELD
 NO0382'ROAD FOR 0.25 MILE TO A NORTH-SOUTH FENCE AND GATE.  ENTER
 NO0382'GATE, AND CONTINUE ON MAIN TRACK ROAD FOR 1.0 MILE TO A FORK,
 NO0382'ABOUT 0.1 MILE BEFORE REACHING A NORTH-SOUTH FENCE.  BEAR
 NO0382'LEFT ON TRACK ROAD FOR 0.3 MILE TO A SMALL GROVE OF TREES.
 NO0382'GO EAST ACROSS THE PASTURE FOR 0.2 MILE TO A GATE IN
 NO0382'NORTH-SOUTH FENCELINE.  ENTER GATE AND TURN LEFT.  GO
 NO0382'SOUTH ALONG WEST SIDE OF THE FENCE FOR 0.15 MILE TO A FENCE
 NO0382'CORNER.  THENCE, PICK WAY ACROSS SEVERAL SAND HILLS FOR 0.45
 NO0382'MILE TO HIGHEST POINT IN THE AREA AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0585 ***********************************************************************
 NP0585  DESIGNATION -  NIOBRARA
 NP0585  PID         -  NP0585
 NP0585  STATE/COUNTY-  NE/CHERRY
 NP0585  USGS QUAD   -  COBURN CANYON (1969)
 NP0585
 NP0585                         *CURRENT SURVEY CONTROL
 NP0585  ___________________________________________________________________
 NP0585* NAD 83(1995)-  42 39 14.43933(N)    102 02 17.63550(W)     ADJUSTED  
 NP0585* NAVD 88     -      1119.     (meters)    3671.     (feet)  SCALED    
 NP0585  ___________________________________________________________________
 NP0585  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 NP0585  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 NP0585
 NP0585  HORZ ORDER  -  FIRST
 NP0585
 NP0585.The horizontal coordinates were established by classical geodetic methods
 NP0585.and adjusted by the National Geodetic Survey in August 1997..
 NP0585
 NP0585.The orthometric height was scaled from a topographic map.
 NP0585
 NP0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0585
 NP0585.The geoid height was determined by GEOID03.
 NP0585
 NP0585;                    North         East     Units Scale Factor Converg.
 NP0585;SPC NE       -   315,157.985   332,910.018   MT  0.99985979   -1 21 02.6
 NP0585;UTM  13      - 4,726,647.962   742,767.923   MT  1.00032516   +2 00 28.0
 NP0585;UTM  14      - 4,726,870.540   250,964.040   MT  1.00036309   -2 03 34.8
 NP0585
 NP0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0585!SPC NE       -   0.99982739  x   0.99985979  =   0.99968720
 NP0585!UTM  13      -   0.99982739  x   1.00032516  =   1.00015249
 NP0585!UTM  14      -   0.99982739  x   1.00036309  =   1.00019041
 NP0585
 NP0585|---------------------------------------------------------------------|
 NP0585| PID    Reference Object                     Distance      Geod. Az  |
 NP0585|                                                           dddmmss.s |
 NP0585| CQ3616 NIOBRARA RM 1                        15.722 METERS 00032     |
 NP0585| CQ3617 NIOBRARA RM 2                        12.760 METERS 08742     |
 NP0585| CQ3615 NIOBRARA AZ MK                                     3062239.7 |
 NP0585|---------------------------------------------------------------------|
 NP0585
 NP0585                          SUPERSEDED SURVEY CONTROL
 NP0585
 NP0585  NAD 83(1986)-  42 39 14.43117(N)    102 02 17.63936(W) AD(       ) 1
 NP0585  NAD 27      -  42 39 14.43400(N)    102 02 16.02800(W) AD(       ) 1
 NP0585
 NP0585.Superseded values are not recommended for survey control.
 NP0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0585.See file dsdata.txt to determine how the superseded data were derived.
 NP0585
 NP0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH4276826648(NAD 83)
 NP0585_MARKER: DS = TRIANGULATION STATION DISK
 NP0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0585
 NP0585  HISTORY     - Date     Condition        Report By
 NP0585  HISTORY     - 1946     MONUMENTED       CGS
 NP0585  HISTORY     - 1968     GOOD             USGS
 NP0585
 NP0585                          STATION DESCRIPTION
 NP0585
 NP0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0585'LOCATED ABOUT 14 MILES, AIR LINE, SOUTHEAST OF GORDON, 1.5 MILES,
 NP0585'AIR LINE, EAST OF THE COUNTY LINE, 4 MILES SOUTH OF THE NIOBRARA
 NP0585'RIVER, ON THE SOUTH END AND HIGHEST POINT OF A LOW GRASS-COVERED
 NP0585'HILL OWNED BY MR. LEWIS VALENTINE.  IT IS ABOUT 0.15 MILE SOUTH
 NP0585'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED NIOBRARA 1946 AND
 NP0585'PROJECTS 1 FOOT.
 NP0585'
 NP0585'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL AND
 NP0585'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS STAMPED NIOBRARA
 NP0585'NO 1 1946 AND PROJECTS 1 FOOT.
 NP0585'
 NP0585'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL AND ABOUT
 NP0585'2 FEET LOWER THAN THE STATION.  IT IS STAMPED NIOBRARA NO 2 1946
 NP0585'AND PROJECTS 1 FOOT.
 NP0585'
 NP0585'AZIMUTH MARK IS LOCATED ABOUT 0.35 MILE SOUTH OF A WINDMILL ON
 NP0585'THE SOUTH SIDE OF A LOW GRASSY HILL, 30 FEET WEST OF THE WEST END
 NP0585'OF A WIRE GATE AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT
 NP0585'IS STAMPED NIOBRARA 1946 AND PROJECTS 1 FOOT.
 NP0585'
 NP0585'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND STATE
 NP0585'HIGHWAY 27 AT THE SOUTH EDGE OF GORDON, GO SOUTH ON STATE
 NP0585'HIGHWAY 27 FOR 3.65 MILES TO A CROSSROAD AND A SCHOOLHOUSE ON
 NP0585'THE RIGHT.  TURN LEFT, EAST, AND GO 2.9 MILES TO A FORK.  KEEP
 NP0585'RIGHT FORK, MAIN TRAVELED ROAD, AND GO 0.8 MILE.  TURN LEFT, FOR
 NP0585'2.0 MILES TO A CROSSROAD AND A SCHOOLHOUSE ON THE RIGHT.  TURN
 NP0585'RIGHT, SOUTH, AND GO 1.0 MILE TO A FORK.  TAKE LEFT FORK, EAST,
 NP0585'FOR 1.25 MILE TO A FORK.  TAKE RIGHT FORK AND GO 1.75 MILES TO
 NP0585'THE BRIDGE OVER THE NIOBRARA RIVER.  CONTINUE ON MAIN ROAD
 NP0585'FOR 0.8 MILE TO A T ROAD RIGHT AND A CATTLE GUARD.  TURN RIGHT,
 NP0585'SOUTH, AND FOLLOW TRACK ROAD FOR 1.55 MILES TO A WIRE GATE IN
 NP0585'AN EAST-WEST FENCE LINE.  PASS THROUGH THE GATE, TAKING
 NP0585'THE EXTREME LEFT FORK, FOR 0.4 MILE TO A WIRE GATE.  TURN
 NP0585'RIGHT, SOUTH, BEFORE GOING THROUGH THE GATE AND FOLLOW
 NP0585'ALONG THE WEST SIDE OF THE FENCE FOR 0.25 MILE TO A ROAD AT A
 NP0585'FENCE CORNER.  TURN RIGHT, WEST, ON THE ROAD AND GO 0.05 MILE TO
 NP0585'A FORK.  TAKE LEFT FORK AND GO 0.2 MILE TO A FORK.  TAKE
 NP0585'LEFT FORK AND GO 0.25 MILE TO A FENCE CORNER AND THE END OF
 NP0585'THE ROAD.  CONTINUE DUE SOUTH, PASSING TO THE LEFT OF THE
 NP0585'WINDMILL, AND GO 0.45 MILE TO A WIRE GATE IN AN EAST-WEST
 NP0585'FENCE LINE AND THE AZIMUTH MARK ON THE RIGHT.  PASS THROUGH GATE
 NP0585'AND TURN SHARP LEFT AND FOLLOW ALONG THE SOUTH SIDE OF THE
 NP0585'FENCE FOR 0.1 MILE.  TURN RIGHT AND GO 0.25 MILE TO THE
 NP0585'HIGHEST POINT OF THE HILL AND THE STATION AS DESCRIBED.
 NP0585
 NP0585                          STATION RECOVERY (1968)
 NP0585
 NP0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0585'STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS RECOVERED IN
 NP0585'GOOD CONDITION AS DESCRIBED.
 NP0585'
 NP0585'THE OLD DESCRIPTION IS ADEQUATE.
 NP0585'
 NP0585'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1827 ***********************************************************************
 NM1827  DESIGNATION -  NIOBRARA RESET
 NM1827  PID         -  NM1827
 NM1827  STATE/COUNTY-  NE/KNOX
 NM1827  USGS QUAD   -  SPARTA (1974)
 NM1827
 NM1827                         *CURRENT SURVEY CONTROL
 NM1827  ___________________________________________________________________
 NM1827* NAD 83(1995)-  42 44 03.66729(N)    097 57 49.25783(W)     ADJUSTED  
 NM1827* NAVD 88     -       496.4    (meters)    1629.     (feet)  VERTCON   
 NM1827  ___________________________________________________________________
 NM1827  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 NM1827  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 NM1827
 NM1827  HORZ ORDER  -  SECOND
 NM1827
 NM1827.The horizontal coordinates were established by classical geodetic methods
 NM1827.and adjusted by the National Geodetic Survey in August 1997..
 NM1827
 NM1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1827
 NM1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1827
 NM1827.The geoid height was determined by GEOID03.
 NM1827
 NM1827;                    North         East     Units Scale Factor Converg.
 NM1827;SPC NE       -   324,075.523   666,722.882   MT  0.99988904   +1 20 58.1
 NM1827;SPC SD S     -    47,318.631   794,032.427   MT  1.00002490   +1 38 04.9
 NM1827;SPC SD S     -   155,244.54  2,605,088.05   sFT  1.00002490   +1 38 04.9
 NM1827;UTM  14      - 4,731,836.368   584,831.863   MT  0.99968854   +0 42 11.8
 NM1827
 NM1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1827!SPC NE       -   0.99992619  x   0.99988904  =   0.99981524
 NM1827!SPC SD S     -   0.99992619  x   1.00002490  =   0.99995109
 NM1827!UTM  14      -   0.99992619  x   0.99968854  =   0.99961475
 NM1827
 NM1827|---------------------------------------------------------------------|
 NM1827| PID    Reference Object                     Distance      Geod. Az  |
 NM1827|                                                           dddmmss.s |
 NM1827| CQ5949 NIOBRARA RM 1                        14.230 METERS 09520     |
 NM1827| CQ5950 NIOBRARA RM 2                         7.846 METERS 19137     |
 NM1827| CQ5948 NIOBRARA AZ MK                                     2325925.5 |
 NM1827| NN0606 WARD                                APPROX.11.9 KM 2794956.0 |
 NM1827|---------------------------------------------------------------------|
 NM1827
 NM1827                          SUPERSEDED SURVEY CONTROL
 NM1827
 NM1827  NAD 83(1986)-  42 44 03.67644(N)    097 57 49.25645(W) AD(       ) 2
 NM1827  NAD 27      -  42 44 03.66900(N)    097 57 48.00700(W) AD(       ) 2
 NM1827  NGVD 29 (07/19/86)  496.2    (m)         1628.     (f) VERT ANG       
 NM1827
 NM1827.Superseded values are not recommended for survey control.
 NM1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1827.See file dsdata.txt to determine how the superseded data were derived.
 NM1827
 NM1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN8483231836(NAD 83)
 NM1827
 NM1827  HISTORY     - Date     Condition        Report By
 NM1827  HISTORY     - 1948     MONUMENTED       MORC
 NM1827  HISTORY     - 1901     SEE DESCRIPTION  CGS
 NM1827  HISTORY     - 1935     GOOD             CGS
 NM1827  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NM1827  HISTORY     - 1948     GOOD             CGS
 NM1827  HISTORY     - 1976     GOOD             NEDR
 NM1827
 NM1827                          STATION DESCRIPTION
 NM1827
 NM1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 NM1827'ON THE RIGHT BANK OF THE MISSOURI RIVER, ON A VERY SHARP
 NM1827'ROUND-TOPPED KNOB, AT THE WEST END OF A RIDGE WHICH TURNS
 NM1827'NORTH 200 FEET EAST OF THE STATION, RUNS 300 FEET, AND ENDS
 NM1827'IN A KNOB SIMILAR TO THE ONE AT THE WEST END.  THE STATION IS
 NM1827'ABOUT 2 MILES FROM THE RIVER, OPPOSITE RUNNING WATER, S. DAK.
 NM1827'THE STATION IS MARKED BY A SMALL DRILLED HOLE IN THE CENTER OF
 NM1827'A BLOCK OF STONE 18 INCHES SQUARE, PLACED 3 FEET BELOW THE
 NM1827'SURFACE OF THE GROUND.
 NM1827
 NM1827                          STATION RECOVERY (1935)
 NM1827
 NM1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NM1827'THREE MILES SOUTH-SOUTHEAST OF THE TOWN OF RUNNING WATER,
 NM1827'3 MILES EAST-SOUTHEAST OF NIOBRARA, AND 1 MILE DUE WEST OF A
 NM1827'LARGE FARMHOUSE AND BARN JUST VISIBLE FROM THE STATION, IN
 NM1827'SEC. 24, T. 32 N., R. 6 W., ON LAND LEASED BY FRANK COLWELL
 NM1827'WHO LIVES ABOUT 1-1/2 MILES NORTHEAST OF THE STATION.  THE
 NM1827'ORIGINAL DESCRIPTION OF THE HILL ON WHICH THE STATION IS LOCATED
 NM1827'IS VERY GOOD AND PERMITS IMMEDIATE IDENTIFICATION.  SURFACE
 NM1827'MARK WAS NOT RECOVERED.  UNDERGROUND MARK, A FLAT STONE
 NM1827'BLOCK WITH SMALL DRILL HOLE IN CENTER AND THE LETTERS U.S.
 NM1827'ABOVE AND A TRIANGLE BELOW, WAS RECOVERED AND FOUND TO BE
 NM1827'IN GOOD CONDITION.  IT IS ABOUT 3 FEET BELOW THE SURFACE
 NM1827'OF THE GROUND.
 NM1827'
 NM1827'TO REACH FROM THE BANK BUILDING IN NIOBRARA GO EAST ON STATE
 NM1827'HIGHWAY 12 FOR ABOUT 3.9 MILES TO MR. COLWELLS HOUSE ON THE
 NM1827'SOUTH SIDE OF THE HIGHWAY, PROCEED ABOUT 1-3/4 MILES ON PRIVATE
 NM1827'TRAIL, FIRST WEST ALONG FOOT OF BLUFF, THEN SOUTHWEST IN
 NM1827'THE HILLS TO SLOPE OF HIGHEST HILL.  THE COLWELL HOUSE IS
 NM1827'1-3/4 MILES EAST OF ROAD LEADING NORTH FROM HIGHWAY TO
 NM1827'NIOBRARA-RUNNING WATER FERRY LANDING.
 NM1827
 NM1827                          STATION RECOVERY (1935)
 NM1827
 NM1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 NM1827'STATION RECOVERED AS DESCRIBED.  IT IS ON LAND LEASED TO
 NM1827'FRANK COLWELL.  IT IS MARKED BY A STANDARD MISSOURI RIVER
 NM1827'COMMISSION TRIANGULATION STATION MARK SET IN A PIPE 5 INCHES
 NM1827'IN DIAMETER WHICH IS SET OVER THE OLD U.S.C. AND G.S. UNDERGROUND
 NM1827'MARK, AND PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 NM1827'NO ADDITIONAL MARKING WAS DONE AT THIS STATION, AS IT HAS
 NM1827'BEEN MARKED BY THE ENGINEERS OF THE MISSOURI RIVER COMMISSION,
 NM1827'WHO USE THE STATION FREQUENTLY AND REGULARLY FOR SURVEY WORK
 NM1827'INCIDENT TO THE DREDGING OPERATIONS IN THE RIVER.
 NM1827
 NM1827                          STATION RECOVERY (1948)
 NM1827
 NM1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1827'LOCATED ABOUT 3 MILES EAST AND 1-1/2 MILE SOUTH OF NIOBRARA.
 NM1827'ON THE SUMMIT OF A SMALL ROUNDTOPPED KNOLL (THE MOST WESTERLY
 NM1827'OF TWO).  NEAR THE CENTER OF SEC. 24, T. 32 N., R. 6 W..
 NM1827'ON LAND OWNED BY MRS. JESSIE COLWELL.  IT IS 6.7 FEET SOUTHEAST
 NM1827'OF A WHITE WITNESS POST AND IS THE HIGHEST POINT IN THIS
 NM1827'VICINITY.  THE STATION MARK IS A MISSOURI RIVER COMMISSION
 NM1827'PIPE, WITH THE USUAL IRON CAP MISSING.  A USC AND GS DISC
 NM1827'WAS SET IN THE TOP OF THE PIPE, WITH CONCRETE, AND STAMPED
 NM1827'NIOBRARA MRC 1948.  THE PIPE IS ABOUT 4 INCHES IN DIAMETER,
 NM1827'AND PROJECTS ABOUT 8 INCHES.
 NM1827'
 NM1827'REFERENCE MARK NO. 1 IS 46.69 FEET EAST OF THE STATION, ON
 NM1827'THE TOP OF THE EASTWARD EXTENSION OF THE KNOLL AND IS ABOUT
 NM1827'8 FEET LOWER THAN THE STATION.  THE MARK PROJECTS ABOUT 3
 NM1827'INCHES AND THE DISC IS STAMPED NIOBRARA MRC NO 1 1948.
 NM1827'
 NM1827'REFERENCE MARK NO. 2 IS 25.74 FEET SOUTH OF THE STATION,
 NM1827'ON THE SOUTHERLY EXTENSION OF THE KNOLL AND IS ABOUT 10
 NM1827'FEET LOWER THAN THE STATION MARK.  THE MARK PROJECTS ABOUT
 NM1827'4 INCHES AND THE DISC IS STAMPED NIOBRARA MRC NO 2 1948.
 NM1827'
 NM1827'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION,
 NM1827'ABOUT 100 FEET SOUTHWEST OF A WINDMILL, 32 FEET SOUTH OF
 NM1827'A GATE POST, 2 FEET NORTHEAST OF A WHITE WITNESS POST AND
 NM1827'1 FOOT EAST OF THE FENCE LINE.  THE MARK PROJECTS ABOUT 6
 NM1827'INCHES AND THE DISC IS STAMPED NIOBRARA MRC 1948.
 NM1827'
 NM1827'THE STATION WAS REACHED FROM THE POST OFFICE IN NIOBRARA BY
 NM1827'GOING EAST ON STATE HIGHWAY 12 FOR 2.25 MILES TO A CROSSROADS
 NM1827'AT A SIGN SPRINGFIELD AND MITCHELL, S.D..  HERE, TURN RIGHT
 NM1827'OR SOUTH AND FOLLOW DIRT ROAD FOR 1.15 MILES TO RANCH BUILDINGS.
 NM1827'PASS BETWEEN HOUSE AND BARN, CROSS A SMALL WASH, THEN RIGHT
 NM1827'ON A TRACK ROAD FOR 0.1 MILE TO A WIRE GATE.  PASS THRU
 NM1827'GATE AND CONTINUE 0.2 MILE TO A WIRE GATE.  THENCE THRU GATE
 NM1827'AND FOLLOW TRACK ROAD ACROSS FIELD FOR 0.35 MILE TO A WIRE
 NM1827'GATE ON THE RIGHT.  TURN RIGHT, THRU GATE, THENCE LEFT AROUND
 NM1827'THE NORTH EDGE OF THE FIELD FOR 0.6 MILE TO A WIRE GATE,
 NM1827'JUST SOUTH OF A WINDMILL AND THE AZIMUTH MARK ON THE RIGHT
 NM1827'AS DESCRIBED ABOVE.  GO THRU GATE AND FOLLOW DIM ROAD,
 NM1827'NORTHERLY UP A DRAW TO THE TOP OF THE DIVIDE.  THENCE RIGHT
 NM1827'OR EASTERLY FOR ABOUT 50 YARDS TO THE HIGHEST POINT OF KNOLL
 NM1827'AND THE STATION SITE.
 NM1827'
 NM1827'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1827
 NM1827                          STATION RECOVERY (1976)
 NM1827
 NM1827'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1976 (HED)
 NM1827'STATION, REF. 1, REF 2 FOUND IN GOOD CONDITION THE AZIMUTH IS
 NM1827'DESTROYED BY EROSION.
 NM1827'
 NM1827'NEAREST TOWN--NIOBRARA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0615 ***********************************************************************
 MN0615  DESIGNATION -  NIX
 MN0615  PID         -  MN0615
 MN0615  STATE/COUNTY-  NE/KIMBALL
 MN0615  USGS QUAD   -  OLIVER RESERVOIR (1972)
 MN0615
 MN0615                         *CURRENT SURVEY CONTROL
 MN0615  ___________________________________________________________________
 MN0615* NAD 83(1995)-  41 10 37.24554(N)    103 49 26.91494(W)     ADJUSTED  
 MN0615* NAVD 88     -      1540.     (meters)    5052.     (feet)  SCALED    
 MN0615  ___________________________________________________________________
 MN0615  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 MN0615  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 MN0615
 MN0615  HORZ ORDER  -  THIRD
 MN0615
 MN0615.The horizontal coordinates were established by classical geodetic methods
 MN0615.and adjusted by the National Geodetic Survey in August 1997..
 MN0615
 MN0615.The orthometric height was scaled from a topographic map.
 MN0615
 MN0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0615
 MN0615.The geoid height was determined by GEOID03.
 MN0615
 MN0615;                    North         East     Units Scale Factor Converg.
 MN0615;SPC NE       -   156,275.992   179,326.219   MT  0.99967497   -2 32 03.3
 MN0615;UTM  13      - 4,559,073.815   598,627.264   MT  0.99971972   +0 46 27.2
 MN0615
 MN0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0615!SPC NE       -   0.99976144  x   0.99967497  =   0.99943649
 MN0615!UTM  13      -   0.99976144  x   0.99971972  =   0.99948123
 MN0615
 MN0615:                Primary Azimuth Mark                     Grid Az
 MN0615:SPC NE       -  UNION PAC MICROWAVE TOWER 3040           021 59 39.3
 MN0615:UTM  13      -  UNION PAC MICROWAVE TOWER 3040           018 41 08.8
 MN0615
 MN0615|---------------------------------------------------------------------|
 MN0615| PID    Reference Object                     Distance      Geod. Az  |
 MN0615|                                                           dddmmss.s |
 MN0615| MN0626 UNION PAC MICROWAVE TOWER 3040      APPROX.11.9 KM 0192736.0 |
 MN0615| CP7834 NIX RM 1                             14.190 METERS 09139     |
 MN0615| CP7833 NIX AZ MK                                          0923620.0 |
 MN0615| CP7835 NIX RM 2                             14.952 METERS 27053     |
 MN0615|---------------------------------------------------------------------|
 MN0615
 MN0615                          SUPERSEDED SURVEY CONTROL
 MN0615
 MN0615  NAD 83(1995)-  41 10 37.24503(N)    103 49 26.91487(W) AD(       ) 3
 MN0615  NAD 83(1986)-  41 10 37.23809(N)    103 49 26.91396(W) AD(       ) 3
 MN0615  NAD 27      -  41 10 37.30490(N)    103 49 25.11200(W) AD(       ) 3
 MN0615
 MN0615.Superseded values are not recommended for survey control.
 MN0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0615.See file dsdata.txt to determine how the superseded data were derived.
 MN0615
 MN0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9862759074(NAD 83)
 MN0615_MARKER: DS = TRIANGULATION STATION DISK
 MN0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0615
 MN0615  HISTORY     - Date     Condition        Report By
 MN0615  HISTORY     - 1963     MONUMENTED       CGS
 MN0615
 MN0615                          STATION DESCRIPTION
 MN0615
 MN0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0615'THE STATION IS 8-1/2 MILES WEST AND 4 MILES SOUTH OF KIMBALL,
 MN0615'IN THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION
 MN0615'23, T 14 N, R 57 W, AND ON THE SOUTH RIGHT-OF-WAY OF A COUNTY
 MN0615'ROAD.
 MN0615'
 MN0615'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0615'STATE HIGHWAY 71, GO WEST ON HIGHWAY 30 FOR 6.7 MILES TO A
 MN0615'GRAIN ELEVATOR ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 30 FOR
 MN0615'0.5 MILE TO A CROSSROAD AND A HOUSE IN THE SOUTHWEST ANGLE
 MN0615'OF THE INTERSECTION.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD
 MN0615'FOR 2.6 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A
 MN0615'GRAVEL ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 MN0615'FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT AND A FIELD ROAD ON
 MN0615'THE LEFT.  TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR 0.45
 MN0615'MILE TO THE STATION ON THE LEFT, SOUTH SIDE OF THE ROAD.
 MN0615'
 MN0615'STATION MARKS ARE STANDARD DISKS STAMPED NIX 1963.  THE SURFACE
 MN0615'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0615'OF THE GROUND.  IT IS 119.5 FEET EAST OF A EAST END GATE POST,
 MN0615'31 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 4 FEET EAST OF
 MN0615'A METAL WITNESS POST, AND 2 FEET NORTH OF A FENCE.  THE
 MN0615'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 MN0615'BELOW THE SURFACE OF THE GROUND.
 MN0615'
 MN0615'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NIX NO 1 1963,
 MN0615'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 MN0615'IS 50.5 FEET EAST OF THE METAL WITNESS POST, 32 FEET SOUTH
 MN0615'OF THE CENTER OF THE GRAVEL ROAD, AND 1 FOOT NORTH OF THE FENCE.
 MN0615'
 MN0615'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NIX NO 2 1963, IS
 MN0615'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 MN0615'70 FEET EAST OF THE EAST END GATE POST, 45.5 FEET WEST OF
 MN0615'THE METAL WITNESS POST, 32 FEET SOUTH OF THE CENTER OF THE
 MN0615'GRAVEL ROAD, AND 1 FOOT NORTH OF THE FENCE.
 MN0615'
 MN0615'AZIMUTH MARK, A STANDARD DISK STAMPED NIX 1963, IS SET IN A
 MN0615'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 94 FEET
 MN0615'SOUTHWEST OF THE CENTER OF A T-ROAD INTERSECTION, 37 FEET WEST
 MN0615'OF THE CENTER OF A GRAVEL ROAD, 55 FEET SOUTH OF A CORNER FENCE
 MN0615'POST, AND 1 FOOT EAST OF A FENCE.
 MN0615'
 MN0615'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 MN0615'GRAVEL ROAD FOR 0.45 MILE TO A T-ROAD AND THE AZIMUTH MARK ON
 MN0615'THE RIGHT.
 MN0615'
 MN0615'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1095 ***********************************************************************
 ML1095  DESIGNATION -  NL 11 7
 ML1095  PID         -  ML1095
 ML1095  STATE/COUNTY-  NE/HOWARD
 ML1095  USGS QUAD   -  ELBA (1953)
 ML1095
 ML1095                         *CURRENT SURVEY CONTROL
 ML1095  ___________________________________________________________________
 ML1095* NAD 83(1995)-  41 21 47.23160(N)    098 36 15.43665(W)     ADJUSTED  
 ML1095* NAVD 88     -       638.     (meters)    2093.     (feet)  SCALED    
 ML1095  ___________________________________________________________________
 ML1095  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 ML1095  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 ML1095
 ML1095  HORZ ORDER  -  THIRD
 ML1095
 ML1095.The horizontal coordinates were established by classical geodetic methods
 ML1095.and adjusted by the National Geodetic Survey in August 1997..
 ML1095
 ML1095.The orthometric height was scaled from a topographic map.
 ML1095
 ML1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1095
 ML1095.The geoid height was determined by GEOID03.
 ML1095
 ML1095;                    North         East     Units Scale Factor Converg.
 ML1095;SPC NE       -   170,787.287   616,737.080   MT  0.99966168   +0 55 29.8
 ML1095;UTM  14      - 4,579,143.616   533,096.706   MT  0.99961348   +0 15 41.4
 ML1095
 ML1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1095!SPC NE       -   0.99990373  x   0.99966168  =   0.99956544
 ML1095!UTM  14      -   0.99990373  x   0.99961348  =   0.99951724
 ML1095
 ML1095|---------------------------------------------------------------------|
 ML1095| PID    Reference Object                     Distance      Geod. Az  |
 ML1095|                                                           dddmmss.s |
 ML1095| CO1926 NL 11 7 RM 1                         13.764 METERS 06559     |
 ML1095| CO1925 NL 11 7 AZ MK                                      1282044.0 |
 ML1095| ML1094 ELBA MUNICIPAL TANK                 APPROX.11.8 KM 1595146.6 |
 ML1095| CO1927 NL 11 7 RM 2                         11.422 METERS 17223     |
 ML1095| ML1107 FARWELL MUNICIPAL TANK              APPROX.16.7 KM 1860734.1 |
 ML1095|---------------------------------------------------------------------|
 ML1095
 ML1095                          SUPERSEDED SURVEY CONTROL
 ML1095
 ML1095  NAD 83(1986)-  41 21 47.23860(N)    098 36 15.44144(W) AD(       ) 3
 ML1095  NAD 27      -  41 21 47.19400(N)    098 36 14.17200(W) AD(       ) 3
 ML1095
 ML1095.Superseded values are not recommended for survey control.
 ML1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1095.See file dsdata.txt to determine how the superseded data were derived.
 ML1095
 ML1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3309779144(NAD 83)
 ML1095_MARKER: DB = BENCH MARK DISK
 ML1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1095
 ML1095  HISTORY     - Date     Condition        Report By
 ML1095  HISTORY     - 1951     MONUMENTED       CGS
 ML1095
 ML1095                          STATION DESCRIPTION
 ML1095
 ML1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1095'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OF ELBA, 2 MILES
 ML1095'EAST OF COTESFIELD AND 0.75 MILE EAST OF THE NORTH LOUP RIVER.
 ML1095'IT IS ABOUT 150 FEET SOUTHWEST OF THE HIGHEST POINT OF A GRASS
 ML1095'COVERED RIDGE WHICH IS THE MOST PROMINENT IN THE VICINITY.
 ML1095'
 ML1095'A U.S. BUREAU OF RECLAMATION MARK WAS USED FOR THE STATION.
 ML1095'IT IS A STANDARD BUREAU OF RECLAMATION BENCH MARK DISK SET
 ML1095'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST.  IT IS STAMPED
 ML1095'NL-11-7 AND PROJECTS 2 INCHES.
 ML1095'
 ML1095'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK WELDED ON
 ML1095'THE TOP OF A 2.5 INCH IRON PIPE.  IT IS STAMPED NL-11-7 NO 1 1951
 ML1095'AND PROJECTS 7 INCHES.
 ML1095'
 ML1095'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK WELDED
 ML1095'ON THE TOP OF A 2.5 INCH IRON PIPE.  IT IS STAMPED NL-11-7
 ML1095'NO 2 1951 AND PROJECTS 4 INCHES.
 ML1095'
 ML1095'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 ML1095'NO. 2 IS 66.3 FEET.
 ML1095'
 ML1095'THE AZIMUTH MARK IS LOCATED 33 FEET EAST OF THE CENTER OF A
 ML1095'NORTH-SOUTH GRAVELED ROAD, 16 FEET SOUTH OF THE CENTER OF A
 ML1095'FIELD ENTRANCE, 2 FEET NORTH OF A WITNESS POST AND 1 FOOT
 ML1095'SOUTHWEST OF THE SOUTH END OF A WIRE GATE.  IT IS STAMPED
 ML1095'NL-11-7 1951 AND PROJECTS 6 INCHES.
 ML1095'
 ML1095'TO REACH THE STATION FROM THE POST OFFICE IN COTESFIELD, GO
 ML1095'EAST FOR 0.05 MILE TO A CROSS-STREET, TURN LEFT AND GO NORTH
 ML1095'0.05 MILE TO STATE HIGHWAY 11.  CROSS STATE HIGHWAY 11 AND
 ML1095'CONTINUE NORTH ON A GRAVELED ROAD FOR 0.55 MILE TO A CROSSROAD,
 ML1095'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 1.0 MILE TO THE
 ML1095'BRIDGE ACROSS THE NORTH LOUP RIVER, CROSS THE BRIDGE AND
 ML1095'CONTINUE EAST FOR 0.05 MILE TO A T ROAD INTERSECTION, TURN
 ML1095'RIGHT AND GO SOUTHEAST FOR 0.05 MILE TO THE END OF TRUCK
 ML1095'TRAVEL.  FROM THIS POINT PACK EAST UP RIDGE FOR ABOUT 0.5
 ML1095'MILE TO THE HIGHEST RIDGE AND THE STATION AS DESCRIBED.
 ML1095'
 ML1095'TO REACH THE AZIMUTH MARK FROM THE NORTH LOUP RIVER BRIDGE,
 ML1095'(AS MENTIONED ABOVE), GO EAST FOR 0.05 MILE TO A T ROAD
 ML1095'INTERSECTION, TURN RIGHT AND GO SOUTHEAST ON A GRAVELED ROAD
 ML1095'1.2 MILES TO A FORK.  TAKE THE LEFT FORK AND GO NORTHERLY UP
 ML1095'HILL ON A GRAVELED ROAD FOR 0.5 MILE TO A FIELD ENTRANCE ON
 ML1095'THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2453 ***********************************************************************
 AI2453  DESIGNATION -  NLGN1 A
 AI2453  PID         -  AI2453
 AI2453  STATE/COUNTY-  NE/PIERCE
 AI2453  USGS QUAD   -  TILDEN NE (1963)
 AI2453
 AI2453                         *CURRENT SURVEY CONTROL
 AI2453  ___________________________________________________________________
 AI2453* NAD 83(1995)-  42 12 47.60029(N)    097 47 45.46435(W)     ADJUSTED  
 AI2453* NAVD 88     -       522.367  (meters)    1713.80   (feet)  ADJUSTED  
 AI2453  ___________________________________________________________________
 AI2453  X           -    -641,806.159 (meters)                     COMP
 AI2453  Y           -  -4,687,756.065 (meters)                     COMP
 AI2453  Z           -   4,263,509.105 (meters)                     COMP
 AI2453  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AI2453  ELLIP HEIGHT-         497.62  (meters)          (09/24/01) GPS OBS
 AI2453  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AI2453  DYNAMIC HT  -         522.169 (meters)    1713.15  (feet)  COMP
 AI2453  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
 AI2453
 AI2453  HORZ ORDER  -  B
 AI2453  VERT ORDER  -  SECOND    CLASS I
 AI2453  ELLP ORDER  -  FOURTH    CLASS II
 AI2453
 AI2453.This is a reference station for the NELIGH
 AI2453.National Continuously Operating Reference Station (NLGN).
 AI2453
 AI2453.The horizontal coordinates were established by GPS observations
 AI2453.and adjusted by the National Geodetic Survey in June 2000..
 AI2453
 AI2453.The orthometric height was determined by differential leveling
 AI2453.and adjusted by the National Geodetic Survey in July 2002..
 AI2453.No vertical observational check was made to the station.
 AI2453
 AI2453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2453
 AI2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2453
 AI2453.The ellipsoidal height was determined by GPS observations
 AI2453.and is referenced to NAD 83.
 AI2453
 AI2453.The geoid height was determined by GEOID03.
 AI2453
 AI2453.The dynamic height is computed by dividing the NAVD 88
 AI2453.geopotential number by the normal gravity value computed on the
 AI2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2453.degrees latitude (g = 980.6199 gals.).
 AI2453
 AI2453.The modeled gravity was interpolated from observed gravity values.
 AI2453
 AI2453;                    North         East     Units Scale Factor Converg.
 AI2453;SPC NE       -   266,553.973   681,927.348   MT  0.99973477   +1 27 38.2
 AI2453;UTM  14      - 4,674,152.161   599,382.681   MT  0.99972153   +0 48 32.6
 AI2453
 AI2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2453!SPC NE       -   0.99992196  x   0.99973477  =   0.99965675
 AI2453!UTM  14      -   0.99992196  x   0.99972153  =   0.99964351
 AI2453
 AI2453                          SUPERSEDED SURVEY CONTROL
 AI2453
 AI2453  ELLIP H (06/14/00)  497.62   (m)                       GP(       ) 4 1
 AI2453  NAVD 88 (06/14/00)  522.37   (m)         1713.8    (f) LEVELING    3  
 AI2453
 AI2453.Superseded values are not recommended for survey control.
 AI2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2453.See file dsdata.txt to determine how the superseded data were derived.
 AI2453
 AI2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9938374152(NAD 83)
 AI2453_MARKER: F = FLANGE-ENCASED ROD
 AI2453_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2453_STAMPING: NLGN1 A 1999
 AI2453_MARK LOGO: NGS   
 AI2453_PROJECTION: FLUSH
 AI2453_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2453+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2453_ROD/PIPE-DEPTH: 12.2 meters
 AI2453_SLEEVE-DEPTH  : 0.9 meters
 AI2453
 AI2453  HISTORY     - Date     Condition        Report By
 AI2453  HISTORY     - 1999     MONUMENTED       NGS
 AI2453
 AI2453                          STATION DESCRIPTION
 AI2453
 AI2453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2453'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2453'IN PIERCE, THENCE 21.5 KM (13.35 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2453'THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG 536 AVENUE, 10.5 KM (6.50 MI)
 AI2453'EAST OF THE AVENUE CENTERLINE, 7.5 M (24.6 FT) NORTH OF THE CENTER OF
 AI2453'A FIELD ENTRANCE, 4.7 M (15.4 FT) NORTH-NORTHEAST OF THE NORTH END OF
 AI2453'A CULVERT UNDER THE FIELD ENTRANCE, 0.4 M (1.3 FT) WEST OF A WITNESS
 AI2453'POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AI2453'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AI2453'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE
 AI2453'MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.  THE MONUMENT IS A CORS SITE
 AI2453'REFERENCE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2454 ***********************************************************************
 AI2454  DESIGNATION -  NLGN1 B
 AI2454  PID         -  AI2454
 AI2454  STATE/COUNTY-  NE/PIERCE
 AI2454  USGS QUAD   -  TILDEN NE (1963)
 AI2454
 AI2454                         *CURRENT SURVEY CONTROL
 AI2454  ___________________________________________________________________
 AI2454* NAD 83(1995)-  42 12 21.54565(N)    097 48 03.58266(W)     ADJUSTED  
 AI2454* NAVD 88     -       525.495  (meters)    1724.06   (feet)  ADJUSTED  
 AI2454  ___________________________________________________________________
 AI2454  X           -    -642,291.559 (meters)                     COMP
 AI2454  Y           -  -4,688,237.115 (meters)                     COMP
 AI2454  Z           -   4,262,915.711 (meters)                     COMP
 AI2454  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AI2454  ELLIP HEIGHT-         500.75  (meters)          (09/24/01) GPS OBS
 AI2454  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AI2454  DYNAMIC HT  -         525.296 (meters)    1723.41  (feet)  COMP
 AI2454  MODELED GRAV-     980,226.0   (mgal)                       NAVD 88
 AI2454
 AI2454  HORZ ORDER  -  B
 AI2454  VERT ORDER  -  SECOND    CLASS I
 AI2454  ELLP ORDER  -  FOURTH    CLASS II
 AI2454
 AI2454.This is a reference station for the NELIGH
 AI2454.National Continuously Operating Reference Station (NLGN).
 AI2454
 AI2454.The horizontal coordinates were established by GPS observations
 AI2454.and adjusted by the National Geodetic Survey in June 2000..
 AI2454
 AI2454.The orthometric height was determined by differential leveling
 AI2454.and adjusted by the National Geodetic Survey in July 2002..
 AI2454.No vertical observational check was made to the station.
 AI2454
 AI2454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2454
 AI2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2454
 AI2454.The ellipsoidal height was determined by GPS observations
 AI2454.and is referenced to NAD 83.
 AI2454
 AI2454.The geoid height was determined by GEOID03.
 AI2454
 AI2454.The dynamic height is computed by dividing the NAVD 88
 AI2454.geopotential number by the normal gravity value computed on the
 AI2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2454.degrees latitude (g = 980.6199 gals.).
 AI2454
 AI2454.The modeled gravity was interpolated from observed gravity values.
 AI2454
 AI2454;                    North         East     Units Scale Factor Converg.
 AI2454;SPC NE       -   265,739.958   681,532.451   MT  0.99973322   +1 27 26.2
 AI2454;UTM  14      - 4,673,342.700   598,978.556   MT  0.99972054   +0 48 20.0
 AI2454
 AI2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2454!SPC NE       -   0.99992147  x   0.99973322  =   0.99965471
 AI2454!UTM  14      -   0.99992147  x   0.99972054  =   0.99964203
 AI2454
 AI2454                          SUPERSEDED SURVEY CONTROL
 AI2454
 AI2454  ELLIP H (06/14/00)  500.75   (m)                       GP(       ) 4 1
 AI2454  NAVD 88 (06/14/00)  525.50   (m)         1724.1    (f) LEVELING    3  
 AI2454
 AI2454.Superseded values are not recommended for survey control.
 AI2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2454.See file dsdata.txt to determine how the superseded data were derived.
 AI2454
 AI2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM9897973343(NAD 83)
 AI2454_MARKER: F = FLANGE-ENCASED ROD
 AI2454_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI2454_STAMPING: NLGN1 B 1999
 AI2454_MARK LOGO: NGS   
 AI2454_PROJECTION: FLUSH
 AI2454_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2454+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2454_ROD/PIPE-DEPTH: 18.6 meters
 AI2454_SLEEVE-DEPTH  : 0.9 meters
 AI2454
 AI2454  HISTORY     - Date     Condition        Report By
 AI2454  HISTORY     - 1999     MONUMENTED       NGS
 AI2454
 AI2454                          STATION DESCRIPTION
 AI2454
 AI2454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI2454'0.9 KM (0.55 MI) NORTHERLY ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE
 AI2454'IN PIERCE, THENCE 21.9 KM (13.60 MI) WESTERLY ALONG COUNTY ROAD 854,
 AI2454'27.2 M (89.2 FT) EAST OF AN UNDERGROUND CABLE WARNING SIGN, 10.4 M
 AI2454'(34.1 FT) NORTH OF THE ROAD CENTER, 6.7 M (22.0 FT) WEST OF THE CENTER
 AI2454'OF A FIELD ENTRANCE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE,
 AI2454'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--ACCESS TO THE
 AI2454'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AI2454'MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE MONUMENT IS ON COUNTY
 AI2454'ROAD RIGHT-OF-WAY.  THE MONUMENT IS A CORS SITE REFERENCE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1022 ***********************************************************************
 LH1022  DESIGNATION -  NOEL
 LH1022  PID         -  LH1022
 LH1022  STATE/COUNTY-  NE/FURNAS
 LH1022  USGS QUAD   -  PRECEPT (1957)
 LH1022
 LH1022                         *CURRENT SURVEY CONTROL
 LH1022  ___________________________________________________________________
 LH1022* NAD 83(1995)-  40 07 02.40691(N)    099 43 26.57459(W)     ADJUSTED  
 LH1022* NAVD 88     -       693.     (meters)    2274.     (feet)  SCALED    
 LH1022  ___________________________________________________________________
 LH1022  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 LH1022  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 LH1022
 LH1022  HORZ ORDER  -  FIRST
 LH1022
 LH1022.The horizontal coordinates were established by classical geodetic methods
 LH1022.and adjusted by the National Geodetic Survey in August 1997..
 LH1022
 LH1022.The orthometric height was scaled from a topographic map.
 LH1022
 LH1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1022
 LH1022.The geoid height was determined by GEOID03.
 LH1022
 LH1022;                    North         East     Units Scale Factor Converg.
 LH1022;SPC NE       -    31,571.839   523,522.941   MT  0.99994903   +0 10 58.3
 LH1022;UTM  14      - 4,441,031.623   438,301.071   MT  0.99964686   -0 27 59.6
 LH1022
 LH1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1022!SPC NE       -   0.99989515  x   0.99994903  =   0.99984418
 LH1022!UTM  14      -   0.99989515  x   0.99964686  =   0.99954204
 LH1022
 LH1022|---------------------------------------------------------------------|
 LH1022| PID    Reference Object                     Distance      Geod. Az  |
 LH1022|                                                           dddmmss.s |
 LH1022| CO1929 NOEL RM 1                            38.222 METERS 00148     |
 LH1022| LH1019 STAMFORD MUNICIPAL TANK             APPROX.11.4 KM 0804426.9 |
 LH1022| CO1928 NOEL AZ MK                                         0891417.9 |
 LH1022| CO1930 NOEL RM 2                            33.757 METERS 18602     |
 LH1022|---------------------------------------------------------------------|
 LH1022
 LH1022                          SUPERSEDED SURVEY CONTROL
 LH1022
 LH1022  NAD 83(1986)-  40 07 02.41136(N)    099 43 26.57693(W) AD(       ) 1
 LH1022  NAD 27      -  40 07 02.38300(N)    099 43 25.16300(W) AD(       ) 1
 LH1022
 LH1022.Superseded values are not recommended for survey control.
 LH1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1022.See file dsdata.txt to determine how the superseded data were derived.
 LH1022
 LH1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK3830141032(NAD 83)
 LH1022_MARKER: DS = TRIANGULATION STATION DISK
 LH1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1022
 LH1022  HISTORY     - Date     Condition        Report By
 LH1022  HISTORY     - 1935     MONUMENTED       CGS
 LH1022
 LH1022                          STATION DESCRIPTION
 LH1022
 LH1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1022'STATION NOEL LIES 5.5 MILES EAST AND 1.5 MILES SOUTH OF BEAVER
 LH1022'CITY, 0.2 MILE WEST OF FARM BUILDINGS OCCUPIED BY W.A. NOEL, 25
 LH1022'FEET EAST OF CENTER OF GRADED ROAD, 5 FEET WEST OF FENCE, 80
 LH1022'FEET SOUTH OF EAST-WEST FARM ROAD, ON THE HIGHEST GROUND IN
 LH1022'THE VICINITY.  STATION MARK PROJECTS 8 INCHES.
 LH1022'
 LH1022'REFERENCE MARK NO. 1 IS NORTH OF STATION, 41 FEET
 LH1022'EAST OF CENTER OF ROAD, 1 FOOT WEST OF FENCE, 208 FEET NORTH OF
 LH1022'EAST-WEST ROAD, AND PROJECTS 6 INCHES.
 LH1022'
 LH1022'REFERENCE MARK NO. 2 IS SOUTH OF STATION, 2-1/2
 LH1022'FEET NORTHEAST OF FENCE CORNER, AND PROJECTS 6 INCHES.
 LH1022'
 LH1022'AZIMUTH MARK IS EAST OF STATION, 15 FEET NORTH OF
 LH1022'CENTER OF ROAD, AND PROJECTS 6 INCHES.
 LH1022'
 LH1022'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT STATION SPORING.
 LH1022'A 10-FOOT STAND WAS USED.
 LH1022'
 LH1022'STATION IS REACHED FROM SQUARE IN BEAVER CITY BY DRIVING SOUTH
 LH1022'2 BLOCKS TO STATE HIGHWAY 89, TURN LEFT (EAST) FOR 5.5 MILES
 LH1022'TO POINT WHERE HIGHWAY 89 TURNS LEFT (NORTH).  AT THIS POINT
 LH1022'LEAVE HIGHWAY 89 AND CONTINUE STRAIGHT AHEAD (EAST) 0.1 MILE,
 LH1022'TURN RIGHT (SOUTH) FOR 1.5 MILES TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0886 ***********************************************************************
 LG0886  DESIGNATION -  NORA AZ MK
 LG0886  PID         -  LG0886
 LG0886  STATE/COUNTY-  NE/NUCKOLLS
 LG0886  USGS QUAD   -  OAK (1960)
 LG0886
 LG0886                         *CURRENT SURVEY CONTROL
 LG0886  ___________________________________________________________________
 LG0886* NAD 83(1995)-  40 11 22.45554(N)    097 58 20.45311(W)     ADJUSTED  
 LG0886* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 LG0886  ___________________________________________________________________
 LG0886  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 LG0886  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 LG0886
 LG0886  HORZ ORDER  -  THIRD
 LG0886
 LG0886.The horizontal coordinates were established by classical geodetic methods
 LG0886.and adjusted by the National Geodetic Survey in August 1997..
 LG0886.No horizontal observational check was made to the station.
 LG0886
 LG0886.The orthometric height was scaled from a topographic map.
 LG0886
 LG0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0886
 LG0886.The geoid height was determined by GEOID03.
 LG0886
 LG0886;                    North         East     Units Scale Factor Converg.
 LG0886;SPC NE       -    41,579.145   672,639.557   MT  0.99991969   +1 20 37.4
 LG0886;UTM  14      - 4,449,304.369   587,477.795   MT  0.99969420   +0 39 47.5
 LG0886
 LG0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0886!SPC NE       -   0.99992142  x   0.99991969  =   0.99984111
 LG0886!UTM  14      -   0.99992142  x   0.99969420  =   0.99961564
 LG0886
 LG0886                          SUPERSEDED SURVEY CONTROL
 LG0886
 LG0886  NAD 83(1986)-  40 11 22.46116(N)    097 58 20.45231(W) AD(       ) 3
 LG0886  NAD 27      -  40 11 22.43418(N)    097 58 19.31403(W) AD(       ) 3
 LG0886
 LG0886.Superseded values are not recommended for survey control.
 LG0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0886.See file dsdata.txt to determine how the superseded data were derived.
 LG0886
 LG0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8747849304(NAD 83)
 LG0886
 LG0886  HISTORY     - Date     Condition        Report By
 LG0886  HISTORY     - 1947     MONUMENTED       CGS
 LG0886  HISTORY     - 1975     GOOD             NGS
 LG0886
 LG0886                          STATION DESCRIPTION
 LG0886
 LG0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0886'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NORA 1947, SET IN THE
 LG0886'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LG0886'GROUND SURFACE.  IT IS 33 FEET WEST OF THE CENTER OF A GRAVELED
 LG0886'ROAD, 1 FOOT EAST OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS
 LG0886'POST.
 LG0886'
 LG0886'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE DIRT ROAD
 LG0886'FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED
 LG0886'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0885 ***********************************************************************
 LG0885  DESIGNATION -  NORA RESET
 LG0885  PID         -  LG0885
 LG0885  STATE/COUNTY-  NE/NUCKOLLS
 LG0885  USGS QUAD   -  OAK (1960)
 LG0885
 LG0885                         *CURRENT SURVEY CONTROL
 LG0885  ___________________________________________________________________
 LG0885* NAD 83(1995)-  40 11 27.24967(N)    097 57 45.79388(W)     ADJUSTED  
 LG0885* NAVD 88     -       531.     (meters)    1742.     (feet)  SCALED    
 LG0885  ___________________________________________________________________
 LG0885  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LG0885  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 LG0885
 LG0885  HORZ ORDER  -  SECOND
 LG0885
 LG0885.The horizontal coordinates were established by classical geodetic methods
 LG0885.and adjusted by the National Geodetic Survey in August 1997..
 LG0885
 LG0885.The orthometric height was scaled from a topographic map.
 LG0885
 LG0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0885
 LG0885.The geoid height was determined by GEOID03.
 LG0885
 LG0885;                    North         East     Units Scale Factor Converg.
 LG0885;SPC NE       -    41,746.232   673,455.637   MT  0.99991916   +1 21 00.4
 LG0885;UTM  14      - 4,449,461.715   588,295.620   MT  0.99969597   +0 40 10.0
 LG0885
 LG0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0885!SPC NE       -   0.99992079  x   0.99991916  =   0.99983996
 LG0885!UTM  14      -   0.99992079  x   0.99969597  =   0.99961679
 LG0885
 LG0885|---------------------------------------------------------------------|
 LG0885| PID    Reference Object                     Distance      Geod. Az  |
 LG0885|                                                           dddmmss.s |
 LG0885| CO1931 NORA RM 1                            15.740 METERS 01651     |
 LG0885| CO1933 NORA RM 3                            13.820 METERS 01749     |
 LG0885| LG0889 DAVENPORT MUNICIPAL TANK            APPROX.18.6 KM 0425341.1 |
 LG0885| CO1932 NORA RM 2                             5.349 METERS 11809     |
 LG0885| LG0880 RUSKIN MUNICIPAL TANK               APPROX. 9.4 KM 1230027.0 |
 LG0885| LG0886 NORA AZ MK                          APPROX. 0.8 KM 2594644.5 |
 LG0885| LG0891 EDGAR MUNICIPAL STANDPIPE           APPROX.19.7 KM 3575735.5 |
 LG0885|---------------------------------------------------------------------|
 LG0885
 LG0885                          SUPERSEDED SURVEY CONTROL
 LG0885
 LG0885  NAD 83(1986)-  40 11 27.25526(N)    097 57 45.79307(W) AD(       ) 2
 LG0885  NAD 27      -  40 11 27.22900(N)    097 57 44.65600(W) AD(       ) 2
 LG0885
 LG0885.Superseded values are not recommended for survey control.
 LG0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0885.See file dsdata.txt to determine how the superseded data were derived.
 LG0885
 LG0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8829649462(NAD 83)
 LG0885_MARKER: DS = TRIANGULATION STATION DISK
 LG0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0885
 LG0885  HISTORY     - Date     Condition        Report By
 LG0885  HISTORY     - 1947     MONUMENTED       CGS
 LG0885  HISTORY     - 1975     GOOD             NGS
 LG0885
 LG0885                          STATION DESCRIPTION
 LG0885
 LG0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0885'STATION IS LOCATED ABOUT 2 MILES NORTH OF NORA AND 6 MILES
 LG0885'NORTHWEST OF RUSKIN.  THE MARK, STAMPED NORA 1947, IS 24
 LG0885'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 18 FEET
 LG0885'NORTHWEST OF A FENCE CORNER, 9 FEET NORTH OF A FENCE, 9 FEET
 LG0885'NORTH OF A WITNESS POST AND PROJECTS 8 INCHES.
 LG0885'
 LG0885'REFERENCE MARK NO. 1, STAMPED NORA NO 1 1947, IS 21 FEET
 LG0885'NORTH OF THE CENTER LINE OF AN EAST WEST ROAD, 15 FEET
 LG0885'SOUTH OF THE WEST END OF A WIRE GATE AND PROJECTS 8 INCHES.
 LG0885'
 LG0885'REFERENCE MARK NO. 2, STAMPED NORA NO 2 1947, IS 33 FEET
 LG0885'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1 FOOT NORTHWEST
 LG0885'OF A FENCE CORNER AND PROJECTS 8 INCHES.
 LG0885'
 LG0885'THE AZIMUTH MARK, STAMPED NORA 1947, IS 30 FEET WEST OF THE
 LG0885'CENTER LINE OF A NORTH-SOUTH ROAD, 2 FEET SOUTH OF A WITNESS
 LG0885'POST, 1 FOOT EAST OF A NORTH-SOUTH WIRE FENCE AND PROJECTS
 LG0885'8 INCHES.
 LG0885'
 LG0885'TO REACH THE STATION FROM THE SCHOOL BUILDING IN NORA, GO
 LG0885'NORTH ON GRAVELED ROAD FOR 2.05 MILES TO A CROSSROAD.  TURN
 LG0885'RIGHT EAST AND GO 0.5 MILE TO THE SUMMIT OF A LOW RIDGE AND
 LG0885'STATION ON THE RIGHT, SOUTH SIDE OF ROAD.
 LG0885'
 LG0885'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.5 MILE
 LG0885'TO A CROSS ROAD, TURN LEFT, SOUTH, AND GO 0.1 MILE TO THE MARK ON
 LG0885'RIGHT, WEST, SIDE OF ROAD.
 LG0885'
 LG0885'A 87 FOOT SIGNAL AT STATION SKULLY IS VG.
 LG0885'
 LG0885'A 74 FOOT SIGNAL AT STATION JACKSON IS VG.
 LG0885'
 LG0885'A 74 FOOT SIGNAL AT STATION LOONTJER IS VG.
 LG0885'
 LG0885'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 LG0885
 LG0885                          STATION RECOVERY (1975)
 LG0885
 LG0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0885'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 LG0885'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE
 LG0885'STATION MARK WAS FOUND PUSHED OUT OF POSITION AND CHIPPED.  A
 LG0885'SURFACE STATION MARK WAS SET DIRECTLY ABOVE THE UNDERGROUND STATION
 LG0885'MARK AND REFERENCE MARK 3 WAS ESTABLISHED.  THE DISTANCE TO
 LG0885'REFERENCE MARK 1 MEASURED .03 FOOT SHORTER AND THE DISTANCE TO
 LG0885'REFERENCE MARK 2 MEASURED .04 FOOT LONGER THIS DATE.  THE
 LG0885'DIRECTIONS TO THE REFERENCE MARKS AND EDGAR, MUNICIPAL WATER TANK
 LG0885'COMPARED FAVORABLY WITH THE PREVIOUS DIRECTIONS.  FOLLOWING IS A
 LG0885'NEW COMPLETE DESCRIPTION--
 LG0885'
 LG0885'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH OF NORA AND 6.0 MILES
 LG0885'NORTHWEST OF RUSKIN AND ON THE SOUTH SIDE OF A DIRT COUNTY ROAD.
 LG0885'
 LG0885'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED NORA 1947 1975,
 LG0885'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LG0885'GROUND SURFACE.  IT IS 28 FEET SOUTH OF THE CENTER OF THE DIRT
 LG0885'ROAD, 9 FEET NORTH OF THE WEST END GATE POST AND 8.5 FEET NORTH OF
 LG0885'A METAL WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD DISK
 LG0885'STAMPED NORA 1947, SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 LG0885'BELOW THE GROUND SURFACE.
 LG0885'
 LG0885'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NORA NO 1 1947, SET IN
 LG0885'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 LG0885'ABOVE THE GROUND SURFACE.  IT IS 23 FEET NORTH OF THE CENTER OF THE
 LG0885'DIRT ROAD, 9 FEET NORTH-NORTHEAST OF A CORNER FENCE POST, 6 FEET
 LG0885'NORTH OF A METAL WITNESS POST AND 3.6 FEET WEST OF A FENCE.
 LG0885'
 LG0885'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NORA NO 2 1947, SET IN
 LG0885'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 LG0885'ABOVE THE GROUND SURFACE.  IT IS 35 FEET SOUTH OF THE CENTER OF THE
 LG0885'DIRT ROAD, 17 FEET EAST OF THE METAL WITNESS POST AND 1.5 FEET
 LG0885'NORTH-NORTHWEST OF THE EAST END GATE POST.
 LG0885'
 LG0885'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG0885'NORA 1947 NO 3 1975, AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 LG0885'IT IS 16 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 3.5 FEET
 LG0885'NORTHEAST OF A CORNER FENCE POST AND 0.7 FOOT SOUTH OF THE METAL
 LG0885'WITNESS POST.
 LG0885'
 LG0885'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NORA 1947, SET IN THE
 LG0885'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LG0885'GROUND SURFACE.  IT IS 33 FEET WEST OF THE CENTER OF A GRAVELED
 LG0885'ROAD, 1 FOOT EAST OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS
 LG0885'POST.
 LG0885'
 LG0885'TO REACH THE STATION FROM THE SCHOOL BUILDING IN NORA, GO NORTH ON
 LG0885'SURFACED ROAD FOR 0.35 MILE TO A RAILROAD TRACK.  CONTINUE NORTH ON
 LG0885'A GRAVELED ROAD FOR 1.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 LG0885'EAST ON A DIRT ROAD FOR 0.5 MILE TO TOP OF HILL, A GATE AND STATION
 LG0885'ON THE RIGHT AND A JOG IN FENCELINE ON THE LEFT.
 LG0885'
 LG0885'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE DIRT ROAD
 LG0885'FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED
 LG0885'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LG0885'
 LG0885'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES NORTH OF
 LG0885'NORA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0378 ***********************************************************************
 NO0378  DESIGNATION -  NORDEN
 NO0378  PID         -  NO0378
 NO0378  STATE/COUNTY-  NE/KEYA PAHA
 NO0378  USGS QUAD   -  NORDEN (1983)
 NO0378
 NO0378                         *CURRENT SURVEY CONTROL
 NO0378  ___________________________________________________________________
 NO0378* NAD 83(1995)-  42 51 23.79089(N)    100 05 14.36017(W)     ADJUSTED  
 NO0378* NAVD 88     -       788.     (meters)    2585.     (feet)  SCALED    
 NO0378  ___________________________________________________________________
 NO0378  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 NO0378  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 NO0378
 NO0378  HORZ ORDER  -  SECOND
 NO0378
 NO0378.The horizontal coordinates were established by classical geodetic methods
 NO0378.and adjusted by the National Geodetic Survey in August 1997..
 NO0378
 NO0378.The orthometric height was scaled from a topographic map.
 NO0378
 NO0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0378
 NO0378.The geoid height was determined by GEOID03.
 NO0378
 NO0378;                    North         East     Units Scale Factor Converg.
 NO0378;SPC NE       -   335,695.807   492,863.571   MT  0.99993739   -0 03 28.3
 NO0378;UTM  14      - 4,745,464.970   411,167.936   MT  0.99969708   -0 44 22.6
 NO0378
 NO0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0378!SPC NE       -   0.99987998  x   0.99993739  =   0.99981738
 NO0378!UTM  14      -   0.99987998  x   0.99969708  =   0.99957710
 NO0378
 NO0378:                Primary Azimuth Mark                     Grid Az
 NO0378:SPC NE       -  NORDEN AZ MK                             042 28 27.3
 NO0378:UTM  14      -  NORDEN AZ MK                             043 09 21.6
 NO0378
 NO0378|---------------------------------------------------------------------|
 NO0378| PID    Reference Object                     Distance      Geod. Az  |
 NO0378|                                                           dddmmss.s |
 NO0378| CO3363 NORDEN AZ MK                                       0422459.0 |
 NO0378| CO3365 NORDEN RM 2                          23.105 METERS 09129     |
 NO0378| CO3364 NORDEN RM 1                          19.406 METERS 32818     |
 NO0378|---------------------------------------------------------------------|
 NO0378
 NO0378                          SUPERSEDED SURVEY CONTROL
 NO0378
 NO0378  NAD 83(1986)-  42 51 23.79567(N)    100 05 14.37268(W) AD(       ) 2
 NO0378  NAD 27      -  42 51 23.77900(N)    100 05 12.93700(W) AD(       ) 2
 NO0378
 NO0378.Superseded values are not recommended for survey control.
 NO0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0378.See file dsdata.txt to determine how the superseded data were derived.
 NO0378
 NO0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN1116845465(NAD 83)
 NO0378_MARKER: DS = TRIANGULATION STATION DISK
 NO0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0378
 NO0378  HISTORY     - Date     Condition        Report By
 NO0378  HISTORY     - 1949     MONUMENTED       CGS
 NO0378
 NO0378                          STATION DESCRIPTION
 NO0378
 NO0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0378'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL KNOLL,
 NO0378'ABOUT 1 MILE SOUTHWEST OF NORDEN, 2-1/2 FEET NORTH OF A WITNESS
 NO0378'POST, AND IS ON LAND OWNED BY MR. E.G. FISHER.  IT PROJECTS
 NO0378'6 INCHES AND IS STAMPED NORDEN 1949.
 NO0378'
 NO0378'REFERENCE MARK NO. 1 IS 2 FEET LOWER THAN THE STATION.  IT
 NO0378'PROJECTS 3 INCHES AND IS STAMPED NORDEN NO 1 1949.
 NO0378'
 NO0378'REFERENCE MARK NO. 2 IS 6 FEET LOWER THAN THE STATION.  IT
 NO0378'PROJECTS 4 INCHES AND IS STAMPED NORDEN NO 2 1949.
 NO0378'
 NO0378'THE AZIMUTH MARK IS SET IN A FENCE LINE, 35 FEET NORTH OF A FENCE
 NO0378'CORNER AND 1-1/2 FEET SOUTH OF A WITNESS POST.  IT PROJECTS
 NO0378'5 INCHES AND IS STAMPED NORDEN 1949.
 NO0378'
 NO0378'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN NORDEN,
 NO0378'GO WEST FOR 0.3 MILE TO CROSSROADS, TURN LEFT AND GO SOUTH FOR
 NO0378'0.45 MILE TO A GATE AND THE AZIMUTH MARK ON THE RIGHT, PASS
 NO0378'THROUGH THE GATE AND CONTINUE SOUTHWESTERLY FOR 0.65 MILE TO MR.
 NO0378'FISHERS YARD, TURN SHARP RIGHT AND GO NORTHWEST ON A DIM TRACK
 NO0378'ROAD FOR 0.2 MILE TO A SMALL BUT PROMINENT KNOLL AND THE STATION
 NO0378'AS DESCRIBED.
 NO0378'
 NO0378'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1158 ***********************************************************************
 NM1158  DESIGNATION -  NORFOLK
 NM1158  PID         -  NM1158
 NM1158  STATE/COUNTY-  NE/MADISON
 NM1158  USGS QUAD   -  NORFOLK (1976)
 NM1158
 NM1158                         *CURRENT SURVEY CONTROL
 NM1158  ___________________________________________________________________
 NM1158* NAD 83(1995)-  42 02 03.78549(N)    097 26 15.70927(W)     ADJUSTED  
 NM1158* NAVD 88     -       502.309  (meters)    1647.99   (feet)  ADJUSTED  
 NM1158  ___________________________________________________________________
 NM1158  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 NM1158  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 NM1158  DYNAMIC HT  -         502.112 (meters)    1647.35  (feet)  COMP
 NM1158  MODELED GRAV-     980,214.3   (mgal)                       NAVD 88
 NM1158
 NM1158  HORZ ORDER  -  SECOND
 NM1158  VERT ORDER  -  FIRST     CLASS II
 NM1158
 NM1158.The horizontal coordinates were established by classical geodetic methods
 NM1158.and adjusted by the National Geodetic Survey in August 1997..
 NM1158
 NM1158.The orthometric height was determined by differential leveling
 NM1158.and adjusted by the National Geodetic Survey in June 1991..
 NM1158
 NM1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1158
 NM1158.The geoid height was determined by GEOID03.
 NM1158
 NM1158.The dynamic height is computed by dividing the NAVD 88
 NM1158.geopotential number by the normal gravity value computed on the
 NM1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1158.degrees latitude (g = 980.6199 gals.).
 NM1158
 NM1158.The modeled gravity was interpolated from observed gravity values.
 NM1158
 NM1158;                    North         East     Units Scale Factor Converg.
 NM1158;SPC NE       -   247,518.943   712,079.957   MT  0.99970108   +1 41 52.9
 NM1158;UTM  14      - 4,654,774.620   629,318.225   MT  0.99980578   +1 02 46.4
 NM1158
 NM1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1158!SPC NE       -   0.99992511  x   0.99970108  =   0.99962621
 NM1158!UTM  14      -   0.99992511  x   0.99980578  =   0.99973091
 NM1158
 NM1158:                Primary Azimuth Mark                     Grid Az
 NM1158:SPC NE       -  HOSKINS TANK                             051 12 57.5
 NM1158:UTM  14      -  HOSKINS TANK                             051 52 04.0
 NM1158
 NM1158|---------------------------------------------------------------------|
 NM1158| PID    Reference Object                     Distance      Geod. Az  |
 NM1158|                                                           dddmmss.s |
 NM1158| NM1774 HOSKINS TANK                        APPROX.13.8 KM 0525450.4 |
 NM1158| NM1161 NORFOLK AZ MK                                      0630422.3 |
 NM1158| NM1784 NORFOLK ST HOSP FOR INSANE STK      APPROX. 4.9 KM 0631147.6 |
 NM1158| NM1785 NORFOLK STANDPIPE                   APPROX. 1.4 KM 0714717.8 |
 NM1158| NM1786 NORFOLK EAST RADIO TOWER             36.778 METERS 09926     |
 NM1158| NM1159 NORFOLK RM 1                          9.760 METERS 16335     |
 NM1158| NM1787 NORFOLK WEST RADIO TOWER             19.824 METERS 25057     |
 NM1158| NM1160 NORFOLK RM 2                          9.905 METERS 25451     |
 NM1158|---------------------------------------------------------------------|
 NM1158
 NM1158                          SUPERSEDED SURVEY CONTROL
 NM1158
 NM1158  NAD 83(1986)-  42 02 03.79499(N)    097 26 15.71172(W) AD(       ) 2
 NM1158  NAD 27      -  42 02 03.78200(N)    097 26 14.51900(W) AD(       ) 2
 NM1158  NGVD 29 (??/??/92)  502.125  (m)         1647.39   (f) ADJ UNCH    1 2
 NM1158
 NM1158.Superseded values are not recommended for survey control.
 NM1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1158.See file dsdata.txt to determine how the superseded data were derived.
 NM1158
 NM1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2931854775(NAD 83)
 NM1158_MARKER: DS = TRIANGULATION STATION DISK
 NM1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1158_STAMPING: NORFOLK 1935
 NM1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1158+STABILITY: SURFACE MOTION
 NM1158
 NM1158  HISTORY     - Date     Condition        Report By
 NM1158  HISTORY     - 1935     MONUMENTED       CGS
 NM1158  HISTORY     - 1935     GOOD             CGS
 NM1158  HISTORY     - 1953     GOOD             CGS
 NM1158  HISTORY     - 1963     GOOD             USGS
 NM1158
 NM1158                          STATION DESCRIPTION
 NM1158
 NM1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1158'STATION IS LOCATED ON THE WEST SIDE OF THE CITY OF NORFOLK,
 NM1158'IN THE SOUTHWEST QUARTER SEC. 21, T. 24 N., R. 1 W., ON SAME LOT
 NM1158'AS RADIO STATION WJAG, 8.5 FEET NORTH-NORTHEAST OF NORTHEAST
 NM1158'CORNER OF RADIO BUILDING AND 12 FEET SOUTH OF CENTERLINE OF
 NM1158'ROAD LEADING TO STATION.
 NM1158'
 NM1158'REACHED FROM INTERSECTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 8
 NM1158'BY GOING WEST ON STATE HIGHWAY 8 FOR 0.35 MILE, THENCE NORTH
 NM1158'ON EIGHTEENTH STREET FOR 0.1 MILE, THENCE WEST 0.1 MILE, THENCE
 NM1158'NORTH AND WEST 0.1 MILE TO RADIO STATION AND MARK.  MARK IS FLUSH
 NM1158'WITH GROUND.
 NM1158'
 NM1158'REFERENCE MARK NO. 1 IS SOUTH OF STATION, 13 FEET EAST-SOUTHEAST
 NM1158'OF SOUTHEAST CORNER OF RADIO BUILDING.
 NM1158'
 NM1158'REFERENCE MARK NO. 2 IS WEST OF STATION, 7 FEET EAST OF NORTHWEST
 NM1158'CORNER OF RADIO BUILDING.
 NM1158'
 NM1158'AZIMUTH MARK IS 2.25 MILES EAST-NORTHEAST (AIRLINE) NEAR THE
 NM1158'STATE HOSPITAL FOR THE INSANE.  REACHED FROM THE INTERSECTION
 NM1158'OF STATE HIGHWAYS 8 AND 35 IN DOWNTOWN NORFOLK BY GOING NORTH
 NM1158'ON STATE HIGHWAY 35 FOR 1.0 MILE.  TURN EAST AND GO 1.0 MILE,
 NM1158'THENCE NORTH 0.4 MILE TO STATE HOSPITAL.  MARK IS 30 FEET WEST OF
 NM1158'CENTERLINE OF ROAD IN FENCE LINE.
 NM1158'
 NM1158'OFFICE NOTE--OBVIOUS ERROR IN CONVERSION OF R.M. 2 DISTANCE.
 NM1158'
 NM1158'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 NM1158
 NM1158                          STATION RECOVERY (1935)
 NM1158
 NM1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 NM1158'0.7 MI W FROM NORFOLK.
 NM1158'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 81 AND U.S. HIGHWAY
 NM1158'NO. 275 AT 275 AT NORFOLK, PROCEED 0.1 MILE NORTH ALONG U.S.
 NM1158'HIGHWAY NO. 81 TO KOENIGSTEIN AVENUE, THENCE 0.6 MILE WEST ALONG
 NM1158'KOENIGSTEIN AVENUE TO THE END OF THE AVENUE AT THE TOP OF A
 NM1158'PROMINENT STEEP HILL UPON WHICH IS LOCATED THE TRANSMITTING TOWERS
 NM1158'OF RADIO STATION WJAG.  STATION IS 116.0 FEET WEST OF THE NORTHWEST
 NM1158'LEG OF THE EAST TOWER, 58.1 FEET EAST NORTHEAST OF THE NORTHEAST
 NM1158'CORNER OF THE CONCRETE FOUNDATION FOR THE BUILDING WHICH HOUSES
 NM1158'THE RADIO EQUIPMENT, 32.0 FEET NORTH OF REERENCE MARK NORFOLK
 NM1158'NO 1, 29.9 FEET EAST OF REFERENCE MARK NORFOLK NO 2, BRONZE
 NM1158'TRIANGULATION STATION DISK SET IN A CONCRETE POST ABOUT FLUSH WITH
 NM1158'THE TOP OF THE GROUND.
 NM1158
 NM1158                          STATION RECOVERY (1953)
 NM1158
 NM1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LVS)
 NM1158'STATION IS LOCATED ON THE W SIDE OF THE CITY OF NORFOLK, IN THE
 NM1158'SW QUARTER OF SECTION 21, T 24 N, R 1 W, ON THE SAME LOT AS A
 NM1158'PRIVATE RESIDENCE (FORMERLY RADIO STATION WJAG), 8.5 FT. N-NW OF
 NM1158'THE NE CORNER OF THE RESIDENCE, AND 12 FT. S OF A ROAD LEADING
 NM1158'TO THE RESIDENCE.
 NM1158'
 NM1158'REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 81 AND 275 BY GOING
 NM1158'W ON U.S. HIGHWAY 275 FOR 0.35 MI., THENCE N ON EIGHTEENTH STREET
 NM1158'FOR 0.1 MI., THENCE W FOR 0.1 MI., THENCE N AND W FOR 0.1 MI.
 NM1158'TO A PRIVATE RESIDENCE (FORMERLY RADIO STATION WJAG) AND MARK.
 NM1158'MARK IS FLUSH WITH THE GROUND.
 NM1158'
 NM1158'REFERENCE MARK 2 IS W OF THE STATION, AND 7 FT. E OF THE NW CORNER
 NM1158'OF THE RESIDENCE.  DISTANCE FROM STATION SHOULD READ 9.095 M.
 NM1158'
 NM1158'REFERENCE MARK 1 IS NOW BURIED UNDER A CONCRETE PATIO.
 NM1158'
 NM1158'AZIMUTH MARK NOT SEARCHED FOR, DESCRIPTION SHOULD READ FROM THE
 NM1158'INTERSECTION OF U.S. HIGHWAY 275 AND STATE HIGHWAY 35.
 NM1158'
 NM1158'STATION MARK AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 NM1158
 NM1158                          STATION RECOVERY (1963)
 NM1158
 NM1158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM1158'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1224 ***********************************************************************
 NM1224  DESIGNATION -  NORFOLK 3
 NM1224  PID         -  NM1224
 NM1224  STATE/COUNTY-  NE/MADISON
 NM1224  USGS QUAD   -  NORFOLK (1976)
 NM1224
 NM1224                         *CURRENT SURVEY CONTROL
 NM1224  ___________________________________________________________________
 NM1224* NAD 83(1986)-  42 00 22.     (N)    097 25 34.     (W)     SCALED    
 NM1224* NAVD 88     -       461.941  (meters)    1515.55   (feet)  ADJUSTED  
 NM1224  ___________________________________________________________________
 NM1224  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 NM1224  DYNAMIC HT  -         461.759 (meters)    1514.95  (feet)  COMP
 NM1224  MODELED GRAV-     980,214.1   (mgal)                       NAVD 88
 NM1224
 NM1224  VERT ORDER  -  FIRST     CLASS II
 NM1224
 NM1224.The horizontal coordinates were scaled from a topographic map and have
 NM1224.an estimated accuracy of +/- 6 seconds.
 NM1224
 NM1224.The orthometric height was determined by differential leveling
 NM1224.and adjusted by the National Geodetic Survey in June 1991..
 NM1224
 NM1224.The geoid height was determined by GEOID03.
 NM1224
 NM1224.The dynamic height is computed by dividing the NAVD 88
 NM1224.geopotential number by the normal gravity value computed on the
 NM1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1224.degrees latitude (g = 980.6199 gals.).
 NM1224
 NM1224.The modeled gravity was interpolated from observed gravity values.
 NM1224
 NM1224;                    North         East    Units  Estimated Accuracy
 NM1224;SPC NE       -   244,410.      713,130.      MT  (+/- 180 meters Scaled)
 NM1224
 NM1224                          SUPERSEDED SURVEY CONTROL
 NM1224
 NM1224  NGVD 29 (??/??/92)  461.756  (m)         1514.94   (f) ADJ UNCH    1 2
 NM1224
 NM1224.Superseded values are not recommended for survey control.
 NM1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1224.See file dsdata.txt to determine how the superseded data were derived.
 NM1224
 NM1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM303516(NAD 83)
 NM1224_MARKER: P = PIPE CAP
 NM1224_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NM1224_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NM1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1224
 NM1224  HISTORY     - Date     Condition        Report By
 NM1224  HISTORY     - UNK      MONUMENTED       USGS
 NM1224  HISTORY     - 1935     GOOD             NGS
 NM1224
 NM1224                          STATION DESCRIPTION
 NM1224
 NM1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NM1224'1.9 MI S FROM NORFOLK.
 NM1224'1.9 MI S ALONG U.S. HIGHWAY 81 FROM THE JUNCTION OF U.S. HIGHWAY
 NM1224'275 AT NORFOLK, MADISON COUNTY, 0.6 MI S OF THE OVERHEAD BRIDGE
 NM1224'OVER THE CHICAGO AND NORTH WESTERN RAILWAY TRACK, 0.15 MI N
 NM1224'OF THE N END OF THE BRIDGE OVER ELKHORN RIVER, AT THE S (MAIN)
 NM1224'ENTRANCE TO THE TAHA-ZOUKA PARK, 104 FT E OF THE CENTER LINE OF
 NM1224'THE HIGHWAY, 51 FT E OF A POINT MIDWAY BETWEEN AND IN LINE WITH
 NM1224'TWO LARGE STONE GATEPOSTS, 61 FT W OF THE W BANK OF THE OLD
 NM1224'CHANNEL OF ELKHORN RIVER, 37 FT W OF A POWER-TRANSMISSION LINE
 NM1224'POLE, 19 FT NE OF THE CENTER LINE OF THE PARK DRIVEWAY, 0.8 FOOT
 NM1224'W OF A 1-1/2 IN GALVANIZED-IRON FENCE POST WHICH IS BEING USED
 NM1224'FOR A MARKER POST, AND 1.5 FEET UNDER GROUND.  A UNITED STATES
 NM1224'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-IN
 NM1224'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1161 ***********************************************************************
 NM1161  DESIGNATION -  NORFOLK AZ MK
 NM1161  PID         -  NM1161
 NM1161  STATE/COUNTY-  NE/MADISON
 NM1161  USGS QUAD   -  NORFOLK (1976)
 NM1161
 NM1161                         *CURRENT SURVEY CONTROL
 NM1161  ___________________________________________________________________
 NM1161* NAD 83(1986)-  42 03 12.     (N)    097 23 16.     (W)     SCALED    
 NM1161* NAVD 88     -       493.519  (meters)    1619.15   (feet)  ADJUSTED  
 NM1161  ___________________________________________________________________
 NM1161  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 NM1161  DYNAMIC HT  -         493.327 (meters)    1618.52  (feet)  COMP
 NM1161  MODELED GRAV-     980,217.6   (mgal)                       NAVD 88
 NM1161
 NM1161  VERT ORDER  -  FIRST     CLASS II
 NM1161
 NM1161.The horizontal coordinates were scaled from a topographic map and have
 NM1161.an estimated accuracy of +/- 6 seconds.
 NM1161
 NM1161.The orthometric height was determined by differential leveling
 NM1161.and adjusted by the National Geodetic Survey in June 1991..
 NM1161
 NM1161.The geoid height was determined by GEOID03.
 NM1161
 NM1161.The dynamic height is computed by dividing the NAVD 88
 NM1161.geopotential number by the normal gravity value computed on the
 NM1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1161.degrees latitude (g = 980.6199 gals.).
 NM1161
 NM1161.The modeled gravity was interpolated from observed gravity values.
 NM1161
 NM1161;                    North         East    Units  Estimated Accuracy
 NM1161;SPC NE       -   249,750.      716,150.      MT  (+/- 180 meters Scaled)
 NM1161
 NM1161                          SUPERSEDED SURVEY CONTROL
 NM1161
 NM1161  NGVD 29 (??/??/92)  493.333  (m)         1618.54   (f) ADJ UNCH    1 2
 NM1161
 NM1161.Superseded values are not recommended for survey control.
 NM1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1161.See file dsdata.txt to determine how the superseded data were derived.
 NM1161
 NM1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM334569(NAD 83)
 NM1161_MARKER: DZ = AZIMUTH MARK DISK
 NM1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1161_MARK LOGO: CGS   
 NM1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1161+STABILITY: SURFACE MOTION
 NM1161
 NM1161  HISTORY     - Date     Condition        Report By
 NM1161  HISTORY     - UNK      MONUMENTED       CGS
 NM1161  HISTORY     - 1947     GOOD             NGS
 NM1161  HISTORY     - 1977     GOOD             LOCENG
 NM1161
 NM1161                          STATION DESCRIPTION
 NM1161
 NM1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM1161'2.4 MI NE FROM NORFOLK.
 NM1161'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 275 AND STATE
 NM1161'HIGHWAY NO. 35 AT NORFOLK, PROCEED 1.0 MILE NORTH ALONG STATE
 NM1161'HIGHWAY NO. 35 TO AN OILED ROAD LEADING EAST, THENCE 1.0 MILE EAST
 NM1161'AND 0.4 MILE NORTH ALONG AN OILED ROAD TO THE TOP OF A HILL ALONG
 NM1161'THE WEST SIDE OF THE STATE HOSPITAL FROM THE INSANE ZIMUTH MARK IS
 NM1161'223.0 FEET SOUTH OF THE CENTER OF THE WEST (MAIN) ENTRANCE TO
 NM1161'THE HOSPITAL BUILDINGS, 33.0 FEET WEST OF THE CENTER OF THE
 NM1161'NORTH-SOUTH ROAD, 5.0 FEET NORTH OF A POWER LINE TRANSFORMER
 NM1161'POLE, 1.3 FOOT SOUTH OF A REFERENCE POST, A BRONZE AZIMUTH MARK
 NM1161'DISK SET IN A CONCRETE POST UNDER THE WEST RIGHT OF WAY FENCE,
 NM1161'ABOUT 4 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
 NM1161
 NM1161                          STATION RECOVERY (1977)
 NM1161
 NM1161'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 NM1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1159 ***********************************************************************
 NM1159  DESIGNATION -  NORFOLK RM 1
 NM1159  PID         -  NM1159
 NM1159  STATE/COUNTY-  NE/MADISON
 NM1159  USGS QUAD   -  NORFOLK (1976)
 NM1159
 NM1159                         *CURRENT SURVEY CONTROL
 NM1159  ___________________________________________________________________
 NM1159* NAD 83(1986)-  42 02 03.     (N)    097 26 15.     (W)     SCALED    
 NM1159* NAVD 88     -       501.699  (meters)    1645.99   (feet)  ADJUSTED  
 NM1159  ___________________________________________________________________
 NM1159  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 NM1159  DYNAMIC HT  -         501.502 (meters)    1645.34  (feet)  COMP
 NM1159  MODELED GRAV-     980,214.3   (mgal)                       NAVD 88
 NM1159
 NM1159  VERT ORDER  -  FIRST     CLASS II
 NM1159
 NM1159.The horizontal coordinates were scaled from a topographic map and have
 NM1159.an estimated accuracy of +/- 6 seconds.
 NM1159
 NM1159.The orthometric height was determined by differential leveling
 NM1159.and adjusted by the National Geodetic Survey in June 1991..
 NM1159
 NM1159.The geoid height was determined by GEOID03.
 NM1159
 NM1159.The dynamic height is computed by dividing the NAVD 88
 NM1159.geopotential number by the normal gravity value computed on the
 NM1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1159.degrees latitude (g = 980.6199 gals.).
 NM1159
 NM1159.The modeled gravity was interpolated from observed gravity values.
 NM1159
 NM1159;                    North         East    Units  Estimated Accuracy
 NM1159;SPC NE       -   247,500.      712,100.      MT  (+/- 180 meters Scaled)
 NM1159
 NM1159                          SUPERSEDED SURVEY CONTROL
 NM1159
 NM1159  NGVD 29 (??/??/92)  501.515  (m)         1645.39   (f) ADJ UNCH    1 2
 NM1159
 NM1159.Superseded values are not recommended for survey control.
 NM1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1159.See file dsdata.txt to determine how the superseded data were derived.
 NM1159
 NM1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM293547(NAD 83)
 NM1159_MARKER: DR = REFERENCE MARK DISK
 NM1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1159_STAMPING: NORFOLK NO 1 1935
 NM1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1159+STABILITY: SURFACE MOTION
 NM1159
 NM1159  HISTORY     - Date     Condition        Report By
 NM1159  HISTORY     - 1935     MONUMENTED       CGS
 NM1159
 NM1159                          STATION DESCRIPTION
 NM1159
 NM1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1159'0.7 MI W FROM NORFOLK.
 NM1159'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 81 AND U.S. HIGHWAY
 NM1159'NO. 275 AT NORFOLK, PROCEED 0.1 MILE NORTH ALONG U.S. HIGHWAY
 NM1159'NO. 81 TO KOENGSTEIN AVENUE, THENCE 0.6 MILE WEST ALONG KOENGSTEIN
 NM1159'AVENUE TO THE END OF THE AVENUE AT THE TOP OF A STEEP HILL UPON
 NM1159'WHICH IS LOCATED THE TRANSMITTING TOWERS OF RADIO STATION WJAG.
 NM1159'REFERENCE MARK IS 107.0 FEET WEST OF THE SOUTHWEST OF THE EAST
 NM1159'TOWER AND 65.0 FEET EAST OF THE SOUTHEAST LEG OF THE WEST TOWER,
 NM1159'13.2 FEET EAST OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION
 NM1159'FOR THE BUILDING WHICH HOUSES THE RADIO EQUIPMENT 9.7 FEET SOUTH
 NM1159'OF THE CENTER OF THE TOP OF A CONCRETE UNDER GROUND WATER CISTERN,
 NM1159'32.0 FEET SOUTH OF NORFOLK TRIANGULATION STATION, BROZSE REFERENCE
 NM1159'MARK DISK SET IN A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1160 ***********************************************************************
 NM1160  DESIGNATION -  NORFOLK RM 2
 NM1160  PID         -  NM1160
 NM1160  STATE/COUNTY-  NE/MADISON
 NM1160  USGS QUAD   -  NORFOLK (1976)
 NM1160
 NM1160                         *CURRENT SURVEY CONTROL
 NM1160  ___________________________________________________________________
 NM1160* NAD 83(1986)-  42 02 03.     (N)    097 26 15.     (W)     SCALED    
 NM1160* NAVD 88     -       502.285  (meters)    1647.91   (feet)  ADJUSTED  
 NM1160  ___________________________________________________________________
 NM1160  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 NM1160  DYNAMIC HT  -         502.089 (meters)    1647.27  (feet)  COMP
 NM1160  MODELED GRAV-     980,214.3   (mgal)                       NAVD 88
 NM1160
 NM1160  VERT ORDER  -  FIRST     CLASS II
 NM1160
 NM1160.The horizontal coordinates were scaled from a topographic map and have
 NM1160.an estimated accuracy of +/- 6 seconds.
 NM1160
 NM1160.The orthometric height was determined by differential leveling
 NM1160.and adjusted by the National Geodetic Survey in June 1991..
 NM1160
 NM1160.The geoid height was determined by GEOID03.
 NM1160
 NM1160.The dynamic height is computed by dividing the NAVD 88
 NM1160.geopotential number by the normal gravity value computed on the
 NM1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1160.degrees latitude (g = 980.6199 gals.).
 NM1160
 NM1160.The modeled gravity was interpolated from observed gravity values.
 NM1160
 NM1160;                    North         East    Units  Estimated Accuracy
 NM1160;SPC NE       -   247,500.      712,100.      MT  (+/- 180 meters Scaled)
 NM1160
 NM1160                          SUPERSEDED SURVEY CONTROL
 NM1160
 NM1160  NGVD 29 (??/??/92)  502.102  (m)         1647.31   (f) ADJ UNCH    1 2
 NM1160
 NM1160.Superseded values are not recommended for survey control.
 NM1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1160.See file dsdata.txt to determine how the superseded data were derived.
 NM1160
 NM1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM293547(NAD 83)
 NM1160_MARKER: DR = REFERENCE MARK DISK
 NM1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1160_STAMPING: NORFOLK NO 2 1935
 NM1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1160+STABILITY: SURFACE MOTION
 NM1160
 NM1160  HISTORY     - Date     Condition        Report By
 NM1160  HISTORY     - 1935     MONUMENTED       CGS
 NM1160
 NM1160                          STATION DESCRIPTION
 NM1160
 NM1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1160'0.7 MI W FROM NORFOLK.
 NM1160'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 81 AND U.S. HIGHWAY
 NM1160'NO. 275 AT NORFOLK, PROCEED 0.1 MILE NORTH ALONG U.S. HIGHWAY NO.
 NM1160'81 TO KOENGSTEIN AVENUE, THENCE 0.6 MILE WEST ALONG KOENIGSTEIN
 NM1160'AVENUE TO THE TOP OF A PROMINENT STEEP HILL AT THE END OF THE
 NM1160'AVENUE AND UPON WHICH IS LOCATED THE TRANSMITTING TOWERS OF
 NM1160'RADIO STATION WJAG.  REFERENCE MARK IS 146.0 FEET WEST OF THE
 NM1160'NORTHWEST LEG OF THE EAST TOWER AND 28.2 FEET EAST NORTHEAST OF
 NM1160'THE NORTHEAST LEG OF THE WEST TOWER, 7.5 FEET EAST OF THE NORTHWEST
 NM1160'CORNER OF AND 1.0 FOOT NORTH OF THE NORTH SIDE OF THE CONCRETE
 NM1160'FOUNDATION FOR THE BUILDING WHICH HOUSES THE RADIO EQUIPMENT,
 NM1160'29.9 FEET WEST OF NORFOLK TRIANGULATION STATION, A BRONZE
 NM1160'REFERENCE MARK DISK SET IN A CONCRETE POST, ABOUT FLUSH WITH THE
 NM1160'TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1784 ***********************************************************************
 NM1784  DESIGNATION -  NORFOLK ST HOSP FOR INSANE STK
 NM1784  PID         -  NM1784
 NM1784  STATE/COUNTY-  NE/MADISON
 NM1784  USGS QUAD   -  NORFOLK (1976)
 NM1784
 NM1784                         *CURRENT SURVEY CONTROL
 NM1784  ___________________________________________________________________
 NM1784* NAD 83(1995)-  42 03 15.29326(N)    097 23 05.67551(W)     ADJUSTED  
 NM1784* NAVD 88     -                                                        
 NM1784  ___________________________________________________________________
 NM1784  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 NM1784  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 NM1784
 NM1784  HORZ ORDER  -  THIRD
 NM1784
 NM1784.The horizontal coordinates were established by classical geodetic methods
 NM1784.and adjusted by the National Geodetic Survey in August 1997..
 NM1784
 NM1784
 NM1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1784
 NM1784.The geoid height was determined by GEOID03.
 NM1784
 NM1784;                    North         East     Units Scale Factor Converg.
 NM1784;SPC NE       -   249,854.393   716,381.089   MT  0.99970434   +1 43 58.8
 NM1784;UTM  14      - 4,657,061.271   633,646.107   MT  0.99981978   +1 04 55.2
 NM1784
 NM1784                          SUPERSEDED SURVEY CONTROL
 NM1784
 NM1784  NAD 83(1986)-  42 03 15.30260(N)    097 23 05.67751(W) AD(       ) 4
 NM1784  NAD 27      -  42 03 15.28900(N)    097 23 04.49100(W) AD(       ) 3
 NM1784
 NM1784.Superseded values are not recommended for survey control.
 NM1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1784.See file dsdata.txt to determine how the superseded data were derived.
 NM1784
 NM1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3364657061(NAD 83)
 NM1784_MARKER: 63 = STACK
 NM1784
 NM1784  HISTORY     - Date     Condition        Report By
 NM1784  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1784  HISTORY     - 1963     GOOD             CGS
 NM1784
 NM1784                          STATION DESCRIPTION
 NM1784
 NM1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1784'POINT OBSERVED UPON WAS THE CENTER OF THE 110-FOOT CONCRETE
 NM1784'STACK, WEST SIDE OF POWER PLANT AT STATE HOSPITAL FOR INSANE
 NM1784'WHICH IS 1.4 MILES NORTH AND 1 MILE EAST OF NORFOLK.
 NM1784'
 NM1784'OBSERVED UPON FROM STATIONS NORFOLK, ELKHORN, HOSKINS, AND
 NM1784'HOSKINS LAPLACE AZI.
 NM1784
 NM1784                          STATION RECOVERY (1963)
 NM1784
 NM1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 NM1784'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NM1784'LOCAL INQUIRY VERIFIED ITS EXISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1783 ***********************************************************************
 NM1783  DESIGNATION -  NORFOLK ST HOSP INSANE SPIPE
 NM1783  PID         -  NM1783
 NM1783  STATE/COUNTY-  NE/MADISON
 NM1783  USGS QUAD   -  NORFOLK (1976)
 NM1783
 NM1783                         *CURRENT SURVEY CONTROL
 NM1783  ___________________________________________________________________
 NM1783* NAD 83(1995)-  42 03 13.95785(N)    097 23 07.90546(W)     ADJUSTED  
 NM1783* NAVD 88     -                                                        
 NM1783  ___________________________________________________________________
 NM1783  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 NM1783  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 NM1783
 NM1783  HORZ ORDER  -  THIRD
 NM1783
 NM1783.The horizontal coordinates were established by classical geodetic methods
 NM1783.and adjusted by the National Geodetic Survey in August 1997..
 NM1783
 NM1783
 NM1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1783
 NM1783.The geoid height was determined by GEOID03.
 NM1783
 NM1783;                    North         East     Units Scale Factor Converg.
 NM1783;SPC NE       -   249,811.671   716,331.097   MT  0.99970428   +1 43 57.4
 NM1783;UTM  14      - 4,657,019.115   633,595.626   MT  0.99981961   +1 04 53.7
 NM1783
 NM1783                          SUPERSEDED SURVEY CONTROL
 NM1783
 NM1783  NAD 83(1986)-  42 03 13.96727(N)    097 23 07.90750(W) AD(       ) 4
 NM1783  NAD 27      -  42 03 13.95400(N)    097 23 06.72000(W) AD(       ) 3
 NM1783
 NM1783.Superseded values are not recommended for survey control.
 NM1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1783.See file dsdata.txt to determine how the superseded data were derived.
 NM1783
 NM1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3359657019(NAD 83)
 NM1783_MARKER: 52 = STANDPIPE TANK
 NM1783
 NM1783  HISTORY     - Date     Condition        Report By
 NM1783  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1783
 NM1783                          STATION DESCRIPTION
 NM1783
 NM1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1783'POINT OBSERVED UPON IS CENTER OF SILVER STANDPIPE, APPROXIMATELY
 NM1783'100 FEET HIGH, LOCATED ON THE GROUNDS OF THE STATE HOSPITAL
 NM1783'FOR FEEBLE MINDED.  IT IS ON THE NORTHEAST SIDE OF TOWN
 NM1783'OF NORFOLK.  ABOUT 100 YARDS WEST OF THE MAIN ENTRANCE TO
 NM1783'HOSPITAL.
 NM1783'
 NM1783'OBSERVED UPON FROM STATIONS HOSKINS LAPLACE AZI., HOSKINS,
 NM1783'AXEL, AND ELKHORN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1778 ***********************************************************************
 NM1778  DESIGNATION -  NORFOLK STATE HOSP MICROWAVE
 NM1778  PID         -  NM1778
 NM1778  STATE/COUNTY-  NE/WAYNE
 NM1778  USGS QUAD   -  HOSKINS (1976)
 NM1778
 NM1778                         *CURRENT SURVEY CONTROL
 NM1778  ___________________________________________________________________
 NM1778* NAD 83(1995)-  42 01 08.85890(N)    097 19 07.31076(W)     ADJUSTED  
 NM1778* NAVD 88     -                                                        
 NM1778  ___________________________________________________________________
 NM1778  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 NM1778  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 NM1778
 NM1778  HORZ ORDER  -  THIRD
 NM1778
 NM1778.The horizontal coordinates were established by classical geodetic methods
 NM1778.and adjusted by the National Geodetic Survey in August 1997..
 NM1778
 NM1778
 NM1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1778
 NM1778.The geoid height was determined by GEOID03.
 NM1778
 NM1778;                    North         East     Units Scale Factor Converg.
 NM1778;SPC NE       -   246,124.249   721,978.911   MT  0.99969866   +1 46 36.8
 NM1778;UTM  14      - 4,653,267.269   639,201.886   MT  0.99983844   +1 07 32.2
 NM1778
 NM1778                          SUPERSEDED SURVEY CONTROL
 NM1778
 NM1778  NAD 83(1986)-  42 01 08.86749(N)    097 19 07.31265(W) AD(       ) 4
 NM1778  NAD 27      -  42 01 08.85094(N)    097 19 06.13678(W) AD(       ) 3
 NM1778
 NM1778.Superseded values are not recommended for survey control.
 NM1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1778.See file dsdata.txt to determine how the superseded data were derived.
 NM1778
 NM1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3920253267(NAD 83)
 NM1778_MARKER: 45 = MICROWAVE TOWER
 NM1778
 NM1778  HISTORY     - Date     Condition        Report By
 NM1778  HISTORY     - 1966     FIRST OBSERVED   CGS
 NM1778
 NM1778                          STATION DESCRIPTION
 NM1778
 NM1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1778'THE RED LIGHT ATOP AN INCOMPLETE MICRO-WAVE TOWER, LOCATED ABOUT
 NM1778'3 MILES EAST-NORTHEAST OF THE TOWN OF NORFOLK AND ON THE NORTH SIDE
 NM1778'OF HIGHWAY 275.
 NM1778'
 NM1778'TOWER IS A 4- LEGGED CHANNEL IRON TYPE, COMPLETED TO ABOUT THE 160
 NM1778'FOOT LEVEL.  IT IS IN USE AT THIS STAGE, WITH MICRO-WAVE ANTENNAS
 NM1778'MOUNTED ON THE SIDES.  IT COULD, IN THE FUTURE, BE COMPLETED TO A
 NM1778'GREATER HEIGHT.
 NM1778'
 NM1778'THE TOWER IS PAINTED IN ALTERNATE RED AND WHITE SECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1779 ***********************************************************************
 NM1779  DESIGNATION -  NORFOLK STATE POLICE RAD MAST
 NM1779  PID         -  NM1779
 NM1779  STATE/COUNTY-  NE/WAYNE
 NM1779  USGS QUAD   -  HOSKINS (1976)
 NM1779
 NM1779                         *CURRENT SURVEY CONTROL
 NM1779  ___________________________________________________________________
 NM1779* NAD 83(1995)-  42 01 01.29420(N)    097 20 15.36967(W)     ADJUSTED  
 NM1779* NAVD 88     -                                                        
 NM1779  ___________________________________________________________________
 NM1779  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 NM1779  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 NM1779
 NM1779  HORZ ORDER  -  THIRD
 NM1779
 NM1779.The horizontal coordinates were established by classical geodetic methods
 NM1779.and adjusted by the National Geodetic Survey in August 1997..
 NM1779
 NM1779
 NM1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1779
 NM1779.The geoid height was determined by GEOID03.
 NM1779
 NM1779;                    North         East     Units Scale Factor Converg.
 NM1779;SPC NE       -   245,842.663   720,421.469   MT  0.99969833   +1 45 51.7
 NM1779;UTM  14      - 4,653,003.370   637,641.129   MT  0.99983312   +1 06 46.4
 NM1779
 NM1779                          SUPERSEDED SURVEY CONTROL
 NM1779
 NM1779  NAD 83(1986)-  42 01 01.30293(N)    097 20 15.37166(W) AD(       ) 4
 NM1779  NAD 27      -  42 01 01.28705(N)    097 20 14.19411(W) AD(       ) 3
 NM1779
 NM1779.Superseded values are not recommended for survey control.
 NM1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1779.See file dsdata.txt to determine how the superseded data were derived.
 NM1779
 NM1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3764153003(NAD 83)
 NM1779_MARKER: 42 = RADIO/TV MAST
 NM1779
 NM1779  HISTORY     - Date     Condition        Report By
 NM1779  HISTORY     - 1966     FIRST OBSERVED   CGS
 NM1779
 NM1779                          STATION DESCRIPTION
 NM1779
 NM1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1779'THE RED LIGHT ATOP A RADIO MAST, LOCATED ABOUT 3 MILES EAST-NORTHEAST
 NM1779'OF THE TOWN OF NORFOLK AND ON THE SOUTH SIDE OF HIGHWAY 275.
 NM1779'
 NM1779'MAST IS 3 LEGGED, THE LEGS TAPERING TOGETHER NEAR THE TOP.  IT IS
 NM1779'PAINTED IN ALTERNATE RED AND WHITE SECTIONS AND IS ABOUT 225 FEET IN
 NM1779'HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1776 ***********************************************************************
 NM1776  DESIGNATION -  NORFOLK TV CHAN 4 AND 9 MAST
 NM1776  PID         -  NM1776
 NM1776  STATE/COUNTY-  NE/WAYNE
 NM1776  USGS QUAD   -  HOSKINS (1976)
 NM1776
 NM1776                         *CURRENT SURVEY CONTROL
 NM1776  ___________________________________________________________________
 NM1776* NAD 83(1995)-  42 02 01.26120(N)    097 21 55.97704(W)     ADJUSTED  
 NM1776* NAVD 88     -                                                        
 NM1776  ___________________________________________________________________
 NM1776  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 NM1776  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 NM1776
 NM1776  HORZ ORDER  -  THIRD
 NM1776
 NM1776.The horizontal coordinates were established by classical geodetic methods
 NM1776.and adjusted by the National Geodetic Survey in August 1997..
 NM1776
 NM1776
 NM1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1776
 NM1776.The geoid height was determined by GEOID03.
 NM1776
 NM1776;                    North         East     Units Scale Factor Converg.
 NM1776;SPC NE       -   247,620.586   718,052.131   MT  0.99970097   +1 44 45.0
 NM1776;UTM  14      - 4,654,808.348   635,291.851   MT  0.99982523   +1 05 40.3
 NM1776
 NM1776                          SUPERSEDED SURVEY CONTROL
 NM1776
 NM1776  NAD 83(1986)-  42 02 01.27016(N)    097 21 55.97890(W) AD(       ) 4
 NM1776  NAD 27      -  42 02 01.25636(N)    097 21 54.79746(W) AD(       ) 3
 NM1776
 NM1776.Superseded values are not recommended for survey control.
 NM1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1776.See file dsdata.txt to determine how the superseded data were derived.
 NM1776
 NM1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3529254808(NAD 83)
 NM1776_MARKER: 42 = RADIO/TV MAST
 NM1776
 NM1776  HISTORY     - Date     Condition        Report By
 NM1776  HISTORY     - 1966     FIRST OBSERVED   CGS
 NM1776
 NM1776                          STATION DESCRIPTION
 NM1776
 NM1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1776'THE RED LIGHT ATOP A TELEVISION MAST, LOCATED ABOUT 2 MILES NORTHEAST
 NM1776'OF THE TOWN OF NORFOLK.
 NM1776'
 NM1776'MAST IS THE NORTHEAST ONE OF 2 SIMILAR MASTS.  IT IS A 3 LEGGED
 NM1776'PEDESTAL TYPE, PAINTED IN ALTERNATE RED AND WHITE SECTIONS AND IS
 NM1776'ABOUT 175 FEET IN HEIGHT.  THERE ARE NUMEROUS SMALL ANTENNAS AT THE
 NM1776'TOP AND A SMALL CONCRETE BUILDING NEAR THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1777 ***********************************************************************
 NM1777  DESIGNATION -  NORFOLK TV CHAN 6 SAT MAST
 NM1777  PID         -  NM1777
 NM1777  STATE/COUNTY-  NE/WAYNE
 NM1777  USGS QUAD   -  HOSKINS (1976)
 NM1777
 NM1777                         *CURRENT SURVEY CONTROL
 NM1777  ___________________________________________________________________
 NM1777* NAD 83(1995)-  42 01 56.14279(N)    097 22 09.48007(W)     ADJUSTED  
 NM1777* NAVD 88     -                                                        
 NM1777  ___________________________________________________________________
 NM1777  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 NM1777  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 NM1777
 NM1777  HORZ ORDER  -  THIRD
 NM1777
 NM1777.The horizontal coordinates were established by classical geodetic methods
 NM1777.and adjusted by the National Geodetic Survey in August 1997..
 NM1777
 NM1777
 NM1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1777
 NM1777.The geoid height was determined by GEOID03.
 NM1777
 NM1777;                    North         East     Units Scale Factor Converg.
 NM1777;SPC NE       -   247,453.331   717,746.574   MT  0.99970074   +1 44 36.1
 NM1777;UTM  14      - 4,654,644.556   634,984.375   MT  0.99982420   +1 05 31.2
 NM1777
 NM1777                          SUPERSEDED SURVEY CONTROL
 NM1777
 NM1777  NAD 83(1986)-  42 01 56.15178(N)    097 22 09.48197(W) AD(       ) 4
 NM1777  NAD 27      -  42 01 56.13806(N)    097 22 08.30027(W) AD(       ) 3
 NM1777
 NM1777.Superseded values are not recommended for survey control.
 NM1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1777.See file dsdata.txt to determine how the superseded data were derived.
 NM1777
 NM1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM3498454645(NAD 83)
 NM1777_MARKER: 42 = RADIO/TV MAST
 NM1777
 NM1777  HISTORY     - Date     Condition        Report By
 NM1777  HISTORY     - 1966     FIRST OBSERVED   CGS
 NM1777
 NM1777                          STATION DESCRIPTION
 NM1777
 NM1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1777'THE RED LIGHT ATOP A TELEVISION MAST, LOCATED ABOUT 2 MILES NORTHEAST
 NM1777'OF THE TOWN OF NORFOLK.
 NM1777'
 NM1777'MAST IS THE SOUTHWEST ONE OF 2 SIMILAR MASTS.  IT IS A 3 LEGGED
 NM1777'PEDESTAL TYPE, PAINTED IN ALTERNATE RED AND WHITE SECTIONS AND IS
 NM1777'ABOUT 175 FEET IN HEIGHT.  THERE ARE NUMEROUS SMALL ANTENNAS AT THE
 NM1777'TOP, AND A SMALL CONCRETE BUILDING NEAR THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1787 ***********************************************************************
 NM1787  DESIGNATION -  NORFOLK WEST RADIO TOWER
 NM1787  PID         -  NM1787
 NM1787  STATE/COUNTY-  NE/MADISON
 NM1787  USGS QUAD   -  NORFOLK (1976)
 NM1787
 NM1787                         *CURRENT SURVEY CONTROL
 NM1787  ___________________________________________________________________
 NM1787* NAD 83(1995)-  42 02 03.57580(N)    097 26 16.52394(W)     ADJUSTED  
 NM1787* NAVD 88     -                                                        
 NM1787  ___________________________________________________________________
 NM1787  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 NM1787  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 NM1787
 NM1787  HORZ ORDER  -  THIRD
 NM1787
 NM1787.The horizontal coordinates were established by classical geodetic methods
 NM1787.and adjusted by the National Geodetic Survey in August 1997..
 NM1787
 NM1787
 NM1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1787
 NM1787.The geoid height was determined by GEOID03.
 NM1787
 NM1787;                    North         East     Units Scale Factor Converg.
 NM1787;SPC NE       -   247,511.923   712,061.424   MT  0.99970107   +1 41 52.4
 NM1787;UTM  14      - 4,654,767.811   629,299.611   MT  0.99980572   +1 02 45.9
 NM1787
 NM1787                          SUPERSEDED SURVEY CONTROL
 NM1787
 NM1787  NAD 83(1986)-  42 02 03.58540(N)    097 26 16.52611(W) AD(       ) 4
 NM1787  NAD 27      -  42 02 03.57000(N)    097 26 15.34500(W) AD(       ) 3
 NM1787
 NM1787.Superseded values are not recommended for survey control.
 NM1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1787.See file dsdata.txt to determine how the superseded data were derived.
 NM1787
 NM1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM2930054768(NAD 83)
 NM1787_MARKER: 43 = RADIO/TV TOWER
 NM1787
 NM1787  HISTORY     - Date     Condition        Report By
 NM1787  HISTORY     - 1935     FIRST OBSERVED   CGS
 NM1787
 NM1787                          STATION DESCRIPTION
 NM1787
 NM1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1787'POINT OBSERVED UPON WAS THE CENTER OF TOP OF WEST RADIO TOWER
 NM1787'LOCATED ON THE WEST EDGE OF NORFOLK, AT RADIO STATION WJAG.
 NM1787'TOWER IS ABOUT 90 FEET HIGH PAINTED IN ALTERNATE SECTIONS
 NM1787'YELLOW AND BLACK.
 NM1787'
 NM1787'OBSERVED UPON FROM NORFOLK, HOSKINS, AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0666 ***********************************************************************
 NP0666  DESIGNATION -  NORMAN
 NP0666  PID         -  NP0666
 NP0666  STATE/COUNTY-  NE/SHERIDAN
 NP0666  USGS QUAD   -  HAY SPRINGS SW (1960)
 NP0666
 NP0666                         *CURRENT SURVEY CONTROL
 NP0666  ___________________________________________________________________
 NP0666* NAD 83(1995)-  42 35 58.30198(N)    102 41 39.70305(W)     ADJUSTED  
 NP0666* NAVD 88     -      1165.6    (meters)    3824.     (feet)  VERTCON   
 NP0666  ___________________________________________________________________
 NP0666  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 NP0666  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 NP0666
 NP0666  HORZ ORDER  -  SECOND
 NP0666
 NP0666.The horizontal coordinates were established by classical geodetic methods
 NP0666.and adjusted by the National Geodetic Survey in August 1997..
 NP0666
 NP0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0666
 NP0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0666
 NP0666.The geoid height was determined by GEOID03.
 NP0666
 NP0666;                    North         East     Units Scale Factor Converg.
 NP0666;SPC NE       -   310,581.690   278,948.612   MT  0.99984110   -1 47 08.0
 NP0666;UTM  13      - 4,718,921.399   689,148.984   MT  1.00004019   +1 33 39.9
 NP0666
 NP0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0666!SPC NE       -   0.99982006  x   0.99984110  =   0.99966119
 NP0666!UTM  13      -   0.99982006  x   1.00004019  =   0.99986024
 NP0666
 NP0666|---------------------------------------------------------------------|
 NP0666| PID    Reference Object                     Distance      Geod. Az  |
 NP0666|                                                           dddmmss.s |
 NP0666| CQ3627 NORMAN RM 1                          27.531 METERS 08904     |
 NP0666| CQ3628 NORMAN RM 2                          15.981 METERS 35632     |
 NP0666| NP0669 HAY SPRINGS TV STA KDUH TOWER       APPROX. 5.8 KM 3573224.0 |
 NP0666|---------------------------------------------------------------------|
 NP0666
 NP0666                          SUPERSEDED SURVEY CONTROL
 NP0666
 NP0666  NAD 83(1995)-  42 35 58.30085(N)    102 41 39.70398(W) AD(       ) 2
 NP0666  NAD 83(1986)-  42 35 58.29465(N)    102 41 39.69677(W) AD(       ) 2
 NP0666  NAD 27      -  42 35 58.39161(N)    102 41 38.02811(W) AD(       ) 2
 NP0666  NGVD 29 (07/19/86) 1165.1    (m)         3822.     (f) VERT ANG       
 NP0666
 NP0666.Superseded values are not recommended for survey control.
 NP0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0666.See file dsdata.txt to determine how the superseded data were derived.
 NP0666
 NP0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8914918921(NAD 83)
 NP0666_MARKER: DD = SURVEY DISK
 NP0666_SETTING: 0 = UNSPECIFIED SETTING
 NP0666
 NP0666  HISTORY     - Date     Condition        Report By
 NP0666  HISTORY     - 1968     MONUMENTED       USGS
 NP0666
 NP0666                          STATION DESCRIPTION
 NP0666
 NP0666'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0666'THE STATION IS ABOUT 6.0 MI S. OF HAY SPRINGS, NEAR THE COR. OF
 NP0666'SECS. 2, 3, 10 AND 11, T. 30 N., R. 46 W., 76 FT N. AND 40 FT
 NP0666'W. OF CENTER OF CROSSROADS.
 NP0666'
 NP0666'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 20 AND STATE
 NP0666'HWY. 87 S. NEAR HAY SPRINGS, GO S. ON STATE HWY. 87 5.9 MI AND
 NP0666'STATION ON RIGHT (W.).
 NP0666'
 NP0666'STATION MARK IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0666'COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0666'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET NORMAN 1968,
 NP0666'STATION IS 76 FT N. AND 40 FT W. OF THE CENTER OF CROSSROADS,
 NP0666'9 FT E. OF N.-S. FENCE 9 FT E. OF USGS WITNESS POST, STATION
 NP0666'IS FLUSH WITH THE GROUND.
 NP0666'
 NP0666'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0666'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0666'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED NORMAN NO
 NP0666'1 1968, MARK IS 77 FT N. AND 50 FT E. OF THE CENTER OF CROSSROADS,
 NP0666'14 FT S. OF N. FENCELINE EXTENDED, 46 FT N. OF E. FENCELINE
 NP0666'EXTENDED, MARK IS E. OF THE STATION AND MARK IS FLUSH WITH
 NP0666'THE GROUND.
 NP0666'
 NP0666'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0666'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0666'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED NORMAN
 NP0666'NO 2 1968, MARK IS 129 FT N. AND 43 FT W. OF THE CENTER OF
 NP0666'CROSSROADS, 7 FT E. OF N.-S. FENCE, MARK IS N. OF THE STATION
 NP0666'AND FLUSH WITH THE GROUND.
 NP0666'
 NP0666'AZIMUTH MARK, KDUH TV TOWER, NEAR THE CENTER OF THE SE. QUARTER
 NP0666'OF THE NE. QUARTER OF SEC. 22, T. 31 N., R. 46 W.
 NP0666'
 NP0666'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1222 ***********************************************************************
 LH1222  DESIGNATION -  NORMAN
 LH1222  PID         -  LH1222
 LH1222  STATE/COUNTY-  NE/KEARNEY
 LH1222  USGS QUAD   -  NORMAN (1969)
 LH1222
 LH1222                         *CURRENT SURVEY CONTROL
 LH1222  ___________________________________________________________________
 LH1222* NAD 83(1995)-  40 28 51.25319(N)    098 48 07.08308(W)     ADJUSTED  
 LH1222* NAVD 88     -       636.     (meters)    2087.     (feet)  SCALED    
 LH1222  ___________________________________________________________________
 LH1222  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 LH1222  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 LH1222
 LH1222  HORZ ORDER  -  THIRD
 LH1222
 LH1222.The horizontal coordinates were established by classical geodetic methods
 LH1222.and adjusted by the National Geodetic Survey in August 1997..
 LH1222
 LH1222.The orthometric height was scaled from a topographic map.
 LH1222
 LH1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1222
 LH1222.The geoid height was determined by GEOID03.
 LH1222
 LH1222;                    North         East     Units Scale Factor Converg.
 LH1222;SPC NE       -    72,603.891   601,561.497   MT  0.99981713   +0 47 38.2
 LH1222;UTM  14      - 4,481,153.876   516,784.818   MT  0.99960347   +0 07 42.8
 LH1222
 LH1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1222!SPC NE       -   0.99990415  x   0.99981713  =   0.99972130
 LH1222!UTM  14      -   0.99990415  x   0.99960347  =   0.99950766
 LH1222
 LH1222:                Primary Azimuth Mark                     Grid Az
 LH1222:SPC NE       -  NORMAN AZ MK 2                           009 49 22.4
 LH1222:UTM  14      -  NORMAN AZ MK 2                           010 29 17.8
 LH1222
 LH1222|---------------------------------------------------------------------|
 LH1222| PID    Reference Object                     Distance      Geod. Az  |
 LH1222|                                                           dddmmss.s |
 LH1222| CO1938 NORMAN AZ MK 2                                     0103700.6 |
 LH1222| CO1937 NORMAN AZ MK                                       0164647.8 |
 LH1222| CO1939 NORMAN RM 1                          16.060 METERS 04433     |
 LH1222| CO1940 NORMAN RM 2                          27.214 METERS 26201     |
 LH1222| LH1234 MINDEN MUNICIPAL STANDPIPE          APPROX.12.6 KM 2782158.1 |
 LH1222|---------------------------------------------------------------------|
 LH1222
 LH1222                          SUPERSEDED SURVEY CONTROL
 LH1222
 LH1222  NAD 83(1986)-  40 28 51.25996(N)    098 48 07.08293(W) AD(       ) 3
 LH1222  NAD 27      -  40 28 51.20500(N)    098 48 05.81300(W) AD(       ) 3
 LH1222
 LH1222.Superseded values are not recommended for survey control.
 LH1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1222.See file dsdata.txt to determine how the superseded data were derived.
 LH1222
 LH1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1678581154(NAD 83)
 LH1222_MARKER: DS = TRIANGULATION STATION DISK
 LH1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1222
 LH1222  HISTORY     - Date     Condition        Report By
 LH1222  HISTORY     - 1951     MONUMENTED       CGS
 LH1222  HISTORY     - 1965     GOOD             CGS
 LH1222  HISTORY     - 1966     GOOD             CGS
 LH1222
 LH1222                          STATION DESCRIPTION
 LH1222
 LH1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1222'THE STATION IS LOCATED 0.6 MILE WEST OF THE CROSSROAD THAT IS
 LH1222'JUST NORTHWEST OF THE BURLINGTON DEPOT IN NORMAN AND ON THE
 LH1222'RIGHT-OF-WAY BETWEEN THE BURLINGTON RAILROAD AND STATE HIGHWAY
 LH1222'74.  IT IS 113.0 FEET EAST-NORTHEAST OF A COTTONWOOD TREE, 50.0
 LH1222'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 50.0 FEET NORTH
 LH1222'OF THE CENTER OF STATE HIGHWAY 74, 18.0 FEET NORTH OF A
 LH1222'TELEPHONE POLE AND 1.5 FEET NORTHWEST OF A WITNESS POST.  IT
 LH1222'PROJECTS 6 INCHES AND IS STAMPED NORMAN 1951.
 LH1222'
 LH1222'REFERENCE MARK NO. 1 IS 94.0 FEET NORTH OF THE CENTER OF STATE
 LH1222'HIGHWAY 74 AND 6.0 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD.
 LH1222'IT PROJECTS 1 INCH AND IS STAMPED NORMAN NO 1 1951.
 LH1222'
 LH1222'REFERENCE MARK NO. 2 IS 35.0 FEET NORTH OF THE CENTER OF STATE
 LH1222'HIGHWAY 74 AND 23.0 FEET EAST-NORTHEAST OF A COTTONWOOD TREE.
 LH1222'IT PROJECTS 5 INCHES AND IS STAMPED NORMAN NO 2 1951.
 LH1222'
 LH1222'THE AZIMUTH MARK IS 33.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1222'GRAVELED ROAD, 13.0 FEET SOUTH OF THE CENTER OF A WIRE GATE AND
 LH1222'1.5 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 LH1222'STAMPED NORMAN 1951.
 LH1222'
 LH1222'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 LH1222'HIGHWAY 74 FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT, NORTH, ON
 LH1222'A GRAVELED ROAD FOR 0.25 MILE TO A WIRE GATE AND THE AZIMUTH MARK
 LH1222'ON THE RIGHT AS DESCRIBED.
 LH1222'
 LH1222'TO REACH THE STATION FROM THE CROSSROAD THAT IS JUST NORTHWEST
 LH1222'OF THE BURLINGTON DEPOT IN NORMAN, GO WEST ON STATE HIGHWAY 74
 LH1222'FOR 0.45 MILE TO A CROSSROAD AND WHERE STATE HIGHWAY 74 CROSSES
 LH1222'TO THE SOUTH SIDE OF THE RAILROAD TRACKS.  CONTINUE WEST ON
 LH1222'STATE HIGHWAY 74 FOR 0.15 MILE TO A COTTONWOOD TREE AND THE
 LH1222'STATION ON THE RIGHT AS DESCRIBED.
 LH1222'
 LH1222'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1222
 LH1222                          STATION RECOVERY (1965)
 LH1222
 LH1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LH1222'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.  METAL WITNESS
 LH1222'POSTS WERE SET BY R.M. NO. 2 AND THE AZIMUTH MARK.  A METAL
 LH1222'WITNESS SIGN WAS NAILED TO A WOODEN WITNESS POST NEAR THE
 LH1222'STATION MARK.
 LH1222'
 LH1222'THE ORIGINAL DESCRIPTION TO REACH THE STATION AND THE AZIMUTH MARK
 LH1222'IS ADEQUATE FOR RECOVERY.
 LH1222
 LH1222                          STATION RECOVERY (1966)
 LH1222
 LH1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1222'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LH1222'CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK AS
 LH1222'IT WAS IN THE WAY OF ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS
 LH1222'ESTABLISHED.
 LH1222'
 LH1222'TO REACH THE STATION FROM THE CROSSROADS ABOUT 0.5 MILE WEST
 LH1222'OF NORMAN, GO WEST ON THE SOUTH SIDE OF THE RAILROAD FOR 0.1
 LH1222'MILE TO THE STATION ON THE RIGHT.  THE AZIMUTH MARK IS 0.45
 LH1222'MILE NORTH OF THE ABOVE CROSSROADS.
 LH1222'
 LH1222'THE STATION MARK IS 48 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD,
 LH1222'44 FEET NORTH OF THE CENTERLINE OF GRAVELED ROAD, 19 FEET
 LH1222'NORTHEAST OF A POWERLINE POLE AND 1.5 FEET WEST-NORTHWEST OF A
 LH1222'WOODEN POST WITH METAL WITNESS SIGN.  THE MARK PROJECTS 6 IN.
 LH1222'AND DISK IS STAMPED NORMAN 1951.
 LH1222'
 LH1222'R.M. NO. 1 IS 82 FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD
 LH1222'AND 5.5 FEET SOUTH OF SOUTH RAIL OF RAILROAD TRACKS.  THE MARK
 LH1222'IS FLUSH AND THE DISK IS STAMPED NORMAN NO 1 1951.
 LH1222'
 LH1222'R.M. NO. 2 IS 73 FEET SOUTH OF THE SOUTH RAIL, 31 FEET NORTH
 LH1222'OF THE CENTERLINE OF GRAVEL ROAD AND 1 FOOT SOUTH OF A METAL
 LH1222'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LH1222'NORMAN NO 2 1951.
 LH1222'
 LH1222'THE AZIMUTH MARK IS 65 FEET WEST OF THE CENTERLINE OF STATE
 LH1222'HIGHWAY 74, 1.5 FEET SOUTHEAST OF A POWERLINE POLE AND 1.5
 LH1222'FEET NORTHEAST OF A METAL WITNESS POST.  MARK PROJECTS 4 INCHES
 LH1222'AND THE DISK IS STAMPED NORMAN 1951 AZ 2 1966.
 LH1222'
 LH1222'R.M. NO. 1 TO R.M. 2 IS 134.05 FEET.
 LH1222'
 LH1222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.6 MILE WEST
 LH1222'NORMAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1223 ***********************************************************************
 LH1223  DESIGNATION -  NORMAN CHURCH SPIRE
 LH1223  PID         -  LH1223
 LH1223  STATE/COUNTY-  NE/KEARNEY
 LH1223  USGS QUAD   -  NORMAN (1969)
 LH1223
 LH1223                         *CURRENT SURVEY CONTROL
 LH1223  ___________________________________________________________________
 LH1223* NAD 83(1995)-  40 28 39.60830(N)    098 47 30.37598(W)     ADJUSTED  
 LH1223* NAVD 88     -                                                        
 LH1223  ___________________________________________________________________
 LH1223  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 LH1223  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 LH1223
 LH1223  HORZ ORDER  -  THIRD
 LH1223
 LH1223.The horizontal coordinates were established by classical geodetic methods
 LH1223.and adjusted by the National Geodetic Survey in August 1997..
 LH1223
 LH1223
 LH1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1223
 LH1223.The geoid height was determined by GEOID03.
 LH1223
 LH1223;                    North         East     Units Scale Factor Converg.
 LH1223;SPC NE       -    72,256.827   602,430.847   MT  0.99981813   +0 48 02.5
 LH1223;UTM  14      - 4,480,796.816   517,649.893   MT  0.99960383   +0 08 06.6
 LH1223
 LH1223                          SUPERSEDED SURVEY CONTROL
 LH1223
 LH1223  NAD 83(1986)-  40 28 39.61459(N)    098 47 30.37583(W) AD(       ) 4
 LH1223  NAD 27      -  40 28 39.56000(N)    098 47 29.11000(W) AD(       ) 3
 LH1223
 LH1223.Superseded values are not recommended for survey control.
 LH1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1223.See file dsdata.txt to determine how the superseded data were derived.
 LH1223
 LH1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1765080797(NAD 83)
 LH1223_MARKER: 90 = CHURCH SPIRE
 LH1223
 LH1223  HISTORY     - Date     Condition        Report By
 LH1223  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1223  HISTORY     - 1935     GOOD             CGS
 LH1223
 LH1223                          STATION DESCRIPTION
 LH1223
 LH1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1223'ACCORDING TO OLD RESIDENTS, THERE WERE TWO CHURCHES AT NORMAN
 LH1223'PRIOR TO 1898 AND ONE WAS BUILT IN THAT YEAR.  HENCE, IT IS
 LH1223'IMPOSSIBLE TO DETERMINE WHICH IS THE ONE SIGHTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1221 ***********************************************************************
 LH1221  DESIGNATION -  NORMAN ELEVATOR
 LH1221  PID         -  LH1221
 LH1221  STATE/COUNTY-  NE/KEARNEY
 LH1221  USGS QUAD   -  NORMAN (1969)
 LH1221
 LH1221                         *CURRENT SURVEY CONTROL
 LH1221  ___________________________________________________________________
 LH1221* NAD 83(1995)-  40 28 47.25912(N)    098 47 32.83711(W)     ADJUSTED  
 LH1221* NAVD 88     -                                                        
 LH1221  ___________________________________________________________________
 LH1221  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 LH1221  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 LH1221
 LH1221  HORZ ORDER  -  THIRD
 LH1221
 LH1221.The horizontal coordinates were established by classical geodetic methods
 LH1221.and adjusted by the National Geodetic Survey in August 1997..
 LH1221
 LH1221
 LH1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1221
 LH1221.The geoid height was determined by GEOID03.
 LH1221
 LH1221;                    North         East     Units Scale Factor Converg.
 LH1221;SPC NE       -    72,491.945   602,369.597   MT  0.99981747   +0 48 00.9
 LH1221;UTM  14      - 4,481,032.579   517,591.391   MT  0.99960381   +0 08 05.0
 LH1221
 LH1221                          SUPERSEDED SURVEY CONTROL
 LH1221
 LH1221  NAD 83(1986)-  40 28 47.26539(N)    098 47 32.83699(W) AD(       ) 4
 LH1221  NAD 27      -  40 28 47.21300(N)    098 47 31.57000(W) AD(       ) 3
 LH1221
 LH1221.Superseded values are not recommended for survey control.
 LH1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1221.See file dsdata.txt to determine how the superseded data were derived.
 LH1221
 LH1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1759181033(NAD 83)
 LH1221_MARKER: 65 = GRAIN ELEVATOR
 LH1221
 LH1221  HISTORY     - Date     Condition        Report By
 LH1221  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1221  HISTORY     - 1935     GOOD             CGS
 LH1221
 LH1221                          STATION DESCRIPTION
 LH1221
 LH1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1221'ACCORDING TO OLD RESIDENTS, THERE WERE TWO ELEVATORS AT NORMAN
 LH1221'IN 1898.  HENCE, IT IS IMPOSSIBLE TO SAY WHICH IS THE ONE SIGHTED
 LH1221'UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0408 ***********************************************************************
 MM0408  DESIGNATION -  NORTH
 MM0408  PID         -  MM0408
 MM0408  STATE/COUNTY-  NE/LINCOLN
 MM0408  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0408
 MM0408                         *CURRENT SURVEY CONTROL
 MM0408  ___________________________________________________________________
 MM0408* NAD 83(1995)-  41 11 28.60429(N)    100 44 13.59725(W)     ADJUSTED  
 MM0408* NAVD 88     -       916.8    (meters)    3008.     (feet)  VERTCON   
 MM0408  ___________________________________________________________________
 MM0408  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 MM0408  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 MM0408
 MM0408  HORZ ORDER  -  SECOND
 MM0408
 MM0408.The horizontal coordinates were established by classical geodetic methods
 MM0408.and adjusted by the National Geodetic Survey in August 1997..
 MM0408
 MM0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0408
 MM0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0408
 MM0408.The geoid height was determined by GEOID03.
 MM0408
 MM0408;                    North         East     Units Scale Factor Converg.
 MM0408;SPC NE       -   151,030.357   438,183.654   MT  0.99967358   -0 29 18.5
 MM0408;UTM  14      - 4,561,445.756   354,326.526   MT  0.99986117   -1 08 39.2
 MM0408
 MM0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0408!SPC NE       -   0.99985968  x   0.99967358  =   0.99953330
 MM0408!UTM  14      -   0.99985968  x   0.99986117  =   0.99972087
 MM0408
 MM0408|---------------------------------------------------------------------|
 MM0408| PID    Reference Object                     Distance      Geod. Az  |
 MM0408|                                                           dddmmss.s |
 MM0408| CO1941 NORTH RM 1                           19.841 METERS 00505     |
 MM0408| MM0411 NORTH RM 2                           12.803 METERS 11515     |
 MM0408| MM0407 NORTH PLATTE MUN PWR PLANT STK      APPROX. 5.1 KM 1814824.0 |
 MM0408| MM0428 NORTH PLATTE PUB PWR WATER TK       APPROX.11.8 KM 1890726.0 |
 MM0408| MM0455 HERSHEY WATER TK=AIRWAY BN 62       APPROX.22.7 KM 2605733.6 |
 MM0408| MM0405 N PLATTE STATE POLICE RAD MAST      APPROX. 1.0 KM 2633716.3 |
 MM0408| MM0412 NORTH RM 3 AZIMUTH                  APPROX. 0.9 KM 2700317.7 |
 MM0408|---------------------------------------------------------------------|
 MM0408
 MM0408                          SUPERSEDED SURVEY CONTROL
 MM0408
 MM0408  NAD 83(1986)-  41 11 28.60941(N)    100 44 13.60494(W) AD(       ) 2
 MM0408  NAD 27      -  41 11 28.61827(N)    100 44 12.08143(W) AD(       ) 2
 MM0408  NGVD 29 (07/19/86)  916.5    (m)         3007.     (f) VERT ANG       
 MM0408
 MM0408.Superseded values are not recommended for survey control.
 MM0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0408.See file dsdata.txt to determine how the superseded data were derived.
 MM0408
 MM0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5432761446(NAD 83)
 MM0408_MARKER: P = PIPE CAP
 MM0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0408
 MM0408  HISTORY     - Date     Condition        Report By
 MM0408  HISTORY     - 1933     MONUMENTED       USGS
 MM0408  HISTORY     - 1963     GOOD             CGS
 MM0408  HISTORY     - 1967     GOOD             NEDR
 MM0408  HISTORY     - 1977     GOOD             LOCENG
 MM0408  HISTORY     - 1979     GOOD             NGS
 MM0408
 MM0408                          STATION DESCRIPTION
 MM0408
 MM0408'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 MM0408'ABOUT 4 MILES NORTH BY EAST OF NORTH PLATTE, IN SOUTHEAST
 MM0408'QUARTER SEC. 10, T. 14 N., R. 30 W., IN PASTURE.
 MM0408'
 MM0408'REACHED FROM NORTH PLATTE VIA U.S. HIGHWAY 183 NORTH 1.6 MILES
 MM0408'THEN EAST ON STATE HIGHWAY 16, 0.7 MILE, THEN NORTH 2.1 MILES TO
 MM0408'LANE LEADING EAST TO HOUSE, NEAR TOP OF GRADE.  PASS THROUGH
 MM0408'CORRAL BETWEEN HOUSE AND BARN AND DRIVE SOUTHEAST ACROSS
 MM0408'PASTURE 0.2 MILE TO STATION ON TOP OF RIDGE.  THE STATION
 MM0408'MARK IS A STANDARD U.S. GEOLOGICAL SURVEY CAP ON AN IRON PIPE
 MM0408'EMBEDDED IN A SQUARE BLOCK OF CONCRETE, 18.5 FEET NORTH OF
 MM0408'SECTION-LINE FENCE.
 MM0408'
 MM0408'REFERENCE MARK NO. 1 IS NORTH OF STATION ON SAME RIDGE.
 MM0408'
 MM0408'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION IN SECTION-LINE FENCE.
 MM0408'
 MM0408'REFERENCE MARK NO. 3 IS WEST OF STATION IN FENCE LINE, 30
 MM0408'FEET NORTH OF CENTERLINE OF ROAD.
 MM0408'
 MM0408'ALL MARKS 4 INCHES ABOVE GROUND.
 MM0408'
 MM0408'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.07 METERS.
 MM0408
 MM0408                          STATION RECOVERY (1963)
 MM0408
 MM0408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 MM0408'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 MM0408'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 3 WAS NOT
 MM0408'SEARCHED FOR.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 MM0408
 MM0408                          STATION RECOVERY (1967)
 MM0408
 MM0408'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0408'STATION, AZIMUTH MARK, REFERENCE NO. 1 AND REFERENCE NO. 2.
 MM0408'ALL POINTS FOUND AND IN GOOD CONDITION.
 MM0408'
 MM0408'NEW TO REACH--FROM INTERSECTION OF HIGHWAY NO. 30 AND NO. 83,
 MM0408'ONE BLOCK NORTH OF COURT HOUSE.  GO NORTH 3.9 MILES TO CROSS
 MM0408'ROADS, TURN RIGHT (EAST) AT NORTH PLATTE POLICE RADIO MAST,
 MM0408'GO 0.2 MILE TO TOP OF SMALL HILL.  AZIMUTH IS ON LEFT,
 MM0408'APPROXIMATELY 30 FEET NORTH OF CENTERLINE OF ROAD IN FENCE LINE.
 MM0408'CONTINUE EAST 0.2 MILE TO INTERSECTION, CONTINUE EAST
 MM0408'THROUGH PASTURE GATE ALONG SOUTH SIDE OF FENCE, 0.3 MILE TO
 MM0408'TOP OF HILL IN PASTURE.  STATION IS 18.5 FEET NORTH OF
 MM0408'SECTION LINE FENCE AS DESCRIBED IN 1933 DESCRIPTION.
 MM0408
 MM0408                          STATION RECOVERY (1977)
 MM0408
 MM0408'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JEM)
 MM0408'AZIMUTH MARK RM 3 NOT LOCATED.
 MM0408'
 MM0408'ALL OTHER MARKS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 MM0408'
 MM0408'WALKED FENCE LINE NORTH OF ROAD FOR FULL LENGTH OF ROAD, ABOUT 1/3
 MM0408'MILE.  DID NOT USE LOCATOR OR PROBES.
 MM0408'
 MM0408'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MI. NE OF N.
 MM0408'PLATTE, NE.
 MM0408
 MM0408                          STATION RECOVERY (1979)
 MM0408
 MM0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MM0408'STATION MARK, REFERENCE MARKS 1, 2 AND 3, WHICH SERVES AS THE AZIMUTH
 MM0408'MARK, WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE
 MM0408'MARK 1 AGREED WITH 1933 DATA BUT A DIFFERENCE OF 0.010 METER SHORTER
 MM0408'WAS NOTED TO REFERENCE MARK 2.  THE DIRECTION TO REFERENCE MARK 1 WAS
 MM0408'32 SECONDS SMALLER AND TO REFERENCE MARK 2, 1 MINUTE, 11 SECONDS
 MM0408'SMALLER, THAN 1933 DATA.  THE UNDERGROUND MARK, IF ANY, WAS NOT
 MM0408'INSPECTED.  DUE TO CHANGES, A NEW DESCRIPTION FOLLOWS.
 MM0408'
 MM0408'STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF NORTH PLATTE, 3/4
 MM0408'MILE EAST OF U.S. HIGHWAY 83, ON PROPERTY OWNED BY DAYTON L. PHIFER,
 MM0408'OF EAST TRYON ROUTE, NORTH PLATTE, NEBRASKA AND IN THE SE 1/4,
 MM0408'SEC 10, T14N, R30W.  MR. PHIFER LIVES 1/4 MILE WEST-NORTHWEST OF THE
 MM0408'STATION AND HIS TELEPHONE NUMBER IS 532-6847.
 MM0408'
 MM0408'TO REACH THE STATION FROM THE NORTH JUNCTION OF U.S. HIGHWAYS 30 AND
 MM0408'83, IN NORTH PLATTE, GO NORTH ON HIGHWAY 83 FOR 1.15 MILES TO A CROSS
 MM0408'STREET.  TURN RIGHT AND GO EAST FOR 0.7 MILE TO A SIDEROAD ON THE
 MM0408'LEFT, TURN LEFT AND GO NORTH FOR 2.0 MILES TO A SIDE ROAD ON THE LEFT
 MM0408'AND REFERENCE MARK 3, 0.2 MILE WEST ALONG THIS ROAD.  CONTINUE NORTH
 MM0408'FOR 0.1 MILE TO A DRIVEWAY AND A HOUSE ON THE RIGHT.  TURN RIGHT AND
 MM0408'GO EAST, PASSING MR. PHIFERS HOUSE, FOR 0.15 MILE TO A GATE ON THE
 MM0408'LEFT.  TURN LEFT, THEN RIGHT, PASSING THROUGH THE GATE, AND GO
 MM0408'EAST-SOUTHEAST ON A DIM TRACK ROAD FOR 0.2 MILE TO THE CREST OF THE
 MM0408'RIDGE AND THE STATION ABOUT 100 YARDS SOUTH OF THE HIGHEST POINT.
 MM0408'
 MM0408'STATION MARK IS A U.S. GEOLOGICAL SURVEY PIPE BENCH MARK THAT IS NOT
 MM0408'STAMPED AND IS SET IN A 14-INCH SQUARE CONCRETE POST, WHICH PROJECTS
 MM0408'6 INCHES ABOVE THE GROUND.  THE PIPE MARK PROTRUDES 2 INCHES ABOVE
 MM0408'THE CONCRETE.  IT IS 23.0 FEET NORTHWEST OF A WITNESS POST AND 18.8
 MM0408'FEET NORTH OF AN EAST-WEST FENCE.
 MM0408'
 MM0408'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---U.S.G.S. NORTH NO 1
 MM0408'1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 MM0408'4 INCHES.  IT IS 83.5 FEET NORTH-NORTHWEST OF THE WITNESS POST, 83.0
 MM0408'FEET NORTH OF THE FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 MM0408'
 MM0408'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---U.S.G.S. NORTH NO 2
 MM0408'1933--- SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 MM0408'PROJECTS 12 INCHES.  IT IS 23.5 FEET EAST OF THE WITNESS POST, 1.0
 MM0408'FEET NORTH OF THE FENCE AND IS ABOUT THE SAME ELEVATION AS THE
 MM0408'STATION.
 MM0408'
 MM0408'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---U.S.G.S. NORTH NO 3
 MM0408'1933--- SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 MM0408'PROJECTS 2 INCHES.  IT IS 33.0 FEET NORTH OF THE CENTERLINE OF THE
 MM0408'ROAD, 1.5 FEET EAST OF A WITNESS POST, IN AN EAST-WEST FENCELINE AND
 MM0408'IS ABOUT 6 FEET ABOVE THE ROAD AT THE EDGE OF A CUTBANK AT THE CREST
 MM0408'OF A HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0641 ***********************************************************************
 MN0641  DESIGNATION -  NORTH
 MN0641  PID         -  MN0641
 MN0641  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0641  USGS QUAD   -  SCOTTSBLUFF NORTH (1976)
 MN0641
 MN0641                         *CURRENT SURVEY CONTROL
 MN0641  ___________________________________________________________________
 MN0641* NAD 83(1995)-  41 59 56.17764(N)    103 40 04.05434(W)     ADJUSTED  
 MN0641* NAVD 88     -      1373.2    (meters)    4505.     (feet)  VERTCON   
 MN0641  ___________________________________________________________________
 MN0641  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 MN0641  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 MN0641
 MN0641  HORZ ORDER  -  FIRST
 MN0641
 MN0641.The horizontal coordinates were established by classical geodetic methods
 MN0641.and adjusted by the National Geodetic Survey in August 1997..
 MN0641
 MN0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0641
 MN0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0641
 MN0641.The geoid height was determined by GEOID03.
 MN0641
 MN0641;                    North         East     Units Scale Factor Converg.
 MN0641;SPC NE       -   246,882.947   196,299.141   MT  0.99969557   -2 25 50.3
 MN0641;UTM  13      - 4,650,516.696   610,333.119   MT  0.99974979   +0 53 29.4
 MN0641
 MN0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0641!SPC NE       -   0.99978759  x   0.99969557  =   0.99948323
 MN0641!UTM  13      -   0.99978759  x   0.99974979  =   0.99953744
 MN0641
 MN0641|---------------------------------------------------------------------|
 MN0641| PID    Reference Object                     Distance      Geod. Az  |
 MN0641|                                                           dddmmss.s |
 MN0641| CP7836 NORTH RM 1                           52.944 METERS 03824     |
 MN0641| MN0632 MINATARE MUNICIPAL TANK             APPROX.25.0 KM 1471734.8 |
 MN0641| MN0532 MINATARE SUGAR MILL TANK            APPROX.26.0 KM 1472809.0 |
 MN0641| MN0633 SCOTTSBLUFF SUGAR MILL STACK        APPROX.15.9 KM 1694814.5 |
 MN0641| MN0639 GERING SUGAR MILL TANK              APPROX.18.4 KM 1760140.7 |
 MN0641| MN0640 GERING SUGAR MILL STACK             APPROX.18.5 KM 1760104.8 |
 MN0641| MN0636 SCOTTSBLUFF CHURCH SPIRE            APPROX.14.4 KM 1770316.9 |
 MN0641| MN0635 SCOTTSBLUFF MUNICIPAL TANK          APPROX.13.9 KM 1771053.6 |
 MN0641| MN0637 SCOTTSBLUFF PWR PLANT WATER TK      APPROX.15.6 KM 1782148.7 |
 MN0641| MN0638 GERING MUNICIPAL TANK               APPROX.19.5 KM 1782336.4 |
 MN0641| CP7837 NORTH RM 2 AZIMUTH                                 2433300.0 |
 MN0641| MN0647 MITCHELL SUGAR MILL STACK           APPROX.13.8 KM 2454257.2 |
 MN0641| MN0648 MITCHELL SUGAR MILL TANK            APPROX.13.8 KM 2460842.6 |
 MN0641| MN0650 MORRIL TANK                         APPROX.22.0 KM 2594539.4 |
 MN0641| CP7838 NORTH RM 3                           26.167 METERS 31019     |
 MN0641|---------------------------------------------------------------------|
 MN0641
 MN0641                          SUPERSEDED SURVEY CONTROL
 MN0641
 MN0641  NAD 83(1995)-  41 59 56.17753(N)    103 40 04.05451(W) AD(       ) 1
 MN0641  NAD 83(1986)-  41 59 56.17172(N)    103 40 04.06087(W) AD(       ) 1
 MN0641  NAD 27      -  41 59 56.30000(N)    103 40 02.26200(W) AD(       ) 1
 MN0641  NGVD 29 (09/11/89) 1372.5    (m)         4503.     (f) VERT ANG       
 MN0641
 MN0641.Superseded values are not recommended for survey control.
 MN0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0641.See file dsdata.txt to determine how the superseded data were derived.
 MN0641
 MN0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1033350517(NAD 83)
 MN0641_MARKER: DS = TRIANGULATION STATION DISK
 MN0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0641
 MN0641  HISTORY     - Date     Condition        Report By
 MN0641  HISTORY     - 1933     MONUMENTED       CGS
 MN0641  HISTORY     - 1934     GOOD             CGS
 MN0641  HISTORY     - 1963     GOOD             USGS
 MN0641
 MN0641                          STATION DESCRIPTION
 MN0641
 MN0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0641'STATION IS ABOUT 10 MILES DUE N OF SCOTTSBLUFF, IN NE 1/4 SEC.
 MN0641'2, T 23 N, R 55 W, ON A PROMINENT DETACHED BUTTE IN PASTURE.
 MN0641'
 MN0641'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MN0641'DISKS SET IN CONCRETE.
 MN0641'
 MN0641'REFERENCE MARK NO. 1 IS N OF STATION.
 MN0641'
 MN0641'REFERENCE MARK NO. 2 IS SW OF STATION IN N-S FENCE LINE AT W
 MN0641'SIDE OF SMALL ENCLOSURE ABOVE.  APPROXIMATELY 15 FEET E OF CENTER
 MN0641'LINE OF ROAD.
 MN0641'
 MN0641'REFERENCE MARK NO. 3 IS W OF STATION.
 MN0641
 MN0641                          STATION RECOVERY (1934)
 MN0641
 MN0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0641'STATION IS ABOUT 10 MILES N OF SCOTTSBLUFF.  IT IS LOCATED ON THE
 MN0641'HIGHEST POINT OF A SANDY HILL WITH AN UNOBSTRUCTED VIEW TO THE
 MN0641'S AND WITH BAD LAND FORMATIONS TO THE N.  THE STATION MARK WAS
 MN0641'RECOVERED IN EXCELLENT CONDITION.
 MN0641'
 MN0641'REFERENCE MARK NO. 1, WHICH IS NE OF THE STATION, WAS RECOVERED
 MN0641'IN EXCELLENT CONDITION.
 MN0641'
 MN0641'REFERENCE MARK NO. 3, WHICH IS NW OF THE STATION, WAS RECOVERED
 MN0641'IN EXCELLENT CONDITION.
 MN0641'
 MN0641'THE AZIMUTH MARK, WHICH IS ABOUT 0.5 MILE SW OF THE STATION
 MN0641'AND IS LOCATED IN THE FENCE LINE ON THE E SIDE OF THE SECTION
 MN0641'LINE ROAD, WAS RECOVERED IN EXCELLENT CONDITION.
 MN0641'
 MN0641'THE STATION IS REACHED FROM THE INTERSECTION OF BROADWAY AND
 MN0641'EAST OVERLAND STREET IN SCOTTSBLUFF, BY GOING N ON U.S. HIGHWAY
 MN0641'NO. 26, 1.0 MILE, THENCE W ON NO. 26, 0.6 MILE.  TURN OFF THE
 MN0641'HIGHWAY AND GO N ON A GRAVELED ROAD 8.0 MILES.  CROSS BRIDGE
 MN0641'OVER A CANAL AND CONTINUE N 0.4 MILE TO A GATE ON THE E SIDE
 MN0641'OF THE ROAD.  PASS THROUGH GATE, GO THROUGH THE ENCLOSURE, AND
 MN0641'DRIVE NE 0.4 MILE, AROUND THE E SIDE OF A PROMINENT LONE HILL
 MN0641'TO THE TOP OF A RIDGE.  TURN E AND FOLLOW THE RIDGE 0.5 MILE
 MN0641'TO AN E-W FENCE.  LET DOWN FENCE AND CONTINUE ALONG RIDGE
 MN0641'ABOUT 150 YARDS TO THE TOP OF HILL AND THE STATION.
 MN0641'
 MN0641'A 4-FOOT STAND WAS ERECTED.
 MN0641
 MN0641                          STATION RECOVERY (1963)
 MN0641
 MN0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MN0641'RECOVERED BY USGS, 1963.
 MN0641'
 MN0641'STATION MARK--STANDARD USC AND GS STANDARD DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2115 ***********************************************************************
 MK2115  DESIGNATION -  NORTH BEND ATT MW TOWER
 MK2115  PID         -  MK2115
 MK2115  STATE/COUNTY-  NE/DODGE
 MK2115  USGS QUAD   -  WEBSTER (1966)
 MK2115
 MK2115                         *CURRENT SURVEY CONTROL
 MK2115  ___________________________________________________________________
 MK2115* NAD 83(1995)-  41 31 23.61418(N)    096 50 55.48914(W)     ADJUSTED  
 MK2115* NAVD 88     -                                                        
 MK2115  ___________________________________________________________________
 MK2115  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 MK2115  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 MK2115
 MK2115  HORZ ORDER  -  THIRD
 MK2115
 MK2115.The horizontal coordinates were established by classical geodetic methods
 MK2115.and adjusted by the National Geodetic Survey in August 1997..
 MK2115
 MK2115
 MK2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2115
 MK2115.The geoid height was determined by GEOID03.
 MK2115
 MK2115;                    North         East     Units Scale Factor Converg.
 MK2115;SPC NE       -   192,411.955   762,875.523   MT  0.99965864   +2 05 18.0
 MK2115;UTM  14      - 4,599,077.135   679,490.556   MT  0.99999648   +1 25 35.4
 MK2115
 MK2115                          SUPERSEDED SURVEY CONTROL
 MK2115
 MK2115  NAD 83(1986)-  41 31 23.62084(N)    096 50 55.49146(W) AD(       ) 4
 MK2115  NAD 27      -  41 31 23.60531(N)    096 50 54.38991(W) AD(       ) 3
 MK2115
 MK2115.Superseded values are not recommended for survey control.
 MK2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2115.See file dsdata.txt to determine how the superseded data were derived.
 MK2115
 MK2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7949199077(NAD 83)
 MK2115_MARKER: 45 = MICROWAVE TOWER
 MK2115
 MK2115  HISTORY     - Date     Condition        Report By
 MK2115  HISTORY     - 1968     FIRST OBSERVED   CGS
 MK2115
 MK2115                          STATION DESCRIPTION
 MK2115
 MK2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK2115'THE STATION IS THE RED LIGHT ATOP THE NORTH BEND, AMERICAN TELEPHONE
 MK2115'AND TELEGRAPH COMPANY MICROWAVE TOWER AND IS 12 MILES NORTHEAST OF
 MK2115'SCHUYLER, 6 MILES NORTHWEST OF NORTH BEND AND 5 MILES NORTH OF
 MK2115'U.S. HIGHWAY 30.  THE TOWER IS A FOUR LEGGED STRUCTURE PAINTED IN
 MK2115'ALTERNATE BANDS OF RED AND WHITE WITH A FAN TYPE OF ANTENNA
 MK2115'LOCATED ON EACH OF THE FOUR CORNERS AND A POLE ANTENNA EXTENDING
 MK2115'ABOVE EACH FAN.  THE TOWER IS 125 FEET IN HEIGHT AND THE POLE
 MK2115'ANTENNAS ARE 35 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0352 ***********************************************************************
 ML0352  DESIGNATION -  NORTH LOUP
 ML0352  PID         -  ML0352
 ML0352  STATE/COUNTY-  NE/VALLEY
 ML0352  USGS QUAD   -  NORTH LOUP (1953)
 ML0352
 ML0352                         *CURRENT SURVEY CONTROL
 ML0352  ___________________________________________________________________
 ML0352* NAD 83(1986)-  41 29 43.     (N)    098 45 51.     (W)     SCALED    
 ML0352* NAVD 88     -       597.336  (meters)    1959.76   (feet)  ADJUSTED  
 ML0352  ___________________________________________________________________
 ML0352  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 ML0352  DYNAMIC HT  -         597.041 (meters)    1958.79  (feet)  COMP
 ML0352  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 ML0352
 ML0352  VERT ORDER  -  SECOND    CLASS 0
 ML0352
 ML0352.The horizontal coordinates were scaled from a topographic map and have
 ML0352.an estimated accuracy of +/- 6 seconds.
 ML0352
 ML0352.The orthometric height was determined by differential leveling
 ML0352.and adjusted by the National Geodetic Survey in June 1991..
 ML0352
 ML0352.The geoid height was determined by GEOID03.
 ML0352
 ML0352.The dynamic height is computed by dividing the NAVD 88
 ML0352.geopotential number by the normal gravity value computed on the
 ML0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0352.degrees latitude (g = 980.6199 gals.).
 ML0352
 ML0352.The modeled gravity was interpolated from observed gravity values.
 ML0352
 ML0352;                    North         East    Units  Estimated Accuracy
 ML0352;SPC NE       -   185,260.      603,160.      MT  (+/- 180 meters Scaled)
 ML0352
 ML0352                          SUPERSEDED SURVEY CONTROL
 ML0352
 ML0352  NGVD 29 (??/??/92)  597.085  (m)         1958.94   (f) ADJ UNCH    2 0
 ML0352
 ML0352.Superseded values are not recommended for survey control.
 ML0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0352.See file dsdata.txt to determine how the superseded data were derived.
 ML0352
 ML0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL196937(NAD 83)
 ML0352_MARKER: DB = BENCH MARK DISK
 ML0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0352_STAMPING: NORTH LOUP-1934
 ML0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0352+STABILITY: SURFACE MOTION
 ML0352
 ML0352  HISTORY     - Date     Condition        Report By
 ML0352  HISTORY     - 1934     MONUMENTED       CGS
 ML0352  HISTORY     - 1935     GOOD             NGS
 ML0352
 ML0352                          STATION DESCRIPTION
 ML0352
 ML0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ML0352'AT NORTH LOUP.
 ML0352'AT THE CITY WATER TOWER, 0.1 MILES SOUTHEAST OF MILEPOST 49,
 ML0352'52 FEET FROM THE CENTER LINE OF GARFIELD AVENUE, 31.3 FEET
 ML0352'NORTHEAST OF THE SOUTHEAST CORNER OF THE WATER BUILDING, 2.5 FEET
 ML0352'EAST OF THE EAST SIDE OF THE WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0470 ***********************************************************************
 NO0470  DESIGNATION -  NORTH LOUP
 NO0470  PID         -  NO0470
 NO0470  STATE/COUNTY-  NE/CHERRY
 NO0470  USGS QUAD   -  BIG FALLS (1987)
 NO0470
 NO0470                         *CURRENT SURVEY CONTROL
 NO0470  ___________________________________________________________________
 NO0470* NAD 83(1995)-  42 26 42.83761(N)    101 09 30.12066(W)     ADJUSTED  
 NO0470* NAVD 88     -      1055.     (meters)    3461.     (feet)  SCALED    
 NO0470  ___________________________________________________________________
 NO0470  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 NO0470  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 NO0470
 NO0470  HORZ ORDER  -  SECOND
 NO0470
 NO0470.The horizontal coordinates were established by classical geodetic methods
 NO0470.and adjusted by the National Geodetic Survey in August 1997..
 NO0470
 NO0470.The orthometric height was scaled from a topographic map.
 NO0470
 NO0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0470
 NO0470.The geoid height was determined by GEOID03.
 NO0470
 NO0470;                    North         East     Units Scale Factor Converg.
 NO0470;SPC NE       -   290,638.749   404,722.905   MT  0.99979312   -0 46 03.5
 NO0470;UTM  14      - 4,701,468.745   322,496.843   MT  0.99998767   -1 27 25.3
 NO0470
 NO0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0470!SPC NE       -   0.99983768  x   0.99979312  =   0.99963083
 NO0470!UTM  14      -   0.99983768  x   0.99998767  =   0.99982535
 NO0470
 NO0470|---------------------------------------------------------------------|
 NO0470| PID    Reference Object                     Distance      Geod. Az  |
 NO0470|                                                           dddmmss.s |
 NO0470| CQ3636 NORTH LOUP RM 1                      14.848 METERS 15821     |
 NO0470| CQ3637 NORTH LOUP RM 2                      15.089 METERS 28508     |
 NO0470| CQ3635 NORTH LOUP AZ MK                                   3541413.7 |
 NO0470|---------------------------------------------------------------------|
 NO0470
 NO0470                          SUPERSEDED SURVEY CONTROL
 NO0470
 NO0470  NAD 83(1986)-  42 26 42.83564(N)    101 09 30.12732(W) AD(       ) 2
 NO0470  NAD 27      -  42 26 42.87300(N)    101 09 28.55700(W) AD(       ) 2
 NO0470
 NO0470.Superseded values are not recommended for survey control.
 NO0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0470.See file dsdata.txt to determine how the superseded data were derived.
 NO0470
 NO0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN2249701469(NAD 83)
 NO0470_MARKER: DS = TRIANGULATION STATION DISK
 NO0470_SETTING: 0 = UNSPECIFIED SETTING
 NO0470
 NO0470  HISTORY     - Date     Condition        Report By
 NO0470  HISTORY     - 1949     MONUMENTED       CGS
 NO0470
 NO0470                          STATION DESCRIPTION
 NO0470
 NO0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0470'THE STATION IS LOCATED ON THE TOP OF THE HIGHEST SAND HILL IN THE
 NO0470'VICINITY, ABOUT 35.5 MILES SOUTH AND 2.5 MILES WEST OF NENZEL,
 NO0470'ABOUT 18.0 MILES WEST AND 8.5 MILES SOUTH OF THE KENNEDY POST
 NO0470'OFFICE AND ABOUT 1.5 MILES NORTH OF THE NORTH LOUP RIVER.  IT
 NO0470'IS 4.3 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD STATION
 NO0470'MARK DISK WELDED TO THE TOP OF A 2 INCH CAST SOIL PIPE
 NO0470'PROJECTING 6 INCHES ABOVE THE GROUND AND IS STAMPED NORTH LOUP
 NO0470'1949.
 NO0470'
 NO0470'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL ABOUT 2.0
 NO0470'FEET BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD
 NO0470'REFERENCE MARK DISK WELDED TO THE TOP OF A 2 INCH CAST SOIL PIPE
 NO0470'PROJECTING 6 INCHES ABOVE THE GROUND AND IS STAMPED NORTH LOUP
 NO0470'NO 1 1949.
 NO0470'
 NO0470'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.
 NO0470'IT IS A STANDARD REFERENCE MARK DISK WELDED TO THE TOP OF A 2
 NO0470'INCH CAST SOIL PIPE PROJECTING 6 INCHES ABOVE THE GROUND AND IS
 NO0470'STAMPED NORTH LOUP NO 2 1949.
 NO0470'
 NO0470'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 NO0470'2 IS 87.77 FEET.
 NO0470'
 NO0470'THE AZIMUTH MARK IS ABOUT 0.25 OF A MILE NORTHEAST OF A WINDMILL,
 NO0470'10.5 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD AND 2.0 FEET
 NO0470'SOUTH OF A WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK
 NO0470'WELDED TO THE TOP OF A 2 INCH CAST SOIL PIPE PROJECTING 6 INCHES
 NO0470'ABOVE THE GROUND AND IS STAMPED NORTH LOUP 1949.
 NO0470'
 NO0470'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO SOUTH
 NO0470'ON U.S. HIGHWAY NO. 83 FOR 0.5 OF A MILE TO THE JUNCTION WITH
 NO0470'U.S. HIGHWAY NO. 20, TURN LEFT AND GO EAST AND SOUTHEAST ON U.S.
 NO0470'HIGHWAY NO. 83 AND U.S. HIGHWAY NO. 20 FOR 5.4 MILES TO WHERE
 NO0470'U.S. HIGHWAY NO. 83 TURNS RIGHT, TURN RIGHT ON U.S. HIGHWAY NO.
 NO0470'83 AND GO SOUTH AND SOUTHWEST FOR 11.85 MILES TO AN OILED T ROAD
 NO0470'RIGHT, TURN RIGHT ON OILED ROAD AND GO WEST FOR 6.15 MILES TO A
 NO0470'FORK, TAKE THE LEFT FORK AND GO SOUTH, WEST AND SOUTH FOR 7.5
 NO0470'MILES TO THE VALENTINE, NATIONAL WILDLIFE REFUGE HEADQUARTERS
 NO0470'ON THE LEFT, CONTINUE ON A SAND ROAD FOR 0.7 OF A MILE TO A
 NO0470'FORK, TAKE THE LEFT FORK ACROSS A WOODEN BRIDGE FOR 0.1 OF A
 NO0470'MILE TO A FORK, TAKE RIGHT FORK ON MAIN TRAVELED ROAD FOR 1.4
 NO0470'MILES TO A T ROAD LEFT, CONTINUE ON MAIN ROAD FOR 0.9 OF A MILE
 NO0470'TO A CATTLE GUARD, CONTINUE ON MAIN ROAD FOR 0.25 OF A MILE TO
 NO0470'A FORK, TAKE THE RIGHT FORK WEST, SOUTH AND WEST FOR 0.6 OF A
 NO0470'MILE TO A RANCH HOUSE ON THE RIGHT, CONTINUE WEST ON
 NO0470'TRACK ROAD FOR 0.3 OF A MILE TO A T ROAD LEFT, TURN LEFT AND
 NO0470'GO SOUTH AND WEST ON THE MAIN ROAD FOR 1.95 MILES TO A
 NO0470'WINDMILL ON THE RIGHT, CONTINUE WESTERLY ON MAIN ROAD FOR 3.2
 NO0470'MILES TO A FORK, TAKE THE RIGHT FORK AND GO NORTHWEST FOR
 NO0470'0.45 OF A MILE TO A FORK AT A SIGN POINTING NORTH TO
 NO0470'KENNEDY, TAKE THE LEFT FORK AND GO WEST, SOUTHWEST AND
 NO0470'WEST ON THE MAIN ROAD FOR 4.9 MILES TO A FORK JUST BEFORE
 NO0470'REACHING A RANCH HOUSE ON THE RIGHT, TAKE THE LEFT FORK AND
 NO0470'FOLLOW A TRACK ROAD SOUTH AND WEST FOR 1.35 MILES TO A CATTLE
 NO0470'GUARD, CONTINUE WESTERLY ON MAIN TRACK ROAD FOR 3.1 MILES TO A
 NO0470'WOODEN BRIDGE, CONTINUE WESTERLY ON TRACK ROAD FOR 3.6 MILES TO
 NO0470'A FORK JUST BEFORE REACHING A RANCH HOUSE ON THE RIGHT AND A RANCH
 NO0470'HOUSE ON THE LEFT, CONTINUE STRAIGHT AHEAD ON THE RIGHT FORK WEST
 NO0470'AND SOUTHWEST FOR 3.6 MILES TO A REVERSE FORK JUST SOUTHWEST OF
 NO0470'THE BACHELOR RANCH, TURN SHARP LEFT AND GO SOUTH FOR 0.35 OF A
 NO0470'MILE TO A POINT WHERE THE MAIN ROAD TURNS RIGHT AT A GATE ON
 NO0470'THE LEFT, TURN RIGHT AND FOLLOW TRACK ROAD ACROSS A MEADOW FOR
 NO0470'1.3 MILES TO THE SECOND WIRE GATE, PASS THROUGH THIS GATE AND
 NO0470'BEAR RIGHT AND FOLLOW MAIN TRACK ROAD FOR 0.7 OF A MILE TO A
 NO0470'WIRE GATE, CONTINUE WESTERLY ON MAIN ROAD FOR 0.35 OF A
 NO0470'MILE TO A FORKS, TAKE THE LEFT FOR FOR 0.05 OF A MILE TO A WIRE
 NO0470'GATE IN AN EAST-WEST FENCE, PASS THROUGH THIS GATE AND CONTINUE
 NO0470'FOR 1.75 MILES SOUTHWEST AND WEST ON A VERY SANDY TRACK ROAD
 NO0470'TO A WOODEN BRIDGE JUST SOUTHWEST OF A WINDMILL, CONTINUE
 NO0470'SOUTHERLY ON MAIN TRACK ROAD FOR 0.75 OF A MILE TO A WIRE
 NO0470'GATE, CONTINUE FOR 0.1 OF A MILE TO A DIM FORK LEFT, TAKE
 NO0470'LEFT FORK ON DIM TRACK ROAD AND GO 0.45 OF A MILE TO THE
 NO0470'INTERSECTION WITH A PLAIN TRACK ROAD, TURN LEFT ON PLAIN
 NO0470'TRACK ROAD AND GO SOUTHEAST AND SOUTH FOR 0.35 OF A MILE TO A
 NO0470'FORK JUST AFTER PASSING THROUGH A WIRE GATE, CONTINUE
 NO0470'STRAIGHT AHEAD ON THE RIGHT FORK FOR 1.55 MILES TO A RANCH
 NO0470'HOUSE ON THE LEFT, PASS THROUGH TWO BOARD GATES IN RANCH
 NO0470'CORRALS AND CONTINUE WEST FOR 0.2 OF A MILE TO ANOTHER BOARD
 NO0470'GATE, PASS THROUGH THIS BOARD GATE AND CONTINUE WEST AND SOUTH
 NO0470'ON THE MAIN TRACK ROAD FOR 0.4 OF A MILE TO A FORK, TAKE THE LEFT
 NO0470'FORK FOR 1.15 MILES TO A WIRE GATE IN THE SOUTHEAST CORNER OF A
 NO0470'MEADOW, PASS THROUGH WIRE GATE AND GO 0.4 OF A MILE TO A WIRE
 NO0470'GATE, CONTINUE ON RIGHT FORK FOR 0.1 OF A MILE TO A WINDMILL ON ON
 NO0470'THE RIGHT, CONTINUE ON MAIN TRACK ROAD FOR 0.2 OF A MILE TO TWO
 NO0470'WIRE GATES, PASS THROUGH THE RIGHT HAND GATE AND CONTINUE ON
 NO0470'TRACK ROAD FOR 0.4 OF A MILE TO A FENCE CORNER ON THE RIGHT AND
 NO0470'TWO LARGE IRON WHEELS ON THE LEFT, CONTINUE ON TRACK ROAD FOR 0.05
 NO0470'OF A MILE TO A FORK, TAKE RIGHT FORK WESTERLY UP A VALLEY FOR
 NO0470'0.4 OF A MILE TO A WIRE GATE, PASS THROUGH WIRE GATE AND
 NO0470'CONTINUE ON LEFT FORK FOR 0.55 OF A MILE SOUTH-SOUTHWEST TO THE
 NO0470'AZIMUTH MARK AS DESCRIBED, CONTINUE SOUTHWEST ON TRACK
 NO0470'ROAD FOR 0.25 OF A MILE TO A WINDMILL ON THE RIGHT, JUST
 NO0470'AFTER PASSING THIS WINDMILL TURN LEFT AND GO ABOUT DUE SOUTH FOR
 NO0470'0.35 OF A MILE TO A WIRE GATE IN AN EAST-WEST FENCE AT THE
 NO0470'NORTHERN END OF A RIDGE, PASS THROUGH THIS GATE AND PICK WAY
 NO0470'SOUTH AND SOUTHEAST UP THIS RIDGE FOR ABOUT 0.6 OF A MILE
 NO0470'TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0103 ***********************************************************************
 MM0103  DESIGNATION -  NORTH PLATTE
 MM0103  PID         -  MM0103
 MM0103  STATE/COUNTY-  NE/LINCOLN
 MM0103  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0103
 MM0103                         *CURRENT SURVEY CONTROL
 MM0103  ___________________________________________________________________
 MM0103* NAD 83(1986)-  41 08 29.     (N)    100 45 27.     (W)     SCALED    
 MM0103* NAVD 88     -       853.343  (meters)    2799.68   (feet)  ADJUSTED  
 MM0103  ___________________________________________________________________
 MM0103  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 MM0103  DYNAMIC HT  -         852.848 (meters)    2798.05  (feet)  COMP
 MM0103  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 MM0103
 MM0103  VERT ORDER  -  FIRST     CLASS II
 MM0103
 MM0103.The horizontal coordinates were scaled from a topographic map and have
 MM0103.an estimated accuracy of +/- 6 seconds.
 MM0103
 MM0103.The orthometric height was determined by differential leveling
 MM0103.and adjusted by the National Geodetic Survey in June 1994..
 MM0103.WARNING-Repeat measurements at this control monument indicate possible
 MM0103.vertical movement.
 MM0103
 MM0103.The geoid height was determined by GEOID03.
 MM0103
 MM0103.The dynamic height is computed by dividing the NAVD 88
 MM0103.geopotential number by the normal gravity value computed on the
 MM0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0103.degrees latitude (g = 980.6199 gals.).
 MM0103
 MM0103.The modeled gravity was interpolated from observed gravity values.
 MM0103
 MM0103;                    North         East    Units  Estimated Accuracy
 MM0103;SPC NE       -   145,510.      436,430.      MT  (+/- 180 meters Scaled)
 MM0103
 MM0103                          SUPERSEDED SURVEY CONTROL
 MM0103
 MM0103  NAVD 88 (06/15/91)  853.352  (m)         2799.71   (f) UNKNOWN     1 2
 MM0103  NGVD 29 (02/14/92)  852.995  (m)         2798.53   (f) ADJUSTED    1 2
 MM0103
 MM0103.Superseded values are not recommended for survey control.
 MM0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0103.See file dsdata.txt to determine how the superseded data were derived.
 MM0103
 MM0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL525559(NAD 83)
 MM0103_MARKER: DB = BENCH MARK DISK
 MM0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0103_SP_SET: CONCRETE POST
 MM0103_STAMPING: NORTH PLATTE 1933 2798.607
 MM0103_MARK LOGO: CGS   
 MM0103_PROJECTION: PROJECTING 10 CENTIMETERS
 MM0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0103+STABILITY: SURFACE MOTION
 MM0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0103+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1991
 MM0103
 MM0103  HISTORY     - Date     Condition        Report By
 MM0103  HISTORY     - 1933     MONUMENTED       CGS
 MM0103  HISTORY     - 1934     GOOD             NGS
 MM0103  HISTORY     - 1986     GOOD             NGS
 MM0103  HISTORY     - 19911021 GOOD             NGS
 MM0103
 MM0103                          STATION DESCRIPTION
 MM0103
 MM0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0103'AT NORTH PLATTE.
 MM0103'AT NORTH PLATTE, LINCOLN COUNTY, AT THE SOUTHEAST CORNER OF THE
 MM0103'INTERSECTION OF EIGHTH AND CHESTNUT STREETS, 39 FEET NORTH OF
 MM0103'THE CENTER LINE OF EIGHTH STREET, 36 FEET WEST OF THE CENTER
 MM0103'LINE OF CHESTNUT STREET, AND IN THE NORTHWEST CORNER OF THE
 MM0103'WATER PLANT LAWN.  A STANDARD DISK, STAMPED 2798.607 NORTH
 MM0103'PLATTE 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MM0103'ABOUT 4 INCHES ABOVE GROUND.
 MM0103
 MM0103                          STATION RECOVERY (1934)
 MM0103
 MM0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MM0103'RECOVERED IN GOOD CONDITION.
 MM0103
 MM0103                          STATION RECOVERY (1986)
 MM0103
 MM0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0103'RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT
 MM0103'BENCH MARK IS SOUTH OF 8TH STREET NOT NORTH AS DESCRIBED AND IS INSIDE
 MM0103'OF A CHAIN LINK FENCE CORNER.
 MM0103
 MM0103                          STATION RECOVERY (1991)
 MM0103
 MM0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0103'IN NORTH PLATTE, AT THE INTERSECTION OF 8TH AND CHESTNUT STREETS,
 MM0103'NEAR THE NORTHWEST CORNER OF THE NORTH PLATTE WATER WORKS ENCLOSURE,
 MM0103'12.2 M (40.0 FT) SOUTH OF THE CENTERLINE OF 8TH STREET, 12.0 M (39.4
 MM0103'FT) EAST OF THE CENTER OF CHESTNUT STREET, 0.5 M (1.6 FT) NORTHWEST
 MM0103'OF AN 8-INCH CEDAR TREE, 0.3 M (1.0 FT) SOUTHEAST OF A CHAIN-LINK
 MM0103'FENCE CORNER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF 8TH STREET, AND 0.05
 MM0103'M (0.16 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 MM0103'PROPERTY OWNED BY NORTH PLATTE WATER WORKS, CONTACT--JERRY DEAL,
 MM0103'SUPERINTENDENT, POST OFFICE BOX 490, NORTH PLATTE, NE 69103,
 MM0103'TELEPHONE NUMBER (308) 532-5320.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0419 ***********************************************************************
 MM0419  DESIGNATION -  NORTH PLATTE HIGH SCHOOL CHIM
 MM0419  PID         -  MM0419
 MM0419  STATE/COUNTY-  NE/LINCOLN
 MM0419  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0419
 MM0419                         *CURRENT SURVEY CONTROL
 MM0419  ___________________________________________________________________
 MM0419* NAD 83(1995)-  41 08 07.23874(N)    100 46 33.49923(W)     ADJUSTED  
 MM0419* NAVD 88     -                                                        
 MM0419  ___________________________________________________________________
 MM0419  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 MM0419  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 MM0419
 MM0419  HORZ ORDER  -  THIRD
 MM0419
 MM0419.The horizontal coordinates were established by classical geodetic methods
 MM0419.and adjusted by the National Geodetic Survey in August 1997..
 MM0419
 MM0419
 MM0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0419
 MM0419.The geoid height was determined by GEOID03.
 MM0419
 MM0419;                    North         East     Units Scale Factor Converg.
 MM0419;SPC NE       -   144,849.172   434,868.947   MT  0.99967938   -0 30 51.2
 MM0419;UTM  14      - 4,555,301.696   350,940.726   MT  0.99987346   -1 10 06.7
 MM0419
 MM0419                          SUPERSEDED SURVEY CONTROL
 MM0419
 MM0419  NAD 83(1986)-  41 08 07.24365(N)    100 46 33.50597(W) AD(       ) 4
 MM0419  NAD 27      -  41 08 07.25600(N)    100 46 31.98200(W) AD(       ) 3
 MM0419
 MM0419.Superseded values are not recommended for survey control.
 MM0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0419.See file dsdata.txt to determine how the superseded data were derived.
 MM0419
 MM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5094155302(NAD 83)
 MM0419_MARKER: 85 = CHIMNEY
 MM0419
 MM0419  HISTORY     - Date     Condition        Report By
 MM0419  HISTORY     - 1933     FIRST OBSERVED   CGS
 MM0419  HISTORY     - 20010418 GOOD             USPSQD
 MM0419  HISTORY     - 20030812 GOOD             USPSQD
 MM0419
 MM0419                          STATION DESCRIPTION
 MM0419
 MM0419'DESCRIBED BY US POWER SQUADRON 2001 (BC)
 MM0419'LOCATION IS W 2ND STREEET AND N LINCOLN
 MM0419
 MM0419                          STATION RECOVERY (2003)
 MM0419
 MM0419'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MM0419'STATION FOUND GOOD. HOWEVER, THE HIGH SCHOOL IS BEING TORN DOWN AND
 MM0419'THE HIGH SCHOOL CHIMNEY WILL SOON BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0404 ***********************************************************************
 MM0404  DESIGNATION -  NORTH PLATTE MUN AIRPORT BCN
 MM0404  PID         -  MM0404
 MM0404  STATE/COUNTY-  NE/LINCOLN
 MM0404  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0404
 MM0404                         *CURRENT SURVEY CONTROL
 MM0404  ___________________________________________________________________
 MM0404* NAD 83(1995)-  41 07 42.36693(N)    100 42 21.35016(W)     ADJUSTED  
 MM0404* NAVD 88     -                                                        
 MM0404  ___________________________________________________________________
 MM0404  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 MM0404  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 MM0404
 MM0404  HORZ ORDER  -  THIRD
 MM0404
 MM0404.The horizontal coordinates were established by classical geodetic methods
 MM0404.and adjusted by the National Geodetic Survey in August 1997..
 MM0404
 MM0404
 MM0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0404
 MM0404.The geoid height was determined by GEOID03.
 MM0404
 MM0404;                    North         East     Units Scale Factor Converg.
 MM0404;SPC NE       -   144,031.790   440,741.458   MT  0.99968016   -0 28 04.1
 MM0404;UTM  14      - 4,554,417.138   356,804.593   MT  0.99985237   -1 07 20.2
 MM0404
 MM0404                          SUPERSEDED SURVEY CONTROL
 MM0404
 MM0404  NAD 83(1986)-  41 07 42.37115(N)    100 42 21.35717(W) AD(       ) 4
 MM0404  NAD 27      -  41 07 42.38338(N)    100 42 19.85409(W) AD(       ) 3
 MM0404
 MM0404.Superseded values are not recommended for survey control.
 MM0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0404.See file dsdata.txt to determine how the superseded data were derived.
 MM0404
 MM0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5680554417(NAD 83)
 MM0404_MARKER: 21 = AIRPORT BEACON
 MM0404
 MM0404  HISTORY     - Date     Condition        Report By
 MM0404  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0404  HISTORY     - 1963     GOOD             CGS
 MM0404  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MM0404
 MM0404                          STATION DESCRIPTION
 MM0404
 MM0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0404'THE STATION IS LOCATED ABOUT 2.8 MILES EAST OF THE EAST EDGE
 MM0404'OF NORTH PLATTE NEAR THE SOUTH-CENTRAL EDGE OF THE MUNICIPAL
 MM0404'AIRPORT.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING
 MM0404'A CONTINUOUS SWEEP BEACON, IS PAINTED ALTERNATELY RED AND
 MM0404'WHITE AND HAS AN OVER-ALL HEIGHT OF 45.0 FEET.
 MM0404'
 MM0404'THE POINT OBSERVED UPON WAS THE BEACON LIGHT.
 MM0404'
 MM0404'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 MM0404'30 AND U.S. HIGHWAY NO. 83 IN THE SOUTHWEST PART OF NORTH
 MM0404'PLATTE, GO EAST ON U.S. HIGHWAY NO. 30 FOR 2.8 MILES TO THE
 MM0404'MUNICIPAL AIRPORT ON THE RIGHT AND THE STATION AS DESCRIBED.
 MM0404
 MM0404                          STATION RECOVERY (1963)
 MM0404
 MM0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 MM0404'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MM0404'THIS WAS VERIFIED TO BE THE SAME BEACON THAT WAS POSITIONED
 MM0404'IN 1951.
 MM0404'
 MM0404'NOTE--AIRPORT PARTY 6424 COULD NOT CHECK POSITION (PUBLISHED)
 MM0404'BY 6 FT. IN X AND 10 FT IN Y.
 MM0404
 MM0404                          STATION RECOVERY (1967)
 MM0404
 MM0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JVT)
 MM0404'THE AIRPORT BEACON HAS BEEN MOVED TO A NEW LOCATION AT THE
 MM0404'AIRPORT.
 MM0404'
 MM0404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.8
 MM0404'MILES EAST OF NORTH PLATTE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0413 ***********************************************************************
 MM0413  DESIGNATION -  NORTH PLATTE POST OFFICE CHIM
 MM0413  PID         -  MM0413
 MM0413  STATE/COUNTY-  NE/LINCOLN
 MM0413  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0413
 MM0413                         *CURRENT SURVEY CONTROL
 MM0413  ___________________________________________________________________
 MM0413* NAD 83(1995)-  41 08 13.92270(N)    100 45 48.35273(W)     ADJUSTED  
 MM0413* NAVD 88     -                                                        
 MM0413  ___________________________________________________________________
 MM0413  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 MM0413  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 MM0413
 MM0413  HORZ ORDER  -  THIRD
 MM0413
 MM0413.The horizontal coordinates were established by classical geodetic methods
 MM0413.and adjusted by the National Geodetic Survey in August 1997..
 MM0413
 MM0413
 MM0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0413
 MM0413.The geoid height was determined by GEOID03.
 MM0413
 MM0413;                    North         East     Units Scale Factor Converg.
 MM0413;SPC NE       -   145,045.921   435,923.340   MT  0.99967917   -0 30 21.3
 MM0413;UTM  14      - 4,555,486.426   351,997.500   MT  0.99986959   -1 09 37.1
 MM0413
 MM0413                          SUPERSEDED SURVEY CONTROL
 MM0413
 MM0413  NAD 83(1986)-  41 08 13.92772(N)    100 45 48.35931(W) AD(       ) 4
 MM0413  NAD 27      -  41 08 13.93900(N)    100 45 46.83700(W) AD(       ) 3
 MM0413
 MM0413.Superseded values are not recommended for survey control.
 MM0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0413.See file dsdata.txt to determine how the superseded data were derived.
 MM0413
 MM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5199855486(NAD 83)
 MM0413_MARKER: 85 = CHIMNEY
 MM0413
 MM0413  HISTORY     - Date     Condition        Report By
 MM0413  HISTORY     - 1933     FIRST OBSERVED   CGS
 MM0413  HISTORY     - 20010418 MARK NOT FOUND   USPSQD
 MM0413
 MM0413                          STATION DESCRIPTION
 MM0413
 MM0413'DESCRIBED BY US POWER SQUADRON 2001 (BC)
 MM0413'NO CHIMNEY, NEW POST OFFICE BUILT ON THE SE CORNER OF BAILY AND 3RD
 MM0413'STREET IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0428 ***********************************************************************
 MM0428  DESIGNATION -  NORTH PLATTE PUB PWR WATER TK
 MM0428  PID         -  MM0428
 MM0428  STATE/COUNTY-  NE/LINCOLN
 MM0428  USGS QUAD   -  LAKE MALONEY (1983)
 MM0428
 MM0428                         *CURRENT SURVEY CONTROL
 MM0428  ___________________________________________________________________
 MM0428* NAD 83(1995)-  41 05 09.58683(N)    100 45 34.04849(W)     ADJUSTED  
 MM0428* NAVD 88     -                                                        
 MM0428  ___________________________________________________________________
 MM0428  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 MM0428  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 MM0428
 MM0428  HORZ ORDER  -  THIRD
 MM0428
 MM0428.The horizontal coordinates were established by classical geodetic methods
 MM0428.and adjusted by the National Geodetic Survey in August 1997..
 MM0428
 MM0428
 MM0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0428
 MM0428.The geoid height was determined by GEOID03.
 MM0428
 MM0428;                    North         East     Units Scale Factor Converg.
 MM0428;SPC NE       -   139,358.451   436,206.894   MT  0.99968528   -0 30 11.8
 MM0428;UTM  14      - 4,549,795.026   352,216.179   MT  0.99986880   -1 09 23.4
 MM0428
 MM0428                          SUPERSEDED SURVEY CONTROL
 MM0428
 MM0428  NAD 83(1986)-  41 05 09.59126(N)    100 45 34.05509(W) AD(       ) 4
 MM0428  NAD 27      -  41 05 09.59071(N)    100 45 32.53780(W) AD(       ) 3
 MM0428
 MM0428.Superseded values are not recommended for survey control.
 MM0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0428.See file dsdata.txt to determine how the superseded data were derived.
 MM0428
 MM0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5221649795(NAD 83)
 MM0428_MARKER: 53 = ELEVATED TANK
 MM0428
 MM0428  HISTORY     - Date     Condition        Report By
 MM0428  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0428  HISTORY     - 1958     GOOD             CGS
 MM0428  HISTORY     - 20030812 GOOD             USPSQD
 MM0428
 MM0428                          STATION DESCRIPTION
 MM0428
 MM0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0428'THE STATION IS LOCATED AT THE SITE OF THE PLATTE VALLEY PUBLIC
 MM0428'POWER AND IRRIGATION DISTRICT PENNSTOCK STATION ABOUT 2.8 MILES
 MM0428'SOUTH OF NORTH PLATTE.  IT IS AN EIGHT-LEGGED STEEL STRUCTURE
 MM0428'SUPPORTING THE TANK PROPER, HAS A FLAT ROOF WITH A FINIAL
 MM0428'AT THE CENTER AND HAS AN OVER-ALL HEIGHT OF 185.0 FEET.
 MM0428'
 MM0428'THE POINT OBSERVED UPON WAS THE FINIAL AT THE TOP AND CENTER
 MM0428'OF THE ROOF.
 MM0428'
 MM0428'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 30
 MM0428'AND U.S. HIGHWAY NO. 83 IN THE SOUTHWEST PART OF NORTH PLATTE,
 MM0428'GO SOUTH AND EAST ON U.S. HIGHWAY NO. 83 FOR 3.6 MILES TO THE
 MM0428'PENNSTOCK STATION ON THE RIGHT AND THE STATION AS DESCRIBED.
 MM0428
 MM0428                          STATION RECOVERY (1958)
 MM0428
 MM0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MM0428'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 MM0428'DESCRIPTION IS ADEQUATE AND COMPLETE.
 MM0428
 MM0428                          STATION RECOVERY (2003)
 MM0428
 MM0428'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MM0428'STATION FOUND GOOD.  THE 1951 DESCRIPTION IS ADEQUATE, HOWEVER, THE
 MM0428'ROAD 3.6 MILES SOUTH OF HIGHWAY 30 IS STATE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0402 ***********************************************************************
 MM0402  DESIGNATION -  NORTH PLATTE RAD RNG CEN MAST
 MM0402  PID         -  MM0402
 MM0402  STATE/COUNTY-  NE/LINCOLN
 MM0402  USGS QUAD   -  MAXWELL SW (1983)
 MM0402
 MM0402                         *CURRENT SURVEY CONTROL
 MM0402  ___________________________________________________________________
 MM0402* NAD 83(1995)-  41 05 19.54919(N)    100 41 51.90130(W)     ADJUSTED  
 MM0402* NAVD 88     -                                                        
 MM0402  ___________________________________________________________________
 MM0402  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 MM0402  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 MM0402
 MM0402  HORZ ORDER  -  THIRD
 MM0402
 MM0402.The horizontal coordinates were established by classical geodetic methods
 MM0402.and adjusted by the National Geodetic Survey in August 1997..
 MM0402
 MM0402
 MM0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0402
 MM0402.The geoid height was determined by GEOID03.
 MM0402
 MM0402;                    North         East     Units Scale Factor Converg.
 MM0402;SPC NE       -   139,621.989   441,392.580   MT  0.99968493   -0 27 44.6
 MM0402;UTM  14      - 4,549,999.446   357,405.438   MT  0.99985025   -1 06 57.6
 MM0402
 MM0402                          SUPERSEDED SURVEY CONTROL
 MM0402
 MM0402  NAD 83(1986)-  41 05 19.55358(N)    100 41 51.90791(W) AD(       ) 4
 MM0402  NAD 27      -  41 05 19.55683(N)    100 41 50.40281(W) AD(       ) 3
 MM0402
 MM0402.Superseded values are not recommended for survey control.
 MM0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0402.See file dsdata.txt to determine how the superseded data were derived.
 MM0402
 MM0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5740549999(NAD 83)
 MM0402_MARKER: 27 = RADIO RANGE MAST
 MM0402
 MM0402  HISTORY     - Date     Condition        Report By
 MM0402  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0402  HISTORY     - 1961     GOOD             CGS
 MM0402  HISTORY     - 1963     GOOD             CGS
 MM0402  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MM0402  HISTORY     - 1967     GOOD             NEDR
 MM0402  HISTORY     - 20030812 MARK NOT FOUND   USPSQD
 MM0402
 MM0402                          STATION DESCRIPTION
 MM0402
 MM0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0402'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF NORTH
 MM0402'PLATTE.  IT IS A SELF SUPPORTING STEEL STRUCTURE PAINTED
 MM0402'ALTERNATELY RED AND WHITE AND HAS AN OVER-ALL HEIGHT OF 134.0
 MM0402'FEET.  IT IS THE CENTER ONE OF FIVE MAST OF THE SAME HEIGHT
 MM0402'AND IS IN THE EXACT CENTER OF A SQUARE FORMED BY THE OTHER
 MM0402'FOUR MAST, 34.0 FEET SOUTH OF A BRICK CONTROL SHACK AND
 MM0402'SURROUNDED BY A LOW FENCE.
 MM0402'
 MM0402'THE POINT OBSEVED UPON WAS THE TOP AND CENTER OF THE MAST.
 MM0402'
 MM0402'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE LINCOLN
 MM0402'COUNTY COURTHOUSE SQUARE IN NORTH PLATTE, GO NORTH AND EAST ON
 MM0402'U.S. HIGHWAY NO. 83 FOR 5.8 MILES TO WHERE U.S. HIGHWAY NO. 83
 MM0402'TURNS RIGHT, CONTINUE STRAIGHT AHEAD EAST ON A GRAVELED ROAD FOR
 MM0402'1.0 MILE TO A DRIVEWAY ON THE RIGHT LEADING INTO THE RADIO
 MM0402'RANGE STATION AND THE STATION AS DESCRIBED.
 MM0402
 MM0402                          STATION RECOVERY (1961)
 MM0402
 MM0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WEW)
 MM0402'THE STATION IS LOCATED ABOUT 3.4 MILES SOUTH AND 3.5 MILES
 MM0402'EAST OF THE COURT HOUSE IN NORTH PLATTE IN THE NORTHEAST
 MM0402'CORNER OF THE NE 1/4 OF SECTION 24, T13N, R30W.
 MM0402'
 MM0402'TO REACH THE STATION FROM THE COURT HOUSE, PROCEED SOUTH ON
 MM0402'HIGHWAY NO. 83 ACROSS THE SOUTH PLATTE RIVER FOR 3.4 MILES TO
 MM0402'AN INTERSECTION WITH A COUNTY ROAD, TURN LEFT (EAST) AND FOLLOW
 MM0402'COUNTY ROAD FOR 3.7 MILES TO TOWER ON THE RIGHT.
 MM0402'
 MM0402'THE LIGHT ON TOP OF THE CENTER MAST WAS USED FOR THE SIGHT.
 MM0402'
 MM0402'PROBABLY LOCATED IN 1951 AS NORTH PLATTE RADIO RANGE CENTER MAST.
 MM0402
 MM0402                          STATION RECOVERY (1963)
 MM0402
 MM0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 MM0402'THIS STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MM0402'THE 4 OUTSIDE TOWERS MAY BE REMOVED FROM THIS SITE, WHICH NOW
 MM0402'FUNCTIONS AS A HOMER FACILITY FOR THE NORTH PLATTE MUNICIPAL
 MM0402'AIRPORT.
 MM0402
 MM0402                          STATION RECOVERY (1967)
 MM0402
 MM0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JVT)
 MM0402'THE FOUR CORNER MAST HAVE BEEN DISMANTLED, HOWEVER, THE CENTER
 MM0402'MAST REMAINS IN TACT.
 MM0402'
 MM0402'THE FACILITY IS NOW KNOWN AS RBN LBF.
 MM0402'
 MM0402'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.5
 MM0402'MILES SOUTHEAST OF NORTH PLATTE.
 MM0402
 MM0402                          STATION RECOVERY (1967)
 MM0402
 MM0402'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0402'THE STATION WAS FOUND AS DESCRIBED.  FOLLOWING IS A NEW AND
 MM0402'COMPLETE DESCRIPTION--
 MM0402'
 MM0402'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF NORTH
 MM0402'PLATTE.  IT IS A SELF SUPPORTING STEEL STRUCTURE, PAINTED
 MM0402'ALTERNATELY RED AND WHITE, AND HAS AN OVERALL HEIGHT OF 134.0
 MM0402'FT.  IT IS THE ONLY MAST REMAINING OF THE ORIGINAL 5 AND IS
 MM0402'IN THE CENTER OF THE FOUR CONCRETE BASES UPON WHICH THE OTHER
 MM0402'STRUCTURES WERE ERECTED.  IT IS BELIEVED TO BE THE SAME SIGHT
 MM0402'AS DESCRIBED IN 1951.  IT IS 34.0 FT. SOUTH OF A BRICK CONTROL
 MM0402'SHACK SURROUNDED BY A FENCE.
 MM0402'
 MM0402'TO REACH STATION FROM NORTHWEST CORNER OF LINCOLN COUNTY COURT
 MM0402'HOUSE, GO SOUTH ON HIGHWAY 83 FOR 3.35 MILES TO A COUNTY ROAD
 MM0402'INTERSECTION, TURN LEFT (EAST) AND GO 3.60 MILES TO STATION
 MM0402'ON RIGHT.
 MM0402
 MM0402                          STATION RECOVERY (2003)
 MM0402
 MM0402'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MM0402'STATION NOT FOUND. SITE LOCATED. RADIO MASTS AND CONCRETE BASES NO
 MM0402'LONGER EXIST. SITE IS NOW IN THE MIDDLE OF A CORN FIELD, ON PROPERTY
 MM0402'OF LONG-TIME NORTH PLATTE RESIDENT, BERNIE PEEPER. ACCORDING TO MR.
 MM0402'PEEPER ALL OF THE MASTS AND CONCRETE ARE NO LONGER THERE. THE COUNTY
 MM0402'ROAD REFERENCED IN THE 1967 DESCRIPTION 3.35 SOUTH OF THE COURT HOUSE
 MM0402'IS STATE FARM ROAD. THIS STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0418 ***********************************************************************
 MM0418  DESIGNATION -  NORTH PLATTE RAD STA KODY MAST
 MM0418  PID         -  MM0418
 MM0418  STATE/COUNTY-  NE/LINCOLN
 MM0418  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0418
 MM0418                         *CURRENT SURVEY CONTROL
 MM0418  ___________________________________________________________________
 MM0418* NAD 83(1995)-  41 08 55.60201(N)    100 46 42.40242(W)     ADJUSTED  
 MM0418* NAVD 88     -                                                        
 MM0418  ___________________________________________________________________
 MM0418  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 MM0418  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 MM0418
 MM0418  HORZ ORDER  -  THIRD
 MM0418
 MM0418.The horizontal coordinates were established by classical geodetic methods
 MM0418.and adjusted by the National Geodetic Survey in August 1997..
 MM0418
 MM0418
 MM0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0418
 MM0418.The geoid height was determined by GEOID03.
 MM0418
 MM0418;                    North         East     Units Scale Factor Converg.
 MM0418;SPC NE       -   146,342.460   434,674.801   MT  0.99967790   -0 30 57.1
 MM0418;UTM  14      - 4,556,797.396   350,763.615   MT  0.99987411   -1 10 13.7
 MM0418
 MM0418                          SUPERSEDED SURVEY CONTROL
 MM0418
 MM0418  NAD 83(1986)-  41 08 55.60640(N)    100 46 42.40945(W) AD(       ) 4
 MM0418  NAD 27      -  41 08 55.61314(N)    100 46 40.88573(W) AD(       ) 3
 MM0418
 MM0418.Superseded values are not recommended for survey control.
 MM0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0418.See file dsdata.txt to determine how the superseded data were derived.
 MM0418
 MM0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5076456797(NAD 83)
 MM0418_MARKER: 42 = RADIO/TV MAST
 MM0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0418+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 MM0418
 MM0418  HISTORY     - Date     Condition        Report By
 MM0418  HISTORY     - 1951     FIRST OBSERVED   CGS
 MM0418  HISTORY     - 1958     GOOD             CGS
 MM0418  HISTORY     - 1967     MARK NOT FOUND   NEDR
 MM0418  HISTORY     - 20010418 GOOD             USPSQD
 MM0418
 MM0418                          STATION DESCRIPTION
 MM0418
 MM0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0418'THE STATION IS LOCATED JUST NORTH OF U.S. HIGHWAY NO. 30
 MM0418'IN THE NORTHWEST CORNER OF NORTH PLATTE.  IT IS A SELF SUPPORTING
 MM0418'FOUR-LEGGED STEEL STRUCTURE, IS PAINTED ALTERNATELY RED AND
 MM0418'WHITE WITH A RED FLASHING LIGHT AT THE TOP OF THE MAST AND HAS
 MM0418'AN OVERALL HEIGHT OF 190.0 FEET.
 MM0418'
 MM0418'THE POINT OBSERVED UPON WAS THE RED FLASHING LIGHT AT THE TOP
 MM0418'OF THE MAST.
 MM0418
 MM0418                          STATION RECOVERY (1958)
 MM0418
 MM0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MM0418'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 MM0418'DESCRIPTION IS ADEQUATE AND COMPLETE.
 MM0418
 MM0418                          STATION RECOVERY (1967)
 MM0418
 MM0418'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0418'STATION NORTH PLATTE RADIO STATION K.O.D.Y. COULD NOT BE FOUND.
 MM0418'PROBABLY TOWER WAS CHANGED TO A NEW LOCATION.
 MM0418
 MM0418                          STATION RECOVERY (2001)
 MM0418
 MM0418'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 MM0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0403 ***********************************************************************
 MM0403  DESIGNATION -  NORTH PLATTE TV STA KNOP MAST
 MM0403  PID         -  MM0403
 MM0403  STATE/COUNTY-  NE/LINCOLN
 MM0403  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0403
 MM0403                         *CURRENT SURVEY CONTROL
 MM0403  ___________________________________________________________________
 MM0403* NAD 83(1995)-  41 12 17.22940(N)    100 44 04.52212(W)     ADJUSTED  
 MM0403* NAVD 88     -                                                        
 MM0403  ___________________________________________________________________
 MM0403  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 MM0403  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 MM0403
 MM0403  HORZ ORDER  -  THIRD
 MM0403
 MM0403.The horizontal coordinates were established by classical geodetic methods
 MM0403.and adjusted by the National Geodetic Survey in August 1997..
 MM0403
 MM0403
 MM0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0403
 MM0403.The geoid height was determined by GEOID03.
 MM0403
 MM0403;                    North         East     Units Scale Factor Converg.
 MM0403;SPC NE       -   152,528.067   438,407.798   MT  0.99967232   -0 29 12.5
 MM0403;UTM  14      - 4,562,941.083   354,567.845   MT  0.99986031   -1 08 34.3
 MM0403
 MM0403                          SUPERSEDED SURVEY CONTROL
 MM0403
 MM0403  NAD 83(1986)-  41 12 17.23376(N)    100 44 04.52957(W) AD(       ) 4
 MM0403  NAD 27      -  41 12 17.24100(N)    100 44 03.00630(W) AD(       ) 3
 MM0403
 MM0403.Superseded values are not recommended for survey control.
 MM0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0403.See file dsdata.txt to determine how the superseded data were derived.
 MM0403
 MM0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5456862941(NAD 83)
 MM0403_MARKER: 42 = RADIO/TV MAST
 MM0403
 MM0403  HISTORY     - Date     Condition        Report By
 MM0403  HISTORY     - 1961     FIRST OBSERVED   CGS
 MM0403  HISTORY     - 20030812 GOOD             USPSQD
 MM0403
 MM0403                          STATION DESCRIPTION
 MM0403
 MM0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WEW)
 MM0403'THE STATION IS LOCATED ABOUT 1.5 MILE EAST AND 4.7 MILES NORTH
 MM0403'OF THE COURT HOUSE IN NORTH PLATTE IN THE NORTHEAST CORNER OF
 MM0403'THE NE 1/4 OF SECTION 10, T14N R30W.
 MM0403'
 MM0403'TO REACH THE STATION FROM THE COURT HOUSE, PROCEED NORTH ON
 MM0403'HIGHWAY 83 ACROSS THE NORTH PLATTE RIVER FOR ABOUT 4.2 MILES TO
 MM0403'A Y INTERCHANGE.  (HIGHWAY NO. 97 ANGLES NORTHWEST).  CONTINUE
 MM0403'ON HIGHWAY NO. 83 NORTHEAST FOR APPROXIMATELY ONE MILE TO KNOP
 MM0403'DRIVEWAY ON THE RIGHT, TURN RIGHT (SOUTHEAST) AND FOLLOW DRIVEWAY
 MM0403'FOR ABOUT 800 FEET TO THE TOWER.  THE TOWER IS ABOUT 500 FEET
 MM0403'FROM THE CENTERLINE OF THE HIGHWAY.
 MM0403'
 MM0403'THE LIGHT ON TOP AT THE CENTER OF THE MAST WAS USED FOR THE
 MM0403'SIGHT.
 MM0403
 MM0403                          STATION RECOVERY (2003)
 MM0403
 MM0403'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MM0403'STATION FOUND GOOD.  THE 1961 DESCRIPTION IS SUFFICIENT.  THE TOWER IS
 MM0403'ALTERNATING RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0869 ***********************************************************************
 MK0869  DESIGNATION -  NORTHBEND
 MK0869  PID         -  MK0869
 MK0869  STATE/COUNTY-  NE/DODGE
 MK0869  USGS QUAD   -  NORTH BEND (1968)
 MK0869
 MK0869                         *CURRENT SURVEY CONTROL
 MK0869  ___________________________________________________________________
 MK0869* NAD 83(1986)-  41 27 44.     (N)    096 46 50.     (W)     SCALED    
 MK0869* NAVD 88     -       388.266  (meters)    1273.84   (feet)  ADJUSTED  
 MK0869  ___________________________________________________________________
 MK0869  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 MK0869  DYNAMIC HT  -         388.102 (meters)    1273.30  (feet)  COMP
 MK0869  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 MK0869
 MK0869  VERT ORDER  -  SECOND    CLASS 0
 MK0869
 MK0869.The horizontal coordinates were scaled from a topographic map and have
 MK0869.an estimated accuracy of +/- 6 seconds.
 MK0869
 MK0869.The orthometric height was determined by differential leveling
 MK0869.and adjusted by the National Geodetic Survey in June 1991..
 MK0869
 MK0869.The geoid height was determined by GEOID03.
 MK0869
 MK0869.The dynamic height is computed by dividing the NAVD 88
 MK0869.geopotential number by the normal gravity value computed on the
 MK0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0869.degrees latitude (g = 980.6199 gals.).
 MK0869
 MK0869.The modeled gravity was interpolated from observed gravity values.
 MK0869
 MK0869;                    North         East    Units  Estimated Accuracy
 MK0869;SPC NE       -   185,850.      768,810.      MT  (+/- 180 meters Scaled)
 MK0869
 MK0869                          SUPERSEDED SURVEY CONTROL
 MK0869
 MK0869  NGVD 29 (??/??/92)  388.116  (m)         1273.34   (f) ADJ UNCH    2 0
 MK0869
 MK0869.Superseded values are not recommended for survey control.
 MK0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0869.See file dsdata.txt to determine how the superseded data were derived.
 MK0869
 MK0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL853924(NAD 83)
 MK0869_MARKER: DB = BENCH MARK DISK
 MK0869_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MK0869_SP_SET: WATER TANK PEDESTAL
 MK0869_STAMPING: NORTHBEND 1934
 MK0869_MARK LOGO: CGS   
 MK0869_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0869+STABILITY: SURFACE MOTION
 MK0869
 MK0869  HISTORY     - Date     Condition        Report By
 MK0869  HISTORY     - 1934     MONUMENTED       CGS
 MK0869  HISTORY     - 1935     GOOD             NGS
 MK0869  HISTORY     - 1950     GOOD             NGS
 MK0869  HISTORY     - 19961023 GOOD             NGS
 MK0869
 MK0869                          STATION DESCRIPTION
 MK0869
 MK0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK0869'IN NORTHBEND.
 MK0869'IN NORTHBEND.  IN THE NORTHEAST PEDISTAL OF THE CITY WATER TANK.
 MK0869'34.0 FEET SOUTH OF SOUTH ENTRANCE TO CITY WATER AND LIGHT DEPT.,
 MK0869'30.0 FEET SOUTH OF SOUTHEAST CORNER OF CITY FIRE DEPARTMENT
 MK0869'BUILDING, AND ABOUT 0.4 FOOT ABOVE THE GROUND.
 MK0869
 MK0869                          STATION RECOVERY (1950)
 MK0869
 MK0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK0869'RECOVERED IN GOOD CONDITION.
 MK0869
 MK0869                          STATION RECOVERY (1996)
 MK0869
 MK0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (TR)
 MK0869'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9082 ***********************************************************************
 DG9082  DESIGNATION -  NORTHBEND RESET
 DG9082  PID         -  DG9082
 DG9082  STATE/COUNTY-  NE/DODGE
 DG9082  USGS QUAD   -  NORTH BEND (1968)
 DG9082
 DG9082                         *CURRENT SURVEY CONTROL
 DG9082  ___________________________________________________________________
 DG9082* NAD 83(1986)-  41 27 44.     (N)    096 46 50.     (W)     SCALED    
 DG9082* NAVD 88     -       387.97   (meters)    1272.9    (feet)  RESET     
 DG9082  ___________________________________________________________________
 DG9082  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DG9082
 DG9082  VERT ORDER  -  THIRD
 DG9082
 DG9082.The horizontal coordinates were scaled from a topographic map and have
 DG9082.an estimated accuracy of +/- 6 seconds.
 DG9082
 DG9082.The orthometric height was computed from unverified reset data.
 DG9082.No vertical observational check was made to the station.
 DG9082
 DG9082.The geoid height was determined by GEOID03.
 DG9082
 DG9082;                    North         East    Units  Estimated Accuracy
 DG9082;SPC NE       -   185,850.      768,810.      MT  (+/- 180 meters Scaled)
 DG9082
 DG9082                          SUPERSEDED SURVEY CONTROL
 DG9082
 DG9082.No superseded survey control is available for this station.
 DG9082
 DG9082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL853924(NAD 83)
 DG9082_MARKER: DD = SURVEY DISK
 DG9082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9082_STAMPING: NORTHBEND RESET 2004
 DG9082_MARK LOGO: NEDR  
 DG9082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9082+STABILITY: SURFACE MOTION
 DG9082
 DG9082  HISTORY     - Date     Condition        Report By
 DG9082  HISTORY     - 2004     MONUMENTED       NEDR
 DG9082
 DG9082                          STATION DESCRIPTION
 DG9082
 DG9082'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 DG9082'IN NORTHBEND, APPROXIMATELY 650 FEET (198.1 M) SOUTH OF THE JUNCTION
 DG9082'OF HIGHWAY 79 AND HIGHWAY 30, 77.4 FEET (23.6 M) WEST OF THE
 DG9082'CENTERLINE OF HIGHWAY 79, 18.5 FEET (5.6 M) SOUTH OF THE CENTERLINE OF
 DG9082'A DIRT DRIVE, 22.58 FEET (6.88 M) WEST OF THE SOUTH END OF CULVERT,
 DG9082'1.2 FEET (0.4 M) EAST OF A FIBERGLASS WITNESS POST.  A BRASS CAP SET
 DG9082'IN CONCRETE MONUMENT.  NEAR CENTER SECTION 7 T17N R6E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0518 ***********************************************************************
 MN0518  DESIGNATION -  NORTHPORT WATER TANK
 MN0518  PID         -  MN0518
 MN0518  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0518  USGS QUAD   -  BRIDGEPORT (1965)
 MN0518
 MN0518                         *CURRENT SURVEY CONTROL
 MN0518  ___________________________________________________________________
 MN0518* NAD 83(1995)-  41 41 07.29379(N)    103 06 02.37936(W)     ADJUSTED  
 MN0518* NAVD 88     -                                                        
 MN0518  ___________________________________________________________________
 MN0518  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 MN0518  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 MN0518
 MN0518  HORZ ORDER  -  THIRD
 MN0518
 MN0518.The horizontal coordinates were established by classical geodetic methods
 MN0518.and adjusted by the National Geodetic Survey in August 1997..
 MN0518
 MN0518
 MN0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0518
 MN0518.The geoid height was determined by GEOID03.
 MN0518
 MN0518;                    North         East     Units Scale Factor Converg.
 MN0518;SPC NE       -   210,249.100   241,988.454   MT  0.99966349   -2 03 17.3
 MN0518;UTM  13      - 4,616,585.785   658,074.646   MT  0.99990750   +1 15 48.2
 MN0518
 MN0518                          SUPERSEDED SURVEY CONTROL
 MN0518
 MN0518  NAD 83(1995)-  41 41 07.29353(N)    103 06 02.37958(W) AD(       ) 4
 MN0518  NAD 83(1986)-  41 41 07.28714(N)    103 06 02.38167(W) AD(       ) 4
 MN0518  NAD 27      -  41 41 07.39000(N)    103 06 00.62000(W) AD(       ) 3
 MN0518
 MN0518.Superseded values are not recommended for survey control.
 MN0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0518.See file dsdata.txt to determine how the superseded data were derived.
 MN0518
 MN0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG5807516586(NAD 83)
 MN0518_MARKER: 51 = TANK
 MN0518
 MN0518  HISTORY     - Date     Condition        Report By
 MN0518  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0518
 MN0518                          STATION DESCRIPTION
 MN0518
 MN0518'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1897 ***********************************************************************
 MK1897  DESIGNATION -  NORTHWESTERN PUB SERV CO S TWR
 MK1897  PID         -  MK1897
 MK1897  STATE/COUNTY-  NE/BUTLER
 MK1897  USGS QUAD   -  COLUMBUS (1976)
 MK1897
 MK1897                         *CURRENT SURVEY CONTROL
 MK1897  ___________________________________________________________________
 MK1897* NAD 83(1995)-  41 22 59.77103(N)    097 15 21.40084(W)     ADJUSTED  
 MK1897* NAVD 88     -                                                        
 MK1897  ___________________________________________________________________
 MK1897  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 MK1897  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 MK1897
 MK1897  HORZ ORDER  -  THIRD
 MK1897
 MK1897.The horizontal coordinates were established by classical geodetic methods
 MK1897.and adjusted by the National Geodetic Survey in August 1997..
 MK1897
 MK1897
 MK1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1897
 MK1897.The geoid height was determined by GEOID03.
 MK1897
 MK1897;                    North         East     Units Scale Factor Converg.
 MK1897;SPC NE       -   175,723.024   729,412.693   MT  0.99966087   +1 49 06.5
 MK1897;UTM  14      - 4,582,772.570   645,827.652   MT  0.99986171   +1 09 11.5
 MK1897
 MK1897                          SUPERSEDED SURVEY CONTROL
 MK1897
 MK1897  NAD 83(1986)-  41 22 59.77824(N)    097 15 21.40216(W) AD(       ) 4
 MK1897  NAD 27      -  41 22 59.73800(N)    097 15 20.27200(W) AD(       ) 3
 MK1897
 MK1897.Superseded values are not recommended for survey control.
 MK1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1897.See file dsdata.txt to determine how the superseded data were derived.
 MK1897
 MK1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4582882773(NAD 83)
 MK1897_MARKER: 55 = TOWER
 MK1897
 MK1897  HISTORY     - Date     Condition        Report By
 MK1897  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1897
 MK1897                          STATION DESCRIPTION
 MK1897
 MK1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1897'POINT OBSERVED UPON IS THE CENTER OF THE TOP OF THE 100-FOOT
 MK1897'STEEL TRANSMISSION TOWER OF THE NORTHWESTERN PUBLIC SERVICE COMPANY,
 MK1897'ABOUT 6.0 MILES A LITTLE SOUTH OF EAST OF THE CITY OF COLUMBUS,
 MK1897'ON THE SOUTH BANK OF PLATTE RIVER.  THIS STATION IS APPROXIMATELY
 MK1897'0.3 MILE SOUTH OF NORTHWESTERN PUBLIC SERVICE CO., NORTH TOWER,
 MK1897'AND IS JUST ACROSS THE RIVER FROM IT.
 MK1897'
 MK1897'OBSERVED UPON FROM STATIONS LINWOOD, RAIL, COLUMBUS, AND MONROE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1900 ***********************************************************************
 MK1900  DESIGNATION -  NORTHWESTERN PUB SERV CO N TWR
 MK1900  PID         -  MK1900
 MK1900  STATE/COUNTY-  NE/PLATTE
 MK1900  USGS QUAD   -  COLUMBUS (1976)
 MK1900
 MK1900                         *CURRENT SURVEY CONTROL
 MK1900  ___________________________________________________________________
 MK1900* NAD 83(1995)-  41 23 24.91143(N)    097 15 14.85426(W)     ADJUSTED  
 MK1900* NAVD 88     -                                                        
 MK1900  ___________________________________________________________________
 MK1900  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 MK1900  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 MK1900
 MK1900  HORZ ORDER  -  THIRD
 MK1900
 MK1900.The horizontal coordinates were established by classical geodetic methods
 MK1900.and adjusted by the National Geodetic Survey in August 1997..
 MK1900
 MK1900
 MK1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1900
 MK1900.The geoid height was determined by GEOID03.
 MK1900
 MK1900;                    North         East     Units Scale Factor Converg.
 MK1900;SPC NE       -   176,502.788   729,540.054   MT  0.99966062   +1 49 10.9
 MK1900;UTM  14      - 4,583,550.959   645,964.086   MT  0.99986220   +1 09 16.4
 MK1900
 MK1900                          SUPERSEDED SURVEY CONTROL
 MK1900
 MK1900  NAD 83(1986)-  41 23 24.91858(N)    097 15 14.85526(W) AD(       ) 4
 MK1900  NAD 27      -  41 23 24.87900(N)    097 15 13.72600(W) AD(       ) 3
 MK1900
 MK1900.Superseded values are not recommended for survey control.
 MK1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1900.See file dsdata.txt to determine how the superseded data were derived.
 MK1900
 MK1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4596483551(NAD 83)
 MK1900_MARKER: 55 = TOWER
 MK1900
 MK1900  HISTORY     - Date     Condition        Report By
 MK1900  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1900
 MK1900                          STATION DESCRIPTION
 MK1900
 MK1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1900'POINT OBSERVED UPON IS THE CENTER OF THE TOP OF THE 100-FOOT STEEL
 MK1900'TRANSMISSION TOWER OF THE NORTHWESTERN PUBLIC SERVICE COMPANY,
 MK1900'ABOUT 6.0 MILES A LITTLE SOUTH OF EAST OF THE CITY OF COLUMBUS,
 MK1900'ON THE NORTH BANK OF PLATTE RIVER.
 MK1900'
 MK1900'TO REACH FROM COLUMBUS (STANDARD OIL STATION AT THIRTEENTH STREET
 MK1900'AND U.S. HIGHWAY 30), GO NORTH ON U.S. HIGHWAY 30 FOR 0.6 MILE,
 MK1900'TURN RIGHT (EAST) AND GO 5.4 MILES, TURN RIGHT (SOUTH) ON A
 MK1900'GRAVELED ROAD AND GO 3.0 MILES TO A WIRE GATE.  PROCEED ABOUT
 MK1900'1/4 MILE SOUTH TO STATION.
 MK1900'
 MK1900'OBSERVED UPON FROM STATIONS LINWOOD, RAIL, COLUMBUS, AND MONROE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0735 ***********************************************************************
 NP0735  DESIGNATION -  NUNN
 NP0735  PID         -  NP0735
 NP0735  STATE/COUNTY-  NE/SIOUX
 NP0735  USGS QUAD   -  CHALK BUTTES (1963)
 NP0735
 NP0735                         *CURRENT SURVEY CONTROL
 NP0735  ___________________________________________________________________
 NP0735* NAD 83(1995)-  42 11 43.98175(N)    103 56 37.69775(W)     ADJUSTED  
 NP0735* NAVD 88     -      1472.3    (meters)    4830.     (feet)  VERTCON   
 NP0735  ___________________________________________________________________
 NP0735  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 NP0735  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 NP0735
 NP0735  HORZ ORDER  -  THIRD
 NP0735
 NP0735.The horizontal coordinates were established by classical geodetic methods
 NP0735.and adjusted by the National Geodetic Survey in August 1997..
 NP0735
 NP0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0735
 NP0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0735
 NP0735.The geoid height was determined by GEOID03.
 NP0735
 NP0735;                    North         East     Units Scale Factor Converg.
 NP0735;SPC NE       -   269,698.692   174,455.611   MT  0.99973101   -2 36 48.8
 NP0735;UTM  13      - 4,672,028.231   587,203.734   MT  0.99969357   +0 42 34.0
 NP0735
 NP0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0735!SPC NE       -   0.99977192  x   0.99973101  =   0.99950299
 NP0735!UTM  13      -   0.99977192  x   0.99969357  =   0.99946556
 NP0735
 NP0735:                Primary Azimuth Mark                     Grid Az
 NP0735:SPC NE       -  JAMES                                    265 59 15.7
 NP0735:UTM  13      -  JAMES                                    262 39 52.9
 NP0735
 NP0735|---------------------------------------------------------------------|
 NP0735| PID    Reference Object                     Distance      Geod. Az  |
 NP0735|                                                           dddmmss.s |
 NP0735| NQ0463 JAMES                               APPROX.14.2 KM 2632226.9 |
 NP0735|---------------------------------------------------------------------|
 NP0735
 NP0735                          SUPERSEDED SURVEY CONTROL
 NP0735
 NP0735  NAD 83(1995)-  42 11 43.98125(N)    103 56 37.69822(W) AD(       ) 3
 NP0735  NAD 83(1986)-  42 11 43.96368(N)    103 56 37.71042(W) AD(       ) 3
 NP0735  NGVD 29 (09/11/89) 1471.5    (m)         4828.     (f) VERT ANG       
 NP0735
 NP0735.Superseded values are not recommended for survey control.
 NP0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0735.See file dsdata.txt to determine how the superseded data were derived.
 NP0735
 NP0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG8720472028(NAD 83)
 NP0735_MARKER: DS = TRIANGULATION STATION DISK
 NP0735_SETTING: 0 = UNSPECIFIED SETTING
 NP0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0735
 NP0735  HISTORY     - Date     Condition        Report By
 NP0735  HISTORY     - 1963     MONUMENTED       USGS
 NP0735
 NP0735                          STATION DESCRIPTION
 NP0735
 NP0735'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 NP0735'STATION LOCATED ABOUT 16.5 MI. N. AND 0.5 MI. W. OF MORRIAL, SCOTTS
 NP0735'BLUFF COUNTY, NEBRASKA, IN SIOUX COUNTY, ABOUT 1.5 MI. W-SW. OF
 NP0735'RANCH BUILDINGS, IN SEC. 24, T 26 N, R 57 W, IN SE. 1/4 OF SECTION,
 NP0735'ABOUT 0.25 MI. S. OF WOODEN WINDMILL, ABOUT 300 FT. S. OF E-W. FENCE,
 NP0735'ON HIGHEST HILL OF PROMINENT GROUND IN THIS VICINITY.
 NP0735'
 NP0735'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING
 NP0735'0.3 FT., STAMPED---NUNN-ET 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0820 ***********************************************************************
 LG0820  DESIGNATION -  NUTTER
 LG0820  PID         -  LG0820
 LG0820  STATE/COUNTY-  NE/JEFFERSON
 LG0820  USGS QUAD   -  ENDICOTT (1970)
 LG0820
 LG0820                         *CURRENT SURVEY CONTROL
 LG0820  ___________________________________________________________________
 LG0820* NAD 83(1995)-  40 00 41.01398(N)    097 07 04.45110(W)     ADJUSTED  
 LG0820* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 LG0820  ___________________________________________________________________
 LG0820  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 LG0820  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 LG0820
 LG0820  HORZ ORDER  -  FIRST
 LG0820
 LG0820.The horizontal coordinates were established by classical geodetic methods
 LG0820.and adjusted by the National Geodetic Survey in August 1997..
 LG0820
 LG0820.The orthometric height was scaled from a topographic map.
 LG0820
 LG0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0820
 LG0820.The geoid height was determined by GEOID03.
 LG0820
 LG0820;                    North         East     Units Scale Factor Converg.
 LG0820;SPC NE       -    23,872.234   746,025.632   MT  0.99999487   +1 54 35.8
 LG0820;SPC KS N     -   186,661.710   475,315.333   MT  1.00004496   +0 33 29.2
 LG0820;UTM  14      - 4,430,718.315   660,633.593   MT  0.99991766   +1 12 37.2
 LG0820
 LG0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0820!SPC NE       -   0.99992720  x   0.99999487  =   0.99992207
 LG0820!SPC KS N     -   0.99992720  x   1.00004496  =   0.99997216
 LG0820!UTM  14      -   0.99992720  x   0.99991766  =   0.99984487
 LG0820
 LG0820:                Primary Azimuth Mark                     Grid Az
 LG0820:SPC NE       -  JANSEN MUNICIPAL TANK                    006 50 41.6
 LG0820:SPC KS N     -  JANSEN MUNICIPAL TANK                    008 11 48.2
 LG0820:UTM  14      -  JANSEN MUNICIPAL TANK                    007 32 40.2
 LG0820
 LG0820|---------------------------------------------------------------------|
 LG0820| PID    Reference Object                     Distance      Geod. Az  |
 LG0820|                                                           dddmmss.s |
 LG0820| LG0818 JANSEN MUNICIPAL TANK               APPROX.19.5 KM 0084517.4 |
 LG0820| CO1948 NUTTER AZ MK                                       1532535.2 |
 LG0820| CO1949 NUTTER RM 1                         316.040 METERS 29105     |
 LG0820| CO1950 NUTTER RM 2                         156.132 METERS 31655     |
 LG0820|---------------------------------------------------------------------|
 LG0820
 LG0820                          SUPERSEDED SURVEY CONTROL
 LG0820
 LG0820  NAD 83(1986)-  40 00 41.01941(N)    097 07 04.44963(W) AD(       ) 1
 LG0820  NAD 27      -  40 00 41.00400(N)    097 07 03.33400(W) AD(       ) 1
 LG0820
 LG0820.Superseded values are not recommended for survey control.
 LG0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0820.See file dsdata.txt to determine how the superseded data were derived.
 LG0820
 LG0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6063430718(NAD 83)
 LG0820_MARKER: DS = TRIANGULATION STATION DISK
 LG0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0820_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0820
 LG0820  HISTORY     - Date     Condition        Report By
 LG0820  HISTORY     - 1935     MONUMENTED       CGS
 LG0820  HISTORY     - 1947     GOOD             CGS
 LG0820  HISTORY     - 1970     GOOD             NGS
 LG0820
 LG0820                          STATION DESCRIPTION
 LG0820
 LG0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0820'STATION IS LOCATED IN THE NORTHWEST QUARTER SEC. 32, T. 1 N.,
 LG0820'R. 3 E., ABOUT 5 MILES SOUTH AND 1 MILE WEST OF ENDICOTT, ON
 LG0820'A PROMINENT HILL ABOUT 3/4 MILE NORTH OF THE KANSAS-NEBRASKA
 LG0820'STATE LINE, IN CULTIVATED WHEAT FIELD RENTED BY MR. HERB
 LG0820'HACKBARTH WHO LIVES ABOUT 1.75 MILES SOUTH OF THE STATION.
 LG0820'HIGHEST GROUND IN VICINITY.
 LG0820'
 LG0820'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 3S ABOUT
 LG0820'1 MILE SOUTHEAST OF FAIRBURY, NEBR., BY GOING SOUTH ON STATE
 LG0820'HIGHWAY 15 FOR 10.1 MILES TO WHERE STATE HIGHWAY 15 TURNS
 LG0820'RIGHT (SOUTH) CONTINUE EAST ON DIRT ROAD FOR 2.7 MILES TO HOME
 LG0820'OF MR. HACKBARTH ON LEFT, TURN LEFT (NORTH) ON FARM ROAD FOR
 LG0820'1.6 MILES TO HEAD OF BRUSHY DRAW WHERE ROAD MAKES U-TURN.
 LG0820'LEAVE MAIN FARM ROAD, CONTINUE NORTHWEST ACROSS COUNTRY ABOUT
 LG0820'0.2 MILE TO TOP OF HILL AND STATION.  STATION IS 114.4 METERS
 LG0820'SOUTH OF AN EAST-WEST PROPERTY FENCE LINE, ABOUT 12 INCHES
 LG0820'BELOW SURFACE OF GROUND.
 LG0820'
 LG0820'REFERENCE MARK NO. 1 IS 316.040 METERS (COMPUTED) WEST-NORTHWEST
 LG0820'OF STATION, ON EAST-WEST FENCE LINE, PROJECTING ABOUT 6 INCHES
 LG0820'ABOVE SURFACE OF GROUND.
 LG0820'
 LG0820'REFERENCE MARK NO. 2 IS 156.132 METERS (COMPUTED) NORTHWEST OF
 LG0820'STATION, 15.3 METERS WEST OF A T-FENCE CORNER, ON EAST-WEST
 LG0820'FENCE LINE, PROJECTING ABOUT 8 INCHES ABOVE SURFACE OF GROUND
 LG0820'
 LG0820'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE DISTANT FROM STATION AND
 LG0820'IS 145 DEG IN AZIMUTH FROM MAGNETIC NORTH, 8.0 METERS EAST OF
 LG0820'CENTERLINE OF NORTH-SOUTH ROAD LEADING TO STATION, AND 0.3
 LG0820'METER WEST OF NORTH-SOUTH WIRE FENCE, PROJECTING ABOUT 6 INCHES
 LG0820'ABOVE SURFACE OF GROUND.
 LG0820'
 LG0820'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LG0820
 LG0820                          STATION RECOVERY (1947)
 LG0820
 LG0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0820'THE STATION, AZIMUTH MARK AND REFERENCE MARKS NOS 1 AND 2,
 LG0820'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LG0820'FOLLOWING IS A COMPLETE DESCRIPTION.
 LG0820'
 LG0820'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTH-SOUTHEAST OF FAIRBURY,
 LG0820'5.0 MILES SOUTH AND 1.0 MILE WEST OF ENDICOTT AND 0.75 MILE NORTH
 LG0820'OF THE KANSAS-NEBRASKA STATE LINE ON THE HIGHEST POINT OF A
 LG0820'ROUND TOPPED CULTIVATED HILL AND ON LAND OWNED BY MR. C.R. RICE
 LG0820'OF ODELL.  IT IS 375 FEET SOUTH OF A FENCE POST IN THE EAST-WEST
 LG0820'FENCE LINE WITH A TRIANGLE BLAZE.  IT IS STAMPED NUTTER 1935
 LG0820'AND SET 12 INCHES BELOW THE GROUND SURFACE.
 LG0820'
 LG0820'REFERENCE MARK NO 1 IS WEST-NORTHWEST OF THE STATION, SET IN
 LG0820'THE EAST-WEST FENCE LINE, 1 FOOT SOUTH OF THE FENCE LINE.  IT IS
 LG0820'STAMPED NUTTER NO 1 1935 AND PROJECTS 8 INCHES.
 LG0820'
 LG0820'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, SET IN THE
 LG0820'EAST-WEST FENCE LINE 40 FEET WEST OF A SMALL ELM TREE AND 1
 LG0820'FOOT SOUTH OF FENCE LINE.  IT IS STAMPED NUTTER NO 2 1935 AND
 LG0820'PROJECTS 8 INCHES.
 LG0820'
 LG0820'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH-SOUTHEAST OF THE
 LG0820'STATION, 0.1 MILE SOUTH OF THE CATTLE GUARD AND 1 FOOT WEST OF
 LG0820'NORTH-SOUTH FENCE LINE.  IT IS STAMPED NUTTER 1935 AND PROJECTS
 LG0820'6 INCHES.
 LG0820'
 LG0820'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 LG0820'FAIRBURY, GO SOUTH 1 BLOCK, THEN LEFT AND FOLLOW STATE HIGHWAY
 LG0820'3-S EAST AND SOUTH FOR 1.0 MILE TO JUNCTION OF ROUTES 3-S AND 15,
 LG0820'BEAR LEFT AND CONTINUE ON HIGHWAY 3-S SOUTHEASTERLY FOR 5.7
 LG0820'MILES TO CROSS ROADS IN SOUTH EDGE OF VILLAGE OF ENDICOTT AT
 LG0820'WALTS TAVERN ON LEFT, TURN RIGHT AND FOLLOW MAIN ROAD SOUTH AND
 LG0820'WEST FOR 0.85 MILE, THEN LEFT AND GO SOUTH FOR 4.9 MILES TO
 LG0820'PRIVATE ROAD LEADING RIGHT AT MAIL BOX, TURN RIGHT AND GO WEST
 LG0820'ON PRIVATE DRIVEWAY FOR 0.2 MILE, PASS BETWEEN HOUSE AND BARN
 LG0820'TO A WIRE GATE IN FENCE LINE, PASS THROUGH GATE AND CONTINUE
 LG0820'NORTHWESTERLY ON FIELD ROAD FOR 0.3 MILE TO CATTLE GUARD,
 LG0820'(AZIMUTH MARK IS ABOUT 0.1 MILE SOUTH OF THIS POINT IN
 LG0820'FENCE LINE AS DESCRIBED) CONTINUE IN A NORTHWESTERLY DIRECTION
 LG0820'ON FIELD ROAD FOR 0.6 MILE TO WHERE ROAD MAKES A U-TURN TO THE LEFT
 LG0820'AROUND HEAD OF BRUSHY DRAW.  STATION IS ON THE HIGHEST POINT
 LG0820'OF HILL ABOUT 0.1 MILE TO THE NORTH AS DESCRIBED.
 LG0820'
 LG0820'A 74 FOOT SIGNAL AT STATION ROSEMAN IS V.G.
 LG0820'
 LG0820'A 4 FOOT SIGNAL AT STATION HOLLENBERG IS V.G.
 LG0820'
 LG0820'A 74 FOOT SIGNAL AT STATION SHARP 1935 IS V.G.
 LG0820'
 LG0820'A 4 FOOT SIGNAL AT STATION GLAD 1935 IS V.G.
 LG0820'
 LG0820'A 4 FOOT SIGNAL AT STATION FAIR IS V.G.
 LG0820'
 LG0820'A 74 FOOT SIGNAL AT STATION TURNER 1935 IS V.G.
 LG0820'
 LG0820'A 74 FOOT SIGNAL AT STATION DILLER IS V.G.
 LG0820'
 LG0820'A 74 FOOT SIGNAL AT STATION TRAIL IS V.G.
 LG0820'
 LG0820'OBSERVATIONS MADE FROM A 4 FOOT WOODEN STAND AND ALL OBJECTS V.G.
 LG0820'IN BOX SCORE.
 LG0820
 LG0820                          STATION RECOVERY (1970)
 LG0820
 LG0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0820'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LG0820'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG0820'WERE FOUND IN GOOD CONDITION.
 LG0820'
 LG0820'A METAL WITNESS POST WAS SET 0.5 FEET SOUTH OF THE AZIMUTH MARK AND
 LG0820'THE MARK IS NOW IN A PASTURE AND THE FENCE MENTIONED IN THE ORIGINAL
 LG0820'NOTES IS GONE.
 LG0820'
 LG0820'TO REACH THE STATION FROM THE CROSSROAD AT ENDICOTT, GO SOUTH ON A
 LG0820'GRAVELED ROAD FOR 0.45 MILE TO A ROAD FORK.  TURN RIGHT AND GO WEST
 LG0820'ON A GRAVELED ROAD FOR 0.35 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 LG0820'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 4.85 MILES TO A GATE ON
 LG0820'THE RIGHT.  TURN RIGHT PASSING THROUGH THE GATE AND GO WEST ON
 LG0820'A DRIVEWAY FOR 0.2 TO ABANDONED FARM HOUSE AND BUILDINGS AND A GATE
 LG0820'JUST SOUTHWEST OF THE OLD HOUSE.  (THE AZIMUTH MARK IS ABOUT
 LG0820'0.05 MILE WEST-NORTHWEST OF THIS GATE.) PASS THROUGH THE GATE
 LG0820'AND GO NORTHWEST ON A TRACK ROAD THROUGH PASTURE FOR 0.35 MILE TO A
 LG0820'GATE IN AN EAST-WEST FENCE.  THE STATION IS ABOUT 0.4 MILE
 LG0820'NORTH OF THIS GATE IN A CULTIVATED FIELD.
 LG0820'
 LG0820'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9-1/2 MILES
 LG0820'SSE OF FAIRBURY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0314 ***********************************************************************
 NO0314  DESIGNATION -  O 3
 NO0314  PID         -  NO0314
 NO0314  STATE/COUNTY-  NE/CHERRY
 NO0314  USGS QUAD   -  MERRIMAN (1990)
 NO0314
 NO0314                         *CURRENT SURVEY CONTROL
 NO0314  ___________________________________________________________________
 NO0314* NAD 83(1986)-  42 55 15.     (N)    101 41 09.     (W)     SCALED    
 NO0314* NAVD 88     -       988.821  (meters)    3244.16   (feet)  ADJUSTED  
 NO0314  ___________________________________________________________________
 NO0314  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 NO0314  DYNAMIC HT  -         988.391 (meters)    3242.75  (feet)  COMP
 NO0314  MODELED GRAV-     980,150.9   (mgal)                       NAVD 88
 NO0314
 NO0314  VERT ORDER  -  FIRST     CLASS II
 NO0314
 NO0314.The horizontal coordinates were scaled from a topographic map and have
 NO0314.an estimated accuracy of +/- 6 seconds.
 NO0314
 NO0314.The orthometric height was determined by differential leveling
 NO0314.and adjusted by the National Geodetic Survey in July 2002..
 NO0314
 NO0314.The geoid height was determined by GEOID03.
 NO0314
 NO0314.The dynamic height is computed by dividing the NAVD 88
 NO0314.geopotential number by the normal gravity value computed on the
 NO0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0314.degrees latitude (g = 980.6199 gals.).
 NO0314
 NO0314.The modeled gravity was interpolated from observed gravity values.
 NO0314
 NO0314;                    North         East    Units  Estimated Accuracy
 NO0314;SPC NE       -   344,170.      362,370.      MT  (+/- 180 meters Scaled)
 NO0314
 NO0314                          SUPERSEDED SURVEY CONTROL
 NO0314
 NO0314  NAVD 88 (06/15/91)  988.810  (m)         3244.12   (f) UNKNOWN     1 2
 NO0314  NGVD 29 (??/??/92)  988.395  (m)         3242.76   (f) ADJ UNCH    1 2
 NO0314
 NO0314.Superseded values are not recommended for survey control.
 NO0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0314.See file dsdata.txt to determine how the superseded data were derived.
 NO0314
 NO0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN807555(NAD 83)
 NO0314_MARKER: B = BOLT
 NO0314_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NO0314_SP_SET: CULVERT WINGWALL
 NO0314_MARK LOGO: NONE  
 NO0314_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0314+STABILITY: SURFACE MOTION
 NO0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0314+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NO0314
 NO0314  HISTORY     - Date     Condition        Report By
 NO0314  HISTORY     - UNK      MONUMENTED       CGS
 NO0314  HISTORY     - 1957     GOOD             NGS
 NO0314  HISTORY     - 19881001 MARK NOT FOUND   USGS
 NO0314  HISTORY     - 19991006 GOOD             NGS
 NO0314
 NO0314                          STATION DESCRIPTION
 NO0314
 NO0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0314'0.8 MI E FROM MERRIMAN.
 NO0314'ABOUT 0.8 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0314'FROM THE STATION AT MERRIMAN, IN SECTION 17, T. 34 N., R. 37 W.,
 NO0314'IN THE TOP OF THE FIRST STONE DOWN FROM THE TOP OF THE SOUTHEAST
 NO0314'WING WALL OF A 24-INCH PIPE CULVERT, 12.4 FEET SOUTH OF THE
 NO0314'SOUTH RAIL, ABOUT 3 FEET LOWER THAN THE RAIL, A COPPER BOLT.
 NO0314
 NO0314                          STATION RECOVERY (1988)
 NO0314
 NO0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 NO0314'MARK NOT FOUND.
 NO0314
 NO0314                          STATION RECOVERY (1999)
 NO0314
 NO0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NO0314'1.4 KM (0.85 MI) EASTERLY ALONG U.S.  HIGHWAY 20 FROM THE POST OFFICE
 NO0314'IN MERRIMAN, IN TOP OF AND 0.2 M (0.7 FT) NORTHEAST OF THE SOUTHWEST
 NO0314'END OF THE FIRST STONE TERRACE FROM THE TOP OF THE SOUTHEAST WINGWALL
 NO0314'OF A CULVERT UNDER THE NEBKOTA RAILROAD, 40.2 M (131.9 FT) NORTH OF
 NO0314'THE HIGHWAY CENTERLINE, 3.9 M (12.8 FT) SOUTH OF THE NEAR RAIL, 1.0 M
 NO0314'(3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.6 M (2.0 FT) SOUTH OF THE
 NO0314'SOUTH FACE OF THE HEADWALL, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
 NO0314'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE NEBKOTA RAILROAD,
 NO0314'CONTACT--GEORGE LAPRAY, 111 NORTH MAIN STREET, CHADRON, NE 69337,
 NO0314'TELEPHONE NUMBER (308) 432-2487.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0272 ***********************************************************************
 NP0272  DESIGNATION -  O 4
 NP0272  PID         -  NP0272
 NP0272  STATE/COUNTY-  NE/DAWES
 NP0272  USGS QUAD   -  CRAWFORD (1980)
 NP0272
 NP0272                         *CURRENT SURVEY CONTROL
 NP0272  ___________________________________________________________________
 NP0272* NAD 83(1986)-  42 43 21.     (N)    103 25 37.     (W)     SCALED    
 NP0272* NAVD 88     -      1130.063  (meters)    3707.55   (feet)  POSTED    
 NP0272  ___________________________________________________________________
 NP0272  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 NP0272  DYNAMIC HT  -        1129.460 (meters)    3705.57  (feet)  COMP
 NP0272  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 NP0272
 NP0272  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 NP0272
 NP0272.The horizontal coordinates were scaled from a topographic map and have
 NP0272.an estimated accuracy of +/- 6 seconds.
 NP0272
 NP0272.The orthometric height was determined by differential leveling
 NP0272.and adjusted by the National Geodetic Survey in 1992..
 NP0272.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 NP0272.rate of 2.1 thru 3.0 mm/km.
 NP0272
 NP0272.The geoid height was determined by GEOID03.
 NP0272
 NP0272.The dynamic height is computed by dividing the NAVD 88
 NP0272.geopotential number by the normal gravity value computed on the
 NP0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0272.degrees latitude (g = 980.6199 gals.).
 NP0272
 NP0272.The modeled gravity was interpolated from observed gravity values.
 NP0272
 NP0272;                    North         East    Units  Estimated Accuracy
 NP0272;SPC NE       -   326,360.      219,420.      MT  (+/- 180 meters Scaled)
 NP0272
 NP0272                          SUPERSEDED SURVEY CONTROL
 NP0272
 NP0272  NGVD 29 (??/??/92) 1129.473  (m)         3705.61   (f) ADJ UNCH    1 2
 NP0272
 NP0272.Superseded values are not recommended for survey control.
 NP0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0272.See file dsdata.txt to determine how the superseded data were derived.
 NP0272
 NP0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH287311(NAD 83)
 NP0272_MARKER: B = BOLT
 NP0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0272_SP_SET: CULVERT
 NP0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0272
 NP0272  HISTORY     - Date     Condition        Report By
 NP0272  HISTORY     - UNK      MONUMENTED       CGS
 NP0272  HISTORY     - 1957     GOOD             NGS
 NP0272  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0272
 NP0272                          STATION DESCRIPTION
 NP0272
 NP0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0272'2.6 MI NW FROM CRAWFORD.
 NP0272'ABOUT 2.55 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0272'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 28,
 NP0272'T. 32 N., R. 52 W., 18 POLES NORTHWEST OF MILEPOST 425, 9 POLES
 NP0272'NORTHWEST OF A PRIVATE ROAD CROSSING, 7 FEET NORTHEAST OF THE
 NP0272'NORTHEAST RAIL, 2 FEET LOWER THAN THE RAILROAD IN THE CENTER
 NP0272'OF THE TOP OF THE NORTHEAST HEAD WALL OF A CONCRETE CULVERT.
 NP0272
 NP0272                          STATION RECOVERY (1985)
 NP0272
 NP0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0272'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0667 ***********************************************************************
 NN0667  DESIGNATION -  O NEILL
 NN0667  PID         -  NN0667
 NN0667  STATE/COUNTY-  NE/HOLT
 NN0667  USGS QUAD   -  O'NEILL (1986)
 NN0667
 NN0667                         *CURRENT SURVEY CONTROL
 NN0667  ___________________________________________________________________
 NN0667* NAD 83(1995)-  42 28 47.68394(N)    098 39 26.82632(W)     ADJUSTED  
 NN0667* NAVD 88     -       614.51   (+/-2cm)    2016.1    (feet)  VERTCON   
 NN0667  ___________________________________________________________________
 NN0667  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 NN0667  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 NN0667
 NN0667  HORZ ORDER  -  SECOND
 NN0667  VERT ORDER  -  THIRD ? (See Below)
 NN0667
 NN0667.The horizontal coordinates were established by classical geodetic methods
 NN0667.and adjusted by the National Geodetic Survey in August 1997..
 NN0667
 NN0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0667.The vertical order pertains to the NGVD 29 superseded value.
 NN0667
 NN0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0667
 NN0667.The geoid height was determined by GEOID03.
 NN0667
 NN0667;                    North         East     Units Scale Factor Converg.
 NN0667;SPC NE       -   294,708.891   610,365.302   MT  0.99980326   +0 53 22.9
 NN0667;UTM  14      - 4,703,119.402   528,154.887   MT  0.99960975   +0 13 52.8
 NN0667
 NN0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0667!SPC NE       -   0.99990746  x   0.99980326  =   0.99971074
 NN0667!UTM  14      -   0.99990746  x   0.99960975  =   0.99951725
 NN0667
 NN0667|---------------------------------------------------------------------|
 NN0667| PID    Reference Object                     Distance      Geod. Az  |
 NN0667|                                                           dddmmss.s |
 NN0667| CO3372 O NEILL RM 1                         21.483 METERS 10738     |
 NN0667| NN0669 O NEILL MUNICIPAL TANK              APPROX. 2.1 KM 1573119.2 |
 NN0667| NN0672 O NEILL ST PATRICKS CATH CH         APPROX. 2.3 KM 1604811.1 |
 NN0667| NN0665 O NEILL ST MARYS CATH CONVENT       APPROX. 2.3 KM 1623103.5 |
 NN0667| NN0673 O NEILL 2                            34.757 METERS 18827     |
 NN0667| CO3370 O NEILL AZ MK                                      2640133.5 |
 NN0667| CO3373 O NEILL RM 2                         23.275 METERS 34032     |
 NN0667|---------------------------------------------------------------------|
 NN0667
 NN0667                          SUPERSEDED SURVEY CONTROL
 NN0667
 NN0667  NAD 83(1986)-  42 28 47.69003(N)    098 39 26.83232(W) AD(       ) 2
 NN0667  NAD 27      -  42 28 47.67900(N)    098 39 25.52000(W) AD(       ) 2
 NN0667  NGVD 29 (07/19/86)  614.30   (m)         2015.4    (f) LEVELING    3  
 NN0667
 NN0667.Superseded values are not recommended for survey control.
 NN0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0667.See file dsdata.txt to determine how the superseded data were derived.
 NN0667
 NN0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2815503119(NAD 83)
 NN0667_MARKER: DS = TRIANGULATION STATION DISK
 NN0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0667
 NN0667  HISTORY     - Date     Condition        Report By
 NN0667  HISTORY     - 1949     MONUMENTED       CGS
 NN0667  HISTORY     - 1964     GOOD             LOCENG
 NN0667  HISTORY     - 1964     GOOD             CGS
 NN0667
 NN0667                          STATION DESCRIPTION
 NN0667
 NN0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0667'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH-NORTHWEST OF THE
 NN0667'CENTER OF ONEILL, 0.1 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY
 NN0667'NO. 20 AND NO. 281, 156 FEET NORTH OF THE CENTER OF A TRACK
 NN0667'ROAD, 64 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 281, AND
 NN0667'32 FEET SOUTH OF A WIRE FENCE.  IT IS SET FLUSH WITH THE GROUND
 NN0667'AND IS STAMPED, ONEILL 1949.
 NN0667'
 NN0667'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION AND IS
 NN0667'1.1 FOOT SOUTH OF A FENCE.  IT PROJECTS 8 INCHES AND IS STAMPED,
 NN0667'ONEILL NO 1 1949.
 NN0667'
 NN0667'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION,
 NN0667'35 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 281, 9.5 FEET
 NN0667'EAST-SOUTHEAST OF A FENCE CORNER, AND 1.0 FOOT SOUTH OF A FENCE.
 NN0667'IT PROJECTS 7 INCHES AND IS STAMPED, ONEILL NO 2 1949.
 NN0667'
 NN0667'AZIMUTH MARK IS 0.3 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 NN0667'NO. 20 AND NO. 281, 30 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 NN0667'NO. 20, 2.5 FEET SOUTH OF A POWER LINE POLE, AND 1.6 FEET
 NN0667'NORTHEAST OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED,
 NN0667'ONEILL 1949.
 NN0667'
 NN0667'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 20,
 NN0667'275, AND 281 IN THE CENTER OF THE BUSINESS DISTRICT OF ONEILL,
 NN0667'GO WEST AND NORTH ON U.S. HIGHWAYS NO. 20 AND 281 FOR 2.0
 NN0667'MILES TO JUNCTION OF U.S. HIGHWAYS NO. 20 AND 281, CONTINUE
 NN0667'NORTH ON U.S. HIGHWAY NO. 281 FOR 0.1 MILE TO THE STATION ON
 NN0667'THE RIGHT.
 NN0667'
 NN0667'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.1 MILE
 NN0667'TO JUNCTION OF U.S. HIGHWAYS NO. 20 AND 281, TURN RIGHT AND GO
 NN0667'WEST ON HIGHWAY 20 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 NN0667'
 NN0667'A 74 FOOT SIGNAL AT STATIONS PRAIRIE 2 1940 AND PAGE SW BASE
 NN0667'1900 1906 ARE VISIBLE AT 20 FEET.
 NN0667'
 NN0667'AN 87 FOOT SIGNAL AT STATION KALINA IS VISIBLE AT 37 FEET.
 NN0667'
 NN0667'A 74 FOOT SIGNAL AT STATION STAFFORD IS VISIBLE AT 37 FEET.
 NN0667'
 NN0667'AN 87 FOOT SIGNAL AT STATION PETER IS VISIBLE AT 10 FEET.
 NN0667'
 NN0667'A 74 FOOT SIGNAL AT STATIONS MILLS AND PORT ARE VISIBLE AT 10
 NN0667'FEET.
 NN0667'
 NN0667'A 47 FOOT SIGNAL AT STATION SCHAFFER IS VISIBLE AT 4 FEET.
 NN0667'
 NN0667'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NN0667
 NN0667                          STATION RECOVERY (1964)
 NN0667
 NN0667'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964 (HWP)
 NN0667'RECOVERED BY NORTHWESTERN BELL TELE. CO.
 NN0667'
 NN0667'STATION FOUND IN GOOD CONDITION.  THE MARK IS FRONT OF A NEW
 NN0667'HOUSE AND IT MAY BE COVERED BY A NEW DRIVEWAY.
 NN0667'
 NN0667'REFERENCE MARK 2 WAS FOUND WITH THE METAL PLATE.
 NN0667'
 NN0667'HWY 20 NOW TAKES A DIFFERENT ROUTE, THEREFORE THE STATION IS
 NN0667'APPROXIMATELY 1.6 MILES N OF THE INTERSECTION OF HWYS 20 AND
 NN0667'281.  IT IS 58 FEET E OF THE CENTER LINE OF HWY 281.
 NN0667'
 NN0667'THE FENCES IN THE DESCRIPTION HAVE BEEN REMOVED.
 NN0667
 NN0667                          STATION RECOVERY (1964)
 NN0667
 NN0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0667'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NN0667'FOUND IN GOOD CONDITION, EXCEPT R.M. NO. 2 WHICH HAD BEEN
 NN0667'DESTROYED.  A NEW HOUSE HAS BEEN BUILT AND R.M. NO. 1 IS RIGHT IN
 NN0667'FRONT OF THE HOUSE AND THE STATION WAS IN THE CENTER OF THE
 NN0667'DRIVEWAY, SO A NEW STATION WAS ESTABLISHED AND TWO NEW REFERENCE
 NN0667'MARKS WERE SET.  FOR DETAILS, SEE THE DESCRIPTION FOR ONEILL 2.
 NN0667'
 NN0667'THIS STATION WAS NOT DESTROYED.  BUT IT WILL BE COVERED WITH
 NN0667'A HARD SURFACED DRIVEWAY AND WOULD BE INACESSIBLE FOR GENERAL
 NN0667'USE, SO ONEILL 2 WAS ESTABLISHED.  STATION ONEILL 1949 WHICH
 NN0667'WILL BE COVERED WITH 8 TO 12 INCHES OF DRIVEWAY MATERIAL
 NN0667'IS 95.6 FEET NORTHWEST OF THE SOUTHWEST CORNER OF NEW HOUSE,
 NN0667'75.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF NEW HOUSE,
 NN0667'AND 57.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 281.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0673 ***********************************************************************
 NN0673  DESIGNATION -  O NEILL 2
 NN0673  PID         -  NN0673
 NN0673  STATE/COUNTY-  NE/HOLT
 NN0673  USGS QUAD   -  O'NEILL (1986)
 NN0673
 NN0673                         *CURRENT SURVEY CONTROL
 NN0673  ___________________________________________________________________
 NN0673* NAD 83(1995)-  42 28 46.56973(N)    098 39 27.04978(W)     ADJUSTED  
 NN0673* NAVD 88     -       614.     (meters)    2014.     (feet)  SCALED    
 NN0673  ___________________________________________________________________
 NN0673  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 NN0673  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 NN0673
 NN0673  HORZ ORDER  -  THIRD
 NN0673
 NN0673.The horizontal coordinates were established by classical geodetic methods
 NN0673.and adjusted by the National Geodetic Survey in August 1997..
 NN0673.No horizontal observational check was made to the station.
 NN0673
 NN0673.The orthometric height was scaled from a topographic map.
 NN0673
 NN0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0673
 NN0673.The geoid height was determined by GEOID03.
 NN0673
 NN0673;                    North         East     Units Scale Factor Converg.
 NN0673;SPC NE       -   294,674.443   610,360.734   MT  0.99980317   +0 53 22.8
 NN0673;UTM  14      - 4,703,085.015   528,149.924   MT  0.99960975   +0 13 52.7
 NN0673
 NN0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0673!SPC NE       -   0.99990751  x   0.99980317  =   0.99971069
 NN0673!UTM  14      -   0.99990751  x   0.99960975  =   0.99951729
 NN0673
 NN0673|---------------------------------------------------------------------|
 NN0673| PID    Reference Object                     Distance      Geod. Az  |
 NN0673|                                                           dddmmss.s |
 NN0673| NN0667 O NEILL                              34.757 METERS 00827     |
 NN0673| CO3375 O NEILL 2 RM 4                       11.851 METERS 09457     |
 NN0673| NN0669 O NEILL MUNICIPAL TANK              APPROX. 2.1 KM 1570200.6 |
 NN0673| NN0672 O NEILL ST PATRICKS CATH CH         APPROX. 2.3 KM 1602353.5 |
 NN0673| NN0665 O NEILL ST MARYS CATH CONVENT       APPROX. 2.2 KM 1620749.7 |
 NN0673| CO3371 O NEILL AZ MK RESET                                2674200.9 |
 NN0673| CO3370 O NEILL AZ MK                                      2680207.6 |
 NN0673| CO3374 O NEILL 2 RM 3                       29.614 METERS 35854     |
 NN0673|---------------------------------------------------------------------|
 NN0673
 NN0673                          SUPERSEDED SURVEY CONTROL
 NN0673
 NN0673  NAD 83(1986)-  42 28 46.57582(N)    098 39 27.05577(W) AD(       ) 3
 NN0673  NAD 27      -  42 28 46.56479(N)    098 39 25.74351(W) AD(       ) 3
 NN0673
 NN0673.Superseded values are not recommended for survey control.
 NN0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0673.See file dsdata.txt to determine how the superseded data were derived.
 NN0673
 NN0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2815003085(NAD 83)
 NN0673_MARKER: DS = TRIANGULATION STATION DISK
 NN0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0673_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NN0673
 NN0673  HISTORY     - Date     Condition        Report By
 NN0673  HISTORY     - 1964     MONUMENTED       CGS
 NN0673  HISTORY     - 1975     GOOD             NGS
 NN0673
 NN0673                          STATION DESCRIPTION
 NN0673
 NN0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0673'THE STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHWEST OF THE CENTER OF
 NN0673'THE TOWN OF ONEILL IN THE NORTHEAST ANGLE OF CROSSROADS AND IN THE
 NN0673'SW 1/4 OF SEC. 18, T 29 N., R. 11 W., 157 FEET SOUTHWEST OF THE
 NN0673'NORTHWEST CORNER OF NEW HOUSE, 104 FEET WEST-SOUTHWEST OF THE
 NN0673'SOUTHWEST CORNER OF THE NEW HOUSE, 41 FEET EAST OF THE CENTERLINE
 NN0673'OF U.S. HIGHWAY 281, 38 FEET NORTH OF THE CENTER OF EAST-WEST
 NN0673'GRAVEL ROAD, 5 FEET NORTH OF A POWER POLE, AND 2.2 FEET
 NN0673'SOUTH-SOUTHEAST OF A NEW STEEL WITNESS POST.  THE MARK IS
 NN0673'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 NN0673'STAMPED ONEILL 2 1964.
 NN0673'
 NN0673'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 275, AND
 NN0673'281 IN THE CENTER OF THE BUSINESS DISTRICT OF ONEILL, GO WEST ON
 NN0673'U.S. HIGHWAYS 20, 275, AND 281 FOR 0.5 MILE TO WHERE THEY JUNCTION
 NN0673'AND U.S. HIGHWAY 281 GOES NORTH.  TURN RIGHT AND GO NORTH ON U.S.
 NN0673'HIGHWAY 281 FOR 1.5 MILES TO GRAVEL CROSSROADS AND THE STATION
 NN0673'IN THE NORTHEAST ANGLE OF THE CROSSROADS AS DESCRIBED.
 NN0673'
 NN0673'REFERENCE MARK NO. 3 IS 97.16 FEET NORTH OF THE STATION, 39 FEET EAST
 NN0673'OF THE CENTERLINE OF U.S. HIGHWAY 281, AND 20 FEET SOUTH OF THE
 NN0673'CENTER OF DRIVEWAY TO NEW HOUSE.  THE MARK IS FLUSH WITH THE SURFACE
 NN0673'OF THE GROUND AND THE DISK IS STAMPED ONEILL 2 NO 3 1964.
 NN0673'
 NN0673'REFERENCE MARK NO. 4 IS 38.88 FEET EAST OF THE STATION, 80 FEET EAST
 NN0673'OF THE CENTERLINE OF U.S. HIGHWAY 281, 75.5 FEET SOUTHWEST OF THE
 NN0673'SOUTHWEST CORNER OF NEW HOUSE, AND 36 FEET NORTH OF THE CENTER OF
 NN0673'EAST-WEST GRAVEL ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 NN0673'STAMPED ONEILL 2 NO 4 1964.
 NN0673'
 NN0673'AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 30 FEET SOUTH OF THE
 NN0673'CENTER OF THE HARD SURFACED ROAD WHICH WAS THE FORMER ROUTE FOR
 NN0673'U.S. HIGHWAY 20, 2 FEET EAST OF A WITNESS POST, AND 1 FOOT NORTH OF
 NN0673'A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ONEILL
 NN0673'1949.
 NN0673'
 NN0673'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A HARD
 NN0673'SURFACED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NN0673'
 NN0673'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0673
 NN0673                          STATION RECOVERY (1975)
 NN0673
 NN0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NN0673'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 NN0673'GOOD CONDITION.  THE 1964 DESCRIPTION WAS NOT ON HAND THIS DATE, SO
 NN0673'THE REFERENCE MARKS WERE NOT FOUND.  BY REQUEST OF THE PROPERTY
 NN0673'OWNER, THE AZIMUTH MARK WAS MOVED TO A NEW LOCATION.
 NN0673'
 NN0673'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK--
 NN0673'
 NN0673'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ONEILL 1949 RESET 1975,
 NN0673'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NN0673'4-INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET SOUTH OF THE
 NN0673'CENTER OF A SURFACED ROAD, 3.5 FEET EAST-NORTHEAST OF A POWER POLE,
 NN0673'1 FOOT NORTH OF A METAL WITNESS POST IN FENCELINE AND DUE SOUTH OF
 NN0673'THE ONEILL VETERINARY CLINIC BUILDING.
 NN0673'
 NN0673'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A SURFACED
 NN0673'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NN0673'
 NN0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES
 NN0673'NORTH-NORTHWEST OF ONEILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0671 ***********************************************************************
 NN0671  DESIGNATION -  O NEILL CATH CHURCH SPIRE
 NN0671  PID         -  NN0671
 NN0671  STATE/COUNTY-  NE/HOLT
 NN0671  USGS QUAD   -  O'NEILL (1986)
 NN0671
 NN0671                         *CURRENT SURVEY CONTROL
 NN0671  ___________________________________________________________________
 NN0671* NAD 83(1995)-  42 27 36.87721(N)    098 38 53.81645(W)     ADJUSTED  
 NN0671* NAVD 88     -                                                        
 NN0671  ___________________________________________________________________
 NN0671  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 NN0671  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NN0671
 NN0671  HORZ ORDER  -  THIRD
 NN0671
 NN0671.The horizontal coordinates were established by classical geodetic methods
 NN0671.and adjusted by the National Geodetic Survey in August 1997..
 NN0671
 NN0671
 NN0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0671
 NN0671.The geoid height was determined by GEOID03.
 NN0671
 NN0671;                    North         East     Units Scale Factor Converg.
 NN0671;SPC NE       -   292,536.511   611,153.170   MT  0.99979746   +0 53 44.8
 NN0671;UTM  14      - 4,700,938.528   528,917.596   MT  0.99961029   +0 14 14.8
 NN0671
 NN0671                          SUPERSEDED SURVEY CONTROL
 NN0671
 NN0671  NAD 83(1986)-  42 27 36.88440(N)    098 38 53.82221(W) AD(       ) 4
 NN0671  NAD 27      -  42 27 36.88100(N)    098 38 52.50500(W) AD(       ) 3
 NN0671
 NN0671.Superseded values are not recommended for survey control.
 NN0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0671.See file dsdata.txt to determine how the superseded data were derived.
 NN0671
 NN0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2891800939(NAD 83)
 NN0671_MARKER: 90 = CHURCH SPIRE
 NN0671
 NN0671  HISTORY     - Date     Condition        Report By
 NN0671  HISTORY     - 1900     FIRST OBSERVED   CGS
 NN0671  HISTORY     - 1935     GOOD             CGS
 NN0671
 NN0671                          STATION DESCRIPTION
 NN0671
 NN0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0671'THE PRESENT CATHOLIC CHURCH WAS ERECTED IN AUGUST, 1909
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0670 ***********************************************************************
 NN0670  DESIGNATION -  O NEILL COURTHOUSE CUPOLA
 NN0670  PID         -  NN0670
 NN0670  STATE/COUNTY-  NE/HOLT
 NN0670  USGS QUAD   -  O'NEILL (1986)
 NN0670
 NN0670                         *CURRENT SURVEY CONTROL
 NN0670  ___________________________________________________________________
 NN0670* NAD 83(1995)-  42 27 35.01601(N)    098 38 50.69095(W)     ADJUSTED  
 NN0670* NAVD 88     -                                                        
 NN0670  ___________________________________________________________________
 NN0670  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 NN0670  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NN0670
 NN0670  HORZ ORDER  -  THIRD
 NN0670
 NN0670.The horizontal coordinates were established by classical geodetic methods
 NN0670.and adjusted by the National Geodetic Survey in August 1997..
 NN0670
 NN0670
 NN0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0670
 NN0670.The geoid height was determined by GEOID03.
 NN0670
 NN0670;                    North         East     Units Scale Factor Converg.
 NN0670;SPC NE       -   292,480.217   611,225.455   MT  0.99979731   +0 53 46.9
 NN0670;UTM  14      - 4,700,881.417   528,989.216   MT  0.99961034   +0 14 16.9
 NN0670
 NN0670                          SUPERSEDED SURVEY CONTROL
 NN0670
 NN0670  NAD 83(1986)-  42 27 35.02315(N)    098 38 50.69620(W) AD(       ) 4
 NN0670  NAD 27      -  42 27 35.02000(N)    098 38 49.38000(W) AD(       ) 3
 NN0670
 NN0670.Superseded values are not recommended for survey control.
 NN0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0670.See file dsdata.txt to determine how the superseded data were derived.
 NN0670
 NN0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2898900881(NAD 83)
 NN0670_MARKER: 86 = CUPOLA
 NN0670
 NN0670  HISTORY     - Date     Condition        Report By
 NN0670  HISTORY     - 1900     FIRST OBSERVED   CGS
 NN0670  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NN0670
 NN0670                          STATION DESCRIPTION
 NN0670
 NN0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0670'COURTHOUSE WAS ERECTED ABOUT 1890 AND IS STILL STANDING BUT
 NN0670'CUPOLA HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0669 ***********************************************************************
 NN0669  DESIGNATION -  O NEILL MUNICIPAL TANK
 NN0669  PID         -  NN0669
 NN0669  STATE/COUNTY-  NE/HOLT
 NN0669  USGS QUAD   -  O'NEILL (1986)
 NN0669
 NN0669                         *CURRENT SURVEY CONTROL
 NN0669  ___________________________________________________________________
 NN0669* NAD 83(1995)-  42 27 44.05114(N)    098 38 51.26805(W)     ADJUSTED  
 NN0669* NAVD 88     -                                                        
 NN0669  ___________________________________________________________________
 NN0669  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 NN0669  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 NN0669
 NN0669  HORZ ORDER  -  THIRD
 NN0669
 NN0669.The horizontal coordinates were established by classical geodetic methods
 NN0669.and adjusted by the National Geodetic Survey in August 1997..
 NN0669
 NN0669
 NN0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0669
 NN0669.The geoid height was determined by GEOID03.
 NN0669
 NN0669;                    North         East     Units Scale Factor Converg.
 NN0669;SPC NE       -   292,758.709   611,207.914   MT  0.99979804   +0 53 46.5
 NN0669;UTM  14      - 4,701,160.041   528,974.879   MT  0.99961033   +0 14 16.5
 NN0669
 NN0669                          SUPERSEDED SURVEY CONTROL
 NN0669
 NN0669  NAD 83(1986)-  42 27 44.05765(N)    098 38 51.27349(W) AD(       ) 4
 NN0669  NAD 27      -  42 27 44.04800(N)    098 38 49.96200(W) AD(       ) 3
 NN0669
 NN0669.Superseded values are not recommended for survey control.
 NN0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0669.See file dsdata.txt to determine how the superseded data were derived.
 NN0669
 NN0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2897501160(NAD 83)
 NN0669_MARKER: 53 = ELEVATED TANK
 NN0669
 NN0669  HISTORY     - Date     Condition        Report By
 NN0669  HISTORY     - 1940     FIRST OBSERVED   CGS
 NN0669  HISTORY     - 1949     GOOD             CGS
 NN0669  HISTORY     - 1958     GOOD             CGS
 NN0669
 NN0669                          STATION DESCRIPTION
 NN0669
 NN0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0669'THE STATION IS THE FINIAL ON THE O NEILL MUNICIPAL WATER TANK.
 NN0669'THE TANK, WHICH IS LOCATED ON THE NORTH SIDE OF THE TOWN,
 NN0669'IS A RAISED TANK SUPPORTED BY STEEL TRUSSWORK LEGS, IS PAINTED
 NN0669'ALUMINUM, HAS O NEILL LETTERED IN BLACK ON NORTH AND SOUTH
 NN0669'SIDES, AND IS APPROXIMATELY 120 FEET HIGH.
 NN0669
 NN0669                          STATION RECOVERY (1949)
 NN0669
 NN0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0669'THE STATION IS LOCATED FOUR BLOCKS NORTH OF THE CENTER OF
 NN0669'THE BUSINESS DISTRICT OF O NEILL, 82.0 FEET EAST OF THE CENTER
 NN0669'OF N. FOURTH ST., AND 74 FEET SOUTH OF THE CENTER OF A GRADED
 NN0669'STREET.
 NN0669'
 NN0669'THE TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL
 NN0669'ROOF WITH A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR
 NN0669'LEGGED STEEL TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT
 NN0669'100 FEET.
 NN0669'
 NN0669'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 NN0669
 NN0669                          STATION RECOVERY (1958)
 NN0669
 NN0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 NN0669'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THIS
 NN0669'STATION WAS RECOVERED IN 1949 AND THE RECOVERY NOTE OF THAT
 NN0669'YEAR IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0665 ***********************************************************************
 NN0665  DESIGNATION -  O NEILL ST MARYS CATH CONVENT
 NN0665  PID         -  NN0665
 NN0665  STATE/COUNTY-  NE/HOLT
 NN0665  USGS QUAD   -  O'NEILL (1986)
 NN0665
 NN0665                         *CURRENT SURVEY CONTROL
 NN0665  ___________________________________________________________________
 NN0665* NAD 83(1995)-  42 27 37.19511(N)    098 38 56.84340(W)     ADJUSTED  
 NN0665* NAVD 88     -                                                        
 NN0665  ___________________________________________________________________
 NN0665  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 NN0665  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NN0665
 NN0665  HORZ ORDER  -  THIRD
 NN0665
 NN0665.The horizontal coordinates were established by classical geodetic methods
 NN0665.and adjusted by the National Geodetic Survey in August 1997..
 NN0665
 NN0665
 NN0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0665
 NN0665.The geoid height was determined by GEOID03.
 NN0665
 NN0665;                    North         East     Units Scale Factor Converg.
 NN0665;SPC NE       -   292,545.236   611,083.881   MT  0.99979749   +0 53 42.8
 NN0665;UTM  14      - 4,700,948.047   528,848.425   MT  0.99961024   +0 14 12.7
 NN0665
 NN0665                          SUPERSEDED SURVEY CONTROL
 NN0665
 NN0665  NAD 83(1986)-  42 27 37.20141(N)    098 38 56.84879(W) AD(       ) 4
 NN0665  NAD 27      -  42 27 37.19000(N)    098 38 55.54000(W) AD(       ) 3
 NN0665
 NN0665.Superseded values are not recommended for survey control.
 NN0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0665.See file dsdata.txt to determine how the superseded data were derived.
 NN0665
 NN0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2884800948(NAD 83)
 NN0665_MARKER: 91 = CHURCH CROSS
 NN0665
 NN0665  HISTORY     - Date     Condition        Report By
 NN0665  HISTORY     - 1949     FIRST OBSERVED   CGS
 NN0665  HISTORY     - 1958     GOOD             CGS
 NN0665
 NN0665                          STATION DESCRIPTION
 NN0665
 NN0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0665'THE STATION IS LOCATED TWO BLOCKS NORTH OF THE BUSINESS
 NN0665'DISTRICT OF O NEILL AND 1/2 BLOCK WEST OF N. FOURTH ST.  THE
 NN0665'CROSS IS LOCATED ON THE TOP OF A SLENDER SPIRE THAT IS NEAR
 NN0665'THE CENTER AND ON TOP OF THE CONVENT BUILDING.  IT HAS AN
 NN0665'OVERALL HEIGHT OF ABOUT 85 FEET.
 NN0665'
 NN0665'THE POINT OBSERVED UPON WAS THE CENTER OF THE CROSS.
 NN0665
 NN0665                          STATION RECOVERY (1958)
 NN0665
 NN0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 NN0665'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 NN0665'DESCRIPTION OF 1949 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0672 ***********************************************************************
 NN0672  DESIGNATION -  O NEILL ST PATRICKS CATH CH
 NN0672  PID         -  NN0672
 NN0672  STATE/COUNTY-  NE/HOLT
 NN0672  USGS QUAD   -  O'NEILL (1986)
 NN0672
 NN0672                         *CURRENT SURVEY CONTROL
 NN0672  ___________________________________________________________________
 NN0672* NAD 83(1995)-  42 27 36.89702(N)    098 38 53.54138(W)     ADJUSTED  
 NN0672* NAVD 88     -                                                        
 NN0672  ___________________________________________________________________
 NN0672  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 NN0672  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NN0672
 NN0672  HORZ ORDER  -  THIRD
 NN0672
 NN0672.The horizontal coordinates were established by classical geodetic methods
 NN0672.and adjusted by the National Geodetic Survey in August 1997..
 NN0672
 NN0672
 NN0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0672
 NN0672.The geoid height was determined by GEOID03.
 NN0672
 NN0672;                    North         East     Units Scale Factor Converg.
 NN0672;SPC NE       -   292,537.220   611,159.443   MT  0.99979746   +0 53 45.0
 NN0672;UTM  14      - 4,700,939.165   528,923.876   MT  0.99961029   +0 14 15.0
 NN0672
 NN0672                          SUPERSEDED SURVEY CONTROL
 NN0672
 NN0672  NAD 83(1986)-  42 27 36.90333(N)    098 38 53.54675(W) AD(       ) 4
 NN0672  NAD 27      -  42 27 36.89000(N)    098 38 52.23000(W) AD(       ) 3
 NN0672
 NN0672.Superseded values are not recommended for survey control.
 NN0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0672.See file dsdata.txt to determine how the superseded data were derived.
 NN0672
 NN0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2892400939(NAD 83)
 NN0672_MARKER: 91 = CHURCH CROSS
 NN0672
 NN0672  HISTORY     - Date     Condition        Report By
 NN0672  HISTORY     - 1949     FIRST OBSERVED   CGS
 NN0672  HISTORY     - 1958     GOOD             CGS
 NN0672
 NN0672                          STATION DESCRIPTION
 NN0672
 NN0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0672'THE STATION IS LOCATED TWO BLOCKS NORTH OF THE BUSINESS DISTRICT
 NN0672'OF O NEILL, 87 FEET WEST OF THE CENTER OF N. FOURTH ST., AND
 NN0672'69 FEET NORTH OF THE CENTER OF A GRADED STREET.
 NN0672'
 NN0672'THE CROSS IS ON THE TOP OF AND IN THE CENTER OF A SPIRE THAT
 NN0672'IS THE ROOF FOR A BELFRY, LOCATED AT THE SOUTHEAST CORNER
 NN0672'OF THE CHURCH.  IT IS ABOUT 20 FEET HIGHER THAN A SIMILAR
 NN0672'CROSS LOCATED AT THE SOUTHWEST CORNER OF THE CHURCH.  IT
 NN0672'HAS AN OVERALL HEIGHT OF ABOUT 85 FEET.
 NN0672'
 NN0672'THE POINT OBSERVED UPON WAS THE CENTER OF THE CROSS.
 NN0672
 NN0672                          STATION RECOVERY (1958)
 NN0672
 NN0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 NN0672'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 NN0672'DESCRIPTION OF 1949 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0668 ***********************************************************************
 NN0668  DESIGNATION -  O NEILL STANDPIPE
 NN0668  PID         -  NN0668
 NN0668  STATE/COUNTY-  NE/HOLT
 NN0668  USGS QUAD   -  O'NEILL (1986)
 NN0668
 NN0668                         *CURRENT SURVEY CONTROL
 NN0668  ___________________________________________________________________
 NN0668* NAD 83(1995)-  42 27 38.34108(N)    098 38 52.38613(W)     ADJUSTED  
 NN0668* NAVD 88     -                                                        
 NN0668  ___________________________________________________________________
 NN0668  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 NN0668  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NN0668
 NN0668  HORZ ORDER  -  THIRD
 NN0668
 NN0668.The horizontal coordinates were established by classical geodetic methods
 NN0668.and adjusted by the National Geodetic Survey in August 1997..
 NN0668
 NN0668
 NN0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0668
 NN0668.The geoid height was determined by GEOID03.
 NN0668
 NN0668;                    North         East     Units Scale Factor Converg.
 NN0668;SPC NE       -   292,582.176   611,185.133   MT  0.99979758   +0 53 45.8
 NN0668;UTM  14      - 4,700,983.814   528,950.075   MT  0.99961031   +0 14 15.8
 NN0668
 NN0668                          SUPERSEDED SURVEY CONTROL
 NN0668
 NN0668  NAD 83(1986)-  42 27 38.34828(N)    098 38 52.39184(W) AD(       ) 4
 NN0668  NAD 27      -  42 27 38.34400(N)    098 38 51.07500(W) AD(       ) 3
 NN0668
 NN0668.Superseded values are not recommended for survey control.
 NN0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0668.See file dsdata.txt to determine how the superseded data were derived.
 NN0668
 NN0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2895000984(NAD 83)
 NN0668_MARKER: 52 = STANDPIPE TANK
 NN0668
 NN0668  HISTORY     - Date     Condition        Report By
 NN0668  HISTORY     - 1900     FIRST OBSERVED   CGS
 NN0668  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NN0668
 NN0668                          STATION DESCRIPTION
 NN0668
 NN0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0668'STANDPIPE, WHICH STOOD AT TOP OF HILL IN MIDDLE OF STREET
 NN0668'PASSING IN FRONT OF COURTHOUSE, HAS BEEN REMOVED AND A NEW
 NN0668'WATER TANK HAS BEEN ERECTED NORTH OF THE HIGH SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1114 ***********************************************************************
 ML1114  DESIGNATION -  OAK
 ML1114  PID         -  ML1114
 ML1114  STATE/COUNTY-  NE/SHERMAN
 ML1114  USGS QUAD   -  LOUP CITY SE (1978)
 ML1114
 ML1114                         *CURRENT SURVEY CONTROL
 ML1114  ___________________________________________________________________
 ML1114* NAD 83(1995)-  41 21 01.45074(N)    098 50 01.44724(W)     ADJUSTED  
 ML1114* NAVD 88     -       785.     (meters)    2575.     (feet)  SCALED    
 ML1114  ___________________________________________________________________
 ML1114  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 ML1114  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 ML1114
 ML1114  HORZ ORDER  -  SECOND
 ML1114
 ML1114.The horizontal coordinates were established by classical geodetic methods
 ML1114.and adjusted by the National Geodetic Survey in August 1997..
 ML1114
 ML1114.The orthometric height was scaled from a topographic map.
 ML1114
 ML1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1114
 ML1114.The geoid height was determined by GEOID03.
 ML1114
 ML1114;                    North         East     Units Scale Factor Converg.
 ML1114;SPC NE       -   169,091.204   597,566.469   MT  0.99966226   +0 46 22.4
 ML1114;UTM  14      - 4,577,669.637   513,908.798   MT  0.99960238   +0 06 35.4
 ML1114
 ML1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1114!SPC NE       -   0.99988063  x   0.99966226  =   0.99954293
 ML1114!UTM  14      -   0.99988063  x   0.99960238  =   0.99948306
 ML1114
 ML1114                          SUPERSEDED SURVEY CONTROL
 ML1114
 ML1114  NAD 83(1986)-  41 21 01.45693(N)    098 50 01.45156(W) AD(       ) 2
 ML1114  NAD 27      -  41 21 01.41600(N)    098 50 00.15700(W) AD(       ) 2
 ML1114
 ML1114.Superseded values are not recommended for survey control.
 ML1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1114.See file dsdata.txt to determine how the superseded data were derived.
 ML1114
 ML1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1390977670(NAD 83)
 ML1114_MARKER: Z = SEE DESCRIPTION
 ML1114_SETTING: 0 = UNSPECIFIED SETTING
 ML1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1114
 ML1114  HISTORY     - Date     Condition        Report By
 ML1114  HISTORY     - 1899     MONUMENTED       CGS
 ML1114  HISTORY     - 1935     SEE DESCRIPTION  CGS
 ML1114  HISTORY     - 1935     MARK NOT FOUND   CGS
 ML1114  HISTORY     - 1951     SEE DESCRIPTION  CGS
 ML1114
 ML1114                          STATION DESCRIPTION
 ML1114
 ML1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1114'THIS STATION IS IN SEC. 18, T. 16 N., R. 13 W., ON A ROUND-SHAPED
 ML1114'HILL, ABOUT 6 MILES EAST AND 5.5 MILES NORTH OF LOUP CITY, AND
 ML1114'4 MILES WEST AND 7.5 MILES NORTH OF ASHTON.  THE SURFACE MARK
 ML1114'IS A PINE STUB 4 BY 6 INCHES AND 2 FEET LONG, HAVING TWO
 ML1114'DIAGONAL GROOVES CUT IN ITS TOP.  THE UNDERGROUND MARK IS A
 ML1114'JUG WITH A TACK IN THE CENTER OF THE CORK, SET 2.5 FEET BELOW
 ML1114'THE SURFACE.
 ML1114
 ML1114                          STATION RECOVERY (1935)
 ML1114
 ML1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1114'SEARCHED FOR ON APRIL 13, 1935, BUT NOT RECOVERED.  WALTER PALU,
 ML1114'WHO WAS BORN JUST WEST OF THE HILL ON WHICH THE STATION STOOD,
 ML1114'INDICATED THE SITE.  NO EVIDENCE OF THE SURFACE MARK WAS
 ML1114'FOUND.  THE GROUND HAS BEEN IN CULTIVATION FOR A LONG TIME
 ML1114'AND IS NOW IN ALFALFA.  NO DIGGING WAS DONE FOR THE UNDERGROUND
 ML1114'MARK BECAUSE IT WAS IMPOSSIBLE TO DETERMINE WITHIN A LARGE AREA
 ML1114'WHERE THE STATION HAD STOOD.  THE HILL ON WHICH THE STATION WAS
 ML1114'LOCATED, ACCORDING TO MR. PALU, IS IN SECTION 20, T. 16 N.,
 ML1114'R. 13 W.
 ML1114
 ML1114                          STATION RECOVERY (1935)
 ML1114
 ML1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 ML1114'STATION NOT RECOVERED.  THE SITE WAS VISITED, AND WALTER PALU,
 ML1114'WHO WAS BORN JUST WEST OF THE HILL ON WHICH THE STATION STOOD,
 ML1114'INDICATED THE HILL, BUT ALTHOUGH SEARCH WAS MADE, NORTHING
 ML1114'OF VALUE WAS FOUND TO SHOW THAT THE STATION IS STILL IN
 ML1114'EXISTENCE.  THE GROUND HAS BEEN CULTIVATED A LONG TIME AND IS
 ML1114'NOW IN ALFALFA.  SOME PRODDING WAS DONE AND SOME HOLES ABOUT
 ML1114'3 FEET DEEP WERE DUG TO IDENTIFY HARD OBJECTS STRUCK WITH
 ML1114'THE PRODDING RODS, BUT NO RECOVERY WAS MADE.  IT IS THOUGHT
 ML1114'THAT THE STATION IS STILL MARKED BY AN UNDERGROUND MARK IN
 ML1114'ITS ORIGINAL LOCATION, BUT THIS CAN ONLY BE RECOVERED BY
 ML1114'EXTENSIVE DIGGING OR ESTABLISHING ANOTHER STATION AND
 ML1114'COMPUTING DISTANCE AND AZIMUTH.
 ML1114
 ML1114                          STATION RECOVERY (1951)
 ML1114
 ML1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1114'THE STATION WAS SEARCHED FOR BY USING A DISTANCE AND DIRECTION
 ML1114'OBTAINED FROM AN INVERSE POSITION COMPUTATION.  AT A POINT
 ML1114'201 METERS AND 156 DEG 32 MIN IN AZIMUTH FROM OAK 2 AN OLD
 ML1114'EXCAVATION, 2 FEET IN DIAMETER AND 3 FEET DEEP, WAS FOUND.
 ML1114'AT THE BOTTOM OF THIS EXCAVATION WAS FOUND A BOARD 12 INCHES
 ML1114'SQUARE.  THE JUG WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1125 ***********************************************************************
 LG1125  DESIGNATION -  OAK
 LG1125  PID         -  LG1125
 LG1125  STATE/COUNTY-  NE/LANCASTER
 LG1125  USGS QUAD   -  LINCOLN (1980)
 LG1125
 LG1125                         *CURRENT SURVEY CONTROL
 LG1125  ___________________________________________________________________
 LG1125* NAD 83(1995)-  40 52 18.41912(N)    096 44 09.93757(W)     ADJUSTED  
 LG1125* NAVD 88     -       399.63   (+/-2cm)    1311.1    (feet)  VERTCON   
 LG1125  ___________________________________________________________________
 LG1125  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 LG1125  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 LG1125
 LG1125  HORZ ORDER  -  THIRD
 LG1125  VERT ORDER  -  THIRD ? (See Below)
 LG1125
 LG1125.The horizontal coordinates were established by classical geodetic methods
 LG1125.and adjusted by the National Geodetic Survey in August 1997..
 LG1125
 LG1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1125.The vertical order pertains to the NGVD 29 superseded value.
 LG1125
 LG1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1125
 LG1125.The geoid height was determined by GEOID03.
 LG1125
 LG1125;                    North         East     Units Scale Factor Converg.
 LG1125;SPC NE       -   120,487.609   774,998.279   MT  0.99971939   +2 09 46.7
 LG1125;UTM  14      - 4,526,990.925   690,773.692   MT  1.00004797   +1 28 54.7
 LG1125
 LG1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1125!SPC NE       -   0.99994143  x   0.99971939  =   0.99966084
 LG1125!UTM  14      -   0.99994143  x   1.00004797  =   0.99998940
 LG1125
 LG1125:                Primary Azimuth Mark                     Grid Az
 LG1125:SPC NE       -  LINCOLN RADIO STA KOLN MAST              129 40 19.9
 LG1125:UTM  14      -  LINCOLN RADIO STA KOLN MAST              130 21 11.9
 LG1125
 LG1125|---------------------------------------------------------------------|
 LG1125| PID    Reference Object                     Distance      Geod. Az  |
 LG1125|                                                           dddmmss.s |
 LG1125| LG1128 LINCOLN RADIO STA KOLN MAST         APPROX. 8.4 KM 1315006.6 |
 LG1125| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 7.7 KM 1563247.9 |
 LG1125| LG1116 LINCOLN ST HWY DEPT RADIO MAST      APPROX.12.7 KM 1671339.7 |
 LG1125| CL8002 OAK RM 2                             11.332 METERS 18854     |
 LG1125| CL8001 OAK RM 1                             18.030 METERS 18857     |
 LG1125| LG1181 LINCOLN AIR FORCE BASE TANK         APPROX. 3.6 KM 2064345.2 |
 LG1125| CL8000 OAK AZ MK                                          2690810.4 |
 LG1125| LG1136 VORTAC RAYMOND RAY                  APPROX. 5.8 KM 3550413.2 |
 LG1125|---------------------------------------------------------------------|
 LG1125
 LG1125                          SUPERSEDED SURVEY CONTROL
 LG1125
 LG1125  NAD 83(1986)-  40 52 18.42868(N)    096 44 09.93872(W) AD(       ) 3
 LG1125  NAD 27      -  40 52 18.41302(N)    096 44 08.87624(W) AD(       ) 3
 LG1125  NGVD 29 (07/19/86)  399.51   (m)         1310.7    (f) LEVELING    3  
 LG1125
 LG1125.Superseded values are not recommended for survey control.
 LG1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1125.See file dsdata.txt to determine how the superseded data were derived.
 LG1125
 LG1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9077426991(NAD 83)
 LG1125_MARKER: DS = TRIANGULATION STATION DISK
 LG1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1125
 LG1125  HISTORY     - Date     Condition        Report By
 LG1125  HISTORY     - 1961     MONUMENTED       CGS
 LG1125  HISTORY     - 1966     GOOD             CGS
 LG1125  HISTORY     - 1976     GOOD             NGS
 LG1125
 LG1125                          STATION DESCRIPTION
 LG1125
 LG1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1125'LOCATED, AIRLINE, ABOUT 5 MILES NORTH-NORTHWEST OF THE STATE
 LG1125'CAPITOL IN LINCOLN, 6-1/2 MILES SOUTH-SOUTHEAST OF RAYMOND, AND
 LG1125'2 MILES NORTHEAST OF LINCOLN AIR FORCE BASE ON THE WEST
 LG1125'RIGHT-OF-WAY OF A GRAVELED ROAD WHERE IT CROSSES A LOW
 LG1125'NORTH-SOUTH RIDGE.
 LG1125'
 LG1125'TO REACH THE STATION FROM THE MAIN POST OFFICE ON 10TH AND P
 LG1125'STREETS IN LINCOLN GO NORTH ON U.S. HIGHWAY 77 FOR 1.4 MILES
 LG1125'TO THE JUNCTION OF U.S. HIGHWAYS 77 AND 34 AND STATE HIGHWAY 2,
 LG1125'BEAR LEFT AND GO WEST ON U.S. HIGHWAY 34 3.1 MILES TO A GRAVELED
 LG1125'SIDE ROAD ON THE RIGHT JUST BEFORE REACHING A RAILROAD CROSSING.
 LG1125'BEAR RIGHT AND GO NORTH 1.1 MILES TO A SIDE ROAD, RIGHT, TURN
 LG1125'RIGHT AND GO EAST 0.5 MILE TO THE AZIMUTH MARK AT THE BASE OF
 LG1125'A POWERLINE POLE ON THE RIGHT.  CONTINUE EAST 0.6 MILE TO
 LG1125'THE TOP OF THE RIDGE AND THE STATION ON THE LEFT.
 LG1125'
 LG1125'THE STATION MARK, A STANDARD DISK STAMPED OAK 1961 SET IN THE TOP
 LG1125'OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE
 LG1125'GROUND, IS 27.9 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 LG1125'6.4 FEET SOUTHEAST OF A RAILROAD-TIE FENCE POST WITH A TRIANGLE
 LG1125'BLAZE, 5.0 FEET SOUTH OF AN EAST-WEST FENCE, AND 4.9 FEET EAST
 LG1125'OF A METAL WITNESS SIGN.
 LG1125'
 LG1125'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED OAK NO 1 1961
 LG1125'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 LG1125'4 INCHES ABOVE GROUND, IS 29.2 FEET SOUTH OF THE CENTER OF THE
 LG1125'GRAVELED ROAD, 2.3 FEET NORTH OF AN EAST-WEST FENCE, 10.8 FEET
 LG1125'NORTHWEST OF THE CENTER OF A GATE, AND AT THE SAME ELEVATION
 LG1125'AS THE STATION.
 LG1125'
 LG1125'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED OAK NO 2 1961
 LG1125'SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER PROJECTING
 LG1125'6 INCHES ABOVE GROUND, IS 31.7 FEET NORTH OF THE CENTER OF THE
 LG1125'GRAVELED ROAD, 1.1 FEET SOUTH OF AN EAST-WEST FENCE, AND AT ABOUT
 LG1125'THE SAME ELEVATION AS THE STATION.
 LG1125'
 LG1125'THE AZIMUTH MARK, A STANDARD DISK STAMPED OAK 1961 SET IN THE TOP
 LG1125'OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE
 LG1125'GROUND, IS 31.3 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 LG1125'1.1 FEET NORTH OF AN EAST-WEST FENCE, AND 0.9 FOOT NORTHEAST OF
 LG1125'THE BASE OF A POWERLINE POLE.
 LG1125'
 LG1125'THE PICTURE POINT IS A LONE BUSH IN AN EAST-WEST FENCE LINE.
 LG1125'
 LG1125'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 68.03 FEET,
 LG1125'(20.735 METERS).
 LG1125
 LG1125                          STATION RECOVERY (1966)
 LG1125
 LG1125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 LG1125'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 LG1125'MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LG1125'CONDITION.
 LG1125
 LG1125                          STATION RECOVERY (1976)
 LG1125
 LG1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1125'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LG1125'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO A LARGE HOUSING
 LG1125'DEVELOPMENT THE STATION MARK AND REFERENCE MARK 2 WILL BE
 LG1125'DESTROYED.  THE AZIMUTH MARK WILL NOT BE DESTROYED AND WILL BE
 LG1125'LEFT INTACT.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 LG1125'CHECKED THE PREVIOUS DATA.  STATION OAK 2, REFERENCE MARKS 3 AND 4
 LG1125'AND AZIMUTH MARK 2 WERE ESTABLISHED THIS DATE.
 LG1125'
 LG1125'SEE DESCRIPTION FOR STATION OAK 2.
 LG1125'
 LG1125'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES NNW
 LG1125'OF LINCOLN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1115 ***********************************************************************
 ML1115  DESIGNATION -  OAK 2
 ML1115  PID         -  ML1115
 ML1115  STATE/COUNTY-  NE/SHERMAN
 ML1115  USGS QUAD   -  LOUP CITY SE (1978)
 ML1115
 ML1115                         *CURRENT SURVEY CONTROL
 ML1115  ___________________________________________________________________
 ML1115* NAD 83(1995)-  41 20 55.50293(N)    098 49 57.94918(W)     ADJUSTED  
 ML1115* NAVD 88     -       693.     (meters)    2274.     (feet)  SCALED    
 ML1115  ___________________________________________________________________
 ML1115  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 ML1115  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 ML1115
 ML1115  HORZ ORDER  -  SECOND
 ML1115
 ML1115.The horizontal coordinates were established by classical geodetic methods
 ML1115.and adjusted by the National Geodetic Survey in August 1997..
 ML1115
 ML1115.The orthometric height was scaled from a topographic map.
 ML1115
 ML1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1115
 ML1115.The geoid height was determined by GEOID03.
 ML1115
 ML1115;                    North         East     Units Scale Factor Converg.
 ML1115;SPC NE       -   168,908.889   597,650.229   MT  0.99966234   +0 46 24.7
 ML1115;UTM  14      - 4,577,486.375   513,990.438   MT  0.99960241   +0 06 37.7
 ML1115
 ML1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1115!SPC NE       -   0.99989506  x   0.99966234  =   0.99955743
 ML1115!UTM  14      -   0.99989506  x   0.99960241  =   0.99949751
 ML1115
 ML1115:                Primary Azimuth Mark                     Grid Az
 ML1115:SPC NE       -  ASHTON MUNICIPAL TANK                    166 00 31.4
 ML1115:UTM  14      -  ASHTON MUNICIPAL TANK                    166 40 18.4
 ML1115
 ML1115|---------------------------------------------------------------------|
 ML1115| PID    Reference Object                     Distance      Geod. Az  |
 ML1115|                                                           dddmmss.s |
 ML1115| ML1111 ASHTON MUNICIPAL TANK               APPROX.11.6 KM 1664656.1 |
 ML1115| CO1955 OAK 2 RM 1                           98.858 METERS 18105     |
 ML1115| CO1954 OAK 2 AZ MK                                        2321315.6 |
 ML1115| ML1117 LOUP CITY REA RADIO MAST            APPROX.13.1 KM 2355948.8 |
 ML1115| CO1956 OAK 2 RM 2                           47.218 METERS 25040     |
 ML1115|---------------------------------------------------------------------|
 ML1115
 ML1115                          SUPERSEDED SURVEY CONTROL
 ML1115
 ML1115  NAD 83(1986)-  41 20 55.51037(N)    098 49 57.95270(W) AD(       ) 2
 ML1115  NAD 27      -  41 20 55.47200(N)    098 49 56.65300(W) AD(       ) 2
 ML1115
 ML1115.Superseded values are not recommended for survey control.
 ML1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1115.See file dsdata.txt to determine how the superseded data were derived.
 ML1115
 ML1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1399077486(NAD 83)
 ML1115_MARKER: DS = TRIANGULATION STATION DISK
 ML1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1115
 ML1115  HISTORY     - Date     Condition        Report By
 ML1115  HISTORY     - 1951     MONUMENTED       CGS
 ML1115
 ML1115                          STATION DESCRIPTION
 ML1115
 ML1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1115'THE STATION IS LOCATED ABOUT 4 MILES WEST AND 7.5 MILES NORTH
 ML1115'OF ASHTON AND 6 MILES EAST AND 5.5 MILES NORTH OF LOUP CITY,
 ML1115'ON THE HIGHEST POINT OF A CULTIVATED HILL.  IT IS OWNED BY
 ML1115'MR. MILO DAILY.  IT IS 325 FEET NORTH OF AN EAST-WEST FENCE
 ML1115'LINE AND 155 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 ML1115'STAMPED OAK 2 1951 AND IS 18 INCHES BELOW THE SURFACE OF THE
 ML1115'GROUND.
 ML1115'
 ML1115'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE AND
 ML1115'2 FEET EAST OF A WITNESS POST.  IT IS STAMPED OAK 2 NO 1 1951
 ML1115'AND PROJECTS 2 INCHES.
 ML1115'
 ML1115'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE AND
 ML1115'1.5 FEET NORTH OF A WITNESS POST.  IT IS STAMPED OAK 2 NO 2
 ML1115'1951 AND PROJECTS 3 INCHES.  IT IS 6 FEET LOWER IN ELEVATION
 ML1115'THAN THE STATION.
 ML1115'
 ML1115'THE AZIMUTH MARK IS 28 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 ML1115'DIRT ROAD AND 2 FEET EAST OF A NORTH-SOUTH FENCE LINE AND
 ML1115'WITNESS POST.  IT IS STAMPED OAK 2 1951 AND PROJECTS 4 INCHES.
 ML1115'
 ML1115'TO REACH THE STATION FROM THE POST OFFICE IN LOUP CITY, GO
 ML1115'NORTH ALONG THE EAST SIDE OF THE COURTHOUSE SQUARE FOR 0.1 MILE
 ML1115'TO A CROSS STREET, TURN RIGHT AND GO EAST AND NORTHEAST ON A
 ML1115'GRAVELED ROAD FOR 0.65 MILE TO A FORK.  TAKE LEFT FORK AND GO
 ML1115'NORTH AND NORTHEAST ON A GRAVELED ROAD FOR 4.3 MILES TO A
 ML1115'T ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 ML1115'FOR 5.0 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A
 ML1115'DIRT ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 ML1115'DESCRIBED, CONTINUE NORTH FOR 0.3 MILE TO A GATE ON THE RIGHT
 ML1115'AT THE BOTTOM OF THE DRAW.  TURN RIGHT THROUGH GATE AND GO
 ML1115'EAST ON A FARM ROAD FOR 0.1 MILE TO A GATE, PASS THROUGH
 ML1115'GATE AND GO EAST UP GRADE FOR 0.15 MILE TO AN OLD SHED ON
 ML1115'THE LEFT.  CONTINUE NORTHEAST FOR 0.1 MILE TO A FENCE CORNER
 ML1115'AT THE SOUTHEAST CORNER OF A PASTURE, CONTINUE
 ML1115'NORTHEAST FOR ABOUT 100 YARDS TO THE TOP OF THE HILL AND
 ML1115'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1129 ***********************************************************************
 LG1129  DESIGNATION -  OAK 2
 LG1129  PID         -  LG1129
 LG1129  STATE/COUNTY-  NE/LANCASTER
 LG1129  USGS QUAD   -  LINCOLN (1980)
 LG1129
 LG1129                         *CURRENT SURVEY CONTROL
 LG1129  ___________________________________________________________________
 LG1129* NAD 83(1995)-  40 52 14.13388(N)    096 43 09.52638(W)     ADJUSTED  
 LG1129* NAVD 88     -       388.191  (meters)    1273.59   (feet)  ADJUSTED  
 LG1129  ___________________________________________________________________
 LG1129  X           -    -565,169.422 (meters)                     COMP
 LG1129  Y           -  -4,797,102.826 (meters)                     COMP
 LG1129  Z           -   4,151,803.492 (meters)                     COMP
 LG1129  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 LG1129  ELLIP HEIGHT-         362.00  (meters)          (03/30/05) GPS OBS
 LG1129  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 LG1129  DYNAMIC HT  -         388.016 (meters)    1273.02  (feet)  COMP
 LG1129  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 LG1129
 LG1129  HORZ ORDER  -  B
 LG1129  VERT ORDER  -  FIRST     CLASS II
 LG1129  ELLP ORDER  -  THIRD     CLASS I
 LG1129
 LG1129.The horizontal coordinates were established by GPS observations
 LG1129.and adjusted by the National Geodetic Survey in March 2005..
 LG1129
 LG1129.The orthometric height was determined by differential leveling
 LG1129.and adjusted by the National Geodetic Survey in May 1993..
 LG1129
 LG1129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1129
 LG1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1129
 LG1129.The ellipsoidal height was determined by GPS observations
 LG1129.and is referenced to NAD 83.
 LG1129
 LG1129.The geoid height was determined by GEOID03.
 LG1129
 LG1129.The dynamic height is computed by dividing the NAVD 88
 LG1129.geopotential number by the normal gravity value computed on the
 LG1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1129.degrees latitude (g = 980.6199 gals.).
 LG1129
 LG1129.The modeled gravity was interpolated from observed gravity values.
 LG1129
 LG1129;                    North         East     Units Scale Factor Converg.
 LG1129;SPC NE       -   120,409.064   776,416.478   MT  0.99971961   +2 10 26.8
 LG1129;UTM  14      - 4,526,895.493   692,191.328   MT  1.00005465   +1 29 34.2
 LG1129
 LG1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1129!SPC NE       -   0.99994322  x   0.99971961  =   0.99966284
 LG1129!UTM  14      -   0.99994322  x   1.00005465  =   0.99999787
 LG1129
 LG1129|---------------------------------------------------------------------|
 LG1129| PID    Reference Object                     Distance      Geod. Az  |
 LG1129|                                                           dddmmss.s |
 LG1129| CL8003 OAK 2 RM 4                           11.297 METERS 10730     |
 LG1129| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 7.1 KM 1663609.7 |
 LG1129| LG1133 OAK 2 AZ MK                         APPROX. 1.7 KM 2960035.7 |
 LG1129| LG1130 OAK 2 RM 3                           12.540 METERS 35926     |
 LG1129|---------------------------------------------------------------------|
 LG1129
 LG1129                          SUPERSEDED SURVEY CONTROL
 LG1129
 LG1129  NAD 83(1995)-  40 52 14.13409(N)    096 43 09.52615(W) AD(       ) 3
 LG1129  NAD 83(1986)-  40 52 14.14376(N)    096 43 09.52730(W) AD(       ) 3
 LG1129  NAD 27      -  40 52 14.12943(N)    096 43 08.46623(W) AD(       ) 3
 LG1129  NAVD 88 (03/30/05)  388.19   (m)         1273.6    (f) LEVELING    3  
 LG1129  NGVD 29 (07/19/86)  388.1    (m)         1273.     (f) VERT ANG       
 LG1129
 LG1129.Superseded values are not recommended for survey control.
 LG1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1129.See file dsdata.txt to determine how the superseded data were derived.
 LG1129
 LG1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9219126895(NAD 83)
 LG1129_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1129_SP_SET: CONCRETE POST
 LG1129_STAMPING: OAK 2 1976
 LG1129_MARK LOGO: NGS   
 LG1129_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1129+STABILITY: SURFACE MOTION
 LG1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1129+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 LG1129
 LG1129  HISTORY     - Date     Condition        Report By
 LG1129  HISTORY     - 1976     MONUMENTED       NGS
 LG1129  HISTORY     - 1976     GOOD             NGS
 LG1129  HISTORY     - 19920520 GOOD             NGS
 LG1129  HISTORY     - 2002     GOOD             NEDR
 LG1129  HISTORY     - 20051015 GOOD             GEOCAC
 LG1129
 LG1129                          STATION DESCRIPTION
 LG1129
 LG1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1129'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH-NORTHWEST OF THE
 LG1129'NEBRASKA STATE CAPITAL BUILDING IN LINCOLN, IN THE NW 1/4 OF SEC. 2,
 LG1129'R 6 E, T 10 N AND ON THE EAST RIGHT-OF-WAY OF US HIGHWAY 34.
 LG1129'
 LG1129'TO REACH THE STATION FROM THE TOP OF THE OVERPASS AT THE INTERCHANGE
 LG1129'OF I 180, I 80 AND US HIGHWAY 34, AT THE NORTH SIDE OF LINCOLN,
 LG1129'GO NORTHWESTERLY ON HIGHWAY 34 FOR 0.6 MILE TO THE STATION ON
 LG1129'THE RIGHT.
 LG1129'
 LG1129'THE STATION MARKS ARE STANDARD DISKS STAMPED, OAK 2 1976.
 LG1129'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT
 LG1129'IS FLUSH WITH THE GROUND SURFACE.  IT IS 38 FEET WEST OF A
 LG1129'METAL WITNESS POST AT REFERENCE MARK 4, 42 FEET SOUTH OF A
 LG1129'METAL WITNESS POST AT REFERENCE MARK 3 AND 24.5 FEET SOUTHWEST OF
 LG1129'THE BOUNDARY FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 LG1129'MASS OF CONCRETE ABOUT 40 INCHES BELOW THE GROUND.
 LG1129'
 LG1129'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1129'OAK 2 NO 3 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 1.8
 LG1129'FEET SOUTH OF A NORTH BRACE POST IN BOUNDARY FENCE, 1.5 FEET
 LG1129'WEST-NORTHWEST OF THE BOUNDARY FENCE AND 1.2 FEET SOUTHEAST OF A
 LG1129'METAL WITNESS POST.
 LG1129'
 LG1129'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK,
 LG1129'STAMPED OAK 2 NO 4 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT
 LG1129'IS 1.2 FEET WEST OF THE BOUNDARY FENCE AND 1 FOOT NORTH-NORTHWEST OF
 LG1129'A WITNESS POST.
 LG1129'
 LG1129'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OAK 2 AZ 2 1976, SET
 LG1129'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND
 LG1129'SURFACE.  IT IS 3 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 LG1129'POST, 2.3 FEET SOUTH OF A BOUNDARY FENCELINE AND ON TOP OF A
 LG1129'HIGH ROAD CUTBANK.
 LG1129'
 LG1129'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON HIGHWAY
 LG1129'34 FOR 1.05 MILES TO THE AZIMUTH MARK 2 ON THE RIGHT.
 LG1129'
 LG1129'NOTE--A 5/8 INCH IRON ROD, ABOUT 2-1/2 FEET IN LENGTH WAS
 LG1129'PLACED IN THE STATION MARK AND AZIMUTH MARK CONCRETE MONUMENTS.
 LG1129'
 LG1129'NEAREST TOWN--LINCOLN.
 LG1129
 LG1129                          STATION RECOVERY (1976)
 LG1129
 LG1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LG1129'RECOVERED IN GOOD CONDITION.
 LG1129
 LG1129                          STATION RECOVERY (1992)
 LG1129
 LG1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG1129'1.0 KM (0.60 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 34 FROM THE JUNCTION
 LG1129'OF INTERSTATE HIGHWAY 80 IN NORTHWEST LINCOLN, 0.1 KM (0.05 MI)
 LG1129'SOUTHEAST OF THE INTERSECTION OF A PAVED ROAD AND TRAFFIC LIGHT, 39.3
 LG1129'M (128.9 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF
 LG1129'THE HIGHWAY, 12.5 M (41.0 FT) SOUTH OF REFERENCE MARK 3 AND A WITNESS
 LG1129'POST, 7.6 M (24.9 FT) SOUTHWEST OF A FENCE, 3.0 M (9.8 FT) ABOVE THE
 LG1129'LEVEL OF THE HIGHWAY, AND THE M0NUMENT IS FLUSH WITH THE GROUND
 LG1129'SURFACE.
 LG1129
 LG1129                          STATION RECOVERY (2002)
 LG1129
 LG1129'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1129'RECOVERED AS DESCRIBED.
 LG1129
 LG1129                          STATION RECOVERY (2005)
 LG1129
 LG1129'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1129'FOUND STATION OAK 2 IN GOOD CONDITION. FOUND REFERENCE MARK 3 AS
 LG1129'DESCRIBED, BUT ALUMINUM CAP AND TOP OF CROSS-SHAPED ALUMINUM POST HAVE
 LG1129'BEEN BROKEN OFF ABOUT 0.1 M BELOW GROUND LEVEL. RM 3 CAP CAN BE LIFTED
 LG1129'OUT OF THE GROUND. THE WITNESS POST AND SIGN ARE LEANING AGAINST THE
 LG1129'BOUNDARY FENCE AT THE RM.
 LG1129'AN ADDITIONAL WITNESS POST AND SIGN WERE FOUND ABOUT 11 M E OF STATION
 LG1129'OAK 2 IN THE FENCE LINE. EXAMINATION OF THIS LOCATION REVEALED A
 LG1129'CROSS-SHAPED ALUMINUM POST BROKEN OFF ABOUT 0.1 M BELOW GROUND LEVEL.
 LG1129'THIS BROKEN POST IS CONSISTENT WITH THE LOCATION OF REFERENCE MARK 4,
 LG1129'BUT NO CAP WAS FOUND. THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION AT
 LG1129'HANDHELD GPS NAD83 COORDS N 40D 52M 38.3S  W 096D 44M 14.9S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1133 ***********************************************************************
 LG1133  DESIGNATION -  OAK 2 AZ MK
 LG1133  PID         -  LG1133
 LG1133  STATE/COUNTY-  NE/LANCASTER
 LG1133  USGS QUAD   -  DAVEY (1972)
 LG1133
 LG1133                         *CURRENT SURVEY CONTROL
 LG1133  ___________________________________________________________________
 LG1133* NAD 83(1995)-  40 52 38.32551(N)    096 44 14.85867(W)     ADJUSTED  
 LG1133* NAVD 88     -       398.6    (meters)    1308.     (feet)  VERTCON   
 LG1133  ___________________________________________________________________
 LG1133  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 LG1133  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 LG1133
 LG1133  HORZ ORDER  -  THIRD
 LG1133
 LG1133.The horizontal coordinates were established by classical geodetic methods
 LG1133.and adjusted by the National Geodetic Survey in August 1997..
 LG1133.No horizontal observational check was made to the station.
 LG1133
 LG1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1133
 LG1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1133
 LG1133.The geoid height was determined by GEOID03.
 LG1133
 LG1133;                    North         East     Units Scale Factor Converg.
 LG1133;SPC NE       -   121,096.717   774,860.001   MT  0.99971833   +2 09 43.5
 LG1133;UTM  14      - 4,527,601.834   690,642.620   MT  1.00004735   +1 28 52.1
 LG1133
 LG1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1133!SPC NE       -   0.99994159  x   0.99971833  =   0.99965994
 LG1133!UTM  14      -   0.99994159  x   1.00004735  =   0.99998894
 LG1133
 LG1133:                Primary Azimuth Mark                     Grid Az
 LG1133:SPC NE       -  OAK 2 RM 3                               113 27 26.0
 LG1133:UTM  14      -  OAK 2 RM 3                               114 08 17.4
 LG1133
 LG1133|---------------------------------------------------------------------|
 LG1133| PID    Reference Object                     Distance      Geod. Az  |
 LG1133|                                                           dddmmss.s |
 LG1133| LG1130 OAK 2 RM 3                          APPROX. 1.7 KM 1153709.5 |
 LG1133| LG1129 OAK 2                               APPROX. 1.7 KM 1155953.0 |
 LG1133| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 8.3 KM 1573001.7 |
 LG1133| LG1181 LINCOLN AIR FORCE BASE TANK         APPROX. 4.1 KM 2012831.6 |
 LG1133|---------------------------------------------------------------------|
 LG1133
 LG1133                          SUPERSEDED SURVEY CONTROL
 LG1133
 LG1133  NAD 83(1986)-  40 52 38.33506(N)    096 44 14.85989(W) AD(       ) 3
 LG1133  NAD 27      -  40 52 38.31944(N)    096 44 13.79782(W) AD(       ) 3
 LG1133  NGVD 29 (07/19/86)  398.5    (m)         1307.     (f) VERT ANG       
 LG1133
 LG1133.Superseded values are not recommended for survey control.
 LG1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1133.See file dsdata.txt to determine how the superseded data were derived.
 LG1133
 LG1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9064327602(NAD 83)
 LG1133_MARKER: DZ = AZIMUTH MARK DISK
 LG1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1133+STABILITY: SURFACE MOTION
 LG1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1133+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 LG1133
 LG1133  HISTORY     - Date     Condition        Report By
 LG1133  HISTORY     - 1976     MONUMENTED       NGS
 LG1133  HISTORY     - 20051015 GOOD             GEOCAC
 LG1133
 LG1133                          STATION DESCRIPTION
 LG1133
 LG1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1133'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH-NORTHWEST OF THE
 LG1133'NEBRASKA STATE CAPITAL BUILDING IN LINCOLN, IN THE NW 1/4 OF SEC. 2,
 LG1133'R 6 E, T 10 N AND ON THE EAST RIGHT-OF-WAY OF US HIGHWAY 34.
 LG1133'
 LG1133'TO REACH STATION OAK 2 FROM THE TOP OF THE OVERPASS AT THE
 LG1133'INTERCHANGE OF I 180, I 80 AND US HIGHWAY 34, AT THE NORTH SIDE
 LG1133'OF LINCOLN, GO NORTHWESTERLY ON HIGHWAY 34 FOR 0.6 MILE TO THE
 LG1133'STATION ON THE RIGHT.
 LG1133'
 LG1133'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OAK 2 AZ 2 1976,
 LG1133'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE
 LG1133'GROUND SURFACE.  IT IS 3 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 LG1133'POST, 2.3 FEET SOUTH OF A BOUNDARY FENCELINE AND ON TOP OF A
 LG1133'HIGH ROAD CUTBANK.
 LG1133'
 LG1133'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON HIGHWAY
 LG1133'34 FOR 1.05 MILES TO THE AZIMUTH MARK 2 ON THE RIGHT.
 LG1133'
 LG1133'NOTE--A 5/8 INCH IRON ROD, ABOUT 2-1/2 FEET IN LENGTH WAS PLACED
 LG1133'IN THE STATION MARK AND AZIMUTH MARK CONCRETE MONUMENTS.
 LG1133'
 LG1133'NEAREST TOWN--LINCOLN.
 LG1133
 LG1133                          STATION RECOVERY (2005)
 LG1133
 LG1133'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1130 ***********************************************************************
 LG1130  DESIGNATION -  OAK 2 RM 3
 LG1130  PID         -  LG1130
 LG1130  STATE/COUNTY-  NE/LANCASTER
 LG1130  USGS QUAD   -  LINCOLN (1980)
 LG1130
 LG1130                         *CURRENT SURVEY CONTROL
 LG1130  ___________________________________________________________________
 LG1130* NAD 83(1995)-  40 52 14.54036(N)    096 43 09.53169(W)     ADJUSTED  
 LG1130* NAVD 88     -       388.144  (meters)    1273.44   (feet)  ADJUSTED  
 LG1130  ___________________________________________________________________
 LG1130  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 LG1130  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 LG1130  DYNAMIC HT  -         387.970 (meters)    1272.86  (feet)  COMP
 LG1130  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 LG1130
 LG1130  HORZ ORDER  -  THIRD
 LG1130  VERT ORDER  -  FIRST     CLASS II
 LG1130
 LG1130.The horizontal coordinates were established by classical geodetic methods
 LG1130.and adjusted by the National Geodetic Survey in August 1997..
 LG1130.No horizontal observational check was made to the station.
 LG1130
 LG1130.The orthometric height was determined by differential leveling
 LG1130.and adjusted by the National Geodetic Survey in May 1993..
 LG1130
 LG1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1130
 LG1130.The geoid height was determined by GEOID03.
 LG1130
 LG1130.The dynamic height is computed by dividing the NAVD 88
 LG1130.geopotential number by the normal gravity value computed on the
 LG1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1130.degrees latitude (g = 980.6199 gals.).
 LG1130
 LG1130.The modeled gravity was interpolated from observed gravity values.
 LG1130
 LG1130;                    North         East     Units Scale Factor Converg.
 LG1130;SPC NE       -   120,421.586   776,415.879   MT  0.99971959   +2 10 26.8
 LG1130;UTM  14      - 4,526,908.025   692,190.877   MT  1.00005465   +1 29 34.2
 LG1130
 LG1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1130!SPC NE       -   0.99994322  x   0.99971959  =   0.99966283
 LG1130!UTM  14      -   0.99994322  x   1.00005465  =   0.99999787
 LG1130
 LG1130|---------------------------------------------------------------------|
 LG1130| PID    Reference Object                     Distance      Geod. Az  |
 LG1130|                                                           dddmmss.s |
 LG1130| LG1129 OAK 2                                12.540 METERS 17926     |
 LG1130| LG1125 OAK                                 APPROX. 1.4 KM 2745026.2 |
 LG1130| LG1133 OAK 2 AZ MK                         APPROX. 1.7 KM 2953752.2 |
 LG1130|---------------------------------------------------------------------|
 LG1130
 LG1130                          SUPERSEDED SURVEY CONTROL
 LG1130
 LG1130  NAD 83(1986)-  40 52 14.55000(N)    096 43 09.53284(W) AD(       ) 3
 LG1130  NAD 27      -  40 52 14.53570(N)    096 43 08.47178(W) AD(       ) 3
 LG1130  NGVD 29 (07/19/86)  388.1    (m)         1273.     (f) VERT ANG       
 LG1130
 LG1130.Superseded values are not recommended for survey control.
 LG1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1130.See file dsdata.txt to determine how the superseded data were derived.
 LG1130
 LG1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9219126908(NAD 83)
 LG1130_MARKER: DR = REFERENCE MARK DISK
 LG1130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LG1130_SP_SET: METAL PIPE IMBEDDED IN GROUND
 LG1130_STAMPING: OAK 2 NO 3 1976
 LG1130_MARK LOGO: NGS   
 LG1130_MAGNETIC: P = MARKER IS A STEEL PIPE
 LG1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1130+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1992
 LG1130
 LG1130  HISTORY     - Date     Condition        Report By
 LG1130  HISTORY     - 1976     MONUMENTED       NGS
 LG1130  HISTORY     - 1976     GOOD             NGS
 LG1130  HISTORY     - 19920520 GOOD             NGS
 LG1130
 LG1130                          STATION DESCRIPTION
 LG1130
 LG1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1130'THE STATION OAK 2 IS LOCATED ABOUT 4.5 MILES NORTH-NORTHWEST OF THE
 LG1130'NEBRASKA STATE CAPITAL BUILDING IN LINCOLN, IN THE NW 1/4 OF
 LG1130'SEC. 2, R 6 E, T 10 N AND ON THE EAST RIGHT-OF-WAY OF US HIGHWAY
 LG1130'34.
 LG1130'
 LG1130'TO REACH THE STATION OAK 2 FROM THE TOP OF THE OVERPASS AT THE INTER-
 LG1130'CHANGE OF I 180, I 80 AND US HIGHWAY 34, AT THE NORTH SIDE OF LINCOLN,
 LG1130'GO NORTHWESTERLY ON HIGHWAY 34 FOR 0.6 MILE TO THE STATION ON THE
 LG1130'RIGHT.
 LG1130'
 LG1130'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1130'OAK 2 NO 3 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LG1130'1.8 FEET SOUTH OF A NORTH BRACE POST IN BOUNDARY FENCE, 1.5
 LG1130'FEET WEST-NORTHWEST OF THE BOUNDARY FENCE AND 1.2 FEET SOUTHEAST
 LG1130'OF A METAL WITNESS POST.
 LG1130'
 LG1130'NEAREST TOWN--LINCOLN.
 LG1130
 LG1130                          STATION RECOVERY (1976)
 LG1130
 LG1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LG1130'RECOVERED IN GOOD CONDITION.
 LG1130
 LG1130                          STATION RECOVERY (1992)
 LG1130
 LG1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LG1130'1.0 KM (0.60 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 34 FROM THE JUNCTION
 LG1130'OF INTERSTATE HIGHWAY 80 IN NORTHWEST LINCOLN, 0.1 KM (0.05 MI)
 LG1130'SOUTHEAST OF THE INTERSECTION OF A PAVED ROAD AND TRAFFIC SIGNAL, 46.0
 LG1130'M (150.9 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF
 LG1130'THE HIGHWAY, 12.5 M (41.0 FT) NORTH OF TRIANGULATION STATION OAK 2,
 LG1130'0.2 M (0.7 FT) SOUTHWEST OF A FENCE, AND 0.2 M (0.7 FT) EAST OF A
 LG1130'WITNESS POST.  NOTE--THE DISK IS AFFIXED TO A 3-INCH METAL PIPE AND
 LG1130'IS FLUSH WITH THE GROUND SURFACE,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1166 ***********************************************************************
 ML1166  DESIGNATION -  OCONTO
 ML1166  PID         -  ML1166
 ML1166  STATE/COUNTY-  NE/CUSTER
 ML1166  USGS QUAD   -  OCONTO SE (1974)
 ML1166
 ML1166                         *CURRENT SURVEY CONTROL
 ML1166  ___________________________________________________________________
 ML1166* NAD 83(1995)-  41 04 27.45371(N)    099 47 15.02074(W)     ADJUSTED  
 ML1166* NAVD 88     -       850.     (meters)    2789.     (feet)  SCALED    
 ML1166  ___________________________________________________________________
 ML1166  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 ML1166  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 ML1166
 ML1166  HORZ ORDER  -  THIRD
 ML1166
 ML1166.The horizontal coordinates were established by classical geodetic methods
 ML1166.and adjusted by the National Geodetic Survey in August 1997..
 ML1166
 ML1166.The orthometric height was scaled from a topographic map.
 ML1166
 ML1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1166
 ML1166.The geoid height was determined by GEOID03.
 ML1166
 ML1166;                    North         East     Units Scale Factor Converg.
 ML1166;SPC NE       -   137,800.860   517,852.541   MT  0.99968679   +0 08 26.9
 ML1166;UTM  14      - 4,547,303.038   433,843.694   MT  0.99965386   -0 31 02.8
 ML1166
 ML1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1166!SPC NE       -   0.99987028  x   0.99968679  =   0.99955711
 ML1166!UTM  14      -   0.99987028  x   0.99965386  =   0.99952419
 ML1166
 ML1166|---------------------------------------------------------------------|
 ML1166| PID    Reference Object                     Distance      Geod. Az  |
 ML1166|                                                           dddmmss.s |
 ML1166| CO1965 OCONTO RM 1                           8.452 METERS 01329     |
 ML1166| CO1964 OCONTO AZ MK                                       0774229.4 |
 ML1166| CO1966 OCONTO RM 2                           9.506 METERS 27604     |
 ML1166|---------------------------------------------------------------------|
 ML1166
 ML1166                          SUPERSEDED SURVEY CONTROL
 ML1166
 ML1166  NAD 83(1986)-  41 04 27.46067(N)    099 47 15.02563(W) AD(       ) 3
 ML1166  NAD 27      -  41 04 27.42800(N)    099 47 13.61200(W) AD(       ) 3
 ML1166
 ML1166.Superseded values are not recommended for survey control.
 ML1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1166.See file dsdata.txt to determine how the superseded data were derived.
 ML1166
 ML1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3384447303(NAD 83)
 ML1166_MARKER: DS = TRIANGULATION STATION DISK
 ML1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1166
 ML1166  HISTORY     - Date     Condition        Report By
 ML1166  HISTORY     - 1951     MONUMENTED       CGS
 ML1166
 ML1166                          STATION DESCRIPTION
 ML1166
 ML1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1166'THE STATION IS LOCATED ABOUT 5.5 MILES WEST OF LOMAX AND 5
 ML1166'MILES SOUTH-SOUTHWEST OF OCONTO.  IT IS ON THE HIGHEST POINT
 ML1166'OF A GRASS COVERED HILL, ABOUT 0.2 MILE WEST OF MR. ERNST
 ML1166'ACHTERBERGS HOUSE.  IT IS STAMPED OCONTO 1951 AND IS SET
 ML1166'FLUSH.
 ML1166'
 ML1166'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION.
 ML1166'IT IS STAMPED OCONTO NO 1 1951 AND IS SET FLUSH.
 ML1166'
 ML1166'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.
 ML1166'IT IS STAMPED OCONTO NO 2 1951 AND IS SET FLUSH.
 ML1166'
 ML1166'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 ML1166'NO. 2 IS 44.3 FEET.
 ML1166'
 ML1166'THE AZIMUTH MARK IS LOCATED IN AN EAST-WEST FENCE LINE, 41
 ML1166'FEET NORTHWEST OF THE CENTER OF A CROSSROAD INTERSECTION,
 ML1166'2.5 FEET SOUTHWEST OF A POWERLINE POLE AND 2 FEET WEST OF
 ML1166'A WITNESS POST.  IT IS STAMPED OCONTO 1951 AND PROJECTS 6
 ML1166'INCHES.
 ML1166'
 ML1166'TO REACH THE STATION FROM THE POST OFFICE IN OCONTO, GO NORTH
 ML1166'TO THE FIRST CROSS STREET, TURN RIGHT AND GO EAST ON A GRAVELED
 ML1166'STREET FOR 0.2 MILE TO STATE HIGHWAY 21.  TURN RIGHT AND GO SOUTH
 ML1166'ON STATE HIGHWAY 21 FOR 0.3 MILE TO STATE HIGHWAY 40, CONTINUE
 ML1166'SOUTHERLY ON STATE HIGHWAY 21 FOR 4.7 MILES TO A REVERSE Y.  TURN
 ML1166'SHARP RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.2 MILE TO A
 ML1166'SCHOOLHOUSE ON THE RIGHT, TURN LEFT, AND GO WEST ON A DIRT ROAD FOR
 ML1166'1.0 TO A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST
 ML1166'ANGLE AS DESCRIBED.  CONTINUE WEST FOR 0.2 MILE TO A
 ML1166'DRIVEWAY ON THE LEFT, TURN LEFT AND GO SOUTH 0.1 MILE TO
 ML1166'MR. ACHTERBERGS HOUSE AND A WIRE GATE JUST SOUTH OF A
 ML1166'WINDMILL.  PASS THROUGH THE GATE AND CONTINUE SOUTH ALONG
 ML1166'THE WEST SIDE OF A FENCE FOR 0.1 MILE, TURN RIGHT AND GO
 ML1166'WEST AND NORTHWEST THROUGH THE PASTURE FOR 0.3 MILE TO
 ML1166'THE HIGHEST POINT OF THE HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1164 ***********************************************************************
 ML1164  DESIGNATION -  OCONTO MUNICIPAL TANK
 ML1164  PID         -  ML1164
 ML1164  STATE/COUNTY-  NE/CUSTER
 ML1164  USGS QUAD   -  OCONTO (1974)
 ML1164
 ML1164                         *CURRENT SURVEY CONTROL
 ML1164  ___________________________________________________________________
 ML1164* NAD 83(1995)-  41 08 33.56236(N)    099 45 49.77210(W)     ADJUSTED  
 ML1164* NAVD 88     -                                                        
 ML1164  ___________________________________________________________________
 ML1164  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 ML1164  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 ML1164
 ML1164  HORZ ORDER  -  THIRD
 ML1164
 ML1164.The horizontal coordinates were established by classical geodetic methods
 ML1164.and adjusted by the National Geodetic Survey in August 1997..
 ML1164
 ML1164
 ML1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1164
 ML1164.The geoid height was determined by GEOID03.
 ML1164
 ML1164;                    North         East     Units Scale Factor Converg.
 ML1164;SPC NE       -   145,395.763   519,821.276   MT  0.99967857   +0 09 23.4
 ML1164;UTM  14      - 4,554,874.577   435,899.545   MT  0.99965057   -0 30 09.2
 ML1164
 ML1164                          SUPERSEDED SURVEY CONTROL
 ML1164
 ML1164  NAD 83(1986)-  41 08 33.56902(N)    099 45 49.77717(W) AD(       ) 4
 ML1164  NAD 27      -  41 08 33.54000(N)    099 45 48.37000(W) AD(       ) 3
 ML1164
 ML1164.Superseded values are not recommended for survey control.
 ML1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1164.See file dsdata.txt to determine how the superseded data were derived.
 ML1164
 ML1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3590054875(NAD 83)
 ML1164_MARKER: 53 = ELEVATED TANK
 ML1164_MARK LOGO: CGS   
 ML1164
 ML1164  HISTORY     - Date     Condition        Report By
 ML1164  HISTORY     - 1951     FIRST OBSERVED   CGS
 ML1164  HISTORY     - 1951     GOOD             CGS
 ML1164  HISTORY     - 19820810 GOOD             NGS
 ML1164
 ML1164                          STATION DESCRIPTION
 ML1164
 ML1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1164'THE STATION IS LOCATED IN THE NORTHWEST PART OF OCONTO, 0.15
 ML1164'MILE NORTH OF THE POST OFFICE, 141 FEET NORTH OF THE CENTER
 ML1164'OF AN EAST-WEST STREET, 120 FEET WEST OF THE CENTER OF A
 ML1164'NORTH-SOUTH STREET AND 33 FEET NORTHWEST OF THE NORTHWEST
 ML1164'CORNER OF A WHITE BUILDING.  (CITY FIRE DEPARTMENT).
 ML1164'
 ML1164'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 ML1164'OVERALL HEIGHT IS 110 FEET.
 ML1164'
 ML1164'THE POINT OBSERVED UPON WAS A BALL AT THE APEX OF THE TANK.
 ML1164
 ML1164                          STATION RECOVERY (1951)
 ML1164
 ML1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 ML1164'RECOVERED IN GOOD CONDITION.
 ML1164
 ML1164                          STATION RECOVERY (1982)
 ML1164
 ML1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ML1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1059 ***********************************************************************
 LG1059  DESIGNATION -  ODELL
 LG1059  PID         -  LG1059
 LG1059  STATE/COUNTY-  NE/GAGE
 LG1059  USGS QUAD   -  WYMORE (1970)
 LG1059
 LG1059                         *CURRENT SURVEY CONTROL
 LG1059  ___________________________________________________________________
 LG1059* NAD 83(1995)-  40 02 41.67382(N)    096 44 00.36497(W)     ADJUSTED  
 LG1059* NAVD 88     -       437.     (meters)    1434.     (feet)  SCALED    
 LG1059  ___________________________________________________________________
 LG1059  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LG1059  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 LG1059
 LG1059  HORZ ORDER  -  FIRST
 LG1059
 LG1059.The horizontal coordinates were established by classical geodetic methods
 LG1059.and adjusted by the National Geodetic Survey in August 1997..
 LG1059
 LG1059.The orthometric height was scaled from a topographic map.
 LG1059
 LG1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1059
 LG1059.The geoid height was determined by GEOID03.
 LG1059
 LG1059;                    North         East     Units Scale Factor Converg.
 LG1059;SPC NE       -    28,758.036   778,689.896   MT  0.99998001   +2 09 53.1
 LG1059;SPC KS N     -   190,772.498   508,088.202   MT  1.00005291   +0 48 04.9
 LG1059;UTM  14      - 4,435,203.064   693,355.311   MT  1.00006026   +1 27 31.4
 LG1059
 LG1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1059!SPC NE       -   0.99993573  x   0.99998001  =   0.99991574
 LG1059!SPC KS N     -   0.99993573  x   1.00005291  =   0.99998863
 LG1059!UTM  14      -   0.99993573  x   1.00006026  =   0.99999598
 LG1059
 LG1059:                Primary Azimuth Mark                     Grid Az
 LG1059:SPC NE       -  WYMORE MUNICIPAL TANK                    030 33 04.0
 LG1059:SPC KS N     -  WYMORE MUNICIPAL TANK                    031 54 52.2
 LG1059:UTM  14      -  WYMORE MUNICIPAL TANK                    031 15 25.7
 LG1059
 LG1059|---------------------------------------------------------------------|
 LG1059| PID    Reference Object                     Distance      Geod. Az  |
 LG1059|                                                           dddmmss.s |
 LG1059| LG1069 WYMORE MUNICIPAL TANK               APPROX.10.9 KM 0324257.1 |
 LG1059| LG1066 WYMORE IMMANUELS FRIEDHOF CH        APPROX. 8.1 KM 1263315.6 |
 LG1059| KF1143 BETHLEHEM EVAN LUTH CH SPIRE        APPROX. 6.6 KM 1921209.0 |
 LG1059| CL8013 ODELL RM 1                           33.876 METERS 21058     |
 LG1059| CL8012 ODELL AZ MK                                        2705729.9 |
 LG1059| LG1075 ODELL MUNICIPAL TANK                APPROX. 6.2 KM 2800533.2 |
 LG1059| CL8014 ODELL RM 2                           18.184 METERS 34329     |
 LG1059|---------------------------------------------------------------------|
 LG1059
 LG1059                          SUPERSEDED SURVEY CONTROL
 LG1059
 LG1059  NAD 83(1986)-  40 02 41.67997(N)    096 44 00.36142(W) AD(       ) 1
 LG1059  NAD 27      -  40 02 41.66900(N)    096 43 59.27400(W) AD(       ) 1
 LG1059
 LG1059.Superseded values are not recommended for survey control.
 LG1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1059.See file dsdata.txt to determine how the superseded data were derived.
 LG1059
 LG1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9335535203(NAD 83)
 LG1059_MARKER: DS = TRIANGULATION STATION DISK
 LG1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1059
 LG1059  HISTORY     - Date     Condition        Report By
 LG1059  HISTORY     - 1947     MONUMENTED       CGS
 LG1059
 LG1059                          STATION DESCRIPTION
 LG1059
 LG1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1059'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF WYMORE,
 LG1059'4 MILES EAST-SOUTHEAST OF ODELL, 99.5 FEET SOUTH OF THE CENTER
 LG1059'OF STATE HIGHWAY NO. 3 S, 57 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 LG1059'A WIRE GATE, AND 20 FEET WEST OF THE CENTER OF A DRIVEWAY.  IT IS
 LG1059'SET FLUSH WITH THE GROUND AND IS STAMPED ODELL 1947.
 LG1059'
 LG1059'REFERENCE MARK NO. 1 IS 1.5 FEET NORTHEAST OF THE NORTHEAST
 LG1059'CORNER OF A FARM BUILDING.  IT PROJECTS 8 INCHES AND IS STAMPED
 LG1059'ODELL NO 1 1947.
 LG1059'
 LG1059'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE CENTER OF STATE
 LG1059'HIGHWAY NO. 3 S, 1.6 FEET WEST OF A WITNESS POST, AND 0.6 FOOT
 LG1059'SOUTH OF A WIRE FENCE.  IT PROJECTS 7 INCHES AND IS STAMPED ODELL
 LG1059'NO 2 1947.
 LG1059'
 LG1059'AZIMUTH MARK IS 121 FEET SOUTH OF THE CENTER OF THE INTERSECTION
 LG1059'OF A CROSSROAD, WHICH IS THE JUNCTION OF STATE HIGHWAYS NO. 112
 LG1059'AND NO. 3 S, 88 FEET SOUTH OF A FENCE CORNER, 34 FEET EAST OF THE
 LG1059'CENTER OF A GRAVELED ROAD, 1.8 FEET SOUTH OF A WITNESS POST,
 LG1059'AND 1 FOOT WEST OF A WIRE FENCE.  IT PROJECTS 8 INCHES AND
 LG1059'IS STAMPED ODELL 1947.
 LG1059'
 LG1059'TO REACH THE STATION FROM ODELL, GO SOUTH 0.25 MILE TO STATE
 LG1059'HIGHWAY NO. 3 S, TURN LEFT, EAST, AND GO 3 MILES TO A CROSSROAD,
 LG1059'AND AZIMUTH MARK 121 FEET SOUTH AS DESCRIBED, CONTINUE EAST ON
 LG1059'STATE HIGHWAY NO. 3 S FOR 0.7 MILE TO THE STATION ON THE
 LG1059'RIGHT AS DESCRIBED.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT MALICKY IS VISIBLE AT 4 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT LINE IS VISIBLE AT 4 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT HULL IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT FAIRFIELD IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT BAR IS VISIBLE AT 20 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT BREMEN IS VISIBLE AT 4 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT HORSESHOE IS VISIBLE AT 15 FEET.
 LG1059'
 LG1059'A 47 FOOT SIGNAL AT LANHAM IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT ROSEMAN IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT BILLS IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT BLOODY IS VISIBLE AT 15 FEET.
 LG1059'
 LG1059'A 4 FOOT SIGNAL AT ASH IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT JANSEN EAST BASE IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'A 74 FOOT SIGNAL AT WYMORE IS VISIBLE AT 37 FEET.
 LG1059'
 LG1059'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1075 ***********************************************************************
 LG1075  DESIGNATION -  ODELL MUNICIPAL TANK
 LG1075  PID         -  LG1075
 LG1075  STATE/COUNTY-  NE/GAGE
 LG1075  USGS QUAD   -  ODELL (1970)
 LG1075
 LG1075                         *CURRENT SURVEY CONTROL
 LG1075  ___________________________________________________________________
 LG1075* NAD 83(1995)-  40 03 16.58781(N)    096 48 16.19594(W)     ADJUSTED  
 LG1075* NAVD 88     -                                                        
 LG1075  ___________________________________________________________________
 LG1075  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 LG1075  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 LG1075
 LG1075  HORZ ORDER  -  THIRD
 LG1075
 LG1075.The horizontal coordinates were established by classical geodetic methods
 LG1075.and adjusted by the National Geodetic Survey in August 1997..
 LG1075
 LG1075
 LG1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1075
 LG1075.The geoid height was determined by GEOID03.
 LG1075
 LG1075;                    North         East     Units Scale Factor Converg.
 LG1075;SPC NE       -    29,607.560   772,589.996   MT  0.99997577   +2 07 03.5
 LG1075;SPC KS N     -   191,766.879   502,009.759   MT  1.00005528   +0 45 23.1
 LG1075;UTM  14      - 4,436,127.662   687,265.915   MT  1.00003173   +1 24 47.7
 LG1075
 LG1075                          SUPERSEDED SURVEY CONTROL
 LG1075
 LG1075  NAD 83(1986)-  40 03 16.59396(N)    096 48 16.19267(W) AD(       ) 4
 LG1075  NAD 27      -  40 03 16.58300(N)    096 48 15.09800(W) AD(       ) 3
 LG1075
 LG1075.Superseded values are not recommended for survey control.
 LG1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1075.See file dsdata.txt to determine how the superseded data were derived.
 LG1075
 LG1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8726636128(NAD 83)
 LG1075_MARKER: 53 = ELEVATED TANK
 LG1075
 LG1075  HISTORY     - Date     Condition        Report By
 LG1075  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1075  HISTORY     - 20040806 GOOD             USPSQD
 LG1075
 LG1075                          STATION DESCRIPTION
 LG1075
 LG1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1075'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF THE TOWN OF
 LG1075'ODELL, 250 FEET WEST OF A STREET INTERSECTION AND 100 FEET NORTH
 LG1075'OF THE CENTER OF A GRAVELED STREET.  TANK PROPER HAS A BALL AT THE
 LG1075'APEX OF ITS CONE SHAPED ROOF.  IT IS SUPPORTED BY FOUR STEEL
 LG1075'TRUSWORK LEGS.  THE ENTIRE STRUCTURE IS PAINTED BLACK AND HAS
 LG1075'AN OVERALL HEIGHT OF ABOUT 125 FEET.
 LG1075'
 LG1075'THE BALL AT THE APEX OF THE ROOF WAS OBSERVED UPON.
 LG1075
 LG1075                          STATION RECOVERY (2004)
 LG1075
 LG1075'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1075'STATION FOUND GOOD. THE GRAVELED ROAD IN THE 1947 DESCRIPTION IS NOW
 LG1075'PAVED AND IS W. LIND ST. THE TANK IS NORTH OF W. LIND STREET AND NORTH
 LG1075'OF N. JOHN STREET WHERE IT DEAD-ENDS AT W. LIND STREET. TANK IS IN THE
 LG1075'NORTHWEST CORNER OF THE INTERSECTION OF W. LIND ST. AND N. JOHN ST.
 LG1075'EXTENDED. THE ROOF AND BOWL OF TANK ARE AQUA, BOTTOM OF TANK AND 4
 LG1075'LEGS ARE SILVER. TANK BOWL HAS BLACK LETTERING ODELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1318 ***********************************************************************
 LH1318  DESIGNATION -  ODESSA
 LH1318  PID         -  LH1318
 LH1318  STATE/COUNTY-  NE/BUFFALO
 LH1318  USGS QUAD   -  ALFALFA CENTER (1974)
 LH1318
 LH1318                         *CURRENT SURVEY CONTROL
 LH1318  ___________________________________________________________________
 LH1318* NAD 83(1995)-  40 43 28.06496(N)    099 14 15.16058(W)     ADJUSTED  
 LH1318* NAVD 88     -       721.78   (+/-2cm)    2368.0    (feet)  VERTCON   
 LH1318  ___________________________________________________________________
 LH1318  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 LH1318  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 LH1318
 LH1318  HORZ ORDER  -  SECOND
 LH1318  VERT ORDER  -  THIRD ? (See Below)
 LH1318
 LH1318.The horizontal coordinates were established by classical geodetic methods
 LH1318.and adjusted by the National Geodetic Survey in August 1997..
 LH1318
 LH1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1318.The vertical order pertains to the NGVD 29 superseded value.
 LH1318
 LH1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1318
 LH1318.The geoid height was determined by GEOID03.
 LH1318
 LH1318;                    North         East     Units Scale Factor Converg.
 LH1318;SPC NE       -    99,224.593   564,398.842   MT  0.99975085   +0 30 19.0
 LH1318;UTM  14      - 4,508,197.649   479,939.162   MT  0.99960495   -0 09 17.9
 LH1318
 LH1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1318!SPC NE       -   0.99989061  x   0.99975085  =   0.99964148
 LH1318!UTM  14      -   0.99989061  x   0.99960495  =   0.99949560
 LH1318
 LH1318:                Primary Azimuth Mark                     Grid Az
 LH1318:SPC NE       -  ODESSA AZ MK                             040 02 27.3
 LH1318:UTM  14      -  ODESSA AZ MK                             040 42 04.2
 LH1318
 LH1318|---------------------------------------------------------------------|
 LH1318| PID    Reference Object                     Distance      Geod. Az  |
 LH1318|                                                           dddmmss.s |
 LH1318| CO1967 ODESSA AZ MK                                       0403246.3 |
 LH1318| CO1968 ODESSA AZ MK 2                                     0411026.2 |
 LH1318| LH1307 KEARNEY CON PWR ELEC RAD MAST       APPROX.11.8 KM 0975210.8 |
 LH1318| LH1304 KEARNEY BOYS TRAIN SCH STACK        APPROX. 9.7 KM 1014226.2 |
 LH1318| LH1314 KEARNEY BOYS TRAIN SCH SPIPE        APPROX. 9.8 KM 1021247.0 |
 LH1318| LH1310 KEARNEY BUFFALO CO CTHSE DOME       APPROX.13.6 KM 1061937.5 |
 LH1318| CO1969 ODESSA RM 1                          18.145 METERS 18259     |
 LH1318| CO1970 ODESSA RM 2                          18.213 METERS 26649     |
 LH1318| LH1334 ELM CREEK TWP ATT RELAY TOWER       APPROX. 7.7 KM 2923743.3 |
 LH1318|---------------------------------------------------------------------|
 LH1318
 LH1318                          SUPERSEDED SURVEY CONTROL
 LH1318
 LH1318  NAD 83(1986)-  40 43 28.07177(N)    099 14 15.16236(W) AD(       ) 2
 LH1318  NAD 27      -  40 43 28.03200(N)    099 14 13.82500(W) AD(       ) 2
 LH1318  NGVD 29 (07/19/86)  721.53   (m)         2367.2    (f) LEVELING    3  
 LH1318
 LH1318.Superseded values are not recommended for survey control.
 LH1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1318.See file dsdata.txt to determine how the superseded data were derived.
 LH1318
 LH1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML7993908198(NAD 83)
 LH1318_MARKER: DS = TRIANGULATION STATION DISK
 LH1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1318+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 LH1318
 LH1318  HISTORY     - Date     Condition        Report By
 LH1318  HISTORY     - 1950     MONUMENTED       CGS
 LH1318  HISTORY     - 1959     GOOD             CGS
 LH1318  HISTORY     - 1966     GOOD             CGS
 LH1318  HISTORY     - 20060118 GOOD             NEDR
 LH1318
 LH1318                          STATION DESCRIPTION
 LH1318
 LH1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1318'STATION IS LOCATED ABOUT 8-1/2 MILES WEST NORTHWEST OF KEARNEY
 LH1318'AND 2 MILES NORTHEAST OF ODESSA IN PASTURE LAND.  STATION IS
 LH1318'36 FEET EAST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD AND
 LH1318'11 FEET EAST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 LH1318'THE DISK IS STAMPED ODESSA 1950.
 LH1318'
 LH1318'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE APPROXIMATE CENTERLINE
 LH1318'OF GRAVEL ROAD AND 0.5 FOOT EAST OF FENCE.  THE MARK PROJECTS
 LH1318'ABOUT 4 INCHES AND THE DISK IS STAMPED ODESSA NO 1 1950.
 LH1318'
 LH1318'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE APPROXIMATE CENTERLINE
 LH1318'OF GRAVEL ROAD AND IN FENCELINE.  THE MARK PROJECTS ABOUT 4
 LH1318'INCHES AND THE DISK IS STAMPED ODESSA NO 2 1950.
 LH1318'
 LH1318'AZIMUTH MARK IS 24 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 LH1318'ROAD, 3 FEET WEST OF WITNESS POST AND 0.5 FOOT NORTH OF FENCE.
 LH1318'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ODESSA
 LH1318'1950.
 LH1318'
 LH1318'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE ROUTE 10
 LH1318'IN KEARNEY GO WEST ON U.S. HIGHWAY 30 FOR 8.1 MILES TO CROSSROADS.
 LH1318'TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 1.7 MILES TO STATION
 LH1318'ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR
 LH1318'0.3 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.15
 LH1318'MILE TO AZIMUTH MARK ON RIGHT OR SOUTH SIDE OF ROAD AS
 LH1318'DESCRIBED.
 LH1318'
 LH1318'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LH1318
 LH1318                          STATION RECOVERY (1959)
 LH1318
 LH1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1318'STATION RECOVERED AND ALL MARKS FOUND INTACT.  THE OLD ROAD
 LH1318'ADJACENT TO THE STATION HAS NOW BEEN CHANGED AND FOLLOWS THE
 LH1318'SECTION LINE HENCE THE STATION IS NOW IN A FENCED PASTURE AND
 LH1318'WEST OF THE PRESENT GRAVELLED COUNTY ROAD.
 LH1318'
 LH1318'REACHED FROM ODESSA BY GOING EAST ON HIGHWAY US 30 FOR ONE MILE
 LH1318'THENCE LEFT, NORTH FOR 1.7 MILES TO TOP OF HILL, THE STATION
 LH1318'IS ON THE WEST IN THE PASTURE APPROXIMATELY 250 FEET.
 LH1318'
 LH1318'12 FOOT STAND USED AT THIS DATE.
 LH1318
 LH1318                          STATION RECOVERY (1966)
 LH1318
 LH1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1318'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 LH1318'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 LH1318'WAS IN THE WAY OF ROAD CONSTRUCTION AND WAS DESTROYED.
 LH1318'
 LH1318'A NEW AZIMUTH MARK WAS SET.
 LH1318'
 LH1318'FOLLOWING IS A NEW DESCRIPTION.
 LH1318'
 LH1318'TO REACH THE STATION FROM THE CROSSROAD IN ODESSA, GO EAST ON
 LH1318'U.S. HIGHWAY 30 FOR 1.0 MILES TO A CROSSROAD.  TURN LEFT AND
 LH1318'GO NORTH ON A GRAVELED ROAD FOR 1.7 MILES TO THE TOP OF HILL AND
 LH1318'THE STATION IS IN OPEN PASTURE LAND ABOUT 300 FEET WEST OF THE
 LH1318'GRAVELED ROAD.
 LH1318'
 LH1318'STATION MARK, A STANDARD DISK STAMPED ODESSA 1950, IS SET IN THE
 LH1318'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 LH1318'85 FEET SOUTH OF AN EAST-WEST FENCE AND 36 FEET EAST OF THE CENTER
 LH1318'OF AN OLD ROAD BED.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 LH1318'
 LH1318'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ODESSA NO 1 1950,
 LH1318'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 LH1318'INCHES.  IT IS 25 FEET EAST OF THE CENTER OF THE OLD ROAD BED.
 LH1318'
 LH1318'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ODESSA NO. 2 1950,
 LH1318'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 LH1318'INCHES.  IT IS 88.5 FEET SOUTH OF THE EAST-WEST FENCE AND 24
 LH1318'FEET WEST OF THE CENTER OF THE OLD ROAD BED.
 LH1318'
 LH1318'AZIMUTH MARK, A STANDARD DISK STAMPED ODESSA 1950 AZ.2 1966, IS
 LH1318'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 LH1318'IT IS 30 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 13 FEET
 LH1318'EAST OF THE CENTER OF A WIRE GATE, 2 FEET EAST OF THE EAST
 LH1318'GATE POST FOR THE WIRE GATE, 1.5 FEET WEST OF A METAL WITNESS
 LH1318'POST, AND 1 FOOT SOUTH OF A FENCE.
 LH1318'
 LH1318'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 LH1318'GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 LH1318'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.15 MILE TO TOP OF
 LH1318'HILL, A WIRE GATE AND THE MARK ON THE LEFT.
 LH1318'
 LH1318'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES
 LH1318'NORTHEAST OF ODESSA
 LH1318
 LH1318                          STATION RECOVERY (2006)
 LH1318
 LH1318'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JC)
 LH1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4108 ***********************************************************************
 AB4108  CBN         -  This is a Cooperative Base Network Control Station.
 AB4108  PACS        -  This is a Primary Airport Control Station.
 AB4108  DESIGNATION -  ODX A
 AB4108  PID         -  AB4108
 AB4108  STATE/COUNTY-  NE/VALLEY
 AB4108  USGS QUAD   -  ORD (1985)
 AB4108
 AB4108                         *CURRENT SURVEY CONTROL
 AB4108  ___________________________________________________________________
 AB4108* NAD 83(1995)-  41 37 24.67765(N)    098 57 02.39772(W)     ADJUSTED  
 AB4108* NAVD 88     -       627.62   (meters)    2059.1    (feet)  GPS OBS   
 AB4108  ___________________________________________________________________
 AB4108  X           -    -742,964.468 (meters)                     COMP
 AB4108  Y           -  -4,717,177.194 (meters)                     COMP
 AB4108  Z           -   4,214,838.355 (meters)                     COMP
 AB4108  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 AB4108  ELLIP HEIGHT-         603.79  (meters)          (07/10/01) GPS OBS
 AB4108  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AB4108
 AB4108  HORZ ORDER  -  B
 AB4108  ELLP ORDER  -  FOURTH    CLASS I
 AB4108
 AB4108.This mark is at Evelyn Sharp Field Airport (ODX)
 AB4108
 AB4108.The horizontal coordinates were established by GPS observations
 AB4108.and adjusted by the National Geodetic Survey in June 1996..
 AB4108
 AB4108.The orthometric height was determined by GPS observations and a
 AB4108.high-resolution geoid model.
 AB4108
 AB4108.GPS derived orthometric heights for airport stations designated as
 AB4108.PACS or SACS are published to 2 decimal places.  This maintains
 AB4108.centimeter relative accuracy between the PACS and SACS.  It does
 AB4108.not indicate centimeter accuracy relative to other marks which are
 AB4108.part of the NAVD 88 network.
 AB4108
 AB4108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4108
 AB4108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4108
 AB4108.The ellipsoidal height was determined by GPS observations
 AB4108.and is referenced to NAD 83.
 AB4108
 AB4108.The geoid height was determined by GEOID03.
 AB4108
 AB4108;                    North         East     Units Scale Factor Converg.
 AB4108;SPC NE       -   199,286.766   587,416.860   MT  0.99966070   +0 41 43.4
 AB4108;UTM  14      - 4,607,978.806   504,109.716   MT  0.99960021   +0 01 58.0
 AB4108
 AB4108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4108!SPC NE       -   0.99990531  x   0.99966070  =   0.99956604
 AB4108!UTM  14      -   0.99990531  x   0.99960021  =   0.99950555
 AB4108
 AB4108|---------------------------------------------------------------------|
 AB4108| PID    Reference Object                     Distance      Geod. Az  |
 AB4108|                                                           dddmmss.s |
 AB4108| ML0510 F 328                               182.016 METERS 10948     |
 AB4108| AB4171 ODX B                               APPROX. 0.5 KM 1362557.0 |
 AB4108|---------------------------------------------------------------------|
 AB4108
 AB4108                          SUPERSEDED SURVEY CONTROL
 AB4108
 AB4108  ELLIP H (06/25/96)  603.85   (m)                       GP(       ) 1 1
 AB4108
 AB4108.Superseded values are not recommended for survey control.
 AB4108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4108.See file dsdata.txt to determine how the superseded data were derived.
 AB4108
 AB4108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0411007979(NAD 83)
 AB4108_MARKER: I = METAL ROD
 AB4108_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4108_STAMPING: ODX A 1995
 AB4108_MARK LOGO: NGS   
 AB4108_PROJECTION: FLUSH
 AB4108_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4108+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 AB4108_ROD/PIPE-DEPTH: 11.1 meters
 AB4108_SLEEVE-DEPTH  : 1.0 meters
 AB4108
 AB4108  HISTORY     - Date     Condition        Report By
 AB4108  HISTORY     - 1995     MONUMENTED       NGS
 AB4108  HISTORY     - 19970530 GOOD             NGS
 AB4108  HISTORY     - 20000613 GOOD             NEDR
 AB4108
 AB4108                          STATION DESCRIPTION
 AB4108
 AB4108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4108'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF ELYRIA, 1.5
 AB4108'MI (2.4 KM) NORTHWEST OF ORD AT THE ORD/EVELYN SHARP FIELD NEAR THE
 AB4108'JUNCTION OF RUNWAYS 13/31 (PAVED) AND 17/35 (TURF). OWNERSHIP--VALLEY
 AB4108'COUNTY AIRPORT AUTHORITY, 1411 M STREET, ORD NE 68862.  AIRPORT
 AB4108'MANAGER IS DAVE WILLAMS, PHONE (308) 728-3913.  TO REACH THE STATION
 AB4108'FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 11 NORTH ON THE WEST SIDE
 AB4108'OF ORD, GO NORTH ON STATE HIGHWAY 11 FOR 1.45 MI (2.33 KM) TO A ROAD
 AB4108'LEFT, TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI
 AB4108'(0.08 KM) TO A GATE ON THE LEFT, TURN LEFT, PASS THROUGH GATE AND GO
 AB4108'SOUTHEAST, THEN SOUTHWEST AROUND A QUONSET TYPE HANGAR ON A DIRT THEN
 AB4108'PAVED ROAD/TAXIWAY FOR 0.05 MI (0.08 KM) TO A CONCRETE APRON ON THE
 AB4108'RIGHT, BEAR RIGHT AND GO WEST ACROSS THE APRON FOR 0.05 MI (0.08 KM)
 AB4108'TO A CONNECTOR TAXIWAY LEFT, BEAR LEFT AND GO SOUTHWEST ON THE TAXIWAY
 AB4108'FOR 150 FT (45.7 M) TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE
 AB4108'RUNWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT NEAR A DAYLIGHT
 AB4108'MARKER PANEL JUST AFTER CROSSING THE TURF RUNWAY 17/35.  THE STATION
 AB4108'IS 150.2 FT (45.8 M) NORTHEAST OF THE PAVED RUNWAY CENTER, 150.0 FT
 AB4108'(45.7 M) WEST OF THE APPROXIMATE CENTER OF THE TURF RUNWAY, 112.1 FT
 AB4108'(34.2 M) NORTH-NORTHEAST OF A RUNWAY LIGHT (14) AND 5.2 FT (1.6 M)
 AB4108'SOUTH OF THE SOUTH END OF A MARKER PANEL WITH WITNESS POST.
 AB4108'NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY
 AB4108'AIRPORT CONTROL STATION.
 AB4108
 AB4108                          STATION RECOVERY (1997)
 AB4108
 AB4108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4108'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF ELYRIA, 1.5
 AB4108'MI (2.4 KM) NORTHWEST OF ORD AT THE ORD/ELELYN SHARP FIELD NEAR THE
 AB4108'JUNCTION OF RUNWAYS 13/31 (PAVED) AND 17/35 (TURF) . OWNERSHIP--VALLEY
 AB4108'COUNTY AIRPORT AUTHORITY, 1411  M  STREET, ORD, NE 68862.  AIRPORT
 AB4108'MANAGER IS DAVE WILLAMS, PHONE (308) 728-3913.  TO REACH THE STATION
 AB4108'FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 11 NORTH ON THE WEST SIDE
 AB4108'OF ORD, GO NORTH ON STATE HIGHWAY 11 FOR 1.45 MI (2.33 KM) TO A ROAD
 AB4108'LEFT, TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI
 AB4108'(0.08 KM) TO A GATE ON THE LEFT, TURN LEFT, PASS THROUGH GATE AND GO
 AB4108'SOUTHEAST, THEN SOUTHWEST AROUND A QUONSET TYPE HANGER ON A DIRT THEN
 AB4108'PAVED ROAD/TAXIWAY FOR 0.05 MI (0.08 KM) TO A CONCRETE APRON ON THE
 AB4108'RIGHT, BEAR RIGHT AND GO WEST ACROSS THE APRON FOR 0.05 MI (0.08 KM)
 AB4108'TO A CONNECTOR TAXIWAY LEFT, BEAR LEFT AND GO SOUTHWEST ON THE TAXIWAY
 AB4108'FOR 150 FT (45.7 M) TO THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE
 AB4108'RUNWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT NEAR A DAYLIGHT
 AB4108'MARKER PANEL JUST AFTER CROSSING THE TURF RUNWAY 17/35.  THE STATION
 AB4108'IS 150.2 FT (45.8 M) NORTHEAST OF THE PAVED RUNWAY CENTER, 150.0 FT
 AB4108'(45.7 M) WEST OF THE APPROXIMATE CENTER OF THE TURF RUNWAY, 112.1 FT
 AB4108'(34.2 M) NORTH NORTHEAST OF A RUNWAY LIGHT (14) AND 5.2 FT (1.6 M)
 AB4108'SOUTH OF THE SOUTH END OF A MARKER PANEL WITH WITNESS POST.  THIS
 AB4108'STATION HAS BEEN SELECTED AS THIS AIRPORTS PRIMARY AIRPORT CONTROL
 AB4108'STATION (PACS) .
 AB4108
 AB4108                          STATION RECOVERY (2000)
 AB4108
 AB4108'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4108'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4171 ***********************************************************************
 AB4171  SACS        -  This is a Secondary Airport Control Station.
 AB4171  DESIGNATION -  ODX B
 AB4171  PID         -  AB4171
 AB4171  STATE/COUNTY-  NE/VALLEY
 AB4171  USGS QUAD   -  ORD (1985)
 AB4171
 AB4171                         *CURRENT SURVEY CONTROL
 AB4171  ___________________________________________________________________
 AB4171* NAD 83(1995)-  41 37 12.15459(N)    098 56 46.52349(W)     ADJUSTED  
 AB4171* NAVD 88     -       626.81   (meters)    2056.5    (feet)  GPS OBS   
 AB4171  ___________________________________________________________________
 AB4171  X           -    -742,641.237 (meters)                     COMP
 AB4171  Y           -  -4,717,487.226 (meters)                     COMP
 AB4171  Z           -   4,214,548.916 (meters)                     COMP
 AB4171  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 AB4171  ELLIP HEIGHT-         602.90  (meters)          (01/09/02) GPS OBS
 AB4171  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AB4171
 AB4171  HORZ ORDER  -  FIRST
 AB4171  ELLP ORDER  -  FOURTH    CLASS II
 AB4171
 AB4171.This mark is at Evelyn Sharp Field Airport (ODX)
 AB4171
 AB4171.The horizontal coordinates were established by GPS observations
 AB4171.and adjusted by the National Geodetic Survey in September 1998..
 AB4171
 AB4171.The orthometric height was determined by GPS observations and a
 AB4171.high-resolution geoid model.
 AB4171
 AB4171.GPS derived orthometric heights for airport stations designated as
 AB4171.PACS or SACS are published to 2 decimal places.  This maintains
 AB4171.centimeter relative accuracy between the PACS and SACS.  It does
 AB4171.not indicate centimeter accuracy relative to other marks which are
 AB4171.part of the NAVD 88 network.
 AB4171
 AB4171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4171
 AB4171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4171
 AB4171.The ellipsoidal height was determined by GPS observations
 AB4171.and is referenced to NAD 83.
 AB4171
 AB4171.The geoid height was determined by GEOID03.
 AB4171
 AB4171;                    North         East     Units Scale Factor Converg.
 AB4171;SPC NE       -   198,905.037   587,788.892   MT  0.99966057   +0 41 53.9
 AB4171;UTM  14      - 4,607,592.823   504,477.286   MT  0.99960025   +0 02 08.5
 AB4171
 AB4171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4171!SPC NE       -   0.99990544  x   0.99966057  =   0.99956605
 AB4171!UTM  14      -   0.99990544  x   0.99960025  =   0.99950573
 AB4171
 AB4171:                Primary Azimuth Mark                     Grid Az
 AB4171:SPC NE       -  ODX A                                    315 44 13.6
 AB4171:UTM  14      -  ODX A                                    316 23 59.0
 AB4171
 AB4171|---------------------------------------------------------------------|
 AB4171| PID    Reference Object                     Distance      Geod. Az  |
 AB4171|                                                           dddmmss.s |
 AB4171| AB4108 ODX A                               APPROX. 0.5 KM 3162607.5 |
 AB4171|---------------------------------------------------------------------|
 AB4171
 AB4171                          SUPERSEDED SURVEY CONTROL
 AB4171
 AB4171  ELLIP H (09/17/98)  602.97   (m)                       GP(       ) 4 2
 AB4171
 AB4171.Superseded values are not recommended for survey control.
 AB4171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4171.See file dsdata.txt to determine how the superseded data were derived.
 AB4171
 AB4171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0447707593(NAD 83)
 AB4171_MARKER: I = METAL ROD
 AB4171_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4171_STAMPING: ODX B 1995
 AB4171_MARK LOGO: NGS   
 AB4171_PROJECTION: FLUSH
 AB4171_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4171+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1997
 AB4171_ROD/PIPE-DEPTH: 9.5  meters
 AB4171_SLEEVE-DEPTH  : 1.0 meters
 AB4171
 AB4171  HISTORY     - Date     Condition        Report By
 AB4171  HISTORY     - 1995     MONUMENTED       NGS
 AB4171  HISTORY     - 19970530 GOOD             NGS
 AB4171
 AB4171                          STATION DESCRIPTION
 AB4171
 AB4171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4171'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF ELYRIA, 1.5
 AB4171'MI (2.4 KM) NORTHWEST OF ORD, AT THE ORD/ELELYN SHARP FIELD NEAR THE
 AB4171'APPROACH END OF RUNWAY 31.  OWNERSHIP--VALLEY COUNTY AIRPORT
 AB4171'AUTHORITY, 1411 M (4629.3 FT) STREET, ORD NE 68862.  AIRPORT MANAGER
 AB4171'IS DAVE WILLIAMS, PHONE (308) 728-3913.  TO REACH THE STATION FROM THE
 AB4171'JUNCTION OF STATE HIGHWAYS 70 AND 11 NORTH ON THE WEST SIDE OF ORD, GO
 AB4171'NORTH ON STATE HIGHWAY 11 FOR 1.45 MI (2.33 KM) TO A ROAD LEFT, TURN
 AB4171'LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO
 AB4171'A GATE ON THE LEFT, TURN LEFT, PASS THROUGH GATE AND GO SOUTHEAST,
 AB4171'THEN SOUTHWEST AROUND A QUONSET HANGAR ON A DIRT THEN PAVED
 AB4171'ROAD/TAXIWAY FOR 0.05 MI (0.08 KM) TO A CONCRETE APRON ON THE RIGHT,
 AB4171'BEAR RIGHT AND GO WEST ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO A
 AB4171'CONNECTOR TAXIWAY LEFT, BEAR LEFT AND GO SOUTHWEST ON THE TAXIWAY FOR
 AB4171'150 FT (45.7 M) TO THE RUNWAY, TURN LEFT AND GO SOUTHEAST ON THE
 AB4171'RUNWAY FOR 0.2 MI (0.3 KM) TO THE PAVEMENT END AND THE STATION ON THE
 AB4171'LEFT, IN LINE WITH THE THRESHOLD LIGHTS.  THE STATION IS 137.4 FT
 AB4171'(41.9 M) NORTHEAST OF THE RUNWAY CENTER AT THE PAVEMENT END, 97.2 FT
 AB4171'(29.6 M) NORTHEAST OF THE MOST NORTHEASTERLY OF 8 THRESHOLD LIGHTS
 AB4171'(71), 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST AND 1.5 FT (0.5 M)
 AB4171'SOUTHEAST OF A WITNESS POST.  THIS STATION TO BE USED AS SACS.
 AB4171
 AB4171                          STATION RECOVERY (1997)
 AB4171
 AB4171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4171'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF ELYRIA, 1.5
 AB4171'MI (2.4 KM) NORTHWEST OF ORD AT THE ORD/ELELYN SHARP FIELD NEAR THE
 AB4171'APPROACH END OF RUNWAY 31.  OWNERSHIP--VALLEY COUNTY AIRPORT
 AB4171'AUTHORITY, 1411  M  STREET, ORD, NE 68862.  AIRPORT MANAGER IS DAVE
 AB4171'WILLAMS, PHONE (308) 728-3913.  TO REACH THE STATION FROM THE JUNCTION
 AB4171'OF STATE HIGHWAYS 70 AND 11 NORTH ON THE WEST SIDE OF ORD, GO NORTH ON
 AB4171'STATE HIGHWAY 11 FOR 1.45 MI (2.33 KM) TO A ROAD LEFT, TURN LEFT AND
 AB4171'GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A GATE
 AB4171'ON THE LEFT, TURN LEFT, PASS THROUGH GATE AND GO SOUTHEAST, THEN
 AB4171'SOUTHWEST AROUND A QUONSET TYPE HANGER ON A DIRT THEN PAVED
 AB4171'ROAD/TAXIWAY FOR 0.05 MI (0.08 KM) TO A CONCRETE APRON ON THE RIGHT,
 AB4171'BEAR RIGHT AND GO WEST ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO A
 AB4171'CONNECTOR TAXIWAY LEFT, BEAR LEFT AND GO SOUTHWEST ON THE TAXIWAY FOR
 AB4171'150 FT (45.7 M) TO THE RUNWAY, TURN LEFT AND GO SOUTHEAST ON THE
 AB4171'RUNWAY FOR 0.2 MI (0.3 KM) TO THE PAVEMENT END AND THE STATION ON THE
 AB4171'LEFT AND INLINE WITH THE THREASHOLD LIGHTS.  THE STATION IS 137.4 FT
 AB4171'(41.9 M) NORTHEAST OF THE RUNWAY CENTER AT THE PAVEMENT END, 97.2 FT
 AB4171'(29.6 M) NORTHEAST OF THE MOST NORTHEASTERLY OF 8 THREASHOLD LIGHTS
 AB4171'(71) , 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST AND 1.5 FT (0.5 M)
 AB4171'SOUTHEAST OF A WITNESS POST.  THIS STATION HAS BEEN SELECTED AS THIS
 AB4171'AIRPORTS SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0309 ***********************************************************************
 LG0309  DESIGNATION -  OFFICIAL MILESTONE
 LG0309  PID         -  LG0309
 LG0309  STATE/COUNTY-  NE/LANCASTER
 LG0309  USGS QUAD   -  LINCOLN (1980)
 LG0309
 LG0309                         *CURRENT SURVEY CONTROL
 LG0309  ___________________________________________________________________
 LG0309* NAD 83(1986)-  40 48 50.     (N)    096 42 28.     (W)     SCALED    
 LG0309* NAVD 88     -       359.890  (meters)    1180.74   (feet)  ADJUSTED  
 LG0309  ___________________________________________________________________
 LG0309  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 LG0309  DYNAMIC HT  -         359.731 (meters)    1180.22  (feet)  COMP
 LG0309  MODELED GRAV-     980,171.1   (mgal)                       NAVD 88
 LG0309
 LG0309  VERT ORDER  -  FIRST     CLASS II
 LG0309
 LG0309.The horizontal coordinates were scaled from a topographic map and have
 LG0309.an estimated accuracy of +/- 6 seconds.
 LG0309
 LG0309.The orthometric height was determined by differential leveling
 LG0309.and adjusted by the National Geodetic Survey in June 1991..
 LG0309
 LG0309.The geoid height was determined by GEOID03.
 LG0309
 LG0309.The dynamic height is computed by dividing the NAVD 88
 LG0309.geopotential number by the normal gravity value computed on the
 LG0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0309.degrees latitude (g = 980.6199 gals.).
 LG0309
 LG0309.The modeled gravity was interpolated from observed gravity values.
 LG0309
 LG0309;                    North         East    Units  Estimated Accuracy
 LG0309;SPC NE       -   114,160.      777,630.      MT  (+/- 180 meters Scaled)
 LG0309
 LG0309                          SUPERSEDED SURVEY CONTROL
 LG0309
 LG0309  NGVD 29 (??/??/92)  359.793  (m)         1180.42   (f) ADJ UNCH    1 2
 LG0309
 LG0309.Superseded values are not recommended for survey control.
 LG0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0309.See file dsdata.txt to determine how the superseded data were derived.
 LG0309
 LG0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL933206(NAD 83)
 LG0309_MARKER: DB = BENCH MARK DISK
 LG0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0309_SP_SET: GRANITE BLOCK
 LG0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0309
 LG0309  HISTORY     - Date     Condition        Report By
 LG0309  HISTORY     - UNK      MONUMENTED       CGS
 LG0309  HISTORY     - 1940     GOOD             NGS
 LG0309  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0309  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0309
 LG0309                          STATION DESCRIPTION
 LG0309
 LG0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0309'AT LINCOLN.
 LG0309'AT LINCOLN, LANCASTER COUNTY, AT THE CITY HALL, AND 12 FEET
 LG0309'SOUTH OF THE SOUTH ENTRANCE.  A 12-INCH BRONZE DISK, SET IN
 LG0309'THE TOP OF A GRANITE BLOCK.
 LG0309
 LG0309                          STATION RECOVERY (1990)
 LG0309
 LG0309'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0309'MARK NOT FOUND.
 LG0309
 LG0309                          STATION RECOVERY (1991)
 LG0309
 LG0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0309'THE DESCRIBED AREA IS NOW A SIDEWALK.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1227 ***********************************************************************
 MJ1227  DESIGNATION -  OFFUTT FIELD AIRWAY BCN 332
 MJ1227  PID         -  MJ1227
 MJ1227  STATE/COUNTY-  NE/SARPY
 MJ1227  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1227
 MJ1227                         *CURRENT SURVEY CONTROL
 MJ1227  ___________________________________________________________________
 MJ1227* NAD 83(1995)-  41 07 57.86996(N)    095 54 55.81101(W)     ADJUSTED  
 MJ1227* NAVD 88     -                                                        
 MJ1227  ___________________________________________________________________
 MJ1227  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 MJ1227  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 MJ1227
 MJ1227  HORZ ORDER  -  THIRD
 MJ1227
 MJ1227.The horizontal coordinates were established by classical geodetic methods
 MJ1227.and adjusted by the National Geodetic Survey in August 1997..
 MJ1227
 MJ1227
 MJ1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1227
 MJ1227.The geoid height was determined by GEOID03.
 MJ1227
 MJ1227;                    North         East     Units Scale Factor Converg.
 MJ1227;SPC NE       -   152,364.962   842,722.159   MT  0.99967967   +2 42 24.4
 MJ1227;SPC IA S     -   128,604.918   297,215.872   MT  0.99994907   -1 35 27.9
 MJ1227;UTM  15      - 4,557,590.416   255,279.912   MT  1.00033713   -1 55 07.6
 MJ1227
 MJ1227                          SUPERSEDED SURVEY CONTROL
 MJ1227
 MJ1227  NAD 83(1986)-  41 07 57.87846(N)    095 54 55.80954(W) AD(       ) 4
 MJ1227  NAD 27      -  41 07 57.88200(N)    095 54 54.76000(W) AD(       ) 3
 MJ1227
 MJ1227.Superseded values are not recommended for survey control.
 MJ1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1227.See file dsdata.txt to determine how the superseded data were derived.
 MJ1227
 MJ1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5528057590(NAD 83)
 MJ1227_MARKER: 22 = AIRWAY BEACON
 MJ1227
 MJ1227  HISTORY     - Date     Condition        Report By
 MJ1227  HISTORY     - 1947     FIRST OBSERVED   CGS
 MJ1227  HISTORY     - 1959     GOOD             CGS
 MJ1227
 MJ1227                          STATION DESCRIPTION
 MJ1227
 MJ1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1227'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF THE FORT
 MJ1227'CROOK AIRFIELD ON A HIGH HILL.  IT IS 12 FOOT SQUARE AT THE
 MJ1227'BASE AND IS ABOUT 50 FEET IN HEIGHT, THE TOWER IS PAINTED
 MJ1227'SILVER WITH RED BASE.
 MJ1227'
 MJ1227'TO REACH FROM THE POST OFFICE IN PLATTSMOUTH, GO WEST FOR
 MJ1227'0.1 MILE TO HIGHWAY 73 AND 75 AND TURN LEFT, GO NORTH ON
 MJ1227'HIGHWAY FOR 10.3 MILES, TURN EAST AND GO 0.4 MILE TO MAIN
 MJ1227'GATE OF 2ND AIR FORCE, CONTINUE EAST 0.1 MILE TO BRIDGE ON
 MJ1227'LEFT CROSS BRIDGE AND FOLLOW ROAD NORTHEAST UP HILL FOR 0.1
 MJ1227'MILE TO BEACON ON LEFT AS DESCRIBED.
 MJ1227'
 MJ1227'POINT INTERSECTED WAS THE BEACON LAMP.
 MJ1227
 MJ1227                          STATION RECOVERY (1959)
 MJ1227
 MJ1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 MJ1227'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF OFFUTT
 MJ1227'AIR FORCE BASE ON A HIGH HILL.  THE BEACON IS ATOP OF 50 FT.
 MJ1227'FOUR LEGGED STEEL TOWER PAINTED SILVER.
 MJ1227'
 MJ1227'TO REACH FROM THE POST OFFICE IN PLATTSMOUTH, GO WEST FOR
 MJ1227'0.1 MILE TO HIGHWAY 73 AND 75 AND TURN LEFT, GO NORTH ON
 MJ1227'HIGHWAY FOR 10.3 MILES, TURN EAST FOR 0.3 MILES TO MAIN GATE,
 MJ1227'PROCEED EASTERLY FOR 0.1 MILE ALONG MAIN DRIVE TO TRACK ROAD
 MJ1227'LEADING NORTHEAST TO TOP OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4116 ***********************************************************************
 AB4116  CBN         -  This is a Cooperative Base Network Control Station.
 AB4116  PACS        -  This is a Primary Airport Control Station.
 AB4116  DESIGNATION -  OGA A
 AB4116  PID         -  AB4116
 AB4116  STATE/COUNTY-  NE/KEITH
 AB4116  USGS QUAD   -  BRULE SE (1961)
 AB4116
 AB4116                         *CURRENT SURVEY CONTROL
 AB4116  ___________________________________________________________________
 AB4116* NAD 83(1995)-  41 07 03.03501(N)    101 46 12.46329(W)     ADJUSTED  
 AB4116* NAVD 88     -       990.89   (meters)    3250.9    (feet)  RESET     
 AB4116  ___________________________________________________________________
 AB4116  X           -    -981,732.144 (meters)                     COMP
 AB4116  Y           -  -4,711,556.589 (meters)                     COMP
 AB4116  Z           -   4,172,901.300 (meters)                     COMP
 AB4116  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 AB4116  ELLIP HEIGHT-         970.02  (meters)          (09/24/01) GPS OBS
 AB4116  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 AB4116
 AB4116  HORZ ORDER  -  B
 AB4116  VERT ORDER  -  THIRD
 AB4116  ELLP ORDER  -  FOURTH    CLASS I
 AB4116
 AB4116.This mark is at Searle Field Airport (OGA)
 AB4116
 AB4116.The horizontal coordinates were established by GPS observations
 AB4116.and adjusted by the National Geodetic Survey in June 1996..
 AB4116
 AB4116.The orthometric height was computed from unverified reset data.
 AB4116.No vertical observational check was made to the station.
 AB4116
 AB4116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4116
 AB4116.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4116
 AB4116.The ellipsoidal height was determined by GPS observations
 AB4116.and is referenced to NAD 83.
 AB4116
 AB4116.The geoid height was determined by GEOID03.
 AB4116
 AB4116;                    North         East     Units Scale Factor Converg.
 AB4116;SPC NE       -   144,098.234   351,392.457   MT  0.99968143   -1 10 23.0
 AB4116;UTM  14      - 4,555,500.587   267,429.784   MT  1.00026575   -1 49 20.9
 AB4116
 AB4116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4116!SPC NE       -   0.99984787  x   0.99968143  =   0.99952935
 AB4116!UTM  14      -   0.99984787  x   1.00026575  =   1.00011358
 AB4116
 AB4116                          SUPERSEDED SURVEY CONTROL
 AB4116
 AB4116  ELLIP H (06/25/96)  970.06   (m)                       GP(       ) 1 1
 AB4116
 AB4116.Superseded values are not recommended for survey control.
 AB4116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4116.See file dsdata.txt to determine how the superseded data were derived.
 AB4116
 AB4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6743055501(NAD 83)
 AB4116_MARKER: I = METAL ROD
 AB4116_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4116_STAMPING: OGA A 1995
 AB4116_MARK LOGO: NGS   
 AB4116_PROJECTION: FLUSH
 AB4116_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4116+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1997
 AB4116_ROD/PIPE-DEPTH: 19.2 meters
 AB4116_SLEEVE-DEPTH  : 1 meters
 AB4116
 AB4116  HISTORY     - Date     Condition        Report By
 AB4116  HISTORY     - 1995     MONUMENTED       NGS
 AB4116  HISTORY     - 19970803 GOOD             NGS
 AB4116
 AB4116                          STATION DESCRIPTION
 AB4116
 AB4116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4116'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-NORTHEAST OF BRULE,
 AB4116'2.4 MI (3.9 KM) WEST OF OGALLALA, AT THE OGALLALA/SEARLE FIELD AND
 AB4116'NEAR THE MIDPOINT OF RUNWAY 08/26.  OWNERSHIP--CITY OF OGALLALA, 411
 AB4116'EAST 2ND STREET, OGALLALA NE 69153.  AIRPORT MANAGER IS KARL
 AB4116'ELMSHAEUSER, PHONE (308) 284-4644.  TO REACH THE STATION FROM THE
 AB4116'JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 61 IN OGALLALA, GO
 AB4116'WESTERLY ON U.S. HIGHWAY 30 FOR 1.8 MI (2.9 KM) TO THE ROAD FORK
 AB4116'RIGHT, BEAR RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.4 MI
 AB4116'(0.6 KM) TO A AIRPORT BEACON JUST AHEAD AND A GATE LEFT, TURN LEFT
 AB4116'PASS THROUGH GATE AND GO SOUTH ON A PAVED HANGAR APRON FOR 0.05 MI
 AB4116'(0.08 KM) TO THE SOUTH END OF A HANGAR, TURN RIGHT AND GO WEST ON A
 AB4116'APRON EDGE TAXIWAY FOR 0.15 MI (0.24 KM) TO A TAXIWAY FORK, BEAR LEFT
 AB4116'AND GO SOUTH ON A TAXIWAY 0.1 MI (0.2 KM) TO RUNWAY ENDS 31 AND 26,
 AB4116'TURN RIGHT AND GO WEST ON RUNWAY 08/26 FOR 0.4 MI (0.6 KM) TO THE
 AB4116'STATION ON THE LEFT JUST BEFORE REACHING THE ONLY SET OF CLEAR RUNWAY
 AB4116'LIGHTS.  THE STATION IS 127.6 FT (38.9 M) WEST-SOUTHWEST OF A RUNWAY
 AB4116'LIGHT (34), 109.5 FT (33.4 M) SOUTH OF THE RUNWAY CENTER, 106.0 FT
 AB4116'(32.3 M) SOUTHEAST OF A RUNWAY LIGHT (32), 18.0 FT (5.5 M) NORTH OF
 AB4116'THE APPROXIMATE EDGE OF A CULTIVATED FIELD, 1.1 FT (0.3 M) EAST OF A
 AB4116'WITNESS POST AND 1.1 FT (0.3 M) WEST OF A WITNESS POST.  NOTE--THIS
 AB4116'STATION WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT
 AB4116'CONTROL STATION.
 AB4116
 AB4116                          STATION RECOVERY (1997)
 AB4116
 AB4116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4116'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0220 ***********************************************************************
 MM0220  DESIGNATION -  OGALLALA
 MM0220  PID         -  MM0220
 MM0220  STATE/COUNTY-  NE/KEITH
 MM0220  USGS QUAD   -  OGALLALA (1971)
 MM0220
 MM0220                         *CURRENT SURVEY CONTROL
 MM0220  ___________________________________________________________________
 MM0220* NAD 83(1986)-  41 07 42.     (N)    101 43 11.     (W)     SCALED    
 MM0220* NAVD 88     -       983.361  (meters)    3226.24   (feet)  ADJUSTED  
 MM0220  ___________________________________________________________________
 MM0220  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 MM0220  DYNAMIC HT  -         982.754 (meters)    3224.25  (feet)  COMP
 MM0220  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 MM0220
 MM0220  VERT ORDER  -  FIRST     CLASS II
 MM0220
 MM0220.The horizontal coordinates were scaled from a topographic map and have
 MM0220.an estimated accuracy of +/- 6 seconds.
 MM0220
 MM0220.The orthometric height was determined by differential leveling
 MM0220.and adjusted by the National Geodetic Survey in June 1991..
 MM0220
 MM0220.The geoid height was determined by GEOID03.
 MM0220
 MM0220.The dynamic height is computed by dividing the NAVD 88
 MM0220.geopotential number by the normal gravity value computed on the
 MM0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0220.degrees latitude (g = 980.6199 gals.).
 MM0220
 MM0220.The modeled gravity was interpolated from observed gravity values.
 MM0220
 MM0220;                    North         East    Units  Estimated Accuracy
 MM0220;SPC NE       -   145,210.      355,650.      MT  (+/- 180 meters Scaled)
 MM0220
 MM0220                          SUPERSEDED SURVEY CONTROL
 MM0220
 MM0220.No superseded survey control is available for this station.
 MM0220
 MM0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL717565(NAD 83)
 MM0220_MARKER: DB = BENCH MARK DISK
 MM0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0220_STAMPING: OGALLALA 1933
 MM0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0220+STABILITY: SURFACE MOTION
 MM0220
 MM0220  HISTORY     - Date     Condition        Report By
 MM0220  HISTORY     - 1933     MONUMENTED       CGS
 MM0220  HISTORY     - 1934     GOOD             NGS
 MM0220  HISTORY     - 19980710 MARK NOT FOUND   USPSQD
 MM0220
 MM0220                          STATION DESCRIPTION
 MM0220
 MM0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MM0220'AT OGALLALA.
 MM0220'AT OGALLALA, KEITH COUNTY, NEBR. AT S.W. CORNER OF THE COURTHOUSE
 MM0220'YARD.  45 FEET NORTH OF CENTER LINE OF FIFTH STREET, AND 36 FEET
 MM0220'EAST OF CENTER LINE OF SPRUCE STREET.  12 FEET NORTH OF NORTH
 MM0220'EDGE OF NORTH SIDEWALK OF FIFTH STREET.  3 FEET EAST OF EAST
 MM0220'EDGE OF EAST SIDEWALK OF SPRUCE ST.  A STANDARD DISK SET IN
 MM0220'CEMENT POST.
 MM0220
 MM0220                          STATION RECOVERY (1998)
 MM0220
 MM0220'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0476 ***********************************************************************
 MM0476  DESIGNATION -  OGALLALA
 MM0476  PID         -  MM0476
 MM0476  STATE/COUNTY-  NE/KEITH
 MM0476  USGS QUAD   -  OGALLALA (1971)
 MM0476
 MM0476                         *CURRENT SURVEY CONTROL
 MM0476  ___________________________________________________________________
 MM0476* NAD 83(1995)-  41 10 58.10877(N)    101 41 13.44090(W)     ADJUSTED  
 MM0476* NAVD 88     -      1093.0    (meters)    3586.     (feet)  VERTCON   
 MM0476  ___________________________________________________________________
 MM0476  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 MM0476  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 MM0476
 MM0476  HORZ ORDER  -  FIRST
 MM0476
 MM0476.The horizontal coordinates were established by classical geodetic methods
 MM0476.and adjusted by the National Geodetic Survey in August 1997..
 MM0476
 MM0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0476
 MM0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0476
 MM0476.The geoid height was determined by GEOID03.
 MM0476
 MM0476;                    North         East     Units Scale Factor Converg.
 MM0476;SPC NE       -   151,206.915   358,506.282   MT  0.99967440   -1 07 04.9
 MM0476;UTM  14      - 4,562,532.004   274,627.971   MT  1.00022516   -1 46 12.3
 MM0476
 MM0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0476!SPC NE       -   0.99983185  x   0.99967440  =   0.99950631
 MM0476!UTM  14      -   0.99983185  x   1.00022516  =   1.00005697
 MM0476
 MM0476:                Primary Azimuth Mark                     Grid Az
 MM0476:SPC NE       -  OGALLALA RM 1 AZIMUTH                    130 22 47.5
 MM0476:UTM  14      -  OGALLALA RM 1 AZIMUTH                    131 01 54.9
 MM0476
 MM0476|---------------------------------------------------------------------|
 MM0476| PID    Reference Object                     Distance      Geod. Az  |
 MM0476|                                                           dddmmss.s |
 MM0476| CP7846 OGALLALA RM 1 AZIMUTH                              1291542.6 |
 MM0476| CP7847 OGALLALA RM 2                        22.623 METERS 15251     |
 MM0476| CP7848 OGALLALA RM 3                        10.790 METERS 33233     |
 MM0476|---------------------------------------------------------------------|
 MM0476
 MM0476                          SUPERSEDED SURVEY CONTROL
 MM0476
 MM0476  NAD 83(1986)-  41 10 58.11086(N)    101 41 13.44524(W) AD(       ) 1
 MM0476  NAD 27      -  41 10 58.14200(N)    101 41 11.81800(W) AD(       ) 1
 MM0476  NGVD 29 (07/19/86) 1092.6    (m)         3585.     (f) VERT ANG       
 MM0476
 MM0476.Superseded values are not recommended for survey control.
 MM0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0476.See file dsdata.txt to determine how the superseded data were derived.
 MM0476
 MM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7462862532(NAD 83)
 MM0476_MARKER: P = PIPE CAP
 MM0476_SETTING: 0 = UNSPECIFIED SETTING
 MM0476
 MM0476  HISTORY     - Date     Condition        Report By
 MM0476  HISTORY     - 1933     MONUMENTED       USGS
 MM0476  HISTORY     - 1933     GOOD             CGS
 MM0476  HISTORY     - 1967     GOOD             CGS
 MM0476  HISTORY     - 1971     GOOD             NGS
 MM0476  HISTORY     - 1982     GOOD             LOCENG
 MM0476  HISTORY     - 19980711 GOOD             USPSQD
 MM0476
 MM0476                          STATION DESCRIPTION
 MM0476
 MM0476'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 MM0476'STATION IS ABOUT 4 MILES NE OF OGALLALA IN SW 1/4 SEC. 18,
 MM0476'T 14 N, R 38 W, ON A HILL IN PASTURE OWNED BY MARTIN J. NOWAK.
 MM0476'
 MM0476'STATION MARK IS A U.S.G.S. IRON PIPE WITH CAP, SURROUNDED
 MM0476'BY CONCRETE OF REGULATION SIZE.
 MM0476'
 MM0476'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 MM0476'
 MM0476'REFERENCE MARK NO. 1, (AZIMUTH MARK,) IS SE OF STATION IN
 MM0476'E AND W FENCE LINE, 50 YARDS W OF GATE AND FENCE CORNER.
 MM0476'
 MM0476'REFERENCE MARK NO. 2 IS E OF S ON SAME RIDGE AS STATION.
 MM0476'
 MM0476'REFERENCE MARK NO. 3 IS NW OF STATION ON SAME RIDGE.
 MM0476'
 MM0476'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MM0476'
 MM0476'REACHED FROM OGALLALA BY U.S. HIGHWAY 26, N, 3.7 MILES TO
 MM0476'CROSSROADS, THENCE E 2.4 MILES TO A FARM LANE, THENCE N AND
 MM0476'W FOLLOWING A FENCE LINE 0.55 MILE TO A GATE IN N AND S FENCE.
 MM0476'AZIMUTH MARK IS IN FENCE LINE 50 YARDS W OF THIS GATE.
 MM0476'FROM GATE FOLLOW RIDGE NW 0.3 MILE TO STATION.  STATION IS
 MM0476'ON A PROMINENT KNOLL ON EDGE OF BREAKS OVERLOOKING NORTH
 MM0476'PLATTE VALLEY, AND HIGHEST POINT IN VICINITY.  TRUCK TO
 MM0476'STATION.
 MM0476
 MM0476                          STATION RECOVERY (1933)
 MM0476
 MM0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WRP)
 MM0476'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 MM0476'IT IS ON A PROMINENT KNOLL ON EDGE OF BREAKS OVERLOOKING
 MM0476'NORTH PLATTE VALLEY, AND HIGHEST POINT IN VICINITY.
 MM0476
 MM0476                          STATION RECOVERY (1967)
 MM0476
 MM0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HED)
 MM0476'STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND AZIMUTH
 MM0476'MARK WERE ALL FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.
 MM0476'
 MM0476'ADDITIONAL TO REACH--TO REACH THE STATION FROM THE INTERSECTION
 MM0476'OF HIGHWAYS NO. 30 AND 26, GO NORTH ON HIGHWAY NO. 26 FOR
 MM0476'3.7 MILES TO CROSS ROADS, TURN RIGHT (EAST) ON COUNTY ROAD
 MM0476'AND GO 2.0 MILES TO FIELD ENTRANCE ON LEFT (NORTH SIDE OF
 MM0476'COUNTY ROAD).  TURN LEFT (NORTH) AT FIELD ENTRANCE AND
 MM0476'FOLLOW FIELD ROAD FOR APPROXIMATELY 1100 FEET TO GATE IN
 MM0476'NORTH-SOUTH FENCE.  AZIMUTH MARK IS 200 FEET WEST OF GATE
 MM0476'IN FENCE LINE.  FROM GATE, FOLLOW RIDGE 0.3 MILE NORTHWEST TO
 MM0476'STATION.  STATION IS ON A PROMINENT KNOLL ON EDGE OF BREAKS
 MM0476'OVERLOOKING NORTH PLATTE VALLEY AND HIGHEST POINT IN
 MM0476'VICINITY.
 MM0476
 MM0476                          STATION RECOVERY (1971)
 MM0476
 MM0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0476'STATION RM 1 (AZ MARK), RM 2 AND RM 3 ALL RECOVERED IN GOOD
 MM0476'CONDITION.
 MM0476'
 MM0476'NEW ROUTE DESCRIPTION FOLLOWS--TO REACH THE STATION FROM THE JUNCTION
 MM0476'U.S. HWYS 30 AND U.S. HWY 26 AND STATE HWY 61 IN OGALLALA, NEB., GO
 MM0476'NORTH ON HWY 26-61 FOR 2.6 MILES TO WHERE HWY 26 TURNS WEST AND HWY
 MM0476'61 TURNS EAST.  CONTINUE NORTH ON GRAVEL ROAD FOR 0.15 MILE TO A
 MM0476'STOP SIGN.  CONTINUE NORTH ON GRAVEL ROAD FOR 1.0 MILE TO A
 MM0476'CROSSROAD.  TURN RIGHT (EAST) AT CROSS ROAD FOR 2.05 MILES TO A
 MM0476'DIM TRACK ROAD ON THE LEFT AT THE EAST EDGE OF A FIELD.  TURN LEFT
 MM0476'(NORTH) ON TRACK ROAD FOR 0.2 MILE TO A FENCE CORNER (AZ MARK IS 50
 MM0476'YARDS WEST OF FENCE CORNER) AND A GATE IN THE NORTH-SOUTH
 MM0476'FENCELINE.  ENTER GATE AND GO WEST AND NORTH THROUGH PASTURE FOR
 MM0476'0.25 MILE TO TOP OF KNOLL AND STATION.
 MM0476
 MM0476                          STATION RECOVERY (1982)
 MM0476
 MM0476'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JCF)
 MM0476'SEE PICTURES RECOVERED GOOD.
 MM0476'
 MM0476'R.M. NO 3 RECOVERED GOOD.
 MM0476'
 MM0476'R.M. NO 1 (AZ MK) RECOVERED GOOD.
 MM0476'
 MM0476'R.M. NO 2 RECOVERED GOOD.
 MM0476'
 MM0476'WE NEED SIGN FOR AZIMUTH MARK.
 MM0476
 MM0476                          STATION RECOVERY (1998)
 MM0476
 MM0476'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0221 ***********************************************************************
 MM0221  DESIGNATION -  OGALLALA RESET
 MM0221  PID         -  MM0221
 MM0221  STATE/COUNTY-  NE/KEITH
 MM0221  USGS QUAD   -  OGALLALA (1971)
 MM0221
 MM0221                         *CURRENT SURVEY CONTROL
 MM0221  ___________________________________________________________________
 MM0221* NAD 83(1986)-  41 07 42.     (N)    101 43 10.     (W)     SCALED    
 MM0221* NAVD 88     -       982.904  (meters)    3224.74   (feet)  ADJUSTED  
 MM0221  ___________________________________________________________________
 MM0221  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 MM0221  DYNAMIC HT  -         982.297 (meters)    3222.75  (feet)  COMP
 MM0221  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 MM0221
 MM0221  VERT ORDER  -  FIRST     CLASS II
 MM0221
 MM0221.The horizontal coordinates were scaled from a topographic map and have
 MM0221.an estimated accuracy of +/- 6 seconds.
 MM0221
 MM0221.The orthometric height was determined by differential leveling
 MM0221.and adjusted by the National Geodetic Survey in June 1991..
 MM0221
 MM0221.The geoid height was determined by GEOID03.
 MM0221
 MM0221.The dynamic height is computed by dividing the NAVD 88
 MM0221.geopotential number by the normal gravity value computed on the
 MM0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0221.degrees latitude (g = 980.6199 gals.).
 MM0221
 MM0221.The modeled gravity was interpolated from observed gravity values.
 MM0221
 MM0221;                    North         East    Units  Estimated Accuracy
 MM0221;SPC NE       -   145,210.      355,670.      MT  (+/- 180 meters Scaled)
 MM0221
 MM0221                          SUPERSEDED SURVEY CONTROL
 MM0221
 MM0221  NGVD 29 (02/14/92)  982.475  (m)         3223.34   (f) ADJUSTED    1 2
 MM0221
 MM0221.Superseded values are not recommended for survey control.
 MM0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0221.See file dsdata.txt to determine how the superseded data were derived.
 MM0221
 MM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL717565(NAD 83)
 MM0221_MARKER: DB = BENCH MARK DISK
 MM0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0221_SP_SET: CONCRETE POST
 MM0221_STAMPING: OGALLALA RESET 1963 ELEVATION 3223.475
 MM0221_MARK LOGO: NEDR  
 MM0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0221+STABILITY: SURFACE MOTION
 MM0221
 MM0221  HISTORY     - Date     Condition        Report By
 MM0221  HISTORY     - 1963     MONUMENTED       NEDR
 MM0221  HISTORY     - 1986     GOOD             NGS
 MM0221  HISTORY     - 19980710 GOOD             USPSQD
 MM0221  HISTORY     - 20040811 GOOD             USPSQD
 MM0221
 MM0221                          STATION DESCRIPTION
 MM0221
 MM0221'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963
 MM0221'IN OGALLALA.
 MM0221'B.M. IS LOCATED AT THE INTERSECTION OF 5TH AND SPRUCE STREETS
 MM0221'IN OGALLALA, 39.8 FEET NORTH OF THE CENTERLINE OF 5TH STREET
 MM0221'AND 40.2 FEET EAST OF THE CENTERLINE OF SPRUCE STREET.  B.M. IS
 MM0221'9.9 FEET NORTH OF THE NORTH EDGE OF THE NORTH SIDEWALK ON 5TH
 MM0221'STREET AND 10.05 FEET EAST OF THE EAST EDGE OF THE EAST SIDEWALK
 MM0221'OF SPRUCE STREET.  B.M. IS A BRASS CAP SET IN THE TOP OF A
 MM0221'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 MM0221
 MM0221                          STATION RECOVERY (1986)
 MM0221
 MM0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0221'RECOVERED IN GOOD CONDITION.  THE 1963 DESCRIPTION IS ADEQUATE EXCEPT
 MM0221'THE 196 IN THE STAMPING IS NOT LEGIBLE.
 MM0221
 MM0221                          STATION RECOVERY (1998)
 MM0221
 MM0221'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0221'RECOVERED IN GOOD CONDITION.
 MM0221
 MM0221                          STATION RECOVERY (2004)
 MM0221
 MM0221'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MM0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0333 ***********************************************************************
 MM0333  SACS        -  This is a Secondary Airport Control Station.
 MM0333  DESIGNATION -  OGALLPORT
 MM0333  PID         -  MM0333
 MM0333  STATE/COUNTY-  NE/KEITH
 MM0333  USGS QUAD   -  BRULE SE (1961)
 MM0333
 MM0333                         *CURRENT SURVEY CONTROL
 MM0333  ___________________________________________________________________
 MM0333* NAD 83(1995)-  41 07 03.40354(N)    101 45 46.60054(W)     ADJUSTED  
 MM0333* NAVD 88     -       988.635  (meters)    3243.55   (feet)  ADJUSTED  
 MM0333  ___________________________________________________________________
 MM0333  X           -    -981,139.509 (meters)                     COMP
 MM0333  Y           -  -4,711,670.697 (meters)                     COMP
 MM0333  Z           -   4,172,908.413 (meters)                     COMP
 MM0333  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 MM0333  ELLIP HEIGHT-         967.81  (meters)          (06/27/02) GPS OBS
 MM0333  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 MM0333  DYNAMIC HT  -         988.018 (meters)    3241.52  (feet)  COMP
 MM0333  MODELED GRAV-     979,965.3   (mgal)                       NAVD 88
 MM0333
 MM0333  HORZ ORDER  -  FIRST
 MM0333  VERT ORDER  -  FIRST     CLASS II
 MM0333  ELLP ORDER  -  FOURTH    CLASS I
 MM0333
 MM0333.This mark is at Searle Field Airport (OGA)
 MM0333
 MM0333.The horizontal coordinates were established by GPS observations
 MM0333.and adjusted by the National Geodetic Survey in August 1997..
 MM0333
 MM0333.The orthometric height was determined by differential leveling
 MM0333.and adjusted by the National Geodetic Survey in June 1991..
 MM0333
 MM0333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0333
 MM0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0333
 MM0333.The ellipsoidal height was determined by GPS observations
 MM0333.and is referenced to NAD 83.
 MM0333
 MM0333.The geoid height was determined by GEOID03.
 MM0333
 MM0333.The dynamic height is computed by dividing the NAVD 88
 MM0333.geopotential number by the normal gravity value computed on the
 MM0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0333.degrees latitude (g = 980.6199 gals.).
 MM0333
 MM0333.The modeled gravity was interpolated from observed gravity values.
 MM0333
 MM0333;                    North         East     Units Scale Factor Converg.
 MM0333;SPC NE       -   144,097.274   351,995.731   MT  0.99968142   -1 10 05.9
 MM0333;UTM  14      - 4,555,492.784   268,033.360   MT  1.00026230   -1 49 03.9
 MM0333
 MM0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0333!SPC NE       -   0.99984821  x   0.99968142  =   0.99952968
 MM0333!UTM  14      -   0.99984821  x   1.00026230  =   1.00011047
 MM0333
 MM0333:                Primary Azimuth Mark                     Grid Az
 MM0333:SPC NE       -  OGALLPORT AZ MK                          270 58 51.1
 MM0333:UTM  14      -  OGALLPORT AZ MK                          271 37 49.1
 MM0333
 MM0333|---------------------------------------------------------------------|
 MM0333| PID    Reference Object                     Distance      Geod. Az  |
 MM0333|                                                           dddmmss.s |
 MM0333| MM0334 OGALLPORT AZ MK                     APPROX. 1.3 KM 2694845.2 |
 MM0333|---------------------------------------------------------------------|
 MM0333
 MM0333                          SUPERSEDED SURVEY CONTROL
 MM0333
 MM0333  ELLIP H (08/18/97)  967.84   (m)                       GP(       ) 4 1
 MM0333  ELLIP H (01/07/93)  967.70   (m)                       GP(       ) 4 2
 MM0333  NAD 83(1986)-  41 07 03.40188(N)    101 45 46.60445(W) AD(       ) 1
 MM0333  NGVD 29 (02/14/92)  988.199  (m)         3242.12   (f) ADJUSTED    1 2
 MM0333
 MM0333.Superseded values are not recommended for survey control.
 MM0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0333.See file dsdata.txt to determine how the superseded data were derived.
 MM0333
 MM0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6803355493(NAD 83)
 MM0333_MARKER: DH = HORIZONTAL CONTROL DISK
 MM0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0333_SP_SET: CONCRETE POST
 MM0333_STAMPING: OGALLPORT 1986
 MM0333_MARK LOGO: NGS   
 MM0333_PROJECTION: FLUSH
 MM0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0333+STABILITY: SURFACE MOTION
 MM0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0333+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1997
 MM0333
 MM0333  HISTORY     - Date     Condition        Report By
 MM0333  HISTORY     - 1986     MONUMENTED       NGS
 MM0333  HISTORY     - 19880713 GOOD             NGS
 MM0333  HISTORY     - 19890717 GOOD
 MM0333  HISTORY     - 19950809 GOOD             NGS
 MM0333  HISTORY     - 19970803 GOOD             NGS
 MM0333
 MM0333                          STATION DESCRIPTION
 MM0333
 MM0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0333'IN OGALLALA.
 MM0333'IN OGALLALA, AT THE OGALLALA MUNICIPAL AIRPORT, AT THE JUNCTION OF THE
 MM0333'MAIN EAST-WEST ASPHALT RUNWAY AND A NORTHWEST-SOUTHEAST RUNWAY AND THE
 MM0333'PAVED TAXIWAY FROM THE AIRPORT OFFICE, BETWEEN TWO WITNESS POSTS,
 MM0333'23.2 METERS (76 FT) SOUTH OF THE CENTER OF THE EAST-WEST RUNWAY,
 MM0333'9.8 METERS (32 FT) WEST OF THE SOUTH CORNER OF AN ASPHALT TURN-AROUND,
 MM0333'11.6 METERS (38 FT) SOUTH OF THE SOUTH EDGE OF THE EAST-WEST ASPHALT
 MM0333'RUNWAY AND 15.5 METERS (51 FT) WEST OF THE 3RD LITE NORTH OF THE MOST
 MM0333'SOUTH END RUNWAY LITES.
 MM0333'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MM0333'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 MM0333
 MM0333                          STATION RECOVERY (1988)
 MM0333
 MM0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MM0333'THE STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) WEST OF OGALLALA, AT THE
 MM0333'OGALLALA MUNICIPAL AIRPORT, AT THE WEST SIDE OF RUNWAY END 31.
 MM0333'OWNERSHIP--OGALLALA AIRPORT AUTHORITY, OGALLALA, NE.  AIRPORT MANAGER
 MM0333'IS DON KAPLAN, TELEPHONE 308-284-2749.
 MM0333'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND US HIGHWAY
 MM0333'26, STATE HIGHWAY 61 IN OGALLALA, GO WESTERLY ON US HIGHWAY 30 FOR 2.9
 MM0333'KM (1.80 MI) TO THE AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST
 MM0333'ON A PAVED ROAD FOR 0.71 KM (0.45 MI) TO AN AIRPORT BEACON AND PAVED
 MM0333'LANE.  TURN LEFT AND GO FOR ABOUT 50 METERS TO A GATE.  PASS THROUGH
 MM0333'THE GATE AND GO WEST AND SOUTH FOR 0.24 KM (0.15 MI) TO THE JUNCTION
 MM0333'OF RUNWAY ENDS 26 AND 31, AND THE STATION ON THE SOUTHWEST SIDE OF THE
 MM0333'JUNCTION.
 MM0333'THE STATION MARK IS 22.8 M (74.8 FT) SOUTH OF THE RUNWAY 08-26
 MM0333'CENTERLINE, 16.9 M (55.4 FT) WEST-SOUTHWEST OF THE RUNWAY 13-31
 MM0333'CENTERLINE, 11.2 M (36.7 FT) WEST OF THE SOUTHWEST 1 OF 6 RED-GREEN
 MM0333'RUNWAY END LIGHT.
 MM0333'DESCRIBED BY R.D.BALL.
 MM0333
 MM0333                          STATION RECOVERY (1989)
 MM0333
 MM0333'RECOVERED 1989
 MM0333'RECOVERED IN GOOD CONDITION.
 MM0333
 MM0333                          STATION RECOVERY (1995)
 MM0333
 MM0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MM0333'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-NORTHEAST OF BRULE,
 MM0333'2.4 MI (3.9 KM) WEST OF OGALLALA, AT THE OGALLALA/SEARLE FIELD AND
 MM0333'NEAR THE JUNCTION OF THE TWO PAVED RUNWAYS.  OWNERSHIP--CITY OF
 MM0333'OGALLALA, 411 EAST 2ND STREET, OGALLALA NE 69153.  AIRPORT MANAGER IS
 MM0333'KARL ELMSHAEUSER, PHONE (308) 284-4644.  TO REACH THE STATION FROM THE
 MM0333'JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 61 IN OGALLALA, GO
 MM0333'WESTERLY ON US HIGHWAY 30 FOR 1.8 MI (2.9 KM) TO THE ROAD FORK RIGHT,
 MM0333'BEAR RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.4 MI (0.6
 MM0333'KM) TO AN AIRPORT BEACON JUST AHEAD AND A GATE LEFT, TURN LEFT PASS
 MM0333'THROUGH GATE AND GO SOUTH ON A PAVED HANGAR APRON FOR 0.05 MI (0.08
 MM0333'KM) TO THE SOUTH END OF A HANGAR, TURN RIGHT AND GO WEST ON A APRON
 MM0333'EDGE TAXIWAY FOR 0.15 MI (0.24 KM) TO A TAXIWAY FORK, BEAR LEFT AND GO
 MM0333'SOUTH ON A TAXIWAY 0.1 MI (0.2 KM) TO RUNWAY ENDS 31 AND 26 AND THE
 MM0333'STATION ON THE RIGHT.  THE STATION IS 74.8 FT (22.8 M) SOUTH OF RUNWAY
 MM0333'08/26 CENTER, 55.4 FT (16.9 M) SOUTHWEST OF RUNWAY 13/31 CENTER, 37.3
 MM0333'FT (11.4 M) WEST-NORTHWEST OF THE MOST SOUTHWESTERLY THRESHOLD LIGHT
 MM0333'AND 1.1 FT (0.3 M) NORTH OF A SHORT WITNESS POST. THIS STATION TO BE
 MM0333'USED AS SACS.
 MM0333
 MM0333                          STATION RECOVERY (1997)
 MM0333
 MM0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MM0333'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0334 ***********************************************************************
 MM0334  SACS        -  This is a Secondary Airport Control Station.
 MM0334  DESIGNATION -  OGALLPORT AZ MK
 MM0334  PID         -  MM0334
 MM0334  STATE/COUNTY-  NE/KEITH
 MM0334  USGS QUAD   -  BRULE SE (1961)
 MM0334
 MM0334                         *CURRENT SURVEY CONTROL
 MM0334  ___________________________________________________________________
 MM0334* NAD 83(1995)-  41 07 03.25647(N)    101 46 44.41556(W)     ADJUSTED  
 MM0334* NAVD 88     -       992.200  (meters)    3255.24   (feet)  ADJUSTED  
 MM0334  ___________________________________________________________________
 MM0334  X           -    -982,461.288 (meters)                     COMP
 MM0334  Y           -  -4,711,401.065 (meters)                     COMP
 MM0334  Z           -   4,172,907.349 (meters)                     COMP
 MM0334  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 MM0334  ELLIP HEIGHT-         971.39  (meters)          (06/27/02) GPS OBS
 MM0334  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 MM0334  DYNAMIC HT  -         991.578 (meters)    3253.20  (feet)  COMP
 MM0334  MODELED GRAV-     979,963.1   (mgal)                       NAVD 88
 MM0334
 MM0334  HORZ ORDER  -  THIRD
 MM0334  VERT ORDER  -  FIRST     CLASS II
 MM0334  ELLP ORDER  -  FOURTH    CLASS I
 MM0334
 MM0334.This mark is at Searle Field Airport (OGA)
 MM0334
 MM0334.The horizontal coordinates were established by GPS observations
 MM0334.and adjusted by the National Geodetic Survey in August 1997..
 MM0334
 MM0334.The orthometric height was determined by differential leveling
 MM0334.and adjusted by the National Geodetic Survey in June 1991..
 MM0334
 MM0334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0334
 MM0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0334
 MM0334.The ellipsoidal height was determined by GPS observations
 MM0334.and is referenced to NAD 83.
 MM0334
 MM0334.The geoid height was determined by GEOID03.
 MM0334
 MM0334.The dynamic height is computed by dividing the NAVD 88
 MM0334.geopotential number by the normal gravity value computed on the
 MM0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0334.degrees latitude (g = 980.6199 gals.).
 MM0334
 MM0334.The modeled gravity was interpolated from observed gravity values.
 MM0334
 MM0334;                    North         East     Units Scale Factor Converg.
 MM0334;SPC NE       -   144,120.356   350,647.567   MT  0.99968142   -1 10 44.2
 MM0334;UTM  14      - 4,555,531.168   266,684.755   MT  1.00027002   -1 49 41.9
 MM0334
 MM0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0334!SPC NE       -   0.99984765  x   0.99968142  =   0.99952912
 MM0334!UTM  14      -   0.99984765  x   1.00027002  =   1.00011763
 MM0334
 MM0334:                Primary Azimuth Mark                     Grid Az
 MM0334:SPC NE       -  OGALLPORT                                090 58 51.4
 MM0334:UTM  14      -  OGALLPORT                                091 37 49.1
 MM0334
 MM0334|---------------------------------------------------------------------|
 MM0334| PID    Reference Object                     Distance      Geod. Az  |
 MM0334|                                                           dddmmss.s |
 MM0334| MM0333 OGALLPORT                           APPROX. 1.3 KM 0894807.2 |
 MM0334|---------------------------------------------------------------------|
 MM0334
 MM0334                          SUPERSEDED SURVEY CONTROL
 MM0334
 MM0334  ELLIP H (08/18/97)  971.42   (m)                       GP(       ) 4 1
 MM0334  ELLIP H (01/07/93)  971.28   (m)                       GP(       ) 4 2
 MM0334  NAD 83(1986)-  41 07 03.25482(N)    101 46 44.41942(W) AD(       ) 3
 MM0334  NGVD 29 (02/14/92)  991.761  (m)         3253.80   (f) ADJUSTED    1 2
 MM0334
 MM0334.Superseded values are not recommended for survey control.
 MM0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0334.See file dsdata.txt to determine how the superseded data were derived.
 MM0334
 MM0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL6668555531(NAD 83)
 MM0334_MARKER: DZ = AZIMUTH MARK DISK
 MM0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0334_SP_SET: CONCRETE POST
 MM0334_STAMPING: OGALLPORT 1986
 MM0334_MARK LOGO: NGS   
 MM0334_PROJECTION: FLUSH
 MM0334_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0334+STABILITY: SURFACE MOTION
 MM0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0334+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1997
 MM0334
 MM0334  HISTORY     - Date     Condition        Report By
 MM0334  HISTORY     - 1986     MONUMENTED       NGS
 MM0334  HISTORY     - 19890713 GOOD             NGS
 MM0334  HISTORY     - 19950809 GOOD             NGS
 MM0334  HISTORY     - 19970803 GOOD             NGS
 MM0334
 MM0334                          STATION DESCRIPTION
 MM0334
 MM0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0334'IN OGALLALA.
 MM0334'IN OGALLALA, AT THE OGALLALA MUNICIPAL AIRPORT, AT THE EXTREME
 MM0334'SOUTHWEST CORNER OF THE MAIN EAST-WEST ASPHALT RUNWAY, BETWEEN TWO
 MM0334'WITNESS POSTS AND IN-LINE WITH THE END RUNWAY LITES, 1.3 KM (0.8 MI)
 MM0334'WEST OF OGALLPORT, 26.2 METERS (86 FT) SOUTH OF THE CENTER OF THE
 MM0334'EAST-WEST RUNWAY, 14.3 METERS (47 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 MM0334'CORNER OF THE MAIN RUNWAY AND 11.3 METERS (37 FT) SOUTH OF THE SOUTH 1
 MM0334'OF 8 END RUNWAY LITES.
 MM0334'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0334'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 MM0334
 MM0334                          STATION RECOVERY (1989)
 MM0334
 MM0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MM0334'THE STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) WEST OF OGALLALA, AT THE
 MM0334'OGALLALA MUNICIPAL AIRPORT, AT THE SOUTH SIDE OF RUNWAY END 08.
 MM0334'OWNERSHIP--OGALLALA AIRPORT AUTHORITY, OGALLALA, NE.  AIRPORT MANAGER
 MM0334'IS DON KAPLAN, TELEPHONE 308-284-2749.
 MM0334'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 30 AND US HIGHWAY
 MM0334'26, STATE HIGHWAY 61 IN OGALLALA, GO WESTERLY ON US HIGHWAY 30 FOR 2.9
 MM0334'KM (1.80 MI) TO THE AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST
 MM0334'ON A PAVED ROAD FOR 0.71 KM (0.45 MI) TO AN AIRPORT BEACON AND PAVED
 MM0334'LANE.  TURN LEFT AND GO FOR ABOUT 50 METERS TO A GATE.  PASS THROUGH
 MM0334'THE GATE AND GO WEST AND SOUTH FOR 0.24 KM (0.15 MI) TO THE JUNCTION
 MM0334'OF RUNWAY ENDS 26 AND 31.  GO WEST ALONG THE SOUTH SIDE OF RUNWAY
 MM0334'08-26 FOR 1.37 KM (0.85 MI)  TO THE STATION ON THE LEFT.
 MM0334'THE AZIMUTH MARK IS 25.7 M (84.3 FT) SOUTH OF THE RUNWAY CENTERLINE,
 MM0334'14.35 M (47.1 FT) SOUTH-SOUTHEAST OF THE SOUTH 1 OF 3 RUNWAY END
 MM0334'LIGHT, 4.0 M (13.1 FT) NORTH OF THE NORTH EDGE OF A CULIVATED FIELD
 MM0334'AND 0.30 M (1.0 FT) EAST OF A CARSONITE WITNESS POST.
 MM0334'DESCRIBED BY R.D.BALL.
 MM0334
 MM0334                          STATION RECOVERY (1995)
 MM0334
 MM0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MM0334'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-NORTHEAST OF BRULE,
 MM0334'2.4 MI (3.9 KM) WEST OF OGALLALA, AT THE OGALLALA/SEARLE FIELD AND
 MM0334'NEAR THE APPROACH END OF RUNWAY 08.  OWNERSHIP--CITY OF OGALLALA, 411
 MM0334'EAST 2ND STREET, OGALLALA NE 69153.  AIRPORT MANAGER IS KARL
 MM0334'ELMSHAEUSER, PHONE (308) 284-4644.  TO REACH THE STATION FROM THE
 MM0334'JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 61 IN OGALLALA, GO
 MM0334'WESTERLY ON US HIGHWAY 30 FOR 1.8 MI (2.9 KM) TO THE ROAD FORK RIGHT,
 MM0334'BEAR RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.4 MI (0.6
 MM0334'KM) TO A AIRPORT BEACON JUST AHEAD AND A GATE LEFT, TURN LEFT PASS
 MM0334'THROUGH GATE AND GO SOUTH ON A PAVED HANGAR APRON FOR 0.05 MI (0.08
 MM0334'KM) TO THE SOUTH END OF A HANGAR, TURN RIGHT AND GO WEST ON AN APRON
 MM0334'EDGE TAXIWAY FOR 0.15 MI (0.24 KM) TO A TAXIWAY FORK, BEAR LEFT AND GO
 MM0334'SOUTH ON A TAXIWAY 0.1 MI (0.2 KM) TO RUNWAY ENDS 31 AND 26, TURN
 MM0334'RIGHT AND GO WEST ON RUNWAY 08/26 FOR 0.85 MI (1.37 KM) TO THE
 MM0334'PAVEMENT END AND THE STATION ON THE LEFT.  THE STATION IS RECESSED 5
 MM0334'CM) BELOW GROUND.  LOCATED 84.3 FT (25.7 M) SOUTH-SOUTHWEST OF THE
 MM0334'RUNWAY CENTER AT THE PAVEMENT END, 37.3 FT (11.4 M) SOUTH OF THE
 MM0334'SOUTHERNMOST THRESHOLD LIGHT, 34.0 FT (10.4 M) NORTH OF THE NORTH EDGE
 MM0334'OF A CULTIVATED FIELD AND 1.3 FT (0.4 M) NORTH OF A SHORT WITNESS
 MM0334'POST.  THIS STATION TO BE USED AS SACS.
 MM0334
 MM0334                          STATION RECOVERY (1997)
 MM0334
 MM0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MM0334'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0849 ***********************************************************************
 LG0849  DESIGNATION -  OHIOWA
 LG0849  PID         -  LG0849
 LG0849  STATE/COUNTY-  NE/FILLMORE
 LG0849  USGS QUAD   -  OHIOWA (1961)
 LG0849
 LG0849                         *CURRENT SURVEY CONTROL
 LG0849  ___________________________________________________________________
 LG0849* NAD 83(1995)-  40 23 25.47853(N)    097 26 38.67151(W)     ADJUSTED  
 LG0849* NAVD 88     -       484.     (meters)    1588.     (feet)  SCALED    
 LG0849  ___________________________________________________________________
 LG0849  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 LG0849  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 LG0849
 LG0849  HORZ ORDER  -  SECOND
 LG0849
 LG0849.The horizontal coordinates were established by classical geodetic methods
 LG0849.and adjusted by the National Geodetic Survey in August 1997..
 LG0849
 LG0849.The orthometric height was scaled from a topographic map.
 LG0849
 LG0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0849
 LG0849.The geoid height was determined by GEOID03.
 LG0849
 LG0849;                    North         East     Units Scale Factor Converg.
 LG0849;SPC NE       -    65,060.285   716,947.209   MT  0.99984627   +1 41 37.7
 LG0849;UTM  14      - 4,472,252.499   632,056.420   MT  0.99981467   +1 00 30.1
 LG0849
 LG0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0849!SPC NE       -   0.99992828  x   0.99984627  =   0.99977456
 LG0849!UTM  14      -   0.99992828  x   0.99981467  =   0.99974296
 LG0849
 LG0849:                Primary Azimuth Mark                     Grid Az
 LG0849:SPC NE       -  MILLIGAN MUNICIPAL TANK                  018 48 29.5
 LG0849:UTM  14      -  MILLIGAN MUNICIPAL TANK                  019 29 37.1
 LG0849
 LG0849|---------------------------------------------------------------------|
 LG0849| PID    Reference Object                     Distance      Geod. Az  |
 LG0849|                                                           dddmmss.s |
 LG0849| LG0789 MILLIGAN MUNICIPAL TANK             APPROX.13.0 KM 0203007.2 |
 LG0849| CN9383 OHIOWA RM 1                          33.355 METERS 06505     |
 LG0849| LG0840 TOBIAS MUNICIPAL TANK               APPROX. 9.7 KM 0704854.8 |
 LG0849| LG0843 DAYKIN MUNICIPAL TANK               APPROX.14.3 KM 1212927.8 |
 LG0849| LG0844 DAYKIN ST JOHNS LUTH CHURCH         APPROX.14.7 KM 1213649.8 |
 LG0849| LG0847 BRUNING AIR BASE WATER TANK         APPROX. 5.9 KM 1762727.6 |
 LG0849| CN9382 OHIOWA AZ MK                                       1791837.6 |
 LG0849| LG0852 BRUNING MUNICIPAL TANK              APPROX.12.0 KM 2393027.5 |
 LG0849| CN9384 OHIOWA RM 2                          21.040 METERS 32435     |
 LG0849| LG0848 OHIOWA MUNICIPAL TANK               APPROX. 2.4 KM 3421344.0 |
 LG0849|---------------------------------------------------------------------|
 LG0849
 LG0849                          SUPERSEDED SURVEY CONTROL
 LG0849
 LG0849  NAD 83(1986)-  40 23 25.48511(N)    097 26 38.67225(W) AD(       ) 2
 LG0849  NAD 27      -  40 23 25.47300(N)    097 26 37.50700(W) AD(       ) 2
 LG0849
 LG0849.Superseded values are not recommended for survey control.
 LG0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0849.See file dsdata.txt to determine how the superseded data were derived.
 LG0849
 LG0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3205672252(NAD 83)
 LG0849_MARKER: DS = TRIANGULATION STATION DISK
 LG0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0849
 LG0849  HISTORY     - Date     Condition        Report By
 LG0849  HISTORY     - 1950     MONUMENTED       CGS
 LG0849  HISTORY     - 1970     GOOD             NGS
 LG0849
 LG0849                          STATION DESCRIPTION
 LG0849
 LG0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0849'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF THE TOWN
 LG0849'OF OHIOWA AND IN A VACANT FARM YARD.  IT IS 76 FEET EAST OF THE
 LG0849'CENTERLINE OF A NORTH AND SOUTH ROAD, 75 FEET SOUTH-SOUTHWEST
 LG0849'OF THE SOUTHWEST CORNER OF A HOUSE, 41 FEET EAST OF A WITNESS
 LG0849'POST AND 24 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY.  THE
 LG0849'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LG0849'STAMPED OHIOWA 1950.
 LG0849'
 LG0849'REFERENCE MARK NO. 1 IS 39 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LG0849'OF THE HOUSE, 15 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY AND
 LG0849'1 FOOT WEST OF A LOT FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 LG0849'DISK IS STAMPED OHIOWA NO 1 1950.
 LG0849'
 LG0849'REFERENCE MARK NO. 2 IS 36 FEET EAST OF THE CENTERLINE OF A
 LG0849'NORTH AND SOUTH ROAD, 36 FEET NORTH OF THE CENTERLINE OF THE
 LG0849'DRIVEWAY, 6 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT EAST OF
 LG0849'A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LG0849'OHIOWA NO 2 1950.
 LG0849'
 LG0849'AZIMUTH MARK IS 135 FEET EAST OF THE CENTERLINE OF A NORTH AND
 LG0849'SOUTH ROAD, 30 FEET SOUTH OF THE CENTERLINE OF AN EAST AND WEST
 LG0849'ROAD, 3 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF THE
 LG0849'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LG0849'STAMPED OHIOWA 1950.
 LG0849'
 LG0849'TO REACH FROM THE RAILROAD CROSSING IN OHIOWA, GO SOUTH ON THE
 LG0849'MAIN STREET 0.5 MILE TO A T-INTERSECTION, TURN LEFT (EAST) 0.5
 LG0849'MILE TO A CROSSROAD, TURN RIGHT (SOUTH) 1.2 MILES TO A FARM HOME
 LG0849'ON THE LEFT AND THE STATION AS DESCRIBED.
 LG0849'
 LG0849'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.75 MILE
 LG0849'TO CROSSROADS, TURN LEFT (EAST) 135 FEET TO THE MARK ON THE
 LG0849'RIGHT OR SOUTH SIDE OF THE ROAD.
 LG0849'
 LG0849'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0849
 LG0849                          STATION RECOVERY (1970)
 LG0849
 LG0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0849'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LG0849'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG0849'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 LG0849'FOR RECOVERY.
 LG0849'
 LG0849'A METAL WITNESS POST WAS SET IN A FENCELINE 12.5 FEET NORTH OF THE
 LG0849'STATION MARK.
 LG0849'
 LG0849'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 LG0849'
 LG0849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 LG0849'SOUTH-SOUTHEAST OF OHIOWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0848 ***********************************************************************
 LG0848  DESIGNATION -  OHIOWA MUNICIPAL TANK
 LG0848  PID         -  LG0848
 LG0848  STATE/COUNTY-  NE/FILLMORE
 LG0848  USGS QUAD   -  OHIOWA (1961)
 LG0848
 LG0848                         *CURRENT SURVEY CONTROL
 LG0848  ___________________________________________________________________
 LG0848* NAD 83(1995)-  40 24 38.11407(N)    097 27 09.12787(W)     ADJUSTED  
 LG0848* NAVD 88     -                                                        
 LG0848  ___________________________________________________________________
 LG0848  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 LG0848  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 LG0848
 LG0848  HORZ ORDER  -  THIRD
 LG0848
 LG0848.The horizontal coordinates were established by classical geodetic methods
 LG0848.and adjusted by the National Geodetic Survey in August 1997..
 LG0848
 LG0848
 LG0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0848
 LG0848.The geoid height was determined by GEOID03.
 LG0848
 LG0848;                    North         East     Units Scale Factor Converg.
 LG0848;SPC NE       -    67,278.217   716,163.329   MT  0.99983956   +1 41 17.5
 LG0848;UTM  14      - 4,474,479.581   631,299.140   MT  0.99981221   +1 00 11.9
 LG0848
 LG0848                          SUPERSEDED SURVEY CONTROL
 LG0848
 LG0848  NAD 83(1986)-  40 24 38.12052(N)    097 27 09.12867(W) AD(       ) 4
 LG0848  NAD 27      -  40 24 38.12400(N)    097 27 07.96700(W) AD(       ) 3
 LG0848
 LG0848.Superseded values are not recommended for survey control.
 LG0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0848.See file dsdata.txt to determine how the superseded data were derived.
 LG0848
 LG0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK3129974480(NAD 83)
 LG0848_MARKER: 53 = ELEVATED TANK
 LG0848
 LG0848  HISTORY     - Date     Condition        Report By
 LG0848  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0848  HISTORY     - 20040531 GOOD             USPSQD
 LG0848
 LG0848                          STATION DESCRIPTION
 LG0848
 LG0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0848'THIS STATION IS LOCATED 4 BLOCKS SOUTH AND 1/2 BLOCK EAST OF
 LG0848'THE POST OFFICE, IN OHIOWA.  IT IS A 4 LEGGED STEEL STRUCTURE ABOUT
 LG0848'35 FEET SQUARE AT THE BASE, ABOUT 125 FEET HIGH, AND IS SILVER
 LG0848'IN COLOR.
 LG0848'
 LG0848'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 LG0848
 LG0848                          STATION RECOVERY (2004)
 LG0848
 LG0848'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0848'STATION FOUND GOOD. TANK IS NORTH OF STRANG STREET, EAST OF MAIN
 LG0848'STREET, AND IN THE NORTHEAST CORNER OF THE INTERSECTION OF STRANG AND
 LG0848'MAIN STREETS. THE CONICAL-SHAPED TANK HAS BLACK LETTERS OHIOWA ON TANK
 LG0848'BOWL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0616 ***********************************************************************
 NP0616  DESIGNATION -  OIL
 NP0616  PID         -  NP0616
 NP0616  STATE/COUNTY-  NE/SHERIDAN
 NP0616  USGS QUAD   -  BILLYS LAKE (1989)
 NP0616
 NP0616                         *CURRENT SURVEY CONTROL
 NP0616  ___________________________________________________________________
 NP0616* NAD 83(1995)-  42 23 05.77981(N)    102 02 38.84822(W)     ADJUSTED  
 NP0616* NAVD 88     -      1264.     (meters)    4147.     (feet)  SCALED    
 NP0616  ___________________________________________________________________
 NP0616  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 NP0616  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 NP0616
 NP0616  HORZ ORDER  -  FIRST
 NP0616
 NP0616.The horizontal coordinates were established by classical geodetic methods
 NP0616.and adjusted by the National Geodetic Survey in August 1997..
 NP0616
 NP0616.The orthometric height was scaled from a topographic map.
 NP0616
 NP0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0616
 NP0616.The geoid height was determined by GEOID03.
 NP0616
 NP0616;                    North         East     Units Scale Factor Converg.
 NP0616;SPC NE       -   285,293.797   331,720.584   MT  0.99977636   -1 21 16.7
 NP0616;UTM  13      - 4,696,750.071   743,327.675   MT  1.00032855   +1 59 36.8
 NP0616;UTM  14      - 4,697,006.744   249,407.043   MT  1.00037271   -2 03 11.3
 NP0616
 NP0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0616!SPC NE       -   0.99980479  x   0.99977636  =   0.99958119
 NP0616!UTM  13      -   0.99980479  x   1.00032855  =   1.00013327
 NP0616!UTM  14      -   0.99980479  x   1.00037271  =   1.00017742
 NP0616
 NP0616|---------------------------------------------------------------------|
 NP0616| PID    Reference Object                     Distance      Geod. Az  |
 NP0616|                                                           dddmmss.s |
 NP0616| CQ3653 OIL RM 1                             15.121 METERS 03507     |
 NP0616| CQ3654 OIL RM 2                             18.113 METERS 12845     |
 NP0616| CQ3652 OIL AZ MK                                          1883236.8 |
 NP0616|---------------------------------------------------------------------|
 NP0616
 NP0616                          SUPERSEDED SURVEY CONTROL
 NP0616
 NP0616  NAD 83(1986)-  42 23 05.77502(N)    102 02 38.85050(W) AD(       ) 1
 NP0616  NAD 27      -  42 23 05.82900(N)    102 02 37.19600(W) AD(       ) 1
 NP0616
 NP0616.Superseded values are not recommended for survey control.
 NP0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0616.See file dsdata.txt to determine how the superseded data were derived.
 NP0616
 NP0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG4332896750(NAD 83)
 NP0616_MARKER: DS = TRIANGULATION STATION DISK
 NP0616_SETTING: 0 = UNSPECIFIED SETTING
 NP0616
 NP0616  HISTORY     - Date     Condition        Report By
 NP0616  HISTORY     - 1946     MONUMENTED       CGS
 NP0616
 NP0616                          STATION DESCRIPTION
 NP0616
 NP0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0616'LOCATED ABOUT 31 MILES SOUTH BY EAST OF GORDON, ABOUT 1/2 MILE
 NP0616'WEST OF THE SHERIDAN-CHERRY COUNTY LINE, 120 FEET SOUTH OF A
 NP0616'WIRE FENCE AND 6.5 FEET SOUTHEAST OF A REFERENCE POST.  IT IS
 NP0616'A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT
 NP0616'PROJECTS 4 INCHES.  IT IS STAMPED OIL 1946.
 NP0616'
 NP0616'REFERENCE MARK NO. 1 IS 95 FEET SOUTH OF THE WIRE FENCE AND
 NP0616'AT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK
 NP0616'STAMPED OIL NO 1 1946 WELDED TO THE TOP OF A 3-INCH SOIL PIPE
 NP0616'THAT PROJECTS 3 INCHES.
 NP0616'
 NP0616'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 NP0616'IT IS A STANDARD DISK STAMPED OIL NO 2 1946 WELDED TO THE TOP
 NP0616'OF A 3-INCH SOIL PIPE THAT PROJECTS 3 INCHES.
 NP0616'
 NP0616'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF A RANCH HOUSE, 20 FEET
 NP0616'WEST OF A CATTLE GUARD AND 1 FOOT NORTH OF A WIRE FENCE.
 NP0616'IT IS STAMPED OIL 1946 AND PROJECTS 6 INCHES.
 NP0616'
 NP0616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0616'AND STATE HIGHWAY NO. 27 AT THE SOUTH EDGE OF GORDON, GO SOUTH
 NP0616'ON NO. 27 FOR 11.5 MILES TO THE BRIDGE ACROSS NIOBRARA RIVER.
 NP0616'CROSS BRIDGE, CONTINUE SOUTHERLY FOR 13.3 MILES TO THE END OF
 NP0616'THE GRAVEL ROAD.  CONTINUE SOUTH ON A SAND ROAD FOR 2.2 MILES.
 NP0616'THEN RIGHT FORK FOR 1.7 MILES.  THEN LEFT FORK FOR 1.3 MILES
 NP0616'TO A REVERSE Y INTERSECTION.  CONTINUE, EASTERLY, FOR 0.2 MILE.
 NP0616'THEN LEFT FORK FOR 0.75 MILE TO A RANCH ON THE LEFT.
 NP0616'CONTINUE, EASTERLY, FOR 0.25 MILE.  THEN LEFT FORK FOR 0.4
 NP0616'MILE.  THEN LEFT FORK FOR 1.3 MILES TO A RANCH ON THE LEFT.
 NP0616'CONTINUE, EASTERLY, FOR 0.3 MILE TO A CROSSROAD.  CONTINUE FOR
 NP0616'0.15 MILE TO A REVERSE Y INTERSECTION.  CONTINUE FOR 0.6 MILE TO
 NP0616'A RANCH.  PASS THROUGH THE RANCH YARD, THEN RIGHT FORK,
 NP0616'NORTHEASTERLY, FOR 0.5 MILE TO A FORK AT A FENCE CORNER.
 NP0616'THEN RIGHT FORK FOR 3.3 MILES TO A REVERSE Y INTERSECTION
 NP0616'COMING IN ON THE LEFT.  TURN LEFT, LEAVING THE ROAD, GO
 NP0616'EASTERLY (PASSING TO THE RIGHT OF A WINDMILL).  THEN NORTH UP A
 NP0616'VALLEY FOR 0.6 MILE TO A GATE IN AN EAST-WEST FENCE.  PASS
 NP0616'THROUGH THE GATE, THEN TURN RIGHT, EASTERLY, FOR 1.0 MILE.
 NP0616'TAKE DOWN THE FENCE, TURN RIGHT, (SOUTH) FOR ABOUT 50 YARDS
 NP0616'TO THE HIGHEST POINT AND THE STATION.
 NP0616'
 NP0616'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ALONG
 NP0616'THE SOUTH SIDE OF THE WIRE FENCE FOR 0.5 MILE.  THEN LEFT,
 NP0616'ACROSS THE PASTURE, (SOUTHERLY) FOR 0.3 MILE TO A GATE IN AN
 NP0616'EAST-WEST FENCE.  THROUGH THE GATE, THEN LEFT (EAST) ON A
 NP0616'TRACK ROAD FOR 0.5 MILE TO A FORK (RANCH YARD ON THE LEFT).
 NP0616'THEN RIGHT FORK FOR 0.4 MILE TO A CATTLE GUARD AND THE MARK
 NP0616'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4172 ***********************************************************************
 AB4172  SACS        -  This is a Secondary Airport Control Station.
 AB4172  DESIGNATION -  OKS A
 AB4172  PID         -  AB4172
 AB4172  STATE/COUNTY-  NE/GARDEN
 AB4172  USGS QUAD   -  OSHKOSH (1971)
 AB4172
 AB4172                         *CURRENT SURVEY CONTROL
 AB4172  ___________________________________________________________________
 AB4172* NAD 83(1995)-  41 24 02.26186(N)    102 21 22.91323(W)     ADJUSTED  
 AB4172* NAVD 88     -      1031.10   (meters)    3382.9    (feet)  GPS OBS   
 AB4172  ___________________________________________________________________
 AB4172  X           -  -1,025,456.087 (meters)                     COMP
 AB4172  Y           -  -4,681,037.164 (meters)                     COMP
 AB4172  Z           -   4,196,568.699 (meters)                     COMP
 AB4172  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AB4172  ELLIP HEIGHT-        1011.03  (meters)          (12/31/01) GPS OBS
 AB4172  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 AB4172
 AB4172  HORZ ORDER  -  FIRST
 AB4172  ELLP ORDER  -  FOURTH    CLASS II
 AB4172
 AB4172.This mark is at Garden County Airport (OKS)
 AB4172
 AB4172.The horizontal coordinates were established by GPS observations
 AB4172.and adjusted by the National Geodetic Survey in September 1998..
 AB4172
 AB4172.The orthometric height was determined by GPS observations and a
 AB4172.high-resolution geoid model.
 AB4172
 AB4172.GPS derived orthometric heights for airport stations designated as
 AB4172.PACS or SACS are published to 2 decimal places.  This maintains
 AB4172.centimeter relative accuracy between the PACS and SACS.  It does
 AB4172.not indicate centimeter accuracy relative to other marks which are
 AB4172.part of the NAVD 88 network.
 AB4172
 AB4172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4172
 AB4172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4172
 AB4172.The ellipsoidal height was determined by GPS observations
 AB4172.and is referenced to NAD 83.
 AB4172
 AB4172.The geoid height was determined by GEOID03.
 AB4172
 AB4172;                    North         East     Units Scale Factor Converg.
 AB4172;SPC NE       -   176,693.456   303,043.434   MT  0.99966027   -1 33 41.6
 AB4172;UTM  13      - 4,586,605.045   720,992.045   MT  1.00020106   +1 44 56.4
 AB4172
 AB4172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4172!SPC NE       -   0.99984144  x   0.99966027  =   0.99950177
 AB4172!UTM  13      -   0.99984144  x   1.00020106  =   1.00004247
 AB4172
 AB4172:                Primary Azimuth Mark                     Grid Az
 AB4172:SPC NE       -  DOC SENG                                 119 12 31.3
 AB4172:UTM  13      -  DOC SENG                                 115 53 53.3
 AB4172
 AB4172|---------------------------------------------------------------------|
 AB4172| PID    Reference Object                     Distance      Geod. Az  |
 AB4172|                                                           dddmmss.s |
 AB4172| MN0661 DOC SENG                            437.245 METERS 1173849.7 |
 AB4172|---------------------------------------------------------------------|
 AB4172
 AB4172                          SUPERSEDED SURVEY CONTROL
 AB4172
 AB4172  ELLIP H (09/17/98) 1011.07   (m)                       GP(       ) 4 2
 AB4172
 AB4172.Superseded values are not recommended for survey control.
 AB4172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4172.See file dsdata.txt to determine how the superseded data were derived.
 AB4172
 AB4172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2099286605(NAD 83)
 AB4172_MARKER: DD = SURVEY DISK
 AB4172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4172_STAMPING: OKS A 1995
 AB4172_MARK LOGO: NGS   
 AB4172_PROJECTION: FLUSH
 AB4172_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4172+STABILITY: SURFACE MOTION
 AB4172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4172+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1997
 AB4172_ROD/PIPE-DEPTH: 1.0  meters
 AB4172
 AB4172  HISTORY     - Date     Condition        Report By
 AB4172  HISTORY     - 1995     MONUMENTED       NGS
 AB4172  HISTORY     - 19970731 GOOD             NGS
 AB4172
 AB4172                          STATION DESCRIPTION
 AB4172
 AB4172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4172'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTHWEST OF LEWELLEN,
 AB4172'AT THE SOUTHWEST EDGE OF OSHKOSH, AT THE OSHKOSH/GARDEN COUNTY AIRPORT
 AB4172'AND IN THE GRASS AREA INSIDE A SEGMENTED CIRCLE AT A TETRAHEDRON.
 AB4172'OWNERSHIP--GARDEN COUNTY AIRPORT AUTHORITY, RR1, BOX 79, OSHKOSH NE
 AB4172'69154.  AIRPORT MANAGER IS CLIFTON BUSKE, PHONE (308) 772-4482.  (A
 AB4172'KEY MAY BE REQUIRED AND IS AVAILABLE AT THE TEXACO GAS STATION JUST
 AB4172'NORTH OF THE AIRPORT, GATE IS NOT BEING LOCKED AT THIS TIME).  TO
 AB4172'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 26 AND STATE HIGHWAY
 AB4172'27 SOUTH IN OSHKOSH, GO SOUTH ON STATE HIGHWAY 27 THEN A DIRT ROAD FOR
 AB4172'0.05 MI (0.08 KM) TO A GATE, PASS THROUGH GATE AND GO SOUTHWEST ON THE
 AB4172'APRON THEN A CONNECTOR TAXIWAY FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 AB4172'WITH THE RUNWAY, TURN RIGHT AND GO NORTHWEST ON THE RUNWAY FOR 0.25 MI
 AB4172'(0.40 KM) TO A TETRAHEDRON ON THE LEFT, TURN LEFT AND GO SOUTHWEST
 AB4172'ACROSS THE GRASS FOR 0.05 MI (0.08 KM) TO THE STATION INSIDE THE
 AB4172'SEGMENTED CIRCLE.  THE STATION IS A 5 CM SURVEY DISK SET INTO THE TOP
 AB4172'OF A 1 M (3.3 FT) LONG FENO PIPE ENCASED IN A 13 CM PVC PIPE WITH A
 AB4172'LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE FLUSH
 AB4172'WITH GROUND.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF
 AB4172'FENO PIPE.  LOCATED 48.5 FT (14.8 M) SOUTHEAST OF THE SOUTH CORNER OF
 AB4172'THE CONCRETE PAD FOR THE TETRAHEDRON AND 4.5 FT (1.4 M) NORTHWEST OF A
 AB4172'WITNESS POST IN THE CENTER OF THE SOUTHEAST SEGMENT OF THE CIRCLE.
 AB4172'THIS STATION TO BE USED AS SACS.
 AB4172
 AB4172                          STATION RECOVERY (1997)
 AB4172
 AB4172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4172'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0648 ***********************************************************************
 NN0648  DESIGNATION -  OLD
 NN0648  PID         -  NN0648
 NN0648  STATE/COUNTY-  NE/KNOX
 NN0648  USGS QUAD   -  VENUS (1986)
 NN0648
 NN0648                         *CURRENT SURVEY CONTROL
 NN0648  ___________________________________________________________________
 NN0648* NAD 83(1995)-  42 27 47.30054(N)    098 18 14.47335(W)     ADJUSTED  
 NN0648* NAVD 88     -       577.2    (meters)    1894.     (feet)  VERTCON   
 NN0648  ___________________________________________________________________
 NN0648  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 NN0648  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 NN0648
 NN0648  HORZ ORDER  -  FIRST
 NN0648
 NN0648.The horizontal coordinates were established by classical geodetic methods
 NN0648.and adjusted by the National Geodetic Survey in August 1997..
 NN0648
 NN0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0648
 NN0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0648
 NN0648.The geoid height was determined by GEOID03.
 NN0648
 NN0648;                    North         East     Units Scale Factor Converg.
 NN0648;SPC NE       -   293,356.955   639,452.626   MT  0.99979831   +1 07 26.1
 NN0648;UTM  14      - 4,701,434.732   557,219.658   MT  0.99964028   +0 28 11.6
 NN0648
 NN0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0648!SPC NE       -   0.99991342  x   0.99979831  =   0.99971174
 NN0648!UTM  14      -   0.99991342  x   0.99964028  =   0.99955373
 NN0648
 NN0648:                Primary Azimuth Mark                     Grid Az
 NN0648:SPC NE       -  COUNCIL HILL                             098 05 29.4
 NN0648:UTM  14      -  COUNCIL HILL                             098 44 43.9
 NN0648
 NN0648|---------------------------------------------------------------------|
 NN0648| PID    Reference Object                     Distance      Geod. Az  |
 NN0648|                                                           dddmmss.s |
 NN0648| NM1813 COUNCIL HILL                        APPROX.26.4 KM 0991255.5 |
 NN0648| NN0647 WINDMILL S OF VENUS                 APPROX. 3.6 KM 1263041.4 |
 NN0648| NN0628 ORCHARD SCHOOLHOUSE BELFRY          APPROX.15.0 KM 1585141.1 |
 NN0648| NN0651 SCHOOLHSE BELFRY W OF ORCHARD       APPROX.14.3 KM 1733729.2 |
 NN0648| NN0646 PAGE NORTHEAST BASE                 APPROX. 5.8 KM 2902914.6 |
 NN0648|---------------------------------------------------------------------|
 NN0648
 NN0648                          SUPERSEDED SURVEY CONTROL
 NN0648
 NN0648  NAD 83(1986)-  42 27 47.30611(N)    098 18 14.47658(W) AD(       ) 1
 NN0648  NAD 27      -  42 27 47.29600(N)    098 18 13.19900(W) AD(       ) 1
 NN0648  NGVD 29 (07/19/86)  577.0    (m)         1893.     (f) VERT ANG       
 NN0648
 NN0648.Superseded values are not recommended for survey control.
 NN0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0648.See file dsdata.txt to determine how the superseded data were derived.
 NN0648
 NN0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5722001435(NAD 83)
 NN0648_MARKER: V = STONE MONUMENT
 NN0648_SETTING: 0 = UNSPECIFIED SETTING
 NN0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0648
 NN0648  HISTORY     - Date     Condition        Report By
 NN0648  HISTORY     - 1900     MONUMENTED       CGS
 NN0648  HISTORY     - 1935     GOOD             CGS
 NN0648
 NN0648                          STATION DESCRIPTION
 NN0648
 NN0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 NN0648'THIS STATION IS ON THE CREST OF A SMALL ELEVATION IN THE NW.
 NN0648'1/4 OF THE NW. 1/4 SEC. 30, T. 29 N., R. 8 W., 2 MILES WEST
 NN0648'AND 0.6 MILE NORTH OF VENUS, ON LAND WHICH IS UNDER CULTIVATION
 NN0648'AND OWNED BY JOHN OLD.  THE NEAREST HOUSE, DISTANT ABOUT 800
 NN0648'FEET TO THE NORTHWEST, IS OWNED AND OCCUPIED BY W.W. CAREY.
 NN0648'THE BEARINGS AND DISTANCES TO CERTAIN POINTS ARE--TO W.W.
 NN0648'CAREYS WINDMILL, N 34 DEG 11 MIN W, ABOUT 785 FEET.  TO THE
 NN0648'NORTHWEST CORNER OF SECTION 30, N 19 DEG 28 MIN W.  TO VENUS POST
 NN0648'OFFICE, N 01 DEG 01 MIN E, 2 MILES.  TO THE CENTER OF THE
 NN0648'COUNTY-LINE ROAD TO THE WESTWARD OF THE STATION, 376 FEET.
 NN0648'THE STATION IS MARKED UNDERGROUND BY A TACK IN THE CENTER OF
 NN0648'THE CORK OF A STONE JUG, BURIED ABOUT 2-1/2 FEET BELOW
 NN0648'THE TOP OF THE SURFACE STONE.  THE SURFACE MARK IS A MARBLE
 NN0648'POST, 2.5 FEET LONG AND 8 INCHES SQUARE ON TOP.  CUT IN ITS
 NN0648'TOP ARE TWO V-SHAPED GROOVES AT RIGHT ANGLES TO EACH
 NN0648'OTHER, AND THE LETTERS U.S.C.S.
 NN0648
 NN0648                          STATION RECOVERY (1935)
 NN0648
 NN0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0648'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 NN0648'
 NN0648'IN THE NW. 1/4 OF THE NW. 1/4 SEC. 30 T. 29 N., R. 8 W., AT
 NN0648'CREST OF SLIGHT ELEVATION, IN CULTIVATED FIELD OWNED BY OTTO
 NN0648'MATSCHULLAT, WHO LIVES ABOUT 300 YARDS NORTHWEST OF THE STATION IN
 NN0648'SECTION 25, HOLT COUNTY, ABOUT 1000 FEET SOUTH OF THE NORTH
 NN0648'FENCE LINE AND 340 FEET EAST OF THE WEST FENCE LINE.  SURFACE
 NN0648'MARK PROJECTS 3 INCHES ABOVE GROUND.
 NN0648'
 NN0648'TO REACH FROM PAGE, GO NORTH ON U.S. HIGHWAY 20 FOR ABOUT 3-1/2
 NN0648'MILES TO POINT WHERE HIGHWAY TURNS WEST TO O NEILL, GO EAST
 NN0648'6 MILES TO KNOX-HOLT COUNTY LINE, AND NORTH ABOUT 0.8 MILE.
 NN0648'STATION IS ON ELEVATION AT RIGHT OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0413 ***********************************************************************
 MN0413  DESIGNATION -  OLD BALDY
 MN0413  PID         -  MN0413
 MN0413  STATE/COUNTY-  NE/ARTHUR
 MN0413  USGS QUAD   -  OLD BALDY (1971)
 MN0413
 MN0413                         *CURRENT SURVEY CONTROL
 MN0413  ___________________________________________________________________
 MN0413* NAD 83(1995)-  41 28 14.31609(N)    102 01 13.11385(W)     ADJUSTED  
 MN0413* NAVD 88     -      1159.     (meters)    3802.     (feet)  SCALED    
 MN0413  ___________________________________________________________________
 MN0413  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 MN0413  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 MN0413
 MN0413  HORZ ORDER  -  FIRST
 MN0413
 MN0413.The horizontal coordinates were established by classical geodetic methods
 MN0413.and adjusted by the National Geodetic Survey in August 1997..
 MN0413
 MN0413.The orthometric height was scaled from a topographic map.
 MN0413
 MN0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0413
 MN0413.The geoid height was determined by GEOID03.
 MN0413
 MN0413;                    North         East     Units Scale Factor Converg.
 MN0413;SPC NE       -   183,753.750   331,308.686   MT  0.99965878   -1 20 19.9
 MN0413;UTM  13      - 4,595,291.801   748,819.488   MT  1.00036197   +1 58 27.4
 MN0413;UTM  14      - 4,595,409.535   247,788.245   MT  1.00038290   -2 00 04.4
 MN0413
 MN0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0413!SPC NE       -   0.99982149  x   0.99965878  =   0.99948034
 MN0413!UTM  13      -   0.99982149  x   1.00036197  =   1.00018340
 MN0413!UTM  14      -   0.99982149  x   1.00038290  =   1.00020433
 MN0413
 MN0413:                Primary Azimuth Mark                     Grid Az
 MN0413:SPC NE       -  OLD BALDY RM 1 AZIMUTH                   121 22 21.4
 MN0413:UTM  13      -  OLD BALDY RM 1 AZIMUTH                   118 03 34.1
 MN0413:UTM  14      -  OLD BALDY RM 1 AZIMUTH                   122 02 05.9
 MN0413
 MN0413|---------------------------------------------------------------------|
 MN0413| PID    Reference Object                     Distance      Geod. Az  |
 MN0413|                                                           dddmmss.s |
 MN0413| CP7849 OLD BALDY RM 1 AZIMUTH                             1200201.5 |
 MN0413| CP7850 OLD BALDY RM 2                                     18416     |
 MN0413| CP7851 OLD BALDY RM 3                       39.898 METERS 27212     |
 MN0413|---------------------------------------------------------------------|
 MN0413
 MN0413                          SUPERSEDED SURVEY CONTROL
 MN0413
 MN0413  NAD 83(1986)-  41 28 14.31603(N)    102 01 13.11787(W) AD(       ) 1
 MN0413  NAD 27      -  41 28 14.37500(N)    102 01 11.46300(W) AD(       ) 1
 MN0413
 MN0413.Superseded values are not recommended for survey control.
 MN0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0413.See file dsdata.txt to determine how the superseded data were derived.
 MN0413
 MN0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4881995292(NAD 83)
 MN0413_MARKER: DS = TRIANGULATION STATION DISK
 MN0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0413
 MN0413  HISTORY     - Date     Condition        Report By
 MN0413  HISTORY     - 1933     MONUMENTED       CGS
 MN0413  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MN0413
 MN0413                          STATION DESCRIPTION
 MN0413
 MN0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0413'ABOUT 11 MILES NORTHEAST OF LEWELLEN, IN SOUTHWEST QUARTER
 MN0413'SEC. 2, T. 17 N., R. 41 W., ON HIGHEST POINT OF PROMINENT SAND
 MN0413'HILL KNOWN AS OLD BALDY.  LAND IS IN PASTURE OWNED BY MRS.
 MN0413'NASHERMAN, OF LEWELLEN.  TO REACH FROM FLAG POLE IN LEWELLEN
 MN0413'GO SOUTH AND EAST ON U.S. HIGHWAY 26 TO FIRST THROUGH STREET
 MN0413'NORTH JUST NORTH OF SAMS AUTO CAMP, TURN NORTH ON STREET,
 MN0413'CROSSING RAILROAD TRACK, FOR 1.4 MILES, THENCE EAST 1.5 MILES,
 MN0413'NORTH 3.0 MILES, EAST 2.6 MILES, NORTHEAST 2.5 MILES, EAST
 MN0413'0.5 MILE, NORTH 2.2 MILES, EAST 0.3 MILE, AND NORTH 1.0 MILE
 MN0413'TO POINT WHERE MAIN ROAD TURNS EAST THROUGH CATTLE GATE.
 MN0413'THIS ROAD IS THE MAIN-TRAVELED VELMA MAIL ROUTE.  FROM CATTLE
 MN0413'GATE, TURN WEST ALONG SOUTH SIDE OF FENCE 0.25 MILE TO FENCE
 MN0413'CORNER 50 YARDS WEST OF THREE COTTONWOOD TREES.  STATION
 MN0413'BEARS NORTHWEST FROM HERE DISTANT ABOUT 0.3 MILE.
 MN0413'CONTINUE ON TRAIL SOUTHWEST 1/4 MILE, THENCE NORTH NEAR
 MN0413'SECTION-LINE FENCE AND BEAR NORTHEAST TO STATION.
 MN0413'TRUCK CAN BE DRIVEN TO WITHIN 100 YARDS OF TOP OF HILL.  STATION
 MN0413'IS ON HIGHEST POINT OF HILL APPROXIMATELY 220 YARDS EAST
 MN0413'OF SECTION-LINE FENCE.
 MN0413'
 MN0413'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION IN FENCE LINE ON
 MN0413'NORTH SIDE OF ROAD, 20 FEET NORTH OF FENCE CORNER AND APPROXIMATELY
 MN0413'0.2 MILE EAST OF THREE COTTONWOODS.
 MN0413'
 MN0413'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION ON CREST
 MN0413'OF RIDGE JUST SOUTH OF STATION AND LOWER IN ELEVATION.
 MN0413'
 MN0413'REFERENCE MARK NO. 3 IS WEST OF STATION ON TOP OF KNOLL WEST OF
 MN0413'WIND-BLOWN GULLY.
 MN0413'
 MN0413'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.16 METERS.
 MN0413
 MN0413                          STATION RECOVERY (1946)
 MN0413
 MN0413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0413'THE ORIGINAL STATION MARKS, SURFACE AND UNDERGROUND, COULD NOT
 MN0413'BE FOUND.
 MN0413'
 MN0413'THE CONCRETE PORTION OF REFERENCE MARK NO. 3 WAS FOUND UPROOTED
 MN0413'AND ON ITS SIDE AT THE BOTTOM OF A PIT AND THE DISK WAS MISSING.
 MN0413'
 MN0413'REFERENCE MARKS 1 AND 2 WERE FOUND AS DESCRIBED AND IN GOOD
 MN0413'CONDITION.
 MN0413'
 MN0413'THE ORIGINAL DESCRIPTION STATES THAT THE STATION IS LOCATED
 MN0413'IN ARTHUR COUNTY.  BY PLOTTING THE STATION ON COUNTY MAPS IT
 MN0413'WAS FOUND TO BE LOCATED IN GARDEN COUNTY.
 MN0413'
 MN0413'A NEW STATION, OLD BALDY 2 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0412 ***********************************************************************
 MN0412  DESIGNATION -  OLD BALDY 2
 MN0412  PID         -  MN0412
 MN0412  STATE/COUNTY-  NE/GARDEN
 MN0412  USGS QUAD   -  OLD BALDY (1971)
 MN0412
 MN0412                         *CURRENT SURVEY CONTROL
 MN0412  ___________________________________________________________________
 MN0412* NAD 83(1995)-  41 28 14.25147(N)    102 01 12.92197(W)     ADJUSTED  
 MN0412* NAVD 88     -      1159.     (meters)    3802.     (feet)  SCALED    
 MN0412  ___________________________________________________________________
 MN0412  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 MN0412  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 MN0412
 MN0412  HORZ ORDER  -  FIRST
 MN0412
 MN0412.The horizontal coordinates were established by classical geodetic methods
 MN0412.and adjusted by the National Geodetic Survey in August 1997..
 MN0412
 MN0412.The orthometric height was scaled from a topographic map.
 MN0412
 MN0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0412
 MN0412.The geoid height was determined by GEOID03.
 MN0412
 MN0412;                    North         East     Units Scale Factor Converg.
 MN0412;SPC NE       -   183,751.654   331,313.089   MT  0.99965878   -1 20 19.7
 MN0412;UTM  13      - 4,595,289.962   748,824.008   MT  1.00036200   +1 58 27.5
 MN0412;UTM  14      - 4,595,407.387   247,792.627   MT  1.00038287   -2 00 04.2
 MN0412
 MN0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0412!SPC NE       -   0.99982149  x   0.99965878  =   0.99948034
 MN0412!UTM  13      -   0.99982149  x   1.00036200  =   1.00018343
 MN0412!UTM  14      -   0.99982149  x   1.00038287  =   1.00020430
 MN0412
 MN0412|---------------------------------------------------------------------|
 MN0412| PID    Reference Object                     Distance      Geod. Az  |
 MN0412|                                                           dddmmss.s |
 MN0412| CP7852 OLD BALDY 2 RM 4                     36.920 METERS 02054     |
 MN0412| CP7849 OLD BALDY RM 1 AZIMUTH                             1200505.1 |
 MN0412| CP7850 OLD BALDY RM 2                                     18713     |
 MN0412|---------------------------------------------------------------------|
 MN0412
 MN0412                          SUPERSEDED SURVEY CONTROL
 MN0412
 MN0412  NAD 83(1986)-  41 28 14.25143(N)    102 01 12.92567(W) AD(       ) 1
 MN0412  NAD 27      -  41 28 14.30300(N)    102 01 11.26900(W) AD(       ) 1
 MN0412
 MN0412.Superseded values are not recommended for survey control.
 MN0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0412.See file dsdata.txt to determine how the superseded data were derived.
 MN0412
 MN0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4882495290(NAD 83)
 MN0412_MARKER: DS = TRIANGULATION STATION DISK
 MN0412_SETTING: 0 = UNSPECIFIED SETTING
 MN0412
 MN0412  HISTORY     - Date     Condition        Report By
 MN0412  HISTORY     - 1946     MONUMENTED       CGS
 MN0412  HISTORY     - 1970     SEE DESCRIPTION  USGS
 MN0412
 MN0412                          STATION DESCRIPTION
 MN0412
 MN0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0412'LOCATED ABOUT 11 MILES NORTH-NORTHEAST OF LEWELLEN ON THE HIGHEST
 MN0412'POINT OF A SAND DUNE KNOWN AS OLD BALDY.  IT IS A STANDARD
 MN0412'DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS
 MN0412'6 INCHES.  IT IS STAMPED OLD BALDY 2 1946.
 MN0412'
 MN0412'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 0.2 MILE EAST OF A GROUP
 MN0412'OF 3 COTTONWOOD TREES, 25 FEET WEST OF A T FENCE INTERSECTION
 MN0412'AND CATTLE GUARD AND 15 INCHES NORTHWEST OF A WHITE REFERENCE
 MN0412'POST.  IT IS STAMPED OLD BALDY NO 1 1933 AND PROJECTS 3 INCHES.
 MN0412'
 MN0412'REFERENCE MARK NO. 2 IS ABOUT 100 FEET LOWER THAN THE STATION
 MN0412'NEAR THE CENTER OF A SMALL NORTHWEST-SOUTHEAST SAND RIDGE.
 MN0412'DUE TO ITS LOCATION AN ACCURATE MEASUREMENT TO IT COULD NOT
 MN0412'BE MADE.  IT IS STAMPED OLD BALDY NO 2 1933 AND PROJECTS 3
 MN0412'INCHES.
 MN0412'
 MN0412'REFERENCE MARK NO. 4 IS 24.01 FEET LOWER THAN THE STATION.
 MN0412'IT IS STAMPED OLD BALDY 2 NO 4 1946 AND PROJECTS 6 INCHES.
 MN0412'
 MN0412'THERE IS NO SUITABLE PLACE TO ESTABLISH ANOTHER REFERENCE
 MN0412'MARK.
 MN0412'
 MN0412'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET
 MN0412'IN LEWELLEN AND U.S. HIGHWAY NO. 26, GO EASTERLY ON NO. 26 FOR
 MN0412'0.2 MILE.  THEN LEFT, NORTH, ON A GRAVEL ROAD FOR 1.45 MILES TO
 MN0412'A T INTERSECTION.  THEN RIGHT, EAST, FOR 1.5 MILES.  THEN LEFT,
 MN0412'NORTH, FOR 3.0 MILES.  THEN RIGHT, MAIN TRAVELED ROAD, FOR
 MN0412'2.7 MILES.  THEN LEFT ON A TRACK ROAD FOR 3.7 MILES TO A SCHOOL
 MN0412'HOUSE ON THE RIGHT.  CONTINUE NORTHERLY ON THE MAIN TRACK ROAD
 MN0412'FOR 1.35 MILES TO A FORK.  THEN RIGHT FORK FOR 1.25 MILES TO
 MN0412'WHERE THE ROAD GOES THROUGH A CATTLE GUARD ON THE RIGHT.
 MN0412'AZIMUTH MARK IS IN THE EAST-WEST FENCE LINE.  LEAVE THE
 MN0412'TRACK ROAD AND FOLLOW THE FENCE LINE WESTERLY FOR 0.25 MILE
 MN0412'TO A FENCE CORNER.  CONTINUE WESTERLY FOR 0.3 MILE THEN
 MN0412'TURN RIGHT TOWARD THE HIGHEST POINT OF THE SAND DUNE FOR
 MN0412'ABOUT 0.3 MILE AND THE END OF TRUCK TRAVEL.  PACK ABOUT 150
 MN0412'YARDS TO THE HIGHEST POINT AND THE STATION.
 MN0412
 MN0412                          STATION RECOVERY (1970)
 MN0412
 MN0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (DLH)
 MN0412'THE STATION MARK WAS FOUND AT THE BOTTOM OF A SAND PIT,
 MN0412'DESTROYED BY WIND EROSION.  THE SUBSURFACE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0614 ***********************************************************************
 MN0614  DESIGNATION -  OLIVER
 MN0614  PID         -  MN0614
 MN0614  STATE/COUNTY-  NE/KIMBALL
 MN0614  USGS QUAD   -  OLIVER RESERVOIR (1972)
 MN0614
 MN0614                         *CURRENT SURVEY CONTROL
 MN0614  ___________________________________________________________________
 MN0614* NAD 83(1995)-  41 10 52.73639(N)    103 47 51.15592(W)     ADJUSTED  
 MN0614* NAVD 88     -      1525.     (meters)    5003.     (feet)  SCALED    
 MN0614  ___________________________________________________________________
 MN0614  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 MN0614  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 MN0614
 MN0614  HORZ ORDER  -  SECOND
 MN0614
 MN0614.The horizontal coordinates were established by classical geodetic methods
 MN0614.and adjusted by the National Geodetic Survey in August 1997..
 MN0614
 MN0614.The orthometric height was scaled from a topographic map.
 MN0614
 MN0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0614
 MN0614.The geoid height was determined by GEOID03.
 MN0614
 MN0614;                    North         East     Units Scale Factor Converg.
 MN0614;SPC NE       -   156,654.942   181,576.278   MT  0.99967455   -2 30 59.8
 MN0614;UTM  13      - 4,559,582.011   600,851.809   MT  0.99972518   +0 47 30.5
 MN0614
 MN0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0614!SPC NE       -   0.99976380  x   0.99967455  =   0.99943843
 MN0614!UTM  13      -   0.99976380  x   0.99972518  =   0.99948905
 MN0614
 MN0614|---------------------------------------------------------------------|
 MN0614| PID    Reference Object                     Distance      Geod. Az  |
 MN0614|                                                           dddmmss.s |
 MN0614| CP7854 OLIVER RM 1                          11.630 METERS 00028     |
 MN0614| CP7853 OLIVER AZ MK                                       0074559.2 |
 MN0614| MN0626 UNION PAC MICROWAVE TOWER 3040      APPROX.10.9 KM 0090937.1 |
 MN0614| MN0582 KIMBALL MOTOROLA COMMUM MAST        APPROX.16.0 KM 0451154.3 |
 MN0614| MN0591 KIMBALL COLLIER TV MICROWAVE        APPROX.15.2 KM 0733850.5 |
 MN0614| CP7855 OLIVER RM 2                          14.795 METERS 17859     |
 MN0614|---------------------------------------------------------------------|
 MN0614
 MN0614                          SUPERSEDED SURVEY CONTROL
 MN0614
 MN0614  NAD 83(1995)-  41 10 52.73583(N)    103 47 51.15580(W) AD(       ) 2
 MN0614  NAD 83(1986)-  41 10 52.72899(N)    103 47 51.15496(W) AD(       ) 2
 MN0614  NAD 27      -  41 10 52.79600(N)    103 47 49.35500(W) AD(       ) 2
 MN0614
 MN0614.Superseded values are not recommended for survey control.
 MN0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0614.See file dsdata.txt to determine how the superseded data were derived.
 MN0614
 MN0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0085259582(NAD 83)
 MN0614_MARKER: DS = TRIANGULATION STATION DISK
 MN0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0614
 MN0614  HISTORY     - Date     Condition        Report By
 MN0614  HISTORY     - 1960     MONUMENTED       CGS
 MN0614  HISTORY     - 1963     GOOD             CGS
 MN0614
 MN0614                          STATION DESCRIPTION
 MN0614
 MN0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0614'THE STATION IS LOCATED 8 MILES WEST-SOUTHWEST OF KIMBALL, 6
 MN0614'MILES SOUTHEAST OF BUSHNELL AND 3 MILES SOUTH OF THE OLIVER
 MN0614'RESERVOIR ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH SECTION
 MN0614'LINE ROAD.  IN THE SE CORNER OF SECTION 13, T. 14 N., R. 57 W.
 MN0614'
 MN0614'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BUSHNELL GO
 MN0614'EAST ON U.S. HIGHWAY 30 FOR 4.7 MILES TO A CROSSROAD.  TURN
 MN0614'RIGHT, SOUTH, AND GO 2.5 MILES TO A CROSSROAD.  CONTINUE STRAIGHT
 MN0614'AHEAD AND GO 0.6 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MN0614'
 MN0614'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR 0.6
 MN0614'MILE TO A CROSSROAD.  TURN RIGHT, EAST, AND GO 0.1 MILE TO
 MN0614'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MN0614'
 MN0614'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MN0614'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES AND IS
 MN0614'STAMPED OLIVER 1960.  IT IS 39 FEET WEST OF THE CENTER OF
 MN0614'A GRAVELED ROAD, 4 FEET SOUTH OF A METAL WITNESS POST AND
 MN0614'3-1/2 FEET SOUTH OF A POWER LINE POLE.
 MN0614'
 MN0614'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0614'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES AND
 MN0614'IS STAMPED OLIVER NO 1 1960.  IT IS 39 FEET WEST OF THE CENTER
 MN0614'OF A GRAVELED ROAD AND 35 FEET NORTH OF A POWER LINE POLE.
 MN0614'
 MN0614'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0614'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 10 INCHES AND
 MN0614'IS STAMPED OLIVER NO 2 1960.  IT IS 52 FEET SOUTH OF A POWER
 MN0614'LINE POLE AND 39 FEET WEST OF THE CENTER OF A GRAVELED ROAD.
 MN0614'
 MN0614'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MN0614'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 10 INCHES AND
 MN0614'IS STAMPED OLIVER 1960.  IT IS 30 FEET SOUTH OF THE CENTER OF
 MN0614'A GRAVELED ROAD, 3 FEET EAST OF A METAL WITNESS POST AND 2
 MN0614'FEET EAST OF A POWER LINE POLE.
 MN0614'
 MN0614'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 MN0614
 MN0614                          STATION RECOVERY (1963)
 MN0614
 MN0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0614'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 MN0614'FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 MN0614'AND ALL MEASUREMENTS AND DIRECTIONS CHECKED.  WITNESS POSTS
 MN0614'WERE SET NEAR THE REFERENCE MARKS.  REFERENCE MARK NO. 1 IS
 MN0614'1.2 FEET SOUTH OF A WITNESS POST AND REFERENCE MARK NO. 2 IS
 MN0614'1.4 FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2087 ***********************************************************************
 MK2087  DESIGNATION -  OLIVER
 MK2087  PID         -  MK2087
 MK2087  STATE/COUNTY-  NE/LANCASTER
 MK2087  USGS QUAD   -  VALPARAISO (1969)
 MK2087
 MK2087                         *CURRENT SURVEY CONTROL
 MK2087  ___________________________________________________________________
 MK2087* NAD 83(1995)-  41 01 00.94516(N)    096 45 30.31563(W)     ADJUSTED  
 MK2087* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 MK2087  ___________________________________________________________________
 MK2087  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 MK2087  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 MK2087
 MK2087  HORZ ORDER  -  SECOND
 MK2087
 MK2087.The horizontal coordinates were established by classical geodetic methods
 MK2087.and adjusted by the National Geodetic Survey in August 1997..
 MK2087
 MK2087.The orthometric height was scaled from a topographic map.
 MK2087
 MK2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2087
 MK2087.The geoid height was determined by GEOID03.
 MK2087
 MK2087;                    North         East     Units Scale Factor Converg.
 MK2087;SPC NE       -   136,519.669   772,513.972   MT  0.99969477   +2 08 53.5
 MK2087;UTM  14      - 4,543,056.692   688,478.739   MT  1.00003724   +1 28 17.5
 MK2087
 MK2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2087!SPC NE       -   0.99993608  x   0.99969477  =   0.99963087
 MK2087!UTM  14      -   0.99993608  x   1.00003724  =   0.99997332
 MK2087
 MK2087|---------------------------------------------------------------------|
 MK2087| PID    Reference Object                     Distance      Geod. Az  |
 MK2087|                                                           dddmmss.s |
 MK2087| CL8032 OLIVER RM 1                          28.262 METERS 04522     |
 MK2087| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.23.7 KM 1675636.5 |
 MK2087| CL8033 OLIVER RM 2                          23.587 METERS 27501     |
 MK2087|---------------------------------------------------------------------|
 MK2087
 MK2087                          SUPERSEDED SURVEY CONTROL
 MK2087
 MK2087  NAD 83(1986)-  41 01 00.95558(N)    096 45 30.31706(W) AD(       ) 2
 MK2087  NAD 27      -  41 01 00.93252(N)    096 45 29.22175(W) AD(       ) 2
 MK2087
 MK2087.Superseded values are not recommended for survey control.
 MK2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2087.See file dsdata.txt to determine how the superseded data were derived.
 MK2087
 MK2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8847943057(NAD 83)
 MK2087_MARKER: DD = SURVEY DISK
 MK2087_SETTING: 0 = UNSPECIFIED SETTING
 MK2087
 MK2087  HISTORY     - Date     Condition        Report By
 MK2087  HISTORY     - 1967     MONUMENTED       USGS
 MK2087  HISTORY     - 1981     GOOD             LOCENG
 MK2087  HISTORY     - 19970714 MARK NOT FOUND   NGS
 MK2087
 MK2087                          STATION DESCRIPTION
 MK2087
 MK2087'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2087'THE STATION IS LOCATED ABOUT 3.0 MI E. OF AGNEW, T. 12 N., R. 6
 MK2087'E., NEAR THE COR. SECS. 8, 9, 16, AND 17, 69 FT N. AND 95 FT W.
 MK2087'OF CENTER OF T-RD. N., 9 FT S. OF FENCE.
 MK2087'
 MK2087'TO REACH THE STATION FROM AGNEW, GO E. FOR 2.85 MI TO STATION,
 MK2087'TOP OF HIGH BANK ON LEFT (N.) SIDE OF RD.
 MK2087'
 MK2087'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED
 MK2087'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2087'12 IN. LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2087'
 MK2087'THE STATION MARK IS STAMPED ET OLIVER 1967.
 MK2087'
 MK2087'REFERENCE MARK NO. 1 IS NNE. OF THE STATION, 133 FT N., 37 FT W.
 MK2087'OF CENTER OF T-RD. N., IN FENCE LINE, STAMPED OLIVER NO 1 1967.
 MK2087'
 MK2087'REFERENCE MARK NO. 2 IS W. OF THE STATION, 76 FT N. AND 173 FT
 MK2087'W. OF CENTER OF T-RD. N., 2 FT S. OF FENCE, STAMPED OLIVER NO 2
 MK2087'1967.
 MK2087'
 MK2087'AZIMUTH MARK - NONE SET.
 MK2087'
 MK2087'REFERENCE AZIMUTH OBSERVED TO CAPITOL DOME IN LINCOLN.
 MK2087
 MK2087                          STATION RECOVERY (1981)
 MK2087
 MK2087'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 MK2087'ET OLIVER 1967 RECOVERED GOOD.
 MK2087'
 MK2087'OLIVER NO. 1 1967 RECOVERED GOOD.
 MK2087'
 MK2087'OLIVER NO. 2 1967 RECOVERED GOOD.
 MK2087'
 MK2087'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MI E. OF AGNEW.
 MK2087
 MK2087                          STATION RECOVERY (1997)
 MK2087
 MK2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 MK2087'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  A LONG COPPER-CLAD ROD,
 MK2087'WITH NO DISK ATTACHED, WAS FOUND AT THE WITNESS POST.  MEASUREMENT
 MK2087'FROM THE CENTERLINE OF THE HIGHWAY PLACE THE MARKS LOCATION ON THE
 MK2087'BACK SLOPE OF A WIDE CUT THROUGH A HILL.  NO MEASUREMENT FROM THE
 MK2087'WITNESS POST WAS GIVEN.  THE REFERENCE MARKS WERE NOT LOOKED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CL8033 ***********************************************************************
 CL8033  HT_MOD      -  This is a Height Modernization Survey Station.
 CL8033  DESIGNATION -  OLIVER RM 2
 CL8033  PID         -  CL8033
 CL8033  STATE/COUNTY-  NE/LANCASTER
 CL8033  USGS QUAD   -  VALPARAISO (1969)
 CL8033
 CL8033                         *CURRENT SURVEY CONTROL
 CL8033  ___________________________________________________________________
 CL8033* NAD 83(1995)-  41 01 01.01213(N)    096 45 31.32127(W)     ADJUSTED  
 CL8033* NAVD 88     -       434.31   (meters)    1424.9    (feet)  GPS OBS   
 CL8033  ___________________________________________________________________
 CL8033  X           -    -567,217.504 (meters)                     COMP
 CL8033  Y           -  -4,786,169.840 (meters)                     COMP
 CL8033  Z           -   4,164,111.028 (meters)                     COMP
 CL8033  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 CL8033  ELLIP HEIGHT-         407.68  (meters)          (03/30/05) GPS OBS
 CL8033  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CL8033
 CL8033  HORZ ORDER  -  FIRST
 CL8033  ELLP ORDER  -  THIRD     CLASS I
 CL8033
 CL8033.The horizontal coordinates were established by GPS observations
 CL8033.and adjusted by the National Geodetic Survey in March 2005..
 CL8033
 CL8033.The orthometric height was determined by GPS observations and a
 CL8033.high-resolution geoid model using precise GPS observation and
 CL8033.processing techniques.
 CL8033
 CL8033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL8033
 CL8033.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL8033
 CL8033.The ellipsoidal height was determined by GPS observations
 CL8033.and is referenced to NAD 83.
 CL8033
 CL8033.The geoid height was determined by GEOID03.
 CL8033
 CL8033;                    North         East     Units Scale Factor Converg.
 CL8033;SPC NE       -   136,520.852   772,490.422   MT  0.99969476   +2 08 52.8
 CL8033;UTM  14      - 4,543,058.154   688,455.197   MT  1.00003713   +1 28 16.9
 CL8033
 CL8033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL8033!SPC NE       -   0.99993606  x   0.99969476  =   0.99963084
 CL8033!UTM  14      -   0.99993606  x   1.00003713  =   0.99997318
 CL8033
 CL8033                          SUPERSEDED SURVEY CONTROL
 CL8033
 CL8033.No superseded survey control is available for this station.
 CL8033
 CL8033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8845543058(NAD 83)
 CL8033_MARKER: DS = TRIANGULATION STATION DISK
 CL8033_SETTING: 0 = UNSPECIFIED SETTING
 CL8033_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CL8033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL8033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL8033+SATELLITE: SATELLITE OBSERVATIONS - 2002
 CL8033
 CL8033  HISTORY     - Date     Condition        Report By
 CL8033  HISTORY     - 1967     MONUMENTED       USGS
 CL8033  HISTORY     - 2002     GOOD             NEDR
 CL8033
 CL8033                          STATION DESCRIPTION
 CL8033
 CL8033'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2002 (DM)
 CL8033'THE STATION IS LOCATED 3 MILES EAST OF AGNEW, NE.
 CL8033' 
 CL8033'TO REACH THE STATION FROM THE INTERSECTION OF HWY.79 AND AGNEW ROAD GO
 CL8033'EAST ON  AGNEW ROAD APPROX. 2.85 MILES TO THE POINT.   TO REACH THE
 CL8033'STATION FROM THE JCT OF U.S.HWY 34 AND STATE HWY.79 NW. OF LINCOLN,
 CL8033'NE. GO  NORTH ON HWY. 79 FOR APPROX. 7.0 MILES, TURN RIGHT (EAST) GO
 CL8033'ACROSS R.R. TRACKS THEN  IMMEDIATELY TURN LEFT AND GO NORTH ON NW.
 CL8033'56TH   FOR APPROX. 2.0 MILES TO WEST AGNEW  ROAD. TURN RIGHT AND GO
 CL8033'EAST ON WEST AGNEW ROAD FOR APPROX. 1.99 MILES TO THE POINT.
 CL8033' 
 CL8033'THE MARK IS IN SECTION 8, T-12-N, R-6-E.
 CL8033' 
 CL8033'THE STATION IS 173 FEET WEST OF THE CENTERLINE OF NW 27TH STREET,
 CL8033'83.40 FEET EAST OF TOP  SE CORNER OF TELEPHONE RISER BOX, 1.7 FEET
 CL8033'SOUTH OF BOTTOM ORANGE FIBERGLASS WITNESS  POST, 42 FEET EAST OF IN
 CL8033'LINE WITH CENTERLINE FARM DRIVE 2801.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0562 ***********************************************************************
 MN0562  DESIGNATION -  OLSEN
 MN0562  PID         -  MN0562
 MN0562  STATE/COUNTY-  NE/CHEYENNE
 MN0562  USGS QUAD   -  POTTER SE (1972)
 MN0562
 MN0562                         *CURRENT SURVEY CONTROL
 MN0562  ___________________________________________________________________
 MN0562* NAD 83(1995)-  41 04 28.17417(N)    103 20 38.66958(W)     ADJUSTED  
 MN0562* NAVD 88     -      1426.     (meters)    4678.     (feet)  SCALED    
 MN0562  ___________________________________________________________________
 MN0562  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 MN0562  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 MN0562
 MN0562  HORZ ORDER  -  FIRST
 MN0562
 MN0562.The horizontal coordinates were established by classical geodetic methods
 MN0562.and adjusted by the National Geodetic Survey in August 1997..
 MN0562
 MN0562.The orthometric height was scaled from a topographic map.
 MN0562
 MN0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0562
 MN0562.The geoid height was determined by GEOID03.
 MN0562
 MN0562;                    North         East     Units Scale Factor Converg.
 MN0562;SPC NE       -   143,233.795   219,120.728   MT  0.99968676   -2 12 58.0
 MN0562;SPC CO N     -   500,338.164 1,095,579.675   MT  1.00006023   +1 23 34.9
 MN0562;SPC CO N     - 1,641,526.13  3,594,414.32   sFT  1.00006023   +1 23 34.9
 MN0562;UTM  13      - 4,548,347.542   639,111.609   MT  0.99983818   +1 05 17.5
 MN0562
 MN0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0562!SPC NE       -   0.99977944  x   0.99968676  =   0.99946627
 MN0562!SPC CO N     -   0.99977944  x   1.00006023  =   0.99983966
 MN0562!UTM  13      -   0.99977944  x   0.99983818  =   0.99961766
 MN0562
 MN0562:                Primary Azimuth Mark                     Grid Az
 MN0562:SPC NE       -  OLSEN AZ MK                              069 18 29.0
 MN0562:SPC CO N     -  OLSEN AZ MK                              065 41 56.1
 MN0562:UTM  13      -  OLSEN AZ MK                              066 00 13.5
 MN0562
 MN0562|---------------------------------------------------------------------|
 MN0562| PID    Reference Object                     Distance      Geod. Az  |
 MN0562|                                                           dddmmss.s |
 MN0562| CP7856 OLSEN AZ MK                                        0670531.0 |
 MN0562| CP7857 OLSEN AZ MK 2                                      0892717.2 |
 MN0562| CP7858 OLSEN RM 1                           28.048 METERS 08959     |
 MN0562| CP7860 OLSEN RM 3                           28.247 METERS 12814     |
 MN0562| CP7859 OLSEN RM 2                           23.602 METERS 17914     |
 MN0562|---------------------------------------------------------------------|
 MN0562
 MN0562                          SUPERSEDED SURVEY CONTROL
 MN0562
 MN0562  NAD 83(1995)-  41 04 28.17116(N)    103 20 38.67041(W) AD(       ) 1
 MN0562  NAD 83(1995)-  41 04 28.16764(N)    103 20 38.66989(W) AD(       ) 1
 MN0562  NAD 83(1986)-  41 04 28.16684(N)    103 20 38.66947(W) AD(       ) 1
 MN0562  NAD 27      -  41 04 28.22650(N)    103 20 36.91680(W) AD(       ) 1
 MN0562
 MN0562.Superseded values are not recommended for survey control.
 MN0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0562.See file dsdata.txt to determine how the superseded data were derived.
 MN0562
 MN0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF3911248348(NAD 83)
 MN0562_MARKER: DS = TRIANGULATION STATION DISK
 MN0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0562
 MN0562  HISTORY     - Date     Condition        Report By
 MN0562  HISTORY     - 1934     MONUMENTED       CGS
 MN0562  HISTORY     - 1958     GOOD             CGS
 MN0562  HISTORY     - 1963     GOOD             CGS
 MN0562
 MN0562                          STATION DESCRIPTION
 MN0562
 MN0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0562'THE STATION IS 10 MILES, AIRLINE, SOUTH OF POTTER, IN NORTHEAST
 MN0562'QUARTER SEC. T. 13 N., R. 52 W., ON A SMOOTH RIDGE OWNED BY G.C.
 MN0562'OLSEN, 0.4 MILE NORTHWEST OF A TWO-STORY WHITE HOUSE OF JENS OLSEN,
 MN0562'0.2 MILE SOUTH AND 0.4 MILE WEST OF GRADED ROAD, 50 YARDS
 MN0562'WEST-NORTHWEST OF A LONE RED BARN, AND 10 YARDS SOUTH OF THE
 MN0562'CONCRETE FOUNDATION OF A FORMER BUILDING.
 MN0562'
 MN0562'THE STATION MAY BE REACHED FROM POTTER, ON U.S. HIGHWAY 30,
 MN0562'BY DRIVING SOUTH ON A GOOD GRADED, GRAVELED, COUNTRY ROAD FOR
 MN0562'2.9 MILES TO A T-INTERSECTION.  TURN DUE EAST 0.5 MILE, THEN
 MN0562'SOUTH FOLLOWING THE ONLY MAIN ROAD 7.0 MILES TO ANOTHER
 MN0562'T-INTERSECTION.  TURN DUE WEST AND GO 1.0 MILE AND THEN
 MN0562'SOUTH 0.2 MILE TO THE LARGE TWO-STORY WHITE HOUSE OF JENS
 MN0562'OLSEN.  LEAVE THE GRADED ROAD AND DRIVE WEST THROUGH WIRE
 MN0562'GATE, GO ALONG FARM ROAD 0.4 MILE AND TO LONE RED BARN AND
 MN0562'STATION.
 MN0562'
 MN0562'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0562'BRONZE DISKS SET AS DESCRIBED.
 MN0562'
 MN0562'REFERENCE MARK NO. 1 IS EAST OF THE STATION.
 MN0562'
 MN0562'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.
 MN0562'
 MN0562'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION IN A SECTION-LINE
 MN0562'FENCE CORNER.  IT IS 48 FEET SOUTHWEST OF A SECTION-LINE
 MN0562'ROAD T-INTERSECTION, 37 FEET SOUTH OF THE CENTERLINE OF AN
 MN0562'EAST-WEST SECTION-LINE ROAD, 31 FEET WEST OF THE CENTERLINE OF A
 MN0562'NORTH-SOUTH SECTION-LINE ROAD (BOTH ROADS ARE GRADED), 3
 MN0562'FEET SOUTH OF SECTION-LINE CORNER FENCE POST, AND 2 FEET WEST
 MN0562'OF A NORTH-SOUTH SECTION-LINE FENCE.
 MN0562'
 MN0562'A 10-FOOT STAND WILL CLEAR ALL LINES.
 MN0562
 MN0562                          STATION RECOVERY (1958)
 MN0562
 MN0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 MN0562'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 MN0562'RECOVERED AND FOUND IN GOOD CONDITION.  THE MONUMENT FOR
 MN0562'REFERENCE MARK 1 WAS FOUND, BUT THE TOP WAS BROKEN OFF AND THE
 MN0562'DISK WAS NOT RECOVERED.  MR. GUNHART OLSEN HAS BUILT A NEW
 MN0562'BRICK HOUSE NEAR THE STATION SITE AND THIS HAS BLOCKED THE
 MN0562'VIEW AT GROUND LEVEL TO THE NORTH AND TWO BARNS BLOCK THE
 MN0562'VIEW TO THE NORTHEAST AND SOUTHEAST, ALSO BLOCKING THE AZIMUTH
 MN0562'MARK AT GROUND LEVEL.  FOR USING THE CONTROL OF THIS STATION
 MN0562'AT THIS TIME AN ECCENTRIC POINT WAS OCCUPIED, OBSERVING THE
 MN0562'LINE TO TRIANGULATION STATION POTTER 1934 AND THE AZIMUTH
 MN0562'MARK AT OLSEN 1934.  DUE TO THE NEW HOUSE AND CHANGES IN
 MN0562'THE IMMEDIATE AREA A COMPLETE NEW DESCRIPTION FOLLOWS--
 MN0562'
 MN0562'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF POTTER ON
 MN0562'PROPERTY OWNED BY MR. GUNHART OLSEN THAT LIVES AT THE STATION
 MN0562'SITE.  IT IS 72 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 MN0562'OF MR. OLSENS BROWN BRICK HOUSE, 54 FEET NORTHWEST OF THE
 MN0562'NORTHWEST LEG OF A WOODEN WIND MILL, 34 FEET SOUTHEAST OF THE
 MN0562'SOUTHEAST CORNER OF A BRICK GARAGE AND 34 FEET NORTH OF A
 MN0562'FENCE CORNER POST THAT IS AT THE NORTHEAST CORNER OF A GARDEN.
 MN0562'THE MONUMENT PROJECTS 12 INCHES AND THE DISK IS STAMPED OLSEN
 MN0562'1934.
 MN0562'
 MN0562'REFERENCE MARK 2 IS 37 FEET NORTH OF A FENCE CORNER POST
 MN0562'AT BARN-YARD, 26 FEET SOUTHWEST OF THE NORTHWEST LEG OF THE
 MN0562'WINDMILL AND 16 FEET SOUTH-SOUTHEAST OF A FENCE CORNER POST
 MN0562'AT THE SOUTHEAST CORNER OF THE GARDEN.  THE MONUMENT PROJECTS
 MN0562'5 INCHES AND THE DISK IS STAMPED OLSEN NO 2 1934.
 MN0562'
 MN0562'THE AZIMUTH MARK IS 56 FEET SOUTHWEST OF THE INTERSECTION OF A
 MN0562'GRAVELED ROAD, 42 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD,
 MN0562'36 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 14 FEET WEST
 MN0562'OF A FENCE CORNER POST AND 11 FEET WEST OF A POWER LINE POLE.
 MN0562'THE MONUMENT IS UNDERGROUND ABOUT 4 INCHES AND THE DISK IS
 MN0562'STAMPED OLSEN AZIMUTH 1934.
 MN0562'
 MN0562'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MN0562'30 AND GRAVELED ROAD SOUTH IN THE SOUTH SECTION OF POTTER,
 MN0562'GO SOUTH ON THE GRAVELED ROAD FOR 2.8 MILES TO A Y-INTERSECTION.
 MN0562'TAKE LEFT FORK AND GO EAST FOR 0.4 MILE TO WHERE ROAD BEARS
 MN0562'SOUTH.  TURN SOUTH ON GRAVELED ROAD FOR 7.15 MILES TO A
 MN0562'GRAVELED T-ROAD INTERSECTION.  TURN RIGHT AND GO WEST ON
 MN0562'GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT AND A FARM
 MN0562'LANE ON THE RIGHT AND THE AZIMUTH MARK IN THE SOUTHWEST CORNER
 MN0562'OF INTERSECTION.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.35
 MN0562'MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH
 MN0562'ON THE DRIVEWAY FOR 0.1 MILE TO THE STATION.
 MN0562
 MN0562                          STATION RECOVERY (1963)
 MN0562
 MN0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0562'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 MN0562'TO BE IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN DESTROYED
 MN0562'AND A REFERENCE MARK 3 WAS ESTABLISHED AT THIS DATE.  THE
 MN0562'AZIMUTH MARK WAS NOT RECOVERED DUE TO A NEW BARN AT THE
 MN0562'STATION WHICH IS ON LINE BETWEEN THE TWO.  A NEW AZIMUTH MARK
 MN0562'WAS ESTABLISHED AT THIS DATE.
 MN0562'
 MN0562'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MN0562'
 MN0562'THE STATION IS LOCATED ABOUT 10 MILES SOUTH AND 1-1/2 MILES
 MN0562'WEST OF THE TOWN OF POTTER, IN THE NORTHEAST 1/4 OF SECTION
 MN0562'25, R52W AND T13N ON THE PROPERTY OF MR. JENS OLSEN.
 MN0562'
 MN0562'TO REACH THE STATION FROM THE POST OFFICE IN POTTER, GO SOUTH
 MN0562'FOR 0.15 MILE TO U.S. HIGHWAY 30, TURN RIGHT AND GO WEST ON
 MN0562'U.S. HIGHWAY 30 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 MN0562'AND GO SOUTH FOR 1.5 MILES TO A FORK, KEEP RIGHT FORK AND GO
 MN0562'WEST AND SOUTH FOR 0.75 MILE TO A FORK.  KEEP RIGHT FORK AND
 MN0562'FOLLOW THE MAIN GRAVELED ROAD WEST AND SOUTH FOR 8.0 MILES
 MN0562'TO A CROSSROAD.  TURN LEFT AND GO EAST FOR 0.6 MILE TO A SIDE
 MN0562'ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO THE
 MN0562'STATION JUST SOUTH OF THE FARM HOME OF MR. JENS OLSEN.
 MN0562'
 MN0562'THE STATION MARK IS A STANDARD DISK STAMPED OLSEN 1934, SET
 MN0562'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MN0562'5 INCHES.  IT IS 70 FEET SOUTH OF THE BACK DOOR TO FARM HOUSE
 MN0562'AND 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF GARAGE.
 MN0562'
 MN0562'REFERENCE MARK 2 IS A STANDARD DISK STAMPED OLSEN NO 2 1934,
 MN0562'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MN0562'4 INCHES.  IT IS 38 FEET NORTH OF THE NORTHWEST CORNER POST OF A
 MN0562'COW LOT AND 14 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A WATER
 MN0562'STORAGE TANK NEAR THE WINDMILL.
 MN0562'
 MN0562'REFERENCE MARK 3 IS A STANDARD DISK STAMPED OLSEN NO 3 1934
 MN0562'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MN0562'THAT IS FLUSH WITH THE SURFACE.  IT IS 135 FEET SOUTHEAST
 MN0562'OF THE SOUTHEAST CORNER OF FARM HOME AND 1 FOOT EAST OF A
 MN0562'POWER POLE.
 MN0562'
 MN0562'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OLSEN 1934 1963,
 MN0562'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 MN0562'PROJECTS 2 INCHES.  IT IS 38 FEET WEST OF THE CENTER OF ROAD,
 MN0562'2 FEET NORTH OF A POWER POLE AND 1.1 FEET EAST OF THE WITNESS
 MN0562'POST.
 MN0562'
 MN0562'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.15
 MN0562'MILE TO A T ROAD.  TURN RIGHT AND GO EAST FOR 0.35 MILE TO A
 MN0562'SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO THE
 MN0562'MARK ON THE RIGHT, WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2071 ***********************************************************************
 MK2071  HT_MOD      -  This is a Height Modernization Survey Station.
 MK2071  DESIGNATION -  OLSON
 MK2071  PID         -  MK2071
 MK2071  STATE/COUNTY-  NE/LANCASTER
 MK2071  USGS QUAD   -  WAHOO SE (1969)
 MK2071
 MK2071                         *CURRENT SURVEY CONTROL
 MK2071  ___________________________________________________________________
 MK2071* NAD 83(1995)-  41 00 18.34144(N)    096 37 25.83376(W)     ADJUSTED  
 MK2071* NAVD 88     -       403.59   (meters)    1324.1    (feet)  GPS OBS   
 MK2071  ___________________________________________________________________
 MK2071  X           -    -556,047.686 (meters)                     COMP
 MK2071  Y           -  -4,788,326.930 (meters)                     COMP
 MK2071  Z           -   4,163,097.751 (meters)                     COMP
 MK2071  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 MK2071  ELLIP HEIGHT-         377.29  (meters)          (03/30/05) GPS OBS
 MK2071  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 MK2071
 MK2071  HORZ ORDER  -  FIRST
 MK2071  ELLP ORDER  -  THIRD     CLASS I
 MK2071
 MK2071.The horizontal coordinates were established by GPS observations
 MK2071.and adjusted by the National Geodetic Survey in March 2005..
 MK2071
 MK2071.The orthometric height was determined by GPS observations and a
 MK2071.high-resolution geoid model using precise GPS observation and
 MK2071.processing techniques.
 MK2071
 MK2071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2071
 MK2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2071
 MK2071.The ellipsoidal height was determined by GPS observations
 MK2071.and is referenced to NAD 83.
 MK2071
 MK2071.The geoid height was determined by GEOID03.
 MK2071
 MK2071;                    North         East     Units Scale Factor Converg.
 MK2071;SPC NE       -   135,639.802   783,873.394   MT  0.99969654   +2 14 14.5
 MK2071;UTM  14      - 4,542,042.252   699,831.151   MT  1.00009150   +1 33 34.5
 MK2071
 MK2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2071!SPC NE       -   0.99994082  x   0.99969654  =   0.99963738
 MK2071!UTM  14      -   0.99994082  x   1.00009150  =   1.00003232
 MK2071
 MK2071|---------------------------------------------------------------------|
 MK2071| PID    Reference Object                     Distance      Geod. Az  |
 MK2071|                                                           dddmmss.s |
 MK2071| CL8034 OLSON RM 1                           25.568 METERS 09116     |
 MK2071| LG1135 REBAR 361                           APPROX. 3.0 KM 2011812.3 |
 MK2071| CL8035 OLSON RM 2                           20.500 METERS 26701     |
 MK2071|---------------------------------------------------------------------|
 MK2071
 MK2071                          SUPERSEDED SURVEY CONTROL
 MK2071
 MK2071  NAD 83(1995)-  41 00 18.34178(N)    096 37 25.83549(W) AD(       ) 2
 MK2071  NAD 83(1986)-  41 00 18.35315(N)    096 37 25.83792(W) AD(       ) 2
 MK2071  NAD 27      -  41 00 18.33628(N)    096 37 24.76165(W) AD(       ) 2
 MK2071
 MK2071.Superseded values are not recommended for survey control.
 MK2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2071.See file dsdata.txt to determine how the superseded data were derived.
 MK2071
 MK2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9983142042(NAD 83)
 MK2071_MARKER: DD = SURVEY DISK
 MK2071_SETTING: 0 = UNSPECIFIED SETTING
 MK2071_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2071+SATELLITE: SATELLITE OBSERVATIONS - 2002
 MK2071
 MK2071  HISTORY     - Date     Condition        Report By
 MK2071  HISTORY     - 1967     MONUMENTED       USGS
 MK2071  HISTORY     - 1981     GOOD             LOCENG
 MK2071  HISTORY     - 2002     GOOD             NEDR
 MK2071
 MK2071                          STATION DESCRIPTION
 MK2071
 MK2071'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2071'THE STATION IS LOCATED ABOUT 14.0 MI. S. AND 1.0 MI E. OF WAHOO,
 MK2071'T. 12 N., R. 7 E., NEAR THE QUARTER COR. BETWEEN SECS. 15 AND
 MK2071'16, 5 FT N. FENCE, 409 FT W. CENTER FIELD RD. W.
 MK2071'
 MK2071'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2071'6TH ST. FOR 0.2 MI TO HWYS. 30A, 77, AND 92, TURN LEFT (S.) AND
 MK2071'GO 0.5 MI TO HWY. JCT., CONTINUE STRAIGHT AHEAD (S.) ON HWY. 77
 MK2071'FOR 13.55 MI TO CROSSROADS, TURN LEFT (E.) AND GO 1.0 MI TO
 MK2071'CROSSROADS, TURN RIGHT (S.) AND GO 0.8 MI TO A FIELD ENTRANCE W.,
 MK2071'TURN RIGHT (W.) AND GO ALONG FIELD RD. TO TOP OF RISE AND
 MK2071'STATION ON LEFT (S.)
 MK2071'
 MK2071'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED ON
 MK2071'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES 12
 MK2071'IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2071'
 MK2071'THE STATION MARK IS STAMPED ET OLSON 1967.
 MK2071'
 MK2071'REFERENCE MARK 1 IS E. OF THE STATION, 5 FT N. OF FENCE, 326
 MK2071'FT W. OF CENTER OF FIELD RD. W..  STAMPED OLSON NO 1 1967.
 MK2071'
 MK2071'REFERENCE MARK 2 IS W. OF THE STATION, 1 FT N. OF FENCE, 476 FT
 MK2071'W. OF CENTER OF FIELD RD W..  STAMPED OLSON NO 2 1967.
 MK2071'
 MK2071'AZIMUTH MARK - NONE SET.
 MK2071'
 MK2071'REFERENCE AZIMUTH TO CHURCH SPIRE IN DAVEY.
 MK2071
 MK2071                          STATION RECOVERY (1981)
 MK2071
 MK2071'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 MK2071'ET OLSON 1967 RECOVERED GOOD.
 MK2071'
 MK2071'OLSON NO. 1 1967 RECOVERED GOOD.
 MK2071'
 MK2071'OLSON NO. 2 1967 RECOVERED GOOD.
 MK2071'
 MK2071'DESCRIPTION ADEQUATE.
 MK2071'
 MK2071'DISTANCE AND DIRECTION FROM NEAREST TOWN--14.0 MI S. AND 1.0 MI E
 MK2071'OF WAHOO.
 MK2071
 MK2071                          STATION RECOVERY (2002)
 MK2071
 MK2071'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MK2071'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB7839 ***********************************************************************
 AB7839  DESIGNATION -  OMA ARP
 AB7839  PID         -  AB7839
 AB7839  STATE/COUNTY-  NE/DOUGLAS
 AB7839  USGS QUAD   -  OMAHA NORTH (1994)
 AB7839
 AB7839                         *CURRENT SURVEY CONTROL
 AB7839  ___________________________________________________________________
 AB7839* NAD 83(1995)-  41 17 59.14542(N)    095 53 36.29345(W)     ADJUSTED  
 AB7839* NAVD 88     -       297.3    (meters)     975.     (feet)  GPS OBS   
 AB7839  ___________________________________________________________________
 AB7839  X           -    -492,741.160 (meters)                     COMP
 AB7839  Y           -  -4,773,523.294 (meters)                     COMP
 AB7839  Z           -   4,187,668.623 (meters)                     COMP
 AB7839  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AB7839  ELLIP HEIGHT-         269.51  (meters)          (12/12/01) GPS OBS
 AB7839  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AB7839
 AB7839  HORZ ORDER  -  THIRD
 AB7839  ELLP ORDER  -  FOURTH    CLASS I
 AB7839
 AB7839.This mark is at Eppley Airfield Airport (OMA)
 AB7839
 AB7839.The horizontal coordinates were established by GPS observations
 AB7839.and adjusted by the National Geodetic Survey in September 1997..
 AB7839
 AB7839.The orthometric height was determined by GPS observations and a
 AB7839.high-resolution geoid model.
 AB7839
 AB7839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7839
 AB7839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7839
 AB7839.The ellipsoidal height was determined by GPS observations
 AB7839.and is referenced to NAD 83.
 AB7839
 AB7839.The geoid height was determined by GEOID03.
 AB7839
 AB7839;                    North         East     Units Scale Factor Converg.
 AB7839;SPC NE       -   170,974.782   843,693.731   MT  0.99966503   +2 43 17.1
 AB7839;UTM  15      - 4,576,073.292   257,751.750   MT  1.00032228   -1 54 38.1
 AB7839
 AB7839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7839!SPC NE       -   0.99995773  x   0.99966503  =   0.99962277
 AB7839!UTM  15      -   0.99995773  x   1.00032228  =   1.00027999
 AB7839
 AB7839                          SUPERSEDED SURVEY CONTROL
 AB7839
 AB7839  ELLIP H (09/24/97)  269.57   (m)                       GP(       ) 4 1
 AB7839
 AB7839.Superseded values are not recommended for survey control.
 AB7839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7839.See file dsdata.txt to determine how the superseded data were derived.
 AB7839
 AB7839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5775276073(NAD 83)
 AB7839_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB7839_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB7839_SP_SET: STORM CATCHBASIN
 AB7839_STAMPING: ARP 1953
 AB7839_MARK LOGO: CGS   
 AB7839_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7839+STABILITY: SURFACE MOTION
 AB7839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7839+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1997
 AB7839
 AB7839  HISTORY     - Date     Condition        Report By
 AB7839  HISTORY     - 1953     MONUMENTED       CGS
 AB7839  HISTORY     - 19880615 GOOD             NGS
 AB7839  HISTORY     - 19970815 GOOD             NGS
 AB7839
 AB7839                          STATION DESCRIPTION
 AB7839
 AB7839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AB7839'AT EPPLEY AIRFIELD IN THE TRIANGLE GRASS AREA FORMED BY THE
 AB7839'INTERSECTIONS OF RWYS 14R-32L, 17-35 AND AN EAST-WEST TAXIWAY, 82 FT
 AB7839'(25.0 M) SW OF THE SW EDGE OF RUNWAY 14R-32L AND CEMENTED INTO A DRILL
 AB7839'HOLE IN THE WEST CORNER OF THE SE 1 OF 2 CONCRETE DRAIN FOUNDATIONS.
 AB7839'THE MARK IS A STANDARD TOPO DISK STAMPED, ARP 1953.
 AB7839
 AB7839                          STATION RECOVERY (1997)
 AB7839
 AB7839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB7839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15AUG1997 (WCW) .  THE
 AB7839'STATION IS LOCATED AT EPPLEY AIRFIELD NEAR MIDFIELD, SOUTH-SOUTHEAST
 AB7839'FROM THE JUNCTION OF RUNWAYS 18-36 AND 14R-32L.  OWNERSHIP--OMAHA
 AB7839'AIRPORT AUTHORITY, BOX 19103, OMAHA NE 68119.  AIRPORT MANAGER IS
 AB7839'DONALD SMITHEY PHONE (402) 422-6800.  CONTACT THE DIRECTOR OF AIRPORT
 AB7839'OPERATIONS OR THE PLANNING DIRECTOR SEVEN DAYS IN ADVANCE FOR
 AB7839'PERMISSION TO OCCUPY THIS STATION, PHONE (402) 422-6800. TO REACH THE
 AB7839'STATION FROM THE JUNCTION OF COMBINED US HIGHWAY 75 AND INTERSTATE
 AB7839'HIGHWAY 480 WITH INTERSTATE HIGHWAY 80 (EXIT 452) GO NORTH ON US
 AB7839'HIGHWAY 75 FOR 8.2 KM (5.10 MI) TO THE STORZ EXPRESSWAY, EXITING TO
 AB7839'THE LEFT FROM INTERSTATE 480 AT 3.7 KM (2.30 MI) .  EXIT TO THE RIGHT
 AB7839'AND GO EASTERLY ON STORZ EXPRESSWAY FOR 4.0 KM (2.50 MI) TO ITS MERGE
 AB7839'WITH ABBOTT DRIVE.  GO SOUTHEASTERLY ON ABBOT DRIVE FOR 2.3 KM (1.40
 AB7839'MI) TO PRATT COURT AND LONG TERM PARKING ON LEFT.  TURN LEFT AND GO
 AB7839'EAST FOR 0.2 KM (0.10 MI) BEARING RIGHT TO GATE H AND AIRPORT
 AB7839'MAINTAINANCE ON RIGHT.  CONTACT ESCORT AT THIS GATE.  PASS THROUGH THE
 AB7839'GATE AND CONTINUE EAST FOR 0.15 KM (0.10 MI) TO A CHAIN LINK FENCE
 AB7839'CORNER AND A SERVICE ROAD ON LEFT.  TURN LEFT AND GO NORTHERLY FOR
 AB7839'0.55 KM (0.35 MI) TO A RAMP AREA AND A CONNECTOR TAXIWAY ON RIGHT.
 AB7839'TURN RIGHT AND GO EAST ON TAXIWAY D FOR 0.6 KM (0.35 MI) CROSSING
 AB7839'RUNWAY 18-36 TO RUNWAY 14L-32R.  TURN LEFT AND GO NORTHWEST ON RUNWAY
 AB7839'14L-32L FOR 0.3 KM (0.20 MI) TO THE MARK ON LEFT. THE MARK IS A CGS
 AB7839'TOPOGRAPHIC STATION DISK IN THE WEST CORNER OF A 1.5 M (4.9 FT) SQUARE
 AB7839'CONCRETE CATCHBASIN WITH 0.9 M (3.0 FT) DIA ROUND CASTING THAT IS 1.4
 AB7839'M (4.6 FT) DEEP TO INVERT.  THE STATION IS LOCATED 76.2 M (250.0 FT)
 AB7839'SOUTHEAST FROM THE SOUTH FOUNDATION CORNER OF RUNWAY SIGN --36-18--
 AB7839'ALONG RUNWAY 14R-32L, 25 M (82.0 FT) SOUTHWEST FROM THE SOUTHWEST EDGE
 AB7839'OF RUNWAY 14R-32L, 22.3 M (73.2 FT) SOUTHWEST FROM THE THIRD RUNWAY
 AB7839'LIGHT SOUTHEAST FROM RUNWAY 18-36 ON THE SOUTHWEST SIDE OF RUNWAY
 AB7839'14R-32L.  THE MARK IS SET FLUSH IN THE CONCRETE CATCHBASIN. NOTE--THIS
 AB7839'STATION IS SUBJECT TO DESTRUCTION IN 1998 WHEN PARALLEL TAXIWAY A IS
 AB7839'EXTENDED FROM TAXIWAY J TO APPROACH 32L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1362 ***********************************************************************
 MJ1362  SACS        -  This is a Secondary Airport Control Station.
 MJ1362  DESIGNATION -  OMA C
 MJ1362  PID         -  MJ1362
 MJ1362  STATE/COUNTY-  NE/DOUGLAS
 MJ1362  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1362
 MJ1362                         *CURRENT SURVEY CONTROL
 MJ1362  ___________________________________________________________________
 MJ1362* NAD 83(1995)-  41 18 38.13200(N)    095 54 19.83734(W)     ADJUSTED  
 MJ1362* NAVD 88     -       299.287  (meters)     981.91   (feet)  ADJUSTED  
 MJ1362  ___________________________________________________________________
 MJ1362  X           -    -493,667.341 (meters)                     COMP
 MJ1362  Y           -  -4,772,630.945 (meters)                     COMP
 MJ1362  Z           -   4,188,573.474 (meters)                     COMP
 MJ1362  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MJ1362  ELLIP HEIGHT-         271.50  (meters)          (12/12/01) GPS OBS
 MJ1362  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 MJ1362  DYNAMIC HT  -         299.161 (meters)     981.50  (feet)  COMP
 MJ1362  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 MJ1362
 MJ1362  HORZ ORDER  -  FIRST
 MJ1362  VERT ORDER  -  FIRST     CLASS II
 MJ1362  ELLP ORDER  -  FOURTH    CLASS I
 MJ1362
 MJ1362.This mark is at Eppley Airfield Airport (OMA)
 MJ1362
 MJ1362.The horizontal coordinates were established by GPS observations
 MJ1362.and adjusted by the National Geodetic Survey in August 1997..
 MJ1362
 MJ1362.The orthometric height was determined by differential leveling
 MJ1362.and adjusted by the National Geodetic Survey in June 1991..
 MJ1362
 MJ1362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1362
 MJ1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1362
 MJ1362.The ellipsoidal height was determined by GPS observations
 MJ1362.and is referenced to NAD 83.
 MJ1362
 MJ1362.The geoid height was determined by GEOID03.
 MJ1362
 MJ1362.The dynamic height is computed by dividing the NAVD 88
 MJ1362.geopotential number by the normal gravity value computed on the
 MJ1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1362.degrees latitude (g = 980.6199 gals.).
 MJ1362
 MJ1362.The modeled gravity was interpolated from observed gravity values.
 MJ1362
 MJ1362;                    North         East     Units Scale Factor Converg.
 MJ1362;SPC NE       -   172,127.753   842,625.256   MT  0.99966437   +2 42 48.3
 MJ1362;SPC IA S     -   148,324.870   298,600.691   MT  0.99995020   -1 35 04.2
 MJ1362;UTM  15      - 4,577,309.602   256,779.236   MT  1.00032809   -1 55 08.3
 MJ1362
 MJ1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1362!SPC NE       -   0.99995742  x   0.99966437  =   0.99962180
 MJ1362!SPC IA S     -   0.99995742  x   0.99995020  =   0.99990762
 MJ1362!UTM  15      -   0.99995742  x   1.00032809  =   1.00028549
 MJ1362
 MJ1362                          SUPERSEDED SURVEY CONTROL
 MJ1362
 MJ1362  ELLIP H (08/18/97)  271.62   (m)                       GP(       ) 4 1
 MJ1362  NAD 83(1986)-  41 18 38.13995(N)    095 54 19.84042(W) AD(       ) 1
 MJ1362  NAVD 88 (09/24/97)  299.29   (m)          981.9    (f) LEVELING    3  
 MJ1362  NGVD 29 (02/23/90)  299.4    (m)          982.     (f) GPS OBS        
 MJ1362
 MJ1362.Superseded values are not recommended for survey control.
 MJ1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1362.See file dsdata.txt to determine how the superseded data were derived.
 MJ1362
 MJ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5677977310(NAD 83)
 MJ1362_MARKER: DD = SURVEY DISK
 MJ1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1362_SP_SET: CONCRETE POST
 MJ1362_STAMPING: OMA C 1980
 MJ1362_MARK LOGO: NOS   
 MJ1362_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1362+STABILITY: SURFACE MOTION
 MJ1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1362+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1997
 MJ1362
 MJ1362  HISTORY     - Date     Condition        Report By
 MJ1362  HISTORY     - 1980     MONUMENTED       NOS
 MJ1362  HISTORY     - 19880615 GOOD             NGS
 MJ1362  HISTORY     - 19890320 GOOD             NGS
 MJ1362  HISTORY     - 19890823 GOOD             NGS
 MJ1362  HISTORY     - 19950523 GOOD             NGS
 MJ1362  HISTORY     - 19970815 GOOD             NGS
 MJ1362
 MJ1362                          STATION DESCRIPTION
 MJ1362
 MJ1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MJ1362'STATION IS LOCATED AT THE EPPLEY AIRFIELD NEAR RUNWAY END 14R.  THE
 MJ1362'STATION IS SET BETWEEN THE PARALLEL TAXIWAYS AND IS 125.2 FT (38.2 M)
 MJ1362'SOUTHEAST OF THE SOUTHEAST EDGE OF THE CONNECTING TAXIWAY TO THE
 MJ1362'RUNWAY END, 124.5 FT (37.9 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 MJ1362'EASTERLY TAXIWAY AND 86.5 FT (26.4 M) NORTHEAST OF THE NORTHEAST EDGE
 MJ1362'OF THE WESTERLY TAXIWAY.  THE STATION IS A STANDARD NOS DISK STAMPED
 MJ1362'OMA C 1980 SET IN A 8 INCH POST AND IS 0.2 FT (6.1 CM) BELOW THE
 MJ1362'SURFACE.
 MJ1362
 MJ1362                          STATION RECOVERY (1989)
 MJ1362
 MJ1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ1362'THE STATION IS LOCATED IN EAST OMAHA AT EPPLEY AIRFIELD AND NORTHWEST
 MJ1362'OF THE TERMINAL BUILDING.  OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX
 MJ1362'19103, OMAHA, NE 68119.  AIRPORT MANAGER IS RONALD B. GREAR, TELEPHONE
 MJ1362'402-422-6800.  THE AIRFIELD IS A RESTRICTED AREA.  ADVANCE NOTICE IS
 MJ1362'REQUIRED TO OCCUPY THE STATION.  CONTACT JOHN WOODS (AIRPORT SECURITY)
 MJ1362'FOR ARRANGING ESCORTS, TELEPHONE 402-422-6808.
 MJ1362'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 680 AND
 MJ1362'30TH STREET (EXIT 13), FIRST EXIT WEST OF THE MISSOURI RIVER ON THE
 MJ1362'NORTH SIDE OF OMAHA, GO SOUTH ON 30TH STREET FOR 0.16 KM (0.10 MI) TO
 MJ1362'A CROSS STREET.  TURN LEFT AND GO EAST ON MCKINLEY STREET FOR 0.48 KM
 MJ1362'(0.30 MI) TO A T-ROAD AT THE RIVER.  TURN RIGHT AND GO SOUTH ON J. J.
 MJ1362'PERSHING DRIVE THEN BEARING LEFT BEFORE CROSSING THE CHICAGO AND
 MJ1362'NORTHWESTERN RAILROAD TRACK THEN GO EAST FOR 3.94 KM (2.45 MI) TO THE
 MJ1362'JUNCTION WITH 16TH STREET.  CONTINUE EAST ON J. J. PERSHING DRIVE
 MJ1362'WHICH BECOMES A FOUR LANE ROAD AND ABBOTT DRIVE FOR 2.98 KM (1.85 MI)
 MJ1362'TO THE JUNCTION WITH FORT STREET (AIRPORT CARGO ENTRANCE).  CONTINUE
 MJ1362'SOUTHERLY ON ABBOTT DRIVE FOR 1.93 KM (1.20 MI) TO A ROAD LEFT LEADING
 MJ1362'TO A SHUTTLE PARKING LOT AND GATE H.  TURN LEFT AND GO EAST FOR 0.24
 MJ1362'KM (0.15 MI) TO A GATE AT A LARGE YELLOW MAINTENANCE BUILDING.  PARK
 MJ1362'AND MEET THE AIRPORT SECURITY ESCORTS.
 MJ1362'THE STATION MARK IS SET IN THE GRASS MEDIAN SEPARATING TAXIWAYS G-2
 MJ1362'AND A-2, 51.7 M (169.6 FT) SOUTHEAST OF THE CENTERLINE OF A TAXIWAY
 MJ1362'APPROACH TO RUNWAY END 14R, 38.4 M (126.0 FT) NORTHEAST OF THE CENTER
 MJ1362'OF TAXIWAY G-2, 33.2 M (108.9 FT) EAST SOUTH-EAST OF THE CURVED EDGE
 MJ1362'OF TAXIWAY G-2, 24.5 M (80.4 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST EDGE
 MJ1362'OF AN ABANDONED SIGN BASE, 12.1 M (39.7 FT) SOUTHEAST OF THE CENTER OF
 MJ1362'A DRAIN, AND 5 CM BELOW THE SURFACE.
 MJ1362'DESCRIBED BY R.D.BALL.
 MJ1362
 MJ1362                          STATION RECOVERY (1989)
 MJ1362
 MJ1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ1362'THE STATION IS LOCATED IN EAST OMAHA AT EPPLEY AIRFIELD AND NORTHWEST
 MJ1362'OF THE TERMINAL BUILDING.  OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX
 MJ1362'19103, OMAHA, NE 68119.  AIRPORT MANAGER IS RONALD B. GREAR,
 MJ1362'TELEPHONE 402-422-6800.  THE AIRFIELD IS A RESTRICTED AREA.  ADVANCE
 MJ1362'NOTICE IS REQUIRED TO OCCUPY THE STATION.  CONTACT JOHN WOODS
 MJ1362'(AIRPORT SECURITY) FOR ARRANGING ESCORTS, TELEPHONE 402-422-6808.  TO
 MJ1362'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 680 AND
 MJ1362'30TH STREET (EXIT 13), FIRST EXIT WEST OF THE MISSOURI RIVER ON THE
 MJ1362'NORTH SIDE OF OMAHA, GO SOUTH ON 30TH STREET FOR 0.16 KM (0.10 MI) TO
 MJ1362'A CROSS STREET.  TURN LEFT AND GO EAST ON MCKINLEY STREET FOR 0.48 KM
 MJ1362'(0.30 MI) TO A T-ROAD AT THE RIVER.  TURN RIGHT AND GO SOUTH ON J.
 MJ1362'J. PERSHING DRIVE THEN BEARING LEFT BEFORE CROSSING THE CHICAGO AND
 MJ1362'NORTHWESTERN RAILROAD TRACK THEN GO EAST FOR 3.94 KM (2.45 MI) TO THE
 MJ1362'JUNCTION WITH 16TH STREET.  CONTINUE EAST ON J. J.  PERSHING DRIVE
 MJ1362'WHICH BECOMES A FOUR LANE ROAD AND ABBOTT DRIVE FOR 2.98 KM (1.85 MI)
 MJ1362'TO THE JUNCTION WITH FORT STREET (AIRPORT CARGO ENTRANCE).  CONTINUE
 MJ1362'SOUTHERLY ON ABBOTT DRIVE FOR 1.93 KM (1.20 MI) TO A ROAD LEFT
 MJ1362'LEADING TO A SHUTTLE PARKING LOT AND GATE H. TURN LEFT AND GO EAST
 MJ1362'FOR 0.24 KM (0.15 MI) TO A GATE AT A LARGE YELLOW MAINTENANCE
 MJ1362'BUILDING.  PARK AND MEET THE AIRPORT SECURITY ESCORTS.  THE STATION
 MJ1362'MARK IS SET IN THE GRASS MEDIAN SEPARATING TAXIWAYS G-2 AND A-2, 51.7
 MJ1362'M (169.6 FT) SOUTHEAST OF THE CENTERLINE OF A TAXIWAY APPROACH TO
 MJ1362'RUNWAY END 14R, 38.4 M (126.0 FT) NORTHEAST OF THE CENTER OF TAXIWAY
 MJ1362'G-2, 33.2 M (108.9 FT) EAST SOUTH-EAST OF THE CURVED EDGE OF TAXIWAY
 MJ1362'G-2, 24.5 M (80.4 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST EDGE OF AN
 MJ1362'ABANDONED SIGN BASE, 12.1 M (39.7 FT) SOUTHEAST OF THE CENTER OF A
 MJ1362'DRAIN, AND 5 CM BELOW THE SURFACE.  DESCRIBED BY R.D.BALL.
 MJ1362
 MJ1362                          STATION RECOVERY (1995)
 MJ1362
 MJ1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MJ1362'THE STATION IS LOCATED IN EAST OMAHA, AT EPPLEY AIRFIELD, NEAR THE
 MJ1362'NORTHWEST END OF A GRASS AREA FORMED BY THE PARALLEL TAXIWAYS (G AND
 MJ1362'A), NEAR THE APPROACH END OF RUNWAY 14 RIGHT.  OWNERSHIP--OMAHA
 MJ1362'AIRPORT AUTHORITY, BOX 19103, OMAHA NE 68119.  AIRPORT MANAGER IS
 MJ1362'DONALD SMITHEY, PHONE (402) 422-6800.  CONTACT RALPH HOLTMAN, AIRPORT
 MJ1362'PLANNING AT PHONE (402) 422-6810 FOR ACCESS TO STATION.  TO REACH THE
 MJ1362'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 80 AND 480 IN SOUTH
 MJ1362'OMAHA, GO NORTH ON INTERSTATE HIGHWAY 480 FOR 2.3 MI (3.7 KM) TO THE
 MJ1362'JUNCTION OF U.S. HIGHWAY 75 NORTH (EXIT 2C), EXIT ONTO U.S. HIGHWAY 75
 MJ1362'AND GO NORTH FOR 2.8 MI (4.5 KM) TO THE JUNCTION OF THE STORZ
 MJ1362'EXPRESSWAY, EXIT ONTO THE STORZ EXPRESSWAY AND GO EASTERLY FOR 2.25 MI
 MJ1362'(3.62 KM) TO AN INTERSECTION (LINDBURG DRIVE), CONTINUE AHEAD AND GO
 MJ1362'EAST THEN SOUTHEAST ON STORZ EXPRESSWAY (BECOMES ABBOTT DRIVE) FOR
 MJ1362'0.55 MI (0.89 KM) TO AN INTERSECTION (EAST FORT STREET), CONTINUE
 MJ1362'AHEAD AND GO SOUTHERLY FOR 1.2 MI (1.9 KM) ON ABBOTT DRIVE TO A PAVED
 MJ1362'ROAD LEFT, TURN LEFT AND GO EAST ON PRATT CT FOR 0.15 MI (0.24 KM) TO
 MJ1362'GATE H AHEAD AND AIRPORT MAINTENANCE ON THE RIGHT, PASS THROUGH GATE,
 MJ1362'CONTINUE AHEAD AND GO EAST ON THE PAVEMENT ALONG THE SOUTH SIDE OF A
 MJ1362'FENCE LINE FOR 0.1 MI (0.2 KM) TO A FENCE CORNER AND A PAVED SERVICE
 MJ1362'ROAD LEFT, TURN LEFT AND GO NORTH ON THE SERVICE ROAD FOR 0.2 MI (0.3
 MJ1362'KM) TO THE APRON AHEAD AND A TAXIWAY REVERSE FORK RIGHT (E), CONTINUE
 MJ1362'AHEAD AND GO NORTH ON THE APRON FOR 0.4 MI (0.6 KM) TO THE MOST
 MJ1362'SOUTHWEST OF TWO PARALLEL TAXIWAYS TO THE LEFT, BEAR LEFT AND GO
 MJ1362'NORTHEAST ON THE PARALLEL TAXIWAY (G) FOR 0.8 MI (1.3 KM) TO THE
 MJ1362'STATION ON THE RIGHT.  THE STATION IS RECESSED 6 CM BELOW GROUND.
 MJ1362'LOCATED 125.2 FT (38.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 MJ1362'CONNECTOR TAXIWAY, 124.5 FT (37.9 M) SOUTHWEST OF THE SOUTHWEST EDGE
 MJ1362'OF THE EASTERLY TAXIWAY (A), 86.5 FT (26.4 M) NORTHEAST OF THE
 MJ1362'NORTHEAST EDGE OF THE WESTERLY TAXIWAY (G) AND 37.5 FT (11.4 M)
 MJ1362'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A 4.5 FT (1.4 M) SQUARE
 MJ1362'CONCRETE PAD FOR A ROUND STORM SEWER GRATE.  THIS STATION TO BE USED
 MJ1362'AS SACS.
 MJ1362
 MJ1362                          STATION RECOVERY (1997)
 MJ1362
 MJ1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MJ1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15AUG1997 (WCW) .  RECOVERED
 MJ1362'AS DESCRIBED WITH NOTES.  CONTACT SEVEN DAYS IN ADVANCE FOR PERMISSION
 MJ1362'TO OCCUPY THIS STATION.  THIS STATION IS DESIGNATED A SECONDARY
 MJ1362'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1363 ***********************************************************************
 MJ1363  SACS        -  This is a Secondary Airport Control Station.
 MJ1363  DESIGNATION -  OMA D
 MJ1363  PID         -  MJ1363
 MJ1363  STATE/COUNTY-  NE/DOUGLAS
 MJ1363  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1363
 MJ1363                         *CURRENT SURVEY CONTROL
 MJ1363  ___________________________________________________________________
 MJ1363* NAD 83(1995)-  41 17 34.15477(N)    095 53 14.15441(W)     ADJUSTED  
 MJ1363* NAVD 88     -       297.772  (meters)     976.94   (feet)  ADJUSTED  
 MJ1363  ___________________________________________________________________
 MJ1363  X           -    -492,281.033 (meters)                     COMP
 MJ1363  Y           -  -4,774,082.700 (meters)                     COMP
 MJ1363  Z           -   4,187,089.734 (meters)                     COMP
 MJ1363  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MJ1363  ELLIP HEIGHT-         270.06  (meters)          (12/12/01) GPS OBS
 MJ1363  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 MJ1363  DYNAMIC HT  -         297.648 (meters)     976.53  (feet)  COMP
 MJ1363  MODELED GRAV-     980,197.9   (mgal)                       NAVD 88
 MJ1363
 MJ1363  HORZ ORDER  -  FIRST
 MJ1363  VERT ORDER  -  FIRST     CLASS II
 MJ1363  ELLP ORDER  -  FOURTH    CLASS I
 MJ1363
 MJ1363.This mark is at Eppley Airfield Airport (OMA)
 MJ1363
 MJ1363.The horizontal coordinates were established by GPS observations
 MJ1363.and adjusted by the National Geodetic Survey in August 1997..
 MJ1363
 MJ1363.The orthometric height was determined by differential leveling
 MJ1363.and adjusted by the National Geodetic Survey in June 1991..
 MJ1363
 MJ1363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1363
 MJ1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1363
 MJ1363.The ellipsoidal height was determined by GPS observations
 MJ1363.and is referenced to NAD 83.
 MJ1363
 MJ1363.The geoid height was determined by GEOID03.
 MJ1363
 MJ1363.The dynamic height is computed by dividing the NAVD 88
 MJ1363.geopotential number by the normal gravity value computed on the
 MJ1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1363.degrees latitude (g = 980.6199 gals.).
 MJ1363
 MJ1363.The modeled gravity was interpolated from observed gravity values.
 MJ1363
 MJ1363;                    North         East     Units Scale Factor Converg.
 MJ1363;SPC NE       -   170,229.418   844,244.682   MT  0.99966547   +2 43 31.8
 MJ1363;SPC IA S     -   146,309.935   300,073.716   MT  0.99994965   -1 34 21.0
 MJ1363;UTM  15      - 4,575,285.355   258,241.032   MT  1.00031937   -1 54 22.5
 MJ1363
 MJ1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1363!SPC NE       -   0.99995764  x   0.99966547  =   0.99962313
 MJ1363!SPC IA S     -   0.99995764  x   0.99994965  =   0.99990729
 MJ1363!UTM  15      -   0.99995764  x   1.00031937  =   1.00027700
 MJ1363
 MJ1363                          SUPERSEDED SURVEY CONTROL
 MJ1363
 MJ1363  ELLIP H (08/18/97)  270.17   (m)                       GP(       ) 4 1
 MJ1363  NAD 83(1986)-  41 17 34.16272(N)    095 53 14.15748(W) AD(       ) 1
 MJ1363  NAVD 88 (09/24/97)  297.77   (m)          976.9    (f) LEVELING    3  
 MJ1363  NGVD 29 (02/23/90)  298.0    (m)          978.     (f) GPS OBS        
 MJ1363
 MJ1363.Superseded values are not recommended for survey control.
 MJ1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1363.See file dsdata.txt to determine how the superseded data were derived.
 MJ1363
 MJ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5824175285(NAD 83)
 MJ1363_MARKER: DD = SURVEY DISK
 MJ1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1363_SP_SET: CONCRETE POST
 MJ1363_STAMPING: OMA D 1980
 MJ1363_MARK LOGO: NOS   
 MJ1363_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1363+STABILITY: SURFACE MOTION
 MJ1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1363+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1997
 MJ1363
 MJ1363  HISTORY     - Date     Condition        Report By
 MJ1363  HISTORY     - 1980     MONUMENTED       NOS
 MJ1363  HISTORY     - 19880615 GOOD             NGS
 MJ1363  HISTORY     - 19890309 GOOD             NGS
 MJ1363  HISTORY     - 19890823 GOOD             NGS
 MJ1363  HISTORY     - 19950523 GOOD             NGS
 MJ1363  HISTORY     - 19970815 GOOD             NGS
 MJ1363
 MJ1363                          STATION DESCRIPTION
 MJ1363
 MJ1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MJ1363'STATION IS LOCATED AT THE EPPLEY AIRFIELD NEAR RUNWAY END 32L.  IT IS
 MJ1363'181.2 FT (55.2 M) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 14R-32L,
 MJ1363'74.3 FT (22.6 M) NORTHWEST OF THE NORTHWEST CORNER OF A CAT II SIGN
 MJ1363'AND 97.1 FT (29.6 M) NORTH OF THE NORTH EDGE OF A TAXIWAY.  THE
 MJ1363'STATION IS A STANDARD NOS DISK SET IN THE TOP OF A 8 INCH CONCRETE
 MJ1363'POST WHICH IS FLUSH WITH THE GROUND.
 MJ1363
 MJ1363                          STATION RECOVERY (1989)
 MJ1363
 MJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ1363'RECOVERED IN GOOD CONDITION.
 MJ1363
 MJ1363                          STATION RECOVERY (1989)
 MJ1363
 MJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ1363'THE STATION IS LOCATED IN EAST OMAHA AT EPPLEY AIRFIELD, NEAR THE
 MJ1363'JUNCTION OF TAXIWAY E-2 AND RUNWAY END 32L.  OWNERSHIP--OMAHA AIRPORT
 MJ1363'AUTHORITY, BOX 19103, OMAHA, NE 68119.  AIRPORT MANAGER IS RONALD B.
 MJ1363'GREAR, TELEPHONE 402-422-6800.  THE AIRFIELD IS A RESTRICTED AREA.
 MJ1363'ADVANCE NOTICE IS REQUIRED TO OCCUPY THE STATION.  CONTACT JOHN WOODS
 MJ1363'(AIRPORT SECURITY) FOR ARRANGING ESCORTS, TELEPHONE 402-422-6808.  TO
 MJ1363'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 680 AND
 MJ1363'30TH STREET (EXIT 13), FIRST EXIT WEST OF THE MISSOURI RIVER ON THE
 MJ1363'NORTH SIDE OF OMAHA, GO SOUTH ON 30TH STREET FOR 0.16 KM (0.10 MI) TO
 MJ1363'A CROSS STREET.  TURN LEFT AND GO EAST ON MCKINLEY STREET FOR 0.48 KM
 MJ1363'(0.30 MI) TO A T-ROAD AT THE RIVER.  TURN RIGHT AND GO SOUTH ON J.
 MJ1363'J. PERSHING DRIVE THEN BEARING LEFT BEFORE CROSSING THE CHICAGO AND
 MJ1363'NORTHWESTERN RAILROAD TRACK THEN GO EAST FOR 3.94 KM (2.45 MI) TO THE
 MJ1363'JUNCTION WITH 16TH STREET.  CONTINUE EAST ON J. J.  PERSHING DRIVE
 MJ1363'WHICH BECOMES A FOUR LANE ROAD AND ABBOTT DRIVE FOR 2.98 KM (1.85 MI)
 MJ1363'TO THE JUNCTION WITH FORT STREET (AIRPORT CARGO ENTRANCE).  CONTINUE
 MJ1363'SOUTHERLY ON ABBOTT DRIVE FOR 1.93 KM (1.20 MI) TO A ROAD LEFT
 MJ1363'LEADING TO A SHUTTLE PARKING LOT AND GATE H. TURN LEFT AND GO EAST
 MJ1363'FOR 0.24 KM (0.15 MI) TO A GATE AT A LARGE YELLOW MAINTENANCE
 MJ1363'BUILDING.  PARK AND MEET THE AIRPORT SECURITY ESCORTS.  THE STATION
 MJ1363'MARK IS SET 54.7 M (179.5 FT) WEST SOUTH-WEST OF THE WEST EDGE OF
 MJ1363'RUNWAY 32L, 29.6 M (97.1 FT) NORTH OF THE NORTH EDGE OF TAXIWAY E-2,
 MJ1363'27.5 M (90.2 FT) NORTH-NORTHEAST OF A TAXIWAY LIGHT, 31.2 M (102.4
 MJ1363'FT) NORTHWEST OF THE NORTH EDGE OF RUNWAY SIGN 32L, AND 5 CM BELOW
 MJ1363'THE SURFACE.  DESCRIBED BY R.D.BALL.
 MJ1363
 MJ1363                          STATION RECOVERY (1995)
 MJ1363
 MJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MJ1363'THE STATION IS LOCATED IN EAST OMAHA, AT EPPLEY AIRFIELD, NEAR THE
 MJ1363'APPROACH END OF RUNWAY 32 LEFT.  OWNERSHIP--OMAHA AIRPORT AUTHORITY,
 MJ1363'BOX 19103, OMAHA NE 68119.  AIRPORT MANAGER IS DONALD SMITHEY, PHONE
 MJ1363'(402) 422-6800.  CONTACT RALPH HOLTMAN, AIRPORT PLANNING AT PHONE
 MJ1363'(402) 422-6810 FOR ACCESS TO STATION.  TO REACH THE STATION FROM THE
 MJ1363'JUNCTION OF INTERSTATE HIGHWAYS 80 AND 480 IN SOUTH OMAHA, GO NORTH ON
 MJ1363'INTERSTATE HIGHWAY 480 FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF U.S.
 MJ1363'HIGHWAY 75 NORTH (EXIT 2C), EXIT ONTO U.S. HIGHWAY 75 AND GO NORTH FOR
 MJ1363'2.8 MI (4.5 KM) TO THE JUNCTION OF THE STORZ EXPRESSWAY, EXIT ONTO THE
 MJ1363'STORZ EXPRESSWAY AND GO EASTERLY FOR 2.25 MI (3.62 KM) TO AN
 MJ1363'INTERSECTION (LINDBURG DRIVE), CONTINUE AHEAD AND GO EAST THEN
 MJ1363'SOUTHEAST ON STORZ EXPRESSWAY (BECOMES ABBOTT DRIVE) FOR 0.55 MI (0.89
 MJ1363'KM) TO AN INTERSECTION (EAST FORT STREET), CONTINUE AHEAD AND GO
 MJ1363'SOUTHERLY FOR 1.2 MI (1.9 KM) ON ABBOTT DRIVE TO A PAVED ROAD LEFT,
 MJ1363'TURN LEFT AND GO EAST ON PRATT CT FOR 0.15 MI (0.24 KM) TO GATE H
 MJ1363'AHEAD AND AIRPORT MAINTENANCE ON THE RIGHT, PASS THROUGH GATE,
 MJ1363'CONTINUE AHEAD AND GO EAST ON THE PAVEMENT ALONG THE SOUTH SIDE OF A
 MJ1363'FENCE LINE FOR 0.1 MI (0.2 KM) TO A FENCE CORNER AND A PAVED SERVICE
 MJ1363'ROAD LEFT, TURN LEFT AND GO NORTH ON THE SERVICE ROAD FOR 0.2 MI (0.3
 MJ1363'KM) TO THE APRON AHEAD AND A TAXIWAY REVERSE FORK RIGHT, TURN HARD
 MJ1363'RIGHT AND GO SOUTHEAST ON TAXIWAY (E) FOR 0.2 MI (0.3 KM) TO RUNWAY
 MJ1363'17/35, CONTINUE AHEAD CROSSING RUNWAY AND GO SOUTHEAST THEN EAST
 MJ1363'FOLLOWING TAXIWAY FOR 0.5 MI (0.8 KM) TO THE START OF UNUSABLE
 MJ1363'PAVEMENT ON THE NORTH SIDE OF THE TAXIWAY AND THE STATION ON THE LEFT.
 MJ1363'THE STATION IS 181.2 FT (55.2 M) SOUTHWEST OF THE SOUTHWEST EDGE OF
 MJ1363'RUNWAY 14R/32L, 138.3 FT (42.2 M) WEST OF THE WEST CORNER OF A TAXIWAY
 MJ1363'IDENTIFIER SIGN CONCRETE PAD, 108.0 FT (32.9 M) WEST NORTHWEST FROM
 MJ1363'THE NORTHWEST CORNER OF A RUNWAY IDENTIFIER SIGN CONCRETE PAD, 97.1 FT
 MJ1363'(29.6 M) NORTH OF THE NORTH EDGE OF THE TAXIWAY AND 90.3 FT (27.5 M)
 MJ1363'NORTH-NORTHEAST OF A TAXIWAY LIGHT JUST WEST OF THE START OF UNUSABLE
 MJ1363'TAXIWAY PAVEMENT.  THIS STATION TO BE USED AS SACS.
 MJ1363
 MJ1363                          STATION RECOVERY (1997)
 MJ1363
 MJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15AUG1997 (WCW) .  RECOVERED
 MJ1363'AS DESCRIBED WITH CHANGES AND ADDITIONAL TIES.  CONTACT SEVEN DAYS IN
 MJ1363'ADVANCE FOR PERMISSION TO OCCUPY THIS STATION, PHONE (402) 422-6800.
 MJ1363'RUNWAY 17-35 IS NOW RUNWAY 18-36.  THE MARK IS A NOS SURVEY DISK SET
 MJ1363'IN A 9 IN DIA ROUND CONCRETE POST.  THE STATION IS LOCATED 72.5 FT
 MJ1363'(22.1 M) NORTH FROM AN ASPHALT ANGLE POINT, 152.2 FT (46.4 M) WEST
 MJ1363'NORTHWEST FROM A CATCHBASIN WITH 0.9 M (3.0 FT) DIA ROUND CASTING.
 MJ1363'NOTE--THIS STATION IS SUBJECT TO DISTURBANCE OR DESTRUCTION WITH THE
 MJ1363'EXTENSION OF PARALLEL TAXIWAY A FROM TAXIWAY J TO APPROACH 32L. THIS
 MJ1363'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1234 ***********************************************************************
 MJ1234  DESIGNATION -  OMAHA 1
 MJ1234  PID         -  MJ1234
 MJ1234  STATE/COUNTY-  NE/DOUGLAS
 MJ1234  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1234
 MJ1234                         *CURRENT SURVEY CONTROL
 MJ1234  ___________________________________________________________________
 MJ1234* NAD 83(1995)-  41 13 57.61749(N)    095 55 06.16265(W)     ADJUSTED  
 MJ1234* NAVD 88     -       353.62   (+/-2cm)    1160.2    (feet)  VERTCON   
 MJ1234  ___________________________________________________________________
 MJ1234  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 MJ1234  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ1234
 MJ1234  HORZ ORDER  -  SECOND
 MJ1234  VERT ORDER  -  THIRD ? (See Below)
 MJ1234
 MJ1234.The horizontal coordinates were established by classical geodetic methods
 MJ1234.and adjusted by the National Geodetic Survey in August 1997..
 MJ1234
 MJ1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 MJ1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MJ1234.The vertical order pertains to the NGVD 29 superseded value.
 MJ1234
 MJ1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1234
 MJ1234.The geoid height was determined by GEOID03.
 MJ1234
 MJ1234;                    North         East     Units Scale Factor Converg.
 MJ1234;SPC NE       -   163,435.550   841,957.506   MT  0.99966990   +2 42 17.6
 MJ1234;SPC IA S     -   139,704.721   297,283.036   MT  0.99994852   -1 35 34.8
 MJ1234;UTM  15      - 4,568,693.958   255,410.980   MT  1.00033632   -1 55 28.2
 MJ1234;UTM  14      - 4,569,166.615   758,272.100   MT  1.00042102   +2 01 56.2
 MJ1234
 MJ1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1234!SPC NE       -   0.99994884  x   0.99966990  =   0.99961876
 MJ1234!SPC IA S     -   0.99994884  x   0.99994852  =   0.99989736
 MJ1234!UTM  15      -   0.99994884  x   1.00033632  =   1.00028514
 MJ1234!UTM  14      -   0.99994884  x   1.00042102  =   1.00036984
 MJ1234
 MJ1234:                Primary Azimuth Mark                     Grid Az
 MJ1234:SPC NE       -  BOYNE                                    066 46 32.9
 MJ1234:SPC IA S     -  BOYNE                                    071 04 25.3
 MJ1234:UTM  15      -  BOYNE                                    071 24 18.7
 MJ1234:UTM  14      -  BOYNE                                    067 26 54.3
 MJ1234
 MJ1234|---------------------------------------------------------------------|
 MJ1234| PID    Reference Object                     Distance      Geod. Az  |
 MJ1234|                                                           dddmmss.s |
 MJ1234| MJ1243 BOYNE                               APPROX. 6.8 KM 0692850.5 |
 MJ1234| CL8036 OMAHA 1 RM 1                                       12643     |
 MJ1234| CL8037 OMAHA 1 RM 2                                       25427     |
 MJ1234|---------------------------------------------------------------------|
 MJ1234
 MJ1234                          SUPERSEDED SURVEY CONTROL
 MJ1234
 MJ1234  NAD 83(1986)-  41 13 57.62602(N)    095 55 06.16287(W) AD(       ) 2
 MJ1234  NAD 27      -  41 13 57.62940(N)    095 55 05.11220(W) AD(       ) 2
 MJ1234  NGVD 29 (07/19/86)  353.50   (m)         1159.8    (f) LEVELING    3  
 MJ1234
 MJ1234.Superseded values are not recommended for survey control.
 MJ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1234.See file dsdata.txt to determine how the superseded data were derived.
 MJ1234
 MJ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5541168694(NAD 83)
 MJ1234_MARKER: DD = SURVEY DISK
 MJ1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1234
 MJ1234  HISTORY     - Date     Condition        Report By
 MJ1234  HISTORY     - 1963     MONUMENTED       NEDR
 MJ1234
 MJ1234                          STATION DESCRIPTION
 MJ1234
 MJ1234'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1963 (HED)
 MJ1234'THE STATION IS LOCATED ABOUT 0.4 OF A MILE SOUTH AND 0.6 OF
 MJ1234'A MILE EAST OF ST. JOSEPHS HOSPITAL AT 10TH AND MARTHA STREETS IN
 MJ1234'OMAHA, NEBRASKA.  THE STATION IS LOCATED IN THE NW 1/4 OF THE
 MJ1234'NE 1/4 OF SECTION 35, T15N R13E.
 MJ1234'
 MJ1234'TO REACH THE STATION FROM THE HOSPITAL AT 10TH AND MARTHA
 MJ1234'STREETS, PROCEED SOUTH ON 10TH STREET FOR 4 BLOCKS TO THE
 MJ1234'INTERSECTION AT 10TH AND BANCROFT STREETS, TURN LEFT
 MJ1234'(EAST) AND CONTINUE ON BANCROFT STREET FOR 6 BLOCKS TO THE
 MJ1234'INTERSECTION OF 4TH AND BANCROFT STREETS, TURN RIGHT (SOUTH) AND
 MJ1234'PROCEED FOR 1 BLOCK ON 4TH STREET TO THE JUNCTION WITH
 MJ1234'RICHELIEU AVE., TURN LEFT (SOUTHEAST) AND CONTINUE ON RICHELIEU
 MJ1234'AVE. FOR ABOUT 900 FEET TO THE STATION ON THE LEFT.
 MJ1234'
 MJ1234'THE STATION MARK IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MJ1234'TRIANGULATION DISK STAMPED OMAHA, NO. 1, 1963.  THE MONUMENT
 MJ1234'IS SET APPROXIMATELY 150 FEET SOUTHEAST OF A HOUSE, 50 FEET
 MJ1234'NORTH OF THE CENTER LINE OF RICHELIEU AVE., 8 FEET NORTH AND
 MJ1234'32 FEET WEST OF THE CENTER OF A STEEL POWER LINE TOWER.
 MJ1234'
 MJ1234'REFERENCE MARK NO 1 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MJ1234'REFERENCE MARK DISK STAMPED, OMAHA, NO. 1-R.M. NO. 1, 1963
 MJ1234'AND IS 1 FOOT NORTH AND 1.5 FEET WEST OF THE SOUTHWEST LEG OF
 MJ1234'A STEEL POWER LINE TOWER.
 MJ1234'
 MJ1234'REFERENCE MARK NO. 2 IS A NEBRASKA DEPARTMENT OF ROADS STANDARD
 MJ1234'REFERENCE MARK DISK STAMPED, OMAHA NO. 1, R.M. NO. 2-1963 AND IS
 MJ1234'60 FEET SOUTH AND 40 FEET EAST OF THE SOUTHEAST CORNER OF A
 MJ1234'HOUSE, AND 73 FEET WEST OF THE SOUTHWEST LEG OF A STEEL POWER LINE
 MJ1234'TOWER.
 MJ1234'
 MJ1234'NO AZIMUTH MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1266 ***********************************************************************
 MJ1266  DESIGNATION -  OMAHA BELL TEL BLDG TIP FLAG
 MJ1266  PID         -  MJ1266
 MJ1266  STATE/COUNTY-  NE/SARPY
 MJ1266  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1266
 MJ1266                         *CURRENT SURVEY CONTROL
 MJ1266  ___________________________________________________________________
 MJ1266* NAD 83(1995)-  41 15 32.35466(N)    095 56 28.82328(W)     ADJUSTED  
 MJ1266* NAVD 88     -                                                        
 MJ1266  ___________________________________________________________________
 MJ1266  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 MJ1266  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 MJ1266
 MJ1266  HORZ ORDER  -  THIRD
 MJ1266
 MJ1266.The horizontal coordinates were established by classical geodetic methods
 MJ1266.and adjusted by the National Geodetic Survey in August 1997..
 MJ1266
 MJ1266
 MJ1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1266
 MJ1266.The geoid height was determined by GEOID03.
 MJ1266
 MJ1266;                    North         East     Units Scale Factor Converg.
 MJ1266;SPC NE       -   166,263.410   839,898.130   MT  0.99966783   +2 41 22.8
 MJ1266;SPC IA S     -   142,679.793   295,440.857   MT  0.99994888   -1 36 29.2
 MJ1266;UTM  15      - 4,571,680.829   253,585.355   MT  1.00034735   -1 56 26.5
 MJ1266;UTM  14      - 4,572,020.562   756,244.522   MT  1.00040817   +2 01 05.4
 MJ1266
 MJ1266                          SUPERSEDED SURVEY CONTROL
 MJ1266
 MJ1266  NAD 83(1986)-  41 15 32.36339(N)    095 56 28.82322(W) AD(       ) 4
 MJ1266  NAD 27      -  41 15 32.36800(N)    095 56 27.77300(W) AD(       ) 3
 MJ1266
 MJ1266.Superseded values are not recommended for survey control.
 MJ1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1266.See file dsdata.txt to determine how the superseded data were derived.
 MJ1266
 MJ1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5358571681(NAD 83)
 MJ1266_MARKER: 62 = FLAGPOLE
 MJ1266
 MJ1266  HISTORY     - Date     Condition        Report By
 MJ1266  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1266
 MJ1266                          STATION DESCRIPTION
 MJ1266
 MJ1266'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1268 ***********************************************************************
 MJ1268  DESIGNATION -  OMAHA BENSON HS CEN OF STK
 MJ1268  PID         -  MJ1268
 MJ1268  STATE/COUNTY-  NE/SARPY
 MJ1268  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1268
 MJ1268                         *CURRENT SURVEY CONTROL
 MJ1268  ___________________________________________________________________
 MJ1268* NAD 83(1995)-  41 17 09.13462(N)    095 59 36.40971(W)     ADJUSTED  
 MJ1268* NAVD 88     -                                                        
 MJ1268  ___________________________________________________________________
 MJ1268  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 MJ1268  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 MJ1268
 MJ1268  HORZ ORDER  -  THIRD
 MJ1268
 MJ1268.The horizontal coordinates were established by classical geodetic methods
 MJ1268.and adjusted by the National Geodetic Survey in August 1997..
 MJ1268
 MJ1268
 MJ1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1268
 MJ1268.The geoid height was determined by GEOID03.
 MJ1268
 MJ1268;                    North         East     Units Scale Factor Converg.
 MJ1268;SPC NE       -   169,041.313   835,399.211   MT  0.99966593   +2 39 18.5
 MJ1268;SPC IA S     -   145,787.903   291,161.552   MT  0.99994947   -1 38 32.8
 MJ1268;UTM  15      - 4,574,815.057   249,322.442   MT  1.00037343   -1 58 34.1
 MJ1268;UTM  14      - 4,574,853.013   751,775.190   MT  1.00038022   +1 59 05.3
 MJ1268
 MJ1268                          SUPERSEDED SURVEY CONTROL
 MJ1268
 MJ1268  NAD 83(1986)-  41 17 09.14297(N)    095 59 36.40998(W) AD(       ) 4
 MJ1268  NAD 27      -  41 17 09.14800(N)    095 59 35.35500(W) AD(       ) 3
 MJ1268
 MJ1268.Superseded values are not recommended for survey control.
 MJ1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1268.See file dsdata.txt to determine how the superseded data were derived.
 MJ1268
 MJ1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4932274815(NAD 83)
 MJ1268_MARKER: 63 = STACK
 MJ1268
 MJ1268  HISTORY     - Date     Condition        Report By
 MJ1268  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1268
 MJ1268                          STATION DESCRIPTION
 MJ1268
 MJ1268'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1265 ***********************************************************************
 MJ1265  DESIGNATION -  OMAHA CENTRAL HS CEN OF STK
 MJ1265  PID         -  MJ1265
 MJ1265  STATE/COUNTY-  NE/DOUGLAS
 MJ1265  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1265
 MJ1265                         *CURRENT SURVEY CONTROL
 MJ1265  ___________________________________________________________________
 MJ1265* NAD 83(1995)-  41 15 38.00694(N)    095 56 40.61130(W)     ADJUSTED  
 MJ1265* NAVD 88     -                                                        
 MJ1265  ___________________________________________________________________
 MJ1265  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 MJ1265  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 MJ1265
 MJ1265  HORZ ORDER  -  THIRD
 MJ1265
 MJ1265.The horizontal coordinates were established by classical geodetic methods
 MJ1265.and adjusted by the National Geodetic Survey in August 1997..
 MJ1265
 MJ1265
 MJ1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1265
 MJ1265.The geoid height was determined by GEOID03.
 MJ1265
 MJ1265;                    North         East     Units Scale Factor Converg.
 MJ1265;SPC NE       -   166,424.664   839,615.934   MT  0.99966771   +2 41 15.0
 MJ1265;SPC IA S     -   142,861.792   295,171.464   MT  0.99994891   -1 36 37.0
 MJ1265;UTM  15      - 4,571,864.463   253,316.916   MT  1.00034898   -1 56 34.5
 MJ1265;UTM  14      - 4,572,185.234   755,964.029   MT  1.00040641   +2 00 57.9
 MJ1265
 MJ1265                          SUPERSEDED SURVEY CONTROL
 MJ1265
 MJ1265  NAD 83(1986)-  41 15 38.01556(N)    095 56 40.61146(W) AD(       ) 4
 MJ1265  NAD 27      -  41 15 38.02400(N)    095 56 39.55700(W) AD(       ) 3
 MJ1265
 MJ1265.Superseded values are not recommended for survey control.
 MJ1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1265.See file dsdata.txt to determine how the superseded data were derived.
 MJ1265
 MJ1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5331771864(NAD 83)
 MJ1265_MARKER: 63 = STACK
 MJ1265
 MJ1265  HISTORY     - Date     Condition        Report By
 MJ1265  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1265  HISTORY     - 1945     GOOD             CGS
 MJ1265
 MJ1265                          STATION DESCRIPTION
 MJ1265
 MJ1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1265'STACK IS THE ONE ON THE HIGH SCHOOL HEATING PLANT WHICH IS ALL
 MJ1265'UNDERGROUND.  IT IS W OF THE HIGH SCHOOL BUILDING NEAR THE
 MJ1265'INTERSECTION OF CAPITOL AVENUE AND TWENTY-SECOND STREET.  IT
 MJ1265'IS OF GREY BRICK AND WAS BUILT IN 1916.  THE STACK IS ROUND
 MJ1265'AT TOP BUT THE BASE IS OCTAGONAL, EAST SIDE OF WHICH MEASURES
 MJ1265'5.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1273 ***********************************************************************
 MJ1273  DESIGNATION -  OMAHA CREIGHTON UNIV C OF STK
 MJ1273  PID         -  MJ1273
 MJ1273  STATE/COUNTY-  NE/DOUGLAS
 MJ1273  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1273
 MJ1273                         *CURRENT SURVEY CONTROL
 MJ1273  ___________________________________________________________________
 MJ1273* NAD 83(1995)-  41 16 00.23283(N)    095 56 53.92806(W)     ADJUSTED  
 MJ1273* NAVD 88     -                                                        
 MJ1273  ___________________________________________________________________
 MJ1273  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 MJ1273  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MJ1273
 MJ1273  HORZ ORDER  -  THIRD
 MJ1273
 MJ1273.The horizontal coordinates were established by classical geodetic methods
 MJ1273.and adjusted by the National Geodetic Survey in August 1997..
 MJ1273
 MJ1273
 MJ1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1273
 MJ1273.The geoid height was determined by GEOID03.
 MJ1273
 MJ1273;                    North         East     Units Scale Factor Converg.
 MJ1273;SPC NE       -   167,094.822   839,274.273   MT  0.99966726   +2 41 06.1
 MJ1273;SPC IA S     -   143,555.865   294,880.902   MT  0.99994903   -1 36 45.7
 MJ1273;UTM  15      - 4,572,560.491   253,030.276   MT  1.00035072   -1 56 44.1
 MJ1273;UTM  14      - 4,572,859.846   755,629.995   MT  1.00040430   +2 00 49.9
 MJ1273
 MJ1273                          SUPERSEDED SURVEY CONTROL
 MJ1273
 MJ1273  NAD 83(1986)-  41 16 00.24154(N)    095 56 53.92809(W) AD(       ) 4
 MJ1273  NAD 27      -  41 16 00.24700(N)    095 56 52.87700(W) AD(       ) 3
 MJ1273
 MJ1273.Superseded values are not recommended for survey control.
 MJ1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1273.See file dsdata.txt to determine how the superseded data were derived.
 MJ1273
 MJ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5303072560(NAD 83)
 MJ1273
 MJ1273  HISTORY     - Date     Condition        Report By
 MJ1273  HISTORY     - 1945     MONUMENTED       CGS
 MJ1273  HISTORY     - 1945     GOOD             CGS
 MJ1273
 MJ1273                          STATION DESCRIPTION
 MJ1273
 MJ1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1273'CONCRETE STACK OF THE HEATING PLANT OF CREIGHTON UNIVERSITY.
 MJ1273'IT IS JUST E OF THE NE CORNER OF CONCRETE STANDS OF THE UNIVERSITY
 MJ1273'STADIUM.  FROM THE 1942 RECOVERY, IT IS 40 FEET S OF THE S CURB
 MJ1273'OF BURT STREET AND 333 FEET W OF THE W CURB OF TWENTY-FOURTH
 MJ1273'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1226 ***********************************************************************
 MJ1226  DESIGNATION -  OMAHA DOUGLAS CO HOSP C OF STK
 MJ1226  PID         -  MJ1226
 MJ1226  STATE/COUNTY-  NE/DOUGLAS
 MJ1226  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1226
 MJ1226                         *CURRENT SURVEY CONTROL
 MJ1226  ___________________________________________________________________
 MJ1226* NAD 83(1995)-  41 14 46.97355(N)    095 58 20.86081(W)     ADJUSTED  
 MJ1226* NAVD 88     -                                                        
 MJ1226  ___________________________________________________________________
 MJ1226  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 MJ1226  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ1226
 MJ1226  HORZ ORDER  -  THIRD
 MJ1226
 MJ1226.The horizontal coordinates were established by classical geodetic methods
 MJ1226.and adjusted by the National Geodetic Survey in August 1997..
 MJ1226
 MJ1226
 MJ1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1226
 MJ1226.The geoid height was determined by GEOID03.
 MJ1226
 MJ1226;                    North         East     Units Scale Factor Converg.
 MJ1226;SPC NE       -   164,743.520   837,358.878   MT  0.99966880   +2 40 08.5
 MJ1226;SPC IA S     -   141,354.093   292,794.104   MT  0.99994868   -1 37 43.0
 MJ1226;UTM  15      - 4,570,369.972   250,929.877   MT  1.00036355   -1 57 38.7
 MJ1226;UTM  14      - 4,570,529.454   753,685.755   MT  1.00039212   +1 59 49.6
 MJ1226
 MJ1226                          SUPERSEDED SURVEY CONTROL
 MJ1226
 MJ1226  NAD 83(1986)-  41 14 46.98213(N)    095 58 20.86055(W) AD(       ) 4
 MJ1226  NAD 27      -  41 14 46.98600(N)    095 58 19.80600(W) AD(       ) 3
 MJ1226
 MJ1226.Superseded values are not recommended for survey control.
 MJ1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1226.See file dsdata.txt to determine how the superseded data were derived.
 MJ1226
 MJ1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5093070370(NAD 83)
 MJ1226_MARKER: 63 = STACK
 MJ1226
 MJ1226  HISTORY     - Date     Condition        Report By
 MJ1226  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1226  HISTORY     - 1945     GOOD             CGS
 MJ1226
 MJ1226                          STATION DESCRIPTION
 MJ1226
 MJ1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1226'STACK IS RED BRICK ADJACENT TO THE POWER PLANT OF THE DOUGLAS
 MJ1226'COUNTY HOSPITAL LOCATED IN THE SW PART OF OMAHA, ON FORTY-SECOND
 MJ1226'STREET BETWEEN WOOLWORTH AND PACIFIC STREETS.  THE STACK IS JUST
 MJ1226'W OF THE MISSOURI PACIFIC RAILROAD TRACKS AND ABOUT 200 YARDS
 MJ1226'N OF WOOLWORTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1280 ***********************************************************************
 MJ1280  DESIGNATION -  OMAHA FIRST ME CH TOP OF DOME
 MJ1280  PID         -  MJ1280
 MJ1280  STATE/COUNTY-  NE/DOUGLAS
 MJ1280  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1280
 MJ1280                         *CURRENT SURVEY CONTROL
 MJ1280  ___________________________________________________________________
 MJ1280* NAD 83(1995)-  41 15 41.29273(N)    095 56 31.99235(W)     ADJUSTED  
 MJ1280* NAVD 88     -                                                        
 MJ1280  ___________________________________________________________________
 MJ1280  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 MJ1280  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 MJ1280
 MJ1280  HORZ ORDER  -  THIRD
 MJ1280
 MJ1280.The horizontal coordinates were established by classical geodetic methods
 MJ1280.and adjusted by the National Geodetic Survey in August 1997..
 MJ1280
 MJ1280
 MJ1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1280
 MJ1280.The geoid height was determined by GEOID03.
 MJ1280
 MJ1280;                    North         East     Units Scale Factor Converg.
 MJ1280;SPC NE       -   166,535.291   839,811.530   MT  0.99966764   +2 41 20.7
 MJ1280;SPC IA S     -   142,957.478   295,374.857   MT  0.99994893   -1 36 31.3
 MJ1280;UTM  15      - 4,571,959.003   253,520.943   MT  1.00034774   -1 56 28.9
 MJ1280;UTM  14      - 4,572,293.642   756,161.053   MT  1.00040765   +2 01 03.7
 MJ1280
 MJ1280                          SUPERSEDED SURVEY CONTROL
 MJ1280
 MJ1280  NAD 83(1986)-  41 15 41.30147(N)    095 56 31.99230(W) AD(       ) 4
 MJ1280  NAD 27      -  41 15 41.30700(N)    095 56 30.94100(W) AD(       ) 3
 MJ1280
 MJ1280.Superseded values are not recommended for survey control.
 MJ1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1280.See file dsdata.txt to determine how the superseded data were derived.
 MJ1280
 MJ1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5352171959(NAD 83)
 MJ1280_MARKER: 87 = DOME
 MJ1280
 MJ1280  HISTORY     - Date     Condition        Report By
 MJ1280  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1280  HISTORY     - 1945     GOOD             CGS
 MJ1280
 MJ1280                          STATION DESCRIPTION
 MJ1280
 MJ1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1280'THE CHURCH IS ON SE CORNER OF DAVENPORT STREET AND TWENTIETH
 MJ1280'STREET, NEAR DOWNTOWN OMAHA.  IT WAS ERECTED IN 1891.  TOWER
 MJ1280'OF CHURH IS SQUARE AND HAS A SHARP POINT ON TOP.  ROOF IS
 MJ1280'SHEATHED WITH COPPER AND IS GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1225 ***********************************************************************
 MJ1225  DESIGNATION -  OMAHA KRUG BREWING CO C OF STK
 MJ1225  PID         -  MJ1225
 MJ1225  STATE/COUNTY-  NE/DOUGLAS
 MJ1225  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1225
 MJ1225                         *CURRENT SURVEY CONTROL
 MJ1225  ___________________________________________________________________
 MJ1225* NAD 83(1995)-  41 13 45.53018(N)    095 57 00.35262(W)     ADJUSTED  
 MJ1225* NAVD 88     -                                                        
 MJ1225  ___________________________________________________________________
 MJ1225  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 MJ1225  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 MJ1225
 MJ1225  HORZ ORDER  -  THIRD
 MJ1225
 MJ1225.The horizontal coordinates were established by classical geodetic methods
 MJ1225.and adjusted by the National Geodetic Survey in August 1997..
 MJ1225
 MJ1225
 MJ1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1225
 MJ1225.The geoid height was determined by GEOID03.
 MJ1225
 MJ1225;                    North         East     Units Scale Factor Converg.
 MJ1225;SPC NE       -   162,938.226   839,319.464   MT  0.99967018   +2 41 01.9
 MJ1225;SPC IA S     -   139,406.408   294,614.399   MT  0.99994849   -1 36 50.0
 MJ1225;UTM  15      - 4,568,410.977   252,739.604   MT  1.00035250   -1 56 43.1
 MJ1225;UTM  14      - 4,568,699.947   755,626.437   MT  1.00040429   +2 00 40.3
 MJ1225
 MJ1225                          SUPERSEDED SURVEY CONTROL
 MJ1225
 MJ1225  NAD 83(1986)-  41 13 45.53892(N)    095 57 00.35220(W) AD(       ) 4
 MJ1225  NAD 27      -  41 13 45.54200(N)    095 56 59.29800(W) AD(       ) 3
 MJ1225
 MJ1225.Superseded values are not recommended for survey control.
 MJ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1225.See file dsdata.txt to determine how the superseded data were derived.
 MJ1225
 MJ1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5274068411(NAD 83)
 MJ1225_MARKER: 63 = STACK
 MJ1225
 MJ1225  HISTORY     - Date     Condition        Report By
 MJ1225  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1225  HISTORY     - 1968     GOOD             NEDR
 MJ1225  HISTORY     - 1980     GOOD             NGS
 MJ1225
 MJ1225                          STATION DESCRIPTION
 MJ1225
 MJ1225'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1968 (HED)
 MJ1225'THE STATION IS LOCATED IN THE SOUTHEAST PART OF OMAHA.  IT IS
 MJ1225'A BRICK STACK CONSTRUCTED THROUGH AND ABOVE A TWO STORY BRICK
 MJ1225'BUILDING ON THE SOUTH SIDE OF VINTON STREET JUST WEST OF WHERE
 MJ1225'26TH STREET WOULD INTERSECT WITH VINTON STREET.  THE BREWERY IS
 MJ1225'NOW OPERATED BY FALSTAFF AND A SIGN ON THE EAST SIDE OF THE
 MJ1225'BUILDING READS STOCK FALSTAFF HOUSE.  THE CENTER OF THE STACK
 MJ1225'WAS USED FOR THE SIGHT.
 MJ1225
 MJ1225                          STATION RECOVERY (1980)
 MJ1225
 MJ1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MJ1225'THE STATION, WHICH WAS NOT PREVIOUSLY DESCRIBED, IS THE CENTER OF THE
 MJ1225'TOP OF A BRICK SMOKE STACK THAT IS PAINTED GOLD AND IS ABOUT 100 FEET
 MJ1225'TALL.  IT IS NOW OWNED BY THE FALSTAFF BREWING COMPANY AND IS
 MJ1225'LOCATED ATOP THE NORTHEAST CORNER OF THE FALSTAFF BREWING COMPANY
 MJ1225'PHYSICAL PLANT AT 2615 DEER PARK IN OMAHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1269 ***********************************************************************
 MJ1269  DESIGNATION -  OMAHA LONG REMARK
 MJ1269  PID         -  MJ1269
 MJ1269  STATE/COUNTY-  NE/DOUGLAS
 MJ1269  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1269
 MJ1269                         *CURRENT SURVEY CONTROL
 MJ1269  ___________________________________________________________________
 MJ1269* NAD 83(1995)-  41 15 36.35224(N)    095 56 36.06201(W)     ADJUSTED  
 MJ1269* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 MJ1269  ___________________________________________________________________
 MJ1269  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 MJ1269  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 MJ1269
 MJ1269  HORZ ORDER  -  THIRD
 MJ1269
 MJ1269.The horizontal coordinates were established by classical geodetic methods
 MJ1269.and adjusted by the National Geodetic Survey in August 1997..
 MJ1269
 MJ1269.The orthometric height was scaled from a topographic map.
 MJ1269
 MJ1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1269
 MJ1269.The geoid height was determined by GEOID03.
 MJ1269
 MJ1269;                    North         East     Units Scale Factor Converg.
 MJ1269;SPC NE       -   166,378.655   839,724.077   MT  0.99966775   +2 41 18.0
 MJ1269;SPC IA S     -   142,807.793   295,275.884   MT  0.99994890   -1 36 34.0
 MJ1269;UTM  15      - 4,571,809.836   253,421.063   MT  1.00034835   -1 56 31.4
 MJ1269;UTM  14      - 4,572,137.925   756,071.704   MT  1.00040708   +2 01 00.8
 MJ1269
 MJ1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1269!SPC NE       -   0.99994956  x   0.99966775  =   0.99961732
 MJ1269!SPC IA S     -   0.99994956  x   0.99994890  =   0.99989846
 MJ1269!UTM  15      -   0.99994956  x   1.00034835  =   1.00029789
 MJ1269!UTM  14      -   0.99994956  x   1.00040708  =   1.00035662
 MJ1269
 MJ1269|---------------------------------------------------------------------|
 MJ1269| PID    Reference Object                     Distance      Geod. Az  |
 MJ1269|                                                           dddmmss.s |
 MJ1269| CL8039 OMAHA LONG RM 2                      13.990 METERS 00458     |
 MJ1269| MJ1280 OMAHA FIRST ME CH TOP OF DOME       179.456 METERS 03152     |
 MJ1269| MJ1277 OMAHA US PO TOP OF DOME             489.812 METERS 0890330.1 |
 MJ1269| CL8038 OMAHA LONG RM 1                      18.797 METERS 26114     |
 MJ1269| MJ1265 OMAHA CENTRAL HS CEN OF STK         117.562 METERS 29544     |
 MJ1269|---------------------------------------------------------------------|
 MJ1269
 MJ1269                          SUPERSEDED SURVEY CONTROL
 MJ1269
 MJ1269  NAD 83(1986)-  41 15 36.36047(N)    095 56 36.06218(W) AD(       ) 3
 MJ1269  NAD 27      -  41 15 36.36500(N)    095 56 35.01100(W) AD(       ) 3
 MJ1269
 MJ1269.Superseded values are not recommended for survey control.
 MJ1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1269.See file dsdata.txt to determine how the superseded data were derived.
 MJ1269
 MJ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5342171810(NAD 83)
 MJ1269_MARKER: DD = SURVEY DISK
 MJ1269_SETTING: 0 = UNSPECIFIED SETTING
 MJ1269
 MJ1269  HISTORY     - Date     Condition        Report By
 MJ1269  HISTORY     - 1945     MONUMENTED       CGS
 MJ1269  HISTORY     - 1945     GOOD             CGS
 MJ1269  HISTORY     - 1947     GOOD             CGS
 MJ1269
 MJ1269                          STATION DESCRIPTION
 MJ1269
 MJ1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1269'RECOVERED SANDSTONE PIERS SET FIRMLY IN CONCRETE IN GROUND,
 MJ1269'BUT TOP BADLY ERODED TO ALMOST A POINT ON TIP.  ALL THE ORIGINAL
 MJ1269'INSCRIPTION ON THE PIER WAS WEATHERED AWAY.  LOCAL ENGINEERS STATED
 MJ1269'THAT THE GROUNDS WERE GRADED IN 1922 AND THE PIERS LOWERED A
 MJ1269'NUMBER OF FEET BELOW THE ORIGINAL ELEVATION.  THE STATION MARK IS
 MJ1269'NOW A BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BASE EXACTLY
 MJ1269'MIDWAY BETWEEN THE TWO PIERS AND STAMPED OMAHA LONG 1882 -
 MJ1269'REMARKED 1945.
 MJ1269'
 MJ1269'THE TWO PROJECTING PIERS WILL PROBABLY BE REMOVED IN THE
 MJ1269'IMMEDIATE FUTURE SINCE LOCAL INHABITANTS HAVE OBJECTED TO THEM.
 MJ1269'TWO BRONZE REFERENCE MARKS WERE CEMENTED IN DRILL HOLES IN TWO-FOOT
 MJ1269'SQUARE PILLARS OF SANDSTONE WHICH ARE PLACED AT INTERVALS IN THE
 MJ1269'CURBING OF THE WALK AROUND THE BUILDING AND LOCATED AS FOLLOWS--
 MJ1269
 MJ1269                          STATION RECOVERY (1947)
 MJ1269
 MJ1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1269'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.M. IN 1945 AND ALL
 MJ1269'MARKS WERE FOUND IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 MJ1269'DISTANCES TO BOTH REFERENCE MARKS.  A COMPLETE NEW DESCRIPTION
 MJ1269'FOLLOWS.
 MJ1269'
 MJ1269'THE STATION IS LOCATED ON THE SOUTH LAWN OF THE CENTRAL HIGH
 MJ1269'SCHOOL IN OMAHA, ON DODGE AVENUE BETWEEN 23RD. AND 24TH. STREETS.
 MJ1269'IT IS 86 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL, AND 31.5
 MJ1269'FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK WHICH SURROUNDS
 MJ1269'THE SCHOOL.  THE DISK IS SET IN A DRILL HOLE IN A 1 FOOT SQUARE,
 MJ1269'SANDSTONE BLOCK WHICH PROJECTS 4 INCHES.  AT THE EAST AND WEST
 MJ1269'SIDES OF THE BLOCK ARE 2 SANDSTONE SLABS SET IN THE GROUND AND
 MJ1269'PROJECT 8 INCHES.  THE DISK IS STAMPED OMAHA LONG 1882 REMARK
 MJ1269'1945.
 MJ1269'
 MJ1269'REFERENCE MARK NO. 1 IS 61.67 FEET WEST OF THE STATION, AND IS
 MJ1269'SET IN A SQUARE SANDSTONE BLOCK WHICH FORMS PART OF THE SIDEWALK
 MJ1269'CURBING.  IT IS AT THE NORTHEAST CORNER OF THE FIRST FLIGHT OF
 MJ1269'STEPS THAT LEAD TO THE SOUTH SCHOOL ENTRANCE.  THE DISK IS
 MJ1269'STAMPED OMAHA LONG NO 1 1945 AND PROJECTS 16 INCHES.
 MJ1269'
 MJ1269'REFERENCE MARK NO. 2 IS 45.90 FEET NORTH OF THE STATION, 40 FEET
 MJ1269'SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL.  IT IS SET IN A
 MJ1269'SQUARE SANDSTONE BLOCK WHICH FORMS PART OF THE CURBING ALONG THE
 MJ1269'NORTH SIDE OF THE SIDEWALK.  THE DISK IS STAMPED OMAHA LONG NO 2
 MJ1269'1945 AND PROJECTS 12 INCHES.
 MJ1269'
 MJ1269'THE OMAHA POST OFFICE DOME WAS USED AS THE AZIMUTH MARK.  IT IS
 MJ1269'APPROXIMATELY 0.3 MILE EAST OF THE STATION.
 MJ1269'
 MJ1269'A TRAVERSE CONNECTION WAS MADE TO OMAHA LONG 1907 REMARK 1946 AND
 MJ1269'THE DISTANCE IS 98.018 METERS OR 321.581 FEET.  A 30 FOOT STAND
 MJ1269'IS NECESSARY TO SEE THIS MARK FROM OMAHA LONG 1882 REMARK 1945.
 MJ1269'(THE TRAVERSE WAS RUN BY MEANS OF AN A STATION.) THE MARK IS
 MJ1269'NORTHWEST OF THE STATION, 64 FEET SOUTHEAST OF THE SOUTHWEST
 MJ1269'CORNER OF A LARGE BRICK STACK, 57 FEET SOUTH OF THE CURBING AT
 MJ1269'THE SOUTH EDGE OF AN ASPHALT PAVING STRIP, 94 FEET
 MJ1269'SOUTH-SOUTHWEST OF THE CENTER OF THE BASE OF A FLAGPOLE AT
 MJ1269'THE WEST ENTRANCE TO THE SCHOOL, AND 100 FEET WEST OF THE
 MJ1269'SCHOOL BUILDING.  THE DISK IS STAMPED OMAHA LONG 1907 REMARK
 MJ1269'1946.
 MJ1269'
 MJ1269'A 90 FOOT SIGNAL AT HANSCOM 1934 CAN BE SEEN AT 90 FEET.
 MJ1269'
 MJ1269'A 77 FOOT SIGNAL AT BENSON 1934 CAN BE SEEN AT 103 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1271 ***********************************************************************
 MJ1271  DESIGNATION -  OMAHA LONG RESET
 MJ1271  PID         -  MJ1271
 MJ1271  STATE/COUNTY-  NE/DOUGLAS
 MJ1271  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1271
 MJ1271                         *CURRENT SURVEY CONTROL
 MJ1271  ___________________________________________________________________
 MJ1271* NAD 83(1995)-  41 15 37.62737(N)    095 56 39.91869(W)     ADJUSTED  
 MJ1271* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 MJ1271  ___________________________________________________________________
 MJ1271  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 MJ1271  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 MJ1271
 MJ1271  HORZ ORDER  -  SECOND
 MJ1271
 MJ1271.The horizontal coordinates were established by classical geodetic methods
 MJ1271.and adjusted by the National Geodetic Survey in August 1997..
 MJ1271
 MJ1271.The orthometric height was scaled from a topographic map.
 MJ1271
 MJ1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1271
 MJ1271.The geoid height was determined by GEOID03.
 MJ1271
 MJ1271;                    North         East     Units Scale Factor Converg.
 MJ1271;SPC NE       -   166,413.727   839,632.583   MT  0.99966772   +2 41 15.4
 MJ1271;SPC IA S     -   142,849.635   295,187.250   MT  0.99994891   -1 36 36.5
 MJ1271;UTM  15      - 4,571,852.209   253,332.638   MT  1.00034889   -1 56 34.0
 MJ1271;UTM  14      - 4,572,174.094   755,980.560   MT  1.00040651   +2 00 58.3
 MJ1271
 MJ1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1271!SPC NE       -   0.99994956  x   0.99966772  =   0.99961729
 MJ1271!SPC IA S     -   0.99994956  x   0.99994891  =   0.99989847
 MJ1271!UTM  15      -   0.99994956  x   1.00034889  =   1.00029843
 MJ1271!UTM  14      -   0.99994956  x   1.00040651  =   1.00035605
 MJ1271
 MJ1271                          SUPERSEDED SURVEY CONTROL
 MJ1271
 MJ1271  NAD 83(1986)-  41 15 37.63559(N)    095 56 39.91885(W) AD(       ) 2
 MJ1271  NAD 27      -  41 15 37.64000(N)    095 56 38.86800(W) AD(       ) 2
 MJ1271
 MJ1271.Superseded values are not recommended for survey control.
 MJ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1271.See file dsdata.txt to determine how the superseded data were derived.
 MJ1271
 MJ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5333371852(NAD 83)
 MJ1271_MARKER: DD = SURVEY DISK
 MJ1271_SETTING: 0 = UNSPECIFIED SETTING
 MJ1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ1271
 MJ1271  HISTORY     - Date     Condition        Report By
 MJ1271  HISTORY     - 1946     MONUMENTED       CGS
 MJ1271  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MJ1271  HISTORY     - 1947     SEE DESCRIPTION  CGS
 MJ1271
 MJ1271                          STATION DESCRIPTION
 MJ1271
 MJ1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCM)
 MJ1271'THE BRICK PIERS OF THE OLD STATION WERE REMOVED AND THE POSITION
 MJ1271'MARKED WITH A BRASS DISK BY JOHN LATENSER AND SONS, ENGINEERS
 MJ1271'IN CHARGE OF THE GRADING WORK TO PROVIDE A LOCAL DRILL FIELD FOR
 MJ1271'THE HIGH SCHOOL.  A NEW DESCRIPTION FOLLOWS--
 MJ1271'
 MJ1271'STATION IS IN WEST PART OF CENTRAL HIGH SCHOOL GROUNDS NEAR THE
 MJ1271'NORTH PART OF THE DRILL FIELD.  IT IS MARKED WITH A BRASS DISK
 MJ1271'STAMPED OMAHA LONG.  REST 1946 SET FLUSH WITH THE SURFACE IN A
 MJ1271'BLOCK OF CONCRETE 1 FT 6 IN X 5 FT 0 IN.  IT IS 64.44 FT SE OF THE
 MJ1271'SW CORNER OF THE OCTAGONAL BASE OF CENTRAL HIGH SCHOOL STACK,
 MJ1271'57.20 FT S. OF THE 6 IN CURBING AT THE S. SIDE OF THE ASPHALT
 MJ1271'PAVING LEADING TO THE WEST ENTRANCE OF THE SCHOOL, 93.85 FT SSW
 MJ1271'OF THE CENTER OF THE BASE OF THE FLAGPOLE AT THE HIGH SCHOOL
 MJ1271'WEST ENTRANCE, 92.03 FT SW OF THE NORTH EDGE OF THE COPING AT
 MJ1271'THE SOUTH SIDE OF THE STEPS LEADING INTO THE BUILDING, AND 99.96
 MJ1271'FT W. OF A POINT OF OFF-SET OF THE BUILDING NEAREST THE STATION.
 MJ1271'ALL MEASUREMENTS WERE FURNISHIED BY JOHN LATENSER AND
 MJ1271'SONS AND ALL ARE BELIEVED TO BE SLOPE.
 MJ1271
 MJ1271                          STATION RECOVERY (1947)
 MJ1271
 MJ1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1271'THE STATION IS LOCATED ON THE LAWN OF THE CENTRAL HIGH SCHOOL,
 MJ1271'ON DODGE AVENUE BETWEEN 23RD AND 24TH STREETS.  IT IS 64 FEET
 MJ1271'SOUTHEAST OF THE SOUTHWEST CORNER OF A LARGE BRICK STACK, 57 FEET
 MJ1271'SOUTH OF THE CURBING AT THE SOUTH EDGE OF THE ASPHALT PAVING
 MJ1271'STRIP, 94 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE BASE OF A
 MJ1271'FLAGPOLE NEAR THE WEST ENTRANCE TO THE SCHOOL BUILDING, AND
 MJ1271'100 FEET WEST OF THE WEST SIDE OF THE SCHOOL BUILDING.  THE
 MJ1271'DISK IS STAMPED OMAHA LONG 1907 RESET 1946 AND PROJECTS 1
 MJ1271'INCH.
 MJ1271'
 MJ1271'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 MJ1271'STATION OMAHA LONG 1882 REMARK 1945.  THIS TRAVERSE WAS MADE BY
 MJ1271'MEANS OF AN A STATION AS THE TWO MARKS ARE NOT INTERVISIBLE FROM
 MJ1271'THE GROUND.  A 30 FOOT STAND AT OMAHA LONG 1882 REMARK 1945 IS
 MJ1271'NECESSARY TO SEE OMAHA LONG 1907 RESET 1946.
 MJ1271'
 MJ1271'THE TRAVERSE DISTANCE IS 98.018 METERS OR 321.58 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1272 ***********************************************************************
 MJ1272  DESIGNATION -  OMAHA MUNICIPAL AIRPORT AIR BN
 MJ1272  PID         -  MJ1272
 MJ1272  STATE/COUNTY-  NE/DOUGLAS
 MJ1272  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1272
 MJ1272                         *CURRENT SURVEY CONTROL
 MJ1272  ___________________________________________________________________
 MJ1272* NAD 83(1995)-  41 17 47.76800(N)    095 53 59.06293(W)     ADJUSTED  
 MJ1272* NAVD 88     -                                                        
 MJ1272  ___________________________________________________________________
 MJ1272  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 MJ1272  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 MJ1272
 MJ1272  HORZ ORDER  -  THIRD
 MJ1272
 MJ1272.The horizontal coordinates were established by classical geodetic methods
 MJ1272.and adjusted by the National Geodetic Survey in August 1997..
 MJ1272
 MJ1272
 MJ1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1272
 MJ1272.The geoid height was determined by GEOID03.
 MJ1272
 MJ1272;                    North         East     Units Scale Factor Converg.
 MJ1272;SPC NE       -   170,599.178   843,181.414   MT  0.99966523   +2 43 02.0
 MJ1272;SPC IA S     -   146,758.468   299,040.855   MT  0.99994976   -1 34 50.6
 MJ1272;UTM  15      - 4,575,740.067   257,210.418   MT  1.00032552   -1 54 52.7
 MJ1272
 MJ1272                          SUPERSEDED SURVEY CONTROL
 MJ1272
 MJ1272  NAD 83(1986)-  41 17 47.77683(N)    095 53 59.06368(W) AD(       ) 4
 MJ1272  NAD 27      -  41 17 47.78600(N)    095 53 58.01600(W) AD(       ) 3
 MJ1272
 MJ1272.Superseded values are not recommended for survey control.
 MJ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1272.See file dsdata.txt to determine how the superseded data were derived.
 MJ1272
 MJ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5721075740(NAD 83)
 MJ1272_MARKER: 21 = AIRPORT BEACON
 MJ1272
 MJ1272  HISTORY     - Date     Condition        Report By
 MJ1272  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1272  HISTORY     - 1947     GOOD             CGS
 MJ1272  HISTORY     - 1949     GOOD             CGS
 MJ1272  HISTORY     - 1953     GOOD             CGS
 MJ1272  HISTORY     - 1961     GOOD             CGS
 MJ1272
 MJ1272                          STATION DESCRIPTION
 MJ1272
 MJ1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1272'THE STATION IS LOCATED DIRECTLY IN FRONT OF THE ADMINISTRATION
 MJ1272'BUILDING AT THE MUNICIPAL AIRPORT.  IT IS ABOUT 50 FEET HIGH,
 MJ1272'25 FEET SQUARE AT THE BASE, BUILT OF STEEL CONSTRUCTION AND
 MJ1272'PAINTED ORANGE.  IT HAS A GREEN SIGNALING LIGHT WHICH SENDS O.M.
 MJ1272'
 MJ1272'TO REACH STATION FROM OMAHA, FROM THE CORNER OF 16TH AND DOUGLAS,
 MJ1272'GO NORTH ON 16TH STREET FOR 1.9 MILE TO LOCUST STREET.  TURN
 MJ1272'RIGHT AND GO EAST ON LOCUST STREET FOR 1.8 MILE TO 21ST
 MJ1272'STREET, TURN LEFT AND GO NORTH ON 21ST STREET 0.85 MILE TO
 MJ1272'STATION ON RIGHT AS DESCRIBED.
 MJ1272'
 MJ1272'THE POINT INTERSECTED WAS THE REVOLVING LIGHT.
 MJ1272'
 MJ1272'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1934.
 MJ1272
 MJ1272                          STATION RECOVERY (1949)
 MJ1272
 MJ1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WTJ)
 MJ1272'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MJ1272
 MJ1272                          STATION RECOVERY (1953)
 MJ1272
 MJ1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWO)
 MJ1272'THE INTERSECTION STATION HAS BEEN DESTROYED.
 MJ1272
 MJ1272                          STATION RECOVERY (1961)
 MJ1272
 MJ1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ1272'THE STATION HAS BEEN DESTROYED.  A NEW AIRPORT BEACON HAS BEEN
 MJ1272'BUILT ON THE TOP CENTER OF THE AIRPORT CONTROL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1283 ***********************************************************************
 MJ1283  DESIGNATION -  OMAHA NATL BANK BLDG TIP FLAG
 MJ1283  PID         -  MJ1283
 MJ1283  STATE/COUNTY-  NE/DOUGLAS
 MJ1283  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1283
 MJ1283                         *CURRENT SURVEY CONTROL
 MJ1283  ___________________________________________________________________
 MJ1283* NAD 83(1995)-  41 15 28.43711(N)    095 56 17.15238(W)     ADJUSTED  
 MJ1283* NAVD 88     -                                                        
 MJ1283  ___________________________________________________________________
 MJ1283  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 MJ1283  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 MJ1283
 MJ1283  HORZ ORDER  -  THIRD
 MJ1283
 MJ1283.The horizontal coordinates were established by classical geodetic methods
 MJ1283.and adjusted by the National Geodetic Survey in August 1997..
 MJ1283
 MJ1283
 MJ1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1283
 MJ1283.The geoid height was determined by GEOID03.
 MJ1283
 MJ1283;                    North         East     Units Scale Factor Converg.
 MJ1283;SPC NE       -   166,155.479   840,175.103   MT  0.99966791   +2 41 30.5
 MJ1283;SPC IA S     -   142,551.372   295,709.038   MT  0.99994886   -1 36 21.5
 MJ1283;UTM  15      - 4,571,550.803   253,852.893   MT  1.00034573   -1 56 18.6
 MJ1283;UTM  14      - 4,571,909.310   756,520.416   MT  1.00040992   +2 01 13.0
 MJ1283
 MJ1283                          SUPERSEDED SURVEY CONTROL
 MJ1283
 MJ1283  NAD 83(1986)-  41 15 28.44580(N)    095 56 17.15240(W) AD(       ) 4
 MJ1283  NAD 27      -  41 15 28.45100(N)    095 56 16.10100(W) AD(       ) 3
 MJ1283
 MJ1283.Superseded values are not recommended for survey control.
 MJ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1283.See file dsdata.txt to determine how the superseded data were derived.
 MJ1283
 MJ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5385371551(NAD 83)
 MJ1283_MARKER: 62 = FLAGPOLE
 MJ1283
 MJ1283  HISTORY     - Date     Condition        Report By
 MJ1283  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1283
 MJ1283                          STATION DESCRIPTION
 MJ1283
 MJ1283'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1270 ***********************************************************************
 MJ1270  DESIGNATION -  OMAHA NEBR DEAF SCH C OF STK
 MJ1270  PID         -  MJ1270
 MJ1270  STATE/COUNTY-  NE/DOUGLAS
 MJ1270  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1270
 MJ1270                         *CURRENT SURVEY CONTROL
 MJ1270  ___________________________________________________________________
 MJ1270* NAD 83(1995)-  41 17 12.69468(N)    095 58 39.10385(W)     ADJUSTED  
 MJ1270* NAVD 88     -                                                        
 MJ1270  ___________________________________________________________________
 MJ1270  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 MJ1270  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 MJ1270
 MJ1270  HORZ ORDER  -  THIRD
 MJ1270
 MJ1270.The horizontal coordinates were established by classical geodetic methods
 MJ1270.and adjusted by the National Geodetic Survey in August 1997..
 MJ1270
 MJ1270
 MJ1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1270
 MJ1270.The geoid height was determined by GEOID03.
 MJ1270
 MJ1270;                    North         East     Units Scale Factor Converg.
 MJ1270;SPC NE       -   169,212.860   836,725.708   MT  0.99966586   +2 39 56.4
 MJ1270;SPC IA S     -   145,859.584   292,497.553   MT  0.99994949   -1 37 55.0
 MJ1270;UTM  15      - 4,574,878.982   250,659.399   MT  1.00036520   -1 57 56.4
 MJ1270;UTM  14      - 4,575,009.141   753,104.558   MT  1.00038848   +1 59 43.3
 MJ1270
 MJ1270                          SUPERSEDED SURVEY CONTROL
 MJ1270
 MJ1270  NAD 83(1986)-  41 17 12.70321(N)    095 58 39.10411(W) AD(       ) 4
 MJ1270  NAD 27      -  41 17 12.70900(N)    095 58 38.04900(W) AD(       ) 3
 MJ1270
 MJ1270.Superseded values are not recommended for survey control.
 MJ1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1270.See file dsdata.txt to determine how the superseded data were derived.
 MJ1270
 MJ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5065974879(NAD 83)
 MJ1270_MARKER: 63 = STACK
 MJ1270
 MJ1270  HISTORY     - Date     Condition        Report By
 MJ1270  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1270
 MJ1270                          STATION DESCRIPTION
 MJ1270
 MJ1270'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1228 ***********************************************************************
 MJ1228  DESIGNATION -  OMAHA O AND C B ST RY SHOPS TK
 MJ1228  PID         -  MJ1228
 MJ1228  STATE/COUNTY-  NE/DOUGLAS
 MJ1228  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1228
 MJ1228                         *CURRENT SURVEY CONTROL
 MJ1228  ___________________________________________________________________
 MJ1228* NAD 83(1995)-  41 13 48.47373(N)    095 56 52.89306(W)     ADJUSTED  
 MJ1228* NAVD 88     -                                                        
 MJ1228  ___________________________________________________________________
 MJ1228  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 MJ1228  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MJ1228
 MJ1228  HORZ ORDER  -  THIRD
 MJ1228
 MJ1228.The horizontal coordinates were established by classical geodetic methods
 MJ1228.and adjusted by the National Geodetic Survey in August 1997..
 MJ1228
 MJ1228
 MJ1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1228
 MJ1228.The geoid height was determined by GEOID03.
 MJ1228
 MJ1228;                    North         East     Units Scale Factor Converg.
 MJ1228;SPC NE       -   163,037.038   839,488.694   MT  0.99967011   +2 41 06.8
 MJ1228;SPC IA S     -   139,492.284   294,790.607   MT  0.99994850   -1 36 45.1
 MJ1228;UTM  15      - 4,568,495.866   252,916.378   MT  1.00035142   -1 56 38.3
 MJ1228;UTM  14      - 4,568,796.837   755,796.941   MT  1.00040536   +2 00 45.4
 MJ1228
 MJ1228                          SUPERSEDED SURVEY CONTROL
 MJ1228
 MJ1228  NAD 83(1986)-  41 13 48.48246(N)    095 56 52.89268(W) AD(       ) 4
 MJ1228  NAD 27      -  41 13 48.48700(N)    095 56 51.83900(W) AD(       ) 3
 MJ1228
 MJ1228.Superseded values are not recommended for survey control.
 MJ1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1228.See file dsdata.txt to determine how the superseded data were derived.
 MJ1228
 MJ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5291668496(NAD 83)
 MJ1228_MARKER: 51 = TANK
 MJ1228
 MJ1228  HISTORY     - Date     Condition        Report By
 MJ1228  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1228  HISTORY     - 1980     GOOD             NGS
 MJ1228
 MJ1228                          STATION DESCRIPTION
 MJ1228
 MJ1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MJ1228'THE STATION, OMAHA, OMAHA COUNCIL BLUFFS STREET RAILWAY COMPANY TANK,
 MJ1228'WHICH WAS NOT PREVIOUSLY DESCRIBED, IS THE CENTER OF THE TOP OF AN
 MJ1228'ELEVATED WATER TANK THAT IS ABOUT 75 FEET TALL, CURRENTLY PAINTED
 MJ1228'BLACK WITH AN ORANGE TOP, THAT IS SUPPORTED BY 4 GIRDER TYPE-LEGS.  IT
 MJ1228'IS NOW OWNED BY THE MC KENZIE PONTIAC GMC INCORPORATED AND IS LOCATED
 MJ1228'AT THE MC KENZIE GMC TRUCK CENTER AT 2402 VINTON STREET IN OMAHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1279 ***********************************************************************
 MJ1279  DESIGNATION -  OMAHA PACIFIC ELEV CO WATER TK
 MJ1279  PID         -  MJ1279
 MJ1279  STATE/COUNTY-  NE/DOUGLAS
 MJ1279  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1279
 MJ1279                         *CURRENT SURVEY CONTROL
 MJ1279  ___________________________________________________________________
 MJ1279* NAD 83(1995)-  41 17 38.94632(N)    095 56 11.29369(W)     ADJUSTED  
 MJ1279* NAVD 88     -                                                        
 MJ1279  ___________________________________________________________________
 MJ1279  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 MJ1279  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 MJ1279
 MJ1279  HORZ ORDER  -  THIRD
 MJ1279
 MJ1279.The horizontal coordinates were established by classical geodetic methods
 MJ1279.and adjusted by the National Geodetic Survey in August 1997..
 MJ1279
 MJ1279
 MJ1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1279
 MJ1279.The geoid height was determined by GEOID03.
 MJ1279
 MJ1279;                    North         East     Units Scale Factor Converg.
 MJ1279;SPC NE       -   170,182.278   840,122.198   MT  0.99966539   +2 41 34.4
 MJ1279;SPC IA S     -   146,571.950   295,958.122   MT  0.99994969   -1 36 17.7
 MJ1279;UTM  15      - 4,575,571.454   254,125.463   MT  1.00034407   -1 56 19.7
 MJ1279;UTM  14      - 4,575,939.447   756,514.654   MT  1.00040987   +2 01 22.1
 MJ1279
 MJ1279                          SUPERSEDED SURVEY CONTROL
 MJ1279
 MJ1279  NAD 83(1986)-  41 17 38.95494(N)    095 56 11.29403(W) AD(       ) 4
 MJ1279  NAD 27      -  41 17 38.96300(N)    095 56 10.24200(W) AD(       ) 3
 MJ1279
 MJ1279.Superseded values are not recommended for survey control.
 MJ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1279.See file dsdata.txt to determine how the superseded data were derived.
 MJ1279
 MJ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5412575571(NAD 83)
 MJ1279
 MJ1279  HISTORY     - Date     Condition        Report By
 MJ1279  HISTORY     - 1961     MONUMENTED       CGS
 MJ1279  HISTORY     - 1961     GOOD             CGS
 MJ1279  HISTORY     - 1962     GOOD             CGS
 MJ1279  HISTORY     - 1970     GOOD             NGS
 MJ1279
 MJ1279                          STATION DESCRIPTION
 MJ1279
 MJ1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ1279'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 MJ1279'GOOD CONDITION.
 MJ1279
 MJ1279                          STATION RECOVERY (1962)
 MJ1279
 MJ1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 MJ1279'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 MJ1279'AND VERIFIED BY LOCAL INQUIRY.  NO PREVIOUS DESCRIPTION EXISTS
 MJ1279'AND A NEW DESCRIPTION FOLLOWS.
 MJ1279'
 MJ1279'THE STATION IS LOCATED IN THE NORTHERN SECTION OF OMAHA, 220
 MJ1279'FEET EAST OF 16TH STREET, AND BETWEEN LAIRD AND MANDERSON
 MJ1279'STREETS (3800 TO 3900 NORTH).
 MJ1279'
 MJ1279'THE STATION IS THE BALL ATOP THE CONE OF THE WATER TANK THAT
 MJ1279'IS MOUNTED ON A 4-LEGGED STEEL STRUCTURE THAT IS ABOUT 120
 MJ1279'FEET HIGH.  THE TANK AND THE STEEL STRUCTURE IS PAINTED BLACK
 MJ1279'IN COLOR.
 MJ1279
 MJ1279                          STATION RECOVERY (1970)
 MJ1279
 MJ1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 MJ1279'THE STATION WAS RECOVERED AS DECRIBED IN THE 1962 DESCRIPTION,
 MJ1279'
 MJ1279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHERN
 MJ1279'SECTION OF OMAHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1979 ***********************************************************************
 MK1979  DESIGNATION -  OMAHA RAD KOWH WAAW SE MAST
 MK1979  PID         -  MK1979
 MK1979  STATE/COUNTY-  NE/DOUGLAS
 MK1979  USGS QUAD   -  IRVINGTON (1984)
 MK1979
 MK1979                         *CURRENT SURVEY CONTROL
 MK1979  ___________________________________________________________________
 MK1979* NAD 83(1995)-  41 19 25.78566(N)    096 00 19.36031(W)     ADJUSTED  
 MK1979* NAVD 88     -                                                        
 MK1979  ___________________________________________________________________
 MK1979  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 MK1979  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 MK1979
 MK1979  HORZ ORDER  -  THIRD
 MK1979
 MK1979.The horizontal coordinates were established by classical geodetic methods
 MK1979.and adjusted by the National Geodetic Survey in August 1997..
 MK1979
 MK1979
 MK1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1979
 MK1979.The geoid height was determined by GEOID03.
 MK1979
 MK1979;                    North         East     Units Scale Factor Converg.
 MK1979;SPC NE       -   173,204.866   834,206.529   MT  0.99966362   +2 38 50.0
 MK1979;UTM  14      - 4,579,033.193   750,630.429   MT  1.00037313   +1 58 42.3
 MK1979;UTM  15      - 4,579,064.348   248,469.280   MT  1.00037870   -1 59 07.9
 MK1979
 MK1979                          SUPERSEDED SURVEY CONTROL
 MK1979
 MK1979  NAD 83(1986)-  41 19 25.79376(N)    096 00 19.36060(W) AD(       ) 4
 MK1979  NAD 27      -  41 19 25.80200(N)    096 00 18.30500(W) AD(       ) 3
 MK1979
 MK1979.Superseded values are not recommended for survey control.
 MK1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1979.See file dsdata.txt to determine how the superseded data were derived.
 MK1979
 MK1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5063079033(NAD 83)
 MK1979_MARKER: 42 = RADIO/TV MAST
 MK1979
 MK1979  HISTORY     - Date     Condition        Report By
 MK1979  HISTORY     - 1934     FIRST OBSERVED   CGS
 MK1979
 MK1979                          STATION DESCRIPTION
 MK1979
 MK1979'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1982 ***********************************************************************
 MK1982  DESIGNATION -  OMAHA RAD KOWH WAAW NW MAST
 MK1982  PID         -  MK1982
 MK1982  STATE/COUNTY-  NE/DOUGLAS
 MK1982  USGS QUAD   -  IRVINGTON (1984)
 MK1982
 MK1982                         *CURRENT SURVEY CONTROL
 MK1982  ___________________________________________________________________
 MK1982* NAD 83(1995)-  41 19 28.82077(N)    096 00 22.66836(W)     ADJUSTED  
 MK1982* NAVD 88     -                                                        
 MK1982  ___________________________________________________________________
 MK1982  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 MK1982  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 MK1982
 MK1982  HORZ ORDER  -  THIRD
 MK1982
 MK1982.The horizontal coordinates were established by classical geodetic methods
 MK1982.and adjusted by the National Geodetic Survey in August 1997..
 MK1982
 MK1982
 MK1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1982
 MK1982.The geoid height was determined by GEOID03.
 MK1982
 MK1982;                    North         East     Units Scale Factor Converg.
 MK1982;SPC NE       -   173,294.816   834,125.383   MT  0.99966357   +2 38 47.8
 MK1982;UTM  14      - 4,579,124.149   750,550.281   MT  1.00037264   +1 58 40.2
 MK1982;UTM  15      - 4,579,160.628   248,395.611   MT  1.00037916   -1 59 10.2
 MK1982
 MK1982                          SUPERSEDED SURVEY CONTROL
 MK1982
 MK1982  NAD 83(1986)-  41 19 28.82886(N)    096 00 22.66867(W) AD(       ) 4
 MK1982  NAD 27      -  41 19 28.83900(N)    096 00 21.61700(W) AD(       ) 3
 MK1982
 MK1982.Superseded values are not recommended for survey control.
 MK1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1982.See file dsdata.txt to determine how the superseded data were derived.
 MK1982
 MK1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5055079124(NAD 83)
 MK1982_MARKER: 42 = RADIO/TV MAST
 MK1982
 MK1982  HISTORY     - Date     Condition        Report By
 MK1982  HISTORY     - 1934     FIRST OBSERVED   CGS
 MK1982
 MK1982                          STATION DESCRIPTION
 MK1982
 MK1982'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1263 ***********************************************************************
 MJ1263  DESIGNATION -  OMAHA RAD STA WOW RAD MAST
 MJ1263  PID         -  MJ1263
 MJ1263  STATE/COUNTY-  NE/DOUGLAS
 MJ1263  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1263
 MJ1263                         *CURRENT SURVEY CONTROL
 MJ1263  ___________________________________________________________________
 MJ1263* NAD 83(1995)-  41 18 54.59631(N)    095 59 53.50792(W)     ADJUSTED  
 MJ1263* NAVD 88     -                                                        
 MJ1263  ___________________________________________________________________
 MJ1263  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 MJ1263  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 MJ1263
 MJ1263  HORZ ORDER  -  THIRD
 MJ1263
 MJ1263.The horizontal coordinates were established by classical geodetic methods
 MJ1263.and adjusted by the National Geodetic Survey in August 1997..
 MJ1263
 MJ1263
 MJ1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1263
 MJ1263.The geoid height was determined by GEOID03.
 MJ1263
 MJ1263;                    North         East     Units Scale Factor Converg.
 MJ1263;SPC NE       -   172,271.811   834,851.416   MT  0.99966411   +2 39 07.1
 MJ1263;SPC IA S     -   149,051.297   290,857.291   MT  0.99995035   -1 38 44.0
 MJ1263;UTM  15      - 4,578,081.557   249,037.106   MT  1.00037519   -1 58 49.6
 MJ1263;UTM  14      - 4,578,092.003   751,264.829   MT  1.00037705   +1 58 58.2
 MJ1263
 MJ1263                          SUPERSEDED SURVEY CONTROL
 MJ1263
 MJ1263  NAD 83(1986)-  41 18 54.60439(N)    095 59 53.50806(W) AD(       ) 4
 MJ1263  NAD 27      -  41 18 54.61700(N)    095 59 52.45900(W) AD(       ) 3
 MJ1263
 MJ1263.Superseded values are not recommended for survey control.
 MJ1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1263.See file dsdata.txt to determine how the superseded data were derived.
 MJ1263
 MJ1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4903778082(NAD 83)
 MJ1263_MARKER: 42 = RADIO/TV MAST
 MJ1263
 MJ1263  HISTORY     - Date     Condition        Report By
 MJ1263  HISTORY     - 1947     FIRST OBSERVED   CGS
 MJ1263
 MJ1263                          STATION DESCRIPTION
 MJ1263
 MJ1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1263'STATION IS LOCATED IN THE NORTHWEST SECTION OF OMAHA AND
 MJ1263'TO THE LEFT OR EAST OF NORTH 60TH AVE.  THE TOWER IS ABOUT 450
 MJ1263'FEET IN HEIGHT, SQUARE IN CONSTRUCTION BUT TAPERING AT THE TOP
 MJ1263'AND BOTTOM.  THE STEEL MAST IS PAINTED ORANGE AND WHITE WITH
 MJ1263'AN ORANGE BAND THE COLOR AT THE TOP.  THE POINT OF INTERSECTION
 MJ1263'WAS THE RED LIGHT AT THE TOP OF THE MAST.
 MJ1263'
 MJ1263'STATION MAY BE REACHED FROM THE POST OFFICE IN BENSON, A SUBURB
 MJ1263'IN THE NORTHWEST SECTION OF OMAHA, BY GOING EAST ON MILITARY
 MJ1263'AVE TO NORTH 60TH AVE..  THENCE LEFT OR NORTH ON NORTH 60 TH
 MJ1263'AVE. FOR 1.9 MILES TO THE STATION SITE ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0757 ***********************************************************************
 LG0757  DESIGNATION -  OMAHA SALT LAKE CITY AWY BN 82
 LG0757  PID         -  LG0757
 LG0757  STATE/COUNTY-  NE/SEWARD
 LG0757  USGS QUAD   -  SEWARD (1964)
 LG0757
 LG0757                         *CURRENT SURVEY CONTROL
 LG0757  ___________________________________________________________________
 LG0757* NAD 83(1995)-  40 54 06.60953(N)    097 07 12.76608(W)     ADJUSTED  
 LG0757* NAVD 88     -                                                        
 LG0757  ___________________________________________________________________
 LG0757  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 LG0757  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0757
 LG0757  HORZ ORDER  -  THIRD
 LG0757
 LG0757.The horizontal coordinates were established by classical geodetic methods
 LG0757.and adjusted by the National Geodetic Survey in August 1997..
 LG0757
 LG0757
 LG0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0757
 LG0757.The geoid height was determined by GEOID03.
 LG0757
 LG0757;                    North         East     Units Scale Factor Converg.
 LG0757;SPC NE       -   122,672.334   742,536.238   MT  0.99971377   +1 54 30.3
 LG0757;UTM  14      - 4,529,560.972   658,331.409   MT  0.99990855   +1 13 51.9
 LG0757
 LG0757                          SUPERSEDED SURVEY CONTROL
 LG0757
 LG0757  NAD 83(1986)-  40 54 06.61796(N)    097 07 12.76568(W) AD(       ) 4
 LG0757  NAD 27      -  40 54 06.58200(N)    097 07 11.63400(W) AD(       ) 3
 LG0757
 LG0757.Superseded values are not recommended for survey control.
 LG0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0757.See file dsdata.txt to determine how the superseded data were derived.
 LG0757
 LG0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5833129561(NAD 83)
 LG0757_MARKER: 22 = AIRWAY BEACON
 LG0757
 LG0757  HISTORY     - Date     Condition        Report By
 LG0757  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0757  HISTORY     - 20020805 MARK NOT FOUND   USPSQD
 LG0757
 LG0757                          STATION DESCRIPTION
 LG0757
 LG0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0757'POINT SIGHTED UPON WAS REVOLVING BEACON LIGHT ATOP AIR BEACON NO.
 LG0757'82, OMAHA SALT LAKE CITY LINE. TO REACH FROM COURTHOUSE IN SEWARD
 LG0757'GO W ON RT. 2 1.4 MI. TO BEACON ON RIGHT (N).  BEACON IS 50 FT.
 LG0757'N OF RT. 2, 50 FT. E OF DIRT ROAD, ABOUT 50 FT. HIGH.
 LG0757'
 LG0757'STATION OBSERVED UPON FROM SCHERER, EARNEST, CATTLE.
 LG0757
 LG0757                          STATION RECOVERY (2002)
 LG0757
 LG0757'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0757'SITE LOCATED.  NO BEACON EXISTS AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0796 ***********************************************************************
 LG0796  DESIGNATION -  OMAHA SALT LAKE CITY AWY BN 81
 LG0796  PID         -  LG0796
 LG0796  STATE/COUNTY-  NE/SEWARD
 LG0796  USGS QUAD   -  UTICA (1966)
 LG0796
 LG0796                         *CURRENT SURVEY CONTROL
 LG0796  ___________________________________________________________________
 LG0796* NAD 83(1995)-  40 53 40.96973(N)    097 20 38.90522(W)     ADJUSTED  
 LG0796* NAVD 88     -                                                        
 LG0796  ___________________________________________________________________
 LG0796  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 LG0796  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 LG0796
 LG0796  HORZ ORDER  -  THIRD
 LG0796
 LG0796.The horizontal coordinates were established by classical geodetic methods
 LG0796.and adjusted by the National Geodetic Survey in August 1997..
 LG0796
 LG0796
 LG0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0796
 LG0796.The geoid height was determined by GEOID03.
 LG0796
 LG0796;                    North         East     Units Scale Factor Converg.
 LG0796;SPC NE       -   121,278.248   723,707.485   MT  0.99971508   +1 45 36.1
 LG0796;UTM  14      - 4,528,389.134   639,484.513   MT  0.99983947   +1 05 03.2
 LG0796
 LG0796                          SUPERSEDED SURVEY CONTROL
 LG0796
 LG0796  NAD 83(1986)-  40 53 40.97843(N)    097 20 38.90544(W) AD(       ) 4
 LG0796  NAD 27      -  40 53 40.94200(N)    097 20 37.72200(W) AD(       ) 3
 LG0796
 LG0796.Superseded values are not recommended for survey control.
 LG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0796.See file dsdata.txt to determine how the superseded data were derived.
 LG0796
 LG0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3948528389(NAD 83)
 LG0796_MARKER: 22 = AIRWAY BEACON
 LG0796
 LG0796  HISTORY     - Date     Condition        Report By
 LG0796  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0796
 LG0796                          STATION DESCRIPTION
 LG0796
 LG0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0796'POINT SIGHTED UPON WAS REVOLVING BEACON LIGHT (OMAHA-SALT LAKE CITY
 LG0796'LINE) ATOP FARMERS COOPERATIVE ELEVATOR COMPANY CONCRETE ELEVATOR
 LG0796'IN UTICA.
 LG0796'
 LG0796'OBSERVED UPON FROM STATIONS CATTLE, SCHERER, EARNEST, BEAVER,
 LG0796'HROMAS, AND STODDARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0896 ***********************************************************************
 LG0896  DESIGNATION -  OMAHA SALT LAKE CITY AWY BN 80
 LG0896  PID         -  LG0896
 LG0896  STATE/COUNTY-  NE/YORK
 LG0896  USGS QUAD   -  YORK NORTH (1980)
 LG0896
 LG0896                         *CURRENT SURVEY CONTROL
 LG0896  ___________________________________________________________________
 LG0896* NAD 83(1995)-  40 53 13.09533(N)    097 35 51.97519(W)     ADJUSTED  
 LG0896* NAVD 88     -                                                        
 LG0896  ___________________________________________________________________
 LG0896  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 LG0896  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 LG0896
 LG0896  HORZ ORDER  -  THIRD
 LG0896
 LG0896.The horizontal coordinates were established by classical geodetic methods
 LG0896.and adjusted by the National Geodetic Survey in August 1997..
 LG0896
 LG0896
 LG0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0896
 LG0896.The geoid height was determined by GEOID03.
 LG0896
 LG0896;                    North         East     Units Scale Factor Converg.
 LG0896;SPC NE       -   119,794.032   702,373.431   MT  0.99971651   +1 35 31.0
 LG0896;UTM  14      - 4,527,156.206   618,132.557   MT  0.99977176   +0 55 04.7
 LG0896
 LG0896                          SUPERSEDED SURVEY CONTROL
 LG0896
 LG0896  NAD 83(1986)-  40 53 13.10365(N)    097 35 51.97515(W) AD(       ) 4
 LG0896  NAD 27      -  40 53 13.06300(N)    097 35 50.72100(W) AD(       ) 3
 LG0896
 LG0896.Superseded values are not recommended for survey control.
 LG0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0896.See file dsdata.txt to determine how the superseded data were derived.
 LG0896
 LG0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1813327156(NAD 83)
 LG0896_MARKER: 22 = AIRWAY BEACON
 LG0896
 LG0896  HISTORY     - Date     Condition        Report By
 LG0896  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0896
 LG0896                          STATION DESCRIPTION
 LG0896
 LG0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0896'POINT OBSERVED UPON IS REVOLVING LIGHT OF AIRWAY BEACON, LOCATED
 LG0896'IN YORK, NEBR.  NOT POSITIVE THAT 80 IS CORRECT NUMBER OF THIS
 LG0896'BEACON.
 LG0896'
 LG0896'OBSERVED UPON FROM STATIONS BEAVER, STODDARD, AND SCHERER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1288 ***********************************************************************
 MJ1288  DESIGNATION -  OMAHA SIOUX FALLS AMBER 4 BCN
 MJ1288  PID         -  MJ1288
 MJ1288  STATE/COUNTY-  NE/WASHINGTON
 MJ1288  USGS QUAD   -  LOVELAND (1994)
 MJ1288
 MJ1288                         *CURRENT SURVEY CONTROL
 MJ1288  ___________________________________________________________________
 MJ1288* NAD 83(1995)-  41 24 35.05839(N)    095 57 06.46755(W)     ADJUSTED  
 MJ1288* NAVD 88     -                                                        
 MJ1288  ___________________________________________________________________
 MJ1288  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 MJ1288  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 MJ1288
 MJ1288  HORZ ORDER  -  THIRD
 MJ1288
 MJ1288.The horizontal coordinates were established by classical geodetic methods
 MJ1288.and adjusted by the National Geodetic Survey in August 1997..
 MJ1288
 MJ1288
 MJ1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1288
 MJ1288.The geoid height was determined by GEOID03.
 MJ1288
 MJ1288;                    North         East     Units Scale Factor Converg.
 MJ1288;SPC NE       -   182,940.841   838,239.682   MT  0.99966000   +2 40 57.8
 MJ1288;SPC IA S     -   159,439.439   295,036.757   MT  0.99995500   -1 36 54.0
 MJ1288;UTM  15      - 4,588,449.208   253,279.275   MT  1.00034918   -1 57 12.3
 MJ1288;UTM  14      - 4,588,728.569   754,779.673   MT  1.00039893   +2 01 02.2
 MJ1288
 MJ1288                          SUPERSEDED SURVEY CONTROL
 MJ1288
 MJ1288  NAD 83(1986)-  41 24 35.06612(N)    095 57 06.46771(W) AD(       ) 4
 MJ1288  NAD 27      -  41 24 35.08200(N)    095 57 05.41800(W) AD(       ) 3
 MJ1288
 MJ1288.Superseded values are not recommended for survey control.
 MJ1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1288.See file dsdata.txt to determine how the superseded data were derived.
 MJ1288
 MJ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5327988449(NAD 83)
 MJ1288_MARKER: 22 = AIRWAY BEACON
 MJ1288
 MJ1288  HISTORY     - Date     Condition        Report By
 MJ1288  HISTORY     - 1947     FIRST OBSERVED   CGS
 MJ1288
 MJ1288                          STATION DESCRIPTION
 MJ1288
 MJ1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1288'STATION IS LOCATED ABOUT SIX MILES SOUTHEAST OF FT. CALHOUN
 MJ1288'AND 2-1/2 MILES EAST OF U.S. HIGHWAY 73.  IT IS ON A LOW
 MJ1288'HILL JUST WEST OF MR. LINNS FARM HOME.  THE BEACON IS OF
 MJ1288'STANDARD CONSTRUCTION, ABOUT 30 FEET HIGH.  THE BEACON
 MJ1288'LIGHT WAS INTERSECTED.
 MJ1288'
 MJ1288'THE STATION MAY BE REACHED FROM FT. CALHOUN BY GOING SOUTH AND
 MJ1288'EAST ON U.S. HIGHWAY 73 FOR 3.5 MILES (CROSSING RAILROAD TRACKS)
 MJ1288'TO DIRT ROAD TO THE EAST.  FOLLOW MAIN DIRT ROAD FOR 1.45 MILES
 MJ1288'TO WHITE FRAME SCHOOL HOUSE ON THE RIGHT.  CONTINUE STRAIGHT
 MJ1288'AHEAD FOR 0.6 MILE TO A FORK.  TAKE LEFT FORK AND FOLLOW MAIN
 MJ1288'ROAD TO A BRIDGE, 2.4 MILES.  TAKE LEFT FORK JUST BEFORE
 MJ1288'CROSSING BRIDGE AND GO 0.75 MILES TO MR. LINNS FARM HOME.
 MJ1288'THE STATION IS ON THE HILL WEST OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1229 ***********************************************************************
 MJ1229  DESIGNATION -  OMAHA ST JOSEPH CATH CH CROSS
 MJ1229  PID         -  MJ1229
 MJ1229  STATE/COUNTY-  NE/DOUGLAS
 MJ1229  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1229
 MJ1229                         *CURRENT SURVEY CONTROL
 MJ1229  ___________________________________________________________________
 MJ1229* NAD 83(1995)-  41 14 30.23302(N)    095 56 17.63246(W)     ADJUSTED  
 MJ1229* NAVD 88     -                                                        
 MJ1229  ___________________________________________________________________
 MJ1229  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 MJ1229  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 MJ1229
 MJ1229  HORZ ORDER  -  THIRD
 MJ1229
 MJ1229.The horizontal coordinates were established by classical geodetic methods
 MJ1229.and adjusted by the National Geodetic Survey in August 1997..
 MJ1229
 MJ1229
 MJ1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1229
 MJ1229.The geoid height was determined by GEOID03.
 MJ1229
 MJ1229;                    North         East     Units Scale Factor Converg.
 MJ1229;SPC NE       -   164,361.954   840,248.239   MT  0.99966916   +2 41 30.2
 MJ1229;SPC IA S     -   140,756.907   295,647.544   MT  0.99994862   -1 36 21.8
 MJ1229;UTM  15      - 4,569,756.012   253,780.967   MT  1.00034617   -1 56 16.7
 MJ1229;UTM  14      - 4,570,113.719   756,572.555   MT  1.00041025   +2 01 10.3
 MJ1229
 MJ1229                          SUPERSEDED SURVEY CONTROL
 MJ1229
 MJ1229  NAD 83(1986)-  41 14 30.24181(N)    095 56 17.63217(W) AD(       ) 4
 MJ1229  NAD 27      -  41 14 30.24600(N)    095 56 16.58100(W) AD(       ) 3
 MJ1229
 MJ1229.Superseded values are not recommended for survey control.
 MJ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1229.See file dsdata.txt to determine how the superseded data were derived.
 MJ1229
 MJ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5378169756(NAD 83)
 MJ1229_MARKER: 91 = CHURCH CROSS
 MJ1229
 MJ1229  HISTORY     - Date     Condition        Report By
 MJ1229  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1229  HISTORY     - 1961     GOOD             CGS
 MJ1229
 MJ1229                          STATION DESCRIPTION
 MJ1229
 MJ1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ1229'THE STATION WAS NOT PREVIOUSLY DESCRIBED.
 MJ1229'
 MJ1229'THE STATION IS THE CROSS ON THE WEST APEX OF THE ST. JOSEPHS
 MJ1229'CATHOLIC CHURCH BUILDING AT THE INTERSECTION OF CENTER STREET
 MJ1229'AND 17TH STREET IN TH SOUTH PART OF THE CITY OF OMAHA, NEBRASKA.
 MJ1229'
 MJ1229'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1278 ***********************************************************************
 MJ1278  DESIGNATION -  OMAHA STORTZ BREWING CO STK
 MJ1278  PID         -  MJ1278
 MJ1278  STATE/COUNTY-  NE/WASHINGTON
 MJ1278  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1278
 MJ1278                         *CURRENT SURVEY CONTROL
 MJ1278  ___________________________________________________________________
 MJ1278* NAD 83(1995)-  41 16 34.17535(N)    095 56 11.96547(W)     ADJUSTED  
 MJ1278* NAVD 88     -                                                        
 MJ1278  ___________________________________________________________________
 MJ1278  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 MJ1278  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 MJ1278
 MJ1278  HORZ ORDER  -  THIRD
 MJ1278
 MJ1278.The horizontal coordinates were established by classical geodetic methods
 MJ1278.and adjusted by the National Geodetic Survey in August 1997..
 MJ1278
 MJ1278
 MJ1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1278
 MJ1278.The geoid height was determined by GEOID03.
 MJ1278
 MJ1278;                    North         East     Units Scale Factor Converg.
 MJ1278;SPC NE       -   168,186.243   840,200.434   MT  0.99966659   +2 41 34.0
 MJ1278;SPC IA S     -   144,575.098   295,886.534   MT  0.99994923   -1 36 18.1
 MJ1278;UTM  15      - 4,573,574.265   254,042.218   MT  1.00034458   -1 56 17.7
 MJ1278;UTM  14      - 4,573,941.146   756,569.570   MT  1.00041022   +2 01 19.0
 MJ1278
 MJ1278                          SUPERSEDED SURVEY CONTROL
 MJ1278
 MJ1278  NAD 83(1986)-  41 16 34.18387(N)    095 56 11.96562(W) AD(       ) 4
 MJ1278  NAD 27      -  41 16 34.19000(N)    095 56 10.92000(W) AD(       ) 3
 MJ1278
 MJ1278.Superseded values are not recommended for survey control.
 MJ1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1278.See file dsdata.txt to determine how the superseded data were derived.
 MJ1278
 MJ1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5404273574(NAD 83)
 MJ1278_MARKER: 63 = STACK
 MJ1278
 MJ1278  HISTORY     - Date     Condition        Report By
 MJ1278  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1278
 MJ1278                          STATION DESCRIPTION
 MJ1278
 MJ1278'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1237 ***********************************************************************
 MJ1237  DESIGNATION -  OMAHA SUNKIST FLOUR CO TK FP
 MJ1237  PID         -  MJ1237
 MJ1237  STATE/COUNTY-  NE/WASHINGTON
 MJ1237  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1237
 MJ1237                         *CURRENT SURVEY CONTROL
 MJ1237  ___________________________________________________________________
 MJ1237* NAD 83(1995)-  41 13 59.41980(N)    095 57 11.71634(W)     ADJUSTED  
 MJ1237* NAVD 88     -                                                        
 MJ1237  ___________________________________________________________________
 MJ1237  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 MJ1237  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 MJ1237
 MJ1237  HORZ ORDER  -  THIRD
 MJ1237
 MJ1237.The horizontal coordinates were established by classical geodetic methods
 MJ1237.and adjusted by the National Geodetic Survey in August 1997..
 MJ1237
 MJ1237
 MJ1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1237
 MJ1237.The geoid height was determined by GEOID03.
 MJ1237
 MJ1237;                    North         East     Units Scale Factor Converg.
 MJ1237;SPC NE       -   163,353.720   839,035.142   MT  0.99966986   +2 40 54.4
 MJ1237;SPC IA S     -   139,842.163   294,361.943   MT  0.99994853   -1 36 57.5
 MJ1237;UTM  15      - 4,568,848.362   252,489.573   MT  1.00035402   -1 56 51.2
 MJ1237;UTM  14      - 4,569,119.058   755,346.807   MT  1.00040253   +2 00 33.4
 MJ1237
 MJ1237                          SUPERSEDED SURVEY CONTROL
 MJ1237
 MJ1237  NAD 83(1986)-  41 13 59.42846(N)    095 57 11.71596(W) AD(       ) 4
 MJ1237  NAD 27      -  41 13 59.43400(N)    095 57 10.66200(W) AD(       ) 3
 MJ1237
 MJ1237.Superseded values are not recommended for survey control.
 MJ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1237.See file dsdata.txt to determine how the superseded data were derived.
 MJ1237
 MJ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5249068848(NAD 83)
 MJ1237_MARKER: 51 = TANK
 MJ1237
 MJ1237  HISTORY     - Date     Condition        Report By
 MJ1237  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1237
 MJ1237                          STATION DESCRIPTION
 MJ1237
 MJ1237'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1264 ***********************************************************************
 MJ1264  DESIGNATION -  OMAHA TECH HIGH SCH CEN OF STK
 MJ1264  PID         -  MJ1264
 MJ1264  STATE/COUNTY-  NE/WASHINGTON
 MJ1264  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1264
 MJ1264                         *CURRENT SURVEY CONTROL
 MJ1264  ___________________________________________________________________
 MJ1264* NAD 83(1995)-  41 16 03.65177(N)    095 57 39.77250(W)     ADJUSTED  
 MJ1264* NAVD 88     -                                                        
 MJ1264  ___________________________________________________________________
 MJ1264  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 MJ1264  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 MJ1264
 MJ1264  HORZ ORDER  -  THIRD
 MJ1264
 MJ1264.The horizontal coordinates were established by classical geodetic methods
 MJ1264.and adjusted by the National Geodetic Survey in August 1997..
 MJ1264
 MJ1264
 MJ1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1264
 MJ1264.The geoid height was determined by GEOID03.
 MJ1264
 MJ1264;                    North         East     Units Scale Factor Converg.
 MJ1264;SPC NE       -   167,150.252   838,203.777   MT  0.99966719   +2 40 35.8
 MJ1264;SPC IA S     -   143,691.399   293,817.271   MT  0.99994905   -1 37 15.9
 MJ1264;UTM  15      - 4,572,702.260   251,967.019   MT  1.00035720   -1 57 14.5
 MJ1264;UTM  14      - 4,572,927.861   754,559.438   MT  1.00039758   +2 00 19.8
 MJ1264
 MJ1264                          SUPERSEDED SURVEY CONTROL
 MJ1264
 MJ1264  NAD 83(1986)-  41 16 03.66015(N)    095 57 39.77252(W) AD(       ) 4
 MJ1264  NAD 27      -  41 16 03.67000(N)    095 57 38.72000(W) AD(       ) 3
 MJ1264
 MJ1264.Superseded values are not recommended for survey control.
 MJ1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1264.See file dsdata.txt to determine how the superseded data were derived.
 MJ1264
 MJ1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5196772702(NAD 83)
 MJ1264_MARKER: 63 = STACK
 MJ1264
 MJ1264  HISTORY     - Date     Condition        Report By
 MJ1264  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1264
 MJ1264                          STATION DESCRIPTION
 MJ1264
 MJ1264'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1277 ***********************************************************************
 MJ1277  DESIGNATION -  OMAHA US PO TOP OF DOME
 MJ1277  PID         -  MJ1277
 MJ1277  STATE/COUNTY-  NE/DOUGLAS
 MJ1277  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1277
 MJ1277                         *CURRENT SURVEY CONTROL
 MJ1277  ___________________________________________________________________
 MJ1277* NAD 83(1995)-  41 15 36.61263(N)    095 56 15.02367(W)     ADJUSTED  
 MJ1277* NAVD 88     -                                                        
 MJ1277  ___________________________________________________________________
 MJ1277  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 MJ1277  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 MJ1277
 MJ1277  HORZ ORDER  -  THIRD
 MJ1277
 MJ1277.The horizontal coordinates were established by classical geodetic methods
 MJ1277.and adjusted by the National Geodetic Survey in August 1997..
 MJ1277
 MJ1277
 MJ1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1277
 MJ1277.The geoid height was determined by GEOID03.
 MJ1277
 MJ1277;                    North         East     Units Scale Factor Converg.
 MJ1277;SPC NE       -   166,409.656   840,212.744   MT  0.99966774   +2 41 31.9
 MJ1277;SPC IA S     -   142,802.084   295,765.638   MT  0.99994890   -1 36 20.1
 MJ1277;UTM  15      - 4,571,801.281   253,910.970   MT  1.00034538   -1 56 17.5
 MJ1277;UTM  14      - 4,572,163.216   756,561.064   MT  1.00041017   +2 01 14.7
 MJ1277
 MJ1277                          SUPERSEDED SURVEY CONTROL
 MJ1277
 MJ1277  NAD 83(1986)-  41 15 36.62133(N)    095 56 15.02361(W) AD(       ) 4
 MJ1277  NAD 27      -  41 15 36.62800(N)    095 56 13.97400(W) AD(       ) 3
 MJ1277
 MJ1277.Superseded values are not recommended for survey control.
 MJ1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1277.See file dsdata.txt to determine how the superseded data were derived.
 MJ1277
 MJ1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5391171801(NAD 83)
 MJ1277_MARKER: 87 = DOME
 MJ1277
 MJ1277  HISTORY     - Date     Condition        Report By
 MJ1277  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1277  HISTORY     - 1945     GOOD             CGS
 MJ1277  HISTORY     - 1947     GOOD             CGS
 MJ1277  HISTORY     - 1959     GOOD             CGS
 MJ1277
 MJ1277                          STATION DESCRIPTION
 MJ1277
 MJ1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCM)
 MJ1277'SPIRE ON TOP OF CLOCK TOWER IN CENTER OF CENTRAL POST OFFICE,
 MJ1277'OMAHA.  THE BUILDING OCCUPIES A CITY BLOCK BOUNDED BY SIXTEENTH
 MJ1277'AND SEVENTEENTH STREETS ON THE E AND W, AND BY CAPITOL AVENUE
 MJ1277'AND DODGE STREET ON THE N AND S.  CLOCK TOWER HAS SLATE ROOF
 MJ1277'AND SPIRE IS MADE OF COPPER WEATHERED GREEN.
 MJ1277
 MJ1277                          STATION RECOVERY (1947)
 MJ1277
 MJ1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1277'STATION IS LOCATED IN DOWNTOWN OMAHA AT THE CORNER OF DODGE
 MJ1277'ST. AND NORTH 16TH STREET.  THE LARGE BUILDING IS OF STONE,
 MJ1277'DARK GRAY IN COLOR WITH A BLACK ROOF TRIMMED IN GREEN AND THE
 MJ1277'TOP SURMOUNTED BY A GREEN DOME WITH A FLARE AT THE TOP AND A
 MJ1277'ROD EXTENDING OUT ITS TOP.  THIS WAS USED AS THE POINT OF
 MJ1277'INTERSECTION.  THE TOTAL HEIGHT OF THE CONSTRUCTION IS ABOUT
 MJ1277'250 FEET.
 MJ1277'
 MJ1277'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1934.
 MJ1277
 MJ1277                          STATION RECOVERY (1959)
 MJ1277
 MJ1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 MJ1277'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1262 ***********************************************************************
 MJ1262  DESIGNATION -  OMAHA WOW BLDG WOW SW RAD MAST
 MJ1262  PID         -  MJ1262
 MJ1262  STATE/COUNTY-  NE/DOUGLAS
 MJ1262  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1262
 MJ1262                         *CURRENT SURVEY CONTROL
 MJ1262  ___________________________________________________________________
 MJ1262* NAD 83(1995)-  41 15 25.63276(N)    095 56 03.50104(W)     ADJUSTED  
 MJ1262* NAVD 88     -                                                        
 MJ1262  ___________________________________________________________________
 MJ1262  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 MJ1262  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 MJ1262
 MJ1262  HORZ ORDER  -  THIRD
 MJ1262
 MJ1262.The horizontal coordinates were established by classical geodetic methods
 MJ1262.and adjusted by the National Geodetic Survey in August 1997..
 MJ1262
 MJ1262
 MJ1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1262
 MJ1262.The geoid height was determined by GEOID03.
 MJ1262
 MJ1262;                    North         East     Units Scale Factor Converg.
 MJ1262;SPC NE       -   166,084.016   840,496.509   MT  0.99966797   +2 41 39.6
 MJ1262;SPC IA S     -   142,455.998   296,024.273   MT  0.99994885   -1 36 12.5
 MJ1262;UTM  15      - 4,571,453.562   254,167.694   MT  1.00034382   -1 56 09.5
 MJ1262;UTM  14      - 4,571,834.029   756,841.200   MT  1.00041194   +2 01 21.9
 MJ1262
 MJ1262                          SUPERSEDED SURVEY CONTROL
 MJ1262
 MJ1262  NAD 83(1986)-  41 15 25.64154(N)    095 56 03.50097(W) AD(       ) 4
 MJ1262  NAD 27      -  41 15 25.64700(N)    095 56 02.45000(W) AD(       ) 3
 MJ1262
 MJ1262.Superseded values are not recommended for survey control.
 MJ1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1262.See file dsdata.txt to determine how the superseded data were derived.
 MJ1262
 MJ1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5416871454(NAD 83)
 MJ1262_MARKER: 42 = RADIO/TV MAST
 MJ1262
 MJ1262  HISTORY     - Date     Condition        Report By
 MJ1262  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1262
 MJ1262                          STATION DESCRIPTION
 MJ1262
 MJ1262'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1267 ***********************************************************************
 MJ1267  DESIGNATION -  OMAHA WOW BLDG WOW NE RAD MAST
 MJ1267  PID         -  MJ1267
 MJ1267  STATE/COUNTY-  NE/DOUGLAS
 MJ1267  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1267
 MJ1267                         *CURRENT SURVEY CONTROL
 MJ1267  ___________________________________________________________________
 MJ1267* NAD 83(1995)-  41 15 26.65786(N)    095 56 02.41713(W)     ADJUSTED  
 MJ1267* NAVD 88     -                                                        
 MJ1267  ___________________________________________________________________
 MJ1267  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 MJ1267  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 MJ1267
 MJ1267  HORZ ORDER  -  THIRD
 MJ1267
 MJ1267.The horizontal coordinates were established by classical geodetic methods
 MJ1267.and adjusted by the National Geodetic Survey in August 1997..
 MJ1267
 MJ1267
 MJ1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1267
 MJ1267.The geoid height was determined by GEOID03.
 MJ1267
 MJ1267;                    North         East     Units Scale Factor Converg.
 MJ1267;SPC NE       -   166,116.781   840,520.220   MT  0.99966795   +2 41 40.3
 MJ1267;SPC IA S     -   142,486.902   296,050.380   MT  0.99994885   -1 36 11.8
 MJ1267;UTM  15      - 4,571,484.326   254,193.990   MT  1.00034366   -1 56 08.8
 MJ1267;UTM  14      - 4,571,866.538   756,865.311   MT  1.00041210   +2 01 22.6
 MJ1267
 MJ1267                          SUPERSEDED SURVEY CONTROL
 MJ1267
 MJ1267  NAD 83(1986)-  41 15 26.66661(N)    095 56 02.41708(W) AD(       ) 4
 MJ1267  NAD 27      -  41 15 26.67100(N)    095 56 01.36900(W) AD(       ) 3
 MJ1267
 MJ1267.Superseded values are not recommended for survey control.
 MJ1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1267.See file dsdata.txt to determine how the superseded data were derived.
 MJ1267
 MJ1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5419471484(NAD 83)
 MJ1267_MARKER: 42 = RADIO/TV MAST
 MJ1267
 MJ1267  HISTORY     - Date     Condition        Report By
 MJ1267  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1267
 MJ1267                          STATION DESCRIPTION
 MJ1267
 MJ1267'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1259 ***********************************************************************
 MJ1259  DESIGNATION -  OMAHA ZION LUTHERAN CH CROSS
 MJ1259  PID         -  MJ1259
 MJ1259  STATE/COUNTY-  NE/DOUGLAS
 MJ1259  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1259
 MJ1259                         *CURRENT SURVEY CONTROL
 MJ1259  ___________________________________________________________________
 MJ1259* NAD 83(1995)-  41 16 16.69291(N)    095 57 58.63434(W)     ADJUSTED  
 MJ1259* NAVD 88     -                                                        
 MJ1259  ___________________________________________________________________
 MJ1259  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 MJ1259  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MJ1259
 MJ1259  HORZ ORDER  -  THIRD
 MJ1259
 MJ1259.The horizontal coordinates were established by classical geodetic methods
 MJ1259.and adjusted by the National Geodetic Survey in August 1997..
 MJ1259
 MJ1259
 MJ1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1259
 MJ1259.The geoid height was determined by GEOID03.
 MJ1259
 MJ1259;                    North         East     Units Scale Factor Converg.
 MJ1259;SPC NE       -   167,531.514   837,746.615   MT  0.99966693   +2 40 23.3
 MJ1259;SPC IA S     -   144,105.966   293,389.845   MT  0.99994912   -1 37 28.4
 MJ1259;UTM  15      - 4,573,119.474   251,541.836   MT  1.00035980   -1 57 27.5
 MJ1259;UTM  14      - 4,573,314.733   754,106.442   MT  1.00039474   +2 00 07.9
 MJ1259
 MJ1259                          SUPERSEDED SURVEY CONTROL
 MJ1259
 MJ1259  NAD 83(1986)-  41 16 16.70164(N)    095 57 58.63442(W) AD(       ) 4
 MJ1259  NAD 27      -  41 16 16.70700(N)    095 57 57.58100(W) AD(       ) 3
 MJ1259
 MJ1259.Superseded values are not recommended for survey control.
 MJ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1259.See file dsdata.txt to determine how the superseded data were derived.
 MJ1259
 MJ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5154273119(NAD 83)
 MJ1259_MARKER: 91 = CHURCH CROSS
 MJ1259
 MJ1259  HISTORY     - Date     Condition        Report By
 MJ1259  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1259
 MJ1259                          STATION DESCRIPTION
 MJ1259
 MJ1259'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1960 ***********************************************************************
 MK1960  DESIGNATION -  OMAHA/SIOUX FALLS AMBER 4 BN 3
 MK1960  PID         -  MK1960
 MK1960  STATE/COUNTY-  NE/BURT
 MK1960  USGS QUAD   -  TEKAMAH (1983)
 MK1960
 MK1960                         *CURRENT SURVEY CONTROL
 MK1960  ___________________________________________________________________
 MK1960* NAD 83(1995)-  41 49 18.67129(N)    096 07 44.67173(W)     ADJUSTED  
 MK1960* NAVD 88     -                                                        
 MK1960  ___________________________________________________________________
 MK1960  LAPLACE CORR-          -8.72  (seconds)                    DEFLEC99
 MK1960  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 MK1960
 MK1960  HORZ ORDER  -  THIRD
 MK1960
 MK1960.The horizontal coordinates were established by classical geodetic methods
 MK1960.and adjusted by the National Geodetic Survey in August 1997..
 MK1960
 MK1960
 MK1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1960
 MK1960.The geoid height was determined by GEOID03.
 MK1960
 MK1960;                    North         East     Units Scale Factor Converg.
 MK1960;SPC NE       -   227,973.036   821,389.690   MT  0.99967376   +2 33 54.9
 MK1960;UTM  14      - 4,633,982.210   738,436.371   MT  1.00029964   +1 54 55.0
 MK1960
 MK1960                          SUPERSEDED SURVEY CONTROL
 MK1960
 MK1960  NAD 83(1986)-  41 49 18.67461(N)    096 07 44.67095(W) AD(       ) 4
 MK1960  NAD 27      -  41 49 18.72200(N)    096 07 43.61600(W) AD(       ) 3
 MK1960
 MK1960.Superseded values are not recommended for survey control.
 MK1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1960.See file dsdata.txt to determine how the superseded data were derived.
 MK1960
 MK1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3843633982(NAD 83)
 MK1960_MARKER: 22 = AIRWAY BEACON
 MK1960
 MK1960  HISTORY     - Date     Condition        Report By
 MK1960  HISTORY     - 1948     FIRST OBSERVED   CGS
 MK1960
 MK1960                          STATION DESCRIPTION
 MK1960
 MK1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1960'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF THE VILLAGE OF
 MK1960'TEKAMAH AND 1 MILE WEST OF THE MISSOURI RIVER.  STATION IS
 MK1960'A STANDARD DIRECTIONAL AIRWAY BEACON WITH A REVOLVING WHITE
 MK1960'LIGHT AND CODE-FLASHING RED LIGHTS.  (CODE SIGNAL, ...-)
 MK1960'THE LIGHTS ARE MOUNTED ON A TOWER WHICH IS ABOUT 45 FEET IN
 MK1960'HEIGHT AND PAINTED WITH ALTERNATE BANDS OF RED AND WHITE.
 MK1960'
 MK1960'STATION WAS REACHED FROM THE COURT HOUSE IN TEKAMAH BY GOING
 MK1960'EAST AND NORTH ON THE MAIN TRAVELED ROAD FOR 5.2 MILES TO A
 MK1960'CROSS ROADS.  CONTINUE NORTH FOR 2.9 MILES TO A T-INTERSECTION,
 MK1960'THENCE EAST OR RIGHT FOR 0.1 MILE TO THE STATION ON THE LEFT,
 MK1960'ABOUT 50 FEET NORTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0828 ***********************************************************************
 NN0828  SACS        -  This is a Secondary Airport Control Station.
 NN0828  DESIGNATION -  ONEILLPORT
 NN0828  PID         -  NN0828
 NN0828  STATE/COUNTY-  NE/HOLT
 NN0828  USGS QUAD   -  O'NEILL (1986)
 NN0828
 NN0828                         *CURRENT SURVEY CONTROL
 NN0828  ___________________________________________________________________
 NN0828* NAD 83(1995)-  42 28 01.29136(N)    098 41 06.05625(W)     ADJUSTED  
 NN0828* NAVD 88     -       618.38   (meters)    2028.8    (feet)  GPS OBS   
 NN0828  ___________________________________________________________________
 NN0828  X           -    -711,608.678 (meters)                     COMP
 NN0828  Y           -  -4,658,531.462 (meters)                     COMP
 NN0828  Z           -   4,284,414.547 (meters)                     COMP
 NN0828  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 NN0828  ELLIP HEIGHT-         594.09  (meters)          (12/11/01) GPS OBS
 NN0828  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 NN0828
 NN0828  HORZ ORDER  -  FIRST
 NN0828  ELLP ORDER  -  FIFTH     CLASS II
 NN0828
 NN0828.This mark is at O'neill Mun-John Baker Fld Airport (ONL)
 NN0828
 NN0828.The horizontal coordinates were established by GPS observations
 NN0828.and adjusted by the National Geodetic Survey in September 1997..
 NN0828
 NN0828.The orthometric height was determined by GPS observations and a
 NN0828.high-resolution geoid model.
 NN0828
 NN0828.GPS derived orthometric heights for airport stations designated as
 NN0828.PACS or SACS are published to 2 decimal places.  This maintains
 NN0828.centimeter relative accuracy between the PACS and SACS.  It does
 NN0828.not indicate centimeter accuracy relative to other marks which are
 NN0828.part of the NAVD 88 network.
 NN0828
 NN0828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0828
 NN0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0828
 NN0828.The ellipsoidal height was determined by GPS observations
 NN0828.and is referenced to NAD 83.
 NN0828
 NN0828.The geoid height was determined by GEOID03.
 NN0828
 NN0828;                    North         East     Units Scale Factor Converg.
 NN0828;SPC NE       -   293,243.016   608,121.335   MT  0.99979945   +0 52 17.2
 NN0828;UTM  14      - 4,701,679.693   525,894.654   MT  0.99960825   +0 12 45.6
 NN0828
 NN0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0828!SPC NE       -   0.99990684  x   0.99979945  =   0.99970630
 NN0828!UTM  14      -   0.99990684  x   0.99960825  =   0.99951512
 NN0828
 NN0828|---------------------------------------------------------------------|
 NN0828| PID    Reference Object                     Distance      Geod. Az  |
 NN0828|                                                           dddmmss.s |
 NN0828| NN0831 ONEILLPORT AZ MK                    386.889 METERS 32447     |
 NN0828|---------------------------------------------------------------------|
 NN0828
 NN0828                          SUPERSEDED SURVEY CONTROL
 NN0828
 NN0828  ELLIP H (09/22/97)  594.13   (m)                       GP(       ) 5 2
 NN0828  NAD 83(1995)-  42 28 01.29097(N)    098 41 06.06285(W) AD(       ) 1
 NN0828  ELLIP H (08/18/97)  594.11   (m)                       GP(       ) 4 1
 NN0828  NAD 83(1986)-  42 28 01.29661(N)    098 41 06.07265(W) AD(       ) 1
 NN0828  NGVD 29 (02/23/90)  618.3    (m)         2029.     (f) GPS OBS        
 NN0828
 NN0828.Superseded values are not recommended for survey control.
 NN0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0828.See file dsdata.txt to determine how the superseded data were derived.
 NN0828
 NN0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2589501680(NAD 83)
 NN0828_MARKER: I = METAL ROD
 NN0828_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NN0828_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NN0828_STAMPING: ONEILLPORT 1989
 NN0828_MARK LOGO: NGS   
 NN0828_PROJECTION: FLUSH
 NN0828_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0828+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1997
 NN0828_ROD/PIPE-DEPTH: 10.4 meters
 NN0828_SLEEVE-DEPTH  : 1.0 meters
 NN0828
 NN0828  HISTORY     - Date     Condition        Report By
 NN0828  HISTORY     - 1989     MONUMENTED       NGS
 NN0828  HISTORY     - 19950630 GOOD             NGS
 NN0828  HISTORY     - 19970630 GOOD             NGS
 NN0828
 NN0828                          STATION DESCRIPTION
 NN0828
 NN0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NN0828'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST-NORTHWEST OF
 NN0828'ONEILL, 0.88 KM (0.55 MI) NORTH OF US HIGHWAY 20, AT THE ONEILL
 NN0828'MUNICIPAL AIRPORT, AT THE JUNCTION OF A TAXIWAY AND RUNWAY 13-31.
 NN0828'OWNERSHIP--ONEILL AIRPORT AUTHORITY, ONEILL, NEBRASKA 68763.  AIRPORT
 NN0828'MANAGER IS TODD MITCHELL, TELPHONE 402-336-4616 OR 775-2528.
 NN0828'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20 AND 281 NORTH
 NN0828'ON THE WEST SIDE OF ONEILL, GO WEST ON US HIGHWAY 20 FOR 2.4 KM
 NN0828'(1.50 MI) TO JOHN BAKER ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 NN0828'JOHN BAKER ROAD FOR 0.88 KM (0.55 MI) TO A DIRT LANE, BEFORE REACHING
 NN0828'THE AIRPORT OFFICE AT THE ROAD END.  TURN LEFT ON THE DIRT LANE AND
 NN0828'GO WEST THEN NORTH OF THE OFFICE BULIDING, CROSSING AN APRON TO THE
 NN0828'JUNCTION OF A TAXIWAY AND RUNWAY 13-31, AND THE STATION ON THE RIGHT.
 NN0828'THE STATION MARK IS SET 21.7 M (71.2 FT) SOUTHWEST OF THE RUNWAY
 NN0828'CENTERLINE, 16.6 M (54.5 FT) SOUTHEAST OF THE TAXIWAY APPROACH
 NN0828'CENTERLINE AND 7.8 M (25.6 FT) WEST-SOUTHWEST OF A PURPLE TAXIWAY
 NN0828'LIGHT.
 NN0828'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NN0828'DESCRIBED BY R.D.BALL.
 NN0828
 NN0828                          STATION RECOVERY (1995)
 NN0828
 NN0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NN0828'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-SOUTHEAST OF EMMET,
 NN0828'2.0 MI (3.2 KM) WEST-NORTHWEST OF ONEILL, AT THE ONEILL MUNICIPAL/JOHN
 NN0828'BAKER FIELD AND NEAR THE JUNCTION OF A CONNECTOR TAXIWAY AND THE
 NN0828'RUNWAY NORTHEAST OF THE AIRPORT OFFICE. OWNERSHIP--ONEILL AIRPORT
 NN0828'AUTHORITY, PO BOX 31, ONEILL NE 68763. AIRPORT MANAGER IS PERRY
 NN0828'KITCHENS, PHONE (402) 336-3377.  TO REACH THE STATION FROM THE
 NN0828'JUNCTION OF US HIGHWAYS 20 AND 281 NORTH ON THE WEST SIDE OF ONEILL,
 NN0828'GO WEST ON US HIGHWAY 20 FOR 1.5 MI (2.4 KM) TO A PAVED ROAD RIGHT,
 NN0828'TURN RIGHT AND GO NORTH ON JOHN BAKER ROAD FOR 0.5 MI (0.8 KM) TO AN
 NN0828'INTERSECTION AND A FORK LEFT, BEAR LEFT ON THE GRAVEL ROAD THEN PAVED
 NN0828'LANE FOR 0.1 MI (0.2 KM) TO THE MAIN APRON, TURN RIGHT AND GO
 NN0828'NORTHEAST ACROSS THE APRON THEN ON A CONNECTOR TAXIWAY FOR 0.1 MI (0.2
 NN0828'KM) TO THE RUNWAY AND THE STATION ON THE RIGHT.  THE STATION IS 112.8
 NN0828'FT (34.4 M) NORTH-NORTHWEST OF THE NORTH CORNER OF A CONCRETE PAD FOR
 NN0828'A PLASI LIGHT BOX, 89.3 FT (27.2 M) NORTHEAST OF THE SOUTHEAST END OF
 NN0828'A CULVERT UNDER THE CONNECTOR TAXIWAY, 71.2 FT (21.7 M) SOUTHWEST OF
 NN0828'THE RUNWAY CENTER, 54.5 FT (16.6 M) SOUTHEAST OF THE CONNECTOR TAXIWAY
 NN0828'CENTER AND 25.6 FT (7.8 M) WEST-SOUTHWEST OF A TAXIWAY LIGHT.  THIS
 NN0828'STATION TO BE USED AS SACS.
 NN0828
 NN0828                          STATION RECOVERY (1997)
 NN0828
 NN0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 NN0828'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0831 ***********************************************************************
 NN0831  SACS        -  This is a Secondary Airport Control Station.
 NN0831  DESIGNATION -  ONEILLPORT AZ MK
 NN0831  PID         -  NN0831
 NN0831  STATE/COUNTY-  NE/HOLT
 NN0831  USGS QUAD   -  O'NEILL (1986)
 NN0831
 NN0831                         *CURRENT SURVEY CONTROL
 NN0831  ___________________________________________________________________
 NN0831* NAD 83(1995)-  42 28 11.53483(N)    098 41 15.82290(W)     ADJUSTED  
 NN0831* NAVD 88     -       618.02   (meters)    2027.6    (feet)  GPS OBS   
 NN0831  ___________________________________________________________________
 NN0831  X           -    -711,796.979 (meters)                     COMP
 NN0831  Y           -  -4,658,286.513 (meters)                     COMP
 NN0831  Z           -   4,284,647.471 (meters)                     COMP
 NN0831  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 NN0831  ELLIP HEIGHT-         593.72  (meters)          (12/11/01) GPS OBS
 NN0831  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 NN0831
 NN0831  HORZ ORDER  -  FIRST
 NN0831  ELLP ORDER  -  FIFTH     CLASS II
 NN0831
 NN0831.This mark is at O'neill Mun-John Baker Fld Airport (ONL)
 NN0831
 NN0831.The horizontal coordinates were established by GPS observations
 NN0831.and adjusted by the National Geodetic Survey in September 1997..
 NN0831
 NN0831.The orthometric height was determined by GPS observations and a
 NN0831.high-resolution geoid model.
 NN0831
 NN0831.GPS derived orthometric heights for airport stations designated as
 NN0831.PACS or SACS are published to 2 decimal places.  This maintains
 NN0831.centimeter relative accuracy between the PACS and SACS.  It does
 NN0831.not indicate centimeter accuracy relative to other marks which are
 NN0831.part of the NAVD 88 network.
 NN0831
 NN0831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0831
 NN0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0831
 NN0831.The ellipsoidal height was determined by GPS observations
 NN0831.and is referenced to NAD 83.
 NN0831
 NN0831.The geoid height was determined by GEOID03.
 NN0831
 NN0831;                    North         East     Units Scale Factor Converg.
 NN0831;SPC NE       -   293,555.602   607,893.490   MT  0.99980029   +0 52 10.7
 NN0831;UTM  14      - 4,701,994.817   525,670.461   MT  0.99960811   +0 12 39.1
 NN0831
 NN0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0831!SPC NE       -   0.99990689  x   0.99980029  =   0.99970720
 NN0831!UTM  14      -   0.99990689  x   0.99960811  =   0.99951504
 NN0831
 NN0831|---------------------------------------------------------------------|
 NN0831| PID    Reference Object                     Distance      Geod. Az  |
 NN0831|                                                           dddmmss.s |
 NN0831| NN0828 ONEILLPORT                          386.889 METERS 14447     |
 NN0831|---------------------------------------------------------------------|
 NN0831
 NN0831                          SUPERSEDED SURVEY CONTROL
 NN0831
 NN0831  ELLIP H (09/22/97)  593.75   (m)                       GP(       ) 5 2
 NN0831  NAD 83(1995)-  42 28 11.53441(N)    098 41 15.82966(W) AD(       ) 3
 NN0831  ELLIP H (08/18/97)  593.74   (m)                       GP(       ) 4 1
 NN0831  NAD 83(1986)-  42 28 11.54007(N)    098 41 15.83942(W) AD(       ) 3
 NN0831  NGVD 29 (02/23/90)  617.9    (m)         2027.     (f) GPS OBS        
 NN0831
 NN0831.Superseded values are not recommended for survey control.
 NN0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0831.See file dsdata.txt to determine how the superseded data were derived.
 NN0831
 NN0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2567001995(NAD 83)
 NN0831_MARKER: I = METAL ROD
 NN0831_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NN0831_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NN0831_STAMPING: ONEILLPORT AZ MK 1989
 NN0831_MARK LOGO: NGS   
 NN0831_PROJECTION: FLUSH
 NN0831_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0831+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1997
 NN0831_ROD/PIPE-DEPTH: 10.3 meters
 NN0831_SLEEVE-DEPTH  : 1.0 meters
 NN0831
 NN0831  HISTORY     - Date     Condition        Report By
 NN0831  HISTORY     - 1989     MONUMENTED       NGS
 NN0831  HISTORY     - 19950630 GOOD             NGS
 NN0831  HISTORY     - 19970630 GOOD             NGS
 NN0831
 NN0831                          STATION DESCRIPTION
 NN0831
 NN0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NN0831'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST-NORTHWEST OF
 NN0831'ONEILL, 0.88 KM (0.55 MI) NORTH OF US HIGHWAY 20, AT THE ONEILL
 NN0831'MUNICIPAL AIRPORT, AT THE JUNCTION OF A PAVED ROAD LEADING TO THE VOR
 NN0831'AND RUNWAY 13-31.  OWNERSHIP--ONEILL AIRPORT AUTHORITY, ONEILL,
 NN0831'NEBRASKA 68763.  AIRPORT MANAGER IS TODD MITCHELL, TELPHONE
 NN0831'402-336-4616 OR 775-2528.
 NN0831'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20 AND 281 NORTH
 NN0831'ON THE WEST SIDE OF ONEILL, GO WEST ON US HIGHWAY 20 FOR 2.4 KM
 NN0831'(1.50 MI) TO JOHN BAKER ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 NN0831'JOHN BAKER ROAD FOR 0.88 KM (0.55 MI) TO A DIRT LANE, BEFORE REACHING
 NN0831'THE AIRPORT OFFICE AT THE ROAD END.  TURN LEFT ON THE DIRT LANE AND
 NN0831'GO WEST THEN NORTH OF THE OFFICE BULIDING, CROSSING AN APRON TO A
 NN0831'TAXIWAY APPROACH TO RUNWAY 13-31.  CROSS THE RUNWAY, THEN TURN LEFT
 NN0831'AND GO FOR 0.40 KM (0.25 MI) TO THE STATION AT THE JUNCTION OF A PAVED
 NN0831'ROAD LEADING TO THE VOR AND RUNWAY 13-31.
 NN0831'THE STATION MARK IS SET 22.8 M (74.8 FT) NORTH OF A RUNWAY LIGHT, 16.5
 NN0831'M (54.1 FT) NORTHEAST OF THE RUNWAY CENTERLINE AND 8.6 M (28.2 FT)
 NN0831'SOUTHEAST OF THE APPROXIMATE CENTER OF THE ROAD.
 NN0831'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NN0831'DESCRIBED BY R.D.BALL.
 NN0831
 NN0831                          STATION RECOVERY (1995)
 NN0831
 NN0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NN0831'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-SOUTHEAST OF EMMET,
 NN0831'2.0 MI (3.2 KM) WEST-NORTHWEST OF ONEILL, AT THE ONEILL MUNICIPAL/JOHN
 NN0831'BAKER FIELD AND NEAR THE JUNCTION OF A PAVED ROAD LEADING TO A VOR AND
 NN0831'RUNWAY.  OWNERSHIP--ONEILL AIRPORT AUTHORITY, PO BOX 31, ONEILL NE
 NN0831'68763.  AIRPORT MANAGER IS PERRY KITCHENS, PHONE (402) 336-3377.  TO
 NN0831'REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20 AND 281 NORTH ON
 NN0831'THE WEST SIDE OF ONEILL, GO WEST ON US HIGHWAY 20 FOR 1.5 MI (2.4 KM)
 NN0831'TO A PAVED ROAD RIGHT, TURN RIGHT AND GO NORTH ON JOHN BAKER ROAD FOR
 NN0831'0.5 MI (0.8 KM) TO AN INTERSECTION AND A FORK LEFT, BEAR LEFT ON THE
 NN0831'GRAVEL ROAD THEN PAVED LANE FOR 0.1 MI (0.2 KM) TO THE MAIN APRON,
 NN0831'TURN RIGHT AND GO NORTHEAST ACROSS THE APRON THEN ON A CONNECTOR
 NN0831'TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT AND GO NORTHWEST
 NN0831'ON THE RUNWAY FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.  THE
 NN0831'STATION IS 74.8 FT (22.8 M) NORTH OF A RUNWAY LIGHT, 61.5 FT (18.7 M)
 NN0831'NORTHEAST OF THE RUNWAY CENTER AND 27.0 FT (8.2 M) SOUTHEAST OF THE
 NN0831'PAVED ROAD CENTER.  THIS STATION TO BE USED AS SACS.
 NN0831
 NN0831                          STATION RECOVERY (1997)
 NN0831
 NN0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 NN0831'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4102 ***********************************************************************
 AB4102  FBN         -  This is a Federal Base Network Control Station.
 AB4102  PACS        -  This is a Primary Airport Control Station.
 AB4102  DESIGNATION -  ONL A
 AB4102  PID         -  AB4102
 AB4102  STATE/COUNTY-  NE/HOLT
 AB4102  USGS QUAD   -  O'NEILL (1986)
 AB4102
 AB4102                         *CURRENT SURVEY CONTROL
 AB4102  ___________________________________________________________________
 AB4102* NAD 83(1995)-  42 28 27.38244(N)    098 41 37.82636(W)     ADJUSTED  
 AB4102* NAVD 88     -       618.37   (meters)    2028.8    (feet)  GPS OBS   
 AB4102  ___________________________________________________________________
 AB4102  X           -    -712,244.026 (meters)                     COMP
 AB4102  Y           -  -4,657,884.380 (meters)                     COMP
 AB4102  Z           -   4,285,008.423 (meters)                     COMP
 AB4102  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 AB4102  ELLIP HEIGHT-         594.06  (meters)          (07/10/01) GPS OBS
 AB4102  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AB4102
 AB4102  HORZ ORDER  -  B
 AB4102  ELLP ORDER  -  FOURTH    CLASS I
 AB4102
 AB4102.This mark is at O'neill Mun-John Baker Fld Airport (ONL)
 AB4102
 AB4102.The horizontal coordinates were established by GPS observations
 AB4102.and adjusted by the National Geodetic Survey in June 1996..
 AB4102
 AB4102.The orthometric height was determined by GPS observations and a
 AB4102.high-resolution geoid model.
 AB4102
 AB4102.GPS derived orthometric heights for airport stations designated as
 AB4102.PACS or SACS are published to 2 decimal places.  This maintains
 AB4102.centimeter relative accuracy between the PACS and SACS.  It does
 AB4102.not indicate centimeter accuracy relative to other marks which are
 AB4102.part of the NAVD 88 network.
 AB4102
 AB4102.Photographs are available for this station.
 AB4102
 AB4102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4102
 AB4102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4102
 AB4102.The ellipsoidal height was determined by GPS observations
 AB4102.and is referenced to NAD 83.
 AB4102
 AB4102.The geoid height was determined by GEOID03.
 AB4102
 AB4102;                    North         East     Units Scale Factor Converg.
 AB4102;SPC NE       -   294,036.837   607,383.615   MT  0.99980159   +0 51 56.1
 AB4102;UTM  14      - 4,702,481.789   525,166.250   MT  0.99960779   +0 12 24.3
 AB4102
 AB4102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4102!SPC NE       -   0.99990684  x   0.99980159  =   0.99970845
 AB4102!UTM  14      -   0.99990684  x   0.99960779  =   0.99951467
 AB4102
 AB4102                          SUPERSEDED SURVEY CONTROL
 AB4102
 AB4102  ELLIP H (06/25/96)  594.10   (m)                       GP(       ) 1 1
 AB4102
 AB4102.Superseded values are not recommended for survey control.
 AB4102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4102.See file dsdata.txt to determine how the superseded data were derived.
 AB4102
 AB4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2516602482(NAD 83)
 AB4102_MARKER: I = METAL ROD
 AB4102_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4102_STAMPING: ONL A 1995
 AB4102_MARK LOGO: NGS   
 AB4102_PROJECTION: FLUSH
 AB4102_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4102+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2000
 AB4102_ROD/PIPE-DEPTH: 6.85 meters
 AB4102_SLEEVE-DEPTH  : 1 meters
 AB4102
 AB4102  HISTORY     - Date     Condition        Report By
 AB4102  HISTORY     - 1995     MONUMENTED       NGS
 AB4102  HISTORY     - 19970630 GOOD             NGS
 AB4102  HISTORY     - 20000510 GOOD             NGS
 AB4102
 AB4102                          STATION DESCRIPTION
 AB4102
 AB4102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4102'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-SOUTHEAST OF EMMET,
 AB4102'2.0 MI (3.2 KM) WEST-NORTHWEST OF ONEILL, AT THE ONEILL MUNICIPAL/JOHN
 AB4102'BAKER FIELD AND NEAR THE APPROACH END OF RUNWAY 13. OWNERSHIP--ONEILL
 AB4102'AIRPORT AUTHORITY, PO BOX 31, ONEILL NE 68763. AIRPORT MANAGER IS
 AB4102'PERRY KITCHENS, PHONE (402) 336-3377.  TO REACH THE STATION FROM THE
 AB4102'JUNCTION OF U.S. HIGHWAYS 20 AND 281 NORTH ON THE WEST SIDE OF ONEILL,
 AB4102'GO WEST ON U.S. HIGHWAY 20 FOR 1.5 MI (2.4 KM) TO A PAVED ROAD RIGHT,
 AB4102'TURN RIGHT AND GO NORTH ON JOHN BAKER ROAD FOR 0.5 MI (0.8 KM) TO AN
 AB4102'INTERSECTION AND A FORK LEFT, BEAR LEFT ON THE GRAVEL ROAD THEN PAVED
 AB4102'LANE FOR 0.1 MI (0.2 KM) TO THE MAIN APRON, TURN RIGHT AND GO
 AB4102'NORTHEAST ACROSS THE APRON THEN ON A CONNECTOR TAXIWAY FOR 0.1 MI (0.2
 AB4102'KM) TO THE RUNWAY, TURN LEFT AND GO NORTHWEST ON THE RUNWAY FOR 0.7 MI
 AB4102'(1.1 KM) TO THE END OF THE PAVEMENT AND THE STATION ON THE LEFT.  THE
 AB4102'STATION IS 124.0 FT (37.8 M) SOUTHWEST OF THE EXTENDED CENTER OF
 AB4102'RUNWAY, 78.2 FT (23.8 M) WEST-SOUTHWEST OF THE MOST SOUTHWESTERLY
 AB4102'THRESHOLD LIGHT, 48.5 FT (14.8 M) NORTH-NORTHEAST OF THE WEST CORNER
 AB4102'OF THE TURNAROUND PAVEMENT, 18.6 FT (5.7 M) NORTHWEST OF THE NORTHWEST
 AB4102'EDGE OF THE TURNAROUND PAVEMENT AND 15.8 FT (4.8 M) WEST OF THE WEST
 AB4102'CORNER OF A CONCRETE PAD FOR A REIL.  NOTE--THIS STATION WAS USED AS
 AB4102'AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4102
 AB4102                          STATION RECOVERY (1997)
 AB4102
 AB4102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB4102'RECOVERED AS DESCRIBED.
 AB4102
 AB4102                          STATION RECOVERY (2000)
 AB4102
 AB4102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 AB4102'RECOVERED AS DESCRIBED.  NEW AIRPORT MANAGER IS OWEN GRIMM SAME PHONE
 AB4102'NUMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1058 ***********************************************************************
 ML1058  DESIGNATION -  ONO
 ML1058  PID         -  ML1058
 ML1058  STATE/COUNTY-  NE/WHEELER
 ML1058  USGS QUAD   -  SCHOOL NO. 20 (1985)
 ML1058
 ML1058                         *CURRENT SURVEY CONTROL
 ML1058  ___________________________________________________________________
 ML1058* NAD 83(1995)-  41 49 28.32957(N)    098 26 11.07838(W)     ADJUSTED  
 ML1058* NAVD 88     -       693.9    (meters)    2277.     (feet)  VERTCON   
 ML1058  ___________________________________________________________________
 ML1058  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 ML1058  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 ML1058
 ML1058  HORZ ORDER  -  FIRST
 ML1058
 ML1058.The horizontal coordinates were established by classical geodetic methods
 ML1058.and adjusted by the National Geodetic Survey in August 1997..
 ML1058
 ML1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1058
 ML1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1058
 ML1058.The geoid height was determined by GEOID03.
 ML1058
 ML1058;                    North         East     Units Scale Factor Converg.
 ML1058;SPC NE       -   222,249.278   629,850.418   MT  0.99967402   +1 02 10.3
 ML1058;UTM  14      - 4,630,448.461   546,803.219   MT  0.99962695   +0 22 33.0
 ML1058
 ML1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1058!SPC NE       -   0.99989499  x   0.99967402  =   0.99956905
 ML1058!UTM  14      -   0.99989499  x   0.99962695  =   0.99952198
 ML1058
 ML1058:                Primary Azimuth Mark                     Grid Az
 ML1058:SPC NE       -  STA 43                                   199 02 19.7
 ML1058:UTM  14      -  STA 43                                   199 41 57.0
 ML1058
 ML1058|---------------------------------------------------------------------|
 ML1058| PID    Reference Object                     Distance      Geod. Az  |
 ML1058|                                                           dddmmss.s |
 ML1058| ML1060 STA 43                              APPROX. 5.3 KM 2000430.0 |
 ML1058|---------------------------------------------------------------------|
 ML1058
 ML1058                          SUPERSEDED SURVEY CONTROL
 ML1058
 ML1058  NAD 83(1986)-  41 49 28.33450(N)    098 26 11.08491(W) AD(       ) 1
 ML1058  NAD 27      -  41 49 28.30200(N)    098 26 09.81900(W) AD(       ) 1
 ML1058  NGVD 29 (07/19/86)  693.7    (m)         2276.     (f) VERT ANG       
 ML1058
 ML1058.Superseded values are not recommended for survey control.
 ML1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1058.See file dsdata.txt to determine how the superseded data were derived.
 ML1058
 ML1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4680330448(NAD 83)
 ML1058_MARKER: V = STONE MONUMENT
 ML1058_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 ML1058_SP_SET: OBJECT DRIVEN INTO GROUND
 ML1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1058
 ML1058  HISTORY     - Date     Condition        Report By
 ML1058  HISTORY     - 1900     MONUMENTED       CGS
 ML1058  HISTORY     - 1935     GOOD             CGS
 ML1058  HISTORY     - 1961     GOOD             USGS
 ML1058
 ML1058                          STATION DESCRIPTION
 ML1058
 ML1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 ML1058'THIS STATION IS 15 FEET NORTHWEST OF THE HIGHEST POINT OF A
 ML1058'PROMINENT SAND HILL SITUATED IN THE NE. 1/4 SEC. 2, T. 21 N.,
 ML1058'R. 10 W., ABOUT 3.5 MILES SOUTH AND 6.5 MILES EAST OF BARTLETT,
 ML1058'ABOUT 1.5 MILES WEST OF ONO, AND ABOUT 200 YARDS SOUTH OF THE MAIL
 ML1058'ROUTE FROM ONO TO BARTLETT.  THE AZIMUTHS AND DISTANCES TO
 ML1058'CERTAIN POINTS ARE--TO LEONARD CASWELLS HOUSE, 97 DEG 31 MIN,
 ML1058'3/4 MILE.  TO THE REMAINS OF A SOD HOUSE, 145 DEG 44 MIN, 600
 ML1058'YARDS.  TO THE REMAINS OF A SOD HOUSE, 201 DEG 59 MIN, 325
 ML1058'YARDS.  TO W. FABIANS WINDMILL, 281 DEG 23 MIN, TO HENRY
 ML1058'HUFFS GROVE, 345 DEG 09 MIN, 2.5 MILES.  TO J.W. HUFFS
 ML1058'WINDMILL, 10 DEG 05 MIN, 2.0 MILES.  SURFACE MARK IS A
 ML1058'MARBLE POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED
 ML1058'WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO
 ML1058'V-SHAPED GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT
 ML1058'IN ITS TOP.  UNDERGROUND MARK IS AN EARTHENWARE CROCK, BURIED
 ML1058'ABOUT 3 FEET BELOW THE SURFACE, WITH BOTTOM UPWARD AND WITH A
 ML1058'SMALL DRILL HOLE IN THE BOTTOM.
 ML1058
 ML1058                          STATION RECOVERY (1935)
 ML1058
 ML1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1058'STATION RECOVERED APRIL 23, 1935, AS DESCRIBED, AND FOUND IN
 ML1058'GOOD CONDITION.
 ML1058'
 ML1058'THE PHRASE ABOUT 200 YARDS SOUTH OF MAIL ROUTE FROM ONO TO
 ML1058'BARTLETT NO LONGER APPLIES.  ON THE DAY THE STATION WAS VISITED
 ML1058'VISIBLILITY WAS VERY POOR BECAUSE OF DUST-LADEN ATMOSPHERE, BUT
 ML1058'IT WAS EVIDENT THAT THE REMAINS OF SOD HOUSES, DESCRIBED
 ML1058'ORIGINALLY AS AZIMUTH MARKS, NO LONGER EXIST.
 ML1058'
 ML1058'THE STATION IS LOCATED NEAR THE CENTER OF THE NORTHEAST QUARTER
 ML1058'OF SEC. 2, T. 21 N., R. 10 W. AND, CONSEQUENTLY, THE NORTH
 ML1058'LINE OF THE SECTION AND 13 FEET NORTH-NORTHWEST OF THE HIGHEST
 ML1058'POINT OF THE HILL.  THE SURFACE MARK, A MARBLE POST, IS ON A
 ML1058'SAND HILL, AND WHEN RECOVERED WAS 3 INCHES BELOW THE SURFACE OF
 ML1058'THE GROUND, AND WAS GRASSED OVER.
 ML1058'
 ML1058'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY
 ML1058'53 AT BARTLETT, FOLLOW U.S. HIGHWAY 281 SOUTH 1 MILE, EAST
 ML1058'2 MILES, SOUTH 3 MILES, THEN EAST 3 MILES TO A SCHOOLHOUSE
 ML1058'AT THE NORTHEAST CORNER OF ROAD INTERSECTION, HERE LEAVE THE
 ML1058'HIGHWAY AND GO EAST ON A SECTION-LINE ROAD 1/2 MILE, THEN
 ML1058'TURN SOUTH THROUGH A GATE, AND PROCEED SOUTHEAST ACROSS A FIELD
 ML1058'TO TOP OF PROMINENT HILL AND THE STATION.
 ML1058
 ML1058                          STATION RECOVERY (1961)
 ML1058
 ML1058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 ML1058'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0402 ***********************************************************************
 MN0402  DESIGNATION -  OOWT 1
 MN0402  PID         -  MN0402
 MN0402  STATE/COUNTY-  NE/DEUEL
 MN0402  USGS QUAD   -  CHAPPELL SE (1961)
 MN0402
 MN0402                         *CURRENT SURVEY CONTROL
 MN0402  ___________________________________________________________________
 MN0402* NAD 83(1995)-  41 00 06.57599(N)    102 16 05.44002(W)     ADJUSTED  
 MN0402* NAVD 88     -      1066.     (meters)    3497.     (feet)  SCALED    
 MN0402  ___________________________________________________________________
 MN0402  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 MN0402  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 MN0402
 MN0402  HORZ ORDER  -  THIRD
 MN0402
 MN0402.The horizontal coordinates were established by classical geodetic methods
 MN0402.and adjusted by the National Geodetic Survey in August 1997..
 MN0402
 MN0402.The orthometric height was scaled from a topographic map.
 MN0402
 MN0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0402
 MN0402.The geoid height was determined by GEOID03.
 MN0402
 MN0402;                    North         East     Units Scale Factor Converg.
 MN0402;SPC NE       -   132,235.933   309,251.407   MT  0.99969703   -1 30 11.2
 MN0402;UTM  13      - 4,542,554.877   729,756.361   MT  1.00024975   +1 47 35.1
 MN0402
 MN0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0402!SPC NE       -   0.99983594  x   0.99969703  =   0.99953302
 MN0402!UTM  13      -   0.99983594  x   1.00024975  =   1.00008565
 MN0402
 MN0402:                Primary Azimuth Mark                     Grid Az
 MN0402:SPC NE       -  OVID MUNICIPAL TANK                      248 29 21.0
 MN0402:UTM  13      -  OVID MUNICIPAL TANK                      245 11 34.7
 MN0402
 MN0402|---------------------------------------------------------------------|
 MN0402| PID    Reference Object                     Distance      Geod. Az  |
 MN0402|                                                           dddmmss.s |
 MN0402| LK0516 OVID MUNICIPAL TANK                 APPROX.10.6 KM 2465909.8 |
 MN0402| LK0512 TOPS WATER BOOSTER TANK             APPROX. 5.2 KM 2624620.5 |
 MN0402|---------------------------------------------------------------------|
 MN0402
 MN0402                          SUPERSEDED SURVEY CONTROL
 MN0402
 MN0402  NAD 83(1995)-  41 00 06.57600(N)    102 16 05.43999(W) AD(       ) 3
 MN0402  NAD 83(1995)-  41 00 06.57599(N)    102 16 05.44003(W) AD(       ) 3
 MN0402  NAD 83(1986)-  41 00 06.57526(N)    102 16 05.43965(W) AD(       ) 3
 MN0402  NAD 27      -  41 00 06.60272(N)    102 16 03.77054(W) AD(       ) 3
 MN0402
 MN0402.Superseded values are not recommended for survey control.
 MN0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0402.See file dsdata.txt to determine how the superseded data were derived.
 MN0402
 MN0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2975642555(NAD 83)
 MN0402_MARKER: DD = SURVEY DISK
 MN0402_SETTING: 0 = UNSPECIFIED SETTING
 MN0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0402
 MN0402  HISTORY     - Date     Condition        Report By
 MN0402  HISTORY     - 1949     MONUMENTED       USGS
 MN0402
 MN0402                          STATION DESCRIPTION
 MN0402
 MN0402'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 MN0402'STATION IS LOCATED NEAR NE. CORNER SEC. 20, T 12 N, R 44 W.
 MN0402'
 MN0402'TO REACH STATION FROM JULESBURG, GO NW. 1/2 BLOCK, THENCE CONTINUE
 MN0402'NW. 6 BLOCKS, THENCE RIGHT (NE.) 2 BLOCKS, THENCE LEFT (NW.) AND N.
 MN0402'ALONG GRAVEL RD. 0.7 MI. TO POINT LEFT OF RD., ABOUT 190 FT. S. OF
 MN0402'BRIDGE OVER IRRIGATION DITCH AND STATION.
 MN0402'
 MN0402'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, EXTENDING
 MN0402'ABOUT 6 IN. ABOVE GROUND, STAMPED ---OOWT-1 1949---.
 MN0402'
 MN0402'REFERENCE MARK NO. 1--A 5/8 IN. IRON ROD, EXTENDING ABOUT 8 IN.
 MN0402'ABOVE GROUND, 52.6 FT. E. OF STATION, S 89 DEG 50 MIN W.
 MN0402'
 MN0402'REFERENCE MARK NO. 2--A 5/8 IN. IRON ROD, EXTENDING ABOUT 8 IN.
 MN0402'ABOVE GROUND, 104.6 FT. S. OF STATION, N 02 DEG 55 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1289 ***********************************************************************
 LH1289  DESIGNATION -  OPTIC
 LH1289  PID         -  LH1289
 LH1289  STATE/COUNTY-  NE/BUFFALO
 LH1289  USGS QUAD   -  NEWARK (1993)
 LH1289
 LH1289                         *CURRENT SURVEY CONTROL
 LH1289  ___________________________________________________________________
 LH1289* NAD 83(1995)-  40 43 44.75245(N)    098 55 57.70346(W)     ADJUSTED  
 LH1289* NAVD 88     -       639.3    (meters)    2097.     (feet)  VERTCON   
 LH1289  ___________________________________________________________________
 LH1289  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 LH1289  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 LH1289
 LH1289  HORZ ORDER  -  THIRD
 LH1289
 LH1289.The horizontal coordinates were established by classical geodetic methods
 LH1289.and adjusted by the National Geodetic Survey in August 1997..
 LH1289
 LH1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1289
 LH1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1289
 LH1289.The geoid height was determined by GEOID03.
 LH1289
 LH1289;                    North         East     Units Scale Factor Converg.
 LH1289;SPC NE       -   100,011.641   590,139.675   MT  0.99974976   +0 42 26.3
 LH1289;UTM  14      - 4,508,687.246   505,683.532   MT  0.99960040   +0 02 38.1
 LH1289
 LH1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1289!SPC NE       -   0.99990357  x   0.99974976  =   0.99965335
 LH1289!UTM  14      -   0.99990357  x   0.99960040  =   0.99950400
 LH1289
 LH1289|---------------------------------------------------------------------|
 LH1289| PID    Reference Object                     Distance      Geod. Az  |
 LH1289|                                                           dddmmss.s |
 LH1289| LH1421 OPTIC RM 1                           18.279 METERS 07236     |
 LH1289| LH1276 GIBBON MUNICIPAL TANK               APPROX. 7.7 KM 0743133.1 |
 LH1289| LH0406 G 5                                  92.781 METERS 09934     |
 LH1289| LH1420 OPTIC AZ MK                         222.615 METERS 25316     |
 LH1289| LH1422 OPTIC RM 2                           17.922 METERS 25552     |
 LH1289| LH1303 BASE RESET                          APPROX. 7.5 KM 2875748.8 |
 LH1289|---------------------------------------------------------------------|
 LH1289
 LH1289                          SUPERSEDED SURVEY CONTROL
 LH1289
 LH1289  NAD 83(1986)-  40 43 44.75963(N)    098 55 57.70668(W) AD(       ) 3
 LH1289  NAD 83(1986)-  40 43 44.75836(N)    098 55 57.69591(W) AD(       ) 3
 LH1289  NAD 27      -  40 43 44.71000(N)    098 55 56.40000(W) AD(       ) 3
 LH1289  NGVD 29 (01/31/91)  639.0    (m)         2096.     (f) VERT ANG       
 LH1289
 LH1289.Superseded values are not recommended for survey control.
 LH1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1289.See file dsdata.txt to determine how the superseded data were derived.
 LH1289
 LH1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0568408687(NAD 83)
 LH1289_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1289_SP_SET: CONCRETE POST
 LH1289_STAMPING: OPTIC 1950 1989
 LH1289_MARK LOGO: CGS   
 LH1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1289+STABILITY: SURFACE MOTION
 LH1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1289+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1989
 LH1289
 LH1289  HISTORY     - Date     Condition        Report By
 LH1289  HISTORY     - 1950     MONUMENTED       CGS
 LH1289  HISTORY     - 1950     GOOD             CGS
 LH1289  HISTORY     - 19890510 GOOD             NGS
 LH1289
 LH1289                          STATION DESCRIPTION
 LH1289
 LH1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1289'STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF GIBBON, 8
 LH1289'MILES EAST-NORTHEAST OF KEARNEY, AND ON THE NORTH RIGHT-OF-WAY
 LH1289'OF US HIGHWAY 30.  IT IS 51 FEET NORTH OF THE CENTERLINE OF THE
 LH1289'HIGHWAY, 2-1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND
 LH1289'ABOUT 360 FEET WEST OF THE WEST END OF A CONCRETE CULVERT THAT
 LH1289'DRAINS UNDER A SIDE ROAD, TO THE NORTH.  THE MARK IS FLUSH WITH
 LH1289'THE GROUND AND THE DISC IS STAMPED, OPTIC 1950.
 LH1289'
 LH1289'REFERENCE MARK NO. 1 IS 53 FEET NORTH OF THE CENTERLINE OF THE
 LH1289'HIGHWAY AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  THE
 LH1289'MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED, OPTIC NO 1
 LH1289'1950.
 LH1289'
 LH1289'REFERENCE MARK NO. 2 IS 54 FEET NORTH OF THE CENTERLINE OF THE
 LH1289'HIGHWAY AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  THE
 LH1289'MARK IS FLUSH WITH THE GROUND SURFACE AND THE DISC IS STAMPED,
 LH1289'OPTIC NO 2 1950.
 LH1289'
 LH1289'AZIMUTH MARK IS ON THE NORTH RIGHT-OF-WAY OF US HIGHWAY 30, 48
 LH1289'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET SOUTH OF THE
 LH1289'RIGHT-OF-WAY FENCE LINE, 19 FEET SOUTH SOUTHEAST OF A T-FENCE
 LH1289'CORNER, 10 FEET EAST OF A GROUP OF 4 SMALL TREES AND ABOUT 50
 LH1289'FEET EAST OF A DRIVEWAY, THE ENTRANCE TO A FARMYARD.  THE MARK IS
 LH1289'FLUSH WITH THE GROUND AND THE DISC IS STAMPED, OPTIC 1950.
 LH1289'
 LH1289'THE STATION WAS REACHED FROM THE RAILROAD STATION IN GIBBON, BY
 LH1289'GOING WEST-SOUTHWEST ON US HIGHWAY 30 FOR 4.9 MILES TO THE
 LH1289'STATION ON THE RIGHT AS DESCRIBED ABOVE.
 LH1289'
 LH1289'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-SOUTHWEST ON
 LH1289'US HIGHWAY 30 FOR 0.15 MILES TO THE MARK ON THE RIGHT AS DESCRIBED
 LH1289'ABOVE.
 LH1289'
 LH1289'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LH1289
 LH1289                          STATION RECOVERY (1950)
 LH1289
 LH1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 LH1289'RECOVERED IN GOOD CONDITION.
 LH1289
 LH1289                          STATION RECOVERY (1989)
 LH1289
 LH1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1289'THE UNDERGROUND STATION WAS RECOVERED IN GOOD CONDITION.  THE SURFACE
 LH1289'STATION MARK WAS FOUND TO BE OUT OF POSITION, 0.092 M (0.3 FT)
 LH1289'SOUTHWARD.  BOTH REFERENCE MARKS ARE IN FAIR CONDITION AND WHILE THE
 LH1289'AZIMUTH MARK APPEARS TO BE IN GOOD CONDITION, THE DIRECTION TO THE
 LH1289'MARK WAS FOUND TO BE 40.5 SECONDS SMALLER THAN 1950 DATA.  THE
 LH1289'DIRECTION TO RM 1 WAS 11 MINUTES, 32 SECONDS LARGER AND THE DIRECTION
 LH1289'TO RM 2 WAS 13 MINUTES, 6 SECONDS SMALLER.  THE DISTANCE TO RM 1 WAS
 LH1289'0.004 M (0.0 FT) LONGER AND THE DISTANCE TO RM 2 WAS 0.020 M (0.1 FT)
 LH1289'SHORTER.  THE UNDERGROUND MARK WAS ONLY 0.46 M (1.5 FT) BELOW THE
 LH1289'GROUND SURFACE, THEREFORE, THE HORIZONTAL POSITION OF THIS MARK WAS
 LH1289'HELD AND A NEW UNDERGROUND MARK WAS SET 1.07 M (3.5 FT) BELOW THE
 LH1289'GROUND SURFACE.  A NEW SURFACE MARK WAS THEN SET DIRECTLY OVER THE NEW
 LH1289'UNDERGROUND MARK.  THE NEW SURFACE MARK IS FLUSH WITH THE GROUND
 LH1289'SURFACE.  DUE TO THESE AND OTHER CHANGES A NEW DESCRIPTION FOLLOWS.
 LH1289'THE STATION IS LOCATED ABOUT 12.87 KM (8.00 MI) NORTHEAST FROM
 LH1289'KEARNEY, 7.64 KM (4.75 MI) SOUTHWEST FROM GIBBON, 6.44 KM (4.00 MI)
 LH1289'NORTH FROM INTERSTATE HIGHWAY 80 AND ON THE NORTH RIGHT-OF-WAY OF U.S.
 LH1289'HIGHWAY 30.
 LH1289'TO REACH THE STATION FROM THE GIBBON POST OFFICE, GO NORTH ON CENTER
 LH1289'STREET FOR 0.16 KM (0.10 MI) TO U.S. HIGHWAY 30.  TURN LEFT AND GO
 LH1289'SOUTHWESTERLY ON HIGHWAY 30 FOR 7.64 KM (4.75 MI) TO THE STATION ON
 LH1289'THE RIGHT, ABOUT 110 M (360.9 FT) WEST FROM A NORTH/SOUTH CROSSROAD.
 LH1289'THE SURFACE STATION MARK IS SET INTO THE TOP OF A 12-INCH ROUND
 LH1289'CONCRETE MONUMENT AND THE UNDERGROUND MARK IS SET INTO AN IRREGULAR
 LH1289'MASS OF CONCRETE.  THE MARKS ARE 16.3 M (53.5 FT) NORTH FROM THE
 LH1289'CENTERLINE OF THE HIGHWAY, 13.66 M (44.8 FT) SOUTHWEST FROM A
 LH1289'RIGHT-OF-WAY MARKER POST, 5.58 M (18.3 FT) SOUTH FROM THE NORTH
 LH1289'RIGHT-OF-WAY FENCE AND 0.85 M (2.8 FT) SOUTH FROM A WITNESS POST.
 LH1289'DISTANCES AND AZIMUTHS TO VARIOUS OBJECTS FOLLOW.
 LH1289'GIBBON MUNICIPAL TANK  74 31 34.2  APPROXIMATELY 7.66 KM (4.75 MI).
 LH1289'G 5                    99 34 25.2  APPROXIMATELY 0.09 KM (0.05 MI).
 LH1289'OPTIC AZ MK           253 15 42.7  APPROXIMATELY 0.22 KM (0.15 MI).
 LH1289'OPTIC RM 2            255 52 00    17.920 M (58.8 FT)             .
 LH1289'OPTIC RM 1             72 36 04    18.284 M (60.0 FT)             .
 LH1289'CP 282-10              74 16 41.4  APPROXIMATELY 2.47 KM (1.55 MI).
 LH1289'CP 282-10, A NEBRASKA DEPARTMENT OF ROADS HORIZONTAL CONTROL POINT,
 LH1289'WAS ESTABLISHED AS AN ADDITIONAL AZIMUTH MARK.  A BENCH MARK TIE WAS
 LH1289'MADE TO OPTIC, FROM BENCH MARK G 5, THE NAVD29 ELEVATION OF OPTIC
 LH1289'BEING 639.055 M (2096.6 FT).  BENCH MARK G 5 HAS BEEN OCCUPIED BY GPS
 LH1289'RECEIVERS.
 LH1289'DESCRIBED BY J.A. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1420 ***********************************************************************
 LH1420  DESIGNATION -  OPTIC AZ MK
 LH1420  PID         -  LH1420
 LH1420  STATE/COUNTY-  NE/BUFFALO
 LH1420  USGS QUAD   -  NEWARK (1993)
 LH1420
 LH1420                         *CURRENT SURVEY CONTROL
 LH1420  ___________________________________________________________________
 LH1420* NAD 83(1995)-  40 43 42.67381(N)    098 56 06.78798(W)     ADJUSTED  
 LH1420* NAVD 88     -       640.132  (meters)    2100.17   (feet)  ADJUSTED  
 LH1420  ___________________________________________________________________
 LH1420  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 LH1420  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 LH1420  DYNAMIC HT  -         639.772 (meters)    2098.99  (feet)  COMP
 LH1420  MODELED GRAV-     980,042.5   (mgal)                       NAVD 88
 LH1420
 LH1420  HORZ ORDER  -  THIRD
 LH1420  VERT ORDER  -  FIRST     CLASS II
 LH1420
 LH1420.The horizontal coordinates were established by classical geodetic methods
 LH1420.and adjusted by the National Geodetic Survey in August 1997..
 LH1420
 LH1420.The orthometric height was determined by differential leveling
 LH1420.and adjusted by the National Geodetic Survey in May 1993..
 LH1420
 LH1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1420
 LH1420.The geoid height was determined by GEOID03.
 LH1420
 LH1420.The dynamic height is computed by dividing the NAVD 88
 LH1420.geopotential number by the normal gravity value computed on the
 LH1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1420.degrees latitude (g = 980.6199 gals.).
 LH1420
 LH1420.The modeled gravity was interpolated from observed gravity values.
 LH1420
 LH1420;                    North         East     Units Scale Factor Converg.
 LH1420;SPC NE       -    99,944.915   589,927.353   MT  0.99974989   +0 42 20.3
 LH1420;UTM  14      - 4,508,622.992   505,470.484   MT  0.99960037   +0 02 32.2
 LH1420
 LH1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1420!SPC NE       -   0.99990344  x   0.99974989  =   0.99965335
 LH1420!UTM  14      -   0.99990344  x   0.99960037  =   0.99950385
 LH1420
 LH1420                          SUPERSEDED SURVEY CONTROL
 LH1420
 LH1420  NAD 83(1986)-  40 43 42.68099(N)    098 56 06.79122(W) AD(       ) 3
 LH1420  NAD 83(1986)-  40 43 42.67977(N)    098 56 06.78053(W) AD(       ) 3
 LH1420  NGVD 29 (02/14/92)  639.872  (m)         2099.31   (f) ADJUSTED    1 2
 LH1420
 LH1420.Superseded values are not recommended for survey control.
 LH1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1420.See file dsdata.txt to determine how the superseded data were derived.
 LH1420
 LH1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0547008623(NAD 83)
 LH1420_MARKER: DZ = AZIMUTH MARK DISK
 LH1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1420_SP_SET: CONCRETE POST
 LH1420_STAMPING: OPTIC 1950
 LH1420_MARK LOGO: CGS   
 LH1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1420+STABILITY: SURFACE MOTION
 LH1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1420+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH1420
 LH1420  HISTORY     - Date     Condition        Report By
 LH1420  HISTORY     - 1950     MONUMENTED       CGS
 LH1420  HISTORY     - 19890510 GOOD             NGS
 LH1420  HISTORY     - 19910923 GOOD             NGS
 LH1420
 LH1420                          STATION DESCRIPTION
 LH1420
 LH1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1420'THE MARK WAS RECOVERED IN APPARENT GOOD CONDITION.  IT IS LOCATED
 LH1420'ABOUT 8 KM (4.95 MI) SOUTHWEST FROM GIBBON, 6.4 KM (4.00 MI) NORTH
 LH1420'FROM INTERSTATE HIGHWAY 80 AND IS ON THE NORTH RIGHT-OF-WAY OF U.S.
 LH1420'HIGHWAY 30.
 LH1420'TO REACH THE STATION FROM THE GIBBON POST OFFICE, GO NORTH ON CENTER
 LH1420'STREET FOR 0.16 KM (0.10 MI) TO U.S. HIGHWAY 30.  TURN LEFT AND GO
 LH1420'SOUTHWESTERLY ON HIGHWAY 30 FOR 7.89 KM (4.90 MI) TO THE MARK ON THE
 LH1420'RIGHT, JUST EAST OF A FARM HOUSE.
 LH1420'IT IS 55.8 M (183.1 FT) EAST FROM THE CENTERLINE OF THE EAST DRIVEWAY
 LH1420'TO THE FARM HOUSE, 15.2 M (49.9 FT) NORTH FROM THE CENTERLINE OF THE
 LH1420'HIGHWAY, 6.71 M (22.0 FT) SOUTH FROM THE NORTH RIGHT-OF-WAY FENCE,
 LH1420'0.56 M (1.8 FT) WEST FROM A WITNESS POST AND IS FLUSH WITH THE GROUND.
 LH1420'AN ELECTRONIC TRAVERSE WAS MADE FROM STATION OPTIC THIS DATE.  FARM
 LH1420'BUILDINGS AND LARGE TRES TO THE WEST PROBABLY PRECLUDE THIS MARK FROM
 LH1420'BEING SUITABLE FOR SATELLITE OBSERVATIONS.
 LH1420'DESCRIBED BY J.A. ODUM.
 LH1420
 LH1420                          STATION RECOVERY (1991)
 LH1420
 LH1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1420'13.1 KM (8.15 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1420'OF STATE HIGHWAY 44 IN KEARNEY, 223.0 M (731.6 FT) WEST OF
 LH1420'TRIANGULATION STATION OPTIC, 55.4 M (181.8 FT) EAST OF THE CENTER OF
 LH1420'A DRIVEWAY, 15.2 M (49.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.8 M
 LH1420'(22.3 FT) SOUTH OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 LH1420'HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 LH1420'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1450 ***********************************************************************
 LH1450  DESIGNATION -  OPTIC RESET
 LH1450  PID         -  LH1450
 LH1450  STATE/COUNTY-  NE/BUFFALO
 LH1450  USGS QUAD   -  NEWARK (1993)
 LH1450
 LH1450                         *CURRENT SURVEY CONTROL
 LH1450  ___________________________________________________________________
 LH1450* NAD 83(1986)-  40 43 44.     (N)    098 55 58.     (W)     SCALED    
 LH1450* NAVD 88     -       639.295  (meters)    2097.42   (feet)  ADJUSTED  
 LH1450  ___________________________________________________________________
 LH1450  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 LH1450  DYNAMIC HT  -         638.936 (meters)    2096.24  (feet)  COMP
 LH1450  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 LH1450
 LH1450  VERT ORDER  -  FIRST     CLASS II
 LH1450
 LH1450.The horizontal coordinates were scaled from a topographic map and have
 LH1450.an estimated accuracy of +/- 6 seconds.
 LH1450
 LH1450.The orthometric height was determined by differential leveling
 LH1450.and adjusted by the National Geodetic Survey in May 1993..
 LH1450
 LH1450.The geoid height was determined by GEOID03.
 LH1450
 LH1450.The dynamic height is computed by dividing the NAVD 88
 LH1450.geopotential number by the normal gravity value computed on the
 LH1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1450.degrees latitude (g = 980.6199 gals.).
 LH1450
 LH1450.The modeled gravity was interpolated from observed gravity values.
 LH1450
 LH1450;                    North         East    Units  Estimated Accuracy
 LH1450;SPC NE       -    99,990.      590,130.      MT  (+/- 180 meters Scaled)
 LH1450
 LH1450                          SUPERSEDED SURVEY CONTROL
 LH1450
 LH1450  NGVD 29 (02/14/92)  639.035  (m)         2096.57   (f) ADJUSTED    1 2
 LH1450
 LH1450.Superseded values are not recommended for survey control.
 LH1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1450.See file dsdata.txt to determine how the superseded data were derived.
 LH1450
 LH1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL056086(NAD 83)
 LH1450_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1450_SP_SET: CONCRETE POST
 LH1450_STAMPING: OPTIC 1950 1989
 LH1450_MARK LOGO: NGS   
 LH1450_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1450+STABILITY: SURFACE MOTION
 LH1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1450+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH1450
 LH1450  HISTORY     - Date     Condition        Report By
 LH1450  HISTORY     - 1989     MONUMENTED       NGS
 LH1450  HISTORY     - 19910923 GOOD             NGS
 LH1450
 LH1450                          STATION DESCRIPTION
 LH1450
 LH1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1450'13.3 KM (8.25 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1450'OF STATE HIGHWAY 44 IN KEARNEY, 111.1 M (364.5 FT) WEST OF THE CENTER
 LH1450'OF A GRAVELED ROAD, 17.8 M (58.4 FT) EAST OF REFERENCE MARK 2, 16.4 M
 LH1450'(53.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.3 M (17.4 FT) SOUTH OF A
 LH1450'FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT)
 LH1450'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LH1450'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1421 ***********************************************************************
 LH1421  DESIGNATION -  OPTIC RM 1
 LH1421  PID         -  LH1421
 LH1421  STATE/COUNTY-  NE/BUFFALO
 LH1421  USGS QUAD   -  NEWARK (1993)
 LH1421
 LH1421                         *CURRENT SURVEY CONTROL
 LH1421  ___________________________________________________________________
 LH1421* NAD 83(1995)-  40 43 44.92964(N)    098 55 56.96014(W)     ADJUSTED  
 LH1421* NAVD 88     -       639.     (meters)    2096.     (feet)  SCALED    
 LH1421  ___________________________________________________________________
 LH1421  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 LH1421  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 LH1421
 LH1421  HORZ ORDER  -  THIRD
 LH1421
 LH1421.The horizontal coordinates were established by classical geodetic methods
 LH1421.and adjusted by the National Geodetic Survey in August 1997..
 LH1421
 LH1421.The orthometric height was scaled from a topographic map.
 LH1421
 LH1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1421
 LH1421.The geoid height was determined by GEOID03.
 LH1421
 LH1421;                    North         East     Units Scale Factor Converg.
 LH1421;SPC NE       -   100,017.321   590,157.044   MT  0.99974975   +0 42 26.8
 LH1421;UTM  14      - 4,508,692.723   505,700.964   MT  0.99960040   +0 02 38.6
 LH1421
 LH1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1421!SPC NE       -   0.99990357  x   0.99974975  =   0.99965335
 LH1421!UTM  14      -   0.99990357  x   0.99960040  =   0.99950401
 LH1421
 LH1421                          SUPERSEDED SURVEY CONTROL
 LH1421
 LH1421  NAD 83(1986)-  40 43 44.93685(N)    098 55 56.96325(W) AD(       ) 4
 LH1421  NAD 83(1986)-  40 43 44.93559(N)    098 55 56.95247(W) AD(       ) 4
 LH1421
 LH1421.Superseded values are not recommended for survey control.
 LH1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1421.See file dsdata.txt to determine how the superseded data were derived.
 LH1421
 LH1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0570108693(NAD 83)
 LH1421_MARKER: DR = REFERENCE MARK DISK
 LH1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1421_SP_SET: CONCRETE POST
 LH1421_STAMPING: OPTIC NO 1 1950
 LH1421_MARK LOGO: CGS   
 LH1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1421+STABILITY: SURFACE MOTION
 LH1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1421+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH1421
 LH1421  HISTORY     - Date     Condition        Report By
 LH1421  HISTORY     - 1950     MONUMENTED       CGS
 LH1421  HISTORY     - 19890510 GOOD             NGS
 LH1421  HISTORY     - 19910925 POOR             NGS
 LH1421
 LH1421                          STATION DESCRIPTION
 LH1421
 LH1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1421'THE MARK WAS RECOVERED IN FAIR CONDITION, HAVING BEEN STRUCK AT SOME
 LH1421'TIME IN THE PAST.  IT IS LOCATED 7.64 KM (4.75 MI) SOUTHWEST FROM
 LH1421'GIBBON AND ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 30.
 LH1421'TO REACH THE MARK FROM THE GIBBON POST OFFICE, GO NORTH ON CENTER
 LH1421'STREET FOR 0.16 KM (0.10 MI) TO U.S. HIGHWAY 30.  TURN LEFT AND GO
 LH1421'SOUTHWESTERLY ON HIGHWAY 30 FOR 7.64 KM (4.75 MI) TO THE MARK ON THE
 LH1421'RIGHT.
 LH1421'IT IS 17.2 M (56.4 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 7.32
 LH1421'M (24.0 FT) SOUTHEAST FROM A RIGHT-OF-WAY MARKER POST, 4.88 M
 LH1421'(16.0 FT) SOUTH FROM THE NORTH RIGHT-OF-WAY FENCE AND IS FLUSH WITH
 LH1421'THE GROUND.
 LH1421'DESCRIBED BY J.A. ODUM
 LH1421
 LH1421                          STATION RECOVERY (1991)
 LH1421
 LH1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1421'13.3 KM (8.25 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1421'OF STATE HIGHWAY 44 IN KEARNEY, 92.9 M (304.8 FT) WEST OF THE CENTER
 LH1421'OF A GRAVELED ROAD, 18.2 M (59.7 FT) EAST OF TRIANGULATION STATION
 LH1421'OPTIC, 16.7 M (54.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.0 M (16.4
 LH1421'FT) SOUTH OF A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LH1421'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 LH1421'MONUMENT IS LOOSE IN THE GROUND AND CHIPPED ON 3 SIDES.  USE WITH
 LH1421'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1422 ***********************************************************************
 LH1422  DESIGNATION -  OPTIC RM 2
 LH1422  PID         -  LH1422
 LH1422  STATE/COUNTY-  NE/BUFFALO
 LH1422  USGS QUAD   -  NEWARK (1993)
 LH1422
 LH1422                         *CURRENT SURVEY CONTROL
 LH1422  ___________________________________________________________________
 LH1422* NAD 83(1995)-  40 43 44.61057(N)    098 55 58.44406(W)     ADJUSTED  
 LH1422* NAVD 88     -       639.     (meters)    2096.     (feet)  SCALED    
 LH1422  ___________________________________________________________________
 LH1422  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 LH1422  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 LH1422
 LH1422  HORZ ORDER  -  THIRD
 LH1422
 LH1422.The horizontal coordinates were established by classical geodetic methods
 LH1422.and adjusted by the National Geodetic Survey in August 1997..
 LH1422
 LH1422.The orthometric height was scaled from a topographic map.
 LH1422
 LH1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1422
 LH1422.The geoid height was determined by GEOID03.
 LH1422
 LH1422;                    North         East     Units Scale Factor Converg.
 LH1422;SPC NE       -   100,007.052   590,122.355   MT  0.99974977   +0 42 25.8
 LH1422;UTM  14      - 4,508,682.858   505,666.163   MT  0.99960040   +0 02 37.6
 LH1422
 LH1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1422!SPC NE       -   0.99990357  x   0.99974977  =   0.99965337
 LH1422!UTM  14      -   0.99990357  x   0.99960040  =   0.99950401
 LH1422
 LH1422                          SUPERSEDED SURVEY CONTROL
 LH1422
 LH1422  NAD 83(1986)-  40 43 44.61777(N)    098 55 58.44715(W) AD(       ) 4
 LH1422  NAD 83(1986)-  40 43 44.61652(N)    098 55 58.43637(W) AD(       ) 4
 LH1422
 LH1422.Superseded values are not recommended for survey control.
 LH1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1422.See file dsdata.txt to determine how the superseded data were derived.
 LH1422
 LH1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0566608683(NAD 83)
 LH1422_MARKER: DR = REFERENCE MARK DISK
 LH1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1422_SP_SET: CONCRETE POST
 LH1422_STAMPING: OPTIC NO 2 1950
 LH1422_MARK LOGO: CGS   
 LH1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1422+STABILITY: SURFACE MOTION
 LH1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1422+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 LH1422
 LH1422  HISTORY     - Date     Condition        Report By
 LH1422  HISTORY     - 1950     MONUMENTED       CGS
 LH1422  HISTORY     - 19890510 GOOD             NGS
 LH1422  HISTORY     - 19910925 POOR             NGS
 LH1422
 LH1422                          STATION DESCRIPTION
 LH1422
 LH1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LH1422'THE MARK WAS RECOVERED IN FAIR CONDITION, HAVING BEEN STRUCK AT SOME
 LH1422'TIME IN THE PAST.  IT IS LOCATED 7.64 KM (4.75 MI) SOUTHWEST FROM
 LH1422'GIBBON AND ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 30.
 LH1422'TO REACH THE MARK FROM THE GIBBON POST OFFICE, GO NORTH ON CENTER
 LH1422'STREET FOR 0.16 KM (0.10 MI) TO U.S. HIGHWAY 30.  TURN LEFT AND GO
 LH1422'SOUTHWESTERLY ON HIGHWAY 30 FOR 7.64 KM (4.75 MI) TO THE MARK ON THE
 LH1422'RIGHT.
 LH1422'IT IS 30.78 M (101.0 FT) WEST-SOUTHWEST FROM A RIGHT-OF-WAY MARKER
 LH1422'POST, 17.1 M (56.1 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 5.49
 LH1422'M (18.0 FT) SOUTH FROM THE NORTH RIGHT-OF-WAY FENCE AND IT IS FLUSH
 LH1422'WITH THE GROUND.
 LH1422'DESCRIBED BY J. A. ODUM.
 LH1422
 LH1422                          STATION RECOVERY (1991)
 LH1422
 LH1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1422'13.3 KM (8.25 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1422'OF STATE HIGHWAY 44 IN KEARNEY, 128.9 M (422.9 FT) WEST OF THE CENTER
 LH1422'OF A GRAVELED ROAD, 17.8 M (58.4 FT) WEST OF TRIANGULATION STATION
 LH1422'OPTIC, 17.1 M (56.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 4.5 M (14.8
 LH1422'FT) SOUTH OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LH1422'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 LH1422'MONUMENT IS LOOSE IN THE GROUND AND CHIPPED ON THE SOUTH SIDE.  USE
 LH1422'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0628 ***********************************************************************
 NN0628  DESIGNATION -  ORCHARD SCHOOLHOUSE BELFRY
 NN0628  PID         -  NN0628
 NN0628  STATE/COUNTY-  NE/ANTELOPE
 NN0628  USGS QUAD   -  ORCHARD (1986)
 NN0628
 NN0628                         *CURRENT SURVEY CONTROL
 NN0628  ___________________________________________________________________
 NN0628* NAD 83(1995)-  42 20 13.91355(N)    098 14 18.22839(W)     ADJUSTED  
 NN0628* NAVD 88     -                                                        
 NN0628  ___________________________________________________________________
 NN0628  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 NN0628  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 NN0628
 NN0628  HORZ ORDER  -  THIRD
 NN0628
 NN0628.The horizontal coordinates were established by classical geodetic methods
 NN0628.and adjusted by the National Geodetic Survey in August 1997..
 NN0628
 NN0628
 NN0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0628
 NN0628.The geoid height was determined by GEOID03.
 NN0628
 NN0628;                    North         East     Units Scale Factor Converg.
 NN0628;SPC NE       -   279,481.179   645,132.779   MT  0.99976389   +1 10 02.7
 NN0628;UTM  14      - 4,687,496.906   562,740.251   MT  0.99964843   +0 30 46.6
 NN0628
 NN0628                          SUPERSEDED SURVEY CONTROL
 NN0628
 NN0628  NAD 83(1986)-  42 20 13.91875(N)    098 14 18.23104(W) AD(       ) 4
 NN0628  NAD 27      -  42 20 13.89800(N)    098 14 16.96400(W) AD(       ) 3
 NN0628
 NN0628.Superseded values are not recommended for survey control.
 NN0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0628.See file dsdata.txt to determine how the superseded data were derived.
 NN0628
 NN0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM6274087497(NAD 83)
 NN0628_MARKER: 75 = BELFRY
 NN0628
 NN0628  HISTORY     - Date     Condition        Report By
 NN0628  HISTORY     - 1900     FIRST OBSERVED   CGS
 NN0628  HISTORY     - 1935     MARK NOT FOUND   CGS
 NN0628
 NN0628                          STATION DESCRIPTION
 NN0628
 NN0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0628'THIS MARK IS LOST, FOR THE OLD SCHOOL BUILDING WAS REMOVED
 NN0628'IN 1923 AND A NEW BRICK BUILDING ERECTED DIAGONALLY ACROSS
 NN0628'THE STREET FROM THE OLD LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0492 ***********************************************************************
 ML0492  DESIGNATION -  ORD
 ML0492  PID         -  ML0492
 ML0492  STATE/COUNTY-  NE/VALLEY
 ML0492  USGS QUAD   -  ORD (1985)
 ML0492
 ML0492                         *CURRENT SURVEY CONTROL
 ML0492  ___________________________________________________________________
 ML0492* NAD 83(1986)-  41 36 08.     (N)    098 55 44.     (W)     SCALED    
 ML0492* NAVD 88     -       627.187  (meters)    2057.70   (feet)  ADJUSTED  
 ML0492  ___________________________________________________________________
 ML0492  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 ML0492  DYNAMIC HT  -         626.883 (meters)    2056.70  (feet)  COMP
 ML0492  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 ML0492
 ML0492  VERT ORDER  -  SECOND    CLASS 0
 ML0492
 ML0492.The horizontal coordinates were scaled from a topographic map and have
 ML0492.an estimated accuracy of +/- 6 seconds.
 ML0492
 ML0492.The orthometric height was determined by differential leveling
 ML0492.and adjusted by the National Geodetic Survey in June 1991..
 ML0492
 ML0492.The geoid height was determined by GEOID03.
 ML0492
 ML0492.The dynamic height is computed by dividing the NAVD 88
 ML0492.geopotential number by the normal gravity value computed on the
 ML0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0492.degrees latitude (g = 980.6199 gals.).
 ML0492
 ML0492.The modeled gravity was interpolated from observed gravity values.
 ML0492
 ML0492;                    North         East    Units  Estimated Accuracy
 ML0492;SPC NE       -   196,940.      589,260.      MT  (+/- 180 meters Scaled)
 ML0492
 ML0492                          SUPERSEDED SURVEY CONTROL
 ML0492
 ML0492  NGVD 29 (??/??/92)  626.937  (m)         2056.88   (f) ADJ UNCH    2 0
 ML0492
 ML0492.Superseded values are not recommended for survey control.
 ML0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0492.See file dsdata.txt to determine how the superseded data were derived.
 ML0492
 ML0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM059056(NAD 83)
 ML0492_MARKER: DB = BENCH MARK DISK
 ML0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0492_STAMPING: ORD 1934
 ML0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0492+STABILITY: SURFACE MOTION
 ML0492
 ML0492  HISTORY     - Date     Condition        Report By
 ML0492  HISTORY     - 1934     MONUMENTED       CGS
 ML0492  HISTORY     - 1935     GOOD             NGS
 ML0492  HISTORY     - 1950     GOOD             NGS
 ML0492  HISTORY     - 1985     GOOD             NGS
 ML0492
 ML0492                          STATION DESCRIPTION
 ML0492
 ML0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ML0492'AT ORD.
 ML0492'ON THE VALLEY COUNTY COURTHOUSE GROUNDS WHICH ARE AT THE CORNER
 ML0492'OF SOUTH 16TH AND M STREETS, 154.3 FEET NORTH OF THE CENTER
 ML0492'LINE OF M STREET, 128.4 FEET EAST OF THE CENTER LINE OF SOUTH
 ML0492'16TH STREET, 68.5 FEET WEST OF THE CENTER OF THE MAIN DOOR OF
 ML0492'COURTHOUSE WHICH IS ON THE WEST SIDE OF THE BUILDING, AND ABOUT
 ML0492'1 FOOT SOUTH OF THE SOUTH SIDE OF SIDEWALK.
 ML0492
 ML0492                          STATION RECOVERY (1950)
 ML0492
 ML0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 ML0492'RECOVERED IN GOOD CONDITION.
 ML0492
 ML0492                          STATION RECOVERY (1985)
 ML0492
 ML0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1175 ***********************************************************************
 ML1175  DESIGNATION -  ORD
 ML1175  PID         -  ML1175
 ML1175  STATE/COUNTY-  NE/VALLEY
 ML1175  USGS QUAD   -  ORD (1985)
 ML1175
 ML1175                         *CURRENT SURVEY CONTROL
 ML1175  ___________________________________________________________________
 ML1175* NAD 83(1995)-  41 37 10.48002(N)    098 59 17.36378(W)     ADJUSTED  
 ML1175* NAVD 88     -       698.2    (meters)    2291.     (feet)  VERTCON   
 ML1175  ___________________________________________________________________
 ML1175  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 ML1175  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 ML1175
 ML1175  HORZ ORDER  -  FIRST
 ML1175
 ML1175.The horizontal coordinates were established by classical geodetic methods
 ML1175.and adjusted by the National Geodetic Survey in August 1997..
 ML1175
 ML1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1175
 ML1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1175
 ML1175.The geoid height was determined by GEOID03.
 ML1175
 ML1175;                    North         East     Units Scale Factor Converg.
 ML1175;SPC NE       -   198,811.696   584,298.903   MT  0.99966056   +0 40 14.0
 ML1175;UTM  14      - 4,607,539.853   500,986.662   MT  0.99960001   +0 00 28.3
 ML1175
 ML1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1175!SPC NE       -   0.99989424  x   0.99966056  =   0.99955483
 ML1175!UTM  14      -   0.99989424  x   0.99960001  =   0.99949429
 ML1175
 ML1175|---------------------------------------------------------------------|
 ML1175| PID    Reference Object                     Distance      Geod. Az  |
 ML1175|                                                           dddmmss.s |
 ML1175| CN9394 ORD RM 1                             10.751 METERS 03108     |
 ML1175| ML1128 ORD RADIO STATION KNLV MAST         APPROX. 7.5 KM 1351739.0 |
 ML1175| CN9395 ORD RM 2                              9.734 METERS 13746     |
 ML1175| CN9396 ORD RM 3 AZIMUTH                                   2631954.1 |
 ML1175|---------------------------------------------------------------------|
 ML1175
 ML1175                          SUPERSEDED SURVEY CONTROL
 ML1175
 ML1175  NAD 83(1986)-  41 37 10.48564(N)    098 59 17.37017(W) AD(       ) 1
 ML1175  NAD 27      -  41 37 10.45144(N)    098 59 16.04583(W) AD(       ) 1
 ML1175  NGVD 29 (07/19/86)  697.9    (m)         2290.     (f) VERT ANG       
 ML1175
 ML1175.Superseded values are not recommended for survey control.
 ML1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1175.See file dsdata.txt to determine how the superseded data were derived.
 ML1175
 ML1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0098707540(NAD 83)
 ML1175_MARKER: DS = TRIANGULATION STATION DISK
 ML1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1175_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ML1175
 ML1175  HISTORY     - Date     Condition        Report By
 ML1175  HISTORY     - 1973     MONUMENTED       NGS
 ML1175
 ML1175                          STATION DESCRIPTION
 ML1175
 ML1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1175'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF COMSTOCK, 4.5
 ML1175'MILES SOUTH-SOUTHEAST OF ELYRIA, 3.5 MILES WEST-NORTHWEST OF ORD,
 ML1175'0.1 MILE SOUTHEAST OF A POWER LINE THAT RUNS ALONG THE TOP OF
 ML1175'A PASTURED RIDGE.  THE PROPERTY IS OWNED BY MR. CARSON ROGERS,
 ML1175'ORD, NEBRASKA.
 ML1175'
 ML1175'TO REACH THE STATION FROM THE POST OFFICE IN ORD GO WEST ON
 ML1175'STATE HIGHWAYS 11 AND 70 FOR 0.6 MILE TO THE JUNCTION OF THE
 ML1175'HIGHWAYS.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 11 FOR 0.6
 ML1175'MILE TO A CROSS ROAD AND SIGN, SARGENT.  TURN LEFT AND GO WEST
 ML1175'ON THE SURFACED ROAD FOR 2.8 MILES TO A SIDE ROAD RIGHT.  TURN
 ML1175'RIGHT AND GO NORTHERLY ON THE BLADED DIRT ROAD FOR 0.4 MILE TO
 ML1175'A TRACK ROAD RIGHT, A GATE AND REFERENCE MARK 3 ON THE RIGHT.
 ML1175'TURN RIGHT, PASSING THROUGH THE GATE, AND GO EAST, NORTH AND EAST
 ML1175'ON THE TRACK ROAD FOR 0.6 MILE TO A GATE IN A FENCE CORNER.  PASS
 ML1175'THROUGH THE GATE AND CONTINUE EAST ON THE TRACK ROAD FOR
 ML1175'0.2 MILE TO THE SUMMIT OF THE RIDGE.  TURN RIGHT AND GO
 ML1175'SOUTHEAST, PASSING UNDER A POWER LINE, ON THE DIM TRACK ROAD FOR
 ML1175'0.1 MILE TO THE SOUTHEAST POINT OF THE RIDGE AND THE
 ML1175'STATION.
 ML1175'
 ML1175'THE STATION MARKS ARE STANDARD DISKS STAMPED ORD 1972, THE
 ML1175'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 ML1175'IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT
 ML1175'IS 113 FEET EAST OF A POWER POLE WITH A GUY WIRE AND ON THE
 ML1175'APPARENT HIGH POINT OF THE RIDGE.  THE UNDER GROUND DISK WAS
 ML1175'SET ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 ML1175'
 ML1175'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ORD NO 1 1972, SET
 ML1175'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 ML1175'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 142 FEET
 ML1175'EAST-NORTHEAST OF A POWER POLE WITH A GUY WIRE AND ABOUT 2 FEET
 ML1175'LOWER THAN THE STATION.
 ML1175'
 ML1175'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ORD NO 2 1972, SET
 ML1175'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 ML1175'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 129 FEET
 ML1175'EAST OF POWER POLE WITH A GUY WIRE AND ABOUT THE SAME ELEVATION
 ML1175'AS THE STATION.
 ML1175'
 ML1175'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ORD NO 3 1972, SET
 ML1175'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 ML1175'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 ML1175'IS 18 FEET EAST OF THE CENTER OF THE BLADED DIRT ROAD, 2.5 FEET
 ML1175'NORTHWEST OF THE NORTH GATE POST AND 2.5 FEET SOUTH OF A METAL
 ML1175'WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1128 ***********************************************************************
 ML1128  DESIGNATION -  ORD RADIO STATION KNLV MAST
 ML1128  PID         -  ML1128
 ML1128  STATE/COUNTY-  NE/VALLEY
 ML1128  USGS QUAD   -  ORD (1985)
 ML1128
 ML1128                         *CURRENT SURVEY CONTROL
 ML1128  ___________________________________________________________________
 ML1128* NAD 83(1995)-  41 34 18.04034(N)    098 55 30.16167(W)     ADJUSTED  
 ML1128* NAVD 88     -                                                        
 ML1128  ___________________________________________________________________
 ML1128  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 ML1128  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ML1128
 ML1128  HORZ ORDER  -  THIRD
 ML1128
 ML1128.The horizontal coordinates were established by classical geodetic methods
 ML1128.and adjusted by the National Geodetic Survey in August 1997..
 ML1128
 ML1128
 ML1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1128
 ML1128.The geoid height was determined by GEOID03.
 ML1128
 ML1128;                    North         East     Units Scale Factor Converg.
 ML1128;SPC NE       -   193,557.346   589,622.735   MT  0.99965925   +0 42 44.5
 ML1128;UTM  14      - 4,602,224.601   506,249.057   MT  0.99960048   +0 02 59.1
 ML1128
 ML1128                          SUPERSEDED SURVEY CONTROL
 ML1128
 ML1128  NAD 83(1986)-  41 34 18.04593(N)    098 55 30.16718(W) AD(       ) 4
 ML1128  NAD 27      -  41 34 18.01114(N)    098 55 28.85456(W) AD(       ) 3
 ML1128
 ML1128.Superseded values are not recommended for survey control.
 ML1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1128.See file dsdata.txt to determine how the superseded data were derived.
 ML1128
 ML1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0624902225(NAD 83)
 ML1128_MARKER: 42 = RADIO/TV MAST
 ML1128
 ML1128  HISTORY     - Date     Condition        Report By
 ML1128  HISTORY     - 1972     FIRST OBSERVED   NGS
 ML1128
 ML1128                          STATION DESCRIPTION
 ML1128
 ML1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1128'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE ORD, KNLV
 ML1128'RADIO, MAST THAT IS LOCATED ABOUT 14 MILES NORTHEAST OF ARCADIA,
 ML1128'9.5 MILES NORTHWEST OF NORTH LOUP AND 2 MILES SOUTH OF ORD.  THE
 ML1128'MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS
 ML1128'OF RED AND WHITE AND IS 248 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1129 ***********************************************************************
 ML1129  DESIGNATION -  ORD REA KAB 406 RAD MAST
 ML1129  PID         -  ML1129
 ML1129  STATE/COUNTY-  NE/VALLEY
 ML1129  USGS QUAD   -  ORD (1985)
 ML1129
 ML1129                         *CURRENT SURVEY CONTROL
 ML1129  ___________________________________________________________________
 ML1129* NAD 83(1995)-  41 34 58.46562(N)    098 56 37.70885(W)     ADJUSTED  
 ML1129* NAVD 88     -                                                        
 ML1129  ___________________________________________________________________
 ML1129  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 ML1129  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ML1129
 ML1129  HORZ ORDER  -  THIRD
 ML1129
 ML1129.The horizontal coordinates were established by classical geodetic methods
 ML1129.and adjusted by the National Geodetic Survey in August 1997..
 ML1129
 ML1129
 ML1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1129
 ML1129.The geoid height was determined by GEOID03.
 ML1129
 ML1129;                    North         East     Units Scale Factor Converg.
 ML1129;SPC NE       -   194,784.725   588,043.238   MT  0.99965950   +0 41 59.8
 ML1129;UTM  14      - 4,603,470.092   504,683.953   MT  0.99960027   +0 02 14.3
 ML1129
 ML1129                          SUPERSEDED SURVEY CONTROL
 ML1129
 ML1129  NAD 83(1986)-  41 34 58.47087(N)    098 56 37.71459(W) AD(       ) 4
 ML1129  NAD 27      -  41 34 58.44142(N)    098 56 36.39650(W) AD(       ) 3
 ML1129
 ML1129.Superseded values are not recommended for survey control.
 ML1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1129.See file dsdata.txt to determine how the superseded data were derived.
 ML1129
 ML1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0468403470(NAD 83)
 ML1129_MARKER: 42 = RADIO/TV MAST
 ML1129
 ML1129  HISTORY     - Date     Condition        Report By
 ML1129  HISTORY     - 1972     FIRST OBSERVED   NGS
 ML1129
 ML1129                          STATION DESCRIPTION
 ML1129
 ML1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1129'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE ORD, RURAL
 ML1129'ELECTRIC ASSOCIATION, KAB 406, RADIO MAST THAT IS LOCATED ABOUT
 ML1129'14.5 MILES NORTHEAST OF ARCADIA, 11 MILES NORTHWEST OF NORTH LOUP
 ML1129'AND 1.7 MILES SOUTHWEST OF ORD.  THE MAST IS TRIANGULAR IN CROSS
 ML1129'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND IS 165
 ML1129'FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1127 ***********************************************************************
 ML1127  DESIGNATION -  ORD REGION 26 RADIO MAST
 ML1127  PID         -  ML1127
 ML1127  STATE/COUNTY-  NE/VALLEY
 ML1127  USGS QUAD   -  ORD NE (1985)
 ML1127
 ML1127                         *CURRENT SURVEY CONTROL
 ML1127  ___________________________________________________________________
 ML1127* NAD 83(1995)-  41 42 51.99811(N)    098 52 07.37846(W)     ADJUSTED  
 ML1127* NAVD 88     -                                                        
 ML1127  ___________________________________________________________________
 ML1127  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 ML1127  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 ML1127
 ML1127  HORZ ORDER  -  THIRD
 ML1127
 ML1127.The horizontal coordinates were established by classical geodetic methods
 ML1127.and adjusted by the National Geodetic Survey in August 1997..
 ML1127
 ML1127
 ML1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1127
 ML1127.The geoid height was determined by GEOID03.
 ML1127
 ML1127;                    North         East     Units Scale Factor Converg.
 ML1127;SPC NE       -   209,467.050   594,111.389   MT  0.99966520   +0 44 58.9
 ML1127;UTM  14      - 4,618,080.377   510,921.084   MT  0.99960147   +0 05 14.5
 ML1127
 ML1127                          SUPERSEDED SURVEY CONTROL
 ML1127
 ML1127  NAD 83(1986)-  41 42 52.00352(N)    098 52 07.38444(W) AD(       ) 4
 ML1127  NAD 27      -  41 42 51.97421(N)    098 52 06.07383(W) AD(       ) 3
 ML1127
 ML1127.Superseded values are not recommended for survey control.
 ML1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1127.See file dsdata.txt to determine how the superseded data were derived.
 ML1127
 ML1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM1092118080(NAD 83)
 ML1127_MARKER: 42 = RADIO/TV MAST
 ML1127
 ML1127  HISTORY     - Date     Condition        Report By
 ML1127  HISTORY     - 1972     FIRST OBSERVED   NGS
 ML1127
 ML1127                          STATION DESCRIPTION
 ML1127
 ML1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 ML1127'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE ORD, REGION 26
 ML1127'(MID-NEBRASKA) LAW ENFORCEMENT AND CRIMINAL JUSTICE, KTE 366
 ML1127'RADIO MAST THAT IS LOCATED ABOUT 14 MILES EAST-SOUTHEAST OF
 ML1127'BURWELL, 11 MILES SOUTHWEST OF ERICSON AND 8 MILES NORTHEAST OF
 ML1127'ORD.  THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN
 ML1127'ALTERNATE BANDS OF RED AND WHITE AND IS 300 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0533 ***********************************************************************
 MN0533  DESIGNATION -  ORDVILLE
 MN0533  PID         -  MN0533
 MN0533  STATE/COUNTY-  NE/CHEYENNE
 MN0533  USGS QUAD   -  MUD SPRINGS SE (1972)
 MN0533
 MN0533                         *CURRENT SURVEY CONTROL
 MN0533  ___________________________________________________________________
 MN0533* NAD 83(1995)-  41 15 25.84205(N)    103 05 19.25809(W)     ADJUSTED  
 MN0533* NAVD 88     -      1339.     (meters)    4393.     (feet)  SCALED    
 MN0533  ___________________________________________________________________
 MN0533  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 MN0533  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 MN0533
 MN0533  HORZ ORDER  -  SECOND
 MN0533
 MN0533.The horizontal coordinates were established by classical geodetic methods
 MN0533.and adjusted by the National Geodetic Survey in August 1997..
 MN0533
 MN0533.The orthometric height was scaled from a topographic map.
 MN0533
 MN0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0533
 MN0533.The geoid height was determined by GEOID03.
 MN0533
 MN0533;                    North         East     Units Scale Factor Converg.
 MN0533;SPC NE       -   162,704.790   241,286.809   MT  0.99966797   -2 02 48.7
 MN0533;UTM  13      - 4,569,068.481   660,122.196   MT  0.99991555   +1 15 38.4
 MN0533
 MN0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0533!SPC NE       -   0.99979316  x   0.99966797  =   0.99946120
 MN0533!UTM  13      -   0.99979316  x   0.99991555  =   0.99970872
 MN0533
 MN0533:                Primary Azimuth Mark                     Grid Az
 MN0533:SPC NE       -  ORDVILLE AZ MK                           002 09 09.8
 MN0533:UTM  13      -  ORDVILLE AZ MK                           358 50 42.7
 MN0533
 MN0533|---------------------------------------------------------------------|
 MN0533| PID    Reference Object                     Distance      Geod. Az  |
 MN0533|                                                           dddmmss.s |
 MN0533| MN0535 ORDVILLE AZ MK                      APPROX. 0.9 KM 0000621.1 |
 MN0533| CP7863 ORDVILLE RM 3                        28.170 METERS 04305     |
 MN0533| CP7864 ORDVILLE RM 4                        24.720 METERS 12838     |
 MN0533| CP7862 ORDVILLE RM 2                        12.723 METERS 18656     |
 MN0533| MN0543 ORDVILLE SIOUX ORD DEPOT TANK       APPROX. 4.6 KM 1915920.0 |
 MN0533| MN0542 ORDVILLE SIOUX ORD DEPOT STACK      APPROX. 4.7 KM 1942235.5 |
 MN0533| CP7861 ORDVILLE RM 1                        13.931 METERS 35340     |
 MN0533|---------------------------------------------------------------------|
 MN0533
 MN0533                          SUPERSEDED SURVEY CONTROL
 MN0533
 MN0533  NAD 83(1995)-  41 15 25.84121(N)    103 05 19.25808(W) AD(       ) 2
 MN0533  NAD 83(1986)-  41 15 25.83471(N)    103 05 19.25884(W) AD(       ) 2
 MN0533  NAD 27      -  41 15 25.90050(N)    103 05 17.52050(W) AD(       ) 2
 MN0533
 MN0533.Superseded values are not recommended for survey control.
 MN0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0533.See file dsdata.txt to determine how the superseded data were derived.
 MN0533
 MN0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6012269068(NAD 83)
 MN0533_MARKER: DS = TRIANGULATION STATION DISK
 MN0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0533_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0533
 MN0533  HISTORY     - Date     Condition        Report By
 MN0533  HISTORY     - 1963     MONUMENTED       CGS
 MN0533  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0533  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MN0533
 MN0533                          STATION DESCRIPTION
 MN0533
 MN0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0533'THE STATION IS ABOUT 8 MILES WEST AND 6 MILES NORTH OF SIDNEY,
 MN0533'3 MILES NORTH AND 1 MILE EAST OF ORDVILLE, AND INSIDE THE
 MN0533'SECURITY FENCE OF THE SIOUX ORDNANCE DEPOT, AND ON U.S. GOVERNMENT
 MN0533'PROPERTY.
 MN0533'
 MN0533'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0533'ON U.S. HIGHWAY 30 FOR 1.6 MILES TO A Y-FORK AND JUNCTION WITH
 MN0533'U.S. HIGHWAY 385.  KEEP LEFT AND GO NORTH ON U.S. HIGHWAY 385
 MN0533'FOR 5.4 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST PASSING
 MN0533'OVER RAILROAD TRACKS ON GRAVELED ROAD FOR 1.05 MILES TO CROSSROAD
 MN0533'AND GUARD GATE POST NO. 4 IN THE SOUTHEAST CORNER OF THE SIOUX
 MN0533'ORDNANCE DEPOT.  GO THROUGH GUARD GATE AND TURN RIGHT AND GO
 MN0533'NORTH, WEST, AND SOUTH ON GRAVELED ROAD FOR 11.85 MILES TO
 MN0533'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD, SOUTH, ON
 MN0533'GRAVELED ROAD FOR 0.5 MILES TO THE STATION ON THE RIGHT
 MN0533'BESIDE THE SECURITY FENCE.
 MN0533'
 MN0533'THE STATION IS A STANDARD DISK STAMPED ORDVILLE 1963, SET
 MN0533'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4
 MN0533'INCHES.  IT IS 74 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 MN0533'6.5 FEET EAST OF THE SECURITY FENCE, AND 6 FEET EAST OF A METAL
 MN0533'WITNESS POST WITH SIGN.
 MN0533'
 MN0533'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ORDVILLE
 MN0533'NO 1 1963, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 MN0533'PROJECTS 5 INCHES.  IT IS 80 FEET WEST OF THE CENTER OF A
 MN0533'GRAVELED ROAD, 47 FEET NORTH OF A METAL WITNESS POST WITH SIGN,
 MN0533'AND 1.3 FEET EAST OF THE SECURITY FENCE.
 MN0533'
 MN0533'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ORDVILLE
 MN0533'NO 2 1963, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0533'WHICH PROJECTS 3 INCHES.  IT IS 80 FEET WEST OF THE CENTER
 MN0533'OF A GRAVELED ROAD, 43 FEET SOUTH OF A METAL WITNESS POST WITH
 MN0533'SIGN, AND 1.3 FEET EAST OF THE SECURITY FENCE.
 MN0533'
 MN0533'AZIMUTH MARK IS A STANDARD DISK STAMPED ORDVILLE 1963, SET
 MN0533'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 MN0533'8 INCHES.  IT IS 80 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 MN0533'1.2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, AND 1 FOOT
 MN0533'EAST OF THE SECURITY FENCE.
 MN0533
 MN0533                          STATION RECOVERY (1972)
 MN0533
 MN0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JEK)
 MN0533'THE STATION WAS FOUND BROKEN OFF ABOUT 12 INCHES BELOW THE
 MN0533'SURFACE.  R.M.S WERE NOT FOUND.  THE AREA IS UNDER CULTIVATION
 MN0533'EXCEPT FOR A STRIP ABOUT 2 FT. WIDE AND ABOUT 50 FT. LONG.
 MN0533'R.M.S ARE PRESUMED DESTROYED.  THE AZIMUTH MARK WAS FOUND IN
 MN0533'GOOD CONDITION AS DESCRIBED.
 MN0533
 MN0533                          STATION RECOVERY (1977)
 MN0533
 MN0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0533'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED
 MN0533'AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 MN0533'BROKEN OFF AND LYING ON TOP THE GROUND.  REFERENCE MARKS 1 AND 2
 MN0533'WERE NOT FOUND.  THE FENCE MENTIONED IN THE PREVIOUS DESCRIPTION
 MN0533'HAS BEEN REMOVED AND THE AREA IS NOW UNDER-CULTIVATION.  A NEW
 MN0533'SURFACE STATION MARK WAS SET DIRECTLY ABOVE THE UNDERGROUND MARK
 MN0533'AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED THIS DATE.  DUE TO
 MN0533'CHANGES IN THE AREA, A NEW COMPLETE DESCRIPTION FOLLOWS--
 MN0533'
 MN0533'THE STATION IS LOCATED 8.0 MILES WEST AND 3.0 MILES NORTH OF SIDNEY,
 MN0533'AND 3.0 MILES NORTH AND 1.0 MILE EAST OF ORDVILLE, ON TOP OF A HILL
 MN0533'ON THE BOUNDARY LINE OF FIELDS UNDER-CULTIVATION AND PROPERTY OF
 MN0533'TWO DIFFERENT OWNERS.  THE PROPERTY OWNER OF THE LAND ON THE WEST
 MN0533'SIDE OF THE STATION MARK, STATED THAT THE MARK FALLS JUST A FEW FEET
 MN0533'EAST OF THE BOUNDARY LINE AND THE PROPERTY OWNER OF THE LAND ON
 MN0533'THE EAST SIDE OF THE MARK WAS UNKNOWN THIS DATE.
 MN0533'
 MN0533'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST ON US
 MN0533'HIGHWAY 30 FOR 1.55 MILES TO THE JUNCTION OF US HIGHWAY 385, TURN
 MN0533'LEFT AND GO NORTH ON HIGHWAY 385 FOR 5.65 MILES TO A CROSSROAD AND
 MN0533'THE HUNTSMAN GRAIN ELEVATOR ON THE LEFT, TURN LEFT AND GO WEST ON A
 MN0533'SURFACED ROAD FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT AND GO
 MN0533'NORTH ON A GRAVELED ROAD FOR 5.0 MILES TO A SIDE ROAD ON THE
 MN0533'LEFT, TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 4.0 MILES TO
 MN0533'A SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH FOR 0.55 MILE
 MN0533'TO A CROSSROAD, TURN RIGHT AND GO WEST ON A SURFACED ROAD FOR
 MN0533'0.45 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON
 MN0533'A SURFACED ROAD FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 MN0533'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.5 MILE TO A SIDE
 MN0533'ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON A GRAVELED TRACK ROAD
 MN0533'FOR 1.05 MILE TO TOP OF A HILL AND THE AZIMUTH MARK ON THE RIGHT
 MN0533'AMONG OLD MACHINERY, CONTINUE SOUTH ON THE GRAVEL TRACK ROAD
 MN0533'FOR 0.5 MILE TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 MN0533'
 MN0533'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED ORDVILLE 1963
 MN0533'1977, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 18
 MN0533'INCHES BELOW THE GROUND SURFACE.  IT IS 74.5 FEET WEST OF THE
 MN0533'CENTER OF THE GRAVELED TRACK ROAD AND ON TOP OF HILL.  REBAR
 MN0533'PLACED IN CONCRETE POST.  THE UNDERGROUND DISK IS STAMPED ORDVILLE
 MN0533'1963 AND IS 4 FEET BELOW THE GROUND SURFACE.
 MN0533'
 MN0533'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MN0533'ORDVILLE 1963 NO 3 1977, AND PROJECTS 1 INCH ABOVE THE GROUND
 MN0533'SURFACE.  IT IS 10 FEET WEST OF THE CENTER OF THE GRAVELED TRACK
 MN0533'ROAD AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 MN0533'
 MN0533'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MN0533'ORDVILLE 1963 NO 4 1977, AND PROJECTS 1 INCH ABOVE THE GROUND
 MN0533'SURFACE.  IT IS 12 FEET WEST OF THE CENTER OF THE GRAVELED TRACK
 MN0533'ROAD AND 1.3 FEET NORTH OF A METAL WITNESS POST.
 MN0533'
 MN0533'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ORDVILLE 1963, SET
 MN0533'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 6 INCHES
 MN0533'ABOVE THE GROUND SURFACE.  IT IS 76 FEET WEST OF THE CENTER OF THE
 MN0533'GRAVELED TRACK ROAD AND 1.4 FEET SOUTH OF A METAL WITNESS POST.
 MN0533'
 MN0533'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES W AND
 MN0533'3 MILES N OF SIDNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0542 ***********************************************************************
 MN0542  DESIGNATION -  ORDVILLE SIOUX ORD DEPOT STACK
 MN0542  PID         -  MN0542
 MN0542  STATE/COUNTY-  NE/CHEYENNE
 MN0542  USGS QUAD   -  BROWNSON (1972)
 MN0542
 MN0542                         *CURRENT SURVEY CONTROL
 MN0542  ___________________________________________________________________
 MN0542* NAD 83(1995)-  41 12 57.53290(N)    103 06 09.60101(W)     ADJUSTED  
 MN0542* NAVD 88     -                                                        
 MN0542  ___________________________________________________________________
 MN0542  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 MN0542  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 MN0542
 MN0542  HORZ ORDER  -  THIRD
 MN0542
 MN0542.The horizontal coordinates were established by classical geodetic methods
 MN0542.and adjusted by the National Geodetic Survey in August 1997..
 MN0542
 MN0542
 MN0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0542
 MN0542.The geoid height was determined by GEOID03.
 MN0542
 MN0542;                    North         East     Units Scale Factor Converg.
 MN0542;SPC NE       -   158,175.911   239,951.875   MT  0.99967132   -2 03 22.1
 MN0542;UTM  13      - 4,564,469.015   659,050.480   MT  0.99991134   +1 15 01.5
 MN0542
 MN0542                          SUPERSEDED SURVEY CONTROL
 MN0542
 MN0542  NAD 83(1995)-  41 12 57.53186(N)    103 06 09.60091(W) AD(       ) 4
 MN0542  NAD 83(1986)-  41 12 57.52545(N)    103 06 09.60073(W) AD(       ) 4
 MN0542  NAD 27      -  41 12 57.58800(N)    103 06 07.86300(W) AD(       ) 3
 MN0542
 MN0542.Superseded values are not recommended for survey control.
 MN0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0542.See file dsdata.txt to determine how the superseded data were derived.
 MN0542
 MN0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5905064469(NAD 83)
 MN0542_MARKER: 63 = STACK
 MN0542
 MN0542  HISTORY     - Date     Condition        Report By
 MN0542  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0542
 MN0542                          STATION DESCRIPTION
 MN0542
 MN0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0542'THE STATION IS IN THE SOUTHWEST AND ADMINISTRATIVE AREA OF
 MN0542'THE SIOUX ORDNANCE DEPOT, ABOUT 7-1/2 MILES NORTHWEST OF SIDNEY
 MN0542'AND 1 MILE EAST OF ORDVILLE.
 MN0542'
 MN0542'THE STATION IS THE CENTER OF THE TALLEST ONE OF FIVE SMOKE
 MN0542'STACKS ON THE SIOUX ORDNANCE DEPOT.  THE STATION STACK IS
 MN0542'TRUNCATED IN SHAPE WHEREAS THE OTHER FOUR STACKS ARE CYLINDRICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0543 ***********************************************************************
 MN0543  DESIGNATION -  ORDVILLE SIOUX ORD DEPOT TANK
 MN0543  PID         -  MN0543
 MN0543  STATE/COUNTY-  NE/CHEYENNE
 MN0543  USGS QUAD   -  BROWNSON (1972)
 MN0543
 MN0543                         *CURRENT SURVEY CONTROL
 MN0543  ___________________________________________________________________
 MN0543* NAD 83(1995)-  41 13 00.54132(N)    103 06 00.12054(W)     ADJUSTED  
 MN0543* NAVD 88     -                                                        
 MN0543  ___________________________________________________________________
 MN0543  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 MN0543  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 MN0543
 MN0543  HORZ ORDER  -  THIRD
 MN0543
 MN0543.The horizontal coordinates were established by classical geodetic methods
 MN0543.and adjusted by the National Geodetic Survey in August 1997..
 MN0543
 MN0543
 MN0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0543
 MN0543.The geoid height was determined by GEOID03.
 MN0543
 MN0543;                    North         East     Units Scale Factor Converg.
 MN0543;SPC NE       -   158,260.712   240,175.829   MT  0.99967125   -2 03 15.8
 MN0543;UTM  13      - 4,564,566.615   659,269.223   MT  0.99991220   +1 15 07.8
 MN0543
 MN0543                          SUPERSEDED SURVEY CONTROL
 MN0543
 MN0543  NAD 83(1995)-  41 13 00.54029(N)    103 06 00.12044(W) AD(       ) 4
 MN0543  NAD 83(1986)-  41 13 00.53387(N)    103 06 00.12027(W) AD(       ) 4
 MN0543  NAD 27      -  41 13 00.59700(N)    103 05 58.38300(W) AD(       ) 3
 MN0543
 MN0543.Superseded values are not recommended for survey control.
 MN0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0543.See file dsdata.txt to determine how the superseded data were derived.
 MN0543
 MN0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5926964567(NAD 83)
 MN0543_MARKER: 53 = ELEVATED TANK
 MN0543_MARK LOGO: CGS   
 MN0543
 MN0543  HISTORY     - Date     Condition        Report By
 MN0543  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0543  HISTORY     - 1963     GOOD             CGS
 MN0543
 MN0543                          STATION DESCRIPTION
 MN0543
 MN0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0543'THE STATION IS IN THE SOUTHWEST AREA OF THE SIOUX ORDNANCE
 MN0543'DEPOT, IN THE ADMINISTRATIVE AREA OF THE DEPOT, ABOUT 7-1/2
 MN0543'MILES NORTHWEST OF SIDNEY AND 1 MILE EAST OF ORDVILLE.
 MN0543'
 MN0543'THE STATION IS THE CENTER OF A BALL LOCATED ATOP A WATER
 MN0543'TANK.  THE WATER TANK IS A FOUR LEGGED STRUCTURE PAINTED
 MN0543'SILVER WITH A CENTER STANDPIPE.  IT IS ABOUT 100 FEET IN HEIGHT.
 MN0543
 MN0543                          STATION RECOVERY (1963)
 MN0543
 MN0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MN0543'THE WATER TANK IS LOCATED AT THE WESTERN NEBRASKA TECHNICAL COLLEGE,
 MN0543'JUST NORTH OF INTERSTATE HIGHWAY 80.  IT IS THE ONLY WATER TANK IN
 MN0543'THE AREA.  IT WAS OBSERVED UPON FROM STATIONS EARL AND EARL AZ MK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0340 ***********************************************************************
 MM0340  DESIGNATION -  OREGON
 MM0340  PID         -  MM0340
 MM0340  STATE/COUNTY-  NE/KEITH
 MM0340  USGS QUAD   -  BRULE (1961)
 MM0340
 MM0340                         *CURRENT SURVEY CONTROL
 MM0340  ___________________________________________________________________
 MM0340* NAD 83(1995)-  41 05 28.10296(N)    101 58 11.17417(W)     ADJUSTED  
 MM0340* NAVD 88     -      1033.244  (meters)    3389.90   (feet)  ADJUSTED  
 MM0340  ___________________________________________________________________
 MM0340  X           -    -998,549.161 (meters)                     COMP
 MM0340  Y           -  -4,710,022.385 (meters)                     COMP
 MM0340  Z           -   4,170,722.257 (meters)                     COMP
 MM0340  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 MM0340  ELLIP HEIGHT-        1012.61  (meters)          (06/27/02) GPS OBS
 MM0340  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 MM0340  DYNAMIC HT  -        1032.589 (meters)    3387.75  (feet)  COMP
 MM0340  MODELED GRAV-     979,954.1   (mgal)                       NAVD 88
 MM0340
 MM0340  HORZ ORDER  -  THIRD
 MM0340  VERT ORDER  -  FIRST     CLASS II
 MM0340  ELLP ORDER  -  FOURTH    CLASS I
 MM0340
 MM0340.The horizontal coordinates were established by classical geodetic methods
 MM0340.and adjusted by the National Geodetic Survey in August 1997..
 MM0340
 MM0340.The orthometric height was determined by differential leveling
 MM0340.and adjusted by the National Geodetic Survey in June 1991..
 MM0340
 MM0340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0340
 MM0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0340
 MM0340.The ellipsoidal height was determined by GPS observations
 MM0340.and is referenced to NAD 83.
 MM0340
 MM0340.The geoid height was determined by GEOID03.
 MM0340
 MM0340.The dynamic height is computed by dividing the NAVD 88
 MM0340.geopotential number by the normal gravity value computed on the
 MM0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0340.degrees latitude (g = 980.6199 gals.).
 MM0340
 MM0340.The modeled gravity was interpolated from observed gravity values.
 MM0340
 MM0340;                    North         East     Units Scale Factor Converg.
 MM0340;SPC NE       -   141,533.875   334,567.987   MT  0.99968463   -1 18 19.3
 MM0340;UTM  14      - 4,553,125.311   250,566.710   MT  1.00036581   -1 57 10.5
 MM0340;UTM  13      - 4,553,300.247   754,511.914   MT  1.00039731   +1 59 33.8
 MM0340
 MM0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0340!SPC NE       -   0.99984119  x   0.99968463  =   0.99952587
 MM0340!UTM  14      -   0.99984119  x   1.00036581  =   1.00020694
 MM0340!UTM  13      -   0.99984119  x   1.00039731  =   1.00023844
 MM0340
 MM0340:                Primary Azimuth Mark                     Grid Az
 MM0340:SPC NE       -  OREGON AZ MK                             095 43 20.0
 MM0340:UTM  14      -  OREGON AZ MK                             096 22 11.2
 MM0340:UTM  13      -  OREGON AZ MK                             092 25 26.9
 MM0340
 MM0340|---------------------------------------------------------------------|
 MM0340| PID    Reference Object                     Distance      Geod. Az  |
 MM0340|                                                           dddmmss.s |
 MM0340| CP7865 OREGON AZ MK                                       0942500.7 |
 MM0340| CP7866 OREGON RM 1                                        10445     |
 MM0340| MN0424 BIG SPRINGS MUNICIPAL TANK          APPROX. 9.0 KM 2515127.1 |
 MM0340| CP7867 OREGON RM 2                                        32645     |
 MM0340|---------------------------------------------------------------------|
 MM0340
 MM0340                          SUPERSEDED SURVEY CONTROL
 MM0340
 MM0340  ELLIP H (08/18/97) 1012.64   (m)                       GP(       ) 4 1
 MM0340  NAD 83(1995)-  41 05 28.10133(N)    101 58 11.17817(W) AD(       ) 3
 MM0340  ELLIP H (01/07/93) 1012.50   (m)                       GP(       ) 4 2
 MM0340  NAD 83(1986)-  41 05 28.10091(N)    101 58 11.17817(W) AD(       ) 3
 MM0340  NAD 27      -  41 05 28.12480(N)    101 58 09.53530(W) AD(       ) 3
 MM0340  NGVD 29 (02/14/92) 1032.794  (m)         3388.43   (f) ADJUSTED    1 2
 MM0340
 MM0340.Superseded values are not recommended for survey control.
 MM0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0340.See file dsdata.txt to determine how the superseded data were derived.
 MM0340
 MM0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5056753125(NAD 83)
 MM0340_MARKER: DS = TRIANGULATION STATION DISK
 MM0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0340_SP_SET: CONCRETE POST
 MM0340_STAMPING: OREGON 1963
 MM0340_MARK LOGO: CGS   
 MM0340_PROJECTION: FLUSH
 MM0340_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0340+STABILITY: SURFACE MOTION
 MM0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0340+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 MM0340
 MM0340  HISTORY     - Date     Condition        Report By
 MM0340  HISTORY     - 1963     MONUMENTED       CGS
 MM0340  HISTORY     - 1985     GOOD             DMA
 MM0340  HISTORY     - 1986     GOOD             NGS
 MM0340  HISTORY     - 19890707 GOOD             NGS
 MM0340  HISTORY     - 19980711 GOOD             USPSQD
 MM0340
 MM0340                          STATION DESCRIPTION
 MM0340
 MM0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MM0340'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF BIG SPRINGS,
 MM0340'5 MILES WEST OF BRULE AND 94 FEET NORTH OF U.S. HIGHWAY 30.
 MM0340'
 MM0340'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MM0340'AND 138, WHICH IS ABOUT 2 MILES NORTH OF BIG SPRINGS, GO EAST
 MM0340'ON U.S. HIGHWAY 30 FOR 5.0 MILES TO THE OLD OREGON TRAIL
 MM0340'TRADING POST AND THE STATION ON THE LEFT, NORTH SIDE OF
 MM0340'U.S. HIGHWAY 30 AS DESCRIBED.
 MM0340'
 MM0340'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 MM0340'HIGHWAY 30 FOR 0.5 MILE TO A CUT IN THE ROAD AND THE AZIMUTH
 MM0340'MARK ON THE RIGHT, SOUTH SIDE OF THE ROAD AS DESCRIBED.
 MM0340'
 MM0340'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MM0340'CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE GROUND
 MM0340'AND IS STAMPED OREGON 1963.  IT IS 94 FEET NORTH OF U.S.
 MM0340'HIGHWAY 30, 21 FEET EAST-SOUTHEAST OF A POWER LINE POLE AND
 MM0340'11.8 FEET NORTHEAST OF A METAL WITNESS POST.
 MM0340'
 MM0340'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 MM0340'A 12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH
 MM0340'THE GROUND AND IS STAMPED OREGON NO 1 1963.  IT IS 82.5 FEET
 MM0340'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 45 FEET EAST
 MM0340'OF A METAL WITNESS POST AND 10 FEET NORTHWEST OF A LARGE
 MM0340'GRANITE POST.
 MM0340'
 MM0340'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MM0340'12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH
 MM0340'THE GROUND AND IS STAMPED OREGON NO 2 1963.  IT IS 112 FEET
 MM0340'NORTH-NORTHWEST OF A METAL WITNESS POST, 5.3 FEET SOUTH OF
 MM0340'THE SOUTHWEST CORNER OF A BUILDING AND 1 FOOT SOUTH OF
 MM0340'THE SOUTHWEST CORNER OF A CONCRETE PORCH.
 MM0340'
 MM0340'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 MM0340'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND
 MM0340'IS STAMPED OREGON 1963.  IT IS 99 FEET SOUTH OF THE CENTER
 MM0340'LINE OF U.S. HIGHWAY 30, 2.2 FEET NORTHEAST OF A METAL WITNESS
 MM0340'POST AND 1 FOOT NORTH OF A POWER LINE POLE.
 MM0340
 MM0340                          STATION RECOVERY (1985)
 MM0340
 MM0340'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (CW)
 MM0340'OREGON 1963 FOUND GOOD.
 MM0340'OREGON NO 1 1963 FOUND GOOD.
 MM0340'OREGON NO 2 1963 SEARCHED FOR AND NOT RECOVERED.
 MM0340'
 MM0340'AZIMUTH MARK NOT SEARCHED FOR.
 MM0340'
 MM0340'NOTE--SEARCH FOR RM 2 WAS BRIEF DUE TO PRESENCE OF DOG PEN.
 MM0340
 MM0340                          STATION RECOVERY (1986)
 MM0340
 MM0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0340'10.8 KM (6.7 MI) EAST FROM BIG SPRINGS.
 MM0340'10.0 KM (6.15 MI) EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE
 MM0340'ROUTE 25 B IN BIG SPRINGS, THENCE 0.8 KM (0.5 MI) EAST ALONG US
 MM0340'HIGHWAY 30, NEAR THE WEST SIDE OF A GRASSY AREA, INSIDE A 1/2 CIRCLE
 MM0340'DRIVE LEADING TO A PRIVATE RESIDENCE, ALSO 7.1 KM (4.4 MI) WEST OF
 MM0340'BRULE, 28.7 METERS (94 FT) NORTH OF THE HIGHWAY CENTERLINE, 7.6 METERS
 MM0340'(25 FT) SOUTHWEST OF A POWER POLE, 17.5 METERS (57.5 FT)
 MM0340'WEST-NORTHWEST OF A GRANITE MONUMENT (OLD OREGON TRAIL) AND 11.3
 MM0340'METERS (37 FT) EAST OF THE CENTER OF THE PRIVATE DRIVE.
 MM0340'THE MARK IS 3.7 METERS  N FROM  A WITNESS POST
 MM0340'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 MM0340
 MM0340                          STATION RECOVERY (1989)
 MM0340
 MM0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MM0340'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) WEST OF OGALLALA, 10.6
 MM0340'KM (6.60 MI) EAST OF BIG SPRINGS, 6.9 KM (4.30 MI) WEST OF BRULE NEAR
 MM0340'THE WEST SIDE OF A GRASSY CIRCLE DRIVE LEADING TO A PRIVATE RESIDENCE.
 MM0340'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BRULE, GO SOUTH ON
 MM0340'STATE STREET FOR 0.06 KM (0.05 MI) TO THE JUNCTION WITH US HIGHWAY 30.
 MM0340'TURN RIGHT AND GO SOUTH ALONG US HIGHWAY 30 FOR 6.87 KM (4.25 MI) TO
 MM0340'THE STATION ON THE RIGHT AT THE SITE OF AN OLD OREGON TRAIL MONUMENT.
 MM0340'THE STATION MARK IS SET 28.9 M (94.8 FT) NORTH OF THE CENTERLINE OF
 MM0340'THE HIGHWAY, 17.5 M (57.4 FT) WEST-NORTHWEST OF A GRANITE MONUMENT
 MM0340'--OLD OREGON TRAIL--, 11.3 M (37.1 FT) EAST OF THE APPROXIMATE
 MM0340'CENTERLINE OF A PRIVATE DRIVE, 7.61 M (25.0 FT) WEST-SOUTHWEST OF A
 MM0340'UTILITY POLE SUPPORTING A TRANSFORMER, 3.7 M (12.1 FT) NORTH OF A
 MM0340'WITNESS POST AND 0.61 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 MM0340'DESCRIBED BY G.F.SMITH, VERIFIED BY R.D.BALL AND TYPED BY E.A.RICE.
 MM0340
 MM0340                          STATION RECOVERY (1998)
 MM0340
 MM0340'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1232 ***********************************************************************
 LG1232  SACS        -  This is a Secondary Airport Control Station.
 LG1232  DESIGNATION -  OREGON TRAIL
 LG1232  PID         -  LG1232
 LG1232  STATE/COUNTY-  NE/JEFFERSON
 LG1232  USGS QUAD   -  FAIRBURY (1980)
 LG1232
 LG1232                         *CURRENT SURVEY CONTROL
 LG1232  ___________________________________________________________________
 LG1232* NAD 83(1995)-  40 10 59.04420(N)    097 10 14.65744(W)     ADJUSTED  
 LG1232* NAVD 88     -       448.67   (meters)    1472.0    (feet)  GPS OBS   
 LG1232  ___________________________________________________________________
 LG1232  X           -    -609,145.829 (meters)                     COMP
 LG1232  Y           -  -4,841,770.800 (meters)                     COMP
 LG1232  Z           -   4,093,808.292 (meters)                     COMP
 LG1232  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 LG1232  ELLIP HEIGHT-         421.69  (meters)          (12/18/01) GPS OBS
 LG1232  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 LG1232
 LG1232  HORZ ORDER  -  FIRST
 LG1232  ELLP ORDER  -  FOURTH    CLASS II
 LG1232
 LG1232.This mark is at Fairbury Municipal Airport (FBY)
 LG1232
 LG1232.The horizontal coordinates were established by GPS observations
 LG1232.and adjusted by the National Geodetic Survey in August 1998..
 LG1232
 LG1232.The orthometric height was determined by GPS observations and a
 LG1232.high-resolution geoid model.
 LG1232
 LG1232.GPS derived orthometric heights for airport stations designated as
 LG1232.PACS or SACS are published to 2 decimal places.  This maintains
 LG1232.centimeter relative accuracy between the PACS and SACS.  It does
 LG1232.not indicate centimeter accuracy relative to other marks which are
 LG1232.part of the NAVD 88 network.
 LG1232
 LG1232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1232
 LG1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1232
 LG1232.The ellipsoidal height was determined by GPS observations
 LG1232.and is referenced to NAD 83.
 LG1232
 LG1232.The geoid height was determined by GEOID03.
 LG1232
 LG1232;                    North         East     Units Scale Factor Converg.
 LG1232;SPC NE       -    42,774.454   740,893.421   MT  0.99992227   +1 52 29.8
 LG1232;UTM  14      - 4,449,680.623   655,731.942   MT  0.99989856   +1 10 49.9
 LG1232
 LG1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1232!SPC NE       -   0.99993385  x   0.99992227  =   0.99985613
 LG1232!UTM  14      -   0.99993385  x   0.99989856  =   0.99983242
 LG1232
 LG1232|---------------------------------------------------------------------|
 LG1232| PID    Reference Object                     Distance      Geod. Az  |
 LG1232|                                                           dddmmss.s |
 LG1232| LG1241 FAIR AZ MK                          373.983 METERS 18031     |
 LG1232|---------------------------------------------------------------------|
 LG1232
 LG1232                          SUPERSEDED SURVEY CONTROL
 LG1232
 LG1232  ELLIP H (08/21/98)  421.72   (m)                       GP(       ) 4 2
 LG1232  NAD 83(1995)-  40 10 59.04339(N)    097 10 14.65869(W) AD(       ) 1
 LG1232  ELLIP H (08/18/97)  421.69   (m)                       GP(       ) 4 1
 LG1232  NAD 83(1986)-  40 10 59.05064(N)    097 10 14.65604(W) AD(       ) 1
 LG1232  NGVD 29 (02/23/90)  448.4    (m)         1471.     (f) GPS OBS        
 LG1232
 LG1232.Superseded values are not recommended for survey control.
 LG1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1232.See file dsdata.txt to determine how the superseded data were derived.
 LG1232
 LG1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK5573249681(NAD 83)
 LG1232_MARKER: I = METAL ROD
 LG1232_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1232_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1232_STAMPING: OREGON TRAIL 1989
 LG1232_MARK LOGO: NGS   
 LG1232_PROJECTION: FLUSH
 LG1232_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1232+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1997
 LG1232_ROD/PIPE-DEPTH: 13.6 meters
 LG1232_SLEEVE-DEPTH  : 0.95 meters
 LG1232
 LG1232  HISTORY     - Date     Condition        Report By
 LG1232  HISTORY     - 1989     MONUMENTED       NGS
 LG1232  HISTORY     - 19950515 GOOD             NGS
 LG1232  HISTORY     - 19970522 GOOD             NGS
 LG1232
 LG1232                          STATION DESCRIPTION
 LG1232
 LG1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1232'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH-NORTHEAST OF
 LG1232'FAIRBURY, 1 KM (0.60 MI) EAST OF STATE HIGHWAY 15, AT THE FAIRBURY
 LG1232'MUNICIPAL AIRPORT, ALONG THE WEST PERIMETER FENCE, OUTSIDE THE AIRPORT
 LG1232'GROUNDS, ON A COUNTY ROAD RIGHT-OF-WAY.  OWNERSHIP--NE STATE DEPT OF
 LG1232'ROADS.
 LG1232'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136 AND STATE
 LG1232'HIGHWAY 15 IN FAIRBURY, GO NORTH ON STATE HIGHWAY 15 FOR 2.50 KM
 LG1232'(1.55 MI) TO A DIRT CROSSROAD.  TURN RIGHT AND GO NORTHEAST FOR 1.2 KM
 LG1232'(0.75 MI) TO A DIRT CROSSROAD.  CONTINUE NORTH FOR 0.8 KM (0.50 MI) TO
 LG1232'A FIELD ENTRANCE AND THE STATION ON THE RIGHT.
 LG1232'THE STATION IS 9.4 M (30.8 FT) EAST-NORTHEAST OF THE APPROXIMATE ROAD
 LG1232'CENTER, 4.3 M (14.1 FT)  NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF
 LG1232'THE ENTRANCE ROAD, 1.8 M (5.9 FT) NORTHWEST OF A GATE POST AND 0.6 M
 LG1232'(2.0 FT) WEST OF A FENCE WITH A CARSONITE WITNESS POST.
 LG1232'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1232'DESCRIBED BY R.D.BALL.
 LG1232
 LG1232                          STATION RECOVERY (1995)
 LG1232
 LG1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1232'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF JANSON, 3.0 MI
 LG1232'(4.8 KM) NORTH-NORTHEAST OF FAIRBURY, AND AT THE FAIRBURY MUNICIPAL
 LG1232'AIRPORT ALONG THE WEST PERIMETER FENCE, ON COUNTY RIGHT-OF-WAY.
 LG1232'OWNERSHIP--NEBRASKA DEPARTMENT OF ROADS.  TO REACH THE STATION FROM
 LG1232'THE INTERSECTION OF U.S. HIGHWAY 136 AND STATE HIGHWAY 15 IN FAIRBURY,
 LG1232'GO NORTH ON STATE HIGHWAY 15 FOR 1.5 MI (2.4 KM) TO A INTERSECTION,
 LG1232'TURN RIGHT AND GO NORTHEAST ON AIRPORT ROAD (GRAVEL) FOR 0.25 MI (0.40
 LG1232'KM) TO A REVERSE FORK RIGHT, BEAR LEFT AND GO NORTH ON AIRPORT ROAD
 LG1232'FOR 0.45 MI (0.72 KM) TO AN INTERSECTION (714 ROAD), CONTINUE AHEAD
 LG1232'AND GO NORTH ON AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO A FIELD ENTRANCE
 LG1232'AND THE STATION ON THE RIGHT.  THE STATION IS 30.8 FT (9.4 M) EAST OF
 LG1232'THE ROAD CENTER, 14.1 FT (4.3 M) NORTH OF THE APPROXIMATE CENTER OF
 LG1232'THE FIELD ENTRANCE ROAD, 5.9 FT (1.8 M) NORTHWEST OF A GATE POST AND
 LG1232'2.0 FT (0.6 M) WEST OF A FENCE LINE AND A WITNESS POST.  THIS STATION
 LG1232'TO BE USED AS SACS.
 LG1232
 LG1232                          STATION RECOVERY (1997)
 LG1232
 LG1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CFS)
 LG1232'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0506 ***********************************************************************
 MN0506  DESIGNATION -  ORLANDO
 MN0506  PID         -  MN0506
 MN0506  STATE/COUNTY-  NE/GARDEN
 MN0506  USGS QUAD   -  BEAN LAKE (1986)
 MN0506
 MN0506                         *CURRENT SURVEY CONTROL
 MN0506  ___________________________________________________________________
 MN0506* NAD 83(1995)-  41 46 18.34321(N)    102 34 38.72254(W)     ADJUSTED  
 MN0506* NAVD 88     -      1224.     (meters)    4016.     (feet)  SCALED    
 MN0506  ___________________________________________________________________
 MN0506  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 MN0506  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 MN0506
 MN0506  HORZ ORDER  -  SECOND
 MN0506
 MN0506.The horizontal coordinates were established by classical geodetic methods
 MN0506.and adjusted by the National Geodetic Survey in August 1997..
 MN0506
 MN0506.The orthometric height was scaled from a topographic map.
 MN0506
 MN0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0506
 MN0506.The geoid height was determined by GEOID03.
 MN0506
 MN0506;                    North         East     Units Scale Factor Converg.
 MN0506;SPC NE       -   218,408.443   285,799.763   MT  0.99966933   -1 42 29.0
 MN0506;UTM  13      - 4,627,272.374   701,354.276   MT  1.00009894   +1 36 51.8
 MN0506
 MN0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0506!SPC NE       -   0.99981116  x   0.99966933  =   0.99948055
 MN0506!UTM  13      -   0.99981116  x   1.00009894  =   0.99991008
 MN0506
 MN0506|---------------------------------------------------------------------|
 MN0506| PID    Reference Object                     Distance      Geod. Az  |
 MN0506|                                                           dddmmss.s |
 MN0506| CP7869 ORLANDO RM 1                         17.655 METERS 04825     |
 MN0506| CP7868 ORLANDO AZ MK                                      1591329.2 |
 MN0506| CP7870 ORLANDO RM 2                         12.719 METERS 31340     |
 MN0506|---------------------------------------------------------------------|
 MN0506
 MN0506                          SUPERSEDED SURVEY CONTROL
 MN0506
 MN0506  NAD 83(1995)-  41 46 18.34315(N)    102 34 38.72294(W) AD(       ) 2
 MN0506  NAD 83(1986)-  41 46 18.34186(N)    102 34 38.72530(W) AD(       ) 2
 MN0506  NAD 27      -  41 46 18.42400(N)    102 34 37.01400(W) AD(       ) 2
 MN0506
 MN0506.Superseded values are not recommended for survey control.
 MN0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0506.See file dsdata.txt to determine how the superseded data were derived.
 MN0506
 MN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0135427272(NAD 83)
 MN0506_MARKER: DS = TRIANGULATION STATION DISK
 MN0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0506
 MN0506  HISTORY     - Date     Condition        Report By
 MN0506  HISTORY     - 1946     MONUMENTED       CGS
 MN0506  HISTORY     - 1970     SEE DESCRIPTION  USGS
 MN0506
 MN0506                          STATION DESCRIPTION
 MN0506
 MN0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0506'THE STATION IS ON THE HIGHEST POINT AND NEAR THE EASTERN
 MN0506'END OF A LOW SAND RIDGE.  IT IS NEAR THE CENTER OF THE EAST
 MN0506'HALF-SECTION AND APPROXIMATELY ON THE SECTION LINE BETWEEN
 MN0506'SECTIONS 19 AND 30 OF T. 21 N, R 45 W, AND ABOUT 18 MILES
 MN0506'NORTH-NORTHEAST OF LISCO.  IT PROJECTS 6 INCHES AND IS STAMPED
 MN0506'ORLANDO 1946.
 MN0506'
 MN0506'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 MN0506'THE STATION, AND PROJECTS 8 INCHES.  IT IS STAMPED ORLANDO NO
 MN0506'1 1946.
 MN0506'
 MN0506'REFERENCE MARK NO. 2 IS APPROXIMATELY 5 FEET BELOW STATION
 MN0506'ELEVATION AND ON THE NORTHWEST SLOPE OF THE RIDGE.  IT PROJECTS
 MN0506'8 INCHES AND IS STAMPED ORLANDO NO 2 1946.
 MN0506'
 MN0506'AZIMUTH MARK IS 0.2 MILE EAST OF A SMALL LAKE, 21 FEET NORTH
 MN0506'OF THE CENTER OF A WIRE GATE, AND 15 FEET EAST OF THE CENTER
 MN0506'OF A TRACK ROAD.  IT PROJECTS 8 INCHES AND IS STAMPED ORLANDO
 MN0506'1946.
 MN0506'
 MN0506'TO REACH THE STATION FROM THE VILLAGE OF LISCO, DRIVE WEST
 MN0506'ON U.S. HIGHWAY NO. 26 FOR 0.25 MILE TO A T ROAD RIGHT, NORTH.
 MN0506'TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD NORTH, THEN EAST
 MN0506'AND NORTH FOR 5.55 MILES TO A CROSSROAD.  TURN RIGHT, EAST,
 MN0506'AND CONTINUE FOR 1.0 MILE TO A T ROAD NORTH, JUST BEYOND A
 MN0506'SCHOOL BUILDING ON THE RIGHT.  TURN LEFT, NORTH, AND FOLLOW
 MN0506'GRADED ROAD FOR 6.25 MILES TO A CATTLE GUARD AND END OF GRADED
 MN0506'ROAD.  CONTINUE NORTH ON TRACK ROAD FOR 2.6 MILES TO A FORK.
 MN0506'TAKE RIGHT FORK AND CONTINUE FOR 2.0 MILE TO A FORK.  TAKE
 MN0506'LEFT FORK FOR 0.25 MILE TO A RANCH ON THE RIGHT.  CONTINUE
 MN0506'WEST ON MAIN TRACK ROAD FOR 1.7 MILES TO FORK.  TAKE RIGHT
 MN0506'FORK NORTHERLY ACROSS A SMALL MEADOW SWAMP FOR 0.15 MILE,
 MN0506'CROSS CATTLE GUARD AND CONTINUE ON TRACK ROAD, NORTHERLY,
 MN0506'FOR 2.25 MILES TO A CATTLE GUARD.  CONTINUE NORTH FOR 0.75
 MN0506'MILE TO A FENCE CORNER AND WIRE GATE ON THE RIGHT *(ABOUT
 MN0506'0.2 MILE WEST OF A SMALL LAKE).  TURN LEFT, LEAVING ROAD,
 MN0506'AND DRIVE NORTH-NORTHWEST UP STEEP GRASSY SLOPE FOR 0.4
 MN0506'MILE TO A POINT ABOUT 25 YARDS SOUTH OF THE HIGHEST POINT
 MN0506'AND THE STATION AS DESCRIBED.
 MN0506'
 MN0506'*AZIMUTH MARK IS ON THE RIGHT AS DESCRIBED ABOVE.
 MN0506
 MN0506                          STATION RECOVERY (1970)
 MN0506
 MN0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (DLM)
 MN0506'THE STATION AND SUBSURFACE MARKS WERE FOUND DESTROYED, ERODED
 MN0506'OUT BY THE WIND.  THE MARKS ARE AT THE BOTTOM OF A DEEP
 MN0506'SAND PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1365 ***********************************************************************
 LH1365  DESIGNATION -  ORLEANS
 LH1365  PID         -  LH1365
 LH1365  STATE/COUNTY-  NE/HARLAN
 LH1365  USGS QUAD   -  ORLEANS (1973)
 LH1365
 LH1365                         *CURRENT SURVEY CONTROL
 LH1365  ___________________________________________________________________
 LH1365* NAD 83(1995)-  40 14 02.38089(N)    099 29 10.98134(W)     ADJUSTED  
 LH1365* NAVD 88     -       674.     (meters)    2211.     (feet)  SCALED    
 LH1365  ___________________________________________________________________
 LH1365  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LH1365  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 LH1365
 LH1365  HORZ ORDER  -  SECOND
 LH1365
 LH1365.The horizontal coordinates were established by classical geodetic methods
 LH1365.and adjusted by the National Geodetic Survey in August 1997..
 LH1365
 LH1365.The orthometric height was scaled from a topographic map.
 LH1365
 LH1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1365
 LH1365.The geoid height was determined by GEOID03.
 LH1365
 LH1365;                    North         East     Units Scale Factor Converg.
 LH1365;SPC NE       -    44,616.783   543,705.078   MT  0.99990241   +0 20 25.3
 LH1365;UTM  14      - 4,453,842.302   458,624.412   MT  0.99962107   -0 18 51.0
 LH1365
 LH1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1365!SPC NE       -   0.99989815  x   0.99990241  =   0.99980057
 LH1365!UTM  14      -   0.99989815  x   0.99962107  =   0.99951926
 LH1365
 LH1365:                Primary Azimuth Mark                     Grid Az
 LH1365:SPC NE       -  ORLEANS AZ MK RESET                      033 02 13.4
 LH1365:UTM  14      -  ORLEANS AZ MK RESET                      033 41 29.7
 LH1365
 LH1365|---------------------------------------------------------------------|
 LH1365| PID    Reference Object                     Distance      Geod. Az  |
 LH1365|                                                           dddmmss.s |
 LH1365| CN9398 ORLEANS AZ MK RESET                                0332238.7 |
 LH1365| CN9397 ORLEANS AZ MK                                      0513435.1 |
 LH1365| CN9401 ORLEANS RM 3                         21.961 METERS 09130     |
 LH1365| LH1364 ORLEANS MUNICIPAL STANDPIPE         APPROX.11.2 KM 1640900.9 |
 LH1365| LH1367 ORLEANS ST MARYS CATH CH CROSS      APPROX.11.3 KM 1662349.0 |
 LH1365| CN9399 ORLEANS RM 1                         18.149 METERS 16923     |
 LH1365| LH1363 ORLEANS CONSUM PWR DIST MAST        APPROX. 8.6 KM 1765317.5 |
 LH1365| LH1019 STAMFORD MUNICIPAL TANK             APPROX.14.3 KM 2190116.0 |
 LH1365| CN9400 ORLEANS RM 2                         21.640 METERS 27304     |
 LH1365|---------------------------------------------------------------------|
 LH1365
 LH1365                          SUPERSEDED SURVEY CONTROL
 LH1365
 LH1365  NAD 83(1986)-  40 14 02.38571(N)    099 29 10.98200(W) AD(       ) 2
 LH1365  NAD 27      -  40 14 02.34900(N)    099 29 09.60700(W) AD(       ) 2
 LH1365
 LH1365.Superseded values are not recommended for survey control.
 LH1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1365.See file dsdata.txt to determine how the superseded data were derived.
 LH1365
 LH1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5862453842(NAD 83)
 LH1365_MARKER: DS = TRIANGULATION STATION DISK
 LH1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1365
 LH1365  HISTORY     - Date     Condition        Report By
 LH1365  HISTORY     - 1951     MONUMENTED       CGS
 LH1365  HISTORY     - 1953     GOOD             CGS
 LH1365
 LH1365                          STATION DESCRIPTION
 LH1365
 LH1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1365'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF A SCHOOLYARD,
 LH1365'ABOUT 8 MILES EAST-SOUTHEAST OF OXFORD AND 7.5 MILES
 LH1365'NORTH-NORTHWEST OF ORLEANS.  IT IS 32 FEET SOUTH OF THE CENTER
 LH1365'OF AN EAST-WEST DIRT ROAD AND 11.5 FEET WEST OF A FENCE CORNER
 LH1365'AND WITNESS POST.  IT IS STAMPED ORLEANS 1951 AND IS SET FLUSH.
 LH1365'
 LH1365'REFERENCE MARK NO. 1 IS IN A NORTH-SOUTH FENCE LINE.  IT IS
 LH1365'STAMPED ORLEANS NO 1 1951 AND PROJECTS 6 INCHES.
 LH1365'
 LH1365'REFERENCE MARK NO. 2 IS 31 FEET SOUTH OF THE CENTER OF AN
 LH1365'EAST-WEST DIRT ROAD.  IT IS STAMPED ORLEANS NO 2 1951 AND IS SET
 LH1365'FLUSH.
 LH1365'
 LH1365'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LH1365'NO. 2 IS 102.9 FEET.
 LH1365'
 LH1365'THE AZIMUTH MARK IS LOCATED JUST SOUTH OF A TELEPHONE POLE AND
 LH1365'WITNESS POST, 30 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD
 LH1365'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LH1365'ORLEANS 1951 AND PROJECTS 5 INCHES.
 LH1365'
 LH1365'TO REACH THE STATION FROM THE POST OFFICE IN ORLEANS, GO NORTH
 LH1365'ON STATE HIGHWAY 89 FOR 0.25 MILE TO STATE HIGHWAY 3, TURN
 LH1365'LEFT AND GO WEST ON STATE HIGHWAYS 89 AND 3 FOR 0.5 MILE TO A
 LH1365'CROSSROAD.  AT THIS POINT LEAVE STATE HIGHWAY 89, TURN RIGHT
 LH1365'AND GO NORTHWEST ON STATE HIGHWAY 3 FOR 1.4 MILES TO A CROSSROAD.
 LH1365'TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR 5.9 MILES TO A
 LH1365'CROSSROAD, TURN LEFT AND GO WEST ON A DIRT ROAD FOR 0.3 MILE
 LH1365'TO THE STATION ON THE LEFT AS DESCRIBED.
 LH1365'
 LH1365'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 LH1365'DIRT ROAD FOR 0.3 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH
 LH1365'ON A DIRT ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 LH1365'RIGHT AS DESCRIBED.
 LH1365'
 LH1365'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1365
 LH1365                          STATION RECOVERY (1953)
 LH1365
 LH1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LH1365'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LH1365'IN GOOD CONDITION.  ROAD CONSTRUCTION WOULD DESTROY THE AZIMUTH
 LH1365'MARK.  IT WAS MOVED AT THE REQUEST OF THE HARLAN COUNTY
 LH1365'SUPERVISOR, MR. ED MINTZMYER.  THE SCHOOLHOUSE HAS BEEN REMOVED
 LH1365'AND THE LAND HAS BEEN SOLD TO MR. CARL OTT WHO OWNS THE ADJOINING
 LH1365'PROPERTY.  REFERENCE MARK NO. 1 WAS MOVED AT HIS REQUEST AS HE
 LH1365'PLANS TO PUT THE SCHOOLYARD UNDER CULTIVATION.  A COMPLETE
 LH1365'NEW DESCRIPTION FOLLOWS.
 LH1365'
 LH1365'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF OXFORD AND
 LH1365'7 AND 1/2 MILES NORTH-NORTHWEST OF ORLEANS IN THE NE 1/4 SEC. 17,
 LH1365'T. 3 N., R. 19 W., 32 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LH1365'ROAD, AND 11.5 FEET WEST OF A FENCE CORNER AND A WHITE WITNESS
 LH1365'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 LH1365'THE DISK IS STAMPED ORLEANS 1951.
 LH1365'
 LH1365'REFERENCE MARK NO. 2 IS 31 FEET SOUTH OF THE CENTER OF AN
 LH1365'EAST-WEST ROAD.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 LH1365'GROUND AND THE DISK IS STAMPED ORLEANS NO 2 1951.
 LH1365'
 LH1365'REFERENCE MARK NO. 3 IS 61 FEET EAST OF A FENCE CORNER AND
 LH1365'WITNESS POST AND 32 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LH1365'ROAD IN A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LH1365'STAMPED ORLEANS NO 3 1951.
 LH1365'
 LH1365'AZIMUTH MARK IS 33 FEET WEST OF THE CENTER OF GRADED ROAD,
 LH1365'6 FEET SOUTH OF SOUTH GATE POST, AND 1 FOOT EAST OF FENCE.
 LH1365'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ORLEANS 1951
 LH1365'RESET 1953.
 LH1365'
 LH1365'TO REACH THE STATION FROM THE POST OFFICE IN ORLEANS, GO
 LH1365'NORTH ON STATE HIGHWAY 89 FOR 0.25 MILE TO STATE HIGHWAY 3.
 LH1365'TURN LEFT AND GO WEST ON STATE HIGHWAYS 3 AND 89 FOR 0.5
 LH1365'MILE TO CROSSROADS AND THE JUNCTION OF THESE TWO HIGHWAYS.  TURN
 LH1365'RIGHT AND GO NORTH-WEST ON STATE HIGHWAY 3 FOR 1.4 MILES TO A
 LH1365'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 5.9
 LH1365'MILES TO CROSSROADS.  TURN LEFT AND GO WEST FOR 0.3 MILE TO THE
 LH1365'STATION ON THE LEFT AS DESCRIBED.
 LH1365'
 LH1365'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.3 MILE
 LH1365'TO CROSSROADS.  TURN LEFT AND GO NORTH FOR 0.5 MILE TO FARM
 LH1365'BUILDINGS OCCUPIED BY DEAN PEARSON ON THE RIGHT AND THE AZIMUTH
 LH1365'MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1363 ***********************************************************************
 LH1363  DESIGNATION -  ORLEANS CONSUM PWR DIST MAST
 LH1363  PID         -  LH1363
 LH1363  STATE/COUNTY-  NE/HARLAN
 LH1363  USGS QUAD   -  ORLEANS (1973)
 LH1363
 LH1363                         *CURRENT SURVEY CONTROL
 LH1363  ___________________________________________________________________
 LH1363* NAD 83(1995)-  40 09 24.67202(N)    099 28 51.30476(W)     ADJUSTED  
 LH1363* NAVD 88     -                                                        
 LH1363  ___________________________________________________________________
 LH1363  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LH1363  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 LH1363
 LH1363  HORZ ORDER  -  THIRD
 LH1363
 LH1363.The horizontal coordinates were established by classical geodetic methods
 LH1363.and adjusted by the National Geodetic Survey in August 1997..
 LH1363
 LH1363
 LH1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1363
 LH1363.The geoid height was determined by GEOID03.
 LH1363
 LH1363;                    North         East     Units Scale Factor Converg.
 LH1363;SPC NE       -    36,054.771   544,221.588   MT  0.99993279   +0 20 38.4
 LH1363;UTM  14      - 4,445,277.491   459,042.985   MT  0.99962065   -0 18 36.5
 LH1363
 LH1363                          SUPERSEDED SURVEY CONTROL
 LH1363
 LH1363  NAD 83(1986)-  40 09 24.67641(N)    099 28 51.30517(W) AD(       ) 4
 LH1363  NAD 27      -  40 09 24.63900(N)    099 28 49.93400(W) AD(       ) 3
 LH1363
 LH1363.Superseded values are not recommended for survey control.
 LH1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1363.See file dsdata.txt to determine how the superseded data were derived.
 LH1363
 LH1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5904345277(NAD 83)
 LH1363_MARKER: 42 = RADIO/TV MAST
 LH1363
 LH1363  HISTORY     - Date     Condition        Report By
 LH1363  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1363
 LH1363                          STATION DESCRIPTION
 LH1363
 LH1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1363'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HILL ABOUT
 LH1363'2.5 MILES NORTHWEST OF ORLEANS, 132 FEET WEST OF THE CENTER
 LH1363'OF A NORTH-SOUTH DIRT ROAD AND 6 FEET NORTH OF THE NORTH
 LH1363'SIDE OF A SMALL TIN BUILDING.
 LH1363'
 LH1363'IT IS A TRIANGULAR SHAPED STEEL STRUCTURE WITH A SMALL ANTENNA
 LH1363'AND A RED LIGHT ON THE TOP.  THE OVERALL HEIGHT IS 200 FEET.
 LH1363'
 LH1363'THE POINT OBSERVED UPON WAS THE TOP OF THE MAST.
 LH1363'
 LH1363'TO REACH THE STATION FROM THE POST OFFICE IN ORLEANS, GO
 LH1363'NORTH ON STATE HIGHWAY 78 FOR 0.25 MILE TO STATE HIGHWAY 3,
 LH1363'TURN LEFT AND GO WEST AND NORTHWEST ON STATE HIGHWAY 3 FOR
 LH1363'1.9 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A DIRT
 LH1363'ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1364 ***********************************************************************
 LH1364  DESIGNATION -  ORLEANS MUNICIPAL STANDPIPE
 LH1364  PID         -  LH1364
 LH1364  STATE/COUNTY-  NE/HARLAN
 LH1364  USGS QUAD   -  ORLEANS (1973)
 LH1364
 LH1364                         *CURRENT SURVEY CONTROL
 LH1364  ___________________________________________________________________
 LH1364* NAD 83(1995)-  40 08 11.71424(N)    099 27 01.27456(W)     ADJUSTED  
 LH1364* NAVD 88     -                                                        
 LH1364  ___________________________________________________________________
 LH1364  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 LH1364  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 LH1364
 LH1364  HORZ ORDER  -  THIRD
 LH1364
 LH1364.The horizontal coordinates were established by classical geodetic methods
 LH1364.and adjusted by the National Geodetic Survey in August 1997..
 LH1364
 LH1364
 LH1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1364
 LH1364.The geoid height was determined by GEOID03.
 LH1364
 LH1364;                    North         East     Units Scale Factor Converg.
 LH1364;SPC NE       -    33,820.761   546,839.659   MT  0.99994106   +0 21 51.3
 LH1364;UTM  14      - 4,443,014.446   461,634.550   MT  0.99961812   -0 17 25.1
 LH1364
 LH1364                          SUPERSEDED SURVEY CONTROL
 LH1364
 LH1364  NAD 83(1986)-  40 08 11.71869(N)    099 27 01.27506(W) AD(       ) 4
 LH1364  NAD 27      -  40 08 11.68200(N)    099 26 59.90800(W) AD(       ) 3
 LH1364
 LH1364.Superseded values are not recommended for survey control.
 LH1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1364.See file dsdata.txt to determine how the superseded data were derived.
 LH1364
 LH1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6163543014(NAD 83)
 LH1364_MARKER: 52 = STANDPIPE TANK
 LH1364_MARK LOGO: CGS   
 LH1364
 LH1364  HISTORY     - Date     Condition        Report By
 LH1364  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1364  HISTORY     - 1951     GOOD             CGS
 LH1364  HISTORY     - 19830505 GOOD             NGS
 LH1364
 LH1364                          STATION DESCRIPTION
 LH1364
 LH1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1364'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF THE TOWN
 LH1364'OF ORLEANS, 186 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LH1364'STREET AND 159 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET.
 LH1364'
 LH1364'IT IS A CYLINDRICAL STEEL STRUCTURE WITH A FLAT TOP.  THE
 LH1364'OVERALL HEIGHT IS 85 FEET.
 LH1364'
 LH1364'THE POINT OBSERVED UPON WAS THE CENTER OF THE STANDPIPE.
 LH1364
 LH1364                          STATION RECOVERY (1951)
 LH1364
 LH1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1364'RECOVERED IN GOOD CONDITION.
 LH1364
 LH1364                          STATION RECOVERY (1983)
 LH1364
 LH1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1367 ***********************************************************************
 LH1367  DESIGNATION -  ORLEANS ST MARYS CATH CH CROSS
 LH1367  PID         -  LH1367
 LH1367  STATE/COUNTY-  NE/HARLAN
 LH1367  USGS QUAD   -  ORLEANS (1973)
 LH1367
 LH1367                         *CURRENT SURVEY CONTROL
 LH1367  ___________________________________________________________________
 LH1367* NAD 83(1995)-  40 08 07.24135(N)    099 27 19.01990(W)     ADJUSTED  
 LH1367* NAVD 88     -                                                        
 LH1367  ___________________________________________________________________
 LH1367  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 LH1367  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 LH1367
 LH1367  HORZ ORDER  -  THIRD
 LH1367
 LH1367.The horizontal coordinates were established by classical geodetic methods
 LH1367.and adjusted by the National Geodetic Survey in August 1997..
 LH1367
 LH1367
 LH1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1367
 LH1367.The geoid height was determined by GEOID03.
 LH1367
 LH1367;                    North         East     Units Scale Factor Converg.
 LH1367;SPC NE       -    33,680.152   546,420.473   MT  0.99994157   +0 21 39.5
 LH1367;UTM  14      - 4,442,878.680   461,213.921   MT  0.99961852   -0 17 36.5
 LH1367
 LH1367                          SUPERSEDED SURVEY CONTROL
 LH1367
 LH1367  NAD 83(1986)-  40 08 07.24582(N)    099 27 19.02021(W) AD(       ) 4
 LH1367  NAD 27      -  40 08 07.20600(N)    099 27 17.65300(W) AD(       ) 3
 LH1367
 LH1367.Superseded values are not recommended for survey control.
 LH1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1367.See file dsdata.txt to determine how the superseded data were derived.
 LH1367
 LH1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK6121442879(NAD 83)
 LH1367_MARKER: 91 = CHURCH CROSS
 LH1367
 LH1367  HISTORY     - Date     Condition        Report By
 LH1367  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1367
 LH1367                          STATION DESCRIPTION
 LH1367
 LH1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1367'THE STATION IS LOCATED IN THE NORTH PART OF THE TOWN OF ORLEANS,
 LH1367'83 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET AND 68 FEET
 LH1367'WEST OF THE CENTER OF A NORTH-SOUTH STREET.
 LH1367'
 LH1367'IT IS A CROSS ON THE TOP OF A BELFRY WHICH IS AT THE SOUTHEAST
 LH1367'CORNER OF A CONCRETE CHURCH.  THE OVERALL HEIGHT IS 85 FEET.
 LH1367'
 LH1367'THE POINT OBSERVED UPON WAS THE CROSS AT THE APEX OF THE BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0402 ***********************************************************************
 NO0402  DESIGNATION -  ORMESHER
 NO0402  PID         -  NO0402
 NO0402  STATE/COUNTY-  NE/CHERRY
 NO0402  USGS QUAD   -  THATCHER (1983)
 NO0402
 NO0402                         *CURRENT SURVEY CONTROL
 NO0402  ___________________________________________________________________
 NO0402* NAD 83(1995)-  42 47 40.38757(N)    100 29 04.46145(W)     ADJUSTED  
 NO0402* NAVD 88     -       847.     (meters)    2779.     (feet)  SCALED    
 NO0402  ___________________________________________________________________
 NO0402  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 NO0402  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 NO0402
 NO0402  HORZ ORDER  -  SECOND
 NO0402
 NO0402.The horizontal coordinates were established by classical geodetic methods
 NO0402.and adjusted by the National Geodetic Survey in August 1997..
 NO0402
 NO0402.The orthometric height was scaled from a topographic map.
 NO0402
 NO0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0402
 NO0402.The geoid height was determined by GEOID03.
 NO0402
 NO0402;                    North         East     Units Scale Factor Converg.
 NO0402;SPC NE       -   328,909.995   460,359.775   MT  0.99991227   -0 19 16.0
 NO0402;UTM  14      - 4,739,069.268   378,591.488   MT  0.99978134   -1 00 31.3
 NO0402
 NO0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0402!SPC NE       -   0.99987056  x   0.99991227  =   0.99978285
 NO0402!UTM  14      -   0.99987056  x   0.99978134  =   0.99965193
 NO0402
 NO0402|---------------------------------------------------------------------|
 NO0402| PID    Reference Object                     Distance      Geod. Az  |
 NO0402|                                                           dddmmss.s |
 NO0402| CO3396 ORMESHER RM 1                        21.500 METERS 08351     |
 NO0402| CO3397 ORMESHER RM 2                        20.564 METERS 16148     |
 NO0402| NO0431 VALENTINE W MUNICIPAL TANK          APPROX.11.8 KM 3315210.5 |
 NO0402| NO0432 VALENTINE MUNICIPAL TANK            APPROX.11.8 KM 3315530.6 |
 NO0402| NO0433 VALENTINE CONSUM PWR RAD TOWER      APPROX.10.7 KM 3342841.8 |
 NO0402| NO0042 X 228                                              3395450.2 |
 NO0402|---------------------------------------------------------------------|
 NO0402
 NO0402                          SUPERSEDED SURVEY CONTROL
 NO0402
 NO0402  NAD 83(1986)-  42 47 40.38858(N)    100 29 04.47249(W) AD(       ) 2
 NO0402  NAD 27      -  42 47 40.37500(N)    100 29 03.00000(W) AD(       ) 2
 NO0402
 NO0402.Superseded values are not recommended for survey control.
 NO0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0402.See file dsdata.txt to determine how the superseded data were derived.
 NO0402
 NO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7859139069(NAD 83)
 NO0402_MARKER: DS = TRIANGULATION STATION DISK
 NO0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0402
 NO0402  HISTORY     - Date     Condition        Report By
 NO0402  HISTORY     - 1949     MONUMENTED       CGS
 NO0402
 NO0402                          STATION DESCRIPTION
 NO0402
 NO0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0402'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH-SOUTHEAST OF
 NO0402'VALENTINE, 0.6 MILE SOUTH OF U.S. HIGHWAY NO. 20, 0.2 MILE
 NO0402'SOUTHWEST OF A WINDMILL, AND 1.0 FOOT EAST OF WITNESS POST.
 NO0402'IT IS ABOUT 0.1 MILE WEST OF THE HIGHEST POINT OF A RANGE OF
 NO0402'HILLS.  IT PROJECTS 3 INCHES AND IS STAMPED, ORMESHER 1949.
 NO0402'
 NO0402'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AND IS
 NO0402'ABOUT 4 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0402'3 INCHES AND IS STAMPED, ORMESHER NO 1 1949.
 NO0402'
 NO0402'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF THE HILL AND IS
 NO0402'ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 NO0402'3 INCHES AND IS STAMPED, ORMESHER NO 2 1949.
 NO0402'
 NO0402'AZIMUTH MARK IS BENCH MARK X 228.  IT IS SET IN THE TOP OF A
 NO0402'TEN INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 0.1
 NO0402'MILE NORTH OF U.S. HIGHWAY NO. 20, 95 FEET SOUTH OF THE SOUTH
 NO0402'RAIL OF THE RAILROAD, 57 FEET EAST OF THE CENTER OF A CATTLE
 NO0402'GUARD, 29 FEET WEST OF A TELEPHONE POLE, AND 1.0 FOOT NORTH OF A
 NO0402'RIGHT-OF-WAY FENCE.  IT IS STAMPED, X 228 1946.
 NO0402'
 NO0402'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 20
 NO0402'AND NO. 83 IN VALENTINE, GO SOUTH-SOUTHEAST ON U.S. HIGHWAYS NO.
 NO0402'20 AND NO. 83 FOR 5.5 MILES TO THEIR JUNCTION, TAKE LEFT FORK
 NO0402'AND GO EAST ON U.S. HIGHWAY NO. 20 FOR 1.0 MILE, (AZIMUTH MARK
 NO0402'IS 0.1 MILE NORTH OF THIS POINT), TURN RIGHT THROUGH A WIRE GATE
 NO0402'INTO A MEADOW AND FOLLOW TRACK ROAD SOUTHWEST FOR 0.6 MILE TO
 NO0402'A WIRE GATE IN AN EAST-WEST FENCE, GO THROUGH GATE AND TURN
 NO0402'LEFT AND GO EASTERLY FOR 0.6 MILE TO THE SUMMIT OF A PROMINENT
 NO0402'SAND HILL AND THE STATION.
 NO0402'
 NO0402'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1467 ***********************************************************************
 MK1467  DESIGNATION -  OSCEOLA
 MK1467  PID         -  MK1467
 MK1467  STATE/COUNTY-  NE/POLK
 MK1467  USGS QUAD   -  OSCEOLA (1965)
 MK1467
 MK1467                         *CURRENT SURVEY CONTROL
 MK1467  ___________________________________________________________________
 MK1467* NAD 83(1995)-  41 14 51.61057(N)    097 33 21.32160(W)     ADJUSTED  
 MK1467* NAVD 88     -       520.896  (meters)    1708.97   (feet)  ADJUSTED  
 MK1467  ___________________________________________________________________
 MK1467  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 MK1467  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 MK1467  DYNAMIC HT  -         520.649 (meters)    1708.16  (feet)  COMP
 MK1467  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 MK1467
 MK1467  HORZ ORDER  -  FIRST
 MK1467  VERT ORDER  -  SECOND    CLASS 0
 MK1467
 MK1467.The horizontal coordinates were established by classical geodetic methods
 MK1467.and adjusted by the National Geodetic Survey in August 1997..
 MK1467
 MK1467.The orthometric height was determined by differential leveling
 MK1467.and adjusted by the National Geodetic Survey in June 1991..
 MK1467
 MK1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1467
 MK1467.The geoid height was determined by GEOID03.
 MK1467
 MK1467.The dynamic height is computed by dividing the NAVD 88
 MK1467.geopotential number by the normal gravity value computed on the
 MK1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1467.degrees latitude (g = 980.6199 gals.).
 MK1467
 MK1467.The modeled gravity was interpolated from observed gravity values.
 MK1467
 MK1467;                    North         East     Units Scale Factor Converg.
 MK1467;SPC NE       -   159,921.862   704,766.088   MT  0.99966869   +1 37 10.9
 MK1467;UTM  14      - 4,567,256.751   620,995.061   MT  0.99978017   +0 57 08.0
 MK1467
 MK1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1467!SPC NE       -   0.99992230  x   0.99966869  =   0.99959102
 MK1467!UTM  14      -   0.99992230  x   0.99978017  =   0.99970249
 MK1467
 MK1467|---------------------------------------------------------------------|
 MK1467| PID    Reference Object                     Distance      Geod. Az  |
 MK1467|                                                           dddmmss.s |
 MK1467| MK1469 OSCEOLA RM 1                         43.458 METERS 00540     |
 MK1467| MK1903 DUNCAN MUNICIPAL TANK               APPROX.17.0 KM 0174511.3 |
 MK1467| MK1898 COLUMBUS MUNICIPAL TANK             APPROX.25.7 KM 0391059.9 |
 MK1467| MK1896 COLUMBUS NW PWR LT CO SMOKESTK      APPROX.25.7 KM 0391245.1 |
 MK1467| MK1891 SHELBY MUNICIPAL TANK               APPROX.12.3 KM 1183320.4 |
 MK1467| MK1912 OSCEOLA MUNICIPAL STANDPIPE         APPROX. 7.4 KM 1740151.5 |
 MK1467| MK1914 STROMSBURG MUNICIPAL STANDPIPE      APPROX.15.2 KM 1924314.7 |
 MK1467| MK1468 OSCEOLA RM 2                         19.706 METERS 21344     |
 MK1467| CN9405 OSCEOLA AZ MK                                      2261911.1 |
 MK1467| CN9406 OSCEOLA AZ MK 2                                    2292139.4 |
 MK1467| MK1921 CLARKS ELEV                         APPROX.24.0 KM 2610526.9 |
 MK1467|---------------------------------------------------------------------|
 MK1467
 MK1467                          SUPERSEDED SURVEY CONTROL
 MK1467
 MK1467  NAD 83(1986)-  41 14 51.61983(N)    097 33 21.32523(W) AD(       ) 1
 MK1467  NAD 27      -  41 14 51.56700(N)    097 33 20.14400(W) AD(       ) 1
 MK1467  NGVD 29 (??/??/92)  520.696  (m)         1708.32   (f) ADJ UNCH    2 0
 MK1467
 MK1467.Superseded values are not recommended for survey control.
 MK1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1467.See file dsdata.txt to determine how the superseded data were derived.
 MK1467
 MK1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2099567257(NAD 83)
 MK1467_MARKER: DS = TRIANGULATION STATION DISK
 MK1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1467_STAMPING: OSCEOLA 1930
 MK1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1467+STABILITY: SURFACE MOTION
 MK1467
 MK1467  HISTORY     - Date     Condition        Report By
 MK1467  HISTORY     - 1930     MONUMENTED       CGS
 MK1467  HISTORY     - 1933     GOOD             NEGS
 MK1467  HISTORY     - 1950     GOOD             CGS
 MK1467  HISTORY     - 1950     GOOD             NGS
 MK1467  HISTORY     - 1951     GOOD             CGS
 MK1467  HISTORY     - 1966     GOOD             CGS
 MK1467
 MK1467                          STATION DESCRIPTION
 MK1467
 MK1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1467'STATION IS ABOUT 4-3/4 MILES N AND 1/3 MILE W OF OSCEOLA, IN THE
 MK1467'NW 1/4 OF SEC. 28, T 15 N, R 2 W, ON LAND OWNED AND OCCUPIED BY
 MK1467'FRED DUNN.  THE STATION IS ON THE HIGHEST POINT OF THE PASTURE
 MK1467'LAND ABOUT 600 FEET N OF MR. DUNNS HOUSE.  IT IS 17.18 METERS
 MK1467'FROM THE S FENCE LINE AND 4.48 METERS FROM THE E FENCE LINE.
 MK1467'
 MK1467'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1467'DISKS SET IN CONCRETE.
 MK1467'
 MK1467'REFERENCE MARK NO. 1 IS IN THIS PASTURE LAND 0.45 METER FROM
 MK1467'THE E FENCE LINE AND 43.47 METERS FROM THE STATION.  REFERENCE
 MK1467'MARK NO. 2 IS IN THIS PASTURE LAND 0.45 METER FROM THE S FENCE
 MK1467'LINE, 15.07 METERS FROM THE E FENCE LINE AND 19.74 METERS FROM
 MK1467'THE STATION.
 MK1467'
 MK1467'TO REACH FROM OSCEOLA, GO W FROM THE COURTHOUSE ABOUT 1/8 MILE
 MK1467'AND THEN N ABOUT 1.9 MILES, TURN W 0.5 MILE, THEN N 2.7 MILES
 MK1467'AND MR. DUNNS HOUSE WILL BE ABOUT 0.2 MILE E OF THIS POINT.
 MK1467'
 MK1467'TO REACH FROM SILVER CREEK GO S ON HIGHWAY 39 FOR 3.6 MILES, THEN
 MK1467'E 1 MILE, S 1 MILE, E 3 MILES, S 1 MILE, E 1 MILE, AND THEN N ABOUT
 MK1467'0.7 MILE TO MR. DUNNS HOUSE WHICH IS ABOUT 0.2 MILE E OF THIS
 MK1467'POINT.
 MK1467'
 MK1467'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 MK1467
 MK1467                          STATION RECOVERY (1933)
 MK1467
 MK1467'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1933
 MK1467'STATION IS ABOUT 4-3/4 MILES N AND 1/3 MILE W OF OSCEOLA, THE
 MK1467'ORIGINAL DESCRIPTION STILL BEING APPLICABLE.  THE BRONZE DISK OF
 MK1467'REFERENCE MARK NO. 1 HAS BEEN BATTERED TO THE EXTENT THAT IT
 MK1467'CAN NOT BE READ.
 MK1467
 MK1467                          STATION RECOVERY (1950)
 MK1467
 MK1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1467'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 MK1467'BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE DIRECTION
 MK1467'TO THE REFERENCE MARKS.  TWO ATTEMPTS WERE MADE AND THE RESULTS
 MK1467'MEANED.  AN AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE NEW
 MK1467'DESCRIPTION FOLLOWS.  STATION IS LOCATED ABOUT 5 MILES NORTH
 MK1467'NORTHWEST OF OSCEOLA ON THE HIGHEST POINT IN A CULTIVATED FIELD.
 MK1467'STATION IS ABOUT 1200 FEET NORTH OF FARM HOUSE, 60 FEET NORTH
 MK1467'NORTHWEST OF FENCE CORNER AND 15 FEET WEST OF FENCE AND
 MK1467'WITNESS POST.  THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE
 MK1467'AND THE DISK IS STAMPED OSCEOLA 1930.
 MK1467'
 MK1467'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF FENCE.  THE MARK IS FLUSH
 MK1467'WITH THE GROUND AND THE DISK IS STAMPED OSCEOLA NO 1 1930.
 MK1467'
 MK1467'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF FENCE.  THE MARK PROJECTS
 MK1467'ABOUT 3 INCHES AND THE DISK IS STAMPED OSCEOLA NO 2 1930.
 MK1467'
 MK1467'AZIMUTH MARK IS 23 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 MK1467'GRAVEL ROAD, 1.5 FEET NORTH OF WITNESS POST AND 1 FOOT EAST OF
 MK1467'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 MK1467'OSCEOLA 1950.
 MK1467'
 MK1467'TO REACH FROM THE NORTHWEST CORNER OF THE COURT HOUSE SQUARE
 MK1467'IN OSCEOLA GO WEST FOR 0.15 MILE TO HIGHWAY.  TURN RIGHT AND
 MK1467'GO NORTH ON GRAVEL ROAD FOR 1.9 MILE TO T ROAD.  TURN LEFT AND
 MK1467'GO WEST FOR 0.5 MILE TO CROSSROADS.  TURN RIGHT AND GO NORTH FOR
 MK1467'2.7 MILES TO DRIVEWAY ON RIGHT AND AZIMUTH MARK ON LEFT AS
 MK1467'DESCRIBED.  TURN RIGHT AND GO EAST ON DRIVEWAY FOR 0.2 MILE TO
 MK1467'FARMHOUSE.  PASS TO EAST OF BARN AND GO NORTH ALONG FENCELINE
 MK1467'FOR ABOUT 1200 FEET TO STATION AS DESCRIBED.
 MK1467'
 MK1467'OBSERVATIONS MADE FROM A 77 FOOT TOWER.
 MK1467
 MK1467                          STATION RECOVERY (1950)
 MK1467
 MK1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK1467'10.4 MI SE FROM SILVER CREEK.
 MK1467'3.6 MILE SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1467'SILVER CREEK, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD,
 MK1467'THENCE 1.45 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.15 MILE EAST
 MK1467'ALONG A PRIVATE ROAD, THENCE 0.2 MILE NORTH ALONG A FIELD ROAD,
 MK1467'IN A PASTURE ON THE FRED DUNN FARM, 56.4 FEET NORTH OF AN EAST
 MK1467'AND WEST FENCE, 14.7 FEET WEST OF A NORTH AND SOUTH FENCE, 142.6
 MK1467'FEET SOUTHWEST OF OSCEOLA R.M. 1, 64.8 FEET NORTHEAST OF OSCEOLA
 MK1467'R.M. 2, 15 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MK1467'CONCRETE POST WHICH IS 1.5 FEET BELOW THE TOP OF THE GROUND.
 MK1467
 MK1467                          STATION RECOVERY (1951)
 MK1467
 MK1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MK1467'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2,
 MK1467'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ARE IN
 MK1467'GOOD CONDITION.  THE AZIMUTH MARK WAS REMOVED AS REQUESTED BY
 MK1467'THE COUNTY ROAD COMMISSION AND A NEW ONE WAS ESTABLISHED BY THIS
 MK1467'PARTY.  ITS NEW SITE IS 98.30 FEET NORTHWEST OF THE ORIGINAL
 MK1467'1950 LOCATION.
 MK1467'
 MK1467'THE AZIMUTH MARK IS LOCATED NEAR THE HIGHEST POINT OF A CUT BANK,
 MK1467'30 FEET WEST FROM THE CENTER OF THE ROAD, 1 FOOT NORTH OF A
 MK1467'WITNESS POST, AND IS SET IN THE NORTH-SOUTH FENCE LINE.  IT IS
 MK1467'STAMPED OSCEOLA 1951 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 MK1467
 MK1467                          STATION RECOVERY (1966)
 MK1467
 MK1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1467'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  A DIFFERENCE
 MK1467'OF 0.047 METERS WAS NOTED IN THE DISTANCE TO REFERENCE MARK NUMBER
 MK1467'2.
 MK1467'
 MK1467'THE LAND ON WHICH THE STATION IS ESTABLISHED IS NOW OCCUPIED BY A
 MK1467'MR. DALE DUNN.
 MK1467'
 MK1467'STATION MARK DISK IS STAMPED OSCEOLA 1930 AND THE MARK IS ABOUT 12
 MK1467'INCHES BELOW THE SURFACE OF THE GROUND.  MARK IS 106 FEET
 MK1467'SOUTH-SOUTHWEST OF THE NORTH GATE POST OF A METAL GATE, 58.9 FEET
 MK1467'NORTH-NORTHWEST OF THE EAST END OF A GATE WHICH IS AT A T-FENCE
 MK1467'CORNER, ABOUT 48 FEET WEST OF THE CENTER OF A FIELD ROAD, 15.1
 MK1467'FEET WEST OF A METAL WITNESS POST AND FENCELINE.
 MK1467'
 MK1467'REFERENCE MARK NUMBER 1 DISK IS STAMPED OSCEOLA NO 1 AND THE DATE IS
 MK1467'NOT READABLE.  MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK
 MK1467'IS 77 FEET SOUTH OF THE SOUTH EDGE OF A SHALLOW RAVINE AND 19.6 FEET
 MK1467'NORTH-NORTHWEST OF THE NORTH GATE POST OF THE METAL GATE.
 MK1467'
 MK1467'REFERENCE MARK NUMBER 2 DISK IS STAMPED OSCEOLA 1930 NO 2 AND THE
 MK1467'MARK PROJECTS ABOUT 2 INCHES.  MARK IS 51.0 FEET WEST OF A
 MK1467'NORTH-SOUTH FENCELINE AND 1.6 FEET NORTH OF A EAST-WEST
 MK1467'FENCELINE.
 MK1467'
 MK1467'AZIMUTH MARK DISK IS STAMPED OSCEOLA 1951 AND THE MARK IS FLUSH WITH
 MK1467'THE SURFACE OF THE GROUND.  MARK IS 95.0 FEET NORTH OF THE CENTER
 MK1467'OFA METAL GATE, 85.1 FEET SOUTH OF A POWERLINE POLE, 1.4 FEET SOUTH
 MK1467'OF A METAL WITNESS POST, 2 INCHES EAST OF A NORTH-SOUTH FENCELINE,
 MK1467'59.2 FEET NORTHWEST OF A POST AND MAILBOX WHICH BELONGS TO MR.
 MK1467'DALE DUNN AND THE MAILBOX IS IN THE CENTER OF A NORTH-SOUTH
 MK1467'GRAVELED ROAD AND A GRAVELED DRIVEWAY WHICH LEADS EAST TO THE FARM
 MK1467'HOME OF MR. DUNN.
 MK1467'
 MK1467'STATION IS REACHED FROM THE NORTHWEST CORNER OF THE SQUARE IN
 MK1467'OSCEOLA.  GO NORTHWESTERLY FOR 0.15 MILE TO A RAILROAD CROSSING AND
 MK1467'JUNCTION OF U.S. HIGHWAYS 81, 30 ALTERNATE AND STATE HIGHWAY 92.
 MK1467'TURN LEFT AND GO WEST ON THE HIGHWAYS FOR 0.6 MILE TO A CROSSROAD.
 MK1467'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 4.5 MILES TO MR.
 MK1467'DUNNS DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT ABOUT 9
 MK1467'FEET HIGHER ELEVATION THAN THE ROAD.  TURN RIGHT AND GO EAST ON
 MK1467'THE DRIVEWAY FOR 0.2 MILE TO THE FARM HOME.  PASS TO THE LEFT
 MK1467'OF THE HOUSE AND PROCEED NORTH ON A FARM ROAD, ALONG A NORTH-SOUTH
 MK1467'FENCELINE FOR ABOUT 0.15 MILE TO STATION MARK ON LEFT, INSIDE A
 MK1467'PASTURE, AS DESCRIBED.
 MK1467'
 MK1467'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF
 MK1467'OSCEOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1912 ***********************************************************************
 MK1912  DESIGNATION -  OSCEOLA MUNICIPAL STANDPIPE
 MK1912  PID         -  MK1912
 MK1912  STATE/COUNTY-  NE/HAMILTON
 MK1912  USGS QUAD   -  OSCEOLA (1965)
 MK1912
 MK1912                         *CURRENT SURVEY CONTROL
 MK1912  ___________________________________________________________________
 MK1912* NAD 83(1995)-  41 10 51.54037(N)    097 32 48.09732(W)     ADJUSTED  
 MK1912* NAVD 88     -                                                        
 MK1912  ___________________________________________________________________
 MK1912  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 MK1912  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 MK1912
 MK1912  HORZ ORDER  -  THIRD
 MK1912
 MK1912.The horizontal coordinates were established by classical geodetic methods
 MK1912.and adjusted by the National Geodetic Survey in August 1997..
 MK1912
 MK1912
 MK1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1912
 MK1912.The geoid height was determined by GEOID03.
 MK1912
 MK1912;                    North         East     Units Scale Factor Converg.
 MK1912;SPC NE       -   152,543.139   705,749.142   MT  0.99967458   +1 37 32.9
 MK1912;UTM  14      - 4,559,866.253   621,892.106   MT  0.99978286   +0 57 25.3
 MK1912
 MK1912                          SUPERSEDED SURVEY CONTROL
 MK1912
 MK1912  NAD 83(1986)-  41 10 51.54883(N)    097 32 48.10039(W) AD(       ) 4
 MK1912  NAD 27      -  41 10 51.49300(N)    097 32 46.92200(W) AD(       ) 3
 MK1912
 MK1912.Superseded values are not recommended for survey control.
 MK1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1912.See file dsdata.txt to determine how the superseded data were derived.
 MK1912
 MK1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2189259866(NAD 83)
 MK1912_MARKER: 52 = STANDPIPE TANK
 MK1912
 MK1912  HISTORY     - Date     Condition        Report By
 MK1912  HISTORY     - 1950     FIRST OBSERVED   CGS
 MK1912  HISTORY     - 20040809 GOOD             USPSQD
 MK1912
 MK1912                          STATION DESCRIPTION
 MK1912
 MK1912'DESCRIBED BY US POWER SQUADRON 2004 (AMM)
 MK1912'STATION FOUND GOOD. SITE IS NORTH OF NEBRASKA STREET, EAST OF N. MAIN
 MK1912'STREET ON THE TOP OF A HILL IN NORTHEAST OSCEOLA.  IT IS A WHITE
 MK1912'STANDPIPE WITH BLACK LETTERS OSCEOLA PAINTED VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1469 ***********************************************************************
 MK1469  DESIGNATION -  OSCEOLA RM 1
 MK1469  PID         -  MK1469
 MK1469  STATE/COUNTY-  NE/POLK
 MK1469  USGS QUAD   -  OSCEOLA (1965)
 MK1469
 MK1469                         *CURRENT SURVEY CONTROL
 MK1469  ___________________________________________________________________
 MK1469* NAD 83(1986)-  41 14 51.     (N)    097 33 21.     (W)     SCALED    
 MK1469* NAVD 88     -       519.649  (meters)    1704.88   (feet)  ADJUSTED  
 MK1469  ___________________________________________________________________
 MK1469  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 MK1469  DYNAMIC HT  -         519.403 (meters)    1704.07  (feet)  COMP
 MK1469  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 MK1469
 MK1469  VERT ORDER  -  SECOND    CLASS 0
 MK1469
 MK1469.The horizontal coordinates were scaled from a topographic map and have
 MK1469.an estimated accuracy of +/- 6 seconds.
 MK1469
 MK1469.The orthometric height was determined by differential leveling
 MK1469.and adjusted by the National Geodetic Survey in June 1991..
 MK1469
 MK1469.The geoid height was determined by GEOID03.
 MK1469
 MK1469.The dynamic height is computed by dividing the NAVD 88
 MK1469.geopotential number by the normal gravity value computed on the
 MK1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1469.degrees latitude (g = 980.6199 gals.).
 MK1469
 MK1469.The modeled gravity was interpolated from observed gravity values.
 MK1469
 MK1469;                    North         East    Units  Estimated Accuracy
 MK1469;SPC NE       -   159,900.      704,770.      MT  (+/- 180 meters Scaled)
 MK1469
 MK1469                          SUPERSEDED SURVEY CONTROL
 MK1469
 MK1469  NGVD 29 (??/??/92)  519.449  (m)         1704.23   (f) ADJ UNCH    2 0
 MK1469
 MK1469.Superseded values are not recommended for survey control.
 MK1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1469.See file dsdata.txt to determine how the superseded data were derived.
 MK1469
 MK1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL210672(NAD 83)
 MK1469_MARKER: DR = REFERENCE MARK DISK
 MK1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1469_STAMPING: OSCEOLA NO 1 1930
 MK1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1469+STABILITY: SURFACE MOTION
 MK1469
 MK1469  HISTORY     - Date     Condition        Report By
 MK1469  HISTORY     - 1930     MONUMENTED       CGS
 MK1469  HISTORY     - 1950     GOOD             NGS
 MK1469
 MK1469                          STATION DESCRIPTION
 MK1469
 MK1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1469'10.4 MI SE FROM SILVER CREEK.
 MK1469'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1469'AT SILVER CREEK, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD,
 MK1469'THENCE 1.45 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.15 MILE
 MK1469'EAST ALONG A PRIVATE ROAD, THENCE 0.2 MILE NORTH ALONG A FIELD
 MK1469'ROAD, IN A PASTURE ON THE FRED DUNN FARM, 142.6 FEET NORTHEAST
 MK1469'OF TRIANGULATION STATION OSCELA 1930, ALONG A NORTH AND SOUTH
 MK1469'FENCE, 15 FEET NORTH OF THE NORTH END OF A GATE, SET IN THE
 MK1469'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1468 ***********************************************************************
 MK1468  DESIGNATION -  OSCEOLA RM 2
 MK1468  PID         -  MK1468
 MK1468  STATE/COUNTY-  NE/POLK
 MK1468  USGS QUAD   -  OSCEOLA (1965)
 MK1468
 MK1468                         *CURRENT SURVEY CONTROL
 MK1468  ___________________________________________________________________
 MK1468* NAD 83(1986)-  41 14 51.     (N)    097 33 21.     (W)     SCALED    
 MK1468* NAVD 88     -       520.309  (meters)    1707.05   (feet)  ADJUSTED  
 MK1468  ___________________________________________________________________
 MK1468  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 MK1468  DYNAMIC HT  -         520.062 (meters)    1706.24  (feet)  COMP
 MK1468  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 MK1468
 MK1468  VERT ORDER  -  SECOND    CLASS 0
 MK1468
 MK1468.The horizontal coordinates were scaled from a topographic map and have
 MK1468.an estimated accuracy of +/- 6 seconds.
 MK1468
 MK1468.The orthometric height was determined by differential leveling
 MK1468.and adjusted by the National Geodetic Survey in June 1991..
 MK1468
 MK1468.The geoid height was determined by GEOID03.
 MK1468
 MK1468.The dynamic height is computed by dividing the NAVD 88
 MK1468.geopotential number by the normal gravity value computed on the
 MK1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1468.degrees latitude (g = 980.6199 gals.).
 MK1468
 MK1468.The modeled gravity was interpolated from observed gravity values.
 MK1468
 MK1468;                    North         East    Units  Estimated Accuracy
 MK1468;SPC NE       -   159,900.      704,770.      MT  (+/- 180 meters Scaled)
 MK1468
 MK1468                          SUPERSEDED SURVEY CONTROL
 MK1468
 MK1468  NGVD 29 (??/??/92)  520.109  (m)         1706.39   (f) ADJ UNCH    2 0
 MK1468
 MK1468.Superseded values are not recommended for survey control.
 MK1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1468.See file dsdata.txt to determine how the superseded data were derived.
 MK1468
 MK1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL210672(NAD 83)
 MK1468_MARKER: DR = REFERENCE MARK DISK
 MK1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1468_STAMPING: OSCEOLA NO 2 1930
 MK1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1468+STABILITY: SURFACE MOTION
 MK1468
 MK1468  HISTORY     - Date     Condition        Report By
 MK1468  HISTORY     - 1930     MONUMENTED       CGS
 MK1468  HISTORY     - 1950     GOOD             NGS
 MK1468
 MK1468                          STATION DESCRIPTION
 MK1468
 MK1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1468'10.4 MI SE FROM SILVER CREEK.
 MK1468'3.6 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 MK1468'SILVER CREEK, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD, THENCE
 MK1468'1.45 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.15 MILE EAST ALONG
 MK1468'A PRIVATE ROAD, THENCE 0.2 MILE NORTH ALONG A FIELD ROAD, IN A
 MK1468'PASTURE ON THE FRED DUNN FARM, 64.8 SOUTHWEST OF TRIANGULATION
 MK1468'STATION OSCEOLA 1930, 49 FEET WEST OF A NORTH AND SOUTH FENCE,
 MK1468'1.5 FEET NORTH OF AN EAST AND WEST FENCE, SET IN THE TOP OF A
 MK1468'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0427 ***********************************************************************
 MM0427  DESIGNATION -  OSGOOD RESET
 MM0427  PID         -  MM0427
 MM0427  STATE/COUNTY-  NE/LINCOLN
 MM0427  USGS QUAD   -  LAKE MALONEY (1983)
 MM0427
 MM0427                         *CURRENT SURVEY CONTROL
 MM0427  ___________________________________________________________________
 MM0427* NAD 83(1995)-  41 04 42.36780(N)    100 45 39.87124(W)     ADJUSTED  
 MM0427* NAVD 88     -       924.9    (meters)    3034.     (feet)  VERTCON   
 MM0427  ___________________________________________________________________
 MM0427  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 MM0427  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 MM0427
 MM0427  HORZ ORDER  -  SECOND
 MM0427
 MM0427.The horizontal coordinates were established by classical geodetic methods
 MM0427.and adjusted by the National Geodetic Survey in August 1997..
 MM0427
 MM0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0427
 MM0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0427
 MM0427.The geoid height was determined by GEOID03.
 MM0427
 MM0427;                    North         East     Units Scale Factor Converg.
 MM0427;SPC NE       -   138,520.269   436,063.647   MT  0.99968625   -0 30 15.7
 MM0427;UTM  14      - 4,548,958.378   352,063.359   MT  0.99986936   -1 09 26.6
 MM0427
 MM0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0427!SPC NE       -   0.99985844  x   0.99968625  =   0.99954474
 MM0427!UTM  14      -   0.99985844  x   0.99986936  =   0.99972782
 MM0427
 MM0427:                Primary Azimuth Mark                     Grid Az
 MM0427:SPC NE       -  N PLATTE PAWNEE HOTEL PENTHSE            000 43 06.7
 MM0427:UTM  14      -  N PLATTE PAWNEE HOTEL PENTHSE            001 22 17.6
 MM0427
 MM0427|---------------------------------------------------------------------|
 MM0427| PID    Reference Object                     Distance      Geod. Az  |
 MM0427|                                                           dddmmss.s |
 MM0427| MM0414 N PLATTE PAWNEE HOTEL PENTHSE       APPROX. 6.6 KM 0001251.0 |
 MM0427| MM0415 N PLATTE CITY POLICE RAD MAST       APPROX. 7.0 KM 0022606.9 |
 MM0427| MM0405 N PLATTE STATE POLICE RAD MAST      APPROX.12.5 KM 0042956.1 |
 MM0427| MM0416 NORTH PLATTE PUB SERV CO CHIM       APPROX. 6.7 KM 0043352.7 |
 MM0427| MM0428 NORTH PLATTE PUB PWR WATER TK       APPROX. 0.9 KM 0091138.0 |
 MM0427| MM0406 TANK NEAR CHIM E OF N PLATTE        APPROX. 7.6 KM 0135321.3 |
 MM0427| MM0407 NORTH PLATTE MUN PWR PLANT STK      APPROX. 7.6 KM 0140314.1 |
 MM0427| MM0404 NORTH PLATTE MUN AIRPORT BCN        APPROX. 7.2 KM 0394905.4 |
 MM0427| MM0410 PUMPING STA TANK E OF N PLATTE      APPROX. 8.7 KM 0400858.3 |
 MM0427| MM0402 NORTH PLATTE RAD RNG CEN MAST       APPROX. 5.4 KM 0774853.5 |
 MM0427| CN9407 OSGOOD RM 1                          22.348 METERS 11718     |
 MM0427| CN9408 OSGOOD RM 2                          21.519 METERS 18402     |
 MM0427| MM0455 HERSHEY WATER TK=AIRWAY BN 62       APPROX.22.3 KM 2934159.2 |
 MM0427| MM0432 BIRDWOOD RAD STA KNBR TALL MST      APPROX.13.5 KM 3125124.1 |
 MM0427| CN9409 OSGOOD RM 3 AZIMUTH                                3310736.5 |
 MM0427| CN9410 OSGOOD AZ MK RESET                                 3310718.0 |
 MM0427| MM0419 NORTH PLATTE HIGH SCHOOL CHIM       APPROX. 6.4 KM 3484820.6 |
 MM0427| MM0418 NORTH PLATTE RAD STA KODY MAST      APPROX. 7.9 KM 3492539.1 |
 MM0427| MM0413 NORTH PLATTE POST OFFICE CHIM       APPROX. 6.5 KM 3581550.1 |
 MM0427|---------------------------------------------------------------------|
 MM0427
 MM0427                          SUPERSEDED SURVEY CONTROL
 MM0427
 MM0427  NAD 83(1986)-  41 04 42.37240(N)    100 45 39.87833(W) AD(       ) 2
 MM0427  NAD 27      -  41 04 42.38201(N)    100 45 38.36147(W) AD(       ) 2
 MM0427  NGVD 29 (07/19/86)  924.5    (m)         3033.     (f) VERT ANG       
 MM0427
 MM0427.Superseded values are not recommended for survey control.
 MM0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0427.See file dsdata.txt to determine how the superseded data were derived.
 MM0427
 MM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL5206348958(NAD 83)
 MM0427_MARKER: P = PIPE CAP
 MM0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0427
 MM0427  HISTORY     - Date     Condition        Report By
 MM0427  HISTORY     - 1933     MONUMENTED       USGS
 MM0427  HISTORY     - 1951     GOOD             CGS
 MM0427  HISTORY     - 1953     GOOD             NEDR
 MM0427  HISTORY     - 1967     GOOD             NEDR
 MM0427  HISTORY     - 1978     GOOD             LOCENG
 MM0427
 MM0427                          STATION DESCRIPTION
 MM0427
 MM0427'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 MM0427'ABOUT 4 MILES DUE SOUTH OF NORTH PLATTE IN SOUTHEAST QUARTER
 MM0427'SEC. 21, T. 13 N., R. 30 W., ON GROUNDS OF UNIVERSITY OF
 MM0427'NEBRASKA EXPERIMENT FARM ON A PROMINENT POINT MUCH FREQUENTED BY
 MM0427'SIGHT-SEERS.
 MM0427'
 MM0427'REACHED FROM NORTH PLATTE VIA U.S. HIGHWAY 183 SOUTH 3.2 MILES
 MM0427'TO GATE OF EXPERIMENT FARM.  FOLLOW THE RIDGE ROAD SOUTHEAST
 MM0427'0.9 MILE TO STATION.  MARK IS A U.S. GEOLOGICAL SURVEY IRON
 MM0427'PIPE WITH CAP, SURROUNDED BY CONCRETE OF STANDARD SIZE FOR STATION
 MM0427'MARK.  THE U.S.G.S. MARK WAS LOWERED IN RESETTING AS IT HAD
 MM0427'BEEN ALMOST UPROOTED BY EROSION.  MARK IS 20 FEET SOUTH OF A
 MM0427'CONCRETE STEP, 15 PACES WEST OF THE ROAD AND 15 PACES NORTH OF
 MM0427'PARKING GROUNDS.  NO SUB-SURFACE MARK SET.
 MM0427'
 MM0427'REFERENCE MARK NO. 1 IS SOUTH OF EAST OF STATION AND EAST OF ROAD.
 MM0427'
 MM0427'REFERENCE MARK NO. 2 IS WEST OF SOUTH OF STATION AND IN EDGE
 MM0427'OF PARKING GROUNDS.
 MM0427'
 MM0427'REFERENCE MARK NO. 3 AZIMUTH MARK, IS NORTHEAST OF ROAD ON SUMMIT
 MM0427'OF LOWER HILL, 0.3 MILE WEST OF NORTH OF STATION AND IN LINE WITH
 MM0427'EXPERIMENT FARM ADMINISTRATION BUILDING.
 MM0427'
 MM0427'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MM0427
 MM0427                          STATION RECOVERY (1951)
 MM0427
 MM0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0427'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND ARE IN GOOD
 MM0427'CONDITION.
 MM0427'
 MM0427'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 MM0427'
 MM0427'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF NORTH PLATTE ON
 MM0427'TOP OF A HIGH POINT OF A PROMINENT RIDGE ON PROPERTY OWNED
 MM0427'BY THE UNIVERSITY OF NEBRASKA EXPERIMENT FARM.  IT IS LOCATED
 MM0427'AT THE EXTREME NORTH END OF THE RIDGE AND 43.0 FEET NORTH OF A
 MM0427'FENCE THAT SURROUNDS A PARKING AREA.  IT IS A STANDARD U.S.G.S.
 MM0427'BENCH MARK SET IN A 10 INCH SQUARE CONCRETE POST SET FLUSH WITH
 MM0427'THE SURFACE OF THE GROUND AND HAS NO STAMPING.
 MM0427'
 MM0427'REFERENCE MARK NO. 1 IS LOCATED ON THE EAST SLOPE OF THE RIDGE
 MM0427'ABOUT 6.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 17.0
 MM0427'FEET EAST OF THE CENTER OF A GRADED ROAD AND 6.0 FEET EAST OF THE
 MM0427'PARKING AREA FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 MM0427'GROUND AND IS STAMPED OSGOOD USGS NO 1 1933.
 MM0427'
 MM0427'REFERENCE MARK NO. 2 IS 23.0 FEET SOUTH OF THE SOUTHWEST CORNER
 MM0427'OF THE PARKING AREA FENCE, 1.5 FEET NORTH OF A WITNESS POST
 MM0427'AND 1.0 FOOT EAST OF WHERE THE RIDGE BREAKS SHARP TO THE WEST.
 MM0427'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 MM0427'OSGOOD USGS NO 2 1933.
 MM0427'
 MM0427'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 MM0427'NO. 2 IS 79.20 FEET.
 MM0427'
 MM0427'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS LOCATED ON THE SUMMIT OF
 MM0427'A LOW HILL, 23.0 FEET NORTH-NORTHEAST OF THE CENTER OF A GRADED
 MM0427'ROAD AND 1.0 FOOT SOUTHWEST OF A WITNESS POST.  IT IS SET FLUSH
 MM0427'WITH THE SURFACE OF THE GROUND AND IS STAMPED OSGOOD USGS NO
 MM0427'3 1933.
 MM0427'
 MM0427'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE LINCOLN
 MM0427'COUNTY COURTHOUSE SQUARE IN NORTH PLATTE, GO SOUTH ON U.S. HIGHWAY
 MM0427'NO. 83 FOR 3.2 MILES TO WHERE THE HIGHWAY TURNS LEFT AND A
 MM0427'GRAVELED ROAD CONTINUES STRAIGHT AHEAD AT THE ENTRANCE OF THE
 MM0427'UNIVERSITY OF NEBRASKA EXPERIMENT FARM.  CONTINUE STRAIGHT AHEAD
 MM0427'AND GO SOUTH ON A GRAVELED ROAD THROUGH THE FARM GROUNDS FOR
 MM0427'0.45 MILE TO A FORK, TURN LEFT AND GO EAST, NORTHEAST AND BACK
 MM0427'SOUTH FOR 0.25 MILE TO THE TOP OF A SMALL HILL AND REFERENCE
 MM0427'MARK NO. 3 (AZIMUTH MARK) ON THE LEFT AS DESCRIBED.  CONTINUE
 MM0427'SOUTH ON GRADED ROAD FOR 0.3 MILE TO THE TOP OF THE RIDGE
 MM0427'AND THE STATION JUST NORTH OF THE PARKING AREA AS DESCRIBED.
 MM0427
 MM0427                          STATION RECOVERY (1953)
 MM0427
 MM0427'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1953
 MM0427'REFERENCE MARK NO. 3 (AZIMUTH MARK) WAS DESTROYED DUE TO ROAD
 MM0427'CONSTRUCTION.  A NEW AZIMUTH MARK WAS SET ON LINE BETWEEN THE
 MM0427'STATION MARK AND THE OLD AZIMUTH MARK, 182.21 FEET CLOSER
 MM0427'TO THE STATION.  IT IS A 6-INCH CONCRETE METAL INCASED CYLINDER
 MM0427'IN A NEW PERMANENT FENCE LINE ALONG THE WEST RIGHT-OF-WAY
 MM0427'LINE OF NEW LOCATED U.S. HWY 83.
 MM0427'
 MM0427'R.M. NO. 2 COULD NOT BE FOUND.  R.M. NO. 1 IS 73.35 FEET FROM
 MM0427'STATION.
 MM0427
 MM0427                          STATION RECOVERY (1967)
 MM0427
 MM0427'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0427'STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 MM0427'FOUND TO BE IN GOOD CONDITION AND TO BE AS DESCRIBED IN 1933
 MM0427'AND 1951.
 MM0427'
 MM0427'AZIMUTH MARK WAS FOUND TO BE IN GOOD CONDITION AS RESET AND
 MM0427'DESCRIBED IN 1953.
 MM0427'
 MM0427'ADDITIONAL TO REACH--FROM NORTHWEST CORNER OF LINCOLN COUNTY
 MM0427'COURT HOUSE, GO SOUTH ON HIGHWAY NO. 83 FOR 3.9 MILES TO AZIMUTH
 MM0427'MARK ON WEST SIDE OF ROAD IN THE RIGHT OF WAY FENCE LINE.  AS
 MM0427'DESCRIBED IN 1953.  CONTINUE ON HIGHWAY NO. 83 SOUTH FOR 0.3
 MM0427'MILE TO THE STATION ON APPROXIMATELY 300 FEET WEST OF THE ROAD
 MM0427'ON TOP OF KNOLL AS DESCRIBED IN 1933 AND RECOVERY NOTE OF 1951.
 MM0427
 MM0427                          STATION RECOVERY (1978)
 MM0427
 MM0427'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (DKS)
 MM0427'OSGOOD RECOVERED GOOD.
 MM0427'
 MM0427'AZ. MK. RECOVERED GOOD.
 MM0427'
 MM0427'RM NO. 1 RECOVERED GOOD.
 MM0427'
 MM0427'RM NO. 2 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0448 ***********************************************************************
 MN0448  DESIGNATION -  OSHKOSH
 MN0448  PID         -  MN0448
 MN0448  STATE/COUNTY-  NE/GARDEN
 MN0448  USGS QUAD   -  OSHKOSH SW (1971)
 MN0448
 MN0448                         *CURRENT SURVEY CONTROL
 MN0448  ___________________________________________________________________
 MN0448* NAD 83(1995)-  41 19 43.98283(N)    102 23 08.11108(W)     ADJUSTED  
 MN0448* NAVD 88     -      1200.     (meters)    3937.     (feet)  SCALED    
 MN0448  ___________________________________________________________________
 MN0448  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 MN0448  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 MN0448
 MN0448  HORZ ORDER  -  FIRST
 MN0448
 MN0448.The horizontal coordinates were established by classical geodetic methods
 MN0448.and adjusted by the National Geodetic Survey in August 1997..
 MN0448
 MN0448.The orthometric height was scaled from a topographic map.
 MN0448
 MN0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0448
 MN0448.The geoid height was determined by GEOID03.
 MN0448
 MN0448;                    North         East     Units Scale Factor Converg.
 MN0448;SPC NE       -   168,798.187   300,381.811   MT  0.99966334   -1 34 51.3
 MN0448;UTM  13      - 4,578,565.008   718,789.452   MT  1.00018915   +1 43 37.9
 MN0448
 MN0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0448!SPC NE       -   0.99981504  x   0.99966334  =   0.99947844
 MN0448!UTM  13      -   0.99981504  x   1.00018915  =   1.00000415
 MN0448
 MN0448:                Primary Azimuth Mark                     Grid Az
 MN0448:SPC NE       -  OSHKOSH WATER TANK                       023 33 33.8
 MN0448:UTM  13      -  OSHKOSH WATER TANK                       020 15 04.6
 MN0448
 MN0448|---------------------------------------------------------------------|
 MN0448| PID    Reference Object                     Distance      Geod. Az  |
 MN0448|                                                           dddmmss.s |
 MN0448| MN0444 OSHKOSH WATER TANK                  APPROX. 9.3 KM 0215842.5 |
 MN0448| MN0445 OSHKOSH PUMPING STA WATER TANK      APPROX. 9.3 KM 0254444.6 |
 MN0448| CP7874 OSHKOSH RM 1 AZIMUTH                               0941915.3 |
 MN0448| MN0446 OSHKOSH STATE HIGHWAY MAST          APPROX. 7.5 KM 1354508.2 |
 MN0448| CP7875 OSHKOSH RM 2                         39.530 METERS 23654     |
 MN0448| CP7876 OSHKOSH RM 3                         27.305 METERS 32721     |
 MN0448|---------------------------------------------------------------------|
 MN0448
 MN0448                          SUPERSEDED SURVEY CONTROL
 MN0448
 MN0448  NAD 83(1995)-  41 19 43.98264(N)    102 23 08.11256(W) AD(       ) 1
 MN0448  NAD 83(1986)-  41 19 43.98103(N)    102 23 08.11342(W) AD(       ) 1
 MN0448  NAD 27      -  41 19 44.04000(N)    102 23 06.43400(W) AD(       ) 1
 MN0448
 MN0448.Superseded values are not recommended for survey control.
 MN0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0448.See file dsdata.txt to determine how the superseded data were derived.
 MN0448
 MN0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1878978565(NAD 83)
 MN0448_MARKER: DS = TRIANGULATION STATION DISK
 MN0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0448
 MN0448  HISTORY     - Date     Condition        Report By
 MN0448  HISTORY     - 1933     MONUMENTED       CGS
 MN0448  HISTORY     - 1946     GOOD             CGS
 MN0448  HISTORY     - 1963     GOOD             CGS
 MN0448
 MN0448                          STATION DESCRIPTION
 MN0448
 MN0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0448'ABOUT 5-1/2 MILES SOUTH AND 2 MILES WEST OF OSHKOSH IN SOUTHEAST
 MN0448'QUARTER SEC. 29, T. 16 N., R. 44 W., IN PASTURE OWNED BY
 MN0448'B.E. KNEPPER.
 MN0448'
 MN0448'REACHED FROM OSHKOSH VIA STATE HIGHWAY 27, SOUTH ACROSS RIVER,
 MN0448'2.9 MILES TO A ROAD LEADING WEST.  FOLLOW THIS ROAD WHICH WINDS
 MN0448'UP A CANYON SOUTHWEST 3.8 MILES, THENCE WEST 0.2 MILE TO THE
 MN0448'KNEPPERS HOUSE.  FROM HOUSE, FOLLOW STOCK LANE NORTH 0.2
 MN0448'MILE THENCE NORTHWEST 0.25 MILE TO STATION.  TRUCK TO STATION.
 MN0448'STATION IS ON HIGHEST POINT OF RIDGE WHICH BREAKS ABRUPTLY
 MN0448'TO NORTHEAST, 20 FEET BACK FROM BREAK AND 60 YARDS NORTHEAST
 MN0448'OF FENCE, IN OPEN PASTURE.
 MN0448'
 MN0448'REFERENCE MARK NO. 1, AZIMUTH MARK, IS EAST OF STATION ON EAST
 MN0448'SIDE OF ROAD IN FENCE LINE.
 MN0448'
 MN0448'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION IN SAME PASTURE.
 MN0448'
 MN0448'REFERENCE MARK NO. 3 IS NORTHWEST OF STATION IN SAME PASTURE.
 MN0448'
 MN0448'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MN0448
 MN0448                          STATION RECOVERY (1946)
 MN0448
 MN0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0448'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION AND
 MN0448'THE ORIGINAL DESCRIPTION WAS FOUND TO BE ADEQUATE.
 MN0448'
 MN0448'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MN0448'
 MN0448'THE STATION IS 7 MILES SOUTH-SOUTHWEST OF OSHKOSH, ON THE CREST
 MN0448'OF A LONG RIDGE IN THE PASTURE LAND OWNED BY B.E. KNEPPER.
 MN0448'IT IS IN THE SOUTHEAST QUARTER SECTION 29, T 16 N, R 44 W.
 MN0448'IT PROJECTS 6 INCHES AND IS STAMPED OSHKOSH 1933.
 MN0448'
 MN0448'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 27 FEET EAST OF THE
 MN0448'CENTER OF A GRAVELED ROAD, 0.5 FOOT EAST OF AN EAST-WEST FENCE
 MN0448'LINE, AND 0.35 MILE NORTHEAST OF A T ROAD WEST.
 MN0448'IT IS FLUSH WITH THE GROUND AND IS STAMPED OSHKOSH NO 1 1933.
 MN0448'
 MN0448'REFERENCE MARK NO. 2 IS ABOUT 5 FEET BELOW STATION ELEVATION.
 MN0448'IT PROJECTS 3 INCHES AND IS STAMPED OSHKOSH NO 2 1933.
 MN0448'
 MN0448'REFERENCE MARK NO. 3 IS ON THE CREST OF THE RIDGE, SAME
 MN0448'ELEVATION AS THE STATION.  IT PROJECTS 6 INCHES AND IS STAMPED OSHKOSH
 MN0448'NO 3 1933.
 MN0448'
 MN0448'TO REACH THE STATION FROM OSHKOSH, GO ON STATE HIGHWAY NO. 27,
 MN0448'SOUTH, FOR 2.9 MILES TO A ROAD WEST, TURN RIGHT ON ROAD AND
 MN0448'GO WEST FOR 3.8 MILES, WINDING UP A CANYON, TO A T ROAD
 MN0448'NORTHWEST, TURN RIGHT AND GO 0.2 MILE TO THE KNEPPERS RANCH
 MN0448'HOUSE ON THE RIGHT, TURN RIGHT, PASS THROUGH BARN YARD AND
 MN0448'FOLLOW STOCK LANE NORTH 0.2 MILE, THEN GO ACROSS PASTURE
 MN0448'NORTHEAST FOR 0.25 MILE TO THE CREST OF RIDGE AND THE STATION AS
 MN0448'DESCRIBED.
 MN0448'
 MN0448'TO REACH REFERENCE MARK NO. 1 (AZIMUTH MARK) FROM THE STATION,
 MN0448'FOLLOW THE ABOVE DESCRIPTION BACK TO THE RANCH HOUSE, GO
 MN0448'SOUTHEAST FOR 0.2 MILE TO MAIN GRAVELED ROAD, TURN LEFT AND GO
 MN0448'0.35 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 MN0448
 MN0448                          STATION RECOVERY (1963)
 MN0448
 MN0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0448'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MN0448'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION WERE
 MN0448'CHECKED AND WERE FOUND TO BE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0445 ***********************************************************************
 MN0445  DESIGNATION -  OSHKOSH PUMPING STA WATER TANK
 MN0445  PID         -  MN0445
 MN0445  STATE/COUNTY-  NE/GARDEN
 MN0445  USGS QUAD   -  OSHKOSH (1971)
 MN0445
 MN0445                         *CURRENT SURVEY CONTROL
 MN0445  ___________________________________________________________________
 MN0445* NAD 83(1995)-  41 24 15.27213(N)    102 20 14.32300(W)     ADJUSTED  
 MN0445* NAVD 88     -                                                        
 MN0445  ___________________________________________________________________
 MN0445  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 MN0445  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 MN0445
 MN0445  HORZ ORDER  -  THIRD
 MN0445
 MN0445.The horizontal coordinates were established by classical geodetic methods
 MN0445.and adjusted by the National Geodetic Survey in August 1997..
 MN0445
 MN0445
 MN0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0445
 MN0445.The geoid height was determined by GEOID03.
 MN0445
 MN0445;                    North         East     Units Scale Factor Converg.
 MN0445;SPC NE       -   177,051.318   304,646.421   MT  0.99966016   -1 32 56.1
 MN0445;UTM  13      - 4,587,055.126   722,572.552   MT  1.00020969   +1 45 42.3
 MN0445
 MN0445                          SUPERSEDED SURVEY CONTROL
 MN0445
 MN0445  NAD 83(1995)-  41 24 15.27141(N)    102 20 14.32468(W) AD(       ) 4
 MN0445  NAD 83(1986)-  41 24 15.27017(N)    102 20 14.32600(W) AD(       ) 4
 MN0445  NAD 27      -  41 24 15.33400(N)    102 20 12.64500(W) AD(       ) 3
 MN0445
 MN0445.Superseded values are not recommended for survey control.
 MN0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0445.See file dsdata.txt to determine how the superseded data were derived.
 MN0445
 MN0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2257387055(NAD 83)
 MN0445_MARKER: 51 = TANK
 MN0445
 MN0445  HISTORY     - Date     Condition        Report By
 MN0445  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0445
 MN0445                          STATION DESCRIPTION
 MN0445
 MN0445'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0446 ***********************************************************************
 MN0446  DESIGNATION -  OSHKOSH STATE HIGHWAY MAST
 MN0446  PID         -  MN0446
 MN0446  STATE/COUNTY-  NE/GARDEN
 MN0446  USGS QUAD   -  BARN BUTTE (1971)
 MN0446
 MN0446                         *CURRENT SURVEY CONTROL
 MN0446  ___________________________________________________________________
 MN0446* NAD 83(1995)-  41 16 49.85937(N)    102 19 23.34585(W)     ADJUSTED  
 MN0446* NAVD 88     -                                                        
 MN0446  ___________________________________________________________________
 MN0446  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 MN0446  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 MN0446
 MN0446  HORZ ORDER  -  THIRD
 MN0446
 MN0446.The horizontal coordinates were established by classical geodetic methods
 MN0446.and adjusted by the National Geodetic Survey in August 1997..
 MN0446
 MN0446
 MN0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0446
 MN0446.The geoid height was determined by GEOID03.
 MN0446
 MN0446;                    North         East     Units Scale Factor Converg.
 MN0446;SPC NE       -   163,287.962   305,460.606   MT  0.99966629   -1 32 22.4
 MN0446;UTM  13      - 4,573,354.146   724,180.579   MT  1.00021855   +1 46 00.4
 MN0446
 MN0446                          SUPERSEDED SURVEY CONTROL
 MN0446
 MN0446  NAD 83(1995)-  41 16 49.85870(N)    102 19 23.34671(W) AD(       ) 4
 MN0446  NAD 83(1986)-  41 16 49.85774(N)    102 19 23.34718(W) AD(       ) 4
 MN0446  NAD 27      -  41 16 49.91100(N)    102 19 21.67500(W) AD(       ) 3
 MN0446
 MN0446.Superseded values are not recommended for survey control.
 MN0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0446.See file dsdata.txt to determine how the superseded data were derived.
 MN0446
 MN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2418173354(NAD 83)
 MN0446
 MN0446  HISTORY     - Date     Condition        Report By
 MN0446  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0446
 MN0446                          STATION DESCRIPTION
 MN0446
 MN0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0446'THE STATION IS SITUATED 9 MILES SOUTH-SOUTHEAST OF OSHKOSH AND
 MN0446'1.0 MILE EAST OF STATE HIGHWAY 27.  THE STATION IS THE RED LIGHT
 MN0446'AT THE TOP OF A THREE LEGGED STEEL STRUCTURE PAINTED RED AND
 MN0446'WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0444 ***********************************************************************
 MN0444  DESIGNATION -  OSHKOSH WATER TANK
 MN0444  PID         -  MN0444
 MN0444  STATE/COUNTY-  NE/GARDEN
 MN0444  USGS QUAD   -  OSHKOSH (1971)
 MN0444
 MN0444                         *CURRENT SURVEY CONTROL
 MN0444  ___________________________________________________________________
 MN0444* NAD 83(1995)-  41 24 24.36965(N)    102 20 37.79264(W)     ADJUSTED  
 MN0444* NAVD 88     -                                                        
 MN0444  ___________________________________________________________________
 MN0444  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 MN0444  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 MN0444
 MN0444  HORZ ORDER  -  THIRD
 MN0444
 MN0444.The horizontal coordinates were established by classical geodetic methods
 MN0444.and adjusted by the National Geodetic Survey in August 1997..
 MN0444
 MN0444
 MN0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0444
 MN0444.The geoid height was determined by GEOID03.
 MN0444
 MN0444;                    North         East     Units Scale Factor Converg.
 MN0444;SPC NE       -   177,346.534   304,109.269   MT  0.99966008   -1 33 11.7
 MN0444;UTM  13      - 4,587,318.972   722,018.945   MT  1.00020666   +1 45 27.0
 MN0444
 MN0444                          SUPERSEDED SURVEY CONTROL
 MN0444
 MN0444  NAD 83(1995)-  41 24 24.36867(N)    102 20 37.79467(W) AD(       ) 4
 MN0444  NAD 83(1986)-  41 24 24.36770(N)    102 20 37.79547(W) AD(       ) 4
 MN0444  NAD 27      -  41 24 24.43200(N)    102 20 36.11500(W) AD(       ) 3
 MN0444
 MN0444.Superseded values are not recommended for survey control.
 MN0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0444.See file dsdata.txt to determine how the superseded data were derived.
 MN0444
 MN0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2201987319(NAD 83)
 MN0444_MARKER: 53 = ELEVATED TANK
 MN0444_MARK LOGO: CGS   
 MN0444
 MN0444  HISTORY     - Date     Condition        Report By
 MN0444  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0444  HISTORY     - 19820809 GOOD             NGS
 MN0444  HISTORY     - 20040810 GOOD             USPSQD
 MN0444
 MN0444                          STATION DESCRIPTION
 MN0444
 MN0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MN0444'RECOVERED IN GOOD CONDITION.
 MN0444
 MN0444                          STATION RECOVERY (2004)
 MN0444
 MN0444'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MN0444'TANK FOUND GOOD. TANK IS SOUTH OF AVENUE 'E' AND EAST OF MAIN STREET,
 MN0444'IN THE SOUTHEAST CORNER OF THE INTERSECTION OF AVENUE 'E' AND MAIN
 MN0444'STREET, IN THE TOWN OF OSHKOSH.  TANK IS CONICAL SHAPED WITH 4 LEGS.
 MN0444'TANK IS SILVER WITH BLACK LEGS AND BLACK LETTERS 'OSHKOSH' ON THE SIDE
 MN0444'OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0963 ***********************************************************************
 LG0963  DESIGNATION -  OTOE
 LG0963  PID         -  LG0963
 LG0963  STATE/COUNTY-  NE/OTOE
 LG0963  USGS QUAD   -  AVOCA (1966)
 LG0963
 LG0963                         *CURRENT SURVEY CONTROL
 LG0963  ___________________________________________________________________
 LG0963* NAD 83(1995)-  40 45 41.43405(N)    096 06 08.36061(W)     ADJUSTED  
 LG0963* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 LG0963  ___________________________________________________________________
 LG0963  LAPLACE CORR-         -11.45  (seconds)                    DEFLEC99
 LG0963  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 LG0963
 LG0963  HORZ ORDER  -  SECOND
 LG0963
 LG0963.The horizontal coordinates were established by classical geodetic methods
 LG0963.and adjusted by the National Geodetic Survey in August 1997..
 LG0963
 LG0963.The orthometric height was scaled from a topographic map.
 LG0963
 LG0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0963
 LG0963.The geoid height was determined by GEOID03.
 LG0963
 LG0963;                    North         East     Units Scale Factor Converg.
 LG0963;SPC NE       -   110,468.856   828,914.765   MT  0.99974232   +2 34 58.7
 LG0963;UTM  14      - 4,516,323.004   744,590.984   MT  1.00033641   +1 53 34.3
 LG0963
 LG0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0963!SPC NE       -   0.99994359  x   0.99974232  =   0.99968593
 LG0963!UTM  14      -   0.99994359  x   1.00033641  =   1.00027998
 LG0963
 LG0963|---------------------------------------------------------------------|
 LG0963| PID    Reference Object                     Distance      Geod. Az  |
 LG0963|                                                           dddmmss.s |
 LG0963| CL8060 OTOE RM 1                            23.853 METERS 00057     |
 LG0963| CL8059 OTOE AZ MK                                         1820808.3 |
 LG0963| CL8061 OTOE RM 2                            23.964 METERS 23424     |
 LG0963|---------------------------------------------------------------------|
 LG0963
 LG0963                          SUPERSEDED SURVEY CONTROL
 LG0963
 LG0963  NAD 83(1986)-  40 45 41.44337(N)    096 06 08.35874(W) AD(       ) 2
 LG0963  NAD 27      -  40 45 41.43275(N)    096 06 07.32723(W) AD(       ) 2
 LG0963
 LG0963.Superseded values are not recommended for survey control.
 LG0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0963.See file dsdata.txt to determine how the superseded data were derived.
 LG0963
 LG0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4459116323(NAD 83)
 LG0963_MARKER: DS = TRIANGULATION STATION DISK
 LG0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0963
 LG0963  HISTORY     - Date     Condition        Report By
 LG0963  HISTORY     - 1961     MONUMENTED       CGS
 LG0963  HISTORY     - 1975     GOOD             LOCENG
 LG0963
 LG0963                          STATION DESCRIPTION
 LG0963
 LG0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0963'LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF AVOCA, 3 MILES
 LG0963'NORTH-NORTHEAST OF OTOE, ON THE RIGHT-OF-WAY OF A NORTH-SOUTH
 LG0963'SECTION LINE ROAD.
 LG0963'
 LG0963'REACHED FROM THE POST OFFICE IN OTOE, GO NORTH ON GRAVELED ROAD FOR
 LG0963'0.15 MILE TO A T-INTERSECTION, TURN LEFT AND GO WEST FOR 0.1 MILE
 LG0963'TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR 1.9 MILES TO A
 LG0963'CROSSROAD, TURN RIGHT AND GO EAST FOR 0.9 MILE TO A CROSSROAD AND
 LG0963'THE AZIMUTH MARK IN THE SOUTHWEST ANGLE, TURN LEFT AND GO NORTH
 LG0963'FOR 0.4 MILE TO THE STATION MARK ON THE RIGHT.
 LG0963'
 LG0963'STATION MARKS ARE STANDARD DISKS STAMPED OTOE 1961, THE UNDERGROUND
 LG0963'DISK IS SET IN A MASS OF CONCRETE THAT IS 41 INCHES BELOW THE
 LG0963'GROUND SURFACE, THE SURFACE DISK IS SET IN THE TOP OF A 10 INCH
 LG0963'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 30 FEET
 LG0963'EAST OF THE CENTER OF THE NORTH-SOUTH LINE ROAD, 26 FEET NORTH OF
 LG0963'THE CENTER OF THE ENTRANCE DRIVE LEADING INTO FIELD, 1 FOOT
 LG0963'WEST OF A NORTH-SOUTH FENCE LINE AND 1 FOOT EAST OF A METAL
 LG0963'WITNESS POST WITH SIGN.
 LG0963'
 LG0963'REFERENCE MARK 1, A STANDARD DISK STAMPED OTOE NO 1 1961, IS
 LG0963'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG0963'8 INCHES.  IT IS 32 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 LG0963'SECTION LINE ROAD AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE.
 LG0963'
 LG0963'REFERENCE MARK 2, A STANDARD DISK STAMPED OTOE NO 2 1961, SET
 LG0963'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG0963'8 INCHES.  IT IS 32 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 LG0963'SECTION LINE ROAD, 18 FEET SOUTH OF THE CENTER OF THE ENTRANCE
 LG0963'DRIVE LEADING INTO FIELD AND 1 FOOT EAST OF THE NORTH-SOUTH
 LG0963'FENCE.
 LG0963'
 LG0963'AZIMUTH MARK, A STANDARD DISK STAMPED OTOE 1961, SET IN THE TOP OF
 LG0963'A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES.  IT
 LG0963'IS 31 FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD,
 LG0963'2-1/2 FEET SOUTHEAST OF A POWERLINE POLE, AND 1-1/2 FEET WEST OF
 LG0963'A METAL WITNESS POST WITH SIGN.
 LG0963'
 LG0963'THE PICTURE POINT IS THE END FENCE IN A NORTH-SOUTH FENCE LINE.  (1)
 LG0963'
 LG0963'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 140.14 FEET, *(42.715 METERS).
 LG0963'
 LG0963'PICTURE POINT 2 IS A BUSHY TREE ABOUT 10 FEET IN HEIGHT, 149
 LG0963'FEET NORTH-NORTHEAST OF THE STATION.  (SEE LIST OF DIRECTIONS).
 LG0963'
 LG0963'*CONVERTED TO METERS.
 LG0963
 LG0963                          STATION RECOVERY (1975)
 LG0963
 LG0963'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (RDP)
 LG0963'OTOE OK.
 LG0963'
 LG0963'OTOE AZ MK OK.
 LG0963'
 LG0963'OBVIOUS ERROR ON LIST OF DIRECTINS FROM PLEASANT
 LG0963'OTOE MUNC. WT. SHOULD BE 285 DEG 37 MIN 22 SEC--CLOSE
 LG0963'4 POSITIONS UNDER LESS THAN DESIRABLE CONDITIONS WHICH SEEM
 LG0963'TO VARIFY THIS CHANGE.
 LG0963'
 LG0963'DISTANCE AND DIRECTION FROM NEAREST TOWN--OTOE 3 MI NNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0609 ***********************************************************************
 NP0609  DESIGNATION -  OTTE
 NP0609  PID         -  NP0609
 NP0609  STATE/COUNTY-  NE/SHERIDAN
 NP0609  USGS QUAD   -  CLINTON NE (1969)
 NP0609
 NP0609                         *CURRENT SURVEY CONTROL
 NP0609  ___________________________________________________________________
 NP0609* NAD 83(1995)-  42 54 20.79466(N)    102 22 31.44111(W)     ADJUSTED  
 NP0609* NAVD 88     -      1214.0    (meters)    3983.     (feet)  VERTCON   
 NP0609  ___________________________________________________________________
 NP0609  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 NP0609  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 NP0609
 NP0609  HORZ ORDER  -  SECOND
 NP0609
 NP0609.The horizontal coordinates were established by classical geodetic methods
 NP0609.and adjusted by the National Geodetic Survey in August 1997..
 NP0609
 NP0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0609
 NP0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0609
 NP0609.The geoid height was determined by GEOID03.
 NP0609
 NP0609;                    North         East     Units Scale Factor Converg.
 NP0609;SPC NE       -   343,818.560   306,044.381   MT  0.99995814   -1 34 27.0
 NP0609;UTM  13      - 4,753,693.636   714,258.984   MT  1.00016479   +1 47 15.0
 NP0609
 NP0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0609!SPC NE       -   0.99981249  x   0.99995814  =   0.99977063
 NP0609!UTM  13      -   0.99981249  x   1.00016479  =   0.99997724
 NP0609
 NP0609|---------------------------------------------------------------------|
 NP0609| PID    Reference Object                     Distance      Geod. Az  |
 NP0609|                                                           dddmmss.s |
 NP0609| CQ4534 OTTE RM 2                            10.519 METERS 06916     |
 NP0609| NP0580 GORDON MUNICIPAL TANK               APPROX.17.7 KM 1293745.0 |
 NP0609| CQ4533 OTTE RM 1                            12.958 METERS 32046     |
 NP0609|---------------------------------------------------------------------|
 NP0609
 NP0609                          SUPERSEDED SURVEY CONTROL
 NP0609
 NP0609  NAD 83(1995)-  42 54 20.78754(N)    102 22 31.44392(W) AD(       ) 2
 NP0609  NAD 83(1986)-  42 54 20.78595(N)    102 22 31.44036(W) AD(       ) 2
 NP0609  NAD 27      -  42 54 20.83464(N)    102 22 29.87253(W) AD(       ) 2
 NP0609  NGVD 29 (07/19/86) 1213.5    (m)         3981.     (f) VERT ANG       
 NP0609
 NP0609.Superseded values are not recommended for survey control.
 NP0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0609.See file dsdata.txt to determine how the superseded data were derived.
 NP0609
 NP0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH1425953694(NAD 83)
 NP0609_MARKER: DD = SURVEY DISK
 NP0609_SETTING: 0 = UNSPECIFIED SETTING
 NP0609
 NP0609  HISTORY     - Date     Condition        Report By
 NP0609  HISTORY     - 1968     MONUMENTED       USGS
 NP0609
 NP0609                          STATION DESCRIPTION
 NP0609
 NP0609'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0609'STATION IS LOCATED 10.5 MI N. AND 1.0 MI W. OF THE VILLAGE
 NP0609'OF CLINTON, 13.0 MI N. AND 5.0 MI E. OF THE VILLAGE OF RUSHVILLE,
 NP0609'NEAR THE SE. COR. OF THE NW. QUARTER OF SEC. 22, T. 34 N.,
 NP0609'R. 43 W., ON TOP HIGH RIDGE IN OPEN RANGE.
 NP0609'
 NP0609'TO REACH THE STATION FROM THE RR. CROSSING IN THE VILLAGE OF
 NP0609'CLINTON, GO S. 0.05 MI TO U.S. HWY. 20.  TURN RIGHT (W.) AND
 NP0609'GO ALONG U.S. HWY. 20 FOR 0.8 MI TO A DIAGONAL CROSSROADS, TURN
 NP0609'RIGHT (N.) AND GO ALONG CO. RD. FOR 10.85 MI TO A T-RD. LEADING
 NP0609'W. AND SIGN MISSON RANCH, TURN LEFT (W.) AND GO 0.55 MI TO A
 NP0609'FENCE AND CATTLEGUARD, CONTINUE W. ALONG RD. FOR 0.4 MI TO A
 NP0609'FEILD ENTRANCE AND WIRE GATE ON RIGHT (W.), PASS THROUGH GATE
 NP0609'AND GO 0.5 MI ALONG RIDGE WESTWARD AND SW. TO TOP RIDGE AND
 NP0609'STATION.
 NP0609'
 NP0609'STATION MARK, STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 NP0609'ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 NP0609'GRAVEL TO 1 IN. OF CAP, FLUSH WITH GROUND, STAMPED ET OTTE
 NP0609'1968, ON TOP HIGH RIDGE, W. RD.
 NP0609'
 NP0609'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0609'COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN.
 NP0609'LONG, FILLED WITH GRAVEL TO 1 IN. OF CAP.  STAMPED OTTE NO 1
 NP0609'1968 42.52 FT AND 12.958 METERS NW. OF THE STATION FLUSH WITH
 NP0609'GROUND.
 NP0609'
 NP0609'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0609'COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG
 NP0609'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, FLUSH WITH GROUND,
 NP0609'34.52 FT AND 10.519 METERS NE. OF THE STATION.
 NP0609'
 NP0609'AZIMUTH MARK - NONE SET.
 NP0609'
 NP0609'REFERENCE AZIMUTH OBSERVED TO FINIAL GORDON MWT SE. 10.3 MI.
 NP0609'
 NP0609'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1736 ***********************************************************************
 NM1736  DESIGNATION -  OTTER
 NM1736  PID         -  NM1736
 NM1736  STATE/COUNTY-  NE/DIXON
 NM1736  USGS QUAD   -  ALLEN (1967)
 NM1736
 NM1736                         *CURRENT SURVEY CONTROL
 NM1736  ___________________________________________________________________
 NM1736* NAD 83(1995)-  42 28 39.80948(N)    096 46 21.43268(W)     ADJUSTED  
 NM1736* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 NM1736  ___________________________________________________________________
 NM1736  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 NM1736  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 NM1736
 NM1736  HORZ ORDER  -  FIRST
 NM1736
 NM1736.The horizontal coordinates were established by classical geodetic methods
 NM1736.and adjusted by the National Geodetic Survey in August 1997..
 NM1736
 NM1736.The orthometric height was scaled from a topographic map.
 NM1736
 NM1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1736
 NM1736.The geoid height was determined by GEOID03.
 NM1736
 NM1736;                    North         East     Units Scale Factor Converg.
 NM1736;SPC NE       -   298,560.673   765,267.575   MT  0.99980261   +2 08 19.6
 NM1736;SPC SD S     -    22,317.149   892,731.466   MT  1.00010311   +2 27 22.9
 NM1736;SPC SD S     -    73,218.85  2,928,903.15   sFT  1.00010311   +2 27 22.9
 NM1736;UTM  14      - 4,705,223.531   683,084.268   MT  1.00001243   +1 30 16.5
 NM1736
 NM1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1736!SPC NE       -   0.99993557  x   0.99980261  =   0.99973819
 NM1736!SPC SD S     -   0.99993557  x   1.00010311  =   1.00003867
 NM1736!UTM  14      -   0.99993557  x   1.00001243  =   0.99994800
 NM1736
 NM1736:                Primary Azimuth Mark                     Grid Az
 NM1736:SPC NE       -  OMAHA/BISMARCK AWY BCN 9                 061 02 20.3
 NM1736:SPC SD S     -  OMAHA/BISMARCK AWY BCN 9                 060 43 17.0
 NM1736:UTM  14      -  OMAHA/BISMARCK AWY BCN 9                 061 40 23.4
 NM1736
 NM1736|---------------------------------------------------------------------|
 NM1736| PID    Reference Object                     Distance      Geod. Az  |
 NM1736|                                                           dddmmss.s |
 NM1736| NM1646 OMAHA/BISMARCK AWY BCN 9            APPROX.31.6 KM 0631039.9 |
 NM1736| CO3405 OTTER AZ MK                                        1155032.9 |
 NM1736| CO3406 OTTER RM 1                           28.801 METERS 12659     |
 NM1736| CO3407 OTTER RM 2                           21.650 METERS 21620     |
 NM1736| NM1735 ALLEN TANK                          APPROX. 9.1 KM 2214325.4 |
 NM1736|---------------------------------------------------------------------|
 NM1736
 NM1736                          SUPERSEDED SURVEY CONTROL
 NM1736
 NM1736  NAD 83(1986)-  42 28 39.81473(N)    096 46 21.42903(W) AD(       ) 1
 NM1736  NAD 27      -  42 28 39.82400(N)    096 46 20.29600(W) AD(       ) 1
 NM1736
 NM1736.Superseded values are not recommended for survey control.
 NM1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1736.See file dsdata.txt to determine how the superseded data were derived.
 NM1736
 NM1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8308405224(NAD 83)
 NM1736_MARKER: DS = TRIANGULATION STATION DISK
 NM1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1736
 NM1736  HISTORY     - Date     Condition        Report By
 NM1736  HISTORY     - 1940     MONUMENTED       CGS
 NM1736  HISTORY     - 1948     GOOD             CGS
 NM1736
 NM1736                          STATION DESCRIPTION
 NM1736
 NM1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1736'STATION IS LOCATED ON A LOW BARE HILL ABOUT 5.75 MILES NE OF
 NM1736'ALLEN, 2.25 MILES NW OF WATERBURY AND 0.25 MILE NW OF THE
 NM1736'CENTER OF SEC. 19, T29N, R6E, ON LAND OWNED BY MR. WATTERMAN,
 NM1736'OF SIOUX CITY.
 NM1736'
 NM1736'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NM1736'STATE HIGHWAY 9, 5 MILES NORTH OF ALLEN, GO EAST ON U.S. HIGHWAY
 NM1736'20 FOR 4.15 MILES TO THE AZIMUTH MARK ON THE LEFT, NORTH
 NM1736'SIDE OF THE HIGHWAY, CONTINUE EAST 0.3 MILE TO A GRAVEL ROAD LEFT,
 NM1736'NORTH.  TURN LEFT AND GO 0.05 MILE TO A DIRT ROAD LEFT, WEST.
 NM1736'TURN LEFT AND GO 0.7 MILE TO TOP OF GRADE AND STATION ON THE
 NM1736'RIGHT, NORTH SIDE OF ROAD, JUST SOUTHWEST OF AN OLD HOUSE.
 NM1736'
 NM1736'STATION MARK IS SET IN CONCRETE 18 INCHES BELOW THE SURFACE
 NM1736'AND STAMPED OTTER 1940.  IT IS 34 FEET NORTH OF THE CENTER OF
 NM1736'A DIRT ROAD, 10 FEET NORTH OF A WHITE REFERENCE POST AND 12
 NM1736'FEET NORTH OF A FENCE.
 NM1736'
 NM1736'R.M. NO. 1 IS STAMPED OTTER NO. 1 1940 AND PROJECTS 4 INCHES.
 NM1736'IT IS 25 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 1 FOOT
 NM1736'SOUTH OF A FENCE.
 NM1736'
 NM1736'R.M. NO. 2 IS STAMPED OTTER NO. 2 1940 AND PROJECTS 4 INCHES.
 NM1736'IT IS 23 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 1 FOOT
 NM1736'SOUTH OF A FENCE.
 NM1736'
 NM1736'THE AZIMUTH MARK IS STAMPED OTTER 1940 AND PROJECTS 4 INCHES.
 NM1736'IT IS 1 FOOT WEST OF A FENCE, 2 FEET NORTH OF A WHITE REFERENCE
 NM1736'POST AND 100 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 20.
 NM1736'
 NM1736'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NM1736
 NM1736                          STATION RECOVERY (1948)
 NM1736
 NM1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1736'THE STATION WAS RECOVERED AS DESCRIBED BY K.B.J. IN 1940 AND
 NM1736'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO REFERENCE
 NM1736'MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE 1940 DESCRIPTION
 NM1736'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0907 ***********************************************************************
 LG0907  DESIGNATION -  OTTO
 LG0907  PID         -  LG0907
 LG0907  STATE/COUNTY-  NE/YORK
 LG0907  USGS QUAD   -  YORK SOUTH (1969)
 LG0907
 LG0907                         *CURRENT SURVEY CONTROL
 LG0907  ___________________________________________________________________
 LG0907* NAD 83(1995)-  40 48 50.41580(N)    097 35 23.79287(W)     ADJUSTED  
 LG0907* NAVD 88     -       520.21   (+/-2cm)    1706.7    (feet)  VERTCON   
 LG0907  ___________________________________________________________________
 LG0907  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 LG0907  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 LG0907
 LG0907  HORZ ORDER  -  SECOND
 LG0907  VERT ORDER  -  THIRD ? (See Below)
 LG0907
 LG0907.The horizontal coordinates were established by classical geodetic methods
 LG0907.and adjusted by the National Geodetic Survey in August 1997..
 LG0907
 LG0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0907.The vertical order pertains to the NGVD 29 superseded value.
 LG0907
 LG0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0907
 LG0907.The geoid height was determined by GEOID03.
 LG0907
 LG0907;                    North         East     Units Scale Factor Converg.
 LG0907;SPC NE       -   111,714.764   703,258.540   MT  0.99973095   +1 35 49.7
 LG0907;UTM  14      - 4,519,066.677   618,922.508   MT  0.99977407   +0 55 18.2
 LG0907
 LG0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0907!SPC NE       -   0.99992255  x   0.99973095  =   0.99965352
 LG0907!UTM  14      -   0.99992255  x   0.99977407  =   0.99969663
 LG0907
 LG0907:                Primary Azimuth Mark                     Grid Az
 LG0907:SPC NE       -  BRADSHAW COOP                            298 16 52.1
 LG0907:UTM  14      -  BRADSHAW COOP                            298 57 23.6
 LG0907
 LG0907|---------------------------------------------------------------------|
 LG0907| PID    Reference Object                     Distance      Geod. Az  |
 LG0907|                                                           dddmmss.s |
 LG0907| LG0922 BRADSHAW COOP                       APPROX.15.2 KM 2995241.8 |
 LG0907| LG0901 YORK RADIO STATION KAWL TOWER       APPROX. 4.7 KM 3552120.0 |
 LG0907|---------------------------------------------------------------------|
 LG0907
 LG0907                          SUPERSEDED SURVEY CONTROL
 LG0907
 LG0907  NAD 83(1986)-  40 48 50.42409(N)    097 35 23.79364(W) AD(       ) 2
 LG0907  NAD 27      -  40 48 50.38972(N)    097 35 22.60992(W) AD(       ) 2
 LG0907  NGVD 29 (07/19/86)  520.01   (m)         1706.1    (f) LEVELING    3  
 LG0907
 LG0907.Superseded values are not recommended for survey control.
 LG0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0907.See file dsdata.txt to determine how the superseded data were derived.
 LG0907
 LG0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1892319067(NAD 83)
 LG0907_MARKER: DD = SURVEY DISK
 LG0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0907_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0907+STABILITY: SURFACE MOTION
 LG0907
 LG0907  HISTORY     - Date     Condition        Report By
 LG0907  HISTORY     - 1961     MONUMENTED       NEDR
 LG0907
 LG0907                          STATION DESCRIPTION
 LG0907
 LG0907'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0907'THE STATION IS LOCATED 3.7 MILES SOUTH AND 0.4 MILES EAST OF THE
 LG0907'YORK COUNTY COURT HOUSE IN YORK.  THE STATION IS LOCATED ON TOP OF
 LG0907'AN OLD CONCRETE ELEVATOR WEST OF A SPUR RAILROAD FROM YORK TO
 LG0907'MC COOL JUNCTION IN THE NW 1/4 OF SECTION 30, T 10 N R 2W.
 LG0907'
 LG0907'TO REACH THE STATION FROM THE YORK COUNTY COURT HOUSE IN YORK GO
 LG0907'SOUTH 3.7 MILES ALONG U.S. HIGHWAY 81 TO AN INTERSECTION WITH A
 LG0907'COUNTY ROAD, TURN LEFT AND GO 0.4 MILES EAST TO THE STATION.
 LG0907'
 LG0907'THE STATION IS A STANDARD DEPARTMENT OF ROADS BRASS DISK STAMPED
 LG0907'OTTO - 1961 SET IN A 10 INCH SQUARE CONCRETE MONUMENT LOCATED
 LG0907'ON TOP OF THE ELEVATOR CALLED OTTO.  IT IS 125 FEET NORTH TO THE
 LG0907'CENTER OF THE COUNTY ROAD, AND 42.0 FEET EAST TO THE CENTER OF THE
 LG0907'RAILROAD TRACK.  THE STATION IS LOCATED NEAR THE CENTER OF THE
 LG0907'TOP OF THE ELEVATOR AND IS REACHED BY CLIMBING AN INSIDE LADDER
 LG0907'TO THE TOP.
 LG0907'
 LG0907'THERE ARE NO REFERENCE MARKS.
 LG0907'
 LG0907'THERE IS NO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0908 ***********************************************************************
 LG0908  DESIGNATION -  OTTO 81
 LG0908  PID         -  LG0908
 LG0908  STATE/COUNTY-  NE/YORK
 LG0908  USGS QUAD   -  YORK SOUTH (1969)
 LG0908
 LG0908                         *CURRENT SURVEY CONTROL
 LG0908  ___________________________________________________________________
 LG0908* NAD 83(1995)-  40 49 24.49162(N)    097 36 25.28673(W)     ADJUSTED  
 LG0908* NAVD 88     -       503.04   (+/-2cm)    1650.4    (feet)  VERTCON   
 LG0908  ___________________________________________________________________
 LG0908  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 LG0908  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 LG0908
 LG0908  HORZ ORDER  -  SECOND
 LG0908  VERT ORDER  -  THIRD ? (See Below)
 LG0908
 LG0908.The horizontal coordinates were established by classical geodetic methods
 LG0908.and adjusted by the National Geodetic Survey in August 1997..
 LG0908
 LG0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0908.The vertical order pertains to the NGVD 29 superseded value.
 LG0908
 LG0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0908
 LG0908.The geoid height was determined by GEOID03.
 LG0908
 LG0908;                    North         East     Units Scale Factor Converg.
 LG0908;SPC NE       -   112,725.210   701,789.204   MT  0.99972899   +1 35 08.9
 LG0908;UTM  14      - 4,520,094.412   617,465.120   MT  0.99976983   +0 54 38.6
 LG0908
 LG0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0908!SPC NE       -   0.99992523  x   0.99972899  =   0.99965424
 LG0908!UTM  14      -   0.99992523  x   0.99976983  =   0.99969508
 LG0908
 LG0908:                Primary Azimuth Mark                     Grid Az
 LG0908:SPC NE       -  YORK RADIO STATION KAWL TOWER            014 45 08.2
 LG0908:UTM  14      -  YORK RADIO STATION KAWL TOWER            015 25 38.5
 LG0908
 LG0908|---------------------------------------------------------------------|
 LG0908| PID    Reference Object                     Distance      Geod. Az  |
 LG0908|                                                           dddmmss.s |
 LG0908| LG0901 YORK RADIO STATION KAWL TOWER       APPROX. 3.8 KM 0162017.1 |
 LG0908| LG0768 GOEHNER TV STATION KOLN MAST        APPROX.36.0 KM 0933053.0 |
 LG0908| CN9417 OTTO 81 RM 2                                       19440     |
 LG0908| CN9416 OTTO 81 RM 1                                       34536     |
 LG0908|---------------------------------------------------------------------|
 LG0908
 LG0908                          SUPERSEDED SURVEY CONTROL
 LG0908
 LG0908  NAD 83(1986)-  40 49 24.49994(N)    097 36 25.28750(W) AD(       ) 2
 LG0908  NAD 27      -  40 49 24.46606(N)    097 36 24.10333(W) AD(       ) 2
 LG0908  NGVD 29 (07/19/86)  502.84   (m)         1649.7    (f) LEVELING    3  
 LG0908
 LG0908.Superseded values are not recommended for survey control.
 LG0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0908.See file dsdata.txt to determine how the superseded data were derived.
 LG0908
 LG0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1746520094(NAD 83)
 LG0908_MARKER: DD = SURVEY DISK
 LG0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0908
 LG0908  HISTORY     - Date     Condition        Report By
 LG0908  HISTORY     - 1961     MONUMENTED       NEDR
 LG0908
 LG0908                          STATION DESCRIPTION
 LG0908
 LG0908'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0908'THE STATION IS LOCATED 3.1 MILES SOUTH AND 0.5 MILES WEST OF
 LG0908'VILLAGE OF YORK IN SECTION 24 T 1O N R 3 W.
 LG0908'
 LG0908'TO REACH STATION FROM THE COUNTY COURT HOUSE IN YORK, PROCEED 2.7
 LG0908'MILES SOUTH ON STATE HIGHWAY 81, TURN RIGHT (WEST) ON COUNTY ROAD
 LG0908'AND GO 0.5 MILE, TURN LEFT (SOUTH) AND GO 2,000 FEET
 LG0908'FOLLOWING 1/2 SECTION LINE TO STATION.
 LG0908'
 LG0908'THE STATION MARK IS A STANDARD DEPARTMENT OF ROADS BRASS DISK SET
 LG0908'IN TOP OF A CONCRETE MONUMENT, STAMPED OTTO 81-1961 IS 6.0 FEET
 LG0908'EAST OF NORTH AND SOUTH 1/2 SECTION LINE FENCE.  STATION IS 1.0
 LG0908'FEET BELOW GROUND ELEVATION.
 LG0908'
 LG0908'REFERENCE 1 IS A STANDARD NEBRASKA DEPARTMENT OF ROADS BRASS
 LG0908'DISK SET IN THE TOP OF A CONCRETE MONUMENT, STAMPED OTTO 81-RM 1.
 LG0908'IT IS 22.3 FEET NORTHWEST OF STATION IN FENCE LINE, 0.3 FEET
 LG0908'ABOVE GROUND ELEVATION.
 LG0908'
 LG0908'REFERENCE 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK DISK
 LG0908'STAMPED OTTO 81-RM 2.  IT IS 22.8 FEET SOUTH WEST OF STATION, IN
 LG0908'FENCELINE 0.3 FEET ABOVE GROUND ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0448 ***********************************************************************
 NO0448  DESIGNATION -  OVERMAN ECC=BOUNDARY MON 56 ECC
 NO0448  PID         -  NO0448
 NO0448  STATE/COUNTY-  NE/CHERRY
 NO0448  USGS QUAD   -  CROOKSTON WEST (1985)
 NO0448
 NO0448                         *CURRENT SURVEY CONTROL
 NO0448  ___________________________________________________________________
 NO0448* NAD 83(1995)-  42 59 46.80021(N)    100 45 19.62749(W)     ADJUSTED  
 NO0448* NAVD 88     -       895.     (meters)    2936.     (feet)  SCALED    
 NO0448  ___________________________________________________________________
 NO0448  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 NO0448  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 NO0448
 NO0448  HORZ ORDER  -  FIRST
 NO0448
 NO0448.The horizontal coordinates were established by classical geodetic methods
 NO0448.and adjusted by the National Geodetic Survey in August 1997..
 NO0448
 NO0448.The orthometric height was scaled from a topographic map.
 NO0448
 NO0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0448
 NO0448.The geoid height was determined by GEOID03.
 NO0448
 NO0448;                    North         East     Units Scale Factor Converg.
 NO0448;SPC NE       -   351,483.045   438,396.931   MT  0.99999832   -0 30 02.3
 NO0448;SPC SD S     -    73,741.288   565,579.322   MT  0.99996539   -0 17 28.3
 NO0448;SPC SD S     -   241,932.88  1,855,571.49   sFT  0.99996539   -0 17 28.3
 NO0448;UTM  14      - 4,761,902.767   356,905.883   MT  0.99985190   -1 11 50.4
 NO0448
 NO0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0448!SPC NE       -   0.99986301  x   0.99999832  =   0.99986133
 NO0448!SPC SD S     -   0.99986301  x   0.99996539  =   0.99982840
 NO0448!UTM  14      -   0.99986301  x   0.99985190  =   0.99971493
 NO0448
 NO0448:                Primary Azimuth Mark                     Grid Az
 NO0448:SPC NE       -  LAKEVIEW CH CROSS NE PART                015 00 46.8
 NO0448:SPC SD S     -  LAKEVIEW CH CROSS NE PART                014 48 12.8
 NO0448:UTM  14      -  LAKEVIEW CH CROSS NE PART                015 42 34.9
 NO0448
 NO0448|---------------------------------------------------------------------|
 NO0448| PID    Reference Object                     Distance      Geod. Az  |
 NO0448|                                                           dddmmss.s |
 NO0448| OS0705 LAKEVIEW CH CROSS NE PART           APPROX. 8.7 KM 0143044.5 |
 NO0448| OS0706 LAKEVIEW CH SPIRE SW PART           APPROX. 8.5 KM 0151553.7 |
 NO0448| NO0510 OVERMAN ECC RM 1                    221.651 METERS 02253     |
 NO0448| CO3408 OVERMAN ECC AZ MK                                  0852832.4 |
 NO0448| NO0432 VALENTINE MUNICIPAL TANK            APPROX.20.4 KM 1255150.8 |
 NO0448| CO3409 OVERMAN ECC RM 2                    249.632 METERS 32503     |
 NO0448| OS0709 CHURCH SPIRE W OF LAKEVIEW          APPROX.10.5 KM 3455830.9 |
 NO0448|---------------------------------------------------------------------|
 NO0448
 NO0448                          SUPERSEDED SURVEY CONTROL
 NO0448
 NO0448  NAD 83(1986)-  42 59 46.79967(N)    100 45 19.63792(W) AD(       ) 1
 NO0448  NAD 27      -  42 59 46.77600(N)    100 45 18.12900(W) AD(       ) 1
 NO0448
 NO0448.Superseded values are not recommended for survey control.
 NO0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0448.See file dsdata.txt to determine how the superseded data were derived.
 NO0448
 NO0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5690661903(NAD 83)
 NO0448_MARKER: DS = TRIANGULATION STATION DISK
 NO0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0448
 NO0448  HISTORY     - Date     Condition        Report By
 NO0448  HISTORY     - 1933     MONUMENTED       CGS
 NO0448  HISTORY     - 1936     GOOD             CGS
 NO0448
 NO0448                          STATION DESCRIPTION
 NO0448
 NO0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0448'IN NORTHEAST QUARTER OF SEC. 20, T. 35 N., R. 29 W., ON LAND
 NO0448'OWNED AND OPERATED BY LEVI C. OVERMAN.
 NO0448'
 NO0448'REACHED FROM CROOKSTON BY ROSEBUD ROAD NORTH 4.75 MILES JUST
 NO0448'SOUTH OF STATE LINE.  STATION IS ON A SMALL HILL WEST ABOUT 1/2
 NO0448'MILE FROM THIS POINT.
 NO0448'
 NO0448'REFERENCE MARK NO. 1 IS ON STATE LINE AND ABOUT 800 FEET FROM
 NO0448'NORTHEAST CORNER OF SECTION 20.
 NO0448'
 NO0448'REFERENCE MARK NO. 2 IS ON STATE LINE AND ABOUT 0.3 MILE WEST
 NO0448'OF NORTHEAST CORNER OF SECTION 20.
 NO0448'
 NO0448'AZIMUTH MARK IS EAST OF STATION IN FENCE LINE ON EAST SIDE OF
 NO0448'NORTH-AND-SOUTH FENCE ON EAST SIDE OF ROAD WHICH DIVIDES
 NO0448'SECTIONS 20 AND 21.  ABOUT 700 FEET SOUTH OF NORTHWEST CORNER
 NO0448'SECTION 21.  BOUNDARY MONUMENT 56 IS NOT VISIBLE FROM STATION.
 NO0448'A THIRD-ORDER TRAVERSE CONNECTION WAS MADE AS FOLLOWS--DISTANCE
 NO0448'FROM STATION TO REFERENCE MARK NO. 1 MEASURED WITH A HORIZONTAL
 NO0448'TAPE AND PLUMB-BOB.  DISTANCE FROM REFERENCE MARK NO. 1 TO
 NO0448'BOUNDARY MONUMENT 56 MEASURED WITH HORIZONTAL TAPE AND
 NO0448'PLUMB-BOB.  ANGLE AT REFERENCE MARK NO. 1, FROM STATION TO
 NO0448'BOUNDARY MONUMENT 56 MEASURED WITH THREE SETS DIRECT AND
 NO0448'REVERSE OBSERVATIONS.
 NO0448'
 NO0448'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0448'BRONZE DISKS SET AS DESCRIBED.
 NO0448'
 NO0448'HEIGHT OF LIGHT ABOVE STATION MARK - 0.3 METER.
 NO0448
 NO0448                          STATION RECOVERY (1936)
 NO0448
 NO0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0448'STATION RECOVERED AS DESCRIBED, EXCEPT THAT STATION IS MARKED
 NO0448'OVERMAN ECC.  THIS STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 NO0448'A DETAILED DESCRIPTION OF ORIGINAL OCCUPATION IS AS FOLLOWS--
 NO0448'
 NO0448'THE STATION IS IN THE NORTHEAST QUARTER, SEC. 20, T. 35 N., R.
 NO0448'29 W., ON LAND OWNED AND OPERATED BY LEVI O. OVERMAN.
 NO0448'
 NO0448'REACHED FROM CROOKSTON BY ROSEBUD ROAD NORTH 4.75 MILES JUST
 NO0448'SOUTH OF STATE LINE.  STATION IS ON A SMALL HILL WEST ABOUT 1/2
 NO0448'MILE FROM THIS POINT.
 NO0448'
 NO0448'REFERENCE MARK NO. 1 IS ON THE STATE LINE AND ABOUT 800 FEET
 NO0448'FROM NORTHEAST CORNER OF SECTION 20.
 NO0448'
 NO0448'REFERENCE MARK NO. 2 IS ON STATE LINE AND ABOUT 0.3 MILE WEST OF
 NO0448'NORTHEAST CORNER OF SECTION 20.
 NO0448'
 NO0448'AZIMUTH MARK IS EAST OF STATION IN FENCE LINE WHICH DIVIDES
 NO0448'SECTIONS 20 AND 21.  ABOUT 700 FEET SOUTH OF NORTHWEST CORNER
 NO0448'SECTION 21.  BOUNDARY MONUMENT 56 IS NOT VISIBLE FROM STATION.
 NO0448'A THIRD-ORDER TRAVERSE CONNECTION WAS MADE AS FOLLOWS--DISTANCE
 NO0448'FROM STATION TO REFERENCE MARK NO. 1 WAS MADE WITH HORIZONTAL
 NO0448'TAPE AND PLUMB-BOB.  DISTANCE FROM REFERENCE MARK NO. 1 TO
 NO0448'BOUNDARY MONUMENT 56 MEASURED WITH HORIZONTAL TAPE AND
 NO0448'PLUMB-BOB.  ANGLE TO REFERENCE MARK NO. 1 FROM STATION TO
 NO0448'BOUNDARY MONUMENT 56 MEASURED WITH THREE SETS DIRECT AND REVERSE
 NO0448'OBSERVATIONS.
 NO0448'
 NO0448'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 NO0448'TABLETS SET IN CONCRETE AND DESCRIBED.
 NO0448'
 NO0448'HEIGHT OF LIGHT ABOVE STATION MARK - 0.3 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1051 ***********************************************************************
 LH1051  DESIGNATION -  OVERTON
 LH1051  PID         -  LH1051
 LH1051  STATE/COUNTY-  NE/DAWSON
 LH1051  USGS QUAD   -  OVERTON (1962)
 LH1051
 LH1051                         *CURRENT SURVEY CONTROL
 LH1051  ___________________________________________________________________
 LH1051* NAD 83(1995)-  40 44 35.96855(N)    099 34 44.21872(W)     ADJUSTED  
 LH1051* NAVD 88     -       710.56   (+/-2cm)    2331.2    (feet)  VERTCON   
 LH1051  ___________________________________________________________________
 LH1051  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 LH1051  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 LH1051
 LH1051  HORZ ORDER  -  THIRD
 LH1051  VERT ORDER  -  THIRD ? (See Below)
 LH1051
 LH1051.The horizontal coordinates were established by classical geodetic methods
 LH1051.and adjusted by the National Geodetic Survey in August 1997..
 LH1051
 LH1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1051.The vertical order pertains to the NGVD 29 superseded value.
 LH1051
 LH1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1051
 LH1051.The geoid height was determined by GEOID03.
 LH1051
 LH1051;                    North         East     Units Scale Factor Converg.
 LH1051;SPC NE       -   101,121.292   535,553.062   MT  0.99974646   +0 16 44.5
 LH1051;UTM  14      - 4,510,425.474   451,120.927   MT  0.99962941   -0 22 40.3
 LH1051
 LH1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1051!SPC NE       -   0.99989233  x   0.99974646  =   0.99963882
 LH1051!UTM  14      -   0.99989233  x   0.99962941  =   0.99952178
 LH1051
 LH1051|---------------------------------------------------------------------|
 LH1051| PID    Reference Object                     Distance      Geod. Az  |
 LH1051|                                                           dddmmss.s |
 LH1051| LH1430 OVERTON RM 1                          8.757 METERS 17930     |
 LH1051| LH1482 OVERTON AZ MK                                      2841842.4 |
 LH1051| LH1042 RADIO STATION KRVN WEST MAST        APPROX. 3.2 KM 2851602.6 |
 LH1051| LH1483 OVERTON RM 2                          9.269 METERS 28758     |
 LH1051|---------------------------------------------------------------------|
 LH1051
 LH1051                          SUPERSEDED SURVEY CONTROL
 LH1051
 LH1051  NAD 83(1986)-  40 44 35.97504(N)    099 34 44.22191(W) AD(       ) 3
 LH1051  NAD 27      -  40 44 35.93940(N)    099 34 42.83110(W) AD(       ) 3
 LH1051  NGVD 29 (07/19/86)  710.29   (m)         2330.3    (f) LEVELING    3  
 LH1051
 LH1051.Superseded values are not recommended for survey control.
 LH1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1051.See file dsdata.txt to determine how the superseded data were derived.
 LH1051
 LH1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5112110425(NAD 83)
 LH1051_MARKER: DS = TRIANGULATION STATION DISK
 LH1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1051
 LH1051  HISTORY     - Date     Condition        Report By
 LH1051  HISTORY     - 1951     MONUMENTED       CGS
 LH1051  HISTORY     - 1959     GOOD             CGS
 LH1051  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH1051
 LH1051                          STATION DESCRIPTION
 LH1051
 LH1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1051'THE STATION IS LOCATED ABOUT 11 MILES EAST-SOUTHEAST OF
 LH1051'LEXINGTON AND 2.25 MILES WEST-NORTHWEST OF OVERTON.  IT
 LH1051'IS ON THE UNION PACIFIC RAILROAD RIGHT-OF-WAY, IN THE SOUTHWEST
 LH1051'ANGLE OF A CROSSROAD INTERSECTION, 87 FEET SOUTH OF THE
 LH1051'CENTER OF U.S. HIGHWAY 30, 50 FEET WEST OF THE CENTER OF
 LH1051'A DIRT ROAD, 43.4 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 LH1051'TRACK AND 6.5 FEET SOUTHWEST OF THE RAILROAD RIGHT-OF-WAY
 LH1051'FENCE CORNER.  IT IS STAMPED OVERTON 1951 AND IS SET FLUSH.
 LH1051'
 LH1051'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF THE NORTH RAIL
 LH1051'OF THE RAILROAD TRACK AND 1 FOOT WEST OF THE RAILROAD RIGHT-OF-WAY
 LH1051'FENCE LINE.  IT IS STAMPED OVERTON NO 1 1951 AND PROJECTS
 LH1051'3 INCHES.
 LH1051'
 LH1051'REFERENCE MARK NO. 2 IS 40 FEET NORTH OF THE NORTH RAIL
 LH1051'OF THE RAILROAD TRACK, 28 FEET SOUTHEAST OF A POWER LINE
 LH1051'POLE AND 1 FOOT SOUTH OF THE RAILROAD RIGHT-OF-WAY FENCE
 LH1051'LINE.  IT IS STAMPED OVERTON NO 2 1951 AND PROJECTS 4 INCHES.
 LH1051'
 LH1051'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 LH1051'MARK NO. 2 IS 48.0 FEET.
 LH1051'
 LH1051'THE AZIMUTH MARK IS LOCATED 63 FEET NORTH OF THE CENTER
 LH1051'OF U.S. HIGHWAY 30.  IT IS STAMPED OVERTON 1951 AND PROJECTS
 LH1051'8 INCHES.
 LH1051'
 LH1051'TO REACH THE STATION FROM THE POST OFFICE IN OVERTON, GO
 LH1051'WEST-NORTHWEST ON U.S. HIGHWAY 30 FOR 2.25 MILES TO A
 LH1051'CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE AS DESCRIBED.
 LH1051'
 LH1051'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD JUST NORTH
 LH1051'OF THE STATION, GO WEST-NORTHWEST ON U.S. HIGHWAY 30 FOR
 LH1051'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LH1051
 LH1051                          STATION RECOVERY (1959)
 LH1051
 LH1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1051'STATION RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LH1051'FOUND INTACT, DIRECTIONS FOR REACHING STATION ARE ADEQUATE
 LH1051'AS PREVIOUSLY DESCRIBED.
 LH1051'
 LH1051'DISTANCES REMEASURED TO THE ORIGINAL REFERENCE MARKS CHECKED
 LH1051'THE ORIGINAL DISTANCES.  A DIFFERENCE OF 2 MINUTES WAS FOUND
 LH1051'TO THE DIRECTION TO R.M. NO. 1.
 LH1051
 LH1051                          STATION RECOVERY (1991)
 LH1051
 LH1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1051'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1054 ***********************************************************************
 LH1054  DESIGNATION -  OVERTON MUNICIPAL TANK
 LH1054  PID         -  LH1054
 LH1054  STATE/COUNTY-  NE/DAWSON
 LH1054  USGS QUAD   -  OVERTON (1962)
 LH1054
 LH1054                         *CURRENT SURVEY CONTROL
 LH1054  ___________________________________________________________________
 LH1054* NAD 83(1995)-  40 44 32.32787(N)    099 32 14.74819(W)     ADJUSTED  
 LH1054* NAVD 88     -                                                        
 LH1054  ___________________________________________________________________
 LH1054  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 LH1054  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 LH1054
 LH1054  HORZ ORDER  -  THIRD
 LH1054
 LH1054.The horizontal coordinates were established by classical geodetic methods
 LH1054.and adjusted by the National Geodetic Survey in August 1997..
 LH1054
 LH1054
 LH1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1054
 LH1054.The geoid height was determined by GEOID03.
 LH1054
 LH1054;                    North         East     Units Scale Factor Converg.
 LH1054;SPC NE       -   101,026.933   539,059.503   MT  0.99974669   +0 18 23.6
 LH1054;UTM  14      - 4,510,290.925   454,625.637   MT  0.99962534   -0 21 02.8
 LH1054
 LH1054                          SUPERSEDED SURVEY CONTROL
 LH1054
 LH1054  NAD 83(1986)-  40 44 32.33369(N)    099 32 14.75102(W) AD(       ) 4
 LH1054  NAD 27      -  40 44 32.30000(N)    099 32 13.37000(W) AD(       ) 3
 LH1054
 LH1054.Superseded values are not recommended for survey control.
 LH1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1054.See file dsdata.txt to determine how the superseded data were derived.
 LH1054
 LH1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML5462610291(NAD 83)
 LH1054_MARKER: 53 = ELEVATED TANK
 LH1054
 LH1054  HISTORY     - Date     Condition        Report By
 LH1054  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1054  HISTORY     - 1959     GOOD             CGS
 LH1054
 LH1054                          STATION DESCRIPTION
 LH1054
 LH1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1054'THE STATION IS LOCATED IN THE NORTH PART OF OVERTON, 70 FEET NORTH
 LH1054'OF THE CENTER OF AN EAST-WEST STREET AND 60 FEET EAST OF THE
 LH1054'CENTER OF A NORTH-SOUTH STREET.
 LH1054'
 LH1054'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 LH1054'OVERALL HEIGHT IS 100 FEET.
 LH1054'
 LH1054'THE POINT OBSERVED UPON WAS A BALL AT THE APEX OF THE TANK.
 LH1054
 LH1054                          STATION RECOVERY (1959)
 LH1054
 LH1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1054'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THIS
 LH1054'IS THE SAME TANK THAT WAS OBSERVED IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1430 ***********************************************************************
 LH1430  DESIGNATION -  OVERTON RM 1
 LH1430  PID         -  LH1430
 LH1430  STATE/COUNTY-  NE/DAWSON
 LH1430  USGS QUAD   -  OVERTON (1962)
 LH1430
 LH1430                         *CURRENT SURVEY CONTROL
 LH1430  ___________________________________________________________________
 LH1430* NAD 83(1986)-  40 44 35.     (N)    099 34 43.     (W)     SCALED    
 LH1430* NAVD 88     -       710.585  (meters)    2331.31   (feet)  ADJUSTED  
 LH1430  ___________________________________________________________________
 LH1430  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 LH1430  DYNAMIC HT  -         710.164 (meters)    2329.93  (feet)  COMP
 LH1430  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 LH1430
 LH1430  VERT ORDER  -  FIRST     CLASS II
 LH1430
 LH1430.The horizontal coordinates were scaled from a topographic map and have
 LH1430.an estimated accuracy of +/- 6 seconds.
 LH1430
 LH1430.The orthometric height was determined by differential leveling
 LH1430.and adjusted by the National Geodetic Survey in May 1993..
 LH1430
 LH1430.The geoid height was determined by GEOID03.
 LH1430
 LH1430.The dynamic height is computed by dividing the NAVD 88
 LH1430.geopotential number by the normal gravity value computed on the
 LH1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1430.degrees latitude (g = 980.6199 gals.).
 LH1430
 LH1430.The modeled gravity was interpolated from observed gravity values.
 LH1430
 LH1430;                    North         East    Units  Estimated Accuracy
 LH1430;SPC NE       -   101,090.      535,580.      MT  (+/- 180 meters Scaled)
 LH1430
 LH1430                          SUPERSEDED SURVEY CONTROL
 LH1430
 LH1430  NGVD 29 (02/14/92)  710.318  (m)         2330.43   (f) ADJUSTED    1 2
 LH1430
 LH1430.Superseded values are not recommended for survey control.
 LH1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1430.See file dsdata.txt to determine how the superseded data were derived.
 LH1430
 LH1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML511103(NAD 83)
 LH1430_MARKER: DR = REFERENCE MARK DISK
 LH1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1430_SP_SET: CONCRETE POST
 LH1430_STAMPING: OVERTON NO 1 1951
 LH1430_MARK LOGO: CGS   
 LH1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1430+STABILITY: SURFACE MOTION
 LH1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1430+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1991
 LH1430
 LH1430  HISTORY     - Date     Condition        Report By
 LH1430  HISTORY     - 1951     MONUMENTED       CGS
 LH1430  HISTORY     - 19910920 GOOD             NGS
 LH1430
 LH1430                          STATION DESCRIPTION
 LH1430
 LH1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1430'14.0 KM (8.70 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1430'OF U.S. HIGHWAY 283 IN LEXINGTON, 35.5 M (116.5 FT) SOUTH OF AND
 LH1430'LEVEL WITH THE HIGHWAY CENTERLINE, 15.7 M (51.5 FT) WEST OF THE
 LH1430'CENTER OF A PAVED ROAD, 9.0 M (29.5 FT) SOUTHWEST OF A UTILITY POLE,
 LH1430'4.4 M (14.4 FT) NORTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD,
 LH1430'1.4 M (4.6 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 LH1430'0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0766 ***********************************************************************
 NN0766  DESIGNATION -  OVITT
 NN0766  PID         -  NN0766
 NN0766  STATE/COUNTY-  NE/LOUP
 NN0766  USGS QUAD   -  SHOVEL DOT RANCH (1981)
 NN0766
 NN0766                         *CURRENT SURVEY CONTROL
 NN0766  ___________________________________________________________________
 NN0766* NAD 83(1995)-  42 03 28.20813(N)    099 35 18.41809(W)     ADJUSTED  
 NN0766* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 NN0766  ___________________________________________________________________
 NN0766  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 NN0766  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 NN0766
 NN0766  HORZ ORDER  -  FIRST
 NN0766
 NN0766.The horizontal coordinates were established by classical geodetic methods
 NN0766.and adjusted by the National Geodetic Survey in August 1997..
 NN0766
 NN0766.The orthometric height was scaled from a topographic map.
 NN0766
 NN0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0766
 NN0766.The geoid height was determined by GEOID03.
 NN0766
 NN0766;                    North         East     Units Scale Factor Converg.
 NN0766;SPC NE       -   247,061.142   534,056.202   MT  0.99970494   +0 16 21.8
 NN0766;UTM  14      - 4,656,365.171   451,310.080   MT  0.99962917   -0 23 39.1
 NN0766
 NN0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0766!SPC NE       -   0.99988402  x   0.99970494  =   0.99958900
 NN0766!UTM  14      -   0.99988402  x   0.99962917  =   0.99951324
 NN0766
 NN0766:                Primary Azimuth Mark                     Grid Az
 NN0766:SPC NE       -  OVITT AZ MK                              107 08 16.7
 NN0766:UTM  14      -  OVITT AZ MK                              107 48 17.6
 NN0766
 NN0766|---------------------------------------------------------------------|
 NN0766| PID    Reference Object                     Distance      Geod. Az  |
 NN0766|                                                           dddmmss.s |
 NN0766| CO3410 OVITT AZ MK                                        1072438.5 |
 NN0766| CO3411 OVITT RM 1                           32.934 METERS 11914     |
 NN0766| NN0765 T24N R20W SECS 11 12 13 14          119.939 METERS 30044     |
 NN0766| CO3412 OVITT RM 2                           19.753 METERS 31957     |
 NN0766|---------------------------------------------------------------------|
 NN0766
 NN0766                          SUPERSEDED SURVEY CONTROL
 NN0766
 NN0766  NAD 83(1986)-  42 03 28.21338(N)    099 35 18.43048(W) AD(       ) 1
 NN0766  NAD 27      -  42 03 28.20600(N)    099 35 17.00800(W) AD(       ) 1
 NN0766
 NN0766.Superseded values are not recommended for survey control.
 NN0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0766.See file dsdata.txt to determine how the superseded data were derived.
 NN0766
 NN0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM5131056365(NAD 83)
 NN0766_MARKER: DS = TRIANGULATION STATION DISK
 NN0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NN0766
 NN0766  HISTORY     - Date     Condition        Report By
 NN0766  HISTORY     - 1934     MONUMENTED       CGS
 NN0766  HISTORY     - 1949     GOOD             CGS
 NN0766
 NN0766                          STATION DESCRIPTION
 NN0766
 NN0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0766'STATION IS LOCATED IN THE NORTHWEST QUARTER SEC. 13, T. 24 N.,
 NN0766'R. 20 W., 4 MILES WEST AND 1 MILE NORTH OF OVITT POST OFFICE
 NN0766'ON A HIGH SAND HILL WHICH IS THE MOST NORTHERN AND WESTERLY
 NN0766'OF THREE OR FOUR SUCH HILLS, ABOUT THE SAME ELEVATION.
 NN0766'
 NN0766'TO REACH STATION FROM THE CITY PARK IN TAYLOR, GO NORTH ON U.S.
 NN0766'HIGHWAY 83 FOR 23.3 MILES WHICH IS ABOUT 100 FEET NORTH OF
 NN0766'U.S.C. AND G.S. B.M. Z-17 TO T ROAD LEFT (WEST), PASS THROUGH
 NN0766'AUTO GATE AND CONTINUE WESTWARDLY FOR 3.1 MILES ON MAIN PRAIRIE
 NN0766'ROAD WITH CONCRETE SCHOOLHOUSE ON LEFT, OVITT SCHOOL, NO. 18.
 NN0766'TURN LEFT (SOUTH) ON DIM ROAD FOR 0.25 MILE AND PASS OVER WOODEN
 NN0766'BRIDGE OVER CALAMUS RIVER, CONTINUE SOUTH FOR 0.1 MILE TO A
 NN0766'FENCE CORNER, TURN WEST THROUGH GATE AND GO WEST ON NORTH SIDE
 NN0766'OF FENCE AND GO 1.6 MILES ON MAIN TRAIL, PASS THROUGH
 NN0766'SECOND GATE AND GO WEST ALONG MAIN TRAIL ON THE SOUTH
 NN0766'SIDE OF THE FENCE FOR 1.0 MILE.  CONTINUE, FOLLOWING MAIN
 NN0766'TRAIL FOR 0.7 MILE TO STONE FOUNDATION TO HOUSE AND GROVE OF
 NN0766'TREES ON LEFT, FOLLOW MAIN TRAIL WESTWARDLY FOR 1.0 MILE TO
 NN0766'THE SOUTH SIDE OF PROMINENT SAND HILL.  MARK IS ON THE HIGHEST
 NN0766'POINT OF SAID SAND HILL, 15 FEET SOUTH OF NORTH BREAK, AND
 NN0766'PROJECTS ABOUT 8 INCHES.
 NN0766'
 NN0766'REFERENCE MARK NO. 1 IS IN DIP ON EAST-WEST RIDGE, ABOUT 15
 NN0766'FEET BELOW HIGHEST POINT ON THE NORTH BREAK OF SLOPE.
 NN0766'
 NN0766'REFERENCE MARK NO. 2 IS ON EAST-WEST RIDGE, ABOUT 3 FEET SOUTH OF
 NN0766'NORTH BREAK OF SLOPE, JUST WEST OF HIGHEST POINT OF HILL.
 NN0766'
 NN0766'TO REACH AZIMUTH MARK FROM ABOVE DESCRIBED FOUNDATION OF STONE
 NN0766'HOUSE, GO 0.5 MILE WEST ON DIM TRAIL TO SMALL PLAIN (0.8
 NN0766'MILE EAST-WEST, 0.2 MILE NORTH-SOUTH) SURROUNDED BY HILLS.
 NN0766'MARK IS 1/4 MILE WEST OF EAST END OF PLAIN, 250 FEET SOUTH OF
 NN0766'NORTH END, 16 FEET SOUTHWEST OF CENTERLINE OF SAID TRAIL, AND
 NN0766'PROJECTS 8 INCHES.
 NN0766'
 NN0766'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NN0766
 NN0766                          STATION RECOVERY (1949)
 NN0766
 NN0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0766'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 NN0766'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NN0766'THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND TO BE IN ERROR.
 NN0766'
 NN0766'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NN0766'
 NN0766'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHWEST OF THE ROSE
 NN0766'POST OFFICE AND 5.0 MILES WEST OF THE OVITT SCHOOL, ON THE SUMMIT
 NN0766'OF HIGHEST SAND HILL IN THE VICINITY.  IT IS ON THE EAST EDGE
 NN0766'OF HIGHEST POINT OF HILL, 250 FEET SOUTH OF EAST-WEST FENCE
 NN0766'LINE, AND 6 FEET EAST OF NORTHEAST EDGE OF LARGE SAND BLOWOUT.
 NN0766'IT IS STAMPED OVITT 1934 AND PROJECTS 5 INCHES.
 NN0766'
 NN0766'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, ABOUT
 NN0766'25 FEET BELOW THE STATION IN A DIP IN EAST-WEST RIDGE.  IT
 NN0766'IS STAMPED OVITT NO 1 1934 AND PROJECTS 15 INCHES.
 NN0766'
 NN0766'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 3 FEET
 NN0766'NORTH OF THE NORTH EDGE OF SAND BLOWOUT AND HIGHEST POINT OF
 NN0766'HILL.  IT IS STAMPED OVITT NO 2 1934 AND PROJECTS 6 INCHES.
 NN0766'
 NN0766'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, ABOUT IN THE
 NN0766'CENTER OF SMALL PLAIN SURROUNDED BY HILLS, AND ABOUT 0.5 MILE
 NN0766'SOUTH OF EAST-WEST FENCE LINE THAT PASSES THE STATION.  IT
 NN0766'IS STAMPED OVITT 1934 AND PROJECTS 5 INCHES.
 NN0766'
 NN0766'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-SOUTHEAST
 NN0766'TO SMALL PLAIN SURROUND BY HILLS AND AZIMUTH MARK IN THE CENTER
 NN0766'OF PLAIN AS DESCRIBED.
 NN0766'
 NN0766'TO REACH THE STATION FROM THE POST OFFICE IN TAYLOR, GO NORTH ON
 NN0766'U.S. HIGHWAY 183 FOR 22.0 MILES TO T-ROAD LEFT OPPOSITE WHITE
 NN0766'HOUSE ON THE RIGHT, TURN LEFT AND GO WEST ON TRACK ROAD FOR
 NN0766'0.15 MILE TO CATTLE GUARD, CROSS GUARD AND CONTINUE WEST FOR
 NN0766'0.15 MILE TO WOODEN BRIDGE, CROSS BRIDGE AND CONTINUE WEST ON
 NN0766'TRACK ROAD FOR 0.1 MILE TO FORK, TAKE RIGHT FORK FOR 0.2 MILE TO
 NN0766'CATTLE GUARD, CROSS GUARD AND GO NORTHWEST ON TRACK ROAD FOR
 NN0766'1.35 MILES TO CATTLE GUARD, CONTINUE NORTHWEST ON DIM TRACK
 NN0766'ROAD FOR 0.7 MILE TO SMALL HOUSE AND GAS PUMP ON THE LEFT,
 NN0766'CONTINUE NORTH-NORTHWEST ON TRACK ROAD FOR 1.6 MILES TO WIRE
 NN0766'GATE ON THE LEFT AND CATTLE GUARD AND MAIL BOX ON THE RIGHT, TURN
 NN0766'LEFT THROUGH WIRE GATE AND GO WEST ON DIM TRACK ROAD FOR 1.0 MILE
 NN0766'TO FORKS, TAKE RIGHT FORK AND FOLLOW DIM TRACK ROAD FOR 0.65
 NN0766'MILE TO WIRE GATE IN FENCE CORNER WHERE TELEPHONE LINE
 NN0766'TURNS NORTH, GO THROUGH GATE, TAKE LEFT FORK AND FOLLOW TRACK
 NN0766'ROAD NORTHWEST AND WEST FOR 0.7 MILE TO WIRE GATE, GO THROUGH
 NN0766'GATE AND FOLLOW TRACK ROAD SOUTHWEST AND WEST FOR 0.35
 NN0766'MILE, TURN LEFT OFF TRACK ROAD, PASS OVER SMALL SAND HILL,
 NN0766'AND CONTINUE WEST-SOUTHWEST UP VALLEY FOR 0.75 MILE TO
 NN0766'EAST-WEST FENCE LINE AT BASE OF HIGHEST SAND HILL AND
 NN0766'STATION ON HILL SOUTH OF FENCE LINE AS DESCRIBED.
 NN0766'
 NN0766'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NN0766'
 NN0766'A 4 FOOT SIGNAL AT STATION CALAMUS 1934 IS VISIBLE AT 4 FEET.
 NN0766'
 NN0766'A 74 FOOT SIGNAL AT STATION DUFF 1934 IS VISIBLE AT 4 FEET.
 NN0766'
 NN0766'A 4 FOOT SIGNAL AT STATION ROSE IS VISIBLE AT 4 FEET.
 NN0766'
 NN0766'A 4 FOOT SIGNAL AT STATION ROSE HILL IS VISIBLE AT 4 FEET.
 NN0766'
 NN0766'A 4 FOOT SIGNAL AT STATION LINE IS VISIBLE AT 4 FEET.
 NN0766'
 NN0766'A 4 FOOT SIGNAL AT STATION LOUP IS VISIBLE AT 4 FEET.
 NN0766'
 NN0766'A 74 FOOT SIGNAL AT STATION HUNT 2 IS VISIBLE AT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0663 ***********************************************************************
 NP0663  DESIGNATION -  OWL
 NP0663  PID         -  NP0663
 NP0663  STATE/COUNTY-  NE/SHERIDAN
 NP0663  USGS QUAD   -  HAY SPRINGS NE (1966)
 NP0663
 NP0663                         *CURRENT SURVEY CONTROL
 NP0663  ___________________________________________________________________
 NP0663* NAD 83(1995)-  42 42 04.99048(N)    102 35 33.69228(W)     ADJUSTED  
 NP0663* NAVD 88     -      1162.9    (meters)    3815.     (feet)  VERTCON   
 NP0663  ___________________________________________________________________
 NP0663  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 NP0663  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 NP0663
 NP0663  HORZ ORDER  -  SECOND
 NP0663
 NP0663.The horizontal coordinates were established by classical geodetic methods
 NP0663.and adjusted by the National Geodetic Survey in August 1997..
 NP0663
 NP0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0663
 NP0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0663
 NP0663.The geoid height was determined by GEOID03.
 NP0663
 NP0663;                    North         East     Units Scale Factor Converg.
 NP0663;SPC NE       -   321,634.946   287,626.477   MT  0.99987680   -1 43 05.4
 NP0663;UTM  13      - 4,730,465.025   697,167.944   MT  1.00007830   +1 37 59.2
 NP0663
 NP0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0663!SPC NE       -   0.99982048  x   0.99987680  =   0.99969730
 NP0663!UTM  13      -   0.99982048  x   1.00007830  =   0.99989877
 NP0663
 NP0663|---------------------------------------------------------------------|
 NP0663| PID    Reference Object                     Distance      Geod. Az  |
 NP0663|                                                           dddmmss.s |
 NP0663| CQ4546 OWL RM 2                             14.636 METERS 07138     |
 NP0663| NP0669 HAY SPRINGS TV STA KDUH TOWER       APPROX.10.2 KM 2370608.5 |
 NP0663| CQ4545 OWL RM 1                             17.654 METERS 25038     |
 NP0663|---------------------------------------------------------------------|
 NP0663
 NP0663                          SUPERSEDED SURVEY CONTROL
 NP0663
 NP0663  NAD 83(1995)-  42 42 04.98782(N)    102 35 33.69400(W) AD(       ) 2
 NP0663  NAD 83(1986)-  42 42 04.98219(N)    102 35 33.68932(W) AD(       ) 2
 NP0663  NAD 27      -  42 42 05.05806(N)    102 35 32.05265(W) AD(       ) 2
 NP0663  NGVD 29 (07/19/86) 1162.4    (m)         3814.     (f) VERT ANG       
 NP0663
 NP0663.Superseded values are not recommended for survey control.
 NP0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0663.See file dsdata.txt to determine how the superseded data were derived.
 NP0663
 NP0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH9716830465(NAD 83)
 NP0663_MARKER: DD = SURVEY DISK
 NP0663_SETTING: 0 = UNSPECIFIED SETTING
 NP0663
 NP0663  HISTORY     - Date     Condition        Report By
 NP0663  HISTORY     - 1968     MONUMENTED       USGS
 NP0663
 NP0663                          STATION DESCRIPTION
 NP0663
 NP0663'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0663'THE STATION IS ABOUT 6.9 MI WSW. OF RUSHVILLE, NEBRASKA, NEAR
 NP0663'THE QUARTER COR. BETWEEN SECS. 3 AND 34, TPS. 31 AND 32 N.,
 NP0663'R. 45 W.
 NP0663'
 NP0663'TO REACH THE STATION FROM THE CENTER OF RUSHVILLE, GO WSW.
 NP0663'ON U.S. HWY. 20 FOR 6.9 MI TO KNOLL ON LEFT (S.) AND STATION.
 NP0663'
 NP0663'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0663'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG
 NP0663'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET OWL 1968
 NP0663'STATION IS 88 FT S. OF CENTER OF U.S. HWY. 20.  3 FT N. OF
 NP0663'USGS WITNESS POST, THE STATION IS FLUSH WITH THE GROUND.
 NP0663'
 NP0663'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2
 NP0663'IN. COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN.
 NP0663'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED
 NP0663'OWL NO 1 1968.  MARK IS 92 FT S. OF CENTER OF U.S. HWY. 20
 NP0663'AND IS FLUSH WITH THE GROUND.
 NP0663'
 NP0663'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0663'COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN.
 NP0663'LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED
 NP0663'OWL NO 2 1968, MARK IS 83 FT S. OF CENTER OF U.S. HWY. 20
 NP0663'AND IS FLUSH WITH THE GROUND.
 NP0663'
 NP0663'AZIMUTH MARK, KDUH TV TOWER NEAR THE CENTER OF THE SE. QUARTER
 NP0663'OF THE NE. QUARTER OF SEC. 22, T. 31 N., R. 46 W.
 NP0663'
 NP0663'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1016 ***********************************************************************
 LH1016  DESIGNATION -  OXFORD
 LH1016  PID         -  LH1016
 LH1016  STATE/COUNTY-  NE/FURNAS
 LH1016  USGS QUAD   -  OXFORD (1958)
 LH1016
 LH1016                         *CURRENT SURVEY CONTROL
 LH1016  ___________________________________________________________________
 LH1016* NAD 83(1995)-  40 18 26.18504(N)    099 40 39.22706(W)     ADJUSTED  
 LH1016* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 LH1016  ___________________________________________________________________
 LH1016  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 LH1016  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 LH1016
 LH1016  HORZ ORDER  -  THIRD
 LH1016
 LH1016.The horizontal coordinates were established by classical geodetic methods
 LH1016.and adjusted by the National Geodetic Survey in August 1997..
 LH1016
 LH1016.The orthometric height was scaled from a topographic map.
 LH1016
 LH1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1016
 LH1016.The geoid height was determined by GEOID03.
 LH1016
 LH1016;                    North         East     Units Scale Factor Converg.
 LH1016;SPC NE       -    52,674.046   527,406.835   MT  0.99987520   +0 12 49.2
 LH1016;UTM  14      - 4,462,082.726   442,423.274   MT  0.99964081   -0 26 17.9
 LH1016
 LH1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1016!SPC NE       -   0.99989624  x   0.99987520  =   0.99977145
 LH1016!UTM  14      -   0.99989624  x   0.99964081  =   0.99953709
 LH1016
 LH1016|---------------------------------------------------------------------|
 LH1016| PID    Reference Object                     Distance      Geod. Az  |
 LH1016|                                                           dddmmss.s |
 LH1016| LH1545 OXFORD 2                             15.611 METERS 00640     |
 LH1016| LH1611 OXFORD AZ MK                                       0913251.5 |
 LH1016| LH1015 OXFORD MUNICIPAL TANK               APPROX. 7.1 KM 1474748.7 |
 LH1016| LH1612 OXFORD RM 1                          35.415 METERS 17734     |
 LH1016| LH1035 EDISON MUNICIPAL TANK               APPROX. 9.0 KM 2465304.9 |
 LH1016| LH1613 OXFORD RM 2                           8.471 METERS 27148     |
 LH1016|---------------------------------------------------------------------|
 LH1016
 LH1016                          SUPERSEDED SURVEY CONTROL
 LH1016
 LH1016  NAD 83(1986)-  40 18 26.19126(N)    099 40 39.22900(W) AD(       ) 3
 LH1016  NAD 27      -  40 18 26.16100(N)    099 40 37.81400(W) AD(       ) 3
 LH1016
 LH1016.Superseded values are not recommended for survey control.
 LH1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1016.See file dsdata.txt to determine how the superseded data were derived.
 LH1016
 LH1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4242362083(NAD 83)
 LH1016_MARKER: DS = TRIANGULATION STATION DISK
 LH1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1016_SP_SET: CONCRETE POST
 LH1016_STAMPING: OXFORD 1951
 LH1016_MARK LOGO: CGS   
 LH1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1016+STABILITY: SURFACE MOTION
 LH1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1016+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1985
 LH1016
 LH1016  HISTORY     - Date     Condition        Report By
 LH1016  HISTORY     - 1951     MONUMENTED       CGS
 LH1016  HISTORY     - 1951     GOOD             CGS
 LH1016  HISTORY     - 19850306 SEE DESCRIPTION  NGS
 LH1016
 LH1016                          STATION DESCRIPTION
 LH1016
 LH1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1016'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF EDISON AND
 LH1016'ABOUT 4.5 MILES NORTHWEST OF OXFORD ON A HIGH BANK ON THE ROAD
 LH1016'RIGHT-OF-WAY, 56 FEET NORTH OF THE CENTER OF U.S. HIGHWAYS 34
 LH1016'AND 6 AND 3 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1016'STAMPED OXFORD 1951 AND PROJECTS 3 INCHES.
 LH1016'
 LH1016'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 60 FEET SOUTH
 LH1016'OF THE CENTER OF U.S. HIGHWAYS 34 AND 6.  IT IS STAMPED OXFORD
 LH1016'NO 1 1951 AND PROJECTS 3 INCHES.
 LH1016'
 LH1016'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 58 FEET NORTH
 LH1016'OF THE CENTER OF U.S. HIGHWAYS 34 AND 6 AND 1 FOOT SOUTH OF
 LH1016'AN EAST-WEST FENCE LINE.  IT IS STAMPED OXFORD NO 2 1951 AND
 LH1016'PROJECTS 2 INCHES.
 LH1016'
 LH1016'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 121.37 FEET.
 LH1016'
 LH1016'THE AZIMUTH MARK IS IN THE SOUTHWEST ANGLE OF A CROSSROAD,
 LH1016'60 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 34 AND 6, 30 FEET
 LH1016'WEST OF THE CENTER OF A NORTH-SOUTH ROAD AND 2 FEET SOUTHWEST OF A
 LH1016'WITNESS POST.  IT IS STAMPED OXFORD 1951 AND PROJECTS 3 INCHES.
 LH1016'
 LH1016'TO REACH THE STATION FROM THE INTERSECTION JUST EAST OF THE
 LH1016'POST OFFICE IN OXFORD, GO SOUTH FOR 1 BLOCK, TURN LEFT AND GO
 LH1016'EAST ON STATE HIGHWAYS 46 AND 3 FOR 0.3 MILE TO JUNCTION OF THESE
 LH1016'HIGHWAYS.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 46 FOR
 LH1016'4.0 MILES TO JUNCTION WITH U.S. HIGHWAYS 34 AND 6, TURN LEFT
 LH1016'AND GO WEST ON U.S. HIGHWAYS 34 AND 6 FOR 2.0 MILES TO A
 LH1016'CROSSROAD AND AZIMUTH MARK IN SOUTHWEST ANGLE AS DESCRIBED,
 LH1016'CONTINUE WEST FOR 0.5 MILE TO STATION ON HIGH BANK ON RIGHT AS
 LH1016'DESCRIBED.
 LH1016'
 LH1016'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LH1016
 LH1016                          STATION RECOVERY (1951)
 LH1016
 LH1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 LH1016'RECOVERED IN GOOD CONDITION.
 LH1016
 LH1016                          STATION RECOVERY (1985)
 LH1016
 LH1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LH1016'THE SURFACE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LH1016'CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND.  THE
 LH1016'AZIMUTH MARK WAS RECOVERED, BUT IT WAS LEANING.  THE DISTANCE AND
 LH1016'DIRECTION TO REFERENCE MARK 2 AGREED WITH 1951 DATA AND A CHECK ANGLE
 LH1016'WAS OBTAINED BETWEEN DISTANT LANDMARKS.  ALL MARKS WILL BE DESTROYED
 LH1016'BY ROAD CONSTRUCTION, THEREFORE STATION--OXFORD 2--REFERENCE MARKS 3,
 LH1016'4 AND A NEW AZIMUTH MARK WERE ESTABLISHED.  FOR FURTHER DETAILS, SEE
 LH1016'THE DESCRIPTIONS TO THESE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1545 ***********************************************************************
 LH1545  DESIGNATION -  OXFORD 2
 LH1545  PID         -  LH1545
 LH1545  STATE/COUNTY-  NE/FURNAS
 LH1545  USGS QUAD   -  OXFORD (1958)
 LH1545
 LH1545                         *CURRENT SURVEY CONTROL
 LH1545  ___________________________________________________________________
 LH1545* NAD 83(1995)-  40 18 26.68773(N)    099 40 39.15030(W)     ADJUSTED  
 LH1545* NAVD 88     -       687.     (meters)    2254.     (feet)  SCALED    
 LH1545  ___________________________________________________________________
 LH1545  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 LH1545  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 LH1545
 LH1545  HORZ ORDER  -  THIRD
 LH1545
 LH1545.The horizontal coordinates were established by classical geodetic methods
 LH1545.and adjusted by the National Geodetic Survey in August 1997..
 LH1545
 LH1545.The orthometric height was scaled from a topographic map.
 LH1545
 LH1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1545
 LH1545.The geoid height was determined by GEOID03.
 LH1545
 LH1545;                    North         East     Units Scale Factor Converg.
 LH1545;SPC NE       -    52,689.556   527,408.590   MT  0.99987515   +0 12 49.3
 LH1545;UTM  14      - 4,462,098.211   442,425.204   MT  0.99964080   -0 26 17.9
 LH1545
 LH1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1545!SPC NE       -   0.99989619  x   0.99987515  =   0.99977136
 LH1545!UTM  14      -   0.99989619  x   0.99964080  =   0.99953703
 LH1545
 LH1545|---------------------------------------------------------------------|
 LH1545| PID    Reference Object                     Distance      Geod. Az  |
 LH1545|                                                           dddmmss.s |
 LH1545| LH1609 OXFORD 2 RM 3                        17.024 METERS 08544     |
 LH1545| LH1546 OXFORD AZ MK 2                      APPROX. 0.8 KM 1010931.0 |
 LH1545| LH1015 OXFORD MUNICIPAL TANK               APPROX. 7.1 KM 1475232.8 |
 LH1545| LH1016 OXFORD                               15.611 METERS 18640     |
 LH1545| LH1035 EDISON MUNICIPAL TANK               APPROX. 9.0 KM 2464754.3 |
 LH1545| LH1610 OXFORD 2 RM 4                        13.134 METERS 26936     |
 LH1545|---------------------------------------------------------------------|
 LH1545
 LH1545                          SUPERSEDED SURVEY CONTROL
 LH1545
 LH1545  NAD 83(1986)-  40 18 26.69487(N)    099 40 39.15211(W) AD(       ) 3
 LH1545
 LH1545.Superseded values are not recommended for survey control.
 LH1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1545.See file dsdata.txt to determine how the superseded data were derived.
 LH1545
 LH1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4242562098(NAD 83)
 LH1545_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1545_SP_SET: CONCRETE POST
 LH1545_STAMPING: OXFORD 2 1985
 LH1545_MARK LOGO: NGS   
 LH1545_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1545+STABILITY: SURFACE MOTION
 LH1545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1545+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1998
 LH1545
 LH1545  HISTORY     - Date     Condition        Report By
 LH1545  HISTORY     - 1985     MONUMENTED       NGS
 LH1545  HISTORY     - 19981111 GOOD             NEDR
 LH1545
 LH1545                          STATION DESCRIPTION
 LH1545
 LH1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LH1545'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) NORTHEAST FROM EDISON,
 LH1545'7.2 KM (4.5 MI) NORTHWEST FROM OXFORD, 4.0 KM (2.5 MI) WEST FROM THE
 LH1545'JUNCTION OF STATE HIGHWAY 46 WITH U.S. HIGHWAY 6 AND 34 AND IS ON THE
 LH1545'NORTH RIGHT-OF-WAY OF THE U.S. HIGHWAY.  CONTACT THE NEBRASKA
 LH1545'DEPARTMENT OF ROADS, P.O. BOX 5, HOLDREGE, NEBRASKA  68949. TELEPHONE
 LH1545'308 995 5397.
 LH1545'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136 AND STATE
 LH1545'HIGHWAY 46, IN OXFORD, GO NORTH ON HIGHWAY 46 FOR 6.44 KM (4.00 MI)
 LH1545'TO THE JUNCTION WITH U.S. HIGHWAY 6 AND 34.  TURN LEFT AND GO WEST ON
 LH1545'HIGHWAY 6 AND 34 FOR 3.21 KM (1.99 MI) TO A GRADED CROSSROAD AND THE
 LH1545'AZIMUTH MARK, 0.08 KM (0.05 MI) SOUTH ALONG THE GRADED ROAD. CONTINUE
 LH1545'WEST ON THE HIGHWAY FOR 0.80 KM (0.50 MI) TO THE STATION ON THE
 LH1545'RIGHT, AT THE TOP OF A PROMINENT HILL.
 LH1545'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 LH1545'PROJECTS ABOUT 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.  THE
 LH1545'UNDERGROUND MARK IS RECESSED 1.2 M (3.9 FT) BELOW THE GROUND SURFACE.
 LH1545'THE MARKS ARE 32.9 M (107.9 FT) NORTH FROM THE CENTERLINE OF THE
 LH1545'HIGHWAY, 0.81 M (2.66 FT) SOUTH FROM A CONCRETE, RIGHT-OF-WAY MARKER,
 LH1545'POST AND 0.76 M (2.49 FT) SOUTHEAST FROM A WITNESS POST.
 LH1545
 LH1545                          STATION RECOVERY (1998)
 LH1545
 LH1545'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (WTR)
 LH1545'ABOUT 4.7 MI (7.6 KM) NORTHWEST OF OXFORD, IN SEC15, T4N, R21W AND ON
 LH1545'THE NORTH RIGHT-OF-WAY OF U.S HIGHWAY 6/34, AT MILEPOST 138+05.
 LH1545'OWNERSHIP, NEBRASKA DEPARTMENT OF ROADS.  TELEPHONE 402.479 4341.  TO
 LH1545'REACH FROM THE JUNCTION OF STATE HIGHWAY 46 WITH U.S.  HIGHWAY 6/34,
 LH1545'ABOUT 4.0 MI (6.4 KM) NORTH OF OXFORD, GO WEST ON THE U.S.  HIGHWAY
 LH1545'FOR 2.50 MI (4.02 KM) TO THE STATION ON THE RIGHT, AT THE TOP OF A
 LH1545'PROMINENT HILL.  IT IS A STANDARD DISK, SET INTO THE TOP OF A ROUND
 LH1545'CONCRETE MONUMENT, FLUSH WITH THE GROUND, THAT IS 32.9 M (107.9 FT)
 LH1545'NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.81 M (2.66 FT) SOUTH OF A
 LH1545'CONCRETE RIGHT-OF-WAY MARKER POST AND 0.76 M (2.49 FT) SOUTHEAST OF A
 LH1545'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1546 ***********************************************************************
 LH1546  DESIGNATION -  OXFORD AZ MK 2
 LH1546  PID         -  LH1546
 LH1546  STATE/COUNTY-  NE/FURNAS
 LH1546  USGS QUAD   -  OXFORD (1958)
 LH1546
 LH1546                         *CURRENT SURVEY CONTROL
 LH1546  ___________________________________________________________________
 LH1546* NAD 83(1995)-  40 18 21.61005(N)    099 40 05.53589(W)     ADJUSTED  
 LH1546* NAVD 88     -       683.     (meters)    2241.     (feet)  SCALED    
 LH1546  ___________________________________________________________________
 LH1546  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 LH1546  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 LH1546
 LH1546  HORZ ORDER  -  THIRD
 LH1546
 LH1546.The horizontal coordinates were established by classical geodetic methods
 LH1546.and adjusted by the National Geodetic Survey in August 1997..
 LH1546
 LH1546.The orthometric height was scaled from a topographic map.
 LH1546
 LH1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1546
 LH1546.The geoid height was determined by GEOID03.
 LH1546
 LH1546;                    North         East     Units Scale Factor Converg.
 LH1546;SPC NE       -    52,535.960   528,202.850   MT  0.99987566   +0 13 11.6
 LH1546;UTM  14      - 4,461,935.625   443,217.478   MT  0.99963969   -0 25 56.1
 LH1546
 LH1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1546!SPC NE       -   0.99989682  x   0.99987566  =   0.99977249
 LH1546!UTM  14      -   0.99989682  x   0.99963969  =   0.99953654
 LH1546
 LH1546                          SUPERSEDED SURVEY CONTROL
 LH1546
 LH1546  NAD 83(1986)-  40 18 21.61673(N)    099 40 05.53780(W) AD(       ) 3
 LH1546
 LH1546.Superseded values are not recommended for survey control.
 LH1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1546.See file dsdata.txt to determine how the superseded data were derived.
 LH1546
 LH1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4321761936(NAD 83)
 LH1546_MARKER: DZ = AZIMUTH MARK DISK
 LH1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1546_SP_SET: CONCRETE POST
 LH1546_STAMPING: OXFORD 2 1985
 LH1546_MARK LOGO: NGS   
 LH1546_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1546+STABILITY: SURFACE MOTION
 LH1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1546+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1998
 LH1546
 LH1546  HISTORY     - Date     Condition        Report By
 LH1546  HISTORY     - 1985     MONUMENTED       NGS
 LH1546  HISTORY     - 19981111 GOOD             NEDR
 LH1546
 LH1546                          STATION DESCRIPTION
 LH1546
 LH1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LH1546'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTHEAST FROM EDISON,
 LH1546'6.8 KM (4.2 MI) NORTHWEST FROM OXFORD, 3.2 KM (2.0 MI) WEST FROM THE
 LH1546'JUNCTION OF STATE HIGHWAY 46 WITH U.S. HIGHWAY 6 AND 34, 0.08 KM
 LH1546'(0.05 MI) SOUTH FROM HIGHWAY 6 AND 34 AND ON THE WEST RIGHT-OF-WAY OF
 LH1546'A GRADED COUNTY ROAD.
 LH1546'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND U.S.
 LH1546'HIGHWAY 136, IN OXFORD, GO NORTH ON HIGHWAY 46 FOR 6.44 KM (4.00 MI)
 LH1546'TO THE JUNCTION WITH U.S. HIGHWAY 6 AND 34.  TURN LEFT AND GO WEST ON
 LH1546'HIGHWAY 6 AND 34 FOR 3.22 KM (2.00 MI) TO A GRADED CROSSROAD.  TURN
 LH1546'LEFT AND GO SOUTH ON THE GRADED ROAD FOR 0.08 KM (0.05 MI) TO THE
 LH1546'STATION ON THE RIGHT, AT A FENCE CORNER AT THE NORTHEAST CORNER OF A
 LH1546'PASTURE.
 LH1546'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1546'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS RECESSED 0.9
 LH1546'M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS ARE 6.1 M (20.0 FT)
 LH1546'WEST FROM THE CENTERLINE OF THE ROAD, 0.76 M (2.49 FT) SOUTHEAST FROM
 LH1546'THE FENCE CORNER POST, 0.46 M (1.51 FT) NORTH FROM A WITNESS POST AND
 LH1546'0.3 M (1.0 FT) EAST FROM A NORTH/SOUTH FENCE.
 LH1546
 LH1546                          STATION RECOVERY (1998)
 LH1546
 LH1546'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH1546'ABOUT 4.5 MI (7.2 KM) NORTHWEST OF OXFORD, ON THE WEST RIGHT-OF-WAY OF
 LH1546'A GRADED COUNTY ROAD, IN THE NE1/4, SEC22, T4N, R21W.  OWNERSHIP,
 LH1546'FURNAS COUNTY.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 46 WITH
 LH1546'U.S.  HIGHWAY 6/34, ABOUT 4 MI (6.4 KM) NORTH OF OXFORD, GO WEST ON
 LH1546'THE U.S.  HIGHWAY FOR 2.0 MI (3.2 KM) TO A GRADED CROSSROAD.  TURN
 LH1546'LEFT AND GO SOUTH FOR O.O5 MI TO THE MARK ON THE RIGHT, AT A FENCE
 LH1546'CORNER AT THE NORTHEAST CORNER OF A PASTURE.  IT IS A STANDARD DISK,
 LH1546'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND,
 LH1546'THAT IS ABOUT 80 M (262.5 FT) SOUTH OF THE HIGHWAY, 6.1 M (20.0 FT)
 LH1546'WEST OF THE CENTERLINE OF THE COUNTY ROAD, 0.76 M (2.49 FT) SOUTHEAST
 LH1546'OF THE FENCE CORNER POST AND 0.30 M (0.98 FT) EAST OF THE WEST
 LH1546'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1015 ***********************************************************************
 LH1015  DESIGNATION -  OXFORD MUNICIPAL TANK
 LH1015  PID         -  LH1015
 LH1015  STATE/COUNTY-  NE/FURNAS
 LH1015  USGS QUAD   -  OXFORD (1958)
 LH1015
 LH1015                         *CURRENT SURVEY CONTROL
 LH1015  ___________________________________________________________________
 LH1015* NAD 83(1995)-  40 15 11.32871(N)    099 37 59.07981(W)     ADJUSTED  
 LH1015* NAVD 88     -                                                        
 LH1015  ___________________________________________________________________
 LH1015  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 LH1015  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 LH1015
 LH1015  HORZ ORDER  -  THIRD
 LH1015
 LH1015.The horizontal coordinates were established by classical geodetic methods
 LH1015.and adjusted by the National Geodetic Survey in August 1997..
 LH1015
 LH1015
 LH1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1015
 LH1015.The geoid height was determined by GEOID03.
 LH1015
 LH1015;                    North         East     Units Scale Factor Converg.
 LH1015;SPC NE       -    46,679.628   531,213.530   MT  0.99989515   +0 14 35.4
 LH1015;UTM  14      - 4,456,046.863   446,160.575   MT  0.99963568   -0 24 32.7
 LH1015
 LH1015                          SUPERSEDED SURVEY CONTROL
 LH1015
 LH1015  NAD 83(1986)-  40 15 11.33282(N)    099 37 59.08219(W) AD(       ) 4
 LH1015  NAD 27      -  40 15 11.30100(N)    099 37 57.67500(W) AD(       ) 3
 LH1015
 LH1015.Superseded values are not recommended for survey control.
 LH1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1015.See file dsdata.txt to determine how the superseded data were derived.
 LH1015
 LH1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK4616156047(NAD 83)
 LH1015_MARKER: 53 = ELEVATED TANK
 LH1015_MARK LOGO: CGS   
 LH1015
 LH1015  HISTORY     - Date     Condition        Report By
 LH1015  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1015  HISTORY     - 1934     GOOD             CGS
 LH1015  HISTORY     - 1935     GOOD             CGS
 LH1015  HISTORY     - 1951     GOOD             CGS
 LH1015  HISTORY     - 19830505 GOOD             NGS
 LH1015
 LH1015                          STATION DESCRIPTION
 LH1015
 LH1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1015'STEEL WATER TANK, PROBABLY MUNICIPAL WATER SUPPLY.  TOWN
 LH1015'OFF SCHEME AND NOT VISITED.  OBSERVED CENTER.
 LH1015'
 LH1015'OBSERVED FROM KELLY AND ELKREEK.
 LH1015
 LH1015                          STATION RECOVERY (1934)
 LH1015
 LH1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LH1015'RECOVERED IN GOOD CONDITION.
 LH1015
 LH1015                          STATION RECOVERY (1935)
 LH1015
 LH1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1015'THE OXFORD WATER TANK IS A MUNICIPAL TANK, DARK-COLORED
 LH1015'WITH A SILVER TOP.
 LH1015
 LH1015                          STATION RECOVERY (1951)
 LH1015
 LH1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1015'THE STATION IS LOCATED NEAR THE NORTH PART OF THE TOWN OF
 LH1015'OXFORD, 171 FEET EAST OF THE CENTER OF A NORTH-SOUTH PAVED
 LH1015'STREET, 75 FEET WEST OF A NORTH-SOUTH ALLEY AND 75 FEET
 LH1015'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE OXFORD GENERAL
 LH1015'HOSPITAL.
 LH1015'
 LH1015'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 LH1015'THE OVERALL HEIGHT IS 90 FEET.
 LH1015'
 LH1015'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE TANK.
 LH1015'
 LH1015'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LH1015
 LH1015                          STATION RECOVERY (1983)
 LH1015
 LH1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LH1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1230 ***********************************************************************
 NM1230  DESIGNATION -  P 1 RESET
 NM1230  PID         -  NM1230
 NM1230  STATE/COUNTY-  NE/MADISON
 NM1230  USGS QUAD   -  NORFOLK (1976)
 NM1230
 NM1230                         *CURRENT SURVEY CONTROL
 NM1230  ___________________________________________________________________
 NM1230* NAD 83(1986)-  42 01 57.     (N)    097 24 31.     (W)     SCALED    
 NM1230* NAVD 88     -       463.24   (meters)    1519.8    (feet)  RESET     
 NM1230  ___________________________________________________________________
 NM1230  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 NM1230
 NM1230  VERT ORDER  -  THIRD
 NM1230
 NM1230.The horizontal coordinates were scaled from a topographic map and have
 NM1230.an estimated accuracy of +/- 6 seconds.
 NM1230
 NM1230.The orthometric height was computed from unverified reset data.
 NM1230
 NM1230.The geoid height was determined by GEOID03.
 NM1230
 NM1230;                    North         East    Units  Estimated Accuracy
 NM1230;SPC NE       -   247,380.      714,490.      MT  (+/- 180 meters Scaled)
 NM1230
 NM1230                          SUPERSEDED SURVEY CONTROL
 NM1230
 NM1230.No superseded survey control is available for this station.
 NM1230
 NM1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM317546(NAD 83)
 NM1230_MARKER: DB = BENCH MARK DISK
 NM1230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1230_SP_SET: FOUNDATION
 NM1230_STAMPING: P 1 RESET 1965
 NM1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1230
 NM1230  HISTORY     - Date     Condition        Report By
 NM1230  HISTORY     - 1965     MONUMENTED       CGS
 NM1230  HISTORY     - 1968     GOOD             NGS
 NM1230
 NM1230                          STATION DESCRIPTION
 NM1230
 NM1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NM1230'AT NORFOLK.
 NM1230'AT NORFOLK, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 NM1230'SECOND STREET AND NORFOLK AVENUE, 68 FEET WEST OF THE CENTERLINE
 NM1230'OF SECOND STREET, 50 FEET SOUTH OF THE CENTERLINE OF NORFOLK
 NM1230'AVENUE, 0.8 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF A NEW
 NM1230'FIRESTONE BUILDING, AND CEMENTED IN A DRILL HOLE IN A CONCRETE
 NM1230'FOUNDATION AT THE NORTHEAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5258 ***********************************************************************
 DG5258  DESIGNATION -  P 1 RESET
 DG5258  PID         -  DG5258
 DG5258  STATE/COUNTY-  NE/MADISON
 DG5258  USGS QUAD   -  NORFOLK (1976)
 DG5258
 DG5258                         *CURRENT SURVEY CONTROL
 DG5258  ___________________________________________________________________
 DG5258* NAD 83(1986)-  42 01 35.     (N)    097 24 51.     (W)     SCALED    
 DG5258* NAVD 88     -       462.69   (meters)    1518.0    (feet)  RESET     
 DG5258  ___________________________________________________________________
 DG5258  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 DG5258
 DG5258  VERT ORDER  -  THIRD
 DG5258
 DG5258.The horizontal coordinates were scaled from a topographic map and have
 DG5258.an estimated accuracy of +/- 6 seconds.
 DG5258
 DG5258.The orthometric height was computed from unverified reset data.
 DG5258.No vertical observational check was made to the station.
 DG5258
 DG5258.The geoid height was determined by GEOID03.
 DG5258
 DG5258;                    North         East    Units  Estimated Accuracy
 DG5258;SPC NE       -   246,690.      714,050.      MT  (+/- 180 meters Scaled)
 DG5258
 DG5258                          SUPERSEDED SURVEY CONTROL
 DG5258
 DG5258.No superseded survey control is available for this station.
 DG5258
 DG5258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM312539(NAD 83)
 DG5258_MARKER: DV = VERTICAL CONTROL DISK
 DG5258_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5258_SP_SET: SIDEWALK
 DG5258_STAMPING: P 1 1965 RESET 2000
 DG5258_MARK LOGO: NGS   
 DG5258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5258
 DG5258  HISTORY     - Date     Condition        Report By
 DG5258  HISTORY     - 2000     MONUMENTED       NEDR
 DG5258
 DG5258                          STATION DESCRIPTION
 DG5258
 DG5258'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2000 (JH)
 DG5258'FROM THE INTERSECTION OF 1ST AND NORFOLK AVENUE IN DOWNTOWN NORFOLK,
 DG5258'GO WEST ON NORFOLK AVE APPROXIMATELY 0.10 MILE TO BM ON THE LEFT
 DG5258'(SOUTH) SIDE OF STREET. 67.08 FEET WEST OF CENTERLINE OF 2ND STREET,
 DG5258'54 FEET SOUTH OF CENTERLINE OF 2 FOOT ISLAND, 0.81 FEET NORTHWEST OF
 DG5258'THE NORTHEAST CORNER OF STEEL BEAM AT THE NORTHEAST CORNER OF
 DG5258'FIRESTONE BUILDING, 34.41 FEET SOUTHWEST OF THE SW CORNER OF CONCRETE
 DG5258'LIGHT POLE BASE, 12.80 FEET SOUTH OF BACK OF CURB AT SOUTH SIDE OF
 DG5258'STREET. BENCH MARK CAP IS SET FLUSH IN A CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0116 ***********************************************************************
 NP0116  DESIGNATION -  P 10
 NP0116  PID         -  NP0116
 NP0116  STATE/COUNTY-  NE/BOX BUTTE
 NP0116  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0116
 NP0116                         *CURRENT SURVEY CONTROL
 NP0116  ___________________________________________________________________
 NP0116* NAD 83(1986)-  42 00 59.     (N)    102 56 18.     (W)     SCALED    
 NP0116* NAVD 88     -      1226.006  (meters)    4022.32   (feet)  ADJUSTED  
 NP0116  ___________________________________________________________________
 NP0116  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 NP0116  DYNAMIC HT  -        1225.267 (meters)    4019.90  (feet)  COMP
 NP0116  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 NP0116
 NP0116  VERT ORDER  -  FIRST     CLASS II
 NP0116
 NP0116.The horizontal coordinates were scaled from a topographic map and have
 NP0116.an estimated accuracy of +/- 6 seconds.
 NP0116
 NP0116.The orthometric height was determined by differential leveling
 NP0116.and adjusted by the National Geodetic Survey in June 1991..
 NP0116.WARNING-Repeat measurements at this control monument indicate possible
 NP0116.vertical movement.
 NP0116
 NP0116.The geoid height was determined by GEOID03.
 NP0116
 NP0116.The dynamic height is computed by dividing the NAVD 88
 NP0116.geopotential number by the normal gravity value computed on the
 NP0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0116.degrees latitude (g = 980.6199 gals.).
 NP0116
 NP0116.The modeled gravity was interpolated from observed gravity values.
 NP0116
 NP0116;                    North         East    Units  Estimated Accuracy
 NP0116;SPC NE       -   246,510.      256,740.      MT  (+/- 180 meters Scaled)
 NP0116
 NP0116                          SUPERSEDED SURVEY CONTROL
 NP0116
 NP0116  NGVD 29 (??/??/92) 1225.401  (m)         4020.34   (f) ADJ UNCH    1 2
 NP0116
 NP0116.Superseded values are not recommended for survey control.
 NP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0116.See file dsdata.txt to determine how the superseded data were derived.
 NP0116
 NP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG707536(NAD 83)
 NP0116_MARKER: DB = BENCH MARK DISK
 NP0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0116_SP_SET: CONCRETE POST
 NP0116_STAMPING: P 10 1933 4020.094
 NP0116_MARK LOGO: CGS   
 NP0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0116+STABILITY: SURFACE MOTION
 NP0116
 NP0116  HISTORY     - Date     Condition        Report By
 NP0116  HISTORY     - 1933     MONUMENTED       CGS
 NP0116  HISTORY     - 1956     GOOD             NGS
 NP0116  HISTORY     - 1985     GOOD             NGS
 NP0116
 NP0116                          STATION DESCRIPTION
 NP0116
 NP0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0116'6.7 MI SW FROM ALLIANCE.
 NP0116'6.7 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0116'RAILROAD FROM THE STATION AT ALLIANCE, AT A ROAD CROSSING, AT
 NP0116'LETAN SIDING, 125 FEET WEST OF THE NORTHWEST CORNER OF A CEMETERY,
 NP0116'145 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 31 FEET SOUTH
 NP0116'OF THE CENTER LINE OF A ROAD, 6.5 FEET SOUTHWEST OF A FENCE
 NP0116'CORNER, 3.6 FEET WEST OF A FENCE, 1.2 FEET NORTH OF A WITNESS
 NP0116'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 NP0116'GROUND, IN THE NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 24 NORTH,
 NP0116'RANGE 49 WEST.
 NP0116
 NP0116                          STATION RECOVERY (1985)
 NP0116
 NP0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0116'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 NP0116'RAILROAD DESCRIBED IS NOW THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0371 ***********************************************************************
 NP0371  DESIGNATION -  P 11
 NP0371  PID         -  NP0371
 NP0371  STATE/COUNTY-  NE/DAWES
 NP0371  USGS QUAD   -  MARSLAND (1983)
 NP0371
 NP0371                         *CURRENT SURVEY CONTROL
 NP0371  ___________________________________________________________________
 NP0371* NAD 83(1986)-  42 28 33.     (N)    103 17 25.     (W)     SCALED    
 NP0371* NAVD 88     -      1292.770  (meters)    4241.36   (feet)  ADJUSTED  
 NP0371  ___________________________________________________________________
 NP0371  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 NP0371  DYNAMIC HT  -        1292.005 (meters)    4238.85  (feet)  COMP
 NP0371  MODELED GRAV-     979,985.1   (mgal)                       NAVD 88
 NP0371
 NP0371  VERT ORDER  -  FIRST     CLASS II
 NP0371
 NP0371.The horizontal coordinates were scaled from a topographic map and have
 NP0371.an estimated accuracy of +/- 6 seconds.
 NP0371
 NP0371.The orthometric height was determined by differential leveling
 NP0371.and adjusted by the National Geodetic Survey in June 1991..
 NP0371.WARNING-Repeat measurements at this control monument indicate possible
 NP0371.vertical movement.
 NP0371
 NP0371.The geoid height was determined by GEOID03.
 NP0371
 NP0371.The dynamic height is computed by dividing the NAVD 88
 NP0371.geopotential number by the normal gravity value computed on the
 NP0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0371.degrees latitude (g = 980.6199 gals.).
 NP0371
 NP0371.The modeled gravity was interpolated from observed gravity values.
 NP0371
 NP0371;                    North         East    Units  Estimated Accuracy
 NP0371;SPC NE       -   298,550.      229,560.      MT  (+/- 180 meters Scaled)
 NP0371
 NP0371                          SUPERSEDED SURVEY CONTROL
 NP0371
 NP0371  NGVD 29 (??/??/92) 1292.102  (m)         4239.17   (f) ADJ UNCH    1 2
 NP0371
 NP0371.Superseded values are not recommended for survey control.
 NP0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0371.See file dsdata.txt to determine how the superseded data were derived.
 NP0371
 NP0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH405040(NAD 83)
 NP0371_MARKER: DB = BENCH MARK DISK
 NP0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0371_SP_SET: CONCRETE POST
 NP0371_STAMPING: P 11 1933 4238.827
 NP0371_MARK LOGO: CGS   
 NP0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0371+STABILITY: SURFACE MOTION
 NP0371
 NP0371  HISTORY     - Date     Condition        Report By
 NP0371  HISTORY     - 1933     MONUMENTED       CGS
 NP0371  HISTORY     - 1956     GOOD             NGS
 NP0371  HISTORY     - 1985     GOOD             NGS
 NP0371
 NP0371                          STATION DESCRIPTION
 NP0371
 NP0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0371'2.2 MI N FROM MARSLAND.
 NP0371'2.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0371'FROM THE STATION SIGN AT MARSLAND, 7 POLES SOUTHWEST OF MILEPOST
 NP0371'403, 66 FEET SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 NP0371'38 FEET NORTHWEST OF THE NORTHWEST RAIL, 14.8 FEET SOUTHWEST
 NP0371'OF A FENCE CORNER, 3 FEET SOUTHEAST OF A FENCE, 1.5 FEET NORTHEAST
 NP0371'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0371'PROJECTS 0.2 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 NP0371'SECTION 22, TOWNSHIP 29 NORTH, RANGE 51 WEST.
 NP0371
 NP0371                          STATION RECOVERY (1985)
 NP0371
 NP0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0371'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.25 KM (0.15 MI) EAST ALONG
 NP0371'A PAVED AND DIRT ROAD FROM THE POST OFFICE AT MARSLAND, THENCE 3.78 KM
 NP0371'(2.35 MI) NORTH ALONG THE BURLINGTON NORTHERN RAILROAD AND 8 POLES
 NP0371'SOUTHWEST OF MILEPOLE 403.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0142 ***********************************************************************
 ML0142  DESIGNATION -  P 117
 ML0142  PID         -  ML0142
 ML0142  STATE/COUNTY-  NE/HALL
 ML0142  USGS QUAD   -  ST LIBORY (1961)
 ML0142
 ML0142                         *CURRENT SURVEY CONTROL
 ML0142  ___________________________________________________________________
 ML0142* NAD 83(1986)-  41 01 30.     (N)    098 20 17.     (W)     SCALED    
 ML0142* NAVD 88     -       559.853  (meters)    1836.78   (feet)  ADJUSTED  
 ML0142  ___________________________________________________________________
 ML0142  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 ML0142  DYNAMIC HT  -         559.562 (meters)    1835.83  (feet)  COMP
 ML0142  MODELED GRAV-     980,086.7   (mgal)                       NAVD 88
 ML0142
 ML0142  VERT ORDER  -  SECOND    CLASS 0
 ML0142
 ML0142.The horizontal coordinates were scaled from a topographic map and have
 ML0142.an estimated accuracy of +/- 6 seconds.
 ML0142
 ML0142.The orthometric height was determined by differential leveling
 ML0142.and adjusted by the National Geodetic Survey in June 1991..
 ML0142
 ML0142.The geoid height was determined by GEOID03.
 ML0142
 ML0142.The dynamic height is computed by dividing the NAVD 88
 ML0142.geopotential number by the normal gravity value computed on the
 ML0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0142.degrees latitude (g = 980.6199 gals.).
 ML0142
 ML0142.The modeled gravity was interpolated from observed gravity values.
 ML0142
 ML0142;                    North         East    Units  Estimated Accuracy
 ML0142;SPC NE       -   133,650.      639,720.      MT  (+/- 180 meters Scaled)
 ML0142
 ML0142                          SUPERSEDED SURVEY CONTROL
 ML0142
 ML0142  NGVD 29 (??/??/92)  559.599  (m)         1835.95   (f) ADJ UNCH    2 0
 ML0142
 ML0142.Superseded values are not recommended for survey control.
 ML0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0142.See file dsdata.txt to determine how the superseded data were derived.
 ML0142
 ML0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL556417(NAD 83)
 ML0142_MARKER: DB = BENCH MARK DISK
 ML0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0142_STAMPING: P 117 1935
 ML0142_MARK LOGO: CGS   
 ML0142_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0142+STABILITY: SURFACE MOTION
 ML0142
 ML0142  HISTORY     - Date     Condition        Report By
 ML0142  HISTORY     - 1935     MONUMENTED       CGS
 ML0142  HISTORY     - 1961     GOOD             NGS
 ML0142  HISTORY     - 19890911 POOR             LOCENG
 ML0142
 ML0142                          STATION DESCRIPTION
 ML0142
 ML0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0142'4.1 MI S FROM ST LIBORY.
 ML0142'4.1 MILES SOUTH OF DEPOT.  ALONG THE OMAHA-GRAND ISLAND AND
 ML0142'ORD BRANCH LINE OF THE UNION PACIFIC RAILWAY FROM GRAND ISLAND
 ML0142'AND ST. PAUL, 3 POLES NORTH OF MILEPOST 7, 46 FEET NORTH
 ML0142'OF A PRIVATE ROAD LEADING TO THE ED MULLER RESIDENCE, 42 FEET
 ML0142'WEST OF THE WEST RAIL, 4 FEET EAST OF THE WEST RIGHT OF WAY
 ML0142'FENCE.
 ML0142
 ML0142                          STATION RECOVERY (1961)
 ML0142
 ML0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 ML0142'RECOVERED IN GOOD CONDITION.
 ML0142
 ML0142                          STATION RECOVERY (1989)
 ML0142
 ML0142'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (BT)
 ML0142'MR. BEN THAYER, OF THE CITY OF GRAND ISLAND REPORTED THIS MARK HAS
 ML0142'BEEN DISTURBED, THEREFORE, THE MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0082 ***********************************************************************
 ML0082  DESIGNATION -  P 118
 ML0082  PID         -  ML0082
 ML0082  STATE/COUNTY-  NE/GREELEY
 ML0082  USGS QUAD   -  SPALDING (1985)
 ML0082
 ML0082                         *CURRENT SURVEY CONTROL
 ML0082  ___________________________________________________________________
 ML0082* NAD 83(1986)-  41 39 54.     (N)    098 22 05.     (W)     SCALED    
 ML0082* NAVD 88     -       591.192  (meters)    1939.60   (feet)  ADJUSTED  
 ML0082  ___________________________________________________________________
 ML0082  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 ML0082  DYNAMIC HT  -         590.909 (meters)    1938.67  (feet)  COMP
 ML0082  MODELED GRAV-     980,126.4   (mgal)                       NAVD 88
 ML0082
 ML0082  VERT ORDER  -  SECOND    CLASS 0
 ML0082
 ML0082.The horizontal coordinates were scaled from a topographic map and have
 ML0082.an estimated accuracy of +/- 6 seconds.
 ML0082
 ML0082.The orthometric height was determined by differential leveling
 ML0082.and adjusted by the National Geodetic Survey in June 1991..
 ML0082
 ML0082.The geoid height was determined by GEOID03.
 ML0082
 ML0082.The dynamic height is computed by dividing the NAVD 88
 ML0082.geopotential number by the normal gravity value computed on the
 ML0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0082.degrees latitude (g = 980.6199 gals.).
 ML0082
 ML0082.The modeled gravity was interpolated from observed gravity values.
 ML0082
 ML0082;                    North         East    Units  Estimated Accuracy
 ML0082;SPC NE       -   204,640.      635,860.      MT  (+/- 180 meters Scaled)
 ML0082
 ML0082                          SUPERSEDED SURVEY CONTROL
 ML0082
 ML0082  NGVD 29 (??/??/92)  590.950  (m)         1938.81   (f) ADJ UNCH    2 0
 ML0082
 ML0082.Superseded values are not recommended for survey control.
 ML0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0082.See file dsdata.txt to determine how the superseded data were derived.
 ML0082
 ML0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM526127(NAD 83)
 ML0082_MARKER: DB = BENCH MARK DISK
 ML0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0082_STAMPING: P 118 1935
 ML0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0082+STABILITY: SURFACE MOTION
 ML0082
 ML0082  HISTORY     - Date     Condition        Report By
 ML0082  HISTORY     - 1935     MONUMENTED       CGS
 ML0082  HISTORY     - 1950     GOOD             NGS
 ML0082
 ML0082                          STATION DESCRIPTION
 ML0082
 ML0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0082'1.7 MI S FROM SPALDING.
 ML0082'1.7 MILES SOUTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 ML0082'STATE HIGHWAYS 101 AND 91 AT SPALDING, AT THE TOP OF A HILL, 31
 ML0082'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTH OF THE
 ML0082'CENTER OF A GATE, 12 FEET SOUTH OF A TELEPHONE POLE, 1.7 FEET
 ML0082'EAST OF A FENCE, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP
 ML0082'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0083 ***********************************************************************
 MM0083  DESIGNATION -  P 119 RESET
 MM0083  PID         -  MM0083
 MM0083  STATE/COUNTY-  NE/CUSTER
 MM0083  USGS QUAD   -  ODENCRANZE TABLE SOUTH (1972)
 MM0083
 MM0083                         *CURRENT SURVEY CONTROL
 MM0083  ___________________________________________________________________
 MM0083* NAD 83(1986)-  41 02 48.     (N)    100 10 02.     (W)     SCALED    
 MM0083* NAVD 88     -       838.42   (meters)    2750.7    (feet)  RESET     
 MM0083  ___________________________________________________________________
 MM0083  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 MM0083
 MM0083  VERT ORDER  -  THIRD
 MM0083
 MM0083.The horizontal coordinates were scaled from a topographic map and have
 MM0083.an estimated accuracy of +/- 6 seconds.
 MM0083
 MM0083.The orthometric height was computed from unverified reset data.
 MM0083
 MM0083.The geoid height was determined by GEOID03.
 MM0083
 MM0083;                    North         East    Units  Estimated Accuracy
 MM0083;SPC NE       -   134,730.      485,950.      MT  (+/- 180 meters Scaled)
 MM0083
 MM0083                          SUPERSEDED SURVEY CONTROL
 MM0083
 MM0083  NGVD 29 (??/??/??)  838.14   (m)         2749.8    (f) RESET       3  
 MM0083
 MM0083.Superseded values are not recommended for survey control.
 MM0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0083.See file dsdata.txt to determine how the superseded data were derived.
 MM0083
 MM0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML019445(NAD 83)
 MM0083_MARKER: DB = BENCH MARK DISK
 MM0083_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MM0083+WITH SETTING: INTO GROUND
 MM0083_STAMPING: P 119 RESET 1962
 MM0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0083+STABILITY: SURFACE MOTION
 MM0083
 MM0083  HISTORY     - Date     Condition        Report By
 MM0083  HISTORY     - 1962     MONUMENTED       NEDR
 MM0083  HISTORY     - 1972     GOOD             NGS
 MM0083
 MM0083                          STATION DESCRIPTION
 MM0083
 MM0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MM0083'8.2 MI N FROM GOTHENBURG.
 MM0083'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 MM0083'33 FEET NORTH OF THE DAWSON-CUSTER COUNTY LINE, 116 FEET WEST
 MM0083'OF THE CENTER OF INTERSECTION OF ROADS, SET IN THE TOP OF AN
 MM0083'8 INCH IRON PIPE FILLED WITH CONCRETE AND IS FLUSH WITH THE
 MM0083'GROUND SURFACE.  IT IS A STANDARD DISK STAMPED P 119 RESET 1962,
 MM0083'AND IS BETWEEN TWO METAL WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0020 ***********************************************************************
 LG0020  DESIGNATION -  P 12
 LG0020  PID         -  LG0020
 LG0020  STATE/COUNTY-  NE/OTOE
 LG0020  USGS QUAD   -  SYRACUSE (1966)
 LG0020
 LG0020                         *CURRENT SURVEY CONTROL
 LG0020  ___________________________________________________________________
 LG0020* NAD 83(1986)-  40 40 06.     (N)    096 13 46.     (W)     SCALED    
 LG0020* NAVD 88     -       323.898  (meters)    1062.66   (feet)  ADJUSTED  
 LG0020  ___________________________________________________________________
 LG0020  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 LG0020  DYNAMIC HT  -         323.741 (meters)    1062.14  (feet)  COMP
 LG0020  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 LG0020
 LG0020  VERT ORDER  -  FIRST     CLASS II
 LG0020
 LG0020.The horizontal coordinates were scaled from a topographic map and have
 LG0020.an estimated accuracy of +/- 6 seconds.
 LG0020
 LG0020.The orthometric height was determined by differential leveling
 LG0020.and adjusted by the National Geodetic Survey in June 1991..
 LG0020
 LG0020.The geoid height was determined by GEOID03.
 LG0020
 LG0020.The dynamic height is computed by dividing the NAVD 88
 LG0020.geopotential number by the normal gravity value computed on the
 LG0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0020.degrees latitude (g = 980.6199 gals.).
 LG0020
 LG0020.The modeled gravity was interpolated from observed gravity values.
 LG0020
 LG0020;                    North         East    Units  Estimated Accuracy
 LG0020;SPC NE       -    99,660.      818,650.      MT  (+/- 180 meters Scaled)
 LG0020
 LG0020                          SUPERSEDED SURVEY CONTROL
 LG0020
 LG0020  NGVD 29 (??/??/92)  323.791  (m)         1062.30   (f) ADJ UNCH    1 2
 LG0020
 LG0020.Superseded values are not recommended for survey control.
 LG0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0020.See file dsdata.txt to determine how the superseded data were derived.
 LG0020
 LG0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL341056(NAD 83)
 LG0020_MARKER: DB = BENCH MARK DISK
 LG0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0020_STAMPING: 1061.858 P 12 1933
 LG0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0020+STABILITY: SURFACE MOTION
 LG0020
 LG0020  HISTORY     - Date     Condition        Report By
 LG0020  HISTORY     - 1933     MONUMENTED       CGS
 LG0020  HISTORY     - 1940     GOOD             NGS
 LG0020  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0020
 LG0020                          STATION DESCRIPTION
 LG0020
 LG0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0020'2.5 MI SE FROM UNADILLA.
 LG0020'2.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0020'RAILROAD FROM THE STATION AT UNADILLA, OTOE COUNTY, 870 FEET EAST
 LG0020'OF MILEPOST 30, 275 FEET EAST OF A HANDCAR SET-OFF, 54 FEET SOUTH
 LG0020'OF STATE HIGHWAY 2, 47 FEET SOUTHEAST OF THE SOUTH END OF A
 LG0020'HIGHWAY CULVERT, 30 FEET NORTH OF THE CENTERLINE OF THE TRACK, 6
 LG0020'FEET WEST OF A POLE, IN LINE WITH THE ROW OF POLES, AND 2 FEET
 LG0020'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 LG0020'1061.858 P 12 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0020'0.2 FOOT ABOVE GROUND.
 LG0020
 LG0020                          STATION RECOVERY (1991)
 LG0020
 LG0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0020'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0042 ***********************************************************************
 MM0042  DESIGNATION -  P 120
 MM0042  PID         -  MM0042
 MM0042  STATE/COUNTY-  NE/CUSTER
 MM0042  USGS QUAD   -  ARNOLD (1972)
 MM0042
 MM0042                         *CURRENT SURVEY CONTROL
 MM0042  ___________________________________________________________________
 MM0042* NAD 83(1986)-  41 26 20.     (N)    100 13 57.     (W)     SCALED    
 MM0042* NAVD 88     -       831.456  (meters)    2727.87   (feet)  ADJUSTED  
 MM0042  ___________________________________________________________________
 MM0042  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 MM0042  DYNAMIC HT  -         831.017 (meters)    2726.43  (feet)  COMP
 MM0042  MODELED GRAV-     980,066.9   (mgal)                       NAVD 88
 MM0042
 MM0042  VERT ORDER  -  SECOND    CLASS 0
 MM0042
 MM0042.The horizontal coordinates were scaled from a topographic map and have
 MM0042.an estimated accuracy of +/- 6 seconds.
 MM0042
 MM0042.The orthometric height was determined by differential leveling
 MM0042.and adjusted by the National Geodetic Survey in June 1991..
 MM0042
 MM0042.The geoid height was determined by GEOID03.
 MM0042
 MM0042.The dynamic height is computed by dividing the NAVD 88
 MM0042.geopotential number by the normal gravity value computed on the
 MM0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0042.degrees latitude (g = 980.6199 gals.).
 MM0042
 MM0042.The modeled gravity was interpolated from observed gravity values.
 MM0042
 MM0042;                    North         East    Units  Estimated Accuracy
 MM0042;SPC NE       -   178,280.      480,580.      MT  (+/- 180 meters Scaled)
 MM0042
 MM0042                          SUPERSEDED SURVEY CONTROL
 MM0042
 MM0042  NGVD 29 (??/??/92)  831.200  (m)         2727.03   (f) ADJ UNCH    2 0
 MM0042
 MM0042.Superseded values are not recommended for survey control.
 MM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0042.See file dsdata.txt to determine how the superseded data were derived.
 MM0042
 MM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL970882(NAD 83)
 MM0042_MARKER: DB = BENCH MARK DISK
 MM0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0042_STAMPING: P 120 1934
 MM0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0042+STABILITY: SURFACE MOTION
 MM0042
 MM0042  HISTORY     - Date     Condition        Report By
 MM0042  HISTORY     - 1934     MONUMENTED       CGS
 MM0042  HISTORY     - 1972     GOOD             USGS
 MM0042
 MM0042                          STATION DESCRIPTION
 MM0042
 MM0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0042'2.4 MI NW FROM ARNOLD.
 MM0042'ABOUT 2.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0042'THE STATION AT ARNOLD, CUSTER COUNTY, ABOUT 0.5 MILE NORTHWEST
 MM0042'OF MILEPOST 85, ABOUT 87.5 FEET SOUTHWEST OF CATTLE GATE 85.50,
 MM0042'AT A ROAD CROSSING, ABOUT 56 FEET WEST OF THE CENTER LINE OF THE
 MM0042'ROAD, AND 45.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.  A
 MM0042'STANDARD DISK, STAMPED P 120 1934 AND SET IN THE TOP OF A CONCRETE
 MM0042'POST.  NOTE-- MARK IS 71.8 FT. NW OF CENTERLINE OF RD. AT S
 MM0042'R/W FEN. AND PARALLEL WITH THE RR. 2 FT NE OF S R/W FENCE AT A
 MM0042'WITNESS TAG.
 MM0042
 MM0042                          STATION RECOVERY (1972)
 MM0042
 MM0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0569 ***********************************************************************
 LH0569  DESIGNATION -  P 122
 LH0569  PID         -  LH0569
 LH0569  STATE/COUNTY-  NE/BUFFALO
 LH0569  USGS QUAD   -  PLEASANTON (1962)
 LH0569
 LH0569                         *CURRENT SURVEY CONTROL
 LH0569  ___________________________________________________________________
 LH0569* NAD 83(1986)-  40 59 29.     (N)    099 04 54.     (W)     SCALED    
 LH0569* NAVD 88     -       646.347  (meters)    2120.56   (feet)  ADJUSTED  
 LH0569  ___________________________________________________________________
 LH0569  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 LH0569  DYNAMIC HT  -         646.001 (meters)    2119.42  (feet)  COMP
 LH0569  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 LH0569
 LH0569  VERT ORDER  -  SECOND    CLASS 0
 LH0569
 LH0569.The horizontal coordinates were scaled from a topographic map and have
 LH0569.an estimated accuracy of +/- 6 seconds.
 LH0569
 LH0569.The orthometric height was determined by differential leveling
 LH0569.and adjusted by the National Geodetic Survey in June 1991..
 LH0569
 LH0569.The geoid height was determined by GEOID03.
 LH0569
 LH0569.The dynamic height is computed by dividing the NAVD 88
 LH0569.geopotential number by the normal gravity value computed on the
 LH0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0569.degrees latitude (g = 980.6199 gals.).
 LH0569
 LH0569.The modeled gravity was interpolated from observed gravity values.
 LH0569
 LH0569;                    North         East    Units  Estimated Accuracy
 LH0569;SPC NE       -   128,990.      577,250.      MT  (+/- 180 meters Scaled)
 LH0569
 LH0569                          SUPERSEDED SURVEY CONTROL
 LH0569
 LH0569  NGVD 29 (??/??/92)  646.105  (m)         2119.76   (f) ADJ UNCH    2 0
 LH0569
 LH0569.Superseded values are not recommended for survey control.
 LH0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0569.See file dsdata.txt to determine how the superseded data were derived.
 LH0569
 LH0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML931378(NAD 83)
 LH0569_MARKER: DB = BENCH MARK DISK
 LH0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0569_STAMPING: P 122 1935
 LH0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0569+STABILITY: SURFACE MOTION
 LH0569
 LH0569  HISTORY     - Date     Condition        Report By
 LH0569  HISTORY     - 1935     MONUMENTED       CGS
 LH0569  HISTORY     - 1961     MARK NOT FOUND   NGS
 LH0569
 LH0569                          STATION DESCRIPTION
 LH0569
 LH0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0569'2 MI N FROM PLEASANTON.
 LH0569'2.0 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 LH0569'PLEASANTON, BUFFALO COUNTY, AT THE T-JUNCTION OF A PRIVATE
 LH0569'ROAD LEADING EAST TO THE W.A. STICKNEY FARMHOUSE, 40 FEET
 LH0569'EAST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH OF THE
 LH0569'CENTER LINE OF THE PRIVATE ROAD, 19 FEET NORTH OF A
 LH0569'POWER-TRANSMISSION LINE POLE, 2.5 FEET SOUTHEAST OF A FENCE
 LH0569'CORNER, AND 4 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.
 LH0569'A STANDARD DISK, STAMPED P 122 1935 AND SET IN THE TOP OF A
 LH0569'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LH0569
 LH0569                          STATION RECOVERY (1961)
 LH0569
 LH0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LH0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0452 ***********************************************************************
 NN0452  DESIGNATION -  P 126
 NN0452  PID         -  NN0452
 NN0452  STATE/COUNTY-  NE/HOLT
 NN0452  USGS QUAD   -  ABBOTT RANCH (1981)
 NN0452
 NN0452                         *CURRENT SURVEY CONTROL
 NN0452  ___________________________________________________________________
 NN0452* NAD 83(1986)-  42 05 34.     (N)    099 04 10.     (W)     SCALED    
 NN0452* NAVD 88     -       712.585  (meters)    2337.87   (feet)  ADJUSTED  
 NN0452  ___________________________________________________________________
 NN0452  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 NN0452  DYNAMIC HT  -         712.273 (meters)    2336.85  (feet)  COMP
 NN0452  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 NN0452
 NN0452  VERT ORDER  -  SECOND    CLASS 0
 NN0452
 NN0452.The horizontal coordinates were scaled from a topographic map and have
 NN0452.an estimated accuracy of +/- 6 seconds.
 NN0452
 NN0452.The orthometric height was determined by differential leveling
 NN0452.and adjusted by the National Geodetic Survey in June 1991..
 NN0452
 NN0452.The geoid height was determined by GEOID03.
 NN0452
 NN0452.The dynamic height is computed by dividing the NAVD 88
 NN0452.geopotential number by the normal gravity value computed on the
 NN0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0452.degrees latitude (g = 980.6199 gals.).
 NN0452
 NN0452.The modeled gravity was interpolated from observed gravity values.
 NN0452
 NN0452;                    North         East    Units  Estimated Accuracy
 NN0452;SPC NE       -   251,270.      576,960.      MT  (+/- 180 meters Scaled)
 NN0452
 NN0452                          SUPERSEDED SURVEY CONTROL
 NN0452
 NN0452  NGVD 29 (??/??/92)  712.329  (m)         2337.03   (f) ADJ UNCH    2 0
 NN0452
 NN0452.Superseded values are not recommended for survey control.
 NN0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0452.See file dsdata.txt to determine how the superseded data were derived.
 NN0452
 NN0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM942600(NAD 83)
 NN0452_MARKER: DB = BENCH MARK DISK
 NN0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0452_STAMPING: P 126 1935
 NN0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0452+STABILITY: SURFACE MOTION
 NN0452
 NN0452  HISTORY     - Date     Condition        Report By
 NN0452  HISTORY     - 1935     MONUMENTED       CGS
 NN0452
 NN0452                          STATION DESCRIPTION
 NN0452
 NN0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0452'22.8 MI N FROM BURWELL.
 NN0452'IN HOLT COUNTY, 22.8 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE
 NN0452'COUNTY COURTHOUSE AT BURWELL, GARFIELD COUNTY, 75 FEET SOUTH OF
 NN0452'A SMALL SAND HILL, 49.5 FEET EAST OF THE CENTER LINE OF THE
 NN0452'HIGHWAY, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET
 NN0452'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED P 126 1935 AND
 NN0452'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0238 ***********************************************************************
 NN0238  DESIGNATION -  P 127
 NN0238  PID         -  NN0238
 NN0238  STATE/COUNTY-  NE/HOLT
 NN0238  USGS QUAD   -  INMAN (1986)
 NN0238
 NN0238                         *CURRENT SURVEY CONTROL
 NN0238  ___________________________________________________________________
 NN0238* NAD 83(1986)-  42 25 26.     (N)    098 35 19.     (W)     SCALED    
 NN0238* NAVD 88     -       592.915  (meters)    1945.26   (feet)  ADJUSTED  
 NN0238  ___________________________________________________________________
 NN0238  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 NN0238  DYNAMIC HT  -         592.692 (meters)    1944.52  (feet)  COMP
 NN0238  MODELED GRAV-     980,225.9   (mgal)                       NAVD 88
 NN0238
 NN0238  VERT ORDER  -  SECOND    CLASS 0
 NN0238
 NN0238.The horizontal coordinates were scaled from a topographic map and have
 NN0238.an estimated accuracy of +/- 6 seconds.
 NN0238
 NN0238.The orthometric height was determined by differential leveling
 NN0238.and adjusted by the National Geodetic Survey in June 1991..
 NN0238
 NN0238.The geoid height was determined by GEOID03.
 NN0238
 NN0238.The dynamic height is computed by dividing the NAVD 88
 NN0238.geopotential number by the normal gravity value computed on the
 NN0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0238.degrees latitude (g = 980.6199 gals.).
 NN0238
 NN0238.The modeled gravity was interpolated from observed gravity values.
 NN0238
 NN0238;                    North         East    Units  Estimated Accuracy
 NN0238;SPC NE       -   288,580.      616,130.      MT  (+/- 180 meters Scaled)
 NN0238
 NN0238                          SUPERSEDED SURVEY CONTROL
 NN0238
 NN0238  NGVD 29 (??/??/92)  592.715  (m)         1944.60   (f) ADJ UNCH    2 0
 NN0238
 NN0238.Superseded values are not recommended for survey control.
 NN0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0238.See file dsdata.txt to determine how the superseded data were derived.
 NN0238
 NN0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM338969(NAD 83)
 NN0238_MARKER: DB = BENCH MARK DISK
 NN0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0238_STAMPING: P 127 1935
 NN0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0238+STABILITY: SURFACE MOTION
 NN0238
 NN0238  HISTORY     - Date     Condition        Report By
 NN0238  HISTORY     - 1935     MONUMENTED       CGS
 NN0238  HISTORY     - 1968     GOOD             NGS
 NN0238
 NN0238                          STATION DESCRIPTION
 NN0238
 NN0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NN0238'4 MI SE FROM O NEILL.
 NN0238'TO REACH THE STATION FROM THE STOP LIGHT IN THE CENTER OF
 NN0238'O NEILL, GO SOUTHEAST ON U.S. HIGHWAYS 20 AND 275 FOR 3.3 MILES
 NN0238'TO A BRIDGE OVER THE ELKHORN RIVER.  CONTINUE SOUTHEAST ON THE
 NN0238'HIGHWAY FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT TURN RIGHT
 NN0238'ACROSS RAILROAD TRACKS AND THE AZIMUTH MARK (BENCH MARK P 127)
 NN0238'ON THE RIGHT.  BENCH MARK P 127 (AZIMUTH MARK), A STANDARD COAST
 NN0238'AND GEODETIC SURVEY BENCH MARK DISK STAMPED P 127 1935, SET IN
 NN0238'THE TOP OF A 6-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 NN0238'SURFACE OF THE GROUND.  IT IS 45 FEET WEST OF THE WEST RAIL OF
 NN0238'RAILROAD TRACKS, 15 FEET NORTH OF THE CENTER OF A FIELD ROAD, 5
 NN0238'FEET SOUTHWEST OF A TELEGRAPH POLE, AND 0.5 FEET WEST OF A METAL
 NN0238'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1326 ***********************************************************************
 NM1326  DESIGNATION -  P 128
 NM1326  PID         -  NM1326
 NM1326  STATE/COUNTY-  NE/MADISON
 NM1326  USGS QUAD   -  TILDEN (1963)
 NM1326
 NM1326                         *CURRENT SURVEY CONTROL
 NM1326  ___________________________________________________________________
 NM1326* NAD 83(1986)-  42 02 47.     (N)    097 50 10.     (W)     SCALED    
 NM1326* NAVD 88     -       512.524  (meters)    1681.51   (feet)  ADJUSTED  
 NM1326  ___________________________________________________________________
 NM1326  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 NM1326  DYNAMIC HT  -         512.318 (meters)    1680.83  (feet)  COMP
 NM1326  MODELED GRAV-     980,204.0   (mgal)                       NAVD 88
 NM1326
 NM1326  VERT ORDER  -  SECOND    CLASS 0
 NM1326
 NM1326.The horizontal coordinates were scaled from a topographic map and have
 NM1326.an estimated accuracy of +/- 6 seconds.
 NM1326
 NM1326.The orthometric height was determined by differential leveling
 NM1326.and adjusted by the National Geodetic Survey in June 1991..
 NM1326
 NM1326.The geoid height was determined by GEOID03.
 NM1326
 NM1326.The dynamic height is computed by dividing the NAVD 88
 NM1326.geopotential number by the normal gravity value computed on the
 NM1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1326.degrees latitude (g = 980.6199 gals.).
 NM1326
 NM1326.The modeled gravity was interpolated from observed gravity values.
 NM1326
 NM1326;                    North         East    Units  Estimated Accuracy
 NM1326;SPC NE       -   247,950.      679,080.      MT  (+/- 180 meters Scaled)
 NM1326
 NM1326                          SUPERSEDED SURVEY CONTROL
 NM1326
 NM1326  NGVD 29 (??/??/92)  512.313  (m)         1680.81   (f) ADJ UNCH    2 0
 NM1326
 NM1326.Superseded values are not recommended for survey control.
 NM1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1326.See file dsdata.txt to determine how the superseded data were derived.
 NM1326
 NM1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM963555(NAD 83)
 NM1326_MARKER: DB = BENCH MARK DISK
 NM1326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1326_SP_SET: CONCRETE BASE
 NM1326_STAMPING: P-128-1935
 NM1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1326
 NM1326  HISTORY     - Date     Condition        Report By
 NM1326  HISTORY     - 1935     MONUMENTED       CGS
 NM1326  HISTORY     - 1950     GOOD             NGS
 NM1326
 NM1326                          STATION DESCRIPTION
 NM1326
 NM1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1326'AT TILDEN.
 NM1326'IN TILDEN, 88 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO.
 NM1326'8, 45 FEET SOUTH OF THE SOUTH SIDE OF SIDEWALK, A MARK SET
 NM1326'HORIZONTALLY IN THE NORTHEAST BASE OF THE CITY WATER TOWER.
 NM1326
 NM1326                          STATION RECOVERY (1950)
 NM1326
 NM1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 NM1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0335 ***********************************************************************
 LG0335  DESIGNATION -  P 13
 LG0335  PID         -  LG0335
 LG0335  STATE/COUNTY-  NE/SALINE
 LG0335  USGS QUAD   -  CRETE NORTH (1972)
 LG0335
 LG0335                         *CURRENT SURVEY CONTROL
 LG0335  ___________________________________________________________________
 LG0335* NAD 83(1986)-  40 38 43.     (N)    096 56 00.     (W)     SCALED    
 LG0335* NAVD 88     -       427.089  (meters)    1401.21   (feet)  ADJUSTED  
 LG0335  ___________________________________________________________________
 LG0335  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 LG0335  DYNAMIC HT  -         426.874 (meters)    1400.50  (feet)  COMP
 LG0335  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 LG0335
 LG0335  VERT ORDER  -  FIRST     CLASS II
 LG0335
 LG0335.The horizontal coordinates were scaled from a topographic map and have
 LG0335.an estimated accuracy of +/- 6 seconds.
 LG0335
 LG0335.The orthometric height was determined by differential leveling
 LG0335.and adjusted by the National Geodetic Survey in June 1991..
 LG0335
 LG0335.The geoid height was determined by GEOID03.
 LG0335
 LG0335.The dynamic height is computed by dividing the NAVD 88
 LG0335.geopotential number by the normal gravity value computed on the
 LG0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0335.degrees latitude (g = 980.6199 gals.).
 LG0335
 LG0335.The modeled gravity was interpolated from observed gravity values.
 LG0335
 LG0335;                    North         East    Units  Estimated Accuracy
 LG0335;SPC NE       -    94,750.      759,280.      MT  (+/- 180 meters Scaled)
 LG0335
 LG0335                          SUPERSEDED SURVEY CONTROL
 LG0335
 LG0335  NGVD 29 (??/??/92)  426.958  (m)         1400.78   (f) ADJ UNCH    1 2
 LG0335
 LG0335.Superseded values are not recommended for survey control.
 LG0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0335.See file dsdata.txt to determine how the superseded data were derived.
 LG0335
 LG0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL747014(NAD 83)
 LG0335_MARKER: DB = BENCH MARK DISK
 LG0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0335_STAMPING: 1400.578 P 13 1933
 LG0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0335+STABILITY: SURFACE MOTION
 LG0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0335+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1986
 LG0335
 LG0335  HISTORY     - Date     Condition        Report By
 LG0335  HISTORY     - 1933     MONUMENTED       CGS
 LG0335  HISTORY     - 1940     GOOD             NGS
 LG0335  HISTORY     - 19861117 MARK NOT FOUND   NGS
 LG0335  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0335
 LG0335                          STATION DESCRIPTION
 LG0335
 LG0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0335'2 MI NE FROM CRETE.
 LG0335'IN SALINE COUNTY, 2.0 MILES NORTHEAST ALONG THE CHICAGO,
 LG0335'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT CRETE,
 LG0335'SALINE COUNTY, 1.2 MILES SOUTHWEST OF BERKS, LANCASTER COUNTY,
 LG0335'64 FEET WEST OF A WESTBOUND SEMAPHORE, AT A ROAD CROSSING, 47
 LG0335'FEET NORTHWEST OF THE CENTER OF THE CROSSING, 45 FEET NORTHWEST
 LG0335'OF THE CENTERLINE OF THE TRACK, 28 FEET WEST OF THE CENTERLINE
 LG0335'OF THE ROAD, 10 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE,
 LG0335'10 FEET SOUTHEAST OF A FENCE CORNER, AND 3 FEET EAST OF A WHITE
 LG0335'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1400.578 P 13
 LG0335'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT
 LG0335'ABOVE GROUND.
 LG0335
 LG0335                          STATION RECOVERY (1986)
 LG0335
 LG0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0335'MARK NOT FOUND.
 LG0335
 LG0335                          STATION RECOVERY (1991)
 LG0335
 LG0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0335'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 LG0335'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0353 ***********************************************************************
 NO0353  DESIGNATION -  P 130
 NO0353  PID         -  NO0353
 NO0353  STATE/COUNTY-  NE/CHERRY
 NO0353  USGS QUAD   -  MERRIMAN (1990)
 NO0353
 NO0353                         *CURRENT SURVEY CONTROL
 NO0353  ___________________________________________________________________
 NO0353* NAD 83(1986)-  42 53 47.     (N)    101 42 04.     (W)     SCALED    
 NO0353* NAVD 88     -       992.954  (meters)    3257.72   (feet)  ADJUSTED  
 NO0353  ___________________________________________________________________
 NO0353  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 NO0353  DYNAMIC HT  -         992.517 (meters)    3256.28  (feet)  COMP
 NO0353  MODELED GRAV-     980,146.3   (mgal)                       NAVD 88
 NO0353
 NO0353  VERT ORDER  -  SECOND    CLASS 0
 NO0353
 NO0353.The horizontal coordinates were scaled from a topographic map and have
 NO0353.an estimated accuracy of +/- 6 seconds.
 NO0353
 NO0353.The orthometric height was determined by differential leveling
 NO0353.and adjusted by the National Geodetic Survey in June 1991..
 NO0353
 NO0353.The geoid height was determined by GEOID03.
 NO0353
 NO0353.The dynamic height is computed by dividing the NAVD 88
 NO0353.geopotential number by the normal gravity value computed on the
 NO0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0353.degrees latitude (g = 980.6199 gals.).
 NO0353
 NO0353.The modeled gravity was interpolated from observed gravity values.
 NO0353
 NO0353;                    North         East    Units  Estimated Accuracy
 NO0353;SPC NE       -   341,480.      361,070.      MT  (+/- 180 meters Scaled)
 NO0353
 NO0353                          SUPERSEDED SURVEY CONTROL
 NO0353
 NO0353  NGVD 29 (??/??/92)  992.536  (m)         3256.35   (f) ADJ UNCH    2 0
 NO0353
 NO0353.Superseded values are not recommended for survey control.
 NO0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0353.See file dsdata.txt to determine how the superseded data were derived.
 NO0353
 NO0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN794528(NAD 83)
 NO0353_MARKER: DB = BENCH MARK DISK
 NO0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0353_STAMPING: P 130 1934
 NO0353_MARK LOGO: CGS   
 NO0353_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0353+STABILITY: SURFACE MOTION
 NO0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0353+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1999
 NO0353
 NO0353  HISTORY     - Date     Condition        Report By
 NO0353  HISTORY     - 1934     MONUMENTED       CGS
 NO0353  HISTORY     - 1948     GOOD             NGS
 NO0353  HISTORY     - 19990914 GOOD             NEDR
 NO0353
 NO0353                          STATION DESCRIPTION
 NO0353
 NO0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0353'1.6 MI S FROM MERRIMAN.
 NO0353'1.6 MILES SOUTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0353'COUNTY, AT A CORNER WHERE THE OLD ROAD TURNS EAST, 1/4 MILE NORTHEAST
 NO0353'OF THE ONLY GROVE OF TREES IN SIGHT, AT THE SOUTH EDGE OF A
 NO0353'RANGE OF SAND HILLS, AND ABOUT 66 YARDS EAST OF THE CENTERLINE
 NO0353'OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 130 1934 AND SET IN
 NO0353'THE TOP OF A CONCRETE POST.  MONUMENT IS 60 FEET WEST OF STATE
 NO0353'HIGHWAY 61, ABOUT 60 FEET SOUTH-SOUTHEAST OF CORNER OF FENCES
 NO0353'NORTH AND WEST AND SOUTHEAST.
 NO0353
 NO0353                          STATION RECOVERY (1999)
 NO0353
 NO0353'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 NO0353'TO REACH FROM THE WEST JUNCTION OF U.S HIGHWAY 20 AND STATE HIGHWAY
 NO0353'61, AT MERRIMAN, GO SOUTH ON HIGHWAY 61 FOR 1.60 MI (2.57 KM) TO THE
 NO0353'MARK ON THE RIGHT AT HIGHWAY MILEPOST 224+18, ON RIGHT-OF-WAY AND IN
 NO0353'SEC29, T34N, R37W.  IT IS 80.4 FT (24.5 M) WEST OF THE CENTERLINE OF
 NO0353'THE HIGHWAY, 38.25 FT (11.66 M) SOUTH OF FENCE CORNER POST OF A FENCE
 NO0353'LEADING WEST FROM THE RIGHT-OF-WAY AND 12.8 FT (3.9 M) WEST FROM A
 NO0353'WITNESS POST AND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0582 ***********************************************************************
 MK0582  DESIGNATION -  P 131
 MK0582  PID         -  MK0582
 MK0582  STATE/COUNTY-  NE/DODGE
 MK0582  USGS QUAD   -  FREMONT EAST (1983)
 MK0582
 MK0582                         *CURRENT SURVEY CONTROL
 MK0582  ___________________________________________________________________
 MK0582* NAD 83(1986)-  41 26 12.     (N)    096 29 48.     (W)     SCALED    
 MK0582* NAVD 88     -       365.394  (meters)    1198.80   (feet)  ADJUSTED  
 MK0582  ___________________________________________________________________
 MK0582  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 MK0582  DYNAMIC HT  -         365.229 (meters)    1198.26  (feet)  COMP
 MK0582  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 MK0582
 MK0582  VERT ORDER  -  SECOND    CLASS 0
 MK0582
 MK0582.The horizontal coordinates were scaled from a topographic map and have
 MK0582.an estimated accuracy of +/- 6 seconds.
 MK0582
 MK0582.The orthometric height was determined by differential leveling
 MK0582.and adjusted by the National Geodetic Survey in June 1991..
 MK0582
 MK0582.The geoid height was determined by GEOID03.
 MK0582
 MK0582.The dynamic height is computed by dividing the NAVD 88
 MK0582.geopotential number by the normal gravity value computed on the
 MK0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0582.degrees latitude (g = 980.6199 gals.).
 MK0582
 MK0582.The modeled gravity was interpolated from observed gravity values.
 MK0582
 MK0582;                    North         East    Units  Estimated Accuracy
 MK0582;SPC NE       -   183,940.      792,620.      MT  (+/- 180 meters Scaled)
 MK0582
 MK0582                          SUPERSEDED SURVEY CONTROL
 MK0582
 MK0582  NGVD 29 (??/??/92)  365.246  (m)         1198.31   (f) ADJ UNCH    2 0
 MK0582
 MK0582.Superseded values are not recommended for survey control.
 MK0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0582.See file dsdata.txt to determine how the superseded data were derived.
 MK0582
 MK0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL091902(NAD 83)
 MK0582_MARKER: DB = BENCH MARK DISK
 MK0582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0582_SP_SET: BUILDING
 MK0582_STAMPING: P 131 1934
 MK0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0582
 MK0582  HISTORY     - Date     Condition        Report By
 MK0582  HISTORY     - 1934     MONUMENTED       CGS
 MK0582  HISTORY     - 1938     GOOD             NGS
 MK0582
 MK0582                          STATION DESCRIPTION
 MK0582
 MK0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0582'IN FREMONT.
 MK0582'IN FREMONT, A VERTICAL MARK IN THE NORTH FACE OF THE CITY LIGHT
 MK0582'AND WATER DEPARTMENT BUILDING, 43.0 FEET EAST OF THE NORTH
 MK0582'ENTRANCE, 27 FEET WEST OF THE NORTHWEST CORNER OF BUILDING,
 MK0582'4.0 FEET ABOVE THE LEVEL OF GROUND EAST.
 MK0582
 MK0582                          STATION RECOVERY (1938)
 MK0582
 MK0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MK0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0583 ***********************************************************************
 MK0583  DESIGNATION -  P 131 RESET
 MK0583  PID         -  MK0583
 MK0583  STATE/COUNTY-  NE/DODGE
 MK0583  USGS QUAD   -  FREMONT EAST (1983)
 MK0583
 MK0583                         *CURRENT SURVEY CONTROL
 MK0583  ___________________________________________________________________
 MK0583* NAD 83(1986)-  41 26 12.     (N)    096 29 48.     (W)     SCALED    
 MK0583* NAVD 88     -       365.39   (+/-2cm)    1198.8    (feet)  VERTCON   
 MK0583  ___________________________________________________________________
 MK0583  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 MK0583
 MK0583  VERT ORDER  -  THIRD (See Below)
 MK0583
 MK0583.The horizontal coordinates were scaled from a topographic map and have
 MK0583.an estimated accuracy of +/- 6 seconds.
 MK0583
 MK0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK0583.The vertical order pertains to the NGVD 29 superseded value.
 MK0583
 MK0583.The geoid height was determined by GEOID03.
 MK0583
 MK0583;                    North         East    Units  Estimated Accuracy
 MK0583;SPC NE       -   183,940.      792,620.      MT  (+/- 180 meters Scaled)
 MK0583
 MK0583                          SUPERSEDED SURVEY CONTROL
 MK0583
 MK0583  NGVD 29 (??/??/??)  365.25   (m)         1198.3    (f) RESET       3  
 MK0583
 MK0583.Superseded values are not recommended for survey control.
 MK0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0583.See file dsdata.txt to determine how the superseded data were derived.
 MK0583
 MK0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL091902(NAD 83)
 MK0583_MARKER: DB = BENCH MARK DISK
 MK0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0583_SP_SET: BUILDING
 MK0583_STAMPING: P 131 RESET 1949
 MK0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0583+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 MK0583
 MK0583  HISTORY     - Date     Condition        Report By
 MK0583  HISTORY     - 1949     MONUMENTED       LOCENG
 MK0583  HISTORY     - 20050604 GOOD             INDIV
 MK0583
 MK0583                          STATION DESCRIPTION
 MK0583
 MK0583'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 MK0583'AT FREMONT.
 MK0583'AT FREMONT, DODGE COUNTY, AT THE DEPARTMENT OF UTILITIES BUILDING,
 MK0583'IN THE NORTHWALL NEAR THE MIDDLE OF THE BUILDING, 51 FEET WEST
 MK0583'OF THE NORTHEAST CORNER, 19 FEET EAST OF THE ENTRANCE, AND 4 FEET
 MK0583'ABOVE THE GROUND.  A STANDARD DISK, STAMPED P 131 RESET 1949
 MK0583'AND SET VERTICALLY.
 MK0583
 MK0583                          STATION RECOVERY (2005)
 MK0583
 MK0583'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 MK0583'THE MARKER IS CURRENTLY 4.7 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1108 ***********************************************************************
 MK1108  DESIGNATION -  P 132
 MK1108  PID         -  MK1108
 MK1108  STATE/COUNTY-  NE/DODGE
 MK1108  USGS QUAD   -  UEHLING (1966)
 MK1108
 MK1108                         *CURRENT SURVEY CONTROL
 MK1108  ___________________________________________________________________
 MK1108* NAD 83(1986)-  41 37 47.     (N)    096 36 53.     (W)     SCALED    
 MK1108* NAVD 88     -       377.654  (meters)    1239.02   (feet)  ADJUSTED  
 MK1108  ___________________________________________________________________
 MK1108  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 MK1108  DYNAMIC HT  -         377.503 (meters)    1238.52  (feet)  COMP
 MK1108  MODELED GRAV-     980,211.7   (mgal)                       NAVD 88
 MK1108
 MK1108  VERT ORDER  -  SECOND    CLASS 0
 MK1108
 MK1108.The horizontal coordinates were scaled from a topographic map and have
 MK1108.an estimated accuracy of +/- 6 seconds.
 MK1108
 MK1108.The orthometric height was determined by differential leveling
 MK1108.and adjusted by the National Geodetic Survey in June 1991..
 MK1108
 MK1108.The geoid height was determined by GEOID03.
 MK1108
 MK1108.The dynamic height is computed by dividing the NAVD 88
 MK1108.geopotential number by the normal gravity value computed on the
 MK1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1108.degrees latitude (g = 980.6199 gals.).
 MK1108
 MK1108.The modeled gravity was interpolated from observed gravity values.
 MK1108
 MK1108;                    North         East    Units  Estimated Accuracy
 MK1108;SPC NE       -   204,970.      781,930.      MT  (+/- 180 meters Scaled)
 MK1108
 MK1108                          SUPERSEDED SURVEY CONTROL
 MK1108
 MK1108  NGVD 29 (??/??/92)  377.511  (m)         1238.55   (f) ADJ UNCH    2 0
 MK1108
 MK1108.Superseded values are not recommended for survey control.
 MK1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1108.See file dsdata.txt to determine how the superseded data were derived.
 MK1108
 MK1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM986114(NAD 83)
 MK1108_MARKER: DB = BENCH MARK DISK
 MK1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1108_STAMPING: P-132-1935
 MK1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1108+STABILITY: SURFACE MOTION
 MK1108
 MK1108  HISTORY     - Date     Condition        Report By
 MK1108  HISTORY     - 1935     MONUMENTED       CGS
 MK1108  HISTORY     - 1965     MARK NOT FOUND   NGS
 MK1108
 MK1108                          STATION DESCRIPTION
 MK1108
 MK1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1108'3.7 MI E FROM SCRIBNER.
 MK1108'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER
 MK1108'AND HUMPHREY, 67 FEET NORTHWEST OF CENTER OF CROSSING OF RAILROAD
 MK1108'AND DIRT ROAD, 43.0 FEET NORTH OF THE NORTH RAIL, 2.0 FEET
 MK1108'BELOW THE LEVEL OF TRACK.
 MK1108
 MK1108                          STATION RECOVERY (1965)
 MK1108
 MK1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MK1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1171 ***********************************************************************
 MK1171  DESIGNATION -  P 133
 MK1171  PID         -  MK1171
 MK1171  STATE/COUNTY-  NE/COLFAX
 MK1171  USGS QUAD   -  CLARKSON SE (1966)
 MK1171
 MK1171                         *CURRENT SURVEY CONTROL
 MK1171  ___________________________________________________________________
 MK1171* NAD 83(1986)-  41 37 10.     (N)    097 03 32.     (W)     SCALED    
 MK1171* NAVD 88     -       475.005  (meters)    1558.41   (feet)  ADJUSTED  
 MK1171  ___________________________________________________________________
 MK1171  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 MK1171  DYNAMIC HT  -         474.800 (meters)    1557.74  (feet)  COMP
 MK1171  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 MK1171
 MK1171  VERT ORDER  -  SECOND    CLASS 0
 MK1171
 MK1171.The horizontal coordinates were scaled from a topographic map and have
 MK1171.an estimated accuracy of +/- 6 seconds.
 MK1171
 MK1171.The orthometric height was determined by differential leveling
 MK1171.and adjusted by the National Geodetic Survey in June 1991..
 MK1171
 MK1171.The geoid height was determined by GEOID03.
 MK1171
 MK1171.The dynamic height is computed by dividing the NAVD 88
 MK1171.geopotential number by the normal gravity value computed on the
 MK1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1171.degrees latitude (g = 980.6199 gals.).
 MK1171
 MK1171.The modeled gravity was interpolated from observed gravity values.
 MK1171
 MK1171;                    North         East    Units  Estimated Accuracy
 MK1171;SPC NE       -   202,470.      744,990.      MT  (+/- 180 meters Scaled)
 MK1171
 MK1171                          SUPERSEDED SURVEY CONTROL
 MK1171
 MK1171  NGVD 29 (??/??/92)  474.821  (m)         1557.81   (f) ADJ UNCH    2 0
 MK1171
 MK1171.Superseded values are not recommended for survey control.
 MK1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1171.See file dsdata.txt to determine how the superseded data were derived.
 MK1171
 MK1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM617093(NAD 83)
 MK1171_MARKER: DB = BENCH MARK DISK
 MK1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1171_STAMPING: P-133-1935
 MK1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1171+STABILITY: SURFACE MOTION
 MK1171
 MK1171  HISTORY     - Date     Condition        Report By
 MK1171  HISTORY     - 1935     MONUMENTED       CGS
 MK1171  HISTORY     - 1941     GOOD             NGS
 MK1171
 MK1171                          STATION DESCRIPTION
 MK1171
 MK1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1171'11.8 MI N FROM SCHUYLER.
 MK1171'ALONG STATE HIGHWAY NO. 15 BETWEEN SCHUYLER AND PILGER, 0.1 MILES
 MK1171'NORTH OF J.E. BRIGHACEK MAIL BOX, 27.9 FEET EAST OF THE CENTER
 MK1171'LINE OF HIGHWAY, 3.4 FEET WEST OF FENCE LINE RUNNING NORTH AND
 MK1171'SOUTH, OPPOSITE JUNCTION OF EAST AND WEST FENCE.
 MK1171
 MK1171                          STATION RECOVERY (1941)
 MK1171
 MK1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MK1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1172 ***********************************************************************
 MK1172  DESIGNATION -  P 133 RESET
 MK1172  PID         -  MK1172
 MK1172  STATE/COUNTY-  NE/COLFAX
 MK1172  USGS QUAD   -  CLARKSON SE (1966)
 MK1172
 MK1172                         *CURRENT SURVEY CONTROL
 MK1172  ___________________________________________________________________
 MK1172* NAD 83(1986)-  41 37 10.     (N)    097 03 31.     (W)     SCALED    
 MK1172* NAVD 88     -       474.66   (meters)    1557.3    (feet)  RESET     
 MK1172  ___________________________________________________________________
 MK1172  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 MK1172
 MK1172  VERT ORDER  -  THIRD
 MK1172
 MK1172.The horizontal coordinates were scaled from a topographic map and have
 MK1172.an estimated accuracy of +/- 6 seconds.
 MK1172
 MK1172.The orthometric height was computed from unverified reset data.
 MK1172
 MK1172.The geoid height was determined by GEOID03.
 MK1172
 MK1172;                    North         East    Units  Estimated Accuracy
 MK1172;SPC NE       -   202,470.      745,010.      MT  (+/- 180 meters Scaled)
 MK1172
 MK1172                          SUPERSEDED SURVEY CONTROL
 MK1172
 MK1172.No superseded survey control is available for this station.
 MK1172
 MK1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM617093(NAD 83)
 MK1172_MARKER: DB = BENCH MARK DISK
 MK1172_SETTING: 0 = UNSPECIFIED SETTING
 MK1172_STAMPING: P 133 RESET 1960
 MK1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1172
 MK1172  HISTORY     - Date     Condition        Report By
 MK1172  HISTORY     - 1960     MONUMENTED       CGS
 MK1172
 MK1172                          STATION DESCRIPTION
 MK1172
 MK1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1172'11.8 MI N FROM SCHUYLER.
 MK1172'11.8 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE UNION PACIFIC
 MK1172'RAILROAD STATION AT SCHUYLER, COLFAX COUNTY, 10.3 MILES SOUTHEAST
 MK1172'OF CLARKSON, AT A HALF-SECTION LINE FENCE RUNNING EAST AND WEST,
 MK1172'60 FEET EAST OF THE CENTER OF STATE HIGHWAY 15, 3 FEET NORTH OF
 MK1172'AN EAST WEST FENCE, ONE FOOT NORTH OF A NEW STEEL WITNESS POST
 MK1172'AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1173 ***********************************************************************
 MK1173  DESIGNATION -  P 133 RESET
 MK1173  PID         -  MK1173
 MK1173  STATE/COUNTY-  NE/COLFAX
 MK1173  USGS QUAD   -  CLARKSON SE (1966)
 MK1173
 MK1173                         *CURRENT SURVEY CONTROL
 MK1173  ___________________________________________________________________
 MK1173* NAD 83(1986)-  41 37 10.     (N)    097 03 32.     (W)     SCALED    
 MK1173* NAVD 88     -       474.39   (+/-2cm)    1556.4    (feet)  VERTCON   
 MK1173  ___________________________________________________________________
 MK1173  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 MK1173
 MK1173  VERT ORDER  -  THIRD (See Below)
 MK1173
 MK1173.The horizontal coordinates were scaled from a topographic map and have
 MK1173.an estimated accuracy of +/- 6 seconds.
 MK1173
 MK1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1173.The vertical order pertains to the NGVD 29 superseded value.
 MK1173
 MK1173.The geoid height was determined by GEOID03.
 MK1173
 MK1173;                    North         East    Units  Estimated Accuracy
 MK1173;SPC NE       -   202,470.      744,990.      MT  (+/- 180 meters Scaled)
 MK1173
 MK1173                          SUPERSEDED SURVEY CONTROL
 MK1173
 MK1173  NGVD 29 (??/??/??)  474.21   (m)         1555.8    (f) RESET       3  
 MK1173
 MK1173.Superseded values are not recommended for survey control.
 MK1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1173.See file dsdata.txt to determine how the superseded data were derived.
 MK1173
 MK1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM617093(NAD 83)
 MK1173_MARKER: DB = BENCH MARK DISK
 MK1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1173_STAMPING: P 133 RESET 1960
 MK1173_MARK LOGO: CGS   
 MK1173_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1173+STABILITY: SURFACE MOTION
 MK1173
 MK1173  HISTORY     - Date     Condition        Report By
 MK1173  HISTORY     - 1960     MONUMENTED       CGS
 MK1173  HISTORY     - 1961     GOOD             NGS
 MK1173  HISTORY     - 19890414 GOOD             NEDR
 MK1173
 MK1173                          STATION DESCRIPTION
 MK1173
 MK1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MK1173'11.8 MI N FROM SCHUYLER.
 MK1173'11.8 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE UNION PACIFIC
 MK1173'RAILROAD STATION AT SCHUYLER, 10.3 MILE SOUTHEAST OF CLARKSON,
 MK1173'AT A HALF-SECTION LINE FENCE RUNNING EAST AND WEST, 60 FEET EAST
 MK1173'OF THE CENTER OF STATE HIGHWAY 15, 1.5 FEET NORTHWEST OF CORNER
 MK1173'FENCE POST, SET IN TOP OF CONCRETE POST PROJECTING 4 INCHES
 MK1173'ABOVE GROUND.
 MK1173
 MK1173                          STATION RECOVERY (1989)
 MK1173
 MK1173'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1989 (HED)
 MK1173'TO REACH FROM THE POST OFFICE IN SCHUYLER, GO WEST ON EAST 11TH STREET
 MK1173'FOR 1 BLOCK, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 15 FOR 12.05 MI
 MK1173'(19.39 KM) TO THE MARK, 59.5 FT (18.1 M) SLOPE DISTANCE EAST FROM THE
 MK1173'CENTERLINE OF THE HIGHWAY, 3.8 FT (1.2 M) NORTH OF A CORNER FENCE
 MK1173'POST, 1.0 FT (0.3 M) WEST FROM A FIBERGLASS WITNESS POST AND SET INTO
 MK1173'THE TOP OF A CONCRETE POST THAT IS RECESSED 0.2 FT (6.1 CM) BELOW THE
 MK1173'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0697 ***********************************************************************
 LG0697  DESIGNATION -  P 135
 LG0697  PID         -  LG0697
 LG0697  STATE/COUNTY-  NE/YORK
 LG0697  USGS QUAD   -  YORK NORTH (1980)
 LG0697
 LG0697                         *CURRENT SURVEY CONTROL
 LG0697  ___________________________________________________________________
 LG0697* NAD 83(1986)-  40 54 05.     (N)    097 36 20.     (W)     SCALED    
 LG0697* NAVD 88     -       507.490  (meters)    1664.99   (feet)  ADJUSTED  
 LG0697  ___________________________________________________________________
 LG0697  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 LG0697  DYNAMIC HT  -         507.224 (meters)    1664.12  (feet)  COMP
 LG0697  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 LG0697
 LG0697  VERT ORDER  -  SECOND    CLASS 0
 LG0697
 LG0697.The horizontal coordinates were scaled from a topographic map and have
 LG0697.an estimated accuracy of +/- 6 seconds.
 LG0697
 LG0697.The orthometric height was determined by differential leveling
 LG0697.and adjusted by the National Geodetic Survey in June 1991..
 LG0697
 LG0697.The geoid height was determined by GEOID03.
 LG0697
 LG0697.The dynamic height is computed by dividing the NAVD 88
 LG0697.geopotential number by the normal gravity value computed on the
 LG0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0697.degrees latitude (g = 980.6199 gals.).
 LG0697
 LG0697.The modeled gravity was interpolated from observed gravity values.
 LG0697
 LG0697;                    North         East    Units  Estimated Accuracy
 LG0697;SPC NE       -   121,380.      701,670.      MT  (+/- 180 meters Scaled)
 LG0697
 LG0697                          SUPERSEDED SURVEY CONTROL
 LG0697
 LG0697  NGVD 29 (??/??/92)  507.289  (m)         1664.33   (f) ADJ UNCH    2 0
 LG0697
 LG0697.Superseded values are not recommended for survey control.
 LG0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0697.See file dsdata.txt to determine how the superseded data were derived.
 LG0697
 LG0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL174287(NAD 83)
 LG0697_MARKER: DB = BENCH MARK DISK
 LG0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0697_STAMPING: P 135 1935
 LG0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0697+STABILITY: SURFACE MOTION
 LG0697
 LG0697  HISTORY     - Date     Condition        Report By
 LG0697  HISTORY     - 1935     MONUMENTED       CGS
 LG0697  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0697
 LG0697                          STATION DESCRIPTION
 LG0697
 LG0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0697'2.2 MI N FROM YORK.
 LG0697'2.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0697'FROM THE STATION AT YORK, YORK COUNTY, 35 RAILS NORTH OF MILEPOST
 LG0697'137, AT A ROAD CROSSING, 58 FEET NORTHEAST OF THE CENTER OF THE
 LG0697'CROSSING, 14.4 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 LG0697'AND 3 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED P 135
 LG0697'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0697
 LG0697                          STATION RECOVERY (1967)
 LG0697
 LG0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1612 ***********************************************************************
 MK1612  DESIGNATION -  P 136
 MK1612  PID         -  MK1612
 MK1612  STATE/COUNTY-  NE/NANCE
 MK1612  USGS QUAD   -  FULLERTON (1958)
 MK1612
 MK1612                         *CURRENT SURVEY CONTROL
 MK1612  ___________________________________________________________________
 MK1612* NAD 83(1986)-  41 20 11.     (N)    097 58 57.     (W)     SCALED    
 MK1612* NAVD 88     -       497.330  (meters)    1631.66   (feet)  ADJUSTED  
 MK1612  ___________________________________________________________________
 MK1612  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 MK1612  DYNAMIC HT  -         497.099 (meters)    1630.90  (feet)  COMP
 MK1612  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 MK1612
 MK1612  VERT ORDER  -  SECOND    CLASS 0
 MK1612
 MK1612.The horizontal coordinates were scaled from a topographic map and have
 MK1612.an estimated accuracy of +/- 6 seconds.
 MK1612
 MK1612.The orthometric height was determined by differential leveling
 MK1612.and adjusted by the National Geodetic Survey in June 1991..
 MK1612
 MK1612.The geoid height was determined by GEOID03.
 MK1612
 MK1612.The dynamic height is computed by dividing the NAVD 88
 MK1612.geopotential number by the normal gravity value computed on the
 MK1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1612.degrees latitude (g = 980.6199 gals.).
 MK1612
 MK1612.The modeled gravity was interpolated from observed gravity values.
 MK1612
 MK1612;                    North         East    Units  Estimated Accuracy
 MK1612;SPC NE       -   168,850.      668,810.      MT  (+/- 180 meters Scaled)
 MK1612
 MK1612                          SUPERSEDED SURVEY CONTROL
 MK1612
 MK1612  NGVD 29 (??/??/92)  497.111  (m)         1630.94   (f) ADJ UNCH    2 0
 MK1612
 MK1612.Superseded values are not recommended for survey control.
 MK1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1612.See file dsdata.txt to determine how the superseded data were derived.
 MK1612
 MK1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL851766(NAD 83)
 MK1612_MARKER: DB = BENCH MARK DISK
 MK1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1612_STAMPING: P 136 1935
 MK1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1612+STABILITY: SURFACE MOTION
 MK1612
 MK1612  HISTORY     - Date     Condition        Report By
 MK1612  HISTORY     - 1935     MONUMENTED       CGS
 MK1612  HISTORY     - 1957     MARK NOT FOUND   NGS
 MK1612
 MK1612                          STATION DESCRIPTION
 MK1612
 MK1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MK1612'2.6 MI S FROM FULLERTON.
 MK1612'2.6 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 MK1612'FULLERTON, NANCE COUNTY, 600 FEET WEST OF THE HIGHWAY, ON THE
 MK1612'OLD HIGHWAY, 0.2 MILE WEST OF A FARMHOUSE, 36.5 FEET EAST OF
 MK1612'THE CENTER LINE OF THE OLD HIGHWAY, AND 2 FEET NORTH OF A WHITE
 MK1612'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED P 136 1935 AND
 MK1612'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0535 ***********************************************************************
 LG0535  DESIGNATION -  P 137
 LG0535  PID         -  LG0535
 LG0535  STATE/COUNTY-  NE/YORK
 LG0535  USGS QUAD   -  WACO (1969)
 LG0535
 LG0535                         *CURRENT SURVEY CONTROL
 LG0535  ___________________________________________________________________
 LG0535* NAD 83(1986)-  40 59 35.     (N)    097 26 41.     (W)     SCALED    
 LG0535* NAVD 88     -       473.503  (meters)    1553.48   (feet)  ADJUSTED  
 LG0535  ___________________________________________________________________
 LG0535  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 LG0535  DYNAMIC HT  -         473.262 (meters)    1552.69  (feet)  COMP
 LG0535  MODELED GRAV-     980,101.0   (mgal)                       NAVD 88
 LG0535
 LG0535  VERT ORDER  -  SECOND    CLASS 0
 LG0535
 LG0535.The horizontal coordinates were scaled from a topographic map and have
 LG0535.an estimated accuracy of +/- 6 seconds.
 LG0535
 LG0535.The orthometric height was determined by differential leveling
 LG0535.and adjusted by the National Geodetic Survey in June 1991..
 LG0535
 LG0535.The geoid height was determined by GEOID03.
 LG0535
 LG0535.The dynamic height is computed by dividing the NAVD 88
 LG0535.geopotential number by the normal gravity value computed on the
 LG0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0535.degrees latitude (g = 980.6199 gals.).
 LG0535
 LG0535.The modeled gravity was interpolated from observed gravity values.
 LG0535
 LG0535;                    North         East    Units  Estimated Accuracy
 LG0535;SPC NE       -   131,940.      714,920.      MT  (+/- 180 meters Scaled)
 LG0535
 LG0535                          SUPERSEDED SURVEY CONTROL
 LG0535
 LG0535  NGVD 29 (??/??/92)  473.310  (m)         1552.85   (f) ADJ UNCH    2 0
 LG0535
 LG0535.Superseded values are not recommended for survey control.
 LG0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0535.See file dsdata.txt to determine how the superseded data were derived.
 LG0535
 LG0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL308391(NAD 83)
 LG0535_MARKER: DB = BENCH MARK DISK
 LG0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0535_STAMPING: P 137 1935
 LG0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0535+STABILITY: SURFACE MOTION
 LG0535
 LG0535  HISTORY     - Date     Condition        Report By
 LG0535  HISTORY     - 1935     MONUMENTED       CGS
 LG0535  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0535
 LG0535                          STATION DESCRIPTION
 LG0535
 LG0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0535'3 MI NE FROM THAYER.
 LG0535'3 MILES NORTHEAST ALONG THE ABANDONED CHICAGO AND NORTH WESTERN
 LG0535'RAILWAY FROM THE STATION AT THAYER, YORK COUNTY, 130.4 FEET
 LG0535'SOUTHWEST OF A ROAD CROSSING, 43.8 FEET SOUTH OF THE OLD ROADBED,
 LG0535'AND 3.5 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED P 137
 LG0535'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0535
 LG0535                          STATION RECOVERY (1967)
 LG0535
 LG0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0143 ***********************************************************************
 LH0143  DESIGNATION -  P 138
 LH0143  PID         -  LH0143
 LH0143  STATE/COUNTY-  NE/HAMILTON
 LH0143  USGS QUAD   -  PHILLIPS (1962)
 LH0143
 LH0143                         *CURRENT SURVEY CONTROL
 LH0143  ___________________________________________________________________
 LH0143* NAD 83(1986)-  40 53 31.     (N)    098 11 15.     (W)     SCALED    
 LH0143* NAVD 88     -       573.092  (meters)    1880.22   (feet)  ADJUSTED  
 LH0143  ___________________________________________________________________
 LH0143  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 LH0143  DYNAMIC HT  -         572.792 (meters)    1879.24  (feet)  COMP
 LH0143  MODELED GRAV-     980,081.5   (mgal)                       NAVD 88
 LH0143
 LH0143  VERT ORDER  -  SECOND    CLASS 0
 LH0143
 LH0143.The horizontal coordinates were scaled from a topographic map and have
 LH0143.an estimated accuracy of +/- 6 seconds.
 LH0143
 LH0143.The orthometric height was determined by differential leveling
 LH0143.and adjusted by the National Geodetic Survey in June 1991..
 LH0143
 LH0143.The geoid height was determined by GEOID03.
 LH0143
 LH0143.The dynamic height is computed by dividing the NAVD 88
 LH0143.geopotential number by the normal gravity value computed on the
 LH0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0143.degrees latitude (g = 980.6199 gals.).
 LH0143
 LH0143.The modeled gravity was interpolated from observed gravity values.
 LH0143
 LH0143;                    North         East    Units  Estimated Accuracy
 LH0143;SPC NE       -   119,140.      652,690.      MT  (+/- 180 meters Scaled)
 LH0143
 LH0143                          SUPERSEDED SURVEY CONTROL
 LH0143
 LH0143  NGVD 29 (??/??/92)  572.856  (m)         1879.45   (f) ADJ UNCH    2 0
 LH0143
 LH0143.Superseded values are not recommended for survey control.
 LH0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0143.See file dsdata.txt to determine how the superseded data were derived.
 LH0143
 LH0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL684270(NAD 83)
 LH0143_MARKER: DB = BENCH MARK DISK
 LH0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0143_STAMPING: P 138 1935
 LH0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0143+STABILITY: SURFACE MOTION
 LH0143
 LH0143  HISTORY     - Date     Condition        Report By
 LH0143  HISTORY     - 1935     MONUMENTED       CGS
 LH0143  HISTORY     - 1950     GOOD             NGS
 LH0143  HISTORY     - 1950     GOOD             NGS
 LH0143  HISTORY     - 1977     GOOD             LOCENG
 LH0143
 LH0143                          STATION DESCRIPTION
 LH0143
 LH0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LH0143'1.4 MI E FROM PHILLIPS.
 LH0143'1.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0143'FROM THE STATION AT PHILIPS, AT A ROAD CROSSING, 73.4 FEET EAST
 LH0143'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 66.3 FEET NORTH
 LH0143'OF THE NORTH RAIL, 1.5 FEET SOUTH OF A FENCE, 81 FEET NORTH OF
 LH0143'A SWITCH BOX, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 LH0143'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LH0143
 LH0143                          STATION RECOVERY (1950)
 LH0143
 LH0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LH0143'RECOVERED IN GOOD CONDITION.
 LH0143
 LH0143                          STATION RECOVERY (1977)
 LH0143
 LH0143'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LH0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0120 ***********************************************************************
 MK0120  DESIGNATION -  P 139
 MK0120  PID         -  MK0120
 MK0120  STATE/COUNTY-  NE/BURT
 MK0120  USGS QUAD   -  LYONS (1966)
 MK0120
 MK0120                         *CURRENT SURVEY CONTROL
 MK0120  ___________________________________________________________________
 MK0120* NAD 83(1986)-  41 56 10.     (N)    096 28 07.     (W)     SCALED    
 MK0120* NAVD 88     -       399.334  (meters)    1310.15   (feet)  ADJUSTED  
 MK0120  ___________________________________________________________________
 MK0120  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 MK0120  DYNAMIC HT  -         399.191 (meters)    1309.68  (feet)  COMP
 MK0120  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 MK0120
 MK0120  VERT ORDER  -  SECOND    CLASS 0
 MK0120
 MK0120.The horizontal coordinates were scaled from a topographic map and have
 MK0120.an estimated accuracy of +/- 6 seconds.
 MK0120
 MK0120.The orthometric height was determined by differential leveling
 MK0120.and adjusted by the National Geodetic Survey in June 1991..
 MK0120
 MK0120.The geoid height was determined by GEOID03.
 MK0120
 MK0120.The dynamic height is computed by dividing the NAVD 88
 MK0120.geopotential number by the normal gravity value computed on the
 MK0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0120.degrees latitude (g = 980.6199 gals.).
 MK0120
 MK0120.The modeled gravity was interpolated from observed gravity values.
 MK0120
 MK0120;                    North         East    Units  Estimated Accuracy
 MK0120;SPC NE       -   239,440.      792,700.      MT  (+/- 180 meters Scaled)
 MK0120
 MK0120                          SUPERSEDED SURVEY CONTROL
 MK0120
 MK0120  NGVD 29 (??/??/92)  399.190  (m)         1309.68   (f) ADJ UNCH    2 0
 MK0120
 MK0120.Superseded values are not recommended for survey control.
 MK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0120.See file dsdata.txt to determine how the superseded data were derived.
 MK0120
 MK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM098457(NAD 83)
 MK0120_MARKER: DB = BENCH MARK DISK
 MK0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0120_STAMPING: P 139 1935
 MK0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0120+STABILITY: SURFACE MOTION
 MK0120
 MK0120  HISTORY     - Date     Condition        Report By
 MK0120  HISTORY     - 1935     MONUMENTED       CGS
 MK0120  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0120
 MK0120                          STATION DESCRIPTION
 MK0120
 MK0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0120'AT LYONS.
 MK0120'AT LYONS, BURT COUNTY, AT THE CHICAGO, BURLINGTON AND QUINCY
 MK0120'RAILROAD STATION, 7.5 FEET SOUTH OF THE SOUTH WALL, AND 36 FEET
 MK0120'WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 MK0120'P 139 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK
 MK0120'POSSIBLY INTACT AREA COVERED BY STORED FREIGHT.
 MK0120
 MK0120                          STATION RECOVERY (1965)
 MK0120
 MK0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0638 ***********************************************************************
 LG0638  DESIGNATION -  P 14
 LG0638  PID         -  LG0638
 LG0638  STATE/COUNTY-  NE/FILLMORE
 LG0638  USGS QUAD   -  FAIRMONT (1969)
 LG0638
 LG0638                         *CURRENT SURVEY CONTROL
 LG0638  ___________________________________________________________________
 LG0638* NAD 83(1986)-  40 38 29.     (N)    097 31 16.     (W)     SCALED    
 LG0638* NAVD 88     -       491.354  (meters)    1612.05   (feet)  ADJUSTED  
 LG0638  ___________________________________________________________________
 LG0638  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 LG0638  DYNAMIC HT  -         491.084 (meters)    1611.16  (feet)  COMP
 LG0638  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 LG0638
 LG0638  VERT ORDER  -  FIRST     CLASS II
 LG0638
 LG0638.The horizontal coordinates were scaled from a topographic map and have
 LG0638.an estimated accuracy of +/- 6 seconds.
 LG0638
 LG0638.The orthometric height was determined by differential leveling
 LG0638.and adjusted by the National Geodetic Survey in June 1991..
 LG0638
 LG0638.The geoid height was determined by GEOID03.
 LG0638
 LG0638.The dynamic height is computed by dividing the NAVD 88
 LG0638.geopotential number by the normal gravity value computed on the
 LG0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0638.degrees latitude (g = 980.6199 gals.).
 LG0638
 LG0638.The modeled gravity was interpolated from observed gravity values.
 LG0638
 LG0638;                    North         East    Units  Estimated Accuracy
 LG0638;SPC NE       -    92,720.      709,610.      MT  (+/- 180 meters Scaled)
 LG0638
 LG0638                          SUPERSEDED SURVEY CONTROL
 LG0638
 LG0638  NGVD 29 (??/??/92)  491.185  (m)         1611.50   (f) ADJ UNCH    1 2
 LG0638
 LG0638.Superseded values are not recommended for survey control.
 LG0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0638.See file dsdata.txt to determine how the superseded data were derived.
 LG0638
 LG0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL250000(NAD 83)
 LG0638_MARKER: DB = BENCH MARK DISK
 LG0638_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0638_SP_SET: ABUTMENT
 LG0638_STAMPING: P 14 1933 1611.417
 LG0638_MARK LOGO: CGS   
 LG0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0638+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1991
 LG0638
 LG0638  HISTORY     - Date     Condition        Report By
 LG0638  HISTORY     - 1933     MONUMENTED       CGS
 LG0638  HISTORY     - 1940     GOOD             NGS
 LG0638  HISTORY     - 19911007 GOOD             NGS
 LG0638
 LG0638                          STATION DESCRIPTION
 LG0638
 LG0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0638'3.8 MI W FROM EXETER.
 LG0638'3.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0638'FROM THE STATION AT EXETER, FILLMORE COUNTY, 150 FEET WEST OF THE
 LG0638'CENTER OF A ROAD CROSSING, AT BRIDGE 109.59, IN THE TOP OF THE EAST
 LG0638'CONCRETE BRIDGE SEAT, 6 FEET NORTH OF THE TRACK, AND ABOUT 3 FEET
 LG0638'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 1611.417 P 14 1933.
 LG0638
 LG0638                          STATION RECOVERY (1991)
 LG0638
 LG0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0638'6.3 KM (3.90 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG0638'U.S. HIGHWAY 81 IN FAIRMONT, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF
 LG0638'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE BURLINGTON
 LG0638'NORTHERN RAILROAD BRIDGE NUMBER 109.59 SPANNING INDIAN CREEK, 100.0 M
 LG0638'(328.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 45.7 M (149.9 FT) WEST OF
 LG0638'THE CENTER OF A GRAVELED ROAD, 2.1 M (6.9 FT) NORTH OF THE NEAR RAIL,
 LG0638'AND 1.2 M (3.9 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0284 ***********************************************************************
 MK0284  DESIGNATION -  P 140
 MK0284  PID         -  MK0284
 MK0284  STATE/COUNTY-  NE/BURT
 MK0284  USGS QUAD   -  BERTHA (1970)
 MK0284
 MK0284                         *CURRENT SURVEY CONTROL
 MK0284  ___________________________________________________________________
 MK0284* NAD 83(1986)-  41 57 20.     (N)    096 17 55.     (W)     SCALED    
 MK0284* NAVD 88     -       352.246  (meters)    1155.66   (feet)  ADJUSTED  
 MK0284  ___________________________________________________________________
 MK0284  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 MK0284  DYNAMIC HT  -         352.119 (meters)    1155.24  (feet)  COMP
 MK0284  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 MK0284
 MK0284  VERT ORDER  -  SECOND    CLASS 0
 MK0284
 MK0284.The horizontal coordinates were scaled from a topographic map and have
 MK0284.an estimated accuracy of +/- 6 seconds.
 MK0284
 MK0284.The orthometric height was determined by differential leveling
 MK0284.and adjusted by the National Geodetic Survey in June 1991..
 MK0284
 MK0284.The geoid height was determined by GEOID03.
 MK0284
 MK0284.The dynamic height is computed by dividing the NAVD 88
 MK0284.geopotential number by the normal gravity value computed on the
 MK0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0284.degrees latitude (g = 980.6199 gals.).
 MK0284
 MK0284.The modeled gravity was interpolated from observed gravity values.
 MK0284
 MK0284;                    North         East    Units  Estimated Accuracy
 MK0284;SPC NE       -   242,190.      806,690.      MT  (+/- 180 meters Scaled)
 MK0284
 MK0284                          SUPERSEDED SURVEY CONTROL
 MK0284
 MK0284  NGVD 29 (??/??/92)  352.098  (m)         1155.17   (f) ADJ UNCH    2 0
 MK0284
 MK0284.Superseded values are not recommended for survey control.
 MK0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0284.See file dsdata.txt to determine how the superseded data were derived.
 MK0284
 MK0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM238483(NAD 83)
 MK0284_MARKER: DB = BENCH MARK DISK
 MK0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0284_STAMPING: P 140 1935
 MK0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0284+STABILITY: SURFACE MOTION
 MK0284
 MK0284  HISTORY     - Date     Condition        Report By
 MK0284  HISTORY     - 1935     MONUMENTED       CGS
 MK0284  HISTORY     - 1947     GOOD             NGS
 MK0284
 MK0284                          STATION DESCRIPTION
 MK0284
 MK0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0284'5.7 MI SW FROM DECATUR.
 MK0284'1.3 MILE SOUTH ALONG U.S. HIGHWAY NO. 73E FROM THE POST OFFICE
 MK0284'AT DECATUR, THENCE 4.4 MILES WEST AND SOUTHWEST ALONG STATE
 MK0284'HIGHWAY NO. 118, 414.0 FEET NORTH OF THE NORTHWEST CORNER OF A
 MK0284'STEEL BRIDGE OVER A CREEK, 52.0 FEET WEST OF THE CENTER OF THE
 MK0284'HIGHWAY, 10.0 FEET SOUTHWEST OF A POINT WHICH IS DIRECTLY BELOW
 MK0284'THE WIRES AND IN LINE WITH THE POLES OF A POWER LINE, 4.5 FEET
 MK0284'NORTHEAST OF TELEPHONE POLE NO. 1, 1.0 FOOT EAST OF THE WEST
 MK0284'RIGHT OF WAY FENCE, 1.0 FOOT NORTH OF A REFERENCE POST, SET IN
 MK0284'A CONCRETE POST ABOUT 2 FEET BELOW THE HIGHWAY AND ABOUT FLUSH
 MK0284'WITH THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1227 ***********************************************************************
 NM1227  DESIGNATION -  P 141
 NM1227  PID         -  NM1227
 NM1227  STATE/COUNTY-  NE/MADISON
 NM1227  USGS QUAD   -  NORFOLK (1976)
 NM1227
 NM1227                         *CURRENT SURVEY CONTROL
 NM1227  ___________________________________________________________________
 NM1227* NAD 83(1986)-  42 00 56.     (N)    097 24 35.     (W)     SCALED    
 NM1227* NAVD 88     -       464.903  (meters)    1525.27   (feet)  ADJUSTED  
 NM1227  ___________________________________________________________________
 NM1227  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 NM1227  DYNAMIC HT  -         464.720 (meters)    1524.67  (feet)  COMP
 NM1227  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 NM1227
 NM1227  VERT ORDER  -  FIRST     CLASS II
 NM1227
 NM1227.The horizontal coordinates were scaled from a topographic map and have
 NM1227.an estimated accuracy of +/- 6 seconds.
 NM1227
 NM1227.The orthometric height was determined by differential leveling
 NM1227.and adjusted by the National Geodetic Survey in June 1991..
 NM1227.WARNING-Repeat measurements at this control monument indicate possible
 NM1227.vertical movement.
 NM1227
 NM1227.The geoid height was determined by GEOID03.
 NM1227
 NM1227.The dynamic height is computed by dividing the NAVD 88
 NM1227.geopotential number by the normal gravity value computed on the
 NM1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1227.degrees latitude (g = 980.6199 gals.).
 NM1227
 NM1227.The modeled gravity was interpolated from observed gravity values.
 NM1227
 NM1227;                    North         East    Units  Estimated Accuracy
 NM1227;SPC NE       -   245,500.      714,460.      MT  (+/- 180 meters Scaled)
 NM1227
 NM1227                          SUPERSEDED SURVEY CONTROL
 NM1227
 NM1227  NGVD 29 (??/??/92)  464.719  (m)         1524.67   (f) ADJ UNCH    1 2
 NM1227
 NM1227.Superseded values are not recommended for survey control.
 NM1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1227.See file dsdata.txt to determine how the superseded data were derived.
 NM1227
 NM1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM316527(NAD 83)
 NM1227_MARKER: DB = BENCH MARK DISK
 NM1227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1227_SP_SET: BUILDING
 NM1227_STAMPING: P 141 1935
 NM1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1227
 NM1227  HISTORY     - Date     Condition        Report By
 NM1227  HISTORY     - 1935     MONUMENTED       CGS
 NM1227  HISTORY     - 1947     GOOD             NGS
 NM1227  HISTORY     - 1972     GOOD             LOCSUR
 NM1227
 NM1227                          STATION DESCRIPTION
 NM1227
 NM1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1227'AT NORFOLK.
 NM1227'AT NORFOLK, MADISON COUNTY, AT THE S NORFOLK STATION OF THE
 NM1227'CHICAGO AND NORTH WESTERN RAILWAY, 16.5 FT E OF THE CENTER OF
 NM1227'A DOOR WHICH OPENS DOWN INTO THE BASEMENT, IN THE S WALL OF THE
 NM1227'STATION, 1.5 FT W OF THE W EDGE OF THE WAITING ROOM DOOR, AND
 NM1227'5 FT ABOVE THE BRICK WALL.  A STANDARD DISK STAMPED P 141 1935 AND
 NM1227'SET VERTICALLY.
 NM1227
 NM1227                          STATION RECOVERY (1947)
 NM1227
 NM1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 NM1227'RECOVERED IN GOOD CONDITION.
 NM1227
 NM1227                          STATION RECOVERY (1972)
 NM1227
 NM1227'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 NM1227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0250 ***********************************************************************
 LJ0250  DESIGNATION -  P 158
 LJ0250  PID         -  LJ0250
 LJ0250  STATE/COUNTY-  NE/CHASE
 LJ0250  USGS QUAD   -  ENDERS (1973)
 LJ0250
 LJ0250                         *CURRENT SURVEY CONTROL
 LJ0250  ___________________________________________________________________
 LJ0250* NAD 83(1986)-  40 29 55.     (N)    101 36 28.     (W)     SCALED    
 LJ0250* NAVD 88     -       993.898  (meters)    3260.81   (feet)  ADJUSTED  
 LJ0250  ___________________________________________________________________
 LJ0250  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 LJ0250  DYNAMIC HT  -         993.219 (meters)    3258.59  (feet)  COMP
 LJ0250  MODELED GRAV-     979,907.8   (mgal)                       NAVD 88
 LJ0250
 LJ0250  VERT ORDER  -  SECOND    CLASS 0
 LJ0250
 LJ0250.The horizontal coordinates were scaled from a topographic map and have
 LJ0250.an estimated accuracy of +/- 6 seconds.
 LJ0250
 LJ0250.The orthometric height was determined by differential leveling
 LJ0250.and adjusted by the National Geodetic Survey in June 1991..
 LJ0250
 LJ0250.The geoid height was determined by GEOID03.
 LJ0250
 LJ0250.The dynamic height is computed by dividing the NAVD 88
 LJ0250.geopotential number by the normal gravity value computed on the
 LJ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0250.degrees latitude (g = 980.6199 gals.).
 LJ0250
 LJ0250.The modeled gravity was interpolated from observed gravity values.
 LJ0250
 LJ0250;                    North         East    Units  Estimated Accuracy
 LJ0250;SPC NE       -    75,130.      363,740.      MT  (+/- 180 meters Scaled)
 LJ0250
 LJ0250                          SUPERSEDED SURVEY CONTROL
 LJ0250
 LJ0250  NGVD 29 (??/??/92)  993.503  (m)         3259.52   (f) ADJ UNCH    2 0
 LJ0250
 LJ0250.Superseded values are not recommended for survey control.
 LJ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0250.See file dsdata.txt to determine how the superseded data were derived.
 LJ0250
 LJ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK790863(NAD 83)
 LJ0250_MARKER: DB = BENCH MARK DISK
 LJ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0250_STAMPING: P-158 1934
 LJ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0250+STABILITY: SURFACE MOTION
 LJ0250
 LJ0250  HISTORY     - Date     Condition        Report By
 LJ0250  HISTORY     - 1934     MONUMENTED       CGS
 LJ0250
 LJ0250                          STATION DESCRIPTION
 LJ0250
 LJ0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0250'2 MI E FROM IMPERIAL.
 LJ0250'2.0 MILES EAST OF RAILROAD STATION AT IMPERIAL, ON CHICAGO,
 LJ0250'BURLINGTON AND QUINCY RAILROAD AT MILE POST 47.  BETWEEN TRACK
 LJ0250'AND U.S. HIGHWAY 6.  NORTHEAST OF A HOUSE 1/2 MILE.  39
 LJ0250'FEET NORTH OF CENTER LINE OF TRACKS, AND 30 FEET SOUTH OF
 LJ0250'CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0104 ***********************************************************************
 LJ0104  DESIGNATION -  P 159
 LJ0104  PID         -  LJ0104
 LJ0104  STATE/COUNTY-  NE/HITCHCOCK
 LJ0104  USGS QUAD   -  BEVERLY (1973)
 LJ0104
 LJ0104                         *CURRENT SURVEY CONTROL
 LJ0104  ___________________________________________________________________
 LJ0104* NAD 83(1986)-  40 19 16.     (N)    100 53 29.     (W)     SCALED    
 LJ0104* NAVD 88     -       856.167  (meters)    2808.94   (feet)  ADJUSTED  
 LJ0104  ___________________________________________________________________
 LJ0104  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 LJ0104  DYNAMIC HT  -         855.604 (meters)    2807.09  (feet)  COMP
 LJ0104  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 LJ0104
 LJ0104  VERT ORDER  -  SECOND    CLASS 0
 LJ0104
 LJ0104.The horizontal coordinates were scaled from a topographic map and have
 LJ0104.an estimated accuracy of +/- 6 seconds.
 LJ0104
 LJ0104.The orthometric height was determined by differential leveling
 LJ0104.and adjusted by the National Geodetic Survey in June 1991..
 LJ0104
 LJ0104.The geoid height was determined by GEOID03.
 LJ0104
 LJ0104.The dynamic height is computed by dividing the NAVD 88
 LJ0104.geopotential number by the normal gravity value computed on the
 LJ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0104.degrees latitude (g = 980.6199 gals.).
 LJ0104
 LJ0104.The modeled gravity was interpolated from observed gravity values.
 LJ0104
 LJ0104;                    North         East    Units  Estimated Accuracy
 LJ0104;SPC NE       -    54,550.      424,250.      MT  (+/- 180 meters Scaled)
 LJ0104
 LJ0104                          SUPERSEDED SURVEY CONTROL
 LJ0104
 LJ0104  NGVD 29 (??/??/92)  855.841  (m)         2807.87   (f) ADJ UNCH    2 0
 LJ0104
 LJ0104.Superseded values are not recommended for survey control.
 LJ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0104.See file dsdata.txt to determine how the superseded data were derived.
 LJ0104
 LJ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK393651(NAD 83)
 LJ0104_MARKER: DB = BENCH MARK DISK
 LJ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0104_STAMPING: P-159 1934
 LJ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0104+STABILITY: SURFACE MOTION
 LJ0104
 LJ0104  HISTORY     - Date     Condition        Report By
 LJ0104  HISTORY     - 1934     MONUMENTED       CGS
 LJ0104  HISTORY     - 1942     GOOD             USGS
 LJ0104
 LJ0104                          STATION DESCRIPTION
 LJ0104
 LJ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0104'10.8 MI N FROM CULBERTSON.
 LJ0104'10.8 MILES NORTH OF BURLINGTON STATION AT CULBERTSON, ON HIGHWAY
 LJ0104'17 AT A WEST AND SOUTH CURB.  ON OUTSIDE OF CURVE AND 50 FEET
 LJ0104'NORTH EAST OF CENTER LIN OF HIGHWAY 17.
 LJ0104
 LJ0104                          STATION RECOVERY (1942)
 LJ0104
 LJ0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 LJ0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0657 ***********************************************************************
 ML0657  DESIGNATION -  P 16 RESET
 ML0657  PID         -  ML0657
 ML0657  STATE/COUNTY-  NE/CUSTER
 ML0657  USGS QUAD   -  MASON CITY NW (1951)
 ML0657
 ML0657                         *CURRENT SURVEY CONTROL
 ML0657  ___________________________________________________________________
 ML0657* NAD 83(1986)-  41 12 31.     (N)    099 22 37.     (W)     SCALED    
 ML0657* NAVD 88     -       733.07   (meters)    2405.1    (feet)  RESET     
 ML0657  ___________________________________________________________________
 ML0657  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 ML0657
 ML0657  VERT ORDER  -  THIRD
 ML0657
 ML0657.The horizontal coordinates were scaled from a topographic map and have
 ML0657.an estimated accuracy of +/- 6 seconds.
 ML0657
 ML0657.The orthometric height was computed from unverified reset data.
 ML0657
 ML0657.The geoid height was determined by GEOID03.
 ML0657
 ML0657;                    North         East    Units  Estimated Accuracy
 ML0657;SPC NE       -   152,880.      552,240.      MT  (+/- 180 meters Scaled)
 ML0657
 ML0657                          SUPERSEDED SURVEY CONTROL
 ML0657
 ML0657.No superseded survey control is available for this station.
 ML0657
 ML0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML683619(NAD 83)
 ML0657_MARKER: DB = BENCH MARK DISK
 ML0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0657_STAMPING: P 16 RESET 1968
 ML0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0657+STABILITY: SURFACE MOTION
 ML0657
 ML0657  HISTORY     - Date     Condition        Report By
 ML0657  HISTORY     - 1968     MONUMENTED       CGS
 ML0657
 ML0657                          STATION DESCRIPTION
 ML0657
 ML0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ML0657'4.8 MI S FROM ANSLEY.
 ML0657'ABOUT 4.75 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE
 ML0657'JUNCTION OF U.S. HIGHWAY 183 AND STATE HIGHWAY 2 AT THE SOUTHEAST
 ML0657'SIDE OF ANSLEY, 104 PACES SOUTH OF A DRIVEWAY LEADING TO A
 ML0657'FARM HOUSE, ABOUT 250 FEET WEST-SOUTHWEST OF THE FARM HOUSE,
 ML0657'95 FEET EAST OF THE CENTER OF U.S. HIGHWAY 183, 30.5 FEET NORTH
 ML0657'OF A POWERLINE POLE, 1 FOOT WEST OF A FENCE, 1 FOOT NORTH OF A
 ML0657'METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 ML0657'POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0265 ***********************************************************************
 LJ0265  DESIGNATION -  P 160
 LJ0265  PID         -  LJ0265
 LJ0265  STATE/COUNTY-  NE/PERKINS
 LJ0265  USGS QUAD   -  IMPERIAL NW (1973)
 LJ0265
 LJ0265                         *CURRENT SURVEY CONTROL
 LJ0265  ___________________________________________________________________
 LJ0265* NAD 83(1986)-  40 42 52.     (N)    101 37 44.     (W)     SCALED    
 LJ0265* NAVD 88     -      1012.977  (meters)    3323.41   (feet)  ADJUSTED  
 LJ0265  ___________________________________________________________________
 LJ0265  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 LJ0265  DYNAMIC HT  -        1012.305 (meters)    3321.20  (feet)  COMP
 LJ0265  MODELED GRAV-     979,927.0   (mgal)                       NAVD 88
 LJ0265
 LJ0265  VERT ORDER  -  SECOND    CLASS 0
 LJ0265
 LJ0265.The horizontal coordinates were scaled from a topographic map and have
 LJ0265.an estimated accuracy of +/- 6 seconds.
 LJ0265
 LJ0265.The orthometric height was determined by differential leveling
 LJ0265.and adjusted by the National Geodetic Survey in June 1991..
 LJ0265
 LJ0265.The geoid height was determined by GEOID03.
 LJ0265
 LJ0265.The dynamic height is computed by dividing the NAVD 88
 LJ0265.geopotential number by the normal gravity value computed on the
 LJ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0265.degrees latitude (g = 980.6199 gals.).
 LJ0265
 LJ0265.The modeled gravity was interpolated from observed gravity values.
 LJ0265
 LJ0265;                    North         East    Units  Estimated Accuracy
 LJ0265;SPC NE       -    99,130.      362,410.      MT  (+/- 180 meters Scaled)
 LJ0265
 LJ0265                          SUPERSEDED SURVEY CONTROL
 LJ0265
 LJ0265  NGVD 29 (??/??/92) 1012.572  (m)         3322.08   (f) ADJ UNCH    2 0
 LJ0265
 LJ0265.Superseded values are not recommended for survey control.
 LJ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0265.See file dsdata.txt to determine how the superseded data were derived.
 LJ0265
 LJ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL779103(NAD 83)
 LJ0265_MARKER: DB = BENCH MARK DISK
 LJ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0265_STAMPING: P 160 1934
 LJ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0265+STABILITY: SURFACE MOTION
 LJ0265
 LJ0265  HISTORY     - Date     Condition        Report By
 LJ0265  HISTORY     - 1934     MONUMENTED       CGS
 LJ0265  HISTORY     - 1941     GOOD             NGS
 LJ0265
 LJ0265                          STATION DESCRIPTION
 LJ0265
 LJ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0265'13.9 MI S FROM GRANT.
 LJ0265'13.9 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0265'BURLINGTON AND QUINCY RAILROAD WATER TANK AT GRANT, AT THE
 LJ0265'WEST END OF A WEST TO SOUTH CURVE, 45 FEET NORTH OF THE
 LJ0265'CENTERLINE OF THE HIGHWAY, AND IN THE NORTH PROPERTY LINE.
 LJ0265'A STANDARD DISK, STAMPED P 160 1934 AND SET IN THE TOP OF A
 LJ0265'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0283 ***********************************************************************
 LJ0283  DESIGNATION -  P 161
 LJ0283  PID         -  LJ0283
 LJ0283  STATE/COUNTY-  NE/PERKINS
 LJ0283  USGS QUAD   -  MADRID (1973)
 LJ0283
 LJ0283                         *CURRENT SURVEY CONTROL
 LJ0283  ___________________________________________________________________
 LJ0283* NAD 83(1986)-  40 51 08.     (N)    101 35 27.     (W)     SCALED    
 LJ0283* NAVD 88     -      1010.483  (meters)    3315.23   (feet)  ADJUSTED  
 LJ0283  ___________________________________________________________________
 LJ0283  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 LJ0283  DYNAMIC HT  -        1009.819 (meters)    3313.05  (feet)  COMP
 LJ0283  MODELED GRAV-     979,932.8   (mgal)                       NAVD 88
 LJ0283
 LJ0283  VERT ORDER  -  SECOND    CLASS 0
 LJ0283
 LJ0283.The horizontal coordinates were scaled from a topographic map and have
 LJ0283.an estimated accuracy of +/- 6 seconds.
 LJ0283
 LJ0283.The orthometric height was determined by differential leveling
 LJ0283.and adjusted by the National Geodetic Survey in June 1991..
 LJ0283
 LJ0283.The geoid height was determined by GEOID03.
 LJ0283
 LJ0283.The dynamic height is computed by dividing the NAVD 88
 LJ0283.geopotential number by the normal gravity value computed on the
 LJ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0283.degrees latitude (g = 980.6199 gals.).
 LJ0283
 LJ0283.The modeled gravity was interpolated from observed gravity values.
 LJ0283
 LJ0283;                    North         East    Units  Estimated Accuracy
 LJ0283;SPC NE       -   114,360.      365,900.      MT  (+/- 180 meters Scaled)
 LJ0283
 LJ0283                          SUPERSEDED SURVEY CONTROL
 LJ0283
 LJ0283  NGVD 29 (??/??/92) 1010.072  (m)         3313.88   (f) ADJ UNCH    2 0
 LJ0283
 LJ0283.Superseded values are not recommended for survey control.
 LJ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0283.See file dsdata.txt to determine how the superseded data were derived.
 LJ0283
 LJ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL816255(NAD 83)
 LJ0283_MARKER: DB = BENCH MARK DISK
 LJ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0283_STAMPING: P 161 1934
 LJ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0283+STABILITY: SURFACE MOTION
 LJ0283
 LJ0283  HISTORY     - Date     Condition        Report By
 LJ0283  HISTORY     - 1934     MONUMENTED       CGS
 LJ0283  HISTORY     - 1941     GOOD             NGS
 LJ0283  HISTORY     - 1973     MARK NOT FOUND   USGS
 LJ0283
 LJ0283                          STATION DESCRIPTION
 LJ0283
 LJ0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0283'2.5 MI W FROM MADRID.
 LJ0283'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0283'FROM THE STATION AT MADRID, PERKINS COUNTY, AT A ROAD CROSSING,
 LJ0283'NEARLY COVERED WITH SAND, 45 FEET NORTH OF THE CENTERLINE OF
 LJ0283'THE TRACK, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 10 FEET
 LJ0283'EAST OF A FENCE CORNER, AND 2 FEET SOUTH OF THE PROPERTY LINE.
 LJ0283'A STANDARD DISK, STAMPED P 161 1934 AND SET IN THE TOP OF A
 LJ0283'CONCRETE POST.
 LJ0283
 LJ0283                          STATION RECOVERY (1973)
 LJ0283
 LJ0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LJ0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0294 ***********************************************************************
 LH0294  DESIGNATION -  P 163
 LH0294  PID         -  LH0294
 LH0294  STATE/COUNTY-  NE/NUCKOLLS
 LH0294  USGS QUAD   -  SUPERIOR (1983)
 LH0294
 LH0294                         *CURRENT SURVEY CONTROL
 LH0294  ___________________________________________________________________
 LH0294* NAD 83(1986)-  40 06 22.     (N)    098 00 36.     (W)     SCALED    
 LH0294* NAVD 88     -       542.382  (meters)    1779.46   (feet)  ADJUSTED  
 LH0294  ___________________________________________________________________
 LH0294  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 LH0294  DYNAMIC HT  -         542.066 (meters)    1778.43  (feet)  COMP
 LH0294  MODELED GRAV-     980,024.4   (mgal)                       NAVD 88
 LH0294
 LH0294  VERT ORDER  -  SECOND    CLASS 0
 LH0294
 LH0294.The horizontal coordinates were scaled from a topographic map and have
 LH0294.an estimated accuracy of +/- 6 seconds.
 LH0294
 LH0294.The orthometric height was determined by differential leveling
 LH0294.and adjusted by the National Geodetic Survey in June 1991..
 LH0294
 LH0294.The geoid height was determined by GEOID03.
 LH0294
 LH0294.The dynamic height is computed by dividing the NAVD 88
 LH0294.geopotential number by the normal gravity value computed on the
 LH0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0294.degrees latitude (g = 980.6199 gals.).
 LH0294
 LH0294.The modeled gravity was interpolated from observed gravity values.
 LH0294
 LH0294;                    North         East    Units  Estimated Accuracy
 LH0294;SPC NE       -    32,240.      669,650.      MT  (+/- 180 meters Scaled)
 LH0294
 LH0294                          SUPERSEDED SURVEY CONTROL
 LH0294
 LH0294  NGVD 29 (??/??/92)  542.202  (m)         1778.87   (f) ADJ UNCH    2 0
 LH0294
 LH0294.Superseded values are not recommended for survey control.
 LH0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0294.See file dsdata.txt to determine how the superseded data were derived.
 LH0294
 LH0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK843400(NAD 83)
 LH0294_MARKER: DB = BENCH MARK DISK
 LH0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0294_STAMPING: P 163 1934
 LH0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0294+STABILITY: SURFACE MOTION
 LH0294
 LH0294  HISTORY     - Date     Condition        Report By
 LH0294  HISTORY     - 1934     MONUMENTED       CGS
 LH0294  HISTORY     - 1973     GOOD             USGS
 LH0294
 LH0294                          STATION DESCRIPTION
 LH0294
 LH0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0294'AT CADAMS.
 LH0294'AT CADAMS, NUCKOLLS COUNTY, ON THE CHICAGO AND NORTH WESTERN
 LH0294'RAILWAY, AT THE FIRST CROSSING NORTH OF THE STATION, AT A
 LH0294'FARMHOUSE AND A ROAD CROSSING, 39 FEET NORTHWEST OF THE CENTER
 LH0294'LINE OF THE TRACK, AND IN A FENCE CORNER.  A STANDARD DISK,
 LH0294'STAMPED P 163 1934 AND SET IN THE TOP OF A CONCRETE POST.  ALSO,
 LH0294'40 FEET WEST OF RAILROAD CROSSING OF N-S ROAD, AND 30 FEET SOUTH
 LH0294'OF CENTER LINE OF DRIVE WEST.
 LH0294
 LH0294                          STATION RECOVERY (1973)
 LH0294
 LH0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LH0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0678 ***********************************************************************
 LH0678  DESIGNATION -  P 164
 LH0678  PID         -  LH0678
 LH0678  STATE/COUNTY-  NE/PHELPS
 LH0678  USGS QUAD   -  HOLDREGE EAST (1970)
 LH0678
 LH0678                         *CURRENT SURVEY CONTROL
 LH0678  ___________________________________________________________________
 LH0678* NAD 83(1986)-  40 26 58.     (N)    099 18 36.     (W)     SCALED    
 LH0678* NAVD 88     -       700.721  (meters)    2298.95   (feet)  ADJUSTED  
 LH0678  ___________________________________________________________________
 LH0678  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 LH0678  DYNAMIC HT  -         700.289 (meters)    2297.53  (feet)  COMP
 LH0678  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 LH0678
 LH0678  VERT ORDER  -  SECOND    CLASS 0
 LH0678
 LH0678.The horizontal coordinates were scaled from a topographic map and have
 LH0678.an estimated accuracy of +/- 6 seconds.
 LH0678
 LH0678.The orthometric height was determined by differential leveling
 LH0678.and adjusted by the National Geodetic Survey in June 1991..
 LH0678
 LH0678.The geoid height was determined by GEOID03.
 LH0678
 LH0678.The dynamic height is computed by dividing the NAVD 88
 LH0678.geopotential number by the normal gravity value computed on the
 LH0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0678.degrees latitude (g = 980.6199 gals.).
 LH0678
 LH0678.The modeled gravity was interpolated from observed gravity values.
 LH0678
 LH0678;                    North         East    Units  Estimated Accuracy
 LH0678;SPC NE       -    68,640.      558,520.      MT  (+/- 180 meters Scaled)
 LH0678
 LH0678                          SUPERSEDED SURVEY CONTROL
 LH0678
 LH0678  NGVD 29 (??/??/92)  700.445  (m)         2298.04   (f) ADJ UNCH    2 0
 LH0678
 LH0678.Superseded values are not recommended for survey control.
 LH0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0678.See file dsdata.txt to determine how the superseded data were derived.
 LH0678
 LH0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK737776(NAD 83)
 LH0678_MARKER: DB = BENCH MARK DISK
 LH0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0678_SP_SET: CULVERT
 LH0678_STAMPING: P 164 1934
 LH0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0678
 LH0678  HISTORY     - Date     Condition        Report By
 LH0678  HISTORY     - 1934     MONUMENTED       CGS
 LH0678  HISTORY     - 1941     GOOD             NGS
 LH0678
 LH0678                          STATION DESCRIPTION
 LH0678
 LH0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LH0678'3.4 MI E FROM HOLDREGE.
 LH0678'3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0678'FROM THE POST OFFICE AT HOLDREGE, PHELPS COUNTY, 69 FEET NORTH
 LH0678'OF THE CENTERLINE OF THE TRACK, AT A CONCRETE CULVERT UNDER
 LH0678'U.S. HIGHWAY 6, IN THE TOP OF THE SOUTH HEADWALL, AND 21 FEET
 LH0678'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LH0678'P 164 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0680 ***********************************************************************
 LH0680  DESIGNATION -  P 164 RESET
 LH0680  PID         -  LH0680
 LH0680  STATE/COUNTY-  NE/PHELPS
 LH0680  USGS QUAD   -  HOLDREGE EAST (1970)
 LH0680
 LH0680                         *CURRENT SURVEY CONTROL
 LH0680  ___________________________________________________________________
 LH0680* NAD 83(1986)-  40 26 58.     (N)    099 18 36.     (W)     SCALED    
 LH0680* NAVD 88     -       699.80   (+/-2cm)    2295.9    (feet)  VERTCON   
 LH0680  ___________________________________________________________________
 LH0680  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 LH0680
 LH0680  VERT ORDER  -  THIRD (See Below)
 LH0680
 LH0680.The horizontal coordinates were scaled from a topographic map and have
 LH0680.an estimated accuracy of +/- 6 seconds.
 LH0680
 LH0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0680.The vertical order pertains to the NGVD 29 superseded value.
 LH0680
 LH0680.The geoid height was determined by GEOID03.
 LH0680
 LH0680;                    North         East    Units  Estimated Accuracy
 LH0680;SPC NE       -    68,640.      558,520.      MT  (+/- 180 meters Scaled)
 LH0680
 LH0680                          SUPERSEDED SURVEY CONTROL
 LH0680
 LH0680  NGVD 29 (08/02/06)  699.53   (m)         2295.0    (f) RESET       3  
 LH0680
 LH0680.Superseded values are not recommended for survey control.
 LH0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0680.See file dsdata.txt to determine how the superseded data were derived.
 LH0680
 LH0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK737776(NAD 83)
 LH0680_MARKER: DB = BENCH MARK DISK
 LH0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0680_STAMPING: P 164 RESET 1974
 LH0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0680+STABILITY: SURFACE MOTION
 LH0680
 LH0680  HISTORY     - Date     Condition        Report By
 LH0680  HISTORY     - 1974     MONUMENTED       NEDR
 LH0680
 LH0680                          STATION DESCRIPTION
 LH0680
 LH0680'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1974
 LH0680'3.4 MI E FROM HOLDREGE.
 LH0680'ABOUT 3.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0680'RAILROAD FROM THE POST OFFICE AT HOLDREGE, 74 FEET NORTH OF
 LH0680'THE CENTERLINE OF U.S. HIGHWAY 6, 2 FEET SOUTH OF A FENCE,
 LH0680'1.5 FEET WEST OF THE CENTERLINE OF A METAL CUVLERT, SET IN THE
 LH0680'TOP OF A CONCRETE POST ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0020 ***********************************************************************
 LJ0020  DESIGNATION -  P 165
 LJ0020  PID         -  LJ0020
 LJ0020  STATE/COUNTY-  NE/LINCOLN
 LJ0020  USGS QUAD   -  STOCKVILLE NE (1956)
 LJ0020
 LJ0020                         *CURRENT SURVEY CONTROL
 LJ0020  ___________________________________________________________________
 LJ0020* NAD 83(1986)-  40 43 21.     (N)    100 18 53.     (W)     SCALED    
 LJ0020* NAVD 88     -       816.468  (meters)    2678.70   (feet)  ADJUSTED  
 LJ0020  ___________________________________________________________________
 LJ0020  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 LJ0020  DYNAMIC HT  -         815.960 (meters)    2677.03  (feet)  COMP
 LJ0020  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 LJ0020
 LJ0020  VERT ORDER  -  SECOND    CLASS 0
 LJ0020
 LJ0020.The horizontal coordinates were scaled from a topographic map and have
 LJ0020.an estimated accuracy of +/- 6 seconds.
 LJ0020
 LJ0020.The orthometric height was determined by differential leveling
 LJ0020.and adjusted by the National Geodetic Survey in June 1991..
 LJ0020
 LJ0020.The geoid height was determined by GEOID03.
 LJ0020
 LJ0020.The dynamic height is computed by dividing the NAVD 88
 LJ0020.geopotential number by the normal gravity value computed on the
 LJ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0020.degrees latitude (g = 980.6199 gals.).
 LJ0020
 LJ0020.The modeled gravity was interpolated from observed gravity values.
 LJ0020
 LJ0020;                    North         East    Units  Estimated Accuracy
 LJ0020;SPC NE       -    98,770.      473,420.      MT  (+/- 180 meters Scaled)
 LJ0020
 LJ0020                          SUPERSEDED SURVEY CONTROL
 LJ0020
 LJ0020  NGVD 29 (??/??/92)  816.135  (m)         2677.60   (f) ADJ UNCH    2 0
 LJ0020
 LJ0020.Superseded values are not recommended for survey control.
 LJ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0020.See file dsdata.txt to determine how the superseded data were derived.
 LJ0020
 LJ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL889087(NAD 83)
 LJ0020_MARKER: DB = BENCH MARK DISK
 LJ0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0020_SP_SET: CONCRETE FOOTING
 LJ0020_STAMPING: P 165 1934
 LJ0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0020
 LJ0020  HISTORY     - Date     Condition        Report By
 LJ0020  HISTORY     - 1934     MONUMENTED       CGS
 LJ0020  HISTORY     - 1941     GOOD             NGS
 LJ0020
 LJ0020                          STATION DESCRIPTION
 LJ0020
 LJ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0020'AT INGHAM.
 LJ0020'AT INGHAM, LINCOLN COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LJ0020'RAILROAD, 40 FEET SOUTH OF THE STATION, AT THE WATER TOWER, IN
 LJ0020'THE CONCRETE FOOTING FOR THE WEST ONE OF THE TWO NORTH SUPPORTS,
 LJ0020'AND 10 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LJ0020'DISK, STAMPED P 165 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0742 ***********************************************************************
 LH0742  DESIGNATION -  P 166
 LH0742  PID         -  LH0742
 LH0742  STATE/COUNTY-  NE/FURNAS
 LH0742  USGS QUAD   -  OXFORD (1958)
 LH0742
 LH0742                         *CURRENT SURVEY CONTROL
 LH0742  ___________________________________________________________________
 LH0742* NAD 83(1986)-  40 15 44.     (N)    099 41 23.     (W)     SCALED    
 LH0742* NAVD 88     -       638.241  (meters)    2093.96   (feet)  ADJUSTED  
 LH0742  ___________________________________________________________________
 LH0742  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 LH0742  DYNAMIC HT  -         637.844 (meters)    2092.66  (feet)  COMP
 LH0742  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 LH0742
 LH0742  VERT ORDER  -  SECOND    CLASS 0
 LH0742
 LH0742.The horizontal coordinates were scaled from a topographic map and have
 LH0742.an estimated accuracy of +/- 6 seconds.
 LH0742
 LH0742.The orthometric height was determined by differential leveling
 LH0742.and adjusted by the National Geodetic Survey in June 1991..
 LH0742
 LH0742.The geoid height was determined by GEOID03.
 LH0742
 LH0742.The dynamic height is computed by dividing the NAVD 88
 LH0742.geopotential number by the normal gravity value computed on the
 LH0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0742.degrees latitude (g = 980.6199 gals.).
 LH0742
 LH0742.The modeled gravity was interpolated from observed gravity values.
 LH0742
 LH0742;                    North         East    Units  Estimated Accuracy
 LH0742;SPC NE       -    47,670.      526,390.      MT  (+/- 180 meters Scaled)
 LH0742
 LH0742                          SUPERSEDED SURVEY CONTROL
 LH0742
 LH0742  NGVD 29 (??/??/92)  637.971  (m)         2093.08   (f) ADJ UNCH    2 0
 LH0742
 LH0742.Superseded values are not recommended for survey control.
 LH0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0742.See file dsdata.txt to determine how the superseded data were derived.
 LH0742
 LH0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK413570(NAD 83)
 LH0742_MARKER: DB = BENCH MARK DISK
 LH0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0742_SP_SET: CULVERT
 LH0742_STAMPING: P 166 1934
 LH0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0742
 LH0742  HISTORY     - Date     Condition        Report By
 LH0742  HISTORY     - 1934     MONUMENTED       CGS
 LH0742  HISTORY     - 1946     GOOD             USGS
 LH0742
 LH0742                          STATION DESCRIPTION
 LH0742
 LH0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0742'2.5 MI W FROM OXFORD.
 LH0742'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0742'RAILROAD FROM THE STATE HIGHWAY 3 UNDERPASS AT OXFORD, FURNAS
 LH0742'COUNTY, NEAR MILEPOST 237, 63 FEET SOUTH OF THE CENTER LINE
 LH0742'OF THE TRACK, AT A CONCRETE CULVERT UNDER STATE HIGHWAY 3, AND
 LH0742'IN THE TOP OF THE NORTH CONCRETE HEAD WALL.  A STANDARD DISK,
 LH0742'STAMPED P 166 1934.
 LH0742
 LH0742                          STATION RECOVERY (1946)
 LH0742
 LH0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 LH0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0302 ***********************************************************************
 LH0302  DESIGNATION -  P 167
 LH0302  PID         -  LH0302
 LH0302  STATE/COUNTY-  NE/WEBSTER
 LH0302  USGS QUAD   -  BLUE HILL (1969)
 LH0302
 LH0302                         *CURRENT SURVEY CONTROL
 LH0302  ___________________________________________________________________
 LH0302* NAD 83(1986)-  40 19 10.     (N)    098 26 42.     (W)     SCALED    
 LH0302* NAVD 88     -       598.421  (meters)    1963.32   (feet)  ADJUSTED  
 LH0302  ___________________________________________________________________
 LH0302  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 LH0302  DYNAMIC HT  -         598.065 (meters)    1962.15  (feet)  COMP
 LH0302  MODELED GRAV-     980,010.4   (mgal)                       NAVD 88
 LH0302
 LH0302  VERT ORDER  -  SECOND    CLASS 0
 LH0302
 LH0302.The horizontal coordinates were scaled from a topographic map and have
 LH0302.an estimated accuracy of +/- 6 seconds.
 LH0302
 LH0302.The orthometric height was determined by differential leveling
 LH0302.and adjusted by the National Geodetic Survey in June 1991..
 LH0302
 LH0302.The geoid height was determined by GEOID03.
 LH0302
 LH0302.The dynamic height is computed by dividing the NAVD 88
 LH0302.geopotential number by the normal gravity value computed on the
 LH0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0302.degrees latitude (g = 980.6199 gals.).
 LH0302
 LH0302.The modeled gravity was interpolated from observed gravity values.
 LH0302
 LH0302;                    North         East    Units  Estimated Accuracy
 LH0302;SPC NE       -    55,160.      632,140.      MT  (+/- 180 meters Scaled)
 LH0302
 LH0302                          SUPERSEDED SURVEY CONTROL
 LH0302
 LH0302  NGVD 29 (??/??/92)  598.191  (m)         1962.57   (f) ADJ UNCH    2 0
 LH0302
 LH0302.Superseded values are not recommended for survey control.
 LH0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0302.See file dsdata.txt to determine how the superseded data were derived.
 LH0302
 LH0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK471633(NAD 83)
 LH0302_MARKER: DB = BENCH MARK DISK
 LH0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0302_STAMPING: P 167 1934
 LH0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0302+STABILITY: SURFACE MOTION
 LH0302
 LH0302  HISTORY     - Date     Condition        Report By
 LH0302  HISTORY     - 1934     MONUMENTED       CGS
 LH0302
 LH0302                          STATION DESCRIPTION
 LH0302
 LH0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0302'1.1 MI W FROM BLUE HILL.
 LH0302'1.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0302'FROM THE STATION AT BLUE HILL, WEBSTER COUNTY, 7 RAILS WEST OF
 LH0302'THE CROSSING OF U.S. HIGHWAY 281, 42 FEET NORTH OF THE CENTERLINE
 LH0302'OF THE TRACK, AND 1 FOOT SOUTH OF THE PROPERTY LINE.  A STANDARD
 LH0302'DISK, STAMPED P 167 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0324 ***********************************************************************
 LH0324  DESIGNATION -  P 168
 LH0324  PID         -  LH0324
 LH0324  STATE/COUNTY-  NE/KEARNEY
 LH0324  USGS QUAD   -  MINDEN SOUTH (1969)
 LH0324
 LH0324                         *CURRENT SURVEY CONTROL
 LH0324  ___________________________________________________________________
 LH0324* NAD 83(1986)-  40 29 56.     (N)    098 56 50.     (W)     SCALED    
 LH0324* NAVD 88     -       662.783  (meters)    2174.48   (feet)  ADJUSTED  
 LH0324  ___________________________________________________________________
 LH0324  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 LH0324  DYNAMIC HT  -         662.388 (meters)    2173.18  (feet)  COMP
 LH0324  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 LH0324
 LH0324  VERT ORDER  -  SECOND    CLASS 0
 LH0324
 LH0324.The horizontal coordinates were scaled from a topographic map and have
 LH0324.an estimated accuracy of +/- 6 seconds.
 LH0324
 LH0324.The orthometric height was determined by differential leveling
 LH0324.and adjusted by the National Geodetic Survey in June 1991..
 LH0324
 LH0324.The geoid height was determined by GEOID03.
 LH0324
 LH0324.The dynamic height is computed by dividing the NAVD 88
 LH0324.geopotential number by the normal gravity value computed on the
 LH0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0324.degrees latitude (g = 980.6199 gals.).
 LH0324
 LH0324.The modeled gravity was interpolated from observed gravity values.
 LH0324
 LH0324;                    North         East    Units  Estimated Accuracy
 LH0324;SPC NE       -    74,440.      589,220.      MT  (+/- 180 meters Scaled)
 LH0324
 LH0324                          SUPERSEDED SURVEY CONTROL
 LH0324
 LH0324  NGVD 29 (??/??/92)  662.527  (m)         2173.64   (f) ADJ UNCH    2 0
 LH0324
 LH0324.Superseded values are not recommended for survey control.
 LH0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0324.See file dsdata.txt to determine how the superseded data were derived.
 LH0324
 LH0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK044831(NAD 83)
 LH0324_MARKER: DB = BENCH MARK DISK
 LH0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0324_SP_SET: STONE POST
 LH0324_STAMPING: P 168 1934
 LH0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0324+STABILITY: SURFACE MOTION
 LH0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0324+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 LH0324
 LH0324  HISTORY     - Date     Condition        Report By
 LH0324  HISTORY     - 1934     MONUMENTED       CGS
 LH0324  HISTORY     - 1934     GOOD             NGS
 LH0324  HISTORY     - 20060713 GOOD             INDIV
 LH0324
 LH0324                          STATION DESCRIPTION
 LH0324
 LH0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0324'AT MINDEN.
 LH0324'AT MINDEN, KEARNEY COUNTY, AT THE COUNTY COURTHOUSE, 50 FEET
 LH0324'EAST OF THE EAST ENTRANCE, 20 FEET WEST OF THE WEST SIDE OF A
 LH0324'SIDEWALK, AND IN THE SOUTHEAST CORNER OF THE STONE FOOTING FOR
 LH0324'A STONE MONUMENT.  A STANDARD DISK, STMAPED P 168 1934.
 LH0324
 LH0324                          STATION RECOVERY (2006)
 LH0324
 LH0324'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JDF)
 LH0324'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0372 ***********************************************************************
 LH0372  DESIGNATION -  P 169
 LH0372  PID         -  LH0372
 LH0372  STATE/COUNTY-  NE/WEBSTER
 LH0372  USGS QUAD   -  INAVALE (1974)
 LH0372
 LH0372                         *CURRENT SURVEY CONTROL
 LH0372  ___________________________________________________________________
 LH0372* NAD 83(1986)-  40 05 03.     (N)    098 42 25.     (W)     SCALED    
 LH0372* NAVD 88     -       529.868  (meters)    1738.41   (feet)  ADJUSTED  
 LH0372  ___________________________________________________________________
 LH0372  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 LH0372  DYNAMIC HT  -         529.542 (meters)    1737.34  (feet)  COMP
 LH0372  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 LH0372
 LH0372  VERT ORDER  -  SECOND    CLASS 0
 LH0372
 LH0372.The horizontal coordinates were scaled from a topographic map and have
 LH0372.an estimated accuracy of +/- 6 seconds.
 LH0372
 LH0372.The orthometric height was determined by differential leveling
 LH0372.and adjusted by the National Geodetic Survey in June 1991..
 LH0372
 LH0372.The geoid height was determined by GEOID03.
 LH0372
 LH0372.The dynamic height is computed by dividing the NAVD 88
 LH0372.geopotential number by the normal gravity value computed on the
 LH0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0372.degrees latitude (g = 980.6199 gals.).
 LH0372
 LH0372.The modeled gravity was interpolated from observed gravity values.
 LH0372
 LH0372;                    North         East    Units  Estimated Accuracy
 LH0372;SPC NE       -    28,680.      610,280.      MT  (+/- 180 meters Scaled)
 LH0372
 LH0372                          SUPERSEDED SURVEY CONTROL
 LH0372
 LH0372  NGVD 29 (??/??/92)  529.643  (m)         1737.67   (f) ADJ UNCH    2 0
 LH0372
 LH0372.Superseded values are not recommended for survey control.
 LH0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0372.See file dsdata.txt to determine how the superseded data were derived.
 LH0372
 LH0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK249371(NAD 83)
 LH0372_MARKER: DB = BENCH MARK DISK
 LH0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0372_STAMPING: P 169 1934
 LH0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0372+STABILITY: SURFACE MOTION
 LH0372
 LH0372  HISTORY     - Date     Condition        Report By
 LH0372  HISTORY     - 1934     MONUMENTED       CGS
 LH0372  HISTORY     - 1972     MARK NOT FOUND   USGS
 LH0372
 LH0372                          STATION DESCRIPTION
 LH0372
 LH0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0372'2.7 MI E FROM RIVERTON.
 LH0372'IN WEBSTER COUNTY, 2.7 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LH0372'AND QUINCY RAILROAD FROM THE STATION AT RIVERTON, FRANKLIN
 LH0372'COUNTY, AT A ROAD CROSSING, 42 FEET SOUTH OF THE CENTER LINE
 LH0372'OF THE TRACK, AND 24 FEET EAST OF THE CENTER LINE OF THE ROAD.
 LH0372'A STANDARD DISK, STAMPED P 169 1934 AND SET IN THE TOP OF A
 LH0372'CONCRETE POST.
 LH0372
 LH0372                          STATION RECOVERY (1972)
 LH0372
 LH0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LH0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0569 ***********************************************************************
 ML0569  DESIGNATION -  P 17
 ML0569  PID         -  ML0569
 ML0569  STATE/COUNTY-  NE/LOUP
 ML0569  USGS QUAD   -  TAYLOR SE (1952)
 ML0569
 ML0569                         *CURRENT SURVEY CONTROL
 ML0569  ___________________________________________________________________
 ML0569* NAD 83(1986)-  41 47 55.     (N)    099 22 28.     (W)     SCALED    
 ML0569* NAVD 88     -       728.116  (meters)    2388.83   (feet)  ADJUSTED  
 ML0569  ___________________________________________________________________
 ML0569  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 ML0569  DYNAMIC HT  -         727.769 (meters)    2387.69  (feet)  COMP
 ML0569  MODELED GRAV-     980,120.8   (mgal)                       NAVD 88
 ML0569
 ML0569  VERT ORDER  -  FIRST     CLASS II
 ML0569
 ML0569.The horizontal coordinates were scaled from a topographic map and have
 ML0569.an estimated accuracy of +/- 6 seconds.
 ML0569
 ML0569.The orthometric height was determined by differential leveling
 ML0569.and adjusted by the National Geodetic Survey in June 1991..
 ML0569
 ML0569.The geoid height was determined by GEOID03.
 ML0569
 ML0569.The dynamic height is computed by dividing the NAVD 88
 ML0569.geopotential number by the normal gravity value computed on the
 ML0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0569.degrees latitude (g = 980.6199 gals.).
 ML0569
 ML0569.The modeled gravity was interpolated from observed gravity values.
 ML0569
 ML0569;                    North         East    Units  Estimated Accuracy
 ML0569;SPC NE       -   218,390.      551,970.      MT  (+/- 180 meters Scaled)
 ML0569
 ML0569                          SUPERSEDED SURVEY CONTROL
 ML0569
 ML0569  NGVD 29 (??/??/92)  727.863  (m)         2388.00   (f) ADJ UNCH    1 2
 ML0569
 ML0569.Superseded values are not recommended for survey control.
 ML0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0569.See file dsdata.txt to determine how the superseded data were derived.
 ML0569
 ML0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM688274(NAD 83)
 ML0569_MARKER: DB = BENCH MARK DISK
 ML0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0569+STABILITY: SURFACE MOTION
 ML0569
 ML0569  HISTORY     - Date     Condition        Report By
 ML0569  HISTORY     - UNK      MONUMENTED       CGS
 ML0569  HISTORY     - 1933     GOOD             NGS
 ML0569  HISTORY     - 1934     GOOD             NGS
 ML0569
 ML0569                          STATION DESCRIPTION
 ML0569
 ML0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0569'2 MI N FROM TAYLOR.
 ML0569'2 MILES NORTH.  MARK IS 0.5 MILE NORTH OF LANE LEADING TO HOUSE
 ML0569'OWNED BY HOLVOY JENSEN.  IT IS ON THE TOP OF A HILL AND IS 45
 ML0569'FT. EAST OF THE CENTER OF HWY. 83 ON A CURVE, AND IS 3 FT. WEST
 ML0569'OF A FENCE.
 ML0569
 ML0569                          STATION RECOVERY (1934)
 ML0569
 ML0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ML0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0591 ***********************************************************************
 LG0591  DESIGNATION -  P 170
 LG0591  PID         -  LG0591
 LG0591  STATE/COUNTY-  NE/NUCKOLLS
 LG0591  USGS QUAD   -  EDGAR (1960)
 LG0591
 LG0591                         *CURRENT SURVEY CONTROL
 LG0591  ___________________________________________________________________
 LG0591* NAD 83(1986)-  40 21 12.     (N)    097 55 40.     (W)     SCALED    
 LG0591* NAVD 88     -       519.314  (meters)    1703.78   (feet)  ADJUSTED  
 LG0591  ___________________________________________________________________
 LG0591  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 LG0591  DYNAMIC HT  -         519.015 (meters)    1702.80  (feet)  COMP
 LG0591  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 LG0591
 LG0591  VERT ORDER  -  SECOND    CLASS 0
 LG0591
 LG0591.The horizontal coordinates were scaled from a topographic map and have
 LG0591.an estimated accuracy of +/- 6 seconds.
 LG0591
 LG0591.The orthometric height was determined by differential leveling
 LG0591.and adjusted by the National Geodetic Survey in June 1991..
 LG0591
 LG0591.The geoid height was determined by GEOID03.
 LG0591
 LG0591.The dynamic height is computed by dividing the NAVD 88
 LG0591.geopotential number by the normal gravity value computed on the
 LG0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0591.degrees latitude (g = 980.6199 gals.).
 LG0591
 LG0591.The modeled gravity was interpolated from observed gravity values.
 LG0591
 LG0591;                    North         East    Units  Estimated Accuracy
 LG0591;SPC NE       -    59,850.      676,000.      MT  (+/- 180 meters Scaled)
 LG0591
 LG0591                          SUPERSEDED SURVEY CONTROL
 LG0591
 LG0591  NGVD 29 (??/??/92)  519.120  (m)         1703.15   (f) ADJ UNCH    2 0
 LG0591
 LG0591.Superseded values are not recommended for survey control.
 LG0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0591.See file dsdata.txt to determine how the superseded data were derived.
 LG0591
 LG0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK910675(NAD 83)
 LG0591_MARKER: DB = BENCH MARK DISK
 LG0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0591_STAMPING: P 170 1934
 LG0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0591+STABILITY: SURFACE MOTION
 LG0591
 LG0591  HISTORY     - Date     Condition        Report By
 LG0591  HISTORY     - 1934     MONUMENTED       CGS
 LG0591
 LG0591                          STATION DESCRIPTION
 LG0591
 LG0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0591'2.5 MI E FROM EDGAR.
 LG0591'IN NUCKOLLS COUNTY, 2.5 MILES EAST ALONG THE UNION PACIFIC
 LG0591'RAILROAD FROM THE STATION AT EDGAR, CLAY COUNTY, 3 POLES NORTHWEST
 LG0591'OF MILEPOST 198, 39 FEET EAST OF THE CENTERLINE OF THE TRACK,
 LG0591'AND 2 FEET WEST OF THE PROPERTY LINE.  A STANDARD DISK, STAMPED
 LG0591'P 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0573 ***********************************************************************
 LG0573  DESIGNATION -  P 171
 LG0573  PID         -  LG0573
 LG0573  STATE/COUNTY-  NE/JEFFERSON
 LG0573  USGS QUAD   -  FAIRBURY SW (1960)
 LG0573
 LG0573                         *CURRENT SURVEY CONTROL
 LG0573  ___________________________________________________________________
 LG0573* NAD 83(1986)-  40 06 16.     (N)    097 08 36.     (W)     SCALED    
 LG0573* NAVD 88     -       394.875  (meters)    1295.52   (feet)  ADJUSTED  
 LG0573  ___________________________________________________________________
 LG0573  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 LG0573  DYNAMIC HT  -         394.649 (meters)    1294.78  (feet)  COMP
 LG0573  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 LG0573
 LG0573  VERT ORDER  -  SECOND    CLASS 0
 LG0573
 LG0573.The horizontal coordinates were scaled from a topographic map and have
 LG0573.an estimated accuracy of +/- 6 seconds.
 LG0573
 LG0573.The orthometric height was determined by differential leveling
 LG0573.and adjusted by the National Geodetic Survey in June 1991..
 LG0573
 LG0573.The geoid height was determined by GEOID03.
 LG0573
 LG0573.The dynamic height is computed by dividing the NAVD 88
 LG0573.geopotential number by the normal gravity value computed on the
 LG0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0573.degrees latitude (g = 980.6199 gals.).
 LG0573
 LG0573.The modeled gravity was interpolated from observed gravity values.
 LG0573
 LG0573;                    North         East    Units  Estimated Accuracy
 LG0573;SPC NE       -    34,130.      743,510.      MT  (+/- 180 meters Scaled)
 LG0573
 LG0573                          SUPERSEDED SURVEY CONTROL
 LG0573
 LG0573  NGVD 29 (??/??/92)  394.729  (m)         1295.04   (f) ADJ UNCH    2 0
 LG0573
 LG0573.Superseded values are not recommended for survey control.
 LG0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0573.See file dsdata.txt to determine how the superseded data were derived.
 LG0573
 LG0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK582410(NAD 83)
 LG0573_MARKER: DB = BENCH MARK DISK
 LG0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0573_STAMPING: P 171 1934
 LG0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0573+STABILITY: SURFACE MOTION
 LG0573
 LG0573  HISTORY     - Date     Condition        Report By
 LG0573  HISTORY     - 1934     MONUMENTED       CGS
 LG0573
 LG0573                          STATION DESCRIPTION
 LG0573
 LG0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0573'2.9 MI SE FROM FAIRBURY.
 LG0573'2.9 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0573'COUNTY COURTHOUSE AT FAIRBURY, JEFFERSON COUNTY, 8 RAILS EAST
 LG0573'OF MILEPOST 150, AT A ROAD CROSSING, 30 FEET NORTH OF THE
 LG0573'CENTERLINE OF THE TRACK, AND 27 FEET WEST OF THE CENTERLINE
 LG0573'OF THE ROAD.  A STANDARD DISK, STAMPED P 171 1934 AND SET IN
 LG0573'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0545 ***********************************************************************
 LG0545  DESIGNATION -  P 172
 LG0545  PID         -  LG0545
 LG0545  STATE/COUNTY-  NE/JEFFERSON
 LG0545  USGS QUAD   -  REYNOLDS (1980)
 LG0545
 LG0545                         *CURRENT SURVEY CONTROL
 LG0545  ___________________________________________________________________
 LG0545* NAD 83(1986)-  40 03 29.     (N)    097 20 28.     (W)     SCALED    
 LG0545* NAVD 88     -       423.659  (meters)    1389.95   (feet)  ADJUSTED  
 LG0545  ___________________________________________________________________
 LG0545  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0545  DYNAMIC HT  -         423.412 (meters)    1389.14  (feet)  COMP
 LG0545  MODELED GRAV-     980,030.8   (mgal)                       NAVD 88
 LG0545
 LG0545  VERT ORDER  -  SECOND    CLASS 0
 LG0545
 LG0545.The horizontal coordinates were scaled from a topographic map and have
 LG0545.an estimated accuracy of +/- 6 seconds.
 LG0545
 LG0545.The orthometric height was determined by differential leveling
 LG0545.and adjusted by the National Geodetic Survey in June 1991..
 LG0545
 LG0545.The geoid height was determined by GEOID03.
 LG0545
 LG0545.The dynamic height is computed by dividing the NAVD 88
 LG0545.geopotential number by the normal gravity value computed on the
 LG0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0545.degrees latitude (g = 980.6199 gals.).
 LG0545
 LG0545.The modeled gravity was interpolated from observed gravity values.
 LG0545
 LG0545;                    North         East    Units  Estimated Accuracy
 LG0545;SPC NE       -    28,440.      726,820.      MT  (+/- 180 meters Scaled)
 LG0545
 LG0545                          SUPERSEDED SURVEY CONTROL
 LG0545
 LG0545  NGVD 29 (??/??/92)  423.503  (m)         1389.44   (f) ADJ UNCH    2 0
 LG0545
 LG0545.Superseded values are not recommended for survey control.
 LG0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0545.See file dsdata.txt to determine how the superseded data were derived.
 LG0545
 LG0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK414355(NAD 83)
 LG0545_MARKER: DB = BENCH MARK DISK
 LG0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0545_SP_SET: CULVERT
 LG0545_STAMPING: P 172 1934
 LG0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0545
 LG0545  HISTORY     - Date     Condition        Report By
 LG0545  HISTORY     - 1934     MONUMENTED       CGS
 LG0545
 LG0545                          STATION DESCRIPTION
 LG0545
 LG0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0545'AT REYNOLDS.
 LG0545'AT REYNOLDS, JEFFERSON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0545'QUINCY RAILROAD, ABOUT 1/4 MILE WEST OF THE STATION, AT A CONCRETE
 LG0545'CULVERT, AND IN THE TOP OF THE SOUTHWEST WING WALL.  A STANDARD
 LG0545'DISK, STAMPED P 172 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0358 ***********************************************************************
 LG0358  DESIGNATION -  P 173
 LG0358  PID         -  LG0358
 LG0358  STATE/COUNTY-  NE/LANCASTER
 LG0358  USGS QUAD   -  ROCA (1972)
 LG0358
 LG0358                         *CURRENT SURVEY CONTROL
 LG0358  ___________________________________________________________________
 LG0358* NAD 83(1986)-  40 38 21.     (N)    096 40 09.     (W)     SCALED    
 LG0358* NAVD 88     -       375.303  (meters)    1231.31   (feet)  ADJUSTED  
 LG0358  ___________________________________________________________________
 LG0358  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 LG0358  DYNAMIC HT  -         375.137 (meters)    1230.76  (feet)  COMP
 LG0358  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 LG0358
 LG0358  VERT ORDER  -  SECOND    CLASS 0
 LG0358
 LG0358.The horizontal coordinates were scaled from a topographic map and have
 LG0358.an estimated accuracy of +/- 6 seconds.
 LG0358
 LG0358.The orthometric height was determined by differential leveling
 LG0358.and adjusted by the National Geodetic Survey in June 1991..
 LG0358
 LG0358.The geoid height was determined by GEOID03.
 LG0358
 LG0358.The dynamic height is computed by dividing the NAVD 88
 LG0358.geopotential number by the normal gravity value computed on the
 LG0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0358.degrees latitude (g = 980.6199 gals.).
 LG0358
 LG0358.The modeled gravity was interpolated from observed gravity values.
 LG0358
 LG0358;                    North         East    Units  Estimated Accuracy
 LG0358;SPC NE       -    94,900.      781,630.      MT  (+/- 180 meters Scaled)
 LG0358
 LG0358                          SUPERSEDED SURVEY CONTROL
 LG0358
 LG0358  NGVD 29 (??/??/92)  375.210  (m)         1231.00   (f) ADJ UNCH    2 0
 LG0358
 LG0358.Superseded values are not recommended for survey control.
 LG0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0358.See file dsdata.txt to determine how the superseded data were derived.
 LG0358
 LG0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL971013(NAD 83)
 LG0358_MARKER: DB = BENCH MARK DISK
 LG0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0358_SP_SET: CULVERT HEADWALL
 LG0358_STAMPING: P 173 1934
 LG0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0358
 LG0358  HISTORY     - Date     Condition        Report By
 LG0358  HISTORY     - 1934     MONUMENTED       CGS
 LG0358  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0358
 LG0358                          STATION DESCRIPTION
 LG0358
 LG0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0358'1.4 MI S FROM HANLON.
 LG0358'1.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0358'AT HANLON, LANCASTER COUNTY, ABOUT 1/4 MILE SOUTH OF A RAILROAD
 LG0358'CROSSING, AT CONCRETE CULVERT 69.67, AND IN THE TOP OF THE WEST
 LG0358'HEADWALL.  A STANDARD DISK, STAMPED P 173 1934.  NOTE-- THE
 LG0358'1964 BY USGS REPORTS CULVERT HEADWALL IN WHICH TABLET IS SET IS
 LG0358'COVERED WITH ABOUT THREE FEET OF CRUSHED ROCK.  NOT DUG FOR.
 LG0358
 LG0358                          STATION RECOVERY (1964)
 LG0358
 LG0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0245 ***********************************************************************
 LG0245  DESIGNATION -  P 174
 LG0245  PID         -  LG0245
 LG0245  STATE/COUNTY-  NE/GAGE
 LG0245  USGS QUAD   -  PICKRELL (1964)
 LG0245
 LG0245                         *CURRENT SURVEY CONTROL
 LG0245  ___________________________________________________________________
 LG0245* NAD 83(1986)-  40 22 39.     (N)    096 43 35.     (W)     SCALED    
 LG0245* NAVD 88     -       402.628  (meters)    1320.96   (feet)  ADJUSTED  
 LG0245  ___________________________________________________________________
 LG0245  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 LG0245  DYNAMIC HT  -         402.417 (meters)    1320.26  (feet)  COMP
 LG0245  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 LG0245
 LG0245  VERT ORDER  -  SECOND    CLASS 0
 LG0245
 LG0245.The horizontal coordinates were scaled from a topographic map and have
 LG0245.an estimated accuracy of +/- 6 seconds.
 LG0245
 LG0245.The orthometric height was determined by differential leveling
 LG0245.and adjusted by the National Geodetic Survey in June 1991..
 LG0245
 LG0245.The geoid height was determined by GEOID03.
 LG0245
 LG0245.The dynamic height is computed by dividing the NAVD 88
 LG0245.geopotential number by the normal gravity value computed on the
 LG0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0245.degrees latitude (g = 980.6199 gals.).
 LG0245
 LG0245.The modeled gravity was interpolated from observed gravity values.
 LG0245
 LG0245;                    North         East    Units  Estimated Accuracy
 LG0245;SPC NE       -    65,680.      777,890.      MT  (+/- 180 meters Scaled)
 LG0245
 LG0245                          SUPERSEDED SURVEY CONTROL
 LG0245
 LG0245  NGVD 29 (??/??/92)  402.513  (m)         1320.58   (f) ADJ UNCH    2 0
 LG0245
 LG0245.Superseded values are not recommended for survey control.
 LG0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0245.See file dsdata.txt to determine how the superseded data were derived.
 LG0245
 LG0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK930721(NAD 83)
 LG0245_MARKER: DB = BENCH MARK DISK
 LG0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0245_STAMPING: P 174 1934
 LG0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0245+STABILITY: SURFACE MOTION
 LG0245
 LG0245  HISTORY     - Date     Condition        Report By
 LG0245  HISTORY     - 1934     MONUMENTED       CGS
 LG0245  HISTORY     - 1963     GOOD             NGPCA
 LG0245  HISTORY     - 1977     GOOD             LOCSUR
 LG0245
 LG0245                          STATION DESCRIPTION
 LG0245
 LG0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0245'AT PICKRELL.
 LG0245'AT PICKRELL, GAGE COUNTY, ON THE UNION PACIFIC RAILROAD, 200
 LG0245'FEET SOUTH OF THE STATION, 2 POLES NORTH OF MILEPOST 89, AND
 LG0245'45 FEET WEST OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD
 LG0245'DISK, STAMPED P 174 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0245
 LG0245                          STATION RECOVERY (1963)
 LG0245
 LG0245'RECOVERY NOTE BY NATURAL GAS CO 1963
 LG0245'RECOVERED IN GOOD CONDITION.
 LG0245
 LG0245                          STATION RECOVERY (1977)
 LG0245
 LG0245'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LG0245'MOUNMENT LEANING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0206 ***********************************************************************
 LG0206  DESIGNATION -  P 175
 LG0206  PID         -  LG0206
 LG0206  STATE/COUNTY-  NE/PAWNEE
 LG0206  USGS QUAD   -  DU BOIS (1965)
 LG0206
 LG0206                         *CURRENT SURVEY CONTROL
 LG0206  ___________________________________________________________________
 LG0206* NAD 83(1986)-  40 02 39.     (N)    096 05 14.     (W)     SCALED    
 LG0206* NAVD 88     -       330.380  (meters)    1083.92   (feet)  ADJUSTED  
 LG0206  ___________________________________________________________________
 LG0206  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LG0206  DYNAMIC HT  -         330.197 (meters)    1083.32  (feet)  COMP
 LG0206  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 LG0206
 LG0206  VERT ORDER  -  SECOND    CLASS 0
 LG0206
 LG0206.The horizontal coordinates were scaled from a topographic map and have
 LG0206.an estimated accuracy of +/- 6 seconds.
 LG0206
 LG0206.The orthometric height was determined by differential leveling
 LG0206.and adjusted by the National Geodetic Survey in June 1991..
 LG0206
 LG0206.The geoid height was determined by GEOID03.
 LG0206
 LG0206.The dynamic height is computed by dividing the NAVD 88
 LG0206.geopotential number by the normal gravity value computed on the
 LG0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0206.degrees latitude (g = 980.6199 gals.).
 LG0206
 LG0206.The modeled gravity was interpolated from observed gravity values.
 LG0206
 LG0206;                    North         East    Units  Estimated Accuracy
 LG0206;SPC NE       -    30,970.      833,790.      MT  (+/- 180 meters Scaled)
 LG0206
 LG0206                          SUPERSEDED SURVEY CONTROL
 LG0206
 LG0206  NGVD 29 (??/??/92)  330.275  (m)         1083.58   (f) ADJ UNCH    2 0
 LG0206
 LG0206.Superseded values are not recommended for survey control.
 LG0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0206.See file dsdata.txt to determine how the superseded data were derived.
 LG0206
 LG0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK484367(NAD 83)
 LG0206_MARKER: DB = BENCH MARK DISK
 LG0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0206_STAMPING: P 175 1934
 LG0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0206+STABILITY: SURFACE MOTION
 LG0206
 LG0206  HISTORY     - Date     Condition        Report By
 LG0206  HISTORY     - 1934     MONUMENTED       CGS
 LG0206
 LG0206                          STATION DESCRIPTION
 LG0206
 LG0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0206'2.1 MI NW FROM DU BOIS.
 LG0206'2.1 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0206'RAILROAD FROM THE CITY WATER TOWER AT DU BOIS, PAWNEE COUNTY,
 LG0206'8 FEET EAST OF MILEAGE POST 85.20, AT A ROAD CROSSING, 45 FEET
 LG0206'SOUTH OF THE CENTER LINE OF THE ROAD, AND 40 FEET EAST OF THE
 LG0206'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED P 175 1934
 LG0206'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0175 ***********************************************************************
 LG0175  DESIGNATION -  P 176
 LG0175  PID         -  LG0175
 LG0175  STATE/COUNTY-  NE/JOHNSON
 LG0175  USGS QUAD   -  VESTA (1965)
 LG0175
 LG0175                         *CURRENT SURVEY CONTROL
 LG0175  ___________________________________________________________________
 LG0175* NAD 83(1986)-  40 21 24.     (N)    096 20 08.     (W)     SCALED    
 LG0175* NAVD 88     -       375.420  (meters)    1231.69   (feet)  ADJUSTED  
 LG0175  ___________________________________________________________________
 LG0175  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 LG0175  DYNAMIC HT  -         375.220 (meters)    1231.03  (feet)  COMP
 LG0175  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 LG0175
 LG0175  VERT ORDER  -  SECOND    CLASS 0
 LG0175
 LG0175.The horizontal coordinates were scaled from a topographic map and have
 LG0175.an estimated accuracy of +/- 6 seconds.
 LG0175
 LG0175.The orthometric height was determined by differential leveling
 LG0175.and adjusted by the National Geodetic Survey in June 1991..
 LG0175
 LG0175.The geoid height was determined by GEOID03.
 LG0175
 LG0175.The dynamic height is computed by dividing the NAVD 88
 LG0175.geopotential number by the normal gravity value computed on the
 LG0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0175.degrees latitude (g = 980.6199 gals.).
 LG0175
 LG0175.The modeled gravity was interpolated from observed gravity values.
 LG0175
 LG0175;                    North         East    Units  Estimated Accuracy
 LG0175;SPC NE       -    64,700.      811,150.      MT  (+/- 180 meters Scaled)
 LG0175
 LG0175                          SUPERSEDED SURVEY CONTROL
 LG0175
 LG0175  NGVD 29 (??/??/92)  375.316  (m)         1231.35   (f) ADJ UNCH    2 0
 LG0175
 LG0175.Superseded values are not recommended for survey control.
 LG0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0175.See file dsdata.txt to determine how the superseded data were derived.
 LG0175
 LG0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK262707(NAD 83)
 LG0175_MARKER: DB = BENCH MARK DISK
 LG0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0175_STAMPING: P 176 1934
 LG0175_MARK LOGO: CGS   
 LG0175_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0175+STABILITY: SURFACE MOTION
 LG0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0175+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1998
 LG0175
 LG0175  HISTORY     - Date     Condition        Report By
 LG0175  HISTORY     - 1934     MONUMENTED       CGS
 LG0175  HISTORY     - 1964     GOOD             USGS
 LG0175  HISTORY     - 19980203 GOOD             NEDR
 LG0175
 LG0175                          STATION DESCRIPTION
 LG0175
 LG0175'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LG0175'AT VESTA.
 LG0175'IN EASTERN PART OF VILLAGE OF VESTA, AT EASTERNMOST X-RD  ON THE
 LG0175'MAIN STREET WHERE A SERVICE STATION AND GENERAL STORE COMBINATION
 LG0175'IS LOCATD ON SW CORNER, 222 FEET NORTH AND WEST ALONG A CURVING
 LG0175'ROAD, 199 FT. EAST THROUGH A PASTURE, 70 FT. SSW FROM SW CORNER
 LG0175'OF SMALL FRAME DWELLING BELONGING TO MR. FRED WERMAN, 28 FT.
 LG0175'NORTH AND 5 FT. EAST OF SW CORNER OF A CHICKEN YARD, IN CONCRETE
 LG0175'POST.
 LG0175
 LG0175                          STATION RECOVERY (1998)
 LG0175
 LG0175'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LG0175'RECOVERED IN GOOD CONDITION.  TO REACH FROM THE NORTHERN MOST OF 2
 LG0175'T-INTERSECTIONS EAST OF THE VILLAGE OF VESTA, GO WEST APPROXIMATELY
 LG0175'0.2 MI (0.3 KM) TO THE BENCH MARK 43 M (141.1 FT) SOUTH OF THE
 LG0175'CENTERLINE OF THE ROAD, IN AN ABANDONED HOUSE/FARM YARD, NEAR THE
 LG0175'CENTER OF SEC31, T5N, R10E.  IT IS 21.336 M (70.000 FT)
 LG0175'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE ABANDONED HOUSE AND
 LG0175'1.21 M (3.97 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0496 ***********************************************************************
 LF0496  DESIGNATION -  P 177
 LF0496  PID         -  LF0496
 LF0496  STATE/COUNTY-  NE/NEMAHA
 LF0496  USGS QUAD   -  HOWE (1966)
 LF0496
 LF0496                         *CURRENT SURVEY CONTROL
 LF0496  ___________________________________________________________________
 LF0496* NAD 83(1986)-  40 21 50.     (N)    095 48 39.     (W)     SCALED    
 LF0496* NAVD 88     -       299.558  (meters)     982.80   (feet)  ADJUSTED  
 LF0496  ___________________________________________________________________
 LF0496  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LF0496  DYNAMIC HT  -         299.399 (meters)     982.28  (feet)  COMP
 LF0496  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 LF0496
 LF0496  VERT ORDER  -  SECOND    CLASS 0
 LF0496
 LF0496.The horizontal coordinates were scaled from a topographic map and have
 LF0496.an estimated accuracy of +/- 6 seconds.
 LF0496
 LF0496.The orthometric height was determined by differential leveling
 LF0496.and adjusted by the National Geodetic Survey in June 1991..
 LF0496
 LF0496.The geoid height was determined by GEOID03.
 LF0496
 LF0496.The dynamic height is computed by dividing the NAVD 88
 LF0496.geopotential number by the normal gravity value computed on the
 LF0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0496.degrees latitude (g = 980.6199 gals.).
 LF0496
 LF0496.The modeled gravity was interpolated from observed gravity values.
 LF0496
 LF0496;                    North         East    Units  Estimated Accuracy
 LF0496;SPC NE       -    67,530.      855,630.      MT  (+/- 180 meters Scaled)
 LF0496
 LF0496                          SUPERSEDED SURVEY CONTROL
 LF0496
 LF0496  NGVD 29 (??/??/92)  299.474  (m)          982.52   (f) ADJ UNCH    2 0
 LF0496
 LF0496.Superseded values are not recommended for survey control.
 LF0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0496.See file dsdata.txt to determine how the superseded data were derived.
 LF0496
 LF0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE613719(NAD 83)
 LF0496_MARKER: DB = BENCH MARK DISK
 LF0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0496_STAMPING: P 177 1934
 LF0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0496+STABILITY: SURFACE MOTION
 LF0496
 LF0496  HISTORY     - Date     Condition        Report By
 LF0496  HISTORY     - 1934     MONUMENTED       CGS
 LF0496  HISTORY     - 1954     GOOD             NGS
 LF0496
 LF0496                          STATION DESCRIPTION
 LF0496
 LF0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LF0496'3.4 MI S FROM AUBURN.
 LF0496'3.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0496'STATION AT AUBURN, NEMAHA COUNTY, 6 POLES NORTH OF THE CROSSING
 LF0496'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 2 POLES NORTH OF
 LF0496'POLE 411/20, AT A ROAD CROSSING, 48 FEET WEST OF THE CENTERLINE
 LF0496'OF THE TRACK, AND 20 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 LF0496'A STANDARD DISK, STAMPED P 177 1934 AND SET IN THE TOP OF A
 LF0496'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0482 ***********************************************************************
 NN0482  DESIGNATION -  P 18
 NN0482  PID         -  NN0482
 NN0482  STATE/COUNTY-  NE/ROCK
 NN0482  USGS QUAD   -  HAGAN LAKE NE (1982)
 NN0482
 NN0482                         *CURRENT SURVEY CONTROL
 NN0482  ___________________________________________________________________
 NN0482* NAD 83(1986)-  42 29 08.     (N)    099 32 21.     (W)     SCALED    
 NN0482* NAVD 88     -       745.225  (meters)    2444.96   (feet)  ADJUSTED  
 NN0482  ___________________________________________________________________
 NN0482  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 NN0482  DYNAMIC HT  -         744.918 (meters)    2443.95  (feet)  COMP
 NN0482  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 NN0482
 NN0482  VERT ORDER  -  FIRST     CLASS II
 NN0482
 NN0482.The horizontal coordinates were scaled from a topographic map and have
 NN0482.an estimated accuracy of +/- 6 seconds.
 NN0482
 NN0482.The orthometric height was determined by differential leveling
 NN0482.and adjusted by the National Geodetic Survey in June 1991..
 NN0482
 NN0482.The geoid height was determined by GEOID03.
 NN0482
 NN0482.The dynamic height is computed by dividing the NAVD 88
 NN0482.geopotential number by the normal gravity value computed on the
 NN0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0482.degrees latitude (g = 980.6199 gals.).
 NN0482
 NN0482.The modeled gravity was interpolated from observed gravity values.
 NN0482
 NN0482;                    North         East    Units  Estimated Accuracy
 NN0482;SPC NE       -   294,580.      537,880.      MT  (+/- 180 meters Scaled)
 NN0482
 NN0482                          SUPERSEDED SURVEY CONTROL
 NN0482
 NN0482  NGVD 29 (??/??/92)  744.970  (m)         2444.12   (f) ADJ UNCH    1 2
 NN0482
 NN0482.Superseded values are not recommended for survey control.
 NN0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0482.See file dsdata.txt to determine how the superseded data were derived.
 NN0482
 NN0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN556038(NAD 83)
 NN0482_MARKER: DB = BENCH MARK DISK
 NN0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0482_STAMPING: P 18 1933
 NN0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0482+STABILITY: SURFACE MOTION
 NN0482
 NN0482  HISTORY     - Date     Condition        Report By
 NN0482  HISTORY     - 1933     MONUMENTED       CGS
 NN0482  HISTORY     - 1956     GOOD             NGS
 NN0482  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0482
 NN0482                          STATION DESCRIPTION
 NN0482
 NN0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NN0482'6.5 MI S FROM BASSETT.
 NN0482'6.5 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF U.S.
 NN0482'HIGHWAYS 20 AND 183 IN BASSETT, ROCK COUNTY, ABOUT 1 AND 1/2 MILES
 NN0482'NORTH OF A CONCRETE BLOCK HOUSE, AT THE TOP OF THE HIGHEST RISE
 NN0482'IN THE HIGHWAY, AT A CROSS FENCE, 40 FEET EAST OF THE CENTER
 NN0482'OF OLD HIGHWAY, AND 8 FEET EAST OF FENCE CORNER.  SET IN THE
 NN0482'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 NN0482
 NN0482                          STATION RECOVERY (1975)
 NN0482
 NN0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0275 ***********************************************************************
 NN0275  DESIGNATION -  P 19
 NN0275  PID         -  NN0275
 NN0275  STATE/COUNTY-  NE/HOLT
 NN0275  USGS QUAD   -  SPENCER SOUTH (1952)
 NN0275
 NN0275                         *CURRENT SURVEY CONTROL
 NN0275  ___________________________________________________________________
 NN0275* NAD 83(1986)-  42 48 31.     (N)    098 39 18.     (W)     SCALED    
 NN0275* NAVD 88     -       456.272  (meters)    1496.95   (feet)  ADJUSTED  
 NN0275  ___________________________________________________________________
 NN0275  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 NN0275  DYNAMIC HT  -         456.109 (meters)    1496.42  (feet)  COMP
 NN0275  MODELED GRAV-     980,250.0   (mgal)                       NAVD 88
 NN0275
 NN0275  VERT ORDER  -  FIRST     CLASS II
 NN0275
 NN0275.The horizontal coordinates were scaled from a topographic map and have
 NN0275.an estimated accuracy of +/- 6 seconds.
 NN0275
 NN0275.The orthometric height was determined by differential leveling
 NN0275.and adjusted by the National Geodetic Survey in June 1991..
 NN0275
 NN0275.The geoid height was determined by GEOID03.
 NN0275
 NN0275.The dynamic height is computed by dividing the NAVD 88
 NN0275.geopotential number by the normal gravity value computed on the
 NN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0275.degrees latitude (g = 980.6199 gals.).
 NN0275
 NN0275.The modeled gravity was interpolated from observed gravity values.
 NN0275
 NN0275;                    North         East    Units  Estimated Accuracy
 NN0275;SPC NE       -   331,220.      610,000.      MT  (+/- 180 meters Scaled)
 NN0275
 NN0275                          SUPERSEDED SURVEY CONTROL
 NN0275
 NN0275  NGVD 29 (??/??/92)  456.018  (m)         1496.12   (f) ADJ UNCH    1 2
 NN0275
 NN0275.Superseded values are not recommended for survey control.
 NN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0275.See file dsdata.txt to determine how the superseded data were derived.
 NN0275
 NN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN282396(NAD 83)
 NN0275_MARKER: DB = BENCH MARK DISK
 NN0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0275_STAMPING: 1496.119 P 19 1933
 NN0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0275+STABILITY: SURFACE MOTION
 NN0275
 NN0275  HISTORY     - Date     Condition        Report By
 NN0275  HISTORY     - 1933     MONUMENTED       CGS
 NN0275
 NN0275                          STATION DESCRIPTION
 NN0275
 NN0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0275'5.7 MI SE FROM SPENCER.
 NN0275'IN HOLT COUNTY, 5.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 281 FROM
 NN0275'SPENCER, BOYD COUNTY, AT THE WEST SIDE OF THE BRIDGE OVER NIOBRARA
 NN0275'RIVER, AND IN THE TOP OF THE SOUTH CONCRETE PIER OF THE TRUSS.
 NN0275'A STANDARD DISK, STAMPED 1496.119 P 19 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0197 ***********************************************************************
 NN0197  DESIGNATION -  P 2 MAGNETIC STATION
 NN0197  PID         -  NN0197
 NN0197  STATE/COUNTY-  NE/HOLT
 NN0197  USGS QUAD   -  O'NEILL (1986)
 NN0197
 NN0197                         *CURRENT SURVEY CONTROL
 NN0197  ___________________________________________________________________
 NN0197* NAD 83(1986)-  42 27 34.     (N)    098 38 51.     (W)     SCALED    
 NN0197* NAVD 88     -       609.726  (meters)    2000.41   (feet)  ADJUSTED  
 NN0197  ___________________________________________________________________
 NN0197  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NN0197  DYNAMIC HT  -         609.498 (meters)    1999.66  (feet)  COMP
 NN0197  MODELED GRAV-     980,227.9   (mgal)                       NAVD 88
 NN0197
 NN0197  VERT ORDER  -  FIRST     CLASS II
 NN0197
 NN0197.The horizontal coordinates were scaled from a topographic map and have
 NN0197.an estimated accuracy of +/- 6 seconds.
 NN0197
 NN0197.The orthometric height was determined by differential leveling
 NN0197.and adjusted by the National Geodetic Survey in June 1991..
 NN0197.WARNING-Repeat measurements at this control monument indicate possible
 NN0197.vertical movement.
 NN0197
 NN0197.The geoid height was determined by GEOID03.
 NN0197
 NN0197.The dynamic height is computed by dividing the NAVD 88
 NN0197.geopotential number by the normal gravity value computed on the
 NN0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0197.degrees latitude (g = 980.6199 gals.).
 NN0197
 NN0197.The modeled gravity was interpolated from observed gravity values.
 NN0197
 NN0197;                    North         East    Units  Estimated Accuracy
 NN0197;SPC NE       -   292,450.      611,220.      MT  (+/- 180 meters Scaled)
 NN0197
 NN0197                          SUPERSEDED SURVEY CONTROL
 NN0197
 NN0197  NGVD 29 (??/??/92)  609.533  (m)         1999.78   (f) ADJ UNCH    1 2
 NN0197
 NN0197.Superseded values are not recommended for survey control.
 NN0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0197.See file dsdata.txt to determine how the superseded data were derived.
 NN0197
 NN0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN289008(NAD 83)
 NN0197_MARKER: DB = BENCH MARK DISK
 NN0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0197_SP_SET: STONE POST
 NN0197_MARK LOGO: CGS   
 NN0197_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0197+STABILITY: SURFACE MOTION
 NN0197
 NN0197  HISTORY     - Date     Condition        Report By
 NN0197  HISTORY     - UNK      MONUMENTED       CGS
 NN0197  HISTORY     - 1946     GOOD             NGS
 NN0197  HISTORY     - 19981018 GOOD             LOCSUR
 NN0197
 NN0197                          STATION DESCRIPTION
 NN0197
 NN0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0197'AT O NEILL.
 NN0197'AT O NEILL, HOLT COUNTY, AT THE COUNTY COURTHOUSE, AT THE WEST
 NN0197'ENTRANCE, 57 FEET EAST OF THE EAST CURB OF A STREET, 53 FEET
 NN0197'WEST OF THE SOUTHWEST CORNER OF A CONCRETE-BLOCK BUILDING
 NN0197'SOUTH OF THE COURTHOUSE, 9 FEET WEST OF THE FLAGPOLE, 4.5 FEET
 NN0197'WEST OF THE SOUTH END OF THE BOTTOM STEP AT THE ENTRANCE, AND
 NN0197'SURROUNDED BY THE ENTRANCE WALK.  A SMALL HOLE SURROUNDED BY
 NN0197'THE LETTERS USC AND GS IN THE TOP OF A LIMESTONE POST.
 NN0197
 NN0197                          STATION RECOVERY (1998)
 NN0197
 NN0197'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998 (JFP)
 NN0197'STATION IS LOCATED AT THE WEST ENTRANCE TO THE HOLT COUNTY COURTHOUSE
 NN0197'IN ONEILL.  COURTHOUSE IS LOCATED ONE BLOCK NORTH OF THE INTERSECTION
 NN0197'OF HIGHWAY 281 AND HIGHWAY 20 (ALSO KNOWN AS FOURTH AND MAIN STREET) ,
 NN0197'53.3 FEET (16.2 M) EAST OF THE EAST CURB OF FOURTH STREET, 11.0 FEET
 NN0197'(3.4 M) SOUTH OF THE CENTER OF THE STEPS LEADIDNG TO THE COURTHOUSE
 NN0197'WEST MAIN ENTRANCE, 6 FEET (1.8 M) WEST OF THE BOTTOM OF THE MAIN
 NN0197'ENTRANCE STEPS, 74.5 FEET (22.7 M) NORTH-NORTHWEST FROM A FLAGPOLE, 35
 NN0197'FEET (10.7 M) NORTH FROM THE PROLONGATION OF THE SOUTH EDGE OF THE
 NN0197'COURTHOUSE BUILDING, 6.4 FEET (2.0 M) NORTHEAST OF THE NORTHEAST FACE
 NN0197'OF A 18 INCH DIAMETER SPRUCE TREE.  STATION IS SET IN THE CONCRETE
 NN0197'WALK EVEN WITH THE SURFACE AND IS A 5 1/4 INCH SQUARE STONE POST
 NN0197'(POSSIBLY WHITE MARBLE) WITH A DRILL HOLE IN THE CENTER SURROUNDED BY
 NN0197'THE LETTERS USCGS.  THE LETTER US AND THE AMPERSAND ARE ALMOST
 NN0197'COMPLETELY WORN OFF ON THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0167 ***********************************************************************
 NO0167  DESIGNATION -  P 20
 NO0167  PID         -  NO0167
 NO0167  STATE/COUNTY-  NE/CHERRY
 NO0167  USGS QUAD   -  ELL LAKE (1985)
 NO0167
 NO0167                         *CURRENT SURVEY CONTROL
 NO0167  ___________________________________________________________________
 NO0167* NAD 83(1986)-  42 42 35.     (N)    100 37 06.     (W)     SCALED    
 NO0167* NAVD 88     -       860.049  (meters)    2821.68   (feet)  ADJUSTED  
 NO0167  ___________________________________________________________________
 NO0167  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 NO0167  DYNAMIC HT  -         859.677 (meters)    2820.46  (feet)  COMP
 NO0167  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 NO0167
 NO0167  VERT ORDER  -  FIRST     CLASS II
 NO0167
 NO0167.The horizontal coordinates were scaled from a topographic map and have
 NO0167.an estimated accuracy of +/- 6 seconds.
 NO0167
 NO0167.The orthometric height was determined by differential leveling
 NO0167.and adjusted by the National Geodetic Survey in June 1991..
 NO0167
 NO0167.The geoid height was determined by GEOID03.
 NO0167
 NO0167.The dynamic height is computed by dividing the NAVD 88
 NO0167.geopotential number by the normal gravity value computed on the
 NO0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0167.degrees latitude (g = 980.6199 gals.).
 NO0167
 NO0167.The modeled gravity was interpolated from observed gravity values.
 NO0167
 NO0167;                    North         East    Units  Estimated Accuracy
 NO0167;SPC NE       -   319,560.      449,350.      MT  (+/- 180 meters Scaled)
 NO0167
 NO0167                          SUPERSEDED SURVEY CONTROL
 NO0167
 NO0167  NGVD 29 (??/??/92)  859.752  (m)         2820.70   (f) ADJ UNCH    1 2
 NO0167
 NO0167.Superseded values are not recommended for survey control.
 NO0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0167.See file dsdata.txt to determine how the superseded data were derived.
 NO0167
 NO0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN674298(NAD 83)
 NO0167_MARKER: DB = BENCH MARK DISK
 NO0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0167_STAMPING: 2820.703 P 20 1933
 NO0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0167+STABILITY: SURFACE MOTION
 NO0167
 NO0167  HISTORY     - Date     Condition        Report By
 NO0167  HISTORY     - 1933     MONUMENTED       CGS
 NO0167  HISTORY     - 1934     GOOD             NGS
 NO0167  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0167
 NO0167                          STATION DESCRIPTION
 NO0167
 NO0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0167'16.9 MI SW FROM VALENTINE.
 NO0167'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0167'VALENTINE, CHERRY COUNTY, THENCE 9.7 MILES SOUTHWEST ALONG A
 NO0167'DIRT ROAD, 0.5 MILE NORTH OF THE SOUTH ENTRANCE TO THE VALENTINE
 NO0167'FISH HATCHERY SUBSTATION, ABOUT 200 FEET SOUTHEAST OF THE FOREMANS
 NO0167'RESIDENCE, 65 FEET SOUTH OF THE ENTRANCE DRIVE, 45 FEET WEST OF
 NO0167'THE CENTERLINE OF THE ROAD, 35 FEET EAST OF A CREEK, AND 9 FEET
 NO0167'EAST OF A SMALL TWO-BOLED TREE.  A STANDARD DISK, STAMPED
 NO0167'2820.703 P 20 1933 AND SET IN THE TOP OF A CONCRETE POST
 NO0167'PROJECTING 2 INCHES ABOVE GROUND.
 NO0167
 NO0167                          STATION RECOVERY (1984)
 NO0167
 NO0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0051 ***********************************************************************
 LJ0051  DESIGNATION -  P 200
 LJ0051  PID         -  LJ0051
 LJ0051  STATE/COUNTY-  NE/FURNAS
 LJ0051  USGS QUAD   -  WILSONVILLE (1983)
 LJ0051
 LJ0051                         *CURRENT SURVEY CONTROL
 LJ0051  ___________________________________________________________________
 LJ0051* NAD 83(1986)-  40 06 38.     (N)    100 06 20.     (W)     SCALED    
 LJ0051* NAVD 88     -       702.457  (meters)    2304.64   (feet)  ADJUSTED  
 LJ0051  ___________________________________________________________________
 LJ0051  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 LJ0051  DYNAMIC HT  -         701.996 (meters)    2303.13  (feet)  COMP
 LJ0051  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 LJ0051
 LJ0051  VERT ORDER  -  SECOND    CLASS 0
 LJ0051
 LJ0051.The horizontal coordinates were scaled from a topographic map and have
 LJ0051.an estimated accuracy of +/- 6 seconds.
 LJ0051
 LJ0051.The orthometric height was determined by differential leveling
 LJ0051.and adjusted by the National Geodetic Survey in June 1991..
 LJ0051
 LJ0051.The geoid height was determined by GEOID03.
 LJ0051
 LJ0051.The dynamic height is computed by dividing the NAVD 88
 LJ0051.geopotential number by the normal gravity value computed on the
 LJ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0051.degrees latitude (g = 980.6199 gals.).
 LJ0051
 LJ0051.The modeled gravity was interpolated from observed gravity values.
 LJ0051
 LJ0051;                    North         East    Units  Estimated Accuracy
 LJ0051;SPC NE       -    30,790.      491,000.      MT  (+/- 180 meters Scaled)
 LJ0051
 LJ0051                          SUPERSEDED SURVEY CONTROL
 LJ0051
 LJ0051  NGVD 29 (??/??/92)  702.177  (m)         2303.73   (f) ADJ UNCH    2 0
 LJ0051
 LJ0051.Superseded values are not recommended for survey control.
 LJ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0051.See file dsdata.txt to determine how the superseded data were derived.
 LJ0051
 LJ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK057406(NAD 83)
 LJ0051_MARKER: DB = BENCH MARK DISK
 LJ0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0051_SP_SET: WALL
 LJ0051_STAMPING: P 200 1934
 LJ0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0051
 LJ0051  HISTORY     - Date     Condition        Report By
 LJ0051  HISTORY     - 1934     MONUMENTED       CGS
 LJ0051
 LJ0051                          STATION DESCRIPTION
 LJ0051
 LJ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0051'AT WILSONVILLE.
 LJ0051'AT WILSONVILLE 200 FEET NORTH OF BURLINGTON RAILROAD STATION,
 LJ0051'3 FEET EAST OF THE SOUTHWEST CORNER OF BRICK BUILDING OCCUPIED
 LJ0051'BY CO. PO. MERCANTILE COMPANY, 4 FEET ABOVE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0314 ***********************************************************************
 LG0314  DESIGNATION -  P 207
 LG0314  PID         -  LG0314
 LG0314  STATE/COUNTY-  NE/LANCASTER
 LG0314  USGS QUAD   -  LINCOLN (1980)
 LG0314
 LG0314                         *CURRENT SURVEY CONTROL
 LG0314  ___________________________________________________________________
 LG0314* NAD 83(1986)-  40 47 40.     (N)    096 43 48.     (W)     SCALED    
 LG0314* NAVD 88     -       350.000  (meters)    1148.29   (feet)  ADJUSTED  
 LG0314  ___________________________________________________________________
 LG0314  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 LG0314  DYNAMIC HT  -         349.844 (meters)    1147.78  (feet)  COMP
 LG0314  MODELED GRAV-     980,168.6   (mgal)                       NAVD 88
 LG0314
 LG0314  VERT ORDER  -  FIRST     CLASS II
 LG0314
 LG0314.The horizontal coordinates were scaled from a topographic map and have
 LG0314.an estimated accuracy of +/- 6 seconds.
 LG0314
 LG0314.The orthometric height was determined by differential leveling
 LG0314.and adjusted by the National Geodetic Survey in June 1991..
 LG0314
 LG0314.The geoid height was determined by GEOID03.
 LG0314
 LG0314.The dynamic height is computed by dividing the NAVD 88
 LG0314.geopotential number by the normal gravity value computed on the
 LG0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0314.degrees latitude (g = 980.6199 gals.).
 LG0314
 LG0314.The modeled gravity was interpolated from observed gravity values.
 LG0314
 LG0314;                    North         East    Units  Estimated Accuracy
 LG0314;SPC NE       -   111,930.      775,840.      MT  (+/- 180 meters Scaled)
 LG0314
 LG0314                          SUPERSEDED SURVEY CONTROL
 LG0314
 LG0314  NGVD 29 (??/??/92)  349.899  (m)         1147.96   (f) ADJ UNCH    1 2
 LG0314
 LG0314.Superseded values are not recommended for survey control.
 LG0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0314.See file dsdata.txt to determine how the superseded data were derived.
 LG0314
 LG0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL915184(NAD 83)
 LG0314_MARKER: DB = BENCH MARK DISK
 LG0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0314_STAMPING: P 207 1940
 LG0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0314+STABILITY: SURFACE MOTION
 LG0314
 LG0314  HISTORY     - Date     Condition        Report By
 LG0314  HISTORY     - 1940     MONUMENTED       CGS
 LG0314  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0314
 LG0314                          STATION DESCRIPTION
 LG0314
 LG0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0314'1.7 MI SW FROM LINCOLN.
 LG0314'1.7 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0314'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 279
 LG0314'FEET NORTHEAST OF A DIRT-ROAD CROSSING, 99 FEET NORTHWEST OF THE
 LG0314'CENTERLINE OF THE MAIN TRACK, 80 FEET EAST OF THE CENTERLINE
 LG0314'OF THE ROAD, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND
 LG0314'2.8 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 LG0314'DISK, STAMPED P 207 1940 AND SET IN THE TOP OF A CONCRETE POST
 LG0314'PROJECTING 0.6 FOOT ABOVE GROUND.
 LG0314
 LG0314                          STATION RECOVERY (1991)
 LG0314
 LG0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0314'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0450 ***********************************************************************
 LG0450  DESIGNATION -  P 209 RESET
 LG0450  PID         -  LG0450
 LG0450  STATE/COUNTY-  NE/SALINE
 LG0450  USGS QUAD   -  FRIEND (1966)
 LG0450
 LG0450                         *CURRENT SURVEY CONTROL
 LG0450  ___________________________________________________________________
 LG0450* NAD 83(1986)-  40 39 02.     (N)    097 21 34.     (W)     SCALED    
 LG0450* NAVD 88     -       473.370  (meters)    1553.05   (feet)  ADJUSTED  
 LG0450  ___________________________________________________________________
 LG0450  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0450  DYNAMIC HT  -         473.112 (meters)    1552.20  (feet)  COMP
 LG0450  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 LG0450
 LG0450  VERT ORDER  -  FIRST     CLASS II
 LG0450
 LG0450.The horizontal coordinates were scaled from a topographic map and have
 LG0450.an estimated accuracy of +/- 6 seconds.
 LG0450
 LG0450.The orthometric height was determined by differential leveling
 LG0450.and adjusted by the National Geodetic Survey in May 1993..
 LG0450
 LG0450.The geoid height was determined by GEOID03.
 LG0450
 LG0450.The dynamic height is computed by dividing the NAVD 88
 LG0450.geopotential number by the normal gravity value computed on the
 LG0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0450.degrees latitude (g = 980.6199 gals.).
 LG0450
 LG0450.The modeled gravity was interpolated from observed gravity values.
 LG0450
 LG0450;                    North         East    Units  Estimated Accuracy
 LG0450;SPC NE       -    94,150.      723,250.      MT  (+/- 180 meters Scaled)
 LG0450
 LG0450                          SUPERSEDED SURVEY CONTROL
 LG0450
 LG0450  NGVD 29 (??/??/??)  473.23   (m)         1552.6    (f) RESET       3  
 LG0450
 LG0450.Superseded values are not recommended for survey control.
 LG0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0450.See file dsdata.txt to determine how the superseded data were derived.
 LG0450
 LG0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL387012(NAD 83)
 LG0450_MARKER: DB = BENCH MARK DISK
 LG0450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0450_SP_SET: WINGWALL
 LG0450_STAMPING: P 209 RESET 1961
 LG0450_MARK LOGO: CGS   
 LG0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0450+STABILITY: SURFACE MOTION
 LG0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0450+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0450
 LG0450  HISTORY     - Date     Condition        Report By
 LG0450  HISTORY     - 1961     MONUMENTED       CGS
 LG0450  HISTORY     - 19911008 GOOD             NGS
 LG0450
 LG0450                          STATION DESCRIPTION
 LG0450
 LG0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0450'3.8 MI W FROM FRIEND.
 LG0450'THIS MARK IS LOCATED 3.8 MILES WEST ALONG THE CHIAGO, BURLINGTON
 LG0450'AND QUINCY RAILROAD FROM THE STATION AT FRIEND, 150 FEET
 LG0450'SOUTHWEST OF MILEPOST 101, 125 FEET SOUTH OF THE CENTERLINE OF
 LG0450'THE TRACK, 19 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6,
 LG0450'AT A CONCRETE HIGHWAY BRIDGE, AND IN THE TOP OF THE NORTHEAST
 LG0450'WING WALL.
 LG0450
 LG0450                          STATION RECOVERY (1991)
 LG0450
 LG0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0450'20.4 KM (12.65 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0450'OF U.S. HIGHWAY 81 IN FAIRMONT, IN TOP OF AND 1.2 M (3.9 FT)
 LG0450'SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST CONCRETE WINGWALL OF
 LG0450'A HIGHWAY BRIDGE SPANNING A CREEK, AND 6.1 M (20.0 FT) NORTH OF AND
 LG0450'LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0238 ***********************************************************************
 NO0238  DESIGNATION -  P 21
 NO0238  PID         -  NO0238
 NO0238  STATE/COUNTY-  NE/CHERRY
 NO0238  USGS QUAD   -  MAYHEW LAKE (1987)
 NO0238
 NO0238                         *CURRENT SURVEY CONTROL
 NO0238  ___________________________________________________________________
 NO0238* NAD 83(1986)-  42 16 57.     (N)    101 01 56.     (W)     SCALED    
 NO0238* NAVD 88     -       981.845  (meters)    3221.27   (feet)  ADJUSTED  
 NO0238  ___________________________________________________________________
 NO0238  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 NO0238  DYNAMIC HT  -         981.351 (meters)    3219.65  (feet)  COMP
 NO0238  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 NO0238
 NO0238  VERT ORDER  -  FIRST     CLASS II
 NO0238
 NO0238.The horizontal coordinates were scaled from a topographic map and have
 NO0238.an estimated accuracy of +/- 6 seconds.
 NO0238
 NO0238.The orthometric height was determined by differential leveling
 NO0238.and adjusted by the National Geodetic Survey in June 1991..
 NO0238
 NO0238.The geoid height was determined by GEOID03.
 NO0238
 NO0238.The dynamic height is computed by dividing the NAVD 88
 NO0238.geopotential number by the normal gravity value computed on the
 NO0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0238.degrees latitude (g = 980.6199 gals.).
 NO0238
 NO0238.The modeled gravity was interpolated from observed gravity values.
 NO0238
 NO0238;                    North         East    Units  Estimated Accuracy
 NO0238;SPC NE       -   272,440.      414,880.      MT  (+/- 180 meters Scaled)
 NO0238
 NO0238                          SUPERSEDED SURVEY CONTROL
 NO0238
 NO0238  NGVD 29 (02/14/92)  981.523  (m)         3220.21   (f) ADJUSTED    1 2
 NO0238
 NO0238.Superseded values are not recommended for survey control.
 NO0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0238.See file dsdata.txt to determine how the superseded data were derived.
 NO0238
 NO0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM324831(NAD 83)
 NO0238_MARKER: DB = BENCH MARK DISK
 NO0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0238_SP_SET: CONCRETE POST
 NO0238_STAMPING: P 21 1933 3220.167
 NO0238_MARK LOGO: CGS   
 NO0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0238+STABILITY: SURFACE MOTION
 NO0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0238+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 NO0238
 NO0238  HISTORY     - Date     Condition        Report By
 NO0238  HISTORY     - 1933     MONUMENTED       CGS
 NO0238  HISTORY     - 1934     GOOD             NGS
 NO0238  HISTORY     - 1983     GOOD
 NO0238  HISTORY     - 19850918 GOOD             USPSQD
 NO0238  HISTORY     - 19910813 GOOD             NGS
 NO0238
 NO0238                          STATION DESCRIPTION
 NO0238
 NO0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0238'16.8 MI N FROM MULLEN.
 NO0238'IN CHERRY COUNTY, 16.8 MILES NORTH ALONG A DIRT ROAD FROM MULLEN
 NO0238'HOOKER COUNTY, IN SECTION 27, T 27 N, R 32 W, 70 FEET EAST
 NO0238'OF THE ALBERT JOHNSON RANCHHOUSE, 60 FEET WEST OF THE ROAD,
 NO0238'AND 10 FEET EAST OF THE GATE TO A CHICKEN YARD.  A STANDARD
 NO0238'DISK, STAMPED 3220.167 P 21 1933 AND SET IN THE TOP OF A
 NO0238'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NO0238
 NO0238                          STATION RECOVERY (1934)
 NO0238
 NO0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NO0238'RECOVERED IN GOOD CONDITION.
 NO0238
 NO0238                          STATION RECOVERY (1983)
 NO0238
 NO0238'RECOVERED 1983
 NO0238'60' WEST OF THE ROAD. 5.0' WEST OF GARAGE, 4.0' SOUTH OF N.W. CORNER
 NO0238'OF GARAGE, 198 1.8' SOUTH OF WELL.
 NO0238
 NO0238                          STATION RECOVERY (1985)
 NO0238
 NO0238'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 NO0238'RECOVERED IN GOOD CONDITION.
 NO0238
 NO0238                          STATION RECOVERY (1991)
 NO0238
 NO0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0238'27.5 KM (17.10 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0238'OF STATE HIGHWAY 2 IN MULLEN, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG
 NO0238'A PAVED DRIVEWAY, 99.0 M (324.8 FT) SOUTH OF THE CENTER OF THE
 NO0238'DRIVEWAY, 13.4 M (44.0 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 NO0238'A HOUSE, 10.1 M (33.1 FT) NORTHEAST OF A UTILITY POLE WITH A METER
 NO0238'BOX AND YARD LIGHT ATTACHED, 2.0 M (6.6 FT) SOUTH OF A WITNESS POST
 NO0238'AND THE NORTHWEST CORNER OF A 3 CAR GARAGE, AND THE MONUMENT IS
 NO0238'RECESSED 0.01 M (0.03 FT) BELOW THE GROUND SURFACE.  NOTE--THE
 NO0238'MONUMENT IS ON THE PROPERTY OWNED BY THE STARR RANCH.  CONTACT--STEVE
 NO0238'DENT, HC 1, BOX 26, MULLEN, NE 69152, TELEPHONE NUMBER (308)
 NO0238'546-2665.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1220 ***********************************************************************
 MK1220  DESIGNATION -  P 210
 MK1220  PID         -  MK1220
 MK1220  STATE/COUNTY-  NE/PLATTE
 MK1220  USGS QUAD   -  DUNCAN (1976)
 MK1220
 MK1220                         *CURRENT SURVEY CONTROL
 MK1220  ___________________________________________________________________
 MK1220* NAD 83(1986)-  41 23 22.     (N)    097 29 26.     (W)     SCALED    
 MK1220* NAVD 88     -       453.681  (meters)    1488.45   (feet)  ADJUSTED  
 MK1220  ___________________________________________________________________
 MK1220  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 MK1220  DYNAMIC HT  -         453.480 (meters)    1487.79  (feet)  COMP
 MK1220  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 MK1220
 MK1220  VERT ORDER  -  FIRST     CLASS II
 MK1220
 MK1220.The horizontal coordinates were scaled from a topographic map and have
 MK1220.an estimated accuracy of +/- 6 seconds.
 MK1220
 MK1220.The orthometric height was determined by differential leveling
 MK1220.and adjusted by the National Geodetic Survey in June 1991..
 MK1220
 MK1220.The geoid height was determined by GEOID03.
 MK1220
 MK1220.The dynamic height is computed by dividing the NAVD 88
 MK1220.geopotential number by the normal gravity value computed on the
 MK1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1220.degrees latitude (g = 980.6199 gals.).
 MK1220
 MK1220.The modeled gravity was interpolated from observed gravity values.
 MK1220
 MK1220;                    North         East    Units  Estimated Accuracy
 MK1220;SPC NE       -   175,810.      709,780.      MT  (+/- 180 meters Scaled)
 MK1220
 MK1220                          SUPERSEDED SURVEY CONTROL
 MK1220
 MK1220  NGVD 29 (??/??/92)  453.492  (m)         1487.83   (f) ADJ UNCH    1 2
 MK1220
 MK1220.Superseded values are not recommended for survey control.
 MK1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1220.See file dsdata.txt to determine how the superseded data were derived.
 MK1220
 MK1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL261830(NAD 83)
 MK1220_MARKER: DB = BENCH MARK DISK
 MK1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1220_STAMPING: P 210 1940
 MK1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1220+STABILITY: SURFACE MOTION
 MK1220
 MK1220  HISTORY     - Date     Condition        Report By
 MK1220  HISTORY     - 1940     MONUMENTED       CGS
 MK1220  HISTORY     - 1950     GOOD             NGS
 MK1220
 MK1220                          STATION DESCRIPTION
 MK1220
 MK1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1220'0.2 MI NE FROM DUNCAN.
 MK1220'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO. 30,
 MK1220'125 FEET NORTHWEST OF MILEPOST NO. 92, 107 FEET NORTH OF CENTERLINE
 MK1220'OF HIGHWAY, 100 FEET SOUTHEAST OF SWITCH STAND, 69 FEET SOUTH
 MK1220'OF CENTERLINE OF SOUTH MAIN TRACK, 3.0 FEET NORTH OF 4 X 4
 MK1220'INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 MK1220'0.5 FOOT.
 MK1220
 MK1220                          STATION RECOVERY (1950)
 MK1220
 MK1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1221 ***********************************************************************
 MK1221  DESIGNATION -  P 210 RESET
 MK1221  PID         -  MK1221
 MK1221  STATE/COUNTY-  NE/PLATTE
 MK1221  USGS QUAD   -  DUNCAN (1976)
 MK1221
 MK1221                         *CURRENT SURVEY CONTROL
 MK1221  ___________________________________________________________________
 MK1221* NAD 83(1986)-  41 23 22.     (N)    097 29 26.     (W)     SCALED    
 MK1221* NAVD 88     -       454.22   (meters)    1490.2    (feet)  RESET     
 MK1221  ___________________________________________________________________
 MK1221  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 MK1221
 MK1221  VERT ORDER  -  THIRD
 MK1221
 MK1221.The horizontal coordinates were scaled from a topographic map and have
 MK1221.an estimated accuracy of +/- 6 seconds.
 MK1221
 MK1221.The orthometric height was computed from unverified reset data.
 MK1221
 MK1221.The geoid height was determined by GEOID03.
 MK1221
 MK1221;                    North         East    Units  Estimated Accuracy
 MK1221;SPC NE       -   175,810.      709,780.      MT  (+/- 180 meters Scaled)
 MK1221
 MK1221                          SUPERSEDED SURVEY CONTROL
 MK1221
 MK1221.No superseded survey control is available for this station.
 MK1221
 MK1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL261830(NAD 83)
 MK1221_MARKER: DB = BENCH MARK DISK
 MK1221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1221_SP_SET: BASE PLATE
 MK1221_STAMPING: P 210 RESET 1970
 MK1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1221
 MK1221  HISTORY     - Date     Condition        Report By
 MK1221  HISTORY     - 1970     MONUMENTED       NEDR
 MK1221
 MK1221                          STATION DESCRIPTION
 MK1221
 MK1221'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1970
 MK1221'0.2 MI NE FROM DUNCAN.
 MK1221'ABOUT 0.2 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD
 MK1221'FROM THE STATION AT DUNCAN, 77.45 FEET NORTHWEST OF THE CENTER
 MK1221'LINE OF U.S. HIGHWAY 30, 99.6 FEET SOUTHEAST OF THE SOUTHEAST
 MK1221'CORNER OF THE BASE PLATE OF A SWITCH STAND, 89.55 FEET SOUTHEAST
 MK1221'OF THE SOUTHEAST RAILROAD TRACKS, 3 FEET EAST OF A WITNESS
 MK1221'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1380 ***********************************************************************
 MK1380  DESIGNATION -  P 211
 MK1380  PID         -  MK1380
 MK1380  STATE/COUNTY-  NE/MERRICK
 MK1380  USGS QUAD   -  CLARKS (1962)
 MK1380
 MK1380                         *CURRENT SURVEY CONTROL
 MK1380  ___________________________________________________________________
 MK1380* NAD 83(1986)-  41 13 51.     (N)    097 48 36.     (W)     SCALED    
 MK1380* NAVD 88     -       490.816  (meters)    1610.29   (feet)  ADJUSTED  
 MK1380  ___________________________________________________________________
 MK1380  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 MK1380  DYNAMIC HT  -         490.582 (meters)    1609.52  (feet)  COMP
 MK1380  MODELED GRAV-     980,131.4   (mgal)                       NAVD 88
 MK1380
 MK1380  VERT ORDER  -  FIRST     CLASS II
 MK1380
 MK1380.The horizontal coordinates were scaled from a topographic map and have
 MK1380.an estimated accuracy of +/- 6 seconds.
 MK1380
 MK1380.The orthometric height was determined by differential leveling
 MK1380.and adjusted by the National Geodetic Survey in June 1991..
 MK1380
 MK1380.The geoid height was determined by GEOID03.
 MK1380
 MK1380.The dynamic height is computed by dividing the NAVD 88
 MK1380.geopotential number by the normal gravity value computed on the
 MK1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1380.degrees latitude (g = 980.6199 gals.).
 MK1380
 MK1380.The modeled gravity was interpolated from observed gravity values.
 MK1380
 MK1380;                    North         East    Units  Estimated Accuracy
 MK1380;SPC NE       -   157,480.      683,530.      MT  (+/- 180 meters Scaled)
 MK1380
 MK1380                          SUPERSEDED SURVEY CONTROL
 MK1380
 MK1380  NGVD 29 (??/??/92)  490.608  (m)         1609.60   (f) ADJ UNCH    1 2
 MK1380
 MK1380.Superseded values are not recommended for survey control.
 MK1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1380.See file dsdata.txt to determine how the superseded data were derived.
 MK1380
 MK1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL997650(NAD 83)
 MK1380_MARKER: DB = BENCH MARK DISK
 MK1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1380_STAMPING: P 211 1940
 MK1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1380+STABILITY: SURFACE MOTION
 MK1380
 MK1380  HISTORY     - Date     Condition        Report By
 MK1380  HISTORY     - 1940     MONUMENTED       CGS
 MK1380
 MK1380                          STATION DESCRIPTION
 MK1380
 MK1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1380'1.6 MI NE FROM CLARKS.
 MK1380'1.6 MILES NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT CLARKS.
 MK1380'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO.
 MK1380'30, 55 FEET NORTH OF CENTERLINE OF HIGHWAY, 42 FEET SOUTH OF
 MK1380'CENTERLINE OF THE SOUTH MAIN TRACK, 18 FEET NORTHEAST OF MILEPOST
 MK1380'NO. 112, 2.6 FEET SOUTHWEST OF 4 X 4 INCH WHITE WOODEN POST
 MK1380'PROJECTING 2.0 FEET, IN LINE WITH TELEGRAPH POLES.  MONUMENT
 MK1380'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1152 ***********************************************************************
 MK1152  DESIGNATION -  P 212
 MK1152  PID         -  MK1152
 MK1152  STATE/COUNTY-  NE/MADISON
 MK1152  USGS QUAD   -  ENOLA (1976)
 MK1152
 MK1152                         *CURRENT SURVEY CONTROL
 MK1152  ___________________________________________________________________
 MK1152* NAD 83(1986)-  41 56 55.     (N)    097 26 58.     (W)     SCALED    
 MK1152* NAVD 88     -       497.282  (meters)    1631.50   (feet)  ADJUSTED  
 MK1152  ___________________________________________________________________
 MK1152  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 MK1152  DYNAMIC HT  -         497.085 (meters)    1630.85  (feet)  COMP
 MK1152  MODELED GRAV-     980,210.1   (mgal)                       NAVD 88
 MK1152
 MK1152  VERT ORDER  -  FIRST     CLASS II
 MK1152
 MK1152.The horizontal coordinates were scaled from a topographic map and have
 MK1152.an estimated accuracy of +/- 6 seconds.
 MK1152
 MK1152.The orthometric height was determined by differential leveling
 MK1152.and adjusted by the National Geodetic Survey in June 1991..
 MK1152
 MK1152.The geoid height was determined by GEOID03.
 MK1152
 MK1152.The dynamic height is computed by dividing the NAVD 88
 MK1152.geopotential number by the normal gravity value computed on the
 MK1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1152.degrees latitude (g = 980.6199 gals.).
 MK1152
 MK1152.The modeled gravity was interpolated from observed gravity values.
 MK1152
 MK1152;                    North         East    Units  Estimated Accuracy
 MK1152;SPC NE       -   237,970.      711,390.      MT  (+/- 180 meters Scaled)
 MK1152
 MK1152                          SUPERSEDED SURVEY CONTROL
 MK1152
 MK1152  NGVD 29 (??/??/92)  497.101  (m)         1630.91   (f) ADJ UNCH    1 2
 MK1152
 MK1152.Superseded values are not recommended for survey control.
 MK1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1152.See file dsdata.txt to determine how the superseded data were derived.
 MK1152
 MK1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM285452(NAD 83)
 MK1152_MARKER: DB = BENCH MARK DISK
 MK1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1152_STAMPING: P 212 1940
 MK1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1152+STABILITY: SURFACE MOTION
 MK1152
 MK1152  HISTORY     - Date     Condition        Report By
 MK1152  HISTORY     - 1940     MONUMENTED       CGS
 MK1152
 MK1152                          STATION DESCRIPTION
 MK1152
 MK1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1152'6.4 MI SW FROM NORFOLK.
 MK1152'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 98
 MK1152'FEET WEST AND ACROSS THE TRACK FROM MILEPOST NO. 44, 48.5 FEET
 MK1152'WEST OF CENTERLINE OF TRACK, 3.0 FEET SOUTH OF 4X4 INCH
 MK1152'WHITE WOODEN POST PROJECTING 2.0 FEET, 1.5 FEET EAST OF
 MK1152'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1228 ***********************************************************************
 NM1228  DESIGNATION -  P 213
 NM1228  PID         -  NM1228
 NM1228  STATE/COUNTY-  NE/MADISON
 NM1228  USGS QUAD   -  NORFOLK (1976)
 NM1228
 NM1228                         *CURRENT SURVEY CONTROL
 NM1228  ___________________________________________________________________
 NM1228* NAD 83(1986)-  42 01 35.     (N)    097 24 51.     (W)     SCALED    
 NM1228* NAVD 88     -       465.511  (meters)    1527.26   (feet)  ADJUSTED  
 NM1228  ___________________________________________________________________
 NM1228  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 NM1228  DYNAMIC HT  -         465.329 (meters)    1526.67  (feet)  COMP
 NM1228  MODELED GRAV-     980,215.4   (mgal)                       NAVD 88
 NM1228
 NM1228  VERT ORDER  -  FIRST     CLASS II
 NM1228
 NM1228.The horizontal coordinates were scaled from a topographic map and have
 NM1228.an estimated accuracy of +/- 6 seconds.
 NM1228
 NM1228.The orthometric height was determined by differential leveling
 NM1228.and adjusted by the National Geodetic Survey in June 1991..
 NM1228
 NM1228.The geoid height was determined by GEOID03.
 NM1228
 NM1228.The dynamic height is computed by dividing the NAVD 88
 NM1228.geopotential number by the normal gravity value computed on the
 NM1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1228.degrees latitude (g = 980.6199 gals.).
 NM1228
 NM1228.The modeled gravity was interpolated from observed gravity values.
 NM1228
 NM1228;                    North         East    Units  Estimated Accuracy
 NM1228;SPC NE       -   246,690.      714,050.      MT  (+/- 180 meters Scaled)
 NM1228
 NM1228                          SUPERSEDED SURVEY CONTROL
 NM1228
 NM1228  NGVD 29 (??/??/92)  465.323  (m)         1526.65   (f) ADJ UNCH    1 2
 NM1228
 NM1228.Superseded values are not recommended for survey control.
 NM1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1228.See file dsdata.txt to determine how the superseded data were derived.
 NM1228
 NM1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM312539(NAD 83)
 NM1228_MARKER: DB = BENCH MARK DISK
 NM1228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1228_SP_SET: LANDING
 NM1228_STAMPING: P 213 1940
 NM1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1228
 NM1228  HISTORY     - Date     Condition        Report By
 NM1228  HISTORY     - 1940     MONUMENTED       CGS
 NM1228  HISTORY     - 1972     GOOD             LOCSUR
 NM1228
 NM1228                          STATION DESCRIPTION
 NM1228
 NM1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1228'AT NORFOLK.
 NM1228'AT NORFOLK, MADISON COUNTY, AT THE NW CORNER OF THE INTERSECTION
 NM1228'OF PASEWALK AVENUE AND FIFTH ST, 160 FT N OF THE CENTER LINE OF
 NM1228'PASEWALK AVE., 95 FT W OF THE CENTER LINE OF FIFTH ST., AT THE
 NM1228'HIGH SCHOOL, 30.3 FT N OF THE SE CORNER OF THE BUILDING, 5.2 FT
 NM1228'S OF THE CENTER LINE OF THE E ENTRANCE, AND IN THE TOP OF THE
 NM1228'S END OF THE STONE LANDING AT THE TOP OF THE STEPS.  A STANDARD
 NM1228'DISK, STAMPED P 213 1940.
 NM1228
 NM1228                          STATION RECOVERY (1972)
 NM1228
 NM1228'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 NM1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0172 ***********************************************************************
 NP0172  DESIGNATION -  P 214
 NP0172  PID         -  NP0172
 NP0172  STATE/COUNTY-  NE/SHERIDAN
 NP0172  USGS QUAD   -  JESSE LAKE (1989)
 NP0172
 NP0172                         *CURRENT SURVEY CONTROL
 NP0172  ___________________________________________________________________
 NP0172* NAD 83(1986)-  42 04 58.     (N)    102 42 06.     (W)     SCALED    
 NP0172* NAVD 88     -      1191.011  (meters)    3907.51   (feet)  ADJUSTED  
 NP0172  ___________________________________________________________________
 NP0172  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 NP0172  DYNAMIC HT  -        1190.318 (meters)    3905.24  (feet)  COMP
 NP0172  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 NP0172
 NP0172  VERT ORDER  -  SECOND    CLASS 0
 NP0172
 NP0172.The horizontal coordinates were scaled from a topographic map and have
 NP0172.an estimated accuracy of +/- 6 seconds.
 NP0172
 NP0172.The orthometric height was determined by differential leveling
 NP0172.and adjusted by the National Geodetic Survey in June 1991..
 NP0172
 NP0172.The geoid height was determined by GEOID03.
 NP0172
 NP0172.The dynamic height is computed by dividing the NAVD 88
 NP0172.geopotential number by the normal gravity value computed on the
 NP0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0172.degrees latitude (g = 980.6199 gals.).
 NP0172
 NP0172.The modeled gravity was interpolated from observed gravity values.
 NP0172
 NP0172;                    North         East    Units  Estimated Accuracy
 NP0172;SPC NE       -   253,240.      276,560.      MT  (+/- 180 meters Scaled)
 NP0172
 NP0172                          SUPERSEDED SURVEY CONTROL
 NP0172
 NP0172  NGVD 29 (??/??/92) 1190.438  (m)         3905.63   (f) ADJ UNCH    2 0
 NP0172
 NP0172.Superseded values are not recommended for survey control.
 NP0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0172.See file dsdata.txt to determine how the superseded data were derived.
 NP0172
 NP0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG901615(NAD 83)
 NP0172_MARKER: DB = BENCH MARK DISK
 NP0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0172_STAMPING: P 214 1940
 NP0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0172+STABILITY: SURFACE MOTION
 NP0172
 NP0172  HISTORY     - Date     Condition        Report By
 NP0172  HISTORY     - 1940     MONUMENTED       CGS
 NP0172
 NP0172                          STATION DESCRIPTION
 NP0172
 NP0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0172'6.2 MI W FROM ANTIOCH.
 NP0172'6.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0172'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 480 FEET SOUTH OF THE
 NP0172'CENTERLINE OF THE TRACK, 90 FEET NORTH OF THE CENTERLINE OF
 NP0172'STATE HIGHWAY 2, SOUTH OF A HANDCAR SET-OFF, 1.0 FOOT NORTH OF
 NP0172'THE RIGHT-OF-WAY FENCE, AND 3.0 FEET EAST OF A 4- BY 4-INCH
 NP0172'WHITE POST PROJECTING 2.0 FEET ABOVE GROUND.  A STANDARD DISK,
 NP0172'STAMPED P 214 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0172'ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0540 ***********************************************************************
 LF0540  DESIGNATION -  P 215
 LF0540  PID         -  LF0540
 LF0540  STATE/COUNTY-  NE/RICHARDSON
 LF0540  USGS QUAD   -  HUMBOLDT SE (1965)
 LF0540
 LF0540                         *CURRENT SURVEY CONTROL
 LF0540  ___________________________________________________________________
 LF0540* NAD 83(1986)-  40 05 58.     (N)    095 45 39.     (W)     SCALED    
 LF0540* NAVD 88     -       282.272  (meters)     926.09   (feet)  ADJUSTED  
 LF0540  ___________________________________________________________________
 LF0540  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LF0540  DYNAMIC HT  -         282.112 (meters)     925.56  (feet)  COMP
 LF0540  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 LF0540
 LF0540  VERT ORDER  -  SECOND    CLASS 0
 LF0540
 LF0540.The horizontal coordinates were scaled from a topographic map and have
 LF0540.an estimated accuracy of +/- 6 seconds.
 LF0540
 LF0540.The orthometric height was determined by differential leveling
 LF0540.and adjusted by the National Geodetic Survey in June 1991..
 LF0540
 LF0540.The geoid height was determined by GEOID03.
 LF0540
 LF0540.The dynamic height is computed by dividing the NAVD 88
 LF0540.geopotential number by the normal gravity value computed on the
 LF0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0540.degrees latitude (g = 980.6199 gals.).
 LF0540
 LF0540.The modeled gravity was interpolated from observed gravity values.
 LF0540
 LF0540;                    North         East    Units  Estimated Accuracy
 LF0540;SPC NE       -    38,410.      861,310.      MT  (+/- 180 meters Scaled)
 LF0540
 LF0540                          SUPERSEDED SURVEY CONTROL
 LF0540
 LF0540  NGVD 29 (??/??/92)  282.187  (m)          925.81   (f) ADJ UNCH    2 0
 LF0540
 LF0540.Superseded values are not recommended for survey control.
 LF0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0540.See file dsdata.txt to determine how the superseded data were derived.
 LF0540
 LF0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE646424(NAD 83)
 LF0540_MARKER: DB = BENCH MARK DISK
 LF0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0540_SP_SET: BRIDGE
 LF0540_STAMPING: P 215 1945
 LF0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0540
 LF0540  HISTORY     - Date     Condition        Report By
 LF0540  HISTORY     - 1945     MONUMENTED       CGS
 LF0540  HISTORY     - 1981     GOOD             LOCSUR
 LF0540
 LF0540                          STATION DESCRIPTION
 LF0540
 LF0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0540'3.2 MI NW FROM SALEM.
 LF0540'3.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0540'RAILROAD FROM THE STATION AT SALEM, 3 POLES NORTHWEST OF MILEPOST
 LF0540'29, AT BRIDGE 29.10, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 LF0540'SOUTHEAST ABUTMENT, 9 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LF0540'AND 1 FOOT LOWER THAN THE TRACK.  AN IRON BENCH MARK DISK,
 LF0540'STAMPED P 215 1945.
 LF0540
 LF0540                          STATION RECOVERY (1981)
 LF0540
 LF0540'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0045 ***********************************************************************
 NN0045  DESIGNATION -  P 216
 NN0045  PID         -  NN0045
 NN0045  STATE/COUNTY-  NE/BOYD
 NN0045  USGS QUAD   -  MARTY (1974)
 NN0045
 NN0045                         *CURRENT SURVEY CONTROL
 NN0045  ___________________________________________________________________
 NN0045* NAD 83(1986)-  42 53 50.     (N)    098 22 51.     (W)     SCALED    
 NN0045* NAVD 88     -       378.056  (meters)    1240.34   (feet)  ADJUSTED  
 NN0045  ___________________________________________________________________
 NN0045  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 NN0045  DYNAMIC HT  -         377.925 (meters)    1239.91  (feet)  COMP
 NN0045  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 NN0045
 NN0045  VERT ORDER  -  SECOND    CLASS 0
 NN0045
 NN0045.The horizontal coordinates were scaled from a topographic map and have
 NN0045.an estimated accuracy of +/- 6 seconds.
 NN0045
 NN0045.The orthometric height was determined by differential leveling
 NN0045.and adjusted by the National Geodetic Survey in June 1991..
 NN0045
 NN0045.The geoid height was determined by GEOID03.
 NN0045
 NN0045.The dynamic height is computed by dividing the NAVD 88
 NN0045.geopotential number by the normal gravity value computed on the
 NN0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0045.degrees latitude (g = 980.6199 gals.).
 NN0045
 NN0045.The modeled gravity was interpolated from observed gravity values.
 NN0045
 NN0045;                    North         East    Units  Estimated Accuracy
 NN0045;SPC NE       -   341,440.      632,240.      MT  (+/- 180 meters Scaled)
 NN0045
 NN0045                          SUPERSEDED SURVEY CONTROL
 NN0045
 NN0045  NGVD 29 (??/??/92)  377.782  (m)         1239.44   (f) ADJ UNCH    2 0
 NN0045
 NN0045.Superseded values are not recommended for survey control.
 NN0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0045.See file dsdata.txt to determine how the superseded data were derived.
 NN0045
 NN0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN505495(NAD 83)
 NN0045_MARKER: DB = BENCH MARK DISK
 NN0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0045_STAMPING: P 216 1946
 NN0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0045+STABILITY: SURFACE MOTION
 NN0045
 NN0045  HISTORY     - Date     Condition        Report By
 NN0045  HISTORY     - 1946     MONUMENTED       CGS
 NN0045
 NN0045                          STATION DESCRIPTION
 NN0045
 NN0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0045'7.5 MI NW FROM MONOWI.
 NN0045'TO REACH FROM THE CHICAGO AND NORTHWESTERN RAILROAD STATION AT
 NN0045'MONOWI GO WEST 2.0 MILES ALONG STATE HIGHWAY NO. 12, THENCE
 NN0045'NORTH 3.7 MILES ALONG A GRADED DIRT ROAD, THENCE WEST 0.3
 NN0045'MILE ALONG A GRADED DIRT ROAD, THENCE NORTHWEST 0.5 MILE
 NN0045'ALONG A GRADED DIRT ROAD, THENCE NORTH 1.0 MILE ALONG A DIRT
 NN0045'ROAD TO SITE OF MARK, BENCH MARK IS AT THE NORTHWEST CORNER OF A
 NN0045'BARNYARD, 71.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 NN0045'BARN, 21.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 NN0045'OF AN EAST-WEST DIRT ROAD, 5.0 FEET SOUTHEAST OF A FENCE CORNER,
 NN0045'1.0 FOOT EAST OF A FENCE, AND 1.0 FOOT NORTH OF A 4 IN X 4 IN
 NN0045'MARKER POST.  A BRONZE DISK STAMPED P 216 1946 AND SET IN THE
 NN0045'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0191 ***********************************************************************
 NN0191  DESIGNATION -  P 217
 NN0191  PID         -  NN0191
 NN0191  STATE/COUNTY-  NE/HOLT
 NN0191  USGS QUAD   -  INMAN (1986)
 NN0191
 NN0191                         *CURRENT SURVEY CONTROL
 NN0191  ___________________________________________________________________
 NN0191* NAD 83(1986)-  42 26 09.     (N)    098 35 18.     (W)     SCALED    
 NN0191* NAVD 88     -       594.691  (meters)    1951.08   (feet)  ADJUSTED  
 NN0191  ___________________________________________________________________
 NN0191  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 NN0191  DYNAMIC HT  -         594.468 (meters)    1950.35  (feet)  COMP
 NN0191  MODELED GRAV-     980,226.6   (mgal)                       NAVD 88
 NN0191
 NN0191  VERT ORDER  -  FIRST     CLASS II
 NN0191
 NN0191.The horizontal coordinates were scaled from a topographic map and have
 NN0191.an estimated accuracy of +/- 6 seconds.
 NN0191
 NN0191.The orthometric height was determined by differential leveling
 NN0191.and adjusted by the National Geodetic Survey in June 1991..
 NN0191
 NN0191.The geoid height was determined by GEOID03.
 NN0191
 NN0191.The dynamic height is computed by dividing the NAVD 88
 NN0191.geopotential number by the normal gravity value computed on the
 NN0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0191.degrees latitude (g = 980.6199 gals.).
 NN0191
 NN0191.The modeled gravity was interpolated from observed gravity values.
 NN0191
 NN0191;                    North         East    Units  Estimated Accuracy
 NN0191;SPC NE       -   289,910.      616,130.      MT  (+/- 180 meters Scaled)
 NN0191
 NN0191                          SUPERSEDED SURVEY CONTROL
 NN0191
 NN0191  NGVD 29 (??/??/92)  594.495  (m)         1950.44   (f) ADJ UNCH    1 2
 NN0191
 NN0191.Superseded values are not recommended for survey control.
 NN0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0191.See file dsdata.txt to determine how the superseded data were derived.
 NN0191
 NN0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM338982(NAD 83)
 NN0191_MARKER: DB = BENCH MARK DISK
 NN0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0191_STAMPING: P 217 1946
 NN0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0191+STABILITY: SURFACE MOTION
 NN0191
 NN0191  HISTORY     - Date     Condition        Report By
 NN0191  HISTORY     - 1946     MONUMENTED       CGS
 NN0191
 NN0191                          STATION DESCRIPTION
 NN0191
 NN0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0191'4.4 MI SE FROM O NEILL.
 NN0191'4.4 MILES SOUTHEAST OF O NEILL, HOLT COUNTY.  THIS BENCH MARK
 NN0191'MAY BE REACHED BY GOING ONE BLOCK SOUTH OF THE POST OFFICE,
 NN0191'THENCE 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20, THENCE 1.5
 NN0191'MILES EAST, 0.8 MILE SOUTH, AND 0.8 MILE EAST ALONG GRADED
 NN0191'DIRT ROADS.  IT IS 80 YARDS EAST OF THE SOUTH END OF A
 NN0191'NORTH-AND-SOUTH JOG IN THE ROAD, 36 FEET SOUTH OF THE CENTERLINE
 NN0191'OF THE ROAD, 34 FEET WEST OF A FENCE LINE, 124 FEET WEST OF A
 NN0191'LARGE COTTONWOOD TREE, 1 FOOT NORTH OF A FENCE, 1 FOOT WEST OF
 NN0191'A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 NN0191'DISK, STAMPED P 217 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0191'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0422 ***********************************************************************
 NN0422  DESIGNATION -  P 218
 NN0422  PID         -  NN0422
 NN0422  STATE/COUNTY-  NE/HOLT
 NN0422  USGS QUAD   -  STUART NE (1954)
 NN0422
 NN0422                         *CURRENT SURVEY CONTROL
 NN0422  ___________________________________________________________________
 NN0422* NAD 83(1986)-  42 39 07.     (N)    099 06 29.     (W)     SCALED    
 NN0422* NAVD 88     -       653.292  (meters)    2143.34   (feet)  ADJUSTED  
 NN0422  ___________________________________________________________________
 NN0422  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 NN0422  DYNAMIC HT  -         653.041 (meters)    2142.52  (feet)  COMP
 NN0422  MODELED GRAV-     980,214.5   (mgal)                       NAVD 88
 NN0422
 NN0422  VERT ORDER  -  SECOND    CLASS 0
 NN0422
 NN0422.The horizontal coordinates were scaled from a topographic map and have
 NN0422.an estimated accuracy of +/- 6 seconds.
 NN0422
 NN0422.The orthometric height was determined by differential leveling
 NN0422.and adjusted by the National Geodetic Survey in June 1991..
 NN0422
 NN0422.The geoid height was determined by GEOID03.
 NN0422
 NN0422.The dynamic height is computed by dividing the NAVD 88
 NN0422.geopotential number by the normal gravity value computed on the
 NN0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0422.degrees latitude (g = 980.6199 gals.).
 NN0422
 NN0422.The modeled gravity was interpolated from observed gravity values.
 NN0422
 NN0422;                    North         East    Units  Estimated Accuracy
 NN0422;SPC NE       -   313,340.      573,130.      MT  (+/- 180 meters Scaled)
 NN0422
 NN0422                          SUPERSEDED SURVEY CONTROL
 NN0422
 NN0422  NGVD 29 (??/??/92)  653.056  (m)         2142.57   (f) ADJ UNCH    2 0
 NN0422
 NN0422.Superseded values are not recommended for survey control.
 NN0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0422.See file dsdata.txt to determine how the superseded data were derived.
 NN0422
 NN0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN911221(NAD 83)
 NN0422_MARKER: DB = BENCH MARK DISK
 NN0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0422_STAMPING: P 218 1946
 NN0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0422+STABILITY: SURFACE MOTION
 NN0422
 NN0422  HISTORY     - Date     Condition        Report By
 NN0422  HISTORY     - 1946     MONUMENTED       CGS
 NN0422
 NN0422                          STATION DESCRIPTION
 NN0422
 NN0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0422'7.1 MI NE FROM STUART.
 NN0422'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0422'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0422'NO. 20, THENCE NORTH 4.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0422'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0422'AN EAST-WEST DIRT ROAD, 43.0 FEET EAST OF AND ABOUT LEVEL WITH
 NN0422'THE CENTER LINE OF THE GRAVELED ROAD, 26.0 FEET SOUTH OF THE
 NN0422'CENTER LINE OF THE EAST-WEST ROAD, 12.0 FEET EAST OF A TELEPHONE
 NN0422'POLE AND FENCE CORNER, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT
 NN0422'WEST OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED P 218
 NN0422'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3
 NN0422'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0339 ***********************************************************************
 NN0339  DESIGNATION -  P 219
 NN0339  PID         -  NN0339
 NN0339  STATE/COUNTY-  NE/HOLT
 NN0339  USGS QUAD   -  STUART SE (1954)
 NN0339
 NN0339                         *CURRENT SURVEY CONTROL
 NN0339  ___________________________________________________________________
 NN0339* NAD 83(1986)-  42 34 33.     (N)    099 05 21.     (W)     SCALED    
 NN0339* NAVD 88     -       652.087  (meters)    2139.39   (feet)  ADJUSTED  
 NN0339  ___________________________________________________________________
 NN0339  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 NN0339  DYNAMIC HT  -         651.831 (meters)    2138.55  (feet)  COMP
 NN0339  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 NN0339
 NN0339  VERT ORDER  -  FIRST     CLASS II
 NN0339
 NN0339.The horizontal coordinates were scaled from a topographic map and have
 NN0339.an estimated accuracy of +/- 6 seconds.
 NN0339
 NN0339.The orthometric height was determined by differential leveling
 NN0339.and adjusted by the National Geodetic Survey in June 1991..
 NN0339
 NN0339.The geoid height was determined by GEOID03.
 NN0339
 NN0339.The dynamic height is computed by dividing the NAVD 88
 NN0339.geopotential number by the normal gravity value computed on the
 NN0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0339.degrees latitude (g = 980.6199 gals.).
 NN0339
 NN0339.The modeled gravity was interpolated from observed gravity values.
 NN0339
 NN0339;                    North         East    Units  Estimated Accuracy
 NN0339;SPC NE       -   304,900.      574,770.      MT  (+/- 180 meters Scaled)
 NN0339
 NN0339                          SUPERSEDED SURVEY CONTROL
 NN0339
 NN0339  NGVD 29 (??/??/92)  651.856  (m)         2138.63   (f) ADJ UNCH    1 2
 NN0339
 NN0339.Superseded values are not recommended for survey control.
 NN0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0339.See file dsdata.txt to determine how the superseded data were derived.
 NN0339
 NN0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN926137(NAD 83)
 NN0339_MARKER: DB = BENCH MARK DISK
 NN0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0339_STAMPING: P 219 1946
 NN0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0339+STABILITY: SURFACE MOTION
 NN0339
 NN0339  HISTORY     - Date     Condition        Report By
 NN0339  HISTORY     - 1946     MONUMENTED       CGS
 NN0339
 NN0339                          STATION DESCRIPTION
 NN0339
 NN0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0339'0.3 MI S FROM STUART.
 NN0339'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0339'HOLT COUNTY, THENCE 3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 20,
 NN0339'AT THE INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 62 FEET WEST
 NN0339'OF THE CENTERLINE OF THE DIRT ROAD, 52 FEET SOUTHWEST OF THE
 NN0339'CENTERLINE OF THE HIGHWAY, 28 FEET NORTHEAST OF THE CENTERLINE OF
 NN0339'THE CHICAGO AND NORTH WESTERN RAILWAY TRACK, 1 FOOT EAST OF A WHITE
 NN0339'WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 NN0339'DISK, STAMPED P 219 1946 AND SET IN THE TOP OF A CONCRETE POST
 NN0339'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0151 ***********************************************************************
 MM0151  DESIGNATION -  P 22
 MM0151  PID         -  MM0151
 MM0151  STATE/COUNTY-  NE/MCPHERSON
 MM0151  USGS QUAD   -  TRYON NW (1985)
 MM0151
 MM0151                         *CURRENT SURVEY CONTROL
 MM0151  ___________________________________________________________________
 MM0151* NAD 83(1986)-  41 37 48.     (N)    100 57 48.     (W)     SCALED    
 MM0151* NAVD 88     -      1007.393  (meters)    3305.09   (feet)  ADJUSTED  
 MM0151  ___________________________________________________________________
 MM0151  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 MM0151  DYNAMIC HT  -        1006.802 (meters)    3303.15  (feet)  COMP
 MM0151  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 MM0151
 MM0151  VERT ORDER  -  FIRST     CLASS II
 MM0151
 MM0151.The horizontal coordinates were scaled from a topographic map and have
 MM0151.an estimated accuracy of +/- 6 seconds.
 MM0151
 MM0151.The orthometric height was determined by differential leveling
 MM0151.and adjusted by the National Geodetic Survey in June 1991..
 MM0151
 MM0151.The geoid height was determined by GEOID03.
 MM0151
 MM0151.The dynamic height is computed by dividing the NAVD 88
 MM0151.geopotential number by the normal gravity value computed on the
 MM0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0151.degrees latitude (g = 980.6199 gals.).
 MM0151
 MM0151.The modeled gravity was interpolated from observed gravity values.
 MM0151
 MM0151;                    North         East    Units  Estimated Accuracy
 MM0151;SPC NE       -   199,920.      419,760.      MT  (+/- 180 meters Scaled)
 MM0151
 MM0151                          SUPERSEDED SURVEY CONTROL
 MM0151
 MM0151  NGVD 29 (02/14/92) 1007.026  (m)         3303.88   (f) ADJUSTED    1 2
 MM0151
 MM0151.Superseded values are not recommended for survey control.
 MM0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0151.See file dsdata.txt to determine how the superseded data were derived.
 MM0151
 MM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM364105(NAD 83)
 MM0151_MARKER: DB = BENCH MARK DISK
 MM0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0151_SP_SET: CONCRETE POST
 MM0151_STAMPING: P 22 1933 3303.884
 MM0151_MARK LOGO: CGS   
 MM0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0151+STABILITY: SURFACE MOTION
 MM0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0151+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0151
 MM0151  HISTORY     - Date     Condition        Report By
 MM0151  HISTORY     - 1933     MONUMENTED       CGS
 MM0151  HISTORY     - 19910820 GOOD             NGS
 MM0151
 MM0151                          STATION DESCRIPTION
 MM0151
 MM0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0151'5.5 MI N FROM TRYON.
 MM0151'5.5 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0151'TRYON, MC PHERSON COUNTY, AT THE ENTRANCE TO AN ABANDONED
 MM0151'FARM, 70 FEET SOUTH OF THE ENTRANCE LANE, 63 FEET WEST OF THE
 MM0151'CENTERLINE OF THE OLD HIGHWAY, AND 12 FEET SOUTH OF A FENCE.  A
 MM0151'STANDARD DISK, STAMPED 3303.884 P 22 1933 AND SET IN THE TOP OF A
 MM0151'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 MM0151
 MM0151                          STATION RECOVERY (1991)
 MM0151
 MM0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0151'8.8 KM (5.45 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0151'IN TRYON, 26.7 M (87.6 FT) WEST OF THE HIGHWAY CENTERLINE, 20.9 M
 MM0151'(68.6 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 9.9 M (32.5 FT)
 MM0151'WEST OF A WITNESS POST AND FENCE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 MM0151'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 MM0151'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0383 ***********************************************************************
 NN0383  DESIGNATION -  P 220
 NN0383  PID         -  NN0383
 NN0383  STATE/COUNTY-  NE/KEYA PAHA
 NN0383  USGS QUAD   -  JAMISON (1964)
 NN0383
 NN0383                         *CURRENT SURVEY CONTROL
 NN0383  ___________________________________________________________________
 NN0383* NAD 83(1986)-  42 55 06.     (N)    099 20 06.     (W)     SCALED    
 NN0383* NAVD 88     -       600.883  (meters)    1971.40   (feet)  ADJUSTED  
 NN0383  ___________________________________________________________________
 NN0383  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 NN0383  DYNAMIC HT  -         600.657 (meters)    1970.66  (feet)  COMP
 NN0383  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 NN0383
 NN0383  VERT ORDER  -  SECOND    CLASS 0
 NN0383
 NN0383.The horizontal coordinates were scaled from a topographic map and have
 NN0383.an estimated accuracy of +/- 6 seconds.
 NN0383
 NN0383.The orthometric height was determined by differential leveling
 NN0383.and adjusted by the National Geodetic Survey in June 1991..
 NN0383
 NN0383.The geoid height was determined by GEOID03.
 NN0383
 NN0383.The dynamic height is computed by dividing the NAVD 88
 NN0383.geopotential number by the normal gravity value computed on the
 NN0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0383.degrees latitude (g = 980.6199 gals.).
 NN0383
 NN0383.The modeled gravity was interpolated from observed gravity values.
 NN0383
 NN0383;                    North         East    Units  Estimated Accuracy
 NN0383;SPC NE       -   342,760.      554,290.      MT  (+/- 180 meters Scaled)
 NN0383
 NN0383                          SUPERSEDED SURVEY CONTROL
 NN0383
 NN0383  NGVD 29 (??/??/92)  600.597  (m)         1970.46   (f) ADJ UNCH    2 0
 NN0383
 NN0383.Superseded values are not recommended for survey control.
 NN0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0383.See file dsdata.txt to determine how the superseded data were derived.
 NN0383
 NN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN726518(NAD 83)
 NN0383_MARKER: DB = BENCH MARK DISK
 NN0383_SETTING: 0 = UNSPECIFIED SETTING
 NN0383_STAMPING: P 220 1946
 NN0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0383
 NN0383  HISTORY     - Date     Condition        Report By
 NN0383  HISTORY     - 1946     MONUMENTED       CGS
 NN0383  HISTORY     - 1973     GOOD             NGS
 NN0383
 NN0383                          STATION DESCRIPTION
 NN0383
 NN0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NN0383'0.9 MI S FROM BROCKSBURG.
 NN0383'TO REACH THE BENCH MARK FROM THE OLD SCHOOL BUILDING AT
 NN0383'BROCKSBURG, GO SOUTH ON HIGHWAY 137 FOR 0.8 MILES TO THE MILLS
 NN0383'JUNCTION, JUNCTION OF HIGHWAY 137 AND HIGHWAY 12, CONTINUE
 NN0383'SOUTH ON HIGHWAY 137 FOR 0.1 MILE TO THE BENCH MARK ON THE RIGHT,
 NN0383'1 FOOT SOUTH OF A METAL WITNESS POST AND 235 FEET WEST OF THE
 NN0383'CENTER OF NEW HIGHWAY 137.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1255 ***********************************************************************
 NM1255  DESIGNATION -  P 221
 NM1255  PID         -  NM1255
 NM1255  STATE/COUNTY-  NE/PIERCE
 NM1255  USGS QUAD   -  FOSTER (1963)
 NM1255
 NM1255                         *CURRENT SURVEY CONTROL
 NM1255  ___________________________________________________________________
 NM1255* NAD 83(1986)-  42 19 02.     (N)    097 44 23.     (W)     SCALED    
 NM1255* NAVD 88     -       506.364  (meters)    1661.30   (feet)  ADJUSTED  
 NM1255  ___________________________________________________________________
 NM1255  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 NM1255  DYNAMIC HT  -         506.175 (meters)    1660.68  (feet)  COMP
 NM1255  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 NM1255
 NM1255  VERT ORDER  -  FIRST     CLASS II
 NM1255
 NM1255.The horizontal coordinates were scaled from a topographic map and have
 NM1255.an estimated accuracy of +/- 6 seconds.
 NM1255
 NM1255.The orthometric height was determined by differential leveling
 NM1255.and adjusted by the National Geodetic Survey in June 1991..
 NM1255
 NM1255.The geoid height was determined by GEOID03.
 NM1255
 NM1255.The dynamic height is computed by dividing the NAVD 88
 NM1255.geopotential number by the normal gravity value computed on the
 NM1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1255.degrees latitude (g = 980.6199 gals.).
 NM1255
 NM1255.The modeled gravity was interpolated from observed gravity values.
 NM1255
 NM1255;                    North         East    Units  Estimated Accuracy
 NM1255;SPC NE       -   278,220.      686,270.      MT  (+/- 180 meters Scaled)
 NM1255
 NM1255                          SUPERSEDED SURVEY CONTROL
 NM1255
 NM1255  NGVD 29 (??/??/92)  506.182  (m)         1660.70   (f) ADJ UNCH    1 2
 NM1255
 NM1255.Superseded values are not recommended for survey control.
 NM1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1255.See file dsdata.txt to determine how the superseded data were derived.
 NM1255
 NM1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM038857(NAD 83)
 NM1255_MARKER: DB = BENCH MARK DISK
 NM1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1255_STAMPING: P 221 1946
 NM1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1255+STABILITY: SURFACE MOTION
 NM1255
 NM1255  HISTORY     - Date     Condition        Report By
 NM1255  HISTORY     - 1946     MONUMENTED       CGS
 NM1255  HISTORY     - 1963     GOOD             NGS
 NM1255  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1255
 NM1255                          STATION DESCRIPTION
 NM1255
 NM1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1255'4 MI SE FROM PLAINVIEW.
 NM1255'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE JUNCTION
 NM1255'OF U.S. HIGHWAY 20 AT PLAINVIEW, PIERCE COUNTY, 51 FEET NORTHEAST
 NM1255'OF THE CENTERLINE OF THE HIGHWAY, 45 FEET SOUTHWEST OF THE
 NM1255'CENTERLINE OF THE CHICAGO AND NORTH WESTERN RAILWAY, 2 FEET SOUTH
 NM1255'OF RAILWAY MILEPOST 28, 1 FOOT NORTHEAST OF A WHITE WOODEN
 NM1255'WITNESS POST, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 NM1255'DISK, STAMPED P 221 1946 AND SET IN THE TOP OF A CONCRETE POST
 NM1255'PROJECTING 4 INCHES ABOVE GROUND.
 NM1255
 NM1255                          STATION RECOVERY (1963)
 NM1255
 NM1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NM1255'RECOVERED IN GOOD CONDITION.
 NM1255
 NM1255                          STATION RECOVERY (1999)
 NM1255
 NM1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1255'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0151 ***********************************************************************
 NN0151  DESIGNATION -  P 222
 NN0151  PID         -  NN0151
 NN0151  STATE/COUNTY-  NE/ANTELOPE
 NN0151  USGS QUAD   -  ORCHARD (1986)
 NN0151
 NN0151                         *CURRENT SURVEY CONTROL
 NN0151  ___________________________________________________________________
 NN0151* NAD 83(1986)-  42 20 06.     (N)    098 12 14.     (W)     SCALED    
 NN0151* NAVD 88     -       593.369  (meters)    1946.74   (feet)  ADJUSTED  
 NN0151  ___________________________________________________________________
 NN0151  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 NN0151  DYNAMIC HT  -         593.130 (meters)    1945.96  (feet)  COMP
 NN0151  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 NN0151
 NN0151  VERT ORDER  -  FIRST     CLASS II
 NN0151
 NN0151.The horizontal coordinates were scaled from a topographic map and have
 NN0151.an estimated accuracy of +/- 6 seconds.
 NN0151
 NN0151.The orthometric height was determined by differential leveling
 NN0151.and adjusted by the National Geodetic Survey in June 1991..
 NN0151
 NN0151.The geoid height was determined by GEOID03.
 NN0151
 NN0151.The dynamic height is computed by dividing the NAVD 88
 NN0151.geopotential number by the normal gravity value computed on the
 NN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0151.degrees latitude (g = 980.6199 gals.).
 NN0151
 NN0151.The modeled gravity was interpolated from observed gravity values.
 NN0151
 NN0151;                    North         East    Units  Estimated Accuracy
 NN0151;SPC NE       -   279,300.      647,980.      MT  (+/- 180 meters Scaled)
 NN0151
 NN0151                          SUPERSEDED SURVEY CONTROL
 NN0151
 NN0151  NGVD 29 (??/??/92)  593.159  (m)         1946.06   (f) ADJ UNCH    1 2
 NN0151
 NN0151.Superseded values are not recommended for survey control.
 NN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0151.See file dsdata.txt to determine how the superseded data were derived.
 NN0151
 NN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM655872(NAD 83)
 NN0151_MARKER: DB = BENCH MARK DISK
 NN0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0151_STAMPING: P 222 1946
 NN0151_MARK LOGO: CGS   
 NN0151_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0151+STABILITY: SURFACE MOTION
 NN0151
 NN0151  HISTORY     - Date     Condition        Report By
 NN0151  HISTORY     - 1946     MONUMENTED       CGS
 NN0151  HISTORY     - 19940815 GOOD             NEDR
 NN0151
 NN0151                          STATION DESCRIPTION
 NN0151
 NN0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0151'1.9 MI E FROM ORCHARD.
 NN0151'1.9 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE ORCHARD CO-OPERATIVE
 NN0151'CREDIT ASSOCIATION BUILDING AT ORCHARD, ANTELOPE COUNTY, AT THE
 NN0151'INTERSECTION OF A NORTH-AND-SOUTH ROAD, 54 FEET SOUTH OF THE
 NN0151'CENTERLINE OF THE HIGHWAY, 32 FEET WEST OF THE CENTERLINE OF
 NN0151'THE ROAD, 14 FEET SOUTH OF THE RIGHT-OF-WAY FENCE CORNER, 1 FOOT
 NN0151'NORTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER THAN
 NN0151'THE HIGHWAY.  A STANDARD DISK, STAMPED P 222 1946 AND SET IN THE
 NN0151'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NN0151
 NN0151                          STATION RECOVERY (1994)
 NN0151
 NN0151'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0151'RECOVERED AS DESCRIBED, HOWEVER, THE MARK WAS RELOCATED DUE TO ROAD
 NN0151'CONSTRUCTION.  FOR FURTHER DETAILS, SEE THE DESCRIPTION TO THE RESET
 NN0151'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7409 ***********************************************************************
 AA7409  DESIGNATION -  P 222 RESET
 AA7409  PID         -  AA7409
 AA7409  STATE/COUNTY-  NE/ANTELOPE
 AA7409  USGS QUAD   -  ORCHARD (1986)
 AA7409
 AA7409                         *CURRENT SURVEY CONTROL
 AA7409  ___________________________________________________________________
 AA7409* NAD 83(1986)-  42 20 06.     (N)    098 12 14.     (W)     SCALED    
 AA7409* NAVD 88     -       591.20   (+/-2cm)    1939.6    (feet)  VERTCON   
 AA7409  ___________________________________________________________________
 AA7409  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AA7409
 AA7409  VERT ORDER  -  THIRD (See Below)
 AA7409
 AA7409.The horizontal coordinates were scaled from a topographic map and have
 AA7409.an estimated accuracy of +/- 6 seconds.
 AA7409
 AA7409.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7409.The vertical order pertains to the NGVD 29 superseded value.
 AA7409
 AA7409.The geoid height was determined by GEOID03.
 AA7409
 AA7409;                    North         East    Units  Estimated Accuracy
 AA7409;SPC NE       -   279,300.      647,980.      MT  (+/- 180 meters Scaled)
 AA7409
 AA7409                          SUPERSEDED SURVEY CONTROL
 AA7409
 AA7409  NGVD 29 (08/02/06)  590.99   (m)         1938.9    (f) RESET       3  
 AA7409
 AA7409.Superseded values are not recommended for survey control.
 AA7409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7409.See file dsdata.txt to determine how the superseded data were derived.
 AA7409
 AA7409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM655872(NAD 83)
 AA7409_MARKER: DV = VERTICAL CONTROL DISK
 AA7409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7409_STAMPING: P 222 RESET 1994
 AA7409_MARK LOGO: NGS   
 AA7409_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7409+STABILITY: SURFACE MOTION
 AA7409
 AA7409  HISTORY     - Date     Condition        Report By
 AA7409  HISTORY     - 1994     MONUMENTED       NEDR
 AA7409
 AA7409                          STATION DESCRIPTION
 AA7409
 AA7409'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7409'THE MARK IS LOCATED ABOUT 1.9 MI (3.1 KM) EAST FROM ORCHARD, ON PUBLIC
 AA7409'RIGHT-OF-WAY AND IN THE SOUTHWEST CORNER OF SEC1, T27N, R8W. TO REACH
 AA7409'THE MARK FROM THE POST OFFICE, IN ORCHARD, GO EAST ON U.S. HIGHWAY 20
 AA7409'FOR 1.90 MI (3.06 KM) TO THE JUNCTION WITH A GRAVELED COUNTY ROAD AND
 AA7409'THE MARK ON THE LEFT, 119.18 M (391.01 FT) NORTH ALONG THE COUNTY
 AA7409'ROAD. THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 AA7409'PROJECTS 0.09 M (0.30 FT) ABOVE THE GROUND SURFACE.  IT IS 18.118 M
 AA7409'(59.442 FT) NORTHEAST FROM A NAIL AND WASHER IN A POWER POLE, 8.00 M
 AA7409'(26.25 FT) EAST FROM THE CENTERLINE OF THE GRAVELED ROAD AND 0.58 M
 AA7409'(1.90 FT) WEST FROM A WITNESS POST AND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0434 ***********************************************************************
 NN0434  DESIGNATION -  P 223
 NN0434  PID         -  NN0434
 NN0434  STATE/COUNTY-  NE/KEYA PAHA
 NN0434  USGS QUAD   -  MILLS (1964)
 NN0434
 NN0434                         *CURRENT SURVEY CONTROL
 NN0434  ___________________________________________________________________
 NN0434* NAD 83(1986)-  42 56 26.     (N)    099 28 28.     (W)     SCALED    
 NN0434* NAVD 88     -       618.191  (meters)    2028.18   (feet)  ADJUSTED  
 NN0434  ___________________________________________________________________
 NN0434  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 NN0434  DYNAMIC HT  -         617.958 (meters)    2027.42  (feet)  COMP
 NN0434  MODELED GRAV-     980,223.0   (mgal)                       NAVD 88
 NN0434
 NN0434  VERT ORDER  -  FIRST     CLASS II
 NN0434
 NN0434.The horizontal coordinates were scaled from a topographic map and have
 NN0434.an estimated accuracy of +/- 6 seconds.
 NN0434
 NN0434.The orthometric height was determined by differential leveling
 NN0434.and adjusted by the National Geodetic Survey in June 1991..
 NN0434
 NN0434.The geoid height was determined by GEOID03.
 NN0434
 NN0434.The dynamic height is computed by dividing the NAVD 88
 NN0434.geopotential number by the normal gravity value computed on the
 NN0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0434.degrees latitude (g = 980.6199 gals.).
 NN0434
 NN0434.The modeled gravity was interpolated from observed gravity values.
 NN0434
 NN0434;                    North         East    Units  Estimated Accuracy
 NN0434;SPC NE       -   345,150.      542,890.      MT  (+/- 180 meters Scaled)
 NN0434
 NN0434                          SUPERSEDED SURVEY CONTROL
 NN0434
 NN0434  NGVD 29 (??/??/92)  617.906  (m)         2027.25   (f) ADJ UNCH    1 2
 NN0434
 NN0434.Superseded values are not recommended for survey control.
 NN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0434.See file dsdata.txt to determine how the superseded data were derived.
 NN0434
 NN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN612543(NAD 83)
 NN0434_MARKER: DB = BENCH MARK DISK
 NN0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0434_STAMPING: P 223 1946
 NN0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0434+STABILITY: SURFACE MOTION
 NN0434
 NN0434  HISTORY     - Date     Condition        Report By
 NN0434  HISTORY     - 1946     MONUMENTED       CGS
 NN0434
 NN0434                          STATION DESCRIPTION
 NN0434
 NN0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0434'1.6 MI W FROM MILLS.
 NN0434'ALONG A GRADED COUNTY ROAD, 1.6 MILES WEST OF MILLS POST OFFICE,
 NN0434'AT THE TOP OF A HILL, 32 FEET NORTH OF THE CENTER OF THE ROAD,
 NN0434'10 FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE,
 NN0434'1 FOOT EAST OF WITNESS POST.  A BRONZE DISK STAMP P 223 1946
 NN0434'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1217 ***********************************************************************
 MK1217  DESIGNATION -  P 224
 MK1217  PID         -  MK1217
 MK1217  STATE/COUNTY-  NE/MADISON
 MK1217  USGS QUAD   -  ENOLA (1976)
 MK1217
 MK1217                         *CURRENT SURVEY CONTROL
 MK1217  ___________________________________________________________________
 MK1217* NAD 83(1986)-  41 59 03.     (N)    097 25 48.     (W)     SCALED    
 MK1217* NAVD 88     -       469.452  (meters)    1540.19   (feet)  ADJUSTED  
 MK1217  ___________________________________________________________________
 MK1217  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 MK1217  DYNAMIC HT  -         469.269 (meters)    1539.59  (feet)  COMP
 MK1217  MODELED GRAV-     980,217.2   (mgal)                       NAVD 88
 MK1217
 MK1217  VERT ORDER  -  FIRST     CLASS II
 MK1217
 MK1217.This mark is at Karl Stefan Mem Airport (OFK)
 MK1217
 MK1217.The horizontal coordinates were scaled from a topographic map and have
 MK1217.an estimated accuracy of +/- 6 seconds.
 MK1217
 MK1217.The orthometric height was determined by differential leveling
 MK1217.and adjusted by the National Geodetic Survey in June 1991..
 MK1217
 MK1217.The geoid height was determined by GEOID03.
 MK1217
 MK1217.The dynamic height is computed by dividing the NAVD 88
 MK1217.geopotential number by the normal gravity value computed on the
 MK1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1217.degrees latitude (g = 980.6199 gals.).
 MK1217
 MK1217.The modeled gravity was interpolated from observed gravity values.
 MK1217
 MK1217;                    North         East    Units  Estimated Accuracy
 MK1217;SPC NE       -   241,960.      712,880.      MT  (+/- 180 meters Scaled)
 MK1217
 MK1217                          SUPERSEDED SURVEY CONTROL
 MK1217
 MK1217  NGVD 29 (??/??/92)  469.268  (m)         1539.59   (f) ADJ UNCH    1 2
 MK1217
 MK1217.Superseded values are not recommended for survey control.
 MK1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1217.See file dsdata.txt to determine how the superseded data were derived.
 MK1217
 MK1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM300492(NAD 83)
 MK1217_MARKER: DB = BENCH MARK DISK
 MK1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1217_STAMPING: P 224 1947
 MK1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1217+STABILITY: SURFACE MOTION
 MK1217
 MK1217  HISTORY     - Date     Condition        Report By
 MK1217  HISTORY     - 1934     MONUMENTED       CGS
 MK1217  HISTORY     - 1971     GOOD             NGS
 MK1217  HISTORY     - 1981     GOOD             LOCSUR
 MK1217
 MK1217                          STATION DESCRIPTION
 MK1217
 MK1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK1217'3.6 MI S FROM NORFOLK.
 MK1217'3.4 MILES SOUTH ALONG U.S. HIGHWAY NO. 81 AND 0.2 MILE WEST
 MK1217'ALONG THE AIRPORT ROAD FROM THE JUNCTION OF U.S. HIGHWAY NO. 275
 MK1217'AND U.S. HIGHWAY NO. 81 AT NORFOLK, AT THE NORFOLK MUNICIPAL
 MK1217'AIRPORT, SET IN A CONCRETE POST DIRECTLY UNDER AND IN THE
 MK1217'CENTER BETWEEN THE FOUR STEEL LEGS WHICH SUPPORT THE ROTATING
 MK1217'BEACON LIGHT, PROJECTING 0.5 FOOT.
 MK1217
 MK1217                          STATION RECOVERY (1971)
 MK1217
 MK1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MK1217'RECOVERED IN GOOD CONDITION.
 MK1217
 MK1217                          STATION RECOVERY (1981)
 MK1217
 MK1217'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MK1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0513 ***********************************************************************
 NN0513  DESIGNATION -  P 226
 NN0513  PID         -  NN0513
 NN0513  STATE/COUNTY-  NE/BROWN
 NN0513  USGS QUAD   -  AINSWORTH (1954)
 NN0513
 NN0513                         *CURRENT SURVEY CONTROL
 NN0513  ___________________________________________________________________
 NN0513* NAD 83(1986)-  42 33 01.     (N)    099 51 11.     (W)     SCALED    
 NN0513* NAVD 88     -       767.731  (meters)    2518.80   (feet)  ADJUSTED  
 NN0513  ___________________________________________________________________
 NN0513  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 NN0513  DYNAMIC HT  -         767.407 (meters)    2517.73  (feet)  COMP
 NN0513  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 NN0513
 NN0513  VERT ORDER  -  FIRST     CLASS II
 NN0513
 NN0513.The horizontal coordinates were scaled from a topographic map and have
 NN0513.an estimated accuracy of +/- 6 seconds.
 NN0513
 NN0513.The orthometric height was determined by differential leveling
 NN0513.and adjusted by the National Geodetic Survey in June 1991..
 NN0513
 NN0513.The geoid height was determined by GEOID03.
 NN0513
 NN0513.The dynamic height is computed by dividing the NAVD 88
 NN0513.geopotential number by the normal gravity value computed on the
 NN0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0513.degrees latitude (g = 980.6199 gals.).
 NN0513
 NN0513.The modeled gravity was interpolated from observed gravity values.
 NN0513
 NN0513;                    North         East    Units  Estimated Accuracy
 NN0513;SPC NE       -   301,680.      512,070.      MT  (+/- 180 meters Scaled)
 NN0513
 NN0513                          SUPERSEDED SURVEY CONTROL
 NN0513
 NN0513  NGVD 29 (??/??/92)  767.437  (m)         2517.83   (f) ADJ UNCH    1 2
 NN0513
 NN0513.Superseded values are not recommended for survey control.
 NN0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0513.See file dsdata.txt to determine how the superseded data were derived.
 NN0513
 NN0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN299112(NAD 83)
 NN0513_MARKER: DB = BENCH MARK DISK
 NN0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0513_STAMPING: P 226 1946
 NN0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0513+STABILITY: SURFACE MOTION
 NN0513
 NN0513  HISTORY     - Date     Condition        Report By
 NN0513  HISTORY     - 1946     MONUMENTED       CGS
 NN0513
 NN0513                          STATION DESCRIPTION
 NN0513
 NN0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0513'AT AINSWORTH.
 NN0513'AT AINSWORTH, AT THE JUNCTION OF U.S. HIGHWAY NO. 20 AND
 NN0513'NEBRASKA STATE HIGHWAY NO. 7 LEADING NORTH, IN SMALL PARK
 NN0513'BELONGING TO THE STATE HIGHWAY DEPARTMENT, 187 FEET NORTH OF THE
 NN0513'CENTER LINE OF U.S. HIGHWAY NO. 20, 49 FEE NORTHEAST OF AND
 NN0513'ABOUT LEVEL WITH THE CENTER LINE OF NEBRASKA STATE HIGHWAY NO. 7,
 NN0513'45 FEET SOUTHEAST OF A 4 INCH IRON PIPE USED AS A CORNER POST,
 NN0513'40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HIGHWAY DEPARTMENT
 NN0513'MAINTENANCE SHOP, 18 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 NN0513'DRIVEWAY.  A BRONZE DISC STAMPED P 226 1946 AND SET IN THE TOP
 NN0513'OF A CONCRETE POST WHICH IS ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0514 ***********************************************************************
 NN0514  DESIGNATION -  P 226 RESET
 NN0514  PID         -  NN0514
 NN0514  STATE/COUNTY-  NE/BROWN
 NN0514  USGS QUAD   -  AINSWORTH (1954)
 NN0514
 NN0514                         *CURRENT SURVEY CONTROL
 NN0514  ___________________________________________________________________
 NN0514* NAD 83(1986)-  42 33 01.     (N)    099 51 11.     (W)     SCALED    
 NN0514* NAVD 88     -       767.91   (meters)    2519.4    (feet)  RESET     
 NN0514  ___________________________________________________________________
 NN0514  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 NN0514
 NN0514  VERT ORDER  -  THIRD
 NN0514
 NN0514.The horizontal coordinates were scaled from a topographic map and have
 NN0514.an estimated accuracy of +/- 6 seconds.
 NN0514
 NN0514.The orthometric height was computed from unverified reset data.
 NN0514
 NN0514.The geoid height was determined by GEOID03.
 NN0514
 NN0514;                    North         East    Units  Estimated Accuracy
 NN0514;SPC NE       -   301,680.      512,070.      MT  (+/- 180 meters Scaled)
 NN0514
 NN0514                          SUPERSEDED SURVEY CONTROL
 NN0514
 NN0514.No superseded survey control is available for this station.
 NN0514
 NN0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN299112(NAD 83)
 NN0514_MARKER: DB = BENCH MARK DISK
 NN0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0514_STAMPING: P 226 RESET 1956
 NN0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0514+STABILITY: SURFACE MOTION
 NN0514
 NN0514  HISTORY     - Date     Condition        Report By
 NN0514  HISTORY     - 1956     MONUMENTED       NEDR
 NN0514
 NN0514                          STATION DESCRIPTION
 NN0514
 NN0514'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1956
 NN0514'AT AINSWORTH.
 NN0514'AT AINSWORTH, BROWN COUNTY, AT THE JUNCTION OF U.S. HIGHWAY 20
 NN0514'AND A COUNTY ROAD NEAR THE STATE HIGHWAY DEPARTMENT HEADQUARTERS,
 NN0514'ABOUT 173 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 20,
 NN0514'132 FEET EAST OF THE CENTERLINE OF A COUNTY ROAD, 74.2 FEET
 NN0514'SOUTHEAST OF A 4-INCH IRON PIPE USED AS A CORNER POST, 47
 NN0514'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE MAINTENANCE SHOP,
 NN0514'27 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATE HIGHWAY
 NN0514'DEPARTMENT DIVISION OFFICE, AND ABOUT 1 FOOT WEST OF A CONCRETE
 NN0514'WALK.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST FLUSH
 NN0514'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0078 ***********************************************************************
 NO0078  DESIGNATION -  P 227
 NO0078  PID         -  NO0078
 NO0078  STATE/COUNTY-  NE/BROWN
 NO0078  USGS QUAD   -  JOHNSTOWN (1985)
 NO0078
 NO0078                         *CURRENT SURVEY CONTROL
 NO0078  ___________________________________________________________________
 NO0078* NAD 83(1986)-  42 36 25.     (N)    100 02 55.     (W)     SCALED    
 NO0078* NAVD 88     -       789.171  (meters)    2589.14   (feet)  ADJUSTED  
 NO0078  ___________________________________________________________________
 NO0078  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 NO0078  DYNAMIC HT  -         788.843 (meters)    2588.06  (feet)  COMP
 NO0078  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 NO0078
 NO0078  VERT ORDER  -  SECOND    CLASS 0
 NO0078
 NO0078.The horizontal coordinates were scaled from a topographic map and have
 NO0078.an estimated accuracy of +/- 6 seconds.
 NO0078
 NO0078.The orthometric height was determined by differential leveling
 NO0078.and adjusted by the National Geodetic Survey in June 1991..
 NO0078
 NO0078.The geoid height was determined by GEOID03.
 NO0078
 NO0078.The dynamic height is computed by dividing the NAVD 88
 NO0078.geopotential number by the normal gravity value computed on the
 NO0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0078.degrees latitude (g = 980.6199 gals.).
 NO0078
 NO0078.The modeled gravity was interpolated from observed gravity values.
 NO0078
 NO0078;                    North         East    Units  Estimated Accuracy
 NO0078;SPC NE       -   307,960.      496,010.      MT  (+/- 180 meters Scaled)
 NO0078
 NO0078                          SUPERSEDED SURVEY CONTROL
 NO0078
 NO0078  NGVD 29 (??/??/92)  788.874  (m)         2588.16   (f) ADJ UNCH    2 0
 NO0078
 NO0078.Superseded values are not recommended for survey control.
 NO0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0078.See file dsdata.txt to determine how the superseded data were derived.
 NO0078
 NO0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN139177(NAD 83)
 NO0078_MARKER: DB = BENCH MARK DISK
 NO0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0078_STAMPING: P 227 1946
 NO0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0078+STABILITY: SURFACE MOTION
 NO0078
 NO0078  HISTORY     - Date     Condition        Report By
 NO0078  HISTORY     - 1946     MONUMENTED       CGS
 NO0078  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0078
 NO0078                          STATION DESCRIPTION
 NO0078
 NO0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0078'3 MI N FROM JOHNSTOWN.
 NO0078'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0078'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 2.6
 NO0078'MILES NORTH ALONG A DIRT ROAD, AND AT THE JUNCTION WITH A DIRT
 NO0078'ROAD LEADING EAST, 45 FEET NORTH OF THE CENTER LINE OF THE
 NO0078'EAST-WEST ROAD, 30 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 NO0078'LINE OF THE NORTH-SOUTH ROAD, 17 FEET NORTH OF THE RIGHT-OF-WAY
 NO0078'FENCE CORNER, 1 FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A
 NO0078'BRONZE DISC STAMPED P 227 1946 AND SET IN THE TOP OF A CONCRETE
 NO0078'POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED P 227
 NO0078'1946.
 NO0078
 NO0078                          STATION RECOVERY (1984)
 NO0078
 NO0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0034 ***********************************************************************
 NO0034  DESIGNATION -  P 228
 NO0034  PID         -  NO0034
 NO0034  STATE/COUNTY-  NE/CHERRY
 NO0034  USGS QUAD   -  THATCHER (1983)
 NO0034
 NO0034                         *CURRENT SURVEY CONTROL
 NO0034  ___________________________________________________________________
 NO0034* NAD 83(1986)-  42 45 00.     (N)    100 23 01.     (W)     SCALED    
 NO0034* NAVD 88     -       824.812  (meters)    2706.07   (feet)  ADJUSTED  
 NO0034  ___________________________________________________________________
 NO0034  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 NO0034  DYNAMIC HT  -         824.476 (meters)    2704.97  (feet)  COMP
 NO0034  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 NO0034
 NO0034  VERT ORDER  -  FIRST     CLASS II
 NO0034
 NO0034.The horizontal coordinates were scaled from a topographic map and have
 NO0034.an estimated accuracy of +/- 6 seconds.
 NO0034
 NO0034.The orthometric height was determined by differential leveling
 NO0034.and adjusted by the National Geodetic Survey in June 1991..
 NO0034
 NO0034.The geoid height was determined by GEOID03.
 NO0034
 NO0034.The dynamic height is computed by dividing the NAVD 88
 NO0034.geopotential number by the normal gravity value computed on the
 NO0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0034.degrees latitude (g = 980.6199 gals.).
 NO0034
 NO0034.The modeled gravity was interpolated from observed gravity values.
 NO0034
 NO0034;                    North         East    Units  Estimated Accuracy
 NO0034;SPC NE       -   323,920.      468,600.      MT  (+/- 180 meters Scaled)
 NO0034
 NO0034                          SUPERSEDED SURVEY CONTROL
 NO0034
 NO0034  NGVD 29 (??/??/92)  824.529  (m)         2705.14   (f) ADJ UNCH    1 2
 NO0034
 NO0034.Superseded values are not recommended for survey control.
 NO0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0034.See file dsdata.txt to determine how the superseded data were derived.
 NO0034
 NO0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN867339(NAD 83)
 NO0034_MARKER: DB = BENCH MARK DISK
 NO0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0034_STAMPING: P 228 1946
 NO0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0034+STABILITY: SURFACE MOTION
 NO0034
 NO0034  HISTORY     - Date     Condition        Report By
 NO0034  HISTORY     - 1946     MONUMENTED       CGS
 NO0034
 NO0034                          STATION DESCRIPTION
 NO0034
 NO0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0034'1.5 MI NW FROM ARABIA.
 NO0034'1.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0034'FROM THE STATION AT ARABIA, CHERRY COUNTY, 5 POLES SOUTH
 NO0034'OF MILEPOST 255, 65 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NO0034'TRACK, 29 FEET SOUTH OF AN EAST-AND-WEST FENCE, 10 FEET
 NO0034'SOUTHWEST OF A POLE, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE,
 NO0034'AND 10 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NO0034'P 228 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0034'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0050 ***********************************************************************
 NO0050  DESIGNATION -  P 229
 NO0050  PID         -  NO0050
 NO0050  STATE/COUNTY-  NE/KEYA PAHA
 NO0050  USGS QUAD   -  NORDEN NW (1983)
 NO0050
 NO0050                         *CURRENT SURVEY CONTROL
 NO0050  ___________________________________________________________________
 NO0050* NAD 83(1986)-  42 54 41.     (N)    100 09 32.     (W)     SCALED    
 NO0050* NAVD 88     -       780.225  (meters)    2559.79   (feet)  ADJUSTED  
 NO0050  ___________________________________________________________________
 NO0050  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 NO0050  DYNAMIC HT  -         779.917 (meters)    2558.78  (feet)  COMP
 NO0050  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 NO0050
 NO0050  VERT ORDER  -  SECOND    CLASS 0
 NO0050
 NO0050.The horizontal coordinates were scaled from a topographic map and have
 NO0050.an estimated accuracy of +/- 6 seconds.
 NO0050
 NO0050.The orthometric height was determined by differential leveling
 NO0050.and adjusted by the National Geodetic Survey in June 1991..
 NO0050
 NO0050.The geoid height was determined by GEOID03.
 NO0050
 NO0050.The dynamic height is computed by dividing the NAVD 88
 NO0050.geopotential number by the normal gravity value computed on the
 NO0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0050.degrees latitude (g = 980.6199 gals.).
 NO0050
 NO0050.The modeled gravity was interpolated from observed gravity values.
 NO0050
 NO0050;                    North         East    Units  Estimated Accuracy
 NO0050;SPC NE       -   341,790.      487,030.      MT  (+/- 180 meters Scaled)
 NO0050
 NO0050                          SUPERSEDED SURVEY CONTROL
 NO0050
 NO0050  NGVD 29 (??/??/92)  779.906  (m)         2558.74   (f) ADJ UNCH    2 0
 NO0050
 NO0050.Superseded values are not recommended for survey control.
 NO0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0050.See file dsdata.txt to determine how the superseded data were derived.
 NO0050
 NO0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN054516(NAD 83)
 NO0050_MARKER: DB = BENCH MARK DISK
 NO0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0050_STAMPING: P 229 1946
 NO0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0050+STABILITY: SURFACE MOTION
 NO0050
 NO0050  HISTORY     - Date     Condition        Report By
 NO0050  HISTORY     - 1946     MONUMENTED       CGS
 NO0050
 NO0050                          STATION DESCRIPTION
 NO0050
 NO0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0050'7 MI NW FROM NORDEN.
 NO0050'ABOUT 6.0 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM
 NO0050'NORDEN, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, AND AT THE
 NO0050'INTERSECTION WITH AN EAST-WEST ROAD, 54 FEET SOUTH OF THE CENTER
 NO0050'LINE OF THE EAST-WEST ROAD, 32 FEET EAST OF AND ABOUT 3 FEET
 NO0050'HIGHER THAN THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1 FOOT WEST
 NO0050'OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A 4 IN X 4 IN MARKER
 NO0050'POST.  PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED P 229 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0219 ***********************************************************************
 LJ0219  DESIGNATION -  P 23
 LJ0219  PID         -  LJ0219
 LJ0219  STATE/COUNTY-  NE/HITCHCOCK
 LJ0219  USGS QUAD   -  TRENTON SE (1976)
 LJ0219
 LJ0219                         *CURRENT SURVEY CONTROL
 LJ0219  ___________________________________________________________________
 LJ0219* NAD 83(1986)-  40 04 57.     (N)    101 02 30.     (W)     SCALED    
 LJ0219* NAVD 88     -       913.035  (meters)    2995.52   (feet)  ADJUSTED  
 LJ0219  ___________________________________________________________________
 LJ0219  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 LJ0219  DYNAMIC HT  -         912.384 (meters)    2993.38  (feet)  COMP
 LJ0219  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 LJ0219
 LJ0219  VERT ORDER  -  SECOND    CLASS 0
 LJ0219
 LJ0219.The horizontal coordinates were scaled from a topographic map and have
 LJ0219.an estimated accuracy of +/- 6 seconds.
 LJ0219
 LJ0219.The orthometric height was determined by differential leveling
 LJ0219.and adjusted by the National Geodetic Survey in June 1991..
 LJ0219
 LJ0219.The geoid height was determined by GEOID03.
 LJ0219
 LJ0219.The dynamic height is computed by dividing the NAVD 88
 LJ0219.geopotential number by the normal gravity value computed on the
 LJ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0219.degrees latitude (g = 980.6199 gals.).
 LJ0219
 LJ0219.The modeled gravity was interpolated from observed gravity values.
 LJ0219
 LJ0219;                    North         East    Units  Estimated Accuracy
 LJ0219;SPC NE       -    28,200.      411,160.      MT  (+/- 180 meters Scaled)
 LJ0219
 LJ0219                          SUPERSEDED SURVEY CONTROL
 LJ0219
 LJ0219  NGVD 29 (??/??/92)  912.688  (m)         2994.38   (f) ADJ UNCH    2 0
 LJ0219
 LJ0219.Superseded values are not recommended for survey control.
 LJ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0219.See file dsdata.txt to determine how the superseded data were derived.
 LJ0219
 LJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK259389(NAD 83)
 LJ0219_MARKER: DB = BENCH MARK DISK
 LJ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0219_STAMPING: P-23 1934
 LJ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0219+STABILITY: SURFACE MOTION
 LJ0219
 LJ0219  HISTORY     - Date     Condition        Report By
 LJ0219  HISTORY     - 1934     MONUMENTED       CGS
 LJ0219  HISTORY     - 1959     GOOD             NGS
 LJ0219
 LJ0219                          STATION DESCRIPTION
 LJ0219
 LJ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0219'7.9 MI S FROM TRENTON.
 LJ0219'7.9 MILES S OF AND ALONG STATE HWY 17.  6.0 MILES N OF
 LJ0219'KANSAS-NEBRASKA STATE LINE, 40 FT W OF CENTER OF HIGHWAY, 6 FT
 LJ0219'W OF R/W FENCE AND 8 FT S OF T FENCE RUNNING E AND W.
 LJ0219
 LJ0219                          STATION RECOVERY (1959)
 LJ0219
 LJ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LJ0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0344 ***********************************************************************
 MK0344  DESIGNATION -  P 230
 MK0344  PID         -  MK0344
 MK0344  STATE/COUNTY-  NE/BURT
 MK0344  USGS QUAD   -  CRAIG (1970)
 MK0344
 MK0344                         *CURRENT SURVEY CONTROL
 MK0344  ___________________________________________________________________
 MK0344* NAD 83(1986)-  41 46 15.     (N)    096 16 16.     (W)     SCALED    
 MK0344* NAVD 88     -       339.671  (meters)    1114.40   (feet)  ADJUSTED  
 MK0344  ___________________________________________________________________
 MK0344  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 MK0344  DYNAMIC HT  -         339.539 (meters)    1113.97  (feet)  COMP
 MK0344  MODELED GRAV-     980,224.8   (mgal)                       NAVD 88
 MK0344
 MK0344  VERT ORDER  -  SECOND    CLASS 0
 MK0344
 MK0344.The horizontal coordinates were scaled from a topographic map and have
 MK0344.an estimated accuracy of +/- 6 seconds.
 MK0344
 MK0344.The orthometric height was determined by differential leveling
 MK0344.and adjusted by the National Geodetic Survey in June 1991..
 MK0344
 MK0344.The geoid height was determined by GEOID03.
 MK0344
 MK0344.The dynamic height is computed by dividing the NAVD 88
 MK0344.geopotential number by the normal gravity value computed on the
 MK0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0344.degrees latitude (g = 980.6199 gals.).
 MK0344
 MK0344.The modeled gravity was interpolated from observed gravity values.
 MK0344
 MK0344;                    North         East    Units  Estimated Accuracy
 MK0344;SPC NE       -   221,800.      809,850.      MT  (+/- 180 meters Scaled)
 MK0344
 MK0344                          SUPERSEDED SURVEY CONTROL
 MK0344
 MK0344  NGVD 29 (??/??/92)  339.533  (m)         1113.95   (f) ADJ UNCH    2 0
 MK0344
 MK0344.Superseded values are not recommended for survey control.
 MK0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0344.See file dsdata.txt to determine how the superseded data were derived.
 MK0344
 MK0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM268279(NAD 83)
 MK0344_MARKER: DB = BENCH MARK DISK
 MK0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0344_STAMPING: P 230 1947
 MK0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0344+STABILITY: SURFACE MOTION
 MK0344
 MK0344  HISTORY     - Date     Condition        Report By
 MK0344  HISTORY     - 1947     MONUMENTED       CGS
 MK0344  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0344
 MK0344                          STATION DESCRIPTION
 MK0344
 MK0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0344'2.8 MI W FROM TEKAMAH.
 MK0344'2.85 MILES WEST ALONG U.S. HIGHWAY NO. 73W FROM THE COURT HOUSE
 MK0344'AT TEKAMAH, 0.05 MILE WEST OF AND ACROSS THE HIGHWAY FROM A
 MK0344'DIRT ROAD LEADING SOUTH, 100.0 FEET WEST OF THE CENTER OF A
 MK0344'PRIVATE ROAD LEADING NORTH, 27.0 FEET NORTH OF THE CENTER
 MK0344'OF THE HIGHWAY, 17.0 FEET EAST OF TELEPHONE POLE NO. 2 (THE
 MK0344'SECOND POLE WEST OF TELEPHONE POLE NO. 2030), 5.0 FEET WEST OF A
 MK0344'FENCE CORNER POST, 1.7 FEET EAST OF A REFERENCE POST, SET IN
 MK0344'A CONCRETE POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND PROJECTING
 MK0344'0.1 FOOT.
 MK0344
 MK0344                          STATION RECOVERY (1965)
 MK0344
 MK0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0345 ***********************************************************************
 MK0345  DESIGNATION -  P 230 RESET
 MK0345  PID         -  MK0345
 MK0345  STATE/COUNTY-  NE/BURT
 MK0345  USGS QUAD   -  CRAIG (1970)
 MK0345
 MK0345                         *CURRENT SURVEY CONTROL
 MK0345  ___________________________________________________________________
 MK0345* NAD 83(1986)-  41 46 16.     (N)    096 16 16.     (W)     SCALED    
 MK0345* NAVD 88     -       339.77   (meters)    1114.7    (feet)  RESET     
 MK0345  ___________________________________________________________________
 MK0345  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 MK0345
 MK0345  VERT ORDER  -  THIRD
 MK0345
 MK0345.The horizontal coordinates were scaled from a topographic map and have
 MK0345.an estimated accuracy of +/- 6 seconds.
 MK0345
 MK0345.The orthometric height was computed from unverified reset data.
 MK0345
 MK0345.The geoid height was determined by GEOID03.
 MK0345
 MK0345;                    North         East    Units  Estimated Accuracy
 MK0345;SPC NE       -   221,830.      809,850.      MT  (+/- 180 meters Scaled)
 MK0345
 MK0345                          SUPERSEDED SURVEY CONTROL
 MK0345
 MK0345  NGVD 29 (??/??/??)  339.63   (m)         1114.3    (f) RESET       3  
 MK0345
 MK0345.Superseded values are not recommended for survey control.
 MK0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0345.See file dsdata.txt to determine how the superseded data were derived.
 MK0345
 MK0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM268279(NAD 83)
 MK0345_MARKER: DB = BENCH MARK DISK
 MK0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0345_STAMPING: P 230 RESET 1947
 MK0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0345+STABILITY: SURFACE MOTION
 MK0345
 MK0345  HISTORY     - Date     Condition        Report By
 MK0345  HISTORY     - 1947     MONUMENTED       NEDR
 MK0345  HISTORY     - 1948     GOOD             NGS
 MK0345  HISTORY     - 1965     MARK NOT FOUND   NGS
 MK0345
 MK0345                          STATION DESCRIPTION
 MK0345
 MK0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0345'2.8 MI W FROM TEKAMAH.
 MK0345'2.8 MILES WEST ALONG U.S. HIGHWAY 73 W FROM THE COURTHUSE AT
 MK0345'TEKAMAH, BURT COUNTY, 256 FEET WEST OF THE CENTER LINE OF A
 MK0345'10- BY 8-FOOT DOUBLE CONCRETE BOX CULVERT, 42 FEET WEST OF A
 MK0345'POWER-TRANSMISSION LINE POLE, 25 FEET EAST OF THE CENTER
 MK0345'LINE OF A PRIVATE ROAD LEADING NORTH, AND AT THE SOUTH FENCE
 MK0345'LINE.  A STANDARD DISK, STAMPED P 230 RESET 1947 AND SET IN
 MK0345'THE TOP OF A CONCRETE POST.
 MK0345
 MK0345                          STATION RECOVERY (1965)
 MK0345
 MK0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MK0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0320 ***********************************************************************
 MK0320  DESIGNATION -  P 231
 MK0320  PID         -  MK0320
 MK0320  STATE/COUNTY-  NE/BURT
 MK0320  USGS QUAD   -  BERTHA (1970)
 MK0320
 MK0320                         *CURRENT SURVEY CONTROL
 MK0320  ___________________________________________________________________
 MK0320* NAD 83(1986)-  41 53 13.     (N)    096 20 51.     (W)     SCALED    
 MK0320* NAVD 88     -       420.406  (meters)    1379.28   (feet)  ADJUSTED  
 MK0320  ___________________________________________________________________
 MK0320  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 MK0320  DYNAMIC HT  -         420.252 (meters)    1378.78  (feet)  COMP
 MK0320  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 MK0320
 MK0320  VERT ORDER  -  SECOND    CLASS 0
 MK0320
 MK0320.The horizontal coordinates were scaled from a topographic map and have
 MK0320.an estimated accuracy of +/- 6 seconds.
 MK0320
 MK0320.The orthometric height was determined by differential leveling
 MK0320.and adjusted by the National Geodetic Survey in June 1991..
 MK0320
 MK0320.The geoid height was determined by GEOID03.
 MK0320
 MK0320.The dynamic height is computed by dividing the NAVD 88
 MK0320.geopotential number by the normal gravity value computed on the
 MK0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0320.degrees latitude (g = 980.6199 gals.).
 MK0320
 MK0320.The modeled gravity was interpolated from observed gravity values.
 MK0320
 MK0320;                    North         East    Units  Estimated Accuracy
 MK0320;SPC NE       -   234,410.      802,960.      MT  (+/- 180 meters Scaled)
 MK0320
 MK0320                          SUPERSEDED SURVEY CONTROL
 MK0320
 MK0320  NGVD 29 (??/??/92)  420.262  (m)         1378.81   (f) ADJ UNCH    2 0
 MK0320
 MK0320.Superseded values are not recommended for survey control.
 MK0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0320.See file dsdata.txt to determine how the superseded data were derived.
 MK0320
 MK0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM200406(NAD 83)
 MK0320_MARKER: DB = BENCH MARK DISK
 MK0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0320_STAMPING: P 231 1947
 MK0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0320+STABILITY: SURFACE MOTION
 MK0320
 MK0320  HISTORY     - Date     Condition        Report By
 MK0320  HISTORY     - 1947     MONUMENTED       CGS
 MK0320  HISTORY     - 1957     GOOD             NGS
 MK0320
 MK0320                          STATION DESCRIPTION
 MK0320
 MK0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0320'7.7 MI N FROM CRAIG.
 MK0320'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73 W FROM THE HIGH SCHOOL
 MK0320'AT CRAIG, THENCE 7.0 MILES NORTH ALONG A GRAVEL ROAD, IN THE
 MK0320'NORTHWEST ANGLE OF A CROSS ROAD AND AT THE BERTHA GENERAL
 MK0320'STORE, 96.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 MK0320'30.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 23.0
 MK0320'FEET NORTH OF THE NORTHEAST CORNER OF THE CONCRETE PORCH FLOOR
 MK0320'OF THE STORE BUILDING, 1.7 FOOT SOUTH OF A REFERENCE POST,
 MK0320'0.8 FOOT EAST OF THE WEST RIGHT OF WAY FENCE, SET IN A CONCRETE
 MK0320'POST ABOUT 1 FOOT BELOW THE ROAD AND ABOUT FLUSH WITH THE TOP
 MK0320'OF THE GROUND.
 MK0320
 MK0320                          STATION RECOVERY (1957)
 MK0320
 MK0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MK0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0502 ***********************************************************************
 MK0502  DESIGNATION -  P 232
 MK0502  PID         -  MK0502
 MK0502  STATE/COUNTY-  NE/WASHINGTON
 MK0502  USGS QUAD   -  KENNARD (1968)
 MK0502
 MK0502                         *CURRENT SURVEY CONTROL
 MK0502  ___________________________________________________________________
 MK0502* NAD 83(1986)-  41 26 55.     (N)    096 13 57.     (W)     SCALED    
 MK0502* NAVD 88     -       359.149  (meters)    1178.31   (feet)  ADJUSTED  
 MK0502  ___________________________________________________________________
 MK0502  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 MK0502  DYNAMIC HT  -         358.978 (meters)    1177.75  (feet)  COMP
 MK0502  MODELED GRAV-     980,137.6   (mgal)                       NAVD 88
 MK0502
 MK0502  VERT ORDER  -  SECOND    CLASS 0
 MK0502
 MK0502.The horizontal coordinates were scaled from a topographic map and have
 MK0502.an estimated accuracy of +/- 6 seconds.
 MK0502
 MK0502.The orthometric height was determined by differential leveling
 MK0502.and adjusted by the National Geodetic Survey in June 1991..
 MK0502
 MK0502.The geoid height was determined by GEOID03.
 MK0502
 MK0502.The dynamic height is computed by dividing the NAVD 88
 MK0502.geopotential number by the normal gravity value computed on the
 MK0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0502.degrees latitude (g = 980.6199 gals.).
 MK0502
 MK0502.The modeled gravity was interpolated from observed gravity values.
 MK0502
 MK0502;                    North         East    Units  Estimated Accuracy
 MK0502;SPC NE       -   186,190.      814,610.      MT  (+/- 180 meters Scaled)
 MK0502
 MK0502                          SUPERSEDED SURVEY CONTROL
 MK0502
 MK0502  NGVD 29 (??/??/92)  358.999  (m)         1177.82   (f) ADJ UNCH    2 0
 MK0502
 MK0502.Superseded values are not recommended for survey control.
 MK0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0502.See file dsdata.txt to determine how the superseded data were derived.
 MK0502
 MK0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL311922(NAD 83)
 MK0502_MARKER: DB = BENCH MARK DISK
 MK0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0502_STAMPING: P 232 1947
 MK0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0502+STABILITY: SURFACE MOTION
 MK0502
 MK0502  HISTORY     - Date     Condition        Report By
 MK0502  HISTORY     - 1947     MONUMENTED       CGS
 MK0502
 MK0502                          STATION DESCRIPTION
 MK0502
 MK0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0502'2.4 MI SW FROM KENNARD.
 MK0502'2.4 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0502'FROM THE STATION AT KENNARD.  THE MARK IS 15 POLES NORTHEAST
 MK0502'OF MILEPOST 23, ABOUT 95 YARDS SOUTHWEST OF AN UNDERPASS OF
 MK0502'U.S. HIGHWAY 30, 43 FEET SOUTH OF AND 4 FEET HIGHER THAN
 MK0502'THE CENTER LINE OF THE TRACK, 7.5 FEET NORTHEAST OF A TELEGRAPH
 MK0502'POLE, 6.8 FEET NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A
 MK0502'4 X 4 MARKER POST, AND PROJECTS 2 INCHES ABOVE THE SURFACE
 MK0502'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0644 ***********************************************************************
 MK0644  DESIGNATION -  P 233
 MK0644  PID         -  MK0644
 MK0644  STATE/COUNTY-  NE/DOUGLAS
 MK0644  USGS QUAD   -  FORT CALHOUN (1975)
 MK0644
 MK0644                         *CURRENT SURVEY CONTROL
 MK0644  ___________________________________________________________________
 MK0644* NAD 83(1986)-  41 22 45.     (N)    096 05 38.     (W)     SCALED    
 MK0644* NAVD 88     -       397.100  (meters)    1302.82   (feet)  ADJUSTED  
 MK0644  ___________________________________________________________________
 MK0644  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 MK0644  DYNAMIC HT  -         396.913 (meters)    1302.21  (feet)  COMP
 MK0644  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 MK0644
 MK0644  VERT ORDER  -  SECOND    CLASS 0
 MK0644
 MK0644.The horizontal coordinates were scaled from a topographic map and have
 MK0644.an estimated accuracy of +/- 6 seconds.
 MK0644
 MK0644.The orthometric height was determined by differential leveling
 MK0644.and adjusted by the National Geodetic Survey in June 1991..
 MK0644
 MK0644.The geoid height was determined by GEOID03.
 MK0644
 MK0644.The dynamic height is computed by dividing the NAVD 88
 MK0644.geopotential number by the normal gravity value computed on the
 MK0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0644.degrees latitude (g = 980.6199 gals.).
 MK0644
 MK0644.The modeled gravity was interpolated from observed gravity values.
 MK0644
 MK0644;                    North         East    Units  Estimated Accuracy
 MK0644;SPC NE       -   179,000.      826,530.      MT  (+/- 180 meters Scaled)
 MK0644
 MK0644                          SUPERSEDED SURVEY CONTROL
 MK0644
 MK0644  NGVD 29 (??/??/92)  396.966  (m)         1302.38   (f) ADJ UNCH    2 0
 MK0644
 MK0644.Superseded values are not recommended for survey control.
 MK0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0644.See file dsdata.txt to determine how the superseded data were derived.
 MK0644
 MK0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL430849(NAD 83)
 MK0644_MARKER: DB = BENCH MARK DISK
 MK0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0644_STAMPING: P 233 1947
 MK0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0644+STABILITY: SURFACE MOTION
 MK0644
 MK0644  HISTORY     - Date     Condition        Report By
 MK0644  HISTORY     - 1947     MONUMENTED       CGS
 MK0644  HISTORY     - 1976     GOOD             LOCSUR
 MK0644
 MK0644                          STATION DESCRIPTION
 MK0644
 MK0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0644'4.6 MI NE FROM BENNINGTON.
 MK0644'3.6 MILES EAST ALONG NEBRASKA STATE HIGHWAY 36 FROM THE PUBLIC
 MK0644'SCHOOL AT BENNINGTON, THENCE 1.0 MILE NORTH ALONG A PAVED ROAD,
 MK0644'120 YARDS EAST OF A NORTH-SOUTH ROAD AND IN THE SOUTHWEST CORNER
 MK0644'OF THE SCHOOL YARD OF DISTRICT NUMBER 36 SCHOOL, 79 FEET
 MK0644'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 53
 MK0644'FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF AN EAST-WEST
 MK0644'ROAD, 32 FEET WEST OF A 12-INCH ASH TREE, 5 FEET SOUTH OF A POWER
 MK0644'POLE, 3 FEET NORTH OF A 4 X 4 MARKER POST, 2 FEET EAST OF A
 MK0644'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES
 MK0644'ABOVE THE GROUND.
 MK0644
 MK0644                          STATION RECOVERY (1976)
 MK0644
 MK0644'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1820 ***********************************************************************
 MK1820  DESIGNATION -  P 234 RESET
 MK1820  PID         -  MK1820
 MK1820  STATE/COUNTY-  NE/WASHINGTON
 MK1820  USGS QUAD   -  FORT CALHOUN (1975)
 MK1820
 MK1820                         *CURRENT SURVEY CONTROL
 MK1820  ___________________________________________________________________
 MK1820* NAD 83(1986)-  41 27 56.     (N)    096 01 33.     (W)     SCALED    
 MK1820* NAVD 88     -       326.00   (+/-2cm)    1069.6    (feet)  VERTCON   
 MK1820  ___________________________________________________________________
 MK1820  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 MK1820
 MK1820  VERT ORDER  -  THIRD (See Below)
 MK1820
 MK1820.The horizontal coordinates were scaled from a topographic map and have
 MK1820.an estimated accuracy of +/- 6 seconds.
 MK1820
 MK1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1820.The vertical order pertains to the NGVD 29 superseded value.
 MK1820
 MK1820.The geoid height was determined by GEOID03.
 MK1820
 MK1820;                    North         East    Units  Estimated Accuracy
 MK1820;SPC NE       -   188,840.      831,770.      MT  (+/- 180 meters Scaled)
 MK1820
 MK1820                          SUPERSEDED SURVEY CONTROL
 MK1820
 MK1820  NGVD 29 (08/02/06)  325.86   (m)         1069.1    (f) RESET       3  
 MK1820
 MK1820.Superseded values are not recommended for survey control.
 MK1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1820.See file dsdata.txt to determine how the superseded data were derived.
 MK1820
 MK1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL483947(NAD 83)
 MK1820_MARKER: DB = BENCH MARK DISK
 MK1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1820_STAMPING: P 234 RESET 1976
 MK1820_PROJECTION: FLUSH
 MK1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1820+STABILITY: SURFACE MOTION
 MK1820
 MK1820  HISTORY     - Date     Condition        Report By
 MK1820  HISTORY     - 1976     MONUMENTED       RBNF
 MK1820
 MK1820                          STATION DESCRIPTION
 MK1820
 MK1820'DESCRIBED BY RESEARCHED BUT NOT FOUND 1976
 MK1820'0.8 MI NORTH FROM FORT CALHOUN.
 MK1820'0.8 MILE NORTH ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE IN CALHOUN,
 MK1820'4 FEET NORTH OF A CORNER FENCE POST, AND 640 FEET EAST OF THE
 MK1820'CENTERLINE OF HIGHWAY.
 MK1820'THE MARK IS 0.8 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0207 ***********************************************************************
 NM0207  DESIGNATION -  P 235 RESET
 NM0207  PID         -  NM0207
 NM0207  STATE/COUNTY-  NE/DAKOTA
 NM0207  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0207
 NM0207                         *CURRENT SURVEY CONTROL
 NM0207  ___________________________________________________________________
 NM0207* NAD 83(1986)-  42 27 05.     (N)    096 24 50.     (W)     SCALED    
 NM0207* NAVD 88     -       335.63   (meters)    1101.1    (feet)  RESET     
 NM0207  ___________________________________________________________________
 NM0207  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 NM0207
 NM0207  VERT ORDER  -  THIRD
 NM0207
 NM0207.The horizontal coordinates were scaled from a topographic map and have
 NM0207.an estimated accuracy of +/- 6 seconds.
 NM0207
 NM0207.The orthometric height was computed from unverified reset data.
 NM0207
 NM0207.The geoid height was determined by GEOID03.
 NM0207
 NM0207;                    North         East    Units  Estimated Accuracy
 NM0207;SPC NE       -   296,800.      794,860.      MT  (+/- 180 meters Scaled)
 NM0207
 NM0207                          SUPERSEDED SURVEY CONTROL
 NM0207
 NM0207.No superseded survey control is available for this station.
 NM0207
 NM0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN126031(NAD 83)
 NM0207_MARKER: DB = BENCH MARK DISK
 NM0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0207_STAMPING: P 235 RESET 1951
 NM0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0207+STABILITY: SURFACE MOTION
 NM0207
 NM0207  HISTORY     - Date     Condition        Report By
 NM0207  HISTORY     - 1951     MONUMENTED       LOCENG
 NM0207
 NM0207                          STATION DESCRIPTION
 NM0207
 NM0207'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 NM0207'1.2 MI S FROM SOUTH SIOUX CITY.
 NM0207'AT SOUTH SIOUX CITY, DAKOTA COUNTY, 1.2 MILES SOUTH ALONG U.S.
 NM0207'HIGHWAY 73 AND 77 FROM THE POST OFFICE, 89.58 FEET SOUTH OF THE
 NM0207'NORTH QUARTER CORNER OF SEC. 33, T 29 N, R 9 E, AT THE INTERSECTION
 NM0207'OF AN EAST-AND-WEST DIRT ROAD, 65 FEET SOUTHEAST OF A 72-INCH
 NM0207'COTTONWOOD TREE, NORTHEAST OF A SMALL WHITE HOUSE, AND 40 FEET
 NM0207'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 NM0207'P 235 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0696 ***********************************************************************
 NM0696  DESIGNATION -  P 236
 NM0696  PID         -  NM0696
 NM0696  STATE/COUNTY-  NE/DAKOTA
 NM0696  USGS QUAD   -  JACKSON (1993)
 NM0696
 NM0696                         *CURRENT SURVEY CONTROL
 NM0696  ___________________________________________________________________
 NM0696* NAD 83(1986)-  42 22 48.     (N)    096 35 24.     (W)     SCALED    
 NM0696* NAVD 88     -       354.309  (meters)    1162.43   (feet)  ADJUSTED  
 NM0696  ___________________________________________________________________
 NM0696  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 NM0696  DYNAMIC HT  -         354.192 (meters)    1162.04  (feet)  COMP
 NM0696  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 NM0696
 NM0696  VERT ORDER  -  SECOND    CLASS 0
 NM0696
 NM0696.The horizontal coordinates were scaled from a topographic map and have
 NM0696.an estimated accuracy of +/- 6 seconds.
 NM0696
 NM0696.The orthometric height was determined by differential leveling
 NM0696.and adjusted by the National Geodetic Survey in June 1991..
 NM0696
 NM0696.The geoid height was determined by GEOID03.
 NM0696
 NM0696.The dynamic height is computed by dividing the NAVD 88
 NM0696.geopotential number by the normal gravity value computed on the
 NM0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0696.degrees latitude (g = 980.6199 gals.).
 NM0696
 NM0696.The modeled gravity was interpolated from observed gravity values.
 NM0696
 NM0696;                    North         East    Units  Estimated Accuracy
 NM0696;SPC NE       -   288,290.      780,700.      MT  (+/- 180 meters Scaled)
 NM0696
 NM0696                          SUPERSEDED SURVEY CONTROL
 NM0696
 NM0696  NGVD 29 (??/??/92)  354.143  (m)         1161.88   (f) ADJ UNCH    2 0
 NM0696
 NM0696.Superseded values are not recommended for survey control.
 NM0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0696.See file dsdata.txt to determine how the superseded data were derived.
 NM0696
 NM0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM984947(NAD 83)
 NM0696_MARKER: DB = BENCH MARK DISK
 NM0696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0696_SP_SET: BRIDGE
 NM0696_STAMPING: P 236 1947
 NM0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0696
 NM0696  HISTORY     - Date     Condition        Report By
 NM0696  HISTORY     - 1947     MONUMENTED       CGS
 NM0696  HISTORY     - 1966     MARK NOT FOUND   USGS
 NM0696
 NM0696                          STATION DESCRIPTION
 NM0696
 NM0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0696'0.4 MI S FROM HUBBARD.
 NM0696'TO REACH FROM THE POST OFFICE AT HUBBARD GO SOUTH 0.4 MILE
 NM0696'ALONG A GRAVELED ROAD TO SITE OF MARK.  BENCH MARK IS 10.0 FEET
 NM0696'WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, ON
 NM0696'TOP OF THE CENTER OF THE NORTHWEST CONCRETE WINGWALL OF A STEEL
 NM0696'BRIDGE AND SET IN A DRILL HOLE.
 NM0696
 NM0696                          STATION RECOVERY (1966)
 NM0696
 NM0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0647 ***********************************************************************
 NM0647  DESIGNATION -  P 237
 NM0647  PID         -  NM0647
 NM0647  STATE/COUNTY-  NE/DAKOTA
 NM0647  USGS QUAD   -  EMERSON SE (1967)
 NM0647
 NM0647                         *CURRENT SURVEY CONTROL
 NM0647  ___________________________________________________________________
 NM0647* NAD 83(1986)-  42 20 11.     (N)    096 37 30.     (W)     SCALED    
 NM0647* NAVD 88     -       383.696  (meters)    1258.84   (feet)  ADJUSTED  
 NM0647  ___________________________________________________________________
 NM0647  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 NM0647  DYNAMIC HT  -         383.568 (meters)    1258.42  (feet)  COMP
 NM0647  MODELED GRAV-     980,274.6   (mgal)                       NAVD 88
 NM0647
 NM0647  VERT ORDER  -  FIRST     CLASS II
 NM0647
 NM0647.The horizontal coordinates were scaled from a topographic map and have
 NM0647.an estimated accuracy of +/- 6 seconds.
 NM0647
 NM0647.The orthometric height was determined by differential leveling
 NM0647.and adjusted by the National Geodetic Survey in June 1991..
 NM0647
 NM0647.The geoid height was determined by GEOID03.
 NM0647
 NM0647.The dynamic height is computed by dividing the NAVD 88
 NM0647.geopotential number by the normal gravity value computed on the
 NM0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0647.degrees latitude (g = 980.6199 gals.).
 NM0647
 NM0647.The modeled gravity was interpolated from observed gravity values.
 NM0647
 NM0647;                    North         East    Units  Estimated Accuracy
 NM0647;SPC NE       -   283,340.      778,010.      MT  (+/- 180 meters Scaled)
 NM0647
 NM0647                          SUPERSEDED SURVEY CONTROL
 NM0647
 NM0647  NGVD 29 (??/??/92)  383.527  (m)         1258.29   (f) ADJ UNCH    1 2
 NM0647
 NM0647.Superseded values are not recommended for survey control.
 NM0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0647.See file dsdata.txt to determine how the superseded data were derived.
 NM0647
 NM0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM956898(NAD 83)
 NM0647_MARKER: DB = BENCH MARK DISK
 NM0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0647_STAMPING: P 237 1947
 NM0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0647+STABILITY: SURFACE MOTION
 NM0647
 NM0647  HISTORY     - Date     Condition        Report By
 NM0647  HISTORY     - 1947     MONUMENTED       CGS
 NM0647  HISTORY     - 1947     GOOD             NGS
 NM0647
 NM0647                          STATION DESCRIPTION
 NM0647
 NM0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0647'3.1 MI NE FROM NACORA.
 NM0647'3.1 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS,
 NM0647'AND OMAHA RAILROAD FROM THE STATION AT NACORA, 56.3 FEET SOUTH
 NM0647'OF MILEPOST 20-20, 44.8 FEET EAST OF THE EAST RAIL, 6.0 FEET
 NM0647'SOUTH OF A FENCE CORNER POST, 2.0 FEET WEST OF A WIRE FENCE,
 NM0647'2.0 FEET NORTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP
 NM0647'OF A CONCRETE POST.
 NM0647
 NM0647                          STATION RECOVERY (1947)
 NM0647
 NM0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 NM0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0717 ***********************************************************************
 NM0717  DESIGNATION -  P 238
 NM0717  PID         -  NM0717
 NM0717  STATE/COUNTY-  NE/THURSTON
 NM0717  USGS QUAD   -  PENDER NE (1966)
 NM0717
 NM0717                         *CURRENT SURVEY CONTROL
 NM0717  ___________________________________________________________________
 NM0717* NAD 83(1986)-  42 09 05.     (N)    096 30 39.     (W)     SCALED    
 NM0717* NAVD 88     -       431.542  (meters)    1415.82   (feet)  ADJUSTED  
 NM0717  ___________________________________________________________________
 NM0717  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 NM0717  DYNAMIC HT  -         431.390 (meters)    1415.32  (feet)  COMP
 NM0717  MODELED GRAV-     980,256.6   (mgal)                       NAVD 88
 NM0717
 NM0717  VERT ORDER  -  SECOND    CLASS 0
 NM0717
 NM0717.The horizontal coordinates were scaled from a topographic map and have
 NM0717.an estimated accuracy of +/- 6 seconds.
 NM0717
 NM0717.The orthometric height was determined by differential leveling
 NM0717.and adjusted by the National Geodetic Survey in June 1991..
 NM0717
 NM0717.The geoid height was determined by GEOID03.
 NM0717
 NM0717.The dynamic height is computed by dividing the NAVD 88
 NM0717.geopotential number by the normal gravity value computed on the
 NM0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0717.degrees latitude (g = 980.6199 gals.).
 NM0717
 NM0717.The modeled gravity was interpolated from observed gravity values.
 NM0717
 NM0717;                    North         East    Units  Estimated Accuracy
 NM0717;SPC NE       -   263,190.      788,240.      MT  (+/- 180 meters Scaled)
 NM0717
 NM0717                          SUPERSEDED SURVEY CONTROL
 NM0717
 NM0717  NGVD 29 (??/??/92)  431.388  (m)         1415.31   (f) ADJ UNCH    2 0
 NM0717
 NM0717.Superseded values are not recommended for survey control.
 NM0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0717.See file dsdata.txt to determine how the superseded data were derived.
 NM0717
 NM0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM056695(NAD 83)
 NM0717_MARKER: DB = BENCH MARK DISK
 NM0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0717_STAMPING: P 238 1947
 NM0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0717+STABILITY: SURFACE MOTION
 NM0717
 NM0717  HISTORY     - Date     Condition        Report By
 NM0717  HISTORY     - 1947     MONUMENTED       CGS
 NM0717  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0717
 NM0717                          STATION DESCRIPTION
 NM0717
 NM0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0717'1.4 MI W FROM WALTHILL.
 NM0717'0.3 MILE WEST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 NM0717'WALTHILL TO A STREET INTERSECTION, THENCE NORTH 0.3 MILE TO A
 NM0717'DIRT T-ROAD, THENCE 0.8 MILE TO A DIRT T-ROAD, 46.5 FEET EAST
 NM0717'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 26.1 FEET NORTH OF
 NM0717'THE EAST-WEST ROAD, 17.1 FEET EAST OF A POWER POLE, 11.6 FEET
 NM0717'EAST OF A FENCE CORNER POST, 1.0 FOOT SOUTH OF A BARBED WIRE
 NM0717'FENCE, 2.0 FEET WEST OF A 4 X 4 MARKER POST, SET IN THE TOP
 NM0717'OF A CONCRETE POST.
 NM0717
 NM0717                          STATION RECOVERY (1966)
 NM0717
 NM0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0433 ***********************************************************************
 NM0433  DESIGNATION -  P 239
 NM0433  PID         -  NM0433
 NM0433  STATE/COUNTY-  NE/THURSTON
 NM0433  USGS QUAD   -  HOMER (1976)
 NM0433
 NM0433                         *CURRENT SURVEY CONTROL
 NM0433  ___________________________________________________________________
 NM0433* NAD 83(1986)-  42 15 47.     (N)    096 25 38.     (W)     SCALED    
 NM0433* NAVD 88     -       440.261  (meters)    1444.42   (feet)  ADJUSTED  
 NM0433  ___________________________________________________________________
 NM0433  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 NM0433  DYNAMIC HT  -         440.117 (meters)    1443.95  (feet)  COMP
 NM0433  MODELED GRAV-     980,279.9   (mgal)                       NAVD 88
 NM0433
 NM0433  VERT ORDER  -  SECOND    CLASS 0
 NM0433
 NM0433.The horizontal coordinates were scaled from a topographic map and have
 NM0433.an estimated accuracy of +/- 6 seconds.
 NM0433
 NM0433.The orthometric height was determined by differential leveling
 NM0433.and adjusted by the National Geodetic Survey in June 1991..
 NM0433
 NM0433.The geoid height was determined by GEOID03.
 NM0433
 NM0433.The dynamic height is computed by dividing the NAVD 88
 NM0433.geopotential number by the normal gravity value computed on the
 NM0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0433.degrees latitude (g = 980.6199 gals.).
 NM0433
 NM0433.The modeled gravity was interpolated from observed gravity values.
 NM0433
 NM0433;                    North         East    Units  Estimated Accuracy
 NM0433;SPC NE       -   275,860.      794,630.      MT  (+/- 180 meters Scaled)
 NM0433
 NM0433                          SUPERSEDED SURVEY CONTROL
 NM0433
 NM0433  NGVD 29 (??/??/92)  440.107  (m)         1443.92   (f) ADJ UNCH    2 0
 NM0433
 NM0433.Superseded values are not recommended for survey control.
 NM0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0433.See file dsdata.txt to determine how the superseded data were derived.
 NM0433
 NM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM121821(NAD 83)
 NM0433_MARKER: DB = BENCH MARK DISK
 NM0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0433_STAMPING: P 239 1947
 NM0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0433+STABILITY: SURFACE MOTION
 NM0433
 NM0433  HISTORY     - Date     Condition        Report By
 NM0433  HISTORY     - 1947     MONUMENTED       CGS
 NM0433
 NM0433                          STATION DESCRIPTION
 NM0433
 NM0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0433'4.8 MI NE FROM WINNEBAGO.
 NM0433'2.6 MILES EAST ALONG A DIRT ROAD FROM THE HOSPITAL AT WINNEBAGO,
 NM0433'THENCE NORTH 2.2 MILES, 1.1 MILES SOUTH OF BENCH MARK N 239,
 NM0433'300.0 FEET NORTH OF THE CREST OF A LONG HILL, 63.3 FEET EAST OF
 NM0433'THE CENTER OF THE ROAD, 23.0 FEET EAST OF A FENCE CORNER POST,
 NM0433'1.0 FOOT SOUTH OF A BARBED WIRE FENCE, 2.0 FEET WEST OF A
 NM0433'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0433'PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0709 ***********************************************************************
 LH0709  DESIGNATION -  P 24
 LH0709  PID         -  LH0709
 LH0709  STATE/COUNTY-  NE/GOSPER
 LH0709  USGS QUAD   -  ARAPAHOE NW (1971)
 LH0709
 LH0709                         *CURRENT SURVEY CONTROL
 LH0709  ___________________________________________________________________
 LH0709* NAD 83(1986)-  40 29 44.     (N)    099 53 15.     (W)     SCALED    
 LH0709* NAVD 88     -       753.736  (meters)    2472.88   (feet)  ADJUSTED  
 LH0709  ___________________________________________________________________
 LH0709  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 LH0709  DYNAMIC HT  -         753.253 (meters)    2471.30  (feet)  COMP
 LH0709  MODELED GRAV-     979,960.2   (mgal)                       NAVD 88
 LH0709
 LH0709  VERT ORDER  -  FIRST     CLASS II
 LH0709
 LH0709.The horizontal coordinates were scaled from a topographic map and have
 LH0709.an estimated accuracy of +/- 6 seconds.
 LH0709
 LH0709.The orthometric height was determined by differential leveling
 LH0709.and adjusted by the National Geodetic Survey in June 1991..
 LH0709
 LH0709.The geoid height was determined by GEOID03.
 LH0709
 LH0709.The dynamic height is computed by dividing the NAVD 88
 LH0709.geopotential number by the normal gravity value computed on the
 LH0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0709.degrees latitude (g = 980.6199 gals.).
 LH0709
 LH0709.The modeled gravity was interpolated from observed gravity values.
 LH0709
 LH0709;                    North         East    Units  Estimated Accuracy
 LH0709;SPC NE       -    73,530.      509,540.      MT  (+/- 180 meters Scaled)
 LH0709
 LH0709                          SUPERSEDED SURVEY CONTROL
 LH0709
 LH0709  NGVD 29 (??/??/92)  753.442  (m)         2471.92   (f) ADJ UNCH    1 2
 LH0709
 LH0709.Superseded values are not recommended for survey control.
 LH0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0709.See file dsdata.txt to determine how the superseded data were derived.
 LH0709
 LH0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK247831(NAD 83)
 LH0709_MARKER: DB = BENCH MARK DISK
 LH0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0709_STAMPING: P 24 1933
 LH0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0709+STABILITY: SURFACE MOTION
 LH0709
 LH0709  HISTORY     - Date     Condition        Report By
 LH0709  HISTORY     - 1933     MONUMENTED       NEDR
 LH0709  HISTORY     - 1941     GOOD             NGS
 LH0709  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0709
 LH0709                          STATION DESCRIPTION
 LH0709
 LH0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LH0709'7.4 MI S FROM ELWOOD.
 LH0709'7.4 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 LH0709'AT ELWOOD, 41 FEET SOUTH OF THE CENTERLINE OF A SECTION-ROAD
 LH0709'LEADING WEST, 10 FEET SOUTH OF A CORNER FENCE POST, 2 FEET EAST
 LH0709'OF A FENCE, AND 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 LH0709'A STANDARD DISK, STAMPED P 24 1933 AND SET IN THE TOP OF A
 LH0709'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LH0709
 LH0709                          STATION RECOVERY (1986)
 LH0709
 LH0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0709'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0710 ***********************************************************************
 LH0710  DESIGNATION -  P 24 RESET
 LH0710  PID         -  LH0710
 LH0710  STATE/COUNTY-  NE/GOSPER
 LH0710  USGS QUAD   -  ARAPAHOE NW (1971)
 LH0710
 LH0710                         *CURRENT SURVEY CONTROL
 LH0710  ___________________________________________________________________
 LH0710* NAD 83(1986)-  40 29 44.     (N)    099 53 15.     (W)     SCALED    
 LH0710* NAVD 88     -       752.117  (meters)    2467.57   (feet)  ADJUSTED  
 LH0710  ___________________________________________________________________
 LH0710  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 LH0710  DYNAMIC HT  -         751.636 (meters)    2465.99  (feet)  COMP
 LH0710  MODELED GRAV-     979,960.2   (mgal)                       NAVD 88
 LH0710
 LH0710  VERT ORDER  -  FIRST     CLASS II
 LH0710
 LH0710.The horizontal coordinates were scaled from a topographic map and have
 LH0710.an estimated accuracy of +/- 6 seconds.
 LH0710
 LH0710.The orthometric height was determined by differential leveling
 LH0710.and adjusted by the National Geodetic Survey in June 1991..
 LH0710
 LH0710.The geoid height was determined by GEOID03.
 LH0710
 LH0710.The dynamic height is computed by dividing the NAVD 88
 LH0710.geopotential number by the normal gravity value computed on the
 LH0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0710.degrees latitude (g = 980.6199 gals.).
 LH0710
 LH0710.The modeled gravity was interpolated from observed gravity values.
 LH0710
 LH0710;                    North         East    Units  Estimated Accuracy
 LH0710;SPC NE       -    73,530.      509,540.      MT  (+/- 180 meters Scaled)
 LH0710
 LH0710                          SUPERSEDED SURVEY CONTROL
 LH0710
 LH0710  NGVD 29 (02/14/92)  751.812  (m)         2466.57   (f) ADJUSTED    1 2
 LH0710
 LH0710.Superseded values are not recommended for survey control.
 LH0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0710.See file dsdata.txt to determine how the superseded data were derived.
 LH0710
 LH0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK247831(NAD 83)
 LH0710_MARKER: DB = BENCH MARK DISK
 LH0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0710_SP_SET: CONCRETE POST
 LH0710_STAMPING: P 24 RESET 1961
 LH0710_MARK LOGO: CGS   
 LH0710_PROJECTION: PROJECTING 5 CENTIMETERS
 LH0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0710+STABILITY: SURFACE MOTION
 LH0710
 LH0710  HISTORY     - Date     Condition        Report By
 LH0710  HISTORY     - 1961     MONUMENTED       NEDR
 LH0710  HISTORY     - 1986     GOOD             NGS
 LH0710
 LH0710                          STATION DESCRIPTION
 LH0710
 LH0710'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LH0710'6.8 MI S FROM ELWOOD.
 LH0710'THIS BENCH MARK IS LOCATED ABOUT 6.8 MILES SOUTH ALONG STATE
 LH0710'HIGHWAY 21 FROM THE COUNTY COURTHOUSE AT ELWOOD, 175 FEET SOUTH
 LH0710'OF A CONCRETE CULVERT, 100 FEET SOUTH OF THE CENTERLINE OF A
 LH0710'SECTION ROAD LEADING WEST, 216 FEET WEST OF THE CENTERLINE OF
 LH0710'THE HIGHWAY, 1 FOOT WEST OF A NORTH-SOUTH FENCELINE, AND SET
 LH0710'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 LH0710'THE GROUND.
 LH0710
 LH0710                          STATION RECOVERY (1986)
 LH0710
 LH0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0710'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.9 KM (6.8
 LH0710'MI) SOUTH ALONG US HIGHWAY 283 FROM THE COUNTY COURTHOUSE AT ELWOOD,
 LH0710'IN THE SOUTHWEST CORNER OF THE T JUNCTION OF STATE HIGHWAY 18, 0.4 KM
 LH0710'(0.25 MI) NORTH OF MILEPOST 34, 62.8 METERS (216 FT) WEST OF THE US
 LH0710'HIGHWAY CENTERLINE, 30.5 METERS (100 FT) SOUTH OF THE STATE HIGHWAY
 LH0710'CENTERLINE, 8.2 METERS (27 FT) SOUTH OF A FENCE CORNER AND 0.3 METER
 LH0710'(1 FT) WEST OF A BARB WIRE FENCE.
 LH0710'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 LH0710'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0498 ***********************************************************************
 MK0498  DESIGNATION -  P 242
 MK0498  PID         -  MK0498
 MK0498  STATE/COUNTY-  NE/WASHINGTON
 MK0498  USGS QUAD   -  ARLINGTON (1968)
 MK0498
 MK0498                         *CURRENT SURVEY CONTROL
 MK0498  ___________________________________________________________________
 MK0498* NAD 83(1986)-  41 27 07.     (N)    096 17 51.     (W)     SCALED    
 MK0498* NAVD 88     -       380.589  (meters)    1248.65   (feet)  ADJUSTED  
 MK0498  ___________________________________________________________________
 MK0498  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 MK0498  DYNAMIC HT  -         380.410 (meters)    1248.06  (feet)  COMP
 MK0498  MODELED GRAV-     980,143.7   (mgal)                       NAVD 88
 MK0498
 MK0498  VERT ORDER  -  SECOND    CLASS 0
 MK0498
 MK0498.The horizontal coordinates were scaled from a topographic map and have
 MK0498.an estimated accuracy of +/- 6 seconds.
 MK0498
 MK0498.The orthometric height was determined by differential leveling
 MK0498.and adjusted by the National Geodetic Survey in June 1991..
 MK0498
 MK0498.The geoid height was determined by GEOID03.
 MK0498
 MK0498.The dynamic height is computed by dividing the NAVD 88
 MK0498.geopotential number by the normal gravity value computed on the
 MK0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0498.degrees latitude (g = 980.6199 gals.).
 MK0498
 MK0498.The modeled gravity was interpolated from observed gravity values.
 MK0498
 MK0498;                    North         East    Units  Estimated Accuracy
 MK0498;SPC NE       -   186,330.      809,170.      MT  (+/- 180 meters Scaled)
 MK0498
 MK0498                          SUPERSEDED SURVEY CONTROL
 MK0498
 MK0498  NGVD 29 (??/??/92)  380.439  (m)         1248.16   (f) ADJ UNCH    2 0
 MK0498
 MK0498.Superseded values are not recommended for survey control.
 MK0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0498.See file dsdata.txt to determine how the superseded data were derived.
 MK0498
 MK0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL257924(NAD 83)
 MK0498_MARKER: DB = BENCH MARK DISK
 MK0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0498_STAMPING: P 242 1947
 MK0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0498+STABILITY: SURFACE MOTION
 MK0498
 MK0498  HISTORY     - Date     Condition        Report By
 MK0498  HISTORY     - 1947     MONUMENTED       CGS
 MK0498
 MK0498                          STATION DESCRIPTION
 MK0498
 MK0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0498'2.8 MI E FROM ARLINGTON.
 MK0498'2.85 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0498'FROM THE STATION AT ARLINGTON, 0.2 MILE EAST OF A WOODEN OVERPASS
 MK0498'OVER THE TRACK, 0.1 MILE EAST OF A STONE CULVERT UNDER THE
 MK0498'TRACK, 49.3 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 30,
 MK0498'40.0 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 5.5 FEET WEST
 MK0498'OF A POWER LINE POLE, 1.5 FEET EAST OF A REFERENCE POST, SET
 MK0498'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY,
 MK0498'ABOUT 4 FEET BELOW THE TRACK AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0649 ***********************************************************************
 MK0649  DESIGNATION -  P 243
 MK0649  PID         -  MK0649
 MK0649  STATE/COUNTY-  NE/DOUGLAS
 MK0649  USGS QUAD   -  IRVINGTON (1984)
 MK0649
 MK0649                         *CURRENT SURVEY CONTROL
 MK0649  ___________________________________________________________________
 MK0649* NAD 83(1986)-  41 19 48.     (N)    096 04 05.     (W)     SCALED    
 MK0649* NAVD 88     -       341.651  (meters)    1120.90   (feet)  ADJUSTED  
 MK0649  ___________________________________________________________________
 MK0649  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MK0649  DYNAMIC HT  -         341.497 (meters)    1120.39  (feet)  COMP
 MK0649  MODELED GRAV-     980,165.9   (mgal)                       NAVD 88
 MK0649
 MK0649  VERT ORDER  -  SECOND    CLASS 0
 MK0649
 MK0649.The horizontal coordinates were scaled from a topographic map and have
 MK0649.an estimated accuracy of +/- 6 seconds.
 MK0649
 MK0649.The orthometric height was determined by differential leveling
 MK0649.and adjusted by the National Geodetic Survey in June 1991..
 MK0649
 MK0649.The geoid height was determined by GEOID03.
 MK0649
 MK0649.The dynamic height is computed by dividing the NAVD 88
 MK0649.geopotential number by the normal gravity value computed on the
 MK0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0649.degrees latitude (g = 980.6199 gals.).
 MK0649
 MK0649.The modeled gravity was interpolated from observed gravity values.
 MK0649
 MK0649;                    North         East    Units  Estimated Accuracy
 MK0649;SPC NE       -   173,650.      828,940.      MT  (+/- 180 meters Scaled)
 MK0649
 MK0649                          SUPERSEDED SURVEY CONTROL
 MK0649
 MK0649  NGVD 29 (??/??/92)  341.534  (m)         1120.52   (f) ADJ UNCH    2 0
 MK0649
 MK0649.Superseded values are not recommended for survey control.
 MK0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0649.See file dsdata.txt to determine how the superseded data were derived.
 MK0649
 MK0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL453795(NAD 83)
 MK0649_MARKER: DB = BENCH MARK DISK
 MK0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0649_STAMPING: P 243 1947
 MK0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0649+STABILITY: SURFACE MOTION
 MK0649
 MK0649  HISTORY     - Date     Condition        Report By
 MK0649  HISTORY     - 1947     MONUMENTED       CGS
 MK0649  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0649
 MK0649                          STATION DESCRIPTION
 MK0649
 MK0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0649'1.1 MI NW FROM IRVINGTON AREA.
 MK0649'1.1 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 MK0649'IRVINGTON, ON THE SOUTHEAST SLOPE OF A HILL, 36.5 FEET NORTHEAST
 MK0649'OF THE CENTER OF THE PAVED ROAD, 22.0 FEET SOUTHEAST OF THE
 MK0649'CENTER OF A PRIVATE DRIVE-WAY LEADING NORTHEAST TO A FARM HOUSE,
 MK0649'17.0 FEET SOUTHWEST OF A 1 1/2-FOOT WALNUT TREE, 10.7 FEET
 MK0649'SOUTHEAST OF A 15-INCH LOCUST TREE, 2.0 FEET SOUTHEAST OF A
 MK0649'REFERENCE POST, SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE
 MK0649'ROAD AND PROJECTING 0.2 FOOT.
 MK0649
 MK0649                          STATION RECOVERY (1976)
 MK0649
 MK0649'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0383 ***********************************************************************
 MK0383  DESIGNATION -  P 244
 MK0383  PID         -  MK0383
 MK0383  STATE/COUNTY-  NE/WASHINGTON
 MK0383  USGS QUAD   -  HERMAN (1970)
 MK0383
 MK0383                         *CURRENT SURVEY CONTROL
 MK0383  ___________________________________________________________________
 MK0383* NAD 83(1986)-  41 39 41.     (N)    096 11 34.     (W)     SCALED    
 MK0383* NAVD 88     -       310.937  (meters)    1020.13   (feet)  ADJUSTED  
 MK0383  ___________________________________________________________________
 MK0383  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 MK0383  DYNAMIC HT  -         310.805 (meters)    1019.70  (feet)  COMP
 MK0383  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 MK0383
 MK0383  VERT ORDER  -  SECOND    CLASS 0
 MK0383
 MK0383.The horizontal coordinates were scaled from a topographic map and have
 MK0383.an estimated accuracy of +/- 6 seconds.
 MK0383
 MK0383.The orthometric height was determined by differential leveling
 MK0383.and adjusted by the National Geodetic Survey in June 1991..
 MK0383
 MK0383.The geoid height was determined by GEOID03.
 MK0383
 MK0383.The dynamic height is computed by dividing the NAVD 88
 MK0383.geopotential number by the normal gravity value computed on the
 MK0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0383.degrees latitude (g = 980.6199 gals.).
 MK0383
 MK0383.The modeled gravity was interpolated from observed gravity values.
 MK0383
 MK0383;                    North         East    Units  Estimated Accuracy
 MK0383;SPC NE       -   209,940.      816,890.      MT  (+/- 180 meters Scaled)
 MK0383
 MK0383                          SUPERSEDED SURVEY CONTROL
 MK0383
 MK0383  NGVD 29 (??/??/92)  310.795  (m)         1019.67   (f) ADJ UNCH    2 0
 MK0383
 MK0383.Superseded values are not recommended for survey control.
 MK0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0383.See file dsdata.txt to determine how the superseded data were derived.
 MK0383
 MK0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM337159(NAD 83)
 MK0383_MARKER: DB = BENCH MARK DISK
 MK0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0383_STAMPING: P 244 1947
 MK0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0383+STABILITY: SURFACE MOTION
 MK0383
 MK0383  HISTORY     - Date     Condition        Report By
 MK0383  HISTORY     - 1947     MONUMENTED       CGS
 MK0383  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0383
 MK0383                          STATION DESCRIPTION
 MK0383
 MK0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0383'1.6 MI SE FROM HERMAN.
 MK0383'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0383'AT HERMAN, THENCE 0.7 MILE EAST ALONG A GRAVEL ROAD, 67.0 FEET
 MK0383'EAST OF A NORTH-SOUTH SECTION LINE FENCE, 32.0 FEET NORTH OF
 MK0383'THE CENTER OF THE ROAD, 33.0 FEET SOUTHEAST OF ONE 4-FOOT MAPLE
 MK0383'TREE (THE MOST WESTERLY TREE OF THREE LARGE MAPLE TREES) AND
 MK0383'22.5 FEET SOUTH SOUTHEAST OF ANOTHER 4-FOOT MAPLE TREE (THE
 MK0383'MOST EASTERLY TREE OF THE THREE LARGE MAPLE TREES), 6.0 FEET
 MK0383'WEST OF A POWER LINE POLE, 1.5 FOOT NORTH OF THE NORTH RIGHT
 MK0383'OF WAY FENCE, 1.5 FOOT EAST OF A REFERENCE POST, SET IN A
 MK0383'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 MK0383'0.1 FOOT.
 MK0383
 MK0383                          STATION RECOVERY (1965)
 MK0383
 MK0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0577 ***********************************************************************
 NM0577  DESIGNATION -  P 246
 NM0577  PID         -  NM0577
 NM0577  STATE/COUNTY-  NE/CUMING
 NM0577  USGS QUAD   -  BANCROFT (1966)
 NM0577
 NM0577                         *CURRENT SURVEY CONTROL
 NM0577  ___________________________________________________________________
 NM0577* NAD 83(1986)-  42 01 13.     (N)    096 34 49.     (W)     SCALED    
 NM0577* NAVD 88     -       394.892  (meters)    1295.57   (feet)  ADJUSTED  
 NM0577  ___________________________________________________________________
 NM0577  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 NM0577  DYNAMIC HT  -         394.749 (meters)    1295.11  (feet)  COMP
 NM0577  MODELED GRAV-     980,247.8   (mgal)                       NAVD 88
 NM0577
 NM0577  VERT ORDER  -  SECOND    CLASS 0
 NM0577
 NM0577.The horizontal coordinates were scaled from a topographic map and have
 NM0577.an estimated accuracy of +/- 6 seconds.
 NM0577
 NM0577.The orthometric height was determined by differential leveling
 NM0577.and adjusted by the National Geodetic Survey in June 1991..
 NM0577
 NM0577.The geoid height was determined by GEOID03.
 NM0577
 NM0577.The dynamic height is computed by dividing the NAVD 88
 NM0577.geopotential number by the normal gravity value computed on the
 NM0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0577.degrees latitude (g = 980.6199 gals.).
 NM0577
 NM0577.The modeled gravity was interpolated from observed gravity values.
 NM0577
 NM0577;                    North         East    Units  Estimated Accuracy
 NM0577;SPC NE       -   248,410.      783,080.      MT  (+/- 180 meters Scaled)
 NM0577
 NM0577                          SUPERSEDED SURVEY CONTROL
 NM0577
 NM0577  NGVD 29 (??/??/92)  394.735  (m)         1295.06   (f) ADJ UNCH    2 0
 NM0577
 NM0577.Superseded values are not recommended for survey control.
 NM0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0577.See file dsdata.txt to determine how the superseded data were derived.
 NM0577
 NM0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM003548(NAD 83)
 NM0577_MARKER: DB = BENCH MARK DISK
 NM0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0577_SP_SET: CULVERT
 NM0577_STAMPING: P 246 1947
 NM0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0577
 NM0577  HISTORY     - Date     Condition        Report By
 NM0577  HISTORY     - 1947     MONUMENTED       CGS
 NM0577
 NM0577                          STATION DESCRIPTION
 NM0577
 NM0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0577'0.6 MI NW FROM BANCROFT.
 NM0577'0.55 MILE NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNESOTA
 NM0577'AND OMAHA RAILWAY OR STATE HIGHWAY NO. 16 FROM THE STATION
 NM0577'AT BANCROFT, 2 POLES SOUTHEAST OF TELEPHONE POLE NO. 50/25, 65.2
 NM0577'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 16.5 FEET
 NM0577'SOUTHWEST OF THE CENTER OF THE HIGHWAY, SET IN TOP OF THE
 NM0577'SOUTHEAST END OF THE SOUTHWEST HEAD-WALL OF A 5 X 18-FOOT DOUBLE
 NM0577'PASSAGE CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 3 FEET BELOW THE
 NM0577'TRACK AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0439 ***********************************************************************
 MK0439  DESIGNATION -  P 247
 MK0439  PID         -  MK0439
 MK0439  STATE/COUNTY-  NE/WASHINGTON
 MK0439  USGS QUAD   -  NICKERSON (1966)
 MK0439
 MK0439                         *CURRENT SURVEY CONTROL
 MK0439  ___________________________________________________________________
 MK0439* NAD 83(1986)-  41 32 27.     (N)    096 26 16.     (W)     SCALED    
 MK0439* NAVD 88     -       368.764  (meters)    1209.85   (feet)  ADJUSTED  
 MK0439  ___________________________________________________________________
 MK0439  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 MK0439  DYNAMIC HT  -         368.604 (meters)    1209.33  (feet)  COMP
 MK0439  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 MK0439
 MK0439  VERT ORDER  -  SECOND    CLASS 0
 MK0439
 MK0439.The horizontal coordinates were scaled from a topographic map and have
 MK0439.an estimated accuracy of +/- 6 seconds.
 MK0439
 MK0439.The orthometric height was determined by differential leveling
 MK0439.and adjusted by the National Geodetic Survey in June 1991..
 MK0439
 MK0439.The geoid height was determined by GEOID03.
 MK0439
 MK0439.The dynamic height is computed by dividing the NAVD 88
 MK0439.geopotential number by the normal gravity value computed on the
 MK0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0439.degrees latitude (g = 980.6199 gals.).
 MK0439
 MK0439.The modeled gravity was interpolated from observed gravity values.
 MK0439
 MK0439;                    North         East    Units  Estimated Accuracy
 MK0439;SPC NE       -   195,700.      797,060.      MT  (+/- 180 meters Scaled)
 MK0439
 MK0439                          SUPERSEDED SURVEY CONTROL
 MK0439
 MK0439  NGVD 29 (??/??/92)  368.622  (m)         1209.39   (f) ADJ UNCH    2 0
 MK0439
 MK0439.Superseded values are not recommended for survey control.
 MK0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0439.See file dsdata.txt to determine how the superseded data were derived.
 MK0439
 MK0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM137019(NAD 83)
 MK0439_MARKER: DB = BENCH MARK DISK
 MK0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0439_SP_SET: CULVERT
 MK0439_STAMPING: P 247 1947
 MK0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0439
 MK0439  HISTORY     - Date     Condition        Report By
 MK0439  HISTORY     - 1947     MONUMENTED       CGS
 MK0439
 MK0439                          STATION DESCRIPTION
 MK0439
 MK0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0439'0.6 MI W FROM FONTANELLE.
 MK0439'0.15 MILE NORTH ALONG A GRAVEL ROAD AND 0.5 MILE WEST ALONG
 MK0439'STATE HIGHWAY NO. 91 FROM THE SCHOOL AT FONTANELLE, 0.3 MILE EAST
 MK0439'OF A NORTH-SOUTH CROSS ROAD, NEAR THE BOTTOM OF A LONG HILL, 17.0
 MK0439'FEET NORTH OF THE CENTER OF THE HIGHWAY, SET IN TOP OF THE WEST
 MK0439'END OF THE NORTH HEAD WALL OF AN 8 X 8-FOOT CONCRETE CULVERT UNDER
 MK0439'THE HIGHWAY, ABOUT 2 FEET BELOW THE HIGHWAY.  THIS BENCH MARK IS
 MK0439'ALSO 0.3 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0439'RAILROAD AND 1.7 MILE EAST ALONG STATE HIGHWAY NO. 91 FROM THE
 MK0439'RAILROAD STATION AT NICKERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0536 ***********************************************************************
 NM0536  DESIGNATION -  P 248 RESET
 NM0536  PID         -  NM0536
 NM0536  STATE/COUNTY-  NE/THURSTON
 NM0536  USGS QUAD   -  MACY (1966)
 NM0536
 NM0536                         *CURRENT SURVEY CONTROL
 NM0536  ___________________________________________________________________
 NM0536* NAD 83(1986)-  42 02 46.     (N)    096 20 19.     (W)     SCALED    
 NM0536* NAVD 88     -       367.243  (meters)    1204.86   (feet)  ADJUSTED  
 NM0536  ___________________________________________________________________
 NM0536  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 NM0536  DYNAMIC HT  -         367.113 (meters)    1204.44  (feet)  COMP
 NM0536  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 NM0536
 NM0536  VERT ORDER  -  SECOND    CLASS 0
 NM0536
 NM0536.The horizontal coordinates were scaled from a topographic map and have
 NM0536.an estimated accuracy of +/- 6 seconds.
 NM0536
 NM0536.The orthometric height was determined by differential leveling
 NM0536.and adjusted by the National Geodetic Survey in June 1991..
 NM0536
 NM0536.The geoid height was determined by GEOID03.
 NM0536
 NM0536.The dynamic height is computed by dividing the NAVD 88
 NM0536.geopotential number by the normal gravity value computed on the
 NM0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0536.degrees latitude (g = 980.6199 gals.).
 NM0536
 NM0536.The modeled gravity was interpolated from observed gravity values.
 NM0536
 NM0536;                    North         East    Units  Estimated Accuracy
 NM0536;SPC NE       -   252,090.      802,950.      MT  (+/- 180 meters Scaled)
 NM0536
 NM0536                          SUPERSEDED SURVEY CONTROL
 NM0536
 NM0536  NGVD 29 (??/??/92)  367.095  (m)         1204.38   (f) ADJ UNCH    2 0
 NM0536
 NM0536.Superseded values are not recommended for survey control.
 NM0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0536.See file dsdata.txt to determine how the superseded data were derived.
 NM0536
 NM0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM202583(NAD 83)
 NM0536_MARKER: DB = BENCH MARK DISK
 NM0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0536_STAMPING: P 248 1947 RESET 1947
 NM0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0536+STABILITY: SURFACE MOTION
 NM0536
 NM0536  HISTORY     - Date     Condition        Report By
 NM0536  HISTORY     - 1947     MONUMENTED       CGS
 NM0536  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0536
 NM0536                          STATION DESCRIPTION
 NM0536
 NM0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0536'9.5 MI SE FROM ROSALIE.
 NM0536'0.5 MILE SOUTH ALONG A DIRT ROAD FROM THE WATER TOWER AT ROSALIE,
 NM0536'THENCE 9.0 MILES EAST ALONG A DIRT AND GRAVELED ROAD.  BENCH
 NM0536'MARK IS AT THE INTERSECTION OF THE ROAD AND A FARM DRIVE LEADING
 NM0536'NORTH, ABOUT 40 YARDS NORTHEAST OF THE NORTHEAST CORNER OF A
 NM0536'WOODEN BRIDGE, 59.5 FEET NORTH OF AND ABOUT 3.0 FEET HIGHER
 NM0536'THAN THE CENTER LINE OF THE ROAD, 11.0 FEET EAST OF THE CENTER
 NM0536'LINE OF THE DRIVE, 7.5 FEET SOUTHEAST OF A LONE 16-INCH ELM
 NM0536'TREE, 1.0 FOOT NORTH OF A 4 IN X 4 IN MARKER POST AND SET
 NM0536'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE
 NM0536'GROUND.
 NM0536
 NM0536                          STATION RECOVERY (1965)
 NM0536
 NM0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0059 ***********************************************************************
 LH0059  DESIGNATION -  P 249
 LH0059  PID         -  LH0059
 LH0059  STATE/COUNTY-  NE/HALL
 LH0059  USGS QUAD   -  GRAND ISLAND (1993)
 LH0059
 LH0059                         *CURRENT SURVEY CONTROL
 LH0059  ___________________________________________________________________
 LH0059* NAD 83(1986)-  40 56 21.     (N)    098 19 09.     (W)     SCALED    
 LH0059* NAVD 88     -       564.299  (meters)    1851.37   (feet)  ADJUSTED  
 LH0059  ___________________________________________________________________
 LH0059  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 LH0059  DYNAMIC HT  -         564.003 (meters)    1850.40  (feet)  COMP
 LH0059  MODELED GRAV-     980,080.4   (mgal)                       NAVD 88
 LH0059
 LH0059  VERT ORDER  -  FIRST     CLASS II
 LH0059
 LH0059.This mark is at Central Nebraska Regional Airport (GRI)
 LH0059
 LH0059.The horizontal coordinates were scaled from a topographic map and have
 LH0059.an estimated accuracy of +/- 6 seconds.
 LH0059
 LH0059.The orthometric height was determined by differential leveling
 LH0059.and adjusted by the National Geodetic Survey in June 1991..
 LH0059
 LH0059.The geoid height was determined by GEOID03.
 LH0059
 LH0059.The dynamic height is computed by dividing the NAVD 88
 LH0059.geopotential number by the normal gravity value computed on the
 LH0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0059.degrees latitude (g = 980.6199 gals.).
 LH0059
 LH0059.The modeled gravity was interpolated from observed gravity values.
 LH0059
 LH0059;                    North         East    Units  Estimated Accuracy
 LH0059;SPC NE       -   124,150.      641,500.      MT  (+/- 180 meters Scaled)
 LH0059
 LH0059                          SUPERSEDED SURVEY CONTROL
 LH0059
 LH0059  NGVD 29 (??/??/92)  564.048  (m)         1850.55   (f) ADJ UNCH    1 2
 LH0059
 LH0059.Superseded values are not recommended for survey control.
 LH0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0059.See file dsdata.txt to determine how the superseded data were derived.
 LH0059
 LH0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL573322(NAD 83)
 LH0059_MARKER: DB = BENCH MARK DISK
 LH0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0059_STAMPING: P 249 1947
 LH0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0059+STABILITY: SURFACE MOTION
 LH0059
 LH0059  HISTORY     - Date     Condition        Report By
 LH0059  HISTORY     - 1947     MONUMENTED       CGS
 LH0059  HISTORY     - 1949     GOOD             NGS
 LH0059  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LH0059
 LH0059                          STATION DESCRIPTION
 LH0059
 LH0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0059'AT GRAND ISLAND.
 LH0059'AT GRAND ISLAND, AT CENTRAL AIRPORT, 118.3 FEET WEST OF
 LH0059'THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 45.0 FEET
 LH0059'EAST OF THE CENTER LINE OF A GRAVELED STREET, 36.0 FEET NORTH
 LH0059'OF THE CENTER LINE OF THE MAIN ENTRANCE TO THE AIRPORT, 21.2
 LH0059'FEET EAST OF A TELEPHONE POLE, 3.3 FEET SOUTH OF A REFERENCE
 LH0059'POST, 0.5 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 LH0059'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LH0059
 LH0059                          STATION RECOVERY (1949)
 LH0059
 LH0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 LH0059'RECOVERED IN GOOD CONDITION.
 LH0059
 LH0059                          STATION RECOVERY (1990)
 LH0059
 LH0059'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0042 ***********************************************************************
 LJ0042  DESIGNATION -  P 25
 LJ0042  PID         -  LJ0042
 LJ0042  STATE/COUNTY-  NE/RED WILLOW
 LJ0042  USGS QUAD   -  BARTLEY (1983)
 LJ0042
 LJ0042                         *CURRENT SURVEY CONTROL
 LJ0042  ___________________________________________________________________
 LJ0042* NAD 83(1986)-  40 15 33.     (N)    100 15 53.     (W)     SCALED    
 LJ0042* NAVD 88     -       703.822  (meters)    2309.12   (feet)  ADJUSTED  
 LJ0042  ___________________________________________________________________
 LJ0042  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 LJ0042  DYNAMIC HT  -         703.369 (meters)    2307.64  (feet)  COMP
 LJ0042  MODELED GRAV-     979,958.6   (mgal)                       NAVD 88
 LJ0042
 LJ0042  VERT ORDER  -  FIRST     CLASS II
 LJ0042
 LJ0042.The horizontal coordinates were scaled from a topographic map and have
 LJ0042.an estimated accuracy of +/- 6 seconds.
 LJ0042
 LJ0042.The orthometric height was determined by differential leveling
 LJ0042.and adjusted by the National Geodetic Survey in June 1991..
 LJ0042
 LJ0042.The geoid height was determined by GEOID03.
 LJ0042
 LJ0042.The dynamic height is computed by dividing the NAVD 88
 LJ0042.geopotential number by the normal gravity value computed on the
 LJ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0042.degrees latitude (g = 980.6199 gals.).
 LJ0042
 LJ0042.The modeled gravity was interpolated from observed gravity values.
 LJ0042
 LJ0042;                    North         East    Units  Estimated Accuracy
 LJ0042;SPC NE       -    47,320.      477,480.      MT  (+/- 180 meters Scaled)
 LJ0042
 LJ0042                          SUPERSEDED SURVEY CONTROL
 LJ0042
 LJ0042  NGVD 29 (??/??/92)  703.523  (m)         2308.14   (f) ADJ UNCH    1 2
 LJ0042
 LJ0042.Superseded values are not recommended for survey control.
 LJ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0042.See file dsdata.txt to determine how the superseded data were derived.
 LJ0042
 LJ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK924572(NAD 83)
 LJ0042_MARKER: DB = BENCH MARK DISK
 LJ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0042_STAMPING: 2308.142 P 25 1933
 LJ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0042+STABILITY: SURFACE MOTION
 LJ0042
 LJ0042  HISTORY     - Date     Condition        Report By
 LJ0042  HISTORY     - 1933     MONUMENTED       CGS
 LJ0042  HISTORY     - 1942     GOOD             NGS
 LJ0042
 LJ0042                          STATION DESCRIPTION
 LJ0042
 LJ0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LJ0042'2.2 MI E FROM BARTLEY.
 LJ0042'2.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0042'FROM THE STATION AT BARTLEY, REDWILLOW COUNTY, 60 FEET WEST OF
 LJ0042'MILEPOST 268, AT A FARM-ROAD CROSSING, 45 FEET SOUTH OF THE
 LJ0042'SOUTH RAIL, AND 35 FEET WEST OF THE CENTERLINE OF THE ROAD.
 LJ0042'A STANDARD DISK, STAMPED P 25 1933 AND SET IN THE TOP OF A
 LJ0042'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOW STAMPED
 LJ0042'2308.142 P 25 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0936 ***********************************************************************
 LH0936  DESIGNATION -  P 250 RESET
 LH0936  PID         -  LH0936
 LH0936  STATE/COUNTY-  NE/ADAMS
 LH0936  USGS QUAD   -  HASTINGS WEST (1983)
 LH0936
 LH0936                         *CURRENT SURVEY CONTROL
 LH0936  ___________________________________________________________________
 LH0936* NAD 83(1986)-  40 35 06.     (N)    098 25 14.     (W)     SCALED    
 LH0936* NAVD 88     -       593.72   (meters)    1947.9    (feet)  RESET     
 LH0936  ___________________________________________________________________
 LH0936  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 LH0936
 LH0936  VERT ORDER  -  THIRD
 LH0936
 LH0936.The horizontal coordinates were scaled from a topographic map and have
 LH0936.an estimated accuracy of +/- 6 seconds.
 LH0936
 LH0936.The orthometric height was computed from unverified reset data.
 LH0936.No vertical observational check was made to the station.
 LH0936
 LH0936.The geoid height was determined by GEOID03.
 LH0936
 LH0936;                    North         East    Units  Estimated Accuracy
 LH0936;SPC NE       -    84,680.      633,680.      MT  (+/- 180 meters Scaled)
 LH0936
 LH0936                          SUPERSEDED SURVEY CONTROL
 LH0936
 LH0936  NGVD 29 (08/02/06)  593.49   (m)         1947.1    (f) RESET       3  
 LH0936
 LH0936.Superseded values are not recommended for survey control.
 LH0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0936.See file dsdata.txt to determine how the superseded data were derived.
 LH0936
 LH0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK490928(NAD 83)
 LH0936_MARKER: DB = BENCH MARK DISK
 LH0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0936_STAMPING: P 250 RESET 1981
 LH0936_PROJECTION: FLUSH
 LH0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0936+STABILITY: SURFACE MOTION
 LH0936
 LH0936  HISTORY     - Date     Condition        Report By
 LH0936  HISTORY     - 1981     MONUMENTED       NEDR
 LH0936
 LH0936                          STATION DESCRIPTION
 LH0936
 LH0936'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1981
 LH0936'1.8 MI WEST FROM HASTINGS.
 LH0936'1.8 MILES WEST ALONG U.S. HIGHWAY NO. 6 (CITY ROUTE) FROM THE CHICAGO,
 LH0936'BURLINGTON AND QUINCY RAILROAD STATION IN HASTINGS, AT THE CITY
 LH0936'LIMITS, IN THE SOUTHEAST QUARTER OF A ROAD CROSSING.  32 FEET EAST OF
 LH0936'A NORTH-SOUTH ROAD (MARION ROAD), 105 FEET SOUTH OF THE CENTERLINE OF
 LH0936'AN EAST-WEST STREET (2ND STREET), AND 43 FEET SOUTH OF A TELEPHONE
 LH0936'COMPANY MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0251 ***********************************************************************
 LH0251  DESIGNATION -  P 252
 LH0251  PID         -  LH0251
 LH0251  STATE/COUNTY-  NE/WEBSTER
 LH0251  USGS QUAD   -  COWLES (1974)
 LH0251
 LH0251                         *CURRENT SURVEY CONTROL
 LH0251  ___________________________________________________________________
 LH0251* NAD 83(1986)-  40 09 41.     (N)    098 26 41.     (W)     SCALED    
 LH0251* NAVD 88     -       541.203  (meters)    1775.60   (feet)  ADJUSTED  
 LH0251  ___________________________________________________________________
 LH0251  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 LH0251  DYNAMIC HT  -         540.873 (meters)    1774.51  (feet)  COMP
 LH0251  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 LH0251
 LH0251  VERT ORDER  -  FIRST     CLASS II
 LH0251
 LH0251.The horizontal coordinates were scaled from a topographic map and have
 LH0251.an estimated accuracy of +/- 6 seconds.
 LH0251
 LH0251.The orthometric height was determined by differential leveling
 LH0251.and adjusted by the National Geodetic Survey in June 1991..
 LH0251
 LH0251.The geoid height was determined by GEOID03.
 LH0251
 LH0251.The dynamic height is computed by dividing the NAVD 88
 LH0251.geopotential number by the normal gravity value computed on the
 LH0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0251.degrees latitude (g = 980.6199 gals.).
 LH0251
 LH0251.The modeled gravity was interpolated from observed gravity values.
 LH0251
 LH0251;                    North         East    Units  Estimated Accuracy
 LH0251;SPC NE       -    37,620.      632,480.      MT  (+/- 180 meters Scaled)
 LH0251
 LH0251                          SUPERSEDED SURVEY CONTROL
 LH0251
 LH0251  NGVD 29 (??/??/92)  540.982  (m)         1774.87   (f) ADJ UNCH    1 2
 LH0251
 LH0251.Superseded values are not recommended for survey control.
 LH0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0251.See file dsdata.txt to determine how the superseded data were derived.
 LH0251
 LH0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK472458(NAD 83)
 LH0251_MARKER: DB = BENCH MARK DISK
 LH0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0251_STAMPING: P 252 1947
 LH0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0251+STABILITY: SURFACE MOTION
 LH0251
 LH0251  HISTORY     - Date     Condition        Report By
 LH0251  HISTORY     - 1947     MONUMENTED       CGS
 LH0251
 LH0251                          STATION DESCRIPTION
 LH0251
 LH0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0251'0.7 MI S FROM COWLES.
 LH0251'0.7 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0251'FROM THE STATION AT COWLES, SET IN THE SOUTHWEST QUARTER OF A
 LH0251'ROAD CROSSING, 48.0 FEET WEST OF THE WEST RAIL OF THE TRACK,
 LH0251'17.3 FEET SOUTH OF A GATE POST, 0.9 FOOT WEST OF A FENCE,
 LH0251'1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0251'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0793 ***********************************************************************
 MJ0793  DESIGNATION -  P 253
 MJ0793  PID         -  MJ0793
 MJ0793  STATE/COUNTY-  NE/DOUGLAS
 MJ0793  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0793
 MJ0793                         *CURRENT SURVEY CONTROL
 MJ0793  ___________________________________________________________________
 MJ0793* NAD 83(1986)-  41 13 32.     (N)    095 55 25.     (W)     SCALED    
 MJ0793* NAVD 88     -       312.407  (meters)    1024.96   (feet)  ADJUSTED  
 MJ0793  ___________________________________________________________________
 MJ0793  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MJ0793  DYNAMIC HT  -         312.278 (meters)    1024.53  (feet)  COMP
 MJ0793  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 MJ0793
 MJ0793  VERT ORDER  -  FIRST     CLASS II
 MJ0793
 MJ0793.The horizontal coordinates were scaled from a topographic map and have
 MJ0793.an estimated accuracy of +/- 6 seconds.
 MJ0793
 MJ0793.The orthometric height was determined by differential leveling
 MJ0793.and adjusted by the National Geodetic Survey in June 1991..
 MJ0793
 MJ0793.The geoid height was determined by GEOID03.
 MJ0793
 MJ0793.The dynamic height is computed by dividing the NAVD 88
 MJ0793.geopotential number by the normal gravity value computed on the
 MJ0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0793.degrees latitude (g = 980.6199 gals.).
 MJ0793
 MJ0793.The modeled gravity was interpolated from observed gravity values.
 MJ0793
 MJ0793;                    North         East    Units  Estimated Accuracy
 MJ0793;SPC NE       -   162,630.      841,560.      MT  (+/- 180 meters Scaled)
 MJ0793
 MJ0793                          SUPERSEDED SURVEY CONTROL
 MJ0793
 MJ0793  NGVD 29 (??/??/92)  312.288  (m)         1024.56   (f) ADJ UNCH    1 2
 MJ0793
 MJ0793.Superseded values are not recommended for survey control.
 MJ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0793.See file dsdata.txt to determine how the superseded data were derived.
 MJ0793
 MJ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF549679(NAD 83)
 MJ0793_MARKER: DB = BENCH MARK DISK
 MJ0793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0793_SP_SET: BRIDGE
 MJ0793_STAMPING: P 253 1947
 MJ0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0793+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 MJ0793
 MJ0793  HISTORY     - Date     Condition        Report By
 MJ0793  HISTORY     - 1947     MONUMENTED       CGS
 MJ0793  HISTORY     - 1976     GOOD             NGS
 MJ0793  HISTORY     - 20050604 GOOD             INDIV
 MJ0793
 MJ0793                          STATION DESCRIPTION
 MJ0793
 MJ0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0793'AT OMAHA.
 MJ0793'ABOUT 180 YARDS SOUTHWEST OF THE INTERSECTION OF GROVER STREET
 MJ0793'AND RIVERVIEW BOULEVARD, AT RIVERVIEW PARK, ABOUT 42 YARDS
 MJ0793'SOUTHWEST OF THE SOUTHWEST EDGE OF THE SWIMMING POOL AT RIVERVIEW
 MJ0793'PARK, 48 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER LINE OF A
 MJ0793'PARK DRIVE, SET IN THE TOP OF THE NORTHWEST EDGE OF A CONCRETE
 MJ0793'PEDESTRIAN BRIDGE, AND 17 FEET SOUTHWEST OF THE NORTHEAST END
 MJ0793'OF THE BRIDGE.  A BRONZE DISK SET IN A DRILL HOLE IN CONCRETE.
 MJ0793
 MJ0793                          STATION RECOVERY (1976)
 MJ0793
 MJ0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0793'RECOVERED IN GOOD CONDITION.
 MJ0793
 MJ0793                          STATION RECOVERY (2005)
 MJ0793
 MJ0793'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 MJ0793'NOW LOCATED INSIDE OMAHA'S HENRY DOORLY ZOO.  THE SWIMMING POOL IS NOW
 MJ0793'A SEA LION POOL.  THE BRIDGE IS OVER A LAGOON THAT IS NOW A SUMMER
 MJ0793'HOME TO SWINGING PRIMATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0671 ***********************************************************************
 MJ0671  DESIGNATION -  P 254
 MJ0671  PID         -  MJ0671
 MJ0671  STATE/COUNTY-  NE/DOUGLAS
 MJ0671  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0671
 MJ0671                         *CURRENT SURVEY CONTROL
 MJ0671  ___________________________________________________________________
 MJ0671* NAD 83(1986)-  41 14 41.     (N)    095 58 13.     (W)     SCALED    
 MJ0671* NAVD 88     -       373.134  (meters)    1224.19   (feet)  ADJUSTED  
 MJ0671  ___________________________________________________________________
 MJ0671  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 MJ0671  DYNAMIC HT  -         372.975 (meters)    1223.67  (feet)  COMP
 MJ0671  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 MJ0671
 MJ0671  VERT ORDER  -  FIRST     CLASS II
 MJ0671
 MJ0671.The horizontal coordinates were scaled from a topographic map and have
 MJ0671.an estimated accuracy of +/- 6 seconds.
 MJ0671
 MJ0671.The orthometric height was determined by differential leveling
 MJ0671.and adjusted by the National Geodetic Survey in June 1991..
 MJ0671
 MJ0671.The geoid height was determined by GEOID03.
 MJ0671
 MJ0671.The dynamic height is computed by dividing the NAVD 88
 MJ0671.geopotential number by the normal gravity value computed on the
 MJ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0671.degrees latitude (g = 980.6199 gals.).
 MJ0671
 MJ0671.The modeled gravity was interpolated from observed gravity values.
 MJ0671
 MJ0671;                    North         East    Units  Estimated Accuracy
 MJ0671;SPC NE       -   164,570.      837,550.      MT  (+/- 180 meters Scaled)
 MJ0671
 MJ0671                          SUPERSEDED SURVEY CONTROL
 MJ0671
 MJ0671  NGVD 29 (??/??/92)  373.009  (m)         1223.78   (f) ADJ UNCH    1 2
 MJ0671
 MJ0671.Superseded values are not recommended for survey control.
 MJ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0671.See file dsdata.txt to determine how the superseded data were derived.
 MJ0671
 MJ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF511701(NAD 83)
 MJ0671_MARKER: DB = BENCH MARK DISK
 MJ0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0671_STAMPING: P 254 1947
 MJ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0671+STABILITY: SURFACE MOTION
 MJ0671
 MJ0671  HISTORY     - Date     Condition        Report By
 MJ0671  HISTORY     - 1947     MONUMENTED       CGS
 MJ0671  HISTORY     - 1976     POOR             LOCSUR
 MJ0671
 MJ0671                          STATION DESCRIPTION
 MJ0671
 MJ0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0671'AT OMAHA.
 MJ0671'AT OMAHA, ALONG WOOLWORTH AVENUE AND IN THE FIELDS GOLF COURSE,
 MJ0671'408.8 FEET EAST OF THE SOUTHEAST CORNER OF THE EAST END OF A
 MJ0671'STEEL AND CONCRETE BRIDGE OVER THE OMAHA BELT (UNION PACIFIC)
 MJ0671'RAILROAD, 390.9 FEET EAST OF THE HEAVY NET WIRE FENCE WHICH IS
 MJ0671'ALONG THE WEST SIDE OF THE FIELDS GOLF COURSE, 23.7 FEET SOUTH
 MJ0671'OF THE SOUTH EDGE OF THE SOUTH CURB OF WOOLWORTH AVENUE, 18.1
 MJ0671'FEET SOUTHEAST OF A 15-INCH COTTONWOOD TREE, 10.3 FEET NORTHEAST
 MJ0671'OF A 15-INCH ELM TREE, 5.0 FEET SOUTH OF THE JUNCTION POINT OF TWO
 MJ0671'LINES MADE ON TOP OF A 1 FOOT REFERENCE BLOCK WHICH HAS USBM 5
 MJ0671'STENCILED ON TOP AND WHICH IS FLUSH WITH THE GROUND, SET IN A CONCRETE
 MJ0671'POST 0.2 FOOT UNDERGROUND.
 MJ0671
 MJ0671                          STATION RECOVERY (1976)
 MJ0671
 MJ0671'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0671'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0811 ***********************************************************************
 MJ0811  DESIGNATION -  P 255
 MJ0811  PID         -  MJ0811
 MJ0811  STATE/COUNTY-  NE/DOUGLAS
 MJ0811  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0811
 MJ0811                         *CURRENT SURVEY CONTROL
 MJ0811  ___________________________________________________________________
 MJ0811* NAD 83(1986)-  41 13 54.     (N)    095 58 33.     (W)     SCALED    
 MJ0811* NAVD 88     -       371.397  (meters)    1218.49   (feet)  ADJUSTED  
 MJ0811  ___________________________________________________________________
 MJ0811  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 MJ0811  DYNAMIC HT  -         371.240 (meters)    1217.98  (feet)  COMP
 MJ0811  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 MJ0811
 MJ0811  VERT ORDER  -  FIRST     CLASS II
 MJ0811
 MJ0811.The horizontal coordinates were scaled from a topographic map and have
 MJ0811.an estimated accuracy of +/- 6 seconds.
 MJ0811
 MJ0811.The orthometric height was determined by differential leveling
 MJ0811.and adjusted by the National Geodetic Survey in June 1991..
 MJ0811
 MJ0811.The geoid height was determined by GEOID03.
 MJ0811
 MJ0811.The dynamic height is computed by dividing the NAVD 88
 MJ0811.geopotential number by the normal gravity value computed on the
 MJ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0811.degrees latitude (g = 980.6199 gals.).
 MJ0811
 MJ0811.The modeled gravity was interpolated from observed gravity values.
 MJ0811
 MJ0811;                    North         East    Units  Estimated Accuracy
 MJ0811;SPC NE       -   163,100.      837,150.      MT  (+/- 180 meters Scaled)
 MJ0811
 MJ0811                          SUPERSEDED SURVEY CONTROL
 MJ0811
 MJ0811  NGVD 29 (??/??/92)  371.274  (m)         1218.09   (f) ADJ UNCH    1 2
 MJ0811
 MJ0811.Superseded values are not recommended for survey control.
 MJ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0811.See file dsdata.txt to determine how the superseded data were derived.
 MJ0811
 MJ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF505687(NAD 83)
 MJ0811_MARKER: DB = BENCH MARK DISK
 MJ0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0811_STAMPING: P 255 1947
 MJ0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0811+STABILITY: SURFACE MOTION
 MJ0811
 MJ0811  HISTORY     - Date     Condition        Report By
 MJ0811  HISTORY     - 1947     MONUMENTED       CGS
 MJ0811  HISTORY     - 1976     GOOD             NGS
 MJ0811
 MJ0811                          STATION DESCRIPTION
 MJ0811
 MJ0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0811'AT OMAHA.
 MJ0811'AT OMAHA, AT THE JUNCTION OF SOUTH 42ND STREET AND FREDERICK
 MJ0811'STREET, 61.1 FEET NORTHWEST OF THE CENTER OF AN IRON MAN HOLE
 MJ0811'COVER AT THE APPROXIMATE CENTER OF THE STREET JUNCTION, 41.4 FEET
 MJ0811'WEST OF THE WEST EDGE OF THE WEST CURB OF SOUTH 42ND STREET,
 MJ0811'28.0 FEET NORTH OF THE APPROXIMATE CENTER LINE OF FREDERICK
 MJ0811'STREET, 16.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MJ0811'BRICK AND CONCRETE PORCH OF A LARGE BRICK HOUSE AT 3028 SOUTH
 MJ0811'42ND STREET, 15.3 FEET NORTH OF THE JUNCTION OF TWO LINES MADE
 MJ0811'ON THE TOP OF A 1-FOOT SQUARE CONCRETE REFERENCE BLOCK WHICH
 MJ0811'IS MARKED U S B M 15 AND IS FLUSH WITH THE TOP OF THE GROUND,
 MJ0811'11.7 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE WALK
 MJ0811'LEADING NORTHWEST TO HOUSE NO. 3028, SET IN A CONCRETE POST
 MJ0811'0.2 FOOT UNDERGROUND.
 MJ0811
 MJ0811                          STATION RECOVERY (1976)
 MJ0811
 MJ0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1040 ***********************************************************************
 LF1040  DESIGNATION -  P 256
 LF1040  PID         -  LF1040
 LF1040  STATE/COUNTY-  NE/CASS
 LF1040  USGS QUAD   -  MURRAY (1984)
 LF1040
 LF1040                         *CURRENT SURVEY CONTROL
 LF1040  ___________________________________________________________________
 LF1040* NAD 83(1986)-  40 52 48.     (N)    095 53 31.     (W)     SCALED    
 LF1040* NAVD 88     -       328.285  (meters)    1077.05   (feet)  ADJUSTED  
 LF1040  ___________________________________________________________________
 LF1040  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 LF1040  DYNAMIC HT  -         328.139 (meters)    1076.57  (feet)  COMP
 LF1040  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 LF1040
 LF1040  VERT ORDER  -  SECOND    CLASS 0
 LF1040
 LF1040.The horizontal coordinates were scaled from a topographic map and have
 LF1040.an estimated accuracy of +/- 6 seconds.
 LF1040
 LF1040.The orthometric height was determined by differential leveling
 LF1040.and adjusted by the National Geodetic Survey in June 1991..
 LF1040
 LF1040.The geoid height was determined by GEOID03.
 LF1040
 LF1040.The dynamic height is computed by dividing the NAVD 88
 LF1040.geopotential number by the normal gravity value computed on the
 LF1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1040.degrees latitude (g = 980.6199 gals.).
 LF1040
 LF1040.The modeled gravity was interpolated from observed gravity values.
 LF1040
 LF1040;                    North         East    Units  Estimated Accuracy
 LF1040;SPC NE       -   124,430.      846,030.      MT  (+/- 180 meters Scaled)
 LF1040
 LF1040                          SUPERSEDED SURVEY CONTROL
 LF1040
 LF1040  NGVD 29 (??/??/92)  328.184  (m)         1076.72   (f) ADJ UNCH    2 0
 LF1040
 LF1040.Superseded values are not recommended for survey control.
 LF1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1040.See file dsdata.txt to determine how the superseded data were derived.
 LF1040
 LF1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF563294(NAD 83)
 LF1040_MARKER: DB = BENCH MARK DISK
 LF1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1040_STAMPING: P 256 1947
 LF1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1040+STABILITY: SURFACE MOTION
 LF1040
 LF1040  HISTORY     - Date     Condition        Report By
 LF1040  HISTORY     - 1947     MONUMENTED       CGS
 LF1040  HISTORY     - 1950     GOOD             NGS
 LF1040  HISTORY     - 20060221 MARK NOT FOUND   NEDR
 LF1040
 LF1040                          STATION DESCRIPTION
 LF1040
 LF1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1040'4.5 MI SE FROM MURRAY.
 LF1040'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1040'STATE BANK AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRADED
 LF1040'DIRT ROAD, THENCE 2.5 MILES SOUTH ALONG A GRADED DIRT ROAD,
 LF1040'206.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STEEL BRIDGE,
 LF1040'137.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE,
 LF1040'42.0 FEET WEST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD,
 LF1040'17.0 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 2.0 FEET NORTH
 LF1040'OF A 4 X 4 MARKER POST, 1.0 FOOT EAST OF A FENCE, SET IN
 LF1040'THE TOP OF A CONCRETE POST AND PROJECTS 1 INCH ABOVE THE GROUND.
 LF1040
 LF1040                          STATION RECOVERY (1950)
 LF1040
 LF1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LF1040'RECOVERED IN GOOD CONDITION.
 LF1040
 LF1040                          STATION RECOVERY (2006)
 LF1040
 LF1040'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0109 ***********************************************************************
 LG0109  DESIGNATION -  P 257
 LG0109  PID         -  LG0109
 LG0109  STATE/COUNTY-  NE/OTOE
 LG0109  USGS QUAD   -  DUNBAR (1966)
 LG0109
 LG0109                         *CURRENT SURVEY CONTROL
 LG0109  ___________________________________________________________________
 LG0109* NAD 83(1986)-  40 41 51.     (N)    096 01 33.     (W)     SCALED    
 LG0109* NAVD 88     -       350.158  (meters)    1148.81   (feet)  ADJUSTED  
 LG0109  ___________________________________________________________________
 LG0109  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 LG0109  DYNAMIC HT  -         349.979 (meters)    1148.22  (feet)  COMP
 LG0109  MODELED GRAV-     980,103.1   (mgal)                       NAVD 88
 LG0109
 LG0109  VERT ORDER  -  SECOND    CLASS 0
 LG0109
 LG0109.The horizontal coordinates were scaled from a topographic map and have
 LG0109.an estimated accuracy of +/- 6 seconds.
 LG0109
 LG0109.The orthometric height was determined by differential leveling
 LG0109.and adjusted by the National Geodetic Survey in June 1991..
 LG0109
 LG0109.The geoid height was determined by GEOID03.
 LG0109
 LG0109.The dynamic height is computed by dividing the NAVD 88
 LG0109.geopotential number by the normal gravity value computed on the
 LG0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0109.degrees latitude (g = 980.6199 gals.).
 LG0109
 LG0109.The modeled gravity was interpolated from observed gravity values.
 LG0109
 LG0109;                    North         East    Units  Estimated Accuracy
 LG0109;SPC NE       -   103,660.      835,690.      MT  (+/- 180 meters Scaled)
 LG0109
 LG0109                          SUPERSEDED SURVEY CONTROL
 LG0109
 LG0109  NGVD 29 (??/??/92)  350.042  (m)         1148.43   (f) ADJ UNCH    2 0
 LG0109
 LG0109.Superseded values are not recommended for survey control.
 LG0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0109.See file dsdata.txt to determine how the superseded data were derived.
 LG0109
 LG0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL512094(NAD 83)
 LG0109_MARKER: DB = BENCH MARK DISK
 LG0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0109_STAMPING: P 257 1947
 LG0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0109+STABILITY: SURFACE MOTION
 LG0109
 LG0109  HISTORY     - Date     Condition        Report By
 LG0109  HISTORY     - 1947     MONUMENTED       CGS
 LG0109
 LG0109                          STATION DESCRIPTION
 LG0109
 LG0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0109'2.3 MI N FROM DUNBAR.
 LG0109'2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LG0109'DUNBAR, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, AT A T ROAD
 LG0109'JUNCTION, 145.0 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 LG0109'WEST ROAD, 35.0 FEET EAST OF AND 3.0 FEET HIGHER THAN THE CENTER
 LG0109'LINE OF A ROAD LEADING NORTH, 10.9 FEET SOUTH OF A TELEPHONE
 LG0109'POLE, 2.0 FEET NORTH OF A REFERENCE POST, 1.5 FEET WEST OF A
 LG0109'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 LG0109'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0962 ***********************************************************************
 LF0962  DESIGNATION -  P 258
 LF0962  PID         -  LF0962
 LF0962  STATE/COUNTY-  NE/OTOE
 LF0962  USGS QUAD   -  JULIAN (1984)
 LF0962
 LF0962                         *CURRENT SURVEY CONTROL
 LF0962  ___________________________________________________________________
 LF0962* NAD 83(1986)-  40 35 58.     (N)    095 47 00.     (W)     SCALED    
 LF0962* NAVD 88     -       277.615  (meters)     910.81   (feet)  ADJUSTED  
 LF0962  ___________________________________________________________________
 LF0962  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LF0962  DYNAMIC HT  -         277.469 (meters)     910.33  (feet)  COMP
 LF0962  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 LF0962
 LF0962  VERT ORDER  -  SECOND    CLASS 0
 LF0962
 LF0962.The horizontal coordinates were scaled from a topographic map and have
 LF0962.an estimated accuracy of +/- 6 seconds.
 LF0962
 LF0962.The orthometric height was determined by differential leveling
 LF0962.and adjusted by the National Geodetic Survey in June 1991..
 LF0962
 LF0962.The geoid height was determined by GEOID03.
 LF0962
 LF0962.The dynamic height is computed by dividing the NAVD 88
 LF0962.geopotential number by the normal gravity value computed on the
 LF0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0962.degrees latitude (g = 980.6199 gals.).
 LF0962
 LF0962.The modeled gravity was interpolated from observed gravity values.
 LF0962
 LF0962;                    North         East    Units  Estimated Accuracy
 LF0962;SPC NE       -    93,760.      856,690.      MT  (+/- 180 meters Scaled)
 LF0962
 LF0962                          SUPERSEDED SURVEY CONTROL
 LF0962
 LF0962  NGVD 29 (??/??/92)  277.513  (m)          910.47   (f) ADJ UNCH    2 0
 LF0962
 LF0962.Superseded values are not recommended for survey control.
 LF0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0962.See file dsdata.txt to determine how the superseded data were derived.
 LF0962
 LF0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE644980(NAD 83)
 LF0962_MARKER: DB = BENCH MARK DISK
 LF0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0962_STAMPING: P 258 1947
 LF0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0962+STABILITY: SURFACE MOTION
 LF0962
 LF0962  HISTORY     - Date     Condition        Report By
 LF0962  HISTORY     - 1947     MONUMENTED       CGS
 LF0962  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF0962
 LF0962                          STATION DESCRIPTION
 LF0962
 LF0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0962'9 MI SE FROM NEBRASKA CITY.
 LF0962'0.2 MILE EAST ALONG 1ST CORSO STREET FROM THE COURTHOUSE AT
 LF0962'NEBRASKA CITY, THENCE 2 BLOCKS SOUTH ALONG 7TH STREET, THENCE 0.4
 LF0962'MILE EAST ALONG NEBRASKA STATE HIGHWAY 2, THENCE 0.3 MILE SOUTHEAST
 LF0962'ALONG AN ASPHALT STREET, THENCE 0.1 MILE SOUTHWEST ALONG AN ASPHALT
 LF0962'STREET, THENCE 0.1 MILE SOUTHEAST ALONG A GRAVELED STREET, THENCE
 LF0962'2.2 MILES SOUTH ALONG A GRVELED ROAD, THENCE 1.5 MILES EAST ALONG
 LF0962'A GRAVELED ROAD, THENCE 1.3 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 LF0962'THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.8 MILES SOUTH
 LF0962'ALONG A GRAVELED ROAD, AT A CROSSROADS, 70.0 FEET EAST OF THE CENTER
 LF0962'LINE OF THE NORTH-SOUTH ROAD, 31.0 FEET NORTH OF AND 1.0 FOOT
 LF0962'LOWER THAN THE CENTER LINE OF THE EAST-WEST ROAD, 30.6 FEET EAST
 LF0962'OF A FENCE CORNER, 3.5 FEET NORTH OF A POINT 14.5 FEET EAST OF AN
 LF0962'8-INCH COTTONWOOD TREE, 2.0 FEET WEST OF A 4 X 4 MARKER POST,
 LF0962'1.0 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 LF0962'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 LF0962
 LF0962                          STATION RECOVERY (1964)
 LF0962
 LF0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0196 ***********************************************************************
 LJ0196  DESIGNATION -  P 26
 LJ0196  PID         -  LJ0196
 LJ0196  STATE/COUNTY-  NE/HITCHCOCK
 LJ0196  USGS QUAD   -  MAX NE (1962)
 LJ0196
 LJ0196                         *CURRENT SURVEY CONTROL
 LJ0196  ___________________________________________________________________
 LJ0196* NAD 83(1986)-  40 07 44.     (N)    101 17 13.     (W)     SCALED    
 LJ0196* NAVD 88     -       863.654  (meters)    2833.50   (feet)  ADJUSTED  
 LJ0196  ___________________________________________________________________
 LJ0196  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 LJ0196  DYNAMIC HT  -         863.050 (meters)    2831.52  (feet)  COMP
 LJ0196  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 LJ0196
 LJ0196  VERT ORDER  -  FIRST     CLASS II
 LJ0196
 LJ0196.The horizontal coordinates were scaled from a topographic map and have
 LJ0196.an estimated accuracy of +/- 6 seconds.
 LJ0196
 LJ0196.The orthometric height was determined by differential leveling
 LJ0196.and adjusted by the National Geodetic Survey in June 1991..
 LJ0196
 LJ0196.The geoid height was determined by GEOID03.
 LJ0196
 LJ0196.The dynamic height is computed by dividing the NAVD 88
 LJ0196.geopotential number by the normal gravity value computed on the
 LJ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0196.degrees latitude (g = 980.6199 gals.).
 LJ0196
 LJ0196.The modeled gravity was interpolated from observed gravity values.
 LJ0196
 LJ0196;                    North         East    Units  Estimated Accuracy
 LJ0196;SPC NE       -    33,630.      390,320.      MT  (+/- 180 meters Scaled)
 LJ0196
 LJ0196                          SUPERSEDED SURVEY CONTROL
 LJ0196
 LJ0196  NGVD 29 (??/??/92)  863.312  (m)         2832.38   (f) ADJ UNCH    1 2
 LJ0196
 LJ0196.Superseded values are not recommended for survey control.
 LJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0196.See file dsdata.txt to determine how the superseded data were derived.
 LJ0196
 LJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK051445(NAD 83)
 LJ0196_MARKER: DB = BENCH MARK DISK
 LJ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0196_STAMPING: 2832.383 P 26 1933
 LJ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0196+STABILITY: SURFACE MOTION
 LJ0196
 LJ0196  HISTORY     - Date     Condition        Report By
 LJ0196  HISTORY     - 1933     MONUMENTED       CGS
 LJ0196  HISTORY     - 1959     MARK NOT FOUND   NGS
 LJ0196  HISTORY     - 1962     MARK NOT FOUND   NGS
 LJ0196  HISTORY     - 1977     MARK NOT FOUND   NGS
 LJ0196
 LJ0196                          STATION DESCRIPTION
 LJ0196
 LJ0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LJ0196'3.5 MI W FROM STRATTON.
 LJ0196'3.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0196'FROM THE STATION AT STRATTON, HITCHCOCK COUNTY, AT A COUNTY-ROAD
 LJ0196'CROSSING, 24 POLES EAST OF MILEPOST 325, 94 FEET SOUTH OF THE
 LJ0196'CENTERLINE OF U.S. HIGHWAY 34, 59 FEET EAST OF THE ROAD, AND 35
 LJ0196'FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED P 26
 LJ0196'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LJ0196'ABOVE GROUND.  NOW STAMPED 2832.383 P 26 1933.
 LJ0196
 LJ0196                          STATION RECOVERY (1962)
 LJ0196
 LJ0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 LJ0196'MARK NOT FOUND.
 LJ0196
 LJ0196                          STATION RECOVERY (1977)
 LJ0196
 LJ0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LJ0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0755 ***********************************************************************
 LF0755  DESIGNATION -  P 260
 LF0755  PID         -  LF0755
 LF0755  STATE/COUNTY-  NE/NEMAHA
 LF0755  USGS QUAD   -  NEMAHA (1966)
 LF0755
 LF0755                         *CURRENT SURVEY CONTROL
 LF0755  ___________________________________________________________________
 LF0755* NAD 83(1986)-  40 19 13.     (N)    095 40 36.     (W)     SCALED    
 LF0755* NAVD 88     -       271.091  (meters)     889.40   (feet)  ADJUSTED  
 LF0755  ___________________________________________________________________
 LF0755  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LF0755  DYNAMIC HT  -         270.947 (meters)     888.93  (feet)  COMP
 LF0755  MODELED GRAV-     980,089.3   (mgal)                       NAVD 88
 LF0755
 LF0755  VERT ORDER  -  SECOND    CLASS 0
 LF0755
 LF0755.The horizontal coordinates were scaled from a topographic map and have
 LF0755.an estimated accuracy of +/- 6 seconds.
 LF0755
 LF0755.The orthometric height was determined by differential leveling
 LF0755.and adjusted by the National Geodetic Survey in June 1991..
 LF0755
 LF0755.The geoid height was determined by GEOID03.
 LF0755
 LF0755.The dynamic height is computed by dividing the NAVD 88
 LF0755.geopotential number by the normal gravity value computed on the
 LF0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0755.degrees latitude (g = 980.6199 gals.).
 LF0755
 LF0755.The modeled gravity was interpolated from observed gravity values.
 LF0755
 LF0755;                    North         East    Units  Estimated Accuracy
 LF0755;SPC NE       -    63,250.      867,260.      MT  (+/- 180 meters Scaled)
 LF0755
 LF0755                          SUPERSEDED SURVEY CONTROL
 LF0755
 LF0755  NGVD 29 (??/??/92)  271.018  (m)          889.16   (f) ADJ UNCH    2 0
 LF0755
 LF0755.Superseded values are not recommended for survey control.
 LF0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0755.See file dsdata.txt to determine how the superseded data were derived.
 LF0755
 LF0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE725667(NAD 83)
 LF0755_MARKER: DB = BENCH MARK DISK
 LF0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0755_STAMPING: P 260 1947
 LF0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0755+STABILITY: SURFACE MOTION
 LF0755
 LF0755  HISTORY     - Date     Condition        Report By
 LF0755  HISTORY     - 1947     MONUMENTED       CGS
 LF0755  HISTORY     - 1960     MARK NOT FOUND   NGS
 LF0755
 LF0755                          STATION DESCRIPTION
 LF0755
 LF0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0755'1.4 MI S FROM NEMAHA.
 LF0755'1.4 MILES SOUTH ALONG STATE HIGHWAY NO. 67 FROM THE POST OFFICE
 LF0755'AT NEMAHA, 0.25 MILE SOUTH OF A STEEL BRIDGE OVER THE NEMAHA
 LF0755'RIVER, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 62.0
 LF0755'FEET WEST OF THE CENTER OF THE HIGHWAY, 36.0 FEET SOUTH
 LF0755'OF THE CENTER OF THE GRAVEL ROAD LEADING WEST, 3.2 FEET
 LF0755'SOUTHEAST OF A GUY WIRE BRACED TELEPHONE POLE, 1.8 FOOT
 LF0755'NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE
 LF0755'SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.1 FOOT.  NOTE-- NO
 LF0755'TELEPHONE POLE IN SW QUADRANT OF ROAD, NO REFERENCE POST.
 LF0755'GROUND WAS UNDER CULTIVATION AND CONSIDERABLE DIRT THROWN TO
 LF0755'APPROXIMATE LOCATION.
 LF0755
 LF0755                          STATION RECOVERY (1960)
 LF0755
 LF0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LF0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0756 ***********************************************************************
 LF0756  DESIGNATION -  P 260 RESET
 LF0756  PID         -  LF0756
 LF0756  STATE/COUNTY-  NE/NEMAHA
 LF0756  USGS QUAD   -  NEMAHA (1966)
 LF0756
 LF0756                         *CURRENT SURVEY CONTROL
 LF0756  ___________________________________________________________________
 LF0756* NAD 83(1986)-  40 19 13.     (N)    095 40 35.     (W)     SCALED    
 LF0756* NAVD 88     -       270.67   (meters)     888.0    (feet)  RESET     
 LF0756  ___________________________________________________________________
 LF0756  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LF0756
 LF0756  VERT ORDER  -  THIRD
 LF0756
 LF0756.The horizontal coordinates were scaled from a topographic map and have
 LF0756.an estimated accuracy of +/- 6 seconds.
 LF0756
 LF0756.The orthometric height was computed from unverified reset data.
 LF0756
 LF0756.The geoid height was determined by GEOID03.
 LF0756
 LF0756;                    North         East    Units  Estimated Accuracy
 LF0756;SPC NE       -    63,250.      867,280.      MT  (+/- 180 meters Scaled)
 LF0756
 LF0756                          SUPERSEDED SURVEY CONTROL
 LF0756
 LF0756  NGVD 29 (??/??/??)  270.60   (m)          887.8    (f) RESET       3  
 LF0756
 LF0756.Superseded values are not recommended for survey control.
 LF0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0756.See file dsdata.txt to determine how the superseded data were derived.
 LF0756
 LF0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE726667(NAD 83)
 LF0756_MARKER: DB = BENCH MARK DISK
 LF0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0756_STAMPING: P 26 RESET 1965
 LF0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0756+STABILITY: SURFACE MOTION
 LF0756
 LF0756  HISTORY     - Date     Condition        Report By
 LF0756  HISTORY     - 1965     MONUMENTED       CGS
 LF0756  HISTORY     - 1974     GOOD             LOCENG
 LF0756
 LF0756                          STATION DESCRIPTION
 LF0756
 LF0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LF0756'1.4 MI S FROM NEMAHA.
 LF0756'1.4 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE
 LF0756'AT NEMAHA, IN THE NORTHWEST ANGLE OF A T-INTERSECTION, ABOUT
 LF0756'0.25 MILE SOUTH OF A STEEL BRIDGE, ABOUT 138 FEET WEST OF THE
 LF0756'CENTER LINE OF THE HIGHWAY, 34 FEET NORTH OF THE CENTER LINE
 LF0756'OF AN EAST-WEST ROAD, 1.5 FEET EAST OF A TELEPHONE POLE AND 1.5
 LF0756'FEET WEST OF A METAL WITNESS POST.  A STANDARD DISK SET IN
 LF0756'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 LF0756
 LF0756                          STATION RECOVERY (1974)
 LF0756
 LF0756'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 LF0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0855 ***********************************************************************
 NM0855  DESIGNATION -  P 261
 NM0855  PID         -  NM0855
 NM0855  STATE/COUNTY-  NE/DIXON
 NM0855  USGS QUAD   -  PONCA (1994)
 NM0855
 NM0855                         *CURRENT SURVEY CONTROL
 NM0855  ___________________________________________________________________
 NM0855* NAD 83(1986)-  42 33 42.     (N)    096 42 14.     (W)     SCALED    
 NM0855* NAVD 88     -       348.525  (meters)    1143.45   (feet)  ADJUSTED  
 NM0855  ___________________________________________________________________
 NM0855  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 NM0855  DYNAMIC HT  -         348.416 (meters)    1143.09  (feet)  COMP
 NM0855  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 NM0855
 NM0855  VERT ORDER  -  SECOND    CLASS 0
 NM0855
 NM0855.The horizontal coordinates were scaled from a topographic map and have
 NM0855.an estimated accuracy of +/- 6 seconds.
 NM0855
 NM0855.The orthometric height was determined by differential leveling
 NM0855.and adjusted by the National Geodetic Survey in June 1991..
 NM0855
 NM0855.The geoid height was determined by GEOID03.
 NM0855
 NM0855.The dynamic height is computed by dividing the NAVD 88
 NM0855.geopotential number by the normal gravity value computed on the
 NM0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0855.degrees latitude (g = 980.6199 gals.).
 NM0855
 NM0855.The modeled gravity was interpolated from observed gravity values.
 NM0855
 NM0855;                    North         East    Units  Estimated Accuracy
 NM0855;SPC NE       -   308,090.      770,560.      MT  (+/- 180 meters Scaled)
 NM0855
 NM0855                          SUPERSEDED SURVEY CONTROL
 NM0855
 NM0855  NGVD 29 (??/??/92)  348.349  (m)         1142.88   (f) ADJ UNCH    2 0
 NM0855
 NM0855.Superseded values are not recommended for survey control.
 NM0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0855.See file dsdata.txt to determine how the superseded data were derived.
 NM0855
 NM0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN884146(NAD 83)
 NM0855_MARKER: DB = BENCH MARK DISK
 NM0855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0855_SP_SET: CONCRETE FOUNDATION
 NM0855_STAMPING: P 261 1948
 NM0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0855
 NM0855  HISTORY     - Date     Condition        Report By
 NM0855  HISTORY     - 1948     MONUMENTED       CGS
 NM0855
 NM0855                          STATION DESCRIPTION
 NM0855
 NM0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0855'AT PONCA.
 NM0855'AT PONCA, SET VERTICALLY IN THE WEST OR FRONT FACE OF THE POST
 NM0855'OFFICE BUILDING, AT THE NORTHWEST CORNER, 0.7 FOOT SOUTH OF THE
 NM0855'NORTHWEST CORNER OF THE BUILDING, 0.9 FOOT ABOVE THE SIDEWALK,
 NM0855'0.3 FOOT BELOW THE BOTTOM ROW OF BRICK, SET IN THE CONCRETE
 NM0855'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0217 ***********************************************************************
 NM0217  DESIGNATION -  P 262
 NM0217  PID         -  NM0217
 NM0217  STATE/COUNTY-  NE/DAKOTA
 NM0217  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0217
 NM0217                         *CURRENT SURVEY CONTROL
 NM0217  ___________________________________________________________________
 NM0217* NAD 83(1986)-  42 28 29.     (N)    096 26 50.     (W)     SCALED    
 NM0217* NAVD 88     -       333.029  (meters)    1092.61   (feet)  ADJUSTED  
 NM0217  ___________________________________________________________________
 NM0217  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 NM0217  DYNAMIC HT  -         332.923 (meters)    1092.26  (feet)  COMP
 NM0217  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 NM0217
 NM0217  VERT ORDER  -  SECOND    CLASS 0
 NM0217
 NM0217.The horizontal coordinates were scaled from a topographic map and have
 NM0217.an estimated accuracy of +/- 6 seconds.
 NM0217
 NM0217.The orthometric height was determined by differential leveling
 NM0217.and adjusted by the National Geodetic Survey in June 1991..
 NM0217
 NM0217.The geoid height was determined by GEOID03.
 NM0217
 NM0217.The dynamic height is computed by dividing the NAVD 88
 NM0217.geopotential number by the normal gravity value computed on the
 NM0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0217.degrees latitude (g = 980.6199 gals.).
 NM0217
 NM0217.The modeled gravity was interpolated from observed gravity values.
 NM0217
 NM0217;                    North         East    Units  Estimated Accuracy
 NM0217;SPC NE       -   299,280.      792,010.      MT  (+/- 180 meters Scaled)
 NM0217
 NM0217                          SUPERSEDED SURVEY CONTROL
 NM0217
 NM0217  NGVD 29 (??/??/92)  332.864  (m)         1092.07   (f) ADJ UNCH    2 0
 NM0217
 NM0217.Superseded values are not recommended for survey control.
 NM0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0217.See file dsdata.txt to determine how the superseded data were derived.
 NM0217
 NM0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN098056(NAD 83)
 NM0217_MARKER: DB = BENCH MARK DISK
 NM0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0217_STAMPING: P 262 1948
 NM0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0217+STABILITY: SURFACE MOTION
 NM0217
 NM0217  HISTORY     - Date     Condition        Report By
 NM0217  HISTORY     - 1948     MONUMENTED       CGS
 NM0217
 NM0217                          STATION DESCRIPTION
 NM0217
 NM0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0217'2.7 MI W FROM SOUTH SIOUX CITY.
 NM0217'0.7 MILE NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE AT
 NM0217'SOUTH SIOUX CITY, THENCE 0.5 MILE WEST ALONG A PAVED STREET,
 NM0217'THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.2 WEST ALONG
 NM0217'A GRAVEL ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVEL ROAD,
 NM0217'80.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 46.0
 NM0217'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 17.0 FEET
 NM0217'WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 9.0 FEET NORTH
 NM0217'OF A NORTH GATE POST, 0.8 FOOT EAST OF A FENCE, 1.8 FEET NORTH
 NM0217'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0217'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0422 ***********************************************************************
 LF0422  DESIGNATION -  P 266
 LF0422  PID         -  LF0422
 LF0422  STATE/COUNTY-  NE/RICHARDSON
 LF0422  USGS QUAD   -  BARADA (1966)
 LF0422
 LF0422                         *CURRENT SURVEY CONTROL
 LF0422  ___________________________________________________________________
 LF0422* NAD 83(1986)-  40 14 33.     (N)    095 30 45.     (W)     SCALED    
 LF0422* NAVD 88     -       271.452  (meters)     890.59   (feet)  ADJUSTED  
 LF0422  ___________________________________________________________________
 LF0422  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LF0422  DYNAMIC HT  -         271.304 (meters)     890.10  (feet)  COMP
 LF0422  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 LF0422
 LF0422  VERT ORDER  -  SECOND    CLASS 0
 LF0422
 LF0422.The horizontal coordinates were scaled from a topographic map and have
 LF0422.an estimated accuracy of +/- 6 seconds.
 LF0422
 LF0422.The orthometric height was determined by differential leveling
 LF0422.and adjusted by the National Geodetic Survey in June 1991..
 LF0422
 LF0422.The geoid height was determined by GEOID03.
 LF0422
 LF0422.The dynamic height is computed by dividing the NAVD 88
 LF0422.geopotential number by the normal gravity value computed on the
 LF0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0422.degrees latitude (g = 980.6199 gals.).
 LF0422
 LF0422.The modeled gravity was interpolated from observed gravity values.
 LF0422
 LF0422;                    North         East    Units  Estimated Accuracy
 LF0422;SPC NE       -    55,340.      881,640.      MT  (+/- 180 meters Scaled)
 LF0422
 LF0422                          SUPERSEDED SURVEY CONTROL
 LF0422
 LF0422  NGVD 29 (??/??/92)  271.381  (m)          890.36   (f) ADJ UNCH    2 0
 LF0422
 LF0422.Superseded values are not recommended for survey control.
 LF0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0422.See file dsdata.txt to determine how the superseded data were derived.
 LF0422
 LF0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE862577(NAD 83)
 LF0422_MARKER: DB = BENCH MARK DISK
 LF0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0422_STAMPING: P 266 1947
 LF0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0422+STABILITY: SURFACE MOTION
 LF0422
 LF0422  HISTORY     - Date     Condition        Report By
 LF0422  HISTORY     - 1947     MONUMENTED       CGS
 LF0422
 LF0422                          STATION DESCRIPTION
 LF0422
 LF0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0422'5.4 MI E FROM BARADA.
 LF0422'1.0 MILE NORTH AND 3.6 MILES EAST ALONG DIRT ROADS FROM THE
 LF0422'SCHOOL AT BARADA, THENCE 0.8 MILE EAST DOWN A STEEP HILL ROAD,
 LF0422'AT THE LESTER DUNN FARM HOUSE, 57.0 FEET NORTH OF A POINT IN
 LF0422'LINE WITH THE NORTH WALL OF AND 19.0 FEET EAST OF A POINT IN
 LF0422'LINE WITH THE EAST WALL OF THE FARM HOUSE, 18.0 FEET WEST OF
 LF0422'THE CENTER OF THE COUNTY ROAD, 18.0 FEET NORTH OF THE CENTER
 LF0422'OF A PRIVATE DRIVE-WAY LEADING WEST TO A FARM HOUSE, 12.8 FEET
 LF0422'EAST OF THE EAST EDGE OF A CIRCULAR CONCRETE CURB FOR A WELL,
 LF0422'1.5 FOOT EAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 LF0422'2 FEET ABOVE THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0646 ***********************************************************************
 LF0646  DESIGNATION -  P 267
 LF0646  PID         -  LF0646
 LF0646  STATE/COUNTY-  NE/RICHARDSON
 LF0646  USGS QUAD   -  VERDON (1966)
 LF0646
 LF0646                         *CURRENT SURVEY CONTROL
 LF0646  ___________________________________________________________________
 LF0646* NAD 83(1986)-  40 08 45.     (N)    095 40 00.     (W)     SCALED    
 LF0646* NAVD 88     -       303.250  (meters)     994.91   (feet)  ADJUSTED  
 LF0646  ___________________________________________________________________
 LF0646  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LF0646  DYNAMIC HT  -         303.082 (meters)     994.36  (feet)  COMP
 LF0646  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 LF0646
 LF0646  VERT ORDER  -  SECOND    CLASS 0
 LF0646
 LF0646.The horizontal coordinates were scaled from a topographic map and have
 LF0646.an estimated accuracy of +/- 6 seconds.
 LF0646
 LF0646.The orthometric height was determined by differential leveling
 LF0646.and adjusted by the National Geodetic Survey in June 1991..
 LF0646
 LF0646.The geoid height was determined by GEOID03.
 LF0646
 LF0646.The dynamic height is computed by dividing the NAVD 88
 LF0646.geopotential number by the normal gravity value computed on the
 LF0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0646.degrees latitude (g = 980.6199 gals.).
 LF0646
 LF0646.The modeled gravity was interpolated from observed gravity values.
 LF0646
 LF0646;                    North         East    Units  Estimated Accuracy
 LF0646;SPC NE       -    43,950.      869,070.      MT  (+/- 180 meters Scaled)
 LF0646
 LF0646                          SUPERSEDED SURVEY CONTROL
 LF0646
 LF0646  NGVD 29 (??/??/92)  303.183  (m)          994.69   (f) ADJ UNCH    2 0
 LF0646
 LF0646.Superseded values are not recommended for survey control.
 LF0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0646.See file dsdata.txt to determine how the superseded data were derived.
 LF0646
 LF0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE728473(NAD 83)
 LF0646_MARKER: DB = BENCH MARK DISK
 LF0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0646_SP_SET: CULVERT
 LF0646_STAMPING: P 267 1947
 LF0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0646
 LF0646  HISTORY     - Date     Condition        Report By
 LF0646  HISTORY     - 1947     MONUMENTED       CGS
 LF0646  HISTORY     - 1975     GOOD             NGS
 LF0646
 LF0646                          STATION DESCRIPTION
 LF0646
 LF0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0646'2.4 MI E FROM VERDON.
 LF0646'2.35 MILES EAST ALONG U.S. HIGHWAY NO. 73 FROM THE MISSOURI PACIFIC
 LF0646'RAILROAD STATION AT VERNON, 0.25 MILE EAST OF THE CROSSING OF
 LF0646'U.S. HIGHWAY NO. 73 AND STATE HIGHWAY NO. 54, 25.8 FEET NORTH
 LF0646'OF THE CENTER OF U.S. HIGHWAY NO. 73, SET TOP OF THE WEST END
 LF0646'OF THE NORTH HEAD WALL OF A 5 X 7 FOOT CONCRETE CULVERT UNDER
 LF0646'THE HIGHWAY AND ABOUT 2 FEET BELOW THE HIGHWAY.
 LF0646
 LF0646                          STATION RECOVERY (1975)
 LF0646
 LF0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LF0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0647 ***********************************************************************
 LF0647  DESIGNATION -  P 267 RESET
 LF0647  PID         -  LF0647
 LF0647  STATE/COUNTY-  NE/RICHARDSON
 LF0647  USGS QUAD   -  VERDON (1966)
 LF0647
 LF0647                         *CURRENT SURVEY CONTROL
 LF0647  ___________________________________________________________________
 LF0647* NAD 83(1986)-  40 08 45.     (N)    095 40 00.     (W)     SCALED    
 LF0647* NAVD 88     -       303.97   (+/-2cm)     997.3    (feet)  VERTCON   
 LF0647  ___________________________________________________________________
 LF0647  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LF0647
 LF0647  VERT ORDER  -  THIRD (See Below)
 LF0647
 LF0647.The horizontal coordinates were scaled from a topographic map and have
 LF0647.an estimated accuracy of +/- 6 seconds.
 LF0647
 LF0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0647.The vertical order pertains to the NGVD 29 superseded value.
 LF0647
 LF0647.The geoid height was determined by GEOID03.
 LF0647
 LF0647;                    North         East    Units  Estimated Accuracy
 LF0647;SPC NE       -    43,950.      869,070.      MT  (+/- 180 meters Scaled)
 LF0647
 LF0647                          SUPERSEDED SURVEY CONTROL
 LF0647
 LF0647  NGVD 29 (08/02/06)  303.90   (m)          997.0    (f) RESET       3  
 LF0647
 LF0647.Superseded values are not recommended for survey control.
 LF0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0647.See file dsdata.txt to determine how the superseded data were derived.
 LF0647
 LF0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE728473(NAD 83)
 LF0647_MARKER: DB = BENCH MARK DISK
 LF0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0647_SP_SET: CULVERT
 LF0647_STAMPING: P 267 RESET 1974
 LF0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0647
 LF0647  HISTORY     - Date     Condition        Report By
 LF0647  HISTORY     - 1974     MONUMENTED       NGS
 LF0647  HISTORY     - 1975     GOOD             NGS
 LF0647
 LF0647                          STATION DESCRIPTION
 LF0647
 LF0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LF0647'2.5 MI E FROM VERDON.
 LF0647'2.5 MILES EAST ON U.S. HIGHWAY 73 FROM THE HIGHWAY OVERPASS
 LF0647'IN VERDON AND IN A CONCRETE CULVERT HEADWALL, NEAR CENTER OF THE
 LF0647'NORTH HEADWALL AND ABOUT LEVEL WITH THE TOP OF THE HIGHWAY.
 LF0647'A STANDARD DISK STAMPED P 267 RESET 1974, CEMENTED IN A DRILL
 LF0647'HOLE IN THE CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0226 ***********************************************************************
 LH0226  DESIGNATION -  P 268
 LH0226  PID         -  LH0226
 LH0226  STATE/COUNTY-  NE/WEBSTER
 LH0226  USGS QUAD   -  GUIDE ROCK (1974)
 LH0226
 LH0226                         *CURRENT SURVEY CONTROL
 LH0226  ___________________________________________________________________
 LH0226* NAD 83(1986)-  40 04 11.     (N)    098 18 40.     (W)     SCALED    
 LH0226* NAVD 88     -       499.868  (meters)    1639.98   (feet)  ADJUSTED  
 LH0226  ___________________________________________________________________
 LH0226  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 LH0226  DYNAMIC HT  -         499.571 (meters)    1639.01  (feet)  COMP
 LH0226  MODELED GRAV-     980,016.1   (mgal)                       NAVD 88
 LH0226
 LH0226  VERT ORDER  -  FIRST     CLASS II
 LH0226
 LH0226.The horizontal coordinates were scaled from a topographic map and have
 LH0226.an estimated accuracy of +/- 6 seconds.
 LH0226
 LH0226.The orthometric height was determined by differential leveling
 LH0226.and adjusted by the National Geodetic Survey in June 1991..
 LH0226
 LH0226.The geoid height was determined by GEOID03.
 LH0226
 LH0226.The dynamic height is computed by dividing the NAVD 88
 LH0226.geopotential number by the normal gravity value computed on the
 LH0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0226.degrees latitude (g = 980.6199 gals.).
 LH0226
 LH0226.The modeled gravity was interpolated from observed gravity values.
 LH0226
 LH0226;                    North         East    Units  Estimated Accuracy
 LH0226;SPC NE       -    27,660.      644,060.      MT  (+/- 180 meters Scaled)
 LH0226
 LH0226                          SUPERSEDED SURVEY CONTROL
 LH0226
 LH0226  NGVD 29 (??/??/92)  499.667  (m)         1639.32   (f) ADJ UNCH    1 2
 LH0226
 LH0226.Superseded values are not recommended for survey control.
 LH0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0226.See file dsdata.txt to determine how the superseded data were derived.
 LH0226
 LH0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK587357(NAD 83)
 LH0226_MARKER: DB = BENCH MARK DISK
 LH0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0226_STAMPING: P 268 1947
 LH0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0226+STABILITY: SURFACE MOTION
 LH0226
 LH0226  HISTORY     - Date     Condition        Report By
 LH0226  HISTORY     - 1947     MONUMENTED       CGS
 LH0226
 LH0226                          STATION DESCRIPTION
 LH0226
 LH0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0226'1 MI E FROM GUIDE ROCK.
 LH0226'1.0 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0226'FROM THE STATION AT GUIDE ROCK, 86.0 FEET EAST OF THE CENTER
 LH0226'OF A NORTH-SOUTH DIRT ROAD, 47.4 FEET SOUTH OF THE SOUTH RAIL
 LH0226'OF THE TRACK, 47.0 FEET EAST OF A 2-INCH IRON PIPE RIGHT OF WAY
 LH0226'FENCE CORNER POST, 2.5 FEET WEST OF A REFERENCE POST, 1.0 FOOT
 LH0226'NORTH OF THE SOUTH RIGHT OF WAY FENCE, SET IN A CONCRETE POST
 LH0226'ABOUT THE SAME ELEVATION AS THE TRACK AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0065 ***********************************************************************
 LH0065  DESIGNATION -  P 269
 LH0065  PID         -  LH0065
 LH0065  STATE/COUNTY-  NE/HALL
 LH0065  USGS QUAD   -  GRAND ISLAND (1993)
 LH0065
 LH0065                         *CURRENT SURVEY CONTROL
 LH0065  ___________________________________________________________________
 LH0065* NAD 83(1986)-  40 56 22.     (N)    098 18 27.     (W)     SCALED    
 LH0065* NAVD 88     -       558.390  (meters)    1831.98   (feet)  ADJUSTED  
 LH0065  ___________________________________________________________________
 LH0065  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 LH0065  DYNAMIC HT  -         558.096 (meters)    1831.02  (feet)  COMP
 LH0065  MODELED GRAV-     980,080.6   (mgal)                       NAVD 88
 LH0065
 LH0065  VERT ORDER  -  FIRST     CLASS II
 LH0065
 LH0065.The horizontal coordinates were scaled from a topographic map and have
 LH0065.an estimated accuracy of +/- 6 seconds.
 LH0065
 LH0065.The orthometric height was determined by differential leveling
 LH0065.and adjusted by the National Geodetic Survey in June 1991..
 LH0065
 LH0065.The geoid height was determined by GEOID03.
 LH0065
 LH0065.The dynamic height is computed by dividing the NAVD 88
 LH0065.geopotential number by the normal gravity value computed on the
 LH0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0065.degrees latitude (g = 980.6199 gals.).
 LH0065
 LH0065.The modeled gravity was interpolated from observed gravity values.
 LH0065
 LH0065;                    North         East    Units  Estimated Accuracy
 LH0065;SPC NE       -   124,200.      642,480.      MT  (+/- 180 meters Scaled)
 LH0065
 LH0065                          SUPERSEDED SURVEY CONTROL
 LH0065
 LH0065  NGVD 29 (??/??/92)  558.141  (m)         1831.17   (f) ADJ UNCH    1 2
 LH0065
 LH0065.Superseded values are not recommended for survey control.
 LH0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0065.See file dsdata.txt to determine how the superseded data were derived.
 LH0065
 LH0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL582322(NAD 83)
 LH0065_MARKER: DB = BENCH MARK DISK
 LH0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0065+STABILITY: SURFACE MOTION
 LH0065
 LH0065  HISTORY     - Date     Condition        Report By
 LH0065  HISTORY     - UNK      MONUMENTED       CGS
 LH0065  HISTORY     - 1947     GOOD             NGS
 LH0065  HISTORY     - 1960     MARK NOT FOUND   USGS
 LH0065
 LH0065                          STATION DESCRIPTION
 LH0065
 LH0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0065'2 MI NE FROM GRAND ISLAND.
 LH0065'2.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0065'STATION AT GRAND ISLAND, HALL COUNTY, 7-1/2 POLES NORTHEAST
 LH0065'OF MILEPOST 145, 548 FEET NORTHEAST OF SIGNAL 1449, 204.5 FEET
 LH0065'NORTHWEST OF THE NORTH CORNER OF THE MIDDLE CONCRETE BASE OF
 LH0065'A WATER TANK, NORTHWEST OF THE GRAND ISLAND CATTLE AND HOG
 LH0065'COMMISSION CO. PROPERTY, 46.1 FEET NORTHWEST OF THE NORTHWEST
 LH0065'RAIL OF THE NORTHWEST TRACK, 41.8 FEET NORTHEAST OF A CONCRETE
 LH0065'POST AT THE NORTHEAST END OF A WOODEN GATE AT A FIELD ENTRANCE,
 LH0065'10.2 FEET NORTHWEST OF THE FIRST POLE NORTHEAST OF A ROAD
 LH0065'CROSSING, 4.7 FEET EAST OF A POLE, 3 FEET SOUTHWEST OF A WHITE
 LH0065'WOODEN WITNESS POST, AND 1 FOOT.
 LH0065
 LH0065                          STATION RECOVERY (1960)
 LH0065
 LH0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LH0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0266 ***********************************************************************
 NO0266  DESIGNATION -  P 27
 NO0266  PID         -  NO0266
 NO0266  STATE/COUNTY-  NE/GRANT
 NO0266  USGS QUAD   -  HYANNIS NORTH (1989)
 NO0266
 NO0266                         *CURRENT SURVEY CONTROL
 NO0266  ___________________________________________________________________
 NO0266* NAD 83(1986)-  42 01 40.     (N)    101 45 48.     (W)     SCALED    
 NO0266* NAVD 88     -      1135.693  (meters)    3726.02   (feet)  ADJUSTED  
 NO0266  ___________________________________________________________________
 NO0266  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 NO0266  DYNAMIC HT  -        1135.063 (meters)    3723.95  (feet)  COMP
 NO0266  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 NO0266
 NO0266  VERT ORDER  -  SECOND    CLASS 0
 NO0266
 NO0266.The horizontal coordinates were scaled from a topographic map and have
 NO0266.an estimated accuracy of +/- 6 seconds.
 NO0266
 NO0266.The orthometric height was determined by differential leveling
 NO0266.and adjusted by the National Geodetic Survey in June 1991..
 NO0266
 NO0266.The geoid height was determined by GEOID03.
 NO0266
 NO0266.The dynamic height is computed by dividing the NAVD 88
 NO0266.geopotential number by the normal gravity value computed on the
 NO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0266.degrees latitude (g = 980.6199 gals.).
 NO0266
 NO0266.The modeled gravity was interpolated from observed gravity values.
 NO0266
 NO0266;                    North         East    Units  Estimated Accuracy
 NO0266;SPC NE       -   245,130.      354,020.      MT  (+/- 180 meters Scaled)
 NO0266
 NO0266                          SUPERSEDED SURVEY CONTROL
 NO0266
 NO0266  NGVD 29 (??/??/92) 1135.220  (m)         3724.47   (f) ADJ UNCH    2 0
 NO0266
 NO0266.Superseded values are not recommended for survey control.
 NO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0266.See file dsdata.txt to determine how the superseded data were derived.
 NO0266
 NO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM712565(NAD 83)
 NO0266_MARKER: DB = BENCH MARK DISK
 NO0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0266_STAMPING: P 27 1934
 NO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0266+STABILITY: SURFACE MOTION
 NO0266
 NO0266  HISTORY     - Date     Condition        Report By
 NO0266  HISTORY     - 1934     MONUMENTED       CGS
 NO0266  HISTORY     - 1948     GOOD             NGS
 NO0266
 NO0266                          STATION DESCRIPTION
 NO0266
 NO0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0266'2.2 MI N FROM HYANNIS.
 NO0266'2.2 MILES NORTH ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT
 NO0266'COUNTY, 0.1 MILE NORTH OF A RANCH HOUSE, IN THE SOUTHWEST 1/4
 NO0266'NORTHEAST 1/4 SEC. 30, T. 24 N., R. 38 W., 56 FEET EAST OF THE
 NO0266'CENTERLINE OF THE HIGHWAY, IN A FENCE CORNER, 12 FEET NORTH
 NO0266'OF THE SIDE FENCE, AND 26 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 NO0266'T-FENCE EAST.  A STANDARD DISK, STAMPED P 27 1934 AND SET IN
 NO0266'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1484 ***********************************************************************
 NM1484  DESIGNATION -  P 270
 NM1484  PID         -  NM1484
 NM1484  STATE/COUNTY-  NE/KNOX
 NM1484  USGS QUAD   -  TABOR SE (1968)
 NM1484
 NM1484                         *CURRENT SURVEY CONTROL
 NM1484  ___________________________________________________________________
 NM1484* NAD 83(1986)-  42 51 12.     (N)    097 31 28.     (W)     SCALED    
 NM1484* NAVD 88     -       360.448  (meters)    1182.57   (feet)  ADJUSTED  
 NM1484  ___________________________________________________________________
 NM1484  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 NM1484  DYNAMIC HT  -         360.339 (meters)    1182.21  (feet)  COMP
 NM1484  MODELED GRAV-     980,306.5   (mgal)                       NAVD 88
 NM1484
 NM1484  VERT ORDER  -  FIRST     CLASS II
 NM1484
 NM1484.The horizontal coordinates were scaled from a topographic map and have
 NM1484.an estimated accuracy of +/- 6 seconds.
 NM1484
 NM1484.The orthometric height was determined by differential leveling
 NM1484.and adjusted by the National Geodetic Survey in June 1991..
 NM1484
 NM1484.The geoid height was determined by GEOID03.
 NM1484
 NM1484.The dynamic height is computed by dividing the NAVD 88
 NM1484.geopotential number by the normal gravity value computed on the
 NM1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1484.degrees latitude (g = 980.6199 gals.).
 NM1484
 NM1484.The modeled gravity was interpolated from observed gravity values.
 NM1484
 NM1484;                    North         East    Units  Estimated Accuracy
 NM1484;SPC NE       -   338,230.      702,300.      MT  (+/- 180 meters Scaled)
 NM1484
 NM1484                          SUPERSEDED SURVEY CONTROL
 NM1484
 NM1484  NGVD 29 (??/??/92)  360.238  (m)         1181.88   (f) ADJ UNCH    1 2
 NM1484
 NM1484.Superseded values are not recommended for survey control.
 NM1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1484.See file dsdata.txt to determine how the superseded data were derived.
 NM1484
 NM1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN205455(NAD 83)
 NM1484_MARKER: DB = BENCH MARK DISK
 NM1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1484_STAMPING: P 270 1949
 NM1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1484+STABILITY: SURFACE MOTION
 NM1484
 NM1484  HISTORY     - Date     Condition        Report By
 NM1484  HISTORY     - 1949     MONUMENTED       CGS
 NM1484  HISTORY     - 1952     MARK NOT FOUND   NGS
 NM1484
 NM1484                          STATION DESCRIPTION
 NM1484
 NM1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1484'9.2 MI SW FROM YANKTON.
 NM1484'1.1 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE SOUTH END OF THE
 NM1484'HIGHWAY BRIDGE OVER THE MISSOURI RIVER AT YANKTON, THENCE 5.7
 NM1484'MILES SOUTHWEST ALONG U.S. HIGHWAY 81, THENCE 1.1 MILES WEST
 NM1484'ALONG A DIRT ROAD, THENCE 1.35 MILES NORTHWEST ALONG A DIRT ROAD,
 NM1484'THENCE 0.25 MILE EAST ALONG A DIRT ROAD, THENCE 0.75 MILE NORTH
 NM1484'ALONG A SECTION LINE FENCE, AT THE SOUTH EDGE OF A GROVE OF
 NM1484'WILLOWS, 210 YARDS (PACED) SOUTH OF THE MISSOURI RIVER BANK,
 NM1484'3.3 FEET SOUTH OF A GATE POST AND BRACED FENCE CORNER POST,
 NM1484'1.6 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM1484'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.  NOTE-- THIS
 NM1484'MARK IS ALSO AT THE NORTHWEST CORNER OF A CULTIVATED FIELD.
 NM1484'NOTE-- THE BENCH MARK WAS LOST DURING HIGH WATER OF THE 1952
 NM1484'MISSOURI RIVER FLOOD.
 NM1484
 NM1484                          STATION RECOVERY (1952)
 NM1484
 NM1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 NM1484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1396 ***********************************************************************
 NM1396  DESIGNATION -  P 271
 NM1396  PID         -  NM1396
 NM1396  STATE/COUNTY-  NE/KNOX
 NM1396  USGS QUAD   -  SANTEE (1978)
 NM1396
 NM1396                         *CURRENT SURVEY CONTROL
 NM1396  ___________________________________________________________________
 NM1396* NAD 83(1986)-  42 48 04.     (N)    097 48 26.     (W)     SCALED    
 NM1396* NAVD 88     -       507.165  (meters)    1663.92   (feet)  ADJUSTED  
 NM1396  ___________________________________________________________________
 NM1396  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 NM1396  DYNAMIC HT  -         506.990 (meters)    1663.35  (feet)  COMP
 NM1396  MODELED GRAV-     980,260.3   (mgal)                       NAVD 88
 NM1396
 NM1396  VERT ORDER  -  SECOND    CLASS 0
 NM1396
 NM1396.The horizontal coordinates were scaled from a topographic map and have
 NM1396.an estimated accuracy of +/- 6 seconds.
 NM1396
 NM1396.The orthometric height was determined by differential leveling
 NM1396.and adjusted by the National Geodetic Survey in June 1991..
 NM1396
 NM1396.The geoid height was determined by GEOID03.
 NM1396
 NM1396.The dynamic height is computed by dividing the NAVD 88
 NM1396.geopotential number by the normal gravity value computed on the
 NM1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1396.degrees latitude (g = 980.6199 gals.).
 NM1396
 NM1396.The modeled gravity was interpolated from observed gravity values.
 NM1396
 NM1396;                    North         East    Units  Estimated Accuracy
 NM1396;SPC NE       -   331,800.      679,340.      MT  (+/- 180 meters Scaled)
 NM1396
 NM1396                          SUPERSEDED SURVEY CONTROL
 NM1396
 NM1396  NGVD 29 (??/??/92)  506.932  (m)         1663.16   (f) ADJ UNCH    2 0
 NM1396
 NM1396.Superseded values are not recommended for survey control.
 NM1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1396.See file dsdata.txt to determine how the superseded data were derived.
 NM1396
 NM1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN975394(NAD 83)
 NM1396_MARKER: DB = BENCH MARK DISK
 NM1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1396_STAMPING: P 271 1949
 NM1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1396+STABILITY: SURFACE MOTION
 NM1396
 NM1396  HISTORY     - Date     Condition        Report By
 NM1396  HISTORY     - 1949     MONUMENTED       CGS
 NM1396
 NM1396                          STATION DESCRIPTION
 NM1396
 NM1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1396'4.2 MI SE FROM SANTEE.
 NM1396'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY
 NM1396'HALL AT SANTEE, THENCE 3.55 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 NM1396'AT THE JUNCTION OF A DIRT TRAIL LEADING WEST, 0.1 MILE NORTH OF
 NM1396'A CREEK, ON THE INSIDE OF A CURVE, 96.0 FEET NORTHWEST OF AND
 NM1396'ACROSS THE ROAD FROM THE WEST END OF A WIRE GATE, 37 FEET NORTH
 NM1396'OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A FENCE LINE,
 NM1396'1.3 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM1396'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1045 ***********************************************************************
 NM1045  DESIGNATION -  P 272
 NM1045  PID         -  NM1045
 NM1045  STATE/COUNTY-  NE/CEDAR
 NM1045  USGS QUAD   -  MENOMINEE (1968)
 NM1045
 NM1045                         *CURRENT SURVEY CONTROL
 NM1045  ___________________________________________________________________
 NM1045* NAD 83(1986)-  42 50 14.     (N)    097 16 22.     (W)     SCALED    
 NM1045* NAVD 88     -       356.184  (meters)    1168.58   (feet)  ADJUSTED  
 NM1045  ___________________________________________________________________
 NM1045  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 NM1045  DYNAMIC HT  -         356.081 (meters)    1168.24  (feet)  COMP
 NM1045  MODELED GRAV-     980,321.5   (mgal)                       NAVD 88
 NM1045
 NM1045  VERT ORDER  -  SECOND    CLASS 0
 NM1045
 NM1045.The horizontal coordinates were scaled from a topographic map and have
 NM1045.an estimated accuracy of +/- 6 seconds.
 NM1045
 NM1045.The orthometric height was determined by differential leveling
 NM1045.and adjusted by the National Geodetic Survey in June 1991..
 NM1045
 NM1045.The geoid height was determined by GEOID03.
 NM1045
 NM1045.The dynamic height is computed by dividing the NAVD 88
 NM1045.geopotential number by the normal gravity value computed on the
 NM1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1045.degrees latitude (g = 980.6199 gals.).
 NM1045
 NM1045.The modeled gravity was interpolated from observed gravity values.
 NM1045
 NM1045;                    North         East    Units  Estimated Accuracy
 NM1045;SPC NE       -   337,060.      722,910.      MT  (+/- 180 meters Scaled)
 NM1045
 NM1045                          SUPERSEDED SURVEY CONTROL
 NM1045
 NM1045  NGVD 29 (??/??/92)  355.982  (m)         1167.92   (f) ADJ UNCH    2 0
 NM1045
 NM1045.Superseded values are not recommended for survey control.
 NM1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1045.See file dsdata.txt to determine how the superseded data were derived.
 NM1045
 NM1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN411441(NAD 83)
 NM1045_MARKER: DB = BENCH MARK DISK
 NM1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1045_STAMPING: P 272 1949
 NM1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1045+STABILITY: SURFACE MOTION
 NM1045
 NM1045  HISTORY     - Date     Condition        Report By
 NM1045  HISTORY     - 1949     MONUMENTED       CGS
 NM1045
 NM1045                          STATION DESCRIPTION
 NM1045
 NM1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1045'8.5 MI SE FROM YANKTON.
 NM1045'1.9 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 NM1045'YANKTON, THENCE 6.6 MILES ALONG A GRAVELED ROAD, AT THE FARM HOME
 NM1045'OF W.M. PALTZ, 49.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 NM1045'THE HOUSE, 38 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM1045'10.0 FEET SOUTHEAST OF THE CENTER OF A WIRE GATE, 8.0 FEET SOUTH
 NM1045'OF THE NORTHWEST CORNER POST OF THE YARD FENCE, 1.0 FOOT WEST
 NM1045'OF THE FENCE, 1.5 FEET NORTH OF A REFERENCE POST, AND SET IN
 NM1045'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NM1045'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0009 ***********************************************************************
 NN0009  DESIGNATION -  P 273
 NN0009  PID         -  NN0009
 NN0009  STATE/COUNTY-  NE/BOYD
 NN0009  USGS QUAD   -  LYNCH (1950)
 NN0009
 NN0009                         *CURRENT SURVEY CONTROL
 NN0009  ___________________________________________________________________
 NN0009* NAD 83(1986)-  42 49 28.     (N)    098 25 27.     (W)     SCALED    
 NN0009* NAVD 88     -       422.550  (meters)    1386.32   (feet)  ADJUSTED  
 NN0009  ___________________________________________________________________
 NN0009  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 NN0009  DYNAMIC HT  -         422.400 (meters)    1385.82  (feet)  COMP
 NN0009  MODELED GRAV-     980,255.0   (mgal)                       NAVD 88
 NN0009
 NN0009  VERT ORDER  -  SECOND    CLASS 0
 NN0009
 NN0009.The horizontal coordinates were scaled from a topographic map and have
 NN0009.an estimated accuracy of +/- 6 seconds.
 NN0009
 NN0009.The orthometric height was determined by differential leveling
 NN0009.and adjusted by the National Geodetic Survey in June 1991..
 NN0009
 NN0009.The geoid height was determined by GEOID03.
 NN0009
 NN0009.The dynamic height is computed by dividing the NAVD 88
 NN0009.geopotential number by the normal gravity value computed on the
 NN0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0009.degrees latitude (g = 980.6199 gals.).
 NN0009
 NN0009.The modeled gravity was interpolated from observed gravity values.
 NN0009
 NN0009;                    North         East    Units  Estimated Accuracy
 NN0009;SPC NE       -   333,290.      628,840.      MT  (+/- 180 meters Scaled)
 NN0009
 NN0009                          SUPERSEDED SURVEY CONTROL
 NN0009
 NN0009  NGVD 29 (??/??/92)  422.278  (m)         1385.42   (f) ADJ UNCH    2 0
 NN0009
 NN0009.Superseded values are not recommended for survey control.
 NN0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0009.See file dsdata.txt to determine how the superseded data were derived.
 NN0009
 NN0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN470414(NAD 83)
 NN0009_MARKER: DB = BENCH MARK DISK
 NN0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0009_STAMPING: P 273 1949
 NN0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0009+STABILITY: SURFACE MOTION
 NN0009
 NN0009  HISTORY     - Date     Condition        Report By
 NN0009  HISTORY     - 1949     MONUMENTED       CGS
 NN0009
 NN0009                          STATION DESCRIPTION
 NN0009
 NN0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0009'2.6 MI SE FROM LYNCH.
 NN0009'2.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NN0009'THE STATION AT LYNCH, THENCE 0.25 MILE SOUTH ALONG THE NORTH-SOUTH
 NN0009'RUNWAY OF THE WOOLF BROS. AIRPORT, ON THE EAST SIDE OF THE MAIN
 NN0009'OFFICE BUILDING, 6.5 FEET SOUTH OF THE NORTHEAST CORNER AND
 NN0009'6.5 FEET NORTH OF THE SOUTHEAST CORNER AND 1.0 FOOT EAST OF THE
 NN0009'EAST FACE OF THE BUILDING, SET IN THE TOP OF A CONCRETE POST
 NN0009'AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0931 ***********************************************************************
 NM0931  DESIGNATION -  P 274
 NM0931  PID         -  NM0931
 NM0931  STATE/COUNTY-  NE/DIXON
 NM0931  USGS QUAD   -  CONCORD (1967)
 NM0931
 NM0931                         *CURRENT SURVEY CONTROL
 NM0931  ___________________________________________________________________
 NM0931* NAD 83(1986)-  42 29 42.     (N)    096 59 47.     (W)     SCALED    
 NM0931* NAVD 88     -       486.471  (meters)    1596.03   (feet)  ADJUSTED  
 NM0931  ___________________________________________________________________
 NM0931  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 NM0931  DYNAMIC HT  -         486.312 (meters)    1595.51  (feet)  COMP
 NM0931  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 NM0931
 NM0931  VERT ORDER  -  SECOND    CLASS 0
 NM0931
 NM0931.The horizontal coordinates were scaled from a topographic map and have
 NM0931.an estimated accuracy of +/- 6 seconds.
 NM0931
 NM0931.The orthometric height was determined by differential leveling
 NM0931.and adjusted by the National Geodetic Survey in June 1991..
 NM0931
 NM0931.The geoid height was determined by GEOID03.
 NM0931
 NM0931.The dynamic height is computed by dividing the NAVD 88
 NM0931.geopotential number by the normal gravity value computed on the
 NM0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0931.degrees latitude (g = 980.6199 gals.).
 NM0931
 NM0931.The modeled gravity was interpolated from observed gravity values.
 NM0931
 NM0931;                    North         East    Units  Estimated Accuracy
 NM0931;SPC NE       -   299,820.      746,820.      MT  (+/- 180 meters Scaled)
 NM0931
 NM0931                          SUPERSEDED SURVEY CONTROL
 NM0931
 NM0931  NGVD 29 (??/??/92)  486.279  (m)         1595.40   (f) ADJ UNCH    2 0
 NM0931
 NM0931.Superseded values are not recommended for survey control.
 NM0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0931.See file dsdata.txt to determine how the superseded data were derived.
 NM0931
 NM0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN646066(NAD 83)
 NM0931_MARKER: DB = BENCH MARK DISK
 NM0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0931_STAMPING: P 274 1949
 NM0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0931+STABILITY: SURFACE MOTION
 NM0931
 NM0931  HISTORY     - Date     Condition        Report By
 NM0931  HISTORY     - 1949     MONUMENTED       CGS
 NM0931
 NM0931                          STATION DESCRIPTION
 NM0931
 NM0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0931'5.6 MI N FROM DIXON.
 NM0931'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON,
 NM0931'AND QUINCY RAILROAD STATION AT DIXON, THENCE 3.65 MILES NORTH
 NM0931'ALONG STATE HIGHWAY 116, THENCE 1.9 MILES NORTH ALONG A GRADED
 NM0931'DIRT ROAD, AT THE FARM HOME OF MAX LUND, 148 FEET WEST OF THE
 NM0931'CENTER LINE OF THE NORTH-SOUTH ROAD, 26.0 FEET SOUTHWEST OF THE
 NM0931'SOUTHWEST CORNER OF THE HOUSE, 11.0 FEET EAST OF THE CENTER
 NM0931'OF A FRAME GATE, 10.8 FEET WEST OF THE CENTER OF A FRAME GATE,
 NM0931'1.2 FEET SOUTH OF THE SOUTH YARD FENCE, AND SET IN THE TOP OF A
 NM0931'5.5-FOOT CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0914 ***********************************************************************
 NM0914  DESIGNATION -  P 275
 NM0914  PID         -  NM0914
 NM0914  STATE/COUNTY-  NE/DIXON
 NM0914  USGS QUAD   -  MASKELL (1994)
 NM0914
 NM0914                         *CURRENT SURVEY CONTROL
 NM0914  ___________________________________________________________________
 NM0914* NAD 83(1986)-  42 40 54.     (N)    096 59 26.     (W)     SCALED    
 NM0914* NAVD 88     -       376.471  (meters)    1235.14   (feet)  ADJUSTED  
 NM0914  ___________________________________________________________________
 NM0914  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM0914  DYNAMIC HT  -         376.351 (meters)    1234.74  (feet)  COMP
 NM0914  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 NM0914
 NM0914  VERT ORDER  -  SECOND    CLASS 0
 NM0914
 NM0914.The horizontal coordinates were scaled from a topographic map and have
 NM0914.an estimated accuracy of +/- 6 seconds.
 NM0914
 NM0914.The orthometric height was determined by differential leveling
 NM0914.and adjusted by the National Geodetic Survey in June 1991..
 NM0914
 NM0914.The geoid height was determined by GEOID03.
 NM0914
 NM0914.The dynamic height is computed by dividing the NAVD 88
 NM0914.geopotential number by the normal gravity value computed on the
 NM0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0914.degrees latitude (g = 980.6199 gals.).
 NM0914
 NM0914.The modeled gravity was interpolated from observed gravity values.
 NM0914
 NM0914;                    North         East    Units  Estimated Accuracy
 NM0914;SPC NE       -   320,550.      746,570.      MT  (+/- 180 meters Scaled)
 NM0914
 NM0914                          SUPERSEDED SURVEY CONTROL
 NM0914
 NM0914  NGVD 29 (??/??/92)  376.270  (m)         1234.48   (f) ADJ UNCH    2 0
 NM0914
 NM0914.Superseded values are not recommended for survey control.
 NM0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0914.See file dsdata.txt to determine how the superseded data were derived.
 NM0914
 NM0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN646274(NAD 83)
 NM0914_MARKER: DB = BENCH MARK DISK
 NM0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0914_STAMPING: P 275 1949
 NM0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0914+STABILITY: SURFACE MOTION
 NM0914
 NM0914  HISTORY     - Date     Condition        Report By
 NM0914  HISTORY     - 1949     MONUMENTED       CGS
 NM0914
 NM0914                          STATION DESCRIPTION
 NM0914
 NM0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0914'0.8 MI S FROM MASKELL.
 NM0914'0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0914'SCHOOL AT MASKELL, THENCE 0.15 MILE WEST ALONG STATE HIGHWAY 12,
 NM0914'THENCE 0.5 MILE SOUTH ALONG A GRADED DIRT ROAD, AT THE FARM
 NM0914'HOME OF SAM MARTINSON, 255 FEET WEST OF THE CENTER LINE OF A
 NM0914'NORTH-SOUTH ROAD, 159.0 FEET EAST OF THE SOUTHEAST CORNER OF THE
 NM0914'HOUSE, 112.0 FEET WEST OF THE NORTHWEST CORNER OF A BRIDGE
 NM0914'OVER LIME CREEK, 26 FEET NORTHWEST OF THE CENTER LINE OF A
 NM0914'PRIVATE ROAD LEADING SOUTHWEST, 18 FEET SOUTH OF THE CENTER
 NM0914'LINE OF A PRIVATE DRIVE-WAY, AND SET IN THE TOP OF A 5-FOOT
 NM0914'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0932 ***********************************************************************
 NM0932  DESIGNATION -  P 276
 NM0932  PID         -  NM0932
 NM0932  STATE/COUNTY-  NE/DIXON
 NM0932  USGS QUAD   -  MASKELL (1994)
 NM0932
 NM0932                         *CURRENT SURVEY CONTROL
 NM0932  ___________________________________________________________________
 NM0932* NAD 83(1986)-  42 43 34.     (N)    096 59 37.     (W)     SCALED    
 NM0932* NAVD 88     -       357.175  (meters)    1171.83   (feet)  ADJUSTED  
 NM0932  ___________________________________________________________________
 NM0932  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 NM0932  DYNAMIC HT  -         357.064 (meters)    1171.47  (feet)  COMP
 NM0932  MODELED GRAV-     980,300.0   (mgal)                       NAVD 88
 NM0932
 NM0932  VERT ORDER  -  SECOND    CLASS 0
 NM0932
 NM0932.The horizontal coordinates were scaled from a topographic map and have
 NM0932.an estimated accuracy of +/- 6 seconds.
 NM0932
 NM0932.The orthometric height was determined by differential leveling
 NM0932.and adjusted by the National Geodetic Survey in June 1991..
 NM0932
 NM0932.The geoid height was determined by GEOID03.
 NM0932
 NM0932.The dynamic height is computed by dividing the NAVD 88
 NM0932.geopotential number by the normal gravity value computed on the
 NM0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0932.degrees latitude (g = 980.6199 gals.).
 NM0932
 NM0932.The modeled gravity was interpolated from observed gravity values.
 NM0932
 NM0932;                    North         East    Units  Estimated Accuracy
 NM0932;SPC NE       -   325,480.      746,150.      MT  (+/- 180 meters Scaled)
 NM0932
 NM0932                          SUPERSEDED SURVEY CONTROL
 NM0932
 NM0932  NGVD 29 (??/??/92)  356.970  (m)         1171.16   (f) ADJ UNCH    2 0
 NM0932
 NM0932.Superseded values are not recommended for survey control.
 NM0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0932.See file dsdata.txt to determine how the superseded data were derived.
 NM0932
 NM0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN642323(NAD 83)
 NM0932_MARKER: DB = BENCH MARK DISK
 NM0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0932_STAMPING: P 276 1949
 NM0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0932+STABILITY: SURFACE MOTION
 NM0932
 NM0932  HISTORY     - Date     Condition        Report By
 NM0932  HISTORY     - 1949     MONUMENTED       CGS
 NM0932  HISTORY     - 1962     GOOD             USGS
 NM0932
 NM0932                          STATION DESCRIPTION
 NM0932
 NM0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0932'3.6 MI N FROM MASKELL.
 NM0932'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0932'SCHOOL AT MASKELL, THENCE 1.2 MILES NORTH ALONG A GRADED DIRT
 NM0932'ROAD, THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.3
 NM0932'MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.2 MILES NORTH
 NM0932'ALONG A DIRT ROAD, AT THE FARM HOME OF PHIL VERZANS AND OCCUPIED
 NM0932'BY L.C. WAITMAN, 45.0 FEET WEST OF THE WEST CORNER OF THE HOUSE,
 NM0932'17 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 6.8 FEET
 NM0932'SOUTHWEST OF THE WEST LEG OF THE WINDMILL, 1.2 FEET NORTHWEST
 NM0932'OF A FENCE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM0932'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0932
 NM0932                          STATION RECOVERY (1962)
 NM0932
 NM0932'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0139 ***********************************************************************
 LG0139  DESIGNATION -  P 277
 LG0139  PID         -  LG0139
 LG0139  STATE/COUNTY-  NE/CASS
 LG0139  USGS QUAD   -  MANLEY (1966)
 LG0139
 LG0139                         *CURRENT SURVEY CONTROL
 LG0139  ___________________________________________________________________
 LG0139* NAD 83(1986)-  40 54 51.     (N)    096 08 24.     (W)     SCALED    
 LG0139* NAVD 88     -       383.615  (meters)    1258.58   (feet)  ADJUSTED  
 LG0139  ___________________________________________________________________
 LG0139  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 LG0139  DYNAMIC HT  -         383.455 (meters)    1258.05  (feet)  COMP
 LG0139  MODELED GRAV-     980,192.8   (mgal)                       NAVD 88
 LG0139
 LG0139  VERT ORDER  -  SECOND    CLASS 0
 LG0139
 LG0139.The horizontal coordinates were scaled from a topographic map and have
 LG0139.an estimated accuracy of +/- 6 seconds.
 LG0139
 LG0139.The orthometric height was determined by differential leveling
 LG0139.and adjusted by the National Geodetic Survey in June 1991..
 LG0139
 LG0139.The geoid height was determined by GEOID03.
 LG0139
 LG0139.The dynamic height is computed by dividing the NAVD 88
 LG0139.geopotential number by the normal gravity value computed on the
 LG0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0139.degrees latitude (g = 980.6199 gals.).
 LG0139
 LG0139.The modeled gravity was interpolated from observed gravity values.
 LG0139
 LG0139;                    North         East    Units  Estimated Accuracy
 LG0139;SPC NE       -   127,260.      824,980.      MT  (+/- 180 meters Scaled)
 LG0139
 LG0139                          SUPERSEDED SURVEY CONTROL
 LG0139
 LG0139  NGVD 29 (??/??/92)  383.521  (m)         1258.27   (f) ADJ UNCH    2 0
 LG0139
 LG0139.Superseded values are not recommended for survey control.
 LG0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0139.See file dsdata.txt to determine how the superseded data were derived.
 LG0139
 LG0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL408331(NAD 83)
 LG0139_MARKER: DB = BENCH MARK DISK
 LG0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0139_STAMPING: P 277 1950
 LG0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0139+STABILITY: SURFACE MOTION
 LG0139
 LG0139  HISTORY     - Date     Condition        Report By
 LG0139  HISTORY     - 1950     MONUMENTED       CGS
 LG0139  HISTORY     - 1964     GOOD             USGS
 LG0139
 LG0139                          STATION DESCRIPTION
 LG0139
 LG0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0139'3.5 MI N FROM WEEPING WATER.
 LG0139'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE HIGH SCHOOL AT
 LG0139'WEEPING WATER, AT THE INTERSECTION OF STATE HIGHWAYS 1 AND
 LG0139'50, 85 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 50, 60 FEET
 LG0139'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 1, 27 FEET NORTHWEST
 LG0139'OF THE WEST CORNER OF A SMALL BUILDING, 1.6 FEET NORTHEAST OF A
 LG0139'FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 LG0139'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LG0139
 LG0139                          STATION RECOVERY (1964)
 LG0139
 LG0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0477 ***********************************************************************
 NM0477  DESIGNATION -  P 278
 NM0477  PID         -  NM0477
 NM0477  STATE/COUNTY-  NE/DAKOTA
 NM0477  USGS QUAD   -  HOMER (1976)
 NM0477
 NM0477                         *CURRENT SURVEY CONTROL
 NM0477  ___________________________________________________________________
 NM0477* NAD 83(1986)-  42 18 41.     (N)    096 25 23.     (W)     SCALED    
 NM0477* NAVD 88     -       332.016  (meters)    1089.29   (feet)  ADJUSTED  
 NM0477  ___________________________________________________________________
 NM0477  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 NM0477  DYNAMIC HT  -         331.908 (meters)    1088.93  (feet)  COMP
 NM0477  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 NM0477
 NM0477  VERT ORDER  -  SECOND    CLASS 0
 NM0477
 NM0477.The horizontal coordinates were scaled from a topographic map and have
 NM0477.an estimated accuracy of +/- 6 seconds.
 NM0477
 NM0477.The orthometric height was determined by differential leveling
 NM0477.and adjusted by the National Geodetic Survey in June 1991..
 NM0477
 NM0477.The geoid height was determined by GEOID03.
 NM0477
 NM0477.The dynamic height is computed by dividing the NAVD 88
 NM0477.geopotential number by the normal gravity value computed on the
 NM0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0477.degrees latitude (g = 980.6199 gals.).
 NM0477
 NM0477.The modeled gravity was interpolated from observed gravity values.
 NM0477
 NM0477;                    North         East    Units  Estimated Accuracy
 NM0477;SPC NE       -   281,230.      794,750.      MT  (+/- 180 meters Scaled)
 NM0477
 NM0477                          SUPERSEDED SURVEY CONTROL
 NM0477
 NM0477  NGVD 29 (??/??/92)  331.860  (m)         1088.78   (f) ADJ UNCH    2 0
 NM0477
 NM0477.Superseded values are not recommended for survey control.
 NM0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0477.See file dsdata.txt to determine how the superseded data were derived.
 NM0477
 NM0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM123875(NAD 83)
 NM0477_MARKER: DB = BENCH MARK DISK
 NM0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0477_STAMPING: P 278 1949
 NM0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0477+STABILITY: SURFACE MOTION
 NM0477
 NM0477  HISTORY     - Date     Condition        Report By
 NM0477  HISTORY     - 1949     MONUMENTED       CGS
 NM0477
 NM0477                          STATION DESCRIPTION
 NM0477
 NM0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0477'3.9 MI NE FROM HOMER.
 NM0477'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0477'THENCE 3.3 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE
 NM0477'NORTH ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE EAST ALONG A
 NM0477'GRADED DIRT ROAD, 0.1 MILE SOUTH OF THE FARM HOME OF A.J. UMBERGER,
 NM0477'0.05 MILE NORTH OF AN EAST-WEST ROAD, 13 FEET EAST OF THE CENTER
 NM0477'LINE OF THE PRIVATE ROAD LEADING NORTH TO A.J. UMBERGER FARM
 NM0477'HOME, 8.0 FEET NORTHEAST OF A POWER TRANSMISSION LINE POLE,
 NM0477'2.0 FEET EAST OF A WOVEN WIRE FENCE, 1.6 FEET SOUTH OF A REFERENCE
 NM0477'POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING
 NM0477'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0388 ***********************************************************************
 LH0388  DESIGNATION -  P 279
 LH0388  PID         -  LH0388
 LH0388  STATE/COUNTY-  NE/HALL
 LH0388  USGS QUAD   -  WOOD RIVER (1993)
 LH0388
 LH0388                         *CURRENT SURVEY CONTROL
 LH0388  ___________________________________________________________________
 LH0388* NAD 83(1986)-  40 49 54.     (N)    098 33 34.     (W)     SCALED    
 LH0388* NAVD 88     -       594.121  (meters)    1949.21   (feet)  ADJUSTED  
 LH0388  ___________________________________________________________________
 LH0388  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 LH0388  DYNAMIC HT  -         593.800 (meters)    1948.16  (feet)  COMP
 LH0388  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 LH0388
 LH0388  VERT ORDER  -  FIRST     CLASS II
 LH0388
 LH0388.The horizontal coordinates were scaled from a topographic map and have
 LH0388.an estimated accuracy of +/- 6 seconds.
 LH0388
 LH0388.The orthometric height was determined by differential leveling
 LH0388.and adjusted by the National Geodetic Survey in June 1991..
 LH0388
 LH0388.The geoid height was determined by GEOID03.
 LH0388
 LH0388.The dynamic height is computed by dividing the NAVD 88
 LH0388.geopotential number by the normal gravity value computed on the
 LH0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0388.degrees latitude (g = 980.6199 gals.).
 LH0388
 LH0388.The modeled gravity was interpolated from observed gravity values.
 LH0388
 LH0388;                    North         East    Units  Estimated Accuracy
 LH0388;SPC NE       -   111,850.      621,470.      MT  (+/- 180 meters Scaled)
 LH0388
 LH0388                          SUPERSEDED SURVEY CONTROL
 LH0388
 LH0388  NGVD 29 (02/14/92)  593.864  (m)         1948.37   (f) ADJUSTED    1 2
 LH0388
 LH0388.Superseded values are not recommended for survey control.
 LH0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0388.See file dsdata.txt to determine how the superseded data were derived.
 LH0388
 LH0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL371201(NAD 83)
 LH0388_MARKER: DB = BENCH MARK DISK
 LH0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0388_SP_SET: CONCRETE POST
 LH0388_STAMPING: P 279 1949
 LH0388_MARK LOGO: CGS   
 LH0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0388+STABILITY: SURFACE MOTION
 LH0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0388+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0388
 LH0388  HISTORY     - Date     Condition        Report By
 LH0388  HISTORY     - 1949     MONUMENTED       CGS
 LH0388  HISTORY     - 19910924 GOOD             NGS
 LH0388
 LH0388                          STATION DESCRIPTION
 LH0388
 LH0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0388'2.4 MI NE FROM WOOD RIVER.
 LH0388'2.35 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 LH0388'THE STATION AT WOOD RIVER, 5 RAILS NORTHEAST OF THE WOOD RIVER
 LH0388'ONE MILE SIGN POST, 1 POLE SOUTHWEST OF MILE POST 160, 46.0
 LH0388'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF
 LH0388'TRACKS, 1.0 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET
 LH0388'NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0388'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0388
 LH0388                          STATION RECOVERY (1991)
 LH0388
 LH0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0388'17.6 KM (10.95 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0388'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 57.4 M (188.3 FT) SOUTHEAST OF
 LH0388'THE HIGHWAY CENTERLINE, 50.4 M (165.4 FT) EAST OF THE SOUTHEAST
 LH0388'CORNER OF A RAILROAD POWER BOX, 37.7 M (123.7 FT) SOUTHWEST OF
 LH0388'RAILROAD MILEPOST 160, 14.1 M (46.3 FT) SOUTHEAST OF THE NEAR RAIL OF
 LH0388'THE UNION PACIFIC RAILROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 LH0388'TRACK, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE
 LH0388'MONUMENTS PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0277 ***********************************************************************
 MM0277  DESIGNATION -  P 28
 MM0277  PID         -  MM0277
 MM0277  STATE/COUNTY-  NE/LINCOLN
 MM0277  USGS QUAD   -  MAXWELL SW (1983)
 MM0277
 MM0277                         *CURRENT SURVEY CONTROL
 MM0277  ___________________________________________________________________
 MM0277* NAD 83(1986)-  41 00 39.     (N)    100 41 49.     (W)     SCALED    
 MM0277* NAVD 88     -       909.035  (meters)    2982.39   (feet)  ADJUSTED  
 MM0277  ___________________________________________________________________
 MM0277  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 MM0277  DYNAMIC HT  -         908.470 (meters)    2980.54  (feet)  COMP
 MM0277  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 MM0277
 MM0277  VERT ORDER  -  SECOND    CLASS 0
 MM0277
 MM0277.The horizontal coordinates were scaled from a topographic map and have
 MM0277.an estimated accuracy of +/- 6 seconds.
 MM0277
 MM0277.The orthometric height was determined by differential leveling
 MM0277.and adjusted by the National Geodetic Survey in June 1994..
 MM0277
 MM0277.The geoid height was determined by GEOID03.
 MM0277
 MM0277.The dynamic height is computed by dividing the NAVD 88
 MM0277.geopotential number by the normal gravity value computed on the
 MM0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0277.degrees latitude (g = 980.6199 gals.).
 MM0277
 MM0277.The modeled gravity was interpolated from observed gravity values.
 MM0277
 MM0277;                    North         East    Units  Estimated Accuracy
 MM0277;SPC NE       -   130,970.      441,390.      MT  (+/- 180 meters Scaled)
 MM0277
 MM0277                          SUPERSEDED SURVEY CONTROL
 MM0277
 MM0277  NAVD 88 (06/15/91)  909.029  (m)         2982.37   (f) UNKNOWN     2 0
 MM0277  NGVD 29 (??/??/92)  908.649  (m)         2981.13   (f) ADJ UNCH    2 0
 MM0277
 MM0277.Superseded values are not recommended for survey control.
 MM0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0277.See file dsdata.txt to determine how the superseded data were derived.
 MM0277
 MM0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL573413(NAD 83)
 MM0277_MARKER: DB = BENCH MARK DISK
 MM0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0277_STAMPING: P 28 1934
 MM0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0277+STABILITY: SURFACE MOTION
 MM0277
 MM0277  HISTORY     - Date     Condition        Report By
 MM0277  HISTORY     - 1934     MONUMENTED       CGS
 MM0277  HISTORY     - 1954     MARK NOT FOUND   USGS
 MM0277
 MM0277                          STATION DESCRIPTION
 MM0277
 MM0277'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 MM0277'12.6 MI S FROM NORTH PLATTE.
 MM0277'12.6 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM NORTH PLATTE, LINCOLN
 MM0277'COUNTY, AT A ROAD CROSSING, 37 FEET EAST OF THE CENTERLINE OF THE
 MM0277'HIGHWAY, AND 36 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 MM0277'STANDARD DISK, STAMPED P 28 1934 AND SET IN THE TOP OF A CONCRETE
 MM0277'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0834 ***********************************************************************
 MK0834  DESIGNATION -  P 280
 MK0834  PID         -  MK0834
 MK0834  STATE/COUNTY-  NE/SARPY
 MK0834  USGS QUAD   -  CEDAR CREEK (1983)
 MK0834
 MK0834                         *CURRENT SURVEY CONTROL
 MK0834  ___________________________________________________________________
 MK0834* NAD 83(1986)-  41 05 33.     (N)    096 02 34.     (W)     SCALED    
 MK0834* NAVD 88     -       325.163  (meters)    1066.81   (feet)  ADJUSTED  
 MK0834  ___________________________________________________________________
 MK0834  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 MK0834  DYNAMIC HT  -         325.032 (meters)    1066.38  (feet)  COMP
 MK0834  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 MK0834
 MK0834  VERT ORDER  -  SECOND    CLASS 0
 MK0834
 MK0834.The horizontal coordinates were scaled from a topographic map and have
 MK0834.an estimated accuracy of +/- 6 seconds.
 MK0834
 MK0834.The orthometric height was determined by differential leveling
 MK0834.and adjusted by the National Geodetic Survey in June 1991..
 MK0834
 MK0834.The geoid height was determined by GEOID03.
 MK0834
 MK0834.The dynamic height is computed by dividing the NAVD 88
 MK0834.geopotential number by the normal gravity value computed on the
 MK0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0834.degrees latitude (g = 980.6199 gals.).
 MK0834
 MK0834.The modeled gravity was interpolated from observed gravity values.
 MK0834
 MK0834;                    North         East    Units  Estimated Accuracy
 MK0834;SPC NE       -   147,410.      832,260.      MT  (+/- 180 meters Scaled)
 MK0834
 MK0834                          SUPERSEDED SURVEY CONTROL
 MK0834
 MK0834  NGVD 29 (??/??/92)  325.067  (m)         1066.49   (f) ADJ UNCH    2 0
 MK0834
 MK0834.Superseded values are not recommended for survey control.
 MK0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0834.See file dsdata.txt to determine how the superseded data were derived.
 MK0834
 MK0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL483532(NAD 83)
 MK0834_MARKER: DB = BENCH MARK DISK
 MK0834_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0834_SP_SET: CULVERT
 MK0834_STAMPING: P 280 1950
 MK0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0834
 MK0834  HISTORY     - Date     Condition        Report By
 MK0834  HISTORY     - 1950     MONUMENTED       CGS
 MK0834
 MK0834                          STATION DESCRIPTION
 MK0834
 MK0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0834'5.4 MI SE FROM RICHFIELD.
 MK0834'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0834'RICHFIELD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 MK0834'1.7 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.8 MILE EAST
 MK0834'ALONG A GRAVELED ROAD, THENCE 0.8 MILE NORTH ALONG A GRAVELED
 MK0834'ROAD, THENCE 1.3 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.2
 MK0834'MILE NORTH ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 21
 MK0834'FEET NORTHWEST OF THE JUNCTION OF THE CENTER LINES OF THE TWO
 MK0834'ROADS, 12 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH
 MK0834'ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF
 MK0834'A CONCRETE CULVERT, 10.8 FEET NORTH OF THE SOUTH END OF THE
 MK0834'HEADWALL, LEVEL WITH THE ROAD.  THIS MARK IS 1.0 MILE WEST OF
 MK0834'BENCH MARK E 280.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0408 ***********************************************************************
 ML0408  DESIGNATION -  P 281
 ML0408  PID         -  ML0408
 ML0408  STATE/COUNTY-  NE/SHERMAN
 ML0408  USGS QUAD   -  FARWELL (1978)
 ML0408
 ML0408                         *CURRENT SURVEY CONTROL
 ML0408  ___________________________________________________________________
 ML0408* NAD 83(1986)-  41 09 46.     (N)    098 44 57.     (W)     SCALED    
 ML0408* NAVD 88     -       637.955  (meters)    2093.02   (feet)  ADJUSTED  
 ML0408  ___________________________________________________________________
 ML0408  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 ML0408  DYNAMIC HT  -         637.629 (meters)    2091.95  (feet)  COMP
 ML0408  MODELED GRAV-     980,091.9   (mgal)                       NAVD 88
 ML0408
 ML0408  VERT ORDER  -  SECOND    CLASS 0
 ML0408
 ML0408.The horizontal coordinates were scaled from a topographic map and have
 ML0408.an estimated accuracy of +/- 6 seconds.
 ML0408
 ML0408.The orthometric height was determined by differential leveling
 ML0408.and adjusted by the National Geodetic Survey in June 1991..
 ML0408
 ML0408.The geoid height was determined by GEOID03.
 ML0408
 ML0408.The dynamic height is computed by dividing the NAVD 88
 ML0408.geopotential number by the normal gravity value computed on the
 ML0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0408.degrees latitude (g = 980.6199 gals.).
 ML0408
 ML0408.The modeled gravity was interpolated from observed gravity values.
 ML0408
 ML0408;                    North         East    Units  Estimated Accuracy
 ML0408;SPC NE       -   148,360.      604,940.      MT  (+/- 180 meters Scaled)
 ML0408
 ML0408                          SUPERSEDED SURVEY CONTROL
 ML0408
 ML0408  NGVD 29 (??/??/92)  637.712  (m)         2092.23   (f) ADJ UNCH    2 0
 ML0408
 ML0408.Superseded values are not recommended for survey control.
 ML0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0408.See file dsdata.txt to determine how the superseded data were derived.
 ML0408
 ML0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL210568(NAD 83)
 ML0408_MARKER: DB = BENCH MARK DISK
 ML0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0408_STAMPING: P 281 1949
 ML0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0408+STABILITY: SURFACE MOTION
 ML0408
 ML0408  HISTORY     - Date     Condition        Report By
 ML0408  HISTORY     - 1949     MONUMENTED       CGS
 ML0408  HISTORY     - 1966     GOOD             NGS
 ML0408
 ML0408                          STATION DESCRIPTION
 ML0408
 ML0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0408'7.6 MI NW FROM BOELUS.
 ML0408'0.7 MILE WEST ALONG STATE HIGHWAY NO. 58 FROM THE UNION PACIFIC
 ML0408'RAILROAD STATION AT BOELUS, THENCE 5.9 MILES NORTH ALONG A
 ML0408'COUNTY ROAD, THENCE 1.0 MILE WEST ALONG A COUNTY ROAD, AT THE
 ML0408'SOUTHEAST CORNER OF SECTION 24, T. 14 N., R. 13 W., IN
 ML0408'THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING, 273 FEET WEST
 ML0408'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 29 FEET NORTH OF THE
 ML0408'CENTER LINE OF THE EAST-WEST ROAD, 11 FEET WEST OF A 3-WAY CORNER
 ML0408'FENCE POST, 1.1 FEET SOUTH OF A FENCE, 1.4 FEET WEST OF A
 ML0408'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 ML0408'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS
 ML0408'BENCH MARK IS LOCATED 0.9 MILE EAST OF BENCH MARK V 283.
 ML0408'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 ML0408
 ML0408                          STATION RECOVERY (1966)
 ML0408
 ML0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 ML0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0477 ***********************************************************************
 ML0477  DESIGNATION -  P 282
 ML0477  PID         -  ML0477
 ML0477  STATE/COUNTY-  NE/HOWARD
 ML0477  USGS QUAD   -  DANNEBROG (1974)
 ML0477
 ML0477                         *CURRENT SURVEY CONTROL
 ML0477  ___________________________________________________________________
 ML0477* NAD 83(1986)-  41 03 40.     (N)    098 31 03.     (W)     SCALED    
 ML0477* NAVD 88     -       578.098  (meters)    1896.64   (feet)  ADJUSTED  
 ML0477  ___________________________________________________________________
 ML0477  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 ML0477  DYNAMIC HT  -         577.805 (meters)    1895.68  (feet)  COMP
 ML0477  MODELED GRAV-     980,098.6   (mgal)                       NAVD 88
 ML0477
 ML0477  VERT ORDER  -  SECOND    CLASS 0
 ML0477
 ML0477.The horizontal coordinates were scaled from a topographic map and have
 ML0477.an estimated accuracy of +/- 6 seconds.
 ML0477
 ML0477.The orthometric height was determined by differential leveling
 ML0477.and adjusted by the National Geodetic Survey in June 1991..
 ML0477
 ML0477.The geoid height was determined by GEOID03.
 ML0477
 ML0477.The dynamic height is computed by dividing the NAVD 88
 ML0477.geopotential number by the normal gravity value computed on the
 ML0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0477.degrees latitude (g = 980.6199 gals.).
 ML0477
 ML0477.The modeled gravity was interpolated from observed gravity values.
 ML0477
 ML0477;                    North         East    Units  Estimated Accuracy
 ML0477;SPC NE       -   137,380.      624,570.      MT  (+/- 180 meters Scaled)
 ML0477
 ML0477                          SUPERSEDED SURVEY CONTROL
 ML0477
 ML0477  NGVD 29 (??/??/92)  577.857  (m)         1895.85   (f) ADJ UNCH    2 0
 ML0477
 ML0477.Superseded values are not recommended for survey control.
 ML0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0477.See file dsdata.txt to determine how the superseded data were derived.
 ML0477
 ML0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL405456(NAD 83)
 ML0477_MARKER: DB = BENCH MARK DISK
 ML0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0477_STAMPING: P 282 1949
 ML0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0477+STABILITY: SURFACE MOTION
 ML0477
 ML0477  HISTORY     - Date     Condition        Report By
 ML0477  HISTORY     - 1949     MONUMENTED       CGS
 ML0477
 ML0477                          STATION DESCRIPTION
 ML0477
 ML0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0477'4.9 MI SE FROM DANNEBROG.
 ML0477'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0477'STATION AT DANNEBROG, THENCE 1.6 MILES SOUTHEAST ALONG STATE
 ML0477'HIGHWAY NO. 58, THENCE 3.0 MILES SOUTH ALONG A COUNTY ROAD, AT
 ML0477'THE SOUTHWEST CORNER OF SECTION 30, T. 13 N., R. 10 W., IN THE
 ML0477'NORTHEAST QUARTER OF A ROAD CROSSING, IN A THICKET, 39 FEET EAST
 ML0477'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 32 FEET NORTH OF THE
 ML0477'CENTER LINE OF THE EAST-WEST ROAD, 8 FEET NORTHEAST OF A POWER
 ML0477'LINE GUY POLE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 ML0477'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 ML0477'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1520 ***********************************************************************
 LH1520  DESIGNATION -  P 284 RESET
 LH1520  PID         -  LH1520
 LH1520  STATE/COUNTY-  NE/HALL
 LH1520  USGS QUAD   -  SHELTON NE (1993)
 LH1520
 LH1520                         *CURRENT SURVEY CONTROL
 LH1520  ___________________________________________________________________
 LH1520* NAD 83(1986)-  40 59 53.     (N)    098 35 16.     (W)     SCALED    
 LH1520* NAVD 88     -       592.18   (meters)    1942.8    (feet)  RESET     
 LH1520  ___________________________________________________________________
 LH1520  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH1520
 LH1520  VERT ORDER  -  THIRD
 LH1520
 LH1520.The horizontal coordinates were scaled from a topographic map and have
 LH1520.an estimated accuracy of +/- 6 seconds.
 LH1520
 LH1520.The orthometric height was computed from unverified reset data.
 LH1520.No vertical observational check was made to the station.
 LH1520
 LH1520.The geoid height was determined by GEOID03.
 LH1520
 LH1520;                    North         East    Units  Estimated Accuracy
 LH1520;SPC NE       -   130,290.      618,780.      MT  (+/- 180 meters Scaled)
 LH1520
 LH1520                          SUPERSEDED SURVEY CONTROL
 LH1520
 LH1520  NGVD 29 (08/02/06)  591.94   (m)         1942.1    (f) RESET       3  
 LH1520
 LH1520.Superseded values are not recommended for survey control.
 LH1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1520.See file dsdata.txt to determine how the superseded data were derived.
 LH1520
 LH1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL346386(NAD 83)
 LH1520_MARKER: DV = VERTICAL CONTROL DISK
 LH1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1520_SP_SET: CONCRETE POST
 LH1520_STAMPING: P 284 RESET 1983
 LH1520_MARK LOGO: NGS   
 LH1520_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1520+STABILITY: SURFACE MOTION
 LH1520
 LH1520  HISTORY     - Date     Condition        Report By
 LH1520  HISTORY     - 1983     MONUMENTED       NGS
 LH1520
 LH1520                          STATION DESCRIPTION
 LH1520
 LH1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LH1520'1.61 KM (1.00 MI) EAST ALONG STATE HIGHWAY 2, FROM THE JUNCTION WITH
 LH1520'STATE HIGHWAY 11 AT CAIRO, AT A CROSSROAD, 35.36 M (116.01 FT) SOUTH
 LH1520'OF THE CENTERLINE OF THE HIGHWAY, 11.15 M (36.58 FT) EAST OF THE
 LH1520'CENTERLINE OF A PAVED ROAD, 1.56 M (5.12 FT) NORTHEAST OF A FENCE
 LH1520'CORNER POST, 0.40 M (1.31 FT) WEST OF A WITNESS POST, SET IN THE TOP
 LH1520'OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE AND IS
 LH1520'ABOUT 0.6 M (2.0 FT) LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0404 ***********************************************************************
 ML0404  DESIGNATION -  P 285
 ML0404  PID         -  ML0404
 ML0404  STATE/COUNTY-  NE/SHERMAN
 ML0404  USGS QUAD   -  ASHTON (1954)
 ML0404
 ML0404                         *CURRENT SURVEY CONTROL
 ML0404  ___________________________________________________________________
 ML0404* NAD 83(1986)-  41 11 30.     (N)    098 47 11.     (W)     SCALED    
 ML0404* NAVD 88     -       645.365  (meters)    2117.34   (feet)  ADJUSTED  
 ML0404  ___________________________________________________________________
 ML0404  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 ML0404  DYNAMIC HT  -         645.035 (meters)    2116.25  (feet)  COMP
 ML0404  MODELED GRAV-     980,091.0   (mgal)                       NAVD 88
 ML0404
 ML0404  VERT ORDER  -  SECOND    CLASS 0
 ML0404
 ML0404.The horizontal coordinates were scaled from a topographic map and have
 ML0404.an estimated accuracy of +/- 6 seconds.
 ML0404
 ML0404.The orthometric height was determined by differential leveling
 ML0404.and adjusted by the National Geodetic Survey in June 1991..
 ML0404
 ML0404.The geoid height was determined by GEOID03.
 ML0404
 ML0404.The dynamic height is computed by dividing the NAVD 88
 ML0404.geopotential number by the normal gravity value computed on the
 ML0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0404.degrees latitude (g = 980.6199 gals.).
 ML0404
 ML0404.The modeled gravity was interpolated from observed gravity values.
 ML0404
 ML0404;                    North         East    Units  Estimated Accuracy
 ML0404;SPC NE       -   151,520.      601,770.      MT  (+/- 180 meters Scaled)
 ML0404
 ML0404                          SUPERSEDED SURVEY CONTROL
 ML0404
 ML0404  NGVD 29 (??/??/92)  645.122  (m)         2116.54   (f) ADJ UNCH    2 0
 ML0404
 ML0404.Superseded values are not recommended for survey control.
 ML0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0404.See file dsdata.txt to determine how the superseded data were derived.
 ML0404
 ML0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL179600(NAD 83)
 ML0404_MARKER: DB = BENCH MARK DISK
 ML0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0404_SP_SET: CONCRETE POST
 ML0404_STAMPING: P 285 1949
 ML0404_MARK LOGO: CGS   
 ML0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0404+STABILITY: SURFACE MOTION
 ML0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ML0404+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1989
 ML0404
 ML0404  HISTORY     - Date     Condition        Report By
 ML0404  HISTORY     - 1949     MONUMENTED       CGS
 ML0404  HISTORY     - 19890811 MARK NOT FOUND   LOCSUR
 ML0404
 ML0404                          STATION DESCRIPTION
 ML0404
 ML0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0404'4.3 MI S FROM ASHTON.
 ML0404'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 ML0404'ASHTON, THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE
 ML0404'3.0 MILES SOUTH ALONG A COUNTY ROAD, AT THE NORTHWEST CORNER
 ML0404'OF SECTION 14, T. 14 N., R. 13 W., IN THE SOUTHEAST QUARTER
 ML0404'OF A PUBLIC ROAD CROSSING, 61 FEET SOUTHEAST OF R.E.A. POLE
 ML0404'NO. 32, 41 AND 33, 60 FEET SOUTH OF THE CENTER LINE OF THE
 ML0404'EAST-WEST ROAD, 23 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 ML0404'ROAD, 22 FEET SOUTH OF A CORNER FENCE POST, 1 FOOT EAST OF A
 ML0404'FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 ML0404'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 ML0404'ABOVE THE GROUND.
 ML0404
 ML0404                          STATION RECOVERY (1989)
 ML0404
 ML0404'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 ML0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1195 ***********************************************************************
 ML1195  DESIGNATION -  P 285 RESET
 ML1195  PID         -  ML1195
 ML1195  STATE/COUNTY-  NE/SHERMAN
 ML1195  USGS QUAD   -  ASHTON (1954)
 ML1195
 ML1195                         *CURRENT SURVEY CONTROL
 ML1195  ___________________________________________________________________
 ML1195* NAD 83(1986)-  41 11 30.     (N)    098 47 11.     (W)     SCALED    
 ML1195* NAVD 88     -       646.37   (meters)    2120.6    (feet)  RESET     
 ML1195  ___________________________________________________________________
 ML1195  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 ML1195
 ML1195  VERT ORDER  -  THIRD
 ML1195
 ML1195.The horizontal coordinates were scaled from a topographic map and have
 ML1195.an estimated accuracy of +/- 6 seconds.
 ML1195
 ML1195.The orthometric height was computed from unverified reset data.
 ML1195.No vertical observational check was made to the station.
 ML1195
 ML1195.The geoid height was determined by GEOID03.
 ML1195
 ML1195;                    North         East    Units  Estimated Accuracy
 ML1195;SPC NE       -   151,520.      601,770.      MT  (+/- 180 meters Scaled)
 ML1195
 ML1195                          SUPERSEDED SURVEY CONTROL
 ML1195
 ML1195  NGVD 29 (08/02/06)  646.12   (m)         2119.8    (f) RESET       3  
 ML1195
 ML1195.Superseded values are not recommended for survey control.
 ML1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1195.See file dsdata.txt to determine how the superseded data were derived.
 ML1195
 ML1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL179600(NAD 83)
 ML1195_MARKER: DB = BENCH MARK DISK
 ML1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1195_SP_SET: CONCRETE POST
 ML1195_STAMPING: P 285 RESET 1989
 ML1195_MARK LOGO: NGS   
 ML1195_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1195+STABILITY: SURFACE MOTION
 ML1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1195+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ML1195
 ML1195  HISTORY     - Date     Condition        Report By
 ML1195  HISTORY     - 1989     MONUMENTED       LOCENG
 ML1195
 ML1195                          STATION DESCRIPTION
 ML1195
 ML1195'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 ML1195'TO REACH THE MARK FROM THE POST OFFICE IN ASHTON, GO SOUTH ON A COUNTY
 ML1195'ROAD FOR 1.29 KM (0.80 MI).  TURN LEFT AND GO EAST ON A COUNTY ROAD
 ML1195'FOR 0.8 KM (0.50 MI), TURN RIGHT AND GO SOUTH ON A COUNTY ROAD FOR
 ML1195'4.83 KM (3.00 MI) TO A CROSSROAD AND THE MARK IN THE SOUTHWEST ANGLE
 ML1195'OF THE INTERSECTION.  THE MARK IS AT THE NORTHWEST CORNER OF SEC14,
 ML1195'T14N, R13W, 17.07 M (56.0 FT) SOUTH FROM THE CENTERLINE OF THE
 ML1195'EAST/WEST ROAD AND 9.14 M (30.0 FT) EAST FROM THE CENTERLINE OF THE
 ML1195'NORTH/SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0097 ***********************************************************************
 LH0097  DESIGNATION -  P 286
 LH0097  PID         -  LH0097
 LH0097  STATE/COUNTY-  NE/HALL
 LH0097  USGS QUAD   -  ALDA (1993)
 LH0097
 LH0097                         *CURRENT SURVEY CONTROL
 LH0097  ___________________________________________________________________
 LH0097* NAD 83(1986)-  40 48 16.     (N)    098 29 36.     (W)     SCALED    
 LH0097* NAVD 88     -       584.972  (meters)    1919.20   (feet)  ADJUSTED  
 LH0097  ___________________________________________________________________
 LH0097  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 LH0097  DYNAMIC HT  -         584.656 (meters)    1918.16  (feet)  COMP
 LH0097  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 LH0097
 LH0097  VERT ORDER  -  SECOND    CLASS 0
 LH0097
 LH0097.The horizontal coordinates were scaled from a topographic map and have
 LH0097.an estimated accuracy of +/- 6 seconds.
 LH0097
 LH0097.The orthometric height was determined by differential leveling
 LH0097.and adjusted by the National Geodetic Survey in June 1991..
 LH0097
 LH0097.The geoid height was determined by GEOID03.
 LH0097
 LH0097.The dynamic height is computed by dividing the NAVD 88
 LH0097.geopotential number by the normal gravity value computed on the
 LH0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0097.degrees latitude (g = 980.6199 gals.).
 LH0097
 LH0097.The modeled gravity was interpolated from observed gravity values.
 LH0097
 LH0097;                    North         East    Units  Estimated Accuracy
 LH0097;SPC NE       -   108,930.      627,100.      MT  (+/- 180 meters Scaled)
 LH0097
 LH0097                          SUPERSEDED SURVEY CONTROL
 LH0097
 LH0097  NGVD 29 (??/??/92)  584.724  (m)         1918.38   (f) ADJ UNCH    2 0
 LH0097
 LH0097.Superseded values are not recommended for survey control.
 LH0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0097.See file dsdata.txt to determine how the superseded data were derived.
 LH0097
 LH0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL427171(NAD 83)
 LH0097_MARKER: DB = BENCH MARK DISK
 LH0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0097_STAMPING: P 286 1949
 LH0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0097+STABILITY: SURFACE MOTION
 LH0097
 LH0097  HISTORY     - Date     Condition        Report By
 LH0097  HISTORY     - 1949     MONUMENTED       CGS
 LH0097
 LH0097                          STATION DESCRIPTION
 LH0097
 LH0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0097'4 MI SW FROM ALDA.
 LH0097'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0097'RAILROAD STATION AT ALDA, THENCE 0.8 MILE SOUTH ALONG A GRAVELED
 LH0097'ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.7
 LH0097'MILES SOUTH ALONG A GRAVELED ROAD, AT THE FARM HOME OF LOYAL
 LH0097'DENMAN AND OCCUPIED BY JOHN KRULL, 272.0 FEET WEST OF THE
 LH0097'SOUTHWEST CORNER OF THE HOUSE, 156 FEET EAST OF THE CENTER LINE
 LH0097'OF A NORTH-SOUTH ROAD, 24 FEET SOUTH OF THE CENTER LINE OF A
 LH0097'PRIVATE DRIVEWAY, 2.2 FEET SOUTH OF A FENCE, 1.6 FEET SOUTH OF A
 LH0097'REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 LH0097'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0476 ***********************************************************************
 LH0476  DESIGNATION -  P 287
 LH0476  PID         -  LH0476
 LH0476  STATE/COUNTY-  NE/BUFFALO
 LH0476  USGS QUAD   -  GIBBON SOUTH (1993)
 LH0476
 LH0476                         *CURRENT SURVEY CONTROL
 LH0476  ___________________________________________________________________
 LH0476* NAD 83(1986)-  40 43 38.     (N)    098 50 41.     (W)     SCALED    
 LH0476* NAVD 88     -       627.260  (meters)    2057.94   (feet)  ADJUSTED  
 LH0476  ___________________________________________________________________
 LH0476  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 LH0476  DYNAMIC HT  -         626.910 (meters)    2056.79  (feet)  COMP
 LH0476  MODELED GRAV-     980,045.7   (mgal)                       NAVD 88
 LH0476
 LH0476  VERT ORDER  -  SECOND    CLASS 0
 LH0476
 LH0476.The horizontal coordinates were scaled from a topographic map and have
 LH0476.an estimated accuracy of +/- 6 seconds.
 LH0476
 LH0476.The orthometric height was determined by differential leveling
 LH0476.and adjusted by the National Geodetic Survey in June 1991..
 LH0476
 LH0476.The geoid height was determined by GEOID03.
 LH0476
 LH0476.The dynamic height is computed by dividing the NAVD 88
 LH0476.geopotential number by the normal gravity value computed on the
 LH0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0476.degrees latitude (g = 980.6199 gals.).
 LH0476
 LH0476.The modeled gravity was interpolated from observed gravity values.
 LH0476
 LH0476;                    North         East    Units  Estimated Accuracy
 LH0476;SPC NE       -    99,900.      597,570.      MT  (+/- 180 meters Scaled)
 LH0476
 LH0476                          SUPERSEDED SURVEY CONTROL
 LH0476
 LH0476  NGVD 29 (??/??/92)  627.002  (m)         2057.09   (f) ADJ UNCH    2 0
 LH0476
 LH0476.Superseded values are not recommended for survey control.
 LH0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0476.See file dsdata.txt to determine how the superseded data were derived.
 LH0476
 LH0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL131084(NAD 83)
 LH0476_MARKER: DB = BENCH MARK DISK
 LH0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0476_STAMPING: P 287 1949
 LH0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0476+STABILITY: SURFACE MOTION
 LH0476
 LH0476  HISTORY     - Date     Condition        Report By
 LH0476  HISTORY     - 1949     MONUMENTED       CGS
 LH0476
 LH0476                          STATION DESCRIPTION
 LH0476
 LH0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0476'1.2 MI S FROM GIBBON.
 LH0476'1.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 LH0476'GIBBON, AT THE FARM HOME OF MRS. B.O. CHAPMAN AND OCCUPIED BY
 LH0476'R.W. SPENCER, 214 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 LH0476'ROAD, 183 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 LH0476'80.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 1.7
 LH0476'FEET NORTH OF THE NORTHWEST CORNER OF THE GARAGE, AND SET IN THE
 LH0476'TOP OF A 10-FOOT CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LH0476'OF THE GROUND AND WELDED ON THE END OF AN 8-FOOT SECTION OF
 LH0476'REINFORCING STEEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0505 ***********************************************************************
 LH0505  DESIGNATION -  P 288
 LH0505  PID         -  LH0505
 LH0505  STATE/COUNTY-  NE/KEARNEY
 LH0505  USGS QUAD   -  DENMAN (1993)
 LH0505
 LH0505                         *CURRENT SURVEY CONTROL
 LH0505  ___________________________________________________________________
 LH0505* NAD 83(1986)-  40 37 31.     (N)    098 43 28.     (W)     SCALED    
 LH0505* NAVD 88     -       638.293  (meters)    2094.13   (feet)  ADJUSTED  
 LH0505  ___________________________________________________________________
 LH0505  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 LH0505  DYNAMIC HT  -         637.933 (meters)    2092.95  (feet)  COMP
 LH0505  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 LH0505
 LH0505  VERT ORDER  -  SECOND    CLASS 0
 LH0505
 LH0505.The horizontal coordinates were scaled from a topographic map and have
 LH0505.an estimated accuracy of +/- 6 seconds.
 LH0505
 LH0505.The orthometric height was determined by differential leveling
 LH0505.and adjusted by the National Geodetic Survey in June 1991..
 LH0505
 LH0505.The geoid height was determined by GEOID03.
 LH0505
 LH0505.The dynamic height is computed by dividing the NAVD 88
 LH0505.geopotential number by the normal gravity value computed on the
 LH0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0505.degrees latitude (g = 980.6199 gals.).
 LH0505
 LH0505.The modeled gravity was interpolated from observed gravity values.
 LH0505
 LH0505;                    North         East    Units  Estimated Accuracy
 LH0505;SPC NE       -    88,730.      607,900.      MT  (+/- 180 meters Scaled)
 LH0505
 LH0505                          SUPERSEDED SURVEY CONTROL
 LH0505
 LH0505  NGVD 29 (??/??/92)  638.044  (m)         2093.32   (f) ADJ UNCH    2 0
 LH0505
 LH0505.Superseded values are not recommended for survey control.
 LH0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0505.See file dsdata.txt to determine how the superseded data were derived.
 LH0505
 LH0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK233971(NAD 83)
 LH0505_MARKER: DB = BENCH MARK DISK
 LH0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0505_STAMPING: P 288 1949
 LH0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0505+STABILITY: SURFACE MOTION
 LH0505
 LH0505  HISTORY     - Date     Condition        Report By
 LH0505  HISTORY     - 1949     MONUMENTED       CGS
 LH0505
 LH0505                          STATION DESCRIPTION
 LH0505
 LH0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0505'5.1 MI S FROM DENMAN.
 LH0505'5.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0505'AT DENMAN, AT THE FARM HOME OF J.L. HAWES, 254 FEET SOUTH OF
 LH0505'THE CENTER LINE OF AN EAST-WEST ROAD, 107 FEET WEST OF THE CENTER
 LH0505'LINE OF A NORTH-SOUTH ROAD, 83 FEET NORTH OF THE CENTER LINE
 LH0505'OF A PRIVATE DRIVEWAY, 1.5 FEET NORTH OF THE NORTHEAST CORNER
 LH0505'OF THE GARAGE, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 LH0505'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0468 ***********************************************************************
 LH0468  DESIGNATION -  P 289
 LH0468  PID         -  LH0468
 LH0468  STATE/COUNTY-  NE/BUFFALO
 LH0468  USGS QUAD   -  NEWARK (1993)
 LH0468
 LH0468                         *CURRENT SURVEY CONTROL
 LH0468  ___________________________________________________________________
 LH0468* NAD 83(1986)-  40 40 59.     (N)    098 57 03.     (W)     SCALED    
 LH0468* NAVD 88     -       639.178  (meters)    2097.04   (feet)  ADJUSTED  
 LH0468  ___________________________________________________________________
 LH0468  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 LH0468  DYNAMIC HT  -         638.815 (meters)    2095.85  (feet)  COMP
 LH0468  MODELED GRAV-     980,036.1   (mgal)                       NAVD 88
 LH0468
 LH0468  VERT ORDER  -  SECOND    CLASS 0
 LH0468
 LH0468.The horizontal coordinates were scaled from a topographic map and have
 LH0468.an estimated accuracy of +/- 6 seconds.
 LH0468
 LH0468.The orthometric height was determined by differential leveling
 LH0468.and adjusted by the National Geodetic Survey in June 1991..
 LH0468
 LH0468.The geoid height was determined by GEOID03.
 LH0468
 LH0468.The dynamic height is computed by dividing the NAVD 88
 LH0468.geopotential number by the normal gravity value computed on the
 LH0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0468.degrees latitude (g = 980.6199 gals.).
 LH0468
 LH0468.The modeled gravity was interpolated from observed gravity values.
 LH0468
 LH0468;                    North         East    Units  Estimated Accuracy
 LH0468;SPC NE       -    94,880.      588,670.      MT  (+/- 180 meters Scaled)
 LH0468
 LH0468                          SUPERSEDED SURVEY CONTROL
 LH0468
 LH0468  NGVD 29 (??/??/92)  638.919  (m)         2096.19   (f) ADJ UNCH    2 0
 LH0468
 LH0468.Superseded values are not recommended for survey control.
 LH0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0468.See file dsdata.txt to determine how the superseded data were derived.
 LH0468
 LH0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL041035(NAD 83)
 LH0468_MARKER: DB = BENCH MARK DISK
 LH0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0468_SP_SET: BRIDGE ABUTMENT
 LH0468_STAMPING: P 289 1949
 LH0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0468
 LH0468  HISTORY     - Date     Condition        Report By
 LH0468  HISTORY     - 1949     MONUMENTED       CGS
 LH0468
 LH0468                          STATION DESCRIPTION
 LH0468
 LH0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0468'10.4 MI NE FROM KEARNEY.
 LH0468'7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE MONUMENT AT
 LH0468'THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 10 AT KEARNEY,
 LH0468'THENCE 2.85 MILES SOUTH ALONG A GRAVELED ROAD, SET IN THE TOP
 LH0468'OF THE WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE OVER THE
 LH0468'NORTH CHANNEL OF THE PLATTE RIVER, 11 FEET WEST OF THE CENTER
 LH0468'LINE OF THE ROAD, 2.6 FEET WEST OF THE SOUTH END OF THE WEST
 LH0468'BANNISTER OF THE BRIDGE, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 LH0468'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0850 ***********************************************************************
 MK0850  DESIGNATION -  P 290
 MK0850  PID         -  MK0850
 MK0850  STATE/COUNTY-  NE/CASS
 MK0850  USGS QUAD   -  ASHLAND EAST (1983)
 MK0850
 MK0850                         *CURRENT SURVEY CONTROL
 MK0850  ___________________________________________________________________
 MK0850* NAD 83(1986)-  41 00 52.     (N)    096 20 59.     (W)     SCALED    
 MK0850* NAVD 88     -       377.783  (meters)    1239.44   (feet)  ADJUSTED  
 MK0850  ___________________________________________________________________
 MK0850  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 MK0850  DYNAMIC HT  -         377.630 (meters)    1238.94  (feet)  COMP
 MK0850  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 MK0850
 MK0850  VERT ORDER  -  SECOND    CLASS 0
 MK0850
 MK0850.The horizontal coordinates were scaled from a topographic map and have
 MK0850.an estimated accuracy of +/- 6 seconds.
 MK0850
 MK0850.The orthometric height was determined by differential leveling
 MK0850.and adjusted by the National Geodetic Survey in June 1991..
 MK0850
 MK0850.The geoid height was determined by GEOID03.
 MK0850
 MK0850.The dynamic height is computed by dividing the NAVD 88
 MK0850.geopotential number by the normal gravity value computed on the
 MK0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0850.degrees latitude (g = 980.6199 gals.).
 MK0850
 MK0850.The modeled gravity was interpolated from observed gravity values.
 MK0850
 MK0850;                    North         East    Units  Estimated Accuracy
 MK0850;SPC NE       -   137,610.      806,870.      MT  (+/- 180 meters Scaled)
 MK0850
 MK0850                          SUPERSEDED SURVEY CONTROL
 MK0850
 MK0850  NGVD 29 (??/??/92)  377.681  (m)         1239.11   (f) ADJ UNCH    2 0
 MK0850
 MK0850.Superseded values are not recommended for survey control.
 MK0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0850.See file dsdata.txt to determine how the superseded data were derived.
 MK0850
 MK0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL228437(NAD 83)
 MK0850_MARKER: DB = BENCH MARK DISK
 MK0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0850_STAMPING: P 290 1950
 MK0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0850+STABILITY: SURFACE MOTION
 MK0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0850+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2001
 MK0850
 MK0850  HISTORY     - Date     Condition        Report By
 MK0850  HISTORY     - 1950     MONUMENTED       CGS
 MK0850  HISTORY     - 20010212 GOOD             INDIV
 MK0850
 MK0850                          STATION DESCRIPTION
 MK0850
 MK0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0850'2.3 MI SE FROM ASHLAND.
 MK0850'0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE LINCOLN WATER
 MK0850'WORKS AT ASHLAND, THENCE 2.0 MILES SOUTHEAST ALONG A GRAVELED
 MK0850'ROAD, AT A T ROAD JUNCTION, 76 FEET NORTH OF THE NORTHEAST
 MK0850'CORNER OF THE IVAN E. ARMSTRONG FARMHOUSE, 161 FEET SOUTHWEST
 MK0850'OF THE JUNCTION OF THE CENTER LINES OF THE TWO ROADS, 71 FEET
 MK0850'WEST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 37 FEET
 MK0850'NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.5 FEET SOUTH
 MK0850'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MK0850'WITH THE GROUND.
 MK0850
 MK0850                          STATION RECOVERY (2001)
 MK0850
 MK0850'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLB)
 MK0850'RECOVERED IN GOOD CONDITION  BEST FOUND FORM THE INTERSECTION OF 262ND
 MK0850'STREET AND WEST PARK HWY SOUTH FOR 0.1 OF A MILE   FROM THE MONUMENT
 MK0850'WEST 75 FT TO CL OF ROAD  NORTH 33 FT TO PRIVATE DRIVE  3.5 FT WEST TO
 MK0850'OAK TREE   22.5 FT EAST TO OAK TREE  NO WITNESS POST WAS FOUND NEAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0515 ***********************************************************************
 LH0515  DESIGNATION -  P 292
 LH0515  PID         -  LH0515
 LH0515  STATE/COUNTY-  NE/BUFFALO
 LH0515  USGS QUAD   -  KEARNEY (1983)
 LH0515
 LH0515                         *CURRENT SURVEY CONTROL
 LH0515  ___________________________________________________________________
 LH0515* NAD 83(1986)-  40 43 51.     (N)    099 00 43.     (W)     SCALED    
 LH0515* NAVD 88     -       648.976  (meters)    2129.18   (feet)  ADJUSTED  
 LH0515  ___________________________________________________________________
 LH0515  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 LH0515  DYNAMIC HT  -         648.614 (meters)    2127.99  (feet)  COMP
 LH0515  MODELED GRAV-     980,044.8   (mgal)                       NAVD 88
 LH0515
 LH0515  VERT ORDER  -  FIRST     CLASS II
 LH0515
 LH0515.This mark is at Kearney Municipal Airport (EAR)
 LH0515
 LH0515.The horizontal coordinates were scaled from a topographic map and have
 LH0515.an estimated accuracy of +/- 6 seconds.
 LH0515
 LH0515.The orthometric height was determined by differential leveling
 LH0515.and adjusted by the National Geodetic Survey in June 1991..
 LH0515
 LH0515.The geoid height was determined by GEOID03.
 LH0515
 LH0515.The dynamic height is computed by dividing the NAVD 88
 LH0515.geopotential number by the normal gravity value computed on the
 LH0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0515.degrees latitude (g = 980.6199 gals.).
 LH0515
 LH0515.The modeled gravity was interpolated from observed gravity values.
 LH0515
 LH0515;                    North         East    Units  Estimated Accuracy
 LH0515;SPC NE       -   100,130.      583,450.      MT  (+/- 180 meters Scaled)
 LH0515
 LH0515                          SUPERSEDED SURVEY CONTROL
 LH0515
 LH0515  NGVD 29 (02/14/92)  648.711  (m)         2128.31   (f) ADJUSTED    1 2
 LH0515
 LH0515.Superseded values are not recommended for survey control.
 LH0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0515.See file dsdata.txt to determine how the superseded data were derived.
 LH0515
 LH0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML989088(NAD 83)
 LH0515_MARKER: DB = BENCH MARK DISK
 LH0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0515_SP_SET: CONCRETE POST
 LH0515_STAMPING: P 292 1949
 LH0515_MARK LOGO: CGS   
 LH0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0515+STABILITY: SURFACE MOTION
 LH0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0515+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 LH0515
 LH0515  HISTORY     - Date     Condition        Report By
 LH0515  HISTORY     - 1949     MONUMENTED       CGS
 LH0515  HISTORY     - 1971     GOOD             NGS
 LH0515  HISTORY     - 19910925 GOOD             NGS
 LH0515  HISTORY     - 20050308 GOOD             NEDR
 LH0515
 LH0515                          STATION DESCRIPTION
 LH0515
 LH0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0515'4.9 MI E FROM KEARNEY.
 LH0515'3.5 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE MONUMENT AT
 LH0515'THE JUNCTION OF U.S. HIGHWAY NO. 30 AND STATE HIGHWAY NO. 10 AT
 LH0515'KEARNEY, THENCE 1.4 MILES NORTH INTO THE KEARNEY ARMY AIR BASE,
 LH0515'0.4 MILE NORTH OF THE CONTROL TOWER, 95 FEET SOUTH OF THE CENTER
 LH0515'OF THE EAST ENTRANCE OF THE MOST NORTHERLY HANGAR, 15 FEET
 LH0515'SOUTH OF THE SOUTH EDGE OF THE CONCRETE APRON, 1.4 FEET EAST
 LH0515'OF THE SOUTHEAST CORNER OF THE HANGAR, SET IN THE TOP OF A
 LH0515'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 LH0515'THE GROUND.
 LH0515
 LH0515                          STATION RECOVERY (1971)
 LH0515
 LH0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LH0515'RECOVERED IN GOOD CONDITION.
 LH0515
 LH0515                          STATION RECOVERY (1991)
 LH0515
 LH0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0515'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH0515'STATE HIGHWAY 44 IN KEARNEY, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG
 LH0515'A ROAD LEADING TO KEARNEY MUNICIPAL AIRPORT, THENCE 0.1 KM (0.05 MI)
 LH0515'EASTERLY ALONG A DIRT ROAD, 71.8 M (235.6 FT) NORTH OF AND LEVEL WITH
 LH0515'THE ROAD CENTER, 35.2 M (115.5 FT) WEST OF THE SOUTHWEST CORNER OF
 LH0515'HANGAR A, 34.8 M (114.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 LH0515'HANGAR B, 0.3 M (1.0 FT) EAST OF THE SOUTHEAST CORNER OF AN ABANDONED
 LH0515'HANGAR, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 LH0515'FLUSH WITH THE GROUND SURFACE.
 LH0515
 LH0515                          STATION RECOVERY (2005)
 LH0515
 LH0515'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0617 ***********************************************************************
 LH0617  DESIGNATION -  P 293
 LH0617  PID         -  LH0617
 LH0617  STATE/COUNTY-  NE/BUFFALO
 LH0617  USGS QUAD   -  PLEASANTON NW (1962)
 LH0617
 LH0617                         *CURRENT SURVEY CONTROL
 LH0617  ___________________________________________________________________
 LH0617* NAD 83(1986)-  40 57 36.     (N)    099 13 02.     (W)     SCALED    
 LH0617* NAVD 88     -       664.456  (meters)    2179.97   (feet)  ADJUSTED  
 LH0617  ___________________________________________________________________
 LH0617  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 LH0617  DYNAMIC HT  -         664.090 (meters)    2178.77  (feet)  COMP
 LH0617  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 LH0617
 LH0617  VERT ORDER  -  SECOND    CLASS 0
 LH0617
 LH0617.The horizontal coordinates were scaled from a topographic map and have
 LH0617.an estimated accuracy of +/- 6 seconds.
 LH0617
 LH0617.The orthometric height was determined by differential leveling
 LH0617.and adjusted by the National Geodetic Survey in June 1991..
 LH0617
 LH0617.The geoid height was determined by GEOID03.
 LH0617
 LH0617.The dynamic height is computed by dividing the NAVD 88
 LH0617.geopotential number by the normal gravity value computed on the
 LH0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0617.degrees latitude (g = 980.6199 gals.).
 LH0617
 LH0617.The modeled gravity was interpolated from observed gravity values.
 LH0617
 LH0617;                    North         East    Units  Estimated Accuracy
 LH0617;SPC NE       -   125,390.      565,880.      MT  (+/- 180 meters Scaled)
 LH0617
 LH0617                          SUPERSEDED SURVEY CONTROL
 LH0617
 LH0617  NGVD 29 (??/??/92)  664.207  (m)         2179.15   (f) ADJ UNCH    2 0
 LH0617
 LH0617.Superseded values are not recommended for survey control.
 LH0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0617.See file dsdata.txt to determine how the superseded data were derived.
 LH0617
 LH0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML817343(NAD 83)
 LH0617_MARKER: DB = BENCH MARK DISK
 LH0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0617_STAMPING: P 293 1949
 LH0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0617+STABILITY: SURFACE MOTION
 LH0617
 LH0617  HISTORY     - Date     Condition        Report By
 LH0617  HISTORY     - 1949     MONUMENTED       CGS
 LH0617
 LH0617                          STATION DESCRIPTION
 LH0617
 LH0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0617'9.2 MI W FROM PLEASANTON.
 LH0617'0.7 MILE NORTH ALONG STATE HIGHWAY NO. 10 FROM THE BRIDGE OVER
 LH0617'THE SOUTH LOUP RIVER AT PLEASANTON, THENCE 8.5 MILES WEST ALONG
 LH0617'A COUNTY ROAD, AT THE SOUTHEAST CORNER OF SECTION 35, T. 12 N.,
 LH0617'R. 17 W., IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING,
 LH0617'92 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 67 FEET
 LH0617'NORTHWEST OF THE CENTER LINE OF THE SOUTH END OF A PIPE CULVERT,
 LH0617'57 FEET WEST OF A CORNER FENCE POST, 34 FEET NORTH OF THE CENTER
 LH0617'LINE OF THE EAST-WEST ROAD, 1 FOOT NORTH OF A FENCE, 2.5 FEET
 LH0617'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 LH0617'POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE
 LH0617'GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE EAST OF
 LH0617'BENCH MARK N 293.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0627 ***********************************************************************
 LH0627  DESIGNATION -  P 294
 LH0627  PID         -  LH0627
 LH0627  STATE/COUNTY-  NE/BUFFALO
 LH0627  USGS QUAD   -  AMHERST (1983)
 LH0627
 LH0627                         *CURRENT SURVEY CONTROL
 LH0627  ___________________________________________________________________
 LH0627* NAD 83(1986)-  40 51 32.     (N)    099 15 15.     (W)     SCALED    
 LH0627* NAVD 88     -       710.848  (meters)    2332.17   (feet)  ADJUSTED  
 LH0627  ___________________________________________________________________
 LH0627  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 LH0627  DYNAMIC HT  -         710.444 (meters)    2330.85  (feet)  COMP
 LH0627  MODELED GRAV-     980,031.8   (mgal)                       NAVD 88
 LH0627
 LH0627  VERT ORDER  -  SECOND    CLASS 0
 LH0627
 LH0627.The horizontal coordinates were scaled from a topographic map and have
 LH0627.an estimated accuracy of +/- 6 seconds.
 LH0627
 LH0627.The orthometric height was determined by differential leveling
 LH0627.and adjusted by the National Geodetic Survey in June 1991..
 LH0627
 LH0627.The geoid height was determined by GEOID03.
 LH0627
 LH0627.The dynamic height is computed by dividing the NAVD 88
 LH0627.geopotential number by the normal gravity value computed on the
 LH0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0627.degrees latitude (g = 980.6199 gals.).
 LH0627
 LH0627.The modeled gravity was interpolated from observed gravity values.
 LH0627
 LH0627;                    North         East    Units  Estimated Accuracy
 LH0627;SPC NE       -   114,140.      562,870.      MT  (+/- 180 meters Scaled)
 LH0627
 LH0627                          SUPERSEDED SURVEY CONTROL
 LH0627
 LH0627  NGVD 29 (??/??/92)  710.590  (m)         2331.33   (f) ADJ UNCH    2 0
 LH0627
 LH0627.Superseded values are not recommended for survey control.
 LH0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0627.See file dsdata.txt to determine how the superseded data were derived.
 LH0627
 LH0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML785231(NAD 83)
 LH0627_MARKER: DB = BENCH MARK DISK
 LH0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0627_STAMPING: P 294 1949
 LH0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0627+STABILITY: SURFACE MOTION
 LH0627
 LH0627  HISTORY     - Date     Condition        Report By
 LH0627  HISTORY     - 1949     MONUMENTED       CGS
 LH0627
 LH0627                          STATION DESCRIPTION
 LH0627
 LH0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0627'1.9 MI N FROM AMHERST.
 LH0627'1.9 MILES NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0627'AMHERST, AT THE SOUTHWEST CORNER OF SECTION 3, T. 10 N.,
 LH0627'R. 17 W., AT A T-JUNCTION OF ROADS, 227 FEET EAST OF THE CENTER
 LH0627'LINE OF THE NORTH-SOUTH ROAD, 175 FEET EAST OF A CORNER FENCE
 LH0627'POST, 29 FEET NORTH OF THE CENTER LINE OF THE SIDE ROAD LEADING
 LH0627'EAST, 1.2 FEET SOUTH OF A FENCE, 1.1 FEET WEST OF A REFERENCE
 LH0627'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 LH0627'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0640 ***********************************************************************
 LH0640  DESIGNATION -  P 295
 LH0640  PID         -  LH0640
 LH0640  STATE/COUNTY-  NE/BUFFALO
 LH0640  USGS QUAD   -  RIVERDALE (1962)
 LH0640
 LH0640                         *CURRENT SURVEY CONTROL
 LH0640  ___________________________________________________________________
 LH0640* NAD 83(1986)-  40 46 56.     (N)    099 09 34.     (W)     SCALED    
 LH0640* NAVD 88     -       664.881  (meters)    2181.36   (feet)  ADJUSTED  
 LH0640  ___________________________________________________________________
 LH0640  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 LH0640  DYNAMIC HT  -         664.506 (meters)    2180.13  (feet)  COMP
 LH0640  MODELED GRAV-     980,039.8   (mgal)                       NAVD 88
 LH0640
 LH0640  VERT ORDER  -  SECOND    CLASS 0
 LH0640
 LH0640.The horizontal coordinates were scaled from a topographic map and have
 LH0640.an estimated accuracy of +/- 6 seconds.
 LH0640
 LH0640.The orthometric height was determined by differential leveling
 LH0640.and adjusted by the National Geodetic Survey in June 1991..
 LH0640
 LH0640.The geoid height was determined by GEOID03.
 LH0640
 LH0640.The dynamic height is computed by dividing the NAVD 88
 LH0640.geopotential number by the normal gravity value computed on the
 LH0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0640.degrees latitude (g = 980.6199 gals.).
 LH0640
 LH0640.The modeled gravity was interpolated from observed gravity values.
 LH0640
 LH0640;                    North         East    Units  Estimated Accuracy
 LH0640;SPC NE       -   105,700.      570,930.      MT  (+/- 180 meters Scaled)
 LH0640
 LH0640                          SUPERSEDED SURVEY CONTROL
 LH0640
 LH0640  NGVD 29 (??/??/92)  664.632  (m)         2180.55   (f) ADJ UNCH    2 0
 LH0640
 LH0640.Superseded values are not recommended for survey control.
 LH0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0640.See file dsdata.txt to determine how the superseded data were derived.
 LH0640
 LH0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML865145(NAD 83)
 LH0640_MARKER: DB = BENCH MARK DISK
 LH0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0640_STAMPING: P 295 1949
 LH0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0640+STABILITY: SURFACE MOTION
 LH0640
 LH0640  HISTORY     - Date     Condition        Report By
 LH0640  HISTORY     - 1949     MONUMENTED       CGS
 LH0640
 LH0640                          STATION DESCRIPTION
 LH0640
 LH0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0640'AT RIVERDALE.
 LH0640'AT RIVERDALE, AT THE SOUTHEAST EDGE OF THE TOWN, ABOUT 400 FEET
 LH0640'SOUTH OF THE PUBLIC SCHOOL, 39 FEET NORTHEAST OF THE CENTER
 LH0640'LINE OF STATE HIGHWAY NO. 40, 33 FEET EAST OF THE CENTER LINE
 LH0640'OF A NORTH-SOUTH ROAD, 4 FEET SOUTHEAST OF A POWER LINE GUY
 LH0640'POLE, 1.9 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 LH0640'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 LH0640'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0641 ***********************************************************************
 LH0641  DESIGNATION -  P 295 RESET
 LH0641  PID         -  LH0641
 LH0641  STATE/COUNTY-  NE/BUFFALO
 LH0641  USGS QUAD   -  RIVERDALE (1962)
 LH0641
 LH0641                         *CURRENT SURVEY CONTROL
 LH0641  ___________________________________________________________________
 LH0641* NAD 83(1986)-  40 46 54.     (N)    099 09 34.     (W)     SCALED    
 LH0641* NAVD 88     -       664.58   (meters)    2180.4    (feet)  RESET     
 LH0641  ___________________________________________________________________
 LH0641  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 LH0641
 LH0641  VERT ORDER  -  THIRD
 LH0641
 LH0641.The horizontal coordinates were scaled from a topographic map and have
 LH0641.an estimated accuracy of +/- 6 seconds.
 LH0641
 LH0641.The orthometric height was computed from unverified reset data.
 LH0641
 LH0641.The geoid height was determined by GEOID03.
 LH0641
 LH0641;                    North         East    Units  Estimated Accuracy
 LH0641;SPC NE       -   105,640.      570,930.      MT  (+/- 180 meters Scaled)
 LH0641
 LH0641                          SUPERSEDED SURVEY CONTROL
 LH0641
 LH0641  NGVD 29 (??/??/??)  664.33   (m)         2179.6    (f) RESET       3  
 LH0641
 LH0641.Superseded values are not recommended for survey control.
 LH0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0641.See file dsdata.txt to determine how the superseded data were derived.
 LH0641
 LH0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML865145(NAD 83)
 LH0641_MARKER: DB = BENCH MARK DISK
 LH0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0641_STAMPING: P 295 RESET 1958
 LH0641_MARK LOGO: CGS   
 LH0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0641+STABILITY: SURFACE MOTION
 LH0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0641+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 LH0641
 LH0641  HISTORY     - Date     Condition        Report By
 LH0641  HISTORY     - 1958     MONUMENTED       NEDR
 LH0641  HISTORY     - 1962     GOOD             NGS
 LH0641  HISTORY     - 1984     GOOD             LOCSUR
 LH0641  HISTORY     - 19930726 GOOD             NGS
 LH0641
 LH0641                          STATION DESCRIPTION
 LH0641
 LH0641'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1958
 LH0641'AT RIVERDALE.
 LH0641'AT RIVERDALE, AT THE SOUTHEAST EDGE OF TOWN, BETWEEN STATE
 LH0641'HIGHWAY 40 AND THE UNION PACIFIC RAILROAD TRACKS, ABOUT 470 FEET
 LH0641'SOUTH OF THE PUBLIC SCHOOL, 65 FEET WEST OF THE CENTERLINE OF
 LH0641'A NORTH-SOUTH ROAD, 40 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LH0641'HIGHWAY, 47.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LH0641'TRACK, 43 FEET WEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 LH0641'HEADWALL OF A CULVERT, 25.5 FEET EAST OF A TELEPHONE POLE, 52.5
 LH0641'FEET NORTHWEST OF A POWER POLE, 154 FEET SOUTH OF THE SOUTHWEST
 LH0641'CORNER OF A HOUSE, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0641'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE GROUND.
 LH0641
 LH0641                          STATION RECOVERY (1962)
 LH0641
 LH0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 LH0641'RECOVERED IN GOOD CONDITION.
 LH0641
 LH0641                          STATION RECOVERY (1984)
 LH0641
 LH0641'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LH0641'RECOVERED IN GOOD CONDITION.
 LH0641
 LH0641                          STATION RECOVERY (1993)
 LH0641
 LH0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0641'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0131 ***********************************************************************
 LG0131  DESIGNATION -  P 296
 LG0131  PID         -  LG0131
 LG0131  STATE/COUNTY-  NE/CASS
 LG0131  USGS QUAD   -  MANLEY (1966)
 LG0131
 LG0131                         *CURRENT SURVEY CONTROL
 LG0131  ___________________________________________________________________
 LG0131* NAD 83(1986)-  40 59 58.     (N)    096 09 39.     (W)     SCALED    
 LG0131* NAVD 88     -       318.078  (meters)    1043.56   (feet)  ADJUSTED  
 LG0131  ___________________________________________________________________
 LG0131  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 LG0131  DYNAMIC HT  -         317.947 (meters)    1043.13  (feet)  COMP
 LG0131  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 LG0131
 LG0131  VERT ORDER  -  SECOND    CLASS 0
 LG0131
 LG0131.The horizontal coordinates were scaled from a topographic map and have
 LG0131.an estimated accuracy of +/- 6 seconds.
 LG0131
 LG0131.The orthometric height was determined by differential leveling
 LG0131.and adjusted by the National Geodetic Survey in June 1991..
 LG0131
 LG0131.The geoid height was determined by GEOID03.
 LG0131
 LG0131.The dynamic height is computed by dividing the NAVD 88
 LG0131.geopotential number by the normal gravity value computed on the
 LG0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0131.degrees latitude (g = 980.6199 gals.).
 LG0131
 LG0131.The modeled gravity was interpolated from observed gravity values.
 LG0131
 LG0131;                    North         East    Units  Estimated Accuracy
 LG0131;SPC NE       -   136,640.      822,810.      MT  (+/- 180 meters Scaled)
 LG0131
 LG0131                          SUPERSEDED SURVEY CONTROL
 LG0131
 LG0131  NGVD 29 (??/??/92)  317.980  (m)         1043.24   (f) ADJ UNCH    2 0
 LG0131
 LG0131.Superseded values are not recommended for survey control.
 LG0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0131.See file dsdata.txt to determine how the superseded data were derived.
 LG0131
 LG0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL387425(NAD 83)
 LG0131_MARKER: DB = BENCH MARK DISK
 LG0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0131_STAMPING: P 296 1949
 LG0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0131+STABILITY: SURFACE MOTION
 LG0131
 LG0131  HISTORY     - Date     Condition        Report By
 LG0131  HISTORY     - 1949     MONUMENTED       CGS
 LG0131  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0131
 LG0131                          STATION DESCRIPTION
 LG0131
 LG0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0131'AT LOUISVILLE.
 LG0131'AT LOUISVILLE, AT THE MISSOURI PACIFIC RAILWAY STATION, 71 FEET
 LG0131'SOUTH OF THE CENTER LINE OF NEBRASKA STATE HIGHWAY 50, 13 FEET
 LG0131'EAST OF THE EAST RAIL OF THE MAIN TRACK, 1.8 FEET NORTHEAST OF
 LG0131'THE NORTHWEST CORNER OF THE STATION, SET IN THE TOP OF A 5-FOOT
 LG0131'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LG0131'NOTE-- STATION WAS REBUILT IN 1953 ACCORDING TO STATION AGENT,
 LG0131'DESCRIPTION PLACES BENCH MARK UNDER PLATFORM ON NORTH END OF
 LG0131'BUILDING.
 LG0131
 LG0131                          STATION RECOVERY (1964)
 LG0131
 LG0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0751 ***********************************************************************
 MK0751  DESIGNATION -  P 297
 MK0751  PID         -  MK0751
 MK0751  STATE/COUNTY-  NE/SAUNDERS
 MK0751  USGS QUAD   -  ASHLAND WEST (1969)
 MK0751
 MK0751                         *CURRENT SURVEY CONTROL
 MK0751  ___________________________________________________________________
 MK0751* NAD 83(1986)-  41 05 22.     (N)    096 23 12.     (W)     SCALED    
 MK0751* NAVD 88     -       342.807  (meters)    1124.69   (feet)  ADJUSTED  
 MK0751  ___________________________________________________________________
 MK0751  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 MK0751  DYNAMIC HT  -         342.665 (meters)    1124.23  (feet)  COMP
 MK0751  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 MK0751
 MK0751  VERT ORDER  -  SECOND    CLASS 0
 MK0751
 MK0751.The horizontal coordinates were scaled from a topographic map and have
 MK0751.an estimated accuracy of +/- 6 seconds.
 MK0751
 MK0751.The orthometric height was determined by differential leveling
 MK0751.and adjusted by the National Geodetic Survey in June 1991..
 MK0751
 MK0751.The geoid height was determined by GEOID03.
 MK0751
 MK0751.The dynamic height is computed by dividing the NAVD 88
 MK0751.geopotential number by the normal gravity value computed on the
 MK0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0751.degrees latitude (g = 980.6199 gals.).
 MK0751
 MK0751.The modeled gravity was interpolated from observed gravity values.
 MK0751
 MK0751;                    North         East    Units  Estimated Accuracy
 MK0751;SPC NE       -   145,800.      803,410.      MT  (+/- 180 meters Scaled)
 MK0751
 MK0751                          SUPERSEDED SURVEY CONTROL
 MK0751
 MK0751  NGVD 29 (??/??/92)  342.698  (m)         1124.34   (f) ADJ UNCH    2 0
 MK0751
 MK0751.Superseded values are not recommended for survey control.
 MK0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0751.See file dsdata.txt to determine how the superseded data were derived.
 MK0751
 MK0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL194519(NAD 83)
 MK0751_MARKER: DB = BENCH MARK DISK
 MK0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0751_STAMPING: P 297 1950
 MK0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0751+STABILITY: SURFACE MOTION
 MK0751
 MK0751  HISTORY     - Date     Condition        Report By
 MK0751  HISTORY     - 1950     MONUMENTED       CGS
 MK0751  HISTORY     - 1984     GOOD             LOCSUR
 MK0751
 MK0751                          STATION DESCRIPTION
 MK0751
 MK0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0751'2.8 MI E FROM MEMPHIS.
 MK0751'0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MEMPHIS,
 MK0751'THENCE 2.5 MILES EAST ALONG STATE HIGHWAY 63, AT A ROAD
 MK0751'INTERSECTION, NEAR THE NORTHWEST CORNER OF A SCHOOL YARD, 296
 MK0751'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 185 FEET NORTH
 MK0751'OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 71 FEET EAST
 MK0751'OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 1.7 FEET SOUTH
 MK0751'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0751'0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 1.0 MILE WEST OF BENCH
 MK0751'MARK Q 297.
 MK0751
 MK0751                          STATION RECOVERY (1984)
 MK0751
 MK0751'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0765 ***********************************************************************
 MK0765  DESIGNATION -  P 298
 MK0765  PID         -  MK0765
 MK0765  STATE/COUNTY-  NE/SAUNDERS
 MK0765  USGS QUAD   -  MEAD (1981)
 MK0765
 MK0765                         *CURRENT SURVEY CONTROL
 MK0765  ___________________________________________________________________
 MK0765* NAD 83(1986)-  41 07 55.     (N)    096 26 40.     (W)     SCALED    
 MK0765* NAVD 88     -       350.317  (meters)    1149.33   (feet)  ADJUSTED  
 MK0765  ___________________________________________________________________
 MK0765  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 MK0765  DYNAMIC HT  -         350.168 (meters)    1148.84  (feet)  COMP
 MK0765  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 MK0765
 MK0765  VERT ORDER  -  SECOND    CLASS 0
 MK0765
 MK0765.The horizontal coordinates were scaled from a topographic map and have
 MK0765.an estimated accuracy of +/- 6 seconds.
 MK0765
 MK0765.The orthometric height was determined by differential leveling
 MK0765.and adjusted by the National Geodetic Survey in June 1991..
 MK0765
 MK0765.The geoid height was determined by GEOID03.
 MK0765
 MK0765.The dynamic height is computed by dividing the NAVD 88
 MK0765.geopotential number by the normal gravity value computed on the
 MK0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0765.degrees latitude (g = 980.6199 gals.).
 MK0765
 MK0765.The modeled gravity was interpolated from observed gravity values.
 MK0765
 MK0765;                    North         East    Units  Estimated Accuracy
 MK0765;SPC NE       -   150,320.      798,370.      MT  (+/- 180 meters Scaled)
 MK0765
 MK0765                          SUPERSEDED SURVEY CONTROL
 MK0765
 MK0765  NGVD 29 (??/??/92)  350.199  (m)         1148.94   (f) ADJ UNCH    2 0
 MK0765
 MK0765.Superseded values are not recommended for survey control.
 MK0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0765.See file dsdata.txt to determine how the superseded data were derived.
 MK0765
 MK0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL145565(NAD 83)
 MK0765_MARKER: DB = BENCH MARK DISK
 MK0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0765_SP_SET: CULVERT
 MK0765_STAMPING: P 298 1950
 MK0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0765
 MK0765  HISTORY     - Date     Condition        Report By
 MK0765  HISTORY     - 1950     MONUMENTED       CGS
 MK0765
 MK0765                          STATION DESCRIPTION
 MK0765
 MK0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0765'3.8 MI N FROM MEMPHIS.
 MK0765'0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MEMPHIS,
 MK0765'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 63, AT A T ROAD
 MK0765'JUNCTION, 49 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19
 MK0765'FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 1.5 FEET
 MK0765'BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF THE SOUTH END
 MK0765'OF THE EAST HEADWALL OF A 30 INCH CONCRETE PIPE CULVERT, 1 FOOT
 MK0765'NORTH OF THE SOUTH END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0718 ***********************************************************************
 MK0718  DESIGNATION -  P 299
 MK0718  PID         -  MK0718
 MK0718  STATE/COUNTY-  NE/SAUNDERS
 MK0718  USGS QUAD   -  MEAD (1981)
 MK0718
 MK0718                         *CURRENT SURVEY CONTROL
 MK0718  ___________________________________________________________________
 MK0718* NAD 83(1986)-  41 14 43.     (N)    096 24 05.     (W)     SCALED    
 MK0718* NAVD 88     -       370.685  (meters)    1216.16   (feet)  ADJUSTED  
 MK0718  ___________________________________________________________________
 MK0718  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 MK0718  DYNAMIC HT  -         370.513 (meters)    1215.59  (feet)  COMP
 MK0718  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 MK0718
 MK0718  VERT ORDER  -  SECOND    CLASS 0
 MK0718
 MK0718.The horizontal coordinates were scaled from a topographic map and have
 MK0718.an estimated accuracy of +/- 6 seconds.
 MK0718
 MK0718.The orthometric height was determined by differential leveling
 MK0718.and adjusted by the National Geodetic Survey in June 1991..
 MK0718
 MK0718.The geoid height was determined by GEOID03.
 MK0718
 MK0718.The dynamic height is computed by dividing the NAVD 88
 MK0718.geopotential number by the normal gravity value computed on the
 MK0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0718.degrees latitude (g = 980.6199 gals.).
 MK0718
 MK0718.The modeled gravity was interpolated from observed gravity values.
 MK0718
 MK0718;                    North         East    Units  Estimated Accuracy
 MK0718;SPC NE       -   163,040.      801,460.      MT  (+/- 180 meters Scaled)
 MK0718
 MK0718                          SUPERSEDED SURVEY CONTROL
 MK0718
 MK0718  NGVD 29 (??/??/92)  370.547  (m)         1215.70   (f) ADJ UNCH    2 0
 MK0718
 MK0718.Superseded values are not recommended for survey control.
 MK0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0718.See file dsdata.txt to determine how the superseded data were derived.
 MK0718
 MK0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL177692(NAD 83)
 MK0718_MARKER: DB = BENCH MARK DISK
 MK0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0718_SP_SET: CONCRETE BASE
 MK0718_STAMPING: P 299 1950
 MK0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0718
 MK0718  HISTORY     - Date     Condition        Report By
 MK0718  HISTORY     - 1950     MONUMENTED       CGS
 MK0718
 MK0718                          STATION DESCRIPTION
 MK0718
 MK0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0718'AT YUTAN.
 MK0718'AT YUTAN, SET IN THE TOP OF THE SOUTH CORNER OF THE BASE OF THE
 MK0718'SOUTHWEST LEG OF THE WATER TOWER, 101 FEET WEST OF THE CENTER
 MK0718'LINE OF A STREET LEADING SOUTH, 84 FEET SOUTH OF THE EXTENDED
 MK0718'CENTER LINE OF A STREET LEADING EAST, 74 FEET SOUTH OF THE
 MK0718'SOUTHWEST CORNER OF THE PUMP HOUSE, ABOUT 0.5 FOOT ABOVE THE
 MK0718'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0323 ***********************************************************************
 NO0323  DESIGNATION -  P 3
 NO0323  PID         -  NO0323
 NO0323  STATE/COUNTY-  NE/CHERRY
 NO0323  USGS QUAD   -  TRUMBULL LAKE (1990)
 NO0323
 NO0323                         *CURRENT SURVEY CONTROL
 NO0323  ___________________________________________________________________
 NO0323* NAD 83(1986)-  42 54 22.     (N)    101 48 33.     (W)     SCALED    
 NO0323* NAVD 88     -      1015.880  (meters)    3332.93   (feet)  POSTED    
 NO0323  ___________________________________________________________________
 NO0323  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 NO0323  DYNAMIC HT  -        1015.420 (meters)    3331.42  (feet)  COMP
 NO0323  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 NO0323
 NO0323  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NO0323
 NO0323.The horizontal coordinates were scaled from a topographic map and have
 NO0323.an estimated accuracy of +/- 6 seconds.
 NO0323
 NO0323.The orthometric height was determined by differential leveling
 NO0323.and adjusted by the National Geodetic Survey in 1992..
 NO0323.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NO0323.rate of 1.1 thru 2.0 mm/km.
 NO0323
 NO0323.The geoid height was determined by GEOID03.
 NO0323
 NO0323.The dynamic height is computed by dividing the NAVD 88
 NO0323.geopotential number by the normal gravity value computed on the
 NO0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0323.degrees latitude (g = 980.6199 gals.).
 NO0323
 NO0323.The modeled gravity was interpolated from observed gravity values.
 NO0323
 NO0323;                    North         East    Units  Estimated Accuracy
 NO0323;SPC NE       -   342,740.      352,270.      MT  (+/- 180 meters Scaled)
 NO0323
 NO0323                          SUPERSEDED SURVEY CONTROL
 NO0323
 NO0323.No superseded survey control is available for this station.
 NO0323
 NO0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN706542(NAD 83)
 NO0323_MARKER: B = BOLT
 NO0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NO0323_SP_SET: CULVERT
 NO0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0323
 NO0323  HISTORY     - Date     Condition        Report By
 NO0323  HISTORY     - UNK      MONUMENTED       CGS
 NO0323  HISTORY     - 1957     GOOD             NGS
 NO0323
 NO0323                          STATION DESCRIPTION
 NO0323
 NO0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0323'6 MI W FROM MERRIMAN.
 NO0323'6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NO0323'THE STATION AT MERRIMAN, CHERRY COUNTY, AT A STONE CULVERT, IN
 NO0323'THE TOP OF THE COPING STONE PARALLEL TO THE TRACK, 21 INCHES
 NO0323'FROM THE WEST END, 10 INCHES FROM THE NORTH EDGE, AND 12 FEET
 NO0323'NORTH OF THE NORTH RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0549 ***********************************************************************
 MK0549  DESIGNATION -  P 301
 MK0549  PID         -  MK0549
 MK0549  STATE/COUNTY-  NE/SARPY
 MK0549  USGS QUAD   -  RALSTON (1984)
 MK0549
 MK0549                         *CURRENT SURVEY CONTROL
 MK0549  ___________________________________________________________________
 MK0549* NAD 83(1986)-  41 10 29.     (N)    096 04 48.     (W)     SCALED    
 MK0549* NAVD 88     -       313.261  (meters)    1027.76   (feet)  ADJUSTED  
 MK0549  ___________________________________________________________________
 MK0549  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 MK0549  DYNAMIC HT  -         313.131 (meters)    1027.33  (feet)  COMP
 MK0549  MODELED GRAV-     980,198.3   (mgal)                       NAVD 88
 MK0549
 MK0549  VERT ORDER  -  SECOND    CLASS 0
 MK0549
 MK0549.The horizontal coordinates were scaled from a topographic map and have
 MK0549.an estimated accuracy of +/- 6 seconds.
 MK0549
 MK0549.The orthometric height was determined by differential leveling
 MK0549.and adjusted by the National Geodetic Survey in June 1991..
 MK0549
 MK0549.The geoid height was determined by GEOID03.
 MK0549
 MK0549.The dynamic height is computed by dividing the NAVD 88
 MK0549.geopotential number by the normal gravity value computed on the
 MK0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0549.degrees latitude (g = 980.6199 gals.).
 MK0549
 MK0549.The modeled gravity was interpolated from observed gravity values.
 MK0549
 MK0549;                    North         East    Units  Estimated Accuracy
 MK0549;SPC NE       -   156,380.      828,720.      MT  (+/- 180 meters Scaled)
 MK0549
 MK0549                          SUPERSEDED SURVEY CONTROL
 MK0549
 MK0549  NGVD 29 (??/??/92)  313.149  (m)         1027.39   (f) ADJ UNCH    2 0
 MK0549
 MK0549.Superseded values are not recommended for survey control.
 MK0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0549.See file dsdata.txt to determine how the superseded data were derived.
 MK0549
 MK0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL449622(NAD 83)
 MK0549_MARKER: DB = BENCH MARK DISK
 MK0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0549_SP_SET: CONCRETE BASE
 MK0549_STAMPING: P 301 1950
 MK0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0549
 MK0549  HISTORY     - Date     Condition        Report By
 MK0549  HISTORY     - 1950     MONUMENTED       CGS
 MK0549  HISTORY     - 1972     GOOD             LOCSUR
 MK0549
 MK0549                          STATION DESCRIPTION
 MK0549
 MK0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0549'3 MI NW FROM PAPILLION.
 MK0549'3.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0549'STATION AT PAPILLION, 165 FEET SOUTHEAST OF THE CROSSING OF THE
 MK0549'MISSOURI PACIFIC RAILROAD, 6 FEET NORTH OF THE NORTH RAIL, 3
 MK0549'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH
 MK0549'END OF THE NORTHWEST CONCRETE BASE OF RAILROAD TRESTLE 19.17.
 MK0549
 MK0549                          STATION RECOVERY (1972)
 MK0549
 MK0549'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 MK0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1033 ***********************************************************************
 MK1033  DESIGNATION -  P 303
 MK1033  PID         -  MK1033
 MK1033  STATE/COUNTY-  NE/SAUNDERS
 MK1033  USGS QUAD   -  COLON (1969)
 MK1033
 MK1033                         *CURRENT SURVEY CONTROL
 MK1033  ___________________________________________________________________
 MK1033* NAD 83(1986)-  41 16 43.     (N)    096 30 03.     (W)     SCALED    
 MK1033* NAVD 88     -       395.269  (meters)    1296.81   (feet)  ADJUSTED  
 MK1033  ___________________________________________________________________
 MK1033  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 MK1033  DYNAMIC HT  -         395.079 (meters)    1296.19  (feet)  COMP
 MK1033  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 MK1033
 MK1033  VERT ORDER  -  SECOND    CLASS 0
 MK1033
 MK1033.The horizontal coordinates were scaled from a topographic map and have
 MK1033.an estimated accuracy of +/- 6 seconds.
 MK1033
 MK1033.The orthometric height was determined by differential leveling
 MK1033.and adjusted by the National Geodetic Survey in June 1991..
 MK1033
 MK1033.The geoid height was determined by GEOID03.
 MK1033
 MK1033.The dynamic height is computed by dividing the NAVD 88
 MK1033.geopotential number by the normal gravity value computed on the
 MK1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1033.degrees latitude (g = 980.6199 gals.).
 MK1033
 MK1033.The modeled gravity was interpolated from observed gravity values.
 MK1033
 MK1033;                    North         East    Units  Estimated Accuracy
 MK1033;SPC NE       -   166,390.      792,980.      MT  (+/- 180 meters Scaled)
 MK1033
 MK1033                          SUPERSEDED SURVEY CONTROL
 MK1033
 MK1033  NGVD 29 (??/??/92)  395.118  (m)         1296.32   (f) ADJ UNCH    2 0
 MK1033
 MK1033.Superseded values are not recommended for survey control.
 MK1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1033.See file dsdata.txt to determine how the superseded data were derived.
 MK1033
 MK1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL093726(NAD 83)
 MK1033_MARKER: DB = BENCH MARK DISK
 MK1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1033_STAMPING: P 303 1950
 MK1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1033+STABILITY: SURFACE MOTION
 MK1033
 MK1033  HISTORY     - Date     Condition        Report By
 MK1033  HISTORY     - 1950     MONUMENTED       CGS
 MK1033
 MK1033                          STATION DESCRIPTION
 MK1033
 MK1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1033'3.8 MI N FROM MEAD.
 MK1033'0.1 MILE NORTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK1033'MEAD, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 30 A, THENCE 3.0
 MK1033'MILES NORTH ALONG U.S. HIGHWAY 77, AT THE ROBERT WILLIAMS FARMHOUSE,
 MK1033'0.1 MILE EAST OF THE HIGHWAY, 123 FEET SOUTHWEST OF THE SOUTHWEST
 MK1033'CORNER OF THE HOUSE, 78 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 MK1033'A GARAGE, 38 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK1033'37 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.4 FEET
 MK1033'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1033'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1039 ***********************************************************************
 MK1039  DESIGNATION -  P 304
 MK1039  PID         -  MK1039
 MK1039  STATE/COUNTY-  NE/SAUNDERS
 MK1039  USGS QUAD   -  COLON (1969)
 MK1039
 MK1039                         *CURRENT SURVEY CONTROL
 MK1039  ___________________________________________________________________
 MK1039* NAD 83(1986)-  41 21 26.     (N)    096 30 04.     (W)     SCALED    
 MK1039* NAVD 88     -       401.711  (meters)    1317.95   (feet)  ADJUSTED  
 MK1039  ___________________________________________________________________
 MK1039  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MK1039  DYNAMIC HT  -         401.524 (meters)    1317.33  (feet)  COMP
 MK1039  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 MK1039
 MK1039  VERT ORDER  -  SECOND    CLASS 0
 MK1039
 MK1039.The horizontal coordinates were scaled from a topographic map and have
 MK1039.an estimated accuracy of +/- 6 seconds.
 MK1039
 MK1039.The orthometric height was determined by differential leveling
 MK1039.and adjusted by the National Geodetic Survey in June 1991..
 MK1039
 MK1039.The geoid height was determined by GEOID03.
 MK1039
 MK1039.The dynamic height is computed by dividing the NAVD 88
 MK1039.geopotential number by the normal gravity value computed on the
 MK1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1039.degrees latitude (g = 980.6199 gals.).
 MK1039
 MK1039.The modeled gravity was interpolated from observed gravity values.
 MK1039
 MK1039;                    North         East    Units  Estimated Accuracy
 MK1039;SPC NE       -   175,110.      792,610.      MT  (+/- 180 meters Scaled)
 MK1039
 MK1039                          SUPERSEDED SURVEY CONTROL
 MK1039
 MK1039  NGVD 29 (??/??/92)  401.561  (m)         1317.45   (f) ADJ UNCH    2 0
 MK1039
 MK1039.Superseded values are not recommended for survey control.
 MK1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1039.See file dsdata.txt to determine how the superseded data were derived.
 MK1039
 MK1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL090814(NAD 83)
 MK1039_MARKER: DB = BENCH MARK DISK
 MK1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1039_STAMPING: P 304 1950
 MK1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1039+STABILITY: SURFACE MOTION
 MK1039
 MK1039  HISTORY     - Date     Condition        Report By
 MK1039  HISTORY     - 1950     MONUMENTED       CGS
 MK1039
 MK1039                          STATION DESCRIPTION
 MK1039
 MK1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1039'5.5 MI S FROM FREMONT.
 MK1039'5.5 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE
 MK1039'AT FREMONT, 163 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MK1039'17 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 10
 MK1039'FEET NORTH OF A ROW OF PINE TREES, 6 FEET SOUTH OF A FENCE,
 MK1039'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MK1039'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0596 ***********************************************************************
 MK0596  DESIGNATION -  P 305 RESET
 MK0596  PID         -  MK0596
 MK0596  STATE/COUNTY-  NE/DOUGLAS
 MK0596  USGS QUAD   -  ARLINGTON (1968)
 MK0596
 MK0596                         *CURRENT SURVEY CONTROL
 MK0596  ___________________________________________________________________
 MK0596* NAD 83(1986)-  41 22 44.     (N)    096 19 46.     (W)     SCALED    
 MK0596* NAVD 88     -       347.75   (meters)    1140.9    (feet)  RESET     
 MK0596  ___________________________________________________________________
 MK0596  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MK0596
 MK0596  VERT ORDER  -  THIRD
 MK0596
 MK0596.The horizontal coordinates were scaled from a topographic map and have
 MK0596.an estimated accuracy of +/- 6 seconds.
 MK0596
 MK0596.The orthometric height was computed from unverified reset data.
 MK0596
 MK0596.The geoid height was determined by GEOID03.
 MK0596
 MK0596;                    North         East    Units  Estimated Accuracy
 MK0596;SPC NE       -   178,110.      806,850.      MT  (+/- 180 meters Scaled)
 MK0596
 MK0596                          SUPERSEDED SURVEY CONTROL
 MK0596
 MK0596.No superseded survey control is available for this station.
 MK0596
 MK0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL233842(NAD 83)
 MK0596_MARKER: DB = BENCH MARK DISK
 MK0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0596_STAMPING: P 305 RESET 1970
 MK0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0596+STABILITY: SURFACE MOTION
 MK0596
 MK0596  HISTORY     - Date     Condition        Report By
 MK0596  HISTORY     - 1970     MONUMENTED       NGS
 MK0596  HISTORY     - 1976     GOOD             LOCSUR
 MK0596
 MK0596                          STATION DESCRIPTION
 MK0596
 MK0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MK0596'3.8 MI NW FROM ELK CITY.
 MK0596'ABOUT 0.55 MILES NORTH ALONG A SURFACED ROAD FROM THE CITY
 MK0596'HALL AT ELK CITY, THENCE 3.25 MILES WEST ALONG STATE HIGHWAY
 MK0596'36, 98 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 MK0596'A. ABRAHAM FARMHOUSE, 95 FEET NORTH OF THE CENTER OF STATE
 MK0596'HIGHWAY 36, 53 FEET WEST OF THE CENTER OF A DRIVEWAY, 4.5
 MK0596'FEET EAST OF A YARD FENCE, 1 FOOT WEST OF A METAL WITNESS POST,
 MK0596'AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MK0596'4 INCHES.
 MK0596
 MK0596                          STATION RECOVERY (1976)
 MK0596
 MK0596'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0187 ***********************************************************************
 LH0187  DESIGNATION -  P 306
 LH0187  PID         -  LH0187
 LH0187  STATE/COUNTY-  NE/HALL
 LH0187  USGS QUAD   -  GRAND ISLAND (1993)
 LH0187
 LH0187                         *CURRENT SURVEY CONTROL
 LH0187  ___________________________________________________________________
 LH0187* NAD 83(1995)-  40 57 35.90010(N)    098 20 03.48841(W)     ADJUSTED  
 LH0187* NAVD 88     -       564.845  (meters)    1853.16   (feet)  ADJUSTED  
 LH0187  ___________________________________________________________________
 LH0187  X           -    -699,219.518 (meters)                     COMP
 LH0187  Y           -  -4,772,969.346 (meters)                     COMP
 LH0187  Z           -   4,159,421.173 (meters)                     COMP
 LH0187  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 LH0187  ELLIP HEIGHT-         539.78  (meters)          (06/27/02) GPS OBS
 LH0187  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 LH0187  DYNAMIC HT  -         564.548 (meters)    1852.19  (feet)  COMP
 LH0187  MODELED GRAV-     980,081.3   (mgal)                       NAVD 88
 LH0187
 LH0187  HORZ ORDER  -  FIRST
 LH0187  VERT ORDER  -  SECOND    CLASS 0
 LH0187  ELLP ORDER  -  FOURTH    CLASS I
 LH0187
 LH0187.The horizontal coordinates were established by GPS observations
 LH0187.and adjusted by the National Geodetic Survey in August 1997..
 LH0187
 LH0187.The orthometric height was determined by differential leveling
 LH0187.and adjusted by the National Geodetic Survey in June 1991..
 LH0187
 LH0187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0187
 LH0187.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0187
 LH0187.The ellipsoidal height was determined by GPS observations
 LH0187.and is referenced to NAD 83.
 LH0187
 LH0187.The geoid height was determined by GEOID03.
 LH0187
 LH0187.The dynamic height is computed by dividing the NAVD 88
 LH0187.geopotential number by the normal gravity value computed on the
 LH0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0187.degrees latitude (g = 980.6199 gals.).
 LH0187
 LH0187.The modeled gravity was interpolated from observed gravity values.
 LH0187
 LH0187;                    North         East     Units Scale Factor Converg.
 LH0187;SPC NE       -   126,437.395   640,178.305   MT  0.99970367   +1 06 13.9
 LH0187;UTM  14      - 4,534,526.958   556,020.229   MT  0.99963862   +0 26 11.0
 LH0187
 LH0187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0187!SPC NE       -   0.99991534  x   0.99970367  =   0.99961903
 LH0187!UTM  14      -   0.99991534  x   0.99963862  =   0.99955399
 LH0187
 LH0187                          SUPERSEDED SURVEY CONTROL
 LH0187
 LH0187  ELLIP H (08/18/97)  539.84   (m)                       GP(       ) 4 1
 LH0187  NAD 83(1986)-  40 57 35.90500(N)    098 20 03.49279(W) AD(       ) 1
 LH0187  NGVD 29 (??/??/92)  564.606  (m)         1852.38   (f) ADJ UNCH    2 0
 LH0187
 LH0187.Superseded values are not recommended for survey control.
 LH0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0187.See file dsdata.txt to determine how the superseded data were derived.
 LH0187
 LH0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5602034527(NAD 83)
 LH0187_MARKER: DB = BENCH MARK DISK
 LH0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0187_SP_SET: CONCRETE POST
 LH0187_STAMPING: P 306 1950
 LH0187_MARK LOGO: CGS   
 LH0187_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0187+STABILITY: SURFACE MOTION
 LH0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0187+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1989
 LH0187
 LH0187  HISTORY     - Date     Condition        Report By
 LH0187  HISTORY     - 1950     MONUMENTED       CGS
 LH0187  HISTORY     - 19890403 GOOD             NGS
 LH0187
 LH0187                          STATION DESCRIPTION
 LH0187
 LH0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0187'2.6 MI N FROM GRAND ISLAND.
 LH0187'2.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0187'STATION AT GRAND ISLAND, AT A ROAD CROSSING, ACROSS THE TRACK
 LH0187'FROM THE GRAND ISLAND RENDERING COMPANY PLANT, 50 FEET SOUTH
 LH0187'OF THE CENTER LINE OF A ROAD, 47 FEET WEST OF THE WEST RAIL OF
 LH0187'THE MAIN TRACK, 15.5 FEET SOUTH OF A FENCE CORNER, 10 FEET
 LH0187'NORTHWEST OF THE FIRST TELEPHONE POLE SOUTH OF THE ROAD CROSSING,
 LH0187'1 FOOT EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN
 LH0187'THE TOP OF A CONCRETE OST WHICH PROJECTS 0.3 FOOT ABOVE THE
 LH0187'GROUND.
 LH0187
 LH0187                          STATION RECOVERY (1989)
 LH0187
 LH0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH0187'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) NORT-NORTHEAST OF GRAND
 LH0187'ISLAND, 1.6 KM (1.00 MI) SOUTHWEST OF THE CENTRAL NEGRASKA REGIONAL
 LH0187'AIRPORT TERMINAL BUILDING, IN THE SOUTHWEST ANGLE OF A JUNCTION OF A
 LH0187'COUNTY ROAD AND A RAILROAD TRACK.  OWNERSHIP--UNION PACIFIC RAIROAD.
 LH0187'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 LH0187'U.S. HIGHWAY 281 (EXIT 312), LOCATED ON THE SOUTHWEST SIDE OF GRAND
 LH0187'ISLAND, GO NORTH ON U.S. HIGHWAY 281 FOR 10.78 KM (6.70 MI) TO AN
 LH0187'OVERPASS AND JUNCTION WITH U.S. HIGHWAY 30.  CONTINUE AHEAD FOR 7.24
 LH0187'KM (4.50 MI) TO A CROSSROAD WHERE HIGHWAY 281 TURNS LEFT, BEARING
 LH0187'NORTH.  CONTINUE AHEAD AND GO EAST ON AIRPORT ROAD FOR 2.17 KM
 LH0187'(1.35 MI) TO A RAILROAD CROSSING AND THE STATION ON THE RIGHT.
 LH0187'THE STATION MARK IS SET 14.9 M (48.9 FT) SOUTH OF THE ROAD CENTER,
 LH0187'14.1 M (46.3 FT) WEST OF THE WEST RAIL OF THE TRACK, 12.8 M (42.0 FT)
 LH0187'SOUTHWEST OF A RAIL CROSSING POLE, 5.0 M (16.4 FT) SOUTH OF A UTILITY
 LH0187'POLE AT A FENCE CORNER, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND 0.3
 LH0187'M (1.0 FT) EAST OF A WIRE FENCE.
 LH0187'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0239 ***********************************************************************
 ML0239  DESIGNATION -  P 307
 ML0239  PID         -  ML0239
 ML0239  STATE/COUNTY-  NE/NANCE
 ML0239  USGS QUAD   -  BELGRADE SE (1955)
 ML0239
 ML0239                         *CURRENT SURVEY CONTROL
 ML0239  ___________________________________________________________________
 ML0239* NAD 83(1986)-  41 19 21.     (N)    098 04 32.     (W)     SCALED    
 ML0239* NAVD 88     -       515.988  (meters)    1692.87   (feet)  ADJUSTED  
 ML0239  ___________________________________________________________________
 ML0239  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 ML0239  DYNAMIC HT  -         515.743 (meters)    1692.07  (feet)  COMP
 ML0239  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 ML0239
 ML0239  VERT ORDER  -  SECOND    CLASS 0
 ML0239
 ML0239.The horizontal coordinates were scaled from a topographic map and have
 ML0239.an estimated accuracy of +/- 6 seconds.
 ML0239
 ML0239.The orthometric height was determined by differential leveling
 ML0239.and adjusted by the National Geodetic Survey in June 1991..
 ML0239
 ML0239.The geoid height was determined by GEOID03.
 ML0239
 ML0239.The dynamic height is computed by dividing the NAVD 88
 ML0239.geopotential number by the normal gravity value computed on the
 ML0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0239.degrees latitude (g = 980.6199 gals.).
 ML0239
 ML0239.The modeled gravity was interpolated from observed gravity values.
 ML0239
 ML0239;                    North         East    Units  Estimated Accuracy
 ML0239;SPC NE       -   167,130.      661,050.      MT  (+/- 180 meters Scaled)
 ML0239
 ML0239                          SUPERSEDED SURVEY CONTROL
 ML0239
 ML0239  NGVD 29 (??/??/92)  515.764  (m)         1692.14   (f) ADJ UNCH    2 0
 ML0239
 ML0239.Superseded values are not recommended for survey control.
 ML0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0239.See file dsdata.txt to determine how the superseded data were derived.
 ML0239
 ML0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL773749(NAD 83)
 ML0239_MARKER: DB = BENCH MARK DISK
 ML0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0239_STAMPING: P 307 1950
 ML0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0239+STABILITY: SURFACE MOTION
 ML0239
 ML0239  HISTORY     - Date     Condition        Report By
 ML0239  HISTORY     - 1950     MONUMENTED       CGS
 ML0239
 ML0239                          STATION DESCRIPTION
 ML0239
 ML0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0239'7.8 MI SW FROM FULLERTON.
 ML0239'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0239'FULLERTON, THENCE 6.6 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0239'99 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HARVEY BROWN
 ML0239'FARMHOUSE, 57 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET
 ML0239'EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 16 FEET SOUTH
 ML0239'OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 3 FEET NORTH OF A
 ML0239'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 ML0239'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1428 ***********************************************************************
 MK1428  DESIGNATION -  P 309
 MK1428  PID         -  MK1428
 MK1428  STATE/COUNTY-  NE/MERRICK
 MK1428  USGS QUAD   -  SILVER CREEK (1958)
 MK1428
 MK1428                         *CURRENT SURVEY CONTROL
 MK1428  ___________________________________________________________________
 MK1428* NAD 83(1986)-  41 18 58.     (N)    097 41 42.     (W)     SCALED    
 MK1428* NAVD 88     -       475.024  (meters)    1558.47   (feet)  ADJUSTED  
 MK1428  ___________________________________________________________________
 MK1428  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 MK1428  DYNAMIC HT  -         474.804 (meters)    1557.75  (feet)  COMP
 MK1428  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 MK1428
 MK1428  VERT ORDER  -  SECOND    CLASS 0
 MK1428
 MK1428.The horizontal coordinates were scaled from a topographic map and have
 MK1428.an estimated accuracy of +/- 6 seconds.
 MK1428
 MK1428.The orthometric height was determined by differential leveling
 MK1428.and adjusted by the National Geodetic Survey in June 1991..
 MK1428
 MK1428.The geoid height was determined by GEOID03.
 MK1428
 MK1428.The dynamic height is computed by dividing the NAVD 88
 MK1428.geopotential number by the normal gravity value computed on the
 MK1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1428.degrees latitude (g = 980.6199 gals.).
 MK1428
 MK1428.The modeled gravity was interpolated from observed gravity values.
 MK1428
 MK1428;                    North         East    Units  Estimated Accuracy
 MK1428;SPC NE       -   167,200.      692,910.      MT  (+/- 180 meters Scaled)
 MK1428
 MK1428                          SUPERSEDED SURVEY CONTROL
 MK1428
 MK1428  NGVD 29 (??/??/92)  474.822  (m)         1557.81   (f) ADJ UNCH    2 0
 MK1428
 MK1428.Superseded values are not recommended for survey control.
 MK1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1428.See file dsdata.txt to determine how the superseded data were derived.
 MK1428
 MK1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL092746(NAD 83)
 MK1428_MARKER: DB = BENCH MARK DISK
 MK1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1428_STAMPING: P 309 1950
 MK1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1428+STABILITY: SURFACE MOTION
 MK1428
 MK1428  HISTORY     - Date     Condition        Report By
 MK1428  HISTORY     - 1950     MONUMENTED       CGS
 MK1428
 MK1428                          STATION DESCRIPTION
 MK1428
 MK1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1428'1.7 MI W FROM SILVER CREEK.
 MK1428'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1428'AT SILVER CREEK, THENCE 1.6 MILES WEST ALONG A GRAVELED ROAD, AT
 MK1428'A T ROAD JUNCTION, 215 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 MK1428'ROAD LEADING EAST, 67 FEET WEST OF THE CENTER LINE OF A NORTH
 MK1428'AND SOUTH ROAD, 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MK1428'OF A FARMHOUSE, 27 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 MK1428'DRIVEWAY, 24 FEET WEST OF THE CENTER OF A WOODEN GATE, 1.3 FEET
 MK1428'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1428'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0249 ***********************************************************************
 MM0249  DESIGNATION -  P 31
 MM0249  PID         -  MM0249
 MM0249  STATE/COUNTY-  NE/ARTHUR
 MM0249  USGS QUAD   -  ARTHUR (1985)
 MM0249
 MM0249                         *CURRENT SURVEY CONTROL
 MM0249  ___________________________________________________________________
 MM0249* NAD 83(1986)-  41 30 28.     (N)    101 43 21.     (W)     SCALED    
 MM0249* NAVD 88     -      1102.229  (meters)    3616.23   (feet)  ADJUSTED  
 MM0249  ___________________________________________________________________
 MM0249  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 MM0249  DYNAMIC HT  -        1101.551 (meters)    3614.01  (feet)  COMP
 MM0249  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 MM0249
 MM0249  VERT ORDER  -  SECOND    CLASS 0
 MM0249
 MM0249.The horizontal coordinates were scaled from a topographic map and have
 MM0249.an estimated accuracy of +/- 6 seconds.
 MM0249
 MM0249.The orthometric height was determined by differential leveling
 MM0249.and adjusted by the National Geodetic Survey in June 1991..
 MM0249
 MM0249.The geoid height was determined by GEOID03.
 MM0249
 MM0249.The dynamic height is computed by dividing the NAVD 88
 MM0249.geopotential number by the normal gravity value computed on the
 MM0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0249.degrees latitude (g = 980.6199 gals.).
 MM0249
 MM0249.The modeled gravity was interpolated from observed gravity values.
 MM0249
 MM0249;                    North         East    Units  Estimated Accuracy
 MM0249;SPC NE       -   187,340.      356,250.      MT  (+/- 180 meters Scaled)
 MM0249
 MM0249                          SUPERSEDED SURVEY CONTROL
 MM0249
 MM0249  NGVD 29 (??/??/92) 1101.751  (m)         3614.66   (f) ADJ UNCH    2 0
 MM0249
 MM0249.Superseded values are not recommended for survey control.
 MM0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0249.See file dsdata.txt to determine how the superseded data were derived.
 MM0249
 MM0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL727987(NAD 83)
 MM0249_MARKER: DB = BENCH MARK DISK
 MM0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0249_STAMPING: P 31 1934
 MM0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0249+STABILITY: SURFACE MOTION
 MM0249
 MM0249  HISTORY     - Date     Condition        Report By
 MM0249  HISTORY     - 1934     MONUMENTED       CGS
 MM0249  HISTORY     - 1941     GOOD             NGS
 MM0249
 MM0249                          STATION DESCRIPTION
 MM0249
 MM0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MM0249'5.6 MI S FROM ARTHUR.
 MM0249'5.6 MILES SOUTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR COUNTY,
 MM0249'AT A ROAD LEADING NORTHEAST TO A FARMHOUSE, 21 FEET NORTHWEST
 MM0249'OF THE ROAD, 45 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 MM0249'6 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 6 FEET SOUTHEAST
 MM0249'OF A FENCE MARKING A T-ANGLE WITH THE RIGHT-OF-WAY FENCE.  A
 MM0249'STANDARD DISK, STAMPED P 31 1934 AND SET IN THE TOP OF A CONCRETE
 MM0249'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0532 ***********************************************************************
 ML0532  DESIGNATION -  P 310
 ML0532  PID         -  ML0532
 ML0532  STATE/COUNTY-  NE/WHEELER
 ML0532  USGS QUAD   -  GREELEY NE (1985)
 ML0532
 ML0532                         *CURRENT SURVEY CONTROL
 ML0532  ___________________________________________________________________
 ML0532* NAD 83(1986)-  41 44 26.     (N)    098 31 38.     (W)     SCALED    
 ML0532* NAVD 88     -       613.033  (meters)    2011.26   (feet)  ADJUSTED  
 ML0532  ___________________________________________________________________
 ML0532  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 ML0532  DYNAMIC HT  -         612.742 (meters)    2010.30  (feet)  COMP
 ML0532  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 ML0532
 ML0532  VERT ORDER  -  SECOND    CLASS 0
 ML0532
 ML0532.The horizontal coordinates were scaled from a topographic map and have
 ML0532.an estimated accuracy of +/- 6 seconds.
 ML0532
 ML0532.The orthometric height was determined by differential leveling
 ML0532.and adjusted by the National Geodetic Survey in June 1991..
 ML0532
 ML0532.The geoid height was determined by GEOID03.
 ML0532
 ML0532.The dynamic height is computed by dividing the NAVD 88
 ML0532.geopotential number by the normal gravity value computed on the
 ML0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0532.degrees latitude (g = 980.6199 gals.).
 ML0532
 ML0532.The modeled gravity was interpolated from observed gravity values.
 ML0532
 ML0532;                    North         East    Units  Estimated Accuracy
 ML0532;SPC NE       -   212,790.      622,470.      MT  (+/- 180 meters Scaled)
 ML0532
 ML0532                          SUPERSEDED SURVEY CONTROL
 ML0532
 ML0532  NGVD 29 (??/??/92)  612.792  (m)         2010.47   (f) ADJ UNCH    2 0
 ML0532
 ML0532.Superseded values are not recommended for survey control.
 ML0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0532.See file dsdata.txt to determine how the superseded data were derived.
 ML0532
 ML0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM393210(NAD 83)
 ML0532_MARKER: DB = BENCH MARK DISK
 ML0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0532_STAMPING: P 310 1950
 ML0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0532+STABILITY: SURFACE MOTION
 ML0532
 ML0532  HISTORY     - Date     Condition        Report By
 ML0532  HISTORY     - 1950     MONUMENTED       CGS
 ML0532
 ML0532                          STATION DESCRIPTION
 ML0532
 ML0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0532'9.4 MI SE FROM ERICSON.
 ML0532'9.35 MILES SOUTHEAST ALONG A SAND ROAD FROM THE FARMERS STATE
 ML0532'BANK AT ERICSON, 1.0 MILE EAST OF U.S. HIGHWAY 281, AT THE
 ML0532'SOUTHWEST CORNER OF SECTION 31, TOWNSHIP 21 N., RANGE 10 W.,
 ML0532'ON THE SIDE OF A HILL, 46 FEET NORTH OF THE CENTER LINE OF THE
 ML0532'ROAD, 8 FEET NORTH OF A FENCE CORNER, 1.4 FEET WEST OF A FENCE,
 ML0532'1.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0532'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1678 ***********************************************************************
 MK1678  DESIGNATION -  P 311 RESET
 MK1678  PID         -  MK1678
 MK1678  STATE/COUNTY-  NE/MADISON
 MK1678  USGS QUAD   -  CLOSTER NE (1985)
 MK1678
 MK1678                         *CURRENT SURVEY CONTROL
 MK1678  ___________________________________________________________________
 MK1678* NAD 83(1986)-  41 53 19.     (N)    097 50 00.     (W)     SCALED    
 MK1678* NAVD 88     -       584.23   (meters)    1916.8    (feet)  RESET     
 MK1678  ___________________________________________________________________
 MK1678  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 MK1678
 MK1678  VERT ORDER  -  THIRD
 MK1678
 MK1678.The horizontal coordinates were scaled from a topographic map and have
 MK1678.an estimated accuracy of +/- 6 seconds.
 MK1678
 MK1678.The orthometric height was computed from unverified reset data.
 MK1678
 MK1678.The geoid height was determined by GEOID03.
 MK1678
 MK1678;                    North         East    Units  Estimated Accuracy
 MK1678;SPC NE       -   230,440.      679,750.      MT  (+/- 180 meters Scaled)
 MK1678
 MK1678                          SUPERSEDED SURVEY CONTROL
 MK1678
 MK1678.No superseded survey control is available for this station.
 MK1678
 MK1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM967380(NAD 83)
 MK1678_MARKER: DB = BENCH MARK DISK
 MK1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1678_STAMPING: P 311 RESET 1971
 MK1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1678+STABILITY: SURFACE MOTION
 MK1678
 MK1678  HISTORY     - Date     Condition        Report By
 MK1678  HISTORY     - 1971     MONUMENTED       NGS
 MK1678
 MK1678                          STATION DESCRIPTION
 MK1678
 MK1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MK1678'11 MI S FROM TILDEN.
 MK1678'10.95 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 MK1678'U.S. HIGHWAY 275 AND STATE HIGHWAY 39 AT THE NORTH EDGE OF TILDEN,
 MK1678'0.1 MILE NORTH OF A T-ROAD INTERSECTION, AT THE TOP OF A HILL,
 MK1678'100 FEET EAST OF THE CENTER OF STATE HIGHWAY 39, 3 FEET NORTH OF A
 MK1678'POWERLINE POLE, 2.5 FEET SOUTHWEST OF A METAL WITNESS POST, SET IN
 MK1678'TOP OF A 12-INCH CYLINDDHCAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 MK1678'THE GROUND SURFACE.  THIS MARK IS 0.044 METER HIGHER THAN THE
 MK1678'ORIGINAL BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0040 ***********************************************************************
 ML0040  DESIGNATION -  P 312
 ML0040  PID         -  ML0040
 ML0040  STATE/COUNTY-  NE/BOONE
 ML0040  USGS QUAD   -  ALBION WEST (1985)
 ML0040
 ML0040                         *CURRENT SURVEY CONTROL
 ML0040  ___________________________________________________________________
 ML0040* NAD 83(1986)-  41 43 11.     (N)    098 03 45.     (W)     SCALED    
 ML0040* NAVD 88     -       549.177  (meters)    1801.76   (feet)  ADJUSTED  
 ML0040  ___________________________________________________________________
 ML0040  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML0040  DYNAMIC HT  -         548.932 (meters)    1800.95  (feet)  COMP
 ML0040  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 ML0040
 ML0040  VERT ORDER  -  SECOND    CLASS 0
 ML0040
 ML0040.This mark is at Albion Municipal Airport (BVN)
 ML0040
 ML0040.The horizontal coordinates were scaled from a topographic map and have
 ML0040.an estimated accuracy of +/- 6 seconds.
 ML0040
 ML0040.The orthometric height was determined by differential leveling
 ML0040.and adjusted by the National Geodetic Survey in June 1991..
 ML0040
 ML0040.The geoid height was determined by GEOID03.
 ML0040
 ML0040.The dynamic height is computed by dividing the NAVD 88
 ML0040.geopotential number by the normal gravity value computed on the
 ML0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0040.degrees latitude (g = 980.6199 gals.).
 ML0040
 ML0040.The modeled gravity was interpolated from observed gravity values.
 ML0040
 ML0040;                    North         East    Units  Estimated Accuracy
 ML0040;SPC NE       -   211,240.      661,160.      MT  (+/- 180 meters Scaled)
 ML0040
 ML0040                          SUPERSEDED SURVEY CONTROL
 ML0040
 ML0040  NGVD 29 (??/??/92)  548.952  (m)         1801.02   (f) ADJ UNCH    2 0
 ML0040
 ML0040.Superseded values are not recommended for survey control.
 ML0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0040.See file dsdata.txt to determine how the superseded data were derived.
 ML0040
 ML0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM779190(NAD 83)
 ML0040_MARKER: DB = BENCH MARK DISK
 ML0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0040_STAMPING: P 312 1950
 ML0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0040+STABILITY: SURFACE MOTION
 ML0040
 ML0040  HISTORY     - Date     Condition        Report By
 ML0040  HISTORY     - 1950     MONUMENTED       CGS
 ML0040  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0040
 ML0040                          STATION DESCRIPTION
 ML0040
 ML0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0040'4.2 MI NW FROM ALBION.
 ML0040'0.2 MILE WEST ALONG CHURCH STREET FROM THE POST OFFICE AT ALBION,
 ML0040'THENCE 0.3 MILE NORTH ALONG 6TH STREET, THENCE 3.7 MILES NORTHWEST
 ML0040'ALONG A GRAVELED ROAD, AT THE PACKARD AIRPORT, 36.5 FEET WEST OF
 ML0040'THE NORTHEAST CORNER OF THE MOST WESTERLY HANGAR, 8 FEET NORTHEAST
 ML0040'OF THE NORTHWEST CORNER OF THE HANGAR, 42 FEET SOUTH OF A TELEPHONE
 ML0040'POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 ML0040'GROUND.
 ML0040
 ML0040                          STATION RECOVERY (1954)
 ML0040
 ML0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0096 ***********************************************************************
 ML0096  DESIGNATION -  P 313
 ML0096  PID         -  ML0096
 ML0096  STATE/COUNTY-  NE/WHEELER
 ML0096  USGS QUAD   -  MUD CREEK (1985)
 ML0096
 ML0096                         *CURRENT SURVEY CONTROL
 ML0096  ___________________________________________________________________
 ML0096* NAD 83(1986)-  41 47 03.     (N)    098 21 12.     (W)     SCALED    
 ML0096* NAVD 88     -       660.675  (meters)    2167.56   (feet)  ADJUSTED  
 ML0096  ___________________________________________________________________
 ML0096  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 ML0096  DYNAMIC HT  -         660.370 (meters)    2166.56  (feet)  COMP
 ML0096  MODELED GRAV-     980,139.4   (mgal)                       NAVD 88
 ML0096
 ML0096  VERT ORDER  -  SECOND    CLASS 0
 ML0096
 ML0096.The horizontal coordinates were scaled from a topographic map and have
 ML0096.an estimated accuracy of +/- 6 seconds.
 ML0096
 ML0096.The orthometric height was determined by differential leveling
 ML0096.and adjusted by the National Geodetic Survey in June 1991..
 ML0096
 ML0096.The geoid height was determined by GEOID03.
 ML0096
 ML0096.The dynamic height is computed by dividing the NAVD 88
 ML0096.geopotential number by the normal gravity value computed on the
 ML0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0096.degrees latitude (g = 980.6199 gals.).
 ML0096
 ML0096.The modeled gravity was interpolated from observed gravity values.
 ML0096
 ML0096;                    North         East    Units  Estimated Accuracy
 ML0096;SPC NE       -   217,900.      636,830.      MT  (+/- 180 meters Scaled)
 ML0096
 ML0096                          SUPERSEDED SURVEY CONTROL
 ML0096
 ML0096  NGVD 29 (??/??/92)  660.436  (m)         2166.78   (f) ADJ UNCH    2 0
 ML0096
 ML0096.Superseded values are not recommended for survey control.
 ML0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0096.See file dsdata.txt to determine how the superseded data were derived.
 ML0096
 ML0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM537260(NAD 83)
 ML0096_MARKER: DB = BENCH MARK DISK
 ML0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0096_STAMPING: P 313 1950
 ML0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0096+STABILITY: SURFACE MOTION
 ML0096
 ML0096  HISTORY     - Date     Condition        Report By
 ML0096  HISTORY     - 1950     MONUMENTED       CGS
 ML0096  HISTORY     - 1960     MARK NOT FOUND   USGS
 ML0096
 ML0096                          STATION DESCRIPTION
 ML0096
 ML0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0096'7.6 MI N FROM SPALDING.
 ML0096'6.6 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 ML0096'STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 1.0 MILE EAST
 ML0096'ALONG A SAND ROAD, AT A T ROAD JUNCTION, 74 FEET SOUTH OF THE
 ML0096'CENTER LINE OF AN EAST AND WEST ROAD, 29 FEET SOUTH OF THE
 ML0096'CENTER OF A GATE, 16 FEET EAST OF THE CENTER LINE OF A ROAD
 ML0096'LEADING SOUTH, 1 FOOT WEST OF A FENCE, 1.6 FEET SOUTH OF A
 ML0096'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0096'0.3 FOOT ABOVE THE GROUND.
 ML0096
 ML0096                          STATION RECOVERY (1960)
 ML0096
 ML0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ML0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0932 ***********************************************************************
 ML0932  DESIGNATION -  P 314
 ML0932  PID         -  ML0932
 ML0932  STATE/COUNTY-  NE/BLAINE
 ML0932  USGS QUAD   -  BREWSTER SW (1974)
 ML0932
 ML0932                         *CURRENT SURVEY CONTROL
 ML0932  ___________________________________________________________________
 ML0932* NAD 83(1986)-  41 51 02.     (N)    099 56 20.     (W)     SCALED    
 ML0932* NAVD 88     -       787.077  (meters)    2582.27   (feet)  ADJUSTED  
 ML0932  ___________________________________________________________________
 ML0932  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 ML0932  DYNAMIC HT  -         786.686 (meters)    2580.99  (feet)  COMP
 ML0932  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 ML0932
 ML0932  VERT ORDER  -  SECOND    CLASS 0
 ML0932
 ML0932.The horizontal coordinates were scaled from a topographic map and have
 ML0932.an estimated accuracy of +/- 6 seconds.
 ML0932
 ML0932.The orthometric height was determined by differential leveling
 ML0932.and adjusted by the National Geodetic Survey in June 1991..
 ML0932
 ML0932.The geoid height was determined by GEOID03.
 ML0932
 ML0932.The dynamic height is computed by dividing the NAVD 88
 ML0932.geopotential number by the normal gravity value computed on the
 ML0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0932.degrees latitude (g = 980.6199 gals.).
 ML0932
 ML0932.The modeled gravity was interpolated from observed gravity values.
 ML0932
 ML0932;                    North         East    Units  Estimated Accuracy
 ML0932;SPC NE       -   223,970.      505,070.      MT  (+/- 180 meters Scaled)
 ML0932
 ML0932                          SUPERSEDED SURVEY CONTROL
 ML0932
 ML0932  NGVD 29 (??/??/92)  786.793  (m)         2581.34   (f) ADJ UNCH    2 0
 ML0932
 ML0932.Superseded values are not recommended for survey control.
 ML0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0932.See file dsdata.txt to determine how the superseded data were derived.
 ML0932
 ML0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM220336(NAD 83)
 ML0932_MARKER: DB = BENCH MARK DISK
 ML0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0932_STAMPING: P 314 1950
 ML0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0932+STABILITY: SURFACE MOTION
 ML0932
 ML0932  HISTORY     - Date     Condition        Report By
 ML0932  HISTORY     - 1950     MONUMENTED       CGS
 ML0932
 ML0932                          STATION DESCRIPTION
 ML0932
 ML0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0932'9.2 MI NE FROM DUNNING.
 ML0932'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 ML0932'STATE HIGHWAYS 7 AND 2 AT DUNNING, THENCE 6.7 MILES NORTHEAST
 ML0932'ALONG A WINDING SAND ROAD, 400 FEET SOUTH OF THE H.J. WHITEMAN
 ML0932'FARMHOUSE, 66 FEET WEST OF A FENCE CORNER, 46 FEET NORTHWEST
 ML0932'OF THE CENTER LINE OF THE ROAD, 1.0 FEET SOUTH OF A FENCE, 1.5
 ML0932'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0932'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0863 ***********************************************************************
 LH0863  DESIGNATION -  P 315
 LH0863  PID         -  LH0863
 LH0863  STATE/COUNTY-  NE/DAWSON
 LH0863  USGS QUAD   -  SUMNER (1962)
 LH0863
 LH0863                         *CURRENT SURVEY CONTROL
 LH0863  ___________________________________________________________________
 LH0863* NAD 83(1986)-  40 57 34.     (N)    099 35 11.     (W)     SCALED    
 LH0863* NAVD 88     -       738.804  (meters)    2423.89   (feet)  ADJUSTED  
 LH0863  ___________________________________________________________________
 LH0863  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 LH0863  DYNAMIC HT  -         738.384 (meters)    2422.51  (feet)  COMP
 LH0863  MODELED GRAV-     980,030.9   (mgal)                       NAVD 88
 LH0863
 LH0863  VERT ORDER  -  SECOND    CLASS 0
 LH0863
 LH0863.The horizontal coordinates were scaled from a topographic map and have
 LH0863.an estimated accuracy of +/- 6 seconds.
 LH0863
 LH0863.The orthometric height was determined by differential leveling
 LH0863.and adjusted by the National Geodetic Survey in June 1991..
 LH0863
 LH0863.The geoid height was determined by GEOID03.
 LH0863
 LH0863.The dynamic height is computed by dividing the NAVD 88
 LH0863.geopotential number by the normal gravity value computed on the
 LH0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0863.degrees latitude (g = 980.6199 gals.).
 LH0863
 LH0863.The modeled gravity was interpolated from observed gravity values.
 LH0863
 LH0863;                    North         East    Units  Estimated Accuracy
 LH0863;SPC NE       -   125,110.      534,810.      MT  (+/- 180 meters Scaled)
 LH0863
 LH0863                          SUPERSEDED SURVEY CONTROL
 LH0863
 LH0863  NGVD 29 (??/??/92)  738.530  (m)         2422.99   (f) ADJ UNCH    2 0
 LH0863
 LH0863.Superseded values are not recommended for survey control.
 LH0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0863.See file dsdata.txt to determine how the superseded data were derived.
 LH0863
 LH0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML506344(NAD 83)
 LH0863_MARKER: DB = BENCH MARK DISK
 LH0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0863_STAMPING: P 315 1950
 LH0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0863+STABILITY: SURFACE MOTION
 LH0863
 LH0863  HISTORY     - Date     Condition        Report By
 LH0863  HISTORY     - 1950     MONUMENTED       CGS
 LH0863  HISTORY     - 1983     GOOD             LOCSUR
 LH0863
 LH0863                          STATION DESCRIPTION
 LH0863
 LH0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0863'4.2 MI W FROM SUMNER.
 LH0863'4.2 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 LH0863'UNION PACIFIC RAILWAY STATION AT SUMNER, 112 FEET NORTHWEST OF
 LH0863'THE NORTHWEST CORNER OF A VACANT FARMHOUSE, 38 FEET SOUTH OF
 LH0863'THE CENTER LINE OF NEBRASKA STATE HIGHWAY NO. 40, 36 FEET EAST
 LH0863'OF THE CENTER LINE OF A PRIVATE DRIVE LEADING SOUTHEAST TO A
 LH0863'FARMHOUSE, 1.6 FEET EAST OF A REFERENCE POST, AND SET IN THE
 LH0863'TOP OF A 5.3 FOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 LH0863'GROUND.
 LH0863
 LH0863                          STATION RECOVERY (1983)
 LH0863
 LH0863'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0834 ***********************************************************************
 ML0834  DESIGNATION -  P 316 RESET
 ML0834  PID         -  ML0834
 ML0834  STATE/COUNTY-  NE/CUSTER
 ML0834  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0834
 ML0834                         *CURRENT SURVEY CONTROL
 ML0834  ___________________________________________________________________
 ML0834* NAD 83(1986)-  41 04 22.     (N)    099 41 29.     (W)     SCALED    
 ML0834* NAVD 88     -       762.32   (meters)    2501.0    (feet)  RESET     
 ML0834  ___________________________________________________________________
 ML0834  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 ML0834
 ML0834  VERT ORDER  -  THIRD
 ML0834
 ML0834.The horizontal coordinates were scaled from a topographic map and have
 ML0834.an estimated accuracy of +/- 6 seconds.
 ML0834
 ML0834.The orthometric height was computed from unverified reset data.
 ML0834
 ML0834.The geoid height was determined by GEOID03.
 ML0834
 ML0834;                    North         East    Units  Estimated Accuracy
 ML0834;SPC NE       -   137,660.      525,930.      MT  (+/- 180 meters Scaled)
 ML0834
 ML0834                          SUPERSEDED SURVEY CONTROL
 ML0834
 ML0834  NGVD 29 (??/??/??)  762.03   (m)         2500.1    (f) RESET       3  
 ML0834
 ML0834.Superseded values are not recommended for survey control.
 ML0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0834.See file dsdata.txt to determine how the superseded data were derived.
 ML0834
 ML0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML419470(NAD 83)
 ML0834_MARKER: DB = BENCH MARK DISK
 ML0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0834_STAMPING: P 316 RESET 1963
 ML0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0834+STABILITY: SURFACE MOTION
 ML0834
 ML0834  HISTORY     - Date     Condition        Report By
 ML0834  HISTORY     - 1963     MONUMENTED       USGS
 ML0834
 ML0834                          STATION DESCRIPTION
 ML0834
 ML0834'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 ML0834'6 MI SE FROM OCONTO.
 ML0834'6.0 MILES SOUTHEAST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM
 ML0834'THE UNION PACIFIC RAILWAY STATION AT OCONTO, 0.2 MILE NORTHWEST
 ML0834'ALONG NEBRASKA STATE HIGHWAY 40 FROM DIRT ROAD LEADING EAST
 ML0834'TO FARM, 370 FEET NORTHWEST ALONG TELEPHONE LINE FROM TELEPHONE
 ML0834'POLE MARKED AS MILEPOST NO. 46, 42 FEET NORTHEAST OF EAST
 ML0834'TRACK OF UNION PACIFIC RAILWAY, 8 FEET NORTH OF A TELEPHONE
 ML0834'POLE WHICH IS THE THIRD POLE NORTHWES OF MILEPOST NO. 46, 1.2
 ML0834'FEET SOUTH OF TRIANGULAR-SHAPED CONCRETE FENCE POST, NEAR FENCE
 ML0834'LINE, AND SET IN A 4-FOOT LONG, 6-INCH DIAMETER CONCRETE POST
 ML0834'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1218 ***********************************************************************
 ML1218  DESIGNATION -  P 317 RESET
 ML1218  PID         -  ML1218
 ML1218  STATE/COUNTY-  NE/CUSTER
 ML1218  USGS QUAD   -  CALLAWAY (1978)
 ML1218
 ML1218                         *CURRENT SURVEY CONTROL
 ML1218  ___________________________________________________________________
 ML1218* NAD 83(1986)-  41 20 59.     (N)    099 59 18.     (W)     SCALED    
 ML1218* NAVD 88     -       798.51   (meters)    2619.8    (feet)  RESET     
 ML1218  ___________________________________________________________________
 ML1218  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 ML1218
 ML1218  VERT ORDER  -  THIRD
 ML1218
 ML1218.The horizontal coordinates were scaled from a topographic map and have
 ML1218.an estimated accuracy of +/- 6 seconds.
 ML1218
 ML1218.The orthometric height was computed from unverified reset data.
 ML1218.No vertical observational check was made to the station.
 ML1218
 ML1218.The geoid height was determined by GEOID03.
 ML1218
 ML1218;                    North         East    Units  Estimated Accuracy
 ML1218;SPC NE       -   168,360.      500,980.      MT  (+/- 180 meters Scaled)
 ML1218
 ML1218                          SUPERSEDED SURVEY CONTROL
 ML1218
 ML1218  NGVD 29 (08/02/06)  798.26   (m)         2619.0    (f) RESET       3  
 ML1218
 ML1218.Superseded values are not recommended for survey control.
 ML1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1218.See file dsdata.txt to determine how the superseded data were derived.
 ML1218
 ML1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML173780(NAD 83)
 ML1218_MARKER: DV = VERTICAL CONTROL DISK
 ML1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1218_SP_SET: CONCRETE POST
 ML1218_STAMPING: P 317 RESET 1984
 ML1218_MARK LOGO: NGS   
 ML1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1218+STABILITY: SURFACE MOTION
 ML1218
 ML1218  HISTORY     - Date     Condition        Report By
 ML1218  HISTORY     - 1984     MONUMENTED       NGS
 ML1218
 ML1218                          STATION DESCRIPTION
 ML1218
 ML1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ML1218'10.30 KM (6.40 MI) NORTH ALONG GRAND AVENUE AND A PAVED COUNTY ROAD,
 ML1218'FROM THE POST OFFICE IN CALLAWAY, TO THE MARK ON THE RIGHT, 13.6 M
 ML1218'(44.6 FT) NORTHEAST FROM THE CENTERLINE OF THE ROAD, 9.25 M (30.35
 ML1218'FT) NORTHWEST FROM A FENCE CORNER, 0.46 M (1.51 FT) SOUTHWEST FROM A
 ML1218'FENCE, 0.46 M (1.51 FT) SOUTHEAST FROM A WITNESS POST, SET INTO THE
 ML1218'TOP OF A 10-INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND
 ML1218'AND IS ABOUT 1.2 M (3.9 FT) LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0900 ***********************************************************************
 ML0900  DESIGNATION -  P 318
 ML0900  PID         -  ML0900
 ML0900  STATE/COUNTY-  NE/CUSTER
 ML0900  USGS QUAD   -  MILBURN (1978)
 ML0900
 ML0900                         *CURRENT SURVEY CONTROL
 ML0900  ___________________________________________________________________
 ML0900* NAD 83(1986)-  41 38 25.     (N)    099 38 05.     (W)     SCALED    
 ML0900* NAVD 88     -       745.768  (meters)    2446.74   (feet)  ADJUSTED  
 ML0900  ___________________________________________________________________
 ML0900  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 ML0900  DYNAMIC HT  -         745.383 (meters)    2445.48  (feet)  COMP
 ML0900  MODELED GRAV-     980,082.6   (mgal)                       NAVD 88
 ML0900
 ML0900  VERT ORDER  -  SECOND    CLASS 0
 ML0900
 ML0900.The horizontal coordinates were scaled from a topographic map and have
 ML0900.an estimated accuracy of +/- 6 seconds.
 ML0900
 ML0900.The orthometric height was determined by differential leveling
 ML0900.and adjusted by the National Geodetic Survey in June 1991..
 ML0900
 ML0900.The geoid height was determined by GEOID03.
 ML0900
 ML0900.The dynamic height is computed by dividing the NAVD 88
 ML0900.geopotential number by the normal gravity value computed on the
 ML0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0900.degrees latitude (g = 980.6199 gals.).
 ML0900
 ML0900.The modeled gravity was interpolated from observed gravity values.
 ML0900
 ML0900;                    North         East    Units  Estimated Accuracy
 ML0900;SPC NE       -   200,680.      530,420.      MT  (+/- 180 meters Scaled)
 ML0900
 ML0900                          SUPERSEDED SURVEY CONTROL
 ML0900
 ML0900  NGVD 29 (??/??/92)  745.489  (m)         2445.83   (f) ADJ UNCH    2 0
 ML0900
 ML0900.Superseded values are not recommended for survey control.
 ML0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0900.See file dsdata.txt to determine how the superseded data were derived.
 ML0900
 ML0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM471100(NAD 83)
 ML0900_MARKER: DB = BENCH MARK DISK
 ML0900_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0900_SP_SET: STEP
 ML0900_STAMPING: P 318 1950
 ML0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0900
 ML0900  HISTORY     - Date     Condition        Report By
 ML0900  HISTORY     - 1950     MONUMENTED       CGS
 ML0900
 ML0900                          STATION DESCRIPTION
 ML0900
 ML0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0900'AT GATES.
 ML0900'AT GATES, AT THE WEST ENTRANCE OF A RED BRICK SCHOOL BUILDING, SET
 ML0900'IN THE TOP OF THE TOP CONCRETE STEP, 2 FEET SOUTH OF THE NORTH
 ML0900'END OF THE STEP, 0.8 FOOT WEST OF THE WEST WALL OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0987 ***********************************************************************
 ML0987  DESIGNATION -  P 319
 ML0987  PID         -  ML0987
 ML0987  STATE/COUNTY-  NE/LOUP
 ML0987  USGS QUAD   -  ALMERIA SW (1952)
 ML0987
 ML0987                         *CURRENT SURVEY CONTROL
 ML0987  ___________________________________________________________________
 ML0987* NAD 83(1986)-  41 49 41.     (N)    099 37 38.     (W)     SCALED    
 ML0987* NAVD 88     -       761.667  (meters)    2498.90   (feet)  ADJUSTED  
 ML0987  ___________________________________________________________________
 ML0987  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 ML0987  DYNAMIC HT  -         761.294 (meters)    2497.68  (feet)  COMP
 ML0987  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 ML0987
 ML0987  VERT ORDER  -  SECOND    CLASS 0
 ML0987
 ML0987.The horizontal coordinates were scaled from a topographic map and have
 ML0987.an estimated accuracy of +/- 6 seconds.
 ML0987
 ML0987.The orthometric height was determined by differential leveling
 ML0987.and adjusted by the National Geodetic Survey in June 1991..
 ML0987
 ML0987.The geoid height was determined by GEOID03.
 ML0987
 ML0987.The dynamic height is computed by dividing the NAVD 88
 ML0987.geopotential number by the normal gravity value computed on the
 ML0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0987.degrees latitude (g = 980.6199 gals.).
 ML0987
 ML0987.The modeled gravity was interpolated from observed gravity values.
 ML0987
 ML0987;                    North         East    Units  Estimated Accuracy
 ML0987;SPC NE       -   221,530.      530,960.      MT  (+/- 180 meters Scaled)
 ML0987
 ML0987                          SUPERSEDED SURVEY CONTROL
 ML0987
 ML0987  NGVD 29 (??/??/92)  761.392  (m)         2498.00   (f) ADJ UNCH    2 0
 ML0987
 ML0987.Superseded values are not recommended for survey control.
 ML0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0987.See file dsdata.txt to determine how the superseded data were derived.
 ML0987
 ML0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM479308(NAD 83)
 ML0987_MARKER: DB = BENCH MARK DISK
 ML0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0987_STAMPING: P 319 1950
 ML0987_MARK LOGO: CGS   
 ML0987_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0987+STABILITY: SURFACE MOTION
 ML0987
 ML0987  HISTORY     - Date     Condition        Report By
 ML0987  HISTORY     - 1950     MONUMENTED       CGS
 ML0987  HISTORY     - 19950524 GOOD             NGS
 ML0987
 ML0987                          STATION DESCRIPTION
 ML0987
 ML0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0987'5.8 MI W FROM ALMERIA.
 ML0987'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0987'ALMERIA, THENCE 3.25 MILES WEST ALONG A DIRT ROAD, ON TOP OF
 ML0987'A SMALL KNOLL, 0.1 MILE EAST OF A FENCE LEADING NORTH, 213 FEET
 ML0987'WEST OF A SMALL CEDAR TREE, 33 FEET SOUTH OF THE CENTER LINE OF
 ML0987'THE ROAD, 2.4 FEET NORTH OF A FENCE, 1.2 FEET SOUTH OF A WITNESS
 ML0987'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 ML0987'ABOVE THE GROUND.
 ML0987
 ML0987                          STATION RECOVERY (1995)
 ML0987
 ML0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0987'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0329 ***********************************************************************
 LJ0329  DESIGNATION -  P 320
 LJ0329  PID         -  LJ0329
 LJ0329  STATE/COUNTY-  NE/DAWSON
 LJ0329  USGS QUAD   -  GOTHENBURG SE (1970)
 LJ0329
 LJ0329                         *CURRENT SURVEY CONTROL
 LJ0329  ___________________________________________________________________
 LJ0329* NAD 83(1986)-  40 51 49.     (N)    100 00 05.     (W)     SCALED    
 LJ0329* NAVD 88     -       760.213  (meters)    2494.13   (feet)  ADJUSTED  
 LJ0329  ___________________________________________________________________
 LJ0329  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 LJ0329  DYNAMIC HT  -         759.768 (meters)    2492.67  (feet)  COMP
 LJ0329  MODELED GRAV-     980,013.1   (mgal)                       NAVD 88
 LJ0329
 LJ0329  VERT ORDER  -  FIRST     CLASS II
 LJ0329
 LJ0329.The horizontal coordinates were scaled from a topographic map and have
 LJ0329.an estimated accuracy of +/- 6 seconds.
 LJ0329
 LJ0329.The orthometric height was determined by differential leveling
 LJ0329.and adjusted by the National Geodetic Survey in June 1991..
 LJ0329.WARNING-Repeat measurements at this control monument indicate possible
 LJ0329.vertical movement.
 LJ0329
 LJ0329.The geoid height was determined by GEOID03.
 LJ0329
 LJ0329.The dynamic height is computed by dividing the NAVD 88
 LJ0329.geopotential number by the normal gravity value computed on the
 LJ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0329.degrees latitude (g = 980.6199 gals.).
 LJ0329
 LJ0329.The modeled gravity was interpolated from observed gravity values.
 LJ0329
 LJ0329;                    North         East    Units  Estimated Accuracy
 LJ0329;SPC NE       -   114,390.      499,880.      MT  (+/- 180 meters Scaled)
 LJ0329
 LJ0329                          SUPERSEDED SURVEY CONTROL
 LJ0329
 LJ0329  NGVD 29 (02/14/92)  759.910  (m)         2493.14   (f) ADJUSTED    1 2
 LJ0329
 LJ0329.Superseded values are not recommended for survey control.
 LJ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0329.See file dsdata.txt to determine how the superseded data were derived.
 LJ0329
 LJ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML156240(NAD 83)
 LJ0329_MARKER: DB = BENCH MARK DISK
 LJ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0329_SP_SET: CONCRETE POST
 LJ0329_STAMPING: P 320 1950
 LJ0329_MARK LOGO: CGS   
 LJ0329_PROJECTION: RECESSED 3 CENTIMETERS
 LJ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0329+STABILITY: SURFACE MOTION
 LJ0329
 LJ0329  HISTORY     - Date     Condition        Report By
 LJ0329  HISTORY     - 1950     MONUMENTED       CGS
 LJ0329  HISTORY     - 1986     GOOD             NGS
 LJ0329
 LJ0329                          STATION DESCRIPTION
 LJ0329
 LJ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LJ0329'0.9 MI NW FROM COZAD.
 LJ0329'0.9 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LJ0329'RAILROAD STATION AT COZAD, AT THE MAIN ENTRANCE TO THE COZAD
 LJ0329'AIRPORT, IN THE SOUTHEAST CORNER OF THE ROSE MOTEL PARK, 86
 LJ0329'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET WEST
 LJ0329'OF THE CENTER OF THE MAIN ENTRANCE TO THE AIRPORT, 79 FEET
 LJ0329'EAST OF A TELEPHONE POLE, 40 FEET NORTHWEST OF THE NORTHWEST
 LJ0329'CORNER OF A SMALL WOODEN BRIDGE, 13 FEET NORTH OF A WITNESS
 LJ0329'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 LJ0329'THE GROUND.
 LJ0329
 LJ0329                          STATION RECOVERY (1986)
 LJ0329
 LJ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0329'RECOVERED IN GOOD CONDITION.  THE 1950 DESCRIPTION IS ADEQUATE EXCEPT
 LJ0329'OMIT--43.0 FEET WEST OF THE CENTER OF THE MAIN AIRPORT ENTRANCE ROAD,
 LJ0329'ADD--11.7 METERS (38.5 FT) WEST OF THE CENTER OF THE MAIN AIRPORT
 LJ0329'ENTRANCE ROAD AND 5.3 METERS (17.5 FT) WEST-SOUTHWEST OF THE SOUTH
 LJ0329'EVERGREEN TREE IN THE EAST ROW OF TREES.
 LJ0329'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0293 ***********************************************************************
 ML0293  DESIGNATION -  P 323
 ML0293  PID         -  ML0293
 ML0293  STATE/COUNTY-  NE/SHERMAN
 ML0293  USGS QUAD   -  LOUP CITY (1978)
 ML0293
 ML0293                         *CURRENT SURVEY CONTROL
 ML0293  ___________________________________________________________________
 ML0293* NAD 83(1986)-  41 17 17.     (N)    098 58 22.     (W)     SCALED    
 ML0293* NAVD 88     -       638.619  (meters)    2095.20   (feet)  ADJUSTED  
 ML0293  ___________________________________________________________________
 ML0293  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 ML0293  DYNAMIC HT  -         638.291 (meters)    2094.13  (feet)  COMP
 ML0293  MODELED GRAV-     980,089.4   (mgal)                       NAVD 88
 ML0293
 ML0293  VERT ORDER  -  FIRST     CLASS II
 ML0293
 ML0293.The horizontal coordinates were scaled from a topographic map and have
 ML0293.an estimated accuracy of +/- 6 seconds.
 ML0293
 ML0293.The orthometric height was determined by differential leveling
 ML0293.and adjusted by the National Geodetic Survey in June 1991..
 ML0293
 ML0293.The geoid height was determined by GEOID03.
 ML0293
 ML0293.The dynamic height is computed by dividing the NAVD 88
 ML0293.geopotential number by the normal gravity value computed on the
 ML0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0293.degrees latitude (g = 980.6199 gals.).
 ML0293
 ML0293.The modeled gravity was interpolated from observed gravity values.
 ML0293
 ML0293;                    North         East    Units  Estimated Accuracy
 ML0293;SPC NE       -   162,020.      586,020.      MT  (+/- 180 meters Scaled)
 ML0293
 ML0293                          SUPERSEDED SURVEY CONTROL
 ML0293
 ML0293  NGVD 29 (??/??/92)  638.373  (m)         2094.40   (f) ADJ UNCH    1 2
 ML0293
 ML0293.Superseded values are not recommended for survey control.
 ML0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0293.See file dsdata.txt to determine how the superseded data were derived.
 ML0293
 ML0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL022707(NAD 83)
 ML0293_MARKER: DB = BENCH MARK DISK
 ML0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0293_STAMPING: P 323 1950
 ML0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0293+STABILITY: SURFACE MOTION
 ML0293
 ML0293  HISTORY     - Date     Condition        Report By
 ML0293  HISTORY     - 1950     MONUMENTED       CGS
 ML0293
 ML0293                          STATION DESCRIPTION
 ML0293
 ML0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0293'1.1 MI NW FROM LOUP CITY.
 ML0293'0.1 MILE WEST ALONG NEBRASKA AVENUE FROM THE COURTHOUSE AT LOUP
 ML0293'CITY, THENCE 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 58, 203 FEET
 ML0293'WEST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 ML0293'NORTH, 76 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18
 ML0293'FEET SOUTHWEST OF A POWER POLE, 1.4 FEET NORTHWEST OF A WITNESS
 ML0293'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 ML0293'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0918 ***********************************************************************
 ML0918  DESIGNATION -  P 324
 ML0918  PID         -  ML0918
 ML0918  STATE/COUNTY-  NE/BLAINE
 ML0918  USGS QUAD   -  BREWSTER SE (1978)
 ML0918
 ML0918                         *CURRENT SURVEY CONTROL
 ML0918  ___________________________________________________________________
 ML0918* NAD 83(1986)-  41 45 10.     (N)    099 45 43.     (W)     SCALED    
 ML0918* NAVD 88     -       762.761  (meters)    2502.49   (feet)  ADJUSTED  
 ML0918  ___________________________________________________________________
 ML0918  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 ML0918  DYNAMIC HT  -         762.375 (meters)    2501.23  (feet)  COMP
 ML0918  MODELED GRAV-     980,091.6   (mgal)                       NAVD 88
 ML0918
 ML0918  VERT ORDER  -  SECOND    CLASS 0
 ML0918
 ML0918.The horizontal coordinates were scaled from a topographic map and have
 ML0918.an estimated accuracy of +/- 6 seconds.
 ML0918
 ML0918.The orthometric height was determined by differential leveling
 ML0918.and adjusted by the National Geodetic Survey in June 1991..
 ML0918
 ML0918.The geoid height was determined by GEOID03.
 ML0918
 ML0918.The dynamic height is computed by dividing the NAVD 88
 ML0918.geopotential number by the normal gravity value computed on the
 ML0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0918.degrees latitude (g = 980.6199 gals.).
 ML0918
 ML0918.The modeled gravity was interpolated from observed gravity values.
 ML0918
 ML0918;                    North         East    Units  Estimated Accuracy
 ML0918;SPC NE       -   213,140.      519,790.      MT  (+/- 180 meters Scaled)
 ML0918
 ML0918                          SUPERSEDED SURVEY CONTROL
 ML0918
 ML0918  NGVD 29 (??/??/92)  762.478  (m)         2501.56   (f) ADJ UNCH    2 0
 ML0918
 ML0918.Superseded values are not recommended for survey control.
 ML0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0918.See file dsdata.txt to determine how the superseded data were derived.
 ML0918
 ML0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM366226(NAD 83)
 ML0918_MARKER: DB = BENCH MARK DISK
 ML0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0918_STAMPING: P 324 1950
 ML0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0918+STABILITY: SURFACE MOTION
 ML0918
 ML0918  HISTORY     - Date     Condition        Report By
 ML0918  HISTORY     - 1950     MONUMENTED       CGS
 ML0918
 ML0918                          STATION DESCRIPTION
 ML0918
 ML0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0918'3.5 MI NW FROM MILBURN.
 ML0918'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0918'MILBURN, THENCE 2.5 MILES NORTHWEST ALONG A WINDING SAND ROAD,
 ML0918'200 FEET NORTHEAST OF A 2 STORY WHITE FARMHOUSE, 192 FEET WEST
 ML0918'OF THE CENTER LINE OF THE ROAD, 36 FEET SOUTH OF THE CENTER LINE
 ML0918'OF A PRIVATE ROAD, AT A GATE AND CATTLE GUARD, 0.7 FOOT EAST
 ML0918'OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0918'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1534 ***********************************************************************
 MK1534  DESIGNATION -  P 325
 MK1534  PID         -  MK1534
 MK1534  STATE/COUNTY-  NE/HAMILTON
 MK1534  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1534
 MK1534                         *CURRENT SURVEY CONTROL
 MK1534  ___________________________________________________________________
 MK1534* NAD 83(1986)-  41 04 53.     (N)    097 54 21.     (W)     SCALED    
 MK1534* NAVD 88     -       541.292  (meters)    1775.89   (feet)  ADJUSTED  
 MK1534  ___________________________________________________________________
 MK1534  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 MK1534  DYNAMIC HT  -         541.018 (meters)    1774.99  (feet)  COMP
 MK1534  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 MK1534
 MK1534  VERT ORDER  -  SECOND    CLASS 0
 MK1534
 MK1534.The horizontal coordinates were scaled from a topographic map and have
 MK1534.an estimated accuracy of +/- 6 seconds.
 MK1534
 MK1534.The orthometric height was determined by differential leveling
 MK1534.and adjusted by the National Geodetic Survey in June 1991..
 MK1534
 MK1534.The geoid height was determined by GEOID03.
 MK1534
 MK1534.The dynamic height is computed by dividing the NAVD 88
 MK1534.geopotential number by the normal gravity value computed on the
 MK1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1534.degrees latitude (g = 980.6199 gals.).
 MK1534
 MK1534.The modeled gravity was interpolated from observed gravity values.
 MK1534
 MK1534;                    North         East    Units  Estimated Accuracy
 MK1534;SPC NE       -   140,700.      675,900.      MT  (+/- 180 meters Scaled)
 MK1534
 MK1534                          SUPERSEDED SURVEY CONTROL
 MK1534
 MK1534  NGVD 29 (??/??/92)  541.069  (m)         1775.16   (f) ADJ UNCH    2 0
 MK1534
 MK1534.Superseded values are not recommended for survey control.
 MK1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1534.See file dsdata.txt to determine how the superseded data were derived.
 MK1534
 MK1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL919483(NAD 83)
 MK1534_MARKER: DB = BENCH MARK DISK
 MK1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1534_STAMPING: P 325 1950
 MK1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1534+STABILITY: SURFACE MOTION
 MK1534
 MK1534  HISTORY     - Date     Condition        Report By
 MK1534  HISTORY     - 1950     MONUMENTED       CGS
 MK1534  HISTORY     - 1962     GOOD             USGS
 MK1534
 MK1534                          STATION DESCRIPTION
 MK1534
 MK1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1534'0.8 MI W FROM HORDVILLE.
 MK1534'1.3 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1534'AT HORDVILLE, AT A ROAD CROSSING, 73 FEET SOUTHWEST OF THE
 MK1534'SOUTHWEST RAIL, 29 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MK1534'SOUTH ROAD, 21 FEET NORTH OF THE CENTER OF A GATE, 0.9 FOOT EAST
 MK1534'OF A FENCE, 2.1 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 MK1534'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1534'NOTE-- 2100 FEET NW ALONG RR FROM RD. XING, 1120 FEET SE OF
 MK1534'MILEPOST 70, 42.4 FEET S OF TRACK.
 MK1534
 MK1534                          STATION RECOVERY (1962)
 MK1534
 MK1534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MK1534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1511 ***********************************************************************
 MK1511  DESIGNATION -  P 326
 MK1511  PID         -  MK1511
 MK1511  STATE/COUNTY-  NE/POLK
 MK1511  USGS QUAD   -  SILVER CREEK SE (1958)
 MK1511
 MK1511                         *CURRENT SURVEY CONTROL
 MK1511  ___________________________________________________________________
 MK1511* NAD 83(1986)-  41 15 26.     (N)    097 32 29.     (W)     SCALED    
 MK1511* NAVD 88     -       484.455  (meters)    1589.42   (feet)  ADJUSTED  
 MK1511  ___________________________________________________________________
 MK1511  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 MK1511  DYNAMIC HT  -         484.225 (meters)    1588.66  (feet)  COMP
 MK1511  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 MK1511
 MK1511  VERT ORDER  -  SECOND    CLASS 0
 MK1511
 MK1511.The horizontal coordinates were scaled from a topographic map and have
 MK1511.an estimated accuracy of +/- 6 seconds.
 MK1511
 MK1511.The orthometric height was determined by differential leveling
 MK1511.and adjusted by the National Geodetic Survey in June 1991..
 MK1511
 MK1511.The geoid height was determined by GEOID03.
 MK1511
 MK1511.The dynamic height is computed by dividing the NAVD 88
 MK1511.geopotential number by the normal gravity value computed on the
 MK1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1511.degrees latitude (g = 980.6199 gals.).
 MK1511
 MK1511.The modeled gravity was interpolated from observed gravity values.
 MK1511
 MK1511;                    North         East    Units  Estimated Accuracy
 MK1511;SPC NE       -   161,020.      705,950.      MT  (+/- 180 meters Scaled)
 MK1511
 MK1511                          SUPERSEDED SURVEY CONTROL
 MK1511
 MK1511  NGVD 29 (??/??/92)  484.256  (m)         1588.76   (f) ADJ UNCH    2 0
 MK1511
 MK1511.Superseded values are not recommended for survey control.
 MK1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1511.See file dsdata.txt to determine how the superseded data were derived.
 MK1511
 MK1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL221683(NAD 83)
 MK1511_MARKER: DB = BENCH MARK DISK
 MK1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1511_STAMPING: P 326 1950
 MK1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1511+STABILITY: SURFACE MOTION
 MK1511
 MK1511  HISTORY     - Date     Condition        Report By
 MK1511  HISTORY     - 1950     MONUMENTED       CGS
 MK1511
 MK1511                          STATION DESCRIPTION
 MK1511
 MK1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1511'5.9 MI N FROM OSCEOLA.
 MK1511'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1511'AT OSCEOLA, THENCE 1.8 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK1511'0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 3.4 MILES NORTH
 MK1511'ALONG A GRAVELED ROAD, AT THE FOOT OF A HILL, 0.15 MILE NORTH OF A
 MK1511'FARMHOUSE, 29 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.1
 MK1511'FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN
 MK1511'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MK1511'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1513 ***********************************************************************
 MK1513  DESIGNATION -  P 327
 MK1513  PID         -  MK1513
 MK1513  STATE/COUNTY-  NE/POLK
 MK1513  USGS QUAD   -  SILVER CREEK SE (1958)
 MK1513
 MK1513                         *CURRENT SURVEY CONTROL
 MK1513  ___________________________________________________________________
 MK1513* NAD 83(1986)-  41 20 15.     (N)    097 30 09.     (W)     SCALED    
 MK1513* NAVD 88     -       455.095  (meters)    1493.09   (feet)  ADJUSTED  
 MK1513  ___________________________________________________________________
 MK1513  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 MK1513  DYNAMIC HT  -         454.892 (meters)    1492.42  (feet)  COMP
 MK1513  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 MK1513
 MK1513  VERT ORDER  -  SECOND    CLASS 0
 MK1513
 MK1513.The horizontal coordinates were scaled from a topographic map and have
 MK1513.an estimated accuracy of +/- 6 seconds.
 MK1513
 MK1513.The orthometric height was determined by differential leveling
 MK1513.and adjusted by the National Geodetic Survey in June 1991..
 MK1513
 MK1513.The geoid height was determined by GEOID03.
 MK1513
 MK1513.The dynamic height is computed by dividing the NAVD 88
 MK1513.geopotential number by the normal gravity value computed on the
 MK1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1513.degrees latitude (g = 980.6199 gals.).
 MK1513
 MK1513.The modeled gravity was interpolated from observed gravity values.
 MK1513
 MK1513;                    North         East    Units  Estimated Accuracy
 MK1513;SPC NE       -   170,020.      708,950.      MT  (+/- 180 meters Scaled)
 MK1513
 MK1513                          SUPERSEDED SURVEY CONTROL
 MK1513
 MK1513  NGVD 29 (??/??/92)  454.908  (m)         1492.48   (f) ADJ UNCH    2 0
 MK1513
 MK1513.Superseded values are not recommended for survey control.
 MK1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1513.See file dsdata.txt to determine how the superseded data were derived.
 MK1513
 MK1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL252773(NAD 83)
 MK1513_MARKER: DB = BENCH MARK DISK
 MK1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1513_STAMPING: P 327 1950
 MK1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1513+STABILITY: SURFACE MOTION
 MK1513
 MK1513  HISTORY     - Date     Condition        Report By
 MK1513  HISTORY     - 1950     MONUMENTED       CGS
 MK1513
 MK1513                          STATION DESCRIPTION
 MK1513
 MK1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1513'4 MI S FROM DUNCAN.
 MK1513'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1513'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A GRAVELED
 MK1513'ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT A T ROAD
 MK1513'JUNCTION, 250 FEET SOUTHEAST OF A BRIDGE OVER THE SOUTH CHANNEL
 MK1513'OF THE PLATTE RIVER, 163 FEET EAST OF THE CENTER LINE OF A NORTH
 MK1513'AND SOUTH ROAD, 84 FEET WEST OF A FENCE CORNER, 32 FEET NORTH
 MK1513'OF THE CENTER LINE OF A ROAD LEADING EAST, 0.9 FOOT SOUTH OF A
 MK1513'FENCE, 2.1 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MK1513'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0583 ***********************************************************************
 ML0583  DESIGNATION -  P 328
 ML0583  PID         -  ML0583
 ML0583  STATE/COUNTY-  NE/CUSTER
 ML0583  USGS QUAD   -  SARGENT SE (1978)
 ML0583
 ML0583                         *CURRENT SURVEY CONTROL
 ML0583  ___________________________________________________________________
 ML0583* NAD 83(1986)-  41 36 27.     (N)    099 17 31.     (W)     SCALED    
 ML0583* NAVD 88     -       693.610  (meters)    2275.62   (feet)  ADJUSTED  
 ML0583  ___________________________________________________________________
 ML0583  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 ML0583  DYNAMIC HT  -         693.268 (meters)    2274.50  (feet)  COMP
 ML0583  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 ML0583
 ML0583  VERT ORDER  -  FIRST     CLASS II
 ML0583
 ML0583.The horizontal coordinates were scaled from a topographic map and have
 ML0583.an estimated accuracy of +/- 6 seconds.
 ML0583
 ML0583.The orthometric height was determined by differential leveling
 ML0583.and adjusted by the National Geodetic Survey in June 1991..
 ML0583
 ML0583.The geoid height was determined by GEOID03.
 ML0583
 ML0583.The dynamic height is computed by dividing the NAVD 88
 ML0583.geopotential number by the normal gravity value computed on the
 ML0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0583.degrees latitude (g = 980.6199 gals.).
 ML0583
 ML0583.The modeled gravity was interpolated from observed gravity values.
 ML0583
 ML0583;                    North         East    Units  Estimated Accuracy
 ML0583;SPC NE       -   197,220.      559,000.      MT  (+/- 180 meters Scaled)
 ML0583
 ML0583                          SUPERSEDED SURVEY CONTROL
 ML0583
 ML0583  NGVD 29 (??/??/92)  693.362  (m)         2274.81   (f) ADJ UNCH    1 2
 ML0583
 ML0583.Superseded values are not recommended for survey control.
 ML0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0583.See file dsdata.txt to determine how the superseded data were derived.
 ML0583
 ML0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM756062(NAD 83)
 ML0583_MARKER: DB = BENCH MARK DISK
 ML0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0583_STAMPING: P 328 1950
 ML0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0583+STABILITY: SURFACE MOTION
 ML0583
 ML0583  HISTORY     - Date     Condition        Report By
 ML0583  HISTORY     - 1950     MONUMENTED       CGS
 ML0583
 ML0583                          STATION DESCRIPTION
 ML0583
 ML0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0583'4.3 MI SE FROM SARGENT.
 ML0583'4.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0583'RAILROAD FROM THE STATION AT SARGENT, 0.2 MILE SOUTHEAST OF
 ML0583'MILEPOST 69, 48 FEET NORTHEAST OF THE NORTHEAST RAIL, 26 FEET
 ML0583'NORTHWEST OF THE CENTER OF A GATE, 26 FEET NORTHWEST OF THE
 ML0583'CENTER OF A PRIVATE ROAD CROSSING, 1 FOOT SOUTHWEST OF A FENCE,
 ML0583'1.3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 ML0583'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1346 ***********************************************************************
 MK1346  DESIGNATION -  P 329
 MK1346  PID         -  MK1346
 MK1346  STATE/COUNTY-  NE/BUTLER
 MK1346  USGS QUAD   -  SCHUYLER (1968)
 MK1346
 MK1346                         *CURRENT SURVEY CONTROL
 MK1346  ___________________________________________________________________
 MK1346* NAD 83(1986)-  41 22 47.     (N)    097 04 52.     (W)     SCALED    
 MK1346* NAVD 88     -       421.263  (meters)    1382.09   (feet)  ADJUSTED  
 MK1346  ___________________________________________________________________
 MK1346  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 MK1346  DYNAMIC HT  -         421.076 (meters)    1381.48  (feet)  COMP
 MK1346  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 MK1346
 MK1346  VERT ORDER  -  SECOND    CLASS 0
 MK1346
 MK1346.The horizontal coordinates were scaled from a topographic map and have
 MK1346.an estimated accuracy of +/- 6 seconds.
 MK1346
 MK1346.The orthometric height was determined by differential leveling
 MK1346.and adjusted by the National Geodetic Survey in June 1991..
 MK1346
 MK1346.The geoid height was determined by GEOID03.
 MK1346
 MK1346.The dynamic height is computed by dividing the NAVD 88
 MK1346.geopotential number by the normal gravity value computed on the
 MK1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1346.degrees latitude (g = 980.6199 gals.).
 MK1346
 MK1346.The modeled gravity was interpolated from observed gravity values.
 MK1346
 MK1346;                    North         East    Units  Estimated Accuracy
 MK1346;SPC NE       -   175,810.      744,040.      MT  (+/- 180 meters Scaled)
 MK1346
 MK1346                          SUPERSEDED SURVEY CONTROL
 MK1346
 MK1346  NGVD 29 (??/??/92)  421.094  (m)         1381.54   (f) ADJ UNCH    2 0
 MK1346
 MK1346.Superseded values are not recommended for survey control.
 MK1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1346.See file dsdata.txt to determine how the superseded data were derived.
 MK1346
 MK1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL604826(NAD 83)
 MK1346_MARKER: DB = BENCH MARK DISK
 MK1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1346_STAMPING: P 329 1950
 MK1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1346+STABILITY: SURFACE MOTION
 MK1346
 MK1346  HISTORY     - Date     Condition        Report By
 MK1346  HISTORY     - 1950     MONUMENTED       CGS
 MK1346
 MK1346                          STATION DESCRIPTION
 MK1346
 MK1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1346'5.6 MI SW FROM SCHUYLER.
 MK1346'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1346'SCHUYLER, THENCE 4.65 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE
 MK1346'1.0 MILE WEST ALONG A GRAVELED ROAD, AT THE FARM HOME OF RALPH
 MK1346'PAPA, 115 FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 MK1346'SOUTH, 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE,
 MK1346'41 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 14
 MK1346'FEET EAST OF A 16 INCH MAPLE TREE, 15 FEET WEST OF THE CENTER
 MK1346'OF AN IRON FRAME GATE, 1 FOOT SOUTH OF A FENCE, 2 FEET WEST OF
 MK1346'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1346'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0187 ***********************************************************************
 ML0187  DESIGNATION -  P 332
 ML0187  PID         -  ML0187
 ML0187  STATE/COUNTY-  NE/MERRICK
 ML0187  USGS QUAD   -  ARCHER (1962)
 ML0187
 ML0187                         *CURRENT SURVEY CONTROL
 ML0187  ___________________________________________________________________
 ML0187* NAD 83(1986)-  41 12 08.     (N)    098 13 54.     (W)     SCALED    
 ML0187* NAVD 88     -       552.794  (meters)    1813.62   (feet)  ADJUSTED  
 ML0187  ___________________________________________________________________
 ML0187  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 ML0187  DYNAMIC HT  -         552.525 (meters)    1812.74  (feet)  COMP
 ML0187  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 ML0187
 ML0187  VERT ORDER  -  SECOND    CLASS 0
 ML0187
 ML0187.The horizontal coordinates were scaled from a topographic map and have
 ML0187.an estimated accuracy of +/- 6 seconds.
 ML0187
 ML0187.The orthometric height was determined by differential leveling
 ML0187.and adjusted by the National Geodetic Survey in June 1991..
 ML0187
 ML0187.The geoid height was determined by GEOID03.
 ML0187
 ML0187.The dynamic height is computed by dividing the NAVD 88
 ML0187.geopotential number by the normal gravity value computed on the
 ML0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0187.degrees latitude (g = 980.6199 gals.).
 ML0187
 ML0187.The modeled gravity was interpolated from observed gravity values.
 ML0187
 ML0187;                    North         East    Units  Estimated Accuracy
 ML0187;SPC NE       -   153,500.      648,260.      MT  (+/- 180 meters Scaled)
 ML0187
 ML0187                          SUPERSEDED SURVEY CONTROL
 ML0187
 ML0187  NGVD 29 (??/??/92)  552.561  (m)         1812.86   (f) ADJ UNCH    2 0
 ML0187
 ML0187.Superseded values are not recommended for survey control.
 ML0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0187.See file dsdata.txt to determine how the superseded data were derived.
 ML0187
 ML0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL644614(NAD 83)
 ML0187_MARKER: DB = BENCH MARK DISK
 ML0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0187_STAMPING: P 332 1950
 ML0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0187+STABILITY: SURFACE MOTION
 ML0187
 ML0187  HISTORY     - Date     Condition        Report By
 ML0187  HISTORY     - 1950     MONUMENTED       CGS
 ML0187
 ML0187                          STATION DESCRIPTION
 ML0187
 ML0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0187'2 MI SE FROM PALMER.
 ML0187'2.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0187'RAILROAD FROM THE STATION AT PALMER, AT A ROAD CROSSING, 44 FEET
 ML0187'NORTHEAST OF THE NORTHEAST RAIL, 38 FEET EAST OF THE CENTER LINE
 ML0187'OF A SANDY TRACK ROAD, 16.4 FEET SOUTHEAST OF A POWER POLE,
 ML0187'2.8 FEET SOUTHWEST OF A FENCE, 1.5 FEET WEST OF A WITNESS POST,
 ML0187'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 ML0187'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1553 ***********************************************************************
 MK1553  DESIGNATION -  P 333
 MK1553  PID         -  MK1553
 MK1553  STATE/COUNTY-  NE/HAMILTON
 MK1553  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1553
 MK1553                         *CURRENT SURVEY CONTROL
 MK1553  ___________________________________________________________________
 MK1553* NAD 83(1986)-  41 04 31.     (N)    097 53 17.     (W)     SCALED    
 MK1553* NAVD 88     -       539.825  (meters)    1771.08   (feet)  ADJUSTED  
 MK1553  ___________________________________________________________________
 MK1553  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 MK1553  DYNAMIC HT  -         539.551 (meters)    1770.18  (feet)  COMP
 MK1553  MODELED GRAV-     980,099.5   (mgal)                       NAVD 88
 MK1553
 MK1553  VERT ORDER  -  SECOND    CLASS 0
 MK1553
 MK1553.The horizontal coordinates were scaled from a topographic map and have
 MK1553.an estimated accuracy of +/- 6 seconds.
 MK1553
 MK1553.The orthometric height was determined by differential leveling
 MK1553.and adjusted by the National Geodetic Survey in June 1991..
 MK1553
 MK1553.The geoid height was determined by GEOID03.
 MK1553
 MK1553.The dynamic height is computed by dividing the NAVD 88
 MK1553.geopotential number by the normal gravity value computed on the
 MK1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1553.degrees latitude (g = 980.6199 gals.).
 MK1553
 MK1553.The modeled gravity was interpolated from observed gravity values.
 MK1553
 MK1553;                    North         East    Units  Estimated Accuracy
 MK1553;SPC NE       -   140,060.      677,410.      MT  (+/- 180 meters Scaled)
 MK1553
 MK1553                          SUPERSEDED SURVEY CONTROL
 MK1553
 MK1553  NGVD 29 (??/??/92)  539.604  (m)         1770.35   (f) ADJ UNCH    2 0
 MK1553
 MK1553.Superseded values are not recommended for survey control.
 MK1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1553.See file dsdata.txt to determine how the superseded data were derived.
 MK1553
 MK1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL934477(NAD 83)
 MK1553_MARKER: DB = BENCH MARK DISK
 MK1553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1553_SP_SET: CULVERT
 MK1553_STAMPING: P 333 1950
 MK1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1553
 MK1553  HISTORY     - Date     Condition        Report By
 MK1553  HISTORY     - 1950     MONUMENTED       CGS
 MK1553
 MK1553                          STATION DESCRIPTION
 MK1553
 MK1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1553'0.2 MI S FROM HOARDVILLE.
 MK1553'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1553'RAILROAD STATION AT HOARDVILLE, 67 FEET SOUTHEAST OF THE
 MK1553'SOUTHEAST CORNER OF THE GUST SEAQUIST FILLING STATION, 41 FEET
 MK1553'WEST OF THE CENTER LINE OF A GRAVELED STREET LEADING NORTH, 24
 MK1553'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 66, 12 FEET
 MK1553'SOUTHEAST OF A WALNUT TREE, SET IN THE TOP OF THE SOUTHWEST END
 MK1553'OF THE SOUTHWEST WINGWALL OF A CONCRETE CULVERT, LEVEL WITH THE
 MK1553'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1554 ***********************************************************************
 MK1554  DESIGNATION -  P 333 RESET
 MK1554  PID         -  MK1554
 MK1554  STATE/COUNTY-  NE/HAMILTON
 MK1554  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1554
 MK1554                         *CURRENT SURVEY CONTROL
 MK1554  ___________________________________________________________________
 MK1554* NAD 83(1986)-  41 04 32.     (N)    097 53 18.     (W)     SCALED    
 MK1554* NAVD 88     -       539.95   (meters)    1771.5    (feet)  RESET     
 MK1554  ___________________________________________________________________
 MK1554  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 MK1554
 MK1554  VERT ORDER  -  THIRD
 MK1554
 MK1554.The horizontal coordinates were scaled from a topographic map and have
 MK1554.an estimated accuracy of +/- 6 seconds.
 MK1554
 MK1554.The orthometric height was computed from unverified reset data.
 MK1554
 MK1554.The geoid height was determined by GEOID03.
 MK1554
 MK1554;                    North         East    Units  Estimated Accuracy
 MK1554;SPC NE       -   140,090.      677,390.      MT  (+/- 180 meters Scaled)
 MK1554
 MK1554                          SUPERSEDED SURVEY CONTROL
 MK1554
 MK1554  NGVD 29 (??/??/??)  539.73   (m)         1770.8    (f) RESET       3  
 MK1554
 MK1554.Superseded values are not recommended for survey control.
 MK1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1554.See file dsdata.txt to determine how the superseded data were derived.
 MK1554
 MK1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL933477(NAD 83)
 MK1554_MARKER: DB = BENCH MARK DISK
 MK1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1554_STAMPING: P 333 RESET 1957
 MK1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1554+STABILITY: SURFACE MOTION
 MK1554
 MK1554  HISTORY     - Date     Condition        Report By
 MK1554  HISTORY     - 1957     MONUMENTED       NEDR
 MK1554  HISTORY     - 1961     GOOD             USGS
 MK1554
 MK1554                          STATION DESCRIPTION
 MK1554
 MK1554'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1957
 MK1554'0.2 MI S FROM HOARDVILLE.
 MK1554'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1554'RAILROAD STATION AT HOARDVILLE, 67 FEET SOUTHEAST OF THE
 MK1554'SOUTHEAST CORNER OF THE GUST SEAQUIST FILLING STATION, AND 12
 MK1554'FEET SOUTHEAST OF A WALNUT TREE, AND SET IN THE TOP OF THE
 MK1554'SOUTHWEST END OF THE SOUTHWEST WINGWALL OF A CONCRETE CULVERT.
 MK1554'72.5 FEET NORTH AND EAST OF THE ORIGINAL DISK AS DESCRIBED ABOVE,
 MK1554'29 FEET WEST OF THE CENTERLINE OF THE GRAVELED STREET AND LEADING
 MK1554'NORTH, 92 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 66 AND
 MK1554'5.5 FEET EAST OF A WALNUT TREE.  A STANDARD DISK, STAMPED P 333
 MK1554'RESET 1957 AND SET IN A CONCRETE MONUMENT, 1 FOOT SQUARE
 MK1554'PROJECTING 0.25 FOOT.
 MK1554
 MK1554                          STATION RECOVERY (1961)
 MK1554
 MK1554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MK1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0161 ***********************************************************************
 LH0161  DESIGNATION -  P 334
 LH0161  PID         -  LH0161
 LH0161  STATE/COUNTY-  NE/HAMILTON
 LH0161  USGS QUAD   -  MURPHY (1969)
 LH0161
 LH0161                         *CURRENT SURVEY CONTROL
 LH0161  ___________________________________________________________________
 LH0161* NAD 83(1986)-  40 56 29.     (N)    098 04 28.     (W)     SCALED    
 LH0161* NAVD 88     -       559.579  (meters)    1835.89   (feet)  ADJUSTED  
 LH0161  ___________________________________________________________________
 LH0161  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 LH0161  DYNAMIC HT  -         559.289 (meters)    1834.93  (feet)  COMP
 LH0161  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 LH0161
 LH0161  VERT ORDER  -  SECOND    CLASS 0
 LH0161
 LH0161.The horizontal coordinates were scaled from a topographic map and have
 LH0161.an estimated accuracy of +/- 6 seconds.
 LH0161
 LH0161.The orthometric height was determined by differential leveling
 LH0161.and adjusted by the National Geodetic Survey in June 1991..
 LH0161
 LH0161.The geoid height was determined by GEOID03.
 LH0161
 LH0161.The dynamic height is computed by dividing the NAVD 88
 LH0161.geopotential number by the normal gravity value computed on the
 LH0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0161.degrees latitude (g = 980.6199 gals.).
 LH0161
 LH0161.The modeled gravity was interpolated from observed gravity values.
 LH0161
 LH0161;                    North         East    Units  Estimated Accuracy
 LH0161;SPC NE       -   124,830.      662,090.      MT  (+/- 180 meters Scaled)
 LH0161
 LH0161                          SUPERSEDED SURVEY CONTROL
 LH0161
 LH0161  NGVD 29 (??/??/92)  559.345  (m)         1835.12   (f) ADJ UNCH    2 0
 LH0161
 LH0161.Superseded values are not recommended for survey control.
 LH0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0161.See file dsdata.txt to determine how the superseded data were derived.
 LH0161
 LH0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL779326(NAD 83)
 LH0161_MARKER: DB = BENCH MARK DISK
 LH0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0161_STAMPING: P 334 1950
 LH0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0161+STABILITY: SURFACE MOTION
 LH0161
 LH0161  HISTORY     - Date     Condition        Report By
 LH0161  HISTORY     - 1950     MONUMENTED       CGS
 LH0161  HISTORY     - 1976     POOR             LOCENG
 LH0161
 LH0161                          STATION DESCRIPTION
 LH0161
 LH0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0161'7.6 MI SW FROM MARQUETTE.
 LH0161'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0161'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0161'2.0 MILES WEST ALONG A DIRT ROAD, THENCE 2.15 MILES SOUTH ALONG
 LH0161'A GRAVELED ROAD, 0.15 MILE SOUTH OF DISTRICT 17 SCHOOL WHICH IS
 LH0161'AT A ROAD INTERSECTION, AT THE NORTHEAST CORNER OF THE ELGE
 LH0161'AIRPORT, 48 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 LH0161'ROAD, 16 FEET SOUTH OF THE CENTER OF A DRIVE LEADING WEST TO THE
 LH0161'AIRPORT, 11.4 FEET WEST OF A FENCE, 1.8 FEET SOUTH OF A WOVEN
 LH0161'WIRE FENCE, 1.1 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 LH0161'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 LH0161
 LH0161                          STATION RECOVERY (1976)
 LH0161
 LH0161'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 LH0161'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0083 ***********************************************************************
 ML0083  DESIGNATION -  P 335
 ML0083  PID         -  ML0083
 ML0083  STATE/COUNTY-  NE/GREELEY
 ML0083  USGS QUAD   -  SPALDING (1985)
 ML0083
 ML0083                         *CURRENT SURVEY CONTROL
 ML0083  ___________________________________________________________________
 ML0083* NAD 83(1986)-  41 40 53.     (N)    098 22 05.     (W)     SCALED    
 ML0083* NAVD 88     -       572.740  (meters)    1879.06   (feet)  ADJUSTED  
 ML0083  ___________________________________________________________________
 ML0083  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 ML0083  DYNAMIC HT  -         572.466 (meters)    1878.17  (feet)  COMP
 ML0083  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 ML0083
 ML0083  VERT ORDER  -  SECOND    CLASS 0
 ML0083
 ML0083.The horizontal coordinates were scaled from a topographic map and have
 ML0083.an estimated accuracy of +/- 6 seconds.
 ML0083
 ML0083.The orthometric height was determined by differential leveling
 ML0083.and adjusted by the National Geodetic Survey in June 1991..
 ML0083
 ML0083.The geoid height was determined by GEOID03.
 ML0083
 ML0083.The dynamic height is computed by dividing the NAVD 88
 ML0083.geopotential number by the normal gravity value computed on the
 ML0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0083.degrees latitude (g = 980.6199 gals.).
 ML0083
 ML0083.The modeled gravity was interpolated from observed gravity values.
 ML0083
 ML0083;                    North         East    Units  Estimated Accuracy
 ML0083;SPC NE       -   206,460.      635,830.      MT  (+/- 180 meters Scaled)
 ML0083
 ML0083                          SUPERSEDED SURVEY CONTROL
 ML0083
 ML0083  NGVD 29 (??/??/92)  572.498  (m)         1878.27   (f) ADJ UNCH    2 0
 ML0083
 ML0083.Superseded values are not recommended for survey control.
 ML0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0083.See file dsdata.txt to determine how the superseded data were derived.
 ML0083
 ML0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM525145(NAD 83)
 ML0083_MARKER: DB = BENCH MARK DISK
 ML0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0083_SP_SET: WALL
 ML0083_STAMPING: P 335 1950
 ML0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0083
 ML0083  HISTORY     - Date     Condition        Report By
 ML0083  HISTORY     - 1950     MONUMENTED       CGS
 ML0083
 ML0083                          STATION DESCRIPTION
 ML0083
 ML0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0083'AT SPALDING.
 ML0083'AT SPALDING, 0.6 MILE SOUTH ALONG STATE HIGHWAY 101 FROM THE
 ML0083'JUNCTION OF STATE HIGHWAYS 101 AND 91, 15 FEET EAST OF THE CENTER
 ML0083'LINE OF THE HIGHWAY, 45 FEET SOUTH OF THE CENTER LINE OF A ROAD
 ML0083'LEADING TO A POWER PLANT, 2.9 FEET ABOVE THE LEVEL OF THE ROAD,
 ML0083'SET IN THE TOP OF THE NORTH END OF THE EAST WALL OF A SIPHON
 ML0083'AT THE POWER PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1525 ***********************************************************************
 MK1525  DESIGNATION -  P 336
 MK1525  PID         -  MK1525
 MK1525  STATE/COUNTY-  NE/POLK
 MK1525  USGS QUAD   -  DURANT (1965)
 MK1525
 MK1525                         *CURRENT SURVEY CONTROL
 MK1525  ___________________________________________________________________
 MK1525* NAD 83(1986)-  41 05 39.     (N)    097 39 20.     (W)     SCALED    
 MK1525* NAVD 88     -       515.659  (meters)    1691.79   (feet)  ADJUSTED  
 MK1525  ___________________________________________________________________
 MK1525  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 MK1525  DYNAMIC HT  -         515.403 (meters)    1690.95  (feet)  COMP
 MK1525  MODELED GRAV-     980,109.7   (mgal)                       NAVD 88
 MK1525
 MK1525  VERT ORDER  -  SECOND    CLASS 0
 MK1525
 MK1525.The horizontal coordinates were scaled from a topographic map and have
 MK1525.an estimated accuracy of +/- 6 seconds.
 MK1525
 MK1525.The orthometric height was determined by differential leveling
 MK1525.and adjusted by the National Geodetic Survey in June 1991..
 MK1525
 MK1525.The geoid height was determined by GEOID03.
 MK1525
 MK1525.The dynamic height is computed by dividing the NAVD 88
 MK1525.geopotential number by the normal gravity value computed on the
 MK1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1525.degrees latitude (g = 980.6199 gals.).
 MK1525
 MK1525.The modeled gravity was interpolated from observed gravity values.
 MK1525
 MK1525;                    North         East    Units  Estimated Accuracy
 MK1525;SPC NE       -   142,660.      696,880.      MT  (+/- 180 meters Scaled)
 MK1525
 MK1525                          SUPERSEDED SURVEY CONTROL
 MK1525
 MK1525  NGVD 29 (??/??/92)  515.454  (m)         1691.12   (f) ADJ UNCH    2 0
 MK1525
 MK1525.Superseded values are not recommended for survey control.
 MK1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1525.See file dsdata.txt to determine how the superseded data were derived.
 MK1525
 MK1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL129500(NAD 83)
 MK1525_MARKER: DB = BENCH MARK DISK
 MK1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1525_STAMPING: P 336 1950
 MK1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1525+STABILITY: SURFACE MOTION
 MK1525
 MK1525  HISTORY     - Date     Condition        Report By
 MK1525  HISTORY     - 1950     MONUMENTED       CGS
 MK1525
 MK1525                          STATION DESCRIPTION
 MK1525
 MK1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1525'3.3 MI W FROM STROMSBURG.
 MK1525'3.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1525'AT STROMSBURG, AT A ROAD CROSSING, 0.3 MILE WEST OF MILEPOST 56,
 MK1525'55.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 35 FEET WEST
 MK1525'OF THE CENTER LINE OF A NORTH AND SOUTH GRAVELED ROAD, 33 FEET
 MK1525'NORTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING WEST, 2.6
 MK1525'FEET NORTHWEST OF A FENCE CORNER, 1 FOOT NORTH OF A WITNESS POST,
 MK1525'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 MK1525'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1248 ***********************************************************************
 MK1248  DESIGNATION -  P 337
 MK1248  PID         -  MK1248
 MK1248  STATE/COUNTY-  NE/PLATTE
 MK1248  USGS QUAD   -  COLUMBUS (1976)
 MK1248
 MK1248                         *CURRENT SURVEY CONTROL
 MK1248  ___________________________________________________________________
 MK1248* NAD 83(1986)-  41 25 51.     (N)    097 18 38.     (W)     SCALED    
 MK1248* NAVD 88     -       436.760  (meters)    1432.94   (feet)  ADJUSTED  
 MK1248  ___________________________________________________________________
 MK1248  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 MK1248  DYNAMIC HT  -         436.570 (meters)    1432.31  (feet)  COMP
 MK1248  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 MK1248
 MK1248  VERT ORDER  -  SECOND    CLASS 0
 MK1248
 MK1248.The horizontal coordinates were scaled from a topographic map and have
 MK1248.an estimated accuracy of +/- 6 seconds.
 MK1248
 MK1248.The orthometric height was determined by differential leveling
 MK1248.and adjusted by the National Geodetic Survey in June 1991..
 MK1248
 MK1248.The geoid height was determined by GEOID03.
 MK1248
 MK1248.The dynamic height is computed by dividing the NAVD 88
 MK1248.geopotential number by the normal gravity value computed on the
 MK1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1248.degrees latitude (g = 980.6199 gals.).
 MK1248
 MK1248.The modeled gravity was interpolated from observed gravity values.
 MK1248
 MK1248;                    North         East    Units  Estimated Accuracy
 MK1248;SPC NE       -   180,860.      724,680.      MT  (+/- 180 meters Scaled)
 MK1248
 MK1248                          SUPERSEDED SURVEY CONTROL
 MK1248
 MK1248  NGVD 29 (??/??/92)  436.577  (m)         1432.34   (f) ADJ UNCH    2 0
 MK1248
 MK1248.Superseded values are not recommended for survey control.
 MK1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1248.See file dsdata.txt to determine how the superseded data were derived.
 MK1248
 MK1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL411879(NAD 83)
 MK1248_MARKER: DB = BENCH MARK DISK
 MK1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1248_STAMPING: P 337 1950
 MK1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1248+STABILITY: SURFACE MOTION
 MK1248
 MK1248  HISTORY     - Date     Condition        Report By
 MK1248  HISTORY     - 1950     MONUMENTED       CGS
 MK1248
 MK1248                          STATION DESCRIPTION
 MK1248
 MK1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1248'2.5 MI E FROM COLUMBUS.
 MK1248'2.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1248'AT COLUMBUS, AT A ROAD CROSSING, 126 FEET SOUTHWEST OF MILEPOST
 MK1248'82, 71 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 36 FEET
 MK1248'SOUTH OF A FENCE CORNER, 35 FEET WEST OF THE CENTER LINE OF A
 MK1248'NORTH AND SOUTH GRAVELED ROAD, 1.5 FEET EAST OF A FENCE, 1 FOOT
 MK1248'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1248'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0451 ***********************************************************************
 NP0451  DESIGNATION -  P 340
 NP0451  PID         -  NP0451
 NP0451  STATE/COUNTY-  NE/SIOUX
 NP0451  USGS QUAD   -  HARRISON EAST (1979)
 NP0451
 NP0451                         *CURRENT SURVEY CONTROL
 NP0451  ___________________________________________________________________
 NP0451* NAD 83(1986)-  42 39 20.     (N)    103 46 21.     (W)     SCALED    
 NP0451* NAVD 88     -      1387.076  (meters)    4550.77   (feet)  ADJUSTED  
 NP0451  ___________________________________________________________________
 NP0451  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 NP0451  DYNAMIC HT  -        1386.256 (meters)    4548.07  (feet)  COMP
 NP0451  MODELED GRAV-     979,981.3   (mgal)                       NAVD 88
 NP0451
 NP0451  VERT ORDER  -  FIRST     CLASS II
 NP0451
 NP0451.The horizontal coordinates were scaled from a topographic map and have
 NP0451.an estimated accuracy of +/- 6 seconds.
 NP0451
 NP0451.The orthometric height was determined by differential leveling
 NP0451.and adjusted by the National Geodetic Survey in June 1991..
 NP0451
 NP0451.The geoid height was determined by GEOID03.
 NP0451
 NP0451.The dynamic height is computed by dividing the NAVD 88
 NP0451.geopotential number by the normal gravity value computed on the
 NP0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0451.degrees latitude (g = 980.6199 gals.).
 NP0451
 NP0451.The modeled gravity was interpolated from observed gravity values.
 NP0451
 NP0451;                    North         East    Units  Estimated Accuracy
 NP0451;SPC NE       -   320,110.      190,820.      MT  (+/- 180 meters Scaled)
 NP0451
 NP0451                          SUPERSEDED SURVEY CONTROL
 NP0451
 NP0451  NGVD 29 (??/??/92) 1386.400  (m)         4548.55   (f) ADJ UNCH    1 2
 NP0451
 NP0451.Superseded values are not recommended for survey control.
 NP0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0451.See file dsdata.txt to determine how the superseded data were derived.
 NP0451
 NP0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH006232(NAD 83)
 NP0451_MARKER: DB = BENCH MARK DISK
 NP0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0451_SP_SET: CULVERT
 NP0451_STAMPING: P 340 1954
 NP0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0451
 NP0451  HISTORY     - Date     Condition        Report By
 NP0451  HISTORY     - 1954     MONUMENTED       CGS
 NP0451
 NP0451                          STATION DESCRIPTION
 NP0451
 NP0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0451'6.4 MI SE FROM HARRISON.
 NP0451'6.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0451'FROM THE STATION AT HARRISON, 1 1/2 POLES WEST OF MILEPOST 454,
 NP0451'34 FEET NORTH OF THE NORTH RAIL, 25 FEET BELOW THE TOP OF THE
 NP0451'RAILS, SET IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH
 NP0451'HEADWALL OF A LARGE STONE ARCH CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0461 ***********************************************************************
 NP0461  CBN         -  This is a Cooperative Base Network Control Station.
 NP0461  DESIGNATION -  P 341
 NP0461  PID         -  NP0461
 NP0461  STATE/COUNTY-  NE/SIOUX
 NP0461  USGS QUAD   -  HARRISON EAST (1979)
 NP0461
 NP0461                         *CURRENT SURVEY CONTROL
 NP0461  ___________________________________________________________________
 NP0461* NAD 83(1995)-  42 41 32.50805(N)    103 52 19.33788(W)     ADJUSTED  
 NP0461* NAVD 88     -      1477.309  (meters)    4846.80   (feet)  ADJUSTED  
 NP0461  ___________________________________________________________________
 NP0461  X           -  -1,125,950.250 (meters)                     COMP
 NP0461  Y           -  -4,559,294.344 (meters)                     COMP
 NP0461  Z           -   4,303,435.857 (meters)                     COMP
 NP0461  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 NP0461  ELLIP HEIGHT-        1461.17  (meters)          (09/24/01) GPS OBS
 NP0461  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 NP0461  DYNAMIC HT  -        1476.440 (meters)    4843.95  (feet)  COMP
 NP0461  MODELED GRAV-     979,980.2   (mgal)                       NAVD 88
 NP0461
 NP0461  HORZ ORDER  -  B
 NP0461  VERT ORDER  -  FIRST     CLASS II
 NP0461  ELLP ORDER  -  FOURTH    CLASS I
 NP0461
 NP0461.This mark is at Harrison Skyranch Airport (9V3)
 NP0461
 NP0461.The horizontal coordinates were established by GPS observations
 NP0461.and adjusted by the National Geodetic Survey in June 1996..
 NP0461
 NP0461.The orthometric height was determined by differential leveling
 NP0461.and adjusted by the National Geodetic Survey in June 1991..
 NP0461
 NP0461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0461
 NP0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0461
 NP0461.The ellipsoidal height was determined by GPS observations
 NP0461.and is referenced to NAD 83.
 NP0461
 NP0461.The geoid height was determined by GEOID03.
 NP0461
 NP0461.The dynamic height is computed by dividing the NAVD 88
 NP0461.geopotential number by the normal gravity value computed on the
 NP0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0461.degrees latitude (g = 980.6199 gals.).
 NP0461
 NP0461.The modeled gravity was interpolated from observed gravity values.
 NP0461
 NP0461;                    North         East     Units Scale Factor Converg.
 NP0461;SPC NE       -   324,551.261   182,845.856   MT  0.99987351   -2 33 57.6
 NP0461;UTM  13      - 4,727,269.919   592,396.130   MT  0.99970503   +0 45 53.6
 NP0461
 NP0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0461!SPC NE       -   0.99977090  x   0.99987351  =   0.99964444
 NP0461!UTM  13      -   0.99977090  x   0.99970503  =   0.99947600
 NP0461
 NP0461                          SUPERSEDED SURVEY CONTROL
 NP0461
 NP0461  ELLIP H (06/25/96) 1461.22   (m)                       GP(       ) 1 1
 NP0461  NAVD 88 (06/25/96) 1477.31   (m)         4846.8    (f) LEVELING    3  
 NP0461  NGVD 29 (??/??/92) 1476.624  (m)         4844.56   (f) ADJ UNCH    1 2
 NP0461
 NP0461.Superseded values are not recommended for survey control.
 NP0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0461.See file dsdata.txt to determine how the superseded data were derived.
 NP0461
 NP0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH9239627270(NAD 83)
 NP0461_MARKER: DB = BENCH MARK DISK
 NP0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0461_STAMPING: P 341 1954
 NP0461_MARK LOGO: CGS   
 NP0461_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0461+STABILITY: SURFACE MOTION
 NP0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0461+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1995
 NP0461
 NP0461  HISTORY     - Date     Condition        Report By
 NP0461  HISTORY     - 1954     MONUMENTED       CGS
 NP0461  HISTORY     - 19950502 GOOD             NGS
 NP0461
 NP0461                          STATION DESCRIPTION
 NP0461
 NP0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0461'0.5 MI NE FROM HARRISON.
 NP0461'0.15 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE AT
 NP0461'HARRISON, THENCE 0.35 MILE EAST ALONG U.S. HIGHWAY 20, 0.15 MILE
 NP0461'NORTHEAST OF THE HANGARS, 0.1 MILE NORTH OF THE HIGHWAY, 221 FEET
 NP0461'EAST OF THE CENTER OF THE SOUTHEAST END OF THE NORTHWEST AND
 NP0461'SOUTHEAST RUNWAY, 3 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET
 NP0461'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NP0461'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NP0461
 NP0461                          STATION RECOVERY (1995)
 NP0461
 NP0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0461'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTHEAST OF HARRISON, 0.1
 NP0461'MI (0.2 KM) NORTH OF U.S. HIGHWAY 20, AT THE SOUTHEAST CORNER OF THE
 NP0461'HARRISON MUNICIPAL AIRPORT AND IN THE NE1/4, SEC3, T31N, R56W, ON
 NP0461'PROPERTY OF THE CITY OF HARRISON.  TO REACH THE MARK FROM THE JUNCTION
 NP0461'OF STATE HIGHWAY 29 WITH U.S. HIGHWAY 20, 0.15 MI (0.24 KM) NORTH OF
 NP0461'THE COURTHOUSE IN HARRISON, GO EAST ON HIGHWAY 20 FOR 0.4 MI (0.6 KM)
 NP0461'TO THE ENTRANCE TO THE AIRPORT.  TURN RIGHT AND GO NORTH ON A SAND
 NP0461'ROAD FOR 0.1 MI (0.2 KM) TO THE AIRPORT BEACON.  TURN RIGHT AND GO
 NP0461'NORTHEAST, PASSING THROUGH A GATE AND CROSSING THE RUNWAY, FOR 0.10 MI
 NP0461'(0.16 KM) TO A FENCE.  TURN RIGHT AND FOLLOW THE FENCE SOUTHEASTERLY
 NP0461'FOR 0.15 MI (0.24 KM) TO THE MARK ON THE LEFT AT A BRACED FENCE CORNER
 NP0461'POST.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 NP0461'PROJECTS 0.4 FT (12.2 CM) ABOVE THE GROUND. IT IS 250.8 FT (76.4 M)
 NP0461'NORTH-NORTHEAST FROM THE CENTER OF THE SOUTHEAST END OF THE RUNWAY,
 NP0461'200.6 FT (61.1 M) NORTHEAST FROM THE CENTERLINE OF THE RUNWAY, 2.5 FT
 NP0461'(0.8 M) SOUTH-SOUTHWEST FROM THE FENCE CORNER POST AND 2.8 FT (0.9 M)
 NP0461'NORTH FROM A WITNESS POST.  A LENGTH OF REBAR WAS DRIVEN ALONG THE
 NP0461'SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0153 ***********************************************************************
 NP0153  DESIGNATION -  P 342
 NP0153  PID         -  NP0153
 NP0153  STATE/COUNTY-  NE/BOX BUTTE
 NP0153  USGS QUAD   -  BEREA CREEK WEST (1948)
 NP0153
 NP0153                         *CURRENT SURVEY CONTROL
 NP0153  ___________________________________________________________________
 NP0153* NAD 83(1986)-  42 12 20.     (N)    102 58 16.     (W)     SCALED    
 NP0153* NAVD 88     -      1257.365  (meters)    4125.20   (feet)  ADJUSTED  
 NP0153  ___________________________________________________________________
 NP0153  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 NP0153  DYNAMIC HT  -        1256.631 (meters)    4122.80  (feet)  COMP
 NP0153  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 NP0153
 NP0153  VERT ORDER  -  FIRST     CLASS II
 NP0153
 NP0153.The horizontal coordinates were scaled from a topographic map and have
 NP0153.an estimated accuracy of +/- 6 seconds.
 NP0153
 NP0153.The orthometric height was determined by differential leveling
 NP0153.and adjusted by the National Geodetic Survey in June 1991..
 NP0153
 NP0153.The geoid height was determined by GEOID03.
 NP0153
 NP0153.The dynamic height is computed by dividing the NAVD 88
 NP0153.geopotential number by the normal gravity value computed on the
 NP0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0153.degrees latitude (g = 980.6199 gals.).
 NP0153
 NP0153.The modeled gravity was interpolated from observed gravity values.
 NP0153
 NP0153;                    North         East    Units  Estimated Accuracy
 NP0153;SPC NE       -   267,600.      254,750.      MT  (+/- 180 meters Scaled)
 NP0153
 NP0153                          SUPERSEDED SURVEY CONTROL
 NP0153
 NP0153  NGVD 29 (??/??/92) 1256.759  (m)         4123.22   (f) ADJ UNCH    1 2
 NP0153
 NP0153.Superseded values are not recommended for survey control.
 NP0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0153.See file dsdata.txt to determine how the superseded data were derived.
 NP0153
 NP0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG674745(NAD 83)
 NP0153_MARKER: DB = BENCH MARK DISK
 NP0153_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0153_SP_SET: 13 FT
 NP0153_STAMPING: P 342 1956
 NP0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0153
 NP0153  HISTORY     - Date     Condition        Report By
 NP0153  HISTORY     - 1956     MONUMENTED       CGS
 NP0153  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0153
 NP0153                          STATION DESCRIPTION
 NP0153
 NP0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0153'9.4 MI NW FROM ALLIANCE.
 NP0153'9.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0153'RAILROAD FROM THE STATION AT ALLIANCE, 4 POLES SOUTHEAST OF
 NP0153'MILEPOST 375, AT A ROAD CROSSING, 51.5 FEET NORTHEAST OF THE
 NP0153'NORTHEAST RAIL, 20 FEET NORTHWEST OF THE CENTER LINE OF A ROAD,
 NP0153'5.2 FEET WEST OF A TELEPHONE POLE, 2 FEET SOUTH OF A WITNESS
 NP0153'POST, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL
 NP0153'ROD WHICH IS DRIVEN 13 FEET IN THE GROUND, INCASED IN A 6 INCH
 NP0153'TILE PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION
 NP0153'30, TOWNSHIP 26 NORTH, RANGE 48 WEST.
 NP0153
 NP0153                          STATION RECOVERY (1985)
 NP0153
 NP0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0153'NOT RECOVERED.  AREA DESCRIBED IS NOW A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0307 ***********************************************************************
 NP0307  DESIGNATION -  P 343
 NP0307  PID         -  NP0307
 NP0307  STATE/COUNTY-  NE/DAWES
 NP0307  USGS QUAD   -  CRAWFORD (1980)
 NP0307
 NP0307                         *CURRENT SURVEY CONTROL
 NP0307  ___________________________________________________________________
 NP0307* NAD 83(1986)-  42 39 24.     (N)    103 22 34.     (W)     SCALED    
 NP0307* NAVD 88     -      1158.424  (meters)    3800.60   (feet)  ADJUSTED  
 NP0307  ___________________________________________________________________
 NP0307  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 NP0307  DYNAMIC HT  -        1157.793 (meters)    3798.53  (feet)  COMP
 NP0307  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 NP0307
 NP0307  VERT ORDER  -  FIRST     CLASS II
 NP0307
 NP0307.The horizontal coordinates were scaled from a topographic map and have
 NP0307.an estimated accuracy of +/- 6 seconds.
 NP0307
 NP0307.The orthometric height was determined by differential leveling
 NP0307.and adjusted by the National Geodetic Survey in June 1991..
 NP0307
 NP0307.The geoid height was determined by GEOID03.
 NP0307
 NP0307.The dynamic height is computed by dividing the NAVD 88
 NP0307.geopotential number by the normal gravity value computed on the
 NP0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0307.degrees latitude (g = 980.6199 gals.).
 NP0307
 NP0307.The modeled gravity was interpolated from observed gravity values.
 NP0307
 NP0307;                    North         East    Units  Estimated Accuracy
 NP0307;SPC NE       -   318,890.      223,290.      MT  (+/- 180 meters Scaled)
 NP0307
 NP0307                          SUPERSEDED SURVEY CONTROL
 NP0307
 NP0307  NGVD 29 (??/??/92) 1157.831  (m)         3798.65   (f) ADJ UNCH    1 2
 NP0307
 NP0307.Superseded values are not recommended for survey control.
 NP0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0307.See file dsdata.txt to determine how the superseded data were derived.
 NP0307
 NP0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH330239(NAD 83)
 NP0307_MARKER: DB = BENCH MARK DISK
 NP0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0307_SP_SET: CONCRETE POST
 NP0307_STAMPING: P 343 1956
 NP0307_MARK LOGO: CGS   
 NP0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0307+STABILITY: SURFACE MOTION
 NP0307
 NP0307  HISTORY     - Date     Condition        Report By
 NP0307  HISTORY     - 1956     MONUMENTED       CGS
 NP0307  HISTORY     - 1985     GOOD             NGS
 NP0307
 NP0307                          STATION DESCRIPTION
 NP0307
 NP0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0307'2.8 MI SE FROM CRAWFORD.
 NP0307'2.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0307'RAILROAD FROM THE STATION AT CRAWFORD, 57 FEET NORTHWEST OF THE
 NP0307'5TH POLE NORTHWEST OF MILEPOST 420, 29.8 FEET NORTHEAST OF THE
 NP0307'NORTHEAST RAIL, 2.6 FEET SOUTHWEST OF A FENCE, 2.5 FEET NORTHWEST
 NP0307'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0307'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 NP0307
 NP0307                          STATION RECOVERY (1985)
 NP0307
 NP0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0307'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0307'BURLINGTON NORTHERN RAILROAD.
 NP0307'THE MARK IS 0.49 METERS  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0150 ***********************************************************************
 MN0150  DESIGNATION -  P 344
 MN0150  PID         -  MN0150
 MN0150  STATE/COUNTY-  NE/MORRILL
 MN0150  USGS QUAD   -  BRIDGEPORT NW (1965)
 MN0150
 MN0150                         *CURRENT SURVEY CONTROL
 MN0150  ___________________________________________________________________
 MN0150* NAD 83(1986)-  41 44 55.     (N)    103 07 38.     (W)     SCALED    
 MN0150* NAVD 88     -      1182.601  (meters)    3879.92   (feet)  ADJUSTED  
 MN0150  ___________________________________________________________________
 MN0150  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 MN0150  DYNAMIC HT  -        1181.851 (meters)    3877.46  (feet)  COMP
 MN0150  MODELED GRAV-     979,948.0   (mgal)                       NAVD 88
 MN0150
 MN0150  VERT ORDER  -  FIRST     CLASS II
 MN0150
 MN0150.The horizontal coordinates were scaled from a topographic map and have
 MN0150.an estimated accuracy of +/- 6 seconds.
 MN0150
 MN0150.The orthometric height was determined by differential leveling
 MN0150.and adjusted by the National Geodetic Survey in June 1991..
 MN0150.WARNING-Repeat measurements at this control monument indicate possible
 MN0150.vertical movement.
 MN0150
 MN0150.The geoid height was determined by GEOID03.
 MN0150
 MN0150.The dynamic height is computed by dividing the NAVD 88
 MN0150.geopotential number by the normal gravity value computed on the
 MN0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0150.degrees latitude (g = 980.6199 gals.).
 MN0150
 MN0150.The modeled gravity was interpolated from observed gravity values.
 MN0150
 MN0150;                    North         East    Units  Estimated Accuracy
 MN0150;SPC NE       -   217,350.      240,030.      MT  (+/- 180 meters Scaled)
 MN0150
 MN0150                          SUPERSEDED SURVEY CONTROL
 MN0150
 MN0150  NGVD 29 (??/??/92) 1182.034  (m)         3878.06   (f) ADJ UNCH    1 2
 MN0150
 MN0150.Superseded values are not recommended for survey control.
 MN0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0150.See file dsdata.txt to determine how the superseded data were derived.
 MN0150
 MN0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG557235(NAD 83)
 MN0150_MARKER: DB = BENCH MARK DISK
 MN0150_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0150_SP_SET: HEADWALL
 MN0150_STAMPING: P 344 1956
 MN0150_MARK LOGO: CGS   
 MN0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0150+STABILITY: SURFACE MOTION
 MN0150
 MN0150  HISTORY     - Date     Condition        Report By
 MN0150  HISTORY     - 1956     MONUMENTED       CGS
 MN0150  HISTORY     - 1985     GOOD             NGS
 MN0150
 MN0150                          STATION DESCRIPTION
 MN0150
 MN0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0150'6.6 MI N FROM BRIDGEPORT.
 MN0150'6.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0150'FROM THE STATION AT BRIDGEPORT, 82 FEET SOUTHWEST OF MILEPOST
 MN0150'30, 147 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 26
 MN0150'NORTH AND STATE HIGHWAY 19, 87.7 FEET SOUTHWEST OF THE SOUTHWEST
 MN0150'RAIL, 12 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MN0150'NORTHEAST END OF THE CONCRETE HEADWALL OF A FLOOD GATE ACROSS
 MN0150'AN IRRIGATION DITCH, IN SECTION 33, TOWNSHIP 21 NORTH, RANGE
 MN0150'50 WEST.
 MN0150
 MN0150                          STATION RECOVERY (1985)
 MN0150
 MN0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0150'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 MN0150'US HIGHWAY 26 IS NOW US HIGHWAY 385.
 MN0150'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1718 ***********************************************************************
 MK1718  DESIGNATION -  P 345
 MK1718  PID         -  MK1718
 MK1718  STATE/COUNTY-  NE/PLATTE
 MK1718  USGS QUAD   -  LINDSAY (1985)
 MK1718
 MK1718                         *CURRENT SURVEY CONTROL
 MK1718  ___________________________________________________________________
 MK1718* NAD 83(1986)-  41 40 15.     (N)    097 39 29.     (W)     SCALED    
 MK1718* NAVD 88     -       519.159  (meters)    1703.27   (feet)  ADJUSTED  
 MK1718  ___________________________________________________________________
 MK1718  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 MK1718  DYNAMIC HT  -         518.937 (meters)    1702.55  (feet)  COMP
 MK1718  MODELED GRAV-     980,177.3   (mgal)                       NAVD 88
 MK1718
 MK1718  VERT ORDER  -  SECOND    CLASS 0
 MK1718
 MK1718.The horizontal coordinates were scaled from a topographic map and have
 MK1718.an estimated accuracy of +/- 6 seconds.
 MK1718
 MK1718.The orthometric height was determined by differential leveling
 MK1718.and adjusted by the National Geodetic Survey in June 1991..
 MK1718
 MK1718.The geoid height was determined by GEOID03.
 MK1718
 MK1718.The dynamic height is computed by dividing the NAVD 88
 MK1718.geopotential number by the normal gravity value computed on the
 MK1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1718.degrees latitude (g = 980.6199 gals.).
 MK1718
 MK1718.The modeled gravity was interpolated from observed gravity values.
 MK1718
 MK1718;                    North         East    Units  Estimated Accuracy
 MK1718;SPC NE       -   206,650.      694,940.      MT  (+/- 180 meters Scaled)
 MK1718
 MK1718                          SUPERSEDED SURVEY CONTROL
 MK1718
 MK1718  NGVD 29 (??/??/92)  518.962  (m)         1702.63   (f) ADJ UNCH    2 0
 MK1718
 MK1718.Superseded values are not recommended for survey control.
 MK1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1718.See file dsdata.txt to determine how the superseded data were derived.
 MK1718
 MK1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM117141(NAD 83)
 MK1718_MARKER: DB = BENCH MARK DISK
 MK1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1718_SP_SET: CONCRETE POST
 MK1718_STAMPING: P 345 1957
 MK1718_MARK LOGO: CGS   
 MK1718_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1718+STABILITY: SURFACE MOTION
 MK1718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK1718+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1991
 MK1718
 MK1718  HISTORY     - Date     Condition        Report By
 MK1718  HISTORY     - 1957     MONUMENTED       CGS
 MK1718  HISTORY     - 1989     GOOD             LOCSUR
 MK1718  HISTORY     - 19910808 SEE DESCRIPTION  NEDR
 MK1718
 MK1718                          STATION DESCRIPTION
 MK1718
 MK1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1718'3.1 MI SE FROM LINDSAY.
 MK1718'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 91 FROM THE STATION
 MK1718'AT LINDSAY, THENCE 1.0 MILE SOUTH, THENCE 1.0 MILES SOUTHEAST
 MK1718'ALONG A WINDING ROAD, IN SECTION 34, T. 20 N., R. 3 W., 36 FEET
 MK1718'EAST OF THE CENTER LINE OF THE ROAD SOUTH, 31 FEET SOUTH OF THE
 MK1718'CENTER LINE OF AN EAST-WEST ROAD, 84 FEET EAST OF THE CREST
 MK1718'OF A HILL, 48 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION,
 MK1718'2 1/2 FEET NORTH OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE
 MK1718'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 MK1718'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
 MK1718
 MK1718                          STATION RECOVERY (1989)
 MK1718
 MK1718'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1718'RECOVERED IN GOOD CONDITION.
 MK1718
 MK1718                          STATION RECOVERY (1991)
 MK1718
 MK1718'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991
 MK1718'MARK WAS RECOVERED IN GOOD CONDITION, BUT IT HAD TO BE REPLACED WITH
 MK1718'BENCH MARK P 345 RESET IN 1991.  SEE DESCRIPTION OF NEW BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2197 ***********************************************************************
 MK2197  DESIGNATION -  P 345 RESET
 MK2197  PID         -  MK2197
 MK2197  STATE/COUNTY-  NE/PLATTE
 MK2197  USGS QUAD   -  LINDSAY (1985)
 MK2197
 MK2197                         *CURRENT SURVEY CONTROL
 MK2197  ___________________________________________________________________
 MK2197* NAD 83(1986)-  41 40 15.     (N)    097 39 29.     (W)     SCALED    
 MK2197* NAVD 88     -       517.13   (meters)    1696.6    (feet)  RESET     
 MK2197  ___________________________________________________________________
 MK2197  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 MK2197
 MK2197  VERT ORDER  -  THIRD
 MK2197
 MK2197.The horizontal coordinates were scaled from a topographic map and have
 MK2197.an estimated accuracy of +/- 6 seconds.
 MK2197
 MK2197.The orthometric height was computed from unverified reset data.
 MK2197.No vertical observational check was made to the station.
 MK2197
 MK2197.The geoid height was determined by GEOID03.
 MK2197
 MK2197;                    North         East    Units  Estimated Accuracy
 MK2197;SPC NE       -   206,650.      694,940.      MT  (+/- 180 meters Scaled)
 MK2197
 MK2197                          SUPERSEDED SURVEY CONTROL
 MK2197
 MK2197  NGVD 29 (08/02/06)  516.93   (m)         1696.0    (f) RESET       3  
 MK2197
 MK2197.Superseded values are not recommended for survey control.
 MK2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2197.See file dsdata.txt to determine how the superseded data were derived.
 MK2197
 MK2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM117141(NAD 83)
 MK2197_MARKER: DV = VERTICAL CONTROL DISK
 MK2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2197_SP_SET: CONCRETE POST
 MK2197_STAMPING: P 345 RESET 1991
 MK2197_MARK LOGO: NGS   
 MK2197_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 MK2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2197+STABILITY: SURFACE MOTION
 MK2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2197+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MK2197
 MK2197  HISTORY     - Date     Condition        Report By
 MK2197  HISTORY     - 1991     MONUMENTED       NEDR
 MK2197
 MK2197                          STATION DESCRIPTION
 MK2197
 MK2197'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991
 MK2197'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) SOUTH FROM LINDSAY AND ON
 MK2197'COUNTY ROAD RIGHT-OF-WAY.  FROM THE POST OFFICE IN LINDSAY GO SOUTH
 MK2197'ON PINE STREET FOR 0.1 MI (0.2 KM) TO A T-INTERSECTION.  TURN LEFT
 MK2197'AND GO SOUTHEAST FOR 1.05 MI (1.69 KM) ALONG A WINDING COUNTY ROAD TO
 MK2197'AN INTERSECTION.  TURN RIGHT AND GO SOUTH ALONG ANOTHER WINDING
 MK2197'COUNTY ROAD FOR 2.05 MI (3.30 KM) TO THE BENCH MARK.  THE DISK IS SET
 MK2197'INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.1
 MK2197'FT (0.0 M) BELOW THE GROUND SURFACE.  IT IS 146.0 FT (44.5 M) WEST
 MK2197'FROM THE CENTERLINE OF A COUNTY ROAD AND 1.3 FT (0.4 M) NORTH FROM A
 MK2197'FENCE AND A WITNESS POST.  NOTE-THIS MARK WAS DESTROYED BY GRADING IN
 MK2197'LATE 1991.  IT WAS REPLACED WITH ANOTHER MARK THAT IS DESIGNATED-P
 MK2197'345 RESET IN 1992.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0134 ***********************************************************************
 NO0134  DESIGNATION -  P 346
 NO0134  PID         -  NO0134
 NO0134  STATE/COUNTY-  NE/CHERRY
 NO0134  USGS QUAD   -  CROOKSTON EAST (1983)
 NO0134
 NO0134                         *CURRENT SURVEY CONTROL
 NO0134  ___________________________________________________________________
 NO0134* NAD 83(1986)-  42 53 48.     (N)    100 40 02.     (W)     SCALED    
 NO0134* NAVD 88     -       792.537  (meters)    2600.18   (feet)  ADJUSTED  
 NO0134  ___________________________________________________________________
 NO0134  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 NO0134  DYNAMIC HT  -         792.219 (meters)    2599.14  (feet)  COMP
 NO0134  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 NO0134
 NO0134  VERT ORDER  -  FIRST     CLASS II
 NO0134
 NO0134.The horizontal coordinates were scaled from a topographic map and have
 NO0134.an estimated accuracy of +/- 6 seconds.
 NO0134
 NO0134.The orthometric height was determined by differential leveling
 NO0134.and adjusted by the National Geodetic Survey in June 1991..
 NO0134
 NO0134.The geoid height was determined by GEOID03.
 NO0134
 NO0134.The dynamic height is computed by dividing the NAVD 88
 NO0134.geopotential number by the normal gravity value computed on the
 NO0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0134.degrees latitude (g = 980.6199 gals.).
 NO0134
 NO0134.The modeled gravity was interpolated from observed gravity values.
 NO0134
 NO0134;                    North         East    Units  Estimated Accuracy
 NO0134;SPC NE       -   340,350.      445,510.      MT  (+/- 180 meters Scaled)
 NO0134
 NO0134                          SUPERSEDED SURVEY CONTROL
 NO0134
 NO0134  NGVD 29 (??/??/92)  792.240  (m)         2599.21   (f) ADJ UNCH    1 2
 NO0134
 NO0134.Superseded values are not recommended for survey control.
 NO0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0134.See file dsdata.txt to determine how the superseded data were derived.
 NO0134
 NO0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN638506(NAD 83)
 NO0134_MARKER: DB = BENCH MARK DISK
 NO0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0134_STAMPING: P 346 1957
 NO0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0134+STABILITY: SURFACE MOTION
 NO0134
 NO0134  HISTORY     - Date     Condition        Report By
 NO0134  HISTORY     - 1957     MONUMENTED       CGS
 NO0134
 NO0134                          STATION DESCRIPTION
 NO0134
 NO0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0134'4.8 MI E FROM CROOKSTON.
 NO0134'ABOUT 4.75 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0134'FROM THE STATION AT CROOKSTON, IN SECTION 30, T. 34 N., R. 28 W.,
 NO0134'179 FEET NORTHEAST AND ACROSS THE TRACK FROM MILE POST 276, 155
 NO0134'FEET NORTHEAST OF THE NORTHEAST RAIL, 16 FEET WEST OF THE CENTER
 NO0134'LINE OF A RANCH ROAD NORTH, 5 FEET WEST OF A POWER POLE WITH TWO
 NO0134'GUY WIRES, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 NO0134'LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NO0134'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0228 ***********************************************************************
 NO0228  DESIGNATION -  P 347
 NO0228  PID         -  NO0228
 NO0228  STATE/COUNTY-  NE/CHERRY
 NO0228  USGS QUAD   -  ELI (1985)
 NO0228
 NO0228                         *CURRENT SURVEY CONTROL
 NO0228  ___________________________________________________________________
 NO0228* NAD 83(1986)-  42 57 16.     (N)    101 26 21.     (W)     SCALED    
 NO0228* NAVD 88     -       982.688  (meters)    3224.04   (feet)  ADJUSTED  
 NO0228  ___________________________________________________________________
 NO0228  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 NO0228  DYNAMIC HT  -         982.271 (meters)    3222.67  (feet)  COMP
 NO0228  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 NO0228
 NO0228  VERT ORDER  -  FIRST     CLASS II
 NO0228
 NO0228.The horizontal coordinates were scaled from a topographic map and have
 NO0228.an estimated accuracy of +/- 6 seconds.
 NO0228
 NO0228.The orthometric height was determined by differential leveling
 NO0228.and adjusted by the National Geodetic Survey in June 1991..
 NO0228
 NO0228.The geoid height was determined by GEOID03.
 NO0228
 NO0228.The dynamic height is computed by dividing the NAVD 88
 NO0228.geopotential number by the normal gravity value computed on the
 NO0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0228.degrees latitude (g = 980.6199 gals.).
 NO0228
 NO0228.The modeled gravity was interpolated from observed gravity values.
 NO0228
 NO0228;                    North         East    Units  Estimated Accuracy
 NO0228;SPC NE       -   347,540.      382,570.      MT  (+/- 180 meters Scaled)
 NO0228
 NO0228                          SUPERSEDED SURVEY CONTROL
 NO0228
 NO0228  NGVD 29 (??/??/92)  982.298  (m)         3222.76   (f) ADJ UNCH    1 2
 NO0228
 NO0228.Superseded values are not recommended for survey control.
 NO0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0228.See file dsdata.txt to determine how the superseded data were derived.
 NO0228
 NO0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN010586(NAD 83)
 NO0228_MARKER: DB = BENCH MARK DISK
 NO0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0228_STAMPING: P 347 1957
 NO0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0228+STABILITY: SURFACE MOTION
 NO0228
 NO0228  HISTORY     - Date     Condition        Report By
 NO0228  HISTORY     - 1957     MONUMENTED       CGS
 NO0228
 NO0228                          STATION DESCRIPTION
 NO0228
 NO0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0228'10.7 MI W FROM CODY.
 NO0228'ABOUT 10.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0228'FROM THE STATION AT CODY, IN SECTION 4, T. 34 N., R. 35 W., 25 FEET
 NO0228'SOUTHWEST OF MILEPOST 318, 51 FEET SOUTH OF THE SOUTH RAIL, 2 FEET
 NO0228'SOUTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 NO0228'ABOUT 1 FOOT LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE
 NO0228'POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0228 ***********************************************************************
 NP0228  DESIGNATION -  P 348
 NP0228  PID         -  NP0228
 NP0228  STATE/COUNTY-  NE/DAWES
 NP0228  USGS QUAD   -  CHADRON EAST (1970)
 NP0228
 NP0228                         *CURRENT SURVEY CONTROL
 NP0228  ___________________________________________________________________
 NP0228* NAD 83(1986)-  42 49 48.     (N)    102 57 44.     (W)     SCALED    
 NP0228* NAVD 88     -      1031.489  (meters)    3384.14   (feet)  ADJUSTED  
 NP0228  ___________________________________________________________________
 NP0228  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 NP0228  DYNAMIC HT  -        1030.982 (meters)    3382.48  (feet)  COMP
 NP0228  MODELED GRAV-     980,094.7   (mgal)                       NAVD 88
 NP0228
 NP0228  VERT ORDER  -  FIRST     CLASS II
 NP0228
 NP0228.The horizontal coordinates were scaled from a topographic map and have
 NP0228.an estimated accuracy of +/- 6 seconds.
 NP0228
 NP0228.The orthometric height was determined by differential leveling
 NP0228.and adjusted by the National Geodetic Survey in June 1991..
 NP0228
 NP0228.The geoid height was determined by GEOID03.
 NP0228
 NP0228.The dynamic height is computed by dividing the NAVD 88
 NP0228.geopotential number by the normal gravity value computed on the
 NP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0228.degrees latitude (g = 980.6199 gals.).
 NP0228
 NP0228.The modeled gravity was interpolated from observed gravity values.
 NP0228
 NP0228;                    North         East    Units  Estimated Accuracy
 NP0228;SPC NE       -   336,890.      257,860.      MT  (+/- 180 meters Scaled)
 NP0228
 NP0228                          SUPERSEDED SURVEY CONTROL
 NP0228
 NP0228  NGVD 29 (??/??/92) 1030.953  (m)         3382.39   (f) ADJ UNCH    1 2
 NP0228
 NP0228.Superseded values are not recommended for survey control.
 NP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0228.See file dsdata.txt to determine how the superseded data were derived.
 NP0228
 NP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH665439(NAD 83)
 NP0228_MARKER: DB = BENCH MARK DISK
 NP0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0228_SP_SET: ABUTMENT
 NP0228_STAMPING: P 348 1957
 NP0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0228
 NP0228  HISTORY     - Date     Condition        Report By
 NP0228  HISTORY     - 1957     MONUMENTED       CGS
 NP0228  HISTORY     - 1974     GOOD             LOCENG
 NP0228
 NP0228                          STATION DESCRIPTION
 NP0228
 NP0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0228'1.8 MI E FROM CHADRON.
 NP0228'ABOUT 1.8 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0228'FROM THE STATION AT CHADRON, IN SECTION 15, T. 33 N., R. 48 W.,
 NP0228'14 POLES WEST OF MILEPOST 404, 6 FEET NORTH OF THE NORTH RAIL,
 NP0228'3 FEET BELOW THE RAIL, IN THE TOP OF THE NORTH END OF THE EAST
 NP0228'ABUTMENT OF BRIDGE 655.
 NP0228
 NP0228                          STATION RECOVERY (1974)
 NP0228
 NP0228'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NP0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0270 ***********************************************************************
 NP0270  DESIGNATION -  P 349
 NP0270  PID         -  NP0270
 NP0270  STATE/COUNTY-  NE/DAWES
 NP0270  USGS QUAD   -  CRAWFORD (1980)
 NP0270
 NP0270                         *CURRENT SURVEY CONTROL
 NP0270  ___________________________________________________________________
 NP0270* NAD 83(1986)-  42 42 07.     (N)    103 25 13.     (W)     SCALED    
 NP0270* NAVD 88     -      1123.773  (meters)    3686.91   (feet)  POSTED    
 NP0270  ___________________________________________________________________
 NP0270  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 NP0270  DYNAMIC HT  -        1123.170 (meters)    3684.93  (feet)  COMP
 NP0270  MODELED GRAV-     980,048.1   (mgal)                       NAVD 88
 NP0270
 NP0270  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NP0270
 NP0270.The horizontal coordinates were scaled from a topographic map and have
 NP0270.an estimated accuracy of +/- 6 seconds.
 NP0270
 NP0270.The orthometric height was determined by differential leveling
 NP0270.and adjusted by the National Geodetic Survey in 1992..
 NP0270.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NP0270.rate of 3.1 thru 4.0 mm/km.
 NP0270
 NP0270.The geoid height was determined by GEOID03.
 NP0270
 NP0270.The dynamic height is computed by dividing the NAVD 88
 NP0270.geopotential number by the normal gravity value computed on the
 NP0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0270.degrees latitude (g = 980.6199 gals.).
 NP0270
 NP0270.The modeled gravity was interpolated from observed gravity values.
 NP0270
 NP0270;                    North         East    Units  Estimated Accuracy
 NP0270;SPC NE       -   324,050.      219,870.      MT  (+/- 180 meters Scaled)
 NP0270
 NP0270                          SUPERSEDED SURVEY CONTROL
 NP0270
 NP0270  NGVD 29 (??/??/92) 1123.191  (m)         3685.00   (f) ADJ UNCH    1 2
 NP0270
 NP0270.Superseded values are not recommended for survey control.
 NP0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0270.See file dsdata.txt to determine how the superseded data were derived.
 NP0270
 NP0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH293289(NAD 83)
 NP0270_MARKER: DB = BENCH MARK DISK
 NP0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0270_STAMPING: P 349 1957
 NP0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0270+STABILITY: SURFACE MOTION
 NP0270
 NP0270  HISTORY     - Date     Condition        Report By
 NP0270  HISTORY     - 1957     MONUMENTED       CGS
 NP0270  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0270
 NP0270                          STATION DESCRIPTION
 NP0270
 NP0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0270'1.1 MI NW FROM CRAWFORD.
 NP0270'ABOUT 1.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0270'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 34,
 NP0270'T. 32 N., R. 52 W., 62 FEET WEST AND ACROSS THE TRACK FROM
 NP0270'MILEPOST 424, 45 FEET WEST OF THE WEST RAIL, 30 FEET WEST OF THE
 NP0270'WEST RAIL OF A SIDE TRACK, 5 FEET SOUTHEAST OF A TELEPHONE POLE,
 NP0270'1 1/2 FEET EAST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 NP0270'WITNESS POST, ABOUT LEVEL WITH THE MAIN TRACK AND IN THE TOP OF
 NP0270'A CONCRETE POST WHICH PROJECTS 5 INCHES.
 NP0270
 NP0270                          STATION RECOVERY (1985)
 NP0270
 NP0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0270'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0328 ***********************************************************************
 NP0328  DESIGNATION -  P 35
 NP0328  PID         -  NP0328
 NP0328  STATE/COUNTY-  NE/DAWES
 NP0328  USGS QUAD   -  CHADRON WEST (1980)
 NP0328
 NP0328                         *CURRENT SURVEY CONTROL
 NP0328  ___________________________________________________________________
 NP0328* NAD 83(1986)-  42 52 19.     (N)    103 07 14.     (W)     SCALED    
 NP0328* NAVD 88     -       998.162  (meters)    3274.80   (feet)  ADJUSTED  
 NP0328  ___________________________________________________________________
 NP0328  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 NP0328  DYNAMIC HT  -         997.670 (meters)    3273.19  (feet)  COMP
 NP0328  MODELED GRAV-     980,094.3   (mgal)                       NAVD 88
 NP0328
 NP0328  VERT ORDER  -  SECOND    CLASS 0
 NP0328
 NP0328.The horizontal coordinates were scaled from a topographic map and have
 NP0328.an estimated accuracy of +/- 6 seconds.
 NP0328
 NP0328.The orthometric height was determined by differential leveling
 NP0328.and adjusted by the National Geodetic Survey in June 1991..
 NP0328
 NP0328.The geoid height was determined by GEOID03.
 NP0328
 NP0328.The dynamic height is computed by dividing the NAVD 88
 NP0328.geopotential number by the normal gravity value computed on the
 NP0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0328.degrees latitude (g = 980.6199 gals.).
 NP0328
 NP0328.The modeled gravity was interpolated from observed gravity values.
 NP0328
 NP0328;                    North         East    Units  Estimated Accuracy
 NP0328;SPC NE       -   342,000.      245,090.      MT  (+/- 180 meters Scaled)
 NP0328
 NP0328                          SUPERSEDED SURVEY CONTROL
 NP0328
 NP0328  NGVD 29 (??/??/92)  997.613  (m)         3273.00   (f) ADJ UNCH    2 0
 NP0328
 NP0328.Superseded values are not recommended for survey control.
 NP0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0328.See file dsdata.txt to determine how the superseded data were derived.
 NP0328
 NP0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH535483(NAD 83)
 NP0328_MARKER: DB = BENCH MARK DISK
 NP0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0328_STAMPING: P 35 1934
 NP0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0328+STABILITY: SURFACE MOTION
 NP0328
 NP0328  HISTORY     - Date     Condition        Report By
 NP0328  HISTORY     - 1934     MONUMENTED       CGS
 NP0328
 NP0328                          STATION DESCRIPTION
 NP0328
 NP0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0328'10.1 MI SE FROM WAYSIDE.
 NP0328'10.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0328'FROM THE STATION AT WAYSIDE, DAWES COUNTY, 200 YARDS SOUTHEAST
 NP0328'OF MILEPOST H 2, 593 FEET SOUTHEAST OF THE SOUTH CORNER OF
 NP0328'WOODEN TRESTLE H 3, 92.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 NP0328'AND 4.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NP0328'DISK, STAMPED P 35 1934 AND SET IN THE TOP OF A CONCRETE POST
 NP0328'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0333 ***********************************************************************
 NO0333  DESIGNATION -  P 350
 NO0333  PID         -  NO0333
 NO0333  STATE/COUNTY-  NE/CHERRY
 NO0333  USGS QUAD   -  IRWIN (1990)
 NO0333
 NO0333                         *CURRENT SURVEY CONTROL
 NO0333  ___________________________________________________________________
 NO0333* NAD 83(1986)-  42 52 32.     (N)    101 57 35.     (W)     SCALED    
 NO0333* NAVD 88     -      1049.078  (meters)    3441.85   (feet)  ADJUSTED  
 NO0333  ___________________________________________________________________
 NO0333  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 NO0333  DYNAMIC HT  -        1048.596 (meters)    3440.27  (feet)  COMP
 NO0333  MODELED GRAV-     980,125.0   (mgal)                       NAVD 88
 NO0333
 NO0333  VERT ORDER  -  FIRST     CLASS II
 NO0333
 NO0333.The horizontal coordinates were scaled from a topographic map and have
 NO0333.an estimated accuracy of +/- 6 seconds.
 NO0333
 NO0333.The orthometric height was determined by differential leveling
 NO0333.and adjusted by the National Geodetic Survey in June 1991..
 NO0333
 NO0333.The geoid height was determined by GEOID03.
 NO0333
 NO0333.The dynamic height is computed by dividing the NAVD 88
 NO0333.geopotential number by the normal gravity value computed on the
 NO0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0333.degrees latitude (g = 980.6199 gals.).
 NO0333
 NO0333.The modeled gravity was interpolated from observed gravity values.
 NO0333
 NO0333;                    North         East    Units  Estimated Accuracy
 NO0333;SPC NE       -   339,610.      339,900.      MT  (+/- 180 meters Scaled)
 NO0333
 NO0333                          SUPERSEDED SURVEY CONTROL
 NO0333
 NO0333  NGVD 29 (??/??/92) 1048.620  (m)         3440.35   (f) ADJ UNCH    1 2
 NO0333
 NO0333.Superseded values are not recommended for survey control.
 NO0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0333.See file dsdata.txt to determine how the superseded data were derived.
 NO0333
 NO0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN582512(NAD 83)
 NO0333_MARKER: DB = BENCH MARK DISK
 NO0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NO0333_SP_SET: CONCRETE BASE
 NO0333_STAMPING: P 350 1957
 NO0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0333
 NO0333  HISTORY     - Date     Condition        Report By
 NO0333  HISTORY     - 1957     MONUMENTED       CGS
 NO0333
 NO0333                          STATION DESCRIPTION
 NO0333
 NO0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0333'13.3 MI E FROM GORDON.
 NO0333'ABOUT 13.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0333'FROM THE STATION AT GORDON, ALSO ABOUT 14.1 MILES WEST ALONG
 NO0333'THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT
 NO0333'MERRIMAN, IN T. 34 N., R. 39 W., AND IN THE CENTER OF SECTION
 NO0333'31., 0.2 MILE SOUTH-SOUTHWEST OF MILEPOST 346, 0.15 MILE
 NO0333'SOUTH-SOUTHWEST OF THE IRWIN STATION SIGN, 11 1/2 RAILS
 NO0333'SOUTH-SOUTHWEST OF THE CENTER LINE OF A ROAD CROSSING, 21 FEET
 NO0333'WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL, 1 1/2 FEET ABOVE
 NO0333'THE GROUND, AND IN THE TOP OF A CONCRETE BASE BETWEEN THE TWO
 NO0333'MOST NORTH-NORTHEAST CONCRETE FOOTINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0027 ***********************************************************************
 NP0027  DESIGNATION -  P 351
 NP0027  PID         -  NP0027
 NP0027  STATE/COUNTY-  NE/SHERIDAN
 NP0027  USGS QUAD   -  CLINTON (1969)
 NP0027
 NP0027                         *CURRENT SURVEY CONTROL
 NP0027  ___________________________________________________________________
 NP0027* NAD 83(1986)-  42 46 49.     (N)    102 17 48.     (W)     SCALED    
 NP0027* NAVD 88     -      1119.956  (meters)    3674.39   (feet)  ADJUSTED  
 NP0027  ___________________________________________________________________
 NP0027  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 NP0027  DYNAMIC HT  -        1119.417 (meters)    3672.62  (feet)  COMP
 NP0027  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 NP0027
 NP0027  VERT ORDER  -  FIRST     CLASS II
 NP0027
 NP0027.The horizontal coordinates were scaled from a topographic map and have
 NP0027.an estimated accuracy of +/- 6 seconds.
 NP0027
 NP0027.The orthometric height was determined by differential leveling
 NP0027.and adjusted by the National Geodetic Survey in June 1991..
 NP0027
 NP0027.The geoid height was determined by GEOID03.
 NP0027
 NP0027.The dynamic height is computed by dividing the NAVD 88
 NP0027.geopotential number by the normal gravity value computed on the
 NP0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0027.degrees latitude (g = 980.6199 gals.).
 NP0027
 NP0027.The modeled gravity was interpolated from observed gravity values.
 NP0027
 NP0027;                    North         East    Units  Estimated Accuracy
 NP0027;SPC NE       -   329,710.      312,100.      MT  (+/- 180 meters Scaled)
 NP0027
 NP0027                          SUPERSEDED SURVEY CONTROL
 NP0027
 NP0027  NGVD 29 (??/??/92) 1119.457  (m)         3672.75   (f) ADJ UNCH    1 2
 NP0027
 NP0027.Superseded values are not recommended for survey control.
 NP0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0027.See file dsdata.txt to determine how the superseded data were derived.
 NP0027
 NP0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH211399(NAD 83)
 NP0027_MARKER: DB = BENCH MARK DISK
 NP0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0027_STAMPING: P 351 1957
 NP0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0027+STABILITY: SURFACE MOTION
 NP0027
 NP0027  HISTORY     - Date     Condition        Report By
 NP0027  HISTORY     - 1957     MONUMENTED       CGS
 NP0027
 NP0027                          STATION DESCRIPTION
 NP0027
 NP0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0027'3 MI NE FROM CLINTON.
 NP0027'ABOUT 3.0 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0027'RAILWAY FROM THE STATION AT CLINTON, IN T. 32 N., R. 42 W.,
 NP0027'SECTION 6., IN LINE WITH A ROW OF POLES, 30 1/2 FEET NORTHEAST OF
 NP0027'THE 2ND POLE SOUTHWEST OF MILE POST 365, 43 1/2 FEET NORTHWEST
 NP0027'OF THE CENTER LINE OF U.S. HIGHWAY 20, 38 FEET SOUTHEAST OF THE
 NP0027'SOUTHEAST RAIL, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 NP0027'POST, ABOUT LEVEL WITH THE RAILS, AND IN THE TOP OF A CONCRETE
 NP0027'POST WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0209 ***********************************************************************
 NP0209  DESIGNATION -  P 353
 NP0209  PID         -  NP0209
 NP0209  STATE/COUNTY-  NE/SHERIDAN
 NP0209  USGS QUAD   -  HAY SPRINGS (1966)
 NP0209
 NP0209                         *CURRENT SURVEY CONTROL
 NP0209  ___________________________________________________________________
 NP0209* NAD 83(1986)-  42 41 26.     (N)    102 42 52.     (W)     SCALED    
 NP0209* NAVD 88     -      1177.700  (meters)    3863.84   (feet)  ADJUSTED  
 NP0209  ___________________________________________________________________
 NP0209  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 NP0209  DYNAMIC HT  -        1177.095 (meters)    3861.85  (feet)  COMP
 NP0209  MODELED GRAV-     980,066.2   (mgal)                       NAVD 88
 NP0209
 NP0209  VERT ORDER  -  FIRST     CLASS II
 NP0209
 NP0209.The horizontal coordinates were scaled from a topographic map and have
 NP0209.an estimated accuracy of +/- 6 seconds.
 NP0209
 NP0209.The orthometric height was determined by differential leveling
 NP0209.and adjusted by the National Geodetic Survey in June 1991..
 NP0209
 NP0209.The geoid height was determined by GEOID03.
 NP0209
 NP0209.The dynamic height is computed by dividing the NAVD 88
 NP0209.geopotential number by the normal gravity value computed on the
 NP0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0209.degrees latitude (g = 980.6199 gals.).
 NP0209
 NP0209.The modeled gravity was interpolated from observed gravity values.
 NP0209
 NP0209;                    North         East    Units  Estimated Accuracy
 NP0209;SPC NE       -   320,740.      277,620.      MT  (+/- 180 meters Scaled)
 NP0209
 NP0209                          SUPERSEDED SURVEY CONTROL
 NP0209
 NP0209  NGVD 29 (??/??/92) 1177.155  (m)         3862.05   (f) ADJ UNCH    1 2
 NP0209
 NP0209.Superseded values are not recommended for survey control.
 NP0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0209.See file dsdata.txt to determine how the superseded data were derived.
 NP0209
 NP0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH872289(NAD 83)
 NP0209_MARKER: DB = BENCH MARK DISK
 NP0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0209_STAMPING: P 353 1957
 NP0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0209+STABILITY: SURFACE MOTION
 NP0209
 NP0209  HISTORY     - Date     Condition        Report By
 NP0209  HISTORY     - 1957     MONUMENTED       CGS
 NP0209
 NP0209                          STATION DESCRIPTION
 NP0209
 NP0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0209'1.4 MI NW FROM HAY SPRINGS.
 NP0209'ABOUT 1.35 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0209'RAILWAY FROM THE STATION AT HAY SPRINGS, 122 FEET NORTH OF THE
 NP0209'NORTH RAIL, 155 FEET NORTHEAST AND ACROSS THE TRACKS FROM THE FIRST
 NP0209'POLE EAST OF MILEPOST 388, 115 FEET NORTHEAST OF THE CENTER LINE
 NP0209'OF THE ROAD CROSSING, 42 FEET NORTH OF A FENCE CORNER, 19 FEET
 NP0209'EAST OF THE CENTER LINE OF A DIRT ROAD, 11 FEET NORTHWEST OF A
 NP0209'POWER POLE, 1 FOOT WEST OF THE EAST ROAD RIGHT OF WAY FENCE, ABOUT
 NP0209'LEVEL WITH THE RAILS, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NP0209'POST, IN T. 31 N., R. 46 W., AND IN THE SOUTHWEST CORNER OF
 NP0209'SECTION 3., SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 10
 NP0209'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1371 ***********************************************************************
 NM1371  DESIGNATION -  P 36
 NM1371  PID         -  NM1371
 NM1371  STATE/COUNTY-  NE/KNOX
 NM1371  USGS QUAD   -  SPRINGFIELD (1978)
 NM1371
 NM1371                         *CURRENT SURVEY CONTROL
 NM1371  ___________________________________________________________________
 NM1371* NAD 83(1986)-  42 45 42.     (N)    097 59 29.     (W)     SCALED    
 NM1371* NAVD 88     -       370.451  (meters)    1215.39   (feet)  ADJUSTED  
 NM1371  ___________________________________________________________________
 NM1371  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 NM1371  DYNAMIC HT  -         370.332 (meters)    1215.00  (feet)  COMP
 NM1371  MODELED GRAV-     980,289.4   (mgal)                       NAVD 88
 NM1371
 NM1371  VERT ORDER  -  SECOND    CLASS 0
 NM1371
 NM1371.The horizontal coordinates were scaled from a topographic map and have
 NM1371.an estimated accuracy of +/- 6 seconds.
 NM1371
 NM1371.The orthometric height was determined by differential leveling
 NM1371.and adjusted by the National Geodetic Survey in June 1991..
 NM1371
 NM1371.The geoid height was determined by GEOID03.
 NM1371
 NM1371.The dynamic height is computed by dividing the NAVD 88
 NM1371.geopotential number by the normal gravity value computed on the
 NM1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1371.degrees latitude (g = 980.6199 gals.).
 NM1371
 NM1371.The modeled gravity was interpolated from observed gravity values.
 NM1371
 NM1371;                    North         East    Units  Estimated Accuracy
 NM1371;SPC NE       -   327,060.      664,380.      MT  (+/- 180 meters Scaled)
 NM1371
 NM1371                          SUPERSEDED SURVEY CONTROL
 NM1371
 NM1371  NGVD 29 (??/??/92)  370.237  (m)         1214.69   (f) ADJ UNCH    2 0
 NM1371
 NM1371.Superseded values are not recommended for survey control.
 NM1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1371.See file dsdata.txt to determine how the superseded data were derived.
 NM1371
 NM1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN825348(NAD 83)
 NM1371_MARKER: DB = BENCH MARK DISK
 NM1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1371_STAMPING: P-36-1934
 NM1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1371+STABILITY: SURFACE MOTION
 NM1371
 NM1371  HISTORY     - Date     Condition        Report By
 NM1371  HISTORY     - 1934     MONUMENTED       CGS
 NM1371  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1371
 NM1371                          STATION DESCRIPTION
 NM1371
 NM1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1371'3.4 MI NE FROM NIOBRARA.
 NM1371'3.45 MILES NORTHEAST OF STATION AT NIOBRARA, ABOUT 300 YARDS
 NM1371'SOUTHWEST OF SOUTH FERRY ENTRANCE TO MISSOURI RIVER CROSSING,
 NM1371'120 YARDS NORTHEAST OF ELECTRIC POWER LINE TOWER, 76 FEET SOUTH
 NM1371'OF CENTERLINE OF ROAD TO FERRY, 40.5 FEET NORTHWEST OF 24 IN
 NM1371'STUMP.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES
 NM1371'HIGH, STAMPED P 36 1934.
 NM1371
 NM1371                          STATION RECOVERY (1974)
 NM1371
 NM1371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0070 ***********************************************************************
 LG0070  DESIGNATION -  P 364
 LG0070  PID         -  LG0070
 LG0070  STATE/COUNTY-  NE/CASS
 LG0070  USGS QUAD   -  WEEPING WATER (1966)
 LG0070
 LG0070                         *CURRENT SURVEY CONTROL
 LG0070  ___________________________________________________________________
 LG0070* NAD 83(1986)-  40 48 46.     (N)    096 11 51.     (W)     SCALED    
 LG0070* NAVD 88     -       395.785  (meters)    1298.50   (feet)  ADJUSTED  
 LG0070  ___________________________________________________________________
 LG0070  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 LG0070  DYNAMIC HT  -         395.616 (meters)    1297.95  (feet)  COMP
 LG0070  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 LG0070
 LG0070  VERT ORDER  -  SECOND    CLASS 0
 LG0070
 LG0070.The horizontal coordinates were scaled from a topographic map and have
 LG0070.an estimated accuracy of +/- 6 seconds.
 LG0070
 LG0070.The orthometric height was determined by differential leveling
 LG0070.and adjusted by the National Geodetic Survey in June 1991..
 LG0070
 LG0070.The geoid height was determined by GEOID03.
 LG0070
 LG0070.The dynamic height is computed by dividing the NAVD 88
 LG0070.geopotential number by the normal gravity value computed on the
 LG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0070.degrees latitude (g = 980.6199 gals.).
 LG0070
 LG0070.The modeled gravity was interpolated from observed gravity values.
 LG0070
 LG0070;                    North         East    Units  Estimated Accuracy
 LG0070;SPC NE       -   115,800.      820,640.      MT  (+/- 180 meters Scaled)
 LG0070
 LG0070                          SUPERSEDED SURVEY CONTROL
 LG0070
 LG0070  NGVD 29 (??/??/92)  395.690  (m)         1298.19   (f) ADJ UNCH    2 0
 LG0070
 LG0070.Superseded values are not recommended for survey control.
 LG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0070.See file dsdata.txt to determine how the superseded data were derived.
 LG0070
 LG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL363217(NAD 83)
 LG0070_MARKER: DB = BENCH MARK DISK
 LG0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0070_STAMPING: P 364 1961
 LG0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0070+STABILITY: SURFACE MOTION
 LG0070
 LG0070  HISTORY     - Date     Condition        Report By
 LG0070  HISTORY     - 1961     MONUMENTED       CGS
 LG0070
 LG0070                          STATION DESCRIPTION
 LG0070
 LG0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0070'5.1 MI NW FROM AVOCA.
 LG0070'1.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0070'STATION AT AVOCA, TO U.S. HIGHWAY 34, THENCE 3.9 MILES WEST
 LG0070'ALONG U.S. HIGHWAY 34, 160 FEET SOUTHEAST OF A CROSSING, 170.1
 LG0070'FEET SOUTH OF A POWER POLE WITH TWO GUY WIRES, 24.6 FEET
 LG0070'EAST OF THE CENTER OF A GRAVEL ROAD, 1.7 FEET NORTH OF A METAL
 LG0070'WITNESS POST WITH SIGN, 10 INCHES WEST OF A FENCE, SET IN THE
 LG0070'TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0477 ***********************************************************************
 LG0477  DESIGNATION -  P 365
 LG0477  PID         -  LG0477
 LG0477  STATE/COUNTY-  NE/SALINE
 LG0477  USGS QUAD   -  PLEASANT HILL (1964)
 LG0477
 LG0477                         *CURRENT SURVEY CONTROL
 LG0477  ___________________________________________________________________
 LG0477* NAD 83(1986)-  40 31 27.     (N)    097 07 20.     (W)     SCALED    
 LG0477* NAVD 88     -       463.001  (meters)    1519.03   (feet)  ADJUSTED  
 LG0477  ___________________________________________________________________
 LG0477  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 LG0477  DYNAMIC HT  -         462.747 (meters)    1518.20  (feet)  COMP
 LG0477  MODELED GRAV-     980,062.0   (mgal)                       NAVD 88
 LG0477
 LG0477  VERT ORDER  -  SECOND    CLASS 0
 LG0477
 LG0477.The horizontal coordinates were scaled from a topographic map and have
 LG0477.an estimated accuracy of +/- 6 seconds.
 LG0477
 LG0477.The orthometric height was determined by differential leveling
 LG0477.and adjusted by the National Geodetic Survey in June 1991..
 LG0477
 LG0477.The geoid height was determined by GEOID03.
 LG0477
 LG0477.The dynamic height is computed by dividing the NAVD 88
 LG0477.geopotential number by the normal gravity value computed on the
 LG0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0477.degrees latitude (g = 980.6199 gals.).
 LG0477
 LG0477.The modeled gravity was interpolated from observed gravity values.
 LG0477
 LG0477;                    North         East    Units  Estimated Accuracy
 LG0477;SPC NE       -    80,760.      743,760.      MT  (+/- 180 meters Scaled)
 LG0477
 LG0477                          SUPERSEDED SURVEY CONTROL
 LG0477
 LG0477  NGVD 29 (??/??/92)  462.846  (m)         1518.52   (f) ADJ UNCH    2 0
 LG0477
 LG0477.Superseded values are not recommended for survey control.
 LG0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0477.See file dsdata.txt to determine how the superseded data were derived.
 LG0477
 LG0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK590876(NAD 83)
 LG0477_MARKER: DB = BENCH MARK DISK
 LG0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0477_STAMPING: P 365 1961
 LG0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0477+STABILITY: SURFACE MOTION
 LG0477
 LG0477  HISTORY     - Date     Condition        Report By
 LG0477  HISTORY     - 1961     MONUMENTED       CGS
 LG0477
 LG0477                          STATION DESCRIPTION
 LG0477
 LG0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0477'8.8 MI S FROM DORCHESTER.
 LG0477'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0477'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15,
 LG0477'THENCE 8.45 MILES SOUTH ALONG STATE HIGHWAY 15, 86 FEET NORTHEAST
 LG0477'OF THE CENTER OF A ROAD CROSSING, 67 FEET EAST OF THE CENTER
 LG0477'OF STATE HIGHWAY 15, 61 FEET NORTH OF THE CENTER OF A GRAVEL
 LG0477'ROAD, 46 FEET SOUTH OF THE CENTER OF THE GATE TO A POWER RELAY
 LG0477'STATION, 6.6 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 LG0477'WHITE BUILDING, 2.9 FEET WEST OF THE SOUTHWEST CORNER OF THE MAIN
 LG0477'FENCE AROUND THE RELAY STATION, 1.0 FOOT NORTH OF A FENCE, SET
 LG0477'IN TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE
 LG0477'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1280 ***********************************************************************
 NM1280  DESIGNATION -  P 38
 NM1280  PID         -  NM1280
 NM1280  STATE/COUNTY-  NE/PIERCE
 NM1280  USGS QUAD   -  FOSTER (1963)
 NM1280
 NM1280                         *CURRENT SURVEY CONTROL
 NM1280  ___________________________________________________________________
 NM1280* NAD 83(1986)-  42 21 04.     (N)    097 39 35.     (W)     SCALED    
 NM1280* NAVD 88     -       512.769  (meters)    1682.31   (feet)  ADJUSTED  
 NM1280  ___________________________________________________________________
 NM1280  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 NM1280  DYNAMIC HT  -         512.579 (meters)    1681.69  (feet)  COMP
 NM1280  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 NM1280
 NM1280  VERT ORDER  -  SECOND    CLASS 0
 NM1280
 NM1280.The horizontal coordinates were scaled from a topographic map and have
 NM1280.an estimated accuracy of +/- 6 seconds.
 NM1280
 NM1280.The orthometric height was determined by differential leveling
 NM1280.and adjusted by the National Geodetic Survey in June 1991..
 NM1280
 NM1280.The geoid height was determined by GEOID03.
 NM1280
 NM1280.The dynamic height is computed by dividing the NAVD 88
 NM1280.geopotential number by the normal gravity value computed on the
 NM1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1280.degrees latitude (g = 980.6199 gals.).
 NM1280
 NM1280.The modeled gravity was interpolated from observed gravity values.
 NM1280
 NM1280;                    North         East    Units  Estimated Accuracy
 NM1280;SPC NE       -   282,160.      692,760.      MT  (+/- 180 meters Scaled)
 NM1280
 NM1280                          SUPERSEDED SURVEY CONTROL
 NM1280
 NM1280  NGVD 29 (??/??/92)  512.579  (m)         1681.69   (f) ADJ UNCH    2 0
 NM1280
 NM1280.Superseded values are not recommended for survey control.
 NM1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1280.See file dsdata.txt to determine how the superseded data were derived.
 NM1280
 NM1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM103896(NAD 83)
 NM1280_MARKER: DB = BENCH MARK DISK
 NM1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1280_STAMPING: P-38--1934
 NM1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1280+STABILITY: SURFACE MOTION
 NM1280
 NM1280  HISTORY     - Date     Condition        Report By
 NM1280  HISTORY     - 1934     MONUMENTED       CGS
 NM1280  HISTORY     - 1961     MARK NOT FOUND   USGS
 NM1280  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1280
 NM1280                          STATION DESCRIPTION
 NM1280
 NM1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1280'7 MI E FROM PLAINVIEW.
 NM1280'LOCATED 7 MILES EAST ALONG U.S. HIGHWAY 20.  OF THE CHICAGO AND
 NM1280'NORTH WESTERN DEPOT AT PLAINVIEW, 2 MILES NORTHEAST OF BRESLAU,
 NM1280'43 FEET WEST OF CENTERLINE OF SECTION CROSS ROAD, 31 FEET NORTH OF
 NM1280'CENTERLINE OF HIGHWAY, 10 FEET WEST OF CORNER FENCE POST, 1
 NM1280'FOOT SOUTH OF FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 NM1280'POST 4 INCHES HIGH.
 NM1280
 NM1280                          STATION RECOVERY (1961)
 NM1280
 NM1280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1280'MARK NOT FOUND.
 NM1280
 NM1280                          STATION RECOVERY (1999)
 NM1280
 NM1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1280'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1021 ***********************************************************************
 NM1021  DESIGNATION -  P 39
 NM1021  PID         -  NM1021
 NM1021  STATE/COUNTY-  NE/CEDAR
 NM1021  USGS QUAD   -  GAVINS POINT DAM (1968)
 NM1021
 NM1021                         *CURRENT SURVEY CONTROL
 NM1021  ___________________________________________________________________
 NM1021* NAD 83(1986)-  42 50 14.     (N)    097 27 14.     (W)     SCALED    
 NM1021* NAVD 88     -       396.806  (meters)    1301.85   (feet)  ADJUSTED  
 NM1021  ___________________________________________________________________
 NM1021  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM1021  DYNAMIC HT  -         396.692 (meters)    1301.48  (feet)  COMP
 NM1021  MODELED GRAV-     980,320.2   (mgal)                       NAVD 88
 NM1021
 NM1021  VERT ORDER  -  FIRST     CLASS II
 NM1021
 NM1021.The horizontal coordinates were scaled from a topographic map and have
 NM1021.an estimated accuracy of +/- 6 seconds.
 NM1021
 NM1021.The orthometric height was determined by differential leveling
 NM1021.and adjusted by the National Geodetic Survey in June 1991..
 NM1021
 NM1021.The geoid height was determined by GEOID03.
 NM1021
 NM1021.The dynamic height is computed by dividing the NAVD 88
 NM1021.geopotential number by the normal gravity value computed on the
 NM1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1021.degrees latitude (g = 980.6199 gals.).
 NM1021
 NM1021.The modeled gravity was interpolated from observed gravity values.
 NM1021
 NM1021;                    North         East    Units  Estimated Accuracy
 NM1021;SPC NE       -   336,600.      708,120.      MT  (+/- 180 meters Scaled)
 NM1021
 NM1021                          SUPERSEDED SURVEY CONTROL
 NM1021
 NM1021  NGVD 29 (??/??/92)  396.602  (m)         1301.19   (f) ADJ UNCH    1 2
 NM1021
 NM1021.Superseded values are not recommended for survey control.
 NM1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1021.See file dsdata.txt to determine how the superseded data were derived.
 NM1021
 NM1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN263438(NAD 83)
 NM1021_MARKER: DB = BENCH MARK DISK
 NM1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1021_STAMPING: P-39-1934
 NM1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1021+STABILITY: SURFACE MOTION
 NM1021
 NM1021  HISTORY     - Date     Condition        Report By
 NM1021  HISTORY     - 1934     MONUMENTED       CGS
 NM1021  HISTORY     - 1968     MARK NOT FOUND   NGS
 NM1021  HISTORY     - 1981     GOOD             NGS
 NM1021
 NM1021                          STATION DESCRIPTION
 NM1021
 NM1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1021'4.2 MI SW FROM YANKTON.
 NM1021'P-39 IS LOCATED 4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 81.  OF
 NM1021'THE MERIDIAN HWY. BRIDGE OVER MISSOURI RIVER AT YANKTON, SOUTH
 NM1021'DAKOTA, 43 FEET NORTH OF CENTERLINE OF HIGHWAY, 10.5 FEET EAST
 NM1021'OF EAST END OF GATE TO ATHEN CEMETERY, 1.6 FEET SOUTH OF FENCE.
 NM1021'STANDARD TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.
 NM1021
 NM1021                          STATION RECOVERY (1968)
 NM1021
 NM1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NM1021'MARK NOT FOUND.
 NM1021
 NM1021                          STATION RECOVERY (1981)
 NM1021
 NM1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NM1021'2 MILES WEST ALONG STATE HIGHWAY 121 FROM THE JUNCTION WITH U.S.
 NM1021'HIGHWAY, ABOUT 2 MILES SOUTH OF YANKTON, SD, THENCE LEFT AND SOUTH
 NM1021'ALONG A GRAVELED ROAD FOR 0.3 MILE THENCE RIGHT AND WESTERLY ALONG A
 NM1021'GRAVELED ROAD 0.7 MILE TO THE MARK ON THE RIGHT AT THE THE ATEN
 NM1021'CEMETERY, 14.90 METERS NORTH OF THE CENTERLINE OF THE ROAD, 5.17
 NM1021'METERS,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0276 ***********************************************************************
 NP0276  DESIGNATION -  P 4
 NP0276  PID         -  NP0276
 NP0276  STATE/COUNTY-  NE/DAWES
 NP0276  USGS QUAD   -  HORN (1980)
 NP0276
 NP0276                         *CURRENT SURVEY CONTROL
 NP0276  ___________________________________________________________________
 NP0276* NAD 83(1986)-  42 45 46.     (N)    103 26 38.     (W)     SCALED    
 NP0276* NAVD 88     -      1122.838  (meters)    3683.84   (feet)  POSTED    
 NP0276  ___________________________________________________________________
 NP0276  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 NP0276  DYNAMIC HT  -        1122.250 (meters)    3681.92  (feet)  COMP
 NP0276  MODELED GRAV-     980,061.9   (mgal)                       NAVD 88
 NP0276
 NP0276  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NP0276
 NP0276.The horizontal coordinates were scaled from a topographic map and have
 NP0276.an estimated accuracy of +/- 6 seconds.
 NP0276
 NP0276.The orthometric height was determined by differential leveling
 NP0276.and adjusted by the National Geodetic Survey in 1992..
 NP0276.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NP0276.rate of 1.1 thru 2.0 mm/km.
 NP0276
 NP0276.The geoid height was determined by GEOID03.
 NP0276
 NP0276.The dynamic height is computed by dividing the NAVD 88
 NP0276.geopotential number by the normal gravity value computed on the
 NP0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0276.degrees latitude (g = 980.6199 gals.).
 NP0276
 NP0276.The modeled gravity was interpolated from observed gravity values.
 NP0276
 NP0276;                    North         East    Units  Estimated Accuracy
 NP0276;SPC NE       -   330,880.      218,210.      MT  (+/- 180 meters Scaled)
 NP0276
 NP0276                          SUPERSEDED SURVEY CONTROL
 NP0276
 NP0276.No superseded survey control is available for this station.
 NP0276
 NP0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH273356(NAD 83)
 NP0276_MARKER: Z = SEE DESCRIPTION
 NP0276_SETTING: 0 = UNSPECIFIED SETTING
 NP0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0276
 NP0276  HISTORY     - Date     Condition        Report By
 NP0276  HISTORY     - UNK      MONUMENTED       CGS
 NP0276  HISTORY     - 1957     MARK NOT FOUND   NGS
 NP0276
 NP0276                          STATION DESCRIPTION
 NP0276
 NP0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0276'AT HORN.
 NP0276'AT HORN (FORMERLY REMINGTON), DAWES COUNTY, NEBR., 25.2 METERS
 NP0276'WEST OF THE CENTER LINE OF THE MAIN TRACK OF THE CHICAGO,
 NP0276'BURLINGTON AND QUINCY RAILROAD, 25 METERS NORTH (MEASURED ALONG
 NP0276'THE TRACKS) OF STATION SIGNBOARD.  NOTE-- THE SIDING AND STATION
 NP0276'SIGN AT HORN HAVE BEEN REMOVED SO THAT IT IS DIFFICULT TO
 NP0276'DETERMINE JUST WHERE THE MARK SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0348 ***********************************************************************
 MN0348  DESIGNATION -  P 417
 MN0348  PID         -  MN0348
 MN0348  STATE/COUNTY-  NE/MORRILL
 MN0348  USGS QUAD   -  BRIDGEPORT (1965)
 MN0348
 MN0348                         *CURRENT SURVEY CONTROL
 MN0348  ___________________________________________________________________
 MN0348* NAD 83(1986)-  41 44 15.     (N)    103 07 05.     (W)     SCALED    
 MN0348* NAVD 88     -      1171.768  (meters)    3844.38   (feet)  ADJUSTED  
 MN0348  ___________________________________________________________________
 MN0348  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 MN0348  DYNAMIC HT  -        1171.029 (meters)    3841.95  (feet)  COMP
 MN0348  MODELED GRAV-     979,951.8   (mgal)                       NAVD 88
 MN0348
 MN0348  VERT ORDER  -  FIRST     CLASS II
 MN0348
 MN0348.The horizontal coordinates were scaled from a topographic map and have
 MN0348.an estimated accuracy of +/- 6 seconds.
 MN0348
 MN0348.The orthometric height was determined by differential leveling
 MN0348.and adjusted by the National Geodetic Survey in June 1991..
 MN0348
 MN0348.The geoid height was determined by GEOID03.
 MN0348
 MN0348.The dynamic height is computed by dividing the NAVD 88
 MN0348.geopotential number by the normal gravity value computed on the
 MN0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0348.degrees latitude (g = 980.6199 gals.).
 MN0348
 MN0348.The modeled gravity was interpolated from observed gravity values.
 MN0348
 MN0348;                    North         East    Units  Estimated Accuracy
 MN0348;SPC NE       -   216,090.      240,750.      MT  (+/- 180 meters Scaled)
 MN0348
 MN0348                          SUPERSEDED SURVEY CONTROL
 MN0348
 MN0348.No superseded survey control is available for this station.
 MN0348
 MN0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG565223(NAD 83)
 MN0348_MARKER: I = METAL ROD
 MN0348_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MN0348+WITH SETTING: INFORMATION.
 MN0348_SP_SET: SHALLOW-SET METAL ROD
 MN0348_STAMPING: P 417 1985
 MN0348_MARK LOGO: NGS   
 MN0348_PROJECTION: RECESSED 2 CENTIMETERS
 MN0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0348_ROD/PIPE-DEPTH: 2.4  meters
 MN0348
 MN0348  HISTORY     - Date     Condition        Report By
 MN0348  HISTORY     - 1985     MONUMENTED       NGS
 MN0348
 MN0348                          STATION DESCRIPTION
 MN0348
 MN0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0348'9.1 KM (5.65 MI) NORTH FROM BRIDGEPORT.
 MN0348'9.17 KM (5.7 MI) NORTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 MN0348'STATION AT BRIDGEPORT, 0.08 KM (0.05 MI) NORTHWEST OF RAILROAD
 MN0348'MILEPOLE 31, 76.5 METERS (251 FT) EAST-NORTHEAST AND ACROSS THE TRACKS
 MN0348'FROM THE CENTER OF US HIGHWAY 385, 14.9 METERS (49 FT) NORTHEAST OF
 MN0348'THE NORTHEAST RAIL, 4.6 METERS (15 FT) SOUTHEAST OF THE CENTER OF THE
 MN0348'ROAD, 2.3 METERS (7.6 FT) SOUTH OF THE SOUTHEAST END OF A WOODEN GATE
 MN0348'AND 0.5 METER (1.5 FT) SOUTHWEST OF A FENCE.  ROD SET TO 8 FOOT
 MN0348'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MN0348'LOGO CAP.
 MN0348'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 MN0348'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0379 ***********************************************************************
 MN0379  DESIGNATION -  P 418
 MN0379  PID         -  MN0379
 MN0379  STATE/COUNTY-  NE/CHEYENNE
 MN0379  USGS QUAD   -  SIDNEY (1972)
 MN0379
 MN0379                         *CURRENT SURVEY CONTROL
 MN0379  ___________________________________________________________________
 MN0379* NAD 83(1986)-  41 08 51.     (N)    102 56 41.     (W)     SCALED    
 MN0379* NAVD 88     -      1251.538  (meters)    4106.09   (feet)  ADJUSTED  
 MN0379  ___________________________________________________________________
 MN0379  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 MN0379  DYNAMIC HT  -        1250.661 (meters)    4103.21  (feet)  COMP
 MN0379  MODELED GRAV-     979,879.9   (mgal)                       NAVD 88
 MN0379
 MN0379  VERT ORDER  -  FIRST     CLASS II
 MN0379
 MN0379.The horizontal coordinates were scaled from a topographic map and have
 MN0379.an estimated accuracy of +/- 6 seconds.
 MN0379
 MN0379.The orthometric height was determined by differential leveling
 MN0379.and adjusted by the National Geodetic Survey in June 1991..
 MN0379
 MN0379.The geoid height was determined by GEOID03.
 MN0379
 MN0379.The dynamic height is computed by dividing the NAVD 88
 MN0379.geopotential number by the normal gravity value computed on the
 MN0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0379.degrees latitude (g = 980.6199 gals.).
 MN0379
 MN0379.The modeled gravity was interpolated from observed gravity values.
 MN0379
 MN0379;                    North         East    Units  Estimated Accuracy
 MN0379;SPC NE       -   150,110.      252,930.      MT  (+/- 180 meters Scaled)
 MN0379
 MN0379                          SUPERSEDED SURVEY CONTROL
 MN0379
 MN0379.No superseded survey control is available for this station.
 MN0379
 MN0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF724571(NAD 83)
 MN0379_MARKER: DB = BENCH MARK DISK
 MN0379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0379_SP_SET: BRIDGE ABUTMENT
 MN0379_STAMPING: P 418 1985
 MN0379_MARK LOGO: NGS   
 MN0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0379+STABILITY: SURFACE MOTION
 MN0379
 MN0379  HISTORY     - Date     Condition        Report By
 MN0379  HISTORY     - 1985     MONUMENTED       NGS
 MN0379
 MN0379                          STATION DESCRIPTION
 MN0379
 MN0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0379'2.7 KM (1.7 MI) NORTH FROM SIDNEY.
 MN0379'2.6 KM (1.6 MI) EAST ALONG US HIGHWAY 30 FROM THE POST OFFICE AT
 MN0379'SIDNEY, THENCE 0.16 KM (0.1 MI) NORTH ALONG US HIGHWAYS 30 AND 385, IN
 MN0379'TOP OF THE WEST END OF THE SOUTH HIGHWAY BRIDGE ABUTMENT OVER THE
 MN0379'UNION PACIFIC RAILROAD, 7.3 METERS (23.8 FT) WEST OF THE HIGHWAY
 MN0379'CENTERLINE.
 MN0379'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0338 ***********************************************************************
 MM0338  DESIGNATION -  P 422
 MM0338  PID         -  MM0338
 MM0338  STATE/COUNTY-  NE/KEITH
 MM0338  USGS QUAD   -  BRULE (1961)
 MM0338
 MM0338                         *CURRENT SURVEY CONTROL
 MM0338  ___________________________________________________________________
 MM0338* NAD 83(1986)-  41 05 27.     (N)    101 54 37.     (W)     SCALED    
 MM0338* NAVD 88     -      1008.587  (meters)    3309.01   (feet)  ADJUSTED  
 MM0338  ___________________________________________________________________
 MM0338  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 MM0338  DYNAMIC HT  -        1007.951 (meters)    3306.92  (feet)  COMP
 MM0338  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 MM0338
 MM0338  VERT ORDER  -  FIRST     CLASS II
 MM0338
 MM0338.The horizontal coordinates were scaled from a topographic map and have
 MM0338.an estimated accuracy of +/- 6 seconds.
 MM0338
 MM0338.The orthometric height was determined by differential leveling
 MM0338.and adjusted by the National Geodetic Survey in June 1991..
 MM0338
 MM0338.The geoid height was determined by GEOID03.
 MM0338
 MM0338.The dynamic height is computed by dividing the NAVD 88
 MM0338.geopotential number by the normal gravity value computed on the
 MM0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0338.degrees latitude (g = 980.6199 gals.).
 MM0338
 MM0338.The modeled gravity was interpolated from observed gravity values.
 MM0338
 MM0338;                    North         East    Units  Estimated Accuracy
 MM0338;SPC NE       -   141,390.      339,560.      MT  (+/- 180 meters Scaled)
 MM0338
 MM0338                          SUPERSEDED SURVEY CONTROL
 MM0338
 MM0338  NGVD 29 (02/14/92) 1008.142  (m)         3307.55   (f) ADJUSTED    1 2
 MM0338
 MM0338.Superseded values are not recommended for survey control.
 MM0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0338.See file dsdata.txt to determine how the superseded data were derived.
 MM0338
 MM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL555529(NAD 83)
 MM0338_MARKER: I = METAL ROD
 MM0338_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0338_SP_SET: STAINLESS STEEL ROD
 MM0338_STAMPING: P 422 1986
 MM0338_MARK LOGO: NGS   
 MM0338_PROJECTION: FLUSH
 MM0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0338_ROD/PIPE-DEPTH: 20.7 meters
 MM0338
 MM0338  HISTORY     - Date     Condition        Report By
 MM0338  HISTORY     - 1986     MONUMENTED       NGS
 MM0338
 MM0338                          STATION DESCRIPTION
 MM0338
 MM0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0338'2.3 KM (1.4 MI) WEST FROM BRULE.
 MM0338'2.3 KM (1.4 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0338'ROUTE 51 A IN BRULE, AT THE SOUTH END OF A ROW OF POWER POLES LEADING
 MM0338'NORTH, 13.6 METERS (44.6 FT) NORTH OF THE HIGHWAY CENTERLINE (SLOPE
 MM0338'DISTANT) AND 0.54 METER (1.8 FT) EAST-NORTHEAST OF A GUYED POWER POLE.
 MM0338'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0338'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MM0338'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7417 ***********************************************************************
 AA7417  DESIGNATION -  P 423 RESET
 AA7417  PID         -  AA7417
 AA7417  STATE/COUNTY-  NE/FURNAS
 AA7417  USGS QUAD   -  ARAPAHOE (1958)
 AA7417
 AA7417                         *CURRENT SURVEY CONTROL
 AA7417  ___________________________________________________________________
 AA7417* NAD 83(1986)-  40 17 30.     (N)    099 53 52.     (W)     SCALED    
 AA7417* NAVD 88     -       660.95   (+/-2cm)    2168.5    (feet)  VERTCON   
 AA7417  ___________________________________________________________________
 AA7417  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AA7417
 AA7417  VERT ORDER  -  THIRD (See Below)
 AA7417
 AA7417.The horizontal coordinates were scaled from a topographic map and have
 AA7417.an estimated accuracy of +/- 6 seconds.
 AA7417
 AA7417.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7417.The vertical order pertains to the NGVD 29 superseded value.
 AA7417
 AA7417.The geoid height was determined by GEOID03.
 AA7417
 AA7417;                    North         East    Units  Estimated Accuracy
 AA7417;SPC NE       -    50,900.      508,690.      MT  (+/- 180 meters Scaled)
 AA7417
 AA7417                          SUPERSEDED SURVEY CONTROL
 AA7417
 AA7417  NGVD 29 (08/02/06)  660.65   (m)         2167.5    (f) RESET       3  
 AA7417
 AA7417.Superseded values are not recommended for survey control.
 AA7417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7417.See file dsdata.txt to determine how the superseded data were derived.
 AA7417
 AA7417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK236605(NAD 83)
 AA7417_MARKER: DV = VERTICAL CONTROL DISK
 AA7417_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA7417_SP_SET: BRIDGE RAIL
 AA7417_STAMPING: P 423 RESET 1991
 AA7417_MARK LOGO: NGS   
 AA7417_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7417+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA7417
 AA7417  HISTORY     - Date     Condition        Report By
 AA7417  HISTORY     - 1991     MONUMENTED       NEDR
 AA7417
 AA7417                          STATION DESCRIPTION
 AA7417
 AA7417'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991 (KRV)
 AA7417'TO REACH THE MARK FROM THE JUNCTION OF U.S.  HIGHWAYS 6, 34 AND 283,
 AA7417'IN ARAPAHOE, GO SOUTH ON HIGHWAY 283 FOR 1.61 KM (1.00 MI) TO THE MARK
 AA7417'SET INTO THE SOUTHEAST CORNER OF THE SOUTHEAST BRIDGE RAIL OF A 229
 AA7417'FOOT, (69.8 M) 3 SPAN, CONCRETE GIRDER BRIDGE, NUMBERED 02014, OVER
 AA7417'MUDDY CREEK.  THE MARK IS AT HIGHWAY STATION 1270+02, IN THE NE1/4,
 AA7417'SEC27, T4N, R23W AND IT IS 20.5 FT (6.2 M) EAST FROM THE CENTERLINE OF
 AA7417'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0309 ***********************************************************************
 MM0309  DESIGNATION -  P 424
 MM0309  PID         -  MM0309
 MM0309  STATE/COUNTY-  NE/LINCOLN
 MM0309  USGS QUAD   -  HERSHEY EAST (1970)
 MM0309
 MM0309                         *CURRENT SURVEY CONTROL
 MM0309  ___________________________________________________________________
 MM0309* NAD 83(1986)-  41 09 43.     (N)    100 53 16.     (W)     SCALED    
 MM0309* NAVD 88     -       870.245  (meters)    2855.13   (feet)  ADJUSTED  
 MM0309  ___________________________________________________________________
 MM0309  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 MM0309  DYNAMIC HT  -         869.727 (meters)    2853.43  (feet)  COMP
 MM0309  MODELED GRAV-     979,999.0   (mgal)                       NAVD 88
 MM0309
 MM0309  VERT ORDER  -  FIRST     CLASS II
 MM0309
 MM0309.The horizontal coordinates were scaled from a topographic map and have
 MM0309.an estimated accuracy of +/- 6 seconds.
 MM0309
 MM0309.The orthometric height was determined by differential leveling
 MM0309.and adjusted by the National Geodetic Survey in June 1991..
 MM0309
 MM0309.The geoid height was determined by GEOID03.
 MM0309
 MM0309.The dynamic height is computed by dividing the NAVD 88
 MM0309.geopotential number by the normal gravity value computed on the
 MM0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0309.degrees latitude (g = 980.6199 gals.).
 MM0309
 MM0309.The modeled gravity was interpolated from observed gravity values.
 MM0309
 MM0309;                    North         East    Units  Estimated Accuracy
 MM0309;SPC NE       -   147,890.      425,520.      MT  (+/- 180 meters Scaled)
 MM0309
 MM0309                          SUPERSEDED SURVEY CONTROL
 MM0309
 MM0309  NGVD 29 (02/14/92)  869.870  (m)         2853.90   (f) ADJUSTED    1 2
 MM0309
 MM0309.Superseded values are not recommended for survey control.
 MM0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0309.See file dsdata.txt to determine how the superseded data were derived.
 MM0309
 MM0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL416584(NAD 83)
 MM0309_MARKER: I = METAL ROD
 MM0309_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0309_SP_SET: STAINLESS STEEL ROD
 MM0309_STAMPING: P 424 1986
 MM0309_MARK LOGO: NGS   
 MM0309_PROJECTION: FLUSH
 MM0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0309_ROD/PIPE-DEPTH: 13.4 meters
 MM0309
 MM0309  HISTORY     - Date     Condition        Report By
 MM0309  HISTORY     - 1986     MONUMENTED       NGS
 MM0309
 MM0309                          STATION DESCRIPTION
 MM0309
 MM0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0309'9.3 KM (5.8 MI) EAST FROM HERSHEY.
 MM0309'9.26 KM (5.78 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0309'ROUTE 56 C AT HERSHEY, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A
 MM0309'PAVED ROAD, 0.36 KM (0.23 MI) EAST OF MILEPOST 170, 40.5 METERS (133
 MM0309'FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.5 METERS (41 FT)
 MM0309'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A FENCE AROUND A
 MM0309'SUB-STATION, 12.5 METERS (41 FT) NORTH OF THE CENTER OF A DRIVEWAY
 MM0309'LEADING TO THE SUB-STATION, 10.0 METERS (33 FT) WEST OF THE CENTER OF
 MM0309'A PAVED ROAD AND 0.7 METER (2.5 FT) NORTH OF THE EAST 1 OF 2 POWER
 MM0309'POLES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0309'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0309'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0986 ***********************************************************************
 LH0986  DESIGNATION -  P 425
 LH0986  PID         -  LH0986
 LH0986  STATE/COUNTY-  NE/GOSPER
 LH0986  USGS QUAD   -  JOHNSON LAKE (1983)
 LH0986
 LH0986                         *CURRENT SURVEY CONTROL
 LH0986  ___________________________________________________________________
 LH0986* NAD 83(1986)-  40 41 05.     (N)    099 48 43.     (W)     SCALED    
 LH0986* NAVD 88     -       790.629  (meters)    2593.92   (feet)  ADJUSTED  
 LH0986  ___________________________________________________________________
 LH0986  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 LH0986  DYNAMIC HT  -         790.148 (meters)    2592.34  (feet)  COMP
 LH0986  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 LH0986
 LH0986  VERT ORDER  -  FIRST     CLASS II
 LH0986
 LH0986.The horizontal coordinates were scaled from a topographic map and have
 LH0986.an estimated accuracy of +/- 6 seconds.
 LH0986
 LH0986.The orthometric height was determined by differential leveling
 LH0986.and adjusted by the National Geodetic Survey in June 1991..
 LH0986
 LH0986.The geoid height was determined by GEOID03.
 LH0986
 LH0986.The dynamic height is computed by dividing the NAVD 88
 LH0986.geopotential number by the normal gravity value computed on the
 LH0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0986.degrees latitude (g = 980.6199 gals.).
 LH0986
 LH0986.The modeled gravity was interpolated from observed gravity values.
 LH0986
 LH0986;                    North         East    Units  Estimated Accuracy
 LH0986;SPC NE       -    94,550.      515,890.      MT  (+/- 180 meters Scaled)
 LH0986
 LH0986                          SUPERSEDED SURVEY CONTROL
 LH0986
 LH0986  NGVD 29 (02/14/92)  790.341  (m)         2592.98   (f) ADJUSTED    1 2
 LH0986
 LH0986.Superseded values are not recommended for survey control.
 LH0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0986.See file dsdata.txt to determine how the superseded data were derived.
 LH0986
 LH0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML313040(NAD 83)
 LH0986_MARKER: I = METAL ROD
 LH0986_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0986_SP_SET: STAINLESS STEEL ROD
 LH0986_STAMPING: P 425 1986
 LH0986_MARK LOGO: NGS   
 LH0986_PROJECTION: FLUSH
 LH0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0986_ROD/PIPE-DEPTH: 14.6 meters
 LH0986
 LH0986  HISTORY     - Date     Condition        Report By
 LH0986  HISTORY     - 1986     MONUMENTED       NGS
 LH0986
 LH0986                          STATION DESCRIPTION
 LH0986
 LH0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0986'13.0 KM (8.1 MI) NORTH FROM ELWOOD.
 LH0986'12.98 KM (8.11 MI) NORTH ALONG US HIGHWAY 283 FROM THE COUNTY
 LH0986'COURTHOUSE AT ELWOOD, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A
 LH0986'FIELD ENTRANCE ROAD, 0.12 KM (0.08 MI) EAST OF THE T JUNCTION OF A
 LH0986'DIRT ROAD, 1.0 KM (0.06 MI) WEST OF MILEPOST 49, 33.2 METERS (109 FT)
 LH0986'NORTH OF THE HIGHWAY CENTERLINE, 9.4 METERS (31 FT) EAST OF THE CENTER
 LH0986'OF THE ROAD, 6.2 METERS (20.5 FT) EAST OF THE EAST END OF A GATE, 1.0
 LH0986'METER (3.5 FT) EAST OF A POWER POLE AND 0.1 METER (0.3 FT) SOUTH OF A
 LH0986'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0986'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LH0986'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0357 ***********************************************************************
 LJ0357  DESIGNATION -  P 426
 LJ0357  PID         -  LJ0357
 LJ0357  STATE/COUNTY-  NE/LINCOLN
 LJ0357  USGS QUAD   -  JEFFREY RESERVOIR NE (1970)
 LJ0357
 LJ0357                         *CURRENT SURVEY CONTROL
 LJ0357  ___________________________________________________________________
 LJ0357* NAD 83(1986)-  40 59 15.     (N)    100 17 59.     (W)     SCALED    
 LJ0357* NAVD 88     -       801.687  (meters)    2630.20   (feet)  ADJUSTED  
 LJ0357  ___________________________________________________________________
 LJ0357  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 LJ0357  DYNAMIC HT  -         801.212 (meters)    2628.64  (feet)  COMP
 LJ0357  MODELED GRAV-     980,004.8   (mgal)                       NAVD 88
 LJ0357
 LJ0357  VERT ORDER  -  FIRST     CLASS II
 LJ0357
 LJ0357.The horizontal coordinates were scaled from a topographic map and have
 LJ0357.an estimated accuracy of +/- 6 seconds.
 LJ0357
 LJ0357.The orthometric height was determined by differential leveling
 LJ0357.and adjusted by the National Geodetic Survey in June 1991..
 LJ0357
 LJ0357.The geoid height was determined by GEOID03.
 LJ0357
 LJ0357.The dynamic height is computed by dividing the NAVD 88
 LJ0357.geopotential number by the normal gravity value computed on the
 LJ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0357.degrees latitude (g = 980.6199 gals.).
 LJ0357
 LJ0357.The modeled gravity was interpolated from observed gravity values.
 LJ0357
 LJ0357;                    North         East    Units  Estimated Accuracy
 LJ0357;SPC NE       -   128,190.      474,790.      MT  (+/- 180 meters Scaled)
 LJ0357
 LJ0357                          SUPERSEDED SURVEY CONTROL
 LJ0357
 LJ0357  NGVD 29 (02/14/92)  801.365  (m)         2629.14   (f) ADJUSTED    1 2
 LJ0357
 LJ0357.Superseded values are not recommended for survey control.
 LJ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0357.See file dsdata.txt to determine how the superseded data were derived.
 LJ0357
 LJ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL906381(NAD 83)
 LJ0357_MARKER: I = METAL ROD
 LJ0357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0357_SP_SET: STAINLESS STEEL ROD
 LJ0357_STAMPING: P 426 1986
 LJ0357_MARK LOGO: NGS   
 LJ0357_PROJECTION: FLUSH
 LJ0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0357_ROD/PIPE-DEPTH: 12.2 meters
 LJ0357
 LJ0357  HISTORY     - Date     Condition        Report By
 LJ0357  HISTORY     - 1986     MONUMENTED       NGS
 LJ0357
 LJ0357                          STATION DESCRIPTION
 LJ0357
 LJ0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0357'7.5 KM (4.65 MI) SE FROM BRADY.
 LJ0357'0.35 KM (0.2 MI) SOUTHWEST ALONG MARKET STREET FROM THE PUBLIC SCHOOL
 LJ0357'AT BRADY, THENCE 7.15 KM (4.45 MI) SOUTHEAST ALONG US HIGHWAY 30, 40.5
 LJ0357'METERS (133 FT) NORTHEAST ACROSS THE HIGHWAY FROM MILEPOST 205, 19.9
 LJ0357'METERS (65.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 7.9 METERS (26
 LJ0357'FT) WEST OF THE EXTENDED CENTER OF A ROAD LEADING SOUTH, 0.5 METER
 LJ0357'(1.5 FT) SOUTH OF A CONCRETE RIGHT OF WAY MARKER AND 0.3 METER (1 FT)
 LJ0357'SOUTHWEST OF A FENCE T JUNCTION.  NOTE--ACCESS TO DATUM POINT IS HAD
 LJ0357'THROUGH A 5-INCH LOGO CAP.
 LJ0357'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LJ0357'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2131 ***********************************************************************
 MK2131  DESIGNATION -  P 428
 MK2131  PID         -  MK2131
 MK2131  STATE/COUNTY-  NE/DOUGLAS
 MK2131  USGS QUAD   -  RALSTON (1984)
 MK2131
 MK2131                         *CURRENT SURVEY CONTROL
 MK2131  ___________________________________________________________________
 MK2131* NAD 83(1986)-  41 13 16.     (N)    096 06 03.     (W)     SCALED    
 MK2131* NAVD 88     -       352.179  (meters)    1155.44   (feet)  ADJUSTED  
 MK2131  ___________________________________________________________________
 MK2131  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 MK2131  DYNAMIC HT  -         352.031 (meters)    1154.95  (feet)  COMP
 MK2131  MODELED GRAV-     980,192.4   (mgal)                       NAVD 88
 MK2131
 MK2131  VERT ORDER  -  FIRST     CLASS II
 MK2131
 MK2131.The horizontal coordinates were scaled from a topographic map and have
 MK2131.an estimated accuracy of +/- 6 seconds.
 MK2131
 MK2131.The orthometric height was determined by differential leveling
 MK2131.and adjusted by the National Geodetic Survey in June 1991..
 MK2131
 MK2131.The geoid height was determined by GEOID03.
 MK2131
 MK2131.The dynamic height is computed by dividing the NAVD 88
 MK2131.geopotential number by the normal gravity value computed on the
 MK2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2131.degrees latitude (g = 980.6199 gals.).
 MK2131
 MK2131.The modeled gravity was interpolated from observed gravity values.
 MK2131
 MK2131;                    North         East    Units  Estimated Accuracy
 MK2131;SPC NE       -   161,450.      826,740.      MT  (+/- 180 meters Scaled)
 MK2131
 MK2131                          SUPERSEDED SURVEY CONTROL
 MK2131
 MK2131.No superseded survey control is available for this station.
 MK2131
 MK2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL430673(NAD 83)
 MK2131_MARKER: DV = VERTICAL CONTROL DISK
 MK2131_SETTING: 39 = SET IN A TUNNEL
 MK2131_SP_SET: TUNNEL
 MK2131_STAMPING: P 428 1989
 MK2131_MARK LOGO: NGS   
 MK2131_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2131+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1992
 MK2131
 MK2131  HISTORY     - Date     Condition        Report By
 MK2131  HISTORY     - 1989     MONUMENTED       NGS
 MK2131  HISTORY     - 19920518 GOOD             NGS
 MK2131
 MK2131                          STATION DESCRIPTION
 MK2131
 MK2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2131'IN OMAHA, AT THE INTERSECTION OF 120TH STREET AND THE UNION PACIFIC
 MK2131'RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) EAST OF THE WEST END OF THE
 MK2131'SOUTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE STREET, 4.7 M
 MK2131'(15.4 FT) SOUTH OF THE NEAR RAIL, 3.5 M (11.5 FT) WEST OF THE
 MK2131'CENTERLINE OF THE STREET, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 MK2131'TRACK.
 MK2131
 MK2131                          STATION RECOVERY (1992)
 MK2131
 MK2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MK2131'RECOVERED IN GOOD CONDITION, HOWEVER, THE TUNNEL IS BEING REPLACED BY
 MK2131'A BRIDGE.  A NEW MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2202 ***********************************************************************
 MK2202  DESIGNATION -  P 428 RESET
 MK2202  PID         -  MK2202
 MK2202  STATE/COUNTY-  NE/DOUGLAS
 MK2202  USGS QUAD   -  RALSTON (1984)
 MK2202
 MK2202                         *CURRENT SURVEY CONTROL
 MK2202  ___________________________________________________________________
 MK2202* NAD 83(1986)-  41 13 16.     (N)    096 06 04.     (W)     SCALED    
 MK2202* NAVD 88     -       353.77   (meters)    1160.7    (feet)  RESET     
 MK2202  ___________________________________________________________________
 MK2202  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 MK2202
 MK2202  VERT ORDER  -  THIRD
 MK2202
 MK2202.The horizontal coordinates were scaled from a topographic map and have
 MK2202.an estimated accuracy of +/- 6 seconds.
 MK2202
 MK2202.The orthometric height was computed from unverified reset data.
 MK2202.No vertical observational check was made to the station.
 MK2202
 MK2202.The geoid height was determined by GEOID03.
 MK2202
 MK2202;                    North         East    Units  Estimated Accuracy
 MK2202;SPC NE       -   161,450.      826,720.      MT  (+/- 180 meters Scaled)
 MK2202
 MK2202                          SUPERSEDED SURVEY CONTROL
 MK2202
 MK2202.No superseded survey control is available for this station.
 MK2202
 MK2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL429673(NAD 83)
 MK2202_MARKER: DV = VERTICAL CONTROL DISK
 MK2202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK2202_SP_SET: BRIDGE
 MK2202_STAMPING: P 428 RESET 1992
 MK2202_MARK LOGO: NGS   
 MK2202_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2202+STABILITY: SURFACE MOTION
 MK2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2202+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MK2202
 MK2202  HISTORY     - Date     Condition        Report By
 MK2202  HISTORY     - 1992     MONUMENTED       NGS
 MK2202
 MK2202                          STATION DESCRIPTION
 MK2202
 MK2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MK2202'IN OMAHA, AT THE INTERSECTION OF 120TH STREET AND THE UNION PACIFIC
 MK2202'RAILROAD, CEMENTED INTO A DRILLED HOLE IN THE EAST END OF THE NORTH
 MK2202'WINGWALL OF THE WEST ABUTMENT OF THE BRIDGE AND DIRECTLY OVER THE
 MK2202'LOAD BEARING PORTION OF THE ABUTMENT.  THE BRIDGE ABUTMENTS AND
 MK2202'WINGWALLS ARE SUPPORTED BY DEEP DRIVEN PILINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1370 ***********************************************************************
 MJ1370  DESIGNATION -  P 429
 MJ1370  PID         -  MJ1370
 MJ1370  STATE/COUNTY-  NE/DOUGLAS
 MJ1370  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1370
 MJ1370                         *CURRENT SURVEY CONTROL
 MJ1370  ___________________________________________________________________
 MJ1370* NAD 83(1986)-  41 15 03.     (N)    095 57 15.     (W)     SCALED    
 MJ1370* NAVD 88     -       357.840  (meters)    1174.01   (feet)  ADJUSTED  
 MJ1370  ___________________________________________________________________
 MJ1370  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 MJ1370  DYNAMIC HT  -         357.689 (meters)    1173.52  (feet)  COMP
 MJ1370  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 MJ1370
 MJ1370  VERT ORDER  -  FIRST     CLASS II
 MJ1370
 MJ1370.The horizontal coordinates were scaled from a topographic map and have
 MJ1370.an estimated accuracy of +/- 6 seconds.
 MJ1370
 MJ1370.The orthometric height was determined by differential leveling
 MJ1370.and adjusted by the National Geodetic Survey in June 1991..
 MJ1370
 MJ1370.The geoid height was determined by GEOID03.
 MJ1370
 MJ1370.The dynamic height is computed by dividing the NAVD 88
 MJ1370.geopotential number by the normal gravity value computed on the
 MJ1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1370.degrees latitude (g = 980.6199 gals.).
 MJ1370
 MJ1370.The modeled gravity was interpolated from observed gravity values.
 MJ1370
 MJ1370;                    North         East    Units  Estimated Accuracy
 MJ1370;SPC NE       -   165,310.      838,870.      MT  (+/- 180 meters Scaled)
 MJ1370
 MJ1370                          SUPERSEDED SURVEY CONTROL
 MJ1370
 MJ1370.No superseded survey control is available for this station.
 MJ1370
 MJ1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF524708(NAD 83)
 MJ1370_MARKER: I = METAL ROD
 MJ1370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1370_SP_SET: STAINLESS STEEL ROD
 MJ1370_STAMPING: P 429 1989
 MJ1370_MARK LOGO: NGS   
 MJ1370_PROJECTION: FLUSH
 MJ1370_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1370_ROD/PIPE-DEPTH: 16.5 meters
 MJ1370
 MJ1370  HISTORY     - Date     Condition        Report By
 MJ1370  HISTORY     - 1989     MONUMENTED       NGS
 MJ1370
 MJ1370                          STATION DESCRIPTION
 MJ1370
 MJ1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1370'IN OMAHA, AT THE INTERSECTION OF MASON AND 29TH STREETS, 24.4 M (80.1
 MJ1370'FT) WEST OF THE WEST CURB OF THE SOUTHBOUND ENTRANCE RAMP LEADING TO
 MJ1370'INTERSTATE HIGHWAY 480, 12.1 M (39.7 FT) NORTH OF THE EXTENDED CENTER
 MJ1370'OF MASON STREET, 10.5 M (34.4 FT) NORTH OF A FENCE CORNER, 8.2 M
 MJ1370'(26.9 FT) EAST OF THE CENTER OF 29TH STREET, 0.4 M (1.3 FT) EAST OF A
 MJ1370'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF 29TH
 MJ1370'STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MJ1370'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0532 ***********************************************************************
 NO0532  DESIGNATION -  P 431
 NO0532  PID         -  NO0532
 NO0532  STATE/COUNTY-  NE/CHERRY
 NO0532  USGS QUAD   -  ELL LAKE (1985)
 NO0532
 NO0532                         *CURRENT SURVEY CONTROL
 NO0532  ___________________________________________________________________
 NO0532* NAD 83(1986)-  42 39 09.     (N)    100 37 00.     (W)     SCALED    
 NO0532* NAVD 88     -       875.063  (meters)    2870.94   (feet)  ADJUSTED  
 NO0532  ___________________________________________________________________
 NO0532  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 NO0532  DYNAMIC HT  -         874.671 (meters)    2869.65  (feet)  COMP
 NO0532  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 NO0532
 NO0532  VERT ORDER  -  FIRST     CLASS II
 NO0532
 NO0532.The horizontal coordinates were scaled from a topographic map and have
 NO0532.an estimated accuracy of +/- 6 seconds.
 NO0532
 NO0532.The orthometric height was determined by differential leveling
 NO0532.and adjusted by the National Geodetic Survey in June 1994..
 NO0532
 NO0532.The geoid height was determined by GEOID03.
 NO0532
 NO0532.The dynamic height is computed by dividing the NAVD 88
 NO0532.geopotential number by the normal gravity value computed on the
 NO0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0532.degrees latitude (g = 980.6199 gals.).
 NO0532
 NO0532.The modeled gravity was interpolated from observed gravity values.
 NO0532
 NO0532;                    North         East    Units  Estimated Accuracy
 NO0532;SPC NE       -   313,200.      449,440.      MT  (+/- 180 meters Scaled)
 NO0532
 NO0532                          SUPERSEDED SURVEY CONTROL
 NO0532
 NO0532  NGVD 29 (02/14/92)  874.759  (m)         2869.94   (f) ADJUSTED    1 2
 NO0532
 NO0532.Superseded values are not recommended for survey control.
 NO0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0532.See file dsdata.txt to determine how the superseded data were derived.
 NO0532
 NO0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN674234(NAD 83)
 NO0532_MARKER: I = METAL ROD
 NO0532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0532_SP_SET: STAINLESS STEEL ROD
 NO0532_STAMPING: P 431 1991
 NO0532_MARK LOGO: NGS   
 NO0532_PROJECTION: FLUSH
 NO0532_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0532+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0532_ROD/PIPE-DEPTH: 12.1 meters
 NO0532
 NO0532  HISTORY     - Date     Condition        Report By
 NO0532  HISTORY     - 1991     MONUMENTED       NGS
 NO0532
 NO0532                          STATION DESCRIPTION
 NO0532
 NO0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0532'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0532'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 6.6 KM (4.10 MI) WESTERLY
 NO0532'ALONG STATE HIGHWAY SPUR 16B, ON THE EXTENDED CENTER OF THE ALKALI
 NO0532'FISH CAMP ENTRANCE ROAD, 13.9 M (45.6 FT) NORTH OF THE HIGHWAY
 NO0532'CENTERLINE, 8.0 M (26.2 FT) WEST OF THE CENTER OF A FIELD ENTRANCE,
 NO0532'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 NO0532'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 NO0532'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0566 ***********************************************************************
 NO0566  CBN         -  This is a Cooperative Base Network Control Station.
 NO0566  DESIGNATION -  P 432
 NO0566  PID         -  NO0566
 NO0566  STATE/COUNTY-  NE/CHERRY
 NO0566  USGS QUAD   -  MULLEN NE (1987)
 NO0566
 NO0566                         *CURRENT SURVEY CONTROL
 NO0566  ___________________________________________________________________
 NO0566* NAD 83(1995)-  42 08 55.96018(N)    101 02 04.89280(W)     ADJUSTED  
 NO0566* NAVD 88     -      1000.039  (meters)    3280.96   (feet)  ADJUSTED  
 NO0566  ___________________________________________________________________
 NO0566  X           -    -906,609.452 (meters)                     COMP
 NO0566  Y           -  -4,649,070.428 (meters)                     COMP
 NO0566  Z           -   4,258,535.737 (meters)                     COMP
 NO0566  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 NO0566  ELLIP HEIGHT-         979.39  (meters)          (09/24/01) GPS OBS
 NO0566  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 NO0566  DYNAMIC HT  -         999.516 (meters)    3279.25  (feet)  COMP
 NO0566  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 NO0566
 NO0566  HORZ ORDER  -  B
 NO0566  VERT ORDER  -  FIRST     CLASS II
 NO0566  ELLP ORDER  -  FOURTH    CLASS I
 NO0566
 NO0566.The horizontal coordinates were established by GPS observations
 NO0566.and adjusted by the National Geodetic Survey in June 1996..
 NO0566
 NO0566.The orthometric height was determined by differential leveling
 NO0566.and adjusted by the National Geodetic Survey in June 1994..
 NO0566
 NO0566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0566
 NO0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0566
 NO0566.The ellipsoidal height was determined by GPS observations
 NO0566.and is referenced to NAD 83.
 NO0566
 NO0566.The geoid height was determined by GEOID03.
 NO0566
 NO0566.The dynamic height is computed by dividing the NAVD 88
 NO0566.geopotential number by the normal gravity value computed on the
 NO0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0566.degrees latitude (g = 980.6199 gals.).
 NO0566
 NO0566.The modeled gravity was interpolated from observed gravity values.
 NO0566
 NO0566;                    North         East     Units Scale Factor Converg.
 NO0566;SPC NE       -   257,601.339   414,500.911   MT  0.99972152   -0 41 08.5
 NO0566;UTM  14      - 4,668,309.813   331,881.390   MT  0.99994778   -1 21 56.6
 NO0566
 NO0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0566!SPC NE       -   0.99984642  x   0.99972152  =   0.99956798
 NO0566!UTM  14      -   0.99984642  x   0.99994778  =   0.99979421
 NO0566
 NO0566                          SUPERSEDED SURVEY CONTROL
 NO0566
 NO0566  ELLIP H (06/25/96)  979.42   (m)                       GP(       ) 1 1
 NO0566  NAVD 88 (06/25/96) 1000.04   (m)         3281.0    (f) LEVELING    3  
 NO0566  NGVD 29 (02/14/92)  999.721  (m)         3279.92   (f) ADJUSTED    1 2
 NO0566
 NO0566.Superseded values are not recommended for survey control.
 NO0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0566.See file dsdata.txt to determine how the superseded data were derived.
 NO0566
 NO0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3188168310(NAD 83)
 NO0566_MARKER: I = METAL ROD
 NO0566_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0566_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0566_STAMPING: P 432 1991
 NO0566_MARK LOGO: NGS   
 NO0566_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0566+STABILITY: POSITION/ELEVATION WELL
 NO0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0566+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1995
 NO0566_ROD/PIPE-DEPTH: 13.3 meters
 NO0566_SLEEVE-DEPTH  : 7.9 meters
 NO0566
 NO0566  HISTORY     - Date     Condition        Report By
 NO0566  HISTORY     - 1991     MONUMENTED       NGS
 NO0566  HISTORY     - 19950519 GOOD             NGS
 NO0566
 NO0566                          STATION DESCRIPTION
 NO0566
 NO0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0566'12.2 KM (7.60 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0566'OF STATE HIGHWAY 2 IN MULLEN, 94.5 M (310.0 FT) NORTHEAST OF THE
 NO0566'NORTHEAST CORNER OF THE CHERRY COUNTY HIGHWAY MAINTENANCE GARAGE,
 NO0566'43.1 M (141.4 FT) NORTH OF THE CENTER OF AN ENTRANCE ROAD TO THE
 NO0566'STATE YARD, 33.4 M (109.6 FT) WEST OF THE HIGHWAY CENTERLINE, 21.6 M
 NO0566'(70.9 FT) WEST OF A T-FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 NO0566'THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE.
 NO0566'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NO0566
 NO0566                          STATION RECOVERY (1995)
 NO0566
 NO0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0566'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF MULLEN, 4.15 MI
 NO0566'(6.68 KM) NORTH OF THE CHERRY/HOOKER COUNTY LINE, AT THE NORTHEAST
 NO0566'CORNER OF A CHERRY COUNTY MAINTENANCE GARAGE, ON COUNTY PROPERTY AND
 NO0566'NEAR THE SOUTH 1/4 CORNER OF SEC10, T25N, R32W, JUST WEST OF STATE
 NO0566'HIGHWAY 97.  TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 2
 NO0566'AND 97 AT MULLEN, GO NORTH ON HIGHWAY 97 FOR 3.45 MI (5.55 KM) TO THE
 NO0566'CHERRY COUNTY LINE.  CONTINUE NORTH ON THE HIGHWAY FOR 4.15 MI (6.68
 NO0566'KM) TO THE COUNTY GARAGE AND THE MARK ON THE LEFT.  THE MARK IS A
 NO0566'SLEEVED STAINLESS STEEL ROD SET WITHIN A 5-INCH PVC PIPE WITH A LOGO
 NO0566'CAP THAT IS FLUSH WITH THE GROUND.  IT IS 94.5 M (310.0 FT) NORTHEAST
 NO0566'OF THE NORTHEAST CORNER OF THE GARAGE BUILDING, 43.1 M (141.4 FT)
 NO0566'NORTH OF THE ENTRANCE ROAD TO THE GARAGE, 33.4 M (109.6 FT) WEST OF
 NO0566'THE CENTERLINE OF THE HIGHWAY, 21.6 M (70.9 FT) WEST OF A T-FENCE
 NO0566'CORNER, 3.0 FT (0.9 M) NORTHWEST OF A WITNESS POST, 3.0 FT (0.9 M)
 NO0566'NORTHEAST OF A WITNESS POST, 0.5 M (1.6 FT) SOUTH OF A FENCE AND A
 NO0566'WITNESS POST AND IS ABOUT 3.0 FT (0.9 M) LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0521 ***********************************************************************
 MM0521  DESIGNATION -  P 433
 MM0521  PID         -  MM0521
 MM0521  STATE/COUNTY-  NE/HOOKER
 MM0521  USGS QUAD   -  DISMAL RIVER RANCH (1985)
 MM0521
 MM0521                         *CURRENT SURVEY CONTROL
 MM0521  ___________________________________________________________________
 MM0521* NAD 83(1986)-  41 52 07.     (N)    101 02 57.     (W)     SCALED    
 MM0521* NAVD 88     -       998.357  (meters)    3275.44   (feet)  ADJUSTED  
 MM0521  ___________________________________________________________________
 MM0521  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 MM0521  DYNAMIC HT  -         997.823 (meters)    3273.69  (feet)  COMP
 MM0521  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 MM0521
 MM0521  VERT ORDER  -  FIRST     CLASS II
 MM0521
 MM0521.The horizontal coordinates were scaled from a topographic map and have
 MM0521.an estimated accuracy of +/- 6 seconds.
 MM0521
 MM0521.The orthometric height was determined by differential leveling
 MM0521.and adjusted by the National Geodetic Survey in June 1994..
 MM0521
 MM0521.The geoid height was determined by GEOID03.
 MM0521
 MM0521.The dynamic height is computed by dividing the NAVD 88
 MM0521.geopotential number by the normal gravity value computed on the
 MM0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0521.degrees latitude (g = 980.6199 gals.).
 MM0521
 MM0521.The modeled gravity was interpolated from observed gravity values.
 MM0521
 MM0521;                    North         East    Units  Estimated Accuracy
 MM0521;SPC NE       -   226,500.      412,930.      MT  (+/- 180 meters Scaled)
 MM0521
 MM0521                          SUPERSEDED SURVEY CONTROL
 MM0521
 MM0521  NGVD 29 (02/14/92)  998.040  (m)         3274.40   (f) ADJUSTED    1 2
 MM0521
 MM0521.Superseded values are not recommended for survey control.
 MM0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0521.See file dsdata.txt to determine how the superseded data were derived.
 MM0521
 MM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM299372(NAD 83)
 MM0521_MARKER: I = METAL ROD
 MM0521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0521_SP_SET: STAINLESS STEEL ROD
 MM0521_STAMPING: P 433 1991
 MM0521_MARK LOGO: NGS   
 MM0521_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0521_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0521+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0521_ROD/PIPE-DEPTH: 15.8 meters
 MM0521
 MM0521  HISTORY     - Date     Condition        Report By
 MM0521  HISTORY     - 1991     MONUMENTED       NGS
 MM0521
 MM0521                          STATION DESCRIPTION
 MM0521
 MM0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0521'19.8 KM (12.30 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 MM0521'OF STATE HIGHWAY 2 IN MULLEN, 48.0 M (157.5 FT) SOUTHWEST OF THE
 MM0521'HIGHWAY CENTERLINE, 8.3 M (27.2 FT) SOUTHEAST OF THE CENTER OF A
 MM0521'CATTLE GUARD AND MUNN HEREFORD RANCH ENTRANCE ROAD, 2.0 M (6.6 FT)
 MM0521'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A
 MM0521'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MM0521'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0547 ***********************************************************************
 MM0547  DESIGNATION -  P 434
 MM0547  PID         -  MM0547
 MM0547  STATE/COUNTY-  NE/LINCOLN
 MM0547  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0547
 MM0547                         *CURRENT SURVEY CONTROL
 MM0547  ___________________________________________________________________
 MM0547* NAD 83(1986)-  41 13 02.     (N)    100 47 31.     (W)     SCALED    
 MM0547* NAVD 88     -       885.748  (meters)    2905.99   (feet)  ADJUSTED  
 MM0547  ___________________________________________________________________
 MM0547  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 MM0547  DYNAMIC HT  -         885.231 (meters)    2904.30  (feet)  COMP
 MM0547  MODELED GRAV-     980,010.2   (mgal)                       NAVD 88
 MM0547
 MM0547  VERT ORDER  -  FIRST     CLASS II
 MM0547
 MM0547.The horizontal coordinates were scaled from a topographic map and have
 MM0547.an estimated accuracy of +/- 6 seconds.
 MM0547
 MM0547.The orthometric height was determined by differential leveling
 MM0547.and adjusted by the National Geodetic Survey in June 1994..
 MM0547
 MM0547.The geoid height was determined by GEOID03.
 MM0547
 MM0547.The dynamic height is computed by dividing the NAVD 88
 MM0547.geopotential number by the normal gravity value computed on the
 MM0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0547.degrees latitude (g = 980.6199 gals.).
 MM0547
 MM0547.The modeled gravity was interpolated from observed gravity values.
 MM0547
 MM0547;                    North         East    Units  Estimated Accuracy
 MM0547;SPC NE       -   153,950.      433,610.      MT  (+/- 180 meters Scaled)
 MM0547
 MM0547                          SUPERSEDED SURVEY CONTROL
 MM0547
 MM0547  NGVD 29 (02/14/92)  885.396  (m)         2904.84   (f) ADJUSTED    1 2
 MM0547
 MM0547.Superseded values are not recommended for survey control.
 MM0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0547.See file dsdata.txt to determine how the superseded data were derived.
 MM0547
 MM0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL497644(NAD 83)
 MM0547_MARKER: I = METAL ROD
 MM0547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0547_SP_SET: STAINLESS STEEL ROD
 MM0547_STAMPING: P 434 1991
 MM0547_MARK LOGO: NGS   
 MM0547_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0547_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0547+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0547_ROD/PIPE-DEPTH: 15.8 meters
 MM0547
 MM0547  HISTORY     - Date     Condition        Report By
 MM0547  HISTORY     - 1991     MONUMENTED       NGS
 MM0547
 MM0547                          STATION DESCRIPTION
 MM0547
 MM0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0547'1.8 KM (1.10 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0547'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0547'0.5 KM (0.30 MI) WESTERLY ALONG A PAVED ROAD, THENCE 3.2 KM (2.00 MI)
 MM0547'NORTHERLY ALONG WASHBOARD ROAD, THENCE 2.5 KM (1.55 MI) WESTERLY
 MM0547'ALONG A GRAVELED ROAD, THENCE 2.6 KM (1.60 MI) NORTHERLY ALONG A
 MM0547'GRAVELED ROAD, ON THE EXTENDED CENTER OF A GRAVELED ROAD LEADING
 MM0547'WEST, 10.5 M (34.4 FT) EAST OF THE ROAD CENTER, 10.4 M (34.1 FT)
 MM0547'NORTH OF AN UNDERGROUND CABLE JUNCTION BOX, 0.6 M (2.0 FT) ABOVE THE
 MM0547'LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 MM0547'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1449 ***********************************************************************
 LH1449  DESIGNATION -  P 435
 LH1449  PID         -  LH1449
 LH1449  STATE/COUNTY-  NE/BUFFALO
 LH1449  USGS QUAD   -  NEWARK (1993)
 LH1449
 LH1449                         *CURRENT SURVEY CONTROL
 LH1449  ___________________________________________________________________
 LH1449* NAD 83(1986)-  40 43 29.     (N)    098 57 02.     (W)     SCALED    
 LH1449* NAVD 88     -       639.531  (meters)    2098.19   (feet)  ADJUSTED  
 LH1449  ___________________________________________________________________
 LH1449  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 LH1449  DYNAMIC HT  -         639.172 (meters)    2097.02  (feet)  COMP
 LH1449  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 LH1449
 LH1449  VERT ORDER  -  FIRST     CLASS II
 LH1449
 LH1449.The horizontal coordinates were scaled from a topographic map and have
 LH1449.an estimated accuracy of +/- 6 seconds.
 LH1449
 LH1449.The orthometric height was determined by differential leveling
 LH1449.and adjusted by the National Geodetic Survey in May 1993..
 LH1449
 LH1449.The geoid height was determined by GEOID03.
 LH1449
 LH1449.The dynamic height is computed by dividing the NAVD 88
 LH1449.geopotential number by the normal gravity value computed on the
 LH1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1449.degrees latitude (g = 980.6199 gals.).
 LH1449
 LH1449.The modeled gravity was interpolated from observed gravity values.
 LH1449
 LH1449;                    North         East    Units  Estimated Accuracy
 LH1449;SPC NE       -    99,510.      588,640.      MT  (+/- 180 meters Scaled)
 LH1449
 LH1449                          SUPERSEDED SURVEY CONTROL
 LH1449
 LH1449  NGVD 29 (02/14/92)  639.271  (m)         2097.34   (f) ADJUSTED    1 2
 LH1449
 LH1449.Superseded values are not recommended for survey control.
 LH1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1449.See file dsdata.txt to determine how the superseded data were derived.
 LH1449
 LH1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL041082(NAD 83)
 LH1449_MARKER: I = METAL ROD
 LH1449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1449_SP_SET: STAINLESS STEEL ROD
 LH1449_STAMPING: P 435 1991
 LH1449_MARK LOGO: NGS   
 LH1449_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1449_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1449+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1449_ROD/PIPE-DEPTH: 25.2 meters
 LH1449
 LH1449  HISTORY     - Date     Condition        Report By
 LH1449  HISTORY     - 1991     MONUMENTED       NGS
 LH1449
 LH1449                          STATION DESCRIPTION
 LH1449
 LH1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1449'11.7 KM (7.25 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1449'OF STATE HIGHWAY 44 IN KEARNEY, 24.9 M (81.7 FT) WEST OF THE
 LH1449'CENTERLINE OF STATE HIGHWAY 10, 23.5 M (77.1 FT) SOUTH OF THE
 LH1449'CENTERLINE OF THE HIGHWAY, 14.5 M (47.6 FT) NORTH OF THE NEAR RAIL OF
 LH1449'THE UNION PACIFIC RAILROAD, 1.9 M (6.2 FT) WEST-SOUTHWEST OF A
 LH1449'UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5
 LH1449'M (1.6 FT) EAST-NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 LH1449'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1492 ***********************************************************************
 LH1492  DESIGNATION -  P 436
 LH1492  PID         -  LH1492
 LH1492  STATE/COUNTY-  NE/ADAMS
 LH1492  USGS QUAD   -  HASTINGS EAST (1983)
 LH1492
 LH1492                         *CURRENT SURVEY CONTROL
 LH1492  ___________________________________________________________________
 LH1492* NAD 83(1986)-  40 34 56.     (N)    098 19 33.     (W)     SCALED    
 LH1492* NAVD 88     -       578.820  (meters)    1899.01   (feet)  ADJUSTED  
 LH1492  ___________________________________________________________________
 LH1492  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 LH1492  DYNAMIC HT  -         578.500 (meters)    1897.96  (feet)  COMP
 LH1492  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 LH1492
 LH1492  VERT ORDER  -  FIRST     CLASS II
 LH1492
 LH1492.The horizontal coordinates were scaled from a topographic map and have
 LH1492.an estimated accuracy of +/- 6 seconds.
 LH1492
 LH1492.The orthometric height was determined by differential leveling
 LH1492.and adjusted by the National Geodetic Survey in May 1993..
 LH1492
 LH1492.The geoid height was determined by GEOID03.
 LH1492
 LH1492.The dynamic height is computed by dividing the NAVD 88
 LH1492.geopotential number by the normal gravity value computed on the
 LH1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1492.degrees latitude (g = 980.6199 gals.).
 LH1492
 LH1492.The modeled gravity was interpolated from observed gravity values.
 LH1492
 LH1492;                    North         East    Units  Estimated Accuracy
 LH1492;SPC NE       -    84,520.      641,700.      MT  (+/- 180 meters Scaled)
 LH1492
 LH1492                          SUPERSEDED SURVEY CONTROL
 LH1492
 LH1492.No superseded survey control is available for this station.
 LH1492
 LH1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK570926(NAD 83)
 LH1492_MARKER: I = METAL ROD
 LH1492_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1492_SP_SET: STAINLESS STEEL ROD
 LH1492_STAMPING: P 436 1991
 LH1492_MARK LOGO: NGS   
 LH1492_PROJECTION: PROJECTING 1 CENTIMETERS
 LH1492_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1492+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1492_ROD/PIPE-DEPTH: 9.7  meters
 LH1492
 LH1492  HISTORY     - Date     Condition        Report By
 LH1492  HISTORY     - 1991     MONUMENTED       NGS
 LH1492
 LH1492                          STATION DESCRIPTION
 LH1492
 LH1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1492'7.0 KM (4.35 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LH1492'U.S. HIGHWAY 281 IN HASTINGS, 45.8 M (150.3 FT) SOUTH OF THE HIGHWAY
 LH1492'CENTERLINE, 40.9 M (134.2 FT) EAST OF THE CENTER OF THE NORTHBOUND
 LH1492'LANE OF THE CENTRAL COMMUNITY COLLEGE ENTRANCE ROAD, 1.0 M (3.3 FT)
 LH1492'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A SIGN
 LH1492'(CONTROLLED ACCESS), 0.5 M (1.6 FT) NORTHEAST OF A RIGHT-OF-WAY POST,
 LH1492'AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 LH1492'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1270 ***********************************************************************
 LG1270  DESIGNATION -  P 437
 LG1270  PID         -  LG1270
 LG1270  STATE/COUNTY-  NE/FILLMORE
 LG1270  USGS QUAD   -  GRAFTON (1969)
 LG1270
 LG1270                         *CURRENT SURVEY CONTROL
 LG1270  ___________________________________________________________________
 LG1270* NAD 83(1986)-  40 38 04.     (N)    097 38 01.     (W)     SCALED    
 LG1270* NAVD 88     -       504.524  (meters)    1655.26   (feet)  ADJUSTED  
 LG1270  ___________________________________________________________________
 LG1270  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 LG1270  DYNAMIC HT  -         504.248 (meters)    1654.35  (feet)  COMP
 LG1270  MODELED GRAV-     980,061.9   (mgal)                       NAVD 88
 LG1270
 LG1270  VERT ORDER  -  FIRST     CLASS II
 LG1270
 LG1270.The horizontal coordinates were scaled from a topographic map and have
 LG1270.an estimated accuracy of +/- 6 seconds.
 LG1270
 LG1270.The orthometric height was determined by differential leveling
 LG1270.and adjusted by the National Geodetic Survey in May 1993..
 LG1270
 LG1270.The geoid height was determined by GEOID03.
 LG1270
 LG1270.The dynamic height is computed by dividing the NAVD 88
 LG1270.geopotential number by the normal gravity value computed on the
 LG1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1270.degrees latitude (g = 980.6199 gals.).
 LG1270
 LG1270.The modeled gravity was interpolated from observed gravity values.
 LG1270
 LG1270;                    North         East    Units  Estimated Accuracy
 LG1270;SPC NE       -    91,690.      700,120.      MT  (+/- 180 meters Scaled)
 LG1270
 LG1270                          SUPERSEDED SURVEY CONTROL
 LG1270
 LG1270.No superseded survey control is available for this station.
 LG1270
 LG1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK155990(NAD 83)
 LG1270_MARKER: I = METAL ROD
 LG1270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1270_SP_SET: STAINLESS STEEL ROD
 LG1270_STAMPING: P 437 1991
 LG1270_MARK LOGO: NGS   
 LG1270_PROJECTION: FLUSH
 LG1270_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1270+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1270_ROD/PIPE-DEPTH: 8.0  meters
 LG1270
 LG1270  HISTORY     - Date     Condition        Report By
 LG1270  HISTORY     - 1991     MONUMENTED       NGS
 LG1270
 LG1270                          STATION DESCRIPTION
 LG1270
 LG1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1270'3.2 KM (2.00 MI) WESTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG1270'U.S. HIGHWAY 81 IN FAIRMONT, 70.0 M (229.7 FT) NORTH OF THE
 LG1270'CENTERLINE OF THE HIGHWAY, 28.2 M (92.5 FT) NORTH OF THE NEAR RAIL OF
 LG1270'THE BURLINGTON NORTHERN RAILROAD, 11.0 M (36.1 FT) EAST OF THE CENTER
 LG1270'OF A COUNTY ROAD, 1.2 M (3.9 FT) SOUTH OF A UTILITY POLE, 1.1 M (3.6
 LG1270'FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 LG1270'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1312 ***********************************************************************
 LG1312  DESIGNATION -  P 438
 LG1312  PID         -  LG1312
 LG1312  STATE/COUNTY-  NE/LANCASTER
 LG1312  USGS QUAD   -  ROCA (1972)
 LG1312
 LG1312                         *CURRENT SURVEY CONTROL
 LG1312  ___________________________________________________________________
 LG1312* NAD 83(1986)-  40 41 48.     (N)    096 42 26.     (W)     SCALED    
 LG1312* NAVD 88     -       379.342  (meters)    1244.56   (feet)  ADJUSTED  
 LG1312  ___________________________________________________________________
 LG1312  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG1312  DYNAMIC HT  -         379.179 (meters)    1244.02  (feet)  COMP
 LG1312  MODELED GRAV-     980,181.8   (mgal)                       NAVD 88
 LG1312
 LG1312  VERT ORDER  -  FIRST     CLASS II
 LG1312
 LG1312.The horizontal coordinates were scaled from a topographic map and have
 LG1312.an estimated accuracy of +/- 6 seconds.
 LG1312
 LG1312.The orthometric height was determined by differential leveling
 LG1312.and adjusted by the National Geodetic Survey in May 1993..
 LG1312
 LG1312.The geoid height was determined by GEOID03.
 LG1312
 LG1312.The dynamic height is computed by dividing the NAVD 88
 LG1312.geopotential number by the normal gravity value computed on the
 LG1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1312.degrees latitude (g = 980.6199 gals.).
 LG1312
 LG1312.The modeled gravity was interpolated from observed gravity values.
 LG1312
 LG1312;                    North         East    Units  Estimated Accuracy
 LG1312;SPC NE       -   101,150.      778,170.      MT  (+/- 180 meters Scaled)
 LG1312
 LG1312                          SUPERSEDED SURVEY CONTROL
 LG1312
 LG1312.No superseded survey control is available for this station.
 LG1312
 LG1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL937076(NAD 83)
 LG1312_MARKER: I = METAL ROD
 LG1312_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1312_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1312_STAMPING: P 438 1991
 LG1312_MARK LOGO: NGS   
 LG1312_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1312_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1312+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1312_ROD/PIPE-DEPTH: 8.6  meters
 LG1312_SLEEVE-DEPTH  : 0.9 meters
 LG1312
 LG1312  HISTORY     - Date     Condition        Report By
 LG1312  HISTORY     - 1991     MONUMENTED       NGS
 LG1312
 LG1312                          STATION DESCRIPTION
 LG1312
 LG1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1312'9.2 KM (5.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH STREET)
 LG1312'FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, 22.2 M (72.8 FT)
 LG1312'SOUTH OF THE CENTER OF SALTILLO ROAD, 20.6 M (67.6 FT) WEST OF AND
 LG1312'LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 LG1312'12.4 M (40.7 FT) WEST-SOUTHWEST OF A UTILITY LIGHT POLE, 1.2 M (3.9
 LG1312'FT) NORTH OF A UTILITY POLE AND RIGHT-OF-WAY MARKER, AND 0.3 M (1.0
 LG1312'FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LG1312'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 LG1312'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1339 ***********************************************************************
 LG1339  DESIGNATION -  P 439
 LG1339  PID         -  LG1339
 LG1339  STATE/COUNTY-  NE/OTOE
 LG1339  USGS QUAD   -  UNADILLA (1966)
 LG1339
 LG1339                         *CURRENT SURVEY CONTROL
 LG1339  ___________________________________________________________________
 LG1339* NAD 83(1986)-  40 42 41.     (N)    096 19 22.     (W)     SCALED    
 LG1339* NAVD 88     -       337.242  (meters)    1106.43   (feet)  ADJUSTED  
 LG1339  ___________________________________________________________________
 LG1339  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 LG1339  DYNAMIC HT  -         337.091 (meters)    1105.94  (feet)  COMP
 LG1339  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 LG1339
 LG1339  VERT ORDER  -  FIRST     CLASS II
 LG1339
 LG1339.The horizontal coordinates were scaled from a topographic map and have
 LG1339.an estimated accuracy of +/- 6 seconds.
 LG1339
 LG1339.The orthometric height was determined by differential leveling
 LG1339.and adjusted by the National Geodetic Survey in May 1993..
 LG1339
 LG1339.The geoid height was determined by GEOID03.
 LG1339
 LG1339.The dynamic height is computed by dividing the NAVD 88
 LG1339.geopotential number by the normal gravity value computed on the
 LG1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1339.degrees latitude (g = 980.6199 gals.).
 LG1339
 LG1339.The modeled gravity was interpolated from observed gravity values.
 LG1339
 LG1339;                    North         East    Units  Estimated Accuracy
 LG1339;SPC NE       -   104,090.      810,560.      MT  (+/- 180 meters Scaled)
 LG1339
 LG1339                          SUPERSEDED SURVEY CONTROL
 LG1339
 LG1339.No superseded survey control is available for this station.
 LG1339
 LG1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL261101(NAD 83)
 LG1339_MARKER: DV = VERTICAL CONTROL DISK
 LG1339_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1339_SP_SET: ABUTMENT
 LG1339_STAMPING: P 439 1991
 LG1339_MARK LOGO: NGS   
 LG1339_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1339+STABILITY: POSITION/ELEVATION WELL
 LG1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1339+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1339
 LG1339  HISTORY     - Date     Condition        Report By
 LG1339  HISTORY     - 1991     MONUMENTED       NGS
 LG1339
 LG1339                          STATION DESCRIPTION
 LG1339
 LG1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1339'14.1 KM (8.75 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1339'STATE HIGHWAY 50 IN SYRACUSE, SET VERTICALLY IN THE SOUTH END OF THE
 LG1339'WEST CONCRETE ABUTMENT OF BRIDGE NUMBER 48008 SPANNING HOOPER CREEK,
 LG1339'6.4 M (21.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.1 M (3.6
 LG1339'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT) WEST OF THE
 LG1339'SOUTHEAST CORNER OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1372 ***********************************************************************
 LG1372  DESIGNATION -  P 440
 LG1372  PID         -  LG1372
 LG1372  STATE/COUNTY-  NE/LANCASTER
 LG1372  USGS QUAD   -  LINCOLN (1980)
 LG1372
 LG1372                         *CURRENT SURVEY CONTROL
 LG1372  ___________________________________________________________________
 LG1372* NAD 83(1986)-  40 50 47.     (N)    096 43 13.     (W)     SCALED    
 LG1372* NAVD 88     -       362.304  (meters)    1188.66   (feet)  ADJUSTED  
 LG1372  ___________________________________________________________________
 LG1372  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 LG1372  DYNAMIC HT  -         362.141 (meters)    1188.12  (feet)  COMP
 LG1372  MODELED GRAV-     980,164.3   (mgal)                       NAVD 88
 LG1372
 LG1372  VERT ORDER  -  FIRST     CLASS II
 LG1372
 LG1372.The horizontal coordinates were scaled from a topographic map and have
 LG1372.an estimated accuracy of +/- 6 seconds.
 LG1372
 LG1372.The orthometric height was determined by differential leveling
 LG1372.and adjusted by the National Geodetic Survey in May 1993..
 LG1372
 LG1372.The geoid height was determined by GEOID03.
 LG1372
 LG1372.The dynamic height is computed by dividing the NAVD 88
 LG1372.geopotential number by the normal gravity value computed on the
 LG1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1372.degrees latitude (g = 980.6199 gals.).
 LG1372
 LG1372.The modeled gravity was interpolated from observed gravity values.
 LG1372
 LG1372;                    North         East    Units  Estimated Accuracy
 LG1372;SPC NE       -   117,720.      776,440.      MT  (+/- 180 meters Scaled)
 LG1372
 LG1372                          SUPERSEDED SURVEY CONTROL
 LG1372
 LG1372.No superseded survey control is available for this station.
 LG1372
 LG1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL921242(NAD 83)
 LG1372_MARKER: I = METAL ROD
 LG1372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1372_SP_SET: STAINLESS STEEL ROD
 LG1372_STAMPING: P 440 1992
 LG1372_MARK LOGO: NGS   
 LG1372_PROJECTION: FLUSH
 LG1372_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1372+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1372_ROD/PIPE-DEPTH: 10.4 meters
 LG1372
 LG1372  HISTORY     - Date     Condition        Report By
 LG1372  HISTORY     - 1992     MONUMENTED       NGS
 LG1372  HISTORY     - 20050312 GOOD             GEOCAC
 LG1372
 LG1372                          STATION DESCRIPTION
 LG1372
 LG1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1372'IN LINCOLN, AT 3525 NORTH FIRST STREET, 12.0 M (39.4 FT) SOUTHEAST OF
 LG1372'THE SOUTHEAST CORNER OF THE MOST SOUTHERLY OF 2 GARAGES AT 3525 NORTH
 LG1372'FIRST STREET, 11.8 M (38.7 FT) WEST OF THE STREET CENTERLINE, 2.0 M
 LG1372'(6.6 FT) SOUTHWEST OF A UTILITY POLE, 0.5 M (1.6 FT) NORTH OF A
 LG1372'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 LG1372'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1372
 LG1372                          STATION RECOVERY (2005)
 LG1372
 LG1372'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1372'THE UTILITY POLE IN THE 1992 DESCRIPTION HAS BEEN REMOVED, AND THE
 LG1372'FOLLOWING REFERENCE CAN BE INCLUDED. THE MARK LIES 8.1 M NE OF THE NE
 LG1372'CORNER OF A BRICK APARTMENT BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0587 ***********************************************************************
 NO0587  DESIGNATION -  P 441
 NO0587  PID         -  NO0587
 NO0587  STATE/COUNTY-  NE/CHERRY
 NO0587  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0587
 NO0587                         *CURRENT SURVEY CONTROL
 NO0587  ___________________________________________________________________
 NO0587* NAD 83(1986)-  42 55 31.     (N)    100 34 23.     (W)     SCALED    
 NO0587* NAVD 88     -       814.946  (meters)    2673.70   (feet)  ADJUSTED  
 NO0587  ___________________________________________________________________
 NO0587  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 NO0587  DYNAMIC HT  -         814.623 (meters)    2672.64  (feet)  COMP
 NO0587  MODELED GRAV-     980,196.8   (mgal)                       NAVD 88
 NO0587
 NO0587  VERT ORDER  -  FIRST     CLASS II
 NO0587
 NO0587.The horizontal coordinates were scaled from a topographic map and have
 NO0587.an estimated accuracy of +/- 6 seconds.
 NO0587
 NO0587.The orthometric height was determined by differential leveling
 NO0587.and adjusted by the National Geodetic Survey in June 1994..
 NO0587
 NO0587.The geoid height was determined by GEOID03.
 NO0587
 NO0587.The dynamic height is computed by dividing the NAVD 88
 NO0587.geopotential number by the normal gravity value computed on the
 NO0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0587.degrees latitude (g = 980.6199 gals.).
 NO0587
 NO0587.The modeled gravity was interpolated from observed gravity values.
 NO0587
 NO0587;                    North         East    Units  Estimated Accuracy
 NO0587;SPC NE       -   343,480.      453,220.      MT  (+/- 180 meters Scaled)
 NO0587
 NO0587                          SUPERSEDED SURVEY CONTROL
 NO0587
 NO0587.No superseded survey control is available for this station.
 NO0587
 NO0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN716537(NAD 83)
 NO0587_MARKER: I = METAL ROD
 NO0587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0587_SP_SET: STAINLESS STEEL ROD
 NO0587_STAMPING: P 441 1992
 NO0587_MARK LOGO: NGS   
 NO0587_PROJECTION: FLUSH
 NO0587_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0587+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NO0587_ROD/PIPE-DEPTH: 3.2  meters
 NO0587
 NO0587  HISTORY     - Date     Condition        Report By
 NO0587  HISTORY     - 1992     MONUMENTED       NGS
 NO0587
 NO0587                          STATION DESCRIPTION
 NO0587
 NO0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0587'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0587'IN VALENTINE, 41.2 M (135.2 FT) NORTH-NORTHEAST OF THE NORTH END OF
 NO0587'THE EAST HEADWALL OF A TRIPLE CULVERT, 25.2 M (82.7 FT) EAST OF THE
 NO0587'CENTERLINE OF THE HIGHWAY, 16.4 M (53.8 FT) SOUTH OF THE CENTER OF A
 NO0587'PAVED DRIVEWAY, 12.2 M (40.0 FT) SOUTHEAST OF THE SOUTH END OF A
 NO0587'CULVERT UNDER THE DRIVEWAY, 4.8 M (15.7 FT) NORTH OF AN UNDERGROUND
 NO0587'CABLE JUNCTION BOX, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 NO0587'1.0 M (3.3 FT) SOUTH OF A FENCE CORNER, AND 0.4 M (1.3 FT) WEST OF A
 NO0587'WITNESS POST AND FENCE, NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NO0587'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3462 ***********************************************************************
 AI3462  DESIGNATION -  P 442
 AI3462  PID         -  AI3462
 AI3462  STATE/COUNTY-  NE/RED WILLOW
 AI3462  USGS QUAD   -  MC COOK WEST (1983)
 AI3462
 AI3462                         *CURRENT SURVEY CONTROL
 AI3462  ___________________________________________________________________
 AI3462* NAD 83(1986)-  40 11 44.     (N)    100 38 46.     (W)     SCALED    
 AI3462* NAVD 88     -       761.229  (meters)    2497.47   (feet)  ADJUSTED  
 AI3462  ___________________________________________________________________
 AI3462  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AI3462  DYNAMIC HT  -         760.722 (meters)    2495.80  (feet)  COMP
 AI3462  MODELED GRAV-     979,933.5   (mgal)                       NAVD 88
 AI3462
 AI3462  VERT ORDER  -  SECOND    CLASS I
 AI3462
 AI3462.The horizontal coordinates were scaled from a topographic map and have
 AI3462.an estimated accuracy of +/- 6 seconds.
 AI3462
 AI3462.The orthometric height was determined by differential leveling
 AI3462.and adjusted by the National Geodetic Survey in July 2002..
 AI3462.No vertical observational check was made to the station.
 AI3462
 AI3462.The geoid height was determined by GEOID03.
 AI3462
 AI3462.The dynamic height is computed by dividing the NAVD 88
 AI3462.geopotential number by the normal gravity value computed on the
 AI3462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3462.degrees latitude (g = 980.6199 gals.).
 AI3462
 AI3462.The modeled gravity was interpolated from observed gravity values.
 AI3462
 AI3462;                    North         East    Units  Estimated Accuracy
 AI3462;SPC NE       -    40,430.      444,990.      MT  (+/- 180 meters Scaled)
 AI3462
 AI3462                          SUPERSEDED SURVEY CONTROL
 AI3462
 AI3462.No superseded survey control is available for this station.
 AI3462
 AI3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK598507(NAD 83)
 AI3462_MARKER: DV = VERTICAL CONTROL DISK
 AI3462_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3462_SP_SET: CULVERT HEADWALL
 AI3462_STAMPING: P 442 1999
 AI3462_MARK LOGO: NGS   
 AI3462_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3462+STABILITY: SURFACE MOTION
 AI3462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3462+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3462
 AI3462  HISTORY     - Date     Condition        Report By
 AI3462  HISTORY     - 1999     MONUMENTED       NGS
 AI3462
 AI3462                          STATION DESCRIPTION
 AI3462
 AI3462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3462'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3462'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.1 WESTERLY ALONG A PAVED
 AI3462'ROAD, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE SOUTH
 AI3462'CONCRETE HEADWALL OF A CULVERT UNDER THE BURLINGTON NORTHERN RAILROAD,
 AI3462'24.0 M (78.7 FT) NORTH OF THE ROAD CENTER, 8.4 M (27.6 FT) SOUTH OF
 AI3462'THE NEAR RAIL, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE TRACK, AND 1.0 M
 AI3462'(3.3 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--THE MONUMENT IS ON
 AI3462'PROPERTY OWNED BY THE BURLINGTON NORTHERN SANTA FE RAILROAD, 100
 AI3462'NORRIS AVENUE, MCCOOK, NE 69001, TELEPHONE NUMBER (308) 345-5972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0522 ***********************************************************************
 LH0522  DESIGNATION -  P 5
 LH0522  PID         -  LH0522
 LH0522  STATE/COUNTY-  NE/BUFFALO
 LH0522  USGS QUAD   -  ALFALFA CENTER (1974)
 LH0522
 LH0522                         *CURRENT SURVEY CONTROL
 LH0522  ___________________________________________________________________
 LH0522* NAD 83(1986)-  40 41 24.     (N)    099 08 37.     (W)     SCALED    
 LH0522* NAVD 88     -       665.867  (meters)    2184.60   (feet)  ADJUSTED  
 LH0522  ___________________________________________________________________
 LH0522  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 LH0522  DYNAMIC HT  -         665.487 (meters)    2183.35  (feet)  COMP
 LH0522  MODELED GRAV-     980,032.3   (mgal)                       NAVD 88
 LH0522
 LH0522  VERT ORDER  -  FIRST     CLASS II
 LH0522
 LH0522.The horizontal coordinates were scaled from a topographic map and have
 LH0522.an estimated accuracy of +/- 6 seconds.
 LH0522
 LH0522.The orthometric height was determined by differential leveling
 LH0522.and adjusted by the National Geodetic Survey in June 1991..
 LH0522
 LH0522.The geoid height was determined by GEOID03.
 LH0522
 LH0522.The dynamic height is computed by dividing the NAVD 88
 LH0522.geopotential number by the normal gravity value computed on the
 LH0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0522.degrees latitude (g = 980.6199 gals.).
 LH0522
 LH0522.The modeled gravity was interpolated from observed gravity values.
 LH0522
 LH0522;                    North         East    Units  Estimated Accuracy
 LH0522;SPC NE       -    95,470.      572,370.      MT  (+/- 180 meters Scaled)
 LH0522
 LH0522                          SUPERSEDED SURVEY CONTROL
 LH0522
 LH0522  NGVD 29 (??/??/92)  665.608  (m)         2183.75   (f) ADJ UNCH    1 2
 LH0522
 LH0522.Superseded values are not recommended for survey control.
 LH0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0522.See file dsdata.txt to determine how the superseded data were derived.
 LH0522
 LH0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML878043(NAD 83)
 LH0522_MARKER: DB = BENCH MARK DISK
 LH0522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0522_SP_SET: BRIDGE
 LH0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0522
 LH0522  HISTORY     - Date     Condition        Report By
 LH0522  HISTORY     - UNK      MONUMENTED       CGS
 LH0522  HISTORY     - 1933     GOOD             NGS
 LH0522  HISTORY     - 1941     GOOD             NGS
 LH0522
 LH0522                          STATION DESCRIPTION
 LH0522
 LH0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LH0522'3.3 MI W FROM KEARNEY.
 LH0522'3.31 MILES WEST OF KEARNEY, BY RAIL OF UNION PACIFIC BRIDGE
 LH0522'192.31, A 65 FT PLATE GIRDER DECK BRIDGE, AND IS APPRO 1642 FT
 LH0522'WEST OF MILEPOST 192, 8.8 FT NORTH OF THE NORTH RAIL OF THE NORTH
 LH0522'MAINLINE TRACK, 21.8 FT NORTH OF THE NORTH RAIL OF THE SOUTH
 LH0522'MAINLINE TRACK, AND APPROX 403 FT WEST OF THE CENTERLINE OF
 LH0522'A ROAD CROSSING.  SAID ROAD CROSSING IS ON THE LINE BETWEEN
 LH0522'SECTIONS 4 AND 5, T.8.N., R.16.W.  TABLET IS MARKED P-5, 1933.
 LH0522
 LH0522                          STATION RECOVERY (1941)
 LH0522
 LH0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LH0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0523 ***********************************************************************
 LH0523  DESIGNATION -  P 5 RESET
 LH0523  PID         -  LH0523
 LH0523  STATE/COUNTY-  NE/BUFFALO
 LH0523  USGS QUAD   -  ALFALFA CENTER (1974)
 LH0523
 LH0523                         *CURRENT SURVEY CONTROL
 LH0523  ___________________________________________________________________
 LH0523* NAD 83(1986)-  40 41 24.     (N)    099 08 38.     (W)     SCALED    
 LH0523* NAVD 88     -       666.108  (meters)    2185.39   (feet)  ADJUSTED  
 LH0523  ___________________________________________________________________
 LH0523  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 LH0523  DYNAMIC HT  -         665.728 (meters)    2184.14  (feet)  COMP
 LH0523  MODELED GRAV-     980,032.3   (mgal)                       NAVD 88
 LH0523
 LH0523  VERT ORDER  -  FIRST     CLASS II
 LH0523
 LH0523.The horizontal coordinates were scaled from a topographic map and have
 LH0523.an estimated accuracy of +/- 6 seconds.
 LH0523
 LH0523.The orthometric height was determined by differential leveling
 LH0523.and adjusted by the National Geodetic Survey in May 1993..
 LH0523
 LH0523.The geoid height was determined by GEOID03.
 LH0523
 LH0523.The dynamic height is computed by dividing the NAVD 88
 LH0523.geopotential number by the normal gravity value computed on the
 LH0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0523.degrees latitude (g = 980.6199 gals.).
 LH0523
 LH0523.The modeled gravity was interpolated from observed gravity values.
 LH0523
 LH0523;                    North         East    Units  Estimated Accuracy
 LH0523;SPC NE       -    95,470.      572,350.      MT  (+/- 180 meters Scaled)
 LH0523
 LH0523                          SUPERSEDED SURVEY CONTROL
 LH0523
 LH0523  NGVD 29 (02/14/92)  665.849  (m)         2184.54   (f) ADJUSTED    1 2
 LH0523
 LH0523.Superseded values are not recommended for survey control.
 LH0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0523.See file dsdata.txt to determine how the superseded data were derived.
 LH0523
 LH0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML878043(NAD 83)
 LH0523_MARKER: DB = BENCH MARK DISK
 LH0523_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH0523_SP_SET: BRIDGE ABUTMENT
 LH0523_STAMPING: P 5 RESET 1951
 LH0523_MARK LOGO: CGS   
 LH0523_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0523+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0523
 LH0523  HISTORY     - Date     Condition        Report By
 LH0523  HISTORY     - 1951     MONUMENTED       UPRR
 LH0523  HISTORY     - 19910923 GOOD             NGS
 LH0523  HISTORY     - 19961212 GOOD             UPRR
 LH0523
 LH0523                          STATION DESCRIPTION
 LH0523
 LH0523'DESCRIBED BY UNION PACIFIC RAILROAD 1951
 LH0523'3.3 MI W FROM KEARNEY.
 LH0523'3.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LH0523'AT KEARNEY, BUFFALO COUNTY, 403 FEET WEST OF A ROAD CROSSING,
 LH0523'AT BRIDGE 192.31, AND IN THE NORTH END OF THE BACK WALL OF THE
 LH0523'EAST ABUTMENT.  A STANDARD DISK, STAMPED P 5 RESET 1951.
 LH0523
 LH0523                          STATION RECOVERY (1991)
 LH0523
 LH0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0523'5.0 KM (3.10 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0523'JUNCTION OF STATE HIGHWAY 44 IN KEARNEY, IN TOP OF AND 0.3 M (1.0 FT)
 LH0523'SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A RAILROAD
 LH0523'BRIDGE SPANNING A CREEK, 100.0 M (328.1 FT) WEST OF THE CENTER OF A
 LH0523'GRAVELED ROAD, 2.3 M (7.5 FT) NORTH OF THE NEAR RAIL, AND 0.5 M (1.6
 LH0523'FT) BELOW THE LEVEL OF THE TRACK.
 LH0523
 LH0523                          STATION RECOVERY (1996)
 LH0523
 LH0523'RECOVERY NOTE BY UNION PACIFIC RAILROAD 1996
 LH0523'RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF RAILROAD
 LH0523'CONSTRUCTION.  A RESET MARK HAS BEEN ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9627 ***********************************************************************
 AG9627  DESIGNATION -  P 5 RESET
 AG9627  PID         -  AG9627
 AG9627  STATE/COUNTY-  NE/BUFFALO
 AG9627  USGS QUAD   -  WILCOX (1970)
 AG9627
 AG9627                         *CURRENT SURVEY CONTROL
 AG9627  ___________________________________________________________________
 AG9627* NAD 83(1986)-  40 21 24.     (N)    099 08 38.     (W)     SCALED    
 AG9627* NAVD 88     -       662.84   (meters)    2174.7    (feet)  RESET     
 AG9627  ___________________________________________________________________
 AG9627  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AG9627
 AG9627  VERT ORDER  -  THIRD
 AG9627
 AG9627.The horizontal coordinates were scaled from a topographic map and have
 AG9627.an estimated accuracy of +/- 6 seconds.
 AG9627
 AG9627.The orthometric height was computed from unverified reset data.
 AG9627
 AG9627.The geoid height was determined by GEOID03.
 AG9627
 AG9627;                    North         East    Units  Estimated Accuracy
 AG9627;SPC NE       -    58,470.      572,710.      MT  (+/- 180 meters Scaled)
 AG9627
 AG9627                          SUPERSEDED SURVEY CONTROL
 AG9627
 AG9627.No superseded survey control is available for this station.
 AG9627
 AG9627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK877673(NAD 83)
 AG9627_MARKER: DV = VERTICAL CONTROL DISK
 AG9627_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9627_SP_SET: CULVERT HEADWALL
 AG9627_STAMPING: P 5 RESET 1996
 AG9627_MARK LOGO: NGS   
 AG9627_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9627+STABILITY: SURFACE MOTION
 AG9627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9627+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9627
 AG9627  HISTORY     - Date     Condition        Report By
 AG9627  HISTORY     - 1996     MONUMENTED       UPRR
 AG9627
 AG9627                          STATION DESCRIPTION
 AG9627
 AG9627'DESCRIBED BY UNION PACIFIC RAILROAD 1996
 AG9627'5.0 KM (3.10 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 AG9627'JUNCTION OF STATE HIGHWAY 44, IN KEARNEY, ABOUT 0.11 KM (0.05 MI) WEST
 AG9627'FROM A COUNTY ROAD CROSSING, IN THE NE1/4, SEC5, T8N, R16W AND SET
 AG9627'INTO THE TOP OF THE WESTERNMOST WINGWALL OF THE NORTH END OF A LARGE,
 AG9627'DOUBLE, CONCRETE BOX CULVERT UNDER 3 SETS OF TRACKS, AND WHERE THE
 AG9627'WINGWALL JOINS THE HEADWALL AND ABOUT 0.3 M (1.0 FT) LOWER THAN THE
 AG9627'TOP OF THE WEST END OF THE HEADWALL.  THE DISK IS 13.90 M, (45.60 FT)
 AG9627'SLOPE DISTANCE, NORTH FROM THE NORTHERNMOST RAIL, 4.95 M (16.24 FT)
 AG9627'SOUTHEAST FROM AN END FENCE POST, 0.3 M (1.0 FT) EAST FROM A WITNESS
 AG9627'POST AND ABOUT 12 FT (3.7 M) LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0268 ***********************************************************************
 MN0268  DESIGNATION -  P 50
 MN0268  PID         -  MN0268
 MN0268  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0268  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0268
 MN0268                         *CURRENT SURVEY CONTROL
 MN0268  ___________________________________________________________________
 MN0268* NAD 83(1986)-  41 51 37.     (N)    103 39 48.     (W)     SCALED    
 MN0268* NAVD 88     -      1184.619  (meters)    3886.54   (feet)  ADJUSTED  
 MN0268  ___________________________________________________________________
 MN0268  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 MN0268  DYNAMIC HT  -        1183.856 (meters)    3884.03  (feet)  COMP
 MN0268  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 MN0268
 MN0268  VERT ORDER  -  SECOND    CLASS 0
 MN0268
 MN0268.The horizontal coordinates were scaled from a topographic map and have
 MN0268.an estimated accuracy of +/- 6 seconds.
 MN0268
 MN0268.The orthometric height was determined by differential leveling
 MN0268.and adjusted by the National Geodetic Survey in June 1991..
 MN0268
 MN0268.The geoid height was determined by GEOID03.
 MN0268
 MN0268.The dynamic height is computed by dividing the NAVD 88
 MN0268.geopotential number by the normal gravity value computed on the
 MN0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0268.degrees latitude (g = 980.6199 gals.).
 MN0268
 MN0268.The modeled gravity was interpolated from observed gravity values.
 MN0268
 MN0268;                    North         East    Units  Estimated Accuracy
 MN0268;SPC NE       -   231,490.      196,020.      MT  (+/- 180 meters Scaled)
 MN0268
 MN0268                          SUPERSEDED SURVEY CONTROL
 MN0268
 MN0268  NGVD 29 (??/??/92) 1183.964  (m)         3884.39   (f) ADJ UNCH    2 0
 MN0268
 MN0268.Superseded values are not recommended for survey control.
 MN0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0268.See file dsdata.txt to determine how the superseded data were derived.
 MN0268
 MN0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG109351(NAD 83)
 MN0268_MARKER: DR = REFERENCE MARK DISK
 MN0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0268_STAMPING: P-50-1934
 MN0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0268+STABILITY: SURFACE MOTION
 MN0268
 MN0268  HISTORY     - Date     Condition        Report By
 MN0268  HISTORY     - 1934     MONUMENTED       CGS
 MN0268  HISTORY     - 1971     POOR             LOCENG
 MN0268
 MN0268                          STATION DESCRIPTION
 MN0268
 MN0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0268'AT SCOTTSBLUFF.
 MN0268'IN SMALL PARK EAST OF STATION OF BURLINGTON, 73.6 FEET EAST OF
 MN0268'SOUTHEAST CORNER STATION, 72.1 FEET EAST OF EAST FACE STATION,
 MN0268'42.8 FEET NORTH OF NORTH RAIL (MAIN LINE), 4.8 FEET NORTH OF
 MN0268'FENCE, 3.3 FEET NORTHEAST OF FENCE.)
 MN0268
 MN0268                          STATION RECOVERY (1971)
 MN0268
 MN0268'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 MN0268'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0115 ***********************************************************************
 MN0115  DESIGNATION -  P 51
 MN0115  PID         -  MN0115
 MN0115  STATE/COUNTY-  NE/MORRILL
 MN0115  USGS QUAD   -  BROADWATER (1965)
 MN0115
 MN0115                         *CURRENT SURVEY CONTROL
 MN0115  ___________________________________________________________________
 MN0115* NAD 83(1986)-  41 35 42.     (N)    102 51 13.     (W)     SCALED    
 MN0115* NAVD 88     -      1092.764  (meters)    3585.18   (feet)  ADJUSTED  
 MN0115  ___________________________________________________________________
 MN0115  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 MN0115  DYNAMIC HT  -        1092.079 (meters)    3582.93  (feet)  COMP
 MN0115  MODELED GRAV-     979,959.4   (mgal)                       NAVD 88
 MN0115
 MN0115  VERT ORDER  -  SECOND    CLASS 0
 MN0115
 MN0115.The horizontal coordinates were scaled from a topographic map and have
 MN0115.an estimated accuracy of +/- 6 seconds.
 MN0115
 MN0115.The orthometric height was determined by differential leveling
 MN0115.and adjusted by the National Geodetic Survey in June 1991..
 MN0115
 MN0115.The geoid height was determined by GEOID03.
 MN0115
 MN0115.The dynamic height is computed by dividing the NAVD 88
 MN0115.geopotential number by the normal gravity value computed on the
 MN0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0115.degrees latitude (g = 980.6199 gals.).
 MN0115
 MN0115.The modeled gravity was interpolated from observed gravity values.
 MN0115
 MN0115;                    North         East    Units  Estimated Accuracy
 MN0115;SPC NE       -   199,510.      262,210.      MT  (+/- 180 meters Scaled)
 MN0115
 MN0115                          SUPERSEDED SURVEY CONTROL
 MN0115
 MN0115  NGVD 29 (??/??/92) 1092.221  (m)         3583.40   (f) ADJ UNCH    2 0
 MN0115
 MN0115.Superseded values are not recommended for survey control.
 MN0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0115.See file dsdata.txt to determine how the superseded data were derived.
 MN0115
 MN0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG788070(NAD 83)
 MN0115_MARKER: DB = BENCH MARK DISK
 MN0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0115_STAMPING: P 51 1934
 MN0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0115+STABILITY: SURFACE MOTION
 MN0115
 MN0115  HISTORY     - Date     Condition        Report By
 MN0115  HISTORY     - 1934     MONUMENTED       CGS
 MN0115  HISTORY     - 1964     MARK NOT FOUND   USGS
 MN0115
 MN0115                          STATION DESCRIPTION
 MN0115
 MN0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0115'AT BROADWATER.
 MN0115'AT BROADWATER, MORRILL COUNTY, ON THE UNION PACIFIC RAILROAD,
 MN0115'ABOUT 0.4 MILE EAST OF MILEPOST 100, ABOUT 320 FEET WEST OF THE
 MN0115'CENTER LINE OF MAIN STREET, 56 FEET EAST OF THE NORTHEAST CORNER
 MN0115'OF THE STATION, 55 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 MN0115'TRACK, AND IN THE SOUTHWEST CORNER OF A PARK.  A STANDARD DISK,
 MN0115'STAMPED P 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0115
 MN0115                          STATION RECOVERY (1964)
 MN0115
 MN0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MN0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0047 ***********************************************************************
 MN0047  DESIGNATION -  P 53
 MN0047  PID         -  MN0047
 MN0047  STATE/COUNTY-  NE/GARDEN
 MN0047  USGS QUAD   -  OSHKOSH (1971)
 MN0047
 MN0047                         *CURRENT SURVEY CONTROL
 MN0047  ___________________________________________________________________
 MN0047* NAD 83(1986)-  41 22 41.     (N)    102 20 52.     (W)     SCALED    
 MN0047* NAVD 88     -      1031.493  (meters)    3384.16   (feet)  ADJUSTED  
 MN0047  ___________________________________________________________________
 MN0047  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 MN0047  DYNAMIC HT  -        1030.864 (meters)    3382.09  (feet)  COMP
 MN0047  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 MN0047
 MN0047  VERT ORDER  -  SECOND    CLASS 0
 MN0047
 MN0047.The horizontal coordinates were scaled from a topographic map and have
 MN0047.an estimated accuracy of +/- 6 seconds.
 MN0047
 MN0047.The orthometric height was determined by differential leveling
 MN0047.and adjusted by the National Geodetic Survey in June 1991..
 MN0047
 MN0047.The geoid height was determined by GEOID03.
 MN0047
 MN0047.The dynamic height is computed by dividing the NAVD 88
 MN0047.geopotential number by the normal gravity value computed on the
 MN0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0047.degrees latitude (g = 980.6199 gals.).
 MN0047
 MN0047.The modeled gravity was interpolated from observed gravity values.
 MN0047
 MN0047;                    North         East    Units  Estimated Accuracy
 MN0047;SPC NE       -   174,170.      303,690.      MT  (+/- 180 meters Scaled)
 MN0047
 MN0047                          SUPERSEDED SURVEY CONTROL
 MN0047
 MN0047  NGVD 29 (??/??/92) 1031.006  (m)         3382.56   (f) ADJ UNCH    2 0
 MN0047
 MN0047.Superseded values are not recommended for survey control.
 MN0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0047.See file dsdata.txt to determine how the superseded data were derived.
 MN0047
 MN0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF217841(NAD 83)
 MN0047_MARKER: DB = BENCH MARK DISK
 MN0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0047_STAMPING: P 53 1934
 MN0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0047+STABILITY: SURFACE MOTION
 MN0047
 MN0047  HISTORY     - Date     Condition        Report By
 MN0047  HISTORY     - 1934     MONUMENTED       CGS
 MN0047
 MN0047                          STATION DESCRIPTION
 MN0047
 MN0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0047'2.2 MI S FROM OSHKOSH.
 MN0047'2.2 MILES SOUTH OF COURT HOUSE BY HIGHWAY.  ALONG NEBRASKA STATE
 MN0047'HIGHWAY NUMBER 27 BETWEEN OSHKOSH AND CHAPPELL ABOUT 600 FEET
 MN0047'SOUTH OF SOUTH END OF BRIDGE OVER NORTH PLATTE RIVER.  75 FEET
 MN0047'NORTH OF NORTH END OF GATE INTO FLAT TOP RANCH.  42 FEET WEST OF
 MN0047'CENTERLINE OF HIGHWAY 27 AND 6 FEET NORTHWEST OF OREGON TRAIL
 MN0047'MEMORIAL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0048 ***********************************************************************
 MN0048  DESIGNATION -  P 53 RESET
 MN0048  PID         -  MN0048
 MN0048  STATE/COUNTY-  NE/GARDEN
 MN0048  USGS QUAD   -  OSHKOSH (1971)
 MN0048
 MN0048                         *CURRENT SURVEY CONTROL
 MN0048  ___________________________________________________________________
 MN0048* NAD 83(1986)-  41 22 41.     (N)    102 20 52.     (W)     SCALED    
 MN0048* NAVD 88     -      1031.64   (meters)    3384.6    (feet)  RESET     
 MN0048  ___________________________________________________________________
 MN0048  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 MN0048
 MN0048  VERT ORDER  -  THIRD
 MN0048
 MN0048.The horizontal coordinates were scaled from a topographic map and have
 MN0048.an estimated accuracy of +/- 6 seconds.
 MN0048
 MN0048.The orthometric height was computed from unverified reset data.
 MN0048
 MN0048.The geoid height was determined by GEOID03.
 MN0048
 MN0048;                    North         East    Units  Estimated Accuracy
 MN0048;SPC NE       -   174,170.      303,690.      MT  (+/- 180 meters Scaled)
 MN0048
 MN0048                          SUPERSEDED SURVEY CONTROL
 MN0048
 MN0048  NGVD 29 (??/??/??) 1031.15   (m)         3383.0    (f) RESET       3  
 MN0048
 MN0048.Superseded values are not recommended for survey control.
 MN0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0048.See file dsdata.txt to determine how the superseded data were derived.
 MN0048
 MN0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF217841(NAD 83)
 MN0048_MARKER: DB = BENCH MARK DISK
 MN0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0048_STAMPING: R 53 RESET 1957
 MN0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0048+STABILITY: SURFACE MOTION
 MN0048
 MN0048  HISTORY     - Date     Condition        Report By
 MN0048  HISTORY     - 1957     MONUMENTED       NEDR
 MN0048  HISTORY     - 1958     GOOD             NGS
 MN0048
 MN0048                          STATION DESCRIPTION
 MN0048
 MN0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MN0048'2.2 MI S FROM OSHKOSH.
 MN0048'2.2 MILES SOUTH OF THE COURTHOUSE AT OSHKOSH, ALONG STATE HIGHWAY
 MN0048'27, ABOUT 731 FEET SOUTH OF THE SOUTH END OF THE NORTH PLATTE RIVER
 MN0048'BRIDGE, AT THE FLAT TOP RANCH, 115 FEET WEST OF THE CENTERLINE
 MN0048'OF THE HIGHWAY, 100 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER,
 MN0048'AND 3 FEET NORTHEAST OF AN OREGON TRAIL MARKER.  THE DISK IS SET
 MN0048'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0291 ***********************************************************************
 MN0291  DESIGNATION -  P 54
 MN0291  PID         -  MN0291
 MN0291  STATE/COUNTY-  NE/BANNER
 MN0291  USGS QUAD   -  HARRISBURG (1979)
 MN0291
 MN0291                         *CURRENT SURVEY CONTROL
 MN0291  ___________________________________________________________________
 MN0291* NAD 83(1986)-  41 33 23.     (N)    103 44 32.     (W)     SCALED    
 MN0291* NAVD 88     -      1370.527  (meters)    4496.47   (feet)  ADJUSTED  
 MN0291  ___________________________________________________________________
 MN0291  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 MN0291  DYNAMIC HT  -        1369.541 (meters)    4493.24  (feet)  COMP
 MN0291  MODELED GRAV-     979,856.4   (mgal)                       NAVD 88
 MN0291
 MN0291  VERT ORDER  -  SECOND    CLASS 0
 MN0291
 MN0291.The horizontal coordinates were scaled from a topographic map and have
 MN0291.an estimated accuracy of +/- 6 seconds.
 MN0291
 MN0291.The orthometric height was determined by differential leveling
 MN0291.and adjusted by the National Geodetic Survey in June 1991..
 MN0291
 MN0291.The geoid height was determined by GEOID03.
 MN0291
 MN0291.The dynamic height is computed by dividing the NAVD 88
 MN0291.geopotential number by the normal gravity value computed on the
 MN0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0291.degrees latitude (g = 980.6199 gals.).
 MN0291
 MN0291.The modeled gravity was interpolated from observed gravity values.
 MN0291
 MN0291;                    North         East    Units  Estimated Accuracy
 MN0291;SPC NE       -   198,060.      188,010.      MT  (+/- 180 meters Scaled)
 MN0291
 MN0291                          SUPERSEDED SURVEY CONTROL
 MN0291
 MN0291  NGVD 29 (??/??/92) 1369.824  (m)         4494.16   (f) ADJ UNCH    2 0
 MN0291
 MN0291.Superseded values are not recommended for survey control.
 MN0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0291.See file dsdata.txt to determine how the superseded data were derived.
 MN0291
 MN0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG048012(NAD 83)
 MN0291_MARKER: DB = BENCH MARK DISK
 MN0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0291_SP_SET: BUILDING
 MN0291_STAMPING: P-54-1934
 MN0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0291
 MN0291  HISTORY     - Date     Condition        Report By
 MN0291  HISTORY     - 1934     MONUMENTED       CGS
 MN0291
 MN0291                          STATION DESCRIPTION
 MN0291
 MN0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0291'IN HARRISBURG.
 MN0291'IN COURTHOUSE OF BANNER COUNTY, 188 FEET NORTH OF CENTERLINE
 MN0291'OF STATE HIGHWAY NO. 29, 100 FEET EAST OF CENTERLINE OF PENN.
 MN0291'AVE IN CONCRETE WALL (SOUTH WALL) HOUSING VAULTS, 5 FEET ABOVE
 MN0291'GROUND, 2 FEET EAST OF CORNER OF BUILDING.  MARK IS SET VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0292 ***********************************************************************
 MN0292  DESIGNATION -  P 54 RESET
 MN0292  PID         -  MN0292
 MN0292  STATE/COUNTY-  NE/BANNER
 MN0292  USGS QUAD   -  HARRISBURG (1979)
 MN0292
 MN0292                         *CURRENT SURVEY CONTROL
 MN0292  ___________________________________________________________________
 MN0292* NAD 83(1986)-  41 33 23.     (N)    103 44 30.     (W)     SCALED    
 MN0292* NAVD 88     -      1368.77   (meters)    4490.7    (feet)  RESET     
 MN0292  ___________________________________________________________________
 MN0292  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 MN0292
 MN0292  VERT ORDER  -  THIRD
 MN0292
 MN0292.The horizontal coordinates were scaled from a topographic map and have
 MN0292.an estimated accuracy of +/- 6 seconds.
 MN0292
 MN0292.The orthometric height was computed from unverified reset data.
 MN0292
 MN0292.The geoid height was determined by GEOID03.
 MN0292
 MN0292;                    North         East    Units  Estimated Accuracy
 MN0292;SPC NE       -   198,050.      188,060.      MT  (+/- 180 meters Scaled)
 MN0292
 MN0292                          SUPERSEDED SURVEY CONTROL
 MN0292
 MN0292.No superseded survey control is available for this station.
 MN0292
 MN0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG049012(NAD 83)
 MN0292_MARKER: DB = BENCH MARK DISK
 MN0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0292_SP_SET: SIDEWALK
 MN0292_STAMPING: P 54 RESET 1958
 MN0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0292
 MN0292  HISTORY     - Date     Condition        Report By
 MN0292  HISTORY     - 1958     MONUMENTED       LOCENG
 MN0292  HISTORY     - 1949     GOOD             NGS
 MN0292
 MN0292                          STATION DESCRIPTION
 MN0292
 MN0292'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 MN0292'AT HARRISBURG.
 MN0292'THIS MARK IS LOCATED AT HARRISBURG, AT THE COURTHOUSE, ABOUT
 MN0292'169 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY SPUR 129,
 MN0292'23.54 FEET NORTHEASTERLY FROM THE NORTHEAST CORNER OF THE NEW
 MN0292'COURTHOUSE BUILDING, (BEING 22.8 FEET EAST AND 5.7 FEET NORTH),
 MN0292'24.96 FEET NORTHWESTERLY FROM A POWER SERVICE POLE, (BEING
 MN0292'23.4 FEET WEST AND 8.7 FEET NORTH), IN A CONCRETE FILLED 8 INCH
 MN0292'PIPE APPROXIMATELY 40 INCHES LONG, SET FLUSH IN THE SIDEWALK,
 MN0292'1.25 FEET WEST AND 1.74 FEET SOUTH OF THE SIDEWALK CORNER.
 MN0292
 MN0292                          STATION RECOVERY (1949)
 MN0292
 MN0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 MN0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0193 ***********************************************************************
 MN0193  DESIGNATION -  P 55
 MN0193  PID         -  MN0193
 MN0193  STATE/COUNTY-  NE/MORRILL
 MN0193  USGS QUAD   -  REDINGTON (1979)
 MN0193
 MN0193                         *CURRENT SURVEY CONTROL
 MN0193  ___________________________________________________________________
 MN0193* NAD 83(1986)-  41 35 03.     (N)    103 17 21.     (W)     SCALED    
 MN0193* NAVD 88     -      1184.721  (meters)    3886.87   (feet)  ADJUSTED  
 MN0193  ___________________________________________________________________
 MN0193  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 MN0193  DYNAMIC HT  -        1183.943 (meters)    3884.32  (feet)  COMP
 MN0193  MODELED GRAV-     979,925.9   (mgal)                       NAVD 88
 MN0193
 MN0193  VERT ORDER  -  SECOND    CLASS 0
 MN0193
 MN0193.The horizontal coordinates were scaled from a topographic map and have
 MN0193.an estimated accuracy of +/- 6 seconds.
 MN0193
 MN0193.The orthometric height was determined by differential leveling
 MN0193.and adjusted by the National Geodetic Survey in June 1991..
 MN0193
 MN0193.The geoid height was determined by GEOID03.
 MN0193
 MN0193.The dynamic height is computed by dividing the NAVD 88
 MN0193.geopotential number by the normal gravity value computed on the
 MN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0193.degrees latitude (g = 980.6199 gals.).
 MN0193
 MN0193.The modeled gravity was interpolated from observed gravity values.
 MN0193
 MN0193;                    North         East    Units  Estimated Accuracy
 MN0193;SPC NE       -   199,600.      225,880.      MT  (+/- 180 meters Scaled)
 MN0193
 MN0193                          SUPERSEDED SURVEY CONTROL
 MN0193
 MN0193  NGVD 29 (??/??/92) 1184.126  (m)         3884.92   (f) ADJ UNCH    2 0
 MN0193
 MN0193.Superseded values are not recommended for survey control.
 MN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0193.See file dsdata.txt to determine how the superseded data were derived.
 MN0193
 MN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG426050(NAD 83)
 MN0193_MARKER: DB = BENCH MARK DISK
 MN0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0193_STAMPING: P 55 1934
 MN0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0193+STABILITY: SURFACE MOTION
 MN0193
 MN0193  HISTORY     - Date     Condition        Report By
 MN0193  HISTORY     - 1934     MONUMENTED       CGS
 MN0193  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0193
 MN0193                          STATION DESCRIPTION
 MN0193
 MN0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0193'0.9 MI W FROM REDINGTON.
 MN0193'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0193'AT REDINGTON, MORRILL COUNTY, ABOUT 240 FEET EAST OF THE EAST
 MN0193'END OF A BRIDGE ACROSS THE HIGHWAY, 21 FEET EAST OF THE EAST
 MN0193'END OF A BRIDGE AT THE ENTRANCE TO A FARMYARD, AND 1 FOOT NORTH
 MN0193'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 55 1934
 MN0193'AND SET IN THE TOP OF A CONCRETE POST.
 MN0193
 MN0193                          STATION RECOVERY (1972)
 MN0193
 MN0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0855 ***********************************************************************
 ML0855  DESIGNATION -  P 56
 ML0855  PID         -  ML0855
 ML0855  STATE/COUNTY-  NE/CUSTER
 ML0855  USGS QUAD   -  ANSELMO NW (1951)
 ML0855
 ML0855                         *CURRENT SURVEY CONTROL
 ML0855  ___________________________________________________________________
 ML0855* NAD 83(1986)-  41 38 38.     (N)    099 53 42.     (W)     SCALED    
 ML0855* NAVD 88     -       801.673  (meters)    2630.16   (feet)  ADJUSTED  
 ML0855  ___________________________________________________________________
 ML0855  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 ML0855  DYNAMIC HT  -         801.261 (meters)    2628.80  (feet)  COMP
 ML0855  MODELED GRAV-     980,082.2   (mgal)                       NAVD 88
 ML0855
 ML0855  VERT ORDER  -  SECOND    CLASS 0
 ML0855
 ML0855.The horizontal coordinates were scaled from a topographic map and have
 ML0855.an estimated accuracy of +/- 6 seconds.
 ML0855
 ML0855.The orthometric height was determined by differential leveling
 ML0855.and adjusted by the National Geodetic Survey in June 1991..
 ML0855
 ML0855.The geoid height was determined by GEOID03.
 ML0855
 ML0855.The dynamic height is computed by dividing the NAVD 88
 ML0855.geopotential number by the normal gravity value computed on the
 ML0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0855.degrees latitude (g = 980.6199 gals.).
 ML0855
 ML0855.The modeled gravity was interpolated from observed gravity values.
 ML0855
 ML0855;                    North         East    Units  Estimated Accuracy
 ML0855;SPC NE       -   201,020.      508,750.      MT  (+/- 180 meters Scaled)
 ML0855
 ML0855                          SUPERSEDED SURVEY CONTROL
 ML0855
 ML0855  NGVD 29 (??/??/92)  801.397  (m)         2629.25   (f) ADJ UNCH    2 0
 ML0855
 ML0855.Superseded values are not recommended for survey control.
 ML0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0855.See file dsdata.txt to determine how the superseded data were derived.
 ML0855
 ML0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM254106(NAD 83)
 ML0855_MARKER: DB = BENCH MARK DISK
 ML0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0855_STAMPING: P 56 1934
 ML0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0855+STABILITY: SURFACE MOTION
 ML0855
 ML0855  HISTORY     - Date     Condition        Report By
 ML0855  HISTORY     - 1934     MONUMENTED       CGS
 ML0855  HISTORY     - 1939     GOOD             NGS
 ML0855
 ML0855                          STATION DESCRIPTION
 ML0855
 ML0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 ML0855'2.3 MI NW FROM ANSELMO.
 ML0855'2.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0855'RAILROAD FROM THE STATION AT ANSELMO, CUSTER COUNTY, 1 1/2 POLES
 ML0855'SOUTHEAST OF MILEPOST 198, 129.3 FEET NORTHEAST OF THE CENTERLINE
 ML0855'OF STATE HIGHWAY 2, 43.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 ML0855'THE MAIN TRACK, 7 FEET NORTH OF A POLE, AND 5 FEET SOUTHWEST OF A
 ML0855'FENCE.  A STANDARD DISK, STAMPED P 56 1934 AND SET IN THE TOP
 ML0855'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0401 ***********************************************************************
 NP0401  DESIGNATION -  P 57
 NP0401  PID         -  NP0401
 NP0401  STATE/COUNTY-  NE/BOX BUTTE
 NP0401  USGS QUAD   -  HEMINGFORD (1948)
 NP0401
 NP0401                         *CURRENT SURVEY CONTROL
 NP0401  ___________________________________________________________________
 NP0401* NAD 83(1986)-  42 19 18.     (N)    103 06 44.     (W)     SCALED    
 NP0401* NAVD 88     -      1314.832  (meters)    4313.74   (feet)  POSTED    
 NP0401  ___________________________________________________________________
 NP0401  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 NP0401  DYNAMIC HT  -        1314.060 (meters)    4311.21  (feet)  COMP
 NP0401  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 NP0401
 NP0401  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NP0401
 NP0401.The horizontal coordinates were scaled from a topographic map and have
 NP0401.an estimated accuracy of +/- 6 seconds.
 NP0401
 NP0401.The orthometric height was determined by differential leveling
 NP0401.and adjusted by the National Geodetic Survey in 1992..
 NP0401.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NP0401.rate of 0.0 thru 1.0 mm/km.
 NP0401
 NP0401.The geoid height was determined by GEOID03.
 NP0401
 NP0401.The dynamic height is computed by dividing the NAVD 88
 NP0401.geopotential number by the normal gravity value computed on the
 NP0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0401.degrees latitude (g = 980.6199 gals.).
 NP0401
 NP0401.The modeled gravity was interpolated from observed gravity values.
 NP0401
 NP0401;                    North         East    Units  Estimated Accuracy
 NP0401;SPC NE       -   280,890.      243,570.      MT  (+/- 180 meters Scaled)
 NP0401
 NP0401                          SUPERSEDED SURVEY CONTROL
 NP0401
 NP0401  NGVD 29 (??/??/92) 1314.196  (m)         4311.66   (f) ADJ UNCH    2 0
 NP0401
 NP0401.Superseded values are not recommended for survey control.
 NP0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0401.See file dsdata.txt to determine how the superseded data were derived.
 NP0401
 NP0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG555872(NAD 83)
 NP0401_MARKER: DB = BENCH MARK DISK
 NP0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0401_STAMPING: P-57-1934
 NP0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0401+STABILITY: SURFACE MOTION
 NP0401
 NP0401  HISTORY     - Date     Condition        Report By
 NP0401  HISTORY     - 1934     MONUMENTED       CGS
 NP0401  HISTORY     - 1938     GOOD             NGS
 NP0401
 NP0401                          STATION DESCRIPTION
 NP0401
 NP0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0401'2 MI W FROM HEMINGFORD.
 NP0401'2.0 MILES WEST OF POST OFFICE.  ALONG HIGHWAY NO. 2, 38 FEET NORTH
 NP0401'OF HIGHWAY NO. 2 AND 34 FEET WEST OF CENTERLINE OF A COUNTY ROAD
 NP0401'RUNNING NORTH AND SOUTH, 2 FEET NORTH OF RIGHT OF WAY FENCE.
 NP0401
 NP0401                          STATION RECOVERY (1938)
 NP0401
 NP0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 NP0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0402 ***********************************************************************
 NP0402  DESIGNATION -  P 57 RESET
 NP0402  PID         -  NP0402
 NP0402  STATE/COUNTY-  NE/BOX BUTTE
 NP0402  USGS QUAD   -  HEMINGFORD (1948)
 NP0402
 NP0402                         *CURRENT SURVEY CONTROL
 NP0402  ___________________________________________________________________
 NP0402* NAD 83(1986)-  42 19 18.     (N)    103 06 44.     (W)     SCALED    
 NP0402* NAVD 88     -      1314.590  (meters)    4312.95   (feet)  POSTED    
 NP0402  ___________________________________________________________________
 NP0402  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 NP0402  DYNAMIC HT  -        1313.810 (meters)    4310.39  (feet)  COMP
 NP0402  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 NP0402
 NP0402  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NP0402
 NP0402.The horizontal coordinates were scaled from a topographic map and have
 NP0402.an estimated accuracy of +/- 6 seconds.
 NP0402
 NP0402.The orthometric height was determined by differential leveling
 NP0402.and adjusted by the National Geodetic Survey in 1992..
 NP0402.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NP0402.rate of 0.0 thru 1.0 mm/km.
 NP0402
 NP0402.The geoid height was determined by GEOID03.
 NP0402
 NP0402.The dynamic height is computed by dividing the NAVD 88
 NP0402.geopotential number by the normal gravity value computed on the
 NP0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0402.degrees latitude (g = 980.6199 gals.).
 NP0402
 NP0402.The modeled gravity was interpolated from observed gravity values.
 NP0402
 NP0402;                    North         East    Units  Estimated Accuracy
 NP0402;SPC NE       -   280,890.      243,570.      MT  (+/- 180 meters Scaled)
 NP0402
 NP0402                          SUPERSEDED SURVEY CONTROL
 NP0402
 NP0402  NGVD 29 (??/??/92) 1313.960  (m)         4310.88   (f) ADJ UNCH    2 0
 NP0402
 NP0402.Superseded values are not recommended for survey control.
 NP0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0402.See file dsdata.txt to determine how the superseded data were derived.
 NP0402
 NP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG555872(NAD 83)
 NP0402_MARKER: DB = BENCH MARK DISK
 NP0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0402_STAMPING: P 57 RESET 1948
 NP0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0402+STABILITY: SURFACE MOTION
 NP0402
 NP0402  HISTORY     - Date     Condition        Report By
 NP0402  HISTORY     - 1948     MONUMENTED       CGS
 NP0402  HISTORY     - 1956     GOOD             NGS
 NP0402  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0402
 NP0402                          STATION DESCRIPTION
 NP0402
 NP0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0402'2 MI W FROM HEMINGFORD.
 NP0402'2.0 MILES WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE
 NP0402'AT HEMINGFORD, 63 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 NP0402'32 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1 FOOT
 NP0402'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0402'IS 0.4 FOOT BELOW THE TOP OF THE GROUND, IN THE SOUTHEAST 1/4
 NP0402'OF SECTION 11, TOWNSHIP 27 NORTH, RANGE 50 WEST.
 NP0402
 NP0402                          STATION RECOVERY (1985)
 NP0402
 NP0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0402'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0418 ***********************************************************************
 NP0418  DESIGNATION -  P 58
 NP0418  PID         -  NP0418
 NP0418  STATE/COUNTY-  NE/SIOUX
 NP0418  USGS QUAD   -  CHALK BUTTES NE (1983)
 NP0418
 NP0418                         *CURRENT SURVEY CONTROL
 NP0418  ___________________________________________________________________
 NP0418* NAD 83(1986)-  42 14 48.     (N)    103 47 54.     (W)     SCALED    
 NP0418* NAVD 88     -      1477.647  (meters)    4847.91   (feet)  POSTED    
 NP0418  ___________________________________________________________________
 NP0418  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 NP0418  DYNAMIC HT  -        1476.680 (meters)    4844.74  (feet)  COMP
 NP0418  MODELED GRAV-     979,912.4   (mgal)                       NAVD 88
 NP0418
 NP0418  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NP0418
 NP0418.The horizontal coordinates were scaled from a topographic map and have
 NP0418.an estimated accuracy of +/- 6 seconds.
 NP0418
 NP0418.The orthometric height was determined by differential leveling
 NP0418.and adjusted by the National Geodetic Survey in 1992..
 NP0418.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NP0418.rate of 0.0 thru 1.0 mm/km.
 NP0418
 NP0418.The geoid height was determined by GEOID03.
 NP0418
 NP0418.The dynamic height is computed by dividing the NAVD 88
 NP0418.geopotential number by the normal gravity value computed on the
 NP0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0418.degrees latitude (g = 980.6199 gals.).
 NP0418
 NP0418.The modeled gravity was interpolated from observed gravity values.
 NP0418
 NP0418;                    North         East    Units  Estimated Accuracy
 NP0418;SPC NE       -   274,830.      186,710.      MT  (+/- 180 meters Scaled)
 NP0418
 NP0418                          SUPERSEDED SURVEY CONTROL
 NP0418
 NP0418  NGVD 29 (??/??/92) 1476.877  (m)         4845.39   (f) ADJ UNCH    2 0
 NP0418
 NP0418.Superseded values are not recommended for survey control.
 NP0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0418.See file dsdata.txt to determine how the superseded data were derived.
 NP0418
 NP0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG991778(NAD 83)
 NP0418_MARKER: DB = BENCH MARK DISK
 NP0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0418_STAMPING: P 58 1934
 NP0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0418+STABILITY: SURFACE MOTION
 NP0418
 NP0418  HISTORY     - Date     Condition        Report By
 NP0418  HISTORY     - 1934     MONUMENTED       CGS
 NP0418  HISTORY     - 1974     GOOD             USGS
 NP0418
 NP0418                          STATION DESCRIPTION
 NP0418
 NP0418'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NP0418'22.1 MI N FROM MITCHELL.
 NP0418'22.1 MI. NORTH ALONG HWY. 29 FROM THE HIGH SCHOOL AT MITCHELL, TO
 NP0418'A T-ROAD WEST, THENCE WEST 0.7 MI. TO THE SCAR LEFT BY THE OLD
 NP0418'HWY., THENCE SOUTH ALONG THE OLD HWY., 0.25 MI. TO A GATE IN AN
 NP0418'E/W FENCE, CONTINUE SOUTH THROUGH THE GATE 0.05 MI. TO THE BENCHMARK.
 NP0418'A STANDARD DISK, STAMPED P 58 1934 AND SET IN THE TOP OF A CONCRETE
 NP0418'POST PROJECTING ABOUT 2 FEET.  NOTE-- POST IS SLIGHTLY LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0105 ***********************************************************************
 MN0105  DESIGNATION -  P 59
 MN0105  PID         -  MN0105
 MN0105  STATE/COUNTY-  NE/CHEYENNE
 MN0105  USGS QUAD   -  SUNOL (1972)
 MN0105
 MN0105                         *CURRENT SURVEY CONTROL
 MN0105  ___________________________________________________________________
 MN0105* NAD 83(1986)-  41 09 06.     (N)    102 52 22.     (W)     SCALED    
 MN0105* NAVD 88     -      1222.049  (meters)    4009.34   (feet)  ADJUSTED  
 MN0105  ___________________________________________________________________
 MN0105  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 MN0105  DYNAMIC HT  -        1221.200 (meters)    4006.55  (feet)  COMP
 MN0105  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 MN0105
 MN0105  VERT ORDER  -  SECOND    CLASS 0
 MN0105
 MN0105.The horizontal coordinates were scaled from a topographic map and have
 MN0105.an estimated accuracy of +/- 6 seconds.
 MN0105
 MN0105.The orthometric height was determined by differential leveling
 MN0105.and adjusted by the National Geodetic Survey in June 1991..
 MN0105
 MN0105.The geoid height was determined by GEOID03.
 MN0105
 MN0105.The dynamic height is computed by dividing the NAVD 88
 MN0105.geopotential number by the normal gravity value computed on the
 MN0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0105.degrees latitude (g = 980.6199 gals.).
 MN0105
 MN0105.The modeled gravity was interpolated from observed gravity values.
 MN0105
 MN0105;                    North         East    Units  Estimated Accuracy
 MN0105;SPC NE       -   150,370.      258,980.      MT  (+/- 180 meters Scaled)
 MN0105
 MN0105                          SUPERSEDED SURVEY CONTROL
 MN0105
 MN0105  NGVD 29 (??/??/92) 1221.474  (m)         4007.45   (f) ADJ UNCH    2 0
 MN0105
 MN0105.Superseded values are not recommended for survey control.
 MN0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0105.See file dsdata.txt to determine how the superseded data were derived.
 MN0105
 MN0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF784577(NAD 83)
 MN0105_MARKER: DB = BENCH MARK DISK
 MN0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0105_STAMPING: P 59 1934
 MN0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0105+STABILITY: SURFACE MOTION
 MN0105
 MN0105  HISTORY     - Date     Condition        Report By
 MN0105  HISTORY     - 1934     MONUMENTED       CGS
 MN0105  HISTORY     - 1985     GOOD             DMA
 MN0105
 MN0105                          STATION DESCRIPTION
 MN0105
 MN0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0105'5.5 MI E FROM SIDNEY.
 MN0105'5.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0105'AT SIDNEY, CHEYENNE COUNTY, 2 POLES WEST OF MILEPOST 402, 231
 MN0105'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, AND 75 FEET
 MN0105'SOUTH OF THE SOUTH RAIL OF THE SOUTH DOUBLE TRACK.  A STANDARD
 MN0105'DISK, STAMPED P 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0105
 MN0105                          STATION RECOVERY (1985)
 MN0105
 MN0105'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0008 ***********************************************************************
 LJ0008  DESIGNATION -  P 6
 LJ0008  PID         -  LJ0008
 LJ0008  STATE/COUNTY-  NE/DAWSON
 LJ0008  USGS QUAD   -  GOTHENBURG (1983)
 LJ0008
 LJ0008                         *CURRENT SURVEY CONTROL
 LJ0008  ___________________________________________________________________
 LJ0008* NAD 83(1986)-  40 54 40.     (N)    100 07 43.     (W)     SCALED    
 LJ0008* NAVD 88     -       776.016  (meters)    2545.98   (feet)  ADJUSTED  
 LJ0008  ___________________________________________________________________
 LJ0008  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 LJ0008  DYNAMIC HT  -         775.558 (meters)    2544.48  (feet)  COMP
 LJ0008  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 LJ0008
 LJ0008  VERT ORDER  -  FIRST     CLASS II
 LJ0008
 LJ0008.The horizontal coordinates were scaled from a topographic map and have
 LJ0008.an estimated accuracy of +/- 6 seconds.
 LJ0008
 LJ0008.The orthometric height was determined by differential leveling
 LJ0008.and adjusted by the National Geodetic Survey in June 1991..
 LJ0008.WARNING-Repeat measurements at this control monument indicate possible
 LJ0008.vertical movement.
 LJ0008
 LJ0008.The geoid height was determined by GEOID03.
 LJ0008
 LJ0008.The dynamic height is computed by dividing the NAVD 88
 LJ0008.geopotential number by the normal gravity value computed on the
 LJ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0008.degrees latitude (g = 980.6199 gals.).
 LJ0008
 LJ0008.The modeled gravity was interpolated from observed gravity values.
 LJ0008
 LJ0008;                    North         East    Units  Estimated Accuracy
 LJ0008;SPC NE       -   119,670.      489,170.      MT  (+/- 180 meters Scaled)
 LJ0008
 LJ0008                          SUPERSEDED SURVEY CONTROL
 LJ0008
 LJ0008  NGVD 29 (02/14/92)  775.714  (m)         2544.99   (f) ADJUSTED    1 2
 LJ0008
 LJ0008.Superseded values are not recommended for survey control.
 LJ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0008.See file dsdata.txt to determine how the superseded data were derived.
 LJ0008
 LJ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML049295(NAD 83)
 LJ0008_MARKER: DB = BENCH MARK DISK
 LJ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0008_SP_SET: CONCRETE POST
 LJ0008_STAMPING: P 6 1933 2544.913
 LJ0008_MARK LOGO: CGS   
 LJ0008_PROJECTION: FLUSH
 LJ0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0008+STABILITY: SURFACE MOTION
 LJ0008
 LJ0008  HISTORY     - Date     Condition        Report By
 LJ0008  HISTORY     - 1933     MONUMENTED       CGS
 LJ0008  HISTORY     - 1939     GOOD             NGS
 LJ0008  HISTORY     - 1986     GOOD             NGS
 LJ0008  HISTORY     - 19990311 GOOD             LOCSUR
 LJ0008
 LJ0008                          STATION DESCRIPTION
 LJ0008
 LJ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LJ0008'2.1 MI SE FROM GOTHENBURG.
 LJ0008'ABOUT 2.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 LJ0008'GOTHENBURG, DAWSON COUNTY, ABOUT 16 POLES SOUTHEAST OF MILEPOST
 LJ0008'247, AT A PRIVATE-ROAD CROSSING, 78.9 FEET SOUTH OF THE SOUTH
 LJ0008'RAIL OF THE SOUTH MAIN TRACK, 71.8 FEET EAST OF THE CENTER LINE
 LJ0008'OF THE ROAD, 5.4 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 LJ0008'AND 9 FEET NORTHWEST OF A CONCRETE CORNER POST IN THE RIGHT-OF-WAY
 LJ0008'FENCE.  A STANDARD DISK, STAMPED 2544.913 P 6 1933 AND SET IN
 LJ0008'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 LJ0008'GROUND.
 LJ0008
 LJ0008                          STATION RECOVERY (1939)
 LJ0008
 LJ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 LJ0008'RECOVERED IN GOOD CONDITION.
 LJ0008
 LJ0008                          STATION RECOVERY (1986)
 LJ0008
 LJ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0008'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.4 KM (2.1
 LJ0008'MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE HIGHWAY
 LJ0008'47 AT GOTHENBURG, AT A PRIVATE ROAD CROSSING THE UNION PACIFIC
 LJ0008'RAILROAD, 0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST 215, 69.5 METERS (228
 LJ0008'FT) SOUTHWEST ACROSS THE TRACKS FROM THE HIGHWAY CENTERLINE,
 LJ0008'23.8 METERS (78 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 LJ0008'SET OF TRACKS, 9.7 METERS (32 FT) EAST OF THE CENTER OF THE ROAD, 9.4
 LJ0008'METERS (31 FT) SOUTHEAST OF THE SOUTHEAST END OF A STEEL GATE,
 LJ0008'2.7 METERS (9 FT) NORTH OF A FENCE T JUNCTION AND 1.7 METERS (5.5 FT)
 LJ0008'NORTHEAST OF THE RIGHT OF WAY FENCE.
 LJ0008'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LJ0008'THE MARK IS 1.0 M BELOW THE TRACKS.
 LJ0008
 LJ0008                          STATION RECOVERY (1999)
 LJ0008
 LJ0008'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (UNK)
 LJ0008'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LJ0008'CONSTRUCTION.  BENCH MARK P 6 RESET, IN 1999, HAS BEEN ESTABLISHED
 LJ0008'NEARBY.  FOR ADDITIONAL DETAILS SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9327 ***********************************************************************
 AI9327  DESIGNATION -  P 6 RESET
 AI9327  PID         -  AI9327
 AI9327  STATE/COUNTY-  NE/DAWSON
 AI9327  USGS QUAD   -  GOTHENBURG (1983)
 AI9327
 AI9327                         *CURRENT SURVEY CONTROL
 AI9327  ___________________________________________________________________
 AI9327* NAD 83(1986)-  40 54 40.     (N)    100 07 43.     (W)     SCALED    
 AI9327* NAVD 88     -       775.88   (meters)    2545.5    (feet)  RESET     
 AI9327  ___________________________________________________________________
 AI9327  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AI9327
 AI9327  VERT ORDER  -  THIRD
 AI9327
 AI9327.The horizontal coordinates were scaled from a topographic map and have
 AI9327.an estimated accuracy of +/- 6 seconds.
 AI9327
 AI9327.The orthometric height was computed from unverified reset data.
 AI9327.No vertical observational check was made to the station.
 AI9327
 AI9327.The geoid height was determined by GEOID03.
 AI9327
 AI9327;                    North         East    Units  Estimated Accuracy
 AI9327;SPC NE       -   119,670.      489,170.      MT  (+/- 180 meters Scaled)
 AI9327
 AI9327                          SUPERSEDED SURVEY CONTROL
 AI9327
 AI9327.No superseded survey control is available for this station.
 AI9327
 AI9327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML049295(NAD 83)
 AI9327_MARKER: DV = VERTICAL CONTROL DISK
 AI9327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9327_STAMPING: P 6 RESET 1999
 AI9327_MARK LOGO: NGS   
 AI9327_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI9327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9327+STABILITY: SURFACE MOTION
 AI9327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9327+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI9327
 AI9327  HISTORY     - Date     Condition        Report By
 AI9327  HISTORY     - 1999     MONUMENTED       LOCENG
 AI9327
 AI9327                          STATION DESCRIPTION
 AI9327
 AI9327'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999
 AI9327'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 30 AND LAKE STREET, IN
 AI9327'GOTHENBURG, GO EASTERLY ON HIGHWAY 30 FOR 2.05 MI (3.30 KM) TO COUNTY
 AI9327'ROAD 413 ON THE LEFT AND A FIELD ROAD ON THE RIGHT.  TURN RIGHT AND
 AI9327'CROSS THE UNION PACIFIC RAILROAD TRACKS FOR 282 FT (86.0 M) TO THE
 AI9327'MARK ON THE LEFT, ON RAILROAD RIGHT-OF-WAY AND IN THE NE1/4, SEC23,
 AI9327'T11N, R23W.  IT IS SET INTO THE TOP OF A 1 X 1 FOOT, (0.3 M) SQUARE,
 AI9327'CONCRETE MONUMENT THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE GROUND
 AI9327'SURFACE AND IS 104.40 FT (31.82 M) SOUTH-SOUTHWEST OF THE SOUTHERNMOST
 AI9327'RAIL OF 3 SETS OF TRACKS, 50 FT (15.2 M) EAST OF THE CENTERLINE OF THE
 AI9327'FIELD ENTRANCE, 31.91 FT (9.73 M) EAST-NORTHEAST OF THE EAST GATE POST
 AI9327'OF A GATE FOR THE FIELD ENTRANCE, 1.14 FT (0.35 M) NORTH OF A FENCE
 AI9327'CORNER POST AND 1.03 FT (0.31 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0767 ***********************************************************************
 ML0767  DESIGNATION -  P 60
 ML0767  PID         -  ML0767
 ML0767  STATE/COUNTY-  NE/CUSTER
 ML0767  USGS QUAD   -  OCONTO (1974)
 ML0767
 ML0767                         *CURRENT SURVEY CONTROL
 ML0767  ___________________________________________________________________
 ML0767* NAD 83(1986)-  41 08 14.     (N)    099 45 34.     (W)     SCALED    
 ML0767* NAVD 88     -       782.524  (meters)    2567.33   (feet)  ADJUSTED  
 ML0767  ___________________________________________________________________
 ML0767  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 ML0767  DYNAMIC HT  -         782.086 (meters)    2565.89  (feet)  COMP
 ML0767  MODELED GRAV-     980,038.0   (mgal)                       NAVD 88
 ML0767
 ML0767  VERT ORDER  -  SECOND    CLASS 0
 ML0767
 ML0767.The horizontal coordinates were scaled from a topographic map and have
 ML0767.an estimated accuracy of +/- 6 seconds.
 ML0767
 ML0767.The orthometric height was determined by differential leveling
 ML0767.and adjusted by the National Geodetic Survey in June 1991..
 ML0767
 ML0767.The geoid height was determined by GEOID03.
 ML0767
 ML0767.The dynamic height is computed by dividing the NAVD 88
 ML0767.geopotential number by the normal gravity value computed on the
 ML0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0767.degrees latitude (g = 980.6199 gals.).
 ML0767
 ML0767.The modeled gravity was interpolated from observed gravity values.
 ML0767
 ML0767;                    North         East    Units  Estimated Accuracy
 ML0767;SPC NE       -   144,790.      520,190.      MT  (+/- 180 meters Scaled)
 ML0767
 ML0767                          SUPERSEDED SURVEY CONTROL
 ML0767
 ML0767  NGVD 29 (??/??/92)  782.244  (m)         2566.41   (f) ADJ UNCH    2 0
 ML0767
 ML0767.Superseded values are not recommended for survey control.
 ML0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0767.See file dsdata.txt to determine how the superseded data were derived.
 ML0767
 ML0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML362542(NAD 83)
 ML0767_MARKER: DB = BENCH MARK DISK
 ML0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0767_STAMPING: P 60 1934
 ML0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0767+STABILITY: SURFACE MOTION
 ML0767
 ML0767  HISTORY     - Date     Condition        Report By
 ML0767  HISTORY     - 1934     MONUMENTED       CGS
 ML0767  HISTORY     - 1950     GOOD             NGS
 ML0767
 ML0767                          STATION DESCRIPTION
 ML0767
 ML0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0767'AT OCONTO.
 ML0767'AT OCONTO, 0.1 MILE SOUTH OF THE SCHOOL, 219 FEET NORTH OF
 ML0767'THE NORTH RAIL OF THE UNION PACIFIC RAILROAD, ON THE EXTENDED
 ML0767'CENTER LINE OF A DIRT ROAD, LEADING NORTHWEST, 28 FEET SOUTHEAST
 ML0767'OF THE CENTER LINE OF STATE HIGHWAY 21, 28 FEET SOUTHEAST OF
 ML0767'THE SOUTHEAST CORNER OF A 4 FOOT CONCRETE CULVERT, 2.6 FEET
 ML0767'WEST OF A WITNESS POST, 1 FOOT WEST OF A FENCE, SET IN THE TOP
 ML0767'OF A CONCRETE POST WHICH IS 2 FEET BELOW THE TOP OF THE GROUND.
 ML0767'NOTE-- THIS MARK HAS BEEN COVERED OVER WHEN THE NEW HIGHWAY
 ML0767'WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0098 ***********************************************************************
 NP0098  DESIGNATION -  P 61
 NP0098  PID         -  NP0098
 NP0098  STATE/COUNTY-  NE/SHERIDAN
 NP0098  USGS QUAD   -  LAKESIDE (1989)
 NP0098
 NP0098                         *CURRENT SURVEY CONTROL
 NP0098  ___________________________________________________________________
 NP0098* NAD 83(1986)-  42 03 18.     (N)    102 25 06.     (W)     SCALED    
 NP0098* NAVD 88     -      1184.896  (meters)    3887.45   (feet)  ADJUSTED  
 NP0098  ___________________________________________________________________
 NP0098  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 NP0098  DYNAMIC HT  -        1184.217 (meters)    3885.22  (feet)  COMP
 NP0098  MODELED GRAV-     980,008.1   (mgal)                       NAVD 88
 NP0098
 NP0098  VERT ORDER  -  SECOND    CLASS 0
 NP0098
 NP0098.The horizontal coordinates were scaled from a topographic map and have
 NP0098.an estimated accuracy of +/- 6 seconds.
 NP0098
 NP0098.The orthometric height was determined by differential leveling
 NP0098.and adjusted by the National Geodetic Survey in June 1991..
 NP0098
 NP0098.The geoid height was determined by GEOID03.
 NP0098
 NP0098.The dynamic height is computed by dividing the NAVD 88
 NP0098.geopotential number by the normal gravity value computed on the
 NP0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0098.degrees latitude (g = 980.6199 gals.).
 NP0098
 NP0098.The modeled gravity was interpolated from observed gravity values.
 NP0098
 NP0098;                    North         East    Units  Estimated Accuracy
 NP0098;SPC NE       -   249,460.      299,900.      MT  (+/- 180 meters Scaled)
 NP0098
 NP0098                          SUPERSEDED SURVEY CONTROL
 NP0098
 NP0098  NGVD 29 (??/??/92) 1184.342  (m)         3885.63   (f) ADJ UNCH    2 0
 NP0098
 NP0098.Superseded values are not recommended for survey control.
 NP0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0098.See file dsdata.txt to determine how the superseded data were derived.
 NP0098
 NP0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG136591(NAD 83)
 NP0098_MARKER: DB = BENCH MARK DISK
 NP0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0098_STAMPING: P 61 1934
 NP0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0098+STABILITY: SURFACE MOTION
 NP0098
 NP0098  HISTORY     - Date     Condition        Report By
 NP0098  HISTORY     - 1934     MONUMENTED       CGS
 NP0098  HISTORY     - 1940     GOOD             NGS
 NP0098
 NP0098                          STATION DESCRIPTION
 NP0098
 NP0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NP0098'0.3 MI E FROM LAKE SIDE.
 NP0098'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0098'FROM THE STATION AT LAKE SIDE, SHERIDAN COUNTY, 0.3 MILE EAST
 NP0098'OF MILEPOST 342, AT THE WEST SLOPE OF A RISE, 141.5 FEET EAST
 NP0098'OF THE POINT OF A DERAILING SPUR, 58.2 FEET SOUTHWEST OF THE
 NP0098'SWITCH STAND OF A SPUR LEADING TO STOCK PENS, 48.6 FEET SOUTH
 NP0098'OF THE SOUTH RAIL OF THE MAIN TRACK, 2.5 FEET WEST OF A 4- BY
 NP0098'4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE GROUND, AND 4.0 FEET
 NP0098'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED P 61 1934 AND
 NP0098'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.7 FOOT
 NP0098'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0298 ***********************************************************************
 NO0298  DESIGNATION -  P 62
 NO0298  PID         -  NO0298
 NO0298  STATE/COUNTY-  NE/GRANT
 NO0298  USGS QUAD   -  WHITMAN (1987)
 NO0298
 NO0298                         *CURRENT SURVEY CONTROL
 NO0298  ___________________________________________________________________
 NO0298* NAD 83(1986)-  42 02 28.     (N)    101 31 21.     (W)     SCALED    
 NO0298* NAVD 88     -      1094.167  (meters)    3589.78   (feet)  ADJUSTED  
 NO0298  ___________________________________________________________________
 NO0298  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 NO0298  DYNAMIC HT  -        1093.566 (meters)    3587.81  (feet)  COMP
 NO0298  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 NO0298
 NO0298  VERT ORDER  -  SECOND    CLASS 0
 NO0298
 NO0298.The horizontal coordinates were scaled from a topographic map and have
 NO0298.an estimated accuracy of +/- 6 seconds.
 NO0298
 NO0298.The orthometric height was determined by differential leveling
 NO0298.and adjusted by the National Geodetic Survey in June 1991..
 NO0298
 NO0298.The geoid height was determined by GEOID03.
 NO0298
 NO0298.The dynamic height is computed by dividing the NAVD 88
 NO0298.geopotential number by the normal gravity value computed on the
 NO0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0298.degrees latitude (g = 980.6199 gals.).
 NO0298
 NO0298.The modeled gravity was interpolated from observed gravity values.
 NO0298
 NO0298;                    North         East    Units  Estimated Accuracy
 NO0298;SPC NE       -   246,230.      373,990.      MT  (+/- 180 meters Scaled)
 NO0298
 NO0298                          SUPERSEDED SURVEY CONTROL
 NO0298
 NO0298  NGVD 29 (??/??/92) 1093.735  (m)         3588.36   (f) ADJ UNCH    2 0
 NO0298
 NO0298.Superseded values are not recommended for survey control.
 NO0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0298.See file dsdata.txt to determine how the superseded data were derived.
 NO0298
 NO0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM912574(NAD 83)
 NO0298_MARKER: DB = BENCH MARK DISK
 NO0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0298_STAMPING: P 62 1934
 NO0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0298+STABILITY: SURFACE MOTION
 NO0298
 NO0298  HISTORY     - Date     Condition        Report By
 NO0298  HISTORY     - 1934     MONUMENTED       CGS
 NO0298  HISTORY     - 1982     MARK NOT FOUND   NEDR
 NO0298  HISTORY     - 19851008 MARK NOT FOUND   USPSQD
 NO0298
 NO0298                          STATION DESCRIPTION
 NO0298
 NO0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0298'AT WHITMAN.
 NO0298'AT WHITMAN, GRANT COUNTY, 47.4 FEET EAST OF THE SOUTHEAST CORNER
 NO0298'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, AT THE
 NO0298'SOUTHEAST CORNER OF A SMALL PARK, 14.2 FEET NORTH OF THE NORTH
 NO0298'RAIL OF THE MAIN TRACK, 1.7 FEET NORTH OF THE FENCE, AND 1.3
 NO0298'FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED P 62 1934 AND
 NO0298'SET IN THE TOP OF A CONCRETE POST.
 NO0298
 NO0298                          STATION RECOVERY (1982)
 NO0298
 NO0298'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1982
 NO0298'MARK NOT FOUND.
 NO0298
 NO0298                          STATION RECOVERY (1985)
 NO0298
 NO0298'RECOVERY NOTE BY US POWER SQUADRON 1985 (DNB)
 NO0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0183 ***********************************************************************
 MM0183  DESIGNATION -  P 63
 MM0183  PID         -  MM0183
 MM0183  STATE/COUNTY-  NE/THOMAS
 MM0183  USGS QUAD   -  THEDFORD (1986)
 MM0183
 MM0183                         *CURRENT SURVEY CONTROL
 MM0183  ___________________________________________________________________
 MM0183* NAD 83(1986)-  41 58 35.     (N)    100 34 32.     (W)     SCALED    
 MM0183* NAVD 88     -       866.933  (meters)    2844.26   (feet)  ADJUSTED  
 MM0183  ___________________________________________________________________
 MM0183  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 MM0183  DYNAMIC HT  -         866.487 (meters)    2842.80  (feet)  COMP
 MM0183  MODELED GRAV-     980,078.0   (mgal)                       NAVD 88
 MM0183
 MM0183  VERT ORDER  -  SECOND    CLASS 0
 MM0183
 MM0183.The horizontal coordinates were scaled from a topographic map and have
 MM0183.an estimated accuracy of +/- 6 seconds.
 MM0183
 MM0183.The orthometric height was determined by differential leveling
 MM0183.and adjusted by the National Geodetic Survey in June 1991..
 MM0183
 MM0183.The geoid height was determined by GEOID03.
 MM0183
 MM0183.The dynamic height is computed by dividing the NAVD 88
 MM0183.geopotential number by the normal gravity value computed on the
 MM0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0183.degrees latitude (g = 980.6199 gals.).
 MM0183
 MM0183.The modeled gravity was interpolated from observed gravity values.
 MM0183
 MM0183;                    North         East    Units  Estimated Accuracy
 MM0183;SPC NE       -   238,100.      452,310.      MT  (+/- 180 meters Scaled)
 MM0183
 MM0183                          SUPERSEDED SURVEY CONTROL
 MM0183
 MM0183  NGVD 29 (??/??/92)  866.618  (m)         2843.23   (f) ADJ UNCH    2 0
 MM0183
 MM0183.Superseded values are not recommended for survey control.
 MM0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0183.See file dsdata.txt to determine how the superseded data were derived.
 MM0183
 MM0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM694483(NAD 83)
 MM0183_MARKER: DB = BENCH MARK DISK
 MM0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0183_STAMPING: P 63 1934
 MM0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0183+STABILITY: SURFACE MOTION
 MM0183
 MM0183  HISTORY     - Date     Condition        Report By
 MM0183  HISTORY     - 1934     MONUMENTED       CGS
 MM0183  HISTORY     - 19850621 MARK NOT FOUND   USPSQD
 MM0183
 MM0183                          STATION DESCRIPTION
 MM0183
 MM0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0183'AT THEDFORD.
 MM0183'AT THEDFORD, THOMAS COUNTY, 51.8 FEET WEST OF THE WEST END OF THE
 MM0183'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, AT THE SOUTHWEST
 MM0183'CORNER OF A PARK, 23 FEET EAST OF A FENCE, 16.7 FEET NORTH OF
 MM0183'THE NORTH RAIL, AND 1.7 FEET NORTH OF THE FENCE.  A STANDARD
 MM0183'DISK, STAMPED P 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0183
 MM0183                          STATION RECOVERY (1985)
 MM0183
 MM0183'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 MM0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0162 ***********************************************************************
 MM0162  DESIGNATION -  P 64
 MM0162  PID         -  MM0162
 MM0162  STATE/COUNTY-  NE/THOMAS
 MM0162  USGS QUAD   -  THEDFORD (1986)
 MM0162
 MM0162                         *CURRENT SURVEY CONTROL
 MM0162  ___________________________________________________________________
 MM0162* NAD 83(1986)-  41 54 04.     (N)    100 33 41.     (W)     SCALED    
 MM0162* NAVD 88     -       887.376  (meters)    2911.33   (feet)  ADJUSTED  
 MM0162  ___________________________________________________________________
 MM0162  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 MM0162  DYNAMIC HT  -         886.914 (meters)    2909.82  (feet)  COMP
 MM0162  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 MM0162
 MM0162  VERT ORDER  -  SECOND    CLASS 0
 MM0162
 MM0162.The horizontal coordinates were scaled from a topographic map and have
 MM0162.an estimated accuracy of +/- 6 seconds.
 MM0162
 MM0162.The orthometric height was determined by differential leveling
 MM0162.and adjusted by the National Geodetic Survey in June 1991..
 MM0162
 MM0162.The geoid height was determined by GEOID03.
 MM0162
 MM0162.The dynamic height is computed by dividing the NAVD 88
 MM0162.geopotential number by the normal gravity value computed on the
 MM0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0162.degrees latitude (g = 980.6199 gals.).
 MM0162
 MM0162.The modeled gravity was interpolated from observed gravity values.
 MM0162
 MM0162;                    North         East    Units  Estimated Accuracy
 MM0162;SPC NE       -   229,730.      453,430.      MT  (+/- 180 meters Scaled)
 MM0162
 MM0162                          SUPERSEDED SURVEY CONTROL
 MM0162
 MM0162  NGVD 29 (??/??/92)  887.062  (m)         2910.30   (f) ADJ UNCH    2 0
 MM0162
 MM0162.Superseded values are not recommended for survey control.
 MM0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0162.See file dsdata.txt to determine how the superseded data were derived.
 MM0162
 MM0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM704399(NAD 83)
 MM0162_MARKER: DD = SURVEY DISK
 MM0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0162_SP_SET: SQUARE CONCRETE MONUMENT
 MM0162_STAMPING: P 64
 MM0162_MARK LOGO: CGS   
 MM0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0162+STABILITY: SURFACE MOTION
 MM0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0162+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1988
 MM0162
 MM0162  HISTORY     - Date     Condition        Report By
 MM0162  HISTORY     - 1934     MONUMENTED       CGS
 MM0162  HISTORY     - 1972     GOOD             LOCSUR
 MM0162  HISTORY     - 19880526 POOR             NGS
 MM0162
 MM0162                          STATION DESCRIPTION
 MM0162
 MM0162'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 MM0162'5.7 MI S FROM THEDFORD.
 MM0162'ABOUT 7.5 MI. SOUTH ALONG STATE HIGHWAY 83 FROM THE CHICAGO,
 MM0162'BURLINGTON, AND QUINCY RAILROAD (BURLINGTON NORTHERN)  AT THEDFORD,
 MM0162'THOMAS COUNTY, ABOUT 100 FEET SOUTH OF A FARM HOUSE, 48 FEET
 MM0162'WEST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET EAST OF THE
 MM0162'FENCE, ABOUT 198 FEET WEST OF STATION 1589+57 OF THE PROPOSED
 MM0162'NEW LOCATION OF HIGHWAY 83 AND PROTRUDING ABOUT 3.5 FEET
 MM0162'ABOVE THE GROUND.  IT APPEARS THIS CAP HAS BEEN MOVED.
 MM0162
 MM0162                          STATION RECOVERY (1988)
 MM0162
 MM0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MM0162'THE MARK WAS FOUND FULLY EXPOSED AND LEANING.  IT IS BEING USED AS A
 MM0162'FENCE POST BY A PRIVATE LAND OWNER AND HE REQUESTED THE DISK NOT BE
 MM0162'REMOVED BECAUSE OF POSSIBLE DAMAGE TO THE POST.  THIS MARK IS OF NO
 MM0162'VALUE AND SHOULD NOT BE USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0467 ***********************************************************************
 NN0467  DESIGNATION -  P 67
 NN0467  PID         -  NN0467
 NN0467  STATE/COUNTY-  NE/BROWN
 NN0467  USGS QUAD   -  RAVEN (1982)
 NN0467
 NN0467                         *CURRENT SURVEY CONTROL
 NN0467  ___________________________________________________________________
 NN0467* NAD 83(1986)-  42 15 04.     (N)    099 50 23.     (W)     SCALED    
 NN0467* NAVD 88     -       799.676  (meters)    2623.60   (feet)  ADJUSTED  
 NN0467  ___________________________________________________________________
 NN0467  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 NN0467  DYNAMIC HT  -         799.312 (meters)    2622.41  (feet)  COMP
 NN0467  MODELED GRAV-     980,139.9   (mgal)                       NAVD 88
 NN0467
 NN0467  VERT ORDER  -  SECOND    CLASS 0
 NN0467
 NN0467.The horizontal coordinates were scaled from a topographic map and have
 NN0467.an estimated accuracy of +/- 6 seconds.
 NN0467
 NN0467.The orthometric height was determined by differential leveling
 NN0467.and adjusted by the National Geodetic Survey in June 1991..
 NN0467
 NN0467.The geoid height was determined by GEOID03.
 NN0467
 NN0467.The dynamic height is computed by dividing the NAVD 88
 NN0467.geopotential number by the normal gravity value computed on the
 NN0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0467.degrees latitude (g = 980.6199 gals.).
 NN0467
 NN0467.The modeled gravity was interpolated from observed gravity values.
 NN0467
 NN0467;                    North         East    Units  Estimated Accuracy
 NN0467;SPC NE       -   268,460.      513,220.      MT  (+/- 180 meters Scaled)
 NN0467
 NN0467                          SUPERSEDED SURVEY CONTROL
 NN0467
 NN0467  NGVD 29 (??/??/92)  799.374  (m)         2622.61   (f) ADJ UNCH    2 0
 NN0467
 NN0467.Superseded values are not recommended for survey control.
 NN0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0467.See file dsdata.txt to determine how the superseded data were derived.
 NN0467
 NN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM307779(NAD 83)
 NN0467_MARKER: DB = BENCH MARK DISK
 NN0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0467_STAMPING: P 67 1935
 NN0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0467+STABILITY: SURFACE MOTION
 NN0467
 NN0467  HISTORY     - Date     Condition        Report By
 NN0467  HISTORY     - 1935     MONUMENTED       CGS
 NN0467  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0467
 NN0467                          STATION DESCRIPTION
 NN0467
 NN0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0467'21.0 MI S FROM AINSWORTH.
 NN0467'ABOUT 21.0 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0467'COURTHOUSE AT AINSWORTH, BROWN COUNTY, ABOUT 75 YARDS NORTHWEST
 NN0467'OF THE NORTHWEST CORNER OF THE J. HARITZ FARMHOUSE, 18 FEET
 NN0467'NORTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTH OF THE
 NN0467'NORTH END OF A CATTLE GATE, AND 4.5 FEET SOUTH OF THE RIGHT-OF-WAY
 NN0467'FENCE.  A STANDARD DISK, STAMPED P 67 1935 AND SET IN THE TOP
 NN0467'OF A CONCRETE POST.
 NN0467
 NN0467                          STATION RECOVERY (1975)
 NN0467
 NN0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0109 ***********************************************************************
 MM0109  DESIGNATION -  P 7
 MM0109  PID         -  MM0109
 MM0109  STATE/COUNTY-  NE/LINCOLN
 MM0109  USGS QUAD   -  HERSHEY EAST (1970)
 MM0109
 MM0109                         *CURRENT SURVEY CONTROL
 MM0109  ___________________________________________________________________
 MM0109* NAD 83(1986)-  41 09 30.     (N)    100 58 25.     (W)     SCALED    
 MM0109* NAVD 88     -       880.942  (meters)    2890.22   (feet)  ADJUSTED  
 MM0109  ___________________________________________________________________
 MM0109  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 MM0109  DYNAMIC HT  -         880.413 (meters)    2888.49  (feet)  COMP
 MM0109  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 MM0109
 MM0109  VERT ORDER  -  FIRST     CLASS II
 MM0109
 MM0109.The horizontal coordinates were scaled from a topographic map and have
 MM0109.an estimated accuracy of +/- 6 seconds.
 MM0109
 MM0109.The orthometric height was determined by differential leveling
 MM0109.and adjusted by the National Geodetic Survey in June 1991..
 MM0109
 MM0109.The geoid height was determined by GEOID03.
 MM0109
 MM0109.The dynamic height is computed by dividing the NAVD 88
 MM0109.geopotential number by the normal gravity value computed on the
 MM0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0109.degrees latitude (g = 980.6199 gals.).
 MM0109
 MM0109.The modeled gravity was interpolated from observed gravity values.
 MM0109
 MM0109;                    North         East    Units  Estimated Accuracy
 MM0109;SPC NE       -   147,570.      418,310.      MT  (+/- 180 meters Scaled)
 MM0109
 MM0109                          SUPERSEDED SURVEY CONTROL
 MM0109
 MM0109  NGVD 29 (02/14/92)  880.560  (m)         2888.97   (f) ADJUSTED    1 2
 MM0109
 MM0109.Superseded values are not recommended for survey control.
 MM0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0109.See file dsdata.txt to determine how the superseded data were derived.
 MM0109
 MM0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL344582(NAD 83)
 MM0109_MARKER: DB = BENCH MARK DISK
 MM0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0109_SP_SET: CONCRETE POST
 MM0109_STAMPING: P 7 1933 2888.997
 MM0109_MARK LOGO: CGS   
 MM0109_PROJECTION: RECESSED 20 CENTIMETERS
 MM0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0109+STABILITY: SURFACE MOTION
 MM0109
 MM0109  HISTORY     - Date     Condition        Report By
 MM0109  HISTORY     - 1933     MONUMENTED       CGS
 MM0109  HISTORY     - 1934     GOOD             NGS
 MM0109  HISTORY     - 1977     GOOD             DOD
 MM0109  HISTORY     - 1986     GOOD             NGS
 MM0109
 MM0109                          STATION DESCRIPTION
 MM0109
 MM0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0109'1.5 MI E FROM HERSHEY.
 MM0109'ABOUT 1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0109'HERSHEY, LINCOLN COUNTY, ABOUT 17 POLES WEST OF MILEPOST 295,
 MM0109'AT A ROAD CROSSING, 41 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MM0109'42.8 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 5.3
 MM0109'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 4.8 FEET EAST
 MM0109'OF THE EAST FENCE OF THE ROAD.  A STANDARD DISK, STAMPED 2888.997
 MM0109'P 7 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MM0109'3 INCHES ABOVE GROUND.
 MM0109
 MM0109                          STATION RECOVERY (1934)
 MM0109
 MM0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MM0109'RECOVERED IN GOOD CONDITION.
 MM0109
 MM0109                          STATION RECOVERY (1977)
 MM0109
 MM0109'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 MM0109'RECOVERED IN GOOD CONDITION.
 MM0109
 MM0109                          STATION RECOVERY (1986)
 MM0109
 MM0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0109'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.4 KM (1.5
 MM0109'MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE HIGHWAY 56 C
 MM0109'AT HERSHEY, THENCE 0.48 KM (0.3 MI) SOUTH ALONG DIRT ROAD, AT THE
 MM0109'CROSSING OF THE UNION PACIFIC RAILROAD, 12.5 METERS (41 FT) EAST OF
 MM0109'THE CENTER OF THE ROAD, 13.1 METERS (43 FT) NORTH OF THE NORTH RAIL OF
 MM0109'THE UNION PACIFIC RAILROAD, 1.7 METERS (5.5 FT) NORTH-NORTHEAST OF A
 MM0109'POWER POLE AND 1.6 METERS (5.3 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 MM0109'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MM0109'THE MARK IS 0.6 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0015 ***********************************************************************
 ML0015  DESIGNATION -  P 70
 ML0015  PID         -  ML0015
 ML0015  STATE/COUNTY-  NE/WHEELER
 ML0015  USGS QUAD   -  MIGNERY RANCH (1985)
 ML0015
 ML0015                         *CURRENT SURVEY CONTROL
 ML0015  ___________________________________________________________________
 ML0015* NAD 83(1986)-  41 59 15.     (N)    098 28 12.     (W)     SCALED    
 ML0015* NAVD 88     -       621.394  (meters)    2038.69   (feet)  ADJUSTED  
 ML0015  ___________________________________________________________________
 ML0015  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ML0015  DYNAMIC HT  -         621.127 (meters)    2037.81  (feet)  COMP
 ML0015  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 ML0015
 ML0015  VERT ORDER  -  SECOND    CLASS 0
 ML0015
 ML0015.The horizontal coordinates were scaled from a topographic map and have
 ML0015.an estimated accuracy of +/- 6 seconds.
 ML0015
 ML0015.The orthometric height was determined by differential leveling
 ML0015.and adjusted by the National Geodetic Survey in June 1991..
 ML0015
 ML0015.The geoid height was determined by GEOID03.
 ML0015
 ML0015.The dynamic height is computed by dividing the NAVD 88
 ML0015.geopotential number by the normal gravity value computed on the
 ML0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0015.degrees latitude (g = 980.6199 gals.).
 ML0015
 ML0015.The modeled gravity was interpolated from observed gravity values.
 ML0015
 ML0015;                    North         East    Units  Estimated Accuracy
 ML0015;SPC NE       -   240,290.      626,740.      MT  (+/- 180 meters Scaled)
 ML0015
 ML0015                          SUPERSEDED SURVEY CONTROL
 ML0015
 ML0015  NGVD 29 (??/??/92)  621.163  (m)         2037.93   (f) ADJ UNCH    2 0
 ML0015
 ML0015.Superseded values are not recommended for survey control.
 ML0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0015.See file dsdata.txt to determine how the superseded data were derived.
 ML0015
 ML0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM439485(NAD 83)
 ML0015_MARKER: DB = BENCH MARK DISK
 ML0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0015_STAMPING: P-70-1935
 ML0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0015+STABILITY: SURFACE MOTION
 ML0015
 ML0015  HISTORY     - Date     Condition        Report By
 ML0015  HISTORY     - 1935     MONUMENTED       CGS
 ML0015  HISTORY     - 1938     MARK NOT FOUND   NGS
 ML0015
 ML0015                          STATION DESCRIPTION
 ML0015
 ML0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0015'9.3 MI W FROM PARK CENTER.
 ML0015'9.3 MILES WEST OF HIGH SCHOOL BY HIGHWAY.  ALONG STATE HIGHWAY
 ML0015'53 BETWEEN PARK CENTER AND U.S. HIGHWAY 281, AT A POINT WHERE
 ML0015'THE RIGHT OF WAY FENCE TAKES A DECIDED JOG IN WIDTH, 102 FEET
 ML0015'NORTH OF THE CENTER LINE OF HIGHWAY, 30 FEET NORTH OF THE NORTH
 ML0015'EDGE OF A BORROW DITCH, 26.4 FEET SOUTH OF THE RIGHT OF WAY
 ML0015'FENCE, 22.5 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD,
 ML0015'3.8 FEET WEST OF LINE FENCE.  4.1 MILES E OF JCT 53 AND 281.
 ML0015
 ML0015                          STATION RECOVERY (1938)
 ML0015
 ML0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 ML0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0610 ***********************************************************************
 ML0610  DESIGNATION -  P 71
 ML0610  PID         -  ML0610
 ML0610  STATE/COUNTY-  NE/GARFIELD
 ML0610  USGS QUAD   -  BURWELL (1952)
 ML0610
 ML0610                         *CURRENT SURVEY CONTROL
 ML0610  ___________________________________________________________________
 ML0610* NAD 83(1986)-  41 46 09.     (N)    099 09 17.     (W)     SCALED    
 ML0610* NAVD 88     -       668.395  (meters)    2192.89   (feet)  ADJUSTED  
 ML0610  ___________________________________________________________________
 ML0610  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 ML0610  DYNAMIC HT  -         668.072 (meters)    2191.83  (feet)  COMP
 ML0610  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 ML0610
 ML0610  VERT ORDER  -  SECOND    CLASS 0
 ML0610
 ML0610.The horizontal coordinates were scaled from a topographic map and have
 ML0610.an estimated accuracy of +/- 6 seconds.
 ML0610
 ML0610.The orthometric height was determined by differential leveling
 ML0610.and adjusted by the National Geodetic Survey in June 1991..
 ML0610
 ML0610.The geoid height was determined by GEOID03.
 ML0610
 ML0610.The dynamic height is computed by dividing the NAVD 88
 ML0610.geopotential number by the normal gravity value computed on the
 ML0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0610.degrees latitude (g = 980.6199 gals.).
 ML0610
 ML0610.The modeled gravity was interpolated from observed gravity values.
 ML0610
 ML0610;                    North         East    Units  Estimated Accuracy
 ML0610;SPC NE       -   215,270.      570,260.      MT  (+/- 180 meters Scaled)
 ML0610
 ML0610                          SUPERSEDED SURVEY CONTROL
 ML0610
 ML0610  NGVD 29 (??/??/92)  668.133  (m)         2192.03   (f) ADJ UNCH    2 0
 ML0610
 ML0610.Superseded values are not recommended for survey control.
 ML0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0610.See file dsdata.txt to determine how the superseded data were derived.
 ML0610
 ML0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM871241(NAD 83)
 ML0610_MARKER: DB = BENCH MARK DISK
 ML0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0610_STAMPING: P-71 1935
 ML0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0610+STABILITY: SURFACE MOTION
 ML0610
 ML0610  HISTORY     - Date     Condition        Report By
 ML0610  HISTORY     - 1935     MONUMENTED       CGS
 ML0610  HISTORY     - 1952     MARK NOT FOUND   NGS
 ML0610
 ML0610                          STATION DESCRIPTION
 ML0610
 ML0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0610'1.6 MI SW FROM BURWELL.
 ML0610'1.6 MILES SOUTHWEST OF COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0610'HIGHWAY 53 BETWEEN BURWELL AND TAYLOR, AT THE JUNCTION OF T
 ML0610'ROAD, 33.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 33.2
 ML0610'FEET WEST OF THE CENTER LINE OF T ROAD, AND 5.4 FEET EAST OF
 ML0610'CORNER POST.
 ML0610
 ML0610                          STATION RECOVERY (1952)
 ML0610
 ML0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 ML0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0881 ***********************************************************************
 ML0881  CBN         -  This is a Cooperative Base Network Control Station.
 ML0881  DESIGNATION -  P 72
 ML0881  PID         -  ML0881
 ML0881  STATE/COUNTY-  NE/BLAINE
 ML0881  USGS QUAD   -  BREWSTER (1978)
 ML0881
 ML0881                         *CURRENT SURVEY CONTROL
 ML0881  ___________________________________________________________________
 ML0881* NAD 83(1995)-  41 56 08.38995(N)    099 51 52.87101(W)     ADJUSTED  
 ML0881* NAVD 88     -       761.710  (meters)    2499.04   (feet)  ADJUSTED  
 ML0881  ___________________________________________________________________
 ML0881  X           -    -814,177.812 (meters)                     COMP
 ML0881  Y           -  -4,682,064.862 (meters)                     COMP
 ML0881  Z           -   4,240,784.702 (meters)                     COMP
 ML0881  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 ML0881  ELLIP HEIGHT-         739.27  (meters)          (09/24/01) GPS OBS
 ML0881  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 ML0881  DYNAMIC HT  -         761.342 (meters)    2497.84  (feet)  COMP
 ML0881  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 ML0881
 ML0881  HORZ ORDER  -  B
 ML0881  VERT ORDER  -  SECOND    CLASS 0
 ML0881  ELLP ORDER  -  FOURTH    CLASS I
 ML0881
 ML0881.The horizontal coordinates were established by GPS observations
 ML0881.and adjusted by the National Geodetic Survey in June 1996..
 ML0881
 ML0881.The orthometric height was determined by differential leveling
 ML0881.and adjusted by the National Geodetic Survey in June 1991..
 ML0881
 ML0881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0881
 ML0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML0881
 ML0881.The ellipsoidal height was determined by GPS observations
 ML0881.and is referenced to NAD 83.
 ML0881
 ML0881.The geoid height was determined by GEOID03.
 ML0881
 ML0881.The dynamic height is computed by dividing the NAVD 88
 ML0881.geopotential number by the normal gravity value computed on the
 ML0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0881.degrees latitude (g = 980.6199 gals.).
 ML0881
 ML0881.The modeled gravity was interpolated from observed gravity values.
 ML0881
 ML0881;                    North         East     Units Scale Factor Converg.
 ML0881;SPC NE       -   233,422.993   511,218.600   MT  0.99968668   +0 05 22.8
 ML0881;UTM  14      - 4,642,994.602   428,316.346   MT  0.99966323   -0 34 40.4
 ML0881
 ML0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0881!SPC NE       -   0.99988406  x   0.99968668  =   0.99957078
 ML0881!UTM  14      -   0.99988406  x   0.99966323  =   0.99954733
 ML0881
 ML0881                          SUPERSEDED SURVEY CONTROL
 ML0881
 ML0881  ELLIP H (06/25/96)  739.33   (m)                       GP(       ) 1 1
 ML0881  NAVD 88 (06/25/96)  761.71   (m)         2499.0    (f) LEVELING    3  
 ML0881  NGVD 29 (??/??/92)  761.424  (m)         2498.11   (f) ADJ UNCH    2 0
 ML0881
 ML0881.Superseded values are not recommended for survey control.
 ML0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0881.See file dsdata.txt to determine how the superseded data were derived.
 ML0881
 ML0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM2831642995(NAD 83)
 ML0881_MARKER: DB = BENCH MARK DISK
 ML0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0881_STAMPING: P 72 1935
 ML0881_MARK LOGO: CGS   
 ML0881_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0881+STABILITY: SURFACE MOTION
 ML0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0881+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 ML0881
 ML0881  HISTORY     - Date     Condition        Report By
 ML0881  HISTORY     - 1935     MONUMENTED       CGS
 ML0881  HISTORY     - 1960     GOOD             NGS
 ML0881  HISTORY     - 19950524 GOOD             NGS
 ML0881  HISTORY     - 20030825 GOOD             NEDR
 ML0881
 ML0881                          STATION DESCRIPTION
 ML0881
 ML0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0881'AT BREWSTER.
 ML0881'AT ROAD JUNCTION SOUTH OF COURTHOUSE.  AT THE JUNCTION OF STATE
 ML0881'HIGHWAYS 7 AND 53, ABOUT 300 FEET SOUTHEAST OF THE SOUTHEAST
 ML0881'CORNER OF BLAINE COUNTY COURTHOUSE, 96 FEET EAST OF THE CENTER
 ML0881'LINE OF STATE HIGHWAY 7, 39 FEET SOUTH OF THE CENTER LINE OF
 ML0881'STATE HIGHWAY 53 EXTENDED.
 ML0881
 ML0881                          STATION RECOVERY (1960)
 ML0881
 ML0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 ML0881'RECOVERED IN GOOD CONDITION.
 ML0881
 ML0881                          STATION RECOVERY (1995)
 ML0881
 ML0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0881'THE MARK IS LOCATED AT BREWSTER, JUST SOUTH OF THE COURTHOUSE, IN THE
 ML0881'SOUTH EDGE OF TOWN, IN THE SE1/4, SEC28, T23N, R22W AND ON PROPERTY
 ML0881'OWNED BY ROY AND PEGGY SPENCER, HC63, BOX 30, BREWSTER, NEBRASKA.
 ML0881'TELEPHONE 308-547-2453.  THE DISK IS SET INTO THE TOP OF A SQUARE
 ML0881'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 86.0 FT (26.2
 ML0881'M) EAST AND 243.5 FT (74.2 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 ML0881'STONE PORTION OF THE COURTHOUSE BUILDING, 154.9 FT (47.2 M) SOUTHWEST
 ML0881'OF THE SOUTHWEST CORNER OF THE AMERICAN LEGION POST 323 BUILDING, 35.0
 ML0881'FT (10.7 M) SOUTH OF THE EXTENDED CENTERLINE OF A PAVED STREET LEADING
 ML0881'EAST, 3.4 FT (1.0 M) SOUTH OF AN EAST-WEST FENCE AND A WITNESS POST
 ML0881'AND ON THE EXTENDED CENTERLINE OF THE STREET LEADING NORTH PAST THE
 ML0881'COURTHOUSE.  REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE MARK.
 ML0881'PLEASE DO NOT LEAVE ANY LITTER AT THE MARK SITE.
 ML0881
 ML0881                          STATION RECOVERY (2003)
 ML0881
 ML0881'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003
 ML0881'RECOVERY NOTE BY THE NEBRASKA DEPARTMENT OF ROADS 2003 (KSM) RECOVERED
 ML0881'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0095 ***********************************************************************
 NO0095  DESIGNATION -  P 73
 NO0095  PID         -  NO0095
 NO0095  STATE/COUNTY-  NE/CHERRY
 NO0095  USGS QUAD   -  BROWNLEE FLATS (1985)
 NO0095
 NO0095                         *CURRENT SURVEY CONTROL
 NO0095  ___________________________________________________________________
 NO0095* NAD 83(1986)-  42 18 31.     (N)    100 38 21.     (W)     SCALED    
 NO0095* NAVD 88     -       881.151  (meters)    2890.91   (feet)  ADJUSTED  
 NO0095  ___________________________________________________________________
 NO0095  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 NO0095  DYNAMIC HT  -         880.725 (meters)    2889.51  (feet)  COMP
 NO0095  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 NO0095
 NO0095  VERT ORDER  -  SECOND    CLASS 0
 NO0095
 NO0095.The horizontal coordinates were scaled from a topographic map and have
 NO0095.an estimated accuracy of +/- 6 seconds.
 NO0095
 NO0095.The orthometric height was determined by differential leveling
 NO0095.and adjusted by the National Geodetic Survey in June 1991..
 NO0095
 NO0095.The geoid height was determined by GEOID03.
 NO0095
 NO0095.The dynamic height is computed by dividing the NAVD 88
 NO0095.geopotential number by the normal gravity value computed on the
 NO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0095.degrees latitude (g = 980.6199 gals.).
 NO0095
 NO0095.The modeled gravity was interpolated from observed gravity values.
 NO0095
 NO0095;                    North         East    Units  Estimated Accuracy
 NO0095;SPC NE       -   275,020.      447,310.      MT  (+/- 180 meters Scaled)
 NO0095
 NO0095                          SUPERSEDED SURVEY CONTROL
 NO0095
 NO0095  NGVD 29 (??/??/92)  880.839  (m)         2889.89   (f) ADJ UNCH    2 0
 NO0095
 NO0095.Superseded values are not recommended for survey control.
 NO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0095.See file dsdata.txt to determine how the superseded data were derived.
 NO0095
 NO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM649853(NAD 83)
 NO0095_MARKER: DB = BENCH MARK DISK
 NO0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0095_STAMPING: P 73 1934
 NO0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0095+STABILITY: SURFACE MOTION
 NO0095
 NO0095  HISTORY     - Date     Condition        Report By
 NO0095  HISTORY     - 1934     MONUMENTED       CGS
 NO0095  HISTORY     - 1984     GOOD             USGS
 NO0095
 NO0095                          STATION DESCRIPTION
 NO0095
 NO0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0095'2 MI N FROM BROWNLEE.
 NO0095'ABOUT 2.0 MILES NORTH ALONG THE SIMEON ROAD FROM THE POST OFFICE
 NO0095'AT BROWNLEE, CHERRY COUNTY, ABOUT 0.2 MILE NORTH OF A RANCHHOUSE,
 NO0095'NEAR A GROVE OF COTTONWOOD AND POPLAR TREES, 2.5 FEET SOUTHEAST
 NO0095'OF A FENCE CORNER, AND 1.7 FEET EAST OF THE FENCE.  A STANDARD
 NO0095'DISK, STAMPED P 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0095
 NO0095                          STATION RECOVERY (1984)
 NO0095
 NO0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0061 ***********************************************************************
 NP0061  DESIGNATION -  P 75
 NP0061  PID         -  NP0061
 NP0061  STATE/COUNTY-  NE/SHERIDAN
 NP0061  USGS QUAD   -  BOVEE VALLEY WEST (1969)
 NP0061
 NP0061                         *CURRENT SURVEY CONTROL
 NP0061  ___________________________________________________________________
 NP0061* NAD 83(1986)-  42 35 03.     (N)    102 09 25.     (W)     SCALED    
 NP0061* NAVD 88     -      1145.610  (meters)    3758.56   (feet)  ADJUSTED  
 NP0061  ___________________________________________________________________
 NP0061  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 NP0061  DYNAMIC HT  -        1145.034 (meters)    3756.67  (feet)  COMP
 NP0061  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 NP0061
 NP0061  VERT ORDER  -  SECOND    CLASS 0
 NP0061
 NP0061.The horizontal coordinates were scaled from a topographic map and have
 NP0061.an estimated accuracy of +/- 6 seconds.
 NP0061
 NP0061.The orthometric height was determined by differential leveling
 NP0061.and adjusted by the National Geodetic Survey in June 1991..
 NP0061
 NP0061.The geoid height was determined by GEOID03.
 NP0061
 NP0061.The dynamic height is computed by dividing the NAVD 88
 NP0061.geopotential number by the normal gravity value computed on the
 NP0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0061.degrees latitude (g = 980.6199 gals.).
 NP0061
 NP0061.The modeled gravity was interpolated from observed gravity values.
 NP0061
 NP0061;                    North         East    Units  Estimated Accuracy
 NP0061;SPC NE       -   307,640.      322,990.      MT  (+/- 180 meters Scaled)
 NP0061
 NP0061                          SUPERSEDED SURVEY CONTROL
 NP0061
 NP0061  NGVD 29 (??/??/92) 1145.104  (m)         3756.90   (f) ADJ UNCH    2 0
 NP0061
 NP0061.Superseded values are not recommended for survey control.
 NP0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0061.See file dsdata.txt to determine how the superseded data were derived.
 NP0061
 NP0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH332185(NAD 83)
 NP0061_MARKER: DB = BENCH MARK DISK
 NP0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0061_STAMPING: P 75 1934
 NP0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0061+STABILITY: SURFACE MOTION
 NP0061
 NP0061  HISTORY     - Date     Condition        Report By
 NP0061  HISTORY     - 1934     MONUMENTED       CGS
 NP0061
 NP0061                          STATION DESCRIPTION
 NP0061
 NP0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0061'14.6 MI S FROM GORDON.
 NP0061'14.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0061'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, THENCE
 NP0061'3.1 MILES SOUTH ALONG THE ELLSWORTH ROAD, NEAR THE CENTER OF SEC.
 NP0061'17, T. 30 N., R. 41 W., AND 110 FEET SOUTHWEST OF A POINT 30
 NP0061'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF TWO TRAILS.
 NP0061'A STANDARD DISK, STAMPED P 75 1934 AND SET IN THE TOP OF A
 NP0061'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0220 ***********************************************************************
 MN0220  DESIGNATION -  P 76
 MN0220  PID         -  MN0220
 MN0220  STATE/COUNTY-  NE/KIMBALL
 MN0220  USGS QUAD   -  OWASCO (1972)
 MN0220
 MN0220                         *CURRENT SURVEY CONTROL
 MN0220  ___________________________________________________________________
 MN0220* NAD 83(1986)-  41 14 14.     (N)    103 30 16.     (W)     SCALED    
 MN0220* NAVD 88     -      1386.499  (meters)    4548.87   (feet)  ADJUSTED  
 MN0220  ___________________________________________________________________
 MN0220  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 MN0220  DYNAMIC HT  -        1385.483 (meters)    4545.54  (feet)  COMP
 MN0220  MODELED GRAV-     979,842.3   (mgal)                       NAVD 88
 MN0220
 MN0220  VERT ORDER  -  SECOND    CLASS 0
 MN0220
 MN0220.The horizontal coordinates were scaled from a topographic map and have
 MN0220.an estimated accuracy of +/- 6 seconds.
 MN0220
 MN0220.The orthometric height was determined by differential leveling
 MN0220.and adjusted by the National Geodetic Survey in June 1991..
 MN0220
 MN0220.The geoid height was determined by GEOID03.
 MN0220
 MN0220.The dynamic height is computed by dividing the NAVD 88
 MN0220.geopotential number by the normal gravity value computed on the
 MN0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0220.degrees latitude (g = 980.6199 gals.).
 MN0220
 MN0220.The modeled gravity was interpolated from observed gravity values.
 MN0220
 MN0220;                    North         East    Units  Estimated Accuracy
 MN0220;SPC NE       -   161,820.      206,390.      MT  (+/- 180 meters Scaled)
 MN0220
 MN0220                          SUPERSEDED SURVEY CONTROL
 MN0220
 MN0220  NGVD 29 (??/??/92) 1385.822  (m)         4546.65   (f) ADJ UNCH    2 0
 MN0220
 MN0220.Superseded values are not recommended for survey control.
 MN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0220.See file dsdata.txt to determine how the superseded data were derived.
 MN0220
 MN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF253661(NAD 83)
 MN0220_MARKER: DB = BENCH MARK DISK
 MN0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0220_SP_SET: BRIDGE
 MN0220_STAMPING: P 76 1934
 MN0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0220
 MN0220  HISTORY     - Date     Condition        Report By
 MN0220  HISTORY     - 1934     MONUMENTED       CGS
 MN0220
 MN0220                          STATION DESCRIPTION
 MN0220
 MN0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0220'0.9 MI W FROM DIX.
 MN0220'0.9 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0220'AT DIX, KIMBALL COUNTY, AT BRIDGE 436.30 IN THE TOP OF THE
 MN0220'ABUTMENT, 8.1 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT
 MN0220'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P 76 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0226 ***********************************************************************
 MM0226  DESIGNATION -  P 8
 MM0226  PID         -  MM0226
 MM0226  STATE/COUNTY-  NE/KEITH
 MM0226  USGS QUAD   -  BRULE SE (1961)
 MM0226
 MM0226                         *CURRENT SURVEY CONTROL
 MM0226  ___________________________________________________________________
 MM0226* NAD 83(1986)-  41 05 43.     (N)    101 51 52.     (W)     SCALED    
 MM0226* NAVD 88     -       999.591  (meters)    3279.49   (feet)  ADJUSTED  
 MM0226  ___________________________________________________________________
 MM0226  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 MM0226  DYNAMIC HT  -         998.964 (meters)    3277.43  (feet)  COMP
 MM0226  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 MM0226
 MM0226  VERT ORDER  -  FIRST     CLASS II
 MM0226
 MM0226.The horizontal coordinates were scaled from a topographic map and have
 MM0226.an estimated accuracy of +/- 6 seconds.
 MM0226
 MM0226.The orthometric height was determined by differential leveling
 MM0226.and adjusted by the National Geodetic Survey in June 1991..
 MM0226.WARNING-Repeat measurements at this control monument indicate possible
 MM0226.vertical movement.
 MM0226
 MM0226.The geoid height was determined by GEOID03.
 MM0226
 MM0226.The dynamic height is computed by dividing the NAVD 88
 MM0226.geopotential number by the normal gravity value computed on the
 MM0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0226.degrees latitude (g = 980.6199 gals.).
 MM0226
 MM0226.The modeled gravity was interpolated from observed gravity values.
 MM0226
 MM0226;                    North         East    Units  Estimated Accuracy
 MM0226;SPC NE       -   141,800.      343,420.      MT  (+/- 180 meters Scaled)
 MM0226
 MM0226                          SUPERSEDED SURVEY CONTROL
 MM0226
 MM0226  NGVD 29 (02/14/92)  999.151  (m)         3278.05   (f) ADJUSTED    1 2
 MM0226
 MM0226.Superseded values are not recommended for survey control.
 MM0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0226.See file dsdata.txt to determine how the superseded data were derived.
 MM0226
 MM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL594532(NAD 83)
 MM0226_MARKER: DB = BENCH MARK DISK
 MM0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0226_SP_SET: CONCRETE POST
 MM0226_STAMPING: P 8 1933 3278.104
 MM0226_MARK LOGO: CGS   
 MM0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0226+STABILITY: SURFACE MOTION
 MM0226
 MM0226  HISTORY     - Date     Condition        Report By
 MM0226  HISTORY     - 1933     MONUMENTED       CGS
 MM0226  HISTORY     - 1972     GOOD             NGS
 MM0226  HISTORY     - 1985     GOOD             DMA
 MM0226  HISTORY     - 1986     GOOD             NGS
 MM0226  HISTORY     - 19980710 GOOD             USPSQD
 MM0226
 MM0226                          STATION DESCRIPTION
 MM0226
 MM0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0226'7.8 MI W FROM OGALLALA.
 MM0226'ABOUT 7.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0226'OGALLALA, KEITH COUNTY, ABOUT 17 POLES EAST OF MILEPOST 343, AT
 MM0226'A PRIVATE-ROAD CROSSING, 61 FEET WEST OF THE CENTER LINE OF THE
 MM0226'ROAD, ABOUT 200 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30,
 MM0226'80 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, 22.5 FEET
 MM0226'WEST OF A RIGHT-OF-WAY FENCE CORNER, IN LINE WITH A ROW OF POLES,
 MM0226'AND 11 FEET EAST OF A 2-POLE LINE SUPPORT.  A STANDARD DISK,
 MM0226'STAMPED 3278.104 P 8 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0226'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MM0226
 MM0226                          STATION RECOVERY (1972)
 MM0226
 MM0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MM0226'RECOVERED IN GOOD CONDITION.
 MM0226
 MM0226                          STATION RECOVERY (1985)
 MM0226
 MM0226'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MM0226'RECOVERED IN GOOD CONDITION.
 MM0226
 MM0226                          STATION RECOVERY (1986)
 MM0226
 MM0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0226'RECOVERD IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM (1.3 MI)
 MM0226'EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE ROUTE 51 A IN
 MM0226'BRULE, 0.3 METER (1 FT) SOUTH OF A WITNESS POST.
 MM0226
 MM0226                          STATION RECOVERY (1998)
 MM0226
 MM0226'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0407 ***********************************************************************
 LG0407  DESIGNATION -  P 80
 LG0407  PID         -  LG0407
 LG0407  STATE/COUNTY-  NE/LANCASTER
 LG0407  USGS QUAD   -  EMERALD (1978)
 LG0407
 LG0407                         *CURRENT SURVEY CONTROL
 LG0407  ___________________________________________________________________
 LG0407* NAD 83(1986)-  40 48 03.     (N)    096 52 22.     (W)     SCALED    
 LG0407* NAVD 88     -       385.896  (meters)    1266.06   (feet)  ADJUSTED  
 LG0407  ___________________________________________________________________
 LG0407  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 LG0407  DYNAMIC HT  -         385.711 (meters)    1265.45  (feet)  COMP
 LG0407  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 LG0407
 LG0407  VERT ORDER  -  SECOND    CLASS 0
 LG0407
 LG0407.The horizontal coordinates were scaled from a topographic map and have
 LG0407.an estimated accuracy of +/- 6 seconds.
 LG0407
 LG0407.The orthometric height was determined by differential leveling
 LG0407.and adjusted by the National Geodetic Survey in June 1991..
 LG0407
 LG0407.The geoid height was determined by GEOID03.
 LG0407
 LG0407.The dynamic height is computed by dividing the NAVD 88
 LG0407.geopotential number by the normal gravity value computed on the
 LG0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0407.degrees latitude (g = 980.6199 gals.).
 LG0407
 LG0407.The modeled gravity was interpolated from observed gravity values.
 LG0407
 LG0407;                    North         East    Units  Estimated Accuracy
 LG0407;SPC NE       -   112,190.      763,770.      MT  (+/- 180 meters Scaled)
 LG0407
 LG0407                          SUPERSEDED SURVEY CONTROL
 LG0407
 LG0407  NGVD 29 (??/??/92)  385.765  (m)         1265.63   (f) ADJ UNCH    2 0
 LG0407
 LG0407.Superseded values are not recommended for survey control.
 LG0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0407.See file dsdata.txt to determine how the superseded data were derived.
 LG0407
 LG0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL794188(NAD 83)
 LG0407_MARKER: DB = BENCH MARK DISK
 LG0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0407_SP_SET: BRIDGE ABUTMENT
 LG0407_STAMPING: P 80 1935
 LG0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0407
 LG0407  HISTORY     - Date     Condition        Report By
 LG0407  HISTORY     - 1935     MONUMENTED       CGS
 LG0407  HISTORY     - 1939     GOOD             NGS
 LG0407  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0407  HISTORY     - 20060205 MARK NOT FOUND   GEOCAC
 LG0407
 LG0407                          STATION DESCRIPTION
 LG0407
 LG0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LG0407'2 MI W FROM EMERALD.
 LG0407'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0407'FROM THE STATION AT EMERALD, LANCASTER COUNTY, 1.7 MILES EAST
 LG0407'OF THE LANCASTER-SEWARD COUNTY LINE, 7-1/2 RAILS WEST OF MILEPOST
 LG0407'10, AT A BRIDGE OVER A COUNTY ROAD, IN THE TOP OF THE NORTHWEST
 LG0407'CORNER OF THE CONCRETE ABUTMENT, 17.4 FEET NORTH OF THE NORTH
 LG0407'RAIL, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LG0407'STAMPED P 80 1935.
 LG0407
 LG0407                          STATION RECOVERY (1990)
 LG0407
 LG0407'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0407'MARK NOT FOUND.
 LG0407
 LG0407                          STATION RECOVERY (2006)
 LG0407
 LG0407'RECOVERY NOTE BY GEOCACHING 2006 (MDF)
 LG0407'NORTH ABUTMENT HAS BEEN RAISED, MARK COVERED BY POURED CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1268 ***********************************************************************
 MK1268  DESIGNATION -  P 81
 MK1268  PID         -  MK1268
 MK1268  STATE/COUNTY-  NE/BUTLER
 MK1268  USGS QUAD   -  BRAINARD (1965)
 MK1268
 MK1268                         *CURRENT SURVEY CONTROL
 MK1268  ___________________________________________________________________
 MK1268* NAD 83(1986)-  41 12 06.     (N)    097 00 08.     (W)     SCALED    
 MK1268* NAVD 88     -       511.246  (meters)    1677.31   (feet)  ADJUSTED  
 MK1268  ___________________________________________________________________
 MK1268  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 MK1268  DYNAMIC HT  -         510.993 (meters)    1676.48  (feet)  COMP
 MK1268  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 MK1268
 MK1268  VERT ORDER  -  SECOND    CLASS 0
 MK1268
 MK1268.The horizontal coordinates were scaled from a topographic map and have
 MK1268.an estimated accuracy of +/- 6 seconds.
 MK1268
 MK1268.The orthometric height was determined by differential leveling
 MK1268.and adjusted by the National Geodetic Survey in June 1991..
 MK1268
 MK1268.The geoid height was determined by GEOID03.
 MK1268
 MK1268.The dynamic height is computed by dividing the NAVD 88
 MK1268.geopotential number by the normal gravity value computed on the
 MK1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1268.degrees latitude (g = 980.6199 gals.).
 MK1268
 MK1268.The modeled gravity was interpolated from observed gravity values.
 MK1268
 MK1268;                    North         East    Units  Estimated Accuracy
 MK1268;SPC NE       -   156,280.      751,320.      MT  (+/- 180 meters Scaled)
 MK1268
 MK1268                          SUPERSEDED SURVEY CONTROL
 MK1268
 MK1268  NGVD 29 (??/??/92)  511.062  (m)         1676.71   (f) ADJ UNCH    2 0
 MK1268
 MK1268.Superseded values are not recommended for survey control.
 MK1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1268.See file dsdata.txt to determine how the superseded data were derived.
 MK1268
 MK1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL675630(NAD 83)
 MK1268_MARKER: DB = BENCH MARK DISK
 MK1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1268_STAMPING: P 81 1935
 MK1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1268+STABILITY: SURFACE MOTION
 MK1268
 MK1268  HISTORY     - Date     Condition        Report By
 MK1268  HISTORY     - 1935     MONUMENTED       CGS
 MK1268  HISTORY     - 1961     MARK NOT FOUND   NGS
 MK1268  HISTORY     - 1964     MARK NOT FOUND   USGS
 MK1268
 MK1268                          STATION DESCRIPTION
 MK1268
 MK1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MK1268'1.2 MI N FROM BRAINARD.
 MK1268'1.2 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK1268'THE STATION AT BRAINARD, BUTLER COUNTY, 0.2 MILE SOUTH OF THE
 MK1268'CROSSING OF THE UNION PACIFIC RAILROAD, 425 FEET SOUTH OF A
 MK1268'ROAD CROSSING, 38.3 FEET EAST OF A FENCE, AND 15.6 FEET WEST OF
 MK1268'THE WEST RAIL.  A STANDARD DISK, STAMPED P 81 1935 AND SET IN
 MK1268'THE TOP OF A CONCRETE POST.
 MK1268
 MK1268                          STATION RECOVERY (1964)
 MK1268
 MK1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MK1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0927 ***********************************************************************
 MK0927  DESIGNATION -  P 82
 MK0927  PID         -  MK0927
 MK0927  STATE/COUNTY-  NE/SAUNDERS
 MK0927  USGS QUAD   -  CERESCO (1969)
 MK0927
 MK0927                         *CURRENT SURVEY CONTROL
 MK0927  ___________________________________________________________________
 MK0927* NAD 83(1986)-  41 04 33.     (N)    096 38 25.     (W)     SCALED    
 MK0927* NAVD 88     -       377.173  (meters)    1237.44   (feet)  ADJUSTED  
 MK0927  ___________________________________________________________________
 MK0927  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 MK0927  DYNAMIC HT  -         376.999 (meters)    1236.87  (feet)  COMP
 MK0927  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 MK0927
 MK0927  VERT ORDER  -  SECOND    CLASS 0
 MK0927
 MK0927.The horizontal coordinates were scaled from a topographic map and have
 MK0927.an estimated accuracy of +/- 6 seconds.
 MK0927
 MK0927.The orthometric height was determined by differential leveling
 MK0927.and adjusted by the National Geodetic Survey in June 1991..
 MK0927
 MK0927.The geoid height was determined by GEOID03.
 MK0927
 MK0927.The dynamic height is computed by dividing the NAVD 88
 MK0927.geopotential number by the normal gravity value computed on the
 MK0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0927.degrees latitude (g = 980.6199 gals.).
 MK0927
 MK0927.The modeled gravity was interpolated from observed gravity values.
 MK0927
 MK0927;                    North         East    Units  Estimated Accuracy
 MK0927;SPC NE       -   143,430.      782,190.      MT  (+/- 180 meters Scaled)
 MK0927
 MK0927                          SUPERSEDED SURVEY CONTROL
 MK0927
 MK0927  NGVD 29 (??/??/92)  377.041  (m)         1237.01   (f) ADJ UNCH    2 0
 MK0927
 MK0927.Superseded values are not recommended for survey control.
 MK0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0927.See file dsdata.txt to determine how the superseded data were derived.
 MK0927
 MK0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL982498(NAD 83)
 MK0927_MARKER: DB = BENCH MARK DISK
 MK0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0927_STAMPING: P 82 1935
 MK0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0927+STABILITY: SURFACE MOTION
 MK0927
 MK0927  HISTORY     - Date     Condition        Report By
 MK0927  HISTORY     - 1935     MONUMENTED       CGS
 MK0927  HISTORY     - 1968     MARK NOT FOUND   NGS
 MK0927
 MK0927                          STATION DESCRIPTION
 MK0927
 MK0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0927'1.3 MI N FROM CERESCO.
 MK0927'1.3 MILES NORTH OF CREASCO BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK0927'WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA, 450 FEET
 MK0927'NORTH OF BRIDGE, 46.7 FEET EAST OF EAST RAIL, 39.7 FEET WEST
 MK0927'OF CENTER LINE OF U.S. HIGHWAY 77.
 MK0927
 MK0927                          STATION RECOVERY (1968)
 MK0927
 MK0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MK0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0019 ***********************************************************************
 ML0019  DESIGNATION -  P 83
 ML0019  PID         -  ML0019
 ML0019  STATE/COUNTY-  NE/BOONE
 ML0019  USGS QUAD   -  ELGIN (1985)
 ML0019
 ML0019                         *CURRENT SURVEY CONTROL
 ML0019  ___________________________________________________________________
 ML0019* NAD 83(1986)-  41 58 27.     (N)    098 05 05.     (W)     SCALED    
 ML0019* NAVD 88     -       593.006  (meters)    1945.55   (feet)  ADJUSTED  
 ML0019  ___________________________________________________________________
 ML0019  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 ML0019  DYNAMIC HT  -         592.754 (meters)    1944.73  (feet)  COMP
 ML0019  MODELED GRAV-     980,177.5   (mgal)                       NAVD 88
 ML0019
 ML0019  VERT ORDER  -  SECOND    CLASS 0
 ML0019
 ML0019.The horizontal coordinates were scaled from a topographic map and have
 ML0019.an estimated accuracy of +/- 6 seconds.
 ML0019
 ML0019.The orthometric height was determined by differential leveling
 ML0019.and adjusted by the National Geodetic Survey in June 1991..
 ML0019
 ML0019.The geoid height was determined by GEOID03.
 ML0019
 ML0019.The dynamic height is computed by dividing the NAVD 88
 ML0019.geopotential number by the normal gravity value computed on the
 ML0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0019.degrees latitude (g = 980.6199 gals.).
 ML0019
 ML0019.The modeled gravity was interpolated from observed gravity values.
 ML0019
 ML0019;                    North         East    Units  Estimated Accuracy
 ML0019;SPC NE       -   239,450.      658,690.      MT  (+/- 180 meters Scaled)
 ML0019
 ML0019                          SUPERSEDED SURVEY CONTROL
 ML0019
 ML0019  NGVD 29 (??/??/92)  592.764  (m)         1944.76   (f) ADJ UNCH    2 0
 ML0019
 ML0019.Superseded values are not recommended for survey control.
 ML0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0019.See file dsdata.txt to determine how the superseded data were derived.
 ML0019
 ML0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM758473(NAD 83)
 ML0019_MARKER: DB = BENCH MARK DISK
 ML0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0019_STAMPING: P-83-1935
 ML0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0019+STABILITY: SURFACE MOTION
 ML0019
 ML0019  HISTORY     - Date     Condition        Report By
 ML0019  HISTORY     - 1935     MONUMENTED       CGS
 ML0019  HISTORY     - 1968     MARK NOT FOUND   LOCENG
 ML0019
 ML0019                          STATION DESCRIPTION
 ML0019
 ML0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0019'0.7 MI S FROM ELGIN.
 ML0019'0.7 MILES SOUTH OF ELGIN.  ALONG THE CHICAGO AND NORTH WESTERN
 ML0019'RAILROAD BETWEEN ELGIN AND ALBION, 456 FEET NORTH OF RAILROAD
 ML0019'CROSSING, 443 FEET NORTH OF CULVERT NO. D23.1 1/2, 52.7 FEET
 ML0019'EAST OF THE EAST RAIL, 2.8 FEET WEST OF FENCE.  NOTE-- CULVERT
 ML0019'NUMBER MIGHT ACTUALLY READ D 231 1/2.
 ML0019
 ML0019                          STATION RECOVERY (1968)
 ML0019
 ML0019'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 ML0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1632 ***********************************************************************
 MK1632  DESIGNATION -  P 84
 MK1632  PID         -  MK1632
 MK1632  STATE/COUNTY-  NE/MADISON
 MK1632  USGS QUAD   -  NEWMAN GROVE (1985)
 MK1632
 MK1632                         *CURRENT SURVEY CONTROL
 MK1632  ___________________________________________________________________
 MK1632* NAD 83(1986)-  41 44 39.     (N)    097 46 37.     (W)     SCALED    
 MK1632* NAVD 88     -       530.723  (meters)    1741.21   (feet)  ADJUSTED  
 MK1632  ___________________________________________________________________
 MK1632  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 MK1632  DYNAMIC HT  -         530.506 (meters)    1740.50  (feet)  COMP
 MK1632  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 MK1632
 MK1632  VERT ORDER  -  SECOND    CLASS 0
 MK1632
 MK1632.The horizontal coordinates were scaled from a topographic map and have
 MK1632.an estimated accuracy of +/- 6 seconds.
 MK1632
 MK1632.The orthometric height was determined by differential leveling
 MK1632.and adjusted by the National Geodetic Survey in June 1991..
 MK1632
 MK1632.The geoid height was determined by GEOID03.
 MK1632
 MK1632.The dynamic height is computed by dividing the NAVD 88
 MK1632.geopotential number by the normal gravity value computed on the
 MK1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1632.degrees latitude (g = 980.6199 gals.).
 MK1632
 MK1632.The modeled gravity was interpolated from observed gravity values.
 MK1632
 MK1632;                    North         East    Units  Estimated Accuracy
 MK1632;SPC NE       -   214,530.      684,840.      MT  (+/- 180 meters Scaled)
 MK1632
 MK1632                          SUPERSEDED SURVEY CONTROL
 MK1632
 MK1632  NGVD 29 (??/??/92)  530.527  (m)         1740.57   (f) ADJ UNCH    2 0
 MK1632
 MK1632.Superseded values are not recommended for survey control.
 MK1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1632.See file dsdata.txt to determine how the superseded data were derived.
 MK1632
 MK1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM016220(NAD 83)
 MK1632_MARKER: DB = BENCH MARK DISK
 MK1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1632_STAMPING: P 84 1935
 MK1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1632+STABILITY: SURFACE MOTION
 MK1632
 MK1632  HISTORY     - Date     Condition        Report By
 MK1632  HISTORY     - 1935     MONUMENTED       CGS
 MK1632  HISTORY     - 1950     GOOD             NGS
 MK1632  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1632
 MK1632                          STATION DESCRIPTION
 MK1632
 MK1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1632'AT NEWMAN GROVE.
 MK1632'AT NEWMAN GROVE, AT THE CHICAGO AND NORTH WESTERN RAILROAD STATION,
 MK1632'97 FEET NORTHEAST OF THE NORTHWEST CORNER OF A ROW OF STORAGE
 MK1632'BINS, 27.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 66.5
 MK1632'FEET SOUTH OF THE SOUTH CURB OF A PAVED STREET, 1.8 FEET WEST
 MK1632'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1632'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK1632
 MK1632                          STATION RECOVERY (1965)
 MK1632
 MK1632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0067 ***********************************************************************
 ML0067  DESIGNATION -  P 85
 ML0067  PID         -  ML0067
 ML0067  STATE/COUNTY-  NE/BOONE
 ML0067  USGS QUAD   -  CEDAR RAPIDS SE (1985)
 ML0067
 ML0067                         *CURRENT SURVEY CONTROL
 ML0067  ___________________________________________________________________
 ML0067* NAD 83(1986)-  41 34 05.     (N)    098 00 29.     (W)     SCALED    
 ML0067* NAVD 88     -       549.479  (meters)    1802.75   (feet)  ADJUSTED  
 ML0067  ___________________________________________________________________
 ML0067  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 ML0067  DYNAMIC HT  -         549.228 (meters)    1801.93  (feet)  COMP
 ML0067  MODELED GRAV-     980,148.3   (mgal)                       NAVD 88
 ML0067
 ML0067  VERT ORDER  -  SECOND    CLASS 0
 ML0067
 ML0067.The horizontal coordinates were scaled from a topographic map and have
 ML0067.an estimated accuracy of +/- 6 seconds.
 ML0067
 ML0067.The orthometric height was determined by differential leveling
 ML0067.and adjusted by the National Geodetic Survey in June 1991..
 ML0067
 ML0067.The geoid height was determined by GEOID03.
 ML0067
 ML0067.The dynamic height is computed by dividing the NAVD 88
 ML0067.geopotential number by the normal gravity value computed on the
 ML0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0067.degrees latitude (g = 980.6199 gals.).
 ML0067
 ML0067.The modeled gravity was interpolated from observed gravity values.
 ML0067
 ML0067;                    North         East    Units  Estimated Accuracy
 ML0067;SPC NE       -   194,510.      666,070.      MT  (+/- 180 meters Scaled)
 ML0067
 ML0067                          SUPERSEDED SURVEY CONTROL
 ML0067
 ML0067  NGVD 29 (??/??/92)  549.256  (m)         1802.02   (f) ADJ UNCH    2 0
 ML0067
 ML0067.Superseded values are not recommended for survey control.
 ML0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0067.See file dsdata.txt to determine how the superseded data were derived.
 ML0067
 ML0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM827022(NAD 83)
 ML0067_MARKER: DB = BENCH MARK DISK
 ML0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0067_STAMPING: P 85 1935
 ML0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0067+STABILITY: SURFACE MOTION
 ML0067
 ML0067  HISTORY     - Date     Condition        Report By
 ML0067  HISTORY     - 1935     MONUMENTED       CGS
 ML0067  HISTORY     - 1954     MARK NOT FOUND   NGS
 ML0067
 ML0067                          STATION DESCRIPTION
 ML0067
 ML0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0067'7.3 MI W FROM ST EDWARD.
 ML0067'7.3 MILES WEST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 ML0067'ST. EDWARD, BOONE COUNTY, 0.2 MILE WEST OF THE INTERSECTION OF
 ML0067'STATE HIGHWAY 14, 180 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 ML0067'WOODEN BRIDGE, 33.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0067'AND 2.8 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED P 85 1935
 ML0067'AND SET IN THE TOP OF A CONCRETE POST.
 ML0067
 ML0067                          STATION RECOVERY (1954)
 ML0067
 ML0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 ML0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1193 ***********************************************************************
 MK1193  DESIGNATION -  P 86
 MK1193  PID         -  MK1193
 MK1193  STATE/COUNTY-  NE/PLATTE
 MK1193  USGS QUAD   -  HUMPHREY (1976)
 MK1193
 MK1193                         *CURRENT SURVEY CONTROL
 MK1193  ___________________________________________________________________
 MK1193* NAD 83(1986)-  41 43 20.     (N)    097 25 34.     (W)     SCALED    
 MK1193* NAVD 88     -       489.295  (meters)    1605.30   (feet)  ADJUSTED  
 MK1193  ___________________________________________________________________
 MK1193  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 MK1193  DYNAMIC HT  -         489.090 (meters)    1604.62  (feet)  COMP
 MK1193  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 MK1193
 MK1193  VERT ORDER  -  SECOND    CLASS 0
 MK1193
 MK1193.The horizontal coordinates were scaled from a topographic map and have
 MK1193.an estimated accuracy of +/- 6 seconds.
 MK1193
 MK1193.The orthometric height was determined by differential leveling
 MK1193.and adjusted by the National Geodetic Survey in June 1991..
 MK1193
 MK1193.The geoid height was determined by GEOID03.
 MK1193
 MK1193.The dynamic height is computed by dividing the NAVD 88
 MK1193.geopotential number by the normal gravity value computed on the
 MK1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1193.degrees latitude (g = 980.6199 gals.).
 MK1193
 MK1193.The modeled gravity was interpolated from observed gravity values.
 MK1193
 MK1193;                    North         East    Units  Estimated Accuracy
 MK1193;SPC NE       -   212,900.      714,070.      MT  (+/- 180 meters Scaled)
 MK1193
 MK1193                          SUPERSEDED SURVEY CONTROL
 MK1193
 MK1193  NGVD 29 (??/??/92)  489.107  (m)         1604.68   (f) ADJ UNCH    2 0
 MK1193
 MK1193.Superseded values are not recommended for survey control.
 MK1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1193.See file dsdata.txt to determine how the superseded data were derived.
 MK1193
 MK1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM309201(NAD 83)
 MK1193_MARKER: DB = BENCH MARK DISK
 MK1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1193_STAMPING: P-86-1935
 MK1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1193+STABILITY: SURFACE MOTION
 MK1193
 MK1193  HISTORY     - Date     Condition        Report By
 MK1193  HISTORY     - 1935     MONUMENTED       CGS
 MK1193  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1193
 MK1193                          STATION DESCRIPTION
 MK1193
 MK1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1193'3.8 MI W FROM CRESTON.
 MK1193'3.8 MILES WEST OF CRESTON, ALONG THE CHICAGO AND NORTH
 MK1193'WESTERN RAILROAD BETWEEN HUMPHREY AND HOOPER, ABOUT 600 FEET
 MK1193'NORTHEAST OF FARM HOUSE, 450 FEET WEST OF BRIDGE NO. D-111,
 MK1193'AT CROSSING1 1.8 FEET SOUTH OF FENCE.
 MK1193
 MK1193                          STATION RECOVERY (1965)
 MK1193
 MK1193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1164 ***********************************************************************
 MK1164  DESIGNATION -  P 87
 MK1164  PID         -  MK1164
 MK1164  STATE/COUNTY-  NE/STANTON
 MK1164  USGS QUAD   -  STANTON SE (1966)
 MK1164
 MK1164                         *CURRENT SURVEY CONTROL
 MK1164  ___________________________________________________________________
 MK1164* NAD 83(1986)-  41 47 23.     (N)    097 03 30.     (W)     SCALED    
 MK1164* NAVD 88     -       487.822  (meters)    1600.46   (feet)  ADJUSTED  
 MK1164  ___________________________________________________________________
 MK1164  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 MK1164  DYNAMIC HT  -         487.627 (meters)    1599.82  (feet)  COMP
 MK1164  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 MK1164
 MK1164  VERT ORDER  -  SECOND    CLASS 0
 MK1164
 MK1164.The horizontal coordinates were scaled from a topographic map and have
 MK1164.an estimated accuracy of +/- 6 seconds.
 MK1164
 MK1164.The orthometric height was determined by differential leveling
 MK1164.and adjusted by the National Geodetic Survey in June 1991..
 MK1164
 MK1164.The geoid height was determined by GEOID03.
 MK1164
 MK1164.The dynamic height is computed by dividing the NAVD 88
 MK1164.geopotential number by the normal gravity value computed on the
 MK1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1164.degrees latitude (g = 980.6199 gals.).
 MK1164
 MK1164.The modeled gravity was interpolated from observed gravity values.
 MK1164
 MK1164;                    North         East    Units  Estimated Accuracy
 MK1164;SPC NE       -   221,370.      744,390.      MT  (+/- 180 meters Scaled)
 MK1164
 MK1164                          SUPERSEDED SURVEY CONTROL
 MK1164
 MK1164  NGVD 29 (??/??/92)  487.640  (m)         1599.87   (f) ADJ UNCH    2 0
 MK1164
 MK1164.Superseded values are not recommended for survey control.
 MK1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1164.See file dsdata.txt to determine how the superseded data were derived.
 MK1164
 MK1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM613282(NAD 83)
 MK1164_MARKER: DB = BENCH MARK DISK
 MK1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1164_STAMPING: P-87-1935
 MK1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1164+STABILITY: SURFACE MOTION
 MK1164
 MK1164  HISTORY     - Date     Condition        Report By
 MK1164  HISTORY     - 1935     MONUMENTED       CGS
 MK1164  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK1164
 MK1164                          STATION DESCRIPTION
 MK1164
 MK1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1164'7 MI NE FROM CLARKSON.
 MK1164'7.0 MILES NORTHEAST OF CLARKSON BY HIGHWAY.  ALONG STATE HIGHWAY
 MK1164'NO. 15 BETWEEN SCHUYLER AND PILGER, 4.0 MILES NORTH OF JUNCTION
 MK1164'OF HIGHWAY 15 WITH HIGHWAY 91, 66.7 FEET SOUTHWEST OF INTERSECTION
 MK1164'OF HIGHWAY AND LANE, 61.7 FEET SOUTH OF THE CENTER LINE OF LANE,
 MK1164'30.7 FEET WEST OF THE CENTER LINE OF HIGHWAY, 3.4 FEET EAST OF
 MK1164'FENCE.
 MK1164
 MK1164                          STATION RECOVERY (1966)
 MK1164
 MK1164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0088 ***********************************************************************
 MN0088  DESIGNATION -  P 9
 MN0088  PID         -  MN0088
 MN0088  STATE/COUNTY-  NE/CHEYENNE
 MN0088  USGS QUAD   -  GURLEY (1972)
 MN0088
 MN0088                         *CURRENT SURVEY CONTROL
 MN0088  ___________________________________________________________________
 MN0088* NAD 83(1986)-  41 20 10.     (N)    102 58 25.     (W)     SCALED    
 MN0088* NAVD 88     -      1304.146  (meters)    4278.69   (feet)  ADJUSTED  
 MN0088  ___________________________________________________________________
 MN0088  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 MN0088  DYNAMIC HT  -        1303.234 (meters)    4275.69  (feet)  COMP
 MN0088  MODELED GRAV-     979,878.5   (mgal)                       NAVD 88
 MN0088
 MN0088  VERT ORDER  -  FIRST     CLASS II
 MN0088
 MN0088.The horizontal coordinates were scaled from a topographic map and have
 MN0088.an estimated accuracy of +/- 6 seconds.
 MN0088
 MN0088.The orthometric height was determined by differential leveling
 MN0088.and adjusted by the National Geodetic Survey in June 1991..
 MN0088
 MN0088.The geoid height was determined by GEOID03.
 MN0088
 MN0088.The dynamic height is computed by dividing the NAVD 88
 MN0088.geopotential number by the normal gravity value computed on the
 MN0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0088.degrees latitude (g = 980.6199 gals.).
 MN0088
 MN0088.The modeled gravity was interpolated from observed gravity values.
 MN0088
 MN0088;                    North         East    Units  Estimated Accuracy
 MN0088;SPC NE       -   171,130.      251,220.      MT  (+/- 180 meters Scaled)
 MN0088
 MN0088                          SUPERSEDED SURVEY CONTROL
 MN0088
 MN0088  NGVD 29 (??/??/92) 1303.496  (m)         4276.55   (f) ADJ UNCH    1 2
 MN0088
 MN0088.Superseded values are not recommended for survey control.
 MN0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0088.See file dsdata.txt to determine how the superseded data were derived.
 MN0088
 MN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF695780(NAD 83)
 MN0088_MARKER: DB = BENCH MARK DISK
 MN0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0088_SP_SET: CONCRETE POST
 MN0088_STAMPING: P 9 1933 4276.553
 MN0088_MARK LOGO: CGS   
 MN0088_PROJECTION: FLUSH
 MN0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0088+STABILITY: SURFACE MOTION
 MN0088
 MN0088  HISTORY     - Date     Condition        Report By
 MN0088  HISTORY     - 1933     MONUMENTED       CGS
 MN0088  HISTORY     - 1934     GOOD             NGS
 MN0088  HISTORY     - 1985     GOOD             NGS
 MN0088
 MN0088                          STATION DESCRIPTION
 MN0088
 MN0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0088'1.1 MI N FROM GURLEY.
 MN0088'1.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0088'FROM THE STATION AT GURLEY, CHEYENNE COUNTY, 13 POLES SOUTH OF
 MN0088'MILEPOST 61, 550 FEET SOUTH OF A ROAD CROSSING, 350 FEET SOUTH
 MN0088'OF THE METAL GURLEY SIGN, 80 FEET WEST OF THE CENTERLINE OF STATE
 MN0088'HIGHWAY 19, AND 27 FEET EAST OF THE EAST RAIL.  A STANDARD DISK,
 MN0088'STAMPED 4276.553 P 9 1933 AND SET IN THE TOP OF A CONCRETE POST.
 MN0088
 MN0088                          STATION RECOVERY (1985)
 MN0088
 MN0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0088'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.7 KM (1.05
 MN0088'MI) NORTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF MAIN STREET AT
 MN0088'GURLEY, 24.4 METERS (80 FT) WEST OF THE HIGHWAY CENTERLINE AND 8.2
 MN0088'METERS (27 FT) EAST OF THE EAST RAIL OF THE BURLINGTON NORTHERN
 MN0088'RAILROAD.
 MN0088'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MN0088'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0695 ***********************************************************************
 NN0695  DESIGNATION -  PADDOCK
 NN0695  PID         -  NN0695
 NN0695  STATE/COUNTY-  NE/HOLT
 NN0695  USGS QUAD   -  SPENCER SOUTH (1952)
 NN0695
 NN0695                         *CURRENT SURVEY CONTROL
 NN0695  ___________________________________________________________________
 NN0695* NAD 83(1995)-  42 45 21.18112(N)    098 39 37.76299(W)     ADJUSTED  
 NN0695* NAVD 88     -       546.     (meters)    1791.     (feet)  SCALED    
 NN0695  ___________________________________________________________________
 NN0695  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 NN0695  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 NN0695
 NN0695  HORZ ORDER  -  SECOND
 NN0695
 NN0695.The horizontal coordinates were established by classical geodetic methods
 NN0695.and adjusted by the National Geodetic Survey in August 1997..
 NN0695
 NN0695.The orthometric height was scaled from a topographic map.
 NN0695
 NN0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0695
 NN0695.The geoid height was determined by GEOID03.
 NN0695
 NN0695;                    North         East     Units Scale Factor Converg.
 NN0695;SPC NE       -   325,353.057   609,640.713   MT  0.99989722   +0 53 15.7
 NN0695;UTM  14      - 4,733,762.551   527,782.236   MT  0.99960950   +0 13 49.8
 NN0695
 NN0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0695!SPC NE       -   0.99991832  x   0.99989722  =   0.99981555
 NN0695!UTM  14      -   0.99991832  x   0.99960950  =   0.99952785
 NN0695
 NN0695|---------------------------------------------------------------------|
 NN0695| PID    Reference Object                     Distance      Geod. Az  |
 NN0695|                                                           dddmmss.s |
 NN0695| CO3419 PADDOCK RM 1                          9.563 METERS 07257     |
 NN0695| CO3418 PADDOCK AZ MK                                      1564331.2 |
 NN0695| CO3420 PADDOCK RM 2                         12.048 METERS 16805     |
 NN0695|---------------------------------------------------------------------|
 NN0695
 NN0695                          SUPERSEDED SURVEY CONTROL
 NN0695
 NN0695  NAD 83(1986)-  42 45 21.18860(N)    098 39 37.76916(W) AD(       ) 2
 NN0695  NAD 27      -  42 45 21.18100(N)    098 39 36.45800(W) AD(       ) 2
 NN0695
 NN0695.Superseded values are not recommended for survey control.
 NN0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0695.See file dsdata.txt to determine how the superseded data were derived.
 NN0695
 NN0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2778233763(NAD 83)
 NN0695_MARKER: DS = TRIANGULATION STATION DISK
 NN0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0695
 NN0695  HISTORY     - Date     Condition        Report By
 NN0695  HISTORY     - 1949     MONUMENTED       CGS
 NN0695
 NN0695                          STATION DESCRIPTION
 NN0695
 NN0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0695'THE STATION IS LOCATED ABOUT 20.5 MILES NORTH OF O NEILL,
 NN0695'3.5 MILES SOUTHWEST OF PADDOCK AND 3.5 MILES SOUTH OF THE NIOBRARA
 NN0695'RIVER.  IT IS ON THE HIGHEST POINT OF HILL, 5 FEET NORTH OF WITNESS
 NN0695'POST.  IT IS STAMPED PADDOCK 1949 AND PROJECTS 3 INCHES.
 NN0695'
 NN0695'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, ON THE
 NN0695'TOP OF SAME HILL AS THE STATION.  IT IS STAMPED PADDOCK NO 1 1949
 NN0695'AND PROJECTS 2 INCHES.
 NN0695'
 NN0695'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, ON
 NN0695'THE TOP OF SAME HILL AS THE STATION.  IT IS STAMPED PADDOCK
 NN0695'NO 2 1949 AND PROJECTS 1 INCH.
 NN0695'
 NN0695'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 33 FEET
 NN0695'EAST OF THE CENTER OF U.S. HIGHWAY 281, 3 FEET SOUTH OF FENCE
 NN0695'CORNER AND 1 FOOT NORTH OF WITNESS POST.  IT IS STAMPED PADDOCK
 NN0695'1949 AND PROJECTS 3 INCHES.
 NN0695'
 NN0695'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20,
 NN0695'281 AND 275 AT THE STOP LIGHT IN THE CENTER OF O NEILL, GO
 NN0695'WEST AND NORTH ON U.S. HIGHWAYS 281 AND 20 FOR 2.0 MILES TO
 NN0695'THE JUNCTION OF THE HIGHWAYS, CONTINUE NORTH ON U.S. HIGHWAY
 NN0695'281 FOR 18.1 MILES TO CONCRETE BRIDGE OVER FAGLE CREEK,
 NN0695'CONTINUE NORTH ON U.S. HIGHWAY 281 FOR 1.3 MILES TO THE AZIMUTH
 NN0695'MARK IN FENCE CORNER ON THE RIGHT AS DESCRIBED, CONTINUE NORTH
 NN0695'ON U.S. HIGHWAY 281 FOR 0.2 MILE TO SECTION-LINE ROAD RIGHT
 NN0695'AND DIM TRACK ROAD LEFT, TURN LEFT AND GO WEST ON DIM TRACK
 NN0695'ROAD FOR 0.1 MILE TO POINT SOUTH OF HIGHEST HILL IN THE
 NN0695'VICINITY, TURN RIGHT OFF TRACK ROAD AND GO NORTH FOR 0.05
 NN0695'MILE TO HIGHEST POINT AND STATION.
 NN0695'
 NN0695'A 47 FOOT SIGNAL AT STATION MEEK 1940 IS VISIBLE AT 4 FEET.
 NN0695'
 NN0695'A 74 FOOT SIGNAL AT STATION SARATOGA 1940 IS VISIBLE AT 4 FEET.
 NN0695'
 NN0695'A 4 FOOT SIGNAL AT STATION BOYD IS VISIBLE AT 4 FEET.
 NN0695'
 NN0695'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0655 ***********************************************************************
 NN0655  DESIGNATION -  PAGE MUNICIPAL TANK
 NN0655  PID         -  NN0655
 NN0655  STATE/COUNTY-  NE/HOLT
 NN0655  USGS QUAD   -  PAGE (1986)
 NN0655
 NN0655                         *CURRENT SURVEY CONTROL
 NN0655  ___________________________________________________________________
 NN0655* NAD 83(1995)-  42 23 59.75628(N)    098 25 10.10709(W)     ADJUSTED  
 NN0655* NAVD 88     -                                                        
 NN0655  ___________________________________________________________________
 NN0655  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 NN0655  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 NN0655
 NN0655  HORZ ORDER  -  THIRD
 NN0655
 NN0655.The horizontal coordinates were established by classical geodetic methods
 NN0655.and adjusted by the National Geodetic Survey in August 1997..
 NN0655
 NN0655
 NN0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0655
 NN0655.The geoid height was determined by GEOID03.
 NN0655
 NN0655;                    North         East     Units Scale Factor Converg.
 NN0655;SPC NE       -   286,158.614   630,088.801   MT  0.99978042   +1 02 50.7
 NN0655;UTM  14      - 4,694,345.009   547,775.622   MT  0.99962808   +0 23 29.2
 NN0655
 NN0655                          SUPERSEDED SURVEY CONTROL
 NN0655
 NN0655  NAD 83(1986)-  42 23 59.76211(N)    098 25 10.11034(W) AD(       ) 4
 NN0655  NAD 27      -  42 23 59.75100(N)    098 25 08.82100(W) AD(       ) 3
 NN0655
 NN0655.Superseded values are not recommended for survey control.
 NN0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0655.See file dsdata.txt to determine how the superseded data were derived.
 NN0655
 NN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4777694345(NAD 83)
 NN0655_MARKER: 53 = ELEVATED TANK
 NN0655
 NN0655  HISTORY     - Date     Condition        Report By
 NN0655  HISTORY     - 1949     FIRST OBSERVED   CGS
 NN0655
 NN0655                          STATION DESCRIPTION
 NN0655
 NN0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0655'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE TOWN
 NN0655'OF PAGE, 0.1 MILE WEST OF STATE HIGHWAY NO. 108, AND 0.1
 NN0655'MILE WEST-SOUTHWEST OF THE RAILROAD DEPOT.
 NN0655'
 NN0655'THE TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL
 NN0655'ROOF WITH A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR
 NN0655'LEGGED STEEL TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT
 NN0655'120 FEET.
 NN0655'
 NN0655'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0646 ***********************************************************************
 NN0646  DESIGNATION -  PAGE NORTHEAST BASE
 NN0646  PID         -  NN0646
 NN0646  STATE/COUNTY-  NE/HOLT
 NN0646  USGS QUAD   -  VENUS (1986)
 NN0646
 NN0646                         *CURRENT SURVEY CONTROL
 NN0646  ___________________________________________________________________
 NN0646* NAD 83(1995)-  42 28 53.47527(N)    098 22 13.99939(W)     ADJUSTED  
 NN0646* NAVD 88     -       580.1    (meters)    1903.     (feet)  VERTCON   
 NN0646  ___________________________________________________________________
 NN0646  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 NN0646  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 NN0646
 NN0646  HORZ ORDER  -  FIRST
 NN0646
 NN0646.The horizontal coordinates were established by classical geodetic methods
 NN0646.and adjusted by the National Geodetic Survey in August 1997..
 NN0646
 NN0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0646
 NN0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0646
 NN0646.The geoid height was determined by GEOID03.
 NN0646
 NN0646;                    North         East     Units Scale Factor Converg.
 NN0646;SPC NE       -   295,292.877   633,943.945   MT  0.99980374   +1 04 47.4
 NN0646;UTM  14      - 4,703,433.113   551,734.349   MT  0.99963293   +0 25 30.4
 NN0646
 NN0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0646!SPC NE       -   0.99991295  x   0.99980374  =   0.99971670
 NN0646!UTM  14      -   0.99991295  x   0.99963293  =   0.99954591
 NN0646
 NN0646:                Primary Azimuth Mark                     Grid Az
 NN0646:SPC NE       -  ORCHARD SCHOOLHOUSE BELFRY               144 42 53.4
 NN0646:UTM  14      -  ORCHARD SCHOOLHOUSE BELFRY               145 22 10.4
 NN0646
 NN0646|---------------------------------------------------------------------|
 NN0646| PID    Reference Object                     Distance      Geod. Az  |
 NN0646|                                                           dddmmss.s |
 NN0646| NN0628 ORCHARD SCHOOLHOUSE BELFRY          APPROX.19.4 KM 1454740.8 |
 NN0646| NN0651 SCHOOLHSE BELFRY W OF ORCHARD       APPROX.17.7 KM 1562627.2 |
 NN0646| NN0174 PAGE SOUTHWEST BASE                 APPROX. 8.3 KM 2185551.5 |
 NN0646|---------------------------------------------------------------------|
 NN0646
 NN0646                          SUPERSEDED SURVEY CONTROL
 NN0646
 NN0646  NAD 83(1986)-  42 28 53.48113(N)    098 22 14.00334(W) AD(       ) 1
 NN0646  NAD 27      -  42 28 53.47300(N)    098 22 12.71900(W) AD(       ) 1
 NN0646  NGVD 29 (07/19/86)  579.9    (m)         1903.     (f) VERT ANG       
 NN0646
 NN0646.Superseded values are not recommended for survey control.
 NN0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0646.See file dsdata.txt to determine how the superseded data were derived.
 NN0646
 NN0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN5173403433(NAD 83)
 NN0646_MARKER: B = BOLT
 NN0646_SETTING: 0 = UNSPECIFIED SETTING
 NN0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0646
 NN0646  HISTORY     - Date     Condition        Report By
 NN0646  HISTORY     - 1900     MONUMENTED       CGS
 NN0646  HISTORY     - 1906     GOOD             CGS
 NN0646  HISTORY     - 1935     MARK NOT FOUND   CGS
 NN0646  HISTORY     - 1935     MARK NOT FOUND   CGS
 NN0646
 NN0646                          STATION DESCRIPTION
 NN0646
 NN0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 NN0646'THIS STATION IS IN THE SE. 1/4 SEC. 16, T. 29 N., R. 9 W., ON
 NN0646'THE OPEN PRAIRIE, ON SCHOOL LAND NOW RENTED BY T.S. ROCHE,
 NN0646'OF PAGE.  THE LAND IS NEARLY FLAT, AND THE ONLY PROMINENT
 NN0646'OBJECT IN THE VICINITY TO WHICH IT CAN BE REFERRED IS THE NORTHERN
 NN0646'END OF A LARGE BLOW-OUT N 39 DEG  AND 600 METERS
 NN0646'DISTANT.  THE STATION MARKS ARE EXACT DUPLICATES OF THOSE AT
 NN0646'PAGE SOUTHWEST BASE.
 NN0646
 NN0646                          STATION RECOVERY (1906)
 NN0646
 NN0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1906 (ALB)
 NN0646'STATION RECOVERED.
 NN0646
 NN0646                          STATION RECOVERY (1935)
 NN0646
 NN0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0646'STATION WAS NOT RECOVERED.  THE STATION MARK WAS PLACED IN
 NN0646'PRAIRIE LAND WHICH WAS BROKEN ABOUT 8 YEARS AGO AND HAS BEEN
 NN0646'UNDER CULTIVATION SINCE.  THE SOIL HAS DRIFTED CONSIDERABLY
 NN0646'DURING THE LAST TWO YEARS.  MR. R.D. STEVENS, WHO BROKE THE
 NN0646'PRAIRIE LAND, TRIED UNSUCCESSFULLY TO LOCATE THE MARK.  IN
 NN0646'1900 THERE WERE PROBABLY NO NEARBY OBJECTS FROM WHICH TO
 NN0646'DESCRIBE THE MARK, HENCE IT IS VERY HARD TO TELL JUST WHERE THE
 NN0646'STATION MIGHT HAVE BEEN.  THE LAND IS NOW LEASED BY A.E.
 NN0646'EBMINSTEIN OF MIDDLE BRANCH WHO HAS JUST MOVED ON TO IT,
 NN0646'AND SO IS NOT FAMILIAR WITH THE LOCATION OF THE STATION.
 NN0646'LATER IN THE SEASON, AFTER THE FIELD HAS BEEN LISTED TO
 NN0646'CORN, IT MAY BE POSSIBLE TO LOCATE THE MARK, AND AN
 NN0646'ATTEMPT WILL BE MADE TO TOUCH THIS POINT ON RETURNING TO
 NN0646'HEADQUARTERS AND MAKING A FURTHER SEARCH FOR THE MARK.
 NN0646
 NN0646                          STATION RECOVERY (1935)
 NN0646
 NN0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 NN0646'ON FLAT OPEN LAND OWNED BY SCHOOL AND RENTED NOW BY MR. A.E.
 NN0646'EBINSTEIN AND OCCUPIED BY HIM.  HE HAS ONLY LIVED ON LAND A SHORT
 NN0646'WHILE AND HAS NOT CULTIVATED FIELD, WHICH HAS BEEN A PASTURE
 NN0646'FOR MANY YEARS.  MR. R.D. STEVENS, WHO CULTIVATED THIS FIELD
 NN0646'SOME YEARES AGO, TRIED TO LOCATE SITE, BUT FAILED TO DO IT.
 NN0646'THE ONLY REFERENCE GIVEN IN ORIGINAL DESCRIPTION, WAS A BLOW OUT
 NN0646'600 METERS FROM STATION.  THIS WAS
 NN0646'IDENTIFIED, AND A SEARCH MADE AT DETERMINED POINT WITH PRODDING
 NN0646'RODS.  IT IS THOUGHT THAT IT IS DEEPLY COVERED WITH SAND
 NN0646'WHICH HAS BEEN BLOWN IN.  THERE IS NO DOUBT THAT IT WILL
 NN0646'BE RECOVERED, WHEN THE TENANT PLOWS THE FIELD, WHEN A POST
 NN0646'WILL BE SET BY IT.  TO REACH THIS POINT FROM PAGE, GO
 NN0646'NORTH AND NORTHWEST ON HIGHWAY 281-8 FOR 3.5 MILES TO
 NN0646'POINT 11.7 MILES EAST OF O NEILL, FROM THIS POINT, WHERE HIGHWAY
 NN0646'TURNS AT RIGHT ANGLES TO SOUTH, GO EAST ON DIRT COUNTY ROAD
 NN0646'FOR 3.5 MILES TO CROSS ROADS, TURN NORTH ON SECTION LINE
 NN0646'ROAD AND GO 2 MILES TO FARM HOUSE ON WEST SIDE F ROAD, JUST
 NN0646'BEYOND CREEK, AND AT TOP OF HILL.  STATION IS IN PASTURE
 NN0646'ABOUT 1/4 MILE WEST AND ON NORTH SIDE OF E AND WEST SECTION
 NN0646'LINE FARM ROAD.
 NN0646'
 NN0646'STATION NOT RECOVERED, BUT BELIEVED TO BE RECOVERABLE AND IN
 NN0646'GOOD CONDITION AT ORIGINAL LOCATION.
 NN0646'
 NN0646'ORIGINAL MARK, A COPPER BOLT WITH CROSS LINES, ON TOP OF STONE
 NN0646'24 INCHES SQUARE BY 14 INCHES DEEP SET IN CEMENT, WITH UNDERGROUND
 NN0646'MARK COPPER BOLT IN STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0656 ***********************************************************************
 NN0656  DESIGNATION -  PAGE SCHOOLHOUSE BELFRY
 NN0656  PID         -  NN0656
 NN0656  STATE/COUNTY-  NE/HOLT
 NN0656  USGS QUAD   -  PAGE (1986)
 NN0656
 NN0656                         *CURRENT SURVEY CONTROL
 NN0656  ___________________________________________________________________
 NN0656* NAD 83(1995)-  42 23 51.48780(N)    098 25 07.75475(W)     ADJUSTED  
 NN0656* NAVD 88     -                                                        
 NN0656  ___________________________________________________________________
 NN0656  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 NN0656  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 NN0656
 NN0656  HORZ ORDER  -  THIRD
 NN0656
 NN0656.The horizontal coordinates were established by classical geodetic methods
 NN0656.and adjusted by the National Geodetic Survey in August 1997..
 NN0656
 NN0656
 NN0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0656
 NN0656.The geoid height was determined by GEOID03.
 NN0656
 NN0656;                    North         East     Units Scale Factor Converg.
 NN0656;SPC NE       -   285,904.566   630,147.242   MT  0.99977980   +1 02 52.2
 NN0656;UTM  14      - 4,694,090.347   547,831.142   MT  0.99962815   +0 23 30.8
 NN0656
 NN0656                          SUPERSEDED SURVEY CONTROL
 NN0656
 NN0656  NAD 83(1986)-  42 23 51.49430(N)    098 25 07.75850(W) AD(       ) 4
 NN0656  NAD 27      -  42 23 51.48100(N)    098 25 06.47000(W) AD(       ) 3
 NN0656
 NN0656.Superseded values are not recommended for survey control.
 NN0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0656.See file dsdata.txt to determine how the superseded data were derived.
 NN0656
 NN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4783194090(NAD 83)
 NN0656_MARKER: 75 = BELFRY
 NN0656
 NN0656  HISTORY     - Date     Condition        Report By
 NN0656  HISTORY     - 1900     FIRST OBSERVED   CGS
 NN0656  HISTORY     - 1935     GOOD             CGS
 NN0656
 NN0656                          STATION DESCRIPTION
 NN0656
 NN0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0656'THE SCHOOL BUILDING WHICH WAS STANDING IN 1900 WAS TORN DOWN
 NN0656'ABOUT 1915.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0174 ***********************************************************************
 NN0174  DESIGNATION -  PAGE SOUTHWEST BASE
 NN0174  PID         -  NN0174
 NN0174  STATE/COUNTY-  NE/HOLT
 NN0174  USGS QUAD   -  PAGE (1986)
 NN0174
 NN0174                         *CURRENT SURVEY CONTROL
 NN0174  ___________________________________________________________________
 NN0174* NAD 83(1995)-  42 25 25.39941(N)    098 26 00.79833(W)     ADJUSTED  
 NN0174* NAVD 88     -       626.231  (meters)    2054.56   (feet)  ADJUSTED  
 NN0174  ___________________________________________________________________
 NN0174  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 NN0174  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 NN0174  DYNAMIC HT  -         625.987 (meters)    2053.76  (feet)  COMP
 NN0174  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 NN0174
 NN0174  HORZ ORDER  -  FIRST
 NN0174  VERT ORDER  -  FIRST     CLASS II
 NN0174
 NN0174.The horizontal coordinates were established by classical geodetic methods
 NN0174.and adjusted by the National Geodetic Survey in August 1997..
 NN0174
 NN0174.The orthometric height was determined by differential leveling
 NN0174.and adjusted by the National Geodetic Survey in June 1991..
 NN0174
 NN0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0174
 NN0174.The geoid height was determined by GEOID03.
 NN0174
 NN0174.The dynamic height is computed by dividing the NAVD 88
 NN0174.geopotential number by the normal gravity value computed on the
 NN0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0174.degrees latitude (g = 980.6199 gals.).
 NN0174
 NN0174.The modeled gravity was interpolated from observed gravity values.
 NN0174
 NN0174;                    North         East     Units Scale Factor Converg.
 NN0174;SPC NE       -   288,779.114   628,882.103   MT  0.99978701   +1 02 17.1
 NN0174;UTM  14      - 4,696,978.740   546,599.186   MT  0.99962672   +0 22 55.7
 NN0174
 NN0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0174!SPC NE       -   0.99990567  x   0.99978701  =   0.99969270
 NN0174!UTM  14      -   0.99990567  x   0.99962672  =   0.99953242
 NN0174
 NN0174|---------------------------------------------------------------------|
 NN0174| PID    Reference Object                     Distance      Geod. Az  |
 NN0174|                                                           dddmmss.s |
 NN0174| CO3422 PAGE SOUTHWEST BASE RM 1             45.811 METERS 08712     |
 NN0174| CO3421 PAGE SOUTHWEST BASE AZ MK                          1035220.9 |
 NN0174| NN0655 PAGE MUNICIPAL TANK                 APPROX. 2.9 KM 1561845.6 |
 NN0174| CO3423 PAGE SOUTHWEST BASE RM 2             23.521 METERS 16117     |
 NN0174|---------------------------------------------------------------------|
 NN0174
 NN0174                          SUPERSEDED SURVEY CONTROL
 NN0174
 NN0174  NAD 83(1986)-  42 25 25.40519(N)    098 26 00.80246(W) AD(       ) 1
 NN0174  NAD 27      -  42 25 25.39500(N)    098 25 59.51200(W) AD(       ) 1
 NN0174  NGVD 29 (??/??/92)  626.026  (m)         2053.89   (f) ADJ UNCH    1 2
 NN0174
 NN0174.Superseded values are not recommended for survey control.
 NN0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0174.See file dsdata.txt to determine how the superseded data were derived.
 NN0174
 NN0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4659996979(NAD 83)
 NN0174_MARKER: DB = BENCH MARK DISK
 NN0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0174_STAMPING: PAGE SOUTHWEST BASE 1900 1906
 NN0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0174+STABILITY: SURFACE MOTION
 NN0174
 NN0174  HISTORY     - Date     Condition        Report By
 NN0174  HISTORY     - 1900     MONUMENTED       CGS
 NN0174  HISTORY     - 1906     GOOD             CGS
 NN0174  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NN0174  HISTORY     - 1935     GOOD             CGS
 NN0174  HISTORY     - 1946     GOOD             NGS
 NN0174  HISTORY     - 1949     GOOD             CGS
 NN0174  HISTORY     - 19971129 MARK NOT FOUND   LOCSUR
 NN0174
 NN0174                          STATION DESCRIPTION
 NN0174
 NN0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 NN0174'THIS STATION IS IN THE SW. 1/4 SEC. 1, T. 28 N., R. 10 W.,
 NN0174'ABOUT 2 MILES NORTH AND 0.7 MILE WEST OF THE TOWN OF PAGE,
 NN0174'AND ABOUT 2 MILES SOUTH AND 12 MILES EAST OF O NEILL, ON LAND
 NN0174'OWNED BY MR. WILLIAM LORD AND NEAR HIS DWELLING.  THE AZIMUTHS AND
 NN0174'DISTANCES TO CERTAIN POINTS ARE--TO THE NORTHWEST CORNER OF A
 NN0174'GRANARY, 288 DEG 23 MIN, 143 FEET.  TO THE WINDMILL, 305 DEG
 NN0174'08 MIN.  TO THE NORTHWEST CORNER OF MR. LORDS HOUSE, 188 FEET.
 NN0174'TO THE CENTER OF THE SECTION-LINE ROAD TO THE SOUTHWARD, 393
 NN0174'FEET.  TO PRECISE LEVEL BENCH MARK, M 2 320 DEG 07 MIN, 80.93
 NN0174'METERS.  THE BENCH MARK IS AN INDIANA BEDFORD STONE POST 4-1/2
 NN0174'FEET BY 6 BY 6 INCHES, THE TOP 6 INCHES DRESSED TO 6 BY 6
 NN0174'INCHES.  A SQUARE CUT 1-1/4 BY 1-1/4 BY 1-1/4 INCHES IS MADE
 NN0174'IN THE TOP AND LETTERED U.S.B.M.  THE SURFACE MARK OF THE
 NN0174'STATION IS A STONE 24 BY 24 BY 14 INCHES SET IN CEMENT AND
 NN0174'WITH A COPPER BOLT, MARKED WITH CROSS LINES, SET IN ITS
 NN0174'UPPER SURFACE TO MARK THE EXACT POINT.  THE UNDERGROUND
 NN0174'MARK IS A STONE 6 BY 6 BY 8 INCHES, SET IN CEMENT AND CARRYING A
 NN0174'COPPER BOLT WITH CROSS LINES TO MARK THE EXACT POINT.
 NN0174
 NN0174                          STATION RECOVERY (1906)
 NN0174
 NN0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1906 (ALB)
 NN0174'STATION RECOVERED.
 NN0174
 NN0174                          STATION RECOVERY (1935)
 NN0174
 NN0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 NN0174'STATION RECOVERED IN GOOD CONDITION.  THE COPPER BOLT MARKING
 NN0174'THE CENTER WAS FOUND TO HAVE BEEN REMOVED.  THIS WAS REPLACED
 NN0174'BY A STANDARD STATION TABLET SET IN DRILL HOLE IN CEMENT
 NN0174'BLOCK 24 INCHES SQUARE AND 14 INCHES DEEP IN CONCRETE.  THIS
 NN0174'TABLET WAS COUNTER SUNK SO ITS UPPER FACE IS FLUSH WITH TOP OF
 NN0174'CONCRETE.  THE PROPERTY ON WHICH THIS STATION IS LOCATED IS NOW
 NN0174'OWNED BY MR. PETER NISSEN AND STATION IS NOW LOCATED IN A PIG
 NN0174'LOT, WHICH WAS PART OF AN ORCHARD ABOUT 850 FEET EAST OF WEST
 NN0174'LINE OF SECTION, 360 FEET NORTH OF SOUTH LINE AND 393 FEET
 NN0174'NORTH OF CENTER LINE OF THE EAST AND WEST SECTION LINE
 NN0174'ROAD AND 171 FEET NORTH OF NORTH FACE OF MR. NISSENS HOUSE.
 NN0174'(DWELLING).
 NN0174'
 NN0174'THE FOLLOWING BEARINGS AND DISTANCES ARE HEREWITH NOTED, FROM
 NN0174'STATION.
 NN0174'
 NN0174'NORTHWEST CORNER OF GRANARY, DISTANCE 143 FEET, S 71 DEG 37 MIN E.
 NN0174'
 NN0174'WINDMILL S 54 DEG 52 MIN E.
 NN0174'
 NN0174'B.M.M.2 STONE POST 6 INCHES SQUARE, 4-1/2 FEET LONG, WITH
 NN0174'HOLE 1-1/4 INCHES SQUARE, AND 1-1/4 INCHES DEEP AND LETTERS
 NN0174'U.S.B.M. IN TOP.  DISTANCE 80.93 METERS (265.5 FEET) FROM STATION
 NN0174'S 39 DEG 53 MIN E.
 NN0174
 NN0174                          STATION RECOVERY (1935)
 NN0174
 NN0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0174'STATION RECOVERED APRIL 27, 1935, AND FOUND IN GOOD CONDITION,
 NN0174'EXCEPT THAT THE COPPER BOLT HAS DISAPPEARED FROM THE SURFACE MARK.
 NN0174'
 NN0174'IN SOUTHWEST QUARTER OF SECTION 1, T. 28 N., R. 10 W., AT TOP
 NN0174'OF BROAD ELEVATION, SLOPING GENTLY IN ALL DIRECTIONS, IN
 NN0174'WHAT WAS FORMERLY AN ORCHARD BUT IS NOW A CULTIVATED FIELD,
 NN0174'ON LAND OWNED AND OCCUPIED BY PETER NISSEN.  MARK IS ABOUT 850
 NN0174'FEET EAST OF THE WEST LINE OF THE SECTION, 360 FEET NORTH OF
 NN0174'ITS SOUTH LINE, 393 FEET NORTH OF THE CENTER LINE OF THE
 NN0174'EAST-WEST SECTION-LINE ROAD, AND 171 FEET NORTH OF THE NORTH FACE
 NN0174'OF THE NISSEN HOUSE.  A LARGE BLOCK OF CONCRETE, PROBABLY
 NN0174'PART OF FOUNDATION OF OBSERVATION TOWER, HAS BEEN MOVED TO
 NN0174'A POINT JUST NORTH OF THE MARK AND WILL ALWAYS BE PLAINLY
 NN0174'VISIBLE, ALTHOUGH THE STATION MARK MAY BE SLIGHTLY
 NN0174'COVERED.
 NN0174'
 NN0174'AZIMUTH MARKS--GRANARY, WINDMILL AND BENCH MARK M2 ARE STILL
 NN0174'PRESENT AND USABLE.
 NN0174
 NN0174                          STATION RECOVERY (1946)
 NN0174
 NN0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 NN0174'1.7 MI N FROM PAGE.
 NN0174'1.7 MILES NORTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 NN0174'AT PAGE, HOLT COUNTY, THENCE 1 MILE WEST ALONG A GRADED DIRT
 NN0174'ROAD, IN THE SOUTHWEST 1/4 OF SEC. 1, T. 28 N., R. 10 W., ON
 NN0174'LAND OWNED BY PETER NISSEN, 850 FEET EAST OF THE WEST LINE OF THE
 NN0174'SECTION, 360 FEET NORTH OF THE SOUTH LINE, 170 FEET NORTH OF THE
 NN0174'NORTH FACE OF THE NISSEN HOUSE AND JUST SOUTH OF A LARGE BLOCK
 NN0174'OF CONCRETE.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 NN0174'PAGE SOUTHWEST BASE 1900 1906 AND SET IN THE TOP OF A CONCRETE
 NN0174'POST.
 NN0174
 NN0174                          STATION RECOVERY (1949)
 NN0174
 NN0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0174'THE STATION AND BENCH MARK M 2 WERE RECOVERED AND ARE IN GOOD
 NN0174'CONDITION.  REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND AN
 NN0174'AZIMUTH MARK WERE ESTABLISHED.
 NN0174'
 NN0174'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NN0174'
 NN0174'THE STATION IS LOCATED ABOUT 14.0 MILES EAST-SOUTHEAST OF
 NN0174'O NEILL AND 2.0 MILES NORTH OF PAGE ON LAND OWNED BY MR. PETER
 NN0174'NISSEN AND LEASED BY MR. CHAS. SERENSEN.  IT IS 175 FEET EAST
 NN0174'OF NORTH-SOUTH FENCE LINE, 160 FEET NORTH OF THE NORTHWEST
 NN0174'CORNER OF HOUSE, 151 FEET WEST OF THE WEST END OF BARN, 70
 NN0174'FEET SOUTH OF EAST-WEST FENCE LINE AND 3.5 FEET SOUTH OF
 NN0174'2 FOOT BY 1 FOOT CONCRETE BLOCK PROJECTING 1 FOOT.  IT IS A
 NN0174'STANDARD STATION DISK SET IN 24 INCH SQUARE STONE POST SET
 NN0174'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS STAMPED PAGE
 NN0174'SW BASE 1900 1906.
 NN0174'
 NN0174'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 15 FEET
 NN0174'NORTH OF SOUTHWEST CORNER OF BARN AND 1 FOOT WEST OF THE WEST
 NN0174'END OF BARN.  IT IS STAMPED PAGE SW BASE NO 1 1949 AND SET
 NN0174'FLUSH WITH THE SURFACE OF THE GROUND.
 NN0174'
 NN0174'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 3 FEET
 NN0174'EAST OF CIRCULAR GRANARY NEAR THE NORTHEAST CORNER OF ORCHARD.
 NN0174'IT IS STAMPED PAGE SW BASE NO 2 1949 AND SET FLUSH WITH THE
 NN0174'SURFACE OF THE GROUND.
 NN0174'
 NN0174'BENCH MARK M 2 IS SOUTHEAST OF THE STATION, 69 FEET SOUTH OF
 NN0174'WINDMILL, 60 FEET EAST OF THE SOUTHWEST CORNER OF HOUSE, 19
 NN0174'FEET EAST OF THE CENTER OF DRIVEWAY AND 1 FOOT NORTH OF
 NN0174'WITNESS POST.  IT IS A 6 INCH SQUARE STONE POST WITH A 1.25
 NN0174'INCH SQUARE CUT IN THE TOP WITH THE LETTERS U.S.B.M. CUT IN
 NN0174'THE STONE.
 NN0174'
 NN0174'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 30 FEET SOUTH
 NN0174'OF THE CENTER OF EAST-WEST ROAD, 15 FEET WEST OF T-FENCE CORNER,
 NN0174'2 FEET WEST OF WITNESS POST AND 1 FOOT NORTH OF EAST-WEST FENCE
 NN0174'LINE.  IT IS STAMPED PAGE SW BASE 1949 AND PROJECTS 3 INCHES.
 NN0174'
 NN0174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20,
 NN0174'275 AND 281 AT THE STOP LIGHT IN THE CENTER OF O NEILL, GO
 NN0174'EAST ON U.S. HIGHWAYS 20 AND 275 FOR 0.55 MILE TO JUNCTION WITH
 NN0174'STATE HIGHWAY 108, CONTINUE EAST ON STATE HIGHWAY 108 FOR 11.5
 NN0174'MILES TO POINT WHERE HIGHWAY TURNS RIGHT, TURN RIGHT AND GO
 NN0174'SOUTH ON STATE HIGHWAY 108 FOR 3.3 MILES TO CROSSROADS, TURN
 NN0174'RIGHT AND GO WEST ON DIRT ROAD FOR 0.45 MILE TO THE AZIMUTH
 NN0174'MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST ON DIRT ROAD FOR
 NN0174'0.35 MILE TO DRIVEWAY ON THE RIGHT, TURN RIGHT TO HOUSE AND
 NN0174'STATION NORTH OF HOUSE AS DESCRIBED.
 NN0174'
 NN0174'A 4 FOOT SIGNAL AT STATION ELKHORN IS VISIBLE AT 37 FEET.
 NN0174'
 NN0174'A 47 FOOT SIGNAL AT STATION MC CLURE 1900 IS VISIBLE AT 37 FEET.
 NN0174'
 NN0174'A 74 FOOT SIGNAL AT STATION STAFFORD IS VISIBLE AT 37 FEET.
 NN0174'
 NN0174'A 74 FOOT SIGNAL AT STATION INMAN IS VISIBLE AT 50 FEET.
 NN0174'
 NN0174'A 74 FOOT SIGNAL AT STATION MILLS IS VISIBLE AT 37 FEET.
 NN0174'
 NN0174'AN 87 FOOT SIGNAL AT STATION KALINA IS VISIBLE AT 50 FEET.
 NN0174'
 NN0174'AN 87 FOOT SIGNAL AT STATION O NEILL IS VISIBLE AT 37 FEET.
 NN0174'
 NN0174'A 74 FOOT SIGNAL AT STATION PRAIRIE 2 1940 IS VISIBLE AT 37 FEET.
 NN0174'
 NN0174'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 NN0174
 NN0174                          STATION RECOVERY (1997)
 NN0174
 NN0174'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0174'THE SURFACE MONUMENT OF THIS STATION SHOULD BE CONSIDERED LOST.  THE
 NN0174'HOUSE, BARN AND OTHER PHYSICAL FEATURES DESCRIBED IN THE 1949 STATION
 NN0174'RECOVERY REPORT ARE GONE, AND THE ENTIRE AREA IS PRESENTLY UNDER
 NN0174'CULTIVATION.  THE REFERENCE MARKS SHOULD ALSO BE CONSIDERED LOST.  A
 NN0174'DILIGENT SEARCH WAS MADE FOR THE AZIMUTH MARK WHICH ALSO APPEARS TO
 NN0174'HAVE BEEN REMOVED DURING GRADING OF A ROAD DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0034 ***********************************************************************
 LG0034  DESIGNATION -  PAL
 LG0034  PID         -  LG0034
 LG0034  STATE/COUNTY-  NE/OTOE
 LG0034  USGS QUAD   -  PALMYRA (1966)
 LG0034
 LG0034                         *CURRENT SURVEY CONTROL
 LG0034  ___________________________________________________________________
 LG0034* NAD 83(1995)-  40 41 37.91273(N)    096 22 50.57322(W)     ADJUSTED  
 LG0034* NAVD 88     -       365.454  (meters)    1198.99   (feet)  ADJUSTED  
 LG0034  ___________________________________________________________________
 LG0034  LAPLACE CORR-          -8.36  (seconds)                    DEFLEC99
 LG0034  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 LG0034  DYNAMIC HT  -         365.290 (meters)    1198.46  (feet)  COMP
 LG0034  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 LG0034
 LG0034  HORZ ORDER  -  SECOND
 LG0034  VERT ORDER  -  SECOND    CLASS 0
 LG0034
 LG0034.The horizontal coordinates were established by classical geodetic methods
 LG0034.and adjusted by the National Geodetic Survey in August 1997..
 LG0034
 LG0034.The orthometric height was determined by differential leveling
 LG0034.and adjusted by the National Geodetic Survey in June 1991..
 LG0034
 LG0034.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0034
 LG0034.The geoid height was determined by GEOID03.
 LG0034
 LG0034.The dynamic height is computed by dividing the NAVD 88
 LG0034.geopotential number by the normal gravity value computed on the
 LG0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0034.degrees latitude (g = 980.6199 gals.).
 LG0034
 LG0034.The modeled gravity was interpolated from observed gravity values.
 LG0034
 LG0034;                    North         East     Units Scale Factor Converg.
 LG0034;SPC NE       -   101,944.156   805,750.503   MT  0.99975820   +2 23 54.6
 LG0034;UTM  14      - 4,508,073.638   721,313.667   MT  1.00020291   +1 42 30.6
 LG0034
 LG0034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0034!SPC NE       -   0.99994684  x   0.99975820  =   0.99970506
 LG0034!UTM  14      -   0.99994684  x   1.00020291  =   1.00014974
 LG0034
 LG0034:                Primary Azimuth Mark                     Grid Az
 LG0034:SPC NE       -  PALMYRA N NAT GAS RADIO MAST             004 40 36.3
 LG0034:UTM  14      -  PALMYRA N NAT GAS RADIO MAST             005 22 00.3
 LG0034
 LG0034|---------------------------------------------------------------------|
 LG0034| PID    Reference Object                     Distance      Geod. Az  |
 LG0034|                                                           dddmmss.s |
 LG0034| LG0973 PALMYRA N NAT GAS RADIO MAST        APPROX. 6.1 KM 0070430.9 |
 LG0034| LG0035 PAL RM 1                             23.009 METERS 09427     |
 LG0034| CL8072 PAL AZ MK                                          2053545.2 |
 LG0034| LG0033 PAL RM 2                             19.187 METERS 26457     |
 LG0034| LG0981 PALMYRA MUNICIPAL TANK              APPROX. 1.8 KM 3224605.6 |
 LG0034|---------------------------------------------------------------------|
 LG0034
 LG0034                          SUPERSEDED SURVEY CONTROL
 LG0034
 LG0034  NAD 83(1986)-  40 41 37.92203(N)    096 22 50.57044(W) AD(       ) 2
 LG0034  NAD 27      -  40 41 37.93130(N)    096 22 49.53650(W) AD(       ) 2
 LG0034  NGVD 29 (??/??/92)  365.356  (m)         1198.67   (f) ADJ UNCH    2 0
 LG0034
 LG0034.Superseded values are not recommended for survey control.
 LG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0034.See file dsdata.txt to determine how the superseded data were derived.
 LG0034
 LG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2131408074(NAD 83)
 LG0034_MARKER: DS = TRIANGULATION STATION DISK
 LG0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0034_STAMPING: PAL 1961
 LG0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0034+STABILITY: SURFACE MOTION
 LG0034
 LG0034  HISTORY     - Date     Condition        Report By
 LG0034  HISTORY     - 1961     MONUMENTED       CGS
 LG0034
 LG0034                          STATION DESCRIPTION
 LG0034
 LG0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0034'0.8 MI SE FROM PALMYRA.
 LG0034'0.55 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LG0034'AND QUINCY RAILROAD STATION AT PALMYRA, THENCE 0.3 MILE EAST
 LG0034'ALONG A PAVED ROAD, THROUGH THE GUARD GATE TO THE SOUTH SIDE OF THE
 LG0034'MISSILE SITE, 75.5 FEET WEST OF R.M. 1, 6.9 FEET NORTH OF FENCE,
 LG0034'1.6 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN TOP
 LG0034'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0035 ***********************************************************************
 LG0035  DESIGNATION -  PAL RM 1
 LG0035  PID         -  LG0035
 LG0035  STATE/COUNTY-  NE/OTOE
 LG0035  USGS QUAD   -  PALMYRA (1966)
 LG0035
 LG0035                         *CURRENT SURVEY CONTROL
 LG0035  ___________________________________________________________________
 LG0035* NAD 83(1986)-  40 41 40.     (N)    096 22 55.     (W)     SCALED    
 LG0035* NAVD 88     -       364.814  (meters)    1196.89   (feet)  ADJUSTED  
 LG0035  ___________________________________________________________________
 LG0035  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 LG0035  DYNAMIC HT  -         364.650 (meters)    1196.36  (feet)  COMP
 LG0035  MODELED GRAV-     980,164.3   (mgal)                       NAVD 88
 LG0035
 LG0035  VERT ORDER  -  SECOND    CLASS 0
 LG0035
 LG0035.The horizontal coordinates were scaled from a topographic map and have
 LG0035.an estimated accuracy of +/- 6 seconds.
 LG0035
 LG0035.The orthometric height was determined by differential leveling
 LG0035.and adjusted by the National Geodetic Survey in June 1991..
 LG0035
 LG0035.The geoid height was determined by GEOID03.
 LG0035
 LG0035.The dynamic height is computed by dividing the NAVD 88
 LG0035.geopotential number by the normal gravity value computed on the
 LG0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0035.degrees latitude (g = 980.6199 gals.).
 LG0035
 LG0035.The modeled gravity was interpolated from observed gravity values.
 LG0035
 LG0035;                    North         East    Units  Estimated Accuracy
 LG0035;SPC NE       -   102,000.      805,640.      MT  (+/- 180 meters Scaled)
 LG0035
 LG0035                          SUPERSEDED SURVEY CONTROL
 LG0035
 LG0035  NGVD 29 (??/??/92)  364.716  (m)         1196.57   (f) ADJ UNCH    2 0
 LG0035
 LG0035.Superseded values are not recommended for survey control.
 LG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0035.See file dsdata.txt to determine how the superseded data were derived.
 LG0035
 LG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL212081(NAD 83)
 LG0035_MARKER: DR = REFERENCE MARK DISK
 LG0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0035_STAMPING: PAL NO 1 1961
 LG0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0035+STABILITY: SURFACE MOTION
 LG0035
 LG0035  HISTORY     - Date     Condition        Report By
 LG0035  HISTORY     - 1961     MONUMENTED       CGS
 LG0035
 LG0035                          STATION DESCRIPTION
 LG0035
 LG0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0035'0.8 MI SE FROM PALMYRA.
 LG0035'0.55 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LG0035'AND QUINCY RAILROAD STATION AT PALMYRA, THENCE 0.3 MILE EAST ALONG
 LG0035'A PAVED ROAD THROUGH THE GUARD GATE TO THE SOUTH SIDE OF THE
 LG0035'MISSILE SITE, 75.5 FEET EAST OF THE STATION, 0.5 FOOT NORTH OF A
 LG0035'FENCE, ABOUT 1 1/2 FEET LOWER THAN THE STATION, SET IN TOP OF A
 LG0035'SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0033 ***********************************************************************
 LG0033  DESIGNATION -  PAL RM 2
 LG0033  PID         -  LG0033
 LG0033  STATE/COUNTY-  NE/OTOE
 LG0033  USGS QUAD   -  PALMYRA (1966)
 LG0033
 LG0033                         *CURRENT SURVEY CONTROL
 LG0033  ___________________________________________________________________
 LG0033* NAD 83(1986)-  40 41 40.     (N)    096 22 54.     (W)     SCALED    
 LG0033* NAVD 88     -       365.558  (meters)    1199.33   (feet)  ADJUSTED  
 LG0033  ___________________________________________________________________
 LG0033  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 LG0033  DYNAMIC HT  -         365.394 (meters)    1198.80  (feet)  COMP
 LG0033  MODELED GRAV-     980,164.3   (mgal)                       NAVD 88
 LG0033
 LG0033  VERT ORDER  -  SECOND    CLASS 0
 LG0033
 LG0033.The horizontal coordinates were scaled from a topographic map and have
 LG0033.an estimated accuracy of +/- 6 seconds.
 LG0033
 LG0033.The orthometric height was determined by differential leveling
 LG0033.and adjusted by the National Geodetic Survey in June 1991..
 LG0033
 LG0033.The geoid height was determined by GEOID03.
 LG0033
 LG0033.The dynamic height is computed by dividing the NAVD 88
 LG0033.geopotential number by the normal gravity value computed on the
 LG0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0033.degrees latitude (g = 980.6199 gals.).
 LG0033
 LG0033.The modeled gravity was interpolated from observed gravity values.
 LG0033
 LG0033;                    North         East    Units  Estimated Accuracy
 LG0033;SPC NE       -   102,010.      805,670.      MT  (+/- 180 meters Scaled)
 LG0033
 LG0033                          SUPERSEDED SURVEY CONTROL
 LG0033
 LG0033  NGVD 29 (??/??/92)  365.460  (m)         1199.01   (f) ADJ UNCH    2 0
 LG0033
 LG0033.Superseded values are not recommended for survey control.
 LG0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0033.See file dsdata.txt to determine how the superseded data were derived.
 LG0033
 LG0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL212081(NAD 83)
 LG0033_MARKER: DR = REFERENCE MARK DISK
 LG0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0033_STAMPING: PAL NO 2 1961
 LG0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0033+STABILITY: SURFACE MOTION
 LG0033
 LG0033  HISTORY     - Date     Condition        Report By
 LG0033  HISTORY     - 1961     MONUMENTED       CGS
 LG0033
 LG0033                          STATION DESCRIPTION
 LG0033
 LG0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0033'0.8 MI SE FROM PALMYRA.
 LG0033'0.55 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LG0033'AND QUINCY RAILROAD STATION AT PALMYRA, THENCE 0.3 MILE EAST ALONG
 LG0033'A PAVED ROAD THROUGH THE GUARD GATE TO THE SOUTH SIDE OF THE
 LG0033'MISSILE SITE, 63.0 FEET WEST OF THE STATION, 1.1 FEET NORTH OF A
 LG0033'FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES
 LG0033'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1078 ***********************************************************************
 ML1078  DESIGNATION -  PALMER MUNICIPAL TANK
 ML1078  PID         -  ML1078
 ML1078  STATE/COUNTY-  NE/MERRICK
 ML1078  USGS QUAD   -  PALMER (1961)
 ML1078
 ML1078                         *CURRENT SURVEY CONTROL
 ML1078  ___________________________________________________________________
 ML1078* NAD 83(1995)-  41 13 24.89923(N)    098 15 12.66846(W)     ADJUSTED  
 ML1078* NAVD 88     -                                                        
 ML1078  ___________________________________________________________________
 ML1078  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 ML1078  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 ML1078
 ML1078  HORZ ORDER  -  THIRD
 ML1078
 ML1078.The horizontal coordinates were established by classical geodetic methods
 ML1078.and adjusted by the National Geodetic Survey in August 1997..
 ML1078
 ML1078
 ML1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1078
 ML1078.The geoid height was determined by GEOID03.
 ML1078
 ML1078;                    North         East     Units Scale Factor Converg.
 ML1078;SPC NE       -   155,831.852   646,384.650   MT  0.99967067   +1 09 26.6
 ML1078;UTM  14      - 4,563,845.998   562,567.803   MT  0.99964818   +0 29 31.0
 ML1078
 ML1078                          SUPERSEDED SURVEY CONTROL
 ML1078
 ML1078  NAD 83(1986)-  41 13 24.90571(N)    098 15 12.67109(W) AD(       ) 4
 ML1078  NAD 27      -  41 13 24.85400(N)    098 15 11.43100(W) AD(       ) 3
 ML1078
 ML1078.Superseded values are not recommended for survey control.
 ML1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1078.See file dsdata.txt to determine how the superseded data were derived.
 ML1078
 ML1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6256863846(NAD 83)
 ML1078_MARKER: 53 = ELEVATED TANK
 ML1078
 ML1078  HISTORY     - Date     Condition        Report By
 ML1078  HISTORY     - 1950     FIRST OBSERVED   CGS
 ML1078
 ML1078                          STATION DESCRIPTION
 ML1078
 ML1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1078'THE STATION IS LOCATED IN THE TOWN OF PALMER.  IT IS ABOUT
 ML1078'110 FEET HIGH, HAS FOUR LEGS, IS OF STEEL CONSTRUCTION, IS
 ML1078'PAINTED SILVER AND HAS PALMER STENCILED HORIZONTALLY ON THE
 ML1078'SIDE OF THE BOWL.
 ML1078'
 ML1078'THE POINT INTERSECTED WAS THE BALL FINIAL.
 ML1078'
 ML1078'TO REACH THE STATION FROM THE POST OFFICE IN PALMER, GO EAST
 ML1078'1/2 BLOCK, NORTH 1 BLOCK, THEN EAST AGAIN FOR 2-1/2 BLOCKS
 ML1078'TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0981 ***********************************************************************
 LG0981  DESIGNATION -  PALMYRA MUNICIPAL TANK
 LG0981  PID         -  LG0981
 LG0981  STATE/COUNTY-  NE/OTOE
 LG0981  USGS QUAD   -  PALMYRA (1966)
 LG0981
 LG0981                         *CURRENT SURVEY CONTROL
 LG0981  ___________________________________________________________________
 LG0981* NAD 83(1995)-  40 42 23.78111(N)    096 23 36.37903(W)     ADJUSTED  
 LG0981* NAVD 88     -                                                        
 LG0981  ___________________________________________________________________
 LG0981  LAPLACE CORR-          -7.80  (seconds)                    DEFLEC99
 LG0981  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 LG0981
 LG0981  HORZ ORDER  -  THIRD
 LG0981
 LG0981.The horizontal coordinates were established by classical geodetic methods
 LG0981.and adjusted by the National Geodetic Survey in August 1997..
 LG0981
 LG0981
 LG0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0981
 LG0981.The geoid height was determined by GEOID03.
 LG0981
 LG0981;                    North         East     Units Scale Factor Converg.
 LG0981;SPC NE       -   103,312.552   804,617.252   MT  0.99975510   +2 23 24.2
 LG0981;UTM  14      - 4,509,456.189   720,196.474   MT  1.00019684   +1 42 02.3
 LG0981
 LG0981                          SUPERSEDED SURVEY CONTROL
 LG0981
 LG0981  NAD 83(1986)-  40 42 23.78969(N)    096 23 36.37549(W) AD(       ) 4
 LG0981  NAD 27      -  40 42 23.79177(N)    096 23 35.33814(W) AD(       ) 3
 LG0981
 LG0981.Superseded values are not recommended for survey control.
 LG0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0981.See file dsdata.txt to determine how the superseded data were derived.
 LG0981
 LG0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2019609456(NAD 83)
 LG0981_MARKER: 53 = ELEVATED TANK
 LG0981
 LG0981  HISTORY     - Date     Condition        Report By
 LG0981  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0981  HISTORY     - 20040602 GOOD             USPSQD
 LG0981  HISTORY     - 20060118 GOOD             GEOCAC
 LG0981
 LG0981                          STATION DESCRIPTION
 LG0981
 LG0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0981'THE APEX OF THE WATER TANK WAS USED AS THE POINT OF INTERSECTION.
 LG0981'THE WATER TANK IS LOCATED IN TAGGART PARK ON THE NORTHWEST
 LG0981'EDGE OF PALMYRA.  THE WATER TANK IS PAINTED SILVER AND HAS THE
 LG0981'WORD (PALMYRA) PRINTED ON THE SIDE.  THE WATER TANK IS SUPPORTED
 LG0981'BY FOUR LEGS AND IS APPROXIMATELY 100 FEET HIGH.
 LG0981
 LG0981                          STATION RECOVERY (2004)
 LG0981
 LG0981'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0981'STATION FOUND GOOD. TANK IS NORTH OF W. 7TH ST. AND NORTH OF 'F'
 LG0981'STREET WHERE IT DEAD ENDS AT W. 7TH ST.  THE TANK IS CONICAL-SHAPED
 LG0981'WITH BLACK LEGS.
 LG0981
 LG0981                          STATION RECOVERY (2006)
 LG0981
 LG0981'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 LG0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0973 ***********************************************************************
 LG0973  DESIGNATION -  PALMYRA N NAT GAS RADIO MAST
 LG0973  PID         -  LG0973
 LG0973  STATE/COUNTY-  NE/OTOE
 LG0973  USGS QUAD   -  UNADILLA (1966)
 LG0973
 LG0973                         *CURRENT SURVEY CONTROL
 LG0973  ___________________________________________________________________
 LG0973* NAD 83(1995)-  40 44 52.62585(N)    096 22 18.79567(W)     ADJUSTED  
 LG0973* NAVD 88     -                                                        
 LG0973  ___________________________________________________________________
 LG0973  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 LG0973  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 LG0973
 LG0973  HORZ ORDER  -  THIRD
 LG0973
 LG0973.The horizontal coordinates were established by classical geodetic methods
 LG0973.and adjusted by the National Geodetic Survey in August 1997..
 LG0973
 LG0973
 LG0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0973
 LG0973.The geoid height was determined by GEOID03.
 LG0973
 LG0973;                    North         East     Units Scale Factor Converg.
 LG0973;SPC NE       -   107,974.911   806,243.854   MT  0.99974539   +2 24 15.6
 LG0973;UTM  14      - 4,514,100.752   721,879.767   MT  1.00020600   +1 42 58.2
 LG0973
 LG0973                          SUPERSEDED SURVEY CONTROL
 LG0973
 LG0973  NAD 83(1986)-  40 44 52.63700(N)    096 22 18.79203(W) AD(       ) 4
 LG0973  NAD 27      -  40 44 52.63516(N)    096 22 17.75984(W) AD(       ) 3
 LG0973
 LG0973.Superseded values are not recommended for survey control.
 LG0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0973.See file dsdata.txt to determine how the superseded data were derived.
 LG0973
 LG0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2188014101(NAD 83)
 LG0973_MARKER: 42 = RADIO/TV MAST
 LG0973
 LG0973  HISTORY     - Date     Condition        Report By
 LG0973  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG0973
 LG0973                          STATION DESCRIPTION
 LG0973
 LG0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0973'A RED LIGHT ON TOP OF THE RADIO MAST WAS USED AS THE POINT OF
 LG0973'INTERSECTION.  THE RADIO MAST IS LOCATED APPROXIMATELY 200
 LG0973'FEET NORTH OF THE NORTHERN NATURAL GAS COMPANY PLANT.  THE
 LG0973'GAS COMPANY PLANT IS LOCATED 2 MILES NORTH AND 1 MILE EAST
 LG0973'OF THE JUNCTION OF STATE HIGHWAY 2 AND STATE SPUR 802.  THE
 LG0973'RADIO MAST IS PAINTED RED AND WHITE AND IS 211 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0657 ***********************************************************************
 NP0657  DESIGNATION -  PARK
 NP0657  PID         -  NP0657
 NP0657  STATE/COUNTY-  NE/SHERIDAN
 NP0657  USGS QUAD   -  WHITECLAY (1969)
 NP0657
 NP0657                         *CURRENT SURVEY CONTROL
 NP0657  ___________________________________________________________________
 NP0657* NAD 83(1995)-  42 53 07.96186(N)    102 32 35.95859(W)     ADJUSTED  
 NP0657* NAVD 88     -      1189.4    (meters)    3902.     (feet)  VERTCON   
 NP0657  ___________________________________________________________________
 NP0657  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 NP0657  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 NP0657
 NP0657  HORZ ORDER  -  SECOND
 NP0657
 NP0657.The horizontal coordinates were established by classical geodetic methods
 NP0657.and adjusted by the National Geodetic Survey in August 1997..
 NP0657
 NP0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0657
 NP0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0657
 NP0657.The geoid height was determined by GEOID03.
 NP0657
 NP0657;                    North         East     Units Scale Factor Converg.
 NP0657;SPC NE       -   341,962.139   292,271.016   MT  0.99994951   -1 41 07.6
 NP0657;UTM  13      - 4,751,032.748   700,615.690   MT  1.00009515   +1 40 20.7
 NP0657
 NP0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0657!SPC NE       -   0.99981632  x   0.99994951  =   0.99976584
 NP0657!UTM  13      -   0.99981632  x   1.00009515  =   0.99991145
 NP0657
 NP0657|---------------------------------------------------------------------|
 NP0657| PID    Reference Object                     Distance      Geod. Az  |
 NP0657|                                                           dddmmss.s |
 NP0657| CQ4551 PARK RM 2                             7.343 METERS 03110     |
 NP0657| CQ4550 PARK RM 1                             5.166 METERS 26033     |
 NP0657| NP0656 CLAY                                APPROX. 6.4 KM 3434749.8 |
 NP0657|---------------------------------------------------------------------|
 NP0657
 NP0657                          SUPERSEDED SURVEY CONTROL
 NP0657
 NP0657  NAD 83(1995)-  42 53 07.95612(N)    102 32 35.96101(W) AD(       ) 2
 NP0657  NAD 83(1986)-  42 53 07.95230(N)    102 32 35.95658(W) AD(       ) 2
 NP0657  NAD 27      -  42 53 08.00751(N)    102 32 34.35911(W) AD(       ) 2
 NP0657  NGVD 29 (07/19/86) 1188.9    (m)         3901.     (f) VERT ANG       
 NP0657
 NP0657.Superseded values are not recommended for survey control.
 NP0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0657.See file dsdata.txt to determine how the superseded data were derived.
 NP0657
 NP0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0061651033(NAD 83)
 NP0657_MARKER: DD = SURVEY DISK
 NP0657_SETTING: 0 = UNSPECIFIED SETTING
 NP0657
 NP0657  HISTORY     - Date     Condition        Report By
 NP0657  HISTORY     - 1968     MONUMENTED       USGS
 NP0657
 NP0657                          STATION DESCRIPTION
 NP0657
 NP0657'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0657'THE STATION IS ABOUT 13.0 MI NNW. OF RUSHVILLE, NEAR THE
 NP0657'CENTER OF THE NE. QUARTER OF SEC. 31, T. 34 N., R. 44 W.,
 NP0657'ABOUT 0.2 MI E. OF STATE HWY. 87, ON LAND OWNED BY T. S.
 NP0657'PARK, ON TOP OF HIGHEST HILL IN VICINITY.
 NP0657'
 NP0657'TO REACH THE STATION FROM THE CENTER OF RUSHVILLE, GO W.
 NP0657'ON U.S. HWY. 20 FOR 0.8 MI TO A CROSSROADS, TURN RIGHT (N.)
 NP0657'ON STATE HWY. 87 AND GO 13.7 MI N. AND NW. GENERALLY TO A
 NP0657'WIRE GATE ON RIGHT, TURN RIGHT THROUGH GATE AND CONTINUE
 NP0657'S. AND SE. FOR 0.3 MI ALONG TRAIL TO A WIRE GATE, CONTINUE
 NP0657'S. AND SSE. THROUGH GATE FOR 0.5 MI TO ANOTHER WIRE GATE,
 NP0657'GO THROUGH GATE AND TURN RIGHT (W.) AND GO ABOUT 0.1 MI TO
 NP0657'END OF TRUCK TRAVEL, CONTINUE ON FOOT FOR APPROX. 200 FT
 NP0657'TO TOP OF HILL AND STATION.
 NP0657'
 NP0657'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 NP0657'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG,
 NP0657'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET PARK
 NP0657'1968 IS 25 FT DUE W. OF A LONE PINE TREE ON E. SLOPE OF HILL,
 NP0657'THE STATION IS FLUSH WITH THE GROUND.
 NP0657'
 NP0657'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON COPPER
 NP0657'COATED ROD SET IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED
 NP0657'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  IT IS WSW. OF STATION
 NP0657'ON THE SW. SLOPE OF THE HILL, THE MARK IS FLUSH WITH THE GROUND.
 NP0657'
 NP0657'REFERENCE MARK NO. 2 IS STANDARD TABLET CRIMPED ON COPPER
 NP0657'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED
 NP0657'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  IT IS NNE. OF STATION
 NP0657'ON N. EDGE OF HILL, THE MARK IS FLUSH WITH THE GROUND.
 NP0657'
 NP0657'NO AZIMUTH MARK SET.
 NP0657'
 NP0657'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0772 ***********************************************************************
 NN0772  DESIGNATION -  PARKS
 NN0772  PID         -  NN0772
 NN0772  STATE/COUNTY-  NE/BROWN
 NN0772  USGS QUAD   -  RAVEN (1982)
 NN0772
 NN0772                         *CURRENT SURVEY CONTROL
 NN0772  ___________________________________________________________________
 NN0772* NAD 83(1995)-  42 22 10.09946(N)    099 52 31.22358(W)     ADJUSTED  
 NN0772* NAVD 88     -       838.     (meters)    2749.     (feet)  SCALED    
 NN0772  ___________________________________________________________________
 NN0772  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 NN0772  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 NN0772
 NN0772  HORZ ORDER  -  SECOND
 NN0772
 NN0772.The horizontal coordinates were established by classical geodetic methods
 NN0772.and adjusted by the National Geodetic Survey in August 1997..
 NN0772
 NN0772.The orthometric height was scaled from a topographic map.
 NN0772
 NN0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0772
 NN0772.The geoid height was determined by GEOID03.
 NN0772
 NN0772;                    North         East     Units Scale Factor Converg.
 NN0772;SPC NE       -   281,594.134   510,265.882   MT  0.99977225   +0 04 57.4
 NN0772;UTM  14      - 4,691,170.646   427,927.038   MT  0.99966391   -0 35 23.7
 NN0772
 NN0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0772!SPC NE       -   0.99987204  x   0.99977225  =   0.99964432
 NN0772!UTM  14      -   0.99987204  x   0.99966391  =   0.99953600
 NN0772
 NN0772:                Primary Azimuth Mark                     Grid Az
 NN0772:SPC NE       -  AINSWORTH MUNICIPAL TANK                 002 03 28.8
 NN0772:UTM  14      -  AINSWORTH MUNICIPAL TANK                 002 43 49.9
 NN0772
 NN0772|---------------------------------------------------------------------|
 NN0772| PID    Reference Object                     Distance      Geod. Az  |
 NN0772|                                                           dddmmss.s |
 NN0772| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.20.0 KM 0020826.2 |
 NN0772| CO3432 PARKS RM 1                           28.373 METERS 06511     |
 NN0772| CO3433 PARKS RM 2                           28.621 METERS 23800     |
 NN0772| CO3431 PARKS AZ MK                                        2521635.2 |
 NN0772|---------------------------------------------------------------------|
 NN0772
 NN0772                          SUPERSEDED SURVEY CONTROL
 NN0772
 NN0772  NAD 83(1986)-  42 22 10.10354(N)    099 52 31.23418(W) AD(       ) 2
 NN0772  NAD 27      -  42 22 10.10900(N)    099 52 29.78800(W) AD(       ) 2
 NN0772
 NN0772.Superseded values are not recommended for survey control.
 NN0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0772.See file dsdata.txt to determine how the superseded data were derived.
 NN0772
 NN0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM2792791171(NAD 83)
 NN0772_MARKER: DS = TRIANGULATION STATION DISK
 NN0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0772
 NN0772  HISTORY     - Date     Condition        Report By
 NN0772  HISTORY     - 1949     MONUMENTED       CGS
 NN0772  HISTORY     - 1967     GOOD             USAF
 NN0772  HISTORY     - 1974     SEE DESCRIPTION  USGS
 NN0772
 NN0772                          STATION DESCRIPTION
 NN0772
 NN0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0772'THE STATION IS LOCATED ABOUT 12.0 MILES SOUTH OF AINSWORTH
 NN0772'AND 0.5 MILE EAST OF STATE HIGHWAY 7 ON LAND OWNED BY MR. HENRY
 NN0772'PARKS.  IT IS ON THE HIGHEST POINT OF LARGE SAND HILL, 2 FEET
 NN0772'SOUTHEAST OF WITNESS POST.  IT IS STAMPED PARKS 1949 AND PROJECTS
 NN0772'4 INCHES.
 NN0772'
 NN0772'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, ON THE
 NN0772'EAST SLOPE OF THE HILL AND ABOUT 2 FEET LOWER THAN THE STATION.
 NN0772'IT IS STAMPED PARKS NO 1 1949 AND PROJECTS 4 INCHES.
 NN0772'
 NN0772'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, ON THE WEST
 NN0772'SLOPE OF THE HILL AND ABOUT 2 FEET LOWER THAN THE STATION.
 NN0772'IT IS STAMPED PARKS NO 2 1949 AND PROJECTS 4 INCHES.
 NN0772'
 NN0772'THE AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 27 FEET
 NN0772'WEST OF THE CENTER OF STATE HIGHWAY 7, 5 FEET SOUTH OF TELEPHONE
 NN0772'POLE AND 1 FOOT SOUTH OF WITNESS POST.  IT IS STAMPED PARKS
 NN0772'1949 AND PROJECTS 4 INCHES.
 NN0772'
 NN0772'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0772'GO SOUTH ON STATE HIGHWAY 7 FOR 12.5 MILES TO T-ROAD RIGHT TO
 NN0772'SCHOOL AND DRIVEWAY LEFT TO MR. PARKS HOUSE, CONTINUE SOUTH
 NN0772'ON STATE HIGHWAY 7 FOR 0.45 MILE TO AZIMUTH MARK ON THE RIGHT
 NN0772'AS DESCRIBED, CONTINUE SOUTH ON STATE HIGHWAY 7 FOR 0.6 MILE
 NN0772'TO CROSSROADS, TURN LEFT AND GO EAST FOR 0.1 MILE TO FENCE
 NN0772'CORNER, TURN LEFT AND GO NORTH ALONG THE EAST SIDE OF FENCE
 NN0772'FOR 0.05 MILE TO POINT WHERE OLD FENCE IS DOWN, GO THROUGH
 NN0772'FENCE AND CONTINUE NORTH ON WEST SIDE OF FENCE FOR 0.2 MILE
 NN0772'TO T-FENCE LINE EAST, TURN RIGHT THROUGH GATE AND GO EAST
 NN0772'FOR 0.05 MILE, TURN LEFT AND GO NORTH AND NORTHEAST FOR 0.35
 NN0772'MILE TO HIGHEST POINT OF SAND HILL AND STATION AS DESCRIBED.
 NN0772'
 NN0772'A 4 FOOT SIGNAL AT STATION SALZMAN IS VISIBLE AT 4 FEET.
 NN0772'
 NN0772'A 4 FOOT SIGNAL AT STATION SELDEN 1934 IS VISIBLE AT 4 FEET.
 NN0772'
 NN0772'A 4 FOOT SIGNAL AT STATION HOGAN IS VISIBLE AT 4 FEET.
 NN0772'
 NN0772'A 4 FOOT SIGNAL AT STATION CALAMUS 1934 IS VISIBLE AT 4 FEET.
 NN0772'
 NN0772'A 4 FOOT SIGNAL AT STATION MIDVALE IS VISIBLE AT 4 FEET.
 NN0772'
 NN0772'A 4 FOOT SIGNAL AT STATION MOON (USGS) IS VISIBLE AT 4 FEET.
 NN0772'
 NN0772'A 4 FOOT SIGNAL AT STATION KELLER (USGS) IS VISIBLE AT 4 FEET.
 NN0772'
 NN0772'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NN0772
 NN0772                          STATION RECOVERY (1967)
 NN0772
 NN0772'RECOVERY NOTE BY US AIR FORCE 1967
 NN0772'STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 NN0772'IN GOOD CONDITION.  A RADIO TOWER HAS BEEN ERECTED ON THE
 NN0772'HILL JUST WEST OF THE STATION.
 NN0772'
 NN0772'THE AZIMUTH MARK IS NOW 100 FEET WEST OF STATE HIGHWAY 7 CENTERLINE,
 NN0772'FIFTY (50) FEET NORTH OF A TELEPHONE POLE, ONE (1) FOOT EAST
 NN0772'OF A FENCELINE, AND ONE (1) FOOT SOUTH OF A WITNESS POST.
 NN0772'
 NN0772'THE ROUTE DESCRIPTION IS ADEQUATE TO THE AZIMUTH MARK.
 NN0772'
 NN0772'A NEW ROUTE DESCRIPTION FOR THE STATION IS AS FOLLOWS--
 NN0772'
 NN0772'TO REACH THE STATION FROM THE AZIMUTH MARK, GO NORTH ON STATE
 NN0772'HIGHWAY 7 FOR 0.3 MILE TO A GATE ON THE RIGHT.  TURN RIGHT (EAST),
 NN0772'THROUGH THE GATE, AND GO 0.05 MILE ON DIRT FIELD ROAD TO A FORK.
 NN0772'TAKE THE RIGHT FORK TO THE HIGHEST POINT IN THE AREA AND THE
 NN0772'STATION.
 NN0772
 NN0772                          STATION RECOVERY (1974)
 NN0772
 NN0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 NN0772'REF. MKS. 1 AND 2 AND AZ. MK. WERE FOUND IN GOOD CONDITION.
 NN0772'A COMMUNICATIONS TOWER AND A SMALL CONCRETE BLOCK BLDG. ARE
 NN0772'NOW ON THE STATION SITE AND THE MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0795 ***********************************************************************
 NN0795  DESIGNATION -  PAT
 NN0795  PID         -  NN0795
 NN0795  STATE/COUNTY-  NE/KEYA PAHA
 NN0795  USGS QUAD   -  MEADVILLE (1950)
 NN0795
 NN0795                         *CURRENT SURVEY CONTROL
 NN0795  ___________________________________________________________________
 NN0795* NAD 83(1995)-  42 51 00.28701(N)    099 50 11.55860(W)     ADJUSTED  
 NN0795* NAVD 88     -       759.     (meters)    2490.     (feet)  SCALED    
 NN0795  ___________________________________________________________________
 NN0795  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 NN0795  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 NN0795
 NN0795  HORZ ORDER  -  SECOND
 NN0795
 NN0795.The horizontal coordinates were established by classical geodetic methods
 NN0795.and adjusted by the National Geodetic Survey in August 1997..
 NN0795
 NN0795.The orthometric height was scaled from a topographic map.
 NN0795
 NN0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0795
 NN0795.The geoid height was determined by GEOID03.
 NN0795
 NN0795;                    North         East     Units Scale Factor Converg.
 NN0795;SPC NE       -   334,979.588   513,359.834   MT  0.99993469   +0 06 30.0
 NN0795;UTM  14      - 4,744,505.982   431,648.945   MT  0.99965747   -0 34 08.2
 NN0795
 NN0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0795!SPC NE       -   0.99988461  x   0.99993469  =   0.99981931
 NN0795!UTM  14      -   0.99988461  x   0.99965747  =   0.99954212
 NN0795
 NN0795|---------------------------------------------------------------------|
 NN0795| PID    Reference Object                     Distance      Geod. Az  |
 NN0795|                                                           dddmmss.s |
 NN0795| CO3435 PAT RM 1                             20.028 METERS 07919     |
 NN0795| CO3434 PAT AZ MK                                          1553849.7 |
 NN0795| CO3436 PAT RM 2                             21.543 METERS 17022     |
 NN0795|---------------------------------------------------------------------|
 NN0795
 NN0795                          SUPERSEDED SURVEY CONTROL
 NN0795
 NN0795  NAD 83(1986)-  42 51 00.29319(N)    099 50 11.57034(W) AD(       ) 2
 NN0795  NAD 27      -  42 51 00.27900(N)    099 50 10.14800(W) AD(       ) 2
 NN0795
 NN0795.Superseded values are not recommended for survey control.
 NN0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0795.See file dsdata.txt to determine how the superseded data were derived.
 NN0795
 NN0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN3164944506(NAD 83)
 NN0795_MARKER: DS = TRIANGULATION STATION DISK
 NN0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0795
 NN0795  HISTORY     - Date     Condition        Report By
 NN0795  HISTORY     - 1949     MONUMENTED       CGS
 NN0795  HISTORY     - 1968     GOOD             CGS
 NN0795
 NN0795                          STATION DESCRIPTION
 NN0795
 NN0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0795'THE STATION IS LOCATED ABOUT 6.0 MILES WEST-NORTHWEST OF
 NN0795'SPRINGVIEW ON LAND OWNED BY MR. GEORGE PATTERSON.  IT IS ON
 NN0795'THE TOP OF THE HIGHEST HILL IN THE VICINITY, 3.5 FEET NORTHEAST
 NN0795'OF WITNESS POST.  IT IS STAMPED PAT 1949 AND PROJECTS 2
 NN0795'INCHES.
 NN0795'
 NN0795'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, ON
 NN0795'THE EAST EDGE OF THE TOP OF THE HILL.  IT IS STAMPED PAT
 NN0795'NO 1 1949 AND PROJECTS 2 INCHES.
 NN0795'
 NN0795'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, ON THE SOUTH
 NN0795'EDGE OF THE TOP OF THE HILL.  IT IS STAMPED PAT NO 2 1949
 NN0795'AND PROJECTS 3 INCHES.
 NN0795'
 NN0795'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 36 FEET
 NN0795'EAST OF THE CENTER OF STATE HIGHWAY 7 AND 1 FOOT WEST OF
 NN0795'FENCE LINE.  IT IS STAMPED PAT 1949 AND PROJECTS 2 INCHES.
 NN0795'
 NN0795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 NN0795'AND STATE HIGHWAY 72 IN SPRINGVIEW, GO WEST ON STATE HIGHWAY
 NN0795'72 FOR 3.0 MILES TO JUNCTION WITH STATE HIGHWAY 7, CONTINUE
 NN0795'WEST ON STATE HIGHWAY 7 FOR 1.0 MILE, TURN RIGHT AND GO
 NN0795'NORTH FOR 1.0 MILE ON STATE HIGHWAY 7, TURN RIGHT OFF STATE
 NN0795'HIGHWAY 7 AND GO EAST ON TRACK ROAD FOR 0.05 MILE TO FORKS,
 NN0795'TURN LEFT AND GO NORTH ON DIM TRACK ROAD FOR 0.5 MILE TO GATE
 NN0795'IN EAST-WEST FENCE LINE, GO THROUGH GATE AND GO NORTHWEST FOR
 NN0795'0.75 MILE TO HIGHEST POINT OF HILL AND STATION AS
 NN0795'DESCRIBED.
 NN0795'
 NN0795'A 4 FOOT SIGNAL AT STATION BURTON IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'AN 87 FOOT SIGNAL AT STATION WYMAN IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'A 74 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'A 4 FOOT SIGNAL AT STATION MEADVILLE IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'A 74 FOOT SIGNAL AT STATION HIGHLAND IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'A 4 FOOT SIGNAL AT STATION NIOBRARA (USGS) IS VISIBLE AT
 NN0795'4 FEET.
 NN0795'
 NN0795'A 74 FOOT SIGNAL AT STATION NORDEN IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'A 4 FOOT SIGNAL AT STATION MOORE 1936 IS VISIBLE AT 37 FEET.
 NN0795'
 NN0795'A 4 FOOT SIGNAL AT STATION WEWELA 1936 IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'A 4 FOOT SIGNAL AT STATION HOLT IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'A 4 FOOT SIGNAL AT STATION SPRINGVIEW IS VISIBLE AT 4 FEET.
 NN0795'
 NN0795'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0795
 NN0795                          STATION RECOVERY (1968)
 NN0795
 NN0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LS)
 NN0795'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 NN0795'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 NN0795'IN GOOD CONDITION.
 NN0795'
 NN0795'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 NN0795'
 NN0795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183
 NN0795'AND STATE HIGHWAY 12 IN SPRINGVIEW, GO WEST ON STATE HIGHWAY
 NN0795'12 FOR 4.0 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 NN0795'GO NORTH ON A GRAVELED ROAD FOR 0.8 MILE TO THE AZIMUTH MARK
 NN0795'ON THE RIGHT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.2
 NN0795'MILE TO WHERE THE MAIN ROAD TURNS WEST.  GO NORTH ON A TRACK
 NN0795'ROAD FOR 0.1 MILE TO A GATE ON THE LEFT.  PASS THROUGH THE
 NN0795'GATE AND GO NORTH ACROSS PASTURE FOR 0.4 MILE TO AN EAST-WEST
 NN0795'FENCE.  STATION IS 0.75 MILE NORTHWEST OF A GATE ON THE
 NN0795'HIGHEST POINT OF HILL.
 NN0795'
 NN0795'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 NN0795'MILES WEST-NORTHWEST OF SPRINGVIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0624 ***********************************************************************
 NP0624  DESIGNATION -  PAT
 NP0624  PID         -  NP0624
 NP0624  STATE/COUNTY-  NE/SHERIDAN
 NP0624  USGS QUAD   -  WHITE LAKE (1989)
 NP0624
 NP0624                         *CURRENT SURVEY CONTROL
 NP0624  ___________________________________________________________________
 NP0624* NAD 83(1995)-  42 08 37.84494(N)    102 20 12.97739(W)     ADJUSTED  
 NP0624* NAVD 88     -      1273.     (meters)    4177.     (feet)  SCALED    
 NP0624  ___________________________________________________________________
 NP0624  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 NP0624  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 NP0624
 NP0624  HORZ ORDER  -  SECOND
 NP0624
 NP0624.The horizontal coordinates were established by classical geodetic methods
 NP0624.and adjusted by the National Geodetic Survey in August 1997..
 NP0624
 NP0624.The orthometric height was scaled from a topographic map.
 NP0624
 NP0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0624
 NP0624.The geoid height was determined by GEOID03.
 NP0624
 NP0624;                    North         East     Units Scale Factor Converg.
 NP0624;SPC NE       -   259,140.853   306,897.064   MT  0.99972054   -1 32 55.3
 NP0624;UTM  13      - 4,669,180.289   720,059.062   MT  1.00019590   +1 47 15.4
 NP0624
 NP0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0624!SPC NE       -   0.99980340  x   0.99972054  =   0.99952399
 NP0624!UTM  13      -   0.99980340  x   1.00019590  =   0.99999926
 NP0624
 NP0624|---------------------------------------------------------------------|
 NP0624| PID    Reference Object                     Distance      Geod. Az  |
 NP0624|                                                           dddmmss.s |
 NP0624| CQ4562 PAT RM 1                             13.880 METERS 02754     |
 NP0624| CQ4563 PAT RM 2                              9.220 METERS 12846     |
 NP0624| CQ4561 PAT AZ MK                                          2210637.0 |
 NP0624|---------------------------------------------------------------------|
 NP0624
 NP0624                          SUPERSEDED SURVEY CONTROL
 NP0624
 NP0624  NAD 83(1995)-  42 08 37.84256(N)    102 20 12.97837(W) AD(       ) 2
 NP0624  NAD 83(1986)-  42 08 37.84174(N)    102 20 12.97801(W) AD(       ) 2
 NP0624  NAD 27      -  42 08 37.92600(N)    102 20 11.29000(W) AD(       ) 2
 NP0624
 NP0624.Superseded values are not recommended for survey control.
 NP0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0624.See file dsdata.txt to determine how the superseded data were derived.
 NP0624
 NP0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG2005969180(NAD 83)
 NP0624_MARKER: DS = TRIANGULATION STATION DISK
 NP0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0624
 NP0624  HISTORY     - Date     Condition        Report By
 NP0624  HISTORY     - 1946     MONUMENTED       CGS
 NP0624
 NP0624                          STATION DESCRIPTION
 NP0624
 NP0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0624'THE STATION IS 6.5 MILES, AIR LINE, NORTHEAST OF THE VILLAGE
 NP0624'OF LAKESIDE AND BELIEVED TO BE IN THE SW 1/4, SEC. 16, T 25 N,
 NP0624'R 43 W.  IT IS ON THE SUMMIT OF A PROMINENT GRASS-COVERED SAND
 NP0624'HILL THAT HAS A LARGE SAND BLOWOUT ON THE WEST SIDE, THE HILL
 NP0624'IS THE HIGHEST IN THE VICINITY.  IT PROJECTS 4 INCHES AND IS
 NP0624'STAMPED PAT 1946.
 NP0624'
 NP0624'REFERENCE MARK NO. 1 IS APPROXIMATELY 5 FEET BELOW STATION
 NP0624'ELEVATION AND IS 8 FEET EAST OF THE EAST EDGE OF A SAND BLOW
 NP0624'OUT.  IT PROJECTS 2 INCHES AND IS STAMPED PAT NO 1 1946.
 NP0624'
 NP0624'REFERENCE MARK NO. 2 IS APPROXIMATELY 4 FEET BELOW STATION
 NP0624'ELEVATION AND PROJECTS 3 INCHES.  IT IS STAMPED PAT NO 2 1946.
 NP0624'
 NP0624'AZIMUTH MARK IS 7.5 FEET NORTHEAST OF THE CENTER OF A CATTLE
 NP0624'GUARD, 7 FEET NORTH OF THE CENTER OF A TRACK ROAD, AND 3.5 FEET
 NP0624'EAST OF A WIRE FENCE.  IT PROJECTS 10 INCHES AND IS STAMPED
 NP0624'PAT 1946.
 NP0624'
 NP0624'TO REACH FROM JOES STORE IN THE VILLAGE OF LAKESIDE, CROSS AN
 NP0624'EAST-WEST MAIN STREET AND CONTINUE NORTH AND EAST ON MAIN
 NP0624'TRAVELED ROAD FOR 1.8 MILES TO A T ROAD RIGHT.  TURN RIGHT,
 NP0624'EAST, CROSSING OVER CATTLE GUARD AND FOLLOW MAIN TRACK ROAD
 NP0624'EAST AND NORTHEAST FOR 2.6 MILES TO A FORK, 70 FEET EAST OF
 NP0624'A CATTLE GUARD.  TAKE RIGHT FORK AND CONTINUE FOR 2.7 MILES
 NP0624'TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE 0.6 MILE TO
 NP0624'A REVERSE Y FORK.  CONTINUE STRAIGHT AHEAD, NORTHEAST, FOR
 NP0624'0.35 MILE TO A CATTLE GUARD.  *CROSS CATTLE GUARD AND FOLLOW
 NP0624'TRACK ROAD FOR 0.15 MILE TO A FORK.  TAKE LEFT FORK AND GO
 NP0624'0.25 MILE TO A CATTLE GUARD.  CROSS CATTLE GUARD AND
 NP0624'CONTINUE NORTH ON TRACK ROAD, ALONG EAST SIDE OF LAKE, FOR
 NP0624'0.45 MILE.  TURN RIGHT, LEAVING ROAD, AND DRIVE
 NP0624'EAST-SOUTHEAST UP A GRASSY SLOPE FOR 0.8 MILE TO THE HIGHEST
 NP0624'POINT AND THE STATION AS DESCRIBED.
 NP0624'
 NP0624'*AZIMUTH MARK IS NORTH OF ROAD AND NORTHEAST OF CATTLE GUARD
 NP0624'MENTIONED ABOVE AND AS DESCRIBED IN AZIMUTH MARK DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1414 ***********************************************************************
 LF1414  DESIGNATION -  PAUL ST JOSEPHS CATH CH SPIRE
 LF1414  PID         -  LF1414
 LF1414  STATE/COUNTY-  NE/OTOE
 LF1414  USGS QUAD   -  PAUL (1966)
 LF1414
 LF1414                         *CURRENT SURVEY CONTROL
 LF1414  ___________________________________________________________________
 LF1414* NAD 83(1995)-  40 34 50.56284(N)    095 56 06.02556(W)     ADJUSTED  
 LF1414* NAVD 88     -                                                        
 LF1414  ___________________________________________________________________
 LF1414  LAPLACE CORR-          -8.31  (seconds)                    DEFLEC99
 LF1414  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LF1414
 LF1414  HORZ ORDER  -  THIRD
 LF1414
 LF1414.The horizontal coordinates were established by classical geodetic methods
 LF1414.and adjusted by the National Geodetic Survey in August 1997..
 LF1414
 LF1414
 LF1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1414
 LF1414.The geoid height was determined by GEOID03.
 LF1414
 LF1414;                    North         East     Units Scale Factor Converg.
 LF1414;SPC NE       -    91,068.815   843,967.261   MT  0.99978782   +2 41 37.9
 LF1414;UTM  15      - 4,496,354.721   251,586.930   MT  1.00035964   -1 54 36.9
 LF1414;UTM  14      - 4,496,729.852   759,416.399   MT  1.00042844   +1 59 41.8
 LF1414
 LF1414                          SUPERSEDED SURVEY CONTROL
 LF1414
 LF1414  NAD 83(1986)-  40 34 50.56918(N)    095 56 06.02100(W) AD(       ) 4
 LF1414  NAD 27      -  40 34 50.57400(N)    095 56 05.00200(W) AD(       ) 3
 LF1414
 LF1414.Superseded values are not recommended for survey control.
 LF1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1414.See file dsdata.txt to determine how the superseded data were derived.
 LF1414
 LF1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5158796355(NAD 83)
 LF1414_MARKER: 90 = CHURCH SPIRE
 LF1414
 LF1414  HISTORY     - Date     Condition        Report By
 LF1414  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1414
 LF1414                          STATION DESCRIPTION
 LF1414
 LF1414'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1183 ***********************************************************************
 LH1183  DESIGNATION -  PAULINE
 LH1183  PID         -  LH1183
 LH1183  STATE/COUNTY-  NE/ADAMS
 LH1183  USGS QUAD   -  PAULINE (1969)
 LH1183
 LH1183                         *CURRENT SURVEY CONTROL
 LH1183  ___________________________________________________________________
 LH1183* NAD 83(1995)-  40 26 13.03511(N)    098 18 57.23373(W)     ADJUSTED  
 LH1183* NAVD 88     -       563.     (meters)    1847.     (feet)  SCALED    
 LH1183  ___________________________________________________________________
 LH1183  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 LH1183  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 LH1183
 LH1183  HORZ ORDER  -  THIRD
 LH1183
 LH1183.The horizontal coordinates were established by classical geodetic methods
 LH1183.and adjusted by the National Geodetic Survey in August 1997..
 LH1183
 LH1183.The orthometric height was scaled from a topographic map.
 LH1183
 LH1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1183
 LH1183.The geoid height was determined by GEOID03.
 LH1183
 LH1183;                    North         East     Units Scale Factor Converg.
 LH1183;SPC NE       -    68,412.171   642,857.907   MT  0.99983098   +1 06 57.8
 LH1183;UTM  14      - 4,476,481.368   558,021.030   MT  0.99964144   +0 26 37.4
 LH1183
 LH1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1183!SPC NE       -   0.99991567  x   0.99983098  =   0.99974667
 LH1183!UTM  14      -   0.99991567  x   0.99964144  =   0.99955714
 LH1183
 LH1183:                Primary Azimuth Mark                     Grid Az
 LH1183:SPC NE       -  PAULINE AZ MK                            181 02 10.1
 LH1183:UTM  14      -  PAULINE AZ MK                            181 42 30.5
 LH1183
 LH1183|---------------------------------------------------------------------|
 LH1183| PID    Reference Object                     Distance      Geod. Az  |
 LH1183|                                                           dddmmss.s |
 LH1183| CN9428 PAULINE AZ MK                                      1820907.9 |
 LH1183| LH1189 BLUE HILL MUNICIPAL STANDPIPE       APPROX.16.2 KM 2244400.7 |
 LH1183| CN9429 PAULINE RM 1                         22.413 METERS 23329     |
 LH1183| CN9430 PAULINE RM 2                         22.870 METERS 30801     |
 LH1183|---------------------------------------------------------------------|
 LH1183
 LH1183                          SUPERSEDED SURVEY CONTROL
 LH1183
 LH1183  NAD 83(1986)-  40 26 13.04236(N)    098 18 57.23307(W) AD(       ) 3
 LH1183  NAD 27      -  40 26 12.98700(N)    098 18 56.04400(W) AD(       ) 3
 LH1183
 LH1183.Superseded values are not recommended for survey control.
 LH1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1183.See file dsdata.txt to determine how the superseded data were derived.
 LH1183
 LH1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5802176481(NAD 83)
 LH1183_MARKER: DS = TRIANGULATION STATION DISK
 LH1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1183
 LH1183  HISTORY     - Date     Condition        Report By
 LH1183  HISTORY     - 1951     MONUMENTED       CGS
 LH1183  HISTORY     - 1970     MARK NOT FOUND   NGS
 LH1183
 LH1183                          STATION DESCRIPTION
 LH1183
 LH1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1183'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF PAULINE AND 6.5
 LH1183'MILES EAST OF AYR.  IT IS IN A RIGHT-OF-WAY FENCE LINE OF A
 LH1183'NORTH-SOUTH ROAD, JUST EAST OF A FARM HOUSE.  IT IS 134 FEET
 LH1183'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 74 AND 35 FEET EAST OF
 LH1183'CENTER LINE OF A NORTH-SOUTH ROAD.  IT IS STAMPED PAULINE 1951
 LH1183'AND IS FLUSH.
 LH1183'
 LH1183'REFERENCE MARK NO. 1 IS 23 FEET WEST OF THE CENTERLINE OF
 LH1183'NORTH-SOUTH ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE. IT
 LH1183'IS STAMPED PAULINE NO 1 1951 AND PROJECTS 4 INCHES.
 LH1183'
 LH1183'REFERENCE MARK NO. 2 IS 23 FEET WEST OF THE CENTERLINE OF A
 LH1183'NORTH-SOUTH ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 LH1183'IT IS STAMPED PAULINE 2 1951 AND PROJECTS 4 INCHES.
 LH1183'
 LH1183'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 89.95 FEET.
 LH1183'
 LH1183'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTERLINE OF A
 LH1183'NORTH-SOUTH ROAD, 1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE AND
 LH1183'1.5 FEET NORTH OF A WITNESS POST.  IT IS STAMPED PAULINE 1951 AND
 LH1183'PROJECTS 2 INCHES.
 LH1183'
 LH1183'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 281 AND
 LH1183'STATE HIGHWAY 74 AT THE EAST EDGE OF AYR, GO EAST ON U.S.
 LH1183'HIGHWAY 281 AND STATE HIGHWAY 74 FOR 1.5 MILES TO WHERE U.S.
 LH1183'HIGHWAY TURNS NORTH, KEEP STRAIGHT AHEAD ON STATE HIGHWAY 74
 LH1183'FOR 4.85 MILES TO A T ROAD RIGHT.  TURN RIGHT AND GO SOUTH 50
 LH1183'YARDS TO THE STATION ON THE LEFT AS DESCRIBED.
 LH1183'
 LH1183'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.3 MILE
 LH1183'TO THE MARK ON THE RIGHT AS DESCRIBED.
 LH1183
 LH1183                          STATION RECOVERY (1970)
 LH1183
 LH1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LH1183'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LH1183'AZIMUTH MARK WERE SEARCHED FOR AND WAS ASSUMED ALL MARKS WERE
 LH1183'DESTROYED BY ROAD CONSTRUCTION AND WHEN UNDERGROUND TELEPHONE CABLE
 LH1183'WAS INSTALLED AT THE STATION SITE.  A 3 FEET BY 8 FEET TRENCH WAS
 LH1183'DUG FROM THE MEASUREMENTS FROM THE ROADS AND THE UNDERGROUND MARK
 LH1183'WAS NOT FOUND.  THIS STATION SHOULD BE CONSIDERED DESTROYED.
 LH1183'
 LH1183'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 LH1183'NORTHEAST OF PAULINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0382 ***********************************************************************
 MM0382  DESIGNATION -  PAWNEE
 MM0382  PID         -  MM0382
 MM0382  STATE/COUNTY-  NE/LINCOLN
 MM0382  USGS QUAD   -  BRADY NW (1972)
 MM0382
 MM0382                         *CURRENT SURVEY CONTROL
 MM0382  ___________________________________________________________________
 MM0382* NAD 83(1995)-  41 09 14.48481(N)    100 26 06.33071(W)     ADJUSTED  
 MM0382* NAVD 88     -       853.     (meters)    2799.     (feet)  SCALED    
 MM0382  ___________________________________________________________________
 MM0382  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 MM0382  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 MM0382
 MM0382  HORZ ORDER  -  THIRD
 MM0382
 MM0382.The horizontal coordinates were established by classical geodetic methods
 MM0382.and adjusted by the National Geodetic Survey in August 1997..
 MM0382
 MM0382.The orthometric height was scaled from a topographic map.
 MM0382
 MM0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0382
 MM0382.The geoid height was determined by GEOID03.
 MM0382
 MM0382;                    North         East     Units Scale Factor Converg.
 MM0382;SPC NE       -   146,722.569   463,490.753   MT  0.99967734   -0 17 18.0
 MM0382;UTM  14      - 4,556,847.876   379,586.265   MT  0.99977845   -0 56 40.3
 MM0382
 MM0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0382!SPC NE       -   0.99986967  x   0.99967734  =   0.99954706
 MM0382!UTM  14      -   0.99986967  x   0.99977845  =   0.99964815
 MM0382
 MM0382|---------------------------------------------------------------------|
 MM0382| PID    Reference Object                     Distance      Geod. Az  |
 MM0382|                                                           dddmmss.s |
 MM0382| CN9432 PAWNEE RM 1                          37.417 METERS 02527     |
 MM0382| CN9431 PAWNEE AZ MK                                       1660714.3 |
 MM0382| MM0386 MAXWELL ATT CO KAC 33 RAD TWR       APPROX. 7.6 KM 2501456.9 |
 MM0382| CN9433 PAWNEE RM 2                          46.397 METERS 31533     |
 MM0382|---------------------------------------------------------------------|
 MM0382
 MM0382                          SUPERSEDED SURVEY CONTROL
 MM0382
 MM0382  NAD 83(1986)-  41 09 14.49046(N)    100 26 06.33790(W) AD(       ) 3
 MM0382  NAD 27      -  41 09 14.48454(N)    100 26 04.85806(W) AD(       ) 3
 MM0382
 MM0382.Superseded values are not recommended for survey control.
 MM0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0382.See file dsdata.txt to determine how the superseded data were derived.
 MM0382
 MM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7958656848(NAD 83)
 MM0382_MARKER: DS = TRIANGULATION STATION DISK
 MM0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0382
 MM0382  HISTORY     - Date     Condition        Report By
 MM0382  HISTORY     - 1951     MONUMENTED       CGS
 MM0382
 MM0382                          STATION DESCRIPTION
 MM0382
 MM0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0382'THE STATION IS LOCATED ABOUT 10.0 MILES NORTH-NORTHWEST OF
 MM0382'BRADY AND ABOUT 7.0 MILES NORTHEAST OF MAXWELL ON THE HIGHEST
 MM0382'POINT OF A PROMINENT SAND HILL.  IT IS STAMPED PAWNEE 1951 AND
 MM0382'IS FLUSH WITH THE GROUND SURFACE.
 MM0382'
 MM0382'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF HILL AND IS
 MM0382'ABOUT 15 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 MM0382'STAMPED PAWNEE NO 1 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 MM0382'
 MM0382'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF HILL AND IS
 MM0382'ABOUT 20 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 MM0382'STAMPED PAWNEE NO 2 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 MM0382'
 MM0382'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 159.44 FEET.
 MM0382'
 MM0382'THE AZIMUTH MARK IS SET IN AN EAST-WEST FENCE LINE, 2 FEET
 MM0382'EAST OF A WITNESS POST AND 1 FOOT WEST OF THE WEST END OF A
 MM0382'WIRE GATE.  IT IS STAMPED PAWNEE 1951 AND PROJECTS 3 INCHES.
 MM0382'
 MM0382'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD STATION
 MM0382'IN BRADY, GO NORTHWEST ON U.S. HIGHWAY 30 FOR 3.75 MILES TO A
 MM0382'T ROAD RIGHT, TURN RIGHT AND GO NORTH ON DIRT ROAD FOR 1.8 MILES
 MM0382'TO A CATTLE GUARD AND END OF GRADED ROAD, CROSS CATTLE GUARD AND
 MM0382'GO NORTHWEST ON TRACK ROAD FOR 0.5 MILE TO A FORK JUST AFTER
 MM0382'PASSING HOUSE ON RIGHT.  TAKE RIGHT FORK AND GO NORTH FOR 0.1
 MM0382'MILE TO A GATE IN EAST-WEST FENCE LINE, PASS THROUGH GATE AND
 MM0382'CONTINUE NORTH ON TRACK ROAD FOR 1.3 MILES TO A CATTLE GUARD,
 MM0382'CROSS CATTLE GUARD AND CONTINUE NORTH ON TRACK ROAD FOR 0.3
 MM0382'MILE TO A FORK JUST AFTER CROSSING CATTLE GUARD, TAKE LEFT FORK
 MM0382'AND CONTINUE NORTH FOR 0.6 MILE TO A GATE IN EAST-WEST FENCE
 MM0382'LINE.  PASS THROUGH GATE AND CONTINUE NORTH FOR 1.0 MILE TO A
 MM0382'FORK JUST AFTER CROSSING CATTLE GUARD, TAKE LEFT FORK AND
 MM0382'CONTINUE NORTH FOR 0.45 MILE ON DIM TRACK ROAD TO A
 MM0382'WINDMILL, PASS TO THE EAST OF WINDMILL AND CONTINUE NORTH
 MM0382'ACROSS PASTURE FOR 0.5 MILE TO A GATE IN EAST-WEST FENCE LINE
 MM0382'AND AZIMUTH MARK ON LEFT AS DESCRIBED.  PASS THROUGH GATE
 MM0382'AND CONTINUE NORTH FOR 0.7 MILE, FROM THIS POINT TURN LEFT
 MM0382'AND GO SOUTHWEST UP HILL FOR 0.2 MILE TO HIGHEST POINT AND
 MM0382'STATION AS DESCRIBED.
 MM0382'
 MM0382'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0209 ***********************************************************************
 LG0209  DESIGNATION -  PAWNEE CITY
 LG0209  PID         -  LG0209
 LG0209  STATE/COUNTY-  NE/PAWNEE
 LG0209  USGS QUAD   -  PAWNEE CITY (1965)
 LG0209
 LG0209                         *CURRENT SURVEY CONTROL
 LG0209  ___________________________________________________________________
 LG0209* NAD 83(1986)-  40 06 30.     (N)    096 09 15.     (W)     SCALED    
 LG0209* NAVD 88     -       362.798  (meters)    1190.28   (feet)  ADJUSTED  
 LG0209  ___________________________________________________________________
 LG0209  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 LG0209  DYNAMIC HT  -         362.599 (meters)    1189.63  (feet)  COMP
 LG0209  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 LG0209
 LG0209  VERT ORDER  -  SECOND    CLASS 0
 LG0209
 LG0209.The horizontal coordinates were scaled from a topographic map and have
 LG0209.an estimated accuracy of +/- 6 seconds.
 LG0209
 LG0209.The orthometric height was determined by differential leveling
 LG0209.and adjusted by the National Geodetic Survey in June 1991..
 LG0209
 LG0209.The geoid height was determined by GEOID03.
 LG0209
 LG0209.The dynamic height is computed by dividing the NAVD 88
 LG0209.geopotential number by the normal gravity value computed on the
 LG0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0209.degrees latitude (g = 980.6199 gals.).
 LG0209
 LG0209.The modeled gravity was interpolated from observed gravity values.
 LG0209
 LG0209;                    North         East    Units  Estimated Accuracy
 LG0209;SPC NE       -    37,830.      827,770.      MT  (+/- 180 meters Scaled)
 LG0209
 LG0209                          SUPERSEDED SURVEY CONTROL
 LG0209
 LG0209  NGVD 29 (??/??/92)  362.691  (m)         1189.93   (f) ADJ UNCH    2 0
 LG0209
 LG0209.Superseded values are not recommended for survey control.
 LG0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0209.See file dsdata.txt to determine how the superseded data were derived.
 LG0209
 LG0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK425436(NAD 83)
 LG0209_MARKER: DB = BENCH MARK DISK
 LG0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0209_STAMPING: PAWNEE CITY 1934
 LG0209_MARK LOGO: CGS   
 LG0209_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0209+STABILITY: SURFACE MOTION
 LG0209
 LG0209  HISTORY     - Date     Condition        Report By
 LG0209  HISTORY     - 1934     MONUMENTED       CGS
 LG0209  HISTORY     - 1964     GOOD             USGS
 LG0209  HISTORY     - 19990520 GOOD             NEDR
 LG0209
 LG0209                          STATION DESCRIPTION
 LG0209
 LG0209'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LG0209'AT PAWNEE CITY.
 LG0209'IN THE NW CORNER OF THE COURT-HOUSE YARD, 45 FT. SOUTH AND 85 FT.
 LG0209'EAST OF THE STREET INTERSECTION, NW OF COURT-HOUSE, 5 FT. SOUTH OF
 LG0209'THE SOUTH EDGE OF AN E-W SIDE-WALK ALONG THE NORTH SIDE OF
 LG0209'SQUARE, AND 41 FT. W N W OF A FLAG-POLE.  SET IN A CONCRETE POST,
 LG0209'PROJECTING ABOUT .2 ABOVE THE GROUND.
 LG0209
 LG0209                          STATION RECOVERY (1999)
 LG0209
 LG0209'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 LG0209'THE MARK WAS RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF
 LG0209'SIDEWALK CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1015 ***********************************************************************
 LG1015  DESIGNATION -  PAWNEE CITY MUN STANDPIPE
 LG1015  PID         -  LG1015
 LG1015  STATE/COUNTY-  NE/PAWNEE
 LG1015  USGS QUAD   -  PAWNEE CITY (1965)
 LG1015
 LG1015                         *CURRENT SURVEY CONTROL
 LG1015  ___________________________________________________________________
 LG1015* NAD 83(1995)-  40 06 58.06210(N)    096 09 13.54928(W)     ADJUSTED  
 LG1015* NAVD 88     -                                                        
 LG1015  ___________________________________________________________________
 LG1015  LAPLACE CORR-          -8.05  (seconds)                    DEFLEC99
 LG1015  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 LG1015
 LG1015  HORZ ORDER  -  THIRD
 LG1015
 LG1015.The horizontal coordinates were established by classical geodetic methods
 LG1015.and adjusted by the National Geodetic Survey in August 1997..
 LG1015
 LG1015
 LG1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1015
 LG1015.The geoid height was determined by GEOID03.
 LG1015
 LG1015;                    North         East     Units Scale Factor Converg.
 LG1015;SPC NE       -    38,692.020   827,763.206   MT  0.99994953   +2 32 56.0
 LG1015;SPC KS N     -   199,529.445   557,390.105   MT  1.00007095   +1 10 05.3
 LG1015;UTM  14      - 4,444,530.156   742,558.932   MT  1.00032434   +1 50 05.4
 LG1015
 LG1015                          SUPERSEDED SURVEY CONTROL
 LG1015
 LG1015  NAD 83(1986)-  40 06 58.07029(N)    096 09 13.54556(W) AD(       ) 4
 LG1015  NAD 27      -  40 06 58.07100(N)    096 09 12.52400(W) AD(       ) 3
 LG1015
 LG1015.Superseded values are not recommended for survey control.
 LG1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1015.See file dsdata.txt to determine how the superseded data were derived.
 LG1015
 LG1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4255944530(NAD 83)
 LG1015_MARKER: 52 = STANDPIPE TANK
 LG1015
 LG1015  HISTORY     - Date     Condition        Report By
 LG1015  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1015  HISTORY     - 20050716 MARK NOT FOUND   USPSQD
 LG1015
 LG1015                          STATION DESCRIPTION
 LG1015
 LG1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1015'THE STANDPIPE IS LOCATED IN THE NORTHWEST EDGE OF PAWNEE CITY.
 LG1015'IT IS A ROUND STEEL STRUCTURE, 12 FEET IN DIAMETER AND 125 FEET
 LG1015'HIGH.  IT IS 150 FEET EAST OF STATE HIGHWAY 4 AND 50 AND 250 FEET
 LG1015'SOUTH OF AN EAST-WEST STREET.  THE POINT OBSERVED UPON WAS THE
 LG1015'CENTER OF THE STANDPIPE.
 LG1015
 LG1015                          STATION RECOVERY (2005)
 LG1015
 LG1015'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG1015'STATION NOT FOUND. SITE LOCATED. NO 12-FOOT DIAMETER STANDPIPE EXISTS
 LG1015'AT SITE. STATE HIGHWAY 4 REFERENCED IN THE 1947 DESCRIPTION NO LONGER
 LG1015'GOES THROUGH PAWNEE CITY. A NEW WATER TANK HAS BEEN ERECTED AT THE
 LG1015'SITE, NORTH OF 13TH STREET AND EAST OF STATE HIGHWAY 50.  THIS STATION
 LG1015'SOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1131 ***********************************************************************
 AI1131  DESIGNATION -  PAWNEE CITY RESET
 AI1131  PID         -  AI1131
 AI1131  STATE/COUNTY-  NE/PAWNEE
 AI1131  USGS QUAD   -  PAWNEE CITY (1965)
 AI1131
 AI1131                         *CURRENT SURVEY CONTROL
 AI1131  ___________________________________________________________________
 AI1131* NAD 83(1986)-  40 06 30.     (N)    096 09 15.     (W)     SCALED    
 AI1131* NAVD 88     -       362.71   (meters)    1190.0    (feet)  RESET     
 AI1131  ___________________________________________________________________
 AI1131  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 AI1131
 AI1131  VERT ORDER  -  THIRD
 AI1131
 AI1131.The horizontal coordinates were scaled from a topographic map and have
 AI1131.an estimated accuracy of +/- 6 seconds.
 AI1131
 AI1131.The orthometric height was computed from unverified reset data.
 AI1131.No vertical observational check was made to the station.
 AI1131
 AI1131.The geoid height was determined by GEOID03.
 AI1131
 AI1131;                    North         East    Units  Estimated Accuracy
 AI1131;SPC NE       -    37,830.      827,770.      MT  (+/- 180 meters Scaled)
 AI1131
 AI1131                          SUPERSEDED SURVEY CONTROL
 AI1131
 AI1131.No superseded survey control is available for this station.
 AI1131
 AI1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK425436(NAD 83)
 AI1131_MARKER: DV = VERTICAL CONTROL DISK
 AI1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1131_STAMPING: PAWNEE CITY RESET 1999
 AI1131_MARK LOGO: NGS   
 AI1131_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1131+STABILITY: SURFACE MOTION
 AI1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1131+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI1131
 AI1131  HISTORY     - Date     Condition        Report By
 AI1131  HISTORY     - 1999     MONUMENTED       NEDR
 AI1131
 AI1131                          STATION DESCRIPTION
 AI1131
 AI1131'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1999 (TWR)
 AI1131'THE MARK IS IN PAWNEE CITY, AT THE PAWNEE COUNTY COURTHOUSE, IN THE
 AI1131'NORTHWEST CORNER OF THE LAWN AND IN SEC35, T2N, R11E.  THE DISK IS SET
 AI1131'INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 93.61 FT (28.53 M)
 AI1131'NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK WALL OF THE COURTHOUSE
 AI1131'STEPS, 81.6 FT (24.9 M) EAST OF THE CENTERLINE OF F STREET, 59.0 FT
 AI1131'(18.0 M) SOUTH OF THE CENTERLINE OF 6TH STREET AND 36.47 FT (11.12 M)
 AI1131'WEST OF A CHISELED X ON A CONCRETE CURB.  A MAGNET WAS PLACED INTO THE
 AI1131'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0465 ***********************************************************************
 MM0465  DESIGNATION -  PAXTON
 MM0465  PID         -  MM0465
 MM0465  STATE/COUNTY-  NE/KEITH
 MM0465  USGS QUAD   -  NEVENS (1971)
 MM0465
 MM0465                         *CURRENT SURVEY CONTROL
 MM0465  ___________________________________________________________________
 MM0465* NAD 83(1995)-  41 08 45.79642(N)    101 26 59.78527(W)     ADJUSTED  
 MM0465* NAVD 88     -      1041.2    (meters)    3416.     (feet)  VERTCON   
 MM0465  ___________________________________________________________________
 MM0465  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 MM0465  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 MM0465
 MM0465  HORZ ORDER  -  FIRST
 MM0465
 MM0465.The horizontal coordinates were established by classical geodetic methods
 MM0465.and adjusted by the National Geodetic Survey in August 1997..
 MM0465
 MM0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0465
 MM0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0465
 MM0465.The geoid height was determined by GEOID03.
 MM0465
 MM0465;                    North         East     Units Scale Factor Converg.
 MM0465;SPC NE       -   146,766.281   378,323.561   MT  0.99967820   -0 57 39.1
 MM0465;UTM  14      - 4,557,863.884   294,403.246   MT  1.00012026   -1 36 45.3
 MM0465
 MM0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0465!SPC NE       -   0.99984006  x   0.99967820  =   0.99951831
 MM0465!UTM  14      -   0.99984006  x   1.00012026  =   0.99996030
 MM0465
 MM0465:                Primary Azimuth Mark                     Grid Az
 MM0465:SPC NE       -  PAXTON RM 1 AZIMUTH                      018 04 47.5
 MM0465:UTM  14      -  PAXTON RM 1 AZIMUTH                      018 43 53.7
 MM0465
 MM0465|---------------------------------------------------------------------|
 MM0465| PID    Reference Object                     Distance      Geod. Az  |
 MM0465|                                                           dddmmss.s |
 MM0465| CP7926 PAXTON RM 1 AZIMUTH                                0170708.4 |
 MM0465| CP7927 PAXTON RM 2                          31.519 METERS 14637     |
 MM0465| CP7928 PAXTON RM 3                          50.246 METERS 35316     |
 MM0465|---------------------------------------------------------------------|
 MM0465
 MM0465                          SUPERSEDED SURVEY CONTROL
 MM0465
 MM0465  NAD 83(1986)-  41 08 45.79900(N)    101 26 59.79090(W) AD(       ) 1
 MM0465  NAD 27      -  41 08 45.82700(N)    101 26 58.18600(W) AD(       ) 1
 MM0465  NGVD 29 (07/19/86) 1040.8    (m)         3415.     (f) VERT ANG       
 MM0465
 MM0465.Superseded values are not recommended for survey control.
 MM0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0465.See file dsdata.txt to determine how the superseded data were derived.
 MM0465
 MM0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL9440357864(NAD 83)
 MM0465_MARKER: DS = TRIANGULATION STATION DISK
 MM0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0465
 MM0465  HISTORY     - Date     Condition        Report By
 MM0465  HISTORY     - 1933     MONUMENTED       CGS
 MM0465  HISTORY     - 1967     GOOD             NEDR
 MM0465  HISTORY     - 1971     GOOD             NGS
 MM0465  HISTORY     - 1973     GOOD             USGS
 MM0465  HISTORY     - 1978     GOOD             LOCENG
 MM0465
 MM0465                          STATION DESCRIPTION
 MM0465
 MM0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0465'ABOUT 5 MILES NORTH OF WEST OF PAXTON ON A PROMINENT HILL AT EAST
 MM0465'END OF TABLE-LAND BETWEEN NORTH PLATTE AND SOUTH PLATTE RIVERS
 MM0465'IN NORTHEAST QUARTER SEC. 33, T. 14 N., R. 36 W.
 MM0465'
 MM0465'REACHED FROM PAXTON VIA MAIN STREET NORTH 2.2 MILES TO GRAVELED
 MM0465'ROAD LEADING WEST, THENCE WEST, NORTH AND WEST 4.4 MILES TO
 MM0465'POINT WHERE HIGHWAY TURNS NORTH.  AZIMUTH MARK IS SOUTH OF
 MM0465'ROAD AT THIS POINT.  TURN SOUTHWEST PAST J.J. BASSETTS HOUSE AND
 MM0465'FOLLOW FARM ROAD 0.7 MILE TO A LARGE DRAW, THENCE FOLLOW UP DRAW
 MM0465'0.7 MILE TO HEAD, THENCE NORTHEAST 250 YARDS TO STATION.  TRUCK
 MM0465'TO STATION.  STATION IS ON HIGHEST POINT IN VICINITY.
 MM0465'
 MM0465'REFERENCE MARK NO. 1, AZIMUTH MARK, IS EAST OF NORTH OF STATION
 MM0465'IN SOUTH FENCE LINE OF HIGHWAY JUST EAST OF GATE TO RANCH AS
 MM0465'NOTED ABOVE.
 MM0465'
 MM0465'REFERENCE MARK NO. 2 IS EAST OF SOUTH OF STATION ON SOUTH
 MM0465'SLOPE OF SAME RIDGE.
 MM0465'
 MM0465'REFERENCE MARK NO. 3 IS NORTH OF STATION ON NORTH END OF
 MM0465'SAME RIDGE.
 MM0465'
 MM0465'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MM0465
 MM0465                          STATION RECOVERY (1967)
 MM0465
 MM0465'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0465'STATION, REF. NO. 1 (AX.), REF. NO. 2, REF. NO. 3 WERE ALL
 MM0465'FOUND TO BE IN GOOD CONDITION AND AS DESCRIBED IN 1951 RECOVERY
 MM0465'NOTE.  AZIMUTH MARK COULD NOT BE TURNED BECAUSE OF TREES ON
 MM0465'LINE NEAR FARM HOUSE.
 MM0465
 MM0465                          STATION RECOVERY (1971)
 MM0465
 MM0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MM0465'STATION, RM 1 (AZ MARK), RM 2 AND RM 3 ALL RECOVERED IN GOOD
 MM0465'CONDITION.  AZIMUTH MARK IS NO LONGER VISIBLE FROM STATION DUE TO
 MM0465'TREES.
 MM0465'
 MM0465'NEW ROUTE DESCRIPTION FOLLOWS--TO REACH THE STATION FROM THE
 MM0465'INTERSECTION OF MAIN ST. AND U.S. HWY 30 IN PAXTON, NEB., GO WEST ON
 MM0465'HWY 30 FOR 5.15 MILES TO A CATTLEGUARD AND TRACK ROAD (LEADING TO
 MM0465'GLEN BASSET FARM) ON THE RIGHT.  TURN RIGHT (NORTH) ON TRACK ROAD FOR
 MM0465'1.0 MILE TO THE BASSET HOME.  CONTINUE NORTHERLY (BETWEEN HOUSE AND
 MM0465'GARAGE) ON TRACK ROAD FOR 0.4 MILE TO A FIELD ENTRANCE ON THE
 MM0465'RIGHT.  TURN RIGHT (EAST) INTO FIELD AND PROCEED NORTHEAST FOR 0.3
 MM0465'MILE TO A GATE IN A NORTH-SOUTH FENCELINE.  ENTER GATE AND GO SOUTH
 MM0465'AND EAST FOR 0.15 MILE TO THE TOP OF THE HILL AND THE STATION.
 MM0465
 MM0465                          STATION RECOVERY (1973)
 MM0465
 MM0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JEK)
 MM0465'STA. MK., R.M. 2 AND R.M. 3 WERE FOUND IN GOOD CONDITION AS
 MM0465'DESCRIBED.  R.M. 1 (AZ. MK.) WAS NOT VISITED.
 MM0465'
 MM0465'DISTANCE TO R.M. 2 MISSED -0.02 FT.  R.M. 3 MISSED -0.01 FT.
 MM0465'
 MM0465'DIRECTION TO R.M. 2 MISSED -27.67 SECONDS IN AZIMUTH.  R.M.
 MM0465'3 MISSED +10.05 SECONDS IN AZIMUTH.
 MM0465'
 MM0465'THE OLD DESCRIPTION IS ADEQUATE.
 MM0465
 MM0465                          STATION RECOVERY (1978)
 MM0465
 MM0465'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (LRS)
 MM0465'PAXTON U.S.C. AND G.S. RECOVERED GOOD.  ALL REFERENCE MARKS FOUND
 MM0465'INCLUDING AZIMUTH MARK.
 MM0465'
 MM0465'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MI. N. AND 4.4 MI. W.
 MM0465'OF PAXTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0462 ***********************************************************************
 NO0462  DESIGNATION -  PEAK
 NO0462  PID         -  NO0462
 NO0462  STATE/COUNTY-  NE/CHERRY
 NO0462  USGS QUAD   -  INDIAN HILL (1985)
 NO0462
 NO0462                         *CURRENT SURVEY CONTROL
 NO0462  ___________________________________________________________________
 NO0462* NAD 83(1995)-  42 36 24.75671(N)    101 28 52.74005(W)     ADJUSTED  
 NO0462* NAVD 88     -      1090.     (meters)    3576.     (feet)  SCALED    
 NO0462  ___________________________________________________________________
 NO0462  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 NO0462  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 NO0462
 NO0462  HORZ ORDER  -  SECOND
 NO0462
 NO0462.The horizontal coordinates were established by classical geodetic methods
 NO0462.and adjusted by the National Geodetic Survey in August 1997..
 NO0462
 NO0462.The orthometric height was scaled from a topographic map.
 NO0462
 NO0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0462
 NO0462.The geoid height was determined by GEOID03.
 NO0462
 NO0462;                    North         East     Units Scale Factor Converg.
 NO0462;SPC NE       -   308,994.341   378,469.774   MT  0.99984356   -0 58 54.0
 NO0462;UTM  14      - 4,720,145.225   296,461.961   MT  1.00010972   -1 40 49.2
 NO0462
 NO0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0462!SPC NE       -   0.99983209  x   0.99984356  =   0.99967568
 NO0462!UTM  14      -   0.99983209  x   1.00010972  =   0.99994179
 NO0462
 NO0462|---------------------------------------------------------------------|
 NO0462| PID    Reference Object                     Distance      Geod. Az  |
 NO0462|                                                           dddmmss.s |
 NO0462| CQ4576 PEAK RM 1                            10.070 METERS 00622     |
 NO0462| CQ4575 PEAK AZ MK                                         1340639.8 |
 NO0462| CQ4577 PEAK RM 2                            13.564 METERS 22241     |
 NO0462|---------------------------------------------------------------------|
 NO0462
 NO0462                          SUPERSEDED SURVEY CONTROL
 NO0462
 NO0462  NAD 83(1986)-  42 36 24.75267(N)    101 28 52.74634(W) AD(       ) 2
 NO0462  NAD 27      -  42 36 24.76700(N)    101 28 51.16800(W) AD(       ) 2
 NO0462
 NO0462.Superseded values are not recommended for survey control.
 NO0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0462.See file dsdata.txt to determine how the superseded data were derived.
 NO0462
 NO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN9646220145(NAD 83)
 NO0462_MARKER: DR = REFERENCE MARK DISK
 NO0462_SETTING: 0 = UNSPECIFIED SETTING
 NO0462
 NO0462  HISTORY     - Date     Condition        Report By
 NO0462  HISTORY     - 1949     MONUMENTED       CGS
 NO0462
 NO0462                          STATION DESCRIPTION
 NO0462
 NO0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0462'THE STATION IS LOCATED ABOUT 23-1/2 MILES SOUTH OF ELI AND
 NO0462'ABOUT 1/2 MILE SOUTH OF THE SNAKE RIVER ON THE HIGHEST POINT
 NO0462'OF THE MOST PROMINENT SAND RIDGE FOR MILES AROUND AND ON LAND
 NO0462'OWNED BY THE METZGERS RANCH.  IT IS 4 FEET EAST OF THE WEST
 NO0462'EDGE OF THE RIDGE AND 12 FEET NORTH OF WITNESS POST.  IT IS
 NO0462'A U.S.C. AND G. SURVEY STATION MARK DISK WELDED ON THE BELL END
 NO0462'OF A 4 INCH CAST IRON PIPE SET 3 FEET IN THE GROUND, STAMPED
 NO0462'PEAK 1949 AND PROJECTS 12 INCHES.
 NO0462'
 NO0462'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, SET
 NO0462'ON THE NORTH POINT OF THE RIDGE AND ON ABOUT THE SAME ELEVATION
 NO0462'AS THE STATION MARK.  IT IS A U.S.C. AND G. SURVEY REFERENCE MARK
 NO0462'DISK WELDED ON THE BELL END OF A 4 INCH CAST IRON PIPE SET
 NO0462'3 FEET IN THE GROUND, STAMPED PEAK NO 1 1949 AND PROJECTS 6
 NO0462'INCHES.
 NO0462'
 NO0462'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, SET ON THE
 NO0462'SOUTHWEST END OF THE RIDGE AND ABOUT 2 FEET LOWER IN ELEVATION
 NO0462'THAN STATION MARK.  IT IS A U.S.C. AND G. SURVEY REFERENCE
 NO0462'MARK DISK WELDED ON THE BELL END OF A 4 INCH CAST IRON PIPE
 NO0462'SET 3 FEET IN THE GROUND, STAMPED PEAK NO 2 1949 AND PROJECTS
 NO0462'8 INCHES.
 NO0462'
 NO0462'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 NO0462'NO 2 IS 73.64 FEET.
 NO0462'
 NO0462'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTHEAST OF THE STATION,
 NO0462'1 FOOT WEST OF NORTH-SOUTH FENCE LINE AND 2-1/2 FEET NORTH
 NO0462'OF WITNESS POST.  IT IS STAMPED PEAK 1949 AND PROJECTS 2
 NO0462'INCHES.
 NO0462'
 NO0462'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0462'WEST AND SOUTH FOR 9.4 MILES TO THE BRIDGE OVER THE NIOBRARA
 NO0462'RIVER, CONTINUE ON MAIN ROAD TAKING LEFT FORK JUST AFTER
 NO0462'CROSSING BRIDGE FOR 0.9 MILE TO FORKS, BEAR RIGHT AND CONTINUE
 NO0462'FOR 0.75 MILES TO ENTRANCE TO THE NEBRASKA NATIONAL FOREST,
 NO0462'CONTINUE ON GRAVELED ROAD FOR 2.75 MILES TO PLANTING CAMP ON
 NO0462'THE LEFT, CONTINUE SOUTH AND WEST ON GRAVELED ROAD FOR 6.15
 NO0462'MILES TO CATTLE GUARD AND NATIONAL FOREST BOUNDARY, CONTINUE
 NO0462'WEST, SOUTH AND WEST ON SAND TRACK ROAD FOR 1.55 MILES TO THE
 NO0462'DIAMOND BAR RANCH ON THE RIGHT, CONTINUE WEST PASSING
 NO0462'BETWEEN HOUSE AND LOW RED BARN FOR 0.4 MILE TO FORKS, BEAR
 NO0462'LEFT ON MAIN TRACK ROAD FOR 0.9 MILE TO CATTLE GUARD,
 NO0462'CONTINUE SOUTH AND WEST ON TRACK ROAD FOR 0.8 MILE TO
 NO0462'CATTLE GUARD, CONTINUE WEST AND SOUTH ON MAIN TRACK ROAD FOR
 NO0462'1.85 MILES TO CATTLE GUARD, CONTINUE SOUTH AND WEST ON
 NO0462'MAIN TRACK ROAD FOR 3.0 MILES TO CATTLE GUARD, CONTINUE ON
 NO0462'MAIN TRACK ROAD FOR 1.85 MILES TO BRIDGE OVER THE SNAKE
 NO0462'RIVER AND RANCH HOUSE ON THE LEFT, CONTINUE SOUTH AND WEST
 NO0462'ON MAIN TRACK ROAD FOR 0.8 MILE TO CATTLE GUARD, CONTINUE FOR
 NO0462'0.45 MILE TO FORKS JUST AFTER CROSSING CATTLE GUARD, BEAR RIGHT
 NO0462'AND FOLLOW SANDY ROAD WESTERLY FOR 1.5 MILES TO WIRE GATE,
 NO0462'PASS THROUGH GATE AND CONTINUE WESTERLY FOR 1.2 MILES TO
 NO0462'ANOTHER WIRE GATE, PASS THROUGH GATE AND CONTINUE
 NO0462'SOUTHWESTERLY FOR 2.05 MILES TO WIRE GATE, PASS THROUGH GATE
 NO0462'AND CONTINUE WESTERLY FOR 0.55 MILE TO TAYLORS RANCH, TURN
 NO0462'RIGHT PASSING TO THE EAST OF RANCH HOUSE AND GO NORTH ON
 NO0462'TRACK ROAD FOR 0.3 MILE TO CATTLE GUARD, CONTINUE NORTHERLY
 NO0462'ON MAIN TRACK ROAD FOR 0.8 MILE TO FORKS, CONTINUE STRAIGHT
 NO0462'AHEAD ON RIGHT FORK FOR 0.35 MILE TO CATTLE GUARD, CONTINUE
 NO0462'STRAIGHT AHEAD FOR 0.7 MILE TO FORKS, BEAR RIGHT AND CONTINUE
 NO0462'ON MAIN TRACK ROAD FOR 1.55 MILES TO CROSS-TRAILS (THIS POINT
 NO0462'IS ABOUT 0.15 MILE NORTH OF OLD DESERTED RANCH HOUSE) TURN
 NO0462'LEFT OFF OF TRACK ROAD AND GO WEST UP VALLEY FOR 0.65 MILE
 NO0462'TO WINDMILL ABOUT 0.1 NORTH, CONTINUE WEST AND SOUTHWEST UP
 NO0462'VALLEY FOR 0.75 MILE TO DIM FORKS, BEAR RIGHT AND FOLLOW
 NO0462'DIM TRACK ROAD WEST AND NORTH FOR 1.0 MILE TO WIRE GATE
 NO0462'IN EAST-WEST FENCE LINE, PASS THROUGH GATE AND CONTINUE
 NO0462'NORTHERLY ON TRACK ROAD FOR 0.55 MILE TO WIRE GATE IN
 NO0462'NORTH-SOUTH FENCE LINE ON THE LEFT, TURN LEFT THROUGH GATE
 NO0462'AND GO WEST UP VALLEY FOR ABOUT 0.05 MILE THEN BEAR LEFT AND
 NO0462'FOLLOW DIM TRACK ROAD SOUTHWEST AND WEST UP VALLEY FOR 1.6
 NO0462'MILES TO WINDMILL, CONTINUE WEST KEEPING NEAR THE CENTER OF
 NO0462'VALLEY FOR 0.9 MILE, HERE BEAR RIGHT ACROSS A LOW RIDGE AND
 NO0462'CONTINUE NORTHWEST ACROSS RIDGE AND UP A DEEP VALLEY FOR
 NO0462'0.65 MILE TO NORTH-SOUTH FENCE LINE, (THERE ARE TWO
 NO0462'TRIANGULAR BLAZED FENCE POSTS AT THIS POINT AND AZIMUTH
 NO0462'MARK AS DESCRIBED.  THE STATION IS VISIBLE FROM THIS
 NO0462'POINT, ON THE HIGHEST POINT TO THE NORTHWEST), LET FENCE
 NO0462'LINE DOWN AND PICK ROAD WESTERLY UP SANDY VALLEY FOR 0.55
 NO0462'MILE TO WINDMILL, FROM THIS POINT PICK ROAD NORTHERLY OVER
 NO0462'SAND HILLS FOR ABOUT 0.6 MILE TO THE HIGHEST POINT AND STATION
 NO0462'AS DESCRIBED.  TRUCKS CAN BE DRIVEN TO WITHIN 25 YARDS OF THE
 NO0462'SUMMIT OF HILL.
 NO0462'
 NO0462'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1751 ***********************************************************************
 NM1751  DESIGNATION -  PEARSON
 NM1751  PID         -  NM1751
 NM1751  STATE/COUNTY-  NE/CEDAR
 NM1751  USGS QUAD   -  HARTINGTON SW (1968)
 NM1751
 NM1751                         *CURRENT SURVEY CONTROL
 NM1751  ___________________________________________________________________
 NM1751* NAD 83(1995)-  42 31 05.55102(N)    097 27 50.51233(W)     ADJUSTED  
 NM1751* NAVD 88     -       572.     (meters)    1877.     (feet)  SCALED    
 NM1751  ___________________________________________________________________
 NM1751  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 NM1751  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 NM1751
 NM1751  HORZ ORDER  -  FIRST
 NM1751
 NM1751.The horizontal coordinates were established by classical geodetic methods
 NM1751.and adjusted by the National Geodetic Survey in August 1997..
 NM1751
 NM1751.The orthometric height was scaled from a topographic map.
 NM1751
 NM1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1751
 NM1751.The geoid height was determined by GEOID03.
 NM1751
 NM1751;                    North         East     Units Scale Factor Converg.
 NM1751;SPC NE       -   301,160.730   708,325.186   MT  0.99981489   +1 40 50.1
 NM1751;UTM  14      - 4,708,458.010   626,169.327   MT  0.99979585   +1 02 17.5
 NM1751
 NM1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1751!SPC NE       -   0.99991425  x   0.99981489  =   0.99972915
 NM1751!UTM  14      -   0.99991425  x   0.99979585  =   0.99971012
 NM1751
 NM1751|---------------------------------------------------------------------|
 NM1751| PID    Reference Object                     Distance      Geod. Az  |
 NM1751|                                                           dddmmss.s |
 NM1751| CO3443 PEARSON RM 1                         16.327 METERS 09040     |
 NM1751| NM1791 WAUSA LUTHERAN CHURCH SPIRE         APPROX. 6.8 KM 2504509.9 |
 NM1751| CO3444 PEARSON RM 2                         18.409 METERS 26939     |
 NM1751| CO3442 PEARSON AZ MK                                      3573121.0 |
 NM1751|---------------------------------------------------------------------|
 NM1751
 NM1751                          SUPERSEDED SURVEY CONTROL
 NM1751
 NM1751  NAD 83(1986)-  42 31 05.55733(N)    097 27 50.50267(W) AD(       ) 1
 NM1751  NAD 27      -  42 31 05.55000(N)    097 27 49.28200(W) AD(       ) 1
 NM1751
 NM1751.Superseded values are not recommended for survey control.
 NM1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1751.See file dsdata.txt to determine how the superseded data were derived.
 NM1751
 NM1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2616908458(NAD 83)
 NM1751_MARKER: DS = TRIANGULATION STATION DISK
 NM1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1751
 NM1751  HISTORY     - Date     Condition        Report By
 NM1751  HISTORY     - 1940     MONUMENTED       CGS
 NM1751  HISTORY     - 1962     GOOD             CGS
 NM1751  HISTORY     - 1971     GOOD             USGS
 NM1751  HISTORY     - 1977     GOOD             NEDR
 NM1751
 NM1751                          STATION DESCRIPTION
 NM1751
 NM1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1751'STATION PEARSON IS 12-1/4 MILES SOUTHWEST OF HARTINGTON, 4
 NM1751'MILES EAST-NORTHEAST OF WAUSA, 100 YARDS EAST OF THE CENTER
 NM1751'OF SEC. 5, T. 29 N., R. 1 W., ALONG AN EAST-WEST FENCE LINE
 NM1751'ON THE PROPERTY OF OLAF G. PEARSON, 1/2 MILE SOUTH OF HIS
 NM1751'RESIDENCE, ON THE HIGHEST GROUND IN THE VICINITY.
 NM1751'
 NM1751'TO REACH FROM RANDOLPH, GO WEST ON U.S. HIGHWAY 20 FOR 5.6 MILES
 NM1751'AND TURN RIGHT (NORTH) ON STATE HIGHWAY 59, GO 5.8 MILES AND
 NM1751'KEEP STRAIGHT AHEAD NORTH ON COUNTY ROAD WHERE THE HIGHWAY
 NM1751'TURNS NORTHWEST, GO 4.6 MILES TO STATION IN FIELD, 378 FEET EAST
 NM1751'OF ROAD.  TO REACH AZIMUTH MARK CONTINUE STRAIGHT AHEAD (NORTH)
 NM1751'ON COUNTY ROAD FOR 1.4 MILES TO AZIMUTH MARK NEAR SCHOOLHOUSE
 NM1751'FENCE ON WEST SIDE OF ROAD.
 NM1751'
 NM1751'STATION MARK IS ON THE HIGH POINT OF A SMALL KNOLL ON THE SOUTH
 NM1751'SIDE OF A PASTURE 378 FEET EAST OF CENTERLINE OF COUNTY ROAD,
 NM1751'344 FEET EAST OF SOUTHWEST FENCE CORNER OF PASTURE, 1 FOOT NORTH
 NM1751'OF EAST-WEST FENCE LINE, 4 FEET WEST OF NORTH-SOUTH CROSS FENCE
 NM1751'CORNER, IS STAMPED PEARSON 1940, AND PROJECTS 8 INCHES.
 NM1751'
 NM1751'REFERENCE MARK NO. 1 IS 6 INCHES NORTH OF EAST-WEST FENCE LINE,
 NM1751'ABOUT 1 FOOT LOWER THAN STATION, 50-1/2 FEET EAST OF NORTH-SOUTH
 NM1751'CROSS FENCE CORNER, IS STAMPED PEARSON NO. 1 1940, AND PROJECTS
 NM1751'6 INCHES.
 NM1751'
 NM1751'REFERENCE MARK NO. 2 IS 6 INCHES NORTH OF EAST-WEST FENCE LINE,
 NM1751'ABOUT LEVEL WITH STATION, 63-1/2 FEET WEST OF NORTH-SOUTH CROSS
 NM1751'FENCE CORNER, 318 FEET EAST OF CENTERLINE OF COUNTY ROAD, IS
 NM1751'STAMPED PEARSON NO. 2 1940, AND PROJECTS 6 INCHES.
 NM1751'
 NM1751'AZIMUTH MARK IS 1.4 MILES NORTH OF STATION, 33 FEET WEST OF
 NM1751'CENTERLINE OF NORTH-SOUTH COUNTY ROAD, 64 FEET SOUTH OF EAST-WEST
 NM1751'CROSS ROAD, 41 FEET SOUTH OF NORTHEAST FENCE CORNER OF SCHOOLYARD,
 NM1751'38 FEET EAST OF NORTHEAST CORNER OF SCHOOLHOUSE, 68 FEET
 NM1751'EAST-SOUTHEAST OF POWER LINE POLE, IS STAMPED PEARSON 1940, AND
 NM1751'PROJECTS 4 INCHES.
 NM1751'
 NM1751'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NM1751'DESCRIBED.
 NM1751'
 NM1751'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 NM1751
 NM1751                          STATION RECOVERY (1962)
 NM1751
 NM1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NM1751'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1751'IN GOOD CONDITION.  THE AZIMUTH MARK WAS LOWERED IN PLACE AND
 NM1751'A SHORT DESCRIPTION OF THE AZIMUTH MARK AND A NEW TO REACH FOLLOW.
 NM1751'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NM1751'
 NM1751'AZIMUTH MARK IS 1.5 MILES NORTH OF THE STATION, 64 FEET SOUTH
 NM1751'OF AN EAST-WEST ROAD, 38 FEET EAST OF THE NORTHEAST CORNER OF
 NM1751'SCHOOL, 33 FEET WEST OF THE CENTER OF NORTH-SOUTH GRADED ROAD,
 NM1751'AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS
 NM1751'4 INCHES AND THE DISK IS STAMPED PEARSON 1940.  DESCRIBED BY
 NM1751'
 NM1751'TO REACH THE STATION FROM THE TOWN OF RANDOLPH, GO WEST ON U.S.
 NM1751'HIGHWAY 20 FOR 3.8 MILES TO THE JUNCTION OF U.S. HIGHWAY 81.
 NM1751'TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 81 FOR 7.0 MILES TO THE
 NM1751'THE JUNCTION OF STATE HIGHWAY 59 WEST.  TURN LEFT AND GO WEST
 NM1751'ON STATE HIGHWAY 59 FOR 2.0 MILES TO CROSSROADS.  TURN RIGHT AND
 NM1751'GO NORTH ON A GRAVEL ROAD FOR 3.5 MILES TO AN EAST-WEST FENCE
 NM1751'ON THE RIGHT AND THE STATION AS DESCRIBED.  CONTINUE NORTH ON
 NM1751'GRADED ROAD FOR 1.5 MILES TO CROSSROADS, A SCHOOLHOUSE AND THE
 NM1751'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NM1751
 NM1751                          STATION RECOVERY (1971)
 NM1751
 NM1751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DLH)
 NM1751'ALL MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WILL SOON
 NM1751'BE BLOCKED FROM GROUND VIEW AT THE STATION BY TREES.
 NM1751'
 NM1751'THE THIRD ORDER AZIMUTH FROM THE STATION TO WAUSA LUTHERAN CHURCH
 NM1751'SPIRE SHOULD BE 70 35 03
 NM1751
 NM1751                          STATION RECOVERY (1977)
 NM1751
 NM1751'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1977 (HED)
 NM1751'STATION, AZIMUTH, REF NO. 1 AND REF NO. 2 FOUND IN GOOD CONDITION AS
 NM1751'DESCRIBED TO REACH ADEQUATE.
 NM1751'
 NM1751'NEAREST TOWN--WAUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0698 ***********************************************************************
 NP0698  CBN         -  This is a Cooperative Base Network Control Station.
 NP0698  DESIGNATION -  PEBBLE
 NP0698  PID         -  NP0698
 NP0698  STATE/COUNTY-  NE/DAWES
 NP0698  USGS QUAD   -  COFFEE MILL BUTTE (1980)
 NP0698
 NP0698                         *CURRENT SURVEY CONTROL
 NP0698  ___________________________________________________________________
 NP0698* NAD 83(1995)-  42 38 05.63186(N)    103 06 11.28356(W)     ADJUSTED  
 NP0698* NAVD 88     -      1379.3    (meters)    4525.     (feet)  GPS OBS   
 NP0698  ___________________________________________________________________
 NP0698  X           -  -1,065,629.725 (meters)                     COMP
 NP0698  Y           -  -4,578,136.415 (meters)                     COMP
 NP0698  Z           -   4,298,672.968 (meters)                     COMP
 NP0698  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 NP0698  ELLIP HEIGHT-        1361.31  (meters)          (09/24/01) GPS OBS
 NP0698  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0698
 NP0698  HORZ ORDER  -  B
 NP0698  ELLP ORDER  -  FOURTH    CLASS I
 NP0698
 NP0698.The horizontal coordinates were established by GPS observations
 NP0698.and adjusted by the National Geodetic Survey in June 1996..
 NP0698
 NP0698.The orthometric height was determined by GPS observations and a
 NP0698.high-resolution geoid model.
 NP0698
 NP0698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0698
 NP0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0698
 NP0698.The ellipsoidal height was determined by GPS observations
 NP0698.and is referenced to NAD 83.
 NP0698
 NP0698.The geoid height was determined by GEOID03.
 NP0698
 NP0698;                    North         East     Units Scale Factor Converg.
 NP0698;SPC NE       -   315,631.952   245,566.447   MT  0.99985313   -2 03 23.2
 NP0698;UTM  13      - 4,722,016.179   655,525.053   MT  0.99989759   +1 17 06.2
 NP0698
 NP0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0698!SPC NE       -   0.99978655  x   0.99985313  =   0.99963971
 NP0698!UTM  13      -   0.99978655  x   0.99989759  =   0.99968416
 NP0698
 NP0698:                Primary Azimuth Mark                     Grid Az
 NP0698:SPC NE       -  PEBBLE AZ MK                             112 12 36.3
 NP0698:UTM  13      -  PEBBLE AZ MK                             108 52 06.9
 NP0698
 NP0698|---------------------------------------------------------------------|
 NP0698| PID    Reference Object                     Distance      Geod. Az  |
 NP0698|                                                           dddmmss.s |
 NP0698| NP0776 PEBBLE AZ MK                        APPROX. 0.6 KM 1100913.1 |
 NP0698| NP0777 PEBBLE RM 1                          44.495 METERS 23815     |
 NP0698| NP0778 PEBBLE RM 2                          46.552 METERS 30503     |
 NP0698|---------------------------------------------------------------------|
 NP0698
 NP0698                          SUPERSEDED SURVEY CONTROL
 NP0698
 NP0698  ELLIP H (06/25/96) 1361.36   (m)                       GP(       ) 1 1
 NP0698  NAD 83(1986)-  42 38 05.62678(N)    103 06 11.27131(W) AD(       ) 1
 NP0698  NAD 27      -  42 38 05.73900(N)    103 06 09.58500(W) AD(       ) 1
 NP0698
 NP0698.Superseded values are not recommended for survey control.
 NP0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0698.See file dsdata.txt to determine how the superseded data were derived.
 NP0698
 NP0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5552522016(NAD 83)
 NP0698_MARKER: DS = TRIANGULATION STATION DISK
 NP0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0698_SP_SET: CONCRETE POST
 NP0698_STAMPING: PEBBLE 1934
 NP0698_MARK LOGO: CGS   
 NP0698_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0698+STABILITY: SURFACE MOTION
 NP0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0698+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1995
 NP0698
 NP0698  HISTORY     - Date     Condition        Report By
 NP0698  HISTORY     - 1934     MONUMENTED       CGS
 NP0698  HISTORY     - 1934     GOOD             CGS
 NP0698  HISTORY     - 19840621 GOOD             NGS
 NP0698  HISTORY     - 19950503 GOOD             NGS
 NP0698
 NP0698                          STATION DESCRIPTION
 NP0698
 NP0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0698'THIS STATION IS LOCATED ABOUT 15 MILES SSW OF CHADRON AND IS
 NP0698'ON A RIDGE THAT HAS PASTURE LAND ON ITS TOP AND IS TREE-COVERED
 NP0698'ON ITS N SLOPE.  THIS RIDGE IS LOCALLY KNOWN AS PINE RIDGE.
 NP0698'IT IS ON LAND OWNED BY THE PETERS TRUST COMPANY, OF OMAHA, WHOSE
 NP0698'AGENT IN CHADRON IS LENAS LARSON.
 NP0698'
 NP0698'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0698'DISKS SET IN SQUARE CONCRETE POSTS.
 NP0698'
 NP0698'THE STATION MARK PROJECTS 8 INCHES AND IS 125 FEET E OF A N-S
 NP0698'FENCE, 600 FEET N OF AN E-W FENCE, AND 300 FEET S OF THE TIMBER
 NP0698'LINE ON N SLOPE OF THE RIDGE.
 NP0698'
 NP0698'BOTH REFERENCE MARKS PROJECT 6 INCHES AND ARE IN THE ABOVE-MENTIONED
 NP0698'N-S FENCE.
 NP0698'
 NP0698'REFERENCE MARK NO. 1 IS SW AND NO. 2 IS NW OF THE STATION.
 NP0698'
 NP0698'AZIMUTH MARK PROJECTS 5 INCHES AND IS ESE OF THE STATION.  IT IS
 NP0698'IN THE RIGHT-OF-WAY FENCE ON THE N SIDE OF A GRADED E-W ROAD
 NP0698'AND IS 21 FEET N OF THE CENTER LINE OF THE SAME ROAD.
 NP0698'
 NP0698'TO REACH THE STATION FROM THE MAIN ENTRANCE OF CHADRON STATE
 NP0698'PARK, 10 MILES S OF CHADRON, VIA STATE ROUTE 19, GO S 5.1 MILES TO
 NP0698'A CROSSROADS.  (THERE ARE FOUR ROAD SIGNS ON FENCE POST IN SW
 NP0698'ANGLE OF THIS INTERSECTION.) HERE LEAVE STATE ROUTE 19, TURN
 NP0698'RIGHT, W, AND GO 3.5 MILES TO A GRADED ROAD ON THE LEFT.
 NP0698'CONTINUE STRAIGHT AHEAD 1.0 MILE TO A GRADED ROAD ON THE RIGHT.
 NP0698'CONTINUE STRAIGHT AHEAD 0.6 MILE TO A CURVE TO THE LEFT, S.  GO
 NP0698'S 0.2 MILE TO A GRADED ROAD ON THE RIGHT.  HERE TURN RIGHT,
 NP0698'W, AND GO 0.7 MILE TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD
 NP0698'0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE OF THE
 NP0698'ROAD.  CONTINUE W 0.45 MILE TO A FENCE CORNER ON THE RIGHT
 NP0698'SIDE OF THE ROAD.  (THERE IS AN ABANDONED LOG-AND-BOARD
 NP0698'SHACK 0.2 MILE N OF THIS POINT).  HERE LEAVE ROAD, TURN
 NP0698'RIGHT, N, AND GO 0.1 MILE ALONG W SIDE OF FENCE.  STATION IS
 NP0698'IN PASTURE 125 FEET E OF THIS POINT.
 NP0698'
 NP0698'A 15-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 NP0698
 NP0698                          STATION RECOVERY (1934)
 NP0698
 NP0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NP0698'RECOVERED IN GOOD CONDITION.
 NP0698
 NP0698                          STATION RECOVERY (1984)
 NP0698
 NP0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NP0698'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 NP0698'WERE ALL RECOVERED IN GOOD CONDITION.  THE DIRECTION TO REFERENCE
 NP0698'MARK 1  WAS 2 MINUTES, 37 SECONDS LARGER THAN 1934 DATA AND THE
 NP0698'DISTANCE WAS 0.09 FT (0.03 M) LONGER.  THE DISTANCE AND DIRECTION TO
 NP0698'RM 2 AGREED WITH 1934 DATA, THEREFORE THE UNDERGROUND MARK WAS NOT
 NP0698'INSPECTED.  DUE TO CHANGES AT THE STATION SITE, A COMPLETE, NEW
 NP0698'DESCRIPTION FOLLOWS.
 NP0698'THE STATION IS LOCATED ABOUT 26.6 KM (16.5 MI) NORTHEAST FROM
 NP0698'MARSLAND, 24.1 KM (15.0 MI) SOUTH-SOUTHWEST FROM CHADRON, 12.1 KM
 NP0698'(7.5 MI) WEST FROM U.S. HIGHWAY 385, AT THE NORTHWEST ONE OF TWO,
 NP0698'TALL MASTS AND ON PROPERTY OWNED BY THE U.S. GOVERNMENT.
 NP0698'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND 385, AT CHADRON, GO
 NP0698'SOUTH ON HIGHWAY 385 FOR 13.84 KM (8.60 MI) TO THE ENTRANCE TO THE
 NP0698'CHADRON STATE PARK.  CONTINUE SOUTH ON THE HIGHWAY FOR 8.81 KM
 NP0698'(5.47 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO WEST FOR 8.21
 NP0698'KM (5.10 MI) TO A CURVE SOUTH. CONITNUE SOUTH FOR 0.48 KM (0.30 MI)
 NP0698'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 2.41 KM (1.50 MI) TO
 NP0698'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR 0.40 KM (0.25 MI)
 NP0698'TO A CATTLE GUARD ON THE RIGHT, IN A FENCELINE.  TURN RIGHT, CROSS THE
 NP0698'CATTLE GUARD AND GO NORTHWEST ON A TRACK ROAD FOR 0.32 KM (0.20 MI)
 NP0698'TO THE NORTHWEST ONE OF TWO MASTS ON THE LEFT AND THE STATION ON THE
 NP0698'RIGHT.
 NP0698'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 NP0698'ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.  IT IS 44.56 M
 NP0698'(146.19 FT) EAST FROM THE NORTHEAST CORNER OF A BLOCK BUILDING AT THE
 NP0698'MAST, 23.29 M (76.41 FT) SOUTHEAST FROM THE BASE OF THE CLOSEST
 NP0698'NORTHEAST GUY WIRE OF THE MAST AND 0.82 M (2.69 FT) NORTH FROM A
 NP0698'WITNESS POST.
 NP0698
 NP0698                          STATION RECOVERY (1995)
 NP0698
 NP0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NP0698'THE MARK IS LOCATED ABOUT 16.5 MI (26.6 KM) NORTHEAST FROM MARSLAND,
 NP0698'15.0 MI (24.1 KM) SOUTH-SOUTHWEST OF CHADRON, 7.5 MI (12.1 KM) WEST
 NP0698'FROM U.S. HIGHWAY 385, NEAR THE NORTHWEST ONE OF TWO TALL MASTS, IN
 NP0698'PASTURE 19 OF THE U.S. FOREST SERVICE, ON U.S. GOVERNMENT PROPERTY AND
 NP0698'IN THE NW 1/4, SEC29, T31N, R49W.  TO REACH THE MARK FROM THE JUNCTION
 NP0698'OF U.S. HIGHWAYS 20 AND 385 AT THE WEST SIDE OF CHADRON, GO SOUTH ON
 NP0698'HIGHWAY 385 FOR 8.60 MI (13.84 KM) TO THE ENTRANCE TO THE CHADRON
 NP0698'STATE PARK.  CONTINUE SOUTH ON THE HIGHWAY FOR 5.5 MI (8.9 KM) TO A
 NP0698'GRADED CROSSROAD, WHICH IS ANTELOPE ROAD ON THE LEFT AND TABLE ROAD ON
 NP0698'THE RIGHT.  TURN RIGHT AND GO WEST ON TABLE ROAD FOR 5.1 MI (8.2 KM)
 NP0698'TO A CURVE TO THE SOUTH.  CONTINUE SOUTH FOR 0.3 MI (0.5 KM) TO A SIDE
 NP0698'ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 1.75 MI (2.82 KM) TO A CATTLE
 NP0698'GUARD ON THE RIGHT, AT THE TALL MASTS.  TURN RIGHT, CROSS THE CATTLE
 NP0698'GUARD AND GO NORTHWEST ON A TRACK ROAD FOR 0.2 MI (0.3 KM) TO THE
 NP0698'NORTHWEST MAST ON THE LEFT AND THE MARK ON THE RIGHT.  THE DISK IS SET
 NP0698'INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.3 M (1.0
 NP0698'FT) ABOVE THE GROUND SURFACE.  IT IS 146.2 FT (44.6 M) EAST FROM THE
 NP0698'NORTHEAST CORNER OF A BLOCK BUILDING AT THE MAST, 76.4 FT (23.3 M)
 NP0698'SOUTHEAST FROM THE BASE OF THE CLOSEST, NORTHEAST GUY WIRE OF THE MAST
 NP0698'AND 2.7 FT (0.8 M) NORTH FROM AN OLD USFS WITNESS POST AND A NEW
 NP0698'FIBERGLASS WITNESS POST.  NOTE-A 4WD VEHICLE IS REQUIRED DURING WET
 NP0698'WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0776 ***********************************************************************
 NP0776  DESIGNATION -  PEBBLE AZ MK
 NP0776  PID         -  NP0776
 NP0776  STATE/COUNTY-  NE/CUSTER
 NP0776  USGS QUAD   -  COFFEE MILL BUTTE (1980)
 NP0776
 NP0776                         *CURRENT SURVEY CONTROL
 NP0776  ___________________________________________________________________
 NP0776* NAD 83(1995)-  42 37 58.58664(N)    103 05 45.28916(W)     ADJUSTED  
 NP0776* NAVD 88     -      1367.     (meters)    4485.     (feet)  SCALED    
 NP0776  ___________________________________________________________________
 NP0776  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 NP0776  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 NP0776
 NP0776  HORZ ORDER  -  THIRD
 NP0776
 NP0776.The horizontal coordinates were established by classical geodetic methods
 NP0776.and adjusted by the National Geodetic Survey in August 1997..
 NP0776
 NP0776.The orthometric height was scaled from a topographic map.
 NP0776
 NP0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0776
 NP0776.The geoid height was determined by GEOID03.
 NP0776
 NP0776;                    North         East     Units Scale Factor Converg.
 NP0776;SPC NE       -   315,393.504   246,150.452   MT  0.99985245   -2 03 05.9
 NP0776;UTM  13      - 4,721,812.167   656,121.991   MT  0.99989988   +1 17 23.6
 NP0776
 NP0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0776!SPC NE       -   0.99978847  x   0.99985245  =   0.99964095
 NP0776!UTM  13      -   0.99978847  x   0.99989988  =   0.99968837
 NP0776
 NP0776                          SUPERSEDED SURVEY CONTROL
 NP0776
 NP0776  NAD 83(1995)-  42 37 58.58594(N)    103 05 45.28664(W) AD(       ) 3
 NP0776  NAD 83(1986)-  42 37 58.58080(N)    103 05 45.27442(W) AD(       ) 3
 NP0776
 NP0776.Superseded values are not recommended for survey control.
 NP0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0776.See file dsdata.txt to determine how the superseded data were derived.
 NP0776
 NP0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH5612221812(NAD 83)
 NP0776_MARKER: DR = REFERENCE MARK DISK
 NP0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0776_SP_SET: CONCRETE POST
 NP0776_STAMPING: PEBBLE 1934
 NP0776_MARK LOGO: CGS   
 NP0776_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0776+STABILITY: SURFACE MOTION
 NP0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0776+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1984
 NP0776
 NP0776  HISTORY     - Date     Condition        Report By
 NP0776  HISTORY     - 1934     MONUMENTED       CGS
 NP0776  HISTORY     - 19840621 GOOD             NGS
 NP0776
 NP0776                          STATION DESCRIPTION
 NP0776
 NP0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NP0776'THE MARK WAS RECOVERED IN GOOD CONDITION.
 NP0776'THE MARK IS LOCATED ABOUT 26.6 KM (16.5 MI) NORTHEAST FROM MARSLAND,
 NP0776'24.1 KM (15.0 MI) SOUTH-SOUTHWEST FROM CHADRON, 12.1 KM (7.5 MI) WEST
 NP0776'FROM U.S. HIGHWAY 385 AND ON THE NORTH RIGHT-OF-WAY OF A COUNTY ROAD.
 NP0776'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND 385, AT CHADRON, GO
 NP0776'SOUTH ON HIGHWAY 385 FOR 13.84 KM (8.60 MI) TO THE ENTRANCE TO THE
 NP0776'CHADRON STATE PARK.  CONTINUE SOUTH ON THE HIGHWAY FOR 8.81 KM
 NP0776'(5.47 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO WEST FOR 8.21
 NP0776'KM (5.10 MI) TO A CURVE SOUTH. CONTINUE SOUTH FOR 0.48 KM (0.30 MI)
 NP0776'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 2.41 KM (1.50 MI) TO
 NP0776'THE MARK  ON THE RIGHT.
 NP0776'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 NP0776'ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.  IT IS 22.28 M
 NP0776'(73.10 FT) NORTHEAST FROM A POWER POLE, 8.5 M (27.9 FT) NORTH FROM
 NP0776'THE CENTERLINE OF THE ROAD, 0.85 M (2.79 FT) WEST FROM A WITNESS POST
 NP0776'AND 0.46 M (1.51 FT) SOUTH FROM A FENCE AND A U.S. FOREST SERVICE
 NP0776'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1117 ***********************************************************************
 LG1117  DESIGNATION -  PEN
 LG1117  PID         -  LG1117
 LG1117  STATE/COUNTY-  NE/LANCASTER
 LG1117  USGS QUAD   -  LINCOLN (1980)
 LG1117
 LG1117                         *CURRENT SURVEY CONTROL
 LG1117  ___________________________________________________________________
 LG1117* NAD 83(1995)-  40 45 33.34985(N)    096 42 06.87779(W)     ADJUSTED  
 LG1117* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 LG1117  ___________________________________________________________________
 LG1117  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 LG1117  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 LG1117
 LG1117  HORZ ORDER  -  FIRST
 LG1117
 LG1117.The horizontal coordinates were established by classical geodetic methods
 LG1117.and adjusted by the National Geodetic Survey in August 1997..
 LG1117
 LG1117.The orthometric height was scaled from a topographic map.
 LG1117
 LG1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1117
 LG1117.The geoid height was determined by GEOID03.
 LG1117
 LG1117;                    North         East     Units Scale Factor Converg.
 LG1117;SPC NE       -   108,114.056   778,353.387   MT  0.99974283   +2 11 08.3
 LG1117;UTM  14      - 4,514,574.228   693,982.121   MT  1.00006318   +1 30 03.1
 LG1117
 LG1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1117!SPC NE       -   0.99994430  x   0.99974283  =   0.99968714
 LG1117!UTM  14      -   0.99994430  x   1.00006318  =   1.00000747
 LG1117
 LG1117:                Primary Azimuth Mark                     Grid Az
 LG1117:SPC NE       -  LINCOLN ST CAPITOL BLDG DOME             359 46 38.9
 LG1117:UTM  14      -  LINCOLN ST CAPITOL BLDG DOME             000 27 44.1
 LG1117
 LG1117|---------------------------------------------------------------------|
 LG1117| PID    Reference Object                     Distance      Geod. Az  |
 LG1117|                                                           dddmmss.s |
 LG1117| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 5.4 KM 0015747.2 |
 LG1117| LG1126 LINCOLN KFAB RADIO MAST             APPROX. 7.5 KM 0035451.8 |
 LG1117| LG1124 LINCOLN ST THOMAS ORPHAN CROSS      APPROX. 2.2 KM 0451024.5 |
 LG1117| LG1106 LINCOLN US VETERANS HOSP DOME       APPROX. 8.7 KM 0512444.8 |
 LG1117| LG1107 LINCOLN US VETERANS HOSP TANK       APPROX. 8.7 KM 0520125.6 |
 LG1117| LG1121 LINCOLN COLLEGE VIEW MUN TANK       APPROX. 4.1 KM 0623248.9 |
 LG1117| LG1115 LINCOLN COLL VIEW UN COLL TWR       APPROX. 4.5 KM 0675037.3 |
 LG1117| LG1478 PEN 2 AZ MK                                        1420959.4 |
 LG1117| CL8096 PEN RM 1                             22.370 METERS 15228     |
 LG1117| CL8099 PEN RM 4                             44.995 METERS 17416     |
 LG1117| CL8095 PEN AZ MK                                          1861618.9 |
 LG1117| LG1111 PEN 2 RESET                          14.144 METERS 20026     |
 LG1117| CL8097 PEN RM 2                             23.210 METERS 24653     |
 LG1117| CL8098 PEN RM 3                              3.752 METERS 28422     |
 LG1117| LG1180 LINCOLN PIONEERS PARK TANK          APPROX. 5.8 KM 2904142.5 |
 LG1117| LG1112 LINCOLN STATE HOSPITAL TANK         APPROX. 3.0 KM 3035340.9 |
 LG1117| LG1174 LINCOLN STATE REFORMATORY TANK      APPROX. 5.9 KM 3044845.0 |
 LG1117| LG1177 LINCOLN MUN AIRPORT BEACON          APPROX.13.3 KM 3241916.7 |
 LG1117| LG1113 LINCOLN C B AND Q RR PWR STK        APPROX. 6.3 KM 3360044.0 |
 LG1117| LG1122 LINCOLN GOOCH FOOD PROD TANK        APPROX. 3.9 KM 3450847.9 |
 LG1117| LG1119 LINCOLN CONSUMERS POWER CO STK      APPROX. 5.6 KM 3535750.3 |
 LG1117|---------------------------------------------------------------------|
 LG1117
 LG1117                          SUPERSEDED SURVEY CONTROL
 LG1117
 LG1117  NAD 83(1986)-  40 45 33.35844(N)    096 42 06.87830(W) AD(       ) 1
 LG1117  NAD 27      -  40 45 33.35563(N)    096 42 05.81909(W) AD(       ) 1
 LG1117
 LG1117.Superseded values are not recommended for survey control.
 LG1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1117.See file dsdata.txt to determine how the superseded data were derived.
 LG1117
 LG1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9398214574(NAD 83)
 LG1117_MARKER: DS = TRIANGULATION STATION DISK
 LG1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1117
 LG1117  HISTORY     - Date     Condition        Report By
 LG1117  HISTORY     - 1947     MONUMENTED       CGS
 LG1117  HISTORY     - 1953     GOOD             NEDR
 LG1117  HISTORY     - 1961     GOOD             CGS
 LG1117  HISTORY     - 1964     GOOD             CGS
 LG1117  HISTORY     - 1966     GOOD             CGS
 LG1117
 LG1117                          STATION DESCRIPTION
 LG1117
 LG1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1117'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF LINCOLN, IN THE
 LG1117'NORTHEAST CORNER OF THE PLEASANT VIEW SCHOOL GROUNDS.  IT IS 70
 LG1117'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE, 13.5
 LG1117'FEET SOUTH OF AN EAST-WEST FENCE LINE AND 35.5 FEET WEST OF A
 LG1117'NORTH-SOUTH FENCE LINE.  IT IS STAMPED PEN 1947 AND IS FLUSH WITH
 LG1117'THE SURFACE OF THE GROUND.
 LG1117'
 LG1117'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF THE SCHOOL YARD, 78
 LG1117'FEET SOUTH OF A FENCE CORNER, 74 FEET NORTH OF THE CENTER OF THE
 LG1117'DRIVEWAY LEADING TO THE SCHOOL HOUSE AND 77 FEET EAST-SOUTHEAST
 LG1117'OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE.  IT IS STAMPED PEN
 LG1117'NO 1 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG1117'
 LG1117'REFERENCE MARK NO. 2 IS IN THE NORTH SECTION OF THE SCHOOL YARD,
 LG1117'44 FEET SOUTH OF AN EAST-WEST FENCE LINE AT THE NORTH EDGE OF THE
 LG1117'SCHOOL YARD, 24.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 LG1117'SCHOOL HOUSE AND 13 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LG1117'SIDEWALK.  IT IS STAMPED PEN NO 2 1947 AND IS FLUSH WITH THE
 LG1117'SURFACE OF THE GROUND.
 LG1117'
 LG1117'THE AZIMUTH MARK IS AT THE SOUTH EDGE OF A CULTIVATED FIELD, ON
 LG1117'THE RIGHT-OF-WAY AND 31 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LG1117'DIRT ROAD, ABOUT 75 YARDS WEST OF U.S. HIGHWAY 77, 1.5 FEET
 LG1117'NORTH OF A POWER LINE POLE AND 2 FEET WEST OF A 4-INCH SQUARE
 LG1117'WHITE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED PEN
 LG1117'1947 AND PROJECTS 4 INCHES.
 LG1117'
 LG1117'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO SOUTH ON
 LG1117'U.S. HIGHWAY 77 FOR 3.8 MILES TO THE PLEASANT VIEW SCHOOL HOUSE
 LG1117'ON THE RIGHT AND THE STATION AS DESCRIBED.  THIS IS JUST AFTER
 LG1117'PASSING A HIGH RADIO MAST ON THE RIGHT.
 LG1117'
 LG1117'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON U.S.
 LG1117'HIGHWAY 77 FOR 0.25 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 LG1117'75 YARDS TO THE MARK ON THE RIGHT AS DESCRIBED.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT LONE STAR IS VISIBLE AT 30 FEET.
 LG1117'
 LG1117'AN 87 FOOT SIGNAL AT COURTLAND IS V.G.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT JAMAICA IS V.G.
 LG1117'
 LG1117'AN 87 FOOT SIGNAL AT MARTLE IS VISIBLE AT 30 FEET.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT HAINES IS VISIBLE AT 30 FEET.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT MILFORD IS VISIBLE AT 10 FEET.
 LG1117'
 LG1117'A 47 FOOT SIGNAL AT CORN IS V.G.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT LINCOLN IS VISIBLE AT 37 FEET.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT VET IS V.G.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT CHENEY IS V.G.
 LG1117'
 LG1117'AN 87 FOOT SIGNAL AT CROSS IS V.G.
 LG1117'
 LG1117'A 74 FOOT SIGNAL AT SALTILLO EAST BASE IS V.G.
 LG1117'
 LG1117'A 47 FOOT SIGNAL AT SALTILLO WEST BASE IS VISIBLE AT 37 FEET.
 LG1117'
 LG1117'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG1117
 LG1117                          STATION RECOVERY (1953)
 LG1117
 LG1117'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1953 (BAN)
 LG1117'LETTER OF MR. BERNARD A. NIDER, PROJ. ENGR., DEPARTMENT OF ROADS
 LG1117'AND IRRIGATION, LINCOLN, NEBRASKA DATED SEPT. 21, 1953
 LG1117'REFERENCE MARK NO. 1 WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 LG1117'REFERENCE MARK DISK STAMPED PEN NO. 1 1947 RECEIVED AT OFFICE
 LG1117'10/20/53.
 LG1117
 LG1117                          STATION RECOVERY (1961)
 LG1117
 LG1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1117'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LG1117'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR
 LG1117'AND NOT RECOVERED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED THIS
 LG1117'YEAR.  BECAUSE OF OVERHEAD POWERLINES AT THE STATION,
 LG1117'OBSERVATIONS WERE MADE FROM REFERENCE MARK 3, THENCE REDUCED TO
 LG1117'THE TRUE STATION.
 LG1117'
 LG1117'STATION IS 3-1/2 MILES SOUTH OF LINCOLN, IN THE NORTHEAST CORNER
 LG1117'OF THE PLEASANT VIEW SCHOOL GROUNDS, 70 FEET NORTHEAST OF THE
 LG1117'NORTHEAST CORNER OF THE SCHOOL HOUSE, 15 FEET SOUTHWEST OF A
 LG1117'METAL WITNESS POST WITH SIGN, 14.5 FEET SOUTHWEST OF POWERLINE
 LG1117'POLE NO. 30633 AND 12.5 FEET SOUTH OF AN EAST-WEST FENCE.  THE
 LG1117'MARK, A STANDARD DISK STAMPED PEN 1947, IS SET IN THE TOP OF A
 LG1117'10 INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND.
 LG1117'
 LG1117'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, DRIVE SOUTH
 LG1117'ON U.S. HIGHWAY 77 FOR 3.8 MILES TO THE PLEASANT VIEW SCHOOL AND
 LG1117'THE STATION ON THE RIGHT.
 LG1117'
 LG1117'REFERENCE MARK 3, A STANDARD DISK STAMPED PEN NO 3 1947, IS SET
 LG1117'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 6
 LG1117'INCHES ABOVE THE GROUND.  IT IS 66 FEET NORTHEAST OF THE
 LG1117'NORTHEAST CORNER OF THE SCHOOL HOUSE, 22 FEET WEST-SOUTHWEST OF
 LG1117'POWERLINE POLE NO. 30633 AND 10 FEET SOUTH OF THE EAST-WEST
 LG1117'FENCE.
 LG1117'
 LG1117'REFERENCE MARK 4, A STANDARD DISK STAMPED PEN NO 4 1947, IS SET
 LG1117'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 4
 LG1117'INCHES ABOVE THE GROUND.  IT IS 52 FEET WEST OF THE CENTER OF
 LG1117'U.S. HIGHWAY 77, 15 FEET SOUTH OF THE ENTRANCE INTO THE SCHOOL
 LG1117'YARD AND 1.5 FEET WEST OF A POWERLINE POLE.
 LG1117'
 LG1117'PICTURE POINT NO. 1 IS THE SOUTHEAST FENCE CORNER AT THE NORTH
 LG1117'EAST CORNER OF THE SCHOOL GROUNDS.
 LG1117'
 LG1117'PICTURE POINT NO. 2 IS THE NORTHEAST CORNER OF THE SCHOOL
 LG1117'BUILDING.
 LG1117'
 LG1117'THE AZIMUTH MARK, A STANDARD DISK STAMPED PEN 1947, IS SET IN THE
 LG1117'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 LG1117'ABOVE THE GROUND SURFACE.  IT IS 33 FEET NORTH OF THE CENTER OF A
 LG1117'DIRT ROAD, 2.5 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN
 LG1117'AND 1.0 FOOT NORTHWEST OF A POWERLINE POLE.
 LG1117'
 LG1117'TO REACH THE AZIMUTH FROM THE STATION, DRIVE SOUTH ON U.S.
 LG1117'HIGHWAY 77 FOR 0.25 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT,
 LG1117'WEST, ALONG THE DIRT ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 LG1117
 LG1117                          STATION RECOVERY (1964)
 LG1117
 LG1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG1117'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG1117'FOUND IN GOOD CONDITION.
 LG1117
 LG1117                          STATION RECOVERY (1966)
 LG1117
 LG1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1117'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 LG1117'THE AZIMUTH MARK WERE IN THE WAY OF CONSTRUCTION ON U.S.
 LG1117'HIGHWAY 77.  REFERENCE MARK NO. 2 WAS NOT IN THE WAY OF ROAD
 LG1117'CONSTRUCTION AND THIS MARK WAS USED FOR ONE OF THE REFERENCE MARK
 LG1117'FOR PEN 2 WHICH WAS ESTABLISHED SOUTH-SOUTHWEST OF THE ORIGINAL
 LG1117'STATION.
 LG1117'
 LG1117'ALL MARKS EXCEPT REFERENCE MARK NO. 2 WERE DESTROYED AND PEN 2
 LG1117'WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1421 ***********************************************************************
 LG1421  DESIGNATION -  PEN 2 AZ MK 2
 LG1421  PID         -  LG1421
 LG1421  STATE/COUNTY-  NE/LANCASTER
 LG1421  USGS QUAD   -  ROCA (1972)
 LG1421
 LG1421                         *CURRENT SURVEY CONTROL
 LG1421  ___________________________________________________________________
 LG1421* NAD 83(1995)-  40 44 46.83655(N)    096 42 05.31111(W)     ADJUSTED  
 LG1421* NAVD 88     -       375.4    (meters)    1232.     (feet)  VERTCON   
 LG1421  ___________________________________________________________________
 LG1421  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 LG1421  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG1421
 LG1421  HORZ ORDER  -  THIRD
 LG1421
 LG1421.The horizontal coordinates were established by classical geodetic methods
 LG1421.and adjusted by the National Geodetic Survey in August 1997..
 LG1421
 LG1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1421
 LG1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1421
 LG1421.The geoid height was determined by GEOID03.
 LG1421
 LG1421;                    North         East     Units Scale Factor Converg.
 LG1421;SPC NE       -   106,682.073   778,444.811   MT  0.99974576   +2 11 09.3
 LG1421;UTM  14      - 4,513,140.797   694,056.442   MT  1.00006353   +1 30 02.7
 LG1421
 LG1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1421!SPC NE       -   0.99994519  x   0.99974576  =   0.99969096
 LG1421!UTM  14      -   0.99994519  x   1.00006353  =   1.00000871
 LG1421
 LG1421                          SUPERSEDED SURVEY CONTROL
 LG1421
 LG1421  NAD 83(1986)-  40 44 46.84511(N)    096 42 05.31143(W) AD(       ) 3
 LG1421  NGVD 29 (02/17/94)  375.3    (m)         1231.     (f) VERT ANG       
 LG1421
 LG1421.Superseded values are not recommended for survey control.
 LG1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1421.See file dsdata.txt to determine how the superseded data were derived.
 LG1421
 LG1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9405613141(NAD 83)
 LG1421_MARKER: DZ = AZIMUTH MARK DISK
 LG1421_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LG1421_SP_SET: CULVERT HEADWALL
 LG1421_STAMPING: PEN 2 1966 NO 2 1986
 LG1421_MARK LOGO: NGS   
 LG1421_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1421+STABILITY: SURFACE MOTION
 LG1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1421+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2003
 LG1421
 LG1421  HISTORY     - Date     Condition        Report By
 LG1421  HISTORY     - 1986     MONUMENTED       NGS
 LG1421  HISTORY     - 20030818 GOOD             HWSCON
 LG1421  HISTORY     - 20060401 MARK NOT FOUND   GEOCAC
 LG1421
 LG1421                          STATION DESCRIPTION
 LG1421
 LG1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LG1421'THE MARK IS LOCATED ABOUT 6.8 KM (4.2 MI) SOUTH FROM THE CENTER OF
 LG1421'LINCOLN, ALONG THE WEST SIDE OF THE LINCOLN MEMORIAL CEMETERY, AT THE
 LG1421'INTERSECTION OF SOUTH 14TH STREET AND THUNDERBIRD BOULEVARD AND ON
 LG1421'THE EAST RIGHT-OF-WAY OF SOUTH 14TH STREET.
 LG1421'TO REACH THE MARK FROM THE SOUTH JUNCTION OF U.S. HIGHWAY 77, WHICH IS
 LG1421'SOUTH 14TH STREET, AND STATE HIGHWAY 2, BY THE PRISON IN THE
 LG1421'SOUTHWEST PART OF LINCOLN, GO SOUTH ON HIGHWAY 77 AND SOUTH 14TH
 LG1421'STREET FOR 1.61 KM (1.00 MI) TO A FORK.  BEAR LEFT AND CONTINUE SOUTH
 LG1421'ON SOUTH 14TH STREET FOR 1.29 KM (0.80 MI) TO THE MARK ON THE LEFT.
 LG1421'THE DISK IS CEMENTED INTO A DRILLED HOLE IN THE SOUTH END OF THE EAST
 LG1421'HEADWALL OF A 5 BY 5 FOOT CONCRETE CULVERT UNDER SOUTH 14TH STREET.
 LG1421'IT IS 76.2 M (250.0 FT) NORTH FROM THE GATE 1 DRIVE INTO THE
 LG1421'CEMETERY, 64.01 M (210.01 FT) SOUTH FROM THE CENTER OF THE MEDIAN OF
 LG1421'THUNDERBIRD BOULEVARD, 16.46 M (54.00 FT) SOUTH-SOUTHEAST FROM A FIRE
 LG1421'HYDRANT AND 9.60 M (31.50 FT) EAST FROM THE CENTERLINE OF THE STREET.
 LG1421
 LG1421                          STATION RECOVERY (2003)
 LG1421
 LG1421'RECOVERY NOTE BY HWS CONSULTING GROUP 2003 (JRE)
 LG1421'THE MARK IS IN DANGER OF BEING DESTROYED WITHIN THE NEXT YEAR. A ROAD
 LG1421'WIDENING PROJECT IS IN THE FINAL DESIGN PHASES NOW AND THE CULVERT
 LG1421'WILL BE DESTROYED WHEN THE PROJECT IS CONSTRUCTED.
 LG1421
 LG1421                          STATION RECOVERY (2006)
 LG1421
 LG1421'RECOVERY NOTE BY GEOCACHING 2006 (MDF)
 LG1421'THE ROAD WIDENING PROJECT NOTED IN THE 2003 RECOVERY HAS BEEN
 LG1421'COMPLETED. THERE IS NO EVIDENCE OF A CULVERT HEADWALL ON THE EAST SIDE
 LG1421'OF 14TH STREET BETWEEN THUNDERBIRD BOULEVARD AND LINCOLN MEMORIAL
 LG1421'CEMETERY GATE 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1111 ***********************************************************************
 LG1111  DESIGNATION -  PEN 2 RESET
 LG1111  PID         -  LG1111
 LG1111  STATE/COUNTY-  NE/LANCASTER
 LG1111  USGS QUAD   -  LINCOLN (1980)
 LG1111
 LG1111                         *CURRENT SURVEY CONTROL
 LG1111  ___________________________________________________________________
 LG1111* NAD 83(1995)-  40 45 32.92016(N)    096 42 07.08824(W)     ADJUSTED  
 LG1111* NAVD 88     -       376.108  (meters)    1233.95   (feet)  ADJUSTED  
 LG1111  ___________________________________________________________________
 LG1111  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 LG1111  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 LG1111  DYNAMIC HT  -         375.945 (meters)    1233.41  (feet)  COMP
 LG1111  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 LG1111
 LG1111  HORZ ORDER  -  SECOND
 LG1111  VERT ORDER  -  FIRST     CLASS II
 LG1111
 LG1111.The horizontal coordinates were established by classical geodetic methods
 LG1111.and adjusted by the National Geodetic Survey in August 1997..
 LG1111.No horizontal observational check was made to the station.
 LG1111
 LG1111.The orthometric height was determined by differential leveling
 LG1111.and adjusted by the National Geodetic Survey in May 1993..
 LG1111
 LG1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1111
 LG1111.The geoid height was determined by GEOID03.
 LG1111
 LG1111.The dynamic height is computed by dividing the NAVD 88
 LG1111.geopotential number by the normal gravity value computed on the
 LG1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1111.degrees latitude (g = 980.6199 gals.).
 LG1111
 LG1111.The modeled gravity was interpolated from observed gravity values.
 LG1111
 LG1111;                    North         East     Units Scale Factor Converg.
 LG1111;SPC NE       -   108,100.626   778,348.961   MT  0.99974285   +2 11 08.1
 LG1111;UTM  14      - 4,514,560.848   693,977.533   MT  1.00006315   +1 30 02.9
 LG1111
 LG1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1111!SPC NE       -   0.99994508  x   0.99974285  =   0.99968794
 LG1111!UTM  14      -   0.99994508  x   1.00006315  =   1.00000822
 LG1111
 LG1111|---------------------------------------------------------------------|
 LG1111| PID    Reference Object                     Distance      Geod. Az  |
 LG1111|                                                           dddmmss.s |
 LG1111| LG1479 PEN 2 RM 7                           38.899 METERS 00156     |
 LG1111| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX. 5.4 KM 0020037.0 |
 LG1111| LG1117 PEN                                  14.144 METERS 02026     |
 LG1111| LG1124 LINCOLN ST THOMAS ORPHAN CROSS      APPROX. 2.3 KM 0450123.6 |
 LG1111| LG1115 LINCOLN COLL VIEW UN COLL TWR       APPROX. 4.5 KM 0674238.9 |
 LG1111| LG1480 PEN 2 RM 8                           30.764 METERS 09937     |
 LG1111| LG1478 PEN 2 AZ MK                                        1405122.4 |
 LG1111| LG1421 PEN 2 AZ MK 2                       APPROX. 1.4 KM 1781912.3 |
 LG1111| CL8095 PEN AZ MK                                          1854507.1 |
 LG1111| CL8100 PEN 2 RM 5                           12.928 METERS 20446     |
 LG1111| CL8101 PEN 2 RM 6                           18.008 METERS 26735     |
 LG1111| CL8097 PEN RM 2                             16.928 METERS 28411     |
 LG1111| LG1112 LINCOLN STATE HOSPITAL TANK         APPROX. 3.0 KM 3040936.1 |
 LG1111|---------------------------------------------------------------------|
 LG1111
 LG1111                          SUPERSEDED SURVEY CONTROL
 LG1111
 LG1111  NAD 83(1986)-  40 45 32.92872(N)    096 42 07.08877(W) AD(       ) 2
 LG1111  NAD 27      -  40 45 32.92593(N)    096 42 06.02954(W) AD(       ) 2
 LG1111  NGVD 29 (02/17/94)  376.01   (m)         1233.6    (f) LEVELING    3  
 LG1111
 LG1111.Superseded values are not recommended for survey control.
 LG1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1111.See file dsdata.txt to determine how the superseded data were derived.
 LG1111
 LG1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9397814561(NAD 83)
 LG1111_MARKER: DS = TRIANGULATION STATION DISK
 LG1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1111_SP_SET: CONCRETE POST
 LG1111_STAMPING: PEN 2 1966 1970
 LG1111_MARK LOGO: CGS   
 LG1111_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1111+STABILITY: SURFACE MOTION
 LG1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1111+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 LG1111
 LG1111  HISTORY     - Date     Condition        Report By
 LG1111  HISTORY     - 1966     MONUMENTED       CGS
 LG1111  HISTORY     - 1966     GOOD             CGS
 LG1111  HISTORY     - 1968     GOOD             CGS
 LG1111  HISTORY     - 1970     GOOD             NGS
 LG1111  HISTORY     - 1970     GOOD             NGS
 LG1111  HISTORY     - 1976     GOOD             NGS
 LG1111  HISTORY     - 1977     GOOD             NEDR
 LG1111  HISTORY     - 19860512 GOOD             NGS
 LG1111  HISTORY     - 19911022 GOOD             NGS
 LG1111  HISTORY     - 20010818 MARK NOT FOUND   USPSQD
 LG1111  HISTORY     - 20060401 GOOD             GEOCAC
 LG1111
 LG1111                          STATION DESCRIPTION
 LG1111
 LG1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1111'STATION IS LOCATED 3-1/2 MILES SOUTH OF LINCOLN, AT THE PLEASANT
 LG1111'VIEW SCHOOL, AND ON THE EXTREME WEST EDGE OF THE RIGHT-OF-WAY OF
 LG1111'U.S. HIGHWAY 77.
 LG1111'
 LG1111'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO SOUTH
 LG1111'ON U.S. HIGHWAY 77 FOR 3.8 MILES TO THE PLEASANT VIEW SCHOOL AND
 LG1111'THE STATION ON THE RIGHT.
 LG1111'
 LG1111'STATION MARKS ARE STANDARD DISKS STAMPED PEN 2 1966.  THE SURFACE
 LG1111'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 LG1111'WITH THE SURFACE OF THE GROUND.  IT IS 49 FEET NORTHEAST OF THE
 LG1111'SOUTHEAST CORNER OF THE SCHOOLHOUSE, 29 FEET EAST-NORTHEAST OF THE
 LG1111'NORTHEAST CORNER OF THE SCHOOLHOUSE, 1.5 FEET NORTH OF A METAL
 LG1111'WITNESS POST AND AT THE WEST EDGE OF THE RIGHT-OF-WAY OF U.S.
 LG1111'HIGHWAY 77.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 LG1111'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE
 LG1111'GROUND.
 LG1111'
 LG1111'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PEN NO 2 1947, IS
 LG1111'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LG1111'SURFACE OF THE GROUND.  IT IS 38 FEET NORTHWEST OF THE NORTHEAST
 LG1111'CORNER OF THE SCHOOLHOUSE, 24 FEET NORTH-NORTHEAST OF THE
 LG1111'NORTHWEST CORNER OF THE SCHOOLHOUSE, AND THIS MARK WAS THE
 LG1111'ORIGINAL MARK USED AT PEN 1947.
 LG1111'
 LG1111'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED PEN 2 NO 5 1966, IS
 LG1111'CEMENTED IN A DRILL HOLE IN THE BOTTOM STEP OF THE CONCRETE STEPS
 LG1111'LEADING TO THE SCHOOLHOUSE, AND IS FLUSH WITH THE STEP.  IT IS 9
 LG1111'FEET EAST OF THE EAST SIDE OF THE SCHOOLHOUSE, AND NEAR THE SOUTH
 LG1111'END OF THE BOTTOM STEP.
 LG1111'
 LG1111'AZIMUTH MARK, A STANDARD DISK STAMPED PEN 2 1966, IS SET IN THE
 LG1111'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 83
 LG1111'FEET NORTH OF THE CENTER OF A SURFACED ROAD, 14 FEET SOUTH OF A
 LG1111'POWERLINE POLE, 2 FEET EAST OF A METAL WITNESS POST, AND ON A
 LG1111'HIGH BANK NEAR THE NORTH POINT OF A TRIANGLE FORMED BY TWO ROADS
 LG1111'AND RAILROAD TRACK.
 LG1111'
 LG1111'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 LG1111'HIGHWAY 77 FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT, SOUTH, ON A
 LG1111'GRAVELED ROAD FOR 0.2 MILE TO RAILROAD TRACK AND THE AZIMUTH
 LG1111'MARK ON RIGHT.
 LG1111
 LG1111                          STATION RECOVERY (1966)
 LG1111
 LG1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1111'STATION MARK, REFERENCE MARK NO. 5, AND THE AZIMUTH MARK WERE
 LG1111'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.
 LG1111'REFERENCE MARK NO. 2 WAS FOUND DESTROYED.  THE DESCRIPTION WAS
 LG1111'ADEQUATE FOR RECOVERY.
 LG1111'
 LG1111'REFERENCE MARK NO. 6 WAS SET.
 LG1111'
 LG1111'FOLLOWING ARE ADDITIONAL NOTES FOR THE STATION MARK AND NOTES FOR
 LG1111'REFERENCE MARK NO. 6.
 LG1111'
 LG1111'THE STATION IS 56.5 FEET SOUTH OF THE NORTHEAST CORNER OF A LOT
 LG1111'FENCE, 48.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 77, AND 1
 LG1111'FOOT WEST OF THE LOT FENCE.
 LG1111'
 LG1111'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED PEN 2 NO. 6 1966, IS
 LG1111'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LG1111'SURFACE OF THE GROUND.  IT IS 86.5 FEET SOUTHWEST OF THE
 LG1111'NORTHEAST CORNER OF THE LOT FENCE AND 7 FEET NORTH OF THE
 LG1111'NORTHWEST CORNER OF THE SCHOOLHOUSE.
 LG1111'
 LG1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES
 LG1111'SOUTH OF LINCOLN.
 LG1111
 LG1111                          STATION RECOVERY (1968)
 LG1111
 LG1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG1111'STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 LG1111'GOOD CONDITION.  REFERENCE MARK NO. 5 AND REFERENCE MARK NO. 6
 LG1111'WERE DESTROYED WHEN THE PLEASANT VIEW SCHOOL WAS TORN DOWN AND
 LG1111'THE HILL WAS ALSO LOWERED.  THE TO REACH THE STATION WAS ADEQUATE.
 LG1111'
 LG1111'REFERENCE MARK NO. 7 AND REFERENCE MARK NO. 8 WERE SET BUT ANGLES
 LG1111'WERE NOT OBSERVED BECAUSE A TALL WOVEN WIRE FENCE WAS TO CLOSE TO
 LG1111'THE STATION MARK.
 LG1111'
 LG1111'FOLLOWING IS A DESCRIPTION FOR THE NEW REFERENCE MARKS AND NOTES
 LG1111'OF THE STATION MARK.
 LG1111'
 LG1111'STATION MARK IS 114 FEET SOUTH OF THE SOUTH LANE LEADING TO THE
 LG1111'SALT VALLEY VIEW HOUSING DEVELOPMENT, 48.5 FEET WEST OF THE SOUTH
 LG1111'BOUND LANE OF U.S. HIGHWAY 77, 36 FEET SOUTHEAST OF THE SOUTHEAST
 LG1111'CORNER OF A BRICK WALL, 1 FOOT NORTH OF A METAL WITNESS POST, 0.5
 LG1111'FOOT WEST OF THE FENCE, AND IN THE SOUTHWEST ANGLE OF SOUTH 14TH
 LG1111'STREET AND SALT VALLEY VIEW.
 LG1111'
 LG1111'REFERENCE MARK NO. 7, A STANDARD DISK STAMPED PEN 2 1966 NO. 7
 LG1111'1968, IS CEMENTED IN A DRILL HOLE IN A CONCRETE ISLAND BETWEEN
 LG1111'THE ENTRANCE TO THE SALT VALLEY VIEW HOUSING DEVELOPMENT.  IT IS
 LG1111'127.63 FEET, 38.902 METERS NORTH-NORTHWEST OF THE STATION, 39 FEET
 LG1111'WEST OF THE EAST EDGE OF THE ISLAND, 14 FEET NORTH OF THE CENTER
 LG1111'OF THE SOUTH LANE, AND 1 FOOT NORTH OF THE SOUTH EDGE OF ISLAND.
 LG1111'
 LG1111'REFERENCE MARK NO. 8, A STANDARD DISK STAMPED PEN 2 1966 NO. 8
 LG1111'1968, IS CEMENTED IN A DRILL HOLE IN A CONCRETE ISLAND BETWEEN
 LG1111'THE NORTH-SOUTH BOUND LANES OF U.S. HIGHWAY 77.  IT IS 101.05
 LG1111'FEET, 30.800 METERS EAST-SOUTHEAST OF THE STATION, 48.5 FEET NORTH
 LG1111'OF THE SOUTH EDGE OF THE ISLAND, 25.5 FEET WEST OF THE
 LG1111'NORTH-BOUND LANE, AND 1 FOOT EAST OF THE WEST EDGE OF THE LANE.
 LG1111'
 LG1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES
 LG1111'SOUTH OF LINCOLN.
 LG1111
 LG1111                          STATION RECOVERY (1970)
 LG1111
 LG1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG1111'THE STATION SURFACE AND UNDERGROUND MARKS WERE DESTROYED WHEN
 LG1111'DIRT WAS REMOVE FROM A ROAD CUT.  REFERENCE MARK NO. 7, REFERENCE
 LG1111'MARK NO. 8, AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY
 LG1111'DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION MARK WAS
 LG1111'RESET IN ITS ORIGINAL POSITION FROM THE INTERSECTION STATIONS
 LG1111'SHOWN IN THE BOX SCORE ABOVE.  SINCE THE STATION SITE HAS BEEN
 LG1111'LOWERED, A 6 FOOT TARGET IS NEEDED TO SEE THE AZIMUTH MARK.
 LG1111'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LG1111'
 LG1111'FOLLOWING IS ADDITIONAL NOTES FOR THE STATION MARK.
 LG1111'
 LG1111'STATION MARKS ARE STANDARD DISKS STAMPED PEN 2 1966 1970.  THE
 LG1111'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 LG1111'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK, A
 LG1111'STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3.5
 LG1111'FEET BELOW THE SURFACE OF THE GROUND.  IT IS 39.5 FEET SOUTH OF
 LG1111'AN UNDERGROUND TELEPHONE CABLE BOX AND 1 FOOT NORTH OF A METAL
 LG1111'WITNESS POST.
 LG1111'
 LG1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2
 LG1111'MILES SOUTH OF LINCOLN.
 LG1111
 LG1111                          STATION RECOVERY (1970)
 LG1111
 LG1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LG1111'RECOVERED IN GOOD CONDITION.
 LG1111
 LG1111                          STATION RECOVERY (1976)
 LG1111
 LG1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1111'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LG1111'REFERENCE MARKS AND THE AZIMUTH MARK WERE NOT SEARCHED FOR THIS
 LG1111'DATE.
 LG1111'
 LG1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2
 LG1111'MILES SOUTH OF LINCOLN.
 LG1111
 LG1111                          STATION RECOVERY (1977)
 LG1111
 LG1111'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1977 (HED)
 LG1111'REFER TO QUAD 400964 PAGE 1007A STATION, REF 7, REF 8 AND AZIMUTH
 LG1111'FOUND IN GOOD CONDITION AS DESCRIBED.
 LG1111'
 LG1111'NEAREST TOWN--LINCOLN.
 LG1111
 LG1111                          STATION RECOVERY (1986)
 LG1111
 LG1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG1111'THE SURFACE STATION MARK, REFERENCE MARK 7 AND REFERENCE MARK 8 WERE
 LG1111'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY ROAD
 LG1111'CONSTRUCTION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 LG1111'AGREED WITH 1970 DATA.  A CHECK WAS OBTAINED BETWEEN THE DISTANT
 LG1111'LANDMARKS, HOWEVER, THE DIRECTION TO THE LINCOLN, NEBRASKA STATE
 LG1111'CAPITOL BUILDING DOME WAS ABOUT 25 SECONDS SMALLER THAN THE INVERSED
 LG1111'DIRECTION.  THE UNDERGROUND MARK WAS NOT INSPECTED.  AN AZIMUTH MARK
 LG1111'2 WAS ESTABLISHED THIS DATE AND COORDINATES DETERMINED FOR THE MARK.
 LG1111'A NEW DESCRIPTION FOLLOWS.
 LG1111'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTH FROM THE CENTER OF
 LG1111'LINCOLN, 1.6 KM (1.0 MI) SOUTH FROM THE SOUTH JUNCTION OF STATE
 LG1111'HIGHWAY 2 WITH U.S. HIGHWAY 77, AT THE ENTRANCE TO THE SALT VALLEY
 LG1111'VIEW APARTMENT COMPLEX AND THE NEBRASKA DEPARTMENT OF ROADS, DISTRICT
 LG1111'1 MAINTENANCE SHOP AND ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 77
 LG1111'AND SOUTH 14TH STREET.
 LG1111'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAY 2 AND
 LG1111'U.S. HIGHWAY 77, BY THE STATE PRISON AT THE SOUTHWEST PART OF
 LG1111'LINCOLN, GO SOUTH ON U.S. HIGHWAY 77 AND SOUTH 14TH STREET FOR 1.45
 LG1111'KM (0.90 MI) TO SALT VALLEY VIEW STREET AND THE STATION ON THE RIGHT.
 LG1111'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS
 LG1111'RECESSED 0.015 M (0.049 FT) BELOW THE GROUND SURFACE.  IT IS 34.75 M
 LG1111'(114.01 FT) SOUTH FROM THE CENTERLINE OF THE EAST BOUND LANE OF SALT
 LG1111'VALLEY VIEW STREET, 28.59 M (93.80 FT) EAST-NORTHEAST FROM THE
 LG1111'SOUTHEAST CORNER OF THE NORTHEASTERN MOST APARTMENT BUILDING, 26.06 M
 LG1111'(85.50 FT) EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF THIS APARTMENT
 LG1111'BUILDING, 14.78 M (48.49 FT) WEST FROM THE SOUTH BOUND LANE OF THE
 LG1111'HIGHWAY AND 0.3 M (1.0 FT) NORTH FROM A WITNESS POST.
 LG1111
 LG1111                          STATION RECOVERY (1991)
 LG1111
 LG1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG1111'IN LINCOLN, AT THE INTERSECTION OF U.S HIGHWAY 77 (SOUTH 14TH STREET)
 LG1111'AND SALT VALLEY VIEW STREET, 34.8 M (114.2 FT) SOUTH OF THE CENTER OF
 LG1111'THE EASTBOUND LANE OF THE STREET, 28.6 M (93.8 FT) EAST-NORTHEAST OF
 LG1111'THE SOUTHEAST CORNER OF AN APARTMENT BUILDING, 26.1 M (85.6 FT)
 LG1111'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 14.8 M (48.6
 LG1111'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 LG1111'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH
 LG1111'OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW
 LG1111'THE GROUND SURFACE.
 LG1111
 LG1111                          STATION RECOVERY (2001)
 LG1111
 LG1111'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG1111'STATION NOT SEARCHED FOR THIS DATE.
 LG1111' 
 LG1111'HOWEVER, REFERENCE MARK 7 AND REFERENCE MARK 8 BOTH FOUND IN GOOD
 LG1111'CONDITION AS DESCRIBED IN 1968 DESCRIPTION.
 LG1111
 LG1111                          STATION RECOVERY (2006)
 LG1111
 LG1111'RECOVERY NOTE BY GEOCACHING 2006 (MDF)
 LG1111'IN LINCOLN, AT THE INTERSECTION OF NEBRASKA LINK 55W (SOUTH 14TH
 LG1111'STREET - FORMERLY US HWY 77)AND SALT VALLEY VIEW STREET, 34.8 M (114.2
 LG1111'FT) SOUTH OF THE CENTER OF THE EASTBOUND LANE OF THE STREET,
 LG1111'28.6 M (93.8 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF AN
 LG1111'APARTMENT BUILDING, 26.1 M (85.6 FT) EAST-SOUTHEAST OF THE NORTHEAST
 LG1111'CORNER OF THE BUILDING, 17.5 M (57.5 FT)NORTH OF STREET LAMP POLE,
 LG1111'14.8 M (48.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 LG1111'HIGHWAY, 12.3 M 40.5 FT) SOUTH OF TELEPHONE PEDASTAL,  8.0 M (26.4 FT)
 LG1111'WEST OF CURB, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 LG1111'0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 LG1111'0.1 M (0.3 FT) BELOW THE GROUND SURFACE. REFERENCE MARKS 7 AND 8 WERE
 LG1111'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0592 ***********************************************************************
 NM0592  DESIGNATION -  PENDER
 NM0592  PID         -  NM0592
 NM0592  STATE/COUNTY-  NE/THURSTON
 NM0592  USGS QUAD   -  PENDER (1966)
 NM0592
 NM0592                         *CURRENT SURVEY CONTROL
 NM0592  ___________________________________________________________________
 NM0592* NAD 83(1986)-  42 06 42.     (N)    096 42 40.     (W)     SCALED    
 NM0592* NAVD 88     -       405.957  (meters)    1331.88   (feet)  ADJUSTED  
 NM0592  ___________________________________________________________________
 NM0592  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 NM0592  DYNAMIC HT  -         405.814 (meters)    1331.41  (feet)  COMP
 NM0592  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 NM0592
 NM0592  VERT ORDER  -  SECOND    CLASS 0
 NM0592
 NM0592.The horizontal coordinates were scaled from a topographic map and have
 NM0592.an estimated accuracy of +/- 6 seconds.
 NM0592
 NM0592.The orthometric height was determined by differential leveling
 NM0592.and adjusted by the National Geodetic Survey in June 1991..
 NM0592
 NM0592.The geoid height was determined by GEOID03.
 NM0592
 NM0592.The dynamic height is computed by dividing the NAVD 88
 NM0592.geopotential number by the normal gravity value computed on the
 NM0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0592.degrees latitude (g = 980.6199 gals.).
 NM0592
 NM0592.The modeled gravity was interpolated from observed gravity values.
 NM0592
 NM0592;                    North         East    Units  Estimated Accuracy
 NM0592;SPC NE       -   258,130.      771,870.      MT  (+/- 180 meters Scaled)
 NM0592
 NM0592                          SUPERSEDED SURVEY CONTROL
 NM0592
 NM0592  NGVD 29 (??/??/92)  405.804  (m)         1331.38   (f) ADJ UNCH    2 0
 NM0592
 NM0592.Superseded values are not recommended for survey control.
 NM0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0592.See file dsdata.txt to determine how the superseded data were derived.
 NM0592
 NM0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM892647(NAD 83)
 NM0592_MARKER: DB = BENCH MARK DISK
 NM0592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM0592_SP_SET: BUILDING
 NM0592_STAMPING: PENDER 1934
 NM0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM0592
 NM0592  HISTORY     - Date     Condition        Report By
 NM0592  HISTORY     - 1934     MONUMENTED       CGS
 NM0592
 NM0592                          STATION DESCRIPTION
 NM0592
 NM0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM0592'AT PENDER.
 NM0592'AT PENDER, THURSTON COUNTY, AT THE HIGH SCHOOL, IN THE NORTH
 NM0592'WALL OF THE BUILDING, 68.7 FEET EAST OF THE NORTHWEST CORNER,
 NM0592'4 FEET WEST OF THE CENTER OF THE DOORWAY AT THE NORTH ENTRANCE,
 NM0592'87 FEET SOUTHWEST OF A FLAGPOLE, AND 4.1 FEET ABOVE THE GROUND.
 NM0592'A STANDARD DISK, STAMPED PENDER 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1823 ***********************************************************************
 NM1823  DESIGNATION -  PEORIA
 NM1823  PID         -  NM1823
 NM1823  STATE/COUNTY-  NE/KNOX
 NM1823  USGS QUAD   -  LINDY (1974)
 NM1823
 NM1823                         *CURRENT SURVEY CONTROL
 NM1823  ___________________________________________________________________
 NM1823* NAD 83(1995)-  42 41 37.69176(N)    097 38 31.33108(W)     ADJUSTED  
 NM1823* NAVD 88     -       572.     (meters)    1877.     (feet)  SCALED    
 NM1823  ___________________________________________________________________
 NM1823  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 NM1823  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 NM1823
 NM1823  HORZ ORDER  -  FIRST
 NM1823
 NM1823.The horizontal coordinates were established by classical geodetic methods
 NM1823.and adjusted by the National Geodetic Survey in August 1997..
 NM1823
 NM1823.The orthometric height was scaled from a topographic map.
 NM1823
 NM1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1823
 NM1823.The geoid height was determined by GEOID03.
 NM1823
 NM1823;                    North         East     Units Scale Factor Converg.
 NM1823;SPC NE       -   320,242.509   693,174.315   MT  0.99987403   +1 33 45.4
 NM1823;UTM  14      - 4,727,707.000   611,234.257   MT  0.99975222   +0 55 15.2
 NM1823
 NM1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1823!SPC NE       -   0.99991427  x   0.99987403  =   0.99978831
 NM1823!UTM  14      -   0.99991427  x   0.99975222  =   0.99966651
 NM1823
 NM1823:                Primary Azimuth Mark                     Grid Az
 NM1823:SPC NE       -  CROFTON MUNICIPAL STANDPIPE              068 24 48.2
 NM1823:UTM  14      -  CROFTON MUNICIPAL STANDPIPE              069 03 18.4
 NM1823
 NM1823|---------------------------------------------------------------------|
 NM1823| PID    Reference Object                     Distance      Geod. Az  |
 NM1823|                                                           dddmmss.s |
 NM1823| NM1753 CROFTON MUNICIPAL STANDPIPE         APPROX.12.4 KM 0695833.6 |
 NM1823| NM1822 BLOOMFIELD MUNICIPAL STANDPIPE      APPROX.11.5 KM 1821241.5 |
 NM1823| CO3453 PEORIA RM 3                                        22720     |
 NM1823| CO3452 PEORIA RM 2                          86.749 METERS 27034     |
 NM1823| CO3451 PEORIA RM 1                          62.896 METERS 35249     |
 NM1823| CO3450 PEORIA AZ MK                                       3555738.2 |
 NM1823|---------------------------------------------------------------------|
 NM1823
 NM1823                          SUPERSEDED SURVEY CONTROL
 NM1823
 NM1823  NAD 83(1986)-  42 41 37.69908(N)    097 38 31.32425(W) AD(       ) 1
 NM1823  NAD 27      -  42 41 37.69500(N)    097 38 30.09100(W) AD(       ) 1
 NM1823
 NM1823.Superseded values are not recommended for survey control.
 NM1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1823.See file dsdata.txt to determine how the superseded data were derived.
 NM1823
 NM1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1123427707(NAD 83)
 NM1823_MARKER: DS = TRIANGULATION STATION DISK
 NM1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1823
 NM1823  HISTORY     - Date     Condition        Report By
 NM1823  HISTORY     - 1940     MONUMENTED       CGS
 NM1823  HISTORY     - 1948     GOOD             CGS
 NM1823  HISTORY     - 1975     GOOD             NGS
 NM1823
 NM1823                          STATION DESCRIPTION
 NM1823
 NM1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1823'STATION IS LOCATED 6-1/2 MILES NORTH OF BLOOMFIELD, 5-1/2
 NM1823'MILES SE OF LINDY, .35 MILE SOUTH OF THE NW CORNER OF SECTION
 NM1823'2, T 31 N, R 3 W, ON PROPERTY OF ALICE PATTERSON.  STATION
 NM1823'IS ON HIGHEST POINT OF KNOLL IN UNCULTIVATED PATCH, 311 FEET
 NM1823'EAST OF CENTER LINE OF ROAD, 5-1/2 FEET WEST OF WHITE REFERENCE
 NM1823'POST.  MARK PROJECTS 4 INCHES AND DISK IS STAMPED PEORIA,
 NM1823'1940.
 NM1823'
 NM1823'TO REACH STATION FROM LINDY, GO SOUTH 1/2 MILE TO INTERSECTION
 NM1823'WITH STATE ROUTE 12, GO EAST FOR 4 MILES TO CROSS-ROAD.  TURN
 NM1823'SOUTH AND GO 3.0 MILES TO CROSS-ROAD.  TURN EAST AND GO 1
 NM1823'MILE TO CROSS-ROAD.  TURN NORTH AND GO .65 MILE TO STATION
 NM1823'ON TOP OF KNOLL 100 YARDS TO EAST
 NM1823'
 NM1823'R.M. 1 IS 206.77 FEET (SLOPE) 206.35 FEET (HOR.) NORTH OF
 NM1823'STATION, AT THE NORTH END OF UNCULTIVATED PATCH.  MARK IS
 NM1823'278 FEET EAST OF CENTER LINE OF ROAD AND PROJECTS 3 INCHES.
 NM1823'DISK IS STAMPED PEORIA, NO. 1, 1940.
 NM1823'
 NM1823'R.M. 2 IS 285.50 FEET (SLOPE) 284.61 FEET (HOR.) WEST OF
 NM1823'STATION, 24 FEET EAST OF CENTERLINE OF ROAD, AND 81 FEET
 NM1823'NORTH OF A TELEPHONE POLE.  MARK PROJECTS 4 INCHES AND DISK
 NM1823'IS STAMPED PEORIA, NO. 2, 1940.
 NM1823'
 NM1823'AZIMUTH MARK IS 0.6 MILE NORTH OF STATION ON A SMALL HILL,
 NM1823'25 FEET EAST OF CENTERLINE OF ROAD WHICH RUNS BY STATION,
 NM1823'0.5 FOOT WEST OF FENCE LINE, 2-1/2 FEET SOUTH OF TELEPHONE
 NM1823'POLE, AND 5 FEET SOUTH OF WHITE REFERENCE POST.  MARK PROJECTS
 NM1823'5 INCHES.  DISK IS STAMPED PEORIA, 1940.
 NM1823'
 NM1823'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NM1823
 NM1823                          STATION RECOVERY (1948)
 NM1823
 NM1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1823'THE STATION WAS RECOVERED AS DESCRIBED BY K.B.J. IN 1940
 NM1823'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE LAND IS NOW
 NM1823'OWNED BY MR. RUDOLPH WEISS AND IS UNDER CULTIVATION.  R.M.
 NM1823'NO. 1 IS TO BE DESTROYED BECAUSE IT IS IN THE WAY.  A NEW
 NM1823'REFERENCE MARK (NO. 3) WAS ESTABLISHED.  A DIFFERENCE WAS
 NM1823'FOUND IN THE DISTANCES TO BOTH REFERENCE MARKS.  A COMPLETE
 NM1823'NEW DESCRIPTION FOLLOWS.
 NM1823'
 NM1823'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF CROFTON,
 NM1823'ABOUT 6-1/2 MILES NORTH OF BLOOMFIELD, ABOUT 5-1/2 MILES
 NM1823'SOUTHEAST OF LINDY, ON A HIGH HILL ON PROPERTY OWNED AND
 NM1823'OCCUPIED BY MR. RUDOLPH WEISS.  IT IS 308 FEET EAST OF THE
 NM1823'CENTERLINE OF A DIRT ROAD.  THE DISK IS STAMPED PEORIA 1940
 NM1823'AND IS SET FLUSH WITH THE GROUND.
 NM1823'
 NM1823'REFERENCE MARK NO. 1 IS 206.70 FEET (SLOPE) NORTH OF THE
 NM1823'STATION.  THE DISK IS STAMPED PEORIA NO 1 1940 AND PROJECTS
 NM1823'3 INCHES.
 NM1823'
 NM1823'REFERENCE MARK NO. 2 IS 285.16 FEET (SLOPE) WEST OF THE STATION,
 NM1823'24 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT WEST
 NM1823'OF A FENCE LINE.  THE DISK IS STAMPED PEORIA NO 2 1940 AND
 NM1823'PROJECTS 4 INCHES.
 NM1823'
 NM1823'REFERENCE MARK NO. 3 IS 391.33 FEET (SLOPE) SOUTHWEST OF THE
 NM1823'STATION, 26 FEET EAST OF THE CENTERLINE OF THE ROAD, 20
 NM1823'FEET NORTH OF A TELEPHONE POLE, AND 9 FEET NORTH OF THE
 NM1823'CENTERLINE OF A TRACK ROAD.  THE DISK IS STAMPED PEORIA
 NM1823'NO 3 1948 AND PROJECTS 8 INCHES.
 NM1823'
 NM1823'THE AZIMUTH MARK IS ABOUT 0.6 MILE NORTH OF THE STATION,
 NM1823'25 FEET EAST OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTH
 NM1823'OF A WITNESS POST, AND 0.5 FOOT WEST OF A FENCE LINE.  THE
 NM1823'DISK IS STAMPED PEORIA 1940 AND PROJECTS 5 INCHES.
 NM1823'
 NM1823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 NM1823'AND STATE HIGHWAY 12, AT THE WEST EDGE OF CROFTON, GO WEST
 NM1823'ON HIGHWAYS 81 AND 12 FOR 1.0 MILE TO ANOTHER JUNCTION.
 NM1823'CONTINUE STRAIGHT AHEAD ON HIGHWAY 12 FOR 6.15 MILE TO A
 NM1823'SIDE ROAD LEFT, JUST BEFORE REACHING THE TOP OF A HILL.  TURN
 NM1823'LEFT AND FOLLOW THE DIRT ROAD FOR 2.1 MILES TO THE TOP OF
 NM1823'A RIDGE AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE AHEAD
 NM1823'FOR 0.6 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NM1823'
 NM1823'OBSERVATIONS MADE FROM A 77 FOOT TOWER.
 NM1823'
 NM1823'A 100 FOOT SIGNAL AT SANTEE 1901 IS VISIBLE AT 77 FEET.
 NM1823'
 NM1823'A 4 FOOT SIGNAL AT LAKEPORT (MORC) IS VISIBLE FROM THE GROUND.
 NM1823'
 NM1823'A 4 FOOT SIGNAL AT SCHMIDT 1935 IS VISIBLE AT 64 FEET.
 NM1823'
 NM1823'A 4 FOOT SIGNAL AT ROSE 1940 IS VISIBLE FROM THE GROUND.
 NM1823
 NM1823                          STATION RECOVERY (1975)
 NM1823
 NM1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HED)
 NM1823'STATION, AND AZIMUTH FOUND IN GOOD CONDITION AS DESCRIBED.
 NM1823'
 NM1823'NEAREST TOWN--CROFTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1934 ***********************************************************************
 MK1934  DESIGNATION -  PEREGRINE
 MK1934  PID         -  MK1934
 MK1934  STATE/COUNTY-  NE/NANCE
 MK1934  USGS QUAD   -  FULLERTON (1958)
 MK1934
 MK1934                         *CURRENT SURVEY CONTROL
 MK1934  ___________________________________________________________________
 MK1934* NAD 83(1995)-  41 17 47.08311(N)    097 59 13.87143(W)     ADJUSTED  
 MK1934* NAVD 88     -       532.     (meters)    1745.     (feet)  SCALED    
 MK1934  ___________________________________________________________________
 MK1934  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 MK1934  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 MK1934
 MK1934  HORZ ORDER  -  SECOND
 MK1934
 MK1934.The horizontal coordinates were established by classical geodetic methods
 MK1934.and adjusted by the National Geodetic Survey in August 1997..
 MK1934
 MK1934.The orthometric height was scaled from a topographic map.
 MK1934
 MK1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1934
 MK1934.The geoid height was determined by GEOID03.
 MK1934
 MK1934;                    North         East     Units Scale Factor Converg.
 MK1934;SPC NE       -   164,400.580   668,515.832   MT  0.99966524   +1 20 02.0
 MK1934;UTM  14      - 4,572,157.099   584,797.003   MT  0.99968849   +0 40 06.4
 MK1934
 MK1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1934!SPC NE       -   0.99992044  x   0.99966524  =   0.99958570
 MK1934!UTM  14      -   0.99992044  x   0.99968849  =   0.99960895
 MK1934
 MK1934|---------------------------------------------------------------------|
 MK1934| PID    Reference Object                     Distance      Geod. Az  |
 MK1934|                                                           dddmmss.s |
 MK1934| CN9441 PEREGRINE RM 1                       37.030 METERS 10116     |
 MK1934| CN9440 PEREGRINE AZ MK                                    1291606.8 |
 MK1934| MK1932 L 11 20                              18.277 METERS 35559     |
 MK1934|---------------------------------------------------------------------|
 MK1934
 MK1934                          SUPERSEDED SURVEY CONTROL
 MK1934
 MK1934  NAD 83(1986)-  41 17 47.08981(N)    097 59 13.87548(W) AD(       ) 2
 MK1934  NAD 27      -  41 17 47.03500(N)    097 59 12.66300(W) AD(       ) 2
 MK1934
 MK1934.Superseded values are not recommended for survey control.
 MK1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1934.See file dsdata.txt to determine how the superseded data were derived.
 MK1934
 MK1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8479772157(NAD 83)
 MK1934_MARKER: DS = TRIANGULATION STATION DISK
 MK1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1934
 MK1934  HISTORY     - Date     Condition        Report By
 MK1934  HISTORY     - 1950     MONUMENTED       CGS
 MK1934
 MK1934                          STATION DESCRIPTION
 MK1934
 MK1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1934'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF THE
 MK1934'TOWN OF FULLERTON, 1/4 MILE WEST OF STATE HIGHWAY 14 AND ON THE
 MK1934'HIGHEST KNOLL IN PASTURED LAND.  THE MARK PROJECTS 2 INCHES
 MK1934'AND THE DISK IS STAMPED PEREGRINE 1950.
 MK1934'
 MK1934'REFERENCE MARK NO. 1 IS AT THE BOTTOM OF THE EAST SLOPE OF THE
 MK1934'KNOLL.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MK1934'PEREGRINE NO 1 1950.
 MK1934'
 MK1934'BENCH MARK L-11-20 (USBR) IS LOCATED AT THE NORTH EDGE OF THE
 MK1934'KNOLL.  THE MARK IS A BUREAU OF RECLAMATION DISK SET IN AN
 MK1934'8 X 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND
 MK1934'THE DISK IS STAMPED L-11-20.
 MK1934'
 MK1934'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 MK1934'PEREGRINE TO BENCH MARK L-11-20.  THE DISTANCE IS AS SHOWN
 MK1934'ABOVE.
 MK1934'
 MK1934'AZIMUTH MARK IS 41 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 MK1934'14, 2 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF THE
 MK1934'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 MK1934'IS STAMPED PEREGRINE 1950.
 MK1934'
 MK1934'TO REACH FROM THE POST OFFICE IN FULLERTON, GO SOUTH 0.1 MILE
 MK1934'TO CROSS STREETS, TURN RIGHT (WEST) WITH STATE HIGHWAY 22, 0.25
 MK1934'MILE TO THE INTERSECTION OF STATE HIGHWAYS 14 AND 22, TURN
 MK1934'LEFT (SOUTH) ON HIGHWAY 14 0.9 MILE TO BRIDGE OVER THE LOUP
 MK1934'RIVER.  CONTINUE SOUTH ON HIGHWAY 14 3.75 MILES TO A WIRE GATE
 MK1934'ON THE RIGHT JUST AFTER PASSING A PLANTED GROVE OF TREES, TURN
 MK1934'RIGHT (WEST) THROUGH GATE AND GO SOUTHWEST ACROSS PASTURE 0.3
 MK1934'MILE TO THE HIGHEST POINT AND THE STATION.
 MK1934'
 MK1934'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO PASTURE, GO
 MK1934'SOUTH 0.4 MILE TO THE MARK ON THE RIGHT OR WEST SIDE OF THE
 MK1934'ROAD.
 MK1934'
 MK1934'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0521 ***********************************************************************
 LJ0521  DESIGNATION -  PERKINS RESET
 LJ0521  PID         -  LJ0521
 LJ0521  STATE/COUNTY-  NE/PERKINS
 LJ0521  USGS QUAD   -  BRANDON NW (1961)
 LJ0521
 LJ0521                         *CURRENT SURVEY CONTROL
 LJ0521  ___________________________________________________________________
 LJ0521* NAD 83(1995)-  40 59 43.10462(N)    101 56 15.56997(W)     ADJUSTED  
 LJ0521* NAVD 88     -      1085.     (meters)    3560.     (feet)  SCALED    
 LJ0521  ___________________________________________________________________
 LJ0521  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 LJ0521  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 LJ0521
 LJ0521  HORZ ORDER  -  FIRST
 LJ0521
 LJ0521.The horizontal coordinates were established by classical geodetic methods
 LJ0521.and adjusted by the National Geodetic Survey in August 1997..
 LJ0521
 LJ0521.The orthometric height was scaled from a topographic map.
 LJ0521
 LJ0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0521
 LJ0521.The geoid height was determined by GEOID03.
 LJ0521
 LJ0521;                    North         East     Units Scale Factor Converg.
 LJ0521;SPC NE       -   130,836.195   337,026.070   MT  0.99969803   -1 17 02.7
 LJ0521;SPC CO N     -   495,361.352 1,214,073.116   MT  1.00004128   +2 18 06.3
 LJ0521;SPC CO N     - 1,625,198.04  3,983,171.55   sFT  1.00004128   +2 18 06.3
 LJ0521;UTM  14      - 4,542,393.445   252,905.631   MT  1.00035153   -1 55 41.0
 LJ0521;UTM  13      - 4,542,754.047   757,583.200   MT  1.00041669   +2 00 36.0
 LJ0521
 LJ0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0521!SPC NE       -   0.99983303  x   0.99969803  =   0.99953111
 LJ0521!SPC CO N     -   0.99983303  x   1.00004128  =   0.99987430
 LJ0521!UTM  14      -   0.99983303  x   1.00035153  =   1.00018450
 LJ0521!UTM  13      -   0.99983303  x   1.00041669  =   1.00024965
 LJ0521
 LJ0521:                Primary Azimuth Mark                     Grid Az
 LJ0521:SPC NE       -  TRINITY LUTH CH STEEPLE                  105 04 04.6
 LJ0521:SPC CO N     -  TRINITY LUTH CH STEEPLE                  101 28 55.6
 LJ0521:UTM  14      -  TRINITY LUTH CH STEEPLE                  105 42 42.9
 LJ0521:UTM  13      -  TRINITY LUTH CH STEEPLE                  101 46 25.9
 LJ0521
 LJ0521|---------------------------------------------------------------------|
 LJ0521| PID    Reference Object                     Distance      Geod. Az  |
 LJ0521|                                                           dddmmss.s |
 LJ0521| LJ0509 TRINITY LUTH CH STEEPLE             APPROX.16.5 KM 1034701.9 |
 LJ0521| CP7936 PERKINS RM 1                         42.248 METERS 17904     |
 LJ0521| CP7938 PERKINS RM 3                        107.823 METERS 18252     |
 LJ0521| MN0422 AIRWAY BEACON                       APPROX. 6.9 KM 3011949.0 |
 LJ0521| CP7937 PERKINS RM 2                         87.222 METERS 31627     |
 LJ0521| CP7939 PERKINS RM 4                         10.718 METERS 32250     |
 LJ0521| CP7935 PERKINS AZ MK                                      3562608.0 |
 LJ0521|---------------------------------------------------------------------|
 LJ0521
 LJ0521                          SUPERSEDED SURVEY CONTROL
 LJ0521
 LJ0521  NAD 83(1995)-  40 59 43.10465(N)    101 56 15.57163(W) AD(       ) 1
 LJ0521  NAD 83(1986)-  40 59 43.10453(N)    101 56 15.57168(W) AD(       ) 1
 LJ0521  NAD 27      -  40 59 43.12300(N)    101 56 13.92900(W) AD(       ) 1
 LJ0521
 LJ0521.Superseded values are not recommended for survey control.
 LJ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0521.See file dsdata.txt to determine how the superseded data were derived.
 LJ0521
 LJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL5290642393(NAD 83)
 LJ0521_MARKER: DS = TRIANGULATION STATION DISK
 LJ0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0521
 LJ0521  HISTORY     - Date     Condition        Report By
 LJ0521  HISTORY     - 1933     MONUMENTED       CGS
 LJ0521  HISTORY     - 1959     GOOD             USGS
 LJ0521  HISTORY     - 1963     GOOD             CGS
 LJ0521
 LJ0521                          STATION DESCRIPTION
 LJ0521
 LJ0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0521'STATION IS ABOUT 7 MILES SSW OF BRULE IN NW 1/4 SEC. 19 T
 LJ0521'12 N, R 40 W ON RIGHT-OF-WAY OF COUNTY ROAD.  STATION MARK ON
 LJ0521'N AND S ROAD ABOUT 4 FEET W OF E FENCE, AND ABOUT 68 PACES
 LJ0521'S OF 1/4 SECTION CORNER.
 LJ0521'
 LJ0521'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LJ0521'BRONZE DISKS SET IN CONCRETE.
 LJ0521'
 LJ0521'REFERENCE MARK NO. 1 IS S OF STATION IN FENCE LINE.
 LJ0521'
 LJ0521'REFERENCE MARK NO. 2 IS NW OF STATION IN 1/4 LINE FENCE
 LJ0521'LINE.
 LJ0521'
 LJ0521'AZIMUTH MARK IS N OF STATION IN FENCE LINE ON W SIDE OF ROAD.
 LJ0521'
 LJ0521'ALL MARKS PROTRUDE ABOUT 4 INCHES.
 LJ0521'
 LJ0521'STATION REACHED FROM BRULE--S 1.25 MILES, W 1.75 MILES, S 2.0
 LJ0521'MILES, W 0.9 MILE, S 3.5 MILES.
 LJ0521'
 LJ0521'HEIGHT OF LIGHT ABOVE STATION MARK - 7.66 METERS.
 LJ0521
 LJ0521                          STATION RECOVERY (1959)
 LJ0521
 LJ0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LJ0521'STATION IS NOW ABOUT 290 FEET SOUTH AND 41 FEET EAST OF QUARTER
 LJ0521'CORNER BETWEEN SECTIONS 19 AND 24, 36 FEET SOUTHEAST OF A
 LJ0521'POWER POLE, IN TOP OF A CONCRETE POST.  STANDARD U.S.C. AND
 LJ0521'G.S. TABLET STAMPED PERKINS 1933, INSTEAD OF ABOUT 4 FEET
 LJ0521'WEST OF EAST FENCE AND ABOUT 68 PACES SOUTH OF QUARTER SECTION
 LJ0521'CORNER.
 LJ0521'
 LJ0521'REFERENCE MARK 1 HAS BEEN DISTURBED.  REFERENCE MARK 2 HAS
 LJ0521'BEEN DESTROYED.  FOUND IN DITCH ABOUT 1/4 MILE N OF STATION.
 LJ0521
 LJ0521                          STATION RECOVERY (1963)
 LJ0521
 LJ0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LJ0521'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 LJ0521'CONDITION.  THE STATION MARKS, SURFACE AND UNDERGROUND, WERE
 LJ0521'LOWERED 2 FEET UPON THE LAND OWNERS REQUEST.  REFERENCE MARKS
 LJ0521'1 AND 2 WERE DESTROYED BY FARM MACHINERY.  REFERENCE MARKS
 LJ0521'3 AND 4 WERE SET NEAR POWER POLES SO THEY WOULD NOT BE PLOWED
 LJ0521'OUT.  ALL FENCES HAVE BEEN REMOVED AND A TRACK ROAD RUNNING
 LJ0521'ALONG THE WEST SIDE OF A POWER LINE NOW SEPERATES THE
 LJ0521'CULTIVATED FIELDS.
 LJ0521'
 LJ0521'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF BIG SPRINGS
 LJ0521'AND 7-1/2 MILES SOUTH-SOUTHWEST OF BRULE.
 LJ0521'
 LJ0521'TO REACH THE STATION FROM THE ROAD AND RAILROAD CROSSING JUST WEST
 LJ0521'OF THE DEPOT IN BRULE, DRIVE SOUTH ON A PAVED ROAD FOR 1.1
 LJ0521'MILES TO A T-INTERSECTION.  TURN RIGHT AND DRIVE WEST ON A
 LJ0521'PAVED ROAD FOR 0.8 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 LJ0521'DRIVE SOUTH ON A GRAVELED ROAD FOR 2.0 MILES TO A T-INTERSECTION.
 LJ0521'TURN RIGHT AND DRIVE WEST FOR 1.9 MILES TO A SIDE ROAD LEFT.
 LJ0521'TURN LEFT AND DRIVE SOUTH FOR 3.1 MILES TO A CROSSROAD.
 LJ0521'CONTINUE SOUTH ON A TRACK ROAD FOR 0.25 MILE TO THE AZIMUTH MARK
 LJ0521'ON THE WEST SIDE OF THE TRACK ROAD.  CONTINUE SOUTH ON THE
 LJ0521'TRACK ROAD FOR 0.3 MILE TO THE STATION ON THE EAST SIDE
 LJ0521'OF THE TRACK ROAD.
 LJ0521'
 LJ0521'THE STATION MARKS ARE STANDARD DISKS, STAMPED
 LJ0521'PERKINS 1933 1963.  THE UNDERGROUND MARK IS SET IN A MASS OF
 LJ0521'CONCRETE 65 INCHES BELOW THE GROUND SURFACE AND THE TOP MARK
 LJ0521'IS SET IN THE TOP OF A CONCRETE CYLINDER, 2.4 FEET IN DIAMETER,
 LJ0521'20 INCHES BELOW THE GROUND SURFACE.  IT IS 41.5 FEET EAST OF THE
 LJ0521'CENTER OF A TRACK ROAD AND 37.0 FEET SOUTHEAST OF A POWER LINE
 LJ0521'POLE WITH A WITNESS SIGN ATTACHED.
 LJ0521'
 LJ0521'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PERKINS NO 3
 LJ0521'1933 1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 LJ0521'WHICH IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 LJ0521'SURFACE.  IT IS 19.5 FEET EAST OF THE CENTER OF A TRACK ROAD
 LJ0521'AND 1.5 FEET NORTH OF A POWER LINE POLE.  THE POWER LINE POLE
 LJ0521'HAS A WITNESS SIGN NAILED TO IT.
 LJ0521'
 LJ0521'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED PERKINS NO 4
 LJ0521'1933 1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 LJ0521'WHICH IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 LJ0521'SURFACE.  IT IS 20.0 FEET EAST OF THE CENTER OF A TRACK ROAD
 LJ0521'AND 1.0 FOOT SOUTHEAST OF A POWER LINE POLE WITH A WITNESS
 LJ0521'SIGN ATTACHED.
 LJ0521'
 LJ0521'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 LJ0521'PERKINS AZIMUTH 1933, SET IN THE TOP OF A 12-INCH SQUARE
 LJ0521'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 LJ0521'22.0 FEET WEST OF THE CENTER OF A TRACK ROAD AND 1.0 FOOT SOUTH OF
 LJ0521'A METAL WITNESS POST WITH A SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1081 ***********************************************************************
 LH1081  DESIGNATION -  PERRY
 LH1081  PID         -  LH1081
 LH1081  STATE/COUNTY-  NE/DAWSON
 LH1081  USGS QUAD   -  COZAD (1971)
 LH1081
 LH1081                         *CURRENT SURVEY CONTROL
 LH1081  ___________________________________________________________________
 LH1081* NAD 83(1995)-  40 52 26.15274(N)    099 53 25.96293(W)     ADJUSTED  
 LH1081* NAVD 88     -       756.     (meters)    2480.     (feet)  SCALED    
 LH1081  ___________________________________________________________________
 LH1081  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LH1081  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 LH1081
 LH1081  HORZ ORDER  -  FIRST
 LH1081
 LH1081.The horizontal coordinates were established by classical geodetic methods
 LH1081.and adjusted by the National Geodetic Survey in August 1997..
 LH1081
 LH1081.The orthometric height was scaled from a topographic map.
 LH1081
 LH1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1081
 LH1081.The geoid height was determined by GEOID03.
 LH1081
 LH1081;                    North         East     Units Scale Factor Converg.
 LH1081;SPC NE       -   115,540.580   509,223.924   MT  0.99971898   +0 04 21.1
 LH1081;UTM  14      - 4,525,144.033   424,960.816   MT  0.99966930   -0 34 58.1
 LH1081
 LH1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1081!SPC NE       -   0.99988506  x   0.99971898  =   0.99960407
 LH1081!UTM  14      -   0.99988506  x   0.99966930  =   0.99955440
 LH1081
 LH1081|---------------------------------------------------------------------|
 LH1081| PID    Reference Object                     Distance      Geod. Az  |
 LH1081|                                                           dddmmss.s |
 LH1081| LH0855 PERRY RM 1                           31.865 METERS 08022     |
 LH1081| LH1044 SALT LAKE CITY OMAHA AWY BN 68      APPROX.13.5 KM 1175021.2 |
 LH1081| LH1046 LEXINGTON FIRST NAT BANK SPIRE      APPROX.16.4 KM 1300320.0 |
 LH1081| LH1045 LEXINGTON FLOUR MILL ELEV STK       APPROX.16.8 KM 1302814.8 |
 LH1081| LH1047 LEXINGTON MUNICIPAL STANDPIPE       APPROX.16.3 KM 1310159.1 |
 LH1081| LH0854 PERRY AZ MK                                        1392852.0 |
 LH1081| LH1071 GOLD                                APPROX.15.6 KM 1931416.0 |
 LH1081| LH1080 COZAD DENVER ALFALFA MILL STK       APPROX. 8.4 KM 2554553.0 |
 LH1081| LH1084 COZAD MUNICIPAL TANK                APPROX. 8.4 KM 2580526.8 |
 LH1081| LH1087 SALT LAKE CITY OMAHA AWY BN 67      APPROX. 4.1 KM 2755553.3 |
 LH1081| LJ0382 SALT LAKE CITY OMAHA AWY BN 66      APPROX.23.1 KM 2832504.2 |
 LH1081| LH0856 PERRY RM 2                           37.712 METERS 29120     |
 LH1081|---------------------------------------------------------------------|
 LH1081
 LH1081                          SUPERSEDED SURVEY CONTROL
 LH1081
 LH1081  NAD 83(1986)-  40 52 26.15993(N)    099 53 25.96793(W) AD(       ) 1
 LH1081  NAD 27      -  40 52 26.13200(N)    099 53 24.54800(W) AD(       ) 1
 LH1081
 LH1081.Superseded values are not recommended for survey control.
 LH1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1081.See file dsdata.txt to determine how the superseded data were derived.
 LH1081
 LH1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2496125144(NAD 83)
 LH1081_MARKER: DS = TRIANGULATION STATION DISK
 LH1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1081
 LH1081  HISTORY     - Date     Condition        Report By
 LH1081  HISTORY     - 1934     MONUMENTED       CGS
 LH1081  HISTORY     - 1951     GOOD             CGS
 LH1081
 LH1081                          STATION DESCRIPTION
 LH1081
 LH1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1081'STATION IS IN THE SOUTHEAST QUARTER OF SEC. 36, T. 11 N., R. 23 W.,
 LH1081'5 MILES EAST AND 1 MILE NORTH OF COZAD, AND 7-1/2 MILES WEST
 LH1081'AND 6-1/2 MILES NORTH OF LEXINGTON, ON LAND OWNED BY MR. T.J.
 LH1081'BROWNFIELD.  STATION IS 15 FEET SOUTH AND 5 FEET EAST OF THE
 LH1081'SOUTHEAST CORNER OF THE HOUSE OF E.B. PERRY, TENANT, AND 50 FEET
 LH1081'NORTH OF SECTION LINE ROAD.  MARK PROJECTS 6 INCHES ABOVE
 LH1081'GROUND.
 LH1081'
 LH1081'STATION IS REACHED FROM RAILROAD STATION IN LEXINGTON BY GOING
 LH1081'WEST ON U.S. HIGHWAY 30 FOR 8.0 MILES.  THEN TURN RIGHT OFF U.S.
 LH1081'HIGHWAY 30 JUST BEFORE COMING TO THE DARR ELEVATOR AND FOLLOW
 LH1081'GRAVEL ROAD NORTH FOR 3.8 MILES TO CROSS ROAD.  TURN LEFT AND GO
 LH1081'0.45 MILE WEST OT WHITE HOUSE AND STATION ON THE RIGHT.
 LH1081'
 LH1081'REFERENCE MARK NO. 1 IS 75 FEET NORTH OF ROAD, IN BARN LOT FENCE
 LH1081'WHICH IS 70 FEET EAST OF LANE LEADING TO THE HOUSE, AND PROJECTS 6
 LH1081'INCHES ABOVE GROUND.
 LH1081'
 LH1081'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF STATION, 105 FEET NORTH
 LH1081'OF ROAD, ON EAST EDGE OF GROVE OF TREES, AND PROJECTS 6 INCHES
 LH1081'ABOVE GROUND.
 LH1081'
 LH1081'AZIMUTH MARK IS 0.6 MILE SOUTHEAST OF STATION, 35 FEET EAST OF
 LH1081'CENTERLINE OF ROAD, IN THE FENCE LINE, 20 FEET SOUTH OF ONE-STORY
 LH1081'FRAME HOUSE.  TO REACH FROM STATION, GO 0.45 MILE EAST TO CROSS
 LH1081'ROAD.  THEN TURN RIGHT AND GO 0.4 MILE SOUTH TO MARK ON LEFT,
 LH1081'WHICH PROJECTS 6 INCHES ABOVE GROUND.
 LH1081'
 LH1081'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LH1081
 LH1081                          STATION RECOVERY (1951)
 LH1081
 LH1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1081'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 LH1081'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LH1081'STATION AND ALL MARKS WERE REMOVED BY THE REQUEST OF THE LAND
 LH1081'OWNER.  THE SUBSURFACE MARK REMAINS INTACT.  A TRAVERSE CONNECTION
 LH1081'WAS MADE BETWEEN PERRY 2 1951 AND PERRY 1934.
 LH1081'
 LH1081'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1081'
 LH1081'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHWEST OF LEXINGTON AND
 LH1081'JUST SOUTH-SOUTHEAST OF A FARM HOUSE.  IT IS 49.0 FEET NORTH OF
 LH1081'THE CENTER OF AN EAST-WEST GRAVELED ROAD, 26.0 FEET NORTHWEST OF
 LH1081'A POWERLINE POLE AND 19.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 LH1081'CORNER OF A FARM HOUSE.  THE SUBSURFACE MARK IS STAMPED PERRY
 LH1081'1934.
 LH1081'
 LH1081'THE TRAVESE DISTANCE BETWEEN PERRY 2 1951 AND PERRY 1934 IS 65.45
 LH1081'FEET (19.949 METERS).  THE DIRECTION IS WEST FROM PERRY 2 1951.
 LH1081'
 LH1081'TO REACH THE STATION FROM THE DEPOT IN LEXINGTON, GO WEST-NORTHWEST
 LH1081'ON U.S. HIGHWAY 30 FOR 7.75 MILES TO A CROSSROAD, JUST BEFORE
 LH1081'REACHING THE LARR ELEVATOR.  TURN RIGHT AT THE CROSSROAD AND GO
 LH1081'NORTH ON A GRAVELED ROAD FOR 3.7 MILES TO A CROSSROAD.  TURN
 LH1081'LEFT, WEST, ON A GRAVELED ROAD FOR 0.45 MILE TO A FARM HOUSE ON
 LH1081'THE RIGHT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0461 ***********************************************************************
 LJ0461  DESIGNATION -  PERRY
 LJ0461  PID         -  LJ0461
 LJ0461  STATE/COUNTY-  NE/RED WILLOW
 LJ0461  USGS QUAD   -  MC COOK WEST (1983)
 LJ0461
 LJ0461                         *CURRENT SURVEY CONTROL
 LJ0461  ___________________________________________________________________
 LJ0461* NAD 83(1995)-  40 14 05.59355(N)    100 43 21.40385(W)     ADJUSTED  
 LJ0461* NAVD 88     -       769.     (meters)    2523.     (feet)  SCALED    
 LJ0461  ___________________________________________________________________
 LJ0461  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 LJ0461  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 LJ0461
 LJ0461  HORZ ORDER  -  THIRD
 LJ0461
 LJ0461.The horizontal coordinates were established by classical geodetic methods
 LJ0461.and adjusted by the National Geodetic Survey in August 1997..
 LJ0461
 LJ0461.The orthometric height was scaled from a topographic map.
 LJ0461
 LJ0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0461
 LJ0461.The geoid height was determined by GEOID03.
 LJ0461
 LJ0461;                    North         East     Units Scale Factor Converg.
 LJ0461;SPC NE       -    44,843.005   438,512.047   MT  0.99990207   -0 28 43.9
 LJ0461;UTM  14      - 4,455,251.047   353,459.700   MT  0.99986435   -1 06 46.3
 LJ0461
 LJ0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0461!SPC NE       -   0.99988306  x   0.99990207  =   0.99978514
 LJ0461!UTM  14      -   0.99988306  x   0.99986435  =   0.99974743
 LJ0461
 LJ0461|---------------------------------------------------------------------|
 LJ0461| PID    Reference Object                     Distance      Geod. Az  |
 LJ0461|                                                           dddmmss.s |
 LJ0461| LJ0460 6 S RM                               58.482 METERS 01955     |
 LJ0461| LJ0459 S 16 RM                              40.128 METERS 03048     |
 LJ0461| CN9444 PERRY RM 1                           19.739 METERS 09749     |
 LJ0461| CN9443 PERRY AZ MK                                        1042750.5 |
 LJ0461| LJ0458 MC COOK STATE POLICE RAD MAST       APPROX. 5.9 KM 1142453.3 |
 LJ0461|---------------------------------------------------------------------|
 LJ0461
 LJ0461                          SUPERSEDED SURVEY CONTROL
 LJ0461
 LJ0461  NAD 83(1986)-  40 14 05.59767(N)    100 43 21.40964(W) AD(       ) 3
 LJ0461  NAD 27      -  40 14 05.59421(N)    100 43 19.84821(W) AD(       ) 3
 LJ0461
 LJ0461.Superseded values are not recommended for survey control.
 LJ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0461.See file dsdata.txt to determine how the superseded data were derived.
 LJ0461
 LJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5346055251(NAD 83)
 LJ0461_MARKER: DS = TRIANGULATION STATION DISK
 LJ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0461+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 LJ0461
 LJ0461  HISTORY     - Date     Condition        Report By
 LJ0461  HISTORY     - 1951     MONUMENTED       CGS
 LJ0461  HISTORY     - 20030602 GOOD             NEDR
 LJ0461
 LJ0461                          STATION DESCRIPTION
 LJ0461
 LJ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0461'THE STATION IS LOCATED ABOUT 6 MILES EAST OF CULBERTSON, 5.5
 LJ0461'MILES WEST-NORTHWEST OF MC COOK AND 1.7 MILES NORTH OF THE
 LJ0461'PERRY ELEVATORS.  IT IS 35 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LJ0461'GRAVELED ROAD, 4 FEET NORTH OF A WITNESS POST AND 2 FEET EAST
 LJ0461'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED PERRY 1951 AND
 LJ0461'PROJECTS 8 INCHES.
 LJ0461'
 LJ0461'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LJ0461'GRAVELED ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT
 LJ0461'IS STAMPED PERRY NO 1 1951 AND PROJECTS 1 INCH.
 LJ0461'
 LJ0461'REFERENCE MARK NO. 2 IS 29 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LJ0461'GRAVELED ROAD, 11 FEET NORTH OF THE NORTH END OF A WIRE GATE
 LJ0461'AND 0.4 FOOT WEST-SOUTHWEST OF A ROUND WITNESS POST.
 LJ0461'
 LJ0461'A U.S. CADASTRAL SURVEY MARK WAS USED FOR REFERENCE MARK NUMBER
 LJ0461'2.  IT IS A STANDARD U.S. CADASTRAL SURVEY MARK RIVETED ON THE
 LJ0461'TOP OF A 3 INCH IRON PIPE.  IT IS STAMPED 6 S R.M. 41.5 FT.
 LJ0461'AND PROJECTS 6 INCHES.
 LJ0461'
 LJ0461'REFERENCE MARK NO. 3 IS 37 FEET SOUTH OF A POWER LINE POLE, 31
 LJ0461'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND
 LJ0461'1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 LJ0461'
 LJ0461'A U.S. CADASTRAL SURVEY MARK WAS USED FOR REFERENCE MARK NUMBER
 LJ0461'3.  IT IS A STANDARD U.S. CADASTRAL SURVEY MARK RIVETED ON THE
 LJ0461'TOP OF A 3 INCH IRON PIPE.  IT IS STAMPED S 16 R.M. 49.5 FT.
 LJ0461'AND PROJECTS 6 INCHES.
 LJ0461'
 LJ0461'THE DISTANCE BETWEEN REFENCE MARK NO. 1 AND REFERENCE MARK NO.
 LJ0461'2 (6 S R.M. (USCS)) IS 122.1 FEET AND THE DISTANCE BETWEEN
 LJ0461'REFERENCE MARK NO. 2 (6 S R.M. (USCS)) AND REFERENCE MARK NO. 3
 LJ0461'(S 16 R.M. (USCS)) IS 67.3 FEET.
 LJ0461'
 LJ0461'THE AZIMUTH MARK IS LOCATED 34 FEET EAST OF THE CENTER OF A
 LJ0461'NORTH-SOUTH GRAVELED ROAD, 3 FEET SOUTH OF A POWER LINE POLE
 LJ0461'AND 1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LJ0461'PERRY 1951 AND PROJECTS 2 INCHES.
 LJ0461'
 LJ0461'TO REACH THE STATION FROM THE POST OFFICE IN MC COOK, GO SOUTH
 LJ0461'ON A PAVED STREET FOR 0.15 MILE TO U.S. HIGHWAYS 6, 34 AND 83.
 LJ0461'TURN RIGHT AND GO WEST ON THE HIGHWAYS FOR 0.8 MILE TO THE
 LJ0461'POINT WHERE U.S. HIGHWAY 83 TURNS NORTH, CONTINUE WESTERLY
 LJ0461'ON U.S. HIGHWAYS 6 AND 34 FOR 4.5 MILES TO A CROSSROAD JUST
 LJ0461'EAST OF THE PERRY ELEVATORS.  TURN RIGHT AND GO NORTH ON A
 LJ0461'GRAVELED ROAD FOR 1.7 MILES TO THE STATION ON THE LEFT AS
 LJ0461'DESCRIBED.
 LJ0461'
 LJ0461'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 LJ0461'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT
 LJ0461'AS DESCRIBED.
 LJ0461
 LJ0461                          STATION RECOVERY (2003)
 LJ0461
 LJ0461'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003 (KAK)
 LJ0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1079 ***********************************************************************
 LH1079  DESIGNATION -  PERRY 2
 LH1079  PID         -  LH1079
 LH1079  STATE/COUNTY-  NE/DAWSON
 LH1079  USGS QUAD   -  COZAD (1971)
 LH1079
 LH1079                         *CURRENT SURVEY CONTROL
 LH1079  ___________________________________________________________________
 LH1079* NAD 83(1995)-  40 52 26.25718(N)    099 53 25.12215(W)     ADJUSTED  
 LH1079* NAVD 88     -       756.     (meters)    2480.     (feet)  SCALED    
 LH1079  ___________________________________________________________________
 LH1079  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LH1079  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 LH1079
 LH1079  HORZ ORDER  -  SECOND
 LH1079
 LH1079.The horizontal coordinates were established by classical geodetic methods
 LH1079.and adjusted by the National Geodetic Survey in August 1997..
 LH1079
 LH1079.The orthometric height was scaled from a topographic map.
 LH1079
 LH1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1079
 LH1079.The geoid height was determined by GEOID03.
 LH1079
 LH1079;                    North         East     Units Scale Factor Converg.
 LH1079;SPC NE       -   115,543.825   509,243.601   MT  0.99971897   +0 04 21.7
 LH1079;UTM  14      - 4,525,147.054   424,980.528   MT  0.99966927   -0 34 57.5
 LH1079
 LH1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1079!SPC NE       -   0.99988506  x   0.99971897  =   0.99960406
 LH1079!UTM  14      -   0.99988506  x   0.99966927  =   0.99955437
 LH1079
 LH1079|---------------------------------------------------------------------|
 LH1079| PID    Reference Object                     Distance      Geod. Az  |
 LH1079|                                                           dddmmss.s |
 LH1079| CN9446 PERRY 2 RM 3                         23.695 METERS 04757     |
 LH1079| CN9445 PERRY 2 AZ MK                                      1411322.5 |
 LH1079| CN9447 PERRY 2 RM 4                         36.641 METERS 14735     |
 LH1079|---------------------------------------------------------------------|
 LH1079
 LH1079                          SUPERSEDED SURVEY CONTROL
 LH1079
 LH1079  NAD 83(1986)-  40 52 26.26437(N)    099 53 25.12709(W) AD(       ) 2
 LH1079  NAD 27      -  40 52 26.23600(N)    099 53 23.70800(W) AD(       ) 2
 LH1079
 LH1079.Superseded values are not recommended for survey control.
 LH1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1079.See file dsdata.txt to determine how the superseded data were derived.
 LH1079
 LH1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2498125147(NAD 83)
 LH1079_MARKER: DS = TRIANGULATION STATION DISK
 LH1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1079
 LH1079  HISTORY     - Date     Condition        Report By
 LH1079  HISTORY     - 1951     MONUMENTED       CGS
 LH1079
 LH1079                          STATION DESCRIPTION
 LH1079
 LH1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1079'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHWEST OF LEXINGTON AND
 LH1079'IN A FARM YARD.  IT IS 71.0 FEET EAST OF THE SOUTHEAST CORNER
 LH1079'OF A HOUSE, 60.0 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LH1079'GRAVELED ROAD, 47.0 FEET NORTHEAST OF A POWERLINE POLE AND 25.0
 LH1079'FEET EAST OF THE CENTER OF A NORTH-SOUTH FARM LANE.  IT IS SET
 LH1079'12 INCHES UNDERGROUND AND IS STAMPED PERRY 2 1951.
 LH1079'
 LH1079'REFERENCE MARK NO. 3 IS 115.0 FEET NORTH OF THE CENTER OF AN
 LH1079'EAST-WEST GRAVELED ROAD, 18.0 FEET EAST OF THE SOUTHWEST CORNER
 LH1079'BOARD FENCE AND 1.0 FOOT SOUTH OF A BOARD FENCE.  IT IS SET FLUSH
 LH1079'AND STAMPED PERRY 2 NO 3 1951.
 LH1079'
 LH1079'REFERENCE MARK NO. 4 IS 38.0 FEET SOUTH OF THE CENTER OF AN
 LH1079'EAST-WEST GRAVELED ROAD AND SET IN AN EAST-WEST FENCE LINE.  IT
 LH1079'PROJECTS 2 INCHES AND IS STAMPED PERRY 2 NO 4 1951.
 LH1079'
 LH1079'THE DISTANCE BETWEEN REFERENCE MARKS IS 153.6 FEET.
 LH1079'
 LH1079'THE AZIMUTH MARK IS ACROSS THE ROAD WEST OF A FARM HOUSE.  IT
 LH1079'IS 30.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD,
 LH1079'4.0 FEET SOUTH OF A TELEPHONE POLE AND 2.0 FEET SOUTH OF A
 LH1079'WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED PERRY 2 1951.
 LH1079'
 LH1079'TO REACH THE STATION FROM THE DEPOT IN LEXINGTON, GO WEST-NORTHWEST
 LH1079'ON U.S. HIGHWAY 30 FOR 7.75 MILES TO A CROSSROAD, JUST BEFORE
 LH1079'REACHING THE DARR ELEVATOR.  TURN RIGHT AT THE CROSSROAD AND GO
 LH1079'NORTH ON A GRAVELED ROAD FOR 3.3 MILES TO A FARM HOUSE ON THE
 LH1079'RIGHT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 LH1079'NORTH ON THE GRAVELED ROAD FOR 0.4 MILE TO A CROSSROAD, TURN
 LH1079'LEFT, WEST, ON A GRAVELED ROAD FOR 0.45 MILE TO A FARM HOUSE ON
 LH1079'THE RIGHT AND THE STATION AS DESCRIBED.
 LH1079'
 LH1079'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0854 ***********************************************************************
 LH0854  DESIGNATION -  PERRY AZ MK
 LH0854  PID         -  LH0854
 LH0854  STATE/COUNTY-  NE/DAWSON
 LH0854  USGS QUAD   -  COZAD (1971)
 LH0854
 LH0854                         *CURRENT SURVEY CONTROL
 LH0854  ___________________________________________________________________
 LH0854* NAD 83(1986)-  40 52 02.     (N)    099 52 59.     (W)     SCALED    
 LH0854* NAVD 88     -       756.415  (meters)    2481.67   (feet)  ADJUSTED  
 LH0854  ___________________________________________________________________
 LH0854  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 LH0854  DYNAMIC HT  -         755.974 (meters)    2480.22  (feet)  COMP
 LH0854  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 LH0854
 LH0854  VERT ORDER  -  SECOND    CLASS 0
 LH0854
 LH0854.The horizontal coordinates were scaled from a topographic map and have
 LH0854.an estimated accuracy of +/- 6 seconds.
 LH0854
 LH0854.The orthometric height was determined by differential leveling
 LH0854.and adjusted by the National Geodetic Survey in June 1991..
 LH0854
 LH0854.The geoid height was determined by GEOID03.
 LH0854
 LH0854.The dynamic height is computed by dividing the NAVD 88
 LH0854.geopotential number by the normal gravity value computed on the
 LH0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0854.degrees latitude (g = 980.6199 gals.).
 LH0854
 LH0854.The modeled gravity was interpolated from observed gravity values.
 LH0854
 LH0854;                    North         East    Units  Estimated Accuracy
 LH0854;SPC NE       -   114,800.      509,860.      MT  (+/- 180 meters Scaled)
 LH0854
 LH0854                          SUPERSEDED SURVEY CONTROL
 LH0854
 LH0854  NGVD 29 (??/??/92)  756.117  (m)         2480.69   (f) ADJ UNCH    2 0
 LH0854
 LH0854.Superseded values are not recommended for survey control.
 LH0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0854.See file dsdata.txt to determine how the superseded data were derived.
 LH0854
 LH0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML255243(NAD 83)
 LH0854_MARKER: DB = BENCH MARK DISK
 LH0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0854_STAMPING: PERRY AZI 1934
 LH0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0854+STABILITY: SURFACE MOTION
 LH0854
 LH0854  HISTORY     - Date     Condition        Report By
 LH0854  HISTORY     - 1934     MONUMENTED       CGS
 LH0854  HISTORY     - 1950     GOOD             NGS
 LH0854
 LH0854                          STATION DESCRIPTION
 LH0854
 LH0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LH0854'3.6 MI N FROM DARR.
 LH0854'0.3 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0854'RAILROAD STATION AT DARR, THENCE 3.35 MILES NORTH ALONG A
 LH0854'GRAVELED ROAD, AT THE FARM HOME OF D. SHEETS, 70 FEET SOUTHWEST
 LH0854'OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 35 FEET EAST OF THE
 LH0854'CENTER LINE OF THE ROAD, 12 FEET NORTH OF THE CENTER LINE OF A
 LH0854'PRIVATE DRIVEWAY, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0854'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0855 ***********************************************************************
 LH0855  DESIGNATION -  PERRY RM 1
 LH0855  PID         -  LH0855
 LH0855  STATE/COUNTY-  NE/DAWSON
 LH0855  USGS QUAD   -  COZAD (1971)
 LH0855
 LH0855                         *CURRENT SURVEY CONTROL
 LH0855  ___________________________________________________________________
 LH0855* NAD 83(1986)-  40 52 26.     (N)    099 53 25.     (W)     SCALED    
 LH0855* NAVD 88     -       755.866  (meters)    2479.87   (feet)  ADJUSTED  
 LH0855  ___________________________________________________________________
 LH0855  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 LH0855  DYNAMIC HT  -         755.425 (meters)    2478.42  (feet)  COMP
 LH0855  MODELED GRAV-     980,015.8   (mgal)                       NAVD 88
 LH0855
 LH0855  VERT ORDER  -  SECOND    CLASS 0
 LH0855
 LH0855.The horizontal coordinates were scaled from a topographic map and have
 LH0855.an estimated accuracy of +/- 6 seconds.
 LH0855
 LH0855.The orthometric height was determined by differential leveling
 LH0855.and adjusted by the National Geodetic Survey in June 1991..
 LH0855
 LH0855.The geoid height was determined by GEOID03.
 LH0855
 LH0855.The dynamic height is computed by dividing the NAVD 88
 LH0855.geopotential number by the normal gravity value computed on the
 LH0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0855.degrees latitude (g = 980.6199 gals.).
 LH0855
 LH0855.The modeled gravity was interpolated from observed gravity values.
 LH0855
 LH0855;                    North         East    Units  Estimated Accuracy
 LH0855;SPC NE       -   115,540.      509,250.      MT  (+/- 180 meters Scaled)
 LH0855
 LH0855                          SUPERSEDED SURVEY CONTROL
 LH0855
 LH0855  NGVD 29 (??/??/92)  755.568  (m)         2478.89   (f) ADJ UNCH    2 0
 LH0855
 LH0855.Superseded values are not recommended for survey control.
 LH0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0855.See file dsdata.txt to determine how the superseded data were derived.
 LH0855
 LH0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML249251(NAD 83)
 LH0855_MARKER: DB = BENCH MARK DISK
 LH0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0855_STAMPING: PERRY NO 1 1934
 LH0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0855+STABILITY: SURFACE MOTION
 LH0855
 LH0855  HISTORY     - Date     Condition        Report By
 LH0855  HISTORY     - 1934     MONUMENTED       CGS
 LH0855  HISTORY     - 1950     GOOD             NGS
 LH0855
 LH0855                          STATION DESCRIPTION
 LH0855
 LH0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LH0855'4.4 MI N FROM DARR.
 LH0855'0.3 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0855'RAILROAD STATION AT DARR, THENCE 3.75 MILES NORTH ALONG A
 LH0855'GRAVELED ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, AT
 LH0855'THE FARM HOME OF T.J. BROWNFIELD, 110 FEET EAST OF THE SOUTHEAST
 LH0855'CORNER OF THE HOUSE, 110 FEET SOUTH OF THE SOUTHWEST CORNER OF
 LH0855'A BARN, 68 FEET NORTH OF THE CENTER LINE OF THE ROAD, 63 FEET
 LH0855'EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1 FOOT NORTH OF
 LH0855'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0855'1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0856 ***********************************************************************
 LH0856  DESIGNATION -  PERRY RM 2
 LH0856  PID         -  LH0856
 LH0856  STATE/COUNTY-  NE/DAWSON
 LH0856  USGS QUAD   -  COZAD (1971)
 LH0856
 LH0856                         *CURRENT SURVEY CONTROL
 LH0856  ___________________________________________________________________
 LH0856* NAD 83(1986)-  40 52 26.     (N)    099 53 25.     (W)     SCALED    
 LH0856* NAVD 88     -       756.352  (meters)    2481.46   (feet)  ADJUSTED  
 LH0856  ___________________________________________________________________
 LH0856  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 LH0856  DYNAMIC HT  -         755.910 (meters)    2480.01  (feet)  COMP
 LH0856  MODELED GRAV-     980,015.8   (mgal)                       NAVD 88
 LH0856
 LH0856  VERT ORDER  -  SECOND    CLASS 0
 LH0856
 LH0856.The horizontal coordinates were scaled from a topographic map and have
 LH0856.an estimated accuracy of +/- 6 seconds.
 LH0856
 LH0856.The orthometric height was determined by differential leveling
 LH0856.and adjusted by the National Geodetic Survey in June 1991..
 LH0856
 LH0856.The geoid height was determined by GEOID03.
 LH0856
 LH0856.The dynamic height is computed by dividing the NAVD 88
 LH0856.geopotential number by the normal gravity value computed on the
 LH0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0856.degrees latitude (g = 980.6199 gals.).
 LH0856
 LH0856.The modeled gravity was interpolated from observed gravity values.
 LH0856
 LH0856;                    North         East    Units  Estimated Accuracy
 LH0856;SPC NE       -   115,540.      509,250.      MT  (+/- 180 meters Scaled)
 LH0856
 LH0856                          SUPERSEDED SURVEY CONTROL
 LH0856
 LH0856  NGVD 29 (??/??/92)  756.054  (m)         2480.49   (f) ADJ UNCH    2 0
 LH0856
 LH0856.Superseded values are not recommended for survey control.
 LH0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0856.See file dsdata.txt to determine how the superseded data were derived.
 LH0856
 LH0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML249251(NAD 83)
 LH0856_MARKER: DB = BENCH MARK DISK
 LH0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0856_STAMPING: PERRY NO 2 1934
 LH0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0856+STABILITY: SURFACE MOTION
 LH0856
 LH0856  HISTORY     - Date     Condition        Report By
 LH0856  HISTORY     - 1934     MONUMENTED       CGS
 LH0856  HISTORY     - 1950     GOOD             NGS
 LH0856
 LH0856                          STATION DESCRIPTION
 LH0856
 LH0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LH0856'4.4 MI N FROM DARR.
 LH0856'0.3 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0856'RAILROAD STATION AT DARR, THENCE 3.75 MILES NORTH ALONG A
 LH0856'GRAVELED ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, AT
 LH0856'THE FARM HOME OF T.J. BROWNFIELD, 76 FEET SOUTHWEST OF THE
 LH0856'NORTHWEST CORNER OF THE FARMHOUSE, 85 FEET NORTHWEST OF THE
 LH0856'SOUTHWEST CORNER OF THE FARMHOUSE, 97 FEET NORTH OF THE CENTER
 LH0856'LINE OF THE ROAD, 36 FEET EAST OF A NORTH AND SOUTH FENCE, 61
 LH0856'FEET NORTH OF AN EAST AND WEST FENCE, SET IN THE TOP OF A
 LH0856'CONCRETE POST WHICH PROJETS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1365 ***********************************************************************
 LF1365  DESIGNATION -  PERU
 LF1365  PID         -  LF1365
 LF1365  STATE/COUNTY-  NE/NEMAHA
 LF1365  USGS QUAD   -  PERU (1966)
 LF1365
 LF1365                         *CURRENT SURVEY CONTROL
 LF1365  ___________________________________________________________________
 LF1365* NAD 83(1995)-  40 28 13.17632(N)    095 42 10.49304(W)     ADJUSTED  
 LF1365* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 LF1365  ___________________________________________________________________
 LF1365  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 LF1365  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LF1365
 LF1365  HORZ ORDER  -  SECOND
 LF1365
 LF1365.The horizontal coordinates were established by classical geodetic methods
 LF1365.and adjusted by the National Geodetic Survey in August 1997..
 LF1365
 LF1365.The orthometric height was scaled from a topographic map.
 LF1365
 LF1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1365
 LF1365.The geoid height was determined by GEOID03.
 LF1365
 LF1365;                    North         East     Units Scale Factor Converg.
 LF1365;SPC NE       -    79,778.360   864,199.322   MT  0.99982041   +2 50 51.6
 LF1365;SPC IA S     -    54,595.094   313,196.137   MT  1.00002905   -1 27 03.8
 LF1365;SPC MO W     -   478,384.600   747,991.498   MT  1.00006922   -0 46 51.0
 LF1365;UTM  15      - 4,483,470.488   270,857.181   MT  1.00024636   -1 45 18.4
 LF1365
 LF1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1365!SPC NE       -   0.99994806  x   0.99982041  =   0.99976848
 LF1365!SPC IA S     -   0.99994806  x   1.00002905  =   0.99997711
 LF1365!SPC MO W     -   0.99994806  x   1.00006922  =   1.00001728
 LF1365!UTM  15      -   0.99994806  x   1.00024636  =   1.00019441
 LF1365
 LF1365|---------------------------------------------------------------------|
 LF1365| PID    Reference Object                     Distance      Geod. Az  |
 LF1365|                                                           dddmmss.s |
 LF1365| CL8115 PERU RM 1                            10.570 METERS 07847     |
 LF1365| CL8116 PERU RM 2                            16.198 METERS 19712     |
 LF1365| CL8114 PERU AZ MK                                         2524934.5 |
 LF1365| LF1367 PERU MUNICIPAL TANK                 APPROX. 2.7 KM 2804525.2 |
 LF1365| LF1409 BARNEY                              APPROX. 7.2 KM 3221056.0 |
 LF1365|---------------------------------------------------------------------|
 LF1365
 LF1365                          SUPERSEDED SURVEY CONTROL
 LF1365
 LF1365  NAD 83(1986)-  40 28 13.18271(N)    095 42 10.48831(W) AD(       ) 2
 LF1365  NAD 27      -  40 28 13.17600(N)    095 42 09.51200(W) AD(       ) 2
 LF1365
 LF1365.Superseded values are not recommended for survey control.
 LF1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1365.See file dsdata.txt to determine how the superseded data were derived.
 LF1365
 LF1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7085783470(NAD 83)
 LF1365_MARKER: DD = SURVEY DISK
 LF1365_SETTING: 0 = UNSPECIFIED SETTING
 LF1365
 LF1365  HISTORY     - Date     Condition        Report By
 LF1365  HISTORY     - 1947     MONUMENTED       MORC
 LF1365
 LF1365                          STATION DESCRIPTION
 LF1365
 LF1365'DESCRIBED BY MISSOURI RIVER COMMISSION 1947 (GLS)
 LF1365'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST AND 3/4 MILE SOUTH
 LF1365'OF PERU ON HIGH POINT IN PEACH ORCHARD.  IT IS 4.1 FEET SOUTHEAST
 LF1365'OF A WHITE WITNESS POST.  THE MARK IS A STANDARD USC AND GS
 LF1365'DISK SET IN CONCRETE IN THE TOP OF A 5 INCH STEEL PIPE.  THE
 LF1365'PIPE PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED PERU MORC
 LF1365'1947.
 LF1365'
 LF1365'REFERENCE MARK NO. 1 IS 34.68 FEET EAST-NORTHEAST OF THE STATION.
 LF1365'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PERU
 LF1365'MORC NO 1 1947.
 LF1365'
 LF1365'REFERENCE MARK NO. 2 IS 53.15 FEET SOUTH-SOUTHWEST OF THE
 LF1365'STATION.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LF1365'STAMPED PERU MORC NO 2 1947.
 LF1365'
 LF1365'THE AZIMUTH MARK IS ABOUT 0.15 MILE WEST-SOUTHWEST OF THE
 LF1365'STATION, 13 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT
 LF1365'ROAD AND 12 FEET SOUTH OF THE SOUTH ROW OF ORCHARD TREES.  THE
 LF1365'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED PERU MORC
 LF1365'1947.
 LF1365'
 LF1365'TO REACH THE STATION FROM THE POST OFFICE IN PERU GO SOUTH ON
 LF1365'MAIN STREET FOR 2 BLOCKS, THEN LEFT AND GO EAST ON GRAVELED
 LF1365'ROAD FOR 0.15 MILE TO CROSSROAD.  TURN RIGHT WITH MAIN ROAD AND
 LF1365'FOLLOW SOUTHEASTERLY FOR 1.45 MILE TO T ROAD LEFT.  TURN LEFT
 LF1365'AND GO 0.5 MILE TO T INTERSECTION, HERE TURN LEFT AND GO 0.3
 LF1365'MILE TO AZIMUTH ON LEFT AS DESCRIBED.  TO REACH STATION CONTINUE
 LF1365'ON ROAD FOR 0.05 MILE TO A SMALL BUILDING ON LEFT.  FROM THIS
 LF1365'POINT STATION IS ABOUT 0.1 MILE NORTHEAST ON HIGH POINT IN
 LF1365'ORCHARD AND CAN BE REACHED BY DRIVING UP HILL THROUGH ROWS OF
 LF1365'TREES.
 LF1365'
 LF1365'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1367 ***********************************************************************
 LF1367  DESIGNATION -  PERU MUNICIPAL TANK
 LF1367  PID         -  LF1367
 LF1367  STATE/COUNTY-  NE/NEMAHA
 LF1367  USGS QUAD   -  PERU (1966)
 LF1367
 LF1367                         *CURRENT SURVEY CONTROL
 LF1367  ___________________________________________________________________
 LF1367* NAD 83(1995)-  40 28 29.65728(N)    095 44 04.19809(W)     ADJUSTED  
 LF1367* NAVD 88     -                                                        
 LF1367  ___________________________________________________________________
 LF1367  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 LF1367  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LF1367
 LF1367  HORZ ORDER  -  THIRD
 LF1367
 LF1367.The horizontal coordinates were established by classical geodetic methods
 LF1367.and adjusted by the National Geodetic Survey in August 1997..
 LF1367
 LF1367
 LF1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1367
 LF1367.The geoid height was determined by GEOID03.
 LF1367
 LF1367;                    North         East     Units Scale Factor Converg.
 LF1367;SPC NE       -    80,153.454   861,499.473   MT  0.99981898   +2 49 36.2
 LF1367;UTM  15      - 4,484,061.278   268,194.983   MT  1.00026147   -1 46 32.9
 LF1367
 LF1367                          SUPERSEDED SURVEY CONTROL
 LF1367
 LF1367  NAD 83(1986)-  40 28 29.66370(N)    095 44 04.19320(W) AD(       ) 4
 LF1367  NAD 27      -  40 28 29.65400(N)    095 44 03.20900(W) AD(       ) 3
 LF1367
 LF1367.Superseded values are not recommended for survey control.
 LF1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1367.See file dsdata.txt to determine how the superseded data were derived.
 LF1367
 LF1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6819584061(NAD 83)
 LF1367_MARKER: 53 = ELEVATED TANK
 LF1367
 LF1367  HISTORY     - Date     Condition        Report By
 LF1367  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1367  HISTORY     - 1947     GOOD             CGS
 LF1367
 LF1367                          STATION DESCRIPTION
 LF1367
 LF1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1367'THE STATION IS LOCATED IN THE VILLAGE OF PERU, ON THE CAMPUS OF
 LF1367'THE NEBRASKA STATE TEACHERS COLLEGE.  IT IS 31 FEET SQUARE
 LF1367'AT THE BASE AND APPROXIMATELY 125 FEET HIGH.  IT IS PAINTED
 LF1367'SILVER WITH BLACK LEGS.
 LF1367'
 LF1367'TO REACH THE STATION FROM THE POST OFFICE IN PERU, GO EAST 0.5
 LF1367'MILE TO STREET TO THE RIGHT OR SOUTH, TURN RIGHT AND GO FOR 0.2
 LF1367'MILE BACK OF SCHOOL BUILDING, TURN LEFT OR EAST AND GO FOR 0.05
 LF1367'MILE TO STATION ON RIGHT AS DESCRIBED.
 LF1367'
 LF1367'THE POINT INTERSECTED WAS A ROUND BALL ON TOP.
 LF1367'
 LF1367'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1934.
 LF1367'
 LF1367'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2088 ***********************************************************************
 MK2088  DESIGNATION -  PESEK ET
 MK2088  PID         -  MK2088
 MK2088  STATE/COUNTY-  NE/SAUNDERS
 MK2088  USGS QUAD   -  VALPARAISO (1969)
 MK2088
 MK2088                         *CURRENT SURVEY CONTROL
 MK2088  ___________________________________________________________________
 MK2088* NAD 83(1995)-  41 07 06.76262(N)    096 46 42.24047(W)     ADJUSTED  
 MK2088* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 MK2088  ___________________________________________________________________
 MK2088  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 MK2088  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 MK2088
 MK2088  HORZ ORDER  -  SECOND
 MK2088
 MK2088.The horizontal coordinates were established by classical geodetic methods
 MK2088.and adjusted by the National Geodetic Survey in August 1997..
 MK2088
 MK2088.The orthometric height was scaled from a topographic map.
 MK2088
 MK2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2088
 MK2088.The geoid height was determined by GEOID03.
 MK2088
 MK2088;                    North         East     Units Scale Factor Converg.
 MK2088;SPC NE       -   147,730.518   770,414.871   MT  0.99968131   +2 08 05.8
 MK2088;UTM  14      - 4,554,295.371   686,511.196   MT  1.00002815   +1 27 41.0
 MK2088
 MK2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2088!SPC NE       -   0.99993658  x   0.99968131  =   0.99961791
 MK2088!UTM  14      -   0.99993658  x   1.00002815  =   0.99996473
 MK2088
 MK2088|---------------------------------------------------------------------|
 MK2088| PID    Reference Object                     Distance      Geod. Az  |
 MK2088|                                                           dddmmss.s |
 MK2088| CL8117 PESEK RM 1                           13.970 METERS 08908     |
 MK2088| MK2075 CERESCO MUNICIPAL TANK              APPROX.12.7 KM 1194232.4 |
 MK2088| CL8118 PESEK RM 2                           23.326 METERS 31616     |
 MK2088|---------------------------------------------------------------------|
 MK2088
 MK2088                          SUPERSEDED SURVEY CONTROL
 MK2088
 MK2088  NAD 83(1986)-  41 07 06.77294(N)    096 46 42.24267(W) AD(       ) 2
 MK2088  NAD 27      -  41 07 06.75079(N)    096 46 41.14626(W) AD(       ) 2
 MK2088
 MK2088.Superseded values are not recommended for survey control.
 MK2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2088.See file dsdata.txt to determine how the superseded data were derived.
 MK2088
 MK2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8651154295(NAD 83)
 MK2088_MARKER: DD = SURVEY DISK
 MK2088_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MK2088_STAMPING: ET PESEK 1967
 MK2088_MARK LOGO: USGS  
 MK2088_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2088+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1997
 MK2088
 MK2088  HISTORY     - Date     Condition        Report By
 MK2088  HISTORY     - 1967     MONUMENTED       USGS
 MK2088  HISTORY     - 19970721 POOR             NGS
 MK2088
 MK2088                          STATION DESCRIPTION
 MK2088
 MK2088'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2088'THE STATION IS LOCATED ABOUT 2.5 MI N. AND 3.0 MI E. OF VALPARISO,
 MK2088'T. 13 N., R. 6 E., NEAR THE COR. OF SECS. 5, 6, 7 AND 8, 38 FT N.,
 MK2088'31 FT E. OF CENTER OF RD. AT FIELD ENTRANCE N., 3 FT N. OF
 MK2088'FENCE AND STANDARD USGS WITNESS POST.
 MK2088'
 MK2088'TO REACH THE STATION FROM THE RR. STATION IN VALPARISO, GO N.
 MK2088'ON HWY. 79 FOR 0.2 MI TO CROSSROADS, TURN RIGHT (E.) AND GO 3.1
 MK2088'MI TO T-RD. W., TURN LEFT (N.) AND GO 2.5 MI TO CROSSROADS,
 MK2088'TURN LEFT (W.) AND GO 0.3 MI TO TOP OF HILL AND STATION ON RIGHT
 MK2088'(N.) SIDE OF RD.
 MK2088'
 MK2088'ALL MARKS ARE FLUSH WITH GROUND.  STANDARD TABLET CRIMPED ON 0.5 IN.
 MK2088'COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN.
 MK2088'LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2088'
 MK2088'THE STATION MARK IS STAMPED ET PESEK 1967.
 MK2088'
 MK2088'REFERENCE MARK 1 IS E. OF THE STATION, 38 FT N., 76 FT E. OF
 MK2088'CENTER OF RD. AT FIELD ENTRANCE N., 2 FT N. OF FENCE,.  STAMPED
 MK2088'PESEK NO 1 1967
 MK2088'
 MK2088'REFERENCE MARK 2 IS NW. OF THE STATION, 91 FT N., 22 FT W. OF
 MK2088'CENTER OF FIELD ENTRANCE N., 6 FT E. OF E. SIDE OF CORN BIN.
 MK2088'STAMPED PESEK NO 2 1967.
 MK2088'
 MK2088'AZIMUTH MARK = TOP CENTER OF W.T. IN CRESCO, APPROX. 7.0 MI SE.
 MK2088
 MK2088                          STATION RECOVERY (1997)
 MK2088
 MK2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 MK2088'THIS MARK WAS RECOVERED BUT THE ROD NOW PROJECTS 0.6 M (2.0 FT) OUT OF
 MK2088'THE GROUND, APPARENTLY DUE TO ROAD GRADING.  IT APPEARS TO BE
 MK2088'UNDISTURBED BUT SHOULD BE USED WITH CAUTION.  IT IS NEAR THE SECTION
 MK2088'CORNER COMMON TO SECTIONS 5,6,7 AND 8 OF T13N, R6W AND IS 9.5 M (31.2
 MK2088'FT) SOUTH FROM THE CENTERLINE OF A GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0664 ***********************************************************************
 NN0664  DESIGNATION -  PETER
 NN0664  PID         -  NN0664
 NN0664  STATE/COUNTY-  NE/HOLT
 NN0664  USGS QUAD   -  O'NEILL (1986)
 NN0664
 NN0664                         *CURRENT SURVEY CONTROL
 NN0664  ___________________________________________________________________
 NN0664* NAD 83(1995)-  42 24 06.06011(N)    098 39 00.87034(W)     ADJUSTED  
 NN0664* NAVD 88     -       607.     (meters)    1991.     (feet)  SCALED    
 NN0664  ___________________________________________________________________
 NN0664  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 NN0664  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 NN0664
 NN0664  HORZ ORDER  -  THIRD
 NN0664
 NN0664.The horizontal coordinates were established by classical geodetic methods
 NN0664.and adjusted by the National Geodetic Survey in August 1997..
 NN0664
 NN0664.The orthometric height was scaled from a topographic map.
 NN0664
 NN0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0664
 NN0664.The geoid height was determined by GEOID03.
 NN0664
 NN0664;                    North         East     Units Scale Factor Converg.
 NN0664;SPC NE       -   286,031.182   611,093.586   MT  0.99978090   +0 53 40.1
 NN0664;UTM  14      - 4,694,435.477   528,783.278   MT  0.99961019   +0 14 09.1
 NN0664
 NN0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0664!SPC NE       -   0.99990858  x   0.99978090  =   0.99968950
 NN0664!UTM  14      -   0.99990858  x   0.99961019  =   0.99951880
 NN0664
 NN0664:                Primary Azimuth Mark                     Grid Az
 NN0664:SPC NE       -  O NEILL MUNICIPAL TANK                   000 58 24.9
 NN0664:UTM  14      -  O NEILL MUNICIPAL TANK                   001 37 55.9
 NN0664
 NN0664|---------------------------------------------------------------------|
 NN0664| PID    Reference Object                     Distance      Geod. Az  |
 NN0664|                                                           dddmmss.s |
 NN0664| NN0669 O NEILL MUNICIPAL TANK              APPROX. 6.7 KM 0015205.0 |
 NN0664| CO3458 PETER RM 1                           23.088 METERS 00632     |
 NN0664| CO3459 PETER RM 2                           32.629 METERS 10508     |
 NN0664| CO3457 PETER AZ MK                                        3505507.8 |
 NN0664|---------------------------------------------------------------------|
 NN0664
 NN0664                          SUPERSEDED SURVEY CONTROL
 NN0664
 NN0664  NAD 83(1986)-  42 24 06.06602(N)    098 39 00.87641(W) AD(       ) 3
 NN0664  NAD 27      -  42 24 06.05600(N)    098 38 59.56400(W) AD(       ) 3
 NN0664
 NN0664.Superseded values are not recommended for survey control.
 NN0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0664.See file dsdata.txt to determine how the superseded data were derived.
 NN0664
 NN0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2878394435(NAD 83)
 NN0664_MARKER: DS = TRIANGULATION STATION DISK
 NN0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0664
 NN0664  HISTORY     - Date     Condition        Report By
 NN0664  HISTORY     - 1949     MONUMENTED       CGS
 NN0664  HISTORY     - 1964     GOOD             CGS
 NN0664
 NN0664                          STATION DESCRIPTION
 NN0664
 NN0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0664'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF ONEILL AND
 NN0664'0.1 MILE EAST OF U.S. HIGHWAY 281 ON LAND OWNED AND OCCUPIED
 NN0664'BY MR. CYRIL PETER.  IT IS 107 FEET WEST OF NORTH-SOUTH FENCE
 NN0664'LINE, 106 FEET EAST OF SOUTHEAST CORNER OF GARAGE, 76 FEET SOUTH
 NN0664'OF EAST-WEST FENCE LINE AND 72 FEET NORTH OF NORTHWEST CORNER
 NN0664'OF IMPLEMENT SHED.  IT IS STAMPED PETER 1949 AND SET FLUSH
 NN0664'WITH THE SURFACE OF THE GROUND.
 NN0664'
 NN0664'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 100 FEET WEST OF
 NN0664'T-FENCE CORNER AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.
 NN0664'IT IS STAMPED PETER NO 1 1949 AND PROJECTS 3 INCHES.
 NN0664'
 NN0664'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF THE STATION, 2 FEET
 NN0664'SOUTH OF SOUTH END OF WIRE GATE AND 1 FOOT WEST OF NORTH-SOUTH
 NN0664'FENCE LINE.  IT IS STAMPED PETER NO 2 1949 AND PROJECTS 3 INCHES.
 NN0664'
 NN0664'THE AZIMUTH MARK IS NORTH OF THE STATION, 39 FEET EAST OF THE
 NN0664'CENTER OF U.S. HIGHWAY 281, 18 FEET SOUTH OF THE CENTER OF
 NN0664'EAST-WEST ROAD, 15 FEET EAST OF FENCE CORNER, 2 FEET WEST OF
 NN0664'WITNESS POST AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS
 NN0664'STAMPED PETER 1949 AND PROJECTS 2 INCHES.
 NN0664'
 NN0664'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20,
 NN0664'275 AND 281 AT THE STOP LIGHT IN ONEILL, GO SOUTH ON U.S.
 NN0664'HIGHWAY 281 FOR 3.6 MILES TO CROSSROADS AND AZIMUTH MARK IN
 NN0664'SOUTHEAST ANGLE AS DESCRIBED, CONTINUE SOUTH ON U.S. HIGHWAY
 NN0664'281 FOR 0.4 MILE TO DRIVEWAY TO LEFT, TURN LEFT INTO DRIVEWAY
 NN0664'AND GO EAST FOR 0.05 MILE TO GARAGE AND IMPLEMENT SHED WITH
 NN0664'STATION IN NORTHEAST CORNER OF FARM YARD AS DESCRIBED.
 NN0664'
 NN0664'AN 87 FOOT SIGNAL AT STATION ONEILL IS VISIBLE AT 10 FEET.
 NN0664'
 NN0664'AN 87 FOOT SIGNAL AT STATION KALINA IS VISIBLE AT 37 FEET.
 NN0664'
 NN0664'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NN0664
 NN0664                          STATION RECOVERY (1964)
 NN0664
 NN0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0664'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NN0664'FOUND IN GOOD CONDITION, EXCEPT THAT THE STATION MARK IS IN THE
 NN0664'MIDDLE OF A GARDEN PLOT.  A STEEL WITNESS POST WITH A SIGN
 NN0664'WAS PLACED ON THE NORTH SIDE OF THE MARK.  THE DESCRIPTION IS
 NN0664'ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0689 ***********************************************************************
 NN0689  DESIGNATION -  PETERSON
 NN0689  PID         -  NN0689
 NN0689  STATE/COUNTY-  NE/HOLT
 NN0689  USGS QUAD   -  EMMET SW (1986)
 NN0689
 NN0689                         *CURRENT SURVEY CONTROL
 NN0689  ___________________________________________________________________
 NN0689* NAD 83(1995)-  42 20 56.24592(N)    098 58 04.79740(W)     ADJUSTED  
 NN0689* NAVD 88     -       713.     (meters)    2339.     (feet)  SCALED    
 NN0689  ___________________________________________________________________
 NN0689  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 NN0689  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 NN0689
 NN0689  HORZ ORDER  -  SECOND
 NN0689
 NN0689.The horizontal coordinates were established by classical geodetic methods
 NN0689.and adjusted by the National Geodetic Survey in August 1997..
 NN0689
 NN0689.The orthometric height was scaled from a topographic map.
 NN0689
 NN0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0689
 NN0689.The geoid height was determined by GEOID03.
 NN0689
 NN0689;                    North         East     Units Scale Factor Converg.
 NN0689;SPC NE       -   279,815.831   585,011.471   MT  0.99976690   +0 41 02.1
 NN0689;UTM  14      - 4,688,522.221   502,635.695   MT  0.99960009   +0 01 17.6
 NN0689
 NN0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0689!SPC NE       -   0.99989188  x   0.99976690  =   0.99965880
 NN0689!UTM  14      -   0.99989188  x   0.99960009  =   0.99949201
 NN0689
 NN0689:                Primary Azimuth Mark                     Grid Az
 NN0689:SPC NE       -  PETERSON AZ MK                           006 58 41.4
 NN0689:UTM  14      -  PETERSON AZ MK                           007 38 25.9
 NN0689
 NN0689|---------------------------------------------------------------------|
 NN0689| PID    Reference Object                     Distance      Geod. Az  |
 NN0689|                                                           dddmmss.s |
 NN0689| CO3463 PETERSON AZ MK                                     0073943.5 |
 NN0689| CO3466 PETERSON 2 AZ MK RESET                             0104956.7 |
 NN0689| NN0687 PETERSON 2                           29.774 METERS 01050     |
 NN0689| CO3464 PETERSON RM 1                                      03036     |
 NN0689| CO3465 PETERSON RM 2                                      28155     |
 NN0689| NN0708 ATKINSON MUNICIPAL TANK             APPROX.20.5 KM 3575211.6 |
 NN0689|---------------------------------------------------------------------|
 NN0689
 NN0689                          SUPERSEDED SURVEY CONTROL
 NN0689
 NN0689  NAD 83(1986)-  42 20 56.25079(N)    098 58 04.80528(W) AD(       ) 2
 NN0689  NAD 27      -  42 20 56.24000(N)    098 58 03.44500(W) AD(       ) 2
 NN0689
 NN0689.Superseded values are not recommended for survey control.
 NN0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0689.See file dsdata.txt to determine how the superseded data were derived.
 NN0689
 NN0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0263688522(NAD 83)
 NN0689_MARKER: DS = TRIANGULATION STATION DISK
 NN0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0689
 NN0689  HISTORY     - Date     Condition        Report By
 NN0689  HISTORY     - 1949     MONUMENTED       CGS
 NN0689  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NN0689
 NN0689                          STATION DESCRIPTION
 NN0689
 NN0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0689'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH AND 3/4 MILES
 NN0689'EAST OF ATKINSON, 7-1/2 MILES NORTH AND 3.0 MILES WEST OF AMELIA
 NN0689'AND ABOUT 0.2 MILES EAST OF STATE ROUTE NO 11, ON THE HIGHEST
 NN0689'POINT OF A PROMINENT SAND HILL AND ON LAND OWNED BY MR. C.W.
 NN0689'PETERSON.  IT IS 13 FEET NORTH OF THE NORTH EDGE OF A SAND BLOW
 NN0689'AND 6 FEET NORTH OF WITNESS POST.  IT IS STAMPED PETERSON 1949
 NN0689'AND SET FLUSH WITH THE GROUND SURFACE.
 NN0689'
 NN0689'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET ON
 NN0689'THE NORTHEAST SLOPE OF THE RIDGE AND ABOUT 5 FEET LOWER IN
 NN0689'ELEVATION THAN STATION MARK.  IT IS STAMPED PETERSON NO 1 1949
 NN0689'AND PROJECTS 2 INCHES.
 NN0689'
 NN0689'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, SET ON
 NN0689'THE WEST SLOPE OF THE RIDGE AND ABOUT 5 FEET LOWER IN ELEVATION
 NN0689'THAN THE STATION MARK.  IT IS STAMPED PETERSON NO 2 1949 AND
 NN0689'PROJECTS 2 INCHES.
 NN0689'
 NN0689'THE AZIMUTH MARK IS ABOUT 1.0 MILE NORTH OF THE STATION, 65 FEET
 NN0689'WEST OF THE CENTER OF STATE ROUTE NO 11, 2 FEET EAST OF
 NN0689'NORTH-SOUTH FENCE LINE AND 2 FEET SOUTH OF WITNESS POST.  IT
 NN0689'IS STAMPED PETERSON 1949 AND PROJECTS 4 INCHES.
 NN0689'
 NN0689'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 20
 NN0689'AND STATE ROUTE NO 11 JUST SOUTH OF THE FORD GARAGE IN
 NN0689'THE SOUTHEAST EDGE OF ATKINSON, GO SOUTH ON STATE ROUTE NO
 NN0689'11 FOR 6.4 MILES TO FORKS, BEAR LEFT AND CONTINUE SOUTH ON STATE
 NN0689'ROUTE NO 11 FOR 5.15 MILES TO THE AZIMUTH MARK ON THE WEST
 NN0689'SIDE AS DESCRIBED, CONTINUE SOUTH ON HIGHWAY FOR 0.35 MILE TO
 NN0689'GATE IN WIRE FENCE LINE ON THE EAST SIDE, PASS THROUGH GATE
 NN0689'AND GO SOUTHEAST ON TRACK ROAD FOR 0.15 MILE TO FORKS, BEAR
 NN0689'RIGHT AND CONTINUE FOR 0.2 MILE, TURN RIGHT OFF TRACK ROAD
 NN0689'AND PICK WAY SOUTH AND SOUTHWEST FOR 0.55 MILE TO HIGHEST
 NN0689'POINT AND STATION AS DESCRIBED.
 NN0689'
 NN0689'A 74 FOOT SIGNAL AT STATION SCHOOL IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 74 FOOT SIGNAL AT STATION BELT IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'AN 87 FOOT SIGNAL AT STATION EMMET IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 47 FOOT SIGNAL AT STATION SCHAFFER IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 74 FOOT SIGNAL AT STATION AMELIA IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 4 FOOT SIGNAL AT STATION SWAN LAKE IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 4 FOOT SIGNAL AT STATION SWAN IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 4 FOOT SIGNAL AT STATION TONAWANDA IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 74 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 4 FOOT SIGNAL AT STATION KRYSL IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'A 74 FOOT SIGNAL AT STATION TINDALL IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'AN 87 FOOT SIGNAL AT STATION ATKINSON IS VISIBLE AT 4 FEET
 NN0689'
 NN0689'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 NN0689
 NN0689                          STATION RECOVERY (1964)
 NN0689
 NN0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0689'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NN0689'FOUND IN GOOD CONDITION, EXCEPT THE SURFACE STATION MARK WHICH
 NN0689'WAS FOUND IN THE BOTTOM OF A SAND BLOWOUT ON ITS SIDE.  THE
 NN0689'UNDERGROUND STATION MARK WAS FOUND IN PLACE ABOUT 4 INCHES
 NN0689'BELOW THE BOTTOM OF THE SAND BLOWOUT.  THIS UNDERGROUND MARK
 NN0689'WAS LEFT IN PLACE.  BUT A NEW STATION, PETERSON 2, WAS
 NN0689'ESTABLISHED DOWN THE NORTH SLOPE OF THE HILL TO PREVENT
 NN0689'DESTRUCTION FROM THE SAND BLOW.  WHEN THE NEW STATION WAS
 NN0689'ESTABLISHED, IT REQUIRED THAT THE AZIMUTH MARK BE RESET.  STATE
 NN0689'HIGHWAY 11 HAS BEEN REBUILT IN THIS AREA AND PASSES TO
 NN0689'THE EAST OF THE STATION, NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0687 ***********************************************************************
 NN0687  DESIGNATION -  PETERSON 2
 NN0687  PID         -  NN0687
 NN0687  STATE/COUNTY-  NE/HOLT
 NN0687  USGS QUAD   -  EMMET SW (1986)
 NN0687
 NN0687                         *CURRENT SURVEY CONTROL
 NN0687  ___________________________________________________________________
 NN0687* NAD 83(1995)-  42 20 57.19367(N)    098 58 04.55292(W)     ADJUSTED  
 NN0687* NAVD 88     -       713.     (meters)    2339.     (feet)  SCALED    
 NN0687  ___________________________________________________________________
 NN0687  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 NN0687  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 NN0687
 NN0687  HORZ ORDER  -  THIRD
 NN0687
 NN0687.The horizontal coordinates were established by classical geodetic methods
 NN0687.and adjusted by the National Geodetic Survey in August 1997..
 NN0687.No horizontal observational check was made to the station.
 NN0687
 NN0687.The orthometric height was scaled from a topographic map.
 NN0687
 NN0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0687
 NN0687.The geoid height was determined by GEOID03.
 NN0687
 NN0687;                    North         East     Units Scale Factor Converg.
 NN0687;SPC NE       -   279,845.132   585,016.716   MT  0.99976697   +0 41 02.2
 NN0687;UTM  14      - 4,688,551.455   502,641.277   MT  0.99960009   +0 01 17.8
 NN0687
 NN0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0687!SPC NE       -   0.99989188  x   0.99976697  =   0.99965887
 NN0687!UTM  14      -   0.99989188  x   0.99960009  =   0.99949201
 NN0687
 NN0687:                Primary Azimuth Mark                     Grid Az
 NN0687:SPC NE       -  PETERSON 2 AZ MK RESET                   010 08 53.3
 NN0687:UTM  14      -  PETERSON 2 AZ MK RESET                   010 48 37.7
 NN0687
 NN0687|---------------------------------------------------------------------|
 NN0687| PID    Reference Object                     Distance      Geod. Az  |
 NN0687|                                                           dddmmss.s |
 NN0687| CO3466 PETERSON 2 AZ MK RESET                             0104955.5 |
 NN0687| CO3464 PETERSON RM 1                        16.075 METERS 17128     |
 NN0687| NN0689 PETERSON                             29.774 METERS 19050     |
 NN0687| CO3465 PETERSON RM 2                        33.040 METERS 21704     |
 NN0687|---------------------------------------------------------------------|
 NN0687
 NN0687                          SUPERSEDED SURVEY CONTROL
 NN0687
 NN0687  NAD 83(1986)-  42 20 57.19854(N)    098 58 04.56079(W) AD(       ) 3
 NN0687  NAD 27      -  42 20 57.18800(N)    098 58 03.20000(W) AD(       ) 3
 NN0687
 NN0687.Superseded values are not recommended for survey control.
 NN0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0687.See file dsdata.txt to determine how the superseded data were derived.
 NN0687
 NN0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0264188551(NAD 83)
 NN0687_MARKER: DS = TRIANGULATION STATION DISK
 NN0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0687
 NN0687  HISTORY     - Date     Condition        Report By
 NN0687  HISTORY     - 1964     MONUMENTED       CGS
 NN0687
 NN0687                          STATION DESCRIPTION
 NN0687
 NN0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0687'STATION IS LOCATED ABOUT 12 AND 1/2 MILES SOUTH OF ATKINSON ALONG
 NN0687'STATE HIGHWAY 11 AND 8 MILES NORTH-NORTHWEST OF THE SMALL TOWN OF
 NN0687'AMELIA AND ABOUT 1/4 MILE WEST OF NEW STATE HIGHWAY 11 ON THE
 NN0687'NORTH SLOPE OF A PROMINENT SAND HILL WHICH IS THE HIGHEST IN
 NN0687'THE IMMEDIATE AREA, AND ON LAND OWNED BY C.W. PETERSON.  THE
 NN0687'MARK IS ABOUT 100 FEET NORTH OF THE NORTH EDGE OF A SAND
 NN0687'BLOWOUT, THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 NN0687'PETERSON 2 1964.
 NN0687'
 NN0687'TO REACH THE STATION FROM THE CHICAGO AND NORTHWESTERN RAILROAD
 NN0687'CROSSING IN ATKINSON, GO SOUTH ON STATE HIGHWAY 11 FOR 6.6 MILES
 NN0687'TO THE CORRECTION-LINE AND AN EAST-WEST GRAVEL ROAD AND A JOG
 NN0687'LEFT.  CONTINUE SOUTH ALONG STATE HIGHWAY 11 FOR 4.8 MILES TO THE
 NN0687'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ALONG
 NN0687'STATE HIGHWAY 11 FOR 1.1 MILES TO A GATE ON THE RIGHT INTO
 NN0687'PASTURE.  TURN RIGHT THRU GATE AND GO WESTALONG THE NORTH BASE
 NN0687'OF SANDHILLS FOR 0.2 MILE.  THEN, TURN LEFT PICK YOUR ROUTE
 NN0687'SOUTH-SOUTHWEST UP THRU THE SANDHILLS FOR 0.35 MILE TO THE
 NN0687'STATION.
 NN0687'
 NN0687'REFERENCE MARK NO. 1 IS 52.74 FEET SOUTH OF THE STATION, SET
 NN0687'ON THE NORTH SLOPE OF THE SAND HILL, AND ABOUT 5 FEET HIGHER THAN
 NN0687'THE STATION.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 NN0687'AND THE DISK IS STAMPED PETERSON NO 1 1949.
 NN0687'
 NN0687'REFERENCE MARK NO. 2 IS 108.40 FEET SOUTHWEST OF THE STATION,
 NN0687'ABOUT 10 FEET NORTH OF THE EDGE OF A SAND BLOWOUT, AND 5 FEET
 NN0687'HIGHER THAN THE STATION.  THE MARK IS ABOUT 2 INCHES BELOW
 NN0687'THE GROUND SURFACE AND THE DISK IS STAMPED PETERSON NO 2 1949.
 NN0687'
 NN0687'AZIMUTH MARK (RESET) IS 1.5 MILES NORTH-NORTHEAST OF THE STATION,
 NN0687'0.2 MILE SOUTH OF THE DONALD DE GROFF RANCHHOUSE AND BUILDINGS
 NN0687'ON THE EASTSIDE OF STATE HIGHWAY 11, 106 FEET EAST OF THE
 NN0687'CENTERLINE OF STATE HIGHWAY 11, 2 FEET SOUTH OF A TELEPHONE
 NN0687'POLE, 1.5 FEET NORTH OF A STEEL WITNESS POST, AND 1 FOOT
 NN0687'WEST OF A FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 NN0687'GROUND AND THE DISK IS STAMPED PETERSON 2 RESET 1964.  THIS
 NN0687'MARK IS DESCRIBED.
 NN0687'
 NN0687'NOTE--THIS STATION WAS MOVED ON LINE TO THE NEW AZIMUTH MARK
 NN0687'BECAUSE THE LINE OF SIGHT BECAME OBSTRUCTED TO THE OLD AZIMUTH
 NN0687'MARK AS YOU MOVED DOWN THE NORTH SLOPE OF THE SAND HILL.
 NN0687'
 NN0687'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0903 ***********************************************************************
 LG0903  DESIGNATION -  PFLUG
 LG0903  PID         -  LG0903
 LG0903  STATE/COUNTY-  NE/YORK
 LG0903  USGS QUAD   -  YORK SOUTH (1969)
 LG0903
 LG0903                         *CURRENT SURVEY CONTROL
 LG0903  ___________________________________________________________________
 LG0903* NAD 83(1995)-  40 52 27.33290(N)    097 35 37.17069(W)     ADJUSTED  
 LG0903* NAVD 88     -       549.21   (+/-2cm)    1801.9    (feet)  VERTCON   
 LG0903  ___________________________________________________________________
 LG0903  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 LG0903  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 LG0903
 LG0903  HORZ ORDER  -  SECOND
 LG0903  VERT ORDER  -  THIRD ? (See Below)
 LG0903
 LG0903.The horizontal coordinates were established by classical geodetic methods
 LG0903.and adjusted by the National Geodetic Survey in August 1997..
 LG0903
 LG0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0903.The vertical order pertains to the NGVD 29 superseded value.
 LG0903
 LG0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0903
 LG0903.The geoid height was determined by GEOID03.
 LG0903
 LG0903;                    North         East     Units Scale Factor Converg.
 LG0903;SPC NE       -   118,392.947   702,759.057   MT  0.99971891   +1 35 40.8
 LG0903;UTM  14      - 4,525,750.604   618,501.693   MT  0.99977284   +0 55 13.5
 LG0903
 LG0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0903!SPC NE       -   0.99991798  x   0.99971891  =   0.99963692
 LG0903!UTM  14      -   0.99991798  x   0.99977284  =   0.99969084
 LG0903
 LG0903:                Primary Azimuth Mark                     Grid Az
 LG0903:SPC NE       -  DOWD                                     265 57 21.4
 LG0903:UTM  14      -  DOWD                                     266 37 48.7
 LG0903
 LG0903|---------------------------------------------------------------------|
 LG0903| PID    Reference Object                     Distance      Geod. Az  |
 LG0903|                                                           dddmmss.s |
 LG0903| LH1092 DOWD                                APPROX.35.0 KM 2673302.2 |
 LG0903|---------------------------------------------------------------------|
 LG0903
 LG0903                          SUPERSEDED SURVEY CONTROL
 LG0903
 LG0903  NAD 83(1986)-  40 52 27.34150(N)    097 35 37.17128(W) AD(       ) 2
 LG0903  NAD 27      -  40 52 27.31269(N)    097 35 35.99011(W) AD(       ) 2
 LG0903  NGVD 29 (07/19/86)  549.00   (m)         1801.2    (f) LEVELING    3  
 LG0903
 LG0903.Superseded values are not recommended for survey control.
 LG0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0903.See file dsdata.txt to determine how the superseded data were derived.
 LG0903
 LG0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1850225751(NAD 83)
 LG0903_MARKER: DD = SURVEY DISK
 LG0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0903_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0903+STABILITY: SURFACE MOTION
 LG0903
 LG0903  HISTORY     - Date     Condition        Report By
 LG0903  HISTORY     - 1961     MONUMENTED       NEDR
 LG0903
 LG0903                          STATION DESCRIPTION
 LG0903
 LG0903'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0903'THE STATION IS LOCATED IN YORK ABOUT 0.6 MILES NORTH OF YORK COUNTY
 LG0903'COURT HOUSE ON TOP OF HIGHEST BINS OF PFLUG ELEVATOR.
 LG0903'
 LG0903'TO REACH THE STATION FROM THE YORK COUNTY COURT HOUSE IN YORK GO
 LG0903'NORTH TO A RAILROAD UNDERPASS AND THE ELEVATOR ON THE LEFT-WEST
 LG0903'SIDE OF U.S. HIGHWAY NO. 81.  THE STATION WHICH IS ON TOP OF THE
 LG0903'ELEVATOR CAN BE REACHED BY A SELF-OPERATED MANLIFT ELEVATOR AND
 LG0903'ABOUT A TWENTY FOOT HIGH LADDER MOUNTED TO THE INSIDE WALL OF THE
 LG0903'ELEVATOR.  CONTACT THE MANAGER ABOUT ENTERING PREMISES.
 LG0903'
 LG0903'THE STATION IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK,
 LG0903'STAMPED PFLUG 1961 SET IN A 10 INCH SQUARE CONCRETE MONUMENT
 LG0903'LOCATED IN THE SOUTH HALF OF THE TOP OF THE ELEVATOR CALLED PFLUG.
 LG0903'THE MONUMENT PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE TOP.
 LG0903'
 LG0903'THERE ARE NO REFERENCE MARKS.
 LG0903'
 LG0903'THERE IS NO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1325 ***********************************************************************
 LH1325  DESIGNATION -  PHELPS
 LH1325  PID         -  LH1325
 LH1325  STATE/COUNTY-  NE/PHELPS
 LH1325  USGS QUAD   -  ELM CREEK EAST (1983)
 LH1325
 LH1325                         *CURRENT SURVEY CONTROL
 LH1325  ___________________________________________________________________
 LH1325* NAD 83(1995)-  40 38 40.34000(N)    099 20 35.07686(W)     ADJUSTED  
 LH1325* NAVD 88     -       710.1    (meters)    2330.     (feet)  VERTCON   
 LH1325  ___________________________________________________________________
 LH1325  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 LH1325  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 LH1325
 LH1325  HORZ ORDER  -  SECOND
 LH1325
 LH1325.The horizontal coordinates were established by classical geodetic methods
 LH1325.and adjusted by the National Geodetic Survey in August 1997..
 LH1325
 LH1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1325
 LH1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1325
 LH1325.The geoid height was determined by GEOID03.
 LH1325
 LH1325;                    North         East     Units Scale Factor Converg.
 LH1325;SPC NE       -    90,278.467   555,552.931   MT  0.99977064   +0 26 07.2
 LH1325;UTM  14      - 4,499,355.296   470,992.228   MT  0.99961036   -0 13 24.5
 LH1325
 LH1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1325!SPC NE       -   0.99989247  x   0.99977064  =   0.99966313
 LH1325!UTM  14      -   0.99989247  x   0.99961036  =   0.99950287
 LH1325
 LH1325:                Primary Azimuth Mark                     Grid Az
 LH1325:SPC NE       -  PHELPS AZ MK                             002 39 07.2
 LH1325:UTM  14      -  PHELPS AZ MK                             003 18 38.9
 LH1325
 LH1325|---------------------------------------------------------------------|
 LH1325| PID    Reference Object                     Distance      Geod. Az  |
 LH1325|                                                           dddmmss.s |
 LH1325| CN9451 PHELPS AZ MK                                       0030514.4 |
 LH1325| CN9452 PHELPS RM 1                          25.783 METERS 01341     |
 LH1325| CN9453 PHELPS RM 2                          20.147 METERS 31758     |
 LH1325| LH1323 ELM CREEK MUNICIPAL TANK            APPROX. 9.0 KM 3434520.7 |
 LH1325|---------------------------------------------------------------------|
 LH1325
 LH1325                          SUPERSEDED SURVEY CONTROL
 LH1325
 LH1325  NAD 83(1986)-  40 38 40.34631(N)    099 20 35.07894(W) AD(       ) 2
 LH1325  NAD 27      -  40 38 40.30800(N)    099 20 33.72800(W) AD(       ) 2
 LH1325  NGVD 29 (07/19/86)  709.8    (m)         2329.     (f) VERT ANG       
 LH1325
 LH1325.Superseded values are not recommended for survey control.
 LH1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1325.See file dsdata.txt to determine how the superseded data were derived.
 LH1325
 LH1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7099299355(NAD 83)
 LH1325_MARKER: DS = TRIANGULATION STATION DISK
 LH1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1325
 LH1325  HISTORY     - Date     Condition        Report By
 LH1325  HISTORY     - 1951     MONUMENTED       CGS
 LH1325  HISTORY     - 1959     GOOD             CGS
 LH1325
 LH1325                          STATION DESCRIPTION
 LH1325
 LH1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1325'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHWEST OF ODESSA AND
 LH1325'ABOUT 5.5 MILES SOUTHEAST OF ELM CREEK ON THE ROAD RIGHT-OF-WAY
 LH1325'OF AN ABANDONED SECTION LINE ROAD JUST NORTH OF THE HIGHEST POINT
 LH1325'OF A PROMINENT SAND HILL, 51 FEET EAST OF A NORTH-SOUTH FENCE
 LH1325'LINE AND 17 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LH1325'PHELPS 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LH1325'
 LH1325'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF HILL, 1 FOOT WEST
 LH1325'OF A NORTH-SOUTH FENCE LINE AND IS ABOUT 10 FEET LOWER IN ELEVATION
 LH1325'THAN THE STATION.  IT IS STAMPED PHELPS NO 1 1951 AND PROJECTS 2
 LH1325'INCHES.
 LH1325'
 LH1325'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF HILL, 1 FOOT EAST
 LH1325'OF A NORTH-SOUTH FENCE LINE AND IS ABOUT 10 FEET LOWER IN ELEVATION
 LH1325'THAN THE STATION.  IT IS STAMPED PHELPS NO 2 1951 AND PROJECTS 2
 LH1325'INCHES.
 LH1325'
 LH1325'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 72.34 FEET.
 LH1325'
 LH1325'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 15 FEET EAST OF
 LH1325'THE CENTER OF A NORTH-SOUTH DIRT ROAD, 1 FOOT SOUTH OF A WITNESS
 LH1325'POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 LH1325'PHELPS 1951 AND PROJECTS 3 INCHES.
 LH1325'
 LH1325'TO REACH THE STATION FROM THE POST OFFICE IN ELM CREEK, GO WEST
 LH1325'FOR 0.1 MILE TO A T ROAD LEFT, TURN LEFT AND GO SOUTH ON U.S.
 LH1325'HIGHWAYS 383 AND 183 FOR 4.2 MILES TO A CROSSROAD.  TURN LEFT
 LH1325'AND GO EAST ON GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD AND
 LH1325'SCHOOLHOUSE IN SOUTHWEST ANGLE, (TURN LEFT AND GO NORTH ON DIRT
 LH1325'ROAD FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.)
 LH1325'TURN RIGHT AND GO SOUTH ON TRACK ROAD FOR 0.5 MILE TO A GATE IN
 LH1325'EAST-WEST FENCE LINE, PASS THROUGH GATE AND CONTINUE SOUTH ON
 LH1325'TRACK ROAD FOR 0.5 MILE TO STATION JUST NORTH OF HIGHEST
 LH1325'POINT OF HILL AS DESCRIBED.
 LH1325'
 LH1325'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LH1325
 LH1325                          STATION RECOVERY (1959)
 LH1325
 LH1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1325'STATION RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS FOUND
 LH1325'INTACT.  DIRECTIONS FOR REACHING STATION ADEQUATE AS PREVIOUSLY
 LH1325'DESCRIBED.
 LH1325'
 LH1325'REFERENCE MARKS WERE RECHECKED WITH RESULTS AS LISTED BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1100 ***********************************************************************
 LH1100  DESIGNATION -  PHILLIPS
 LH1100  PID         -  LH1100
 LH1100  STATE/COUNTY-  NE/HAMILTON
 LH1100  USGS QUAD   -  PHILLIPS (1962)
 LH1100
 LH1100                         *CURRENT SURVEY CONTROL
 LH1100  ___________________________________________________________________
 LH1100* NAD 83(1995)-  40 55 46.80016(N)    098 08 43.79356(W)     ADJUSTED  
 LH1100* NAVD 88     -       569.     (meters)    1867.     (feet)  SCALED    
 LH1100  ___________________________________________________________________
 LH1100  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 LH1100  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 LH1100
 LH1100  HORZ ORDER  -  SECOND
 LH1100
 LH1100.The horizontal coordinates were established by classical geodetic methods
 LH1100.and adjusted by the National Geodetic Survey in August 1997..
 LH1100
 LH1100.The orthometric height was scaled from a topographic map.
 LH1100
 LH1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1100
 LH1100.The geoid height was determined by GEOID03.
 LH1100
 LH1100;                    North         East     Units Scale Factor Converg.
 LH1100;SPC NE       -   123,397.102   656,137.137   MT  0.99970881   +1 13 44.3
 LH1100;UTM  14      - 4,531,300.916   571,941.631   MT  0.99966370   +0 33 35.4
 LH1100
 LH1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1100!SPC NE       -   0.99991469  x   0.99970881  =   0.99962353
 LH1100!UTM  14      -   0.99991469  x   0.99966370  =   0.99957842
 LH1100
 LH1100:                Primary Azimuth Mark                     Grid Az
 LH1100:SPC NE       -  PHILLIPS AZ MK                           085 22 42.2
 LH1100:UTM  14      -  PHILLIPS AZ MK                           086 02 51.1
 LH1100
 LH1100|---------------------------------------------------------------------|
 LH1100| PID    Reference Object                     Distance      Geod. Az  |
 LH1100|                                                           dddmmss.s |
 LH1100| CN9454 PHILLIPS AZ MK                                     0863626.5 |
 LH1100| CN9455 PHILLIPS RM 1                        24.423 METERS 09149     |
 LH1100| LH1090 AURORA HAMILTON CTHSE SPIRE         APPROX.13.9 KM 1193213.6 |
 LH1100| LH1091 AURORA MUNICIPAL STANDPIPE          APPROX.14.1 KM 1202316.5 |
 LH1100| CN9456 PHILLIPS RM 2                        23.364 METERS 33425     |
 LH1100|---------------------------------------------------------------------|
 LH1100
 LH1100                          SUPERSEDED SURVEY CONTROL
 LH1100
 LH1100  NAD 83(1986)-  40 55 46.80795(N)    098 08 43.79568(W) AD(       ) 2
 LH1100  NAD 27      -  40 55 46.75900(N)    098 08 42.58300(W) AD(       ) 2
 LH1100
 LH1100.Superseded values are not recommended for survey control.
 LH1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1100.See file dsdata.txt to determine how the superseded data were derived.
 LH1100
 LH1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7194231301(NAD 83)
 LH1100_MARKER: DS = TRIANGULATION STATION DISK
 LH1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1100
 LH1100  HISTORY     - Date     Condition        Report By
 LH1100  HISTORY     - 1950     MONUMENTED       CGS
 LH1100
 LH1100                          STATION DESCRIPTION
 LH1100
 LH1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1100'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF THE TOWN OF
 LH1100'AURORA, 4-1/2 MILES NORTHEAST OF PHILLIPS, ALONG THE SOUTH
 LH1100'SIDE OF A GRAVELED ROAD AND ON THE WEST SIDE OF MR. RUBEN
 LH1100'GUSTAFSONS DRIVEWAY.  IT IS 103 FEET SOUTH OF THE CENTERLINE
 LH1100'OF AN EAST AND WEST ROAD, 21 FEET WEST OF THE CENTERLINE OF
 LH1100'THE DRIVEWAY, 18 FEET SOUTH OF AN ASH TREE WITH A TRIANGLE
 LH1100'BLAZE AND 10 FEET NORTH OF A WITNESS POST.  THE MARK IS 6
 LH1100'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 LH1100'PHILLIPS 1950.
 LH1100'
 LH1100'REFERENCE MARK NO.1 IS 106 FEET SOUTH OF THE CENTERLINE
 LH1100'OF THE EAST AND WEST ROAD, 58 FEET EAST OF THE CENTERLINE
 LH1100'OF THE DRIVEWAY AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 LH1100'6 INCHES AND THE DISK IS STAMPED PHILLIPS NO 1 1950.
 LH1100'
 LH1100'REFERENCE MARK NO.2 IS 51.6 FEET WEST OF THE CENTERLINE
 LH1100'OF THE DRIVEWAY, 33 FEET SOUTH OF THE CENTERLINE OF THE
 LH1100'EAST AND WEST ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 LH1100'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LH1100'PHILLIPS NO2 1950.
 LH1100'
 LH1100'AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTERLINE OF AN EAST
 LH1100'AND WEST ROAD, 3 FEET NORTHWEST OF A WITNESS POST AND 1 FOOT
 LH1100'SOUTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES
 LH1100'AND THE DISK IS STAMPED PHILLIPS 1950.
 LH1100'
 LH1100'TO REACH FROM THE NORTHWEST CORNER OF THE COURT HOUSE IN
 LH1100'AURORA, GO NORTH 0.3 MILE TO US HIGHWAY 34, TURN LEFT (WEST)
 LH1100'ON HIGHWAY 34 7.75 MILES TO A CROSSROADS AND SIGN GILTNER 8 MILE,
 LH1100'TURN RIGHT (NORTH) 4.0 MILES TO CROSSROADS AND A SCHOOL
 LH1100'HOUSE IN THE NORTHEAST CORNER, TURN RIGHT (EAST) 0.25 MILE
 LH1100'TO MR. GUSTAFSONS DRIVEWAY ON THE RIGHT AND THE STATION.
 LH1100'
 LH1100'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.4
 LH1100'MILE TO THE MARK ON THE RIGHT OR SOUTH SIDE OF THE ROAD.
 LH1100'
 LH1100'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1099 ***********************************************************************
 LH1099  DESIGNATION -  PHILLIPS MUNICIPAL TANK
 LH1099  PID         -  LH1099
 LH1099  STATE/COUNTY-  NE/HAMILTON
 LH1099  USGS QUAD   -  PHILLIPS (1962)
 LH1099
 LH1099                         *CURRENT SURVEY CONTROL
 LH1099  ___________________________________________________________________
 LH1099* NAD 83(1995)-  40 53 45.60159(N)    098 12 54.36430(W)     ADJUSTED  
 LH1099* NAVD 88     -                                                        
 LH1099  ___________________________________________________________________
 LH1099  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 LH1099  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 LH1099
 LH1099  HORZ ORDER  -  THIRD
 LH1099
 LH1099.The horizontal coordinates were established by classical geodetic methods
 LH1099.and adjusted by the National Geodetic Survey in August 1997..
 LH1099
 LH1099
 LH1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1099
 LH1099.The geoid height was determined by GEOID03.
 LH1099
 LH1099;                    North         East     Units Scale Factor Converg.
 LH1099;SPC NE       -   119,536.923   650,355.019   MT  0.99971484   +1 10 58.2
 LH1099;UTM  14      - 4,527,508.719   566,115.141   MT  0.99965380   +0 30 50.0
 LH1099
 LH1099                          SUPERSEDED SURVEY CONTROL
 LH1099
 LH1099  NAD 83(1986)-  40 53 45.60943(N)    098 12 54.36553(W) AD(       ) 4
 LH1099  NAD 27      -  40 53 45.55900(N)    098 12 53.15000(W) AD(       ) 3
 LH1099
 LH1099.Superseded values are not recommended for survey control.
 LH1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1099.See file dsdata.txt to determine how the superseded data were derived.
 LH1099
 LH1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6611527509(NAD 83)
 LH1099_MARKER: 53 = ELEVATED TANK
 LH1099
 LH1099  HISTORY     - Date     Condition        Report By
 LH1099  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1099  HISTORY     - 1955     GOOD             CGS
 LH1099  HISTORY     - 20020811 GOOD             USPSQD
 LH1099  HISTORY     - 20030814 GOOD             USPSQD
 LH1099
 LH1099                          STATION DESCRIPTION
 LH1099
 LH1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1099'THE STATION IS LOCATED IN THE TOWN OF PHILLIPS, JUST 0.05 MILE SOUTH
 LH1099'OF THE POST OFFICE.  IT IS PAINTED SILVER, HAS PHILLIPS STENCILED
 LH1099'ON THE SIDE OF THE BOWL AND IS ABOUT 100 FEET HIGH.
 LH1099'
 LH1099'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.
 LH1099
 LH1099                          STATION RECOVERY (1955)
 LH1099
 LH1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LH1099'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LH1099
 LH1099                          STATION RECOVERY (2002)
 LH1099
 LH1099'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LH1099'RECOVERED IN GOOD CONDITION.
 LH1099
 LH1099                          STATION RECOVERY (2003)
 LH1099
 LH1099'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1099'STATION FOUND GOOD. TANK IS NORTH OF SEVENTH ST., SOUTH OF SIXTH ST.,
 LH1099'EAST OF WEST ST., AND WEST OF HAMILTON ST. IN THE TOWN OF PHILLIPS.
 LH1099'TANK HAS 4 LEGS. TANK IS SILVER WITH A GREEN TOP AND HAS BLACK LETTERS
 LH1099'PHILLIPS ON THE SIDE OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1101 ***********************************************************************
 LH1101  DESIGNATION -  PHILLIPS RADIO STA KMMJ MAST
 LH1101  PID         -  LH1101
 LH1101  STATE/COUNTY-  NE/HAMILTON
 LH1101  USGS QUAD   -  PHILLIPS (1962)
 LH1101
 LH1101                         *CURRENT SURVEY CONTROL
 LH1101  ___________________________________________________________________
 LH1101* NAD 83(1995)-  40 54 02.36199(N)    098 11 21.86251(W)     ADJUSTED  
 LH1101* NAVD 88     -                                                        
 LH1101  ___________________________________________________________________
 LH1101  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LH1101  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 LH1101
 LH1101  HORZ ORDER  -  THIRD
 LH1101
 LH1101.The horizontal coordinates were established by classical geodetic methods
 LH1101.and adjusted by the National Geodetic Survey in August 1997..
 LH1101
 LH1101
 LH1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1101
 LH1101.The geoid height was determined by GEOID03.
 LH1101
 LH1101;                    North         East     Units Scale Factor Converg.
 LH1101;SPC NE       -   120,098.689   652,508.353   MT  0.99971398   +1 11 59.5
 LH1101;UTM  14      - 4,528,045.272   568,274.761   MT  0.99965737   +0 31 50.7
 LH1101
 LH1101                          SUPERSEDED SURVEY CONTROL
 LH1101
 LH1101  NAD 83(1986)-  40 54 02.36967(N)    098 11 21.86409(W) AD(       ) 4
 LH1101  NAD 27      -  40 54 02.32000(N)    098 11 20.64800(W) AD(       ) 3
 LH1101
 LH1101.Superseded values are not recommended for survey control.
 LH1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1101.See file dsdata.txt to determine how the superseded data were derived.
 LH1101
 LH1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6827528045(NAD 83)
 LH1101_MARKER: 42 = RADIO/TV MAST
 LH1101
 LH1101  HISTORY     - Date     Condition        Report By
 LH1101  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1101  HISTORY     - 1955     GOOD             CGS
 LH1101  HISTORY     - 20030814 MARK NOT FOUND   USPSQD
 LH1101
 LH1101                          STATION DESCRIPTION
 LH1101
 LH1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1101'THE STATION IS LOCATED ABOUT 2 MILES EAST OF PHILLIPS.  IT IS 329
 LH1101'FEET HIGH, THREE LEGGED AND IS PAINTED ORANGE.
 LH1101'
 LH1101'THE POINT INTERSECTED WAS THE RED LAMP ON TOP OF THE MAST.
 LH1101'
 LH1101'TO REACH THE STATION FROM THE POST OFFICE IN PHILLIPS, GO NORTH ON
 LH1101'THE MAIN STREET FOR 0.35 MILE TO A GRAVEL CROSS ROAD.  TURN RIGHT
 LH1101'AND GO EAST ON THE GRAVEL ROAD FOR 1.35 MILES TO THE STATION ON THE
 LH1101'RIGHT ABOUT 0.1 MILE SOUTH OF THE ROAD.
 LH1101
 LH1101                          STATION RECOVERY (1955)
 LH1101
 LH1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LH1101'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LH1101
 LH1101                          STATION RECOVERY (2003)
 LH1101
 LH1101'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH1101'STATION NOT FOUND. SITE LOCATED. PER VIRGINIA NIBLECK, POSTMASTER OF
 LH1101'PHILLIPS, THE RADIO MAST NO LONGER EXISTS. SITE IS A CORNFIELD. THE
 LH1101'KMMJ MASTS ARE NOW JUST EAST OF THE PLATTE RIVER BRIDGE ON U.S. HWY
 LH1101'34. THE MAIN STREET IN THE 1950 DESCRIPTION IS WEST ST. THE GRAVEL
 LH1101'CROSS ROAD IS W. 15TH ST. TO REACH PHILLIPS FROM U.S.HWY 34 GO NORTH
 LH1101'ON 41A SPUR RD FOR 1 3/4 MILES. STATION SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1052 ***********************************************************************
 LG1052  DESIGNATION -  PICKRELL
 LG1052  PID         -  LG1052
 LG1052  STATE/COUNTY-  NE/GAGE
 LG1052  USGS QUAD   -  BEATRICE EAST (1980)
 LG1052
 LG1052                         *CURRENT SURVEY CONTROL
 LG1052  ___________________________________________________________________
 LG1052* NAD 83(1995)-  40 21 50.55239(N)    096 44 32.16354(W)     ADJUSTED  
 LG1052* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 LG1052  ___________________________________________________________________
 LG1052  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LG1052  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 LG1052
 LG1052  HORZ ORDER  -  SECOND
 LG1052
 LG1052.The horizontal coordinates were established by classical geodetic methods
 LG1052.and adjusted by the National Geodetic Survey in August 1997..
 LG1052
 LG1052.The orthometric height was scaled from a topographic map.
 LG1052
 LG1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1052
 LG1052.The geoid height was determined by GEOID03.
 LG1052
 LG1052;                    North         East     Units Scale Factor Converg.
 LG1052;SPC NE       -    64,137.507   776,601.872   MT  0.99985523   +2 09 32.0
 LG1052;UTM  14      - 4,470,610.436   691,700.130   MT  1.00005238   +1 27 45.5
 LG1052
 LG1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1052!SPC NE       -   0.99993770  x   0.99985523  =   0.99979294
 LG1052!UTM  14      -   0.99993770  x   1.00005238  =   0.99999007
 LG1052
 LG1052:                Primary Azimuth Mark                     Grid Az
 LG1052:SPC NE       -  PICKRELL COOP GRAIN ELEVATOR             036 04 18.9
 LG1052:UTM  14      -  PICKRELL COOP GRAIN ELEVATOR             036 46 05.4
 LG1052
 LG1052|---------------------------------------------------------------------|
 LG1052| PID    Reference Object                     Distance      Geod. Az  |
 LG1052|                                                           dddmmss.s |
 LG1052| LG1055 PICKRELL COOP GRAIN ELEVATOR        APPROX. 2.1 KM 0381350.9 |
 LG1052| LG1044 EVANGELICAL ZION LUTHERAN CH        APPROX.11.0 KM 0983903.5 |
 LG1052| CL8133 PICKRELL RM 1                        23.984 METERS 15213     |
 LG1052| LG1047 BEATRICE ST HOME PWR PLT STACK      APPROX.10.2 KM 1631146.2 |
 LG1052| LG1051 BEATRICE GAGE CO CTHSE DOME         APPROX.10.3 KM 1814509.3 |
 LG1052| LG1049 BEATRICE ST JOSEPH CATH CHURCH      APPROX.10.5 KM 1815923.0 |
 LG1052| CL8130 PICKRELL AZ MK                                     1822740.3 |
 LG1052| CL8131 PICKRELL AZ MK RESET                               1823055.0 |
 LG1052| CL8132 PICKRELL AZ MK 3                                   1830530.0 |
 LG1052| CL8135 PICKRELL RM 3                        35.799 METERS 23200     |
 LG1052| CL8136 PICKRELL RM 4                        41.477 METERS 23636     |
 LG1052| CL8134 PICKRELL RM 2                        25.841 METERS 26914     |
 LG1052|---------------------------------------------------------------------|
 LG1052
 LG1052                          SUPERSEDED SURVEY CONTROL
 LG1052
 LG1052  NAD 83(1986)-  40 21 50.55965(N)    096 44 32.15911(W) AD(       ) 2
 LG1052  NAD 27      -  40 21 50.54900(N)    096 44 31.06300(W) AD(       ) 2
 LG1052
 LG1052.Superseded values are not recommended for survey control.
 LG1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1052.See file dsdata.txt to determine how the superseded data were derived.
 LG1052
 LG1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9170070610(NAD 83)
 LG1052_MARKER: DS = TRIANGULATION STATION DISK
 LG1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1052
 LG1052  HISTORY     - Date     Condition        Report By
 LG1052  HISTORY     - 1947     MONUMENTED       CGS
 LG1052  HISTORY     - 1953     GOOD             CGS
 LG1052  HISTORY     - 1961     GOOD             CGS
 LG1052  HISTORY     - 1964     GOOD             CGS
 LG1052  HISTORY     - 1969     GOOD             CGS
 LG1052  HISTORY     - 1969     GOOD             CGS
 LG1052  HISTORY     - 1977     GOOD             NEDR
 LG1052
 LG1052                          STATION DESCRIPTION
 LG1052
 LG1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1052'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH OF BEATRICE AND 1.0
 LG1052'MILE SOUTHWEST OF PICKRELL ALONG U.S. HIGHWAY NO 77 IN THE
 LG1052'NORTHEAST ANGLE OF EAST-WEST CROSS ROAD AND HIGHWAY.  IT IS 53
 LG1052'FEET EAST OF THE CENTER OF HIGHWAY NO 77, 43 FEET NORTH OF THE
 LG1052'CENTER OF EAST-WEST CROSSROAD, 21 FEET EAST OF NORTH-SOUTH FENCE
 LG1052'LINE, 9 FEET NORTH OF WHITE WITNESS POST, 10 FEET NORTH OF
 LG1052'EAST-WEST FENCE LINE AND 25 FEET NORTHEAST OF FENCE CORNER.  IT
 LG1052'IS STAMPED PICKRELL 1947 AND SET 12 INCHES BELOW THE GROUND
 LG1052'SURFACE.
 LG1052'
 LG1052'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 30 FEET SOUTH OF
 LG1052'THE CENTER OF THE EAST-WEST ROAD, 11 FEET WEST OF TELEPHONE POLE
 LG1052'AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED PICKRELL
 LG1052'NO 1 1947 AND PROJECTS 4 INCHES.
 LG1052'
 LG1052'REFERENCE MARK NO 2 IS WEST OF THE STATION, 37 FEET WEST OF THE
 LG1052'CENTER OF HIGHWAY NO 77, 45 FEET NORTH OF THE CENTER OF EAST-WEST
 LG1052'ROAD, 10 FEET NORTH OF FENCE CORNER AND 1 FOOT EAST OF
 LG1052'NORTH-SOUTH FENCE LINE.  IT IS STAMPED PICKRELL NO 2 1947 AND
 LG1052'PROJECTS 6 INCHES.
 LG1052'
 LG1052'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, 35 FEET
 LG1052'WEST OF THE CENTER OF U.S. HIGHWAY NO 77, 5 FEET NORTH OF
 LG1052'TELEPHONE POLE AND 2 FEET NORTH OF WHITE WITNESS POST.  IT IS
 LG1052'STAMPED PICKRELL 1947 AND PROJECTS 6 INCHES.  TO REACH FROM THE
 LG1052'STATION, GO SOUTH ON HIGHWAY 77 FOR 0.5 MILE TO THE MARK ON THE
 LG1052'RIGHT AS DESCRIBED.
 LG1052'
 LG1052'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 LG1052'OF U.S. HIGHWAY NO 77 AND STATE ROUTES 3 AND 4 IN BEATRICE, GO
 LG1052'NORTH ON NO 77 FOR 6.7 MILES TO CROSSROADS AND STATION ON THE
 LG1052'RIGHT AS DESCRIBED.
 LG1052'
 LG1052'A 74 FOOT SIGNAL AT STATION SNAKE IS VISIBLE AT 10 FEET
 LG1052'
 LG1052'A 74 FOOT SIGNAL AT STATION INDIAN IS V.G
 LG1052'
 LG1052'A 74 FOOT SIGNAL AT STATION JAKES IS V.G
 LG1052'
 LG1052'A 74 FOOT SIGNAL AT STATION BEAR IS V.G
 LG1052'
 LG1052'A 74 FOOT SIGNAL AT STATION AIR IS V.G
 LG1052'
 LG1052'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG1052
 LG1052                          STATION RECOVERY (1953)
 LG1052
 LG1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 LG1052'THE STATION MARKS, REFERENCE MARKS NUMBERS 1 AND 2, AND THE
 LG1052'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 LG1052'CONDITION.  REFERENCE MARK NUMBER 2 WAS DESTROYED DUE TO THE
 LG1052'CONSTRUCTION ON A NEW HOME.  A NEW REFERENCE MARK WAS SET.  A
 LG1052'COMPLETE DESCRIPTION FOLLOWS-
 LG1052'
 LG1052'STATION IS ABOUT 6.5 MILES NORTH OF BEATRICE AND 1.0 MILE
 LG1052'SOUTHWEST OF PICKRELL ALONG U.S. HIGHWAY 77 IN THE NORTH-WEST
 LG1052'ANGLE OF EAST-WEST CROSS ROAD AND U.S. HIGHWAY 77.  IT IS 53 FEET
 LG1052'EAST OF THE CENTER OF U.S. HIGHWAY 77, 43 FEET NORTH OF THE
 LG1052'CENTER OF EAST-WEST ROAD, 21 FEET EAST OF NORTH-SOUTH FENCE LINE
 LG1052'AND 10 FEET NORTH OF EAST-WEST FENCE LINE.
 LG1052'
 LG1052'TO REACH FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S. HIGHWAY
 LG1052'77 AND STATE HIGHWAYS 3 AND 4 IN BEATRICE, GO NORTH ON U.S.
 LG1052'HIGHWAY 77 FOR 6.2 MILES TO THE AZIMUTH MARK ON THE LEFT,
 LG1052'CONTINUE NORTH ON U.S. HIGHWAY 77 FOR 0.5 MILE TO THE STATION ON
 LG1052'THE RIGHT.
 LG1052'
 LG1052'THE SURFACE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE
 LG1052'GROUND AND THE DISK IS STAMPED PICKRELL 1947.
 LG1052'
 LG1052'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE CENTER OF EAST-WEST
 LG1052'ROAD, 2 FEET WEST OF TELEPHONE POLE, AND 1 FOOT NORTH OF
 LG1052'EAST-WEST FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LG1052'STAMPED PICKRELL NO 1 1947.
 LG1052'
 LG1052'REFERENCE MARK 3 IS 39 FEET WEST OF THE CENTER OF U.S. HIGHWAY 77,
 LG1052'32 FEET SOUTH OF THE CENTER OF GRADED DIRT ROAD, 6 FEET WEST OF A
 LG1052'TELEPHONE POLE, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK
 LG1052'PROJECTS 4 INCHES AND THE DISK IS STAMPED PICKRELL NO 3 1953.
 LG1052'
 LG1052'AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF U.S. HIGHWAY 77, 5
 LG1052'FEET NORTH OF A TELEPHONE POLE, AND 2 FEET NORTH OF A 4 X 4 WHITE
 LG1052'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LG1052'PICKRELL 1947.
 LG1052
 LG1052                          STATION RECOVERY (1961)
 LG1052
 LG1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1052'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LG1052'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 2
 LG1052'WAS SEARCHED FOR AND NOT RECOVERED.  REFERENCE MARK 3, ESTABLISHED
 LG1052'IN 1953, WAS RECOVERED IN GOOD CONDITION.  INFORMATION FOR THIS
 LG1052'MARK WAS NOT AVAILABLE AT THIS TIME.  IT IS A STANDARD DISK,
 LG1052'STAMPED PICKRELL NO 3 1953, SET IN THE TOP OF A CYLINDRICAL
 LG1052'CONCRETE MONUMENT, 12 INCHES IN DIAMETER, PROJECTING 4 INCHES
 LG1052'ABOVE THE SURFACE OF THE GROUND.  IT IS 37.0 FEET WEST OF THE
 LG1052'CENTER OF U.S. HIGHWAY 77, 32.0 FEET SOUTH OF THE CENTER OF A
 LG1052'GRAVELED EAST-WEST ROAD, 6.0 FEET WEST OF A TELEPHONE POLE
 LG1052'AND 1.0 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 LG1052'
 LG1052'THE 1947 ROUTE WAS USED IN RECOVERY OF THE STATION AND FOUND TO
 LG1052'BE ADEQUATE.
 LG1052'
 LG1052'THE PICTURE POINT IS THE CENTER OF THE CROSS ROAD INTERSECTION
 LG1052'OF U.S. HIGHWAY 77 AND AN EAST-WEST GRAVELED ROAD.
 LG1052'
 LG1052'A METAL WITNESS POST WITH SIGN WAS SET 16 FEET SOUTHWEST OF THE
 LG1052'STATION MARK.
 LG1052'
 LG1052'A METAL WITNESS POST WITH SIGN WAS SET 1.0 FOOT EAST OF THE
 LG1052'AZIMUTH MARK.
 LG1052
 LG1052                          STATION RECOVERY (1964)
 LG1052
 LG1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG1052'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1052'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD BEEN
 LG1052'DISPLACED BY ROAD GRADING AND REFERENCE MARK NO. 3 WHICH WAS IN
 LG1052'THE WAY OF CONSTRUCTION.  IT WAS DESTROYED.  A NEW AZIMUTH MARK
 LG1052'AND REFERENCE MARK NO. 4 WAS ESTABLISHED.  A COMPLETE NEW
 LG1052'DESCRIPTION FOLLOWS.
 LG1052'
 LG1052'STATION IS LOCATED ABOUT 6 AND 1/2 MILES NORTH OF BEATRICE AND 1
 LG1052'AND 1/2 MILES SOUTHWEST OF THE VILLAGE OF PICKRELL ALONG THE EAST
 LG1052'RIGHT-OF-WAY OF U.S. HIGHWAY 77 IN THE SOUTHWEST CORNER OF SEC.
 LG1052'27, T 5 N., R 6 E., IN THE NORTHEAST ANGLE OF THE INTERSECTION,
 LG1052'53 FEET EAST OF THE CENTER OF U.S. HIGHWAY 77, 40 FEET NORTH OF
 LG1052'THE CENTER OF AN EAST-WEST GRAVEL ROAD, 13 FEET NORTHWEST OF A
 LG1052'POWER POLE USED AS A FENCE CORNER, 8 FEET WEST OF A FENCE, AND
 LG1052'1 FOOT SOUTH OF A NEW STEEL WITNESS POST.  THE MARK IS 12
 LG1052'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LG1052'STAMPED PICKRELL 1947.  THE STATION AND UNDERGROUND STATION
 LG1052'MARKS ARE DESCRIBED.
 LG1052'
 LG1052'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 LG1052'STATE HIGHWAYS 3 AND 4 IN BEATRICE, GO NORTH ON U.S. HIGHWAY 77
 LG1052'FOR 6.1 MILES TO THE AZIMUTH MARK ON THE LEFT OR WEST SIDE OF THE
 LG1052'HIGHWAY AS DESCRIBED.  CONTINUE NORTH ON U.S. HIGHWAY 77 FOR 0.6
 LG1052'MILE TO A GRAVEL CROSSROAD AND THE STATION IN THE NORTHEAST ANGLE
 LG1052'OF THE INTERSECTION AS DESCRIBED.
 LG1052'
 LG1052'REFERENCE MARK NO. 1 IS 78.70 FEET SOUTH-SOUTHEAST OF THE STATION,
 LG1052'90 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 77, 33 FEET SOUTH
 LG1052'OF THE CENTER OF EAST-WEST GRAVEL ROAD, 29 FEET EAST OF A FENCE
 LG1052'CORNER, 3 FEET WEST OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A
 LG1052'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LG1052'PICKRELL NO 1 1947.
 LG1052'
 LG1052'REFERENCE MARK NO. 4 IS 136.00 FEET SOUTHWEST OF THE STATION, 60
 LG1052'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 77, 35 FEET SOUTH OF
 LG1052'THE CENTER OF EAST-WEST GRAVEL ROAD, 2 FEET SOUTHEAST OF A
 LG1052'TELEPHONE POLE, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 6
 LG1052'INCHES AND THE DISK IS STAMPED PICKRELL NO 4 1947.
 LG1052'
 LG1052'AZIMUTH MARK (RESET) IS 0.6 MILE SOUTH OF THE STATION, 60 FEET
 LG1052'WEST OF THE CENTERLINE OF U.S. HIGHWAY 77, 3 FEET NORTH OF A
 LG1052'TELEPHONE POLE, 1.5 FEET SOUTH OF A NEW STEEL WITNESS POST, AND
 LG1052'1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LG1052'IS STAMPED PICKRELL 1947 RESET 1964.
 LG1052'
 LG1052'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LG1052
 LG1052                          STATION RECOVERY (1969)
 LG1052
 LG1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1052'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 4
 LG1052'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 LG1052'SEARCHED FOR BUT NOT FOUND AND OLD TIES SHOW THE MARK MUST OF
 LG1052'BEEN DESTROYED BY ROAD CONSTRUCTION.  THE OLD DESCRIPTION IS
 LG1052'ADEQUATE FOR RECOVERY.
 LG1052'
 LG1052'A NEW AZIMUTH MARK WAS SET.
 LG1052'
 LG1052'FOLLOWING IS A DESCRIPTION FOR THE MARKS.
 LG1052'
 LG1052'STATION MARK, A STANDARD DISK STAMPED PICKRELL 1947, IS SET IN
 LG1052'THE TOP OF A SQUARE CONCRETE POST WHICH IS 14 INCHES BELOW THE
 LG1052'SURFACE OF THE GROUND.  IT IS 53.5 FEET EAST OF THE CENTER OF
 LG1052'U.S. HIGHWAY 77, 40 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LG1052'ROAD, 14 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST, 8.5
 LG1052'FEET WEST OF A FENCE, AND 8 FEET WEST OF A METAL WITNESS POST.
 LG1052'THE UNDERGROUND MARK WAS NOT INSPECTED.
 LG1052'
 LG1052'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PICKRELL NO. 1 1947,
 LG1052'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 LG1052'INCHES.  IT IS 31 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LG1052'ROAD, 26.5 FEET EAST OF A CORNER FENCE POST, 3 FEET WEST OF A
 LG1052'TELEPHONE POLE, AND 1 FOOT NORTH OF A FENCE.
 LG1052'
 LG1052'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PICKRELL NO. 4 1947,
 LG1052'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 LG1052'INCHES.  IT IS 60 FEET WEST OF THE CENTER OF U.S. HIGHWAY 77, 35
 LG1052'FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 3 FEET SOUTH OF
 LG1052'A CONCRETE RIGHT-OF-WAY POST, AND 2 FEET EAST OF A FENCE.
 LG1052'
 LG1052'AZIMUTH MARK, A STANDARD DISK STAMPED PICKRELL 1947 1969, IS
 LG1052'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 LG1052'IT IS 60.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY 77, 15 FEET
 LG1052'NORTH OF A T-FENCE CORNER POST, 1 FOOT NORTH OF A METAL WITNESS
 LG1052'POST, AND 0.5 FEET EAST OF A FENCE.
 LG1052'
 LG1052'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 LG1052'HIGHWAY 77 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 LG1052'
 LG1052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6-1/2
 LG1052'MILES NORTH OF BEATRICE.
 LG1052
 LG1052                          STATION RECOVERY (1969)
 LG1052
 LG1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1052'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 4,
 LG1052'AZIMUTH MARK 1947 RESET 1964, AND THE 1969 AZIMUTH MARK WERE
 LG1052'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LG1052'
 LG1052'WHEN THE 1969 AZIMUTH MARK WAS ESTABLISHED THE 1964 DESCRIPTION
 LG1052'WAS NOT AVAILABLE, THEREFORE THE 1964 AZIMUTH MARK WAS NOT
 LG1052'RECOVERED.  THE STATION WAS RECOVERED AND THE 1964 AZIMUTH MARK
 LG1052'WAS RECOVERED SO THE 1969 AZIMUTH MARK WAS RESTAMPED PICKRELL
 LG1052'1947 NO. 2 1969.
 LG1052'
 LG1052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6-1/2
 LG1052'MILES NORTH OF BEATRICE.
 LG1052
 LG1052                          STATION RECOVERY (1977)
 LG1052
 LG1052'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1977 (RLE)
 LG1052'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 4, AND
 LG1052'BOTH AZIMUTH MARKS PICKRELL 1947 RESET 1964, PICKRELL 1947 NO. 2
 LG1052'1969 WERE FOUND ADEQUATE AND IN GOOD CONDITION AS DESCRIBED.
 LG1052'
 LG1052'THE 1969 DESCRIPTION WAS FOUND TO BE ADEQUATE.
 LG1052'
 LG1052'REFER TO USC AND GS.
 LG1052'
 LG1052'NEAREST TOWN--PICKRELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1055 ***********************************************************************
 LG1055  DESIGNATION -  PICKRELL COOP GRAIN ELEVATOR
 LG1055  PID         -  LG1055
 LG1055  STATE/COUNTY-  NE/GAGE
 LG1055  USGS QUAD   -  PICKRELL (1964)
 LG1055
 LG1055                         *CURRENT SURVEY CONTROL
 LG1055  ___________________________________________________________________
 LG1055* NAD 83(1995)-  40 22 44.58213(N)    096 43 36.50233(W)     ADJUSTED  
 LG1055* NAVD 88     -                                                        
 LG1055  ___________________________________________________________________
 LG1055  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LG1055  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 LG1055
 LG1055  HORZ ORDER  -  THIRD
 LG1055
 LG1055.The horizontal coordinates were established by classical geodetic methods
 LG1055.and adjusted by the National Geodetic Survey in August 1997..
 LG1055
 LG1055
 LG1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1055
 LG1055.The geoid height was determined by GEOID03.
 LG1055
 LG1055;                    North         East     Units Scale Factor Converg.
 LG1055;SPC NE       -    65,852.194   777,850.951   MT  0.99985011   +2 10 08.9
 LG1055;UTM  14      - 4,472,310.165   692,970.207   MT  1.00005840   +1 28 23.2
 LG1055
 LG1055                          SUPERSEDED SURVEY CONTROL
 LG1055
 LG1055  NAD 83(1986)-  40 22 44.58848(N)    096 43 36.49835(W) AD(       ) 4
 LG1055  NAD 27      -  40 22 44.56200(N)    096 43 35.40600(W) AD(       ) 3
 LG1055
 LG1055.Superseded values are not recommended for survey control.
 LG1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1055.See file dsdata.txt to determine how the superseded data were derived.
 LG1055
 LG1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9297072310(NAD 83)
 LG1055_MARKER: 65 = GRAIN ELEVATOR
 LG1055
 LG1055  HISTORY     - Date     Condition        Report By
 LG1055  HISTORY     - 1961     FIRST OBSERVED   CGS
 LG1055  HISTORY     - 20040603 GOOD             USPSQD
 LG1055
 LG1055                          STATION DESCRIPTION
 LG1055
 LG1055'DESCRIBED BY US POWER SQUADRON 2004 (AMM)
 LG1055'STATION FOUND GOOD. ELEVATOR IS ON THE NORTHEAST EDGE OF THE TOWN OF
 LG1055'PICKRELL, ABOUT 100 FEET NORTH OF AUSTIN ST. AT THE INTERSECTION WHERE
 LG1055'WASHINGTON ST. DEAD ENDS AT AUSTIN ST., ABOUT 12 FEET EAST OF THE
 LG1055'CENTERLINE OF WASHINGTON ST. EXTENDED. FROM U.S. HIGHWAY 77, 8 MILES
 LG1055'NORTH OF BEATRICE, TAKE SPUR 34D EAST 1 MILE TO PICKRELL. SPUR 34D IS
 LG1055'AUSTIN ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2070 ***********************************************************************
 MK2070  DESIGNATION -  PIERCE
 MK2070  PID         -  MK2070
 MK2070  STATE/COUNTY-  NE/LANCASTER
 MK2070  USGS QUAD   -  WAHOO SE (1969)
 MK2070
 MK2070                         *CURRENT SURVEY CONTROL
 MK2070  ___________________________________________________________________
 MK2070* NAD 83(1995)-  41 01 15.90823(N)    096 30 24.43382(W)     ADJUSTED  
 MK2070* NAVD 88     -       380.     (meters)    1247.     (feet)  SCALED    
 MK2070  ___________________________________________________________________
 MK2070  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 MK2070  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 MK2070
 MK2070  HORZ ORDER  -  SECOND
 MK2070
 MK2070.The horizontal coordinates were established by classical geodetic methods
 MK2070.and adjusted by the National Geodetic Survey in August 1997..
 MK2070
 MK2070.The orthometric height was scaled from a topographic map.
 MK2070
 MK2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2070
 MK2070.The geoid height was determined by GEOID03.
 MK2070
 MK2070;                    North         East     Units Scale Factor Converg.
 MK2070;SPC NE       -   137,804.648   793,638.660   MT  0.99969416   +2 18 53.8
 MK2070;UTM  14      - 4,544,092.275   709,625.465   MT  1.00014087   +1 38 13.1
 MK2070
 MK2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2070!SPC NE       -   0.99994450  x   0.99969416  =   0.99963867
 MK2070!UTM  14      -   0.99994450  x   1.00014087  =   1.00008536
 MK2070
 MK2070|---------------------------------------------------------------------|
 MK2070| PID    Reference Object                     Distance      Geod. Az  |
 MK2070|                                                           dddmmss.s |
 MK2070| CL8137 PIERCE RM 1                          14.026 METERS 00005     |
 MK2070| CL8138 PIERCE RM 2                          14.481 METERS 18118     |
 MK2070| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.28.7 KM 2143306.9 |
 MK2070|---------------------------------------------------------------------|
 MK2070
 MK2070                          SUPERSEDED SURVEY CONTROL
 MK2070
 MK2070  NAD 83(1986)-  41 01 15.92008(N)    096 30 24.43641(W) AD(       ) 2
 MK2070  NAD 27      -  41 01 15.90953(N)    096 30 23.36542(W) AD(       ) 2
 MK2070
 MK2070.Superseded values are not recommended for survey control.
 MK2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2070.See file dsdata.txt to determine how the superseded data were derived.
 MK2070
 MK2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0962544092(NAD 83)
 MK2070_MARKER: DD = SURVEY DISK
 MK2070_SETTING: 0 = UNSPECIFIED SETTING
 MK2070
 MK2070  HISTORY     - Date     Condition        Report By
 MK2070  HISTORY     - 1967     MONUMENTED       USGS
 MK2070  HISTORY     - 1981     GOOD             LOCENG
 MK2070
 MK2070                          STATION DESCRIPTION
 MK2070
 MK2070'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2070'THE STATION IS ABOUT 1.5 MI S. AND 7.0 MI W. OF ASHLAND, AND
 MK2070'ABOUT 14.0 MI S., 6.0 MI E. OF WAHOO, T. 12 N., R. 8 E., NEAR THE
 MK2070'QUARTER COR. BETWEEN SECS. 10 AND 11, 1 FT E. OF FENCE, 792 FT S.
 MK2070'OF FENCE CORNER OF E.-W. AND N.-S. FENCE LINES.
 MK2070'
 MK2070'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2070'6TH ST. FOR 0.2 MI TO HWYS. 30A, 77, AND 92, TURN LEFT (S.) AND GO
 MK2070'0.5 MI TO HWY. JCT., CONTINUE STRAIGHT AHEAD (S.) ALONG HWY. 77
 MK2070'FOR 13.55 MI TO CROSSROADS, TURN LEFT (E.) AND GO 7.3 MI TO
 MK2070'CROSSROADS, TURN LEFT (N.) AND GO 0.55 MI TO A FIELD RD. W., TURN
 MK2070'LEFT (W.) AND GO ALONG FIELD RD. FOR 0.25 MI TO TOP OF RIDGE AND
 MK2070'FENCE LINE, TURN LEFT (S.) AND GO ALONG FENCE LINE FOR 0.15 MI
 MK2070'TO STATION ON RIGHT (W.).
 MK2070'
 MK2070'REFERENCE AZIMUTH TO STATE CAPITOL DOME IN LINCOLN.
 MK2070'
 MK2070'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED
 MK2070'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK2070'12 IN. LONG, FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2070'
 MK2070'THE STATION MARK IS STAMPED ET PIERCE 1967.
 MK2070'
 MK2070'REFERENCE MARK 1 IS N. OF THE STATION, 1 FT E. OF FENCE, 746 FT
 MK2070'S. OF FENCE CORNER, STAMPED PIERCE NO 1 1967.
 MK2070'
 MK2070'REFERENCE MARK 2 IS S. OF THE STATION, 1 FT W. OF FENCE, 839 FT S.
 MK2070'OF FENCE CORNER.  STAMPED PIERCE NO 2 1967.
 MK2070'
 MK2070'AZIMUTH MARK - NONE SET.
 MK2070
 MK2070                          STATION RECOVERY (1981)
 MK2070
 MK2070'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 MK2070'ET PIERCE 1967 RECOVERED GOOD.
 MK2070'
 MK2070'PIERCE NO. 1 1967 RECOVERED GOOD.
 MK2070'
 MK2070'PIERCE NO. 2 1967 RECOVERED GOOD.
 MK2070'
 MK2070'DESCRIPTION ADEQUATE.
 MK2070'
 MK2070'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI S AND 7.0 MI W. OF
 MK2070'ASHLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0480 ***********************************************************************
 NO0480  DESIGNATION -  PIESTER
 NO0480  PID         -  NO0480
 NO0480  STATE/COUNTY-  NE/CHERRY
 NO0480  USGS QUAD   -  CARRICO LAKES (1987)
 NO0480
 NO0480                         *CURRENT SURVEY CONTROL
 NO0480  ___________________________________________________________________
 NO0480* NAD 83(1995)-  42 21 01.61258(N)    101 37 54.46743(W)     ADJUSTED  
 NO0480* NAVD 88     -      1186.     (meters)    3891.     (feet)  SCALED    
 NO0480  ___________________________________________________________________
 NO0480  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 NO0480  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 NO0480
 NO0480  HORZ ORDER  -  SECOND
 NO0480
 NO0480.The horizontal coordinates were established by classical geodetic methods
 NO0480.and adjusted by the National Geodetic Survey in August 1997..
 NO0480
 NO0480.The orthometric height was scaled from a topographic map.
 NO0480
 NO0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0480
 NO0480.The geoid height was determined by GEOID03.
 NO0480
 NO0480;                    North         East     Units Scale Factor Converg.
 NO0480;SPC NE       -   280,742.480   365,588.025   MT  0.99976728   -1 04 53.0
 NO0480;UTM  14      - 4,692,042.272   283,233.708   MT  1.00017817   -1 46 25.1
 NO0480
 NO0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0480!SPC NE       -   0.99981697  x   0.99976728  =   0.99958429
 NO0480!UTM  14      -   0.99981697  x   1.00017817  =   0.99999511
 NO0480
 NO0480:                Primary Azimuth Mark                     Grid Az
 NO0480:SPC NE       -  PIESTER AZ MK                            045 01 54.6
 NO0480:UTM  14      -  PIESTER AZ MK                            045 43 26.7
 NO0480
 NO0480|---------------------------------------------------------------------|
 NO0480| PID    Reference Object                     Distance      Geod. Az  |
 NO0480|                                                           dddmmss.s |
 NO0480| CQ4611 PIESTER AZ MK                                      0435701.6 |
 NO0480| CQ4612 PIESTER RM 1                         15.821 METERS 12329     |
 NO0480| CQ4613 PIESTER RM 2                         17.310 METERS 25132     |
 NO0480|---------------------------------------------------------------------|
 NO0480
 NO0480                          SUPERSEDED SURVEY CONTROL
 NO0480
 NO0480  NAD 83(1986)-  42 21 01.60933(N)    101 37 54.47204(W) AD(       ) 2
 NO0480  NAD 27      -  42 21 01.65000(N)    101 37 52.87500(W) AD(       ) 2
 NO0480
 NO0480.Superseded values are not recommended for survey control.
 NO0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0480.See file dsdata.txt to determine how the superseded data were derived.
 NO0480
 NO0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM8323492042(NAD 83)
 NO0480_MARKER: DS = TRIANGULATION STATION DISK
 NO0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0480
 NO0480  HISTORY     - Date     Condition        Report By
 NO0480  HISTORY     - 1946     MONUMENTED       CGS
 NO0480
 NO0480                          STATION DESCRIPTION
 NO0480
 NO0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NO0480'LOCATED ABOUT 25 MILES AIRLINE, NORTH-NORTHEAST OF HYANNIS,
 NO0480'ABOUT 4.0 MILES AIRLINE, SOUTHEAST OF PIESTER LAKE, AND 4.6
 NO0480'MILES AIRLINE NORTH-NORTHEAST OF AYRES POST OFFICE, ON THE
 NO0480'HIGHEST POINT OF A LONG SANDY RIDGE WHICH EXTENDS IN AN EAST-WEST
 NO0480'DIRECTION.  IT IS ON THE EAST END OF THE RIDGE, ABOUT 0.1 MILE
 NO0480'EAST OF A NORTH-SOUTH FENCE LINE, 0.1 MILE NORTH OF AN EAST-WEST
 NO0480'FENCE LINE, AND 7 FEET SOUTH OF A 4-INCH SQUARE, WOODEN WITNESS
 NO0480'POST, PROJECTING 2 FEET.  IT IS STAMPED PIESTER 1946 AND
 NO0480'PROJECTS 1 FOOT.
 NO0480'
 NO0480'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE HILL AND
 NO0480'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED PIESTER
 NO0480'NO. 1 1946 AND PROJECTS 1 FOOT.
 NO0480'
 NO0480'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL AND ABOUT
 NO0480'3 FEET LOWER THAN THE STATION.  IT IS STAMPED PIESTER NO 2
 NO0480'1946 AND PROJECTS 1 FOOT.
 NO0480'
 NO0480'AZIMUTH MARK IS LOCATED ON A ROUNDED GRASSY KNOLL 0.1 MILE EAST
 NO0480'OF A RANCH HOUSE, 0.05 MILE EAST OF A NORTH-SOUTH FENCE LINE,
 NO0480'AND 0.05 MILE NORTH OF AN EAST-WEST ROAD.  IT IS STAMPED
 NO0480'PIESTER 1946 AND PROJECTS 1 FOOT.
 NO0480'
 NO0480'REACHED FROM THE CROSSROAD ON STATE HIGHWAY 2 JUST NORTH OF
 NO0480'THE SCHOOLHOUSE IN WHITMAN, GO NORTH FOR 10.7 MILES TO BRIDGE
 NO0480'OVER THE MIDDLE LOUP RIVER KEEPING LEFT ON MAIN TRAVELED ROAD,
 NO0480'AND CONTINUE NORTH FOR 3.2 MILES TO AUTO GATE.  TAKE RIGHT FORK
 NO0480'FOR 2.35 MILES TO FORKS, KEEP LEFT FORK STRAIGHT AHEAD FOR
 NO0480'0.75 MILE TO AUTO GATE AND T-ROAD LEFT.  TURN LEFT, WEST, FOR
 NO0480'2.05 MILES TO FORKS AND A SCHOOLHOUSE TO THE NORTH, TAKE RIGHT
 NO0480'FORK FOR 0.5 MILE TO FORKS, KEEP LEFT, NORTHWEST, FOR 1.3
 NO0480'MILES CROSSING TWO AUTO GATES.  CONTINUE NORTH FOR 0.75 MILE
 NO0480'PASSING THROUGH RANCH YARD, KEEP MAIN ROAD FOR 0.4 MILE TO
 NO0480'FORKS, TAKE RIGHT FORK FOR 0.95 MILE TO REVERSE Y-FORKS AND
 NO0480'AUTO GATE.  CONTINUE NORTH FOR 3.0 MILES TO RANCH, THEN
 NO0480'WESTERLY 0.3 MILE TO FORKS.  TAKE RIGHT FORK OVER HILL FOR 1.4
 NO0480'MILES TO FORKS, TAKE LEFT FORK, WEST, PASSING SOUTH OF
 NO0480'LAKE, FOR 3.1 MILES TO THE AZIMUTH MARK, 0.05 MILE TO THE
 NO0480'NORTH.  GO THROUGH WIRE GATE, JUST SOUTH OF RANCH HOUSE, AND
 NO0480'CONTINUE WEST FOR 1.15 MILES.  HERE, TURN SOUTH, LEAVING
 NO0480'MAIN ROAD, FOR 0.2 MILE TO WIRE GATE.  PASS THROUGH GATE AND
 NO0480'GO SOUTH-SOUTHEASTERLY UP STEEP SLOPES FOR 0.7 MILE TO A
 NO0480'NORTH-SOUTH FENCE LINE.  FROM HERE, GO 0.1 MILE EAST TO
 NO0480'THE HIGHEST POINT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0788 ***********************************************************************
 NN0788  DESIGNATION -  PINE
 NN0788  PID         -  NN0788
 NN0788  STATE/COUNTY-  NE/BROWN
 NN0788  USGS QUAD   -  BASSETT NW (1950)
 NN0788
 NN0788                         *CURRENT SURVEY CONTROL
 NN0788  ___________________________________________________________________
 NN0788* NAD 83(1995)-  42 38 51.54780(N)    099 40 57.09691(W)     ADJUSTED  
 NN0788* NAVD 88     -       718.     (meters)    2356.     (feet)  SCALED    
 NN0788  ___________________________________________________________________
 NN0788  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 NN0788  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 NN0788
 NN0788  HORZ ORDER  -  SECOND
 NN0788
 NN0788.The horizontal coordinates were established by classical geodetic methods
 NN0788.and adjusted by the National Geodetic Survey in August 1997..
 NN0788
 NN0788.The orthometric height was scaled from a topographic map.
 NN0788
 NN0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0788
 NN0788.The geoid height was determined by GEOID03.
 NN0788
 NN0788;                    North         East     Units Scale Factor Converg.
 NN0788;SPC NE       -   312,529.870   526,030.722   MT  0.99985756   +0 12 37.4
 NN0788;UTM  14      - 4,721,914.148   444,051.424   MT  0.99963851   -0 27 44.7
 NN0788
 NN0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0788!SPC NE       -   0.99989100  x   0.99985756  =   0.99974858
 NN0788!UTM  14      -   0.99989100  x   0.99963851  =   0.99952955
 NN0788
 NN0788|---------------------------------------------------------------------|
 NN0788| PID    Reference Object                     Distance      Geod. Az  |
 NN0788|                                                           dddmmss.s |
 NN0788| CO3479 PINE RM 1                            19.964 METERS 11326     |
 NN0788| NN0781 BASSETT MUNICIPAL TANK              APPROX.13.7 KM 1191728.8 |
 NN0788| CO3478 PINE AZ MK                                         1411220.9 |
 NN0788| CO3480 PINE RM 2                            19.608 METERS 24018     |
 NN0788|---------------------------------------------------------------------|
 NN0788
 NN0788                          SUPERSEDED SURVEY CONTROL
 NN0788
 NN0788  NAD 83(1986)-  42 38 51.55466(N)    099 40 57.10928(W) AD(       ) 2
 NN0788  NAD 27      -  42 38 51.55200(N)    099 40 55.67600(W) AD(       ) 2
 NN0788
 NN0788.Superseded values are not recommended for survey control.
 NN0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0788.See file dsdata.txt to determine how the superseded data were derived.
 NN0788
 NN0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4405121914(NAD 83)
 NN0788_MARKER: DS = TRIANGULATION STATION DISK
 NN0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0788
 NN0788  HISTORY     - Date     Condition        Report By
 NN0788  HISTORY     - 1949     MONUMENTED       CGS
 NN0788
 NN0788                          STATION DESCRIPTION
 NN0788
 NN0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0788'THE STATION IS ON THE EAST RIM OF A CANYON OVER LOOKING PINE
 NN0788'CREEK TO THE WEST.  IT IS ABOUT 9.0 MILES NORTHWEST OF BASSETT,
 NN0788'8.0 MILES NORTH OF LONG PINE, 70.0 FEET EAST OF WHERE THE RIDGE
 NN0788'BREAKS SHARPLY TO THE WEST, 37.0 FEET WEST OF THE HIGHEST
 NN0788'PART OF RIDGE, 25.0 FEET SOUTH-SOUTHWEST OF A LONE PINE TREE,
 NN0788'AND 3.0 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 5 INCHES
 NN0788'AND IS STAMPED, PINE 1949.
 NN0788'
 NN0788'REFERENCE MARK NO. 1 IS ABOUT 2.5 FEET BELOW THE ELEVATION
 NN0788'OF THE STATION.  IT PROJECTS 5 INCHES AND IS STAMPED, PINE
 NN0788'NO 1 1949.
 NN0788'
 NN0788'REFERENCE MARK NO. 2 IS ABOUT 10.0 FEET BELOW THE ELEVATION
 NN0788'OF THE STATION.  IT IS ON THE WEST SLOPE OF THE RIDGE, PROJECTS
 NN0788'6 INCHES AND IS STAMPED, PINE NO 2 1949.
 NN0788'
 NN0788'AZIMUTH MARK IS 42 FEET WEST OF THE CENTER OF A ROAD, 1.0
 NN0788'FOOT NORTH OF A FENCE,AND 1.0 FOOT EAST OF A WITNESS POST.
 NN0788'IT PROJECTS 4 INCHES AND IS STAMPED, PINE 1949.
 NN0788'
 NN0788'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NN0788'20 AND STATE HIGHWAY NO. 55, 0.75 MILE NORTH OF LONG PINE,
 NN0788'GO EAST ON U.S. HIGHWAY NO. 20 FOR 1.35 MILES TO A CROSSROAD,
 NN0788'JUST BEFORE REACHING AN OVERPASS AND A SIGN ON THE LEFT PINE
 NN0788'CREEK CAMP MEETING, TURN LEFT AND GO NORTH ON GRADED ROAD
 NN0788'FOR 6.4 MILES TO ENTRANCE TO PINE CREEK RANCH ON THE LEFT,
 NN0788'CONTINUE STRAIGHT AHEAD, NORTH, FOR 0.9 MILE TO A T-ROAD
 NN0788'LEFT, AZIMUTH MARK ON THE LEFT AS DESCRIBED, TURN LEFT AND
 NN0788'GO WEST 200 FEET, TURN RIGHT AND GO NORTH ALONG THE WEST
 NN0788'EDGE OF A MEADOW AND THE EAST EDGE OF BLUFF OF PINE CREEK
 NN0788'FOR 0.5 MILE TO THE STATION.
 NN0788'
 NN0788'AN 87 FOOT SIGNAL AT LAMB 1934 AND AINSWORTH ARE VISIBLE
 NN0788'AT 37 FEET.
 NN0788'
 NN0788'A 4 FOOT SIGNAL AT BASSETT 1934, LONG PINE, AND MID ARE
 NN0788'VISIBLE AT 37 FEET.
 NN0788'
 NN0788'A 74 FOOT SIGNAL AT HIGHLAND IS VISIBLE AT 37 FEET.
 NN0788'
 NN0788'A 4 FOOT SIGNAL AT MEADVILLE, CUBA, AND RIVERVIEW ARE VISIBLE
 NN0788'AT 37 FEET.
 NN0788'
 NN0788'A 74 FOOT SIGNAL AT PAT AND PROSSER ARE VISIBLE AT 37 FEET.
 NN0788'
 NN0788'AN 87 FOOT SIGNAL AT WYMAN IS VISIBLE AT 37 FEET.
 NN0788'
 NN0788'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1817 ***********************************************************************
 NM1817  DESIGNATION -  PIT
 NM1817  PID         -  NM1817
 NM1817  STATE/COUNTY-  NE/KNOX
 NM1817  USGS QUAD   -  TABOR SE (1968)
 NM1817
 NM1817                         *CURRENT SURVEY CONTROL
 NM1817  ___________________________________________________________________
 NM1817* NAD 83(1995)-  42 47 52.54224(N)    097 31 02.70232(W)     ADJUSTED  
 NM1817* NAVD 88     -       456.24   (+/-2cm)    1496.8    (feet)  VERTCON   
 NM1817  ___________________________________________________________________
 NM1817  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 NM1817  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 NM1817
 NM1817  HORZ ORDER  -  SECOND
 NM1817  VERT ORDER  -  THIRD ? (See Below)
 NM1817
 NM1817.The horizontal coordinates were established by classical geodetic methods
 NM1817.and adjusted by the National Geodetic Survey in August 1997..
 NM1817
 NM1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1817.The vertical order pertains to the NGVD 29 superseded value.
 NM1817
 NM1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1817
 NM1817.The geoid height was determined by GEOID03.
 NM1817
 NM1817;                    North         East     Units Scale Factor Converg.
 NM1817;SPC NE       -   332,089.333   703,048.845   MT  0.99991360   +1 38 42.7
 NM1817;SPC SD S     -    55,517.971   830,321.362   MT  1.00000857   +1 56 33.2
 NM1817;SPC SD S     -   182,145.21  2,724,146.00   sFT  1.00000857   +1 56 33.2
 NM1817;UTM  14      - 4,739,441.333   621,239.180   MT  0.99978084   +1 00 26.7
 NM1817
 NM1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1817!SPC NE       -   0.99993246  x   0.99991360  =   0.99984606
 NM1817!SPC SD S     -   0.99993246  x   1.00000857  =   0.99994103
 NM1817!UTM  14      -   0.99993246  x   0.99978084  =   0.99971331
 NM1817
 NM1817:                Primary Azimuth Mark                     Grid Az
 NM1817:SPC NE       -  PIT AZ MK                                001 09 39.8
 NM1817:SPC SD S     -  PIT AZ MK                                000 51 49.3
 NM1817:UTM  14      -  PIT AZ MK                                001 47 55.8
 NM1817
 NM1817|---------------------------------------------------------------------|
 NM1817| PID    Reference Object                     Distance      Geod. Az  |
 NM1817|                                                           dddmmss.s |
 NM1817| CO3483 PIT AZ MK                                          0024822.5 |
 NM1817| NM1879 STATE HOSP TK NEAR YANKTON          APPROX.15.7 KM 0350221.2 |
 NM1817| NM1865 YANKTON SAC HEART HOSP TANK         APPROX.12.1 KM 0464415.6 |
 NM1817| CO3484 PIT RM 1                             28.330 METERS 14335     |
 NM1817| NM1753 CROFTON MUNICIPAL STANDPIPE         APPROX. 7.5 KM 1685828.7 |
 NM1817| CO3485 PIT RM 2                             34.851 METERS 22741     |
 NM1817|---------------------------------------------------------------------|
 NM1817
 NM1817                          SUPERSEDED SURVEY CONTROL
 NM1817
 NM1817  NAD 83(1986)-  42 47 52.55053(N)    097 31 02.69552(W) AD(       ) 2
 NM1817  NAD 27      -  42 47 52.55600(N)    097 31 01.46500(W) AD(       ) 2
 NM1817  NGVD 29 (07/19/86)  456.03   (m)         1496.2    (f) LEVELING    3  
 NM1817
 NM1817.Superseded values are not recommended for survey control.
 NM1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1817.See file dsdata.txt to determine how the superseded data were derived.
 NM1817
 NM1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2123939441(NAD 83)
 NM1817_MARKER: P = PIPE CAP
 NM1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1817
 NM1817  HISTORY     - Date     Condition        Report By
 NM1817  HISTORY     - 1948     MONUMENTED       MORC
 NM1817
 NM1817                          STATION DESCRIPTION
 NM1817
 NM1817'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (MEW)
 NM1817'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH AND 6.5 MILES
 NM1817'WEST OF YANKTON, 5.0 MILES NORTH AND 1.0 MILE WEST OF CROFTON
 NM1817'AND ABOUT 0.15 MILE SOUTHEAST OF MR. MORMANNS HOUSE.  IT
 NM1817'IS 76 FEET NORTH OF THE EAST-WEST FENCE LINE AND 59 FEET
 NM1817'WEST OF THE NORTH-SOUTH PASTURE FENCE LINE.  THE MARK IS A
 NM1817'1-1/2 INCH PIPE (WITH CAP) SET IN A 10X10 INCH CONCRETE
 NM1817'BLOCK.  THE PIPE PROJECTS 4 INCHES AND PIT IS STAMPED IN THE
 NM1817'CONCRETE BLOCK.
 NM1817'
 NM1817'REFERENCE MARK NO. 1 IS 92.95 FEET SOUTHEAST OF THE STATION,
 NM1817'IN THE FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND THE
 NM1817'DISK IS STAMPED PIT MRC NO 1 1948.
 NM1817'
 NM1817'REFERENCE MARK NO. 2 IS 114.34 FEET SOUTHWEST OF THE STATION,
 NM1817'IN THE FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 NM1817'IS STAMPED PIT MRC NO 2 1948.
 NM1817'
 NM1817'AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE STATION, 32 FEET
 NM1817'SOUTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET SOUTHWEST OF
 NM1817'A WITNESS POST AND IN THE SOUTHWEST CORNER OF A T FENCE
 NM1817'CORNER.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 NM1817'PIT MRC 1948.
 NM1817'
 NM1817'TO REACH FROM THE SOUTH END OF THE YANKTON BRIDGE, GO SOUTH
 NM1817'ON HIGHWAY 81 FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY
 NM1817'15 WITH U.S. HIGHWAY 81, TURN RIGHT (WEST) ON HIGHWAY 81
 NM1817'FOR 7.95 MILES TO CROSSROADS, TURN RIGHT (WEST) FOR 0.65
 NM1817'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON WEST FOR
 NM1817'0.15 MILE TO DRIVEWAY ON THE LEFT, TURN LEFT ON DRIVEWAY
 NM1817'PASSING BETWEEN HOUSE AND BARN TO A GATE ABOUT 200 FEET
 NM1817'SOUTHEAST OF THE HOUSE, PASS THROUGH GATE IN TO PASTURE AND
 NM1817'GO SOUTHEAST 0.15 MILE TO THE HIGHEST POINT AND TO STATION.
 NM1817'
 NM1817'ALL STATIONS ARE V.G.
 NM1817'
 NM1817'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0808 ***********************************************************************
 LG0808  DESIGNATION -  PLACEK
 LG0808  PID         -  LG0808
 LG0808  STATE/COUNTY-  NE/SALINE
 LG0808  USGS QUAD   -  SWANTON (1961)
 LG0808
 LG0808                         *CURRENT SURVEY CONTROL
 LG0808  ___________________________________________________________________
 LG0808* NAD 83(1995)-  40 24 08.36287(N)    097 06 12.33940(W)     ADJUSTED  
 LG0808* NAVD 88     -       437.     (meters)    1434.     (feet)  SCALED    
 LG0808  ___________________________________________________________________
 LG0808  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LG0808  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0808
 LG0808  HORZ ORDER  -  FIRST
 LG0808
 LG0808.The horizontal coordinates were established by classical geodetic methods
 LG0808.and adjusted by the National Geodetic Survey in August 1997..
 LG0808
 LG0808.The orthometric height was scaled from a topographic map.
 LG0808
 LG0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0808
 LG0808.The geoid height was determined by GEOID03.
 LG0808
 LG0808;                    North         East     Units Scale Factor Converg.
 LG0808;SPC NE       -    67,293.825   745,806.956   MT  0.99984230   +1 55 10.4
 LG0808;UTM  14      - 4,474,139.515   660,941.497   MT  0.99991885   +1 13 46.3
 LG0808
 LG0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0808!SPC NE       -   0.99993564  x   0.99984230  =   0.99977795
 LG0808!UTM  14      -   0.99993564  x   0.99991885  =   0.99985450
 LG0808
 LG0808|---------------------------------------------------------------------|
 LG0808| PID    Reference Object                     Distance      Geod. Az  |
 LG0808|                                                           dddmmss.s |
 LG0808| CN9458 PLACEK RM 1                          24.651 METERS 04202     |
 LG0808| LG0809 SWANTON MUNICIPAL TANK              APPROX. 3.1 KM 1360034.6 |
 LG0808| LG1094 PLYMOUTH MUNICIPAL TANK             APPROX.14.9 KM 1383107.4 |
 LG0808| CN9459 PLACEK RM 2                          30.690 METERS 18009     |
 LG0808| LG0816 WESTERN ST JOHANNIS CH SPIRE        APPROX. 7.8 KM 2602107.9 |
 LG0808| CN9457 PLACEK AZ MK                                       3070007.2 |
 LG0808|---------------------------------------------------------------------|
 LG0808
 LG0808                          SUPERSEDED SURVEY CONTROL
 LG0808
 LG0808  NAD 83(1986)-  40 24 08.37010(N)    097 06 12.33860(W) AD(       ) 1
 LG0808  NAD 27      -  40 24 08.36100(N)    097 06 11.21500(W) AD(       ) 1
 LG0808
 LG0808.Superseded values are not recommended for survey control.
 LG0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0808.See file dsdata.txt to determine how the superseded data were derived.
 LG0808
 LG0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6094174140(NAD 83)
 LG0808_MARKER: DS = TRIANGULATION STATION DISK
 LG0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0808
 LG0808  HISTORY     - Date     Condition        Report By
 LG0808  HISTORY     - 1935     MONUMENTED       CGS
 LG0808  HISTORY     - 1947     GOOD             CGS
 LG0808  HISTORY     - 1961     SEE DESCRIPTION  USGS
 LG0808
 LG0808                          STATION DESCRIPTION
 LG0808
 LG0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0808'STATION IS LOCATED IN NORTHWEST QUARTER SEC. 16, T. 5 N., R. 3 E.,
 LG0808'ABOUT 5 MILES EAST OF WESTERN, 1-1/4 MILES WEST AND 1-1/2 MILES
 LG0808'NORTH OF SWANTON, ON A LOW RIDGE BETWEEN TWO CREEKS.  IT IS
 LG0808'1-1/2 MILES WEST OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0808'
 LG0808'TO REACH FROM WESTERN POST OFFICE, GO EAST FOR 5 MILES TO
 LG0808'CROSSROADS, TURN LEFT (NORTH) AND GO 0.6 MILE TO TOP OF RIDGE.
 LG0808'MARK IS SET IN NORTH-SOUTH FENCE LINE, 24 FEET WEST OF CENTERLINE
 LG0808'OF NORTH-SOUTH ROAD.
 LG0808'
 LG0808'REFERENCE MARK NO. 1 IS 80.90 FEET (24.658 METERS) NORTHEAST
 LG0808'OF STATION IN FENCE LINE, AND 24 FEET EAST OF CENTERLINE OF
 LG0808'NORTH-SOUTH ROAD.
 LG0808'
 LG0808'REFERENCE MARK NO. 2 IS 100.72 FEET (30.698 METERS) SOUTH OF
 LG0808'STATION IN FENCE LINE, AND 24 FEET WEST OF CENTERLINE OF
 LG0808'NORTH-SOUTH ROAD.
 LG0808'
 LG0808'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE NORTHWEST OF STATION.
 LG0808'TO REACH, GO NORTH 0.5 MILE TO CROSS ROAD, TURN LEFT (WEST) AND
 LG0808'GO 0.5 MILE.  MARK IS SET IN EAST-WEST FENCE, AND 25 FEET NORTH
 LG0808'OF CENTERLINE OF EAST-WEST ROAD.
 LG0808'
 LG0808'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LG0808
 LG0808                          STATION RECOVERY (1947)
 LG0808
 LG0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0808'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 LG0808'GOOD CONDITION.  A DIRECTION TO THE AZIMUTH MARK WAS NOT TAKEN
 LG0808'AT THIS TIME DUE TO THE FIELD OF TALL CORN BETWEEN THE TWO
 LG0808'POINTS.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 LG0808'
 LG0808'THE STATION IS LOCATED ABOUT 5 MILES EAST OF WESTERN AND 2 MILES
 LG0808'NORTHWEST OF STANTON, ON A LOW RIDGE AT THE EAST EDGE OF A
 LG0808'CULTIVATED FIELD.  IT IS IN A NORTH-SOUTH FENCE LINE, 27 FEET
 LG0808'WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD AND 1 FOOT
 LG0808'NORTHWEST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING
 LG0808'2.5 FEET.  IT IS STAMPED PLACEK 1935 AND
 LG0808'PROJECTS 6 INCHES.
 LG0808'
 LG0808'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY AND 28.5
 LG0808'FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 1 FOOT WEST
 LG0808'OF A NORTH-SOUTH FENCE LINE AND 10 FEET NORTH OF A TELEPHONE
 LG0808'POLE.  IT IS STAMPED PLACEK NO 1 1935 AND PROJECTS 1 FOOT.
 LG0808'
 LG0808'REFERENCE MARK NO. 2 IS AT THE EAST EDGE OF A CULTIVATED
 LG0808'FIELD, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE, 12.5 FEET
 LG0808'SOUTH-SOUTHEAST OF A POWER LINE POLE AND 27.5 FEET WEST OF
 LG0808'THE CENTER OF A NORTH-SOUTH DIRT ROAD.  IT IS STAMPED PLACEK
 LG0808'NO 2 1935 AND PROJECTS 10 INCHES.
 LG0808'
 LG0808'THE AZIMUTH IS ON THE RIGHT-OF-WAY AND 25 FEET NORTH OF THE
 LG0808'CENTER OF AN EAST-WEST DIRT ROAD, 2 FEET SOUTH OF AN EAST-WEST
 LG0808'FENCE LINE AND 2.5 FEET SOUTHEAST OF A T FENCE CORNER.  IT IS
 LG0808'STAMPED PLACEK 1935 AND PROJECTS 10 INCHES.
 LG0808'
 LG0808'TO REACH THE STATION FROM THE POST OFFICE IN WESTERN, GO EAST FOR
 LG0808'5 MILES TO A CROSSROAD, TURN LEFT, NORTH, AND GO 0.6 MILE TO THE
 LG0808'MARK ON THE LEFT AS DESCRIBED.
 LG0808'
 LG0808'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.5
 LG0808'MILE TO A CROSSROAD, TURN LEFT, WEST, AND GO 0.5 MILE TO THE
 LG0808'MARK ON THE RIGHT AS DESCRIBED.
 LG0808'
 LG0808'AN 87 FOOT SIGNAL AT ZALESKY 1935 IS V.G.
 LG0808'
 LG0808'A 74 FOOT SIGNAL AT PLUMMER IS VISIBLE AT 20 FEET.
 LG0808'
 LG0808'A 74 FOOT SIGNAL AT PLYMOUTH IS V.G.
 LG0808'
 LG0808'A 74 FOOT SIGNAL AT GIBSON 1935 IS V.G.
 LG0808
 LG0808                          STATION RECOVERY (1961)
 LG0808
 LG0808'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LG0808'STATION AND R.M. 2 DESTROYED DUE TO ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0618 ***********************************************************************
 MN0618  DESIGNATION -  PLAIN
 MN0618  PID         -  MN0618
 MN0618  STATE/COUNTY-  NE/KIMBALL
 MN0618  USGS QUAD   -  BUSHNELL SW (1972)
 MN0618
 MN0618                         *CURRENT SURVEY CONTROL
 MN0618  ___________________________________________________________________
 MN0618* NAD 83(1995)-  41 02 50.40332(N)    103 54 16.29679(W)     ADJUSTED  
 MN0618* NAVD 88     -      1601.     (meters)    5253.     (feet)  SCALED    
 MN0618  ___________________________________________________________________
 MN0618  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 MN0618  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 MN0618
 MN0618  HORZ ORDER  -  SECOND
 MN0618
 MN0618.The horizontal coordinates were established by classical geodetic methods
 MN0618.and adjusted by the National Geodetic Survey in August 1997..
 MN0618
 MN0618.The orthometric height was scaled from a topographic map.
 MN0618
 MN0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0618
 MN0618.The geoid height was determined by GEOID03.
 MN0618
 MN0618;                    North         East     Units Scale Factor Converg.
 MN0618;SPC NE       -   142,194.947   171,940.204   MT  0.99969041   -2 35 15.1
 MN0618;SPC CO N     -   496,326.102 1,048,541.117   MT  1.00005352   +1 01 51.2
 MN0618;SPC CO N     - 1,628,363.22  3,440,088.65   sFT  1.00005352   +1 01 51.2
 MN0618;SPC WY E     -    61,544.955   306,108.925   MT  1.00007603   +0 49 44.0
 MN0618;UTM  13      - 4,544,589.639   592,065.807   MT  0.99970432   +0 43 09.9
 MN0618
 MN0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0618!SPC NE       -   0.99975186  x   0.99969041  =   0.99944235
 MN0618!SPC CO N     -   0.99975186  x   1.00005352  =   0.99980537
 MN0618!SPC WY E     -   0.99975186  x   1.00007603  =   0.99982787
 MN0618!UTM  13      -   0.99975186  x   0.99970432  =   0.99945625
 MN0618
 MN0618:                Primary Azimuth Mark                     Grid Az
 MN0618:SPC NE       -  PLAIN AZ MK                              092 28 06.4
 MN0618:SPC CO N     -  PLAIN AZ MK                              088 51 00.1
 MN0618:SPC WY E     -  PLAIN AZ MK                              089 03 07.3
 MN0618:UTM  13      -  PLAIN AZ MK                              089 09 41.4
 MN0618
 MN0618|---------------------------------------------------------------------|
 MN0618| PID    Reference Object                     Distance      Geod. Az  |
 MN0618|                                                           dddmmss.s |
 MN0618| CP7951 PLAIN AZ MK                                        0895251.3 |
 MN0618| CP7952 PLAIN RM 1                           23.995 METERS 09033     |
 MN0618| CP7953 PLAIN RM 2                           17.139 METERS 26941     |
 MN0618|---------------------------------------------------------------------|
 MN0618
 MN0618                          SUPERSEDED SURVEY CONTROL
 MN0618
 MN0618  NAD 83(1995)-  41 02 50.40310(N)    103 54 16.29674(W) AD(       ) 2
 MN0618  NAD 83(1995)-  41 02 50.39900(N)    103 54 16.29493(W) AD(       ) 2
 MN0618  NAD 83(1986)-  41 02 50.39815(N)    103 54 16.29489(W) AD(       ) 2
 MN0618  NAD 27      -  41 02 50.45730(N)    103 54 14.48840(W) AD(       ) 2
 MN0618
 MN0618.Superseded values are not recommended for survey control.
 MN0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0618.See file dsdata.txt to determine how the superseded data were derived.
 MN0618
 MN0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9206644590(NAD 83)
 MN0618_MARKER: DS = TRIANGULATION STATION DISK
 MN0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0618
 MN0618  HISTORY     - Date     Condition        Report By
 MN0618  HISTORY     - 1960     MONUMENTED       CGS
 MN0618  HISTORY     - 1963     GOOD             CGS
 MN0618
 MN0618                          STATION DESCRIPTION
 MN0618
 MN0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MN0618'THE STATION IS LOCATED, AIRLINE, ABOUT 12-1/2 MILES SOUTH AND
 MN0618'3/4 MILE WEST OF BUSHNELL, ON THE RIGHT-OF-WAY OF AN EAST-WEST
 MN0618'SECTION LINE ROAD.  IT IS IN THE SW 1/4 OF SEC. 31, T. 13 N.,
 MN0618'R. 57 W.
 MN0618'
 MN0618'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BUSHNELL,
 MN0618'GO WEST ON U.S. HIGHWAY 30 FOR 0.1 MILE.  TURN LEFT OFF THE
 MN0618'HIGHWAY AT THE CROSS-ROAD AND GO SOUTH ON THE GRADED ROAD FOR
 MN0618'12.5 MILES.  TURN RIGHT AT THE T-ROAD AND GO WEST FOR 0.65 MILE
 MN0618'TO THE STATION ON THE RIGHT, NORTH SIDE.
 MN0618'
 MN0618'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.4 MILE
 MN0618'TO THE AZIMUTH MARK ON THE LEFT, NORTH SIDE.
 MN0618'
 MN0618'THE STATION IS A STANDARD DISK STAMPED PLAIN 1960 SET IN TOP
 MN0618'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 MN0618'INCHES ABOVE THE GROUND.  IT IS 27 FEET NORTH OF THE CENTER
 MN0618'OF A ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MN0618'
 MN0618'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PLAIN NO
 MN0618'1 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MN0618'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 MN0618'ELEVATION AS THE STATION.  IT IS 27 FEET NORTH OF THE CENTER
 MN0618'OF A ROAD AND 15 INCHES SOUTH OF AN EAST-WEST FENCE LINE.
 MN0618'
 MN0618'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PLAIN NO
 MN0618'2 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MN0618'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 MN0618'ELEVATION AS THE STATION.  IT IS 27 FEET NORTH OF THE CENTER
 MN0618'OF A ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MN0618'
 MN0618'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PLAIN 1960 SET
 MN0618'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MN0618'ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 87 FEET NORTHEAST OF
 MN0618'THE CENTER OF A T-ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 MN0618'LINE.
 MN0618'
 MN0618'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 MN0618
 MN0618                          STATION RECOVERY (1963)
 MN0618
 MN0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0618'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 MN0618'DESCRIPTION FOLLOWS--
 MN0618'
 MN0618'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH OF BUSHNELL,
 MN0618'IN THE SW 1/4 OF SEC. 31 T13N R57W, AND ON ROAD RIGHT-OF-WAY
 MN0618'PROPERTY.
 MN0618'
 MN0618'TO REACH THE STATION FROM THE POST OFFICE IN BUSHNELL, GO
 MN0618'WEST ONE BLOCK, TURN LEFT AND GO SOUTH FOR 0.2 MILE TO U.S.
 MN0618'HIGHWAY 30.  CONTINUE AHEAD, SOUTH, ON THE GRAVELED ROAD FOR
 MN0618'12.3 MILES TO A POINT WHERE THE ROAD TURNS WEST.  TURN RIGHT
 MN0618'AND GO WEST FOR 0.2 MILE TO A T-ROAD TO THE LEFT AND THE AZIMUTH
 MN0618'MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD.  CONTINUE AHEAD,
 MN0618'WEST, FOR 0.4 MILE TO THE STATION ON THE RIGHT, NORTH, SIDE OF
 MN0618'THE ROAD.
 MN0618'
 MN0618'THE STATION MARK, STAMPED PLAIN 1960, IS A STANDARD DISK SET
 MN0618'IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 MN0618'2 INCHES.  IT IS 34 FEET NORTH OF THE CENTER OF THE ROAD, 5.8
 MN0618'FEET WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
 MN0618'
 MN0618'REFERENCE MARK NO. 1, STAMPED PLAIN NO 1 1960, IS A STANDARD
 MN0618'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 MN0618'PROJECTS 2 INCHES.  IT IS 34 FEET NORTH OF THE CENTER OF THE
 MN0618'ROAD, 73.1 FEET EAST OF THE WITNESS POST, AND 1 FOOT SOUTH
 MN0618'OF A FENCE.
 MN0618'
 MN0618'REFERENCE MARK NO. 2, STAMPED PLAIN NO 2 1960, IS A STANDARD
 MN0618'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 MN0618'PROJECTS 3 INCHES.  IT IS 61.9 FEET WEST OF THE WITNESS POST,
 MN0618'34 FEET NORTH OF THE CENTER OF THE ROAD, AND 1 FOOT SOUTH OF
 MN0618'A FENCE.
 MN0618'
 MN0618'THE AZIMUTH MARK, STAMPED PLAIN 1960, IS A STANDARD DISK SET
 MN0618'IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS 4
 MN0618'INCHES.  IT IS 39 FEET NORTH OF THE CENTER OF THE ROAD, 2.1
 MN0618'FEET EAST-NORTHEAST OF A WITNESS POST, AND 1 FOOT NORTH OF A
 MN0618'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0409 ***********************************************************************
 MM0409  DESIGNATION -  PLATTE
 MM0409  PID         -  MM0409
 MM0409  STATE/COUNTY-  NE/LINCOLN
 MM0409  USGS QUAD   -  NORTH PLATTE EAST (1983)
 MM0409
 MM0409                         *CURRENT SURVEY CONTROL
 MM0409  ___________________________________________________________________
 MM0409* NAD 83(1995)-  41 12 16.86354(N)    100 39 42.48781(W)     ADJUSTED  
 MM0409* NAVD 88     -       952.2    (meters)    3124.     (feet)  VERTCON   
 MM0409  ___________________________________________________________________
 MM0409  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 MM0409  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 MM0409
 MM0409  HORZ ORDER  -  FIRST
 MM0409
 MM0409.The horizontal coordinates were established by classical geodetic methods
 MM0409.and adjusted by the National Geodetic Survey in August 1997..
 MM0409
 MM0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0409
 MM0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0409
 MM0409.The geoid height was determined by GEOID03.
 MM0409
 MM0409;                    North         East     Units Scale Factor Converg.
 MM0409;SPC NE       -   152,467.501   444,510.492   MT  0.99967233   -0 26 18.9
 MM0409;UTM  14      - 4,562,810.607   360,670.527   MT  0.99983892   -1 05 41.6
 MM0409
 MM0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0409!SPC NE       -   0.99985413  x   0.99967233  =   0.99952651
 MM0409!UTM  14      -   0.99985413  x   0.99983892  =   0.99969307
 MM0409
 MM0409|---------------------------------------------------------------------|
 MM0409| PID    Reference Object                     Distance      Geod. Az  |
 MM0409|                                                           dddmmss.s |
 MM0409| CN9466 PLATTE RM 1                         134.760 METERS 00816     |
 MM0409| CN9468 PLATTE RM 3 AZIMUTH                                0825815.4 |
 MM0409| CN9467 PLATTE RM 2                          15.865 METERS 11635     |
 MM0409| MM0407 NORTH PLATTE MUN PWR PLANT STK      APPROX. 9.3 KM 2242201.6 |
 MM0409| MM0406 TANK NEAR CHIM E OF N PLATTE        APPROX. 9.3 KM 2242757.1 |
 MM0409| MM0416 NORTH PLATTE PUB SERV CO CHIM       APPROX.10.7 KM 2263450.2 |
 MM0409| MM0414 N PLATTE PAWNEE HOTEL PENTHSE       APPROX.11.2 KM 2280425.2 |
 MM0409| MM0413 NORTH PLATTE POST OFFICE CHIM       APPROX.11.4 KM 2284331.7 |
 MM0409| MM0419 NORTH PLATTE HIGH SCHOOL CHIM       APPROX.12.3 KM 2311449.0 |
 MM0409| MM0405 N PLATTE STATE POLICE RAD MAST      APPROX. 7.5 KM 2574258.2 |
 MM0409| MM0455 HERSHEY WATER TK=AIRWAY BN 62       APPROX.29.2 KM 2600355.8 |
 MM0409|---------------------------------------------------------------------|
 MM0409
 MM0409                          SUPERSEDED SURVEY CONTROL
 MM0409
 MM0409  NAD 83(1986)-  41 12 16.86884(N)    100 39 42.49532(W) AD(       ) 1
 MM0409  NAD 27      -  41 12 16.87313(N)    100 39 40.98605(W) AD(       ) 1
 MM0409  NGVD 29 (07/19/86)  951.9    (m)         3123.     (f) VERT ANG       
 MM0409
 MM0409.Superseded values are not recommended for survey control.
 MM0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0409.See file dsdata.txt to determine how the superseded data were derived.
 MM0409
 MM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL6067162811(NAD 83)
 MM0409_MARKER: DS = TRIANGULATION STATION DISK
 MM0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0409
 MM0409  HISTORY     - Date     Condition        Report By
 MM0409  HISTORY     - 1933     MONUMENTED       CGS
 MM0409  HISTORY     - 1951     GOOD             CGS
 MM0409  HISTORY     - 1967     GOOD             NEDR
 MM0409  HISTORY     - 1977     GOOD             LOCENG
 MM0409
 MM0409                          STATION DESCRIPTION
 MM0409
 MM0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0409'ABOUT 7 MILES NORTHEAST OF NORTH PLATTE IN NORTHEAST QUARTER SEC. 8,
 MM0409'T. 14 N., R. 29 W., ON SUMMIT OF SAND HILL IN PASTURE.
 MM0409'
 MM0409'REACHED FROM NORTH PLATTE VIA STATE HIGHWAY 16, NORTH AND
 MM0409'EAST, 3.7 MILES, THENCE KEEP STRAIGHT EAST 1.2 MILES, THENCE
 MM0409'NORTHEAST ON MAIN TRAIL 4.0 MILES TO WHERE ROAD TURNS EAST ON
 MM0409'SECTION LINE AT FENCE CORNER.  AZIMUTH MARK IS AT THIS CORNER.
 MM0409'TURN WEST ALONG SOUTH SIDE OF FENCE 0.4 MILE TO GATE, THENCE
 MM0409'SOUTHWEST ACROSS PASTURE 0.3 MILE TO STATION.  TRUCK TO STATION.
 MM0409'STATION IS ON HIGHEST POINT OF PROMINENT SAND HILL.
 MM0409'
 MM0409'REFERENCE MARK NO. 1 IS NORTH OF STATION ON SUMMIT
 MM0409'OF A SAND KNOLL.
 MM0409'
 MM0409'REFERENCE MARK NO. 2, (AZIMUTH MARK) IS NORTH OF
 MM0409'EAST, A FEW FEET WEST OF FENCE CORNER NEAR ROAD AS NOTED ABOVE.
 MM0409'
 MM0409'REFERENCE MARK NO. 3 IS EAST OF STATION ON SAME
 MM0409'HILL.
 MM0409'
 MM0409'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 MM0409
 MM0409                          STATION RECOVERY (1951)
 MM0409
 MM0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 MM0409'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 MM0409'REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND TO BE IN GOOD
 MM0409'CONDITION.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE
 MM0409'MARK NO. 1 AND THE DIRECTION TO REFERENCE MARK NO. 2.
 MM0409'
 MM0409'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 MM0409'
 MM0409'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHEAST OF NORTH PLATTE
 MM0409'ON THE HIGHEST POINT OF A PROMINENT SAND HILL, 4 FEET SOUTHEAST
 MM0409'OF A WITNESS POST.  IT IS STAMPED PLATTE 1933 AND PROJECTS 5 INCHES.
 MM0409'
 MM0409'REFERENCE MARK NO. 1 IS ON THE HIGHEST POINT OF A SMALL SAND
 MM0409'KNOLL AND IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION.
 MM0409'IT IS STAMPED PLATTE NO 1 1933 AND PROJECTS 3 INCHES.
 MM0409'
 MM0409'REFERENCE MARK NO. 2 IS ON THE SAME HILL AS THE STATION.  IT
 MM0409'IS STAMPED PLATTE NO 2 1933 AND PROJECTS 3 INCHES.
 MM0409'
 MM0409'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS IN THE NORTHEAST CORNER
 MM0409'OF A PASTURE, 30 FEET WEST OF A FENCE CORNER, 10 FEET EAST
 MM0409'OF THE EAST END OF A WIRE GATE AND 1 FOOT SOUTH OF AN EAST-WEST
 MM0409'FENCE LINE.  IT IS STAMPED PLATTE NO 3 1933 AND PROJECTS 2 INCHES.
 MM0409'
 MM0409'TO REACH THE STATION FROM THE POST OFFICE IN NORTH PLATTE, GO
 MM0409'NORTH FOR 0.6 MILE TO THE JUNCTION OF U.S. HIGHWAYS 83 AND
 MM0409'30, CONTINUE NORTH ON U.S. HIGHWAY 83 FOR 1.1 MILES TO A
 MM0409'CROSSROAD, TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 3.1
 MM0409'MILES TO A T ROAD RIGHT, CONTINUE EAST AND NORTHEAST ON SAND
 MM0409'ROAD FOR 4.1 MILES TO A FENCE CORNER ON LEFT AND R.M. NO. 3
 MM0409'(AZIMUTH MARK) AS DESCRIBED.  TURN LEFT AND GO WEST ALONG
 MM0409'SOUTH SIDE OF FENCE FOR 0.35 MILE TO A GATE IN NORTH-SOUTH
 MM0409'FENCE LINE, PASS THROUGH GATE AND GO SOUTHWEST ACROSS PASTURE
 MM0409'FOR 0.35 MILE TO HIGHEST POINT OF HILL AND STATION AS
 MM0409'DESCRIBED.
 MM0409
 MM0409                          STATION RECOVERY (1967)
 MM0409
 MM0409'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1967 (HED)
 MM0409'STATION, AZIMUTH MARK, REFERENCE NO. 1 AND REFERENCE NO. 2
 MM0409'WERE FOUND AND TO BE AS DESCRIBED IN 1951 RECOVERY DESCRIPTION.
 MM0409'ALL POINTS WERE IN GOOD CONDITION.
 MM0409'
 MM0409'TO REACH OF RECOVERY NOTE 1951 IS ADEQUATE.
 MM0409
 MM0409                          STATION RECOVERY (1977)
 MM0409
 MM0409'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JEM)
 MM0409'ALL MARKS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 MM0409'
 MM0409'POST OFFICE IN N. PLATTE HAS BEEN MOVED.  OLD POST OFFICE IS NOW N.
 MM0409'PLATTE COMMUNITY COLLEGE (TEMPORARILY VACANT) AT THE CORNER OF 5TH
 MM0409'AND JEFFERS.
 MM0409'
 MM0409'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MI. NE OF NORTH
 MM0409'PLATTE, NEBRASKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1219 ***********************************************************************
 MJ1219  DESIGNATION -  PLATTE
 MJ1219  PID         -  MJ1219
 MJ1219  STATE/COUNTY-  NE/CASS
 MJ1219  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ1219
 MJ1219                         *CURRENT SURVEY CONTROL
 MJ1219  ___________________________________________________________________
 MJ1219* NAD 83(1995)-  41 02 10.88139(N)    095 53 54.48928(W)     ADJUSTED  
 MJ1219* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 MJ1219  ___________________________________________________________________
 MJ1219  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 MJ1219  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 MJ1219
 MJ1219  HORZ ORDER  -  SECOND
 MJ1219
 MJ1219.The horizontal coordinates were established by classical geodetic methods
 MJ1219.and adjusted by the National Geodetic Survey in August 1997..
 MJ1219
 MJ1219.The orthometric height was scaled from a topographic map.
 MJ1219
 MJ1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1219
 MJ1219.The geoid height was determined by GEOID03.
 MJ1219
 MJ1219;                    North         East     Units Scale Factor Converg.
 MJ1219;SPC NE       -   141,743.861   844,657.812   MT  0.99969195   +2 43 05.1
 MJ1219;SPC IA S     -   117,865.778   298,350.411   MT  0.99995247   -1 34 47.5
 MJ1219;UTM  15      - 4,546,840.877   256,353.770   MT  1.00033069   -1 54 14.0
 MJ1219
 MJ1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1219!SPC NE       -   0.99995046  x   0.99969195  =   0.99964242
 MJ1219!SPC IA S     -   0.99995046  x   0.99995247  =   0.99990293
 MJ1219!UTM  15      -   0.99995046  x   1.00033069  =   1.00028113
 MJ1219
 MJ1219:                Primary Azimuth Mark                     Grid Az
 MJ1219:SPC NE       -  PLATTSMOUTH MUN STANDPIPE                150 43 24.1
 MJ1219:SPC IA S     -  PLATTSMOUTH MUN STANDPIPE                155 01 16.7
 MJ1219:UTM  15      -  PLATTSMOUTH MUN STANDPIPE                155 20 43.2
 MJ1219
 MJ1219|---------------------------------------------------------------------|
 MJ1219| PID    Reference Object                     Distance      Geod. Az  |
 MJ1219|                                                           dddmmss.s |
 MJ1219| MJ1214 PLATTSMOUTH MUN STANDPIPE           APPROX. 2.1 KM 1532629.2 |
 MJ1219| CL8154 PLATTE RM 1                          20.830 METERS 17653     |
 MJ1219| CL8153 PLATTE AZ MK                                       2872810.6 |
 MJ1219| CL8155 PLATTE RM 2                          18.903 METERS 30125     |
 MJ1219| MJ1227 OFFUTT FIELD AIRWAY BCN 332         APPROX.10.8 KM 3522322.0 |
 MJ1219|---------------------------------------------------------------------|
 MJ1219
 MJ1219                          SUPERSEDED SURVEY CONTROL
 MJ1219
 MJ1219  NAD 83(1986)-  41 02 10.88977(N)    095 53 54.48688(W) AD(       ) 2
 MJ1219  NAD 27      -  41 02 10.89400(N)    095 53 53.44500(W) AD(       ) 2
 MJ1219
 MJ1219.Superseded values are not recommended for survey control.
 MJ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1219.See file dsdata.txt to determine how the superseded data were derived.
 MJ1219
 MJ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5635446841(NAD 83)
 MJ1219_MARKER: DD = SURVEY DISK
 MJ1219_SETTING: 0 = UNSPECIFIED SETTING
 MJ1219
 MJ1219  HISTORY     - Date     Condition        Report By
 MJ1219  HISTORY     - 1947     MONUMENTED       MORC
 MJ1219
 MJ1219                          STATION DESCRIPTION
 MJ1219
 MJ1219'DESCRIBED BY MISSOURI RIVER COMMISSION 1947 (GLC)
 MJ1219'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF PLATTSMOUTH, ON
 MJ1219'A HIGH HILL OVERLOOKING THE MISSOURI RIVER VALLEY, ABOUT 0.3 MILE
 MJ1219'EAST OF U.S. HIGHWAYS 73 AND 75.  IT IS 34 FEET EAST-NORTHEAST
 MJ1219'OF A FENCE CORNER AND GATE POST, AND 4 FEET WEST OF A WITNESS
 MJ1219'POST.  THE DISK IS SET IN CONCRETE IN THE TOP OF A 5 INCH IRON
 MJ1219'PIPE WHICH IS AN OLD USED TRIANGULATION STATION.  IT IS STAMPED
 MJ1219'PLATTE MORC 1947 AND PROJECTS 8 INCHES.
 MJ1219'
 MJ1219'REFERENCE MARK NO. 1 IS 68.34 FEET SOUTHWEST OF THE STATION,
 MJ1219'ON THE SOUTHWEST SLOPE OF THE HILL, AND IS SET IN A NORTH-SOUTH
 MJ1219'FENCE LINE.  THE DISK IS STAMPED PLATTE NO 1 MORC 1947 AND PROJECTS
 MJ1219'6 INCHES.
 MJ1219'
 MJ1219'REFERENCE MARK NO. 2 IS 62.02 FEET NORTHWEST OF THE STATION ON
 MJ1219'THE NORTHWEST SLOPE OF THE HILL.  THE DISK IS STAMPED PLATTE NO
 MJ1219'2 MORC 1947 AND PROJECTS 6 INCHES.
 MJ1219'
 MJ1219'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE NORTHWEST OF THE
 MJ1219'STATION, 33 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAYS 73 AND 75,
 MJ1219'17 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, AND 1.9 FEET WEST
 MJ1219'OF A WITNESS POST.  THE DISK IS STAMPED PLATTE MORC 1947 AND
 MJ1219'PROJECTS 6 INCHES.
 MJ1219'
 MJ1219'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 34, 73,
 MJ1219'AND 75 IN PLATTSMOUTH, GO NORTH ON HIGHWAYS 73 AND 75 FOR 2.0
 MJ1219'MILES TO A BOARD GATE ON THE RIGHT*.  TURN RIGHT, PASS THROUGH
 MJ1219'THE GATE, AND FOLLOW A TRACK ROAD EAST, UP A DRAW, FOR 0.15 MILE,
 MJ1219'TAKE THE RIGHT FORK, STRAIGHT AHEAD, 0.1 MILE TO A T ROAD.  TURN
 MJ1219'RIGHT FOR 0.05 MILE TO THE TOP OF A SMALL SADDLE.  HERE TURN
 MJ1219'SHARP LEFT AND FOLLOW THE RIDGE TO THE TOP OF THE HILL AND THE
 MJ1219'STATION AS DESCRIBED.
 MJ1219'
 MJ1219'*TO REACH THE AZIMUTH MARK FROM THIS GATE, CONTINUE NORTH ON THE
 MJ1219'HIGHWAY FOR 0.8 MILE TO A DIRT ROAD LEADING NORTHWEST AND THE
 MJ1219'MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1848 ***********************************************************************
 MK1848  DESIGNATION -  PLATTE CENTER TANK
 MK1848  PID         -  MK1848
 MK1848  STATE/COUNTY-  NE/PLATTE
 MK1848  USGS QUAD   -  PLATTE CENTER (1966)
 MK1848
 MK1848                         *CURRENT SURVEY CONTROL
 MK1848  ___________________________________________________________________
 MK1848* NAD 83(1995)-  41 32 26.52134(N)    097 28 58.54062(W)     ADJUSTED  
 MK1848* NAVD 88     -                                                        
 MK1848  ___________________________________________________________________
 MK1848  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 MK1848  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 MK1848
 MK1848  HORZ ORDER  -  THIRD
 MK1848
 MK1848.The horizontal coordinates were established by classical geodetic methods
 MK1848.and adjusted by the National Geodetic Survey in August 1997..
 MK1848
 MK1848
 MK1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1848
 MK1848.The geoid height was determined by GEOID03.
 MK1848
 MK1848;                    North         East     Units Scale Factor Converg.
 MK1848;SPC NE       -   192,616.969   709,932.907   MT  0.99965878   +1 40 05.0
 MK1848;UTM  14      - 4,599,893.861   626,541.538   MT  0.99979706   +1 00 22.3
 MK1848
 MK1848                          SUPERSEDED SURVEY CONTROL
 MK1848
 MK1848  NAD 83(1986)-  41 32 26.52986(N)    097 28 58.54488(W) AD(       ) 4
 MK1848  NAD 27      -  41 32 26.49000(N)    097 28 57.38200(W) AD(       ) 3
 MK1848
 MK1848.Superseded values are not recommended for survey control.
 MK1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1848.See file dsdata.txt to determine how the superseded data were derived.
 MK1848
 MK1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL2654299894(NAD 83)
 MK1848_MARKER: 53 = ELEVATED TANK
 MK1848
 MK1848  HISTORY     - Date     Condition        Report By
 MK1848  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1848
 MK1848                          STATION DESCRIPTION
 MK1848
 MK1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1848'OBSERVED FINIAL OF STEEL MUNICIPAL WATER TANK ABOUT 100 FEET HIGH,
 MK1848'LOCATED ON EAST SIDE OF TOWN OF PLATTE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0451 ***********************************************************************
 MN0451  DESIGNATION -  PLATTE PLINE CO SHORTWAVE MAST
 MN0451  PID         -  MN0451
 MN0451  STATE/COUNTY-  NE/CHEYENNE
 MN0451  USGS QUAD   -  LISCO SE (1972)
 MN0451
 MN0451                         *CURRENT SURVEY CONTROL
 MN0451  ___________________________________________________________________
 MN0451* NAD 83(1995)-  41 15 02.81970(N)    102 31 50.74296(W)     ADJUSTED  
 MN0451* NAVD 88     -                                                        
 MN0451  ___________________________________________________________________
 MN0451  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 MN0451  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 MN0451
 MN0451  HORZ ORDER  -  THIRD
 MN0451
 MN0451.The horizontal coordinates were established by classical geodetic methods
 MN0451.and adjusted by the National Geodetic Survey in August 1997..
 MN0451
 MN0451
 MN0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0451
 MN0451.The geoid height was determined by GEOID03.
 MN0451
 MN0451;                    North         East     Units Scale Factor Converg.
 MN0451;SPC NE       -   160,476.339   287,983.586   MT  0.99966845   -1 40 37.7
 MN0451;UTM  13      - 4,569,537.386   706,886.063   MT  1.00012679   +1 37 43.3
 MN0451
 MN0451                          SUPERSEDED SURVEY CONTROL
 MN0451
 MN0451  NAD 83(1995)-  41 15 02.81961(N)    102 31 50.74351(W) AD(       ) 4
 MN0451  NAD 83(1986)-  41 15 02.81659(N)    102 31 50.74454(W) AD(       ) 4
 MN0451  NAD 27      -  41 15 02.87200(N)    102 31 49.05300(W) AD(       ) 3
 MN0451
 MN0451.Superseded values are not recommended for survey control.
 MN0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0451.See file dsdata.txt to determine how the superseded data were derived.
 MN0451
 MN0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0688669537(NAD 83)
 MN0451
 MN0451  HISTORY     - Date     Condition        Report By
 MN0451  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0451
 MN0451                          STATION DESCRIPTION
 MN0451
 MN0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0451'THE STATION IS THE CENTER OF THE LODGEPOLE, PLATTE PIPE LINE
 MN0451'CO. SHORTWAVE MAST.  THE MAST IS A 1 COLUMN, 12-INCH SQUARE
 MN0451'MAST AND IS 125 FEET IN HEIGHT.  THE MAST IS UNLIGHTED AND
 MN0451'IS PAINTED SILVER.  THE MAST IS LOCATED 11 MILES NORTH AND 3
 MN0451'MILES WEST OF CHAPPELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0540 ***********************************************************************
 MN0540  DESIGNATION -  PLATTE PLINE MAST WNW DALTON
 MN0540  PID         -  MN0540
 MN0540  STATE/COUNTY-  NE/CHEYENNE
 MN0540  USGS QUAD   -  HORSEHEAD RANCH (1972)
 MN0540
 MN0540                         *CURRENT SURVEY CONTROL
 MN0540  ___________________________________________________________________
 MN0540* NAD 83(1995)-  41 26 20.09275(N)    103 11 45.15439(W)     ADJUSTED  
 MN0540* NAVD 88     -                                                        
 MN0540  ___________________________________________________________________
 MN0540  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 MN0540  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 MN0540
 MN0540  HORZ ORDER  -  THIRD
 MN0540
 MN0540.The horizontal coordinates were established by classical geodetic methods
 MN0540.and adjusted by the National Geodetic Survey in August 1997..
 MN0540
 MN0540
 MN0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0540
 MN0540.The geoid height was determined by GEOID03.
 MN0540
 MN0540;                    North         East     Units Scale Factor Converg.
 MN0540;SPC NE       -   183,194.274   233,057.788   MT  0.99965928   -2 07 04.4
 MN0540;UTM  13      - 4,589,053.364   650,721.716   MT  0.99987957   +1 11 39.2
 MN0540
 MN0540                          SUPERSEDED SURVEY CONTROL
 MN0540
 MN0540  NAD 83(1995)-  41 26 20.09228(N)    103 11 45.15446(W) AD(       ) 4
 MN0540  NAD 83(1986)-  41 26 20.08522(N)    103 11 45.15527(W) AD(       ) 4
 MN0540  NAD 27      -  41 26 20.16500(N)    103 11 43.40300(W) AD(       ) 3
 MN0540
 MN0540.Superseded values are not recommended for survey control.
 MN0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0540.See file dsdata.txt to determine how the superseded data were derived.
 MN0540
 MN0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5072289053(NAD 83)
 MN0540_MARKER: 42 = RADIO/TV MAST
 MN0540
 MN0540  HISTORY     - Date     Condition        Report By
 MN0540  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0540
 MN0540                          STATION DESCRIPTION
 MN0540
 MN0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0540'THE STATION IS 12 MILES WEST-NORTHWEST OF DALTON AND 17 MILES
 MN0540'SOUTH-SOUTHWEST OF BRIDGEPORT.
 MN0540'
 MN0540'THE STATION IS THE RED LIGHT AT THE NORTH SIDE OF THE TOP
 MN0540'OF A RADIO MAST WHICH IS CONSTRUCTED OF TUBULAR STEEL,
 MN0540'TRIANGULAR IN SHAPE AND PAINTED RED AND WHITE.  THE MAST IS
 MN0540'180 FEET IN HEIGHT AND SUPPORTS TWO RELAY DISHES AT ITS TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1213 ***********************************************************************
 MJ1213  DESIGNATION -  PLATTSMOUTH CASS CO CTHSE CUP
 MJ1213  PID         -  MJ1213
 MJ1213  STATE/COUNTY-  NE/CASS
 MJ1213  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ1213
 MJ1213                         *CURRENT SURVEY CONTROL
 MJ1213  ___________________________________________________________________
 MJ1213* NAD 83(1995)-  41 00 42.08614(N)    095 53 00.61373(W)     ADJUSTED  
 MJ1213* NAVD 88     -                                                        
 MJ1213  ___________________________________________________________________
 MJ1213  LAPLACE CORR-          -7.56  (seconds)                    DEFLEC99
 MJ1213  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 MJ1213
 MJ1213  HORZ ORDER  -  THIRD
 MJ1213
 MJ1213.The horizontal coordinates were established by classical geodetic methods
 MJ1213.and adjusted by the National Geodetic Survey in August 1997..
 MJ1213
 MJ1213
 MJ1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1213
 MJ1213.The geoid height was determined by GEOID03.
 MJ1213
 MJ1213;                    North         East     Units Scale Factor Converg.
 MJ1213;SPC NE       -   139,068.376   846,044.761   MT  0.99969555   +2 43 40.8
 MJ1213;SPC IA S     -   115,093.154   299,533.256   MT  0.99995379   -1 34 12.1
 MJ1213;UTM  15      - 4,544,060.579   257,521.376   MT  1.00032371   -1 53 35.2
 MJ1213
 MJ1213                          SUPERSEDED SURVEY CONTROL
 MJ1213
 MJ1213  NAD 83(1986)-  41 00 42.09454(N)    095 53 00.61049(W) AD(       ) 4
 MJ1213  NAD 27      -  41 00 42.09075(N)    095 52 59.57567(W) AD(       ) 3
 MJ1213
 MJ1213.Superseded values are not recommended for survey control.
 MJ1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1213.See file dsdata.txt to determine how the superseded data were derived.
 MJ1213
 MJ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5752144061(NAD 83)
 MJ1213_MARKER: 86 = CUPOLA
 MJ1213
 MJ1213  HISTORY     - Date     Condition        Report By
 MJ1213  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1213  HISTORY     - 1959     GOOD             CGS
 MJ1213
 MJ1213                          STATION DESCRIPTION
 MJ1213
 MJ1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCS)
 MJ1213'RECOVERED.  TITLE OF STATION IS ADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1217 ***********************************************************************
 MJ1217  DESIGNATION -  PLATTSMOUTH CENTER HS CUPOLA
 MJ1217  PID         -  MJ1217
 MJ1217  STATE/COUNTY-  NE/CASS
 MJ1217  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ1217
 MJ1217                         *CURRENT SURVEY CONTROL
 MJ1217  ___________________________________________________________________
 MJ1217* NAD 83(1995)-  41 00 42.17926(N)    095 53 25.16124(W)     ADJUSTED  
 MJ1217* NAVD 88     -                                                        
 MJ1217  ___________________________________________________________________
 MJ1217  LAPLACE CORR-          -7.52  (seconds)                    DEFLEC99
 MJ1217  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MJ1217
 MJ1217  HORZ ORDER  -  THIRD
 MJ1217
 MJ1217.The horizontal coordinates were established by classical geodetic methods
 MJ1217.and adjusted by the National Geodetic Survey in August 1997..
 MJ1217
 MJ1217
 MJ1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1217
 MJ1217.The geoid height was determined by GEOID03.
 MJ1217
 MJ1217;                    North         East     Units Scale Factor Converg.
 MJ1217;SPC NE       -   139,043.975   845,471.852   MT  0.99969554   +2 43 24.5
 MJ1217;SPC IA S     -   115,111.763   298,959.982   MT  0.99995379   -1 34 28.2
 MJ1217;UTM  15      - 4,544,082.428   256,948.003   MT  1.00032713   -1 53 51.3
 MJ1217
 MJ1217                          SUPERSEDED SURVEY CONTROL
 MJ1217
 MJ1217  NAD 83(1986)-  41 00 42.18781(N)    095 53 25.15820(W) AD(       ) 4
 MJ1217  NAD 27      -  41 00 42.19075(N)    095 53 24.12301(W) AD(       ) 3
 MJ1217
 MJ1217.Superseded values are not recommended for survey control.
 MJ1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1217.See file dsdata.txt to determine how the superseded data were derived.
 MJ1217
 MJ1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5694844082(NAD 83)
 MJ1217_MARKER: 86 = CUPOLA
 MJ1217
 MJ1217  HISTORY     - Date     Condition        Report By
 MJ1217  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1217
 MJ1217                          STATION DESCRIPTION
 MJ1217
 MJ1217'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1214 ***********************************************************************
 MJ1214  DESIGNATION -  PLATTSMOUTH MUN STANDPIPE
 MJ1214  PID         -  MJ1214
 MJ1214  STATE/COUNTY-  NE/CASS
 MJ1214  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ1214
 MJ1214                         *CURRENT SURVEY CONTROL
 MJ1214  ___________________________________________________________________
 MJ1214* NAD 83(1995)-  41 01 08.80442(N)    095 53 13.52106(W)     ADJUSTED  
 MJ1214* NAVD 88     -                                                        
 MJ1214  ___________________________________________________________________
 MJ1214  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 MJ1214  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 MJ1214
 MJ1214  HORZ ORDER  -  THIRD
 MJ1214
 MJ1214.The horizontal coordinates were established by classical geodetic methods
 MJ1214.and adjusted by the National Geodetic Survey in August 1997..
 MJ1214
 MJ1214
 MJ1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1214
 MJ1214.The geoid height was determined by GEOID03.
 MJ1214
 MJ1214;                    North         East     Units Scale Factor Converg.
 MJ1214;SPC NE       -   139,877.064   845,704.410   MT  0.99969445   +2 43 32.2
 MJ1214;SPC IA S     -   115,925.291   299,254.396   MT  0.99995338   -1 34 20.6
 MJ1214;UTM  15      - 4,544,894.585   257,247.113   MT  1.00032534   -1 53 44.7
 MJ1214
 MJ1214                          SUPERSEDED SURVEY CONTROL
 MJ1214
 MJ1214  NAD 83(1986)-  41 01 08.81271(N)    095 53 13.51781(W) AD(       ) 4
 MJ1214  NAD 27      -  41 01 08.81830(N)    095 53 12.47984(W) AD(       ) 3
 MJ1214
 MJ1214.Superseded values are not recommended for survey control.
 MJ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1214.See file dsdata.txt to determine how the superseded data were derived.
 MJ1214
 MJ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5724744895(NAD 83)
 MJ1214_MARKER: 52 = STANDPIPE TANK
 MJ1214
 MJ1214  HISTORY     - Date     Condition        Report By
 MJ1214  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1214  HISTORY     - 1947     GOOD             CGS
 MJ1214  HISTORY     - 1959     GOOD             CGS
 MJ1214
 MJ1214                          STATION DESCRIPTION
 MJ1214
 MJ1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1214'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF PLATTSMOUTH.
 MJ1214'IT IS ABOUT 80 FEET HIGH AND IS PAINTED BLACK.
 MJ1214'
 MJ1214'TO REACH FROM THE POST OFFICE IN PLATTSMOUTH GO WEST FOR 0.1
 MJ1214'MILE TO HIGHWAY 75 AND 73 FOLLOW HIGHWAY NORTHWEST FOR 0.1
 MJ1214'MILE TO T ROAD, TURN RIGHT AND GO NORTH FOR 0.44 MILE TO TOP
 MJ1214'OF HILL AND WHITE HOUSE ON RIGHT, TURN RIGHT AND GO THROUGH
 MJ1214'YARD, CONTINUE EAST BETWEEN TWO GARAGES AND FOLLOW TRACK
 MJ1214'ROAD 0.08 MILE TO TANK ON LEFT.
 MJ1214'
 MJ1214'THE POINT INTERSECTED WAS THE CENTER OF TANK.
 MJ1214'
 MJ1214'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1934.
 MJ1214
 MJ1214                          STATION RECOVERY (1959)
 MJ1214
 MJ1214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 MJ1214'RECOVERED AS DECRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0706 ***********************************************************************
 NN0706  DESIGNATION -  PLEASANT
 NN0706  PID         -  NN0706
 NN0706  STATE/COUNTY-  NE/HOLT
 NN0706  USGS QUAD   -  ATKINSON SE (1954)
 NN0706
 NN0706                         *CURRENT SURVEY CONTROL
 NN0706  ___________________________________________________________________
 NN0706* NAD 83(1995)-  42 36 02.23401(N)    098 46 42.31510(W)     ADJUSTED  
 NN0706* NAVD 88     -       615.56   (+/-2cm)    2019.5    (feet)  VERTCON   
 NN0706  ___________________________________________________________________
 NN0706  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 NN0706  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 NN0706
 NN0706  HORZ ORDER  -  SECOND
 NN0706  VERT ORDER  -  THIRD ? (See Below)
 NN0706
 NN0706.The horizontal coordinates were established by classical geodetic methods
 NN0706.and adjusted by the National Geodetic Survey in August 1997..
 NN0706
 NN0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0706.The vertical order pertains to the NGVD 29 superseded value.
 NN0706
 NN0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0706
 NN0706.The geoid height was determined by GEOID03.
 NN0706
 NN0706;                    North         East     Units Scale Factor Converg.
 NN0706;SPC NE       -   307,966.445   600,232.217   MT  0.99984146   +0 48 34.3
 NN0706;UTM  14      - 4,716,489.732   518,177.085   MT  0.99960406   +0 08 59.9
 NN0706
 NN0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0706!SPC NE       -   0.99990733  x   0.99984146  =   0.99974880
 NN0706!UTM  14      -   0.99990733  x   0.99960406  =   0.99951142
 NN0706
 NN0706|---------------------------------------------------------------------|
 NN0706| PID    Reference Object                     Distance      Geod. Az  |
 NN0706|                                                           dddmmss.s |
 NN0706| CO3496 PLEASANT RM 1                        32.394 METERS 02202     |
 NN0706| CO3495 PLEASANT AZ MK                                     1845142.6 |
 NN0706| CO3497 PLEASANT RM 2                        28.523 METERS 29212     |
 NN0706|---------------------------------------------------------------------|
 NN0706
 NN0706                          SUPERSEDED SURVEY CONTROL
 NN0706
 NN0706  NAD 83(1986)-  42 36 02.24074(N)    098 46 42.32198(W) AD(       ) 2
 NN0706  NAD 27      -  42 36 02.23300(N)    098 46 40.99600(W) AD(       ) 2
 NN0706  NGVD 29 (07/19/86)  615.33   (m)         2018.8    (f) LEVELING    3  
 NN0706
 NN0706.Superseded values are not recommended for survey control.
 NN0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0706.See file dsdata.txt to determine how the superseded data were derived.
 NN0706
 NN0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1817716490(NAD 83)
 NN0706_MARKER: DS = TRIANGULATION STATION DISK
 NN0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0706
 NN0706  HISTORY     - Date     Condition        Report By
 NN0706  HISTORY     - 1949     MONUMENTED       CGS
 NN0706
 NN0706                          STATION DESCRIPTION
 NN0706
 NN0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0706'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH AND 1.5 MILES
 NN0706'EAST OF EMMET AND ABOUT 10.0 MILES NORTH AND 6.75 MILES WEST
 NN0706'OF O NEILL.  IT IS 53.0 FEET EAST OF THE CENTER OF A TRACK
 NN0706'ROAD AND 7.3 FEET WEST OF A WITNESS POST.  IT PROJECTS 2 INCHES
 NN0706'AND IS STAMPED PLEASANT 1949.
 NN0706'
 NN0706'REFERENCE MARK NO. 1 IS 76.4 FEET EAST OF THE CENTER OF A TRACK
 NN0706'ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED PLEASANT NO 1 1949.
 NN0706'
 NN0706'REFERENCE MARK NO. 2 IS 40.5 FEET WEST OF THE CENTER OF A TRACK
 NN0706'ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED PLEASANT NO 2 1949.
 NN0706'
 NN0706'THE AZIMUTH MARK IS 15.5 FEET EAST OF THE CENTER OF A TRACK
 NN0706'ROAD AND 1.5 FEET NORTH OF A WITNESS POST.  IT PROJECTS 4 INCHES
 NN0706'AND IS STAMPED PLEASANT 1949.
 NN0706'
 NN0706'TO REACH THE STATION FROM THE T INTERSECTION JUST EAST OF A
 NN0706'SERVICE STATION AND CAFE AT THE NORTHEAST EDGE OF EMMET, GO
 NN0706'EAST ON U.S. HIGHWAY NO. 20 FOR 0.65 OF A MILE TO A CROSSROAD,
 NN0706'HERE TURN LEFT AND GO NORTH FOR 7.2 MILES TO A CROSSROAD,
 NN0706'TURN RIGHT AND GO EAST ON A TRACK ROAD FOR 0.95 OF A MILE TO A
 NN0706'TRACK ROAD ON THE LEFT, TURN LEFT AND FOLLOW TRACK ROAD NORTH
 NN0706'AND EAST FOR 0.35 OF A MILE TO THE INTERSECTION WITH A
 NN0706'NORTH-SOUTH SECTION-LINE ROAD, TURN LEFT AND GO NORTH FOR 0.2 OF
 NN0706'A MILE TO A WIRE GATE ON THE LEFT AND A WIRE GATE STRAIGHT
 NN0706'AHEAD, TURN LEFT THROUGH WIRE GATE ON THE LEFT AND BEAR
 NN0706'RIGHT AND GO NORTHWEST AND NORTH ON A TRACK ROAD FOR
 NN0706'0.5 OF A MILE AND THE AZIMUTH MARK ON THE RIGHT AS
 NN0706'DESCRIBED, CONTINUE NORTH ON TRACK ROAD FOR 0.05 OF A
 NN0706'MILE TO A WIRE GATE, PASS THROUGH WIRE GATE AND CONTINUE
 NN0706'NORTHERLY ON TRACK ROAD FOR 0.4 OF A MILE TO THE TOP OF A
 NN0706'HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 NN0706'
 NN0706'A 47 FOOT SIGNAL AT STATION MEEK 1940 IS VISIBLE AT 4 FEET.
 NN0706'
 NN0706'A 4 FOOT SIGNAL AT STATION BLACK IS VISIBLE AT 50 FEET.
 NN0706'
 NN0706'AN 87 FOOT SIGNAL AT STATION O NEILL IS VISIBLE AT 4 FEET.
 NN0706'
 NN0706'AN 87 FOOT SIGNAL AT STATION EMMET IS VISIBLE AT 4 FEET.
 NN0706'
 NN0706'AN 87 FOOT SIGNAL AT STATION ATKINSON IS VISIBLE AT 4 FEET.
 NN0706'
 NN0706'A 74 FOOT SIGNAL AT STATION SARATOGA 1940 IS VISIBLE AT 4 FEET.
 NN0706'
 NN0706'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0988 ***********************************************************************
 LG0988  DESIGNATION -  PLEASANT
 LG0988  PID         -  LG0988
 LG0988  STATE/COUNTY-  NE/OTOE
 LG0988  USGS QUAD   -  ELMWOOD (1966)
 LG0988
 LG0988                         *CURRENT SURVEY CONTROL
 LG0988  ___________________________________________________________________
 LG0988* NAD 83(1995)-  40 46 25.78303(N)    096 15 19.54975(W)     ADJUSTED  
 LG0988* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 LG0988  ___________________________________________________________________
 LG0988  LAPLACE CORR-          -8.66  (seconds)                    DEFLEC99
 LG0988  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 LG0988
 LG0988  HORZ ORDER  -  SECOND
 LG0988
 LG0988.The horizontal coordinates were established by classical geodetic methods
 LG0988.and adjusted by the National Geodetic Survey in August 1997..
 LG0988
 LG0988.The orthometric height was scaled from a topographic map.
 LG0988
 LG0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0988
 LG0988.The geoid height was determined by GEOID03.
 LG0988
 LG0988;                    North         East     Units Scale Factor Converg.
 LG0988;SPC NE       -   111,264.217   815,943.404   MT  0.99973958   +2 28 53.5
 LG0988;UTM  14      - 4,517,274.866   731,622.906   MT  1.00026039   +1 47 35.5
 LG0988
 LG0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0988!SPC NE       -   0.99994033  x   0.99973958  =   0.99967992
 LG0988!UTM  14      -   0.99994033  x   1.00026039  =   1.00020070
 LG0988
 LG0988|---------------------------------------------------------------------|
 LG0988| PID    Reference Object                     Distance      Geod. Az  |
 LG0988|                                                           dddmmss.s |
 LG0988| CL8160 PLEASANT RM 1                        20.251 METERS 05310     |
 LG0988| CL8162 PLEASANT RM 3                        22.444 METERS 05648     |
 LG0988| CL8163 PLEASANT RM 4                        28.112 METERS 13742     |
 LG0988| CL8161 PLEASANT RM 2                        27.539 METERS 14306     |
 LG0988| CL8159 PLEASANT AZ MK                                     1783152.3 |
 LG0988| LG0986 HOOP                                APPROX. 8.0 KM 2742901.6 |
 LG0988| LG0991 EAGLE MUNICIPAL TANK                APPROX.15.6 KM 2875924.8 |
 LG0988|---------------------------------------------------------------------|
 LG0988
 LG0988                          SUPERSEDED SURVEY CONTROL
 LG0988
 LG0988  NAD 83(1986)-  40 46 25.79374(N)    096 15 19.54862(W) AD(       ) 2
 LG0988  NAD 27      -  40 46 25.78559(N)    096 15 18.51612(W) AD(       ) 2
 LG0988
 LG0988.Superseded values are not recommended for survey control.
 LG0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0988.See file dsdata.txt to determine how the superseded data were derived.
 LG0988
 LG0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL3162317275(NAD 83)
 LG0988_MARKER: DS = TRIANGULATION STATION DISK
 LG0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0988
 LG0988  HISTORY     - Date     Condition        Report By
 LG0988  HISTORY     - 1961     MONUMENTED       CGS
 LG0988  HISTORY     - 1972     GOOD             NGS
 LG0988
 LG0988                          STATION DESCRIPTION
 LG0988
 LG0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0988'THE STATION IS 5 MILES SOUTH-SOUTHEAST OF ELMWOOD, 1/2 MILE
 LG0988'NORTHEAST OF THE PLEASANT HILL SCHOOL AND UPON THE WEST
 LG0988'RIGHT-OF-WAY OF A NORTH-SOUTH ROAD.
 LG0988'
 LG0988'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LG0988'STATE HIGHWAY 1, 2.0 MILES SOUTH OF ELMWOOD, DRIVE EAST ON U.S.
 LG0988'HIGHWAY 34 FOR 2.0 MILES TO A CROSS ROAD.  TURN RIGHT AND CONTINUE
 LG0988'SOUTH FOR 2.7 MILES TO THE TOP OF A SMALL RISE AND THE STATION ON
 LG0988'THE RIGHT.
 LG0988'
 LG0988'SURFACE, AND UNDERGROUND-STATION MARKS ARE STANDARD DISK, STAMPED
 LG0988'PLEASANT 1961.  THE UNDERGROUND DISK IS SET IN THE TOP OF A MASS
 LG0988'OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 LG0988'SURFACE DISK IS SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES
 LG0988'SQUARE AT THE TOP, THAT IS 16 INCHES BELOW THE SURFACE OF THE
 LG0988'GROUND.  IT IS 66.0 FEET SOUTHWEST OF A METAL WITNESS POST WITH
 LG0988'SIGN, 55.0 FEET WEST OF A NORTH-SOUTH FENCE, 31.0 FEET WEST OF
 LG0988'THE CENTER OF THE ROAD AND AT THE EAST EDGE OF A CULTIVATED
 LG0988'FIELD.
 LG0988'
 LG0988'REFERENCE MARK 1, A STANDARD DISK STAMPED PLEASANT NO 1 1961, IS SET
 LG0988'IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE TOP,
 LG0988'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 26.0
 LG0988'FEET EAST OF THE CENTER OF THE ROAD, 1.5 FEET SOUTHEAST OF A
 LG0988'METAL WITNESS POST WITH SIGN AND 1.0 FOOT WEST OF THE EAST
 LG0988'RIGHT-OF-WAY FENCE.
 LG0988'
 LG0988'REFERENCE MARK 2, A STANDARD DISK STAMPED PLEASANT NO 2 1961, IS
 LG0988'SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE
 LG0988'TOP, PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 24.0 FEET
 LG0988'EAST OF THE CENTER OF THE ROAD AND 1.0 FOOT WEST OF THE EAST
 LG0988'RIGHT-OF-WAY FENCE.
 LG0988'
 LG0988'THE PICTURE POINT IS THE T-INTERSECTION OF AN EAST-WEST FENCE
 LG0988'WITH THE NORTH-SOUTH ROAD RIGHT-OF-WAY FENCE.
 LG0988'
 LG0988'THE AZIMUTH MARK, A STANDARD DISK STAMPED PLEASANT 1961, IS SET IN
 LG0988'THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE TOP,
 LG0988'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 31.0 FEET EAST
 LG0988'OF THE CENTER OF A NORTH-SOUTH ROAD, 9.0 FEET NORTH OF THE CENTER
 LG0988'OF AN ENTRANCE INTO A CULTIVATED FIELD, 1.5 FEET EAST OF A METAL
 LG0988'WITNESS POST WITH SIGN AND 1.0 FEET WEST OF THE EAST
 LG0988'RIGHT-OF-WAY FENCE.
 LG0988'
 LG0988'TO REACH THE AZIMUTH FROM THE STATION, DRIVE SOUTH ON A DIRT
 LG0988'ROAD FOR 0.65 MILE TO THE MARK ON THE LEFT.
 LG0988'
 LG0988'*DISTANCE COVERTED TO METERS.
 LG0988'
 LG0988'HORIZONTAL DISTANCE, R.M. 1 TO R.M. 2, 111.99 FEET *(34.134) METERS.
 LG0988
 LG0988                          STATION RECOVERY (1972)
 LG0988
 LG0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LG0988'THE STATION AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 LG0988'GOOD CONDITION.  REFERENCE MARKS 1 AND 2 HAD BEEN HIT BY A ROAD
 LG0988'GRADER WHEN THE COUNTY ROAD WAS REBUILT AND GRAVELED AND WERE
 LG0988'TILTED AND PARTIALLY EXPOSED.  BOTH MARKS WERE PULLED OUT AND
 LG0988'RESET AND NUMBERED PARTIALLY EXPOSED.  BOTH MARKS WERE PULLED OUT
 LG0988'AND RESET AND NUMBERED 3 AND 4.  THE DESCRIPTION OF THE AZIMUTH
 LG0988'MARK AND THE ROUTE TO REACH THE STATION ARE ADEQUATE.
 LG0988'FOLLOWING ARE ADDITIONAL MEASUREMENTS FOR THE STATION MARK AND
 LG0988'DESCRIPTIONS FOR REFERENCE MARK 3 AND 4.
 LG0988'
 LG0988'THE STATION MARK IS 94 FEET NORTHWEST OF THE METAL WITNESS POST SET
 LG0988'BY REFERENCE MARK 4, 74.5 FEET SOUTHWEST OF THE METAL WITNESS POST
 LG0988'SET BY REFERENCE MARK 3, 30 FEET WEST OF THE CENTER OF THE COUNTY
 LG0988'ROAD AND AT THE EAST EDGE OF A FIELD UNDER CULTIVATION AT THE
 LG0988'CENTER OF A FIELD APPROACH.
 LG0988'
 LG0988'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PLEASANT NO 3 1961 1972,
 LG0988'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG0988'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET EAST OF THE
 LG0988'CENTER OF THE COUNTY ROAD, 1.5 FEET SOUTH OF THE METAL WITNESS POST
 LG0988'AND WILL BE IN A FENCE LINE, AS THE FARMER WILL ERECT A FENCE
 LG0988'IN THIS AREA THIS SUMMER.
 LG0988'
 LG0988'REFERENCE MARK 4 IS A STANDARD DISK STAMPED PLEASANT NO 4 1961 1972
 LG0988'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG0988'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET EAST OF THE
 LG0988'CENTER OF THE COUNTY ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST
 LG0988'AND WILL BE IN A FENCE LINE.
 LG0988'
 LG0988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 LG0988'S-SE OF ELMWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0977 ***********************************************************************
 LG0977  DESIGNATION -  PLEASANT HILL
 LG0977  PID         -  LG0977
 LG0977  STATE/COUNTY-  NE/OTOE
 LG0977  USGS QUAD   -  BURR (1966)
 LG0977
 LG0977                         *CURRENT SURVEY CONTROL
 LG0977  ___________________________________________________________________
 LG0977* NAD 83(1995)-  40 33 58.93479(N)    096 17 39.91272(W)     ADJUSTED  
 LG0977* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 LG0977  ___________________________________________________________________
 LG0977  LAPLACE CORR-          -8.33  (seconds)                    DEFLEC99
 LG0977  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 LG0977
 LG0977  HORZ ORDER  -  SECOND
 LG0977
 LG0977.The horizontal coordinates were established by classical geodetic methods
 LG0977.and adjusted by the National Geodetic Survey in August 1997..
 LG0977
 LG0977.The orthometric height was scaled from a topographic map.
 LG0977
 LG0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0977
 LG0977.The geoid height was determined by GEOID03.
 LG0977
 LG0977;                    North         East     Units Scale Factor Converg.
 LG0977;SPC NE       -    88,111.370   813,642.572   MT  0.99979185   +2 27 20.4
 LG0977;UTM  14      - 4,494,140.193   729,041.409   MT  1.00024578   +1 45 37.0
 LG0977
 LG0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0977!SPC NE       -   0.99994284  x   0.99979185  =   0.99973470
 LG0977!UTM  14      -   0.99994284  x   1.00024578  =   1.00018860
 LG0977
 LG0977|---------------------------------------------------------------------|
 LG0977| PID    Reference Object                     Distance      Geod. Az  |
 LG0977|                                                           dddmmss.s |
 LG0977| CL8168 PLEASANT HILL RM 1                   17.160 METERS 04536     |
 LG0977| LG0975 1289 FEET OMAHA                      57.938 METERS 07014     |
 LG0977| LG0971 ST PAUL EVANGELICAL LUTH CH         APPROX. 7.6 KM 1475621.3 |
 LG0977| LG0976 PLEASANT HILL 2                       1.965 METERS 18206     |
 LG0977| LG0974 BURR HOPE LUTHERAN CH SPIRE         APPROX. 3.3 KM 1862934.3 |
 LG0977| CL8167 PLEASANT HILL AZ MK                                2720531.1 |
 LG0977| LG0979 DOUGLAS MUNICIPAL TANK              APPROX. 8.4 KM 2923243.2 |
 LG0977| CL8169 PLEASANT HILL RM 2                   19.352 METERS 30811     |
 LG0977|---------------------------------------------------------------------|
 LG0977
 LG0977                          SUPERSEDED SURVEY CONTROL
 LG0977
 LG0977  NAD 83(1986)-  40 33 58.94298(N)    096 17 39.90884(W) AD(       ) 2
 LG0977  NAD 27      -  40 33 58.95300(N)    096 17 38.87500(W) AD(       ) 2
 LG0977
 LG0977.Superseded values are not recommended for survey control.
 LG0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0977.See file dsdata.txt to determine how the superseded data were derived.
 LG0977
 LG0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2904194140(NAD 83)
 LG0977_MARKER: DS = TRIANGULATION STATION DISK
 LG0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0977
 LG0977  HISTORY     - Date     Condition        Report By
 LG0977  HISTORY     - 1947     MONUMENTED       CGS
 LG0977  HISTORY     - 1957     GOOD             CGS
 LG0977
 LG0977                          STATION DESCRIPTION
 LG0977
 LG0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0977'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF DOUGLAS, 3
 LG0977'MILES NORTH OF THE OTOE-JOHNSON COUNTY LINE, 2 MILES NORTH OF
 LG0977'THE VILLAGE OF BURR, 218 FEET WEST OF THE CENTER OF INTERSECTION
 LG0977'OF A CROSSROAD, 109 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LG0977'SCHOOL BUILDING, 23.6 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 LG0977'8.6 FEET NORTHEAST OF A WITNESS POST, AND 7.5 FEET NORTH OF AN
 LG0977'EAST-WEST FENCE LINE.  IT IS SET FLUSH WITH THE GROUND AND IS
 LG0977'STAMPED PLEASANT HILL 1947.
 LG0977'
 LG0977'REFERENCE MARK NO. 1 IS 53 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 LG0977'CORNER OF A SCHOOL BUILDING AND 16 FEET NORTH OF THE CENTER OF
 LG0977'A DIRT ROAD.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 LG0977'PLEASANT HILL NO 1 1947.
 LG0977'
 LG0977'REFERENCE MARK NO. 2 IS 61 FEET WEST-SOUTHWEST OF THE SOUTH END
 LG0977'OF A ROW OF ELM TREES AND 15 FEET NORTH OF THE CENTER OF A DIRT
 LG0977'ROAD.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED PLEASANT
 LG0977'HILL NO 2 1947.
 LG0977'
 LG0977'AZIMUTH MARK IS AT THE SOUTH EDGE OF A CULTIVATED FIELD AND ON
 LG0977'THE SUMMIT OF A SMALL HILL.  IT IS 0.2 MILE WEST OF THE STATION,
 LG0977'15 FEET NORTH OF THE CENTER OF A DIRT ROAD, AND 2 FEET EAST OF
 LG0977'A WITNESS POST.  IT PROJECTS 8 INCHES AND IS STAMPED PLEASANT
 LG0977'HILL 1947.
 LG0977'
 LG0977'U.S.G.S. BM IS 69 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 LG0977'OF A SCHOOL BUILDING, 58 FEET NORTH-NORTHWEST OF THE CENTER OF
 LG0977'A CROSSROAD, AND 11 FEET NORTH-NORTHWEST OF A TELEPHONE POLE.
 LG0977'IT IS A U.S.G.S. BM BRONZE CAP RIVETED TO THE TOP OF AN IRON PIPE
 LG0977'THAT PROJECTS 15 INCHES.  IT IS STAMPED 1289 FEET OMAHA.
 LG0977'
 LG0977'TO REACH THE STATION FROM THE WATER TANK IN DOUGLAS, GO EAST
 LG0977'FOR 4.3 MILES TO A CROSSROAD AT A SCHOOL HOUSE, TURN RIGHT, SOUTH,
 LG0977'AND GO 2 MILES TO A CROSSROAD AND THE STATION ON THE RIGHT AS
 LG0977'DESCRIBED.
 LG0977'
 LG0977'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2 MILE
 LG0977'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LG0977'
 LG0977'A 74 FOOT SIGNAL AT MUDDY IS VISIBLE AT 10 FEET.
 LG0977'
 LG0977'A 74 FOOT SIGNAL AT STERLING IS VISIBLE AT 10 FEET.
 LG0977'
 LG0977'AN 87 FOOT SIGNAL AT WEST POINT IS VISIBLE AT 10 FEET.
 LG0977'
 LG0977'A 47 FOOT SIGNAL AT DOUGLAS IS VISIBLE AT 10 FEET.
 LG0977'
 LG0977'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LG0977
 LG0977                          STATION RECOVERY (1957)
 LG0977
 LG0977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LG0977'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LG0977'GOOD CONDITION.  ROAD CONSTRUCTION WORK WILL DESTROY ALL THE
 LG0977'MARKS.  THEY WERE MOVED.  FOR DETAILS, SEE THE DESCRIPTION OF
 LG0977'PLEASANT HILL 2 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0976 ***********************************************************************
 LG0976  DESIGNATION -  PLEASANT HILL 2
 LG0976  PID         -  LG0976
 LG0976  STATE/COUNTY-  NE/OTOE
 LG0976  USGS QUAD   -  BURR (1966)
 LG0976
 LG0976                         *CURRENT SURVEY CONTROL
 LG0976  ___________________________________________________________________
 LG0976* NAD 83(1995)-  40 33 58.87113(N)    096 17 39.91578(W)     ADJUSTED  
 LG0976* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 LG0976  ___________________________________________________________________
 LG0976  LAPLACE CORR-          -8.33  (seconds)                    DEFLEC99
 LG0976  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 LG0976
 LG0976  HORZ ORDER  -  THIRD
 LG0976
 LG0976.The horizontal coordinates were established by classical geodetic methods
 LG0976.and adjusted by the National Geodetic Survey in August 1997..
 LG0976.No horizontal observational check was made to the station.
 LG0976
 LG0976.The orthometric height was scaled from a topographic map.
 LG0976
 LG0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0976
 LG0976.The geoid height was determined by GEOID03.
 LG0976
 LG0976;                    North         East     Units Scale Factor Converg.
 LG0976;SPC NE       -    88,109.406   813,642.584   MT  0.99979185   +2 27 20.4
 LG0976;UTM  14      - 4,494,138.228   729,041.397   MT  1.00024578   +1 45 37.0
 LG0976
 LG0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0976!SPC NE       -   0.99994284  x   0.99979185  =   0.99973470
 LG0976!UTM  14      -   0.99994284  x   1.00024578  =   1.00018860
 LG0976
 LG0976|---------------------------------------------------------------------|
 LG0976| PID    Reference Object                     Distance      Geod. Az  |
 LG0976|                                                           dddmmss.s |
 LG0976| LG0977 PLEASANT HILL                         1.965 METERS 00206     |
 LG0976| LG0975 1289 FEET OMAHA                      58.698 METERS 06827     |
 LG0976| CL8171 PLEASANT HILL 2 RM 3                 13.088 METERS 09024     |
 LG0976| CL8172 PLEASANT HILL 2 RM 4                 13.149 METERS 26940     |
 LG0976| CL8170 PLEASANT HILL 2 AZ MK                              2695840.2 |
 LG0976| CL8167 PLEASANT HILL AZ MK                                2722647.7 |
 LG0976|---------------------------------------------------------------------|
 LG0976
 LG0976                          SUPERSEDED SURVEY CONTROL
 LG0976
 LG0976  NAD 83(1986)-  40 33 58.87931(N)    096 17 39.91190(W) AD(       ) 3
 LG0976  NAD 27      -  40 33 58.88900(N)    096 17 38.87800(W) AD(       ) 3
 LG0976
 LG0976.Superseded values are not recommended for survey control.
 LG0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0976.See file dsdata.txt to determine how the superseded data were derived.
 LG0976
 LG0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2904194138(NAD 83)
 LG0976_MARKER: DS = TRIANGULATION STATION DISK
 LG0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0976_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0976
 LG0976  HISTORY     - Date     Condition        Report By
 LG0976  HISTORY     - 1957     MONUMENTED       CGS
 LG0976
 LG0976                          STATION DESCRIPTION
 LG0976
 LG0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LG0976'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF DOUGLAS, 3 MILES
 LG0976'NORTH OF THE OTOE-JOHNSON COUNTY LINE, 2 MILES NORTH OF THE
 LG0976'VILLAGE OF BURR, 218 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LG0976'GRAVEL ROAD, 185 FEET WEST OF A FENCE CORNER, 113 FEET SOUTHWEST
 LG0976'OF THE SOUTHWEST CORNER OF SCHOOL, 33 FEET SOUTH OF THE CENTER OF
 LG0976'A GRADED ROAD, AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS
 LG0976'6 INCHES AND THE DISK IS STAMPED PLEASANT HILL 2 1957.
 LG0976'
 LG0976'REFERENCE MARK NO. 3 IS 142 FEET WEST OF A FENCE CORNER, 33 FEET
 LG0976'SOUTH OF THE CENTER OF GRADED ROAD, AND 1 FOOT NORTH OF FENCE.
 LG0976'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED PLEASANT
 LG0976'HILL 2 NO 3 1957.
 LG0976'
 LG0976'REFERENCE MARK NO. 4 IS 33 FEET SOUTH OF THE CENTER OF GRADED
 LG0976'ROAD AND 1 FOOT NORTH OF FENCE,.  THE MARK PROJECTS 6 INCHES
 LG0976'AND THE DISK IS STAMPED PLEASANT HILL 2 NO 4 1957.
 LG0976'
 LG0976'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION, 30 FEET SOUTH OF THE
 LG0976'CENTER OF GRADED ROAD, AND 1 FOOT NORTH OF FENCE.  THE MARK
 LG0976'PROJECTS 8 INCHES AND THE DISK IS STAMPED PLEASANT HILL 2 1957.
 LG0976'
 LG0976'U.S.G.S. BM HAS BEEN DAMAGED.  THE PIPE HAS BEEN HIT BY SOME
 LG0976'HEAVY OBJECT, PROBABLY MOBILE, AND BENT.  IT IS 69 FEET
 LG0976'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL, 58 FEET
 LG0976'NORTH-NORTHWEST OF THE CENTER OF CROSSROAD, AND 11 FEET
 LG0976'NORTH-NORTHWEST OF A TELEPHONE POLE.  IT IS A U.S.G.S. BM BRONZE
 LG0976'CAP RIVETED TO THE TOP OF AN IRON PIPE THAT PROJECTS 15 INCHES.
 LG0976'IT IS STAMPED 1289 FEET OMAHA.
 LG0976'
 LG0976'TO REACH THE STATION FROM THE WATER TANK IN DOUGLAS, GO EAST
 LG0976'FOR 4.3 MILES TO A CROSSROAD AT A SCHOOLHOUSE.  TURN RIGHT AND GO
 LG0976'SOUTH FOR 2.0 MILES TO A CROSSROAD, A SCHOOL ON THE RIGHT, AND
 LG0976'THE STATION AS DESCRIBED.
 LG0976'
 LG0976'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2 MILE
 LG0976'TO THE AZIMUTH MARK ON THE LEFT.
 LG0976'
 LG0976'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4407 ***********************************************************************
 AJ4407  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4407  CBN         -  This is a Cooperative Base Network Control Station.
 AJ4407  DESIGNATION -  PLEASANT HILL 2 RESET
 AJ4407  PID         -  AJ4407
 AJ4407  STATE/COUNTY-  NE/OTOE
 AJ4407  USGS QUAD   -  BURR (1966)
 AJ4407
 AJ4407                         *CURRENT SURVEY CONTROL
 AJ4407  ___________________________________________________________________
 AJ4407* NAD 83(1995)-  40 33 58.87143(N)    096 17 39.91483(W)     ADJUSTED  
 AJ4407* NAVD 88     -       392.20   (meters)    1286.7    (feet)  GPS OBS   
 AJ4407  ___________________________________________________________________
 AJ4407  X           -    -531,996.730 (meters)                     COMP
 AJ4407  Y           -  -4,823,071.939 (meters)                     COMP
 AJ4407  Z           -   4,126,196.990 (meters)                     COMP
 AJ4407  LAPLACE CORR-          -8.33  (seconds)                    DEFLEC99
 AJ4407  ELLIP HEIGHT-         364.53  (meters)          (07/10/01) GPS OBS
 AJ4407  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AJ4407
 AJ4407  HORZ ORDER  -  B
 AJ4407  ELLP ORDER  -  FOURTH    CLASS I
 AJ4407
 AJ4407.The horizontal coordinates were established by GPS observations
 AJ4407.and adjusted by the National Geodetic Survey in March 2005..
 AJ4407
 AJ4407.The orthometric height was determined by GPS observations and a
 AJ4407.high-resolution geoid model using precise GPS observation and
 AJ4407.processing techniques.
 AJ4407
 AJ4407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4407
 AJ4407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4407
 AJ4407.The ellipsoidal height was determined by GPS observations
 AJ4407.and is referenced to NAD 83.
 AJ4407
 AJ4407.The geoid height was determined by GEOID03.
 AJ4407
 AJ4407;                    North         East     Units Scale Factor Converg.
 AJ4407;SPC NE       -    88,109.416   813,642.606   MT  0.99979185   +2 27 20.4
 AJ4407;UTM  14      - 4,494,138.238   729,041.419   MT  1.00024578   +1 45 37.0
 AJ4407
 AJ4407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4407!SPC NE       -   0.99994282  x   0.99979185  =   0.99973468
 AJ4407!UTM  14      -   0.99994282  x   1.00024578  =   1.00018859
 AJ4407
 AJ4407                          SUPERSEDED SURVEY CONTROL
 AJ4407
 AJ4407  NAD 83(1995)-  40 33 58.87161(N)    096 17 39.91605(W) AD(       ) A
 AJ4407
 AJ4407.Superseded values are not recommended for survey control.
 AJ4407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4407.See file dsdata.txt to determine how the superseded data were derived.
 AJ4407
 AJ4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK2904194138(NAD 83)
 AJ4407_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ4407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4407_STAMPING: PLEASANT HILL 2 1957 1989
 AJ4407_MARK LOGO: NGS   
 AJ4407_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4407+STABILITY: SURFACE MOTION
 AJ4407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4407+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ4407
 AJ4407  HISTORY     - Date     Condition        Report By
 AJ4407  HISTORY     - 1989     MONUMENTED       NGS
 AJ4407  HISTORY     - 2002     GOOD             NEDR
 AJ4407
 AJ4407                          STATION DESCRIPTION
 AJ4407
 AJ4407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 (JAO)
 AJ4407'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHEAST OF DOUGLAS ON THE
 AJ4407'RIGHT OF WAY OF COUNTY ROAD.  OWNERSHIP IS OTOE COUNTY.  TO REACH THE
 AJ4407'STATION FROM THE WATER TANK IN DOUGLAS, GO EAST FOR 4.3 MI (6.9 KM) TO
 AJ4407'A CROSSROAD AT A SCHOOLHOUSE, TURN RIGHT AND GO SOUTH FOR 2.0 MI (3.2
 AJ4407'KM) TO A CROSSROAD, TURN RIGHT AND GO WEST FOR 0.05 MI (0.08 KM) TO
 AJ4407'THE STATION, 218.0 FT (66.4 M) WEST OF THE CENTER OF A NORTH-SOUTH
 AJ4407'GRAVEL ROAD.  33.0 FT (10.1 M) SOUTH OF A GRADED ROAD, 1.0 FT (0.3 M)
 AJ4407'NORTH OF A WITNESS POST.
 AJ4407
 AJ4407                          STATION RECOVERY (2002)
 AJ4407
 AJ4407'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 AJ4407'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1145 ***********************************************************************
 ML1145  DESIGNATION -  PLEASANTON
 ML1145  PID         -  ML1145
 ML1145  STATE/COUNTY-  NE/BUFFALO
 ML1145  USGS QUAD   -  HAZARD (1978)
 ML1145
 ML1145                         *CURRENT SURVEY CONTROL
 ML1145  ___________________________________________________________________
 ML1145* NAD 83(1995)-  41 01 05.13053(N)    099 04 26.11870(W)     ADJUSTED  
 ML1145* NAVD 88     -       681.     (meters)    2234.     (feet)  SCALED    
 ML1145  ___________________________________________________________________
 ML1145  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 ML1145  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 ML1145
 ML1145  HORZ ORDER  -  THIRD
 ML1145
 ML1145.The horizontal coordinates were established by classical geodetic methods
 ML1145.and adjusted by the National Geodetic Survey in August 1997..
 ML1145
 ML1145.The orthometric height was scaled from a topographic map.
 ML1145
 ML1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1145
 ML1145.The geoid height was determined by GEOID03.
 ML1145
 ML1145;                    North         East     Units Scale Factor Converg.
 ML1145;SPC NE       -   131,956.516   577,869.168   MT  0.99969460   +0 36 49.4
 ML1145;UTM  14      - 4,540,768.059   493,784.758   MT  0.99960048   -0 02 54.7
 ML1145
 ML1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1145!SPC NE       -   0.99989692  x   0.99969460  =   0.99959155
 ML1145!UTM  14      -   0.99989692  x   0.99960048  =   0.99949744
 ML1145
 ML1145|---------------------------------------------------------------------|
 ML1145| PID    Reference Object                     Distance      Geod. Az  |
 ML1145|                                                           dddmmss.s |
 ML1145| CN9473 PLEASANTON RM 1                      17.022 METERS 00218     |
 ML1145| CN9474 PLEASANTON RM 2                      15.272 METERS 09204     |
 ML1145| LH1297 PLEASANTON MUNICIPAL STANDPIPE      APPROX. 5.4 KM 1952220.2 |
 ML1145| CN9472 PLEASANTON AZ MK                                   2711037.5 |
 ML1145|---------------------------------------------------------------------|
 ML1145
 ML1145                          SUPERSEDED SURVEY CONTROL
 ML1145
 ML1145  NAD 83(1986)-  41 01 05.13811(N)    099 04 26.12152(W) AD(       ) 3
 ML1145  NAD 27      -  41 01 05.10300(N)    099 04 24.80700(W) AD(       ) 3
 ML1145
 ML1145.Superseded values are not recommended for survey control.
 ML1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1145.See file dsdata.txt to determine how the superseded data were derived.
 ML1145
 ML1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9378540768(NAD 83)
 ML1145_MARKER: DS = TRIANGULATION STATION DISK
 ML1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1145
 ML1145  HISTORY     - Date     Condition        Report By
 ML1145  HISTORY     - 1951     MONUMENTED       CGS
 ML1145
 ML1145                          STATION DESCRIPTION
 ML1145
 ML1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 ML1145'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF HAZARD AND
 ML1145'ABOUT 3.5 MILES NORTH-NORTHEAST OF PLEASANTON ON THE RIGHT-OF-WAY
 ML1145'OF AN EAST-WEST SECTION LINE ROAD, 26 FEET SOUTH OF THE CENTER
 ML1145'OF A TRACK ROAD AND 3 FEET NORTH OF AN EAST-WEST FENCE LINE.
 ML1145'IT IS STAMPED PLEASANTON 1951 AND PROJECTS 3 INCHES.
 ML1145'
 ML1145'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 68 FEET
 ML1145'WEST OF A T FENCE CORNER AND 1 FOOT SOUTH OF AN EAST-WEST
 ML1145'FENCE LINE.  IT IS STAMPED PLEASANTON NO 1 1951 AND PROJECTS
 ML1145'6 INCHES.
 ML1145'
 ML1145'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 1 FOOT NORTH
 ML1145'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED PLEASANTON NO 2 1951
 ML1145'AND PROJECTS 6 INCHES.
 ML1145'
 ML1145'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 120 FEET EAST
 ML1145'OF THE CENTER OF STATE HIGHWAY 10, 25 FEET NORTH OF THE
 ML1145'CENTER OF AN EAST-WEST ROAD AND 1 FOOT SOUTH OF AN EAST-WEST
 ML1145'FENCE LINE.  IT IS STAMPED PLEASANTON 1951 AND PROJECTS 4
 ML1145'INCHES.
 ML1145'
 ML1145'TO REACH THE STATION FROM THE INTERSECTION JUST EAST OF THE
 ML1145'POST OFFICE IN PLEASANTON, GO NORTH, EAST AND NORTH ON STATE
 ML1145'HIGHWAY 10 FOR 3.85 MILES TO A CROSSROAD.  (AZIMUTH MARK IS
 ML1145'JUST EAST AS DESCRIBED.) TURN RIGHT AND GO EAST ON DIRT
 ML1145'ROAD FOR 0.5 MILE TO STATION ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1297 ***********************************************************************
 LH1297  DESIGNATION -  PLEASANTON MUNICIPAL STANDPIPE
 LH1297  PID         -  LH1297
 LH1297  STATE/COUNTY-  NE/BUFFALO
 LH1297  USGS QUAD   -  PLEASANTON (1962)
 LH1297
 LH1297                         *CURRENT SURVEY CONTROL
 LH1297  ___________________________________________________________________
 LH1297* NAD 83(1995)-  40 58 17.44649(N)    099 05 26.94110(W)     ADJUSTED  
 LH1297* NAVD 88     -                                                        
 LH1297  ___________________________________________________________________
 LH1297  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 LH1297  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 LH1297
 LH1297  HORZ ORDER  -  THIRD
 LH1297
 LH1297.The horizontal coordinates were established by classical geodetic methods
 LH1297.and adjusted by the National Geodetic Survey in August 1997..
 LH1297
 LH1297
 LH1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1297
 LH1297.The geoid height was determined by GEOID03.
 LH1297
 LH1297;                    North         East     Units Scale Factor Converg.
 LH1297;SPC NE       -   126,770.522   576,502.976   MT  0.99970179   +0 36 09.0
 LH1297;UTM  14      - 4,535,598.704   492,358.866   MT  0.99960072   -0 03 34.4
 LH1297
 LH1297                          SUPERSEDED SURVEY CONTROL
 LH1297
 LH1297  NAD 83(1986)-  40 58 17.45360(N)    099 05 26.94344(W) AD(       ) 4
 LH1297  NAD 27      -  40 58 17.42000(N)    099 05 25.62700(W) AD(       ) 3
 LH1297
 LH1297.Superseded values are not recommended for survey control.
 LH1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1297.See file dsdata.txt to determine how the superseded data were derived.
 LH1297
 LH1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML9235935599(NAD 83)
 LH1297_MARKER: 52 = STANDPIPE TANK
 LH1297
 LH1297  HISTORY     - Date     Condition        Report By
 LH1297  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1297
 LH1297                          STATION DESCRIPTION
 LH1297
 LH1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1297'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF PLEASANTON.
 LH1297'IT IS A CYLINDRICAL SHAPED STRUCTURE 18 FEET IN DIAMETER AND HAS
 LH1297'AN OVERALL HEIGHT OF 40 FEET.  THE POINT OBSERVED UPON WAS THE
 LH1297'APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0392 ***********************************************************************
 LJ0392  DESIGNATION -  PLUM
 LJ0392  PID         -  LJ0392
 LJ0392  STATE/COUNTY-  NE/FRONTIER
 LJ0392  USGS QUAD   -  EUSTIS SW (1970)
 LJ0392
 LJ0392                         *CURRENT SURVEY CONTROL
 LJ0392  ___________________________________________________________________
 LJ0392* NAD 83(1995)-  40 37 18.02260(N)    100 09 02.54507(W)     ADJUSTED  
 LJ0392* NAVD 88     -       824.74   (+/-2cm)    2705.8    (feet)  VERTCON   
 LJ0392  ___________________________________________________________________
 LJ0392  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 LJ0392  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 LJ0392
 LJ0392  HORZ ORDER  -  FIRST
 LJ0392  VERT ORDER  -  THIRD ? (See Below)
 LJ0392
 LJ0392.The horizontal coordinates were established by classical geodetic methods
 LJ0392.and adjusted by the National Geodetic Survey in August 1997..
 LJ0392
 LJ0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0392.The vertical order pertains to the NGVD 29 superseded value.
 LJ0392
 LJ0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0392
 LJ0392.The geoid height was determined by GEOID03.
 LJ0392
 LJ0392;                    North         East     Units Scale Factor Converg.
 LJ0392;SPC NE       -    87,539.912   487,250.872   MT  0.99977665   -0 05 59.5
 LJ0392;UTM  14      - 4,497,396.916   402,671.530   MT  0.99971660   -0 44 57.3
 LJ0392
 LJ0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0392!SPC NE       -   0.99987437  x   0.99977665  =   0.99965105
 LJ0392!UTM  14      -   0.99987437  x   0.99971660  =   0.99959100
 LJ0392
 LJ0392|---------------------------------------------------------------------|
 LJ0392| PID    Reference Object                     Distance      Geod. Az  |
 LJ0392|                                                           dddmmss.s |
 LJ0392| CN9476 PLUM RM 1                            57.695 METERS 05456     |
 LJ0392| CN9475 PLUM AZ MK                                         0625738.8 |
 LJ0392| LH1040 SALEM EVAN LUTHERAN CH SPIRE        APPROX.19.6 KM 1351000.3 |
 LJ0392| CN9478 PLUM RM 3                            43.834 METERS 23049     |
 LJ0392| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.22.4 KM 2900254.6 |
 LJ0392| CN9477 PLUM RM 2                            32.065 METERS 30801     |
 LJ0392|---------------------------------------------------------------------|
 LJ0392
 LJ0392                          SUPERSEDED SURVEY CONTROL
 LJ0392
 LJ0392  NAD 83(1986)-  40 37 18.02797(N)    100 09 02.55024(W) AD(       ) 1
 LJ0392  NAD 27      -  40 37 18.00079(N)    100 09 01.07015(W) AD(       ) 1
 LJ0392  NGVD 29 (07/19/86)  824.42   (m)         2704.8    (f) LEVELING    3  
 LJ0392
 LJ0392.Superseded values are not recommended for survey control.
 LJ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0392.See file dsdata.txt to determine how the superseded data were derived.
 LJ0392
 LJ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK0267297397(NAD 83)
 LJ0392_MARKER: DS = TRIANGULATION STATION DISK
 LJ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0392_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LJ0392
 LJ0392  HISTORY     - Date     Condition        Report By
 LJ0392  HISTORY     - 1934     MONUMENTED       CGS
 LJ0392  HISTORY     - 1951     GOOD             CGS
 LJ0392
 LJ0392                          STATION DESCRIPTION
 LJ0392
 LJ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0392'STATION IS IN THE NORTHWEST QUARTER OF SEC. 34, T. 8 N., R.
 LJ0392'25 W., 3 MILES SOUTH AND 6-1/2 MILES WEST OF EUSTIS AND 3
 LJ0392'MILES EAST AND 6 MILES SOUTH OF FARNAM, ON THE LAND OF MR. B.
 LJ0392'LEHMAN, BEHIND THE HOUSE.  STATION IS 106 FEET SOUTHEAST OF
 LJ0392'THE GARAGE AND 33 FEET NORTHEAST OF THE GRANARY.  MARK IS 8
 LJ0392'INCHES BELOW THE GROUND.
 LJ0392'
 LJ0392'TO REACH STATION FROM THE RAILROAD STATION IN EUSTIS, GO
 LJ0392'WEST ON STREET RUNNING ALONG THE NORTH SIDE OF RAILROAD FOR
 LJ0392'3 BLOCKS, TURN RIGHT UP HILL FOR 0.25 MILE, AT STREET END TURN
 LJ0392'LEFT FOR 0.4 MILE, THEN TURN LEFT AND FOLLOW STATE HIGHWAY 23
 LJ0392'N FOR 3.6 MILES WEST.  WHERE STATE HIGHWAY 23 N BENDS TO THE
 LJ0392'RIGHT, TAKE LEFT FORK AND CROSSING RAILROAD GO 2.6 MILES WEST
 LJ0392'TO ROAD END.  TURN LEFT AND GO 3.0 MILES SOUTH, THEN TAKE RIGHT
 LJ0392'FORK ACROSS BRIDGE FOR 0.8 MILE TO T-ROAD RIGHT AND LEHMANS
 LJ0392'HOUSE AT LEFT.  TURN LEFT INTO DRIVEWAY AND GO 0.05 MILE EAST
 LJ0392'TO MARK.
 LJ0392'
 LJ0392'AZIMUTH MARK IS 1.1 MILES EAST-NORTHEAST OF STATION ON WEST EDGE
 LJ0392'OF SCHOOL YARD.  THE MARK IS 27 FEET SOUTH OF CENTERLINE OF
 LJ0392'ROAD, IN FENCE WHICH IS 55 FEET WEST OF SCHOOL, AND PROJECTS
 LJ0392'6 INCHES ABOVE GROUND.  TO REACH FROM STATION GO WEST TO ROAD,
 LJ0392'TURN RIGHT AND GO 0.8 MILE NORTH TO T-ROAD, TURN RIGHT AND GO
 LJ0392'1.0 MILE EAST TO MARK ON RIGHT.
 LJ0392'
 LJ0392'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION IN FENCE
 LJ0392'CORNER, AND PROJECTS 6 INCHES ABOVE THE GROUND.
 LJ0392'
 LJ0392'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, AT THE NORTHEAST
 LJ0392'CORNER OF GARAGE, AND PROJECTS 6 INCHES ABOVE GROUND.
 LJ0392'
 LJ0392'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LJ0392
 LJ0392                          STATION RECOVERY (1951)
 LJ0392
 LJ0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0392'THE STATION MARKS, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 LJ0392'WERE RECOVERED AND ARE IN GOOD CONDITION.  THE 1934 REFERENCE
 LJ0392'MARK NO. 1 WAS DESTROYED BY CULTIVATION AND A NEW REFERENCE
 LJ0392'MARK NO. 3 WAS ESTABLISHED.
 LJ0392'
 LJ0392'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0392'
 LJ0392'THE STATION IS LOCATED ABOUT 6.5 MILES WEST AND 3.0 MILES SOUTH
 LJ0392'OF EUSTIS AND 6.0 MILES SOUTH AND 3.0 MILES EAST OF FARNAM ON
 LJ0392'LAND OWNED BY MR. ADOLPH KOCH.  IT IS 139.0 FEET EAST OF THE
 LJ0392'CENTER OF A WELL, 33.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 LJ0392'CORNER OF A GRANARY AND NEAR THE EAST EDGE OF A FARM YARD.  IT IS
 LJ0392'12 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED PLUM
 LJ0392'1934.
 LJ0392'
 LJ0392'REFERENCE MARK NO. 2 IS 70.0 FEET SOUTH OF THE SOUTHEAST
 LJ0392'CORNER OF A BARN AND 45.0 FEET EAST OF THE CENTER OF A WELL.
 LJ0392'IT PROJECTS 10 INCHES AND IS STAMPED PLUM NO 2 1934.
 LJ0392'
 LJ0392'REFERENCE MARK NO. 3 IS 19.0 FEET WEST OF THE NORTHEAST CORNER
 LJ0392'AND 1.0 FOOT NORTH OF THE NORTH WALL OF A CHICKEN HOUSE.  IT
 LJ0392'PROJECTS 3 INCHES AND IS STAMPED PLUM NO 3 1934.
 LJ0392'
 LJ0392'THE AZIMUTH MARK IS LOCATED IN THE NORTHWEST CORNER OF A SCHOOL
 LJ0392'YARD, 61.0 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 LJ0392'SCHOOLHOUSE, 27.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD,
 LJ0392'4.0 FEET SOUTH OF A TELEPHONE POLE AND 1.5 FEET SOUTH OF A
 LJ0392'WITNESS POST.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 LJ0392'AND IS STAMPED PLUM AZI 1934.
 LJ0392'
 LJ0392'TO REACH THE STATION FROM THE POST OFFICE IN FARNAM, GO EAST
 LJ0392'ON STATE ROUTE NO. 23N FOR 2.3 MILES TO THE JUNCTION WITH
 LJ0392'STATE ROUTE NO. 47.  HERE TURN RIGHT AND GO SOUTHEASTERLY
 LJ0392'ON STATE ROUTE NO 23N FOR 1.25 MILES TO A CROSSROAD, TURN RIGHT
 LJ0392'AND GO SOUTH ON A GRADED ROAD FOR 4.4 MILES TO A FORK, TAKE
 LJ0392'RIGHT FORK AND CONTINUE SOUTH FOR 0.7 MILE TO A GROUP OF
 LJ0392'FARM BUILDINGS ON THE LEFT AND THE STATION NEAR THE EAST EDGE
 LJ0392'OF THE FARM YARD AS DESCRIBED.
 LJ0392'
 LJ0392'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 LJ0392'GRADED ROAD FOR 0.7 MILE TO A FORK, TAKE THE RIGHT FORK AND GO
 LJ0392'EAST FOR 1.0 MILE TO A SCHOOLHOUSE ON THE RIGHT AND THE MARK
 LJ0392'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0798 ***********************************************************************
 NN0798  DESIGNATION -  PLUM
 NN0798  PID         -  NN0798
 NN0798  STATE/COUNTY-  NE/BROWN
 NN0798  USGS QUAD   -  HUDDLE TABLE (1950)
 NN0798
 NN0798                         *CURRENT SURVEY CONTROL
 NN0798  ___________________________________________________________________
 NN0798* NAD 83(1995)-  42 45 22.24653(N)    099 53 22.12028(W)     ADJUSTED  
 NN0798* NAVD 88     -       706.     (meters)    2316.     (feet)  SCALED    
 NN0798  ___________________________________________________________________
 NN0798  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 NN0798  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 NN0798
 NN0798  HORZ ORDER  -  THIRD
 NN0798
 NN0798.The horizontal coordinates were established by classical geodetic methods
 NN0798.and adjusted by the National Geodetic Survey in August 1997..
 NN0798
 NN0798.The orthometric height was scaled from a topographic map.
 NN0798
 NN0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0798
 NN0798.The geoid height was determined by GEOID03.
 NN0798
 NN0798;                    North         East     Units Scale Factor Converg.
 NN0798;SPC NE       -   324,542.358   509,046.703   MT  0.99989733   +0 04 23.7
 NN0798;UTM  14      - 4,734,123.101   427,213.886   MT  0.99966518   -0 36 14.0
 NN0798
 NN0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0798!SPC NE       -   0.99989287  x   0.99989733  =   0.99979021
 NN0798!UTM  14      -   0.99989287  x   0.99966518  =   0.99955808
 NN0798
 NN0798|---------------------------------------------------------------------|
 NN0798| PID    Reference Object                     Distance      Geod. Az  |
 NN0798|                                                           dddmmss.s |
 NN0798| CO3499 PLUM RM 1                            10.168 METERS 00300     |
 NN0798| CO3498 PLUM AZ MK                                         0821149.0 |
 NN0798| CO3500 PLUM RM 2                            11.535 METERS 25727     |
 NN0798|---------------------------------------------------------------------|
 NN0798
 NN0798                          SUPERSEDED SURVEY CONTROL
 NN0798
 NN0798  NAD 83(1986)-  42 45 22.25187(N)    099 53 22.13244(W) AD(       ) 3
 NN0798  NAD 27      -  42 45 22.25100(N)    099 53 20.70000(W) AD(       ) 3
 NN0798
 NN0798.Superseded values are not recommended for survey control.
 NN0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0798.See file dsdata.txt to determine how the superseded data were derived.
 NN0798
 NN0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2721434123(NAD 83)
 NN0798_MARKER: DS = TRIANGULATION STATION DISK
 NN0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0798
 NN0798  HISTORY     - Date     Condition        Report By
 NN0798  HISTORY     - 1949     MONUMENTED       CGS
 NN0798  HISTORY     - 1967     GOOD             USAF
 NN0798
 NN0798                          STATION DESCRIPTION
 NN0798
 NN0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0798'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF AINSWORTH
 NN0798'AND 2-1/2 MILES WEST OF MEADVILLE.  IT IS SITUATED ON THE
 NN0798'HIGHEST POINT OF A SAND KNOLL, 6 FEET SOUTHWEST OF A WITNESS
 NN0798'POST.  IT PROJECTS 5 INCHES AND IS STAMPED PLUM 1949.
 NN0798'
 NN0798'REFERENCE MARK NO. 1 IS 6 INCHES BELOW THE ELEVATION OF
 NN0798'THE STATION.  IT PROJECTS 6 INCHES AND IS STAMPED PLUM NO
 NN0798'1 1949.
 NN0798'
 NN0798'REFERENCE MARK NO. 2 IS 9 INCHES BELOW THE ELEVATION OF THE
 NN0798'STATION.  IT PROJECTS 5 INCHES AND IS STAMPED PLUM NO 2 1949.
 NN0798'
 NN0798'THE AZIMUTH MARK IS LOCATED AT A FENCE CORNER, 42 FEET WEST
 NN0798'FROM THE CENTER OF A GATE AND 3 FEET WEST OF A WITNESS POST.
 NN0798'IT PROJECTS 5 INCHES AND IS STAMPED PLUM 1949.
 NN0798'
 NN0798'TO REACH THE STATION FROM THE POST OFFICE IN MEADVILLE, GO
 NN0798'SOUTH ON STATE ROUTE 7 FOR 0.5 MILE TO BRIDGE OVER THE NIOBRARA
 NN0798'RIVER, CROSS BRIDGE AND CONTINUE 0.05 MILE TO A FORK, TAKE
 NN0798'RIGHT FORK AND GO 0.85 MILE TO A BRIDGE ACROSS PLUM CREEK,
 NN0798'CROSS BRIDGE AND CONTINUE ON MAIN ROAD FOR 0.6 MILE TO CATTLE
 NN0798'GUARD, CONTINUE FOR 0.35 MILE TO A GATE AND FORK, (AZIMUTH
 NN0798'MARK ON THE RIGHT AS DESCRIBED ABOVE) TAKE RIGHT FORK AND
 NN0798'GO WESTERLY FOR 0.5 MILE TO A GATE, PASS THROUGH GATE AND
 NN0798'BEAR LEFT FOR 0.1 MILE TO TOP OF KNOLL AND THE STATION AS
 NN0798'DESCRIBED.
 NN0798'
 NN0798'A 74 FOOT SIGNAL AT HIGHLAND IS VISIBLE AT 4 FEET.
 NN0798'
 NN0798'A 4 FOOT SIGNAL AT NIOBRARA (USGS) IS VISIBLE AT 4 FEET.
 NN0798'
 NN0798'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0798
 NN0798                          STATION RECOVERY (1967)
 NN0798
 NN0798'RECOVERY NOTE BY US AIR FORCE 1967
 NN0798'STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 NN0798'IN GOOD CONDITION.
 NN0798'
 NN0798'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 NN0798'
 NN0798'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 NN0798'AND U.S. HIGHWAY 20 IN AINSWORTH, NEBRASKA, GO EAST ON HIGHWAY
 NN0798'20 FOR 7 BLOCKS TO THE NEBRASKA STATE DEPARTMENT OF ROADS
 NN0798'OFFICE.  TURN LEFT (NORTH) ON OLD STATE HIGHWAY 7 FOR 14.4
 NN0798'MILES TO A SCHOOL HOUSE NEAR THE SOUTH END OF THE NIOBRARA
 NN0798'RIVER BRIDGE.  TURN HARD LEFT AT THE ROAD FORK BEFORE CROSSING
 NN0798'THE BRIDGE, AND GO WEST ON TRACK ROAD FOR 0.85 MILE TO A BRIDGE
 NN0798'CROSSING PLUM CREEK.  CROSS THE BRIDGE, AND CURVE LEFT ON
 NN0798'THE MAIN ROAD.  CONTINUE WEST FOR 0.6 MILE TO A GATE.  PASS
 NN0798'THROUGH THE GATE, AND GO 0.4 MILE TO A CURVE.  BEAR LEFT
 NN0798'FOR 0.5 MILE TO A NORTH-SOUTH FENCELINE.  TURN RIGHT ON THE
 NN0798'WEST SIDE OF THE FENCE, AND GO NORTH-NORTHEAST FOR 0.3
 NN0798'MILE TO THE HIGHEST POINT IN THE AREA AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0807 ***********************************************************************
 LG0807  DESIGNATION -  PLUMMER
 LG0807  PID         -  LG0807
 LG0807  STATE/COUNTY-  NE/SALINE
 LG0807  USGS QUAD   -  SWANTON (1961)
 LG0807
 LG0807                         *CURRENT SURVEY CONTROL
 LG0807  ___________________________________________________________________
 LG0807* NAD 83(1995)-  40 27 23.44272(N)    097 01 37.73151(W)     ADJUSTED  
 LG0807* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 LG0807  ___________________________________________________________________
 LG0807  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 LG0807  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 LG0807
 LG0807  HORZ ORDER  -  SECOND
 LG0807
 LG0807.The horizontal coordinates were established by classical geodetic methods
 LG0807.and adjusted by the National Geodetic Survey in August 1997..
 LG0807
 LG0807.The orthometric height was scaled from a topographic map.
 LG0807
 LG0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0807
 LG0807.The geoid height was determined by GEOID03.
 LG0807
 LG0807;                    North         East     Units Scale Factor Converg.
 LG0807;SPC NE       -    73,526.276   752,070.829   MT  0.99982474   +1 58 12.4
 LG0807;UTM  14      - 4,480,296.702   667,280.577   MT  0.99994446   +1 16 49.5
 LG0807
 LG0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0807!SPC NE       -   0.99993703  x   0.99982474  =   0.99976178
 LG0807!UTM  14      -   0.99993703  x   0.99994446  =   0.99988150
 LG0807
 LG0807:                Primary Azimuth Mark                     Grid Az
 LG0807:SPC NE       -  WILBER MUNICIPAL TANK                    054 50 49.9
 LG0807:UTM  14      -  WILBER MUNICIPAL TANK                    055 32 12.8
 LG0807
 LG0807|---------------------------------------------------------------------|
 LG0807| PID    Reference Object                     Distance      Geod. Az  |
 LG0807|                                                           dddmmss.s |
 LG0807| LG1102 WILBER MUNICIPAL TANK               APPROX. 5.8 KM 0564902.3 |
 LG0807| LG1096 WILBER MUN POWER PLANT STACK        APPROX. 6.2 KM 0650041.4 |
 LG0807| LG1089 CLAYTONIA MUNICIPAL TANK            APPROX.14.8 KM 0850045.7 |
 LG0807| LG1097 DEWITT MUNICIPAL TANK               APPROX.10.8 KM 1273403.3 |
 LG0807| CN9485 PLUMMER RM 1                         18.984 METERS 13246     |
 LG0807| LG0809 SWANTON MUNICIPAL TANK              APPROX. 9.3 KM 2074808.2 |
 LG0807| CN9486 PLUMMER RM 2                         21.085 METERS 22602     |
 LG0807| CN9484 PLUMMER AZ MK                                      3582212.8 |
 LG0807|---------------------------------------------------------------------|
 LG0807
 LG0807                          SUPERSEDED SURVEY CONTROL
 LG0807
 LG0807  NAD 83(1986)-  40 27 23.45023(N)    097 01 37.73053(W) AD(       ) 2
 LG0807  NAD 27      -  40 27 23.43700(N)    097 01 36.61900(W) AD(       ) 2
 LG0807
 LG0807.Superseded values are not recommended for survey control.
 LG0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0807.See file dsdata.txt to determine how the superseded data were derived.
 LG0807
 LG0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK6728180297(NAD 83)
 LG0807_MARKER: DS = TRIANGULATION STATION DISK
 LG0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0807
 LG0807  HISTORY     - Date     Condition        Report By
 LG0807  HISTORY     - 1947     MONUMENTED       CGS
 LG0807  HISTORY     - 1958     MARK NOT FOUND   USGS
 LG0807  HISTORY     - 1961     GOOD             CGS
 LG0807  HISTORY     - 1970     GOOD             NGS
 LG0807
 LG0807                          STATION DESCRIPTION
 LG0807
 LG0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0807'THE STATION IS LOCATED ABOUT 3.5 MILES WEST AND 1.6 MILES SOUTH
 LG0807'OF WILBER, ON LAND OWNED AND OCCUPIED BY MR. ADOLPH SMEJDIR.  IT
 LG0807'IS 127 FEET NORTH OF THE NORTHEAST CORNER OF THE FARM HOUSE, 82
 LG0807'FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 41 FEET WEST
 LG0807'OF THE SOUTHEAST FENCE CORNER AROUND FIELD, 27 FEET NORTH OF
 LG0807'THE CENTER OF THE DRIVEWAY AND 8 FEET SOUTH OF EAST-WEST FENCE
 LG0807'LINE.  IT IS STAMPED PLUMMER 1947 AND SET FLUSH WITH THE GROUND
 LG0807'SURFACE.
 LG0807'
 LG0807'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 79 FEET NORTH
 LG0807'OF THE NORTHEAST CORNER OF THE FARM HOUSE AND 50 FEET SOUTH OF
 LG0807'THE SOUTHEAST FENCE CORNER.  IT IS STAMPED PLUMMER NO 1 1947 AND
 LG0807'SET FLUSH WITH THE GROUND SURFACE.
 LG0807'
 LG0807'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 30 FEET EAST OF
 LG0807'THE CENTER OF THE NORTH-SOUTH ROAD AND 25 FEET SOUTH OF THE
 LG0807'CENTER OF THE DRIVEWAY.  IT IS STAMPED PLUMMER NO 2 1947 AND
 LG0807'SET FLUSH WITH THE GROUND SURFACE.
 LG0807'
 LG0807'THE AZIMUTH MARK IS ABOUT 0.8 MILE NORTH OF THE STATION, 35 FEET
 LG0807'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 15 FEET NORTH OF THE
 LG0807'CENTER OF EAST-WEST ROAD, 1.5 FEET NORTHEAST OF FENCE CORNER AND 2
 LG0807'FEET SOUTH OF WHITE WITNESS POST.  IT IS STAMPED PLUMMER 1947 AND
 LG0807'PROJECTS 4 INCHES.
 LG0807'
 LG0807'TO REACH THE STATION FROM THE RAILROAD STATION IN WILBER, GO WEST
 LG0807'ON STATE ROUTE 41 FOR 3.4 MILES TO CROSSROAD, TURN LEFT AND
 LG0807'GO SOUTH FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LG0807'DESCRIBED, CONTINUE SOUTH ON DIRT ROAD FOR 0.8 MILE TO THE
 LG0807'SMEJDIR FARM HOUSE ON THE LEFT AND STATION AS DESCRIBED.
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION KRAMER IS VISIBLE AT 37 FEET
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION CLAYTONIA IS VISIBLE AT 37 FEET
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION SNAKE IS VISIBLE AT 37 FEET
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION WILBER IS VISIBLE AT 37 FEET
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION PLYMOUTH IS VISIBLE AT 37 FEET
 LG0807'
 LG0807'A 100 FOOT SIGNAL AT STATION PLACEK ECC IS VISIBLE AT 37 FEET
 LG0807'
 LG0807'A GROUND SIGNAL AT STATION BRUSH IS VISIBLE AT 50 FEET
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION ZALESKY 1935 IS V.G.
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION CLARK 1935 IS VISIBLE AT 37 FEET
 LG0807'
 LG0807'A 74 FOOT SIGNAL AT STATION TURKEY IS V.G.
 LG0807'
 LG0807'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0807
 LG0807                          STATION RECOVERY (1958)
 LG0807
 LG0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LG0807'THIS STATION WAS DUG FOR BUT UNABLE TO FIND.  THE PRESENT OWNER
 LG0807'SAYS THERE HAS BEEN SOME FARMING DONE WHERE THE STATION IS
 LG0807'SUPPOSED TO BE.  THIS PLACE IS NOW VACANT AND A NEW OWNER IN THE
 LG0807'LAST FOUR YEARS.
 LG0807'
 LG0807'THE REFERENCE MARKS WERE NOT FOUND, IT APPEARS THE MARKS HAVE
 LG0807'BEEN TAKEN OUT.
 LG0807'
 LG0807'THE AZIMUTH MARK IS OKAY.
 LG0807
 LG0807                          STATION RECOVERY (1961)
 LG0807
 LG0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0807'THE STATION MARKS, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LG0807'WERE FOUND AND RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 LG0807'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN
 LG0807'THE LOCATION AND DESCRIPTION TO REACH
 LG0807'THE STATION WAS FOUND TO BE ADEQUATE, THE FENCE CORNER USED
 LG0807'FOR REFERENCE DISTANCES TO STATION AND REFERENCE MARKS HAS
 LG0807'BEEN MOVED AND THE NEW MEASUREMENTS ARE SHOWN BELOW.
 LG0807'
 LG0807'STATION MARK IS LOCATED ABOUT 132 FEET NORTH OF THE NORTH SIDE
 LG0807'OF A FARMHOUSE, 48.8 FEET WEST-SOUTHWEST OF A CORN CRIB
 LG0807'GRANERY, 92.6 FEET SOUTHEAST OF THE NORTHWEST FENCE CORNER.  IT
 LG0807'IS STAMPED PLUMMER 1947 AND IS SET FLUSH WITH THE GROUND SURFACE.
 LG0807'
 LG0807'REFERENCE MARK 1 84.3 FEET NORTH OF THE NORTHEAST CORNER OF
 LG0807'FARMHOUSE, 67.9 FEET SOUTH OF THE SOUTHWEST OF THE CORN CRIB
 LG0807'GRANERY AND 5.7 FEET SOUTHWEST OF THE MIDDLE ONE OF THREE TREES.
 LG0807'IT IS STAMPED PLUMMER NO 1 1947 AND IT IS ABOUT 2 INCHES BELOW THE
 LG0807'GROUND SURFACE.
 LG0807'
 LG0807'REFERENCE MARK 2 IS ABOUT 40.0 FEET SOUTH OF THE CENTER OF OLD
 LG0807'DRIVEWAY, 33.3 FEET EAST OF CENTER OF NORTH-SOUTH GRAVEL ROAD
 LG0807'AND 13.4 FEET WEST OF A ROW OF WINDBREAK TREES AND 2 FEET SOUTH
 LG0807'OF A METAL WITNESS POST AND SIGN.  THE DISK IS STAMPED PLUMMER
 LG0807'NO 2 1947 AND IT IS SET FLUSH WITH THE GROUND SURFACE.
 LG0807'
 LG0807'REFERENCE MARK 1 TO REFERENCE MARK 2 OBSTRUCTED BY TREES.
 LG0807'
 LG0807'AZIMUTH MARK IS 34.3 FEET WEST OF A GRADED GRAVEL ROAD, 14.0 FEET
 LG0807'NORTH OF DRIVEWAY TO FARMHOUSE, 1.5 FEET NORTHEAST OF FENCE
 LG0807'CORNER POST AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.
 LG0807'THE DISK IS STAMPED PLUMMER 1947 AND PROJECTS ABOUT 4 INCHES
 LG0807'ABOVE GROUND SURFACE.
 LG0807'
 LG0807'PICTURE POINT SELECTED THE INTERSECTION OF CENTERLINES OF THE
 LG0807'NORTH-SOUTH GRAVEL ROAD AND NORTH DRIVEWAY TO FARMYARD AND ABOUT
 LG0807'THE SAME ELEVATION AS THE STATION.
 LG0807
 LG0807                          STATION RECOVERY (1970)
 LG0807
 LG0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0807'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LG0807'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 LG0807'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 LG0807'ADEQUATE FOR RECOVERY.
 LG0807'
 LG0807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2
 LG0807'MILES WEST AND 1.6 MILES SOUTH OF WILBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1095 ***********************************************************************
 LG1095  DESIGNATION -  PLYMOUTH
 LG1095  PID         -  LG1095
 LG1095  STATE/COUNTY-  NE/JEFFERSON
 LG1095  USGS QUAD   -  PLYMOUTH (1980)
 LG1095
 LG1095                         *CURRENT SURVEY CONTROL
 LG1095  ___________________________________________________________________
 LG1095* NAD 83(1995)-  40 18 27.69505(N)    096 57 13.74266(W)     ADJUSTED  
 LG1095* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 LG1095  ___________________________________________________________________
 LG1095  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 LG1095  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 LG1095
 LG1095  HORZ ORDER  -  SECOND
 LG1095
 LG1095.The horizontal coordinates were established by classical geodetic methods
 LG1095.and adjusted by the National Geodetic Survey in August 1997..
 LG1095
 LG1095.The orthometric height was scaled from a topographic map.
 LG1095
 LG1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1095
 LG1095.The geoid height was determined by GEOID03.
 LG1095
 LG1095;                    North         East     Units Scale Factor Converg.
 LG1095;SPC NE       -    57,230.316   758,868.044   MT  0.99987505   +2 01 07.3
 LG1095;UTM  14      - 4,463,918.035   673,881.154   MT  0.99997219   +1 19 26.4
 LG1095
 LG1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1095!SPC NE       -   0.99993706  x   0.99987505  =   0.99981212
 LG1095!UTM  14      -   0.99993706  x   0.99997219  =   0.99990925
 LG1095
 LG1095:                Primary Azimuth Mark                     Grid Az
 LG1095:SPC NE       -  DEWITT MUNICIPAL TANK                    011 23 02.2
 LG1095:UTM  14      -  DEWITT MUNICIPAL TANK                    012 04 43.1
 LG1095
 LG1095|---------------------------------------------------------------------|
 LG1095| PID    Reference Object                     Distance      Geod. Az  |
 LG1095|                                                           dddmmss.s |
 LG1095| LG1097 DEWITT MUNICIPAL TANK               APPROX.10.2 KM 0132409.5 |
 LG1095| LG1100 DEWITT TRINITY LUTHERAN CHURCH      APPROX.10.2 KM 0145321.1 |
 LG1095| LG1482 PLYMOUTH RM 1                        22.586 METERS 08059     |
 LG1095| LG1093 FIRST DUTCH LUTHERAN CHURCH         APPROX. 6.3 KM 0910344.0 |
 LG1095| CL8177 PLYMOUTH AZ MK                                     0991730.9 |
 LG1095| LG1422 PLYMOUTH AZ MK 2                    APPROX. 1.1 KM 0994339.4 |
 LG1095| CL8178 PLYMOUTH AZ MK RESET                               0994344.7 |
 LG1095| LG1091 IMMANUEL LUTHERAN CHURCH SPIRE       28.615 METERS 16159     |
 LG1095| LG1081 ZION LUTHERAN CHURCH SPIRE          APPROX. 8.4 KM 1690210.5 |
 LG1095| LG1483 PLYMOUTH RM 2                        26.182 METERS 17142     |
 LG1095| LG1484 PLYMOUTH RM 3                         9.595 METERS 22458     |
 LG1095| LG1094 PLYMOUTH MUNICIPAL TANK             APPROX. 2.9 KM 2572758.3 |
 LG1095| LG1092 PLYMOUTH ST PAULS EVAN LUTH CH      APPROX. 3.2 KM 2670433.0 |
 LG1095| LG1485 PLYMOUTH RM 4                         7.110 METERS 29451     |
 LG1095| LG1102 WILBER MUNICIPAL TANK               APPROX.19.7 KM 3555534.6 |
 LG1095| LG1096 WILBER MUN POWER PLANT STACK        APPROX.19.2 KM 3582004.5 |
 LG1095|---------------------------------------------------------------------|
 LG1095
 LG1095                          SUPERSEDED SURVEY CONTROL
 LG1095
 LG1095  NAD 83(1986)-  40 18 27.70219(N)    096 57 13.74078(W) AD(       ) 2
 LG1095  NAD 27      -  40 18 27.69400(N)    096 57 12.63800(W) AD(       ) 2
 LG1095
 LG1095.Superseded values are not recommended for survey control.
 LG1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1095.See file dsdata.txt to determine how the superseded data were derived.
 LG1095
 LG1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7388163918(NAD 83)
 LG1095_MARKER: DS = TRIANGULATION STATION DISK
 LG1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1095_SP_SET: CONCRETE POST
 LG1095_STAMPING: PLYMOUTH 1947
 LG1095_MARK LOGO: CGS   
 LG1095_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LG1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1095+STABILITY: SURFACE MOTION
 LG1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1095+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1998
 LG1095
 LG1095  HISTORY     - Date     Condition        Report By
 LG1095  HISTORY     - 1947     MONUMENTED       CGS
 LG1095  HISTORY     - 1947     GOOD             CGS
 LG1095  HISTORY     - 1958     GOOD             CGS
 LG1095  HISTORY     - 1969     GOOD             CGS
 LG1095  HISTORY     - 19840808 GOOD             NGS
 LG1095  HISTORY     - 19981102 GOOD             NEDR
 LG1095  HISTORY     - 20040531 GOOD             USPSQD
 LG1095
 LG1095                          STATION DESCRIPTION
 LG1095
 LG1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1095'THE STATION IS LOCATED ON THE IMMANUELS LUTHERAN CHURCH PROPERTY,
 LG1095'ABOUT 1.7 MILES EAST OF PLYMOUTH, 2 MILES WEST OF THE
 LG1095'GAGE-JEFFERSON COUNTY LINE, 0.1 MILE NORTH OF A CROSSROAD,
 LG1095'80 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 LG1095'AND 51 FEET EAST OF THE CENTER OF A GRAVELED ROAD.  IT IS SET
 LG1095'FLUSH WITH THE GROUND AND IS STAMPED PLYMOUTH 1947.
 LG1095'
 LG1095'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF THE CHURCH YARD,
 LG1095'85.5 FEET NORTH OF THE NORTHEAST CORNER OF THE CHURCH AND 125 FEET
 LG1095'EAST OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS 3 INCHES AND
 LG1095'IS STAMPED PLYMOUTH NO 1 1947.
 LG1095'
 LG1095'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. REFERENCE
 LG1095'MARK DISK CEMENTED IN A DRILL HOLE IN A CONCRETE WALK.  IT IS 62
 LG1095'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 12 FEET
 LG1095'WEST-NORTHWEST OF THE ENTRANCE TO THE CHURCH, AND 6 INCHES SOUTH
 LG1095'OF THE NORTH EDGE OF THE WALK.  IT IS SET FLUSH WITH THE WALK
 LG1095'AND IS STAMPED PLYMOUTH NO 2 1947.
 LG1095'
 LG1095'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTER OF A GRAVELED
 LG1095'ROAD, 1.5 FEET WEST OF A POWER LINE POLE AND 0.5 FOOT SOUTH
 LG1095'OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3 INCHES AND IS
 LG1095'STAMPED PLYMOUTH 1947.
 LG1095'
 LG1095'TO REACH THE STATION FROM A CROSSROAD AT THE ST. PAULS LUTHERAN
 LG1095'CHURCH, IN THE NORTHWEST EDGE OF THE TOWN OF PLYMOUTH, GO EAST
 LG1095'ON GRAVELED ROAD, STATE HIGHWAY NO. 4, FOR 2 MILES TO A CROSSROAD,
 LG1095'TURN LEFT, NORTH, AND GO 0.1 MILE TO THE STATION ON THE RIGHT
 LG1095'AS DESCRIBED.
 LG1095'
 LG1095'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.1 MILE
 LG1095'TO A CROSSROAD, TURN LEFT, EAST, ON STATE HIGHWAY NO. 4 AND GO
 LG1095'0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT SNAKE IS VISIBLE AT 4 FEET.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT CUB IS VISIBLE AT 15 FEET.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT SICILY IS VISIBLE AT 37 FEET.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT ELLIS IS VISIBLE AT 50 FEET.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT JANSEN EAST BASE IS VISIBLE AT 64 FEET.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT GIBSON 1935 IS VISIBLE AT 50 FEET.
 LG1095'
 LG1095'A 100 FOOT SIGNAL AT PLACEK 1935 ECC. IS VISIBLE AT 15 FEET.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT PLUMMER IS VISIBLE AT 10 FEET.
 LG1095'
 LG1095'A 74 FOOT SIGNAL AT WILBER IS VISIBLE AT 8 FEET.
 LG1095'
 LG1095'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1095
 LG1095                          STATION RECOVERY (1947)
 LG1095
 LG1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1095'RECOVERED IN GOOD CONDITION.
 LG1095
 LG1095                          STATION RECOVERY (1958)
 LG1095
 LG1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LG1095'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1095'IN GOOD CONDITION.  ROAD CONSTRUCTION ALONG STATE HIGHWAY 4 WILL
 LG1095'DESTROY THE AZIMUTH MARK.  IT WAS MOVED.  THE DESCRIPTION IS
 LG1095'ADEQUATE.  FOLLOWING IS A DESCRIPTION OF THE RESET AZIMUTH MARK
 LG1095'AND THE ANGLES MEASURED.
 LG1095'
 LG1095'AZIMUTH MARK (RESET) IS 0.7 MILE EAST OF THE STATION, 65 FEET
 LG1095'SOUTH OF THE CENTER OF STATE HIGHWAY 4, 0.3 MILE WEST OF A
 LG1095'CROSSROADS, 225 FEET WEST OF A NORTH-SOUTH FENCE, AND 1 FOOT
 LG1095'NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LG1095'IS STAMPED PLYMOUTH RESET 1958.
 LG1095
 LG1095                          STATION RECOVERY (1969)
 LG1095
 LG1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LG1095'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LG1095'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG1095'WERE FOUND IN GOOD CONDITION.  STATE HIGHWAY 4 IS NOW A BLACKTOP
 LG1095'ROAD.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LG1095'
 LG1095'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 LG1095'
 LG1095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-3/4 MILES
 LG1095'EAST OF PLYMOUTH.
 LG1095
 LG1095                          STATION RECOVERY (1984)
 LG1095
 LG1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG1095'THE SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LG1095'WERE ALL RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 IS NOW
 LG1095'OBSTRUCTED BY CEDAR TREES.  REFERENCE MARK 2 WAS TO BE DESTROYED IN
 LG1095'THE IMMEDIATE FUTURE, WHEN THE OLD IMMANUEL LUTHERAN CHURCH IS TORN
 LG1095'DOWN AND THE SITE CONVERTED TO CEMETERY USAGE.  REFERENCE MARKS 3 AND
 LG1095'4 HAVE BEEN ESTABLISHED.  REFERENCE MARK 2 WAS DESTROYED AND THE DISK
 LG1095'SALVAGED, AFTER THE DISTANCE AND DIRECTION TO THE MARK WAS CHECKED. A
 LG1095'CHECK ANGLE TO A DISTANT OBJECT WAS OBTAINED, ACCORDINGLY, THE
 LG1095'UNDERGROUND MARK WAS NOT INSPECTED.  REFERENCE MARK 1 WAS LEFT ALONE.
 LG1095'A NEW DESCRIPTION FOLLOWS.
 LG1095'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI) WEST-NORTHWEST FROM
 LG1095'BEATRICE, 6.4 KM (4.0 MI) SOUTH FROM THE SALINE-JEFFERSON COUNTY
 LG1095'LINE, 3.2 KM (2.0 MI) WEST FROM THE GAGE-JEFFERSON COUNTY LINE, 3.2
 LG1095'KM (2.0 MI) EAST FROM PLYMOUTH AND ON THE PROPERTY OF THE IMMANUEL
 LG1095'LUTHERAN CEMETERY ASSOCIATION.  THE CHAIRMAN OF THE ASSOCIATION IS
 LG1095'VERNON GRUMMET, 715 EAST MAIN STREET, PLYMOUTH, NEBRASKA  68424.
 LG1095'TELEPHONE 402 656 4235.
 LG1095'TO REACH FROM THE PLYMOUTH POST OFFICE, GO NORTH ON JEFFERSON AVENUE
 LG1095'FOR 0.32 KM (0.20 MI) TO STATE HIGHWAY 4.  TURN RIGHT AND GO EAST ON
 LG1095'THE HIGHWAY FOR 2.90 KM (1.80 MI) TO A GRAVELED CROSSROAD.  TURN LEFT
 LG1095'AND GO NORTH FOR 0.16 KM (0.10 MI) TO THE NORTHWEST CORNER OF THE
 LG1095'IMMANUEL LUTHERAN CEMETERY AND THE STATION ON THE RIGHT, JUST EAST
 LG1095'FROM A SINGLE NORTH-SOUTH ROW OF CEDAR TREES AND SOUTH FROM AA
 LG1095'EAST-WEST DOUBLE ROW OF CEDAR TREES.
 LG1095'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LG1095'FLUSH WITH THE GROUND SURFACE.  IT IS 15.6 M (51.2 FT) NORTH FROM THE
 LG1095'CENTERLINE OF THE NORTH ENTRANCE TO THE CEMETERY, 15.6 M (51.2 FT)
 LG1095'EAST FROM THE CENTERLINE OF THE ROAD, 5.6 M (18.4 FT) EAST FROM THE
 LG1095'NORTH-SOUTH ROW OF CEDAR TREES, 1.2 M (3.9 FT) SOUTH FROM THE
 LG1095'SOUTHERNMOST OF 2 ROWS OF EAST-WEST CEDAR TREES AND 0.85 M (2.79 FT)
 LG1095'SOUTHWEST FROM A WITNESS POST.
 LG1095
 LG1095                          STATION RECOVERY (1998)
 LG1095
 LG1095'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LG1095'ON THE EAST RIGHT-OF-WAY OF COUNTY ROAD 580 AVENUE, IN THE SW1/4,
 LG1095'SEC14, T4N, R4E.  OWNERSHIP, JEFFERSON COUNTY.  TO REACH FROM THE
 LG1095'JUNCTION OF STATE HIGHWAYS 4 AND 15, ABOUT 6 MI (9.7 KM) SOUTH OF
 LG1095'DWITT, GO WEST ON HIGHWAY 4 FOR 2.0 MI (3.2 KM) TO THE JUNCTION WITH
 LG1095'COUNTY ROAD 580 AVENUE.  TURN RIGHT AND GO NORTH FOR 0.1 MI (0.2 KM)
 LG1095'TO THE STATION ON THE RIGHT.  IT IS A STANDARD DISK, SET INTO THE TOP
 LG1095'OF A SQUARE CONCRETE MONUMENT, FLUSH, THAT IS 15.6 M (51.2 FT) EAST OF
 LG1095'THE CENTERLINE OF THE ROAD, 7.11 M (23.33 FT) SOUTHEAST OF REFERENCE
 LG1095'MARK 4, 9,58 M NORTHEAST OF REFERENCE MARK 3, 16.30 M (53.48 FT) NORTH
 LG1095'OF THE CENTERLINE OF THE NORTH ENTRANCE DRIVE INTO THE IMMANUAL
 LG1095'LUTHERAN CEMETERY, 5.30 M (17.39 FT) SOUTH OF A ROW OF BUSHES AND 0.79
 LG1095'M (2.59 FT) WEST OF A WITNESS POST.
 LG1095
 LG1095                          STATION RECOVERY (2004)
 LG1095
 LG1095'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1095'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE FOUND
 LG1095'GOOD. REFERENCE MARK 1 AND AZIMUTH MARK NOT SEARCHED FOR. STATION,
 LG1095'REFERENCE MARK 3 AND REFERENCE MARK 4 ARE NORTH OF THE IMMANUEL
 LG1095'LUTHERAN CHURCH MEMORIAL AT THE CEMETERY AS DESCRIBED IN THE 1998
 LG1095'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1422 ***********************************************************************
 LG1422  DESIGNATION -  PLYMOUTH AZ MK 2
 LG1422  PID         -  LG1422
 LG1422  STATE/COUNTY-  NE/JEFFERSON
 LG1422  USGS QUAD   -  PLYMOUTH (1980)
 LG1422
 LG1422                         *CURRENT SURVEY CONTROL
 LG1422  ___________________________________________________________________
 LG1422* NAD 83(1995)-  40 18 21.54787(N)    096 56 26.92510(W)     ADJUSTED  
 LG1422* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 LG1422  ___________________________________________________________________
 LG1422  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 LG1422  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 LG1422
 LG1422  HORZ ORDER  -  THIRD
 LG1422
 LG1422.The horizontal coordinates were established by classical geodetic methods
 LG1422.and adjusted by the National Geodetic Survey in August 1997..
 LG1422
 LG1422.The orthometric height was scaled from a topographic map.
 LG1422
 LG1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1422
 LG1422.The geoid height was determined by GEOID03.
 LG1422
 LG1422;                    North         East     Units Scale Factor Converg.
 LG1422;SPC NE       -    57,079.873   759,979.460   MT  0.99987567   +2 01 38.3
 LG1422;UTM  14      - 4,463,754.108   674,990.774   MT  0.99997696   +1 19 56.5
 LG1422
 LG1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1422!SPC NE       -   0.99993740  x   0.99987567  =   0.99981308
 LG1422!UTM  14      -   0.99993740  x   0.99997696  =   0.99991436
 LG1422
 LG1422                          SUPERSEDED SURVEY CONTROL
 LG1422
 LG1422  NAD 83(1986)-  40 18 21.55500(N)    096 56 26.92323(W) AD(       ) 3
 LG1422
 LG1422.Superseded values are not recommended for survey control.
 LG1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1422.See file dsdata.txt to determine how the superseded data were derived.
 LG1422
 LG1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7499163754(NAD 83)
 LG1422_MARKER: DZ = AZIMUTH MARK DISK
 LG1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1422_SP_SET: CONCRETE POST
 LG1422_STAMPING: PLYMOUTH RESET 1958
 LG1422_MARK LOGO: CGS   
 LG1422_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1422+STABILITY: SURFACE MOTION
 LG1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1422+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1998
 LG1422
 LG1422  HISTORY     - Date     Condition        Report By
 LG1422  HISTORY     - 1958     MONUMENTED       CGS
 LG1422  HISTORY     - 19840808 GOOD             NGS
 LG1422  HISTORY     - 19981027 GOOD             NEDR
 LG1422
 LG1422                          STATION DESCRIPTION
 LG1422
 LG1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1422'THE MARK, WHICH WAS SET IN 1958 AND POSITIONED ELECTRONICALLY IN 1984,
 LG1422'WAS RECOVERED IN GOOD CONDITION, ABOUT 4 KM (2.5 MI) EAST FROM
 LG1422'PLYMOUTH, 2.1 KM (1.3 MI) WEST FROM THE GAGE-JEFFERSON COUNTY LINE
 LG1422'AND ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 4.
 LG1422'TO REACH FROM THE POST OFFICE IN PLYMOUTH, GO NORTH ON JEFFERSON
 LG1422'AVENUE FOR 0.32 KM (0.20 MI) TO STATE HIGHWAY 4.  TURN RIGHT AND GO
 LG1422'EAST ON THE HIGHWAY FOR 4.02 KM (2.50 MI) TO THE MARK ON THE RIGHT.
 LG1422'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 LG1422'13 CM ABOVE THE GROUND SURFACE.  IT IS 19.81 M (64.99 FT) SOUTH FROM
 LG1422'THE CENTERLINE OF THE HIGHWAY, 10.52 M (34.51 FT) EAST FROM A POWER
 LG1422'POLE AND 0.31 M (1.02 FT) WEST FROM A WITNESS POST.
 LG1422
 LG1422                          STATION RECOVERY (1998)
 LG1422
 LG1422'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LG1422'ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 4, AT MILEPOST 146+22 AND
 LG1422'IN SEC23, T4N, R4E.  OWNERSHIP, NEBRASKA DEPARTMENT OF ROADS.
 LG1422'TELEPHONE 402.  479 4341.  TO REACH FROM THE JUNCTION OF STATE
 LG1422'HIGHWAYS 4 AND 15, ABOUT 6 MI (9.7 KM) SOUTH OF DEWITT, GO WEST ON
 LG1422'HIGHWAY 4 FOR 1.3 MI (2.1 KM) TO THE MARK ON THE LEFT.  IT IS A
 LG1422'STANDARD DISK, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT,
 LG1422'PROJECTING 12 CM, THAT IS 19.70 M (64.63 FT) SOUTH OF THE CENTERLINE
 LG1422'OF THE HIGHWAY, 32.70 M (107.28 FT) WEST OF THE CENTERLINE OF A FIELD
 LG1422'DRIVE, 10.63 M (34.88 FT) EAST OF A NAIL IN A POWER POLE AND 0.37 M
 LG1422'(1.21 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1094 ***********************************************************************
 LG1094  DESIGNATION -  PLYMOUTH MUNICIPAL TANK
 LG1094  PID         -  LG1094
 LG1094  STATE/COUNTY-  NE/JEFFERSON
 LG1094  USGS QUAD   -  PLYMOUTH (1980)
 LG1094
 LG1094                         *CURRENT SURVEY CONTROL
 LG1094  ___________________________________________________________________
 LG1094* NAD 83(1995)-  40 18 06.99159(N)    096 59 15.27227(W)     ADJUSTED  
 LG1094* NAVD 88     -                                                        
 LG1094  ___________________________________________________________________
 LG1094  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 LG1094  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG1094
 LG1094  HORZ ORDER  -  THIRD
 LG1094
 LG1094.The horizontal coordinates were established by classical geodetic methods
 LG1094.and adjusted by the National Geodetic Survey in August 1997..
 LG1094
 LG1094
 LG1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1094
 LG1094.The geoid height was determined by GEOID03.
 LG1094
 LG1094;                    North         East     Units Scale Factor Converg.
 LG1094;SPC NE       -    56,491.677   756,022.642   MT  0.99987713   +1 59 46.8
 LG1094;UTM  14      - 4,463,213.877   671,026.751   MT  0.99996007   +1 18 07.1
 LG1094
 LG1094                          SUPERSEDED SURVEY CONTROL
 LG1094
 LG1094  NAD 83(1986)-  40 18 06.99850(N)    096 59 15.27074(W) AD(       ) 4
 LG1094  NAD 27      -  40 18 06.99400(N)    096 59 14.16500(W) AD(       ) 3
 LG1094
 LG1094.Superseded values are not recommended for survey control.
 LG1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1094.See file dsdata.txt to determine how the superseded data were derived.
 LG1094
 LG1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7102763214(NAD 83)
 LG1094_MARKER: 53 = ELEVATED TANK
 LG1094_MARK LOGO: CGS   
 LG1094
 LG1094  HISTORY     - Date     Condition        Report By
 LG1094  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG1094  HISTORY     - 1935     GOOD             CGS
 LG1094  HISTORY     - 1947     GOOD             CGS
 LG1094  HISTORY     - 19840809 GOOD             NGS
 LG1094  HISTORY     - 20040531 GOOD             USPSQD
 LG1094
 LG1094                          STATION DESCRIPTION
 LG1094
 LG1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG1094'POINT OBSERVED UPON WAS FINIAL OF WATER TANK, PROBABLY MUNICIPAL
 LG1094'WATER SUPPLY.  TOWN WAS OFF SCHEME AND WAS NOT VISITED.
 LG1094'
 LG1094'OBSERVED UPON FROM STATIONS PLACEK, GIBSON, TURNER, HELVER,
 LG1094'AND GLAD.
 LG1094
 LG1094                          STATION RECOVERY (1935)
 LG1094
 LG1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 LG1094'RECOVERED IN GOOD CONDITION.
 LG1094
 LG1094                          STATION RECOVERY (1947)
 LG1094
 LG1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1094'THE TANK IS LOCATED AT THE SOUTH EDGE OF TOWN.  IT IS A FOUR
 LG1094'LEGGED STEEL STRUCTURE SUPPORTING A TANK ON THE TOP.  IT IS
 LG1094'ABOUT 100 FEET HIGH.  THE ENTIRE STRUCTURE IS PAINTED SILVER
 LG1094'WITH THE LETTERS PLYMOUTH PAINTED IN BLACK ON THE NORTH SIDE.
 LG1094'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG1094'IT IS IN THE NORTHEAST ANGLE OF A CROSS STREET.
 LG1094'
 LG1094'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LG1094
 LG1094                          STATION RECOVERY (1984)
 LG1094
 LG1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG1094'RECOVERED IN GOOD CONDITION.
 LG1094
 LG1094                          STATION RECOVERY (2004)
 LG1094
 LG1094'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1094'STATION FOUND GOOD. TANK IS EAST OF S. JEFFERSON STREET AND EAST OF E.
 LG1094'ENDICOTT STREET THAT DEAD ENDS AT S. JEFFERSON STREET WEST OF THE
 LG1094'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1092 ***********************************************************************
 LG1092  DESIGNATION -  PLYMOUTH ST PAULS EVAN LUTH CH
 LG1092  PID         -  LG1092
 LG1092  STATE/COUNTY-  NE/JEFFERSON
 LG1092  USGS QUAD   -  PLYMOUTH (1980)
 LG1092
 LG1092                         *CURRENT SURVEY CONTROL
 LG1092  ___________________________________________________________________
 LG1092* NAD 83(1995)-  40 18 22.38359(N)    096 59 29.00122(W)     ADJUSTED  
 LG1092* NAVD 88     -                                                        
 LG1092  ___________________________________________________________________
 LG1092  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 LG1092  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 LG1092
 LG1092  HORZ ORDER  -  THIRD
 LG1092
 LG1092.The horizontal coordinates were established by classical geodetic methods
 LG1092.and adjusted by the National Geodetic Survey in August 1997..
 LG1092
 LG1092
 LG1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1092
 LG1092.The geoid height was determined by GEOID03.
 LG1092
 LG1092;                    North         East     Units Scale Factor Converg.
 LG1092;SPC NE       -    56,954.805   755,682.144   MT  0.99987559   +1 59 37.7
 LG1092;UTM  14      - 4,463,681.135   670,691.862   MT  0.99995866   +1 17 58.7
 LG1092
 LG1092                          SUPERSEDED SURVEY CONTROL
 LG1092
 LG1092  NAD 83(1986)-  40 18 22.39053(N)    096 59 28.99969(W) AD(       ) 4
 LG1092  NAD 27      -  40 18 22.38300(N)    096 59 27.89200(W) AD(       ) 3
 LG1092
 LG1092.Superseded values are not recommended for survey control.
 LG1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1092.See file dsdata.txt to determine how the superseded data were derived.
 LG1092
 LG1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7069263681(NAD 83)
 LG1092_MARKER: 90 = CHURCH SPIRE
 LG1092
 LG1092  HISTORY     - Date     Condition        Report By
 LG1092  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1092  HISTORY     - 20040531 GOOD             USPSQD
 LG1092
 LG1092                          STATION DESCRIPTION
 LG1092
 LG1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1092'THE CHURCH SPIRE IS LOCATED IN THE NORTH EDGE OF PLYMOUTH,
 LG1092'75 FEET NORTH OF THE CENTER OF STATE HIGHWAY 4 AND 125 FEET
 LG1092'EAST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD.  IT IS A
 LG1092'WHITE FRAME BUILDING WITH TWO SPIRES ON THE SOUTH END OF THE
 LG1092'BUILDING.  THE SPIRE IN THE SOUTHWEST CORNER OF THE BUILDING IS
 LG1092'THE LARGEST AND THE HIGHEST.  IT IS ABOUT 85 FEET HIGH AND
 LG1092'HAS A GOLD CROSS ON THE TOP.  THE POINT OBSERVED UPON WAS
 LG1092'THE TOP OF THE LARGEST SPIRE.
 LG1092
 LG1092                          STATION RECOVERY (2004)
 LG1092
 LG1092'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1092'STATION FOUND GOOD. THE NORTH-SOUTH GRAVEL ROAD IN THE 1947
 LG1092'DESCRIPTION IS NOW COUNTY ROAD 578 AVENUE.  THE CHURCH IS IN THE
 LG1092'NORTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAY 4 AND COUNTY
 LG1092'ROAD 578 AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4174 ***********************************************************************
 AB4174  SACS        -  This is a Secondary Airport Control Station.
 AB4174  DESIGNATION -  PMV A
 AB4174  PID         -  AB4174
 AB4174  STATE/COUNTY-  NE/CASS
 AB4174  USGS QUAD   -  MURRAY (1984)
 AB4174
 AB4174                         *CURRENT SURVEY CONTROL
 AB4174  ___________________________________________________________________
 AB4174* NAD 83(1995)-  40 56 49.53392(N)    095 54 57.76276(W)     ADJUSTED  
 AB4174* NAVD 88     -       364.97   (meters)    1197.4    (feet)  GPS OBS   
 AB4174  ___________________________________________________________________
 AB4174  X           -    -497,286.948 (meters)                     COMP
 AB4174  Y           -  -4,799,002.204 (meters)                     COMP
 AB4174  Z           -   4,158,208.294 (meters)                     COMP
 AB4174  LAPLACE CORR-          -8.74  (seconds)                    DEFLEC99
 AB4174  ELLIP HEIGHT-         337.51  (meters)          (12/12/01) GPS OBS
 AB4174  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AB4174
 AB4174  HORZ ORDER  -  FIRST
 AB4174  ELLP ORDER  -  THIRD     CLASS II
 AB4174
 AB4174.This mark is at Plattsmouth Municipal Airport (PMV)
 AB4174
 AB4174.The horizontal coordinates were established by GPS observations
 AB4174.and adjusted by the National Geodetic Survey in August 1998..
 AB4174
 AB4174.The orthometric height was determined by GPS observations and a
 AB4174.high-resolution geoid model.
 AB4174
 AB4174.GPS derived orthometric heights for airport stations designated as
 AB4174.PACS or SACS are published to 2 decimal places.  This maintains
 AB4174.centimeter relative accuracy between the PACS and SACS.  It does
 AB4174.not indicate centimeter accuracy relative to other marks which are
 AB4174.part of the NAVD 88 network.
 AB4174
 AB4174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4174
 AB4174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4174
 AB4174.The ellipsoidal height was determined by GPS observations
 AB4174.and is referenced to NAD 83.
 AB4174
 AB4174.The geoid height was determined by GEOID03.
 AB4174
 AB4174;                    North         East     Units Scale Factor Converg.
 AB4174;SPC NE       -   131,774.976   843,649.914   MT  0.99970582   +2 42 23.1
 AB4174;UTM  15      - 4,536,979.288   254,544.996   MT  1.00034160   -1 54 43.3
 AB4174
 AB4174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4174!SPC NE       -   0.99994706  x   0.99970582  =   0.99965290
 AB4174!UTM  15      -   0.99994706  x   1.00034160  =   1.00028864
 AB4174
 AB4174:                Primary Azimuth Mark                     Grid Az
 AB4174:SPC NE       -  CASEY                                    315 39 20.9
 AB4174:UTM  15      -  CASEY                                    320 16 27.3
 AB4174
 AB4174|---------------------------------------------------------------------|
 AB4174| PID    Reference Object                     Distance      Geod. Az  |
 AB4174|                                                           dddmmss.s |
 AB4174| LF1476 CASEY                               484.248 METERS 3182144.0 |
 AB4174|---------------------------------------------------------------------|
 AB4174
 AB4174                          SUPERSEDED SURVEY CONTROL
 AB4174
 AB4174  ELLIP H (08/07/98)  337.58   (m)                       GP(       ) 3 2
 AB4174
 AB4174.Superseded values are not recommended for survey control.
 AB4174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4174.See file dsdata.txt to determine how the superseded data were derived.
 AB4174
 AB4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5454536979(NAD 83)
 AB4174_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4174_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB4174_SP_SET: 5FT+DEEP STORM SEWER FOOTING
 AB4174_STAMPING: PMV A 1995
 AB4174_MARK LOGO: NGS   
 AB4174_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4174+STABILITY: SURFACE MOTION
 AB4174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4174+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1997
 AB4174
 AB4174  HISTORY     - Date     Condition        Report By
 AB4174  HISTORY     - 1995     MONUMENTED       NGS
 AB4174  HISTORY     - 19970812 GOOD             NGS
 AB4174
 AB4174                          STATION DESCRIPTION
 AB4174
 AB4174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4174'THE STATION IS LOCATED ABOUT 4.35 MI (7.00 KM) SOUTH-SOUTHWEST OF
 AB4174'PLATTSMOUTH, 2.5 MI (4.0 KM) NORTH OF MURRAY, AT THE PLATTSMOUTH
 AB4174'MUNICIPAL AIRPORT.  OWNERSHIP--PLATTSMOUTH AIRPORT AUTHORITY, 506 MAIN
 AB4174'STREET, PLATTSMOUTH NE 68048.  AIRPORT MANAGER, SCOTT HOESER, PHONE
 AB4174'(402) 298-8468.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB4174'HIGHWAYS 75, 34 EAST AND STATE HIGHWAY 66 WEST (IN WEST PLATTSMOUTH),
 AB4174'GO SOUTH ON U.S. HIGHWAYS 75/34 FOR 3.05 MI (4.91 KM) TO A GRAVEL ROAD
 AB4174'RIGHT, TURN RIGHT AND GO WEST ON CHURCH ROAD FOR 0.35 MI (0.56 KM) TO
 AB4174'A GRAVEL ROAD LEFT, TURN LEFT AND GO SOUTHERLY FOLLOWING THE AIRPORT
 AB4174'ENTRANCE ROAD FOR 0.35 MI (0.56 KM) TO THE TOP OF A HILL, AIRPORT
 AB4174'OFFICE ON RIGHT AND A GATE AHEAD, PASS THROUGH GATE, BEAR LEFT AND GO
 AB4174'SOUTHWEST ACROSS THE APRON THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2
 AB4174'KM) TO A TAXIWAY INTERSECTION, TURN LEFT AND GO SOUTH-SOUTHEAST ON THE
 AB4174'PARALLEL TAXIWAY FOR 0.15 MI (0.24 KM) TO A CONNECTOR TAXIWAY ON THE
 AB4174'RIGHT, TURN LEFT, THEN RIGHT AND GO SOUTH-SOUTHEAST FOLLOWING THE
 AB4174'PARALLEL TAXIWAY FOR 0.25 MI (0.40 KM) TO A CONNECTOR TAXIWAY RIGHT,
 AB4174'CONTINUE AHEAD AND GO SOUTH-SOUTHEAST ON PARALLEL TAXIWAY FOR 0.05 MI
 AB4174'(0.08 KM) TO THE STATION ON RIGHT, SET INTO THE NORTHWEST CORNER OF A
 AB4174'4 FT (1.2 M) X 3 FT (0.9 M) X 5 FT (1.5 M) STORM SEWER DRAIN.  LOCATED
 AB4174'254.0 FT (77.4 M) EAST-NORTHEAST OF THE RUNWAY CENTER, 46.8 FT (14.3
 AB4174'M) WEST-SOUTHWEST OF THE PARALLEL TAXIWAY CENTER AND 25.4 FT (7.7 M)
 AB4174'SOUTHWEST FROM A TAXIWAY MARKER. THIS STATION TO BE USED AS SACS.
 AB4174
 AB4174                          STATION RECOVERY (1997)
 AB4174
 AB4174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4174'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1091 ***********************************************************************
 ML1091  DESIGNATION -  POLE
 ML1091  PID         -  ML1091
 ML1091  STATE/COUNTY-  NE/HOWARD
 ML1091  USGS QUAD   -  WOLBACH SW (1974)
 ML1091
 ML1091                         *CURRENT SURVEY CONTROL
 ML1091  ___________________________________________________________________
 ML1091* NAD 83(1995)-  41 17 06.75662(N)    098 26 58.43155(W)     ADJUSTED  
 ML1091* NAVD 88     -       592.     (meters)    1942.     (feet)  SCALED    
 ML1091  ___________________________________________________________________
 ML1091  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 ML1091  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 ML1091
 ML1091  HORZ ORDER  -  THIRD
 ML1091
 ML1091.The horizontal coordinates were established by classical geodetic methods
 ML1091.and adjusted by the National Geodetic Survey in August 1997..
 ML1091
 ML1091.The orthometric height was scaled from a topographic map.
 ML1091
 ML1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1091
 ML1091.The geoid height was determined by GEOID03.
 ML1091
 ML1091;                    North         East     Units Scale Factor Converg.
 ML1091;SPC NE       -   162,359.409   629,831.922   MT  0.99966597   +1 01 38.9
 ML1091;UTM  14      - 4,570,564.969   546,092.451   MT  0.99962615   +0 21 47.5
 ML1091
 ML1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1091!SPC NE       -   0.99991097  x   0.99966597  =   0.99957697
 ML1091!UTM  14      -   0.99991097  x   0.99962615  =   0.99953716
 ML1091
 ML1091|---------------------------------------------------------------------|
 ML1091| PID    Reference Object                     Distance      Geod. Az  |
 ML1091|                                                           dddmmss.s |
 ML1091| ML1092 POLE 2                               11.828 METERS 09220     |
 ML1091| ML1075 SANDY                               APPROX.25.5 KM 1044337.1 |
 ML1091| CN9491 POLE AZ MK                                         1844105.8 |
 ML1091| CN9492 POLE RM 1                            26.873 METERS 22436     |
 ML1091| ML0162 ML 11                                30.094 METERS 31502     |
 ML1091|---------------------------------------------------------------------|
 ML1091
 ML1091                          SUPERSEDED SURVEY CONTROL
 ML1091
 ML1091  NAD 83(1986)-  41 17 06.76294(N)    098 26 58.43474(W) AD(       ) 3
 ML1091  NAD 27      -  41 17 06.71700(N)    098 26 57.18400(W) AD(       ) 3
 ML1091
 ML1091.Superseded values are not recommended for survey control.
 ML1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1091.See file dsdata.txt to determine how the superseded data were derived.
 ML1091
 ML1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4609270565(NAD 83)
 ML1091_MARKER: DS = TRIANGULATION STATION DISK
 ML1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1091
 ML1091  HISTORY     - Date     Condition        Report By
 ML1091  HISTORY     - 1950     MONUMENTED       CGS
 ML1091  HISTORY     - 1956     GOOD             CGS
 ML1091
 ML1091                          STATION DESCRIPTION
 ML1091
 ML1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1091'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF ST. PAUL, ALONG
 ML1091'THE EAST SIDE OF U.S. HIGHWAY 281 AND AT THE SOUTH END OF A CURVE
 ML1091'IN THE HIGHWAY.  IT IS 38 FEET EAST OF THE CENTERLINE OF THE
 ML1091'HIGHWAY, 8 FEET NORTH OF A TELEPHONE POLE AND 6 FEET SOUTHEAST
 ML1091'OF POWERLINE BRACE POLE WITH A TRIANGLE BLAZE.  THE MARK
 ML1091'PROJECTS 10 INCHES AND THE DISK IS STAMPED POLE 1950.
 ML1091'
 ML1091'REFERENCE MARK NO. 1 IS 66 FEET SOUTH OF A POWERLINE POLE, 29
 ML1091'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF
 ML1091'THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 ML1091'DISK IS STAMPED POLE NO 1 1950.
 ML1091'
 ML1091'BENCH MARK, ML-11-21 (USBR) IS 68 FEET NORTH OF A POWERLINE
 ML1091'POLE, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 ML1091'WEST OF THE RIGHT-OF-WAY FENCE AND 2 FEET NORTH OF A WHITE
 ML1091'WITNESS POST.  THE MARK IS A U.S. BUREAU OF RECLAMATION BENCH
 ML1091'MARK SET IN AN 8 X 8 INCH SQUARE CONCRETE POST WHICH PROJECTS
 ML1091'4 INCHES AND THE DISK IS STAMPED ML-11-21.
 ML1091'
 ML1091'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION POLE
 ML1091'TO ML-11-21.  THE DISTANCE IS AS SHOWN ABOVE.
 ML1091'
 ML1091'TO REACH FROM THE JUNCTION OF HIGHWAYS 92 AND 281 AT THE
 ML1091'NORTHEAST EDGE OF ST. PAUL, TAKE THE RIGHT FORK AND GO NORTH
 ML1091'ON HIGHWAY 281 FOR 3.1 MILES TO BRIDGE OVER THE LOUP RIVER,
 ML1091'CONTINUE NORTH 0.55 MILE TO A SIDE ROAD RIGHT, CONTINUE NORTH
 ML1091'ON HIGHWAY 281 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT OR WEST
 ML1091'SIDE OF THE ROAD, CONTINUE NORTH 0.2 MILE TO THE TOP OF THE
 ML1091'RIDGE AND THE STATION ON THE RIGHT OR EAST SIDE OF THE ROAD.
 ML1091'
 ML1091'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ML1091
 ML1091                          STATION RECOVERY (1956)
 ML1091
 ML1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 ML1091'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 ML1091'GOOD CONDITION.  ROAD CONSTRUCTION WORK ON U.S. HIGHWAY 281
 ML1091'WILL DESTROY ALL THE MARKS EXCEPT THE AZIMUTH MARK.  THEY
 ML1091'WERE MOVED AND A NEW STATION, POLE 2, WAS ESTABLISHED.  FOR
 ML1091'DETAILS, SEE THE DESCRIPTION OF POLE 2 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1028 ***********************************************************************
 MO1028  CBN         -  This is a Cooperative Base Network Control Station.
 MO1028  DESIGNATION -  POLE
 MO1028  PID         -  MO1028
 MO1028  STATE/COUNTY-  NE/KIMBALL
 MO1028  USGS QUAD   -  PINE BLUFFS (1992)
 MO1028
 MO1028                         *CURRENT SURVEY CONTROL
 MO1028  ___________________________________________________________________
 MO1028* NAD 83(1995)-  41 12 21.88913(N)    104 00 29.00780(W)     ADJUSTED  
 MO1028* NAVD 88     -      1529.0    (meters)    5016.     (feet)  GPS OBS   
 MO1028  ___________________________________________________________________
 MO1028  X           -  -1,163,497.456 (meters)                     COMP
 MO1028  Y           -  -4,663,739.196 (meters)                     COMP
 MO1028  Z           -   4,180,664.034 (meters)                     COMP
 MO1028  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 MO1028  ELLIP HEIGHT-        1510.79  (meters)          (09/24/01) GPS OBS
 MO1028  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 MO1028
 MO1028  HORZ ORDER  -  B
 MO1028  ELLP ORDER  -  FOURTH    CLASS I
 MO1028
 MO1028.The horizontal coordinates were established by GPS observations
 MO1028.and adjusted by the National Geodetic Survey in June 1996..
 MO1028
 MO1028.The orthometric height was determined by GPS observations and a
 MO1028.high-resolution geoid model.
 MO1028
 MO1028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MO1028
 MO1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1028
 MO1028.The ellipsoidal height was determined by GPS observations
 MO1028.and is referenced to NAD 83.
 MO1028
 MO1028.The geoid height was determined by GEOID03.
 MO1028
 MO1028;                    North         East     Units Scale Factor Converg.
 MO1028;SPC NE       -   160,198.186   164,064.387   MT  0.99967221   -2 39 22.1
 MO1028;SPC WY E     -    79,053.340   297,170.342   MT  1.00005366   +0 45 47.9
 MO1028;UTM  13      - 4,562,108.612   583,164.042   MT  0.99968512   +0 39 12.6
 MO1028
 MO1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1028!SPC NE       -   0.99976308  x   0.99967221  =   0.99943537
 MO1028!SPC WY E     -   0.99976308  x   1.00005366  =   0.99981673
 MO1028!UTM  13      -   0.99976308  x   0.99968512  =   0.99944827
 MO1028
 MO1028:                Primary Azimuth Mark                     Grid Az
 MO1028:SPC NE       -  POLE AZ MK                               007 51 06.5
 MO1028:SPC WY E     -  POLE AZ MK                               004 25 56.5
 MO1028:UTM  13      -  POLE AZ MK                               004 32 31.8
 MO1028
 MO1028|---------------------------------------------------------------------|
 MO1028| PID    Reference Object                     Distance      Geod. Az  |
 MO1028|                                                           dddmmss.s |
 MO1028| CQ4653 POLE AZ MK                                         0051144.4 |
 MO1028| CQ4654 POLE RM 1                             4.142 METERS 09459     |
 MO1028| CQ4655 POLE RM 2                            11.675 METERS 26512     |
 MO1028|---------------------------------------------------------------------|
 MO1028
 MO1028                          SUPERSEDED SURVEY CONTROL
 MO1028
 MO1028  ELLIP H (06/25/96) 1510.82   (m)                       GP(       ) 1 1
 MO1028  NAD 83(1986)-  41 12 21.87878(N)    104 00 29.00597(W) AD(       ) 2
 MO1028  NAD 27      -  41 12 21.94870(N)    104 00 27.18560(W) AD(       ) 2
 MO1028
 MO1028.Superseded values are not recommended for survey control.
 MO1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1028.See file dsdata.txt to determine how the superseded data were derived.
 MO1028
 MO1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8316462109(NAD 83)
 MO1028_MARKER: DS = TRIANGULATION STATION DISK
 MO1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1028_STAMPING: POLE 1963
 MO1028_MARK LOGO: CGS   
 MO1028_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MO1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1028+STABILITY: SURFACE MOTION
 MO1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO1028+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1995
 MO1028
 MO1028  HISTORY     - Date     Condition        Report By
 MO1028  HISTORY     - 1963     MONUMENTED       CGS
 MO1028  HISTORY     - 19950516 GOOD             NGS
 MO1028
 MO1028                          STATION DESCRIPTION
 MO1028
 MO1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1028'THE STATION IS 6 MILES WEST AND 2 MILES SOUTH OF BUSHNELL
 MO1028'AND 3-1/2 MILES NORTHEAST OF PINE BLUFFS, IN THE NORTHEAST
 MO1028'CORNER OF THE NORTHEAST QUARTER OF SECTION 7, T 14 N, R 58 W,
 MO1028'AND ON THE SOUTH RIGHT-OF-WAY OF A SECTION-LINE ROAD.
 MO1028'
 MO1028'TO REACH THE STATION FROM THE RAILROAD CROSSING, ABOUT 300
 MO1028'FEET WEST OF THE UNION PACIFIC RAILROAD DEPOT IN BUSHNELL,
 MO1028'GO NORTH ON A GRAVEL ROAD FOR 0.3 MILE TO A CAUTION LIGHT AT
 MO1028'A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 4.6
 MO1028'MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE WEST FOR 0.95
 MO1028'MILE TO WHERE THE MAIN TRAVELED ROAD CURVES TO THE SOUTH.
 MO1028'TURN LEFT AND GO SOUTH ON THE GRAVEL ROAD FOR 1.2 MILES TO THE
 MO1028'AZIMUTH MARK ON THE LEFT, ABOUT 50 YARDS EAST OF THE CENTER
 MO1028'OF THE ROAD.  CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.8 MILES
 MO1028'TO WHERE THE ROAD CURVES TO THE WEST, AND THE STATION ON THE
 MO1028'ROAD RIGHT-OF-WAY, 58 FEET SOUTH OF THE CENTER OF THE
 MO1028'CURVE.
 MO1028'
 MO1028'STATION MARKS ARE STANDARD DISKS STAMPED POLE 1963.  THE
 MO1028'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MO1028'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 14.5 FEET
 MO1028'WEST OF A CORNER FENCE POST, 3.5 FEET NORTH OF A FENCE, AND
 MO1028'3.3 FEET NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 MO1028'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW
 MO1028'THE SURFACE OF THE GROUND.
 MO1028'
 MO1028'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED POLE NO 1 1963,
 MO1028'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES
 MO1028'ABOVE THE SURFACE OF THE GROUND.  IT IS 60 FEET SOUTH OF THE
 MO1028'CENTER OF THE CURVE OF THE GRAVEL ROAD, 15.5 FEET EAST OF
 MO1028'THE METAL WITNESS POST, AND 2 FEET NORTH OF THE CORNER FENCE
 MO1028'POST.
 MO1028'
 MO1028'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED POLE NO 2 1963,
 MO1028'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 MO1028'THE SURFACE OF THE GROUND.  IT IS 36 FEET SOUTH OF THE CENTER
 MO1028'OF THE GRAVEL ROAD, AND 1 FOOT NORTH OF THE FENCE.
 MO1028'
 MO1028'AZIMUTH MARK, A STANDARD DISK STAMPED POLE 1963, IS CEMENTED
 MO1028'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 40 YARDS EAST
 MO1028'OF A NORTH-SOUTH FENCE, 5 FEET SOUTH OF A METAL WITNESS POST,
 MO1028'AND ON THE SOUTHEAST SLOPE OF A ROCKY RIDGE.
 MO1028'
 MO1028'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MO1028
 MO1028                          STATION RECOVERY (1995)
 MO1028
 MO1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MO1028'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF BUSHNELL, 3.5 MI
 MO1028'(5.6 KM) NORTHEAST OF PINE BLUFFS, WYOMING, 2.25 MI (3.62 KM) EAST OF
 MO1028'THE NEBRASKA-WYOMING STATE LINE, 1.0 MI (1.6 KM) NORTH OF INTERSTATE
 MO1028'HIGHWAY 80, ON COUNTY ROAD RIGHT-OF-WAY, AT A CURVE IN A ROAD AND AT
 MO1028'THE NORTHEAST CORNER, SEC7, T14N, R58W.  TO REACH THE MARK FROM WHERE
 MO1028'STATE ROAD 53B LINK CROSSES OVER INTERSTATE HIGHWAY 80, EXIT 1, ABOUT
 MO1028'1.0 MI (1.6 KM) EAST OF PINE BLUFFS WYOMING, GO NORTH ON ROAD 53B LINK
 MO1028'0.3 MI (0.5 KM) TO U.S. HIGHWAY 30 AND A RAILROAD TRACK. CONTINUE
 MO1028'NORTH ON COUNTY ROAD 1, WHICH IS GRAVELED, FOR 1.3 MI (2.1 KM) TO A
 MO1028'SIDE ROAD ON THE RIGHT, COUNTY ROAD 30.  TURN RIGHT AND GO EAST ON
 MO1028'ROAD 30, WHICH IS GRAVELED, FOR 2.0 MI (3.2 KM) TO A CURVE LEFT, AND
 MO1028'NORTH, AND THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A
 MO1028'ROUND CONCRETE MONUMENT THAT IS RECESSED 8 INCHES BELOW THE GROUND
 MO1028'SURFACE.  IT IS 40.0 FT (12.2 M) SOUTHEAST FROM THE CENTER OF THE
 MO1028'CURVE, 21.5 FT (6.6 M) SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD
 MO1028'WEST, 21.5 FT (6.6 M) WEST OF THE EXTENDED CENTERLINE OF THE ROAD
 MO1028'NORTH, 13.5 FT (4.1 M) WEST-NORTHWEST OF A FENCE CORNER POST, 3.5 FT
 MO1028'(1.1 M) NORTH OF AN EAST-WEST FENCE, 2.9 FT (0.9 M) SOUTHEAST OF A
 MO1028'FIBERGLASS WITNESS POST, AND 3.0 FT (0.9 M) NORTHEAST OF A METAL
 MO1028'WITNESS POST.  REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1092 ***********************************************************************
 ML1092  DESIGNATION -  POLE 2
 ML1092  PID         -  ML1092
 ML1092  STATE/COUNTY-  NE/HOWARD
 ML1092  USGS QUAD   -  WOLBACH SW (1974)
 ML1092
 ML1092                         *CURRENT SURVEY CONTROL
 ML1092  ___________________________________________________________________
 ML1092* NAD 83(1995)-  41 17 06.74097(N)    098 26 57.92368(W)     ADJUSTED  
 ML1092* NAVD 88     -       592.     (meters)    1942.     (feet)  SCALED    
 ML1092  ___________________________________________________________________
 ML1092  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 ML1092  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 ML1092
 ML1092  HORZ ORDER  -  THIRD
 ML1092
 ML1092.The horizontal coordinates were established by classical geodetic methods
 ML1092.and adjusted by the National Geodetic Survey in August 1997..
 ML1092.No horizontal observational check was made to the station.
 ML1092
 ML1092.The orthometric height was scaled from a topographic map.
 ML1092
 ML1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1092
 ML1092.The geoid height was determined by GEOID03.
 ML1092
 ML1092;                    North         East     Units Scale Factor Converg.
 ML1092;SPC NE       -   162,359.138   629,843.743   MT  0.99966597   +1 01 39.2
 ML1092;UTM  14      - 4,570,564.561   546,104.268   MT  0.99962616   +0 21 47.8
 ML1092
 ML1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1092!SPC NE       -   0.99991097  x   0.99966597  =   0.99957697
 ML1092!UTM  14      -   0.99991097  x   0.99962616  =   0.99953717
 ML1092
 ML1092:                Primary Azimuth Mark                     Grid Az
 ML1092:SPC NE       -  ST PAUL MUNICIPAL STANDPIPE              184 01 41.6
 ML1092:UTM  14      -  ST PAUL MUNICIPAL STANDPIPE              184 41 33.0
 ML1092
 ML1092|---------------------------------------------------------------------|
 ML1092| PID    Reference Object                     Distance      Geod. Az  |
 ML1092|                                                           dddmmss.s |
 ML1092| ML1084 ST PAUL MUNICIPAL STANDPIPE         APPROX. 7.8 KM 1850320.8 |
 ML1092| CN9491 POLE AZ MK                                         1864848.2 |
 ML1092| CN9493 POLE 2 RM 2                          40.264 METERS 23841     |
 ML1092| ML1091 POLE                                 11.828 METERS 27220     |
 ML1092| ML0161 ML 11 21 RESET                                     29837     |
 ML1092|---------------------------------------------------------------------|
 ML1092
 ML1092                          SUPERSEDED SURVEY CONTROL
 ML1092
 ML1092  NAD 83(1986)-  41 17 06.74729(N)    098 26 57.92687(W) AD(       ) 3
 ML1092  NAD 27      -  41 17 06.70100(N)    098 26 56.67600(W) AD(       ) 3
 ML1092
 ML1092.Superseded values are not recommended for survey control.
 ML1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1092.See file dsdata.txt to determine how the superseded data were derived.
 ML1092
 ML1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4610470565(NAD 83)
 ML1092_MARKER: DS = TRIANGULATION STATION DISK
 ML1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1092
 ML1092  HISTORY     - Date     Condition        Report By
 ML1092  HISTORY     - 1956     MONUMENTED       CGS
 ML1092  HISTORY     - 1958     GOOD             CGS
 ML1092
 ML1092                          STATION DESCRIPTION
 ML1092
 ML1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 ML1092'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF ST. PAUL ON THE
 ML1092'EAST SIDE OF U.S. HIGHWAY 281, 177 FEET SOUTH OF A TELEPHONE
 ML1092'POLE AT A FIELD ENTRANCE, 130 FEET NORTH OF A TELEPHONE POLE,
 ML1092'AND 60 FEET EAST OF THE CENTER OF U.S. HIGHWAY 281.  THE MARK
 ML1092'PROJECTS 2 INCHES AND THE DISK IS STAMPED POLE 2 1956.
 ML1092'
 ML1092'REFERENCE MARK NO. 2 IS 60 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 ML1092'281 AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND
 ML1092'THE DISK IS STAMPED POLE 2 NO 2 1956.
 ML1092'
 ML1092'BENCH MARK, ML-11-21 (USBR) WAS USED AS THE OTHER REFERENCE MARK.
 ML1092'IT IS 60 FEET WEST OF THE CENTER OF U.S. HIGHWAY 281 AND IN A
 ML1092'FENCELINE.  THE MARK IS FLUSH WITH THE GROUND AND IS A U.S.
 ML1092'BUREAU OF RECLAMATION BENCH MARK SET IN AN 8 X 8 INCH SQUARE
 ML1092'CONCRETE POST AND THE DISK IS STAMPED ML-11-21.
 ML1092'
 ML1092'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION POLE 2
 ML1092'TO ML-11-21.  THE DISTANCE IS SHOWN ABOVE.*
 ML1092'
 ML1092'THE AZIMUTH MARK IS 75 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 ML1092'281 IN A FENCELINE AND 1 FOOT NORTH OF A WHITE WITNESS POST.
 ML1092'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 ML1092'IS STAMPED POLE 1950.
 ML1092'
 ML1092'USC AND GS BENCH MARK C-306 WHICH MAY BE USED AS AN AZIMUTH MARK
 ML1092'IS 90 FEET WEST OF THE CENTER OF U.S. HIGHWAY 281, 73 FEET
 ML1092'NORTHEAST OF A POWER POLE, 26 FEET SOUTHEAST OF A FENCE CORNER,
 ML1092'15 FEET EAST OF A FENCE, 14 FEET SOUTHWEST OF A ROAD LEADING
 ML1092'NORTHWEST TO FARM RESIDENCE, AND 2 FEET SOUTHEAST OF A WITNESS
 ML1092'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED C
 ML1092'306 1950.
 ML1092'
 ML1092'TO REACH THE STATION FROM THE POST OFFICE IN ST. PAUL, GO EAST
 ML1092'ON MAIN ST. FOR 0.3 MILE TO U.S. HIGHWAY 281.  TURN LEFT AND
 ML1092'GO NORTH ON U.S. HIGHWAY 281 FOR 4.8 MILES TO THE AZIMUTH MARK
 ML1092'ON THE LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 281 FOR 0.2 MILE
 ML1092'TO THE TOP OF RIDGE AT A POINT WHERE THE HIGHWAY CURVES TO THE
 ML1092'LEFT OF NORTH SLIGHTLY AND STATION POLE 2 ON THE RIGHT OR EAST
 ML1092'SIDE OF THE HIGHWAY AS DESCRIBED.
 ML1092'
 ML1092'TO REACH BENCH MARK C-306 1950 FROM THE STATION, GO NORTH-NORTHWEST
 ML1092'FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 ML1092'
 ML1092'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ML1092
 ML1092                          STATION RECOVERY (1958)
 ML1092
 ML1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 ML1092'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THERE WAS
 ML1092'NO DESCRIPTION AVAILABLE FOR THIS STATION.  THE REFERENCE MARKS
 ML1092'AND AZIMUTH MARK WERE SEARCHED FOR AND NOT FOUND.  A FOUR FOOT
 ML1092'OBSERVING STAND IS STILL IN PLACE OVER THE MARK.  PRESUMABLY THE
 ML1092'MARK IS RESET DUE TO WIDENING OF U.S. HIGHWAY 281.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1925 ***********************************************************************
 MK1925  DESIGNATION -  POLK
 MK1925  PID         -  MK1925
 MK1925  STATE/COUNTY-  NE/POLK
 MK1925  USGS QUAD   -  POLK (1962)
 MK1925
 MK1925                         *CURRENT SURVEY CONTROL
 MK1925  ___________________________________________________________________
 MK1925* NAD 83(1995)-  41 04 54.64715(N)    097 47 23.31961(W)     ADJUSTED  
 MK1925* NAVD 88     -       535.     (meters)    1755.     (feet)  SCALED    
 MK1925  ___________________________________________________________________
 MK1925  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 MK1925  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 MK1925
 MK1925  HORZ ORDER  -  THIRD
 MK1925
 MK1925.The horizontal coordinates were established by classical geodetic methods
 MK1925.and adjusted by the National Geodetic Survey in August 1997..
 MK1925
 MK1925.The orthometric height was scaled from a topographic map.
 MK1925
 MK1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1925
 MK1925.The geoid height was determined by GEOID03.
 MK1925
 MK1925;                    North         East     Units Scale Factor Converg.
 MK1925;SPC NE       -   140,990.557   685,645.866   MT  0.99968581   +1 27 52.9
 MK1925;UTM  14      - 4,548,548.385   601,653.788   MT  0.99972718   +0 47 43.2
 MK1925
 MK1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1925!SPC NE       -   0.99992008  x   0.99968581  =   0.99960591
 MK1925!UTM  14      -   0.99992008  x   0.99972718  =   0.99964728
 MK1925
 MK1925:                Primary Azimuth Mark                     Grid Az
 MK1925:SPC NE       -  POLK AZ MK                               000 49 04.8
 MK1925:UTM  14      -  POLK AZ MK                               001 29 14.5
 MK1925
 MK1925|---------------------------------------------------------------------|
 MK1925| PID    Reference Object                     Distance      Geod. Az  |
 MK1925|                                                           dddmmss.s |
 MK1925| CN9494 POLK AZ MK                                         0021657.7 |
 MK1925| CN9495 POLK RM 1                            26.643 METERS 06132     |
 MK1925| MK1926 POLK 2                               37.227 METERS 06420     |
 MK1925| CN9496 POLK RM 2                            28.060 METERS 12206     |
 MK1925| MK1924 POLK MUNICIPAL TANK                 APPROX. 1.2 KM 1533325.2 |
 MK1925| CN9497 POLK 2 AZ MK                                       2081725.8 |
 MK1925| MK1927 HORDVILLE MUNICIPAL TANK            APPROX. 8.2 KM 2680237.2 |
 MK1925| MK1928 HORDVILLE LUTH CH STEEPLE           APPROX. 8.2 KM 2692904.0 |
 MK1925|---------------------------------------------------------------------|
 MK1925
 MK1925                          SUPERSEDED SURVEY CONTROL
 MK1925
 MK1925  NAD 83(1986)-  41 04 54.65532(N)    097 47 23.32301(W) AD(       ) 3
 MK1925  NAD 27      -  41 04 54.60600(N)    097 47 22.11800(W) AD(       ) 3
 MK1925
 MK1925.Superseded values are not recommended for survey control.
 MK1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1925.See file dsdata.txt to determine how the superseded data were derived.
 MK1925
 MK1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0165448548(NAD 83)
 MK1925_MARKER: DS = TRIANGULATION STATION DISK
 MK1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1925
 MK1925  HISTORY     - Date     Condition        Report By
 MK1925  HISTORY     - 1950     MONUMENTED       CGS
 MK1925  HISTORY     - 1971     GOOD             NGS
 MK1925
 MK1925                          STATION DESCRIPTION
 MK1925
 MK1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1925'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF THE TOWN
 MK1925'OF POLK, ALONG THE WEST SIDE OF A GRAVELED ROAD AND JUST
 MK1925'OPPOSITE A FARM HOME.  IT IS 39 FEET WEST OF THE CENTERLINE
 MK1925'OF THE GRAVELED ROAD, 8 FEET NORTH-NORTHEAST OF A POWERLINE
 MK1925'POLE WITH A TRIANGLE BLAZE, 5 FEET NORTH OF A WITNESS POST
 MK1925'AND 2 FEET EAST OF RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4
 MK1925'INCHES AND THE DISK IS STAMPED POLK 1950.
 MK1925'
 MK1925'REFERENCE MARK NO. 1 IS 72.5 FEET NORTH OF THE NORTH GATE
 MK1925'POST OF DRIVEWAY, 39 FEET EAST OF THE CENTERLINE OF THE
 MK1925'GRAVELED ROAD AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 MK1925'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED POLK NO 1 1950.
 MK1925'
 MK1925'REFERENCE MARK NO. 2 IS 39 FEET EAST OF THE CENTERLINE OF
 MK1925'THE GRAVELED ROAD, 10 FEET SOUTH OF THE CENTERLINE OF THE FARM
 MK1925'DRIVEWAY AND 2 FEET SOUTHWEST OF THE SOUTH GATE POST OF THE
 MK1925'DRIVEWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MK1925'POLK NO 2 1950.
 MK1925'
 MK1925'AZIMUTH MARK IS 40 FEET EAST OF THE CENTERLINE OF A GRAVELED
 MK1925'ROAD, 7 FEET SOUTH OF A TELEPHONE POLE AND 2.5 FEET WEST OF A
 MK1925'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 MK1925'STAMPED POLK 1950.
 MK1925'
 MK1925'TO REACH FROM THE POST OFFICE IN POLK, GO SOUTH 1 BLOCK TO
 MK1925'HIGHWAY 66, TURN RIGHT (WEST) 0.3 MILE TO CROSS STREETS, TURN
 MK1925'RIGHT (NORTH) ON A GRAVELED ROAD 0.45 MILE TO TOP OF GRADE
 MK1925'AND THE STATION ON THE LEFT AND A FARM HOME ON THE RIGHT.
 MK1925'
 MK1925'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.35 MILE
 MK1925'TO THE MARK ON THE RIGHT.
 MK1925'
 MK1925'A 50 FT. SIGNAL AT HORDVILLE AND WILLITS IS V.G.
 MK1925'
 MK1925'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MK1925
 MK1925                          STATION RECOVERY (1971)
 MK1925
 MK1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MK1925'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE
 MK1925'MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MK1925'AZIMUTH MARK WAS FOUND DESTROYED.  THE DISTANCE TO REFERENCE
 MK1925'MARK NO. 1 FAILED TO CHECK BY 0.06 FEET AND THE DIRECTION
 MK1925'MISSED BY 1 MINUTE AND 48 SECONDS.  THE DISTANCE TO REFERENCE
 MK1925'MARK NO. 2 FAILED TO CHECK BY 0.07 FEET BUT THE DIRECTION
 MK1925'WAS VERIFIED.  THE DIRECTION TO THE INTERSECTION STATIONS
 MK1925'WERE VERIFIED.  AT THE REQUEST OF THE NEBRASKA STATE HIGHWAY
 MK1925'DEPARTMENT, THE STATION MARK, REFERENCE MARK NO. 1, AND
 MK1925'REFERENCE MARK NO. 2 WERE MOVED ACROSS THE ROAD EAST OF THE
 MK1925'ORIGINAL SITE OF THE MARKS.
 MK1925'
 MK1925'POLK 2 WAS ESTABLISHED.  FOR FURTHER INFORMATION SEE THE DESCRIPTION
 MK1925'FOR POLK 2 1971.
 MK1925'
 MK1925'DIFFERENCE IN ELEVATION FROM POLK 1950 TO POLK 2 IS -0.425 METERS.
 MK1925'
 MK1925'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2
 MK1925'MILE NNW OF POLK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1926 ***********************************************************************
 MK1926  DESIGNATION -  POLK 2
 MK1926  PID         -  MK1926
 MK1926  STATE/COUNTY-  NE/POLK
 MK1926  USGS QUAD   -  POLK (1962)
 MK1926
 MK1926                         *CURRENT SURVEY CONTROL
 MK1926  ___________________________________________________________________
 MK1926* NAD 83(1995)-  41 04 55.16986(N)    097 47 21.88213(W)     ADJUSTED  
 MK1926* NAVD 88     -       535.     (meters)    1755.     (feet)  SCALED    
 MK1926  ___________________________________________________________________
 MK1926  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 MK1926  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 MK1926
 MK1926  HORZ ORDER  -  THIRD
 MK1926
 MK1926.The horizontal coordinates were established by classical geodetic methods
 MK1926.and adjusted by the National Geodetic Survey in August 1997..
 MK1926.No horizontal observational check was made to the station.
 MK1926
 MK1926.The orthometric height was scaled from a topographic map.
 MK1926
 MK1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1926
 MK1926.The geoid height was determined by GEOID03.
 MK1926
 MK1926;                    North         East     Units Scale Factor Converg.
 MK1926;SPC NE       -   141,007.529   685,678.986   MT  0.99968579   +1 27 53.8
 MK1926;UTM  14      - 4,548,564.970   601,687.105   MT  0.99972726   +0 47 44.1
 MK1926
 MK1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1926!SPC NE       -   0.99992008  x   0.99968579  =   0.99960589
 MK1926!UTM  14      -   0.99992008  x   0.99972726  =   0.99964736
 MK1926
 MK1926|---------------------------------------------------------------------|
 MK1926| PID    Reference Object                     Distance      Geod. Az  |
 MK1926|                                                           dddmmss.s |
 MK1926| CN9498 POLK 2 RM 3                           9.332 METERS 06732     |
 MK1926| CN9499 POLK 2 RM 4                          23.435 METERS 13848     |
 MK1926| CN9496 POLK RM 2                            32.510 METERS 19727     |
 MK1926| CN9497 POLK 2 AZ MK                                       2094828.2 |
 MK1926| MK1925 POLK                                 37.227 METERS 24420     |
 MK1926| MK1927 HORDVILLE MUNICIPAL TANK            APPROX. 8.3 KM 2675624.6 |
 MK1926| MK1928 HORDVILLE LUTH CH STEEPLE           APPROX. 8.3 KM 2692229.4 |
 MK1926|---------------------------------------------------------------------|
 MK1926
 MK1926                          SUPERSEDED SURVEY CONTROL
 MK1926
 MK1926  NAD 83(1986)-  41 04 55.17803(N)    097 47 21.88554(W) AD(       ) 3
 MK1926  NAD 27      -  41 04 55.12872(N)    097 47 20.68066(W) AD(       ) 3
 MK1926
 MK1926.Superseded values are not recommended for survey control.
 MK1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1926.See file dsdata.txt to determine how the superseded data were derived.
 MK1926
 MK1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0168748565(NAD 83)
 MK1926_MARKER: DS = TRIANGULATION STATION DISK
 MK1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1926_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1926
 MK1926  HISTORY     - Date     Condition        Report By
 MK1926  HISTORY     - 1971     MONUMENTED       NGS
 MK1926
 MK1926                          STATION DESCRIPTION
 MK1926
 MK1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MK1926'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH-NORTHWEST OF
 MK1926'POLK AND ON THE EAST SIDE OF A SURFACED ROAD.
 MK1926'
 MK1926'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 MK1926'HIGHWAY 66 IN POLK, GO WEST ON STATE HIGHWAY 66 FOR 0.3 MILE
 MK1926'TO A CROSSROAD.  (CONTINUE WEST ON STATE HIGHWAY 66 FOR 0.3
 MK1926'MILE TO A FIELD ENTRANCE AND THE AZIMUTH MARK ON THE LEFT.)
 MK1926'TURN RIGHT AND GO NORTH ON A SURFACED ROAD FOR 0.45 MILE
 MK1926'TO A FARMHOUSE AND THE STATION ON THE RIGHT.
 MK1926'
 MK1926'STATION MARKS ARE STANDARD DISKS STAMPED POLK 2 1971.  THE
 MK1926'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MK1926'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 101 FEET
 MK1926'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 93
 MK1926'FEET NORTH OF THE CENTER OF A DRIVEWAY, 73 FEET EAST OF THE
 MK1926'CENTER OF A SURFACED ROAD, AND 11 FEET SOUTH OF THE SOUTH
 MK1926'ROW OF CEDAR TREES.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 MK1926'AN IRREGULAR MASS OF CONCRETE 3.5 FEET BELOW THE SURFACE OF
 MK1926'THE GROUND.
 MK1926'
 MK1926'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED POLK 2 NO. 3 1971,
 MK1926'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 MK1926'THE SURFACE OF THE GROUND.  IT IS 70 FEET NORTHWEST OF THE
 MK1926'NORTHWEST CORNER OF THE HOUSE, 5 FEET EAST OF A CEDAR TREE,
 MK1926'AND 5 FEET WEST OF ANOTHER CEDAR TREE.
 MK1926'
 MK1926'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED POLK 2 NO. 4 1971,
 MK1926'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 MK1926'THE SURFACE OF THE GROUND.  IT IS 41 FEET WEST-SOUTHWEST OF THE
 MK1926'SOUTHWEST CORNER OF THE HOUSE, 36 FEET NORTH OF THE CENTER OF THE
 MK1926'DRIVEWAY, AND 1 FOOT NORTH OF A POWERLINE POLE WITH A
 MK1926'TRANSFORMER.
 MK1926'
 MK1926'AZIMUTH MARK, A STANDARD DISK STAMPED POLK 2 1971, IS SET IN
 MK1926'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 MK1926'IT IS 58 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 66, 27
 MK1926'FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 11.5 FEET
 MK1926'EAST OF THE WEST BRACE POST AT THE EAST SIDE OF THE FIELD
 MK1926'ENTRANCE, 1 FOOT NORTH OF AN EAST-WEST FENCE, AND 1 FOOT EAST
 MK1926'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1924 ***********************************************************************
 MK1924  DESIGNATION -  POLK MUNICIPAL TANK
 MK1924  PID         -  MK1924
 MK1924  STATE/COUNTY-  NE/POLK
 MK1924  USGS QUAD   -  POLK (1962)
 MK1924
 MK1924                         *CURRENT SURVEY CONTROL
 MK1924  ___________________________________________________________________
 MK1924* NAD 83(1995)-  41 04 20.05809(N)    097 47 00.58848(W)     ADJUSTED  
 MK1924* NAVD 88     -                                                        
 MK1924  ___________________________________________________________________
 MK1924  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 MK1924  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 MK1924
 MK1924  HORZ ORDER  -  THIRD
 MK1924
 MK1924.The horizontal coordinates were established by classical geodetic methods
 MK1924.and adjusted by the National Geodetic Survey in August 1997..
 MK1924
 MK1924
 MK1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1924
 MK1924.The geoid height was determined by GEOID03.
 MK1924
 MK1924;                    North         East     Units Scale Factor Converg.
 MK1924;SPC NE       -   139,937.792   686,203.458   MT  0.99968705   +1 28 07.9
 MK1924;UTM  14      - 4,547,489.132   602,199.064   MT  0.99972855   +0 47 57.6
 MK1924
 MK1924                          SUPERSEDED SURVEY CONTROL
 MK1924
 MK1924  NAD 83(1986)-  41 04 20.06602(N)    097 47 00.59147(W) AD(       ) 4
 MK1924  NAD 27      -  41 04 20.01000(N)    097 46 59.38200(W) AD(       ) 3
 MK1924
 MK1924.Superseded values are not recommended for survey control.
 MK1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1924.See file dsdata.txt to determine how the superseded data were derived.
 MK1924
 MK1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL0219947489(NAD 83)
 MK1924_MARKER: 53 = ELEVATED TANK
 MK1924
 MK1924  HISTORY     - Date     Condition        Report By
 MK1924  HISTORY     - 1950     FIRST OBSERVED   CGS
 MK1924  HISTORY     - 20040809 GOOD             USPSQD
 MK1924
 MK1924                          STATION DESCRIPTION
 MK1924
 MK1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1924'THE STATION IS LOCATED IN THE SOUTH EDGE OF THE TOWN OF POLK.
 MK1924'IT IS A FOUR LEGGED STEEL STRUCTURE WITH THE TANK PAINTED SILVER
 MK1924'AND THE LEGS BLACK.  THE TANK IS APPROXIMATELY 125 FEET HIGH.
 MK1924'
 MK1924'THE POINT INTERSECTED WAS THE BALL AT THE TOP OF TANK.
 MK1924'
 MK1924'TO REACH FROM THE JUNCTION OF THE MAIN STREET AND STATE HIGHWAY
 MK1924'66, GO SOUTH ALONG THE WEST SIDE OF THE CITY PARK FOR 3-1/2 BLOCKS
 MK1924'TO THE STATION ON THE LEFT.
 MK1924
 MK1924                          STATION RECOVERY (2004)
 MK1924
 MK1924'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1924'STATION FOUND GOOD. TANK IS SOUTH OF U.S. HIGHWAY 92.  SOUTH OF SIOUX
 MK1924'AVENUE, EAST OF S. MAIN STREET, IN THE SOUTHEAST CORNER OF THE
 MK1924'INTERSECTION OF SIOUX AND S. MAIN STREETS. TANK IS SILVER WITH AN AQUA
 MK1924'ROOF AND BLACK LETTERS POLK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1083 ***********************************************************************
 ML1083  DESIGNATION -  POMPEY
 ML1083  PID         -  ML1083
 ML1083  STATE/COUNTY-  NE/HOWARD
 ML1083  USGS QUAD   -  ST PAUL SW (1961)
 ML1083
 ML1083                         *CURRENT SURVEY CONTROL
 ML1083  ___________________________________________________________________
 ML1083* NAD 83(1995)-  41 06 25.48865(N)    098 27 17.50774(W)     ADJUSTED  
 ML1083* NAVD 88     -       602.     (meters)    1975.     (feet)  SCALED    
 ML1083  ___________________________________________________________________
 ML1083  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 ML1083  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 ML1083
 ML1083  HORZ ORDER  -  FIRST
 ML1083
 ML1083.The horizontal coordinates were established by classical geodetic methods
 ML1083.and adjusted by the National Geodetic Survey in August 1997..
 ML1083
 ML1083.The orthometric height was scaled from a topographic map.
 ML1083
 ML1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1083
 ML1083.The geoid height was determined by GEOID03.
 ML1083
 ML1083;                    North         East     Units Scale Factor Converg.
 ML1083;SPC NE       -   142,578.374   629,741.652   MT  0.99968267   +1 01 26.2
 ML1083;UTM  14      - 4,550,787.255   545,772.651   MT  0.99962579   +0 21 30.3
 ML1083
 ML1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1083!SPC NE       -   0.99990942  x   0.99968267  =   0.99959212
 ML1083!UTM  14      -   0.99990942  x   0.99962579  =   0.99953525
 ML1083
 ML1083                          SUPERSEDED SURVEY CONTROL
 ML1083
 ML1083  NAD 83(1986)-  41 06 25.49694(N)    098 27 17.51047(W) AD(       ) 1
 ML1083  NAD 27      -  41 06 25.44700(N)    098 27 16.27300(W) AD(       ) 1
 ML1083
 ML1083.Superseded values are not recommended for survey control.
 ML1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1083.See file dsdata.txt to determine how the superseded data were derived.
 ML1083
 ML1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4577350787(NAD 83)
 ML1083_MARKER: V = STONE MONUMENT
 ML1083_SETTING: 0 = UNSPECIFIED SETTING
 ML1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1083
 ML1083  HISTORY     - Date     Condition        Report By
 ML1083  HISTORY     - 1899     MONUMENTED       CGS
 ML1083  HISTORY     - 1927     SEE DESCRIPTION  CGS
 ML1083  HISTORY     - 1934     SEE DESCRIPTION  NEGS
 ML1083  HISTORY     - 1935     SEE DESCRIPTION  CGS
 ML1083  HISTORY     - 1935     SEE DESCRIPTION  CGS
 ML1083  HISTORY     - 1950     SEE DESCRIPTION  CGS
 ML1083
 ML1083                          STATION DESCRIPTION
 ML1083
 ML1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 ML1083'THIS STATION IS ON THE HIGHEST AND MOST PROMINENT SAND HILL OF
 ML1083'THE RANGE IN THE VALLEY OF THE LOUP RIVER, BETWEEN GRAND ISLAND
 ML1083'AND ST. PAUL, WHICH IS LOCALLY KNOWN AS MOUNT POMPEY (OR POMPEII).
 ML1083'IT IS NEAR THE CENTER OF THE TOP OF THE HILL, BUT NOT ON ITS
 ML1083'HIGHEST POINT.  IT IS NEAR THE SOUTHWEST CORNER OF SEC. 10,
 ML1083'T. 13 N., R. 10 W., ABOUT 7 MILES DUE SOUTH OF ST. PAUL, AND
 ML1083'ONE-HALF MILE SOUTH AND 4-1/2 MILES EAST OF DANNEBROG.  SURFACE
 ML1083'MARK IS A MARBLE POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET
 ML1083'LONG, PLACED WITH ITS TOP FLUSH WITH THE GROUND, AND HAVING TWO
 ML1083'V-SHAPED GROOVES AT RIGHT ANGLES AND THE LETTERS
 ML1083'U.S.C.S. CUT IN ITS TOP.  UNDERGROUND MARK IS AN EARTHENWARE
 ML1083'CROCK, BURIED ABOUT 3 FEET BELOW THE SURFACE, WITH BOTTOM
 ML1083'UPWARD AND WITH A SMALL DRILL HOLE IN THE BOTTOM.
 ML1083
 ML1083                          STATION RECOVERY (1927)
 ML1083
 ML1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (EOH)
 ML1083'THE SURFACE MARK WAS FOUND LYING ON TOP OF THE GROUND AND THE
 ML1083'SUB-SURFACE MARK COULD NOT BE RECOVERED.  THIS STATION WAS
 ML1083'ORIGINALLY ON A LARGE SAND DUNE AND IT HAD SHIFTED ENOUGH TO
 ML1083'DESTROY BOTH MARKS.
 ML1083
 ML1083                          STATION RECOVERY (1934)
 ML1083
 ML1083'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 ML1083'THIS STATION WAS REPORTED LOST IN 1927.
 ML1083
 ML1083                          STATION RECOVERY (1935)
 ML1083
 ML1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 ML1083'THE SURFACE MARK WS FOUND IN A BLOWOUT ON THE SOUTH SLOPE OF
 ML1083'THE LARGE SAND HILL KNOWN AS MOUNT POMPEY.  RESIDENTS OF THE
 ML1083'DISTRICT STATE THAT THE MARBLE POST HAS BEEN MOVED ABOUT
 ML1083'CONSIDERABLY BY FARMERS AND CURIO SEEKERS, EVEN HAVING BEEN
 ML1083'REMOVED ENTIRELY FROM THE HILL ON SOME OCCASIONS.  THE ENTIRE
 ML1083'SURFACE OF THE SAND HILL IS POCK-MARKED WITH SMALLER BLOWOUTS
 ML1083'SO THAT IS WAS IMPOSSIBLE TO DETERMINE JUST WHERE THE STATION
 ML1083'ORIGINALLY MIGHT HAVE BEEN.  THE LAND ON WHICH THE STATION WAS
 ML1083'LOCATED IS NOW OWNED BY R.L. REEDER, WHO LIVES ABOUT 1/4 MILE
 ML1083'NORTHWEST OF THE HILL.
 ML1083
 ML1083                          STATION RECOVERY (1935)
 ML1083
 ML1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 ML1083'STATION NOT RECOVERED.  ON THE HIGHEST AND MOST PROMINENT
 ML1083'SAND HILL IN THE VALLEY OF LOUP RIVER BETWEEN GRAND ISLAND AND
 ML1083'ST. PAUL.  SURFACE AND UNDERGROUND MARKS WERE NOT RECOVERED.  A
 ML1083'LARGE SAND DUNE ON WHICH THE STATION STOOD, HAS SHIFTED ENOUGH
 ML1083'TO DESTROY BOTH MARKS.  IT IS RECOMMENDED THAT THIS STATION
 ML1083'BE CONSIDERED LOST.
 ML1083
 ML1083                          STATION RECOVERY (1950)
 ML1083
 ML1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1083'STATION NOT RECOVERED.  A SEARCH WAS MADE (USING A DISTANCE AND
 ML1083'DIRECTION FROM POMPEY 2 1950) BUT NO INDICATION OF THE SUB
 ML1083'SURFACE MARK COULD BE FOUND.
 ML1083'
 ML1083'THE INDICATED POSITION OF THE STATION WAS A SMALL GULLY ABOUT
 ML1083'12 FEET BELOW THE CREST OF BADLY ERODED SAND DUNE.
 ML1083'
 ML1083'THE SURFACE MARK WAS FOUND LYING ON TOP OF THE GROUND ABOUT
 ML1083'TWO HUNDRED FEET AWAY.  IT IS RECOMMENDED THAT THE STATION BE
 ML1083'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1082 ***********************************************************************
 ML1082  DESIGNATION -  POMPEY 2
 ML1082  PID         -  ML1082
 ML1082  STATE/COUNTY-  NE/HOWARD
 ML1082  USGS QUAD   -  ST PAUL SW (1961)
 ML1082
 ML1082                         *CURRENT SURVEY CONTROL
 ML1082  ___________________________________________________________________
 ML1082* NAD 83(1995)-  41 06 24.59868(N)    098 27 21.97881(W)     ADJUSTED  
 ML1082* NAVD 88     -       602.     (meters)    1975.     (feet)  SCALED    
 ML1082  ___________________________________________________________________
 ML1082  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 ML1082  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 ML1082
 ML1082  HORZ ORDER  -  SECOND
 ML1082
 ML1082.The horizontal coordinates were established by classical geodetic methods
 ML1082.and adjusted by the National Geodetic Survey in August 1997..
 ML1082
 ML1082.The orthometric height was scaled from a topographic map.
 ML1082
 ML1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1082
 ML1082.The geoid height was determined by GEOID03.
 ML1082
 ML1082;                    North         East     Units Scale Factor Converg.
 ML1082;SPC NE       -   142,549.070   629,637.869   MT  0.99968270   +1 01 23.3
 ML1082;UTM  14      - 4,550,759.159   545,668.539   MT  0.99962567   +0 21 27.4
 ML1082
 ML1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1082!SPC NE       -   0.99990942  x   0.99968270  =   0.99959215
 ML1082!UTM  14      -   0.99990942  x   0.99962567  =   0.99953513
 ML1082
 ML1082|---------------------------------------------------------------------|
 ML1082| PID    Reference Object                     Distance      Geod. Az  |
 ML1082|                                                           dddmmss.s |
 ML1082| CN9501 POMPEY 2 RM 1                        18.111 METERS 16317     |
 ML1082| ML1081 CLEVELAND TWP KAC 37 ATT CO TR       98.919 METERS 18640     |
 ML1082| ML1100 CAIRO MUNICIPAL TANK                APPROX.17.2 KM 2271821.8 |
 ML1082| CN9500 POMPEY 2 AZ MK                                     2384957.7 |
 ML1082| ML0273 ML 11                                21.194 METERS 24946     |
 ML1082| ML1102 DANNEBROG MUNICIPAL TANK            APPROX. 7.6 KM 2790207.3 |
 ML1082| ML1107 FARWELL MUNICIPAL TANK              APPROX.18.5 KM 3094752.9 |
 ML1082| ML1087 ST PAUL REA RADIO MAST              APPROX.12.9 KM 3484130.6 |
 ML1082| ML1084 ST PAUL MUNICIPAL STANDPIPE         APPROX.12.0 KM 3592332.6 |
 ML1082|---------------------------------------------------------------------|
 ML1082
 ML1082                          SUPERSEDED SURVEY CONTROL
 ML1082
 ML1082  NAD 83(1986)-  41 06 24.60613(N)    098 27 21.98161(W) AD(       ) 2
 ML1082  NAD 27      -  41 06 24.55600(N)    098 27 20.73400(W) AD(       ) 2
 ML1082
 ML1082.Superseded values are not recommended for survey control.
 ML1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1082.See file dsdata.txt to determine how the superseded data were derived.
 ML1082
 ML1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL4566950759(NAD 83)
 ML1082_MARKER: DS = TRIANGULATION STATION DISK
 ML1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1082
 ML1082  HISTORY     - Date     Condition        Report By
 ML1082  HISTORY     - 1950     MONUMENTED       CGS
 ML1082
 ML1082                          STATION DESCRIPTION
 ML1082
 ML1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1082'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF ST PAUL ON A HIGH
 ML1082'SAND HILL.  THIS IS IN THE IMMEDIATE VICINITY OF THE STATION
 ML1082'POMPEY 1899.  A SEARCH WAS MADE FOR STATION POMPEY 1899 THROUGH
 ML1082'AN INVERSE COMPUTATION AND COULD NOT BE FOUND.  THE 1950 STATION
 ML1082'IS LOCATED 115 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE
 ML1082'BUILDING, 24 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD, 15
 ML1082'FEET WEST OF A FENCELINE AND 15 FEET WEST SOUTHWEST OF A
 ML1082'WHITE WITNESS POST.  THE MARK IS SET FLUSH WITH THE GROUND AND
 ML1082'THE DISK IS STAMPED POMPEY 2 1950.
 ML1082'
 ML1082'REFERENCE MARK NO. 1 IS 89 FEET WEST OF THE NORTHWEST CORNER OF
 ML1082'A WHITE BUILDING, 32 FEET SOUTH OF THE CENTERLINE OF A TRACK
 ML1082'ROAD AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS ABOUT
 ML1082'4 INCHES AND THE DISK IS STAMPED POMPEY 2 NO 1 1950.
 ML1082'
 ML1082'BM. ML-11-14 (USBR) WAS USED AS R.M. NO. 2.  IT IS A STANDARD
 ML1082'U.S. BUREAU RECLAMATION BENCH MARK DISK SET IN A 4 X 4 CONCRETE
 ML1082'POST.  IT IS 17 FEET NORTH OF A TRACK ROAD AND 2 FEET NORTHWEST
 ML1082'OF A 2 X 4 WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES
 ML1082'AND THE DISK IS STAMPED ML-11-14.
 ML1082'
 ML1082'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 ML1082'POMPEY 2 1950 TO BM. ML-11-14 (USBR).
 ML1082'
 ML1082'AZIMUTH MARK IS 53 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 ML1082'ROAD, 4 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH
 ML1082'OF A FENCELINE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 ML1082'DISK IS STAMPED POMPEY 2 1950.
 ML1082'
 ML1082'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 ML1082'STATE ROUTE 92 ABOUT 2 MILES SOUTH OF ST. PAUL, GO SOUTH ON
 ML1082'U.S. HIGHWAY 281 FOR 6.95 MILES TO STATE ROUTE 58.  TURN RIGHT
 ML1082'(WEST) ON STATE ROUTE 58 AND GO 4.6 MILES TO A GATE ON THE
 ML1082'RIGHT SIDE OF ROAD.  PASS THROUGH GATE (TO REACH AZIMUTH MARK
 ML1082'FROM THIS POINT, GO WEST ALONG NORTH SIDE OF FENCE FOR 0.1
 ML1082'MILE TO MARK AS DESCRIBED.) AND FOLLOW TRACK ROAD
 ML1082'NORTHEASTERLY UP HILL FOR 0.1 MILE TO STATION SITE AS
 ML1082'DESCRIBED.
 ML1082'
 ML1082'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1287 ***********************************************************************
 MJ1287  DESIGNATION -  PON
 MJ1287  PID         -  MJ1287
 MJ1287  STATE/COUNTY-  NE/DOUGLAS
 MJ1287  USGS QUAD   -  LOVELAND (1994)
 MJ1287
 MJ1287                         *CURRENT SURVEY CONTROL
 MJ1287  ___________________________________________________________________
 MJ1287* NAD 83(1995)-  41 22 52.23625(N)    095 59 45.62449(W)     ADJUSTED  
 MJ1287* NAVD 88     -       391.     (meters)    1283.     (feet)  SCALED    
 MJ1287  ___________________________________________________________________
 MJ1287  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 MJ1287  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 MJ1287
 MJ1287  HORZ ORDER  -  SECOND
 MJ1287
 MJ1287.The horizontal coordinates were established by classical geodetic methods
 MJ1287.and adjusted by the National Geodetic Survey in August 1997..
 MJ1287
 MJ1287.The orthometric height was scaled from a topographic map.
 MJ1287
 MJ1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1287
 MJ1287.The geoid height was determined by GEOID03.
 MJ1287
 MJ1287;                    North         East     Units Scale Factor Converg.
 MJ1287;SPC NE       -   179,601.197   834,695.238   MT  0.99966095   +2 39 12.4
 MJ1287;SPC IA S     -   156,373.897   291,250.902   MT  0.99995331   -1 38 38.8
 MJ1287;UTM  15      - 4,585,404.811   249,473.858   MT  1.00037248   -1 58 53.7
 MJ1287;UTM  14      - 4,585,427.950   751,194.043   MT  1.00037661   +1 59 12.7
 MJ1287
 MJ1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1287!SPC NE       -   0.99994306  x   0.99966095  =   0.99960403
 MJ1287!SPC IA S     -   0.99994306  x   0.99995331  =   0.99989637
 MJ1287!UTM  15      -   0.99994306  x   1.00037248  =   1.00031552
 MJ1287!UTM  14      -   0.99994306  x   1.00037661  =   1.00031965
 MJ1287
 MJ1287|---------------------------------------------------------------------|
 MJ1287| PID    Reference Object                     Distance      Geod. Az  |
 MJ1287|                                                           dddmmss.s |
 MJ1287| MJ1471 NASHVILLE UNIDENT TWR                              05451     |
 MJ1287| MJ1472 PON AZ MK                                          1034333.8 |
 MJ1287| MJ1470 NASHVILLE UNIDENT MAST                             11038     |
 MJ1287| MJ1469 COUNCIL BLUFFS UNIDENT TANK                        12546     |
 MJ1287| MJ1263 OMAHA RAD STA WOW RAD MAST          APPROX. 7.3 KM 1812557.8 |
 MJ1287| MJ1473 PON RM 1                             27.034 METERS 18529     |
 MJ1287| MK1981 RADIO STA KOAD RAD MAST             APPROX. 7.7 KM 1863504.7 |
 MJ1287| MJ1474 PON RM 2                             38.009 METERS 28900     |
 MJ1287|---------------------------------------------------------------------|
 MJ1287
 MJ1287                          SUPERSEDED SURVEY CONTROL
 MJ1287
 MJ1287  NAD 83(1986)-  41 22 52.24332(N)    095 59 45.62510(W) AD(       ) 2
 MJ1287  NAD 27      -  41 22 52.25300(N)    095 59 44.57600(W) AD(       ) 2
 MJ1287
 MJ1287.Superseded values are not recommended for survey control.
 MJ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1287.See file dsdata.txt to determine how the superseded data were derived.
 MJ1287
 MJ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4947485405(NAD 83)
 MJ1287_MARKER: DS = TRIANGULATION STATION DISK
 MJ1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1287_SP_SET: CONCRETE POST
 MJ1287_STAMPING: PON 1947
 MJ1287_MARK LOGO: CGS   
 MJ1287_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1287+STABILITY: SURFACE MOTION
 MJ1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1287+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1982
 MJ1287
 MJ1287  HISTORY     - Date     Condition        Report By
 MJ1287  HISTORY     - 1947     MONUMENTED       CGS
 MJ1287  HISTORY     - 1947     GOOD             CGS
 MJ1287  HISTORY     - 1953     SEE DESCRIPTION  CGS
 MJ1287  HISTORY     - 1961     GOOD             CGS
 MJ1287  HISTORY     - 1974     GOOD             NEDR
 MJ1287  HISTORY     - 1975     GOOD             NEDR
 MJ1287  HISTORY     - 19821004 GOOD             NGS
 MJ1287
 MJ1287                          STATION DESCRIPTION
 MJ1287
 MJ1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1287'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF OMAHA,
 MJ1287'0.2 MILE EAST OF U.S. HIGHWAY 73 AND JUST EAST OF MR. WYNBERGHES
 MJ1287'HOUSE.  IT IS 78 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 MJ1287'WORK SHOP, 51 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE AND
 MJ1287'11 FEET EAST OF A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 MJ1287'AND THE DISK IS STAMPED PON 1947.
 MJ1287'
 MJ1287'REFERENCE MARK NO. 1 IS 88.94 FEET SOUTH OF THE STATION AND 48 FEET
 MJ1287'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.  THE MARK PROJECTS
 MJ1287'4 INCHES AND THE DISK IS STAMPED PON 1947 NO 1.
 MJ1287'
 MJ1287'REFERENCE MARK NO. 2 IS 124.70 FEET WEST-NORTHWEST OF THE STATION,
 MJ1287'65 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AND 19
 MJ1287'FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY.  THE MARK IS FLUSH
 MJ1287'WITH THE GROUND AND THE DISK IS STAMPED PON 1947 NO 2.
 MJ1287'
 MJ1287'AZIMUTH MARK IS ABOUT 0.2 MILE EAST-SOUTHEAST OF THE STATION,
 MJ1287'14 FEET SOUTHEAST OF FENCE CORNER FORMED BY LANE LEADING SOUTH
 MJ1287'FROM PASTURE, 5 FEET WEST-NORTHWEST OF A WITNESS POST AND 1 FOOT
 MJ1287'SOUTHWEST OF THE FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 MJ1287'IS STAMPED PON 1947.
 MJ1287'
 MJ1287'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 275, 75, 73 AND 6 AT
 MJ1287'THE CORNER OF 13TH AND DOUGLAS STREET IN OMAHA, GO NORTH AND WEST
 MJ1287'ON U.S. HIGHWAY 73 FOR 7.4 MILES TO THE JUNCTION OF STATE ROUTE 36,
 MJ1287'CONTINUE ON HIGHWAY 73 FOR 3.0 MILES TO FLOODS TAVERN ON THE
 MJ1287'RIGHT, CONTINUE ON FOR 0.4 MILE TO A PRIVATE ROAD RIGHT, TURN
 MJ1287'RIGHT UP HILL FOR 0.15 MILE TO MR. VAN WYNBERGHES HOUSE AND
 MJ1287'THE STATION.
 MJ1287'
 MJ1287'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH AND EAST AROUND
 MJ1287'NORTH EDGE OF FIELD FOR 0.15 MILE TO CORNER OF FIELD, TURN SOUTHEAST
 MJ1287'FOR 0.1 MILE TO GATE ON THE LEFT AND MARK AS DESCRIBED.
 MJ1287'
 MJ1287'A 74 FOOT SIGNAL AT HANNIBAL 1934 CAN BE SEEN FROM A 44 FOOT SIGNAL.
 MJ1287'
 MJ1287'A 74 FOOT SIGNAL AT JOHANNES 1930 CAN BE SEEN FROM A 44 FOOT SIGNAL.
 MJ1287'
 MJ1287'A 74 FOOT SIGNAL AT CONNER CAN BE SEEN FROM A 44 FOOT SIGNAL.
 MJ1287'
 MJ1287'A 74 FOOT SIGNAL AT DIOCESE NO 2 CAN BE SEEN FROM A 60 FOOT SIGNAL.
 MJ1287'
 MJ1287'A 4 FOOT SIGNAL AT 311 M.R.C. CAN BE SEEN FROM A 60 FOOT SIGNAL.
 MJ1287'
 MJ1287'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MJ1287
 MJ1287                          STATION RECOVERY (1947)
 MJ1287
 MJ1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 MJ1287'RECOVERED IN GOOD CONDITION.
 MJ1287
 MJ1287                          STATION RECOVERY (1953)
 MJ1287
 MJ1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWO)
 MJ1287'REFERENCE MARKS NO 1 AND 2 WERE RECOVERED AS DESCRIBED.  THE
 MJ1287'STATION IS BELIVED TO BE DESTROYED.
 MJ1287'
 MJ1287'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTION-
 MJ1287'MR LOUIS STIREK LIVES IN THE HOUSE MENTIONED IN THE ORIGINAL
 MJ1287'DESCRIPTION AND NOT MR. WYNBERGH.
 MJ1287'
 MJ1287'IN THE DIRECTIONS TO REACH THE STATION FLOODS TAVERN IS NOW
 MJ1287'OPERATED BY MR RYAN.
 MJ1287
 MJ1287                          STATION RECOVERY (1961)
 MJ1287
 MJ1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ1287'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND FOUND TO
 MJ1287'BE IN GOOD CONDITION.  THE STATION WAS SEARCHED FOR BUT IS
 MJ1287'PROBABLY LOST AS IT PLOTS INSIDE OF A CORN FIELD.
 MJ1287
 MJ1287                          STATION RECOVERY (1974)
 MJ1287
 MJ1287'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974 (HED)
 MJ1287'NEW TO REACH FROM THE SCHOOL IN THE SMALL TOWN OF NASHVILLE ON HWY 73
 MJ1287'NORTH OF OMAHA GO SOUTH ON HWY 73 APPROX 1.9 MILE TO FARM DRIVE ON
 MJ1287'LEFT (EAST) SIDE OF HWY 73, TURN LEFT (EAST) UP FARM DRIVE FOR APPROX
 MJ1287'0.1 MILE TO STATION EAST OF FARM HOUSE AND SOUTH OF A GARAGE.
 MJ1287'
 MJ1287'STATION, REF. NO. 1, REF NO. 2, AND AZIMUTH FOUND IN GOOD CONDITION
 MJ1287'AS DESCRIBED.
 MJ1287'
 MJ1287'NEAREST TOWN--FLORENCE.
 MJ1287
 MJ1287                          STATION RECOVERY (1975)
 MJ1287
 MJ1287'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 MJ1287'PON 1947 STATION, REF NO 1, REF NO 2, AND AZIMUTH WERE FOUND AS
 MJ1287'DESCRIBED IN GOOD CONDITION.
 MJ1287'
 MJ1287'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES NNW OF OMAHA
 MJ1287'NEB.
 MJ1287
 MJ1287                          STATION RECOVERY (1982)
 MJ1287
 MJ1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MJ1287'THE SURFACE STATION MARK, RM 1, RM 2 AND THE AZIMUTH MARK WERE
 MJ1287'RECOVERED.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS WITHIN
 MJ1287'ALLOWABLE LIMITS, HOWEVER THE DISTANCE TO RM 1 WAS 0.074 M
 MJ1287'(0.243 FT) SHORTER THAT 1947 DATA.  THE DISTANCE TO RM 2 AGREED.  THE
 MJ1287'AZIMUTH MARK IS OVER THE BROW OF A HILL AND IS NOT GROUND VISIBLE.
 MJ1287'THERE WAS NO SUITABLE LOCATION FOR ANOTHER AZIMUTH MARK DUE TO
 MJ1287'TREES, FARM BUILDINGS AND TERRAIN.  THE DISTANCE BETWEEN THE RMS
 MJ1287'CANNOT BE MEASURED BECAUSE A HOUSE IS ON LINE, HOWEVER A
 MJ1287'SIDE-ANGLE-SIDE COMPUTATION WAS MADE USING 1947 DATA AND ANOTHER MADE
 MJ1287'USING 1982 DATA.  THE 1982 VALUES INDICATE A DISTANCE OF 0.062 M
 MJ1287'(0.203 FT) SHORTER BETWEEN THESE MARKS.  APPARENTLY RM 1 HAS BEEN
 MJ1287'DISTURBED.  A POLARIS OBSERVATION WAS MADE TO A DISTANT OBJECT FOR
 MJ1287'GROUND AZIMUTH. A NEW DESCRIPTION FOLLOWS.
 MJ1287'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTH FROM OMAHA, 3.2 KM
 MJ1287'(2.0 MI) SOUTH FROM THE COMMUNITY OF NASHVILLE, 0.4 KM (0.2 MI) EAST
 MJ1287'FROM U.S. HIGHWAY 73 AND ON PROPERTY OWNED BY H. LANKFORD, 13425
 MJ1287'CALHOUN ROAD, OMAHA, NE 68112.  TELEPHONE 402 451 0361.  THE PROPERTY
 MJ1287'OWNER MUST BE CONTACTED PRIOR TO VISITING THIS STATION.
 MJ1287'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 680 AND U.S.
 MJ1287'HIGHWAY 73, AT THE NORTH EDGE OF OMAHA, GO NORTH ON HIGHWAY 73, FROM
 MJ1287'THE OVERPASS BRIDGES, FOR 4.35 KM (2.70 MI) TO A PRIVATE DRIVE ON THE
 MJ1287'RIGHT. TURN RIGHT AND GO EAST, UP A STEEP HILL, FOR 0.32 KM
 MJ1287'(0.20 MI) TO THE LANKFORD HOUSE AND THE STATION.
 MJ1287'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 MJ1287'RECESSED 0.010 M (0.033 FT) BELOW THE GROUND SURFACE.  IT IS 15.45 M
 MJ1287'(50.69 FT) EAST FROM THE NORTHEAST CORNER OF THE HOUSE, 10.36 M
 MJ1287'(33.99 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF A
 MJ1287'WORKSHOP/GARAGE, 9.40 M (30.84 FT) SOUTHEAST FROM THE SOUTHWEST
 MJ1287'CORNER OF THE WORKSHOP/GARAGE AND 2.39 M (7.84 FT) WEST FROM A BOARD
 MJ1287'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0609 ***********************************************************************
 NN0609  DESIGNATION -  PONCA
 NN0609  PID         -  NN0609
 NN0609  STATE/COUNTY-  NE/KNOX
 NN0609  USGS QUAD   -  VERDEL (1950)
 NN0609
 NN0609                         *CURRENT SURVEY CONTROL
 NN0609  ___________________________________________________________________
 NN0609* NAD 83(1995)-  42 46 49.74876(N)    098 12 29.21287(W)     ADJUSTED  
 NN0609* NAVD 88     -       511.8    (meters)    1679.     (feet)  VERTCON   
 NN0609  ___________________________________________________________________
 NN0609  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 NN0609  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 NN0609
 NN0609  HORZ ORDER  -  SECOND
 NN0609
 NN0609.The horizontal coordinates were established by classical geodetic methods
 NN0609.and adjusted by the National Geodetic Survey in August 1997..
 NN0609
 NN0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0609
 NN0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0609
 NN0609.The geoid height was determined by GEOID03.
 NN0609
 NN0609;                    North         East     Units Scale Factor Converg.
 NN0609;SPC NE       -   328,755.737   646,606.951   MT  0.99990674   +1 11 14.9
 NN0609;SPC SD S     -    51,900.361   773,891.273   MT  1.00001293   +1 27 57.9
 NN0609;SPC SD S     -   170,276.43  2,539,008.28   sFT  1.00001293   +1 27 57.9
 NN0609;UTM  14      - 4,736,742.617   564,774.725   MT  0.99965162   +0 32 16.3
 NN0609
 NN0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0609!SPC NE       -   0.99992380  x   0.99990674  =   0.99983054
 NN0609!SPC SD S     -   0.99992380  x   1.00001293  =   0.99993672
 NN0609!UTM  14      -   0.99992380  x   0.99965162  =   0.99957544
 NN0609
 NN0609:                Primary Azimuth Mark                     Grid Az
 NN0609:SPC NE       -  WARD                                     109 19 21.6
 NN0609:SPC SD S     -  WARD                                     109 02 38.6
 NN0609:UTM  14      -  WARD                                     109 58 20.2
 NN0609
 NN0609|---------------------------------------------------------------------|
 NN0609| PID    Reference Object                     Distance      Geod. Az  |
 NN0609|                                                           dddmmss.s |
 NN0609| NN0606 WARD                                APPROX. 8.8 KM 1103036.5 |
 NN0609|---------------------------------------------------------------------|
 NN0609
 NN0609                          SUPERSEDED SURVEY CONTROL
 NN0609
 NN0609  NAD 83(1986)-  42 46 49.75878(N)    098 12 29.21366(W) AD(       ) 2
 NN0609  NAD 27      -  42 46 49.76400(N)    098 12 27.93200(W) AD(       ) 2
 NN0609  NGVD 29 (07/19/86)  511.6    (m)         1678.     (f) VERT ANG       
 NN0609
 NN0609.Superseded values are not recommended for survey control.
 NN0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0609.See file dsdata.txt to determine how the superseded data were derived.
 NN0609
 NN0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN6477536743(NAD 83)
 NN0609_MARKER: P = PIPE CAP
 NN0609_SETTING: 0 = UNSPECIFIED SETTING
 NN0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0609
 NN0609  HISTORY     - Date     Condition        Report By
 NN0609  HISTORY     - 1891     MONUMENTED       MORC
 NN0609  HISTORY     - 1901     MARK NOT FOUND   CGS
 NN0609  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NN0609  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NN0609
 NN0609                          STATION DESCRIPTION
 NN0609
 NN0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 NN0609'ON THE RIGHT BANK OF THE MISSOURI RIVER, ON A VERY HIGH AND
 NN0609'SHARP-TOPPED SANDSTONE BUTTE, 2 MILES SOUTH OF PONCA CREEK AND
 NN0609'5 MILES FROM THE RIVER.  THE HIGHEST MASS OF ROCK ON THE BUTTE
 NN0609'IS 15 FEET NORTHWEST OF THE STATION.  ORIGINALLY MARKED WITH THE
 NN0609'REGULAR STATION MARK OF THE MISSOURI RIVER COMMISSION, THE
 NN0609'UNDERGROUND MARK BEING A BLOCK OF STONE 18 INCHES SQUARE ABOUT 3
 NN0609'FEET BELOW THE SURFACE OF THE GROUND, AND HAVING A SMALL
 NN0609'DRILLED HOLE IN IT.  THE SURFACE MARK IS AN IRON PIPE WITH A
 NN0609'CAST-IRON CAP HAVING A RAISED TRIANGLE ON IT WITH A SMALL
 NN0609'DRILLED HOLE IN ITS CENTER.  THE CAP IS LETTERED U.S. MISSOURI
 NN0609'RIVER COMMISSION.  IN 1901 ONLY THE UNDERGROUND MARK WAS
 NN0609'RECOVERED.
 NN0609
 NN0609                          STATION RECOVERY (1935)
 NN0609
 NN0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0609'ACCORDING TO INFORMATION RECEIVED THE SURFACE MARK WAS PULLED OUT
 NN0609'AND CARRIED AWAY MANY YEARS AGO.  THE UNDERGROUND MARK WAS
 NN0609'RECOVERED MAY 2, 1935.  IT IS A FLAT BLOCK OF LOCAL SANDSTONE
 NN0609'ABOUT 18 INCHES SQUARE WITH A CHISELED CROSS IN THE CENTER AND
 NN0609'THE LETTERS U.S. ABOVE AND A TRIANGLE BELOW THE CROSS, BURIED
 NN0609'ABOUT 2 FEET.
 NN0609'
 NN0609'IN NORTHEAST QUARTER OF SEC. 2, T. 32 N., R. 8 W., ON LAND
 NN0609'LEASED BY T.B. STEINBACH WHO LIVES IN SECTION 11 ABOUT 1 MILE
 NN0609'SOUTH OF THE STATION, ON VERY HIGH SHARP-TOPPED SANDSTONE-CAPPED
 NN0609'BUTTE AND 13 FEET SOUTH-SOUTHEAST OF THE SOUTH FACE OF THE
 NN0609'HIGHEST MASS OF ROCK ON THE BUTTE.  A SMALL CROSS WAS CHISELED ON
 NN0609'THE SANDSTONE FACE AT POINT FROM WHICH MEASUREMENT WAS MADE AND
 NN0609'A PILE OF ROCKS PLACED OVER THE MARK.
 NN0609'
 NN0609'TO REACH FROM VERDEL GO WEST ON STATE HIGHWAY 12 ABOUT 1/2 MILE,
 NN0609'SOUTH ABOUT 2 MILES ON SLIGHTLY WINDING ROAD TO SECTION-LINE
 NN0609'TRAIL LEADING WEST, WEST ABOUT 1/4 MILE AND SOUTH ABOUT 1/4
 NN0609'MILE TO TOP OF HIGH BUTTE.
 NN0609
 NN0609                          STATION RECOVERY (1935)
 NN0609
 NN0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 NN0609'ABOUT 2 MILES SOUTH AND 1 MILE WEST OF VERDEL.  IN NORTHEAST
 NN0609'QUARTER SEC. 2, T. 32 N., R. 8 W.  STATION MARK
 NN0609'AND REFERENCES STAMPED WITH NAME AND DATE.
 NN0609'
 NN0609'STATION RECOVERED, AS DESCRIBED IN GOOD CONDITION.  STATION
 NN0609'REMARKED BY SETTING STANDARD STATION TABLET IN DRILL IN FLAT ROCK
 NN0609'(BLOCK OF LOCAL SANDSTONE ABOUT 18 INCHES SQUARE) BURIED ABOUT
 NN0609'2 FEET BELOW GROUND SURFACE.  REFERENCE MARKS ARE STANDARD
 NN0609'REFERENCE MARK TABLETS SET IN ROCKS.  (THIS STATION IS ALSO
 NN0609'A MISSOURI RIVER COMMISSION STATION.) IT IS LOCATED ON A HIGH
 NN0609'PROMINENT SHARP-TOPPED SANDSTONE-CAPPED BUTTE AND 13 FEET
 NN0609'SOUTH-SOUTHEAST OF THE SOUTH FACE OF THE HIGHEST MASS OF ROCK
 NN0609'ON THE BUTTE.
 NN0609'
 NN0609'TO REACH FROM VERDEL (WHICH IS REACHED FROM JUNCTION OF U.S.
 NN0609'HIGHWAY 281 AND STATE HIGHWAY 12 BY GOING EAST ON HIGHWAY 12,
 NN0609'OR FROM NIOBRARA BY GOING WEST ON HIGHWAY 12), GO WEST FROM VERDEL
 NN0609'FOR ABOUT 1/2 MILE, TURN SOUTH ON DIRT ROAD AND SLIGHTLY WINDING
 NN0609'FOR 2 MILES TO SECTION-LINE ROAD, JUST NORTH OF BUTTE.  GO WEST
 NN0609'ABOUT 1/4 MILE TO TOP OF RIDGE, STATION ABOUT 1/4 MILE SOUTH
 NN0609'IN FIELD.  THE LAND IS UNDER LEASE TO MR. T.B. STEINBACH, WHO
 NN0609'LIVES 1 MILE SOUTH OF STATION.
 NN0609'
 NN0609'DISTANCES FROM STATION--TO REFERENCE MARK NO. 1 (1935), 15.305
 NN0609'METERS (50.21 FEET), MAGNETIC AZIMUTH 305 DEG 00 MIN.  REFERENCE
 NN0609'NO. 2 (1935), 4.595 METERS (15.12 FEET), MAGNETIC AZIMUTH
 NN0609'50 DEG 00 MIN.  WITNESS MARK, CROSS ON SOUTHEAST FACE UNDER
 NN0609'HEART, 3.88 METERS, (12.74 FEET), MAGNETIC AZIMUTH 81 DEG 00 MIN.
 NN0609'WITNESS--U + SR CUT IN SOUTHWEST FACE OF HIGHEST ROCK ON HILL,
 NN0609'4.53 METERS (14.89 FEET), MAGNETIC AZIMUTH 132 DEG 00 MIN.
 NN0609'
 NN0609'NOTE--NO SURFACE MARK SET AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0608 ***********************************************************************
 NN0608  DESIGNATION -  PONCA 2
 NN0608  PID         -  NN0608
 NN0608  STATE/COUNTY-  NE/KNOX
 NN0608  USGS QUAD   -  VERDEL (1950)
 NN0608
 NN0608                         *CURRENT SURVEY CONTROL
 NN0608  ___________________________________________________________________
 NN0608* NAD 83(1995)-  42 46 50.02027(N)    098 12 28.95416(W)     ADJUSTED  
 NN0608* NAVD 88     -       511.     (meters)    1677.     (feet)  SCALED    
 NN0608  ___________________________________________________________________
 NN0608  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 NN0608  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 NN0608
 NN0608  HORZ ORDER  -  FIRST
 NN0608
 NN0608.The horizontal coordinates were established by classical geodetic methods
 NN0608.and adjusted by the National Geodetic Survey in August 1997..
 NN0608
 NN0608.The orthometric height was scaled from a topographic map.
 NN0608
 NN0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0608
 NN0608.The geoid height was determined by GEOID03.
 NN0608
 NN0608;                    North         East     Units Scale Factor Converg.
 NN0608;SPC NE       -   328,764.235   646,612.656   MT  0.99990677   +1 11 15.1
 NN0608;SPC SD S     -    51,908.887   773,896.937   MT  1.00001291   +1 27 58.1
 NN0608;SPC SD S     -   170,304.41  2,539,026.87   sFT  1.00001291   +1 27 58.1
 NN0608;UTM  14      - 4,736,751.047   564,780.525   MT  0.99965163   +0 32 16.5
 NN0608
 NN0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0608!SPC NE       -   0.99992389  x   0.99990677  =   0.99983067
 NN0608!SPC SD S     -   0.99992389  x   1.00001291  =   0.99993680
 NN0608!UTM  14      -   0.99992389  x   0.99965163  =   0.99957555
 NN0608
 NN0608|---------------------------------------------------------------------|
 NN0608| PID    Reference Object                     Distance      Geod. Az  |
 NN0608|                                                           dddmmss.s |
 NN0608| CO3505 PONCA 2 RM 1                          5.460 METERS 00807     |
 NN0608| CO3504 PONCA 2 AZ MK                                      1531054.1 |
 NN0608| CO3506 PONCA 2 RM 2                         11.280 METERS 22450     |
 NN0608|---------------------------------------------------------------------|
 NN0608
 NN0608                          SUPERSEDED SURVEY CONTROL
 NN0608
 NN0608  NAD 83(1986)-  42 46 50.03056(N)    098 12 28.95489(W) AD(       ) 1
 NN0608  NAD 27      -  42 46 50.03100(N)    098 12 27.67700(W) AD(       ) 1
 NN0608
 NN0608.Superseded values are not recommended for survey control.
 NN0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0608.See file dsdata.txt to determine how the superseded data were derived.
 NN0608
 NN0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN6478136751(NAD 83)
 NN0608_MARKER: DS = TRIANGULATION STATION DISK
 NN0608_SETTING: 66 = SET IN ROCK OUTCROP
 NN0608
 NN0608  HISTORY     - Date     Condition        Report By
 NN0608  HISTORY     - 1940     MONUMENTED       CGS
 NN0608  HISTORY     - 1948     GOOD             CGS
 NN0608
 NN0608                          STATION DESCRIPTION
 NN0608
 NN0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0608'STATION IS ON SUMMIT OF A ROCKY, PROMINENT HILL, 2-1/2 MILES
 NN0608'SOUTH AND 3/4 MILE WEST OF VERDEL, IN THE NW 1/4 OF SEC. 1, T 32 N,
 NN0608'R 8 W.  THIS IS THE LOCATION OF OLD MRC, USE, STATION WHICH
 NN0608'HAS PROBABLY BEEN LOST DUE TO QUARRYING OPERATIONS ON HILL.
 NN0608'REFERENCE MARKS SET BY ERM IN 1935 ARE ALSO GONE.
 NN0608'
 NN0608'STATION IS ON THE SOUTH END OF THE HILL, ABOUT 15 FEET EAST OF A
 NN0608'DIRT MOUND, WHICH IS HIGHEST POINT ON HILL, AND 7 FEET HIGHER
 NN0608'THAN STATION, 7 FEET ENE OF A STANDARD REFERENCE POST.  MARK
 NN0608'IS SET FLUSH IN BED-ROCK AND IS STAMPED PONCA 2, 1940.
 NN0608'
 NN0608'TO REACH STATION FROM VERDEL, GO WEST ON STATE RT. 12 FOR 0.1
 NN0608'MILE TO Y, TURN LEFT AND FOLLOW MAIN TRAVELED ROAD SOUTHERLY FOR
 NN0608'2.0 MILES TO A DIM ROAD RIGHT LEADING WEST TO HILL. TURN RIGHT
 NN0608'OR WEST AND FOLLOW DIM ROAD 0.3 MILE TO END OF TRUCK ROAD, AND
 NN0608'STATION IS ABOUT 100 FEET TO LEFT, (SW).
 NN0608'
 NN0608'*(AZIMUTH MARK IS 0.75 MILE SOUTH OF THIS POINT ON WEST SIDE
 NN0608'OF GRAVEL ROAD.)
 NN0608'
 NN0608'R.M. 1 IS NORTH BY EAST OF STATION, SET IN BEDROCK.  MARK IS
 NN0608'ABOUT 1 FT. BELOW LEVEL OF STATION AND IS STAMPED PONCA 2, 1940
 NN0608'NO. 1.
 NN0608'
 NN0608'R.M. 2 IS SW OF STATION, ABOUT 5 FEET BELOW LEVEL OF STATION.
 NN0608'MARK PROJECTS 5 INCHES AND IS STAMPED PONCA 2, 1940, NO. 2.
 NN0608'
 NN0608'AZIMUTH MARK IS SE BY S OF STATION ON THE WEST SIDE OF GRAVEL
 NN0608'ROAD, 0.1 MILE NORTH OF A ROAD FORK, 26.0 FT. WEST OF CENTERLINE
 NN0608'OF ROAD, 4 FT. NORTH OF REFERENCE POST AND 1 FT. EAST OF WIRE
 NN0608'FENCE.  MARK PROJECTS 5 INCHES.  DISK IS STAMPED PONCA 2, 1940.
 NN0608
 NN0608                          STATION RECOVERY (1948)
 NN0608
 NN0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NN0608'THE STATION WAS RECOVERED AS DESCRIBED BY K.B.J. IN 1940 AND
 NN0608'ALL MARKS WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 NN0608'APPEARS TO HAVE BEEN MOVED SLIGHTLY.  A DIFFERENCE IN THE DISTANCE
 NN0608'TO THIS MARK WAS FOUND.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 NN0608'
 NN0608'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF VERDEL,
 NN0608'ON A HIGH, PROMINENT HILL.  THE ENTIRE HILL HAS BEEN QUARRIED.
 NN0608'THE STATION IS NEAR THE CENTER OF THE HILL AND ABOUT 15 FEET
 NN0608'EAST OF THE HIGHEST POINT.  STAMPED PONCA 2 1940 AND IS SET
 NN0608'FLUSH.
 NN0608'
 NN0608'REFERENCE MARK NO. 1 IS 17.92 FEET NORTH-NORTHEAST OF THE
 NN0608'STATION AND ABOUT 1 FOOT LOWER.  THE DISK IS STAMPED PONCA
 NN0608'2 NO 1 1940 AND IS SET FLUSH.
 NN0608'
 NN0608'REFERENCE MARK NO. 2 IS 37.01 FEET SOUTHWEST OF AND ABOUT 5 FEET
 NN0608'LOWER THAN THE STATION.  THE DISK IS STAMPED PONCA 2 NO 2 1940
 NN0608'AND IS SET FLUSH.
 NN0608'
 NN0608'THE AZIMUTH MARK IS ABOUT 0.8 MILE SOUTHEAST OF THE STATION, 0.1
 NN0608'MILE NORTH OF A SIDE ROAD (EAST), 26 FEET WEST OF THE CENTERLINE
 NN0608'OF A NORTH-SOUTH ROAD, 4 FEET NORTH OF A FENCE POST, AND 1 FOOT
 NN0608'EAST OF A FENCE LINE.  THE DISK IS STAMPED PONCA 2 1940 AND
 NN0608'PROJECTS 5 INCHES.
 NN0608'
 NN0608'TO REACH THE STATION FROM THE POST OFFICE IN VERDEL, GO WEST
 NN0608'ON STATE HIGHWAY 12 FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN
 NN0608'LEFT AND FOLLOW A DIRT ROAD SOUTHERLY FOR 2.4 MILES TO A DIM
 NN0608'TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW THE TRACK ROAD WEST
 NN0608'FOR 0.2 MILE TO A FENCE.  PASS THRU THE FENCE AND CONTINUE
 NN0608'SOUTHWEST FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 NN0608'PACK SOUTHWEST TO THE TOP OF THE HILL AND THE STATION.
 NN0608'
 NN0608'*FROM HERE CONTINUE SOUTH ON THE DIRT ROAD FOR 0.8 MILE TO THE
 NN0608'AZIMUTH MARK.
 NN0608'
 NN0608'OBSERVATIONS MADE FROM A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0370 ***********************************************************************
 LJ0370  DESIGNATION -  POND
 LJ0370  PID         -  LJ0370
 LJ0370  STATE/COUNTY-  NE/DAWSON
 LJ0370  USGS QUAD   -  GOTHENBURG SE (1970)
 LJ0370
 LJ0370                         *CURRENT SURVEY CONTROL
 LJ0370  ___________________________________________________________________
 LJ0370* NAD 83(1995)-  40 46 37.53428(N)    100 01 50.98529(W)     ADJUSTED  
 LJ0370* NAVD 88     -       824.     (meters)    2703.     (feet)  SCALED    
 LJ0370  ___________________________________________________________________
 LJ0370  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LJ0370  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 LJ0370
 LJ0370  HORZ ORDER  -  THIRD
 LJ0370
 LJ0370.The horizontal coordinates were established by classical geodetic methods
 LJ0370.and adjusted by the National Geodetic Survey in August 1997..
 LJ0370
 LJ0370.The orthometric height was scaled from a topographic map.
 LJ0370
 LJ0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0370
 LJ0370.The geoid height was determined by GEOID03.
 LJ0370
 LJ0370;                    North         East     Units Scale Factor Converg.
 LJ0370;SPC NE       -   104,784.160   497,398.136   MT  0.99973886   -0 01 13.5
 LJ0370;UTM  14      - 4,514,523.830   413,013.570   MT  0.99969313   -0 40 23.9
 LJ0370
 LJ0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0370!SPC NE       -   0.99987441  x   0.99973886  =   0.99961330
 LJ0370!UTM  14      -   0.99987441  x   0.99969313  =   0.99956757
 LJ0370
 LJ0370|---------------------------------------------------------------------|
 LJ0370| PID    Reference Object                     Distance      Geod. Az  |
 LJ0370|                                                           dddmmss.s |
 LJ0370| CN9503 POND RM 1                            11.439 METERS 00917     |
 LJ0370| LH1084 COZAD MUNICIPAL TANK                APPROX. 9.7 KM 0215617.2 |
 LJ0370| CN9502 POND AZ MK                                         0475121.4 |
 LJ0370| CN9504 POND RM 2                            11.413 METERS 14912     |
 LJ0370|---------------------------------------------------------------------|
 LJ0370
 LJ0370                          SUPERSEDED SURVEY CONTROL
 LJ0370
 LJ0370  NAD 83(1986)-  40 46 37.54086(N)    100 01 50.99012(W) AD(       ) 3
 LJ0370  NAD 27      -  40 46 37.51432(N)    100 01 49.54709(W) AD(       ) 3
 LJ0370
 LJ0370.Superseded values are not recommended for survey control.
 LJ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0370.See file dsdata.txt to determine how the superseded data were derived.
 LJ0370
 LJ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1301414524(NAD 83)
 LJ0370_MARKER: DS = TRIANGULATION STATION DISK
 LJ0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0370
 LJ0370  HISTORY     - Date     Condition        Report By
 LJ0370  HISTORY     - 1951     MONUMENTED       CGS
 LJ0370
 LJ0370                          STATION DESCRIPTION
 LJ0370
 LJ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0370'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF COZAD,
 LJ0370'44 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD,
 LJ0370'6 FEET NORTHEAST OF A TELEPHONE POLE AND 5 FEET NORTHEAST OF
 LJ0370'A WITNESS POST.  IT IS STAMPED POND 1951 AND PROJECTS 3 INCHES.
 LJ0370'
 LJ0370'REFERENCE MARK NO. 1 IS 40 FEET EAST OF THE CENTER OF A
 LJ0370'NORTH-SOUTH GRAVELED ROAD AND 11 FEET WEST OF A NORTH-SOUTH
 LJ0370'FENCE LINE.  IT IS STAMPED POND NO 1 1951 AND PROJECTS 2 INCHES.
 LJ0370'
 LJ0370'REFERENCE MARK NO. 2 IS IN A PASTURE AND 39 FEET SOUTHEAST OF
 LJ0370'A TELEPHONE POLE.  IT IS STAMPED POND NO 2 1951 AND PROJECTS
 LJ0370'2 INCHES.
 LJ0370'
 LJ0370'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0370'NO. 2 IS 70.3 FEET.
 LJ0370'
 LJ0370'THE AZIMUTH MARK IS LOCATED 31 FEET WEST OF THE CENTER OF A
 LJ0370'NORTH-SOUTH GRAVELED ROAD, 2 FEET SOUTH OF THE SOUTH END OF
 LJ0370'A WIRE GATE, 1.5 FEET NORTH OF A WITNESS POST AND JUST WEST
 LJ0370'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED POND 1951 AND
 LJ0370'PROJECTS 3 INCHES.
 LJ0370'
 LJ0370'TO REACH THE STATION FROM THE POST OFFICE IN COZAD, GO SOUTH
 LJ0370'FOR 0.1 MILE TO U.S. HIGHWAY 30.  CROSS U.S. HIGHWAY 30 AND
 LJ0370'CONTINUE SOUTH ON A GRAVELED ROAD FOR 2.1 MILES TO A FORK,
 LJ0370'TAKE THE RIGHT FORK AND GO WEST ON A GRAVELED ROAD FOR 0.1 MILE
 LJ0370'TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH ON A GRAVELED ROAD
 LJ0370'FOR 2.8 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO WEST FOR
 LJ0370'1.0 MILE TO A CROSSROAD (TURN RIGHT AND GO NORTH ON A GRAVELED
 LJ0370'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LJ0370'DESCRIBED).  CONTINUE WEST FOR 1.0 MILE TO A T ROAD
 LJ0370'INTERSECTION, TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 LJ0370'0.5 MILE TO A BRIDGE ACROSS THE CANAL.  CROSS THE BRIDGE AND
 LJ0370'CONTINUE SOUTH UP HILL FOR 0.25 MILE TO THE STATION ON THE
 LJ0370'LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0666 ***********************************************************************
 NN0666  DESIGNATION -  PORT
 NN0666  PID         -  NN0666
 NN0666  STATE/COUNTY-  NE/HOLT
 NN0666  USGS QUAD   -  O'NEILL (1986)
 NN0666
 NN0666                         *CURRENT SURVEY CONTROL
 NN0666  ___________________________________________________________________
 NN0666* NAD 83(1995)-  42 27 56.96024(N)    098 41 12.50616(W)     ADJUSTED  
 NN0666* NAVD 88     -       619.     (meters)    2031.     (feet)  SCALED    
 NN0666  ___________________________________________________________________
 NN0666  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 NN0666  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 NN0666
 NN0666  HORZ ORDER  -  SECOND
 NN0666
 NN0666.This mark is at O'neill Mun-John Baker Fld Airport (ONL)
 NN0666
 NN0666.The horizontal coordinates were established by classical geodetic methods
 NN0666.and adjusted by the National Geodetic Survey in August 1997..
 NN0666
 NN0666.The orthometric height was scaled from a topographic map.
 NN0666
 NN0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0666
 NN0666.The geoid height was determined by GEOID03.
 NN0666
 NN0666;                    North         East     Units Scale Factor Converg.
 NN0666;SPC NE       -   293,107.177   607,976.063   MT  0.99979910   +0 52 12.9
 NN0666;UTM  14      - 4,701,545.559   525,747.857   MT  0.99960816   +0 12 41.2
 NN0666
 NN0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0666!SPC NE       -   0.99990671  x   0.99979910  =   0.99970583
 NN0666!UTM  14      -   0.99990671  x   0.99960816  =   0.99951491
 NN0666
 NN0666:                Primary Azimuth Mark                     Grid Az
 NN0666:SPC NE       -  PORT AZ MK                               011 10 14.1
 NN0666:UTM  14      -  PORT AZ MK                               011 49 45.8
 NN0666
 NN0666|---------------------------------------------------------------------|
 NN0666| PID    Reference Object                     Distance      Geod. Az  |
 NN0666|                                                           dddmmss.s |
 NN0666| CO3512 PORT AZ MK                                         0120227.0 |
 NN0666| NN0672 O NEILL ST PATRICKS CATH CH         APPROX. 3.2 KM 1010114.8 |
 NN0666| NN0665 O NEILL ST MARYS CATH CONVENT       APPROX. 3.2 KM 1010709.2 |
 NN0666| CO3513 PORT RM 1                            21.047 METERS 22659     |
 NN0666| CO3514 PORT RM 2                            16.048 METERS 31407     |
 NN0666|---------------------------------------------------------------------|
 NN0666
 NN0666                          SUPERSEDED SURVEY CONTROL
 NN0666
 NN0666  NAD 83(1986)-  42 27 56.96613(N)    098 41 12.51256(W) AD(       ) 2
 NN0666  NAD 27      -  42 27 56.95400(N)    098 41 11.19800(W) AD(       ) 2
 NN0666
 NN0666.Superseded values are not recommended for survey control.
 NN0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0666.See file dsdata.txt to determine how the superseded data were derived.
 NN0666
 NN0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN2574801546(NAD 83)
 NN0666_MARKER: DS = TRIANGULATION STATION DISK
 NN0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0666
 NN0666  HISTORY     - Date     Condition        Report By
 NN0666  HISTORY     - 1949     MONUMENTED       CGS
 NN0666  HISTORY     - 1957     GOOD             USGS
 NN0666  HISTORY     - 1958     GOOD             CGS
 NN0666
 NN0666                          STATION DESCRIPTION
 NN0666
 NN0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0666'THE STATION IS LOCATED ON THE O NEILL, MUNICIPAL AIRPORT,
 NN0666'ABOUT 2.0 MILES WEST AND 0.5 OF A MILE NORTH OF THE CENTER OF
 NN0666'O NEILL.  IT IS 333.0 FEET NORTH OF THE CENTER OF A GRAVELED
 NN0666'ROAD, 155.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 NN0666'A HANGAR, 125.0 FEET NORTH-NORTHEAST OF THE CENTER OF A GATE,
 NN0666'AND 67.0 FEET EAST-SOUTHEAST OF A FENCE CORNER.  IT IS SET
 NN0666'FLUSH WITH THE TOP OF THE GROUND AND IS STAMPED PORT 1949.
 NN0666'
 NN0666'REFERENCE MARK NO. 1 IS 66.5 FEET NORTH OF THE CENTER OF A
 NN0666'GATE, 12.2 FEET NORTH OF A POWER LINE POLE AND 0.5 OF A FOOT EAST
 NN0666'OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED PORT NO 1
 NN0666'1949.
 NN0666'
 NN0666'REFERENCE MARK NO. 2 IS 26.0 FEET SOUTHEAST OF THE SOUTHEAST
 NN0666'CORNER OF AIRPORT OFFICE BUILDING, 15.0 FEET EAST-SOUTHEAST
 NN0666'OF A FENCE CORNER AND 0.8 OF A FOOT SOUTH OF A FENCE.  IT PROJECTS
 NN0666'2 INCHES AND IS STAMPED PORT NO 2 1949.
 NN0666'
 NN0666'THE AZIMUTH MARK IS AT THE NORTH EDGE OF THE AIRPORT, 6.0 FEET
 NN0666'SOUTH OF THE SOUTH EDGE OF A GROVE OF TREES AND 2.0 FEET SOUTH
 NN0666'OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED PORT
 NN0666'1949.
 NN0666'
 NN0666'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO.
 NN0666'20, 275 AND 281 AT THE STOP LIGHT IN THE CENTER OF O NEILL,
 NN0666'GO WEST ON U.S. HIGHWAYS NO. 20 AND 281 FOR 1.05 MILES TO A
 NN0666'CROSSROAD AT THE NORTHWEST CORNER OF A CEMETERY, TURN LEFT AND
 NN0666'GO WEST FOR 1.5 MILES TO A WHITE HOUSE ON THE RIGHT AND THE
 NN0666'ENTRANCE TO THE AIRPORT, TURN RIGHT FOR ABOUT 100 YARDS AND THE
 NN0666'STATION AS DESCRIBED.
 NN0666'
 NN0666'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ACROSS
 NN0666'AIRFIELD FOR 0.45 OF A MILE TO THE NORTH EDGE OF THE AIRFIELD
 NN0666'AND THE AZIMUTH MARK AS DESCRIBED.
 NN0666'
 NN0666'A 47 FOOT SIGNAL AT STATION SCHAFFER IS VISIBLE AT 37 FEET.
 NN0666'
 NN0666'AN 87 FOOT SIGNAL AT STATION EMMET IS VISIBLE AT 37 FEET.
 NN0666'
 NN0666'AN 87 FOOT SIGNAL AT STATION ONEILL IS VISIBLE AT 4 FEET.
 NN0666'
 NN0666'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0666
 NN0666                          STATION RECOVERY (1957)
 NN0666
 NN0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 NN0666'REFERENCE MARK 2 WAS FOUND DESTROYED.  IT WAS RESET IN THE
 NN0666'APPROXIMATELY CENTER OF THE BEACON TOWER.  THE DISTANCE FROM
 NN0666'STATION TO REFERENCE MARK 2 IS 190.68 FEET.  AND THE AZIMUTH
 NN0666'IS 50 DEGREE, 21 FEET, 54.2 INCHES.
 NN0666
 NN0666                          STATION RECOVERY (1958)
 NN0666
 NN0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 NN0666'THE STATION MARK, REFERENCE MARK 1, AND THE AZIMUTH MARK WERE
 NN0666'RECOVERED AND FOUND TO BE AS DESCRIBED.  REFERENCE MARK 2 WAS
 NN0666'FOUND TO HAVE BROKEN OUT OF ITS ORIGINAL LOCATION AND IS NOW
 NN0666'SET UNDER THE APPROXIMATE CENTER OF THE AIRPORT BEACON.  THE
 NN0666'DISTANCE TO REFERENCE MARK 1 AND THE DIRECTIONS TO THE AZIMUTH
 NN0666'MARK AND REFERENCE MARK 1 CHECKED WITH THE PREVIOUS DESCRIPTION.
 NN0666'A NEW DESCRIPTION FOLLOWS TO AID IN RECOVERY.
 NN0666'
 NN0666'THE STATION IS LOCATED AT THE O NEILL MUNICIPAL AIRPORT, ABOUT
 NN0666'2.0 MILES NORTHWEST OF O NEILL.  IT IS 330 FEET NORTH OF AN
 NN0666'EAST-WEST ROAD, 190 FEET NORTHEAST OF THE AIRPORT BEACON, 152
 NN0666'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE NORTH ONE
 NN0666'OF TWO BUILDINGS, AND 127 FEET SOUTH-SOUTHWEST OF A CINDER
 NN0666'BLOCK BUILDING NOW UNDER CONSTRUCTION.
 NN0666'
 NN0666'THE STATION MARK, A STANDARD DISK STAMPED PORT 1949, IS SET
 NN0666'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 NN0666'WITH THE GROUND.
 NN0666'
 NN0666'REFERENCE MARK 1, A STANDARD DISK STAMPED PORT NO 1 1949,
 NN0666'IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 NN0666'2 INCHES ABOVE THE GROUND.  IT IS 192 FEET SOUTHWEST OF THE
 NN0666'SOUTHWEST CORNER OF A CINDER BLOCK BUILDING NOW UNDER
 NN0666'CONSTRUCTION, 136 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NN0666'NORTH 1 OF 2 BUILDINGS, AND 122 FEET NORTHEAST OF AN AIRPORT
 NN0666'BEACON.
 NN0666'
 NN0666'REFERENCE MARK 2, A STANDARD DISK STAMPED PORT NO 2 1949, IS
 NN0666'SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 NN0666'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS SET IN THE APPROXIMATE
 NN0666'CENTER AND AT THE BASE OF THE AIRPORT BEACON.
 NN0666'
 NN0666'THE AZIMUTH MARK, A STANDARD DISK STAMPED PORT 1949, IS SET
 NN0666'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 NN0666'THE GROUND.  IT IS 249 FEET NORTH OF THE CENTERLINE OF THE
 NN0666'VOR O NEILL ENTRANCE DRIVE, 109 FEET SOUTH OF AN EASTWEST
 NN0666'FENCE LINE, 6 FEET SOUTH OF AN OLD HEDGE ROW, AND 2.0 FEET
 NN0666'SOUTH OF A WHITE WITNESS POST.  TO REACH THE AZIMUTH MARK
 NN0666'FROM THE STATION GO NORTH ON THE NORTH RUNWAY FOR 0.45 MILE
 NN0666'TO THE MARK AS DESCRIBED.
 NN0666'
 NN0666'NOTE--A TRAVERSE CONNECTION WAS MADE TO THE VOR O NEILL RADIO
 NN0666'OLN FROM THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1274 ***********************************************************************
 MJ1274  DESIGNATION -  PORT
 MJ1274  PID         -  MJ1274
 MJ1274  STATE/COUNTY-  NE/DOUGLAS
 MJ1274  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1274
 MJ1274                         *CURRENT SURVEY CONTROL
 MJ1274  ___________________________________________________________________
 MJ1274* NAD 83(1995)-  41 18 05.78676(N)    095 54 09.60899(W)     ADJUSTED  
 MJ1274* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 MJ1274  ___________________________________________________________________
 MJ1274  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 MJ1274  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 MJ1274
 MJ1274  HORZ ORDER  -  THIRD
 MJ1274
 MJ1274.This mark is at Eppley Airfield Airport (OMA)
 MJ1274
 MJ1274.The horizontal coordinates were established by classical geodetic methods
 MJ1274.and adjusted by the National Geodetic Survey in August 1997..
 MJ1274
 MJ1274.The orthometric height was scaled from a topographic map.
 MJ1274
 MJ1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1274
 MJ1274.The geoid height was determined by GEOID03.
 MJ1274
 MJ1274;                    North         East     Units Scale Factor Converg.
 MJ1274;SPC NE       -   171,142.621   842,910.084   MT  0.99966492   +2 42 55.0
 MJ1274;SPC IA S     -   147,320.877   298,810.950   MT  0.99994991   -1 34 57.5
 MJ1274;UTM  15      - 4,576,304.020   256,983.711   MT  1.00032687   -1 55 00.3
 MJ1274
 MJ1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1274!SPC NE       -   0.99995743  x   0.99966492  =   0.99962237
 MJ1274!SPC IA S     -   0.99995743  x   0.99994991  =   0.99990735
 MJ1274!UTM  15      -   0.99995743  x   1.00032687  =   1.00028429
 MJ1274
 MJ1274:                Primary Azimuth Mark                     Grid Az
 MJ1274:SPC NE       -  OMAHA DES MOINES GRN 3 AWY BCN           084 45 04.0
 MJ1274:SPC IA S     -  OMAHA DES MOINES GRN 3 AWY BCN           089 02 56.5
 MJ1274:UTM  15      -  OMAHA DES MOINES GRN 3 AWY BCN           089 22 59.3
 MJ1274
 MJ1274|---------------------------------------------------------------------|
 MJ1274| PID    Reference Object                     Distance      Geod. Az  |
 MJ1274|                                                           dddmmss.s |
 MJ1274| MJ1247 OMAHA DES MOINES GRN 3 AWY BCN      APPROX. 3.9 KM 0872759.0 |
 MJ1274| MJ1272 OMAHA MUNICIPAL AIRPORT AIR BN      APPROX. 0.6 KM 1561100.0 |
 MJ1274| CL8183 PORT RM 1                            13.736 METERS 16035     |
 MJ1274| MK1981 RADIO STA KOAD RAD MAST             APPROX. 8.8 KM 2774522.1 |
 MJ1274| MJ1263 OMAHA RAD STA WOW RAD MAST          APPROX. 8.1 KM 2804129.7 |
 MJ1274| CL8184 PORT RM 2                            18.006 METERS 30412     |
 MJ1274|---------------------------------------------------------------------|
 MJ1274
 MJ1274                          SUPERSEDED SURVEY CONTROL
 MJ1274
 MJ1274  NAD 83(1986)-  41 18 05.79509(N)    095 54 09.60985(W) AD(       ) 3
 MJ1274  NAD 27      -  41 18 05.80200(N)    095 54 08.56300(W) AD(       ) 3
 MJ1274
 MJ1274.Superseded values are not recommended for survey control.
 MJ1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1274.See file dsdata.txt to determine how the superseded data were derived.
 MJ1274
 MJ1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5698476304(NAD 83)
 MJ1274_MARKER: DS = TRIANGULATION STATION DISK
 MJ1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1274
 MJ1274  HISTORY     - Date     Condition        Report By
 MJ1274  HISTORY     - 1947     MONUMENTED       CGS
 MJ1274  HISTORY     - 1961     MARK NOT FOUND   CGS
 MJ1274
 MJ1274                          STATION DESCRIPTION
 MJ1274
 MJ1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1274'STATION IS LOCATED ALONG THE WESTERLY SIDE OF THE OMAHA MUNICIPAL
 MJ1274'AIRPORT, 0.2 MILE NORTH-NORTHWEST OF A LONE BRICK BUILDING
 MJ1274'AT THE NORTH GATE WHICH IS ABOUT 0.25 MILE NORTH-NORTHWEST OF
 MJ1274'THE CONTROL TOWER.  IT IS 42 FEET SOUTHWEST OF THE SECOND
 MJ1274'BOUNDARY FROM THE NORTH END OF THE FIELD, 23 FEET WEST OF THE
 MJ1274'CENTERLINE OF THE DIRT ROAD AT EDGE OF FIELD, 17 FEET EAST OF
 MJ1274'THE FENCE AND 17 FEET EAST OF A WITNESS POST.  THE MARK IS FLUSH
 MJ1274'WITH THE GROUND AND THE DISK IS STAMPED PORT 1947.
 MJ1274'
 MJ1274'REFERENCE MARK NO. 1 IS 45.07 FEET SOUTH OF THE STATION AND 1
 MJ1274'FOOT EAST OF THE FENCE.  THE MARK IS FLUSH ITH THE GROUND
 MJ1274'AND THE DISK IS STAMPED PORT NO 1 1947.
 MJ1274'
 MJ1274'REFERENCE MARK NO. 2 IS 59.07 FEET NORTHWEST OF THE STATION AND
 MJ1274'2 FEET EAST OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 MJ1274'THE DISK IS STAMPED PORT NO 2 1947.
 MJ1274'
 MJ1274'STATION LEVEE WAS USED AS AZIMUTH MARK.
 MJ1274'
 MJ1274'TO REACH FROM THE CORNER OF 16TH STREET AND DOUGLAS IN OMAHA
 MJ1274'(AT POST OFFICE), GO NORTH ON 16TH ST. TO LOCUST ST., TURN
 MJ1274'RIGHT (EAST) ON LOCUST ST. FOR 1.8 MILES TO 21ST. ST. TURN
 MJ1274'LEFT (NORTH) FOR 1.0 MILE TO GATE IN WIRE FENCE AROUND AIRFIELD
 MJ1274'AT LONE BRICK BUILDING, TURN RIGHT THROUGH GATE THEN LEFT ON
 MJ1274'DIRT ROAD ALONG EDGE OF FIELD FOR 0.2 MILE TO THE STATION ON
 MJ1274'THE LEFT.
 MJ1274'
 MJ1274'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 MJ1274
 MJ1274                          STATION RECOVERY (1961)
 MJ1274
 MJ1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 MJ1274'THE STATION IS PRESUMED TO BE LOST.  THE AREA IN WHICH THE
 MJ1274'STATION WAS DESCRIBED TO BE HAS BEEN BULLDOZED AND LEVELED.
 MJ1274'NO EVIDENCE OF THE STATION OR ITS REFERENCE MARKS COULD BE FOUND
 MJ1274'AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0164 ***********************************************************************
 NP0164  DESIGNATION -  PORT=ARP
 NP0164  PID         -  NP0164
 NP0164  STATE/COUNTY-  NE/BOX BUTTE
 NP0164  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0164
 NP0164                         *CURRENT SURVEY CONTROL
 NP0164  ___________________________________________________________________
 NP0164* NAD 83(1995)-  42 03 03.97009(N)    102 48 24.40124(W)     ADJUSTED  
 NP0164* NAVD 88     -      1197.503  (meters)    3928.81   (feet)  POSTED    
 NP0164  ___________________________________________________________________
 NP0164  X           -  -1,051,589.764 (meters)                     COMP
 NP0164  Y           -  -4,626,056.434 (meters)                     COMP
 NP0164  Z           -   4,250,609.751 (meters)                     COMP
 NP0164  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 NP0164  ELLIP HEIGHT-        1178.55  (meters)          (12/19/01) GPS OBS
 NP0164  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 NP0164  DYNAMIC HT  -        1196.800 (meters)    3926.50  (feet)  COMP
 NP0164  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 NP0164
 NP0164  HORZ ORDER  -  THIRD
 NP0164  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 NP0164  ELLP ORDER  -  FOURTH    CLASS II
 NP0164
 NP0164.This mark is at Alliance Municipal Airport (AIA)
 NP0164
 NP0164.The horizontal coordinates were established by GPS observations
 NP0164.and adjusted by the National Geodetic Survey in September 1998..
 NP0164
 NP0164.The orthometric height was determined by differential leveling
 NP0164.and adjusted by the National Geodetic Survey in 1992..
 NP0164.No vertical observational check was made to the station.
 NP0164.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 NP0164.was located on a no-check spur therefore a value was not computed.
 NP0164.WARNING-GPS observations at this control monument resulted in a GPS
 NP0164.derived orthometric height which differed from the leveled height by
 NP0164.more than one decimeter (0.1 meter).
 NP0164
 NP0164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NP0164
 NP0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0164
 NP0164.The ellipsoidal height was determined by GPS observations
 NP0164.and is referenced to NAD 83.
 NP0164
 NP0164.The geoid height was determined by GEOID03.
 NP0164
 NP0164.The dynamic height is computed by dividing the NAVD 88
 NP0164.geopotential number by the normal gravity value computed on the
 NP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0164.degrees latitude (g = 980.6199 gals.).
 NP0164
 NP0164.The modeled gravity was interpolated from observed gravity values.
 NP0164
 NP0164;                    North         East     Units Scale Factor Converg.
 NP0164;SPC NE       -   250,002.633   267,752.067   MT  0.99970382   -1 51 36.2
 NP0164;UTM  13      - 4,657,777.431   681,496.654   MT  1.00000535   +1 28 09.9
 NP0164
 NP0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0164!SPC NE       -   0.99981519  x   0.99970382  =   0.99951906
 NP0164!UTM  13      -   0.99981519  x   1.00000535  =   0.99982054
 NP0164
 NP0164|---------------------------------------------------------------------|
 NP0164| PID    Reference Object                     Distance      Geod. Az  |
 NP0164|                                                           dddmmss.s |
 NP0164| CQ4667 PORT RM 1                            10.601 METERS 04303     |
 NP0164| CQ4669 PORT RM 3                            10.845 METERS 12805     |
 NP0164| CQ4668 PORT RM 2                            13.984 METERS 12838     |
 NP0164| CQ4670 PORT RM 4                            45.565 METERS 29255     |
 NP0164| NP0650 ALLIANCE MUNICIPAL TANK             APPROX. 8.5 KM 3163924.4 |
 NP0164| CQ4666 PORT AZ MK                                         3164645.8 |
 NP0164| NP0162 B 339                                              3405123.3 |
 NP0164| AB4113 AIA A                               486.216 METERS 3580515.6 |
 NP0164|---------------------------------------------------------------------|
 NP0164
 NP0164                          SUPERSEDED SURVEY CONTROL
 NP0164
 NP0164  ELLIP H (09/17/98) 1178.60   (m)                       GP(       ) 4 2
 NP0164  NAD 83(1995)-  42 03 03.96996(N)    102 48 24.40228(W) AD(       ) 3
 NP0164  ELLIP H (08/18/97) 1178.62   (m)                       GP(       ) 4 1
 NP0164  NAD 83(1995)-  42 03 03.96995(N)    102 48 24.40231(W) AD(       ) 3
 NP0164  ELLIP H (01/07/93) 1178.60   (m)                       GP(       ) 4 2
 NP0164  NAD 83(1986)-  42 03 03.96640(N)    102 48 24.40050(W) AD(       ) 3
 NP0164  NAD 27      -  42 03 04.07400(N)    102 48 22.67400(W) AD(       ) 3
 NP0164  NGVD 29 (??/??/92) 1196.953  (m)         3927.00   (f) ADJ UNCH    2 0
 NP0164
 NP0164.Superseded values are not recommended for survey control.
 NP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0164.See file dsdata.txt to determine how the superseded data were derived.
 NP0164
 NP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG8149757777(NAD 83)
 NP0164_MARKER: DS = TRIANGULATION STATION DISK
 NP0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0164_SP_SET: CONCRETE BLOCK
 NP0164_STAMPING: PORT = ARP 1946 1967 1971
 NP0164_MARK LOGO: NGS   
 NP0164_PROJECTION: FLUSH
 NP0164_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0164+STABILITY: SURFACE MOTION
 NP0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0164+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1997
 NP0164
 NP0164  HISTORY     - Date     Condition        Report By
 NP0164  HISTORY     - 1946     MONUMENTED       CGS
 NP0164  HISTORY     - 1949     GOOD             CGS
 NP0164  HISTORY     - 1963     GOOD             CGS
 NP0164  HISTORY     - 1967     GOOD             LOCSUR
 NP0164  HISTORY     - 1967     GOOD             NGS
 NP0164  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NP0164  HISTORY     - 1971     GOOD             NGS
 NP0164  HISTORY     - 1974     GOOD             NGS
 NP0164  HISTORY     - 1977     GOOD             NGS
 NP0164  HISTORY     - 19800615 GOOD             NGS
 NP0164  HISTORY     - 19890630 GOOD             NGS
 NP0164  HISTORY     - 19970721 GOOD             NGS
 NP0164
 NP0164                          STATION DESCRIPTION
 NP0164
 NP0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0164'STATION IS LOCATED ON THE GROUNDS OF THE ALLIANCE ARMY AIR
 NP0164'BASE WHICH IS ABOUT 5.0 MILES SOUTHEAST OF ALLIANCE, NEBRASKA.
 NP0164'THE MARK STAMPED PORT 1946, IS NEAR THE CENTER OF THE AIRFIELD
 NP0164'AT THE INTERSECTION OF ALL CONCRETE RUNWAYS AND IS A STANDARD
 NP0164'DISK SET IN THE TOP OF A 12 X 12-INCH CONCRETE POST THAT IS
 NP0164'4 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE MAIN RUNWAY AND
 NP0164'35 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE TAXI
 NP0164'STRIP.
 NP0164'
 NP0164'REFERENCE MARK NO. 1, STAMPED PORT NO 1 1946 IS A STANDARD DISK
 NP0164'SET FLUSH IN THE CONCRETE RUNWAY 30 FEET NORTHEAST OF THE
 NP0164'SOUTHWEST EDGE OF THE MAIN RUNWAY.
 NP0164'
 NP0164'REFERENCE MARK NO. 2, STAMPED PORT NO 2 1946 IS A STANDARD
 NP0164'DISK SET FLUSH IN THE CONCRETE RUNWAY 1 FOOT NORTHEAST OF THE
 NP0164'SOUTHWEST EDGE OF THE MAIN CONCRETE RUNWAY.
 NP0164'
 NP0164'THE AZIMUTH MARK, STAMPED PORT 1946 IS A STANDARD DISK SET
 NP0164'FLUSH IN THE CONCRETE RUNWAY, 2 FEET SOUTHWEST OF THE NORTHEAST
 NP0164'EDGE OF THE MAIN CONCRETE RUNWAY AND 100 FEET SOUTHEAST OF THE
 NP0164'INTERSECTION OF THE NORTHEAST EDGE OF THE MAIN CONCRETE
 NP0164'RUNWAY AND THE SOUTH EDGE OF THE CONCRETE RUNWAY PARALLELING
 NP0164'THE HANGARS OF THE AIRFIELD.
 NP0164'
 NP0164'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NP0164'NO. 2 AND 19 AT THE EAST EDGE OF THE CITY OF ALLIANCE, NEBRAKA.
 NP0164'GO EASTERLY ON ST. HIGHWAY NO. 2 FOR 2.2 MILES TO A T ROAD
 NP0164'LEADING SOUTH.  TURN SOUTH, RIGHT, AND GO 1.2 MILES TO THE
 NP0164'ENTRANCE TO ALLIANCE, ARMY AIR BASE.  FROM THE ENTRANCE TO
 NP0164'THE BASE, FOLLOW AVENUE C SOUTH AND EAST OF 1.0 MILES TO 5TH
 NP0164'STREET TURN RIGHT, SOUTH, ON 5TH STREET AND GO 0.25 MILE TO HANGAR
 NP0164'NO. 3.  CONTINUE SOUTH ON TAXI STRIP FOR 0.75 MILE TO
 NP0164'INTERSECTION OF ALL RUNWAYS AND STATION IN GRASSY AREA
 NP0164'BETWEEN NORTH-SOUTH TAXI STRIP AND SOUTHWEST EDGE OF MAIN
 NP0164'CONCRETE RUNWAY.
 NP0164'
 NP0164'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON
 NP0164'MAIN RUNWAY FOR 0.7 MILE TO THE NORTHEAST EDGE OF RUNWAY AND
 NP0164'MARK.
 NP0164
 NP0164                          STATION RECOVERY (1949)
 NP0164
 NP0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WTJ)
 NP0164'CHANGE DESCRIPTION TO READ NW-SE RUNWAY INSTED OF MAIN RUNWAY
 NP0164'
 NP0164'REFERENCE MARK 1 IS DESTROYED
 NP0164
 NP0164                          STATION RECOVERY (1963)
 NP0164
 NP0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 NP0164'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 NP0164'TO BE IN CONDITION.  THE DRILL HOLE FOR THE AZIMUTH MARK AND THE
 NP0164'SHANK OF REFERENCE MARK 1 REMAIN.  THE 1946 DESCRIPTION IS
 NP0164'ADEQUATE FOR RECOVERY.
 NP0164
 NP0164                          STATION RECOVERY (1967)
 NP0164
 NP0164'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (RHR)
 NP0164'RECOVERED BY AERO PARTY 87.
 NP0164'
 NP0164'THE TRIANGULATION STATION AND R.M. NO. 2 WERE RECOVERED AS
 NP0164'DESCRIBED, AND FOUND TO BE IN GOOD CONDITION.  THE SHANK OF
 NP0164'R.M. NO. 1 WAS ALSO RECOVERED.
 NP0164'
 NP0164'THE DRILL HOLE FOR THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 NP0164'FOUND.
 NP0164'
 NP0164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ALLIANCE
 NP0164'MUNICIPAL AIRPORT
 NP0164
 NP0164                          STATION RECOVERY (1967)
 NP0164
 NP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NP0164'AT ALLIANCE MUN AIRPORT.
 NP0164'THE STATION IS LOCATED AT THE ALLIANCE MUNICIPAL AIRPORT.  227.7
 NP0164'FT. SSE FROM THE CENTERLINE INTERSECTION OF RUNWAYS 12-30 AND
 NP0164'4-22, 78.4 FT. SW FROM THE CENTERLINE OF RUNWAY 12-30, 113.3 FT.
 NP0164'SE FROM THE FIRST RUNWAY LIGHT SLUTH OF INTERSECTION OF RUNWAY
 NP0164'12-30 AND 4-22, 81.7 FT. NW FROM SECOND RUNWAY LIGHT SOUTH
 NP0164'OF INTERSECTION OF RUNWAYS 12-30 AND 16-34, AND 1.5 FT. SE FROM A
 NP0164'4 IN X 4 IN WOODEN POST.  THE STANDARD USC AND GS TRIANGULATION
 NP0164'DISK STAMPED ARP 1967=PORT 1946, IMBEDDED IN A 10 IN X 10 IN
 NP0164'SQUARE CONCRETE BLOCK PROJECTING 8 IN ABOVE THE GROUND.
 NP0164
 NP0164                          STATION RECOVERY (1971)
 NP0164
 NP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NP0164'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 NP0164'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 NP0164'MARK WERE SEARCHED FOR BUT NOT FOUND.  THE MARKS HAVE BEEN
 NP0164'DESTROYED OR COVERED WITH ASPHALT.
 NP0164'
 NP0164'AT THE REQUEST OF THE DEPARTMENT OF AERONAUTICS OF THE STATE
 NP0164'OF NEBRASKA, THE STATION UNDERGROUND AND SURFACE MARKS WERE
 NP0164'LOWERED VERTICALLY IN PLACE, ALSO REFERENCE MARK NO. 3,
 NP0164'REFERENCE MARK NO. 4 WERE SET.  BENCH MARK B 339 1967 WAS USED
 NP0164'AS THE AZIMUTH MARK.
 NP0164'
 NP0164'FOLLOWING IS A NEW DESCRIPTION.
 NP0164'
 NP0164'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 385 AND
 NP0164'STATE HIGHWAY 2 AT THE EAST EDGE OF ALLIANCE, GO EAST ON STATE
 NP0164'HIGHWAY 2 FOR 2.3 MILES TO AIRPORT ROAD ON THE RIGHT. TURN
 NP0164'RIGHT AND GO SOUTH ON AIRPORT ROAD FOR 1.1 MILES TO BENCH MARK
 NP0164'B 339 (AZIMUTH MARK) ON THE LEFT.  CONTINUE SOUTH AND THEN
 NP0164'EAST ON AIRPORT ROAD FOR 1.25 MILES TO THE ALLIANCE MUNICIPAL
 NP0164'AIRPORT TERMINAL BUILDING.  GO SOUTH ON A TAXI STRIP FOR
 NP0164'0.75 MILE TO THE INTERSECTION OF RUNWAYS AND THE STATION ON
 NP0164'THE LEFT NEAR THE SOUTHWEST SIDE OF THE NORTHWEST-SOUTHEAST
 NP0164'RUNWAY.
 NP0164'
 NP0164'STATION MARK, A STANDARD DISK STAMPED PORT 1946 1971 AP 1967,
 NP0164'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 NP0164'THE SURFACE OF THE GROUND.  IT IS 113.5 FEET SOUTHEAST OF A
 NP0164'RUNWAY LIGHT AT THE SOUTHEAST SIDE OF THE INTERSECTION OF RUNWAYS,
 NP0164'81.5 FEET NORTHWEST OF A RUNWAY LIGHT, AND 4 FEET SOUTHWEST
 NP0164'OF THE SOUTHWEST EDGE OF THE RUNWAY.  THE UNDERGROUND DISK,
 NP0164'STAMPED PORT 1946 1971, IS SET IN THE TOP OF AN IRREGULAR
 NP0164'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 NP0164'
 NP0164'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PORT 1946 NO. 3
 NP0164'1971, IS CEMENTED IN A DRILL HOLE IN THE TOP OF AN ASPHALT
 NP0164'AND CONCRETE BASE AT THE SOUTHWEST SIDE OF THE RUNWAY.  IT
 NP0164'IS 0.5 FEET NORTH OF THE SOUTHWEST EDGE OF THE RUNWAY.
 NP0164'
 NP0164'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PORT 1946 NO. 4
 NP0164'1971, IS CEMENTED IN A DRILL HOLE IN A CONCRETE RUNWAY.  IT
 NP0164'IS 0.5 FEET WEST OF THE EAST EDGE OF CONCRETE TAXI STRIP.
 NP0164'
 NP0164'BENCH MARK B 339 (AZIMUTH MARK), A STANDARD DISK STAMPED B
 NP0164'339 1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH
 NP0164'WITH THE SURFACE OF THE GROUND.  IT IS 131.5 FEET NORTH OF THE
 NP0164'CENTER OF AN EAST-WEST ROAD, 58.5 FEET EAST OF THE CENTER OF
 NP0164'AIRPORT ROAD, 28.5 FEET NORTH OF A POWERLINE POLE, AND 2.5
 NP0164'FEET SOUTH OF A METAL WITNESS POST.
 NP0164'
 NP0164'NOTE--THE STATION MARK WAS LOWERED -0.176 METERS.
 NP0164'
 NP0164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 NP0164'SOUTHEAST OF ALLIANCE.
 NP0164
 NP0164                          STATION RECOVERY (1971)
 NP0164
 NP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NP0164'RECOVERED IN GOOD CONDITION.
 NP0164
 NP0164                          STATION RECOVERY (1974)
 NP0164
 NP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 NP0164'STATION AND R.M.S 3 AND 4 RECOVERED IN GOOD CONDITION, NO
 NP0164'DESCRIPTION FURNISHED.
 NP0164'
 NP0164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SE
 NP0164'OF ALLIANCE
 NP0164
 NP0164                          STATION RECOVERY (1977)
 NP0164
 NP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NP0164'RECOVERED IN GOOD CONDITION.
 NP0164
 NP0164                          STATION RECOVERY (1980)
 NP0164
 NP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NP0164'THE STATION IS LOCATED 227.7 FT (69.4 M) SOUTH-SOUTHEAST OF THE
 NP0164'MIDFIELD INTERSECTION, 113.3 FT (34.5 M) SOUTHEAST OF THE FIRST RUNWAY
 NP0164'LIGHT SOUTH OF THE INTERSECTION, 81.7 FT (24.9 M) NORTHWEST OF THE
 NP0164'SECOND RUNWAY LIGHT SOUTH OF THE INTERSECTION, 78.4 FT (23.9 M)
 NP0164'SOUTHWEST OF THE CENTERLINE OF RUNWAY 12/30, AND 1.5 FT (0.5 M)
 NP0164'NORTHWEST OF A 4 INCH SQUARE WOODEN POST.  THE STATION IS MARKED WITH
 NP0164'A STANDARD CGS TRIANGULATION STATION DISK, STAMPED PORT 1946 1971 ARP
 NP0164'1967, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 NP0164'ABOUT 8 INCHES ABOVE GROUND.
 NP0164
 NP0164                          STATION RECOVERY (1989)
 NP0164
 NP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NP0164'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTHEAST OF ALLIANCE, IN
 NP0164'THE SOUTH ANGLE OF THE JUNCTION OF RUNWAY 12-30 AND A CLOSED RUNWAY AT
 NP0164'THE ALLIANCE MUNICIPAL AIRPORT.  OWNERSHIP--ALLIANCE AIRPORT
 NP0164'AUTHORITY, P.O. DRAWER D, ALLIANCE, NE 69301.  AIRPORT MANAGER IS THE
 NP0164'CITY MANAGER LYLE LANCE III, TELEPHONE 308-762-5400.
 NP0164'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 385 AND STATE
 NP0164'HIGHWAY 2 ON THE EAST SIDE OF ALLIANCE, GO EAST ON STATE HIGHWAY 2 FOR
 NP0164'3.59 KM (2.25 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 NP0164'THE PAVED ROAD FOR 3.00 KM (1.85 MI) TO A GRAVEL ROAD ON THE RIGHT
 NP0164'JUST PAST A NOAA BUILDING AND RADOME.  CONTINUE AHEAD FOR 0.23 KM
 NP0164'(0.15 MI) TO A GRAVEL ROAD RIGHT LEADING TO A LOCKED GATE AND HANGARS.
 NP0164'TURN RIGHT AND GO SOUTH FOR 0.04 KM (140 FT) TO THE GATE.  PASS
 NP0164'THROUGH THE GATE THEN TURN LEFT AND GO EAST ON A DIM LANE, THEN APRON
 NP0164'FOR 0.47 KM (0.30 MI) TO THE FIELD SIDE OF THE TERMIAL BUILDING.  TURN
 NP0164'RIGHT AND GO SOUTH CROSSING AN APRON FOR 0.10 KM (0.05 MI) TO A
 NP0164'TAXIWAY LEADING SOUTH.  CONTINUE SOUTH ON THE TAXIWAY FOR 0.96 KM
 NP0164'(0.60 MI) TO RUNWAY 12-30.  CROSS THE RUNWAY AND GO FOR 0.08 KM
 NP0164'(0.05 MI) TO THE STATION ON THE LEFT.
 NP0164'THE STATION MARK IS 42.4 M (139.1 FT) SOUTHEAST OF THE SOUTHEAST EDGE
 NP0164'OF THE CLOSED RUNWAY, 24.9 M (81.7 FT) NORTHWEST OF A RUNWAY LIGHT,
 NP0164'1.0 M (3.3 FT) SOUTHWEST OF THE EDGE OF RUNWAY 12-30, 0.2 M (0.7 FT)
 NP0164'SOUTHEAST OF A SHORT CARSONITE WITNESS POST AND PROJECTING 2 CM.
 NP0164'DESCRIBED BY R.D.BALL.
 NP0164
 NP0164                          STATION RECOVERY (1997)
 NP0164
 NP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 NP0164'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) WEST OF ANTIACH, 5.6 MI
 NP0164'(9.0 KM) SOUTHEAST OF ALLIANCE, AT THE ALLIANCE MUNICIPAL AIRPORT AND
 NP0164'ALONG THE SOUTHWEST EDGE AND NEAR THE CENTER OF RUNWAY 12-30.
 NP0164'OWNERSHIP--ALLIANCE AIRPORT AUTHORITY, PO BOX D, ALLIANCE, NE 69301.
 NP0164'AIRPORT MANAGER IS BARB WATSON, PHONE (308) 762-4512.  CONTACT TERRY
 NP0164'WEISGERBER, PHONE (308) 762-6413.  TO REACH THE STATION FROM THE
 NP0164'JUNCTION OF US HIGHWAY 385 NORTH AND STATE HIGHWAY 2 ON THE EAST SIDE
 NP0164'OF ALLIANCE, GO EAST ON STATE HIGHWAY 2 FOR 2.25 MI (3.62 KM) TO A
 NP0164'PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTH THEN SOUTHEAST ON THE PAVED
 NP0164'ROAD FOR 1.85 MI (2.98 KM) TO A GRAVEL ROAD ON THE RIGHT (JUST PAST A
 NP0164'NOAA BUILDING AND RADAR DOME) , CONTINUE AHEAD AND GO SOUTHEAST THEN
 NP0164'EAST ON THE PAVED ROAD FOR 0.4 MI (0.6 KM) TO A GRAVEL ROAD RIGHT
 NP0164'LEADING TO A GATE (FIRST GATE WEST OF THE BEACON) , TURN RIGHT AND GO
 NP0164'SOUTH ON THE GRAVEL ROAD FOR 150 FT (45.7 M) TO THE GATE, PASS THROUGH
 NP0164'THE GATE AND GO SOUTH ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO A APRON
 NP0164'EDGE/PARALLEL TAXIWAY, TURN LEFT AND GO EAST ON THE PARALLEL TAXIWAY
 NP0164'FOR 0.05 MI (0.08 KM) TO A TAXIWAY RIGHT, TURN RIGHT AND GO SOUTH ON A
 NP0164'TAXIWAY FOR 0.60 MI (0.97 KM) TO RUNWAY 12-30 AND THE STATION ON THE
 NP0164'LEFT JUST PAST THE RUNWAY.  THE STATION IS 139.1 FT (42.4 M) SOUTHEAST
 NP0164'OF THE SOUTHEAST EDGE OF A CLOSED RUNWAY, 81.7 FT (24.9 M) NORTHWEST
 NP0164'OF A RUNWAY LIGHT, 3.3 FT (1.0 M) SOUTHWEST OF THE EDGE OF RUNWAY
 NP0164'12-30, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0619 ***********************************************************************
 MN0619  DESIGNATION -  POST
 MN0619  PID         -  MN0619
 MN0619  STATE/COUNTY-  NE/KIMBALL
 MN0619  USGS QUAD   -  BUSHNELL SW (1972)
 MN0619
 MN0619                         *CURRENT SURVEY CONTROL
 MN0619  ___________________________________________________________________
 MN0619* NAD 83(1995)-  41 02 16.73169(N)    103 59 55.81904(W)     ADJUSTED  
 MN0619* NAVD 88     -      1601.     (meters)    5253.     (feet)  SCALED    
 MN0619  ___________________________________________________________________
 MN0619  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 MN0619  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 MN0619
 MN0619  HORZ ORDER  -  SECOND
 MN0619
 MN0619.The horizontal coordinates were established by classical geodetic methods
 MN0619.and adjusted by the National Geodetic Survey in August 1997..
 MN0619
 MN0619.The orthometric height was scaled from a topographic map.
 MN0619
 MN0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0619
 MN0619.The geoid height was determined by GEOID03.
 MN0619
 MN0619;                    North         East     Units Scale Factor Converg.
 MN0619;SPC NE       -   141,519.835   163,973.672   MT  0.99969172   -2 39 00.1
 MN0619;SPC CO N     -   495,149.025 1,040,630.230   MT  1.00005125   +0 58 11.8
 MN0619;SPC CO N     - 1,624,501.43  3,414,134.35   sFT  1.00005125   +0 58 11.8
 MN0619;SPC WY E     -    60,395.839   298,193.819   MT  1.00005613   +0 46 00.5
 MN0619;UTM  13      - 4,543,456.067   584,151.452   MT  0.99968715   +0 39 26.5
 MN0619
 MN0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0619!SPC NE       -   0.99975184  x   0.99969172  =   0.99944363
 MN0619!SPC CO N     -   0.99975184  x   1.00005125  =   0.99980307
 MN0619!SPC WY E     -   0.99975184  x   1.00005613  =   0.99980795
 MN0619!UTM  13      -   0.99975184  x   0.99968715  =   0.99943906
 MN0619
 MN0619:                Primary Azimuth Mark                     Grid Az
 MN0619:SPC NE       -  POST AZ MK                               136 22 20.2
 MN0619:SPC CO N     -  POST AZ MK                               132 45 08.3
 MN0619:SPC WY E     -  POST AZ MK                               132 57 19.6
 MN0619:UTM  13      -  POST AZ MK                               133 03 53.6
 MN0619
 MN0619|---------------------------------------------------------------------|
 MN0619| PID    Reference Object                     Distance      Geod. Az  |
 MN0619|                                                           dddmmss.s |
 MN0619| CP8412 POST AZ MK                                         1334320.1 |
 MN0619| CP8413 POST RM 1                            16.962 METERS 18607     |
 MN0619| CP8414 POST RM 2                            13.832 METERS 35100     |
 MN0619|---------------------------------------------------------------------|
 MN0619
 MN0619                          SUPERSEDED SURVEY CONTROL
 MN0619
 MN0619  NAD 83(1995)-  41 02 16.73161(N)    103 59 55.81906(W) AD(       ) 2
 MN0619  NAD 83(1995)-  41 02 16.72693(N)    103 59 55.81955(W) AD(       ) 2
 MN0619  NAD 83(1986)-  41 02 16.72599(N)    103 59 55.81854(W) AD(       ) 2
 MN0619  NAD 27      -  41 02 16.78460(N)    103 59 54.00410(W) AD(       ) 2
 MN0619
 MN0619.Superseded values are not recommended for survey control.
 MN0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0619.See file dsdata.txt to determine how the superseded data were derived.
 MN0619
 MN0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8415143456(NAD 83)
 MN0619_MARKER: DS = TRIANGULATION STATION DISK
 MN0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0619
 MN0619  HISTORY     - Date     Condition        Report By
 MN0619  HISTORY     - 1963     MONUMENTED       CGS
 MN0619
 MN0619                          STATION DESCRIPTION
 MN0619
 MN0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0619'THE STATION IS 10 MILES SOUTH AND 3-1/2 MILES EAST OF PINE
 MN0619'BLUFFS, WYOMING, IN SECTION 1, T 13 N, R 58 W, AND ON PROPERTY
 MN0619'OWNED BY MR. CHET GIFFORD OF ALBUQUERQUE, NEW MEXICO.
 MN0619'
 MN0619'TO REACH THE STATION FROM THE CAUTION LIGHT, AT THE JUNCTION
 MN0619'OF U.S. HIGHWAY 30 AND MAIN STREET, IN PINE BLUFFS, WYOMING,
 MN0619'GO EAST ON HIGHWAY 30 FOR 0.3 MILE TO BEECH STREET.  TURN
 MN0619'RIGHT AND GO SOUTH ON BEECH STREET AND A BLACKTOP ROAD FOR
 MN0619'6.95 MILES TO A CROSSROAD.  CONTINUE SOUTH ON THE BLACKTOP ROAD
 MN0619'FOR 3.0 MILES TO A CURVE IN THE BLACKTOP ROAD AND A SIDE ROAD
 MN0619'ON THE LEFT.  TURN LEFT AND GO EAST, SOUTH, AND EAST ON A
 MN0619'GRAVEL ROAD FOR 4.45 MILES TO A SECTION LINE ROAD ON THE LEFT
 MN0619'AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE.  TURN LEFT AND
 MN0619'GO NORTH ON THE SECTION LINE ROAD FOR 0.35 MILE TO A TRACK
 MN0619'ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY ON THE TRACK
 MN0619'ROAD FOR 0.35 MILE TO THE TOP OF A SMALL RISE, A WIRE GATE IN
 MN0619'A NORTH-SOUTH FENCE, AND THE STATION ON THE RIGHT.
 MN0619'
 MN0619'STATION MARKS ARE STANDARD DISKS STAMPED POST 1963.  THE SURFACE
 MN0619'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MN0619'OF THE GROUND.  IT IS 8 FEET NORTHEAST OF THE NORTH GATE POST,
 MN0619'4.6 FEET EAST OF THE FENCE, AND 4 FEET EAST OF A METAL WITNESS
 MN0619'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MN0619'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0619'
 MN0619'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED POST NO 1 1963,
 MN0619'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0619'THE GROUND.  IT IS 36.5 FEET SOUTH OF THE SOUTH GATE POST, AND
 MN0619'1.2 FEET WEST OF THE FENCE.
 MN0619'
 MN0619'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED POST NO 2 1963,
 MN0619'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MN0619'THE GROUND.  IT IS 45.2 FEET NORTH OF THE METAL WITNESS POST,
 MN0619'AND 1.4 FEET EAST OF THE FENCE.
 MN0619'
 MN0619'AZIMUTH MARK, A STANDARD DISK STAMPED POST 1963, IS SET IN
 MN0619'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 32.8
 MN0619'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 18 FEET EAST OF
 MN0619'THE CENTER OF THE SECTION LINE ROAD, AND 2 FEET WEST OF A METAL
 MN0619'WITNESS POST.
 MN0619'
 MN0619'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0722 ***********************************************************************
 NP0722  DESIGNATION -  POSVAR
 NP0722  PID         -  NP0722
 NP0722  STATE/COUNTY-  NE/SIOUX
 NP0722  USGS QUAD   -  MARSLAND SW (1983)
 NP0722
 NP0722                         *CURRENT SURVEY CONTROL
 NP0722  ___________________________________________________________________
 NP0722* NAD 83(1995)-  42 18 30.21232(N)    103 27 20.50953(W)     ADJUSTED  
 NP0722* NAVD 88     -      1426.     (meters)    4678.     (feet)  SCALED    
 NP0722  ___________________________________________________________________
 NP0722  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 NP0722  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 NP0722
 NP0722  HORZ ORDER  -  FIRST
 NP0722
 NP0722.The horizontal coordinates were established by classical geodetic methods
 NP0722.and adjusted by the National Geodetic Survey in August 1997..
 NP0722
 NP0722.The orthometric height was scaled from a topographic map.
 NP0722
 NP0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0722
 NP0722.The geoid height was determined by GEOID03.
 NP0722
 NP0722;                    North         East     Units Scale Factor Converg.
 NP0722;SPC NE       -   280,495.513   215,224.596   MT  0.99975670   -2 17 24.3
 NP0722;UTM  13      - 4,685,172.322   627,277.576   MT  0.99979932   +1 02 22.7
 NP0722
 NP0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0722!SPC NE       -   0.99977929  x   0.99975670  =   0.99953604
 NP0722!UTM  13      -   0.99977929  x   0.99979932  =   0.99957865
 NP0722
 NP0722:                Primary Azimuth Mark                     Grid Az
 NP0722:SPC NE       -  POSVAR AZ MK                             097 05 26.6
 NP0722:UTM  13      -  POSVAR AZ MK                             093 45 39.6
 NP0722
 NP0722|---------------------------------------------------------------------|
 NP0722| PID    Reference Object                     Distance      Geod. Az  |
 NP0722|                                                           dddmmss.s |
 NP0722| CQ4673 POSVAR AZ MK                                       0944802.3 |
 NP0722| CQ4674 POSVAR RM 1                         146.990 METERS 11616     |
 NP0722| CQ4675 POSVAR RM 2                          74.844 METERS 20259     |
 NP0722|---------------------------------------------------------------------|
 NP0722
 NP0722                          SUPERSEDED SURVEY CONTROL
 NP0722
 NP0722  NAD 83(1995)-  42 18 30.21232(N)    103 27 20.50990(W) AD(       ) 1
 NP0722  NAD 83(1986)-  42 18 30.21343(N)    103 27 20.50794(W) AD(       ) 1
 NP0722  NAD 27      -  42 18 30.35100(N)    103 27 18.73900(W) AD(       ) 1
 NP0722
 NP0722.Superseded values are not recommended for survey control.
 NP0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0722.See file dsdata.txt to determine how the superseded data were derived.
 NP0722
 NP0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG2727885172(NAD 83)
 NP0722_MARKER: DS = TRIANGULATION STATION DISK
 NP0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0722
 NP0722  HISTORY     - Date     Condition        Report By
 NP0722  HISTORY     - 1934     MONUMENTED       CGS
 NP0722
 NP0722                          STATION DESCRIPTION
 NP0722
 NP0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0722'STATION IS LOCATED ABOUT 20 MILES W OF HEMINGFORD AND 1/2 MILE
 NP0722'W OF THE BOX BUTTE-SIOUX COUNTY LINE.  IT IS ON THE HIGHEST
 NP0722'POINT OF A HIGH, GRASSY HILL, THE HIGHEST HILL FOR SEVERAL
 NP0722'MILES AROUND.  IT IS 0.6 MILE SW OF THE FARMHOUSE AND BUILDINGS
 NP0722'OWNED BY A MR. STUMF AND AT THE PRESENT TIME OCCUPIED BY F.W.
 NP0722'POSVAR.
 NP0722'
 NP0722'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0722'BRONZE DISKS SET IN CONCRETE.
 NP0722'
 NP0722'THE STATION MARK PROJECTS 5 INCHES AND IS 75 YARDS N OF AN E-W
 NP0722'FENCE.
 NP0722'
 NP0722'REFERENCE MARK NO. 1 IS ESE AND NO. 2, SSW OF THE STATION.
 NP0722'BOTH MARKS ARE IN THE SAME E-W FENCE MENTIONED ABOVE AND PROJECT
 NP0722'4 INCHES.
 NP0722'
 NP0722'THE AZIMUTH MARK PROJECTS 5 INCHES AND IS E OF THE STATION.  IT
 NP0722'IS AT A T-INTERSECTION OF THE ABOVE-MENTIONED E-W FENCE AND A N-S
 NP0722'FENCE.
 NP0722'
 NP0722'TO REACH STATION FROM MARSLAND, GO W FROM THE WINDMILL IN
 NP0722'THE MAIN STREET 0.5 MILE TO THE INTERSECTION OF STATE ROUTE 2.
 NP0722'HERE TURN LEFT, S AND FOLLOW ROUTE 2, 9 MILES TO A POINT WHERE
 NP0722'IT TURNS SHARP RIGHT, E.  (THERE IS A CHURCH AND SMALL CEMETERY
 NP0722'IN THE SE ANGLE OF THIS INTERSECTION.  THIS POINT IS 13 MILES
 NP0722'W OF HEMINGFORD.) HERE LEAVE ROUTE 2, TURN LEFT, W AND FOLLOW
 NP0722'GRADED ROAD 7.0 MILES TO A POINT WHERE THE GRADED ROAD TURNS
 NP0722'SHARP RIGHT, N.  HERE LEAVE GRADED ROAD, TURN LEFT, S AND
 NP0722'FOLLOW TRACK ROAD 0.5 MILE TO STUMFS HOUSE AND BUILDINGS ON THE
 NP0722'RIGHT SIDE OF THE ROAD.  HERE TURN RIGHT, PASS THROUGH YARD
 NP0722'AND GATE ON E SIDE OF BARN, THEN THROUGH CORRAL ON S SIDE OF
 NP0722'BARN AND THEN GO 0.6 MILE SW ACROSS PASTURE TO TOP OF HILL
 NP0722'AND STATION.
 NP0722'
 NP0722'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0558 ***********************************************************************
 MN0558  DESIGNATION -  POTTER
 MN0558  PID         -  MN0558
 MN0558  STATE/COUNTY-  NE/CHEYENNE
 MN0558  USGS QUAD   -  POTTER (1972)
 MN0558
 MN0558                         *CURRENT SURVEY CONTROL
 MN0558  ___________________________________________________________________
 MN0558* NAD 83(1995)-  41 10 57.96538(N)    103 19 48.64189(W)     ADJUSTED  
 MN0558* NAVD 88     -      1403.     (meters)    4603.     (feet)  SCALED    
 MN0558  ___________________________________________________________________
 MN0558  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 MN0558  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 MN0558
 MN0558  HORZ ORDER  -  FIRST
 MN0558
 MN0558.The horizontal coordinates were established by classical geodetic methods
 MN0558.and adjusted by the National Geodetic Survey in August 1997..
 MN0558
 MN0558.The orthometric height was scaled from a topographic map.
 MN0558
 MN0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0558
 MN0558.The geoid height was determined by GEOID03.
 MN0558
 MN0558;                    North         East     Units Scale Factor Converg.
 MN0558;SPC NE       -   155,200.651   220,750.266   MT  0.99967440   -2 12 24.8
 MN0558;UTM  13      - 4,560,390.367   640,048.591   MT  0.99984139   +1 05 58.9
 MN0558
 MN0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0558!SPC NE       -   0.99978306  x   0.99967440  =   0.99945753
 MN0558!UTM  13      -   0.99978306  x   0.99984139  =   0.99962449
 MN0558
 MN0558:                Primary Azimuth Mark                     Grid Az
 MN0558:SPC NE       -  POTTER AZ MK                             009 53 51.2
 MN0558:UTM  13      -  POTTER AZ MK                             006 35 27.5
 MN0558
 MN0558|---------------------------------------------------------------------|
 MN0558| PID    Reference Object                     Distance      Geod. Az  |
 MN0558|                                                           dddmmss.s |
 MN0558| CP8415 POTTER AZ MK                                       0074126.4 |
 MN0558| MN0560 POTTER MUNICIPAL TANK               APPROX. 4.2 KM 0141837.4 |
 MN0558| CP8416 POTTER RM 1                          39.782 METERS 13848     |
 MN0558| CP8417 POTTER RM 2                          27.174 METERS 34332     |
 MN0558|---------------------------------------------------------------------|
 MN0558
 MN0558                          SUPERSEDED SURVEY CONTROL
 MN0558
 MN0558  NAD 83(1995)-  41 10 57.96365(N)    103 19 48.64185(W) AD(       ) 1
 MN0558  NAD 83(1986)-  41 10 57.95790(N)    103 19 48.64188(W) AD(       ) 1
 MN0558  NAD 27      -  41 10 58.02370(N)    103 19 46.88630(W) AD(       ) 1
 MN0558
 MN0558.Superseded values are not recommended for survey control.
 MN0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0558.See file dsdata.txt to determine how the superseded data were derived.
 MN0558
 MN0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4004960390(NAD 83)
 MN0558_MARKER: DS = TRIANGULATION STATION DISK
 MN0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0558
 MN0558  HISTORY     - Date     Condition        Report By
 MN0558  HISTORY     - 1934     MONUMENTED       CGS
 MN0558  HISTORY     - 1958     GOOD             CGS
 MN0558  HISTORY     - 1963     GOOD             CGS
 MN0558
 MN0558                          STATION DESCRIPTION
 MN0558
 MN0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0558'STATION IS ABOUT 2-1/2 MILES SOUTH-SOUTHWEST OF POTTER.  IT IS
 MN0558'ON THE CENTRAL PART OF A PROMINENT RIDGE AND IS ABOUT 150 YARDS
 MN0558'WEST OF A GRAVELED ROAD.  THE MARK PROJECTS 8 INCHES.
 MN0558'
 MN0558'THE STATION IS REACHED FROM POTTER BY GOING SOUTH FROM U.S.
 MN0558'HIGHWAY 30 ON A GRAVELED ROAD FOR 1.8 MILES TO A POINT WHERE
 MN0558'THE ROAD TURNS TO THE SOUTH AFTER BEARING TO THE WEST.  DRIVE
 MN0558'STRAIGHT AHEAD TO FARM BUILDINGS, PASS THROUGH THE BARNYARD
 MN0558'GATE AND DRIVE SOUTH ALONG THE WEST SIDE OF A FENCE 0.7 MILE
 MN0558'TO THE TOP OF THE RIDGE AND THE STATION.
 MN0558'
 MN0558'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0558'BRONZE DISKS SET AS DESCRIBED.
 MN0558'
 MN0558'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND PROJECTS
 MN0558'8 INCHES.
 MN0558'
 MN0558'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION AND PROJECTS
 MN0558'8 INCHES.
 MN0558'
 MN0558'THE AZIMUTH MARK IS ABOUT 0.7 MILE NORTH-NORTHEAST OF THE
 MN0558'STATION, 42 FEET NORTH OF THE CENTER OF THE ROAD LEADING INTO
 MN0558'A FARMYARD JUST WEST OF CURVE IN A GRAVELED ROAD AND PROJECTS
 MN0558'8 INCHES.
 MN0558'
 MN0558'A 4-FOOT STAND WAS ERECTED.
 MN0558
 MN0558                          STATION RECOVERY (1958)
 MN0558
 MN0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0558'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 MN0558'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 MN0558'THAT THE AZIMUTH MARK IS IN A PASTURE 33 FEET WEST OF A FENCE
 MN0558'AND 51 FEET NORTH OF A FENCE.  IT PROJECTS 3 INCHES.
 MN0558
 MN0558                          STATION RECOVERY (1963)
 MN0558
 MN0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MN0558'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 MN0558'DUE TO CHANGES IN ROADS AND BUILDINGS BEING TORN DOWN A NEW
 MN0558'AND COMPLETE DESCRIPTION FOLLOWS.
 MN0558'
 MN0558'THE STATION IS LOCATED ON A LOW PROMINENT RIDGE ABOUT 2-1/2
 MN0558'MILES SOUTH-SOUTHWEST OF POTTER AND 1/4 MILE WEST OF A GRAVEL
 MN0558'ROAD, IN THE SW 1/4 OF SECTION 18 T14N R52W.
 MN0558'
 MN0558'TO REACH THE STATION FROM THE INTERSECTION OF FRONT STREET AND
 MN0558'U.S. HIGHWAY 30 IN POTTER GO WEST ON HIGHWAY 30 FOR 0.1 MILE
 MN0558'TO A SIDE ROAD LEFT, TURN LEFT, SOUTH, ON GRAVEL ROAD FOR
 MN0558'1.8 MILES TO A POINT WHERE THE GRAVEL ROAD TURNS SOUTH (TO
 MN0558'REACH THE AZIMUTH MARK FROM HERE GO STRAIGHT AHEAD ON DIM
 MN0558'TRACK ROAD FOR 0.05 MILE TO A FENCE CORNER AND THE MARK
 MN0558'AS DESCRIBED), CONTINUE SOUTH ON GRAVEL ROAD FOR 0.5 MILE TO A
 MN0558'FIELD ROAD RIGHT, TURN RIGHT ON FIELD ROAD FOR 0.05 MILE, TURN
 MN0558'LEFT AND PICK WAY SOUTH TO TOP OF RIDGE AND STATION NEAR THE
 MN0558'CENTER OF THE RIDGE.
 MN0558'
 MN0558'STATION MARK IS A STANDARD DISK STAMPED POTTER 1934 SET IN THE
 MN0558'TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 8
 MN0558'INCHES.  IT IS 5.5 FEET NORTH OF A WITNESS POST.
 MN0558'
 MN0558'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED POTTER NO 1 1934
 MN0558'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MN0558'8 INCHES.  IT IS 133.6 FEET SOUTH-SOUTHEAST OF THE WITNESS POST.
 MN0558'
 MN0558'REFERENCE MARK 2 IS A STANDARD DISK STAMPED POTTER NO 2 1934
 MN0558'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 MN0558'6 INCHES.  IT IS 84.6 FEET NORTH-NORTHWEST OF THE WITNESS
 MN0558'POST.
 MN0558'
 MN0558'THE AZIMUTH MARK IS A STANDARD DISK STAMPED POTTER 1934 SET
 MN0558'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MN0558'3 INCHES.  IT IS 59 FEET NORTH OF AN EAST-WEST FENCE, 37 FEET
 MN0558'WEST OF A NORTH-SOUTH FENCE AND 2.8 FEET SOUTH OF A WITNESS
 MN0558'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0560 ***********************************************************************
 MN0560  DESIGNATION -  POTTER MUNICIPAL TANK
 MN0560  PID         -  MN0560
 MN0560  STATE/COUNTY-  NE/CHEYENNE
 MN0560  USGS QUAD   -  POTTER (1972)
 MN0560
 MN0560                         *CURRENT SURVEY CONTROL
 MN0560  ___________________________________________________________________
 MN0560* NAD 83(1995)-  41 13 09.34572(N)    103 19 04.25568(W)     ADJUSTED  
 MN0560* NAVD 88     -                                                        
 MN0560  ___________________________________________________________________
 MN0560  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 MN0560  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 MN0560
 MN0560  HORZ ORDER  -  THIRD
 MN0560
 MN0560.The horizontal coordinates were established by classical geodetic methods
 MN0560.and adjusted by the National Geodetic Survey in August 1997..
 MN0560
 MN0560
 MN0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0560
 MN0560.The geoid height was determined by GEOID03.
 MN0560
 MN0560;                    North         East     Units Scale Factor Converg.
 MN0560;SPC NE       -   159,209.595   221,939.084   MT  0.99967104   -2 11 55.4
 MN0560;UTM  13      - 4,564,461.907   641,004.334   MT  0.99984470   +1 06 31.0
 MN0560
 MN0560                          SUPERSEDED SURVEY CONTROL
 MN0560
 MN0560  NAD 83(1995)-  41 13 09.34389(N)    103 19 04.25565(W) AD(       ) 4
 MN0560  NAD 83(1986)-  41 13 09.33823(N)    103 19 04.25461(W) AD(       ) 4
 MN0560  NAD 27      -  41 13 09.40600(N)    103 19 02.50000(W) AD(       ) 3
 MN0560
 MN0560.Superseded values are not recommended for survey control.
 MN0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0560.See file dsdata.txt to determine how the superseded data were derived.
 MN0560
 MN0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4100464462(NAD 83)
 MN0560_MARKER: 53 = ELEVATED TANK
 MN0560
 MN0560  HISTORY     - Date     Condition        Report By
 MN0560  HISTORY     - 1934     FIRST OBSERVED   CGS
 MN0560  HISTORY     - 1963     GOOD             CGS
 MN0560
 MN0560                          STATION DESCRIPTION
 MN0560
 MN0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0560'THIS STATION WAS CALLED AIR BEACON ON WATER TANK, POTTER IN
 MN0560'1934.  THE BEACON HAS BEEN REMOVED FROM ATOP THE WATER TANK,
 MN0560'THEREFORE THE NAME WAS CHANGED.
 MN0560'
 MN0560'THE STATION IS LOCATED IN THE NORTH PART OF POTTER AND IS A
 MN0560'4-LEGGED, ELEVATED WATER TANK.
 MN0560'
 MN0560'THE POINT INTERSECTED IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1233 ***********************************************************************
 LG1233  CBN         -  This is a Cooperative Base Network Control Station.
 LG1233  PACS        -  This is a Primary Airport Control Station.
 LG1233  DESIGNATION -  POTTER OLSON
 LG1233  PID         -  LG1233
 LG1233  STATE/COUNTY-  NE/HAMILTON
 LG1233  USGS QUAD   -  HAMPTON (1968)
 LG1233
 LG1233                         *CURRENT SURVEY CONTROL
 LG1233  ___________________________________________________________________
 LG1233* NAD 83(1995)-  40 53 38.68002(N)    097 59 42.29454(W)     ADJUSTED  
 LG1233* NAVD 88     -       547.96   (meters)    1797.8    (feet)  GPS OBS   
 LG1233  ___________________________________________________________________
 LG1233  X           -    -671,613.981 (meters)                     COMP
 LG1233  Y           -  -4,781,760.003 (meters)                     COMP
 LG1233  Z           -   4,153,880.411 (meters)                     COMP
 LG1233  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 LG1233  ELLIP HEIGHT-         522.35  (meters)          (07/10/01) GPS OBS
 LG1233  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 LG1233
 LG1233  HORZ ORDER  -  B
 LG1233  ELLP ORDER  -  FOURTH    CLASS I
 LG1233
 LG1233.This mark is at Aurora Municipal Airport (AUH)
 LG1233
 LG1233.The horizontal coordinates were established by GPS observations
 LG1233.and adjusted by the National Geodetic Survey in June 1996..
 LG1233
 LG1233.The orthometric height was determined by GPS observations and a
 LG1233.high-resolution geoid model.
 LG1233
 LG1233.GPS derived orthometric heights for airport stations designated as
 LG1233.PACS or SACS are published to 2 decimal places.  This maintains
 LG1233.centimeter relative accuracy between the PACS and SACS.  It does
 LG1233.not indicate centimeter accuracy relative to other marks which are
 LG1233.part of the NAVD 88 network.
 LG1233
 LG1233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1233
 LG1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1233
 LG1233.The ellipsoidal height was determined by GPS observations
 LG1233.and is referenced to NAD 83.
 LG1233
 LG1233.The geoid height was determined by GEOID03.
 LG1233
 LG1233;                    North         East     Units Scale Factor Converg.
 LG1233;SPC NE       -   119,729.729   668,890.662   MT  0.99971519   +1 19 43.2
 LG1233;UTM  14      - 4,527,484.816   584,650.942   MT  0.99968820   +0 39 28.5
 LG1233
 LG1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1233!SPC NE       -   0.99991807  x   0.99971519  =   0.99963328
 LG1233!UTM  14      -   0.99991807  x   0.99968820  =   0.99960630
 LG1233
 LG1233:                Primary Azimuth Mark                     Grid Az
 LG1233:SPC NE       -  POTTER OLSON AZ MK                       347 15 56.8
 LG1233:UTM  14      -  POTTER OLSON AZ MK                       347 56 11.5
 LG1233
 LG1233|---------------------------------------------------------------------|
 LG1233| PID    Reference Object                     Distance      Geod. Az  |
 LG1233|                                                           dddmmss.s |
 LG1233| LG1234 POTTER OLSON AZ MK                  APPROX. 0.6 KM 3483540.0 |
 LG1233|---------------------------------------------------------------------|
 LG1233
 LG1233                          SUPERSEDED SURVEY CONTROL
 LG1233
 LG1233  ELLIP H (06/25/96)  522.45   (m)                       GP(       ) 1 1
 LG1233  NAD 83(1986)-  40 53 38.68764(N)    097 59 42.29324(W) AD(       ) 1
 LG1233  NGVD 29 (02/23/90)  547.8    (m)         1797.     (f) GPS OBS        
 LG1233
 LG1233.Superseded values are not recommended for survey control.
 LG1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1233.See file dsdata.txt to determine how the superseded data were derived.
 LG1233
 LG1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8465127485(NAD 83)
 LG1233_MARKER: I = METAL ROD
 LG1233_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1233_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1233_STAMPING: POTTER OLSON 1989
 LG1233_MARK LOGO: NGS   
 LG1233_PROJECTION: FLUSH
 LG1233_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1233+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 LG1233_ROD/PIPE-DEPTH: 11.1 meters
 LG1233_SLEEVE-DEPTH  : 1.0 meters
 LG1233
 LG1233  HISTORY     - Date     Condition        Report By
 LG1233  HISTORY     - 1989     MONUMENTED       NGS
 LG1233  HISTORY     - 19900615 GOOD             NGS
 LG1233  HISTORY     - 19950723 GOOD             NGS
 LG1233  HISTORY     - 19970612 GOOD             NGS
 LG1233  HISTORY     - 20000605 GOOD             NEDR
 LG1233  HISTORY     - 20040415 GOOD             NDA
 LG1233
 LG1233                          STATION DESCRIPTION
 LG1233
 LG1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1233'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTH OF AURORA, 0.3 KM
 LG1233'(0.20 MI) EAST OF STATE HIGHWAY 14, AT THE AURORA MUNICIPAL AIRPORT,
 LG1233'IN THE NORTHWEST ANGLE OF THE JUNCTION OF RUNWAY 16-34 AND A TAXIWAY.
 LG1233'OWNERSHIP--AURORA AIRPORT AUTHORITY, BOX 185, AURORA, NE 68818.
 LG1233'AIRPORT MANAGER IS DALE TRAUDT, TELEPHONE IS 402-694-3144.
 LG1233'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND STATE
 LG1233'HIGHWAY 14 IN AURORA, GO NORTH ON STATE HIGHWAY 14 FOR 2.24 KM
 LG1233'(1.40 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 LG1233'EAST FOR 0.16 KM (0.10 MI) TO A ROAD LEFT AT A BEACON TOWER.  TURN
 LG1233'LEFT AND GO NORTHERLY FOR 0.08 KM (0.05 MI) TO A CROSS TAXIWAY.  TURN
 LG1233'RIGHT AND GO EAST ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE STATION
 LG1233'ON THE LEFT, SET IN THE MEDIAN BETWEEN THE MAIN NORTH-SOUTH TAXIWAY
 LG1233'AND RUNWAY 16-34.
 LG1233'THE STATION IS 45.6 M (149.6 FT) WEST OF THE RUNWAY CENTERLINE, 15.4 M
 LG1233'(50.5 FT) EAST OF THE MAIN TAXIWAY CENTERLINE, 11.0 M (36.1 FT) NORTH
 LG1233'OF THE CROSS TAXIWAY CENTERLINE AND 5.4 M (17.7 FT) NORTHWEST OF A
 LG1233'TAXIWAY LIGHT WITH A CONCRETE BASE.
 LG1233'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1233'DESCRIBED BY R.D.BALL.
 LG1233
 LG1233                          STATION RECOVERY (1990)
 LG1233
 LG1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LG1233'STATION IS LOCATED IN THE MEDIAN BETWEEN THE RUNWAY AND THE PARALLEL
 LG1233'TAXIWAY JUST NORTH OF THE NORTH CONNECTOR TAXIWAY FROM THE RAMP.  IT
 LG1233'IS 149.6 FT (45.6 M) WEST OF THE RUNWAY CENTERLINE, 50.5 FT (15.4 M)
 LG1233'EAST OF THE CENTERLINE OF THE PARALLEL TAXIWAY, 36.1 FT (11.0 M) NORTH
 LG1233'OF THE CENTERLINE OF THE CONNECTOR TAXIWAY AND 17.7 FT (5.4 M)
 LG1233'NORTHWEST OF A TAXIWAY LIGHT WITH A CONCRETE BASE.  STATION IS A
 LG1233'STAINLESS STEEL ROD BENEATH A FIVE-INCH LOGO CAP SURROUNDED BY
 LG1233'CONCRETE AND STAMPED POTTER OLSON 1989.  NOTE, 1-METER PVC SLEEVE
 LG1233'AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 LG1233
 LG1233                          STATION RECOVERY (1995)
 LG1233
 LG1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1233'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) EAST-SOUTHEAST OF GRAND
 LG1233'ISLAND, 1.6 MI (2.6 KM) NORTH OF AURORA AND AT THE AURORA MUNICIPAL
 LG1233'AIRPORT IN THE NORTHWEST ANGLE OF THE JUNCTION OF A CONNECTOR TAXIWAY
 LG1233'AND THE RUNWAY NEAR MIDFIELD.  OWNERSHIP--AURORA AIRPORT AUTHORITY,
 LG1233'BOX 185, AURORA NE 68818.  AIRPORT MANAGER IS DALE TRAUDT, PHONE (402)
 LG1233'694-3144.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 LG1233'34 AND STATE HIGHWAY 14 IN AURORA, GO NORTH ON STATE HIGHWAY 14 FOR
 LG1233'1.4 MI (2.3 KM) TO A ROAD RIGHT, TURN RIGHT AND GO EAST ON THE AIRPORT
 LG1233'ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO THE APRON, BEAR LEFT AND GO
 LG1233'NORTHEAST ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A
 LG1233'CONNECTOR TAXIWAY AND A PARALLEL TAXIWAY AND THE STATION IN THE GRASS
 LG1233'MEDIAN FORMED BY THE RUNWAY AND THE TAXIWAYS.  THE STATION IS 149.6 FT
 LG1233'(45.6 M) WEST OF THE RUNWAY CENTER, 50.5 FT (15.4 M) EAST OF THE
 LG1233'PARALLEL TAXIWAY CENTER, 36.1 FT (11.0 M) NORTH OF THE CONNECTOR
 LG1233'TAXIWAY CENTER AND 17.7 FT (5.4 M) NORTHWEST OF A TAXIWAY LIGHT WITH A
 LG1233'CONCRETE BASE.  NOTE--THIS STATION WAS USED AS AN AREA NAVIGATION
 LG1233'APPROACH PRIMARY AIRPORT CONTROL STATION.
 LG1233
 LG1233                          STATION RECOVERY (1997)
 LG1233
 LG1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1233'RECOVERED AS DESCRIBED.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
 LG1233
 LG1233                          STATION RECOVERY (2000)
 LG1233
 LG1233'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1233'RECOVERED AS DESCRIBED.
 LG1233
 LG1233                          STATION RECOVERY (2004)
 LG1233
 LG1233'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (JS)
 LG1233'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1234 ***********************************************************************
 LG1234  SACS        -  This is a Secondary Airport Control Station.
 LG1234  DESIGNATION -  POTTER OLSON AZ MK
 LG1234  PID         -  LG1234
 LG1234  STATE/COUNTY-  NE/HAMILTON
 LG1234  USGS QUAD   -  HAMPTON (1968)
 LG1234
 LG1234                         *CURRENT SURVEY CONTROL
 LG1234  ___________________________________________________________________
 LG1234* NAD 83(1995)-  40 53 58.67364(N)    097 59 47.61032(W)     ADJUSTED  
 LG1234* NAVD 88     -       549.18   (meters)    1801.8    (feet)  GPS OBS   
 LG1234  ___________________________________________________________________
 LG1234  X           -    -671,681.167 (meters)                     COMP
 LG1234  Y           -  -4,781,343.724 (meters)                     COMP
 LG1234  Z           -   4,154,347.462 (meters)                     COMP
 LG1234  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 LG1234  ELLIP HEIGHT-         523.59  (meters)          (12/13/01) GPS OBS
 LG1234  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 LG1234
 LG1234  HORZ ORDER  -  FIRST
 LG1234  ELLP ORDER  -  FOURTH    CLASS II
 LG1234
 LG1234.This mark is at Aurora Municipal Airport (AUH)
 LG1234
 LG1234.The horizontal coordinates were established by GPS observations
 LG1234.and adjusted by the National Geodetic Survey in August 1998..
 LG1234
 LG1234.The orthometric height was determined by GPS observations and a
 LG1234.high-resolution geoid model.
 LG1234
 LG1234.GPS derived orthometric heights for airport stations designated as
 LG1234.PACS or SACS are published to 2 decimal places.  This maintains
 LG1234.centimeter relative accuracy between the PACS and SACS.  It does
 LG1234.not indicate centimeter accuracy relative to other marks which are
 LG1234.part of the NAVD 88 network.
 LG1234
 LG1234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1234
 LG1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1234
 LG1234.The ellipsoidal height was determined by GPS observations
 LG1234.and is referenced to NAD 83.
 LG1234
 LG1234.The geoid height was determined by GEOID03.
 LG1234
 LG1234;                    North         East     Units Scale Factor Converg.
 LG1234;SPC NE       -   120,343.262   668,752.011   MT  0.99971417   +1 19 39.6
 LG1234;UTM  14      - 4,528,099.914   584,519.486   MT  0.99968792   +0 39 25.3
 LG1234
 LG1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1234!SPC NE       -   0.99991788  x   0.99971417  =   0.99963207
 LG1234!UTM  14      -   0.99991788  x   0.99968792  =   0.99960582
 LG1234
 LG1234:                Primary Azimuth Mark                     Grid Az
 LG1234:SPC NE       -  POTTER OLSON                             167 15 56.9
 LG1234:UTM  14      -  POTTER OLSON                             167 56 11.2
 LG1234
 LG1234|---------------------------------------------------------------------|
 LG1234| PID    Reference Object                     Distance      Geod. Az  |
 LG1234|                                                           dddmmss.s |
 LG1234| LG1233 POTTER OLSON                        APPROX. 0.6 KM 1683536.5 |
 LG1234|---------------------------------------------------------------------|
 LG1234
 LG1234                          SUPERSEDED SURVEY CONTROL
 LG1234
 LG1234  ELLIP H (08/21/98)  523.68   (m)                       GP(       ) 4 2
 LG1234  NAD 83(1995)-  40 53 58.67387(N)    097 59 47.61041(W) AD(       ) 3
 LG1234  ELLIP H (08/18/97)  523.68   (m)                       GP(       ) 4 1
 LG1234  NAD 83(1986)-  40 53 58.68148(N)    097 59 47.60921(W) AD(       ) 3
 LG1234  NGVD 29 (02/23/90)  549.1    (m)         1802.     (f) GPS OBS        
 LG1234
 LG1234.Superseded values are not recommended for survey control.
 LG1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1234.See file dsdata.txt to determine how the superseded data were derived.
 LG1234
 LG1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL8451928100(NAD 83)
 LG1234_MARKER: I = METAL ROD
 LG1234_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1234_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1234_STAMPING: POTTER OLSON AZ MK 1989
 LG1234_MARK LOGO: NGS   
 LG1234_PROJECTION: FLUSH
 LG1234_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1234+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 LG1234_ROD/PIPE-DEPTH: 21.1 meters
 LG1234_SLEEVE-DEPTH  : 1.0 meters
 LG1234
 LG1234  HISTORY     - Date     Condition        Report By
 LG1234  HISTORY     - 1989     MONUMENTED       NGS
 LG1234  HISTORY     - 19900615 GOOD             NGS
 LG1234  HISTORY     - 19950723 GOOD             NGS
 LG1234  HISTORY     - 19970612 GOOD             NGS
 LG1234  HISTORY     - 20040415 GOOD             NDA
 LG1234
 LG1234                          STATION DESCRIPTION
 LG1234
 LG1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LG1234'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTH OF AURORA, 0.3 KM
 LG1234'(0.20 MI) EAST OF STATE HIGHWAY 14, AT THE AURORA MUNICIPAL AIRPORT,
 LG1234'NEAR RUNWAY END 16.  OWNERSHIP--AURORA AIRPORT AUTHORITY, BOX 185,
 LG1234'AURORA, NE 68818.  AIRPORT MANAGER IS DALE TRAUDT, TELEPHONE IS
 LG1234'402-694-3144.
 LG1234'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND STATE
 LG1234'HIGHWAY 14 AT AURORA, GO NORTH ON STATE HIGHWAY 14 FOR 2.24 KM
 LG1234'(1.40 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 LG1234'EAST FOR 0.16 KM (0.10 MI) TO A ROAD LEFT AT A BEACON TOWER.  TURN
 LG1234'LEFT AND GO NORTHERLY FOR 0.08 KM (0.05 MI) TO A CROSS TAXIWAY.  TURN
 LG1234'RIGHT AND GO EAST ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE MAIN
 LG1234'NORTH-SOUTH TAXIWAY AND RUNWAY 16-34.  TURN LEFT AND GO NORTH ON THE
 LG1234'MAIN TAXIWAY FOR 0.64 KM (0.40 MI) TO A TURN IN THE TAXIWAY AND THE
 LG1234'STATION ON THE RIGHT.
 LG1234'THE STATION IS 47.7 M (156.5 FT) WEST OF THE RUNWAY CENTERLINE, 13.6 M
 LG1234'(44.6 FT) SOUTH OF THE TAXIWAY CENTERLINE, 12.6 M (41.3 FT) EAST OF
 LG1234'THE MAIN TAXIWAY CENTERLINE AND 2.3 M (7.5 FT) SOUTHEAST OF A TAXIWAY
 LG1234'LIGHT.
 LG1234'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1234'DESCRIBED BY R.D.BALL.
 LG1234
 LG1234                          STATION RECOVERY (1990)
 LG1234
 LG1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LG1234'THE STATION IS LOCATED AT THE NORTH END OF THE FIELD IN THE GRASS
 LG1234'ISLAND BETWEEN THE RUNWAY AND PARALLEL TAXIWAY JUST SOUTH OF THE
 LG1234'TAXIWAY TO THE END OF THE RUNWAY.  IT IS 156.5 FT (47.7 M) WEST OF THE
 LG1234'RUNWAY CENTERLINE, 44.6 FT (13.6 M) SOUTH OF THE TAXIWAY TO THE END,
 LG1234'41.3 FT (12.6 M) EAST OF THE PARALLEL TAXIWAY CENTERLINE AND 7.5 FT
 LG1234'(2.3 M) SOUTHEAST OF A TAXIWAY LIGHT AT THE CURVE IN PAVING. STATION
 LG1234'IS A STAINLESS STEEL ROD BENEATH A FIVE-INCH LOGO CAP SURROUNDED BY
 LG1234'CONCRETE AND STAMPED POTTER OLSON AZ MK 1989.  NOTE- 1 METER (3.3 FT)
 LG1234'PVC SLEEVE AROUND ROD FOR HORIZONTAL (NOT VERTICAL) STABILITY.
 LG1234'NEBRASKA HAS A MAXIMUM FROST HEAVE OF 1 METER.
 LG1234
 LG1234                          STATION RECOVERY (1995)
 LG1234
 LG1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 LG1234'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) EAST-SOUTHEAST OF GRAND
 LG1234'ISLAND, 1.6 MI (2.6 KM) NORTH OF AURORA, AT THE AURORA MUNICIPAL
 LG1234'AIRPORT AND IN THE GRASS MEDIAN NEAR THE APPROACH END OF RUNWAY 16.
 LG1234'OWNERSHIP--AURORA AIRPORT AUTHORITY, BOX 185, AURORA NE 68818. AIRPORT
 LG1234'MANAGER IS DALE TRAUDT, PHONE (402) 694-3144.  TO REACH THE STATION
 LG1234'FROM THE INTERSECTION OF US HIGHWAY 34 AND STATE HIGHWAY 14 IN AURORA,
 LG1234'GO NORTH ON STATE HIGHWAY 14 FOR 1.4 MI (2.3 KM) TO A ROAD RIGHT, TURN
 LG1234'RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO
 LG1234'THE APRON, BEAR LEFT AND GO NORTHEAST ACROSS THE APRON FOR 0.1 MI (0.2
 LG1234'KM) TO THE JUNCTION OF A CONNECTOR TAXIWAY AND A PARALLEL TAXIWAY,
 LG1234'TURN LEFT AND GO NORTH ON THE PARALLEL TAXIWAY FOR 0.4 MI (0.6 KM) TO
 LG1234'A TURN IN THE TAXIWAY AND THE STATION ON THE RIGHT.  THE STATION IS
 LG1234'156.0 FT (47.5 M) WEST OF THE RUNWAY CENTER, 56.0 FT (17.1 M) SOUTH OF
 LG1234'THE CONNECTOR TAXIWAY CENTER, 44.7 FT (13.6 M) EAST OF THE PARALLEL
 LG1234'TAXIWAY CENTER AND 7.5 FT (2.3 M) SOUTHEAST OF A TAXIWAY LIGHT.  THIS
 LG1234'STATION TO BE USED AS SACS.
 LG1234
 LG1234                          STATION RECOVERY (1997)
 LG1234
 LG1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LG1234'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 LG1234
 LG1234                          STATION RECOVERY (2004)
 LG1234
 LG1234'RECOVERY NOTE BY NATIONAL DEPARTMENT OF AERONAUTICS 2004 (JS)
 LG1234'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0492 ***********************************************************************
 LJ0492  DESIGNATION -  POWELL
 LJ0492  PID         -  LJ0492
 LJ0492  STATE/COUNTY-  NE/HITCHCOCK
 LJ0492  USGS QUAD   -  MAX SE (1962)
 LJ0492
 LJ0492                         *CURRENT SURVEY CONTROL
 LJ0492  ___________________________________________________________________
 LJ0492* NAD 83(1995)-  40 00 22.55762(N)    101 17 34.65015(W)     ADJUSTED  
 LJ0492* NAVD 88     -       974.     (meters)    3196.     (feet)  SCALED    
 LJ0492  ___________________________________________________________________
 LJ0492  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 LJ0492  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 LJ0492
 LJ0492  HORZ ORDER  -  FIRST
 LJ0492
 LJ0492.The horizontal coordinates were established by classical geodetic methods
 LJ0492.and adjusted by the National Geodetic Survey in August 1997..
 LJ0492
 LJ0492.The orthometric height was scaled from a topographic map.
 LJ0492
 LJ0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0492
 LJ0492.The geoid height was determined by GEOID03.
 LJ0492
 LJ0492;                    North         East     Units Scale Factor Converg.
 LJ0492;SPC NE       -    20,027.455   389,603.817   MT  0.99999717   -0 51 24.6
 LJ0492;SPC KS N     -   190,837.552   118,876.946   MT  1.00004378   -2 05 00.6
 LJ0492;UTM  14      - 4,430,971.082   304,282.483   MT  1.00007158   -1 28 28.4
 LJ0492
 LJ0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0492!SPC NE       -   0.99985086  x   0.99999717  =   0.99984803
 LJ0492!SPC KS N     -   0.99985086  x   1.00004378  =   0.99989464
 LJ0492!UTM  14      -   0.99985086  x   1.00007158  =   0.99992243
 LJ0492
 LJ0492|---------------------------------------------------------------------|
 LJ0492| PID    Reference Object                     Distance      Geod. Az  |
 LJ0492|                                                           dddmmss.s |
 LJ0492| CP8422 POWELL RM 1                          30.512 METERS 00117     |
 LJ0492| CP8421 POWELL AZ MK                                       0811050.4 |
 LJ0492| LJ0491 LINE                                443.208 METERS 2002540.5 |
 LJ0492| CP8423 POWELL RM 2                          30.060 METERS 26331     |
 LJ0492| LJ0493 BUNNING                             APPROX.13.8 KM 2723351.1 |
 LJ0492|---------------------------------------------------------------------|
 LJ0492
 LJ0492                          SUPERSEDED SURVEY CONTROL
 LJ0492
 LJ0492  NAD 83(1986)-  40 00 22.55792(N)    101 17 34.65280(W) AD(       ) 1
 LJ0492  NAD 27      -  40 00 22.56400(N)    101 17 33.07200(W) AD(       ) 1
 LJ0492
 LJ0492.Superseded values are not recommended for survey control.
 LJ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0492.See file dsdata.txt to determine how the superseded data were derived.
 LJ0492
 LJ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK0428230971(NAD 83)
 LJ0492_MARKER: DS = TRIANGULATION STATION DISK
 LJ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0492
 LJ0492  HISTORY     - Date     Condition        Report By
 LJ0492  HISTORY     - 1935     MONUMENTED       CGS
 LJ0492  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LJ0492
 LJ0492                          STATION DESCRIPTION
 LJ0492
 LJ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0492'STATION IS 10 MILES SOUTH AND 3 MILES WEST OF STRATTON,
 LJ0492'NEBRASKA, IN THE NW 1/4 SE 1/4 OF SEC. 32, T. 1 N., R. 35 W., ON
 LJ0492'A HIGH PROMINENT CULTIVATED KNOLL, 1/4 MILE NORTH OF THE GRADED
 LJ0492'STATE-LINE ROAD, 1/3 MILE WEST OF A GRADED ROAD, 100 YARDS
 LJ0492'SOUTH OF THE FARM BUILDINGS OF BERNARD POWELL, 6 INCHES EAST
 LJ0492'OF A NORTH-SOUTH WOVEN-WIRE FENCE, 10 FEET NORTH OF A RED
 LJ0492'BOARD GATE AND PROJECTS 4 INCHES.
 LJ0492'
 LJ0492'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 1
 LJ0492'FOOT EAST OF THE SAME NORTH-SOUTH FENCE THAT PASSES THE
 LJ0492'STATION AND PROJECTS 4 INCHES.
 LJ0492'
 LJ0492'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1
 LJ0492'FOOT NORTHEAST OF A LONE SOUTHWEST FENCE-CORNER POST AND
 LJ0492'PROJECTS 4 INCHES.
 LJ0492'
 LJ0492'AZIMUTH MARK IS EAST OF THE STATION, 21 FEET WEST
 LJ0492'OF THE CENTERLINE OF A GRADED NORTH-SOUTH ROAD, 1 FOOT WEST
 LJ0492'OF A NORTH-SOUTH FENCE LINE, 30 FEET NORTH OF A NORTH GATEPOST
 LJ0492'AND PROJECTS 2 INCHES.
 LJ0492'
 LJ0492'A 10-FOOT STAND CLEARS ALL LINES.
 LJ0492
 LJ0492                          STATION RECOVERY (1951)
 LJ0492
 LJ0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0492'THE STATION WAS RECOVERED AND AT THE REQUEST OF THE LAND OWNER,
 LJ0492'THE SURFACE STATION MARK AND BOTH REFERENCE MARKS WERE REMOVED.
 LJ0492'THE AZIMUTH MARK HAD BEEN PREVIOUSLY DESTROYED.
 LJ0492'
 LJ0492'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0492'
 LJ0492'THE SUB-SURFACE STATION MARK IS LOCATED ABOUT 16.0 MILES
 LJ0492'NORTH-NORTHWEST OF MC DONALD, KANSAS AND ABOUT 9.0 MILES
 LJ0492'SOUTH-SOUTHWEST OF STRATTON, NEBRASKA NEAR THE NORTH EDGE OF
 LJ0492'A CULTIVATED FIELD, 175 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 LJ0492'CORNER OF THE WOODEN GRANARY THAT IS IN THE SOUTH EDGE OF
 LJ0492'FARM YARD.  IT IS STAMPED POWELL 1935 AND IS 30 INCHES BELOW
 LJ0492'THE GROUND SURFACE.
 LJ0492'
 LJ0492'TO REACH THE STATION FROM THE POST OFFICE IN MC DONALD, KANSAS,
 LJ0492'GO NORTH ON GRAVELED ROAD FOR 7.0 MILES TO A CROSSROAD, TURN
 LJ0492'RIGHT AND GO EAST FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND
 LJ0492'GO NORTH AND EAST FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND
 LJ0492'GO NORTH FOR 1.0 MILE TO POINT WHERE ROAD TURNS EAST, TURN
 LJ0492'RIGHT AND GO EAST FOR 0.5 MILE TO A T ROAD LEFT, TURN LEFT AND
 LJ0492'GO NORTH ON DIRT ROAD FOR 3.0 MILES TO A T INTERSECTION.
 LJ0492'TURN RIGHT AND GO EAST FOR 1.5 MILES TO POINT WHERE ROAD TURNS
 LJ0492'NORTH, TURN LEFT AND GO NORTHEAST AND EAST FOR 3.65 MILES TO
 LJ0492'A T INTERSECTION, TURN LEFT AND GO NORTH FOR 0.35 MILE TO A
 LJ0492'DRIVEWAY INTO FARM YARD ON LEFT.  TURN LEFT ON DRIVEWAY AND GO
 LJ0492'WEST FOR 0.4 MILE TO FARM BUILDINGS AND STATION JUST SOUTH IN
 LJ0492'FIELD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0512 ***********************************************************************
 LF0512  DESIGNATION -  PP 267
 LF0512  PID         -  LF0512
 LF0512  STATE/COUNTY-  NE/RICHARDSON
 LF0512  USGS QUAD   -  VERDON (1966)
 LF0512
 LF0512                         *CURRENT SURVEY CONTROL
 LF0512  ___________________________________________________________________
 LF0512* NAD 83(1986)-  40 09 48.     (N)    095 43 21.     (W)     SCALED    
 LF0512* NAVD 88     -       284.944  (meters)     934.85   (feet)  ADJUSTED  
 LF0512  ___________________________________________________________________
 LF0512  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LF0512  DYNAMIC HT  -         284.787 (meters)     934.34  (feet)  COMP
 LF0512  MODELED GRAV-     980,064.9   (mgal)                       NAVD 88
 LF0512
 LF0512  VERT ORDER  -  SECOND    CLASS 0
 LF0512
 LF0512.The horizontal coordinates were scaled from a topographic map and have
 LF0512.an estimated accuracy of +/- 6 seconds.
 LF0512
 LF0512.The orthometric height was determined by differential leveling
 LF0512.and adjusted by the National Geodetic Survey in June 1991..
 LF0512
 LF0512.The geoid height was determined by GEOID03.
 LF0512
 LF0512.The dynamic height is computed by dividing the NAVD 88
 LF0512.geopotential number by the normal gravity value computed on the
 LF0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0512.degrees latitude (g = 980.6199 gals.).
 LF0512
 LF0512.The modeled gravity was interpolated from observed gravity values.
 LF0512
 LF0512;                    North         East    Units  Estimated Accuracy
 LF0512;SPC NE       -    45,650.      864,230.      MT  (+/- 180 meters Scaled)
 LF0512
 LF0512                          SUPERSEDED SURVEY CONTROL
 LF0512
 LF0512  NGVD 29 (??/??/92)  284.876  (m)          934.63   (f) ADJ UNCH    2 0
 LF0512
 LF0512.Superseded values are not recommended for survey control.
 LF0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0512.See file dsdata.txt to determine how the superseded data were derived.
 LF0512
 LF0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE681494(NAD 83)
 LF0512_MARKER: DB = BENCH MARK DISK
 LF0512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0512_SP_SET: CULVERT
 LF0512_STAMPING: PP 267 1947
 LF0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0512
 LF0512  HISTORY     - Date     Condition        Report By
 LF0512  HISTORY     - 1947     MONUMENTED       CGS
 LF0512  HISTORY     - 1980     GOOD             LOCSUR
 LF0512
 LF0512                          STATION DESCRIPTION
 LF0512
 LF0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0512'1.1 MI NW FROM VERDON.
 LF0512'1.1 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0512'STATION AT VERDON, FOUR POLES NORTH OF MILE POST 395-30, 14.0
 LF0512'FEET NORTHEAST OF AND ABOUT 7.0 FEET LOWER THAN THE CENTER LINE
 LF0512'OF THE TRACK, ON TOP OF THE NORTHWEST END OF THE NORTHEAST
 LF0512'HEADWALL OF A CONCRETE BOX CULVERT AND SET IN A DRILL HOLE.
 LF0512
 LF0512                          STATION RECOVERY (1980)
 LF0512
 LF0512'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1910 ***********************************************************************
 MK1910  DESIGNATION -  PRAIRIE
 MK1910  PID         -  MK1910
 MK1910  STATE/COUNTY-  NE/MERRICK
 MK1910  USGS QUAD   -  MONROE (1958)
 MK1910
 MK1910                         *CURRENT SURVEY CONTROL
 MK1910  ___________________________________________________________________
 MK1910* NAD 83(1995)-  41 22 51.78812(N)    097 36 58.82631(W)     ADJUSTED  
 MK1910* NAVD 88     -       473.2    (meters)    1552.     (feet)  VERTCON   
 MK1910  ___________________________________________________________________
 MK1910  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 MK1910  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 MK1910
 MK1910  HORZ ORDER  -  FIRST
 MK1910
 MK1910.The horizontal coordinates were established by classical geodetic methods
 MK1910.and adjusted by the National Geodetic Survey in August 1997..
 MK1910
 MK1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1910
 MK1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1910
 MK1910.The geoid height was determined by GEOID03.
 MK1910
 MK1910;                    North         East     Units Scale Factor Converg.
 MK1910;SPC NE       -   174,583.415   699,297.319   MT  0.99966096   +1 34 46.7
 MK1910;UTM  14      - 4,581,982.484   615,696.545   MT  0.99976473   +0 54 53.2
 MK1910
 MK1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1910!SPC NE       -   0.99992974  x   0.99966096  =   0.99959073
 MK1910!UTM  14      -   0.99992974  x   0.99976473  =   0.99969449
 MK1910
 MK1910|---------------------------------------------------------------------|
 MK1910| PID    Reference Object                     Distance      Geod. Az  |
 MK1910|                                                           dddmmss.s |
 MK1910| CN9509 PRAIRIE RM 1                         21.068 METERS 05920     |
 MK1910| CN9508 PRAIRIE AZ MK                                      0894722.3 |
 MK1910| CN9510 PRAIRIE RM 2                         24.135 METERS 26310     |
 MK1910| MK1909 PRAIRIE RM A                         43.978 METERS 28259     |
 MK1910| MK1947 MONROE RM 3                         APPROX.14.5 KM 3573801.6 |
 MK1910|---------------------------------------------------------------------|
 MK1910
 MK1910                          SUPERSEDED SURVEY CONTROL
 MK1910
 MK1910  NAD 83(1986)-  41 22 51.79734(N)    097 36 58.83061(W) AD(       ) 1
 MK1910  NAD 27      -  41 22 51.74745(N)    097 36 57.64907(W) AD(       ) 1
 MK1910  NGVD 29 (07/19/86)  473.0    (m)         1552.     (f) VERT ANG       
 MK1910
 MK1910.Superseded values are not recommended for survey control.
 MK1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1910.See file dsdata.txt to determine how the superseded data were derived.
 MK1910
 MK1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1569781982(NAD 83)
 MK1910_MARKER: DS = TRIANGULATION STATION DISK
 MK1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1910_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1910
 MK1910  HISTORY     - Date     Condition        Report By
 MK1910  HISTORY     - 1966     MONUMENTED       CGS
 MK1910  HISTORY     - 1972     GOOD             NGS
 MK1910
 MK1910                          STATION DESCRIPTION
 MK1910
 MK1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1910'STATION IS LOCATED ABOUT 15 MILES NORTH OF OSCEOLA, ABOUT 6-1/2
 MK1910'MILES SOUTH OF MONROE, ABOUT 6 MILES WEST OF DUNCAN AND ABOUT 5
 MK1910'MILES NORTH-NORTHWEST OF SILVER CREEK.  IT IS ON ROAD-RIGHT-OF-WAY,
 MK1910'NEAR THE INTERSECTION OF SEC. 1,2,11, AND 12 T.16 N., R. 3 W.
 MK1910'THE STATION IS 80 FEET WEST OF THE WEST END OF WIRE GATE, 20 FEET
 MK1910'SOUTH OF THE APPROXIMATE CENTER OF TRACK ROAD, 11 FEET
 MK1910'NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 10
 MK1910'1/2 FEET NORTH OF AN EAST-WEST FENCELINE.  THE STATION IS
 MK1910'MARKED BY A STANDARD TRIANGULATION STATION DISK SET IN
 MK1910'THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS SET
 MK1910'FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED PRAIRIE
 MK1910'1966.
 MK1910'
 MK1910'TO REACH THE STATION FROM THE RAILROAD STATION IN SILVER CREEK, GO
 MK1910'NORTHEAST ON US HIGHWAY 30 FOR 3.8 MILES TO A GRAVELED SIDE ROAD
 MK1910'LEFT.  TURN LEFT AND GO NORTH, CROSSING RAILROAD TRACKS.  CONTINUE
 MK1910'NORTH ON GRAVELED ROAD FOR 2.5 MILES TO A TRACK ROAD ON THE LEFT
 MK1910'AND A GRAVELED ROAD ON THE RIGHT.  TURN LEFT ON TRACK ROAD AND GO
 MK1910'WEST FOR 0.25 MILE TO AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF
 MK1910'ROAD.  CONTINUE WEST ON TRACK ROAD FOR 0.65 MILE TO STATION AS
 MK1910'DESCRIBED.
 MK1910'
 MK1910'AZIMUTH MARK IS 14 FEET NORTH OF TRACK ROAD, 1.6 FEET WEST OF METAL
 MK1910'WITNESS POST WITH SIGN ATTACHED AND 1 FOOT SOUTH OF AN EAST-WEST
 MK1910'FENCELINE.  IT IS MARKED BY A STANDARD TRIANGULATION AZIMUTH MARK
 MK1910'DISK, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 MK1910'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 MK1910'STAMPED PRAIRIE 1966.
 MK1910'
 MK1910'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF
 MK1910'TRACK ROAD, 19 FEET EAST-NORTHEAST OF A 24 INCH ELM TREE AND 1 FOOT
 MK1910'NORTH OF AN EAST-WEST FENCELINE.  IT IS MARKED BY A STANDARD
 MK1910'TRIANGULATION REFERENCE MARK DISK, SET IN THE TOP OF A 12 INCH
 MK1910'CONCRETE CYLINDER MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 MK1910'SURFACE OF THE GROUND.  THE DISK IS STAMPED PRAIRIE NO 2 1966.
 MK1910'
 MK1910'REFERENCE MARK NO. 1 IS 26-1/2 FEET WEST OF THE WEST END OF A WIRE
 MK1910'GATE, 18 FEET NORTH OF THE APPROXIMATE CENTER OF TRACK ROAD, 5-1/2
 MK1910'FEET SOUTH OF AN EAST-WEST FENCELINE AND 1 FOOT SOUTH OF A SMALL
 MK1910'ELM TREE.  IT IS MARKED BY A STANDARD TRIANGULATION REFERENCE MARK
 MK1910'DISK, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 MK1910'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 MK1910'STAMPED PRAIRIE NO 1 1966.
 MK1910'
 MK1910'DISTANCE BETWEEN RM NO. 1 AND RM NO. 2 IS 145.17 FEET OR (44.248)
 MK1910'METERS.
 MK1910'
 MK1910'HEIGHT OF LIGHT ABOVE STATION MARK 22.22 METERS.
 MK1910
 MK1910                          STATION RECOVERY (1972)
 MK1910
 MK1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MK1910'THE STATION MARK, RM A STATION MARK, REFERENCE MARKS 1, 2 AND THE
 MK1910'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MK1910'DISTANCE AND DIRECTION TO ALL MARKS COMPARED FAVORABLY WITH THE 1966
 MK1910'OBSERVATIONS.  A NEW DESCRIPTION FOLLOWS.
 MK1910'
 MK1910'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF OSCEOLA, 8 MILES
 MK1910'SOUTHEAST OF GENCA, 6.5 MILES SOUTH OF MONROE, 5 MILES
 MK1910'NORTH-NORTHWEST OF SILVER CREEK AND ON ROAD RIGHT OF WAY PROPERTY.
 MK1910'
 MK1910'TO REACH THE STATION FROM THE POST OFFICE IN SILVER CREEK GO NORTH
 MK1910'ON PAVED ROAD FOR 0.05 MILE TO U.S. HIGHWAY 30.  TURN RIGHT AND
 MK1910'GO NORTHEAST ON U.S. HIGHWAY 30 FOR 3.85 MILES TO A SIDE ROAD LEFT.
 MK1910'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 2.6 MILES TO A
 MK1910'CROSSROAD.  TURN LEFT AND GO WEST ON TRACK ROAD FOR 0.2 MILE TO
 MK1910'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON TRACK ROAD FOR
 MK1910'0.7 MILE TO THE STATION ON THE LEFT.
 MK1910'
 MK1910'THE STATION MARK IS A STANDARD DISK STAMPED PRAIRIE 1966, SET IN
 MK1910'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MK1910'GROUND.  IT IS 17 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 11
 MK1910'FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND A FENCE.
 MK1910'
 MK1910'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PRAIRIE NO 1 1966, SET
 MK1910'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2
 MK1910'INCHES ABOVE THE GROUND.  IT IS 75 FEET NORTHEAST OF THE METAL
 MK1910'WITNESS POST WITH SIGN ATTACHED, 26 FEET WEST OF A GATE, 18 FEET
 MK1910'NORTH OF THE CENTER OF THE TRACK ROAD AND 5 FEET SOUTH OF A
 MK1910'FENCE.
 MK1910'
 MK1910'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PRAIRIE NO 2 1966, SET
 MK1910'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 MK1910'INCHES ABOVE THE GROUND.  IT IS 77 FEET WEST OF THE METAL WITNESS
 MK1910'POST WITH SIGN ATTACHED, 28 FEET SOUTH OF THE CENTER OF THE TRACK
 MK1910'ROAD AND 1 FOOT NORTH OF THE FENCE.
 MK1910'
 MK1910'THE MARK IS A STANDARD STATION DISK STAMPED PRAIRIE RM A 1966, SET
 MK1910'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 MK1910'THE GROUND.  IT IS 142 FEET WEST-NORTHWEST OF THE METAL WITNESS
 MK1910'POST WITH SIGN ATTACHED, 15 FEET NORTH OF THE CENTER OF THE TRACK
 MK1910'ROAD AND 11 FEET SOUTH OF THE FENCE.
 MK1910'
 MK1910'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PRAIRIE 1966, SET IN THE
 MK1910'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 MK1910'ABOVE THE GROUND.  IT IS 1.6 FEET WEST OF A METAL WITNESS POST.
 MK1910'
 MK1910'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 MK1910'NORTH-NORTHWEST OF SILVER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0613 ***********************************************************************
 NN0613  DESIGNATION -  PRAIRIE
 NN0613  PID         -  NN0613
 NN0613  STATE/COUNTY-  NE/HOLT
 NN0613  USGS QUAD   -  DORSEY SW (1954)
 NN0613
 NN0613                         *CURRENT SURVEY CONTROL
 NN0613  ___________________________________________________________________
 NN0613* NAD 83(1995)-  42 32 29.54776(N)    098 27 34.32650(W)     ADJUSTED  
 NN0613* NAVD 88     -       595.7    (meters)    1954.     (feet)  VERTCON   
 NN0613  ___________________________________________________________________
 NN0613  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 NN0613  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 NN0613
 NN0613  HORZ ORDER  -  FIRST
 NN0613
 NN0613.The horizontal coordinates were established by classical geodetic methods
 NN0613.and adjusted by the National Geodetic Survey in August 1997..
 NN0613
 NN0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0613
 NN0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0613
 NN0613.The geoid height was determined by GEOID03.
 NN0613
 NN0613;                    North         East     Units Scale Factor Converg.
 NN0613;SPC NE       -   301,823.715   626,511.645   MT  0.99982220   +1 01 15.1
 NN0613;UTM  14      - 4,710,047.276   544,378.558   MT  0.99962423   +0 21 55.5
 NN0613
 NN0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0613!SPC NE       -   0.99991050  x   0.99982220  =   0.99973271
 NN0613!UTM  14      -   0.99991050  x   0.99962423  =   0.99953476
 NN0613
 NN0613                          SUPERSEDED SURVEY CONTROL
 NN0613
 NN0613  NAD 83(1986)-  42 32 29.55428(N)    098 27 34.33085(W) AD(       ) 1
 NN0613  NAD 27      -  42 32 29.54900(N)    098 27 33.03400(W) AD(       ) 1
 NN0613  NGVD 29 (07/19/86)  595.5    (m)         1954.     (f) VERT ANG       
 NN0613
 NN0613.Superseded values are not recommended for survey control.
 NN0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0613.See file dsdata.txt to determine how the superseded data were derived.
 NN0613
 NN0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4437910047(NAD 83)
 NN0613_MARKER: V = STONE MONUMENT
 NN0613_SETTING: 0 = UNSPECIFIED SETTING
 NN0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0613
 NN0613  HISTORY     - Date     Condition        Report By
 NN0613  HISTORY     - 1900     MONUMENTED       CGS
 NN0613  HISTORY     - 1935     MARK NOT FOUND   CGS
 NN0613  HISTORY     - 1935     MARK NOT FOUND   CGS
 NN0613  HISTORY     - 1940     SEE DESCRIPTION  CGS
 NN0613
 NN0613                          STATION DESCRIPTION
 NN0613
 NN0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (FDG)
 NN0613'THIS STATION IS IN THE SOUTHWEST QUARTER SEC. 26, T. 30 N., R. 10
 NN0613'W.  10 MILES NORTH AND 2 MILES WEST OF PAGE, AND ABOUT 12 MILES
 NN0613'NORTHEAST OF O NEILL, ON THE OPEN PRAIRIE, ON THE SUMMIT OF A
 NN0613'SMALL ELEVATION WHICH RISES ABOUT 15 FEET ABOVE THE GENERAL
 NN0613'LEVEL.  THERE IS ANOTHER SIMILAR SUMMIT TO THE SOUTHEASTWARD
 NN0613'OF THE STATION AND WITHIN ABOUT 1,000 FEET.  THE BEARINGS AND
 NN0613'DISTANCES TO CERTAIN POINTS ARE--TO THE SOUTHWEST CORNER OF
 NN0613'SECTION 26, S 27 DEG 04 MIN W, ABOUT 1,530 FEET TO THE STANDPIPE
 NN0613'AT O NEILL, S 59 DEG 56 MIN W.  TO SANTONS HOUSE, N 79 DEG 06 MIN W.
 NN0613'1 MILE.  TO THE CHIMNEY OF EVANS HOUSE N 42 DEG 25 MIN W.
 NN0613'2 MILES.  TO THE CUPOLA OF BARN ON SHEEP RANCH,
 NN0613'N 95 DEG 21 MIN E, 2.2 MILES.
 NN0613'
 NN0613'THE UNDERGROUND MARK AT THIS STATION IS A STONE OR EARTHENWARE
 NN0613'CROCK BURIED BOTTOM UP AT BETWEEN 2 AND 3.6 FEET BELOW THE
 NN0613'SURFACE OF THE GROUND.  IN ITS BOTTOM IS A SMALL DRILLED
 NN0613'HOLE AND SOMETIMES A CROSS.  THE SURFACE MARK IS A MARBLE POST
 NN0613'8 INCHES SQUARE AND 2.3 TO 2.6 FEET LONG PLACED WITH ITS TOP
 NN0613'FLUSH WITH THE SURFACE OF THE GROUND.  IN ITS TOP ARE CUT TWO
 NN0613'V-SHAPED GROOVES AND THE LETTERS U.S.C.S.
 NN0613
 NN0613                          STATION RECOVERY (1935)
 NN0613
 NN0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0613'ABOUT 9 MILES NORTH AND 2 MILES WEST OF PAGE.  STATION WAS NOT
 NN0613'RECOVERED, ALTHOUGH A DAY WAS SPENT IN ATTEMPT.  SOME OF THE
 NN0613'OLD RESIDENTS RECALLED THE EXISTENCE OF THE OBSERVATION PLATFORM
 NN0613'BUT DID NOT REMEMBER THE STONE POST AND COULD NOT POINT OUT THE
 NN0613'EXACT SPOT.  THE TOP OF HILL IS RATHER FLAT, MARKING A RATHER
 NN0613'LARGE SPACE WITHIN WHICH THE STATION MIGHT HAVE BEEN LOCATED.
 NN0613'I WENT OVER A LARGE AREA WITH A SHARP ROD, PROBING DOWN ABOUT
 NN0613'3-1/2 FEET INTO THE SOFT SAND.  I FOUND TWO FRAGMENTS OF
 NN0613'EARTHENWARE ON THE HILL.  THIS MIGHT INDICATE THAT THE UNDERGROUND
 NN0613'MARK AS WELL AS THE SURFACE MARK HAS BEEN DESTROYED.
 NN0613'
 NN0613'THE LAND IS NOW OWNED BY MORRIS KUOLS OF BELDEN, NEBR., AND IS
 NN0613'RENTED BY JAMES VANVERY WHO LIVES ACROSS THE ROAD IN SEC. 27.
 NN0613
 NN0613                          STATION RECOVERY (1935)
 NN0613
 NN0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 NN0613'STATION NOT RECOVERED.  IN OPEN PRAIRIE, ON SUMMIT OF SMALL
 NN0613'ELEVATION, WHICH RISES ABOUT 15 FEET ABOVE THE GENERAL LEVEL
 NN0613'AND ABOUT 1,000 FEET NORTHWEST OF ANOTHER SIMILAR SUMMIT.  THE
 NN0613'PROPERTY IS NOW OWNED BY MR. MORRIS KUOLS OF BELDEN, NEBRASKA
 NN0613'AND OCCUPIED BY MR. JAMES VANEVERY, WHO LIVES ACROSS THE ROAD IN
 NN0613'SECTION 27.  THE ORIGINAL STATION MARK WAS AN 8- BY 8-INCH
 NN0613'MARBLE POST 2.5 FEET LONG, AS SURFACE MARK, AND THE UNDERGROUND
 NN0613'MARK, AN EARTHENWARE MILK CROCK WITH SMALL DRILL HOLE IN
 NN0613'BOTTOM.  THE APPROXIMATE SITE OF STATION WAS IDENTIFIED BY
 NN0613'AZIMUTHS FROM STATION AND MUCH PRODDING WAS DONE, BUT
 NN0613'STATION MARK 3.5 FEET BELOW GROUND WAS NOT FOUND.  THE
 NN0613'SURFACE MARK WAS REMOVED SOME YEARS AGO, IT WAS LEARNED BY
 NN0613'LOCAL PEOPLE, AND SEVERAL FRAGMENTS OF EARTHENWARE WERE
 NN0613'FOUND WHICH INDICATES THAT EVEN THE UNDERGROUND MARK WAS
 NN0613'DESTROYED.  THIS STATION CAN BEST BE REACHED BY GOING TO
 NN0613'PAGE, THEN DUE NORTH ON SECTION-LINE ROAD FOR 10 MILES, THEN
 NN0613'WEST 2 MILES.
 NN0613'
 NN0613'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
 NN0613
 NN0613                          STATION RECOVERY (1940)
 NN0613
 NN0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0613'A NEW STATION, PRAIRIE 2, WAS ESTABLISHED NEAR THE OLD STATION
 NN0613'PRAIRIE AND WITH THE DATE THUS OBTAINED, A SEARCH WAS MADE FOR
 NN0613'THE SUBSURFACE MARK, WHICH WAS AN EARTHENWARE MILE CROCK WITH A
 NN0613'DRILL HOLE IN THE CENTER OF THE BOTTOM.  PARTS OF THE CROCK
 NN0613'WERE FOUND SCATTERED THROUGH THE SAND, BUT THE POSITION OF THE
 NN0613'OLD STATION IS DEFINITELY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1109 ***********************************************************************
 LG1109  CBN         -  This is a Cooperative Base Network Control Station.
 LG1109  DESIGNATION -  PRAIRIE
 LG1109  PID         -  LG1109
 LG1109  STATE/COUNTY-  NE/LANCASTER
 LG1109  USGS QUAD   -  WALTON (1980)
 LG1109
 LG1109                         *CURRENT SURVEY CONTROL
 LG1109  ___________________________________________________________________
 LG1109* NAD 83(1995)-  40 52 15.28917(N)    096 31 42.85383(W)     ADJUSTED  
 LG1109* NAVD 88     -       394.9    (meters)    1296.     (feet)  GPS OBS   
 LG1109  ___________________________________________________________________
 LG1109  X           -    -549,194.314 (meters)                     COMP
 LG1109  Y           -  -4,798,939.780 (meters)                     COMP
 LG1109  Z           -   4,151,834.984 (meters)                     COMP
 LG1109  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 LG1109  ELLIP HEIGHT-         368.94  (meters)          (09/24/01) GPS OBS
 LG1109  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 LG1109
 LG1109  HORZ ORDER  -  B
 LG1109  ELLP ORDER  -  FOURTH    CLASS I
 LG1109
 LG1109.The horizontal coordinates were established by GPS observations
 LG1109.and adjusted by the National Geodetic Survey in June 1996..
 LG1109
 LG1109.The orthometric height was determined by GPS observations and a
 LG1109.high-resolution geoid model.
 LG1109
 LG1109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1109
 LG1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1109
 LG1109.The ellipsoidal height was determined by GPS observations
 LG1109.and is referenced to NAD 83.
 LG1109
 LG1109.The geoid height was determined by GEOID03.
 LG1109
 LG1109;                    North         East     Units Scale Factor Converg.
 LG1109;SPC NE       -   121,072.204   792,477.774   MT  0.99971955   +2 18 01.8
 LG1109;UTM  14      - 4,527,367.587   708,265.393   MT  1.00013389   +1 37 04.0
 LG1109
 LG1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1109!SPC NE       -   0.99994213  x   0.99971955  =   0.99966170
 LG1109!UTM  14      -   0.99994213  x   1.00013389  =   1.00007601
 LG1109
 LG1109|---------------------------------------------------------------------|
 LG1109| PID    Reference Object                     Distance      Geod. Az  |
 LG1109|                                                           dddmmss.s |
 LG1109| CL8204 PRAIRIE RM 1                         31.870 METERS 09242     |
 LG1109| CL8205 PRAIRIE RM 2                         21.754 METERS 18336     |
 LG1109| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.16.0 KM 2441447.1 |
 LG1109| CL8206 PRAIRIE RM 3                         12.044 METERS 26119     |
 LG1109| CL8203 PRAIRIE AZ MK                                      2671623.6 |
 LG1109|---------------------------------------------------------------------|
 LG1109
 LG1109                          SUPERSEDED SURVEY CONTROL
 LG1109
 LG1109  ELLIP H (06/25/96)  369.00   (m)                       GP(       ) 1 1
 LG1109  NAD 83(1986)-  40 52 15.29999(N)    096 31 42.85357(W) AD(       ) 2
 LG1109  NAD 27      -  40 52 15.30242(N)    096 31 41.82113(W) AD(       ) 2
 LG1109
 LG1109.Superseded values are not recommended for survey control.
 LG1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1109.See file dsdata.txt to determine how the superseded data were derived.
 LG1109
 LG1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0826527368(NAD 83)
 LG1109_MARKER: DS = TRIANGULATION STATION DISK
 LG1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1109_STAMPING: PRAIRIE 1961
 LG1109_MARK LOGO: CGS   
 LG1109_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LG1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1109+STABILITY: SURFACE MOTION
 LG1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1109+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1995
 LG1109
 LG1109  HISTORY     - Date     Condition        Report By
 LG1109  HISTORY     - 1961     MONUMENTED       CGS
 LG1109  HISTORY     - 1976     GOOD             NGS
 LG1109  HISTORY     - 1981     GOOD             LOCENG
 LG1109  HISTORY     - 19950818 GOOD             NE-109
 LG1109
 LG1109                          STATION DESCRIPTION
 LG1109
 LG1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1109'THE STATION IS 3/4 MILE NORTHWEST OF PRAIRIE HOME, IN THE SE 1/4
 LG1109'SEC. 33, T. 11 N., R. 8 E., UPON THE NORTH RIGHT-OF-WAY OF AN
 LG1109'EAST-WEST GRAVELED ROAD AND AT FILLED ENTRANCES ON THE NORTH
 LG1109'AND SOUTH SIDES OF THE ROAD.
 LG1109'
 LG1109'TO REACH THE STATION FROM THE POST OFFICE IN PRAIRIE HOME, DRIVE
 LG1109'NORTH FOR 0.45 MILE TO A CROSS ROAD.  TURN LEFT AND DRIVE
 LG1109'WEST FOR 0.4 MILE TO THE SUMMIT OF A RISE AND THE STATION ON
 LG1109'THE RIGHT.
 LG1109'
 LG1109'THE SURFACE-STATION MARK, A STANDARD DISK STAMPED PRAIRIE 1961,
 LG1109'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE
 LG1109'TOP, FLUSH WITH THE GROUND SURFACE.  IT IS 78.0 FEET NORTH
 LG1109'OF A METAL WITNESS POST WITH SIGN AND 40 FEET NORTH OF THE
 LG1109'CENTER OF THE GRAVELED ROAD.
 LG1109'
 LG1109'THE UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED PRAIRIE
 LG1109'1961, IS SET IN THE TOP OF A MASS OF CONCRETE 42 INCHES
 LG1109'BELOW THE SURFACE OF THE GROUND.
 LG1109'
 LG1109'REFERENCE MARK 1, A STANDARD DISK STAMPED PRAIRIE NO 1 1961,
 LG1109'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT
 LG1109'THE TOP, FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 33.0 FEET
 LG1109'NORTH OF THE CENTER OF THE GRAVELED ROAD AND ABOUT 4-1/2 FEET
 LG1109'LOWER IN ELEVATION THAN THE STATION MARK.
 LG1109'
 LG1109'REFERENCE MARK 2, A STANDARD DISK STAMPED PRAIRIE NO 2 1961,
 LG1109'IS SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE
 LG1109'TOP, 2 INCHES BELOW THE SURROUNDING GROUND SURFACE.  IT IS
 LG1109'32.0 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 2.3 FEET
 LG1109'WEST-NORTHWEST OF THE METAL WITNESS POST WITH SIGN.
 LG1109'
 LG1109'THE PICTURE POINT IS THE CENTER OF THE EAST-WEST GRAVELED ROAD
 LG1109'AT ITS INTERSECTION WITH THE NORTH AND SOUTH FIELD ENTRANCES.
 LG1109'
 LG1109'THE AZIMUTH MARK, A STANDARD DISK STAMPED PRAIRIE 1961, IS
 LG1109'SET IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE
 LG1109'TOP, FLUSH WITH THE GROUND SURFACE.  IT IS UPON THE SOUTH
 LG1109'RIGHT-OF-WAY OF THE EAST-WEST ROAD, 33.0 FEET SOUTH OF THE
 LG1109'CENTER OF THE ROAD, 2.5 FEET EAST OF A POWERLINE POLE, 1.6 FEET
 LG1109'EAST OF A METAL WITNESS POST WITH SIGN AND 0.5 FOOT NORTH OF
 LG1109'THE SOUTH RIGHT-OF-WAY FENCE.
 LG1109'
 LG1109'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG
 LG1109'THE GRAVELED ROAD FOR 0.3 MILE TO THE SUMMIT OF A RISE, A
 LG1109'FARM RESIDENCE ON THE RIGHT AND THE MARK ON THE LEFT.
 LG1109
 LG1109                          STATION RECOVERY (1976)
 LG1109
 LG1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1109'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LG1109'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 LG1109'OBSTRUCTED BY TREES IN FENCELINE THIS DATE.  BEING REFERENCE MARK 1
 LG1109'IS IN CULTIVATED AREA AND ABOUT 6 INCHES BELOW THE GROUND, REFERENCE
 LG1109'MARK 3 WAS ESTABLISHED THIS DATE.  THE ANGLE BETWEEN THE REFERENCE
 LG1109'MARKS WAS VERIFIED.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 LG1109'CHECKED THE PREVIOUS DISTANCE.  THE DISTANCE TO REFERENCE MARK 1
 LG1109'MISSED THE PREVIOUS DISTANCE 0.08 FOOT.  THE DISTANCE TO
 LG1109'REFERENCE MARK 2 MISSED THE PREVIOUS DISTANCE 0.06 FOOT.
 LG1109'
 LG1109'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LG1109'
 LG1109'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHWEST OF PRAIRIE HOME, IN
 LG1109'THE SOUTHEAST QUARTER OF SECTION 33, T 11 N, R 8 E, IN EDGE OF FIELD
 LG1109'ON NORTH RIGHT-OF-WAY OF A GRAVELED ROAD AND AT FIELD APPROACH ON
 LG1109'THE NORTH AND SOUTH SIDES OF THE ROAD.
 LG1109'
 LG1109'TO REACH THE STATION FROM THE RAILROAD CROSSING IN PRAIRIE HOME, GO
 LG1109'NORTH ON A SURFACED ROAD FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT,
 LG1109'FLETCHER AVE.), TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.4
 LG1109'MILE TO TOP OF THE HILL AND THE STATION ON THE RIGHT.
 LG1109'
 LG1109'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED PRAIRIE 1961, SET
 LG1109'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 3 INCHES BELOW
 LG1109'THE GROUND SURFACE.  IT IS 40 FEET NORTH OF THE CENTER OF THE
 LG1109'GRAVELED ROAD, 24.5 FEET EAST OF THE CENTER OF A FIELD APPROACH, 3
 LG1109'FEET EAST-SOUTHEAST OF THE WEST GUARD RAIL POST WITH WITNESS
 LG1109'SIGN ATTACHED AND 3 FEET WEST-SOUTHWEST OF THE EAST GUARD
 LG1109'RAIL POST.  THE UNDERGROUND STATION MARK DISK WAS NOT INSPECTED.
 LG1109'
 LG1109'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PRAIRIE NO 1 1961, SET IN
 LG1109'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 6 INCHES BELOW THE
 LG1109'GROUND SURFACE.  IT IS 102 FEET EAST OF THE EAST GUARD RAIL POST AT
 LG1109'THE STATION MARK AND 33 FEET NORTH OF THE CENTER OF THE GRAVELED
 LG1109'ROAD.
 LG1109'
 LG1109'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PRAIRIE NO 2 1961, SET IN
 LG1109'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 4 INCHES BELOW THE
 LG1109'GROUND SURFACE ON ITS SOUTH SIDE.  IT IS 32 FEET SOUTH OF THE
 LG1109'CENTER OF THE GRAVELED ROAD, 17 FEET EAST OF THE CENTER OF A FIELD
 LG1109'APPROACH AND 2 FEET WEST OF A METAL WITNESS POST.
 LG1109'
 LG1109'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1109'PRAIRIE 1961 NO 3 1976, AND PROJECTS 1 INCH ABOVE THE GROUND
 LG1109'SURFACE.  IT IS 35 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 LG1109'17 FEET WEST OF THE CENTER OF A FIELD APPROACH AND 1 FOOT EAST OF A
 LG1109'METAL WITNESS POST.
 LG1109'
 LG1109'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PRAIRIE 1961, SET IN THE
 LG1109'TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 LG1109'SURFACE.  IT IS 33 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 LG1109'2.5 FEET EAST OF A POWER POLE, 1.6 FEET EAST OF A METAL WITNESS
 LG1109'POST AND 0.5 FOOT NORTH OF THE RIGHT-OF-WAY FENCELINE.
 LG1109'
 LG1109'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 LG1109'ROAD FOR 0.3 MILE TO TOP OF HILL, A BRICK HOUSE ON THE RIGHT AND THE
 LG1109'AZIMUTH MARK ON THE LEFT.
 LG1109'
 LG1109'NOTE--A 3/4 INCH RE-BAR, 3 FOOT IN LENGTH WAS DRIVEN INTO THE GROUND
 LG1109'BESIDE THE STATION MARK.
 LG1109'
 LG1109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4 MILES
 LG1109'NW OF PRAIRIE HOME.
 LG1109
 LG1109                          STATION RECOVERY (1981)
 LG1109
 LG1109'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1109'PRAIRIE 1961 RECOVERED GOOD (STATION MARK).
 LG1109'
 LG1109'R.M. 1 AND R.M. 2 RECOVERED GOOD (PRAIRIE NO 1 1961, PRAIRIE NO. 2
 LG1109'1961).
 LG1109'
 LG1109'PRAIRIE 1961 RECOVERED GOOD (AZI MARK).
 LG1109'
 LG1109'DESCRIPTION ADEQUATE.
 LG1109'
 LG1109'DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MI NW PRAIRIE HOME.
 LG1109
 LG1109                          STATION RECOVERY (1995)
 LG1109
 LG1109'RECOVERY NOTE BY LANCASTER COUNTY NEBRASKA 1995 (LW)
 LG1109'RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 5.5 MI (8.9
 LG1109'KM) NORTH-NORTHEAST OF WALTON, 3.0 MI (4.8 KM) SOUTH OF WAVERLY, 0.5
 LG1109'MI (0.8 KM) NORTHWEST OF PRAIRIE HOME, IN THE SE1/4, SEC33, T11N, R8E
 LG1109'AND ON THE NORTH RIGHT-OF-WAY OF FLETCHER AVENUE.  TO REACH THE MARK
 LG1109'FROM THE POST OFFICE IN PRAIRIE HOME, GO NORTH ON NORTH 148TH STREET
 LG1109'FOR 0.45 MI (0.72 KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO WEST
 LG1109'ON FLETCHER AVENUE FOR 0.4 MI (0.6 KM) TO THE MARK ON THE RIGHT, ATOP
 LG1109'A LOW RISE, AT A FIELD ENTRANCE.  THE DISK IS SET INTO THE TOP OF A
 LG1109'SQUARE CONCRETE MONUMENT THAT IS RECESSED 0.5 FT (15.2 CM) BELOW THE
 LG1109'GROUND SURFACE.  IT IS 38.0 FT (11.6 M) NORTH OF THE CENTERLINE OF
 LG1109'FLETCHER AVENUE, 21.0 FT (6.4 M) EAST OF THE CENTERLINE OF THE FIELD
 LG1109'ENTRANCE, 66.72 FT (20.34 M) NORTH OF A REBAR AND CAP, 39.51 FT (12.04
 LG1109'M) EAST-NORTHEAST OF REFERENCE MARK 3, 3.0 FT (0.9 M) EAST-SOUTHEAST
 LG1109'OF A METAL WITNESS POST, 3.0 FT (0.9 M) WEST-SOUTHWEST OF A METAL
 LG1109'WITNESS POST AND 2.0 FT (0.6 M) SOUTH OF A FIBERGLASS WITNESS POST.
 LG1109'REBAR WAS DRIVEN ALONG THE EAST SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0614 ***********************************************************************
 NN0614  DESIGNATION -  PRAIRIE 2
 NN0614  PID         -  NN0614
 NN0614  STATE/COUNTY-  NE/HOLT
 NN0614  USGS QUAD   -  DORSEY SW (1954)
 NN0614
 NN0614                         *CURRENT SURVEY CONTROL
 NN0614  ___________________________________________________________________
 NN0614* NAD 83(1995)-  42 32 29.67108(N)    098 27 33.98556(W)     ADJUSTED  
 NN0614* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 NN0614  ___________________________________________________________________
 NN0614  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 NN0614  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 NN0614
 NN0614  HORZ ORDER  -  FIRST
 NN0614
 NN0614.The horizontal coordinates were established by classical geodetic methods
 NN0614.and adjusted by the National Geodetic Survey in August 1997..
 NN0614
 NN0614.The orthometric height was scaled from a topographic map.
 NN0614
 NN0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0614
 NN0614.The geoid height was determined by GEOID03.
 NN0614
 NN0614;                    North         East     Units Scale Factor Converg.
 NN0614;SPC NE       -   301,827.657   626,519.354   MT  0.99982221   +1 01 15.3
 NN0614;UTM  14      - 4,710,051.129   544,386.310   MT  0.99962424   +0 21 55.8
 NN0614
 NN0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0614!SPC NE       -   0.99991042  x   0.99982221  =   0.99973265
 NN0614!UTM  14      -   0.99991042  x   0.99962424  =   0.99953469
 NN0614
 NN0614|---------------------------------------------------------------------|
 NN0614| PID    Reference Object                     Distance      Geod. Az  |
 NN0614|                                                           dddmmss.s |
 NN0614| CO3519 PRAIRIE 2 RM 1                       32.842 METERS 03806     |
 NN0614| CO3520 PRAIRIE 2 RM 2                       31.389 METERS 15438     |
 NN0614| CO3518 PRAIRIE 2 AZ MK                                    2080057.4 |
 NN0614| NN0669 O NEILL MUNICIPAL TANK              APPROX.17.8 KM 2402302.2 |
 NN0614|---------------------------------------------------------------------|
 NN0614
 NN0614                          SUPERSEDED SURVEY CONTROL
 NN0614
 NN0614  NAD 83(1986)-  42 32 29.67782(N)    098 27 33.98974(W) AD(       ) 1
 NN0614  NAD 27      -  42 32 29.67100(N)    098 27 32.69700(W) AD(       ) 1
 NN0614
 NN0614.Superseded values are not recommended for survey control.
 NN0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0614.See file dsdata.txt to determine how the superseded data were derived.
 NN0614
 NN0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4438610051(NAD 83)
 NN0614_MARKER: DS = TRIANGULATION STATION DISK
 NN0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0614
 NN0614  HISTORY     - Date     Condition        Report By
 NN0614  HISTORY     - 1940     MONUMENTED       CGS
 NN0614  HISTORY     - 1949     GOOD             CGS
 NN0614  HISTORY     - 1961     GOOD             USGS
 NN0614
 NN0614                          STATION DESCRIPTION
 NN0614
 NN0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0614'STATION PRAIRIE 2 IS 12 MILES NORTHEAST OF O NEIL, 4 MILES SOUTH
 NN0614'SOUTHEAST OF OPPORTUNITY IN SW 1/4 OF SEC. 26, T 30 N, R 10 W, IN
 NN0614'OPEN PRAIRIE ON THE SUMMIT OF SMALL ELEVATION WHICH IS ABOUT 15
 NN0614'FEET ABOVE THE GENERAL LEVEL.
 NN0614'
 NN0614'TO REACH FROM LYNCH ON NEBRASKA STATE ROUTE 12, GO EAST FROM
 NN0614'CENTER OF TOWN FOR 0.5 MILE AND TURN RIGHT, SOUTH, OFF HIGHWAY
 NN0614'ONTO GOOD GRAVEL ROAD, GO SOUTH ON MAIN TRAVELED ROAD FOR 15
 NN0614'MILES AND TURN RIGHT, WEST, ON MAIN TRAVELED ROAD, GO 3.0
 NN0614'MILES AND TURN LEFT, SOUTH, ON MAIN TRAVELED ROAD, GO 1.0 MILE
 NN0614'TO THE SMALL SETTLEMENT OF OPPORTUNITY AND CONTINUE STRAIGHT
 NN0614'AHEAD, SOUTH, ON MAIN TRAVELED ROAD, GO 4.0 MILES AND TURN LEFT,
 NN0614'EAST, ON SECTION LINE ROAD AT TWO MAIL BOXES ON WHEEL, GO 2.0
 NN0614'MILES AND TURN LEFT NORTH, ON SECTION LINE ROAD, (AZIMUTH
 NN0614'MARK IS NORTHEAST ANGLE OF THIS INTERSECTION), GO 0.3 MILE AND
 NN0614'TURN RIGHT, EAST THROUGH GATE INTO FIELD, GO SOUTHEAST
 NN0614'ACROSS FIELD FOR 0.15 MILE TO HIGHEST POINT AND STATION.
 NN0614'
 NN0614'STATION MARK IS ON HIGH POINT OF LOW RISE IN OPEN PASTURE
 NN0614'LAND, 0.15 MILE SOUTHEAST OF GATE IN NORTH AND SOUTH FENCE WHICH
 NN0614'IS ACROSS ROAD FROM THE FARMHOUSE, 0.3 MILE NORTHEAST OF SOUTHWEST
 NN0614'CORNER OF PASTURE, ABOUT 0.1 MILE EAST OF SECTION LINE ROAD, 4
 NN0614'FEET WEST BY NORTH OF WHITE REFERENCE POST, IS STAMPED PRAIRIE 2
 NN0614'1940, AND PROJECTS 6 INCHES.
 NN0614'
 NN0614'R.M. NO. 1 IS ABOUT 6 INCHES LOWER THAN STATION, IS STAMPED
 NN0614'PRAIRIE 2 NO. 1 1940, AND PROJECTS 6 INCHES.
 NN0614'
 NN0614'R.M. NO. 2 IS ABOUT 6 INCHES LOWER THAN STATION, IS STAMPED
 NN0614'PRAIRIE 2 NO. 2 1940, AND PROJECTS 4 INCHES.
 NN0614'
 NN0614'AZIMUTH MARK IS 0.3 MILE SOUTH SOUTHWEST OF STATION AT SOUTHWEST
 NN0614'CORNER OF PASTURE FENCE, 56 FEET NORTH OF EAST-WEST SECTION LINE
 NN0614'ROAD, 31 FEET EAST OF NORTH-SOUTH SECTION LINE ROAD, 17-1/2
 NN0614'FEET NORTH OF FENCE CORNER, 6 INCHES WEST OF NORTH-SOUTH FENCE
 NN0614'LINE, 3 FEET NORTH OF WHITE REFERENCE POST, IS STAMPED PRAIRIE 2
 NN0614'1940, AND PROJECTS 6 INCHES.
 NN0614'
 NN0614'NOTE--THIS STATION WAS BUILT NEAR STATION PRAIRIE 1900 WHICH HAS
 NN0614'BEEN DESTROYED.  SEE RECOVERY NOTE FOR PRAIRIE 1900
 NN0614
 NN0614                          STATION RECOVERY (1949)
 NN0614
 NN0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0614'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NN0614'AND AZIMUTH MARK, RECOVERED AND FOUND IN GOOD
 NN0614'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0614'
 NN0614'THE STATION IS LOCATED ABOUT 12.0 MILES NORTHEAST OF O NEILL AND
 NN0614'ABOUT 4.0 MILES SOUTH-SOUTHEAST OF OPPORTUNITY, ON THE HIGH POINT
 NN0614'OF A SMALL RIDGE IN AN OPEN PASTURE AND ON LAND OWNED BY MR. J.E.
 NN0614'VAN EVERY.  IT IS ABOUT 0.15 MILE SOUTHEAST OF A SMALL GROVE
 NN0614'OF TREES, 0.1 MILE EAST OF NORTH-SOUTH FENCE LINE AND 4 FEET
 NN0614'WEST-NORTHWEST OF WITNESS POST.  IT IS STAMPED PRAIRIE 2 1940
 NN0614'AND PROJECTS 8 INCHES.
 NN0614'
 NN0614'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN THE OPEN
 NN0614'PASTURE AND ON ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 NN0614'STAMPED PRAIRIE 2 NO 1 1940 AND PROJECTS 4 INCHES.
 NN0614'
 NN0614'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, SET IN THE OPEN
 NN0614'PASTURE AND ON ABOUT THE SAME ELEVATION AS THE STATION.  IT
 NN0614'IS STAMPED PRAIRIE 2 NO 2 1940 AND PROJECTS 6 INCHES.
 NN0614'
 NN0614'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH-SOUTHWEST OF THE
 NN0614'STATION, SET IN THE NORTHEAST ANGLE OF CROSSROAD, 30 FEET
 NN0614'EAST OF THE CENTER OF NORTH-SOUTH ROAD, 45 FEET NORTH OF
 NN0614'THE CENTER OF EAST-WEST ROAD AND 3 FEET NORTH OF WITNESS POST.
 NN0614'IT IS STAMPED PRAIRIE 2 1940 AND PROJECTS 12 INCHES.
 NN0614'
 NN0614'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20,
 NN0614'275 AND 281 AT THE STOP LIGHT IN O NEILL, GO EAST ON U.S. HIGHWAYS
 NN0614'20 AND 275 FOR 0.55 MILE TO JUNCTION WITH STATE ROUTE 108, GO
 NN0614'EAST AND NORTHEAST ON STATE ROUTE 108 FOR 1.2 MILES TO CROSSROAD,
 NN0614'TURN LEFT AND GO NORTH FOR 2.0 MILES, TURN RIGHT AND GO EAST
 NN0614'FOR 4.0 MILES, TURN LEFT AND CONTINUE NORTH ON MAIN TRAVELED
 NN0614'ROAD FOR 2.0 MILES, TURN RIGHT AND GO EAST FOR 2.0 MILES, TURN
 NN0614'LEFT AND GO NORTH FOR 1.0 MILE TO CROSSROAD, TURN RIGHT AND
 NN0614'GO EAST ON TRACK ROAD FOR 2.1 MILES TO CROSSROAD AND AZIMUTH
 NN0614'MARK IN THE NORTHEAST ANGLE AS DESCRIBED, TURN LEFT AND GO
 NN0614'NORTH FOR 0.05 MILE TO WIRE GATE, PASS THROUGH GATE AND CONTINUE
 NN0614'NORTH ALONG EAST SIDE OF FENCE LINE FOR 0.2 MILE, TURN RIGHT
 NN0614'OFF OF TRACK ROAD AND GO EAST ACROSS PASTURE FOR 0.1 MILE TO TOP
 NN0614'OF SMALL RIDGE AND STATION AS DESCRIBED.
 NN0614'
 NN0614'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 NN0614'
 NN0614'A 74 FOOT SIGNAL AT STATION PAGE SW BASE 1906, 1900 IS VISIBLE AT
 NN0614'37 FEET
 NN0614'
 NN0614'AN 87 FOOT SIGNAL AT STATION ONEILL IS VISIBLE AT 50 FEET
 NN0614'
 NN0614'A 47 FOOT SIGNAL AT STATION MEEK 1940 IS VISIBLE AT 50 FEET
 NN0614
 NN0614                          STATION RECOVERY (1961)
 NN0614
 NN0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NN0614'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1909 ***********************************************************************
 MK1909  DESIGNATION -  PRAIRIE RM A
 MK1909  PID         -  MK1909
 MK1909  STATE/COUNTY-  NE/MERRICK
 MK1909  USGS QUAD   -  MONROE (1958)
 MK1909
 MK1909                         *CURRENT SURVEY CONTROL
 MK1909  ___________________________________________________________________
 MK1909* NAD 83(1995)-  41 22 52.10827(N)    097 37 00.67066(W)     ADJUSTED  
 MK1909* NAVD 88     -       473.7    (meters)    1554.     (feet)  VERTCON   
 MK1909  ___________________________________________________________________
 MK1909  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 MK1909  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 MK1909
 MK1909  HORZ ORDER  -  FIRST
 MK1909
 MK1909.The horizontal coordinates were established by classical geodetic methods
 MK1909.and adjusted by the National Geodetic Survey in August 1997..
 MK1909
 MK1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1909
 MK1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1909
 MK1909.The geoid height was determined by GEOID03.
 MK1909
 MK1909;                    North         East     Units Scale Factor Converg.
 MK1909;SPC NE       -   174,592.104   699,254.223   MT  0.99966095   +1 34 45.5
 MK1909;UTM  14      - 4,581,991.673   615,653.548   MT  0.99976461   +0 54 52.0
 MK1909
 MK1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1909!SPC NE       -   0.99992966  x   0.99966095  =   0.99959064
 MK1909!UTM  14      -   0.99992966  x   0.99976461  =   0.99969429
 MK1909
 MK1909:                Primary Azimuth Mark                     Grid Az
 MK1909:SPC NE       -  MONROE RM 3                              356 13 18.1
 MK1909:UTM  14      -  MONROE RM 3                              356 53 11.6
 MK1909
 MK1909|---------------------------------------------------------------------|
 MK1909| PID    Reference Object                     Distance      Geod. Az  |
 MK1909|                                                           dddmmss.s |
 MK1909| MK1947 MONROE RM 3                         APPROX.14.5 KM 3574803.6 |
 MK1909|---------------------------------------------------------------------|
 MK1909
 MK1909                          SUPERSEDED SURVEY CONTROL
 MK1909
 MK1909  NAD 83(1986)-  41 22 52.11747(N)    097 37 00.67487(W) AD(       ) 1
 MK1909  NAD 27      -  41 22 52.06758(N)    097 36 59.49336(W) AD(       ) 1
 MK1909  NGVD 29 (07/19/86)  473.5    (m)         1553.     (f) VERT ANG       
 MK1909
 MK1909.Superseded values are not recommended for survey control.
 MK1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1909.See file dsdata.txt to determine how the superseded data were derived.
 MK1909
 MK1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1565481992(NAD 83)
 MK1909_MARKER: DS = TRIANGULATION STATION DISK
 MK1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1909+STABILITY: SURFACE MOTION
 MK1909
 MK1909  HISTORY     - Date     Condition        Report By
 MK1909  HISTORY     - 1966     MONUMENTED       CGS
 MK1909
 MK1909                          STATION DESCRIPTION
 MK1909
 MK1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 MK1909'STATION IS AT THE SAME LOCATION AS TRIANGULATION STATION PRAIRIE,
 MK1909'AND ON THE NORTH SIDE OF UNDEVELOPED ROAD RIGHT-OF-WAY.
 MK1909'
 MK1909'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 MK1909'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 MK1909'OF THE GROUND AND IS STAMPED PRAIRIE RMA 1966.  IT IS 55-1/2 FEET
 MK1909'WEST OF A 12 INCH COTTONWOOD TREE, 12-1/2 FEET NORTH OF A FIELD
 MK1909'ROAD AND 10.5 FEET SOUTH OF A FENCELINE.
 MK1909'
 MK1909'TO REACH THE STATION FROM THE POST OFFICE IN SILVER CREEK GO NORTH
 MK1909'ON PAVED ROAD FOR 0.05 MILE TO U.S. HIGHWAY 30.  TURN RIGHT AND
 MK1909'GO NORTHEAST ON U.S. HIGHWAY 30 FOR 3.85 MILES TO A SIDE ROAD LEFT.
 MK1909'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 2.6 MILES TO A
 MK1909'CROSSROAD.  TURN LEFT AND GO WEST ON TRACK ROAD FOR 0.2 MILE TO
 MK1909'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON TRACK ROAD FOR
 MK1909'0.7 MILE TO THE STATION ON THE LEFT.
 MK1909'
 MK1909'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PRAIRIE,
 MK1909'DISTANCE BEING SHOWN BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1043 ***********************************************************************
 LH1043  DESIGNATION -  PRIEL
 LH1043  PID         -  LH1043
 LH1043  STATE/COUNTY-  NE/DAWSON
 LH1043  USGS QUAD   -  LEXINGTON EAST (1983)
 LH1043
 LH1043                         *CURRENT SURVEY CONTROL
 LH1043  ___________________________________________________________________
 LH1043* NAD 83(1995)-  40 51 07.61561(N)    099 37 55.62975(W)     ADJUSTED  
 LH1043* NAVD 88     -       794.     (meters)    2605.     (feet)  SCALED    
 LH1043  ___________________________________________________________________
 LH1043  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 LH1043  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 LH1043
 LH1043  HORZ ORDER  -  SECOND
 LH1043
 LH1043.The horizontal coordinates were established by classical geodetic methods
 LH1043.and adjusted by the National Geodetic Survey in August 1997..
 LH1043
 LH1043.The orthometric height was scaled from a topographic map.
 LH1043
 LH1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1043
 LH1043.The geoid height was determined by GEOID03.
 LH1043
 LH1043;                    North         East     Units Scale Factor Converg.
 LH1043;SPC NE       -   113,178.715   531,012.102   MT  0.99972321   +0 14 37.7
 LH1043;UTM  14      - 4,522,532.940   446,718.989   MT  0.99963494   -0 24 48.5
 LH1043
 LH1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1043!SPC NE       -   0.99987915  x   0.99972321  =   0.99960239
 LH1043!UTM  14      -   0.99987915  x   0.99963494  =   0.99951413
 LH1043
 LH1043|---------------------------------------------------------------------|
 LH1043| PID    Reference Object                     Distance      Geod. Az  |
 LH1043|                                                           dddmmss.s |
 LH1043| CN9512 PRIEL RM 1                           24.705 METERS 08309     |
 LH1043| CN9513 PRIEL RM 2                           22.940 METERS 16324     |
 LH1043| LH1042 RADIO STATION KRVN WEST MAST        APPROX.11.3 KM 1724807.4 |
 LH1043| CN9511 PRIEL AZ MK                                        1942539.9 |
 LH1043| LH1074 LEXINGTON MUNICIPAL APT BEACON      APPROX.13.7 KM 2384720.3 |
 LH1043|---------------------------------------------------------------------|
 LH1043
 LH1043                          SUPERSEDED SURVEY CONTROL
 LH1043
 LH1043  NAD 83(1986)-  40 51 07.62238(N)    099 37 55.63347(W) AD(       ) 2
 LH1043  NAD 27      -  40 51 07.59400(N)    099 37 54.24200(W) AD(       ) 2
 LH1043
 LH1043.Superseded values are not recommended for survey control.
 LH1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1043.See file dsdata.txt to determine how the superseded data were derived.
 LH1043
 LH1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4671922533(NAD 83)
 LH1043_MARKER: DS = TRIANGULATION STATION DISK
 LH1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1043
 LH1043  HISTORY     - Date     Condition        Report By
 LH1043  HISTORY     - 1951     MONUMENTED       CGS
 LH1043
 LH1043                          STATION DESCRIPTION
 LH1043
 LH1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1043'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHWEST OF OVERTON
 LH1043'AND ABOUT 8.0 MILES NORTHEAST OF LEXINGTON IN THE NORTH
 LH1043'EDGE OF A PASTURE JUST SOUTH OF THE HIGHEST POINT OF A
 LH1043'NORTH-SOUTH RIDGE, 12 FEET SOUTH OF AN EAST-WEST FENCE LINE
 LH1043'AND WITNESS POST.  IT IS STAMPED PRIEL 1951 AND PROJECTS 5
 LH1043'INCHES.
 LH1043'
 LH1043'REFERENCE MARK NO. 1 IS IN THE NORTH EDGE OF PASTURE, 1
 LH1043'FOOT SOUTH OF AN EAST-WEST FENCE LINE AND IS ABOUT 6 FEET
 LH1043'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED PRIEL
 LH1043'NO 1 1951 AND PROJECTS 7 INCHES.
 LH1043'
 LH1043'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE, 86 FEET SOUTH
 LH1043'OF AN EAST-WEST FENCE LINE AND IS ABOUT 4 FEET LOWER IN
 LH1043'ELEVATION THAN THE STATION.  IT IS STAMPED PRIEL NO 2 1951
 LH1043'AND PROJECTS 4 INCHES.
 LH1043'
 LH1043'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 100.70
 LH1043'FEET.
 LH1043'
 LH1043'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 47 FEET EAST
 LH1043'OF THE CENTER OF A NORTH-SOUTH TRACK ROAD, 6 FEET NORTH
 LH1043'OF THE NORTH END OF A WIRE GATE, 2 FEET NORTH OF A WITNESS
 LH1043'POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS
 LH1043'STAMPED PRIEL 1951 AND PROJECTS 7 INCHES.
 LH1043'
 LH1043'TO REACH THE STATION FROM THE POST OFFICE IN OVERTON, GO
 LH1043'WEST ON U.S. HIGHWAY 30 FOR 5.1 MILES TO A CROSSROAD, TURN
 LH1043'RIGHT AND GO NORTH FOR 6.1 MILES TO AN IRRIGATION CANAL
 LH1043'AND FARMHOUSE ON RIGHT, CONTINUE NORTH ON TRACK ROAD FOR
 LH1043'0.05 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE
 LH1043'NORTH FOR 0.15 MILE TO A FENCE CORNER AND GATE ON RIGHT,
 LH1043'PASS THROUGH GATE AND GO EAST FOR 0.1 MILE, FROM THIS POINT
 LH1043'GO NORTH UP RIDGE FOR 0.6 MILE TO STATION AS DESCRIBED JUST
 LH1043'SOUTH OF HIGHEST POINT OF RIDGE.
 LH1043'
 LH1043'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0639 ***********************************************************************
 NP0639  DESIGNATION -  PRINCE
 NP0639  PID         -  NP0639
 NP0639  STATE/COUNTY-  NE/MORRILL
 NP0639  USGS QUAD   -  JESSE LAKE (1989)
 NP0639
 NP0639                         *CURRENT SURVEY CONTROL
 NP0639  ___________________________________________________________________
 NP0639* NAD 83(1995)-  42 00 12.74570(N)    102 41 44.85696(W)     ADJUSTED  
 NP0639* NAVD 88     -      1242.     (meters)    4075.     (feet)  SCALED    
 NP0639  ___________________________________________________________________
 NP0639  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 NP0639  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 NP0639
 NP0639  HORZ ORDER  -  SECOND
 NP0639
 NP0639.The horizontal coordinates were established by classical geodetic methods
 NP0639.and adjusted by the National Geodetic Survey in August 1997..
 NP0639
 NP0639.The orthometric height was scaled from a topographic map.
 NP0639
 NP0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0639
 NP0639.The geoid height was determined by GEOID03.
 NP0639
 NP0639;                    North         East     Units Scale Factor Converg.
 NP0639;SPC NE       -   244,431.617   276,767.839   MT  0.99969626   -1 47 11.4
 NP0639;UTM  13      - 4,652,737.739   690,823.779   MT  1.00004809   +1 32 32.6
 NP0639
 NP0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0639!SPC NE       -   0.99980828  x   0.99969626  =   0.99950459
 NP0639!UTM  13      -   0.99980828  x   1.00004809  =   0.99985636
 NP0639
 NP0639:                Primary Azimuth Mark                     Grid Az
 NP0639:SPC NE       -  PRINCE AZ MK                             082 25 38.3
 NP0639:UTM  13      -  PRINCE AZ MK                             079 05 54.3
 NP0639
 NP0639|---------------------------------------------------------------------|
 NP0639| PID    Reference Object                     Distance      Geod. Az  |
 NP0639|                                                           dddmmss.s |
 NP0639| CQ4698 PRINCE AZ MK                                       0803826.9 |
 NP0639| CQ4699 PRINCE RM 1                           6.712 METERS 08400     |
 NP0639| CQ4700 PRINCE RM 2                           5.610 METERS 29042     |
 NP0639|---------------------------------------------------------------------|
 NP0639
 NP0639                          SUPERSEDED SURVEY CONTROL
 NP0639
 NP0639  NAD 83(1995)-  42 00 12.74497(N)    102 41 44.85734(W) AD(       ) 2
 NP0639  NAD 83(1986)-  42 00 12.74283(N)    102 41 44.85623(W) AD(       ) 2
 NP0639  NAD 27      -  42 00 12.84000(N)    102 41 43.14400(W) AD(       ) 2
 NP0639
 NP0639.Superseded values are not recommended for survey control.
 NP0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0639.See file dsdata.txt to determine how the superseded data were derived.
 NP0639
 NP0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG9082452738(NAD 83)
 NP0639_MARKER: DS = TRIANGULATION STATION DISK
 NP0639_SETTING: 0 = UNSPECIFIED SETTING
 NP0639
 NP0639  HISTORY     - Date     Condition        Report By
 NP0639  HISTORY     - 1946     MONUMENTED       CGS
 NP0639
 NP0639                          STATION DESCRIPTION
 NP0639
 NP0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0639'LOCATED ABOUT 12.5 MILES, AIRLINE, SOUTHWEST OF ALLIANCE AND
 NP0639'8 MILES, AIRLINE, SOUTHEAST OF ANTIOCH ON THE HIGHEST POINT
 NP0639'OF A PROMINENT SAND HILL, JUST SOUTH OF FLAT GRAZING LAND.
 NP0639'IT IS A STANDARD DISK, STAMPED PRINCE 1946, CEMENTED IN THE
 NP0639'TOP OF A 3-INCH IRON PIPE PROJECTING 1 FOOT.
 NP0639'
 NP0639'REFERENCE MARK NO. 1 IS ABOUT A FOOT LOWER THAN THE STATION.
 NP0639'IT IS A STANDARD DISK STAMPED PRINCE NO 1 1946, CEMENTED
 NP0639'IN THE TOP OF A 3-INCH IRON PIPE PROJECTING 1 FOOT.
 NP0639'
 NP0639'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER THAN THE STATION.
 NP0639'IT IS A STANDARD DISK, STAMPED PRINCE NO 2 1946, CEMENTED
 NP0639'IN THE TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES.
 NP0639'
 NP0639'AZIMUTH MARK IS 0.1 MILE EAST OF A WINDMILL AND STOCK TANK
 NP0639'AND 20 FEET SOUTH OF A TRACK ROAD.  IT IS A STANDARD DISK,
 NP0639'STAMPED PRINCE 1946, CEMENTED IN THE TOP OF A 4-INCH
 NP0639'IRON PIPE PROJECTING 4 INCHES.
 NP0639'
 NP0639'REACHED FROM THE TRAFFIC LIGHT AT THE MAIN STREET INTERSECTION
 NP0639'IN ALLIANCE, GO EAST ON STATE HIGHWAY 2 FOR 10.8 MILES TO A
 NP0639'SIDE ROAD RIGHT AND CATTLE GUARD.  TURN RIGHT, SOUTH, PASSING
 NP0639'OVER CATTLE GUARD, AND GO 100 YARDS TO A FORK.  TAKE RIGHT
 NP0639'FORK AND GO 2.3 MILES TO A CATTLE GUARD AND A SMALL SCHOOL
 NP0639'HOUSE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO
 NP0639'A CATTLE GUARD AND CROSS ROAD, KEEP STRAIGHT AHEAD AND GO 0.4
 NP0639'MILE TO A CROSS ROAD, KEEP STRAIGHT AHEAD AND GO 0.45 MILE
 NP0639'TO A WIRE GATE.  PASS THROUGH GATE AND GO 1.1 MILES TO A DIM
 NP0639'TRACK ROAD RIGHT, JUST NORTH OF A DESERTED RED STUCCO RANCH
 NP0639'HOUSE.  TURN RIGHT, WEST, AND FOLLOW DIM TRACK ROAD FOR
 NP0639'0.35 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.55 MILE TO
 NP0639'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE FOR
 NP0639'0.1 MILE TO A WINDMILL ON THE LEFT.  GO TO THE RIGHT OF THE
 NP0639'WINDMILL AND GO SOUTH FOR 0.3 MILE TO THE FOOT OF THE SAND
 NP0639'HILLS.  TURN RIGHT, WEST, AND WORK WAY UP GRASSY SLOPE
 NP0639'FOR 0.3 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 NP0639'SOUTH TO THE HIGHEST POINT OF THE HILL AND THE STATION AS
 NP0639'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0777 ***********************************************************************
 NN0777  CBN         -  This is a Cooperative Base Network Control Station.
 NN0777  DESIGNATION -  PROSSER
 NN0777  PID         -  NN0777
 NN0777  STATE/COUNTY-  NE/KEYA PAHA
 NN0777  USGS QUAD   -  SPRINGVIEW (1964)
 NN0777
 NN0777                         *CURRENT SURVEY CONTROL
 NN0777  ___________________________________________________________________
 NN0777* NAD 83(1995)-  42 47 43.81757(N)    099 42 05.29776(W)     ADJUSTED  
 NN0777* NAVD 88     -       744.3    (meters)    2442.     (feet)  GPS OBS   
 NN0777  ___________________________________________________________________
 NN0777  X           -    -789,987.760 (meters)                     COMP
 NN0777  Y           -  -4,620,904.123 (meters)                     COMP
 NN0777  Z           -   4,311,349.239 (meters)                     COMP
 NN0777  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 NN0777  ELLIP HEIGHT-         720.70  (meters)          (09/24/01) GPS OBS
 NN0777  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 NN0777
 NN0777  HORZ ORDER  -  B
 NN0777  ELLP ORDER  -  FOURTH    CLASS I
 NN0777
 NN0777.The horizontal coordinates were established by GPS observations
 NN0777.and adjusted by the National Geodetic Survey in June 1996..
 NN0777
 NN0777.The orthometric height was determined by GPS observations and a
 NN0777.high-resolution geoid model.
 NN0777
 NN0777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NN0777
 NN0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0777
 NN0777.The ellipsoidal height was determined by GPS observations
 NN0777.and is referenced to NAD 83.
 NN0777
 NN0777.The geoid height was determined by GEOID03.
 NN0777
 NN0777;                    North         East     Units Scale Factor Converg.
 NN0777;SPC NE       -   328,946.903   524,420.683   MT  0.99991264   +0 11 52.2
 NN0777;UTM  14      - 4,738,344.947   442,634.848   MT  0.99964048   -0 28 35.7
 NN0777
 NN0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0777!SPC NE       -   0.99988699  x   0.99991264  =   0.99979964
 NN0777!UTM  14      -   0.99988699  x   0.99964048  =   0.99952751
 NN0777
 NN0777:                Primary Azimuth Mark                     Grid Az
 NN0777:SPC NE       -  PROSSER AZ MK                            091 28 23.0
 NN0777:UTM  14      -  PROSSER AZ MK                            092 08 50.9
 NN0777
 NN0777|---------------------------------------------------------------------|
 NN0777| PID    Reference Object                     Distance      Geod. Az  |
 NN0777|                                                           dddmmss.s |
 NN0777| CO3531 PROSSER AZ MK                                      0914015.2 |
 NN0777| CO3532 PROSSER RM 1                         30.154 METERS 12958     |
 NN0777| CO3533 PROSSER RM 2                         24.076 METERS 21601     |
 NN0777|---------------------------------------------------------------------|
 NN0777
 NN0777                          SUPERSEDED SURVEY CONTROL
 NN0777
 NN0777  ELLIP H (06/25/96)  720.76   (m)                       GP(       ) 1 1
 NN0777  NAD 83(1986)-  42 47 43.82220(N)    099 42 05.31801(W) AD(       ) 3
 NN0777  NAD 27      -  42 47 43.80600(N)    099 42 03.88400(W) AD(       ) 3
 NN0777  NGVD 29 (07/19/86)  744.04   (m)         2441.1    (f) LEVELING    3  
 NN0777
 NN0777.Superseded values are not recommended for survey control.
 NN0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0777.See file dsdata.txt to determine how the superseded data were derived.
 NN0777
 NN0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN4263538345(NAD 83)
 NN0777_MARKER: DS = TRIANGULATION STATION DISK
 NN0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0777_STAMPING: PROSSER 1949
 NN0777_MARK LOGO: CGS   
 NN0777_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NN0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0777+STABILITY: SURFACE MOTION
 NN0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0777+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1995
 NN0777
 NN0777  HISTORY     - Date     Condition        Report By
 NN0777  HISTORY     - 1949     MONUMENTED       CGS
 NN0777  HISTORY     - 19950614 GOOD             NGS
 NN0777  HISTORY     - 20030128 GOOD             NEDR
 NN0777
 NN0777                          STATION DESCRIPTION
 NN0777
 NN0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0777'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH AND 2-1/4 MILES
 NN0777'EAST OF SPRINGVIEW ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY
 NN0777'183 AND NEAR THE SOUTHWEST CORNER OF A SMALL CEMETERY.  IT
 NN0777'IS 32 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 183, 8.6 FEET
 NN0777'WEST OF A TRIANGULAR BLAZED FENCE POST IN THE SOUTHWEST CORNER
 NN0777'OF THE CEMETERY AND 4-1/2 FEET WEST OF WITNESS POST.  IT
 NN0777'IS STAMPED PROSSER 1949 AND PROJECTS 4 INCHES.
 NN0777'
 NN0777'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, SET UNDER
 NN0777'THE EAST-WEST FENCE LINE, 32 FEET SOUTH OF THE CENTER OF
 NN0777'U.S. HIGHWAY 183.  IT IS STAMPED PROSSER NO 1 1949 AND PROJECTS
 NN0777'2 INCHES.
 NN0777'
 NN0777'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, SET UNDER
 NN0777'THE EAST-WEST FENCE LINE, 32 FEET SOUTH OF THE CENTER OF U.S.
 NN0777'HIGHWAY 183.  IT IS STAMPED PROSSER NO 2 1949 AND PROJECTS
 NN0777'4 INCHES.
 NN0777'
 NN0777'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 32
 NN0777'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 183, 1 FOOT NORTH
 NN0777'OF EAST-WEST FENCE LINE AND 2 FEET WEST OF WITNESS POST.
 NN0777'IT IS STAMPED PROSSER 1949 AND PROJECTS 3 INCHES.  TO REACH
 NN0777'FROM THE STATION, GO EAST ON U.S. HIGHWAY 183 FOR 0.4 MILE
 NN0777'THE THE MARK ON THE SOUTH SIDE AS DESCRIBED.
 NN0777'
 NN0777'TO REACH THE STATION FROM THE MAIN INTERSECTION OF STATE
 NN0777'ROUTE NO 72 AND U.S. HIGHWAY 183 IN THE CENTER OF SPRINGVIEW,
 NN0777'GO SOUTH ON U.S. HIGHWAY 183 FOR 2.0 MILES, TURN LEFT AND
 NN0777'CONTINUE EAST ON HIGHWAY FOR 2.4 MILES TO CEMETERY ON THE
 NN0777'NORTH SIDE AND STATION NEAR THE SOUTHWEST CORNER AS DESCRIBED.
 NN0777'
 NN0777'A 74 FOOT SIGNAL AT STATION WYMAN IS VISIBLE AT 37 FEET
 NN0777'
 NN0777'AN 87 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 37 FEET
 NN0777'
 NN0777'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0777
 NN0777                          STATION RECOVERY (1995)
 NN0777
 NN0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NN0777'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF SPRINGVIEW, 2.4
 NN0777'MI (3.9 KM) EAST OF THE JUNCTION OF U.S. HIGHWAY 183 AND STATE HIGHWAY
 NN0777'7, ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 7, AT THE SOUTHEAST CORNER OF
 NN0777'THE ROGERS CEMETERY AND IN THE SW1/4, SEC29, T33N, R20W. TO REACH THE
 NN0777'MARK FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE HIGHWAY 7, 2 MI
 NN0777'(3.2 KM) SOUTH OF SPRINGVIEW, GO EAST ON HIGHWAY 7 FOR 2.4 MI (3.9 KM)
 NN0777'TO THE MARK ON THE LEFT.  THE DISK IS SET INTO THE TOP OF A SQUARE
 NN0777'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 51.0 FT (15.5
 NN0777'M) SOUTH-SOUTHWEST OF A T-FENCE CORNER, AT AN OFFSET IN THE HIGHWAY
 NN0777'RIGHT-OF-WAY, 34.5 FT (10.5 M) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 NN0777'7.6 FT (2.3 M) WEST OF THE SOUTHWEST CORNER OF THE CEMETERY FENCE, 5.0
 NN0777'FT (1.5 M) EAST OF A CARSONITE WITNESS POST, 4.8 FT (1.5 M) WEST OF A
 NN0777'WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  REBAR WAS
 NN0777'DRIVEN ALONG THE NORTH SIDE OF THE MARK.
 NN0777
 NN0777                          STATION RECOVERY (2003)
 NN0777
 NN0777'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003
 NN0777'MARK WAS FOUND IN GOOD CONDITION. NOTE--AT THE SOUTHWEST CORNER OF THE
 NN0777'ROGERS CEMETERY AND IN THE SW1/4,SEC29,T33N,R20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1252 ***********************************************************************
 LH1252  DESIGNATION -  PROSSER
 LH1252  PID         -  LH1252
 LH1252  STATE/COUNTY-  NE/HALL
 LH1252  USGS QUAD   -  PROSSER (1993)
 LH1252
 LH1252                         *CURRENT SURVEY CONTROL
 LH1252  ___________________________________________________________________
 LH1252* NAD 83(1995)-  40 42 07.82307(N)    098 35 21.42181(W)     ADJUSTED  
 LH1252* NAVD 88     -       638.5    (meters)    2095.     (feet)  VERTCON   
 LH1252  ___________________________________________________________________
 LH1252  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 LH1252  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 LH1252
 LH1252  HORZ ORDER  -  FIRST
 LH1252
 LH1252.The horizontal coordinates were established by classical geodetic methods
 LH1252.and adjusted by the National Geodetic Survey in August 1997..
 LH1252
 LH1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1252
 LH1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1252
 LH1252.The geoid height was determined by GEOID03.
 LH1252
 LH1252;                    North         East     Units Scale Factor Converg.
 LH1252;SPC NE       -    97,438.447   619,189.160   MT  0.99975617   +0 56 05.6
 LH1252;UTM  14      - 4,505,777.404   534,696.918   MT  0.99961482   +0 16 04.2
 LH1252
 LH1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1252!SPC NE       -   0.99990376  x   0.99975617  =   0.99965995
 LH1252!UTM  14      -   0.99990376  x   0.99961482  =   0.99951861
 LH1252
 LH1252:                Primary Azimuth Mark                     Grid Az
 LH1252:SPC NE       -  PROSSER AZ MK                            133 14 36.0
 LH1252:UTM  14      -  PROSSER AZ MK                            133 54 37.4
 LH1252
 LH1252|---------------------------------------------------------------------|
 LH1252| PID    Reference Object                     Distance      Geod. Az  |
 LH1252|                                                           dddmmss.s |
 LH1252| CN9514 PROSSER AZ MK                                      1341041.6 |
 LH1252| CN9516 PROSSER RM 2                         23.304 METERS 22332     |
 LH1252| CN9515 PROSSER RM 1                         18.772 METERS 34929     |
 LH1252| LH1239 WOOD RIVER MUNICIPAL TANK           APPROX.13.1 KM 3544723.7 |
 LH1252|---------------------------------------------------------------------|
 LH1252
 LH1252                          SUPERSEDED SURVEY CONTROL
 LH1252
 LH1252  NAD 83(1986)-  40 42 07.83086(N)    098 35 21.42202(W) AD(       ) 1
 LH1252  NAD 27      -  40 42 07.77800(N)    098 35 20.17800(W) AD(       ) 1
 LH1252  NGVD 29 (07/19/86)  638.3    (m)         2094.     (f) VERT ANG       
 LH1252
 LH1252.Superseded values are not recommended for survey control.
 LH1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1252.See file dsdata.txt to determine how the superseded data were derived.
 LH1252
 LH1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3469705777(NAD 83)
 LH1252_MARKER: V = STONE MONUMENT
 LH1252_SETTING: 0 = UNSPECIFIED SETTING
 LH1252
 LH1252  HISTORY     - Date     Condition        Report By
 LH1252  HISTORY     - 1898     MONUMENTED       CGS
 LH1252  HISTORY     - 1934     POOR             NEGS
 LH1252  HISTORY     - 1950     GOOD             CGS
 LH1252  HISTORY     - 1959     GOOD             CGS
 LH1252
 LH1252                          STATION DESCRIPTION
 LH1252
 LH1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1252'THIS STATION IS ON THE SUMMIT OF A PROMINENT SAND HILL, LOCALLY
 LH1252'KNOWN AS BEAN HILL, IN SEC. 31, T. 9 N., R. 11 W., ABOUT 1 MILE
 LH1252'NORTHWEST OF THE TOWN OF PROSSER, ADAMS COUNTY, NEBR., ON LAND
 LH1252'USED AS A CATTLE RANGE.  IT IS UNDER THE CHARGE OF MR. A.W.
 LH1252'BRADLEY, OF JUNIATA.  SURFACE MARK IS A MARBLE POST 8 INCHES
 LH1252'SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED WITH ITS TOP FLUSH WITH
 LH1252'THE GROUND, AND HAVING TWO V-SHAPED GROOVES AT RIGHT ANGLES AND
 LH1252'THE LETTERS U.S.C.S. CUT IN ITS TOP.  UNDERGROUND MARK IS AN
 LH1252'EARTHENWARE CROCK, BURIED ABOUT 3 FEET BELOW THE SURFACE,
 LH1252'WITH BOTTOM TURNED UPWARD AND A SMALL DRILL HOLE IN THE
 LH1252'BOTTOM.  A STONE JUG, WITH A TACK IN THE CENTER OF THE CORK,
 LH1252'WAS PLACED 0.9 FOOT BELOW THE FIRST UNDERGROUND MARK.
 LH1252'RECOVERED 1899, F.D.  GRANGER.
 LH1252
 LH1252                          STATION RECOVERY (1934)
 LH1252
 LH1252'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1252'IN SE. 1/4 SEC. 31, T. 9 N., R. 11 W.  ORIGINAL DESCRIPTION SHOULD
 LH1252'BE REVISED AS FOLLOWS- MARBLE POST HAS BEEN BLOWN OUT AND WAS
 LH1252'FOUND LYING ON THE GROUND.  IN THE CENTER OF THE BLOWOUT, THREE
 LH1252'4 BY 4-INCH POSTS, SET IN A TRIANGLE, WERE UNCOVERED, IN THE
 LH1252'CENTER OF TRIANGLE, 12 INCHES BELOW THE SURFACE, A BROWN STONE
 LH1252'CROCK WAS FOUND.  THE CROCK IS STILL SOLID, BUT AS THE SAND HAS
 LH1252'STARTED TO BLOW IT NOW HAS ONLY ABOUT 12 INCHES OF SAND LEFT AS
 LH1252'COVER.  THE BROWN STONE JUG WAS UNCOVERED TWO FEET BELOW THE
 LH1252'CROCK, THUS CHECKING THE ORIGINAL LOCATION OF THE CROCK.  A
 LH1252'TRENCH WAS DUG AROUND JUG, AND IT WAS CONCRETED IN, THE
 LH1252'CROCK REPLACED OVER IT ALSO WAS CONCRETED, AND 8 INCHES OF
 LH1252'DIRT WERE PLACED OVER CROCK.  THE MARBLE MARKER WAS RESET
 LH1252'WITH CONCRETE AROUND ITS BASE.  THE DIRT WAS TAMPED TO
 LH1252'SURFACE OF GROUND AND A 3-INCH LAYER OF CONCRETE PLACED
 LH1252'AROUND TOP OF MARBLE POST, LEAVING THE TOP 4 INCHES ABOVE
 LH1252'SURFACE.
 LH1252
 LH1252                          STATION RECOVERY (1950)
 LH1252
 LH1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1252'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LH1252'
 LH1252'A NEW DESCRIPTION FOLLOWS.
 LH1252'
 LH1252'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF THE VILLAGE
 LH1252'OF PROSSER, 1/4 MILE NORTHEAST OF MR. BROCKERMANS BARN ON A
 LH1252'PROMINENT KNOLL IN PASTURE LAND.  THE MARK IS IN A SMALL
 LH1252'DEPRESSION ON THE HIGHEST PART OF THE KNOLL AND IS STILL MARKED
 LH1252'BY THE MARBLE POST DESCRIBED IN THE ORIGINAL DESCRIPTION.
 LH1252'
 LH1252'THREE NEW MARKS WERE SET, AZIMUTH, REFERENCE MARK NO. 1 AND
 LH1252'NO. 2.
 LH1252'
 LH1252'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF KNOLL.  THE MARK
 LH1252'PROJECTS 4 INCHES AND THE DISK IS STAMPED PROSSER NO 1 1950.
 LH1252'
 LH1252'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF KNOLL.  THE
 LH1252'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PROSSER NO 2 1950.
 LH1252'
 LH1252'AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 LH1252'ROAD, 6 FEET WEST-NORTHWEST OF A POWERLINE POLE, 2 FEET EAST OF A
 LH1252'WITNESS POST AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE
 LH1252'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PROSSER 1950.
 LH1252'
 LH1252'TO REACH FROM THE POST OFFICE IN PROSSER, GO EAST ON THE MAIN
 LH1252'STREET 0.25 MILE TO A T-INTERSECTION, TURN LEFT (NORTH) 0.8 MILE
 LH1252'TO A T-INTERSECTION, TURN LEFT (WEST) 0.6 MILE TO THE AZIMUTH MARK
 LH1252'ON THE LEFT, CONTINUE WEST 0.4 MILE TO MR. BROCKERMANS HOME ON
 LH1252'THE RIGHT.  FROM MR. BROCKERMANS BARN GO NORTHEAST 0.2 MILE TO
 LH1252'HIGHEST PART OF KNOLL AND THE STATION.
 LH1252'
 LH1252'OBSERVATIONS TAKEN FROM A 64 FT. TOWER.
 LH1252
 LH1252                          STATION RECOVERY (1959)
 LH1252
 LH1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1252'STATION WAS RECOVERED AS DESCRIBED IN 1950 AND ALL MARKS ARE
 LH1252'IN GOOD CONDITION.
 LH1252'
 LH1252'1959 OBSERVATIONS TAKEN FROM 4 FT. STAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0545 ***********************************************************************
 LF0545  DESIGNATION -  PTS 2
 LF0545  PID         -  LF0545
 LF0545  STATE/COUNTY-  NE/RICHARDSON
 LF0545  USGS QUAD   -  DAWSON (1965)
 LF0545
 LF0545                         *CURRENT SURVEY CONTROL
 LF0545  ___________________________________________________________________
 LF0545* NAD 83(1986)-  40 07 34.     (N)    095 49 48.     (W)     SCALED    
 LF0545* NAVD 88     -       289.952  (meters)     951.28   (feet)  ADJUSTED  
 LF0545  ___________________________________________________________________
 LF0545  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LF0545  DYNAMIC HT  -         289.789 (meters)     950.75  (feet)  COMP
 LF0545  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 LF0545
 LF0545  VERT ORDER  -  SECOND    CLASS 0
 LF0545
 LF0545.The horizontal coordinates were scaled from a topographic map and have
 LF0545.an estimated accuracy of +/- 6 seconds.
 LF0545
 LF0545.The orthometric height was determined by differential leveling
 LF0545.and adjusted by the National Geodetic Survey in June 1991..
 LF0545
 LF0545.The geoid height was determined by GEOID03.
 LF0545
 LF0545.The dynamic height is computed by dividing the NAVD 88
 LF0545.geopotential number by the normal gravity value computed on the
 LF0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0545.degrees latitude (g = 980.6199 gals.).
 LF0545
 LF0545.The modeled gravity was interpolated from observed gravity values.
 LF0545
 LF0545;                    North         East    Units  Estimated Accuracy
 LF0545;SPC NE       -    41,080.      855,280.      MT  (+/- 180 meters Scaled)
 LF0545
 LF0545                          SUPERSEDED SURVEY CONTROL
 LF0545
 LF0545  NGVD 29 (??/??/92)  289.867  (m)          951.01   (f) ADJ UNCH    2 0
 LF0545
 LF0545.Superseded values are not recommended for survey control.
 LF0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0545.See file dsdata.txt to determine how the superseded data were derived.
 LF0545
 LF0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE588455(NAD 83)
 LF0545_MARKER: DD = SURVEY DISK
 LF0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0545_SP_SET: CURB
 LF0545_STAMPING: PRIM TRAV STA NO 2 1915
 LF0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0545
 LF0545  HISTORY     - Date     Condition        Report By
 LF0545  HISTORY     - 1915     MONUMENTED       USGS
 LF0545  HISTORY     - 1960     GOOD             NGS
 LF0545  HISTORY     - 1983     GOOD             LOCENG
 LF0545
 LF0545                          STATION DESCRIPTION
 LF0545
 LF0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LF0545'AT DAWSON.
 LF0545'AT DAWSON, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 240
 LF0545'FEET EAST OF THE STATION, 179 FEET EAST OF THE CROSSING OF U.S.
 LF0545'HIGHWAY 75, 17 FEET SOUTHEAST OF AN ABANDONED WATER TANK, 8.7
 LF0545'FEET NORTH OF THE CENTERLINE OF THE TRACK, AT A WELL, AND IN THE
 LF0545'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE CURBING.  A UNITED
 LF0545'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED PRIM TRAV STA
 LF0545'NO 2 1915.
 LF0545
 LF0545                          STATION RECOVERY (1983)
 LF0545
 LF0545'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 LF0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0596 ***********************************************************************
 LF0596  DESIGNATION -  PTS 23
 LF0596  PID         -  LF0596
 LF0596  STATE/COUNTY-  NE/RICHARDSON
 LF0596  USGS QUAD   -  FALLS CITY (1984)
 LF0596
 LF0596                         *CURRENT SURVEY CONTROL
 LF0596  ___________________________________________________________________
 LF0596* NAD 83(1986)-  40 02 14.     (N)    095 30 40.     (W)     SCALED    
 LF0596* NAVD 88     -       268.269  (meters)     880.15   (feet)  ADJUSTED  
 LF0596  ___________________________________________________________________
 LF0596  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LF0596  DYNAMIC HT  -         268.119 (meters)     879.65  (feet)  COMP
 LF0596  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 LF0596
 LF0596  VERT ORDER  -  SECOND    CLASS 0
 LF0596
 LF0596.The horizontal coordinates were scaled from a topographic map and have
 LF0596.an estimated accuracy of +/- 6 seconds.
 LF0596
 LF0596.The orthometric height was determined by differential leveling
 LF0596.and adjusted by the National Geodetic Survey in June 1991..
 LF0596
 LF0596.The geoid height was determined by GEOID03.
 LF0596
 LF0596.The dynamic height is computed by dividing the NAVD 88
 LF0596.geopotential number by the normal gravity value computed on the
 LF0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0596.degrees latitude (g = 980.6199 gals.).
 LF0596
 LF0596.The modeled gravity was interpolated from observed gravity values.
 LF0596
 LF0596;                    North         East    Units  Estimated Accuracy
 LF0596;SPC NE       -    32,580.      882,940.      MT  (+/- 180 meters Scaled)
 LF0596
 LF0596                          SUPERSEDED SURVEY CONTROL
 LF0596
 LF0596  NGVD 29 (??/??/92)  268.198  (m)          879.91   (f) ADJ UNCH    2 0
 LF0596
 LF0596.Superseded values are not recommended for survey control.
 LF0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0596.See file dsdata.txt to determine how the superseded data were derived.
 LF0596
 LF0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE857349(NAD 83)
 LF0596_MARKER: P = PIPE CAP
 LF0596_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LF0596_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LF0596_STAMPING: PRIM TRAV STA NO 23 881 NEBR 1913
 LF0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0596
 LF0596  HISTORY     - Date     Condition        Report By
 LF0596  HISTORY     - 1913     MONUMENTED       USGS
 LF0596  HISTORY     - 1947     GOOD             NGS
 LF0596
 LF0596                          STATION DESCRIPTION
 LF0596
 LF0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LF0596'0.2 MI E FROM PRESTON.
 LF0596'0.25 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LF0596'FROM THE STATION AT PRESTON, AT A ROAD CROSSING, 194.0 FEET
 LF0596'NORTHWEST OF AND ACROSS THE TRACK FROM THE NORTHWEST CORNER OF
 LF0596'THE STONE FOUNDATION FOR A GRAIN ELEVATOR, 73.5 FEET NORTHWEST
 LF0596'OF U.S. COAST AND GEODETIC SURVEY BENCH MARK F 178, 57.5 FEET
 LF0596'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STONE FOUNDATION OF A
 LF0596'FARM HOUSE, 55.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 LF0596'33.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 4.8 FEET
 LF0596'WEST OF A CONCRETE FENCE CORNER POST, 1.8 FOOT EAST OF A
 LF0596'REFERENCE POST, 0.9 FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE,
 LF0596'A U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED ON TOP OF A
 LF0596'3 1/2-INCH IRON PIPE WHICH IS REINFORCED WITH CONCRETE, ABOUT THE
 LF0596'SAME ELEVATION AS THE TRACK AND ABOUT 0.4 FOOT BELOW THE SURFACE
 LF0596'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0492 ***********************************************************************
 MK0492  DESIGNATION -  PTS 28
 MK0492  PID         -  MK0492
 MK0492  STATE/COUNTY-  NE/WASHINGTON
 MK0492  USGS QUAD   -  ARLINGTON (1968)
 MK0492
 MK0492                         *CURRENT SURVEY CONTROL
 MK0492  ___________________________________________________________________
 MK0492* NAD 83(1986)-  41 26 13.     (N)    096 18 34.     (W)     SCALED    
 MK0492* NAVD 88     -       393.899  (meters)    1292.32   (feet)  ADJUSTED  
 MK0492  ___________________________________________________________________
 MK0492  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 MK0492  DYNAMIC HT  -         393.714 (meters)    1291.71  (feet)  COMP
 MK0492  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 MK0492
 MK0492  VERT ORDER  -  SECOND    CLASS 0
 MK0492
 MK0492.The horizontal coordinates were scaled from a topographic map and have
 MK0492.an estimated accuracy of +/- 6 seconds.
 MK0492
 MK0492.The orthometric height was determined by differential leveling
 MK0492.and adjusted by the National Geodetic Survey in June 1991..
 MK0492
 MK0492.The geoid height was determined by GEOID03.
 MK0492
 MK0492.The dynamic height is computed by dividing the NAVD 88
 MK0492.geopotential number by the normal gravity value computed on the
 MK0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0492.degrees latitude (g = 980.6199 gals.).
 MK0492
 MK0492.The modeled gravity was interpolated from observed gravity values.
 MK0492
 MK0492;                    North         East    Units  Estimated Accuracy
 MK0492;SPC NE       -   184,620.      808,250.      MT  (+/- 180 meters Scaled)
 MK0492
 MK0492                          SUPERSEDED SURVEY CONTROL
 MK0492
 MK0492  NGVD 29 (??/??/92)  393.748  (m)         1291.82   (f) ADJ UNCH    2 0
 MK0492
 MK0492.Superseded values are not recommended for survey control.
 MK0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0492.See file dsdata.txt to determine how the superseded data were derived.
 MK0492
 MK0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL247907(NAD 83)
 MK0492_MARKER: P = PIPE CAP
 MK0492_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MK0492_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MK0492_STAMPING: PRIM TRAV NO 28 1292 1917
 MK0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0492
 MK0492  HISTORY     - Date     Condition        Report By
 MK0492  HISTORY     - 1917     MONUMENTED       USGS
 MK0492  HISTORY     - 1947     GOOD             NGS
 MK0492
 MK0492                          STATION DESCRIPTION
 MK0492
 MK0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0492'3.2 MI SE FROM ARLINGTON.
 MK0492'2.2 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE CHICAGO AND
 MK0492'NORTH WESTERN RAILWAY STATION AT ARLINGTON, THENCE 1.0 MILE
 MK0492'SOUTH ALONG A GRAVEL ROAD, IN THE NORTHEAST ANGLE OF A CROSS
 MK0492'ROAD, 29.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 MK0492'26.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 2.0 FEET
 MK0492'SOUTH OF A REFERENCE POST, A U.S. GEOLOGICAL SURVEY BRONZE
 MK0492'CAP RIVETED ON TOP OF A 3-INCH IRON PIPE, ABOUT 2 FEET BELOW THE
 MK0492'ROAD AND PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0552 ***********************************************************************
 LF0552  DESIGNATION -  PTS 4
 LF0552  PID         -  LF0552
 LF0552  STATE/COUNTY-  NE/RICHARDSON
 LF0552  USGS QUAD   -  HUMBOLDT (1965)
 LF0552
 LF0552                         *CURRENT SURVEY CONTROL
 LF0552  ___________________________________________________________________
 LF0552* NAD 83(1986)-  40 09 27.     (N)    095 56 53.     (W)     SCALED    
 LF0552* NAVD 88     -       301.689  (meters)     989.79   (feet)  ADJUSTED  
 LF0552  ___________________________________________________________________
 LF0552  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LF0552  DYNAMIC HT  -         301.522 (meters)     989.24  (feet)  COMP
 LF0552  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 LF0552
 LF0552  VERT ORDER  -  SECOND    CLASS 0
 LF0552
 LF0552.The horizontal coordinates were scaled from a topographic map and have
 LF0552.an estimated accuracy of +/- 6 seconds.
 LF0552
 LF0552.The orthometric height was determined by differential leveling
 LF0552.and adjusted by the National Geodetic Survey in June 1991..
 LF0552
 LF0552.The geoid height was determined by GEOID03.
 LF0552
 LF0552.The dynamic height is computed by dividing the NAVD 88
 LF0552.geopotential number by the normal gravity value computed on the
 LF0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0552.degrees latitude (g = 980.6199 gals.).
 LF0552
 LF0552.The modeled gravity was interpolated from observed gravity values.
 LF0552
 LF0552;                    North         East    Units  Estimated Accuracy
 LF0552;SPC NE       -    44,080.      845,070.      MT  (+/- 180 meters Scaled)
 LF0552
 LF0552                          SUPERSEDED SURVEY CONTROL
 LF0552
 LF0552  NGVD 29 (??/??/92)  301.603  (m)          989.51   (f) ADJ UNCH    2 0
 LF0552
 LF0552.Superseded values are not recommended for survey control.
 LF0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0552.See file dsdata.txt to determine how the superseded data were derived.
 LF0552
 LF0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE489494(NAD 83)
 LF0552_MARKER: DD = SURVEY DISK
 LF0552_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LF0552_SP_SET: BRIDGE ABUTMENT
 LF0552_STAMPING: PRIM TRAV STA NO 4 NEBR 1915 990
 LF0552_MARK LOGO: USGS  
 LF0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 LF0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF0552+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1996
 LF0552
 LF0552  HISTORY     - Date     Condition        Report By
 LF0552  HISTORY     - 1915     MONUMENTED       USGS
 LF0552  HISTORY     - 19960627 GOOD             NEDR
 LF0552
 LF0552                          STATION DESCRIPTION
 LF0552
 LF0552'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 LF0552'AT HUMBOLDT.
 LF0552'AT HUMBOLDT, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LF0552'750 FEET NORTH OF THE STATION, AT THE EAST END OF BRIDGE 40.36,
 LF0552'IN THE TOP OF THE CENTER PIER, 7 FEET SOUTH OF THE CENTERLINE
 LF0552'OF THE TRACK, AND ABOUT 8 INCHES HIGHER THAN THE TRACK.  A
 LF0552'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED PRIM
 LF0552'TRAV STA NO 4 NEBR 1915 990.
 LF0552
 LF0552                          STATION RECOVERY (1996)
 LF0552
 LF0552'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 LF0552'RECOVERED IN GOOD CONDITION, IN THE WEST EDGE OF HUMBOLDT, ABOUT 750
 LF0552'FT (228.6 M) WEST ALONG THE BURLINGTON RAILROAD TRACKS FROM THE
 LF0552'CROSSING OF STATE HIGHWAY 105, WHICH IS ALSO NEMAHA STREET, CEMENTED
 LF0552'INTO A DRILLED HOLE IN THE TOP OF THE CENTER OF THE EAST END OF
 LF0552'RAILROAD BRIDGE NUMBER 40 36, ON RAILROAD PROPERTY, AND IN THE NW1/4,
 LF0552'SEC10, T12N, R13E.  IT IS 7 FT (2.1 M) SOUTH OF THE CENTERLINE OF THE
 LF0552'TRACK AND IS ABOUT 1 FT (0.3 M) LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8433 ***********************************************************************
 AJ8433  DESIGNATION -  PTS 4 RESET
 AJ8433  PID         -  AJ8433
 AJ8433  STATE/COUNTY-  NE/RICHARDSON
 AJ8433  USGS QUAD   -  HUMBOLDT (1965)
 AJ8433
 AJ8433                         *CURRENT SURVEY CONTROL
 AJ8433  ___________________________________________________________________
 AJ8433* NAD 83(1986)-  40 09 27.     (N)    095 56 53.     (W)     SCALED    
 AJ8433* NAVD 88     -       299.81   (meters)     983.6    (feet)  RESET     
 AJ8433  ___________________________________________________________________
 AJ8433  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 AJ8433
 AJ8433  VERT ORDER  -  THIRD
 AJ8433
 AJ8433.The horizontal coordinates were scaled from a topographic map and have
 AJ8433.an estimated accuracy of +/- 6 seconds.
 AJ8433
 AJ8433.The orthometric height was computed from unverified reset data.
 AJ8433.No vertical observational check was made to the station.
 AJ8433
 AJ8433.The geoid height was determined by GEOID03.
 AJ8433
 AJ8433;                    North         East    Units  Estimated Accuracy
 AJ8433;SPC NE       -    44,080.      845,070.      MT  (+/- 180 meters Scaled)
 AJ8433
 AJ8433                          SUPERSEDED SURVEY CONTROL
 AJ8433
 AJ8433.No superseded survey control is available for this station.
 AJ8433
 AJ8433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE489494(NAD 83)
 AJ8433_MARKER: DD = SURVEY DISK
 AJ8433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8433_STAMPING: PTS 4 RESET 2001
 AJ8433_MARK LOGO: NEDR  
 AJ8433_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8433+STABILITY: SURFACE MOTION
 AJ8433
 AJ8433  HISTORY     - Date     Condition        Report By
 AJ8433  HISTORY     - 2001     MONUMENTED       NEDR
 AJ8433
 AJ8433                          STATION DESCRIPTION
 AJ8433
 AJ8433'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2001 (LB)
 AJ8433'FROM THE INTERSECTION OF HIGHWAY 4 AND HIGHWAY 105 NEAR HUMBOLDT, GO
 AJ8433'SOUTH ON HIGHWAY 105 APPROXIMATELY 1.10 MILES (1.77 KM) TO PARK
 AJ8433'ENTRANCE (WEST) , TURN RIGHT AND GO 630 FEET (192.0 M) TO BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0298 ***********************************************************************
 MN0298  CBN         -  This is a Cooperative Base Network Control Station.
 MN0298  DESIGNATION -  PUMKIN
 MN0298  PID         -  MN0298
 MN0298  STATE/COUNTY-  NE/BANNER
 MN0298  USGS QUAD   -  HARRISBURG (1979)
 MN0298
 MN0298                         *CURRENT SURVEY CONTROL
 MN0298  ___________________________________________________________________
 MN0298* NAD 83(1995)-  41 35 00.11733(N)    103 39 51.50003(W)     ADJUSTED  
 MN0298* NAVD 88     -      1365.195  (meters)    4478.98   (feet)  ADJUSTED  
 MN0298  ___________________________________________________________________
 MN0298  X           -  -1,128,920.053 (meters)                     COMP
 MN0298  Y           -  -4,643,586.573 (meters)                     COMP
 MN0298  Z           -   4,211,995.782 (meters)                     COMP
 MN0298  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 MN0298  ELLIP HEIGHT-        1346.10  (meters)          (09/24/01) GPS OBS
 MN0298  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 MN0298  DYNAMIC HT  -        1364.220 (meters)    4475.78  (feet)  COMP
 MN0298  MODELED GRAV-     979,862.1   (mgal)                       NAVD 88
 MN0298
 MN0298  HORZ ORDER  -  B
 MN0298  VERT ORDER  -  SECOND    CLASS 0
 MN0298  ELLP ORDER  -  FOURTH    CLASS I
 MN0298
 MN0298.The horizontal coordinates were established by GPS observations
 MN0298.and adjusted by the National Geodetic Survey in June 1996..
 MN0298
 MN0298.The orthometric height was determined by differential leveling
 MN0298.and adjusted by the National Geodetic Survey in June 1991..
 MN0298
 MN0298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MN0298
 MN0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0298
 MN0298.The ellipsoidal height was determined by GPS observations
 MN0298.and is referenced to NAD 83.
 MN0298
 MN0298.The geoid height was determined by GEOID03.
 MN0298
 MN0298.The dynamic height is computed by dividing the NAVD 88
 MN0298.geopotential number by the normal gravity value computed on the
 MN0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0298.degrees latitude (g = 980.6199 gals.).
 MN0298
 MN0298.The modeled gravity was interpolated from observed gravity values.
 MN0298
 MN0298;                    North         East     Units Scale Factor Converg.
 MN0298;SPC NE       -   200,769.928   194,632.699   MT  0.99965951   -2 25 42.0
 MN0298;UTM  13      - 4,604,380.937   611,338.893   MT  0.99975255   +0 53 11.8
 MN0298
 MN0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0298!SPC NE       -   0.99978891  x   0.99965951  =   0.99944849
 MN0298!UTM  13      -   0.99978891  x   0.99975255  =   0.99954151
 MN0298
 MN0298:                Primary Azimuth Mark                     Grid Az
 MN0298:SPC NE       -  GERING HWY PATROL RAD TWR                002 56 36.8
 MN0298:UTM  13      -  GERING HWY PATROL RAD TWR                359 37 43.0
 MN0298
 MN0298|---------------------------------------------------------------------|
 MN0298| PID    Reference Object                     Distance      Geod. Az  |
 MN0298|                                                           dddmmss.s |
 MN0298| MN0644 GERING HWY PATROL RAD TWR           APPROX.13.8 KM 0003054.8 |
 MN0298| MN0297 PUMKIN RM 1                          31.791 METERS 20713     |
 MN0298| MN0295 PUMKIN AZ MK                                       2643341.3 |
 MN0298| MN0296 PUMKIN AZ MK 2 RESET                               2661747.9 |
 MN0298| MN0299 PUMKIN RM 2                          30.541 METERS 32739     |
 MN0298|---------------------------------------------------------------------|
 MN0298
 MN0298                          SUPERSEDED SURVEY CONTROL
 MN0298
 MN0298  ELLIP H (06/25/96) 1346.13   (m)                       GP(       ) 1 1
 MN0298  ELLIP H (01/07/93) 1346.47   (m)                       GP(       ) 4 2
 MN0298  NAD 83(1986)-  41 35 00.10601(N)    103 39 51.50243(W) AD(       ) 1
 MN0298  NAD 27      -  41 35 00.20170(N)    103 39 49.70080(W) AD(       ) 1
 MN0298  NAVD 88 (06/25/96) 1365.19   (m)         4479.0    (f) LEVELING    3  
 MN0298  NGVD 29 (??/??/92) 1364.499  (m)         4476.69   (f) ADJ UNCH    2 0
 MN0298
 MN0298.Superseded values are not recommended for survey control.
 MN0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0298.See file dsdata.txt to determine how the superseded data were derived.
 MN0298
 MN0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1133904381(NAD 83)
 MN0298_MARKER: DS = TRIANGULATION STATION DISK
 MN0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0298_SP_SET: CONCRETE POST
 MN0298_STAMPING: PUMKIN 1934
 MN0298_MARK LOGO: CGS   
 MN0298_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0298+STABILITY: SURFACE MOTION
 MN0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0298+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 MN0298
 MN0298  HISTORY     - Date     Condition        Report By
 MN0298  HISTORY     - 1934     MONUMENTED       CGS
 MN0298  HISTORY     - 1963     GOOD             CGS
 MN0298  HISTORY     - 1966     GOOD             CGS
 MN0298  HISTORY     - 1973     GOOD             NGS
 MN0298  HISTORY     - 1973     GOOD             NGS
 MN0298  HISTORY     - 19890713 GOOD             NGS
 MN0298  HISTORY     - 19950504 GOOD             NGS
 MN0298
 MN0298                          STATION DESCRIPTION
 MN0298
 MN0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0298'STATION IS ABOUT 5 MILES EAST OF HARRISBURG AND IS ON A RIDGE IN
 MN0298'PASTURE LAND ABOUT 5 MILES SOUTH OF PUMPKIN CREEK, 3/4 MILE EAST
 MN0298'OF STATE HIGHWAY 29, AND 60 YARDS NORTH OF THE RIGHT-OF-WAY
 MN0298'FENCE ON THE NORTH SIDE OF STATE HIGHWAY 88.  PROJECTS 10 INCHES.
 MN0298'
 MN0298'THE STATION IS REACHED FROM GERING BY GOING SOUTH ON STATE
 MN0298'HIGHWAY 29 FOR 18.0 MILES TO THE JUNCTION WITH STATE HIGHWAY
 MN0298'88.  TURN EAST ON STATE HIGHWAY 88 AND GO 0.7 MILE TO THE TOP
 MN0298'OF A RISE IN THE ROAD.  THE STATION IS IN THE PASTURE LAND 60
 MN0298'YARDS NORTH OF THE FENCE AT THIS POINT.
 MN0298'
 MN0298'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0298'BRONZE DISKS SET IN CONCRETE.
 MN0298'
 MN0298'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION AND PROJECTS
 MN0298'8 INCHES.
 MN0298'
 MN0298'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND PROJECTS
 MN0298'8 INCHES.
 MN0298'
 MN0298'AZIMUTH MARK IS ON A RIDGE ABOUT 0.3 MILE WEST OF THE STATION,
 MN0298'60 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND PROJECTS 10
 MN0298'INCHES.
 MN0298'
 MN0298'A 4-FOOT STAND WAS ERECTED.
 MN0298
 MN0298                          STATION RECOVERY (1963)
 MN0298
 MN0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0298'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MN0298'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.
 MN0298'THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 MN0298'
 MN0298'FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 MN0298'
 MN0298'THE STATION IS 4 MILES EAST AND 2 MILES NORTH OF HARRISBURG,
 MN0298'NEAR THE SOUTH CENTER OF THE SOUTHEAST QUARTER OF SECTION 28,
 MN0298'T 19 N, R 55 W, AND ON PROPERTY OWNED BY MRS. MARTHA D. STAUFFER.
 MN0298'
 MN0298'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0298'STATE HIGHWAY 71 IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR 24.45
 MN0298'MILES TO A SIDE ROAD ON THE RIGHT (STATE HIGHWAY 88).  TURN
 MN0298'RIGHT AND GO EAST ON HIGHWAY 88 FOR 0.3 MILE TO THE AZIMUTH
 MN0298'MARK ON THE LEFT.  CONTINUE EAST ON HIGHWAY 88 FOR 0.3 MILE TO
 MN0298'THE STATION ON THE LEFT, 192 FEET NORTH OF THE CENTER OF THE
 MN0298'HIGHWAY.
 MN0298'
 MN0298'STATION MARK IS A STANDARD DISK STAMPED PUMKIN 1934, SET IN A
 MN0298'SQUARE CONCRETE POST WHICH PROJECTS 12 INCHES.  IT IS 159 FEET
 MN0298'NORTH OF A METAL WITNESS POST IN AN EAST-WEST FENCE.
 MN0298'THE UNDERGROUND MARK WAS NOT INSPECTED BY THIS PARTY.
 MN0298'
 MN0298'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PUMKIN NO 1 1934,
 MN0298'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 MN0298'
 MN0298'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PUMKIN NO 2 1934,
 MN0298'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 9 INCHES.  IT
 MN0298'IS 99 FEET NORTH OF THE CENTER OF HIGHWAY 88, 87 FEET NORTHEAST
 MN0298'OF THE METAL WITNESS POST, AND 66 FEET NORTH OF THE FENCE.
 MN0298'
 MN0298'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED PUMKIN
 MN0298'1934 AZIMUTH, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0298'6 INCHES.  IT IS 31.5 FEET NORTH OF THE CENTER OF HIGHWAY 88,
 MN0298'2.5 FEET NORTHEAST OF A METAL WITNESS POST, AND 2 FEET NORTH
 MN0298'OF A FENCE.
 MN0298'
 MN0298'NOTE--REFERENCE MARKS WERE MEASURED PULLING 7 KG. TAPE TENSION.
 MN0298
 MN0298                          STATION RECOVERY (1966)
 MN0298
 MN0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MN0298'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 MN0298'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF HIGHWAY IMPROVEMENT
 MN0298'SO A NEW MARK WAS SET AND THE ORIGINAL AZIMUTH DESTROYED.
 MN0298'
 MN0298'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 71 AND
 MN0298'88, ABOUT 4.5 MILES EAST AND 2 MILES NORTH OF HARRISBURG, GO
 MN0298'EAST ON HIGHWAY 88 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT,
 MN0298'CONTINUE EAST ON THE HIGHWAY FOR 0.3 MILE TO THE STATION ON THE
 MN0298'LEFT.
 MN0298'
 MN0298'THE STATION IS 192 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 MN0298'THE MARK PROJECTS 14 INCHES AND THE DISK IS STAMPED PUMKIN 1934.
 MN0298'
 MN0298'R.M. NO. 1 IS 99 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 MN0298'AND 1.5 FEET WEST OF A METAL WITNESS POST.  THE MARK PROJECTS
 MN0298'5 INCHES AND THE DISK IS STAMPED PUMKIN NO 1 1934.
 MN0298'
 MN0298'R.M. NO. 2 IS TO THE NORTHWEST OF THE STATION AT ABOUT THE SAME
 MN0298'ELEVATION.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 MN0298'PUMKIN NO 2 1934.
 MN0298'
 MN0298'THE AZIMUTH MARK IS 83 FEET NORTH OF THE CENTERLINE OF THE
 MN0298'HIGHWAY, 63 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 2 FEET
 MN0298'EAST OF A METAL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 MN0298'DISK IS STAMPED PUMKIN 1934 AZ 2 BM RESET 1966.
 MN0298'
 MN0298'R.M. NO. 1 TO R.M. NO. 2 177.46 FEET - 54.090 METERS.
 MN0298'
 MN0298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 MN0298'EAST-NORTHEAST HARRISBURG.
 MN0298
 MN0298                          STATION RECOVERY (1973)
 MN0298
 MN0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0298'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 MN0298'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 MN0298'AND THE DIRECTION TO THE MARKS COMPARED FAVORABLY WITH THE OLD
 MN0298'DATA.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 MN0298'
 MN0298'THE STATION IS LOCATED 17 MILES SOUTH OF GERING, 16 MILES
 MN0298'SOUTHWEST OF MELBETA, 4.5 MILES NORTHEAST OF HARRISBURG, ON TOP
 MN0298'OF A LOW RIDGE IN A PASTURE THAT IS NORTH OF STATE HIGHWAY 88, AND
 MN0298'ON PROPERTY OWNED BY MRS. MARTHA D. STAUFFER WHO LIVES 1.75
 MN0298'MILES NORTH OF THE STATION.
 MN0298'
 MN0298'TO REACH THE STATION FROM THE POST OFFICE IN GERING, GO EAST 1
 MN0298'BLOCK TO 10TH STREET.  (STATE HIGHWAY 71).  TURN RIGHT AND GO
 MN0298'SOUTH ON STATE HIGHWAY 71 FOR 0.2 MILE TO THE JUNCTION OF STATE
 MN0298'HIGHWAYS 71 AND 92 AT THE SOUTH EDGE OF GERING.  CONTINUE SOUTH
 MN0298'ON STATE HIGHWAY 71 FOR 9.1 MILES TO THE BANNER-SCOTSBLUFF
 MN0298'COUNTY LINE.  CONTINUE SOUTH ON STATE HIGHWAY 71 FOR 7.8
 MN0298'MILES TO A SIDE ROAD LEFT.  (STATE HIGHWAY 88).  TURN LEFT AND
 MN0298'GO EAST FOR 0.3 MILE TO THE AZIMUTH MARK ON THE NORTH SIDE OF
 MN0298'THE ROAD.  CONTINUE EAST ON STATE HIGHWAY 88 FOR 0.7 MILE TO A
 MN0298'WIRE GATE ON THE LEFT UNDER A 3-WIRE POWER LINE OPPOSITE
 MN0298'MILEPOST 1.  TURN LEFT AND GO NORTH THROUGH GATE, THEN TURN
 MN0298'SHARP LEFT AND GO WEST ALONG THE NORTH SIDE OF FENCE FOR 0.4
 MN0298'MILE TO THE STATION ON A LOW RIDGE IN THE PASTURE.
 MN0298'
 MN0298'THE STATION IS A STANDARD DISK STAMPED PUMKIN 1934, CEMENTED IN
 MN0298'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 0.9
 MN0298'FOOT ABOVE GROUND.  IT IS 117.0 FEET NORTH-NORTHEAST OF A
 MN0298'YELLOW CONCRETE RIGHT-OF-WAY MARKER AND 110.0 FEET NORTH OF A
 MN0298'METAL WITNESS POST WITH SIGN SET IN A FENCELINE.
 MN0298'
 MN0298'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PUMKIN NO. 1 1934,
 MN0298'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MN0298'PROJECTS 0.5 FOOT ABOVE GROUND.  IT IS 55.0 FEET WEST-NORTHWEST
 MN0298'OF A METAL WITNESS POST WITH SIGN, 28.0 FEET NORTH OF A YELLOW
 MN0298'CONCRETE RIGHT-OF-WAY MARKER, AND ABOUT 3 FEET LOWER THAN THE
 MN0298'STATION.
 MN0298'
 MN0298'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PUMKIN NO. 2 1934,
 MN0298'CEMENTED IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT PROJECTS
 MN0298'0.8 FOOT ABOVE GROUND.  IT IS 194.0 FEET NORTH OF THE NORTH
 MN0298'RIGHT-OF-WAY FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 MN0298'
 MN0298'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PUMKIN 1934 AZ
 MN0298'2 BM RESET 1966, CEMENTED IN THE TOP OF A 12-INCH DIAMETER
 MN0298'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 MN0298'GROUND.  IT IS 88.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MN0298'12.5 FEET SOUTH OF A EAST-WEST FENCE, AND 2.1 FEET EAST-NORTHEAST
 MN0298'OF A METAL WITNESS POST WITH SIGN.
 MN0298'
 MN0298'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MN0298'
 MN0298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 MN0298'NORTHEAST OF HARRISBURG.
 MN0298
 MN0298                          STATION RECOVERY (1973)
 MN0298
 MN0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MN0298'4.5 MI NE FROM HARRISBURG.
 MN0298'FROM THE POST OFFICE IN GERING 1 BLOCK EAST TO STATE HIGHWAY
 MN0298'71 THENCE SOUTH ON STATE HIGHWAY 71 0.2 MILE TO JUNCTION OF
 MN0298'STATE HIGHWAYS 71 AND 92 THENCE SOUTH ON STATE HIGHWAY 71 9.1
 MN0298'MILES TO BANNER-SCOTTSBLUFF COUNTY LINE THENCE SOUTH ON STATE
 MN0298'HIGHWAY 71 7.8 MILES TO JUNCTION WITH STATE HIGHWAY 88 ON THE
 MN0298'LEFT THENCE LEFT ON STATE HIGHWAY 88 0.6 MILE TO THE MARK IN
 MN0298'FIELD ON NORTH SIDE OF ROAD.  A STANDARD TRIANGULATION STATION
 MN0298'DISK CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MN0298'PROJECTING 11 INCHES ABOVE GROUND, 117 FEET NORTH OF A YELLOW
 MN0298'CONCRETE RIGHT-OF-WAY MARKER, AND 110 FEET NORTH OF A METAL
 MN0298'WITNESS POST IN THE EAST-WEST FENCE LINE.
 MN0298
 MN0298                          STATION RECOVERY (1989)
 MN0298
 MN0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MN0298'THE STATIN IS LOCATED ABOUT 27.37 KM (17.00 MI) SOUTH OF GERING, 25.76
 MN0298'KM (16.00 MI) SOUTHWEST OF MELBETA, 7.24 KM (4.50 MI) NORTHEAST OF
 MN0298'HARRISBURG, ON THE TOP OF A LOW RIDGE IN A PASTURE THAT IS NORTH OF
 MN0298'STATE HIGHWAY 88.  OWNERSHIP--BOB STAUFFER, TELEPHONE IS 308-436-4838.
 MN0298'TO REACH THE STATION FROM THE BANNER COURTHOUSE IN HARRISBURG, GO
 MN0298'EASTERLY ON STATE ROUTE SPUR 4A FOR 6.48 KM (4.05 MI) TO THE JUNCTION
 MN0298'WITH STATE HIGHWAY 71.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 71 FOR
 MN0298'1.60 KM (1.00 MI) TO THE JUNCTION WITH STATE HIGHWAY 88 EAST.  TURN
 MN0298'RIGHT AND GO EAST ON STATE HIGHWAY 88 EAST FOR 1.60 KM (1.00 MI) TO A
 MN0298'WIRE GATE ON THE LEFT UNDER A 3-WIRE POWER LINE OPPOSITE MILEPOST 1.
 MN0298'TURN LEFT AND GO NORTH THROUGH THE GATE, THEN TURN SHARP LEFT AND GO
 MN0298'WEST ALONG THE NORTH SIDE OF A FENCE FOR 0.59 KM (0.35 MI) TO THE
 MN0298'STATION ON A LOW RIDGE IN THE PASTURE.
 MN0298'THE STATION MARK IS SET 36.0 M (118.1 FT) NORTH-NORTHEAST OF A
 MN0298'RIGHT-OF-WAY POST AND 33.9 M (111.2 FT) NORTH OF A WITNESS POST IN A
 MN0298'FENCELINE.
 MN0298'DESCRIBED FROM SHEA 1973 DESCRIPTION, MODIFIED BY R.D.BALL.
 MN0298
 MN0298                          STATION RECOVERY (1995)
 MN0298
 MN0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MN0298'THE MARK IS LOCATED ABOUT 17.0 MI (27.4 KM) SOUTH OF GERING, 4.5 MI
 MN0298'(7.2 KM) NORTHEAST OF HARRISBURG, 1.25 MI (2.01 KM) EAST FROM STATE
 MN0298'HIGHWAY 71, ABOUT 175 FT (53.3 M) NORTH OF STATE HIGHWAY 88, IN THE
 MN0298'SE1/4, SEC28, T19N, R55W, IN A PASTURE ON PROPERTY OWNED BY ROBERT
 MN0298'STAUFFER, HCR 50, HARRISBURG, NEBRASKA.  TELEPHONE 308-436-4838.  TO
 MN0298'REACH THE MARK FROM THE COURTHOUSE IN HARRISBURG, GO EAST ON STATE
 MN0298'ROAD S4A FOR 4.05 MI (6.52 KM) TO STATE HIGHWAY 71.  TURN LEFT AND GO
 MN0298'NORTH ON HIGHWAY 71 FOR 1.0 MI (1.6 KM) TO STATE HIGHWAY 88.  TURN
 MN0298'RIGHT AND GO EAST ON HIGHWAY 88 FOR 1.0 MI (1.6 KM), PASSING THE
 MN0298'STATION AT MILEAGE 0.65 MI (1.05 KM), TO A GATE ON THE LEFT, OPPOSITE
 MN0298'MILE POST 1.  TURN LEFT, PASS THROUGH THE GATE, AND TURN SHARP LEFT
 MN0298'AND GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR 0.35 MI (0.56 KM) TO
 MN0298'THE MARK.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 MN0298'THAT PROJECTS 1.0 FT (0.3 M) ABOVE THE GROUND SURFACE.  IT IS 118.1 FT
 MN0298'(36.0 M) NORTH-NORTHEAST FROM A CONCRETE RIGHT-OF-WAY MARKER AND 111.2
 MN0298'FT (33.9 M) NORTH FROM A METAL WITNESS POST AND A FIBERGLASS WITNESS
 MN0298'POST.  THE WITNESS POST ARE SET AT THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0295 ***********************************************************************
 MN0295  DESIGNATION -  PUMKIN AZ MK
 MN0295  PID         -  MN0295
 MN0295  STATE/COUNTY-  NE/BANNER
 MN0295  USGS QUAD   -  HARRISBURG (1979)
 MN0295
 MN0295                         *CURRENT SURVEY CONTROL
 MN0295  ___________________________________________________________________
 MN0295* NAD 83(1986)-  41 34 59.     (N)    103 40 11.     (W)     SCALED    
 MN0295* NAVD 88     -      1364.185  (meters)    4475.66   (feet)  ADJUSTED  
 MN0295  ___________________________________________________________________
 MN0295  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 MN0295  DYNAMIC HT  -        1363.211 (meters)    4472.47  (feet)  COMP
 MN0295  MODELED GRAV-     979,861.7   (mgal)                       NAVD 88
 MN0295
 MN0295  VERT ORDER  -  SECOND    CLASS 0
 MN0295
 MN0295.The horizontal coordinates were scaled from a topographic map and have
 MN0295.an estimated accuracy of +/- 6 seconds.
 MN0295
 MN0295.The orthometric height was determined by differential leveling
 MN0295.and adjusted by the National Geodetic Survey in June 1991..
 MN0295
 MN0295.The geoid height was determined by GEOID03.
 MN0295
 MN0295.The dynamic height is computed by dividing the NAVD 88
 MN0295.geopotential number by the normal gravity value computed on the
 MN0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0295.degrees latitude (g = 980.6199 gals.).
 MN0295
 MN0295.The modeled gravity was interpolated from observed gravity values.
 MN0295
 MN0295;                    North         East    Units  Estimated Accuracy
 MN0295;SPC NE       -   200,760.      194,180.      MT  (+/- 180 meters Scaled)
 MN0295
 MN0295                          SUPERSEDED SURVEY CONTROL
 MN0295
 MN0295  NGVD 29 (??/??/92) 1363.488  (m)         4473.38   (f) ADJ UNCH    2 0
 MN0295
 MN0295.Superseded values are not recommended for survey control.
 MN0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0295.See file dsdata.txt to determine how the superseded data were derived.
 MN0295
 MN0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG108043(NAD 83)
 MN0295_MARKER: DZ = AZIMUTH MARK DISK
 MN0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0295_STAMPING: PUMKIN AZIMUTH 1934
 MN0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0295+STABILITY: SURFACE MOTION
 MN0295
 MN0295  HISTORY     - Date     Condition        Report By
 MN0295  HISTORY     - 1934     MONUMENTED       CGS
 MN0295
 MN0295                          STATION DESCRIPTION
 MN0295
 MN0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0295'20.5 MI W FROM REDINGTON.
 MN0295'20.5 MILES WEST OF POST OFFICE ALONG STATE HIGHWAY NO. 88 BETWEEN
 MN0295'REDINGTON, NEBRASKA, AND JUNCTION WITH STATE HIGHWAY NO. 29,
 MN0295'34 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY NO. 88, AND
 MN0295'2.0 FEET NORTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0296 ***********************************************************************
 MN0296  DESIGNATION -  PUMKIN AZ MK 2 RESET
 MN0296  PID         -  MN0296
 MN0296  STATE/COUNTY-  NE/BANNER
 MN0296  USGS QUAD   -  HARRISBURG (1979)
 MN0296
 MN0296                         *CURRENT SURVEY CONTROL
 MN0296  ___________________________________________________________________
 MN0296* NAD 83(1986)-  41 34 58.     (N)    103 40 11.     (W)     SCALED    
 MN0296* NAVD 88     -      1363.54   (meters)    4473.5    (feet)  RESET     
 MN0296  ___________________________________________________________________
 MN0296  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 MN0296
 MN0296  VERT ORDER  -  THIRD
 MN0296
 MN0296.The horizontal coordinates were scaled from a topographic map and have
 MN0296.an estimated accuracy of +/- 6 seconds.
 MN0296
 MN0296.The orthometric height was computed from unverified reset data.
 MN0296
 MN0296.The geoid height was determined by GEOID03.
 MN0296
 MN0296;                    North         East    Units  Estimated Accuracy
 MN0296;SPC NE       -   200,720.      194,180.      MT  (+/- 180 meters Scaled)
 MN0296
 MN0296                          SUPERSEDED SURVEY CONTROL
 MN0296
 MN0296.No superseded survey control is available for this station.
 MN0296
 MN0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG108043(NAD 83)
 MN0296_MARKER: DZ = AZIMUTH MARK DISK
 MN0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0296_STAMPING: PUMKIN 1934 AZ 2 BM RESET 1966
 MN0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0296+STABILITY: SURFACE MOTION
 MN0296
 MN0296  HISTORY     - Date     Condition        Report By
 MN0296  HISTORY     - 1966     MONUMENTED       CGS
 MN0296  HISTORY     - 1973     GOOD             NGS
 MN0296
 MN0296                          STATION DESCRIPTION
 MN0296
 MN0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MN0296'4.5 MI NE FROM HARRISBURG.
 MN0296'FROM THE POST OFFICE IN GERING 1 BLOCK EAST TO STATE HIGHWAY
 MN0296'71 THENCE SOUTH ON STATE HIGHWAY 71 0.2 MILE TO JUNCTION OF
 MN0296'STATE HIGHWAYS 71 AND 92 THENCE SOUTH ON STATE HIGHWAY 71 9.1
 MN0296'MILES TO BANNER-SCOTTSBLUFF COUNTY LINE THENCE SOUTH ON STATE
 MN0296'HIGHWAY 71 7.8 MILES TO JUNCTION WITH STATE HIGHWAY 88 ON THE LEFT
 MN0296'THENCE LEFT ON STATE HIGHWAY 88 0.3 MILE TO THE MARK ON THE NORTH SIDE
 MN0296'OF THE ROAD.  A STANDARD AZIMUTH DISK CEMENTED IN THE TOP OF A
 MN0296'12-INCH DIAMETER CYLINDRICAL CONCRETE PROJECTING 2 INCHES ABOVE
 MN0296'GROUND, 88 FEET NORTH OF THE CENTER OF THE ROAD, 12.5 FEET
 MN0296'SOUTH OF THE EAST-WEST FENCE LINE, AND 2.1 FEET EAST-NORTHEAST
 MN0296'OF A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0297 ***********************************************************************
 MN0297  DESIGNATION -  PUMKIN RM 1
 MN0297  PID         -  MN0297
 MN0297  STATE/COUNTY-  NE/BANNER
 MN0297  USGS QUAD   -  HARRISBURG (1979)
 MN0297
 MN0297                         *CURRENT SURVEY CONTROL
 MN0297  ___________________________________________________________________
 MN0297* NAD 83(1986)-  41 35 00.     (N)    103 39 49.     (W)     SCALED    
 MN0297* NAVD 88     -      1364.340  (meters)    4476.17   (feet)  ADJUSTED  
 MN0297  ___________________________________________________________________
 MN0297  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 MN0297  DYNAMIC HT  -        1363.367 (meters)    4472.98  (feet)  COMP
 MN0297  MODELED GRAV-     979,862.1   (mgal)                       NAVD 88
 MN0297
 MN0297  VERT ORDER  -  SECOND    CLASS 0
 MN0297
 MN0297.The horizontal coordinates were scaled from a topographic map and have
 MN0297.an estimated accuracy of +/- 6 seconds.
 MN0297
 MN0297.The orthometric height was determined by differential leveling
 MN0297.and adjusted by the National Geodetic Survey in June 1991..
 MN0297
 MN0297.The geoid height was determined by GEOID03.
 MN0297
 MN0297.The dynamic height is computed by dividing the NAVD 88
 MN0297.geopotential number by the normal gravity value computed on the
 MN0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0297.degrees latitude (g = 980.6199 gals.).
 MN0297
 MN0297.The modeled gravity was interpolated from observed gravity values.
 MN0297
 MN0297;                    North         East    Units  Estimated Accuracy
 MN0297;SPC NE       -   200,760.      194,690.      MT  (+/- 180 meters Scaled)
 MN0297
 MN0297                          SUPERSEDED SURVEY CONTROL
 MN0297
 MN0297  NGVD 29 (??/??/92) 1363.644  (m)         4473.89   (f) ADJ UNCH    2 0
 MN0297
 MN0297.Superseded values are not recommended for survey control.
 MN0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0297.See file dsdata.txt to determine how the superseded data were derived.
 MN0297
 MN0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG113043(NAD 83)
 MN0297_MARKER: DR = REFERENCE MARK DISK
 MN0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0297_STAMPING: PUMKIN NO 1 1934
 MN0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0297+STABILITY: SURFACE MOTION
 MN0297
 MN0297  HISTORY     - Date     Condition        Report By
 MN0297  HISTORY     - 1934     MONUMENTED       CGS
 MN0297  HISTORY     - 1973     GOOD             NGS
 MN0297
 MN0297                          STATION DESCRIPTION
 MN0297
 MN0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MN0297'4.5 MI NE FROM HARRISBURG.
 MN0297'FROM THE POST OFFICE IN GERING 1 BLOCK EAST TO STATE HIGHWAY
 MN0297'71 THENCE SOUTH ON STATE HIGHWAY 71 0.2 MILE TO JUNCTION OF STATE
 MN0297'HIGHWAYS 71 AND 92 THENCE SOUTH ON STATE HIGHWAY 71 9.1 MILES TO
 MN0297'BANNER-SCOTTSBLUFF COUNTY LINE THENCE SOUTH ON STATE HIGHWAY 71
 MN0297'7.8 MILES TO JUNCTION WITH STATE HIGHWAY 88 ON THE LEFT THENCE
 MN0297'LEFT ON STATE HIGHWAY 88 0.6 MILE TO THE MARK IN FIELD ON NORTH
 MN0297'SIDE OF ROAD.  A STANDARD REFERENCE MARK DISK CEMENTED IN THE
 MN0297'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 MN0297'ABOVE GROUND, 55 FEET WEST-NORTHWEST OF A METAL WITNESS POST
 MN0297'IN THE EAST-WEST FENCE LINE, AND 28 FEET NORTH OF A YELLOW
 MN0297'CONCRETE RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0299 ***********************************************************************
 MN0299  DESIGNATION -  PUMKIN RM 2
 MN0299  PID         -  MN0299
 MN0299  STATE/COUNTY-  NE/BANNER
 MN0299  USGS QUAD   -  HARRISBURG (1979)
 MN0299
 MN0299                         *CURRENT SURVEY CONTROL
 MN0299  ___________________________________________________________________
 MN0299* NAD 83(1986)-  41 34 59.     (N)    103 39 52.     (W)     SCALED    
 MN0299* NAVD 88     -      1364.905  (meters)    4478.03   (feet)  ADJUSTED  
 MN0299  ___________________________________________________________________
 MN0299  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 MN0299  DYNAMIC HT  -        1363.930 (meters)    4474.83  (feet)  COMP
 MN0299  MODELED GRAV-     979,861.9   (mgal)                       NAVD 88
 MN0299
 MN0299  VERT ORDER  -  SECOND    CLASS 0
 MN0299
 MN0299.The horizontal coordinates were scaled from a topographic map and have
 MN0299.an estimated accuracy of +/- 6 seconds.
 MN0299
 MN0299.The orthometric height was determined by differential leveling
 MN0299.and adjusted by the National Geodetic Survey in June 1991..
 MN0299
 MN0299.The geoid height was determined by GEOID03.
 MN0299
 MN0299.The dynamic height is computed by dividing the NAVD 88
 MN0299.geopotential number by the normal gravity value computed on the
 MN0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0299.degrees latitude (g = 980.6199 gals.).
 MN0299
 MN0299.The modeled gravity was interpolated from observed gravity values.
 MN0299
 MN0299;                    North         East    Units  Estimated Accuracy
 MN0299;SPC NE       -   200,740.      194,620.      MT  (+/- 180 meters Scaled)
 MN0299
 MN0299                          SUPERSEDED SURVEY CONTROL
 MN0299
 MN0299  NGVD 29 (??/??/92) 1364.209  (m)         4475.74   (f) ADJ UNCH    2 0
 MN0299
 MN0299.Superseded values are not recommended for survey control.
 MN0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0299.See file dsdata.txt to determine how the superseded data were derived.
 MN0299
 MN0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG113043(NAD 83)
 MN0299_MARKER: DR = REFERENCE MARK DISK
 MN0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0299_STAMPING: PUMKIN NO 2 1934
 MN0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0299+STABILITY: SURFACE MOTION
 MN0299
 MN0299  HISTORY     - Date     Condition        Report By
 MN0299  HISTORY     - 1934     MONUMENTED       CGS
 MN0299  HISTORY     - 1973     GOOD             NGS
 MN0299
 MN0299                          STATION DESCRIPTION
 MN0299
 MN0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MN0299'4.5 MI NE FROM HARRISBURG.
 MN0299'FROM THE POST OFFICE IN GERING 1 BLOCK EAST TO STATE HIGHWAY
 MN0299'71 THENCE SOUTH ON STATE HIGHWAY 71 0.2 MILE TO JUNCTION OF STATE
 MN0299'HIGHWAYS 71 AND 92 THENCE SOUTH ON STATE HIGHWAY 71 9.1 MILES
 MN0299'TO BANNER-SCOTTSBLUFF COUNTY LINE THENCE SOUTH ON STATE HIGHWAY
 MN0299'71 7.8 MILES TO JUNCTION WITH STATE HIGHWAY 88 ON THE LEFT
 MN0299'THENCE LEFT ON STATE HIGHWAY 88 0.6 MILE TO THE MARK IN FIELD
 MN0299'ON NORTH SIDE OF ROAD.  A STANDARD REFERENCE MARK DISK CEMENTED
 MN0299'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 9
 MN0299'INCHES ABOVE GROUND, AND 194 FEET NORTH OF THE EAST-WEST FENCE
 MN0299'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0580 ***********************************************************************
 MN0580  DESIGNATION -  PUMP
 MN0580  PID         -  MN0580
 MN0580  STATE/COUNTY-  NE/KIMBALL
 MN0580  USGS QUAD   -  BENNETT RESERVOIR WEST (1979)
 MN0580
 MN0580                         *CURRENT SURVEY CONTROL
 MN0580  ___________________________________________________________________
 MN0580* NAD 83(1995)-  41 18 15.69974(N)    103 38 32.74395(W)     ADJUSTED  
 MN0580* NAVD 88     -      1495.     (meters)    4905.     (feet)  SCALED    
 MN0580  ___________________________________________________________________
 MN0580  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 MN0580  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 MN0580
 MN0580  HORZ ORDER  -  SECOND
 MN0580
 MN0580.The horizontal coordinates were established by classical geodetic methods
 MN0580.and adjusted by the National Geodetic Survey in August 1997..
 MN0580
 MN0580.The orthometric height was scaled from a topographic map.
 MN0580
 MN0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0580
 MN0580.The geoid height was determined by GEOID03.
 MN0580
 MN0580;                    North         East     Units Scale Factor Converg.
 MN0580;SPC NE       -   169,743.928   195,150.098   MT  0.99966475   -2 24 49.8
 MN0580;UTM  13      - 4,573,433.710   613,648.375   MT  0.99975895   +0 53 46.2
 MN0580
 MN0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0580!SPC NE       -   0.99976855  x   0.99966475  =   0.99943337
 MN0580!UTM  13      -   0.99976855  x   0.99975895  =   0.99952755
 MN0580
 MN0580|---------------------------------------------------------------------|
 MN0580| PID    Reference Object                     Distance      Geod. Az  |
 MN0580|                                                           dddmmss.s |
 MN0580| CP8434 PUMP RM 1                            12.716 METERS 06325     |
 MN0580| MN0591 KIMBALL COLLIER TV MICROWAVE        APPROX. 9.5 KM 1703459.6 |
 MN0580| CP8435 PUMP RM 2                            13.643 METERS 18714     |
 MN0580| CP8433 PUMP AZ MK                                         2560353.8 |
 MN0580|---------------------------------------------------------------------|
 MN0580
 MN0580                          SUPERSEDED SURVEY CONTROL
 MN0580
 MN0580  NAD 83(1995)-  41 18 15.69897(N)    103 38 32.74367(W) AD(       ) 2
 MN0580  NAD 83(1986)-  41 18 15.69151(N)    103 38 32.74337(W) AD(       ) 2
 MN0580  NAD 27      -  41 18 15.76610(N)    103 38 30.95530(W) AD(       ) 2
 MN0580
 MN0580.Superseded values are not recommended for survey control.
 MN0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0580.See file dsdata.txt to determine how the superseded data were derived.
 MN0580
 MN0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1364873434(NAD 83)
 MN0580_MARKER: DS = TRIANGULATION STATION DISK
 MN0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0580_STAMPING: PUMP 1963
 MN0580_MARK LOGO: CGS   
 MN0580_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MN0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0580+STABILITY: SURFACE MOTION
 MN0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0580+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1997
 MN0580
 MN0580  HISTORY     - Date     Condition        Report By
 MN0580  HISTORY     - 1963     MONUMENTED       CGS
 MN0580  HISTORY     - 1972     GOOD             NGS
 MN0580  HISTORY     - 19970421 GOOD             NEDR
 MN0580
 MN0580                          STATION DESCRIPTION
 MN0580
 MN0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0580'THE STATION IS 5 MILES NORTH OF KIMBALL, IN THE NORTHWEST
 MN0580'QUARTER OF SECTION 4, T 15 N, R 55 W AND ON PROPERTY OWNED BY
 MN0580'MRS. MAUD BUTTERFIELD.
 MN0580'
 MN0580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0580'STATE HIGHWAY 71, IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR 4.1
 MN0580'MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD
 MN0580'FOR 1.0 MILE TO A FIELD TRACK ROAD ON THE LEFT.  TURN LEFT AND
 MN0580'GO NORTH ON THE TRACK ROAD FOR 0.6 MILE TO A WIRE GATE.
 MN0580'PASS THROUGH THE GATE AND GO NORTHEAST ACROSS A PASTURE FOR
 MN0580'0.15 MILE TO THE STATION ON THE HIGHEST PART OF A SMALL KNOLL.
 MN0580'
 MN0580'STATION MARKS ARE STANDARD DISKS STAMPED PUMP 1963.  THE
 MN0580'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0580'5 INCHES.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MN0580'OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0580'
 MN0580'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PUMP NO 1 1963,
 MN0580'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 MN0580'
 MN0580'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PUMP NO 2 1963,
 MN0580'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 MN0580'
 MN0580'AZIMUTH MARK, A STANDARD DISK STAMPED PUMP 1963, IS SET IN A
 MN0580'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 41 FEET
 MN0580'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN SHED, 3
 MN0580'FEET SOUTHWEST OF A TELEPHONE POLE, AND 1.5 FEET NORTH OF A
 MN0580'METAL WITNESS POST.
 MN0580'
 MN0580'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ACROSS
 MN0580'THE PASTURE FOR 0.15 MILE TO THE GATE.  PASS THROUGH THE GATE
 MN0580'AND GO SOUTH ON THE TRACK ROAD FOR 0.6 MILE TO THE GRAVEL ROAD.
 MN0580'TURN RIGHT AND GO WEST ON THE GRAVEL ROAD FOR 1.0 MILE TO THE
 MN0580'JUNCTION WITH HIGHWAY 71.  TURN RIGHT AND GO NORTH ON HIGHWAY
 MN0580'71 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, EAST OF
 MN0580'HIGHWAY 71.
 MN0580'
 MN0580'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MN0580
 MN0580                          STATION RECOVERY (1972)
 MN0580
 MN0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MN0580'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION AND THE
 MN0580'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 MN0580'
 MN0580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 MN0580'NORTH OF KIMBALL.
 MN0580
 MN0580                          STATION RECOVERY (1997)
 MN0580
 MN0580'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 MN0580'RECOVERED IN GOOD CONDITION.  TO REACH THE MARK FROM THE JUNCTION OF
 MN0580'STATE HIGHWAYS 30 AND 71, IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR 4.80
 MN0580'MI (7.72 KM) TO A FARM DRIVE ON THE RIGHT.  TURN RIGHT, CROSSING A
 MN0580'CATTLE GUARD, AND GO EAST ON A TRACK ROAD FOR 0.60 MI (0.97 KM) TO A
 MN0580'BUILDING AND CORRALS.  PASS THROUGH A GATE AT THE SIDE SIDE OF THE
 MN0580'CORRALS, AND CONTINUE EAST, ALONG THE SOUTH SIDE OF AN EAST-WEST
 MN0580'FENCE, FOR 0.5 MI (0.8 KM) TO A T-FENCE CORNER.  PASS THROUGH A GATE
 MN0580'OF A NORTH-SOUTH FENCE AND CONTINUE EAST-NORTHEAST, ACROSS
 MN0580'PASTURELAND, FOR ABOUT 250 FT (76.2 M) TO THE TOP OF A KNOLL AND THE
 MN0580'MARK.  PROPERTY OWNERSHIP-LUKASSEN FARMS, INC., KIMBALL, NEBRASKA
 MN0580'69145.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT
 MN0580'PROJECTS 4 CM ABOVE THE GROUND.  IT 324.88 FT (99.02 M) SOUTHEAST OF A
 MN0580'NAIL IN THE TOP OF A FENCE POST, 327.85 FT (99.93 M) NORTHEAST OF A
 MN0580'NAIL IN THE TOP OF A CORNER GATE POST AND 320.90 FT (97.81 M) EAST OF
 MN0580'A WITNESS POST IN A FENCELINE.  REBAR WAS DRIVEN ALONG THE NORTH SIDE
 MN0580'OF THE MARK.  ROAD CONSRUCTION CAUSED THE DESTRUCTION OF THE AZIMUTH
 MN0580'MARK.  A NEW AZIMUTH MARK HAS BEEN ESTABLISHED, SEE THE DESCRIPTION
 MN0580'THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1364 ***********************************************************************
 MJ1364  DESIGNATION -  PUMP
 MJ1364  PID         -  MJ1364
 MJ1364  STATE/COUNTY-  NE/DOUGLAS
 MJ1364  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1364
 MJ1364                         *CURRENT SURVEY CONTROL
 MJ1364  ___________________________________________________________________
 MJ1364* NAD 83(1995)-  41 17 13.96490(N)    095 53 50.85044(W)     ADJUSTED  
 MJ1364* NAVD 88     -       298.774  (meters)     980.23   (feet)  ADJUSTED  
 MJ1364  ___________________________________________________________________
 MJ1364  X           -    -493,172.681 (meters)                     COMP
 MJ1364  Y           -  -4,774,404.659 (meters)                     COMP
 MJ1364  Z           -   4,186,622.394 (meters)                     COMP
 MJ1364  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 MJ1364  ELLIP HEIGHT-         271.09  (meters)          (12/12/01) GPS OBS
 MJ1364  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 MJ1364  DYNAMIC HT  -         298.649 (meters)     979.82  (feet)  COMP
 MJ1364  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 MJ1364
 MJ1364  HORZ ORDER  -  FIRST
 MJ1364  VERT ORDER  -  FIRST     CLASS II
 MJ1364  ELLP ORDER  -  FOURTH    CLASS I
 MJ1364
 MJ1364.This mark is at Eppley Airfield Airport (OMA)
 MJ1364
 MJ1364.The horizontal coordinates were established by GPS observations
 MJ1364.and adjusted by the National Geodetic Survey in August 1997..
 MJ1364
 MJ1364.The orthometric height was determined by differential leveling
 MJ1364.and adjusted by the National Geodetic Survey in June 1991..
 MJ1364
 MJ1364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1364
 MJ1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1364
 MJ1364.The ellipsoidal height was determined by GPS observations
 MJ1364.and is referenced to NAD 83.
 MJ1364
 MJ1364.The geoid height was determined by GEOID03.
 MJ1364
 MJ1364.The dynamic height is computed by dividing the NAVD 88
 MJ1364.geopotential number by the normal gravity value computed on the
 MJ1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1364.degrees latitude (g = 980.6199 gals.).
 MJ1364
 MJ1364.The modeled gravity was interpolated from observed gravity values.
 MJ1364
 MJ1364;                    North         East     Units Scale Factor Converg.
 MJ1364;SPC NE       -   169,566.936   843,421.653   MT  0.99966584   +2 43 07.5
 MJ1364;SPC IA S     -   145,710.827   299,203.105   MT  0.99994950   -1 34 45.1
 MJ1364;UTM  15      - 4,574,691.106   257,366.622   MT  1.00032458   -1 54 46.0
 MJ1364
 MJ1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1364!SPC NE       -   0.99995748  x   0.99966584  =   0.99962333
 MJ1364!SPC IA S     -   0.99995748  x   0.99994950  =   0.99990698
 MJ1364!UTM  15      -   0.99995748  x   1.00032458  =   1.00028205
 MJ1364
 MJ1364                          SUPERSEDED SURVEY CONTROL
 MJ1364
 MJ1364  ELLIP H (08/18/97)  271.20   (m)                       GP(       ) 4 1
 MJ1364  NAD 83(1986)-  41 17 13.97286(N)    095 53 50.85357(W) AD(       ) 1
 MJ1364  NAVD 88 (09/24/97)  298.77   (m)          980.2    (f) LEVELING    3  
 MJ1364  NGVD 29 (02/23/90)  299.0    (m)          981.     (f) GPS OBS        
 MJ1364
 MJ1364.Superseded values are not recommended for survey control.
 MJ1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1364.See file dsdata.txt to determine how the superseded data were derived.
 MJ1364
 MJ1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5736774691(NAD 83)
 MJ1364_MARKER: DH = HORIZONTAL CONTROL DISK
 MJ1364_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MJ1364_SP_SET: STORM SEWER JUNCTION BASIN
 MJ1364_STAMPING: PUMP 1989
 MJ1364_MARK LOGO: NGS   
 MJ1364_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MJ1364+STABILITY: POSITION/ELEVATION WELL
 MJ1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1364+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1997
 MJ1364
 MJ1364  HISTORY     - Date     Condition        Report By
 MJ1364  HISTORY     - 1989     MONUMENTED       NGS
 MJ1364  HISTORY     - 19970815 GOOD             NGS
 MJ1364
 MJ1364                          STATION DESCRIPTION
 MJ1364
 MJ1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1364'THE STATION IS LOCATED IN EAST OMAHA AT EPPLEY AIRFIELD, IN THE
 MJ1364'EXTREME SOUTHWEST CORNER OF THE AIRFIELD AT THE AIRFIELD PUMP
 MJ1364'STATION.  OWNERSHIP--OMAHA AIRPORT AUTHORITY, BOX 19103, OMAHA, NE
 MJ1364'68119.  AIRPORT MANAGER IS RONALD B. GREAR, TELEPHONE 402-422-6800.
 MJ1364'THE AIRFIELD IS A RESTRICTED AREA.  ADVANCE NOTICE IS REQUIRED TO
 MJ1364'OCCUPY THE STATION.  CONTACT JOHN WOODS (AIRPORT SECURITY) FOR
 MJ1364'ARRANGING ESCORTS, TELEPHONE 402-422-6808.  TO REACH THE STATION FROM
 MJ1364'THE JUNCTION OF INTERSTATE HIGHWAY 680 AND 30TH STREET (EXIT 13),
 MJ1364'FIRST EXIT WEST OF THE MISSOURI RIVER ON THE NORTH SIDE OF OMAHA, GO
 MJ1364'SOUTH ON 30TH STREET FOR 0.16 KM (0.10 MI) TO A CROSS STREET.  TURN
 MJ1364'LEFT AND GO EAST ON MCKINLEY STREET FOR 0.48 KM (0.30 MI) TO A T-ROAD
 MJ1364'AT THE RIVER.  TURN RIGHT AND GO SOUTH ON J. J.  PERSHING DRIVE THEN
 MJ1364'BEARING LEFT BEFORE CROSSING THE CHICAGO AND NORTHWESTERN RAILROAD
 MJ1364'TRACK THEN GO EAST FOR 3.94 KM (2.45 MI) TO THE JUNCTION WITH 16TH
 MJ1364'STREET.  CONTINUE EAST ON J. J.  PERSHING DRIVE WHICH BECOMES A FOUR
 MJ1364'LANE ROAD AND ABBOTT DRIVE FOR 2.98 KM (1.85 MI) TO THE JUNCTION WITH
 MJ1364'FORT STREET (AIRPORT CARGO ENTRANCE).  CONTINUE SOUTHERLY ON ABBOTT
 MJ1364'DRIVE FOR 1.93 KM (1.20 MI) TO A ROAD LEFT LEADING TO A SHUTTLE
 MJ1364'PARKING LOT AND GATE H. TURN LEFT AND GO EAST FOR 0.24 KM (0.15 MI)
 MJ1364'TO A GATE AT A LARGE YELLOW MAINTENANCE BUILDING.  PARK AND MEET THE
 MJ1364'AIRPORT SECURITY ESCORTS.  THE STATION IS LOCATED AT THE NORTHEAST
 MJ1364'CORNER OF A 7 M (23.0 FT) SQUARE BASIN ON THE NORTH SIDE OF THE PUMP
 MJ1364'STATION.  THE STATION MARK IS SET 16.3 M (53.5 FT) NORTH-NORTHWEST OF
 MJ1364'THE NORTHEAST CORNER OF THE PUMP STATION, 5.9 M (19.4 FT)
 MJ1364'EAST-SOUTHEAST OF A METAL LIGHT POLE, 0.6 M (2.0 FT) NORTHEAST OF A
 MJ1364'RAILING CORNER AND 0.4 M (1.3 FT) SOUTHWEST OF THE NORTHEAST CORNER
 MJ1364'OF THE CONCRETE BASIN.  DESCRIBED BY R.D.BALL.
 MJ1364
 MJ1364                          STATION RECOVERY (1997)
 MJ1364
 MJ1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 MJ1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 15AUG1997 (WCW) .  RECOVERED
 MJ1364'AS DESCRIBED WITH CHANGES.  THE STATION IS LOCATED AT THE SOUTHWEST
 MJ1364'CORNER OF EPPLEY AIRFIELD AT THE WEST STORM SEWER PUMPING STATION
 MJ1364'COLLECTION BASIN.  STORM RUNOFF FROM THE AIRFIELD WATERSHED IS
 MJ1364'COLLECTED HERE THEN PUMPED INTO CITY SEWER OR THE MISSOURI RIVER.
 MJ1364'AIRPORT MANAGER IS DONALD SMITHEY PHONE (402) 422-6800.  CONTACT THE
 MJ1364'AIRPORT OPERATIONS DIRECTOR OR THE PLANNING DIRECTOR SEVEN DAYS IN
 MJ1364'ADVANCE FOR PERMISSION TO OCCUPY THIS STATION, PHONE (402) 422-6800.
 MJ1364'TO REACH THE STATION, FOLLOW THE 1995 DESCRIPTION TO GATE H AT THE
 MJ1364'AIRPORT MAINTAINANCE BUILDING ON PRATT COURT.  PASS THROUGH THE GATE
 MJ1364'AND CONTINUE AHEAD AND GO EAST THEN SOUTHEAST FOR 0.25 KM (0.15 MI) TO
 MJ1364'A PAVED SERVICE ROAD ON RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.35 MI
 MJ1364'(0.56 KM) TO THE SERVICE ROAD TERMINUS, A ONE STORY BRICK STORM SEWER
 MJ1364'PUMP STATION ON RIGHT, AND THE STATION IN THE CONCRETE BASIN ON THE
 MJ1364'NORTH SIDE OF THE PUMP STATION. THE MARK IS A NGS HORIZONTAL CONTROL
 MJ1364'DISK COUNTERSUNK INTO THE 92 CM (36 IN) THICK CONCRETE NORTH WALL OF A
 MJ1364'6.5 M (21.3 FT) BY 8.0 M (26.2 FT) BY 9.2 M (30.2 FT) DEEP STORM SEWER
 MJ1364'JUNCTION BOX.  THE STATION IS LOCATED 31.7 M (104.0 FT) WEST FROM THE
 MJ1364'3.7 M (12.1 FT) WIDE CONCRETE SERVICE ROAD CENTER, 24.5 M (80.4 FT)
 MJ1364'WEST-NORTHWEST FROM A METAL LIGHT POLE, 15.9 M (52.2 FT)
 MJ1364'NORTH-NORTHWEST FROM THE NORTHEAST CORNER OF THE BRICK PUMP STATION.
 MJ1364'THE MARK IS COUNTERSUNK 1 CM INTO THE CONCRETE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0411 ***********************************************************************
 NO0411  DESIGNATION -  PURDUM
 NO0411  PID         -  NO0411
 NO0411  STATE/COUNTY-  NE/CHERRY
 NO0411  USGS QUAD   -  KOSHOPAH SW (1986)
 NO0411
 NO0411                         *CURRENT SURVEY CONTROL
 NO0411  ___________________________________________________________________
 NO0411* NAD 83(1995)-  42 06 14.09968(N)    100 13 19.40437(W)     ADJUSTED  
 NO0411* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 NO0411  ___________________________________________________________________
 NO0411  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 NO0411  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 NO0411
 NO0411  HORZ ORDER  -  FIRST
 NO0411
 NO0411.The horizontal coordinates were established by classical geodetic methods
 NO0411.and adjusted by the National Geodetic Survey in August 1997..
 NO0411
 NO0411.The orthometric height was scaled from a topographic map.
 NO0411
 NO0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0411
 NO0411.The geoid height was determined by GEOID03.
 NO0411
 NO0411;                    North         East     Units Scale Factor Converg.
 NO0411;SPC NE       -   252,120.616   481,637.682   MT  0.99971302   -0 08 49.8
 NO0411;UTM  14      - 4,662,036.617   398,956.209   MT  0.99972563   -0 49 09.9
 NO0411
 NO0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0411!SPC NE       -   0.99986714  x   0.99971302  =   0.99958019
 NO0411!UTM  14      -   0.99986714  x   0.99972563  =   0.99959280
 NO0411
 NO0411|---------------------------------------------------------------------|
 NO0411| PID    Reference Object                     Distance      Geod. Az  |
 NO0411|                                                           dddmmss.s |
 NO0411| CO3537 PURDUM RM 2                          29.202 METERS 22123     |
 NO0411| CO3535 PURDUM AZ MK                                       2885946.4 |
 NO0411| CO3536 PURDUM RM 1                          21.332 METERS 35637     |
 NO0411|---------------------------------------------------------------------|
 NO0411
 NO0411                          SUPERSEDED SURVEY CONTROL
 NO0411
 NO0411  NAD 83(1986)-  42 06 14.10328(N)    100 13 19.41101(W) AD(       ) 1
 NO0411  NAD 27      -  42 06 14.09600(N)    100 13 17.93900(W) AD(       ) 1
 NO0411
 NO0411.Superseded values are not recommended for survey control.
 NO0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0411.See file dsdata.txt to determine how the superseded data were derived.
 NO0411
 NO0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM9895662037(NAD 83)
 NO0411_MARKER: DS = TRIANGULATION STATION DISK
 NO0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0411
 NO0411  HISTORY     - Date     Condition        Report By
 NO0411  HISTORY     - 1949     MONUMENTED       CGS
 NO0411
 NO0411                          STATION DESCRIPTION
 NO0411
 NO0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0411'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND HILL,
 NO0411'ABOUT 2.7 MILES NORTH AND 2.0 MILES EAST OF THE TOWN OF PURDUM,
 NO0411'1.25 MILES NORTH OF CHERRY-BLAINE COUNTY LINE, AND 0.5 MILE SOUTH
 NO0411'OF THE RANCH HOME OF MRS. L.F. NEUBAUER.  IT PROJECTS 6 INCHES
 NO0411'AND IS STAMPED, PURDUM 1949.
 NO0411'
 NO0411'REFERENCE MARK NO. 1 IS ON THE CREST OF A RIDGE NORTH OF THE
 NO0411'STATION AND IS ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION.
 NO0411'IT PROJECTS 4 INCHES AND IS STAMPED, PURDUM NO 1 1949.
 NO0411'
 NO0411'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF A SAND HILL
 NO0411'SOUTHWEST OF THE STATION.  IT IS ABOUT 5.0 FEET BELOW THE
 NO0411'ELEVATION OF THE STATION, PROJECTS 5 INCHES AND IS STAMPED,
 NO0411'PURDUM NO 2 1949.
 NO0411'
 NO0411'AZIMUTH MARK IS 38.0 FEET WEST-NORTHWEST OF THE CENTER OF A
 NO0411'CATTLE GUARD, 24.0 FEET WEST-NORTHWEST OF THE CENTER OF A
 NO0411'ROAD, 1.0 FOOT EAST-SOUTHEAST OF A WITNESS POST, AND 0.5 FOOT
 NO0411'NORTH OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED, PURDUM
 NO0411'1949.
 NO0411'
 NO0411'TO REACH THE STATION FROM THE GENERAL STORE AND BANK BUILDING
 NO0411'IN PURDUM, GO EAST FOR 0.5 MILE TO A T-INTERSECTION, TURN LEFT
 NO0411'AND GO NORTH FOR 3.5 MILES TO A CATTLE GUARD AND AZIMUTH MARK
 NO0411'ON THE LEFT, CONTINUE NORTH ON MAIN TRAVELED ROAD FOR 0.55 MILE
 NO0411'TO RANCH HOUSE ON THE RIGHT, TURN RIGHT INTO DRIVEWAY AND GO
 NO0411'150 FEET TO A WINDMILL, TURN RIGHT AND GO SOUTH FOR 100 FEET
 NO0411'TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE SOUTH FOR 0.55
 NO0411'MILE TO THE HIGHEST POINT OF HILL AND THE STATION.
 NO0411'
 NO0411'A 4 FOOT SIGNAL AT LOSH, FINK (USGS), AND KOSHOPAH ARE VISIBLE
 NO0411'AT 4 FEET.
 NO0411'
 NO0411'A 4 FOOT SIGNAL AT KELLER IS VISIBLE AT 4 FEET.
 NO0411'
 NO0411'A 74 FOOT SIGNAL AT GOOSE CREEK (USGS) IS VISIBLE AT 4 FEET.
 NO0411'
 NO0411'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0056 ***********************************************************************
 LH0056  DESIGNATION -  Q
 LH0056  PID         -  LH0056
 LH0056  STATE/COUNTY-  NE/HALL
 LH0056  USGS QUAD   -  GRAND ISLAND (1993)
 LH0056
 LH0056                         *CURRENT SURVEY CONTROL
 LH0056  ___________________________________________________________________
 LH0056* NAD 83(1986)-  40 55 50.     (N)    098 19 49.     (W)     SCALED    
 LH0056* NAVD 88     -       565.837  (meters)    1856.42   (feet)  ADJUSTED  
 LH0056  ___________________________________________________________________
 LH0056  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 LH0056  DYNAMIC HT  -         565.539 (meters)    1855.44  (feet)  COMP
 LH0056  MODELED GRAV-     980,079.7   (mgal)                       NAVD 88
 LH0056
 LH0056  VERT ORDER  -  FIRST     CLASS II
 LH0056
 LH0056.The horizontal coordinates were scaled from a topographic map and have
 LH0056.an estimated accuracy of +/- 6 seconds.
 LH0056
 LH0056.The orthometric height was determined by differential leveling
 LH0056.and adjusted by the National Geodetic Survey in June 1991..
 LH0056
 LH0056.The geoid height was determined by GEOID03.
 LH0056
 LH0056.The dynamic height is computed by dividing the NAVD 88
 LH0056.geopotential number by the normal gravity value computed on the
 LH0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0056.degrees latitude (g = 980.6199 gals.).
 LH0056
 LH0056.The modeled gravity was interpolated from observed gravity values.
 LH0056
 LH0056;                    North         East    Units  Estimated Accuracy
 LH0056;SPC NE       -   123,180.      640,580.      MT  (+/- 180 meters Scaled)
 LH0056
 LH0056                          SUPERSEDED SURVEY CONTROL
 LH0056
 LH0056  NGVD 29 (??/??/92)  565.586  (m)         1855.59   (f) ADJ UNCH    1 2
 LH0056
 LH0056.Superseded values are not recommended for survey control.
 LH0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0056.See file dsdata.txt to determine how the superseded data were derived.
 LH0056
 LH0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL563312(NAD 83)
 LH0056_MARKER: DB = BENCH MARK DISK
 LH0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0056+STABILITY: SURFACE MOTION
 LH0056
 LH0056  HISTORY     - Date     Condition        Report By
 LH0056  HISTORY     - UNK      MONUMENTED       CGS
 LH0056  HISTORY     - 1955     POOR             NGS
 LH0056  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LH0056
 LH0056                          STATION DESCRIPTION
 LH0056
 LH0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LH0056'AT GRAND ISLAND.
 LH0056'AT GRAND ISLAND, HALL COUNTY, 0.5 MILE EAST ALONG THE UNION
 LH0056'PACIFIC RAILROAD FROM THE STATION, AT THE RAILROAD SHOPS, 137.1
 LH0056'FEET NORTH OF THE NORTH EDGE OF A LARGE RAILROAD WATER TANK,
 LH0056'98.8 FEET EAST OF UNION PACIFIC STOREHOUSE 28, 32.7 FEET WEST
 LH0056'OF THE NORTHWEST CORNER OF A WHITE LIMESTONE CAR BARN, 30.1
 LH0056'FEET SOUTH OF THE SOUTH RAIL OF THE FIRST TRACK NORTH OF THE
 LH0056'CAR BARN, AND AT THE CENTER OR A 3-FOOT SQUARE ENCLOSURE
 LH0056'FORMED BY A SMALL WOODEN FENCE BUILT MAINLY OF WHITE WOODEN
 LH0056'WITNESS POST.  THE BOTTOM OF A SQUARE HOLE, IN THE TOP OF A
 LH0056'LIMESTONE POST PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- POST
 LH0056'PROJECTS ABOUT 1 FOOT ABOVE GROUND AND IS LOOSE.
 LH0056
 LH0056                          STATION RECOVERY (1990)
 LH0056
 LH0056'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1165 ***********************************************************************
 NM1165  DESIGNATION -  Q 1
 NM1165  PID         -  NM1165
 NM1165  STATE/COUNTY-  NE/MADISON
 NM1165  USGS QUAD   -  NORFOLK (1976)
 NM1165
 NM1165                         *CURRENT SURVEY CONTROL
 NM1165  ___________________________________________________________________
 NM1165* NAD 83(1986)-  42 03 48.     (N)    097 23 39.     (W)     SCALED    
 NM1165* NAVD 88     -       473.570  (meters)    1553.70   (feet)  ADJUSTED  
 NM1165  ___________________________________________________________________
 NM1165  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 NM1165  DYNAMIC HT  -         473.385 (meters)    1553.10  (feet)  COMP
 NM1165  MODELED GRAV-     980,217.5   (mgal)                       NAVD 88
 NM1165
 NM1165  VERT ORDER  -  FIRST     CLASS II
 NM1165
 NM1165.The horizontal coordinates were scaled from a topographic map and have
 NM1165.an estimated accuracy of +/- 6 seconds.
 NM1165
 NM1165.The orthometric height was determined by differential leveling
 NM1165.and adjusted by the National Geodetic Survey in June 1991..
 NM1165
 NM1165.The geoid height was determined by GEOID03.
 NM1165
 NM1165.The dynamic height is computed by dividing the NAVD 88
 NM1165.geopotential number by the normal gravity value computed on the
 NM1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1165.degrees latitude (g = 980.6199 gals.).
 NM1165
 NM1165.The modeled gravity was interpolated from observed gravity values.
 NM1165
 NM1165;                    North         East    Units  Estimated Accuracy
 NM1165;SPC NE       -   250,840.      715,590.      MT  (+/- 180 meters Scaled)
 NM1165
 NM1165                          SUPERSEDED SURVEY CONTROL
 NM1165
 NM1165  NGVD 29 (??/??/92)  473.383  (m)         1553.09   (f) ADJ UNCH    1 2
 NM1165
 NM1165.Superseded values are not recommended for survey control.
 NM1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1165.See file dsdata.txt to determine how the superseded data were derived.
 NM1165
 NM1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM328580(NAD 83)
 NM1165_MARKER: H = DRILL HOLE
 NM1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1165_SP_SET: STONE POST
 NM1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1165+STABILITY: SURFACE MOTION
 NM1165
 NM1165  HISTORY     - Date     Condition        Report By
 NM1165  HISTORY     - UNK      MONUMENTED       CGS
 NM1165  HISTORY     - 1947     GOOD             NGS
 NM1165  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NM1165
 NM1165                          STATION DESCRIPTION
 NM1165
 NM1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM1165'2.3 MI NE FROM NORFOLK.
 NM1165'2.3 MI NE ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1165'RAILWAY FROM THE NORFOLK UNION STATION AT NORFOLK, 680.0 FT NE OF
 NM1165'THE CENTER OF A DIRT ROAD CROSSING, 300.0 FT SW OF A 3-FOOT IRON
 NM1165'PIPE CULVERT UNDER THE TRACK AND WHICH HAS STONE HEAD WALLS,
 NM1165'32.5 FT NW OF THE NW RAIL OF THE TRACK, 15.0 FT SE OF THE NW
 NM1165'RIGHT OF WAY FENCE, 12.5 FT N OF MILE POST EMR 44, 1.8 FOOT SW OF
 NM1165'A REFERENCE POST, THE BOTTOM OF A SQUARE HOLE CUT IN THE TOP OF A
 NM1165'STONE POST WHICH HAS BEEN REINFORCED WITH CONCRETE AND IS SURROUNDED
 NM1165'BY THE LETTERS USBM, ABOUT THE SAME ELEVATION AS THE TRACK AND
 NM1165'PROJECTING 0.2 FOOT.
 NM1165
 NM1165                          STATION RECOVERY (1982)
 NM1165
 NM1165'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NM1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0120 ***********************************************************************
 NP0120  DESIGNATION -  Q 10
 NP0120  PID         -  NP0120
 NP0120  STATE/COUNTY-  NE/BOX BUTTE
 NP0120  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0120
 NP0120                         *CURRENT SURVEY CONTROL
 NP0120  ___________________________________________________________________
 NP0120* NAD 83(1986)-  42 01 51.     (N)    102 55 34.     (W)     SCALED    
 NP0120* NAVD 88     -      1221.859  (meters)    4008.72   (feet)  ADJUSTED  
 NP0120  ___________________________________________________________________
 NP0120  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 NP0120  DYNAMIC HT  -        1221.127 (meters)    4006.31  (feet)  COMP
 NP0120  MODELED GRAV-     979,980.4   (mgal)                       NAVD 88
 NP0120
 NP0120  VERT ORDER  -  FIRST     CLASS II
 NP0120
 NP0120.The horizontal coordinates were scaled from a topographic map and have
 NP0120.an estimated accuracy of +/- 6 seconds.
 NP0120
 NP0120.The orthometric height was determined by differential leveling
 NP0120.and adjusted by the National Geodetic Survey in June 1991..
 NP0120
 NP0120.The geoid height was determined by GEOID03.
 NP0120
 NP0120.The dynamic height is computed by dividing the NAVD 88
 NP0120.geopotential number by the normal gravity value computed on the
 NP0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0120.degrees latitude (g = 980.6199 gals.).
 NP0120
 NP0120.The modeled gravity was interpolated from observed gravity values.
 NP0120
 NP0120;                    North         East    Units  Estimated Accuracy
 NP0120;SPC NE       -   248,080.      257,810.      MT  (+/- 180 meters Scaled)
 NP0120
 NP0120                          SUPERSEDED SURVEY CONTROL
 NP0120
 NP0120  NGVD 29 (??/??/92) 1221.264  (m)         4006.76   (f) ADJ UNCH    1 2
 NP0120
 NP0120.Superseded values are not recommended for survey control.
 NP0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0120.See file dsdata.txt to determine how the superseded data were derived.
 NP0120
 NP0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG716552(NAD 83)
 NP0120_MARKER: DB = BENCH MARK DISK
 NP0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0120_STAMPING: Q 10 1933 4006.531
 NP0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0120+STABILITY: SURFACE MOTION
 NP0120
 NP0120  HISTORY     - Date     Condition        Report By
 NP0120  HISTORY     - 1933     MONUMENTED       CGS
 NP0120  HISTORY     - 1956     GOOD             NGS
 NP0120  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0120
 NP0120                          STATION DESCRIPTION
 NP0120
 NP0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0120'5.5 MI SW FROM ALLIANCE.
 NP0120'5.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0120'RAILROAD FROM THE STATION AT ALLIANCE, 40 FEET SOUTHEAST OF THE
 NP0120'CENTER OF A ROAD CROSSING, 31.3 FEET EAST OF THE EAST RAIL, 58
 NP0120'FEET NORTHWEST OF TELEPHONE POLE 2160, 1.5 FEET WEST OF A WITNESS
 NP0120'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 NP0120'GROUND, IN SECTION 30, TOWNSHIP 24 NORTH, RANGE 48 WEST.
 NP0120
 NP0120                          STATION RECOVERY (1985)
 NP0120
 NP0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0120'NOT RECOVERED.  GRADING AND FILL IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0289 ***********************************************************************
 NP0289  DESIGNATION -  Q 11
 NP0289  PID         -  NP0289
 NP0289  STATE/COUNTY-  NE/DAWES
 NP0289  USGS QUAD   -  BELMONT (1980)
 NP0289
 NP0289                         *CURRENT SURVEY CONTROL
 NP0289  ___________________________________________________________________
 NP0289* NAD 83(1986)-  42 31 57.     (N)    103 21 04.     (W)     SCALED    
 NP0289* NAVD 88     -      1349.109  (meters)    4426.20   (feet)  ADJUSTED  
 NP0289  ___________________________________________________________________
 NP0289  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 NP0289  DYNAMIC HT  -        1348.297 (meters)    4423.54  (feet)  COMP
 NP0289  MODELED GRAV-     979,972.8   (mgal)                       NAVD 88
 NP0289
 NP0289  VERT ORDER  -  FIRST     CLASS II
 NP0289
 NP0289.The horizontal coordinates were scaled from a topographic map and have
 NP0289.an estimated accuracy of +/- 6 seconds.
 NP0289
 NP0289.The orthometric height was determined by differential leveling
 NP0289.and adjusted by the National Geodetic Survey in June 1991..
 NP0289
 NP0289.The geoid height was determined by GEOID03.
 NP0289
 NP0289.The dynamic height is computed by dividing the NAVD 88
 NP0289.geopotential number by the normal gravity value computed on the
 NP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0289.degrees latitude (g = 980.6199 gals.).
 NP0289
 NP0289.The modeled gravity was interpolated from observed gravity values.
 NP0289
 NP0289;                    North         East    Units  Estimated Accuracy
 NP0289;SPC NE       -   305,030.      224,800.      MT  (+/- 180 meters Scaled)
 NP0289
 NP0289                          SUPERSEDED SURVEY CONTROL
 NP0289
 NP0289  NGVD 29 (??/??/92) 1348.420  (m)         4423.94   (f) ADJ UNCH    1 2
 NP0289
 NP0289.Superseded values are not recommended for survey control.
 NP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0289.See file dsdata.txt to determine how the superseded data were derived.
 NP0289
 NP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH354102(NAD 83)
 NP0289_MARKER: DB = BENCH MARK DISK
 NP0289_SETTING: 0 = UNSPECIFIED SETTING
 NP0289_STAMPING: Q 11 1933 4423.472
 NP0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0289
 NP0289  HISTORY     - Date     Condition        Report By
 NP0289  HISTORY     - 1933     MONUMENTED       CGS
 NP0289  HISTORY     - 1956     GOOD             NGS
 NP0289  HISTORY     - 1976     MARK NOT FOUND   USGS
 NP0289  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0289
 NP0289                          STATION DESCRIPTION
 NP0289
 NP0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0289'7.9 MI N FROM MARSLAND.
 NP0289'7.9 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0289'FROM THE STATION SIGN AT MARSLAND, AT A PRIVATE ROAD CROSSING,
 NP0289'38 FEET NORTHEAST OF THE NORTHEAST RAIL, 14 FEET SOUTHEAST OF THE
 NP0289'CENTER LINE OF A PRIVATE ROAD, 9.5 FEET SOUTH OF THE SOUTHEAST
 NP0289'END OF A STEEL GATE, 7.7 FEET SOUTHWEST OF A FENCE, 2 FEET
 NP0289'NORTHWEST OF A WITNESS POST, IN SECTION 31, TOWNSHIP 30 NORTH,
 NP0289'RANGE 51 WEST.
 NP0289
 NP0289                          STATION RECOVERY (1976)
 NP0289
 NP0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NP0289'MARK NOT FOUND.
 NP0289
 NP0289                          STATION RECOVERY (1985)
 NP0289
 NP0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0289'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0709 ***********************************************************************
 ML0709  DESIGNATION -  Q 116
 ML0709  PID         -  ML0709
 ML0709  STATE/COUNTY-  NE/SHERMAN
 ML0709  USGS QUAD   -  ARCADIA SE (1974)
 ML0709
 ML0709                         *CURRENT SURVEY CONTROL
 ML0709  ___________________________________________________________________
 ML0709* NAD 83(1986)-  41 16 47.     (N)    099 04 14.     (W)     SCALED    
 ML0709* NAVD 88     -       678.394  (meters)    2225.70   (feet)  ADJUSTED  
 ML0709  ___________________________________________________________________
 ML0709  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 ML0709  DYNAMIC HT  -         678.041 (meters)    2224.54  (feet)  COMP
 ML0709  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 ML0709
 ML0709  VERT ORDER  -  SECOND    CLASS 0
 ML0709
 ML0709.The horizontal coordinates were scaled from a topographic map and have
 ML0709.an estimated accuracy of +/- 6 seconds.
 ML0709
 ML0709.The orthometric height was determined by differential leveling
 ML0709.and adjusted by the National Geodetic Survey in June 1991..
 ML0709
 ML0709.The geoid height was determined by GEOID03.
 ML0709
 ML0709.The dynamic height is computed by dividing the NAVD 88
 ML0709.geopotential number by the normal gravity value computed on the
 ML0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0709.degrees latitude (g = 980.6199 gals.).
 ML0709
 ML0709.The modeled gravity was interpolated from observed gravity values.
 ML0709
 ML0709;                    North         East    Units  Estimated Accuracy
 ML0709;SPC NE       -   161,000.      577,840.      MT  (+/- 180 meters Scaled)
 ML0709
 ML0709                          SUPERSEDED SURVEY CONTROL
 ML0709
 ML0709  NGVD 29 (??/??/92)  678.146  (m)         2224.88   (f) ADJ UNCH    2 0
 ML0709
 ML0709.Superseded values are not recommended for survey control.
 ML0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0709.See file dsdata.txt to determine how the superseded data were derived.
 ML0709
 ML0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML940698(NAD 83)
 ML0709_MARKER: DB = BENCH MARK DISK
 ML0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0709_STAMPING: Q 116 1934
 ML0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0709+STABILITY: SURFACE MOTION
 ML0709
 ML0709  HISTORY     - Date     Condition        Report By
 ML0709  HISTORY     - 1934     MONUMENTED       CGS
 ML0709  HISTORY     - 1949     GOOD             USGS
 ML0709
 ML0709                          STATION DESCRIPTION
 ML0709
 ML0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ML0709'5.5 MI W FROM LOUP CITY.
 ML0709'5.5 MILES WEST OF COURT HOUSE BY HIGHWAY.  ALONG NEBRASKA
 ML0709'STATE HIGHWAY NUMBER 92 BETWEEN LOUP CITY AND ANSLEY NEAR A
 ML0709'CROSS ROAD.  44 FEET WEST OF CENTER LINE OF CROSS ROAD, 33.6
 ML0709'FEET SOUTH OF CENTER LINE OF HIGHWAY, 14 FEET WEST OF CORNER
 ML0709'POST, AND 4 FEET SOUTH OF RIGHT OF WAY FENCE, AND 33.6 FEET
 ML0709'NORTH OF CENTERLINE OF THE HIGHWAY.
 ML0709
 ML0709                          STATION RECOVERY (1949)
 ML0709
 ML0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 ML0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0710 ***********************************************************************
 ML0710  DESIGNATION -  Q 116 RESET
 ML0710  PID         -  ML0710
 ML0710  STATE/COUNTY-  NE/SHERMAN
 ML0710  USGS QUAD   -  ARCADIA SE (1974)
 ML0710
 ML0710                         *CURRENT SURVEY CONTROL
 ML0710  ___________________________________________________________________
 ML0710* NAD 83(1986)-  41 16 47.     (N)    099 04 15.     (W)     SCALED    
 ML0710* NAVD 88     -       677.57   (meters)    2223.0    (feet)  RESET     
 ML0710  ___________________________________________________________________
 ML0710  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 ML0710
 ML0710  VERT ORDER  -  THIRD
 ML0710
 ML0710.The horizontal coordinates were scaled from a topographic map and have
 ML0710.an estimated accuracy of +/- 6 seconds.
 ML0710
 ML0710.The orthometric height was computed from unverified reset data.
 ML0710
 ML0710.The geoid height was determined by GEOID03.
 ML0710
 ML0710;                    North         East    Units  Estimated Accuracy
 ML0710;SPC NE       -   161,000.      577,820.      MT  (+/- 180 meters Scaled)
 ML0710
 ML0710                          SUPERSEDED SURVEY CONTROL
 ML0710
 ML0710  NGVD 29 (??/??/??)  677.32   (m)         2222.2    (f) RESET       3  
 ML0710
 ML0710.Superseded values are not recommended for survey control.
 ML0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0710.See file dsdata.txt to determine how the superseded data were derived.
 ML0710
 ML0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML940698(NAD 83)
 ML0710_MARKER: DB = BENCH MARK DISK
 ML0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0710_STAMPING: Q 116 RESET 1950
 ML0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0710+STABILITY: SURFACE MOTION
 ML0710
 ML0710  HISTORY     - Date     Condition        Report By
 ML0710  HISTORY     - 1950     MONUMENTED       NEDR
 ML0710
 ML0710                          STATION DESCRIPTION
 ML0710
 ML0710'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1950
 ML0710'5.5 MI W FROM LOUP CITY.
 ML0710'5.5 MILES WEST ALONG STATE HIGHWAY 92 FROM THE COUNTY COURTHOUSE
 ML0710'AT LOUP CITY, SHERMAN COUNTY, AT A ROAD INTERSECTION, 66 FEET
 ML0710'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 44 FEET WEST OF
 ML0710'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED Q 116
 ML0710'RESET 1950 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0086 ***********************************************************************
 ML0086  DESIGNATION -  Q 118
 ML0086  PID         -  ML0086
 ML0086  STATE/COUNTY-  NE/GREELEY
 ML0086  USGS QUAD   -  SPALDING (1985)
 ML0086
 ML0086                         *CURRENT SURVEY CONTROL
 ML0086  ___________________________________________________________________
 ML0086* NAD 83(1986)-  41 41 27.     (N)    098 22 05.     (W)     SCALED    
 ML0086* NAVD 88     -       579.663  (meters)    1901.78   (feet)  ADJUSTED  
 ML0086  ___________________________________________________________________
 ML0086  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 ML0086  DYNAMIC HT  -         579.387 (meters)    1900.87  (feet)  COMP
 ML0086  MODELED GRAV-     980,128.6   (mgal)                       NAVD 88
 ML0086
 ML0086  VERT ORDER  -  SECOND    CLASS 0
 ML0086
 ML0086.The horizontal coordinates were scaled from a topographic map and have
 ML0086.an estimated accuracy of +/- 6 seconds.
 ML0086
 ML0086.The orthometric height was determined by differential leveling
 ML0086.and adjusted by the National Geodetic Survey in June 1991..
 ML0086
 ML0086.The geoid height was determined by GEOID03.
 ML0086
 ML0086.The dynamic height is computed by dividing the NAVD 88
 ML0086.geopotential number by the normal gravity value computed on the
 ML0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0086.degrees latitude (g = 980.6199 gals.).
 ML0086
 ML0086.The modeled gravity was interpolated from observed gravity values.
 ML0086
 ML0086;                    North         East    Units  Estimated Accuracy
 ML0086;SPC NE       -   207,510.      635,810.      MT  (+/- 180 meters Scaled)
 ML0086
 ML0086                          SUPERSEDED SURVEY CONTROL
 ML0086
 ML0086  NGVD 29 (??/??/92)  579.422  (m)         1900.99   (f) ADJ UNCH    2 0
 ML0086
 ML0086.Superseded values are not recommended for survey control.
 ML0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0086.See file dsdata.txt to determine how the superseded data were derived.
 ML0086
 ML0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM525156(NAD 83)
 ML0086_MARKER: DB = BENCH MARK DISK
 ML0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0086_STAMPING: Q-118 1935
 ML0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0086+STABILITY: SURFACE MOTION
 ML0086
 ML0086  HISTORY     - Date     Condition        Report By
 ML0086  HISTORY     - 1935     MONUMENTED       CGS
 ML0086  HISTORY     - 1938     GOOD             NGS
 ML0086  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0086
 ML0086                          STATION DESCRIPTION
 ML0086
 ML0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0086'0.3 MI NW FROM SPALDING.
 ML0086'0.3 OF A MILE NORTHWEST OF THE POST OFFICE AT SPALDING, ALONG
 ML0086'U.S. HIGHWAY NO. 281 AT THE NORTHWEST CORNER OF THE VILLAGE OF
 ML0086'SPALDING, AT THE FOOT OF A LONG HILL, 210 FEET NORTHEAST OF THE
 ML0086'NORTHEAST CORNER OF A SERVICE STATION BUILDING, 47.6 FEET NORTH
 ML0086'OF THE CENTER OF A STREET WHICH IS TWO BLOCKS NORTH OF THE MAIN
 ML0086'STREET, 35.4 FEET EAST OF THE CENTER OF THE HIGHWAY, 22.8 FEET
 ML0086'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE CULVERT.  A
 ML0086'STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
 ML0086
 ML0086                          STATION RECOVERY (1954)
 ML0086
 ML0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0023 ***********************************************************************
 LG0023  DESIGNATION -  Q 12
 LG0023  PID         -  LG0023
 LG0023  STATE/COUNTY-  NE/OTOE
 LG0023  USGS QUAD   -  UNADILLA (1966)
 LG0023
 LG0023                         *CURRENT SURVEY CONTROL
 LG0023  ___________________________________________________________________
 LG0023* NAD 83(1986)-  40 40 50.     (N)    096 16 14.     (W)     SCALED    
 LG0023* NAVD 88     -       326.851  (meters)    1072.34   (feet)  ADJUSTED  
 LG0023  ___________________________________________________________________
 LG0023  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 LG0023  DYNAMIC HT  -         326.698 (meters)    1071.84  (feet)  COMP
 LG0023  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 LG0023
 LG0023  VERT ORDER  -  FIRST     CLASS II
 LG0023
 LG0023.The horizontal coordinates were scaled from a topographic map and have
 LG0023.an estimated accuracy of +/- 6 seconds.
 LG0023
 LG0023.The orthometric height was determined by differential leveling
 LG0023.and adjusted by the National Geodetic Survey in June 1991..
 LG0023
 LG0023.The geoid height was determined by GEOID03.
 LG0023
 LG0023.The dynamic height is computed by dividing the NAVD 88
 LG0023.geopotential number by the normal gravity value computed on the
 LG0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0023.degrees latitude (g = 980.6199 gals.).
 LG0023
 LG0023.The modeled gravity was interpolated from observed gravity values.
 LG0023
 LG0023;                    North         East    Units  Estimated Accuracy
 LG0023;SPC NE       -   100,860.      815,120.      MT  (+/- 180 meters Scaled)
 LG0023
 LG0023                          SUPERSEDED SURVEY CONTROL
 LG0023
 LG0023  NGVD 29 (??/??/92)  326.748  (m)         1072.01   (f) ADJ UNCH    1 2
 LG0023
 LG0023.Superseded values are not recommended for survey control.
 LG0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0023.See file dsdata.txt to determine how the superseded data were derived.
 LG0023
 LG0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL306068(NAD 83)
 LG0023_MARKER: DB = BENCH MARK DISK
 LG0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0023_STAMPING: 1071.484 Q 12 1933
 LG0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0023+STABILITY: SURFACE MOTION
 LG0023
 LG0023  HISTORY     - Date     Condition        Report By
 LG0023  HISTORY     - 1933     MONUMENTED       CGS
 LG0023  HISTORY     - 1940     GOOD             NGS
 LG0023  HISTORY     - 1966     MARK NOT FOUND   USGS
 LG0023
 LG0023                          STATION DESCRIPTION
 LG0023
 LG0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0023'AT UNADILLA.
 LG0023'AT UNADILLA, OTOE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0023'RAILROAD, 90 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 2,
 LG0023'31 FEET NORTHWEST OF A SWITCH STAND, 30 FEET NORTH OF THE
 LG0023'CENTERLINE OF THE TRACK, 6 FEET WEST OF A POLE, IN LINE WITH THE
 LG0023'ROW OF POLES, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 LG0023'STANDARD DISK, STAMPED 1071.484 Q 12 1933 AND SET IN THE TOP OF A
 LG0023'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 LG0023
 LG0023                          STATION RECOVERY (1966)
 LG0023
 LG0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LG0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0043 ***********************************************************************
 MM0043  DESIGNATION -  Q 120
 MM0043  PID         -  MM0043
 MM0043  STATE/COUNTY-  NE/CUSTER
 MM0043  USGS QUAD   -  ARNOLD (1972)
 MM0043
 MM0043                         *CURRENT SURVEY CONTROL
 MM0043  ___________________________________________________________________
 MM0043* NAD 83(1986)-  41 25 35.     (N)    100 12 05.     (W)     SCALED    
 MM0043* NAVD 88     -       827.092  (meters)    2713.55   (feet)  ADJUSTED  
 MM0043  ___________________________________________________________________
 MM0043  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 MM0043  DYNAMIC HT  -         826.655 (meters)    2712.12  (feet)  COMP
 MM0043  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 MM0043
 MM0043  VERT ORDER  -  SECOND    CLASS 0
 MM0043
 MM0043.The horizontal coordinates were scaled from a topographic map and have
 MM0043.an estimated accuracy of +/- 6 seconds.
 MM0043
 MM0043.The orthometric height was determined by differential leveling
 MM0043.and adjusted by the National Geodetic Survey in June 1991..
 MM0043
 MM0043.The geoid height was determined by GEOID03.
 MM0043
 MM0043.The dynamic height is computed by dividing the NAVD 88
 MM0043.geopotential number by the normal gravity value computed on the
 MM0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0043.degrees latitude (g = 980.6199 gals.).
 MM0043
 MM0043.The modeled gravity was interpolated from observed gravity values.
 MM0043
 MM0043;                    North         East    Units  Estimated Accuracy
 MM0043;SPC NE       -   176,890.      483,170.      MT  (+/- 180 meters Scaled)
 MM0043
 MM0043                          SUPERSEDED SURVEY CONTROL
 MM0043
 MM0043  NGVD 29 (??/??/92)  826.840  (m)         2712.72   (f) ADJ UNCH    2 0
 MM0043
 MM0043.Superseded values are not recommended for survey control.
 MM0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0043.See file dsdata.txt to determine how the superseded data were derived.
 MM0043
 MM0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL996867(NAD 83)
 MM0043_MARKER: DB = BENCH MARK DISK
 MM0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0043_STAMPING: Q 120 1934
 MM0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0043+STABILITY: SURFACE MOTION
 MM0043
 MM0043  HISTORY     - Date     Condition        Report By
 MM0043  HISTORY     - 1934     MONUMENTED       CGS
 MM0043  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0043
 MM0043                          STATION DESCRIPTION
 MM0043
 MM0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0043'0.6 MI NW FROM ARNOLD.
 MM0043'ABOUT 0.6 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0043'THE STATION AT ARNOLD, CUSTER COUNTY, ABOUT 11 POLES EAST OF
 MM0043'MILEPOST 84, AT A ROAD CROSSING, 41.5 FEET NORTHEAST OF THE
 MM0043'NORTHEAST RAIL OF THE MAIN TRACK, 29 FEET NORTHWEST OF THE CENTER
 MM0043'LINE OF THE ROAD, AND 10 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 MM0043'A STANDARD DISK, STAMPED Q 120 1934 AND SET IN THE TOP OF A CONCRETE
 MM0043'POST.
 MM0043
 MM0043                          STATION RECOVERY (1972)
 MM0043
 MM0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0220 ***********************************************************************
 NN0220  DESIGNATION -  Q 121
 NN0220  PID         -  NN0220
 NN0220  STATE/COUNTY-  NE/HOLT
 NN0220  USGS QUAD   -  CHAMBERS EAST (1986)
 NN0220
 NN0220                         *CURRENT SURVEY CONTROL
 NN0220  ___________________________________________________________________
 NN0220* NAD 83(1986)-  42 07 56.     (N)    098 39 04.     (W)     SCALED    
 NN0220* NAVD 88     -       627.207  (meters)    2057.76   (feet)  ADJUSTED  
 NN0220  ___________________________________________________________________
 NN0220  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 NN0220  DYNAMIC HT  -         626.946 (meters)    2056.91  (feet)  COMP
 NN0220  MODELED GRAV-     980,185.5   (mgal)                       NAVD 88
 NN0220
 NN0220  VERT ORDER  -  SECOND    CLASS 0
 NN0220
 NN0220.The horizontal coordinates were scaled from a topographic map and have
 NN0220.an estimated accuracy of +/- 6 seconds.
 NN0220
 NN0220.The orthometric height was determined by differential leveling
 NN0220.and adjusted by the National Geodetic Survey in June 1991..
 NN0220
 NN0220.The geoid height was determined by GEOID03.
 NN0220
 NN0220.The dynamic height is computed by dividing the NAVD 88
 NN0220.geopotential number by the normal gravity value computed on the
 NN0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0220.degrees latitude (g = 980.6199 gals.).
 NN0220
 NN0220.The modeled gravity was interpolated from observed gravity values.
 NN0220
 NN0220;                    North         East    Units  Estimated Accuracy
 NN0220;SPC NE       -   256,110.      611,490.      MT  (+/- 180 meters Scaled)
 NN0220
 NN0220                          SUPERSEDED SURVEY CONTROL
 NN0220
 NN0220  NGVD 29 (??/??/92)  626.984  (m)         2057.03   (f) ADJ UNCH    2 0
 NN0220
 NN0220.Superseded values are not recommended for survey control.
 NN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0220.See file dsdata.txt to determine how the superseded data were derived.
 NN0220
 NN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM288645(NAD 83)
 NN0220_MARKER: DB = BENCH MARK DISK
 NN0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0220_STAMPING: Q 121 1935
 NN0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0220+STABILITY: SURFACE MOTION
 NN0220
 NN0220  HISTORY     - Date     Condition        Report By
 NN0220  HISTORY     - 1935     MONUMENTED       CGS
 NN0220  HISTORY     - 1938     GOOD             NGS
 NN0220
 NN0220                          STATION DESCRIPTION
 NN0220
 NN0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0220'19.1 MI N FROM BARTLETT.
 NN0220'IN HOLT COUNTY, 19.1 MILES NORTH ALONG U.S. HIGHWAY 281 FROM
 NN0220'THE COURTHOUSE AT BARTLETT, WHEELER COUNTY, 21.5 MILES SOUTH
 NN0220'OF THE COURTHOUSE AT O NEILL, HOLT COUNTY, AT A ROAD INTERSECTION,
 NN0220'44.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 39 FEET EAST
 NN0220'OF THE CENTER LINE OF THE HIGHWAY, AND 23.5 FEET NORTHEAST OF
 NN0220'THE NORTHEAST CORNER OF A CONCRETE CULVERT.  A STANDARD DISK,
 NN0220'STAMPED Q 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0220
 NN0220                          STATION RECOVERY (1938)
 NN0220
 NN0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 NN0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0572 ***********************************************************************
 LH0572  DESIGNATION -  Q 122 RESET
 LH0572  PID         -  LH0572
 LH0572  STATE/COUNTY-  NE/BUFFALO
 LH0572  USGS QUAD   -  PLEASANTON (1962)
 LH0572
 LH0572                         *CURRENT SURVEY CONTROL
 LH0572  ___________________________________________________________________
 LH0572* NAD 83(1986)-  40 57 49.     (N)    099 05 00.     (W)     SCALED    
 LH0572* NAVD 88     -       633.99   (+/-2cm)    2080.0    (feet)  VERTCON   
 LH0572  ___________________________________________________________________
 LH0572  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 LH0572
 LH0572  VERT ORDER  -  THIRD (See Below)
 LH0572
 LH0572.The horizontal coordinates were scaled from a topographic map and have
 LH0572.an estimated accuracy of +/- 6 seconds.
 LH0572
 LH0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0572.The vertical order pertains to the NGVD 29 superseded value.
 LH0572
 LH0572.The geoid height was determined by GEOID03.
 LH0572
 LH0572;                    North         East    Units  Estimated Accuracy
 LH0572;SPC NE       -   125,900.      577,140.      MT  (+/- 180 meters Scaled)
 LH0572
 LH0572                          SUPERSEDED SURVEY CONTROL
 LH0572
 LH0572  NGVD 29 (08/02/06)  633.75   (m)         2079.2    (f) RESET       3  
 LH0572
 LH0572.Superseded values are not recommended for survey control.
 LH0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0572.See file dsdata.txt to determine how the superseded data were derived.
 LH0572
 LH0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929347(NAD 83)
 LH0572_MARKER: DB = BENCH MARK DISK
 LH0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0572_SP_SET: CULVERT
 LH0572_STAMPING: Q 122 RESET 1975
 LH0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0572
 LH0572  HISTORY     - Date     Condition        Report By
 LH0572  HISTORY     - 1975     MONUMENTED       NGS
 LH0572
 LH0572                          STATION DESCRIPTION
 LH0572
 LH0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LH0572'AT PLEASANTON.
 LH0572'AT PLEASANTON, 22.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LH0572'TOLLEFSEN-ELLIOTT LUMBER COMPANY BUILDING, CEMENTED IN A DRILL
 LH0572'HOLE IN THE SOUTHWEST CORNER OF HEADWALL FOR TWIN 24-INCH
 LH0572'CULVERTS CROSSING THE MAIN STREET IN PLEASANTON.  A STANDARD
 LH0572'DISK, STAMPED Q 122 RESET 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0488 ***********************************************************************
 ML0488  DESIGNATION -  Q 125
 ML0488  PID         -  ML0488
 ML0488  STATE/COUNTY-  NE/VALLEY
 ML0488  USGS QUAD   -  ORD SE (1985)
 ML0488
 ML0488                         *CURRENT SURVEY CONTROL
 ML0488  ___________________________________________________________________
 ML0488* NAD 83(1986)-  41 34 03.     (N)    098 49 10.     (W)     SCALED    
 ML0488* NAVD 88     -       613.403  (meters)    2012.47   (feet)  ADJUSTED  
 ML0488  ___________________________________________________________________
 ML0488  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 ML0488  DYNAMIC HT  -         613.107 (meters)    2011.50  (feet)  COMP
 ML0488  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 ML0488
 ML0488  VERT ORDER  -  SECOND    CLASS 0
 ML0488
 ML0488.The horizontal coordinates were scaled from a topographic map and have
 ML0488.an estimated accuracy of +/- 6 seconds.
 ML0488
 ML0488.The orthometric height was determined by differential leveling
 ML0488.and adjusted by the National Geodetic Survey in June 1991..
 ML0488
 ML0488.The geoid height was determined by GEOID03.
 ML0488
 ML0488.The dynamic height is computed by dividing the NAVD 88
 ML0488.geopotential number by the normal gravity value computed on the
 ML0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0488.degrees latitude (g = 980.6199 gals.).
 ML0488
 ML0488.The modeled gravity was interpolated from observed gravity values.
 ML0488
 ML0488;                    North         East    Units  Estimated Accuracy
 ML0488;SPC NE       -   193,210.      598,430.      MT  (+/- 180 meters Scaled)
 ML0488
 ML0488                          SUPERSEDED SURVEY CONTROL
 ML0488
 ML0488  NGVD 29 (??/??/92)  613.154  (m)         2011.66   (f) ADJ UNCH    2 0
 ML0488
 ML0488.Superseded values are not recommended for survey control.
 ML0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0488.See file dsdata.txt to determine how the superseded data were derived.
 ML0488
 ML0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM150017(NAD 83)
 ML0488_MARKER: DB = BENCH MARK DISK
 ML0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0488_STAMPING: Q-125-1935
 ML0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0488+STABILITY: SURFACE MOTION
 ML0488
 ML0488  HISTORY     - Date     Condition        Report By
 ML0488  HISTORY     - 1935     MONUMENTED       CGS
 ML0488  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0488  HISTORY     - 1985     MARK NOT FOUND   NGS
 ML0488
 ML0488                          STATION DESCRIPTION
 ML0488
 ML0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0488'6.4 MI SE FROM ORD.
 ML0488'6.4 MILES SOUTHEAST OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0488'RAILROAD BETWEEN ST. PAUL AND ORD, 850 FEET WEST OF THE RR
 ML0488'CULVERT NO. 54.49, 169 FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 ML0488'11 CROSSING THE RAILROAD TRACKS, 46 FEET SOUTH OF THE SOUTH RAIL
 ML0488'OF THE MAIN TRACK, 25 FEET NORTH OF THE CENTER LINE OF HIGHWAY 11
 ML0488'AT THE WEST END OF A CURVE.
 ML0488
 ML0488                          STATION RECOVERY (1954)
 ML0488
 ML0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0488'MARK NOT FOUND.
 ML0488
 ML0488                          STATION RECOVERY (1985)
 ML0488
 ML0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0453 ***********************************************************************
 NN0453  DESIGNATION -  Q 126
 NN0453  PID         -  NN0453
 NN0453  STATE/COUNTY-  NE/HOLT
 NN0453  USGS QUAD   -  ABBOTT RANCH (1981)
 NN0453
 NN0453                         *CURRENT SURVEY CONTROL
 NN0453  ___________________________________________________________________
 NN0453* NAD 83(1986)-  42 07 02.     (N)    099 03 40.     (W)     SCALED    
 NN0453* NAVD 88     -       708.038  (meters)    2322.95   (feet)  ADJUSTED  
 NN0453  ___________________________________________________________________
 NN0453  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 NN0453  DYNAMIC HT  -         707.727 (meters)    2321.93  (feet)  COMP
 NN0453  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 NN0453
 NN0453  VERT ORDER  -  SECOND    CLASS 0
 NN0453
 NN0453.The horizontal coordinates were scaled from a topographic map and have
 NN0453.an estimated accuracy of +/- 6 seconds.
 NN0453
 NN0453.The orthometric height was determined by differential leveling
 NN0453.and adjusted by the National Geodetic Survey in June 1991..
 NN0453
 NN0453.The geoid height was determined by GEOID03.
 NN0453
 NN0453.The dynamic height is computed by dividing the NAVD 88
 NN0453.geopotential number by the normal gravity value computed on the
 NN0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0453.degrees latitude (g = 980.6199 gals.).
 NN0453
 NN0453.The modeled gravity was interpolated from observed gravity values.
 NN0453
 NN0453;                    North         East    Units  Estimated Accuracy
 NN0453;SPC NE       -   254,000.      577,620.      MT  (+/- 180 meters Scaled)
 NN0453
 NN0453                          SUPERSEDED SURVEY CONTROL
 NN0453
 NN0453  NGVD 29 (??/??/92)  707.782  (m)         2322.11   (f) ADJ UNCH    2 0
 NN0453
 NN0453.Superseded values are not recommended for survey control.
 NN0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0453.See file dsdata.txt to determine how the superseded data were derived.
 NN0453
 NN0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM949627(NAD 83)
 NN0453_MARKER: DB = BENCH MARK DISK
 NN0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0453_STAMPING: Q 126 1935
 NN0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0453+STABILITY: SURFACE MOTION
 NN0453
 NN0453  HISTORY     - Date     Condition        Report By
 NN0453  HISTORY     - 1935     MONUMENTED       CGS
 NN0453  HISTORY     - 1964     GOOD             NGS
 NN0453  HISTORY     - 1976     GOOD             USGS
 NN0453
 NN0453                          STATION DESCRIPTION
 NN0453
 NN0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0453'24.6 MI N FROM BURWELL.
 NN0453'IN HOLT COUNTY, 24.6 MILES NORTH ALONG STATE HIGHWAY 11 FROM
 NN0453'THE COUNTY COURTHOUSE AT BURWELL, GARFIELD COUNTY, 0.2 MILE EAST
 NN0453'OF A CURVE, AT A ROAD INTERSECTION, 42.3 FEET WEST OF THE CENTER
 NN0453'LINE OF THE ROAD, 35.7 FEET SOUTH OF THE CENTER LINE OF THE
 NN0453'HIGHWAY, AND 13.3 FEET WEST OF A CORNER POST.  A STANDARD DISK,
 NN0453'STAMPED Q 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0453'NOTE-- A NEW STEEL WITNESS POST, 1 FOOT WEST.  THIS MARK IS
 NN0453'REACHED FROM THE BRIDGE OVER THE LOUP RIVER AT THE NORTHEAST
 NN0453'EDGE OF BURWELL BY GOING NORTH AND EAST ON STATE HIGHWAYS 11
 NN0453'AND 91 FOR 1.1 MILES TO THEIR JUNCTION.  TURN LEFT AND GO NORTH
 NN0453'ON STATE HIGHWAY 11 FOR 24.4 MILES TO THE BENCH MARK ON THE RIGHT.
 NN0453'THIS MARK IS ABOUT 1 MILE WEST OF A SCHOOLHOUSE AND 8.2 MILES
 NN0453'SOUTH AND WEST ALONG STATE HIGHWAY 95 WHICH GOES EAST TO FREMONT.
 NN0453
 NN0453                          STATION RECOVERY (1964)
 NN0453
 NN0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NN0453'RECOVERED IN GOOD CONDITION.
 NN0453
 NN0453                          STATION RECOVERY (1976)
 NN0453
 NN0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0453'BURWELL, 25.6 MILES N. ALONG ST. HWY 11 FROM THE NORTH LOUP RIVER
 NN0453'BRIDGE AT. 8.2 MI. SW. ALONG ST. HWY 11 FROM THE JCT. ST. HWY 95 WEST
 NN0453'OF CHAMBERS. NEAR THE APPOX. COR. SECS. 21, 22, 27, AND 28, T-25-N,
 NN0453'R-15-W. 1.0 MI. W. OF A SCHOOL, 36 FT. S. OF ST. HWY 11, 42 FT. W. OF
 NN0453'CTR. OF OLD N-S RD., 13 FT. W. OF A T-FENCE S., 1 FT. W. OF A METAL
 NN0453'WITNESS SIGN. A STD. TABLET, SET IN TOP OF A CONC POST, STAMPED Q-126
 NN0453'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0240 ***********************************************************************
 NN0240  DESIGNATION -  Q 127
 NN0240  PID         -  NN0240
 NN0240  STATE/COUNTY-  NE/HOLT
 NN0240  USGS QUAD   -  INMAN (1986)
 NN0240
 NN0240                         *CURRENT SURVEY CONTROL
 NN0240  ___________________________________________________________________
 NN0240* NAD 83(1986)-  42 24 29.     (N)    098 33 54.     (W)     SCALED    
 NN0240* NAVD 88     -       592.203  (meters)    1942.92   (feet)  ADJUSTED  
 NN0240  ___________________________________________________________________
 NN0240  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 NN0240  DYNAMIC HT  -         591.979 (meters)    1942.18  (feet)  COMP
 NN0240  MODELED GRAV-     980,223.9   (mgal)                       NAVD 88
 NN0240
 NN0240  VERT ORDER  -  SECOND    CLASS 0
 NN0240
 NN0240.The horizontal coordinates were scaled from a topographic map and have
 NN0240.an estimated accuracy of +/- 6 seconds.
 NN0240
 NN0240.The orthometric height was determined by differential leveling
 NN0240.and adjusted by the National Geodetic Survey in June 1991..
 NN0240
 NN0240.The geoid height was determined by GEOID03.
 NN0240
 NN0240.The dynamic height is computed by dividing the NAVD 88
 NN0240.geopotential number by the normal gravity value computed on the
 NN0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0240.degrees latitude (g = 980.6199 gals.).
 NN0240
 NN0240.The modeled gravity was interpolated from observed gravity values.
 NN0240
 NN0240;                    North         East    Units  Estimated Accuracy
 NN0240;SPC NE       -   286,850.      618,100.      MT  (+/- 180 meters Scaled)
 NN0240
 NN0240                          SUPERSEDED SURVEY CONTROL
 NN0240
 NN0240  NGVD 29 (??/??/92)  592.003  (m)         1942.26   (f) ADJ UNCH    2 0
 NN0240
 NN0240.Superseded values are not recommended for survey control.
 NN0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0240.See file dsdata.txt to determine how the superseded data were derived.
 NN0240
 NN0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM357951(NAD 83)
 NN0240_MARKER: DB = BENCH MARK DISK
 NN0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0240_STAMPING: Q 127 1935
 NN0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0240+STABILITY: SURFACE MOTION
 NN0240
 NN0240  HISTORY     - Date     Condition        Report By
 NN0240  HISTORY     - 1935     MONUMENTED       CGS
 NN0240
 NN0240                          STATION DESCRIPTION
 NN0240
 NN0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0240'2.5 MI NW FROM INMAN.
 NN0240'2.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0240'FROM THE STATION AT INMAN, HOLT COUNTY, 0.2 MILE SOUTHEAST OF
 NN0240'CULVERT 283-1/4, 100 FEET WEST OF THE CENTER OF A ROAD CROSSING,
 NN0240'50.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AND
 NN0240'12 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK,
 NN0240'STAMPED Q 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1328 ***********************************************************************
 NM1328  DESIGNATION -  Q 128
 NM1328  PID         -  NM1328
 NM1328  STATE/COUNTY-  NE/MADISON
 NM1328  USGS QUAD   -  TILDEN (1963)
 NM1328
 NM1328                         *CURRENT SURVEY CONTROL
 NM1328  ___________________________________________________________________
 NM1328* NAD 83(1986)-  42 02 41.     (N)    097 48 58.     (W)     SCALED    
 NM1328* NAVD 88     -       508.209  (meters)    1667.35   (feet)  ADJUSTED  
 NM1328  ___________________________________________________________________
 NM1328  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 NM1328  DYNAMIC HT  -         508.004 (meters)    1666.68  (feet)  COMP
 NM1328  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 NM1328
 NM1328  VERT ORDER  -  SECOND    CLASS 0
 NM1328
 NM1328.The horizontal coordinates were scaled from a topographic map and have
 NM1328.an estimated accuracy of +/- 6 seconds.
 NM1328
 NM1328.The orthometric height was determined by differential leveling
 NM1328.and adjusted by the National Geodetic Survey in June 1991..
 NM1328
 NM1328.The geoid height was determined by GEOID03.
 NM1328
 NM1328.The dynamic height is computed by dividing the NAVD 88
 NM1328.geopotential number by the normal gravity value computed on the
 NM1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1328.degrees latitude (g = 980.6199 gals.).
 NM1328
 NM1328.The modeled gravity was interpolated from observed gravity values.
 NM1328
 NM1328;                    North         East    Units  Estimated Accuracy
 NM1328;SPC NE       -   247,810.      680,740.      MT  (+/- 180 meters Scaled)
 NM1328
 NM1328                          SUPERSEDED SURVEY CONTROL
 NM1328
 NM1328  NGVD 29 (??/??/92)  508.004  (m)         1666.68   (f) ADJ UNCH    2 0
 NM1328
 NM1328.Superseded values are not recommended for survey control.
 NM1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1328.See file dsdata.txt to determine how the superseded data were derived.
 NM1328
 NM1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM979554(NAD 83)
 NM1328_MARKER: DB = BENCH MARK DISK
 NM1328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1328_SP_SET: CULVERT
 NM1328_STAMPING: Q-128-1935
 NM1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1328
 NM1328  HISTORY     - Date     Condition        Report By
 NM1328  HISTORY     - 1935     MONUMENTED       CGS
 NM1328  HISTORY     - 1961     MARK NOT FOUND   USGS
 NM1328  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1328
 NM1328                          STATION DESCRIPTION
 NM1328
 NM1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1328'0.8 MI SE FROM TILDEN.
 NM1328'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN TILDEN AND
 NM1328'NORFOLK, 45 FEET NORTH OF THE RIGHT OF WAY FENCE, 6.3 FEET SOUTH
 NM1328'OF THE SOUTH RAIL OF THE MAIN TRACK, A MARK SET HORIZONTALLY
 NM1328'IN THE SOUTHWEST CORNER OF RAILROAD STONE CULVERT NO. 185.
 NM1328
 NM1328                          STATION RECOVERY (1961)
 NM1328
 NM1328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1328'MARK NOT FOUND.
 NM1328
 NM1328                          STATION RECOVERY (1999)
 NM1328
 NM1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1328'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0338 ***********************************************************************
 LG0338  DESIGNATION -  Q 13
 LG0338  PID         -  LG0338
 LG0338  STATE/COUNTY-  NE/SALINE
 LG0338  USGS QUAD   -  CRETE NORTH (1972)
 LG0338
 LG0338                         *CURRENT SURVEY CONTROL
 LG0338  ___________________________________________________________________
 LG0338* NAD 83(1986)-  40 37 38.     (N)    096 57 45.     (W)     SCALED    
 LG0338* NAVD 88     -       414.629  (meters)    1360.33   (feet)  ADJUSTED  
 LG0338  ___________________________________________________________________
 LG0338  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 LG0338  DYNAMIC HT  -         414.418 (meters)    1359.64  (feet)  COMP
 LG0338  MODELED GRAV-     980,102.2   (mgal)                       NAVD 88
 LG0338
 LG0338  VERT ORDER  -  FIRST     CLASS II
 LG0338
 LG0338.The horizontal coordinates were scaled from a topographic map and have
 LG0338.an estimated accuracy of +/- 6 seconds.
 LG0338
 LG0338.The orthometric height was determined by differential leveling
 LG0338.and adjusted by the National Geodetic Survey in May 1993..
 LG0338
 LG0338.The geoid height was determined by GEOID03.
 LG0338
 LG0338.The dynamic height is computed by dividing the NAVD 88
 LG0338.geopotential number by the normal gravity value computed on the
 LG0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0338.degrees latitude (g = 980.6199 gals.).
 LG0338
 LG0338.The modeled gravity was interpolated from observed gravity values.
 LG0338
 LG0338;                    North         East    Units  Estimated Accuracy
 LG0338;SPC NE       -    92,660.      756,880.      MT  (+/- 180 meters Scaled)
 LG0338
 LG0338                          SUPERSEDED SURVEY CONTROL
 LG0338
 LG0338  NAVD 88 (06/15/91)  414.674  (m)         1360.48   (f) UNKNOWN     1 2
 LG0338  NGVD 29 (??/??/92)  414.542  (m)         1360.04   (f) ADJ UNCH    1 2
 LG0338
 LG0338.Superseded values are not recommended for survey control.
 LG0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0338.See file dsdata.txt to determine how the superseded data were derived.
 LG0338
 LG0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK723993(NAD 83)
 LG0338_MARKER: DB = BENCH MARK DISK
 LG0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0338_SP_SET: BUILDING
 LG0338_STAMPING: Q 13 1933 1359.725
 LG0338_MARK LOGO: CGS   
 LG0338_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0338+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0338
 LG0338  HISTORY     - Date     Condition        Report By
 LG0338  HISTORY     - 1933     MONUMENTED       CGS
 LG0338  HISTORY     - 1940     GOOD             NGS
 LG0338  HISTORY     - 19861117 GOOD             NGS
 LG0338  HISTORY     - 19911009 GOOD             NGS
 LG0338  HISTORY     - 20010818 GOOD             USPSQD
 LG0338  HISTORY     - 20030815 GOOD             USPSQD
 LG0338
 LG0338                          STATION DESCRIPTION
 LG0338
 LG0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0338'AT CRETE.
 LG0338'AT CRETE, SALINE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LG0338'RAILROAD, IN THE NORTH BRICK WALL OF THE STATION, 3 FEET WEST OF
 LG0338'THE WAITING-ROOM DOOR, 50 FEET SOUTH OF THE MAIN TRACK, AND
 LG0338'4 FEET ABOVE THE WALK.  A STANDARD DISK, STAMPED 1359.725 Q 13
 LG0338'1933 AND SET VERTICALLY.
 LG0338
 LG0338                          STATION RECOVERY (1986)
 LG0338
 LG0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0338'RECOVERED IN GOOD CONDITION.
 LG0338
 LG0338                          STATION RECOVERY (1991)
 LG0338
 LG0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0338'IN CRETE, AT THE INTERSECTION OF MAIN AVENUE AND THE BURLINGTON
 LG0338'NORTHERN RAILROAD, SET VERTICALLY IN THE NORTH FACE OF THE RAILROAD
 LG0338'STATION, 110.0 M (360.9 FT) SOUTHWEST OF THE CENTER OF THE AVENUE,
 LG0338'15.0 M (49.2 FT) SOUTHWEST OF THE NORTH CORNER OF THE BUILDING, 7.1 M
 LG0338'(23.3 FT) SOUTHEAST OF THE NEAR RAIL, 1.6 M (5.2 FT) SOUTHWEST OF THE
 LG0338'CENTER OF THE NORTH ENTRANCE TO THE WAITING ROOM, AND 1.1 M (3.6 FT)
 LG0338'ABOVE THE GROUND SURFACE.
 LG0338
 LG0338                          STATION RECOVERY (2001)
 LG0338
 LG0338'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM)
 LG0338'RECOVERED IN GOOD CONDITION.
 LG0338
 LG0338                          STATION RECOVERY (2003)
 LG0338
 LG0338'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0354 ***********************************************************************
 NO0354  DESIGNATION -  Q 130
 NO0354  PID         -  NO0354
 NO0354  STATE/COUNTY-  NE/CHERRY
 NO0354  USGS QUAD   -  MERRIMAN (1990)
 NO0354
 NO0354                         *CURRENT SURVEY CONTROL
 NO0354  ___________________________________________________________________
 NO0354* NAD 83(1986)-  42 55 01.     (N)    101 41 50.     (W)     SCALED    
 NO0354* NAVD 88     -       992.039  (meters)    3254.71   (feet)  ADJUSTED  
 NO0354  ___________________________________________________________________
 NO0354  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 NO0354  DYNAMIC HT  -         991.605 (meters)    3253.29  (feet)  COMP
 NO0354  MODELED GRAV-     980,149.0   (mgal)                       NAVD 88
 NO0354
 NO0354  VERT ORDER  -  FIRST     CLASS II
 NO0354
 NO0354.The horizontal coordinates were scaled from a topographic map and have
 NO0354.an estimated accuracy of +/- 6 seconds.
 NO0354
 NO0354.The orthometric height was determined by differential leveling
 NO0354.and adjusted by the National Geodetic Survey in July 2002..
 NO0354.No vertical observational check was made to the station.
 NO0354
 NO0354.The geoid height was determined by GEOID03.
 NO0354
 NO0354.The dynamic height is computed by dividing the NAVD 88
 NO0354.geopotential number by the normal gravity value computed on the
 NO0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0354.degrees latitude (g = 980.6199 gals.).
 NO0354
 NO0354.The modeled gravity was interpolated from observed gravity values.
 NO0354
 NO0354;                    North         East    Units  Estimated Accuracy
 NO0354;SPC NE       -   343,760.      361,440.      MT  (+/- 180 meters Scaled)
 NO0354
 NO0354                          SUPERSEDED SURVEY CONTROL
 NO0354
 NO0354  NAVD 88 (06/15/91)  992.034  (m)         3254.70   (f) UNKNOWN     1 2
 NO0354  NGVD 29 (??/??/92)  991.617  (m)         3253.33   (f) ADJ UNCH    1 2
 NO0354
 NO0354.Superseded values are not recommended for survey control.
 NO0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0354.See file dsdata.txt to determine how the superseded data were derived.
 NO0354
 NO0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN798551(NAD 83)
 NO0354_MARKER: DB = BENCH MARK DISK
 NO0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0354_STAMPING: Q 130 1934
 NO0354_MARK LOGO: CGS   
 NO0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0354+STABILITY: SURFACE MOTION
 NO0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0354+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NO0354
 NO0354  HISTORY     - Date     Condition        Report By
 NO0354  HISTORY     - 1934     MONUMENTED       CGS
 NO0354  HISTORY     - 1957     GOOD             NGS
 NO0354  HISTORY     - 19991006 GOOD             NGS
 NO0354
 NO0354                          STATION DESCRIPTION
 NO0354
 NO0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0354'0.4 MI SE FROM MERRIMAN.
 NO0354'ABOUT 0.2 MILE SOUTH ALONG A STREET FROM THE CHICAGO AND NORTH
 NO0354'WESTERN RAILWAY STATION AT MERRIMAN, THENCE 0.15 MILE EAST ALONG A
 NO0354'DIRT STREET, IN T. 34 N., R. 37 W., IN SECTION 17., IN THE NORTHEAST
 NO0354'CORNER OF A SCHOOL YARD, 200 FEET NORTHEAST OF THE NORTH EAST
 NO0354'CORNER OF THE SCHOOLHOUSE, 30 FEET SOUTH OF THE CENTER LINE OF
 NO0354'A DIRT STREET, 4 FEET NORTH OF A 8-INCH COTTONWOOD TREE, 4 FEET
 NO0354'SOUTHWEST OF A FENCE CORNER POST, 3 FEET SOUTH OF THE NORTH
 NO0354'FENCE OF THE SCHOOL YARD, AND IN THE TOP OF A CONCRETE POST
 NO0354'WHICH PROJECTS 1 FOOT.
 NO0354
 NO0354                          STATION RECOVERY (1999)
 NO0354
 NO0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NO0354'0.2 KM (0.10 MI) SOUTHERLY ALONG STATE HIGHWAY 61 FROM THE POST OFFICE
 NO0354'IN MERRIMAN, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG A STREET, THENCE
 NO0354'0.1 KM (0.05 MI) EASTERLY ALONG AN ATHLETIC TRACK, 60.9 M (199.8 FT)
 NO0354'NORTHEAST OF THE NORTHEAST CORNER OF THE MERRIMAN SCHOOL, 5.1 M (16.7
 NO0354'FT) SOUTH OF THE CENTER OF THE TRACK AT THE 50 YARD LINE, 0.5 M (1.6
 NO0354'FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 NO0354'TRACK, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 NO0354'SURFACE.  NOTE--THE MONUMENT IS ON CITY PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0867 ***********************************************************************
 MK0867  DESIGNATION -  Q 130
 MK0867  PID         -  MK0867
 MK0867  STATE/COUNTY-  NE/DODGE
 MK0867  USGS QUAD   -  NORTH BEND (1968)
 MK0867
 MK0867                         *CURRENT SURVEY CONTROL
 MK0867  ___________________________________________________________________
 MK0867* NAD 83(1986)-  41 27 41.     (N)    096 49 08.     (W)     SCALED    
 MK0867* NAVD 88     -       391.555  (meters)    1284.63   (feet)  ADJUSTED  
 MK0867  ___________________________________________________________________
 MK0867  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 MK0867  DYNAMIC HT  -         391.391 (meters)    1284.09  (feet)  COMP
 MK0867  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 MK0867
 MK0867  VERT ORDER  -  SECOND    CLASS 0
 MK0867
 MK0867.The horizontal coordinates were scaled from a topographic map and have
 MK0867.an estimated accuracy of +/- 6 seconds.
 MK0867
 MK0867.The orthometric height was determined by differential leveling
 MK0867.and adjusted by the National Geodetic Survey in June 1991..
 MK0867
 MK0867.The geoid height was determined by GEOID03.
 MK0867
 MK0867.The dynamic height is computed by dividing the NAVD 88
 MK0867.geopotential number by the normal gravity value computed on the
 MK0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0867.degrees latitude (g = 980.6199 gals.).
 MK0867
 MK0867.The modeled gravity was interpolated from observed gravity values.
 MK0867
 MK0867;                    North         East    Units  Estimated Accuracy
 MK0867;SPC NE       -   185,640.      765,620.      MT  (+/- 180 meters Scaled)
 MK0867
 MK0867                          SUPERSEDED SURVEY CONTROL
 MK0867
 MK0867  NGVD 29 (??/??/92)  391.404  (m)         1284.13   (f) ADJ UNCH    2 0
 MK0867
 MK0867.Superseded values are not recommended for survey control.
 MK0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0867.See file dsdata.txt to determine how the superseded data were derived.
 MK0867
 MK0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL821922(NAD 83)
 MK0867_MARKER: DB = BENCH MARK DISK
 MK0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0867_STAMPING: Q 130 1935
 MK0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0867+STABILITY: SURFACE MOTION
 MK0867
 MK0867  HISTORY     - Date     Condition        Report By
 MK0867  HISTORY     - 1935     MONUMENTED       CGS
 MK0867  HISTORY     - 1966     MARK NOT FOUND   NGS
 MK0867
 MK0867                          STATION DESCRIPTION
 MK0867
 MK0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0867'2 MI W FROM NORTHBEND.
 MK0867'2.0 MILES WEST OF UNION PACIFIC DEPOT BY RAIL.  ALONG THE UNION
 MK0867'PACIFIC RAILROAD BETWEEN COLUMBUS AND FREEMONT, NEBRASKA, 11
 MK0867'RAILS EAST OF SIGNAL TOWER 56.3, AT BAY STATION SIDING.  42.6
 MK0867'FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, 10.0 FEET WEST OF FENCE,
 MK0867'AND 10.6 FEET SOUTHWEST OF DERAIL SWITCH.
 MK0867
 MK0867                          STATION RECOVERY (1966)
 MK0867
 MK0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MK0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0588 ***********************************************************************
 MK0588  DESIGNATION -  Q 131
 MK0588  PID         -  MK0588
 MK0588  STATE/COUNTY-  NE/DODGE
 MK0588  USGS QUAD   -  FREMONT EAST (1983)
 MK0588
 MK0588                         *CURRENT SURVEY CONTROL
 MK0588  ___________________________________________________________________
 MK0588* NAD 83(1986)-  41 26 38.     (N)    096 28 15.     (W)     SCALED    
 MK0588* NAVD 88     -       360.703  (meters)    1183.41   (feet)  ADJUSTED  
 MK0588  ___________________________________________________________________
 MK0588  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MK0588  DYNAMIC HT  -         360.540 (meters)    1182.87  (feet)  COMP
 MK0588  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 MK0588
 MK0588  VERT ORDER  -  SECOND    CLASS 0
 MK0588
 MK0588.The horizontal coordinates were scaled from a topographic map and have
 MK0588.an estimated accuracy of +/- 6 seconds.
 MK0588
 MK0588.The orthometric height was determined by differential leveling
 MK0588.and adjusted by the National Geodetic Survey in June 1991..
 MK0588
 MK0588.The geoid height was determined by GEOID03.
 MK0588
 MK0588.The dynamic height is computed by dividing the NAVD 88
 MK0588.geopotential number by the normal gravity value computed on the
 MK0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0588.degrees latitude (g = 980.6199 gals.).
 MK0588
 MK0588.The modeled gravity was interpolated from observed gravity values.
 MK0588
 MK0588;                    North         East    Units  Estimated Accuracy
 MK0588;SPC NE       -   184,830.      794,740.      MT  (+/- 180 meters Scaled)
 MK0588
 MK0588                          SUPERSEDED SURVEY CONTROL
 MK0588
 MK0588  NGVD 29 (??/??/92)  360.554  (m)         1182.92   (f) ADJ UNCH    2 0
 MK0588
 MK0588.Superseded values are not recommended for survey control.
 MK0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0588.See file dsdata.txt to determine how the superseded data were derived.
 MK0588
 MK0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL112911(NAD 83)
 MK0588_MARKER: DB = BENCH MARK DISK
 MK0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0588_STAMPING: Q 131 1934
 MK0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0588+STABILITY: SURFACE MOTION
 MK0588
 MK0588  HISTORY     - Date     Condition        Report By
 MK0588  HISTORY     - 1934     MONUMENTED       CGS
 MK0588  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0588
 MK0588                          STATION DESCRIPTION
 MK0588
 MK0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MK0588'2 MI N FROM FREMONT.
 MK0588'2.0 MILES NORTH OF THE C. AND N.W. RR. DEPOT.  ALONG THE
 MK0588'CHICAGO AND NORTH WESTERN SPUR LINE FROM SHOPS WHICH MEETS
 MK0588'THE MAIN LINE AT NORTH END, BETWEEN FREMONT AND OAKLAND, 78.0
 MK0588'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF CULVERT NO X-6, 62.0
 MK0588'FEET SOUTHEAST OF THE CENTER OF ROAD CROSSING, 34.0 FEET
 MK0588'EAST OF THE EAST RAIL.
 MK0588
 MK0588                          STATION RECOVERY (1966)
 MK0588
 MK0588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0589 ***********************************************************************
 MK0589  DESIGNATION -  Q 131 RESET
 MK0589  PID         -  MK0589
 MK0589  STATE/COUNTY-  NE/DODGE
 MK0589  USGS QUAD   -  FREMONT EAST (1983)
 MK0589
 MK0589                         *CURRENT SURVEY CONTROL
 MK0589  ___________________________________________________________________
 MK0589* NAD 83(1986)-  41 26 37.     (N)    096 28 15.     (W)     SCALED    
 MK0589* NAVD 88     -       360.62   (meters)    1183.1    (feet)  RESET     
 MK0589  ___________________________________________________________________
 MK0589  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MK0589
 MK0589  VERT ORDER  -  THIRD
 MK0589
 MK0589.The horizontal coordinates were scaled from a topographic map and have
 MK0589.an estimated accuracy of +/- 6 seconds.
 MK0589
 MK0589.The orthometric height was computed from unverified reset data.
 MK0589
 MK0589.The geoid height was determined by GEOID03.
 MK0589
 MK0589;                    North         East    Units  Estimated Accuracy
 MK0589;SPC NE       -   184,800.      794,750.      MT  (+/- 180 meters Scaled)
 MK0589
 MK0589                          SUPERSEDED SURVEY CONTROL
 MK0589
 MK0589  NGVD 29 (??/??/??)  360.47   (m)         1182.6    (f) RESET       3  
 MK0589
 MK0589.Superseded values are not recommended for survey control.
 MK0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0589.See file dsdata.txt to determine how the superseded data were derived.
 MK0589
 MK0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL112910(NAD 83)
 MK0589_MARKER: DB = BENCH MARK DISK
 MK0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0589_STAMPING: Q 131 1934 RESET 1955
 MK0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0589+STABILITY: SURFACE MOTION
 MK0589
 MK0589  HISTORY     - Date     Condition        Report By
 MK0589  HISTORY     - 1955     MONUMENTED       LOCENG
 MK0589  HISTORY     - 1956     GOOD             NGS
 MK0589  HISTORY     - 1974     GOOD             LOCENG
 MK0589
 MK0589                          STATION DESCRIPTION
 MK0589
 MK0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MK0589'0.2 MI E FROM FREMONT.
 MK0589'1/4 MILE EAST ALONG 16TH STREET EXTENDED FROM THE CITY LIMITS
 MK0589'OF FREMONT, DODGE COUNTY, IN THE YARD OF FREMONT RADIO
 MK0589'TRANSMITTER KFGT, 14.6 FEET SOUTHEAST OF THE INSIDE CORNER OF THE
 MK0589'STATION BUILDING, 4.8 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK,
 MK0589'14.6 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE LOWER
 MK0589'CONCRETE STEP OF THE STOOP, AND 7.8 FEET NORTHEAST OF THE NORTHWEST
 MK0589'CORNER OF THE STATION BUILDING.  A STANDARD DISK, STAMPED
 MK0589'Q 131 1934 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST.
 MK0589
 MK0589                          STATION RECOVERY (1974)
 MK0589
 MK0589'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 MK0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1106 ***********************************************************************
 MK1106  DESIGNATION -  Q 132
 MK1106  PID         -  MK1106
 MK1106  STATE/COUNTY-  NE/DODGE
 MK1106  USGS QUAD   -  SCRIBNER (1966)
 MK1106
 MK1106                         *CURRENT SURVEY CONTROL
 MK1106  ___________________________________________________________________
 MK1106* NAD 83(1986)-  41 38 55.     (N)    096 38 37.     (W)     SCALED    
 MK1106* NAVD 88     -       379.512  (meters)    1245.12   (feet)  ADJUSTED  
 MK1106  ___________________________________________________________________
 MK1106  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 MK1106  DYNAMIC HT  -         379.364 (meters)    1244.63  (feet)  COMP
 MK1106  MODELED GRAV-     980,221.3   (mgal)                       NAVD 88
 MK1106
 MK1106  VERT ORDER  -  SECOND    CLASS 0
 MK1106
 MK1106.The horizontal coordinates were scaled from a topographic map and have
 MK1106.an estimated accuracy of +/- 6 seconds.
 MK1106
 MK1106.The orthometric height was determined by differential leveling
 MK1106.and adjusted by the National Geodetic Survey in June 1991..
 MK1106
 MK1106.The geoid height was determined by GEOID03.
 MK1106
 MK1106.The dynamic height is computed by dividing the NAVD 88
 MK1106.geopotential number by the normal gravity value computed on the
 MK1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1106.degrees latitude (g = 980.6199 gals.).
 MK1106
 MK1106.The modeled gravity was interpolated from observed gravity values.
 MK1106
 MK1106;                    North         East    Units  Estimated Accuracy
 MK1106;SPC NE       -   206,970.      779,440.      MT  (+/- 180 meters Scaled)
 MK1106
 MK1106                          SUPERSEDED SURVEY CONTROL
 MK1106
 MK1106  NGVD 29 (??/??/92)  379.370  (m)         1244.65   (f) ADJ UNCH    2 0
 MK1106
 MK1106.Superseded values are not recommended for survey control.
 MK1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1106.See file dsdata.txt to determine how the superseded data were derived.
 MK1106
 MK1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM962134(NAD 83)
 MK1106_MARKER: DB = BENCH MARK DISK
 MK1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1106_STAMPING: Q-132-1935
 MK1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1106+STABILITY: SURFACE MOTION
 MK1106
 MK1106  HISTORY     - Date     Condition        Report By
 MK1106  HISTORY     - 1935     MONUMENTED       CGS
 MK1106  HISTORY     - 1965     MARK NOT FOUND   NGS
 MK1106
 MK1106                          STATION DESCRIPTION
 MK1106
 MK1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1106'1.6 MI E FROM SCRIBNER.
 MK1106'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER
 MK1106'AND HUMPHREY, 44.0 FEET EAST OF THE CENTER LINE OF ROAD TO
 MK1106'DIEDRICKSEN RANCH, 39.0 FEET SOUTH OF THE SOUTH RAIL, 3.0 FEET
 MK1106'BELOW LEVEL OF TRACK.
 MK1106
 MK1106                          STATION RECOVERY (1965)
 MK1106
 MK1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MK1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1170 ***********************************************************************
 MK1170  DESIGNATION -  Q 133 RESET
 MK1170  PID         -  MK1170
 MK1170  STATE/COUNTY-  NE/COLFAX
 MK1170  USGS QUAD   -  CLARKSON (1966)
 MK1170
 MK1170                         *CURRENT SURVEY CONTROL
 MK1170  ___________________________________________________________________
 MK1170* NAD 83(1986)-  41 38 53.     (N)    097 03 31.     (W)     SCALED    
 MK1170* NAVD 88     -       464.25   (meters)    1523.1    (feet)  RESET     
 MK1170  ___________________________________________________________________
 MK1170  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 MK1170
 MK1170  VERT ORDER  -  THIRD
 MK1170
 MK1170.The horizontal coordinates were scaled from a topographic map and have
 MK1170.an estimated accuracy of +/- 6 seconds.
 MK1170
 MK1170.The orthometric height was computed from unverified reset data.
 MK1170
 MK1170.The geoid height was determined by GEOID03.
 MK1170
 MK1170;                    North         East    Units  Estimated Accuracy
 MK1170;SPC NE       -   205,650.      744,900.      MT  (+/- 180 meters Scaled)
 MK1170
 MK1170                          SUPERSEDED SURVEY CONTROL
 MK1170
 MK1170  NGVD 29 (??/??/??)  464.06   (m)         1522.5    (f) RESET       3  
 MK1170
 MK1170.Superseded values are not recommended for survey control.
 MK1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1170.See file dsdata.txt to determine how the superseded data were derived.
 MK1170
 MK1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM616125(NAD 83)
 MK1170_MARKER: DB = BENCH MARK DISK
 MK1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1170_STAMPING: Q 133 RESET 1960
 MK1170_MARK LOGO: CGS   
 MK1170_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1170+STABILITY: SURFACE MOTION
 MK1170
 MK1170  HISTORY     - Date     Condition        Report By
 MK1170  HISTORY     - 1960     MONUMENTED       CGS
 MK1170  HISTORY     - 19890414 GOOD             NEDR
 MK1170
 MK1170                          STATION DESCRIPTION
 MK1170
 MK1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1170'13.8 MI N FROM SCHUYLER.
 MK1170'13.8 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE UNION PACIFIC
 MK1170'RAILROAD STATION AT SCHUYLER, COLFAX COUNTY, 8.3 MILES SOUTHEAST
 MK1170'OF CLARKSON, AT A HALF-SECTION LINE FENCE, 59 FEET EAST OF THE
 MK1170'CENTER OF STATE HIGHWAY 15, 8 FEET SOUTH OF EAST-WEST FENCE, ONE
 MK1170'FOOT WEST OF FENCE, ONE FOOT NORTH OF STEEL WITNESS POST AND
 MK1170'PROJECTING 6 INCHES.
 MK1170
 MK1170                          STATION RECOVERY (1989)
 MK1170
 MK1170'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1989 (HED)
 MK1170'TO REACH FROM THE POST OFFICE IN SCHUYLER, GO WEST ON EAST 11TH STREET
 MK1170'FOR 1 BLOCK, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 15 FOR 14.05 MI
 MK1170'(22.61 KM) TO THE MARK, 58.4 FT (17.8 M) SLOPE DISTANCE EAST FROM THE
 MK1170'CENTERLINE OF THE HIGHWAY, 8.0 FT (2.4 M) SOUTH FROM AN EAST-WEST
 MK1170'FENCE, 1.0 FT (0.3 M) WEST FROM A NORTH-SOUTH FENCE, 1.3 FT (0.4 M)
 MK1170'NORTH OF A STEEL WITNESS POST, 0.5 FT (15.2 CM) WEST OF A FIBERGLASS
 MK1170'WITNESS POST AND SET INTO THE TOP OF A CONCRETE POST THAT PROJECTS 0.2
 MK1170'FT (6.1 CM) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1289 ***********************************************************************
 MK1289  DESIGNATION -  Q 134
 MK1289  PID         -  MK1289
 MK1289  STATE/COUNTY-  NE/PLATTE
 MK1289  USGS QUAD   -  COLUMBUS (1976)
 MK1289
 MK1289                         *CURRENT SURVEY CONTROL
 MK1289  ___________________________________________________________________
 MK1289* NAD 83(1986)-  41 23 27.     (N)    097 15 57.     (W)     SCALED    
 MK1289* NAVD 88     -       430.366  (meters)    1411.96   (feet)  ADJUSTED  
 MK1289  ___________________________________________________________________
 MK1289  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 MK1289  DYNAMIC HT  -         430.178 (meters)    1411.34  (feet)  COMP
 MK1289  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 MK1289
 MK1289  VERT ORDER  -  SECOND    CLASS 0
 MK1289
 MK1289.The horizontal coordinates were scaled from a topographic map and have
 MK1289.an estimated accuracy of +/- 6 seconds.
 MK1289
 MK1289.The orthometric height was determined by differential leveling
 MK1289.and adjusted by the National Geodetic Survey in June 1991..
 MK1289
 MK1289.The geoid height was determined by GEOID03.
 MK1289
 MK1289.The dynamic height is computed by dividing the NAVD 88
 MK1289.geopotential number by the normal gravity value computed on the
 MK1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1289.degrees latitude (g = 980.6199 gals.).
 MK1289
 MK1289.The modeled gravity was interpolated from observed gravity values.
 MK1289
 MK1289;                    North         East    Units  Estimated Accuracy
 MK1289;SPC NE       -   176,540.      728,560.      MT  (+/- 180 meters Scaled)
 MK1289
 MK1289                          SUPERSEDED SURVEY CONTROL
 MK1289
 MK1289  NGVD 29 (??/??/92)  430.191  (m)         1411.38   (f) ADJ UNCH    2 0
 MK1289
 MK1289.Superseded values are not recommended for survey control.
 MK1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1289.See file dsdata.txt to determine how the superseded data were derived.
 MK1289
 MK1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL449835(NAD 83)
 MK1289_MARKER: DB = BENCH MARK DISK
 MK1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1289_STAMPING: Q 134 1935
 MK1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1289+STABILITY: SURFACE MOTION
 MK1289
 MK1289  HISTORY     - Date     Condition        Report By
 MK1289  HISTORY     - 1935     MONUMENTED       CGS
 MK1289  HISTORY     - 1950     GOOD             NGS
 MK1289
 MK1289                          STATION DESCRIPTION
 MK1289
 MK1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1289'4.2 MI NW FROM BELLWOOD.
 MK1289'4.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1289'RAILROAD FROM THE STATION AT BELLWOOD, 10 RAILS NORTH OF THE
 MK1289'NORTH END OF A TRESTLE OVER THE PLATTE RIVER, 86 FEET NORTH OF
 MK1289'A FENCE CORNER, 43 FEET EAST OF THE EAST RAIL, 3 FEET WEST OF A
 MK1289'FENCE, 5 FEET LOWER THAN THE RAILROAD, SET IN THE TOP OF A
 MK1289'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  THIS MARK
 MK1289'IS 1.3 MILES SOUTHEAST OF BENCH MARK K 337.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0698 ***********************************************************************
 LG0698  DESIGNATION -  Q 135
 LG0698  PID         -  LG0698
 LG0698  STATE/COUNTY-  NE/YORK
 LG0698  USGS QUAD   -  YORK NORTH (1980)
 LG0698
 LG0698                         *CURRENT SURVEY CONTROL
 LG0698  ___________________________________________________________________
 LG0698* NAD 83(1986)-  40 55 49.     (N)    097 36 24.     (W)     SCALED    
 LG0698* NAVD 88     -       504.642  (meters)    1655.65   (feet)  ADJUSTED  
 LG0698  ___________________________________________________________________
 LG0698  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 LG0698  DYNAMIC HT  -         504.379 (meters)    1654.78  (feet)  COMP
 LG0698  MODELED GRAV-     980,087.2   (mgal)                       NAVD 88
 LG0698
 LG0698  VERT ORDER  -  SECOND    CLASS 0
 LG0698
 LG0698.The horizontal coordinates were scaled from a topographic map and have
 LG0698.an estimated accuracy of +/- 6 seconds.
 LG0698
 LG0698.The orthometric height was determined by differential leveling
 LG0698.and adjusted by the National Geodetic Survey in June 1991..
 LG0698
 LG0698.The geoid height was determined by GEOID03.
 LG0698
 LG0698.The dynamic height is computed by dividing the NAVD 88
 LG0698.geopotential number by the normal gravity value computed on the
 LG0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0698.degrees latitude (g = 980.6199 gals.).
 LG0698
 LG0698.The modeled gravity was interpolated from observed gravity values.
 LG0698
 LG0698;                    North         East    Units  Estimated Accuracy
 LG0698;SPC NE       -   124,580.      701,490.      MT  (+/- 180 meters Scaled)
 LG0698
 LG0698                          SUPERSEDED SURVEY CONTROL
 LG0698
 LG0698  NGVD 29 (??/??/92)  504.439  (m)         1654.98   (f) ADJ UNCH    2 0
 LG0698
 LG0698.Superseded values are not recommended for survey control.
 LG0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0698.See file dsdata.txt to determine how the superseded data were derived.
 LG0698
 LG0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL173319(NAD 83)
 LG0698_MARKER: DB = BENCH MARK DISK
 LG0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0698_STAMPING: Q 135 1935
 LG0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0698+STABILITY: SURFACE MOTION
 LG0698
 LG0698  HISTORY     - Date     Condition        Report By
 LG0698  HISTORY     - 1935     MONUMENTED       CGS
 LG0698  HISTORY     - 1967     GOOD             NGS
 LG0698
 LG0698                          STATION DESCRIPTION
 LG0698
 LG0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0698'4.3 MI N FROM YORK.
 LG0698'4.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0698'FROM THE STATION AT YORK, YORK COUNTY, 24 RAILS NORTH OF MILEPOST
 LG0698'139, AT A ROAD CROSSING, 77 FEET NORTHEAST OF THE CENTER OF THE
 LG0698'CROSSING, 46 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND
 LG0698'26 FEET NORTH OF THE SOUTHWEST FENCE CORNER.  A STANDARD DISK,
 LG0698'STAMPED Q 135 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0698'NOTE-- BM HAS BEEN HIT BY A ROAD GRADED.
 LG0698
 LG0698                          STATION RECOVERY (1967)
 LG0698
 LG0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LG0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1613 ***********************************************************************
 MK1613  DESIGNATION -  Q 136
 MK1613  PID         -  MK1613
 MK1613  STATE/COUNTY-  NE/NANCE
 MK1613  USGS QUAD   -  FULLERTON (1958)
 MK1613
 MK1613                         *CURRENT SURVEY CONTROL
 MK1613  ___________________________________________________________________
 MK1613* NAD 83(1986)-  41 18 27.     (N)    097 58 59.     (W)     SCALED    
 MK1613* NAVD 88     -       506.949  (meters)    1663.22   (feet)  ADJUSTED  
 MK1613  ___________________________________________________________________
 MK1613  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 MK1613  DYNAMIC HT  -         506.713 (meters)    1662.44  (feet)  COMP
 MK1613  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 MK1613
 MK1613  VERT ORDER  -  SECOND    CLASS 0
 MK1613
 MK1613.The horizontal coordinates were scaled from a topographic map and have
 MK1613.an estimated accuracy of +/- 6 seconds.
 MK1613
 MK1613.The orthometric height was determined by differential leveling
 MK1613.and adjusted by the National Geodetic Survey in June 1991..
 MK1613
 MK1613.The geoid height was determined by GEOID03.
 MK1613
 MK1613.The dynamic height is computed by dividing the NAVD 88
 MK1613.geopotential number by the normal gravity value computed on the
 MK1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1613.degrees latitude (g = 980.6199 gals.).
 MK1613
 MK1613.The modeled gravity was interpolated from observed gravity values.
 MK1613
 MK1613;                    North         East    Units  Estimated Accuracy
 MK1613;SPC NE       -   165,640.      668,830.      MT  (+/- 180 meters Scaled)
 MK1613
 MK1613                          SUPERSEDED SURVEY CONTROL
 MK1613
 MK1613  NGVD 29 (??/??/92)  506.732  (m)         1662.50   (f) ADJ UNCH    2 0
 MK1613
 MK1613.Superseded values are not recommended for survey control.
 MK1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1613.See file dsdata.txt to determine how the superseded data were derived.
 MK1613
 MK1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL851733(NAD 83)
 MK1613_MARKER: DB = BENCH MARK DISK
 MK1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1613_STAMPING: Q-136-1935
 MK1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1613+STABILITY: SURFACE MOTION
 MK1613
 MK1613  HISTORY     - Date     Condition        Report By
 MK1613  HISTORY     - 1935     MONUMENTED       CGS
 MK1613
 MK1613                          STATION DESCRIPTION
 MK1613
 MK1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1613'4.6 MI S FROM FULLERTON.
 MK1613'4.6 MILES SOUTH OF POST OFFICE.  ALONG NEBR. STATE HIGHWAY NO. 14
 MK1613'BETWEEN CEDAR RAPIDS AND CENTRAL CITY, AT THE MERRICK-NANCE
 MK1613'COUNTY LINE, 53 FEET SOUTHWEST OF THE CENTER LINE OF CROSS ROAD,
 MK1613'33.5 FEET WEST OF THE CENTER LINE OF HIGHWAY, 8 FEET SOUTH OF
 MK1613'THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1614 ***********************************************************************
 MK1614  DESIGNATION -  Q 136 RESET
 MK1614  PID         -  MK1614
 MK1614  STATE/COUNTY-  NE/NANCE
 MK1614  USGS QUAD   -  FULLERTON (1958)
 MK1614
 MK1614                         *CURRENT SURVEY CONTROL
 MK1614  ___________________________________________________________________
 MK1614* NAD 83(1986)-  41 18 27.     (N)    097 58 59.     (W)     SCALED    
 MK1614* NAVD 88     -       506.92   (meters)    1663.1    (feet)  RESET     
 MK1614  ___________________________________________________________________
 MK1614  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 MK1614
 MK1614  VERT ORDER  -  THIRD
 MK1614
 MK1614.The horizontal coordinates were scaled from a topographic map and have
 MK1614.an estimated accuracy of +/- 6 seconds.
 MK1614
 MK1614.The orthometric height was computed from unverified reset data.
 MK1614.No vertical observational check was made to the station.
 MK1614
 MK1614.The geoid height was determined by GEOID03.
 MK1614
 MK1614;                    North         East    Units  Estimated Accuracy
 MK1614;SPC NE       -   165,640.      668,830.      MT  (+/- 180 meters Scaled)
 MK1614
 MK1614                          SUPERSEDED SURVEY CONTROL
 MK1614
 MK1614  NGVD 29 (??/??/??)  506.70   (m)         1662.4    (f) RESET       3  
 MK1614
 MK1614.Superseded values are not recommended for survey control.
 MK1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1614.See file dsdata.txt to determine how the superseded data were derived.
 MK1614
 MK1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL851733(NAD 83)
 MK1614_MARKER: DB = BENCH MARK DISK
 MK1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1614_STAMPING: Q 136 RESET 1939
 MK1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1614+STABILITY: SURFACE MOTION
 MK1614
 MK1614  HISTORY     - Date     Condition        Report By
 MK1614  HISTORY     - 1939     MONUMENTED       NEDR
 MK1614  HISTORY     - 1957     MARK NOT FOUND   NGS
 MK1614
 MK1614                          STATION DESCRIPTION
 MK1614
 MK1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MK1614'4.6 MI S FROM FULLERTON.
 MK1614'4.6 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 MK1614'FULLERTON, NANCE COUNTY, AT THE NANCE-MERRICK COUNTY LINE, IN
 MK1614'THE NORTHEAST CORNER OF SECTION 3, T 15 N, R 6 W, AT THE
 MK1614'INTERSECTION OF A COUNTY ROAD, 49 FEET WEST OF THE CENTER LINE
 MK1614'OF THE HIGHWAY, AND 24 FEET SOUTH OF THE SOUTHEAST CORNER OF
 MK1614'A CULVERT UNDER THE COUNTY ROAD.  A STANDARD DISK, STAMPED Q 136
 MK1614'RESET 1939 AND SET IN THE TOP OF A CONCRETE POST.  MILEAGE SHOWS
 MK1614'THIS BENCH MARK IS 1 MILE NORTH OF THE MERRICK-NANCE COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0537 ***********************************************************************
 LG0537  DESIGNATION -  Q 137
 LG0537  PID         -  LG0537
 LG0537  STATE/COUNTY-  NE/YORK
 LG0537  USGS QUAD   -  WACO (1969)
 LG0537
 LG0537                         *CURRENT SURVEY CONTROL
 LG0537  ___________________________________________________________________
 LG0537* NAD 83(1986)-  40 58 40.     (N)    097 28 39.     (W)     SCALED    
 LG0537* NAVD 88     -       479.255  (meters)    1572.36   (feet)  ADJUSTED  
 LG0537  ___________________________________________________________________
 LG0537  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 LG0537  DYNAMIC HT  -         479.010 (meters)    1571.55  (feet)  COMP
 LG0537  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 LG0537
 LG0537  VERT ORDER  -  SECOND    CLASS 0
 LG0537
 LG0537.The horizontal coordinates were scaled from a topographic map and have
 LG0537.an estimated accuracy of +/- 6 seconds.
 LG0537
 LG0537.The orthometric height was determined by differential leveling
 LG0537.and adjusted by the National Geodetic Survey in June 1991..
 LG0537
 LG0537.The geoid height was determined by GEOID03.
 LG0537
 LG0537.The dynamic height is computed by dividing the NAVD 88
 LG0537.geopotential number by the normal gravity value computed on the
 LG0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0537.degrees latitude (g = 980.6199 gals.).
 LG0537
 LG0537.The modeled gravity was interpolated from observed gravity values.
 LG0537
 LG0537;                    North         East    Units  Estimated Accuracy
 LG0537;SPC NE       -   130,160.      712,210.      MT  (+/- 180 meters Scaled)
 LG0537
 LG0537                          SUPERSEDED SURVEY CONTROL
 LG0537
 LG0537  NGVD 29 (??/??/92)  479.060  (m)         1571.72   (f) ADJ UNCH    2 0
 LG0537
 LG0537.Superseded values are not recommended for survey control.
 LG0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0537.See file dsdata.txt to determine how the superseded data were derived.
 LG0537
 LG0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL280374(NAD 83)
 LG0537_MARKER: DB = BENCH MARK DISK
 LG0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0537_STAMPING: Q 137 1935
 LG0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0537+STABILITY: SURFACE MOTION
 LG0537
 LG0537  HISTORY     - Date     Condition        Report By
 LG0537  HISTORY     - 1935     MONUMENTED       CGS
 LG0537  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0537
 LG0537                          STATION DESCRIPTION
 LG0537
 LG0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0537'1.2 MI NE FROM THAYER.
 LG0537'1.2 MILES NORTHEAST ALONG THE ABANDONED CHICAGO AND NORTH
 LG0537'WESTERN RAILWAY FROM THE STATION AT THAYER, YORK COUNTY, 43.5
 LG0537'FEET SOUTH OF THE OLD ROADBED, AND 3.0 FEET NORTH OF A FENCE.
 LG0537'A STANDARD DISK, STAMPED Q 137 1935 AND SET IN THE TOP OF A
 LG0537'CONCRETE POST.
 LG0537
 LG0537                          STATION RECOVERY (1967)
 LG0537
 LG0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0121 ***********************************************************************
 MK0121  DESIGNATION -  Q 139
 MK0121  PID         -  MK0121
 MK0121  STATE/COUNTY-  NE/BURT
 MK0121  USGS QUAD   -  LYONS (1966)
 MK0121
 MK0121                         *CURRENT SURVEY CONTROL
 MK0121  ___________________________________________________________________
 MK0121* NAD 83(1986)-  41 56 15.     (N)    096 28 32.     (W)     SCALED    
 MK0121* NAVD 88     -       397.021  (meters)    1302.56   (feet)  ADJUSTED  
 MK0121  ___________________________________________________________________
 MK0121  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 MK0121  DYNAMIC HT  -         396.879 (meters)    1302.09  (feet)  COMP
 MK0121  MODELED GRAV-     980,253.0   (mgal)                       NAVD 88
 MK0121
 MK0121  VERT ORDER  -  SECOND    CLASS 0
 MK0121
 MK0121.The horizontal coordinates were scaled from a topographic map and have
 MK0121.an estimated accuracy of +/- 6 seconds.
 MK0121
 MK0121.The orthometric height was determined by differential leveling
 MK0121.and adjusted by the National Geodetic Survey in June 1991..
 MK0121
 MK0121.The geoid height was determined by GEOID03.
 MK0121
 MK0121.The dynamic height is computed by dividing the NAVD 88
 MK0121.geopotential number by the normal gravity value computed on the
 MK0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0121.degrees latitude (g = 980.6199 gals.).
 MK0121
 MK0121.The modeled gravity was interpolated from observed gravity values.
 MK0121
 MK0121;                    North         East    Units  Estimated Accuracy
 MK0121;SPC NE       -   239,570.      792,120.      MT  (+/- 180 meters Scaled)
 MK0121
 MK0121                          SUPERSEDED SURVEY CONTROL
 MK0121
 MK0121  NGVD 29 (??/??/92)  396.877  (m)         1302.09   (f) ADJ UNCH    2 0
 MK0121
 MK0121.Superseded values are not recommended for survey control.
 MK0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0121.See file dsdata.txt to determine how the superseded data were derived.
 MK0121
 MK0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM092459(NAD 83)
 MK0121_MARKER: DB = BENCH MARK DISK
 MK0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0121_SP_SET: WALL
 MK0121_STAMPING: Q 139 1935
 MK0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0121
 MK0121  HISTORY     - Date     Condition        Report By
 MK0121  HISTORY     - 1935     MONUMENTED       CGS
 MK0121
 MK0121                          STATION DESCRIPTION
 MK0121
 MK0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0121'AT LYONS.
 MK0121'AT LYONS, BURT COUNTY, 75.3 FEET NORTHWEST OF THE CENTER OF THE
 MK0121'INTERSECTION OF MAIN AND THIRD STREETS, 40.8 FEET NORTH OF THE
 MK0121'CENTERLINE OF MAIN STREET, IN THE SOUTH WALL OF A BUILDING
 MK0121'OCCUPIED IN 1935 BY THE REDDING BROTHERS FORD GARAGE, 32.4 FEET
 MK0121'WEST OF THE SOUTHEAST CORNER, AND 4.7 FEET ABOVE THE GROUND.  A
 MK0121'STANDARD DISK, STAMPED Q 139 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0639 ***********************************************************************
 LG0639  DESIGNATION -  Q 14
 LG0639  PID         -  LG0639
 LG0639  STATE/COUNTY-  NE/FILLMORE
 LG0639  USGS QUAD   -  FAIRMONT (1969)
 LG0639
 LG0639                         *CURRENT SURVEY CONTROL
 LG0639  ___________________________________________________________________
 LG0639* NAD 83(1986)-  40 38 24.     (N)    097 32 23.     (W)     SCALED    
 LG0639* NAVD 88     -       492.615  (meters)    1616.19   (feet)  ADJUSTED  
 LG0639  ___________________________________________________________________
 LG0639  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 LG0639  DYNAMIC HT  -         492.345 (meters)    1615.30  (feet)  COMP
 LG0639  MODELED GRAV-     980,060.6   (mgal)                       NAVD 88
 LG0639
 LG0639  VERT ORDER  -  FIRST     CLASS II
 LG0639
 LG0639.The horizontal coordinates were scaled from a topographic map and have
 LG0639.an estimated accuracy of +/- 6 seconds.
 LG0639
 LG0639.The orthometric height was determined by differential leveling
 LG0639.and adjusted by the National Geodetic Survey in June 1991..
 LG0639
 LG0639.The geoid height was determined by GEOID03.
 LG0639
 LG0639.The dynamic height is computed by dividing the NAVD 88
 LG0639.geopotential number by the normal gravity value computed on the
 LG0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0639.degrees latitude (g = 980.6199 gals.).
 LG0639
 LG0639.The modeled gravity was interpolated from observed gravity values.
 LG0639
 LG0639;                    North         East    Units  Estimated Accuracy
 LG0639;SPC NE       -    92,520.      708,040.      MT  (+/- 180 meters Scaled)
 LG0639
 LG0639                          SUPERSEDED SURVEY CONTROL
 LG0639
 LG0639  NGVD 29 (??/??/92)  492.444  (m)         1615.63   (f) ADJ UNCH    1 2
 LG0639
 LG0639.Superseded values are not recommended for survey control.
 LG0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0639.See file dsdata.txt to determine how the superseded data were derived.
 LG0639
 LG0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK234998(NAD 83)
 LG0639_MARKER: DB = BENCH MARK DISK
 LG0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0639_SP_SET: CONCRETE POST
 LG0639_STAMPING: Q 14 1933 1615.551
 LG0639_MARK LOGO: CGS   
 LG0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0639+STABILITY: SURFACE MOTION
 LG0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0639+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1991
 LG0639
 LG0639  HISTORY     - Date     Condition        Report By
 LG0639  HISTORY     - 1933     MONUMENTED       CGS
 LG0639  HISTORY     - 1934     GOOD             NGS
 LG0639  HISTORY     - 19911007 GOOD             NGS
 LG0639
 LG0639                          STATION DESCRIPTION
 LG0639
 LG0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LG0639'2.5 MI E FROM FAIRMONT.
 LG0639'2.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0639'FROM THE STATION AT FAIRMONT, FILLMORE COUNTY, AT MILEAGE 110.5,
 LG0639'AT A ROAD CROSSING, 60 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LG0639'70 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, AND 48 FEET
 LG0639'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LG0639'1615.551 Q 14 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0639'4 INCHES ABOVE GROUND.
 LG0639
 LG0639                          STATION RECOVERY (1991)
 LG0639
 LG0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0639'4.7 KM (2.90 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG0639'U.S. HIGHWAY 81 IN FAIRMONT, 25.6 M (84.0 FT) NORTH OF THE HIGHWAY
 LG0639'CENTERLINE, 22.0 M (72.2 FT) EAST OF THE CENTER OF A PAVED ROAD, 13.9
 LG0639'M (45.6 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG0639'RAILROAD, 4.2 M (13.8 FT) SOUTHWEST OF A UTILITY POLE WITH A GUY
 LG0639'CABLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 LG0639'WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS O.1 M ABOVE THE
 LG0639'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0089 ***********************************************************************
 LH0089  DESIGNATION -  Q 15
 LH0089  PID         -  LH0089
 LH0089  STATE/COUNTY-  NE/CLAY
 LH0089  USGS QUAD   -  INLAND (1969)
 LH0089
 LH0089                         *CURRENT SURVEY CONTROL
 LH0089  ___________________________________________________________________
 LH0089* NAD 83(1986)-  40 35 27.     (N)    098 14 33.     (W)     SCALED    
 LH0089* NAVD 88     -       566.807  (meters)    1859.60   (feet)  ADJUSTED  
 LH0089  ___________________________________________________________________
 LH0089  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 LH0089  DYNAMIC HT  -         566.495 (meters)    1858.58  (feet)  COMP
 LH0089  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 LH0089
 LH0089  VERT ORDER  -  FIRST     CLASS II
 LH0089
 LH0089.The horizontal coordinates were scaled from a topographic map and have
 LH0089.an estimated accuracy of +/- 6 seconds.
 LH0089
 LH0089.The orthometric height was determined by differential leveling
 LH0089.and adjusted by the National Geodetic Survey in June 1991..
 LH0089
 LH0089.The geoid height was determined by GEOID03.
 LH0089
 LH0089.The dynamic height is computed by dividing the NAVD 88
 LH0089.geopotential number by the normal gravity value computed on the
 LH0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0089.degrees latitude (g = 980.6199 gals.).
 LH0089
 LH0089.The modeled gravity was interpolated from observed gravity values.
 LH0089
 LH0089;                    North         East    Units  Estimated Accuracy
 LH0089;SPC NE       -    85,620.      648,740.      MT  (+/- 180 meters Scaled)
 LH0089
 LH0089                          SUPERSEDED SURVEY CONTROL
 LH0089
 LH0089  NGVD 29 (??/??/92)  566.588  (m)         1858.88   (f) ADJ UNCH    1 2
 LH0089
 LH0089.Superseded values are not recommended for survey control.
 LH0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0089.See file dsdata.txt to determine how the superseded data were derived.
 LH0089
 LH0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK641936(NAD 83)
 LH0089_MARKER: DB = BENCH MARK DISK
 LH0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0089_STAMPING: 1858.943 Q 15 1933
 LH0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0089+STABILITY: SURFACE MOTION
 LH0089
 LH0089  HISTORY     - Date     Condition        Report By
 LH0089  HISTORY     - 1933     MONUMENTED       CGS
 LH0089  HISTORY     - 1934     GOOD             NGS
 LH0089  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LH0089
 LH0089                          STATION DESCRIPTION
 LH0089
 LH0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0089'0.9 MI W FROM INLAND.
 LH0089'0.9 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0089'FROM THE STATION AT INLAND, CLAY COUNTY, 0.5 MILE WEST OF
 LH0089'MILEPOST 148, 138 FEET WEST OF A ROAD CROSSING, 54.9 FEET
 LH0089'NORTH OF THE CENTERLINE OF THE TRACK, AND 43 FEET SOUTH OF THE
 LH0089'NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1858.943
 LH0089'Q 15 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 LH0089'INCHES ABOVE GROUND.
 LH0089
 LH0089                          STATION RECOVERY (1991)
 LH0089
 LH0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0089'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0251 ***********************************************************************
 LJ0251  DESIGNATION -  Q 158
 LJ0251  PID         -  LJ0251
 LJ0251  STATE/COUNTY-  NE/CHASE
 LJ0251  USGS QUAD   -  ENDERS (1973)
 LJ0251
 LJ0251                         *CURRENT SURVEY CONTROL
 LJ0251  ___________________________________________________________________
 LJ0251* NAD 83(1995)-  40 29 02.26436(N)    101 34 16.82883(W)     ADJUSTED  
 LJ0251* NAVD 88     -       985.569  (meters)    3233.49   (feet)  ADJUSTED  
 LJ0251  ___________________________________________________________________
 LJ0251  X           -    -974,601.388 (meters)                     COMP
 LJ0251  Y           -  -4,759,973.982 (meters)                     COMP
 LJ0251  Z           -   4,119,630.904 (meters)                     COMP
 LJ0251  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LJ0251  ELLIP HEIGHT-         963.25  (meters)          (06/27/02) GPS OBS
 LJ0251  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 LJ0251  DYNAMIC HT  -         984.897 (meters)    3231.28  (feet)  COMP
 LJ0251  MODELED GRAV-     979,909.5   (mgal)                       NAVD 88
 LJ0251
 LJ0251  HORZ ORDER  -  FIRST
 LJ0251  VERT ORDER  -  SECOND    CLASS 0
 LJ0251  ELLP ORDER  -  FOURTH    CLASS I
 LJ0251
 LJ0251.The horizontal coordinates were established by GPS observations
 LJ0251.and adjusted by the National Geodetic Survey in August 1997..
 LJ0251
 LJ0251.The orthometric height was determined by differential leveling
 LJ0251.and adjusted by the National Geodetic Survey in June 1991..
 LJ0251
 LJ0251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0251
 LJ0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0251
 LJ0251.The ellipsoidal height was determined by GPS observations
 LJ0251.and is referenced to NAD 83.
 LJ0251
 LJ0251.The geoid height was determined by GEOID03.
 LJ0251
 LJ0251.The dynamic height is computed by dividing the NAVD 88
 LJ0251.geopotential number by the normal gravity value computed on the
 LJ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0251.degrees latitude (g = 980.6199 gals.).
 LJ0251
 LJ0251.The modeled gravity was interpolated from observed gravity values.
 LJ0251
 LJ0251;                    North         East     Units Scale Factor Converg.
 LJ0251;SPC NE       -    73,450.254   366,801.017   MT  0.99981619   -1 02 28.8
 LJ0251;UTM  14      - 4,484,650.776   282,056.825   MT  1.00018472   -1 40 12.2
 LJ0251
 LJ0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0251!SPC NE       -   0.99984892  x   0.99981619  =   0.99966514
 LJ0251!UTM  14      -   0.99984892  x   1.00018472  =   1.00003361
 LJ0251
 LJ0251                          SUPERSEDED SURVEY CONTROL
 LJ0251
 LJ0251  ELLIP H (01/07/93)  963.10   (m)                       GP(       ) 4 2
 LJ0251  NGVD 29 (??/??/92)  985.180  (m)         3232.21   (f) ADJ UNCH    2 0
 LJ0251
 LJ0251.Superseded values are not recommended for survey control.
 LJ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0251.See file dsdata.txt to determine how the superseded data were derived.
 LJ0251
 LJ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK8205784651(NAD 83)
 LJ0251_MARKER: DB = BENCH MARK DISK
 LJ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0251_SP_SET: CONCRETE POST
 LJ0251_STAMPING: Q 158 1934
 LJ0251_MARK LOGO: CGS   
 LJ0251_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0251+STABILITY: SURFACE MOTION
 LJ0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0251+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LJ0251
 LJ0251  HISTORY     - Date     Condition        Report By
 LJ0251  HISTORY     - 1934     MONUMENTED       CGS
 LJ0251  HISTORY     - 1941     GOOD             NGS
 LJ0251  HISTORY     - 19890707 GOOD             NGS
 LJ0251
 LJ0251                          STATION DESCRIPTION
 LJ0251
 LJ0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0251'3.1 MI W FROM ENDERS.
 LJ0251'3.1 MILES WEST OF C.B. AND Q. RR STATION AT ENDERS, ON CHICAGO,
 LJ0251'BURLINGTON AND QUINCY RAILROAD AT CROSS ROADS AND UNDER
 LJ0251'TELEPHONE LINE.  24 FEET SOUTH OF CENTERLINE OF RAILROAD TRACKS,
 LJ0251'AND 2 RAILS EAST OF CROSSING.  1/3 MILE NORTH OF FARM HOUSE.
 LJ0251
 LJ0251                          STATION RECOVERY (1941)
 LJ0251
 LJ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LJ0251'RECOVERED IN GOOD CONDITION.
 LJ0251
 LJ0251                          STATION RECOVERY (1989)
 LJ0251
 LJ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0251'THE STATION IS LOCATED ABOUT 9.4 KM (5.85 MI) SOUTHEAST OF IMPERIAL,
 LJ0251'1.1 KM (0.70 MI) SOUTH OF U.S. HIGHWAY 6 AND STATE ROUTE 61 AT A
 LJ0251'BURLINGTON NORTHERN RAILROAD CROSSING.  OWNERSHIP--CHASE COUNTY.
 LJ0251'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 WEST AND
 LJ0251'STATE ROUTE 61 NORTH AT THE SOUTHEAST CORNER OF IMPERIAL, GO
 LJ0251'SOUTHEASTERLY ALONG U.S. HIGHWAY 6 AND STATE ROUTE 61 FOR 5.2 KM
 LJ0251'(3.25 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 LJ0251'GRAVEL ROAD FOR 1.2 KM (0.75 MI) TO A RAILROAD CROSSING AND THE
 LJ0251'STATION ON THE LEFT.
 LJ0251'THE STATION MARK IS SET 12.2 M (40.0 FT) SOUTHEAST OF THE APPROXIMATE
 LJ0251'CENTERLINE OF THE GRAVEL ROAD, 7.1 M (23.3 FT) NORTH-NORTHEAST OF A
 LJ0251'GUYED UTILITY POLE, 5.9 M (19.4 FT) NORTH-NORTHEAST OF A CORNER
 LJ0251'FENCEPOST, 0.61 M (2.0 FT) NORTH OF WITNESS POST AND 0.61 M (2.0 FT)
 LJ0251'ABOVE THE LEVEL OF THE RAILROAD.
 LJ0251'DESCRIBED BY G.F.SMITH, VERIFIED BY R.D.BALL, TYPED BY E.A.RICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0105 ***********************************************************************
 LJ0105  CBN         -  This is a Cooperative Base Network Control Station.
 LJ0105  DESIGNATION -  Q 159
 LJ0105  PID         -  LJ0105
 LJ0105  STATE/COUNTY-  NE/HITCHCOCK
 LJ0105  USGS QUAD   -  BEVERLY (1973)
 LJ0105
 LJ0105                         *CURRENT SURVEY CONTROL
 LJ0105  ___________________________________________________________________
 LJ0105* NAD 83(1995)-  40 20 57.97199(N)    100 53 59.24718(W)     ADJUSTED  
 LJ0105* NAVD 88     -       825.479  (meters)    2708.26   (feet)  ADJUSTED  
 LJ0105  ___________________________________________________________________
 LJ0105  X           -    -920,553.584 (meters)                     COMP
 LJ0105  Y           -  -4,780,460.948 (meters)                     COMP
 LJ0105  Z           -   4,108,151.746 (meters)                     COMP
 LJ0105  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LJ0105  ELLIP HEIGHT-         802.10  (meters)          (09/24/01) GPS OBS
 LJ0105  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 LJ0105  DYNAMIC HT  -         824.936 (meters)    2706.48  (feet)  COMP
 LJ0105  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 LJ0105
 LJ0105  HORZ ORDER  -  B
 LJ0105  VERT ORDER  -  SECOND    CLASS 0
 LJ0105  ELLP ORDER  -  FOURTH    CLASS I
 LJ0105
 LJ0105.The horizontal coordinates were established by GPS observations
 LJ0105.and adjusted by the National Geodetic Survey in June 1996..
 LJ0105
 LJ0105.The orthometric height was determined by differential leveling
 LJ0105.and adjusted by the National Geodetic Survey in June 1991..
 LJ0105
 LJ0105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0105
 LJ0105.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0105
 LJ0105.The ellipsoidal height was determined by GPS observations
 LJ0105.and is referenced to NAD 83.
 LJ0105
 LJ0105.The geoid height was determined by GEOID03.
 LJ0105
 LJ0105.The dynamic height is computed by dividing the NAVD 88
 LJ0105.geopotential number by the normal gravity value computed on the
 LJ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0105.degrees latitude (g = 980.6199 gals.).
 LJ0105
 LJ0105.The modeled gravity was interpolated from observed gravity values.
 LJ0105
 LJ0105;                    North         East     Units Scale Factor Converg.
 LJ0105;SPC NE       -    57,701.867   423,568.543   MT  0.99986027   -0 35 46.6
 LJ0105;UTM  14      - 4,468,274.606   338,659.220   MT  0.99992044   -1 13 49.0
 LJ0105
 LJ0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0105!SPC NE       -   0.99987419  x   0.99986027  =   0.99973448
 LJ0105!UTM  14      -   0.99987419  x   0.99992044  =   0.99979464
 LJ0105
 LJ0105                          SUPERSEDED SURVEY CONTROL
 LJ0105
 LJ0105  ELLIP H (06/25/96)  802.16   (m)                       GP(       ) 1 1
 LJ0105  NAVD 88 (06/25/96)  825.48   (m)         2708.3    (f) LEVELING    3  
 LJ0105  NGVD 29 (??/??/92)  825.150  (m)         2707.18   (f) ADJ UNCH    2 0
 LJ0105
 LJ0105.Superseded values are not recommended for survey control.
 LJ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0105.See file dsdata.txt to determine how the superseded data were derived.
 LJ0105
 LJ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK3865968275(NAD 83)
 LJ0105_MARKER: DB = BENCH MARK DISK
 LJ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0105_STAMPING: Q 159 1934
 LJ0105_MARK LOGO: CGS   
 LJ0105_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LJ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0105+STABILITY: SURFACE MOTION
 LJ0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0105+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1995
 LJ0105
 LJ0105  HISTORY     - Date     Condition        Report By
 LJ0105  HISTORY     - 1934     MONUMENTED       CGS
 LJ0105  HISTORY     - 1942     GOOD             USGS
 LJ0105  HISTORY     - 19950426 GOOD             NGS
 LJ0105
 LJ0105                          STATION DESCRIPTION
 LJ0105
 LJ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0105'13.1 MI N FROM CULBERTSON.
 LJ0105'13.1 MILES NORTH OF BURLINGTON STATION AT CULBERTSON, ON
 LJ0105'HIGHWAY 17 AT A T-ROAD TO THE EAST.  21 FEET SOUTH OF CENTER
 LJ0105'LINE OF T-ROAD.  42 FEET EAST OF CENTER LINE OF HIGHWAY.  20
 LJ0105'FEET E OF A FENCE CORNER.
 LJ0105
 LJ0105                          STATION RECOVERY (1942)
 LJ0105
 LJ0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 LJ0105'RECOVERED IN GOOD CONDITION.
 LJ0105
 LJ0105                          STATION RECOVERY (1995)
 LJ0105
 LJ0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LJ0105'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 34 AND
 LJ0105'STATE HIGHWAY 17, TATE STREET, IN CULBERTSON, GO WEST ON HIGHWAY 6 AND
 LJ0105'34 FOR 1.75 MI (2.82 KM) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND
 LJ0105'GO NORTH, NORTHWEST AND NORTH ON THE PAVED ROAD FOR 2.45 MI (3.94 KM)
 LJ0105'TO THE END OF PAVEMENT AND A TWIN MICROWAVE TOWER ON THE LEFT.
 LJ0105'CONTINUE NORTH ON A BLADED ROAD FOR 6.40 MI (10.30 KM) TO A SIDE ROAD
 LJ0105'ON THE RIGHT, AT THE HAYES COUNTY LINE.  TURN RIGHT AND GO EAST ON A
 LJ0105'BLADED ROAD FOR 0.2 MI (0.3 KM) TO A FARM DRIVE ON THE LEFT AND THE
 LJ0105'MARK ON THE RIGHT, ON HITCHCOCK COUNTY ROAD RIGHT-OF-WAY AND AT THE
 LJ0105'NORTH 1/4 CORNER OF SEC2, T4N, R32W.  THE DISK IS SET INTO THE TOP OF
 LJ0105'A ROUND CONCRETE MONUMENT THAT IS RECESSED 0.2 FT (6.1 CM) BELOW THE
 LJ0105'GROUND SURFACE.  IT IS 67.0 FT (20.4 M) SOUTH-SOUTHEAST FROM A
 LJ0105'POWERLINE POLE, 41.5 FT (12.6 M) EAST FROM THE EXTENDED CENTERLINE OF
 LJ0105'THE FARM DRIVE, 26.5 FT (8.1 M) SOUTH FROM THE COUNTY LINE ROAD, 18.6
 LJ0105'FT (5.7 M) EAST FROM THE CENTER OF THE TOP OF A TELEPHONE CABLE
 LJ0105'JUNCTION BOX, 17.5 FT (5.3 M) EAST FROM A FENCE CORNER POST AND 7.9 FT
 LJ0105'(2.4 M) WEST FROM A WITNESS POST.  A LENGTH OF REBAR WAS DRIVEN ALONG
 LJ0105'THE SOUTH SIDE OF THE MARK.  NOTE-4WD VEHICLE IS RECOMMENDED IF THE
 LJ0105'ROADS ARE WET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0658 ***********************************************************************
 ML0658  DESIGNATION -  Q 16
 ML0658  PID         -  ML0658
 ML0658  STATE/COUNTY-  NE/CUSTER
 ML0658  USGS QUAD   -  MASON CITY NW (1951)
 ML0658
 ML0658                         *CURRENT SURVEY CONTROL
 ML0658  ___________________________________________________________________
 ML0658* NAD 83(1986)-  41 14 22.     (N)    099 23 09.     (W)     SCALED    
 ML0658* NAVD 88     -       716.995  (meters)    2352.34   (feet)  ADJUSTED  
 ML0658  ___________________________________________________________________
 ML0658  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 ML0658  DYNAMIC HT  -         716.609 (meters)    2351.07  (feet)  COMP
 ML0658  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 ML0658
 ML0658  VERT ORDER  -  FIRST     CLASS II
 ML0658
 ML0658.The horizontal coordinates were scaled from a topographic map and have
 ML0658.an estimated accuracy of +/- 6 seconds.
 ML0658
 ML0658.The orthometric height was determined by differential leveling
 ML0658.and adjusted by the National Geodetic Survey in June 1991..
 ML0658
 ML0658.The geoid height was determined by GEOID03.
 ML0658
 ML0658.The dynamic height is computed by dividing the NAVD 88
 ML0658.geopotential number by the normal gravity value computed on the
 ML0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0658.degrees latitude (g = 980.6199 gals.).
 ML0658
 ML0658.The modeled gravity was interpolated from observed gravity values.
 ML0658
 ML0658;                    North         East    Units  Estimated Accuracy
 ML0658;SPC NE       -   156,300.      551,470.      MT  (+/- 180 meters Scaled)
 ML0658
 ML0658                          SUPERSEDED SURVEY CONTROL
 ML0658
 ML0658  NGVD 29 (??/??/92)  716.749  (m)         2351.53   (f) ADJ UNCH    1 2
 ML0658
 ML0658.Superseded values are not recommended for survey control.
 ML0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0658.See file dsdata.txt to determine how the superseded data were derived.
 ML0658
 ML0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML676654(NAD 83)
 ML0658_MARKER: DB = BENCH MARK DISK
 ML0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0658_STAMPING: 2351.534 Q 16 1933
 ML0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0658+STABILITY: SURFACE MOTION
 ML0658
 ML0658  HISTORY     - Date     Condition        Report By
 ML0658  HISTORY     - 1933     MONUMENTED       CGS
 ML0658  HISTORY     - 1968     MARK NOT FOUND   NGS
 ML0658
 ML0658                          STATION DESCRIPTION
 ML0658
 ML0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ML0658'3.5 MI S FROM ANSLEY.
 ML0658'ABOUT 3-1/2 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM ANSLEY,
 ML0658'CUSTER COUNTY, ABOUT 150 FEET WEST OF THE HOUSE OF C.D. HANNOMAN,
 ML0658'IN THE SOUTHWEST CORNER OF THE YARD, 40 FEET EAST OF THE CENTER
 ML0658'LINE OF THE HIGHWAY, AND 10 FEET NORTH OF THE DRIVEWAY.  A
 ML0658'STANDARD DISK, STAMPED 2351.534 Q 16 1933 AND SET IN THE TOP
 ML0658'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 ML0658'NOTE-- THE ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0284 ***********************************************************************
 LJ0284  DESIGNATION -  Q 161
 LJ0284  PID         -  LJ0284
 LJ0284  STATE/COUNTY-  NE/PERKINS
 LJ0284  USGS QUAD   -  MADRID (1973)
 LJ0284
 LJ0284                         *CURRENT SURVEY CONTROL
 LJ0284  ___________________________________________________________________
 LJ0284* NAD 83(1986)-  40 51 07.     (N)    101 32 37.     (W)     SCALED    
 LJ0284* NAVD 88     -      1006.157  (meters)    3301.03   (feet)  ADJUSTED  
 LJ0284  ___________________________________________________________________
 LJ0284  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 LJ0284  DYNAMIC HT  -        1005.498 (meters)    3298.87  (feet)  COMP
 LJ0284  MODELED GRAV-     979,934.5   (mgal)                       NAVD 88
 LJ0284
 LJ0284  VERT ORDER  -  SECOND    CLASS 0
 LJ0284
 LJ0284.The horizontal coordinates were scaled from a topographic map and have
 LJ0284.an estimated accuracy of +/- 6 seconds.
 LJ0284
 LJ0284.The orthometric height was determined by differential leveling
 LJ0284.and adjusted by the National Geodetic Survey in June 1991..
 LJ0284
 LJ0284.The geoid height was determined by GEOID03.
 LJ0284
 LJ0284.The dynamic height is computed by dividing the NAVD 88
 LJ0284.geopotential number by the normal gravity value computed on the
 LJ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0284.degrees latitude (g = 980.6199 gals.).
 LJ0284
 LJ0284.The modeled gravity was interpolated from observed gravity values.
 LJ0284
 LJ0284;                    North         East    Units  Estimated Accuracy
 LJ0284;SPC NE       -   114,260.      369,880.      MT  (+/- 180 meters Scaled)
 LJ0284
 LJ0284                          SUPERSEDED SURVEY CONTROL
 LJ0284
 LJ0284  NGVD 29 (??/??/92) 1005.749  (m)         3299.69   (f) ADJ UNCH    2 0
 LJ0284
 LJ0284.Superseded values are not recommended for survey control.
 LJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0284.See file dsdata.txt to determine how the superseded data were derived.
 LJ0284
 LJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL855254(NAD 83)
 LJ0284_MARKER: DB = BENCH MARK DISK
 LJ0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LJ0284_SP_SET: WALL
 LJ0284_STAMPING: Q 161 1934
 LJ0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0284
 LJ0284  HISTORY     - Date     Condition        Report By
 LJ0284  HISTORY     - 1934     MONUMENTED       CGS
 LJ0284  HISTORY     - 1941     GOOD             NGS
 LJ0284
 LJ0284                          STATION DESCRIPTION
 LJ0284
 LJ0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0284'AT MADRID.
 LJ0284'AT MADRID, PERKINS COUNTY, 300 FEET NORTHEAST OF THE CHICAGO,
 LJ0284'BURLINGTON AND QUINCY RAILROAD STATION, AT THE CITY POWER
 LJ0284'BUILDING, IN THE CENTER OF THE SOUTH BRICK WALL, AND ABOUT 4
 LJ0284'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED Q 161 1934 AND SET
 LJ0284'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0175 ***********************************************************************
 LJ0175  DESIGNATION -  Q 162
 LJ0175  PID         -  LJ0175
 LJ0175  STATE/COUNTY-  NE/HAYES
 LJ0175  USGS QUAD   -  HAYES CENTER SW (1974)
 LJ0175
 LJ0175                         *CURRENT SURVEY CONTROL
 LJ0175  ___________________________________________________________________
 LJ0175* NAD 83(1986)-  40 33 11.     (N)    101 09 54.     (W)     SCALED    
 LJ0175* NAVD 88     -       981.038  (meters)    3218.62   (feet)  ADJUSTED  
 LJ0175  ___________________________________________________________________
 LJ0175  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 LJ0175  DYNAMIC HT  -         980.383 (meters)    3216.47  (feet)  COMP
 LJ0175  MODELED GRAV-     979,923.9   (mgal)                       NAVD 88
 LJ0175
 LJ0175  VERT ORDER  -  SECOND    CLASS 0
 LJ0175
 LJ0175.The horizontal coordinates were scaled from a topographic map and have
 LJ0175.an estimated accuracy of +/- 6 seconds.
 LJ0175
 LJ0175.The orthometric height was determined by differential leveling
 LJ0175.and adjusted by the National Geodetic Survey in June 1991..
 LJ0175
 LJ0175.The geoid height was determined by GEOID03.
 LJ0175
 LJ0175.The dynamic height is computed by dividing the NAVD 88
 LJ0175.geopotential number by the normal gravity value computed on the
 LJ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0175.degrees latitude (g = 980.6199 gals.).
 LJ0175
 LJ0175.The modeled gravity was interpolated from observed gravity values.
 LJ0175
 LJ0175;                    North         East    Units  Estimated Accuracy
 LJ0175;SPC NE       -    80,580.      401,350.      MT  (+/- 180 meters Scaled)
 LJ0175
 LJ0175                          SUPERSEDED SURVEY CONTROL
 LJ0175
 LJ0175  NGVD 29 (??/??/92)  980.655  (m)         3217.37   (f) ADJ UNCH    2 0
 LJ0175
 LJ0175.Superseded values are not recommended for survey control.
 LJ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0175.See file dsdata.txt to determine how the superseded data were derived.
 LJ0175
 LJ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK166913(NAD 83)
 LJ0175_MARKER: DB = BENCH MARK DISK
 LJ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0175_STAMPING: Q-162 1934
 LJ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0175+STABILITY: SURFACE MOTION
 LJ0175
 LJ0175  HISTORY     - Date     Condition        Report By
 LJ0175  HISTORY     - 1934     MONUMENTED       CGS
 LJ0175  HISTORY     - 1941     GOOD             NGS
 LJ0175
 LJ0175                          STATION DESCRIPTION
 LJ0175
 LJ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0175'10.1 MI NW FROM HAYES CENTER.
 LJ0175'10.1 MILES NORTH WEST OF I.O.O.F. BUILDING HAYES CENTER, ON
 LJ0175'HIGHWAY 17, 81 FEET WEST OF A FENCE CORNER, AND 21 FEET SOUTH OF
 LJ0175'CENTER LINE OF ROAD.  AT THE TOP OF A HILL.  NW 1/4, NE 1/4,
 LJ0175'SECTION 27 T 7 N, R 34 W.
 LJ0175
 LJ0175                          STATION RECOVERY (1941)
 LJ0175
 LJ0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LJ0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0295 ***********************************************************************
 LH0295  DESIGNATION -  Q 163
 LH0295  PID         -  LH0295
 LH0295  STATE/COUNTY-  NE/NUCKOLLS
 LH0295  USGS QUAD   -  SUPERIOR (1983)
 LH0295
 LH0295                         *CURRENT SURVEY CONTROL
 LH0295  ___________________________________________________________________
 LH0295* NAD 83(1986)-  40 04 30.     (N)    098 01 49.     (W)     SCALED    
 LH0295* NAVD 88     -       530.268  (meters)    1739.72   (feet)  ADJUSTED  
 LH0295  ___________________________________________________________________
 LH0295  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 LH0295  DYNAMIC HT  -         529.959 (meters)    1738.71  (feet)  COMP
 LH0295  MODELED GRAV-     980,026.0   (mgal)                       NAVD 88
 LH0295
 LH0295  VERT ORDER  -  SECOND    CLASS 0
 LH0295
 LH0295.The horizontal coordinates were scaled from a topographic map and have
 LH0295.an estimated accuracy of +/- 6 seconds.
 LH0295
 LH0295.The orthometric height was determined by differential leveling
 LH0295.and adjusted by the National Geodetic Survey in June 1991..
 LH0295
 LH0295.The geoid height was determined by GEOID03.
 LH0295
 LH0295.The dynamic height is computed by dividing the NAVD 88
 LH0295.geopotential number by the normal gravity value computed on the
 LH0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0295.degrees latitude (g = 980.6199 gals.).
 LH0295
 LH0295.The modeled gravity was interpolated from observed gravity values.
 LH0295
 LH0295;                    North         East    Units  Estimated Accuracy
 LH0295;SPC NE       -    28,750.      668,000.      MT  (+/- 180 meters Scaled)
 LH0295
 LH0295                          SUPERSEDED SURVEY CONTROL
 LH0295
 LH0295  NGVD 29 (??/??/92)  530.092  (m)         1739.14   (f) ADJ UNCH    2 0
 LH0295
 LH0295.Superseded values are not recommended for survey control.
 LH0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0295.See file dsdata.txt to determine how the superseded data were derived.
 LH0295
 LH0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK826365(NAD 83)
 LH0295_MARKER: DB = BENCH MARK DISK
 LH0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0295_STAMPING: Q 163 1934
 LH0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0295+STABILITY: SURFACE MOTION
 LH0295
 LH0295  HISTORY     - Date     Condition        Report By
 LH0295  HISTORY     - 1934     MONUMENTED       CGS
 LH0295
 LH0295                          STATION DESCRIPTION
 LH0295
 LH0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0295'2.4 MI S FROM CADAMS.
 LH0295'2.4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LH0295'THE STATION AT CADAMS, NUCKOLLS COUNTY, AT A ROAD CROSSING, 30
 LH0295'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 40 FEET WEST OF
 LH0295'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED Q 163
 LH0295'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0681 ***********************************************************************
 LH0681  DESIGNATION -  Q 164
 LH0681  PID         -  LH0681
 LH0681  STATE/COUNTY-  NE/PHELPS
 LH0681  USGS QUAD   -  HOLDREGE EAST (1970)
 LH0681
 LH0681                         *CURRENT SURVEY CONTROL
 LH0681  ___________________________________________________________________
 LH0681* NAD 83(1986)-  40 27 31.     (N)    099 15 43.     (W)     SCALED    
 LH0681* NAVD 88     -       689.114  (meters)    2260.87   (feet)  ADJUSTED  
 LH0681  ___________________________________________________________________
 LH0681  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 LH0681  DYNAMIC HT  -         688.690 (meters)    2259.48  (feet)  COMP
 LH0681  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 LH0681
 LH0681  VERT ORDER  -  SECOND    CLASS 0
 LH0681
 LH0681.The horizontal coordinates were scaled from a topographic map and have
 LH0681.an estimated accuracy of +/- 6 seconds.
 LH0681
 LH0681.The orthometric height was determined by differential leveling
 LH0681.and adjusted by the National Geodetic Survey in June 1991..
 LH0681
 LH0681.The geoid height was determined by GEOID03.
 LH0681
 LH0681.The dynamic height is computed by dividing the NAVD 88
 LH0681.geopotential number by the normal gravity value computed on the
 LH0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0681.degrees latitude (g = 980.6199 gals.).
 LH0681
 LH0681.The modeled gravity was interpolated from observed gravity values.
 LH0681
 LH0681;                    North         East    Units  Estimated Accuracy
 LH0681;SPC NE       -    69,690.      562,590.      MT  (+/- 180 meters Scaled)
 LH0681
 LH0681                          SUPERSEDED SURVEY CONTROL
 LH0681
 LH0681  NGVD 29 (??/??/92)  688.838  (m)         2259.96   (f) ADJ UNCH    2 0
 LH0681
 LH0681.Superseded values are not recommended for survey control.
 LH0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0681.See file dsdata.txt to determine how the superseded data were derived.
 LH0681
 LH0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK777786(NAD 83)
 LH0681_MARKER: DB = BENCH MARK DISK
 LH0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0681_SP_SET: CULVERT
 LH0681_STAMPING: Q 164 1934
 LH0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0681
 LH0681  HISTORY     - Date     Condition        Report By
 LH0681  HISTORY     - 1934     MONUMENTED       CGS
 LH0681  HISTORY     - 1954     GOOD             DOD
 LH0681
 LH0681                          STATION DESCRIPTION
 LH0681
 LH0681'DESCRIBED BY US DEPARTMENT OF DEFENSE 1954
 LH0681'6 MI E FROM HOLDREGE.
 LH0681'6.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0681'FROM THE POST OFFICE AT HODLREGE, PHELPS COUNTY, 5 RAILS WEST
 LH0681'OF MILEPOST 205, 65 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LH0681'AT A CONCRETE CULVERT UNDER U.S. HIGHWAY 6, IN THE TOP OF THE
 LH0681'SOUTH HEADWALL, AND PROJECTING 3.5 FEET ABOVE THE BOTTOM OF THE
 LH0681'DRAIN.  A STANDARD DISK, STAMPED Q 164 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0682 ***********************************************************************
 LH0682  DESIGNATION -  Q 164 RESET
 LH0682  PID         -  LH0682
 LH0682  STATE/COUNTY-  NE/PHELPS
 LH0682  USGS QUAD   -  HOLDREGE EAST (1970)
 LH0682
 LH0682                         *CURRENT SURVEY CONTROL
 LH0682  ___________________________________________________________________
 LH0682* NAD 83(1986)-  40 27 33.     (N)    099 15 42.     (W)     SCALED    
 LH0682* NAVD 88     -       689.02   (meters)    2260.6    (feet)  RESET     
 LH0682  ___________________________________________________________________
 LH0682  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 LH0682
 LH0682  VERT ORDER  -  THIRD
 LH0682
 LH0682.The horizontal coordinates were scaled from a topographic map and have
 LH0682.an estimated accuracy of +/- 6 seconds.
 LH0682
 LH0682.The orthometric height was computed from unverified reset data.
 LH0682
 LH0682.The geoid height was determined by GEOID03.
 LH0682
 LH0682;                    North         East    Units  Estimated Accuracy
 LH0682;SPC NE       -    69,750.      562,610.      MT  (+/- 180 meters Scaled)
 LH0682
 LH0682                          SUPERSEDED SURVEY CONTROL
 LH0682
 LH0682  NGVD 29 (??/??/??)  688.74   (m)         2259.6    (f) RESET       3  
 LH0682
 LH0682.Superseded values are not recommended for survey control.
 LH0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0682.See file dsdata.txt to determine how the superseded data were derived.
 LH0682
 LH0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK778787(NAD 83)
 LH0682_MARKER: DB = BENCH MARK DISK
 LH0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0682_SP_SET: CULVERT
 LH0682_STAMPING: Q 164 RESET 1965
 LH0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0682
 LH0682  HISTORY     - Date     Condition        Report By
 LH0682  HISTORY     - 1965     MONUMENTED       CGS
 LH0682
 LH0682                          STATION DESCRIPTION
 LH0682
 LH0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LH0682'6 MI E FROM HOLDREGE.
 LH0682'ABOUT 6.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0682'RAILROAD FROM THE POST OFFICE AT HOLDREGE, 5 RAILS WEST OF
 LH0682'MILEPOST 205, 60 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LH0682'AT A CONCRETE CULVERT UNDER U.S. HIGHWAY 6, IN THE TOP OF THE
 LH0682'SOUTH HEADWALL, AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 LH0682'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0683 ***********************************************************************
 LH0683  DESIGNATION -  Q 164 RESET
 LH0683  PID         -  LH0683
 LH0683  STATE/COUNTY-  NE/PHELPS
 LH0683  USGS QUAD   -  HOLDREGE EAST (1970)
 LH0683
 LH0683                         *CURRENT SURVEY CONTROL
 LH0683  ___________________________________________________________________
 LH0683* NAD 83(1986)-  40 27 31.     (N)    099 15 43.     (W)     SCALED    
 LH0683* NAVD 88     -       688.83   (+/-2cm)    2259.9    (feet)  VERTCON   
 LH0683  ___________________________________________________________________
 LH0683  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 LH0683
 LH0683  VERT ORDER  -  THIRD (See Below)
 LH0683
 LH0683.The horizontal coordinates were scaled from a topographic map and have
 LH0683.an estimated accuracy of +/- 6 seconds.
 LH0683
 LH0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH0683.The vertical order pertains to the NGVD 29 superseded value.
 LH0683
 LH0683.The geoid height was determined by GEOID03.
 LH0683
 LH0683;                    North         East    Units  Estimated Accuracy
 LH0683;SPC NE       -    69,690.      562,590.      MT  (+/- 180 meters Scaled)
 LH0683
 LH0683                          SUPERSEDED SURVEY CONTROL
 LH0683
 LH0683  NGVD 29 (08/02/06)  688.55   (m)         2259.0    (f) RESET       3  
 LH0683
 LH0683.Superseded values are not recommended for survey control.
 LH0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0683.See file dsdata.txt to determine how the superseded data were derived.
 LH0683
 LH0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK777786(NAD 83)
 LH0683_MARKER: DB = BENCH MARK DISK
 LH0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0683_STAMPING: Q 164 RESET 1974
 LH0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0683+STABILITY: SURFACE MOTION
 LH0683
 LH0683  HISTORY     - Date     Condition        Report By
 LH0683  HISTORY     - 1974     MONUMENTED       NEDR
 LH0683
 LH0683                          STATION DESCRIPTION
 LH0683
 LH0683'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1974
 LH0683'6 MI E FROM HOLDREGE.
 LH0683'ABOUT 6.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0683'RAILROAD FROM THE POST OFFICE AT HOLDREGE, 71 FEET SOUTH OF
 LH0683'THE CENTERLINE OF U.S. HIGHWAY 6, 19 FEET NORTH OF THE CENTERLINE
 LH0683'OF THE TRACK, 5 FEET EAST OF A CAST IRON RAILROAD CULVERT, SET
 LH0683'IN THE TOP OF A CONCRETE POST ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0021 ***********************************************************************
 LJ0021  DESIGNATION -  Q 165
 LJ0021  PID         -  LJ0021
 LJ0021  STATE/COUNTY-  NE/LINCOLN
 LJ0021  USGS QUAD   -  STOCKVILLE NE (1956)
 LJ0021
 LJ0021                         *CURRENT SURVEY CONTROL
 LJ0021  ___________________________________________________________________
 LJ0021* NAD 83(1986)-  40 42 23.     (N)    100 15 40.     (W)     SCALED    
 LJ0021* NAVD 88     -       844.403  (meters)    2770.35   (feet)  ADJUSTED  
 LJ0021  ___________________________________________________________________
 LJ0021  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 LJ0021  DYNAMIC HT  -         843.876 (meters)    2768.62  (feet)  COMP
 LJ0021  MODELED GRAV-     979,972.0   (mgal)                       NAVD 88
 LJ0021
 LJ0021  VERT ORDER  -  SECOND    CLASS 0
 LJ0021
 LJ0021.The horizontal coordinates were scaled from a topographic map and have
 LJ0021.an estimated accuracy of +/- 6 seconds.
 LJ0021
 LJ0021.The orthometric height was determined by differential leveling
 LJ0021.and adjusted by the National Geodetic Survey in June 1991..
 LJ0021
 LJ0021.The geoid height was determined by GEOID03.
 LJ0021
 LJ0021.The dynamic height is computed by dividing the NAVD 88
 LJ0021.geopotential number by the normal gravity value computed on the
 LJ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0021.degrees latitude (g = 980.6199 gals.).
 LJ0021
 LJ0021.The modeled gravity was interpolated from observed gravity values.
 LJ0021
 LJ0021;                    North         East    Units  Estimated Accuracy
 LJ0021;SPC NE       -    96,970.      477,940.      MT  (+/- 180 meters Scaled)
 LJ0021
 LJ0021                          SUPERSEDED SURVEY CONTROL
 LJ0021
 LJ0021  NGVD 29 (??/??/92)  844.066  (m)         2769.24   (f) ADJ UNCH    2 0
 LJ0021
 LJ0021.Superseded values are not recommended for survey control.
 LJ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0021.See file dsdata.txt to determine how the superseded data were derived.
 LJ0021
 LJ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL934069(NAD 83)
 LJ0021_MARKER: DB = BENCH MARK DISK
 LJ0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0021_STAMPING: Q 165 1934
 LJ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0021+STABILITY: SURFACE MOTION
 LJ0021
 LJ0021  HISTORY     - Date     Condition        Report By
 LJ0021  HISTORY     - 1934     MONUMENTED       CGS
 LJ0021  HISTORY     - 1954     GOOD             USGS
 LJ0021
 LJ0021                          STATION DESCRIPTION
 LJ0021
 LJ0021'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0021'2.6 MI W FROM FARNAM.
 LJ0021'IN LINCOLN COUNTY, 2.6 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LJ0021'AND QUINCY RAILROAD FROM THE STATION AT FARNAM, DAWSON COUNTY,
 LJ0021'AT A ROAD CROSSING, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LJ0021'AND 110 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 LJ0021'DISK, STAMPED Q 165 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0743 ***********************************************************************
 LH0743  DESIGNATION -  Q 166
 LH0743  PID         -  LH0743
 LH0743  STATE/COUNTY-  NE/FURNAS
 LH0743  USGS QUAD   -  OXFORD (1958)
 LH0743
 LH0743                         *CURRENT SURVEY CONTROL
 LH0743  ___________________________________________________________________
 LH0743* NAD 83(1986)-  40 15 05.     (N)    099 38 40.     (W)     SCALED    
 LH0743* NAVD 88     -       631.259  (meters)    2071.06   (feet)  ADJUSTED  
 LH0743  ___________________________________________________________________
 LH0743  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 LH0743  DYNAMIC HT  -         630.873 (meters)    2069.79  (feet)  COMP
 LH0743  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 LH0743
 LH0743  VERT ORDER  -  SECOND    CLASS 0
 LH0743
 LH0743.The horizontal coordinates were scaled from a topographic map and have
 LH0743.an estimated accuracy of +/- 6 seconds.
 LH0743
 LH0743.The orthometric height was determined by differential leveling
 LH0743.and adjusted by the National Geodetic Survey in June 1991..
 LH0743
 LH0743.The geoid height was determined by GEOID03.
 LH0743
 LH0743.The dynamic height is computed by dividing the NAVD 88
 LH0743.geopotential number by the normal gravity value computed on the
 LH0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0743.degrees latitude (g = 980.6199 gals.).
 LH0743
 LH0743.The modeled gravity was interpolated from observed gravity values.
 LH0743
 LH0743;                    North         East    Units  Estimated Accuracy
 LH0743;SPC NE       -    46,480.      530,250.      MT  (+/- 180 meters Scaled)
 LH0743
 LH0743                          SUPERSEDED SURVEY CONTROL
 LH0743
 LH0743  NGVD 29 (??/??/92)  630.998  (m)         2070.20   (f) ADJ UNCH    2 0
 LH0743
 LH0743.Superseded values are not recommended for survey control.
 LH0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0743.See file dsdata.txt to determine how the superseded data were derived.
 LH0743
 LH0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK451558(NAD 83)
 LH0743_MARKER: DB = BENCH MARK DISK
 LH0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0743_SP_SET: CULVERT
 LH0743_STAMPING: Q 166 1934
 LH0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0743
 LH0743  HISTORY     - Date     Condition        Report By
 LH0743  HISTORY     - 1934     MONUMENTED       CGS
 LH0743  HISTORY     - 1946     GOOD             USGS
 LH0743
 LH0743                          STATION DESCRIPTION
 LH0743
 LH0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0743'AT OXFORD.
 LH0743'AT OXFORD, FURNAS COUNTY, AT THE WEST SIDE OF TOWN, ON THE
 LH0743'CHICAGO, BURLINGTON AND QUINCY RAILROAD, BETWEEN THE TRACK AND
 LH0743'STATE HIGHWAY 3, 100 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 LH0743'NEAR A HIGHWAY SIGN OXFORD, AT A CONCRETE CULVERT UNDER THE
 LH0743'HIGHWAY, AND IN THE TOP OF THE NORTH HEAD WALL.  A STANDARD
 LH0743'DISK, STAMPED Q 166 1934.
 LH0743
 LH0743                          STATION RECOVERY (1946)
 LH0743
 LH0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 LH0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0270 ***********************************************************************
 LH0270  DESIGNATION -  Q 167
 LH0270  PID         -  LH0270
 LH0270  STATE/COUNTY-  NE/WEBSTER
 LH0270  USGS QUAD   -  BLUE HILL (1969)
 LH0270
 LH0270                         *CURRENT SURVEY CONTROL
 LH0270  ___________________________________________________________________
 LH0270* NAD 83(1986)-  40 19 58.     (N)    098 27 01.     (W)     SCALED    
 LH0270* NAVD 88     -       601.189  (meters)    1972.40   (feet)  ADJUSTED  
 LH0270  ___________________________________________________________________
 LH0270  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 LH0270  DYNAMIC HT  -         600.833 (meters)    1971.23  (feet)  COMP
 LH0270  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 LH0270
 LH0270  VERT ORDER  -  FIRST     CLASS II
 LH0270
 LH0270.The horizontal coordinates were scaled from a topographic map and have
 LH0270.an estimated accuracy of +/- 6 seconds.
 LH0270
 LH0270.The orthometric height was determined by differential leveling
 LH0270.and adjusted by the National Geodetic Survey in June 1991..
 LH0270.WARNING-Repeat measurements at this control monument indicate possible
 LH0270.vertical movement.
 LH0270
 LH0270.The geoid height was determined by GEOID03.
 LH0270
 LH0270.The dynamic height is computed by dividing the NAVD 88
 LH0270.geopotential number by the normal gravity value computed on the
 LH0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0270.degrees latitude (g = 980.6199 gals.).
 LH0270
 LH0270.The modeled gravity was interpolated from observed gravity values.
 LH0270
 LH0270;                    North         East    Units  Estimated Accuracy
 LH0270;SPC NE       -    56,640.      631,670.      MT  (+/- 180 meters Scaled)
 LH0270
 LH0270                          SUPERSEDED SURVEY CONTROL
 LH0270
 LH0270  NGVD 29 (??/??/92)  600.961  (m)         1971.65   (f) ADJ UNCH    1 2
 LH0270
 LH0270.Superseded values are not recommended for survey control.
 LH0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0270.See file dsdata.txt to determine how the superseded data were derived.
 LH0270
 LH0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK466648(NAD 83)
 LH0270_MARKER: DB = BENCH MARK DISK
 LH0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0270_SP_SET: CONCRETE BASE
 LH0270_STAMPING: Q 167 1934
 LH0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0270
 LH0270  HISTORY     - Date     Condition        Report By
 LH0270  HISTORY     - 1934     MONUMENTED       CGS
 LH0270  HISTORY     - 1947     GOOD             NGS
 LH0270  HISTORY     - 1981     POOR             NGS
 LH0270
 LH0270                          STATION DESCRIPTION
 LH0270
 LH0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0270'AT BLUE HILL.
 LH0270'AT BLUE HILL, 148.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LH0270'CHICAGO, BURLINGTON AND QUINCY RAILWAY STATION AT BLUE HILL,
 LH0270'AT THE CITY WATER TANK, IN THE TOP OF THE WEST SIDE OF THE
 LH0270'CONCRETE BASE, IN THE MIDDLE PIER, SET IN A DRILL HOLE IN CONCRETE.
 LH0270
 LH0270                          STATION RECOVERY (1981)
 LH0270
 LH0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH0270'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0334 ***********************************************************************
 LH0334  DESIGNATION -  Q 168
 LH0334  PID         -  LH0334
 LH0334  STATE/COUNTY-  NE/ADAMS
 LH0334  USGS QUAD   -  HOLSTEIN (1969)
 LH0334
 LH0334                         *CURRENT SURVEY CONTROL
 LH0334  ___________________________________________________________________
 LH0334* NAD 83(1986)-  40 27 56.     (N)    098 40 02.     (W)     SCALED    
 LH0334* NAVD 88     -       611.615  (meters)    2006.61   (feet)  ADJUSTED  
 LH0334  ___________________________________________________________________
 LH0334  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 LH0334  DYNAMIC HT  -         611.259 (meters)    2005.44  (feet)  COMP
 LH0334  MODELED GRAV-     980,023.2   (mgal)                       NAVD 88
 LH0334
 LH0334  VERT ORDER  -  SECOND    CLASS 0
 LH0334
 LH0334.The horizontal coordinates were scaled from a topographic map and have
 LH0334.an estimated accuracy of +/- 6 seconds.
 LH0334
 LH0334.The orthometric height was determined by differential leveling
 LH0334.and adjusted by the National Geodetic Survey in June 1991..
 LH0334
 LH0334.The geoid height was determined by GEOID03.
 LH0334
 LH0334.The dynamic height is computed by dividing the NAVD 88
 LH0334.geopotential number by the normal gravity value computed on the
 LH0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0334.degrees latitude (g = 980.6199 gals.).
 LH0334
 LH0334.The modeled gravity was interpolated from observed gravity values.
 LH0334
 LH0334;                    North         East    Units  Estimated Accuracy
 LH0334;SPC NE       -    71,070.      613,010.      MT  (+/- 180 meters Scaled)
 LH0334
 LH0334                          SUPERSEDED SURVEY CONTROL
 LH0334
 LH0334  NGVD 29 (??/??/92)  611.371  (m)         2005.81   (f) ADJ UNCH    2 0
 LH0334
 LH0334.Superseded values are not recommended for survey control.
 LH0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0334.See file dsdata.txt to determine how the superseded data were derived.
 LH0334
 LH0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK282794(NAD 83)
 LH0334_MARKER: DB = BENCH MARK DISK
 LH0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0334_STAMPING: Q 168 1934
 LH0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0334+STABILITY: SURFACE MOTION
 LH0334
 LH0334  HISTORY     - Date     Condition        Report By
 LH0334  HISTORY     - 1934     MONUMENTED       CGS
 LH0334  HISTORY     - 1941     GOOD             NGS
 LH0334
 LH0334                          STATION DESCRIPTION
 LH0334
 LH0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LH0334'0.8 MI W FROM HOLSTEIN.
 LH0334'0.8 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0334'FROM THE WATER TOWER AT HOLSTEIN, ADAMS COUNTY, AT A ROAD
 LH0334'CROSSING, 45 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 45
 LH0334'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 LH0334'STAMPED Q 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0373 ***********************************************************************
 LH0373  DESIGNATION -  Q 169
 LH0373  PID         -  LH0373
 LH0373  STATE/COUNTY-  NE/WEBSTER
 LH0373  USGS QUAD   -  INAVALE (1974)
 LH0373
 LH0373                         *CURRENT SURVEY CONTROL
 LH0373  ___________________________________________________________________
 LH0373* NAD 83(1986)-  40 05 10.     (N)    098 40 14.     (W)     SCALED    
 LH0373* NAVD 88     -       528.347  (meters)    1733.42   (feet)  ADJUSTED  
 LH0373  ___________________________________________________________________
 LH0373  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 LH0373  DYNAMIC HT  -         528.021 (meters)    1732.35  (feet)  COMP
 LH0373  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 LH0373
 LH0373  VERT ORDER  -  SECOND    CLASS 0
 LH0373
 LH0373.The horizontal coordinates were scaled from a topographic map and have
 LH0373.an estimated accuracy of +/- 6 seconds.
 LH0373
 LH0373.The orthometric height was determined by differential leveling
 LH0373.and adjusted by the National Geodetic Survey in June 1991..
 LH0373
 LH0373.The geoid height was determined by GEOID03.
 LH0373
 LH0373.The dynamic height is computed by dividing the NAVD 88
 LH0373.geopotential number by the normal gravity value computed on the
 LH0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0373.degrees latitude (g = 980.6199 gals.).
 LH0373
 LH0373.The modeled gravity was interpolated from observed gravity values.
 LH0373
 LH0373;                    North         East    Units  Estimated Accuracy
 LH0373;SPC NE       -    28,940.      613,380.      MT  (+/- 180 meters Scaled)
 LH0373
 LH0373                          SUPERSEDED SURVEY CONTROL
 LH0373
 LH0373  NGVD 29 (??/??/92)  528.123  (m)         1732.68   (f) ADJ UNCH    2 0
 LH0373
 LH0373.Superseded values are not recommended for survey control.
 LH0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0373.See file dsdata.txt to determine how the superseded data were derived.
 LH0373
 LH0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK280373(NAD 83)
 LH0373_MARKER: DB = BENCH MARK DISK
 LH0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0373_SP_SET: BRIDGE
 LH0373_STAMPING: Q 169 1934
 LH0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0373
 LH0373  HISTORY     - Date     Condition        Report By
 LH0373  HISTORY     - 1934     MONUMENTED       CGS
 LH0373  HISTORY     - 1941     GOOD             NGS
 LH0373
 LH0373                          STATION DESCRIPTION
 LH0373
 LH0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0373'4.7 MI E FROM RIVERTON.
 LH0373'IN WEBSTER COUNTY, 4.7 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LH0373'AND QUINCY RAILROAD FROM THE STATION AT RIVERTON, FRANKLIN
 LH0373'COUNTY, AT THE SOUTHWEST CORNER OF BRIDGE NO. 203.46, AND IN
 LH0373'THE TOP OF THE BRIDGE PIER.  A STANDARD DISK, STAMPED Q 169
 LH0373'1934.
 LH0373
 LH0373                          STATION RECOVERY (1941)
 LH0373
 LH0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LH0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0570 ***********************************************************************
 ML0570  DESIGNATION -  Q 17
 ML0570  PID         -  ML0570
 ML0570  STATE/COUNTY-  NE/LOUP
 ML0570  USGS QUAD   -  TAYLOR (1978)
 ML0570
 ML0570                         *CURRENT SURVEY CONTROL
 ML0570  ___________________________________________________________________
 ML0570* NAD 83(1986)-  41 49 29.     (N)    099 22 36.     (W)     SCALED    
 ML0570* NAVD 88     -       728.572  (meters)    2390.32   (feet)  ADJUSTED  
 ML0570  ___________________________________________________________________
 ML0570  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 ML0570  DYNAMIC HT  -         728.227 (meters)    2389.19  (feet)  COMP
 ML0570  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 ML0570
 ML0570  VERT ORDER  -  FIRST     CLASS II
 ML0570
 ML0570.The horizontal coordinates were scaled from a topographic map and have
 ML0570.an estimated accuracy of +/- 6 seconds.
 ML0570
 ML0570.The orthometric height was determined by differential leveling
 ML0570.and adjusted by the National Geodetic Survey in June 1991..
 ML0570
 ML0570.The geoid height was determined by GEOID03.
 ML0570
 ML0570.The dynamic height is computed by dividing the NAVD 88
 ML0570.geopotential number by the normal gravity value computed on the
 ML0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0570.degrees latitude (g = 980.6199 gals.).
 ML0570
 ML0570.The modeled gravity was interpolated from observed gravity values.
 ML0570
 ML0570;                    North         East    Units  Estimated Accuracy
 ML0570;SPC NE       -   221,280.      551,770.      MT  (+/- 180 meters Scaled)
 ML0570
 ML0570                          SUPERSEDED SURVEY CONTROL
 ML0570
 ML0570  NGVD 29 (??/??/92)  728.320  (m)         2389.50   (f) ADJ UNCH    1 2
 ML0570
 ML0570.Superseded values are not recommended for survey control.
 ML0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0570.See file dsdata.txt to determine how the superseded data were derived.
 ML0570
 ML0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM687303(NAD 83)
 ML0570_MARKER: DB = BENCH MARK DISK
 ML0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0570+STABILITY: SURFACE MOTION
 ML0570
 ML0570  HISTORY     - Date     Condition        Report By
 ML0570  HISTORY     - UNK      MONUMENTED       CGS
 ML0570  HISTORY     - 1933     GOOD             NGS
 ML0570  HISTORY     - 1934     GOOD             NGS
 ML0570
 ML0570                          STATION DESCRIPTION
 ML0570
 ML0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0570'4 MI N FROM TAYLOR.
 ML0570'4 MILES NORTH.  MARK IS 200 FT. SOUTH OF LANE LEADING TO FARM OF
 ML0570'C. MCCLINTIC AND 0.5 MILE SOUTH OF LANE LEADING TO FARM OF F.A.
 ML0570'LYON.  IT IS 38 FT. WEST OF CENTER OF HWY. 83 AND IS 2 FT. EAST
 ML0570'OF A FENCE.
 ML0570
 ML0570                          STATION RECOVERY (1934)
 ML0570
 ML0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ML0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0592 ***********************************************************************
 LG0592  DESIGNATION -  Q 170
 LG0592  PID         -  LG0592
 LG0592  STATE/COUNTY-  NE/NUCKOLLS
 LG0592  USGS QUAD   -  EDGAR (1960)
 LG0592
 LG0592                         *CURRENT SURVEY CONTROL
 LG0592  ___________________________________________________________________
 LG0592* NAD 83(1986)-  40 20 28.     (N)    097 53 38.     (W)     SCALED    
 LG0592* NAVD 88     -       513.035  (meters)    1683.18   (feet)  ADJUSTED  
 LG0592  ___________________________________________________________________
 LG0592  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 LG0592  DYNAMIC HT  -         512.739 (meters)    1682.21  (feet)  COMP
 LG0592  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 LG0592
 LG0592  VERT ORDER  -  SECOND    CLASS 0
 LG0592
 LG0592.The horizontal coordinates were scaled from a topographic map and have
 LG0592.an estimated accuracy of +/- 6 seconds.
 LG0592
 LG0592.The orthometric height was determined by differential leveling
 LG0592.and adjusted by the National Geodetic Survey in June 1991..
 LG0592
 LG0592.The geoid height was determined by GEOID03.
 LG0592
 LG0592.The dynamic height is computed by dividing the NAVD 88
 LG0592.geopotential number by the normal gravity value computed on the
 LG0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0592.degrees latitude (g = 980.6199 gals.).
 LG0592
 LG0592.The modeled gravity was interpolated from observed gravity values.
 LG0592
 LG0592;                    North         East    Units  Estimated Accuracy
 LG0592;SPC NE       -    58,560.      678,910.      MT  (+/- 180 meters Scaled)
 LG0592
 LG0592                          SUPERSEDED SURVEY CONTROL
 LG0592
 LG0592  NGVD 29 (??/??/92)  512.844  (m)         1682.56   (f) ADJ UNCH    2 0
 LG0592
 LG0592.Superseded values are not recommended for survey control.
 LG0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0592.See file dsdata.txt to determine how the superseded data were derived.
 LG0592
 LG0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK939662(NAD 83)
 LG0592_MARKER: DB = BENCH MARK DISK
 LG0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0592_STAMPING: Q 170 1934
 LG0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0592+STABILITY: SURFACE MOTION
 LG0592
 LG0592  HISTORY     - Date     Condition        Report By
 LG0592  HISTORY     - 1934     MONUMENTED       CGS
 LG0592
 LG0592                          STATION DESCRIPTION
 LG0592
 LG0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0592'4.5 MI E FROM EDGAR.
 LG0592'IN NUCKOLLS COUNTY, 4.5 MILES EAST ALONG THE UNION PACIFIC
 LG0592'RAILROAD FROM THE STATION AT EDGAR, CLAY COUNTY, NEAR THE SEDAN
 LG0592'STATION, 5 POLES WEST OF MILEPOST 196, AND 42 FEET NORTH OF THE
 LG0592'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Q 170 1934
 LG0592'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0574 ***********************************************************************
 LG0574  DESIGNATION -  Q 171
 LG0574  PID         -  LG0574
 LG0574  STATE/COUNTY-  NE/JEFFERSON
 LG0574  USGS QUAD   -  ENDICOTT (1970)
 LG0574
 LG0574                         *CURRENT SURVEY CONTROL
 LG0574  ___________________________________________________________________
 LG0574* NAD 83(1986)-  40 05 02.     (N)    097 06 44.     (W)     SCALED    
 LG0574* NAVD 88     -       393.163  (meters)    1289.90   (feet)  ADJUSTED  
 LG0574  ___________________________________________________________________
 LG0574  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 LG0574  DYNAMIC HT  -         392.937 (meters)    1289.16  (feet)  COMP
 LG0574  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 LG0574
 LG0574  VERT ORDER  -  SECOND    CLASS 0
 LG0574
 LG0574.The horizontal coordinates were scaled from a topographic map and have
 LG0574.an estimated accuracy of +/- 6 seconds.
 LG0574
 LG0574.The orthometric height was determined by differential leveling
 LG0574.and adjusted by the National Geodetic Survey in June 1991..
 LG0574
 LG0574.The geoid height was determined by GEOID03.
 LG0574
 LG0574.The dynamic height is computed by dividing the NAVD 88
 LG0574.geopotential number by the normal gravity value computed on the
 LG0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0574.degrees latitude (g = 980.6199 gals.).
 LG0574
 LG0574.The modeled gravity was interpolated from observed gravity values.
 LG0574
 LG0574;                    North         East    Units  Estimated Accuracy
 LG0574;SPC NE       -    31,930.      746,240.      MT  (+/- 180 meters Scaled)
 LG0574
 LG0574                          SUPERSEDED SURVEY CONTROL
 LG0574
 LG0574  NGVD 29 (??/??/92)  393.018  (m)         1289.43   (f) ADJ UNCH    2 0
 LG0574
 LG0574.Superseded values are not recommended for survey control.
 LG0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0574.See file dsdata.txt to determine how the superseded data were derived.
 LG0574
 LG0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK609387(NAD 83)
 LG0574_MARKER: DB = BENCH MARK DISK
 LG0574_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0574_SP_SET: TANK FOOTING
 LG0574_STAMPING: Q 171 1934
 LG0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0574
 LG0574  HISTORY     - Date     Condition        Report By
 LG0574  HISTORY     - 1934     MONUMENTED       CGS
 LG0574  HISTORY     - 1941     GOOD             NGS
 LG0574  HISTORY     - 1974     GOOD             NGS
 LG0574  HISTORY     - 1981     GOOD             LOCENG
 LG0574
 LG0574                          STATION DESCRIPTION
 LG0574
 LG0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LG0574'AT ENDICOTT.
 LG0574'AT ENDICOTT, JEFFERSON COUNTY, ON THE UNION PACIFIC RAILROAD,
 LG0574'7 POLES EAST OF MILEPOST 148, AT A WATER TANK, AND IN THE
 LG0574'TOP OF THE WEST ONE OF TWO SOUTH CONCRETE FOOTINGS.  A STANDARD
 LG0574'DISK, STAMPED Q 171 1934.
 LG0574
 LG0574                          STATION RECOVERY (1974)
 LG0574
 LG0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LG0574'RECOVERED IN GOOD CONDITION.
 LG0574
 LG0574                          STATION RECOVERY (1981)
 LG0574
 LG0574'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0546 ***********************************************************************
 LG0546  DESIGNATION -  Q 172
 LG0546  PID         -  LG0546
 LG0546  STATE/COUNTY-  NE/JEFFERSON
 LG0546  USGS QUAD   -  REYNOLDS (1980)
 LG0546
 LG0546                         *CURRENT SURVEY CONTROL
 LG0546  ___________________________________________________________________
 LG0546* NAD 83(1986)-  40 03 30.     (N)    097 20 12.     (W)     SCALED    
 LG0546* NAVD 88     -       423.640  (meters)    1389.89   (feet)  ADJUSTED  
 LG0546  ___________________________________________________________________
 LG0546  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 LG0546  DYNAMIC HT  -         423.393 (meters)    1389.08  (feet)  COMP
 LG0546  MODELED GRAV-     980,030.5   (mgal)                       NAVD 88
 LG0546
 LG0546  VERT ORDER  -  SECOND    CLASS I
 LG0546
 LG0546.The horizontal coordinates were scaled from a topographic map and have
 LG0546.an estimated accuracy of +/- 6 seconds.
 LG0546
 LG0546.The orthometric height was determined by differential leveling
 LG0546.and adjusted by the National Geodetic Survey in July 2002..
 LG0546.No vertical observational check was made to the station.
 LG0546
 LG0546.The geoid height was determined by GEOID03.
 LG0546
 LG0546.The dynamic height is computed by dividing the NAVD 88
 LG0546.geopotential number by the normal gravity value computed on the
 LG0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0546.degrees latitude (g = 980.6199 gals.).
 LG0546
 LG0546.The modeled gravity was interpolated from observed gravity values.
 LG0546
 LG0546;                    North         East    Units  Estimated Accuracy
 LG0546;SPC NE       -    28,480.      727,200.      MT  (+/- 180 meters Scaled)
 LG0546
 LG0546                          SUPERSEDED SURVEY CONTROL
 LG0546
 LG0546  NAVD 88 (06/15/91)  423.724  (m)         1390.17   (f) UNKNOWN     2 0
 LG0546  NGVD 29 (??/??/92)  423.568  (m)         1389.66   (f) ADJ UNCH    2 0
 LG0546
 LG0546.Superseded values are not recommended for survey control.
 LG0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0546.See file dsdata.txt to determine how the superseded data were derived.
 LG0546
 LG0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK418355(NAD 83)
 LG0546_MARKER: DB = BENCH MARK DISK
 LG0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0546_STAMPING: Q 172 1934
 LG0546_MARK LOGO: CGS   
 LG0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0546+STABILITY: SURFACE MOTION
 LG0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0546+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1999
 LG0546
 LG0546  HISTORY     - Date     Condition        Report By
 LG0546  HISTORY     - 1934     MONUMENTED       CGS
 LG0546  HISTORY     - 1972     GOOD             LOCENG
 LG0546  HISTORY     - 19991026 GOOD             NGS
 LG0546
 LG0546                          STATION DESCRIPTION
 LG0546
 LG0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0546'AT REYNOLDS.
 LG0546'AT REYNOLDS, JEFFERSON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0546'QUINCY RAILROAD, 100 FEET WEST OF THE WEST END OF THE STATION,
 LG0546'200 FEET EAST OF AN ELEVATOR, AND 75 FEET NORTH OF THE CENTERLINE
 LG0546'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED Q 172 1934 AND
 LG0546'SET IN THE TOP OF A CONCRETE POST.
 LG0546
 LG0546                          STATION RECOVERY (1972)
 LG0546
 LG0546'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 LG0546'RECOVERED IN GOOD CONDITION.
 LG0546
 LG0546                          STATION RECOVERY (1999)
 LG0546
 LG0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LG0546'IN REYNOLDS, AT THE INTERSECTION OF ASH AND REYNOLDS STREET, 22.4 M
 LG0546'(73.5 FT) EAST OF THE EXTENDED CENTER OF ASH STREET, 20.3 M (66.6 FT)
 LG0546'SOUTH OF THE CENTER OF RAILWAY STREET, 6.4 M (21.0 FT) NORTH OF THE
 LG0546'NEAR RAIL OF A SPUR TRACK, 2.8 M (9.2 FT) WEST OF THE WEST FACE OF THE
 LG0546'MOST WESTERLY OF 4 STEEL GRANARIES, 0.8 M (2.6 FT) SOUTHWEST OF A GUY
 LG0546'CABLE ANCHOR, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREETS, AND THE
 LG0546'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON
 LG0546'PROPERTY OWNED BY FARMERS COOP ELEVATOR, BOX 67, REYNOLDS, NE 68429,
 LG0546'TELEPHONE NUMBER (402) 324-3168.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0747 ***********************************************************************
 LG0747  DESIGNATION -  Q 172 RESET
 LG0747  PID         -  LG0747
 LG0747  STATE/COUNTY-  NE/JEFFERSON
 LG0747  USGS QUAD   -  REYNOLDS (1980)
 LG0747
 LG0747                         *CURRENT SURVEY CONTROL
 LG0747  ___________________________________________________________________
 LG0747* NAD 83(1986)-  40 03 30.     (N)    097 20 11.     (W)     SCALED    
 LG0747* NAVD 88     -       423.62   (+/-2cm)    1389.8    (feet)  VERTCON   
 LG0747  ___________________________________________________________________
 LG0747  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 LG0747
 LG0747  VERT ORDER  -  THIRD (See Below)
 LG0747
 LG0747.The horizontal coordinates were scaled from a topographic map and have
 LG0747.an estimated accuracy of +/- 6 seconds.
 LG0747
 LG0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0747.The vertical order pertains to the NGVD 29 superseded value.
 LG0747
 LG0747.The geoid height was determined by GEOID03.
 LG0747
 LG0747;                    North         East    Units  Estimated Accuracy
 LG0747;SPC NE       -    28,480.      727,220.      MT  (+/- 180 meters Scaled)
 LG0747
 LG0747                          SUPERSEDED SURVEY CONTROL
 LG0747
 LG0747  NGVD 29 (08/02/06)  423.46   (m)         1389.3    (f) RESET       3  
 LG0747
 LG0747.Superseded values are not recommended for survey control.
 LG0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0747.See file dsdata.txt to determine how the superseded data were derived.
 LG0747
 LG0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK418355(NAD 83)
 LG0747_MARKER: DB = BENCH MARK DISK
 LG0747_SETTING: 0 = UNSPECIFIED SETTING
 LG0747_STAMPING: Q 172 RESET 1977
 LG0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0747
 LG0747  HISTORY     - Date     Condition        Report By
 LG0747  HISTORY     - 1977     MONUMENTED       NGS
 LG0747
 LG0747                          STATION DESCRIPTION
 LG0747
 LG0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 LG0747'IN REYNOLDS.
 LG0747'IN REYNOLDS, ON SOUTH SIDE OF NORTH RAILWAY STREET, 94 FEET NORTH OF
 LG0747'THE NORTH RAIL OF THE MAIN RAILROAD TRACK, 66.5 EAST OF THE NORTHEAST
 LG0747'CORNER OF THE FARMERS UNION CO-OP ELEVATOR, 1.5 FEET WEST-SOUTHWEST
 LG0747'OF THE SOUTHWEST POWER POLE OF TWO POLES SUPPORTING TRANSFORMERS
 LG0747'A CAST ALUMINUM BENCH MARK SET FLUSH WITH GROUND SURFACE, AND
 LG0747'25.0 FEET NORTHWEST OF BENCH MARK Q 172.
 LG0747'THE MARK IS 1 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0360 ***********************************************************************
 LG0360  DESIGNATION -  Q 173
 LG0360  PID         -  LG0360
 LG0360  STATE/COUNTY-  NE/LANCASTER
 LG0360  USGS QUAD   -  ROCA (1972)
 LG0360
 LG0360                         *CURRENT SURVEY CONTROL
 LG0360  ___________________________________________________________________
 LG0360* NAD 83(1986)-  40 39 28.     (N)    096 39 53.     (W)     SCALED    
 LG0360* NAVD 88     -       370.387  (meters)    1215.18   (feet)  ADJUSTED  
 LG0360  ___________________________________________________________________
 LG0360  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LG0360  DYNAMIC HT  -         370.225 (meters)    1214.65  (feet)  COMP
 LG0360  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 LG0360
 LG0360  VERT ORDER  -  SECOND    CLASS 0
 LG0360
 LG0360.The horizontal coordinates were scaled from a topographic map and have
 LG0360.an estimated accuracy of +/- 6 seconds.
 LG0360
 LG0360.The orthometric height was determined by differential leveling
 LG0360.and adjusted by the National Geodetic Survey in June 1991..
 LG0360
 LG0360.The geoid height was determined by GEOID03.
 LG0360
 LG0360.The dynamic height is computed by dividing the NAVD 88
 LG0360.geopotential number by the normal gravity value computed on the
 LG0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0360.degrees latitude (g = 980.6199 gals.).
 LG0360
 LG0360.The modeled gravity was interpolated from observed gravity values.
 LG0360
 LG0360;                    North         East    Units  Estimated Accuracy
 LG0360;SPC NE       -    96,980.      781,930.      MT  (+/- 180 meters Scaled)
 LG0360
 LG0360                          SUPERSEDED SURVEY CONTROL
 LG0360
 LG0360  NGVD 29 (??/??/92)  370.294  (m)         1214.87   (f) ADJ UNCH    2 0
 LG0360
 LG0360.Superseded values are not recommended for survey control.
 LG0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0360.See file dsdata.txt to determine how the superseded data were derived.
 LG0360
 LG0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL974033(NAD 83)
 LG0360_MARKER: DB = BENCH MARK DISK
 LG0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0360_SP_SET: BRIDGE PIER
 LG0360_STAMPING: Q-173 1934
 LG0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0360
 LG0360  HISTORY     - Date     Condition        Report By
 LG0360  HISTORY     - 1934     MONUMENTED       CGS
 LG0360
 LG0360                          STATION DESCRIPTION
 LG0360
 LG0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0360'AT HANLON.
 LG0360'AT HANLON, LANCASTER COUNTY, 1/4 MILE EAST OF THE UNION PACIFIC
 LG0360'RAILROAD STATION, 200 FEET WEST OF THE CHICAGO, BURLINGTON AND
 LG0360'QUINCY RAILROAD TRACK, AT THE NORTHWEST CORNER OF A HIGHWAY
 LG0360'BRIDGE, AND IN THE TOP OF THE CONCRETE PIER.  A STANDARD DISK,
 LG0360'STAMPED Q 173 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0246 ***********************************************************************
 LG0246  DESIGNATION -  Q 174
 LG0246  PID         -  LG0246
 LG0246  STATE/COUNTY-  NE/GAGE
 LG0246  USGS QUAD   -  PICKRELL (1964)
 LG0246
 LG0246                         *CURRENT SURVEY CONTROL
 LG0246  ___________________________________________________________________
 LG0246* NAD 83(1986)-  40 23 33.     (N)    096 43 43.     (W)     SCALED    
 LG0246* NAVD 88     -       404.921  (meters)    1328.48   (feet)  ADJUSTED  
 LG0246  ___________________________________________________________________
 LG0246  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 LG0246  DYNAMIC HT  -         404.708 (meters)    1327.78  (feet)  COMP
 LG0246  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 LG0246
 LG0246  VERT ORDER  -  SECOND    CLASS 0
 LG0246
 LG0246.The horizontal coordinates were scaled from a topographic map and have
 LG0246.an estimated accuracy of +/- 6 seconds.
 LG0246
 LG0246.The orthometric height was determined by differential leveling
 LG0246.and adjusted by the National Geodetic Survey in June 1991..
 LG0246
 LG0246.The geoid height was determined by GEOID03.
 LG0246
 LG0246.The dynamic height is computed by dividing the NAVD 88
 LG0246.geopotential number by the normal gravity value computed on the
 LG0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0246.degrees latitude (g = 980.6199 gals.).
 LG0246
 LG0246.The modeled gravity was interpolated from observed gravity values.
 LG0246
 LG0246;                    North         East    Units  Estimated Accuracy
 LG0246;SPC NE       -    67,340.      777,640.      MT  (+/- 180 meters Scaled)
 LG0246
 LG0246                          SUPERSEDED SURVEY CONTROL
 LG0246
 LG0246  NGVD 29 (??/??/92)  404.803  (m)         1328.09   (f) ADJ UNCH    2 0
 LG0246
 LG0246.Superseded values are not recommended for survey control.
 LG0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0246.See file dsdata.txt to determine how the superseded data were derived.
 LG0246
 LG0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK927737(NAD 83)
 LG0246_MARKER: DB = BENCH MARK DISK
 LG0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0246_STAMPING: Q 174 1934
 LG0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0246+STABILITY: SURFACE MOTION
 LG0246
 LG0246  HISTORY     - Date     Condition        Report By
 LG0246  HISTORY     - 1934     MONUMENTED       CGS
 LG0246
 LG0246                          STATION DESCRIPTION
 LG0246
 LG0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0246'AT PICKRELL.
 LG0246'1.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0246'STATION AT PICKRELL, GAGE COUNTY, 2 RAILS SOUTH OF BRIDGE 87.87,
 LG0246'54 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ON THE
 LG0246'PROPERTY LINE.  A STANDARD DISK, STAMPED Q 174 1934 AND SET
 LG0246'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0205 ***********************************************************************
 LG0205  DESIGNATION -  Q 175
 LG0205  PID         -  LG0205
 LG0205  STATE/COUNTY-  NE/PAWNEE
 LG0205  USGS QUAD   -  DU BOIS (1965)
 LG0205
 LG0205                         *CURRENT SURVEY CONTROL
 LG0205  ___________________________________________________________________
 LG0205* NAD 83(1986)-  40 02 07.     (N)    096 02 55.     (W)     SCALED    
 LG0205* NAVD 88     -       325.233  (meters)    1067.04   (feet)  ADJUSTED  
 LG0205  ___________________________________________________________________
 LG0205  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LG0205  DYNAMIC HT  -         325.052 (meters)    1066.44  (feet)  COMP
 LG0205  MODELED GRAV-     980,062.4   (mgal)                       NAVD 88
 LG0205
 LG0205  VERT ORDER  -  SECOND    CLASS 0
 LG0205
 LG0205.The horizontal coordinates were scaled from a topographic map and have
 LG0205.an estimated accuracy of +/- 6 seconds.
 LG0205
 LG0205.The orthometric height was determined by differential leveling
 LG0205.and adjusted by the National Geodetic Survey in June 1991..
 LG0205
 LG0205.The geoid height was determined by GEOID03.
 LG0205
 LG0205.The dynamic height is computed by dividing the NAVD 88
 LG0205.geopotential number by the normal gravity value computed on the
 LG0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0205.degrees latitude (g = 980.6199 gals.).
 LG0205
 LG0205.The modeled gravity was interpolated from observed gravity values.
 LG0205
 LG0205;                    North         East    Units  Estimated Accuracy
 LG0205;SPC NE       -    30,130.      837,130.      MT  (+/- 180 meters Scaled)
 LG0205
 LG0205                          SUPERSEDED SURVEY CONTROL
 LG0205
 LG0205  NGVD 29 (??/??/92)  325.128  (m)         1066.69   (f) ADJ UNCH    2 0
 LG0205
 LG0205.Superseded values are not recommended for survey control.
 LG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0205.See file dsdata.txt to determine how the superseded data were derived.
 LG0205
 LG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK518358(NAD 83)
 LG0205_MARKER: DB = BENCH MARK DISK
 LG0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0205_SP_SET: TOWER FOOTING
 LG0205_STAMPING: Q 175 1934
 LG0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0205
 LG0205  HISTORY     - Date     Condition        Report By
 LG0205  HISTORY     - 1934     MONUMENTED       CGS
 LG0205  HISTORY     - 1966     GOOD             NGS
 LG0205
 LG0205                          STATION DESCRIPTION
 LG0205
 LG0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0205'AT DU POIS.
 LG0205'AT DU BOIS, PAWNEE COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 LG0205'PACIFIC RAILROAD, AT THE CITY WATER TOWER, IN THE NORTHEAST
 LG0205'CONCRETE FOOTING, ONE BLOCK SOUTH OF THE TRACK, AND 1/2 BLOCK WEST
 LG0205'OF THE CENTER LINE OF STATE HIGHWAY 50.  A STANDARD DISK, STAMPED
 LG0205'Q 175 1934.  NOTE-- 1966 REPORT- WATER TOWER MARKER HAS BEEN
 LG0205'PAINTED BLACK.
 LG0205
 LG0205                          STATION RECOVERY (1966)
 LG0205
 LG0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LG0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0567 ***********************************************************************
 NN0567  DESIGNATION -  Q 18
 NN0567  PID         -  NN0567
 NN0567  STATE/COUNTY-  NE/ROCK
 NN0567  USGS QUAD   -  BASSETT (1954)
 NN0567
 NN0567                         *CURRENT SURVEY CONTROL
 NN0567  ___________________________________________________________________
 NN0567* NAD 83(1986)-  42 30 51.     (N)    099 32 20.     (W)     SCALED    
 NN0567* NAVD 88     -       728.115  (meters)    2388.82   (feet)  ADJUSTED  
 NN0567  ___________________________________________________________________
 NN0567  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 NN0567  DYNAMIC HT  -         727.815 (meters)    2387.84  (feet)  COMP
 NN0567  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 NN0567
 NN0567  VERT ORDER  -  FIRST     CLASS II
 NN0567
 NN0567.The horizontal coordinates were scaled from a topographic map and have
 NN0567.an estimated accuracy of +/- 6 seconds.
 NN0567
 NN0567.The orthometric height was determined by differential leveling
 NN0567.and adjusted by the National Geodetic Survey in June 1991..
 NN0567
 NN0567.The geoid height was determined by GEOID03.
 NN0567
 NN0567.The dynamic height is computed by dividing the NAVD 88
 NN0567.geopotential number by the normal gravity value computed on the
 NN0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0567.degrees latitude (g = 980.6199 gals.).
 NN0567
 NN0567.The modeled gravity was interpolated from observed gravity values.
 NN0567
 NN0567;                    North         East    Units  Estimated Accuracy
 NN0567;SPC NE       -   297,760.      537,890.      MT  (+/- 180 meters Scaled)
 NN0567
 NN0567                          SUPERSEDED SURVEY CONTROL
 NN0567
 NN0567  NGVD 29 (??/??/92)  727.861  (m)         2387.99   (f) ADJ UNCH    1 2
 NN0567
 NN0567.Superseded values are not recommended for survey control.
 NN0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0567.See file dsdata.txt to determine how the superseded data were derived.
 NN0567
 NN0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN557070(NAD 83)
 NN0567_MARKER: DB = BENCH MARK DISK
 NN0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0567_STAMPING: 2387.991 Q 18 1933
 NN0567_MARK LOGO: CGS   
 NN0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0567+STABILITY: SURFACE MOTION
 NN0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NN0567+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1998
 NN0567
 NN0567  HISTORY     - Date     Condition        Report By
 NN0567  HISTORY     - 1933     MONUMENTED       CGS
 NN0567  HISTORY     - 1956     GOOD             NGS
 NN0567  HISTORY     - 19980722 GOOD             NEDR
 NN0567
 NN0567                          STATION DESCRIPTION
 NN0567
 NN0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NN0567'4.5 MI S FROM BASSETT.
 NN0567'4.5 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF U.S.
 NN0567'HIGHWAYS 20 AND 183 IN BASSETT, ROCK COUNTY, AT THE HALF-SECTION LINE,
 NN0567'ABOUT 1/4 MILE NORTHEAST OF A FARM, OPPOSITE THE NORTH END OF A ROW
 NN0567'OF LARGE COTTONWOOD TREES, AT THE ENTRANCE TO A FIELD, 96 FEET
 NN0567'EAST OF THE CENTER OF NEW U.S. HIGHWAY 183, AND 11 FEET FIELD
 NN0567'EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED 2387.991 Q 18
 NN0567'1933 AND SET IN A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 NN0567'GROUND.
 NN0567
 NN0567                          STATION RECOVERY (1998)
 NN0567
 NN0567'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 NN0567'RECOVERED IN GOOD CONDITION, 4.5 MI (7.2 KM) SOUTH OF BASSETT, ON THE
 NN0567'EAST RIGHT-OF-WAY OF U.S.  HIGHWAY 183 AND NEAR THE NW1/4COR, SEC3,
 NN0567'T29N, R19W.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 20 AND 183,
 NN0567'IN BASSETT, GO SOUTH ON HIGHWAY 183 FOR 4.5 MI (7.2 KM) TO THE MARK ON
 NN0567'THE LEFT, AT THE HALF SECTION LINE AND AT MILEPOST 177+86.  THE DISK
 NN0567'IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.09 M
 NN0567'(0.30 FT) ABOVE THE GROUND SURFACE AND IS 30.0 M (98.4 FT) EAST OF THE
 NN0567'CENTERLINE OF THE HIGHWAY, 15.34 M (50.33 FT) SOUTHEAST OF THE SE
 NN0567'CORNER OF A CONCRETE R-O-W MARKER, 8.40 M (27.56 FT) NORTHEAST OF A
 NN0567'NAIL IN THE TOP OF THE SOUTH GATE POST, 3.5 M (11.5 FT) EAST OF A
 NN0567'FENCELINE, 2.4 M (7.9 FT) SOUTHWEST OF THE SW CORNER OF A TELEPHONE
 NN0567'CABLE PEDESTAL BOX, 0.5 M (1.6 FT) SOUTH OF AND EAST-WEST FENCE AND
 NN0567'0.22 M (0.72 FT) WEST OF A WITNESS POST.  THE MARK IS SUITABLE FOR GPS
 NN0567'OBSERVATIONS, BUT WITH OBSTRUCTIONS BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0276 ***********************************************************************
 NN0276  DESIGNATION -  Q 19
 NN0276  PID         -  NN0276
 NN0276  STATE/COUNTY-  NE/BOYD
 NN0276  USGS QUAD   -  SPENCER SOUTH (1952)
 NN0276
 NN0276                         *CURRENT SURVEY CONTROL
 NN0276  ___________________________________________________________________
 NN0276* NAD 83(1986)-  42 49 39.     (N)    098 39 48.     (W)     SCALED    
 NN0276* NAVD 88     -       530.729  (meters)    1741.23   (feet)  ADJUSTED  
 NN0276  ___________________________________________________________________
 NN0276  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 NN0276  DYNAMIC HT  -         530.536 (meters)    1740.60  (feet)  COMP
 NN0276  MODELED GRAV-     980,240.9   (mgal)                       NAVD 88
 NN0276
 NN0276  VERT ORDER  -  FIRST     CLASS II
 NN0276
 NN0276.The horizontal coordinates were scaled from a topographic map and have
 NN0276.an estimated accuracy of +/- 6 seconds.
 NN0276
 NN0276.The orthometric height was determined by differential leveling
 NN0276.and adjusted by the National Geodetic Survey in June 1991..
 NN0276
 NN0276.The geoid height was determined by GEOID03.
 NN0276
 NN0276.The dynamic height is computed by dividing the NAVD 88
 NN0276.geopotential number by the normal gravity value computed on the
 NN0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0276.degrees latitude (g = 980.6199 gals.).
 NN0276
 NN0276.The modeled gravity was interpolated from observed gravity values.
 NN0276
 NN0276;                    North         East    Units  Estimated Accuracy
 NN0276;SPC NE       -   333,300.      609,290.      MT  (+/- 180 meters Scaled)
 NN0276
 NN0276                          SUPERSEDED SURVEY CONTROL
 NN0276
 NN0276  NGVD 29 (??/??/92)  530.469  (m)         1740.38   (f) ADJ UNCH    1 2
 NN0276
 NN0276.Superseded values are not recommended for survey control.
 NN0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0276.See file dsdata.txt to determine how the superseded data were derived.
 NN0276
 NN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN275417(NAD 83)
 NN0276_MARKER: DB = BENCH MARK DISK
 NN0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0276_STAMPING: 1740.380 Q 19 1933
 NN0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0276+STABILITY: SURFACE MOTION
 NN0276
 NN0276  HISTORY     - Date     Condition        Report By
 NN0276  HISTORY     - 1933     MONUMENTED       CGS
 NN0276
 NN0276                          STATION DESCRIPTION
 NN0276
 NN0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0276'4.2 MI SE FROM SPENCER.
 NN0276'4-1/4 MILES SOUTHEAST ALONG U.S. HIGHWAY 281 FROM SPENCER,
 NN0276'BOYD COUNTY, AT BROWN FIELD SCHOOL, AT THE SOUTHEAST CORNER
 NN0276'OF THE SCHOOL PROPERTY, 125 FEET SOUTHEAST OF THE SCHOOL BUILDING,
 NN0276'40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 5 FEET WEST
 NN0276'OF THE PROPERTY LINE.  A STANDARD DISK, STAMPED 1740.380 Q 19 1933
 NN0276'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NN0276'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0208 ***********************************************************************
 NN0208  DESIGNATION -  Q 2
 NN0208  PID         -  NN0208
 NN0208  STATE/COUNTY-  NE/HOLT
 NN0208  USGS QUAD   -  EMMET (1986)
 NN0208
 NN0208                         *CURRENT SURVEY CONTROL
 NN0208  ___________________________________________________________________
 NN0208* NAD 83(1986)-  42 28 23.     (N)    098 48 13.     (W)     SCALED    
 NN0208* NAVD 88     -       616.342  (meters)    2022.12   (feet)  ADJUSTED  
 NN0208  ___________________________________________________________________
 NN0208  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 NN0208  DYNAMIC HT  -         616.099 (meters)    2021.32  (feet)  COMP
 NN0208  MODELED GRAV-     980,208.3   (mgal)                       NAVD 88
 NN0208
 NN0208  VERT ORDER  -  FIRST     CLASS II
 NN0208
 NN0208.The horizontal coordinates were scaled from a topographic map and have
 NN0208.an estimated accuracy of +/- 6 seconds.
 NN0208
 NN0208.The orthometric height was determined by differential leveling
 NN0208.and adjusted by the National Geodetic Survey in June 1991..
 NN0208
 NN0208.The geoid height was determined by GEOID03.
 NN0208
 NN0208.The dynamic height is computed by dividing the NAVD 88
 NN0208.geopotential number by the normal gravity value computed on the
 NN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0208.degrees latitude (g = 980.6199 gals.).
 NN0208
 NN0208.The modeled gravity was interpolated from observed gravity values.
 NN0208
 NN0208;                    North         East    Units  Estimated Accuracy
 NN0208;SPC NE       -   293,770.      598,360.      MT  (+/- 180 meters Scaled)
 NN0208
 NN0208                          SUPERSEDED SURVEY CONTROL
 NN0208
 NN0208  NGVD 29 (??/??/92)  616.124  (m)         2021.40   (f) ADJ UNCH    1 2
 NN0208
 NN0208.Superseded values are not recommended for survey control.
 NN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0208.See file dsdata.txt to determine how the superseded data were derived.
 NN0208
 NN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN161023(NAD 83)
 NN0208_MARKER: DB = BENCH MARK DISK
 NN0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0208_SP_SET: CULVERT
 NN0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0208
 NN0208  HISTORY     - Date     Condition        Report By
 NN0208  HISTORY     - UNK      MONUMENTED       CGS
 NN0208  HISTORY     - 1946     GOOD             NGS
 NN0208  HISTORY     - 19971129 MARK NOT FOUND   LOCSUR
 NN0208
 NN0208                          STATION DESCRIPTION
 NN0208
 NN0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0208'AT EMMET.
 NN0208'AT EMMET, HOLT COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0208'RIGHT-OF-WAY, 48 FEET EAST OF THE EAST SWITCH STAND, 20 FEET WEST
 NN0208'OF A WOODEN POST MARKED 317 AT A 30-INCH CAST IRON PIPE CULVERT,
 NN0208'IN THE NORTH MASONRY HEADWALL, AT THE WEST END OF THE TWO TOP
 NN0208'STONES, 1 FOOT FROM THE EAST END, AND 11.5 FEET NORTH OF THE
 NN0208'CENTERLINE OF THE TRACK.  THE BOTTOM OF SQUARE HOLE.
 NN0208
 NN0208                          STATION RECOVERY (1997)
 NN0208
 NN0208'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0208'THIS MONUMENT SHOULD BE CONSIDERED LOST.  THE RAILROAD TRACKS ARE GONE
 NN0208'INCLUDING THE SWITCH STAND AND THE WOODEN POST MARKED 317 AS DESCRIBED
 NN0208'IN THE STATION RECOVERY REPORT OF 1946.  THE 30 INCH CAST IRON
 NN0208'CULVERT, HOWEVER, DOES STILL REMAIN AND THE MASONRY HEADWALL, WHICH
 NN0208'CAN BE MORE PARTICULARLY DESCRIBED AS CUT LIMESTONE BLOCKS, IS IN VERY
 NN0208'DETERIORATED CONDITION.  SEVERAL OF THE UPPER BLOCKS HAVE FALLEN TO
 NN0208'THE GROUND AND THE SURFACE OF OTHERS ARE VERY ERODED AWAY. I CAN FIND
 NN0208'NO TRACE OF THE SQUARE HOLE ON THE HEADWALL OR ON ANY OF THE BLOCKS
 NN0208'FOUND LYING ON THE GROUND.  BOTH SIDES OF THE CULVERT WERE CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0168 ***********************************************************************
 NO0168  DESIGNATION -  Q 20
 NO0168  PID         -  NO0168
 NO0168  STATE/COUNTY-  NE/CHERRY
 NO0168  USGS QUAD   -  ELL LAKE (1985)
 NO0168
 NO0168                         *CURRENT SURVEY CONTROL
 NO0168  ___________________________________________________________________
 NO0168* NAD 83(1986)-  42 40 44.     (N)    100 37 29.     (W)     SCALED    
 NO0168* NAVD 88     -       869.917  (meters)    2854.05   (feet)  ADJUSTED  
 NO0168  ___________________________________________________________________
 NO0168  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 NO0168  DYNAMIC HT  -         869.533 (meters)    2852.79  (feet)  COMP
 NO0168  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 NO0168
 NO0168  VERT ORDER  -  FIRST     CLASS II
 NO0168
 NO0168.The horizontal coordinates were scaled from a topographic map and have
 NO0168.an estimated accuracy of +/- 6 seconds.
 NO0168
 NO0168.The orthometric height was determined by differential leveling
 NO0168.and adjusted by the National Geodetic Survey in June 1991..
 NO0168
 NO0168.The geoid height was determined by GEOID03.
 NO0168
 NO0168.The dynamic height is computed by dividing the NAVD 88
 NO0168.geopotential number by the normal gravity value computed on the
 NO0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0168.degrees latitude (g = 980.6199 gals.).
 NO0168
 NO0168.The modeled gravity was interpolated from observed gravity values.
 NO0168
 NO0168;                    North         East    Units  Estimated Accuracy
 NO0168;SPC NE       -   316,140.      448,800.      MT  (+/- 180 meters Scaled)
 NO0168
 NO0168                          SUPERSEDED SURVEY CONTROL
 NO0168
 NO0168  NGVD 29 (??/??/92)  869.615  (m)         2853.06   (f) ADJ UNCH    1 2
 NO0168
 NO0168.Superseded values are not recommended for survey control.
 NO0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0168.See file dsdata.txt to determine how the superseded data were derived.
 NO0168
 NO0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN668264(NAD 83)
 NO0168_MARKER: DB = BENCH MARK DISK
 NO0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0168_STAMPING: 2853.062 Q 20 1933
 NO0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0168+STABILITY: SURFACE MOTION
 NO0168
 NO0168  HISTORY     - Date     Condition        Report By
 NO0168  HISTORY     - 1933     MONUMENTED       CGS
 NO0168  HISTORY     - 1934     GOOD             NGS
 NO0168  HISTORY     - 1984     MARK NOT FOUND   USGS
 NO0168
 NO0168                          STATION DESCRIPTION
 NO0168
 NO0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0168'19.2 MI SW FROM VALENTINE.
 NO0168'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0168'VALENTINE, CHERRY COUNTY, THENCE ABOUT 12 MILES SOUTHWEST ALONG A
 NO0168'DIRT ROAD, ABOUT 300 FEET SOUTHWEST OF A RANCH-HOUSE, 63 FEET
 NO0168'NORTH OF AN AUTOMOBILE GATE AND A SECTION LINE, 37 FEET EAST OF
 NO0168'THE CENTERLINE OF THE ROAD, AND AT A FENCE LINE.  A STANDARD
 NO0168'DISK, STAMPED 2853.062 Q 20 1933 AND SET IN THE TOP OF A CONCRETE
 NO0168'POST PROJECTION 3 INCHES ABOVE GROUND.
 NO0168
 NO0168                          STATION RECOVERY (1984)
 NO0168
 NO0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 NO0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0375 ***********************************************************************
 LG0375  DESIGNATION -  Q 206
 LG0375  PID         -  LG0375
 LG0375  STATE/COUNTY-  NE/LANCASTER
 LG0375  USGS QUAD   -  LINCOLN (1980)
 LG0375
 LG0375                         *CURRENT SURVEY CONTROL
 LG0375  ___________________________________________________________________
 LG0375* NAD 83(1986)-  40 50 51.     (N)    096 39 38.     (W)     SCALED    
 LG0375* NAVD 88     -       350.552  (meters)    1150.10   (feet)  ADJUSTED  
 LG0375  ___________________________________________________________________
 LG0375  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 LG0375  DYNAMIC HT  -         350.400 (meters)    1149.60  (feet)  COMP
 LG0375  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 LG0375
 LG0375  VERT ORDER  -  SECOND    CLASS 0
 LG0375
 LG0375.The horizontal coordinates were scaled from a topographic map and have
 LG0375.an estimated accuracy of +/- 6 seconds.
 LG0375
 LG0375.The orthometric height was determined by differential leveling
 LG0375.and adjusted by the National Geodetic Survey in June 1991..
 LG0375
 LG0375.The geoid height was determined by GEOID03.
 LG0375
 LG0375.The dynamic height is computed by dividing the NAVD 88
 LG0375.geopotential number by the normal gravity value computed on the
 LG0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0375.degrees latitude (g = 980.6199 gals.).
 LG0375
 LG0375.The modeled gravity was interpolated from observed gravity values.
 LG0375
 LG0375;                    North         East    Units  Estimated Accuracy
 LG0375;SPC NE       -   118,040.      781,460.      MT  (+/- 180 meters Scaled)
 LG0375
 LG0375                          SUPERSEDED SURVEY CONTROL
 LG0375
 LG0375  NGVD 29 (??/??/92)  350.452  (m)         1149.77   (f) ADJ UNCH    2 0
 LG0375
 LG0375.Superseded values are not recommended for survey control.
 LG0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0375.See file dsdata.txt to determine how the superseded data were derived.
 LG0375
 LG0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL972244(NAD 83)
 LG0375_MARKER: DB = BENCH MARK DISK
 LG0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0375_SP_SET: BRIDGE ABUTMENT
 LG0375_STAMPING: Q 206 1939
 LG0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0375
 LG0375  HISTORY     - Date     Condition        Report By
 LG0375  HISTORY     - 1939     MONUMENTED       CGS
 LG0375  HISTORY     - 1990     GOOD             USPSQD
 LG0375  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 LG0375
 LG0375                          STATION DESCRIPTION
 LG0375
 LG0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LG0375'1.2 MI SW FROM HAVELOCK.
 LG0375'1.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0375'RAILROAD FROM THE STATION AT HAVELOCK, LANCASTER COUNTY, ON
 LG0375'FORTY-THIRD STREET EXTENDED, AT BRIDGE 56.01 A, IN THE TOP OF THE
 LG0375'SOUTHWEST CONCRETE ABUTMENT, 117 FEET SOUTHEAST OF THE CENTER
 LG0375'LINE OF U.S. HIGHWAY 77, 6 FEET NORTHWEST OF THE CENTER LINE OF THE
 LG0375'WEST-BOUND TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 LG0375'A STANDARD DISK, STAMPED Q 206 1939.
 LG0375
 LG0375                          STATION RECOVERY (1990)
 LG0375
 LG0375'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0375'RECOVERED IN GOOD CONDITION.
 LG0375
 LG0375                          STATION RECOVERY (2004)
 LG0375
 LG0375'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG0375'MARK NOT FOUND. SITE LOCATED. A ROCK AND CONCRETE MIXTURE HAS BEEN
 LG0375'ADDED ON TOP OF THE BRIDGE ABUTMENT AT THE SITE OF THE MARK. THUS, THE
 LG0375'MARK COULD NOT BE VERIFIED THAT IT STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0316 ***********************************************************************
 LG0316  DESIGNATION -  Q 207
 LG0316  PID         -  LG0316
 LG0316  STATE/COUNTY-  NE/LANCASTER
 LG0316  USGS QUAD   -  LINCOLN (1980)
 LG0316
 LG0316                         *CURRENT SURVEY CONTROL
 LG0316  ___________________________________________________________________
 LG0316* NAD 83(1986)-  40 46 36.     (N)    096 45 00.     (W)     SCALED    
 LG0316* NAVD 88     -       357.507  (meters)    1172.92   (feet)  ADJUSTED  
 LG0316  ___________________________________________________________________
 LG0316  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 LG0316  DYNAMIC HT  -         357.347 (meters)    1172.40  (feet)  COMP
 LG0316  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 LG0316
 LG0316  VERT ORDER  -  FIRST     CLASS II
 LG0316
 LG0316.The horizontal coordinates were scaled from a topographic map and have
 LG0316.an estimated accuracy of +/- 6 seconds.
 LG0316
 LG0316.The orthometric height was determined by differential leveling
 LG0316.and adjusted by the National Geodetic Survey in June 1991..
 LG0316
 LG0316.The geoid height was determined by GEOID03.
 LG0316
 LG0316.The dynamic height is computed by dividing the NAVD 88
 LG0316.geopotential number by the normal gravity value computed on the
 LG0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0316.degrees latitude (g = 980.6199 gals.).
 LG0316
 LG0316.The modeled gravity was interpolated from observed gravity values.
 LG0316
 LG0316;                    North         East    Units  Estimated Accuracy
 LG0316;SPC NE       -   109,890.      774,220.      MT  (+/- 180 meters Scaled)
 LG0316
 LG0316                          SUPERSEDED SURVEY CONTROL
 LG0316
 LG0316  NGVD 29 (??/??/92)  357.404  (m)         1172.58   (f) ADJ UNCH    1 2
 LG0316
 LG0316.Superseded values are not recommended for survey control.
 LG0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0316.See file dsdata.txt to determine how the superseded data were derived.
 LG0316
 LG0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL898164(NAD 83)
 LG0316_MARKER: DB = BENCH MARK DISK
 LG0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0316_STAMPING: Q 207 1940
 LG0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0316+STABILITY: SURFACE MOTION
 LG0316
 LG0316  HISTORY     - Date     Condition        Report By
 LG0316  HISTORY     - 1940     MONUMENTED       CGS
 LG0316  HISTORY     - 1964     MARK NOT FOUND   NGS
 LG0316
 LG0316                          STATION DESCRIPTION
 LG0316
 LG0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0316'3.5 MI SW FROM LINCOLN.
 LG0316'3.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0316'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 88
 LG0316'FEET WEST OF MILEPOST 63, AT A ROCK-ROAD CROSSING, 142 FEET
 LG0316'WEST OF THE CENTER OF THE CROSSING, 19 FEET NORTH OF THE CENTERLINE
 LG0316'OF THE MAIN TRACK, 4.2 FEET SOUTHEAST OF A POLE, AND 3 FEET
 LG0316'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 LG0316'Q 207 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LG0316'0.6 FOOT ABOVE GROUND.
 LG0316
 LG0316                          STATION RECOVERY (1964)
 LG0316
 LG0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LG0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0037 ***********************************************************************
 LG0037  DESIGNATION -  Q 208
 LG0037  PID         -  LG0037
 LG0037  STATE/COUNTY-  NE/OTOE
 LG0037  USGS QUAD   -  PALMYRA (1966)
 LG0037
 LG0037                         *CURRENT SURVEY CONTROL
 LG0037  ___________________________________________________________________
 LG0037* NAD 83(1986)-  40 41 22.     (N)    096 26 42.     (W)     SCALED    
 LG0037* NAVD 88     -       361.323  (meters)    1185.44   (feet)  ADJUSTED  
 LG0037  ___________________________________________________________________
 LG0037  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 LG0037  DYNAMIC HT  -         361.164 (meters)    1184.92  (feet)  COMP
 LG0037  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 LG0037
 LG0037  VERT ORDER  -  FIRST     CLASS II
 LG0037
 LG0037.The horizontal coordinates were scaled from a topographic map and have
 LG0037.an estimated accuracy of +/- 6 seconds.
 LG0037
 LG0037.The orthometric height was determined by differential leveling
 LG0037.and adjusted by the National Geodetic Survey in June 1991..
 LG0037
 LG0037.The geoid height was determined by GEOID03.
 LG0037
 LG0037.The dynamic height is computed by dividing the NAVD 88
 LG0037.geopotential number by the normal gravity value computed on the
 LG0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0037.degrees latitude (g = 980.6199 gals.).
 LG0037
 LG0037.The modeled gravity was interpolated from observed gravity values.
 LG0037
 LG0037;                    North         East    Units  Estimated Accuracy
 LG0037;SPC NE       -   101,230.      800,340.      MT  (+/- 180 meters Scaled)
 LG0037
 LG0037                          SUPERSEDED SURVEY CONTROL
 LG0037
 LG0037  NGVD 29 (??/??/92)  361.224  (m)         1185.12   (f) ADJ UNCH    1 2
 LG0037
 LG0037.Superseded values are not recommended for survey control.
 LG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0037.See file dsdata.txt to determine how the superseded data were derived.
 LG0037
 LG0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL158074(NAD 83)
 LG0037_MARKER: DB = BENCH MARK DISK
 LG0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0037_STAMPING: Q 208 1940
 LG0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0037+STABILITY: SURFACE MOTION
 LG0037
 LG0037  HISTORY     - Date     Condition        Report By
 LG0037  HISTORY     - 1940     MONUMENTED       CGS
 LG0037  HISTORY     - 1966     MARK NOT FOUND   USGS
 LG0037
 LG0037                          STATION DESCRIPTION
 LG0037
 LG0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0037'3.3 MI W FROM PALMYRA.
 LG0037'3.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0037'FROM THE STATION AT PALMYRA, OTOE COUNTY, 1800 FEET WEST OF
 LG0037'MILEPOST 42, AT THE CROSSING OF A NORTH-AND-SOUTH GRAVEL ROAD,
 LG0037'76 FEET NORTH OF THE CENTERLINE OF THE TRACK, 30 FEET WEST OF THE
 LG0037'CENTERLINE OF THE GRAVEL ROAD, 3 FEET EAST OF A CONCRETE
 LG0037'QUARTER-SECTION MARKER, AND 3 FEET WEST OF A WHITE WOODEN
 LG0037'WITNESS POST.  A STANDARD DISK, STAMPED Q 208 1940 AND SET IN
 LG0037'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0037'NOTE-- POST IS LEANING AT A 30 DEGREE ANGLE, CAP IS STILL INTACT.
 LG0037
 LG0037                          STATION RECOVERY (1966)
 LG0037
 LG0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LG0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0447 ***********************************************************************
 LG0447  DESIGNATION -  Q 209
 LG0447  PID         -  LG0447
 LG0447  STATE/COUNTY-  NE/SALINE
 LG0447  USGS QUAD   -  FRIEND (1966)
 LG0447
 LG0447                         *CURRENT SURVEY CONTROL
 LG0447  ___________________________________________________________________
 LG0447* NAD 83(1986)-  40 39 06.     (N)    097 20 37.     (W)     SCALED    
 LG0447* NAVD 88     -       471.858  (meters)    1548.09   (feet)  ADJUSTED  
 LG0447  ___________________________________________________________________
 LG0447  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 LG0447  DYNAMIC HT  -         471.600 (meters)    1547.24  (feet)  COMP
 LG0447  MODELED GRAV-     980,064.6   (mgal)                       NAVD 88
 LG0447
 LG0447  VERT ORDER  -  FIRST     CLASS II
 LG0447
 LG0447.The horizontal coordinates were scaled from a topographic map and have
 LG0447.an estimated accuracy of +/- 6 seconds.
 LG0447
 LG0447.The orthometric height was determined by differential leveling
 LG0447.and adjusted by the National Geodetic Survey in June 1991..
 LG0447
 LG0447.The geoid height was determined by GEOID03.
 LG0447
 LG0447.The dynamic height is computed by dividing the NAVD 88
 LG0447.geopotential number by the normal gravity value computed on the
 LG0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0447.degrees latitude (g = 980.6199 gals.).
 LG0447
 LG0447.The modeled gravity was interpolated from observed gravity values.
 LG0447
 LG0447;                    North         East    Units  Estimated Accuracy
 LG0447;SPC NE       -    94,310.      724,580.      MT  (+/- 180 meters Scaled)
 LG0447
 LG0447                          SUPERSEDED SURVEY CONTROL
 LG0447
 LG0447  NGVD 29 (??/??/92)  471.695  (m)         1547.55   (f) ADJ UNCH    1 2
 LG0447
 LG0447.Superseded values are not recommended for survey control.
 LG0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0447.See file dsdata.txt to determine how the superseded data were derived.
 LG0447
 LG0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL400014(NAD 83)
 LG0447_MARKER: DB = BENCH MARK DISK
 LG0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0447_SP_SET: CULVERT
 LG0447_STAMPING: Q 209 1940
 LG0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0447
 LG0447  HISTORY     - Date     Condition        Report By
 LG0447  HISTORY     - 1940     MONUMENTED       CGS
 LG0447
 LG0447                          STATION DESCRIPTION
 LG0447
 LG0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0447'3 MI W FROM FRIEND.
 LG0447'3.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0447'FROM THE STATION AT FRIEND, SALINE COUNTY, 120 FEET SOUTH OF THE
 LG0447'CENTERLINE OF THE TRACK, 27 FEET NORTH OF THE CENTERLINE OF U.S.
 LG0447'HIGHWAY 6, AT A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE
 LG0447'TOP OF THE WEST END OF THE NORTH HEADWALL, AND ABOUT 6 FEET
 LG0447'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Q 209 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0448 ***********************************************************************
 LG0448  DESIGNATION -  Q 209 RESET
 LG0448  PID         -  LG0448
 LG0448  STATE/COUNTY-  NE/SALINE
 LG0448  USGS QUAD   -  FRIEND (1966)
 LG0448
 LG0448                         *CURRENT SURVEY CONTROL
 LG0448  ___________________________________________________________________
 LG0448* NAD 83(1986)-  40 39 06.     (N)    097 20 37.     (W)     SCALED    
 LG0448* NAVD 88     -       471.881  (meters)    1548.16   (feet)  ADJUSTED  
 LG0448  ___________________________________________________________________
 LG0448  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 LG0448  DYNAMIC HT  -         471.623 (meters)    1547.32  (feet)  COMP
 LG0448  MODELED GRAV-     980,064.6   (mgal)                       NAVD 88
 LG0448
 LG0448  VERT ORDER  -  FIRST     CLASS II
 LG0448
 LG0448.The horizontal coordinates were scaled from a topographic map and have
 LG0448.an estimated accuracy of +/- 6 seconds.
 LG0448
 LG0448.The orthometric height was determined by differential leveling
 LG0448.and adjusted by the National Geodetic Survey in May 1993..
 LG0448
 LG0448.The geoid height was determined by GEOID03.
 LG0448
 LG0448.The dynamic height is computed by dividing the NAVD 88
 LG0448.geopotential number by the normal gravity value computed on the
 LG0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0448.degrees latitude (g = 980.6199 gals.).
 LG0448
 LG0448.The modeled gravity was interpolated from observed gravity values.
 LG0448
 LG0448;                    North         East    Units  Estimated Accuracy
 LG0448;SPC NE       -    94,310.      724,580.      MT  (+/- 180 meters Scaled)
 LG0448
 LG0448                          SUPERSEDED SURVEY CONTROL
 LG0448
 LG0448  NGVD 29 (??/??/??)  471.76   (m)         1547.8    (f) RESET       3  
 LG0448
 LG0448.Superseded values are not recommended for survey control.
 LG0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0448.See file dsdata.txt to determine how the superseded data were derived.
 LG0448
 LG0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL400014(NAD 83)
 LG0448_MARKER: DB = BENCH MARK DISK
 LG0448_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0448_SP_SET: HEADWALL
 LG0448_STAMPING: Q 209 1940 RESET 1963
 LG0448_MARK LOGO: CGS   
 LG0448_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0448+STABILITY: SURFACE MOTION
 LG0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0448+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0448
 LG0448  HISTORY     - Date     Condition        Report By
 LG0448  HISTORY     - 1963     MONUMENTED       CGS
 LG0448  HISTORY     - 19911008 GOOD             NGS
 LG0448
 LG0448                          STATION DESCRIPTION
 LG0448
 LG0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LG0448'3 MI W FROM FRIEND.
 LG0448'3.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0448'FROM THE STATION AT FRIEND, SALINE COUNTY, 102 FEET SOUTH OF THE
 LG0448'CENTERLINE OF THE TRACK, 45 FEET NORTH OF THE CENTERLINE OF
 LG0448'U.S. HIGHWAY 6, AT A CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND
 LG0448'SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL ABOUT 6
 LG0448'FEET LOWER THAN THE HIGHWAY.
 LG0448
 LG0448                          STATION RECOVERY (1991)
 LG0448
 LG0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0448'21.7 KM (13.50 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0448'OF U.S. HIGHWAY 81 IN FAIRMONT, IN TOP OF AND 0.1 M (0.3 FT) EAST OF
 LG0448'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT, 13.8 M
 LG0448'(45.3 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 2.0 M (6.6 FT) BELOW
 LG0448'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1403 ***********************************************************************
 MK1403  DESIGNATION -  Q 210
 MK1403  PID         -  MK1403
 MK1403  STATE/COUNTY-  NE/PLATTE
 MK1403  USGS QUAD   -  MONROE (1958)
 MK1403
 MK1403                         *CURRENT SURVEY CONTROL
 MK1403  ___________________________________________________________________
 MK1403* NAD 83(1986)-  41 22 56.     (N)    097 30 28.     (W)     SCALED    
 MK1403* NAVD 88     -       454.995  (meters)    1492.76   (feet)  ADJUSTED  
 MK1403  ___________________________________________________________________
 MK1403  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 MK1403  DYNAMIC HT  -         454.793 (meters)    1492.10  (feet)  COMP
 MK1403  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 MK1403
 MK1403  VERT ORDER  -  FIRST     CLASS II
 MK1403
 MK1403.The horizontal coordinates were scaled from a topographic map and have
 MK1403.an estimated accuracy of +/- 6 seconds.
 MK1403
 MK1403.The orthometric height was determined by differential leveling
 MK1403.and adjusted by the National Geodetic Survey in June 1991..
 MK1403
 MK1403.The geoid height was determined by GEOID03.
 MK1403
 MK1403.The dynamic height is computed by dividing the NAVD 88
 MK1403.geopotential number by the normal gravity value computed on the
 MK1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1403.degrees latitude (g = 980.6199 gals.).
 MK1403
 MK1403.The modeled gravity was interpolated from observed gravity values.
 MK1403
 MK1403;                    North         East    Units  Estimated Accuracy
 MK1403;SPC NE       -   174,970.      708,370.      MT  (+/- 180 meters Scaled)
 MK1403
 MK1403                          SUPERSEDED SURVEY CONTROL
 MK1403
 MK1403  NGVD 29 (??/??/92)  454.806  (m)         1492.14   (f) ADJ UNCH    1 2
 MK1403
 MK1403.Superseded values are not recommended for survey control.
 MK1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1403.See file dsdata.txt to determine how the superseded data were derived.
 MK1403
 MK1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL247822(NAD 83)
 MK1403_MARKER: DB = BENCH MARK DISK
 MK1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1403_STAMPING: Q 210 1940
 MK1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1403+STABILITY: SURFACE MOTION
 MK1403
 MK1403  HISTORY     - Date     Condition        Report By
 MK1403  HISTORY     - 1940     MONUMENTED       CGS
 MK1403
 MK1403                          STATION DESCRIPTION
 MK1403
 MK1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1403'0.8 MI SW FROM DUNCAN.
 MK1403'0.8 MILE SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT
 MK1403'DUNCAN.  BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY
 MK1403'NO. 30, 100 FEET NORTH OF CENTERLINE OF HIGHWAY, 47 FEET SOUTH
 MK1403'OF CENTERLINE OF SOUTH MAIN TRACK, 21.5 FEET SOUTHWEST OF
 MK1403'MILEPOST NO. 93, 3.0 FEET EAST OF 4 X 4 INCH WHITE WOODEN POST
 MK1403'PROJECTING 2.0 FEET, 1.0 FOOT NORTH OF RIGHT-OF-WAY FENCE.
 MK1403'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1379 ***********************************************************************
 MK1379  DESIGNATION -  Q 211
 MK1379  PID         -  MK1379
 MK1379  STATE/COUNTY-  NE/MERRICK
 MK1379  USGS QUAD   -  CLARKS (1962)
 MK1379
 MK1379                         *CURRENT SURVEY CONTROL
 MK1379  ___________________________________________________________________
 MK1379* NAD 83(1986)-  41 13 18.     (N)    097 49 32.     (W)     SCALED    
 MK1379* NAVD 88     -       492.358  (meters)    1615.34   (feet)  ADJUSTED  
 MK1379  ___________________________________________________________________
 MK1379  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 MK1379  DYNAMIC HT  -         492.122 (meters)    1614.57  (feet)  COMP
 MK1379  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 MK1379
 MK1379  VERT ORDER  -  FIRST     CLASS II
 MK1379
 MK1379.The horizontal coordinates were scaled from a topographic map and have
 MK1379.an estimated accuracy of +/- 6 seconds.
 MK1379
 MK1379.The orthometric height was determined by differential leveling
 MK1379.and adjusted by the National Geodetic Survey in June 1991..
 MK1379
 MK1379.The geoid height was determined by GEOID03.
 MK1379
 MK1379.The dynamic height is computed by dividing the NAVD 88
 MK1379.geopotential number by the normal gravity value computed on the
 MK1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1379.degrees latitude (g = 980.6199 gals.).
 MK1379
 MK1379.The modeled gravity was interpolated from observed gravity values.
 MK1379
 MK1379;                    North         East    Units  Estimated Accuracy
 MK1379;SPC NE       -   156,430.      682,250.      MT  (+/- 180 meters Scaled)
 MK1379
 MK1379                          SUPERSEDED SURVEY CONTROL
 MK1379
 MK1379  NGVD 29 (??/??/92)  492.150  (m)         1614.66   (f) ADJ UNCH    1 2
 MK1379
 MK1379.Superseded values are not recommended for survey control.
 MK1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1379.See file dsdata.txt to determine how the superseded data were derived.
 MK1379
 MK1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL984640(NAD 83)
 MK1379_MARKER: DB = BENCH MARK DISK
 MK1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1379_STAMPING: Q 211 1940
 MK1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1379+STABILITY: SURFACE MOTION
 MK1379
 MK1379  HISTORY     - Date     Condition        Report By
 MK1379  HISTORY     - 1940     MONUMENTED       CGS
 MK1379
 MK1379                          STATION DESCRIPTION
 MK1379
 MK1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1379'0.6 MI NE FROM CLARKS.
 MK1379'0.6 MILE NORTHEAST ALONG UNION PACIFIC RR. FROM STATION AT CLARKS.
 MK1379'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 63
 MK1379'FEET NORTH OF NORTHWEST CORNER OF STOCK LOADING CORAL, 42 FEET
 MK1379'SOUTH OF CENTERLINE OF THE SOUTH MAIN TRACK, 15 FEET NORTHEAST
 MK1379'OF MILEPOST NO. 113, 3.0 FEET SOUTHWEST OF 4 X 4 INCH WHITE WOODEN
 MK1379'POST PROJECTING 2.2 FEET, IN LINE WITH TELEGRAPH POLES.  MONUMENT
 MK1379'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1151 ***********************************************************************
 MK1151  DESIGNATION -  Q 212
 MK1151  PID         -  MK1151
 MK1151  STATE/COUNTY-  NE/MADISON
 MK1151  USGS QUAD   -  ENOLA (1976)
 MK1151
 MK1151                         *CURRENT SURVEY CONTROL
 MK1151  ___________________________________________________________________
 MK1151* NAD 83(1986)-  41 56 00.     (N)    097 27 15.     (W)     SCALED    
 MK1151* NAVD 88     -       500.015  (meters)    1640.47   (feet)  ADJUSTED  
 MK1151  ___________________________________________________________________
 MK1151  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 MK1151  DYNAMIC HT  -         499.816 (meters)    1639.81  (feet)  COMP
 MK1151  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 MK1151
 MK1151  VERT ORDER  -  FIRST     CLASS II
 MK1151
 MK1151.The horizontal coordinates were scaled from a topographic map and have
 MK1151.an estimated accuracy of +/- 6 seconds.
 MK1151
 MK1151.The orthometric height was determined by differential leveling
 MK1151.and adjusted by the National Geodetic Survey in June 1991..
 MK1151
 MK1151.The geoid height was determined by GEOID03.
 MK1151
 MK1151.The dynamic height is computed by dividing the NAVD 88
 MK1151.geopotential number by the normal gravity value computed on the
 MK1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1151.degrees latitude (g = 980.6199 gals.).
 MK1151
 MK1151.The modeled gravity was interpolated from observed gravity values.
 MK1151
 MK1151;                    North         East    Units  Estimated Accuracy
 MK1151;SPC NE       -   236,260.      711,050.      MT  (+/- 180 meters Scaled)
 MK1151
 MK1151                          SUPERSEDED SURVEY CONTROL
 MK1151
 MK1151  NGVD 29 (??/??/92)  499.834  (m)         1639.87   (f) ADJ UNCH    1 2
 MK1151
 MK1151.Superseded values are not recommended for survey control.
 MK1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1151.See file dsdata.txt to determine how the superseded data were derived.
 MK1151
 MK1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM281435(NAD 83)
 MK1151_MARKER: DB = BENCH MARK DISK
 MK1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1151_STAMPING: Q 212 1940
 MK1151_MARK LOGO: CGS   
 MK1151_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1151+STABILITY: SURFACE MOTION
 MK1151
 MK1151  HISTORY     - Date     Condition        Report By
 MK1151  HISTORY     - 1940     MONUMENTED       CGS
 MK1151  HISTORY     - 19891103 GOOD             NEDR
 MK1151
 MK1151                          STATION DESCRIPTION
 MK1151
 MK1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1151'2 MI N FROM ENOLA.
 MK1151'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RR., 265
 MK1151'FEET SOUTH OF MILEPOST NO. 43, 48.5 FEET EAST OF THE CENTERLINE
 MK1151'OF TRACK, 3.0 FEET NORTH OF 4X4 INCH WHITE WOODEN POST
 MK1151'PROJECTING 2.0 FEET, 1.5 FEET WEST OF RIGHT-OF-WAY FENCE.
 MK1151'MONUMENT PROJECTS 0.5 FOOT.
 MK1151
 MK1151                          STATION RECOVERY (1989)
 MK1151
 MK1151'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1989 (HED)
 MK1151'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND THE MAIN ENTRANCE TO
 MK1151'NORFOLKS KARL STEPHAN MEMORIAL AIRPORT, GO SOUTH ON HIGHWAY 81 FOR
 MK1151'3.75 MI (6.03 KM) TO A COUNTY ROAD, TURN RIGHT AND GO WEST FOR 1.45 MI
 MK1151'(2.33 KM) TO THE MARK, 265 FT (80.8 M) SOUTH OF MILE POST 43, 918 FT
 MK1151'(279.8 M) NORTH FROM THE CENTERLINE OF A COUNTY ROAD RAILROAD CROSSING
 MK1151', 2 FT (0.6 M) WEST FROM THE RIGHT-OF-WAY FENCE, 45.75 FT (13.94 M)
 MK1151'EAST FROM THE EAST, INSIDE RAIL, SET INTO THE TOP OF A CONCRETE POST
 MK1151'THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0174 ***********************************************************************
 NP0174  DESIGNATION -  Q 214
 NP0174  PID         -  NP0174
 NP0174  STATE/COUNTY-  NE/SHERIDAN
 NP0174  USGS QUAD   -  JESSE LAKE (1989)
 NP0174
 NP0174                         *CURRENT SURVEY CONTROL
 NP0174  ___________________________________________________________________
 NP0174* NAD 83(1986)-  42 04 33.     (N)    102 39 43.     (W)     SCALED    
 NP0174* NAVD 88     -      1195.117  (meters)    3920.98   (feet)  ADJUSTED  
 NP0174  ___________________________________________________________________
 NP0174  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 NP0174  DYNAMIC HT  -        1194.421 (meters)    3918.70  (feet)  COMP
 NP0174  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 NP0174
 NP0174  VERT ORDER  -  SECOND    CLASS 0
 NP0174
 NP0174.The horizontal coordinates were scaled from a topographic map and have
 NP0174.an estimated accuracy of +/- 6 seconds.
 NP0174
 NP0174.The orthometric height was determined by differential leveling
 NP0174.and adjusted by the National Geodetic Survey in June 1991..
 NP0174
 NP0174.The geoid height was determined by GEOID03.
 NP0174
 NP0174.The dynamic height is computed by dividing the NAVD 88
 NP0174.geopotential number by the normal gravity value computed on the
 NP0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0174.degrees latitude (g = 980.6199 gals.).
 NP0174
 NP0174.The modeled gravity was interpolated from observed gravity values.
 NP0174
 NP0174;                    North         East    Units  Estimated Accuracy
 NP0174;SPC NE       -   252,370.      279,820.      MT  (+/- 180 meters Scaled)
 NP0174
 NP0174                          SUPERSEDED SURVEY CONTROL
 NP0174
 NP0174  NGVD 29 (??/??/92) 1194.545  (m)         3919.10   (f) ADJ UNCH    2 0
 NP0174
 NP0174.Superseded values are not recommended for survey control.
 NP0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0174.See file dsdata.txt to determine how the superseded data were derived.
 NP0174
 NP0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG934608(NAD 83)
 NP0174_MARKER: DB = BENCH MARK DISK
 NP0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0174_STAMPING: Q 214 1940
 NP0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0174+STABILITY: SURFACE MOTION
 NP0174
 NP0174  HISTORY     - Date     Condition        Report By
 NP0174  HISTORY     - 1940     MONUMENTED       CGS
 NP0174
 NP0174                          STATION DESCRIPTION
 NP0174
 NP0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0174'4.1 MI W FROM ANTIOCH.
 NP0174'4.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0174'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 0.5 MILE WEST OF
 NP0174'MILEPOST 354, AT THE WEST SIDE OF A HOLLOW BETWEEN STATE HIGHWAY
 NP0174'2 AND THE TRACK, 96 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 NP0174'36 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 3.0 FEET WEST OF A
 NP0174'4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE GROUND, AND
 NP0174'2.0 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Q 214
 NP0174'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 NP0174'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0541 ***********************************************************************
 LF0541  DESIGNATION -  Q 215
 LF0541  PID         -  LF0541
 LF0541  STATE/COUNTY-  NE/RICHARDSON
 LF0541  USGS QUAD   -  HUMBOLDT SE (1965)
 LF0541
 LF0541                         *CURRENT SURVEY CONTROL
 LF0541  ___________________________________________________________________
 LF0541* NAD 83(1986)-  40 06 06.     (N)    095 46 46.     (W)     SCALED    
 LF0541* NAVD 88     -       283.511  (meters)     930.15   (feet)  ADJUSTED  
 LF0541  ___________________________________________________________________
 LF0541  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LF0541  DYNAMIC HT  -         283.351 (meters)     929.63  (feet)  COMP
 LF0541  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 LF0541
 LF0541  VERT ORDER  -  SECOND    CLASS 0
 LF0541
 LF0541.The horizontal coordinates were scaled from a topographic map and have
 LF0541.an estimated accuracy of +/- 6 seconds.
 LF0541
 LF0541.The orthometric height was determined by differential leveling
 LF0541.and adjusted by the National Geodetic Survey in June 1991..
 LF0541
 LF0541.The geoid height was determined by GEOID03.
 LF0541
 LF0541.The dynamic height is computed by dividing the NAVD 88
 LF0541.geopotential number by the normal gravity value computed on the
 LF0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0541.degrees latitude (g = 980.6199 gals.).
 LF0541
 LF0541.The modeled gravity was interpolated from observed gravity values.
 LF0541
 LF0541;                    North         East    Units  Estimated Accuracy
 LF0541;SPC NE       -    38,580.      859,720.      MT  (+/- 180 meters Scaled)
 LF0541
 LF0541                          SUPERSEDED SURVEY CONTROL
 LF0541
 LF0541  NGVD 29 (??/??/92)  283.426  (m)          929.87   (f) ADJ UNCH    2 0
 LF0541
 LF0541.Superseded values are not recommended for survey control.
 LF0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0541.See file dsdata.txt to determine how the superseded data were derived.
 LF0541
 LF0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE630427(NAD 83)
 LF0541_MARKER: DB = BENCH MARK DISK
 LF0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0541_STAMPING: Q 215 1945
 LF0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0541+STABILITY: SURFACE MOTION
 LF0541
 LF0541  HISTORY     - Date     Condition        Report By
 LF0541  HISTORY     - 1945     MONUMENTED       CGS
 LF0541  HISTORY     - 1981     GOOD             LOCSUR
 LF0541
 LF0541                          STATION DESCRIPTION
 LF0541
 LF0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0541'4.2 MI NW FROM SALEM.
 LF0541'4.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0541'RAILROAD FROM THE STATION AT SALEM, 4 POLES WEST OF MILEPOST
 LF0541'30, 10 POLES WEST OF A ROAD CROSSING, 46 FEET NORTH OF THE
 LF0541'CENTERLINE OF THE TRACK, 46 FEET SOUTH OF THE CENTERLINE OF A
 LF0541'ROAD PARALLELING THE TRACK, 2.5 FEET NORTHWEST OF A POLE, 2 FEET
 LF0541'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET LOWER
 LF0541'THAN THE TRACK.  AN IRON BENCH-MARK DISK, STAMPED Q 215 1945 AND
 LF0541'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 LF0541'GROUND.
 LF0541
 LF0541                          STATION RECOVERY (1981)
 LF0541
 LF0541'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0046 ***********************************************************************
 NN0046  DESIGNATION -  Q 216
 NN0046  PID         -  NN0046
 NN0046  STATE/COUNTY-  NE/BOYD
 NN0046  USGS QUAD   -  MARTY (1974)
 NN0046
 NN0046                         *CURRENT SURVEY CONTROL
 NN0046  ___________________________________________________________________
 NN0046* NAD 83(1986)-  42 53 13.     (N)    098 22 48.     (W)     SCALED    
 NN0046* NAVD 88     -       511.245  (meters)    1677.31   (feet)  ADJUSTED  
 NN0046  ___________________________________________________________________
 NN0046  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 NN0046  DYNAMIC HT  -         511.069 (meters)    1676.73  (feet)  COMP
 NN0046  MODELED GRAV-     980,261.2   (mgal)                       NAVD 88
 NN0046
 NN0046  VERT ORDER  -  SECOND    CLASS 0
 NN0046
 NN0046.The horizontal coordinates were scaled from a topographic map and have
 NN0046.an estimated accuracy of +/- 6 seconds.
 NN0046
 NN0046.The orthometric height was determined by differential leveling
 NN0046.and adjusted by the National Geodetic Survey in June 1991..
 NN0046
 NN0046.The geoid height was determined by GEOID03.
 NN0046
 NN0046.The dynamic height is computed by dividing the NAVD 88
 NN0046.geopotential number by the normal gravity value computed on the
 NN0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0046.degrees latitude (g = 980.6199 gals.).
 NN0046
 NN0046.The modeled gravity was interpolated from observed gravity values.
 NN0046
 NN0046;                    North         East    Units  Estimated Accuracy
 NN0046;SPC NE       -   340,300.      632,320.      MT  (+/- 180 meters Scaled)
 NN0046
 NN0046                          SUPERSEDED SURVEY CONTROL
 NN0046
 NN0046  NGVD 29 (??/??/92)  510.974  (m)         1676.42   (f) ADJ UNCH    2 0
 NN0046
 NN0046.Superseded values are not recommended for survey control.
 NN0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0046.See file dsdata.txt to determine how the superseded data were derived.
 NN0046
 NN0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN506484(NAD 83)
 NN0046_MARKER: DB = BENCH MARK DISK
 NN0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0046_STAMPING: Q 216 1946
 NN0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0046+STABILITY: SURFACE MOTION
 NN0046
 NN0046  HISTORY     - Date     Condition        Report By
 NN0046  HISTORY     - 1946     MONUMENTED       CGS
 NN0046  HISTORY     - 1964     GOOD             USGS
 NN0046
 NN0046                          STATION DESCRIPTION
 NN0046
 NN0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0046'6.5 MI NW FROM MONOWI.
 NN0046'TO REACH FROM THE CHICAGO AND NORTHWESTERN RAILROAD STATION
 NN0046'AT MONOWI GO WEST 2.0 MILES ALONG STATE HIGHWAY NO. 12, THENCE
 NN0046'NORTH 3.7 MILES ALONG A GRADED DIRT ROAD, THENCE WEST 0.3 MILE
 NN0046'ALONG A GRADED DIRT ROAD, THENCE NORTHWEST 0.5 MILE ALONG A
 NN0046'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 100 YDS
 NN0046'ACROSS TRACK ROAD LEADING NORTH, 28.0 FT NORTH OF AND ABOUT
 NN0046'1.0 FT HIGHER THAN THE CENTER LINE OF THE ROAD, 1.0 FT SOUTH
 NN0046'OF A FENCE AND 1.0 FT WEST OF A 4 IN X 4 IN MARKER POST.  A
 NN0046'BRONZE DISK STAMPED Q 21 1946 SET IN THE TOP OF A CONCRETE POST
 NN0046'WHICH PROJECTS 4 INCHES ABOVE GROUND.  NOTE-- EROSION HAS LEFT
 NN0046'THIS POST PROJECTING AN ADDITIONAL 2 FEET OUT OF THE GROUND.
 NN0046
 NN0046                          STATION RECOVERY (1964)
 NN0046
 NN0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NN0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0192 ***********************************************************************
 NN0192  DESIGNATION -  Q 217
 NN0192  PID         -  NN0192
 NN0192  STATE/COUNTY-  NE/HOLT
 NN0192  USGS QUAD   -  INMAN (1986)
 NN0192
 NN0192                         *CURRENT SURVEY CONTROL
 NN0192  ___________________________________________________________________
 NN0192* NAD 83(1986)-  42 26 35.     (N)    098 35 57.     (W)     SCALED    
 NN0192* NAVD 88     -       597.255  (meters)    1959.49   (feet)  ADJUSTED  
 NN0192  ___________________________________________________________________
 NN0192  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 NN0192  DYNAMIC HT  -         597.031 (meters)    1958.76  (feet)  COMP
 NN0192  MODELED GRAV-     980,227.4   (mgal)                       NAVD 88
 NN0192
 NN0192  VERT ORDER  -  FIRST     CLASS II
 NN0192
 NN0192.The horizontal coordinates were scaled from a topographic map and have
 NN0192.an estimated accuracy of +/- 6 seconds.
 NN0192
 NN0192.The orthometric height was determined by differential leveling
 NN0192.and adjusted by the National Geodetic Survey in June 1991..
 NN0192
 NN0192.The geoid height was determined by GEOID03.
 NN0192
 NN0192.The dynamic height is computed by dividing the NAVD 88
 NN0192.geopotential number by the normal gravity value computed on the
 NN0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0192.degrees latitude (g = 980.6199 gals.).
 NN0192
 NN0192.The modeled gravity was interpolated from observed gravity values.
 NN0192
 NN0192;                    North         East    Units  Estimated Accuracy
 NN0192;SPC NE       -   290,690.      615,220.      MT  (+/- 180 meters Scaled)
 NN0192
 NN0192                          SUPERSEDED SURVEY CONTROL
 NN0192
 NN0192  NGVD 29 (??/??/92)  597.058  (m)         1958.85   (f) ADJ UNCH    1 2
 NN0192
 NN0192.Superseded values are not recommended for survey control.
 NN0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0192.See file dsdata.txt to determine how the superseded data were derived.
 NN0192
 NN0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM329990(NAD 83)
 NN0192_MARKER: DB = BENCH MARK DISK
 NN0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0192_STAMPING: Q 217 1946
 NN0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0192+STABILITY: SURFACE MOTION
 NN0192
 NN0192  HISTORY     - Date     Condition        Report By
 NN0192  HISTORY     - 1946     MONUMENTED       CGS
 NN0192
 NN0192                          STATION DESCRIPTION
 NN0192
 NN0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0192'3.4 MI SE FROM O NEILL.
 NN0192'3.4 MILES SOUTHEAST OF O NEILL, HOLT COUNTY.  THIS BENCH MARK
 NN0192'MAY BE REACHED BY GOING ONE BLOCK SOUTH OF THE POST OFFICE,
 NN0192'THENCE 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20, THENCE 1.5
 NN0192'MILES EAST ALONG A GRADED DIRT ROAD, AND THENCE 0.6 MILE SOUTH
 NN0192'ALONG ANOTHER GRADED ROAD.  IT IS AT THE CROSSING OF THE
 NN0192'CHICAGO, BURLINGTON AND QUINCY RAILROAD, 56 FEET WEST OF THE
 NN0192'CENTERLINE OF THE ROAD, 49 FEET SOUTHWEST OF THE CENTERLINE OF
 NN0192'THE TRACK, 23.5 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF THE
 NN0192'RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 NN0192'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED Q 217 1946
 NN0192'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 NN0192'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0421 ***********************************************************************
 NN0421  DESIGNATION -  Q 218
 NN0421  PID         -  NN0421
 NN0421  STATE/COUNTY-  NE/HOLT
 NN0421  USGS QUAD   -  STUART NE (1954)
 NN0421
 NN0421                         *CURRENT SURVEY CONTROL
 NN0421  ___________________________________________________________________
 NN0421* NAD 83(1986)-  42 39 58.     (N)    099 06 29.     (W)     SCALED    
 NN0421* NAVD 88     -       650.050  (meters)    2132.71   (feet)  ADJUSTED  
 NN0421  ___________________________________________________________________
 NN0421  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 NN0421  DYNAMIC HT  -         649.801 (meters)    2131.89  (feet)  COMP
 NN0421  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 NN0421
 NN0421  VERT ORDER  -  SECOND    CLASS 0
 NN0421
 NN0421.The horizontal coordinates were scaled from a topographic map and have
 NN0421.an estimated accuracy of +/- 6 seconds.
 NN0421
 NN0421.The orthometric height was determined by differential leveling
 NN0421.and adjusted by the National Geodetic Survey in June 1991..
 NN0421
 NN0421.The geoid height was determined by GEOID03.
 NN0421
 NN0421.The dynamic height is computed by dividing the NAVD 88
 NN0421.geopotential number by the normal gravity value computed on the
 NN0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0421.degrees latitude (g = 980.6199 gals.).
 NN0421
 NN0421.The modeled gravity was interpolated from observed gravity values.
 NN0421
 NN0421;                    North         East    Units  Estimated Accuracy
 NN0421;SPC NE       -   314,910.      573,110.      MT  (+/- 180 meters Scaled)
 NN0421
 NN0421                          SUPERSEDED SURVEY CONTROL
 NN0421
 NN0421  NGVD 29 (??/??/92)  649.812  (m)         2131.92   (f) ADJ UNCH    2 0
 NN0421
 NN0421.Superseded values are not recommended for survey control.
 NN0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0421.See file dsdata.txt to determine how the superseded data were derived.
 NN0421
 NN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN911237(NAD 83)
 NN0421_MARKER: DB = BENCH MARK DISK
 NN0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0421_STAMPING: Q 218 1946
 NN0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0421+STABILITY: SURFACE MOTION
 NN0421
 NN0421  HISTORY     - Date     Condition        Report By
 NN0421  HISTORY     - 1946     MONUMENTED       CGS
 NN0421
 NN0421                          STATION DESCRIPTION
 NN0421
 NN0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0421'8.1 MI N FROM STUART.
 NN0421'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0421'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0421'NO. 20, THENCE NORTH 5.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0421'MARK, BENCH MARK IS AT THE SOUTHWEST CORNER OF THE PRAIRIE VIEW
 NN0421'SCHOOL YARD, 94.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NN0421'SCHOOL HOUSE, 49.0 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 NN0421'LINE OF THE ROAD, 10.6 FEET EAST OF A FENCE CORNER, 1.0 FOOT
 NN0421'NORTH OF A FENCE AND 1.0 FOOT WEST OF A 4 IN X 4 IN MARKER
 NN0421'POST.  A BRONZE DISK STAMPED Q 218 1946 SET IN THE TOP OF A
 NN0421'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0341 ***********************************************************************
 NN0341  DESIGNATION -  Q 219
 NN0341  PID         -  NN0341
 NN0341  STATE/COUNTY-  NE/HOLT
 NN0341  USGS QUAD   -  STUART (1954)
 NN0341
 NN0341                         *CURRENT SURVEY CONTROL
 NN0341  ___________________________________________________________________
 NN0341* NAD 83(1986)-  42 35 27.     (N)    099 07 38.     (W)     SCALED    
 NN0341* NAVD 88     -       653.887  (meters)    2145.29   (feet)  ADJUSTED  
 NN0341  ___________________________________________________________________
 NN0341  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 NN0341  DYNAMIC HT  -         653.631 (meters)    2144.45  (feet)  COMP
 NN0341  MODELED GRAV-     980,208.1   (mgal)                       NAVD 88
 NN0341
 NN0341  VERT ORDER  -  FIRST     CLASS II
 NN0341
 NN0341.The horizontal coordinates were scaled from a topographic map and have
 NN0341.an estimated accuracy of +/- 6 seconds.
 NN0341
 NN0341.The orthometric height was determined by differential leveling
 NN0341.and adjusted by the National Geodetic Survey in June 1991..
 NN0341
 NN0341.The geoid height was determined by GEOID03.
 NN0341
 NN0341.The dynamic height is computed by dividing the NAVD 88
 NN0341.geopotential number by the normal gravity value computed on the
 NN0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0341.degrees latitude (g = 980.6199 gals.).
 NN0341
 NN0341.The modeled gravity was interpolated from observed gravity values.
 NN0341
 NN0341;                    North         East    Units  Estimated Accuracy
 NN0341;SPC NE       -   306,530.      571,630.      MT  (+/- 180 meters Scaled)
 NN0341
 NN0341                          SUPERSEDED SURVEY CONTROL
 NN0341
 NN0341  NGVD 29 (??/??/92)  653.655  (m)         2144.53   (f) ADJ UNCH    1 2
 NN0341
 NN0341.Superseded values are not recommended for survey control.
 NN0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0341.See file dsdata.txt to determine how the superseded data were derived.
 NN0341
 NN0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN895153(NAD 83)
 NN0341_MARKER: DB = BENCH MARK DISK
 NN0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0341_STAMPING: Q 219 1946
 NN0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0341+STABILITY: SURFACE MOTION
 NN0341
 NN0341  HISTORY     - Date     Condition        Report By
 NN0341  HISTORY     - 1946     MONUMENTED       CGS
 NN0341  HISTORY     - 1954     POOR             NGS
 NN0341
 NN0341                          STATION DESCRIPTION
 NN0341
 NN0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NN0341'0.3 MI S FROM STUART.
 NN0341'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0341'HOLT COUNTY, THENCE 0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 20,
 NN0341'100 YARDS SOUTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH,
 NN0341'43.6 FEET NORTHEAST OF THE CENTERLINE OF THE CHICAGO AND NORTH
 NN0341'WESTERN RAILWAY TRACK, 39 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NN0341'HIGHWAY, 184 FEET EAST OF A SWITCH ON THE C. AND N.W. RY., 1 FOOT
 NN0341'WEST OF A WHITE WOODEN WITNESS POST, AND 3 FEET LOWER THAN THE
 NN0341'HIGHWAY.  A STANDARD DISK, STAMPED Q 219 1946 AND SET IN THE TOP
 NN0341'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THIS
 NN0341'BENCH MARK HAS BEEN DISTURBED BY A ROAD GRADER AND IS NOW LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0152 ***********************************************************************
 MM0152  DESIGNATION -  Q 22
 MM0152  PID         -  MM0152
 MM0152  STATE/COUNTY-  NE/MCPHERSON
 MM0152  USGS QUAD   -  TRYON (1985)
 MM0152
 MM0152                         *CURRENT SURVEY CONTROL
 MM0152  ___________________________________________________________________
 MM0152* NAD 83(1986)-  41 36 03.     (N)    100 57 48.     (W)     SCALED    
 MM0152* NAVD 88     -       998.359  (meters)    3275.45   (feet)  ADJUSTED  
 MM0152  ___________________________________________________________________
 MM0152  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 MM0152  DYNAMIC HT  -         997.770 (meters)    3273.52  (feet)  COMP
 MM0152  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 MM0152
 MM0152  VERT ORDER  -  FIRST     CLASS II
 MM0152
 MM0152.The horizontal coordinates were scaled from a topographic map and have
 MM0152.an estimated accuracy of +/- 6 seconds.
 MM0152
 MM0152.The orthometric height was determined by differential leveling
 MM0152.and adjusted by the National Geodetic Survey in June 1994..
 MM0152
 MM0152.The geoid height was determined by GEOID03.
 MM0152
 MM0152.The dynamic height is computed by dividing the NAVD 88
 MM0152.geopotential number by the normal gravity value computed on the
 MM0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0152.degrees latitude (g = 980.6199 gals.).
 MM0152
 MM0152.The modeled gravity was interpolated from observed gravity values.
 MM0152
 MM0152;                    North         East    Units  Estimated Accuracy
 MM0152;SPC NE       -   196,690.      419,720.      MT  (+/- 180 meters Scaled)
 MM0152
 MM0152                          SUPERSEDED SURVEY CONTROL
 MM0152
 MM0152  NAVD 88 (06/15/91)  998.398  (m)         3275.58   (f) UNKNOWN     1 2
 MM0152  NGVD 29 (02/14/92)  997.990  (m)         3274.24   (f) ADJUSTED    1 2
 MM0152
 MM0152.Superseded values are not recommended for survey control.
 MM0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0152.See file dsdata.txt to determine how the superseded data were derived.
 MM0152
 MM0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM363073(NAD 83)
 MM0152_MARKER: DB = BENCH MARK DISK
 MM0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0152_SP_SET: CONCRETE POST
 MM0152_STAMPING: Q 22 1933 3274.367
 MM0152_MARK LOGO: CGS   
 MM0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0152+STABILITY: SURFACE MOTION
 MM0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0152+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0152
 MM0152  HISTORY     - Date     Condition        Report By
 MM0152  HISTORY     - 1933     MONUMENTED       CGS
 MM0152  HISTORY     - 19910820 GOOD             NGS
 MM0152
 MM0152                          STATION DESCRIPTION
 MM0152
 MM0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0152'3.5 MI N FROM TRYON.
 MM0152'3.5 MILES NORTH ALONG THE 1948 ROUTE OF U.S. HIGHWAY 83 FROM
 MM0152'TRYON, MC PHERSON COUNTY, AT MC KILLIP RANCH, 35 FEET NORTH OF A
 MM0152'T-ROAD LEADING WEST TO THE RANCH, 68 FEET WEST OF THE CENTERLINE
 MM0152'OF THE OLD HIGHWAY, AND 56 FEET SOUTH OF A FENCE.  A STANDARD
 MM0152'DISK, STAMPED 3274.367 Q 22 1933 AND SET IN THE TOP OF A CONCRETE
 MM0152'POST PROJECTING 6 INCHES ABOVE GROUND.
 MM0152
 MM0152                          STATION RECOVERY (1991)
 MM0152
 MM0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0152'5.6 KM (3.45 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0152'IN TRYON, 205.5 M (674.2 FT) NORTH OF THE CENTER OF A DRIVEWAY, 34.6
 MM0152'M (113.5 FT) WEST OF THE HIGHWAY CENTERLINE, 29.3 M (96.1 FT) NORTH
 MM0152'OF T-JUNCTION UTILITY POLE NUMBER 117 23 05, 10.9 M (35.8 FT)
 MM0152'NORTHWEST OF A WITNESS POST AND FENCE, 2.0 M (6.6 FT) BELOW THE LEVEL
 MM0152'OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 MM0152'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DAN
 MM0152'CONNELL JR, HC 71, BOX 1, TRYON, NE 60167, TELEPHONE NUMBER (308)
 MM0152'587-2482.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0384 ***********************************************************************
 NN0384  DESIGNATION -  Q 220
 NN0384  PID         -  NN0384
 NN0384  STATE/COUNTY-  NE/KEYA PAHA
 NN0384  USGS QUAD   -  JAMISON (1964)
 NN0384
 NN0384                         *CURRENT SURVEY CONTROL
 NN0384  ___________________________________________________________________
 NN0384* NAD 83(1986)-  42 54 19.     (N)    099 20 07.     (W)     SCALED    
 NN0384* NAVD 88     -       608.792  (meters)    1997.35   (feet)  ADJUSTED  
 NN0384  ___________________________________________________________________
 NN0384  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 NN0384  DYNAMIC HT  -         608.563 (meters)    1996.59  (feet)  COMP
 NN0384  MODELED GRAV-     980,226.1   (mgal)                       NAVD 88
 NN0384
 NN0384  VERT ORDER  -  SECOND    CLASS 0
 NN0384
 NN0384.The horizontal coordinates were scaled from a topographic map and have
 NN0384.an estimated accuracy of +/- 6 seconds.
 NN0384
 NN0384.The orthometric height was determined by differential leveling
 NN0384.and adjusted by the National Geodetic Survey in June 1991..
 NN0384
 NN0384.The geoid height was determined by GEOID03.
 NN0384
 NN0384.The dynamic height is computed by dividing the NAVD 88
 NN0384.geopotential number by the normal gravity value computed on the
 NN0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0384.degrees latitude (g = 980.6199 gals.).
 NN0384
 NN0384.The modeled gravity was interpolated from observed gravity values.
 NN0384
 NN0384;                    North         East    Units  Estimated Accuracy
 NN0384;SPC NE       -   341,310.      554,280.      MT  (+/- 180 meters Scaled)
 NN0384
 NN0384                          SUPERSEDED SURVEY CONTROL
 NN0384
 NN0384  NGVD 29 (??/??/92)  608.509  (m)         1996.42   (f) ADJ UNCH    2 0
 NN0384
 NN0384.Superseded values are not recommended for survey control.
 NN0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0384.See file dsdata.txt to determine how the superseded data were derived.
 NN0384
 NN0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN726503(NAD 83)
 NN0384_MARKER: DB = BENCH MARK DISK
 NN0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0384_STAMPING: Q 220 1946
 NN0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0384+STABILITY: SURFACE MOTION
 NN0384
 NN0384  HISTORY     - Date     Condition        Report By
 NN0384  HISTORY     - 1946     MONUMENTED       CGS
 NN0384  HISTORY     - 1973     GOOD             NGS
 NN0384
 NN0384                          STATION DESCRIPTION
 NN0384
 NN0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0384'2.5 MI S FROM BROCKSBURG.
 NN0384'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 2.5 MILES
 NN0384'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 32.0 FEET
 NN0384'EAST OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 NN0384'ROAD, 14.5 FEET NORTH OF A FOURTEEN INCH COTTONWOOD TREE AND AN
 NN0384'EAST-WEST FENCE LINE, 17.5 FEET SOUTH OF A SIXTEEN INCH COTTONWOOD
 NN0384'TREE, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 IN X 4 IN
 NN0384'MARKER POST.  A BRONZE DISK STAMPED Q 220 1946 SET IN THE TOP
 NN0384'OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NN0384
 NN0384                          STATION RECOVERY (1973)
 NN0384
 NN0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NN0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0385 ***********************************************************************
 NN0385  DESIGNATION -  Q 220 RESET
 NN0385  PID         -  NN0385
 NN0385  STATE/COUNTY-  NE/KEYA PAHA
 NN0385  USGS QUAD   -  JAMISON (1964)
 NN0385
 NN0385                         *CURRENT SURVEY CONTROL
 NN0385  ___________________________________________________________________
 NN0385* NAD 83(1986)-  42 54 19.     (N)    099 20 07.     (W)     SCALED    
 NN0385* NAVD 88     -       608.65   (meters)    1996.9    (feet)  RESET     
 NN0385  ___________________________________________________________________
 NN0385  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 NN0385
 NN0385  VERT ORDER  -  THIRD
 NN0385
 NN0385.The horizontal coordinates were scaled from a topographic map and have
 NN0385.an estimated accuracy of +/- 6 seconds.
 NN0385
 NN0385.The orthometric height was computed from unverified reset data.
 NN0385
 NN0385.The geoid height was determined by GEOID03.
 NN0385
 NN0385;                    North         East    Units  Estimated Accuracy
 NN0385;SPC NE       -   341,310.      554,280.      MT  (+/- 180 meters Scaled)
 NN0385
 NN0385                          SUPERSEDED SURVEY CONTROL
 NN0385
 NN0385.No superseded survey control is available for this station.
 NN0385
 NN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN726503(NAD 83)
 NN0385_MARKER: DB = BENCH MARK DISK
 NN0385_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0385+WITH SETTING: INTO GROUND
 NN0385_STAMPING: Q 220 RESET 1973
 NN0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0385+STABILITY: SURFACE MOTION
 NN0385
 NN0385  HISTORY     - Date     Condition        Report By
 NN0385  HISTORY     - 1973     MONUMENTED       NGS
 NN0385
 NN0385                          STATION DESCRIPTION
 NN0385
 NN0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NN0385'1.8 MI S FROM BROCKSBURG.
 NN0385'TO REACH THE BENCH MARK FROM THE OLD SCHOOL BUILDING AT
 NN0385'BROCKSBURG, GO SOUTH ON HIGHWAY 137 FOR 1.85 MILE TO THE BENCH
 NN0385'MARK ON THE LEFT.  THE BENCH MARK IS A STANDARD DISK STAMPED
 NN0385'Q 220 RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 NN0385'ROD, WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED
 NN0385'IN A PLASTIC PIPE AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 NN0385'IT IS 1 FOOT SOUTH OF A METAL WITNESS POST, 2 FEET WEST OF THE
 NN0385'EAST RIGHT-OF-WAY OF HIGHWAY 137 OR 58 FEET EAST OF THE CENTER
 NN0385'OF HIGHWAY 137 AND AT THE WEST END OF A FENCELINE GOING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1256 ***********************************************************************
 NM1256  DESIGNATION -  Q 221
 NM1256  PID         -  NM1256
 NM1256  STATE/COUNTY-  NE/PIERCE
 NM1256  USGS QUAD   -  PLAINVIEW (1963)
 NM1256
 NM1256                         *CURRENT SURVEY CONTROL
 NM1256  ___________________________________________________________________
 NM1256* NAD 83(1986)-  42 19 34.     (N)    097 45 24.     (W)     SCALED    
 NM1256* NAVD 88     -       508.249  (meters)    1667.48   (feet)  ADJUSTED  
 NM1256  ___________________________________________________________________
 NM1256  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 NM1256  DYNAMIC HT  -         508.060 (meters)    1666.86  (feet)  COMP
 NM1256  MODELED GRAV-     980,233.5   (mgal)                       NAVD 88
 NM1256
 NM1256  VERT ORDER  -  FIRST     CLASS II
 NM1256
 NM1256.The horizontal coordinates were scaled from a topographic map and have
 NM1256.an estimated accuracy of +/- 6 seconds.
 NM1256
 NM1256.The orthometric height was determined by differential leveling
 NM1256.and adjusted by the National Geodetic Survey in June 1991..
 NM1256
 NM1256.The geoid height was determined by GEOID03.
 NM1256
 NM1256.The dynamic height is computed by dividing the NAVD 88
 NM1256.geopotential number by the normal gravity value computed on the
 NM1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1256.degrees latitude (g = 980.6199 gals.).
 NM1256
 NM1256.The modeled gravity was interpolated from observed gravity values.
 NM1256
 NM1256;                    North         East    Units  Estimated Accuracy
 NM1256;SPC NE       -   279,170.      684,850.      MT  (+/- 180 meters Scaled)
 NM1256
 NM1256                          SUPERSEDED SURVEY CONTROL
 NM1256
 NM1256  NGVD 29 (??/??/92)  508.064  (m)         1666.87   (f) ADJ UNCH    1 2
 NM1256
 NM1256.Superseded values are not recommended for survey control.
 NM1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1256.See file dsdata.txt to determine how the superseded data were derived.
 NM1256
 NM1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM024867(NAD 83)
 NM1256_MARKER: DB = BENCH MARK DISK
 NM1256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1256_SP_SET: BRIDGE
 NM1256_STAMPING: Q 221 1946
 NM1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1256
 NM1256  HISTORY     - Date     Condition        Report By
 NM1256  HISTORY     - 1946     MONUMENTED       CGS
 NM1256  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1256
 NM1256                          STATION DESCRIPTION
 NM1256
 NM1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1256'2.9 MI SE FROM PLAINVIEW.
 NM1256'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 NM1256'U.S. HIGHWAY 20 AT PLAINVIEW, PIERCE COUNTY, AT THE INTERSECTION
 NM1256'OF A NORTH-AND-SOUTH SECTION-LINE ROAD, 100 YARDS SOUTH OF THE
 NM1256'HIGHWAY, AT A 30-FOOT STEEL BRIDGE ON THE NORTH-AND-SOUTH ROAD, IN
 NM1256'THE NORTHWEST PIER, 12 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 NM1256'1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED Q 221 1946.
 NM1256
 NM1256                          STATION RECOVERY (1999)
 NM1256
 NM1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1256'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0152 ***********************************************************************
 NN0152  DESIGNATION -  Q 222
 NN0152  PID         -  NN0152
 NN0152  STATE/COUNTY-  NE/ANTELOPE
 NN0152  USGS QUAD   -  ORCHARD (1986)
 NN0152
 NN0152                         *CURRENT SURVEY CONTROL
 NN0152  ___________________________________________________________________
 NN0152* NAD 83(1986)-  42 20 07.     (N)    098 13 24.     (W)     SCALED    
 NN0152* NAVD 88     -       593.131  (meters)    1945.96   (feet)  ADJUSTED  
 NN0152  ___________________________________________________________________
 NN0152  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 NN0152  DYNAMIC HT  -         592.890 (meters)    1945.17  (feet)  COMP
 NN0152  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 NN0152
 NN0152  VERT ORDER  -  FIRST     CLASS II
 NN0152
 NN0152.The horizontal coordinates were scaled from a topographic map and have
 NN0152.an estimated accuracy of +/- 6 seconds.
 NN0152
 NN0152.The orthometric height was determined by differential leveling
 NN0152.and adjusted by the National Geodetic Survey in June 1991..
 NN0152
 NN0152.The geoid height was determined by GEOID03.
 NN0152
 NN0152.The dynamic height is computed by dividing the NAVD 88
 NN0152.geopotential number by the normal gravity value computed on the
 NN0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0152.degrees latitude (g = 980.6199 gals.).
 NN0152
 NN0152.The modeled gravity was interpolated from observed gravity values.
 NN0152
 NN0152;                    North         East    Units  Estimated Accuracy
 NN0152;SPC NE       -   279,290.      646,380.      MT  (+/- 180 meters Scaled)
 NN0152
 NN0152                          SUPERSEDED SURVEY CONTROL
 NN0152
 NN0152  NGVD 29 (??/??/92)  592.919  (m)         1945.27   (f) ADJ UNCH    1 2
 NN0152
 NN0152.Superseded values are not recommended for survey control.
 NN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0152.See file dsdata.txt to determine how the superseded data were derived.
 NN0152
 NN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM639872(NAD 83)
 NN0152_MARKER: DB = BENCH MARK DISK
 NN0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0152_STAMPING: Q 222 1946
 NN0152_MARK LOGO: CGS   
 NN0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0152+STABILITY: SURFACE MOTION
 NN0152
 NN0152  HISTORY     - Date     Condition        Report By
 NN0152  HISTORY     - 1946     MONUMENTED       CGS
 NN0152  HISTORY     - 19940815 GOOD             NEDR
 NN0152
 NN0152                          STATION DESCRIPTION
 NN0152
 NN0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0152'0.9 MI E FROM ORCHARD.
 NN0152'0.9 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE ORCHARD CO-OPERATIVE
 NN0152'CREDIT ASSOCIATION BUILDING AT ORCHARD, ANTELOPE COUNTY, AT THE
 NN0152'INTERSECTION OF A NORTH-AND-SOUTH ROAD, 45 FEET NORTH OF THE
 NN0152'CENTERLINE OF THE HIGHWAY, 28 FEET WEST OF THE CENTERLINE
 NN0152'OF THE ROAD, 13 FEET NORTH OF THE SOUTHEAST CORNER OF A CEMETERY,
 NN0152'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER
 NN0152'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Q 222 1946 AND SET
 NN0152'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NN0152
 NN0152                          STATION RECOVERY (1994)
 NN0152
 NN0152'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0152'ABOUT 0.9 MI (1.4 KM) EAST OF ORCHARD, AT A CEMETERY, ON PUBLIC
 NN0152'RIGHT-OF-WAY AND NEAR THE SOUTHEAST CORNER OF SEC3, T27N, R8W. TO
 NN0152'REACH FROM THE ORCHARD POST OFFICE, GO EAST ON U.S.  HIGHWAY 20 FOR
 NN0152'0.9 MI (1.4 KM) TO THE MARK ON THE LEFT, AT A COUNTY ROAD AND A
 NN0152'CEMETERY. THE DISK IS SET INTO THE TOP OF A CONCRETE POST THAT IS
 NN0152'FLUSH WITH THE GROUND SURFACE AND 15.70 M (51.51 FT) NORTH FROM THE
 NN0152'CENTERLINE OF THE HIGHWAY, 9.50 M (31.17 FT) WEST FROM THE CENTERLINE
 NN0152'OF THE COUNTY ROAD, 23.456 M (76.955 FT) SOUTHEAST FROM X-D NAILS IN A
 NN0152'POWER POLE, 19.085 M (62.615 FT) NORTHWEST FROM A NAIL AND WASHER IN
 NN0152'THE SIDE OF A FENCE CORNER POST, 4.337 M (14.229 FT) NORTH-NORTHEAST
 NN0152'FROM THE CORNER POST OF THE CHAIN LINK FENCE OF THE CEMETERY AND 0.483
 NN0152'M (1.585 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0399 ***********************************************************************
 NN0399  DESIGNATION -  Q 223
 NN0399  PID         -  NN0399
 NN0399  STATE/COUNTY-  NE/BOYD
 NN0399  USGS QUAD   -  NAPER SW (1951)
 NN0399
 NN0399                         *CURRENT SURVEY CONTROL
 NN0399  ___________________________________________________________________
 NN0399* NAD 83(1986)-  42 52 11.     (N)    099 09 33.     (W)     SCALED    
 NN0399* NAVD 88     -       584.080  (meters)    1916.27   (feet)  ADJUSTED  
 NN0399  ___________________________________________________________________
 NN0399  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 NN0399  DYNAMIC HT  -         583.865 (meters)    1915.56  (feet)  COMP
 NN0399  MODELED GRAV-     980,234.5   (mgal)                       NAVD 88
 NN0399
 NN0399  VERT ORDER  -  SECOND    CLASS 0
 NN0399
 NN0399.The horizontal coordinates were scaled from a topographic map and have
 NN0399.an estimated accuracy of +/- 6 seconds.
 NN0399
 NN0399.The orthometric height was determined by differential leveling
 NN0399.and adjusted by the National Geodetic Survey in June 1991..
 NN0399
 NN0399.The geoid height was determined by GEOID03.
 NN0399
 NN0399.The dynamic height is computed by dividing the NAVD 88
 NN0399.geopotential number by the normal gravity value computed on the
 NN0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0399.degrees latitude (g = 980.6199 gals.).
 NN0399
 NN0399.The modeled gravity was interpolated from observed gravity values.
 NN0399
 NN0399;                    North         East    Units  Estimated Accuracy
 NN0399;SPC NE       -   337,480.      568,700.      MT  (+/- 180 meters Scaled)
 NN0399
 NN0399                          SUPERSEDED SURVEY CONTROL
 NN0399
 NN0399  NGVD 29 (??/??/92)  583.823  (m)         1915.43   (f) ADJ UNCH    2 0
 NN0399
 NN0399.Superseded values are not recommended for survey control.
 NN0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0399.See file dsdata.txt to determine how the superseded data were derived.
 NN0399
 NN0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN869463(NAD 83)
 NN0399_MARKER: DB = BENCH MARK DISK
 NN0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0399_STAMPING: Q 223 1946
 NN0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0399+STABILITY: SURFACE MOTION
 NN0399
 NN0399  HISTORY     - Date     Condition        Report By
 NN0399  HISTORY     - 1946     MONUMENTED       CGS
 NN0399
 NN0399                          STATION DESCRIPTION
 NN0399
 NN0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0399'14 MI SE FROM BROCKSBURG.
 NN0399'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0399'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0399'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE
 NN0399'EAST 6.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0399'MARK IS 36.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 NN0399'LINE OF THE ROAD, 48.0 FEET WEST OF A NORTH-SOUTH SECTION LINE
 NN0399'FENCE LEADING NORTH, 6.0 FEET SOUTH OF A FENCE CORNER AND 1.0
 NN0399'FOOT NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED
 NN0399'Q 223 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NN0399'ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1218 ***********************************************************************
 MK1218  DESIGNATION -  Q 224
 MK1218  PID         -  MK1218
 MK1218  STATE/COUNTY-  NE/MADISON
 MK1218  USGS QUAD   -  ENOLA (1976)
 MK1218
 MK1218                         *CURRENT SURVEY CONTROL
 MK1218  ___________________________________________________________________
 MK1218* NAD 83(1986)-  41 59 05.     (N)    097 25 48.     (W)     SCALED    
 MK1218* NAVD 88     -       472.005  (meters)    1548.57   (feet)  ADJUSTED  
 MK1218  ___________________________________________________________________
 MK1218  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 MK1218  DYNAMIC HT  -         471.820 (meters)    1547.96  (feet)  COMP
 MK1218  MODELED GRAV-     980,217.3   (mgal)                       NAVD 88
 MK1218
 MK1218  VERT ORDER  -  FIRST     CLASS II
 MK1218
 MK1218.This mark is at Karl Stefan Mem Airport (OFK)
 MK1218
 MK1218.The horizontal coordinates were scaled from a topographic map and have
 MK1218.an estimated accuracy of +/- 6 seconds.
 MK1218
 MK1218.The orthometric height was determined by differential leveling
 MK1218.and adjusted by the National Geodetic Survey in June 1991..
 MK1218
 MK1218.The geoid height was determined by GEOID03.
 MK1218
 MK1218.The dynamic height is computed by dividing the NAVD 88
 MK1218.geopotential number by the normal gravity value computed on the
 MK1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1218.degrees latitude (g = 980.6199 gals.).
 MK1218
 MK1218.The modeled gravity was interpolated from observed gravity values.
 MK1218
 MK1218;                    North         East    Units  Estimated Accuracy
 MK1218;SPC NE       -   242,030.      712,880.      MT  (+/- 180 meters Scaled)
 MK1218
 MK1218                          SUPERSEDED SURVEY CONTROL
 MK1218
 MK1218  NGVD 29 (??/??/92)  471.820  (m)         1547.96   (f) ADJ UNCH    1 2
 MK1218
 MK1218.Superseded values are not recommended for survey control.
 MK1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1218.See file dsdata.txt to determine how the superseded data were derived.
 MK1218
 MK1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM300492(NAD 83)
 MK1218_MARKER: DB = BENCH MARK DISK
 MK1218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1218_SP_SET: WALL
 MK1218_STAMPING: Q 224 1947
 MK1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1218
 MK1218  HISTORY     - Date     Condition        Report By
 MK1218  HISTORY     - 1947     MONUMENTED       CGS
 MK1218  HISTORY     - 1967     GOOD             NGS
 MK1218  HISTORY     - 1981     GOOD             LOCSUR
 MK1218
 MK1218                          STATION DESCRIPTION
 MK1218
 MK1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK1218'3.6 MI S FROM NORFOLK.
 MK1218'3.4 MILES SOUTH ALONG U.S. HIGHWAY NO. 81 AND 0.2 MILE WEST ALONG
 MK1218'THE AIRPORT ROAD FROM THE JUNCTION OF U.S. HIGHWAY NO. 275
 MK1218'AND U.S. HIGHWAY NO. 81 AT NORFOLK, AT THE WEST (MAIN) ENTRANCE
 MK1218'TO THE ADMINISTRATION BUILDING AT THE NORFOLK MUNICIPAL AIRPORT,
 MK1218'3.9 FEET ABOVE THE TOP OF THE CONCRETE WALK, 1.5 FOOT SOUTH
 MK1218'OF THE SOUTH EDGE OF THE MAIN ENTRANCE DOOR, 1.5 FOOT NORTH
 MK1218'OF THE NORTH EDGE OF A CURVE GLASS WINDOW, SET VERTICALLY
 MK1218'IN THE WEST CONCRETE WALL OF THE BUILDING.
 MK1218
 MK1218                          STATION RECOVERY (1967)
 MK1218
 MK1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MK1218'RECOVERED IN GOOD CONDITION.
 MK1218
 MK1218                          STATION RECOVERY (1981)
 MK1218
 MK1218'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MK1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0613 ***********************************************************************
 NM0613  DESIGNATION -  Q 225
 NM0613  PID         -  NM0613
 NM0613  STATE/COUNTY-  NE/WAYNE
 NM0613  USGS QUAD   -  ALTONA NW (1966)
 NM0613
 NM0613                         *CURRENT SURVEY CONTROL
 NM0613  ___________________________________________________________________
 NM0613* NAD 83(1986)-  42 14 10.     (N)    096 59 13.     (W)     SCALED    
 NM0613* NAVD 88     -       436.687  (meters)    1432.70   (feet)  ADJUSTED  
 NM0613  ___________________________________________________________________
 NM0613  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 NM0613  DYNAMIC HT  -         436.536 (meters)    1432.20  (feet)  COMP
 NM0613  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 NM0613
 NM0613  VERT ORDER  -  FIRST     CLASS II
 NM0613
 NM0613.This mark is at Wayne Municipal Airport (LCG)
 NM0613
 NM0613.The horizontal coordinates were scaled from a topographic map and have
 NM0613.an estimated accuracy of +/- 6 seconds.
 NM0613
 NM0613.The orthometric height was determined by differential leveling
 NM0613.and adjusted by the National Geodetic Survey in June 1991..
 NM0613
 NM0613.The geoid height was determined by GEOID03.
 NM0613
 NM0613.The dynamic height is computed by dividing the NAVD 88
 NM0613.geopotential number by the normal gravity value computed on the
 NM0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0613.degrees latitude (g = 980.6199 gals.).
 NM0613
 NM0613.The modeled gravity was interpolated from observed gravity values.
 NM0613
 NM0613;                    North         East    Units  Estimated Accuracy
 NM0613;SPC NE       -   271,110.      748,590.      MT  (+/- 180 meters Scaled)
 NM0613
 NM0613                          SUPERSEDED SURVEY CONTROL
 NM0613
 NM0613  NGVD 29 (??/??/92)  436.510  (m)         1432.12   (f) ADJ UNCH    1 2
 NM0613
 NM0613.Superseded values are not recommended for survey control.
 NM0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0613.See file dsdata.txt to determine how the superseded data were derived.
 NM0613
 NM0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM661779(NAD 83)
 NM0613_MARKER: DB = BENCH MARK DISK
 NM0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0613_STAMPING: Q 225 1947
 NM0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0613+STABILITY: SURFACE MOTION
 NM0613
 NM0613  HISTORY     - Date     Condition        Report By
 NM0613  HISTORY     - 1947     MONUMENTED       CGS
 NM0613
 NM0613                          STATION DESCRIPTION
 NM0613
 NM0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0613'2 MI NE FROM WAYNE.
 NM0613'TO REACH FROM THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0613'RAILWAY STATION AT WAYNE, PROCEED 0.45 MILE NORTH ALONG STATE
 NM0613'HIGHWAYS NO. 15 AND NO. 35 TO THE JUNCTION OF SEVENTH STREET,
 NM0613'THENCE 1.6 MILE EAST ALONG SEVENTH STREET AND A GRAVEL ROAD
 NM0613'TO THE WAYNE MUNICIPAL AIRPORT.  BENCH MARK IS 72.8 FEET NORTHWEST
 NM0613'OF THE NORTHWEST CORNER OF THE ADMINISTRATION BUILDING, 23.8
 NM0613'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN HANGAR,
 NM0613'4.3 FEET EAST OF A STEEL POST WHICH IS AT THE CORNER OF A HEAVY
 NM0613'NET WIRE AND IRON PIPE FENCE, 1.0 FOOT SOUTH OF THE EAST-WEST
 NM0613'PORTION OF THE FENCE, SET IN A CONCRETE POST PROJECTING 0.2
 NM0613'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0516 ***********************************************************************
 NN0516  DESIGNATION -  Q 226
 NN0516  PID         -  NN0516
 NN0516  STATE/COUNTY-  NE/BROWN
 NN0516  USGS QUAD   -  AINSWORTH SW (1954)
 NN0516
 NN0516                         *CURRENT SURVEY CONTROL
 NN0516  ___________________________________________________________________
 NN0516* NAD 83(1986)-  42 33 00.     (N)    099 52 54.     (W)     SCALED    
 NN0516* NAVD 88     -       766.944  (meters)    2516.22   (feet)  ADJUSTED  
 NN0516  ___________________________________________________________________
 NN0516  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 NN0516  DYNAMIC HT  -         766.621 (meters)    2515.16  (feet)  COMP
 NN0516  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 NN0516
 NN0516  VERT ORDER  -  FIRST     CLASS II
 NN0516
 NN0516.The horizontal coordinates were scaled from a topographic map and have
 NN0516.an estimated accuracy of +/- 6 seconds.
 NN0516
 NN0516.The orthometric height was determined by differential leveling
 NN0516.and adjusted by the National Geodetic Survey in June 1991..
 NN0516
 NN0516.The geoid height was determined by GEOID03.
 NN0516
 NN0516.The dynamic height is computed by dividing the NAVD 88
 NN0516.geopotential number by the normal gravity value computed on the
 NN0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0516.degrees latitude (g = 980.6199 gals.).
 NN0516
 NN0516.The modeled gravity was interpolated from observed gravity values.
 NN0516
 NN0516;                    North         East    Units  Estimated Accuracy
 NN0516;SPC NE       -   301,640.      509,720.      MT  (+/- 180 meters Scaled)
 NN0516
 NN0516                          SUPERSEDED SURVEY CONTROL
 NN0516
 NN0516  NGVD 29 (??/??/92)  766.649  (m)         2515.25   (f) ADJ UNCH    1 2
 NN0516
 NN0516.Superseded values are not recommended for survey control.
 NN0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0516.See file dsdata.txt to determine how the superseded data were derived.
 NN0516
 NN0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN276112(NAD 83)
 NN0516_MARKER: DB = BENCH MARK DISK
 NN0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0516_STAMPING: Q 226 1946
 NN0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0516+STABILITY: SURFACE MOTION
 NN0516
 NN0516  HISTORY     - Date     Condition        Report By
 NN0516  HISTORY     - 1946     MONUMENTED       CGS
 NN0516
 NN0516                          STATION DESCRIPTION
 NN0516
 NN0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0516'0.9 MI E FROM AINSWORTH.
 NN0516'0.9 MILE WEST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 NN0516'AT AINSWORTH, BROWN COUNTY, AT A 6-FOOT CORRUGATED-IRON CULVERT,
 NN0516'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL, 20 FEET
 NN0516'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 NN0516'HIGHWAY.  A STANDARD DISK, STAMPED Q 266 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0605 ***********************************************************************
 NN0605  DESIGNATION -  Q 226 RESET
 NN0605  PID         -  NN0605
 NN0605  STATE/COUNTY-  NE/BROWN
 NN0605  USGS QUAD   -  AINSWORTH SW (1954)
 NN0605
 NN0605                         *CURRENT SURVEY CONTROL
 NN0605  ___________________________________________________________________
 NN0605* NAD 83(1986)-  42 33 00.     (N)    099 52 54.     (W)     SCALED    
 NN0605* NAVD 88     -       767.22   (+/-2cm)    2517.1    (feet)  VERTCON   
 NN0605  ___________________________________________________________________
 NN0605  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 NN0605
 NN0605  VERT ORDER  -  THIRD (See Below)
 NN0605
 NN0605.The horizontal coordinates were scaled from a topographic map and have
 NN0605.an estimated accuracy of +/- 6 seconds.
 NN0605
 NN0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0605.The vertical order pertains to the NGVD 29 superseded value.
 NN0605
 NN0605.The geoid height was determined by GEOID03.
 NN0605
 NN0605;                    North         East    Units  Estimated Accuracy
 NN0605;SPC NE       -   301,640.      509,720.      MT  (+/- 180 meters Scaled)
 NN0605
 NN0605                          SUPERSEDED SURVEY CONTROL
 NN0605
 NN0605  NGVD 29 (08/02/06)  766.92   (m)         2516.1    (f) RESET       3  
 NN0605
 NN0605.Superseded values are not recommended for survey control.
 NN0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0605.See file dsdata.txt to determine how the superseded data were derived.
 NN0605
 NN0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN276112(NAD 83)
 NN0605_MARKER: DB = BENCH MARK DISK
 NN0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0605_STAMPING: Q 226 RESET 1977
 NN0605_PROJECTION: FLUSH
 NN0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0605+STABILITY: SURFACE MOTION
 NN0605
 NN0605  HISTORY     - Date     Condition        Report By
 NN0605  HISTORY     - 1977     MONUMENTED       NEDR
 NN0605
 NN0605                          STATION DESCRIPTION
 NN0605
 NN0605'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1977
 NN0605'0.9 MI WEST FROM AINSWOOTH.
 NN0605'0.9 MILE WEST ALONG U.S.HIGHWAY 20 FROM THE COUNTY COURTHOUSE IN
 NN0605'AINSWORTH, AT A 6 FOOT CORRUGATED-IRON CULVERT, IN THE TOP OF THE
 NN0605'EAST END OF THE NORTH CONCRETE HEADWALL, 20 FEET NORTH OF THE
 NN0605'CENTERLINE OF THE HIGHWAY.
 NN0605'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0077 ***********************************************************************
 NO0077  DESIGNATION -  Q 227
 NO0077  PID         -  NO0077
 NO0077  STATE/COUNTY-  NE/BROWN
 NO0077  USGS QUAD   -  JOHNSTOWN (1985)
 NO0077
 NO0077                         *CURRENT SURVEY CONTROL
 NO0077  ___________________________________________________________________
 NO0077* NAD 83(1986)-  42 37 18.     (N)    100 02 53.     (W)     SCALED    
 NO0077* NAVD 88     -       783.138  (meters)    2569.35   (feet)  ADJUSTED  
 NO0077  ___________________________________________________________________
 NO0077  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 NO0077  DYNAMIC HT  -         782.814 (meters)    2568.28  (feet)  COMP
 NO0077  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 NO0077
 NO0077  VERT ORDER  -  SECOND    CLASS 0
 NO0077
 NO0077.The horizontal coordinates were scaled from a topographic map and have
 NO0077.an estimated accuracy of +/- 6 seconds.
 NO0077
 NO0077.The orthometric height was determined by differential leveling
 NO0077.and adjusted by the National Geodetic Survey in June 1991..
 NO0077
 NO0077.The geoid height was determined by GEOID03.
 NO0077
 NO0077.The dynamic height is computed by dividing the NAVD 88
 NO0077.geopotential number by the normal gravity value computed on the
 NO0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0077.degrees latitude (g = 980.6199 gals.).
 NO0077
 NO0077.The modeled gravity was interpolated from observed gravity values.
 NO0077
 NO0077;                    North         East    Units  Estimated Accuracy
 NO0077;SPC NE       -   309,600.      496,060.      MT  (+/- 180 meters Scaled)
 NO0077
 NO0077                          SUPERSEDED SURVEY CONTROL
 NO0077
 NO0077  NGVD 29 (??/??/92)  782.841  (m)         2568.37   (f) ADJ UNCH    2 0
 NO0077
 NO0077.Superseded values are not recommended for survey control.
 NO0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0077.See file dsdata.txt to determine how the superseded data were derived.
 NO0077
 NO0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN140193(NAD 83)
 NO0077_MARKER: DB = BENCH MARK DISK
 NO0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0077_STAMPING: Q 227 1946
 NO0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0077+STABILITY: SURFACE MOTION
 NO0077
 NO0077  HISTORY     - Date     Condition        Report By
 NO0077  HISTORY     - 1946     MONUMENTED       CGS
 NO0077
 NO0077                          STATION DESCRIPTION
 NO0077
 NO0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0077'4 MI N FROM JOHNSTOWN.
 NO0077'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0077'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 3.6
 NO0077'MILES NORTH ALONG A DIRT ROAD, AND AT THE JUNCTION WITH A DIRT
 NO0077'ROAD LEADING EAST, 84 FEET EAST OF THE CENTER LINE OF THE
 NO0077'NORTH-SOUTH ROAD, 27 FEET SOUTH OF AND ABOUT 2 FEET HIGHER THAN
 NO0077'THE CENTER LINE OF THE EAST-WEST ROAD, 1 FOOT NORTH OF THE
 NO0077'RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A 4 IN X 4 IN MARKER POST.
 NO0077'A BRONZE DISC STAMPED Q 227 1946 AND SET IN THE TOP OF A CONCRETE
 NO0077'POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  STAMPED Q 227
 NO0077'1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0035 ***********************************************************************
 NO0035  DESIGNATION -  Q 228
 NO0035  PID         -  NO0035
 NO0035  STATE/COUNTY-  NE/CHERRY
 NO0035  USGS QUAD   -  THATCHER (1983)
 NO0035
 NO0035                         *CURRENT SURVEY CONTROL
 NO0035  ___________________________________________________________________
 NO0035* NAD 83(1986)-  42 45 59.     (N)    100 22 51.     (W)     SCALED    
 NO0035* NAVD 88     -       823.296  (meters)    2701.10   (feet)  ADJUSTED  
 NO0035  ___________________________________________________________________
 NO0035  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 NO0035  DYNAMIC HT  -         822.964 (meters)    2700.01  (feet)  COMP
 NO0035  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 NO0035
 NO0035  VERT ORDER  -  FIRST     CLASS II
 NO0035
 NO0035.The horizontal coordinates were scaled from a topographic map and have
 NO0035.an estimated accuracy of +/- 6 seconds.
 NO0035
 NO0035.The orthometric height was determined by differential leveling
 NO0035.and adjusted by the National Geodetic Survey in June 1991..
 NO0035
 NO0035.The geoid height was determined by GEOID03.
 NO0035
 NO0035.The dynamic height is computed by dividing the NAVD 88
 NO0035.geopotential number by the normal gravity value computed on the
 NO0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0035.degrees latitude (g = 980.6199 gals.).
 NO0035
 NO0035.The modeled gravity was interpolated from observed gravity values.
 NO0035
 NO0035;                    North         East    Units  Estimated Accuracy
 NO0035;SPC NE       -   325,740.      468,830.      MT  (+/- 180 meters Scaled)
 NO0035
 NO0035                          SUPERSEDED SURVEY CONTROL
 NO0035
 NO0035  NGVD 29 (??/??/92)  823.015  (m)         2700.18   (f) ADJ UNCH    1 2
 NO0035
 NO0035.Superseded values are not recommended for survey control.
 NO0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0035.See file dsdata.txt to determine how the superseded data were derived.
 NO0035
 NO0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN870357(NAD 83)
 NO0035_MARKER: DB = BENCH MARK DISK
 NO0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0035_STAMPING: Q 228 1946
 NO0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0035+STABILITY: SURFACE MOTION
 NO0035
 NO0035  HISTORY     - Date     Condition        Report By
 NO0035  HISTORY     - 1946     MONUMENTED       CGS
 NO0035
 NO0035                          STATION DESCRIPTION
 NO0035
 NO0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0035'2.8 MI NW FROM ARABIA.
 NO0035'2.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0035'FROM THE STATION AT ARABIA, CHERRY COUNTY, 8 POLES NORTHWEST
 NO0035'OF MILEPOST 256, 100 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NO0035'TRACK, 57 FEET SOUTHWEST OF A POLE, 1 FOOT NORTHEAST OF THE
 NO0035'RIGHT-OF-WAY FENCE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS
 NO0035'POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 NO0035'Q 228 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0035'5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0049 ***********************************************************************
 NO0049  DESIGNATION -  Q 229
 NO0049  PID         -  NO0049
 NO0049  STATE/COUNTY-  NE/KEYA PAHA
 NO0049  USGS QUAD   -  NORDEN NW (1983)
 NO0049
 NO0049                         *CURRENT SURVEY CONTROL
 NO0049  ___________________________________________________________________
 NO0049* NAD 83(1986)-  42 55 33.     (N)    100 09 29.     (W)     SCALED    
 NO0049* NAVD 88     -       768.471  (meters)    2521.23   (feet)  ADJUSTED  
 NO0049  ___________________________________________________________________
 NO0049  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 NO0049  DYNAMIC HT  -         768.168 (meters)    2520.23  (feet)  COMP
 NO0049  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 NO0049
 NO0049  VERT ORDER  -  SECOND    CLASS 0
 NO0049
 NO0049.The horizontal coordinates were scaled from a topographic map and have
 NO0049.an estimated accuracy of +/- 6 seconds.
 NO0049
 NO0049.The orthometric height was determined by differential leveling
 NO0049.and adjusted by the National Geodetic Survey in June 1991..
 NO0049
 NO0049.The geoid height was determined by GEOID03.
 NO0049
 NO0049.The dynamic height is computed by dividing the NAVD 88
 NO0049.geopotential number by the normal gravity value computed on the
 NO0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0049.degrees latitude (g = 980.6199 gals.).
 NO0049
 NO0049.The modeled gravity was interpolated from observed gravity values.
 NO0049
 NO0049;                    North         East    Units  Estimated Accuracy
 NO0049;SPC NE       -   343,390.      487,100.      MT  (+/- 180 meters Scaled)
 NO0049
 NO0049                          SUPERSEDED SURVEY CONTROL
 NO0049
 NO0049  NGVD 29 (??/??/92)  768.152  (m)         2520.18   (f) ADJ UNCH    2 0
 NO0049
 NO0049.Superseded values are not recommended for survey control.
 NO0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0049.See file dsdata.txt to determine how the superseded data were derived.
 NO0049
 NO0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN054532(NAD 83)
 NO0049_MARKER: DB = BENCH MARK DISK
 NO0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0049_STAMPING: Q 229 1946
 NO0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0049+STABILITY: SURFACE MOTION
 NO0049
 NO0049  HISTORY     - Date     Condition        Report By
 NO0049  HISTORY     - 1946     MONUMENTED       CGS
 NO0049
 NO0049                          STATION DESCRIPTION
 NO0049
 NO0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0049'8 MI NW FROM NORDEN.
 NO0049'ABOUT 6.0 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM
 NO0049'NORDEN, THENCE 2.0 MILES NORTH ALONG A DIRT SECTION LINE ROAD,
 NO0049'AND AT THE JUNCTION WITH A ROAD LEADING EAST, 88 FEET EAST OF THE
 NO0049'CENTER LINE OF THE NORTH-SOUTH ROAD, 20 FEET NORTH OF AND ABOUT
 NO0049'2 FEET HIGHER THAN THE CENTER LINE OF THE EAST-WEST ROAD, 1 FOOT
 NO0049'SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A 4 IN X 4 IN
 NO0049'MARKER POST.  PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED
 NO0049'Q 229 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0220 ***********************************************************************
 LJ0220  DESIGNATION -  Q 23
 LJ0220  PID         -  LJ0220
 LJ0220  STATE/COUNTY-  NE/HITCHCOCK
 LJ0220  USGS QUAD   -  TRENTON SE (1976)
 LJ0220
 LJ0220                         *CURRENT SURVEY CONTROL
 LJ0220  ___________________________________________________________________
 LJ0220* NAD 83(1986)-  40 06 46.     (N)    101 02 29.     (W)     SCALED    
 LJ0220* NAVD 88     -       883.524  (meters)    2898.70   (feet)  ADJUSTED  
 LJ0220  ___________________________________________________________________
 LJ0220  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 LJ0220  DYNAMIC HT  -         882.902 (meters)    2896.65  (feet)  COMP
 LJ0220  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 LJ0220
 LJ0220  VERT ORDER  -  SECOND    CLASS 0
 LJ0220
 LJ0220.The horizontal coordinates were scaled from a topographic map and have
 LJ0220.an estimated accuracy of +/- 6 seconds.
 LJ0220
 LJ0220.The orthometric height was determined by differential leveling
 LJ0220.and adjusted by the National Geodetic Survey in June 1991..
 LJ0220
 LJ0220.The geoid height was determined by GEOID03.
 LJ0220
 LJ0220.The dynamic height is computed by dividing the NAVD 88
 LJ0220.geopotential number by the normal gravity value computed on the
 LJ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0220.degrees latitude (g = 980.6199 gals.).
 LJ0220
 LJ0220.The modeled gravity was interpolated from observed gravity values.
 LJ0220
 LJ0220;                    North         East    Units  Estimated Accuracy
 LJ0220;SPC NE       -    31,560.      411,230.      MT  (+/- 180 meters Scaled)
 LJ0220
 LJ0220                          SUPERSEDED SURVEY CONTROL
 LJ0220
 LJ0220  NGVD 29 (??/??/92)  883.180  (m)         2897.57   (f) ADJ UNCH    2 0
 LJ0220
 LJ0220.Superseded values are not recommended for survey control.
 LJ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0220.See file dsdata.txt to determine how the superseded data were derived.
 LJ0220
 LJ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK260422(NAD 83)
 LJ0220_MARKER: DB = BENCH MARK DISK
 LJ0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0220_STAMPING: Q-23 1934
 LJ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0220+STABILITY: SURFACE MOTION
 LJ0220
 LJ0220  HISTORY     - Date     Condition        Report By
 LJ0220  HISTORY     - 1934     MONUMENTED       CGS
 LJ0220  HISTORY     - 1959     GOOD             NGS
 LJ0220
 LJ0220                          STATION DESCRIPTION
 LJ0220
 LJ0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0220'5.8 MI S FROM TRENTON.
 LJ0220'5.8 MILES S OF AND ALONG STATE HWY 17.  34 FT E OF CENTER OF
 LJ0220'HIGHWAY IN CORNER OF FENCE, 24 FT S OF CENTER OF T ROAD RUNNING
 LJ0220'E AND W, MARK IS 110 YARDS N OF SCHOOL BUILDING.
 LJ0220
 LJ0220                          STATION RECOVERY (1959)
 LJ0220
 LJ0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LJ0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0347 ***********************************************************************
 MK0347  DESIGNATION -  Q 230 RESET
 MK0347  PID         -  MK0347
 MK0347  STATE/COUNTY-  NE/BURT
 MK0347  USGS QUAD   -  CRAIG (1970)
 MK0347
 MK0347                         *CURRENT SURVEY CONTROL
 MK0347  ___________________________________________________________________
 MK0347* NAD 83(1986)-  41 47 06.     (N)    096 17 18.     (W)     SCALED    
 MK0347* NAVD 88     -       349.47   (meters)    1146.6    (feet)  RESET     
 MK0347  ___________________________________________________________________
 MK0347  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 MK0347
 MK0347  VERT ORDER  -  THIRD
 MK0347
 MK0347.The horizontal coordinates were scaled from a topographic map and have
 MK0347.an estimated accuracy of +/- 6 seconds.
 MK0347
 MK0347.The orthometric height was computed from unverified reset data.
 MK0347
 MK0347.The geoid height was determined by GEOID03.
 MK0347
 MK0347;                    North         East    Units  Estimated Accuracy
 MK0347;SPC NE       -   223,310.      808,350.      MT  (+/- 180 meters Scaled)
 MK0347
 MK0347                          SUPERSEDED SURVEY CONTROL
 MK0347
 MK0347  NGVD 29 (??/??/??)  349.33   (m)         1146.1    (f) RESET       3  
 MK0347
 MK0347.Superseded values are not recommended for survey control.
 MK0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0347.See file dsdata.txt to determine how the superseded data were derived.
 MK0347
 MK0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM253294(NAD 83)
 MK0347_MARKER: DB = BENCH MARK DISK
 MK0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0347_STAMPING: Q 230 1947 RESET - 51
 MK0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0347+STABILITY: SURFACE MOTION
 MK0347
 MK0347  HISTORY     - Date     Condition        Report By
 MK0347  HISTORY     - 1951     MONUMENTED       CGS
 MK0347  HISTORY     - 1951     GOOD             NGS
 MK0347  HISTORY     - 1965     POOR             NGS
 MK0347
 MK0347                          STATION DESCRIPTION
 MK0347
 MK0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MK0347'4 MI W FROM TEKAMAH.
 MK0347'THE BENCH MARK IS 4.0 MILES WEST ALONG U.S. HIGHWAY 73 W FROM
 MK0347'THE COURT HOUSE IN TEKAMAH, 148 FEET NORTHEAST OF THE APPROXIMATE
 MK0347'CENTER OF U.S. HIGHWAY 73 W, 103 FEET SOUTHWEST OF THE WEST
 MK0347'SIDE OF MR. HENRY M. PARRENS FARM HOUSE, 89.5 FEET EAST OF A
 MK0347'TELEPHONE POLE NO. 15 A, 50.77 FEET SOUTH-SOUTHEAST OF THE
 MK0347'POINT WHERE BENCH MARK Q 230 1947 WAS LOCATED.  THE ORIGINAL
 MK0347'DISK IS RESET IN AN 8-INCH SQUARE CONCRETE POST THAT IS FLUSH
 MK0347'WITH THE GROUND.  NOTE-- POST IS LEANING, LOOKS LIKE IT HAS BEEN
 MK0347'HIT BY TRACTOR.
 MK0347
 MK0347                          STATION RECOVERY (1965)
 MK0347
 MK0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MK0347'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0321 ***********************************************************************
 MK0321  DESIGNATION -  Q 231
 MK0321  PID         -  MK0321
 MK0321  STATE/COUNTY-  NE/BURT
 MK0321  USGS QUAD   -  BERTHA (1970)
 MK0321
 MK0321                         *CURRENT SURVEY CONTROL
 MK0321  ___________________________________________________________________
 MK0321* NAD 83(1986)-  41 54 00.     (N)    096 20 50.     (W)     SCALED    
 MK0321* NAVD 88     -       418.045  (meters)    1371.54   (feet)  ADJUSTED  
 MK0321  ___________________________________________________________________
 MK0321  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 MK0321  DYNAMIC HT  -         417.893 (meters)    1371.04  (feet)  COMP
 MK0321  MODELED GRAV-     980,244.7   (mgal)                       NAVD 88
 MK0321
 MK0321  VERT ORDER  -  SECOND    CLASS 0
 MK0321
 MK0321.The horizontal coordinates were scaled from a topographic map and have
 MK0321.an estimated accuracy of +/- 6 seconds.
 MK0321
 MK0321.The orthometric height was determined by differential leveling
 MK0321.and adjusted by the National Geodetic Survey in June 1991..
 MK0321
 MK0321.The geoid height was determined by GEOID03.
 MK0321
 MK0321.The dynamic height is computed by dividing the NAVD 88
 MK0321.geopotential number by the normal gravity value computed on the
 MK0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0321.degrees latitude (g = 980.6199 gals.).
 MK0321
 MK0321.The modeled gravity was interpolated from observed gravity values.
 MK0321
 MK0321;                    North         East    Units  Estimated Accuracy
 MK0321;SPC NE       -   235,850.      802,920.      MT  (+/- 180 meters Scaled)
 MK0321
 MK0321                          SUPERSEDED SURVEY CONTROL
 MK0321
 MK0321  NGVD 29 (??/??/92)  417.900  (m)         1371.06   (f) ADJ UNCH    2 0
 MK0321
 MK0321.Superseded values are not recommended for survey control.
 MK0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0321.See file dsdata.txt to determine how the superseded data were derived.
 MK0321
 MK0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM200420(NAD 83)
 MK0321_MARKER: DB = BENCH MARK DISK
 MK0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0321_STAMPING: Q 231 1947
 MK0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0321+STABILITY: SURFACE MOTION
 MK0321
 MK0321  HISTORY     - Date     Condition        Report By
 MK0321  HISTORY     - 1947     MONUMENTED       CGS
 MK0321  HISTORY     - 1970     MARK NOT FOUND   USGS
 MK0321
 MK0321                          STATION DESCRIPTION
 MK0321
 MK0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0321'8.6 MI N FROM CRAIG.
 MK0321'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73 W FROM THE HIGH SCHOOL
 MK0321'AT CRAIG, THENCE 7.9 MILES NORTH ALONG A GRAVEL ROAD, 0.1 MILE
 MK0321'SOUTH OF A CROSS ROAD AT THE JUNCTION OF A PRIVATE ROAD LEADING
 MK0321'WEST TO A FARM HOUSE AND ON THE SOUTH SLOPE OF A HILL, 30.5
 MK0321'FEET NORTH OF POWER LINE POLE NO. C 94, 29.0 FEET WEST OF THE
 MK0321'CENTER OF THE NORTH-SOUTH ROAD, 19.0 FEET NORTH OF THE CENTER
 MK0321'OF THE PRIVATE ROAD, 2.0 FEET SOUTH OF A REFERENCE POST,
 MK0321'1.0 FOOT EAST OF THE WEST RIGHT OF WAY FENCE, SET IN A CONCRETE
 MK0321'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.
 MK0321
 MK0321                          STATION RECOVERY (1970)
 MK0321
 MK0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MK0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0645 ***********************************************************************
 MK0645  DESIGNATION -  Q 233
 MK0645  PID         -  MK0645
 MK0645  STATE/COUNTY-  NE/DOUGLAS
 MK0645  USGS QUAD   -  IRVINGTON (1984)
 MK0645
 MK0645                         *CURRENT SURVEY CONTROL
 MK0645  ___________________________________________________________________
 MK0645* NAD 83(1986)-  41 21 52.     (N)    096 05 40.     (W)     SCALED    
 MK0645* NAVD 88     -       356.695  (meters)    1170.26   (feet)  ADJUSTED  
 MK0645  ___________________________________________________________________
 MK0645  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 MK0645  DYNAMIC HT  -         356.529 (meters)    1169.71  (feet)  COMP
 MK0645  MODELED GRAV-     980,148.3   (mgal)                       NAVD 88
 MK0645
 MK0645  VERT ORDER  -  SECOND    CLASS 0
 MK0645
 MK0645.The horizontal coordinates were scaled from a topographic map and have
 MK0645.an estimated accuracy of +/- 6 seconds.
 MK0645
 MK0645.The orthometric height was determined by differential leveling
 MK0645.and adjusted by the National Geodetic Survey in June 1991..
 MK0645
 MK0645.The geoid height was determined by GEOID03.
 MK0645
 MK0645.The dynamic height is computed by dividing the NAVD 88
 MK0645.geopotential number by the normal gravity value computed on the
 MK0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0645.degrees latitude (g = 980.6199 gals.).
 MK0645
 MK0645.The modeled gravity was interpolated from observed gravity values.
 MK0645
 MK0645;                    North         East    Units  Estimated Accuracy
 MK0645;SPC NE       -   177,370.      826,560.      MT  (+/- 180 meters Scaled)
 MK0645
 MK0645                          SUPERSEDED SURVEY CONTROL
 MK0645
 MK0645  NGVD 29 (??/??/92)  356.566  (m)         1169.83   (f) ADJ UNCH    2 0
 MK0645
 MK0645.Superseded values are not recommended for survey control.
 MK0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0645.See file dsdata.txt to determine how the superseded data were derived.
 MK0645
 MK0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL430832(NAD 83)
 MK0645_MARKER: DB = BENCH MARK DISK
 MK0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0645_STAMPING: Q 233 1947
 MK0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0645+STABILITY: SURFACE MOTION
 MK0645
 MK0645  HISTORY     - Date     Condition        Report By
 MK0645  HISTORY     - 1947     MONUMENTED       CGS
 MK0645  HISTORY     - 1976     GOOD             LOCSUR
 MK0645
 MK0645                          STATION DESCRIPTION
 MK0645
 MK0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0645'3.6 MI E FROM BENNINGTON.
 MK0645'3.6 MILES EAST ALONG NEBRASKA STATE HIGHWAY 36 FROM THE PUBLIC
 MK0645'SCHOOL AT BENNINGTON, AT A ROAD CROSSING, 78 FEET EAST OF THE
 MK0645'CENTER LINE OF A NORTH-SOUTH ROAD, 21 FEET NORTH OF AND 3 FEET
 MK0645'LOWER THAN THE CENTER LINE OF NEBRASKA STATE HIGHWAY 36, IN THE
 MK0645'TOP OF THE WEST END OF THE NORTH HEADWALL OF A LARGE CONCRETE
 MK0645'CULVERT.
 MK0645
 MK0645                          STATION RECOVERY (1976)
 MK0645
 MK0645'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0536 ***********************************************************************
 MK0536  DESIGNATION -  Q 234
 MK0536  PID         -  MK0536
 MK0536  STATE/COUNTY-  NE/WASHINGTON
 MK0536  USGS QUAD   -  FORT CALHOUN (1975)
 MK0536
 MK0536                         *CURRENT SURVEY CONTROL
 MK0536  ___________________________________________________________________
 MK0536* NAD 83(1986)-  41 27 20.     (N)    096 01 40.     (W)     SCALED    
 MK0536* NAVD 88     -       338.528  (meters)    1110.65   (feet)  ADJUSTED  
 MK0536  ___________________________________________________________________
 MK0536  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 MK0536  DYNAMIC HT  -         338.368 (meters)    1110.13  (feet)  COMP
 MK0536  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 MK0536
 MK0536  VERT ORDER  -  SECOND    CLASS 0
 MK0536
 MK0536.The horizontal coordinates were scaled from a topographic map and have
 MK0536.an estimated accuracy of +/- 6 seconds.
 MK0536
 MK0536.The orthometric height was determined by differential leveling
 MK0536.and adjusted by the National Geodetic Survey in June 1991..
 MK0536
 MK0536.The geoid height was determined by GEOID03.
 MK0536
 MK0536.The dynamic height is computed by dividing the NAVD 88
 MK0536.geopotential number by the normal gravity value computed on the
 MK0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0536.degrees latitude (g = 980.6199 gals.).
 MK0536
 MK0536.The modeled gravity was interpolated from observed gravity values.
 MK0536
 MK0536;                    North         East    Units  Estimated Accuracy
 MK0536;SPC NE       -   187,730.      831,660.      MT  (+/- 180 meters Scaled)
 MK0536
 MK0536                          SUPERSEDED SURVEY CONTROL
 MK0536
 MK0536  NGVD 29 (??/??/92)  338.385  (m)         1110.18   (f) ADJ UNCH    2 0
 MK0536
 MK0536.Superseded values are not recommended for survey control.
 MK0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0536.See file dsdata.txt to determine how the superseded data were derived.
 MK0536
 MK0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL482935(NAD 83)
 MK0536_MARKER: DB = BENCH MARK DISK
 MK0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0536_STAMPING: Q 234 1947
 MK0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0536+STABILITY: SURFACE MOTION
 MK0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0536+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 MK0536
 MK0536  HISTORY     - Date     Condition        Report By
 MK0536  HISTORY     - 1947     MONUMENTED       CGS
 MK0536  HISTORY     - 20050712 GOOD             GEOCAC
 MK0536
 MK0536                          STATION DESCRIPTION
 MK0536
 MK0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0536'AT FORT CALHOUN.
 MK0536'AT FORT CALHOUN, ABOUT ONE BLOCK WEST OF THE POST OFFICE AND IN
 MK0536'THE CITY PARK, AT THE NORTHEAST CORNER OF THE PARK, 69 FEET NORTH
 MK0536'OF A LEWIS AND CLARK MONUMENT, 37 FEET SOUTH OF THE CENTER LINE
 MK0536'OF AN EAST-WEST STREET AND LEVEL WITH IT, 12.4 FEET SOUTHWEST
 MK0536'OF A FLAG POLE, 8.0 FEET SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 MK0536'SIDEWALK, 7.5 FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH
 MK0536'SIDEWALK, 7.5 FEET NORTHEAST OF A 4-INCH ELM TREE, SET IN THE
 MK0536'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0536
 MK0536                          STATION RECOVERY (2005)
 MK0536
 MK0536'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 MK0536'AT FORT CALHOUN ONE BLOCK WEST OF US HIGHWAY 75, NEAR THE NORTHWEST
 MK0536'CORNER OF A CITY PARK, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 MK0536'MONROE STREET AND 15TH STREET, 69 FEET NORTH OF A LEWIS AND CLARK
 MK0536'MONUMENT, 37.0 FEET SOUTH OF THE CENTERLINE OF MONROE STREET, 23.0
 MK0536'FEET SOUTHWEST OF A WOOD UTILITY POLE, 14.5 FEET WEST OF A FIRE
 MK0536'HYDRANT, 7.5 FEET WEST OF THE WEST EDGE OF A SIDEWALK ON THE WEST SIDE
 MK0536'OF 15TH STREET, RECESSED ONE INCH AND AT HANDHELD COORDINATES
 MK0536'N41-27-20.58 W096-01-39.96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0205 ***********************************************************************
 NM0205  DESIGNATION -  Q 235
 NM0205  PID         -  NM0205
 NM0205  STATE/COUNTY-  NE/DAKOTA
 NM0205  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0205
 NM0205                         *CURRENT SURVEY CONTROL
 NM0205  ___________________________________________________________________
 NM0205* NAD 83(1986)-  42 26 15.     (N)    096 24 50.     (W)     SCALED    
 NM0205* NAVD 88     -       335.309  (meters)    1100.09   (feet)  ADJUSTED  
 NM0205  ___________________________________________________________________
 NM0205  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 NM0205  DYNAMIC HT  -         335.202 (meters)    1099.74  (feet)  COMP
 NM0205  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 NM0205
 NM0205  VERT ORDER  -  FIRST     CLASS II
 NM0205
 NM0205.The horizontal coordinates were scaled from a topographic map and have
 NM0205.an estimated accuracy of +/- 6 seconds.
 NM0205
 NM0205.The orthometric height was determined by differential leveling
 NM0205.and adjusted by the National Geodetic Survey in June 1991..
 NM0205
 NM0205.The geoid height was determined by GEOID03.
 NM0205
 NM0205.The dynamic height is computed by dividing the NAVD 88
 NM0205.geopotential number by the normal gravity value computed on the
 NM0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0205.degrees latitude (g = 980.6199 gals.).
 NM0205
 NM0205.The modeled gravity was interpolated from observed gravity values.
 NM0205
 NM0205;                    North         East    Units  Estimated Accuracy
 NM0205;SPC NE       -   295,260.      794,920.      MT  (+/- 180 meters Scaled)
 NM0205
 NM0205                          SUPERSEDED SURVEY CONTROL
 NM0205
 NM0205  NGVD 29 (??/??/92)  335.150  (m)         1099.57   (f) ADJ UNCH    1 2
 NM0205
 NM0205.Superseded values are not recommended for survey control.
 NM0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0205.See file dsdata.txt to determine how the superseded data were derived.
 NM0205
 NM0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN127015(NAD 83)
 NM0205_MARKER: DB = BENCH MARK DISK
 NM0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0205_STAMPING: Q 235 1947
 NM0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0205+STABILITY: SURFACE MOTION
 NM0205
 NM0205  HISTORY     - Date     Condition        Report By
 NM0205  HISTORY     - 1947     MONUMENTED       CGS
 NM0205  HISTORY     - 1966     GOOD             NGS
 NM0205
 NM0205                          STATION DESCRIPTION
 NM0205
 NM0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0205'1.7 MI N FROM DAKOTA CITY.
 NM0205'ABOUT 1.7 MILES NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE COURT
 NM0205'HOUSE AT DAKOTA CITY, ABOUT 2.1 MILES SOUTH OF THE POST OFFICE AT
 NM0205'SOUTH SIOUX CITY, 54.5 FEET SOUTH OF THE CENTER LINE OF THE
 NM0205'ENTRANCE DRIVE TO THE NORTHERN NATURAL GAS COMPRESSOR STATION,
 NM0205'53.0 FEET SOUTHEAST OF THE SOUTH END OF A STEEL GATE ACROSS
 NM0205'THE DRIVE, 36.0 FEET WEST OF AND ABOUT 1.0 FOOT LOWER THAN THE
 NM0205'CENTER LINE OF THE HIGHWAY, 7.0 FEET NORTHWEST OF A POWER
 NM0205'TRANSFORMER POLE, 1.0 FOOT NORTHEAST OF A WOVEN WIRE FENCE AND
 NM0205'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 NM0205'ABOVE GROUND.
 NM0205
 NM0205                          STATION RECOVERY (1966)
 NM0205
 NM0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1995 ***********************************************************************
 NM1995  DESIGNATION -  Q 235 RESET
 NM1995  PID         -  NM1995
 NM1995  STATE/COUNTY-  NE/DAKOTA
 NM1995  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM1995
 NM1995                         *CURRENT SURVEY CONTROL
 NM1995  ___________________________________________________________________
 NM1995* NAD 83(1986)-  42 26 15.     (N)    096 24 50.     (W)     SCALED    
 NM1995* NAVD 88     -       335.36   (meters)    1100.3    (feet)  RESET     
 NM1995  ___________________________________________________________________
 NM1995  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 NM1995
 NM1995  VERT ORDER  -  THIRD
 NM1995
 NM1995.The horizontal coordinates were scaled from a topographic map and have
 NM1995.an estimated accuracy of +/- 6 seconds.
 NM1995
 NM1995.The orthometric height was computed from unverified reset data.
 NM1995.No vertical observational check was made to the station.
 NM1995
 NM1995.The geoid height was determined by GEOID03.
 NM1995
 NM1995;                    North         East    Units  Estimated Accuracy
 NM1995;SPC NE       -   295,260.      794,920.      MT  (+/- 180 meters Scaled)
 NM1995
 NM1995                          SUPERSEDED SURVEY CONTROL
 NM1995
 NM1995  NGVD 29 (08/02/06)  335.20   (m)         1099.7    (f) RESET       3  
 NM1995
 NM1995.Superseded values are not recommended for survey control.
 NM1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1995.See file dsdata.txt to determine how the superseded data were derived.
 NM1995
 NM1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN127015(NAD 83)
 NM1995_MARKER: DV = VERTICAL CONTROL DISK
 NM1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1995_SP_SET: CONCRETE POST
 NM1995_STAMPING: Q 235 RESET 1986
 NM1995_MARK LOGO: NGS   
 NM1995_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NM1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1995+STABILITY: SURFACE MOTION
 NM1995
 NM1995  HISTORY     - Date     Condition        Report By
 NM1995  HISTORY     - 1986     MONUMENTED       NGS
 NM1995
 NM1995                          STATION DESCRIPTION
 NM1995
 NM1995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 NM1995'FROM THE POST OFFICE IN SOUTH SOUIX CITY AT INTERSECTION OF 2ND AVE
 NM1995'AND 23RD STREET GO 0.05 MILE (0.08 KM) EAST, TURN RIGHT (SOUTH) AT
 NM1995'DAKOTA AVE AND 23RD STREET AND GO 2.15 MILES (3.46 KM) ON HIGHWAY 77,
 NM1995'MARK IS 62.7 FEET (19.1 M) WEST OF CENTERLINE OF HIGHWAY 77, 19.94
 NM1995'FEET (6.08 M) SOUTH OF CENTERLINE OF DRIVEWAY FROM COURTHOUSE IN
 NM1995'DAKOTA CITY, GO NORTH ALONG HIGHWAY 77 FOR 1.7 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0697 ***********************************************************************
 NM0697  DESIGNATION -  Q 236
 NM0697  PID         -  NM0697
 NM0697  STATE/COUNTY-  NE/DAKOTA
 NM0697  USGS QUAD   -  JACKSON (1993)
 NM0697
 NM0697                         *CURRENT SURVEY CONTROL
 NM0697  ___________________________________________________________________
 NM0697* NAD 83(1986)-  42 22 48.     (N)    096 34 15.     (W)     SCALED    
 NM0697* NAVD 88     -       364.491  (meters)    1195.83   (feet)  ADJUSTED  
 NM0697  ___________________________________________________________________
 NM0697  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 NM0697  DYNAMIC HT  -         364.372 (meters)    1195.44  (feet)  COMP
 NM0697  MODELED GRAV-     980,283.7   (mgal)                       NAVD 88
 NM0697
 NM0697  VERT ORDER  -  SECOND    CLASS 0
 NM0697
 NM0697.The horizontal coordinates were scaled from a topographic map and have
 NM0697.an estimated accuracy of +/- 6 seconds.
 NM0697
 NM0697.The orthometric height was determined by differential leveling
 NM0697.and adjusted by the National Geodetic Survey in June 1991..
 NM0697
 NM0697.The geoid height was determined by GEOID03.
 NM0697
 NM0697.The dynamic height is computed by dividing the NAVD 88
 NM0697.geopotential number by the normal gravity value computed on the
 NM0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0697.degrees latitude (g = 980.6199 gals.).
 NM0697
 NM0697.The modeled gravity was interpolated from observed gravity values.
 NM0697
 NM0697;                    North         East    Units  Estimated Accuracy
 NM0697;SPC NE       -   288,360.      782,280.      MT  (+/- 180 meters Scaled)
 NM0697
 NM0697                          SUPERSEDED SURVEY CONTROL
 NM0697
 NM0697  NGVD 29 (??/??/92)  364.327  (m)         1195.30   (f) ADJ UNCH    2 0
 NM0697
 NM0697.Superseded values are not recommended for survey control.
 NM0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0697.See file dsdata.txt to determine how the superseded data were derived.
 NM0697
 NM0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM999948(NAD 83)
 NM0697_MARKER: DB = BENCH MARK DISK
 NM0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0697_STAMPING: Q 236 1947
 NM0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0697+STABILITY: SURFACE MOTION
 NM0697
 NM0697  HISTORY     - Date     Condition        Report By
 NM0697  HISTORY     - 1947     MONUMENTED       CGS
 NM0697  HISTORY     - 1966     GOOD             NGS
 NM0697
 NM0697                          STATION DESCRIPTION
 NM0697
 NM0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0697'1.4 MI SE FROM HUBBARD.
 NM0697'TO REACH FROM POST OFFICE AT HUBBARD GO SOUTH 0.4 MILE ALONG
 NM0697'A GRAVEL ROAD AND EAST 1.0 MILE ALONG A GRAVEL ROAD TO SITE
 NM0697'OF MARK.  BENCH MARK IS THE NORTHWEST CORNER OF A T-ROAD INTERSECTION,
 NM0697'188 FEET WEST, 37.5 FEET NORTH AND ABOUT 8 FEET LOWER THAN
 NM0697'INTERSECTION, 188 FEET WEST, 37.5 FEET NORTH AND ABOUT 8 FEET
 NM0697'LOWER THAN INTERSECTION, OF NORTH-SOUTH ROAD AND T-ROAD WEST
 NM0697'37.5 FEET NORTH OF A CORNER FENCE POST, 4 FEET EAST OF A FENCE,
 NM0697'1.0 FOOT SOUTH OF A 4 X 4 MARKER POST AND SET IN THE TOP OF A
 NM0697'CONCRETE POST, FLUSH WITH THE GROUND.
 NM0697
 NM0697                          STATION RECOVERY (1966)
 NM0697
 NM0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0504 ***********************************************************************
 NM0504  DESIGNATION -  Q 237
 NM0504  PID         -  NM0504
 NM0504  STATE/COUNTY-  NE/THURSTON
 NM0504  USGS QUAD   -  WALTHILL (1966)
 NM0504
 NM0504                         *CURRENT SURVEY CONTROL
 NM0504  ___________________________________________________________________
 NM0504* NAD 83(1986)-  42 08 50.     (N)    096 27 45.     (W)     SCALED    
 NM0504* NAVD 88     -       406.365  (meters)    1333.22   (feet)  ADJUSTED  
 NM0504  ___________________________________________________________________
 NM0504  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM0504  DYNAMIC HT  -         406.223 (meters)    1332.75  (feet)  COMP
 NM0504  MODELED GRAV-     980,261.2   (mgal)                       NAVD 88
 NM0504
 NM0504  VERT ORDER  -  SECOND    CLASS 0
 NM0504
 NM0504.The horizontal coordinates were scaled from a topographic map and have
 NM0504.an estimated accuracy of +/- 6 seconds.
 NM0504
 NM0504.The orthometric height was determined by differential leveling
 NM0504.and adjusted by the National Geodetic Survey in June 1991..
 NM0504
 NM0504.The geoid height was determined by GEOID03.
 NM0504
 NM0504.The dynamic height is computed by dividing the NAVD 88
 NM0504.geopotential number by the normal gravity value computed on the
 NM0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0504.degrees latitude (g = 980.6199 gals.).
 NM0504
 NM0504.The modeled gravity was interpolated from observed gravity values.
 NM0504
 NM0504;                    North         East    Units  Estimated Accuracy
 NM0504;SPC NE       -   262,890.      792,250.      MT  (+/- 180 meters Scaled)
 NM0504
 NM0504                          SUPERSEDED SURVEY CONTROL
 NM0504
 NM0504  NGVD 29 (??/??/92)  406.211  (m)         1332.71   (f) ADJ UNCH    2 0
 NM0504
 NM0504.Superseded values are not recommended for survey control.
 NM0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0504.See file dsdata.txt to determine how the superseded data were derived.
 NM0504
 NM0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM096692(NAD 83)
 NM0504_MARKER: DB = BENCH MARK DISK
 NM0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0504_STAMPING: Q 237 1947
 NM0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0504+STABILITY: SURFACE MOTION
 NM0504
 NM0504  HISTORY     - Date     Condition        Report By
 NM0504  HISTORY     - 1947     MONUMENTED       CGS
 NM0504
 NM0504                          STATION DESCRIPTION
 NM0504
 NM0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0504'1.4 MI E FROM WALTHILL.
 NM0504'1.4 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0504'AT WALTHILL, 0.8 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY NO.
 NM0504'77, NEAR THE TOP OF A HILL, 46.8 FEET SOUTH OF THE HIGHWAY, 21.1
 NM0504'FEET WEST OF A FENCE CORNER POST, 2.0 FEET NORTH OF A WIRE FENCE,
 NM0504'2.0 FEET EAST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A
 NM0504'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0505 ***********************************************************************
 NM0505  DESIGNATION -  Q 237 RESET
 NM0505  PID         -  NM0505
 NM0505  STATE/COUNTY-  NE/THURSTON
 NM0505  USGS QUAD   -  WALTHILL (1966)
 NM0505
 NM0505                         *CURRENT SURVEY CONTROL
 NM0505  ___________________________________________________________________
 NM0505* NAD 83(1986)-  42 08 50.     (N)    096 27 46.     (W)     SCALED    
 NM0505* NAVD 88     -       405.68   (meters)    1331.0    (feet)  RESET     
 NM0505  ___________________________________________________________________
 NM0505  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NM0505
 NM0505  VERT ORDER  -  THIRD
 NM0505
 NM0505.The horizontal coordinates were scaled from a topographic map and have
 NM0505.an estimated accuracy of +/- 6 seconds.
 NM0505
 NM0505.The orthometric height was computed from unverified reset data.
 NM0505
 NM0505.The geoid height was determined by GEOID03.
 NM0505
 NM0505;                    North         East    Units  Estimated Accuracy
 NM0505;SPC NE       -   262,880.      792,220.      MT  (+/- 180 meters Scaled)
 NM0505
 NM0505                          SUPERSEDED SURVEY CONTROL
 NM0505
 NM0505.No superseded survey control is available for this station.
 NM0505
 NM0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM096692(NAD 83)
 NM0505_MARKER: DB = BENCH MARK DISK
 NM0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0505_STAMPING: Q 237 RESET 1965
 NM0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0505+STABILITY: SURFACE MOTION
 NM0505
 NM0505  HISTORY     - Date     Condition        Report By
 NM0505  HISTORY     - 1965     MONUMENTED       CGS
 NM0505  HISTORY     - 1966     GOOD             USGS
 NM0505
 NM0505                          STATION DESCRIPTION
 NM0505
 NM0505'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM0505'1.4 MI E FROM WALTHILL.
 NM0505'1.4 MILE EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE AT
 NM0505'WALTHILL.  86 FT. SO. OF CENTERLINE ROAD AT FE. SO., 1 FT NO. OF
 NM0505'FENCE CORNER-- A CONCRETE POST WITH A STANDARD TABLET STAMPED,
 NM0505'Q237 RESET 1965
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0718 ***********************************************************************
 NM0718  DESIGNATION -  Q 238
 NM0718  PID         -  NM0718
 NM0718  STATE/COUNTY-  NE/THURSTON
 NM0718  USGS QUAD   -  PENDER NE (1966)
 NM0718
 NM0718                         *CURRENT SURVEY CONTROL
 NM0718  ___________________________________________________________________
 NM0718* NAD 83(1986)-  42 09 19.     (N)    096 31 36.     (W)     SCALED    
 NM0718* NAVD 88     -       433.343  (meters)    1421.73   (feet)  ADJUSTED  
 NM0718  ___________________________________________________________________
 NM0718  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 NM0718  DYNAMIC HT  -         433.191 (meters)    1421.23  (feet)  COMP
 NM0718  MODELED GRAV-     980,256.9   (mgal)                       NAVD 88
 NM0718
 NM0718  VERT ORDER  -  SECOND    CLASS 0
 NM0718
 NM0718.The horizontal coordinates were scaled from a topographic map and have
 NM0718.an estimated accuracy of +/- 6 seconds.
 NM0718
 NM0718.The orthometric height was determined by differential leveling
 NM0718.and adjusted by the National Geodetic Survey in June 1991..
 NM0718
 NM0718.The geoid height was determined by GEOID03.
 NM0718
 NM0718.The dynamic height is computed by dividing the NAVD 88
 NM0718.geopotential number by the normal gravity value computed on the
 NM0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0718.degrees latitude (g = 980.6199 gals.).
 NM0718
 NM0718.The modeled gravity was interpolated from observed gravity values.
 NM0718
 NM0718;                    North         East    Units  Estimated Accuracy
 NM0718;SPC NE       -   263,560.      786,910.      MT  (+/- 180 meters Scaled)
 NM0718
 NM0718                          SUPERSEDED SURVEY CONTROL
 NM0718
 NM0718  NGVD 29 (??/??/92)  433.188  (m)         1421.22   (f) ADJ UNCH    2 0
 NM0718
 NM0718.Superseded values are not recommended for survey control.
 NM0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0718.See file dsdata.txt to determine how the superseded data were derived.
 NM0718
 NM0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM043699(NAD 83)
 NM0718_MARKER: DB = BENCH MARK DISK
 NM0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0718_STAMPING: Q 238 1947
 NM0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0718+STABILITY: SURFACE MOTION
 NM0718
 NM0718  HISTORY     - Date     Condition        Report By
 NM0718  HISTORY     - 1947     MONUMENTED       CGS
 NM0718  HISTORY     - 1965     MARK NOT FOUND   NGS
 NM0718
 NM0718                          STATION DESCRIPTION
 NM0718
 NM0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0718'2.4 MI W FROM WALTHILL.
 NM0718'0.3 MILE WEST ALONG THE MAIN STREET FROM THE POST OFFICE AT
 NM0718'WALTHILL TO A STREET INTERSECTION, THENCE 0.3 MILE NORTH TO A
 NM0718'DIRT T-ROAD, THENCE 1.8 MILES WEST TO THE TOP OF A LONG HILL,
 NM0718'0.2 MILE EAST OF A FARM HOUSE, AT A SHARP TURN IN THE ROAD,
 NM0718'30.8 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20.6 FEET WEST
 NM0718'OF A GATE POST, 1.0 FOOT SOUTH OF A BARBED WIRE FENCE, 2.0 FEET
 NM0718'EAST OF A 4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST.
 NM0718
 NM0718                          STATION RECOVERY (1965)
 NM0718
 NM0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NM0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0434 ***********************************************************************
 NM0434  DESIGNATION -  Q 239
 NM0434  PID         -  NM0434
 NM0434  STATE/COUNTY-  NE/THURSTON
 NM0434  USGS QUAD   -  HOMER (1976)
 NM0434
 NM0434                         *CURRENT SURVEY CONTROL
 NM0434  ___________________________________________________________________
 NM0434* NAD 83(1986)-  42 15 04.     (N)    096 25 25.     (W)     SCALED    
 NM0434* NAVD 88     -       436.554  (meters)    1432.26   (feet)  ADJUSTED  
 NM0434  ___________________________________________________________________
 NM0434  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 NM0434  DYNAMIC HT  -         436.411 (meters)    1431.79  (feet)  COMP
 NM0434  MODELED GRAV-     980,278.5   (mgal)                       NAVD 88
 NM0434
 NM0434  VERT ORDER  -  SECOND    CLASS 0
 NM0434
 NM0434.The horizontal coordinates were scaled from a topographic map and have
 NM0434.an estimated accuracy of +/- 6 seconds.
 NM0434
 NM0434.The orthometric height was determined by differential leveling
 NM0434.and adjusted by the National Geodetic Survey in June 1991..
 NM0434
 NM0434.The geoid height was determined by GEOID03.
 NM0434
 NM0434.The dynamic height is computed by dividing the NAVD 88
 NM0434.geopotential number by the normal gravity value computed on the
 NM0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0434.degrees latitude (g = 980.6199 gals.).
 NM0434
 NM0434.The modeled gravity was interpolated from observed gravity values.
 NM0434
 NM0434;                    North         East    Units  Estimated Accuracy
 NM0434;SPC NE       -   274,540.      794,980.      MT  (+/- 180 meters Scaled)
 NM0434
 NM0434                          SUPERSEDED SURVEY CONTROL
 NM0434
 NM0434  NGVD 29 (??/??/92)  436.401  (m)         1431.76   (f) ADJ UNCH    2 0
 NM0434
 NM0434.Superseded values are not recommended for survey control.
 NM0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0434.See file dsdata.txt to determine how the superseded data were derived.
 NM0434
 NM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM125808(NAD 83)
 NM0434_MARKER: DB = BENCH MARK DISK
 NM0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0434_STAMPING: Q 239 1947
 NM0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0434+STABILITY: SURFACE MOTION
 NM0434
 NM0434  HISTORY     - Date     Condition        Report By
 NM0434  HISTORY     - 1947     MONUMENTED       CGS
 NM0434  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0434
 NM0434                          STATION DESCRIPTION
 NM0434
 NM0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0434'3.8 MI NE FROM WINNEBAGO.
 NM0434'2.6 MILES EAST ALONG A DIRT ROAD FROM THE HOSPITAL AT WINNEBAGO,
 NM0434'THENCE NORTH ALONG A DIRT ROAD 1.2 MILES, AT AN ABANDONED SCHOOL,
 NM0434'90.2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL, 25.2
 NM0434'FEET EAST OF THE CENTER OF THE ROAD, 11.4 FEET SOUTH OF A FENCE
 NM0434'CORNER POST, 1.0 FOOT WEST OF A WIRE FENCE, 2.0 FEET NORTH OF A
 NM0434'4 IN X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST
 NM0434'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- MARK BELIEVED
 NM0434'DESTROYED BY RECENT WIDENING OF ROAD.
 NM0434
 NM0434                          STATION RECOVERY (1965)
 NM0434
 NM0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0302 ***********************************************************************
 MK0302  DESIGNATION -  Q 241
 MK0302  PID         -  MK0302
 MK0302  STATE/COUNTY-  NE/BURT
 MK0302  USGS QUAD   -  TEKAMAH NW (1970)
 MK0302
 MK0302                         *CURRENT SURVEY CONTROL
 MK0302  ___________________________________________________________________
 MK0302* NAD 83(1986)-  41 54 08.     (N)    096 11 32.     (W)     SCALED    
 MK0302* NAVD 88     -       316.352  (meters)    1037.90   (feet)  ADJUSTED  
 MK0302  ___________________________________________________________________
 MK0302  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 MK0302  DYNAMIC HT  -         316.235 (meters)    1037.51  (feet)  COMP
 MK0302  MODELED GRAV-     980,243.5   (mgal)                       NAVD 88
 MK0302
 MK0302  VERT ORDER  -  SECOND    CLASS 0
 MK0302
 MK0302.The horizontal coordinates were scaled from a topographic map and have
 MK0302.an estimated accuracy of +/- 6 seconds.
 MK0302
 MK0302.The orthometric height was determined by differential leveling
 MK0302.and adjusted by the National Geodetic Survey in June 1991..
 MK0302
 MK0302.The geoid height was determined by GEOID03.
 MK0302
 MK0302.The dynamic height is computed by dividing the NAVD 88
 MK0302.geopotential number by the normal gravity value computed on the
 MK0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0302.degrees latitude (g = 980.6199 gals.).
 MK0302
 MK0302.The modeled gravity was interpolated from observed gravity values.
 MK0302
 MK0302;                    North         East    Units  Estimated Accuracy
 MK0302;SPC NE       -   236,660.      815,760.      MT  (+/- 180 meters Scaled)
 MK0302
 MK0302                          SUPERSEDED SURVEY CONTROL
 MK0302
 MK0302  NGVD 29 (??/??/92)  316.209  (m)         1037.43   (f) ADJ UNCH    2 0
 MK0302
 MK0302.Superseded values are not recommended for survey control.
 MK0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0302.See file dsdata.txt to determine how the superseded data were derived.
 MK0302
 MK0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM328427(NAD 83)
 MK0302_MARKER: DB = BENCH MARK DISK
 MK0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0302_STAMPING: Q 241 1947
 MK0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0302+STABILITY: SURFACE MOTION
 MK0302
 MK0302  HISTORY     - Date     Condition        Report By
 MK0302  HISTORY     - 1947     MONUMENTED       CGS
 MK0302  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0302
 MK0302                          STATION DESCRIPTION
 MK0302
 MK0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0302'10.5 MI N FROM TEKAMAH.
 MK0302'8.6 MILES NORTH ALONG U.S. HIGHWAY NO. 73E FROM THE COURT HOUSE
 MK0302'AT TEKAMAH, THENCE 1.9 MILE EAST ALONG A DIRT ROAD, IN THE
 MK0302'NORTHEAST ANGLE OF A CROSS ROAD, 112.0 FEET EAST OF THE CENTER
 MK0302'OF THE NORTH-SOUTH ROAD, 82.0 FEET EAST OF A POWER LINE POLE,
 MK0302'47.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 26.5 FEET
 MK0302'SOUTH OF AN IRON PUMP AND WIND MILL ON A WELL, 4.0 FEET WEST OF
 MK0302'A FENCE CORNER POST, 2.0 FEET EAST OF A REFERENCE POST, SET IN
 MK0302'A CONCRETE POST ABOUT 3 FEET BELOW THE ROAD AND PROJECTING 0.2
 MK0302'FOOT.
 MK0302
 MK0302                          STATION RECOVERY (1965)
 MK0302
 MK0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0606 ***********************************************************************
 MK0606  DESIGNATION -  Q 242
 MK0606  PID         -  MK0606
 MK0606  STATE/COUNTY-  NE/WASHINGTON
 MK0606  USGS QUAD   -  ARLINGTON (1968)
 MK0606
 MK0606                         *CURRENT SURVEY CONTROL
 MK0606  ___________________________________________________________________
 MK0606* NAD 83(1986)-  41 26 13.     (N)    096 16 18.     (W)     SCALED    
 MK0606* NAVD 88     -       381.288  (meters)    1250.94   (feet)  ADJUSTED  
 MK0606  ___________________________________________________________________
 MK0606  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MK0606  DYNAMIC HT  -         381.107 (meters)    1250.35  (feet)  COMP
 MK0606  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 MK0606
 MK0606  VERT ORDER  -  SECOND    CLASS 0
 MK0606
 MK0606.The horizontal coordinates were scaled from a topographic map and have
 MK0606.an estimated accuracy of +/- 6 seconds.
 MK0606
 MK0606.The orthometric height was determined by differential leveling
 MK0606.and adjusted by the National Geodetic Survey in June 1991..
 MK0606
 MK0606.The geoid height was determined by GEOID03.
 MK0606
 MK0606.The dynamic height is computed by dividing the NAVD 88
 MK0606.geopotential number by the normal gravity value computed on the
 MK0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0606.degrees latitude (g = 980.6199 gals.).
 MK0606
 MK0606.The modeled gravity was interpolated from observed gravity values.
 MK0606
 MK0606;                    North         East    Units  Estimated Accuracy
 MK0606;SPC NE       -   184,760.      811,400.      MT  (+/- 180 meters Scaled)
 MK0606
 MK0606                          SUPERSEDED SURVEY CONTROL
 MK0606
 MK0606  NGVD 29 (??/??/92)  381.137  (m)         1250.45   (f) ADJ UNCH    2 0
 MK0606
 MK0606.Superseded values are not recommended for survey control.
 MK0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0606.See file dsdata.txt to determine how the superseded data were derived.
 MK0606
 MK0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL279908(NAD 83)
 MK0606_MARKER: DB = BENCH MARK DISK
 MK0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0606_STAMPING: Q 242 1947
 MK0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0606+STABILITY: SURFACE MOTION
 MK0606
 MK0606  HISTORY     - Date     Condition        Report By
 MK0606  HISTORY     - 1947     MONUMENTED       CGS
 MK0606  HISTORY     - 1986     GOOD             USPSQD
 MK0606
 MK0606                          STATION DESCRIPTION
 MK0606
 MK0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0606'4.8 MI SE FROM ARLINGTON.
 MK0606'4.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0606'FROM THE STATION AT ARLINGTON, THENCE 0.35 MILE SOUTH ALONG
 MK0606'A GRAVEL ROAD, IN THE NORTHWEST ANGLE OF A CROSS ROAD, 62.0
 MK0606'FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 33.0 FEET
 MK0606'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 30.0 FEET
 MK0606'WEST OF A TELEPHONE POLE, 2.0 FEET EAST OF A REFERENCE POST,
 MK0606'0.5 FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE, SET IN A
 MK0606'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND ABOUT
 MK0606'FLUSH WITH THE TOP OF THE GROUND.
 MK0606
 MK0606                          STATION RECOVERY (1986)
 MK0606
 MK0606'RECOVERY NOTE BY US POWER SQUADRON 1986 (MRB)
 MK0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0648 ***********************************************************************
 MK0648  DESIGNATION -  Q 243
 MK0648  PID         -  MK0648
 MK0648  STATE/COUNTY-  NE/DOUGLAS
 MK0648  USGS QUAD   -  IRVINGTON (1984)
 MK0648
 MK0648                         *CURRENT SURVEY CONTROL
 MK0648  ___________________________________________________________________
 MK0648* NAD 83(1986)-  41 20 08.     (N)    096 04 35.     (W)     SCALED    
 MK0648* NAVD 88     -       339.358  (meters)    1113.38   (feet)  ADJUSTED  
 MK0648  ___________________________________________________________________
 MK0648  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 MK0648  DYNAMIC HT  -         339.205 (meters)    1112.88  (feet)  COMP
 MK0648  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 MK0648
 MK0648  VERT ORDER  -  SECOND    CLASS 0
 MK0648
 MK0648.The horizontal coordinates were scaled from a topographic map and have
 MK0648.an estimated accuracy of +/- 6 seconds.
 MK0648
 MK0648.The orthometric height was determined by differential leveling
 MK0648.and adjusted by the National Geodetic Survey in June 1991..
 MK0648
 MK0648.The geoid height was determined by GEOID03.
 MK0648
 MK0648.The dynamic height is computed by dividing the NAVD 88
 MK0648.geopotential number by the normal gravity value computed on the
 MK0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0648.degrees latitude (g = 980.6199 gals.).
 MK0648
 MK0648.The modeled gravity was interpolated from observed gravity values.
 MK0648
 MK0648;                    North         East    Units  Estimated Accuracy
 MK0648;SPC NE       -   174,230.      828,210.      MT  (+/- 180 meters Scaled)
 MK0648
 MK0648                          SUPERSEDED SURVEY CONTROL
 MK0648
 MK0648  NGVD 29 (??/??/92)  339.240  (m)         1112.99   (f) ADJ UNCH    2 0
 MK0648
 MK0648.Superseded values are not recommended for survey control.
 MK0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0648.See file dsdata.txt to determine how the superseded data were derived.
 MK0648
 MK0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL446801(NAD 83)
 MK0648_MARKER: DB = BENCH MARK DISK
 MK0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0648_SP_SET: BRIDGE ABUTMENT
 MK0648_STAMPING: Q 243 1947
 MK0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0648
 MK0648  HISTORY     - Date     Condition        Report By
 MK0648  HISTORY     - 1947     MONUMENTED       CGS
 MK0648  HISTORY     - 1976     GOOD             LOCSUR
 MK0648
 MK0648                          STATION DESCRIPTION
 MK0648
 MK0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0648'1.7 MI NW FROM IRVINGTON.
 MK0648'1.7 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 MK0648'IRVINGTON, IN THE SOUTHWEST ANGLE OF AN EAST-WEST GRAVEL CROSS
 MK0648'ROAD, 62.3 FEET WEST OF THE CENTER OF THE PAVED ROAD, 11.0 FEET SOUTH
 MK0648'OF THE CENTER OF THE EAST-WEST GRAVEL ROAD, SET IN TOP OF THE
 MK0648'SOUTH END OF THE EAST CONCRETE ABUTMENT OF A STEEL BRIDGE OVER A
 MK0648'CREEK FOR THE GRAVEL ROAD, ABOUT THE SAME ELEVATION AS THE ROADS.
 MK0648
 MK0648                          STATION RECOVERY (1976)
 MK0648
 MK0648'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0384 ***********************************************************************
 MK0384  DESIGNATION -  Q 244
 MK0384  PID         -  MK0384
 MK0384  STATE/COUNTY-  NE/WASHINGTON
 MK0384  USGS QUAD   -  HERMAN (1970)
 MK0384
 MK0384                         *CURRENT SURVEY CONTROL
 MK0384  ___________________________________________________________________
 MK0384* NAD 83(1986)-  41 39 43.     (N)    096 12 22.     (W)     SCALED    
 MK0384* NAVD 88     -       324.089  (meters)    1063.28   (feet)  ADJUSTED  
 MK0384  ___________________________________________________________________
 MK0384  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 MK0384  DYNAMIC HT  -         323.953 (meters)    1062.84  (feet)  COMP
 MK0384  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 MK0384
 MK0384  VERT ORDER  -  SECOND    CLASS 0
 MK0384
 MK0384.The horizontal coordinates were scaled from a topographic map and have
 MK0384.an estimated accuracy of +/- 6 seconds.
 MK0384
 MK0384.The orthometric height was determined by differential leveling
 MK0384.and adjusted by the National Geodetic Survey in June 1991..
 MK0384
 MK0384.The geoid height was determined by GEOID03.
 MK0384
 MK0384.The dynamic height is computed by dividing the NAVD 88
 MK0384.geopotential number by the normal gravity value computed on the
 MK0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0384.degrees latitude (g = 980.6199 gals.).
 MK0384
 MK0384.The modeled gravity was interpolated from observed gravity values.
 MK0384
 MK0384;                    North         East    Units  Estimated Accuracy
 MK0384;SPC NE       -   209,950.      815,780.      MT  (+/- 180 meters Scaled)
 MK0384
 MK0384                          SUPERSEDED SURVEY CONTROL
 MK0384
 MK0384  NGVD 29 (??/??/92)  323.946  (m)         1062.81   (f) ADJ UNCH    2 0
 MK0384
 MK0384.Superseded values are not recommended for survey control.
 MK0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0384.See file dsdata.txt to determine how the superseded data were derived.
 MK0384
 MK0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM326160(NAD 83)
 MK0384_MARKER: DB = BENCH MARK DISK
 MK0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0384_STAMPING: Q 244 1947
 MK0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0384+STABILITY: SURFACE MOTION
 MK0384
 MK0384  HISTORY     - Date     Condition        Report By
 MK0384  HISTORY     - 1947     MONUMENTED       CGS
 MK0384  HISTORY     - 19920205 MARK NOT FOUND   NGS
 MK0384
 MK0384                          STATION DESCRIPTION
 MK0384
 MK0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0384'0.9 MI SE FROM HERMAN.
 MK0384'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0384'AT HERMAN, AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 0.1
 MK0384'MILE SOUTHEAST OF A CONCRETE BRIDGE OVER YORK CREEK, 45.5 FEET
 MK0384'EAST OF THE CENTER OF THE HIGHWAY, 27.0 FEET NORTHEAST OF THE
 MK0384'CENTER OF THE NORTH LEG OF THE Y AT THE ROAD JUNCTION, 9.0 FEET
 MK0384'NORTHEAST OF A POWER LINE TRANSFORMER POLE, 2.5 FEET NORTH OF
 MK0384'A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW
 MK0384'THE HIGHWAY AND PROJECTING 0.2 FOOT.
 MK0384
 MK0384                          STATION RECOVERY (1992)
 MK0384
 MK0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MK0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0392 ***********************************************************************
 MK0392  DESIGNATION -  Q 245
 MK0392  PID         -  MK0392
 MK0392  STATE/COUNTY-  NE/WASHINGTON
 MK0392  USGS QUAD   -  NICKERSON NE (1970)
 MK0392
 MK0392                         *CURRENT SURVEY CONTROL
 MK0392  ___________________________________________________________________
 MK0392* NAD 83(1986)-  41 40 08.     (N)    096 19 41.     (W)     SCALED    
 MK0392* NAVD 88     -       414.057  (meters)    1358.45   (feet)  ADJUSTED  
 MK0392  ___________________________________________________________________
 MK0392  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 MK0392  DYNAMIC HT  -         413.885 (meters)    1357.89  (feet)  COMP
 MK0392  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 MK0392
 MK0392  VERT ORDER  -  SECOND    CLASS 0
 MK0392
 MK0392.The horizontal coordinates were scaled from a topographic map and have
 MK0392.an estimated accuracy of +/- 6 seconds.
 MK0392
 MK0392.The orthometric height was determined by differential leveling
 MK0392.and adjusted by the National Geodetic Survey in June 1991..
 MK0392
 MK0392.The geoid height was determined by GEOID03.
 MK0392
 MK0392.The dynamic height is computed by dividing the NAVD 88
 MK0392.geopotential number by the normal gravity value computed on the
 MK0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0392.degrees latitude (g = 980.6199 gals.).
 MK0392
 MK0392.The modeled gravity was interpolated from observed gravity values.
 MK0392
 MK0392;                    North         East    Units  Estimated Accuracy
 MK0392;SPC NE       -   210,280.      805,600.      MT  (+/- 180 meters Scaled)
 MK0392
 MK0392                          SUPERSEDED SURVEY CONTROL
 MK0392
 MK0392  NGVD 29 (??/??/92)  413.912  (m)         1357.98   (f) ADJ UNCH    2 0
 MK0392
 MK0392.Superseded values are not recommended for survey control.
 MK0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0392.See file dsdata.txt to determine how the superseded data were derived.
 MK0392
 MK0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM224164(NAD 83)
 MK0392_MARKER: DB = BENCH MARK DISK
 MK0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0392_STAMPING: Q 245 1947
 MK0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0392+STABILITY: SURFACE MOTION
 MK0392
 MK0392  HISTORY     - Date     Condition        Report By
 MK0392  HISTORY     - 1947     MONUMENTED       CGS
 MK0392
 MK0392                          STATION DESCRIPTION
 MK0392
 MK0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0392'6.5 MI W FROM HERMAN.
 MK0392'0.2 MILE NORTH ALONG U.S. HIGHWAY NO. 73 FROM THE POST OFFICE
 MK0392'AT HERMAN, THENCE 5.2 MILES WEST ALONG STATE HIGHWAY NO. 31 AND
 MK0392'1.1 MILE WEST ALONG A GRAVEL ROAD, IN THE FRONT YARD OF THE NEW
 MK0392'ENGLAND SCHOOL, 173.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 MK0392'ROAD, 73.7 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE
 MK0392'PORCH FLOOR AT THE ENTRANCE TO THE SCHOOL BUILDING, 52.0 FEET
 MK0392'NORTH OF THE CENTER OF AN EAST-WEST ROAD, 16.5 FEET NORTHEAST
 MK0392'OF A 15-INCH BOXELDER TREE, 3.2 FEET WEST OF AN IRON PIPE FLAG
 MK0392'POLE, 1.5 FOOT EAST OF A REFERENCE POST, SET IN A CONCRETE
 MK0392'POST ABOUT 4 FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0393 ***********************************************************************
 MK0393  DESIGNATION -  Q 245 RESET
 MK0393  PID         -  MK0393
 MK0393  STATE/COUNTY-  NE/WASHINGTON
 MK0393  USGS QUAD   -  NICKERSON NE (1970)
 MK0393
 MK0393                         *CURRENT SURVEY CONTROL
 MK0393  ___________________________________________________________________
 MK0393* NAD 83(1986)-  41 40 08.     (N)    096 19 41.     (W)     SCALED    
 MK0393* NAVD 88     -       413.92   (meters)    1358.0    (feet)  RESET     
 MK0393  ___________________________________________________________________
 MK0393  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 MK0393
 MK0393  VERT ORDER  -  THIRD
 MK0393
 MK0393.The horizontal coordinates were scaled from a topographic map and have
 MK0393.an estimated accuracy of +/- 6 seconds.
 MK0393
 MK0393.The orthometric height was computed from unverified reset data.
 MK0393
 MK0393.The geoid height was determined by GEOID03.
 MK0393
 MK0393;                    North         East    Units  Estimated Accuracy
 MK0393;SPC NE       -   210,280.      805,600.      MT  (+/- 180 meters Scaled)
 MK0393
 MK0393                          SUPERSEDED SURVEY CONTROL
 MK0393
 MK0393.No superseded survey control is available for this station.
 MK0393
 MK0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM224164(NAD 83)
 MK0393_MARKER: DB = BENCH MARK DISK
 MK0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0393_STAMPING: Q 245 RESET 1967
 MK0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0393+STABILITY: SURFACE MOTION
 MK0393
 MK0393  HISTORY     - Date     Condition        Report By
 MK0393  HISTORY     - 1967     MONUMENTED       CGS
 MK0393  HISTORY     - 19910320 MARK NOT FOUND   NGS
 MK0393
 MK0393                          STATION DESCRIPTION
 MK0393
 MK0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MK0393'6.5 MI W FROM HERMAN.
 MK0393'0.2 MILES NORTH ALONG U.S. HIGHWAY 73 FROM THE POST OFFICE AT
 MK0393'HERMAN, THENCE 5.2 MILES WEST ALONG STATE HIGHWAY 31 AND 1.1
 MK0393'MILES WEST ALONG A GRAVEL ROAD, 255 FEET EAST OF THE CENTERLINE
 MK0393'OF THE NORTH-SOUTH ROAD, 31 FEET NORTH OF THE CENTERLINE OF THE
 MK0393'EAST-WEST ROAD, 3 FEET NORTHEAST OF A POWER LINE POLE, 1.5 FEET
 MK0393'NORTH OF THE EAST-WEST FENCE LINE, AND SET IN THE TOP OF A
 MK0393'CONCRETE POST PROJECTING 0.1 FOOT.
 MK0393
 MK0393                          STATION RECOVERY (1991)
 MK0393
 MK0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JAO)
 MK0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2195 ***********************************************************************
 MK2195  DESIGNATION -  Q 246 RESET
 MK2195  PID         -  MK2195
 MK2195  STATE/COUNTY-  NE/WASHINGTON
 MK2195  USGS QUAD   -  BLAIR (1983)
 MK2195
 MK2195                         *CURRENT SURVEY CONTROL
 MK2195  ___________________________________________________________________
 MK2195* NAD 83(1986)-  41 32 53.     (N)    096 08 24.     (W)     SCALED    
 MK2195* NAVD 88     -       327.96   (meters)    1076.0    (feet)  RESET     
 MK2195  ___________________________________________________________________
 MK2195  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 MK2195
 MK2195  VERT ORDER  -  THIRD
 MK2195
 MK2195.The horizontal coordinates were scaled from a topographic map and have
 MK2195.an estimated accuracy of +/- 6 seconds.
 MK2195
 MK2195.The orthometric height was computed from unverified reset data.
 MK2195.No vertical observational check was made to the station.
 MK2195
 MK2195.The geoid height was determined by GEOID03.
 MK2195
 MK2195;                    North         East    Units  Estimated Accuracy
 MK2195;SPC NE       -   197,560.      821,840.      MT  (+/- 180 meters Scaled)
 MK2195
 MK2195                          SUPERSEDED SURVEY CONTROL
 MK2195
 MK2195  NGVD 29 (08/02/06)  327.82   (m)         1075.5    (f) RESET       3  
 MK2195
 MK2195.Superseded values are not recommended for survey control.
 MK2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2195.See file dsdata.txt to determine how the superseded data were derived.
 MK2195
 MK2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM385035(NAD 83)
 MK2195_MARKER: DV = VERTICAL CONTROL DISK
 MK2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2195_SP_SET: CONCRETE POST
 MK2195_STAMPING: Q 246 RESET 1991
 MK2195_MARK LOGO: NGS   
 MK2195_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MK2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2195+STABILITY: SURFACE MOTION
 MK2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2195+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MK2195
 MK2195  HISTORY     - Date     Condition        Report By
 MK2195  HISTORY     - 1991     MONUMENTED       NGS
 MK2195
 MK2195                          STATION DESCRIPTION
 MK2195
 MK2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MK2195'IN BLAIR, IN THE SOUTHWEST ANGLE OF PARK STREET, AND 19TH STREET,
 MK2195'U.S. HIGHWAY 75, AND NEAR THE NORTHWEST CORNER OF A HOUSE AT 455
 MK2195'NORTH 19TH STREET, IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 MK2195'IS FLUSH WITH THE GROUND SURFACE.  IT IS 32.99 M (108.23 FT) WEST
 MK2195'FROM THE CENTERLINE OF 19TH STREET, 15.48 M (50.79 FT)
 MK2195'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF THE FOUNDATION OF THE
 MK2195'HOUSE AT 455 19TH STREET, 11.83 M (38.81 FT) EAST FROM THE CENTERLINE
 MK2195'OF A CONCRETE DRIVE AT THE REAR OF THE HOUSE, 5.06 M (16.60 FT) SOUTH
 MK2195'FROM THE CENTERLINE OF PARK STREET AND 1.22 M (4.00 FT) SOUTH FROM
 MK2195'THE BACK OF THE SOUTH CURB OF PARK STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0440 ***********************************************************************
 MK0440  DESIGNATION -  Q 247
 MK0440  PID         -  MK0440
 MK0440  STATE/COUNTY-  NE/WASHINGTON
 MK0440  USGS QUAD   -  NICKERSON (1966)
 MK0440
 MK0440                         *CURRENT SURVEY CONTROL
 MK0440  ___________________________________________________________________
 MK0440* NAD 83(1986)-  41 32 20.     (N)    096 27 12.     (W)     SCALED    
 MK0440* NAVD 88     -       365.906  (meters)    1200.48   (feet)  ADJUSTED  
 MK0440  ___________________________________________________________________
 MK0440  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 MK0440  DYNAMIC HT  -         365.749 (meters)    1199.96  (feet)  COMP
 MK0440  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 MK0440
 MK0440  VERT ORDER  -  SECOND    CLASS 0
 MK0440
 MK0440.The horizontal coordinates were scaled from a topographic map and have
 MK0440.an estimated accuracy of +/- 6 seconds.
 MK0440
 MK0440.The orthometric height was determined by differential leveling
 MK0440.and adjusted by the National Geodetic Survey in June 1991..
 MK0440
 MK0440.The geoid height was determined by GEOID03.
 MK0440
 MK0440.The dynamic height is computed by dividing the NAVD 88
 MK0440.geopotential number by the normal gravity value computed on the
 MK0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0440.degrees latitude (g = 980.6199 gals.).
 MK0440
 MK0440.The modeled gravity was interpolated from observed gravity values.
 MK0440
 MK0440;                    North         East    Units  Estimated Accuracy
 MK0440;SPC NE       -   195,430.      795,770.      MT  (+/- 180 meters Scaled)
 MK0440
 MK0440                          SUPERSEDED SURVEY CONTROL
 MK0440
 MK0440  NGVD 29 (??/??/92)  365.766  (m)         1200.02   (f) ADJ UNCH    2 0
 MK0440
 MK0440.Superseded values are not recommended for survey control.
 MK0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0440.See file dsdata.txt to determine how the superseded data were derived.
 MK0440
 MK0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM124017(NAD 83)
 MK0440_MARKER: DB = BENCH MARK DISK
 MK0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0440_SP_SET: BRIDGE
 MK0440_STAMPING: Q 247 1947
 MK0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0440
 MK0440  HISTORY     - Date     Condition        Report By
 MK0440  HISTORY     - 1947     MONUMENTED       CGS
 MK0440
 MK0440                          STATION DESCRIPTION
 MK0440
 MK0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0440'1.2 MI E FROM NICKERSON.
 MK0440'0.3 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MK0440'FROM THE STATION AT NICKERSON, THENCE 0.85 MILE EAST ALONG STATE
 MK0440'HIGHWAY NO. 91, AT THE EAST END OF A CONCRETE BRIDGE OVER THE
 MK0440'ELKHORN RIVER, 13.6 FEET NORTH OF THE CENTER OF THE HIGHWAY, SET
 MK0440'IN TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE
 MK0440'BRIDGE, ABOUT THE SAME ELEVATION AS THE FLOOR OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0534 ***********************************************************************
 NM0534  DESIGNATION -  Q 248
 NM0534  PID         -  NM0534
 NM0534  STATE/COUNTY-  NE/THURSTON
 NM0534  USGS QUAD   -  MACY (1966)
 NM0534
 NM0534                         *CURRENT SURVEY CONTROL
 NM0534  ___________________________________________________________________
 NM0534* NAD 83(1986)-  42 02 48.     (N)    096 19 11.     (W)     SCALED    
 NM0534* NAVD 88     -       395.142  (meters)    1296.39   (feet)  ADJUSTED  
 NM0534  ___________________________________________________________________
 NM0534  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 NM0534  DYNAMIC HT  -         395.004 (meters)    1295.94  (feet)  COMP
 NM0534  MODELED GRAV-     980,260.0   (mgal)                       NAVD 88
 NM0534
 NM0534  VERT ORDER  -  SECOND    CLASS 0
 NM0534
 NM0534.The horizontal coordinates were scaled from a topographic map and have
 NM0534.an estimated accuracy of +/- 6 seconds.
 NM0534
 NM0534.The orthometric height was determined by differential leveling
 NM0534.and adjusted by the National Geodetic Survey in June 1991..
 NM0534
 NM0534.The geoid height was determined by GEOID03.
 NM0534
 NM0534.The dynamic height is computed by dividing the NAVD 88
 NM0534.geopotential number by the normal gravity value computed on the
 NM0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0534.degrees latitude (g = 980.6199 gals.).
 NM0534
 NM0534.The modeled gravity was interpolated from observed gravity values.
 NM0534
 NM0534;                    North         East    Units  Estimated Accuracy
 NM0534;SPC NE       -   252,220.      804,510.      MT  (+/- 180 meters Scaled)
 NM0534
 NM0534                          SUPERSEDED SURVEY CONTROL
 NM0534
 NM0534  NGVD 29 (??/??/92)  394.995  (m)         1295.91   (f) ADJ UNCH    2 0
 NM0534
 NM0534.Superseded values are not recommended for survey control.
 NM0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0534.See file dsdata.txt to determine how the superseded data were derived.
 NM0534
 NM0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM218584(NAD 83)
 NM0534_MARKER: DB = BENCH MARK DISK
 NM0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0534_STAMPING: Q 248 1947
 NM0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0534+STABILITY: SURFACE MOTION
 NM0534
 NM0534  HISTORY     - Date     Condition        Report By
 NM0534  HISTORY     - 1947     MONUMENTED       CGS
 NM0534  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0534
 NM0534                          STATION DESCRIPTION
 NM0534
 NM0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0534'8.2 MI NW FROM DECATUR.
 NM0534'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0534'DECATUR, THENCE NORTHWEST 5.0 MILES ALONG U.S. HIGHWAY NO. 73 E,
 NM0534'THENCE WEST 0.3 MILE ALONG A DIRT ROAD, THENCE SOUTH 1.2 MILES
 NM0534'ALONG A DIRT ROAD, THENCE WEST 0.6 MILE ALONG A DIRT ROAD,
 NM0534'0.9 MILE EAST OF BENCH MARK P 248, AT A FARM HOUSE, 47.3 FEET
 NM0534'WEST OF THE CENTER OF THE FARM DRIVE, 28.4 FEET EAST OF A COTTONWOOD
 NM0534'TREE 1.5 FEET IN DIAMETER, 23.0 FEET NORTH OF THE CENTER OF
 NM0534'THE ROAD, 12.0 FEET WEST OF A FENCE CORNER POST, 1.0 FOOT SOUTH
 NM0534'OF A BARBED WIRE FENCE, 2.0 FEET EAST OF A 4 IN X 4 IN MARKER
 NM0534'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 NM0534'ABOVE GROUND.
 NM0534
 NM0534                          STATION RECOVERY (1965)
 NM0534
 NM0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0060 ***********************************************************************
 LH0060  DESIGNATION -  Q 249
 LH0060  PID         -  LH0060
 LH0060  STATE/COUNTY-  NE/HALL
 LH0060  USGS QUAD   -  GRAND ISLAND (1993)
 LH0060
 LH0060                         *CURRENT SURVEY CONTROL
 LH0060  ___________________________________________________________________
 LH0060* NAD 83(1986)-  40 56 24.     (N)    098 19 14.     (W)     SCALED    
 LH0060* NAVD 88     -       564.259  (meters)    1851.24   (feet)  ADJUSTED  
 LH0060  ___________________________________________________________________
 LH0060  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 LH0060  DYNAMIC HT  -         563.962 (meters)    1850.27  (feet)  COMP
 LH0060  MODELED GRAV-     980,080.4   (mgal)                       NAVD 88
 LH0060
 LH0060  VERT ORDER  -  FIRST     CLASS II
 LH0060
 LH0060.This mark is at Central Nebraska Regional Airport (GRI)
 LH0060
 LH0060.The horizontal coordinates were scaled from a topographic map and have
 LH0060.an estimated accuracy of +/- 6 seconds.
 LH0060
 LH0060.The orthometric height was determined by differential leveling
 LH0060.and adjusted by the National Geodetic Survey in June 1991..
 LH0060
 LH0060.The geoid height was determined by GEOID03.
 LH0060
 LH0060.The dynamic height is computed by dividing the NAVD 88
 LH0060.geopotential number by the normal gravity value computed on the
 LH0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0060.degrees latitude (g = 980.6199 gals.).
 LH0060
 LH0060.The modeled gravity was interpolated from observed gravity values.
 LH0060
 LH0060;                    North         East    Units  Estimated Accuracy
 LH0060;SPC NE       -   124,240.      641,380.      MT  (+/- 180 meters Scaled)
 LH0060
 LH0060                          SUPERSEDED SURVEY CONTROL
 LH0060
 LH0060  NGVD 29 (??/??/92)  564.008  (m)         1850.42   (f) ADJ UNCH    1 2
 LH0060
 LH0060.Superseded values are not recommended for survey control.
 LH0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0060.See file dsdata.txt to determine how the superseded data were derived.
 LH0060
 LH0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL571323(NAD 83)
 LH0060_MARKER: DB = BENCH MARK DISK
 LH0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0060_STAMPING: Q 249 1947
 LH0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0060+STABILITY: SURFACE MOTION
 LH0060
 LH0060  HISTORY     - Date     Condition        Report By
 LH0060  HISTORY     - 1947     MONUMENTED       CGS
 LH0060  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LH0060
 LH0060                          STATION DESCRIPTION
 LH0060
 LH0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0060'AT GRAND ISLAND.
 LH0060'AT GRAND ISLAND, AT CENTRAL AIRPORT, 162.0 FEET EAST OF THE
 LH0060'CENTER LINE OF A GRAVELED STREET THAT PARALLELS THE WEST SIDE
 LH0060'OF THE AIRPORT, 116.5 FEET EAST OF BENCH MARK P 249, 154.0 FEET
 LH0060'NORTH OF THE NORTHEAST CORNER OF A HANGAR AT THE SOUTHWEST
 LH0060'CORNER OF THE AIRPORT, 2.1 FEET NORTHWEST OF THE SOUTHWEST
 LH0060'CORNER OF THE ADMINISTRATION BUILDING AND 1.5 FEET WEST OF
 LH0060'THE WEST WALL OF THE BUILDING, SET IN THE TOP OF A CONCRETE
 LH0060'POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 LH0060
 LH0060                          STATION RECOVERY (1990)
 LH0060
 LH0060'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0043 ***********************************************************************
 LJ0043  DESIGNATION -  Q 25
 LJ0043  PID         -  LJ0043
 LJ0043  STATE/COUNTY-  NE/RED WILLOW
 LJ0043  USGS QUAD   -  DANBURY NE (1983)
 LJ0043
 LJ0043                         *CURRENT SURVEY CONTROL
 LJ0043  ___________________________________________________________________
 LJ0043* NAD 83(1986)-  40 14 53.     (N)    100 18 24.     (W)     SCALED    
 LJ0043* NAVD 88     -       710.318  (meters)    2330.43   (feet)  ADJUSTED  
 LJ0043  ___________________________________________________________________
 LJ0043  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 LJ0043  DYNAMIC HT  -         709.861 (meters)    2328.94  (feet)  COMP
 LJ0043  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 LJ0043
 LJ0043  VERT ORDER  -  FIRST     CLASS II
 LJ0043
 LJ0043.The horizontal coordinates were scaled from a topographic map and have
 LJ0043.an estimated accuracy of +/- 6 seconds.
 LJ0043
 LJ0043.The orthometric height was determined by differential leveling
 LJ0043.and adjusted by the National Geodetic Survey in June 1991..
 LJ0043
 LJ0043.The geoid height was determined by GEOID03.
 LJ0043
 LJ0043.The dynamic height is computed by dividing the NAVD 88
 LJ0043.geopotential number by the normal gravity value computed on the
 LJ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0043.degrees latitude (g = 980.6199 gals.).
 LJ0043
 LJ0043.The modeled gravity was interpolated from observed gravity values.
 LJ0043
 LJ0043;                    North         East    Units  Estimated Accuracy
 LJ0043;SPC NE       -    46,090.      473,910.      MT  (+/- 180 meters Scaled)
 LJ0043
 LJ0043                          SUPERSEDED SURVEY CONTROL
 LJ0043
 LJ0043  NGVD 29 (??/??/92)  710.020  (m)         2329.46   (f) ADJ UNCH    1 2
 LJ0043
 LJ0043.Superseded values are not recommended for survey control.
 LJ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0043.See file dsdata.txt to determine how the superseded data were derived.
 LJ0043
 LJ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK888561(NAD 83)
 LJ0043_MARKER: DB = BENCH MARK DISK
 LJ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0043_STAMPING: 2329.457 Q 25 1933
 LJ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0043+STABILITY: SURFACE MOTION
 LJ0043
 LJ0043  HISTORY     - Date     Condition        Report By
 LJ0043  HISTORY     - 1933     MONUMENTED       CGS
 LJ0043  HISTORY     - 1942     GOOD             NGS
 LJ0043
 LJ0043                          STATION DESCRIPTION
 LJ0043
 LJ0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LJ0043'AT BARTLEY.
 LJ0043'AT BARTLEY, REDWILLOW COUNTY, 102 FEET EAST OF THE CHICAGO,
 LJ0043'BURLINGTON AND QUINCY RAILROAD STATION, AT THE SOUTHEAST CORNER
 LJ0043'OF THE STATION PARK, AT A ROAD CROSSING, 50 FEET WEST OF THE
 LJ0043'CENTERLINE OF THE ROAD, AND 18 FEET NORTH OF THE NORTH RAIL
 LJ0043'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 2329.457 Q 25 1933
 LJ0043'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LJ0043'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0018 ***********************************************************************
 LH0018  DESIGNATION -  Q 250
 LH0018  PID         -  LH0018
 LH0018  STATE/COUNTY-  NE/ADAMS
 LH0018  USGS QUAD   -  HASTINGS WEST (1983)
 LH0018
 LH0018                         *CURRENT SURVEY CONTROL
 LH0018  ___________________________________________________________________
 LH0018* NAD 83(1986)-  40 35 49.     (N)    098 25 26.     (W)     SCALED    
 LH0018* NAVD 88     -       591.698  (meters)    1941.26   (feet)  ADJUSTED  
 LH0018  ___________________________________________________________________
 LH0018  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 LH0018  DYNAMIC HT  -         591.367 (meters)    1940.18  (feet)  COMP
 LH0018  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 LH0018
 LH0018  VERT ORDER  -  FIRST     CLASS II
 LH0018
 LH0018.This mark is at Hastings Municipal Airport (HSI)
 LH0018
 LH0018.The horizontal coordinates were scaled from a topographic map and have
 LH0018.an estimated accuracy of +/- 6 seconds.
 LH0018
 LH0018.The orthometric height was determined by differential leveling
 LH0018.and adjusted by the National Geodetic Survey in June 1991..
 LH0018
 LH0018.The geoid height was determined by GEOID03.
 LH0018
 LH0018.The dynamic height is computed by dividing the NAVD 88
 LH0018.geopotential number by the normal gravity value computed on the
 LH0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0018.degrees latitude (g = 980.6199 gals.).
 LH0018
 LH0018.The modeled gravity was interpolated from observed gravity values.
 LH0018
 LH0018;                    North         East    Units  Estimated Accuracy
 LH0018;SPC NE       -    86,000.      633,380.      MT  (+/- 180 meters Scaled)
 LH0018
 LH0018                          SUPERSEDED SURVEY CONTROL
 LH0018
 LH0018  NGVD 29 (??/??/92)  591.467  (m)         1940.50   (f) ADJ UNCH    1 2
 LH0018
 LH0018.Superseded values are not recommended for survey control.
 LH0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0018.See file dsdata.txt to determine how the superseded data were derived.
 LH0018
 LH0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK487941(NAD 83)
 LH0018_MARKER: DB = BENCH MARK DISK
 LH0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0018_STAMPING: Q 250 1947
 LH0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0018+STABILITY: SURFACE MOTION
 LH0018
 LH0018  HISTORY     - Date     Condition        Report By
 LH0018  HISTORY     - 1947     MONUMENTED       CGS
 LH0018  HISTORY     - 1964     MARK NOT FOUND   NGS
 LH0018
 LH0018                          STATION DESCRIPTION
 LH0018
 LH0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0018'2.9 MI NW FROM HASTINGS.
 LH0018'1.8 MILES WEST ALONG U.S. HIGHWAY NO. 6 (CITY ROUTE), FROM THE
 LH0018'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT HASTINGS,
 LH0018'THENCE NORTH 0.9 MILE ALONG A SECTION LINE ROAD, THENCE WEST
 LH0018'0.2 MILE ALONG A SECTION LINE ROAD, AT THE HASTINGS MUNICIPAL
 LH0018'AIRPORT, IN THE SMALL LAWN ON THE SOUTH SIDE OF THE OFFICE
 LH0018'BUILDING, 50.3 FEET SOUTH OF THE SOUTH ENTRANCE TO THE BUILDING,
 LH0018'2.2 FEET NORTH OF A FLAG POLE, SET IN THE TOP OF A CONCRETE POST
 LH0018'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.  NOTE-- LOCAL INQUIRY
 LH0018'WAS MADE AND WAS FOUND TO HAVE BEEN COVERED BY ASPHALT DURING
 LH0018'THE CONSTRUCTION OF A DRIVEWAY.  IT HAD ALSO BEEN HIT BY HEAVY
 LH0018'EQUIPMENT.
 LH0018
 LH0018                          STATION RECOVERY (1964)
 LH0018
 LH0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LH0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0250 ***********************************************************************
 LH0250  DESIGNATION -  Q 252
 LH0250  PID         -  LH0250
 LH0250  STATE/COUNTY-  NE/WEBSTER
 LH0250  USGS QUAD   -  COWLES (1974)
 LH0250
 LH0250                         *CURRENT SURVEY CONTROL
 LH0250  ___________________________________________________________________
 LH0250* NAD 83(1986)-  40 08 49.     (N)    098 26 40.     (W)     SCALED    
 LH0250* NAVD 88     -       533.379  (meters)    1749.93   (feet)  ADJUSTED  
 LH0250  ___________________________________________________________________
 LH0250  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LH0250  DYNAMIC HT  -         533.054 (meters)    1748.86  (feet)  COMP
 LH0250  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 LH0250
 LH0250  VERT ORDER  -  FIRST     CLASS II
 LH0250
 LH0250.The horizontal coordinates were scaled from a topographic map and have
 LH0250.an estimated accuracy of +/- 6 seconds.
 LH0250
 LH0250.The orthometric height was determined by differential leveling
 LH0250.and adjusted by the National Geodetic Survey in June 1991..
 LH0250
 LH0250.The geoid height was determined by GEOID03.
 LH0250
 LH0250.The dynamic height is computed by dividing the NAVD 88
 LH0250.geopotential number by the normal gravity value computed on the
 LH0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0250.degrees latitude (g = 980.6199 gals.).
 LH0250
 LH0250.The modeled gravity was interpolated from observed gravity values.
 LH0250
 LH0250;                    North         East    Units  Estimated Accuracy
 LH0250;SPC NE       -    36,010.      632,530.      MT  (+/- 180 meters Scaled)
 LH0250
 LH0250                          SUPERSEDED SURVEY CONTROL
 LH0250
 LH0250  NGVD 29 (??/??/92)  533.159  (m)         1749.21   (f) ADJ UNCH    1 2
 LH0250
 LH0250.Superseded values are not recommended for survey control.
 LH0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0250.See file dsdata.txt to determine how the superseded data were derived.
 LH0250
 LH0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK473442(NAD 83)
 LH0250_MARKER: DB = BENCH MARK DISK
 LH0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0250_STAMPING: Q 252 1947
 LH0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0250+STABILITY: SURFACE MOTION
 LH0250
 LH0250  HISTORY     - Date     Condition        Report By
 LH0250  HISTORY     - 1947     MONUMENTED       CGS
 LH0250
 LH0250                          STATION DESCRIPTION
 LH0250
 LH0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0250'1.7 MI S FROM COWLES.
 LH0250'1.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0250'FROM THE STATION AT COWLES, SET IN THE SOUTHWEST QUARTER OF A
 LH0250'ROAD CROSSING, 93.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LH0250'40.0 FEET WEST OF THE WEST RAIL OF THE TRACK, 1.9 FEET EAST
 LH0250'OF A FENCE, 1.6 FEET NORTH OF A REFERENCE POST, SET IN THE
 LH0250'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0795 ***********************************************************************
 MJ0795  DESIGNATION -  Q 253
 MJ0795  PID         -  MJ0795
 MJ0795  STATE/COUNTY-  NE/DOUGLAS
 MJ0795  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0795
 MJ0795                         *CURRENT SURVEY CONTROL
 MJ0795  ___________________________________________________________________
 MJ0795* NAD 83(1986)-  41 12 47.     (N)    095 55 58.     (W)     SCALED    
 MJ0795* NAVD 88     -       316.700  (meters)    1039.04   (feet)  ADJUSTED  
 MJ0795  ___________________________________________________________________
 MJ0795  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 MJ0795  DYNAMIC HT  -         316.568 (meters)    1038.61  (feet)  COMP
 MJ0795  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 MJ0795
 MJ0795  VERT ORDER  -  FIRST     CLASS II
 MJ0795
 MJ0795.The horizontal coordinates were scaled from a topographic map and have
 MJ0795.an estimated accuracy of +/- 6 seconds.
 MJ0795
 MJ0795.The orthometric height was determined by differential leveling
 MJ0795.and adjusted by the National Geodetic Survey in June 1991..
 MJ0795
 MJ0795.The geoid height was determined by GEOID03.
 MJ0795
 MJ0795.The dynamic height is computed by dividing the NAVD 88
 MJ0795.geopotential number by the normal gravity value computed on the
 MJ0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0795.degrees latitude (g = 980.6199 gals.).
 MJ0795
 MJ0795.The modeled gravity was interpolated from observed gravity values.
 MJ0795
 MJ0795;                    North         East    Units  Estimated Accuracy
 MJ0795;SPC NE       -   161,200.      840,850.      MT  (+/- 180 meters Scaled)
 MJ0795
 MJ0795                          SUPERSEDED SURVEY CONTROL
 MJ0795
 MJ0795  NGVD 29 (??/??/92)  316.580  (m)         1038.65   (f) ADJ UNCH    1 2
 MJ0795
 MJ0795.Superseded values are not recommended for survey control.
 MJ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0795.See file dsdata.txt to determine how the superseded data were derived.
 MJ0795
 MJ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF541665(NAD 83)
 MJ0795_MARKER: DB = BENCH MARK DISK
 MJ0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0795_SP_SET: BRIDGE
 MJ0795_STAMPING: Q 253 1947
 MJ0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0795
 MJ0795  HISTORY     - Date     Condition        Report By
 MJ0795  HISTORY     - 1947     MONUMENTED       CGS
 MJ0795  HISTORY     - 1976     POOR             NGS
 MJ0795
 MJ0795                          STATION DESCRIPTION
 MJ0795
 MJ0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0795'AT OMAHA.
 MJ0795'AT THE INTERSECTION OF MISSOURI AVENUE AND RIVER DRIVE, AT THE
 MJ0795'SOUTH OMAHA BRIDGE OVER THE MISSOURI RIVER, IN THE EAST FACE
 MJ0795'OF THE WEST UPRIGHT SUPPORT AT THE WEST END OF THE BRIDGE,
 MJ0795'40 FEET WEST OF THE CENTER LINE OF RIVER DRIVE AND 4 FEET HIGHER,
 MJ0795'24 FEET NORTH OF THE SOUTH END OF THE UPRIGHT SUPPORT, AND SET
 MJ0795'VERTICALLY.  A BRONZE DISK SET IN A DRILL HOLE IN CONCRETE.
 MJ0795
 MJ0795                          STATION RECOVERY (1976)
 MJ0795
 MJ0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MJ0795'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0666 ***********************************************************************
 MJ0666  DESIGNATION -  Q 254
 MJ0666  PID         -  MJ0666
 MJ0666  STATE/COUNTY-  NE/DOUGLAS
 MJ0666  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0666
 MJ0666                         *CURRENT SURVEY CONTROL
 MJ0666  ___________________________________________________________________
 MJ0666* NAD 83(1986)-  41 14 28.     (N)    095 57 21.     (W)     SCALED    
 MJ0666* NAVD 88     -       349.730  (meters)    1147.41   (feet)  ADJUSTED  
 MJ0666  ___________________________________________________________________
 MJ0666  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 MJ0666  DYNAMIC HT  -         349.582 (meters)    1146.92  (feet)  COMP
 MJ0666  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 MJ0666
 MJ0666  VERT ORDER  -  FIRST     CLASS II
 MJ0666
 MJ0666.The horizontal coordinates were scaled from a topographic map and have
 MJ0666.an estimated accuracy of +/- 6 seconds.
 MJ0666
 MJ0666.The orthometric height was determined by differential leveling
 MJ0666.and adjusted by the National Geodetic Survey in June 1991..
 MJ0666.WARNING-Repeat measurements at this control monument indicate possible
 MJ0666.vertical movement.
 MJ0666
 MJ0666.The geoid height was determined by GEOID03.
 MJ0666
 MJ0666.The dynamic height is computed by dividing the NAVD 88
 MJ0666.geopotential number by the normal gravity value computed on the
 MJ0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0666.degrees latitude (g = 980.6199 gals.).
 MJ0666
 MJ0666.The modeled gravity was interpolated from observed gravity values.
 MJ0666
 MJ0666;                    North         East    Units  Estimated Accuracy
 MJ0666;SPC NE       -   164,220.      838,780.      MT  (+/- 180 meters Scaled)
 MJ0666
 MJ0666                          SUPERSEDED SURVEY CONTROL
 MJ0666
 MJ0666  NGVD 29 (??/??/92)  349.628  (m)         1147.07   (f) ADJ UNCH    1 2
 MJ0666
 MJ0666.Superseded values are not recommended for survey control.
 MJ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0666.See file dsdata.txt to determine how the superseded data were derived.
 MJ0666
 MJ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF523697(NAD 83)
 MJ0666_MARKER: DB = BENCH MARK DISK
 MJ0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0666_SP_SET: CONCRETE POST
 MJ0666_STAMPING: Q 254 1947
 MJ0666_MARK LOGO: CGS   
 MJ0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0666+STABILITY: SURFACE MOTION
 MJ0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ0666+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1989
 MJ0666
 MJ0666  HISTORY     - Date     Condition        Report By
 MJ0666  HISTORY     - 1947     MONUMENTED       CGS
 MJ0666  HISTORY     - 1976     GOOD             LOCSUR
 MJ0666  HISTORY     - 19890808 GOOD             NGS
 MJ0666
 MJ0666                          STATION DESCRIPTION
 MJ0666
 MJ0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0666'AT OMAHA.
 MJ0666'AT OMAHA, ALONG THE EAST SIDE OF HANSCOM PARK AND AT THE JUNCTION
 MJ0666'OF PARK AVENUE AND SHIRLEY STREET, 78.3 FEET EAST SOUTHEAST
 MJ0666'OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION AND FLOOR OF A
 MJ0666'SERIES OF TENNIS COURTS, 20.5 FEET SOUTHWEST OF THE TOP OF A
 MJ0666'FIRE HYDRANT, 15.6 FEET WEST OF THE WEST EDGE OF THE WEST CURB
 MJ0666'OF PARK AVENUE, 6.4 FEET WEST OF THE WEST EDGE OF A CONCRETE
 MJ0666'WALK ALONG THE WEST SIDE OF PARK AVENUE, 5.1 FEET SOUTH OF THE
 MJ0666'SOUTH EDGE OF A CONCRETE WALK LEADING WEST ALONG THE SOUTH SIDE
 MJ0666'OF A SERIES OF TENNIS COURTS AND INTO THE PARK, 5.0 FEET WEST
 MJ0666'OF THE JUNCTION POINT OF TWO LINES MADE ON TOP OF A 1 FOOT
 MJ0666'REFERENCE BLOCK WHICH HAS USBM 5 STENCILED ON TOP AND WHICH
 MJ0666'IS FLUSH WITH THE GROUND, SET IN A CONCRETE POST WHICH IS IN
 MJ0666'LINE WITH THE NORTH CURB OF SHIRLEY STREET AND 0.4 FOOT UNDERGROUND.
 MJ0666
 MJ0666                          STATION RECOVERY (1976)
 MJ0666
 MJ0666'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0666'RECOVERED IN GOOD CONDITION.
 MJ0666
 MJ0666                          STATION RECOVERY (1989)
 MJ0666
 MJ0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MJ0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0810 ***********************************************************************
 MJ0810  DESIGNATION -  Q 255
 MJ0810  PID         -  MJ0810
 MJ0810  STATE/COUNTY-  NE/DOUGLAS
 MJ0810  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0810
 MJ0810                         *CURRENT SURVEY CONTROL
 MJ0810  ___________________________________________________________________
 MJ0810* NAD 83(1986)-  41 13 29.     (N)    095 58 34.     (W)     SCALED    
 MJ0810* NAVD 88     -       368.063  (meters)    1207.55   (feet)  ADJUSTED  
 MJ0810  ___________________________________________________________________
 MJ0810  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 MJ0810  DYNAMIC HT  -         367.908 (meters)    1207.04  (feet)  COMP
 MJ0810  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 MJ0810
 MJ0810  VERT ORDER  -  FIRST     CLASS II
 MJ0810
 MJ0810.The horizontal coordinates were scaled from a topographic map and have
 MJ0810.an estimated accuracy of +/- 6 seconds.
 MJ0810
 MJ0810.The orthometric height was determined by differential leveling
 MJ0810.and adjusted by the National Geodetic Survey in June 1991..
 MJ0810
 MJ0810.The geoid height was determined by GEOID03.
 MJ0810
 MJ0810.The dynamic height is computed by dividing the NAVD 88
 MJ0810.geopotential number by the normal gravity value computed on the
 MJ0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0810.degrees latitude (g = 980.6199 gals.).
 MJ0810
 MJ0810.The modeled gravity was interpolated from observed gravity values.
 MJ0810
 MJ0810;                    North         East    Units  Estimated Accuracy
 MJ0810;SPC NE       -   162,330.      837,170.      MT  (+/- 180 meters Scaled)
 MJ0810
 MJ0810                          SUPERSEDED SURVEY CONTROL
 MJ0810
 MJ0810  NGVD 29 (??/??/92)  367.941  (m)         1207.15   (f) ADJ UNCH    1 2
 MJ0810
 MJ0810.Superseded values are not recommended for survey control.
 MJ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0810.See file dsdata.txt to determine how the superseded data were derived.
 MJ0810
 MJ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF505679(NAD 83)
 MJ0810_MARKER: DB = BENCH MARK DISK
 MJ0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0810_STAMPING: Q 255 1947
 MJ0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0810+STABILITY: SURFACE MOTION
 MJ0810
 MJ0810  HISTORY     - Date     Condition        Report By
 MJ0810  HISTORY     - 1947     MONUMENTED       CGS
 MJ0810  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0810
 MJ0810                          STATION DESCRIPTION
 MJ0810
 MJ0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0810'AT OMAHA.
 MJ0810'AT OMAHA, IN THE 3600 BLOCK OF 42ND STREET, 15.7 FEET WEST OF
 MJ0810'THE WEST CURB OF 42ND STREET, 10.3 FEET EAST OF A 6-INCH LOCUST
 MJ0810'TREE, 7.0 FEET NORTH OF THE NORTH EDGE OF THE CONCRETE DRIVE
 MJ0810'LEADING TO FRAME HOUSE NUMBER 3608 42ND STREET, ON LINE WITH
 MJ0810'A ROW OF TREES LEADING EAST FROM 42ND STREET AND THE PROPERTY
 MJ0810'LINE FENCE LEADING WEST FROM 42ND STREET, 5.0 FEET WEST OF THE
 MJ0810'JUNCTION OF LINES ON TOP OF A 1 FOOT SQUARE CONCRETE REFERENCE
 MJ0810'BLOCK WHICH IS SET FLUSH WITH THE GROUND AND WHICH HAS USBM 5
 MJ0810'AND A LINE POINTING TOWARDS THE BENCH MARK STENCILED ON THE TOP,
 MJ0810'SET IN THE TOP OF A CONCRETE POST 0.5 FOOT UNDERGROUND.
 MJ0810
 MJ0810                          STATION RECOVERY (1955)
 MJ0810
 MJ0810'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0110 ***********************************************************************
 LG0110  DESIGNATION -  Q 257
 LG0110  PID         -  LG0110
 LG0110  STATE/COUNTY-  NE/OTOE
 LG0110  USGS QUAD   -  DUNBAR (1966)
 LG0110
 LG0110                         *CURRENT SURVEY CONTROL
 LG0110  ___________________________________________________________________
 LG0110* NAD 83(1986)-  40 42 43.     (N)    096 01 31.     (W)     SCALED    
 LG0110* NAVD 88     -       373.408  (meters)    1225.09   (feet)  ADJUSTED  
 LG0110  ___________________________________________________________________
 LG0110  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 LG0110  DYNAMIC HT  -         373.218 (meters)    1224.47  (feet)  COMP
 LG0110  MODELED GRAV-     980,105.7   (mgal)                       NAVD 88
 LG0110
 LG0110  VERT ORDER  -  SECOND    CLASS 0
 LG0110
 LG0110.The horizontal coordinates were scaled from a topographic map and have
 LG0110.an estimated accuracy of +/- 6 seconds.
 LG0110
 LG0110.The orthometric height was determined by differential leveling
 LG0110.and adjusted by the National Geodetic Survey in June 1991..
 LG0110
 LG0110.The geoid height was determined by GEOID03.
 LG0110
 LG0110.The dynamic height is computed by dividing the NAVD 88
 LG0110.geopotential number by the normal gravity value computed on the
 LG0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0110.degrees latitude (g = 980.6199 gals.).
 LG0110
 LG0110.The modeled gravity was interpolated from observed gravity values.
 LG0110
 LG0110;                    North         East    Units  Estimated Accuracy
 LG0110;SPC NE       -   105,270.      835,670.      MT  (+/- 180 meters Scaled)
 LG0110
 LG0110                          SUPERSEDED SURVEY CONTROL
 LG0110
 LG0110  NGVD 29 (??/??/92)  373.292  (m)         1224.71   (f) ADJ UNCH    2 0
 LG0110
 LG0110.Superseded values are not recommended for survey control.
 LG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0110.See file dsdata.txt to determine how the superseded data were derived.
 LG0110
 LG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL512110(NAD 83)
 LG0110_MARKER: DB = BENCH MARK DISK
 LG0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0110_STAMPING: Q 257 1947
 LG0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0110+STABILITY: SURFACE MOTION
 LG0110
 LG0110  HISTORY     - Date     Condition        Report By
 LG0110  HISTORY     - 1947     MONUMENTED       CGS
 LG0110
 LG0110                          STATION DESCRIPTION
 LG0110
 LG0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0110'3.3 MI N FROM DUNBAR.
 LG0110'2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LG0110'DUNBAR, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.0
 LG0110'MILE NORTH ALONG A GRAVELED ROAD, AT A ROAD CROSSING, 201.0 FEET
 LG0110'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 167.0 FEET
 LG0110'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 67.8 FEET
 LG0110'SOUTHEAST OF THE SOUTHEAST CORNER OF SMALLFOOT SCHOOL
 LG0110'HOUSE-DISTRICT NO. 11, 32.0 FEET SOUTH OF THE SOUTHEAST CORNER
 LG0110'OF A CONCRETE WELL TOP, 14.8 FEET NORTH OF A 12 INCH WILD CHERRY
 LG0110'TREE, 2.0 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF A
 LG0110'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 LG0110'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0197 ***********************************************************************
 LJ0197  DESIGNATION -  Q 26
 LJ0197  PID         -  LJ0197
 LJ0197  STATE/COUNTY-  NE/DUNDY
 LJ0197  USGS QUAD   -  MAX SE (1962)
 LJ0197
 LJ0197                         *CURRENT SURVEY CONTROL
 LJ0197  ___________________________________________________________________
 LJ0197* NAD 83(1986)-  40 07 24.     (N)    101 20 10.     (W)     SCALED    
 LJ0197* NAVD 88     -       871.928  (meters)    2860.65   (feet)  ADJUSTED  
 LJ0197  ___________________________________________________________________
 LJ0197  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 LJ0197  DYNAMIC HT  -         871.313 (meters)    2858.63  (feet)  COMP
 LJ0197  MODELED GRAV-     979,891.0   (mgal)                       NAVD 88
 LJ0197
 LJ0197  VERT ORDER  -  FIRST     CLASS II
 LJ0197
 LJ0197.The horizontal coordinates were scaled from a topographic map and have
 LJ0197.an estimated accuracy of +/- 6 seconds.
 LJ0197
 LJ0197.The orthometric height was determined by differential leveling
 LJ0197.and adjusted by the National Geodetic Survey in June 1991..
 LJ0197
 LJ0197.The geoid height was determined by GEOID03.
 LJ0197
 LJ0197.The dynamic height is computed by dividing the NAVD 88
 LJ0197.geopotential number by the normal gravity value computed on the
 LJ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0197.degrees latitude (g = 980.6199 gals.).
 LJ0197
 LJ0197.The modeled gravity was interpolated from observed gravity values.
 LJ0197
 LJ0197;                    North         East    Units  Estimated Accuracy
 LJ0197;SPC NE       -    33,080.      386,120.      MT  (+/- 180 meters Scaled)
 LJ0197
 LJ0197                          SUPERSEDED SURVEY CONTROL
 LJ0197
 LJ0197  NGVD 29 (??/??/92)  871.581  (m)         2859.51   (f) ADJ UNCH    1 2
 LJ0197
 LJ0197.Superseded values are not recommended for survey control.
 LJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0197.See file dsdata.txt to determine how the superseded data were derived.
 LJ0197
 LJ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK009440(NAD 83)
 LJ0197_MARKER: DB = BENCH MARK DISK
 LJ0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0197_STAMPING: 2859.512 Q 26 1933
 LJ0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0197+STABILITY: SURFACE MOTION
 LJ0197
 LJ0197  HISTORY     - Date     Condition        Report By
 LJ0197  HISTORY     - 1933     MONUMENTED       CGS
 LJ0197  HISTORY     - 1943     GOOD             NGS
 LJ0197  HISTORY     - 1977     GOOD             NGS
 LJ0197
 LJ0197                          STATION DESCRIPTION
 LJ0197
 LJ0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LJ0197'4 MI E FROM MAX.
 LJ0197'4.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0197'FROM THE STATION AT MAX, DUNDY COUNTY, 2-1/2 POLES WEST OF
 LJ0197'MILEPOST 327, 79 FEET WEST OF A SIGNAL CASE, AT THE CROSSING
 LJ0197'OF A ROAD LEADING TO A FARMHOUSE, 48.3 FEET NORTH OF THE NORTH
 LJ0197'RAIL, 27 FEET EAST OF THE ROAD, AND ABOUT 1 FOOT BELOW THE LEVEL
 LJ0197'OF THE GROUND.  A STANDARD DISK, STAMPED 2859.512 Q 26 1933 AND
 LJ0197'SET IN THE TOP OF A CONCRETE POST.
 LJ0197
 LJ0197                          STATION RECOVERY (1977)
 LJ0197
 LJ0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LJ0197'FROM THE CROSS STREET AT THE WEST SIDE OF THE GRAIN ELEVATOR IN MAX,
 LJ0197'GO EAST ON US HIGHWAY 34 FOR 3.6 MILES TO A ROAD ON THE RIGHT AND
 LJ0197'LARGE SIGN DOUBLETREE SADDLE SHOP, TURN RIGHT AND GO SOUTH ON
 LJ0197'GRAVELED ROAD FOR 0.2 MILE TO THE RAILROAD TRACK AND THE BENCH MARK
 LJ0197'ON THE LEFT 48.3 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK
 LJ0197'AND 27 FEET EAST OF THE CENTER OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0757 ***********************************************************************
 LF0757  DESIGNATION -  Q 260
 LF0757  PID         -  LF0757
 LF0757  STATE/COUNTY-  NE/NEMAHA
 LF0757  USGS QUAD   -  NEMAHA (1966)
 LF0757
 LF0757                         *CURRENT SURVEY CONTROL
 LF0757  ___________________________________________________________________
 LF0757* NAD 83(1986)-  40 18 22.     (N)    095 40 18.     (W)     SCALED    
 LF0757* NAVD 88     -       286.330  (meters)     939.40   (feet)  ADJUSTED  
 LF0757  ___________________________________________________________________
 LF0757  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LF0757  DYNAMIC HT  -         286.178 (meters)     938.90  (feet)  COMP
 LF0757  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 LF0757
 LF0757  VERT ORDER  -  SECOND    CLASS 0
 LF0757
 LF0757.The horizontal coordinates were scaled from a topographic map and have
 LF0757.an estimated accuracy of +/- 6 seconds.
 LF0757
 LF0757.The orthometric height was determined by differential leveling
 LF0757.and adjusted by the National Geodetic Survey in June 1991..
 LF0757
 LF0757.The geoid height was determined by GEOID03.
 LF0757
 LF0757.The dynamic height is computed by dividing the NAVD 88
 LF0757.geopotential number by the normal gravity value computed on the
 LF0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0757.degrees latitude (g = 980.6199 gals.).
 LF0757
 LF0757.The modeled gravity was interpolated from observed gravity values.
 LF0757
 LF0757;                    North         East    Units  Estimated Accuracy
 LF0757;SPC NE       -    61,700.      867,760.      MT  (+/- 180 meters Scaled)
 LF0757
 LF0757                          SUPERSEDED SURVEY CONTROL
 LF0757
 LF0757  NGVD 29 (??/??/92)  286.256  (m)          939.16   (f) ADJ UNCH    2 0
 LF0757
 LF0757.Superseded values are not recommended for survey control.
 LF0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0757.See file dsdata.txt to determine how the superseded data were derived.
 LF0757
 LF0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE729651(NAD 83)
 LF0757_MARKER: DB = BENCH MARK DISK
 LF0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0757_STAMPING: Q 260 1947
 LF0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0757+STABILITY: SURFACE MOTION
 LF0757
 LF0757  HISTORY     - Date     Condition        Report By
 LF0757  HISTORY     - 1947     MONUMENTED       CGS
 LF0757  HISTORY     - 1960     GOOD             NGS
 LF0757
 LF0757                          STATION DESCRIPTION
 LF0757
 LF0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0757'2.4 MI S FROM NEMAHA.
 LF0757'2.45 MILES SOUTH ALONG STATE HIGHWAY NO. 67 FROM THE POST OFFICE
 LF0757'AT NEMAHA, 0.3 MILE NORTH OF THE JUNCTION OF AN EAST-WEST
 LF0757'CROSS ROAD, 96.0 FEET NORTH OF THE CENTER OF A PRIVATE DRIVE
 LF0757'WAY LEADING WEST TO A FARM HOUSE, 32.0 FEET WEST OF THE CENTER
 LF0757'OF THE HIGHWAY, 4.5 FEET NORTH OF A GUY WIRE BRACED POWER LINE
 LF0757'TRANSFORMER POLE, 1.5 FOOT SOUTH OF A REFERENCE POST, SET IN
 LF0757'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 LF0757'PROJECTING 0.1 FOOT.
 LF0757
 LF0757                          STATION RECOVERY (1960)
 LF0757
 LF0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LF0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0758 ***********************************************************************
 LF0758  DESIGNATION -  Q 260 RESET
 LF0758  PID         -  LF0758
 LF0758  STATE/COUNTY-  NE/NEMAHA
 LF0758  USGS QUAD   -  NEMAHA (1966)
 LF0758
 LF0758                         *CURRENT SURVEY CONTROL
 LF0758  ___________________________________________________________________
 LF0758* NAD 83(1986)-  40 18 22.     (N)    095 40 18.     (W)     SCALED    
 LF0758* NAVD 88     -       284.61   (meters)     933.8    (feet)  RESET     
 LF0758  ___________________________________________________________________
 LF0758  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LF0758
 LF0758  VERT ORDER  -  THIRD
 LF0758
 LF0758.The horizontal coordinates were scaled from a topographic map and have
 LF0758.an estimated accuracy of +/- 6 seconds.
 LF0758
 LF0758.The orthometric height was computed from unverified reset data.
 LF0758
 LF0758.The geoid height was determined by GEOID03.
 LF0758
 LF0758;                    North         East    Units  Estimated Accuracy
 LF0758;SPC NE       -    61,700.      867,760.      MT  (+/- 180 meters Scaled)
 LF0758
 LF0758                          SUPERSEDED SURVEY CONTROL
 LF0758
 LF0758  NGVD 29 (??/??/??)  284.53   (m)          933.5    (f) RESET       3  
 LF0758
 LF0758.Superseded values are not recommended for survey control.
 LF0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0758.See file dsdata.txt to determine how the superseded data were derived.
 LF0758
 LF0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE729651(NAD 83)
 LF0758_MARKER: DB = BENCH MARK DISK
 LF0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0758_STAMPING: Q 260 RESET 1965
 LF0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0758+STABILITY: SURFACE MOTION
 LF0758
 LF0758  HISTORY     - Date     Condition        Report By
 LF0758  HISTORY     - 1965     MONUMENTED       CGS
 LF0758
 LF0758                          STATION DESCRIPTION
 LF0758
 LF0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LF0758'2.4 MI S FROM NEMAHA.
 LF0758'2.45 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE
 LF0758'AT NEMAHA, 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LF0758'18 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO A
 LF0758'VACANT HOUSE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 LF0758'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 LF0758'ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0856 ***********************************************************************
 NM0856  DESIGNATION -  Q 261
 NM0856  PID         -  NM0856
 NM0856  STATE/COUNTY-  NE/DIXON
 NM0856  USGS QUAD   -  PONCA (1994)
 NM0856
 NM0856                         *CURRENT SURVEY CONTROL
 NM0856  ___________________________________________________________________
 NM0856* NAD 83(1986)-  42 33 27.     (N)    096 42 15.     (W)     SCALED    
 NM0856* NAVD 88     -       349.577  (meters)    1146.90   (feet)  ADJUSTED  
 NM0856  ___________________________________________________________________
 NM0856  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 NM0856  DYNAMIC HT  -         349.468 (meters)    1146.55  (feet)  COMP
 NM0856  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 NM0856
 NM0856  VERT ORDER  -  SECOND    CLASS 0
 NM0856
 NM0856.The horizontal coordinates were scaled from a topographic map and have
 NM0856.an estimated accuracy of +/- 6 seconds.
 NM0856
 NM0856.The orthometric height was determined by differential leveling
 NM0856.and adjusted by the National Geodetic Survey in June 1991..
 NM0856
 NM0856.The geoid height was determined by GEOID03.
 NM0856
 NM0856.The dynamic height is computed by dividing the NAVD 88
 NM0856.geopotential number by the normal gravity value computed on the
 NM0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0856.degrees latitude (g = 980.6199 gals.).
 NM0856
 NM0856.The modeled gravity was interpolated from observed gravity values.
 NM0856
 NM0856;                    North         East    Units  Estimated Accuracy
 NM0856;SPC NE       -   307,630.      770,550.      MT  (+/- 180 meters Scaled)
 NM0856
 NM0856                          SUPERSEDED SURVEY CONTROL
 NM0856
 NM0856  NGVD 29 (??/??/92)  349.402  (m)         1146.33   (f) ADJ UNCH    2 0
 NM0856
 NM0856.Superseded values are not recommended for survey control.
 NM0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0856.See file dsdata.txt to determine how the superseded data were derived.
 NM0856
 NM0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN884142(NAD 83)
 NM0856_MARKER: DB = BENCH MARK DISK
 NM0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0856_STAMPING: Q 261 1948
 NM0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0856+STABILITY: SURFACE MOTION
 NM0856
 NM0856  HISTORY     - Date     Condition        Report By
 NM0856  HISTORY     - 1948     MONUMENTED       CGS
 NM0856  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0856
 NM0856                          STATION DESCRIPTION
 NM0856
 NM0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0856'AT PONCA.
 NM0856'AT PONCA, 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 12 FROM
 NM0856'THE CONCRETE BRIDGE OVER AOWA CREEK, ON THE SOUTH EDGE OF TOWN,
 NM0856'ABOUT 150.0 FEET NORTH OF THE JUNCTION OF THE OLD AND NEW HIGHWAY,
 NM0856'39.0 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, 35.0 FEET
 NM0856'SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, 8.4 FEET
 NM0856'SOUTHEAST OF A TELEPHONE POLE, 1.1 FEET NORTH OF A FENCE, 1.2
 NM0856'FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 NM0856'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 NM0856
 NM0856                          STATION RECOVERY (1962)
 NM0856
 NM0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0574 ***********************************************************************
 NM0574  DESIGNATION -  Q 262
 NM0574  PID         -  NM0574
 NM0574  STATE/COUNTY-  NE/DAKOTA
 NM0574  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0574
 NM0574                         *CURRENT SURVEY CONTROL
 NM0574  ___________________________________________________________________
 NM0574* NAD 83(1986)-  42 28 30.     (N)    096 24 51.     (W)     SCALED    
 NM0574* NAVD 88     -       335.836  (meters)    1101.82   (feet)  ADJUSTED  
 NM0574  ___________________________________________________________________
 NM0574  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 NM0574  DYNAMIC HT  -         335.730 (meters)    1101.47  (feet)  COMP
 NM0574  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 NM0574
 NM0574  VERT ORDER  -  SECOND    CLASS 0
 NM0574
 NM0574.The horizontal coordinates were scaled from a topographic map and have
 NM0574.an estimated accuracy of +/- 6 seconds.
 NM0574
 NM0574.The orthometric height was determined by differential leveling
 NM0574.and adjusted by the National Geodetic Survey in June 1991..
 NM0574
 NM0574.The geoid height was determined by GEOID03.
 NM0574
 NM0574.The dynamic height is computed by dividing the NAVD 88
 NM0574.geopotential number by the normal gravity value computed on the
 NM0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0574.degrees latitude (g = 980.6199 gals.).
 NM0574
 NM0574.The modeled gravity was interpolated from observed gravity values.
 NM0574
 NM0574;                    North         East    Units  Estimated Accuracy
 NM0574;SPC NE       -   299,420.      794,730.      MT  (+/- 180 meters Scaled)
 NM0574
 NM0574                          SUPERSEDED SURVEY CONTROL
 NM0574
 NM0574  NGVD 29 (??/??/92)  335.674  (m)         1101.29   (f) ADJ UNCH    2 0
 NM0574
 NM0574.Superseded values are not recommended for survey control.
 NM0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0574.See file dsdata.txt to determine how the superseded data were derived.
 NM0574
 NM0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN125057(NAD 83)
 NM0574_MARKER: DB = BENCH MARK DISK
 NM0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0574_SP_SET: TOWER LEG BASE
 NM0574_STAMPING: Q 262 1948
 NM0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0574
 NM0574  HISTORY     - Date     Condition        Report By
 NM0574  HISTORY     - 1948     MONUMENTED       CGS
 NM0574
 NM0574                          STATION DESCRIPTION
 NM0574
 NM0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0574'AT SOUTH SIOUX CITY.
 NM0574'AT SOUTH SIOUX CITY, AT THE CITY WATER TOWER, SET IN THE SOUTHEAST
 NM0574'SIDE OF THE SOUTHEAST CONCRETE BASE OF THE STEEL LEG OF TOWER,
 NM0574'33.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CITY HALL,
 NM0574'16.5 FEET NORTHWEST OF THE NORTHWEST CURB OF U.S. HIGHWAY NO. 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0423 ***********************************************************************
 LF0423  DESIGNATION -  Q 266
 LF0423  PID         -  LF0423
 LF0423  STATE/COUNTY-  NE/RICHARDSON
 LF0423  USGS QUAD   -  BARADA (1966)
 LF0423
 LF0423                         *CURRENT SURVEY CONTROL
 LF0423  ___________________________________________________________________
 LF0423* NAD 83(1986)-  40 13 57.     (N)    095 30 19.     (W)     SCALED    
 LF0423* NAVD 88     -       266.662  (meters)     874.87   (feet)  ADJUSTED  
 LF0423  ___________________________________________________________________
 LF0423  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LF0423  DYNAMIC HT  -         266.516 (meters)     874.39  (feet)  COMP
 LF0423  MODELED GRAV-     980,071.8   (mgal)                       NAVD 88
 LF0423
 LF0423  VERT ORDER  -  SECOND    CLASS 0
 LF0423
 LF0423.The horizontal coordinates were scaled from a topographic map and have
 LF0423.an estimated accuracy of +/- 6 seconds.
 LF0423
 LF0423.The orthometric height was determined by differential leveling
 LF0423.and adjusted by the National Geodetic Survey in June 1991..
 LF0423
 LF0423.The geoid height was determined by GEOID03.
 LF0423
 LF0423.The dynamic height is computed by dividing the NAVD 88
 LF0423.geopotential number by the normal gravity value computed on the
 LF0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0423.degrees latitude (g = 980.6199 gals.).
 LF0423
 LF0423.The modeled gravity was interpolated from observed gravity values.
 LF0423
 LF0423;                    North         East    Units  Estimated Accuracy
 LF0423;SPC NE       -    54,260.      882,310.      MT  (+/- 180 meters Scaled)
 LF0423
 LF0423                          SUPERSEDED SURVEY CONTROL
 LF0423
 LF0423  NGVD 29 (??/??/92)  266.592  (m)          874.64   (f) ADJ UNCH    2 0
 LF0423
 LF0423.Superseded values are not recommended for survey control.
 LF0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0423.See file dsdata.txt to determine how the superseded data were derived.
 LF0423
 LF0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE868565(NAD 83)
 LF0423_MARKER: DB = BENCH MARK DISK
 LF0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0423_STAMPING: Q 266 1947
 LF0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0423+STABILITY: SURFACE MOTION
 LF0423
 LF0423  HISTORY     - Date     Condition        Report By
 LF0423  HISTORY     - 1947     MONUMENTED       CGS
 LF0423
 LF0423                          STATION DESCRIPTION
 LF0423
 LF0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0423'6.2 MI E FROM BARADA.
 LF0423'1.0 MILE NORTH AND 3.6 MILES EAST ALONG DIRT ROADS FROM THE
 LF0423'SCHOOL AT BARADA, THENCE 0.8 MILE EAST DOWN A STEEP HILL ROAD
 LF0423'AND 0.8 MILE SOUTHEAST ALONG A COUNTY ROAD, IN THE NORTHWEST
 LF0423'END OF THE YARD AROUND A SQUARE 2-STORY FARM HOUSE, 90.8 FEET
 LF0423'NORTHWEST OF THE NORTH CORNER OF THE FARM HOUSE, 26.0 FEET
 LF0423'SOUTHWEST OF THE CENTER OF THE ROAD, 21.5 FEET SOUTHEAST OF A
 LF0423'FENCE CORNER POST, 2.0 FEET SOUTHEAST OF A REFERENCE POST, 1.0
 LF0423'FOOT SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY FENCE, SET IN A
 LF0423'CONCRETE POST ABOUT 2 FEET BELOW THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0648 ***********************************************************************
 LF0648  DESIGNATION -  Q 267
 LF0648  PID         -  LF0648
 LF0648  STATE/COUNTY-  NE/RICHARDSON
 LF0648  USGS QUAD   -  VERDON (1966)
 LF0648
 LF0648                         *CURRENT SURVEY CONTROL
 LF0648  ___________________________________________________________________
 LF0648* NAD 83(1986)-  40 08 44.     (N)    095 38 53.     (W)     SCALED    
 LF0648* NAVD 88     -       287.115  (meters)     941.98   (feet)  ADJUSTED  
 LF0648  ___________________________________________________________________
 LF0648  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LF0648  DYNAMIC HT  -         286.956 (meters)     941.45  (feet)  COMP
 LF0648  MODELED GRAV-     980,064.5   (mgal)                       NAVD 88
 LF0648
 LF0648  VERT ORDER  -  SECOND    CLASS 0
 LF0648
 LF0648.The horizontal coordinates were scaled from a topographic map and have
 LF0648.an estimated accuracy of +/- 6 seconds.
 LF0648
 LF0648.The orthometric height was determined by differential leveling
 LF0648.and adjusted by the National Geodetic Survey in June 1991..
 LF0648
 LF0648.The geoid height was determined by GEOID03.
 LF0648
 LF0648.The dynamic height is computed by dividing the NAVD 88
 LF0648.geopotential number by the normal gravity value computed on the
 LF0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0648.degrees latitude (g = 980.6199 gals.).
 LF0648
 LF0648.The modeled gravity was interpolated from observed gravity values.
 LF0648
 LF0648;                    North         East    Units  Estimated Accuracy
 LF0648;SPC NE       -    44,000.      870,660.      MT  (+/- 180 meters Scaled)
 LF0648
 LF0648                          SUPERSEDED SURVEY CONTROL
 LF0648
 LF0648  NGVD 29 (??/??/92)  287.048  (m)          941.76   (f) ADJ UNCH    2 0
 LF0648
 LF0648.Superseded values are not recommended for survey control.
 LF0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0648.See file dsdata.txt to determine how the superseded data were derived.
 LF0648
 LF0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE744472(NAD 83)
 LF0648_MARKER: DB = BENCH MARK DISK
 LF0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0648_SP_SET: BRIDGE
 LF0648_STAMPING: Q 267 1947
 LF0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0648
 LF0648  HISTORY     - Date     Condition        Report By
 LF0648  HISTORY     - 1947     MONUMENTED       CGS
 LF0648  HISTORY     - 1980     GOOD             LOCSUR
 LF0648
 LF0648                          STATION DESCRIPTION
 LF0648
 LF0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0648'3.4 MI E FROM VERDON.
 LF0648'3.35 MILES EAST ALONG U.S. HIGHWAY NO. 73 FROM THE MISSOURI
 LF0648'PACIFIC RAILROAD STATION AT VERDON, AT THE EAST END OF A CONCRETE
 LF0648'BRIDE OVER MACKELROY CREEK, 0.25 MILE EAST OF A NORTH-SOUTH
 LF0648'CROSS ROAD, 16.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, SET
 LF0648'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE WING
 LF0648'WALL OF THE BRIDGE AND ABOUT 0.5 FOOT ABOVE THE HIGHWAY.
 LF0648
 LF0648                          STATION RECOVERY (1980)
 LF0648
 LF0648'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0649 ***********************************************************************
 LF0649  DESIGNATION -  Q 267 RESET
 LF0649  PID         -  LF0649
 LF0649  STATE/COUNTY-  NE/RICHARDSON
 LF0649  USGS QUAD   -  VERDON (1966)
 LF0649
 LF0649                         *CURRENT SURVEY CONTROL
 LF0649  ___________________________________________________________________
 LF0649* NAD 83(1986)-  40 08 44.     (N)    095 38 53.     (W)     SCALED    
 LF0649* NAVD 88     -       288.01   (+/-2cm)     944.9    (feet)  VERTCON   
 LF0649  ___________________________________________________________________
 LF0649  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LF0649
 LF0649  VERT ORDER  -  THIRD (See Below)
 LF0649
 LF0649.The horizontal coordinates were scaled from a topographic map and have
 LF0649.an estimated accuracy of +/- 6 seconds.
 LF0649
 LF0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 LF0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LF0649.The vertical order pertains to the NGVD 29 superseded value.
 LF0649
 LF0649.The geoid height was determined by GEOID03.
 LF0649
 LF0649;                    North         East    Units  Estimated Accuracy
 LF0649;SPC NE       -    44,000.      870,660.      MT  (+/- 180 meters Scaled)
 LF0649
 LF0649                          SUPERSEDED SURVEY CONTROL
 LF0649
 LF0649  NGVD 29 (08/02/06)  287.95   (m)          944.7    (f) RESET       3  
 LF0649
 LF0649.Superseded values are not recommended for survey control.
 LF0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0649.See file dsdata.txt to determine how the superseded data were derived.
 LF0649
 LF0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE744472(NAD 83)
 LF0649_MARKER: DB = BENCH MARK DISK
 LF0649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0649_SP_SET: BRIDGE
 LF0649_STAMPING: Q 267 RESET 1974
 LF0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0649
 LF0649  HISTORY     - Date     Condition        Report By
 LF0649  HISTORY     - 1974     MONUMENTED       NGS
 LF0649  HISTORY     - 1975     GOOD             NGS
 LF0649
 LF0649                          STATION DESCRIPTION
 LF0649
 LF0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LF0649'3.4 MI E FROM VERDON.
 LF0649'3.35 MILES EAST ALONG U.S. HIGHWAY 73 FROM THE HIGHWAY OVERPASS
 LF0649'AT VERDON IN THE NORTHWEST BRIDGE WING ABOUT 30 INCHES ABOVE
 LF0649'THE HIGHWAY, ABOUT 2 1/2 FEET EAST OF THE WEST EDGE AND 1 FOOT
 LF0649'WEST OF THE WEST EDGE OF A METAL RAIL.  A STANDARD DISK STAMPED
 LF0649'Q 267 RESET 1974, CEMENTED IN A DRILL HOLE IN THE BRIDGE WING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0223 ***********************************************************************
 LH0223  DESIGNATION -  Q 268
 LH0223  PID         -  LH0223
 LH0223  STATE/COUNTY-  NE/NUCKOLLS
 LH0223  USGS QUAD   -  GUIDE ROCK (1974)
 LH0223
 LH0223                         *CURRENT SURVEY CONTROL
 LH0223  ___________________________________________________________________
 LH0223* NAD 83(1986)-  40 03 53.     (N)    098 16 06.     (W)     SCALED    
 LH0223* NAVD 88     -       492.733  (meters)    1616.57   (feet)  ADJUSTED  
 LH0223  ___________________________________________________________________
 LH0223  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 LH0223  DYNAMIC HT  -         492.439 (meters)    1615.61  (feet)  COMP
 LH0223  MODELED GRAV-     980,015.6   (mgal)                       NAVD 88
 LH0223
 LH0223  VERT ORDER  -  FIRST     CLASS II
 LH0223
 LH0223.The horizontal coordinates were scaled from a topographic map and have
 LH0223.an estimated accuracy of +/- 6 seconds.
 LH0223
 LH0223.The orthometric height was determined by differential leveling
 LH0223.and adjusted by the National Geodetic Survey in June 1991..
 LH0223
 LH0223.The geoid height was determined by GEOID03.
 LH0223
 LH0223.The dynamic height is computed by dividing the NAVD 88
 LH0223.geopotential number by the normal gravity value computed on the
 LH0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0223.degrees latitude (g = 980.6199 gals.).
 LH0223
 LH0223.The modeled gravity was interpolated from observed gravity values.
 LH0223
 LH0223;                    North         East    Units  Estimated Accuracy
 LH0223;SPC NE       -    27,170.      647,720.      MT  (+/- 180 meters Scaled)
 LH0223
 LH0223                          SUPERSEDED SURVEY CONTROL
 LH0223
 LH0223  NGVD 29 (??/??/92)  492.536  (m)         1615.93   (f) ADJ UNCH    1 2
 LH0223
 LH0223.Superseded values are not recommended for survey control.
 LH0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0223.See file dsdata.txt to determine how the superseded data were derived.
 LH0223
 LH0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK623351(NAD 83)
 LH0223_MARKER: DB = BENCH MARK DISK
 LH0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0223_STAMPING: Q 268 1947
 LH0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0223+STABILITY: SURFACE MOTION
 LH0223
 LH0223  HISTORY     - Date     Condition        Report By
 LH0223  HISTORY     - 1947     MONUMENTED       CGS
 LH0223
 LH0223                          STATION DESCRIPTION
 LH0223
 LH0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0223'3.3 MI E FROM GUIDE ROCK.
 LH0223'3.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0223'FROM THE STATION AT GUIDE ROCK, AT A PRIVATE ROAD CROSSING,
 LH0223'59.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF WOODEN TRESTLE
 LH0223'NO. 181.59, 47.8 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 LH0223'12.0 FEET EAST OF A CONCRETE POST WHICH IS AT THE EAST END OF
 LH0223'AN IRON GATE ACROSS THE PRIVATE ROAD, 2.0 FEET EAST OF A REFERENCE
 LH0223'POST, 1.0 FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE, SET IN A
 LH0223'CONCRETE POST ABOUT 1 FOOT BELOW THE TRACK AND PROJECTING 0.1
 LH0223'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0057 ***********************************************************************
 LH0057  DESIGNATION -  Q 269
 LH0057  PID         -  LH0057
 LH0057  STATE/COUNTY-  NE/HALL
 LH0057  USGS QUAD   -  GRAND ISLAND (1993)
 LH0057
 LH0057                         *CURRENT SURVEY CONTROL
 LH0057  ___________________________________________________________________
 LH0057* NAD 83(1986)-  40 56 04.     (N)    098 19 03.     (W)     SCALED    
 LH0057* NAVD 88     -       559.866  (meters)    1836.83   (feet)  ADJUSTED  
 LH0057  ___________________________________________________________________
 LH0057  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 LH0057  DYNAMIC HT  -         559.571 (meters)    1835.86  (feet)  COMP
 LH0057  MODELED GRAV-     980,080.1   (mgal)                       NAVD 88
 LH0057
 LH0057  VERT ORDER  -  FIRST     CLASS II
 LH0057
 LH0057.The horizontal coordinates were scaled from a topographic map and have
 LH0057.an estimated accuracy of +/- 6 seconds.
 LH0057
 LH0057.The orthometric height was determined by differential leveling
 LH0057.and adjusted by the National Geodetic Survey in June 1991..
 LH0057
 LH0057.The geoid height was determined by GEOID03.
 LH0057
 LH0057.The dynamic height is computed by dividing the NAVD 88
 LH0057.geopotential number by the normal gravity value computed on the
 LH0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0057.degrees latitude (g = 980.6199 gals.).
 LH0057
 LH0057.The modeled gravity was interpolated from observed gravity values.
 LH0057
 LH0057;                    North         East    Units  Estimated Accuracy
 LH0057;SPC NE       -   123,630.      641,650.      MT  (+/- 180 meters Scaled)
 LH0057
 LH0057                          SUPERSEDED SURVEY CONTROL
 LH0057
 LH0057  NGVD 29 (??/??/92)  559.615  (m)         1836.00   (f) ADJ UNCH    1 2
 LH0057
 LH0057.Superseded values are not recommended for survey control.
 LH0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0057.See file dsdata.txt to determine how the superseded data were derived.
 LH0057
 LH0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL574317(NAD 83)
 LH0057_MARKER: DB = BENCH MARK DISK
 LH0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0057_STAMPING: Q 269 1947
 LH0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0057+STABILITY: SURFACE MOTION
 LH0057
 LH0057  HISTORY     - Date     Condition        Report By
 LH0057  HISTORY     - 1947     MONUMENTED       CGS
 LH0057
 LH0057                          STATION DESCRIPTION
 LH0057
 LH0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0057'1.2 MI NE FROM GRAND ISLAND.
 LH0057'1.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 LH0057'STATION AT GRAND ISLAND, 138.6 FEET SOUTHWEST OF THE SOUTH CORNER
 LH0057'OF A WHITE FRAME BUILDING OWNED BY THE UNION PACIFIC RAILWAY
 LH0057'AND COMMONLY KNOWN AS THE MIDDLE, 30.5 FEET SOUTHEAST OF THE
 LH0057'SOUTHEAST RAIL OF THE FIRST TRACK NORTHWEST OF A ROW OF TELEGRAPH
 LH0057'POLES, 22.4 FEET NORTHEAST OF THE SOUTH POLE OF DOUBLE TELEGRAPH
 LH0057'POLES AND IN LINE WITH THE ROW OF TELEGRAPH POLES, 16.0 FEET
 LH0057'NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 4.3 FEET EAST
 LH0057'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 LH0057'PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0267 ***********************************************************************
 NO0267  DESIGNATION -  Q 27
 NO0267  PID         -  NO0267
 NO0267  STATE/COUNTY-  NE/GRANT
 NO0267  USGS QUAD   -  HYANNIS NORTH (1989)
 NO0267
 NO0267                         *CURRENT SURVEY CONTROL
 NO0267  ___________________________________________________________________
 NO0267* NAD 83(1986)-  42 02 59.     (N)    101 45 14.     (W)     SCALED    
 NO0267* NAVD 88     -      1132.979  (meters)    3717.12   (feet)  ADJUSTED  
 NO0267  ___________________________________________________________________
 NO0267  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 NO0267  DYNAMIC HT  -        1132.354 (meters)    3715.06  (feet)  COMP
 NO0267  MODELED GRAV-     980,030.2   (mgal)                       NAVD 88
 NO0267
 NO0267  VERT ORDER  -  SECOND    CLASS 0
 NO0267
 NO0267.The horizontal coordinates were scaled from a topographic map and have
 NO0267.an estimated accuracy of +/- 6 seconds.
 NO0267
 NO0267.The orthometric height was determined by differential leveling
 NO0267.and adjusted by the National Geodetic Survey in June 1991..
 NO0267
 NO0267.The geoid height was determined by GEOID03.
 NO0267
 NO0267.The dynamic height is computed by dividing the NAVD 88
 NO0267.geopotential number by the normal gravity value computed on the
 NO0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0267.degrees latitude (g = 980.6199 gals.).
 NO0267
 NO0267.The modeled gravity was interpolated from observed gravity values.
 NO0267
 NO0267;                    North         East    Units  Estimated Accuracy
 NO0267;SPC NE       -   247,550.      354,860.      MT  (+/- 180 meters Scaled)
 NO0267
 NO0267                          SUPERSEDED SURVEY CONTROL
 NO0267
 NO0267  NGVD 29 (??/??/92) 1132.508  (m)         3715.57   (f) ADJ UNCH    2 0
 NO0267
 NO0267.Superseded values are not recommended for survey control.
 NO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0267.See file dsdata.txt to determine how the superseded data were derived.
 NO0267
 NO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM720589(NAD 83)
 NO0267_MARKER: DB = BENCH MARK DISK
 NO0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0267_STAMPING: Q-27 1934
 NO0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0267+STABILITY: SURFACE MOTION
 NO0267
 NO0267  HISTORY     - Date     Condition        Report By
 NO0267  HISTORY     - 1934     MONUMENTED       CGS
 NO0267
 NO0267                          STATION DESCRIPTION
 NO0267
 NO0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0267'4.2 MI N FROM HYANNIS.
 NO0267'HYANNIS, ABOUT 4.2 MI. N. OF ALONG RD. PAST H, DAVIS RANCH,
 NO0267'ABOUT 0.5 MI. NE. OF POINT WHERE IMPROVED RD. ENDS, NEAR CENTER
 NO0267'OF SW 1/4 SEC. 17, T. 24 N., R. 38 W., 82 FT. W. OF CATTLE
 NO0267'GUARD, 4 FT. N. AND 4 FT. E. OF T-FENCE E.  AT FENCE CORNER
 NO0267'3.5 FT E OF T FENCE AND 4 FT N OF FENCE RUNNING E AND W, 82 FT
 NO0267'W OF CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0268 ***********************************************************************
 NO0268  DESIGNATION -  Q 27 RESET
 NO0268  PID         -  NO0268
 NO0268  STATE/COUNTY-  NE/GRANT
 NO0268  USGS QUAD   -  HYANNIS NORTH (1989)
 NO0268
 NO0268                         *CURRENT SURVEY CONTROL
 NO0268  ___________________________________________________________________
 NO0268* NAD 83(1986)-  42 02 58.     (N)    101 45 15.     (W)     SCALED    
 NO0268* NAVD 88     -      3719.48   (+/-2cm)   12203.0    (feet)  VERTCON   
 NO0268  ___________________________________________________________________
 NO0268  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 NO0268
 NO0268  VERT ORDER  -  ? (See Below)
 NO0268
 NO0268.The horizontal coordinates were scaled from a topographic map and have
 NO0268.an estimated accuracy of +/- 6 seconds.
 NO0268
 NO0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0268.The vertical order pertains to the NGVD 29 superseded value.
 NO0268
 NO0268.The geoid height was determined by GEOID03.
 NO0268
 NO0268;                    North         East    Units  Estimated Accuracy
 NO0268;SPC NE       -   247,520.      354,830.      MT  (+/- 180 meters Scaled)
 NO0268
 NO0268                          SUPERSEDED SURVEY CONTROL
 NO0268
 NO0268  NGVD 29 (??/??/92) 3719.010  (m)        12201.45   (f) ADJ UNCH    ?  
 NO0268
 NO0268.Superseded values are not recommended for survey control.
 NO0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0268.See file dsdata.txt to determine how the superseded data were derived.
 NO0268
 NO0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM720589(NAD 83)
 NO0268_MARKER: DB = BENCH MARK DISK
 NO0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0268_STAMPING: Q 27 RESET 1955
 NO0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0268+STABILITY: SURFACE MOTION
 NO0268
 NO0268  HISTORY     - Date     Condition        Report By
 NO0268  HISTORY     - 1955     MONUMENTED       NEDR
 NO0268  HISTORY     - 1956     GOOD             NGS
 NO0268
 NO0268                          STATION DESCRIPTION
 NO0268
 NO0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NO0268'3.7 MI N FROM HYANNIS.
 NO0268'3.7 MILES NORTH ALONG STATE HIGHWAY 61 FROM HYANNIS, GRANT COUNTY,
 NO0268'50 FEET OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION 193+22,
 NO0268'7.5 FEET NORTH OF A T-FENCE CORNER, AND 2.3 FEET EAST OF A
 NO0268'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED Q 27 RESET
 NO0268'1955 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1429 ***********************************************************************
 NM1429  DESIGNATION -  Q 270
 NM1429  PID         -  NM1429
 NM1429  STATE/COUNTY-  NE/KNOX
 NM1429  USGS QUAD   -  TABOR SE (1968)
 NM1429
 NM1429                         *CURRENT SURVEY CONTROL
 NM1429  ___________________________________________________________________
 NM1429* NAD 83(1986)-  42 50 18.     (N)    097 32 37.     (W)     SCALED    
 NM1429* NAVD 88     -       361.092  (meters)    1184.68   (feet)  ADJUSTED  
 NM1429  ___________________________________________________________________
 NM1429  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 NM1429  DYNAMIC HT  -         360.982 (meters)    1184.32  (feet)  COMP
 NM1429  MODELED GRAV-     980,304.1   (mgal)                       NAVD 88
 NM1429
 NM1429  VERT ORDER  -  SECOND    CLASS 0
 NM1429
 NM1429.The horizontal coordinates were scaled from a topographic map and have
 NM1429.an estimated accuracy of +/- 6 seconds.
 NM1429
 NM1429.The orthometric height was determined by differential leveling
 NM1429.and adjusted by the National Geodetic Survey in June 1991..
 NM1429
 NM1429.The geoid height was determined by GEOID03.
 NM1429
 NM1429.The dynamic height is computed by dividing the NAVD 88
 NM1429.geopotential number by the normal gravity value computed on the
 NM1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1429.degrees latitude (g = 980.6199 gals.).
 NM1429
 NM1429.The modeled gravity was interpolated from observed gravity values.
 NM1429
 NM1429;                    North         East    Units  Estimated Accuracy
 NM1429;SPC NE       -   336,520.      700,780.      MT  (+/- 180 meters Scaled)
 NM1429
 NM1429                          SUPERSEDED SURVEY CONTROL
 NM1429
 NM1429  NGVD 29 (??/??/92)  360.882  (m)         1183.99   (f) ADJ UNCH    2 0
 NM1429
 NM1429.Superseded values are not recommended for survey control.
 NM1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1429.See file dsdata.txt to determine how the superseded data were derived.
 NM1429
 NM1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN190438(NAD 83)
 NM1429_MARKER: DB = BENCH MARK DISK
 NM1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1429_STAMPING: Q 270
 NM1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1429+STABILITY: SURFACE MOTION
 NM1429
 NM1429  HISTORY     - Date     Condition        Report By
 NM1429  HISTORY     - UNK      MONUMENTED       CGS
 NM1429  HISTORY     - 1949     GOOD             NGS
 NM1429
 NM1429                          STATION DESCRIPTION
 NM1429
 NM1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1429'10.2 MI NW FROM CROFTON.
 NM1429'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1429'STATE HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST AND 1.2 MILES
 NM1429'NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A DIRT
 NM1429'ROAD, AT A CURVE IN THE DIRT ROAD, 24 YARDS (PACED) SOUTH OF THE
 NM1429'MISSOURI RIVER BANK, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE
 NM1429'CURVE, 1.4 FEET NORTH OF A FENCE LINE, 1.7 FEET WEST OF A REFERENCE
 NM1429'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NM1429'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1395 ***********************************************************************
 NM1395  DESIGNATION -  Q 271
 NM1395  PID         -  NM1395
 NM1395  STATE/COUNTY-  NE/KNOX
 NM1395  USGS QUAD   -  SANTEE (1978)
 NM1395
 NM1395                         *CURRENT SURVEY CONTROL
 NM1395  ___________________________________________________________________
 NM1395* NAD 83(1986)-  42 48 50.     (N)    097 48 45.     (W)     SCALED    
 NM1395* NAVD 88     -       484.336  (meters)    1589.03   (feet)  ADJUSTED  
 NM1395  ___________________________________________________________________
 NM1395  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 NM1395  DYNAMIC HT  -         484.170 (meters)    1588.48  (feet)  COMP
 NM1395  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 NM1395
 NM1395  VERT ORDER  -  SECOND    CLASS 0
 NM1395
 NM1395.The horizontal coordinates were scaled from a topographic map and have
 NM1395.an estimated accuracy of +/- 6 seconds.
 NM1395
 NM1395.The orthometric height was determined by differential leveling
 NM1395.and adjusted by the National Geodetic Survey in June 1991..
 NM1395
 NM1395.The geoid height was determined by GEOID03.
 NM1395
 NM1395.The dynamic height is computed by dividing the NAVD 88
 NM1395.geopotential number by the normal gravity value computed on the
 NM1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1395.degrees latitude (g = 980.6199 gals.).
 NM1395
 NM1395.The modeled gravity was interpolated from observed gravity values.
 NM1395
 NM1395;                    North         East    Units  Estimated Accuracy
 NM1395;SPC NE       -   333,210.      678,880.      MT  (+/- 180 meters Scaled)
 NM1395
 NM1395                          SUPERSEDED SURVEY CONTROL
 NM1395
 NM1395  NGVD 29 (??/??/92)  484.105  (m)         1588.27   (f) ADJ UNCH    2 0
 NM1395
 NM1395.Superseded values are not recommended for survey control.
 NM1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1395.See file dsdata.txt to determine how the superseded data were derived.
 NM1395
 NM1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN970408(NAD 83)
 NM1395_MARKER: DB = BENCH MARK DISK
 NM1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1395_STAMPING: Q 271 1949
 NM1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1395+STABILITY: SURFACE MOTION
 NM1395
 NM1395  HISTORY     - Date     Condition        Report By
 NM1395  HISTORY     - 1949     MONUMENTED       CGS
 NM1395
 NM1395                          STATION DESCRIPTION
 NM1395
 NM1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1395'3.2 MI SE FROM SANTEE.
 NM1395'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY
 NM1395'HALL AT SANTEE, THENCE 2.55 MILES SOUTHEAST ALONG A GRAVELED
 NM1395'ROAD, 62 YARDS (PACED) NORTHWEST OF THE NORTH EDGE OF A RAVINE,
 NM1395'29 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 NM1395'SOUTHWEST OF THE CENTER ONE OF THREE BRACE POSTS IN THE
 NM1395'SOUTHEAST-NORTHWEST FENCE LINE, 1.6 FEET NORTHWEST OF A REFERENCE
 NM1395'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 NM1395'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1047 ***********************************************************************
 NM1047  DESIGNATION -  Q 272
 NM1047  PID         -  NM1047
 NM1047  STATE/COUNTY-  NE/CEDAR
 NM1047  USGS QUAD   -  MENOMINEE (1968)
 NM1047
 NM1047                         *CURRENT SURVEY CONTROL
 NM1047  ___________________________________________________________________
 NM1047* NAD 83(1986)-  42 49 26.     (N)    097 15 44.     (W)     SCALED    
 NM1047* NAVD 88     -       356.260  (meters)    1168.83   (feet)  ADJUSTED  
 NM1047  ___________________________________________________________________
 NM1047  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NM1047  DYNAMIC HT  -         356.157 (meters)    1168.49  (feet)  COMP
 NM1047  MODELED GRAV-     980,320.0   (mgal)                       NAVD 88
 NM1047
 NM1047  VERT ORDER  -  SECOND    CLASS 0
 NM1047
 NM1047.The horizontal coordinates were scaled from a topographic map and have
 NM1047.an estimated accuracy of +/- 6 seconds.
 NM1047
 NM1047.The orthometric height was determined by differential leveling
 NM1047.and adjusted by the National Geodetic Survey in June 1991..
 NM1047
 NM1047.The geoid height was determined by GEOID03.
 NM1047
 NM1047.The dynamic height is computed by dividing the NAVD 88
 NM1047.geopotential number by the normal gravity value computed on the
 NM1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1047.degrees latitude (g = 980.6199 gals.).
 NM1047
 NM1047.The modeled gravity was interpolated from observed gravity values.
 NM1047
 NM1047;                    North         East    Units  Estimated Accuracy
 NM1047;SPC NE       -   335,600.      723,820.      MT  (+/- 180 meters Scaled)
 NM1047
 NM1047                          SUPERSEDED SURVEY CONTROL
 NM1047
 NM1047  NGVD 29 (??/??/92)  356.056  (m)         1168.16   (f) ADJ UNCH    2 0
 NM1047
 NM1047.Superseded values are not recommended for survey control.
 NM1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1047.See file dsdata.txt to determine how the superseded data were derived.
 NM1047
 NM1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN420427(NAD 83)
 NM1047_MARKER: DB = BENCH MARK DISK
 NM1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1047_STAMPING: Q 272 1949
 NM1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1047+STABILITY: SURFACE MOTION
 NM1047
 NM1047  HISTORY     - Date     Condition        Report By
 NM1047  HISTORY     - 1949     MONUMENTED       CGS
 NM1047
 NM1047                          STATION DESCRIPTION
 NM1047
 NM1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1047'1.7 MI NW FROM ST HELENA.
 NM1047'0.25 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CATHOLIC
 NM1047'CHURCH AT ST. HELENA, THENCE 0.55 MILE WEST ALONG A GRADED DIRT
 NM1047'ROAD, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 0.6
 NM1047'MILE NORTH ALONG A GRAVELED ROAD, AT THE FOOT OF A STEEP BLUFF
 NM1047'AND AT THE BOTTOM OF A LONG UP GRADE, 50 FEET WEST OF THE CENTER
 NM1047'LINE OF THE ROAD, 11 FEET SOUTHWEST OF THE CENTER LINE OF A
 NM1047'PRIVATE ROAD LEADING NORTHWEST ALONG THE FOOT OF THE BLUFF,
 NM1047'4 FEET NORTHEAST OF THE BOTTOM SLOPE OF THE BLUFF, 4.0 FEET
 NM1047'NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM1047'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0008 ***********************************************************************
 NN0008  DESIGNATION -  Q 273
 NN0008  PID         -  NN0008
 NN0008  STATE/COUNTY-  NE/BOYD
 NN0008  USGS QUAD   -  LYNCH (1950)
 NN0008
 NN0008                         *CURRENT SURVEY CONTROL
 NN0008  ___________________________________________________________________
 NN0008* NAD 83(1986)-  42 49 42.     (N)    098 25 29.     (W)     SCALED    
 NN0008* NAVD 88     -       419.800  (meters)    1377.29   (feet)  ADJUSTED  
 NN0008  ___________________________________________________________________
 NN0008  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 NN0008  DYNAMIC HT  -         419.652 (meters)    1376.81  (feet)  COMP
 NN0008  MODELED GRAV-     980,255.7   (mgal)                       NAVD 88
 NN0008
 NN0008  VERT ORDER  -  SECOND    CLASS 0
 NN0008
 NN0008.The horizontal coordinates were scaled from a topographic map and have
 NN0008.an estimated accuracy of +/- 6 seconds.
 NN0008
 NN0008.The orthometric height was determined by differential leveling
 NN0008.and adjusted by the National Geodetic Survey in June 1991..
 NN0008
 NN0008.The geoid height was determined by GEOID03.
 NN0008
 NN0008.The dynamic height is computed by dividing the NAVD 88
 NN0008.geopotential number by the normal gravity value computed on the
 NN0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0008.degrees latitude (g = 980.6199 gals.).
 NN0008
 NN0008.The modeled gravity was interpolated from observed gravity values.
 NN0008
 NN0008;                    North         East    Units  Estimated Accuracy
 NN0008;SPC NE       -   333,730.      628,790.      MT  (+/- 180 meters Scaled)
 NN0008
 NN0008                          SUPERSEDED SURVEY CONTROL
 NN0008
 NN0008  NGVD 29 (??/??/92)  419.529  (m)         1376.40   (f) ADJ UNCH    2 0
 NN0008
 NN0008.Superseded values are not recommended for survey control.
 NN0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0008.See file dsdata.txt to determine how the superseded data were derived.
 NN0008
 NN0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN470419(NAD 83)
 NN0008_MARKER: DB = BENCH MARK DISK
 NN0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0008_STAMPING: Q 273 1949
 NN0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0008+STABILITY: SURFACE MOTION
 NN0008
 NN0008  HISTORY     - Date     Condition        Report By
 NN0008  HISTORY     - 1949     MONUMENTED       CGS
 NN0008
 NN0008                          STATION DESCRIPTION
 NN0008
 NN0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0008'2.3 MI E FROM LYNCH.
 NN0008'2.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NN0008'THE STATION AT LYNCH, ABOUT ON THE CENTER LINE OF THE NORTH-SOUTH
 NN0008'RUNWAY OF THE WOOLF BROS. AIRPORT, 143.5 FEET SOUTH OF THE SOUTH
 NN0008'RAIL OF THE TRACK, 79.5 FEET SOUTHEAST OF THE FIRST POLE EAST
 NN0008'OF MILEPOST NO. 86, 83.7 FEET SOUTHWEST OF THE SECOND POLE EAST OF
 NN0008'MILEPOST NO. 86, 172.6 FEET SOUTHEAST OF BENCH MARK B 37, 35.0
 NN0008'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO. 12, 1.4 FEET
 NN0008'SOUTH OF A FENCE, 1.3 FEET WEST OF A REFERENCE POST, SET IN THE
 NN0008'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0930 ***********************************************************************
 NM0930  DESIGNATION -  Q 274
 NM0930  PID         -  NM0930
 NM0930  STATE/COUNTY-  NE/DIXON
 NM0930  USGS QUAD   -  MARTINSBURG SW (1964)
 NM0930
 NM0930                         *CURRENT SURVEY CONTROL
 NM0930  ___________________________________________________________________
 NM0930* NAD 83(1986)-  42 30 37.     (N)    096 59 46.     (W)     SCALED    
 NM0930* NAVD 88     -       482.672  (meters)    1583.57   (feet)  ADJUSTED  
 NM0930  ___________________________________________________________________
 NM0930  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 NM0930  DYNAMIC HT  -         482.513 (meters)    1583.04  (feet)  COMP
 NM0930  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 NM0930
 NM0930  VERT ORDER  -  SECOND    CLASS 0
 NM0930
 NM0930.The horizontal coordinates were scaled from a topographic map and have
 NM0930.an estimated accuracy of +/- 6 seconds.
 NM0930
 NM0930.The orthometric height was determined by differential leveling
 NM0930.and adjusted by the National Geodetic Survey in June 1991..
 NM0930
 NM0930.The geoid height was determined by GEOID03.
 NM0930
 NM0930.The dynamic height is computed by dividing the NAVD 88
 NM0930.geopotential number by the normal gravity value computed on the
 NM0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0930.degrees latitude (g = 980.6199 gals.).
 NM0930
 NM0930.The modeled gravity was interpolated from observed gravity values.
 NM0930
 NM0930;                    North         East    Units  Estimated Accuracy
 NM0930;SPC NE       -   301,510.      746,780.      MT  (+/- 180 meters Scaled)
 NM0930
 NM0930                          SUPERSEDED SURVEY CONTROL
 NM0930
 NM0930  NGVD 29 (??/??/92)  482.478  (m)         1582.93   (f) ADJ UNCH    2 0
 NM0930
 NM0930.Superseded values are not recommended for survey control.
 NM0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0930.See file dsdata.txt to determine how the superseded data were derived.
 NM0930
 NM0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN646083(NAD 83)
 NM0930_MARKER: DB = BENCH MARK DISK
 NM0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0930_STAMPING: Q 274 1949
 NM0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0930+STABILITY: SURFACE MOTION
 NM0930
 NM0930  HISTORY     - Date     Condition        Report By
 NM0930  HISTORY     - 1949     MONUMENTED       CGS
 NM0930  HISTORY     - 1966     GOOD             USGS
 NM0930
 NM0930                          STATION DESCRIPTION
 NM0930
 NM0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0930'6.8 MI N FROM DIXON.
 NM0930'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON,
 NM0930'QUINCY RAILROAD STATION AT DIXON, THENCE 3.65 MILES NORTH ALONG
 NM0930'STATE HIGHWAY 116, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT
 NM0930'ROAD, 60 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 23
 NM0930'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 25.5 FEET WEST
 NM0930'OF A FENCE CORNER POST, 23.0 FEET EAST OF THE CENTER OF A WIRE
 NM0930'GATE, 1.0 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1.5 FEET EAST
 NM0930'OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 NM0930'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0930
 NM0930                          STATION RECOVERY (1966)
 NM0930
 NM0930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0913 ***********************************************************************
 NM0913  DESIGNATION -  Q 275
 NM0913  PID         -  NM0913
 NM0913  STATE/COUNTY-  NE/DIXON
 NM0913  USGS QUAD   -  MASKELL (1994)
 NM0913
 NM0913                         *CURRENT SURVEY CONTROL
 NM0913  ___________________________________________________________________
 NM0913* NAD 83(1986)-  42 41 21.     (N)    096 58 54.     (W)     SCALED    
 NM0913* NAVD 88     -       393.546  (meters)    1291.16   (feet)  ADJUSTED  
 NM0913  ___________________________________________________________________
 NM0913  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM0913  DYNAMIC HT  -         393.421 (meters)    1290.75  (feet)  COMP
 NM0913  MODELED GRAV-     980,291.8   (mgal)                       NAVD 88
 NM0913
 NM0913  VERT ORDER  -  SECOND    CLASS 0
 NM0913
 NM0913.The horizontal coordinates were scaled from a topographic map and have
 NM0913.an estimated accuracy of +/- 6 seconds.
 NM0913
 NM0913.The orthometric height was determined by differential leveling
 NM0913.and adjusted by the National Geodetic Survey in June 1991..
 NM0913
 NM0913.The geoid height was determined by GEOID03.
 NM0913
 NM0913.The dynamic height is computed by dividing the NAVD 88
 NM0913.geopotential number by the normal gravity value computed on the
 NM0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0913.degrees latitude (g = 980.6199 gals.).
 NM0913
 NM0913.The modeled gravity was interpolated from observed gravity values.
 NM0913
 NM0913;                    North         East    Units  Estimated Accuracy
 NM0913;SPC NE       -   321,410.      747,270.      MT  (+/- 180 meters Scaled)
 NM0913
 NM0913                          SUPERSEDED SURVEY CONTROL
 NM0913
 NM0913  NGVD 29 (??/??/92)  393.345  (m)         1290.50   (f) ADJ UNCH    2 0
 NM0913
 NM0913.Superseded values are not recommended for survey control.
 NM0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0913.See file dsdata.txt to determine how the superseded data were derived.
 NM0913
 NM0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN653282(NAD 83)
 NM0913_MARKER: DB = BENCH MARK DISK
 NM0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM0913_SP_SET: WALL
 NM0913_STAMPING: Q 275 1949
 NM0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0913
 NM0913  HISTORY     - Date     Condition        Report By
 NM0913  HISTORY     - 1949     MONUMENTED       CGS
 NM0913
 NM0913                          STATION DESCRIPTION
 NM0913
 NM0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0913'AT MASKELL.
 NM0913'AT MASKELL, 2.4 FEET SOUTHOF THE NORTHWEST CORNER OF AND SET
 NM0913'VERTICALLY 2.8 FEET ABOVE THE GROUND IN THE WEST BRICK WALL
 NM0913'OF THE MASKELL HIGH SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1067 ***********************************************************************
 NM1067  DESIGNATION -  Q 276
 NM1067  PID         -  NM1067
 NM1067  STATE/COUNTY-  NE/DIXON
 NM1067  USGS QUAD   -  OBERT (1968)
 NM1067
 NM1067                         *CURRENT SURVEY CONTROL
 NM1067  ___________________________________________________________________
 NM1067* NAD 83(1986)-  42 44 01.     (N)    097 00 54.     (W)     SCALED    
 NM1067* NAVD 88     -       350.387  (meters)    1149.56   (feet)  ADJUSTED  
 NM1067  ___________________________________________________________________
 NM1067  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 NM1067  DYNAMIC HT  -         350.279 (meters)    1149.21  (feet)  COMP
 NM1067  MODELED GRAV-     980,302.7   (mgal)                       NAVD 88
 NM1067
 NM1067  VERT ORDER  -  SECOND    CLASS 0
 NM1067
 NM1067.The horizontal coordinates were scaled from a topographic map and have
 NM1067.an estimated accuracy of +/- 6 seconds.
 NM1067
 NM1067.The orthometric height was determined by differential leveling
 NM1067.and adjusted by the National Geodetic Survey in June 1991..
 NM1067
 NM1067.The geoid height was determined by GEOID03.
 NM1067
 NM1067.The dynamic height is computed by dividing the NAVD 88
 NM1067.geopotential number by the normal gravity value computed on the
 NM1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1067.degrees latitude (g = 980.6199 gals.).
 NM1067
 NM1067.The modeled gravity was interpolated from observed gravity values.
 NM1067
 NM1067;                    North         East    Units  Estimated Accuracy
 NM1067;SPC NE       -   326,250.      744,370.      MT  (+/- 180 meters Scaled)
 NM1067
 NM1067                          SUPERSEDED SURVEY CONTROL
 NM1067
 NM1067  NGVD 29 (??/??/92)  350.183  (m)         1148.89   (f) ADJ UNCH    2 0
 NM1067
 NM1067.Superseded values are not recommended for survey control.
 NM1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1067.See file dsdata.txt to determine how the superseded data were derived.
 NM1067
 NM1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN624331(NAD 83)
 NM1067_MARKER: DB = BENCH MARK DISK
 NM1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1067_STAMPING: Q 276 1949
 NM1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1067+STABILITY: SURFACE MOTION
 NM1067
 NM1067  HISTORY     - Date     Condition        Report By
 NM1067  HISTORY     - 1949     MONUMENTED       CGS
 NM1067
 NM1067                          STATION DESCRIPTION
 NM1067
 NM1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1067'11.4 MI E FROM WYNOT.
 NM1067'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1067'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1067'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1067'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1067'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.35
 NM1067'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILES EAST ALONG
 NM1067'A GRADED DIRT ROAD, 0.1 MILE WEST OF THE FARM HOME OF CLARENCE
 NM1067'GILBERTSON, 30 FEET EAST OF THE CENTER LINE OF A T ROAD LEADING
 NM1067'NORTH, 12 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 NM1067'37.0 FEET NORTHEAST OF AND ACROSS THE ROAD FROM A 30 INCH ELM
 NM1067'TREE WHICH HAS A LONG BLAZE ON ITS NORTH SIDE, 6.0 FEET NORTH
 NM1067'OF A FENCE CORNER, 2.0 FEET WEST OF A FENCE, 2.0 FEET SOUTH OF
 NM1067'A WITNESS POST, SET IN THE TOP OF A 5.5 FOOT CONCRETE POST WHICH
 NM1067'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0144 ***********************************************************************
 LG0144  DESIGNATION -  Q 277
 LG0144  PID         -  LG0144
 LG0144  STATE/COUNTY-  NE/CASS
 LG0144  USGS QUAD   -  MANLEY (1966)
 LG0144
 LG0144                         *CURRENT SURVEY CONTROL
 LG0144  ___________________________________________________________________
 LG0144* NAD 83(1986)-  40 59 02.     (N)    096 08 25.     (W)     SCALED    
 LG0144* NAVD 88     -       360.303  (meters)    1182.09   (feet)  ADJUSTED  
 LG0144  ___________________________________________________________________
 LG0144  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 LG0144  DYNAMIC HT  -         360.155 (meters)    1181.61  (feet)  COMP
 LG0144  MODELED GRAV-     980,200.6   (mgal)                       NAVD 88
 LG0144
 LG0144  VERT ORDER  -  SECOND    CLASS 0
 LG0144
 LG0144.The horizontal coordinates were scaled from a topographic map and have
 LG0144.an estimated accuracy of +/- 6 seconds.
 LG0144
 LG0144.The orthometric height was determined by differential leveling
 LG0144.and adjusted by the National Geodetic Survey in June 1991..
 LG0144
 LG0144.The geoid height was determined by GEOID03.
 LG0144
 LG0144.The dynamic height is computed by dividing the NAVD 88
 LG0144.geopotential number by the normal gravity value computed on the
 LG0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0144.degrees latitude (g = 980.6199 gals.).
 LG0144
 LG0144.The modeled gravity was interpolated from observed gravity values.
 LG0144
 LG0144;                    North         East    Units  Estimated Accuracy
 LG0144;SPC NE       -   134,990.      824,610.      MT  (+/- 180 meters Scaled)
 LG0144
 LG0144                          SUPERSEDED SURVEY CONTROL
 LG0144
 LG0144  NGVD 29 (??/??/92)  360.208  (m)         1181.78   (f) ADJ UNCH    2 0
 LG0144
 LG0144.Superseded values are not recommended for survey control.
 LG0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0144.See file dsdata.txt to determine how the superseded data were derived.
 LG0144
 LG0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL405409(NAD 83)
 LG0144_MARKER: DB = BENCH MARK DISK
 LG0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0144_STAMPING: Q 277 1950
 LG0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0144+STABILITY: SURFACE MOTION
 LG0144
 LG0144  HISTORY     - Date     Condition        Report By
 LG0144  HISTORY     - 1950     MONUMENTED       CGS
 LG0144  HISTORY     - 1964     GOOD             USGS
 LG0144
 LG0144                          STATION DESCRIPTION
 LG0144
 LG0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0144'2.1 MI SE FROM LOUISVILLE.
 LG0144'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 50 FROM THE METHODIST
 LG0144'CHURCH AT LOUISVILLE, AT THE LAWRENCE GROUP FARMHOUSE, 93 FEET
 LG0144'WEST OF THE CENTER LINE OF THE HIGHWAY, 85 FEET NORTHEAST OF THE
 LG0144'NORTHEAST CORNER OF A RED BARN, 67 FEET SOUTHEAST OF THE
 LG0144'SOUTHEAST CORNER OF THE FARMHOUSE, 29 FEET NORTH OF THE CENTER
 LG0144'LINE OF A PRIVATE DRIVEWAY, 1.3 FEET SOUTH OF A FENCE, 1.4 FEET
 LG0144'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LG0144'IS FLUSH WITH THE GROUND.  NOTE-- 0.2 MILE SOUTH OF CORNER SECS.
 LG0144'23, 24, 25, AND 26, T12N, R11E.
 LG0144
 LG0144                          STATION RECOVERY (1964)
 LG0144
 LG0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0389 ***********************************************************************
 LH0389  DESIGNATION -  Q 279
 LH0389  PID         -  LH0389
 LH0389  STATE/COUNTY-  NE/HALL
 LH0389  USGS QUAD   -  WOOD RIVER (1993)
 LH0389
 LH0389                         *CURRENT SURVEY CONTROL
 LH0389  ___________________________________________________________________
 LH0389* NAD 83(1986)-  40 49 35.     (N)    098 34 38.     (W)     SCALED    
 LH0389* NAVD 88     -       596.229  (meters)    1956.13   (feet)  ADJUSTED  
 LH0389  ___________________________________________________________________
 LH0389  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 LH0389  DYNAMIC HT  -         595.906 (meters)    1955.07  (feet)  COMP
 LH0389  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 LH0389
 LH0389  VERT ORDER  -  FIRST     CLASS II
 LH0389
 LH0389.The horizontal coordinates were scaled from a topographic map and have
 LH0389.an estimated accuracy of +/- 6 seconds.
 LH0389
 LH0389.The orthometric height was determined by differential leveling
 LH0389.and adjusted by the National Geodetic Survey in June 1991..
 LH0389
 LH0389.The geoid height was determined by GEOID03.
 LH0389
 LH0389.The dynamic height is computed by dividing the NAVD 88
 LH0389.geopotential number by the normal gravity value computed on the
 LH0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0389.degrees latitude (g = 980.6199 gals.).
 LH0389
 LH0389.The modeled gravity was interpolated from observed gravity values.
 LH0389
 LH0389;                    North         East    Units  Estimated Accuracy
 LH0389;SPC NE       -   111,240.      619,980.      MT  (+/- 180 meters Scaled)
 LH0389
 LH0389                          SUPERSEDED SURVEY CONTROL
 LH0389
 LH0389  NGVD 29 (02/14/92)  595.972  (m)         1955.28   (f) ADJUSTED    1 2
 LH0389
 LH0389.Superseded values are not recommended for survey control.
 LH0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0389.See file dsdata.txt to determine how the superseded data were derived.
 LH0389
 LH0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL356195(NAD 83)
 LH0389_MARKER: DB = BENCH MARK DISK
 LH0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0389_SP_SET: CONCRETE POST
 LH0389_STAMPING: Q 279 1949
 LH0389_MARK LOGO: CGS   
 LH0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0389+STABILITY: SURFACE MOTION
 LH0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0389+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0389
 LH0389  HISTORY     - Date     Condition        Report By
 LH0389  HISTORY     - 1949     MONUMENTED       CGS
 LH0389  HISTORY     - 19910924 GOOD             NGS
 LH0389
 LH0389                          STATION DESCRIPTION
 LH0389
 LH0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0389'1.4 MI NE FROM WOOD RIVER.
 LH0389'1.35 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0389'STATION AT WOOD RIVER, AT A PRIVATE ROAD CROSSING, 109 FEET
 LH0389'EAST OF THE CENTER LINE OF THE CROSSING, 47.0 FEET SOUTHEAST OF
 LH0389'THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS, 43.0 FEET
 LH0389'SOUTHWEST OF MILE POST 161, 1.2 FEET NORTHWEST OF THE RIGHT-OF-WAY
 LH0389'FENCE, 1.7 FEET NORTHEAST OF A REFERENCE POST, AND SET IN
 LH0389'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LH0389'THE GROUND.
 LH0389
 LH0389                          STATION RECOVERY (1991)
 LH0389
 LH0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0389'19.2 KM (11.95 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0389'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 57.2 M (187.7 FT) SOUTHEAST OF
 LH0389'THE HIGHWAY CENTERLINE, 31.0 M (101.7 FT) NORTHEAST OF THE CENTER OF
 LH0389'A TRACK ROAD, 14.0 M (45.9 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LH0389'UNION PACIFIC RAILROAD, 13.0 M (42.7 FT) SOUTHWEST OF RAILROAD
 LH0389'MILEPOST 161, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0
 LH0389'FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENTS PROJECTS 0.1 M
 LH0389'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0278 ***********************************************************************
 MM0278  DESIGNATION -  Q 28
 MM0278  PID         -  MM0278
 MM0278  STATE/COUNTY-  NE/LINCOLN
 MM0278  USGS QUAD   -  MAXWELL SW (1983)
 MM0278
 MM0278                         *CURRENT SURVEY CONTROL
 MM0278  ___________________________________________________________________
 MM0278* NAD 83(1986)-  41 02 23.     (N)    100 42 17.     (W)     SCALED    
 MM0278* NAVD 88     -       920.131  (meters)    3018.80   (feet)  ADJUSTED  
 MM0278  ___________________________________________________________________
 MM0278  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 MM0278  DYNAMIC HT  -         919.567 (meters)    3016.95  (feet)  COMP
 MM0278  MODELED GRAV-     979,980.4   (mgal)                       NAVD 88
 MM0278
 MM0278  VERT ORDER  -  SECOND    CLASS 0
 MM0278
 MM0278.The horizontal coordinates were scaled from a topographic map and have
 MM0278.an estimated accuracy of +/- 6 seconds.
 MM0278
 MM0278.The orthometric height was determined by differential leveling
 MM0278.and adjusted by the National Geodetic Survey in June 1994..
 MM0278
 MM0278.The geoid height was determined by GEOID03.
 MM0278
 MM0278.The dynamic height is computed by dividing the NAVD 88
 MM0278.geopotential number by the normal gravity value computed on the
 MM0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0278.degrees latitude (g = 980.6199 gals.).
 MM0278
 MM0278.The modeled gravity was interpolated from observed gravity values.
 MM0278
 MM0278;                    North         East    Units  Estimated Accuracy
 MM0278;SPC NE       -   134,180.      440,760.      MT  (+/- 180 meters Scaled)
 MM0278
 MM0278                          SUPERSEDED SURVEY CONTROL
 MM0278
 MM0278  NAVD 88 (06/15/91)  920.125  (m)         3018.78   (f) UNKNOWN     2 0
 MM0278  NGVD 29 (??/??/92)  919.754  (m)         3017.56   (f) ADJ UNCH    2 0
 MM0278
 MM0278.Superseded values are not recommended for survey control.
 MM0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0278.See file dsdata.txt to determine how the superseded data were derived.
 MM0278
 MM0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL567445(NAD 83)
 MM0278_MARKER: DB = BENCH MARK DISK
 MM0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0278_STAMPING: Q 28 1934
 MM0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0278+STABILITY: SURFACE MOTION
 MM0278
 MM0278  HISTORY     - Date     Condition        Report By
 MM0278  HISTORY     - 1934     MONUMENTED       CGS
 MM0278
 MM0278                          STATION DESCRIPTION
 MM0278
 MM0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0278'10.2 MI S FROM NORTH PLATTE.
 MM0278'10.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM NORTH PLATTE, LINCOLN
 MM0278'COUNTY, AT THE SOUTH END OF A CURVE, 69 FEET NORTH OF A SMALL PIPE
 MM0278'CULVERT DRAINING INTO A DEEP WASH EAST OF THE HIGHWAY, 35 FEET EAST
 MM0278'OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTHEAST OF A FENCE
 MM0278'CORNER.  A STANDARD DISK, STAMPED Q 28 1934 AND SET IN THE TOP
 MM0278'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0835 ***********************************************************************
 MK0835  DESIGNATION -  Q 280
 MK0835  PID         -  MK0835
 MK0835  STATE/COUNTY-  NE/SARPY
 MK0835  USGS QUAD   -  CEDAR CREEK (1983)
 MK0835
 MK0835                         *CURRENT SURVEY CONTROL
 MK0835  ___________________________________________________________________
 MK0835* NAD 83(1986)-  41 05 19.     (N)    096 03 39.     (W)     SCALED    
 MK0835* NAVD 88     -       345.425  (meters)    1133.28   (feet)  ADJUSTED  
 MK0835  ___________________________________________________________________
 MK0835  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 MK0835  DYNAMIC HT  -         345.286 (meters)    1132.83  (feet)  COMP
 MK0835  MODELED GRAV-     980,209.5   (mgal)                       NAVD 88
 MK0835
 MK0835  VERT ORDER  -  SECOND    CLASS 0
 MK0835
 MK0835.The horizontal coordinates were scaled from a topographic map and have
 MK0835.an estimated accuracy of +/- 6 seconds.
 MK0835
 MK0835.The orthometric height was determined by differential leveling
 MK0835.and adjusted by the National Geodetic Survey in June 1991..
 MK0835
 MK0835.The geoid height was determined by GEOID03.
 MK0835
 MK0835.The dynamic height is computed by dividing the NAVD 88
 MK0835.geopotential number by the normal gravity value computed on the
 MK0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0835.degrees latitude (g = 980.6199 gals.).
 MK0835
 MK0835.The modeled gravity was interpolated from observed gravity values.
 MK0835
 MK0835;                    North         East    Units  Estimated Accuracy
 MK0835;SPC NE       -   146,910.      830,760.      MT  (+/- 180 meters Scaled)
 MK0835
 MK0835                          SUPERSEDED SURVEY CONTROL
 MK0835
 MK0835  NGVD 29 (??/??/92)  345.328  (m)         1132.96   (f) ADJ UNCH    2 0
 MK0835
 MK0835.Superseded values are not recommended for survey control.
 MK0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0835.See file dsdata.txt to determine how the superseded data were derived.
 MK0835
 MK0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL468527(NAD 83)
 MK0835_MARKER: DB = BENCH MARK DISK
 MK0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0835_STAMPING: Q 280 1950
 MK0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0835+STABILITY: SURFACE MOTION
 MK0835
 MK0835  HISTORY     - Date     Condition        Report By
 MK0835  HISTORY     - 1950     MONUMENTED       CGS
 MK0835
 MK0835                          STATION DESCRIPTION
 MK0835
 MK0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0835'4.2 MI SE FROM RICHFIELD.
 MK0835'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0835'RICHFIELD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 MK0835'1.7 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.8 MILE EAST
 MK0835'ALONG A GRAVELED ROAD, THENCE 0.8 MILE NORTH ALONG A GRAVELED
 MK0835'ROAD, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, 225 FEET
 MK0835'SOUTHEAST OF A T ROAD JUNCTION, 144 FEET EAST OF THE NORTHEAST
 MK0835'CORNER OF A FARMHOUSE OWNED BY CHRISTINE CORDES AND OCCUPIED
 MK0835'BY OTTO PELEN, 99 FEET SOUTH OF THE CENTER LINE OF AN EAST
 MK0835'AND WEST ROAD, 44 FEET EAST OF THE NORTHEAST CORNER OF A
 MK0835'BUILDING, 1 FOOT WEST OF A FENCE, 2.4 FEET SOUTH OF A WITNESS
 MK0835'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 MK0835'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0412 ***********************************************************************
 ML0412  DESIGNATION -  Q 281
 ML0412  PID         -  ML0412
 ML0412  STATE/COUNTY-  NE/HOWARD
 ML0412  USGS QUAD   -  FARWELL (1978)
 ML0412
 ML0412                         *CURRENT SURVEY CONTROL
 ML0412  ___________________________________________________________________
 ML0412* NAD 83(1986)-  41 09 45.     (N)    098 41 27.     (W)     SCALED    
 ML0412* NAVD 88     -       623.529  (meters)    2045.69   (feet)  ADJUSTED  
 ML0412  ___________________________________________________________________
 ML0412  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 ML0412  DYNAMIC HT  -         623.212 (meters)    2044.65  (feet)  COMP
 ML0412  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 ML0412
 ML0412  VERT ORDER  -  SECOND    CLASS 0
 ML0412
 ML0412.The horizontal coordinates were scaled from a topographic map and have
 ML0412.an estimated accuracy of +/- 6 seconds.
 ML0412
 ML0412.The orthometric height was determined by differential leveling
 ML0412.and adjusted by the National Geodetic Survey in June 1991..
 ML0412
 ML0412.The geoid height was determined by GEOID03.
 ML0412
 ML0412.The dynamic height is computed by dividing the NAVD 88
 ML0412.geopotential number by the normal gravity value computed on the
 ML0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0412.degrees latitude (g = 980.6199 gals.).
 ML0412
 ML0412.The modeled gravity was interpolated from observed gravity values.
 ML0412
 ML0412;                    North         East    Units  Estimated Accuracy
 ML0412;SPC NE       -   148,400.      609,840.      MT  (+/- 180 meters Scaled)
 ML0412
 ML0412                          SUPERSEDED SURVEY CONTROL
 ML0412
 ML0412  NGVD 29 (??/??/92)  623.285  (m)         2044.89   (f) ADJ UNCH    2 0
 ML0412
 ML0412.Superseded values are not recommended for survey control.
 ML0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0412.See file dsdata.txt to determine how the superseded data were derived.
 ML0412
 ML0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL259568(NAD 83)
 ML0412_MARKER: DB = BENCH MARK DISK
 ML0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0412_STAMPING: Q 281 1949
 ML0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0412+STABILITY: SURFACE MOTION
 ML0412
 ML0412  HISTORY     - Date     Condition        Report By
 ML0412  HISTORY     - 1949     MONUMENTED       CGS
 ML0412
 ML0412                          STATION DESCRIPTION
 ML0412
 ML0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0412'6.1 M W FROM NYSTED.
 ML0412'1.9 MILES NORTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0412'AT NYSTED, THENCE 4.2 MILES WEST ALONG A COUNTY ROAD, AT THE
 ML0412'SOUTHEAST CORNER OF SECTION 21, T. 14 N., R. 12 W., IN THE
 ML0412'SOUTHEAST CORNER OF A PASTURE FIELD, 15 FEET NORTH OF THE CENTER
 ML0412'LINE OF THE ROAD, 2.8 FEET NORTHWEST OF A CORNER FENCE POST,
 ML0412'2.8 FEET WEST OF A NORTH-SOUTH FENCE, 1.3 FEET NORTH OF AN
 ML0412'EAST-WEST FENCE, 2 FEET NORTHEAST OF A REFERENCE POST,
 ML0412'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 ML0412'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK
 ML0412'IS LOCATED 1.0 MILE EAST OF BENCH MARK N 281.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0476 ***********************************************************************
 ML0476  DESIGNATION -  Q 282
 ML0476  PID         -  ML0476
 ML0476  STATE/COUNTY-  NE/HOWARD
 ML0476  USGS QUAD   -  DANNEBROG (1974)
 ML0476
 ML0476                         *CURRENT SURVEY CONTROL
 ML0476  ___________________________________________________________________
 ML0476* NAD 83(1986)-  41 02 48.     (N)    098 31 05.     (W)     SCALED    
 ML0476* NAVD 88     -       589.511  (meters)    1934.09   (feet)  ADJUSTED  
 ML0476  ___________________________________________________________________
 ML0476  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 ML0476  DYNAMIC HT  -         589.213 (meters)    1933.11  (feet)  COMP
 ML0476  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 ML0476
 ML0476  VERT ORDER  -  SECOND    CLASS 0
 ML0476
 ML0476.The horizontal coordinates were scaled from a topographic map and have
 ML0476.an estimated accuracy of +/- 6 seconds.
 ML0476
 ML0476.The orthometric height was determined by differential leveling
 ML0476.and adjusted by the National Geodetic Survey in June 1991..
 ML0476
 ML0476.The geoid height was determined by GEOID03.
 ML0476
 ML0476.The dynamic height is computed by dividing the NAVD 88
 ML0476.geopotential number by the normal gravity value computed on the
 ML0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0476.degrees latitude (g = 980.6199 gals.).
 ML0476
 ML0476.The modeled gravity was interpolated from observed gravity values.
 ML0476
 ML0476;                    North         East    Units  Estimated Accuracy
 ML0476;SPC NE       -   135,780.      624,550.      MT  (+/- 180 meters Scaled)
 ML0476
 ML0476                          SUPERSEDED SURVEY CONTROL
 ML0476
 ML0476  NGVD 29 (??/??/92)  589.269  (m)         1933.29   (f) ADJ UNCH    2 0
 ML0476
 ML0476.Superseded values are not recommended for survey control.
 ML0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0476.See file dsdata.txt to determine how the superseded data were derived.
 ML0476
 ML0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL405440(NAD 83)
 ML0476_MARKER: DB = BENCH MARK DISK
 ML0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0476_STAMPING: Q 282 1949
 ML0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0476+STABILITY: SURFACE MOTION
 ML0476
 ML0476  HISTORY     - Date     Condition        Report By
 ML0476  HISTORY     - 1949     MONUMENTED       CGS
 ML0476
 ML0476                          STATION DESCRIPTION
 ML0476
 ML0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0476'5.9 MI SE FROM DANNEBROG.
 ML0476'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0476'STATION AT DANNEBROG, THENCE 1.6 MILES SOUTHEAST ALONG STATE
 ML0476'HIGHWAY NO. 58, THENCE 4.0 MILES SOUTH ALONG A COUNTY ROAD, AT
 ML0476'THE SOUTHEAST CORNER OF SECTION 36, T. 13 N., R. 11 W., AT A
 ML0476'T-JUNCTION OF ROADS, 35 FEET WEST OF THE CENTER LINE OF THE
 ML0476'ROAD LEADING NORTH, 21 FEET NORTH OF THE CENTER LINE OF THE
 ML0476'EAST-WEST ROAD, 5.7 FEET SOUTHWEST OF A TELEPHONE POLE, 2.2 FEET
 ML0476'NORTHWEST OF A CORNER FENCE POST, 3 FEET NORTHEAST OF A REFERENCE
 ML0476'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET
 ML0476'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0400 ***********************************************************************
 ML0400  DESIGNATION -  Q 283
 ML0400  PID         -  ML0400
 ML0400  STATE/COUNTY-  NE/SHERMAN
 ML0400  USGS QUAD   -  ASHTON (1954)
 ML0400
 ML0400                         *CURRENT SURVEY CONTROL
 ML0400  ___________________________________________________________________
 ML0400* NAD 83(1986)-  41 14 09.     (N)    098 48 13.     (W)     SCALED    
 ML0400* NAVD 88     -       638.692  (meters)    2095.44   (feet)  ADJUSTED  
 ML0400  ___________________________________________________________________
 ML0400  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ML0400  DYNAMIC HT  -         638.365 (meters)    2094.37  (feet)  COMP
 ML0400  MODELED GRAV-     980,090.1   (mgal)                       NAVD 88
 ML0400
 ML0400  VERT ORDER  -  SECOND    CLASS 0
 ML0400
 ML0400.The horizontal coordinates were scaled from a topographic map and have
 ML0400.an estimated accuracy of +/- 6 seconds.
 ML0400
 ML0400.The orthometric height was determined by differential leveling
 ML0400.and adjusted by the National Geodetic Survey in June 1991..
 ML0400
 ML0400.The geoid height was determined by GEOID03.
 ML0400
 ML0400.The dynamic height is computed by dividing the NAVD 88
 ML0400.geopotential number by the normal gravity value computed on the
 ML0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0400.degrees latitude (g = 980.6199 gals.).
 ML0400
 ML0400.The modeled gravity was interpolated from observed gravity values.
 ML0400
 ML0400;                    North         East    Units  Estimated Accuracy
 ML0400;SPC NE       -   156,410.      600,260.      MT  (+/- 180 meters Scaled)
 ML0400
 ML0400                          SUPERSEDED SURVEY CONTROL
 ML0400
 ML0400  NGVD 29 (??/??/92)  638.444  (m)         2094.63   (f) ADJ UNCH    2 0
 ML0400
 ML0400.Superseded values are not recommended for survey control.
 ML0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0400.See file dsdata.txt to determine how the superseded data were derived.
 ML0400
 ML0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL164649(NAD 83)
 ML0400_MARKER: DB = BENCH MARK DISK
 ML0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0400_STAMPING: Q 283 1949
 ML0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0400+STABILITY: SURFACE MOTION
 ML0400
 ML0400  HISTORY     - Date     Condition        Report By
 ML0400  HISTORY     - 1949     MONUMENTED       CGS
 ML0400
 ML0400                          STATION DESCRIPTION
 ML0400
 ML0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0400'0.8 MI S FROM ASHTON.
 ML0400'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 ML0400'ASHTON, 0.5 MILE WEST OF THE SOUTHEAST CORNER OF SECTION 27,
 ML0400'T. 15 N., R. 13 W., IN A TRIANGLE FORMED BY A T-JUNCTION OF
 ML0400'ROADS, 139 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 ML0400'58 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH,
 ML0400'48 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST
 ML0400'ROAD, 1.2 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 ML0400'CONCRETE POST PROJECTING 0.3 FOOT AND AT A DEPTH OF 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0179 ***********************************************************************
 LH0179  DESIGNATION -  Q 284
 LH0179  PID         -  LH0179
 LH0179  STATE/COUNTY-  NE/HALL
 LH0179  USGS QUAD   -  ABBOTT (1993)
 LH0179
 LH0179                         *CURRENT SURVEY CONTROL
 LH0179  ___________________________________________________________________
 LH0179* NAD 83(1986)-  40 57 51.     (N)    098 26 09.     (W)     SCALED    
 LH0179* NAVD 88     -       574.073  (meters)    1883.44   (feet)  ADJUSTED  
 LH0179  ___________________________________________________________________
 LH0179  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 LH0179  DYNAMIC HT  -         573.773 (meters)    1882.45  (feet)  COMP
 LH0179  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 LH0179
 LH0179  VERT ORDER  -  SECOND    CLASS 0
 LH0179
 LH0179.The horizontal coordinates were scaled from a topographic map and have
 LH0179.an estimated accuracy of +/- 6 seconds.
 LH0179
 LH0179.The orthometric height was determined by differential leveling
 LH0179.and adjusted by the National Geodetic Survey in June 1991..
 LH0179
 LH0179.The geoid height was determined by GEOID03.
 LH0179
 LH0179.The dynamic height is computed by dividing the NAVD 88
 LH0179.geopotential number by the normal gravity value computed on the
 LH0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0179.degrees latitude (g = 980.6199 gals.).
 LH0179
 LH0179.The modeled gravity was interpolated from observed gravity values.
 LH0179
 LH0179;                    North         East    Units  Estimated Accuracy
 LH0179;SPC NE       -   126,740.      631,630.      MT  (+/- 180 meters Scaled)
 LH0179
 LH0179                          SUPERSEDED SURVEY CONTROL
 LH0179
 LH0179  NGVD 29 (??/??/92)  573.831  (m)         1882.64   (f) ADJ UNCH    2 0
 LH0179
 LH0179.Superseded values are not recommended for survey control.
 LH0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0179.See file dsdata.txt to determine how the superseded data were derived.
 LH0179
 LH0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL474349(NAD 83)
 LH0179_MARKER: DB = BENCH MARK DISK
 LH0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0179_STAMPING: Q 284 1949
 LH0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0179+STABILITY: SURFACE MOTION
 LH0179
 LH0179  HISTORY     - Date     Condition        Report By
 LH0179  HISTORY     - 1949     MONUMENTED       CGS
 LH0179
 LH0179                          STATION DESCRIPTION
 LH0179
 LH0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0179'1.1 MI E FROM OVINA.
 LH0179'0.1 MILE SOUTH ALONG A COUNTY ROAD FROM THE OVINA STATION SIGN
 LH0179'AT OVINA, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY NO. 2, IN THE
 LH0179'SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 150 FEET SOUTH OF
 LH0179'THE CENTER LINE OF THE HIGHWAY, 55 FEET SOUTH OF THE CENTER
 LH0179'LINE OF A GATE, 34 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 LH0179'ROAD, 2 FEET NORTHEAST OF A POWER LINE POLE, 1.4 FEET EAST OF A
 LH0179'FENCE, 1.2 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0179'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 LH0179'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0316 ***********************************************************************
 ML0316  DESIGNATION -  Q 285
 ML0316  PID         -  ML0316
 ML0316  STATE/COUNTY-  NE/SHERMAN
 ML0316  USGS QUAD   -  ASHTON (1954)
 ML0316
 ML0316                         *CURRENT SURVEY CONTROL
 ML0316  ___________________________________________________________________
 ML0316* NAD 83(1986)-  41 11 31.     (N)    098 48 20.     (W)     SCALED    
 ML0316* NAVD 88     -       654.863  (meters)    2148.50   (feet)  ADJUSTED  
 ML0316  ___________________________________________________________________
 ML0316  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 ML0316  DYNAMIC HT  -         654.529 (meters)    2147.40  (feet)  COMP
 ML0316  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 ML0316
 ML0316  VERT ORDER  -  FIRST     CLASS II
 ML0316
 ML0316.The horizontal coordinates were scaled from a topographic map and have
 ML0316.an estimated accuracy of +/- 6 seconds.
 ML0316
 ML0316.The orthometric height was determined by differential leveling
 ML0316.and adjusted by the National Geodetic Survey in June 1991..
 ML0316
 ML0316.The geoid height was determined by GEOID03.
 ML0316
 ML0316.The dynamic height is computed by dividing the NAVD 88
 ML0316.geopotential number by the normal gravity value computed on the
 ML0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0316.degrees latitude (g = 980.6199 gals.).
 ML0316
 ML0316.The modeled gravity was interpolated from observed gravity values.
 ML0316
 ML0316;                    North         East    Units  Estimated Accuracy
 ML0316;SPC NE       -   151,530.      600,170.      MT  (+/- 180 meters Scaled)
 ML0316
 ML0316                          SUPERSEDED SURVEY CONTROL
 ML0316
 ML0316  NGVD 29 (??/??/92)  654.621  (m)         2147.70   (f) ADJ UNCH    1 2
 ML0316
 ML0316.Superseded values are not recommended for survey control.
 ML0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0316.See file dsdata.txt to determine how the superseded data were derived.
 ML0316
 ML0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163600(NAD 83)
 ML0316_MARKER: DB = BENCH MARK DISK
 ML0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0316_STAMPING: Q 285 1949
 ML0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0316+STABILITY: SURFACE MOTION
 ML0316
 ML0316  HISTORY     - Date     Condition        Report By
 ML0316  HISTORY     - 1949     MONUMENTED       CGS
 ML0316
 ML0316                          STATION DESCRIPTION
 ML0316
 ML0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0316'5.3 MI S FROM ASHTON.
 ML0316'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT ASHTON,
 ML0316'THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE 3.0 MILES SOUTH
 ML0316'ALONG A COUNTY ROAD, THENCE 1.0 MILE WEST ALONG A COUNTY ROAD,
 ML0316'AT THE NORTHWEST CORNER OF SECTION 15, T. 14 N., R. 13 W., IN THE
 ML0316'SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 41 FEET SOUTH OF THE
 ML0316'CENTER LINE OF THE EAST-WEST ROAD, 25 FEET EAST OF THE CENTER LINE
 ML0316'OF THE NORTH-SOUTH ROAD, 11.3 FEET SOUTH OF A CORNER FENCE POST, 8
 ML0316'FEET SOUTHWEST OF R.E.A. POLE NO. 31, 50 AND 17, 1 FOOT EAST OF A
 ML0316'FENCE, 2 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 ML0316'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 ML0316'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0096 ***********************************************************************
 LH0096  DESIGNATION -  Q 286
 LH0096  PID         -  LH0096
 LH0096  STATE/COUNTY-  NE/HALL
 LH0096  USGS QUAD   -  ALDA (1993)
 LH0096
 LH0096                         *CURRENT SURVEY CONTROL
 LH0096  ___________________________________________________________________
 LH0096* NAD 83(1986)-  40 49 26.     (N)    098 29 36.     (W)     SCALED    
 LH0096* NAVD 88     -       584.547  (meters)    1917.80   (feet)  ADJUSTED  
 LH0096  ___________________________________________________________________
 LH0096  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 LH0096  DYNAMIC HT  -         584.233 (meters)    1916.77  (feet)  COMP
 LH0096  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 LH0096
 LH0096  VERT ORDER  -  SECOND    CLASS 0
 LH0096
 LH0096.The horizontal coordinates were scaled from a topographic map and have
 LH0096.an estimated accuracy of +/- 6 seconds.
 LH0096
 LH0096.The orthometric height was determined by differential leveling
 LH0096.and adjusted by the National Geodetic Survey in June 1991..
 LH0096
 LH0096.The geoid height was determined by GEOID03.
 LH0096
 LH0096.The dynamic height is computed by dividing the NAVD 88
 LH0096.geopotential number by the normal gravity value computed on the
 LH0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0096.degrees latitude (g = 980.6199 gals.).
 LH0096
 LH0096.The modeled gravity was interpolated from observed gravity values.
 LH0096
 LH0096;                    North         East    Units  Estimated Accuracy
 LH0096;SPC NE       -   111,090.      627,060.      MT  (+/- 180 meters Scaled)
 LH0096
 LH0096                          SUPERSEDED SURVEY CONTROL
 LH0096
 LH0096  NGVD 29 (??/??/92)  584.300  (m)         1916.99   (f) ADJ UNCH    2 0
 LH0096
 LH0096.Superseded values are not recommended for survey control.
 LH0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0096.See file dsdata.txt to determine how the superseded data were derived.
 LH0096
 LH0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL427193(NAD 83)
 LH0096_MARKER: DB = BENCH MARK DISK
 LH0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0096_STAMPING: Q 286 1949
 LH0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0096+STABILITY: SURFACE MOTION
 LH0096
 LH0096  HISTORY     - Date     Condition        Report By
 LH0096  HISTORY     - 1949     MONUMENTED       CGS
 LH0096  HISTORY     - 1990     GOOD             USPSQD
 LH0096
 LH0096                          STATION DESCRIPTION
 LH0096
 LH0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0096'3.4 MI SW FROM ALDA.
 LH0096'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0096'RAILROAD STATION AT ALDA, THENCE 0.8 MILE SOUTH ALONG A GRAVELED
 LH0096'ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.4 MILES
 LH0096'SOUTH ALONG A GRAVELED ROAD, AT THE FARM HOME OF ARTHUR NELSON,
 LH0096'161.0 FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE, 74 FEET
 LH0096'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 25.6 FEET WEST
 LH0096'OF THE NORTHWEST CORNER OF A BROODER HOUSE, 2.0 FEET SOUTH OF A
 LH0096'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE
 LH0096'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 LH0096
 LH0096                          STATION RECOVERY (1990)
 LH0096
 LH0096'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0495 ***********************************************************************
 LH0495  DESIGNATION -  Q 287
 LH0495  PID         -  LH0495
 LH0495  STATE/COUNTY-  NE/HALL
 LH0495  USGS QUAD   -  WOOD RIVER (1993)
 LH0495
 LH0495                         *CURRENT SURVEY CONTROL
 LH0495  ___________________________________________________________________
 LH0495* NAD 83(1986)-  40 45 03.     (N)    098 35 10.     (W)     SCALED    
 LH0495* NAVD 88     -       598.466  (meters)    1963.47   (feet)  ADJUSTED  
 LH0495  ___________________________________________________________________
 LH0495  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 LH0495  DYNAMIC HT  -         598.138 (meters)    1962.39  (feet)  COMP
 LH0495  MODELED GRAV-     980,057.0   (mgal)                       NAVD 88
 LH0495
 LH0495  VERT ORDER  -  SECOND    CLASS 0
 LH0495
 LH0495.The horizontal coordinates were scaled from a topographic map and have
 LH0495.an estimated accuracy of +/- 6 seconds.
 LH0495
 LH0495.The orthometric height was determined by differential leveling
 LH0495.and adjusted by the National Geodetic Survey in June 1991..
 LH0495
 LH0495.The geoid height was determined by GEOID03.
 LH0495
 LH0495.The dynamic height is computed by dividing the NAVD 88
 LH0495.geopotential number by the normal gravity value computed on the
 LH0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0495.degrees latitude (g = 980.6199 gals.).
 LH0495
 LH0495.The modeled gravity was interpolated from observed gravity values.
 LH0495
 LH0495;                    North         East    Units  Estimated Accuracy
 LH0495;SPC NE       -   102,840.      619,370.      MT  (+/- 180 meters Scaled)
 LH0495
 LH0495                          SUPERSEDED SURVEY CONTROL
 LH0495
 LH0495  NGVD 29 (??/??/92)  598.215  (m)         1962.64   (f) ADJ UNCH    2 0
 LH0495
 LH0495.Superseded values are not recommended for survey control.
 LH0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0495.See file dsdata.txt to determine how the superseded data were derived.
 LH0495
 LH0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL349111(NAD 83)
 LH0495_MARKER: DB = BENCH MARK DISK
 LH0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0495_STAMPING: Q 287 1949
 LH0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0495+STABILITY: SURFACE MOTION
 LH0495
 LH0495  HISTORY     - Date     Condition        Report By
 LH0495  HISTORY     - 1949     MONUMENTED       CGS
 LH0495
 LH0495                          STATION DESCRIPTION
 LH0495
 LH0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0495'5.8 MI S FROM WOOD RIVER.
 LH0495'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0495'STATION AT WOOD RIVER, THENCE 5.05 MILES SOUTH ALONG A GRAVELED
 LH0495'ROAD, 36 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 12
 LH0495'FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A Y ROAD LEADING
 LH0495'NORTHEAST, 10.0 FEET SOUTH OF THE CENTER OF A GATE, 7 FEET
 LH0495'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST, 2.0
 LH0495'FEET WEST OF A FENCE, 2.7 FEET WEST OF A REFERENCE POST, AND SET
 LH0495'IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LH0495'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0506 ***********************************************************************
 LH0506  DESIGNATION -  Q 288
 LH0506  PID         -  LH0506
 LH0506  STATE/COUNTY-  NE/ADAMS
 LH0506  USGS QUAD   -  DENMAN (1993)
 LH0506
 LH0506                         *CURRENT SURVEY CONTROL
 LH0506  ___________________________________________________________________
 LH0506* NAD 83(1986)-  40 38 23.     (N)    098 43 25.     (W)     SCALED    
 LH0506* NAVD 88     -       636.216  (meters)    2087.32   (feet)  ADJUSTED  
 LH0506  ___________________________________________________________________
 LH0506  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 LH0506  DYNAMIC HT  -         635.859 (meters)    2086.15  (feet)  COMP
 LH0506  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 LH0506
 LH0506  VERT ORDER  -  SECOND    CLASS 0
 LH0506
 LH0506.The horizontal coordinates were scaled from a topographic map and have
 LH0506.an estimated accuracy of +/- 6 seconds.
 LH0506
 LH0506.The orthometric height was determined by differential leveling
 LH0506.and adjusted by the National Geodetic Survey in June 1991..
 LH0506
 LH0506.The geoid height was determined by GEOID03.
 LH0506
 LH0506.The dynamic height is computed by dividing the NAVD 88
 LH0506.geopotential number by the normal gravity value computed on the
 LH0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0506.degrees latitude (g = 980.6199 gals.).
 LH0506
 LH0506.The modeled gravity was interpolated from observed gravity values.
 LH0506
 LH0506;                    North         East    Units  Estimated Accuracy
 LH0506;SPC NE       -    90,330.      607,940.      MT  (+/- 180 meters Scaled)
 LH0506
 LH0506                          SUPERSEDED SURVEY CONTROL
 LH0506
 LH0506  NGVD 29 (??/??/92)  635.966  (m)         2086.50   (f) ADJ UNCH    2 0
 LH0506
 LH0506.Superseded values are not recommended for survey control.
 LH0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0506.See file dsdata.txt to determine how the superseded data were derived.
 LH0506
 LH0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK233988(NAD 83)
 LH0506_MARKER: DB = BENCH MARK DISK
 LH0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0506_STAMPING: Q 288 1949
 LH0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0506+STABILITY: SURFACE MOTION
 LH0506
 LH0506  HISTORY     - Date     Condition        Report By
 LH0506  HISTORY     - 1949     MONUMENTED       CGS
 LH0506
 LH0506                          STATION DESCRIPTION
 LH0506
 LH0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0506'4.1 MI S FROM DENMAN.
 LH0506'4.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0506'AT DENMAN, AT THE WEST END OF A GROVE OF SMALL TREES, 107 FEET
 LH0506'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 66.0 FEET SOUTH
 LH0506'OF A FENCE CORNER POST, 45 FEET EAST OF THE CENTER LINE OF A
 LH0506'NORTH-SOUTH ROAD, 44.0 FEET NORTH OF A FENCE CORNER POST, 14.0
 LH0506'FEET EAST OF A FENCE, 2.0 FEET NORTH OF A REFERENCE POST, AND
 LH0506'SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT
 LH0506'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0467 ***********************************************************************
 LH0467  DESIGNATION -  Q 289
 LH0467  PID         -  LH0467
 LH0467  STATE/COUNTY-  NE/BUFFALO
 LH0467  USGS QUAD   -  NEWARK (1993)
 LH0467
 LH0467                         *CURRENT SURVEY CONTROL
 LH0467  ___________________________________________________________________
 LH0467* NAD 83(1986)-  40 41 56.     (N)    098 57 02.     (W)     SCALED    
 LH0467* NAVD 88     -       637.324  (meters)    2090.95   (feet)  ADJUSTED  
 LH0467  ___________________________________________________________________
 LH0467  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 LH0467  DYNAMIC HT  -         636.964 (meters)    2089.77  (feet)  COMP
 LH0467  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 LH0467
 LH0467  VERT ORDER  -  SECOND    CLASS 0
 LH0467
 LH0467.The horizontal coordinates were scaled from a topographic map and have
 LH0467.an estimated accuracy of +/- 6 seconds.
 LH0467
 LH0467.The orthometric height was determined by differential leveling
 LH0467.and adjusted by the National Geodetic Survey in June 1991..
 LH0467
 LH0467.The geoid height was determined by GEOID03.
 LH0467
 LH0467.The dynamic height is computed by dividing the NAVD 88
 LH0467.geopotential number by the normal gravity value computed on the
 LH0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0467.degrees latitude (g = 980.6199 gals.).
 LH0467
 LH0467.The modeled gravity was interpolated from observed gravity values.
 LH0467
 LH0467;                    North         East    Units  Estimated Accuracy
 LH0467;SPC NE       -    96,640.      588,670.      MT  (+/- 180 meters Scaled)
 LH0467
 LH0467                          SUPERSEDED SURVEY CONTROL
 LH0467
 LH0467  NGVD 29 (??/??/92)  637.066  (m)         2090.11   (f) ADJ UNCH    2 0
 LH0467
 LH0467.Superseded values are not recommended for survey control.
 LH0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0467.See file dsdata.txt to determine how the superseded data were derived.
 LH0467
 LH0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL041053(NAD 83)
 LH0467_MARKER: DB = BENCH MARK DISK
 LH0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0467_STAMPING: Q 289 1949
 LH0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0467+STABILITY: SURFACE MOTION
 LH0467
 LH0467  HISTORY     - Date     Condition        Report By
 LH0467  HISTORY     - 1949     MONUMENTED       CGS
 LH0467
 LH0467                          STATION DESCRIPTION
 LH0467
 LH0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0467'9.2 MI NE FROM KEARNEY.
 LH0467'7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE MONUMENT AT
 LH0467'THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 10 AT KEARNEY,
 LH0467'THENCE 1.75 MILES SOUTH ALONG A GRAVELED ROAD, 176 FEET WEST OF
 LH0467'THE CENTER LINE OF A T ROAD LEADING NORTH, 63.0 FEET NORTH OF THE
 LH0467'NORTHWEST LEG OF A WINDMILL, 55 FEET EAST OF THE CENTER LINE OF A
 LH0467'T ROAD LEADING SOUTH, 40 FEET SOUTH OF THE CENTER LINE OF AN
 LH0467'EAST-WEST ROAD, 14 FEET EAST OF THE CENTER OF A GATE, 1.0 FOOT
 LH0467'SOUTH OF A FENCE, 1.8 FEET WEST OF A REFERENCE POST, AND SET IN
 LH0467'THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LH0467'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0849 ***********************************************************************
 MK0849  DESIGNATION -  Q 290
 MK0849  PID         -  MK0849
 MK0849  STATE/COUNTY-  NE/CASS
 MK0849  USGS QUAD   -  ASHLAND EAST (1983)
 MK0849
 MK0849                         *CURRENT SURVEY CONTROL
 MK0849  ___________________________________________________________________
 MK0849* NAD 83(1986)-  41 00 56.     (N)    096 19 53.     (W)     SCALED    
 MK0849* NAVD 88     -       381.334  (meters)    1251.09   (feet)  ADJUSTED  
 MK0849  ___________________________________________________________________
 MK0849  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 MK0849  DYNAMIC HT  -         381.179 (meters)    1250.58  (feet)  COMP
 MK0849  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 MK0849
 MK0849  VERT ORDER  -  SECOND    CLASS 0
 MK0849
 MK0849.The horizontal coordinates were scaled from a topographic map and have
 MK0849.an estimated accuracy of +/- 6 seconds.
 MK0849
 MK0849.The orthometric height was determined by differential leveling
 MK0849.and adjusted by the National Geodetic Survey in June 1991..
 MK0849
 MK0849.The geoid height was determined by GEOID03.
 MK0849
 MK0849.The dynamic height is computed by dividing the NAVD 88
 MK0849.geopotential number by the normal gravity value computed on the
 MK0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0849.degrees latitude (g = 980.6199 gals.).
 MK0849
 MK0849.The modeled gravity was interpolated from observed gravity values.
 MK0849
 MK0849;                    North         East    Units  Estimated Accuracy
 MK0849;SPC NE       -   137,800.      808,400.      MT  (+/- 180 meters Scaled)
 MK0849
 MK0849                          SUPERSEDED SURVEY CONTROL
 MK0849
 MK0849  NGVD 29 (??/??/92)  381.232  (m)         1250.76   (f) ADJ UNCH    2 0
 MK0849
 MK0849.Superseded values are not recommended for survey control.
 MK0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0849.See file dsdata.txt to determine how the superseded data were derived.
 MK0849
 MK0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL243439(NAD 83)
 MK0849_MARKER: DB = BENCH MARK DISK
 MK0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0849_STAMPING: O 290 1950
 MK0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0849+STABILITY: SURFACE MOTION
 MK0849
 MK0849  HISTORY     - Date     Condition        Report By
 MK0849  HISTORY     - 1950     MONUMENTED       CGS
 MK0849
 MK0849                          STATION DESCRIPTION
 MK0849
 MK0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0849'3.3 MI SE FROM ASHLAND.
 MK0849'0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE LINCOLN WATER
 MK0849'WORKS AT ASHLAND, THENCE 2.0 MILES SOUTHEAST ALONG A GRAVELED
 MK0849'ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, AT A ROAD
 MK0849'INTERSECTION, 173 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 MK0849'WEST ROAD, 149 FEET NORTH OF TELEPHONE POLE 105, 18 FEET EAST
 MK0849'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 41 FEET SOUTHEAST
 MK0849'OF THE CENTER OF A WIRE GATE WHICH IS ON THE WEST SIDE OF THE
 MK0849'NORTH AND SOUTH ROAD, 1 FOOT WEST OF A FENCE, 1.6 FEET NORTH OF
 MK0849'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0849'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0463 ***********************************************************************
 ML0463  CBN         -  This is a Cooperative Base Network Control Station.
 ML0463  DESIGNATION -  Q 291
 ML0463  PID         -  ML0463
 ML0463  STATE/COUNTY-  NE/BUFFALO
 ML0463  USGS QUAD   -  RAVENNA (1953)
 ML0463
 ML0463                         *CURRENT SURVEY CONTROL
 ML0463  ___________________________________________________________________
 ML0463* NAD 83(1995)-  41 02 03.63193(N)    098 59 00.96757(W)     ADJUSTED  
 ML0463* NAVD 88     -       619.145  (meters)    2031.31   (feet)  ADJUSTED  
 ML0463  ___________________________________________________________________
 ML0463  X           -    -752,423.135 (meters)                     COMP
 ML0463  Y           -  -4,759,428.236 (meters)                     COMP
 ML0463  Z           -   4,165,691.441 (meters)                     COMP
 ML0463  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 ML0463  ELLIP HEIGHT-         595.03  (meters)          (09/24/01) GPS OBS
 ML0463  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 ML0463  DYNAMIC HT  -         618.816 (meters)    2030.23  (feet)  COMP
 ML0463  MODELED GRAV-     980,073.8   (mgal)                       NAVD 88
 ML0463
 ML0463  HORZ ORDER  -  B
 ML0463  VERT ORDER  -  SECOND    CLASS 0
 ML0463  ELLP ORDER  -  FOURTH    CLASS I
 ML0463
 ML0463.The horizontal coordinates were established by GPS observations
 ML0463.and adjusted by the National Geodetic Survey in June 1996..
 ML0463
 ML0463.The orthometric height was determined by differential leveling
 ML0463.and adjusted by the National Geodetic Survey in June 1991..
 ML0463
 ML0463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ML0463
 ML0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML0463
 ML0463.The ellipsoidal height was determined by GPS observations
 ML0463.and is referenced to NAD 83.
 ML0463
 ML0463.The geoid height was determined by GEOID03.
 ML0463
 ML0463.The dynamic height is computed by dividing the NAVD 88
 ML0463.geopotential number by the normal gravity value computed on the
 ML0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0463.degrees latitude (g = 980.6199 gals.).
 ML0463
 ML0463.The modeled gravity was interpolated from observed gravity values.
 ML0463
 ML0463;                    North         East     Units Scale Factor Converg.
 ML0463;SPC NE       -   133,845.829   585,442.151   MT  0.99969224   +0 40 24.8
 ML0463;UTM  14      - 4,542,569.513   501,378.372   MT  0.99960002   +0 00 38.8
 ML0463
 ML0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0463!SPC NE       -   0.99990667  x   0.99969224  =   0.99959894
 ML0463!UTM  14      -   0.99990667  x   0.99960002  =   0.99950673
 ML0463
 ML0463                          SUPERSEDED SURVEY CONTROL
 ML0463
 ML0463  ELLIP H (06/25/96)  595.10   (m)                       GP(       ) 1 1
 ML0463  NAVD 88 (06/25/96)  619.14   (m)         2031.3    (f) LEVELING    3  
 ML0463  NGVD 29 (??/??/92)  618.906  (m)         2030.53   (f) ADJ UNCH    2 0
 ML0463
 ML0463.Superseded values are not recommended for survey control.
 ML0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0463.See file dsdata.txt to determine how the superseded data were derived.
 ML0463
 ML0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0137842570(NAD 83)
 ML0463_MARKER: DB = BENCH MARK DISK
 ML0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0463_STAMPING: Q 291 1949
 ML0463_MARK LOGO: CGS   
 ML0463_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ML0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0463+STABILITY: SURFACE MOTION
 ML0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML0463+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 ML0463
 ML0463  HISTORY     - Date     Condition        Report By
 ML0463  HISTORY     - 1949     MONUMENTED       CGS
 ML0463  HISTORY     - 19950606 GOOD             NGS
 ML0463  HISTORY     - 20050308 GOOD             NEDR
 ML0463
 ML0463                          STATION DESCRIPTION
 ML0463
 ML0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0463'1.5 MI SE FROM SWEETWATER.
 ML0463'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 2 FROM THE POST
 ML0463'OFFICE AT SWEETWATER, AT A PRIVATE ROAD CROSSING, 143 FEET
 ML0463'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET NORTHEAST
 ML0463'OF THE NORTHEAST RAIL OF THE TRACK, 14 FEET WEST OF THE CENTER
 ML0463'LINE OF A PRIVATE ROAD LEADING NORTH, 1.5 FEET SOUTHWEST OF A
 ML0463'FENCE, 1.7 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP
 ML0463'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 ML0463'ABOVE THE GROUND.
 ML0463
 ML0463                          STATION RECOVERY (1995)
 ML0463
 ML0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 ML0463'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) WEST-NORTHWEST OF RAVENNA, 1.5
 ML0463'MI (2.4 KM) SOUTHEAST OF THE OLD TOWN OF SWEETWATER, ON THE NORTHEAST
 ML0463'RIGHT-OF-WAY OF THE BURLINGTON NORTHERN RAILROAD AND IN THE SW1/4,
 ML0463'SEC2, T12N, R15W.  TO REACH THE MARK FROM THE JUNCTION OF STATE
 ML0463'HIGHWAYS 2 AND 68 AT RAVENNA, GO WEST AND NORTHWEST ON HIGHWAY 2 FOR
 ML0463'4.10 MI (6.60 KM) TO A PRIVATE DRIVE ON THE RIGHT.  TURN RIGHT AND GO
 ML0463'NORTH FOR ABOUT 150 FT (45.7 M) TO THE MARK ON THE LEFT JUST ACROSS A
 ML0463'DOUBLE SET OF RAILROAD TRACKS.  THE DISK IS SET INTO THE TOP OF A
 ML0463'ROUND CONCRETE MONUMENT THAT IS RECESSED ABOUT 1.25 FT (0.38 M) BELOW
 ML0463'THE GROUND SURFACE.  IT IS 88.7 FT (27.0 M) SOUTHWEST OF A
 ML0463'TRIPLE-GUYED UTILITY POLE, 25.6 FT (7.8 M) WEST-NORTHWEST OF A
 ML0463'CONCRETE FENCE CORNER POST, 43.4 FT (13.2 M) NORTHEAST OF THE MOST
 ML0463'NORTHEASTERLY RAIL, 12.3 FT (3.7 M) EAST OF THE EAST ONE OF 2 CLOSELY
 ML0463'SET UTILITY POLES, 11.0 FT (3.4 M) WEST OF THE CENTERLINE OF THE
 ML0463'DRIVEWAY, 1.4 FT (0.4 M) SOUTHEAST OF A WITNESS POST AND IS ABOUT 1.5
 ML0463'FT (0.5 M) LOWER THAN THE DRIVEWAY.  REBAR WAS DRIVEN ALONG THE EAST
 ML0463'SIDE OF THE MARK.
 ML0463
 ML0463                          STATION RECOVERY (2005)
 ML0463
 ML0463'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 ML0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0513 ***********************************************************************
 LH0513  DESIGNATION -  Q 292
 LH0513  PID         -  LH0513
 LH0513  STATE/COUNTY-  NE/BUFFALO
 LH0513  USGS QUAD   -  KEARNEY (1983)
 LH0513
 LH0513                         *CURRENT SURVEY CONTROL
 LH0513  ___________________________________________________________________
 LH0513* NAD 83(1986)-  40 42 39.     (N)    099 01 00.     (W)     SCALED    
 LH0513* NAVD 88     -       648.091  (meters)    2126.28   (feet)  ADJUSTED  
 LH0513  ___________________________________________________________________
 LH0513  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 LH0513  DYNAMIC HT  -         647.728 (meters)    2125.09  (feet)  COMP
 LH0513  MODELED GRAV-     980,042.0   (mgal)                       NAVD 88
 LH0513
 LH0513  VERT ORDER  -  SECOND    CLASS 0
 LH0513
 LH0513.This mark is at Kearney Municipal Airport (EAR)
 LH0513
 LH0513.The horizontal coordinates were scaled from a topographic map and have
 LH0513.an estimated accuracy of +/- 6 seconds.
 LH0513
 LH0513.The orthometric height was determined by differential leveling
 LH0513.and adjusted by the National Geodetic Survey in June 1991..
 LH0513
 LH0513.The geoid height was determined by GEOID03.
 LH0513
 LH0513.The dynamic height is computed by dividing the NAVD 88
 LH0513.geopotential number by the normal gravity value computed on the
 LH0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0513.degrees latitude (g = 980.6199 gals.).
 LH0513
 LH0513.The modeled gravity was interpolated from observed gravity values.
 LH0513
 LH0513;                    North         East    Units  Estimated Accuracy
 LH0513;SPC NE       -    97,900.      583,070.      MT  (+/- 180 meters Scaled)
 LH0513
 LH0513                          SUPERSEDED SURVEY CONTROL
 LH0513
 LH0513  NGVD 29 (??/??/92)  647.834  (m)         2125.44   (f) ADJ UNCH    2 0
 LH0513
 LH0513.Superseded values are not recommended for survey control.
 LH0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0513.See file dsdata.txt to determine how the superseded data were derived.
 LH0513
 LH0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML985066(NAD 83)
 LH0513_MARKER: DB = BENCH MARK DISK
 LH0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0513_STAMPING: Q 292 1949
 LH0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0513+STABILITY: SURFACE MOTION
 LH0513
 LH0513  HISTORY     - Date     Condition        Report By
 LH0513  HISTORY     - 1949     MONUMENTED       CGS
 LH0513  HISTORY     - 1971     GOOD             NGS
 LH0513  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0513
 LH0513                          STATION DESCRIPTION
 LH0513
 LH0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0513'3.5 MI E FROM KEARNEY.
 LH0513'3.5 MILES EAST ALONG U.S. HIGHWAY NO. 30 FROM THE MONUMENT AT
 LH0513'THE JUNCTION OF U.S. HIGHWAY NO. 30 AND STATE HIGHWAY NO. 10 AT
 LH0513'KEARNEY, AT THE KEARNEY ARMY AIR BASE, AT THE MAIN GATE, ABOUT
 LH0513'300 FEET NORTH OF THE HIGHWAY, 41 FEET WEST OF THE SOUTHWEST
 LH0513'CORNER OF THE GUARD HOUSE, 29 FEET WEST OF THE CENTER LINE OF
 LH0513'THE WEST GATE, 1.7 FEET EAST OF A CORNER FENCE POST, 1.2 FEET
 LH0513'NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST AT A DEPTH
 LH0513'OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0513
 LH0513                          STATION RECOVERY (1971)
 LH0513
 LH0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LH0513'RECOVERED IN GOOD CONDITION.
 LH0513
 LH0513                          STATION RECOVERY (1991)
 LH0513
 LH0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0513'THE STEM OF THE DISK IS ALL THAT REMAINS.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0616 ***********************************************************************
 LH0616  DESIGNATION -  Q 293
 LH0616  PID         -  LH0616
 LH0616  STATE/COUNTY-  NE/BUFFALO
 LH0616  USGS QUAD   -  PLEASANTON NW (1962)
 LH0616
 LH0616                         *CURRENT SURVEY CONTROL
 LH0616  ___________________________________________________________________
 LH0616* NAD 83(1986)-  40 58 24.     (N)    099 13 18.     (W)     SCALED    
 LH0616* NAVD 88     -       652.938  (meters)    2142.18   (feet)  ADJUSTED  
 LH0616  ___________________________________________________________________
 LH0616  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 LH0616  DYNAMIC HT  -         652.580 (meters)    2141.01  (feet)  COMP
 LH0616  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 LH0616
 LH0616  VERT ORDER  -  SECOND    CLASS 0
 LH0616
 LH0616.The horizontal coordinates were scaled from a topographic map and have
 LH0616.an estimated accuracy of +/- 6 seconds.
 LH0616
 LH0616.The orthometric height was determined by differential leveling
 LH0616.and adjusted by the National Geodetic Survey in June 1991..
 LH0616
 LH0616.The geoid height was determined by GEOID03.
 LH0616
 LH0616.The dynamic height is computed by dividing the NAVD 88
 LH0616.geopotential number by the normal gravity value computed on the
 LH0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0616.degrees latitude (g = 980.6199 gals.).
 LH0616
 LH0616.The modeled gravity was interpolated from observed gravity values.
 LH0616
 LH0616;                    North         East    Units  Estimated Accuracy
 LH0616;SPC NE       -   126,870.      565,490.      MT  (+/- 180 meters Scaled)
 LH0616
 LH0616                          SUPERSEDED SURVEY CONTROL
 LH0616
 LH0616  NGVD 29 (??/??/92)  652.691  (m)         2141.37   (f) ADJ UNCH    2 0
 LH0616
 LH0616.Superseded values are not recommended for survey control.
 LH0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0616.See file dsdata.txt to determine how the superseded data were derived.
 LH0616
 LH0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML813358(NAD 83)
 LH0616_MARKER: DB = BENCH MARK DISK
 LH0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0616_STAMPING: Q 293 1949
 LH0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0616+STABILITY: SURFACE MOTION
 LH0616
 LH0616  HISTORY     - Date     Condition        Report By
 LH0616  HISTORY     - 1949     MONUMENTED       CGS
 LH0616
 LH0616                          STATION DESCRIPTION
 LH0616
 LH0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0616'8.2 MI W FROM PLEASANTON.
 LH0616'0.7 MILE NORTH ALONG STATE HIGHWAY NO. 10 FROM THE BRIDGE OVER
 LH0616'THE SOUTH LOUP RIVER AT PLEASANTON, THENCE 7.5 MILES WEST ALONG
 LH0616'A COUNTY ROAD, AT A T-JUNCTION OF ROADS, ON THE INSIDE OF A
 LH0616'CURVE WITH TANGENTS LEADING NORTHEAST AND SOUTHEAST, 0.35 MILE
 LH0616'SOUTHWEST OF A BRIDGE OVER THE SOUTH LOUP RIVER, 42 FEET NORTH
 LH0616'OF A POINT ON THE PROJECTED CENTER LINE OF A SIDE ROAD LEADING
 LH0616'WEST, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTH
 LH0616'OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 1.7 FEET EAST OF A
 LH0616'FENCE, 1.4 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0616'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3 FOOT ABOVE
 LH0616'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0629 ***********************************************************************
 LH0629  DESIGNATION -  Q 294
 LH0629  PID         -  LH0629
 LH0629  STATE/COUNTY-  NE/BUFFALO
 LH0629  USGS QUAD   -  AMHERST (1983)
 LH0629
 LH0629                         *CURRENT SURVEY CONTROL
 LH0629  ___________________________________________________________________
 LH0629* NAD 83(1986)-  40 50 35.     (N)    099 15 17.     (W)     SCALED    
 LH0629* NAVD 88     -       706.781  (meters)    2318.83   (feet)  ADJUSTED  
 LH0629  ___________________________________________________________________
 LH0629  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 LH0629  DYNAMIC HT  -         706.378 (meters)    2317.51  (feet)  COMP
 LH0629  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 LH0629
 LH0629  VERT ORDER  -  SECOND    CLASS 0
 LH0629
 LH0629.The horizontal coordinates were scaled from a topographic map and have
 LH0629.an estimated accuracy of +/- 6 seconds.
 LH0629
 LH0629.The orthometric height was determined by differential leveling
 LH0629.and adjusted by the National Geodetic Survey in June 1991..
 LH0629
 LH0629.The geoid height was determined by GEOID03.
 LH0629
 LH0629.The dynamic height is computed by dividing the NAVD 88
 LH0629.geopotential number by the normal gravity value computed on the
 LH0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0629.degrees latitude (g = 980.6199 gals.).
 LH0629
 LH0629.The modeled gravity was interpolated from observed gravity values.
 LH0629
 LH0629;                    North         East    Units  Estimated Accuracy
 LH0629;SPC NE       -   112,380.      562,840.      MT  (+/- 180 meters Scaled)
 LH0629
 LH0629                          SUPERSEDED SURVEY CONTROL
 LH0629
 LH0629  NGVD 29 (??/??/92)  706.523  (m)         2317.98   (f) ADJ UNCH    2 0
 LH0629
 LH0629.Superseded values are not recommended for survey control.
 LH0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0629.See file dsdata.txt to determine how the superseded data were derived.
 LH0629
 LH0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML785213(NAD 83)
 LH0629_MARKER: DB = BENCH MARK DISK
 LH0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0629_STAMPING: Q 294 1949
 LH0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0629+STABILITY: SURFACE MOTION
 LH0629
 LH0629  HISTORY     - Date     Condition        Report By
 LH0629  HISTORY     - 1949     MONUMENTED       CGS
 LH0629  HISTORY     - 1966     GOOD             NGS
 LH0629  HISTORY     - 19920709 MARK NOT FOUND   LOCSUR
 LH0629
 LH0629                          STATION DESCRIPTION
 LH0629
 LH0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0629'0.8 MI N FROM AMHERST.
 LH0629'0.8 MILE NORTH ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 LH0629'AMHERST, ABOUT 300 FEET SOUTH OF A T-JUNCTION OF THE NORTH-SOUTH
 LH0629'ROAD AND A SIDE ROAD LEADING EAST, ABOUT 200 FEET NORTH OF A
 LH0629'CURVE WITH TANGENTS LEADING WEST AND NORTH, 35 FEET SOUTH OF
 LH0629'THE CENTER LINE OF A PRIVATE ROAD LEADING EAST TO THE E.W. DAVIS
 LH0629'FARMHOUSE, 33 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LH0629'ROAD, 1.3 FEET WEST OF A FENCE, 1.8 FEET NORTH OF A REFERENCE
 LH0629'POST, SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 LH0629'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LH0629
 LH0629                          STATION RECOVERY (1966)
 LH0629
 LH0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LH0629'RECOVERED IN GOOD CONDITION.
 LH0629
 LH0629                          STATION RECOVERY (1992)
 LH0629
 LH0629'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992
 LH0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0584 ***********************************************************************
 LH0584  DESIGNATION -  Q 295
 LH0584  PID         -  LH0584
 LH0584  STATE/COUNTY-  NE/BUFFALO
 LH0584  USGS QUAD   -  KEARNEY (1983)
 LH0584
 LH0584                         *CURRENT SURVEY CONTROL
 LH0584  ___________________________________________________________________
 LH0584* NAD 83(1986)-  40 44 52.     (N)    099 05 02.     (W)     SCALED    
 LH0584* NAVD 88     -       659.849  (meters)    2164.85   (feet)  ADJUSTED  
 LH0584  ___________________________________________________________________
 LH0584  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 LH0584  DYNAMIC HT  -         659.479 (meters)    2163.64  (feet)  COMP
 LH0584  MODELED GRAV-     980,042.7   (mgal)                       NAVD 88
 LH0584
 LH0584  VERT ORDER  -  SECOND    CLASS 0
 LH0584
 LH0584.The horizontal coordinates were scaled from a topographic map and have
 LH0584.an estimated accuracy of +/- 6 seconds.
 LH0584
 LH0584.The orthometric height was determined by differential leveling
 LH0584.and adjusted by the National Geodetic Survey in June 1991..
 LH0584
 LH0584.The geoid height was determined by GEOID03.
 LH0584
 LH0584.The dynamic height is computed by dividing the NAVD 88
 LH0584.geopotential number by the normal gravity value computed on the
 LH0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0584.degrees latitude (g = 980.6199 gals.).
 LH0584
 LH0584.The modeled gravity was interpolated from observed gravity values.
 LH0584
 LH0584;                    North         East    Units  Estimated Accuracy
 LH0584;SPC NE       -   101,940.      577,350.      MT  (+/- 180 meters Scaled)
 LH0584
 LH0584                          SUPERSEDED SURVEY CONTROL
 LH0584
 LH0584  NGVD 29 (??/??/92)  659.600  (m)         2164.04   (f) ADJ UNCH    2 0
 LH0584
 LH0584.Superseded values are not recommended for survey control.
 LH0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0584.See file dsdata.txt to determine how the superseded data were derived.
 LH0584
 LH0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929107(NAD 83)
 LH0584_MARKER: DB = BENCH MARK DISK
 LH0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0584_STAMPING: Q 295 1949
 LH0584_MARK LOGO: CGS   
 LH0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0584+STABILITY: SURFACE MOTION
 LH0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0584+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 LH0584
 LH0584  HISTORY     - Date     Condition        Report By
 LH0584  HISTORY     - 1949     MONUMENTED       CGS
 LH0584  HISTORY     - 19930726 GOOD             NGS
 LH0584  HISTORY     - 20050308 MARK NOT FOUND   NEDR
 LH0584
 LH0584                          STATION DESCRIPTION
 LH0584
 LH0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0584'3.4 MI N FROM KEARNEY.
 LH0584'3.4 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 LH0584'KEARNEY, BUFFALO COUNTY, AT THE CROSSING OF THE UNION PACIFIC
 LH0584'RAILROAD, 70 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET
 LH0584'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 5 FEET NORTHWEST OF
 LH0584'A POWER-TRANSMISSION LINE POLE, 1.5 FEET SOUTHEAST OF THE SOUTHEAST
 LH0584'END-POST OF THE NORTHEAST RIGHT-OF-WAY FENCE, AND 2 FEET NORTHWEST
 LH0584'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q 295
 LH0584'1949 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 LH0584'ABOVE GROUND.
 LH0584
 LH0584                          STATION RECOVERY (1993)
 LH0584
 LH0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0584'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS. THE MARK IS LOCATED AT
 LH0584'GLENWOOD PARK, 0.1 MI (0.2 KM) SOUTH FROM THE JUNCTION OF STATE
 LH0584'HIGHWAYS 10 AND 40 AND IN THE SE1/4, SEC14, T9N, R16W. THE MARK IS 70
 LH0584'FT (21.3 M) WEST FROM THE CENTERLINE OF STATE HIGHWAY 10, 5 FT (1.5 M)
 LH0584'NORTHWEST FROM A POWERLINE POLE, 1.5 FT (0.5 M) SOUTHEAST FROM THE
 LH0584'SOUTHEAST END POST OF AN OLD, ABANDONED, RAILROAD FENCE, 2.0 FT (0.6
 LH0584'M) NORTHWEST FROM A WITNESS POST AND SET INTO THE TOP OF A ROUND
 LH0584'CONCRETE POST THAT PROJECTS ABOUT 0.2 FT (6.1 CM) ABOVE THE GROUND
 LH0584'SURFACE.
 LH0584
 LH0584                          STATION RECOVERY (2005)
 LH0584
 LH0584'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JA)
 LH0584'BELIEVED DESTROYED DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0121 ***********************************************************************
 LG0121  DESIGNATION -  Q 296 RESET
 LG0121  PID         -  LG0121
 LG0121  STATE/COUNTY-  NE/CASS
 LG0121  USGS QUAD   -  MANLEY (1966)
 LG0121
 LG0121                         *CURRENT SURVEY CONTROL
 LG0121  ___________________________________________________________________
 LG0121* NAD 83(1986)-  40 59 59.     (N)    096 09 43.     (W)     SCALED    
 LG0121* NAVD 88     -       316.85   (meters)    1039.5    (feet)  RESET     
 LG0121  ___________________________________________________________________
 LG0121  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 LG0121
 LG0121  VERT ORDER  -  THIRD
 LG0121
 LG0121.The horizontal coordinates were scaled from a topographic map and have
 LG0121.an estimated accuracy of +/- 6 seconds.
 LG0121
 LG0121.The orthometric height was computed from unverified reset data.
 LG0121
 LG0121.The geoid height was determined by GEOID03.
 LG0121
 LG0121;                    North         East    Units  Estimated Accuracy
 LG0121;SPC NE       -   136,660.      822,710.      MT  (+/- 180 meters Scaled)
 LG0121
 LG0121                          SUPERSEDED SURVEY CONTROL
 LG0121
 LG0121  NGVD 29 (??/??/??)  316.75   (m)         1039.2    (f) RESET       3  
 LG0121
 LG0121.Superseded values are not recommended for survey control.
 LG0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0121.See file dsdata.txt to determine how the superseded data were derived.
 LG0121
 LG0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL387426(NAD 83)
 LG0121_MARKER: DB = BENCH MARK DISK
 LG0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0121_SP_SET: STEP
 LG0121_STAMPING: Q 296 RESET 1967
 LG0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0121
 LG0121  HISTORY     - Date     Condition        Report By
 LG0121  HISTORY     - 1967     MONUMENTED       CGS
 LG0121
 LG0121                          STATION DESCRIPTION
 LG0121
 LG0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LG0121'AT LOUISVILLE.
 LG0121'AT LOUISVILLE, AT THE INTERSECTION OF MAIN AND THIRD STREETS,
 LG0121'45 FEET NORTH OF THE CENTERLINE OF THIRD STREET, 40 FEET WEST
 LG0121'OF THE CENTERLINE OF MAIN STREET, 15.4 FEET NORTH OF THE
 LG0121'SOUTHEAST CORNER OF THE WORTHMAN BUILDING AND AT THE NORTH END
 LG0121'OF THE BOTTOM STEP AT THE EAST ENTRANCE TO THE BUILDING.  THE
 LG0121'DISK IS SET IN A DRILL HOLE IN THE CONCRETE STEP AND IS FLUSH
 LG0121'WITH THE TOP OF THE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2183 ***********************************************************************
 MK2183  DESIGNATION -  Q 298 RESET
 MK2183  PID         -  MK2183
 MK2183  STATE/COUNTY-  NE/SAUNDERS
 MK2183  USGS QUAD   -  WAHOO EAST (1983)
 MK2183
 MK2183                         *CURRENT SURVEY CONTROL
 MK2183  ___________________________________________________________________
 MK2183* NAD 83(1986)-  41 10 38.     (N)    096 34 25.     (W)     SCALED    
 MK2183* NAVD 88     -       351.22   (meters)    1152.3    (feet)  RESET     
 MK2183  ___________________________________________________________________
 MK2183  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 MK2183
 MK2183  VERT ORDER  -  THIRD
 MK2183
 MK2183.The horizontal coordinates were scaled from a topographic map and have
 MK2183.an estimated accuracy of +/- 6 seconds.
 MK2183
 MK2183.The orthometric height was computed from unverified reset data.
 MK2183.No vertical observational check was made to the station.
 MK2183
 MK2183.The geoid height was determined by GEOID03.
 MK2183
 MK2183;                    North         East    Units  Estimated Accuracy
 MK2183;SPC NE       -   154,900.      787,340.      MT  (+/- 180 meters Scaled)
 MK2183
 MK2183                          SUPERSEDED SURVEY CONTROL
 MK2183
 MK2183  NGVD 29 (08/02/06)  351.08   (m)         1151.8    (f) RESET       3  
 MK2183
 MK2183.Superseded values are not recommended for survey control.
 MK2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2183.See file dsdata.txt to determine how the superseded data were derived.
 MK2183
 MK2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL035612(NAD 83)
 MK2183_MARKER: DB = BENCH MARK DISK
 MK2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2183_SP_SET: CONCRETE POST
 MK2183_STAMPING: Q 298 RESET 1987
 MK2183_MARK LOGO: NGS   
 MK2183_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2183+STABILITY: SURFACE MOTION
 MK2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2183+SATELLITE: SATELLITE OBSERVATIONS - 1987
 MK2183
 MK2183  HISTORY     - Date     Condition        Report By
 MK2183  HISTORY     - 1987     MONUMENTED       NGS
 MK2183
 MK2183                          STATION DESCRIPTION
 MK2183
 MK2183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 MK2183'0.48 KM (0.30 MI) SOUTH ALONG U.S. HIGHWAY 77, FROM THE COURTHOUSE IN
 MK2183'WAHOO, THEN 1.61 KM (1.00 MI) EAST ON A PAVED ROAD, THEN 1.61 KM
 MK2183'(1.00 MI) SOUTH ON A GRADED ROAD, THEN 2.41 KM (1.50 MI) EAST ON A
 MK2183'GRADED ROAD, THEN 1.61 KM (1.00 MI) SOUTH ON A DIRT ROAD TO THE MARK
 MK2183'AT A T-ROAD, 9.45 M (31.0 FT) WEST-SOUTHWEST FROM SECTION CORNER
 MK2183'T14N, R7E, 13,24, 4.88 M (16.0 FT) WEST FROM THE EXTENDED CENTERLINE
 MK2183'OF THE NORTH/SOUTH ROAD, 4.57 M (15.0 FT) SOUTH FROM THE CENTERLINE
 MK2183'OF THE EAST/WEST ROAD, 0.3 M (1.0 FT) EAST FROM A WITNESS POST AND
 MK2183'SET INTO THE TOP OF A CONCRETE POST THAT PROJECTS 0.1 M (0.3 FT)
 MK2183'ABOVE THE GROUND AND IS ABOUT 0.6 M (2.0 FT) BELOW THE ROADS.
 MK2183'THE MARK IS ABOUT 1.61 KM (1.00 MI) SOUTH FROM BENCH MARK G 298.
 MK2183'THE DIRT ROAD TO THE MARK WILL BE IMPASSABLE DURING WET WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0789 ***********************************************************************
 MK0789  DESIGNATION -  Q 299
 MK0789  PID         -  MK0789
 MK0789  STATE/COUNTY-  NE/SAUNDERS
 MK0789  USGS QUAD   -  MEAD (1981)
 MK0789
 MK0789                         *CURRENT SURVEY CONTROL
 MK0789  ___________________________________________________________________
 MK0789* NAD 83(1986)-  41 14 03.     (N)    096 23 49.     (W)     SCALED    
 MK0789* NAVD 88     -       350.324  (meters)    1149.35   (feet)  ADJUSTED  
 MK0789  ___________________________________________________________________
 MK0789  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 MK0789  DYNAMIC HT  -         350.162 (meters)    1148.82  (feet)  COMP
 MK0789  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 MK0789
 MK0789  VERT ORDER  -  SECOND    CLASS 0
 MK0789
 MK0789.The horizontal coordinates were scaled from a topographic map and have
 MK0789.an estimated accuracy of +/- 6 seconds.
 MK0789
 MK0789.The orthometric height was determined by differential leveling
 MK0789.and adjusted by the National Geodetic Survey in June 1991..
 MK0789
 MK0789.The geoid height was determined by GEOID03.
 MK0789
 MK0789.The dynamic height is computed by dividing the NAVD 88
 MK0789.geopotential number by the normal gravity value computed on the
 MK0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0789.degrees latitude (g = 980.6199 gals.).
 MK0789
 MK0789.The modeled gravity was interpolated from observed gravity values.
 MK0789
 MK0789;                    North         East    Units  Estimated Accuracy
 MK0789;SPC NE       -   161,820.      801,880.      MT  (+/- 180 meters Scaled)
 MK0789
 MK0789                          SUPERSEDED SURVEY CONTROL
 MK0789
 MK0789  NGVD 29 (??/??/92)  350.190  (m)         1148.91   (f) ADJ UNCH    2 0
 MK0789
 MK0789.Superseded values are not recommended for survey control.
 MK0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0789.See file dsdata.txt to determine how the superseded data were derived.
 MK0789
 MK0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL181680(NAD 83)
 MK0789_MARKER: DB = BENCH MARK DISK
 MK0789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0789_SP_SET: BRIDGE ABUTMENT
 MK0789_STAMPING: Q 299 1950
 MK0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0789
 MK0789  HISTORY     - Date     Condition        Report By
 MK0789  HISTORY     - 1950     MONUMENTED       CGS
 MK0789
 MK0789                          STATION DESCRIPTION
 MK0789
 MK0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0789'0.5 MI S FROM YUTAN.
 MK0789'0.5 MILE SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0789'YUTAN, AT A JUNCTION WITH U.S. HIGHWAY 30 A, 184 FEET NORTH
 MK0789'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF THE CENTER
 MK0789'LINE OF THE EAST AND WEST ROAD, SET IN THE TOP OF THE EAST
 MK0789'END OF THE NORTH ABUTMENT OF A BRIDGE OVER UPPER CLEAR CREEK,
 MK0789'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0778 ***********************************************************************
 MK0778  DESIGNATION -  Q 300
 MK0778  PID         -  MK0778
 MK0778  STATE/COUNTY-  NE/DOUGLAS
 MK0778  USGS QUAD   -  WANN (1981)
 MK0778
 MK0778                         *CURRENT SURVEY CONTROL
 MK0778  ___________________________________________________________________
 MK0778* NAD 83(1986)-  41 12 05.     (N)    096 16 37.     (W)     SCALED    
 MK0778* NAVD 88     -       373.963  (meters)    1226.91   (feet)  ADJUSTED  
 MK0778  ___________________________________________________________________
 MK0778  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 MK0778  DYNAMIC HT  -         373.801 (meters)    1226.38  (feet)  COMP
 MK0778  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 MK0778
 MK0778  VERT ORDER  -  SECOND    CLASS 0
 MK0778
 MK0778.The horizontal coordinates were scaled from a topographic map and have
 MK0778.an estimated accuracy of +/- 6 seconds.
 MK0778
 MK0778.The orthometric height was determined by differential leveling
 MK0778.and adjusted by the National Geodetic Survey in June 1991..
 MK0778
 MK0778.The geoid height was determined by GEOID03.
 MK0778
 MK0778.The dynamic height is computed by dividing the NAVD 88
 MK0778.geopotential number by the normal gravity value computed on the
 MK0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0778.degrees latitude (g = 980.6199 gals.).
 MK0778
 MK0778.The modeled gravity was interpolated from observed gravity values.
 MK0778
 MK0778;                    North         East    Units  Estimated Accuracy
 MK0778;SPC NE       -   158,610.      812,090.      MT  (+/- 180 meters Scaled)
 MK0778
 MK0778                          SUPERSEDED SURVEY CONTROL
 MK0778
 MK0778  NGVD 29 (??/??/92)  373.844  (m)         1226.52   (f) ADJ UNCH    2 0
 MK0778
 MK0778.Superseded values are not recommended for survey control.
 MK0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0778.See file dsdata.txt to determine how the superseded data were derived.
 MK0778
 MK0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL283646(NAD 83)
 MK0778_MARKER: DB = BENCH MARK DISK
 MK0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0778_STAMPING: Q 300 1950
 MK0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0778+STABILITY: SURFACE MOTION
 MK0778
 MK0778  HISTORY     - Date     Condition        Report By
 MK0778  HISTORY     - 1950     MONUMENTED       CGS
 MK0778  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0778
 MK0778                          STATION DESCRIPTION
 MK0778
 MK0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0778'7.4 MI NW FROM GRETNA.
 MK0778'0.5 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE AT
 MK0778'GRETNA, THENCE 4.5 MILES NORTH ALONG U.S. HIGHWAY 6, THENCE
 MK0778'2.4 MILES WEST ALONG A GRAVELED ROAD, AT THE FARM HOME OF D.A.
 MK0778'SEWING, 139 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 MK0778'FARMHOUSE, 117 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 MK0778'BARN, 75 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20 FEET
 MK0778'EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.0 FOOT WEST
 MK0778'OF A FENCE, 1.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 MK0778'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0778
 MK0778                          STATION RECOVERY (1976)
 MK0778
 MK0778'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0766 ***********************************************************************
 MK0766  DESIGNATION -  Q 301
 MK0766  PID         -  MK0766
 MK0766  STATE/COUNTY-  NE/DOUGLAS
 MK0766  USGS QUAD   -  VALLEY (1983)
 MK0766
 MK0766                         *CURRENT SURVEY CONTROL
 MK0766  ___________________________________________________________________
 MK0766* NAD 83(1986)-  41 18 43.     (N)    096 20 26.     (W)     SCALED    
 MK0766* NAVD 88     -       346.785  (meters)    1137.74   (feet)  ADJUSTED  
 MK0766  ___________________________________________________________________
 MK0766  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 MK0766  DYNAMIC HT  -         346.624 (meters)    1137.22  (feet)  COMP
 MK0766  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 MK0766
 MK0766  VERT ORDER  -  SECOND    CLASS 0
 MK0766
 MK0766.The horizontal coordinates were scaled from a topographic map and have
 MK0766.an estimated accuracy of +/- 6 seconds.
 MK0766
 MK0766.The orthometric height was determined by differential leveling
 MK0766.and adjusted by the National Geodetic Survey in June 1991..
 MK0766
 MK0766.The geoid height was determined by GEOID03.
 MK0766
 MK0766.The dynamic height is computed by dividing the NAVD 88
 MK0766.geopotential number by the normal gravity value computed on the
 MK0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0766.degrees latitude (g = 980.6199 gals.).
 MK0766
 MK0766.The modeled gravity was interpolated from observed gravity values.
 MK0766
 MK0766;                    North         East    Units  Estimated Accuracy
 MK0766;SPC NE       -   170,650.      806,240.      MT  (+/- 180 meters Scaled)
 MK0766
 MK0766                          SUPERSEDED SURVEY CONTROL
 MK0766
 MK0766  NGVD 29 (??/??/92)  346.650  (m)         1137.30   (f) ADJ UNCH    2 0
 MK0766
 MK0766.Superseded values are not recommended for survey control.
 MK0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0766.See file dsdata.txt to determine how the superseded data were derived.
 MK0766
 MK0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL226767(NAD 83)
 MK0766_MARKER: DB = BENCH MARK DISK
 MK0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0766_STAMPING: Q 301 1950
 MK0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0766+STABILITY: SURFACE MOTION
 MK0766
 MK0766  HISTORY     - Date     Condition        Report By
 MK0766  HISTORY     - 1950     MONUMENTED       CGS
 MK0766  HISTORY     - 1976     GOOD             LOCSUR
 MK0766
 MK0766                          STATION DESCRIPTION
 MK0766
 MK0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0766'AT VALLEY.
 MK0766'AT VALLEY, 0.25 MILE SOUTHEAST OF THE UNION PACIFIC RAILROAD
 MK0766'STATION, 52 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 93,
 MK0766'ON THE INSIDE OF A CURVE IN THE HIGHWAY, 2 FEET EAST OF THE
 MK0766'SOUTHEAST CORNER OF A RED BRICK POWER LINE SUB STATION, 1 FOOT
 MK0766'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK0766'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK0766
 MK0766                          STATION RECOVERY (1976)
 MK0766
 MK0766'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0539 ***********************************************************************
 MK0539  DESIGNATION -  Q 302
 MK0539  PID         -  MK0539
 MK0539  STATE/COUNTY-  NE/SARPY
 MK0539  USGS QUAD   -  RALSTON (1984)
 MK0539
 MK0539                         *CURRENT SURVEY CONTROL
 MK0539  ___________________________________________________________________
 MK0539* NAD 83(1986)-  41 09 01.     (N)    096 00 05.     (W)     SCALED    
 MK0539* NAVD 88     -       303.627  (meters)     996.15   (feet)  ADJUSTED  
 MK0539  ___________________________________________________________________
 MK0539  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 MK0539  DYNAMIC HT  -         303.503 (meters)     995.74  (feet)  COMP
 MK0539  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 MK0539
 MK0539  VERT ORDER  -  SECOND    CLASS 0
 MK0539
 MK0539.The horizontal coordinates were scaled from a topographic map and have
 MK0539.an estimated accuracy of +/- 6 seconds.
 MK0539
 MK0539.The orthometric height was determined by differential leveling
 MK0539.and adjusted by the National Geodetic Survey in June 1991..
 MK0539
 MK0539.The geoid height was determined by GEOID03.
 MK0539
 MK0539.The dynamic height is computed by dividing the NAVD 88
 MK0539.geopotential number by the normal gravity value computed on the
 MK0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0539.degrees latitude (g = 980.6199 gals.).
 MK0539
 MK0539.The modeled gravity was interpolated from observed gravity values.
 MK0539
 MK0539;                    North         East    Units  Estimated Accuracy
 MK0539;SPC NE       -   153,970.      835,430.      MT  (+/- 180 meters Scaled)
 MK0539
 MK0539                          SUPERSEDED SURVEY CONTROL
 MK0539
 MK0539  NGVD 29 (??/??/92)  303.521  (m)          995.80   (f) ADJ UNCH    2 0
 MK0539
 MK0539.Superseded values are not recommended for survey control.
 MK0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0539.See file dsdata.txt to determine how the superseded data were derived.
 MK0539
 MK0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL516597(NAD 83)
 MK0539_MARKER: DB = BENCH MARK DISK
 MK0539_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK0539_SP_SET: BRIDGE ABUTMENT
 MK0539_STAMPING: Q 302 1950
 MK0539_MARK LOGO: CGS   
 MK0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0539+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1993
 MK0539
 MK0539  HISTORY     - Date     Condition        Report By
 MK0539  HISTORY     - 1950     MONUMENTED       CGS
 MK0539  HISTORY     - 19931025 GOOD             NGS
 MK0539
 MK0539                          STATION DESCRIPTION
 MK0539
 MK0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0539'2.4 MI E FROM PAPILLION.
 MK0539'2.4MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0539'AT PAPILLION, SARPY COUNTY, 78 YARDS EAST OF SEMAPHORE A 147, AT
 MK0539'TRESTLE 14.68, IN THE TOP OF THE SOUTH END OF THE SOUTH
 MK0539'CONCRETE-AND-ROCK BASE, 4 FEET SOUTH OF THE SOUTH RAIL OF THE
 MK0539'TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MK0539'Q 302 1950.
 MK0539
 MK0539                          STATION RECOVERY (1993)
 MK0539
 MK0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 MK0539'THE MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER THE RAILROAD IS GONE
 MK0539'AND THE OLD ABUTMENT IS TO BE REMOVED.  THE MARK WAS RELOCATED.  SEE Q
 MK0539'302 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7423 ***********************************************************************
 AA7423  DESIGNATION -  Q 302 RESET
 AA7423  PID         -  AA7423
 AA7423  STATE/COUNTY-  NE/SARPY
 AA7423  USGS QUAD   -  RALSTON (1984)
 AA7423
 AA7423                         *CURRENT SURVEY CONTROL
 AA7423  ___________________________________________________________________
 AA7423* NAD 83(1986)-  41 09 02.     (N)    096 00 05.     (W)     SCALED    
 AA7423* NAVD 88     -       304.16   (+/-2cm)     997.9    (feet)  VERTCON   
 AA7423  ___________________________________________________________________
 AA7423  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AA7423
 AA7423  VERT ORDER  -  THIRD (See Below)
 AA7423
 AA7423.The horizontal coordinates were scaled from a topographic map and have
 AA7423.an estimated accuracy of +/- 6 seconds.
 AA7423
 AA7423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7423.The vertical order pertains to the NGVD 29 superseded value.
 AA7423
 AA7423.The geoid height was determined by GEOID03.
 AA7423
 AA7423;                    North         East    Units  Estimated Accuracy
 AA7423;SPC NE       -   154,000.      835,430.      MT  (+/- 180 meters Scaled)
 AA7423
 AA7423                          SUPERSEDED SURVEY CONTROL
 AA7423
 AA7423  NGVD 29 (08/02/06)  304.06   (m)          997.6    (f) RESET       3  
 AA7423
 AA7423.Superseded values are not recommended for survey control.
 AA7423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7423.See file dsdata.txt to determine how the superseded data were derived.
 AA7423
 AA7423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL516598(NAD 83)
 AA7423_MARKER: DV = VERTICAL CONTROL DISK
 AA7423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7423_STAMPING: Q 302 RESET 1993
 AA7423_MARK LOGO: NGS   
 AA7423_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7423+STABILITY: SURFACE MOTION
 AA7423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7423+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7423
 AA7423  HISTORY     - Date     Condition        Report By
 AA7423  HISTORY     - 1993     MONUMENTED       NGS
 AA7423
 AA7423                          STATION DESCRIPTION
 AA7423
 AA7423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 AA7423'TO REACH THE MARK FROM THE SARPY COUNTY COURTHOUSE, AT THE JUNCTION OF
 AA7423'STATE HIGHWAY 370 AND WASHINGTON STREET, IN PAPILLION, GO NORTH ON
 AA7423'WASHINGTON STREET FOR 1.2 MI (1.9 KM) TO 6TH STREET.  TURN RIGHT AND
 AA7423'GO EAST ON 6TH STREET, WHICH BECOMES CORNHUSKER ROAD, FOR 2.85 MI
 AA7423'(4.59 KM) TO 48TH STREET.  TURN RIGHT AND GO SOUTH ON 48TH STREET FOR
 AA7423'0.5 MI (0.8 KM) TO A CURVE EAST.  CONTINUE EAST FOR 0.1 MI (0.2 KM) TO
 AA7423'A T-ROAD.  TURN RIGHT AND GO SOUTH FOR 0.2 MI (0.3 KM) TO A CURVE
 AA7423'RIGHT AND WEST.  CONTINUE WEST FOR 0.4 MI (0.6 KM) TO A GATE, JUST
 AA7423'WEST OF THE BELLVUE BERRY FARM BUILDINGS.  CONTINUE WEST ON AN OLD
 AA7423'RAILROAD GRADE AND LEVEE, FOR 0.3 MI (0.5 KM) TO THE MARK ON THE
 AA7423'RIGHT, ON PROPERTY OWNED BY THE PAPIO-MISSOURI RIVER NATURAL RESOURCES
 AA7423'DISTRICT, 8901 SOUTH 154TH STREET, OMAHA, NE 68138-3621. TELEPHONE 402
 AA7423'444 3222. THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AA7423'THAT PROJECTS 15 CM ABOVE THE GROUND.  IT IS 25.908 M (85.000 FT) WEST
 AA7423'OF A NAIL WITHIN A BLAZE ON THE SOUTH SIDE OF A 48-INCH COTTONWOOD
 AA7423'TREE, 13.264 M (43.517 FT) EAST OF A NAIL WITHIN A TRIANGLE BLAZE ON
 AA7423'THE SOUTH SIDE OF A 12-INCH ELM TREE, 0.647 M (2.123 FT) WEST FROM A
 AA7423'WITNESS POST AND 0.450 M (1.476 FT) SOUTH OF AN EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0570 ***********************************************************************
 MK0570  DESIGNATION -  Q 303 RESET
 MK0570  PID         -  MK0570
 MK0570  STATE/COUNTY-  NE/DOUGLAS
 MK0570  USGS QUAD   -  VALLEY (1983)
 MK0570
 MK0570                         *CURRENT SURVEY CONTROL
 MK0570  ___________________________________________________________________
 MK0570* NAD 83(1986)-  41 17 00.     (N)    096 16 30.     (W)     SCALED    
 MK0570* NAVD 88     -       345.04   (meters)    1132.0    (feet)  RESET     
 MK0570  ___________________________________________________________________
 MK0570  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 MK0570
 MK0570  VERT ORDER  -  THIRD
 MK0570
 MK0570.The horizontal coordinates were scaled from a topographic map and have
 MK0570.an estimated accuracy of +/- 6 seconds.
 MK0570
 MK0570.The orthometric height was computed from unverified reset data.
 MK0570
 MK0570.The geoid height was determined by GEOID03.
 MK0570
 MK0570;                    North         East    Units  Estimated Accuracy
 MK0570;SPC NE       -   167,710.      811,860.      MT  (+/- 180 meters Scaled)
 MK0570
 MK0570                          SUPERSEDED SURVEY CONTROL
 MK0570
 MK0570  NGVD 29 (??/??/??)  344.91   (m)         1131.6    (f) RESET       3  
 MK0570
 MK0570.Superseded values are not recommended for survey control.
 MK0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0570.See file dsdata.txt to determine how the superseded data were derived.
 MK0570
 MK0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL282737(NAD 83)
 MK0570_MARKER: DB = BENCH MARK DISK
 MK0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0570_SP_SET: BRIDGE
 MK0570_STAMPING: Q 303 RESET 1963
 MK0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0570
 MK0570  HISTORY     - Date     Condition        Report By
 MK0570  HISTORY     - 1963     MONUMENTED       UPRR
 MK0570  HISTORY     - 1976     GOOD             LOCSUR
 MK0570
 MK0570                          STATION DESCRIPTION
 MK0570
 MK0570'DESCRIBED BY UNION PACIFIC RAILROAD 1963
 MK0570'2.1 MI W FROM ELKHORN.
 MK0570'2.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0570'AT ELKHORN, DOUGLAS COUNTY, 0.7 MILE EAST OF WATERLOO, AT
 MK0570'BRIDGE 23.86 OVER ELKHORN RIVER, AND SET IN THE TOP OF THE
 MK0570'SOUTH END OF THE EAST ABUTMENT, 8 FEET SOUTH OF THE SOUTH RAIL
 MK0570'OF THE SOUTH SET OF TRACKS, AND ABOUT 1/2 FOOT LOWER THAN THE
 MK0570'TRACKS.
 MK0570
 MK0570                          STATION RECOVERY (1976)
 MK0570
 MK0570'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1040 ***********************************************************************
 MK1040  DESIGNATION -  Q 304
 MK1040  PID         -  MK1040
 MK1040  STATE/COUNTY-  NE/SAUNDERS
 MK1040  USGS QUAD   -  COLON (1969)
 MK1040
 MK1040                         *CURRENT SURVEY CONTROL
 MK1040  ___________________________________________________________________
 MK1040* NAD 83(1986)-  41 21 53.     (N)    096 30 02.     (W)     SCALED    
 MK1040* NAVD 88     -       409.784  (meters)    1344.43   (feet)  ADJUSTED  
 MK1040  ___________________________________________________________________
 MK1040  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 MK1040  DYNAMIC HT  -         409.594 (meters)    1343.81  (feet)  COMP
 MK1040  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 MK1040
 MK1040  VERT ORDER  -  SECOND    CLASS 0
 MK1040
 MK1040.The horizontal coordinates were scaled from a topographic map and have
 MK1040.an estimated accuracy of +/- 6 seconds.
 MK1040
 MK1040.The orthometric height was determined by differential leveling
 MK1040.and adjusted by the National Geodetic Survey in June 1991..
 MK1040
 MK1040.The geoid height was determined by GEOID03.
 MK1040
 MK1040.The dynamic height is computed by dividing the NAVD 88
 MK1040.geopotential number by the normal gravity value computed on the
 MK1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1040.degrees latitude (g = 980.6199 gals.).
 MK1040
 MK1040.The modeled gravity was interpolated from observed gravity values.
 MK1040
 MK1040;                    North         East    Units  Estimated Accuracy
 MK1040;SPC NE       -   175,950.      792,620.      MT  (+/- 180 meters Scaled)
 MK1040
 MK1040                          SUPERSEDED SURVEY CONTROL
 MK1040
 MK1040  NGVD 29 (??/??/92)  409.633  (m)         1343.94   (f) ADJ UNCH    2 0
 MK1040
 MK1040.Superseded values are not recommended for survey control.
 MK1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1040.See file dsdata.txt to determine how the superseded data were derived.
 MK1040
 MK1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL090822(NAD 83)
 MK1040_MARKER: DB = BENCH MARK DISK
 MK1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1040_STAMPING: Q 304 1950
 MK1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1040+STABILITY: SURFACE MOTION
 MK1040
 MK1040  HISTORY     - Date     Condition        Report By
 MK1040  HISTORY     - 1950     MONUMENTED       CGS
 MK1040
 MK1040                          STATION DESCRIPTION
 MK1040
 MK1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1040'4.9 MI S FROM FREMONT.
 MK1040'4.9 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE
 MK1040'AT FREMONT, 218 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MK1040'25 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK1040'1.0 FOOT NORTH OF A FENCE, 2.0 FEET WEST OF A WITNESS POST,
 MK1040'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 MK1040'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0947 ***********************************************************************
 MK0947  DESIGNATION -  Q 305
 MK0947  PID         -  MK0947
 MK0947  STATE/COUNTY-  NE/SAUNDERS
 MK0947  USGS QUAD   -  COLON (1969)
 MK0947
 MK0947                         *CURRENT SURVEY CONTROL
 MK0947  ___________________________________________________________________
 MK0947* NAD 83(1986)-  41 21 55.     (N)    096 36 41.     (W)     SCALED    
 MK0947* NAVD 88     -       391.093  (meters)    1283.11   (feet)  ADJUSTED  
 MK0947  ___________________________________________________________________
 MK0947  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 MK0947  DYNAMIC HT  -         390.914 (meters)    1282.52  (feet)  COMP
 MK0947  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 MK0947
 MK0947  VERT ORDER  -  SECOND    CLASS 0
 MK0947
 MK0947.The horizontal coordinates were scaled from a topographic map and have
 MK0947.an estimated accuracy of +/- 6 seconds.
 MK0947
 MK0947.The orthometric height was determined by differential leveling
 MK0947.and adjusted by the National Geodetic Survey in June 1991..
 MK0947
 MK0947.The geoid height was determined by GEOID03.
 MK0947
 MK0947.The dynamic height is computed by dividing the NAVD 88
 MK0947.geopotential number by the normal gravity value computed on the
 MK0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0947.degrees latitude (g = 980.6199 gals.).
 MK0947
 MK0947.The modeled gravity was interpolated from observed gravity values.
 MK0947
 MK0947;                    North         East    Units  Estimated Accuracy
 MK0947;SPC NE       -   175,640.      783,350.      MT  (+/- 180 meters Scaled)
 MK0947
 MK0947                          SUPERSEDED SURVEY CONTROL
 MK0947
 MK0947  NGVD 29 (??/??/92)  390.941  (m)         1282.61   (f) ADJ UNCH    2 0
 MK0947
 MK0947.Superseded values are not recommended for survey control.
 MK0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0947.See file dsdata.txt to determine how the superseded data were derived.
 MK0947
 MK0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL997820(NAD 83)
 MK0947_MARKER: DB = BENCH MARK DISK
 MK0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0947_STAMPING: Q 305 1950
 MK0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0947+STABILITY: SURFACE MOTION
 MK0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0947+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 MK0947
 MK0947  HISTORY     - Date     Condition        Report By
 MK0947  HISTORY     - 1950     MONUMENTED       CGS
 MK0947  HISTORY     - 1984     GOOD             LOCSUR
 MK0947  HISTORY     - 20060514 GOOD             INDIV
 MK0947
 MK0947                          STATION DESCRIPTION
 MK0947
 MK0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0947'2.4 MI S FROM CEDAR BLUFFS.
 MK0947'2.4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK0947'FROM THE STATION AT CEDAR BLUFFS, 34.5 FEET WEST OF THE WEST
 MK0947'RAIL OF THE RAILROAD, 25 FEET SOUTH OF THE CENTER LINE OF THE
 MK0947'EAST AND WEST ROAD, 3 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT
 MK0947'EAST OF A FENCE, 1.6 FEET NORTH OF A WITNESS POST, SET IN THE
 MK0947'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MK0947
 MK0947                          STATION RECOVERY (1984)
 MK0947
 MK0947'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0947'RECOVERED IN GOOD CONDITION.
 MK0947
 MK0947                          STATION RECOVERY (2006)
 MK0947
 MK0947'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 MK0947'THE RAILROAD WAS REMOVED IN 1983.  THE EAST-WEST FENCE HAS BEEN
 MK0947'REMOVED.
 MK0947' 
 MK0947'THE CONCRETE POST NOW PROJECTS 1.1 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0188 ***********************************************************************
 LH0188  DESIGNATION -  Q 306
 LH0188  PID         -  LH0188
 LH0188  STATE/COUNTY-  NE/HALL
 LH0188  USGS QUAD   -  GRAND ISLAND (1993)
 LH0188
 LH0188                         *CURRENT SURVEY CONTROL
 LH0188  ___________________________________________________________________
 LH0188* NAD 83(1986)-  40 58 30.     (N)    098 20 03.     (W)     SCALED    
 LH0188* NAVD 88     -       561.888  (meters)    1843.46   (feet)  ADJUSTED  
 LH0188  ___________________________________________________________________
 LH0188  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 LH0188  DYNAMIC HT  -         561.594 (meters)    1842.50  (feet)  COMP
 LH0188  MODELED GRAV-     980,082.0   (mgal)                       NAVD 88
 LH0188
 LH0188  VERT ORDER  -  SECOND    CLASS 0
 LH0188
 LH0188.The horizontal coordinates were scaled from a topographic map and have
 LH0188.an estimated accuracy of +/- 6 seconds.
 LH0188
 LH0188.The orthometric height was determined by differential leveling
 LH0188.and adjusted by the National Geodetic Survey in June 1991..
 LH0188
 LH0188.The geoid height was determined by GEOID03.
 LH0188
 LH0188.The dynamic height is computed by dividing the NAVD 88
 LH0188.geopotential number by the normal gravity value computed on the
 LH0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0188.degrees latitude (g = 980.6199 gals.).
 LH0188
 LH0188.The modeled gravity was interpolated from observed gravity values.
 LH0188
 LH0188;                    North         East    Units  Estimated Accuracy
 LH0188;SPC NE       -   128,110.      640,160.      MT  (+/- 180 meters Scaled)
 LH0188
 LH0188                          SUPERSEDED SURVEY CONTROL
 LH0188
 LH0188  NGVD 29 (??/??/92)  561.652  (m)         1842.69   (f) ADJ UNCH    2 0
 LH0188
 LH0188.Superseded values are not recommended for survey control.
 LH0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0188.See file dsdata.txt to determine how the superseded data were derived.
 LH0188
 LH0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL560361(NAD 83)
 LH0188_MARKER: DB = BENCH MARK DISK
 LH0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0188_STAMPING: Q 306 1950
 LH0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0188+STABILITY: SURFACE MOTION
 LH0188
 LH0188  HISTORY     - Date     Condition        Report By
 LH0188  HISTORY     - 1950     MONUMENTED       CGS
 LH0188  HISTORY     - 1958     GOOD             NGS
 LH0188
 LH0188                          STATION DESCRIPTION
 LH0188
 LH0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0188'3.6 MI N FROM GRAND ISLAND.
 LH0188'3.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0188'STATION AT GRAND ISLAND, AT A ROAD CROSSING, 239 FEET NORTH OF
 LH0188'THE CENTER LINE OF A ROAD, AT THE SOUTH JUNCTION WITH THE
 LH0188'TRACK LEADING TO THE MUNICIPAL AIRPORT, 45 FEET SOUTHEAST OF THE
 LH0188'EAST END OF CULVERT 366, 47 FEET EAST OF THE EAST RAIL, 1 FOOT
 LH0188'WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 LH0188'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0188
 LH0188                          STATION RECOVERY (1958)
 LH0188
 LH0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LH0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0237 ***********************************************************************
 ML0237  DESIGNATION -  Q 307
 ML0237  PID         -  ML0237
 ML0237  STATE/COUNTY-  NE/NANCE
 ML0237  USGS QUAD   -  BELGRADE SE (1955)
 ML0237
 ML0237                         *CURRENT SURVEY CONTROL
 ML0237  ___________________________________________________________________
 ML0237* NAD 83(1986)-  41 19 21.     (N)    098 05 40.     (W)     SCALED    
 ML0237* NAVD 88     -       519.029  (meters)    1702.85   (feet)  ADJUSTED  
 ML0237  ___________________________________________________________________
 ML0237  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 ML0237  DYNAMIC HT  -         518.782 (meters)    1702.04  (feet)  COMP
 ML0237  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 ML0237
 ML0237  VERT ORDER  -  SECOND    CLASS 0
 ML0237
 ML0237.The horizontal coordinates were scaled from a topographic map and have
 ML0237.an estimated accuracy of +/- 6 seconds.
 ML0237
 ML0237.The orthometric height was determined by differential leveling
 ML0237.and adjusted by the National Geodetic Survey in June 1991..
 ML0237
 ML0237.The geoid height was determined by GEOID03.
 ML0237
 ML0237.The dynamic height is computed by dividing the NAVD 88
 ML0237.geopotential number by the normal gravity value computed on the
 ML0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0237.degrees latitude (g = 980.6199 gals.).
 ML0237
 ML0237.The modeled gravity was interpolated from observed gravity values.
 ML0237
 ML0237;                    North         East    Units  Estimated Accuracy
 ML0237;SPC NE       -   167,090.      659,470.      MT  (+/- 180 meters Scaled)
 ML0237
 ML0237                          SUPERSEDED SURVEY CONTROL
 ML0237
 ML0237  NGVD 29 (??/??/92)  518.804  (m)         1702.11   (f) ADJ UNCH    2 0
 ML0237
 ML0237.Superseded values are not recommended for survey control.
 ML0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0237.See file dsdata.txt to determine how the superseded data were derived.
 ML0237
 ML0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL757749(NAD 83)
 ML0237_MARKER: DB = BENCH MARK DISK
 ML0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0237_STAMPING: Q 307 1950
 ML0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0237+STABILITY: SURFACE MOTION
 ML0237
 ML0237  HISTORY     - Date     Condition        Report By
 ML0237  HISTORY     - 1950     MONUMENTED       CGS
 ML0237
 ML0237                          STATION DESCRIPTION
 ML0237
 ML0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0237'8.8 MI SW FROM FULLERTON.
 ML0237'1.2 MILES WEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 ML0237'FULLERTON, THENCE 7.6 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 ML0237'0.15 MILE EAST OF A ROAD INTERSECTION, 92 FEET EAST OF THE
 ML0237'NORTHEAST CORNER OF AN ABANDONED FARMHOUSE, 59 FEET NORTHEAST
 ML0237'OF THE NORTHEAST CORNER OF A COAL HOUSE, 85 FEET SOUTH OF THE
 ML0237'CENTER LINE OF THE ROAD, 10 FEET EAST OF THE CENTER LINE OF A
 ML0237'PRIVATE DRIVEWAY, 1 FOOT WEST OF A FENCE, 2 FEET NORTH OF A
 ML0237'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0237'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1575 ***********************************************************************
 MK1575  DESIGNATION -  Q 308
 MK1575  PID         -  MK1575
 MK1575  STATE/COUNTY-  NE/NANCE
 MK1575  USGS QUAD   -  FULLERTON NE (1958)
 MK1575
 MK1575                         *CURRENT SURVEY CONTROL
 MK1575  ___________________________________________________________________
 MK1575* NAD 83(1986)-  41 25 04.     (N)    097 48 39.     (W)     SCALED    
 MK1575* NAVD 88     -       533.783  (meters)    1751.25   (feet)  ADJUSTED  
 MK1575  ___________________________________________________________________
 MK1575  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 MK1575  DYNAMIC HT  -         533.535 (meters)    1750.44  (feet)  COMP
 MK1575  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 MK1575
 MK1575  VERT ORDER  -  SECOND    CLASS 0
 MK1575
 MK1575.The horizontal coordinates were scaled from a topographic map and have
 MK1575.an estimated accuracy of +/- 6 seconds.
 MK1575
 MK1575.The orthometric height was determined by differential leveling
 MK1575.and adjusted by the National Geodetic Survey in June 1991..
 MK1575
 MK1575.The geoid height was determined by GEOID03.
 MK1575
 MK1575.The dynamic height is computed by dividing the NAVD 88
 MK1575.geopotential number by the normal gravity value computed on the
 MK1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1575.degrees latitude (g = 980.6199 gals.).
 MK1575
 MK1575.The modeled gravity was interpolated from observed gravity values.
 MK1575
 MK1575;                    North         East    Units  Estimated Accuracy
 MK1575;SPC NE       -   178,230.      682,940.      MT  (+/- 180 meters Scaled)
 MK1575
 MK1575                          SUPERSEDED SURVEY CONTROL
 MK1575
 MK1575  NGVD 29 (??/??/92)  533.571  (m)         1750.56   (f) ADJ UNCH    2 0
 MK1575
 MK1575.Superseded values are not recommended for survey control.
 MK1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1575.See file dsdata.txt to determine how the superseded data were derived.
 MK1575
 MK1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL993858(NAD 83)
 MK1575_MARKER: DB = BENCH MARK DISK
 MK1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1575_STAMPING: Q 308 1950
 MK1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1575+STABILITY: SURFACE MOTION
 MK1575
 MK1575  HISTORY     - Date     Condition        Report By
 MK1575  HISTORY     - 1950     MONUMENTED       CGS
 MK1575
 MK1575                          STATION DESCRIPTION
 MK1575
 MK1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1575'6.2 MI SW FROM GENOA.
 MK1575'5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1575'AT GENOA, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, AT THE TOP OF
 MK1575'A HILL, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 47 FEET
 MK1575'NORTH OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 MK1575'WEST TO A FARMHOUSE WHICH IS ON TOP OF A RIDGE, 13 FEET NORTH
 MK1575'OF THE CENTER OF A GATE, 3 FEET NORTH OF A TELEPHONE POLE, 1.5
 MK1575'FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 MK1575'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1426 ***********************************************************************
 MK1426  DESIGNATION -  Q 309
 MK1426  PID         -  MK1426
 MK1426  STATE/COUNTY-  NE/MERRICK
 MK1426  USGS QUAD   -  SILVER CREEK (1958)
 MK1426
 MK1426                         *CURRENT SURVEY CONTROL
 MK1426  ___________________________________________________________________
 MK1426* NAD 83(1986)-  41 20 41.     (N)    097 41 40.     (W)     SCALED    
 MK1426* NAVD 88     -       476.993  (meters)    1564.93   (feet)  ADJUSTED  
 MK1426  ___________________________________________________________________
 MK1426  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 MK1426  DYNAMIC HT  -         476.772 (meters)    1564.21  (feet)  COMP
 MK1426  MODELED GRAV-     980,146.3   (mgal)                       NAVD 88
 MK1426
 MK1426  VERT ORDER  -  SECOND    CLASS 0
 MK1426
 MK1426.The horizontal coordinates were scaled from a topographic map and have
 MK1426.an estimated accuracy of +/- 6 seconds.
 MK1426
 MK1426.The orthometric height was determined by differential leveling
 MK1426.and adjusted by the National Geodetic Survey in June 1991..
 MK1426
 MK1426.The geoid height was determined by GEOID03.
 MK1426
 MK1426.The dynamic height is computed by dividing the NAVD 88
 MK1426.geopotential number by the normal gravity value computed on the
 MK1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1426.degrees latitude (g = 980.6199 gals.).
 MK1426
 MK1426.The modeled gravity was interpolated from observed gravity values.
 MK1426
 MK1426;                    North         East    Units  Estimated Accuracy
 MK1426;SPC NE       -   170,370.      692,880.      MT  (+/- 180 meters Scaled)
 MK1426
 MK1426                          SUPERSEDED SURVEY CONTROL
 MK1426
 MK1426  NGVD 29 (??/??/92)  476.789  (m)         1564.27   (f) ADJ UNCH    2 0
 MK1426
 MK1426.Superseded values are not recommended for survey control.
 MK1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1426.See file dsdata.txt to determine how the superseded data were derived.
 MK1426
 MK1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL092778(NAD 83)
 MK1426_MARKER: DB = BENCH MARK DISK
 MK1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1426_STAMPING: Q 309 1950
 MK1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1426+STABILITY: SURFACE MOTION
 MK1426
 MK1426  HISTORY     - Date     Condition        Report By
 MK1426  HISTORY     - 1950     MONUMENTED       CGS
 MK1426  HISTORY     - 1960     GOOD             NGS
 MK1426
 MK1426                          STATION DESCRIPTION
 MK1426
 MK1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1426'3.7 MI NW FROM SILVER CREEK.
 MK1426'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1426'AT SILVER CREEK, THENCE 1.6 MILES WEST ALONG A GRAVELED ROAD,
 MK1426'THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.5 MILES NORTH
 MK1426'ALONG STATE HIGHWAY 39, 35 FEET EAST OF THE CENTER LINE OF THE
 MK1426'HIGHWAY, 14 FEET SOUTH OF THE CENTER OF A GATE, 14 FEET NORTH OF A
 MK1426'FENCE CORNER, 1 FOOT EAST OF A FENCE, 2 FEET NORTHEAST OF A
 MK1426'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1426'0.3 FOOT ABOVE THE GROUND.
 MK1426
 MK1426                          STATION RECOVERY (1960)
 MK1426
 MK1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MK1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0250 ***********************************************************************
 MM0250  DESIGNATION -  Q 31
 MM0250  PID         -  MM0250
 MM0250  STATE/COUNTY-  NE/ARTHUR
 MM0250  USGS QUAD   -  ARTHUR (1985)
 MM0250
 MM0250                         *CURRENT SURVEY CONTROL
 MM0250  ___________________________________________________________________
 MM0250* NAD 83(1986)-  41 32 05.     (N)    101 42 54.     (W)     SCALED    
 MM0250* NAVD 88     -      1106.179  (meters)    3629.19   (feet)  ADJUSTED  
 MM0250  ___________________________________________________________________
 MM0250  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 MM0250  DYNAMIC HT  -        1105.500 (meters)    3626.96  (feet)  COMP
 MM0250  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 MM0250
 MM0250  VERT ORDER  -  SECOND    CLASS 0
 MM0250
 MM0250.The horizontal coordinates were scaled from a topographic map and have
 MM0250.an estimated accuracy of +/- 6 seconds.
 MM0250
 MM0250.The orthometric height was determined by differential leveling
 MM0250.and adjusted by the National Geodetic Survey in June 1991..
 MM0250
 MM0250.The geoid height was determined by GEOID03.
 MM0250
 MM0250.The dynamic height is computed by dividing the NAVD 88
 MM0250.geopotential number by the normal gravity value computed on the
 MM0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0250.degrees latitude (g = 980.6199 gals.).
 MM0250
 MM0250.The modeled gravity was interpolated from observed gravity values.
 MM0250
 MM0250;                    North         East    Units  Estimated Accuracy
 MM0250;SPC NE       -   190,320.      356,940.      MT  (+/- 180 meters Scaled)
 MM0250
 MM0250                          SUPERSEDED SURVEY CONTROL
 MM0250
 MM0250  NGVD 29 (??/??/92) 1105.700  (m)         3627.62   (f) ADJ UNCH    2 0
 MM0250
 MM0250.Superseded values are not recommended for survey control.
 MM0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0250.See file dsdata.txt to determine how the superseded data were derived.
 MM0250
 MM0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM735016(NAD 83)
 MM0250_MARKER: DB = BENCH MARK DISK
 MM0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0250_STAMPING: Q 31 1934
 MM0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0250+STABILITY: SURFACE MOTION
 MM0250
 MM0250  HISTORY     - Date     Condition        Report By
 MM0250  HISTORY     - 1934     MONUMENTED       CGS
 MM0250  HISTORY     - 1941     GOOD             NGS
 MM0250
 MM0250                          STATION DESCRIPTION
 MM0250
 MM0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MM0250'3.4 MI S FROM ARTHUR.
 MM0250'3.4 MILES SOUTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR
 MM0250'COUNTY, 38 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 MM0250'AND 9 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MM0250'DISK, STAMPED Q 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0533 ***********************************************************************
 ML0533  DESIGNATION -  Q 310
 ML0533  PID         -  ML0533
 ML0533  STATE/COUNTY-  NE/GREELEY
 ML0533  USGS QUAD   -  GREELEY NE (1985)
 ML0533
 ML0533                         *CURRENT SURVEY CONTROL
 ML0533  ___________________________________________________________________
 ML0533* NAD 83(1986)-  41 44 26.     (N)    098 32 47.     (W)     SCALED    
 ML0533* NAVD 88     -       606.643  (meters)    1990.29   (feet)  ADJUSTED  
 ML0533  ___________________________________________________________________
 ML0533  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 ML0533  DYNAMIC HT  -         606.355 (meters)    1989.35  (feet)  COMP
 ML0533  MODELED GRAV-     980,128.7   (mgal)                       NAVD 88
 ML0533
 ML0533  VERT ORDER  -  SECOND    CLASS 0
 ML0533
 ML0533.The horizontal coordinates were scaled from a topographic map and have
 ML0533.an estimated accuracy of +/- 6 seconds.
 ML0533
 ML0533.The orthometric height was determined by differential leveling
 ML0533.and adjusted by the National Geodetic Survey in June 1991..
 ML0533
 ML0533.The geoid height was determined by GEOID03.
 ML0533
 ML0533.The dynamic height is computed by dividing the NAVD 88
 ML0533.geopotential number by the normal gravity value computed on the
 ML0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0533.degrees latitude (g = 980.6199 gals.).
 ML0533
 ML0533.The modeled gravity was interpolated from observed gravity values.
 ML0533
 ML0533;                    North         East    Units  Estimated Accuracy
 ML0533;SPC NE       -   212,770.      620,880.      MT  (+/- 180 meters Scaled)
 ML0533
 ML0533                          SUPERSEDED SURVEY CONTROL
 ML0533
 ML0533  NGVD 29 (??/??/92)  606.402  (m)         1989.50   (f) ADJ UNCH    2 0
 ML0533
 ML0533.Superseded values are not recommended for survey control.
 ML0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0533.See file dsdata.txt to determine how the superseded data were derived.
 ML0533
 ML0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM377210(NAD 83)
 ML0533_MARKER: DB = BENCH MARK DISK
 ML0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0533_STAMPING: Q 310 1950
 ML0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0533+STABILITY: SURFACE MOTION
 ML0533
 ML0533  HISTORY     - Date     Condition        Report By
 ML0533  HISTORY     - 1950     MONUMENTED       CGS
 ML0533
 ML0533                          STATION DESCRIPTION
 ML0533
 ML0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0533'8.4 MI SE FROM ERICSON.
 ML0533'8.35 MILES SOUTHEAST ALONG A SAND ROAD FROM THE FARMERS STATE
 ML0533'BANK AT ERICSON, AT THE JUNCTION OF THE SAND ROAD AND U.S.
 ML0533'HIGHWAY 281, 82 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 ML0533'28 FEET EAST OF A FENCE CORNER, 25 FEET SOUTH OF THE CENTER LINE
 ML0533'OF THE SAND ROAD, 0.9 FOOT NORTH OF A FENCE, 1.4 FEET WEST OF
 ML0533'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0533'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1680 ***********************************************************************
 MK1680  DESIGNATION -  Q 311 RESET
 MK1680  PID         -  MK1680
 MK1680  STATE/COUNTY-  NE/MADISON
 MK1680  USGS QUAD   -  CLOSTER NE (1985)
 MK1680
 MK1680                         *CURRENT SURVEY CONTROL
 MK1680  ___________________________________________________________________
 MK1680* NAD 83(1986)-  41 54 17.     (N)    097 49 58.     (W)     SCALED    
 MK1680* NAVD 88     -       592.82   (meters)    1944.9    (feet)  RESET     
 MK1680  ___________________________________________________________________
 MK1680  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 MK1680
 MK1680  VERT ORDER  -  THIRD
 MK1680
 MK1680.The horizontal coordinates were scaled from a topographic map and have
 MK1680.an estimated accuracy of +/- 6 seconds.
 MK1680
 MK1680.The orthometric height was computed from unverified reset data.
 MK1680
 MK1680.The geoid height was determined by GEOID03.
 MK1680
 MK1680;                    North         East    Units  Estimated Accuracy
 MK1680;SPC NE       -   232,230.      679,750.      MT  (+/- 180 meters Scaled)
 MK1680
 MK1680                          SUPERSEDED SURVEY CONTROL
 MK1680
 MK1680.No superseded survey control is available for this station.
 MK1680
 MK1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM968398(NAD 83)
 MK1680_MARKER: DB = BENCH MARK DISK
 MK1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1680_STAMPING: Q 311 RESET 1971
 MK1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1680+STABILITY: SURFACE MOTION
 MK1680
 MK1680  HISTORY     - Date     Condition        Report By
 MK1680  HISTORY     - 1971     MONUMENTED       NGS
 MK1680
 MK1680                          STATION DESCRIPTION
 MK1680
 MK1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MK1680'9.8 MI S FROM TILDEN.
 MK1680'9.85 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 MK1680'U.S. HIGHWAY 275 AND STATE HIGHWAY 39 AT THE NORTH EDGE OF TILDEN,
 MK1680'0.25 MILE NORTH OF A CROSSROAD, AT THE TOP OF A HILL, 100 FEET
 MK1680'EAST OF THE CENTER OF STATE HIGHWAY 39, 2.5 FEET SOUTHWEST OF A
 MK1680'FENCE CORNER AT THE SOUTH EDGE OF A GROVE OF TREES, SET IN TOP
 MK1680'OF A 12-INCH CYLINDDHCAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 MK1680'THE GROUND SURFACE.  THIS MARK IS 0.442 METER HIGHER THAN THE
 MK1680'ORIGINAL BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0041 ***********************************************************************
 ML0041  DESIGNATION -  Q 312
 ML0041  PID         -  ML0041
 ML0041  STATE/COUNTY-  NE/BOONE
 ML0041  USGS QUAD   -  ALBION WEST (1985)
 ML0041
 ML0041                         *CURRENT SURVEY CONTROL
 ML0041  ___________________________________________________________________
 ML0041* NAD 83(1986)-  41 43 11.     (N)    098 03 45.     (W)     SCALED    
 ML0041* NAVD 88     -       549.241  (meters)    1801.97   (feet)  ADJUSTED  
 ML0041  ___________________________________________________________________
 ML0041  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML0041  DYNAMIC HT  -         548.997 (meters)    1801.17  (feet)  COMP
 ML0041  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 ML0041
 ML0041  VERT ORDER  -  SECOND    CLASS 0
 ML0041
 ML0041.This mark is at Albion Municipal Airport (BVN)
 ML0041
 ML0041.The horizontal coordinates were scaled from a topographic map and have
 ML0041.an estimated accuracy of +/- 6 seconds.
 ML0041
 ML0041.The orthometric height was determined by differential leveling
 ML0041.and adjusted by the National Geodetic Survey in June 1991..
 ML0041
 ML0041.The geoid height was determined by GEOID03.
 ML0041
 ML0041.The dynamic height is computed by dividing the NAVD 88
 ML0041.geopotential number by the normal gravity value computed on the
 ML0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0041.degrees latitude (g = 980.6199 gals.).
 ML0041
 ML0041.The modeled gravity was interpolated from observed gravity values.
 ML0041
 ML0041;                    North         East    Units  Estimated Accuracy
 ML0041;SPC NE       -   211,240.      661,160.      MT  (+/- 180 meters Scaled)
 ML0041
 ML0041                          SUPERSEDED SURVEY CONTROL
 ML0041
 ML0041  NGVD 29 (??/??/92)  549.016  (m)         1801.23   (f) ADJ UNCH    2 0
 ML0041
 ML0041.Superseded values are not recommended for survey control.
 ML0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0041.See file dsdata.txt to determine how the superseded data were derived.
 ML0041
 ML0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM779190(NAD 83)
 ML0041_MARKER: DB = BENCH MARK DISK
 ML0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0041_STAMPING: Q 312 1950
 ML0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0041+STABILITY: SURFACE MOTION
 ML0041
 ML0041  HISTORY     - Date     Condition        Report By
 ML0041  HISTORY     - 1950     MONUMENTED       CGS
 ML0041
 ML0041                          STATION DESCRIPTION
 ML0041
 ML0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0041'4.2 MI NW FROM ALBION.
 ML0041'0.2 MILE WEST ALONG CHURCH STREET FROM THE POST OFFICE AT ALBION,
 ML0041'THENCE 0.3 MILE NORTH ALONG 6TH STREET, THENCE 3.7 MILES NORTHWEST
 ML0041'ALONG A GRAVELED ROAD, AT THE PACKARD AIRPORT, 23 FEET SOUTH OF
 ML0041'THE SOUTHWEST CORNER OF THE MOST WESTERLY HANGAR, 4 FEET SOUTH OF
 ML0041'THE SOUTHWEST CORNER OF THE OFFICE, 28.2 FEET WEST OF THE SOUTHEAST
 ML0041'CORNER OF THE OFFICE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 ML0041'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0097 ***********************************************************************
 ML0097  DESIGNATION -  Q 313
 ML0097  PID         -  ML0097
 ML0097  STATE/COUNTY-  NE/WHEELER
 ML0097  USGS QUAD   -  MUD CREEK (1985)
 ML0097
 ML0097                         *CURRENT SURVEY CONTROL
 ML0097  ___________________________________________________________________
 ML0097* NAD 83(1986)-  41 47 05.     (N)    098 20 01.     (W)     SCALED    
 ML0097* NAVD 88     -       641.322  (meters)    2104.07   (feet)  ADJUSTED  
 ML0097  ___________________________________________________________________
 ML0097  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 ML0097  DYNAMIC HT  -         641.026 (meters)    2103.10  (feet)  COMP
 ML0097  MODELED GRAV-     980,140.8   (mgal)                       NAVD 88
 ML0097
 ML0097  VERT ORDER  -  SECOND    CLASS 0
 ML0097
 ML0097.The horizontal coordinates were scaled from a topographic map and have
 ML0097.an estimated accuracy of +/- 6 seconds.
 ML0097
 ML0097.The orthometric height was determined by differential leveling
 ML0097.and adjusted by the National Geodetic Survey in June 1991..
 ML0097
 ML0097.The geoid height was determined by GEOID03.
 ML0097
 ML0097.The dynamic height is computed by dividing the NAVD 88
 ML0097.geopotential number by the normal gravity value computed on the
 ML0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0097.degrees latitude (g = 980.6199 gals.).
 ML0097
 ML0097.The modeled gravity was interpolated from observed gravity values.
 ML0097
 ML0097;                    North         East    Units  Estimated Accuracy
 ML0097;SPC NE       -   217,990.      638,470.      MT  (+/- 180 meters Scaled)
 ML0097
 ML0097                          SUPERSEDED SURVEY CONTROL
 ML0097
 ML0097  NGVD 29 (??/??/92)  641.082  (m)         2103.28   (f) ADJ UNCH    2 0
 ML0097
 ML0097.Superseded values are not recommended for survey control.
 ML0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0097.See file dsdata.txt to determine how the superseded data were derived.
 ML0097
 ML0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM553260(NAD 83)
 ML0097_MARKER: DB = BENCH MARK DISK
 ML0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0097_STAMPING: Q 313 1950
 ML0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0097+STABILITY: SURFACE MOTION
 ML0097
 ML0097  HISTORY     - Date     Condition        Report By
 ML0097  HISTORY     - 1950     MONUMENTED       CGS
 ML0097
 ML0097                          STATION DESCRIPTION
 ML0097
 ML0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0097'8.6 MI N FROM SPALDING.
 ML0097'6.6 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 ML0097'STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 2.0 MILES EAST
 ML0097'ALONG A SAND ROAD, 0.3 MILE EAST OF A FARMHOUSE WHICH IS ON THE
 ML0097'NORTH SIDE OF THE ROAD, ON THE SIDE OF A HILL WHICH SLOPES TO THE
 ML0097'EAST, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT
 ML0097'SOUTH OF A FENCE, 1.7 FEET WEST OF A WITNESS POST, SET IN THE
 ML0097'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0930 ***********************************************************************
 ML0930  DESIGNATION -  Q 314
 ML0930  PID         -  ML0930
 ML0930  STATE/COUNTY-  NE/BLAINE
 ML0930  USGS QUAD   -  BREWSTER SW (1974)
 ML0930
 ML0930                         *CURRENT SURVEY CONTROL
 ML0930  ___________________________________________________________________
 ML0930* NAD 83(1986)-  41 50 57.     (N)    099 53 57.     (W)     SCALED    
 ML0930* NAVD 88     -       778.578  (meters)    2554.38   (feet)  ADJUSTED  
 ML0930  ___________________________________________________________________
 ML0930  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 ML0930  DYNAMIC HT  -         778.194 (meters)    2553.12  (feet)  COMP
 ML0930  MODELED GRAV-     980,102.4   (mgal)                       NAVD 88
 ML0930
 ML0930  VERT ORDER  -  SECOND    CLASS 0
 ML0930
 ML0930.The horizontal coordinates were scaled from a topographic map and have
 ML0930.an estimated accuracy of +/- 6 seconds.
 ML0930
 ML0930.The orthometric height was determined by differential leveling
 ML0930.and adjusted by the National Geodetic Survey in June 1991..
 ML0930
 ML0930.The geoid height was determined by GEOID03.
 ML0930
 ML0930.The dynamic height is computed by dividing the NAVD 88
 ML0930.geopotential number by the normal gravity value computed on the
 ML0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0930.degrees latitude (g = 980.6199 gals.).
 ML0930
 ML0930.The modeled gravity was interpolated from observed gravity values.
 ML0930
 ML0930;                    North         East    Units  Estimated Accuracy
 ML0930;SPC NE       -   223,820.      508,370.      MT  (+/- 180 meters Scaled)
 ML0930
 ML0930                          SUPERSEDED SURVEY CONTROL
 ML0930
 ML0930  NGVD 29 (??/??/92)  778.296  (m)         2553.46   (f) ADJ UNCH    2 0
 ML0930
 ML0930.Superseded values are not recommended for survey control.
 ML0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0930.See file dsdata.txt to determine how the superseded data were derived.
 ML0930
 ML0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM253334(NAD 83)
 ML0930_MARKER: DB = BENCH MARK DISK
 ML0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0930_STAMPING: Q 314 1950
 ML0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0930+STABILITY: SURFACE MOTION
 ML0930
 ML0930  HISTORY     - Date     Condition        Report By
 ML0930  HISTORY     - 1950     MONUMENTED       CGS
 ML0930
 ML0930                          STATION DESCRIPTION
 ML0930
 ML0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0930'11.4 MI NE FROM DUNNING.
 ML0930'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 ML0930'STATE HIGHWAYS 7 AND 2 AT DUNNING, THENCE 8.9 MILES NORTHEAST ALONG
 ML0930'A WINDING SAND ROAD, ALONG A NORTH AND SOUTH FENCE, 68 FEET NORTH
 ML0930'OF THE CENTER LINE OF THE ROAD, AT A CATTLE GUARD, 1 FOOT WEST OF
 ML0930'A FENCE, 1.9 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0930'CONCRETE POST WHICH PROJETS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0864 ***********************************************************************
 LH0864  DESIGNATION -  Q 315
 LH0864  PID         -  LH0864
 LH0864  STATE/COUNTY-  NE/DAWSON
 LH0864  USGS QUAD   -  SUMNER (1962)
 LH0864
 LH0864                         *CURRENT SURVEY CONTROL
 LH0864  ___________________________________________________________________
 LH0864* NAD 83(1986)-  40 58 04.     (N)    099 35 44.     (W)     SCALED    
 LH0864* NAVD 88     -       737.847  (meters)    2420.75   (feet)  ADJUSTED  
 LH0864  ___________________________________________________________________
 LH0864  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 LH0864  DYNAMIC HT  -         737.427 (meters)    2419.38  (feet)  COMP
 LH0864  MODELED GRAV-     980,031.1   (mgal)                       NAVD 88
 LH0864
 LH0864  VERT ORDER  -  SECOND    CLASS 0
 LH0864
 LH0864.The horizontal coordinates were scaled from a topographic map and have
 LH0864.an estimated accuracy of +/- 6 seconds.
 LH0864
 LH0864.The orthometric height was determined by differential leveling
 LH0864.and adjusted by the National Geodetic Survey in June 1991..
 LH0864
 LH0864.The geoid height was determined by GEOID03.
 LH0864
 LH0864.The dynamic height is computed by dividing the NAVD 88
 LH0864.geopotential number by the normal gravity value computed on the
 LH0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0864.degrees latitude (g = 980.6199 gals.).
 LH0864
 LH0864.The modeled gravity was interpolated from observed gravity values.
 LH0864
 LH0864;                    North         East    Units  Estimated Accuracy
 LH0864;SPC NE       -   126,030.      534,030.      MT  (+/- 180 meters Scaled)
 LH0864
 LH0864                          SUPERSEDED SURVEY CONTROL
 LH0864
 LH0864  NGVD 29 (??/??/92)  737.572  (m)         2419.85   (f) ADJ UNCH    2 0
 LH0864
 LH0864.Superseded values are not recommended for survey control.
 LH0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0864.See file dsdata.txt to determine how the superseded data were derived.
 LH0864
 LH0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML498353(NAD 83)
 LH0864_MARKER: DB = BENCH MARK DISK
 LH0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0864_STAMPING: Q 315 1950
 LH0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0864+STABILITY: SURFACE MOTION
 LH0864
 LH0864  HISTORY     - Date     Condition        Report By
 LH0864  HISTORY     - 1950     MONUMENTED       CGS
 LH0864  HISTORY     - 1983     GOOD
 LH0864
 LH0864                          STATION DESCRIPTION
 LH0864
 LH0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0864'5.2 MI NW FROM SUMNER.
 LH0864'5.2 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 LH0864'RAILROAD STATION AT SUMNER, 218 FEET NORTHEAST OF THE CENTER
 LH0864'LINE OF THE HIGHWAY, 18 FEET EAST OF THE CENTER LINE OF A DIRT
 LH0864'ROAD LEADING NORTH TO A FARMHOUSE, 12.5 FEET WEST OF THE NORTHWEST
 LH0864'CORNER OF A SMALL WHITE PUMP BUILDING, 8 FEET SOUTHWEST OF A
 LH0864'POWER POLE, 1.6 FEET EAST OF A FENCE, 1.8 FEET NORTH OF A WITNESS
 LH0864'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 LH0864'ABOVE THE GROUND.
 LH0864
 LH0864                          STATION RECOVERY (1983)
 LH0864
 LH0864'RECOVERED 1983
 LH0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0835 ***********************************************************************
 ML0835  DESIGNATION -  Q 316
 ML0835  PID         -  ML0835
 ML0835  STATE/COUNTY-  NE/CUSTER
 ML0835  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0835
 ML0835                         *CURRENT SURVEY CONTROL
 ML0835  ___________________________________________________________________
 ML0835* NAD 83(1986)-  41 05 09.     (N)    099 42 03.     (W)     SCALED    
 ML0835* NAVD 88     -       765.743  (meters)    2512.28   (feet)  ADJUSTED  
 ML0835  ___________________________________________________________________
 ML0835  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 ML0835  DYNAMIC HT  -         765.304 (meters)    2510.83  (feet)  COMP
 ML0835  MODELED GRAV-     980,025.6   (mgal)                       NAVD 88
 ML0835
 ML0835  VERT ORDER  -  SECOND    CLASS 0
 ML0835
 ML0835.The horizontal coordinates were scaled from a topographic map and have
 ML0835.an estimated accuracy of +/- 6 seconds.
 ML0835
 ML0835.The orthometric height was determined by differential leveling
 ML0835.and adjusted by the National Geodetic Survey in June 1991..
 ML0835
 ML0835.The geoid height was determined by GEOID03.
 ML0835
 ML0835.The dynamic height is computed by dividing the NAVD 88
 ML0835.geopotential number by the normal gravity value computed on the
 ML0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0835.degrees latitude (g = 980.6199 gals.).
 ML0835
 ML0835.The modeled gravity was interpolated from observed gravity values.
 ML0835
 ML0835;                    North         East    Units  Estimated Accuracy
 ML0835;SPC NE       -   139,100.      525,130.      MT  (+/- 180 meters Scaled)
 ML0835
 ML0835                          SUPERSEDED SURVEY CONTROL
 ML0835
 ML0835  NGVD 29 (??/??/92)  765.457  (m)         2511.34   (f) ADJ UNCH    2 0
 ML0835
 ML0835.Superseded values are not recommended for survey control.
 ML0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0835.See file dsdata.txt to determine how the superseded data were derived.
 ML0835
 ML0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML411485(NAD 83)
 ML0835_MARKER: DB = BENCH MARK DISK
 ML0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0835_STAMPING: Q 316 1950
 ML0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0835+STABILITY: SURFACE MOTION
 ML0835
 ML0835  HISTORY     - Date     Condition        Report By
 ML0835  HISTORY     - 1950     MONUMENTED       CGS
 ML0835  HISTORY     - 1983     GOOD             LOCSUR
 ML0835
 ML0835                          STATION DESCRIPTION
 ML0835
 ML0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0835'5 MI SE FROM OCONTO.
 ML0835'5.0 MILES SOUTHEAST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM
 ML0835'THE UNION PACIFIC RAILWAY STATION AT OCONTO, 0.3 MILE SOUTHEAST
 ML0835'OF A ROAD JUNCTION, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 ML0835'OF THE TRACKS, 38 FEET NORTHEAST OF THE CENTER LINE OF NEBRASKA
 ML0835'STATE HIGHWAY NO. 40, 5.9 FEET SOUTHWEST OF A TELEPHONE POLE,
 ML0835'5.6 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE, 1.6 FEET SOUTHWEST
 ML0835'OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5 FOOT CONCRETE
 ML0835'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 ML0835
 ML0835                          STATION RECOVERY (1983)
 ML0835
 ML0835'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ML0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0801 ***********************************************************************
 ML0801  DESIGNATION -  Q 317
 ML0801  PID         -  ML0801
 ML0801  STATE/COUNTY-  NE/CUSTER
 ML0801  USGS QUAD   -  CALLAWAY (1978)
 ML0801
 ML0801                         *CURRENT SURVEY CONTROL
 ML0801  ___________________________________________________________________
 ML0801* NAD 83(1986)-  41 20 43.     (N)    099 58 46.     (W)     SCALED    
 ML0801* NAVD 88     -       793.688  (meters)    2603.96   (feet)  ADJUSTED  
 ML0801  ___________________________________________________________________
 ML0801  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 ML0801  DYNAMIC HT  -         793.256 (meters)    2602.54  (feet)  COMP
 ML0801  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 ML0801
 ML0801  VERT ORDER  -  SECOND    CLASS 0
 ML0801
 ML0801.The horizontal coordinates were scaled from a topographic map and have
 ML0801.an estimated accuracy of +/- 6 seconds.
 ML0801
 ML0801.The orthometric height was determined by differential leveling
 ML0801.and adjusted by the National Geodetic Survey in June 1991..
 ML0801
 ML0801.The geoid height was determined by GEOID03.
 ML0801
 ML0801.The dynamic height is computed by dividing the NAVD 88
 ML0801.geopotential number by the normal gravity value computed on the
 ML0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0801.degrees latitude (g = 980.6199 gals.).
 ML0801
 ML0801.The modeled gravity was interpolated from observed gravity values.
 ML0801
 ML0801;                    North         East    Units  Estimated Accuracy
 ML0801;SPC NE       -   167,860.      501,720.      MT  (+/- 180 meters Scaled)
 ML0801
 ML0801                          SUPERSEDED SURVEY CONTROL
 ML0801
 ML0801  NGVD 29 (??/??/92)  793.437  (m)         2603.13   (f) ADJ UNCH    2 0
 ML0801
 ML0801.Superseded values are not recommended for survey control.
 ML0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0801.See file dsdata.txt to determine how the superseded data were derived.
 ML0801
 ML0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML180775(NAD 83)
 ML0801_MARKER: DB = BENCH MARK DISK
 ML0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0801_STAMPING: Q 317 1950
 ML0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0801+STABILITY: SURFACE MOTION
 ML0801
 ML0801  HISTORY     - Date     Condition        Report By
 ML0801  HISTORY     - 1950     MONUMENTED       CGS
 ML0801
 ML0801                          STATION DESCRIPTION
 ML0801
 ML0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0801'6.2 MI NW FROM CALLAWAY.
 ML0801'0.3 MILE NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0801'UNION PACIFIC RAILWAY STATION AT CALLAWAY, THENCE 1.6 MILES NORTH
 ML0801'ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A GRAVELED
 ML0801'ROAD, THENCE 1.75 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.85
 ML0801'MILES NORTH ALONG A GRAVELED ROAD, AT THE TRIUMPH SCHOOLHOUSE
 ML0801'DIST. NO. 42, 160 FEET WEST OF THE CENTER LINE OF THE GRAVELED
 ML0801'ROAD, 115 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 ML0801'SCHOOLHOUSE, 27.5 FEET NORTH OF THE SOUTH SCHOOL YARD FENCE,
 ML0801'5.4 FEET NORTH OF A BRACED POWERLINE AND TRANSFORMER POLE, 1.7
 ML0801'FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5 FOOT
 ML0801'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0899 ***********************************************************************
 ML0899  DESIGNATION -  Q 318
 ML0899  PID         -  ML0899
 ML0899  STATE/COUNTY-  NE/CUSTER
 ML0899  USGS QUAD   -  WALWORTH (1978)
 ML0899
 ML0899                         *CURRENT SURVEY CONTROL
 ML0899  ___________________________________________________________________
 ML0899* NAD 83(1986)-  41 38 25.     (N)    099 36 59.     (W)     SCALED    
 ML0899* NAVD 88     -       738.716  (meters)    2423.60   (feet)  ADJUSTED  
 ML0899  ___________________________________________________________________
 ML0899  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 ML0899  DYNAMIC HT  -         738.335 (meters)    2422.35  (feet)  COMP
 ML0899  MODELED GRAV-     980,083.7   (mgal)                       NAVD 88
 ML0899
 ML0899  VERT ORDER  -  SECOND    CLASS 0
 ML0899
 ML0899.The horizontal coordinates were scaled from a topographic map and have
 ML0899.an estimated accuracy of +/- 6 seconds.
 ML0899
 ML0899.The orthometric height was determined by differential leveling
 ML0899.and adjusted by the National Geodetic Survey in June 1991..
 ML0899
 ML0899.The geoid height was determined by GEOID03.
 ML0899
 ML0899.The dynamic height is computed by dividing the NAVD 88
 ML0899.geopotential number by the normal gravity value computed on the
 ML0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0899.degrees latitude (g = 980.6199 gals.).
 ML0899
 ML0899.The modeled gravity was interpolated from observed gravity values.
 ML0899
 ML0899;                    North         East    Units  Estimated Accuracy
 ML0899;SPC NE       -   200,690.      531,950.      MT  (+/- 180 meters Scaled)
 ML0899
 ML0899                          SUPERSEDED SURVEY CONTROL
 ML0899
 ML0899  NGVD 29 (??/??/92)  738.438  (m)         2422.69   (f) ADJ UNCH    2 0
 ML0899
 ML0899.Superseded values are not recommended for survey control.
 ML0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0899.See file dsdata.txt to determine how the superseded data were derived.
 ML0899
 ML0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM486100(NAD 83)
 ML0899_MARKER: DB = BENCH MARK DISK
 ML0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0899_STAMPING: Q 318 1950
 ML0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0899+STABILITY: SURFACE MOTION
 ML0899
 ML0899  HISTORY     - Date     Condition        Report By
 ML0899  HISTORY     - 1950     MONUMENTED       CGS
 ML0899  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 ML0899
 ML0899                          STATION DESCRIPTION
 ML0899
 ML0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0899'1 MI E FROM GATES.
 ML0899'1.0 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0899'GATES, AT A ROAD INTERSECTION, 35 FEET NORTH OF THE CENTER LINE OF
 ML0899'THE EAST AND WEST ROAD, 29 FEET WEST OF THE CENTER LINE OF A
 ML0899'NORTH AND SOUTH DIRT ROAD, 7 FEET NORTHEAST OF A POWER POLE, 2 FEET
 ML0899'NORTH OF A FENCE, 1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP
 ML0899'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 ML0899
 ML0899                          STATION RECOVERY (1984)
 ML0899
 ML0899'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 ML0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0956 ***********************************************************************
 ML0956  DESIGNATION -  Q 319
 ML0956  PID         -  ML0956
 ML0956  STATE/COUNTY-  NE/CUSTER
 ML0956  USGS QUAD   -  ALMERIA SW (1952)
 ML0956
 ML0956                         *CURRENT SURVEY CONTROL
 ML0956  ___________________________________________________________________
 ML0956* NAD 83(1986)-  41 48 35.     (N)    099 42 40.     (W)     SCALED    
 ML0956* NAVD 88     -       779.953  (meters)    2558.90   (feet)  ADJUSTED  
 ML0956  ___________________________________________________________________
 ML0956  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 ML0956  DYNAMIC HT  -         779.566 (meters)    2557.63  (feet)  COMP
 ML0956  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 ML0956
 ML0956  VERT ORDER  -  SECOND    CLASS 0
 ML0956
 ML0956.The horizontal coordinates were scaled from a topographic map and have
 ML0956.an estimated accuracy of +/- 6 seconds.
 ML0956
 ML0956.The orthometric height was determined by differential leveling
 ML0956.and adjusted by the National Geodetic Survey in June 1991..
 ML0956
 ML0956.The geoid height was determined by GEOID03.
 ML0956
 ML0956.The dynamic height is computed by dividing the NAVD 88
 ML0956.geopotential number by the normal gravity value computed on the
 ML0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0956.degrees latitude (g = 980.6199 gals.).
 ML0956
 ML0956.The modeled gravity was interpolated from observed gravity values.
 ML0956
 ML0956;                    North         East    Units  Estimated Accuracy
 ML0956;SPC NE       -   219,470.      524,000.      MT  (+/- 180 meters Scaled)
 ML0956
 ML0956                          SUPERSEDED SURVEY CONTROL
 ML0956
 ML0956  NGVD 29 (??/??/92)  779.673  (m)         2557.98   (f) ADJ UNCH    2 0
 ML0956
 ML0956.Superseded values are not recommended for survey control.
 ML0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0956.See file dsdata.txt to determine how the superseded data were derived.
 ML0956
 ML0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM409288(NAD 83)
 ML0956_MARKER: DB = BENCH MARK DISK
 ML0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0956_STAMPING: Q 319 1950
 ML0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0956+STABILITY: SURFACE MOTION
 ML0956
 ML0956  HISTORY     - Date     Condition        Report By
 ML0956  HISTORY     - 1950     MONUMENTED       CGS
 ML0956
 ML0956                          STATION DESCRIPTION
 ML0956
 ML0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0956'11.6 MI NW FROM ALMERIA.
 ML0956'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0956'ALMERIA, THENCE 4.75 MILES WEST ALONG A GRADED SAND ROAD, THENCE
 ML0956'3.35 MILES WEST ALONG A SAND ROAD, THENCE 1.05 MILES SOUTH ALONG
 ML0956'A WINDING SAND ROAD, ON TOP OF A SMALL GRASSY KNOLL, 0.25 MILE
 ML0956'EAST OF A NORTH AND SOUTH FENCE, 0.2 MILE SOUTH OF AN EAST AND
 ML0956'WEST FENCE, 49 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.3
 ML0956'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0956'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0912 ***********************************************************************
 LH0912  DESIGNATION -  Q 320
 LH0912  PID         -  LH0912
 LH0912  STATE/COUNTY-  NE/DAWSON
 LH0912  USGS QUAD   -  COZAD (1971)
 LH0912
 LH0912                         *CURRENT SURVEY CONTROL
 LH0912  ___________________________________________________________________
 LH0912* NAD 83(1995)-  40 51 50.92733(N)    100 00 00.07244(W)     ADJUSTED  
 LH0912* NAVD 88     -       760.813  (meters)    2496.10   (feet)  ADJUSTED  
 LH0912  ___________________________________________________________________
 LH0912  X           -    -838,901.763 (meters)                     COMP
 LH0912  Y           -  -4,757,638.544 (meters)                     COMP
 LH0912  Z           -   4,151,507.736 (meters)                     COMP
 LH0912  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 LH0912  ELLIP HEIGHT-         737.43  (meters)          (01/02/02) GPS OBS
 LH0912  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 LH0912  DYNAMIC HT  -         760.367 (meters)    2494.64  (feet)  COMP
 LH0912  MODELED GRAV-     980,013.4   (mgal)                       NAVD 88
 LH0912
 LH0912  HORZ ORDER  -  THIRD
 LH0912  VERT ORDER  -  FIRST     CLASS II
 LH0912  ELLP ORDER  -  FOURTH    CLASS I
 LH0912
 LH0912.This mark is at Cozad Municipal Airport (CZD)
 LH0912
 LH0912.The horizontal coordinates were established by GPS observations
 LH0912.and adjusted by the National Geodetic Survey in September 1998..
 LH0912
 LH0912.The orthometric height was determined by differential leveling
 LH0912.and adjusted by the National Geodetic Survey in June 1991..
 LH0912.WARNING-Repeat measurements at this control monument indicate possible
 LH0912.vertical movement.
 LH0912
 LH0912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0912
 LH0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0912
 LH0912.The ellipsoidal height was determined by GPS observations
 LH0912.and is referenced to NAD 83.
 LH0912
 LH0912.The geoid height was determined by GEOID03.
 LH0912
 LH0912.The dynamic height is computed by dividing the NAVD 88
 LH0912.geopotential number by the normal gravity value computed on the
 LH0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0912.degrees latitude (g = 980.6199 gals.).
 LH0912
 LH0912.The modeled gravity was interpolated from observed gravity values.
 LH0912
 LH0912;                    North         East     Units Scale Factor Converg.
 LH0912;SPC NE       -   114,448.426   499,998.304   MT  0.99972086   -0 00 00.0
 LH0912;UTM  14      - 4,524,157.428   415,723.702   MT  0.99968742   -0 39 15.5
 LH0912
 LH0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0912!SPC NE       -   0.99988434  x   0.99972086  =   0.99960523
 LH0912!UTM  14      -   0.99988434  x   0.99968742  =   0.99957179
 LH0912
 LH0912                          SUPERSEDED SURVEY CONTROL
 LH0912
 LH0912  ELLIP H (09/17/98)  737.48   (m)                       GP(       ) 4 1
 LH0912  NAVD 88 (09/17/98)  760.81   (m)         2496.1    (f) LEVELING    3  
 LH0912  NGVD 29 (02/14/92)  760.510  (m)         2495.11   (f) ADJUSTED    1 2
 LH0912
 LH0912.Superseded values are not recommended for survey control.
 LH0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0912.See file dsdata.txt to determine how the superseded data were derived.
 LH0912
 LH0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML1572424157(NAD 83)
 LH0912_MARKER: DB = BENCH MARK DISK
 LH0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0912_SP_SET: CONCRETE POST
 LH0912_STAMPING: Q 320 1950
 LH0912_MARK LOGO: CGS   
 LH0912_PROJECTION: FLUSH
 LH0912_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0912+STABILITY: SURFACE MOTION
 LH0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0912+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1997
 LH0912
 LH0912  HISTORY     - Date     Condition        Report By
 LH0912  HISTORY     - 1950     MONUMENTED       CGS
 LH0912  HISTORY     - 1986     GOOD             NGS
 LH0912  HISTORY     - 19970804 GOOD             NGS
 LH0912
 LH0912                          STATION DESCRIPTION
 LH0912
 LH0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0912'0.9 MI NW FROM COZAD.
 LH0912'0.9 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0912'RAILROAD STATION AT COZAD, AT THE COZAD AIRPORT, 2.4 FEET
 LH0912'NORTH OF THE NORTH CORNER OF THE HANGAR, SET IN THE TOP OF A
 LH0912'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LH0912
 LH0912                          STATION RECOVERY (1986)
 LH0912
 LH0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0912'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.5 KM (0.9
 LH0912'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 LH0912'STATION AT COZAD, THENCE 0.16 KM (1.0 MI) NORTHEAST ALONG THE COZAD
 LH0912'AIRPORT ROAD, 21.5 METERS (70.5 FT) SOUTHEAST OF THE EXTENDED CENTER
 LH0912'OF THE ROAD, 4.7 METERS (15.5 FT) SOUTHWEST OF A GAS PUMP, 0.7 METER
 LH0912'(2.5 FT) SOUTH OF A STREET LAMP AND 0.4 METER (1 FT) NORTHWEST OF THE
 LH0912'NORTH CORNER OF A HANGER WITH 3-DOORS ON ITS NORTHEAST SIDE.
 LH0912'THE MARK IS ABOVE LEVEL WITH HANGER APPRON.
 LH0912
 LH0912                          STATION RECOVERY (1997)
 LH0912
 LH0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LH0912'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF WILLOW
 LH0912'ISLAND, 1.0 MI (1.6 KM) NORTHWEST OF COZAD AT THE COZAD MUNICIPAL
 LH0912'AIRPORT AND ADJACENT TO THE FUEL PUMP AND FUEL BARREL.
 LH0912'OWNERSHIP--COZAD AIRPORT AUTHORITY, PO BOX 309, COZAD, NE 69130.
 LH0912'AIRPORT MANAGER IS ROD DONNER, PHONE (308) 784-4368.  TO REACH THE
 LH0912'STATION FROM THE JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 21 SOUTH
 LH0912'IN COZAD (NOTE HIGHWAY 21 PASSES OVER HIGHWAY 30) , GO WEST NORTHWEST
 LH0912'ON US HIGHWAY 30 FOR 1.0 MI (1.6 KM) TO A ROAD RIGHT, TURN RIGHT AND
 LH0912'GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE AT
 LH0912'THE APRON.  CONTINUE AHEAD THROUGH THE GATE AND ON THE APRON FOR ABOUT
 LH0912'15 M (49.2 FT) TO THE STATION ON THE RIGHT, NEXT TO A FUEL BARREL.
 LH0912'THE STATION IS 12.7 M (41.7 FT) SOUTHWEST OF THE C/O THE ENTRANCE
 LH0912'ROAD, 8.8 M (28.9 FT) NORTH-NORTHEAST OF A FLAG POLE, 1.2 M (3.9 FT)
 LH0912'WEST OF A GAS PUMP, 0.9 M (3.0 FT) NORTH-NORTHWEST OF THE NORTH CORNER
 LH0912'OF A FUEL BARREL, 0.7 M (2.3 FT) SOUTH OF A FIRE EXTINGUISHER SUPPORT
 LH0912'POLE AND 0.1 M (0.3 FT) SOUTHEAST OF THE EDGE OF THE CEMENT PAD.
 LH0912'NOTE--A CEMENT PAD NOW SURROUNDS THE ROUND CONCRETE MONUMENT AND DISK.
 LH0912'THE DISK IS RECESSED ABOUT 1 CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0783 ***********************************************************************
 LH0783  DESIGNATION -  Q 321
 LH0783  PID         -  LH0783
 LH0783  STATE/COUNTY-  NE/DAWSON
 LH0783  USGS QUAD   -  COZAD (1971)
 LH0783
 LH0783                         *CURRENT SURVEY CONTROL
 LH0783  ___________________________________________________________________
 LH0783* NAD 83(1986)-  40 50 15.     (N)    099 56 05.     (W)     SCALED    
 LH0783* NAVD 88     -       752.974  (meters)    2470.38   (feet)  ADJUSTED  
 LH0783  ___________________________________________________________________
 LH0783  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 LH0783  DYNAMIC HT  -         752.532 (meters)    2468.93  (feet)  COMP
 LH0783  MODELED GRAV-     980,011.4   (mgal)                       NAVD 88
 LH0783
 LH0783  VERT ORDER  -  FIRST     CLASS II
 LH0783
 LH0783.The horizontal coordinates were scaled from a topographic map and have
 LH0783.an estimated accuracy of +/- 6 seconds.
 LH0783
 LH0783.The orthometric height was determined by differential leveling
 LH0783.and adjusted by the National Geodetic Survey in June 1991..
 LH0783.WARNING-Repeat measurements at this control monument indicate possible
 LH0783.vertical movement.
 LH0783
 LH0783.The geoid height was determined by GEOID03.
 LH0783
 LH0783.The dynamic height is computed by dividing the NAVD 88
 LH0783.geopotential number by the normal gravity value computed on the
 LH0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0783.degrees latitude (g = 980.6199 gals.).
 LH0783
 LH0783.The modeled gravity was interpolated from observed gravity values.
 LH0783
 LH0783;                    North         East    Units  Estimated Accuracy
 LH0783;SPC NE       -   111,490.      505,500.      MT  (+/- 180 meters Scaled)
 LH0783
 LH0783                          SUPERSEDED SURVEY CONTROL
 LH0783
 LH0783  NGVD 29 (02/14/92)  752.678  (m)         2469.41   (f) ADJUSTED    1 2
 LH0783
 LH0783.Superseded values are not recommended for survey control.
 LH0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0783.See file dsdata.txt to determine how the superseded data were derived.
 LH0783
 LH0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML211211(NAD 83)
 LH0783_MARKER: DB = BENCH MARK DISK
 LH0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0783_SP_SET: CONCRETE POST
 LH0783_STAMPING: Q 321 1950
 LH0783_MARK LOGO: CGS   
 LH0783_PROJECTION: RECESSED 10 CENTIMETERS
 LH0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0783+STABILITY: SURFACE MOTION
 LH0783
 LH0783  HISTORY     - Date     Condition        Report By
 LH0783  HISTORY     - 1950     MONUMENTED       CGS
 LH0783  HISTORY     - 1986     GOOD             NGS
 LH0783
 LH0783                          STATION DESCRIPTION
 LH0783
 LH0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0783'2.8 MI SE FROM COZAD.
 LH0783'2.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0783'STATION AT COZAD, 0.15 MILE SOUTHEAST OF A ROAD CROSSING, 102
 LH0783'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF
 LH0783'TRACKS, 42 FEET WEST OF A TELEGRAPH POLE, 1.3 FEET NORTHEAST
 LH0783'OF THE RIGHT OF WAY FENCE, 1.4 FEET NORTHWEST OF A WITNESS POST,
 LH0783'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 LH0783'THE GROUND.
 LH0783
 LH0783                          STATION RECOVERY (1986)
 LH0783
 LH0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0783'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.65 KM (2.9
 LH0783'MI) SOUTHEAST ALONG US HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 LH0783'STATION AT COZAD, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST 227, 0.3 KM
 LH0783'(0.2 MI) SOUTHEAST OF THE JUNCTION OF A NORTH-SOUTH ROAD, 76.8 METERS
 LH0783'(252 FT) SOUTHWEST ACROSS THE UNION PACIFIC RAILROAD FROM THE HIGHWAY
 LH0783'CENTERLINE, 31.1 METERS (102 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF
 LH0783'THE SOUTHWEST TRACKS, 12.8 METERS (42 FT) WEST OF THE 8TH TELEPHONE
 LH0783'POLE SOUTHEAST OF THE ROAD, 3.3 METERS (11 FT) NORTHWEST OF THE
 LH0783'NORTHWEST END OF A CONCRETE RIGHT OF WAY BRACE AND 0.4 METER (1.5 FT)
 LH0783'NORTHEAST OF THE RIGHT OF WAY FENCE.
 LH0783'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LH0783'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0313 ***********************************************************************
 ML0313  DESIGNATION -  Q 322
 ML0313  PID         -  ML0313
 ML0313  STATE/COUNTY-  NE/SHERMAN
 ML0313  USGS QUAD   -  ASHTON (1954)
 ML0313
 ML0313                         *CURRENT SURVEY CONTROL
 ML0313  ___________________________________________________________________
 ML0313* NAD 83(1986)-  41 14 01.     (N)    098 48 15.     (W)     SCALED    
 ML0313* NAVD 88     -       643.386  (meters)    2110.84   (feet)  ADJUSTED  
 ML0313  ___________________________________________________________________
 ML0313  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ML0313  DYNAMIC HT  -         643.056 (meters)    2109.76  (feet)  COMP
 ML0313  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 ML0313
 ML0313  VERT ORDER  -  FIRST     CLASS II
 ML0313
 ML0313.The horizontal coordinates were scaled from a topographic map and have
 ML0313.an estimated accuracy of +/- 6 seconds.
 ML0313
 ML0313.The orthometric height was determined by differential leveling
 ML0313.and adjusted by the National Geodetic Survey in June 1991..
 ML0313
 ML0313.The geoid height was determined by GEOID03.
 ML0313
 ML0313.The dynamic height is computed by dividing the NAVD 88
 ML0313.geopotential number by the normal gravity value computed on the
 ML0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0313.degrees latitude (g = 980.6199 gals.).
 ML0313
 ML0313.The modeled gravity was interpolated from observed gravity values.
 ML0313
 ML0313;                    North         East    Units  Estimated Accuracy
 ML0313;SPC NE       -   156,160.      600,220.      MT  (+/- 180 meters Scaled)
 ML0313
 ML0313                          SUPERSEDED SURVEY CONTROL
 ML0313
 ML0313  NGVD 29 (??/??/92)  643.141  (m)         2110.04   (f) ADJ UNCH    1 2
 ML0313
 ML0313.Superseded values are not recommended for survey control.
 ML0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0313.See file dsdata.txt to determine how the superseded data were derived.
 ML0313
 ML0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL164647(NAD 83)
 ML0313_MARKER: DB = BENCH MARK DISK
 ML0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0313_STAMPING: Q 322 1950
 ML0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0313+STABILITY: SURFACE MOTION
 ML0313
 ML0313  HISTORY     - Date     Condition        Report By
 ML0313  HISTORY     - 1950     MONUMENTED       CGS
 ML0313
 ML0313                          STATION DESCRIPTION
 ML0313
 ML0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0313'1.8 MI S FROM ASHTON.
 ML0313'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ASHTON,
 ML0313'THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, THENCE 1.15 MILES
 ML0313'SOUTH ALONG A GRADED DIRT ROAD, 0.15 MILE SOUTH OF AN INTERSECTION
 ML0313'WITH AN EAST-WEST ROAD, AT THE TOP OF A STEEP HILL, 71.0 FEET
 ML0313'NORTH OF A TELEPHONE POLE, 32 FEET WEST OF THE CENTER LINE OF THE
 ML0313'ROAD, 1.3 FEET EAST OF A RIGHT-OF-WAY FENCE, 1.6 FEET NORTH OF A
 ML0313'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ML0313'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0292 ***********************************************************************
 ML0292  DESIGNATION -  Q 323
 ML0292  PID         -  ML0292
 ML0292  STATE/COUNTY-  NE/SHERMAN
 ML0292  USGS QUAD   -  LOUP CITY (1978)
 ML0292
 ML0292                         *CURRENT SURVEY CONTROL
 ML0292  ___________________________________________________________________
 ML0292* NAD 83(1986)-  41 18 01.     (N)    098 59 03.     (W)     SCALED    
 ML0292* NAVD 88     -       643.035  (meters)    2109.69   (feet)  ADJUSTED  
 ML0292  ___________________________________________________________________
 ML0292  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ML0292  DYNAMIC HT  -         642.704 (meters)    2108.60  (feet)  COMP
 ML0292  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 ML0292
 ML0292  VERT ORDER  -  FIRST     CLASS II
 ML0292
 ML0292.The horizontal coordinates were scaled from a topographic map and have
 ML0292.an estimated accuracy of +/- 6 seconds.
 ML0292
 ML0292.The orthometric height was determined by differential leveling
 ML0292.and adjusted by the National Geodetic Survey in June 1991..
 ML0292
 ML0292.The geoid height was determined by GEOID03.
 ML0292
 ML0292.The dynamic height is computed by dividing the NAVD 88
 ML0292.geopotential number by the normal gravity value computed on the
 ML0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0292.degrees latitude (g = 980.6199 gals.).
 ML0292
 ML0292.The modeled gravity was interpolated from observed gravity values.
 ML0292
 ML0292;                    North         East    Units  Estimated Accuracy
 ML0292;SPC NE       -   163,370.      585,050.      MT  (+/- 180 meters Scaled)
 ML0292
 ML0292                          SUPERSEDED SURVEY CONTROL
 ML0292
 ML0292  NGVD 29 (??/??/92)  642.788  (m)         2108.88   (f) ADJ UNCH    1 2
 ML0292
 ML0292.Superseded values are not recommended for survey control.
 ML0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0292.See file dsdata.txt to determine how the superseded data were derived.
 ML0292
 ML0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL013720(NAD 83)
 ML0292_MARKER: DB = BENCH MARK DISK
 ML0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0292_STAMPING: Q 323 1950
 ML0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0292+STABILITY: SURFACE MOTION
 ML0292
 ML0292  HISTORY     - Date     Condition        Report By
 ML0292  HISTORY     - 1950     MONUMENTED       CGS
 ML0292
 ML0292                          STATION DESCRIPTION
 ML0292
 ML0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0292'2.1 MI NW FROM LOUP CITY.
 ML0292'0.1 MILE WEST ALONG NEBRASKA AVENUE FROM THE COURTHOUSE AT
 ML0292'LOUP CITY, THENCE 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 58,
 ML0292'AT THE I.O.O.F. CEMETERY, 57 FEET NORTHWEST OF THE CENTER LINE
 ML0292'OF THE CEMETERY ENTRANCE, 32 FEET SOUTHWEST OF THE CENTER LINE
 ML0292'OF THE HIGHWAY, 13 FEET NORTHEAST OF A FENCE, 1.5 FEET NORTHWEST
 ML0292'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0292'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0859 ***********************************************************************
 ML0859  DESIGNATION -  Q 324
 ML0859  PID         -  ML0859
 ML0859  STATE/COUNTY-  NE/CUSTER
 ML0859  USGS QUAD   -  ANSELMO (1978)
 ML0859
 ML0859                         *CURRENT SURVEY CONTROL
 ML0859  ___________________________________________________________________
 ML0859* NAD 83(1986)-  41 36 32.     (N)    099 51 07.     (W)     SCALED    
 ML0859* NAVD 88     -       794.478  (meters)    2606.55   (feet)  ADJUSTED  
 ML0859  ___________________________________________________________________
 ML0859  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 ML0859  DYNAMIC HT  -         794.069 (meters)    2605.21  (feet)  COMP
 ML0859  MODELED GRAV-     980,080.7   (mgal)                       NAVD 88
 ML0859
 ML0859  VERT ORDER  -  SECOND    CLASS 0
 ML0859
 ML0859.The horizontal coordinates were scaled from a topographic map and have
 ML0859.an estimated accuracy of +/- 6 seconds.
 ML0859
 ML0859.The orthometric height was determined by differential leveling
 ML0859.and adjusted by the National Geodetic Survey in June 1991..
 ML0859
 ML0859.The geoid height was determined by GEOID03.
 ML0859
 ML0859.The dynamic height is computed by dividing the NAVD 88
 ML0859.geopotential number by the normal gravity value computed on the
 ML0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0859.degrees latitude (g = 980.6199 gals.).
 ML0859
 ML0859.The modeled gravity was interpolated from observed gravity values.
 ML0859
 ML0859;                    North         East    Units  Estimated Accuracy
 ML0859;SPC NE       -   197,140.      512,340.      MT  (+/- 180 meters Scaled)
 ML0859
 ML0859                          SUPERSEDED SURVEY CONTROL
 ML0859
 ML0859  NGVD 29 (??/??/92)  794.197  (m)         2605.63   (f) ADJ UNCH    2 0
 ML0859
 ML0859.Superseded values are not recommended for survey control.
 ML0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0859.See file dsdata.txt to determine how the superseded data were derived.
 ML0859
 ML0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM290067(NAD 83)
 ML0859_MARKER: DB = BENCH MARK DISK
 ML0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0859_SP_SET: CULVERT
 ML0859_STAMPING: Q 324 1950
 ML0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0859
 ML0859  HISTORY     - Date     Condition        Report By
 ML0859  HISTORY     - 1950     MONUMENTED       CGS
 ML0859
 ML0859                          STATION DESCRIPTION
 ML0859
 ML0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0859'0.9 MI SE FROM ANSELMO.
 ML0859'0.9 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0859'RAILROAD FROM THE STATION AT ANSELMO, 64.7 FEET SOUTHWEST OF THE
 ML0859'SOUTHWEST RAIL OF THE MAIN TRACK, 16.2 FEET NORTHEAST OF THE
 ML0859'CENTER LINE OF STATE HIGHWAY 2, SET IN THE TOP OF THE CENTER
 ML0859'OF THE NORTHEAST CONCRETE HEADWALL OF A PIPE CULVERT UNDER THE
 ML0859'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1528 ***********************************************************************
 MK1528  DESIGNATION -  Q 325
 MK1528  PID         -  MK1528
 MK1528  STATE/COUNTY-  NE/POLK
 MK1528  USGS QUAD   -  DURANT (1965)
 MK1528
 MK1528                         *CURRENT SURVEY CONTROL
 MK1528  ___________________________________________________________________
 MK1528* NAD 83(1986)-  41 05 13.     (N)    097 41 40.     (W)     SCALED    
 MK1528* NAVD 88     -       519.684  (meters)    1705.00   (feet)  ADJUSTED  
 MK1528  ___________________________________________________________________
 MK1528  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 MK1528  DYNAMIC HT  -         519.423 (meters)    1704.14  (feet)  COMP
 MK1528  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 MK1528
 MK1528  VERT ORDER  -  SECOND    CLASS 0
 MK1528
 MK1528.The horizontal coordinates were scaled from a topographic map and have
 MK1528.an estimated accuracy of +/- 6 seconds.
 MK1528
 MK1528.The orthometric height was determined by differential leveling
 MK1528.and adjusted by the National Geodetic Survey in June 1991..
 MK1528
 MK1528.The geoid height was determined by GEOID03.
 MK1528
 MK1528.The dynamic height is computed by dividing the NAVD 88
 MK1528.geopotential number by the normal gravity value computed on the
 MK1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1528.degrees latitude (g = 980.6199 gals.).
 MK1528
 MK1528.The modeled gravity was interpolated from observed gravity values.
 MK1528
 MK1528;                    North         East    Units  Estimated Accuracy
 MK1528;SPC NE       -   141,770.      693,640.      MT  (+/- 180 meters Scaled)
 MK1528
 MK1528                          SUPERSEDED SURVEY CONTROL
 MK1528
 MK1528  NGVD 29 (??/??/92)  519.474  (m)         1704.31   (f) ADJ UNCH    2 0
 MK1528
 MK1528.Superseded values are not recommended for survey control.
 MK1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1528.See file dsdata.txt to determine how the superseded data were derived.
 MK1528
 MK1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL096492(NAD 83)
 MK1528_MARKER: DB = BENCH MARK DISK
 MK1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1528_STAMPING: Q 325 1950
 MK1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1528+STABILITY: SURFACE MOTION
 MK1528
 MK1528  HISTORY     - Date     Condition        Report By
 MK1528  HISTORY     - 1950     MONUMENTED       CGS
 MK1528  HISTORY     - 1960     POOR             USGS
 MK1528
 MK1528                          STATION DESCRIPTION
 MK1528
 MK1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1528'4.8 MI E FROM POLK.
 MK1528'4.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1528'AT POLK, AT A ROAD CROSSING, 72 FEET SOUTH OF THE SOUTH RAIL,
 MK1528'50 FEET EAST OF THE CENTER LINE OF A ROAD, 18 FEET EAST OF A
 MK1528'FENCE CORNER, 0.9 FOOT NORTH OF A FENCE, 2.1 FEET EAST OF A
 MK1528'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1528'0.3 FOOT ABOVE THE GROUND.
 MK1528
 MK1528                          STATION RECOVERY (1960)
 MK1528
 MK1528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MK1528'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1446 ***********************************************************************
 MK1446  DESIGNATION -  Q 326
 MK1446  PID         -  MK1446
 MK1446  STATE/COUNTY-  NE/POLK
 MK1446  USGS QUAD   -  SWEDEHOME (1962)
 MK1446
 MK1446                         *CURRENT SURVEY CONTROL
 MK1446  ___________________________________________________________________
 MK1446* NAD 83(1986)-  41 10 37.     (N)    097 42 51.     (W)     SCALED    
 MK1446* NAVD 88     -       527.968  (meters)    1732.17   (feet)  ADJUSTED  
 MK1446  ___________________________________________________________________
 MK1446  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 MK1446  DYNAMIC HT  -         527.711 (meters)    1731.33  (feet)  COMP
 MK1446  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 MK1446
 MK1446  VERT ORDER  -  SECOND    CLASS 0
 MK1446
 MK1446.The horizontal coordinates were scaled from a topographic map and have
 MK1446.an estimated accuracy of +/- 6 seconds.
 MK1446
 MK1446.The orthometric height was determined by differential leveling
 MK1446.and adjusted by the National Geodetic Survey in June 1991..
 MK1446
 MK1446.The geoid height was determined by GEOID03.
 MK1446
 MK1446.The dynamic height is computed by dividing the NAVD 88
 MK1446.geopotential number by the normal gravity value computed on the
 MK1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1446.degrees latitude (g = 980.6199 gals.).
 MK1446
 MK1446.The modeled gravity was interpolated from observed gravity values.
 MK1446
 MK1446;                    North         East    Units  Estimated Accuracy
 MK1446;SPC NE       -   151,710.      691,720.      MT  (+/- 180 meters Scaled)
 MK1446
 MK1446                          SUPERSEDED SURVEY CONTROL
 MK1446
 MK1446  NGVD 29 (??/??/92)  527.759  (m)         1731.49   (f) ADJ UNCH    2 0
 MK1446
 MK1446.Superseded values are not recommended for survey control.
 MK1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1446.See file dsdata.txt to determine how the superseded data were derived.
 MK1446
 MK1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL078591(NAD 83)
 MK1446_MARKER: DB = BENCH MARK DISK
 MK1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1446_STAMPING: Q 326 1950
 MK1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1446+STABILITY: SURFACE MOTION
 MK1446
 MK1446  HISTORY     - Date     Condition        Report By
 MK1446  HISTORY     - 1950     MONUMENTED       CGS
 MK1446
 MK1446                          STATION DESCRIPTION
 MK1446
 MK1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1446'8.7 MI W FROM OSCEOLA.
 MK1446'0.5 MILE WEST ALONG U.S. HIGHWAY 30 A (CITY ROUTE) FROM THE HIGH
 MK1446'SCHOOL AT OSCEOLA, THENCE 8.2 MILES WEST ALONG U.S. HIGHWAY
 MK1446'30 A, AT A ROAD INTERSECTION, 117 FEET SOUTH OF THE CENTER LINE
 MK1446'OF THE HIGHWAY, 74 FEET SOUTH OF THE CENTER OF A GATE, 28 FEET
 MK1446'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1 FOOT WEST
 MK1446'OF A FENCE, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 MK1446'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1514 ***********************************************************************
 MK1514  DESIGNATION -  Q 327
 MK1514  PID         -  MK1514
 MK1514  STATE/COUNTY-  NE/POLK
 MK1514  USGS QUAD   -  SILVER CREEK SE (1958)
 MK1514
 MK1514                         *CURRENT SURVEY CONTROL
 MK1514  ___________________________________________________________________
 MK1514* NAD 83(1986)-  41 19 21.     (N)    097 30 09.     (W)     SCALED    
 MK1514* NAVD 88     -       455.885  (meters)    1495.68   (feet)  ADJUSTED  
 MK1514  ___________________________________________________________________
 MK1514  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 MK1514  DYNAMIC HT  -         455.680 (meters)    1495.01  (feet)  COMP
 MK1514  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 MK1514
 MK1514  VERT ORDER  -  SECOND    CLASS 0
 MK1514
 MK1514.The horizontal coordinates were scaled from a topographic map and have
 MK1514.an estimated accuracy of +/- 6 seconds.
 MK1514
 MK1514.The orthometric height was determined by differential leveling
 MK1514.and adjusted by the National Geodetic Survey in June 1991..
 MK1514
 MK1514.The geoid height was determined by GEOID03.
 MK1514
 MK1514.The dynamic height is computed by dividing the NAVD 88
 MK1514.geopotential number by the normal gravity value computed on the
 MK1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1514.degrees latitude (g = 980.6199 gals.).
 MK1514
 MK1514.The modeled gravity was interpolated from observed gravity values.
 MK1514
 MK1514;                    North         East    Units  Estimated Accuracy
 MK1514;SPC NE       -   168,350.      709,000.      MT  (+/- 180 meters Scaled)
 MK1514
 MK1514                          SUPERSEDED SURVEY CONTROL
 MK1514
 MK1514  NGVD 29 (??/??/92)  455.698  (m)         1495.07   (f) ADJ UNCH    2 0
 MK1514
 MK1514.Superseded values are not recommended for survey control.
 MK1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1514.See file dsdata.txt to determine how the superseded data were derived.
 MK1514
 MK1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL253756(NAD 83)
 MK1514_MARKER: DB = BENCH MARK DISK
 MK1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1514_STAMPING: Q 327 1950
 MK1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1514+STABILITY: SURFACE MOTION
 MK1514
 MK1514  HISTORY     - Date     Condition        Report By
 MK1514  HISTORY     - 1950     MONUMENTED       CGS
 MK1514
 MK1514                          STATION DESCRIPTION
 MK1514
 MK1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1514'5 MI S FROM DUNCAN.
 MK1514'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1514'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A GRAVELED
 MK1514'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, AT A T ROAD
 MK1514'JUNCTION, 66 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1514'ROAD, 31 FEET EAST OF A FENCE CORNER, 39 FEET SOUTH OF THE
 MK1514'EXTENDED CENTER LINE OF A ROAD LEADING WEST, 1.1 FEET NORTH
 MK1514'OF A FENCE, 2.8 FEET EAST OF A WITNESS POST, SET IN THE TOP
 MK1514'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0693 ***********************************************************************
 ML0693  DESIGNATION -  Q 328
 ML0693  PID         -  ML0693
 ML0693  STATE/COUNTY-  NE/SHERMAN
 ML0693  USGS QUAD   -  ARCADIA EAST (1978)
 ML0693
 ML0693                         *CURRENT SURVEY CONTROL
 ML0693  ___________________________________________________________________
 ML0693* NAD 83(1986)-  41 22 50.     (N)    099 03 54.     (W)     SCALED    
 ML0693* NAVD 88     -       647.802  (meters)    2125.33   (feet)  ADJUSTED  
 ML0693  ___________________________________________________________________
 ML0693  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 ML0693  DYNAMIC HT  -         647.472 (meters)    2124.25  (feet)  COMP
 ML0693  MODELED GRAV-     980,094.2   (mgal)                       NAVD 88
 ML0693
 ML0693  VERT ORDER  -  FIRST     CLASS II
 ML0693
 ML0693.The horizontal coordinates were scaled from a topographic map and have
 ML0693.an estimated accuracy of +/- 6 seconds.
 ML0693
 ML0693.The orthometric height was determined by differential leveling
 ML0693.and adjusted by the National Geodetic Survey in June 1991..
 ML0693
 ML0693.The geoid height was determined by GEOID03.
 ML0693
 ML0693.The dynamic height is computed by dividing the NAVD 88
 ML0693.geopotential number by the normal gravity value computed on the
 ML0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0693.degrees latitude (g = 980.6199 gals.).
 ML0693
 ML0693.The modeled gravity was interpolated from observed gravity values.
 ML0693
 ML0693;                    North         East    Units  Estimated Accuracy
 ML0693;SPC NE       -   172,200.      578,180.      MT  (+/- 180 meters Scaled)
 ML0693
 ML0693                          SUPERSEDED SURVEY CONTROL
 ML0693
 ML0693  NGVD 29 (??/??/92)  647.555  (m)         2124.52   (f) ADJ UNCH    1 2
 ML0693
 ML0693.Superseded values are not recommended for survey control.
 ML0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0693.See file dsdata.txt to determine how the superseded data were derived.
 ML0693
 ML0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML945810(NAD 83)
 ML0693_MARKER: DB = BENCH MARK DISK
 ML0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0693_STAMPING: Q 328 1950
 ML0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0693+STABILITY: SURFACE MOTION
 ML0693
 ML0693  HISTORY     - Date     Condition        Report By
 ML0693  HISTORY     - 1950     MONUMENTED       CGS
 ML0693
 ML0693                          STATION DESCRIPTION
 ML0693
 ML0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0693'4.8 MI SE FROM ARCADIA.
 ML0693'4.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0693'RAILROAD FROM THE STATION AT ARCADIA, 2 1/2 POLES SOUTHEAST OF
 ML0693'MILEPOST 49, 89 FEET NORTHEAST OF THE NORTHEAST RAIL, 41 FEET
 ML0693'NORTHEAST OF A FENCE, 11 FEET NORTH OF AN EAST AND WEST FENCE,
 ML0693'11 FEET NORTHEAST OF A 36 INCH COTTONWOOD TREE, 14 FEET
 ML0693'NORTHWEST OF A 30 INCH COTTONWOOD TREE, 2 FEET EAST OF A
 ML0693'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0693'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1345 ***********************************************************************
 MK1345  DESIGNATION -  Q 329
 MK1345  PID         -  MK1345
 MK1345  STATE/COUNTY-  NE/BUTLER
 MK1345  USGS QUAD   -  SCHUYLER (1968)
 MK1345
 MK1345                         *CURRENT SURVEY CONTROL
 MK1345  ___________________________________________________________________
 MK1345* NAD 83(1986)-  41 22 49.     (N)    097 06 03.     (W)     SCALED    
 MK1345* NAVD 88     -       422.471  (meters)    1386.06   (feet)  ADJUSTED  
 MK1345  ___________________________________________________________________
 MK1345  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 MK1345  DYNAMIC HT  -         422.284 (meters)    1385.44  (feet)  COMP
 MK1345  MODELED GRAV-     980,168.8   (mgal)                       NAVD 88
 MK1345
 MK1345  VERT ORDER  -  SECOND    CLASS 0
 MK1345
 MK1345.The horizontal coordinates were scaled from a topographic map and have
 MK1345.an estimated accuracy of +/- 6 seconds.
 MK1345
 MK1345.The orthometric height was determined by differential leveling
 MK1345.and adjusted by the National Geodetic Survey in June 1991..
 MK1345
 MK1345.The geoid height was determined by GEOID03.
 MK1345
 MK1345.The dynamic height is computed by dividing the NAVD 88
 MK1345.geopotential number by the normal gravity value computed on the
 MK1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1345.degrees latitude (g = 980.6199 gals.).
 MK1345
 MK1345.The modeled gravity was interpolated from observed gravity values.
 MK1345
 MK1345;                    North         East    Units  Estimated Accuracy
 MK1345;SPC NE       -   175,810.      742,390.      MT  (+/- 180 meters Scaled)
 MK1345
 MK1345                          SUPERSEDED SURVEY CONTROL
 MK1345
 MK1345  NGVD 29 (??/??/92)  422.302  (m)         1385.50   (f) ADJ UNCH    2 0
 MK1345
 MK1345.Superseded values are not recommended for survey control.
 MK1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1345.See file dsdata.txt to determine how the superseded data were derived.
 MK1345
 MK1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL588827(NAD 83)
 MK1345_MARKER: DB = BENCH MARK DISK
 MK1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1345_STAMPING: Q 329 1950
 MK1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1345+STABILITY: SURFACE MOTION
 MK1345
 MK1345  HISTORY     - Date     Condition        Report By
 MK1345  HISTORY     - 1950     MONUMENTED       CGS
 MK1345
 MK1345                          STATION DESCRIPTION
 MK1345
 MK1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1345'6.6 MI SW FROM SCHUYLER.
 MK1345'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1345'SCHUYLER, THENCE 4.65 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE
 MK1345'2.0 MILES WEST ALONG A GRAVELED ROAD, AT A SCHOOLHOUSE, 148 FEET
 MK1345'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 111 FEET
 MK1345'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 77 FEET
 MK1345'SOUTH OF THE CENTER OF THE SOUTH DOOR OF THE SCHOOLHOUSE, 4 FEET
 MK1345'WEST OF A POWER POLE, 6 FEET EAST OF A FLAGPOLE, SET IN THE
 MK1345'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0899 ***********************************************************************
 MK0899  DESIGNATION -  Q 330
 MK0899  PID         -  MK0899
 MK0899  STATE/COUNTY-  NE/SAUNDERS
 MK0899  USGS QUAD   -  ROGERS (1968)
 MK0899
 MK0899                         *CURRENT SURVEY CONTROL
 MK0899  ___________________________________________________________________
 MK0899* NAD 83(1986)-  41 25 21.     (N)    096 53 12.     (W)     SCALED    
 MK0899* NAVD 88     -       397.980  (meters)    1305.71   (feet)  ADJUSTED  
 MK0899  ___________________________________________________________________
 MK0899  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 MK0899  DYNAMIC HT  -         397.806 (meters)    1305.14  (feet)  COMP
 MK0899  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 MK0899
 MK0899  VERT ORDER  -  SECOND    CLASS 0
 MK0899
 MK0899.The horizontal coordinates were scaled from a topographic map and have
 MK0899.an estimated accuracy of +/- 6 seconds.
 MK0899
 MK0899.The orthometric height was determined by differential leveling
 MK0899.and adjusted by the National Geodetic Survey in June 1991..
 MK0899
 MK0899.The geoid height was determined by GEOID03.
 MK0899
 MK0899.The dynamic height is computed by dividing the NAVD 88
 MK0899.geopotential number by the normal gravity value computed on the
 MK0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0899.degrees latitude (g = 980.6199 gals.).
 MK0899
 MK0899.The modeled gravity was interpolated from observed gravity values.
 MK0899
 MK0899;                    North         East    Units  Estimated Accuracy
 MK0899;SPC NE       -   181,120.      760,120.      MT  (+/- 180 meters Scaled)
 MK0899
 MK0899                          SUPERSEDED SURVEY CONTROL
 MK0899
 MK0899  NGVD 29 (??/??/92)  397.821  (m)         1305.18   (f) ADJ UNCH    2 0
 MK0899
 MK0899.Superseded values are not recommended for survey control.
 MK0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0899.See file dsdata.txt to determine how the superseded data were derived.
 MK0899
 MK0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL766878(NAD 83)
 MK0899_MARKER: DB = BENCH MARK DISK
 MK0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0899_STAMPING: Q 330 1950
 MK0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0899+STABILITY: SURFACE MOTION
 MK0899
 MK0899  HISTORY     - Date     Condition        Report By
 MK0899  HISTORY     - 1950     MONUMENTED       CGS
 MK0899  HISTORY     - 1966     GOOD             USGS
 MK0899
 MK0899                          STATION DESCRIPTION
 MK0899
 MK0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0899'3 MI NE FROM LINWOOD.
 MK0899'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LINWOOD,
 MK0899'THENCE 0.4 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.5
 MK0899'MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES EAST ALONG
 MK0899'A GRAVELED ROAD, 132 FEET SOUTH OF THE CENTER LINE OF AN EAST
 MK0899'AND WEST ROAD, 83 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MK0899'SOUTH ROAD, 48 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO AND
 MK0899'NORTH WESTERN RAILROAD, 47 FEET NORTH OF THE NORTHWEST CORNER
 MK0899'OF RAILROAD TRESTLE A-24, 1.6 FEET EAST OF A WITNESS POST, SET
 MK0899'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MK0899'THE GROUND.  THIS MARK IS 1.1 MILES WEST OF BENCH MARK P 330.
 MK0899
 MK0899                          STATION RECOVERY (1966)
 MK0899
 MK0899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0872 ***********************************************************************
 MK0872  DESIGNATION -  Q 331
 MK0872  PID         -  MK0872
 MK0872  STATE/COUNTY-  NE/DODGE
 MK0872  USGS QUAD   -  MALMO NW (1968)
 MK0872
 MK0872                         *CURRENT SURVEY CONTROL
 MK0872  ___________________________________________________________________
 MK0872* NAD 83(1986)-  41 27 27.     (N)    096 43 01.     (W)     SCALED    
 MK0872* NAVD 88     -       382.952  (meters)    1256.40   (feet)  ADJUSTED  
 MK0872  ___________________________________________________________________
 MK0872  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 MK0872  DYNAMIC HT  -         382.790 (meters)    1255.87  (feet)  COMP
 MK0872  MODELED GRAV-     980,188.0   (mgal)                       NAVD 88
 MK0872
 MK0872  VERT ORDER  -  SECOND    CLASS 0
 MK0872
 MK0872.The horizontal coordinates were scaled from a topographic map and have
 MK0872.an estimated accuracy of +/- 6 seconds.
 MK0872
 MK0872.The orthometric height was determined by differential leveling
 MK0872.and adjusted by the National Geodetic Survey in June 1991..
 MK0872
 MK0872.The geoid height was determined by GEOID03.
 MK0872
 MK0872.The dynamic height is computed by dividing the NAVD 88
 MK0872.geopotential number by the normal gravity value computed on the
 MK0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0872.degrees latitude (g = 980.6199 gals.).
 MK0872
 MK0872.The modeled gravity was interpolated from observed gravity values.
 MK0872
 MK0872;                    North         East    Units  Estimated Accuracy
 MK0872;SPC NE       -   185,530.      774,140.      MT  (+/- 180 meters Scaled)
 MK0872
 MK0872                          SUPERSEDED SURVEY CONTROL
 MK0872
 MK0872  NGVD 29 (??/??/92)  382.805  (m)         1255.92   (f) ADJ UNCH    2 0
 MK0872
 MK0872.Superseded values are not recommended for survey control.
 MK0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0872.See file dsdata.txt to determine how the superseded data were derived.
 MK0872
 MK0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL906920(NAD 83)
 MK0872_MARKER: DB = BENCH MARK DISK
 MK0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0872_STAMPING: Q 331 1950
 MK0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0872+STABILITY: SURFACE MOTION
 MK0872
 MK0872  HISTORY     - Date     Condition        Report By
 MK0872  HISTORY     - 1950     MONUMENTED       CGS
 MK0872  HISTORY     - 1966     MARK NOT FOUND   NGS
 MK0872
 MK0872                          STATION DESCRIPTION
 MK0872
 MK0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0872'3.4 MI E FROM NORTH BEND.
 MK0872'3.35 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0872'AT NORTH BEND, 0.1 MILE EAST OF A PRIVATE ROAD CROSSING, 10 1/2
 MK0872'POLES WEST OF MILEPOST 51, 117.0 FEET NORTHEAST OF SIGNAL TOWER
 MK0872'512, 45.6 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 1.3
 MK0872'FEET SOUTH OF A RIGHT-OF-WAY FENCE, 1.5 FEET EAST OF A REFERENCE
 MK0872'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MK0872'ABOVE THE GROUND.
 MK0872
 MK0872                          STATION RECOVERY (1966)
 MK0872
 MK0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MK0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0185 ***********************************************************************
 ML0185  DESIGNATION -  Q 332
 ML0185  PID         -  ML0185
 ML0185  STATE/COUNTY-  NE/MERRICK
 ML0185  USGS QUAD   -  ARCHER (1962)
 ML0185
 ML0185                         *CURRENT SURVEY CONTROL
 ML0185  ___________________________________________________________________
 ML0185* NAD 83(1986)-  41 11 28.     (N)    098 12 51.     (W)     SCALED    
 ML0185* NAVD 88     -       551.247  (meters)    1808.55   (feet)  ADJUSTED  
 ML0185  ___________________________________________________________________
 ML0185  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 ML0185  DYNAMIC HT  -         550.979 (meters)    1807.67  (feet)  COMP
 ML0185  MODELED GRAV-     980,118.9   (mgal)                       NAVD 88
 ML0185
 ML0185  VERT ORDER  -  SECOND    CLASS 0
 ML0185
 ML0185.The horizontal coordinates were scaled from a topographic map and have
 ML0185.an estimated accuracy of +/- 6 seconds.
 ML0185
 ML0185.The orthometric height was determined by differential leveling
 ML0185.and adjusted by the National Geodetic Survey in June 1991..
 ML0185
 ML0185.The geoid height was determined by GEOID03.
 ML0185
 ML0185.The dynamic height is computed by dividing the NAVD 88
 ML0185.geopotential number by the normal gravity value computed on the
 ML0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0185.degrees latitude (g = 980.6199 gals.).
 ML0185
 ML0185.The modeled gravity was interpolated from observed gravity values.
 ML0185
 ML0185;                    North         East    Units  Estimated Accuracy
 ML0185;SPC NE       -   152,300.      649,760.      MT  (+/- 180 meters Scaled)
 ML0185
 ML0185                          SUPERSEDED SURVEY CONTROL
 ML0185
 ML0185  NGVD 29 (??/??/92)  551.014  (m)         1807.79   (f) ADJ UNCH    2 0
 ML0185
 ML0185.Superseded values are not recommended for survey control.
 ML0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0185.See file dsdata.txt to determine how the superseded data were derived.
 ML0185
 ML0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL658602(NAD 83)
 ML0185_MARKER: DB = BENCH MARK DISK
 ML0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0185_STAMPING: Q 332 1950
 ML0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0185+STABILITY: SURFACE MOTION
 ML0185
 ML0185  HISTORY     - Date     Condition        Report By
 ML0185  HISTORY     - 1950     MONUMENTED       CGS
 ML0185
 ML0185                          STATION DESCRIPTION
 ML0185
 ML0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0185'3.1 MI SE FROM PALMER.
 ML0185'3.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0185'RAILROAD FROM THE STATION AT PALMER, AT THE CROSSING OF STATE
 ML0185'HIGHWAY 92, 32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 ML0185'43 FEET NORTHEAST OF THE NORTHEAST RAIL, 33 FEET NORTHWEST OF
 ML0185'A CONCRETE FENCE CORNER POST, 12.3 FEET WEST OF A POWER POLE,
 ML0185'2.2 FEET SOUTHWEST OF A FENCE, 1.1 FEET SOUTHEAST OF A WITNESS
 ML0185'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 ML0185'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0184 ***********************************************************************
 ML0184  DESIGNATION -  Q 332 RESET
 ML0184  PID         -  ML0184
 ML0184  STATE/COUNTY-  NE/MERRICK
 ML0184  USGS QUAD   -  ARCHER (1962)
 ML0184
 ML0184                         *CURRENT SURVEY CONTROL
 ML0184  ___________________________________________________________________
 ML0184* NAD 83(1986)-  41 11 28.     (N)    098 12 50.     (W)     SCALED    
 ML0184* NAVD 88     -       550.87   (meters)    1807.3    (feet)  RESET     
 ML0184  ___________________________________________________________________
 ML0184  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 ML0184
 ML0184  VERT ORDER  -  THIRD
 ML0184
 ML0184.The horizontal coordinates were scaled from a topographic map and have
 ML0184.an estimated accuracy of +/- 6 seconds.
 ML0184
 ML0184.The orthometric height was computed from unverified reset data.
 ML0184
 ML0184.The geoid height was determined by GEOID03.
 ML0184
 ML0184;                    North         East    Units  Estimated Accuracy
 ML0184;SPC NE       -   152,300.      649,780.      MT  (+/- 180 meters Scaled)
 ML0184
 ML0184                          SUPERSEDED SURVEY CONTROL
 ML0184
 ML0184  NGVD 29 (??/??/??)  550.64   (m)         1806.6    (f) RESET       3  
 ML0184
 ML0184.Superseded values are not recommended for survey control.
 ML0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0184.See file dsdata.txt to determine how the superseded data were derived.
 ML0184
 ML0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL659602(NAD 83)
 ML0184_MARKER: DB = BENCH MARK DISK
 ML0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0184_STAMPING: Q 332 RESET 1965
 ML0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0184+STABILITY: SURFACE MOTION
 ML0184
 ML0184  HISTORY     - Date     Condition        Report By
 ML0184  HISTORY     - 1965     MONUMENTED       NEDR
 ML0184
 ML0184                          STATION DESCRIPTION
 ML0184
 ML0184'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1965
 ML0184'3.1 MI SE FROM PALMER.
 ML0184'ABOUT 3.1 MILES SE ALONG THE C B AND Q RR FROM THE STATION AT
 ML0184'PALMER, AT THE CROSSING OF STATE HIGHWAY 92, 74 FEET NORTH OF THE
 ML0184'CENTERLINE OF HIGHWAY, 48 FEET NORTHEAST OF THE NORTHEAST RAIL,
 ML0184'29 FEET NORTHWEST OF A POWER POLE, FOUR FEET WEST OF A FENCE,
 ML0184'1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0184'POST WHICH PROJECTS 0.2 ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1546 ***********************************************************************
 MK1546  DESIGNATION -  Q 333
 MK1546  PID         -  MK1546
 MK1546  STATE/COUNTY-  NE/HAMILTON
 MK1546  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1546
 MK1546                         *CURRENT SURVEY CONTROL
 MK1546  ___________________________________________________________________
 MK1546* NAD 83(1986)-  41 02 48.     (N)    097 56 24.     (W)     SCALED    
 MK1546* NAVD 88     -       541.699  (meters)    1777.22   (feet)  ADJUSTED  
 MK1546  ___________________________________________________________________
 MK1546  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 MK1546  DYNAMIC HT  -         541.423 (meters)    1776.32  (feet)  COMP
 MK1546  MODELED GRAV-     980,097.7   (mgal)                       NAVD 88
 MK1546
 MK1546  VERT ORDER  -  SECOND    CLASS 0
 MK1546
 MK1546.The horizontal coordinates were scaled from a topographic map and have
 MK1546.an estimated accuracy of +/- 6 seconds.
 MK1546
 MK1546.The orthometric height was determined by differential leveling
 MK1546.and adjusted by the National Geodetic Survey in June 1991..
 MK1546
 MK1546.The geoid height was determined by GEOID03.
 MK1546
 MK1546.The dynamic height is computed by dividing the NAVD 88
 MK1546.geopotential number by the normal gravity value computed on the
 MK1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1546.degrees latitude (g = 980.6199 gals.).
 MK1546
 MK1546.The modeled gravity was interpolated from observed gravity values.
 MK1546
 MK1546;                    North         East    Units  Estimated Accuracy
 MK1546;SPC NE       -   136,770.      673,130.      MT  (+/- 180 meters Scaled)
 MK1546
 MK1546                          SUPERSEDED SURVEY CONTROL
 MK1546
 MK1546  NGVD 29 (??/??/92)  541.476  (m)         1776.49   (f) ADJ UNCH    2 0
 MK1546
 MK1546.Superseded values are not recommended for survey control.
 MK1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1546.See file dsdata.txt to determine how the superseded data were derived.
 MK1546
 MK1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL890444(NAD 83)
 MK1546_MARKER: DB = BENCH MARK DISK
 MK1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1546_STAMPING: Q 333 1950
 MK1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1546+STABILITY: SURFACE MOTION
 MK1546
 MK1546  HISTORY     - Date     Condition        Report By
 MK1546  HISTORY     - 1950     MONUMENTED       CGS
 MK1546
 MK1546                          STATION DESCRIPTION
 MK1546
 MK1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1546'5 MI SW FROM HOARDVILLE.
 MK1546'0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE UNION PACIFIC
 MK1546'RAILROAD STATION AT HOARDVILLE, THENCE 1.85 MILES WEST ALONG
 MK1546'STATE HIGHWAY 66, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD,
 MK1546'THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION,
 MK1546'ON THE EAST BANK OF A SLOUGH, 147 FEET EAST OF THE NORTHEAST
 MK1546'CORNER OF A WOODEN BRIDGE, 56 FEET NORTH OF THE CENTER LINE OF
 MK1546'AN EAST AND WEST ROAD, 30 FEET WEST OF THE EXTENDED CENTER LINE
 MK1546'OF A GRAVELED ROAD LEADING SOUTH, 20.7 FEET NORTHWEST OF A
 MK1546'POWER POLE, 2 FEET EAST OF A FENCE, 1.2 FEET SOUTH OF A WITNESS
 MK1546'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 MK1546'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0160 ***********************************************************************
 LH0160  DESIGNATION -  Q 334
 LH0160  PID         -  LH0160
 LH0160  STATE/COUNTY-  NE/HAMILTON
 LH0160  USGS QUAD   -  MURPHY (1969)
 LH0160
 LH0160                         *CURRENT SURVEY CONTROL
 LH0160  ___________________________________________________________________
 LH0160* NAD 83(1986)-  40 56 36.     (N)    098 04 27.     (W)     SCALED    
 LH0160* NAVD 88     -       559.773  (meters)    1836.52   (feet)  ADJUSTED  
 LH0160  ___________________________________________________________________
 LH0160  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 LH0160  DYNAMIC HT  -         559.484 (meters)    1835.57  (feet)  COMP
 LH0160  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 LH0160
 LH0160  VERT ORDER  -  SECOND    CLASS 0
 LH0160
 LH0160.The horizontal coordinates were scaled from a topographic map and have
 LH0160.an estimated accuracy of +/- 6 seconds.
 LH0160
 LH0160.The orthometric height was determined by differential leveling
 LH0160.and adjusted by the National Geodetic Survey in June 1991..
 LH0160
 LH0160.The geoid height was determined by GEOID03.
 LH0160
 LH0160.The dynamic height is computed by dividing the NAVD 88
 LH0160.geopotential number by the normal gravity value computed on the
 LH0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0160.degrees latitude (g = 980.6199 gals.).
 LH0160
 LH0160.The modeled gravity was interpolated from observed gravity values.
 LH0160
 LH0160;                    North         East    Units  Estimated Accuracy
 LH0160;SPC NE       -   125,050.      662,110.      MT  (+/- 180 meters Scaled)
 LH0160
 LH0160                          SUPERSEDED SURVEY CONTROL
 LH0160
 LH0160  NGVD 29 (??/??/92)  559.539  (m)         1835.75   (f) ADJ UNCH    2 0
 LH0160
 LH0160.Superseded values are not recommended for survey control.
 LH0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0160.See file dsdata.txt to determine how the superseded data were derived.
 LH0160
 LH0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL779328(NAD 83)
 LH0160_MARKER: DB = BENCH MARK DISK
 LH0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0160_STAMPING: Q 334 1950
 LH0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0160+STABILITY: SURFACE MOTION
 LH0160
 LH0160  HISTORY     - Date     Condition        Report By
 LH0160  HISTORY     - 1950     MONUMENTED       CGS
 LH0160
 LH0160                          STATION DESCRIPTION
 LH0160
 LH0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0160'7.6 MI SW FROM MARQUETTE.
 LH0160'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0160'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0160'2.0 MILES WEST ALONG A DIRT ROAD, THENCE 2.15 MILES SOUTH ALONG
 LH0160'A GRAVELED ROAD, AT THE ELGE AIRPORT, 39 FEET WEST OF THE WIND
 LH0160'SOCK, 4.0 FEET SOUTH OF AN EAST AND WEST WOVEN WIRE FENCE, 3
 LH0160'FEET EAST OF THE NORTHEAST CORNER OF THE EAST HANGAR, 1 FOOT WEST
 LH0160'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0160'PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0053 ***********************************************************************
 ML0053  DESIGNATION -  Q 335
 ML0053  PID         -  ML0053
 ML0053  STATE/COUNTY-  NE/GREELEY
 ML0053  USGS QUAD   -  SPALDING (1985)
 ML0053
 ML0053                         *CURRENT SURVEY CONTROL
 ML0053  ___________________________________________________________________
 ML0053* NAD 83(1986)-  41 40 40.     (N)    098 20 55.     (W)     SCALED    
 ML0053* NAVD 88     -       572.273  (meters)    1877.53   (feet)  ADJUSTED  
 ML0053  ___________________________________________________________________
 ML0053  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 ML0053  DYNAMIC HT  -         572.000 (meters)    1876.64  (feet)  COMP
 ML0053  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 ML0053
 ML0053  VERT ORDER  -  SECOND    CLASS 0
 ML0053
 ML0053.The horizontal coordinates were scaled from a topographic map and have
 ML0053.an estimated accuracy of +/- 6 seconds.
 ML0053
 ML0053.The orthometric height was determined by differential leveling
 ML0053.and adjusted by the National Geodetic Survey in June 1991..
 ML0053
 ML0053.The geoid height was determined by GEOID03.
 ML0053
 ML0053.The dynamic height is computed by dividing the NAVD 88
 ML0053.geopotential number by the normal gravity value computed on the
 ML0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0053.degrees latitude (g = 980.6199 gals.).
 ML0053
 ML0053.The modeled gravity was interpolated from observed gravity values.
 ML0053
 ML0053;                    North         East    Units  Estimated Accuracy
 ML0053;SPC NE       -   206,090.      637,450.      MT  (+/- 180 meters Scaled)
 ML0053
 ML0053                          SUPERSEDED SURVEY CONTROL
 ML0053
 ML0053  NGVD 29 (??/??/92)  572.030  (m)         1876.74   (f) ADJ UNCH    2 0
 ML0053
 ML0053.Superseded values are not recommended for survey control.
 ML0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0053.See file dsdata.txt to determine how the superseded data were derived.
 ML0053
 ML0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM542142(NAD 83)
 ML0053_MARKER: DB = BENCH MARK DISK
 ML0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0053_STAMPING: Q 335 1950
 ML0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0053+STABILITY: SURFACE MOTION
 ML0053
 ML0053  HISTORY     - Date     Condition        Report By
 ML0053  HISTORY     - 1950     MONUMENTED       CGS
 ML0053
 ML0053                          STATION DESCRIPTION
 ML0053
 ML0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0053'0.9 MI SE FROM SPALDING.
 ML0053'0.9 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0053'STATION AT SPALDING, AT A ROAD CROSSING, 2 RAILS NORTHWEST OF
 ML0053'CULVERT 43.43, 50.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 54
 ML0053'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 27 FEET
 ML0053'NORTHWEST OF A FENCE CORNER, 1.5 FEET NORTHEAST OF A FENCE, 2.2
 ML0053'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0053'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0130 ***********************************************************************
 ML0130  DESIGNATION -  Q 336
 ML0130  PID         -  ML0130
 ML0130  STATE/COUNTY-  NE/MERRICK
 ML0130  USGS QUAD   -  CHAPMAN (1962)
 ML0130
 ML0130                         *CURRENT SURVEY CONTROL
 ML0130  ___________________________________________________________________
 ML0130* NAD 83(1986)-  41 01 53.     (N)    098 08 35.     (W)     SCALED    
 ML0130* NAVD 88     -       536.372  (meters)    1759.75   (feet)  ADJUSTED  
 ML0130  ___________________________________________________________________
 ML0130  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 ML0130  DYNAMIC HT  -         536.097 (meters)    1758.84  (feet)  COMP
 ML0130  MODELED GRAV-     980,094.5   (mgal)                       NAVD 88
 ML0130
 ML0130  VERT ORDER  -  SECOND    CLASS 0
 ML0130
 ML0130.The horizontal coordinates were scaled from a topographic map and have
 ML0130.an estimated accuracy of +/- 6 seconds.
 ML0130
 ML0130.The orthometric height was determined by differential leveling
 ML0130.and adjusted by the National Geodetic Survey in June 1991..
 ML0130
 ML0130.The geoid height was determined by GEOID03.
 ML0130
 ML0130.The dynamic height is computed by dividing the NAVD 88
 ML0130.geopotential number by the normal gravity value computed on the
 ML0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0130.degrees latitude (g = 980.6199 gals.).
 ML0130
 ML0130.The modeled gravity was interpolated from observed gravity values.
 ML0130
 ML0130;                    North         East    Units  Estimated Accuracy
 ML0130;SPC NE       -   134,690.      656,100.      MT  (+/- 180 meters Scaled)
 ML0130
 ML0130                          SUPERSEDED SURVEY CONTROL
 ML0130
 ML0130  NGVD 29 (??/??/92)  536.139  (m)         1758.98   (f) ADJ UNCH    2 0
 ML0130
 ML0130.Superseded values are not recommended for survey control.
 ML0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0130.See file dsdata.txt to determine how the superseded data were derived.
 ML0130
 ML0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL720425(NAD 83)
 ML0130_MARKER: DB = BENCH MARK DISK
 ML0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0130_STAMPING: Q 336 1950
 ML0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0130+STABILITY: SURFACE MOTION
 ML0130
 ML0130  HISTORY     - Date     Condition        Report By
 ML0130  HISTORY     - 1950     MONUMENTED       CGS
 ML0130
 ML0130                          STATION DESCRIPTION
 ML0130
 ML0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0130'1 MI NE FROM CHAPMAN.
 ML0130'1.0 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0130'STATION AT CHAPMAN, AT A ROAD INTERSECTION, 39 FEET SOUTHEAST
 ML0130'OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 56 FEET NORTHWEST
 ML0130'OF THE CENTER LINE OF U.S. HIGHWAY 30, 28 FEET SOUTH OF THE
 ML0130'CENTER LINE OF AN EAST AND WEST ROAD, 6.5 FEET SOUTHWEST OF A
 ML0130'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.8
 ML0130'FEET NORTHWEST OF A FENCE, 1.3 FEET EAST OF A WITNESS POST,
 ML0130'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 ML0130'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0134 ***********************************************************************
 ML0134  DESIGNATION -  Q 337
 ML0134  PID         -  ML0134
 ML0134  STATE/COUNTY-  NE/MERRICK
 ML0134  USGS QUAD   -  CENTRAL CITY WEST (1983)
 ML0134
 ML0134                         *CURRENT SURVEY CONTROL
 ML0134  ___________________________________________________________________
 ML0134* NAD 83(1986)-  41 04 08.     (N)    098 04 52.     (W)     SCALED    
 ML0134* NAVD 88     -       527.877  (meters)    1731.88   (feet)  ADJUSTED  
 ML0134  ___________________________________________________________________
 ML0134  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 ML0134  DYNAMIC HT  -         527.611 (meters)    1731.00  (feet)  COMP
 ML0134  MODELED GRAV-     980,102.6   (mgal)                       NAVD 88
 ML0134
 ML0134  VERT ORDER  -  SECOND    CLASS 0
 ML0134
 ML0134.The horizontal coordinates were scaled from a topographic map and have
 ML0134.an estimated accuracy of +/- 6 seconds.
 ML0134
 ML0134.The orthometric height was determined by differential leveling
 ML0134.and adjusted by the National Geodetic Survey in June 1991..
 ML0134
 ML0134.The geoid height was determined by GEOID03.
 ML0134
 ML0134.The dynamic height is computed by dividing the NAVD 88
 ML0134.geopotential number by the normal gravity value computed on the
 ML0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0134.degrees latitude (g = 980.6199 gals.).
 ML0134
 ML0134.The modeled gravity was interpolated from observed gravity values.
 ML0134
 ML0134;                    North         East    Units  Estimated Accuracy
 ML0134;SPC NE       -   138,970.      661,210.      MT  (+/- 180 meters Scaled)
 ML0134
 ML0134                          SUPERSEDED SURVEY CONTROL
 ML0134
 ML0134  NGVD 29 (??/??/92)  527.652  (m)         1731.14   (f) ADJ UNCH    2 0
 ML0134
 ML0134.Superseded values are not recommended for survey control.
 ML0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0134.See file dsdata.txt to determine how the superseded data were derived.
 ML0134
 ML0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL772468(NAD 83)
 ML0134_MARKER: DB = BENCH MARK DISK
 ML0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0134_STAMPING: Q 337 1950
 ML0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0134+STABILITY: SURFACE MOTION
 ML0134
 ML0134  HISTORY     - Date     Condition        Report By
 ML0134  HISTORY     - 1950     MONUMENTED       CGS
 ML0134
 ML0134                          STATION DESCRIPTION
 ML0134
 ML0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0134'5.2 MI SW FROM CENTRAL CITY.
 ML0134'5.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0134'STATION AT CENTRAL CITY, 0.4 MILE SOUTHWEST OF A ROAD CROSSING,
 ML0134'96 FEET SOUTHWEST OF SEMAPHORE 130.1, 54 FEET NORTHWEST OF THE
 ML0134'CENTER LINE OF U.S. HIGHWAY 30, 40 FEET SOUTHEAST OF THE
 ML0134'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 15 FEET WEST OF
 ML0134'MILEPOST 130, IN LINE WITH A ROW OF TELEPHONE POLES, 9 FEET
 ML0134'NORTH OF A FENCE, 1.8 FEET EAST OF A WITNESS POST, SET IN THE
 ML0134'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0449 ***********************************************************************
 NP0449  DESIGNATION -  Q 340
 NP0449  PID         -  NP0449
 NP0449  STATE/COUNTY-  NE/SIOUX
 NP0449  USGS QUAD   -  ANDREWS (1980)
 NP0449
 NP0449                         *CURRENT SURVEY CONTROL
 NP0449  ___________________________________________________________________
 NP0449* NAD 83(1986)-  42 38 09.     (N)    103 44 36.     (W)     SCALED    
 NP0449* NAVD 88     -      1354.169  (meters)    4442.80   (feet)  ADJUSTED  
 NP0449  ___________________________________________________________________
 NP0449  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 NP0449  DYNAMIC HT  -        1353.376 (meters)    4440.20  (feet)  COMP
 NP0449  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 NP0449
 NP0449  VERT ORDER  -  FIRST     CLASS II
 NP0449
 NP0449.The horizontal coordinates were scaled from a topographic map and have
 NP0449.an estimated accuracy of +/- 6 seconds.
 NP0449
 NP0449.The orthometric height was determined by differential leveling
 NP0449.and adjusted by the National Geodetic Survey in June 1991..
 NP0449
 NP0449.The geoid height was determined by GEOID03.
 NP0449
 NP0449.The dynamic height is computed by dividing the NAVD 88
 NP0449.geopotential number by the normal gravity value computed on the
 NP0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0449.degrees latitude (g = 980.6199 gals.).
 NP0449
 NP0449.The modeled gravity was interpolated from observed gravity values.
 NP0449
 NP0449;                    North         East    Units  Estimated Accuracy
 NP0449;SPC NE       -   317,810.      193,110.      MT  (+/- 180 meters Scaled)
 NP0449
 NP0449                          SUPERSEDED SURVEY CONTROL
 NP0449
 NP0449  NGVD 29 (??/??/92) 1353.506  (m)         4440.63   (f) ADJ UNCH    1 2
 NP0449
 NP0449.Superseded values are not recommended for survey control.
 NP0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0449.See file dsdata.txt to determine how the superseded data were derived.
 NP0449
 NP0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH030211(NAD 83)
 NP0449_MARKER: DB = BENCH MARK DISK
 NP0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0449_SP_SET: CULVERT
 NP0449_STAMPING: Q 340 1954
 NP0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0449
 NP0449  HISTORY     - Date     Condition        Report By
 NP0449  HISTORY     - 1954     MONUMENTED       CGS
 NP0449
 NP0449                          STATION DESCRIPTION
 NP0449
 NP0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0449'8.4 MI SE FROM HARRISON.
 NP0449'8.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0449'FROM THE STATION AT HARRISON, 0.7 MILE WEST OF THE ROAD CROSSING
 NP0449'AT ANDREWS, 11 FEET NORTHEAST OF MILEPOST 452, 28 FEET SOUTH
 NP0449'OF THE SOUTH RAIL, 10 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 NP0449'TOP OF THE SOUTHWEST CORNER OF THE SOUTH HEADWALL OF A STONE
 NP0449'ARCH CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0455 ***********************************************************************
 NP0455  DESIGNATION -  Q 341
 NP0455  PID         -  NP0455
 NP0455  STATE/COUNTY-  NE/SIOUX
 NP0455  USGS QUAD   -  HARRISON EAST (1979)
 NP0455
 NP0455                         *CURRENT SURVEY CONTROL
 NP0455  ___________________________________________________________________
 NP0455* NAD 83(1986)-  42 40 39.     (N)    103 50 18.     (W)     SCALED    
 NP0455* NAVD 88     -      1473.779  (meters)    4835.22   (feet)  ADJUSTED  
 NP0455  ___________________________________________________________________
 NP0455  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 NP0455  DYNAMIC HT  -        1472.910 (meters)    4832.37  (feet)  COMP
 NP0455  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 NP0455
 NP0455  VERT ORDER  -  FIRST     CLASS II
 NP0455
 NP0455.The horizontal coordinates were scaled from a topographic map and have
 NP0455.an estimated accuracy of +/- 6 seconds.
 NP0455
 NP0455.The orthometric height was determined by differential leveling
 NP0455.and adjusted by the National Geodetic Survey in June 1991..
 NP0455
 NP0455.The geoid height was determined by GEOID03.
 NP0455
 NP0455.The dynamic height is computed by dividing the NAVD 88
 NP0455.geopotential number by the normal gravity value computed on the
 NP0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0455.degrees latitude (g = 980.6199 gals.).
 NP0455
 NP0455.The modeled gravity was interpolated from observed gravity values.
 NP0455
 NP0455;                    North         East    Units  Estimated Accuracy
 NP0455;SPC NE       -   322,780.      185,530.      MT  (+/- 180 meters Scaled)
 NP0455
 NP0455                          SUPERSEDED SURVEY CONTROL
 NP0455
 NP0455  NGVD 29 (??/??/92) 1473.097  (m)         4832.99   (f) ADJ UNCH    1 2
 NP0455
 NP0455.Superseded values are not recommended for survey control.
 NP0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0455.See file dsdata.txt to determine how the superseded data were derived.
 NP0455
 NP0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH951256(NAD 83)
 NP0455_MARKER: DB = BENCH MARK DISK
 NP0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0455_STAMPING: Q 341 1954
 NP0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0455+STABILITY: SURFACE MOTION
 NP0455
 NP0455  HISTORY     - Date     Condition        Report By
 NP0455  HISTORY     - 1954     MONUMENTED       CGS
 NP0455
 NP0455                          STATION DESCRIPTION
 NP0455
 NP0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0455'2.4 MI SE FROM HARRISON.
 NP0455'2.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0455'FROM THE STATION AT HARRISON, 56 FEET SOUTHWEST OF THE SOUTHWEST
 NP0455'RAIL, 42 FEET NORTHEAST OF A FENCE, 32 FEET NORTHWEST OF MILEPOST
 NP0455'458, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 NP0455'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0342 ***********************************************************************
 NP0342  DESIGNATION -  Q 342
 NP0342  PID         -  NP0342
 NP0342  STATE/COUNTY-  NE/BOX BUTTE
 NP0342  USGS QUAD   -  HEMINGFORD (1948)
 NP0342
 NP0342                         *CURRENT SURVEY CONTROL
 NP0342  ___________________________________________________________________
 NP0342* NAD 83(1986)-  42 19 00.     (N)    103 03 46.     (W)     SCALED    
 NP0342* NAVD 88     -      1294.787  (meters)    4247.98   (feet)  ADJUSTED  
 NP0342  ___________________________________________________________________
 NP0342  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 NP0342  DYNAMIC HT  -        1294.032 (meters)    4245.50  (feet)  COMP
 NP0342  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 NP0342
 NP0342  VERT ORDER  -  FIRST     CLASS II
 NP0342
 NP0342.The horizontal coordinates were scaled from a topographic map and have
 NP0342.an estimated accuracy of +/- 6 seconds.
 NP0342
 NP0342.The orthometric height was determined by differential leveling
 NP0342.and adjusted by the National Geodetic Survey in June 1991..
 NP0342
 NP0342.The geoid height was determined by GEOID03.
 NP0342
 NP0342.The dynamic height is computed by dividing the NAVD 88
 NP0342.geopotential number by the normal gravity value computed on the
 NP0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0342.degrees latitude (g = 980.6199 gals.).
 NP0342
 NP0342.The modeled gravity was interpolated from observed gravity values.
 NP0342
 NP0342;                    North         East    Units  Estimated Accuracy
 NP0342;SPC NE       -   280,190.      247,620.      MT  (+/- 180 meters Scaled)
 NP0342
 NP0342                          SUPERSEDED SURVEY CONTROL
 NP0342
 NP0342  NGVD 29 (??/??/92) 1294.160  (m)         4245.92   (f) ADJ UNCH    1 2
 NP0342
 NP0342.Superseded values are not recommended for survey control.
 NP0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0342.See file dsdata.txt to determine how the superseded data were derived.
 NP0342
 NP0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG596867(NAD 83)
 NP0342_MARKER: DB = BENCH MARK DISK
 NP0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0342_SP_SET: CONCRETE POST
 NP0342_STAMPING: Q 342 1956
 NP0342_MARK LOGO: CGS   
 NP0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0342+STABILITY: SURFACE MOTION
 NP0342
 NP0342  HISTORY     - Date     Condition        Report By
 NP0342  HISTORY     - 1956     MONUMENTED       CGS
 NP0342  HISTORY     - 1985     GOOD             NGS
 NP0342
 NP0342                          STATION DESCRIPTION
 NP0342
 NP0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0342'0.8 MI SE FROM HEMINGFORD.
 NP0342'0.8 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0342'RAILROAD FROM THE STATION AT HEMINGFORD, 4 POLES SOUTHEAST OF
 NP0342'MILEPOST 384, 62 FEET NORTH OF THE CENTER OF A PRIVATE ROAD
 NP0342'CROSSING, 44.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 9.5 FEET
 NP0342'NORTHEAST OF A TELEPHONE POLE, 2.2 FEET SOUTHWEST OF A FENCE,
 NP0342'1.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 NP0342'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN
 NP0342'SECTION 17, TOWNSHIP 27 NORTH, RANGE 49 WEST.
 NP0342
 NP0342                          STATION RECOVERY (1985)
 NP0342
 NP0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0342'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--0.88 KM (0.55 MI) SOUTHEAST
 NP0342'ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 87 AT
 NP0342'HEMINGFORD.
 NP0342'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0152 ***********************************************************************
 MN0152  DESIGNATION -  Q 344
 MN0152  PID         -  MN0152
 MN0152  STATE/COUNTY-  NE/MORRILL
 MN0152  USGS QUAD   -  ANGORA SE (1965)
 MN0152
 MN0152                         *CURRENT SURVEY CONTROL
 MN0152  ___________________________________________________________________
 MN0152* NAD 83(1986)-  41 45 44.     (N)    103 07 23.     (W)     SCALED    
 MN0152* NAVD 88     -      1197.473  (meters)    3928.71   (feet)  POSTED    
 MN0152  ___________________________________________________________________
 MN0152  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 MN0152  DYNAMIC HT  -        1196.710 (meters)    3926.21  (feet)  COMP
 MN0152  MODELED GRAV-     979,944.4   (mgal)                       NAVD 88
 MN0152
 MN0152  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MN0152
 MN0152.The horizontal coordinates were scaled from a topographic map and have
 MN0152.an estimated accuracy of +/- 6 seconds.
 MN0152
 MN0152.The orthometric height was determined by differential leveling
 MN0152.and adjusted by the National Geodetic Survey in 1992..
 MN0152.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MN0152.rate of 1.1 thru 2.0 mm/km.
 MN0152
 MN0152.The geoid height was determined by GEOID03.
 MN0152
 MN0152.The dynamic height is computed by dividing the NAVD 88
 MN0152.geopotential number by the normal gravity value computed on the
 MN0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0152.degrees latitude (g = 980.6199 gals.).
 MN0152
 MN0152.The modeled gravity was interpolated from observed gravity values.
 MN0152
 MN0152;                    North         East    Units  Estimated Accuracy
 MN0152;SPC NE       -   218,850.      240,430.      MT  (+/- 180 meters Scaled)
 MN0152
 MN0152                          SUPERSEDED SURVEY CONTROL
 MN0152
 MN0152  NGVD 29 (??/??/92) 1196.872  (m)         3926.74   (f) ADJ UNCH    1 2
 MN0152
 MN0152.Superseded values are not recommended for survey control.
 MN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0152.See file dsdata.txt to determine how the superseded data were derived.
 MN0152
 MN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG560250(NAD 83)
 MN0152_MARKER: DB = BENCH MARK DISK
 MN0152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MN0152_SP_SET: ABUTMENT
 MN0152_STAMPING: Q 344 1956
 MN0152_MARK LOGO: CGS   
 MN0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0152+STABILITY: SURFACE MOTION
 MN0152
 MN0152  HISTORY     - Date     Condition        Report By
 MN0152  HISTORY     - 1956     MONUMENTED       CGS
 MN0152  HISTORY     - 1985     GOOD             NGS
 MN0152
 MN0152                          STATION DESCRIPTION
 MN0152
 MN0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0152'7.6 MI N FROM BRIDGEPORT.
 MN0152'7.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0152'FROM THE STATION AT BRIDGEPORT, 1 POLE SOUTH OF MILEPOST 29,
 MN0152'4.9 FEET WEST OF THE WEST RAIL, 1.1 MILES SOUTH OF BENCH MARK
 MN0152'F 10, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MN0152'WEST END OF THE NORTH ABUTMENT OF BRIDGE 29.02, IN SECTION 28,
 MN0152'TOWNSHIP 21 NORTH, RANGE 50 WEST.
 MN0152
 MN0152                          STATION RECOVERY (1985)
 MN0152
 MN0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1717 ***********************************************************************
 MK1717  DESIGNATION -  Q 345
 MK1717  PID         -  MK1717
 MK1717  STATE/COUNTY-  NE/PLATTE
 MK1717  USGS QUAD   -  LINDSAY (1985)
 MK1717
 MK1717                         *CURRENT SURVEY CONTROL
 MK1717  ___________________________________________________________________
 MK1717* NAD 83(1986)-  41 39 22.     (N)    097 39 29.     (W)     SCALED    
 MK1717* NAVD 88     -       495.784  (meters)    1626.58   (feet)  ADJUSTED  
 MK1717  ___________________________________________________________________
 MK1717  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 MK1717  DYNAMIC HT  -         495.570 (meters)    1625.88  (feet)  COMP
 MK1717  MODELED GRAV-     980,175.7   (mgal)                       NAVD 88
 MK1717
 MK1717  VERT ORDER  -  SECOND    CLASS 0
 MK1717
 MK1717.The horizontal coordinates were scaled from a topographic map and have
 MK1717.an estimated accuracy of +/- 6 seconds.
 MK1717
 MK1717.The orthometric height was determined by differential leveling
 MK1717.and adjusted by the National Geodetic Survey in June 1991..
 MK1717
 MK1717.The geoid height was determined by GEOID03.
 MK1717
 MK1717.The dynamic height is computed by dividing the NAVD 88
 MK1717.geopotential number by the normal gravity value computed on the
 MK1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1717.degrees latitude (g = 980.6199 gals.).
 MK1717
 MK1717.The modeled gravity was interpolated from observed gravity values.
 MK1717
 MK1717;                    North         East    Units  Estimated Accuracy
 MK1717;SPC NE       -   205,020.      694,980.      MT  (+/- 180 meters Scaled)
 MK1717
 MK1717                          SUPERSEDED SURVEY CONTROL
 MK1717
 MK1717  NGVD 29 (??/??/92)  495.588  (m)         1625.94   (f) ADJ UNCH    2 0
 MK1717
 MK1717.Superseded values are not recommended for survey control.
 MK1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1717.See file dsdata.txt to determine how the superseded data were derived.
 MK1717
 MK1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM117124(NAD 83)
 MK1717_MARKER: DB = BENCH MARK DISK
 MK1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1717_STAMPING: Q 345 1957
 MK1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1717+STABILITY: SURFACE MOTION
 MK1717
 MK1717  HISTORY     - Date     Condition        Report By
 MK1717  HISTORY     - 1957     MONUMENTED       CGS
 MK1717
 MK1717                          STATION DESCRIPTION
 MK1717
 MK1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1717'4.1 MI SE FROM LINDSAY.
 MK1717'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 91 FROM THE STATION
 MK1717'AT LINDSAY, THENCE 1.0 MILE SOUTH, THENCE 1.0 MILE SOUTHEAST
 MK1717'ALONG A WINDING ROAD, THENCE 1.0 MILE SOUTH, IN SECTION 3,
 MK1717'T. 19 N., R. 3 W., 50 FEET SOUTH OF THE CENTER LINE OF AN
 MK1717'EAST-WEST ROAD, 17 FEET EAT OF THE CENTER LINE OF NORTH-SOUTH
 MK1717'ROAD, 54 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION,
 MK1717'7 1/2 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE
 MK1717'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 MK1717'LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST THAT
 MK1717'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0135 ***********************************************************************
 NO0135  DESIGNATION -  Q 346
 NO0135  PID         -  NO0135
 NO0135  STATE/COUNTY-  NE/CHERRY
 NO0135  USGS QUAD   -  CROOKSTON EAST (1983)
 NO0135
 NO0135                         *CURRENT SURVEY CONTROL
 NO0135  ___________________________________________________________________
 NO0135* NAD 83(1986)-  42 54 20.     (N)    100 41 11.     (W)     SCALED    
 NO0135* NAVD 88     -       797.403  (meters)    2616.15   (feet)  ADJUSTED  
 NO0135  ___________________________________________________________________
 NO0135  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 NO0135  DYNAMIC HT  -         797.083 (meters)    2615.10  (feet)  COMP
 NO0135  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 NO0135
 NO0135  VERT ORDER  -  FIRST     CLASS II
 NO0135
 NO0135.The horizontal coordinates were scaled from a topographic map and have
 NO0135.an estimated accuracy of +/- 6 seconds.
 NO0135
 NO0135.The orthometric height was determined by differential leveling
 NO0135.and adjusted by the National Geodetic Survey in June 1991..
 NO0135
 NO0135.The geoid height was determined by GEOID03.
 NO0135
 NO0135.The dynamic height is computed by dividing the NAVD 88
 NO0135.geopotential number by the normal gravity value computed on the
 NO0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0135.degrees latitude (g = 980.6199 gals.).
 NO0135
 NO0135.The modeled gravity was interpolated from observed gravity values.
 NO0135
 NO0135;                    North         East    Units  Estimated Accuracy
 NO0135;SPC NE       -   341,350.      443,950.      MT  (+/- 180 meters Scaled)
 NO0135
 NO0135                          SUPERSEDED SURVEY CONTROL
 NO0135
 NO0135  NGVD 29 (??/??/92)  797.103  (m)         2615.16   (f) ADJ UNCH    1 2
 NO0135
 NO0135.Superseded values are not recommended for survey control.
 NO0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0135.See file dsdata.txt to determine how the superseded data were derived.
 NO0135
 NO0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN623517(NAD 83)
 NO0135_MARKER: DB = BENCH MARK DISK
 NO0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0135_STAMPING: Q 346 1957
 NO0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0135+STABILITY: SURFACE MOTION
 NO0135
 NO0135  HISTORY     - Date     Condition        Report By
 NO0135  HISTORY     - 1957     MONUMENTED       CGS
 NO0135
 NO0135                          STATION DESCRIPTION
 NO0135
 NO0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0135'3.6 MI E FROM CROOKSTON.
 NO0135'ABOUT 3.6 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0135'FROM THE STATION AT CROOKSTON, IN SECTION 24, T. 34 N., R. 29 W.,
 NO0135'5 POLES NORTHWEST OF MILEPOST 277, 50 FEET NORTHEAST OF THE
 NO0135'NORTHEAST RAIL, 2 1/2 FEET SOUTH OF A TELEPHONE POLE, 2 FEET
 NO0135'NORTH OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NO0135'POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST
 NO0135'WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0229 ***********************************************************************
 NP0229  DESIGNATION -  Q 348
 NP0229  PID         -  NP0229
 NP0229  STATE/COUNTY-  NE/DAWES
 NP0229  USGS QUAD   -  CHADRON EAST (1970)
 NP0229
 NP0229                         *CURRENT SURVEY CONTROL
 NP0229  ___________________________________________________________________
 NP0229* NAD 83(1986)-  42 49 50.     (N)    102 58 22.     (W)     SCALED    
 NP0229* NAVD 88     -      1029.259  (meters)    3376.83   (feet)  ADJUSTED  
 NP0229  ___________________________________________________________________
 NP0229  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 NP0229  DYNAMIC HT  -        1028.753 (meters)    3375.17  (feet)  COMP
 NP0229  MODELED GRAV-     980,093.9   (mgal)                       NAVD 88
 NP0229
 NP0229  VERT ORDER  -  FIRST     CLASS II
 NP0229
 NP0229.The horizontal coordinates were scaled from a topographic map and have
 NP0229.an estimated accuracy of +/- 6 seconds.
 NP0229
 NP0229.The orthometric height was determined by differential leveling
 NP0229.and adjusted by the National Geodetic Survey in June 1991..
 NP0229
 NP0229.The geoid height was determined by GEOID03.
 NP0229
 NP0229.The dynamic height is computed by dividing the NAVD 88
 NP0229.geopotential number by the normal gravity value computed on the
 NP0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0229.degrees latitude (g = 980.6199 gals.).
 NP0229
 NP0229.The modeled gravity was interpolated from observed gravity values.
 NP0229
 NP0229;                    North         East    Units  Estimated Accuracy
 NP0229;SPC NE       -   336,980.      257,000.      MT  (+/- 180 meters Scaled)
 NP0229
 NP0229                          SUPERSEDED SURVEY CONTROL
 NP0229
 NP0229  NGVD 29 (??/??/92) 1028.722  (m)         3375.07   (f) ADJ UNCH    1 2
 NP0229
 NP0229.Superseded values are not recommended for survey control.
 NP0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0229.See file dsdata.txt to determine how the superseded data were derived.
 NP0229
 NP0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH656439(NAD 83)
 NP0229_MARKER: DB = BENCH MARK DISK
 NP0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0229_STAMPING: Q 348 1957
 NP0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0229+STABILITY: SURFACE MOTION
 NP0229
 NP0229  HISTORY     - Date     Condition        Report By
 NP0229  HISTORY     - 1957     MONUMENTED       CGS
 NP0229  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 NP0229
 NP0229                          STATION DESCRIPTION
 NP0229
 NP0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0229'1.2 MI E FROM CHADRON.
 NP0229'ABOUT 1.25 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0229'FROM THE STATION AT CHADRON, IN SECTION 16, T. 33 N., R. 48 W.,
 NP0229'127 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 42 FEET SOUTH
 NP0229'OF THE SOUTH RAIL OF THE MOST SOUTHERLY SIDE TRACK, 8 FEET NORTH OF
 NP0229'THE FIRST POLE EAST OF MILEPOST 405, 31 FEET NORTH OF THE FENCE
 NP0229'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF
 NP0229'A CONCRETE POST WHICH PROJECTS 5 INCHES.  NOTE-- EVIDENCE IN AREA
 NP0229'OF BENCH MARK SUGGEST THAT IT WAS REMOVED BY HEAVY EQUIPMENT.
 NP0229
 NP0229                          STATION RECOVERY (1974)
 NP0229
 NP0229'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NP0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0271 ***********************************************************************
 NP0271  DESIGNATION -  Q 349
 NP0271  PID         -  NP0271
 NP0271  STATE/COUNTY-  NE/DAWES
 NP0271  USGS QUAD   -  CRAWFORD (1980)
 NP0271
 NP0271                         *CURRENT SURVEY CONTROL
 NP0271  ___________________________________________________________________
 NP0271* NAD 83(1986)-  42 42 46.     (N)    103 25 23.     (W)     SCALED    
 NP0271* NAVD 88     -      1128.312  (meters)    3701.80   (feet)  POSTED    
 NP0271  ___________________________________________________________________
 NP0271  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 NP0271  DYNAMIC HT  -        1127.710 (meters)    3699.83  (feet)  COMP
 NP0271  MODELED GRAV-     980,049.3   (mgal)                       NAVD 88
 NP0271
 NP0271  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NP0271
 NP0271.The horizontal coordinates were scaled from a topographic map and have
 NP0271.an estimated accuracy of +/- 6 seconds.
 NP0271
 NP0271.The orthometric height was determined by differential leveling
 NP0271.and adjusted by the National Geodetic Survey in 1992..
 NP0271.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NP0271.rate of 3.1 thru 4.0 mm/km.
 NP0271
 NP0271.The geoid height was determined by GEOID03.
 NP0271
 NP0271.The dynamic height is computed by dividing the NAVD 88
 NP0271.geopotential number by the normal gravity value computed on the
 NP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0271.degrees latitude (g = 980.6199 gals.).
 NP0271
 NP0271.The modeled gravity was interpolated from observed gravity values.
 NP0271
 NP0271;                    North         East    Units  Estimated Accuracy
 NP0271;SPC NE       -   325,270.      219,690.      MT  (+/- 180 meters Scaled)
 NP0271
 NP0271                          SUPERSEDED SURVEY CONTROL
 NP0271
 NP0271  NGVD 29 (??/??/92) 1127.725  (m)         3699.88   (f) ADJ UNCH    1 2
 NP0271
 NP0271.Superseded values are not recommended for survey control.
 NP0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0271.See file dsdata.txt to determine how the superseded data were derived.
 NP0271
 NP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH291301(NAD 83)
 NP0271_MARKER: DB = BENCH MARK DISK
 NP0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0271_STAMPING: Q 349 1957
 NP0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0271+STABILITY: SURFACE MOTION
 NP0271
 NP0271  HISTORY     - Date     Condition        Report By
 NP0271  HISTORY     - 1957     MONUMENTED       CGS
 NP0271  HISTORY     - 1976     MARK NOT FOUND   USGS
 NP0271  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0271
 NP0271                          STATION DESCRIPTION
 NP0271
 NP0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0271'1.8 MI NW FROM CRAWFORD.
 NP0271'ABOUT 1.85 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0271'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 34,
 NP0271'T. 32 N., R. 52 W. 10 POLES SOUTH OF MILEPOST 425, 33 FEET EAST
 NP0271'OF THE EAST RAIL, 67 FEET SOUTHEAST OF THE CENTER OF A ROAD
 NP0271'CROSSING, 8 FEET SOUTH OF THE TENTH POLE SOUTH OF MILEPOST 425,
 NP0271'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE
 NP0271'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 NP0271
 NP0271                          STATION RECOVERY (1976)
 NP0271
 NP0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NP0271'MARK NOT FOUND.
 NP0271
 NP0271                          STATION RECOVERY (1985)
 NP0271
 NP0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0271'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0330 ***********************************************************************
 NP0330  DESIGNATION -  Q 35
 NP0330  PID         -  NP0330
 NP0330  STATE/COUNTY-  NE/DAWES
 NP0330  USGS QUAD   -  CHADRON WEST (1980)
 NP0330
 NP0330                         *CURRENT SURVEY CONTROL
 NP0330  ___________________________________________________________________
 NP0330* NAD 83(1986)-  42 51 41.     (N)    103 05 52.     (W)     SCALED    
 NP0330* NAVD 88     -       989.920  (meters)    3247.76   (feet)  ADJUSTED  
 NP0330  ___________________________________________________________________
 NP0330  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 NP0330  DYNAMIC HT  -         989.430 (meters)    3246.15  (feet)  COMP
 NP0330  MODELED GRAV-     980,093.2   (mgal)                       NAVD 88
 NP0330
 NP0330  VERT ORDER  -  FIRST     CLASS II
 NP0330
 NP0330.The horizontal coordinates were scaled from a topographic map and have
 NP0330.an estimated accuracy of +/- 6 seconds.
 NP0330
 NP0330.The orthometric height was determined by differential leveling
 NP0330.and adjusted by the National Geodetic Survey in June 1991..
 NP0330
 NP0330.The geoid height was determined by GEOID03.
 NP0330
 NP0330.The dynamic height is computed by dividing the NAVD 88
 NP0330.geopotential number by the normal gravity value computed on the
 NP0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0330.degrees latitude (g = 980.6199 gals.).
 NP0330
 NP0330.The modeled gravity was interpolated from observed gravity values.
 NP0330
 NP0330;                    North         East    Units  Estimated Accuracy
 NP0330;SPC NE       -   340,760.      246,910.      MT  (+/- 180 meters Scaled)
 NP0330
 NP0330                          SUPERSEDED SURVEY CONTROL
 NP0330
 NP0330  NGVD 29 (??/??/92)  989.373  (m)         3245.97   (f) ADJ UNCH    1 2
 NP0330
 NP0330.Superseded values are not recommended for survey control.
 NP0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0330.See file dsdata.txt to determine how the superseded data were derived.
 NP0330
 NP0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH553471(NAD 83)
 NP0330_MARKER: DB = BENCH MARK DISK
 NP0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0330_STAMPING: Q 35 1934
 NP0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0330+STABILITY: SURFACE MOTION
 NP0330
 NP0330  HISTORY     - Date     Condition        Report By
 NP0330  HISTORY     - 1934     MONUMENTED       CGS
 NP0330  HISTORY     - 1957     GOOD             NGS
 NP0330
 NP0330                          STATION DESCRIPTION
 NP0330
 NP0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0330'5.4 MI NW FROM CHADRON.
 NP0330'ABOUT 5.25 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0330'RAILWAY FROM THE STATION AT CHADRRON, THENCE 0.2 MILE NORTHWEST
 NP0330'ALONG A BRANCH LINE, AT THE NORTHWEST CORNER OF THE TRACK
 NP0330'TRIANGLE FORMED BY THE JUNCTION OF THE TWO TRACKS, IN SECTION 4,
 NP0330'T.33 N., R.49 W., 179 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 NP0330'CORNER OF BRIDGE H 1, 93 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 NP0330'89 FEET SOUTHWEST OF A SWITCH STAND, 3 1/2 FEET NORTHEAST OF
 NP0330'A FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 NP0330'1 FOOT BELOW THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 NP0330'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0334 ***********************************************************************
 NO0334  DESIGNATION -  Q 350
 NO0334  PID         -  NO0334
 NO0334  STATE/COUNTY-  NE/CHERRY
 NO0334  USGS QUAD   -  IRWIN SW (1990)
 NO0334
 NO0334                         *CURRENT SURVEY CONTROL
 NO0334  ___________________________________________________________________
 NO0334* NAD 83(1986)-  42 52 06.     (N)    101 58 46.     (W)     SCALED    
 NO0334* NAVD 88     -      1055.120  (meters)    3461.67   (feet)  ADJUSTED  
 NO0334  ___________________________________________________________________
 NO0334  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 NO0334  DYNAMIC HT  -        1054.634 (meters)    3460.08  (feet)  COMP
 NO0334  MODELED GRAV-     980,123.5   (mgal)                       NAVD 88
 NO0334
 NO0334  VERT ORDER  -  FIRST     CLASS II
 NO0334
 NO0334.The horizontal coordinates were scaled from a topographic map and have
 NO0334.an estimated accuracy of +/- 6 seconds.
 NO0334
 NO0334.The orthometric height was determined by differential leveling
 NO0334.and adjusted by the National Geodetic Survey in June 1991..
 NO0334
 NO0334.The geoid height was determined by GEOID03.
 NO0334
 NO0334.The dynamic height is computed by dividing the NAVD 88
 NO0334.geopotential number by the normal gravity value computed on the
 NO0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0334.degrees latitude (g = 980.6199 gals.).
 NO0334
 NO0334.The modeled gravity was interpolated from observed gravity values.
 NO0334
 NO0334;                    North         East    Units  Estimated Accuracy
 NO0334;SPC NE       -   338,850.      338,270.      MT  (+/- 180 meters Scaled)
 NO0334
 NO0334                          SUPERSEDED SURVEY CONTROL
 NO0334
 NO0334  NGVD 29 (??/??/92) 1054.661  (m)         3460.17   (f) ADJ UNCH    1 2
 NO0334
 NO0334.Superseded values are not recommended for survey control.
 NO0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0334.See file dsdata.txt to determine how the superseded data were derived.
 NO0334
 NO0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN566505(NAD 83)
 NO0334_MARKER: DB = BENCH MARK DISK
 NO0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0334_STAMPING: Q 350 1957
 NO0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0334+STABILITY: SURFACE MOTION
 NO0334
 NO0334  HISTORY     - Date     Condition        Report By
 NO0334  HISTORY     - 1957     MONUMENTED       CGS
 NO0334
 NO0334                          STATION DESCRIPTION
 NO0334
 NO0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0334'12.1 MI NE FROM GORDON.
 NO0334'ABOUT 12.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0334'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 40 W., AND
 NO0334'IN THE NORTHEAST QUARTER OF SECTION 1., 0.15 MILES SOUTHWEST OF
 NO0334'TWO SMALL CLUMPS OF TREES WHICH ARE LOCATED CLOSE TO A WOODEN
 NO0334'BRIDGE ACROSS A PRIVATE ROAD, 0.15 MILE NORTHEAST OF A T-FENCE
 NO0334'LINE AT THE NORTHEAST END OF A SHALLOW CUT, 49 FEET NORTHWEST
 NO0334'OF THE NORTHWEST RAIL, 16 FEET SOUTHEAST OF THE CENTER LINE OF
 NO0334'A PRIVATE TRACK ROAD, 1 1/2 FEET NORTHWEST OF THE NORTHWEST
 NO0334'RAILROAD RIGHT OF WAY FENCE, 1 1/2 FEET NORTHEAST OF A WHITE
 NO0334'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST WHICH
 NO0334'PROJECTS 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0028 ***********************************************************************
 NP0028  DESIGNATION -  Q 351
 NP0028  PID         -  NP0028
 NP0028  STATE/COUNTY-  NE/SHERIDAN
 NP0028  USGS QUAD   -  CLINTON (1969)
 NP0028
 NP0028                         *CURRENT SURVEY CONTROL
 NP0028  ___________________________________________________________________
 NP0028* NAD 83(1986)-  42 46 29.     (N)    102 18 37.     (W)     SCALED    
 NP0028* NAVD 88     -      1120.137  (meters)    3674.98   (feet)  ADJUSTED  
 NP0028  ___________________________________________________________________
 NP0028  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 NP0028  DYNAMIC HT  -        1119.593 (meters)    3673.20  (feet)  COMP
 NP0028  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 NP0028
 NP0028  VERT ORDER  -  FIRST     CLASS II
 NP0028
 NP0028.The horizontal coordinates were scaled from a topographic map and have
 NP0028.an estimated accuracy of +/- 6 seconds.
 NP0028
 NP0028.The orthometric height was determined by differential leveling
 NP0028.and adjusted by the National Geodetic Survey in June 1991..
 NP0028
 NP0028.The geoid height was determined by GEOID03.
 NP0028
 NP0028.The dynamic height is computed by dividing the NAVD 88
 NP0028.geopotential number by the normal gravity value computed on the
 NP0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0028.degrees latitude (g = 980.6199 gals.).
 NP0028
 NP0028.The modeled gravity was interpolated from observed gravity values.
 NP0028
 NP0028;                    North         East    Units  Estimated Accuracy
 NP0028;SPC NE       -   329,120.      310,970.      MT  (+/- 180 meters Scaled)
 NP0028
 NP0028                          SUPERSEDED SURVEY CONTROL
 NP0028
 NP0028  NGVD 29 (??/??/92) 1119.635  (m)         3673.34   (f) ADJ UNCH    1 2
 NP0028
 NP0028.Superseded values are not recommended for survey control.
 NP0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0028.See file dsdata.txt to determine how the superseded data were derived.
 NP0028
 NP0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH200393(NAD 83)
 NP0028_MARKER: DB = BENCH MARK DISK
 NP0028_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0028_SP_SET: 18 1/2 FEET
 NP0028_STAMPING: Q 351 1957
 NP0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0028
 NP0028  HISTORY     - Date     Condition        Report By
 NP0028  HISTORY     - 1957     MONUMENTED       CGS
 NP0028
 NP0028                          STATION DESCRIPTION
 NP0028
 NP0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0028'2.2 MI NE FROM CLINTON.
 NP0028'ABOUT 2.25 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0028'RAILWAY FROM THE STATION AT CLINTON, IN T. 32 N., R. 42 W.,
 NP0028'SECTION 1., 486 FEET WEST-SOUTHWEST OF THE CENTER LINE OF A ROAD
 NP0028'CROSSING, 237 FEET SOUTHWEST OF A FENCE CORNER POST, 137 FEET
 NP0028'NORTH WEST OF THE 7TH POLE NORTHEAST OF MILE POST 366, 145 FEET
 NP0028'SOUTH-SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 94 FEET
 NP0028'NORTHWEST OF THE NORTH WEST RAIL, 2 FEET SOUTHEAST OF A FENCE,
 NP0028'1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 NP0028'ABOVE THE RAILS, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 NP0028'ROD WHICH IS DRIVEN TO A DEPTH OF 18 1/2 FEET.  ROD IS ENCASED
 NP0028'IN A 6-INCH TILE WHICH PROJECTS 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0218 ***********************************************************************
 NP0218  DESIGNATION -  Q 352
 NP0218  PID         -  NP0218
 NP0218  STATE/COUNTY-  NE/DAWES
 NP0218  USGS QUAD   -  BORDEAUX (1969)
 NP0218
 NP0218                         *CURRENT SURVEY CONTROL
 NP0218  ___________________________________________________________________
 NP0218* NAD 83(1986)-  42 46 35.     (N)    102 49 22.     (W)     SCALED    
 NP0218* NAVD 88     -      1120.239  (meters)    3675.32   (feet)  ADJUSTED  
 NP0218  ___________________________________________________________________
 NP0218  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 NP0218  DYNAMIC HT  -        1119.679 (meters)    3673.48  (feet)  COMP
 NP0218  MODELED GRAV-     980,081.6   (mgal)                       NAVD 88
 NP0218
 NP0218  VERT ORDER  -  FIRST     CLASS II
 NP0218
 NP0218.The horizontal coordinates were scaled from a topographic map and have
 NP0218.an estimated accuracy of +/- 6 seconds.
 NP0218
 NP0218.The orthometric height was determined by differential leveling
 NP0218.and adjusted by the National Geodetic Survey in June 1991..
 NP0218
 NP0218.The geoid height was determined by GEOID03.
 NP0218
 NP0218.The dynamic height is computed by dividing the NAVD 88
 NP0218.geopotential number by the normal gravity value computed on the
 NP0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0218.degrees latitude (g = 980.6199 gals.).
 NP0218
 NP0218.The modeled gravity was interpolated from observed gravity values.
 NP0218
 NP0218;                    North         East    Units  Estimated Accuracy
 NP0218;SPC NE       -   330,550.      269,060.      MT  (+/- 180 meters Scaled)
 NP0218
 NP0218                          SUPERSEDED SURVEY CONTROL
 NP0218
 NP0218  NGVD 29 (??/??/92) 1119.698  (m)         3673.54   (f) ADJ UNCH    1 2
 NP0218
 NP0218.Superseded values are not recommended for survey control.
 NP0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0218.See file dsdata.txt to determine how the superseded data were derived.
 NP0218
 NP0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH781382(NAD 83)
 NP0218_MARKER: DB = BENCH MARK DISK
 NP0218_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0218_SP_SET: 39 FT
 NP0218_STAMPING: Q 352 1957
 NP0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0218
 NP0218  HISTORY     - Date     Condition        Report By
 NP0218  HISTORY     - 1957     MONUMENTED       CGS
 NP0218
 NP0218                          STATION DESCRIPTION
 NP0218
 NP0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0218'9.6 MI NW FROM HAY SPRINGS.
 NP0218'ABOUT 9.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0218'RAILWAY FROM THE STATION AT HAY SPRINGS, 10.0 MILES SOUTHEAST
 NP0218'OF THE STATION AT CHADRON, 136 FEET NORTHEAST AND ACROSS THE TRACK
 NP0218'FROM THE SEVENTH POLE NORTHWEST OF MILEPOST 396, 91 FEET
 NP0218'NORTHEAST OF THE NORTHEAST RAIL, 55 FEET SOUTHWEST OF THE CENTER
 NP0218'LINE OF THE ABANDONED GRADE OF U.S. HIGHWAY 20, 6 FEET SOUTHWEST
 NP0218'OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 NP0218'ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL, A DISK CLAMPED ON
 NP0218'THE TOP OF A 5/8-INCH COPPERCOATED ROD THAT IS DRIVEN TO A DEPTH
 NP0218'OF 39 FEET.  THE ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6
 NP0218'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0210 ***********************************************************************
 NP0210  DESIGNATION -  Q 353
 NP0210  PID         -  NP0210
 NP0210  STATE/COUNTY-  NE/SHERIDAN
 NP0210  USGS QUAD   -  HAY SPRINGS (1966)
 NP0210
 NP0210                         *CURRENT SURVEY CONTROL
 NP0210  ___________________________________________________________________
 NP0210* NAD 83(1995)-  42 41 57.91168(N)    102 43 50.90006(W)     ADJUSTED  
 NP0210* NAVD 88     -      1183.551  (meters)    3883.03   (feet)  ADJUSTED  
 NP0210  ___________________________________________________________________
 NP0210  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 NP0210  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 NP0210  DYNAMIC HT  -        1182.941 (meters)    3881.03  (feet)  COMP
 NP0210  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 NP0210
 NP0210  HORZ ORDER  -  SECOND
 NP0210  VERT ORDER  -  FIRST     CLASS II
 NP0210
 NP0210.The horizontal coordinates were established by classical geodetic methods
 NP0210.and adjusted by the National Geodetic Survey in August 1997..
 NP0210
 NP0210.The orthometric height was determined by differential leveling
 NP0210.and adjusted by the National Geodetic Survey in June 1991..
 NP0210
 NP0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0210
 NP0210.The geoid height was determined by GEOID03.
 NP0210
 NP0210.The dynamic height is computed by dividing the NAVD 88
 NP0210.geopotential number by the normal gravity value computed on the
 NP0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0210.degrees latitude (g = 980.6199 gals.).
 NP0210
 NP0210.The modeled gravity was interpolated from observed gravity values.
 NP0210
 NP0210;                    North         East     Units Scale Factor Converg.
 NP0210;SPC NE       -   321,764.938   276,310.064   MT  0.99987608   -1 48 34.9
 NP0210;UTM  13      - 4,729,933.398   685,861.296   MT  1.00002501   +1 32 21.5
 NP0210
 NP0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0210!SPC NE       -   0.99981724  x   0.99987608  =   0.99969334
 NP0210!UTM  13      -   0.99981724  x   1.00002501  =   0.99984225
 NP0210
 NP0210                          SUPERSEDED SURVEY CONTROL
 NP0210
 NP0210  NAD 83(1995)-  42 41 57.91003(N)    102 43 50.90144(W) AD(       ) 2
 NP0210  NAD 83(1986)-  42 41 57.90313(N)    102 43 50.89401(W) AD(       ) 2
 NP0210  NAD 27      -  42 41 58.00153(N)    102 43 49.27983(W) AD(       ) 2
 NP0210  NGVD 29 (??/??/92) 1183.002  (m)         3881.23   (f) ADJ UNCH    1 2
 NP0210
 NP0210.Superseded values are not recommended for survey control.
 NP0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0210.See file dsdata.txt to determine how the superseded data were derived.
 NP0210
 NP0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH8586129933(NAD 83)
 NP0210_MARKER: DB = BENCH MARK DISK
 NP0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0210_STAMPING: Q 353 1957
 NP0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0210+STABILITY: SURFACE MOTION
 NP0210
 NP0210  HISTORY     - Date     Condition        Report By
 NP0210  HISTORY     - 1957     MONUMENTED       CGS
 NP0210  HISTORY     - 1968     GOOD             USGS
 NP0210
 NP0210                          STATION DESCRIPTION
 NP0210
 NP0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0210'2.4 MI NW FROM HAY SPRINGS.
 NP0210'ABOUT 2.4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0210'RAILWAY FROM THE STATION AT HAY SPRINGS, IN T. 31 N., R. 46 W.,
 NP0210'SECTION 4., 536 FEET EAST OF THE CENTER LINE OF A ROAD CROSSING,
 NP0210'257 FEET EAST OF THE NORTHEAST END OF A SMALL WOODEN RAILROAD
 NP0210'BRIDGE NUMBER 616, 90 FEET NORTH AND ACROSS THE TRACKS FROM
 NP0210'MILEPOST 389, 48 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF THE
 NP0210'NORTH RIGHT OF WAY FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 NP0210'RAILS, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND IN
 NP0210'THE TOP OF A CONCRETE POST WHICH PROJECTS 10 INCHES.
 NP0210
 NP0210                          STATION RECOVERY (1968)
 NP0210
 NP0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NP0210'LOCATED ABOUT 2.4 MILES NW ALONG THE CHICAGO AND NORTHWESTERN
 NP0210'RAILWAY FROM THE STATION IN HAY SPRINGS, IN T31N R46W, SEC. 4,
 NP0210'536 FEET E OF THE CENTER LINE OF A ROAD CROSSING, 257 FEET
 NP0210'E OF THE NORTHEAST END OF A SMALL WOODEN RAILROAD BRIDGE
 NP0210'NUMBER 616, 90 FEET N AND ACROSS THE TRACKS FROM MILEPOST
 NP0210'389, 48 FEET N OF THE NORTH RAIL, 2 FEET S OF THE N RIGHT-OF-WAY
 NP0210'FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS AND 2-1/2
 NP0210'FEET E OF A WHITE WOODEN WITNESS POST.  THE MARK IS A C AND GS
 NP0210'DISK STAMPED Q 353 1957 SET IN TOP OF A CONCRETE POST
 NP0210'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1372 ***********************************************************************
 NM1372  DESIGNATION -  Q 36
 NM1372  PID         -  NM1372
 NM1372  STATE/COUNTY-  NE/KNOX
 NM1372  USGS QUAD   -  SPRINGFIELD (1978)
 NM1372
 NM1372                         *CURRENT SURVEY CONTROL
 NM1372  ___________________________________________________________________
 NM1372* NAD 83(1986)-  42 45 09.     (N)    097 59 17.     (W)     SCALED    
 NM1372* NAVD 88     -       372.271  (meters)    1221.36   (feet)  ADJUSTED  
 NM1372  ___________________________________________________________________
 NM1372  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 NM1372  DYNAMIC HT  -         372.152 (meters)    1220.97  (feet)  COMP
 NM1372  MODELED GRAV-     980,291.0   (mgal)                       NAVD 88
 NM1372
 NM1372  VERT ORDER  -  SECOND    CLASS 0
 NM1372
 NM1372.The horizontal coordinates were scaled from a topographic map and have
 NM1372.an estimated accuracy of +/- 6 seconds.
 NM1372
 NM1372.The orthometric height was determined by differential leveling
 NM1372.and adjusted by the National Geodetic Survey in June 1991..
 NM1372.WARNING-Repeat measurements at this control monument indicate possible
 NM1372.vertical movement.
 NM1372
 NM1372.The geoid height was determined by GEOID03.
 NM1372
 NM1372.The dynamic height is computed by dividing the NAVD 88
 NM1372.geopotential number by the normal gravity value computed on the
 NM1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1372.degrees latitude (g = 980.6199 gals.).
 NM1372
 NM1372.The modeled gravity was interpolated from observed gravity values.
 NM1372
 NM1372;                    North         East    Units  Estimated Accuracy
 NM1372;SPC NE       -   326,040.      664,680.      MT  (+/- 180 meters Scaled)
 NM1372
 NM1372                          SUPERSEDED SURVEY CONTROL
 NM1372
 NM1372  NGVD 29 (??/??/92)  372.061  (m)         1220.67   (f) ADJ UNCH    2 0
 NM1372
 NM1372.Superseded values are not recommended for survey control.
 NM1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1372.See file dsdata.txt to determine how the superseded data were derived.
 NM1372
 NM1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN828338(NAD 83)
 NM1372_MARKER: DB = BENCH MARK DISK
 NM1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1372_STAMPING: Q 36 1934
 NM1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1372+STABILITY: SURFACE MOTION
 NM1372
 NM1372  HISTORY     - Date     Condition        Report By
 NM1372  HISTORY     - 1934     MONUMENTED       CGS
 NM1372  HISTORY     - 1949     POOR             NGS
 NM1372  HISTORY     - 1949     GOOD             NGS
 NM1372  HISTORY     - 1974     MARK NOT FOUND   USGS
 NM1372
 NM1372                          STATION DESCRIPTION
 NM1372
 NM1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1372'2.5 MI E FROM NIOBRARA.
 NM1372'2.5 MILES EAST ALONG STATE HIGHWAY 12 FROM THE CHICAGO AND
 NM1372'NORTH WESTERN RAILWAY STATION AT NIOBRARA, THENCE 0.1 MILE NORTH
 NM1372'ALONG A GRAVELED ROAD THAT LEADS TO THE FERRY, 66 FEET WEST
 NM1372'OF THE CENTER LINE OF THE ROAD, 22 FEET NORTH OF A DITCH WHICH
 NM1372'USED TO BE THE NORTH DITCH OF OLD HIGHWAY 12, 8 FEET NORTH OF
 NM1372'A FENCE CORNER POST, 1.0 FOOT SOUTH OF A REFERENCE POST, SET
 NM1372'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NM1372'GROUND.
 NM1372
 NM1372                          STATION RECOVERY (1949)
 NM1372
 NM1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM1372'RECOVERED IN GOOD CONDITION.
 NM1372
 NM1372                          STATION RECOVERY (1974)
 NM1372
 NM1372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NM1372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0041 ***********************************************************************
 LG0041  DESIGNATION -  Q 363
 LG0041  PID         -  LG0041
 LG0041  STATE/COUNTY-  NE/OTOE
 LG0041  USGS QUAD   -  PALMYRA (1966)
 LG0041
 LG0041                         *CURRENT SURVEY CONTROL
 LG0041  ___________________________________________________________________
 LG0041* NAD 83(1986)-  40 43 34.     (N)    096 23 13.     (W)     SCALED    
 LG0041* NAVD 88     -       377.517  (meters)    1238.57   (feet)  ADJUSTED  
 LG0041  ___________________________________________________________________
 LG0041  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 LG0041  DYNAMIC HT  -         377.352 (meters)    1238.03  (feet)  COMP
 LG0041  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 LG0041
 LG0041  VERT ORDER  -  SECOND    CLASS 0
 LG0041
 LG0041.The horizontal coordinates were scaled from a topographic map and have
 LG0041.an estimated accuracy of +/- 6 seconds.
 LG0041
 LG0041.The orthometric height was determined by differential leveling
 LG0041.and adjusted by the National Geodetic Survey in June 1991..
 LG0041
 LG0041.The geoid height was determined by GEOID03.
 LG0041
 LG0041.The dynamic height is computed by dividing the NAVD 88
 LG0041.geopotential number by the normal gravity value computed on the
 LG0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0041.degrees latitude (g = 980.6199 gals.).
 LG0041
 LG0041.The modeled gravity was interpolated from observed gravity values.
 LG0041
 LG0041;                    North         East    Units  Estimated Accuracy
 LG0041;SPC NE       -   105,500.      805,080.      MT  (+/- 180 meters Scaled)
 LG0041
 LG0041                          SUPERSEDED SURVEY CONTROL
 LG0041
 LG0041  NGVD 29 (??/??/92)  377.422  (m)         1238.26   (f) ADJ UNCH    2 0
 LG0041
 LG0041.Superseded values are not recommended for survey control.
 LG0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0041.See file dsdata.txt to determine how the superseded data were derived.
 LG0041
 LG0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL206116(NAD 83)
 LG0041_MARKER: DB = BENCH MARK DISK
 LG0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0041_STAMPING: Q 363 1961
 LG0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0041+STABILITY: SURFACE MOTION
 LG0041
 LG0041  HISTORY     - Date     Condition        Report By
 LG0041  HISTORY     - 1961     MONUMENTED       CGS
 LG0041
 LG0041                          STATION DESCRIPTION
 LG0041
 LG0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0041'1.6 MI N FROM PALMYRA.
 LG0041'1.55 MILES NORTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LG0041'AND QUINCY RAILROAD STATION AT PALMYRA, 59 FEET NORTH OF THE
 LG0041'CENTER OF N-S ROAD, 40 FEET EAST OF A E-W ROAD, 3.7 FEET NORTH
 LG0041'OF A GAS LINE SIGN, 1.7 FEET NORTH OF A METAL WITNESS POST WITH
 LG0041'SIGN, 2 FEET HIGHER THAN THE ROAD, SET IN TOP OF A SQUARE
 LG0041'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0101 ***********************************************************************
 LG0101  DESIGNATION -  Q 364
 LG0101  PID         -  LG0101
 LG0101  STATE/COUNTY-  NE/CASS
 LG0101  USGS QUAD   -  AVOCA (1966)
 LG0101
 LG0101                         *CURRENT SURVEY CONTROL
 LG0101  ___________________________________________________________________
 LG0101* NAD 83(1986)-  40 50 32.     (N)    096 06 53.     (W)     SCALED    
 LG0101* NAVD 88     -       342.082  (meters)    1122.31   (feet)  ADJUSTED  
 LG0101  ___________________________________________________________________
 LG0101  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 LG0101  DYNAMIC HT  -         341.933 (meters)    1121.83  (feet)  COMP
 LG0101  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 LG0101
 LG0101  VERT ORDER  -  SECOND    CLASS 0
 LG0101
 LG0101.The horizontal coordinates were scaled from a topographic map and have
 LG0101.an estimated accuracy of +/- 6 seconds.
 LG0101
 LG0101.The orthometric height was determined by differential leveling
 LG0101.and adjusted by the National Geodetic Survey in June 1991..
 LG0101
 LG0101.The geoid height was determined by GEOID03.
 LG0101
 LG0101.The dynamic height is computed by dividing the NAVD 88
 LG0101.geopotential number by the normal gravity value computed on the
 LG0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0101.degrees latitude (g = 980.6199 gals.).
 LG0101
 LG0101.The modeled gravity was interpolated from observed gravity values.
 LG0101
 LG0101;                    North         East    Units  Estimated Accuracy
 LG0101;SPC NE       -   119,370.      827,470.      MT  (+/- 180 meters Scaled)
 LG0101
 LG0101                          SUPERSEDED SURVEY CONTROL
 LG0101
 LG0101  NGVD 29 (??/??/92)  341.988  (m)         1122.01   (f) ADJ UNCH    2 0
 LG0101
 LG0101.Superseded values are not recommended for survey control.
 LG0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0101.See file dsdata.txt to determine how the superseded data were derived.
 LG0101
 LG0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL432252(NAD 83)
 LG0101_MARKER: DB = BENCH MARK DISK
 LG0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0101_STAMPING: Q 364 1961
 LG0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0101+STABILITY: SURFACE MOTION
 LG0101
 LG0101  HISTORY     - Date     Condition        Report By
 LG0101  HISTORY     - 1961     MONUMENTED       CGS
 LG0101  HISTORY     - 1984     GOOD             NGS
 LG0101
 LG0101                          STATION DESCRIPTION
 LG0101
 LG0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0101'2.6 MI SE FROM WEEPING WATER.
 LG0101'2.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LG0101'STATION AT WEEPING WATER, 3.3 MILES NORTHWEST ALONG THE MISSOURI
 LG0101'PACIFIC RAILROAD FROM THE STATION AT AVOCA, 59 FEET WEST OF
 LG0101'MILEPOST 452+20, 46 FEET NORTHWEST OF THE CENTER OF OLD ROAD
 LG0101'CROSSING, 28.4 FEET WEST OF THE WEST RAIL, 22 FEET NORTH OF THE
 LG0101'CENTER OF AN OLD ROAD, 1.8 FEET EAST OF A METAL WITNESS POST
 LG0101'WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4
 LG0101'INCHES AND ABOUT 3 FEET HIGHER THAN THE TRACK.
 LG0101
 LG0101                          STATION RECOVERY (1984)
 LG0101
 LG0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LG0101'ABOUT 0.08 KM (0.05 MI ) WEST FROM THE POST OFICE IN AVOCA, THENCE
 LG0101'2.09 KM (1.3 MI) RIGHT AND NORTH ALONG STATE HIGHWAY 13 C SPUR TO
 LG0101'U.S. HIGHWAY 34, THENCE 3.22 KM (2.0 MI) NORTH ALONG A GRAVELED ROAD,
 LG0101'TO A SHARP CURVE LEFT AND WEST THENCE 0.40 KM (0.25 MI) RIGHT AND
 LG0101'EAST, ACROSS A FIELD AND FOLLOWING THE EXTENDED CENTERLINE OF THE
 LG0101'ROAD GOING WEST, TO THE MARK ONTHE SOUTH BANK OF A PAVINE, IN THE
 LG0101'NORTHWEST ANGLE OF AN OLD ABANDONED ROAD AND AN OLD RAILROAD GRADE, 9
 LG0101'M (30 FT) WEST FROM THE CENTERLINE OF THE OLD RAILROAD GRADE, 7.6 M
 LG0101'(25 FT) NORTH OF THE OLD ROAD. MARK MAY BE REACHED FROM THE MORAC
 LG0101'STATION IN WEEPING WATER BY GOING 2.25 KM (1.4 MI) EASY ALONG THE
 LG0101'RAILROAD, THENCE 3.22 KM (2.0 MI) SOUTH ALONG A WINDING ROAD, THENCE
 LG0101'1.05 KM (0.65 MI) RIGHT AND WEST TO A FARM HOUSE, THENCE WALK WEST
 LG0101'FOR 0.16 KM (0.1 MI) TO THE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0478 ***********************************************************************
 LG0478  DESIGNATION -  Q 365
 LG0478  PID         -  LG0478
 LG0478  STATE/COUNTY-  NE/SALINE
 LG0478  USGS QUAD   -  PLEASANT HILL (1964)
 LG0478
 LG0478                         *CURRENT SURVEY CONTROL
 LG0478  ___________________________________________________________________
 LG0478* NAD 83(1986)-  40 30 33.     (N)    097 07 20.     (W)     SCALED    
 LG0478* NAVD 88     -       460.572  (meters)    1511.06   (feet)  ADJUSTED  
 LG0478  ___________________________________________________________________
 LG0478  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 LG0478  DYNAMIC HT  -         460.320 (meters)    1510.23  (feet)  COMP
 LG0478  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 LG0478
 LG0478  VERT ORDER  -  SECOND    CLASS 0
 LG0478
 LG0478.The horizontal coordinates were scaled from a topographic map and have
 LG0478.an estimated accuracy of +/- 6 seconds.
 LG0478
 LG0478.The orthometric height was determined by differential leveling
 LG0478.and adjusted by the National Geodetic Survey in June 1991..
 LG0478
 LG0478.The geoid height was determined by GEOID03.
 LG0478
 LG0478.The dynamic height is computed by dividing the NAVD 88
 LG0478.geopotential number by the normal gravity value computed on the
 LG0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0478.degrees latitude (g = 980.6199 gals.).
 LG0478
 LG0478.The modeled gravity was interpolated from observed gravity values.
 LG0478
 LG0478;                    North         East    Units  Estimated Accuracy
 LG0478;SPC NE       -    79,100.      743,820.      MT  (+/- 180 meters Scaled)
 LG0478
 LG0478                          SUPERSEDED SURVEY CONTROL
 LG0478
 LG0478  NGVD 29 (??/??/92)  460.418  (m)         1510.55   (f) ADJ UNCH    2 0
 LG0478
 LG0478.Superseded values are not recommended for survey control.
 LG0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0478.See file dsdata.txt to determine how the superseded data were derived.
 LG0478
 LG0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK590859(NAD 83)
 LG0478_MARKER: DB = BENCH MARK DISK
 LG0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0478_STAMPING: Q 365 1961
 LG0478_MARK LOGO: CGS   
 LG0478_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0478+STABILITY: SURFACE MOTION
 LG0478
 LG0478  HISTORY     - Date     Condition        Report By
 LG0478  HISTORY     - 1961     MONUMENTED       CGS
 LG0478  HISTORY     - 19950417 GOOD             NGS
 LG0478
 LG0478                          STATION DESCRIPTION
 LG0478
 LG0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0478'9.8 MI SW FROM DORCHESTER.
 LG0478'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0478'FROM THE STATION AT DORCHESTER, THENCE 9.5 MILES SOUTH ALONG
 LG0478'STATE HIGHWAY 15, 66 FEET SOUTHWEST OF A CROSSING, 61 FEET WEST
 LG0478'OF THE CENTER LINE OF THE HIGHWAY, 42 FEET SOUTH OF THE CENTER
 LG0478'OF A GRAVEL ROAD, 24 FEET WEST OF A POWER POLE WITH TWO GUY
 LG0478'WIRES, 3 FEET HIGHER THAN THE HIGHWAY, 1.3 FEET EAST OF A METAL
 LG0478'WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST
 LG0478'PROJECTING 6 INCHES ABOVE GROUND.
 LG0478
 LG0478                          STATION RECOVERY (1995)
 LG0478
 LG0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 LG0478'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0282 ***********************************************************************
 NP0282  DESIGNATION -  Q 4
 NP0282  PID         -  NP0282
 NP0282  STATE/COUNTY-  NE/DAWES
 NP0282  USGS QUAD   -  HORN (1980)
 NP0282
 NP0282                         *CURRENT SURVEY CONTROL
 NP0282  ___________________________________________________________________
 NP0282* NAD 83(1986)-  42 48 58.     (N)    103 29 47.     (W)     SCALED    
 NP0282* NAVD 88     -      1136.009  (meters)    3727.06   (feet)  ADJUSTED  
 NP0282  ___________________________________________________________________
 NP0282  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 NP0282  DYNAMIC HT  -        1135.434 (meters)    3725.17  (feet)  COMP
 NP0282  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 NP0282
 NP0282  VERT ORDER  -  FIRST     CLASS II
 NP0282
 NP0282.The horizontal coordinates were scaled from a topographic map and have
 NP0282.an estimated accuracy of +/- 6 seconds.
 NP0282
 NP0282.The orthometric height was determined by differential leveling
 NP0282.and adjusted by the National Geodetic Survey in June 1991..
 NP0282
 NP0282.The geoid height was determined by GEOID03.
 NP0282
 NP0282.The dynamic height is computed by dividing the NAVD 88
 NP0282.geopotential number by the normal gravity value computed on the
 NP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0282.degrees latitude (g = 980.6199 gals.).
 NP0282
 NP0282.The modeled gravity was interpolated from observed gravity values.
 NP0282
 NP0282;                    North         East    Units  Estimated Accuracy
 NP0282;SPC NE       -   336,970.      214,150.      MT  (+/- 180 meters Scaled)
 NP0282
 NP0282                          SUPERSEDED SURVEY CONTROL
 NP0282
 NP0282  NGVD 29 (??/??/92) 1135.422  (m)         3725.13   (f) ADJ UNCH    1 2
 NP0282
 NP0282.Superseded values are not recommended for survey control.
 NP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0282.See file dsdata.txt to determine how the superseded data were derived.
 NP0282
 NP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH229414(NAD 83)
 NP0282_MARKER: P = PIPE CAP
 NP0282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NP0282_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NP0282_STAMPING: Q 4 ELEV 3724.806 FEET
 NP0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0282
 NP0282  HISTORY     - Date     Condition        Report By
 NP0282  HISTORY     - UNK      MONUMENTED       CGS
 NP0282  HISTORY     - 1957     GOOD             NGS
 NP0282  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0282
 NP0282                          STATION DESCRIPTION
 NP0282
 NP0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0282'10.2 MI NW FROM CRAWFORD.
 NP0282'ABOUT 10.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0282'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 19,
 NP0282'T. 33 N., R 52 W., 137 FEET SOUTH-SOUTHWEST AND ACROSS THE TRACK
 NP0282'FROM THE 4TH POLE NORTHWEST OF MILEPOST 433, 94 FEET SOUTHWEST
 NP0282'OF THE SOUTHWEST RAIL, 7 FEET NORTHEAST OF A FENCE LINE, 1 1/2
 NP0282'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 NP0282'THE RAIL, A CAP ON A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 NP0282
 NP0282                          STATION RECOVERY (1985)
 NP0282
 NP0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0282'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1155 ***********************************************************************
 NM1155  DESIGNATION -  Q 40
 NM1155  PID         -  NM1155
 NM1155  STATE/COUNTY-  NE/CEDAR
 NM1155  USGS QUAD   -  LAUREL (1971)
 NM1155
 NM1155                         *CURRENT SURVEY CONTROL
 NM1155  ___________________________________________________________________
 NM1155* NAD 83(1986)-  42 25 19.     (N)    097 04 15.     (W)     SCALED    
 NM1155* NAVD 88     -       446.646  (meters)    1465.37   (feet)  ADJUSTED  
 NM1155  ___________________________________________________________________
 NM1155  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 NM1155  DYNAMIC HT  -         446.495 (meters)    1464.88  (feet)  COMP
 NM1155  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 NM1155
 NM1155  VERT ORDER  -  SECOND    CLASS 0
 NM1155
 NM1155.The horizontal coordinates were scaled from a topographic map and have
 NM1155.an estimated accuracy of +/- 6 seconds.
 NM1155
 NM1155.The orthometric height was determined by differential leveling
 NM1155.and adjusted by the National Geodetic Survey in June 1991..
 NM1155
 NM1155.The geoid height was determined by GEOID03.
 NM1155
 NM1155.The dynamic height is computed by dividing the NAVD 88
 NM1155.geopotential number by the normal gravity value computed on the
 NM1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1155.degrees latitude (g = 980.6199 gals.).
 NM1155
 NM1155.The modeled gravity was interpolated from observed gravity values.
 NM1155
 NM1155;                    North         East    Units  Estimated Accuracy
 NM1155;SPC NE       -   291,500.      740,980.      MT  (+/- 180 meters Scaled)
 NM1155
 NM1155                          SUPERSEDED SURVEY CONTROL
 NM1155
 NM1155  NGVD 29 (??/??/92)  446.456  (m)         1464.75   (f) ADJ UNCH    2 0
 NM1155
 NM1155.Superseded values are not recommended for survey control.
 NM1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1155.See file dsdata.txt to determine how the superseded data were derived.
 NM1155
 NM1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM587984(NAD 83)
 NM1155_MARKER: DB = BENCH MARK DISK
 NM1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1155_STAMPING: N 40 1934
 NM1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1155+STABILITY: SURFACE MOTION
 NM1155
 NM1155  HISTORY     - Date     Condition        Report By
 NM1155  HISTORY     - 1934     MONUMENTED       CGS
 NM1155
 NM1155                          STATION DESCRIPTION
 NM1155
 NM1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1155'1 MI E FROM LAUREL.
 NM1155'1.0 MILE EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM1155'OMAHA RAILWAY FROM THE STATION AT LAUREL, CEDAR COUNTY, 81 YARDS
 NM1155'WEST OF MILEPOST 15, 44 FEET NORTH OF THE NORTH RAIL, AND
 NM1155'1.7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NM1155'STAMPED N 40 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1155'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0556 ***********************************************************************
 NP0556  DESIGNATION -  Q 416
 NP0556  PID         -  NP0556
 NP0556  STATE/COUNTY-  NE/DAWES
 NP0556  USGS QUAD   -  CROW BUTTE (1980)
 NP0556
 NP0556                         *CURRENT SURVEY CONTROL
 NP0556  ___________________________________________________________________
 NP0556* NAD 83(1986)-  42 38 21.     (N)    103 21 35.     (W)     SCALED    
 NP0556* NAVD 88     -      1197.255  (meters)    3927.99   (feet)  ADJUSTED  
 NP0556  ___________________________________________________________________
 NP0556  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 NP0556  DYNAMIC HT  -        1196.592 (meters)    3925.82  (feet)  COMP
 NP0556  MODELED GRAV-     980,026.1   (mgal)                       NAVD 88
 NP0556
 NP0556  VERT ORDER  -  FIRST     CLASS II
 NP0556
 NP0556.The horizontal coordinates were scaled from a topographic map and have
 NP0556.an estimated accuracy of +/- 6 seconds.
 NP0556
 NP0556.The orthometric height was determined by differential leveling
 NP0556.and adjusted by the National Geodetic Survey in June 1991..
 NP0556
 NP0556.The geoid height was determined by GEOID03.
 NP0556
 NP0556.The dynamic height is computed by dividing the NAVD 88
 NP0556.geopotential number by the normal gravity value computed on the
 NP0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0556.degrees latitude (g = 980.6199 gals.).
 NP0556
 NP0556.The modeled gravity was interpolated from observed gravity values.
 NP0556
 NP0556;                    North         East    Units  Estimated Accuracy
 NP0556;SPC NE       -   316,890.      224,560.      MT  (+/- 180 meters Scaled)
 NP0556
 NP0556                          SUPERSEDED SURVEY CONTROL
 NP0556
 NP0556.No superseded survey control is available for this station.
 NP0556
 NP0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH344220(NAD 83)
 NP0556_MARKER: I = METAL ROD
 NP0556_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0556_SP_SET: STAINLESS STEEL ROD
 NP0556_STAMPING: Q 416 1985
 NP0556_MARK LOGO: NGS   
 NP0556_PROJECTION: RECESSED 5 CENTIMETERS
 NP0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0556_ROD/PIPE-DEPTH: 10.4 meters
 NP0556
 NP0556  HISTORY     - Date     Condition        Report By
 NP0556  HISTORY     - 1985     MONUMENTED       NGS
 NP0556
 NP0556                          STATION DESCRIPTION
 NP0556
 NP0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0556'6.9 KM (4.3 MI) SE FROM CRAWFORD.
 NP0556'6.92 KM (4.3 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 NP0556'ITS STATION AT CRAWFORD, 55.2 METERS (181 FT) EAST OF THE EAST RAIL,
 NP0556'22.9 METERS (75 FT) EAST OF A TELEPHONE JUNCTION BOX, 11.0 METERS (36
 NP0556'FT) NORTH OF THE CENTER OF A DIRT ROAD, 0.3 METER (1 FT) SOUTH OF A
 NP0556'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0556'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 NP0556'THE MARK IS 0.6 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0573 ***********************************************************************
 NP0573  DESIGNATION -  Q 417
 NP0573  PID         -  NP0573
 NP0573  STATE/COUNTY-  NE/BOX BUTTE
 NP0573  USGS QUAD   -  BEREA CREEK WEST (1948)
 NP0573
 NP0573                         *CURRENT SURVEY CONTROL
 NP0573  ___________________________________________________________________
 NP0573* NAD 83(1986)-  42 10 39.     (N)    102 56 56.     (W)     SCALED    
 NP0573* NAVD 88     -      1243.433  (meters)    4079.50   (feet)  ADJUSTED  
 NP0573  ___________________________________________________________________
 NP0573  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 NP0573  DYNAMIC HT  -        1242.708 (meters)    4077.12  (feet)  COMP
 NP0573  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 NP0573
 NP0573  VERT ORDER  -  FIRST     CLASS II
 NP0573
 NP0573.The horizontal coordinates were scaled from a topographic map and have
 NP0573.an estimated accuracy of +/- 6 seconds.
 NP0573
 NP0573.The orthometric height was determined by differential leveling
 NP0573.and adjusted by the National Geodetic Survey in June 1991..
 NP0573
 NP0573.The geoid height was determined by GEOID03.
 NP0573
 NP0573.The dynamic height is computed by dividing the NAVD 88
 NP0573.geopotential number by the normal gravity value computed on the
 NP0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0573.degrees latitude (g = 980.6199 gals.).
 NP0573
 NP0573.The modeled gravity was interpolated from observed gravity values.
 NP0573
 NP0573;                    North         East    Units  Estimated Accuracy
 NP0573;SPC NE       -   264,420.      256,480.      MT  (+/- 180 meters Scaled)
 NP0573
 NP0573                          SUPERSEDED SURVEY CONTROL
 NP0573
 NP0573.No superseded survey control is available for this station.
 NP0573
 NP0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG693715(NAD 83)
 NP0573_MARKER: I = METAL ROD
 NP0573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0573_SP_SET: STAINLESS STEEL ROD
 NP0573_STAMPING: Q 417 1985
 NP0573_MARK LOGO: NGS   
 NP0573_PROJECTION: FLUSH
 NP0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0573_ROD/PIPE-DEPTH: 3.7  meters
 NP0573
 NP0573  HISTORY     - Date     Condition        Report By
 NP0573  HISTORY     - 1985     MONUMENTED       NGS
 NP0573
 NP0573                          STATION DESCRIPTION
 NP0573
 NP0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0573'11.5 KM (7.15 MI) NW FROM ALLIANCE.
 NP0573'11.50 KM (7.15 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 NP0573'FROM ITS STATION AT ALLIANCE, AT A FIELD ENTRANCE ROAD, 0.24 KM (0.15
 NP0573'MI) NORTHWEST OF A ROAD CROSSING, 81.4 METERS (267 FT) SOUTH OF
 NP0573'HIGHWAY MILEPOST 79, 28.04 METERS (92 FT) SOUTHWEST OF THE CENTER OF
 NP0573'STATE HIGHWAY 2, 106.71 METERS (350 FT) NORTHEAST OF THE EAST CORNER
 NP0573'OF A BRICK HOUSE, 13.26 METERS (43.5 FT) NORTHWEST OF THE CENTER OF
 NP0573'THE ENTRANCE ROAD, 10.15 METERS (33.3 FT) NORTHWEST OF THE NORTHWEST
 NP0573'END OF A IRON GATE, 1.25 METERS (4.1 FT) SOUTHEAST OF A CONCRETE RIGHT
 NP0573'OF WAY MARKER AND 0.52 METER (1.7 FT) NORTHEAST OF A FENCE.
 NP0573'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0573'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NP0573'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0566 ***********************************************************************
 NP0566  DESIGNATION -  Q 418
 NP0566  PID         -  NP0566
 NP0566  STATE/COUNTY-  NE/BOX BUTTE
 NP0566  USGS QUAD   -  NONPAREIL (1946)
 NP0566
 NP0566                         *CURRENT SURVEY CONTROL
 NP0566  ___________________________________________________________________
 NP0566* NAD 83(1986)-  42 22 20.     (N)    103 10 54.     (W)     SCALED    
 NP0566* NAVD 88     -      1332.620  (meters)    4372.10   (feet)  ADJUSTED  
 NP0566  ___________________________________________________________________
 NP0566  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 NP0566  DYNAMIC HT  -        1331.826 (meters)    4369.50  (feet)  COMP
 NP0566  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 NP0566
 NP0566  VERT ORDER  -  FIRST     CLASS II
 NP0566
 NP0566.The horizontal coordinates were scaled from a topographic map and have
 NP0566.an estimated accuracy of +/- 6 seconds.
 NP0566
 NP0566.The orthometric height was determined by differential leveling
 NP0566.and adjusted by the National Geodetic Survey in June 1991..
 NP0566
 NP0566.The geoid height was determined by GEOID03.
 NP0566
 NP0566.The dynamic height is computed by dividing the NAVD 88
 NP0566.geopotential number by the normal gravity value computed on the
 NP0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0566.degrees latitude (g = 980.6199 gals.).
 NP0566
 NP0566.The modeled gravity was interpolated from observed gravity values.
 NP0566
 NP0566;                    North         East    Units  Estimated Accuracy
 NP0566;SPC NE       -   286,710.      238,060.      MT  (+/- 180 meters Scaled)
 NP0566
 NP0566                          SUPERSEDED SURVEY CONTROL
 NP0566
 NP0566.No superseded survey control is available for this station.
 NP0566
 NP0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG497927(NAD 83)
 NP0566_MARKER: I = METAL ROD
 NP0566_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0566_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NP0566_STAMPING: Q 418 1985
 NP0566_MARK LOGO: NGS   
 NP0566_PROJECTION: FLUSH
 NP0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0566+STABILITY: POSITION/ELEVATION WELL
 NP0566_ROD/PIPE-DEPTH: 7.0  meters
 NP0566_SLEEVE-DEPTH  : 6.1 meters
 NP0566
 NP0566  HISTORY     - Date     Condition        Report By
 NP0566  HISTORY     - 1985     MONUMENTED       NGS
 NP0566
 NP0566                          STATION DESCRIPTION
 NP0566
 NP0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0566'10.5 KM (6.5 MI) NW FROM HEMINGFORD.
 NP0566'10.5 KM (6.55 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 NP0566'FROM ITS JUNCTION WITH STATE HIGHWAYS 2 AND 87 AT HEMINGFORD, ACROSS A
 NP0566'DIRT ROAD FROM THE CENTER OF 5 GRAIN BINS, 11.9 METERS (39 FT)
 NP0566'SOUTHWEST OF THE CENTER OF THE DIRT ROAD, 16.0 METERS (52.5 FT)
 NP0566'NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 3.3 METERS (10.8 FT)
 NP0566'SOUTHEAST OF A GUY WIRE AND 7.9 METERS (26 FT) SOUTHEAST OF THE
 NP0566'SOUTHEAST CORNER OF A GASOLINE PUMP.  NOTE--ACCESS TO DATUM POINT IS
 NP0566'HAD THROUGH A 5-INCH LOGO CAP.
 NP0566'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NP0566'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0337 ***********************************************************************
 MM0337  DESIGNATION -  Q 422
 MM0337  PID         -  MM0337
 MM0337  STATE/COUNTY-  NE/KEITH
 MM0337  USGS QUAD   -  BRULE (1961)
 MM0337
 MM0337                         *CURRENT SURVEY CONTROL
 MM0337  ___________________________________________________________________
 MM0337* NAD 83(1986)-  41 05 33.     (N)    101 53 02.     (W)     SCALED    
 MM0337* NAVD 88     -      1002.014  (meters)    3287.44   (feet)  ADJUSTED  
 MM0337  ___________________________________________________________________
 MM0337  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 MM0337  DYNAMIC HT  -        1001.390 (meters)    3285.39  (feet)  COMP
 MM0337  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 MM0337
 MM0337  VERT ORDER  -  FIRST     CLASS II
 MM0337
 MM0337.The horizontal coordinates were scaled from a topographic map and have
 MM0337.an estimated accuracy of +/- 6 seconds.
 MM0337
 MM0337.The orthometric height was determined by differential leveling
 MM0337.and adjusted by the National Geodetic Survey in June 1991..
 MM0337
 MM0337.The geoid height was determined by GEOID03.
 MM0337
 MM0337.The dynamic height is computed by dividing the NAVD 88
 MM0337.geopotential number by the normal gravity value computed on the
 MM0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0337.degrees latitude (g = 980.6199 gals.).
 MM0337
 MM0337.The modeled gravity was interpolated from observed gravity values.
 MM0337
 MM0337;                    North         East    Units  Estimated Accuracy
 MM0337;SPC NE       -   141,520.      341,780.      MT  (+/- 180 meters Scaled)
 MM0337
 MM0337                          SUPERSEDED SURVEY CONTROL
 MM0337
 MM0337  NGVD 29 (02/14/92) 1001.578  (m)         3286.01   (f) ADJUSTED    1 2
 MM0337
 MM0337.Superseded values are not recommended for survey control.
 MM0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0337.See file dsdata.txt to determine how the superseded data were derived.
 MM0337
 MM0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL577530(NAD 83)
 MM0337_MARKER: I = METAL ROD
 MM0337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0337_SP_SET: STAINLESS STEEL ROD
 MM0337_STAMPING: Q 422 1986
 MM0337_MARK LOGO: NGS   
 MM0337_PROJECTION: FLUSH
 MM0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0337_ROD/PIPE-DEPTH: 18.3 meters
 MM0337
 MM0337  HISTORY     - Date     Condition        Report By
 MM0337  HISTORY     - 1986     MONUMENTED       NGS
 MM0337
 MM0337                          STATION DESCRIPTION
 MM0337
 MM0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0337'0.5 KM (0.3 MI) EAST FROM BRULE.
 MM0337'0.48 KM (0.3 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0337'ROUTE 51 A IN BRULE, AT A ROAD CROSSING OVER THE UNION PACIFIC
 MM0337'RAILROAD, 28.9 METERS (94.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.8
 MM0337'METERS (38.6 FT) NORTH OF THE NORTH RAIL OF THE NORTH SET OF RAILROAD
 MM0337'TRACKS, 0.8 METER (2.6 FT) WEST OF A POWER POLE, 6.7 METERS (22 FT)
 MM0337'SOUTH OF THE SOUTH END OF THE WEST HEADWALL OF A TRIPLE BOX CULVERT
 MM0337'AND 6.7 METERS (22 FT) WEST OF THE CENTER OF A GRAVEL ROAD.
 MM0337'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0337'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0337'THE MARK IS 0.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0965 ***********************************************************************
 LH0965  DESIGNATION -  Q 423
 LH0965  PID         -  LH0965
 LH0965  STATE/COUNTY-  NE/FURNAS
 LH0965  USGS QUAD   -  ARAPAHOE (1958)
 LH0965
 LH0965                         *CURRENT SURVEY CONTROL
 LH0965  ___________________________________________________________________
 LH0965* NAD 83(1986)-  40 18 27.     (N)    099 55 52.     (W)     SCALED    
 LH0965* NAVD 88     -       668.634  (meters)    2193.68   (feet)  ADJUSTED  
 LH0965  ___________________________________________________________________
 LH0965  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 LH0965  DYNAMIC HT  -         668.209 (meters)    2192.28  (feet)  COMP
 LH0965  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 LH0965
 LH0965  VERT ORDER  -  FIRST     CLASS II
 LH0965
 LH0965.The horizontal coordinates were scaled from a topographic map and have
 LH0965.an estimated accuracy of +/- 6 seconds.
 LH0965
 LH0965.The orthometric height was determined by differential leveling
 LH0965.and adjusted by the National Geodetic Survey in June 1991..
 LH0965
 LH0965.The geoid height was determined by GEOID03.
 LH0965
 LH0965.The dynamic height is computed by dividing the NAVD 88
 LH0965.geopotential number by the normal gravity value computed on the
 LH0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0965.degrees latitude (g = 980.6199 gals.).
 LH0965
 LH0965.The modeled gravity was interpolated from observed gravity values.
 LH0965
 LH0965;                    North         East    Units  Estimated Accuracy
 LH0965;SPC NE       -    52,650.      505,860.      MT  (+/- 180 meters Scaled)
 LH0965
 LH0965                          SUPERSEDED SURVEY CONTROL
 LH0965
 LH0965  NGVD 29 (02/14/92)  668.338  (m)         2192.71   (f) ADJUSTED    1 2
 LH0965
 LH0965.Superseded values are not recommended for survey control.
 LH0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0965.See file dsdata.txt to determine how the superseded data were derived.
 LH0965
 LH0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK208623(NAD 83)
 LH0965_MARKER: I = METAL ROD
 LH0965_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0965_SP_SET: STAINLESS STEEL ROD
 LH0965_STAMPING: Q 423 1986
 LH0965_MARK LOGO: NGS   
 LH0965_PROJECTION: FLUSH
 LH0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0965_ROD/PIPE-DEPTH: 17.0 meters
 LH0965
 LH0965  HISTORY     - Date     Condition        Report By
 LH0965  HISTORY     - 1986     MONUMENTED       NGS
 LH0965
 LH0965                          STATION DESCRIPTION
 LH0965
 LH0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0965'2.9 KM (1.8 MI) WEST FROM ARAPAHOE.
 LH0965'2.88 KM (1.80 MI) WEST ALONG US HIGHWAYS 6 AND 34 FROM THE JUNCTION OF
 LH0965'US HIGHWAY 283 AT ARAPAHOE, IN THE NORTHWEST CORNER OF THE T JUNCTION
 LH0965'OF A DIRT ROAD, 0.43 KM (0.27 MI) WEST OF MILEPOST 125, 24.0 METERS
 LH0965'(79 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.6 METERS (35 FT) WEST OF
 LH0965'THE CENTER OF THE ROAD, 0.7 METER (2.5 FT) SOUTHWEST OF A FENCE
 LH0965'CORNER, 0.6 METER (2 FT) WEST OF A RIGHT OF WAY MARKER AND 0.3 METER
 LH0965'(1 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LH0965'5-INCH LOGO CAP.
 LH0965'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LH0965'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0308 ***********************************************************************
 MM0308  DESIGNATION -  Q 424
 MM0308  PID         -  MM0308
 MM0308  STATE/COUNTY-  NE/LINCOLN
 MM0308  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0308
 MM0308                         *CURRENT SURVEY CONTROL
 MM0308  ___________________________________________________________________
 MM0308* NAD 83(1986)-  41 09 46.     (N)    100 51 32.     (W)     SCALED    
 MM0308* NAVD 88     -       865.449  (meters)    2839.39   (feet)  ADJUSTED  
 MM0308  ___________________________________________________________________
 MM0308  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 MM0308  DYNAMIC HT  -         864.936 (meters)    2837.71  (feet)  COMP
 MM0308  MODELED GRAV-     980,002.1   (mgal)                       NAVD 88
 MM0308
 MM0308  VERT ORDER  -  FIRST     CLASS II
 MM0308
 MM0308.The horizontal coordinates were scaled from a topographic map and have
 MM0308.an estimated accuracy of +/- 6 seconds.
 MM0308
 MM0308.The orthometric height was determined by differential leveling
 MM0308.and adjusted by the National Geodetic Survey in June 1994..
 MM0308
 MM0308.The geoid height was determined by GEOID03.
 MM0308
 MM0308.The dynamic height is computed by dividing the NAVD 88
 MM0308.geopotential number by the normal gravity value computed on the
 MM0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0308.degrees latitude (g = 980.6199 gals.).
 MM0308
 MM0308.The modeled gravity was interpolated from observed gravity values.
 MM0308
 MM0308;                    North         East    Units  Estimated Accuracy
 MM0308;SPC NE       -   147,960.      427,940.      MT  (+/- 180 meters Scaled)
 MM0308
 MM0308                          SUPERSEDED SURVEY CONTROL
 MM0308
 MM0308  NAVD 88 (06/15/91)  865.451  (m)         2839.40   (f) UNKNOWN     1 2
 MM0308  NGVD 29 (02/14/92)  865.079  (m)         2838.18   (f) ADJUSTED    1 2
 MM0308
 MM0308.Superseded values are not recommended for survey control.
 MM0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0308.See file dsdata.txt to determine how the superseded data were derived.
 MM0308
 MM0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL440584(NAD 83)
 MM0308_MARKER: I = METAL ROD
 MM0308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0308_SP_SET: STAINLESS STEEL ROD
 MM0308_STAMPING: Q 424 1986
 MM0308_MARK LOGO: NGS   
 MM0308_PROJECTION: FLUSH
 MM0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0308_ROD/PIPE-DEPTH: 25.6 meters
 MM0308
 MM0308  HISTORY     - Date     Condition        Report By
 MM0308  HISTORY     - 1986     MONUMENTED       NGS
 MM0308
 MM0308                          STATION DESCRIPTION
 MM0308
 MM0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0308'11.3 KM (7.0 MI) WEST FROM NORTH PLATTE.
 MM0308'11.32 KM (7.08 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0308'HIGHWAY 83 AT NORTH PLATTE, IN THE NORTHEAST CORNER OF THE T JUNCTION
 MM0308'OF A PRIVATE DRIVEWAY, 0.44 KM (0.28 MI) WEST OF MILEPOST 172, ALSO
 MM0308'11.64 KM (7.28 MI) EAST OF HERSHEY, 23.1 METERS (76 FT) NORTH OF THE
 MM0308'HIGHWAY CENTERLINE, 5.0 METERS (16.5 FT) NORTH OF A FENCE CORNER,
 MM0308'4.1 METERS (13.5 FT) EAST OF THE CENTER OF A DRIVEWAY, 1.2 METERS (4
 MM0308'FT) NORTH OF THE NORTH LEG OF A WILSON WELDING AND REPAIR SIGN AND 0.3
 MM0308'METER (1 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 MM0308'THROUGH A 5-INCH LOGO CAP.
 MM0308'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MM0308'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0987 ***********************************************************************
 LH0987  DESIGNATION -  Q 425
 LH0987  PID         -  LH0987
 LH0987  STATE/COUNTY-  NE/GOSPER
 LH0987  USGS QUAD   -  JOHNSON LAKE (1983)
 LH0987
 LH0987                         *CURRENT SURVEY CONTROL
 LH0987  ___________________________________________________________________
 LH0987* NAD 83(1986)-  40 42 00.     (N)    099 47 25.     (W)     SCALED    
 LH0987* NAVD 88     -       782.799  (meters)    2568.23   (feet)  ADJUSTED  
 LH0987  ___________________________________________________________________
 LH0987  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 LH0987  DYNAMIC HT  -         782.329 (meters)    2566.69  (feet)  COMP
 LH0987  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 LH0987
 LH0987  VERT ORDER  -  FIRST     CLASS II
 LH0987
 LH0987.The horizontal coordinates were scaled from a topographic map and have
 LH0987.an estimated accuracy of +/- 6 seconds.
 LH0987
 LH0987.The orthometric height was determined by differential leveling
 LH0987.and adjusted by the National Geodetic Survey in June 1991..
 LH0987
 LH0987.The geoid height was determined by GEOID03.
 LH0987
 LH0987.The dynamic height is computed by dividing the NAVD 88
 LH0987.geopotential number by the normal gravity value computed on the
 LH0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0987.degrees latitude (g = 980.6199 gals.).
 LH0987
 LH0987.The modeled gravity was interpolated from observed gravity values.
 LH0987
 LH0987;                    North         East    Units  Estimated Accuracy
 LH0987;SPC NE       -    96,250.      517,720.      MT  (+/- 180 meters Scaled)
 LH0987
 LH0987                          SUPERSEDED SURVEY CONTROL
 LH0987
 LH0987  NGVD 29 (02/14/92)  782.515  (m)         2567.30   (f) ADJUSTED    1 2
 LH0987
 LH0987.Superseded values are not recommended for survey control.
 LH0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0987.See file dsdata.txt to determine how the superseded data were derived.
 LH0987
 LH0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML332057(NAD 83)
 LH0987_MARKER: I = METAL ROD
 LH0987_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0987_SP_SET: STAINLESS STEEL ROD
 LH0987_STAMPING: Q 425 1986
 LH0987_MARK LOGO: NGS   
 LH0987_PROJECTION: FLUSH
 LH0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0987_ROD/PIPE-DEPTH: 14.6 meters
 LH0987
 LH0987  HISTORY     - Date     Condition        Report By
 LH0987  HISTORY     - 1986     MONUMENTED       NGS
 LH0987
 LH0987                          STATION DESCRIPTION
 LH0987
 LH0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0987'11.0 KM (6.85 MI) SOUTH FROM LEXINGTON.
 LH0987'11.05 KM (6.9 MI) SOUTH ALONG US HIGHWAY 283 FROM ITS OVERPASS BRIDGE
 LH0987'OVER US HIGHWAY 30 AND THE UNION PACIFIC RAILROAD AT LEXINGTON, AT THE
 LH0987'GOSPER-DAWSON COUNTY LINE, 0.33 KM (0.2 MI) SOUTH OF MILEPOST 51,
 LH0987'27.0 METERS (88.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 5.5 METERS
 LH0987'(18 FT) WEST OF THE CENTER OF A TRACK ROAD AND 0.9 METER (3 FT)
 LH0987'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER.  NOTE--ACCESS TO DATUM
 LH0987'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0987'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0987'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0356 ***********************************************************************
 LJ0356  DESIGNATION -  Q 426
 LJ0356  PID         -  LJ0356
 LJ0356  STATE/COUNTY-  NE/DAWSON
 LJ0356  USGS QUAD   -  GOTHENBURG (1983)
 LJ0356
 LJ0356                         *CURRENT SURVEY CONTROL
 LJ0356  ___________________________________________________________________
 LJ0356* NAD 83(1986)-  40 57 12.     (N)    100 13 26.     (W)     SCALED    
 LJ0356* NAVD 88     -       791.063  (meters)    2595.35   (feet)  ADJUSTED  
 LJ0356  ___________________________________________________________________
 LJ0356  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 LJ0356  DYNAMIC HT  -         790.598 (meters)    2593.82  (feet)  COMP
 LJ0356  MODELED GRAV-     980,010.2   (mgal)                       NAVD 88
 LJ0356
 LJ0356  VERT ORDER  -  FIRST     CLASS II
 LJ0356
 LJ0356.The horizontal coordinates were scaled from a topographic map and have
 LJ0356.an estimated accuracy of +/- 6 seconds.
 LJ0356
 LJ0356.The orthometric height was determined by differential leveling
 LJ0356.and adjusted by the National Geodetic Survey in June 1991..
 LJ0356
 LJ0356.The geoid height was determined by GEOID03.
 LJ0356
 LJ0356.The dynamic height is computed by dividing the NAVD 88
 LJ0356.geopotential number by the normal gravity value computed on the
 LJ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0356.degrees latitude (g = 980.6199 gals.).
 LJ0356
 LJ0356.The modeled gravity was interpolated from observed gravity values.
 LJ0356
 LJ0356;                    North         East    Units  Estimated Accuracy
 LJ0356;SPC NE       -   124,370.      481,160.      MT  (+/- 180 meters Scaled)
 LJ0356
 LJ0356                          SUPERSEDED SURVEY CONTROL
 LJ0356
 LJ0356  NGVD 29 (02/14/92)  790.753  (m)         2594.33   (f) ADJUSTED    1 2
 LJ0356
 LJ0356.Superseded values are not recommended for survey control.
 LJ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0356.See file dsdata.txt to determine how the superseded data were derived.
 LJ0356
 LJ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL969342(NAD 83)
 LJ0356_MARKER: I = METAL ROD
 LJ0356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0356_SP_SET: STAINLESS STEEL ROD
 LJ0356_STAMPING: Q 426 1986
 LJ0356_MARK LOGO: NGS   
 LJ0356_PROJECTION: FLUSH
 LJ0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0356_ROD/PIPE-DEPTH: 10.0 meters
 LJ0356
 LJ0356  HISTORY     - Date     Condition        Report By
 LJ0356  HISTORY     - 1986     MONUMENTED       NGS
 LJ0356
 LJ0356                          STATION DESCRIPTION
 LJ0356
 LJ0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0356'5.9 KM (3.65 MI) NW FROM GOTHENBURG.
 LJ0356'5.95 KM (3.7 MI) NORTHWEST ALONG US HGIHWAY 30 FROM THE JUNCTION OF
 LJ0356'STATE HIGHWAY 47 AT GOTHENBURG, IN THE NORTHEAST CORNER OF THE T
 LJ0356'JUNCTION OF A PAVED ROAD WHICH BOUNDRIES DAWSON AND LINCOLN COUNTIES,
 LJ0356'0.5 KM (0.3 MI) NORTHWEST OF MILEPOST 210, 16.1 METERS (53 FT)
 LJ0356'NORTHEAST OF THE HIGHWAY CENTERLINE, 37.2 METERS (122 FT) EAST OF THE
 LJ0356'CENTER OF THE ROAD AND 0.3 METER (1 FT) SOUTHWEST OF THE RIGHT OF WAY
 LJ0356'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LJ0356'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LJ0356'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2132 ***********************************************************************
 MK2132  DESIGNATION -  Q 428
 MK2132  PID         -  MK2132
 MK2132  STATE/COUNTY-  NE/DOUGLAS
 MK2132  USGS QUAD   -  RALSTON (1984)
 MK2132
 MK2132                         *CURRENT SURVEY CONTROL
 MK2132  ___________________________________________________________________
 MK2132* NAD 83(1986)-  41 12 44.     (N)    096 06 33.     (W)     SCALED    
 MK2132* NAVD 88     -       343.413  (meters)    1126.68   (feet)  ADJUSTED  
 MK2132  ___________________________________________________________________
 MK2132  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 MK2132  DYNAMIC HT  -         343.269 (meters)    1126.21  (feet)  COMP
 MK2132  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 MK2132
 MK2132  VERT ORDER  -  FIRST     CLASS II
 MK2132
 MK2132.The horizontal coordinates were scaled from a topographic map and have
 MK2132.an estimated accuracy of +/- 6 seconds.
 MK2132
 MK2132.The orthometric height was determined by differential leveling
 MK2132.and adjusted by the National Geodetic Survey in June 1991..
 MK2132
 MK2132.The geoid height was determined by GEOID03.
 MK2132
 MK2132.The dynamic height is computed by dividing the NAVD 88
 MK2132.geopotential number by the normal gravity value computed on the
 MK2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2132.degrees latitude (g = 980.6199 gals.).
 MK2132
 MK2132.The modeled gravity was interpolated from observed gravity values.
 MK2132
 MK2132;                    North         East    Units  Estimated Accuracy
 MK2132;SPC NE       -   160,430.      826,090.      MT  (+/- 180 meters Scaled)
 MK2132
 MK2132                          SUPERSEDED SURVEY CONTROL
 MK2132
 MK2132.No superseded survey control is available for this station.
 MK2132
 MK2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL423663(NAD 83)
 MK2132_MARKER: I = METAL ROD
 MK2132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2132_SP_SET: STAINLESS STEEL ROD
 MK2132_STAMPING: Q 428 1989
 MK2132_MARK LOGO: NGS   
 MK2132_PROJECTION: FLUSH
 MK2132_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2132+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2132_ROD/PIPE-DEPTH: 9.3  meters
 MK2132
 MK2132  HISTORY     - Date     Condition        Report By
 MK2132  HISTORY     - 1989     MONUMENTED       NGS
 MK2132
 MK2132                          STATION DESCRIPTION
 MK2132
 MK2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2132'0.8 KM (0.50 MI) EASTERLY ALONG U.S. HIGHWAY 275 (L STREET) FROM ITS
 MK2132'JUNCTION WITH 132ND STREET IN MILLARD, 29.3 M (96.1 FT) EAST OF THE
 MK2132'NORTHEAST CORNER OF A FENCE SURROUNDING THE OAKS SWIMMING POOL, 24.7
 MK2132'M (81.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 MK2132'HIGHWAY, 3.7 M (12.1 FT) WEST OF A UTILITY POLE WITH A TRANSFORMER,
 MK2132'3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 MK2132'EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MK2132'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1371 ***********************************************************************
 MJ1371  DESIGNATION -  Q 429
 MJ1371  PID         -  MJ1371
 MJ1371  STATE/COUNTY-  NE/DOUGLAS
 MJ1371  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1371
 MJ1371                         *CURRENT SURVEY CONTROL
 MJ1371  ___________________________________________________________________
 MJ1371* NAD 83(1986)-  41 14 02.     (N)    095 57 05.     (W)     SCALED    
 MJ1371* NAVD 88     -       370.188  (meters)    1214.53   (feet)  ADJUSTED  
 MJ1371  ___________________________________________________________________
 MJ1371  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MJ1371  DYNAMIC HT  -         370.033 (meters)    1214.02  (feet)  COMP
 MJ1371  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 MJ1371
 MJ1371  VERT ORDER  -  FIRST     CLASS II
 MJ1371
 MJ1371.The horizontal coordinates were scaled from a topographic map and have
 MJ1371.an estimated accuracy of +/- 6 seconds.
 MJ1371
 MJ1371.The orthometric height was determined by differential leveling
 MJ1371.and adjusted by the National Geodetic Survey in June 1991..
 MJ1371
 MJ1371.The geoid height was determined by GEOID03.
 MJ1371
 MJ1371.The dynamic height is computed by dividing the NAVD 88
 MJ1371.geopotential number by the normal gravity value computed on the
 MJ1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1371.degrees latitude (g = 980.6199 gals.).
 MJ1371
 MJ1371.The modeled gravity was interpolated from observed gravity values.
 MJ1371
 MJ1371;                    North         East    Units  Estimated Accuracy
 MJ1371;SPC NE       -   163,440.      839,190.      MT  (+/- 180 meters Scaled)
 MJ1371
 MJ1371                          SUPERSEDED SURVEY CONTROL
 MJ1371
 MJ1371.No superseded survey control is available for this station.
 MJ1371
 MJ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF526689(NAD 83)
 MJ1371_MARKER: I = METAL ROD
 MJ1371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1371_SP_SET: STAINLESS STEEL ROD
 MJ1371_STAMPING: Q 429 1989
 MJ1371_MARK LOGO: NGS   
 MJ1371_PROJECTION: FLUSH
 MJ1371_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1371+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1371_ROD/PIPE-DEPTH: 15.1 meters
 MJ1371
 MJ1371  HISTORY     - Date     Condition        Report By
 MJ1371  HISTORY     - 1989     MONUMENTED       NGS
 MJ1371
 MJ1371                          STATION DESCRIPTION
 MJ1371
 MJ1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1371'IN OMAHA, AT THE INTERSECTIONS OF WRIGHT STREET AND HANSCOM
 MJ1371'BOULEVARD, 15.3 M (50.2 FT) EAST OF THE CENTER OF 31TH STREET, 15.0 M
 MJ1371'(49.2 FT) EAST OF THE EXTENDED CENTER OF THE BOULEVARD, 8.1 M (26.6
 MJ1371'FT) NORTH OF THE CENTER OF WRIGHT STREET, 6.8 M (22.3 FT) SOUTHWEST
 MJ1371'OF THE SOUTH ENTRANCE TO THE SAINT ADALBERT RECTORY CHURCH, 6.1 M
 MJ1371'(20.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH, 1.7 M (5.6 FT)
 MJ1371'WEST OF THE WEST EDGE OF A SIDEWALK, AND 0.3 M (1.0 FT) ABOVE THE
 MJ1371'LEVEL OF WRIGHT STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MJ1371'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0534 ***********************************************************************
 NO0534  DESIGNATION -  Q 431
 NO0534  PID         -  NO0534
 NO0534  STATE/COUNTY-  NE/CHERRY
 NO0534  USGS QUAD   -  HUDSON LAKE (1985)
 NO0534
 NO0534                         *CURRENT SURVEY CONTROL
 NO0534  ___________________________________________________________________
 NO0534* NAD 83(1986)-  42 39 03.     (N)    100 39 19.     (W)     SCALED    
 NO0534* NAVD 88     -       875.655  (meters)    2872.88   (feet)  ADJUSTED  
 NO0534  ___________________________________________________________________
 NO0534  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 NO0534  DYNAMIC HT  -         875.262 (meters)    2871.59  (feet)  COMP
 NO0534  MODELED GRAV-     980,141.8   (mgal)                       NAVD 88
 NO0534
 NO0534  VERT ORDER  -  FIRST     CLASS II
 NO0534
 NO0534.The horizontal coordinates were scaled from a topographic map and have
 NO0534.an estimated accuracy of +/- 6 seconds.
 NO0534
 NO0534.The orthometric height was determined by differential leveling
 NO0534.and adjusted by the National Geodetic Survey in June 1994..
 NO0534
 NO0534.The geoid height was determined by GEOID03.
 NO0534
 NO0534.The dynamic height is computed by dividing the NAVD 88
 NO0534.geopotential number by the normal gravity value computed on the
 NO0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0534.degrees latitude (g = 980.6199 gals.).
 NO0534
 NO0534.The modeled gravity was interpolated from observed gravity values.
 NO0534
 NO0534;                    North         East    Units  Estimated Accuracy
 NO0534;SPC NE       -   313,040.      446,280.      MT  (+/- 180 meters Scaled)
 NO0534
 NO0534                          SUPERSEDED SURVEY CONTROL
 NO0534
 NO0534  NGVD 29 (02/14/92)  875.350  (m)         2871.88   (f) ADJUSTED    1 2
 NO0534
 NO0534.Superseded values are not recommended for survey control.
 NO0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0534.See file dsdata.txt to determine how the superseded data were derived.
 NO0534
 NO0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN643233(NAD 83)
 NO0534_MARKER: I = METAL ROD
 NO0534_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0534_SP_SET: STAINLESS STEEL ROD
 NO0534_STAMPING: Q 431 1991
 NO0534_MARK LOGO: NGS   
 NO0534_PROJECTION: FLUSH
 NO0534_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0534+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0534_ROD/PIPE-DEPTH: 12.1 meters
 NO0534
 NO0534  HISTORY     - Date     Condition        Report By
 NO0534  HISTORY     - 1991     MONUMENTED       NGS
 NO0534
 NO0534                          STATION DESCRIPTION
 NO0534
 NO0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0534'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0534'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 9.7 KM (6.00 MI) WESTERLY
 NO0534'ALONG STATE HIGHWAY SPUR 16B, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG
 NO0534'A PAVED ROAD, 8.0 M (26.2 FT) NORTHEAST OF AND LEVEL WITH THE ROAD
 NO0534'CENTER, 4.3 M (14.1 FT) EAST OF A FENCE CORNER, AND 0.3 M (1.0 FT)
 NO0534'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 NO0534'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0572 ***********************************************************************
 NO0572  DESIGNATION -  Q 432
 NO0572  PID         -  NO0572
 NO0572  STATE/COUNTY-  NE/HOOKER
 NO0572  USGS QUAD   -  MULLEN (1988)
 NO0572
 NO0572                         *CURRENT SURVEY CONTROL
 NO0572  ___________________________________________________________________
 NO0572* NAD 83(1986)-  42 02 45.     (N)    101 02 13.     (W)     SCALED    
 NO0572* NAVD 88     -       993.816  (meters)    3260.54   (feet)  ADJUSTED  
 NO0572  ___________________________________________________________________
 NO0572  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NO0572  DYNAMIC HT  -         993.293 (meters)    3258.83  (feet)  COMP
 NO0572  MODELED GRAV-     980,061.7   (mgal)                       NAVD 88
 NO0572
 NO0572  VERT ORDER  -  FIRST     CLASS II
 NO0572
 NO0572.The horizontal coordinates were scaled from a topographic map and have
 NO0572.an estimated accuracy of +/- 6 seconds.
 NO0572
 NO0572.The orthometric height was determined by differential leveling
 NO0572.and adjusted by the National Geodetic Survey in June 1994..
 NO0572
 NO0572.The geoid height was determined by GEOID03.
 NO0572
 NO0572.The dynamic height is computed by dividing the NAVD 88
 NO0572.geopotential number by the normal gravity value computed on the
 NO0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0572.degrees latitude (g = 980.6199 gals.).
 NO0572
 NO0572.The modeled gravity was interpolated from observed gravity values.
 NO0572
 NO0572;                    North         East    Units  Estimated Accuracy
 NO0572;SPC NE       -   246,160.      414,180.      MT  (+/- 180 meters Scaled)
 NO0572
 NO0572                          SUPERSEDED SURVEY CONTROL
 NO0572
 NO0572  NGVD 29 (02/14/92)  993.503  (m)         3259.52   (f) ADJUSTED    1 2
 NO0572
 NO0572.Superseded values are not recommended for survey control.
 NO0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0572.See file dsdata.txt to determine how the superseded data were derived.
 NO0572
 NO0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM314568(NAD 83)
 NO0572_MARKER: I = METAL ROD
 NO0572_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0572_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0572_STAMPING: Q 432 1991
 NO0572_MARK LOGO: NGS   
 NO0572_PROJECTION: FLUSH
 NO0572_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NO0572+STABILITY: POSITION/ELEVATION WELL
 NO0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0572+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0572_ROD/PIPE-DEPTH: 27.9 meters
 NO0572_SLEEVE-DEPTH  : 7.9 meters
 NO0572
 NO0572  HISTORY     - Date     Condition        Report By
 NO0572  HISTORY     - 1991     MONUMENTED       NGS
 NO0572
 NO0572                          STATION DESCRIPTION
 NO0572
 NO0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0572'0.3 KM (0.20 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0572'OF STATE HIGHWAY 2 IN MULLEN, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG
 NO0572'SECOND STREET, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG THE CLEARVIEW
 NO0572'CEMETERY ENTRANCE ROAD, NEAR THE NORTH BOUNDARY FENCE, 41.7 M (136.8
 NO0572'FT) WEST OF A T-FENCE CORNER, 38.1 M (125.0 FT) NORTH OF THE ROAD
 NO0572'CENTER, 15.2 M (49.9 FT) WEST OF THE NORTHWEST CORNER OF THE AMOS J.
 NO0572'RIPPLE HEADSTONE, 11.0 M (36.1 FT) NORTH OF THE NORTHWEST CORNER OF
 NO0572'THE BROWN FAMILY HEADSTONE, 8.1 M (26.6 FT) EAST OF A FENCE CORNER,
 NO0572'0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 NO0572'BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 NO0572'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0528 ***********************************************************************
 MM0528  CBN         -  This is a Cooperative Base Network Control Station.
 MM0528  DESIGNATION -  Q 433
 MM0528  PID         -  MM0528
 MM0528  STATE/COUNTY-  NE/HOOKER
 MM0528  USGS QUAD   -  TRYON NW (1985)
 MM0528
 MM0528                         *CURRENT SURVEY CONTROL
 MM0528  ___________________________________________________________________
 MM0528* NAD 83(1995)-  41 44 41.72226(N)    100 58 32.53534(W)     ADJUSTED  
 MM0528* NAVD 88     -      1013.034  (meters)    3323.60   (feet)  ADJUSTED  
 MM0528  ___________________________________________________________________
 MM0528  X           -    -907,535.445 (meters)                     COMP
 MM0528  Y           -  -4,679,458.186 (meters)                     COMP
 MM0528  Z           -   4,225,167.669 (meters)                     COMP
 MM0528  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 MM0528  ELLIP HEIGHT-         991.96  (meters)          (09/24/01) GPS OBS
 MM0528  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 MM0528  DYNAMIC HT  -        1012.465 (meters)    3321.73  (feet)  COMP
 MM0528  MODELED GRAV-     980,026.6   (mgal)                       NAVD 88
 MM0528
 MM0528  HORZ ORDER  -  B
 MM0528  VERT ORDER  -  FIRST     CLASS II
 MM0528  ELLP ORDER  -  FOURTH    CLASS I
 MM0528
 MM0528.The horizontal coordinates were established by GPS observations
 MM0528.and adjusted by the National Geodetic Survey in June 1996..
 MM0528
 MM0528.The orthometric height was determined by differential leveling
 MM0528.and adjusted by the National Geodetic Survey in June 1994..
 MM0528
 MM0528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0528
 MM0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0528
 MM0528.The ellipsoidal height was determined by GPS observations
 MM0528.and is referenced to NAD 83.
 MM0528
 MM0528.The geoid height was determined by GEOID03.
 MM0528
 MM0528.The dynamic height is computed by dividing the NAVD 88
 MM0528.geopotential number by the normal gravity value computed on the
 MM0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0528.degrees latitude (g = 980.6199 gals.).
 MM0528
 MM0528.The modeled gravity was interpolated from observed gravity values.
 MM0528
 MM0528;                    North         East     Units Scale Factor Converg.
 MM0528;SPC NE       -   212,693.233   418,868.851   MT  0.99966727   -0 38 47.7
 MM0528;UTM  14      - 4,623,342.169   335,721.293   MT  0.99993211   -1 18 56.7
 MM0528
 MM0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0528!SPC NE       -   0.99984444  x   0.99966727  =   0.99951176
 MM0528!UTM  14      -   0.99984444  x   0.99993211  =   0.99977656
 MM0528
 MM0528                          SUPERSEDED SURVEY CONTROL
 MM0528
 MM0528  ELLIP H (06/25/96)  991.99   (m)                       GP(       ) 1 1
 MM0528  NAVD 88 (06/25/96) 1013.03   (m)         3323.6    (f) LEVELING    3  
 MM0528  NGVD 29 (02/14/92) 1012.689  (m)         3322.46   (f) ADJUSTED    1 2
 MM0528
 MM0528.Superseded values are not recommended for survey control.
 MM0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0528.See file dsdata.txt to determine how the superseded data were derived.
 MM0528
 MM0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM3572123342(NAD 83)
 MM0528_MARKER: I = METAL ROD
 MM0528_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0528_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MM0528_STAMPING: Q 433 1991
 MM0528_MARK LOGO: NGS   
 MM0528_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0528_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0528+STABILITY: POSITION/ELEVATION WELL
 MM0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0528+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1995
 MM0528_ROD/PIPE-DEPTH: 9.5  meters
 MM0528_SLEEVE-DEPTH  : 7.9 meters
 MM0528
 MM0528  HISTORY     - Date     Condition        Report By
 MM0528  HISTORY     - 1991     MONUMENTED       NGS
 MM0528  HISTORY     - 19950519 GOOD             NGS
 MM0528
 MM0528                          STATION DESCRIPTION
 MM0528
 MM0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0528'21.8 KM (13.55 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE
 MM0528'COURTHOUSE IN TRYON, 25.5 M (83.7 FT) NORTH OF THE CENTER OF A DIRT
 MM0528'ROAD, 22.1 M (72.5 FT) WEST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT)
 MM0528'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS
 MM0528'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MM0528'LOGO CAP.
 MM0528
 MM0528                          STATION RECOVERY (1995)
 MM0528
 MM0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MM0528'THE MARK IS LOCATED ABOUT 23.0 MI (37.0 KM) SOUTH OF MULLEN, 13.5 MI
 MM0528'(21.7 KM) NORTH OF TRYON, 0.30 MI (0.48 KM) NORTH OF THE
 MM0528'MCPHERSON/HOOKER COUNTY LINE, ON THE WEST RIGHT-OF-WAY OF STATE
 MM0528'HIGHWAY 97, AT A GRAVELED ROAD LEADING WEST AND IN THE SW1/4, SEC36,
 MM0528'T21N, R32W.  TO REACH THE MARK FROM THE COURTHOUSE IN TRYON, GO NORTH
 MM0528'ON STATE HIGHWAY 97 FOR 13.5 MI (21.7 KM) TO THE SIDE ROAD AND THE
 MM0528'MARK ON THE LEFT, JUST NORTH OF A CATTLE GUARD.  THE MARK IS A SLEEVED
 MM0528'STAINLESS STEEL ROD SET WITHIN A 5-INCH PVC PIPE WITH A LOGO CAP THAT
 MM0528'IS FLUSH WITH THE GROUND.  IT IS 83.5 FT (25.5 M) NORTH OF THE
 MM0528'CENTERLINE OF THE GRAVELED ROAD, 72.5 FT (22.1 M) WEST OF THE HIGHWAY,
 MM0528'39.5 FT (12.0 M) NORTH OF A GREAT PLAINS COMMUNICATION BURIED CABLE
 MM0528'WARNING POST, 1.0 FT (0.3 M) WEST OF A WITNESS POST AND THE WEST
 MM0528'RIGHT-OF-WAY FENCE AND ABOUT 5.0 FT (1.5 M) LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0548 ***********************************************************************
 MM0548  DESIGNATION -  Q 434
 MM0548  PID         -  MM0548
 MM0548  STATE/COUNTY-  NE/LINCOLN
 MM0548  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0548
 MM0548                         *CURRENT SURVEY CONTROL
 MM0548  ___________________________________________________________________
 MM0548* NAD 83(1986)-  41 11 30.     (N)    100 46 37.     (W)     SCALED    
 MM0548* NAVD 88     -       860.294  (meters)    2822.48   (feet)  ADJUSTED  
 MM0548  ___________________________________________________________________
 MM0548  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 MM0548  DYNAMIC HT  -         859.794 (meters)    2820.84  (feet)  COMP
 MM0548  MODELED GRAV-     980,013.2   (mgal)                       NAVD 88
 MM0548
 MM0548  VERT ORDER  -  FIRST     CLASS II
 MM0548
 MM0548.The horizontal coordinates were scaled from a topographic map and have
 MM0548.an estimated accuracy of +/- 6 seconds.
 MM0548
 MM0548.The orthometric height was determined by differential leveling
 MM0548.and adjusted by the National Geodetic Survey in June 1994..
 MM0548
 MM0548.The geoid height was determined by GEOID03.
 MM0548
 MM0548.The dynamic height is computed by dividing the NAVD 88
 MM0548.geopotential number by the normal gravity value computed on the
 MM0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0548.degrees latitude (g = 980.6199 gals.).
 MM0548
 MM0548.The modeled gravity was interpolated from observed gravity values.
 MM0548
 MM0548;                    North         East    Units  Estimated Accuracy
 MM0548;SPC NE       -   151,100.      434,840.      MT  (+/- 180 meters Scaled)
 MM0548
 MM0548                          SUPERSEDED SURVEY CONTROL
 MM0548
 MM0548  NGVD 29 (02/14/92)  859.942  (m)         2821.33   (f) ADJUSTED    1 2
 MM0548
 MM0548.Superseded values are not recommended for survey control.
 MM0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0548.See file dsdata.txt to determine how the superseded data were derived.
 MM0548
 MM0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL509615(NAD 83)
 MM0548_MARKER: I = METAL ROD
 MM0548_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0548_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MM0548_STAMPING: Q 434 1991
 MM0548_MARK LOGO: NGS   
 MM0548_PROJECTION: FLUSH
 MM0548_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0548+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0548_ROD/PIPE-DEPTH: 9.2  meters
 MM0548_SLEEVE-DEPTH  : 0.9 meters
 MM0548
 MM0548  HISTORY     - Date     Condition        Report By
 MM0548  HISTORY     - 1991     MONUMENTED       NGS
 MM0548
 MM0548                          STATION DESCRIPTION
 MM0548
 MM0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0548'1.8 KM (1.10 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0548'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0548'0.5 KM (0.30 MI) WESTERLY ALONG A PAVED ROAD, THENCE 3.2 KM (2.00 MI)
 MM0548'NORTHERLY ALONG WASHBOARD ROAD, THENCE 1.2 KM (0.75 MI) WESTERLY
 MM0548'ALONG A GRAVELED ROAD, 11.0 M (36.1 FT) NORTH OF AND LEVEL WITH THE
 MM0548'ROAD CENTER, 4.1 M (13.5 FT) EAST OF A T-FENCE CORNER, AND 0.3 M (1.0
 MM0548'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 MM0548'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 MM0548'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1451 ***********************************************************************
 LH1451  DESIGNATION -  Q 435
 LH1451  PID         -  LH1451
 LH1451  STATE/COUNTY-  NE/BUFFALO
 LH1451  USGS QUAD   -  NEWARK (1993)
 LH1451
 LH1451                         *CURRENT SURVEY CONTROL
 LH1451  ___________________________________________________________________
 LH1451* NAD 83(1986)-  40 43 58.     (N)    098 54 43.     (W)     SCALED    
 LH1451* NAVD 88     -       636.990  (meters)    2089.86   (feet)  ADJUSTED  
 LH1451  ___________________________________________________________________
 LH1451  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 LH1451  DYNAMIC HT  -         636.634 (meters)    2088.69  (feet)  COMP
 LH1451  MODELED GRAV-     980,043.8   (mgal)                       NAVD 88
 LH1451
 LH1451  VERT ORDER  -  FIRST     CLASS II
 LH1451
 LH1451.The horizontal coordinates were scaled from a topographic map and have
 LH1451.an estimated accuracy of +/- 6 seconds.
 LH1451
 LH1451.The orthometric height was determined by differential leveling
 LH1451.and adjusted by the National Geodetic Survey in May 1993..
 LH1451
 LH1451.The geoid height was determined by GEOID03.
 LH1451
 LH1451.The dynamic height is computed by dividing the NAVD 88
 LH1451.geopotential number by the normal gravity value computed on the
 LH1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1451.degrees latitude (g = 980.6199 gals.).
 LH1451
 LH1451.The modeled gravity was interpolated from observed gravity values.
 LH1451
 LH1451;                    North         East    Units  Estimated Accuracy
 LH1451;SPC NE       -   100,440.      591,890.      MT  (+/- 180 meters Scaled)
 LH1451
 LH1451                          SUPERSEDED SURVEY CONTROL
 LH1451
 LH1451  NGVD 29 (02/14/92)  636.731  (m)         2089.01   (f) ADJUSTED    1 2
 LH1451
 LH1451.Superseded values are not recommended for survey control.
 LH1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1451.See file dsdata.txt to determine how the superseded data were derived.
 LH1451
 LH1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL074090(NAD 83)
 LH1451_MARKER: I = METAL ROD
 LH1451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1451_SP_SET: STAINLESS STEEL ROD
 LH1451_STAMPING: Q 435 1991
 LH1451_MARK LOGO: NGS   
 LH1451_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1451_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1451+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1451_ROD/PIPE-DEPTH: 20.4 meters
 LH1451
 LH1451  HISTORY     - Date     Condition        Report By
 LH1451  HISTORY     - 1991     MONUMENTED       NGS
 LH1451
 LH1451                          STATION DESCRIPTION
 LH1451
 LH1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1451'15.1 KM (9.40 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1451'OF STATE HIGHWAY 44 IN KEARNEY, 58.4 M (191.6 FT) SOUTH OF THE
 LH1451'CENTERLINE OF THE HIGHWAY, 13.7 M (44.9 FT) SOUTH-SOUTHEAST OF THE
 LH1451'NEAR RAIL OF THE UNION PACIFIC RAILROAD, 12.7 M (41.7 FT) EAST OF THE
 LH1451'CENTERLINE OF A GRAVELED ROAD, 8.7 M (28.5 FT) WEST OF THE NORTH LEG
 LH1451'OF A DOUBLE UTILITY POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD,
 LH1451'AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 LH1451'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1493 ***********************************************************************
 LH1493  DESIGNATION -  Q 436
 LH1493  PID         -  LH1493
 LH1493  STATE/COUNTY-  NE/ADAMS
 LH1493  USGS QUAD   -  HASTINGS EAST (1983)
 LH1493
 LH1493                         *CURRENT SURVEY CONTROL
 LH1493  ___________________________________________________________________
 LH1493* NAD 83(1986)-  40 34 57.     (N)    098 17 51.     (W)     SCALED    
 LH1493* NAVD 88     -       575.288  (meters)    1887.42   (feet)  ADJUSTED  
 LH1493  ___________________________________________________________________
 LH1493  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 LH1493  DYNAMIC HT  -         574.971 (meters)    1886.38  (feet)  COMP
 LH1493  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 LH1493
 LH1493  VERT ORDER  -  FIRST     CLASS II
 LH1493
 LH1493.The horizontal coordinates were scaled from a topographic map and have
 LH1493.an estimated accuracy of +/- 6 seconds.
 LH1493
 LH1493.The orthometric height was determined by differential leveling
 LH1493.and adjusted by the National Geodetic Survey in May 1993..
 LH1493
 LH1493.The geoid height was determined by GEOID03.
 LH1493
 LH1493.The dynamic height is computed by dividing the NAVD 88
 LH1493.geopotential number by the normal gravity value computed on the
 LH1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1493.degrees latitude (g = 980.6199 gals.).
 LH1493
 LH1493.The modeled gravity was interpolated from observed gravity values.
 LH1493
 LH1493;                    North         East    Units  Estimated Accuracy
 LH1493;SPC NE       -    84,600.      644,100.      MT  (+/- 180 meters Scaled)
 LH1493
 LH1493                          SUPERSEDED SURVEY CONTROL
 LH1493
 LH1493.No superseded survey control is available for this station.
 LH1493
 LH1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK594926(NAD 83)
 LH1493_MARKER: I = METAL ROD
 LH1493_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LH1493_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LH1493_STAMPING: Q 436 1991
 LH1493_MARK LOGO: NGS   
 LH1493_PROJECTION: PROJECTING 3 CENTIMETERS
 LH1493_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1493+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1493_ROD/PIPE-DEPTH: 9.2  meters
 LH1493_SLEEVE-DEPTH  : 0.9 meters
 LH1493
 LH1493  HISTORY     - Date     Condition        Report By
 LH1493  HISTORY     - 1991     MONUMENTED       NGS
 LH1493
 LH1493                          STATION DESCRIPTION
 LH1493
 LH1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1493'9.4 KM (5.85 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LH1493'U.S. HIGHWAY 281 IN HASTINGS, 24.7 M (81.0 FT) EAST OF THE NEAR RAIL
 LH1493'OF THE BURLINGTON NORTHERN RAILROAD, 23.1 M (75.8 FT) NORTH OF THE
 LH1493'HIGHWAY CENTERLINE, 11.5 M (37.7 FT) EAST-NORTHEAST OF A RAILROAD
 LH1493'SIGNAL CONTROL BOX, 1.2 M (3.9 FT) WEST OF A UTILITY POLE, AND 0.3 M
 LH1493'(1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LH1493'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 LH1493'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1271 ***********************************************************************
 LG1271  DESIGNATION -  Q 437
 LG1271  PID         -  LG1271
 LG1271  STATE/COUNTY-  NE/FILLMORE
 LG1271  USGS QUAD   -  FAIRMONT (1969)
 LG1271
 LG1271                         *CURRENT SURVEY CONTROL
 LG1271  ___________________________________________________________________
 LG1271* NAD 83(1986)-  40 38 14.     (N)    097 35 01.     (W)     SCALED    
 LG1271* NAVD 88     -       502.447  (meters)    1648.44   (feet)  ADJUSTED  
 LG1271  ___________________________________________________________________
 LG1271  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 LG1271  DYNAMIC HT  -         502.171 (meters)    1647.54  (feet)  COMP
 LG1271  MODELED GRAV-     980,061.6   (mgal)                       NAVD 88
 LG1271
 LG1271  VERT ORDER  -  FIRST     CLASS II
 LG1271
 LG1271.The horizontal coordinates were scaled from a topographic map and have
 LG1271.an estimated accuracy of +/- 6 seconds.
 LG1271
 LG1271.The orthometric height was determined by differential leveling
 LG1271.and adjusted by the National Geodetic Survey in May 1993..
 LG1271
 LG1271.The geoid height was determined by GEOID03.
 LG1271
 LG1271.The dynamic height is computed by dividing the NAVD 88
 LG1271.geopotential number by the normal gravity value computed on the
 LG1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1271.degrees latitude (g = 980.6199 gals.).
 LG1271
 LG1271.The modeled gravity was interpolated from observed gravity values.
 LG1271
 LG1271;                    North         East    Units  Estimated Accuracy
 LG1271;SPC NE       -    92,110.      704,340.      MT  (+/- 180 meters Scaled)
 LG1271
 LG1271                          SUPERSEDED SURVEY CONTROL
 LG1271
 LG1271.No superseded survey control is available for this station.
 LG1271
 LG1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK197994(NAD 83)
 LG1271_MARKER: DV = VERTICAL CONTROL DISK
 LG1271_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LG1271_SP_SET: GRAIN ELEVATOR
 LG1271_STAMPING: Q 437 1991
 LG1271_MARK LOGO: NGS   
 LG1271_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1271+STABILITY: POSITION/ELEVATION WELL
 LG1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1271+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1271
 LG1271  HISTORY     - Date     Condition        Report By
 LG1271  HISTORY     - 1991     MONUMENTED       NGS
 LG1271
 LG1271                          STATION DESCRIPTION
 LG1271
 LG1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1271'IN FAIRMONT, SET VERTICALLY IN THE SOUTH FACE OF A CONCRETE GRAIN
 LG1271'ELEVATOR AT THE QUAD COUNTY COOPERATIVE AT 650 D STREET, 12.6 M (41.3
 LG1271'FT) NORTH OF THE CENTERLINE OF THE STREET, 3.8 M (12.5 FT) WEST OF
 LG1271'THE EXTENDED CENTER OF THE AVENUE, 1.4 M (4.6 FT) ABOVE THE LEVEL OF
 LG1271'THE STREET, AND 0.9 M (3.0 FT) EAST OF THE SOUTHWEST CORNER OF THE
 LG1271'ELEVATOR.  NOTE--THE MARK IS ON PROPERTY OWNED BY QUAD COUNTY
 LG1271'COOPERATIVE, CONTACT VERLYN KUSKA, BRANCH MANAGER, 605 D STREET, POST
 LG1271'OFFICE BOX 308, FAIRMONT, NE 68354, TELEPHONE NUMBER (402) 268-2151.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1313 ***********************************************************************
 LG1313  DESIGNATION -  Q 438
 LG1313  PID         -  LG1313
 LG1313  STATE/COUNTY-  NE/LANCASTER
 LG1313  USGS QUAD   -  ROCA (1972)
 LG1313
 LG1313                         *CURRENT SURVEY CONTROL
 LG1313  ___________________________________________________________________
 LG1313* NAD 83(1986)-  40 42 57.     (N)    096 42 33.     (W)     SCALED    
 LG1313* NAVD 88     -       365.693  (meters)    1199.78   (feet)  ADJUSTED  
 LG1313  ___________________________________________________________________
 LG1313  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG1313  DYNAMIC HT  -         365.536 (meters)    1199.26  (feet)  COMP
 LG1313  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 LG1313
 LG1313  VERT ORDER  -  FIRST     CLASS II
 LG1313
 LG1313.The horizontal coordinates were scaled from a topographic map and have
 LG1313.an estimated accuracy of +/- 6 seconds.
 LG1313
 LG1313.The orthometric height was determined by differential leveling
 LG1313.and adjusted by the National Geodetic Survey in May 1993..
 LG1313
 LG1313.The geoid height was determined by GEOID03.
 LG1313
 LG1313.The dynamic height is computed by dividing the NAVD 88
 LG1313.geopotential number by the normal gravity value computed on the
 LG1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1313.degrees latitude (g = 980.6199 gals.).
 LG1313
 LG1313.The modeled gravity was interpolated from observed gravity values.
 LG1313
 LG1313;                    North         East    Units  Estimated Accuracy
 LG1313;SPC NE       -   103,270.      777,930.      MT  (+/- 180 meters Scaled)
 LG1313
 LG1313                          SUPERSEDED SURVEY CONTROL
 LG1313
 LG1313.No superseded survey control is available for this station.
 LG1313
 LG1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL934097(NAD 83)
 LG1313_MARKER: I = METAL ROD
 LG1313_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1313_SP_SET: STAINLESS STEEL ROD
 LG1313_STAMPING: Q 438 1991
 LG1313_MARK LOGO: NGS   
 LG1313_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1313_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1313+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1313_ROD/PIPE-DEPTH: 6.2  meters
 LG1313
 LG1313  HISTORY     - Date     Condition        Report By
 LG1313  HISTORY     - 1991     MONUMENTED       NGS
 LG1313  HISTORY     - 2002     GOOD             NEDR
 LG1313
 LG1313                          STATION DESCRIPTION
 LG1313
 LG1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1313'7.2 KM (4.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH STREET)
 LG1313'FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, 0.4 KM (0.25 MI)
 LG1313'NORTH OF THE INTERSECTION OF A GRAVELED ROAD, 27.6 M (90.6 FT) WEST
 LG1313'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 2.3 M (7.5
 LG1313'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH OF A
 LG1313'RIGHT-OF-WAY MARKER, AND 0.6 M (2.0 FT) SOUTH OF A WITNESS POST.
 LG1313'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1313
 LG1313                          STATION RECOVERY (2002)
 LG1313
 LG1313'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1313'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1340 ***********************************************************************
 LG1340  DESIGNATION -  Q 439
 LG1340  PID         -  LG1340
 LG1340  STATE/COUNTY-  NE/OTOE
 LG1340  USGS QUAD   -  UNADILLA (1966)
 LG1340
 LG1340                         *CURRENT SURVEY CONTROL
 LG1340  ___________________________________________________________________
 LG1340* NAD 83(1986)-  40 42 42.     (N)    096 18 12.     (W)     SCALED    
 LG1340* NAVD 88     -       341.232  (meters)    1119.53   (feet)  ADJUSTED  
 LG1340  ___________________________________________________________________
 LG1340  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 LG1340  DYNAMIC HT  -         341.078 (meters)    1119.02  (feet)  COMP
 LG1340  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 LG1340
 LG1340  VERT ORDER  -  FIRST     CLASS II
 LG1340
 LG1340.The horizontal coordinates were scaled from a topographic map and have
 LG1340.an estimated accuracy of +/- 6 seconds.
 LG1340
 LG1340.The orthometric height was determined by differential leveling
 LG1340.and adjusted by the National Geodetic Survey in May 1993..
 LG1340
 LG1340.The geoid height was determined by GEOID03.
 LG1340
 LG1340.The dynamic height is computed by dividing the NAVD 88
 LG1340.geopotential number by the normal gravity value computed on the
 LG1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1340.degrees latitude (g = 980.6199 gals.).
 LG1340
 LG1340.The modeled gravity was interpolated from observed gravity values.
 LG1340
 LG1340;                    North         East    Units  Estimated Accuracy
 LG1340;SPC NE       -   104,200.      812,200.      MT  (+/- 180 meters Scaled)
 LG1340
 LG1340                          SUPERSEDED SURVEY CONTROL
 LG1340
 LG1340.No superseded survey control is available for this station.
 LG1340
 LG1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL277102(NAD 83)
 LG1340_MARKER: I = METAL ROD
 LG1340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1340_SP_SET: STAINLESS STEEL ROD
 LG1340_STAMPING: Q 439 1991
 LG1340_MARK LOGO: NGS   
 LG1340_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1340_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1340+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1340_ROD/PIPE-DEPTH: 6.9  meters
 LG1340
 LG1340  HISTORY     - Date     Condition        Report By
 LG1340  HISTORY     - 1991     MONUMENTED       NGS
 LG1340
 LG1340                          STATION DESCRIPTION
 LG1340
 LG1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1340'12.4 KM (7.70 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1340'STATE HIGHWAY 50 IN SYRACUSE, 36.8 M (120.7 FT) NORTHEAST OF THE
 LG1340'CENTERLINE OF THE HIGHWAY, 7.6 M (24.9 FT) NORTH OF THE EXTENDED
 LG1340'CENTER OF A GRAVELED ROAD LEADING EAST, 3.9 M (12.8 FT) SOUTH OF A
 LG1340'UTILITY POLE, 1.0 M (3.3 FT) EAST OF A WITNESS POST, 1.0 M (3.3 FT)
 LG1340'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 LG1340'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1374 ***********************************************************************
 LG1374  DESIGNATION -  Q 440
 LG1374  PID         -  LG1374
 LG1374  STATE/COUNTY-  NE/LANCASTER
 LG1374  USGS QUAD   -  LINCOLN (1980)
 LG1374
 LG1374                         *CURRENT SURVEY CONTROL
 LG1374  ___________________________________________________________________
 LG1374* NAD 83(1986)-  40 51 26.     (N)    096 42 03.     (W)     SCALED    
 LG1374* NAVD 88     -       385.449  (meters)    1264.59   (feet)  ADJUSTED  
 LG1374  ___________________________________________________________________
 LG1374  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 LG1374  DYNAMIC HT  -         385.278 (meters)    1264.03  (feet)  COMP
 LG1374  MODELED GRAV-     980,168.2   (mgal)                       NAVD 88
 LG1374
 LG1374  VERT ORDER  -  FIRST     CLASS II
 LG1374
 LG1374.The horizontal coordinates were scaled from a topographic map and have
 LG1374.an estimated accuracy of +/- 6 seconds.
 LG1374
 LG1374.The orthometric height was determined by differential leveling
 LG1374.and adjusted by the National Geodetic Survey in May 1993..
 LG1374
 LG1374.The geoid height was determined by GEOID03.
 LG1374
 LG1374.The dynamic height is computed by dividing the NAVD 88
 LG1374.geopotential number by the normal gravity value computed on the
 LG1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1374.degrees latitude (g = 980.6199 gals.).
 LG1374
 LG1374.The modeled gravity was interpolated from observed gravity values.
 LG1374
 LG1374;                    North         East    Units  Estimated Accuracy
 LG1374;SPC NE       -   118,990.      778,030.      MT  (+/- 180 meters Scaled)
 LG1374
 LG1374                          SUPERSEDED SURVEY CONTROL
 LG1374
 LG1374.No superseded survey control is available for this station.
 LG1374
 LG1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL937254(NAD 83)
 LG1374_MARKER: I = METAL ROD
 LG1374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1374_SP_SET: STAINLESS STEEL ROD
 LG1374_STAMPING: Q 440 1992
 LG1374_MARK LOGO: NGS   
 LG1374_PROJECTION: FLUSH
 LG1374_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1374+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1374_ROD/PIPE-DEPTH: 7.1  meters
 LG1374
 LG1374  HISTORY     - Date     Condition        Report By
 LG1374  HISTORY     - 1992     MONUMENTED       NGS
 LG1374  HISTORY     - 20050402 GOOD             GEOCAC
 LG1374
 LG1374                          STATION DESCRIPTION
 LG1374
 LG1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1374'IN LINCOLN, AT THE INTERSECTION OF SUPERIOR AND NORTH 14TH STREETS,
 LG1374'16.1 M (52.8 FT) EAST OF THE CENTERLINE OF NORTH 14TH STREET, 15.8 M
 LG1374'(51.8 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND
 LG1374'LANES OF SUPERIOR STREET, 6.5 M (21.3 FT) SOUTH-SOUTHEAST OF A
 LG1374'UTILITY LIGHT POLE, 2.8 M (9.2 FT) EAST OF A UTILITY POLE, AND 0.8 M
 LG1374'(2.6 FT) EAST OF THE EAST EDGE OF A SIDEWALK. NOTE--ACCESS TO THE
 LG1374'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1374
 LG1374                          STATION RECOVERY (2005)
 LG1374
 LG1374'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1374'FOUND AS DESCRIBED, ALSO 6.7 M (21.8 FT) EAST OF CENTER OF LINCOLN
 LG1374'TELEPHONE AND TELEGRAPH MANHOLE COVER. LID OF LOGO CAP IS MISSING.
 LG1374'HANDHELD NAD83 GPS COORDS N 40D 51M 26.2S  W 96D 42M 03.2S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0588 ***********************************************************************
 NO0588  DESIGNATION -  Q 441
 NO0588  PID         -  NO0588
 NO0588  STATE/COUNTY-  NE/CHERRY
 NO0588  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0588
 NO0588                         *CURRENT SURVEY CONTROL
 NO0588  ___________________________________________________________________
 NO0588* NAD 83(1986)-  42 54 43.     (N)    100 34 27.     (W)     SCALED    
 NO0588* NAVD 88     -       832.478  (meters)    2731.22   (feet)  ADJUSTED  
 NO0588  ___________________________________________________________________
 NO0588  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 NO0588  DYNAMIC HT  -         832.150 (meters)    2730.15  (feet)  COMP
 NO0588  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 NO0588
 NO0588  VERT ORDER  -  FIRST     CLASS II
 NO0588
 NO0588.The horizontal coordinates were scaled from a topographic map and have
 NO0588.an estimated accuracy of +/- 6 seconds.
 NO0588
 NO0588.The orthometric height was determined by differential leveling
 NO0588.and adjusted by the National Geodetic Survey in June 1994..
 NO0588
 NO0588.The geoid height was determined by GEOID03.
 NO0588
 NO0588.The dynamic height is computed by dividing the NAVD 88
 NO0588.geopotential number by the normal gravity value computed on the
 NO0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0588.degrees latitude (g = 980.6199 gals.).
 NO0588
 NO0588.The modeled gravity was interpolated from observed gravity values.
 NO0588
 NO0588;                    North         East    Units  Estimated Accuracy
 NO0588;SPC NE       -   342,000.      453,120.      MT  (+/- 180 meters Scaled)
 NO0588
 NO0588                          SUPERSEDED SURVEY CONTROL
 NO0588
 NO0588.No superseded survey control is available for this station.
 NO0588
 NO0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN715522(NAD 83)
 NO0588_MARKER: I = METAL ROD
 NO0588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0588_SP_SET: STAINLESS STEEL ROD
 NO0588_STAMPING: Q 441 1992
 NO0588_MARK LOGO: NGS   
 NO0588_PROJECTION: FLUSH
 NO0588_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0588+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NO0588_ROD/PIPE-DEPTH: 3.0  meters
 NO0588
 NO0588  HISTORY     - Date     Condition        Report By
 NO0588  HISTORY     - 1992     MONUMENTED       NGS
 NO0588
 NO0588                          STATION DESCRIPTION
 NO0588
 NO0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0588'4.0 KM (2.50 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0588'IN VALENTINE, 27.5 M (90.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 NO0588'19.2 M (63.0 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 9.4 M (30.8
 NO0588'FT) NORTH OF A T-JUNCTION UTILITY POLE WITH A GUY CABLE, 0.4 M (1.3
 NO0588'FT) EAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE
 NO0588'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NO0588'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3464 ***********************************************************************
 AI3464  DESIGNATION -  Q 442
 AI3464  PID         -  AI3464
 AI3464  STATE/COUNTY-  NE/RED WILLOW
 AI3464  USGS QUAD   -  MC COOK EAST (1983)
 AI3464
 AI3464                         *CURRENT SURVEY CONTROL
 AI3464  ___________________________________________________________________
 AI3464* NAD 83(1986)-  40 12 13.     (N)    100 36 46.     (W)     SCALED    
 AI3464* NAVD 88     -       761.650  (meters)    2498.85   (feet)  ADJUSTED  
 AI3464  ___________________________________________________________________
 AI3464  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AI3464  DYNAMIC HT  -         761.147 (meters)    2497.20  (feet)  COMP
 AI3464  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 AI3464
 AI3464  VERT ORDER  -  SECOND    CLASS I
 AI3464
 AI3464.The horizontal coordinates were scaled from a topographic map and have
 AI3464.an estimated accuracy of +/- 6 seconds.
 AI3464
 AI3464.The orthometric height was determined by differential leveling
 AI3464.and adjusted by the National Geodetic Survey in July 2002..
 AI3464.No vertical observational check was made to the station.
 AI3464
 AI3464.The geoid height was determined by GEOID03.
 AI3464
 AI3464.The dynamic height is computed by dividing the NAVD 88
 AI3464.geopotential number by the normal gravity value computed on the
 AI3464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3464.degrees latitude (g = 980.6199 gals.).
 AI3464
 AI3464.The modeled gravity was interpolated from observed gravity values.
 AI3464
 AI3464;                    North         East    Units  Estimated Accuracy
 AI3464;SPC NE       -    41,300.      447,830.      MT  (+/- 180 meters Scaled)
 AI3464
 AI3464                          SUPERSEDED SURVEY CONTROL
 AI3464
 AI3464.No superseded survey control is available for this station.
 AI3464
 AI3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK627516(NAD 83)
 AI3464_MARKER: DV = VERTICAL CONTROL DISK
 AI3464_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3464_SP_SET: CULVERT HEADWALL
 AI3464_STAMPING: Q 442 1999
 AI3464_MARK LOGO: NGS   
 AI3464_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3464+STABILITY: SURFACE MOTION
 AI3464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3464+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 AI3464
 AI3464  HISTORY     - Date     Condition        Report By
 AI3464  HISTORY     - 1999     MONUMENTED       NGS
 AI3464  HISTORY     - 20050327 GOOD             GEOCAC
 AI3464
 AI3464                          STATION DESCRIPTION
 AI3464
 AI3464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3464'0.3 KM (0.20 MI) NORTHERLY ALONG NORRIS AVENUE FROM THE COURTHOUSE IN
 AI3464'MCCOOK, THENCE 1.1 KM (0.70 MI) EASTERLY ALONG H STREET, IN TOP OF AND
 AI3464'0.3 M (1.0 FT) EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF
 AI3464'A CULVERT UNDER THE STREET, 10.0 M (32.8 FT) NORTH OF THE STREET
 AI3464'CENTER, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE. NOTE--THE
 AI3464'MARK IS ON CITY STREET RIGHT-OF-WAY.
 AI3464
 AI3464                          STATION RECOVERY (2005)
 AI3464
 AI3464'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 AI3464'HANDHELD NAD83 GPS CO-ORDS ARE N 40D 12M 16.1S  W 100D 36M 45.3S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0261 ***********************************************************************
 MN0261  DESIGNATION -  Q 50
 MN0261  PID         -  MN0261
 MN0261  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0261  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0261
 MN0261                         *CURRENT SURVEY CONTROL
 MN0261  ___________________________________________________________________
 MN0261* NAD 83(1986)-  41 52 13.     (N)    103 39 43.     (W)     SCALED    
 MN0261* NAVD 88     -      1186.934  (meters)    3894.13   (feet)  ADJUSTED  
 MN0261  ___________________________________________________________________
 MN0261  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 MN0261  DYNAMIC HT  -        1186.172 (meters)    3891.63  (feet)  COMP
 MN0261  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 MN0261
 MN0261  VERT ORDER  -  SECOND    CLASS 0
 MN0261
 MN0261.The horizontal coordinates were scaled from a topographic map and have
 MN0261.an estimated accuracy of +/- 6 seconds.
 MN0261
 MN0261.The orthometric height was determined by differential leveling
 MN0261.and adjusted by the National Geodetic Survey in June 1991..
 MN0261
 MN0261.The geoid height was determined by GEOID03.
 MN0261
 MN0261.The dynamic height is computed by dividing the NAVD 88
 MN0261.geopotential number by the normal gravity value computed on the
 MN0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0261.degrees latitude (g = 980.6199 gals.).
 MN0261
 MN0261.The modeled gravity was interpolated from observed gravity values.
 MN0261
 MN0261;                    North         East    Units  Estimated Accuracy
 MN0261;SPC NE       -   232,590.      196,180.      MT  (+/- 180 meters Scaled)
 MN0261
 MN0261                          SUPERSEDED SURVEY CONTROL
 MN0261
 MN0261  NGVD 29 (??/??/92) 1186.284  (m)         3892.00   (f) ADJ UNCH    2 0
 MN0261
 MN0261.Superseded values are not recommended for survey control.
 MN0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0261.See file dsdata.txt to determine how the superseded data were derived.
 MN0261
 MN0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG110362(NAD 83)
 MN0261_MARKER: DB = BENCH MARK DISK
 MN0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MN0261_SP_SET: WALL
 MN0261_STAMPING: Q 50 1934
 MN0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0261+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2003
 MN0261
 MN0261  HISTORY     - Date     Condition        Report By
 MN0261  HISTORY     - 1934     MONUMENTED       CGS
 MN0261  HISTORY     - 1962     GOOD             NGS
 MN0261  HISTORY     - 20030924 GOOD             NGS
 MN0261
 MN0261                          STATION DESCRIPTION
 MN0261
 MN0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0261'AT SCOTTSBLUFF.
 MN0261'AT SCOTTSBLUFF, SCOTTS BLUFF COUNTY, IN THE SOUTH CONCRETE WALL
 MN0261'OF THE PUBLIC HIGH SCHOOL BUILDING, NEAR THE SOUTHWEST CORNER, 2.4
 MN0261'FEET EAST OF THE WEST FACE, AND ABOUT 4.7 FEET ABOVE THE SIDEWALK.
 MN0261'A STANDARD DISK, STAMPED Q 50 1934 AND SET VERTICALLY.
 MN0261
 MN0261                          STATION RECOVERY (1962)
 MN0261
 MN0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MN0261'RECOVERED IN GOOD CONDITION.
 MN0261
 MN0261                          STATION RECOVERY (2003)
 MN0261
 MN0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0261'BLDG. IS NOW CALLED THE BLUFFS MIDDLE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0116 ***********************************************************************
 MN0116  DESIGNATION -  Q 51
 MN0116  PID         -  MN0116
 MN0116  STATE/COUNTY-  NE/MORRILL
 MN0116  USGS QUAD   -  BROADWATER (1965)
 MN0116
 MN0116                         *CURRENT SURVEY CONTROL
 MN0116  ___________________________________________________________________
 MN0116* NAD 83(1986)-  41 35 05.     (N)    102 49 19.     (W)     SCALED    
 MN0116* NAVD 88     -      1090.932  (meters)    3579.17   (feet)  ADJUSTED  
 MN0116  ___________________________________________________________________
 MN0116  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 MN0116  DYNAMIC HT  -        1090.253 (meters)    3576.94  (feet)  COMP
 MN0116  MODELED GRAV-     979,962.9   (mgal)                       NAVD 88
 MN0116
 MN0116  VERT ORDER  -  SECOND    CLASS 0
 MN0116
 MN0116.The horizontal coordinates were scaled from a topographic map and have
 MN0116.an estimated accuracy of +/- 6 seconds.
 MN0116
 MN0116.The orthometric height was determined by differential leveling
 MN0116.and adjusted by the National Geodetic Survey in June 1991..
 MN0116
 MN0116.The geoid height was determined by GEOID03.
 MN0116
 MN0116.The dynamic height is computed by dividing the NAVD 88
 MN0116.geopotential number by the normal gravity value computed on the
 MN0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0116.degrees latitude (g = 980.6199 gals.).
 MN0116
 MN0116.The modeled gravity was interpolated from observed gravity values.
 MN0116
 MN0116;                    North         East    Units  Estimated Accuracy
 MN0116;SPC NE       -   198,290.      264,810.      MT  (+/- 180 meters Scaled)
 MN0116
 MN0116                          SUPERSEDED SURVEY CONTROL
 MN0116
 MN0116  NGVD 29 (??/??/92) 1090.395  (m)         3577.40   (f) ADJ UNCH    2 0
 MN0116
 MN0116.Superseded values are not recommended for survey control.
 MN0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0116.See file dsdata.txt to determine how the superseded data were derived.
 MN0116
 MN0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG815059(NAD 83)
 MN0116_MARKER: DB = BENCH MARK DISK
 MN0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0116_STAMPING: Q 51 1934
 MN0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0116+STABILITY: SURFACE MOTION
 MN0116
 MN0116  HISTORY     - Date     Condition        Report By
 MN0116  HISTORY     - 1934     MONUMENTED       CGS
 MN0116  HISTORY     - 1964     MARK NOT FOUND   USGS
 MN0116
 MN0116                          STATION DESCRIPTION
 MN0116
 MN0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0116'1.3 MI E FROM BROADWATER.
 MN0116'ABOUT 1.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0116'STATION AT BROADWATER, MORRILL COUNTY, ABOUT 14 POLES EAST
 MN0116'OF MILEPOST 99, ABOUT 2 POLES EAST OF THE ENTRANCE TO A FARMHOUSE,
 MN0116'44 FEET SOUTH OF THE SOUTH RAIL, 128 FEET SOUTH OF THE CENTER
 MN0116'LINE OF U.S. HIGHWAY 26, AND 5 FEET NORTH OF THE RAILROAD
 MN0116'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 51 1934 AND
 MN0116'SET IN THE TOP OF A CONCRETE POST.
 MN0116
 MN0116                          STATION RECOVERY (1964)
 MN0116
 MN0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MN0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0049 ***********************************************************************
 MN0049  DESIGNATION -  Q 53
 MN0049  PID         -  MN0049
 MN0049  STATE/COUNTY-  NE/GARDEN
 MN0049  USGS QUAD   -  OSHKOSH (1971)
 MN0049
 MN0049                         *CURRENT SURVEY CONTROL
 MN0049  ___________________________________________________________________
 MN0049* NAD 83(1986)-  41 25 52.     (N)    102 20 50.     (W)     SCALED    
 MN0049* NAVD 88     -      1058.607  (meters)    3473.11   (feet)  ADJUSTED  
 MN0049  ___________________________________________________________________
 MN0049  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 MN0049  DYNAMIC HT  -        1057.952 (meters)    3470.96  (feet)  COMP
 MN0049  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 MN0049
 MN0049  VERT ORDER  -  SECOND    CLASS 0
 MN0049
 MN0049.The horizontal coordinates were scaled from a topographic map and have
 MN0049.an estimated accuracy of +/- 6 seconds.
 MN0049
 MN0049.The orthometric height was determined by differential leveling
 MN0049.and adjusted by the National Geodetic Survey in June 1991..
 MN0049
 MN0049.The geoid height was determined by GEOID03.
 MN0049
 MN0049.The dynamic height is computed by dividing the NAVD 88
 MN0049.geopotential number by the normal gravity value computed on the
 MN0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0049.degrees latitude (g = 980.6199 gals.).
 MN0049
 MN0049.The modeled gravity was interpolated from observed gravity values.
 MN0049
 MN0049;                    North         East    Units  Estimated Accuracy
 MN0049;SPC NE       -   180,060.      303,900.      MT  (+/- 180 meters Scaled)
 MN0049
 MN0049                          SUPERSEDED SURVEY CONTROL
 MN0049
 MN0049  NGVD 29 (??/??/92) 1058.108  (m)         3471.48   (f) ADJ UNCH    2 0
 MN0049
 MN0049.Superseded values are not recommended for survey control.
 MN0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0049.See file dsdata.txt to determine how the superseded data were derived.
 MN0049
 MN0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF216900(NAD 83)
 MN0049_MARKER: DB = BENCH MARK DISK
 MN0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0049_STAMPING: Q 53 1934
 MN0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0049+STABILITY: SURFACE MOTION
 MN0049
 MN0049  HISTORY     - Date     Condition        Report By
 MN0049  HISTORY     - 1934     MONUMENTED       CGS
 MN0049  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0049
 MN0049                          STATION DESCRIPTION
 MN0049
 MN0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0049'1.7 MI S FROM OSHKOSH.
 MN0049'1.7 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE COURTHOUSE AT
 MN0049'OSHKOSH, GARDEN COUNTY, 192 FEET SOUTH OF THE SOUTHWEST CORNER OF
 MN0049'A FARMHOUSE, 51 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,  10
 MN0049'FEET EAST OF THE RIGHT-OF-WAY FENCE AND 3 FEET SOUTH OF AN
 MN0049'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED Q 53 1934 AND SET
 MN0049'IN THE TOP OF A CONCRETE POST.
 MN0049
 MN0049                          STATION RECOVERY (1971)
 MN0049
 MN0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0293 ***********************************************************************
 MN0293  DESIGNATION -  Q 54
 MN0293  PID         -  MN0293
 MN0293  STATE/COUNTY-  NE/BANNER
 MN0293  USGS QUAD   -  HARRISBURG (1979)
 MN0293
 MN0293                         *CURRENT SURVEY CONTROL
 MN0293  ___________________________________________________________________
 MN0293* NAD 83(1986)-  41 31 50.     (N)    103 44 21.     (W)     SCALED    
 MN0293* NAVD 88     -      1431.606  (meters)    4696.86   (feet)  ADJUSTED  
 MN0293  ___________________________________________________________________
 MN0293  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 MN0293  DYNAMIC HT  -        1430.557 (meters)    4693.42  (feet)  COMP
 MN0293  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 MN0293
 MN0293  VERT ORDER  -  SECOND    CLASS 0
 MN0293
 MN0293.The horizontal coordinates were scaled from a topographic map and have
 MN0293.an estimated accuracy of +/- 6 seconds.
 MN0293
 MN0293.The orthometric height was determined by differential leveling
 MN0293.and adjusted by the National Geodetic Survey in June 1991..
 MN0293
 MN0293.The geoid height was determined by GEOID03.
 MN0293
 MN0293.The dynamic height is computed by dividing the NAVD 88
 MN0293.geopotential number by the normal gravity value computed on the
 MN0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0293.degrees latitude (g = 980.6199 gals.).
 MN0293
 MN0293.The modeled gravity was interpolated from observed gravity values.
 MN0293
 MN0293;                    North         East    Units  Estimated Accuracy
 MN0293;SPC NE       -   195,180.      188,140.      MT  (+/- 180 meters Scaled)
 MN0293
 MN0293                          SUPERSEDED SURVEY CONTROL
 MN0293
 MN0293  NGVD 29 (??/??/92) 1430.888  (m)         4694.51   (f) ADJ UNCH    2 0
 MN0293
 MN0293.Superseded values are not recommended for survey control.
 MN0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0293.See file dsdata.txt to determine how the superseded data were derived.
 MN0293
 MN0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF051984(NAD 83)
 MN0293_MARKER: DB = BENCH MARK DISK
 MN0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0293_STAMPING: Q 54 1934
 MN0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0293+STABILITY: SURFACE MOTION
 MN0293
 MN0293  HISTORY     - Date     Condition        Report By
 MN0293  HISTORY     - 1934     MONUMENTED       CGS
 MN0293  HISTORY     - 1941     GOOD             NGS
 MN0293  HISTORY     - 1974     POOR             USGS
 MN0293
 MN0293                          STATION DESCRIPTION
 MN0293
 MN0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0293'1.9 MI S FROM HARRISBURG.
 MN0293'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 MN0293'AT HARRISBURG, BANNER COUNTY, ABOUT 0.7 MILE NORTH OF A BLUFF
 MN0293'IN A FIELD, AT THE TOP OF A HILL, 33 FEET WEST OF THE CENTER
 MN0293'LINE OF THE HIGHWAY, 5 FEET SOUTHWEST OF A POLE, AND 4 FEET
 MN0293'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 54
 MN0293'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0293
 MN0293                          STATION RECOVERY (1941)
 MN0293
 MN0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MN0293'RECOVERED IN GOOD CONDITION.
 MN0293
 MN0293                          STATION RECOVERY (1974)
 MN0293
 MN0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0293'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0194 ***********************************************************************
 MN0194  DESIGNATION -  Q 55
 MN0194  PID         -  MN0194
 MN0194  STATE/COUNTY-  NE/MORRILL
 MN0194  USGS QUAD   -  ROUNDHOUSE ROCK (1979)
 MN0194
 MN0194                         *CURRENT SURVEY CONTROL
 MN0194  ___________________________________________________________________
 MN0194* NAD 83(1986)-  41 35 01.     (N)    103 14 53.     (W)     SCALED    
 MN0194* NAVD 88     -      1184.002  (meters)    3884.51   (feet)  ADJUSTED  
 MN0194  ___________________________________________________________________
 MN0194  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 MN0194  DYNAMIC HT  -        1183.231 (meters)    3881.98  (feet)  COMP
 MN0194  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 MN0194
 MN0194  VERT ORDER  -  SECOND    CLASS 0
 MN0194
 MN0194.The horizontal coordinates were scaled from a topographic map and have
 MN0194.an estimated accuracy of +/- 6 seconds.
 MN0194
 MN0194.The orthometric height was determined by differential leveling
 MN0194.and adjusted by the National Geodetic Survey in June 1991..
 MN0194
 MN0194.The geoid height was determined by GEOID03.
 MN0194
 MN0194.The dynamic height is computed by dividing the NAVD 88
 MN0194.geopotential number by the normal gravity value computed on the
 MN0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0194.degrees latitude (g = 980.6199 gals.).
 MN0194
 MN0194.The modeled gravity was interpolated from observed gravity values.
 MN0194
 MN0194;                    North         East    Units  Estimated Accuracy
 MN0194;SPC NE       -   199,410.      229,310.      MT  (+/- 180 meters Scaled)
 MN0194
 MN0194                          SUPERSEDED SURVEY CONTROL
 MN0194
 MN0194  NGVD 29 (??/??/92) 1183.416  (m)         3882.59   (f) ADJ UNCH    2 0
 MN0194
 MN0194.Superseded values are not recommended for survey control.
 MN0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0194.See file dsdata.txt to determine how the superseded data were derived.
 MN0194
 MN0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG460050(NAD 83)
 MN0194_MARKER: DB = BENCH MARK DISK
 MN0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0194_STAMPING: Q 55 1934
 MN0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0194+STABILITY: SURFACE MOTION
 MN0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0194+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 MN0194
 MN0194  HISTORY     - Date     Condition        Report By
 MN0194  HISTORY     - 1934     MONUMENTED       CGS
 MN0194  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0194  HISTORY     - 20060627 GOOD             NEDR
 MN0194
 MN0194                          STATION DESCRIPTION
 MN0194
 MN0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0194'1.2 MI E FROM REDINGTON.
 MN0194'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0194'AT REDINGTON, MORRILL COUNTY, 29 FEET EAST OF A NORTH-AND-SOUTH
 MN0194'FENCE LINE, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3 FEET
 MN0194'EAST OF A POLE.  A STANDARD DISK, STAMPED Q 55 1934 AND SET IN THE
 MN0194'TOP OF A CONCRETE POST.
 MN0194
 MN0194                          STATION RECOVERY (1972)
 MN0194
 MN0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0194'MARK NOT FOUND.
 MN0194
 MN0194                          STATION RECOVERY (2006)
 MN0194
 MN0194'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (TEA)
 MN0194'NEW DESCRIPTION
 MN0194'1.25 MILES EAST OF COUNTRY ROAD 81 ON HWY 88 (REDINGTON). STATION ON
 MN0194'NORTH SIDE ON ROAD IN FENCE LINE 67 FEET NORTH OF CENTERLINE HWY 88,
 MN0194'5.6 FEET NORTH OF RIGHT-OF-WAY LINE AND 138.9 FEET WEST SOUTHWEST OF
 MN0194'N.R.D. MODERATING WELL-24J.S, .2 FEET BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0858 ***********************************************************************
 ML0858  DESIGNATION -  Q 56
 ML0858  PID         -  ML0858
 ML0858  STATE/COUNTY-  NE/CUSTER
 ML0858  USGS QUAD   -  ANSELMO (1978)
 ML0858
 ML0858                         *CURRENT SURVEY CONTROL
 ML0858  ___________________________________________________________________
 ML0858* NAD 83(1986)-  41 37 20.     (N)    099 52 13.     (W)     SCALED    
 ML0858* NAVD 88     -       795.217  (meters)    2608.97   (feet)  ADJUSTED  
 ML0858  ___________________________________________________________________
 ML0858  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 ML0858  DYNAMIC HT  -         794.809 (meters)    2607.64  (feet)  COMP
 ML0858  MODELED GRAV-     980,082.8   (mgal)                       NAVD 88
 ML0858
 ML0858  VERT ORDER  -  SECOND    CLASS 0
 ML0858
 ML0858.The horizontal coordinates were scaled from a topographic map and have
 ML0858.an estimated accuracy of +/- 6 seconds.
 ML0858
 ML0858.The orthometric height was determined by differential leveling
 ML0858.and adjusted by the National Geodetic Survey in June 1991..
 ML0858
 ML0858.The geoid height was determined by GEOID03.
 ML0858
 ML0858.The dynamic height is computed by dividing the NAVD 88
 ML0858.geopotential number by the normal gravity value computed on the
 ML0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0858.degrees latitude (g = 980.6199 gals.).
 ML0858
 ML0858.The modeled gravity was interpolated from observed gravity values.
 ML0858
 ML0858;                    North         East    Units  Estimated Accuracy
 ML0858;SPC NE       -   198,620.      510,810.      MT  (+/- 180 meters Scaled)
 ML0858
 ML0858                          SUPERSEDED SURVEY CONTROL
 ML0858
 ML0858  NGVD 29 (??/??/92)  794.937  (m)         2608.06   (f) ADJ UNCH    2 0
 ML0858
 ML0858.Superseded values are not recommended for survey control.
 ML0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0858.See file dsdata.txt to determine how the superseded data were derived.
 ML0858
 ML0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM275081(NAD 83)
 ML0858_MARKER: DB = BENCH MARK DISK
 ML0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0858_STAMPING: Q 56 1934
 ML0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0858+STABILITY: SURFACE MOTION
 ML0858
 ML0858  HISTORY     - Date     Condition        Report By
 ML0858  HISTORY     - 1934     MONUMENTED       CGS
 ML0858  HISTORY     - 1939     GOOD             NGS
 ML0858  HISTORY     - 1978     POOR             LOCSUR
 ML0858
 ML0858                          STATION DESCRIPTION
 ML0858
 ML0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 ML0858'0.3 MI NW FROM ANSELMO.
 ML0858'0.3 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0858'RAILROAD FROM THE STATION AT ANSELMO, CUSTER COUNTY, 145 FEET
 ML0858'SOUTH OF MILEPOST 196, 72.6 FEET NORTHEAST OF THE CENTERLINE OF
 ML0858'STATE HIGHWAY 2, 49.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 ML0858'MAIN TRACK, AND 10 FEET NORTH OF A POLE.  A STANDARD DISK,
 ML0858'STAMPED Q 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 ML0858
 ML0858                          STATION RECOVERY (1978)
 ML0858
 ML0858'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ML0858'MARKER WAS FOUND LYING ALMOST FLAT, HAD BEEN HIT BY SOME CONSTRUCTION
 ML0858'EQUIPMENT. ELEVATION IS NO LONGER ACCURATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0404 ***********************************************************************
 NP0404  DESIGNATION -  Q 57
 NP0404  PID         -  NP0404
 NP0404  STATE/COUNTY-  NE/BOX BUTTE
 NP0404  USGS QUAD   -  HEMINGFORD (1948)
 NP0404
 NP0404                         *CURRENT SURVEY CONTROL
 NP0404  ___________________________________________________________________
 NP0404* NAD 83(1986)-  42 19 19.     (N)    103 04 42.     (W)     SCALED    
 NP0404* NAVD 88     -      1305.248  (meters)    4282.30   (feet)  ADJUSTED  
 NP0404  ___________________________________________________________________
 NP0404  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 NP0404  DYNAMIC HT  -        1304.484 (meters)    4279.79  (feet)  COMP
 NP0404  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 NP0404
 NP0404  VERT ORDER  -  FIRST     CLASS II
 NP0404
 NP0404.The horizontal coordinates were scaled from a topographic map and have
 NP0404.an estimated accuracy of +/- 6 seconds.
 NP0404
 NP0404.The orthometric height was determined by differential leveling
 NP0404.and adjusted by the National Geodetic Survey in June 1991..
 NP0404
 NP0404.The geoid height was determined by GEOID03.
 NP0404
 NP0404.The dynamic height is computed by dividing the NAVD 88
 NP0404.geopotential number by the normal gravity value computed on the
 NP0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0404.degrees latitude (g = 980.6199 gals.).
 NP0404
 NP0404.The modeled gravity was interpolated from observed gravity values.
 NP0404
 NP0404;                    North         East    Units  Estimated Accuracy
 NP0404;SPC NE       -   280,820.      246,360.      MT  (+/- 180 meters Scaled)
 NP0404
 NP0404                          SUPERSEDED SURVEY CONTROL
 NP0404
 NP0404  NGVD 29 (??/??/92) 1304.620  (m)         4280.24   (f) ADJ UNCH    1 2
 NP0404
 NP0404.Superseded values are not recommended for survey control.
 NP0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0404.See file dsdata.txt to determine how the superseded data were derived.
 NP0404
 NP0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG583873(NAD 83)
 NP0404_MARKER: DB = BENCH MARK DISK
 NP0404_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NP0404_SP_SET: BUILDING
 NP0404_STAMPING: Q 57 1934
 NP0404_MARK LOGO: CGS   
 NP0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0404+STABILITY: POSITION/ELEVATION WELL
 NP0404
 NP0404  HISTORY     - Date     Condition        Report By
 NP0404  HISTORY     - 1934     MONUMENTED       CGS
 NP0404  HISTORY     - 1956     GOOD             NGS
 NP0404  HISTORY     - 1985     GOOD             NGS
 NP0404
 NP0404                          STATION DESCRIPTION
 NP0404
 NP0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0404'0.3 MI W FROM HEMINGFORD.
 NP0404'0.3 MILE WEST ALONG STATE HIGHWAYS 2 AND 87 FROM THE POST OFFICE AT
 NP0404'HEMINGFORD, AT THE PUBLIC SCHOOL, 7 FEET EAST OF THE CENTER OF
 NP0404'THE SOUTH ENTRANCE, 5.0 FEET ABOVE THE GROUND, SET VERTICALLY
 NP0404'IN THE SOUTH WALL OF THE SCHOOL BUILDING, IN SECTION 7, TOWNSHIP
 NP0404'27 NORTH, RANGE 49 WEST.
 NP0404
 NP0404                          STATION RECOVERY (1985)
 NP0404
 NP0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0768 ***********************************************************************
 ML0768  DESIGNATION -  Q 60
 ML0768  PID         -  ML0768
 ML0768  STATE/COUNTY-  NE/CUSTER
 ML0768  USGS QUAD   -  EDDYVILLE NW (1974)
 ML0768
 ML0768                         *CURRENT SURVEY CONTROL
 ML0768  ___________________________________________________________________
 ML0768* NAD 83(1986)-  41 10 01.     (N)    099 44 52.     (W)     SCALED    
 ML0768* NAVD 88     -       766.236  (meters)    2513.89   (feet)  ADJUSTED  
 ML0768  ___________________________________________________________________
 ML0768  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 ML0768  DYNAMIC HT  -         765.816 (meters)    2512.51  (feet)  COMP
 ML0768  MODELED GRAV-     980,049.7   (mgal)                       NAVD 88
 ML0768
 ML0768  VERT ORDER  -  SECOND    CLASS 0
 ML0768
 ML0768.The horizontal coordinates were scaled from a topographic map and have
 ML0768.an estimated accuracy of +/- 6 seconds.
 ML0768
 ML0768.The orthometric height was determined by differential leveling
 ML0768.and adjusted by the National Geodetic Survey in June 1991..
 ML0768
 ML0768.The geoid height was determined by GEOID03.
 ML0768
 ML0768.The dynamic height is computed by dividing the NAVD 88
 ML0768.geopotential number by the normal gravity value computed on the
 ML0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0768.degrees latitude (g = 980.6199 gals.).
 ML0768
 ML0768.The modeled gravity was interpolated from observed gravity values.
 ML0768
 ML0768;                    North         East    Units  Estimated Accuracy
 ML0768;SPC NE       -   148,100.      521,160.      MT  (+/- 180 meters Scaled)
 ML0768
 ML0768                          SUPERSEDED SURVEY CONTROL
 ML0768
 ML0768  NGVD 29 (??/??/92)  765.966  (m)         2513.01   (f) ADJ UNCH    2 0
 ML0768
 ML0768.Superseded values are not recommended for survey control.
 ML0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0768.See file dsdata.txt to determine how the superseded data were derived.
 ML0768
 ML0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML372575(NAD 83)
 ML0768_MARKER: DB = BENCH MARK DISK
 ML0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0768_STAMPING: Q 60 1934
 ML0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0768+STABILITY: SURFACE MOTION
 ML0768
 ML0768  HISTORY     - Date     Condition        Report By
 ML0768  HISTORY     - 1934     MONUMENTED       CGS
 ML0768  HISTORY     - 1938     GOOD             NGS
 ML0768
 ML0768                          STATION DESCRIPTION
 ML0768
 ML0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0768'2.3 MI NW FROM OCONTO.
 ML0768'ALONG STATE HIGHWAY 21.  0.15 MILES SOUTH AND AROUND CURVE FROM
 ML0768'FARM HOUSE ON WEST SIDE OF HIGHWAY, ON A 0.2 MILE STRETCH OF
 ML0768'STRAIGHT ROAD BETWEEN TWO CURVES, 42 FEET EAST OF CENTER LINE
 ML0768'OF HIGHWAY, 4 FEET WEST OF RIGHT OF WAY FENCE, SET ON A LEVEL
 ML0768'PIECE OF GROUND WHICH IS SURROUNDED BY SMALL HILLS.  STANDARD
 ML0768'DISK SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0100 ***********************************************************************
 NP0100  DESIGNATION -  Q 61
 NP0100  PID         -  NP0100
 NP0100  STATE/COUNTY-  NE/SHERIDAN
 NP0100  USGS QUAD   -  LAKESIDE (1989)
 NP0100
 NP0100                         *CURRENT SURVEY CONTROL
 NP0100  ___________________________________________________________________
 NP0100* NAD 83(1986)-  42 03 23.     (N)    102 22 51.     (W)     SCALED    
 NP0100* NAVD 88     -      1183.755  (meters)    3883.70   (feet)  ADJUSTED  
 NP0100  ___________________________________________________________________
 NP0100  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 NP0100  DYNAMIC HT  -        1183.071 (meters)    3881.46  (feet)  COMP
 NP0100  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 NP0100
 NP0100  VERT ORDER  -  SECOND    CLASS 0
 NP0100
 NP0100.The horizontal coordinates were scaled from a topographic map and have
 NP0100.an estimated accuracy of +/- 6 seconds.
 NP0100
 NP0100.The orthometric height was determined by differential leveling
 NP0100.and adjusted by the National Geodetic Survey in June 1991..
 NP0100
 NP0100.The geoid height was determined by GEOID03.
 NP0100
 NP0100.The dynamic height is computed by dividing the NAVD 88
 NP0100.geopotential number by the normal gravity value computed on the
 NP0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0100.degrees latitude (g = 980.6199 gals.).
 NP0100
 NP0100.The modeled gravity was interpolated from observed gravity values.
 NP0100
 NP0100;                    North         East    Units  Estimated Accuracy
 NP0100;SPC NE       -   249,530.      303,000.      MT  (+/- 180 meters Scaled)
 NP0100
 NP0100                          SUPERSEDED SURVEY CONTROL
 NP0100
 NP0100  NGVD 29 (??/??/92) 1183.196  (m)         3881.87   (f) ADJ UNCH    2 0
 NP0100
 NP0100.Superseded values are not recommended for survey control.
 NP0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0100.See file dsdata.txt to determine how the superseded data were derived.
 NP0100
 NP0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG167593(NAD 83)
 NP0100_MARKER: DB = BENCH MARK DISK
 NP0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0100_STAMPING: Q 61 1934
 NP0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0100+STABILITY: SURFACE MOTION
 NP0100
 NP0100  HISTORY     - Date     Condition        Report By
 NP0100  HISTORY     - 1934     MONUMENTED       CGS
 NP0100  HISTORY     - 1940     GOOD             NGS
 NP0100
 NP0100                          STATION DESCRIPTION
 NP0100
 NP0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NP0100'2.3 MI E FROM LAKE SIDE.
 NP0100'2.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0100'FROM THE STATION AT LAKE SIDE, SHERIDAN COUNTY, 0.3 MILE EAST OF
 NP0100'MILEPOST 340, AT A STRIP OF LAND BETWEEN THE TRACK AND STATE
 NP0100'HIGHWAY 2, OPPOSITE A HIGHWAY CURVE TO THE SOUTH, 46.7 FEET
 NP0100'SOUTH OF THE SOUTH RAIL, 3.0 FEET EAST OF A 4- BY 4-INCH WHITE
 NP0100'POST PROJECTING 2.0 FEET ABOVE GROUND, AND 5.0 FEET LOWER THAN
 NP0100'THE TRACK.  A STANDARD DISK, STAMPED Q 61 1934 AND SET IN THE
 NP0100'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH3531 ***********************************************************************
 AH3531  FBN         -  This is a Federal Base Network Control Station.
 AH3531  DESIGNATION -  Q 62 RESET
 AH3531  PID         -  AH3531
 AH3531  STATE/COUNTY-  NE/GRANT
 AH3531  USGS QUAD   -  HIRE SW (1987)
 AH3531
 AH3531                         *CURRENT SURVEY CONTROL
 AH3531  ___________________________________________________________________
 AH3531* NAD 83(1995)-  42 01 55.18888(N)    101 25 36.15262(W)     ADJUSTED  
 AH3531* NAVD 88     -      1070.64   (meters)    3512.6    (feet)  RESET     
 AH3531  ___________________________________________________________________
 AH3531  X           -    -940,131.632 (meters)                     COMP
 AH3531  Y           -  -4,651,341.643 (meters)                     COMP
 AH3531  Z           -   4,248,947.816 (meters)                     COMP
 AH3531  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 AH3531  ELLIP HEIGHT-        1050.71  (meters)          (07/10/01) GPS OBS
 AH3531  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 AH3531
 AH3531  HORZ ORDER  -  B
 AH3531  VERT ORDER  -  THIRD
 AH3531  ELLP ORDER  -  FOURTH    CLASS I
 AH3531
 AH3531.The horizontal coordinates were established by GPS observations
 AH3531.and adjusted by the National Geodetic Survey in August 1998..
 AH3531
 AH3531.The orthometric height was computed from unverified reset data.
 AH3531
 AH3531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3531
 AH3531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3531
 AH3531.The ellipsoidal height was determined by GPS observations
 AH3531.and is referenced to NAD 83.
 AH3531
 AH3531.The geoid height was determined by GEOID03.
 AH3531
 AH3531;                    North         East     Units Scale Factor Converg.
 AH3531;SPC NE       -   245,085.408   381,896.024   MT  0.99970070   -0 56 43.7
 AH3531;UTM  14      - 4,656,177.990   299,120.122   MT  1.00009656   -1 37 31.2
 AH3531
 AH3531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3531!SPC NE       -   0.99983523  x   0.99970070  =   0.99953598
 AH3531!UTM  14      -   0.99983523  x   1.00009656  =   0.99993178
 AH3531
 AH3531                          SUPERSEDED SURVEY CONTROL
 AH3531
 AH3531  ELLIP H (08/21/98) 1050.73   (m)                       GP(       ) 3 1
 AH3531  NAVD 88 (07/10/01) 1070.64   (m)         3512.6    (f) LEVELING    3  
 AH3531
 AH3531.Superseded values are not recommended for survey control.
 AH3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3531.See file dsdata.txt to determine how the superseded data were derived.
 AH3531
 AH3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM9912056178(NAD 83)
 AH3531_MARKER: DB = BENCH MARK DISK
 AH3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3531_STAMPING: Q 62 RESET 1998
 AH3531_MARK LOGO: NGS   
 AH3531_PROJECTION: FLUSH
 AH3531_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AH3531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3531+STABILITY: SURFACE MOTION
 AH3531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3531+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2000
 AH3531
 AH3531  HISTORY     - Date     Condition        Report By
 AH3531  HISTORY     - 1998     MONUMENTED       LOCENG
 AH3531  HISTORY     - 20000510 GOOD             NGS
 AH3531
 AH3531                          STATION DESCRIPTION
 AH3531
 AH3531'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (DHB)
 AH3531'THE MARK IS 5 MILES (8.0 KM) EAST OF WHITMAN, ON THE SOUTH
 AH3531'RIGHT-OF-WAY OF STATE HIGHWAY 2, 66 M (216.5 FT) WEST OF THE
 AH3531'GRANT-HOOKER COUNTY LINE AND IN THE NE1/4, SEC25, T24N, R36W.  IT IS A
 AH3531'STANDARD DISK, SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS 45.2
 AH3531'M (148.3 FT) WEST OF THE CENTERLINE OF AN ASPHALT DRIVE INTO A
 AH3531'PASTURE, 38.5 M (126.3 FT) WEST-NORTHWEST OF A FENCE CORNER, 31.2 M
 AH3531'(102.4 FT) WEST-NORTHWEST OF THE TOP OF A BRACE POST FOR A SIGN, 27.45
 AH3531'M (90.06 FT) NORTH OF AND EAST-WEST FENCE LINE, 22.55 M (73.98 FT)
 AH3531'EAST OF A BURIED CABLE MARKER POST, 18.4 M (60.4 FT) SOUTH OF THE
 AH3531'CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A CONCRETE
 AH3531'RIGHT-OF-WAY MARKER POST, 03.  M (9.8 FT) NORTH OF A METAL WITNESS
 AH3531'POST AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST. NOTE-THIS
 AH3531'MARK IS ALSO WAS SURVEYED TO B-ORDER HORIZONTAL ACCURACY.
 AH3531
 AH3531                          STATION RECOVERY (2000)
 AH3531
 AH3531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JBW)
 AH3531'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) EAST OF HYANNIS, 5.0 MI
 AH3531'(8.0 KM) EAST OF WHITMAN ON THE RIGHT OF WAY OF STATE HIGHWAY 2. TO
 AH3531'REACH FROM THE POST OFFICE IN WHITMAN, GO SOUTH ON PAVED ROAD FOR 0.05
 AH3531'MI (0.08 KM) CROSSING THE RAILROAD TRACKS CONTINUE SOUTH FOR 0.1 MI
 AH3531'(0.2 KM) TO A CROSSROAD, STATE HIGHWAY 2, TURN LEFT EAST ON HIGHWAY 2
 AH3531'FOR 5.1 MI (8.2 KM) TO THE STATION ON THE RIGHT JUST BEFORE REACHING
 AH3531'THE HOOKER-GRANT COUNTY LINE, 73.9 FT (22.5 M) EAST OF A WOODEN BURIED
 AH3531'CABLE MARKER WITH A JUNCTION BOX, 59.3 FT (18.1 M) SOUTH OF THE CENTER
 AH3531'LINE OF THE HIGHWAY, 15.8 FT (4.8 M) NORTH OF A POWER POLE, 1.0 FT
 AH3531'(0.3 M) SOUTH OF A CARSONITE WITNESS POST, 1.0 FT (0.3 M) NORTH OF A
 AH3531'METAL WITNESS POST, 1.0 FT (0.3 M) WEST OF A RIGHT OF WAY MARKER.
 AH3531'STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0184 ***********************************************************************
 MM0184  DESIGNATION -  Q 63
 MM0184  PID         -  MM0184
 MM0184  STATE/COUNTY-  NE/THOMAS
 MM0184  USGS QUAD   -  THEDFORD (1986)
 MM0184
 MM0184                         *CURRENT SURVEY CONTROL
 MM0184  ___________________________________________________________________
 MM0184* NAD 83(1986)-  41 58 36.     (N)    100 34 32.     (W)     SCALED    
 MM0184* NAVD 88     -       868.233  (meters)    2848.53   (feet)  ADJUSTED  
 MM0184  ___________________________________________________________________
 MM0184  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 MM0184  DYNAMIC HT  -         867.786 (meters)    2847.06  (feet)  COMP
 MM0184  MODELED GRAV-     980,078.0   (mgal)                       NAVD 88
 MM0184
 MM0184  VERT ORDER  -  SECOND    CLASS 0
 MM0184
 MM0184.The horizontal coordinates were scaled from a topographic map and have
 MM0184.an estimated accuracy of +/- 6 seconds.
 MM0184
 MM0184.The orthometric height was determined by differential leveling
 MM0184.and adjusted by the National Geodetic Survey in June 1991..
 MM0184
 MM0184.The geoid height was determined by GEOID03.
 MM0184
 MM0184.The dynamic height is computed by dividing the NAVD 88
 MM0184.geopotential number by the normal gravity value computed on the
 MM0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0184.degrees latitude (g = 980.6199 gals.).
 MM0184
 MM0184.The modeled gravity was interpolated from observed gravity values.
 MM0184
 MM0184;                    North         East    Units  Estimated Accuracy
 MM0184;SPC NE       -   238,130.      452,310.      MT  (+/- 180 meters Scaled)
 MM0184
 MM0184                          SUPERSEDED SURVEY CONTROL
 MM0184
 MM0184  NGVD 29 (??/??/92)  867.918  (m)         2847.49   (f) ADJ UNCH    2 0
 MM0184
 MM0184.Superseded values are not recommended for survey control.
 MM0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0184.See file dsdata.txt to determine how the superseded data were derived.
 MM0184
 MM0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM694483(NAD 83)
 MM0184_MARKER: DB = BENCH MARK DISK
 MM0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0184_STAMPING: Q 63 1934
 MM0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0184+STABILITY: SURFACE MOTION
 MM0184
 MM0184  HISTORY     - Date     Condition        Report By
 MM0184  HISTORY     - 1934     MONUMENTED       CGS
 MM0184  HISTORY     - 1982     GOOD             NEDR
 MM0184
 MM0184                          STATION DESCRIPTION
 MM0184
 MM0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0184'AT THEDFORD.
 MM0184'AT THEDFORD, THOMAS COUNTY, AT THE COUNTY COURTHOUSE, 24.2
 MM0184'FEET WEST OF THE CENTERLINE OF THE SOUTH ENTRANCE, 3.2 FEET
 MM0184'SOUTHEAST OF THE SOUTHWEST CORNER, AND 2.4 FEET SOUTHJ OF THE
 MM0184'SOUTH SIDE OF THE BUILDING.  A STANDARD DISK, STAMPED Q 63 1934
 MM0184'AND SET IN THE TOP OF A CONCRETE POST.
 MM0184
 MM0184                          STATION RECOVERY (1982)
 MM0184
 MM0184'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1982
 MM0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0163 ***********************************************************************
 MM0163  DESIGNATION -  Q 64
 MM0163  PID         -  MM0163
 MM0163  STATE/COUNTY-  NE/THOMAS
 MM0163  USGS QUAD   -  THEDFORD (1986)
 MM0163
 MM0163                         *CURRENT SURVEY CONTROL
 MM0163  ___________________________________________________________________
 MM0163* NAD 83(1995)-  41 52 50.69428(N)    100 34 42.30628(W)     ADJUSTED  
 MM0163* NAVD 88     -       899.682  (meters)    2951.71   (feet)  ADJUSTED  
 MM0163  ___________________________________________________________________
 MM0163  X           -    -873,204.475 (meters)                     COMP
 MM0163  Y           -  -4,675,666.553 (meters)                     COMP
 MM0163  Z           -   4,236,337.419 (meters)                     COMP
 MM0163  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 MM0163  ELLIP HEIGHT-         878.01  (meters)          (06/27/02) GPS OBS
 MM0163  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 MM0163  DYNAMIC HT  -         899.211 (meters)    2950.16  (feet)  COMP
 MM0163  MODELED GRAV-     980,067.5   (mgal)                       NAVD 88
 MM0163
 MM0163  HORZ ORDER  -  FIRST
 MM0163  VERT ORDER  -  SECOND    CLASS 0
 MM0163  ELLP ORDER  -  FOURTH    CLASS I
 MM0163
 MM0163.The horizontal coordinates were established by GPS observations
 MM0163.and adjusted by the National Geodetic Survey in August 1997..
 MM0163
 MM0163.The orthometric height was determined by differential leveling
 MM0163.and adjusted by the National Geodetic Survey in June 1991..
 MM0163
 MM0163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0163
 MM0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0163
 MM0163.The ellipsoidal height was determined by GPS observations
 MM0163.and is referenced to NAD 83.
 MM0163
 MM0163.The geoid height was determined by GEOID03.
 MM0163
 MM0163.The dynamic height is computed by dividing the NAVD 88
 MM0163.geopotential number by the normal gravity value computed on the
 MM0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0163.degrees latitude (g = 980.6199 gals.).
 MM0163
 MM0163.The modeled gravity was interpolated from observed gravity values.
 MM0163
 MM0163;                    North         East     Units Scale Factor Converg.
 MM0163;SPC NE       -   227,477.153   452,003.947   MT  0.99967995   -0 22 59.9
 MM0163;UTM  14      - 4,637,740.457   369,033.526   MT  0.99981106   -1 03 13.9
 MM0163
 MM0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0163!SPC NE       -   0.99986231  x   0.99967995  =   0.99954230
 MM0163!UTM  14      -   0.99986231  x   0.99981106  =   0.99967339
 MM0163
 MM0163                          SUPERSEDED SURVEY CONTROL
 MM0163
 MM0163  ELLIP H (08/18/97)  878.05   (m)                       GP(       ) 4 1
 MM0163  ELLIP H (01/07/93)  877.57   (m)                       GP(       ) 4 2
 MM0163  NAD 83(1986)-  41 52 50.69999(N)    100 34 42.31288(W) AD(       ) 1
 MM0163  NGVD 29 (??/??/92)  899.368  (m)         2950.68   (f) ADJ UNCH    2 0
 MM0163
 MM0163.Superseded values are not recommended for survey control.
 MM0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0163.See file dsdata.txt to determine how the superseded data were derived.
 MM0163
 MM0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6903437740(NAD 83)
 MM0163_MARKER: DB = BENCH MARK DISK
 MM0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0163_SP_SET: CONCRETE POST
 MM0163_STAMPING: Q 64 1934
 MM0163_MARK LOGO: CGS   
 MM0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 MM0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0163+STABILITY: SURFACE MOTION
 MM0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0163+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1989
 MM0163
 MM0163  HISTORY     - Date     Condition        Report By
 MM0163  HISTORY     - 1934     MONUMENTED       CGS
 MM0163  HISTORY     - 19890522 GOOD             NGS
 MM0163
 MM0163                          STATION DESCRIPTION
 MM0163
 MM0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0163'7.6 MI S FROM THEDFORD.
 MM0163'ABOUT 7.6 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE CHICAGO,
 MM0163'BURLINGTON AND QUINCY RAILROAD STATION AT THEDFORD, THOMAS
 MM0163'COUNTY, ABOUT 1.6 MILES SOUTHWEST OF A SCHOOLHOUSE, ABOUT 62
 MM0163'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4.7 FEET NORTHEAST
 MM0163'OF A FENCE CORNER, AND 3.0 FEET EAST OF THE FENCE.  A STANDARD
 MM0163'DISK, STAMPED Q 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0163
 MM0163                          STATION RECOVERY (1989)
 MM0163
 MM0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MM0163'THE STATION IS LOCATED ABOUT 10.6 KM (6.60 MI) SOUTH OF THEDFORD, 1.5
 MM0163'KM (0.95 MI) WEST OF U.S. HIGHWAY 83, AT A FENCE CORNER IN A PASTURE.
 MM0163'OWNERSHIP--BILL SCRANTON, THEDFORD, NE 69201, TELEPHONE IS
 MM0163'308-645-2548.
 MM0163'TO REACH THE STATION FROM THE U.S. POST OFFICE IN THEDFORD, GO NORTH
 MM0163'ON WALNUT STREET FOR 0.05 KM (0.05 MI) TO THE JUNCTION WITH STATE
 MM0163'HIGHWAY 2.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 2 FOR 1.29 KM
 MM0163'(0.80 MI) TO THE JUNCTION WITH U.S. HIGHWAY 83 SOUTH, ON THE RIGHT.
 MM0163'TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 83 FOR 9.66 KM (6.00 MI) TO A
 MM0163'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.80 KM
 MM0163'(0.50 MI) TO A PASTURE ENTRANCE AND WIRE GATE ON THE LEFT.  TURN LEFT,
 MM0163'PASS THROUGH THE GATE AND GO SOUTH ON A TRACK ROAD FOR 1.36 KM
 MM0163'(0.85 MI) TO ANOTHER WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE
 MM0163'SOUTH FOR 0.06 KM (0.05 MI) TO ANOTHER WIRE GATE.  PASS THROUGH THE
 MM0163'GATE AND CONTINUE SOUTH FOR 0.32 KM (0.20 MI) TO A FORK WHERE THE MAIN
 MM0163'TRACK ROAD BEARS WEST AND A DIM TRACK ROAD CONTINUES SOUTH AND THE
 MM0163'STATION ON THE RIGHT NEAR A FENCE CORNER.
 MM0163'THE STATION MARK IS SET 19.8 M (65.0 FT) WEST OF THE APPROXIMATE
 MM0163'CENTER OF THE MAIN TRACK ROAD, 1.6 M (5.2 FT) NORTHEAST OF THE FENCE
 MM0163'CORNER, 1.05 M (3.4 FT) EAST OF A NORTH-SOUTH FENCE, 0.91 M (3.0 FT)
 MM0163'EAST OF A WITNESS POST AND PROJECTS 0.2 M (0.7 FT) ABOVE THE SURFACE.
 MM0163'DESCRIBED BY E.A.RICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0468 ***********************************************************************
 NN0468  DESIGNATION -  Q 67
 NN0468  PID         -  NN0468
 NN0468  STATE/COUNTY-  NE/BROWN
 NN0468  USGS QUAD   -  RAVEN (1982)
 NN0468
 NN0468                         *CURRENT SURVEY CONTROL
 NN0468  ___________________________________________________________________
 NN0468* NAD 83(1986)-  42 16 54.     (N)    099 50 51.     (W)     SCALED    
 NN0468* NAVD 88     -       808.315  (meters)    2651.95   (feet)  ADJUSTED  
 NN0468  ___________________________________________________________________
 NN0468  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 NN0468  DYNAMIC HT  -         807.951 (meters)    2650.75  (feet)  COMP
 NN0468  MODELED GRAV-     980,144.1   (mgal)                       NAVD 88
 NN0468
 NN0468  VERT ORDER  -  SECOND    CLASS 0
 NN0468
 NN0468.The horizontal coordinates were scaled from a topographic map and have
 NN0468.an estimated accuracy of +/- 6 seconds.
 NN0468
 NN0468.The orthometric height was determined by differential leveling
 NN0468.and adjusted by the National Geodetic Survey in June 1991..
 NN0468
 NN0468.The geoid height was determined by GEOID03.
 NN0468
 NN0468.The dynamic height is computed by dividing the NAVD 88
 NN0468.geopotential number by the normal gravity value computed on the
 NN0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0468.degrees latitude (g = 980.6199 gals.).
 NN0468
 NN0468.The modeled gravity was interpolated from observed gravity values.
 NN0468
 NN0468;                    North         East    Units  Estimated Accuracy
 NN0468;SPC NE       -   271,850.      512,580.      MT  (+/- 180 meters Scaled)
 NN0468
 NN0468                          SUPERSEDED SURVEY CONTROL
 NN0468
 NN0468  NGVD 29 (??/??/92)  808.016  (m)         2650.97   (f) ADJ UNCH    2 0
 NN0468
 NN0468.Superseded values are not recommended for survey control.
 NN0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0468.See file dsdata.txt to determine how the superseded data were derived.
 NN0468
 NN0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM301813(NAD 83)
 NN0468_MARKER: DB = BENCH MARK DISK
 NN0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0468_STAMPING: Q 67 1935
 NN0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0468+STABILITY: SURFACE MOTION
 NN0468
 NN0468  HISTORY     - Date     Condition        Report By
 NN0468  HISTORY     - 1935     MONUMENTED       CGS
 NN0468  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0468
 NN0468                          STATION DESCRIPTION
 NN0468
 NN0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0468'18.9 MI S FROM AINSWORTH.
 NN0468'ABOUT 18.9 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0468'COURTHOUSE AT AINSWORTH, BROWN COUNTY, ABOUT 0.4 MILE SOUTH OF THE
 NN0468'M. KAISER FARMHOUSE, AT A CURVE, AT THE CROSSING OF A ROW OF
 NN0468'POLES, ABOUT 87 FEET NORTHEAST OF U.S.G.L.O. IRON PIPE STAMPED
 NN0468'T 27 N R 22 W S 26, 42 FEET EAST OF THE CENTER LINE OF THE
 NN0468'HIGHWAY, AND 3.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NN0468'DISK, STAMPED Q 67 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0468
 NN0468                          STATION RECOVERY (1975)
 NN0468
 NN0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0110 ***********************************************************************
 MM0110  DESIGNATION -  Q 7
 MM0110  PID         -  MM0110
 MM0110  STATE/COUNTY-  NE/LINCOLN
 MM0110  USGS QUAD   -  HERSHEY WEST (1971)
 MM0110
 MM0110                         *CURRENT SURVEY CONTROL
 MM0110  ___________________________________________________________________
 MM0110* NAD 83(1986)-  41 09 33.     (N)    101 00 12.     (W)     SCALED    
 MM0110* NAVD 88     -       885.134  (meters)    2903.98   (feet)  ADJUSTED  
 MM0110  ___________________________________________________________________
 MM0110  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 MM0110  DYNAMIC HT  -         884.608 (meters)    2902.25  (feet)  COMP
 MM0110  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 MM0110
 MM0110  VERT ORDER  -  FIRST     CLASS II
 MM0110
 MM0110.The horizontal coordinates were scaled from a topographic map and have
 MM0110.an estimated accuracy of +/- 6 seconds.
 MM0110
 MM0110.The orthometric height was determined by differential leveling
 MM0110.and adjusted by the National Geodetic Survey in June 1991..
 MM0110
 MM0110.The geoid height was determined by GEOID03.
 MM0110
 MM0110.The dynamic height is computed by dividing the NAVD 88
 MM0110.geopotential number by the normal gravity value computed on the
 MM0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0110.degrees latitude (g = 980.6199 gals.).
 MM0110
 MM0110.The modeled gravity was interpolated from observed gravity values.
 MM0110
 MM0110;                    North         East    Units  Estimated Accuracy
 MM0110;SPC NE       -   147,690.      415,820.      MT  (+/- 180 meters Scaled)
 MM0110
 MM0110                          SUPERSEDED SURVEY CONTROL
 MM0110
 MM0110  NGVD 29 (02/14/92)  884.754  (m)         2902.73   (f) ADJUSTED    1 2
 MM0110
 MM0110.Superseded values are not recommended for survey control.
 MM0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0110.See file dsdata.txt to determine how the superseded data were derived.
 MM0110
 MM0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL319583(NAD 83)
 MM0110_MARKER: DB = BENCH MARK DISK
 MM0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0110_SP_SET: CONCRETE POST
 MM0110_STAMPING: Q 7 1933 2902.770
 MM0110_MARK LOGO: CGS   
 MM0110_PROJECTION: FLUSH
 MM0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0110+STABILITY: SURFACE MOTION
 MM0110
 MM0110  HISTORY     - Date     Condition        Report By
 MM0110  HISTORY     - 1933     MONUMENTED       CGS
 MM0110  HISTORY     - 1934     GOOD             NGS
 MM0110  HISTORY     - 1986     GOOD             NGS
 MM0110
 MM0110                          STATION DESCRIPTION
 MM0110
 MM0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0110'AT HERSHEY.
 MM0110'AT HERSHEY, LINCOLN COUNTY, ABOUT 125 FEET WEST OF THE WEST
 MM0110'END OF THE UNION PACIFIC RAILROAD STATION, ABOUT 6 POLES EAST
 MM0110'OF MILEPOST 297, 40 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MM0110'MAIN TRACK, 14.2 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH
 MM0110'SIDETRACK, IN LINE WITH A ROW OF POLES, AND 2 FEET EAST OF A
 MM0110'POLE.  A STANDARD DISK, STAMPED 2902.770 Q 7 1933 AND SET IN
 MM0110'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MM0110
 MM0110                          STATION RECOVERY (1934)
 MM0110
 MM0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 MM0110'RECOVERED IN GOOD CONDITION.
 MM0110
 MM0110                          STATION RECOVERY (1986)
 MM0110
 MM0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0110'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN HERSHEY,
 MM0110'NEAR THE JUNCTION OF LINCOLN AVENUE AND RAILROAD STREET, ABOUT A 1/2
 MM0110'BLOCK WEST OF LINCOLN AVENUE AND THE 4TH POWER POLE EAST OF RAILROAD
 MM0110'MILEPOLE 297, 12.2 METERS (40 FT) NORTH OF THE NORTH RAIL OF THE MAIN
 MM0110'TRACK, 4.1 METERS (13.3 FT) SOUTH OF THE SOUTH RAIL OF A SPUR TRACK
 MM0110'AND 1.3 METERS (4.2 FT) WEST OF THE POWER POLE.
 MM0110'THE MARK IS 0.9 METERS  W FROM  A WITNESS POST
 MM0110'THE MARK IS 0.2 M BELOW THE SPUR TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0553 ***********************************************************************
 ML0553  DESIGNATION -  Q 70
 ML0553  PID         -  ML0553
 ML0553  STATE/COUNTY-  NE/WHEELER
 ML0553  USGS QUAD   -  BARTLETT (1985)
 ML0553
 ML0553                         *CURRENT SURVEY CONTROL
 ML0553  ___________________________________________________________________
 ML0553* NAD 83(1995)-  41 59 12.99137(N)    098 30 34.34303(W)     ADJUSTED  
 ML0553* NAVD 88     -       626.827  (meters)    2056.51   (feet)  ADJUSTED  
 ML0553  ___________________________________________________________________
 ML0553  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 ML0553  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 ML0553  DYNAMIC HT  -         626.557 (meters)    2055.63  (feet)  COMP
 ML0553  MODELED GRAV-     980,171.1   (mgal)                       NAVD 88
 ML0553
 ML0553  HORZ ORDER  -  THIRD
 ML0553  VERT ORDER  -  SECOND    CLASS 0
 ML0553
 ML0553.The horizontal coordinates were established by classical geodetic methods
 ML0553.and adjusted by the National Geodetic Survey in August 1997..
 ML0553
 ML0553.The orthometric height was determined by differential leveling
 ML0553.and adjusted by the National Geodetic Survey in June 1991..
 ML0553
 ML0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML0553
 ML0553.The geoid height was determined by GEOID03.
 ML0553
 ML0553.The dynamic height is computed by dividing the NAVD 88
 ML0553.geopotential number by the normal gravity value computed on the
 ML0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0553.degrees latitude (g = 980.6199 gals.).
 ML0553
 ML0553.The modeled gravity was interpolated from observed gravity values.
 ML0553
 ML0553;                    North         East     Units Scale Factor Converg.
 ML0553;SPC NE       -   240,172.298   623,467.075   MT  0.99969379   +0 59 15.8
 ML0553;UTM  14      - 4,648,442.742   540,627.109   MT  0.99962031   +0 19 41.2
 ML0553
 ML0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML0553!SPC NE       -   0.99990549  x   0.99969379  =   0.99959931
 ML0553!UTM  14      -   0.99990549  x   0.99962031  =   0.99952583
 ML0553
 ML0553:                Primary Azimuth Mark                     Grid Az
 ML0553:SPC NE       -  AZ WINDMILL NE                           049 14 15.5
 ML0553:UTM  14      -  AZ WINDMILL NE                           049 53 50.1
 ML0553
 ML0553|---------------------------------------------------------------------|
 ML0553| PID    Reference Object                     Distance      Geod. Az  |
 ML0553|                                                           dddmmss.s |
 ML0553| CN7782 AZ WINDMILL NE                                     0501331.3 |
 ML0553| CN7785 AZ WINDMILL NW                                     2962523.8 |
 ML0553|---------------------------------------------------------------------|
 ML0553
 ML0553                          SUPERSEDED SURVEY CONTROL
 ML0553
 ML0553  NAD 83(1986)-  41 59 12.99678(N)    098 30 34.34925(W) AD(       ) 3
 ML0553  NAD 27      -  41 59 12.98924(N)    098 30 33.04084(W) AD(       ) 3
 ML0553  NGVD 29 (??/??/92)  626.596  (m)         2055.76   (f) ADJ UNCH    2 0
 ML0553
 ML0553.Superseded values are not recommended for survey control.
 ML0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0553.See file dsdata.txt to determine how the superseded data were derived.
 ML0553
 ML0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM4062748443(NAD 83)
 ML0553_MARKER: DB = BENCH MARK DISK
 ML0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0553_STAMPING: Q-70 1935
 ML0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0553+STABILITY: SURFACE MOTION
 ML0553
 ML0553  HISTORY     - Date     Condition        Report By
 ML0553  HISTORY     - 1935     MONUMENTED       USGS
 ML0553  HISTORY     - 1938     GOOD             NGS
 ML0553  HISTORY     - 1961     GOOD             USGS
 ML0553
 ML0553                          STATION DESCRIPTION
 ML0553
 ML0553'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 ML0553'BARTLETT, 7.0 MI N. AND 2.0 MI E. OF, T. 23 N., R. 10 W., NEAR COR.
 ML0553'SECS. 5, 6, 7 AND 8, 34 FT S. AND 110 FT W. OF, AND 0.7 FT LOWER THAN
 ML0553'CENTER OF T - RD. S.  A STANDARD DISK IN THE TOP OF A CONCRETE POST
 ML0553'AND STAMPED---Q 70 1935---.  AZIMUTH TO WINDMILL ABOUT 1.0 MI DISTANT
 ML0553'--N 63 DEG 35 MIN 10 SEC W.  AZIMUTH TO WINDMILL ABOUT 0.5 MI
 ML0553'DISTANT--N 50 DEG 13 MIN E.
 ML0553
 ML0553                          STATION RECOVERY (1938)
 ML0553
 ML0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 ML0553'11.2 MI W FROM PARK CENTER.
 ML0553'11.2 MILES WEST OF PARK CENTER HIGH SCHOOL, ALONG STATE HIGHWAY
 ML0553'NO. 53, BETWEEN PARK CENTER AND U.S. HIGHWAY NO. 281, 2.0 MILES
 ML0553'EAST OF THE JUNCTION WITH U.S. HIGHWAY NO. 281, 0.3 OF A MILE
 ML0553'EAST OF A CONCRETE BRIDGE ON STATE HIGHWAY NO. 53, 118 FEET WEST
 ML0553'OF THE CENTER OF A T ROAD, 79.5 FEET WEST OF THE RIGHT OF WAY
 ML0553'CORNER POST, 35.8 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1.0
 ML0553'FOOT BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK SET
 ML0553'HORIZONTAL IN A PRECAST CONCRETE POST.  NOTE-- 7.0 MILES N AND
 ML0553'2.0 MILES E OF T 23 N R 10 W NEAR CORNER SECTIONS 5, 6, 7, AND 8.
 ML0553
 ML0553                          STATION RECOVERY (1961)
 ML0553
 ML0553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 ML0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0611 ***********************************************************************
 ML0611  DESIGNATION -  Q 71
 ML0611  PID         -  ML0611
 ML0611  STATE/COUNTY-  NE/GARFIELD
 ML0611  USGS QUAD   -  BURWELL (1952)
 ML0611
 ML0611                         *CURRENT SURVEY CONTROL
 ML0611  ___________________________________________________________________
 ML0611* NAD 83(1986)-  41 46 10.     (N)    099 11 34.     (W)     SCALED    
 ML0611* NAVD 88     -       667.712  (meters)    2190.65   (feet)  ADJUSTED  
 ML0611  ___________________________________________________________________
 ML0611  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 ML0611  DYNAMIC HT  -         667.388 (meters)    2189.59  (feet)  COMP
 ML0611  MODELED GRAV-     980,115.6   (mgal)                       NAVD 88
 ML0611
 ML0611  VERT ORDER  -  SECOND    CLASS 0
 ML0611
 ML0611.The horizontal coordinates were scaled from a topographic map and have
 ML0611.an estimated accuracy of +/- 6 seconds.
 ML0611
 ML0611.The orthometric height was determined by differential leveling
 ML0611.and adjusted by the National Geodetic Survey in June 1991..
 ML0611
 ML0611.The geoid height was determined by GEOID03.
 ML0611
 ML0611.The dynamic height is computed by dividing the NAVD 88
 ML0611.geopotential number by the normal gravity value computed on the
 ML0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0611.degrees latitude (g = 980.6199 gals.).
 ML0611
 ML0611.The modeled gravity was interpolated from observed gravity values.
 ML0611
 ML0611;                    North         East    Units  Estimated Accuracy
 ML0611;SPC NE       -   215,270.      567,100.      MT  (+/- 180 meters Scaled)
 ML0611
 ML0611                          SUPERSEDED SURVEY CONTROL
 ML0611
 ML0611  NGVD 29 (??/??/92)  667.450  (m)         2189.79   (f) ADJ UNCH    2 0
 ML0611
 ML0611.Superseded values are not recommended for survey control.
 ML0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0611.See file dsdata.txt to determine how the superseded data were derived.
 ML0611
 ML0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM839241(NAD 83)
 ML0611_MARKER: DB = BENCH MARK DISK
 ML0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0611_STAMPING: Q-71 1935
 ML0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0611+STABILITY: SURFACE MOTION
 ML0611
 ML0611  HISTORY     - Date     Condition        Report By
 ML0611  HISTORY     - 1935     MONUMENTED       CGS
 ML0611  HISTORY     - 1952     MARK NOT FOUND   NGS
 ML0611
 ML0611                          STATION DESCRIPTION
 ML0611
 ML0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0611'3.4 MI SW FROM BURWELL.
 ML0611'3.44 MILES SOUTHWEST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0611'HIGHWAY 53 BETWEEN BURWELL AND TAYLOR, IN THE SOUTHWEST CORNER
 ML0611'OF THE SCHOOLYARD OF RIVERSIDE DISTRICT SCHOOL NO. 1, 68.8
 ML0611'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING,
 ML0611'47.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 14.4 FEET
 ML0611'NORTH OF THE RIGHT OF WAY FENCE.
 ML0611
 ML0611                          STATION RECOVERY (1952)
 ML0611
 ML0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 ML0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0883 ***********************************************************************
 ML0883  DESIGNATION -  Q 72
 ML0883  PID         -  ML0883
 ML0883  STATE/COUNTY-  NE/BLAINE
 ML0883  USGS QUAD   -  BREWSTER NW (1978)
 ML0883
 ML0883                         *CURRENT SURVEY CONTROL
 ML0883  ___________________________________________________________________
 ML0883* NAD 83(1986)-  41 55 40.     (N)    099 53 57.     (W)     SCALED    
 ML0883* NAVD 88     -       776.395  (meters)    2547.22   (feet)  ADJUSTED  
 ML0883  ___________________________________________________________________
 ML0883  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 ML0883  DYNAMIC HT  -         776.019 (meters)    2545.99  (feet)  COMP
 ML0883  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 ML0883
 ML0883  VERT ORDER  -  SECOND    CLASS 0
 ML0883
 ML0883.The horizontal coordinates were scaled from a topographic map and have
 ML0883.an estimated accuracy of +/- 6 seconds.
 ML0883
 ML0883.The orthometric height was determined by differential leveling
 ML0883.and adjusted by the National Geodetic Survey in June 1991..
 ML0883
 ML0883.The geoid height was determined by GEOID03.
 ML0883
 ML0883.The dynamic height is computed by dividing the NAVD 88
 ML0883.geopotential number by the normal gravity value computed on the
 ML0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0883.degrees latitude (g = 980.6199 gals.).
 ML0883
 ML0883.The modeled gravity was interpolated from observed gravity values.
 ML0883
 ML0883;                    North         East    Units  Estimated Accuracy
 ML0883;SPC NE       -   232,540.      508,360.      MT  (+/- 180 meters Scaled)
 ML0883
 ML0883                          SUPERSEDED SURVEY CONTROL
 ML0883
 ML0883  NGVD 29 (??/??/92)  776.111  (m)         2546.29   (f) ADJ UNCH    2 0
 ML0883
 ML0883.Superseded values are not recommended for survey control.
 ML0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0883.See file dsdata.txt to determine how the superseded data were derived.
 ML0883
 ML0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM254421(NAD 83)
 ML0883_MARKER: DB = BENCH MARK DISK
 ML0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0883_STAMPING: Q-72 1935
 ML0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0883+STABILITY: SURFACE MOTION
 ML0883
 ML0883  HISTORY     - Date     Condition        Report By
 ML0883  HISTORY     - 1935     MONUMENTED       CGS
 ML0883  HISTORY     - 1939     GOOD             NGS
 ML0883
 ML0883                          STATION DESCRIPTION
 ML0883
 ML0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0883'2 MI SW FROM BREWSTER.
 ML0883'2.05 MILES SOUTHWEST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0883'HIGHWAY 7 BETWEEN BREWSTER AND DUNNING, 38 FEET NORTHEAST OF THE
 ML0883'CENTER LINE OF THE HIGHWAY, ON LEVEL PIECE OF LAND 4 FEET SOUTH
 ML0883'OF CORNER POST AT POINT WHERE FENCE MEETS AT AN ANGLE.
 ML0883
 ML0883                          STATION RECOVERY (1939)
 ML0883
 ML0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 ML0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0075 ***********************************************************************
 NP0075  DESIGNATION -  Q 74
 NP0075  PID         -  NP0075
 NP0075  STATE/COUNTY-  NE/SHERIDAN
 NP0075  USGS QUAD   -  ELLSWORTH (1989)
 NP0075
 NP0075                         *CURRENT SURVEY CONTROL
 NP0075  ___________________________________________________________________
 NP0075* NAD 83(1986)-  42 04 36.     (N)    102 15 13.     (W)     SCALED    
 NP0075* NAVD 88     -      1192.468  (meters)    3912.29   (feet)  ADJUSTED  
 NP0075  ___________________________________________________________________
 NP0075  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 NP0075  DYNAMIC HT  -        1191.773 (meters)    3910.01  (feet)  COMP
 NP0075  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 NP0075
 NP0075  VERT ORDER  -  SECOND    CLASS 0
 NP0075
 NP0075.The horizontal coordinates were scaled from a topographic map and have
 NP0075.an estimated accuracy of +/- 6 seconds.
 NP0075
 NP0075.The orthometric height was determined by differential leveling
 NP0075.and adjusted by the National Geodetic Survey in June 1991..
 NP0075
 NP0075.The geoid height was determined by GEOID03.
 NP0075
 NP0075.The dynamic height is computed by dividing the NAVD 88
 NP0075.geopotential number by the normal gravity value computed on the
 NP0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0075.degrees latitude (g = 980.6199 gals.).
 NP0075
 NP0075.The modeled gravity was interpolated from observed gravity values.
 NP0075
 NP0075;                    North         East    Units  Estimated Accuracy
 NP0075;SPC NE       -   251,500.      313,590.      MT  (+/- 180 meters Scaled)
 NP0075
 NP0075                          SUPERSEDED SURVEY CONTROL
 NP0075
 NP0075  NGVD 29 (??/??/92) 1191.903  (m)         3910.44   (f) ADJ UNCH    2 0
 NP0075
 NP0075.Superseded values are not recommended for survey control.
 NP0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0075.See file dsdata.txt to determine how the superseded data were derived.
 NP0075
 NP0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG271619(NAD 83)
 NP0075_MARKER: DB = BENCH MARK DISK
 NP0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0075_STAMPING: Q 74 1934
 NP0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0075+STABILITY: SURFACE MOTION
 NP0075
 NP0075  HISTORY     - Date     Condition        Report By
 NP0075  HISTORY     - 1934     MONUMENTED       CGS
 NP0075  HISTORY     - 1940     GOOD             NGS
 NP0075
 NP0075                          STATION DESCRIPTION
 NP0075
 NP0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NP0075'2 MI N FROM ELLSWORTH.
 NP0075'2.0 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0075'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0075'COUNTY, AT THE ENTRANCE TO THE DUNOHOE FARM, 29 FEET SOUTH
 NP0075'OF THE SOUTH END OF A GATE, 25 FEET EAST OF THE CENTERLINE
 NP0075'OF THE HIGHWAY, AND 1-1/2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 NP0075'A STANDARD DISK, STAMPED Q 74 1934 AND SET IN THE TOP OF A
 NP0075'CONCRETE POST.  TO REACH, FROM STATION AT ELLSWORTH, PROCEED
 NP0075'NORTHEAST ON ELLSWORTH-GORDON ROAD, GO 2.0 MILES TO MARK ON
 NP0075'RIGHT SIDE OF ROAD.  BENCH MARK IS LOCATED AT THE ENTRANCE TO
 NP0075'DUNOHOES FARM, 29.3 FEET SOUTH OF THE SOUTH END OF GATE, 25
 NP0075'FEET EAST OF THE CENTERLINE OF THE ROAD, 2.0 FEET SOUTH OF
 NP0075'4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET, 1.3 FEET
 NP0075'WEST OF NORTH-SOUTH FENCE.  MONUMENT IS COVERED OVER WITH
 NP0075'0.5 FOOT OF DRIFT SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0062 ***********************************************************************
 NP0062  DESIGNATION -  Q 75
 NP0062  PID         -  NP0062
 NP0062  STATE/COUNTY-  NE/SHERIDAN
 NP0062  USGS QUAD   -  BOVEE VALLEY WEST (1969)
 NP0062
 NP0062                         *CURRENT SURVEY CONTROL
 NP0062  ___________________________________________________________________
 NP0062* NAD 83(1986)-  42 35 42.     (N)    102 11 03.     (W)     SCALED    
 NP0062* NAVD 88     -      1141.036  (meters)    3743.55   (feet)  ADJUSTED  
 NP0062  ___________________________________________________________________
 NP0062  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 NP0062  DYNAMIC HT  -        1140.465 (meters)    3741.68  (feet)  COMP
 NP0062  MODELED GRAV-     980,080.1   (mgal)                       NAVD 88
 NP0062
 NP0062  VERT ORDER  -  SECOND    CLASS 0
 NP0062
 NP0062.The horizontal coordinates were scaled from a topographic map and have
 NP0062.an estimated accuracy of +/- 6 seconds.
 NP0062
 NP0062.The orthometric height was determined by differential leveling
 NP0062.and adjusted by the National Geodetic Survey in June 1991..
 NP0062
 NP0062.The geoid height was determined by GEOID03.
 NP0062
 NP0062.The dynamic height is computed by dividing the NAVD 88
 NP0062.geopotential number by the normal gravity value computed on the
 NP0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0062.degrees latitude (g = 980.6199 gals.).
 NP0062
 NP0062.The modeled gravity was interpolated from observed gravity values.
 NP0062
 NP0062;                    North         East    Units  Estimated Accuracy
 NP0062;SPC NE       -   308,900.      320,780.      MT  (+/- 180 meters Scaled)
 NP0062
 NP0062                          SUPERSEDED SURVEY CONTROL
 NP0062
 NP0062  NGVD 29 (??/??/92) 1140.531  (m)         3741.89   (f) ADJ UNCH    2 0
 NP0062
 NP0062.Superseded values are not recommended for survey control.
 NP0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0062.See file dsdata.txt to determine how the superseded data were derived.
 NP0062
 NP0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH310196(NAD 83)
 NP0062_MARKER: DB = BENCH MARK DISK
 NP0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0062_STAMPING: Q 75 1934
 NP0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0062+STABILITY: SURFACE MOTION
 NP0062
 NP0062  HISTORY     - Date     Condition        Report By
 NP0062  HISTORY     - 1934     MONUMENTED       CGS
 NP0062
 NP0062                          STATION DESCRIPTION
 NP0062
 NP0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0062'14.6 MI S FROM GORDON.
 NP0062'14.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0062'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, THENCE
 NP0062'1.3 MILES SOUTH ALONG THE ELLSWORTH ROAD, NEAR THE CENTER OF
 NP0062'THE WEST SIDE OF SEC. 7, T. 30 N., R. 41 W., AT A SMALL FARM,
 NP0062'10 FEET SOUTH OF THE ROAD, 2-1/2 FEET EAST OF A NORTH-AND-SOUTH
 NP0062'FENCE, AND AT AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED
 NP0062'Q 75 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0219 ***********************************************************************
 MN0219  DESIGNATION -  Q 76
 MN0219  PID         -  MN0219
 MN0219  STATE/COUNTY-  NE/KIMBALL
 MN0219  USGS QUAD   -  DIX (1972)
 MN0219
 MN0219                         *CURRENT SURVEY CONTROL
 MN0219  ___________________________________________________________________
 MN0219* NAD 83(1986)-  41 14 08.     (N)    103 29 18.     (W)     SCALED    
 MN0219* NAVD 88     -      1387.132  (meters)    4550.95   (feet)  ADJUSTED  
 MN0219  ___________________________________________________________________
 MN0219  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 MN0219  DYNAMIC HT  -        1386.115 (meters)    4547.61  (feet)  COMP
 MN0219  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 MN0219
 MN0219  VERT ORDER  -  SECOND    CLASS 0
 MN0219
 MN0219.The horizontal coordinates were scaled from a topographic map and have
 MN0219.an estimated accuracy of +/- 6 seconds.
 MN0219
 MN0219.The orthometric height was determined by differential leveling
 MN0219.and adjusted by the National Geodetic Survey in June 1991..
 MN0219
 MN0219.The geoid height was determined by GEOID03.
 MN0219
 MN0219.The dynamic height is computed by dividing the NAVD 88
 MN0219.geopotential number by the normal gravity value computed on the
 MN0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0219.degrees latitude (g = 980.6199 gals.).
 MN0219
 MN0219.The modeled gravity was interpolated from observed gravity values.
 MN0219
 MN0219;                    North         East    Units  Estimated Accuracy
 MN0219;SPC NE       -   161,580.      207,730.      MT  (+/- 180 meters Scaled)
 MN0219
 MN0219                          SUPERSEDED SURVEY CONTROL
 MN0219
 MN0219  NGVD 29 (??/??/92) 1386.455  (m)         4548.73   (f) ADJ UNCH    2 0
 MN0219
 MN0219.Superseded values are not recommended for survey control.
 MN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0219.See file dsdata.txt to determine how the superseded data were derived.
 MN0219
 MN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF266660(NAD 83)
 MN0219_MARKER: DB = BENCH MARK DISK
 MN0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0219_STAMPING: Q 76 1934
 MN0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0219+STABILITY: SURFACE MOTION
 MN0219
 MN0219  HISTORY     - Date     Condition        Report By
 MN0219  HISTORY     - 1934     MONUMENTED       CGS
 MN0219  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0219
 MN0219                          STATION DESCRIPTION
 MN0219
 MN0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0219'AT DIX.
 MN0219'AT DIX, KIMBALL COUNTY, ON THE UNION PACIFIC RAILROAD, 116.5
 MN0219'FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION, 0.03 MILE
 MN0219'EAST OF MILEPOST 436, 69.8 FEET SOUTH OF THE SOUTH RAIL, 34.6
 MN0219'FEET NORTH OF A FENCE, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 MN0219'STANDARD DISK, STAMPED Q 76 1934 AND SET IN THE TOP OF A CONCRETE
 MN0219'POST.
 MN0219
 MN0219                          STATION RECOVERY (1972)
 MN0219
 MN0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0695 ***********************************************************************
 MK0695  DESIGNATION -  Q 79
 MK0695  PID         -  MK0695
 MK0695  STATE/COUNTY-  NE/SAUNDERS
 MK0695  USGS QUAD   -  ASHLAND EAST (1983)
 MK0695
 MK0695                         *CURRENT SURVEY CONTROL
 MK0695  ___________________________________________________________________
 MK0695* NAD 83(1986)-  41 03 36.     (N)    096 19 43.     (W)     SCALED    
 MK0695* NAVD 88     -       327.701  (meters)    1075.13   (feet)  ADJUSTED  
 MK0695  ___________________________________________________________________
 MK0695  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 MK0695  DYNAMIC HT  -         327.566 (meters)    1074.69  (feet)  COMP
 MK0695  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 MK0695
 MK0695  VERT ORDER  -  SECOND    CLASS 0
 MK0695
 MK0695.The horizontal coordinates were scaled from a topographic map and have
 MK0695.an estimated accuracy of +/- 6 seconds.
 MK0695
 MK0695.The orthometric height was determined by differential leveling
 MK0695.and adjusted by the National Geodetic Survey in June 1991..
 MK0695
 MK0695.The geoid height was determined by GEOID03.
 MK0695
 MK0695.The dynamic height is computed by dividing the NAVD 88
 MK0695.geopotential number by the normal gravity value computed on the
 MK0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0695.degrees latitude (g = 980.6199 gals.).
 MK0695
 MK0695.The modeled gravity was interpolated from observed gravity values.
 MK0695
 MK0695;                    North         East    Units  Estimated Accuracy
 MK0695;SPC NE       -   142,740.      808,420.      MT  (+/- 180 meters Scaled)
 MK0695
 MK0695                          SUPERSEDED SURVEY CONTROL
 MK0695
 MK0695  NGVD 29 (??/??/92)  327.598  (m)         1074.79   (f) ADJ UNCH    2 0
 MK0695
 MK0695.Superseded values are not recommended for survey control.
 MK0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0695.See file dsdata.txt to determine how the superseded data were derived.
 MK0695
 MK0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL244488(NAD 83)
 MK0695_MARKER: DB = BENCH MARK DISK
 MK0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0695_SP_SET: BRIDGE
 MK0695_STAMPING: Q 79 1935
 MK0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0695
 MK0695  HISTORY     - Date     Condition        Report By
 MK0695  HISTORY     - 1935     MONUMENTED       CGS
 MK0695
 MK0695                          STATION DESCRIPTION
 MK0695
 MK0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0695'2.1 MI NE FROM ASHLAND.
 MK0695'2.1 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0695'RAILROAD FROM THE STATION AT ASHLAND, SAUNDERS COUNTY, 19.7 FEET
 MK0695'NORTH OF MILEPOST 45, AT BRIDGE 44.86 OVER PLATTE RIVER, IN THE
 MK0695'TOP OF THE CONCRETE ABUTMENT, AND 9.2 FEET NORTHWEST OF THE
 MK0695'NORTHWEST RAIL.  A STANDARD DISK, STAMPED Q 79 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0408 ***********************************************************************
 LG0408  DESIGNATION -  Q 80
 LG0408  PID         -  LG0408
 LG0408  STATE/COUNTY-  NE/SEWARD
 LG0408  USGS QUAD   -  PLEASANT DALE (1972)
 LG0408
 LG0408                         *CURRENT SURVEY CONTROL
 LG0408  ___________________________________________________________________
 LG0408* NAD 83(1986)-  40 47 26.     (N)    096 54 38.     (W)     SCALED    
 LG0408* NAVD 88     -       399.883  (meters)    1311.95   (feet)  ADJUSTED  
 LG0408  ___________________________________________________________________
 LG0408  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 LG0408  DYNAMIC HT  -         399.684 (meters)    1311.30  (feet)  COMP
 LG0408  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 LG0408
 LG0408  VERT ORDER  -  SECOND    CLASS 0
 LG0408
 LG0408.The horizontal coordinates were scaled from a topographic map and have
 LG0408.an estimated accuracy of +/- 6 seconds.
 LG0408
 LG0408.The orthometric height was determined by differential leveling
 LG0408.and adjusted by the National Geodetic Survey in June 1991..
 LG0408
 LG0408.The geoid height was determined by GEOID03.
 LG0408
 LG0408.The dynamic height is computed by dividing the NAVD 88
 LG0408.geopotential number by the normal gravity value computed on the
 LG0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0408.degrees latitude (g = 980.6199 gals.).
 LG0408
 LG0408.The modeled gravity was interpolated from observed gravity values.
 LG0408
 LG0408;                    North         East    Units  Estimated Accuracy
 LG0408;SPC NE       -   110,940.      760,630.      MT  (+/- 180 meters Scaled)
 LG0408
 LG0408                          SUPERSEDED SURVEY CONTROL
 LG0408
 LG0408  NGVD 29 (??/??/92)  399.740  (m)         1311.48   (f) ADJ UNCH    2 0
 LG0408
 LG0408.Superseded values are not recommended for survey control.
 LG0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0408.See file dsdata.txt to determine how the superseded data were derived.
 LG0408
 LG0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL762176(NAD 83)
 LG0408_MARKER: DB = BENCH MARK DISK
 LG0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0408_SP_SET: BRIDGE ABUTMENT
 LG0408_STAMPING: Q 80 1935
 LG0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0408
 LG0408  HISTORY     - Date     Condition        Report By
 LG0408  HISTORY     - 1935     MONUMENTED       CGS
 LG0408  HISTORY     - 1939     GOOD             NGS
 LG0408
 LG0408                          STATION DESCRIPTION
 LG0408
 LG0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LG0408'1.4 MI E FROM PLEASANT DALE.
 LG0408'1.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0408'FROM THE STATION AT PLEASANT DALE, SEWARD COUNTY, NEAR THE
 LG0408'LANCASTER-SEWARD COUNTY LINE, AT A BRIDGE OVER A COUNTY ROAD,
 LG0408'IN THE TOP OF THE NORTHWEST CORNER OF THE WEST ABUTMENT, 38.7
 LG0408'FEET NORTH OF THE NORTH RAIL, AND 27.4 FEET NORTHWEST OF A
 LG0408'COUNTY-LINE MARKER.  A STANDARD DISK, STAMPED Q 80 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0928 ***********************************************************************
 MK0928  DESIGNATION -  Q 82
 MK0928  PID         -  MK0928
 MK0928  STATE/COUNTY-  NE/SAUNDERS
 MK0928  USGS QUAD   -  CERESCO (1969)
 MK0928
 MK0928                         *CURRENT SURVEY CONTROL
 MK0928  ___________________________________________________________________
 MK0928* NAD 83(1986)-  41 05 38.     (N)    096 38 23.     (W)     SCALED    
 MK0928* NAVD 88     -       377.802  (meters)    1239.51   (feet)  ADJUSTED  
 MK0928  ___________________________________________________________________
 MK0928  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 MK0928  DYNAMIC HT  -         377.625 (meters)    1238.92  (feet)  COMP
 MK0928  MODELED GRAV-     980,145.8   (mgal)                       NAVD 88
 MK0928
 MK0928  VERT ORDER  -  SECOND    CLASS 0
 MK0928
 MK0928.The horizontal coordinates were scaled from a topographic map and have
 MK0928.an estimated accuracy of +/- 6 seconds.
 MK0928
 MK0928.The orthometric height was determined by differential leveling
 MK0928.and adjusted by the National Geodetic Survey in June 1991..
 MK0928
 MK0928.The geoid height was determined by GEOID03.
 MK0928
 MK0928.The dynamic height is computed by dividing the NAVD 88
 MK0928.geopotential number by the normal gravity value computed on the
 MK0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0928.degrees latitude (g = 980.6199 gals.).
 MK0928
 MK0928.The modeled gravity was interpolated from observed gravity values.
 MK0928
 MK0928;                    North         East    Units  Estimated Accuracy
 MK0928;SPC NE       -   145,440.      782,160.      MT  (+/- 180 meters Scaled)
 MK0928
 MK0928                          SUPERSEDED SURVEY CONTROL
 MK0928
 MK0928  NGVD 29 (??/??/92)  377.666  (m)         1239.06   (f) ADJ UNCH    2 0
 MK0928
 MK0928.Superseded values are not recommended for survey control.
 MK0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0928.See file dsdata.txt to determine how the superseded data were derived.
 MK0928
 MK0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL982518(NAD 83)
 MK0928_MARKER: DB = BENCH MARK DISK
 MK0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0928_STAMPING: Q 82 1935
 MK0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0928+STABILITY: SURFACE MOTION
 MK0928
 MK0928  HISTORY     - Date     Condition        Report By
 MK0928  HISTORY     - 1935     MONUMENTED       CGS
 MK0928  HISTORY     - 1942     GOOD             NGS
 MK0928
 MK0928                          STATION DESCRIPTION
 MK0928
 MK0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0928'2.5 MI N FROM CERESCO.
 MK0928'2.5 MILES NORTH OF CREASCO BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK0928'WESTERN RAILROAD BETWEEN LINCOLN AND WAHOO, NEBRASKA, NEAR POINT
 MK0928'WHERE U.S. HIGHWAY CROSES RAILROAD, 300 FEET WEST OF FARM HOUSE.
 MK0928'161.6 FEET NORTH OF CENTER OF ROAD CROSSING, 34.7 FEET NORTHEAST
 MK0928'OF NORTHEAST RAIL, 22.3 FEET NORTHWEST OF FENCE.  25 FT SW OF
 MK0928'A TELEPHONE POLE.
 MK0928
 MK0928                          STATION RECOVERY (1942)
 MK0928
 MK0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MK0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0020 ***********************************************************************
 ML0020  DESIGNATION -  Q 83
 ML0020  PID         -  ML0020
 ML0020  STATE/COUNTY-  NE/ANTELOPE
 ML0020  USGS QUAD   -  ELGIN (1985)
 ML0020
 ML0020                         *CURRENT SURVEY CONTROL
 ML0020  ___________________________________________________________________
 ML0020* NAD 83(1986)-  41 56 37.     (N)    098 04 59.     (W)     SCALED    
 ML0020* NAVD 88     -       597.084  (meters)    1958.93   (feet)  ADJUSTED  
 ML0020  ___________________________________________________________________
 ML0020  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 ML0020  DYNAMIC HT  -         596.827 (meters)    1958.09  (feet)  COMP
 ML0020  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 ML0020
 ML0020  VERT ORDER  -  SECOND    CLASS 0
 ML0020
 ML0020.The horizontal coordinates were scaled from a topographic map and have
 ML0020.an estimated accuracy of +/- 6 seconds.
 ML0020
 ML0020.The orthometric height was determined by differential leveling
 ML0020.and adjusted by the National Geodetic Survey in June 1991..
 ML0020.WARNING-Repeat measurements at this control monument indicate possible
 ML0020.vertical movement.
 ML0020
 ML0020.The geoid height was determined by GEOID03.
 ML0020
 ML0020.The dynamic height is computed by dividing the NAVD 88
 ML0020.geopotential number by the normal gravity value computed on the
 ML0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0020.degrees latitude (g = 980.6199 gals.).
 ML0020
 ML0020.The modeled gravity was interpolated from observed gravity values.
 ML0020
 ML0020;                    North         East    Units  Estimated Accuracy
 ML0020;SPC NE       -   236,060.      658,900.      MT  (+/- 180 meters Scaled)
 ML0020
 ML0020                          SUPERSEDED SURVEY CONTROL
 ML0020
 ML0020  NGVD 29 (??/??/92)  596.842  (m)         1958.14   (f) ADJ UNCH    2 0
 ML0020
 ML0020.Superseded values are not recommended for survey control.
 ML0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0020.See file dsdata.txt to determine how the superseded data were derived.
 ML0020
 ML0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM760439(NAD 83)
 ML0020_MARKER: DB = BENCH MARK DISK
 ML0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0020_STAMPING: Q 83 1935
 ML0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0020+STABILITY: SURFACE MOTION
 ML0020
 ML0020  HISTORY     - Date     Condition        Report By
 ML0020  HISTORY     - 1935     MONUMENTED       CGS
 ML0020  HISTORY     - 1939     GOOD             NGS
 ML0020
 ML0020                          STATION DESCRIPTION
 ML0020
 ML0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0020'2.8 MI S FROM ELGIN.
 ML0020'2.8 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 ML0020'FROM THE STATION AT ELGIN, ANTELOPE COUNTY, AT A ROAD CROSSING,
 ML0020'84.7 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 60 FEET
 ML0020'SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 37.3 FEET WEST OF
 ML0020'THE WEST RAIL, 16.4 FEET EAST OF A FENCE, 15 FEET NORTH OF A
 ML0020'POLE, AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 ML0020'STANDARD DISK, STAMPED Q 83 1935 AND SET IN THE TOP OF A CONCRETE
 ML0020'POST.
 ML0020
 ML0020                          STATION RECOVERY (1939)
 ML0020
 ML0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 ML0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1633 ***********************************************************************
 MK1633  DESIGNATION -  Q 84
 MK1633  PID         -  MK1633
 MK1633  STATE/COUNTY-  NE/MADISON
 MK1633  USGS QUAD   -  NEWMAN GROVE (1985)
 MK1633
 MK1633                         *CURRENT SURVEY CONTROL
 MK1633  ___________________________________________________________________
 MK1633* NAD 83(1986)-  41 44 13.     (N)    097 45 12.     (W)     SCALED    
 MK1633* NAVD 88     -       522.334  (meters)    1713.69   (feet)  ADJUSTED  
 MK1633  ___________________________________________________________________
 MK1633  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 MK1633  DYNAMIC HT  -         522.116 (meters)    1712.98  (feet)  COMP
 MK1633  MODELED GRAV-     980,188.1   (mgal)                       NAVD 88
 MK1633
 MK1633  VERT ORDER  -  SECOND    CLASS 0
 MK1633
 MK1633.The horizontal coordinates were scaled from a topographic map and have
 MK1633.an estimated accuracy of +/- 6 seconds.
 MK1633
 MK1633.The orthometric height was determined by differential leveling
 MK1633.and adjusted by the National Geodetic Survey in June 1991..
 MK1633
 MK1633.The geoid height was determined by GEOID03.
 MK1633
 MK1633.The dynamic height is computed by dividing the NAVD 88
 MK1633.geopotential number by the normal gravity value computed on the
 MK1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1633.degrees latitude (g = 980.6199 gals.).
 MK1633
 MK1633.The modeled gravity was interpolated from observed gravity values.
 MK1633
 MK1633;                    North         East    Units  Estimated Accuracy
 MK1633;SPC NE       -   213,780.      686,820.      MT  (+/- 180 meters Scaled)
 MK1633
 MK1633                          SUPERSEDED SURVEY CONTROL
 MK1633
 MK1633  NGVD 29 (??/??/92)  522.136  (m)         1713.04   (f) ADJ UNCH    2 0
 MK1633
 MK1633.Superseded values are not recommended for survey control.
 MK1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1633.See file dsdata.txt to determine how the superseded data were derived.
 MK1633
 MK1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM036213(NAD 83)
 MK1633_MARKER: DB = BENCH MARK DISK
 MK1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1633_STAMPING: Q-84-1935
 MK1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1633+STABILITY: SURFACE MOTION
 MK1633
 MK1633  HISTORY     - Date     Condition        Report By
 MK1633  HISTORY     - 1935     MONUMENTED       CGS
 MK1633  HISTORY     - 1965     MARK NOT FOUND   NGS
 MK1633
 MK1633                          STATION DESCRIPTION
 MK1633
 MK1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1633'1.3 MI SE FROM NEWMAN GROVE.
 MK1633'1.3 MILES SOUTHEAST OF NEWMAN GROVE.  ALONG THE CHICAGO AND
 MK1633'NORTH WESTERN RAILROAD BETWEEN ALBION AND HUMPHREY, 450 FEET
 MK1633'SOUTHEAST OF CULVERT NO. D, 240 FEET WEST OF MILE POST NO.
 MK1633'66, 53.6 FEET SOUTH OF THE SOUTH RAIL, 4.6 FEET EAST OF THE
 MK1633'NORTH AND SOUTH FENCE, 2.8 FEET NORTH OF THE EAST AND WEST FENCE.
 MK1633
 MK1633                          STATION RECOVERY (1965)
 MK1633
 MK1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MK1633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1194 ***********************************************************************
 MK1194  DESIGNATION -  Q 86
 MK1194  PID         -  MK1194
 MK1194  STATE/COUNTY-  NE/PLATTE
 MK1194  USGS QUAD   -  HUMPHREY (1976)
 MK1194
 MK1194                         *CURRENT SURVEY CONTROL
 MK1194  ___________________________________________________________________
 MK1194* NAD 83(1986)-  41 43 42.     (N)    097 23 15.     (W)     SCALED    
 MK1194* NAVD 88     -       489.377  (meters)    1605.56   (feet)  ADJUSTED  
 MK1194  ___________________________________________________________________
 MK1194  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 MK1194  DYNAMIC HT  -         489.176 (meters)    1604.90  (feet)  COMP
 MK1194  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 MK1194
 MK1194  VERT ORDER  -  SECOND    CLASS 0
 MK1194
 MK1194.The horizontal coordinates were scaled from a topographic map and have
 MK1194.an estimated accuracy of +/- 6 seconds.
 MK1194
 MK1194.The orthometric height was determined by differential leveling
 MK1194.and adjusted by the National Geodetic Survey in June 1991..
 MK1194
 MK1194.The geoid height was determined by GEOID03.
 MK1194
 MK1194.The dynamic height is computed by dividing the NAVD 88
 MK1194.geopotential number by the normal gravity value computed on the
 MK1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1194.degrees latitude (g = 980.6199 gals.).
 MK1194
 MK1194.The modeled gravity was interpolated from observed gravity values.
 MK1194
 MK1194;                    North         East    Units  Estimated Accuracy
 MK1194;SPC NE       -   213,680.      717,260.      MT  (+/- 180 meters Scaled)
 MK1194
 MK1194                          SUPERSEDED SURVEY CONTROL
 MK1194
 MK1194  NGVD 29 (??/??/92)  489.193  (m)         1604.96   (f) ADJ UNCH    2 0
 MK1194
 MK1194.Superseded values are not recommended for survey control.
 MK1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1194.See file dsdata.txt to determine how the superseded data were derived.
 MK1194
 MK1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM341208(NAD 83)
 MK1194_MARKER: DB = BENCH MARK DISK
 MK1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1194_STAMPING: Q-86-1935
 MK1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1194+STABILITY: SURFACE MOTION
 MK1194
 MK1194  HISTORY     - Date     Condition        Report By
 MK1194  HISTORY     - 1935     MONUMENTED       CGS
 MK1194
 MK1194                          STATION DESCRIPTION
 MK1194
 MK1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1194'1.8 MI W FROM CRESTON.
 MK1194'1.8 MILES WEST OF CRESTON.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1194'RAILROAD BETWEEN HUMPHREY AND HOOPER, 76.2 FEET NORTHWEST OF
 MK1194'CULVERT NO. D-107, 64.4 FEET SOUTHWEST OF CROSSING, 52.8 FEET
 MK1194'SOUTH OF THE SOUTH RAIL, 2.6 FEET NORTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1163 ***********************************************************************
 MK1163  DESIGNATION -  Q 87
 MK1163  PID         -  MK1163
 MK1163  STATE/COUNTY-  NE/STANTON
 MK1163  USGS QUAD   -  STANTON SE (1966)
 MK1163
 MK1163                         *CURRENT SURVEY CONTROL
 MK1163  ___________________________________________________________________
 MK1163* NAD 83(1986)-  41 48 54.     (N)    097 03 31.     (W)     SCALED    
 MK1163* NAVD 88     -       486.807  (meters)    1597.13   (feet)  ADJUSTED  
 MK1163  ___________________________________________________________________
 MK1163  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 MK1163  DYNAMIC HT  -         486.612 (meters)    1596.49  (feet)  COMP
 MK1163  MODELED GRAV-     980,207.5   (mgal)                       NAVD 88
 MK1163
 MK1163  VERT ORDER  -  SECOND    CLASS 0
 MK1163
 MK1163.The horizontal coordinates were scaled from a topographic map and have
 MK1163.an estimated accuracy of +/- 6 seconds.
 MK1163
 MK1163.The orthometric height was determined by differential leveling
 MK1163.and adjusted by the National Geodetic Survey in June 1991..
 MK1163
 MK1163.The geoid height was determined by GEOID03.
 MK1163
 MK1163.The dynamic height is computed by dividing the NAVD 88
 MK1163.geopotential number by the normal gravity value computed on the
 MK1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1163.degrees latitude (g = 980.6199 gals.).
 MK1163
 MK1163.The modeled gravity was interpolated from observed gravity values.
 MK1163
 MK1163;                    North         East    Units  Estimated Accuracy
 MK1163;SPC NE       -   224,170.      744,270.      MT  (+/- 180 meters Scaled)
 MK1163
 MK1163                          SUPERSEDED SURVEY CONTROL
 MK1163
 MK1163  NGVD 29 (??/??/92)  486.625  (m)         1596.54   (f) ADJ UNCH    2 0
 MK1163
 MK1163.Superseded values are not recommended for survey control.
 MK1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1163.See file dsdata.txt to determine how the superseded data were derived.
 MK1163
 MK1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM612310(NAD 83)
 MK1163_MARKER: DB = BENCH MARK DISK
 MK1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1163_STAMPING: Q-87-1935
 MK1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1163+STABILITY: SURFACE MOTION
 MK1163
 MK1163  HISTORY     - Date     Condition        Report By
 MK1163  HISTORY     - 1935     MONUMENTED       CGS
 MK1163  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1163
 MK1163                          STATION DESCRIPTION
 MK1163
 MK1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1163'8.7 MI NE FROM CLARKSON.
 MK1163'8.7 MILES NORTHEAST OF CLARKSON BY HIGHWAY.  ALONG STATE HIGHWAY
 MK1163'NO. 15 BETWEEN SCHUYLER AND PILGER, 5.8 MILES NORTH OF JUNCTION
 MK1163'WITH HIGHWAY 91, 0.2 MILES NORTH OF WOODEN BRIDGE HAVING STEEL
 MK1163'GUARD RAILS, ON THE TOP OF A LARGE HILL, 46.3 FEET SOUTHWEST OF
 MK1163'ROAD INTERSECTION, 34.7 FEET WEST OF THE CENTER LINE OF HIGHWAY,
 MK1163'31.4 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD, 3.4 FEET EAST
 MK1163'OF FENCE.
 MK1163
 MK1163                          STATION RECOVERY (1965)
 MK1163
 MK1163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0089 ***********************************************************************
 MN0089  DESIGNATION -  Q 9
 MN0089  PID         -  MN0089
 MN0089  STATE/COUNTY-  NE/CHEYENNE
 MN0089  USGS QUAD   -  GURLEY (1972)
 MN0089
 MN0089                         *CURRENT SURVEY CONTROL
 MN0089  ___________________________________________________________________
 MN0089* NAD 83(1986)-  41 22 00.     (N)    102 58 23.     (W)     SCALED    
 MN0089* NAVD 88     -      1302.116  (meters)    4272.03   (feet)  ADJUSTED  
 MN0089  ___________________________________________________________________
 MN0089  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 MN0089  DYNAMIC HT  -        1301.210 (meters)    4269.05  (feet)  COMP
 MN0089  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 MN0089
 MN0089  VERT ORDER  -  FIRST     CLASS II
 MN0089
 MN0089.The horizontal coordinates were scaled from a topographic map and have
 MN0089.an estimated accuracy of +/- 6 seconds.
 MN0089
 MN0089.The orthometric height was determined by differential leveling
 MN0089.and adjusted by the National Geodetic Survey in June 1991..
 MN0089
 MN0089.The geoid height was determined by GEOID03.
 MN0089
 MN0089.The dynamic height is computed by dividing the NAVD 88
 MN0089.geopotential number by the normal gravity value computed on the
 MN0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0089.degrees latitude (g = 980.6199 gals.).
 MN0089
 MN0089.The modeled gravity was interpolated from observed gravity values.
 MN0089
 MN0089;                    North         East    Units  Estimated Accuracy
 MN0089;SPC NE       -   174,510.      251,390.      MT  (+/- 180 meters Scaled)
 MN0089
 MN0089                          SUPERSEDED SURVEY CONTROL
 MN0089
 MN0089  NGVD 29 (??/??/92) 1301.465  (m)         4269.89   (f) ADJ UNCH    1 2
 MN0089
 MN0089.Superseded values are not recommended for survey control.
 MN0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0089.See file dsdata.txt to determine how the superseded data were derived.
 MN0089
 MN0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF695814(NAD 83)
 MN0089_MARKER: DB = BENCH MARK DISK
 MN0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0089_STAMPING: 4269.890 Q 9 1933
 MN0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0089+STABILITY: SURFACE MOTION
 MN0089
 MN0089  HISTORY     - Date     Condition        Report By
 MN0089  HISTORY     - 1933     MONUMENTED       CGS
 MN0089  HISTORY     - 1934     GOOD             NGS
 MN0089  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0089
 MN0089                          STATION DESCRIPTION
 MN0089
 MN0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MN0089'2.9 MI S FROM GURLEY.
 MN0089'2.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0089'FROM THE STATION AT DALTON, CHEYENNE COUNTY, 3.3 MILES NORTH
 MN0089'OF GURLEY, 8 POLES SOUTH OF MILEPOST 59, AT A ROAD CROSSING,
 MN0089'95 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 19, 54 FEET
 MN0089'NORTHEAST OF A METAL CROSSING-SIGN, 28 FEET NORTH OF THE CENTERLINE
 MN0089'OF THE ROAD, 21 FEET EAST OF THE EAST RAIL, AND 19 FEET NORTHEAST
 MN0089'OF AN 18-INCH CONCRETE CULVERT UNDER THE COUNTY ROAD.  A STANDARD
 MN0089'DISK, STAMPED 4269.890 Q 9 1933 AND SET IN THE TOP OF A CONCRETE
 MN0089'POST.
 MN0089
 MN0089                          STATION RECOVERY (1985)
 MN0089
 MN0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0089'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0513 ***********************************************************************
 LF0513  DESIGNATION -  QQ 267
 LF0513  PID         -  LF0513
 LF0513  STATE/COUNTY-  NE/RICHARDSON
 LF0513  USGS QUAD   -  VERDON (1966)
 LF0513
 LF0513                         *CURRENT SURVEY CONTROL
 LF0513  ___________________________________________________________________
 LF0513* NAD 83(1986)-  40 09 10.     (N)    095 43 03.     (W)     SCALED    
 LF0513* NAVD 88     -       284.311  (meters)     932.78   (feet)  ADJUSTED  
 LF0513  ___________________________________________________________________
 LF0513  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LF0513  DYNAMIC HT  -         284.154 (meters)     932.26  (feet)  COMP
 LF0513  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 LF0513
 LF0513  VERT ORDER  -  SECOND    CLASS 0
 LF0513
 LF0513.The horizontal coordinates were scaled from a topographic map and have
 LF0513.an estimated accuracy of +/- 6 seconds.
 LF0513
 LF0513.The orthometric height was determined by differential leveling
 LF0513.and adjusted by the National Geodetic Survey in June 1991..
 LF0513
 LF0513.The geoid height was determined by GEOID03.
 LF0513
 LF0513.The dynamic height is computed by dividing the NAVD 88
 LF0513.geopotential number by the normal gravity value computed on the
 LF0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0513.degrees latitude (g = 980.6199 gals.).
 LF0513
 LF0513.The modeled gravity was interpolated from observed gravity values.
 LF0513
 LF0513;                    North         East    Units  Estimated Accuracy
 LF0513;SPC NE       -    44,500.      864,710.      MT  (+/- 180 meters Scaled)
 LF0513
 LF0513                          SUPERSEDED SURVEY CONTROL
 LF0513
 LF0513  NGVD 29 (??/??/92)  284.245  (m)          932.56   (f) ADJ UNCH    2 0
 LF0513
 LF0513.Superseded values are not recommended for survey control.
 LF0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0513.See file dsdata.txt to determine how the superseded data were derived.
 LF0513
 LF0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE685482(NAD 83)
 LF0513_MARKER: DB = BENCH MARK DISK
 LF0513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0513_SP_SET: BRIDGE
 LF0513_STAMPING: QQ 267 1947
 LF0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0513
 LF0513  HISTORY     - Date     Condition        Report By
 LF0513  HISTORY     - 1947     MONUMENTED       CGS
 LF0513
 LF0513                          STATION DESCRIPTION
 LF0513
 LF0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0513'0.3 MI NW FROM VERDON.
 LF0513'0.3 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0513'STATION AT VERDON, ON TOP OF THE EAST END OF THE NORTH CONCRETE
 LF0513'PIER FOR BRIDGE NO. 143G, 3 1/2 POLES NORTHWEST OF MILE POST 395,
 LF0513'7.0 FEET EAST OF THE EAST RAIL, 4.5 FEET LOWER THAN THE BASE OF
 LF0513'THE RAIL, 1.5 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 LF0513'PIER AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1191 ***********************************************************************
 LH1191  DESIGNATION -  QUAIL
 LH1191  PID         -  LH1191
 LH1191  STATE/COUNTY-  NE/WEBSTER
 LH1191  USGS QUAD   -  BLUE HILL (1969)
 LH1191
 LH1191                         *CURRENT SURVEY CONTROL
 LH1191  ___________________________________________________________________
 LH1191* NAD 83(1995)-  40 16 38.72945(N)    098 25 55.06861(W)     ADJUSTED  
 LH1191* NAVD 88     -       612.5    (meters)    2010.     (feet)  VERTCON   
 LH1191  ___________________________________________________________________
 LH1191  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 LH1191  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 LH1191
 LH1191  HORZ ORDER  -  FIRST
 LH1191
 LH1191.The horizontal coordinates were established by classical geodetic methods
 LH1191.and adjusted by the National Geodetic Survey in August 1997..
 LH1191
 LH1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1191
 LH1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1191
 LH1191.The geoid height was determined by GEOID03.
 LH1191
 LH1191;                    North         East     Units Scale Factor Converg.
 LH1191;SPC NE       -    50,518.052   633,334.728   MT  0.99988609   +1 02 20.9
 LH1191;UTM  14      - 4,458,704.162   548,290.763   MT  0.99962871   +0 22 02.1
 LH1191
 LH1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1191!SPC NE       -   0.99990797  x   0.99988609  =   0.99979407
 LH1191!UTM  14      -   0.99990797  x   0.99962871  =   0.99953672
 LH1191
 LH1191:                Primary Azimuth Mark                     Grid Az
 LH1191:SPC NE       -  QUAIL AZ MK                              010 17 31.1
 LH1191:UTM  14      -  QUAIL AZ MK                              010 57 49.9
 LH1191
 LH1191|---------------------------------------------------------------------|
 LH1191| PID    Reference Object                     Distance      Geod. Az  |
 LH1191|                                                           dddmmss.s |
 LH1191| CN9517 QUAIL AZ MK                                        0111952.0 |
 LH1191| CN9518 QUAIL RM 1                           41.694 METERS 08930     |
 LH1191| LH1192 QUAIL RM A                           42.453 METERS 15147     |
 LH1191| CN9519 QUAIL RM 2                           19.889 METERS 27152     |
 LH1191|---------------------------------------------------------------------|
 LH1191
 LH1191                          SUPERSEDED SURVEY CONTROL
 LH1191
 LH1191  NAD 83(1986)-  40 16 38.73688(N)    098 25 55.06767(W) AD(       ) 1
 LH1191  NAD 27      -  40 16 38.69388(N)    098 25 53.86576(W) AD(       ) 1
 LH1191  NGVD 29 (07/19/86)  612.3    (m)         2009.     (f) VERT ANG       
 LH1191
 LH1191.Superseded values are not recommended for survey control.
 LH1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1191.See file dsdata.txt to determine how the superseded data were derived.
 LH1191
 LH1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4829158704(NAD 83)
 LH1191_MARKER: DS = TRIANGULATION STATION DISK
 LH1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1191_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1191_STAMPING: QUAIL 1966
 LH1191_MARK LOGO: CGS   
 LH1191_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1191+STABILITY: SURFACE MOTION
 LH1191
 LH1191  HISTORY     - Date     Condition        Report By
 LH1191  HISTORY     - 1966     MONUMENTED       CGS
 LH1191  HISTORY     - 20010807 GOOD             NEDR
 LH1191
 LH1191                          STATION DESCRIPTION
 LH1191
 LH1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LH1191'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF ROSEMONT, 4 MILES SOUTH
 LH1191'OF BLUE HILL AND 7-1/2 MILES NORTH OF COWLES.  IT IS IN THE
 LH1191'NORTHEAST 1/4 OF SEC. 34, T.4N., R.10 W., AND ON PROPERTY OWNED BY
 LH1191'MR. FRED TOEPFER.
 LH1191'
 LH1191'TO REACH STATION FROM THE POST OFFICE IN BLUE HILL, GO EAST FOR
 LH1191'0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY 281.  TURN RIGHT AND GO
 LH1191'SOUTH ON HIGHWAY 281 FOR 2.7 MILES TO THE JUNCTION OF STATE HIGHWAY
 LH1191'4.  CONTINUE SOUTH ON GRAVELED ROAD FOR 1.0 MILE TO CROSSROADS.
 LH1191'TURN LEFT, EAST, AND GO 0.65 MILE TO STATION ON THE RIGHT AS
 LH1191'DESCRIBED.
 LH1191'
 LH1191'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 LH1191'STATE HIGHWAY 4 BY GOING EAST ON HIGHWAY 4 FOR 0.95 MILE TO AZIMUTH
 LH1191'ON THE RIGHT, SOUTH SIDE OF THE HIGHWAY AS DESCRIBED.  THIS IS AT
 LH1191'A POINT ABOUT 400 FEET OR THREE POWERLINE POLES BEFORE REACHING A
 LH1191'NORTH-SOUTH SECTION LINE ROAD.
 LH1191'
 LH1191'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 LH1191'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 14 INCHES BELOW THE
 LH1191'SURFACE OF THE GROUND AND IS STAMPED QUAIL 1966.  IT IS 125 FEET
 LH1191'WEST OF DRIVEWAY LEADING TO AN OLD FARMHOUSE, 32-1/2 FEET WEST OF
 LH1191'CENTER OF A GRAVELED ROAD AND 20.3 FEET EAST OF A FENCE CORNER.
 LH1191'
 LH1191'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN
 LH1191'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 LH1191'STAMPED QUAIL NO 1 1966.  IT IS 30 FEET SOUTH OF CENTER OF THE
 LH1191'GRAVELED ROAD, 12 FEET EAST OF THE DRIVEWAY AND 2.5 FEET WEST OF A
 LH1191'FENCE CORNER.
 LH1191'
 LH1191'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 LH1191'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 LH1191'STAMPED QUAIL NO 2 1966.  IT IS 33 FEET SOUTH OF THE CENTER OF THE
 LH1191'GRAVELED ROAD, 15.0 FEET NORTHWEST OF A 9 INCH, TWIN TRUNK TREE
 LH1191'AND 14.0 FEET NORTH OF A FENCE CORNER.
 LH1191'
 LH1191'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 LH1191'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 LH1191'AND IS STAMPED QUAIL 1966.  IT IS 49 FEET SOUTH OF CENTER OF STATE
 LH1191'HIGHWAY 4, 8.0 FEET WEST OF A POWERLINE POLE, 3.3 FEET
 LH1191'WEST-NORTHWEST OF A METAL WITNESS POST AND 3.2 FEET EAST OF A
 LH1191'STATE HIGHWAY RIGHT-OF-WAY MARKER.
 LH1191'
 LH1191'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 LH1191
 LH1191                          STATION RECOVERY (2001)
 LH1191
 LH1191'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2001 (DL)
 LH1191'RECOVERED IN GOOD CONDITION.  NOTE-FROM THE CROSSROADS OF EAST
 LH1191'JUNCTION OF HIGHWAY 4 AND HIGHWAY 281 W/LINE L-910.  PROCEED SOUTH
 LH1191'DOWN GRAVEL COUNTY ROAD 1.0 MILE (1.6 KM) TO A CROSSROADS.  THEN TURN
 LH1191'LEFT GOING EAST DOWN DIRT COUNTY ROAD 0.65 MILE (1.05 KM) TO THE
 LH1191'TRIANGULATION STATION.  QUAIL AZ MK 1966 WAS ALSO RECOVERED IN GOOD
 LH1191'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1192 ***********************************************************************
 LH1192  DESIGNATION -  QUAIL RM A
 LH1192  PID         -  LH1192
 LH1192  STATE/COUNTY-  NE/WEBSTER
 LH1192  USGS QUAD   -  BLUE HILL (1969)
 LH1192
 LH1192                         *CURRENT SURVEY CONTROL
 LH1192  ___________________________________________________________________
 LH1192* NAD 83(1995)-  40 16 37.51664(N)    098 25 54.21897(W)     ADJUSTED  
 LH1192* NAVD 88     -       611.9    (meters)    2008.     (feet)  VERTCON   
 LH1192  ___________________________________________________________________
 LH1192  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 LH1192  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 LH1192
 LH1192  HORZ ORDER  -  FIRST
 LH1192
 LH1192.The horizontal coordinates were established by classical geodetic methods
 LH1192.and adjusted by the National Geodetic Survey in August 1997..
 LH1192
 LH1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1192
 LH1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1192
 LH1192.The geoid height was determined by GEOID03.
 LH1192
 LH1192;                    North         East     Units Scale Factor Converg.
 LH1192;SPC NE       -    50,481.018   633,355.473   MT  0.99988622   +1 02 21.4
 LH1192;UTM  14      - 4,458,666.897   548,311.067   MT  0.99962873   +0 22 02.6
 LH1192
 LH1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1192!SPC NE       -   0.99990807  x   0.99988622  =   0.99979430
 LH1192!UTM  14      -   0.99990807  x   0.99962873  =   0.99953683
 LH1192
 LH1192:                Primary Azimuth Mark                     Grid Az
 LH1192:SPC NE       -  REIHER RESET                             208 16 06.1
 LH1192:UTM  14      -  REIHER RESET                             208 56 24.9
 LH1192
 LH1192|---------------------------------------------------------------------|
 LH1192| PID    Reference Object                     Distance      Geod. Az  |
 LH1192|                                                           dddmmss.s |
 LH1192| LH1209 REIHER RESET                        APPROX.12.9 KM 2091827.5 |
 LH1192| LH1191 QUAIL                                42.453 METERS 33147     |
 LH1192|---------------------------------------------------------------------|
 LH1192
 LH1192                          SUPERSEDED SURVEY CONTROL
 LH1192
 LH1192  NAD 83(1986)-  40 16 37.52398(N)    098 25 54.21797(W) AD(       ) 1
 LH1192  NAD 27      -  40 16 37.48105(N)    098 25 53.01616(W) AD(       ) 1
 LH1192  NGVD 29 (07/19/86)  611.7    (m)         2007.     (f) VERT ANG       
 LH1192
 LH1192.Superseded values are not recommended for survey control.
 LH1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1192.See file dsdata.txt to determine how the superseded data were derived.
 LH1192
 LH1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4831158667(NAD 83)
 LH1192_MARKER: DS = TRIANGULATION STATION DISK
 LH1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1192+STABILITY: SURFACE MOTION
 LH1192
 LH1192  HISTORY     - Date     Condition        Report By
 LH1192  HISTORY     - 1966     MONUMENTED       CGS
 LH1192
 LH1192                          STATION DESCRIPTION
 LH1192
 LH1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 LH1192'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME PROPERTY
 LH1192'AS TRIANGULATION STATION QUAIL.
 LH1192'
 LH1192'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK DISK.
 LH1192'THE DISK IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT
 LH1192'THAT IS SET 18 INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK
 LH1192'IS STAMPED QUAIL RM A 1966.  THE MARK IS 90.5 FEET NORTH-NORTHEAST
 LH1192'OF THE NORTHWEST CORNER OF HOUSE, 50 FEET WEST OF THE APPROXIMATE
 LH1192'CENTER OF LANE AND 25 FEET NORTH OF THE NORTHWEST CORNER OF A
 LH1192'SMALL SHED.
 LH1192'
 LH1192'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION QUAIL,
 LH1192'DISTANCE BEING 42.456 METERS OR 139.29 FEET.
 LH1192'
 LH1192'OBSERVATIONS WERE TAKEN FROM A 77 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1421 ***********************************************************************
 LF1421  DESIGNATION -  QUEEN
 LF1421  PID         -  LF1421
 LF1421  STATE/COUNTY-  NE/CASS
 LF1421  USGS QUAD   -  ROCK BLUFF (1984)
 LF1421
 LF1421                         *CURRENT SURVEY CONTROL
 LF1421  ___________________________________________________________________
 LF1421* NAD 83(1995)-  40 56 00.64868(N)    095 50 38.59896(W)     ADJUSTED  
 LF1421* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 LF1421  ___________________________________________________________________
 LF1421  LAPLACE CORR-          -9.43  (seconds)                    DEFLEC99
 LF1421  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 LF1421
 LF1421  HORZ ORDER  -  SECOND
 LF1421
 LF1421.The horizontal coordinates were established by classical geodetic methods
 LF1421.and adjusted by the National Geodetic Survey in August 1997..
 LF1421
 LF1421.The orthometric height was scaled from a topographic map.
 LF1421
 LF1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1421
 LF1421.The geoid height was determined by GEOID03.
 LF1421
 LF1421;                    North         East     Units Scale Factor Converg.
 LF1421;SPC NE       -   130,557.809   849,775.418   MT  0.99970814   +2 45 14.9
 LF1421;SPC IA S     -   106,324.694   302,616.379   MT  0.99995920   -1 32 38.5
 LF1421;UTM  15      - 4,535,271.800   260,556.312   MT  1.00030571   -1 51 51.3
 LF1421
 LF1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1421!SPC NE       -   0.99995885  x   0.99970814  =   0.99966700
 LF1421!SPC IA S     -   0.99995885  x   0.99995920  =   0.99991805
 LF1421!UTM  15      -   0.99995885  x   1.00030571  =   1.00026455
 LF1421
 LF1421|---------------------------------------------------------------------|
 LF1421| PID    Reference Object                     Distance      Geod. Az  |
 LF1421|                                                           dddmmss.s |
 LF1421| CL8221 QUEEN RM 1                            5.867 METERS 09957     |
 LF1421| LF1428 MURRAY MUNICIPAL TANK               APPROX. 7.5 KM 2543853.0 |
 LF1421| CL8220 QUEEN AZ MK                                        2814526.5 |
 LF1421| CL8222 QUEEN RM 2                            7.419 METERS 35759     |
 LF1421|---------------------------------------------------------------------|
 LF1421
 LF1421                          SUPERSEDED SURVEY CONTROL
 LF1421
 LF1421  NAD 83(1986)-  40 56 00.65720(N)    095 50 38.59536(W) AD(       ) 2
 LF1421  NAD 27      -  40 56 00.65700(N)    095 50 37.56800(W) AD(       ) 2
 LF1421
 LF1421.Superseded values are not recommended for survey control.
 LF1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1421.See file dsdata.txt to determine how the superseded data were derived.
 LF1421
 LF1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF6055635272(NAD 83)
 LF1421_MARKER: DS = TRIANGULATION STATION DISK
 LF1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1421
 LF1421  HISTORY     - Date     Condition        Report By
 LF1421  HISTORY     - 1947     MONUMENTED       CGS
 LF1421
 LF1421                          STATION DESCRIPTION
 LF1421
 LF1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 LF1421'STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF PLATTSMOUTH AND 4-1/2
 LF1421'MILES EAST-NORTHEAST OF MURRAY ON A HIGH POINT OVERLOOKING THE
 LF1421'MISSOURI RIVER TO THE EAST.  STATION IS 9 FEET EAST OF
 LF1421'FENCELINE AND 4 FEET EAST OF WITNESS POST.  THE MARK IS FLUSH
 LF1421'WITH THE GROUND AND THE DISK IS STAMPED QUEEN 1947.
 LF1421'
 LF1421'REFERENCE MARK NO. 1 IS 19.25 FEET EAST OF STATION.  THE MARK
 LF1421'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED QUEEN NO 1 1947.
 LF1421'
 LF1421'REFERENCE MARK NO. 2 IS 24.34 FEET NORTH OF STATION AND 2 FEET
 LF1421'EAST OF FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 LF1421'DISK IS STAMPED QUEEN NO 2 1947.
 LF1421'
 LF1421'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE WEST OF STATION ON NEXT
 LF1421'RIDGE, 3.5 FEET EAST OF WITNESS POST AND 1.5 FEET SOUTH OF
 LF1421'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 LF1421'QUEEN 1947.
 LF1421'
 LF1421'TO REACH STATION FROM INTERSECTION OF U.S. HIGHWAYS 75 AND 34
 LF1421'IN PLATTSMOUTH, GO SOUTH ON U.S. HIGHWAYS 75 AND 34 FOR 5.8 MILES
 LF1421'TO DIRT T ROAD LEFT.  TURN LEFT AND GO EAST FOR 2.35 MILES TO
 LF1421'CROSSROADS.  BEAR RIGHT AND CONTINUE SOUTHEASTERLY 0.95 MILE TO
 LF1421'T INTERSECTION.  TURN RIGHT AND GO SOUTH 0.1 MILE TO SECOND ROAD
 LF1421'LEADING LEFT.  TURN LEFT AND GO EAST 0.45 MILE TO DRIVEWAY TO
 LF1421'FARMHOUSE.  CONTINUE UP DRIVEWAY 0.15 MILE TO FARMHOUSE AND END
 LF1421'OF TRUCK TRAVEL.  PACK NORTHWESTERLY UP STEEP RIDGE ABOUT 1/4
 LF1421'MILE TO HIGHEST POINT AND STATION OVERLOOKING THE MISSOURI
 LF1421'RIVER AS DESCRIBED.  IN DRY WEATHER A TRUCK MAY BE DRIVEN TO
 LF1421'THE STATION BY MAKING INQUIRY AT FARMHOUSE.
 LF1421'
 LF1421'TO REACH AZIMUTH FROM STATION GO WEST APPROZIMATELY 0.4 MILE TO
 LF1421'NEXT RIDGE AND AZIMUTH ALONG FENCELINE AS DESCRIBED.
 LF1421'
 LF1421'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0447 ***********************************************************************
 LJ0447  DESIGNATION -  QUICK
 LJ0447  PID         -  LJ0447
 LJ0447  STATE/COUNTY-  NE/FRONTIER
 LJ0447  USGS QUAD   -  QUICK (1970)
 LJ0447
 LJ0447                         *CURRENT SURVEY CONTROL
 LJ0447  ___________________________________________________________________
 LJ0447* NAD 83(1995)-  40 26 42.33035(N)    100 38 54.24625(W)     ADJUSTED  
 LJ0447* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 LJ0447  ___________________________________________________________________
 LJ0447  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 LJ0447  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 LJ0447
 LJ0447  HORZ ORDER  -  THIRD
 LJ0447
 LJ0447.The horizontal coordinates were established by classical geodetic methods
 LJ0447.and adjusted by the National Geodetic Survey in August 1997..
 LJ0447
 LJ0447.The orthometric height was scaled from a topographic map.
 LJ0447
 LJ0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0447
 LJ0447.The geoid height was determined by GEOID03.
 LJ0447
 LJ0447;                    North         East     Units Scale Factor Converg.
 LJ0447;SPC NE       -    68,130.482   445,001.604   MT  0.99982837   -0 25 46.9
 LJ0447;UTM  14      - 4,478,464.670   360,207.654   MT  0.99984055   -1 04 10.3
 LJ0447
 LJ0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0447!SPC NE       -   0.99986732  x   0.99982837  =   0.99969571
 LJ0447!UTM  14      -   0.99986732  x   0.99984055  =   0.99970789
 LJ0447
 LJ0447|---------------------------------------------------------------------|
 LJ0447| PID    Reference Object                     Distance      Geod. Az  |
 LJ0447|                                                           dddmmss.s |
 LJ0447| CN9525 QUICK RM 1                            7.760 METERS 09353     |
 LJ0447| CN9526 QUICK RM 2                            9.346 METERS 18716     |
 LJ0447| CN9524 QUICK AZ MK                                        3570458.2 |
 LJ0447|---------------------------------------------------------------------|
 LJ0447
 LJ0447                          SUPERSEDED SURVEY CONTROL
 LJ0447
 LJ0447  NAD 83(1986)-  40 26 42.33579(N)    100 38 54.25276(W) AD(       ) 3
 LJ0447  NAD 27      -  40 26 42.30915(N)    100 38 52.68934(W) AD(       ) 3
 LJ0447
 LJ0447.Superseded values are not recommended for survey control.
 LJ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0447.See file dsdata.txt to determine how the superseded data were derived.
 LJ0447
 LJ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6020878465(NAD 83)
 LJ0447_MARKER: DS = TRIANGULATION STATION DISK
 LJ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0447
 LJ0447  HISTORY     - Date     Condition        Report By
 LJ0447  HISTORY     - 1951     MONUMENTED       CGS
 LJ0447  HISTORY     - 1957     GOOD             CGS
 LJ0447
 LJ0447                          STATION DESCRIPTION
 LJ0447
 LJ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0447'THE STATION IS LOCATED ABOUT 17.0 MILES NORTH OF MC COOK AND
 LJ0447'ABOUT 15.0 MILES SOUTH OF MAYWOOD IN THE SOUTHWEST CORNER
 LJ0447'OF A CULTIVATED FIELD, 36 FEET EAST OF THE CENTER OF U.S.
 LJ0447'HIGHWAY 83 AND 4 FEET NORTHEAST OF A FENCE CORNER IN NORTHWEST
 LJ0447'CORNER OF A CEMETERY.  IT IS STAMPED QUICK 1951 AND PROJECTS
 LJ0447'1 INCH.
 LJ0447'
 LJ0447'REFERENCE MARK NO. 1 IS IN THE SOUTH EDGE OF A CULTIVATED
 LJ0447'FIELD, 27 FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH OF AN
 LJ0447'EAST-WEST FENCE LINE.  IT IS STAMPED QUICK NO 1 1951 AND
 LJ0447'PROJECTS 1 INCH.
 LJ0447'
 LJ0447'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 33 FEET
 LJ0447'EAST OF THE CENTER OF U.S. HIGHWAY 83, 28 FEET SOUTH OF A
 LJ0447'FENCE CORNER AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 LJ0447'IT IS STAMPED QUICK NO 2 1951 AND IS FLUSH WITH THE GROUND
 LJ0447'SURFACE.
 LJ0447'
 LJ0447'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 41.03 FEET.
 LJ0447'
 LJ0447'THE AZIMUTH MARK IS IN THE EAST EDGE OF A CULTIVATED FIELD,
 LJ0447'30 FEET WEST OF THE CENTER OF U.S. HIGHWAY 83 AND 2 FEET WEST
 LJ0447'OF A TELEPHONE POLE.  IT IS STAMPED QUICK 1951 AND PROJECTS
 LJ0447'2 INCHES.
 LJ0447'
 LJ0447'TO REACH THE STATION FROM THE INTERSECTION 2 BLOCKS SOUTH OF
 LJ0447'THE POST OFFICE IN MC COOK, GO WEST ON U.S. HIGHWAYS 83,
 LJ0447'34 AND 6 FOR 0.9 MILE TO JUNCTION OF THESE HIGHWAYS, TURN
 LJ0447'RIGHT AND GO NORTH ON U.S. HIGHWAY 83 FOR 16.9 MILES TO A
 LJ0447'CEMETERY ON RIGHT AND STATION JUST NORTH OF NORTHWEST CORNER
 LJ0447'AS DESCRIBED.  CONTINUE NORTH FOR 0.25 MILE TO AZIMUTH MARK
 LJ0447'ON LEFT AS DESCRIBED.
 LJ0447
 LJ0447                          STATION RECOVERY (1957)
 LJ0447
 LJ0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LJ0447'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LJ0447'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ON U.S. HIGHWAY
 LJ0447'83 WILL DESTROY THE STATION MARK, REFERENCE MARK, AND THE
 LJ0447'AZIMUTH MARK.  THEY WERE MOVED.  FOR DETAILS, SEE THE DESCRIPTION
 LJ0447'OF QUICK 2 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0448 ***********************************************************************
 LJ0448  DESIGNATION -  QUICK 2
 LJ0448  PID         -  LJ0448
 LJ0448  STATE/COUNTY-  NE/FRONTIER
 LJ0448  USGS QUAD   -  QUICK (1970)
 LJ0448
 LJ0448                         *CURRENT SURVEY CONTROL
 LJ0448  ___________________________________________________________________
 LJ0448* NAD 83(1995)-  40 26 42.32567(N)    100 38 54.07233(W)     ADJUSTED  
 LJ0448* NAVD 88     -       868.89   (+/-2cm)    2850.7    (feet)  VERTCON   
 LJ0448  ___________________________________________________________________
 LJ0448  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 LJ0448  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 LJ0448
 LJ0448  HORZ ORDER  -  SECOND
 LJ0448  VERT ORDER  -  THIRD ? (See Below)
 LJ0448
 LJ0448.The horizontal coordinates were established by classical geodetic methods
 LJ0448.and adjusted by the National Geodetic Survey in August 1997..
 LJ0448
 LJ0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0448.The vertical order pertains to the NGVD 29 superseded value.
 LJ0448
 LJ0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0448
 LJ0448.The geoid height was determined by GEOID03.
 LJ0448
 LJ0448;                    North         East     Units Scale Factor Converg.
 LJ0448;SPC NE       -    68,130.307   445,005.701   MT  0.99982837   -0 25 46.8
 LJ0448;UTM  14      - 4,478,464.449   360,211.749   MT  0.99984054   -1 04 10.2
 LJ0448
 LJ0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0448!SPC NE       -   0.99986739  x   0.99982837  =   0.99969578
 LJ0448!UTM  14      -   0.99986739  x   0.99984054  =   0.99970795
 LJ0448
 LJ0448|---------------------------------------------------------------------|
 LJ0448| PID    Reference Object                     Distance      Geod. Az  |
 LJ0448|                                                           dddmmss.s |
 LJ0448| CN9525 QUICK RM 1                            3.664 METERS 09601     |
 LJ0448| CN9528 QUICK 2 RM 3                         23.107 METERS 18255     |
 LJ0448| CN9527 QUICK 2 AZ MK                                      1843954.3 |
 LJ0448| LJ0447 QUICK                                 4.101 METERS 27201     |
 LJ0448| CN9524 QUICK AZ MK                                        3563253.5 |
 LJ0448|---------------------------------------------------------------------|
 LJ0448
 LJ0448                          SUPERSEDED SURVEY CONTROL
 LJ0448
 LJ0448  NAD 83(1986)-  40 26 42.33111(N)    100 38 54.07884(W) AD(       ) 2
 LJ0448  NAD 27      -  40 26 42.30448(N)    100 38 52.51543(W) AD(       ) 2
 LJ0448  NGVD 29 (07/19/86)  868.55   (m)         2849.6    (f) LEVELING    3  
 LJ0448
 LJ0448.Superseded values are not recommended for survey control.
 LJ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0448.See file dsdata.txt to determine how the superseded data were derived.
 LJ0448
 LJ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6021278464(NAD 83)
 LJ0448_MARKER: DS = TRIANGULATION STATION DISK
 LJ0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0448
 LJ0448  HISTORY     - Date     Condition        Report By
 LJ0448  HISTORY     - 1957     MONUMENTED       CGS
 LJ0448
 LJ0448                          STATION DESCRIPTION
 LJ0448
 LJ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJS)
 LJ0448'STATION IS LOCATED ABOUT 17 MILES NORTH OF MC COOK AND 15
 LJ0448'MILES SOUTH OF MAYWOOD ON THE EAST SIDE OF U.S. HIGHWAY 83,
 LJ0448'AT THE NORTHWEST CORNER OF A CEMETERY, 193 FEET NORTHEAST OF THE
 LJ0448'NORTHEAST CORNER OF A METHODIST CHURCH, 78 FEET NORTH-NORTHWEST
 LJ0448'OF THE MILLER TOMBSTONE, 55 FEET EAST OF THE CENTER OF U.S.
 LJ0448'HIGHWAY 83, 3 FEET NORTHEAST OF THE NORTHWEST CORNER OF CEMETERY
 LJ0448'FENCE, AND 2 FEET NORTH OF THE NORTH SIDE OF THE CEMETERY
 LJ0448'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LJ0448'QUICK 2 1957.
 LJ0448'
 LJ0448'REFERENCE MARK NO. 1 IS 67 FEET EAST OF THE CENTER OF U.S.
 LJ0448'HIGHWAY 83, 14 FEET EAST OF THE NORTHWEST CORNER OF CEMETERY
 LJ0448'FENCE, AND 1 FOOT NORTH OF THE NORTH SIDE OF CEMETERY FENCE.
 LJ0448'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 LJ0448'IS STAMPED QUICK NO 1 1951.
 LJ0448'
 LJ0448'REFERENCE MARK NO. 3 IS 73 FEET SOUTH OF THE NORTHWEST CORNER
 LJ0448'OF CEMETERY FENCE, 52 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 LJ0448'83, 27 FEET WEST OF THE WEST FACE OF THE MILLER TOMBSTONE,
 LJ0448'AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 LJ0448'DISK IS STAMPED QUICK 2 NO 3 1957.
 LJ0448'
 LJ0448'AZIMUTH MARK IS ABOUT 1/4 MILE NORTH OF THE FORMER SITE OF
 LJ0448'THE QUICK POST OFFICE, 60 FEET WEST OF THE CENTER OF U.S.
 LJ0448'HIGHWAY 83, AND 2.5 FEET NORTH OF TELEPHONE POLE NO. 5.  THE
 LJ0448'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED QUICK 2 1957.
 LJ0448'
 LJ0448'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6,
 LJ0448'34, AND 83 AT THE WEST EDGE OF MC COOK, GO NORTH ON U.S.
 LJ0448'HIGHWAY 83 FOR 16.8 MILES TO THE METHODIST CHURCH ON THE
 LJ0448'LEFT AND THE STATION ON THE RIGHT BY A CEMETERY AS DESCRIBED.
 LJ0448'
 LJ0448'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 LJ0448'HIGHWAY 83 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LJ0448'
 LJ0448'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0792 ***********************************************************************
 LG0792  DESIGNATION -  QUINCY
 LG0792  PID         -  LG0792
 LG0792  STATE/COUNTY-  NE/FILLMORE
 LG0792  USGS QUAD   -  EXETER (1969)
 LG0792
 LG0792                         *CURRENT SURVEY CONTROL
 LG0792  ___________________________________________________________________
 LG0792* NAD 83(1995)-  40 38 58.60546(N)    097 22 35.40154(W)     ADJUSTED  
 LG0792* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 LG0792  ___________________________________________________________________
 LG0792  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LG0792  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 LG0792
 LG0792  HORZ ORDER  -  SECOND
 LG0792
 LG0792.The horizontal coordinates were established by classical geodetic methods
 LG0792.and adjusted by the National Geodetic Survey in August 1997..
 LG0792
 LG0792.The orthometric height was scaled from a topographic map.
 LG0792
 LG0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0792
 LG0792.The geoid height was determined by GEOID03.
 LG0792
 LG0792;                    North         East     Units Scale Factor Converg.
 LG0792;SPC NE       -    93,996.246   721,808.157   MT  0.99976933   +1 44 18.9
 LG0792;UTM  14      - 4,501,128.940   637,262.119   MT  0.99983191   +1 03 27.9
 LG0792
 LG0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0792!SPC NE       -   0.99992905  x   0.99976933  =   0.99969840
 LG0792!UTM  14      -   0.99992905  x   0.99983191  =   0.99976097
 LG0792
 LG0792|---------------------------------------------------------------------|
 LG0792| PID    Reference Object                     Distance      Geod. Az  |
 LG0792|                                                           dddmmss.s |
 LG0792| LG1278 QUINCY RM 1                          27.395 METERS 07218     |
 LG0792| LG1277 QUINCY AZ MK                                       2702614.4 |
 LG0792| LG1279 QUINCY RM 2                          25.448 METERS 28054     |
 LG0792|---------------------------------------------------------------------|
 LG0792
 LG0792                          SUPERSEDED SURVEY CONTROL
 LG0792
 LG0792  NAD 83(1986)-  40 38 58.61311(N)    097 22 35.40218(W) AD(       ) 2
 LG0792  NAD 27      -  40 38 58.58900(N)    097 22 34.23400(W) AD(       ) 2
 LG0792
 LG0792.Superseded values are not recommended for survey control.
 LG0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0792.See file dsdata.txt to determine how the superseded data were derived.
 LG0792
 LG0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3726201129(NAD 83)
 LG0792_MARKER: DS = TRIANGULATION STATION DISK
 LG0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0792
 LG0792  HISTORY     - Date     Condition        Report By
 LG0792  HISTORY     - 1950     MONUMENTED       CGS
 LG0792  HISTORY     - 1961     GOOD             CGS
 LG0792  HISTORY     - 1964     GOOD             CGS
 LG0792
 LG0792                          STATION DESCRIPTION
 LG0792
 LG0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0792'STATION IS LOCATED ABOUT 5 MILES WEST OF FRIEND AND 4 MILES EAST
 LG0792'OF EXETER ALONG THE RIGHT OF WAY OF U.S. HIGHWAY 6 AND THE
 LG0792'CHICAGO, BURLINGTON AND QUINCY RAILROAD.  STATION IS 92 FEET
 LG0792'SOUTH OF THE SOUTH RAIL OF RAILROAD TRACK, 46 FEET NORTH OF THE
 LG0792'CENTERLINE OF HIGHWAY AND 32 FEET WEST NORTHWEST OF SMALL TREE
 LG0792'WITH TRIANGLE BLAZE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 LG0792'DISK IS STAMPED QUINCY 1950.
 LG0792'
 LG0792'REFERENCE MARK NO. 1 IS 71 FEET SOUTH OF SOUTH RAIL OF RAILROAD
 LG0792'TRACK, 67 FEET NORTH OF THE CENTERLINE OF HIGHWAY AND 33 FEET
 LG0792'EAST SOUTHEAST OF TELEGRAPH POLE.  THE MARK IS FLUSH WITH THE
 LG0792'GROUND AND THE DISK IS STAMPED QUINCY NO 1 1950.
 LG0792'
 LG0792'REFERENCE MARK NO. 2 IS 69 FEET SOUTH OF SOUTH RAIL OF RAILROAD
 LG0792'TRACK, 69 FEET NORTH OF CENTERLINE OF HIGHWAY AND 9 FEET
 LG0792'WEST-SOUTHWEST OF TELEGRAPH POLE.  THE MARK PROJECTS ABOUT 3 INCHES
 LG0792'AND THE DISK IS STAMPED QUINCY NO 2 1950.
 LG0792'
 LG0792'AZIMUTH MARK IS 94 FEET NORTH OF NORTH RAIL OF RAILROAD TRACK,
 LG0792'5 FEET EAST SOUTHEAST OF GATE POST, 4 FEET SOUTH OF FENCE AND
 LG0792'3.5 FEET EAST SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT
 LG0792'4 INCHES AND THE DISK IS STAMPED QUINCY 1950.
 LG0792'
 LG0792'TO REACH FROM THE RAILROAD STATION IN EXETER GO SOUTH ON MAIN
 LG0792'STREET FOR 0.35 MILE TO JUNCTION WITH U.S. HIGHWAY 6.  TURN LEFT
 LG0792'AND GO EAST ON U.S. HIGHWAY 6 FOR 4.1 MILES TO STATION ON LEFT
 LG0792'OR NORTH SIDE OF ROAD AS DESCRIBED.  TO REACH AZIMUTH MARK FROM
 LG0792'STATION GO WEST ON U.S. HIGHWAY 6 FOR 0.45 MILE TO FIELD ROAD
 LG0792'ON RIGHT.  TURN RIGHT AND GO NORTH, CROSSING RAILROAD TRACK,
 LG0792'TO GATE AND AZIMUTH AS DESCRIBED.
 LG0792'
 LG0792'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LG0792
 LG0792                          STATION RECOVERY (1961)
 LG0792
 LG0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LG0792'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0792'IN GOOD CONDITION.  A NEW STEEL WITNESS POST WAS SET 1 FOOT WEST
 LG0792'OF THE STATION.
 LG0792
 LG0792                          STATION RECOVERY (1964)
 LG0792
 LG0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG0792'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0792'IN GOOD CONDITION, EXCEPT THE SURFACE STATION MARK HAS BEEN
 LG0792'DISPLACED. THE UNDERGROUND STATION MARK WAS RECOVERED AND A NEW
 LG0792'SURFACE STATION MARK WAS ESTABLISHED PLUMB OVER THE
 LG0792'UNDERGROUND MARK.  A COMPLETE DESCRIPTION FOLLOWS.
 LG0792'
 LG0792'STATION IS LOCATED ABOUT 5 MILES WEST OF FRIEND AND 4 MILES
 LG0792'EAST OF EXETER ALONG THE RIGHT-OF-WAY OF THE CHICAGO, BURLINGTON
 LG0792'AND QUINCY RAILROAD AND U.S. HIGHWAY 6, 60 FEET WEST-SOUTHWEST OF
 LG0792'THE 4TH POLE EAST OF MILEPOST 102, 80 FEET EAST-SOUTHEAST OF
 LG0792'THE 3RD POLE EAST OF MILEPOST 102, 91 FEET SOUTH OF THE SOUTH
 LG0792'RAIL OF RAILROAD TRACKS, 46 FEET NORTH OF THE CENTERLINE OF
 LG0792'U.S. HIGHWAY 6, 22 FEET WEST-NORTHWEST OF A CONCRETE ROW MARKER
 LG0792'POST, AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.  THE MARK
 LG0792'PROJECTS 4 INCHES AND THE DISK IS STAMPED QUINCY 1950 1964.
 LG0792'
 LG0792'TO REACH THE STATION FROM THE RAILROAD STATION IN EXETER, GO
 LG0792'SOUTH ON THE MAIN STREET FOR 0.35 MILE TO JUNCTION WITH
 LG0792'U.S. HIGHWAY 6.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 6 FOR 4.1
 LG0792'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LG0792'
 LG0792'TO REACH THIS STATION FROM THE RAILROAD STATION IN FRIEND, GO
 LG0792'WEST ON U.S. HIGHWAY 6 FOR 4.7 MILES TO THE STATION ON THE RIGHT
 LG0792'AS DESCRIBED.
 LG0792'
 LG0792'REFERENCE MARK NO. 1 IS 89.88 FEET EAST-NORTHEAST OF THE STATION,
 LG0792'71 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 67 FEET NORTH OF
 LG0792'THE CENTER OF U.S. HIGHWAY 6, AND 33 FEET EAST OF THE 4TH POLE
 LG0792'EAST OF MILEPOST 102.  THE MARK IS FLUSH WITH THE GROUND AND
 LG0792'THE DISK IS STAMPED QUINCY NO 1 1950.
 LG0792'
 LG0792'REFERENCE MARK NO. 2 IS 83.55 FEET WEST-NORTHWEST OF THE STATION,
 LG0792'69 FEET SOUTH OF THE SOUTH RAIL OF TRACK, 69 FEET NORTH OF THE
 LG0792'CENTERLINE OF U.S. HIGHWAY 6, AND 5 FEET WEST-SOUTHWEST OF THE
 LG0792'3RD POLE EAST OF MILEPOST 102.  THE MARK IS FLUSH WITH THE
 LG0792'SURFACE OF THE GROUND AND THE DISK IS STAMPED QUINCY NO 2 1950.
 LG0792'
 LG0792'AZIMUTH MARK IS 0.45 MILE WEST OF THE STATION, 94 FEET NORTH OF
 LG0792'THE NORTH RAIL OF RAILROAD TRACK, 5 FEET EAST-SOUTHEAST OF GATE
 LG0792'POST, 4 FEET SOUTH OF FENCE, AND 1 FOOT SOUTH OF A NEW STEEL
 LG0792'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LG0792'QUINCY 1950.
 LG0792'
 LG0792'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 LG0792'HIGHWAY 6 FOR 0.45 MILE TO A FIELD ROAD ON THE RIGHT.  TURN RIGHT
 LG0792'AND GO NORTH, CROSSING TRACK, TO A GATE IN THE NORTH RIGHT-OF-WAY
 LG0792'FENCE OF THE RAILROAD AND THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1277 ***********************************************************************
 LG1277  DESIGNATION -  QUINCY AZ MK
 LG1277  PID         -  LG1277
 LG1277  STATE/COUNTY-  NE/FILLMORE
 LG1277  USGS QUAD   -  EXETER (1969)
 LG1277
 LG1277                         *CURRENT SURVEY CONTROL
 LG1277  ___________________________________________________________________
 LG1277* NAD 83(1986)-  40 38 58.     (N)    097 23 05.     (W)     SCALED    
 LG1277* NAVD 88     -       480.442  (meters)    1576.25   (feet)  ADJUSTED  
 LG1277  ___________________________________________________________________
 LG1277  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 LG1277  DYNAMIC HT  -         480.178 (meters)    1575.38  (feet)  COMP
 LG1277  MODELED GRAV-     980,062.3   (mgal)                       NAVD 88
 LG1277
 LG1277  VERT ORDER  -  FIRST     CLASS II
 LG1277
 LG1277.The horizontal coordinates were scaled from a topographic map and have
 LG1277.an estimated accuracy of +/- 6 seconds.
 LG1277
 LG1277.The orthometric height was determined by differential leveling
 LG1277.and adjusted by the National Geodetic Survey in May 1993..
 LG1277
 LG1277.The geoid height was determined by GEOID03.
 LG1277
 LG1277.The dynamic height is computed by dividing the NAVD 88
 LG1277.geopotential number by the normal gravity value computed on the
 LG1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1277.degrees latitude (g = 980.6199 gals.).
 LG1277
 LG1277.The modeled gravity was interpolated from observed gravity values.
 LG1277
 LG1277;                    North         East    Units  Estimated Accuracy
 LG1277;SPC NE       -    93,960.      721,110.      MT  (+/- 180 meters Scaled)
 LG1277
 LG1277                          SUPERSEDED SURVEY CONTROL
 LG1277
 LG1277.No superseded survey control is available for this station.
 LG1277
 LG1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL365010(NAD 83)
 LG1277_MARKER: DZ = AZIMUTH MARK DISK
 LG1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1277_SP_SET: CONCRETE POST
 LG1277_STAMPING: QUINCY 1950
 LG1277_MARK LOGO: CGS   
 LG1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1277+STABILITY: SURFACE MOTION
 LG1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1277+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1277
 LG1277  HISTORY     - Date     Condition        Report By
 LG1277  HISTORY     - 1950     MONUMENTED       CGS
 LG1277  HISTORY     - 19911008 GOOD             NGS
 LG1277
 LG1277                          STATION DESCRIPTION
 LG1277
 LG1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1277'18.2 KM (11.30 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1277'OF U.S. HIGHWAY 81 IN FAIRMONT, THENCE 0.3 KM (0.20 MI) EAST OF THE
 LG1277'INTERSECTION OF A GRAVELED ROAD, 72.3 M (237.2 FT) NORTH OF THE
 LG1277'HIGHWAY CENTERLINE, 28.7 M (94.2 FT) NORTH OF THE NEAR RAIL OF THE
 LG1277'BURLINGTON NORTHERN RAILROAD, 4.5 M (14.8 FT) EAST OF AND LEVEL WITH
 LG1277'THE CENTER OF A FIELD ENTRANCE, 0.4 M (1.3 FT) WEST OF A CONCRETE
 LG1277'FENCE POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 LG1277'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1351 ***********************************************************************
 LG1351  DESIGNATION -  QUINCY RESET
 LG1351  PID         -  LG1351
 LG1351  STATE/COUNTY-  NE/FILLMORE
 LG1351  USGS QUAD   -  EXETER (1969)
 LG1351
 LG1351                         *CURRENT SURVEY CONTROL
 LG1351  ___________________________________________________________________
 LG1351* NAD 83(1986)-  40 38 59.     (N)    097 22 35.     (W)     SCALED    
 LG1351* NAVD 88     -       479.098  (meters)    1571.84   (feet)  ADJUSTED  
 LG1351  ___________________________________________________________________
 LG1351  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 LG1351  DYNAMIC HT  -         478.836 (meters)    1570.98  (feet)  COMP
 LG1351  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 LG1351
 LG1351  VERT ORDER  -  FIRST     CLASS II
 LG1351
 LG1351.The horizontal coordinates were scaled from a topographic map and have
 LG1351.an estimated accuracy of +/- 6 seconds.
 LG1351
 LG1351.The orthometric height was determined by differential leveling
 LG1351.and adjusted by the National Geodetic Survey in May 1993..
 LG1351
 LG1351.The geoid height was determined by GEOID03.
 LG1351
 LG1351.The dynamic height is computed by dividing the NAVD 88
 LG1351.geopotential number by the normal gravity value computed on the
 LG1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1351.degrees latitude (g = 980.6199 gals.).
 LG1351
 LG1351.The modeled gravity was interpolated from observed gravity values.
 LG1351
 LG1351;                    North         East    Units  Estimated Accuracy
 LG1351;SPC NE       -    94,010.      721,820.      MT  (+/- 180 meters Scaled)
 LG1351
 LG1351                          SUPERSEDED SURVEY CONTROL
 LG1351
 LG1351.No superseded survey control is available for this station.
 LG1351
 LG1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL372011(NAD 83)
 LG1351_MARKER: DH = HORIZONTAL CONTROL DISK
 LG1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1351_SP_SET: CONCRETE POST
 LG1351_STAMPING: QUINCY 1950 1991
 LG1351_MARK LOGO: NGS   
 LG1351_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1351+STABILITY: SURFACE MOTION
 LG1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1351+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1991
 LG1351
 LG1351  HISTORY     - Date     Condition        Report By
 LG1351  HISTORY     - 1991     MONUMENTED       NGS
 LG1351  HISTORY     - 19911021 GOOD             NGS
 LG1351
 LG1351                          STATION DESCRIPTION
 LG1351
 LG1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1351'0.4 KM (0.25 MI) SOUTHERLY ALONG BURLINGTON AVENUE FROM THE POST
 LG1351'OFFICE IN EXETER, THENCE 6.6 KM (4.10 MI) EASTERLY ALONG U.S.
 LG1351'HIGHWAY 6, 27.8 M (91.2 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON
 LG1351'NORTHERN RAILROAD, 24.0 M (78.7 FT) EAST OF A UTILITY POLE, 18.2 M
 LG1351'(59.7 FT) WEST OF A UTILITY POLE, 14.3 M (46.9 FT) NORTH OF THE
 LG1351'CENTERLINE OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A UTILITY POLE, AND
 LG1351'THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1278 ***********************************************************************
 LG1278  DESIGNATION -  QUINCY RM 1
 LG1278  PID         -  LG1278
 LG1278  STATE/COUNTY-  NE/FILLMORE
 LG1278  USGS QUAD   -  EXETER (1969)
 LG1278
 LG1278                         *CURRENT SURVEY CONTROL
 LG1278  ___________________________________________________________________
 LG1278* NAD 83(1986)-  40 38 58.     (N)    097 22 35.     (W)     SCALED    
 LG1278* NAVD 88     -       478.764  (meters)    1570.74   (feet)  ADJUSTED  
 LG1278  ___________________________________________________________________
 LG1278  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 LG1278  DYNAMIC HT  -         478.502 (meters)    1569.89  (feet)  COMP
 LG1278  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 LG1278
 LG1278  VERT ORDER  -  FIRST     CLASS II
 LG1278
 LG1278.The horizontal coordinates were scaled from a topographic map and have
 LG1278.an estimated accuracy of +/- 6 seconds.
 LG1278
 LG1278.The orthometric height was determined by differential leveling
 LG1278.and adjusted by the National Geodetic Survey in May 1993..
 LG1278
 LG1278.The geoid height was determined by GEOID03.
 LG1278
 LG1278.The dynamic height is computed by dividing the NAVD 88
 LG1278.geopotential number by the normal gravity value computed on the
 LG1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1278.degrees latitude (g = 980.6199 gals.).
 LG1278
 LG1278.The modeled gravity was interpolated from observed gravity values.
 LG1278
 LG1278;                    North         East    Units  Estimated Accuracy
 LG1278;SPC NE       -    93,980.      721,820.      MT  (+/- 180 meters Scaled)
 LG1278
 LG1278                          SUPERSEDED SURVEY CONTROL
 LG1278
 LG1278.No superseded survey control is available for this station.
 LG1278
 LG1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL372011(NAD 83)
 LG1278_MARKER: DR = REFERENCE MARK DISK
 LG1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1278_SP_SET: CONCRETE POST
 LG1278_STAMPING: QUINCY NO 1 1950
 LG1278_MARK LOGO: CGS   
 LG1278_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1278+STABILITY: SURFACE MOTION
 LG1278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1278+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1278
 LG1278  HISTORY     - Date     Condition        Report By
 LG1278  HISTORY     - 1950     MONUMENTED       CGS
 LG1278  HISTORY     - 19911008 GOOD             NGS
 LG1278
 LG1278                          STATION DESCRIPTION
 LG1278
 LG1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1278'18.9 KM (11.75 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1278'OF U.S. HIGHWAY 81 IN FAIRMONT, 0.7 KM (0.45 MI) WEST OF THE
 LG1278'FILLMORE-SALINE COUNTY LINE, 21.6 M (70.9 FT) SOUTH OF THE NEAR RAIL
 LG1278'OF THE BURLINGTON NORTHERN RAILROAD, 20.7 M (67.9 FT) NORTH OF THE
 LG1278'HIGHWAY CENTERLINE, 10.0 M (32.8 FT) EAST OF A UTILITY POLE, 0.3 M
 LG1278'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 LG1278'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1279 ***********************************************************************
 LG1279  DESIGNATION -  QUINCY RM 2
 LG1279  PID         -  LG1279
 LG1279  STATE/COUNTY-  NE/FILLMORE
 LG1279  USGS QUAD   -  EXETER (1969)
 LG1279
 LG1279                         *CURRENT SURVEY CONTROL
 LG1279  ___________________________________________________________________
 LG1279* NAD 83(1986)-  40 38 58.     (N)    097 22 35.     (W)     SCALED    
 LG1279* NAVD 88     -       479.138  (meters)    1571.97   (feet)  ADJUSTED  
 LG1279  ___________________________________________________________________
 LG1279  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 LG1279  DYNAMIC HT  -         478.876 (meters)    1571.11  (feet)  COMP
 LG1279  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 LG1279
 LG1279  VERT ORDER  -  FIRST     CLASS II
 LG1279
 LG1279.The horizontal coordinates were scaled from a topographic map and have
 LG1279.an estimated accuracy of +/- 6 seconds.
 LG1279
 LG1279.The orthometric height was determined by differential leveling
 LG1279.and adjusted by the National Geodetic Survey in May 1993..
 LG1279
 LG1279.The geoid height was determined by GEOID03.
 LG1279
 LG1279.The dynamic height is computed by dividing the NAVD 88
 LG1279.geopotential number by the normal gravity value computed on the
 LG1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1279.degrees latitude (g = 980.6199 gals.).
 LG1279
 LG1279.The modeled gravity was interpolated from observed gravity values.
 LG1279
 LG1279;                    North         East    Units  Estimated Accuracy
 LG1279;SPC NE       -    93,980.      721,820.      MT  (+/- 180 meters Scaled)
 LG1279
 LG1279                          SUPERSEDED SURVEY CONTROL
 LG1279
 LG1279.No superseded survey control is available for this station.
 LG1279
 LG1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL372011(NAD 83)
 LG1279_MARKER: DR = REFERENCE MARK DISK
 LG1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1279_SP_SET: CONCRETE POST
 LG1279_STAMPING: QUINCY NO 2 1950
 LG1279_MARK LOGO: CGS   
 LG1279_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1279+STABILITY: SURFACE MOTION
 LG1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1279+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG1279
 LG1279  HISTORY     - Date     Condition        Report By
 LG1279  HISTORY     - 1950     MONUMENTED       CGS
 LG1279  HISTORY     - 19911008 GOOD             NGS
 LG1279
 LG1279                          STATION DESCRIPTION
 LG1279
 LG1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1279'18.9 KM (11.75 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG1279'OF U.S. HIGHWAY 81 IN FAIRMONT, 0.7 KM (0.45 MI) WEST OF THE
 LG1279'FILLMORE-SALINE COUNTY LINE, 21.2 M (69.6 FT) SOUTH OF THE NEAR RAIL
 LG1279'OF THE BURLINGTON NORTHERN RAILROAD, 21.0 M (68.9 FT) NORTH OF THE
 LG1279'HIGHWAY CENTERLINE, 1.6 M (5.2 FT) SOUTHWEST OF A UTILITY POLE, 0.3 M
 LG1279'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 LG1279'WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 LG1279'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1963 ***********************************************************************
 MK1963  DESIGNATION -  QUINN RESET
 MK1963  PID         -  MK1963
 MK1963  STATE/COUNTY-  NE/BURT
 MK1963  USGS QUAD   -  TEKAMAH NW (1970)
 MK1963
 MK1963                         *CURRENT SURVEY CONTROL
 MK1963  ___________________________________________________________________
 MK1963* NAD 83(1995)-  41 57 56.19358(N)    096 09 05.91719(W)     ADJUSTED  
 MK1963* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 MK1963  ___________________________________________________________________
 MK1963  LAPLACE CORR-          -8.49  (seconds)                    DEFLEC99
 MK1963  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 MK1963
 MK1963  HORZ ORDER  -  SECOND
 MK1963
 MK1963.The horizontal coordinates were established by classical geodetic methods
 MK1963.and adjusted by the National Geodetic Survey in August 1997..
 MK1963
 MK1963.The orthometric height was scaled from a topographic map.
 MK1963
 MK1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1963
 MK1963.The geoid height was determined by GEOID03.
 MK1963
 MK1963;                    North         East     Units Scale Factor Converg.
 MK1963;SPC NE       -   243,835.672   818,806.917   MT  0.99969073   +2 33 01.1
 MK1963;SPC IA N     - 1,055,165.527 1,280,222.723   MT  1.00001988   -1 47 49.7
 MK1963;UTM  14      - 4,649,882.725   736,031.515   MT  1.00028558   +1 54 19.9
 MK1963
 MK1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1963!SPC NE       -   0.99995451  x   0.99969073  =   0.99964525
 MK1963!SPC IA N     -   0.99995451  x   1.00001988  =   0.99997439
 MK1963!UTM  14      -   0.99995451  x   1.00028558  =   1.00024007
 MK1963
 MK1963|---------------------------------------------------------------------|
 MK1963| PID    Reference Object                     Distance      Geod. Az  |
 MK1963|                                                           dddmmss.s |
 MK1963| CL8226 QUINN RM 3                           13.125 METERS 08414     |
 MK1963| CL8227 QUINN RM 4                           44.272 METERS 17000     |
 MK1963| CL8224 QUINN RM 1                           33.409 METERS 17529     |
 MK1963| CL8228 QUINN RM 5                           51.831 METERS 20456     |
 MK1963| CL8229 QUINN RM 6                                         24407     |
 MK1963| MK1964 SAND                                APPROX. 7.9 KM 2512302.2 |
 MK1963| CL8223 QUINN AZ MK                                        2660731.0 |
 MK1963| CL8225 QUINN RM 2                           33.248 METERS 29503     |
 MK1963|---------------------------------------------------------------------|
 MK1963
 MK1963                          SUPERSEDED SURVEY CONTROL
 MK1963
 MK1963  NAD 83(1986)-  41 57 56.19595(N)    096 09 05.91530(W) AD(       ) 2
 MK1963  NAD 27      -  41 57 56.24500(N)    096 09 04.84700(W) AD(       ) 2
 MK1963
 MK1963.Superseded values are not recommended for survey control.
 MK1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1963.See file dsdata.txt to determine how the superseded data were derived.
 MK1963
 MK1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM3603249883(NAD 83)
 MK1963_MARKER: DS = TRIANGULATION STATION DISK
 MK1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MK1963
 MK1963  HISTORY     - Date     Condition        Report By
 MK1963  HISTORY     - 1948     MONUMENTED       CGS
 MK1963  HISTORY     - 1974     GOOD             NGS
 MK1963  HISTORY     - 1977     GOOD             NGS
 MK1963
 MK1963                          STATION DESCRIPTION
 MK1963
 MK1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1963'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF DECATUR AND ABOUT
 MK1963'3/4 OF A MILE WEST OF THE MISSOURI RIVER IN A FARMYARD.
 MK1963'STATION IS 35 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 MK1963'DRIVEWAY, 18 FEET EAST NORTHEAST OF WITNESS POST AND 12 FEET
 MK1963'NORTH OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 MK1963'DISK IS STAMPED QUINN 1948.
 MK1963'
 MK1963'REFERENCE MARK NO. 1 IS 109.61 FEET SOUTH OF STATION AND 2 FEET
 MK1963'NORTH OF A POWER POLE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 MK1963'THE DISK IS STAMPED QUINN NO 1 1948.
 MK1963'
 MK1963'REFERENCE MARK NO. 2 IS 109.09 FEET NORTHWEST OF STATION AND
 MK1963'7 FEET SOUTH SOUTHEAST OF A CHINESE ELM TREE.  THE MARK
 MK1963'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED QUINN NO 2 1948.
 MK1963'
 MK1963'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE WEST OF STATION,
 MK1963'24 FEET NORTHWEST OF INTERSECTION OF ROAD AND DRIVEWAY,
 MK1963'16 FEET NORTH OF A BOX ELDER TREE AND 6 FEET NORTH OF WITNESS
 MK1963'POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 MK1963'QUINN 1948.
 MK1963'
 MK1963'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 73E AND STATE
 MK1963'ROUTE 51 IN SOUTHWEST EDGE OF DECATUR GO SOUTHERLY ON
 MK1963'U.S. HIGHWAY 73E FOR 0.9 MILE TO CROSS ROAD.  TURN LEFT AND GO
 MK1963'EAST AND SOUTH ON GRAVEL ROAD FOR 5.0 MILES TO T INTERSECTION.
 MK1963'TURN LEFT AND GO EAST AND SOUTH AGAIN FOR 1.75 MILES TO
 MK1963'CROSS ROAD.  TURN LEFT AND GO EAST FOR 1.3 MILES TO CROSS ROAD.
 MK1963'TURN LEFT AND GO NORTH FOR 0.8 MILE TO T ROAD.  TURN RIGHT AND
 MK1963'GO EAST AND NORTH FOR 2.35 TO DRIVEWAY ON RIGHT AND AZIMUTH
 MK1963'MARK ON LEFT AS DESCRIBED.  TURN RIGHT ON DRIVEWAY AND GO
 MK1963'EAST FOR 0.15 MILE TO HOUSE AND STATION AS DESCRIBED.
 MK1963'
 MK1963'A 100 FOOT SIGNAL AT STATION BLENCOE IS VISIBLE AT 77 FEET.
 MK1963'
 MK1963'A 100 FOOT SIGNAL AT STATION ONAWA ECC 1934 IS VISIBLE AT 90 FEET.
 MK1963'
 MK1963'A 74 FOOT SIGNAL AT STATION SAND 1934 IS VISIBLE AT 37 FEET.
 MK1963'
 MK1963'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MK1963
 MK1963                          STATION RECOVERY (1974)
 MK1963
 MK1963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MK1963'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 MK1963'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 MK1963'DESTROYED BY PREVIOUS ROAD CONSTRUCTION.  A NEW AZIMUTH
 MK1963'MARK WAS NOT ESTABLISHED THIS DATE.  REFERENCE MARK 3 WAS
 MK1963'ESTABLISHED THIS DATE TO REPLACE REFERENCE MARK 1 WHICH WILL
 MK1963'BE REMOVED FROM FIELD UNDER CULTIVATION WHEN FARMER HAS A
 MK1963'TRACTOR IN AREA TO REMOVE THE CONCRETE MONUMENT.
 MK1963'
 MK1963'A NEW COMPLETE DESCRIPTION FOLLOWS--
 MK1963'
 MK1963'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF DECATUR
 MK1963'AND ABOUT 3/4 MILE WEST OF THE MISSOURI RIVER, IN AN OLD
 MK1963'FARMYARD SITE AMONG OLD UNUSED FARM EQUIPMENT (NO BUILDINGS), ON
 MK1963'PROPERTY OWNED BY MR. MICK MC ADAMS OF OMAHA, NEBRASKA AND
 MK1963'FARMED BY THE SPARKS BROS. OF DECATUR, NEBRASKA.
 MK1963'
 MK1963'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 73 AND
 MK1963'STATE HIGHWAY 51 AT THE WEST EDGE OF DECATUR, GO SOUTH ON
 MK1963'HIGHWAYS FOR 0.5 MILES TO HIGHWAY 51 WEST, CONTINUE SOUTH ON
 MK1963'HIGHWAY 73 FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST AND
 MK1963'SOUTH ON A GRAVELED ROAD FOR 5.05 MILES TO A CROSSROAD.  TURN
 MK1963'LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.8 MILE TO A CROSSROAD.
 MK1963'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 1.3 MILES TO A ROAD ON
 MK1963'THE RIGHT.  TURN RIGHT AND GO EAST AND NORTHEAST ON GRAVELED AND
 MK1963'DIRT ROAD FOR 2.35 MILE TO A FIELD ROAD ON THE RIGHT.  PASS
 MK1963'THROUGH A GATE AND TURN RIGHT AND GO EAST ON DIRT FIELD
 MK1963'ROAD ALONG THE NORTH SIDE OF A FENCE FOR 0.15 MILE TO FIELD
 MK1963'ROAD ON THE LEFT, LEADING TO OLD FARMYARD AND THE
 MK1963'STATION, ABOUT 150 FEET.
 MK1963'
 MK1963'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED QUINN 1948,
 MK1963'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 MK1963'5 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 59 FEET
 MK1963'WEST OF A LARGE TWIN-TRUNKED TREE, 26 FEET WEST OF THE
 MK1963'CENTER OF THE FIELD ROAD, 1.3 FEET SOUTH-SOUTHWEST OF A
 MK1963'METAL WITNESS POST AND 3 FEET EAST OF OLD TRACTOR.  THE
 MK1963'UNDERGROUND STATION MARK WAS NOT INSPECTED.
 MK1963'
 MK1963'REFERENCE MARK 2 IS A STANDARD DISK STAMPED QUINN NO 2 1948,
 MK1963'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 MK1963'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 6 FEET EAST
 MK1963'OF THE EAST EDGE OF FIELD AND 1 FOOT EAST OF A METAL
 MK1963'WITNESS POST.
 MK1963'
 MK1963'REFERENCE MARK 3 IS A STANDARD DISK STAMPED QUINN 1948 NO 3
 MK1963'1974, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 MK1963'WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A 6 INCH
 MK1963'ROUND TILE AND FLUSH WITH THE GROUND, 16 FEET WEST OF THE
 MK1963'LARGE TREE, 1 FOOT NORTH OF A METAL WITNESS POST, AND 17 FEET
 MK1963'EAST OF THE CENTER OF THE TRACK FIELD ROAD.
 MK1963'
 MK1963'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 MK1963'SOUTHEAST OF DECATUR.
 MK1963
 MK1963                          STATION RECOVERY (1977)
 MK1963
 MK1963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MK1963'THE STATION MARK, REFERENCE MARK 2 AND REFERENCE MARK 3 WERE
 MK1963'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO CHANGE OF PROPERTY
 MK1963'OWNER, THE AREA IS BEING CLEARED OF OLD FARM MACHINERY, AN
 MK1963'IRREGATION SYSTEM IS BEING INSTALLED AND THE AREA WILL BE
 MK1963'UNDERCULTIVATION.  REFERENCE MARKS 2 AND 3 WILL BE DESTROYED.
 MK1963'THE STATION MARKS WERE LOWERED AND REFERENCE MARKS 4, 5 AND 6
 MK1963'WERE ESTABLISHED THIS DATE.  THE 1974 DESCRIPTION OF ROUTE TO
 MK1963'REACH IS ADEQUATE.  FOLLOWING IS A DESCRIPTION FOR THE MARKS.
 MK1963'
 MK1963'THE STATION MARKS ARE STANDARD DISKS STAMPED QUINN 1948 1977.  THE
 MK1963'SURFACE STATION MARK IS SET IN THE TOP OF A 14 INCH ROUND CONCRETE
 MK1963'POST THAT IS 24 INCHES BELOW THE GROUND SURFACE.  IT IS 146 FEET
 MK1963'NORTH OF THE METAL WITNESS POST SET AT REFERENCE MARK 4, 145.5
 MK1963'FEET NORTH OF AN EASTWEST BOUNDARY FENCE AND ON PROPERTY OWNED BY
 MK1963'MR. RICK OLSON, TEKAMAK, NE.  THE UNDERGROUND STATION MARK IS A
 MK1963'STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW THE
 MK1963'GROUND SURFACE.  REBAR PLACED IN THE CONCRETE MONUMENTS.
 MK1963'
 MK1963'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MK1963'QUINN 1948 NO 4 1977 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 MK1963'IT IS 15 FEET SOUTH OF THE CENTER OF A FIELD ROAD, 1 FOOT NORTHWEST
 MK1963'OF THE METAL WITNESS POST AND 6 INCHES NORTH OF THE FENCELINE.
 MK1963'
 MK1963'REFERENCE MARK 5 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MK1963'QUINN 1948 NO 5 1977 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 MK1963'IT IS 15 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 1.5 FEET NORTH
 MK1963'OF A POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST AND 6 INCHES
 MK1963'NORTH OF THE FENCE.
 MK1963'
 MK1963'REFERENCE MARK 6 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MK1963'QUINN 1948 NO 6 1977 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 MK1963'IT IS 15 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 1.5 FEET
 MK1963'NORTHEAST OF A POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST AND
 MK1963'6 INCHES NORTH OF THE FENCE.
 MK1963'
 MK1963'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHEAST
 MK1963'OF DECATUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0124 ***********************************************************************
 NP0124  DESIGNATION -  R 10
 NP0124  PID         -  NP0124
 NP0124  STATE/COUNTY-  NE/BOX BUTTE
 NP0124  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0124
 NP0124                         *CURRENT SURVEY CONTROL
 NP0124  ___________________________________________________________________
 NP0124* NAD 83(1986)-  42 03 38.     (N)    102 54 15.     (W)     SCALED    
 NP0124* NAVD 88     -      1206.834  (meters)    3959.42   (feet)  ADJUSTED  
 NP0124  ___________________________________________________________________
 NP0124  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 NP0124  DYNAMIC HT  -        1206.119 (meters)    3957.08  (feet)  COMP
 NP0124  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 NP0124
 NP0124  VERT ORDER  -  FIRST     CLASS II
 NP0124
 NP0124.The horizontal coordinates were scaled from a topographic map and have
 NP0124.an estimated accuracy of +/- 6 seconds.
 NP0124
 NP0124.The orthometric height was determined by differential leveling
 NP0124.and adjusted by the National Geodetic Survey in June 1991..
 NP0124
 NP0124.The geoid height was determined by GEOID03.
 NP0124
 NP0124.The dynamic height is computed by dividing the NAVD 88
 NP0124.geopotential number by the normal gravity value computed on the
 NP0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0124.degrees latitude (g = 980.6199 gals.).
 NP0124
 NP0124.The modeled gravity was interpolated from observed gravity values.
 NP0124
 NP0124;                    North         East    Units  Estimated Accuracy
 NP0124;SPC NE       -   251,320.      259,730.      MT  (+/- 180 meters Scaled)
 NP0124
 NP0124                          SUPERSEDED SURVEY CONTROL
 NP0124
 NP0124  NGVD 29 (??/??/92) 1206.245  (m)         3957.49   (f) ADJ UNCH    1 2
 NP0124
 NP0124.Superseded values are not recommended for survey control.
 NP0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0124.See file dsdata.txt to determine how the superseded data were derived.
 NP0124
 NP0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG734586(NAD 83)
 NP0124_MARKER: DB = BENCH MARK DISK
 NP0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0124_STAMPING: R 10 1933 3957.203
 NP0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0124+STABILITY: SURFACE MOTION
 NP0124
 NP0124  HISTORY     - Date     Condition        Report By
 NP0124  HISTORY     - 1933     MONUMENTED       CGS
 NP0124  HISTORY     - 1956     GOOD             NGS
 NP0124  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0124
 NP0124                          STATION DESCRIPTION
 NP0124
 NP0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0124'3.2 MI SW FROM ALLIANCE.
 NP0124'3.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0124'RAILROAD FROM THE STATION AT ALLIANCE, 6 POLES SOUTH OF MILEPOST
 NP0124'3, AT A ROAD CROSSING, 37 FEET NORTH OF THE CENTER LINE OF A
 NP0124'ROAD, 41.7 FEET EAST OF THE EAST RAIL, 4.8 FEET WEST OF A FENCE
 NP0124'CORNER, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 NP0124'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE SOUTHEAST
 NP0124'1/4 OF SECTION 8, TOWNSHIP 24 NORTH, RANGE 48 WEST.
 NP0124
 NP0124                          STATION RECOVERY (1985)
 NP0124
 NP0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0124'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0290 ***********************************************************************
 NP0290  DESIGNATION -  R 11
 NP0290  PID         -  NP0290
 NP0290  STATE/COUNTY-  NE/DAWES
 NP0290  USGS QUAD   -  BELMONT (1980)
 NP0290
 NP0290                         *CURRENT SURVEY CONTROL
 NP0290  ___________________________________________________________________
 NP0290* NAD 83(1986)-  42 32 17.     (N)    103 21 45.     (W)     SCALED    
 NP0290* NAVD 88     -      1357.671  (meters)    4454.29   (feet)  ADJUSTED  
 NP0290  ___________________________________________________________________
 NP0290  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 NP0290  DYNAMIC HT  -        1356.854 (meters)    4451.61  (feet)  COMP
 NP0290  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 NP0290
 NP0290  VERT ORDER  -  FIRST     CLASS II
 NP0290
 NP0290.The horizontal coordinates were scaled from a topographic map and have
 NP0290.an estimated accuracy of +/- 6 seconds.
 NP0290
 NP0290.The orthometric height was determined by differential leveling
 NP0290.and adjusted by the National Geodetic Survey in June 1991..
 NP0290
 NP0290.The geoid height was determined by GEOID03.
 NP0290
 NP0290.The dynamic height is computed by dividing the NAVD 88
 NP0290.geopotential number by the normal gravity value computed on the
 NP0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0290.degrees latitude (g = 980.6199 gals.).
 NP0290
 NP0290.The modeled gravity was interpolated from observed gravity values.
 NP0290
 NP0290;                    North         East    Units  Estimated Accuracy
 NP0290;SPC NE       -   305,680.      223,890.      MT  (+/- 180 meters Scaled)
 NP0290
 NP0290                          SUPERSEDED SURVEY CONTROL
 NP0290
 NP0290  NGVD 29 (??/??/92) 1356.979  (m)         4452.02   (f) ADJ UNCH    1 2
 NP0290
 NP0290.Superseded values are not recommended for survey control.
 NP0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0290.See file dsdata.txt to determine how the superseded data were derived.
 NP0290
 NP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH344108(NAD 83)
 NP0290_MARKER: DB = BENCH MARK DISK
 NP0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0290_SP_SET: CONCRETE POST
 NP0290_STAMPING: R 11 1933 4451.540
 NP0290_MARK LOGO: CGS   
 NP0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0290+STABILITY: SURFACE MOTION
 NP0290
 NP0290  HISTORY     - Date     Condition        Report By
 NP0290  HISTORY     - 1933     MONUMENTED       CGS
 NP0290  HISTORY     - 1956     GOOD             NGS
 NP0290  HISTORY     - 1985     GOOD             NGS
 NP0290
 NP0290                          STATION DESCRIPTION
 NP0290
 NP0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0290'8.6 MI N FROM MARSLAND.
 NP0290'8.6 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0290'FROM THE STATION SIGN AT MARSLAND, AT AN ABANDONED ROAD CROSSING,
 NP0290'8 POLES WEST OF MILEPOST 409, 36 FEET NORTH OF THE NORTH RAIL, 27
 NP0290'FEET WEST OF THE CENTER LINE OF AN ABANDONED ROAD, 12.3 FEET
 NP0290'SOUTHEAST OF A TELEPHONE POLE, 12.3 FEET SOUTH OF A FENCE, 1.5
 NP0290'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NP0290'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, IN THE NORTHWEST
 NP0290'1/4 OF SECTION 31, TOWNSHIP 30 NORTH, RANGE 51 WEST.
 NP0290
 NP0290                          STATION RECOVERY (1985)
 NP0290
 NP0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0290'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0290'BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0711 ***********************************************************************
 ML0711  DESIGNATION -  R 116
 ML0711  PID         -  ML0711
 ML0711  STATE/COUNTY-  NE/SHERMAN
 ML0711  USGS QUAD   -  ARCADIA SE (1974)
 ML0711
 ML0711                         *CURRENT SURVEY CONTROL
 ML0711  ___________________________________________________________________
 ML0711* NAD 83(1986)-  41 16 46.     (N)    099 02 02.     (W)     SCALED    
 ML0711* NAVD 88     -       667.636  (meters)    2190.40   (feet)  ADJUSTED  
 ML0711  ___________________________________________________________________
 ML0711  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ML0711  DYNAMIC HT  -         667.290 (meters)    2189.27  (feet)  COMP
 ML0711  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 ML0711
 ML0711  VERT ORDER  -  SECOND    CLASS 0
 ML0711
 ML0711.The horizontal coordinates were scaled from a topographic map and have
 ML0711.an estimated accuracy of +/- 6 seconds.
 ML0711
 ML0711.The orthometric height was determined by differential leveling
 ML0711.and adjusted by the National Geodetic Survey in June 1991..
 ML0711
 ML0711.The geoid height was determined by GEOID03.
 ML0711
 ML0711.The dynamic height is computed by dividing the NAVD 88
 ML0711.geopotential number by the normal gravity value computed on the
 ML0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0711.degrees latitude (g = 980.6199 gals.).
 ML0711
 ML0711.The modeled gravity was interpolated from observed gravity values.
 ML0711
 ML0711;                    North         East    Units  Estimated Accuracy
 ML0711;SPC NE       -   161,010.      580,910.      MT  (+/- 180 meters Scaled)
 ML0711
 ML0711                          SUPERSEDED SURVEY CONTROL
 ML0711
 ML0711  NGVD 29 (??/??/92)  667.388  (m)         2189.59   (f) ADJ UNCH    2 0
 ML0711
 ML0711.Superseded values are not recommended for survey control.
 ML0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0711.See file dsdata.txt to determine how the superseded data were derived.
 ML0711
 ML0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML971697(NAD 83)
 ML0711_MARKER: DB = BENCH MARK DISK
 ML0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0711_STAMPING: R 116 1934
 ML0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0711+STABILITY: SURFACE MOTION
 ML0711
 ML0711  HISTORY     - Date     Condition        Report By
 ML0711  HISTORY     - 1934     MONUMENTED       CGS
 ML0711
 ML0711                          STATION DESCRIPTION
 ML0711
 ML0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ML0711'3.6 MI W FROM LOUP CITY.
 ML0711'3.6 MILES WEST OF COURT HOUSE BY HIGHWAY.  ALONG NEBRASKA
 ML0711'STATE HIGHWAY NUMBER 92 BETWEEN LOUP CITY AND ANSLEY, ABOUT
 ML0711'305 FEET WEST OF CENTER LINE OF A ROAD RUNNING TO THE SOUTH,
 ML0711'30.6 FEET SOUTH OF CENTER LINE OF HIGHWAY 16, AND 6 FEET
 ML0711'NORTHWEST OF POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0712 ***********************************************************************
 ML0712  DESIGNATION -  R 116 RESET
 ML0712  PID         -  ML0712
 ML0712  STATE/COUNTY-  NE/SHERMAN
 ML0712  USGS QUAD   -  ARCADIA SE (1974)
 ML0712
 ML0712                         *CURRENT SURVEY CONTROL
 ML0712  ___________________________________________________________________
 ML0712* NAD 83(1986)-  41 16 46.     (N)    099 02 02.     (W)     SCALED    
 ML0712* NAVD 88     -       667.38   (meters)    2189.6    (feet)  RESET     
 ML0712  ___________________________________________________________________
 ML0712  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 ML0712
 ML0712  VERT ORDER  -  THIRD
 ML0712
 ML0712.The horizontal coordinates were scaled from a topographic map and have
 ML0712.an estimated accuracy of +/- 6 seconds.
 ML0712
 ML0712.The orthometric height was computed from unverified reset data.
 ML0712
 ML0712.The geoid height was determined by GEOID03.
 ML0712
 ML0712;                    North         East    Units  Estimated Accuracy
 ML0712;SPC NE       -   161,010.      580,910.      MT  (+/- 180 meters Scaled)
 ML0712
 ML0712                          SUPERSEDED SURVEY CONTROL
 ML0712
 ML0712  NGVD 29 (??/??/??)  667.14   (m)         2188.8    (f) RESET       3  
 ML0712
 ML0712.Superseded values are not recommended for survey control.
 ML0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0712.See file dsdata.txt to determine how the superseded data were derived.
 ML0712
 ML0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML971697(NAD 83)
 ML0712_MARKER: DB = BENCH MARK DISK
 ML0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0712_STAMPING: R 116 RESET 1950
 ML0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0712+STABILITY: SURFACE MOTION
 ML0712
 ML0712  HISTORY     - Date     Condition        Report By
 ML0712  HISTORY     - 1950     MONUMENTED       NEDR
 ML0712
 ML0712                          STATION DESCRIPTION
 ML0712
 ML0712'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1950
 ML0712'3.6 MI W FROM LOUP CITY.
 ML0712'3.6 MILES WEST ALONG STATE HIGHWAY 92 FROM THE COUNTY COURTHOUSE
 ML0712'AT LOUP CITY, SHERMAN COUNTY, 100 YARDS WEST OF THE JUNCTION
 ML0712'OF A ROAD LEADING SOUTH, AND 60 FEET SOUTH OF THE CENTERLINE
 ML0712'OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 116 RESET 1950
 ML0712'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0084 ***********************************************************************
 ML0084  DESIGNATION -  R 118
 ML0084  PID         -  ML0084
 ML0084  STATE/COUNTY-  NE/GREELEY
 ML0084  USGS QUAD   -  SPALDING (1985)
 ML0084
 ML0084                         *CURRENT SURVEY CONTROL
 ML0084  ___________________________________________________________________
 ML0084* NAD 83(1986)-  41 41 06.     (N)    098 21 42.     (W)     SCALED    
 ML0084* NAVD 88     -       574.136  (meters)    1883.64   (feet)  ADJUSTED  
 ML0084  ___________________________________________________________________
 ML0084  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 ML0084  DYNAMIC HT  -         573.862 (meters)    1882.75  (feet)  COMP
 ML0084  MODELED GRAV-     980,128.3   (mgal)                       NAVD 88
 ML0084
 ML0084  VERT ORDER  -  SECOND    CLASS 0
 ML0084
 ML0084.The horizontal coordinates were scaled from a topographic map and have
 ML0084.an estimated accuracy of +/- 6 seconds.
 ML0084
 ML0084.The orthometric height was determined by differential leveling
 ML0084.and adjusted by the National Geodetic Survey in June 1991..
 ML0084.WARNING-Repeat measurements at this control monument indicate possible
 ML0084.vertical movement.
 ML0084
 ML0084.The geoid height was determined by GEOID03.
 ML0084
 ML0084.The dynamic height is computed by dividing the NAVD 88
 ML0084.geopotential number by the normal gravity value computed on the
 ML0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0084.degrees latitude (g = 980.6199 gals.).
 ML0084
 ML0084.The modeled gravity was interpolated from observed gravity values.
 ML0084
 ML0084;                    North         East    Units  Estimated Accuracy
 ML0084;SPC NE       -   206,870.      636,350.      MT  (+/- 180 meters Scaled)
 ML0084
 ML0084                          SUPERSEDED SURVEY CONTROL
 ML0084
 ML0084  NGVD 29 (??/??/92)  573.897  (m)         1882.86   (f) ADJ UNCH    2 0
 ML0084
 ML0084.Superseded values are not recommended for survey control.
 ML0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0084.See file dsdata.txt to determine how the superseded data were derived.
 ML0084
 ML0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM531150(NAD 83)
 ML0084_MARKER: DB = BENCH MARK DISK
 ML0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0084_STAMPING: R 118 1935
 ML0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0084+STABILITY: SURFACE MOTION
 ML0084
 ML0084  HISTORY     - Date     Condition        Report By
 ML0084  HISTORY     - 1935     MONUMENTED       CGS
 ML0084  HISTORY     - 1950     GOOD             NGS
 ML0084
 ML0084                          STATION DESCRIPTION
 ML0084
 ML0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0084'AT SPALDING.
 ML0084'AT SPALDING, 250 FEET SOUTH OF THE SOUTH EDGE OF THE CITY PARK,
 ML0084'232 FEET NORTH ALONG A NORTH AND SOUTH ROAD FROM THE CENTER
 ML0084'LINE OF STATE HIGHWAY 91, 134 FEET NORTHEAST OF THE NORTHEAST
 ML0084'CORNER OF A YELLOW HOUSE, 31 FEET SOUTHEAST OF A TELEPHONE
 ML0084'POLE, 46 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 ML0084'26 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING EAST ALONG
 ML0084'THE SOUTH EDGE OF A BASEBALL DIAMOND, 0.7 FOOT NORTH OF A
 ML0084'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 ML0084'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0034 ***********************************************************************
 LJ0034  DESIGNATION -  R 119
 LJ0034  PID         -  LJ0034
 LJ0034  STATE/COUNTY-  NE/DAWSON
 LJ0034  USGS QUAD   -  GOTHENBURG (1983)
 LJ0034
 LJ0034                         *CURRENT SURVEY CONTROL
 LJ0034  ___________________________________________________________________
 LJ0034* NAD 83(1986)-  40 59 19.     (N)    100 09 59.     (W)     SCALED    
 LJ0034* NAVD 88     -       808.538  (meters)    2652.68   (feet)  ADJUSTED  
 LJ0034  ___________________________________________________________________
 LJ0034  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 LJ0034  DYNAMIC HT  -         808.069 (meters)    2651.14  (feet)  COMP
 LJ0034  MODELED GRAV-     980,016.6   (mgal)                       NAVD 88
 LJ0034
 LJ0034  VERT ORDER  -  SECOND    CLASS 0
 LJ0034
 LJ0034.The horizontal coordinates were scaled from a topographic map and have
 LJ0034.an estimated accuracy of +/- 6 seconds.
 LJ0034
 LJ0034.The orthometric height was determined by differential leveling
 LJ0034.and adjusted by the National Geodetic Survey in June 1991..
 LJ0034
 LJ0034.The geoid height was determined by GEOID03.
 LJ0034
 LJ0034.The dynamic height is computed by dividing the NAVD 88
 LJ0034.geopotential number by the normal gravity value computed on the
 LJ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0034.degrees latitude (g = 980.6199 gals.).
 LJ0034
 LJ0034.The modeled gravity was interpolated from observed gravity values.
 LJ0034
 LJ0034;                    North         East    Units  Estimated Accuracy
 LJ0034;SPC NE       -   128,280.      486,000.      MT  (+/- 180 meters Scaled)
 LJ0034
 LJ0034                          SUPERSEDED SURVEY CONTROL
 LJ0034
 LJ0034  NGVD 29 (??/??/92)  808.251  (m)         2651.74   (f) ADJ UNCH    2 0
 LJ0034
 LJ0034.Superseded values are not recommended for survey control.
 LJ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0034.See file dsdata.txt to determine how the superseded data were derived.
 LJ0034
 LJ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML018381(NAD 83)
 LJ0034_MARKER: DB = BENCH MARK DISK
 LJ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0034_STAMPING: R 119 1934
 LJ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0034+STABILITY: SURFACE MOTION
 LJ0034
 LJ0034  HISTORY     - Date     Condition        Report By
 LJ0034  HISTORY     - 1934     MONUMENTED       CGS
 LJ0034  HISTORY     - 1942     GOOD             NGS
 LJ0034  HISTORY     - 1972     MARK NOT FOUND   NGS
 LJ0034
 LJ0034                          STATION DESCRIPTION
 LJ0034
 LJ0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LJ0034'4.2 MI N FROM GOTHENBURG.
 LJ0034'4.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 LJ0034'GOTHENBURG, DAWSON COUNTY, AT A ROAD CROSSING, 37 FEET SOUTH
 LJ0034'OF THE CENTERLINE OF THE ROAD, 30 FEET EAST OF THE CENTERLINE
 LJ0034'OF THE HIGHWAY, AND 10 FEET SOUTHEAST OF A CORNER FENCE POST.
 LJ0034'A STANDARD DISK, STAMPED R 119 1934 AND SET IN THE TOP OF A
 LJ0034'CONCRETE POST.
 LJ0034
 LJ0034                          STATION RECOVERY (1972)
 LJ0034
 LJ0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LJ0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0025 ***********************************************************************
 LG0025  DESIGNATION -  R 12
 LG0025  PID         -  LG0025
 LG0025  STATE/COUNTY-  NE/OTOE
 LG0025  USGS QUAD   -  UNADILLA (1966)
 LG0025
 LG0025                         *CURRENT SURVEY CONTROL
 LG0025  ___________________________________________________________________
 LG0025* NAD 83(1986)-  40 41 51.     (N)    096 17 32.     (W)     SCALED    
 LG0025* NAVD 88     -       330.486  (meters)    1084.27   (feet)  ADJUSTED  
 LG0025  ___________________________________________________________________
 LG0025  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 LG0025  DYNAMIC HT  -         330.335 (meters)    1083.77  (feet)  COMP
 LG0025  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 LG0025
 LG0025  VERT ORDER  -  FIRST     CLASS II
 LG0025
 LG0025.The horizontal coordinates were scaled from a topographic map and have
 LG0025.an estimated accuracy of +/- 6 seconds.
 LG0025
 LG0025.The orthometric height was determined by differential leveling
 LG0025.and adjusted by the National Geodetic Survey in June 1991..
 LG0025.WARNING-Repeat measurements at this control monument indicate possible
 LG0025.vertical movement.
 LG0025
 LG0025.The geoid height was determined by GEOID03.
 LG0025
 LG0025.The dynamic height is computed by dividing the NAVD 88
 LG0025.geopotential number by the normal gravity value computed on the
 LG0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0025.degrees latitude (g = 980.6199 gals.).
 LG0025
 LG0025.The modeled gravity was interpolated from observed gravity values.
 LG0025
 LG0025;                    North         East    Units  Estimated Accuracy
 LG0025;SPC NE       -   102,660.      813,200.      MT  (+/- 180 meters Scaled)
 LG0025
 LG0025                          SUPERSEDED SURVEY CONTROL
 LG0025
 LG0025  NGVD 29 (??/??/92)  330.386  (m)         1083.94   (f) ADJ UNCH    1 2
 LG0025
 LG0025.Superseded values are not recommended for survey control.
 LG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0025.See file dsdata.txt to determine how the superseded data were derived.
 LG0025
 LG0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL287087(NAD 83)
 LG0025_MARKER: DB = BENCH MARK DISK
 LG0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0025_STAMPING: 1083.459 R 12 1933
 LG0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0025+STABILITY: SURFACE MOTION
 LG0025
 LG0025  HISTORY     - Date     Condition        Report By
 LG0025  HISTORY     - 1933     MONUMENTED       CGS
 LG0025  HISTORY     - 1940     GOOD             NGS
 LG0025  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0025
 LG0025                          STATION DESCRIPTION
 LG0025
 LG0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0025'1.6 MI NW FROM UNADILLA.
 LG0025'1.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0025'RAILROAD FROM THE STATION AT UNADILLA, OTOE COUNTY, 500 FEET EAST
 LG0025'OF MILEPOST 34, AT A FARM-ROAD CROSSING, 89 FEET NORTHEAST OF THE
 LG0025'CENTER OF THE CROSSING, 49 FEET SOUTH OF THE CENTERLINE OF A
 LG0025'DIRT ROAD PARALLELING THE TRACK, 34 FEET NORTH OF THE CENTERLINE
 LG0025'OF THE TRACK, 6 FEET NORTHWEST OF A GUYED POLE, AND 3 FEET SOUTH
 LG0025'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1083.459
 LG0025'R 12 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 LG0025'ABOVE GROUND.
 LG0025
 LG0025                          STATION RECOVERY (1964)
 LG0025
 LG0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0044 ***********************************************************************
 MM0044  DESIGNATION -  R 120
 MM0044  PID         -  MM0044
 MM0044  STATE/COUNTY-  NE/CUSTER
 MM0044  USGS QUAD   -  ARNOLD (1972)
 MM0044
 MM0044                         *CURRENT SURVEY CONTROL
 MM0044  ___________________________________________________________________
 MM0044* NAD 83(1986)-  41 25 26.     (N)    100 11 40.     (W)     SCALED    
 MM0044* NAVD 88     -       824.959  (meters)    2706.55   (feet)  ADJUSTED  
 MM0044  ___________________________________________________________________
 MM0044  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 MM0044  DYNAMIC HT  -         824.523 (meters)    2705.12  (feet)  COMP
 MM0044  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 MM0044
 MM0044  VERT ORDER  -  SECOND    CLASS 0
 MM0044
 MM0044.The horizontal coordinates were scaled from a topographic map and have
 MM0044.an estimated accuracy of +/- 6 seconds.
 MM0044
 MM0044.The orthometric height was determined by differential leveling
 MM0044.and adjusted by the National Geodetic Survey in June 1991..
 MM0044
 MM0044.The geoid height was determined by GEOID03.
 MM0044
 MM0044.The dynamic height is computed by dividing the NAVD 88
 MM0044.geopotential number by the normal gravity value computed on the
 MM0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0044.degrees latitude (g = 980.6199 gals.).
 MM0044
 MM0044.The modeled gravity was interpolated from observed gravity values.
 MM0044
 MM0044;                    North         East    Units  Estimated Accuracy
 MM0044;SPC NE       -   176,610.      483,750.      MT  (+/- 180 meters Scaled)
 MM0044
 MM0044                          SUPERSEDED SURVEY CONTROL
 MM0044
 MM0044  NGVD 29 (??/??/92)  824.709  (m)         2705.73   (f) ADJ UNCH    2 0
 MM0044
 MM0044.Superseded values are not recommended for survey control.
 MM0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0044.See file dsdata.txt to determine how the superseded data were derived.
 MM0044
 MM0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML001865(NAD 83)
 MM0044_MARKER: DB = BENCH MARK DISK
 MM0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0044_STAMPING: R 120 1934
 MM0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0044+STABILITY: SURFACE MOTION
 MM0044
 MM0044  HISTORY     - Date     Condition        Report By
 MM0044  HISTORY     - 1934     MONUMENTED       CGS
 MM0044  HISTORY     - 1939     GOOD             NGS
 MM0044
 MM0044                          STATION DESCRIPTION
 MM0044
 MM0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0044'AT ARNOLD.
 MM0044'AT ARNOLD, CUSTER COUNTY, 5 FEET WEST OF THE CITY LIBRARY, 15.9
 MM0044'FEET NORTH OF THE SOUTHWEST CORNER, AND ABOUT 69 FEET EAST OF THE
 MM0044'CENTER LINE OF WALNUT STREET.  A STANDARD DISK, STAMPED R 120
 MM0044'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0044
 MM0044                          STATION RECOVERY (1939)
 MM0044
 MM0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 MM0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0221 ***********************************************************************
 NN0221  DESIGNATION -  R 121
 NN0221  PID         -  NN0221
 NN0221  STATE/COUNTY-  NE/HOLT
 NN0221  USGS QUAD   -  CHAMBERS EAST (1986)
 NN0221
 NN0221                         *CURRENT SURVEY CONTROL
 NN0221  ___________________________________________________________________
 NN0221* NAD 83(1986)-  42 08 49.     (N)    098 39 07.     (W)     SCALED    
 NN0221* NAVD 88     -       633.910  (meters)    2079.75   (feet)  ADJUSTED  
 NN0221  ___________________________________________________________________
 NN0221  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 NN0221  DYNAMIC HT  -         633.647 (meters)    2078.89  (feet)  COMP
 NN0221  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 NN0221
 NN0221  VERT ORDER  -  SECOND    CLASS 0
 NN0221
 NN0221.The horizontal coordinates were scaled from a topographic map and have
 NN0221.an estimated accuracy of +/- 6 seconds.
 NN0221
 NN0221.The orthometric height was determined by differential leveling
 NN0221.and adjusted by the National Geodetic Survey in June 1991..
 NN0221
 NN0221.The geoid height was determined by GEOID03.
 NN0221
 NN0221.The dynamic height is computed by dividing the NAVD 88
 NN0221.geopotential number by the normal gravity value computed on the
 NN0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0221.degrees latitude (g = 980.6199 gals.).
 NN0221
 NN0221.The modeled gravity was interpolated from observed gravity values.
 NN0221
 NN0221;                    North         East    Units  Estimated Accuracy
 NN0221;SPC NE       -   257,740.      611,400.      MT  (+/- 180 meters Scaled)
 NN0221
 NN0221                          SUPERSEDED SURVEY CONTROL
 NN0221
 NN0221  NGVD 29 (??/??/92)  633.686  (m)         2079.02   (f) ADJ UNCH    2 0
 NN0221
 NN0221.Superseded values are not recommended for survey control.
 NN0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0221.See file dsdata.txt to determine how the superseded data were derived.
 NN0221
 NN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM287661(NAD 83)
 NN0221_MARKER: DB = BENCH MARK DISK
 NN0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0221_STAMPING: R-121 1935
 NN0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0221+STABILITY: SURFACE MOTION
 NN0221
 NN0221  HISTORY     - Date     Condition        Report By
 NN0221  HISTORY     - 1935     MONUMENTED       CGS
 NN0221  HISTORY     - 1938     GOOD             NGS
 NN0221
 NN0221                          STATION DESCRIPTION
 NN0221
 NN0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NN0221'20.5 MI S FROM O NEILL.
 NN0221'20.5 MILES SOUTH OF THE COURTHOUSE AT O NEILL, ALONG U.S. HIGHWAY
 NN0221'NO. 281 BETWEEN O NEILL AND BARTLETT, 102 FEET NORTH OF THE
 NN0221'NORTHEAST CORNER OF A GROUP OF TREES, 69 FEET NORTH OF THE
 NN0221'CENTER OF A CROSS ROAD, 41.5 FEET WEST OF THE CENTER OF THE
 NN0221'HIGHWAY.  A STANDARD DISK, SET HORIZONTAL IN A PRECAST CONCRETE
 NN0221'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0222 ***********************************************************************
 NN0222  DESIGNATION -  R 121 RESET
 NN0222  PID         -  NN0222
 NN0222  STATE/COUNTY-  NE/HOLT
 NN0222  USGS QUAD   -  CHAMBERS EAST (1986)
 NN0222
 NN0222                         *CURRENT SURVEY CONTROL
 NN0222  ___________________________________________________________________
 NN0222* NAD 83(1986)-  42 08 49.     (N)    098 39 07.     (W)     SCALED    
 NN0222* NAVD 88     -       634.53   (meters)    2081.8    (feet)  RESET     
 NN0222  ___________________________________________________________________
 NN0222  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 NN0222
 NN0222  VERT ORDER  -  THIRD
 NN0222
 NN0222.The horizontal coordinates were scaled from a topographic map and have
 NN0222.an estimated accuracy of +/- 6 seconds.
 NN0222
 NN0222.The orthometric height was computed from unverified reset data.
 NN0222
 NN0222.The geoid height was determined by GEOID03.
 NN0222
 NN0222;                    North         East    Units  Estimated Accuracy
 NN0222;SPC NE       -   257,740.      611,400.      MT  (+/- 180 meters Scaled)
 NN0222
 NN0222                          SUPERSEDED SURVEY CONTROL
 NN0222
 NN0222  NGVD 29 (??/??/??)  634.30   (m)         2081.0    (f) RESET       3  
 NN0222
 NN0222.Superseded values are not recommended for survey control.
 NN0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0222.See file dsdata.txt to determine how the superseded data were derived.
 NN0222
 NN0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM287661(NAD 83)
 NN0222_MARKER: DB = BENCH MARK DISK
 NN0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0222_STAMPING: R 121 RESET 1958
 NN0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0222+STABILITY: SURFACE MOTION
 NN0222
 NN0222  HISTORY     - Date     Condition        Report By
 NN0222  HISTORY     - 1959     MONUMENTED       NEDR
 NN0222
 NN0222                          STATION DESCRIPTION
 NN0222
 NN0222'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NN0222'21.7 MI S FROM O NEILL.
 NN0222'THE MARK IS LOCATED 21.7 MILES SOUTH ALONG U.S. HIGHWAY 281
 NN0222'FROM THE COURTHOUSE AT O NEILL, AT A COUNTY ROAD INTERSECTION,
 NN0222'200 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 114 FEET NORTH
 NN0222'OF THE NORTH EDGE OF A GROVE OF TREES RUNNING WEST, 82 FEET
 NN0222'NORTH OF A COUNTY ROAD RUNNING WEST, 51 FEET NORTH OF A FENCE
 NN0222'CORNER, NEAR A FENCE LINE RUNNING NORTH AND SOUTH, AND SET IN
 NN0222'THE TOP OF A CONCRETE RIGHT OF WAY POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0489 ***********************************************************************
 ML0489  DESIGNATION -  R 125
 ML0489  PID         -  ML0489
 ML0489  STATE/COUNTY-  NE/VALLEY
 ML0489  USGS QUAD   -  ORD SE (1985)
 ML0489
 ML0489                         *CURRENT SURVEY CONTROL
 ML0489  ___________________________________________________________________
 ML0489* NAD 83(1986)-  41 34 46.     (N)    098 52 03.     (W)     SCALED    
 ML0489* NAVD 88     -       610.907  (meters)    2004.28   (feet)  ADJUSTED  
 ML0489  ___________________________________________________________________
 ML0489  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 ML0489  DYNAMIC HT  -         610.613 (meters)    2003.32  (feet)  COMP
 ML0489  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 ML0489
 ML0489  VERT ORDER  -  SECOND    CLASS 0
 ML0489
 ML0489.The horizontal coordinates were scaled from a topographic map and have
 ML0489.an estimated accuracy of +/- 6 seconds.
 ML0489
 ML0489.The orthometric height was determined by differential leveling
 ML0489.and adjusted by the National Geodetic Survey in June 1991..
 ML0489
 ML0489.The geoid height was determined by GEOID03.
 ML0489
 ML0489.The dynamic height is computed by dividing the NAVD 88
 ML0489.geopotential number by the normal gravity value computed on the
 ML0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0489.degrees latitude (g = 980.6199 gals.).
 ML0489
 ML0489.The modeled gravity was interpolated from observed gravity values.
 ML0489
 ML0489;                    North         East    Units  Estimated Accuracy
 ML0489;SPC NE       -   194,480.      594,410.      MT  (+/- 180 meters Scaled)
 ML0489
 ML0489                          SUPERSEDED SURVEY CONTROL
 ML0489
 ML0489  NGVD 29 (??/??/92)  610.661  (m)         2003.48   (f) ADJ UNCH    2 0
 ML0489
 ML0489.Superseded values are not recommended for survey control.
 ML0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0489.See file dsdata.txt to determine how the superseded data were derived.
 ML0489
 ML0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM110030(NAD 83)
 ML0489_MARKER: DB = BENCH MARK DISK
 ML0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0489_STAMPING: R-125-1935
 ML0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0489+STABILITY: SURFACE MOTION
 ML0489
 ML0489  HISTORY     - Date     Condition        Report By
 ML0489  HISTORY     - 1935     MONUMENTED       CGS
 ML0489  HISTORY     - 1985     GOOD             NGS
 ML0489
 ML0489                          STATION DESCRIPTION
 ML0489
 ML0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0489'3.7 MI SE FROM ORD.
 ML0489'3.7 MILES SOUTHEAST OF DEPOT BY RAIL.  ALONG THE UNION PACIFIC
 ML0489'RAILROAD BETWEEN ST. PAUL AND ORD, 10 POLES WEST OF MILEPOST 57,
 ML0489'150 FEET WEST OF A CURVE IN THE HIGHWAY, 43.9 FEET SOUTH OF THE
 ML0489'SOUTH RAIL OF THE MAIN TRACK, 35 FEET NORTH OF THE CENTER LINE
 ML0489'OF HIGHWAY 11, 15 FEET WEST OF THE WEST END OF A FIELD GATE.
 ML0489
 ML0489                          STATION RECOVERY (1985)
 ML0489
 ML0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ML0489'0.16 KM (0.1 MI) EAST ALONG L STREET AND STATE HIGHWAY 11, FROM THE
 ML0489'COURTHOUSE IN ORD, THENCE 5.47 KM (3.4 MI) RIGHT AND SOUTHEAST ALONG
 ML0489'STATE HIGHWAY 11, THENCE 0.56 KM (0.35 MI) LEFT AND EAST ALONG A
 ML0489'GRADED ROAD TO A FARM HOUSE ON THE RIGHT AND THE BENCH MARK ON THE
 ML0489'LEFT, 13.42 M (44.0 FT) SOUTH FROM THE SOUTH RAIL OF A RAILROAD
 ML0489'TRACK, 12.2 M (40.0 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 7.0 M
 ML0489'(23.0 FT) WEST FROM THE CENTERLINE OF A FIELD ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0454 ***********************************************************************
 NN0454  DESIGNATION -  R 126
 NN0454  PID         -  NN0454
 NN0454  STATE/COUNTY-  NE/HOLT
 NN0454  USGS QUAD   -  SWAN LAKE (1981)
 NN0454
 NN0454                         *CURRENT SURVEY CONTROL
 NN0454  ___________________________________________________________________
 NN0454* NAD 83(1986)-  42 07 54.     (N)    099 02 25.     (W)     SCALED    
 NN0454* NAVD 88     -       711.647  (meters)    2334.80   (feet)  ADJUSTED  
 NN0454  ___________________________________________________________________
 NN0454  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 NN0454  DYNAMIC HT  -         711.334 (meters)    2333.77  (feet)  COMP
 NN0454  MODELED GRAV-     980,158.7   (mgal)                       NAVD 88
 NN0454
 NN0454  VERT ORDER  -  SECOND    CLASS 0
 NN0454
 NN0454.The horizontal coordinates were scaled from a topographic map and have
 NN0454.an estimated accuracy of +/- 6 seconds.
 NN0454
 NN0454.The orthometric height was determined by differential leveling
 NN0454.and adjusted by the National Geodetic Survey in June 1991..
 NN0454
 NN0454.The geoid height was determined by GEOID03.
 NN0454
 NN0454.The dynamic height is computed by dividing the NAVD 88
 NN0454.geopotential number by the normal gravity value computed on the
 NN0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0454.degrees latitude (g = 980.6199 gals.).
 NN0454
 NN0454.The modeled gravity was interpolated from observed gravity values.
 NN0454
 NN0454;                    North         East    Units  Estimated Accuracy
 NN0454;SPC NE       -   255,620.      579,330.      MT  (+/- 180 meters Scaled)
 NN0454
 NN0454                          SUPERSEDED SURVEY CONTROL
 NN0454
 NN0454  NGVD 29 (??/??/92)  711.390  (m)         2333.95   (f) ADJ UNCH    2 0
 NN0454
 NN0454.Superseded values are not recommended for survey control.
 NN0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0454.See file dsdata.txt to determine how the superseded data were derived.
 NN0454
 NN0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM966643(NAD 83)
 NN0454_MARKER: DB = BENCH MARK DISK
 NN0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0454_STAMPING: R 126 1935
 NN0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0454+STABILITY: SURFACE MOTION
 NN0454
 NN0454  HISTORY     - Date     Condition        Report By
 NN0454  HISTORY     - 1935     MONUMENTED       CGS
 NN0454  HISTORY     - 1964     MARK NOT FOUND   NGS
 NN0454
 NN0454                          STATION DESCRIPTION
 NN0454
 NN0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0454'26.5 MI N FROM BURWELL.
 NN0454'IN HOLT COUNTY, 26.5 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE
 NN0454'COUNTY COURTHOUSE AT BURWELL, GARFIELD COUNTY, 0.6 MILE EAST OF
 NN0454'A RANCHHOUSE NEAR A LARGE GROVE OF CEDAR TREES, 0.4 MILE NORTH
 NN0454'OF THE ROY WORDEN RANCHHOUSE, AND 34.2 FEET EAST OF THE CENTER
 NN0454'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED R 126 1935 AND SET
 NN0454'IN THE TOP OF A CONCRETE POST.
 NN0454
 NN0454                          STATION RECOVERY (1964)
 NN0454
 NN0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NN0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0241 ***********************************************************************
 NN0241  DESIGNATION -  R 127
 NN0241  PID         -  NN0241
 NN0241  STATE/COUNTY-  NE/HOLT
 NN0241  USGS QUAD   -  INMAN (1986)
 NN0241
 NN0241                         *CURRENT SURVEY CONTROL
 NN0241  ___________________________________________________________________
 NN0241* NAD 83(1986)-  42 23 12.     (N)    098 32 01.     (W)     SCALED    
 NN0241* NAVD 88     -       588.492  (meters)    1930.74   (feet)  ADJUSTED  
 NN0241  ___________________________________________________________________
 NN0241  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 NN0241  DYNAMIC HT  -         588.268 (meters)    1930.01  (feet)  COMP
 NN0241  MODELED GRAV-     980,221.3   (mgal)                       NAVD 88
 NN0241
 NN0241  VERT ORDER  -  SECOND    CLASS 0
 NN0241
 NN0241.The horizontal coordinates were scaled from a topographic map and have
 NN0241.an estimated accuracy of +/- 6 seconds.
 NN0241
 NN0241.The orthometric height was determined by differential leveling
 NN0241.and adjusted by the National Geodetic Survey in June 1991..
 NN0241
 NN0241.The geoid height was determined by GEOID03.
 NN0241
 NN0241.The dynamic height is computed by dividing the NAVD 88
 NN0241.geopotential number by the normal gravity value computed on the
 NN0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0241.degrees latitude (g = 980.6199 gals.).
 NN0241
 NN0241.The modeled gravity was interpolated from observed gravity values.
 NN0241
 NN0241;                    North         East    Units  Estimated Accuracy
 NN0241;SPC NE       -   284,520.      620,720.      MT  (+/- 180 meters Scaled)
 NN0241
 NN0241                          SUPERSEDED SURVEY CONTROL
 NN0241
 NN0241  NGVD 29 (??/??/92)  588.291  (m)         1930.08   (f) ADJ UNCH    2 0
 NN0241
 NN0241.Superseded values are not recommended for survey control.
 NN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0241.See file dsdata.txt to determine how the superseded data were derived.
 NN0241
 NN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM383928(NAD 83)
 NN0241_MARKER: DB = BENCH MARK DISK
 NN0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0241_STAMPING: R 127 1935
 NN0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0241+STABILITY: SURFACE MOTION
 NN0241
 NN0241  HISTORY     - Date     Condition        Report By
 NN0241  HISTORY     - 1935     MONUMENTED       CGS
 NN0241
 NN0241                          STATION DESCRIPTION
 NN0241
 NN0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0241'0.3 MI NW FROM INMAN.
 NN0241'0.3 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0241'FROM THE STATION AT INMAN, HOLT COUNTY, 12-1/2 RAILS NORTHWEST
 NN0241'OF CULVERT 281-6/7, 108.5 FEET SOUTHEAST OF THE CENTER OF A ROAD
 NN0241'CROSSING, 50.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 NN0241'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED R 127
 NN0241'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1329 ***********************************************************************
 NM1329  DESIGNATION -  R 128
 NM1329  PID         -  NM1329
 NM1329  STATE/COUNTY-  NE/MADISON
 NM1329  USGS QUAD   -  TILDEN (1963)
 NM1329
 NM1329                         *CURRENT SURVEY CONTROL
 NM1329  ___________________________________________________________________
 NM1329* NAD 83(1986)-  42 02 08.     (N)    097 46 23.     (W)     SCALED    
 NM1329* NAVD 88     -       504.406  (meters)    1654.87   (feet)  ADJUSTED  
 NM1329  ___________________________________________________________________
 NM1329  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 NM1329  DYNAMIC HT  -         504.201 (meters)    1654.20  (feet)  COMP
 NM1329  MODELED GRAV-     980,201.7   (mgal)                       NAVD 88
 NM1329
 NM1329  VERT ORDER  -  SECOND    CLASS 0
 NM1329
 NM1329.The horizontal coordinates were scaled from a topographic map and have
 NM1329.an estimated accuracy of +/- 6 seconds.
 NM1329
 NM1329.The orthometric height was determined by differential leveling
 NM1329.and adjusted by the National Geodetic Survey in June 1991..
 NM1329
 NM1329.The geoid height was determined by GEOID03.
 NM1329
 NM1329.The dynamic height is computed by dividing the NAVD 88
 NM1329.geopotential number by the normal gravity value computed on the
 NM1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1329.degrees latitude (g = 980.6199 gals.).
 NM1329
 NM1329.The modeled gravity was interpolated from observed gravity values.
 NM1329
 NM1329;                    North         East    Units  Estimated Accuracy
 NM1329;SPC NE       -   246,880.      684,330.      MT  (+/- 180 meters Scaled)
 NM1329
 NM1329                          SUPERSEDED SURVEY CONTROL
 NM1329
 NM1329  NGVD 29 (??/??/92)  504.204  (m)         1654.21   (f) ADJ UNCH    2 0
 NM1329
 NM1329.Superseded values are not recommended for survey control.
 NM1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1329.See file dsdata.txt to determine how the superseded data were derived.
 NM1329
 NM1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM015544(NAD 83)
 NM1329_MARKER: DB = BENCH MARK DISK
 NM1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1329_STAMPING: R-128-1935
 NM1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1329+STABILITY: SURFACE MOTION
 NM1329
 NM1329  HISTORY     - Date     Condition        Report By
 NM1329  HISTORY     - 1935     MONUMENTED       CGS
 NM1329  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1329
 NM1329                          STATION DESCRIPTION
 NM1329
 NM1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1329'2.2 MI NW FROM MEADOW GROVE.
 NM1329'2.2 MILES NORTHWEST OF DEPOT.  ALONG THE CHICAGO AND NORTH
 NM1329'WESTERN RAILROAD BETWEEN TILDEN AND NORFOLK, 125.6 FEET NORTHWEST
 NM1329'OF THE CENTER OF COUNTY ROAD CROSSING RAILROAD TRACK, ABOUT 100
 NM1329'FEET WEST OF POINT WHERE STATE HIGHWAY NO. 8 LEAVES TRACK, 66.0
 NM1329'FEET WEST OF CORNER RIGHT OF WAY FENCE, 41.4 FEET NORTH OF THE
 NM1329'NORTH RAIL OF THE MAIN TRACK.
 NM1329
 NM1329                          STATION RECOVERY (1999)
 NM1329
 NM1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1329'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0340 ***********************************************************************
 LG0340  DESIGNATION -  R 13
 LG0340  PID         -  LG0340
 LG0340  STATE/COUNTY-  NE/SALINE
 LG0340  USGS QUAD   -  CRETE SOUTH (1964)
 LG0340
 LG0340                         *CURRENT SURVEY CONTROL
 LG0340  ___________________________________________________________________
 LG0340* NAD 83(1986)-  40 37 20.     (N)    096 59 23.     (W)     SCALED    
 LG0340* NAVD 88     -       419.544  (meters)    1376.45   (feet)  ADJUSTED  
 LG0340  ___________________________________________________________________
 LG0340  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 LG0340  DYNAMIC HT  -         419.327 (meters)    1375.74  (feet)  COMP
 LG0340  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 LG0340
 LG0340  VERT ORDER  -  FIRST     CLASS II
 LG0340
 LG0340.The horizontal coordinates were scaled from a topographic map and have
 LG0340.an estimated accuracy of +/- 6 seconds.
 LG0340
 LG0340.The orthometric height was determined by differential leveling
 LG0340.and adjusted by the National Geodetic Survey in May 1993..
 LG0340
 LG0340.The geoid height was determined by GEOID03.
 LG0340
 LG0340.The dynamic height is computed by dividing the NAVD 88
 LG0340.geopotential number by the normal gravity value computed on the
 LG0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0340.degrees latitude (g = 980.6199 gals.).
 LG0340
 LG0340.The modeled gravity was interpolated from observed gravity values.
 LG0340
 LG0340;                    North         East    Units  Estimated Accuracy
 LG0340;SPC NE       -    92,020.      754,600.      MT  (+/- 180 meters Scaled)
 LG0340
 LG0340                          SUPERSEDED SURVEY CONTROL
 LG0340
 LG0340  NAVD 88 (06/15/91)  419.570  (m)         1376.54   (f) UNKNOWN     1 2
 LG0340  NGVD 29 (??/??/92)  419.433  (m)         1376.09   (f) ADJ UNCH    1 2
 LG0340
 LG0340.Superseded values are not recommended for survey control.
 LG0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0340.See file dsdata.txt to determine how the superseded data were derived.
 LG0340
 LG0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK700987(NAD 83)
 LG0340_MARKER: DB = BENCH MARK DISK
 LG0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0340_SP_SET: CONCRETE POST
 LG0340_STAMPING: R 13 1933 1375.873
 LG0340_MARK LOGO: CGS   
 LG0340_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0340+STABILITY: SURFACE MOTION
 LG0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0340+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 LG0340
 LG0340  HISTORY     - Date     Condition        Report By
 LG0340  HISTORY     - 1933     MONUMENTED       CGS
 LG0340  HISTORY     - 1940     GOOD             NGS
 LG0340  HISTORY     - 19861117 GOOD             NGS
 LG0340  HISTORY     - 19911009 GOOD             NGS
 LG0340
 LG0340                          STATION DESCRIPTION
 LG0340
 LG0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0340'1.5 MI W FROM CRETE.
 LG0340'1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0340'FROM THE STATION AT CRETE, SALINE COUNTY, 1/4 MILE WEST OF
 LG0340'MILEPOST 81, AT A GRAVEL-ROAD CROSSING, 68 FEET NORTHEAST OF THE
 LG0340'CENTER OF THE CROSSING, 47 FEET NORTH OF THE CENTERLINE OF THE
 LG0340'TRACK, 36 FEET EAST OF THE CENTERLINE OF THE ROAD, 19.5 FEET
 LG0340'SOUTHEAST OF A POWER-TRANSMISSION LINE POLE, 3.5 FEET SOUTH OF A
 LG0340'POLE, AND 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 LG0340'STANDARD DISK, STAMPED 1375.873 R 13 1933 AND SET IN THE TOP OF A
 LG0340'CONCRETE POST 0.2 FOOT ABOVE GROUND.
 LG0340
 LG0340                          STATION RECOVERY (1986)
 LG0340
 LG0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LG0340'RECOVERED IN GOOD CONDITION, 2.41 KM (1.50 MI) WEST ALONG THE
 LG0340'BURLINGTON NORTHERN RAILROAD, FROM THE OLD STATION AT CRETE, AT A
 LG0340'ROAD CROSSING, 20.73 M (68.0 FT) NORTHEAST FROM THE CENTER OF THE
 LG0340'CROSSING, 14.33 M (47.0 FT) NORTH FROM THE CENTERLINE OF THE TRACK,
 LG0340'11.58 M (38.0 FT) EAST FROM THE CENTERLINE OF THE ROAD, 1.22 M
 LG0340'(4.0 FT) SOUTHWEST FROM A POWERLINE POLE, 0.3 M (1.0 FT) WEST FROM A
 LG0340'U.S. CORP OF ENGINEERS WITNESS POST, 0.3 M (1.0 FT) EAST FROM A
 LG0340'WITNESS POST, 0.9 M (3.0 FT) BELOW THE TRACKS AND RECESSED 0.3 M
 LG0340'(1.0 FT) BELOW THE GROUND SURFACE.
 LG0340
 LG0340                          STATION RECOVERY (1991)
 LG0340
 LG0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0340'2.6 KM (1.60 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0340'IN CRETE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG COUNTY ROAD 2100,
 LG0340'13.4 M (44.0 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LG0340'RAILROAD, 11.1 M (36.4 FT) EAST OF THE ROAD CENTER, 4.8 M (15.7 FT)
 LG0340'WEST OF THE NORTHWEST CORNER OF RAILROAD UTILITY BOX NUMBER BN
 LG0340'70-315E, 1.0 M (3.3 FT) SOUTHWEST OF A UTILITY POLE WITH 2 GUY
 LG0340'CABLES, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, 0.4 M (1.3 FT)
 LG0340'EAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT)
 LG0340'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0315 ***********************************************************************
 NO0315  DESIGNATION -  R 130
 NO0315  PID         -  NO0315
 NO0315  STATE/COUNTY-  NE/CHERRY
 NO0315  USGS QUAD   -  MERRIMAN (1990)
 NO0315
 NO0315                         *CURRENT SURVEY CONTROL
 NO0315  ___________________________________________________________________
 NO0315* NAD 83(1986)-  42 55 10.     (N)    101 41 43.     (W)     SCALED    
 NO0315* NAVD 88     -       994.091  (meters)    3261.45   (feet)  ADJUSTED  
 NO0315  ___________________________________________________________________
 NO0315  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 NO0315  DYNAMIC HT  -         993.657 (meters)    3260.02  (feet)  COMP
 NO0315  MODELED GRAV-     980,149.5   (mgal)                       NAVD 88
 NO0315
 NO0315  VERT ORDER  -  FIRST     CLASS II
 NO0315
 NO0315.The horizontal coordinates were scaled from a topographic map and have
 NO0315.an estimated accuracy of +/- 6 seconds.
 NO0315
 NO0315.The orthometric height was determined by differential leveling
 NO0315.and adjusted by the National Geodetic Survey in June 1991..
 NO0315
 NO0315.The geoid height was determined by GEOID03.
 NO0315
 NO0315.The dynamic height is computed by dividing the NAVD 88
 NO0315.geopotential number by the normal gravity value computed on the
 NO0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0315.degrees latitude (g = 980.6199 gals.).
 NO0315
 NO0315.The modeled gravity was interpolated from observed gravity values.
 NO0315
 NO0315;                    North         East    Units  Estimated Accuracy
 NO0315;SPC NE       -   344,030.      361,600.      MT  (+/- 180 meters Scaled)
 NO0315
 NO0315                          SUPERSEDED SURVEY CONTROL
 NO0315
 NO0315  NGVD 29 (??/??/92)  993.673  (m)         3260.08   (f) ADJ UNCH    1 2
 NO0315
 NO0315.Superseded values are not recommended for survey control.
 NO0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0315.See file dsdata.txt to determine how the superseded data were derived.
 NO0315
 NO0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN800553(NAD 83)
 NO0315_MARKER: DB = BENCH MARK DISK
 NO0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0315_STAMPING: R 130 1934
 NO0315_MARK LOGO: CGS   
 NO0315_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0315+STABILITY: SURFACE MOTION
 NO0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0315+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NO0315
 NO0315  HISTORY     - Date     Condition        Report By
 NO0315  HISTORY     - 1934     MONUMENTED       CGS
 NO0315  HISTORY     - 1957     GOOD             NGS
 NO0315  HISTORY     - 19991006 GOOD             NGS
 NO0315
 NO0315                          STATION DESCRIPTION
 NO0315
 NO0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0315'0.2 MI E FROM MERRIMAN.
 NO0315'ABOUT 0.25 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0315'FROM THE STATION AT MERRIMAN, ON THE CREST OF A SMALL SANDY
 NO0315'KNOLL, 213 FEET NORTHEAST OF A SWITCH STAND, 132 FEET
 NO0315'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A STOCK YARD, 97 FEET
 NO0315'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 2 FEET SOUTH OF A
 NO0315'FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET
 NO0315'ABOVE THE TOP OF THE RAILS, IN T. 34 N., R. 37 W., SECTION 17.,
 NO0315'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 NO0315
 NO0315                          STATION RECOVERY (1999)
 NO0315
 NO0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NO0315'0.4 KM (0.25 MI) EASTERLY ALONG U.S.  HIGHWAY 20 FROM THE POST OFFICE
 NO0315'IN MERRIMAN, 122.6 M (402.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 29.3
 NO0315'M (96.1 FT) NORTH OF THE NEAR RAIL OF THE NEBKOTA RAILROAD, 2.0 M (6.6
 NO0315'FT) ABOVE THE LEVEL OF THE TRACK, 0.5 M (1.6 FT) SOUTH OF A WITNESS
 NO0315'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NO0315'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE NEBKOTA RAILROAD,
 NO0315'CONTACT--GEORGE LAPRAY, 111 NORTH MAIN STREET, CHADRON, NE 69337,
 NO0315'TELEPHONE NUMBER (308) 432-2487.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0868 ***********************************************************************
 MK0868  DESIGNATION -  R 130
 MK0868  PID         -  MK0868
 MK0868  STATE/COUNTY-  NE/DODGE
 MK0868  USGS QUAD   -  NORTH BEND (1968)
 MK0868
 MK0868                         *CURRENT SURVEY CONTROL
 MK0868  ___________________________________________________________________
 MK0868* NAD 83(1986)-  41 27 40.     (N)    096 46 50.     (W)     SCALED    
 MK0868* NAVD 88     -       387.981  (meters)    1272.90   (feet)  ADJUSTED  
 MK0868  ___________________________________________________________________
 MK0868  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 MK0868  DYNAMIC HT  -         387.817 (meters)    1272.36  (feet)  COMP
 MK0868  MODELED GRAV-     980,190.4   (mgal)                       NAVD 88
 MK0868
 MK0868  VERT ORDER  -  SECOND    CLASS 0
 MK0868
 MK0868.The horizontal coordinates were scaled from a topographic map and have
 MK0868.an estimated accuracy of +/- 6 seconds.
 MK0868
 MK0868.The orthometric height was determined by differential leveling
 MK0868.and adjusted by the National Geodetic Survey in June 1991..
 MK0868
 MK0868.The geoid height was determined by GEOID03.
 MK0868
 MK0868.The dynamic height is computed by dividing the NAVD 88
 MK0868.geopotential number by the normal gravity value computed on the
 MK0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0868.degrees latitude (g = 980.6199 gals.).
 MK0868
 MK0868.The modeled gravity was interpolated from observed gravity values.
 MK0868
 MK0868;                    North         East    Units  Estimated Accuracy
 MK0868;SPC NE       -   185,730.      768,820.      MT  (+/- 180 meters Scaled)
 MK0868
 MK0868                          SUPERSEDED SURVEY CONTROL
 MK0868
 MK0868  NGVD 29 (??/??/92)  387.830  (m)         1272.41   (f) ADJ UNCH    2 0
 MK0868
 MK0868.Superseded values are not recommended for survey control.
 MK0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0868.See file dsdata.txt to determine how the superseded data were derived.
 MK0868
 MK0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL853923(NAD 83)
 MK0868_MARKER: DB = BENCH MARK DISK
 MK0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0868_STAMPING: R 130 1934
 MK0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0868+STABILITY: SURFACE MOTION
 MK0868
 MK0868  HISTORY     - Date     Condition        Report By
 MK0868  HISTORY     - 1934     MONUMENTED       CGS
 MK0868  HISTORY     - 1950     GOOD             NGS
 MK0868  HISTORY     - 1966     MARK NOT FOUND   NGS
 MK0868
 MK0868                          STATION DESCRIPTION
 MK0868
 MK0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0868'AT NORTH BEND.
 MK0868'AT NORTH BEND, 208 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 MK0868'30, 185 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 79, 105.0
 MK0868'FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK OF THE
 MK0868'UNION PACIFIC RAILROAD, 69.0 FEET NORTHEAST OF THE NORTHEAST
 MK0868'CORNER OF THE RAILROAD STATION, 42.0 FEET NORTH OF THE NORTH
 MK0868'RAIL OF A SIDE TRACK, IN THE CENTER OF THE SOUTH EDGE OF THE
 MK0868'CITY PARK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MK0868'0.1 FOOT ABOVE THE GROUND.
 MK0868
 MK0868                          STATION RECOVERY (1966)
 MK0868
 MK0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MK0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1104 ***********************************************************************
 MK1104  DESIGNATION -  R 132
 MK1104  PID         -  MK1104
 MK1104  STATE/COUNTY-  NE/DODGE
 MK1104  USGS QUAD   -  SCRIBNER (1966)
 MK1104
 MK1104                         *CURRENT SURVEY CONTROL
 MK1104  ___________________________________________________________________
 MK1104* NAD 83(1986)-  41 40 05.     (N)    096 40 10.     (W)     SCALED    
 MK1104* NAVD 88     -       382.320  (meters)    1254.33   (feet)  ADJUSTED  
 MK1104  ___________________________________________________________________
 MK1104  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 MK1104  DYNAMIC HT  -         382.175 (meters)    1253.85  (feet)  COMP
 MK1104  MODELED GRAV-     980,229.9   (mgal)                       NAVD 88
 MK1104
 MK1104  VERT ORDER  -  SECOND    CLASS 0
 MK1104
 MK1104.The horizontal coordinates were scaled from a topographic map and have
 MK1104.an estimated accuracy of +/- 6 seconds.
 MK1104
 MK1104.The orthometric height was determined by differential leveling
 MK1104.and adjusted by the National Geodetic Survey in June 1991..
 MK1104
 MK1104.The geoid height was determined by GEOID03.
 MK1104
 MK1104.The dynamic height is computed by dividing the NAVD 88
 MK1104.geopotential number by the normal gravity value computed on the
 MK1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1104.degrees latitude (g = 980.6199 gals.).
 MK1104
 MK1104.The modeled gravity was interpolated from observed gravity values.
 MK1104
 MK1104;                    North         East    Units  Estimated Accuracy
 MK1104;SPC NE       -   209,040.      777,210.      MT  (+/- 180 meters Scaled)
 MK1104
 MK1104                          SUPERSEDED SURVEY CONTROL
 MK1104
 MK1104  NGVD 29 (??/??/92)  382.180  (m)         1253.87   (f) ADJ UNCH    2 0
 MK1104
 MK1104.Superseded values are not recommended for survey control.
 MK1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1104.See file dsdata.txt to determine how the superseded data were derived.
 MK1104
 MK1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM940155(NAD 83)
 MK1104_MARKER: DB = BENCH MARK DISK
 MK1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1104_STAMPING: R-132-1935
 MK1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1104+STABILITY: SURFACE MOTION
 MK1104
 MK1104  HISTORY     - Date     Condition        Report By
 MK1104  HISTORY     - 1935     MONUMENTED       CGS
 MK1104  HISTORY     - 1965     MARK NOT FOUND   NGS
 MK1104
 MK1104                          STATION DESCRIPTION
 MK1104
 MK1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1104'AT SCRIBNER.
 MK1104'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER
 MK1104'AND HUMPHREY, 225 FEET SOUTHEAST OF SCRIBNER ICE AND POWER
 MK1104'PLANT, 31.0 FEET NORTH OF THE NORTH RAIL OF THE MAIN LINE, 25.0
 MK1104'FEET EAST OF THE SWITCH STAND.
 MK1104
 MK1104                          STATION RECOVERY (1965)
 MK1104
 MK1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MK1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1168 ***********************************************************************
 MK1168  DESIGNATION -  R 133
 MK1168  PID         -  MK1168
 MK1168  STATE/COUNTY-  NE/COLFAX
 MK1168  USGS QUAD   -  CLARKSON (1966)
 MK1168
 MK1168                         *CURRENT SURVEY CONTROL
 MK1168  ___________________________________________________________________
 MK1168* NAD 83(1986)-  41 40 32.     (N)    097 03 33.     (W)     SCALED    
 MK1168* NAVD 88     -       442.370  (meters)    1451.34   (feet)  ADJUSTED  
 MK1168  ___________________________________________________________________
 MK1168  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 MK1168  DYNAMIC HT  -         442.190 (meters)    1450.75  (feet)  COMP
 MK1168  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 MK1168
 MK1168  VERT ORDER  -  SECOND    CLASS 0
 MK1168
 MK1168.The horizontal coordinates were scaled from a topographic map and have
 MK1168.an estimated accuracy of +/- 6 seconds.
 MK1168
 MK1168.The orthometric height was determined by differential leveling
 MK1168.and adjusted by the National Geodetic Survey in June 1991..
 MK1168
 MK1168.The geoid height was determined by GEOID03.
 MK1168
 MK1168.The dynamic height is computed by dividing the NAVD 88
 MK1168.geopotential number by the normal gravity value computed on the
 MK1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1168.degrees latitude (g = 980.6199 gals.).
 MK1168
 MK1168.The modeled gravity was interpolated from observed gravity values.
 MK1168
 MK1168;                    North         East    Units  Estimated Accuracy
 MK1168;SPC NE       -   208,700.      744,750.      MT  (+/- 180 meters Scaled)
 MK1168
 MK1168                          SUPERSEDED SURVEY CONTROL
 MK1168
 MK1168  NGVD 29 (??/??/92)  442.192  (m)         1450.76   (f) ADJ UNCH    2 0
 MK1168
 MK1168.Superseded values are not recommended for survey control.
 MK1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1168.See file dsdata.txt to determine how the superseded data were derived.
 MK1168
 MK1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM615155(NAD 83)
 MK1168_MARKER: DB = BENCH MARK DISK
 MK1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1168_STAMPING: R 133 1935
 MK1168_MARK LOGO: CGS   
 MK1168_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1168+STABILITY: SURFACE MOTION
 MK1168
 MK1168  HISTORY     - Date     Condition        Report By
 MK1168  HISTORY     - 1935     MONUMENTED       CGS
 MK1168  HISTORY     - 1960     GOOD             NGS
 MK1168  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1168  HISTORY     - 19890417 GOOD             NEDR
 MK1168  HISTORY     - 19950419 GOOD             NGS
 MK1168
 MK1168                          STATION DESCRIPTION
 MK1168
 MK1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK1168'15.7 MI N FROM SCHUYLER.
 MK1168'15.7 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE UNION PACIFIC
 MK1168'RAILROAD STATION AT SCHUYLER, COLFAX COUNTY, 6.4 MILES SOUTHEAST
 MK1168'OF CLARKSON, 205 FEET SOUTH OF A HIGH TELEPHONE POLE WHICH IS THE
 MK1168'LAST POLE ON THE WEST SIDE OF THE HIGHWAY AS THE TELEPHONE LINE
 MK1168'CROSSES THE HIGHWAY, 108 FEET WEST OF THE CENTER OF STATE
 MK1168'HIGHWAY 15, 2 FEET EAST OF FENCE, ONE FOOT SOUTH OF A STEEL
 MK1168'WITNESS POST AND PROJECTING 2 INCHES.
 MK1168
 MK1168                          STATION RECOVERY (1965)
 MK1168
 MK1168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1168'MARK NOT FOUND.
 MK1168
 MK1168                          STATION RECOVERY (1989)
 MK1168
 MK1168'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1989 (HED)
 MK1168'TO REACH FROM THE POST OFFICE IN SCHUYLER, GO WEST ALONG EAST 11TH
 MK1168'STREET FOR 1 BLOCK, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 15 FOR
 MK1168'16.0 MI (25.7 KM) TO THE MARK ON THE LEFT, 122.0 FT (37.2 M) SLOPE
 MK1168'DISTANCE FROM THE CENTERLINE OF THE HIGHWAY, 2.0 FT (0.6 M) EAST OF A
 MK1168'NORTH-SOUTH FENCELINE, 1.0 FT (0.3 M) SOUTH FROM A STEEL WITNESS POST,
 MK1168'1.0 FT (0.3 M) EAST FROM A FIBERGLASS WITNESS POST AND SET INTO THE
 MK1168'TOP OF A CONCRETE POST THAT IS RECESSED 0.3 FT (9.1 CM) BELOW THE
 MK1168'GROUND SURFACE.
 MK1168
 MK1168                          STATION RECOVERY (1995)
 MK1168
 MK1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK1168'MARK WAS RECOVERED IN GOOD CONDITION.  NOTE-15.7 MILES NORTH ALONG
 MK1168'IGHWAY 15 FROM THE UP RR STATION SCHUYLER, 6.4 MILES (10.3 KM)
 MK1168'SOUTHEAST OF CLARKSON, 205 FEET (62.5 M) SOSUTH OF A HIGH TELEPHONE
 MK1168'POLE WHICH IS THE LAST POLE ON THE WEST SIDE OF THE HIGHWAY AS THE
 MK1168'TELEPHONE LINE CROSSES THE HIGHWAY, 108 FEET (32.9 M) WEST OF THE
 MK1168'CENTER OF HIGHWAY 15, 2 FEET (0.6 M) EAST OF FENCE, 1 FOOT (0.3 M)
 MK1168'SOUTH OF WITNESS POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1291 ***********************************************************************
 MK1291  DESIGNATION -  R 134
 MK1291  PID         -  MK1291
 MK1291  STATE/COUNTY-  NE/PLATTE
 MK1291  USGS QUAD   -  COLUMBUS (1976)
 MK1291
 MK1291                         *CURRENT SURVEY CONTROL
 MK1291  ___________________________________________________________________
 MK1291* NAD 83(1995)-  41 24 31.56694(N)    097 17 49.32902(W)     ADJUSTED  
 MK1291* NAVD 88     -       432.504  (meters)    1418.97   (feet)  ADJUSTED  
 MK1291  ___________________________________________________________________
 MK1291  X           -    -608,519.579 (meters)                     COMP
 MK1291  Y           -  -4,752,189.093 (meters)                     COMP
 MK1291  Z           -   4,196,847.433 (meters)                     COMP
 MK1291  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 MK1291  ELLIP HEIGHT-         407.06  (meters)          (06/27/02) GPS OBS
 MK1291  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 MK1291  DYNAMIC HT  -         432.315 (meters)    1418.35  (feet)  COMP
 MK1291  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 MK1291
 MK1291  HORZ ORDER  -  FIRST
 MK1291  VERT ORDER  -  SECOND    CLASS 0
 MK1291  ELLP ORDER  -  FOURTH    CLASS I
 MK1291
 MK1291.The horizontal coordinates were established by GPS observations
 MK1291.and adjusted by the National Geodetic Survey in August 1997..
 MK1291
 MK1291.The orthometric height was determined by differential leveling
 MK1291.and adjusted by the National Geodetic Survey in June 1991..
 MK1291
 MK1291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK1291
 MK1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1291
 MK1291.The ellipsoidal height was determined by GPS observations
 MK1291.and is referenced to NAD 83.
 MK1291
 MK1291.The geoid height was determined by GEOID03.
 MK1291
 MK1291.The dynamic height is computed by dividing the NAVD 88
 MK1291.geopotential number by the normal gravity value computed on the
 MK1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1291.degrees latitude (g = 980.6199 gals.).
 MK1291
 MK1291.The modeled gravity was interpolated from observed gravity values.
 MK1291
 MK1291;                    North         East     Units Scale Factor Converg.
 MK1291;SPC NE       -   178,444.406   725,889.964   MT  0.99966002   +1 47 28.5
 MK1291;UTM  14      - 4,585,535.192   642,336.063   MT  0.99984933   +1 07 35.7
 MK1291
 MK1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1291!SPC NE       -   0.99993616  x   0.99966002  =   0.99959620
 MK1291!UTM  14      -   0.99993616  x   0.99984933  =   0.99978550
 MK1291
 MK1291                          SUPERSEDED SURVEY CONTROL
 MK1291
 MK1291  ELLIP H (03/16/99)  407.15   (m)                       GP(       ) 4 1
 MK1291  ELLIP H (08/18/97)  407.14   (m)                       GP(       ) 4 1
 MK1291  NAD 83(1986)-  41 24 31.57624(N)    097 17 49.33325(W) AD(       ) 1
 MK1291  NGVD 29 (??/??/92)  432.327  (m)         1418.39   (f) ADJ UNCH    2 0
 MK1291
 MK1291.Superseded values are not recommended for survey control.
 MK1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1291.See file dsdata.txt to determine how the superseded data were derived.
 MK1291
 MK1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4233685535(NAD 83)
 MK1291_MARKER: DB = BENCH MARK DISK
 MK1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1291_SP_SET: CONCRETE POST
 MK1291_STAMPING: R 134 1935
 MK1291_MARK LOGO: CGS   
 MK1291_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1291+STABILITY: SURFACE MOTION
 MK1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1291+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1989
 MK1291
 MK1291  HISTORY     - Date     Condition        Report By
 MK1291  HISTORY     - 1935     MONUMENTED       CGS
 MK1291  HISTORY     - 1950     GOOD             NGS
 MK1291  HISTORY     - 19890418 GOOD             NGS
 MK1291
 MK1291                          STATION DESCRIPTION
 MK1291
 MK1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1291'3.6 MI SE FROM COLUMBUS.
 MK1291'3.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1291'RAILROAD FROM THE STATION AT COLUMBUS, 0.3 MILE WEST OF MILEPOST
 MK1291'67, AT A PRIVATE ROAD CROSSING, 82 FEET EAST OF THE CENTER LINE
 MK1291'OF A PRIVATE DRIVEWAY LEADING NORTH, 41 FEET SOUTH OF THE SOUTH RAIL,
 MK1291'38 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING EAST ALONG
 MK1291'THE RAILROAD, 35.4 FEET EAST OF A TELEPHONE POLE, 1 FOOT NORTH OF
 MK1291'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1291'0.4 FOOT ABOVE THE GROUND.
 MK1291
 MK1291                          STATION RECOVERY (1989)
 MK1291
 MK1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MK1291'THE STATION IS LOCATED ABOUT 5.6 KM (3.50 MI) SOUTHEAST OF COLUMBUS,
 MK1291'1.6 KM (1.00 MI) SOUTH OF 8TH STREET, ALONG A GRAVEL ROAD
 MK1291'RIGHT-OF-WAY.
 MK1291'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 81
 MK1291'SOUTH, IN COLUMBUS, GO EAST ON U.S. HIGHWAY 30 FOR 4.84 KM (3.00 MI)
 MK1291'TO THE JUNCTION WITH EAST 14TH AVENUE ON THE RIGHT.  TURN RIGHT AND GO
 MK1291'SOUTH ON EAST 14TH AVENUE FOR 3.22 KM (2.00 MI) TO THE JUNCTION WITH A
 MK1291'GRAVEL ROAD.  TURN LEFT AND GO EAST ON THE GRAVEL ROAD FOR 1.55 KM
 MK1291'(0.95 MI) TO A PRIVATE DIRT ROAD NORTH AND THE STATION ON THE LEFT.
 MK1291'THE STATION MARK IS SET 25.3 M (83.0 FT) EAST-SOUTHEAST OF THE CENTER
 MK1291'OF THE PRIVATE DIRT ROAD, 11.9 M (39.0 FT) NORTH-NORTHEAST OF THE
 MK1291'GRAVEL ROAD, 11.6 M (38.1 FT) EAST-SOUTHEAST OF A TELEPHONE JUNCTION
 MK1291'BOX AND O.3 M SOUTH-SOUTHWEST OF A WITNESS POST.
 MK1291'DESCRIBED BY G.F.SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0699 ***********************************************************************
 LG0699  DESIGNATION -  R 135
 LG0699  PID         -  LG0699
 LG0699  STATE/COUNTY-  NE/YORK
 LG0699  USGS QUAD   -  YORK NORTH (1980)
 LG0699
 LG0699                         *CURRENT SURVEY CONTROL
 LG0699  ___________________________________________________________________
 LG0699* NAD 83(1986)-  40 57 34.     (N)    097 36 25.     (W)     SCALED    
 LG0699* NAVD 88     -       496.572  (meters)    1629.17   (feet)  ADJUSTED  
 LG0699  ___________________________________________________________________
 LG0699  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 LG0699  DYNAMIC HT  -         496.314 (meters)    1628.32  (feet)  COMP
 LG0699  MODELED GRAV-     980,091.3   (mgal)                       NAVD 88
 LG0699
 LG0699  VERT ORDER  -  SECOND    CLASS 0
 LG0699
 LG0699.The horizontal coordinates were scaled from a topographic map and have
 LG0699.an estimated accuracy of +/- 6 seconds.
 LG0699
 LG0699.The orthometric height was determined by differential leveling
 LG0699.and adjusted by the National Geodetic Survey in June 1991..
 LG0699
 LG0699.The geoid height was determined by GEOID03.
 LG0699
 LG0699.The dynamic height is computed by dividing the NAVD 88
 LG0699.geopotential number by the normal gravity value computed on the
 LG0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0699.degrees latitude (g = 980.6199 gals.).
 LG0699
 LG0699.The modeled gravity was interpolated from observed gravity values.
 LG0699
 LG0699;                    North         East    Units  Estimated Accuracy
 LG0699;SPC NE       -   127,820.      701,380.      MT  (+/- 180 meters Scaled)
 LG0699
 LG0699                          SUPERSEDED SURVEY CONTROL
 LG0699
 LG0699  NGVD 29 (??/??/92)  496.370  (m)         1628.51   (f) ADJ UNCH    2 0
 LG0699
 LG0699.Superseded values are not recommended for survey control.
 LG0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0699.See file dsdata.txt to determine how the superseded data were derived.
 LG0699
 LG0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL172351(NAD 83)
 LG0699_MARKER: DB = BENCH MARK DISK
 LG0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0699_STAMPING: R 135 1935
 LG0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0699+STABILITY: SURFACE MOTION
 LG0699
 LG0699  HISTORY     - Date     Condition        Report By
 LG0699  HISTORY     - 1935     MONUMENTED       CGS
 LG0699  HISTORY     - 1967     MARK NOT FOUND   NGS
 LG0699
 LG0699                          STATION DESCRIPTION
 LG0699
 LG0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0699'6.3 MI N FROM YORK.
 LG0699'6.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0699'FROM THE STATION AT YORK, YORK COUNTY, 13 RAILS NORTH OF TRESTLE
 LG0699'141.12, AT A ROAD CROSSING, 46.8 FEET NORTHEAST OF THE CENTER
 LG0699'OF THE CROSSING, 44.5 FEET EAST OF THE EAST RAIL OF THE MAIN
 LG0699'TRACK, AND 3 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED
 LG0699'R 135 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0699
 LG0699                          STATION RECOVERY (1967)
 LG0699
 LG0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LG0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0146 ***********************************************************************
 LH0146  DESIGNATION -  R 138
 LH0146  PID         -  LH0146
 LH0146  STATE/COUNTY-  NE/HAMILTON
 LH0146  USGS QUAD   -  PHILLIPS (1962)
 LH0146
 LH0146                         *CURRENT SURVEY CONTROL
 LH0146  ___________________________________________________________________
 LH0146* NAD 83(1986)-  40 53 36.     (N)    098 14 44.     (W)     SCALED    
 LH0146* NAVD 88     -       565.750  (meters)    1856.13   (feet)  ADJUSTED  
 LH0146  ___________________________________________________________________
 LH0146  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 LH0146  DYNAMIC HT  -         565.452 (meters)    1855.15  (feet)  COMP
 LH0146  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 LH0146
 LH0146  VERT ORDER  -  SECOND    CLASS 0
 LH0146
 LH0146.The horizontal coordinates were scaled from a topographic map and have
 LH0146.an estimated accuracy of +/- 6 seconds.
 LH0146
 LH0146.The orthometric height was determined by differential leveling
 LH0146.and adjusted by the National Geodetic Survey in June 1991..
 LH0146
 LH0146.The geoid height was determined by GEOID03.
 LH0146
 LH0146.The dynamic height is computed by dividing the NAVD 88
 LH0146.geopotential number by the normal gravity value computed on the
 LH0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0146.degrees latitude (g = 980.6199 gals.).
 LH0146
 LH0146.The modeled gravity was interpolated from observed gravity values.
 LH0146
 LH0146;                    North         East    Units  Estimated Accuracy
 LH0146;SPC NE       -   119,190.      647,800.      MT  (+/- 180 meters Scaled)
 LH0146
 LH0146                          SUPERSEDED SURVEY CONTROL
 LH0146
 LH0146  NGVD 29 (??/??/92)  565.504  (m)         1855.32   (f) ADJ UNCH    2 0
 LH0146
 LH0146.Superseded values are not recommended for survey control.
 LH0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0146.See file dsdata.txt to determine how the superseded data were derived.
 LH0146
 LH0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL635271(NAD 83)
 LH0146_MARKER: DB = BENCH MARK DISK
 LH0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0146_SP_SET: WALL
 LH0146_STAMPING: R 138 1935
 LH0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0146
 LH0146  HISTORY     - Date     Condition        Report By
 LH0146  HISTORY     - 1935     MONUMENTED       CGS
 LH0146  HISTORY     - 1977     GOOD             LOCENG
 LH0146
 LH0146                          STATION DESCRIPTION
 LH0146
 LH0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0146'1.6 MI W FROM PHILLIPS.
 LH0146'IN HAMILTON COUNTY, 1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LH0146'AND QUINCY RAILROAD FROM THE STATION AT PHILLIPS, HAMILTON COUNTY,
 LH0146'5.6 MILES SOUTHEAST OF THE STATION AT GRAND ISLAND, HALL COUNTY,
 LH0146'0.2 MILE EAST OF MILEPOST 91, AT BRIDGE 90.45, IN THE TOP OF
 LH0146'THE SOUTHWEST CORNER OF THE SOUTH PARAPET WALL, AND 8.2 FEET
 LH0146'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED R 138 1935.
 LH0146
 LH0146                          STATION RECOVERY (1977)
 LH0146
 LH0146'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LH0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0122 ***********************************************************************
 MK0122  DESIGNATION -  R 139
 MK0122  PID         -  MK0122
 MK0122  STATE/COUNTY-  NE/BURT
 MK0122  USGS QUAD   -  LYONS (1966)
 MK0122
 MK0122                         *CURRENT SURVEY CONTROL
 MK0122  ___________________________________________________________________
 MK0122* NAD 83(1986)-  41 56 13.     (N)    096 28 43.     (W)     SCALED    
 MK0122* NAVD 88     -       390.231  (meters)    1280.28   (feet)  ADJUSTED  
 MK0122  ___________________________________________________________________
 MK0122  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 MK0122  DYNAMIC HT  -         390.092 (meters)    1279.83  (feet)  COMP
 MK0122  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 MK0122
 MK0122  VERT ORDER  -  SECOND    CLASS 0
 MK0122
 MK0122.The horizontal coordinates were scaled from a topographic map and have
 MK0122.an estimated accuracy of +/- 6 seconds.
 MK0122
 MK0122.The orthometric height was determined by differential leveling
 MK0122.and adjusted by the National Geodetic Survey in June 1991..
 MK0122
 MK0122.The geoid height was determined by GEOID03.
 MK0122
 MK0122.The dynamic height is computed by dividing the NAVD 88
 MK0122.geopotential number by the normal gravity value computed on the
 MK0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0122.degrees latitude (g = 980.6199 gals.).
 MK0122
 MK0122.The modeled gravity was interpolated from observed gravity values.
 MK0122
 MK0122;                    North         East    Units  Estimated Accuracy
 MK0122;SPC NE       -   239,500.      791,870.      MT  (+/- 180 meters Scaled)
 MK0122
 MK0122                          SUPERSEDED SURVEY CONTROL
 MK0122
 MK0122  NGVD 29 (??/??/92)  390.087  (m)         1279.81   (f) ADJ UNCH    2 0
 MK0122
 MK0122.Superseded values are not recommended for survey control.
 MK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0122.See file dsdata.txt to determine how the superseded data were derived.
 MK0122
 MK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM090458(NAD 83)
 MK0122_MARKER: DB = BENCH MARK DISK
 MK0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0122_STAMPING: R 139 1935
 MK0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0122+STABILITY: SURFACE MOTION
 MK0122
 MK0122  HISTORY     - Date     Condition        Report By
 MK0122  HISTORY     - 1935     MONUMENTED       CGS
 MK0122
 MK0122                          STATION DESCRIPTION
 MK0122
 MK0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0122'0.3 MI N FROM LYONS.
 MK0122'0.3 MILE NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 MK0122'OMAHA RAILWAY FROM THE STATION AT LYONS, BURT COUNTY, 115 FEET
 MK0122'SOUTHEAST OF THE MAIN STREET CROSSING, 110 FEET SOUTH OF THE
 MK0122'CENTERLINE OF MAIN STREET, 37.5 FEET NORTH OF THE NORTHEAST
 MK0122'CORNER OF A TOOL HOUSE, AND 27.4 FEET EAST OF THE EAST RAIL OF
 MK0122'THE MAIN TRACK.  A STANDARD DISK, STAMPED R 139 1935 AND SET IN
 MK0122'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0640 ***********************************************************************
 LG0640  DESIGNATION -  R 14
 LG0640  PID         -  LG0640
 LG0640  STATE/COUNTY-  NE/FILLMORE
 LG0640  USGS QUAD   -  FAIRMONT (1969)
 LG0640
 LG0640                         *CURRENT SURVEY CONTROL
 LG0640  ___________________________________________________________________
 LG0640* NAD 83(1986)-  40 38 17.     (N)    097 34 25.     (W)     SCALED    
 LG0640* NAVD 88     -       499.997  (meters)    1640.41   (feet)  ADJUSTED  
 LG0640  ___________________________________________________________________
 LG0640  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 LG0640  DYNAMIC HT  -         499.723 (meters)    1639.51  (feet)  COMP
 LG0640  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 LG0640
 LG0640  VERT ORDER  -  FIRST     CLASS II
 LG0640
 LG0640.The horizontal coordinates were scaled from a topographic map and have
 LG0640.an estimated accuracy of +/- 6 seconds.
 LG0640
 LG0640.The orthometric height was determined by differential leveling
 LG0640.and adjusted by the National Geodetic Survey in June 1991..
 LG0640
 LG0640.The geoid height was determined by GEOID03.
 LG0640
 LG0640.The dynamic height is computed by dividing the NAVD 88
 LG0640.geopotential number by the normal gravity value computed on the
 LG0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0640.degrees latitude (g = 980.6199 gals.).
 LG0640
 LG0640.The modeled gravity was interpolated from observed gravity values.
 LG0640
 LG0640;                    North         East    Units  Estimated Accuracy
 LG0640;SPC NE       -    92,230.      705,180.      MT  (+/- 180 meters Scaled)
 LG0640
 LG0640                          SUPERSEDED SURVEY CONTROL
 LG0640
 LG0640  NGVD 29 (??/??/92)  499.823  (m)         1639.84   (f) ADJ UNCH    1 2
 LG0640
 LG0640.Superseded values are not recommended for survey control.
 LG0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0640.See file dsdata.txt to determine how the superseded data were derived.
 LG0640
 LG0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK206995(NAD 83)
 LG0640_MARKER: DB = BENCH MARK DISK
 LG0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0640_STAMPING: 1639.767 R 14 1933
 LG0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0640+STABILITY: SURFACE MOTION
 LG0640
 LG0640  HISTORY     - Date     Condition        Report By
 LG0640  HISTORY     - 1933     MONUMENTED       CGS
 LG0640  HISTORY     - 1934     GOOD             NGS
 LG0640  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LG0640
 LG0640                          STATION DESCRIPTION
 LG0640
 LG0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LG0640'0.7 MI E FROM FAIRMONT.
 LG0640'0.7 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0640'FROM THE STATION AT FAIRMONT, FILLMORE COUNTY, 9-1/2 RAILS WEST OF
 LG0640'TOWER 112.3, 150 FEET NORTH OF THE CENTERLINE OF THE ROAD, 36 FEET
 LG0640'NORTH OF THE CENTERLINE OF THE TRACK, 33 FEET EAST OF A FENCE
 LG0640'CORNER, AND 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A
 LG0640'STANDARD DISK, STAMPED 1639.767 R 14 1933 AND SET IN THE TOP OF A
 LG0640'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LG0640
 LG0640                          STATION RECOVERY (1991)
 LG0640
 LG0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0640'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1076 ***********************************************************************
 MK1076  DESIGNATION -  R 140
 MK1076  PID         -  MK1076
 MK1076  STATE/COUNTY-  NE/CUMING
 MK1076  USGS QUAD   -  WEST POINT (1983)
 MK1076
 MK1076                         *CURRENT SURVEY CONTROL
 MK1076  ___________________________________________________________________
 MK1076* NAD 83(1986)-  41 52 08.     (N)    096 43 11.     (W)     SCALED    
 MK1076* NAVD 88     -       399.783  (meters)    1311.62   (feet)  ADJUSTED  
 MK1076  ___________________________________________________________________
 MK1076  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 MK1076  DYNAMIC HT  -         399.636 (meters)    1311.14  (feet)  COMP
 MK1076  MODELED GRAV-     980,242.6   (mgal)                       NAVD 88
 MK1076
 MK1076  VERT ORDER  -  SECOND    CLASS 0
 MK1076
 MK1076.The horizontal coordinates were scaled from a topographic map and have
 MK1076.an estimated accuracy of +/- 6 seconds.
 MK1076
 MK1076.The orthometric height was determined by differential leveling
 MK1076.and adjusted by the National Geodetic Survey in June 1991..
 MK1076
 MK1076.The geoid height was determined by GEOID03.
 MK1076
 MK1076.The dynamic height is computed by dividing the NAVD 88
 MK1076.geopotential number by the normal gravity value computed on the
 MK1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1076.degrees latitude (g = 980.6199 gals.).
 MK1076
 MK1076.The modeled gravity was interpolated from observed gravity values.
 MK1076
 MK1076;                    North         East    Units  Estimated Accuracy
 MK1076;SPC NE       -   231,160.      772,180.      MT  (+/- 180 meters Scaled)
 MK1076
 MK1076                          SUPERSEDED SURVEY CONTROL
 MK1076
 MK1076  NGVD 29 (??/??/92)  399.641  (m)         1311.16   (f) ADJ UNCH    2 0
 MK1076
 MK1076.Superseded values are not recommended for survey control.
 MK1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1076.See file dsdata.txt to determine how the superseded data were derived.
 MK1076
 MK1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM892377(NAD 83)
 MK1076_MARKER: DB = BENCH MARK DISK
 MK1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1076_STAMPING: R-140-1935
 MK1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1076+STABILITY: SURFACE MOTION
 MK1076
 MK1076  HISTORY     - Date     Condition        Report By
 MK1076  HISTORY     - 1935     MONUMENTED       CGS
 MK1076  HISTORY     - 1965     MARK NOT FOUND   NGS
 MK1076
 MK1076                          STATION DESCRIPTION
 MK1076
 MK1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1076'2 MI NW FROM WEST POINT.
 MK1076'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN WEST POINT
 MK1076'AND PILGER, 84.0 FEET NORTH OF MILE POST NO. 39, 80.0 FEET
 MK1076'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY NO. 8, 46.0 FEET
 MK1076'NORTHEAST OF THE NORTHEAST RAIL.
 MK1076
 MK1076                          STATION RECOVERY (1965)
 MK1076
 MK1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MK1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0293 ***********************************************************************
 MK0293  DESIGNATION -  R 141
 MK0293  PID         -  MK0293
 MK0293  STATE/COUNTY-  NE/BURT
 MK0293  USGS QUAD   -  TEKAMAH NW (1970)
 MK0293
 MK0293                         *CURRENT SURVEY CONTROL
 MK0293  ___________________________________________________________________
 MK0293* NAD 83(1986)-  41 59 38.     (N)    096 14 00.     (W)     SCALED    
 MK0293* NAVD 88     -       317.807  (meters)    1042.67   (feet)  ADJUSTED  
 MK0293  ___________________________________________________________________
 MK0293  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 MK0293  DYNAMIC HT  -         317.694 (meters)    1042.30  (feet)  COMP
 MK0293  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 MK0293
 MK0293  VERT ORDER  -  SECOND    CLASS 0
 MK0293
 MK0293.The horizontal coordinates were scaled from a topographic map and have
 MK0293.an estimated accuracy of +/- 6 seconds.
 MK0293
 MK0293.The orthometric height was determined by differential leveling
 MK0293.and adjusted by the National Geodetic Survey in June 1991..
 MK0293
 MK0293.The geoid height was determined by GEOID03.
 MK0293
 MK0293.The dynamic height is computed by dividing the NAVD 88
 MK0293.geopotential number by the normal gravity value computed on the
 MK0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0293.degrees latitude (g = 980.6199 gals.).
 MK0293
 MK0293.The modeled gravity was interpolated from observed gravity values.
 MK0293
 MK0293;                    North         East    Units  Estimated Accuracy
 MK0293;SPC NE       -   246,680.      811,910.      MT  (+/- 180 meters Scaled)
 MK0293
 MK0293                          SUPERSEDED SURVEY CONTROL
 MK0293
 MK0293  NGVD 29 (??/??/92)  317.665  (m)         1042.21   (f) ADJ UNCH    2 0
 MK0293
 MK0293.Superseded values are not recommended for survey control.
 MK0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0293.See file dsdata.txt to determine how the superseded data were derived.
 MK0293
 MK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM291528(NAD 83)
 MK0293_MARKER: DB = BENCH MARK DISK
 MK0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0293_STAMPING: R-141 1935
 MK0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0293+STABILITY: SURFACE MOTION
 MK0293
 MK0293  HISTORY     - Date     Condition        Report By
 MK0293  HISTORY     - 1935     MONUMENTED       CGS
 MK0293  HISTORY     - 1947     MARK NOT FOUND   NGS
 MK0293
 MK0293                          STATION DESCRIPTION
 MK0293
 MK0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0293'3.5 MI SE FROM DECATUR.
 MK0293'ON ROAD TO FERRY LANDING ALONG THE MISSOURI RIVER BETWEEN
 MK0293'DECATUR AND ONAWA, TO REACH FROM DECATUR FOLLOW U.S. HIGHWAY NO.
 MK0293'73E FOR 1.5 MILES SOUTH, THENCE LEFT ON A CROSS ROAD IN AN
 MK0293'EASTERLY DIRECTION FOR 1.3 MILES, THEN TURN LEFT ON CROSS ROAD
 MK0293'LEADING TO FERRY LANDING, 0.7 MILES ABOUT 120 FEET EAST OF THE
 MK0293'ROAD, 25 FEET SOUTHWEST OF THE NEBRASKA BANK OF THE MISSOURI
 MK0293'RIVER.
 MK0293
 MK0293                          STATION RECOVERY (1947)
 MK0293
 MK0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MK0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0090 ***********************************************************************
 LH0090  DESIGNATION -  R 15
 LH0090  PID         -  LH0090
 LH0090  STATE/COUNTY-  NE/CLAY
 LH0090  USGS QUAD   -  HASTINGS EAST (1983)
 LH0090
 LH0090                         *CURRENT SURVEY CONTROL
 LH0090  ___________________________________________________________________
 LH0090* NAD 83(1986)-  40 35 17.     (N)    098 16 40.     (W)     SCALED    
 LH0090* NAVD 88     -       570.529  (meters)    1871.81   (feet)  ADJUSTED  
 LH0090  ___________________________________________________________________
 LH0090  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 LH0090  DYNAMIC HT  -         570.215 (meters)    1870.78  (feet)  COMP
 LH0090  MODELED GRAV-     980,055.5   (mgal)                       NAVD 88
 LH0090
 LH0090  VERT ORDER  -  FIRST     CLASS II
 LH0090
 LH0090.The horizontal coordinates were scaled from a topographic map and have
 LH0090.an estimated accuracy of +/- 6 seconds.
 LH0090
 LH0090.The orthometric height was determined by differential leveling
 LH0090.and adjusted by the National Geodetic Survey in June 1991..
 LH0090
 LH0090.The geoid height was determined by GEOID03.
 LH0090
 LH0090.The dynamic height is computed by dividing the NAVD 88
 LH0090.geopotential number by the normal gravity value computed on the
 LH0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0090.degrees latitude (g = 980.6199 gals.).
 LH0090
 LH0090.The modeled gravity was interpolated from observed gravity values.
 LH0090
 LH0090;                    North         East    Units  Estimated Accuracy
 LH0090;SPC NE       -    85,250.      645,760.      MT  (+/- 180 meters Scaled)
 LH0090
 LH0090                          SUPERSEDED SURVEY CONTROL
 LH0090
 LH0090  NGVD 29 (??/??/92)  570.308  (m)         1871.09   (f) ADJ UNCH    1 2
 LH0090
 LH0090.Superseded values are not recommended for survey control.
 LH0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0090.See file dsdata.txt to determine how the superseded data were derived.
 LH0090
 LH0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK611932(NAD 83)
 LH0090_MARKER: DB = BENCH MARK DISK
 LH0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0090_SP_SET: CONCRETE POST
 LH0090_STAMPING: R 15 1933 1871.151
 LH0090_MARK LOGO: CGS   
 LH0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0090+STABILITY: SURFACE MOTION
 LH0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0090+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1991
 LH0090
 LH0090  HISTORY     - Date     Condition        Report By
 LH0090  HISTORY     - 1933     MONUMENTED       CGS
 LH0090  HISTORY     - 1934     GOOD             NGS
 LH0090  HISTORY     - 19911006 GOOD             NGS
 LH0090
 LH0090                          STATION DESCRIPTION
 LH0090
 LH0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0090'1.1 MI E FROM HALLORAN.
 LH0090'IN CLAY COUNTY, 1.1 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LH0090'AND QUINCY RAILROAD FROM THE STATION SIGN AT HALLORAN, ADAMS
 LH0090'COUNTY, 0.4 MILE WEST OF MILEPOST 150, 3-1/2 RAILS WEST OF TOWER
 LH0090'S 150.4, 38 FEET EAST OF THE CLAY-ADAMS COUNTY LINE, AT A
 LH0090'ROAD CROSSING, 84.2 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LH0090'38 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 6 FEET SOUTH OF A
 LH0090'POLE.  A STANDARD DISK, STAMPED 1871.151 R 15 1933 AND SET IN THE
 LH0090'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LH0090
 LH0090                          STATION RECOVERY (1991)
 LH0090
 LH0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0090'11.1 KM (6.90 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LH0090'U.S. HIGHWAY 281 IN HASTINGS, THENCE 0.6 KM (0.35 MI) NORTHERLY
 LH0090'ALONG 75TH AVENUE, 24.9 M (81.7 FT) SOUTH OF THE NEAR RAIL OF THE
 LH0090'BURLINGTON NORTHERN RAILROAD, 12.3 M (40.4 FT) EAST OF THE CENTER OF
 LH0090'THE AVENUE, 2.4 M (7.9 FT) SOUTHWEST OF A UTILITY POLE WITH TWO GUY
 LH0090'CABLES, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT)
 LH0090'WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LH0090'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0252 ***********************************************************************
 LJ0252  DESIGNATION -  R 158
 LJ0252  PID         -  LJ0252
 LJ0252  STATE/COUNTY-  NE/CHASE
 LJ0252  USGS QUAD   -  ENDERS (1973)
 LJ0252
 LJ0252                         *CURRENT SURVEY CONTROL
 LJ0252  ___________________________________________________________________
 LJ0252* NAD 83(1986)-  40 27 07.     (N)    101 32 02.     (W)     SCALED    
 LJ0252* NAVD 88     -       957.430  (meters)    3141.17   (feet)  ADJUSTED  
 LJ0252  ___________________________________________________________________
 LJ0252  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 LJ0252  DYNAMIC HT  -         956.778 (meters)    3139.03  (feet)  COMP
 LJ0252  MODELED GRAV-     979,912.2   (mgal)                       NAVD 88
 LJ0252
 LJ0252  VERT ORDER  -  SECOND    CLASS 0
 LJ0252
 LJ0252.The horizontal coordinates were scaled from a topographic map and have
 LJ0252.an estimated accuracy of +/- 6 seconds.
 LJ0252
 LJ0252.The orthometric height was determined by differential leveling
 LJ0252.and adjusted by the National Geodetic Survey in June 1991..
 LJ0252
 LJ0252.The geoid height was determined by GEOID03.
 LJ0252
 LJ0252.The dynamic height is computed by dividing the NAVD 88
 LJ0252.geopotential number by the normal gravity value computed on the
 LJ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0252.degrees latitude (g = 980.6199 gals.).
 LJ0252
 LJ0252.The modeled gravity was interpolated from observed gravity values.
 LJ0252
 LJ0252;                    North         East    Units  Estimated Accuracy
 LJ0252;SPC NE       -    69,840.      369,910.      MT  (+/- 180 meters Scaled)
 LJ0252
 LJ0252                          SUPERSEDED SURVEY CONTROL
 LJ0252
 LJ0252  NGVD 29 (??/??/92)  957.051  (m)         3139.92   (f) ADJ UNCH    2 0
 LJ0252
 LJ0252.Superseded values are not recommended for survey control.
 LJ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0252.See file dsdata.txt to determine how the superseded data were derived.
 LJ0252
 LJ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK851810(NAD 83)
 LJ0252_MARKER: DB = BENCH MARK DISK
 LJ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0252_STAMPING: R-158 1934
 LJ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0252+STABILITY: SURFACE MOTION
 LJ0252
 LJ0252  HISTORY     - Date     Condition        Report By
 LJ0252  HISTORY     - 1934     MONUMENTED       CGS
 LJ0252  HISTORY     - 1941     GOOD             NGS
 LJ0252
 LJ0252                          STATION DESCRIPTION
 LJ0252
 LJ0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0252'AT ENDERS.
 LJ0252'AT ENDERS, ON CHICAGO, BURLINGTON AND QUINCY RAILROAD.  80
 LJ0252'FEET EAST OF STATION.  33 FEET SOUTH OF CENTER LINE OF TRACK,
 LJ0252'AND 36 FEET WEST OF CENTER LINE OF ROAD.
 LJ0252
 LJ0252                          STATION RECOVERY (1941)
 LJ0252
 LJ0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LJ0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0106 ***********************************************************************
 LJ0106  DESIGNATION -  R 159
 LJ0106  PID         -  LJ0106
 LJ0106  STATE/COUNTY-  NE/HITCHCOCK
 LJ0106  USGS QUAD   -  BEVERLY (1973)
 LJ0106
 LJ0106                         *CURRENT SURVEY CONTROL
 LJ0106  ___________________________________________________________________
 LJ0106* NAD 83(1986)-  40 22 27.     (N)    100 54 30.     (W)     SCALED    
 LJ0106* NAVD 88     -       832.394  (meters)    2730.95   (feet)  ADJUSTED  
 LJ0106  ___________________________________________________________________
 LJ0106  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 LJ0106  DYNAMIC HT  -         831.843 (meters)    2729.14  (feet)  COMP
 LJ0106  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 LJ0106
 LJ0106  VERT ORDER  -  SECOND    CLASS 0
 LJ0106
 LJ0106.The horizontal coordinates were scaled from a topographic map and have
 LJ0106.an estimated accuracy of +/- 6 seconds.
 LJ0106
 LJ0106.The orthometric height was determined by differential leveling
 LJ0106.and adjusted by the National Geodetic Survey in June 1991..
 LJ0106
 LJ0106.The geoid height was determined by GEOID03.
 LJ0106
 LJ0106.The dynamic height is computed by dividing the NAVD 88
 LJ0106.geopotential number by the normal gravity value computed on the
 LJ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0106.degrees latitude (g = 980.6199 gals.).
 LJ0106
 LJ0106.The modeled gravity was interpolated from observed gravity values.
 LJ0106
 LJ0106;                    North         East    Units  Estimated Accuracy
 LJ0106;SPC NE       -    60,460.      422,870.      MT  (+/- 180 meters Scaled)
 LJ0106
 LJ0106                          SUPERSEDED SURVEY CONTROL
 LJ0106
 LJ0106  NGVD 29 (??/??/92)  832.058  (m)         2729.84   (f) ADJ UNCH    2 0
 LJ0106
 LJ0106.Superseded values are not recommended for survey control.
 LJ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0106.See file dsdata.txt to determine how the superseded data were derived.
 LJ0106
 LJ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK379710(NAD 83)
 LJ0106_MARKER: DB = BENCH MARK DISK
 LJ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0106_STAMPING: R 159 1934
 LJ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0106+STABILITY: SURFACE MOTION
 LJ0106
 LJ0106  HISTORY     - Date     Condition        Report By
 LJ0106  HISTORY     - 1934     MONUMENTED       CGS
 LJ0106  HISTORY     - 1967     MARK NOT FOUND   NGS
 LJ0106
 LJ0106                          STATION DESCRIPTION
 LJ0106
 LJ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0106'13.6 MI S FROM HAYES CENTER.
 LJ0106'13.6 MILES SOUTH OF I.O.O.F. BLDG. AT HAYES CENTER, 1/4 MILE
 LJ0106'NORTH OF WINDMILL AND OLD BUILDING.  24 FEET EAST OF CENTERLINE
 LJ0106'OF HIGHWAY 17.  IN PROPERTY LINE.
 LJ0106
 LJ0106                          STATION RECOVERY (1967)
 LJ0106
 LJ0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LJ0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0659 ***********************************************************************
 ML0659  DESIGNATION -  R 16
 ML0659  PID         -  ML0659
 ML0659  STATE/COUNTY-  NE/CUSTER
 ML0659  USGS QUAD   -  ANSLEY (1978)
 ML0659
 ML0659                         *CURRENT SURVEY CONTROL
 ML0659  ___________________________________________________________________
 ML0659* NAD 83(1986)-  41 16 04.     (N)    099 23 09.     (W)     SCALED    
 ML0659* NAVD 88     -       709.360  (meters)    2327.29   (feet)  ADJUSTED  
 ML0659  ___________________________________________________________________
 ML0659  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 ML0659  DYNAMIC HT  -         708.982 (meters)    2326.05  (feet)  COMP
 ML0659  MODELED GRAV-     980,066.4   (mgal)                       NAVD 88
 ML0659
 ML0659  VERT ORDER  -  FIRST     CLASS II
 ML0659
 ML0659.The horizontal coordinates were scaled from a topographic map and have
 ML0659.an estimated accuracy of +/- 6 seconds.
 ML0659
 ML0659.The orthometric height was determined by differential leveling
 ML0659.and adjusted by the National Geodetic Survey in June 1991..
 ML0659
 ML0659.The geoid height was determined by GEOID03.
 ML0659
 ML0659.The dynamic height is computed by dividing the NAVD 88
 ML0659.geopotential number by the normal gravity value computed on the
 ML0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0659.degrees latitude (g = 980.6199 gals.).
 ML0659
 ML0659.The modeled gravity was interpolated from observed gravity values.
 ML0659
 ML0659;                    North         East    Units  Estimated Accuracy
 ML0659;SPC NE       -   159,440.      551,450.      MT  (+/- 180 meters Scaled)
 ML0659
 ML0659                          SUPERSEDED SURVEY CONTROL
 ML0659
 ML0659  NGVD 29 (??/??/92)  709.117  (m)         2326.49   (f) ADJ UNCH    1 2
 ML0659
 ML0659.Superseded values are not recommended for survey control.
 ML0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0659.See file dsdata.txt to determine how the superseded data were derived.
 ML0659
 ML0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML676685(NAD 83)
 ML0659_MARKER: DB = BENCH MARK DISK
 ML0659_SETTING: 0 = UNSPECIFIED SETTING
 ML0659_STAMPING: R 16 1933
 ML0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0659
 ML0659  HISTORY     - Date     Condition        Report By
 ML0659  HISTORY     - 1933     MONUMENTED       CGS
 ML0659  HISTORY     - 1968     GOOD             NGS
 ML0659
 ML0659                          STATION DESCRIPTION
 ML0659
 ML0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ML0659'1.5 MI S FROM ANSLEY.
 ML0659'TO REACH FROM THE BLACKTOP ROAD WEST OF THE RAILROAD DEPOT IN
 ML0659'ANSLEY, GO SOUTH AND SOUTHEAST ON A BLACKTOP ROAD FOR 1.1 MILES
 ML0659'TO WHERE U.S. HIGHWAY 183 TURNS SOUTH.  TURN RIGHT AND GO SOUTH
 ML0659'ON U.S. HIGHWAY 183 FOR 0.7 MILE TO A ROAD ON THE RIGHT.  TURN
 ML0659'SHARP RIGHT AND GO NORTH ON OLD U.S. HIGHWAY 183 FOR 0.3 MILE TO
 ML0659'HOUSE ON THE LEFT AND THE MARK ON THE RIGHT.  ABOUT 125 FEET EAST
 ML0659'OF THE HOUSE OF MR. J.W. PHILLIPS, 30 FEET EAST OF THE OLD
 ML0659'HIGHWAY, 16 FEET NORTH OF A GATE, 1 FOOT EAST OF A METAL WITNESS
 ML0659'POST, AND PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0266 ***********************************************************************
 LJ0266  DESIGNATION -  R 160
 LJ0266  PID         -  LJ0266
 LJ0266  STATE/COUNTY-  NE/CHASE
 LJ0266  USGS QUAD   -  IMPERIAL NW (1973)
 LJ0266
 LJ0266                         *CURRENT SURVEY CONTROL
 LJ0266  ___________________________________________________________________
 LJ0266* NAD 83(1986)-  40 39 17.     (N)    101 37 43.     (W)     SCALED    
 LJ0266* NAVD 88     -      1010.705  (meters)    3315.95   (feet)  ADJUSTED  
 LJ0266  ___________________________________________________________________
 LJ0266  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 LJ0266  DYNAMIC HT  -        1010.030 (meters)    3313.74  (feet)  COMP
 LJ0266  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 LJ0266
 LJ0266  VERT ORDER  -  SECOND    CLASS 0
 LJ0266
 LJ0266.The horizontal coordinates were scaled from a topographic map and have
 LJ0266.an estimated accuracy of +/- 6 seconds.
 LJ0266
 LJ0266.The orthometric height was determined by differential leveling
 LJ0266.and adjusted by the National Geodetic Survey in June 1991..
 LJ0266
 LJ0266.The geoid height was determined by GEOID03.
 LJ0266
 LJ0266.The dynamic height is computed by dividing the NAVD 88
 LJ0266.geopotential number by the normal gravity value computed on the
 LJ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0266.degrees latitude (g = 980.6199 gals.).
 LJ0266
 LJ0266.The modeled gravity was interpolated from observed gravity values.
 LJ0266
 LJ0266;                    North         East    Units  Estimated Accuracy
 LJ0266;SPC NE       -    92,500.      362,300.      MT  (+/- 180 meters Scaled)
 LJ0266
 LJ0266                          SUPERSEDED SURVEY CONTROL
 LJ0266
 LJ0266  NGVD 29 (??/??/92) 1010.304  (m)         3314.64   (f) ADJ UNCH    2 0
 LJ0266
 LJ0266.Superseded values are not recommended for survey control.
 LJ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0266.See file dsdata.txt to determine how the superseded data were derived.
 LJ0266
 LJ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL777037(NAD 83)
 LJ0266_MARKER: DB = BENCH MARK DISK
 LJ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0266_STAMPING: R 160 1934
 LJ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0266+STABILITY: SURFACE MOTION
 LJ0266
 LJ0266  HISTORY     - Date     Condition        Report By
 LJ0266  HISTORY     - 1934     MONUMENTED       CGS
 LJ0266
 LJ0266                          STATION DESCRIPTION
 LJ0266
 LJ0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0266'11.1 MI N FROM IMPERIAL.
 LJ0266'11.1 MILES NORTH OF BURLINGTON STATION AT IMPERIAL, ON HIGHWAY
 LJ0266'61 AT A CROSS ROAD TO EAST.  46 FEET EAST OF CENTER LINE
 LJ0266'OF HIGHWAY, AND 44 FEET NORTH CENTER LINE OF ROAD TO EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0267 ***********************************************************************
 LJ0267  DESIGNATION -  R 160 RESET
 LJ0267  PID         -  LJ0267
 LJ0267  STATE/COUNTY-  NE/CHASE
 LJ0267  USGS QUAD   -  IMPERIAL NW (1973)
 LJ0267
 LJ0267                         *CURRENT SURVEY CONTROL
 LJ0267  ___________________________________________________________________
 LJ0267* NAD 83(1995)-  40 39 17.31960(N)    101 37 43.35517(W)     ADJUSTED  
 LJ0267* NAVD 88     -      1010.68   (meters)    3315.9    (feet)  RESET     
 LJ0267  ___________________________________________________________________
 LJ0267  X           -    -976,883.329 (meters)                     COMP
 LJ0267  Y           -  -4,746,927.410 (meters)                     COMP
 LJ0267  Z           -   4,134,061.224 (meters)                     COMP
 LJ0267  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 LJ0267  ELLIP HEIGHT-         988.82  (meters)          (06/27/02) GPS OBS
 LJ0267  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 LJ0267
 LJ0267  HORZ ORDER  -  FIRST
 LJ0267  VERT ORDER  -  THIRD
 LJ0267  ELLP ORDER  -  FOURTH    CLASS I
 LJ0267
 LJ0267.The horizontal coordinates were established by GPS observations
 LJ0267.and adjusted by the National Geodetic Survey in August 1997..
 LJ0267
 LJ0267.The orthometric height was computed from unverified reset data.
 LJ0267
 LJ0267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LJ0267
 LJ0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0267
 LJ0267.The ellipsoidal height was determined by GPS observations
 LJ0267.and is referenced to NAD 83.
 LJ0267
 LJ0267.The geoid height was determined by GEOID03.
 LJ0267
 LJ0267;                    North         East     Units Scale Factor Converg.
 LJ0267;SPC NE       -    92,504.919   362,295.893   MT  0.99976799   -1 04 45.6
 LJ0267;UTM  14      - 4,503,761.662   277,760.190   MT  1.00020798   -1 42 47.9
 LJ0267
 LJ0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0267!SPC NE       -   0.99984491  x   0.99976799  =   0.99961294
 LJ0267!UTM  14      -   0.99984491  x   1.00020798  =   1.00005286
 LJ0267
 LJ0267                          SUPERSEDED SURVEY CONTROL
 LJ0267
 LJ0267  ELLIP H (08/18/97)  988.83   (m)                       GP(       ) 4 1
 LJ0267  ELLIP H (01/07/93)  988.69   (m)                       GP(       ) 4 2
 LJ0267  NAD 83(1986)-  40 39 17.31835(N)    101 37 43.35924(W) AD(       ) 1
 LJ0267  NGVD 29 (??/??/??) 1010.28   (m)         3314.6    (f) RESET       3  
 LJ0267
 LJ0267.Superseded values are not recommended for survey control.
 LJ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0267.See file dsdata.txt to determine how the superseded data were derived.
 LJ0267
 LJ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL7776003762(NAD 83)
 LJ0267_MARKER: DB = BENCH MARK DISK
 LJ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0267_SP_SET: CONCRETE POST
 LJ0267_STAMPING: R 160 RESET 1950
 LJ0267_MARK LOGO: NEDR  
 LJ0267_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0267+STABILITY: SURFACE MOTION
 LJ0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LJ0267+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1989
 LJ0267
 LJ0267  HISTORY     - Date     Condition        Report By
 LJ0267  HISTORY     - 1950     MONUMENTED       NEDR
 LJ0267  HISTORY     - 19890621 GOOD             NGS
 LJ0267
 LJ0267                          STATION DESCRIPTION
 LJ0267
 LJ0267'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1950
 LJ0267'11.1 MI N FROM IMPERIAL.
 LJ0267'11.1 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0267'BURLINGTON AND QUINCY RAILROAD STATION AT IMPERIAL, AT THE
 LJ0267'INTERSECTION OF A ROAD LEADING EAST, 44 FEET NORTH OF THE
 LJ0267'CENTERLINE OF THE ROAD, AND 50 FEET EAST OF THE CENTERLINE OF
 LJ0267'THE HIGHWAY AT SURVEY STATION 542+50.
 LJ0267
 LJ0267                          STATION RECOVERY (1989)
 LJ0267
 LJ0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LJ0267'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTH OF GRANT, 16 KM
 LJ0267'(9.95 MI) NORTH OF IMPERIAL, 5.0 KM (3.10 MI) SOUTH OF THE
 LJ0267'CHASE-PERKINS COUNTY LINE.
 LJ0267'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND STATE
 LJ0267'ROUTE 61, ABOUT 4.8 KM (3.00 MI) EAST OF GRANT, GO SOUTH ALONG STATE
 LJ0267'ROUTE 61 FOR 21.9 KM (13.60 MI) TO A DIRT ROAD AND THE STATION ON THE
 LJ0267'LEFT.
 LJ0267'THE STATION MARK IS SET 29.5 M (96.8 FT) WEST-SOUTHWEST OF THE
 LJ0267'NORTHWEST CORNER OF A CATTLE GUARD, 23.2 M (76.1 FT) SOUTH-SOUTHEAST
 LJ0267'OF A FENCE CORNER POST, 22.4 M (73.5 FT) WEST OF A FENCELINE, 21.8 M
 LJ0267'(71.5 FT) SOUTH-SOUTHWEST OF A GUYED UTILITY POLE, 14.4 M (47.2 FT)
 LJ0267'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD AND
 LJ0267'0.31 M (1.0 FT) WEST OF A WITNESS POST.
 LJ0267'DESCRIBED BY G.F.SMITH, EDITED BY R.D.BALL AND E.A.RICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0285 ***********************************************************************
 LJ0285  DESIGNATION -  R 161
 LJ0285  PID         -  LJ0285
 LJ0285  STATE/COUNTY-  NE/PERKINS
 LJ0285  USGS QUAD   -  MADRID (1973)
 LJ0285
 LJ0285                         *CURRENT SURVEY CONTROL
 LJ0285  ___________________________________________________________________
 LJ0285* NAD 83(1986)-  40 51 04.     (N)    101 30 25.     (W)     SCALED    
 LJ0285* NAVD 88     -      1005.968  (meters)    3300.41   (feet)  ADJUSTED  
 LJ0285  ___________________________________________________________________
 LJ0285  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 LJ0285  DYNAMIC HT  -        1005.309 (meters)    3298.25  (feet)  COMP
 LJ0285  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 LJ0285
 LJ0285  VERT ORDER  -  SECOND    CLASS 0
 LJ0285
 LJ0285.The horizontal coordinates were scaled from a topographic map and have
 LJ0285.an estimated accuracy of +/- 6 seconds.
 LJ0285
 LJ0285.The orthometric height was determined by differential leveling
 LJ0285.and adjusted by the National Geodetic Survey in June 1991..
 LJ0285
 LJ0285.The geoid height was determined by GEOID03.
 LJ0285
 LJ0285.The dynamic height is computed by dividing the NAVD 88
 LJ0285.geopotential number by the normal gravity value computed on the
 LJ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0285.degrees latitude (g = 980.6199 gals.).
 LJ0285
 LJ0285.The modeled gravity was interpolated from observed gravity values.
 LJ0285
 LJ0285;                    North         East    Units  Estimated Accuracy
 LJ0285;SPC NE       -   114,110.      372,970.      MT  (+/- 180 meters Scaled)
 LJ0285
 LJ0285                          SUPERSEDED SURVEY CONTROL
 LJ0285
 LJ0285  NGVD 29 (??/??/92) 1005.561  (m)         3299.08   (f) ADJ UNCH    2 0
 LJ0285
 LJ0285.Superseded values are not recommended for survey control.
 LJ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0285.See file dsdata.txt to determine how the superseded data were derived.
 LJ0285
 LJ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL886252(NAD 83)
 LJ0285_MARKER: DB = BENCH MARK DISK
 LJ0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0285_STAMPING: R 161 1934
 LJ0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0285+STABILITY: SURFACE MOTION
 LJ0285
 LJ0285  HISTORY     - Date     Condition        Report By
 LJ0285  HISTORY     - 1934     MONUMENTED       CGS
 LJ0285  HISTORY     - 1941     GOOD             NGS
 LJ0285
 LJ0285                          STATION DESCRIPTION
 LJ0285
 LJ0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0285'1.9 MI E FROM MADRID.
 LJ0285'1.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0285'FROM THE STATION AT MADRID, PERKINS COUNTY, 14-1/2 POLES WEST
 LJ0285'OF MILEPOST 132, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LJ0285'AND 45 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 23.  A
 LJ0285'STANDARD DISK, STAMPED R 161 1934 AND SET IN THE TOP OF A
 LJ0285'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0176 ***********************************************************************
 LJ0176  DESIGNATION -  R 162
 LJ0176  PID         -  LJ0176
 LJ0176  STATE/COUNTY-  NE/HAYES
 LJ0176  USGS QUAD   -  HAYES CENTER SW (1974)
 LJ0176
 LJ0176                         *CURRENT SURVEY CONTROL
 LJ0176  ___________________________________________________________________
 LJ0176* NAD 83(1986)-  40 33 46.     (N)    101 11 35.     (W)     SCALED    
 LJ0176* NAVD 88     -       952.191  (meters)    3123.98   (feet)  ADJUSTED  
 LJ0176  ___________________________________________________________________
 LJ0176  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 LJ0176  DYNAMIC HT  -         951.555 (meters)    3121.89  (feet)  COMP
 LJ0176  MODELED GRAV-     979,924.6   (mgal)                       NAVD 88
 LJ0176
 LJ0176  VERT ORDER  -  SECOND    CLASS 0
 LJ0176
 LJ0176.The horizontal coordinates were scaled from a topographic map and have
 LJ0176.an estimated accuracy of +/- 6 seconds.
 LJ0176
 LJ0176.The orthometric height was determined by differential leveling
 LJ0176.and adjusted by the National Geodetic Survey in June 1991..
 LJ0176
 LJ0176.The geoid height was determined by GEOID03.
 LJ0176
 LJ0176.The dynamic height is computed by dividing the NAVD 88
 LJ0176.geopotential number by the normal gravity value computed on the
 LJ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0176.degrees latitude (g = 980.6199 gals.).
 LJ0176
 LJ0176.The modeled gravity was interpolated from observed gravity values.
 LJ0176
 LJ0176;                    North         East    Units  Estimated Accuracy
 LJ0176;SPC NE       -    81,690.      398,990.      MT  (+/- 180 meters Scaled)
 LJ0176
 LJ0176                          SUPERSEDED SURVEY CONTROL
 LJ0176
 LJ0176  NGVD 29 (??/??/92)  951.803  (m)         3122.71   (f) ADJ UNCH    2 0
 LJ0176
 LJ0176.Superseded values are not recommended for survey control.
 LJ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0176.See file dsdata.txt to determine how the superseded data were derived.
 LJ0176
 LJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK143925(NAD 83)
 LJ0176_MARKER: DB = BENCH MARK DISK
 LJ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0176_STAMPING: R-162 1934
 LJ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0176+STABILITY: SURFACE MOTION
 LJ0176
 LJ0176  HISTORY     - Date     Condition        Report By
 LJ0176  HISTORY     - 1934     MONUMENTED       CGS
 LJ0176  HISTORY     - 1938     GOOD             NGS
 LJ0176  HISTORY     - 1942     MARK NOT FOUND   NGS
 LJ0176  HISTORY     - 1974     MARK NOT FOUND   USGS
 LJ0176
 LJ0176                          STATION DESCRIPTION
 LJ0176
 LJ0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LJ0176'12.2 MI NW FROM HAYES CENTER.
 LJ0176'ALONG STATE HWY. 17, 12.2 MILES NORTHWEST OF THE I.O.O.F. BUILDING
 LJ0176'AT HAYES CENTER, 18 FEET EAST OF THE CENTERLINE OF HWY. 17, ONE
 LJ0176'FOOT WEST OF RIGHT-OF-WAY FENCE LINE, UNDER TELEPHONE LINE.  A
 LJ0176'STANDARD DISK SET IN TOP OF A CONCRETE POST.
 LJ0176
 LJ0176                          STATION RECOVERY (1942)
 LJ0176
 LJ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LJ0176'MARK NOT FOUND.
 LJ0176
 LJ0176                          STATION RECOVERY (1974)
 LJ0176
 LJ0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LJ0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0296 ***********************************************************************
 LH0296  DESIGNATION -  R 163
 LH0296  PID         -  LH0296
 LH0296  STATE/COUNTY-  NE/NUCKOLLS
 LH0296  USGS QUAD   -  SUPERIOR (1983)
 LH0296
 LH0296                         *CURRENT SURVEY CONTROL
 LH0296  ___________________________________________________________________
 LH0296* NAD 83(1986)-  40 02 44.     (N)    098 02 24.     (W)     SCALED    
 LH0296* NAVD 88     -       501.629  (meters)    1645.76   (feet)  ADJUSTED  
 LH0296  ___________________________________________________________________
 LH0296  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 LH0296  DYNAMIC HT  -         501.337 (meters)    1644.80  (feet)  COMP
 LH0296  MODELED GRAV-     980,027.9   (mgal)                       NAVD 88
 LH0296
 LH0296  VERT ORDER  -  SECOND    CLASS 0
 LH0296
 LH0296.The horizontal coordinates were scaled from a topographic map and have
 LH0296.an estimated accuracy of +/- 6 seconds.
 LH0296
 LH0296.The orthometric height was determined by differential leveling
 LH0296.and adjusted by the National Geodetic Survey in June 1991..
 LH0296
 LH0296.The geoid height was determined by GEOID03.
 LH0296
 LH0296.The dynamic height is computed by dividing the NAVD 88
 LH0296.geopotential number by the normal gravity value computed on the
 LH0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0296.degrees latitude (g = 980.6199 gals.).
 LH0296
 LH0296.The modeled gravity was interpolated from observed gravity values.
 LH0296
 LH0296;                    North         East    Units  Estimated Accuracy
 LH0296;SPC NE       -    25,460.      667,240.      MT  (+/- 180 meters Scaled)
 LH0296
 LH0296                          SUPERSEDED SURVEY CONTROL
 LH0296
 LH0296  NGVD 29 (??/??/92)  501.456  (m)         1645.19   (f) ADJ UNCH    2 0
 LH0296
 LH0296.Superseded values are not recommended for survey control.
 LH0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0296.See file dsdata.txt to determine how the superseded data were derived.
 LH0296
 LH0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK818332(NAD 83)
 LH0296_MARKER: DB = BENCH MARK DISK
 LH0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0296_STAMPING: R 163 1934
 LH0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0296+STABILITY: SURFACE MOTION
 LH0296
 LH0296  HISTORY     - Date     Condition        Report By
 LH0296  HISTORY     - 1934     MONUMENTED       CGS
 LH0296
 LH0296                          STATION DESCRIPTION
 LH0296
 LH0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0296'2.3 MI NE FROM SUPERIOR.
 LH0296'2.3 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LH0296'FROM THE CHICAGO, BURLINGTON AND QUINCY AND THE CHICAGO AND
 LH0296'NORTH WESTERN RAILWAY SIGNAL TOWER AT SUPERIOR, NUCKOLLS COUNTY,
 LH0296'AT A ROAD CROSSING, ONE RAIL SOUTH OF THE CENTER LINE OF THE
 LH0296'ROAD, AND 42 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 LH0296'STANDARD DISK, STAMPED R 163 1934 AND SET IN THE TOP OF A
 LH0296'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0684 ***********************************************************************
 LH0684  DESIGNATION -  R 164
 LH0684  PID         -  LH0684
 LH0684  STATE/COUNTY-  NE/PHELPS
 LH0684  USGS QUAD   -  AXTELL WEST (1970)
 LH0684
 LH0684                         *CURRENT SURVEY CONTROL
 LH0684  ___________________________________________________________________
 LH0684* NAD 83(1986)-  40 27 40.     (N)    099 14 46.     (W)     SCALED    
 LH0684* NAVD 88     -       685.472  (meters)    2248.92   (feet)  ADJUSTED  
 LH0684  ___________________________________________________________________
 LH0684  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 LH0684  DYNAMIC HT  -         685.050 (meters)    2247.53  (feet)  COMP
 LH0684  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 LH0684
 LH0684  VERT ORDER  -  SECOND    CLASS 0
 LH0684
 LH0684.The horizontal coordinates were scaled from a topographic map and have
 LH0684.an estimated accuracy of +/- 6 seconds.
 LH0684
 LH0684.The orthometric height was determined by differential leveling
 LH0684.and adjusted by the National Geodetic Survey in June 1991..
 LH0684
 LH0684.The geoid height was determined by GEOID03.
 LH0684
 LH0684.The dynamic height is computed by dividing the NAVD 88
 LH0684.geopotential number by the normal gravity value computed on the
 LH0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0684.degrees latitude (g = 980.6199 gals.).
 LH0684
 LH0684.The modeled gravity was interpolated from observed gravity values.
 LH0684
 LH0684;                    North         East    Units  Estimated Accuracy
 LH0684;SPC NE       -    69,980.      563,930.      MT  (+/- 180 meters Scaled)
 LH0684
 LH0684                          SUPERSEDED SURVEY CONTROL
 LH0684
 LH0684  NGVD 29 (??/??/92)  685.195  (m)         2248.01   (f) ADJ UNCH    2 0
 LH0684
 LH0684.Superseded values are not recommended for survey control.
 LH0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0684.See file dsdata.txt to determine how the superseded data were derived.
 LH0684
 LH0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK791789(NAD 83)
 LH0684_MARKER: DB = BENCH MARK DISK
 LH0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0684_STAMPING: R 164 1934
 LH0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0684+STABILITY: SURFACE MOTION
 LH0684
 LH0684  HISTORY     - Date     Condition        Report By
 LH0684  HISTORY     - 1934     MONUMENTED       CGS
 LH0684  HISTORY     - 1941     GOOD             NGS
 LH0684  HISTORY     - 1968     MARK NOT FOUND   USGS
 LH0684
 LH0684                          STATION DESCRIPTION
 LH0684
 LH0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LH0684'6.6 MI W FROM AXTELL.
 LH0684'IN PHELPS COUNTY, 6.6 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LH0684'AND QUINCY RAILROAD FROM THE STATION AT AXTELL, KEARNY COUNTY,
 LH0684'ABOUT 1/2 MILE EAST OF THE STATION AT FUNK, PHELPS COUNTY, 108
 LH0684'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 39 FEET SOUTH OF
 LH0684'THE CENTERLINE OF U.S. HIGHWAY 6.  A STANDARD DISK, STAMPED
 LH0684'R 164 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0684
 LH0684                          STATION RECOVERY (1968)
 LH0684
 LH0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LH0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0024 ***********************************************************************
 LJ0024  DESIGNATION -  R 165
 LJ0024  PID         -  LJ0024
 LJ0024  STATE/COUNTY-  NE/DAWSON
 LJ0024  USGS QUAD   -  FARNAM (1970)
 LJ0024
 LJ0024                         *CURRENT SURVEY CONTROL
 LJ0024  ___________________________________________________________________
 LJ0024* NAD 83(1986)-  40 42 10.     (N)    100 12 13.     (W)     SCALED    
 LJ0024* NAVD 88     -       830.393  (meters)    2724.38   (feet)  ADJUSTED  
 LJ0024  ___________________________________________________________________
 LJ0024  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 LJ0024  DYNAMIC HT  -         829.873 (meters)    2722.68  (feet)  COMP
 LJ0024  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 LJ0024
 LJ0024  VERT ORDER  -  SECOND    CLASS 0
 LJ0024
 LJ0024.The horizontal coordinates were scaled from a topographic map and have
 LJ0024.an estimated accuracy of +/- 6 seconds.
 LJ0024
 LJ0024.The orthometric height was determined by differential leveling
 LJ0024.and adjusted by the National Geodetic Survey in June 1991..
 LJ0024
 LJ0024.The geoid height was determined by GEOID03.
 LJ0024
 LJ0024.The dynamic height is computed by dividing the NAVD 88
 LJ0024.geopotential number by the normal gravity value computed on the
 LJ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0024.degrees latitude (g = 980.6199 gals.).
 LJ0024
 LJ0024.The modeled gravity was interpolated from observed gravity values.
 LJ0024
 LJ0024;                    North         East    Units  Estimated Accuracy
 LJ0024;SPC NE       -    96,550.      482,800.      MT  (+/- 180 meters Scaled)
 LJ0024
 LJ0024                          SUPERSEDED SURVEY CONTROL
 LJ0024
 LJ0024  NGVD 29 (??/??/92)  830.059  (m)         2723.29   (f) ADJ UNCH    2 0
 LJ0024
 LJ0024.Superseded values are not recommended for survey control.
 LJ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0024.See file dsdata.txt to determine how the superseded data were derived.
 LJ0024
 LJ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL983064(NAD 83)
 LJ0024_MARKER: DB = BENCH MARK DISK
 LJ0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0024_STAMPING: R 165 1934
 LJ0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0024+STABILITY: SURFACE MOTION
 LJ0024
 LJ0024  HISTORY     - Date     Condition        Report By
 LJ0024  HISTORY     - 1934     MONUMENTED       CGS
 LJ0024  HISTORY     - 1954     MARK NOT FOUND   USGS
 LJ0024
 LJ0024                          STATION DESCRIPTION
 LJ0024
 LJ0024'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0024'0.5 MI E FROM FARNAM.
 LJ0024'0.5 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0024'FROM THE STATION AT FARNAM, DAWSON COUNTY, 150 FEET WEST OF
 LJ0024'BRIDGE 49.54, AT A ROAD CROSSING, 51 FEET SOUTH OF THE CENTERLINE
 LJ0024'OF THE TRACK, AND 42 FEET WEST OF THE CENTERLINE OF THE ROAD.
 LJ0024'A STANDARD DISK, STAMPED R 165 1934 AND SET IN THE TOP OF A
 LJ0024'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0745 ***********************************************************************
 LH0745  DESIGNATION -  R 166
 LH0745  PID         -  LH0745
 LH0745  STATE/COUNTY-  NE/FURNAS
 LH0745  USGS QUAD   -  HOLLINGER (1958)
 LH0745
 LH0745                         *CURRENT SURVEY CONTROL
 LH0745  ___________________________________________________________________
 LH0745* NAD 83(1986)-  40 14 55.     (N)    099 37 39.     (W)     SCALED    
 LH0745* NAVD 88     -       632.758  (meters)    2075.97   (feet)  ADJUSTED  
 LH0745  ___________________________________________________________________
 LH0745  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 LH0745  DYNAMIC HT  -         632.373 (meters)    2074.71  (feet)  COMP
 LH0745  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 LH0745
 LH0745  VERT ORDER  -  SECOND    CLASS 0
 LH0745
 LH0745.The horizontal coordinates were scaled from a topographic map and have
 LH0745.an estimated accuracy of +/- 6 seconds.
 LH0745
 LH0745.The orthometric height was determined by differential leveling
 LH0745.and adjusted by the National Geodetic Survey in June 1991..
 LH0745
 LH0745.The geoid height was determined by GEOID03.
 LH0745
 LH0745.The dynamic height is computed by dividing the NAVD 88
 LH0745.geopotential number by the normal gravity value computed on the
 LH0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0745.degrees latitude (g = 980.6199 gals.).
 LH0745
 LH0745.The modeled gravity was interpolated from observed gravity values.
 LH0745
 LH0745;                    North         East    Units  Estimated Accuracy
 LH0745;SPC NE       -    46,180.      531,690.      MT  (+/- 180 meters Scaled)
 LH0745
 LH0745                          SUPERSEDED SURVEY CONTROL
 LH0745
 LH0745  NGVD 29 (??/??/92)  632.500  (m)         2075.13   (f) ADJ UNCH    2 0
 LH0745
 LH0745.Superseded values are not recommended for survey control.
 LH0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0745.See file dsdata.txt to determine how the superseded data were derived.
 LH0745
 LH0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK466555(NAD 83)
 LH0745_MARKER: DB = BENCH MARK DISK
 LH0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0745_SP_SET: PIER
 LH0745_STAMPING: R 166 1934
 LH0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0745
 LH0745  HISTORY     - Date     Condition        Report By
 LH0745  HISTORY     - 1934     MONUMENTED       CGS
 LH0745  HISTORY     - 1945     GOOD             USGS
 LH0745
 LH0745                          STATION DESCRIPTION
 LH0745
 LH0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0745'AT OXFORD.
 LH0745'AT OXFORD, FURNAS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0745'RAILROAD, AT BRIDGE NO. 233.56 (STATE HIGHWAY 3 UNDERPASS),
 LH0745'IN THE TOP OF THE NORTH END OF THE WEST-MOST CONCRETE PIER,
 LH0745'AND 6 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED
 LH0745'R 166 1934.
 LH0745
 LH0745                          STATION RECOVERY (1945)
 LH0745
 LH0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 LH0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0553 ***********************************************************************
 LG0553  DESIGNATION -  R 167 RESET
 LG0553  PID         -  LG0553
 LG0553  STATE/COUNTY-  NE/JEFFERSON
 LG0553  USGS QUAD   -  FAIRBURY (1980)
 LG0553
 LG0553                         *CURRENT SURVEY CONTROL
 LG0553  ___________________________________________________________________
 LG0553* NAD 83(1986)-  40 07 58.     (N)    097 10 26.     (W)     SCALED    
 LG0553* NAVD 88     -       401.70   (meters)    1317.9    (feet)  RESET     
 LG0553  ___________________________________________________________________
 LG0553  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 LG0553
 LG0553  VERT ORDER  -  THIRD
 LG0553
 LG0553.The horizontal coordinates were scaled from a topographic map and have
 LG0553.an estimated accuracy of +/- 6 seconds.
 LG0553
 LG0553.The orthometric height was computed from unverified reset data.
 LG0553
 LG0553.The geoid height was determined by GEOID03.
 LG0553
 LG0553;                    North         East    Units  Estimated Accuracy
 LG0553;SPC NE       -    37,190.      740,810.      MT  (+/- 180 meters Scaled)
 LG0553
 LG0553                          SUPERSEDED SURVEY CONTROL
 LG0553
 LG0553  NGVD 29 (??/??/??)  401.42   (m)         1317.0    (f) RESET       3  
 LG0553
 LG0553.Superseded values are not recommended for survey control.
 LG0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0553.See file dsdata.txt to determine how the superseded data were derived.
 LG0553
 LG0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK555440(NAD 83)
 LG0553_MARKER: DB = BENCH MARK DISK
 LG0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0553_STAMPING: R 167 RESET 1941
 LG0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0553+STABILITY: SURFACE MOTION
 LG0553
 LG0553  HISTORY     - Date     Condition        Report By
 LG0553  HISTORY     - 1941     MONUMENTED       RIRR
 LG0553  HISTORY     - 1945     GOOD             NGS
 LG0553
 LG0553                          STATION DESCRIPTION
 LG0553
 LG0553'DESCRIBED BY ROCK ISLAND RAILROAD 1941
 LG0553'AT FAIRBURY.
 LG0553'AT FAIRBURY, JEFFERSON COUNTY, 39 FEET WEST AND 112 FEET NORTH
 LG0553'OF THE NORTHWEST CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0553'RAILROAD STATION, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 LG0553'OF SECOND AND I STREETS, AND AT THE NORTHWEST CORNER OF A SMALL
 LG0553'PARK.  A STANDARD DISK, STAMPED R 167 RESET 1941 AND SET IN THE
 LG0553'TOP OF A CONCRETE POST.
 LG0553
 LG0553                          STATION RECOVERY (1945)
 LG0553
 LG0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 LG0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0335 ***********************************************************************
 LH0335  DESIGNATION -  R 168
 LH0335  PID         -  LH0335
 LH0335  STATE/COUNTY-  NE/ADAMS
 LH0335  USGS QUAD   -  HOLSTEIN (1969)
 LH0335
 LH0335                         *CURRENT SURVEY CONTROL
 LH0335  ___________________________________________________________________
 LH0335* NAD 83(1986)-  40 27 49.     (N)    098 39 06.     (W)     SCALED    
 LH0335* NAVD 88     -       612.580  (meters)    2009.77   (feet)  ADJUSTED  
 LH0335  ___________________________________________________________________
 LH0335  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 LH0335  DYNAMIC HT  -         612.224 (meters)    2008.60  (feet)  COMP
 LH0335  MODELED GRAV-     980,024.2   (mgal)                       NAVD 88
 LH0335
 LH0335  VERT ORDER  -  SECOND    CLASS 0
 LH0335
 LH0335.The horizontal coordinates were scaled from a topographic map and have
 LH0335.an estimated accuracy of +/- 6 seconds.
 LH0335
 LH0335.The orthometric height was determined by differential leveling
 LH0335.and adjusted by the National Geodetic Survey in June 1991..
 LH0335
 LH0335.The geoid height was determined by GEOID03.
 LH0335
 LH0335.The dynamic height is computed by dividing the NAVD 88
 LH0335.geopotential number by the normal gravity value computed on the
 LH0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0335.degrees latitude (g = 980.6199 gals.).
 LH0335
 LH0335.The modeled gravity was interpolated from observed gravity values.
 LH0335
 LH0335;                    North         East    Units  Estimated Accuracy
 LH0335;SPC NE       -    70,870.      614,330.      MT  (+/- 180 meters Scaled)
 LH0335
 LH0335                          SUPERSEDED SURVEY CONTROL
 LH0335
 LH0335  NGVD 29 (??/??/92)  612.337  (m)         2008.98   (f) ADJ UNCH    2 0
 LH0335
 LH0335.Superseded values are not recommended for survey control.
 LH0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0335.See file dsdata.txt to determine how the superseded data were derived.
 LH0335
 LH0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK295792(NAD 83)
 LH0335_MARKER: DB = BENCH MARK DISK
 LH0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0335_SP_SET: CONCRETE FOOTING
 LH0335_STAMPING: R 168 1934
 LH0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0335
 LH0335  HISTORY     - Date     Condition        Report By
 LH0335  HISTORY     - 1934     MONUMENTED       CGS
 LH0335  HISTORY     - 1967     MARK NOT FOUND   USGS
 LH0335
 LH0335                          STATION DESCRIPTION
 LH0335
 LH0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0335'AT HOLSTEIN.
 LH0335'AT HOLSTEIN, ADAMS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LH0335'RAILROAD, 100 YARDS EAST OF THE EAST END OF THE STATION, AT THE
 LH0335'WATER TOWER, IN THE CONCRETE FOOTING OF THE WEST ONE OF THE
 LH0335'TWO SOUTH SUPPORTS, AND 10 FEET NORTH OF THE CENTERLINE OF THE
 LH0335'MAIN TRACK.  A STANDARD DISK, STAMPED R 168 1934.
 LH0335
 LH0335                          STATION RECOVERY (1967)
 LH0335
 LH0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LH0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0374 ***********************************************************************
 LH0374  DESIGNATION -  R 169
 LH0374  PID         -  LH0374
 LH0374  STATE/COUNTY-  NE/WEBSTER
 LH0374  USGS QUAD   -  INAVALE (1974)
 LH0374
 LH0374                         *CURRENT SURVEY CONTROL
 LH0374  ___________________________________________________________________
 LH0374* NAD 83(1986)-  40 05 20.     (N)    098 38 03.     (W)     SCALED    
 LH0374* NAVD 88     -       526.731  (meters)    1728.12   (feet)  ADJUSTED  
 LH0374  ___________________________________________________________________
 LH0374  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 LH0374  DYNAMIC HT  -         526.407 (meters)    1727.05  (feet)  COMP
 LH0374  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 LH0374
 LH0374  VERT ORDER  -  SECOND    CLASS 0
 LH0374
 LH0374.The horizontal coordinates were scaled from a topographic map and have
 LH0374.an estimated accuracy of +/- 6 seconds.
 LH0374
 LH0374.The orthometric height was determined by differential leveling
 LH0374.and adjusted by the National Geodetic Survey in June 1991..
 LH0374
 LH0374.The geoid height was determined by GEOID03.
 LH0374
 LH0374.The dynamic height is computed by dividing the NAVD 88
 LH0374.geopotential number by the normal gravity value computed on the
 LH0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0374.degrees latitude (g = 980.6199 gals.).
 LH0374
 LH0374.The modeled gravity was interpolated from observed gravity values.
 LH0374
 LH0374;                    North         East    Units  Estimated Accuracy
 LH0374;SPC NE       -    29,300.      616,470.      MT  (+/- 180 meters Scaled)
 LH0374
 LH0374                          SUPERSEDED SURVEY CONTROL
 LH0374
 LH0374  NGVD 29 (??/??/92)  526.509  (m)         1727.39   (f) ADJ UNCH    2 0
 LH0374
 LH0374.Superseded values are not recommended for survey control.
 LH0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0374.See file dsdata.txt to determine how the superseded data were derived.
 LH0374
 LH0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK311376(NAD 83)
 LH0374_MARKER: DB = BENCH MARK DISK
 LH0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0374_SP_SET: PIER
 LH0374_STAMPING: R 169 1934
 LH0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0374
 LH0374  HISTORY     - Date     Condition        Report By
 LH0374  HISTORY     - 1934     MONUMENTED       CGS
 LH0374
 LH0374                          STATION DESCRIPTION
 LH0374
 LH0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0374'6.6 MI E FROM RIVERTON.
 LH0374'IN WEBSTER COUNTY, 6.6 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LH0374'AND QUINCY RAILROAD FROM THE STATION AT RIVERTON, FRANKLIN COUNTY,
 LH0374'7.3 MILES WEST OF THE COURTHOUSE AT RED CLOUD, WEBSTER COUNTY,
 LH0374'AT THE NORTHEAST CORNER OF BRIDGE NO. 201.53, AND IN THE TOP
 LH0374'OF THE CONCRETE PIER.  A STANDARD DISK, STAMPED R 169 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0571 ***********************************************************************
 ML0571  DESIGNATION -  R 17
 ML0571  PID         -  ML0571
 ML0571  STATE/COUNTY-  NE/LOUP
 ML0571  USGS QUAD   -  TAYLOR SE (1952)
 ML0571
 ML0571                         *CURRENT SURVEY CONTROL
 ML0571  ___________________________________________________________________
 ML0571* NAD 83(1986)-  41 50 31.     (N)    099 22 06.     (W)     SCALED    
 ML0571* NAVD 88     -       739.525  (meters)    2426.26   (feet)  ADJUSTED  
 ML0571  ___________________________________________________________________
 ML0571  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 ML0571  DYNAMIC HT  -         739.176 (meters)    2425.11  (feet)  COMP
 ML0571  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 ML0571
 ML0571  VERT ORDER  -  FIRST     CLASS II
 ML0571
 ML0571.The horizontal coordinates were scaled from a topographic map and have
 ML0571.an estimated accuracy of +/- 6 seconds.
 ML0571
 ML0571.The orthometric height was determined by differential leveling
 ML0571.and adjusted by the National Geodetic Survey in June 1991..
 ML0571
 ML0571.The geoid height was determined by GEOID03.
 ML0571
 ML0571.The dynamic height is computed by dividing the NAVD 88
 ML0571.geopotential number by the normal gravity value computed on the
 ML0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0571.degrees latitude (g = 980.6199 gals.).
 ML0571
 ML0571.The modeled gravity was interpolated from observed gravity values.
 ML0571
 ML0571;                    North         East    Units  Estimated Accuracy
 ML0571;SPC NE       -   223,200.      552,450.      MT  (+/- 180 meters Scaled)
 ML0571
 ML0571                          SUPERSEDED SURVEY CONTROL
 ML0571
 ML0571  NGVD 29 (??/??/92)  739.272  (m)         2425.43   (f) ADJ UNCH    1 2
 ML0571
 ML0571.Superseded values are not recommended for survey control.
 ML0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0571.See file dsdata.txt to determine how the superseded data were derived.
 ML0571
 ML0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM694322(NAD 83)
 ML0571_MARKER: DB = BENCH MARK DISK
 ML0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0571+STABILITY: SURFACE MOTION
 ML0571
 ML0571  HISTORY     - Date     Condition        Report By
 ML0571  HISTORY     - UNK      MONUMENTED       CGS
 ML0571  HISTORY     - 1933     GOOD             NGS
 ML0571  HISTORY     - 1934     GOOD             NGS
 ML0571
 ML0571                          STATION DESCRIPTION
 ML0571
 ML0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0571'5.6 MI N FROM TAYLOR.
 ML0571'5.6 MILES NORTH.  THE MARK IS 2 FT. NORTH AND 2 FT. WEST OF THE
 ML0571'SOUTHWEST CORNER OF THE FENCE AROUND THE YARD OF THE LONE STAR
 ML0571'SCHOOL DIST. 28.  IT IS 28 FT. EAST OF CENTER OF HWY. 83 AND IS
 ML0571'100 FT. SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE.
 ML0571
 ML0571                          STATION RECOVERY (1934)
 ML0571
 ML0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ML0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0594 ***********************************************************************
 LG0594  DESIGNATION -  R 170
 LG0594  PID         -  LG0594
 LG0594  STATE/COUNTY-  NE/NUCKOLLS
 LG0594  USGS QUAD   -  DAVENPORT (1960)
 LG0594
 LG0594                         *CURRENT SURVEY CONTROL
 LG0594  ___________________________________________________________________
 LG0594* NAD 83(1986)-  40 19 40.     (N)    097 51 30.     (W)     SCALED    
 LG0594* NAVD 88     -       508.333  (meters)    1667.76   (feet)  ADJUSTED  
 LG0594  ___________________________________________________________________
 LG0594  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 LG0594  DYNAMIC HT  -         508.038 (meters)    1666.79  (feet)  COMP
 LG0594  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 LG0594
 LG0594  VERT ORDER  -  SECOND    CLASS 0
 LG0594
 LG0594.The horizontal coordinates were scaled from a topographic map and have
 LG0594.an estimated accuracy of +/- 6 seconds.
 LG0594
 LG0594.The orthometric height was determined by differential leveling
 LG0594.and adjusted by the National Geodetic Survey in June 1991..
 LG0594
 LG0594.The geoid height was determined by GEOID03.
 LG0594
 LG0594.The dynamic height is computed by dividing the NAVD 88
 LG0594.geopotential number by the normal gravity value computed on the
 LG0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0594.degrees latitude (g = 980.6199 gals.).
 LG0594
 LG0594.The modeled gravity was interpolated from observed gravity values.
 LG0594
 LG0594;                    North         East    Units  Estimated Accuracy
 LG0594;SPC NE       -    57,150.      681,970.      MT  (+/- 180 meters Scaled)
 LG0594
 LG0594                          SUPERSEDED SURVEY CONTROL
 LG0594
 LG0594  NGVD 29 (??/??/92)  508.142  (m)         1667.13   (f) ADJ UNCH    2 0
 LG0594
 LG0594.Superseded values are not recommended for survey control.
 LG0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0594.See file dsdata.txt to determine how the superseded data were derived.
 LG0594
 LG0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK969647(NAD 83)
 LG0594_MARKER: DB = BENCH MARK DISK
 LG0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0594_STAMPING: R 170 1934
 LG0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0594+STABILITY: SURFACE MOTION
 LG0594
 LG0594  HISTORY     - Date     Condition        Report By
 LG0594  HISTORY     - 1934     MONUMENTED       CGS
 LG0594
 LG0594                          STATION DESCRIPTION
 LG0594
 LG0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0594'2.9 MI W FROM DAVENPORT.
 LG0594'IN NUCKOLLS COUNTY, 2.9 MILES WEST ALONG THE UNION PACIFIC
 LG0594'RAILROAD FROM THE STATION AT DAVENPORT, THAYER COUNTY, 7
 LG0594'RAILS WEST OF MILEPOST 194, 5 RAILS EAST OF A ROAD CROSSING,
 LG0594'AND 36 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LG0594'DISK, STAMPED R 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0572 ***********************************************************************
 LG0572  DESIGNATION -  R 171
 LG0572  PID         -  LG0572
 LG0572  STATE/COUNTY-  NE/JEFFERSON
 LG0572  USGS QUAD   -  ENDICOTT (1970)
 LG0572
 LG0572                         *CURRENT SURVEY CONTROL
 LG0572  ___________________________________________________________________
 LG0572* NAD 83(1986)-  40 04 33.     (N)    097 04 49.     (W)     SCALED    
 LG0572* NAVD 88     -       389.724  (meters)    1278.62   (feet)  ADJUSTED  
 LG0572  ___________________________________________________________________
 LG0572  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 LG0572  DYNAMIC HT  -         389.500 (meters)    1277.88  (feet)  COMP
 LG0572  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 LG0572
 LG0572  VERT ORDER  -  SECOND    CLASS 0
 LG0572
 LG0572.The horizontal coordinates were scaled from a topographic map and have
 LG0572.an estimated accuracy of +/- 6 seconds.
 LG0572
 LG0572.The orthometric height was determined by differential leveling
 LG0572.and adjusted by the National Geodetic Survey in June 1991..
 LG0572
 LG0572.The geoid height was determined by GEOID03.
 LG0572
 LG0572.The dynamic height is computed by dividing the NAVD 88
 LG0572.geopotential number by the normal gravity value computed on the
 LG0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0572.degrees latitude (g = 980.6199 gals.).
 LG0572
 LG0572.The modeled gravity was interpolated from observed gravity values.
 LG0572
 LG0572;                    North         East    Units  Estimated Accuracy
 LG0572;SPC NE       -    31,130.      749,000.      MT  (+/- 180 meters Scaled)
 LG0572
 LG0572                          SUPERSEDED SURVEY CONTROL
 LG0572
 LG0572  NGVD 29 (??/??/92)  389.580  (m)         1278.15   (f) ADJ UNCH    2 0
 LG0572
 LG0572.Superseded values are not recommended for survey control.
 LG0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0572.See file dsdata.txt to determine how the superseded data were derived.
 LG0572
 LG0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK636379(NAD 83)
 LG0572_MARKER: DB = BENCH MARK DISK
 LG0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0572_SP_SET: CULVERT
 LG0572_STAMPING: R 171 1934
 LG0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0572
 LG0572  HISTORY     - Date     Condition        Report By
 LG0572  HISTORY     - 1934     MONUMENTED       CGS
 LG0572  HISTORY     - 1981     GOOD             LOCENG
 LG0572
 LG0572                          STATION DESCRIPTION
 LG0572
 LG0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0572'1.1 MI SE FROM ENDICOTT.
 LG0572'1.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0572'STATION AT ENDICOTT, JEFFERSON COUNTY, 2 POLES EAST OF MILEPOST
 LG0572'146, AT A RAILROAD BRIDGE 145+99, AT A CONCRETE CULVERT UNDER
 LG0572'STATE HIGHWAY 3 S, AND IN THE TOP OF THE SOUTHEAST HEADWALL.
 LG0572'A STANDARD DISK, STAMPED R 171 1934.
 LG0572
 LG0572                          STATION RECOVERY (1981)
 LG0572
 LG0572'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LG0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0547 ***********************************************************************
 LG0547  DESIGNATION -  R 172
 LG0547  PID         -  LG0547
 LG0547  STATE/COUNTY-  NE/JEFFERSON
 LG0547  USGS QUAD   -  REYNOLDS (1980)
 LG0547
 LG0547                         *CURRENT SURVEY CONTROL
 LG0547  ___________________________________________________________________
 LG0547* NAD 83(1986)-  40 03 11.     (N)    097 17 37.     (W)     SCALED    
 LG0547* NAVD 88     -       418.944  (meters)    1374.49   (feet)  ADJUSTED  
 LG0547  ___________________________________________________________________
 LG0547  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 LG0547  DYNAMIC HT  -         418.700 (meters)    1373.68  (feet)  COMP
 LG0547  MODELED GRAV-     980,030.1   (mgal)                       NAVD 88
 LG0547
 LG0547  VERT ORDER  -  SECOND    CLASS 0
 LG0547
 LG0547.The horizontal coordinates were scaled from a topographic map and have
 LG0547.an estimated accuracy of +/- 6 seconds.
 LG0547
 LG0547.The orthometric height was determined by differential leveling
 LG0547.and adjusted by the National Geodetic Survey in June 1991..
 LG0547
 LG0547.The geoid height was determined by GEOID03.
 LG0547
 LG0547.The dynamic height is computed by dividing the NAVD 88
 LG0547.geopotential number by the normal gravity value computed on the
 LG0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0547.degrees latitude (g = 980.6199 gals.).
 LG0547
 LG0547.The modeled gravity was interpolated from observed gravity values.
 LG0547
 LG0547;                    North         East    Units  Estimated Accuracy
 LG0547;SPC NE       -    28,010.      730,890.      MT  (+/- 180 meters Scaled)
 LG0547
 LG0547                          SUPERSEDED SURVEY CONTROL
 LG0547
 LG0547  NGVD 29 (??/??/92)  418.790  (m)         1373.98   (f) ADJ UNCH    2 0
 LG0547
 LG0547.Superseded values are not recommended for survey control.
 LG0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0547.See file dsdata.txt to determine how the superseded data were derived.
 LG0547
 LG0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK455350(NAD 83)
 LG0547_MARKER: DB = BENCH MARK DISK
 LG0547_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0547_SP_SET: OVERPASS ABUTMENT
 LG0547_STAMPING: R 172 1934
 LG0547_MARK LOGO: CGS   
 LG0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0547+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1999
 LG0547
 LG0547  HISTORY     - Date     Condition        Report By
 LG0547  HISTORY     - 1934     MONUMENTED       CGS
 LG0547  HISTORY     - 19991101 GOOD             NGS
 LG0547
 LG0547                          STATION DESCRIPTION
 LG0547
 LG0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0547'2.3 MI SW FROM THOMPSON.
 LG0547'2.3 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0547'RAILROAD FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0547'STATION AT THOMPSON, JEFFERSON COUNTY, AND IN THE NORTHWEST
 LG0547'CORNER OF CONCRETE UNDERPASS NO. 126.16.  A STANDARD DISK,
 LG0547'STAMPED R 172 1934.
 LG0547
 LG0547                          STATION RECOVERY (1999)
 LG0547
 LG0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LG0547'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 LG0547'IN REYNOLDS, THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG 562 AVENUE, IN
 LG0547'TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE
 LG0547'ABUTMENT OF BURLINGTON NORTHERN RAILROAD OVERPASS OF THE AVENUE, 4.1 M
 LG0547'(13.5 FT) WEST OF THE AVENUE CENTER, 4.0 M (13.1 FT) ABOVE THE LEVEL
 LG0547'OF THE AVENUE, 1.2 M (3.9 FT) NORTH OF THE NEAR RAIL, AND 0.3 M (1.0
 LG0547'FT) BELOW THE LEVEL OF THE TRACK.  NOTE--THE MONUMENT IS ON COUNTY
 LG0547'ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0247 ***********************************************************************
 LG0247  DESIGNATION -  R 174
 LG0247  PID         -  LG0247
 LG0247  STATE/COUNTY-  NE/GAGE
 LG0247  USGS QUAD   -  PICKRELL (1964)
 LG0247
 LG0247                         *CURRENT SURVEY CONTROL
 LG0247  ___________________________________________________________________
 LG0247* NAD 83(1986)-  40 25 19.     (N)    096 43 30.     (W)     SCALED    
 LG0247* NAVD 88     -       412.143  (meters)    1352.17   (feet)  ADJUSTED  
 LG0247  ___________________________________________________________________
 LG0247  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 LG0247  DYNAMIC HT  -         411.928 (meters)    1351.47  (feet)  COMP
 LG0247  MODELED GRAV-     980,091.0   (mgal)                       NAVD 88
 LG0247
 LG0247  VERT ORDER  -  SECOND    CLASS 0
 LG0247
 LG0247.The horizontal coordinates were scaled from a topographic map and have
 LG0247.an estimated accuracy of +/- 6 seconds.
 LG0247
 LG0247.The orthometric height was determined by differential leveling
 LG0247.and adjusted by the National Geodetic Survey in June 1991..
 LG0247
 LG0247.The geoid height was determined by GEOID03.
 LG0247
 LG0247.The dynamic height is computed by dividing the NAVD 88
 LG0247.geopotential number by the normal gravity value computed on the
 LG0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0247.degrees latitude (g = 980.6199 gals.).
 LG0247
 LG0247.The modeled gravity was interpolated from observed gravity values.
 LG0247
 LG0247;                    North         East    Units  Estimated Accuracy
 LG0247;SPC NE       -    70,620.      777,820.      MT  (+/- 180 meters Scaled)
 LG0247
 LG0247                          SUPERSEDED SURVEY CONTROL
 LG0247
 LG0247  NGVD 29 (??/??/92)  412.024  (m)         1351.78   (f) ADJ UNCH    2 0
 LG0247
 LG0247.Superseded values are not recommended for survey control.
 LG0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0247.See file dsdata.txt to determine how the superseded data were derived.
 LG0247
 LG0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK930770(NAD 83)
 LG0247_MARKER: DB = BENCH MARK DISK
 LG0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0247_STAMPING: R 174 1934
 LG0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0247+STABILITY: SURFACE MOTION
 LG0247
 LG0247  HISTORY     - Date     Condition        Report By
 LG0247  HISTORY     - 1934     MONUMENTED       CGS
 LG0247  HISTORY     - 1977     GOOD             LOCSUR
 LG0247
 LG0247                          STATION DESCRIPTION
 LG0247
 LG0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0247'3.1 MI N FROM PICKRELL.
 LG0247'3.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0247'STATION AT PICKRELL, GAGE COUNTY, AT A ROAD CROSSING, 52 FEET
 LG0247'WEST OF THE CENTER LINE OF THE TRACK, AND 28 FEET NORTH OF THE
 LG0247'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED R 174 1934
 LG0247'AND SET IN THE TOP OF A CONCRETE POST.
 LG0247
 LG0247                          STATION RECOVERY (1977)
 LG0247
 LG0247'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LG0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0204 ***********************************************************************
 LG0204  DESIGNATION -  R 175
 LG0204  PID         -  LG0204
 LG0204  STATE/COUNTY-  NE/PAWNEE
 LG0204  USGS QUAD   -  DU BOIS (1965)
 LG0204
 LG0204                         *CURRENT SURVEY CONTROL
 LG0204  ___________________________________________________________________
 LG0204* NAD 83(1986)-  40 02 11.     (N)    096 02 52.     (W)     SCALED    
 LG0204* NAVD 88     -       325.595  (meters)    1068.22   (feet)  ADJUSTED  
 LG0204  ___________________________________________________________________
 LG0204  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LG0204  DYNAMIC HT  -         325.415 (meters)    1067.63  (feet)  COMP
 LG0204  MODELED GRAV-     980,062.4   (mgal)                       NAVD 88
 LG0204
 LG0204  VERT ORDER  -  SECOND    CLASS 0
 LG0204
 LG0204.The horizontal coordinates were scaled from a topographic map and have
 LG0204.an estimated accuracy of +/- 6 seconds.
 LG0204
 LG0204.The orthometric height was determined by differential leveling
 LG0204.and adjusted by the National Geodetic Survey in June 1991..
 LG0204
 LG0204.The geoid height was determined by GEOID03.
 LG0204
 LG0204.The dynamic height is computed by dividing the NAVD 88
 LG0204.geopotential number by the normal gravity value computed on the
 LG0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0204.degrees latitude (g = 980.6199 gals.).
 LG0204
 LG0204.The modeled gravity was interpolated from observed gravity values.
 LG0204
 LG0204;                    North         East    Units  Estimated Accuracy
 LG0204;SPC NE       -    30,260.      837,190.      MT  (+/- 180 meters Scaled)
 LG0204
 LG0204                          SUPERSEDED SURVEY CONTROL
 LG0204
 LG0204  NGVD 29 (??/??/92)  325.491  (m)         1067.88   (f) ADJ UNCH    2 0
 LG0204
 LG0204.Superseded values are not recommended for survey control.
 LG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0204.See file dsdata.txt to determine how the superseded data were derived.
 LG0204
 LG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK518359(NAD 83)
 LG0204_MARKER: DB = BENCH MARK DISK
 LG0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0204_STAMPING: R 175 1934
 LG0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0204+STABILITY: SURFACE MOTION
 LG0204
 LG0204  HISTORY     - Date     Condition        Report By
 LG0204  HISTORY     - 1934     MONUMENTED       CGS
 LG0204
 LG0204                          STATION DESCRIPTION
 LG0204
 LG0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0204'AT DU POIS.
 LG0204'AT DU BOIS, PAWNEE COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0204'RAILROAD AND STATE HIGHWAY 50, 100 FEET WEST OF A SECTION HOUSE,
 LG0204'60 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 50 FEET NORTH
 LG0204'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED R 175
 LG0204'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0499 ***********************************************************************
 LF0499  DESIGNATION -  R 177
 LF0499  PID         -  LF0499
 LF0499  STATE/COUNTY-  NE/NEMAHA
 LF0499  USGS QUAD   -  HOWE (1966)
 LF0499
 LF0499                         *CURRENT SURVEY CONTROL
 LF0499  ___________________________________________________________________
 LF0499* NAD 83(1986)-  40 19 26.     (N)    095 49 12.     (W)     SCALED    
 LF0499* NAVD 88     -       299.950  (meters)     984.09   (feet)  ADJUSTED  
 LF0499  ___________________________________________________________________
 LF0499  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LF0499  DYNAMIC HT  -         299.790 (meters)     983.56  (feet)  COMP
 LF0499  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 LF0499
 LF0499  VERT ORDER  -  SECOND    CLASS 0
 LF0499
 LF0499.The horizontal coordinates were scaled from a topographic map and have
 LF0499.an estimated accuracy of +/- 6 seconds.
 LF0499
 LF0499.The orthometric height was determined by differential leveling
 LF0499.and adjusted by the National Geodetic Survey in June 1991..
 LF0499
 LF0499.The geoid height was determined by GEOID03.
 LF0499
 LF0499.The dynamic height is computed by dividing the NAVD 88
 LF0499.geopotential number by the normal gravity value computed on the
 LF0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0499.degrees latitude (g = 980.6199 gals.).
 LF0499
 LF0499.The modeled gravity was interpolated from observed gravity values.
 LF0499
 LF0499;                    North         East    Units  Estimated Accuracy
 LF0499;SPC NE       -    63,050.      855,070.      MT  (+/- 180 meters Scaled)
 LF0499
 LF0499                          SUPERSEDED SURVEY CONTROL
 LF0499
 LF0499  NGVD 29 (??/??/92)  299.867  (m)          983.81   (f) ADJ UNCH    2 0
 LF0499
 LF0499.Superseded values are not recommended for survey control.
 LF0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0499.See file dsdata.txt to determine how the superseded data were derived.
 LF0499
 LF0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE604675(NAD 83)
 LF0499_MARKER: DB = BENCH MARK DISK
 LF0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LF0499_SP_SET: CULVERT
 LF0499_STAMPING: R 177 1934
 LF0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LF0499
 LF0499  HISTORY     - Date     Condition        Report By
 LF0499  HISTORY     - 1934     MONUMENTED       CGS
 LF0499
 LF0499                          STATION DESCRIPTION
 LF0499
 LF0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LF0499'AT HOWE.
 LF0499'AT HOWE, NEMAHA COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 0.2
 LF0499'MILE NORTH OF THE STATION, 2 RAILS NORTH OF A SIDING SWITCH, AT A
 LF0499'CONCRETE CULVERT UNDER THE TRACK, IN THE TOP OF THE EAST HEADWALL,
 LF0499'AND 20 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LF0499'DISK, STAMPED R 177 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0569 ***********************************************************************
 NN0569  DESIGNATION -  R 18 RESET
 NN0569  PID         -  NN0569
 NN0569  STATE/COUNTY-  NE/ROCK
 NN0569  USGS QUAD   -  BASSETT (1954)
 NN0569
 NN0569                         *CURRENT SURVEY CONTROL
 NN0569  ___________________________________________________________________
 NN0569* NAD 83(1986)-  42 32 56.     (N)    099 32 22.     (W)     SCALED    
 NN0569* NAVD 88     -       719.46   (meters)    2360.4    (feet)  RESET     
 NN0569  ___________________________________________________________________
 NN0569  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 NN0569
 NN0569  VERT ORDER  -  THIRD
 NN0569
 NN0569.The horizontal coordinates were scaled from a topographic map and have
 NN0569.an estimated accuracy of +/- 6 seconds.
 NN0569
 NN0569.The orthometric height was computed from unverified reset data.
 NN0569
 NN0569.The geoid height was determined by GEOID03.
 NN0569
 NN0569;                    North         East    Units  Estimated Accuracy
 NN0569;SPC NE       -   301,610.      537,820.      MT  (+/- 180 meters Scaled)
 NN0569
 NN0569                          SUPERSEDED SURVEY CONTROL
 NN0569
 NN0569  NGVD 29 (??/??/??)  719.21   (m)         2359.6    (f) RESET       3  
 NN0569
 NN0569.Superseded values are not recommended for survey control.
 NN0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0569.See file dsdata.txt to determine how the superseded data were derived.
 NN0569
 NN0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN557108(NAD 83)
 NN0569_MARKER: DB = BENCH MARK DISK
 NN0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0569_STAMPING: R 18 1933 RESET 1956
 NN0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0569+STABILITY: SURFACE MOTION
 NN0569
 NN0569  HISTORY     - Date     Condition        Report By
 NN0569  HISTORY     - 1956     MONUMENTED       CGS
 NN0569
 NN0569                          STATION DESCRIPTION
 NN0569
 NN0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NN0569'2.1 MI S FROM BASSETT.
 NN0569'2.1 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF U.S.
 NN0569'HIGHWAYS 20 AND 183 IN BASSETT, ROCK COUNTY, ABOUT 150 YARDS
 NN0569'SOUTH OF CROSSROADS, 110 FEET WEST OF THE CENTER OF NEW U.S.
 NN0569'HIGHWAY 183, 9 FEET SOUTH OF THE SOUTH GATE POST, AND 1 FOOT
 NN0569'EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0277 ***********************************************************************
 NN0277  DESIGNATION -  R 19
 NN0277  PID         -  NN0277
 NN0277  STATE/COUNTY-  NE/BOYD
 NN0277  USGS QUAD   -  SPENCER SOUTH (1952)
 NN0277
 NN0277                         *CURRENT SURVEY CONTROL
 NN0277  ___________________________________________________________________
 NN0277* NAD 83(1986)-  42 51 27.     (N)    098 39 50.     (W)     SCALED    
 NN0277* NAVD 88     -       463.492  (meters)    1520.64   (feet)  ADJUSTED  
 NN0277  ___________________________________________________________________
 NN0277  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 NN0277  DYNAMIC HT  -         463.329 (meters)    1520.11  (feet)  COMP
 NN0277  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 NN0277
 NN0277  VERT ORDER  -  FIRST     CLASS II
 NN0277
 NN0277.The horizontal coordinates were scaled from a topographic map and have
 NN0277.an estimated accuracy of +/- 6 seconds.
 NN0277
 NN0277.The orthometric height was determined by differential leveling
 NN0277.and adjusted by the National Geodetic Survey in June 1991..
 NN0277
 NN0277.The geoid height was determined by GEOID03.
 NN0277
 NN0277.The dynamic height is computed by dividing the NAVD 88
 NN0277.geopotential number by the normal gravity value computed on the
 NN0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0277.degrees latitude (g = 980.6199 gals.).
 NN0277
 NN0277.The modeled gravity was interpolated from observed gravity values.
 NN0277
 NN0277;                    North         East    Units  Estimated Accuracy
 NN0277;SPC NE       -   336,640.      609,190.      MT  (+/- 180 meters Scaled)
 NN0277
 NN0277                          SUPERSEDED SURVEY CONTROL
 NN0277
 NN0277  NGVD 29 (??/??/92)  463.233  (m)         1519.79   (f) ADJ UNCH    1 2
 NN0277
 NN0277.Superseded values are not recommended for survey control.
 NN0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0277.See file dsdata.txt to determine how the superseded data were derived.
 NN0277
 NN0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN274450(NAD 83)
 NN0277_MARKER: DB = BENCH MARK DISK
 NN0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0277_STAMPING: 1519.790 R 19 1933
 NN0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0277+STABILITY: SURFACE MOTION
 NN0277
 NN0277  HISTORY     - Date     Condition        Report By
 NN0277  HISTORY     - 1933     MONUMENTED       CGS
 NN0277
 NN0277                          STATION DESCRIPTION
 NN0277
 NN0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0277'2.2 MI E FROM SPENCER.
 NN0277'2-1/4 MILES EAST ALONG U.S. HIGHWAY 281 FROM SPENCER, BOYD
 NN0277'COUNTY, AT THE INTERSECTION OF STATE HIGHWAY 12, 150 FEET EAST
 NN0277'OF A BRIDGE OVER A DITCH, AND 70 FEET NORTH OF THE CENTER LINE
 NN0277'OF STATE HIGHWAY 12.  A STANDARD DISK, STAMPED 1519.790 R 19
 NN0277'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 NN0277'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0214 ***********************************************************************
 NN0214  DESIGNATION -  R 2
 NN0214  PID         -  NN0214
 NN0214  STATE/COUNTY-  NE/HOLT
 NN0214  USGS QUAD   -  EMMET NW (1986)
 NN0214
 NN0214                         *CURRENT SURVEY CONTROL
 NN0214  ___________________________________________________________________
 NN0214* NAD 83(1986)-  42 29 41.     (N)    098 54 46.     (W)     SCALED    
 NN0214* NAVD 88     -       629.768  (meters)    2066.16   (feet)  ADJUSTED  
 NN0214  ___________________________________________________________________
 NN0214  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 NN0214  DYNAMIC HT  -         629.518 (meters)    2065.34  (feet)  COMP
 NN0214  MODELED GRAV-     980,204.0   (mgal)                       NAVD 88
 NN0214
 NN0214  VERT ORDER  -  FIRST     CLASS II
 NN0214
 NN0214.The horizontal coordinates were scaled from a topographic map and have
 NN0214.an estimated accuracy of +/- 6 seconds.
 NN0214
 NN0214.The orthometric height was determined by differential leveling
 NN0214.and adjusted by the National Geodetic Survey in June 1991..
 NN0214
 NN0214.The geoid height was determined by GEOID03.
 NN0214
 NN0214.The dynamic height is computed by dividing the NAVD 88
 NN0214.geopotential number by the normal gravity value computed on the
 NN0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0214.degrees latitude (g = 980.6199 gals.).
 NN0214
 NN0214.The modeled gravity was interpolated from observed gravity values.
 NN0214
 NN0214;                    North         East    Units  Estimated Accuracy
 NN0214;SPC NE       -   296,060.      589,360.      MT  (+/- 180 meters Scaled)
 NN0214
 NN0214                          SUPERSEDED SURVEY CONTROL
 NN0214
 NN0214  NGVD 29 (??/??/92)  629.543  (m)         2065.43   (f) ADJ UNCH    1 2
 NN0214
 NN0214.Superseded values are not recommended for survey control.
 NN0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0214.See file dsdata.txt to determine how the superseded data were derived.
 NN0214
 NN0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN071047(NAD 83)
 NN0214_MARKER: DB = BENCH MARK DISK
 NN0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0214_MARK LOGO: NONE  
 NN0214_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0214+STABILITY: SURFACE MOTION
 NN0214
 NN0214  HISTORY     - Date     Condition        Report By
 NN0214  HISTORY     - UNK      MONUMENTED       CGS
 NN0214  HISTORY     - 1946     GOOD             NGS
 NN0214  HISTORY     - 19971129 GOOD             LOCSUR
 NN0214
 NN0214                          STATION DESCRIPTION
 NN0214
 NN0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NN0214'4 MI SE FROM ATKINSON.
 NN0214'4.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0214'FROM THE STATION AT ATKINSON, HOLT COUNTY, JUST EAST OF THE
 NN0214'FIRST CURVE SOUTHEAST OF THE TOWN, IN SEC. 11, T. 30 N., R 14 W.,
 NN0214'AT THE CROSSING OF A COUNTY ROAD, 46 FEET SOUTHWEST OF THE
 NN0214'CENTERLINE OF THE TRACK, 38 FEET WEST OF THE CENTERLINE OF THE
 NN0214'ROAD, 8.5 FEET SOUTH OF A POLE, AND 4 FEET NORTH OF THE
 NN0214'RIGHT-OF-WAY FENCE.  THE BOTTOM OF A SQUARE HOLE SURROUNDED
 NN0214'BY THE LETTERS USBM IN THE TOP OF A LIMESTONE POST PROJECTING
 NN0214'1 FOOT ABOVE GROUND.
 NN0214
 NN0214                          STATION RECOVERY (1997)
 NN0214
 NN0214'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JFP)
 NN0214'LOCATED ALONG THE SOUTH SIDE OF THE COWBOY TRAIL (FORMER CHICAGO AND
 NN0214'NORTH WESTERN RAILROAD GRADE) BETWEEN THED TOWNS OF EMMET AND
 NN0214'ATKINSON, IN THE SE 1/4, SEC 11, T 29 N, R 14 W.  TO REACH FROM THE
 NN0214'INTERSECTION OF HIGHWAY 20 AND HIGHWAY 11 IN THE SOUTHEAST PART OF
 NN0214'ATKINSON, GO SOUTHEAST ALONG HIGHWAY 20 FOR 3.7 MILES (6.0 KM) TO THE
 NN0214'INTERSECTION OF A GRAVELED COUNTY ROAD RUNNING NORTH AND SOUTH.  (THE
 NN0214'HIGHWAY 20 MILEPOST IS 293.7 AT THIS LOCATION) .  THEN GO SOUTH ON THE
 NN0214'GRAVEL ROAD TO THE STATION WHICH IS JUST SOUTH OF HIGHWAY 20 AND 46
 NN0214'FEET (14.0 M) SOUTHWEST FROM THE CENTER OF THE COWBOY TRAIL (MEASURED
 NN0214'PERPENDICULAR TO THE TRAIL) , 40 FEET (12.2 M) WEST FROM THE CENTER OF
 NN0214'THE GRAVEL ROAD (MEASURED PERPENDICULAR TO THE ROAD) , 38 FEET (11.6
 NN0214'M) NORTH FROM THE CENTER OF A FARM DRIVE RUNNING WEST, 4.8 FEET (1.5
 NN0214'M) NORTH FROM A FENCE RUNNING SOUTHEAST-NORTHWEST, 5.8 FEET (1.8 M)
 NN0214'NORTHWEST FROM THE END POST OF THE FENCE, 11.9 FEET (3.6 M) NORTHWEST
 NN0214'FROM THE NORTH FACE OF A POWER POLE, 4.5 FEET (1.4 M) EAST FROM THE
 NN0214'FACE OF AN 8 INCH PLUM BRUSH TREE.  THE BOTTOM OF A 1 1/4 INCH SQUARE
 NN0214'HOLE IN THE CENTER OF A 6 INCH SQUARE LIMESTONE POST PROJECTING 0.3
 NN0214'FEET (9.1 CM) ABOVE THE SURFACE WITH THE LETTERS USBM ON TOP AT THE
 NN0214'FOUR CORNERS.  THE SQUARE HOLE HAS BEEN DEFACED, POSSIBLY TO ALLOW A
 NN0214'LEVEL ROD TO BETTER TOUCH THE BOTTOM OF THE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0169 ***********************************************************************
 NO0169  DESIGNATION -  R 20
 NO0169  PID         -  NO0169
 NO0169  STATE/COUNTY-  NE/CHERRY
 NO0169  USGS QUAD   -  HUDSON LAKE (1985)
 NO0169
 NO0169                         *CURRENT SURVEY CONTROL
 NO0169  ___________________________________________________________________
 NO0169* NAD 83(1986)-  42 39 48.     (N)    100 39 48.     (W)     SCALED    
 NO0169* NAVD 88     -       873.552  (meters)    2865.98   (feet)  ADJUSTED  
 NO0169  ___________________________________________________________________
 NO0169  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 NO0169  DYNAMIC HT  -         873.161 (meters)    2864.70  (feet)  COMP
 NO0169  MODELED GRAV-     980,144.5   (mgal)                       NAVD 88
 NO0169
 NO0169  VERT ORDER  -  FIRST     CLASS II
 NO0169
 NO0169.The horizontal coordinates were scaled from a topographic map and have
 NO0169.an estimated accuracy of +/- 6 seconds.
 NO0169
 NO0169.The orthometric height was determined by differential leveling
 NO0169.and adjusted by the National Geodetic Survey in June 1991..
 NO0169
 NO0169.The geoid height was determined by GEOID03.
 NO0169
 NO0169.The dynamic height is computed by dividing the NAVD 88
 NO0169.geopotential number by the normal gravity value computed on the
 NO0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0169.degrees latitude (g = 980.6199 gals.).
 NO0169
 NO0169.The modeled gravity was interpolated from observed gravity values.
 NO0169
 NO0169;                    North         East    Units  Estimated Accuracy
 NO0169;SPC NE       -   314,430.      445,630.      MT  (+/- 180 meters Scaled)
 NO0169
 NO0169                          SUPERSEDED SURVEY CONTROL
 NO0169
 NO0169  NGVD 29 (02/14/92)  873.247  (m)         2864.98   (f) ADJUSTED    1 2
 NO0169
 NO0169.Superseded values are not recommended for survey control.
 NO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0169.See file dsdata.txt to determine how the superseded data were derived.
 NO0169
 NO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN636247(NAD 83)
 NO0169_MARKER: DB = BENCH MARK DISK
 NO0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0169_SP_SET: CONCRETE POST
 NO0169_STAMPING: R 20 1933 2864.978
 NO0169_MARK LOGO: CGS   
 NO0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0169+STABILITY: SURFACE MOTION
 NO0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NO0169+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1991
 NO0169
 NO0169  HISTORY     - Date     Condition        Report By
 NO0169  HISTORY     - 1933     MONUMENTED       CGS
 NO0169  HISTORY     - 1934     GOOD             NGS
 NO0169  HISTORY     - 19910804 GOOD             NGS
 NO0169
 NO0169                          STATION DESCRIPTION
 NO0169
 NO0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0169'21.7 MI SW FROM VALENTINE.
 NO0169'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0169'VALENTINE, CHERRY COUNTY, THENCE 14.5 MILES SOUTHWEST ALONG A
 NO0169'DIRT ROAD, AT A 90-DEGREE TURN IN THE ROAD, AT GORDON VALLEY
 NO0169'RANCH, 175 FEET WEST OF A SECTION CORNER, 125 FEET SOUTH OF THE
 NO0169'RANCHHOUSE, AND AT THE EAST SIDE OF THE ENTRANCE GATE TO A WHITE
 NO0169'HOUSE.  A STANDARD DISK, STAMPED 2864.978 R 20 1933 AND SET IN
 NO0169'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NO0169
 NO0169                          STATION RECOVERY (1991)
 NO0169
 NO0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0169'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0169'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 9.7 KM (6.00 MI) WESTERLY
 NO0169'ALONG STATE HIGHWAY SPUR 16B, THENCE 1.5 KM (0.95 MI) WESTERLY ALONG
 NO0169'A PAVED ROAD, THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG THE GORDON
 NO0169'VALLEY RANCH ENTRANCE ROAD, 61.0 M (200.1 FT) WEST OF AND LEVEL WITH
 NO0169'THE ROAD CENTER, 27.2 M (89.2 FT) SOUTH OF THE SOUTHWEST CORNER OF
 NO0169'THE PAUL YOUNG RESIDENCE, 0.4 M (1.3 FT) SOUTH OF A GATE SWING POST,
 NO0169'0.3 M (1.0 FT) EAST OF THE EAST EDGE OF A SIDEWALK, AND THE MONUMENT
 NO0169'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY
 NO0169'OWNED BY THE GORDON VALLEY RANCH.  CONTACT--PAUL YOUNG, HC 37, BOX
 NO0169'24, VALENTINE, NE 69201, TELEPHONE NUMBER (402) 376-1654.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0052 ***********************************************************************
 LJ0052  DESIGNATION -  R 200
 LJ0052  PID         -  LJ0052
 LJ0052  STATE/COUNTY-  NE/FURNAS
 LJ0052  USGS QUAD   -  SHIPPEE (1983)
 LJ0052
 LJ0052                         *CURRENT SURVEY CONTROL
 LJ0052  ___________________________________________________________________
 LJ0052* NAD 83(1986)-  40 06 13.     (N)    100 09 38.     (W)     SCALED    
 LJ0052* NAVD 88     -       709.629  (meters)    2328.17   (feet)  ADJUSTED  
 LJ0052  ___________________________________________________________________
 LJ0052  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 LJ0052  DYNAMIC HT  -         709.163 (meters)    2326.65  (feet)  COMP
 LJ0052  MODELED GRAV-     979,945.2   (mgal)                       NAVD 88
 LJ0052
 LJ0052  VERT ORDER  -  SECOND    CLASS 0
 LJ0052
 LJ0052.The horizontal coordinates were scaled from a topographic map and have
 LJ0052.an estimated accuracy of +/- 6 seconds.
 LJ0052
 LJ0052.The orthometric height was determined by differential leveling
 LJ0052.and adjusted by the National Geodetic Survey in June 1991..
 LJ0052
 LJ0052.The geoid height was determined by GEOID03.
 LJ0052
 LJ0052.The dynamic height is computed by dividing the NAVD 88
 LJ0052.geopotential number by the normal gravity value computed on the
 LJ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0052.degrees latitude (g = 980.6199 gals.).
 LJ0052
 LJ0052.The modeled gravity was interpolated from observed gravity values.
 LJ0052
 LJ0052;                    North         East    Units  Estimated Accuracy
 LJ0052;SPC NE       -    30,020.      486,310.      MT  (+/- 180 meters Scaled)
 LJ0052
 LJ0052                          SUPERSEDED SURVEY CONTROL
 LJ0052
 LJ0052  NGVD 29 (??/??/92)  709.349  (m)         2327.26   (f) ADJ UNCH    2 0
 LJ0052
 LJ0052.Superseded values are not recommended for survey control.
 LJ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0052.See file dsdata.txt to determine how the superseded data were derived.
 LJ0052
 LJ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK010399(NAD 83)
 LJ0052_MARKER: DB = BENCH MARK DISK
 LJ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0052_STAMPING: R 200 1934
 LJ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0052+STABILITY: SURFACE MOTION
 LJ0052
 LJ0052  HISTORY     - Date     Condition        Report By
 LJ0052  HISTORY     - 1934     MONUMENTED       CGS
 LJ0052
 LJ0052                          STATION DESCRIPTION
 LJ0052
 LJ0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0052'2.9 MI SW FROM WILSONVILLE.
 LJ0052'2.9 MILES SOUTHWEST OF BURLINGTON STATION AT WILSONVILLE 120 FEET
 LJ0052'EAST OF RAILROAD TRESTLE AT MILEAGE 38.62, 60 FEET SOUTH OF
 LJ0052'CENTERLINE OF STATE HIGHWAY 89, 36 FEET NORTH OF CENTERLINE
 LJ0052'OF C.B. AND Q. RR. TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0392 ***********************************************************************
 LG0392  DESIGNATION -  R 206
 LG0392  PID         -  LG0392
 LG0392  STATE/COUNTY-  NE/LANCASTER
 LG0392  USGS QUAD   -  EMERALD (1978)
 LG0392
 LG0392                         *CURRENT SURVEY CONTROL
 LG0392  ___________________________________________________________________
 LG0392* NAD 83(1986)-  40 48 27.     (N)    096 46 45.     (W)     SCALED    
 LG0392* NAVD 88     -       357.498  (meters)    1172.89   (feet)  ADJUSTED  
 LG0392  ___________________________________________________________________
 LG0392  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 LG0392  DYNAMIC HT  -         357.334 (meters)    1172.35  (feet)  COMP
 LG0392  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 LG0392
 LG0392  VERT ORDER  -  SECOND    CLASS 0
 LG0392
 LG0392.The horizontal coordinates were scaled from a topographic map and have
 LG0392.an estimated accuracy of +/- 6 seconds.
 LG0392
 LG0392.The orthometric height was determined by differential leveling
 LG0392.and adjusted by the National Geodetic Survey in June 1991..
 LG0392.WARNING-Repeat measurements at this control monument indicate possible
 LG0392.vertical movement.
 LG0392
 LG0392.The geoid height was determined by GEOID03.
 LG0392
 LG0392.The dynamic height is computed by dividing the NAVD 88
 LG0392.geopotential number by the normal gravity value computed on the
 LG0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0392.degrees latitude (g = 980.6199 gals.).
 LG0392
 LG0392.The modeled gravity was interpolated from observed gravity values.
 LG0392
 LG0392;                    North         East    Units  Estimated Accuracy
 LG0392;SPC NE       -   113,220.      771,640.      MT  (+/- 180 meters Scaled)
 LG0392
 LG0392                          SUPERSEDED SURVEY CONTROL
 LG0392
 LG0392  NGVD 29 (??/??/92)  357.363  (m)         1172.45   (f) ADJ UNCH    2 0
 LG0392
 LG0392.Superseded values are not recommended for survey control.
 LG0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0392.See file dsdata.txt to determine how the superseded data were derived.
 LG0392
 LG0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL873197(NAD 83)
 LG0392_MARKER: DB = BENCH MARK DISK
 LG0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0392_SP_SET: TOWER BASE
 LG0392_STAMPING: R 206 1939
 LG0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0392
 LG0392  HISTORY     - Date     Condition        Report By
 LG0392  HISTORY     - 1939     MONUMENTED       CGS
 LG0392  HISTORY     - 1959     GOOD             NGS
 LG0392
 LG0392                          STATION DESCRIPTION
 LG0392
 LG0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LG0392'3.8 MI W FROM LINCOLN.
 LG0392'3.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0392'FROM THE STATION AT LINCOLN, LANCASTER COUNTY, 320 FEET WEST OF A
 LG0392'ROAD CROSSING, 120 FEET NORTHEAST OF A SWITCHING STATION, IN
 LG0392'THE TOP OF THE NORTHEAST CORNER OF AN ABANDONED TOWER BASE, AND
 LG0392'6 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 LG0392'STAMPED R 206 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0302 ***********************************************************************
 LG0302  DESIGNATION -  R 207
 LG0302  PID         -  LG0302
 LG0302  STATE/COUNTY-  NE/LANCASTER
 LG0302  USGS QUAD   -  LINCOLN (1980)
 LG0302
 LG0302                         *CURRENT SURVEY CONTROL
 LG0302  ___________________________________________________________________
 LG0302* NAD 83(1986)-  40 46 05.     (N)    096 40 58.     (W)     SCALED    
 LG0302* NAVD 88     -       364.171  (meters)    1194.78   (feet)  ADJUSTED  
 LG0302  ___________________________________________________________________
 LG0302  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 LG0302  DYNAMIC HT  -         364.013 (meters)    1194.27  (feet)  COMP
 LG0302  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 LG0302
 LG0302  VERT ORDER  -  FIRST     CLASS II
 LG0302
 LG0302.The horizontal coordinates were scaled from a topographic map and have
 LG0302.an estimated accuracy of +/- 6 seconds.
 LG0302
 LG0302.The orthometric height was determined by differential leveling
 LG0302.and adjusted by the National Geodetic Survey in June 1991..
 LG0302
 LG0302.The geoid height was determined by GEOID03.
 LG0302
 LG0302.The dynamic height is computed by dividing the NAVD 88
 LG0302.geopotential number by the normal gravity value computed on the
 LG0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0302.degrees latitude (g = 980.6199 gals.).
 LG0302
 LG0302.The modeled gravity was interpolated from observed gravity values.
 LG0302
 LG0302;                    North         East    Units  Estimated Accuracy
 LG0302;SPC NE       -   109,150.      779,930.      MT  (+/- 180 meters Scaled)
 LG0302
 LG0302                          SUPERSEDED SURVEY CONTROL
 LG0302
 LG0302  NGVD 29 (??/??/92)  364.076  (m)         1194.47   (f) ADJ UNCH    1 2
 LG0302
 LG0302.Superseded values are not recommended for survey control.
 LG0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0302.See file dsdata.txt to determine how the superseded data were derived.
 LG0302
 LG0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL955155(NAD 83)
 LG0302_MARKER: DB = BENCH MARK DISK
 LG0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0302_SP_SET: ABUTMENT
 LG0302_STAMPING: R 207 1940
 LG0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0302
 LG0302  HISTORY     - Date     Condition        Report By
 LG0302  HISTORY     - 1940     MONUMENTED       CGS
 LG0302  HISTORY     - 1971     POOR             LOCSUR
 LG0302  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LG0302  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0302
 LG0302                          STATION DESCRIPTION
 LG0302
 LG0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0302'4.3 MI SE FROM LINCOLN.
 LG0302'4.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0302'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, AT A
 LG0302'GRAVEL ROAD CROSSING, 28 FEET EAST OF THE CENTERLINE OF THE
 LG0302'GRAVEL ROAD, 21.5 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LG0302'AT THE OVERHEAD CROSSING OF THE CHICAGO, ROCK ISLAND AND
 LG0302'PACIFIC RAILROAD, IN THE FACE OF THE NORTH ABUTMENT, 1 FOOT
 LG0302'EAST OF THE SOUTHWEST CORNER, AND 1.5 FEET ABOVE THE GROUND.
 LG0302'A STANDARD DISK, STAMPED R 207 1940 AND SET VERTICALLY.
 LG0302
 LG0302                          STATION RECOVERY (1971)
 LG0302
 LG0302'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 LG0302'MONUMENT IS SOLID BUT IT HAS BEEN SHOT WITH RIFLE OR POSTOL CONCRETE
 LG0302'NEEDS REPAIR.
 LG0302
 LG0302                          STATION RECOVERY (1990)
 LG0302
 LG0302'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LG0302'MARK NOT FOUND.
 LG0302
 LG0302                          STATION RECOVERY (1991)
 LG0302
 LG0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0302'THE BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 LG0302'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1319 ***********************************************************************
 LG1319  DESIGNATION -  R 207 RESET
 LG1319  PID         -  LG1319
 LG1319  STATE/COUNTY-  NE/LANCASTER
 LG1319  USGS QUAD   -  LINCOLN (1980)
 LG1319
 LG1319                         *CURRENT SURVEY CONTROL
 LG1319  ___________________________________________________________________
 LG1319* NAD 83(1986)-  40 46 12.     (N)    096 41 02.     (W)     SCALED    
 LG1319* NAVD 88     -       367.572  (meters)    1205.94   (feet)  ADJUSTED  
 LG1319  ___________________________________________________________________
 LG1319  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG1319  DYNAMIC HT  -         367.413 (meters)    1205.42  (feet)  COMP
 LG1319  MODELED GRAV-     980,179.3   (mgal)                       NAVD 88
 LG1319
 LG1319  VERT ORDER  -  FIRST     CLASS II
 LG1319
 LG1319.The horizontal coordinates were scaled from a topographic map and have
 LG1319.an estimated accuracy of +/- 6 seconds.
 LG1319
 LG1319.The orthometric height was determined by differential leveling
 LG1319.and adjusted by the National Geodetic Survey in May 1993..
 LG1319
 LG1319.The geoid height was determined by GEOID03.
 LG1319
 LG1319.The dynamic height is computed by dividing the NAVD 88
 LG1319.geopotential number by the normal gravity value computed on the
 LG1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1319.degrees latitude (g = 980.6199 gals.).
 LG1319
 LG1319.The modeled gravity was interpolated from observed gravity values.
 LG1319
 LG1319;                    North         East    Units  Estimated Accuracy
 LG1319;SPC NE       -   109,360.      779,830.      MT  (+/- 180 meters Scaled)
 LG1319
 LG1319                          SUPERSEDED SURVEY CONTROL
 LG1319
 LG1319  NGVD 29 (08/02/06)  367.48   (m)         1205.6    (f) RESET       3  
 LG1319
 LG1319.Superseded values are not recommended for survey control.
 LG1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1319.See file dsdata.txt to determine how the superseded data were derived.
 LG1319
 LG1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL954158(NAD 83)
 LG1319_MARKER: DV = VERTICAL CONTROL DISK
 LG1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1319_SP_SET: CONCRETE POST
 LG1319_STAMPING: R-207 1940 RESET 1985
 LG1319_MARK LOGO: NGS   
 LG1319_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1319+STABILITY: SURFACE MOTION
 LG1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1319+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 LG1319
 LG1319  HISTORY     - Date     Condition        Report By
 LG1319  HISTORY     - 1985     MONUMENTED       NGS
 LG1319  HISTORY     - 19911022 GOOD             NGS
 LG1319  HISTORY     - 20040804 GOOD             USPSQD
 LG1319  HISTORY     - 20050730 GOOD             GEOCAC
 LG1319
 LG1319                          STATION DESCRIPTION
 LG1319
 LG1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1319'IN LINCOLN, AT THE INTERSECTION OF SOUTH 27TH STREET AND STATE
 LG1319'HIGHWAY 2, 48.3 M (158.5 FT) WEST OF THE WEST CURB OF THE STREET,
 LG1319'29.7 M (97.4 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY, 13.3 M (43.6
 LG1319'FT) NORTH OF THE NORTH CORNER OF A TRAFFIC SIGNAL CONTROL BOX, 8.4 M
 LG1319'(27.6 FT) NORTH OF THE CENTER OF A BICYCLE PATH, 3.1 M (10.2 FT) WEST
 LG1319'OF A FENCE CORNER, 0.8 M (2.6 FT) SOUTH OF A FENCE, 0.8 M (2.6 FT)
 LG1319'EAST OF A WITNESS POST, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 LG1319'HIGHWAY, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE
 LG1319'GROUND SURFACE.
 LG1319
 LG1319                          STATION RECOVERY (2004)
 LG1319
 LG1319'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 LG1319'RECOVERED IN GOOD CONDITION.
 LG1319
 LG1319                          STATION RECOVERY (2005)
 LG1319
 LG1319'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1319'SOUTH 27TH STREET HAS BEEN WIDENED, MAKING THE DISTANCE FROM THE WEST
 LG1319'CURB 41.7 M (136.8 FT), THE OTHER REFERENCES HAVE NOT CHANGED.
 LG1319'HANDHELD GPS NAD83 COORDINATES N 40D 46M 11.8S  W 96D 41M 01.0S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0039 ***********************************************************************
 LG0039  DESIGNATION -  R 208
 LG0039  PID         -  LG0039
 LG0039  STATE/COUNTY-  NE/LANCASTER
 LG0039  USGS QUAD   -  PALMYRA (1966)
 LG0039
 LG0039                         *CURRENT SURVEY CONTROL
 LG0039  ___________________________________________________________________
 LG0039* NAD 83(1986)-  40 40 58.     (N)    096 29 00.     (W)     SCALED    
 LG0039* NAVD 88     -       369.501  (meters)    1212.27   (feet)  ADJUSTED  
 LG0039  ___________________________________________________________________
 LG0039  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 LG0039  DYNAMIC HT  -         369.337 (meters)    1211.73  (feet)  COMP
 LG0039  MODELED GRAV-     980,168.2   (mgal)                       NAVD 88
 LG0039
 LG0039  VERT ORDER  -  FIRST     CLASS II
 LG0039
 LG0039.The horizontal coordinates were scaled from a topographic map and have
 LG0039.an estimated accuracy of +/- 6 seconds.
 LG0039
 LG0039.The orthometric height was determined by differential leveling
 LG0039.and adjusted by the National Geodetic Survey in June 1991..
 LG0039
 LG0039.The geoid height was determined by GEOID03.
 LG0039
 LG0039.The dynamic height is computed by dividing the NAVD 88
 LG0039.geopotential number by the normal gravity value computed on the
 LG0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0039.degrees latitude (g = 980.6199 gals.).
 LG0039
 LG0039.The modeled gravity was interpolated from observed gravity values.
 LG0039
 LG0039;                    North         East    Units  Estimated Accuracy
 LG0039;SPC NE       -   100,360.      797,140.      MT  (+/- 180 meters Scaled)
 LG0039
 LG0039                          SUPERSEDED SURVEY CONTROL
 LG0039
 LG0039  NGVD 29 (??/??/92)  369.400  (m)         1211.94   (f) ADJ UNCH    1 2
 LG0039
 LG0039.Superseded values are not recommended for survey control.
 LG0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0039.See file dsdata.txt to determine how the superseded data were derived.
 LG0039
 LG0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL126065(NAD 83)
 LG0039_MARKER: DB = BENCH MARK DISK
 LG0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0039_STAMPING: R 208 1940
 LG0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0039+STABILITY: SURFACE MOTION
 LG0039
 LG0039  HISTORY     - Date     Condition        Report By
 LG0039  HISTORY     - 1940     MONUMENTED       CGS
 LG0039  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LG0039
 LG0039                          STATION DESCRIPTION
 LG0039
 LG0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0039'1.3 MI E FROM BENNET.
 LG0039'1.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0039'FROM THE STATION AT BENNET, LANCASTER COUNTY, 175 FEET SOUTHWEST
 LG0039'ACROSS THE TRACK FROM THE CENTER OF THE INTERSECTION OF TWO
 LG0039'ROADS, AT THE CROSSING OF A NORTH-AND-SOUTH ROAD, 97 FEET
 LG0039'SOUTHWEST OF THE CENTER OF THE CROSSING, 57 FEET WEST OF THE
 LG0039'CENTERLINE OF THE ROAD, 49 FEET SOUTH OF THE CENTERLINE OF THE
 LG0039'TRACK, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 LG0039'STANDARD DISK, STAMPED R 208 1940 AND SET IN THE TOP OF A
 LG0039'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0039
 LG0039                          STATION RECOVERY (1983)
 LG0039
 LG0039'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LG0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0444 ***********************************************************************
 LG0444  DESIGNATION -  R 209
 LG0444  PID         -  LG0444
 LG0444  STATE/COUNTY-  NE/SALINE
 LG0444  USGS QUAD   -  FRIEND (1966)
 LG0444
 LG0444                         *CURRENT SURVEY CONTROL
 LG0444  ___________________________________________________________________
 LG0444* NAD 83(1986)-  40 39 11.     (N)    097 19 00.     (W)     SCALED    
 LG0444* NAVD 88     -       476.733  (meters)    1564.08   (feet)  ADJUSTED  
 LG0444  ___________________________________________________________________
 LG0444  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 LG0444  DYNAMIC HT  -         476.473 (meters)    1563.23  (feet)  COMP
 LG0444  MODELED GRAV-     980,065.1   (mgal)                       NAVD 88
 LG0444
 LG0444  VERT ORDER  -  FIRST     CLASS II
 LG0444
 LG0444.The horizontal coordinates were scaled from a topographic map and have
 LG0444.an estimated accuracy of +/- 6 seconds.
 LG0444
 LG0444.The orthometric height was determined by differential leveling
 LG0444.and adjusted by the National Geodetic Survey in June 1991..
 LG0444
 LG0444.The geoid height was determined by GEOID03.
 LG0444
 LG0444.The dynamic height is computed by dividing the NAVD 88
 LG0444.geopotential number by the normal gravity value computed on the
 LG0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0444.degrees latitude (g = 980.6199 gals.).
 LG0444
 LG0444.The modeled gravity was interpolated from observed gravity values.
 LG0444
 LG0444;                    North         East    Units  Estimated Accuracy
 LG0444;SPC NE       -    94,530.      726,850.      MT  (+/- 180 meters Scaled)
 LG0444
 LG0444                          SUPERSEDED SURVEY CONTROL
 LG0444
 LG0444  NGVD 29 (??/??/92)  476.570  (m)         1563.55   (f) ADJ UNCH    1 2
 LG0444
 LG0444.Superseded values are not recommended for survey control.
 LG0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0444.See file dsdata.txt to determine how the superseded data were derived.
 LG0444
 LG0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL423016(NAD 83)
 LG0444_MARKER: DB = BENCH MARK DISK
 LG0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0444_SP_SET: CULVERT
 LG0444_STAMPING: R 209 1940
 LG0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0444
 LG0444  HISTORY     - Date     Condition        Report By
 LG0444  HISTORY     - 1940     MONUMENTED       CGS
 LG0444
 LG0444                          STATION DESCRIPTION
 LG0444
 LG0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0444'1.6 MI W FROM FRIEND.
 LG0444'1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0444'FROM THE STATION AT FRIEND, SALINE COUNTY, 120 FEET SOUTH OF THE
 LG0444'CENTERLINE OF THE TRACK, 19.5 FEET NORTH OF THE CENTERLINE OF
 LG0444'U.S. HIGHWAY 6, AT A 3-FOOT IRON-PIPE CULVERT UNDER THE HIGHWAY,
 LG0444'IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL, AND
 LG0444'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 LG0444'R 209 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0445 ***********************************************************************
 LG0445  DESIGNATION -  R 209 RESET
 LG0445  PID         -  LG0445
 LG0445  STATE/COUNTY-  NE/SALINE
 LG0445  USGS QUAD   -  FRIEND (1966)
 LG0445
 LG0445                         *CURRENT SURVEY CONTROL
 LG0445  ___________________________________________________________________
 LG0445* NAD 83(1986)-  40 39 11.     (N)    097 18 59.     (W)     SCALED    
 LG0445* NAVD 88     -       475.917  (meters)    1561.40   (feet)  ADJUSTED  
 LG0445  ___________________________________________________________________
 LG0445  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 LG0445  DYNAMIC HT  -         475.657 (meters)    1560.55  (feet)  COMP
 LG0445  MODELED GRAV-     980,065.1   (mgal)                       NAVD 88
 LG0445
 LG0445  VERT ORDER  -  FIRST     CLASS II
 LG0445
 LG0445.The horizontal coordinates were scaled from a topographic map and have
 LG0445.an estimated accuracy of +/- 6 seconds.
 LG0445
 LG0445.The orthometric height was determined by differential leveling
 LG0445.and adjusted by the National Geodetic Survey in May 1993..
 LG0445
 LG0445.The geoid height was determined by GEOID03.
 LG0445
 LG0445.The dynamic height is computed by dividing the NAVD 88
 LG0445.geopotential number by the normal gravity value computed on the
 LG0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0445.degrees latitude (g = 980.6199 gals.).
 LG0445
 LG0445.The modeled gravity was interpolated from observed gravity values.
 LG0445
 LG0445;                    North         East    Units  Estimated Accuracy
 LG0445;SPC NE       -    94,530.      726,880.      MT  (+/- 180 meters Scaled)
 LG0445
 LG0445                          SUPERSEDED SURVEY CONTROL
 LG0445
 LG0445  NGVD 29 (??/??/??)  475.81   (m)         1561.1    (f) RESET       3  
 LG0445
 LG0445.Superseded values are not recommended for survey control.
 LG0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0445.See file dsdata.txt to determine how the superseded data were derived.
 LG0445
 LG0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL423016(NAD 83)
 LG0445_MARKER: DB = BENCH MARK DISK
 LG0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0445_SP_SET: CONCRETE POST
 LG0445_STAMPING: R 209 1940 RESET 1964
 LG0445_MARK LOGO: CGS   
 LG0445_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0445+STABILITY: SURFACE MOTION
 LG0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0445+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0445
 LG0445  HISTORY     - Date     Condition        Report By
 LG0445  HISTORY     - 1964     MONUMENTED       CGS
 LG0445  HISTORY     - 19911008 GOOD             NGS
 LG0445
 LG0445                          STATION DESCRIPTION
 LG0445
 LG0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LG0445'1.6 MI W FROM FRIEND.
 LG0445'1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0445'FROM THE STATION AT FRIEND, SALINE COUNTY, 0.25 MILE EAST OF
 LG0445'MILEPOST 99, 80 FEET WEST-NORTHWEST OF METAL CULVERT, 70 FEET
 LG0445'SOUTH OF THE SOUTH RAIL OF TRACK, 64 FEET SOUTH-SOUTHWEST OF
 LG0445'CONCRETE W POST ALONG RAILROAD TRACKS, 68 FEET NORTH OF THE
 LG0445'CENTERLINE OF U.S. HIGHWAY 6, 2 FEET SOUTH OF TELEGRAPH POLE, AND
 LG0445'1 FOOT NORTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6
 LG0445'INCHES AND THE DISK IS STAMPED R 209 1940 RESET 1964.
 LG0445
 LG0445                          STATION RECOVERY (1991)
 LG0445
 LG0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0445'24.0 KM (14.90 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0445'OF U.S. HIGHWAY 81 IN FAIRMONT, 24.3 M (79.7 FT) NORTHWEST OF THE
 LG0445'NORTH END OF A PIPE CULVERT, 21.0 M (68.9 FT) SOUTH OF THE NEAR RAIL
 LG0445'OF THE BURLINGTON NORTHERN RAILROAD, 1.0 M (3.3 FT) BELOW THE LEVEL
 LG0445'OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTH OF A UTILITY POLE WITH 2 GUY
 LG0445'CABLES, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 LG0445'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0240 ***********************************************************************
 NO0240  DESIGNATION -  R 21
 NO0240  PID         -  NO0240
 NO0240  STATE/COUNTY-  NE/CHERRY
 NO0240  USGS QUAD   -  MULLEN NE (1987)
 NO0240
 NO0240                         *CURRENT SURVEY CONTROL
 NO0240  ___________________________________________________________________
 NO0240* NAD 83(1986)-  42 13 15.     (N)    101 02 37.     (W)     SCALED    
 NO0240* NAVD 88     -       998.135  (meters)    3274.71   (feet)  ADJUSTED  
 NO0240  ___________________________________________________________________
 NO0240  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 NO0240  DYNAMIC HT  -         997.618 (meters)    3273.02  (feet)  COMP
 NO0240  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 NO0240
 NO0240  VERT ORDER  -  FIRST     CLASS II
 NO0240
 NO0240.The horizontal coordinates were scaled from a topographic map and have
 NO0240.an estimated accuracy of +/- 6 seconds.
 NO0240
 NO0240.The orthometric height was determined by differential leveling
 NO0240.and adjusted by the National Geodetic Survey in June 1994..
 NO0240
 NO0240.The geoid height was determined by GEOID03.
 NO0240
 NO0240.The dynamic height is computed by dividing the NAVD 88
 NO0240.geopotential number by the normal gravity value computed on the
 NO0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0240.degrees latitude (g = 980.6199 gals.).
 NO0240
 NO0240.The modeled gravity was interpolated from observed gravity values.
 NO0240
 NO0240;                    North         East    Units  Estimated Accuracy
 NO0240;SPC NE       -   265,600.      413,860.      MT  (+/- 180 meters Scaled)
 NO0240
 NO0240                          SUPERSEDED SURVEY CONTROL
 NO0240
 NO0240  NAVD 88 (06/15/91)  998.157  (m)         3274.79   (f) UNKNOWN     1 2
 NO0240  NGVD 29 (02/14/92)  997.810  (m)         3273.65   (f) ADJUSTED    1 2
 NO0240
 NO0240.Superseded values are not recommended for survey control.
 NO0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0240.See file dsdata.txt to determine how the superseded data were derived.
 NO0240
 NO0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM313763(NAD 83)
 NO0240_MARKER: DB = BENCH MARK DISK
 NO0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0240_SP_SET: CONCRETE POST
 NO0240_STAMPING: R 21 1933 3273.648
 NO0240_MARK LOGO: CGS   
 NO0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0240+STABILITY: SURFACE MOTION
 NO0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0240+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1991
 NO0240
 NO0240  HISTORY     - Date     Condition        Report By
 NO0240  HISTORY     - 1933     MONUMENTED       CGS
 NO0240  HISTORY     - 1934     GOOD             NGS
 NO0240  HISTORY     - 1983     GOOD             NEDR
 NO0240  HISTORY     - 19910814 GOOD             NGS
 NO0240
 NO0240                          STATION DESCRIPTION
 NO0240
 NO0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0240'12.4 MI N FROM MULLEN.
 NO0240'IN CHERRY COUNTY, 12.4 MILES NORTH ALONG A DIRT ROAD FROM MULLEN,
 NO0240'HOOKER COUNTY, 2.4 MILES NORTH OF CHERRY SCHOOL, AT A
 NO0240'SECTION LINE, 55 FEET WEST OF THE ROAD, AND 29 FEET NORTH OF A
 NO0240'FENCE CORNER.  A STANDARD DISK, STAMPED 3273.648 R 21 1933
 NO0240'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 NO0240'ABOVE GROUND.
 NO0240
 NO0240                          STATION RECOVERY (1934)
 NO0240
 NO0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NO0240'RECOVERED IN GOOD CONDITION.
 NO0240
 NO0240                          STATION RECOVERY (1983)
 NO0240
 NO0240'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1983
 NO0240'RECOVERED IN GOOD CONDITION.
 NO0240
 NO0240                          STATION RECOVERY (1991)
 NO0240
 NO0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0240'20.3 KM (12.60 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0240'OF STATE HIGHWAY 2 IN MULLEN, 21.1 M (69.2 FT) NORTH OF A T-FENCE
 NO0240'CORNER, 14.2 M (46.6 FT) WEST OF THE HIGHWAY CENTERLINE, 9.3 M (30.5
 NO0240'FT) NORTHEAST OF UTILITY POLE NUMBER 219 21 18, 2.5 M (8.2 FT) EAST
 NO0240'OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 NO0240'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16
 NO0240'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1402 ***********************************************************************
 MK1402  DESIGNATION -  R 210
 MK1402  PID         -  MK1402
 MK1402  STATE/COUNTY-  NE/PLATTE
 MK1402  USGS QUAD   -  MONROE (1958)
 MK1402
 MK1402                         *CURRENT SURVEY CONTROL
 MK1402  ___________________________________________________________________
 MK1402* NAD 83(1986)-  41 22 32.     (N)    097 31 25.     (W)     SCALED    
 MK1402* NAVD 88     -       457.441  (meters)    1500.79   (feet)  ADJUSTED  
 MK1402  ___________________________________________________________________
 MK1402  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 MK1402  DYNAMIC HT  -         457.237 (meters)    1500.12  (feet)  COMP
 MK1402  MODELED GRAV-     980,163.2   (mgal)                       NAVD 88
 MK1402
 MK1402  VERT ORDER  -  FIRST     CLASS II
 MK1402
 MK1402.The horizontal coordinates were scaled from a topographic map and have
 MK1402.an estimated accuracy of +/- 6 seconds.
 MK1402
 MK1402.The orthometric height was determined by differential leveling
 MK1402.and adjusted by the National Geodetic Survey in June 1991..
 MK1402
 MK1402.The geoid height was determined by GEOID03.
 MK1402
 MK1402.The dynamic height is computed by dividing the NAVD 88
 MK1402.geopotential number by the normal gravity value computed on the
 MK1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1402.degrees latitude (g = 980.6199 gals.).
 MK1402
 MK1402.The modeled gravity was interpolated from observed gravity values.
 MK1402
 MK1402;                    North         East    Units  Estimated Accuracy
 MK1402;SPC NE       -   174,190.      707,070.      MT  (+/- 180 meters Scaled)
 MK1402
 MK1402                          SUPERSEDED SURVEY CONTROL
 MK1402
 MK1402  NGVD 29 (??/??/92)  457.250  (m)         1500.16   (f) ADJ UNCH    1 2
 MK1402
 MK1402.Superseded values are not recommended for survey control.
 MK1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1402.See file dsdata.txt to determine how the superseded data were derived.
 MK1402
 MK1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL234815(NAD 83)
 MK1402_MARKER: DB = BENCH MARK DISK
 MK1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1402_STAMPING: R 210 1940
 MK1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1402+STABILITY: SURFACE MOTION
 MK1402
 MK1402  HISTORY     - Date     Condition        Report By
 MK1402  HISTORY     - 1940     MONUMENTED       CGS
 MK1402
 MK1402                          STATION DESCRIPTION
 MK1402
 MK1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1402'1.8 MI SW FROM DUNCAN.
 MK1402'1.8 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT DUNCAN.
 MK1402'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO. 30,
 MK1402'112 FEET NORTH OF CENTERLINE OF HIGHWAY, 87 FEET SOUTH OF CENTERLINE
 MK1402'OF SOUTH MAIN TRACK, 12 FEET NORTH OF RIGHT-OF-WAY FENCE, 8.4
 MK1402'FEET NORTHWEST OF MILEPOST NO. 94, 3.0 FEET WEST OF 4 X 4 INCH
 MK1402'WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.3
 MK1402'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1378 ***********************************************************************
 MK1378  DESIGNATION -  R 211
 MK1378  PID         -  MK1378
 MK1378  STATE/COUNTY-  NE/MERRICK
 MK1378  USGS QUAD   -  CLARKS (1962)
 MK1378
 MK1378                         *CURRENT SURVEY CONTROL
 MK1378  ___________________________________________________________________
 MK1378* NAD 83(1986)-  41 12 57.     (N)    097 50 08.     (W)     SCALED    
 MK1378* NAVD 88     -       496.107  (meters)    1627.64   (feet)  ADJUSTED  
 MK1378  ___________________________________________________________________
 MK1378  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 MK1378  DYNAMIC HT  -         495.869 (meters)    1626.86  (feet)  COMP
 MK1378  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 MK1378
 MK1378  VERT ORDER  -  FIRST     CLASS II
 MK1378
 MK1378.The horizontal coordinates were scaled from a topographic map and have
 MK1378.an estimated accuracy of +/- 6 seconds.
 MK1378
 MK1378.The orthometric height was determined by differential leveling
 MK1378.and adjusted by the National Geodetic Survey in June 1991..
 MK1378
 MK1378.The geoid height was determined by GEOID03.
 MK1378
 MK1378.The dynamic height is computed by dividing the NAVD 88
 MK1378.geopotential number by the normal gravity value computed on the
 MK1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1378.degrees latitude (g = 980.6199 gals.).
 MK1378
 MK1378.The modeled gravity was interpolated from observed gravity values.
 MK1378
 MK1378;                    North         East    Units  Estimated Accuracy
 MK1378;SPC NE       -   155,760.      681,430.      MT  (+/- 180 meters Scaled)
 MK1378
 MK1378                          SUPERSEDED SURVEY CONTROL
 MK1378
 MK1378  NGVD 29 (??/??/92)  495.898  (m)         1626.96   (f) ADJ UNCH    1 2
 MK1378
 MK1378.Superseded values are not recommended for survey control.
 MK1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1378.See file dsdata.txt to determine how the superseded data were derived.
 MK1378
 MK1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL976633(NAD 83)
 MK1378_MARKER: DB = BENCH MARK DISK
 MK1378_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MK1378_SP_SET: WALL
 MK1378_STAMPING: R 211 1940
 MK1378_MARK LOGO: CGS   
 MK1378_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1378+STABILITY: SURFACE MOTION
 MK1378
 MK1378  HISTORY     - Date     Condition        Report By
 MK1378  HISTORY     - 1940     MONUMENTED       CGS
 MK1378  HISTORY     - 19811103 GOOD             NGS
 MK1378
 MK1378                          STATION DESCRIPTION
 MK1378
 MK1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1378'AT CLARKS.
 MK1378'AT CLARKS, BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE UNION
 MK1378'PACIFIC RR., LOCATED AT THE RR. STATION AT CLARKS, 30 FEET NORTH
 MK1378'OF CENTERLINE OF NORTH MAIN TRACK, 5.6 FEET SOUTHWEST OF CENTERLINE
 MK1378'OF ENTRANCE TO WAITING ROOM, 1.0 FOOT NORTHEAST OF WINDOW SILL
 MK1378'WHICH IS SOUTHWEST OF ENTRANCE, B.M. IS SET FLUSH AND VERTICALLY
 MK1378'IN THE SOUTH WALL OF STATION, 4.4 FEET ABOVE LEVEL OF THE GROUND.
 MK1378'NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE STATION SERVES AS
 MK1378'LANDMARK.
 MK1378
 MK1378                          STATION RECOVERY (1981)
 MK1378
 MK1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MK1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2208 ***********************************************************************
 MK2208  DESIGNATION -  R 211 RESET
 MK2208  PID         -  MK2208
 MK2208  STATE/COUNTY-  NE/MERRICK
 MK2208  USGS QUAD   -  CLARKS (1962)
 MK2208
 MK2208                         *CURRENT SURVEY CONTROL
 MK2208  ___________________________________________________________________
 MK2208* NAD 83(1986)-  41 12 57.     (N)    097 50 08.     (W)     SCALED    
 MK2208* NAVD 88     -       494.37   (meters)    1621.9    (feet)  RESET     
 MK2208  ___________________________________________________________________
 MK2208  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 MK2208
 MK2208  VERT ORDER  -  THIRD
 MK2208
 MK2208.The horizontal coordinates were scaled from a topographic map and have
 MK2208.an estimated accuracy of +/- 6 seconds.
 MK2208
 MK2208.The orthometric height was computed from unverified reset data.
 MK2208.No vertical observational check was made to the station.
 MK2208
 MK2208.The geoid height was determined by GEOID03.
 MK2208
 MK2208;                    North         East    Units  Estimated Accuracy
 MK2208;SPC NE       -   155,760.      681,430.      MT  (+/- 180 meters Scaled)
 MK2208
 MK2208                          SUPERSEDED SURVEY CONTROL
 MK2208
 MK2208  NGVD 29 (08/02/06)  494.16   (m)         1621.3    (f) RESET       3  
 MK2208
 MK2208.Superseded values are not recommended for survey control.
 MK2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2208.See file dsdata.txt to determine how the superseded data were derived.
 MK2208
 MK2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL976633(NAD 83)
 MK2208_MARKER: DV = VERTICAL CONTROL DISK
 MK2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2208_SP_SET: CONCRETE POST
 MK2208_STAMPING: R 211 RESET 1981
 MK2208_MARK LOGO: NGS   
 MK2208_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2208+STABILITY: SURFACE MOTION
 MK2208
 MK2208  HISTORY     - Date     Condition        Report By
 MK2208  HISTORY     - 1981     MONUMENTED       UPRR
 MK2208
 MK2208                          STATION DESCRIPTION
 MK2208
 MK2208'DESCRIBED BY UNION PACIFIC RAILROAD 1981
 MK2208'IN CLARKS, ON THE UNION PACIFIC RAILROAD, 71 FEET (21.6 M) NORTH OF
 MK2208'THE NORTH RAIL OF THE NORTH TRACK AT ENGINEERS STATION 6482+99.3, 15
 MK2208'FEET (4.6 M) NORTHEAST OF THE NORTHEAST CORNER OF THE RAILROAD TOOL
 MK2208'HOUSE, 112 FEET (34.1 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 MK2208'MOBIL OIL STATION OFFICE, 70 FEET (21.3 M) NORTHWEST OF A RAILROAD
 MK2208'WATER HYDRANT, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET
 MK2208'(6.1 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1138 ***********************************************************************
 NM1138  DESIGNATION -  R 213
 NM1138  PID         -  NM1138
 NM1138  STATE/COUNTY-  NE/MADISON
 NM1138  USGS QUAD   -  NORFOLK (1976)
 NM1138
 NM1138                         *CURRENT SURVEY CONTROL
 NM1138  ___________________________________________________________________
 NM1138* NAD 83(1986)-  42 03 15.     (N)    097 25 27.     (W)     SCALED    
 NM1138* NAVD 88     -       466.850  (meters)    1531.66   (feet)  ADJUSTED  
 NM1138  ___________________________________________________________________
 NM1138  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 NM1138  DYNAMIC HT  -         466.667 (meters)    1531.06  (feet)  COMP
 NM1138  MODELED GRAV-     980,215.8   (mgal)                       NAVD 88
 NM1138
 NM1138  VERT ORDER  -  FIRST     CLASS II
 NM1138
 NM1138.The horizontal coordinates were scaled from a topographic map and have
 NM1138.an estimated accuracy of +/- 6 seconds.
 NM1138
 NM1138.The orthometric height was determined by differential leveling
 NM1138.and adjusted by the National Geodetic Survey in June 1991..
 NM1138
 NM1138.The geoid height was determined by GEOID03.
 NM1138
 NM1138.The dynamic height is computed by dividing the NAVD 88
 NM1138.geopotential number by the normal gravity value computed on the
 NM1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1138.degrees latitude (g = 980.6199 gals.).
 NM1138
 NM1138.The modeled gravity was interpolated from observed gravity values.
 NM1138
 NM1138;                    North         East    Units  Estimated Accuracy
 NM1138;SPC NE       -   249,750.      713,130.      MT  (+/- 180 meters Scaled)
 NM1138
 NM1138                          SUPERSEDED SURVEY CONTROL
 NM1138
 NM1138  NGVD 29 (??/??/92)  466.669  (m)         1531.06   (f) ADJ UNCH    1 2
 NM1138
 NM1138.Superseded values are not recommended for survey control.
 NM1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1138.See file dsdata.txt to determine how the superseded data were derived.
 NM1138
 NM1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM303569(NAD 83)
 NM1138_MARKER: DB = BENCH MARK DISK
 NM1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1138_STAMPING: R 213 1940
 NM1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1138+STABILITY: SURFACE MOTION
 NM1138
 NM1138  HISTORY     - Date     Condition        Report By
 NM1138  HISTORY     - 1940     MONUMENTED       CGS
 NM1138  HISTORY     - 1963     MARK NOT FOUND   USGS
 NM1138
 NM1138                          STATION DESCRIPTION
 NM1138
 NM1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1138'1.7 MI N FROM NORFOLK.
 NM1138'1.7 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM1138'FROM THE SEVENTH THE SEVENTH STREET STATION AT NORFOLK, MADISON
 NM1138'COUNTY, AT THE CROSSING OF AN EAST-AND WEST GRADED ROAD, 34
 NM1138'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30.5 FEET WEST
 NM1138'OF THE CENTERLINE OF THE TRACK, 5.5 FEET SOUTH OF A POLE, AND 3
 NM1138'FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 NM1138'STAMPED R 213 1940 AND SET IN THE TOP OF A CONCRETE POST
 NM1138'PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 NM1138
 NM1138                          STATION RECOVERY (1963)
 NM1138
 NM1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM1138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0759 ***********************************************************************
 NP0759  DESIGNATION -  R 214 RESET
 NP0759  PID         -  NP0759
 NP0759  STATE/COUNTY-  NE/SHERIDAN
 NP0759  USGS QUAD   -  JESSE LAKE (1989)
 NP0759
 NP0759                         *CURRENT SURVEY CONTROL
 NP0759  ___________________________________________________________________
 NP0759* NAD 83(1986)-  42 04 06.     (N)    102 37 36.     (W)     SCALED    
 NP0759* NAVD 88     -      1187.32   (meters)    3895.4    (feet)  RESET     
 NP0759  ___________________________________________________________________
 NP0759  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 NP0759
 NP0759  VERT ORDER  -  THIRD
 NP0759
 NP0759.The horizontal coordinates were scaled from a topographic map and have
 NP0759.an estimated accuracy of +/- 6 seconds.
 NP0759
 NP0759.The orthometric height was computed from unverified reset data.
 NP0759.No vertical observational check was made to the station.
 NP0759
 NP0759.The geoid height was determined by GEOID03.
 NP0759
 NP0759;                    North         East    Units  Estimated Accuracy
 NP0759;SPC NE       -   251,450.      282,710.      MT  (+/- 180 meters Scaled)
 NP0759
 NP0759                          SUPERSEDED SURVEY CONTROL
 NP0759
 NP0759  NGVD 29 (08/02/06) 1186.75   (m)         3893.5    (f) RESET       3  
 NP0759
 NP0759.Superseded values are not recommended for survey control.
 NP0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0759.See file dsdata.txt to determine how the superseded data were derived.
 NP0759
 NP0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG963600(NAD 83)
 NP0759_MARKER: DV = VERTICAL CONTROL DISK
 NP0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0759_SP_SET: CONCRETE POST
 NP0759_STAMPING: R 214 1940 RESET 1990
 NP0759_MARK LOGO: NGS   
 NP0759_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NP0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0759+STABILITY: SURFACE MOTION
 NP0759
 NP0759  HISTORY     - Date     Condition        Report By
 NP0759  HISTORY     - 1990     MONUMENTED       NEDR
 NP0759
 NP0759                          STATION DESCRIPTION
 NP0759
 NP0759'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1990
 NP0759'12.5 MI (20.1KM) EAST FROM ALLIANCE, 2.2 MI (3.5 KM) WEST FROM
 NP0759'ANTIOCH AND ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 2, BETWEEN THE
 NP0759'HIGHWAY AND THE BURLINGTON NORTHERN RAILROAD TRACKS, AND IN THE SOUH
 NP0759'1/4, SEC11, T24N, R46W.  TO REACH FROM THE T-INTERSECTION TO THE
 NP0759'SCHOOL, IN ANTIOCH, GO WEST ON STATE HIGHWAY 2 FOR 2.2 MI (3.5 KM) TO
 NP0759'THE MARK ON THE RIGHT.  THE MARK MAY ALSO BE REACHED FROM THE
 NP0759'JUNCTION OF U.S. HIGHWAY 385 AND STATE HIGHWAY 2, AT THE EAST EDGE
 NP0759'OF ALLIANCE, BY GOING EAST ON HIGHWAY 2 FOR 12.5 MI (20.1 KM) TO THE
 NP0759'MARK ON THE LEFT.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 NP0759'MONUMENT THAT PROJECTS ABOUT 0.4 FT (0.1 M) ABOVE THE GROUND SURFACE.
 NP0759'IT IS 65.9 FT (20.1 M) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 NP0759'52.05 FT (15.86 M) SOUTH FROM THE SOUTH RAIL OF THE SOUTHERN SET OF
 NP0759'TRACKS AND 1.5 FT (0.5 M) NORTH FROM A WITNESS POST.  A BAR MAGNET
 NP0759'WAS PLACED INTO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0542 ***********************************************************************
 LF0542  DESIGNATION -  R 215
 LF0542  PID         -  LF0542
 LF0542  STATE/COUNTY-  NE/RICHARDSON
 LF0542  USGS QUAD   -  HUMBOLDT SE (1965)
 LF0542
 LF0542                         *CURRENT SURVEY CONTROL
 LF0542  ___________________________________________________________________
 LF0542* NAD 83(1986)-  40 06 40.     (N)    095 47 44.     (W)     SCALED    
 LF0542* NAVD 88     -       285.364  (meters)     936.23   (feet)  ADJUSTED  
 LF0542  ___________________________________________________________________
 LF0542  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LF0542  DYNAMIC HT  -         285.203 (meters)     935.70  (feet)  COMP
 LF0542  MODELED GRAV-     980,053.7   (mgal)                       NAVD 88
 LF0542
 LF0542  VERT ORDER  -  SECOND    CLASS 0
 LF0542
 LF0542.The horizontal coordinates were scaled from a topographic map and have
 LF0542.an estimated accuracy of +/- 6 seconds.
 LF0542
 LF0542.The orthometric height was determined by differential leveling
 LF0542.and adjusted by the National Geodetic Survey in June 1991..
 LF0542
 LF0542.The geoid height was determined by GEOID03.
 LF0542
 LF0542.The dynamic height is computed by dividing the NAVD 88
 LF0542.geopotential number by the normal gravity value computed on the
 LF0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0542.degrees latitude (g = 980.6199 gals.).
 LF0542
 LF0542.The modeled gravity was interpolated from observed gravity values.
 LF0542
 LF0542;                    North         East    Units  Estimated Accuracy
 LF0542;SPC NE       -    39,560.      858,290.      MT  (+/- 180 meters Scaled)
 LF0542
 LF0542                          SUPERSEDED SURVEY CONTROL
 LF0542
 LF0542  NGVD 29 (??/??/92)  285.278  (m)          935.95   (f) ADJ UNCH    2 0
 LF0542
 LF0542.Superseded values are not recommended for survey control.
 LF0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0542.See file dsdata.txt to determine how the superseded data were derived.
 LF0542
 LF0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE617438(NAD 83)
 LF0542_MARKER: DB = BENCH MARK DISK
 LF0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0542_STAMPING: R 215 1945
 LF0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0542+STABILITY: SURFACE MOTION
 LF0542
 LF0542  HISTORY     - Date     Condition        Report By
 LF0542  HISTORY     - 1945     MONUMENTED       CGS
 LF0542  HISTORY     - 1981     GOOD             LOCSUR
 LF0542
 LF0542                          STATION DESCRIPTION
 LF0542
 LF0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0542'5.3 MI NW FROM SALEM.
 LF0542'5.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0542'RAILROAD FROM THE STATION AT SALEM, 2.0 MILES SOUTHEAST OF THE
 LF0542'STATION AT DAWSON, 7 POLES NORTHWEST ACROSS THE TRACK FROM
 LF0542'MILEPOST 31, 47.5 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 LF0542'41 FEET WEST-SOUTHWEST OF A SEMAPHORE, AND 2 FEET EAST OF A
 LF0542'WHITE WOODEN WITNESS POST.  AN IRON BENCH MARK DISK, STAMPED
 LF0542'R 215 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LF0542'INCHES ABOVE GROUND.
 LF0542
 LF0542                          STATION RECOVERY (1981)
 LF0542
 LF0542'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0157 ***********************************************************************
 NN0157  DESIGNATION -  R 216
 NN0157  PID         -  NN0157
 NN0157  STATE/COUNTY-  NE/HOLT
 NN0157  USGS QUAD   -  EWING (1986)
 NN0157
 NN0157                         *CURRENT SURVEY CONTROL
 NN0157  ___________________________________________________________________
 NN0157* NAD 83(1986)-  42 20 08.     (N)    098 18 03.     (W)     SCALED    
 NN0157* NAVD 88     -       609.158  (meters)    1998.55   (feet)  ADJUSTED  
 NN0157  ___________________________________________________________________
 NN0157  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 NN0157  DYNAMIC HT  -         608.910 (meters)    1997.73  (feet)  COMP
 NN0157  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 NN0157
 NN0157  VERT ORDER  -  FIRST     CLASS II
 NN0157
 NN0157.The horizontal coordinates were scaled from a topographic map and have
 NN0157.an estimated accuracy of +/- 6 seconds.
 NN0157
 NN0157.The orthometric height was determined by differential leveling
 NN0157.and adjusted by the National Geodetic Survey in June 1991..
 NN0157
 NN0157.The geoid height was determined by GEOID03.
 NN0157
 NN0157.The dynamic height is computed by dividing the NAVD 88
 NN0157.geopotential number by the normal gravity value computed on the
 NN0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0157.degrees latitude (g = 980.6199 gals.).
 NN0157
 NN0157.The modeled gravity was interpolated from observed gravity values.
 NN0157
 NN0157;                    North         East    Units  Estimated Accuracy
 NN0157;SPC NE       -   279,200.      639,990.      MT  (+/- 180 meters Scaled)
 NN0157
 NN0157                          SUPERSEDED SURVEY CONTROL
 NN0157
 NN0157  NGVD 29 (??/??/92)  608.944  (m)         1997.84   (f) ADJ UNCH    1 2
 NN0157
 NN0157.Superseded values are not recommended for survey control.
 NN0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0157.See file dsdata.txt to determine how the superseded data were derived.
 NN0157
 NN0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM575872(NAD 83)
 NN0157_MARKER: DB = BENCH MARK DISK
 NN0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0157_STAMPING: R 216 1946
 NN0157_MARK LOGO: CGS   
 NN0157_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0157+STABILITY: SURFACE MOTION
 NN0157
 NN0157  HISTORY     - Date     Condition        Report By
 NN0157  HISTORY     - 1946     MONUMENTED       CGS
 NN0157  HISTORY     - 19940908 GOOD             NEDR
 NN0157
 NN0157                          STATION DESCRIPTION
 NN0157
 NN0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0157'3.1 MI W FROM ORCHARD.
 NN0157'IN HOLT COUNTY, 3.1 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE
 NN0157'POST OFFICE AT ORCHARD, ANTELOPE COUNTY, AT THE ANTELOPE-HOLT
 NN0157'COUNTY LINE, AT THE INTERSECTION OF A NORTH-AND-SOUTH DIRT
 NN0157'ROAD, 67 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 38 FEET
 NN0157'NORTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET SOUTHWEST OF THE
 NN0157'SOUTHWEST END OF A WIRE GATE, 1 FOOT SOUTH OF A FENCE, 1 FOOT
 NN0157'EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN
 NN0157'THE HIGHWAY.  A STANDARD DISK, STAMPED R 216 1946 AND SET IN
 NN0157'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0157
 NN0157                          STATION RECOVERY (1994)
 NN0157
 NN0157'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0157'RECOVERED IN GOOD CONDITION, HOWEVER, IT WAS IN THE WAY OF ROAD
 NN0157'CONSTRUCTION.  R 216 RESET IN 1994 HAS BEEN ESTABLISHED NEARBY.  FOR
 NN0157'FURTHER DETAILS, SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7414 ***********************************************************************
 AA7414  DESIGNATION -  R 216 RESET
 AA7414  PID         -  AA7414
 AA7414  STATE/COUNTY-  NE/HOLT
 AA7414  USGS QUAD   -  EWING (1986)
 AA7414
 AA7414                         *CURRENT SURVEY CONTROL
 AA7414  ___________________________________________________________________
 AA7414* NAD 83(1986)-  42 20 08.     (N)    098 18 03.     (W)     SCALED    
 AA7414* NAVD 88     -       608.29   (+/-2cm)    1995.7    (feet)  VERTCON   
 AA7414  ___________________________________________________________________
 AA7414  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AA7414
 AA7414  VERT ORDER  -  THIRD (See Below)
 AA7414
 AA7414.The horizontal coordinates were scaled from a topographic map and have
 AA7414.an estimated accuracy of +/- 6 seconds.
 AA7414
 AA7414.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7414.The vertical order pertains to the NGVD 29 superseded value.
 AA7414
 AA7414.The geoid height was determined by GEOID03.
 AA7414
 AA7414;                    North         East    Units  Estimated Accuracy
 AA7414;SPC NE       -   279,200.      639,990.      MT  (+/- 180 meters Scaled)
 AA7414
 AA7414                          SUPERSEDED SURVEY CONTROL
 AA7414
 AA7414  NGVD 29 (08/02/06)  608.08   (m)         1995.0    (f) RESET       3  
 AA7414
 AA7414.Superseded values are not recommended for survey control.
 AA7414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7414.See file dsdata.txt to determine how the superseded data were derived.
 AA7414
 AA7414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM575872(NAD 83)
 AA7414_MARKER: DV = VERTICAL CONTROL DISK
 AA7414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7414_STAMPING: R 216 RESET 1994
 AA7414_MARK LOGO: NGS   
 AA7414_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA7414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7414+STABILITY: SURFACE MOTION
 AA7414
 AA7414  HISTORY     - Date     Condition        Report By
 AA7414  HISTORY     - 1994     MONUMENTED       NEDR
 AA7414
 AA7414                          STATION DESCRIPTION
 AA7414
 AA7414'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7414'LOCATED ABOUT 4.8 KM (3.00 MI) WEST FROM ORCHARD, IN THE NE CORNER OF
 AA7414'SEC12, T27N, R9W AND ON ROAD RIGHT-OF-WAY, AT THE HOLT-ANTELOPE COUNTY
 AA7414'LINE. TO REACH FROM THE ORCHARD POST OFFICE, GO WEST ON U.S. HIGHWAY
 AA7414'20 FOR 3.05 MI (4.91 KM) TO THE HOLT-ANTELOPE COUNTY LINE THE MARK ON
 AA7414'THE LEFT, 144.5 M (474.1 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 AA7414'10.0 M (32.8 FT) WEST FROM THE CENTERLINE OF THE COUNTY ROAD, 19.775 M
 AA7414'(64.878 FT) EAST FROM A NAIL AND WASHER IN THE TOP OF A FENCE POST,
 AA7414'6.890 M (22.605 FT) SOUTH-SOUTHEAST FROM A NAIL AND WASHER IN A FENCE
 AA7414'POST, 4.548 M (14.921 FT) NORTH-NORTHEAST FROM A NAIL AND WASHER IN A
 AA7414'FENCE POST, 1.877 M (6.158 FT) SOUTH FROM A NAIL AND WASHER IN A THE
 AA7414'TOP OF A FENCE POST AND 0.240 M (0.787 FT) EAST FROM A WITNESS POST.
 AA7414'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH
 AA7414'WITH THE GROUND SURFACE.  A MAGNET IS EMBEDDED IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0193 ***********************************************************************
 NN0193  DESIGNATION -  R 217
 NN0193  PID         -  NN0193
 NN0193  STATE/COUNTY-  NE/HOLT
 NN0193  USGS QUAD   -  INMAN (1986)
 NN0193
 NN0193                         *CURRENT SURVEY CONTROL
 NN0193  ___________________________________________________________________
 NN0193* NAD 83(1986)-  42 27 02.     (N)    098 36 31.     (W)     SCALED    
 NN0193* NAVD 88     -       599.038  (meters)    1965.34   (feet)  ADJUSTED  
 NN0193  ___________________________________________________________________
 NN0193  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 NN0193  DYNAMIC HT  -         598.814 (meters)    1964.61  (feet)  COMP
 NN0193  MODELED GRAV-     980,228.0   (mgal)                       NAVD 88
 NN0193
 NN0193  VERT ORDER  -  FIRST     CLASS II
 NN0193
 NN0193.The horizontal coordinates were scaled from a topographic map and have
 NN0193.an estimated accuracy of +/- 6 seconds.
 NN0193
 NN0193.The orthometric height was determined by differential leveling
 NN0193.and adjusted by the National Geodetic Survey in June 1991..
 NN0193
 NN0193.The geoid height was determined by GEOID03.
 NN0193
 NN0193.The dynamic height is computed by dividing the NAVD 88
 NN0193.geopotential number by the normal gravity value computed on the
 NN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0193.degrees latitude (g = 980.6199 gals.).
 NN0193
 NN0193.The modeled gravity was interpolated from observed gravity values.
 NN0193
 NN0193;                    North         East    Units  Estimated Accuracy
 NN0193;SPC NE       -   291,510.      614,430.      MT  (+/- 180 meters Scaled)
 NN0193
 NN0193                          SUPERSEDED SURVEY CONTROL
 NN0193
 NN0193  NGVD 29 (??/??/92)  598.843  (m)         1964.70   (f) ADJ UNCH    1 2
 NN0193
 NN0193.Superseded values are not recommended for survey control.
 NN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0193.See file dsdata.txt to determine how the superseded data were derived.
 NN0193
 NN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM321998(NAD 83)
 NN0193_MARKER: DB = BENCH MARK DISK
 NN0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0193_STAMPING: R 217 1946
 NN0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0193+STABILITY: SURFACE MOTION
 NN0193
 NN0193  HISTORY     - Date     Condition        Report By
 NN0193  HISTORY     - 1946     MONUMENTED       CGS
 NN0193
 NN0193                          STATION DESCRIPTION
 NN0193
 NN0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0193'2.3 MI SE FROM O NEILL.
 NN0193'2.3 MILES SOUTHEAST OF O NEILL, HOLT COUNTY.  THIS BENCH MARK
 NN0193'MAY BE REACHED BY GOING ONE BLOCK SOUTH OF THE POST OFFICE,
 NN0193'THENCE 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20, AND THENCE
 NN0193'1.0 MILE EAST ALONG A GRADED DIRT ROAD.  IT IS 61 YARDS WEST
 NN0193'OF A CONCRETE CULVERT, 51 FEET WEST OF A FENCE LINE, 28 FEET
 NN0193'SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE,
 NN0193'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER
 NN0193'THAN THE ROAD.  A STANDARD DISK, STAMPED R 217 1946 AND SET
 NN0193'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0420 ***********************************************************************
 NN0420  DESIGNATION -  R 218
 NN0420  PID         -  NN0420
 NN0420  STATE/COUNTY-  NE/HOLT
 NN0420  USGS QUAD   -  STUART NE (1954)
 NN0420
 NN0420                         *CURRENT SURVEY CONTROL
 NN0420  ___________________________________________________________________
 NN0420* NAD 83(1986)-  42 40 52.     (N)    099 06 30.     (W)     SCALED    
 NN0420* NAVD 88     -       645.994  (meters)    2119.40   (feet)  ADJUSTED  
 NN0420  ___________________________________________________________________
 NN0420  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 NN0420  DYNAMIC HT  -         645.747 (meters)    2118.59  (feet)  COMP
 NN0420  MODELED GRAV-     980,217.7   (mgal)                       NAVD 88
 NN0420
 NN0420  VERT ORDER  -  SECOND    CLASS 0
 NN0420
 NN0420.The horizontal coordinates were scaled from a topographic map and have
 NN0420.an estimated accuracy of +/- 6 seconds.
 NN0420
 NN0420.The orthometric height was determined by differential leveling
 NN0420.and adjusted by the National Geodetic Survey in June 1991..
 NN0420
 NN0420.The geoid height was determined by GEOID03.
 NN0420
 NN0420.The dynamic height is computed by dividing the NAVD 88
 NN0420.geopotential number by the normal gravity value computed on the
 NN0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0420.degrees latitude (g = 980.6199 gals.).
 NN0420
 NN0420.The modeled gravity was interpolated from observed gravity values.
 NN0420
 NN0420;                    North         East    Units  Estimated Accuracy
 NN0420;SPC NE       -   316,580.      573,070.      MT  (+/- 180 meters Scaled)
 NN0420
 NN0420                          SUPERSEDED SURVEY CONTROL
 NN0420
 NN0420  NGVD 29 (??/??/92)  645.755  (m)         2118.61   (f) ADJ UNCH    2 0
 NN0420
 NN0420.Superseded values are not recommended for survey control.
 NN0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0420.See file dsdata.txt to determine how the superseded data were derived.
 NN0420
 NN0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN911254(NAD 83)
 NN0420_MARKER: DB = BENCH MARK DISK
 NN0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0420_STAMPING: R 218 1946
 NN0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0420+STABILITY: SURFACE MOTION
 NN0420
 NN0420  HISTORY     - Date     Condition        Report By
 NN0420  HISTORY     - 1946     MONUMENTED       CGS
 NN0420
 NN0420                          STATION DESCRIPTION
 NN0420
 NN0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0420'9.1 MI N FROM STUART.
 NN0420'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0420'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0420'NO. 20, THENCE NORTH 6.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0420'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0420'AN EAST-WEST DIRT ROAD, 62.0 FEET WEST OF AND ABOUT 3.0 FEET
 NN0420'LOWER THAN THE CENTER LINE OF THE GRAVELED ROAD, 29.0 FEET SOUTH
 NN0420'OF THE CENTER LINE OF THE EAST-WEST ROAD, 27.0 FEET WEST OF A
 NN0420'FENCE CORNER, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT EAST OF A
 NN0420'4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED R 218 1946 SET IN
 NN0420'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 NN0420'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0342 ***********************************************************************
 NN0342  DESIGNATION -  R 219
 NN0342  PID         -  NN0342
 NN0342  STATE/COUNTY-  NE/HOLT
 NN0342  USGS QUAD   -  STUART (1954)
 NN0342
 NN0342                         *CURRENT SURVEY CONTROL
 NN0342  ___________________________________________________________________
 NN0342* NAD 83(1986)-  42 35 39.     (N)    099 08 35.     (W)     SCALED    
 NN0342* NAVD 88     -       654.759  (meters)    2148.16   (feet)  ADJUSTED  
 NN0342  ___________________________________________________________________
 NN0342  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 NN0342  DYNAMIC HT  -         654.503 (meters)    2147.32  (feet)  COMP
 NN0342  MODELED GRAV-     980,208.1   (mgal)                       NAVD 88
 NN0342
 NN0342  VERT ORDER  -  FIRST     CLASS II
 NN0342
 NN0342.The horizontal coordinates were scaled from a topographic map and have
 NN0342.an estimated accuracy of +/- 6 seconds.
 NN0342
 NN0342.The orthometric height was determined by differential leveling
 NN0342.and adjusted by the National Geodetic Survey in June 1991..
 NN0342
 NN0342.The geoid height was determined by GEOID03.
 NN0342
 NN0342.The dynamic height is computed by dividing the NAVD 88
 NN0342.geopotential number by the normal gravity value computed on the
 NN0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0342.degrees latitude (g = 980.6199 gals.).
 NN0342
 NN0342.The modeled gravity was interpolated from observed gravity values.
 NN0342
 NN0342;                    North         East    Units  Estimated Accuracy
 NN0342;SPC NE       -   306,890.      570,320.      MT  (+/- 180 meters Scaled)
 NN0342
 NN0342                          SUPERSEDED SURVEY CONTROL
 NN0342
 NN0342  NGVD 29 (??/??/92)  654.528  (m)         2147.40   (f) ADJ UNCH    1 2
 NN0342
 NN0342.Superseded values are not recommended for survey control.
 NN0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0342.See file dsdata.txt to determine how the superseded data were derived.
 NN0342
 NN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN882157(NAD 83)
 NN0342_MARKER: DB = BENCH MARK DISK
 NN0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0342_STAMPING: R 219 1946
 NN0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0342+STABILITY: SURFACE MOTION
 NN0342
 NN0342  HISTORY     - Date     Condition        Report By
 NN0342  HISTORY     - 1946     MONUMENTED       CGS
 NN0342  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NN0342
 NN0342                          STATION DESCRIPTION
 NN0342
 NN0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0342'0.3 MI S FROM STUART.
 NN0342'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0342'HOLT COUNTY, AT THE JUNCTION WITH U.S. HIGHWAY 20, 104 FEET WEST
 NN0342'OF THE CENTERLINE OF MAIN STREET, 35 FEET NORTH OF THE CENTERLINE
 NN0342'OF THE HIGHWAY, 12.5 FEET NORTHEAST OF A POLE, 1 FOOT SOUTH OF A
 NN0342'FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT
 NN0342'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED R 219 1946
 NN0342'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NN0342'GROUND.
 NN0342
 NN0342                          STATION RECOVERY (1982)
 NN0342
 NN0342'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0154 ***********************************************************************
 MM0154  DESIGNATION -  R 22 RESET
 MM0154  PID         -  MM0154
 MM0154  STATE/COUNTY-  NE/MCPHERSON
 MM0154  USGS QUAD   -  TRYON (1985)
 MM0154
 MM0154                         *CURRENT SURVEY CONTROL
 MM0154  ___________________________________________________________________
 MM0154* NAD 83(1986)-  41 34 16.     (N)    100 57 49.     (W)     SCALED    
 MM0154* NAVD 88     -      1019.27   (meters)    3344.1    (feet)  RESET     
 MM0154  ___________________________________________________________________
 MM0154  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 MM0154
 MM0154  VERT ORDER  -  THIRD
 MM0154
 MM0154.The horizontal coordinates were scaled from a topographic map and have
 MM0154.an estimated accuracy of +/- 6 seconds.
 MM0154
 MM0154.The orthometric height was computed from unverified reset data.
 MM0154
 MM0154.The geoid height was determined by GEOID03.
 MM0154
 MM0154;                    North         East    Units  Estimated Accuracy
 MM0154;SPC NE       -   193,390.      419,660.      MT  (+/- 180 meters Scaled)
 MM0154
 MM0154                          SUPERSEDED SURVEY CONTROL
 MM0154
 MM0154.No superseded survey control is available for this station.
 MM0154
 MM0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM362040(NAD 83)
 MM0154_MARKER: DB = BENCH MARK DISK
 MM0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0154_STAMPING: R 22 RESET 1970
 MM0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0154+STABILITY: SURFACE MOTION
 MM0154
 MM0154  HISTORY     - Date     Condition        Report By
 MM0154  HISTORY     - 1970     MONUMENTED       NGS
 MM0154
 MM0154                          STATION DESCRIPTION
 MM0154
 MM0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MM0154'1.5 MI W FROM TRYON.
 MM0154'.1 MILE WEST OF MC PHERSON COUNTY COURTHOUSE, ALONG THE 1970 ROUTE
 MM0154'OF STATE HIGHWAY 92, TO THE JUNCTION OF STATE HIGHWAYS 92 AND
 MM0154'97, THEN 1.35 MILES NORTH ON STATE HIGHWAY 97, 70 FEET WEST OF
 MM0154'THE CENTER LINE, 5 FEET EAST OF A FENCE, 8 FEET EAST OF A POWER
 MM0154'POLE, AND 3 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER, SET IN
 MM0154'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0386 ***********************************************************************
 NN0386  DESIGNATION -  R 220
 NN0386  PID         -  NN0386
 NN0386  STATE/COUNTY-  NE/KEYA PAHA
 NN0386  USGS QUAD   -  JAMISON (1964)
 NN0386
 NN0386                         *CURRENT SURVEY CONTROL
 NN0386  ___________________________________________________________________
 NN0386* NAD 83(1986)-  42 53 27.     (N)    099 20 08.     (W)     SCALED    
 NN0386* NAVD 88     -       609.404  (meters)    1999.35   (feet)  ADJUSTED  
 NN0386  ___________________________________________________________________
 NN0386  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 NN0386  DYNAMIC HT  -         609.176 (meters)    1998.60  (feet)  COMP
 NN0386  MODELED GRAV-     980,227.6   (mgal)                       NAVD 88
 NN0386
 NN0386  VERT ORDER  -  SECOND    CLASS 0
 NN0386
 NN0386.The horizontal coordinates were scaled from a topographic map and have
 NN0386.an estimated accuracy of +/- 6 seconds.
 NN0386
 NN0386.The orthometric height was determined by differential leveling
 NN0386.and adjusted by the National Geodetic Survey in June 1991..
 NN0386
 NN0386.The geoid height was determined by GEOID03.
 NN0386
 NN0386.The dynamic height is computed by dividing the NAVD 88
 NN0386.geopotential number by the normal gravity value computed on the
 NN0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0386.degrees latitude (g = 980.6199 gals.).
 NN0386
 NN0386.The modeled gravity was interpolated from observed gravity values.
 NN0386
 NN0386;                    North         East    Units  Estimated Accuracy
 NN0386;SPC NE       -   339,700.      554,270.      MT  (+/- 180 meters Scaled)
 NN0386
 NN0386                          SUPERSEDED SURVEY CONTROL
 NN0386
 NN0386  NGVD 29 (??/??/92)  609.124  (m)         1998.43   (f) ADJ UNCH    2 0
 NN0386
 NN0386.Superseded values are not recommended for survey control.
 NN0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0386.See file dsdata.txt to determine how the superseded data were derived.
 NN0386
 NN0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN726487(NAD 83)
 NN0386_MARKER: DB = BENCH MARK DISK
 NN0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0386_STAMPING: R 220 1946
 NN0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0386+STABILITY: SURFACE MOTION
 NN0386
 NN0386  HISTORY     - Date     Condition        Report By
 NN0386  HISTORY     - 1946     MONUMENTED       CGS
 NN0386  HISTORY     - 1973     GOOD             NGS
 NN0386
 NN0386                          STATION DESCRIPTION
 NN0386
 NN0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0386'3.5 MI S FROM BROCKSBURG.
 NN0386'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 3.5 MILES
 NN0386'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT
 NN0386'150 YARDS NORTH OF A GROVE OF COTTONWOOD TREES ON THE WEST SIDE
 NN0386'OF THE ROAD, 35.0 FEET WEST OF AND ABOUT 1.0 FOOT HIGHER THAN
 NN0386'THE CENTER LINE OF THE ROAD, 4.0 FEET SOUTH OF AN EAST-WEST
 NN0386'FENCE LINE, 1.0 FOOT EAST OF A NORTH-SOUTH FENCE AND 1.0 FOOT
 NN0386'NORTH OF A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED
 NN0386'R 220 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NN0386'ABOUT 3 INCHES ABOVE GROUND.
 NN0386
 NN0386                          STATION RECOVERY (1973)
 NN0386
 NN0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NN0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0387 ***********************************************************************
 NN0387  DESIGNATION -  R 220 RESET
 NN0387  PID         -  NN0387
 NN0387  STATE/COUNTY-  NE/KEYA PAHA
 NN0387  USGS QUAD   -  JAMISON (1964)
 NN0387
 NN0387                         *CURRENT SURVEY CONTROL
 NN0387  ___________________________________________________________________
 NN0387* NAD 83(1986)-  42 53 27.     (N)    099 20 08.     (W)     SCALED    
 NN0387* NAVD 88     -       609.55   (meters)    1999.8    (feet)  RESET     
 NN0387  ___________________________________________________________________
 NN0387  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 NN0387
 NN0387  VERT ORDER  -  THIRD
 NN0387
 NN0387.The horizontal coordinates were scaled from a topographic map and have
 NN0387.an estimated accuracy of +/- 6 seconds.
 NN0387
 NN0387.The orthometric height was computed from unverified reset data.
 NN0387
 NN0387.The geoid height was determined by GEOID03.
 NN0387
 NN0387;                    North         East    Units  Estimated Accuracy
 NN0387;SPC NE       -   339,700.      554,270.      MT  (+/- 180 meters Scaled)
 NN0387
 NN0387                          SUPERSEDED SURVEY CONTROL
 NN0387
 NN0387.No superseded survey control is available for this station.
 NN0387
 NN0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN726487(NAD 83)
 NN0387_MARKER: DB = BENCH MARK DISK
 NN0387_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0387+WITH SETTING: INTO GROUND
 NN0387_STAMPING: R 220 RESET 1973
 NN0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0387+STABILITY: SURFACE MOTION
 NN0387
 NN0387  HISTORY     - Date     Condition        Report By
 NN0387  HISTORY     - 1973     MONUMENTED       NGS
 NN0387
 NN0387                          STATION DESCRIPTION
 NN0387
 NN0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NN0387'2.8 MI S FROM BROCKSBURG.
 NN0387'TO REACH THE BENCH MARK FROM THE OLD SCHOOL BUILDING AT
 NN0387'BROCKSBURG, GO SOUTH ON HIGHWAY 137 FOR 2.85 MILES TO THE BENCH
 NN0387'MARK ON THE RIGHT, ABOUT 100 YARDS NORTH OF A GROVE OF COTTONWOOD
 NN0387'TREES, 8 FEET NORTH OF AN EAST-WEST FENCE, 1 FOOT SOUTH OF A
 NN0387'METAL WITNESS POST AND 75 FEET WEST OF THE CENTER OF HIGHWAY 137.
 NN0387'THE BENCH MARK IS A STANDARD DISK STAMPED R 220 RESET 1973,
 NN0387'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD, WITH A 10
 NN0387'STEEL PLATED BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND
 NN0387'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1257 ***********************************************************************
 NM1257  DESIGNATION -  R 221
 NM1257  PID         -  NM1257
 NM1257  STATE/COUNTY-  NE/PIERCE
 NM1257  USGS QUAD   -  PLAINVIEW (1963)
 NM1257
 NM1257                         *CURRENT SURVEY CONTROL
 NM1257  ___________________________________________________________________
 NM1257* NAD 83(1986)-  42 20 11.     (N)    097 46 24.     (W)     SCALED    
 NM1257* NAVD 88     -       509.481  (meters)    1671.52   (feet)  ADJUSTED  
 NM1257  ___________________________________________________________________
 NM1257  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 NM1257  DYNAMIC HT  -         509.291 (meters)    1670.90  (feet)  COMP
 NM1257  MODELED GRAV-     980,234.2   (mgal)                       NAVD 88
 NM1257
 NM1257  VERT ORDER  -  FIRST     CLASS II
 NM1257
 NM1257.The horizontal coordinates were scaled from a topographic map and have
 NM1257.an estimated accuracy of +/- 6 seconds.
 NM1257
 NM1257.The orthometric height was determined by differential leveling
 NM1257.and adjusted by the National Geodetic Survey in June 1991..
 NM1257
 NM1257.The geoid height was determined by GEOID03.
 NM1257
 NM1257.The dynamic height is computed by dividing the NAVD 88
 NM1257.geopotential number by the normal gravity value computed on the
 NM1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1257.degrees latitude (g = 980.6199 gals.).
 NM1257
 NM1257.The modeled gravity was interpolated from observed gravity values.
 NM1257
 NM1257;                    North         East    Units  Estimated Accuracy
 NM1257;SPC NE       -   280,280.      683,440.      MT  (+/- 180 meters Scaled)
 NM1257
 NM1257                          SUPERSEDED SURVEY CONTROL
 NM1257
 NM1257  NGVD 29 (??/??/92)  509.297  (m)         1670.92   (f) ADJ UNCH    1 2
 NM1257
 NM1257.Superseded values are not recommended for survey control.
 NM1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1257.See file dsdata.txt to determine how the superseded data were derived.
 NM1257
 NM1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM010878(NAD 83)
 NM1257_MARKER: DB = BENCH MARK DISK
 NM1257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1257_SP_SET: CULVERT
 NM1257_STAMPING: R 221 1946
 NM1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1257
 NM1257  HISTORY     - Date     Condition        Report By
 NM1257  HISTORY     - 1946     MONUMENTED       CGS
 NM1257  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1257
 NM1257                          STATION DESCRIPTION
 NM1257
 NM1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1257'1.9 MI SE FROM PLAINVIEW.
 NM1257'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 NM1257'U.S. HIGHWAY 20 AT PLAINVIEW, PIERCE COUNTY, AT THE INTERSECTION
 NM1257'OF AN EAST-AND-WEST DIRT ROAD, 39 FEET SOUTHWEST OF THE CENTERLINE
 NM1257'OF THE HIGHWAY, AT A CONCRETE CULVERT UNDER THE DIRT ROAD, IN THE
 NM1257'TOP OF THE EAST END OF THE NORTH HEADWALL, 12 FEET NORTH OF THE
 NM1257'CENTERLINE OF THE ROAD, AND 2 FEET LOWER THAN THE HIGHWAY.
 NM1257'A STANDARD DISK, STAMPED R 221 1946.
 NM1257
 NM1257                          STATION RECOVERY (1999)
 NM1257
 NM1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1257'THERE IS A NEW CULVERT AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0154 ***********************************************************************
 NN0154  DESIGNATION -  R 222
 NN0154  PID         -  NN0154
 NN0154  STATE/COUNTY-  NE/ANTELOPE
 NN0154  USGS QUAD   -  ORCHARD (1986)
 NN0154
 NN0154                         *CURRENT SURVEY CONTROL
 NN0154  ___________________________________________________________________
 NN0154* NAD 83(1986)-  42 20 08.     (N)    098 14 31.     (W)     SCALED    
 NN0154* NAVD 88     -       593.481  (meters)    1947.11   (feet)  ADJUSTED  
 NN0154  ___________________________________________________________________
 NN0154  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 NN0154  DYNAMIC HT  -         593.238 (meters)    1946.32  (feet)  COMP
 NN0154  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 NN0154
 NN0154  VERT ORDER  -  FIRST     CLASS II
 NN0154
 NN0154.The horizontal coordinates were scaled from a topographic map and have
 NN0154.an estimated accuracy of +/- 6 seconds.
 NN0154
 NN0154.The orthometric height was determined by differential leveling
 NN0154.and adjusted by the National Geodetic Survey in June 1991..
 NN0154
 NN0154.The geoid height was determined by GEOID03.
 NN0154
 NN0154.The dynamic height is computed by dividing the NAVD 88
 NN0154.geopotential number by the normal gravity value computed on the
 NN0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0154.degrees latitude (g = 980.6199 gals.).
 NN0154
 NN0154.The modeled gravity was interpolated from observed gravity values.
 NN0154
 NN0154;                    North         East    Units  Estimated Accuracy
 NN0154;SPC NE       -   279,290.      644,840.      MT  (+/- 180 meters Scaled)
 NN0154
 NN0154                          SUPERSEDED SURVEY CONTROL
 NN0154
 NN0154  NGVD 29 (??/??/92)  593.268  (m)         1946.41   (f) ADJ UNCH    1 2
 NN0154
 NN0154.Superseded values are not recommended for survey control.
 NN0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0154.See file dsdata.txt to determine how the superseded data were derived.
 NN0154
 NN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM624873(NAD 83)
 NN0154_MARKER: DB = BENCH MARK DISK
 NN0154_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NN0154_SP_SET: PILLAR
 NN0154_STAMPING: R 222 1946
 NN0154_MARK LOGO: CGS   
 NN0154_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NN0154+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1992
 NN0154
 NN0154  HISTORY     - Date     Condition        Report By
 NN0154  HISTORY     - 1946     MONUMENTED       CGS
 NN0154  HISTORY     - 19920312 GOOD             NEDR
 NN0154
 NN0154                          STATION DESCRIPTION
 NN0154
 NN0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0154'AT ORCHARD.
 NN0154'AT ORCHARD, ANTELOPE COUNTY, ON MAIN STREET (U.S. HIGHWAY 20),
 NN0154'ONE HALF BLOCK WEST OF THE INTERSECTION OF WINDOM STREET, AT A
 NN0154'BUILDING OWNED BY W.G. GOULTER, 42 FEET NORTH OF THE CENTERLINE
 NN0154'OF MAIN STREET IN THE EAST FACE OF THE SOUTHEAST BRICK PILLAR OF
 NN0154'THE BUILDING, AND 5 FEET ABOVE THE GROUND.  A STANDARD DISK,
 NN0154'STAMPED R 222 1946 AND SET VERTICALLY.
 NN0154
 NN0154                          STATION RECOVERY (1992)
 NN0154
 NN0154'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992
 NN0154'MARK WAS RECOVERED IN GOOD CONDITION.  MARK WAS IN DANGER OF BEING
 NN0154'DESTROYED.  RESET MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0834 ***********************************************************************
 NN0834  DESIGNATION -  R 222 RESET
 NN0834  PID         -  NN0834
 NN0834  STATE/COUNTY-  NE/ANTELOPE
 NN0834  USGS QUAD   -  ORCHARD (1986)
 NN0834
 NN0834                         *CURRENT SURVEY CONTROL
 NN0834  ___________________________________________________________________
 NN0834* NAD 83(1986)-  42 20 08.     (N)    098 14 31.     (W)     SCALED    
 NN0834* NAVD 88     -       592.04   (meters)    1942.4    (feet)  RESET     
 NN0834  ___________________________________________________________________
 NN0834  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 NN0834
 NN0834  VERT ORDER  -  THIRD
 NN0834
 NN0834.The horizontal coordinates were scaled from a topographic map and have
 NN0834.an estimated accuracy of +/- 6 seconds.
 NN0834
 NN0834.The orthometric height was computed from unverified reset data.
 NN0834.No vertical observational check was made to the station.
 NN0834
 NN0834.The geoid height was determined by GEOID03.
 NN0834
 NN0834;                    North         East    Units  Estimated Accuracy
 NN0834;SPC NE       -   279,290.      644,840.      MT  (+/- 180 meters Scaled)
 NN0834
 NN0834                          SUPERSEDED SURVEY CONTROL
 NN0834
 NN0834  NGVD 29 (08/02/06)  591.83   (m)         1941.7    (f) RESET       3  
 NN0834
 NN0834.Superseded values are not recommended for survey control.
 NN0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0834.See file dsdata.txt to determine how the superseded data were derived.
 NN0834
 NN0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM624873(NAD 83)
 NN0834_MARKER: DV = VERTICAL CONTROL DISK
 NN0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0834_SP_SET: CONCRETE POST
 NN0834_STAMPING: R 222 RESET 1992
 NN0834_MARK LOGO: NGS   
 NN0834_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NN0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0834+STABILITY: SURFACE MOTION
 NN0834
 NN0834  HISTORY     - Date     Condition        Report By
 NN0834  HISTORY     - 1992     MONUMENTED       NEDR
 NN0834
 NN0834                          STATION DESCRIPTION
 NN0834
 NN0834'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1992
 NN0834'IN ORCHARD, ON MAIN STREET, WHICH IS ALSO U.S. HIGHWAY 20 AND IN THE
 NN0834'NORTHEAST CORNER OF THE ORCHARD CITY PARK, 810 FT (246.9 M) WEST FROM
 NN0834'THE POST OFFICE BUILDING.  THE DISK IS SET INTO THE TOP OF A ROUND
 NN0834'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 51.0
 NN0834'FT (15.5 M) SOUTH FROM THE CENTERLINE OF MAIN STREET, 10.0 FT (3.0 M)
 NN0834'NORTHWEST FROM THE NORTHWEST CORNER OF THE CONCRETE BLOCK BUILDING
 NN0834'FOR THE RESTROOMS, 1.5 FT (0.5 M) NORTH FROM A POWER POLE AND 1.2 FT
 NN0834'(0.4 M) NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0401 ***********************************************************************
 NN0401  DESIGNATION -  R 223
 NN0401  PID         -  NN0401
 NN0401  STATE/COUNTY-  NE/BOYD
 NN0401  USGS QUAD   -  NAPER SW (1951)
 NN0401
 NN0401                         *CURRENT SURVEY CONTROL
 NN0401  ___________________________________________________________________
 NN0401* NAD 83(1986)-  42 52 11.     (N)    099 08 21.     (W)     SCALED    
 NN0401* NAVD 88     -       581.374  (meters)    1907.39   (feet)  ADJUSTED  
 NN0401  ___________________________________________________________________
 NN0401  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 NN0401  DYNAMIC HT  -         581.161 (meters)    1906.69  (feet)  COMP
 NN0401  MODELED GRAV-     980,235.3   (mgal)                       NAVD 88
 NN0401
 NN0401  VERT ORDER  -  SECOND    CLASS 0
 NN0401
 NN0401.The horizontal coordinates were scaled from a topographic map and have
 NN0401.an estimated accuracy of +/- 6 seconds.
 NN0401
 NN0401.The orthometric height was determined by differential leveling
 NN0401.and adjusted by the National Geodetic Survey in June 1991..
 NN0401
 NN0401.The geoid height was determined by GEOID03.
 NN0401
 NN0401.The dynamic height is computed by dividing the NAVD 88
 NN0401.geopotential number by the normal gravity value computed on the
 NN0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0401.degrees latitude (g = 980.6199 gals.).
 NN0401
 NN0401.The modeled gravity was interpolated from observed gravity values.
 NN0401
 NN0401;                    North         East    Units  Estimated Accuracy
 NN0401;SPC NE       -   337,500.      570,340.      MT  (+/- 180 meters Scaled)
 NN0401
 NN0401                          SUPERSEDED SURVEY CONTROL
 NN0401
 NN0401  NGVD 29 (??/??/92)  581.119  (m)         1906.55   (f) ADJ UNCH    2 0
 NN0401
 NN0401.Superseded values are not recommended for survey control.
 NN0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0401.See file dsdata.txt to determine how the superseded data were derived.
 NN0401
 NN0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN886463(NAD 83)
 NN0401_MARKER: DB = BENCH MARK DISK
 NN0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0401_STAMPING: R 223 1946
 NN0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0401+STABILITY: SURFACE MOTION
 NN0401
 NN0401  HISTORY     - Date     Condition        Report By
 NN0401  HISTORY     - 1946     MONUMENTED       CGS
 NN0401
 NN0401                          STATION DESCRIPTION
 NN0401
 NN0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0401'15 MI SE FROM BROCKSBURG.
 NN0401'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0401'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0401'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD,
 NN0401'THENCE EAST 7.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 NN0401'BENCH MARK IS 22.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 NN0401'LINE OF THE ROAD, 7.0 FEET WEST OF A NORTH-SOUTH SECTION LINE
 NN0401'FENCE, 1.0 FOOT NORTH OF AN EAST-WEST FENCE AND 1.0 FOOT EAST OF
 NN0401'A 4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED R 223 1946 SET
 NN0401'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 NN0401'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM2000 ***********************************************************************
 NM2000  DESIGNATION -  R 224 RESET
 NM2000  PID         -  NM2000
 NM2000  STATE/COUNTY-  NE/MADISON
 NM2000  USGS QUAD   -  NORFOLK (1976)
 NM2000
 NM2000                         *CURRENT SURVEY CONTROL
 NM2000  ___________________________________________________________________
 NM2000* NAD 83(1986)-  42 02 51.     (N)    097 24 14.     (W)     SCALED    
 NM2000* NAVD 88     -       464.01   (meters)    1522.3    (feet)  RESET     
 NM2000  ___________________________________________________________________
 NM2000  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 NM2000
 NM2000  VERT ORDER  -  THIRD
 NM2000
 NM2000.The horizontal coordinates were scaled from a topographic map and have
 NM2000.an estimated accuracy of +/- 6 seconds.
 NM2000
 NM2000.The orthometric height was computed from unverified reset data.
 NM2000.No vertical observational check was made to the station.
 NM2000
 NM2000.The geoid height was determined by GEOID03.
 NM2000
 NM2000;                    North         East    Units  Estimated Accuracy
 NM2000;SPC NE       -   249,060.      714,830.      MT  (+/- 180 meters Scaled)
 NM2000
 NM2000                          SUPERSEDED SURVEY CONTROL
 NM2000
 NM2000  NGVD 29 (08/02/06)  463.83   (m)         1521.7    (f) RESET       3  
 NM2000
 NM2000.Superseded values are not recommended for survey control.
 NM2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2000.See file dsdata.txt to determine how the superseded data were derived.
 NM2000
 NM2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM320562(NAD 83)
 NM2000_MARKER: DV = VERTICAL CONTROL DISK
 NM2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM2000_SP_SET: CONCRETE POST
 NM2000_STAMPING: R 224 1947 RESET 1991
 NM2000_MARK LOGO: NGS   
 NM2000_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2000+STABILITY: SURFACE MOTION
 NM2000
 NM2000  HISTORY     - Date     Condition        Report By
 NM2000  HISTORY     - 1991     MONUMENTED       NEDR
 NM2000
 NM2000                          STATION DESCRIPTION
 NM2000
 NM2000'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991
 NM2000'IN NORFOLK, AT THE BENJAMIN STREET CROSSING OF A RAILROAD TRACKS,
 NM2000'FROM THE POST OFFICE, AT THE INTERSECTION OF 4TH STREET AND PROSPECT
 NM2000'AVENUE, GO NORTHWEST ON 4TH STREET AND RIVERSIDE AVENUE FOR 0.8 MI
 NM2000'(1.3 KM) TO THE INTERSECTION OF RIVERSIDE AVENUE AND BENJAMIN AVENUE.
 NM2000'TURN RIGHT AND GO EAST ON BENJAMIN AVENUE FOR 0.5 MI (0.8 KM) TO THE
 NM2000'INTERSECTION WITH 1ST STREET.  CONTINUE EAST ON BENJAMIN AVENUE FOR
 NM2000'0.35 MI (0.56 KM) TO A RAILROAD CROSSING AND THE BENCH MARK IN THE
 NM2000'NORTHWEST ANGLE OF THE CROSSING, IN THE TOP OF A ROUND CONCRETE
 NM2000'MONUMENT THAT PROJECTS ABOUT 0.4 FT (0.1 M) ABOVE THE GROUND SURFACE.
 NM2000'IT IS 132 FT (40.2 M) NORTH FROM THE CENTERLINE OF BENJAMIN AVENUE,
 NM2000'50.43 FT (15.37 M) WEST FROM THE WEST RAIL OF THE RAILROAD TRACKS,
 NM2000'23.11 FT (7.04 M) NORTH-NORTHEAST FROM A POWER POLE, 1.9 FT (0.6 M)
 NM2000'SOUTH FROM A WITNESS POST AND ABOUT 5 FT (1.5 M) BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0614 ***********************************************************************
 NM0614  DESIGNATION -  R 225
 NM0614  PID         -  NM0614
 NM0614  STATE/COUNTY-  NE/WAYNE
 NM0614  USGS QUAD   -  ALTONA NW (1966)
 NM0614
 NM0614                         *CURRENT SURVEY CONTROL
 NM0614  ___________________________________________________________________
 NM0614* NAD 83(1986)-  42 14 08.     (N)    096 59 11.     (W)     SCALED    
 NM0614* NAVD 88     -       437.321  (meters)    1434.78   (feet)  ADJUSTED  
 NM0614  ___________________________________________________________________
 NM0614  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 NM0614  DYNAMIC HT  -         437.170 (meters)    1434.28  (feet)  COMP
 NM0614  MODELED GRAV-     980,263.3   (mgal)                       NAVD 88
 NM0614
 NM0614  VERT ORDER  -  FIRST     CLASS II
 NM0614
 NM0614.This mark is at Wayne Municipal Airport (LCG)
 NM0614
 NM0614.The horizontal coordinates were scaled from a topographic map and have
 NM0614.an estimated accuracy of +/- 6 seconds.
 NM0614
 NM0614.The orthometric height was determined by differential leveling
 NM0614.and adjusted by the National Geodetic Survey in June 1991..
 NM0614
 NM0614.The geoid height was determined by GEOID03.
 NM0614
 NM0614.The dynamic height is computed by dividing the NAVD 88
 NM0614.geopotential number by the normal gravity value computed on the
 NM0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0614.degrees latitude (g = 980.6199 gals.).
 NM0614
 NM0614.The modeled gravity was interpolated from observed gravity values.
 NM0614
 NM0614;                    North         East    Units  Estimated Accuracy
 NM0614;SPC NE       -   271,050.      748,640.      MT  (+/- 180 meters Scaled)
 NM0614
 NM0614                          SUPERSEDED SURVEY CONTROL
 NM0614
 NM0614  NGVD 29 (??/??/92)  437.144  (m)         1434.20   (f) ADJ UNCH    1 2
 NM0614
 NM0614.Superseded values are not recommended for survey control.
 NM0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0614.See file dsdata.txt to determine how the superseded data were derived.
 NM0614
 NM0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM661778(NAD 83)
 NM0614_MARKER: DB = BENCH MARK DISK
 NM0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0614_STAMPING: R 225 1947
 NM0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0614+STABILITY: SURFACE MOTION
 NM0614
 NM0614  HISTORY     - Date     Condition        Report By
 NM0614  HISTORY     - 1947     MONUMENTED       CGS
 NM0614
 NM0614                          STATION DESCRIPTION
 NM0614
 NM0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0614'2 MI NE FROM WAYNE.
 NM0614'TO REACH FROM THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM0614'RAILWAY STATION AT WAYNE, PROCEED 0.45 MILE NORTH ALONG STATE
 NM0614'HIGHWAYS NO. 15 AND NO. 35 (MAIN STREET) TO THE JUNCTION OF
 NM0614'SEVENTH STREET, THENCE 1.6 MILE EAST ALONG SEVENTH STREET AND
 NM0614'A GRAVEL ROAD TO THE WAYNE MUNICIPAL AIRPORT.  BENCH MARK IS
 NM0614'124.5 FEET WEST OF THE STEEL END POST WHICH IS AT THE SOUTH
 NM0614'END OF A HEAVY NET WIRE AND IRON PIPE FENCE LINE, 100.5 FEET
 NM0614'SOUTH OF THE SOUTHEAST CORNER OF AND IN LINE WITH THE EAST SIDE
 NM0614'OF THE ADMINISTRATION BUILDING, 43.0 FEET EAST OF THE CENTER
 NM0614'OF THE ENTRANCE DRIVE-WAY TO THE AIRPORT, 39.0 FEET NORTH OF
 NM0614'THE CENTER OF AN EAST-WEST GRAVEL ROAD, 2.5 FEET EAST OF A
 NM0614'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 NM0614'AS THE ROAD AND THE DRIVE-WAY AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0615 ***********************************************************************
 NM0615  DESIGNATION -  R 225 RESET
 NM0615  PID         -  NM0615
 NM0615  STATE/COUNTY-  NE/WAYNE
 NM0615  USGS QUAD   -  ALTONA NW (1966)
 NM0615
 NM0615                         *CURRENT SURVEY CONTROL
 NM0615  ___________________________________________________________________
 NM0615* NAD 83(1986)-  42 14 08.     (N)    096 59 11.     (W)     SCALED    
 NM0615* NAVD 88     -       437.11   (meters)    1434.1    (feet)  RESET     
 NM0615  ___________________________________________________________________
 NM0615  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 NM0615
 NM0615  VERT ORDER  -  THIRD
 NM0615
 NM0615.This mark is at Wayne Municipal Airport (LCG)
 NM0615
 NM0615.The horizontal coordinates were scaled from a topographic map and have
 NM0615.an estimated accuracy of +/- 6 seconds.
 NM0615
 NM0615.The orthometric height was computed from unverified reset data.
 NM0615
 NM0615.The geoid height was determined by GEOID03.
 NM0615
 NM0615;                    North         East    Units  Estimated Accuracy
 NM0615;SPC NE       -   271,050.      748,640.      MT  (+/- 180 meters Scaled)
 NM0615
 NM0615                          SUPERSEDED SURVEY CONTROL
 NM0615
 NM0615  NGVD 29 (??/??/??)  436.94   (m)         1433.5    (f) RESET       3  
 NM0615
 NM0615.Superseded values are not recommended for survey control.
 NM0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0615.See file dsdata.txt to determine how the superseded data were derived.
 NM0615
 NM0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM661778(NAD 83)
 NM0615_MARKER: DB = BENCH MARK DISK
 NM0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0615_STAMPING: R 225 RESET 1956
 NM0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0615+STABILITY: SURFACE MOTION
 NM0615
 NM0615  HISTORY     - Date     Condition        Report By
 NM0615  HISTORY     - 1956     MONUMENTED       CGS
 NM0615
 NM0615                          STATION DESCRIPTION
 NM0615
 NM0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NM0615'0.4 MI N FROM WAYNE.
 NM0615'0.4 MILE NORTH ALONG MAIN STREET FROM THE CHICAGO, ST. PAUL,
 NM0615'MINNEAPOLIS AND OMAHA RAILWAY, 1.6 MILES EAST ALONG SEVENTH
 NM0615'STREET AND STATE HIGHWAY 35, AT WAYNE MUNICIPAL AIRPORT, 124.5
 NM0615'FEET WEST OF THE STEEL END POST AT THE SOUTH END OF A HEAVY
 NM0615'NET WIRE AND IRON PIPE FENCE, 94.5 FEET SOUTH OF THE SOUTHEAST
 NM0615'CORNER OF AND IN LINE WITH THE EAST SIDE OF THE ADMINISTRATION
 NM0615'BUILDING, 43.0 FEET EAST OF THE CENTERLINE OF THE ENTRANCE
 NM0615'DRIVEWAY TO THE AIRPORT, 45.0 FEET NORTH OF THE CENTERLINE OF
 NM0615'THE HIGHWAY, 1.0 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND
 NM0615'ABOUT 4 FEET LOWER THAN THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 NM0615'POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5256 ***********************************************************************
 DG5256  DESIGNATION -  R 225 RESET
 DG5256  PID         -  DG5256
 DG5256  STATE/COUNTY-  NE/WAYNE
 DG5256  USGS QUAD   -  ALTONA NW (1966)
 DG5256
 DG5256                         *CURRENT SURVEY CONTROL
 DG5256  ___________________________________________________________________
 DG5256* NAD 83(1986)-  42 14 08.     (N)    096 59 11.     (W)     SCALED    
 DG5256* NAVD 88     -       436.85   (meters)    1433.2    (feet)  RESET     
 DG5256  ___________________________________________________________________
 DG5256  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 DG5256
 DG5256  VERT ORDER  -  THIRD
 DG5256
 DG5256.The horizontal coordinates were scaled from a topographic map and have
 DG5256.an estimated accuracy of +/- 6 seconds.
 DG5256
 DG5256.The orthometric height was computed from unverified reset data.
 DG5256.No vertical observational check was made to the station.
 DG5256
 DG5256.The geoid height was determined by GEOID03.
 DG5256
 DG5256;                    North         East    Units  Estimated Accuracy
 DG5256;SPC NE       -   271,050.      748,640.      MT  (+/- 180 meters Scaled)
 DG5256
 DG5256                          SUPERSEDED SURVEY CONTROL
 DG5256
 DG5256.No superseded survey control is available for this station.
 DG5256
 DG5256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM661778(NAD 83)
 DG5256_MARKER: DV = VERTICAL CONTROL DISK
 DG5256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5256_STAMPING: R 225 1956 RESET 2003
 DG5256_MARK LOGO: NGS   
 DG5256_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5256+STABILITY: SURFACE MOTION
 DG5256
 DG5256  HISTORY     - Date     Condition        Report By
 DG5256  HISTORY     - 2003     MONUMENTED       NEDR
 DG5256
 DG5256                          STATION DESCRIPTION
 DG5256
 DG5256'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 2003 (JH)
 DG5256'FROM THE INTERSECTION OF HWYS 35 AND 15 IN WAYNE, GO EAST ON HWY 35
 DG5256'1.5 MILES TO THE WAYNE MUNICIPAL AIRPORT DRIVEWAY AND GO WEST ON PARK
 DG5256'GRAVEL ROAD TO POINT SOUTH EAST OF WELCOME TO WAYNE SIGN (BRICK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0518 ***********************************************************************
 NN0518  DESIGNATION -  R 226
 NN0518  PID         -  NN0518
 NN0518  STATE/COUNTY-  NE/BROWN
 NN0518  USGS QUAD   -  AINSWORTH SW (1954)
 NN0518
 NN0518                         *CURRENT SURVEY CONTROL
 NN0518  ___________________________________________________________________
 NN0518* NAD 83(1986)-  42 33 19.     (N)    099 55 11.     (W)     SCALED    
 NN0518* NAVD 88     -       776.684  (meters)    2548.17   (feet)  ADJUSTED  
 NN0518  ___________________________________________________________________
 NN0518  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 NN0518  DYNAMIC HT  -         776.357 (meters)    2547.10  (feet)  COMP
 NN0518  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 NN0518
 NN0518  VERT ORDER  -  FIRST     CLASS II
 NN0518
 NN0518.The horizontal coordinates were scaled from a topographic map and have
 NN0518.an estimated accuracy of +/- 6 seconds.
 NN0518
 NN0518.The orthometric height was determined by differential leveling
 NN0518.and adjusted by the National Geodetic Survey in June 1991..
 NN0518
 NN0518.The geoid height was determined by GEOID03.
 NN0518
 NN0518.The dynamic height is computed by dividing the NAVD 88
 NN0518.geopotential number by the normal gravity value computed on the
 NN0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0518.degrees latitude (g = 980.6199 gals.).
 NN0518
 NN0518.The modeled gravity was interpolated from observed gravity values.
 NN0518
 NN0518;                    North         East    Units  Estimated Accuracy
 NN0518;SPC NE       -   302,230.      506,590.      MT  (+/- 180 meters Scaled)
 NN0518
 NN0518                          SUPERSEDED SURVEY CONTROL
 NN0518
 NN0518  NGVD 29 (??/??/92)  776.388  (m)         2547.20   (f) ADJ UNCH    1 2
 NN0518
 NN0518.Superseded values are not recommended for survey control.
 NN0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0518.See file dsdata.txt to determine how the superseded data were derived.
 NN0518
 NN0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN244118(NAD 83)
 NN0518_MARKER: DB = BENCH MARK DISK
 NN0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0518_SP_SET: CULVERT
 NN0518_STAMPING: R 226 1946
 NN0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0518
 NN0518  HISTORY     - Date     Condition        Report By
 NN0518  HISTORY     - 1946     MONUMENTED       CGS
 NN0518
 NN0518                          STATION DESCRIPTION
 NN0518
 NN0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0518'2.9 M W FROM AINSWORTH.
 NN0518'2.9 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 NN0518'AT AINSWORTH, BROWN COUNTY, ACROSS THE HIGHWAY FROM CHICAGO
 NN0518'AND NORTH WESTERN RAILWAY MILEPOST 226, AT A 6-BY 6-FOOT CONCRETE
 NN0518'CULVERT, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL,
 NN0518'18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 NN0518'THE HIGHWAY.  A STANDARD DISK, STAMPED R 226 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0604 ***********************************************************************
 NN0604  DESIGNATION -  R 226 RESET
 NN0604  PID         -  NN0604
 NN0604  STATE/COUNTY-  NE/BROWN
 NN0604  USGS QUAD   -  AINSWORTH SW (1954)
 NN0604
 NN0604                         *CURRENT SURVEY CONTROL
 NN0604  ___________________________________________________________________
 NN0604* NAD 83(1986)-  42 33 10.     (N)    099 55 11.     (W)     SCALED    
 NN0604* NAVD 88     -       776.65   (+/-2cm)    2548.1    (feet)  VERTCON   
 NN0604  ___________________________________________________________________
 NN0604  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 NN0604
 NN0604  VERT ORDER  -  THIRD (See Below)
 NN0604
 NN0604.The horizontal coordinates were scaled from a topographic map and have
 NN0604.an estimated accuracy of +/- 6 seconds.
 NN0604
 NN0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0604.The vertical order pertains to the NGVD 29 superseded value.
 NN0604
 NN0604.The geoid height was determined by GEOID03.
 NN0604
 NN0604;                    North         East    Units  Estimated Accuracy
 NN0604;SPC NE       -   301,950.      506,590.      MT  (+/- 180 meters Scaled)
 NN0604
 NN0604                          SUPERSEDED SURVEY CONTROL
 NN0604
 NN0604  NGVD 29 (08/02/06)  776.36   (m)         2547.1    (f) RESET       3  
 NN0604
 NN0604.Superseded values are not recommended for survey control.
 NN0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0604.See file dsdata.txt to determine how the superseded data were derived.
 NN0604
 NN0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN244115(NAD 83)
 NN0604_MARKER: DB = BENCH MARK DISK
 NN0604_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NN0604_SP_SET: CULVERT
 NN0604_STAMPING: R 226 RESET 1977
 NN0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0604+STABILITY: SURFACE MOTION
 NN0604
 NN0604  HISTORY     - Date     Condition        Report By
 NN0604  HISTORY     - 1977     MONUMENTED       NEDR
 NN0604
 NN0604                          STATION DESCRIPTION
 NN0604
 NN0604'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1977
 NN0604'2.9 MI WEST FROM AINSWORTH.
 NN0604'2.9 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE IN
 NN0604'AINSWORTH, ACROSS THE HIGHWAY FROM CHICAGO AND NORTHWESTERN RAILWAY
 NN0604'MILEPOST 226, AT A 6-BY 6-FOOT CONCRETE CULVERT, IN THE TOP OF THE
 NN0604'WEST END OF THE NORTH HEADWALL, 18 FEET NORTH OF THE CENTERLINE OF
 NN0604'THE HIGHWAY.
 NN0604'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0036 ***********************************************************************
 NO0036  DESIGNATION -  R 228
 NO0036  PID         -  NO0036
 NO0036  STATE/COUNTY-  NE/CHERRY
 NO0036  USGS QUAD   -  THATCHER (1983)
 NO0036
 NO0036                         *CURRENT SURVEY CONTROL
 NO0036  ___________________________________________________________________
 NO0036* NAD 83(1986)-  42 46 36.     (N)    100 23 11.     (W)     SCALED    
 NO0036* NAVD 88     -       819.521  (meters)    2688.71   (feet)  ADJUSTED  
 NO0036  ___________________________________________________________________
 NO0036  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 NO0036  DYNAMIC HT  -         819.190 (meters)    2687.63  (feet)  COMP
 NO0036  MODELED GRAV-     980,189.8   (mgal)                       NAVD 88
 NO0036
 NO0036  VERT ORDER  -  FIRST     CLASS II
 NO0036
 NO0036.The horizontal coordinates were scaled from a topographic map and have
 NO0036.an estimated accuracy of +/- 6 seconds.
 NO0036
 NO0036.The orthometric height was determined by differential leveling
 NO0036.and adjusted by the National Geodetic Survey in June 1991..
 NO0036
 NO0036.The geoid height was determined by GEOID03.
 NO0036
 NO0036.The dynamic height is computed by dividing the NAVD 88
 NO0036.geopotential number by the normal gravity value computed on the
 NO0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0036.degrees latitude (g = 980.6199 gals.).
 NO0036
 NO0036.The modeled gravity was interpolated from observed gravity values.
 NO0036
 NO0036;                    North         East    Units  Estimated Accuracy
 NO0036;SPC NE       -   326,880.      468,380.      MT  (+/- 180 meters Scaled)
 NO0036
 NO0036                          SUPERSEDED SURVEY CONTROL
 NO0036
 NO0036  NGVD 29 (??/??/92)  819.239  (m)         2687.79   (f) ADJ UNCH    1 2
 NO0036
 NO0036.Superseded values are not recommended for survey control.
 NO0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0036.See file dsdata.txt to determine how the superseded data were derived.
 NO0036
 NO0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN865369(NAD 83)
 NO0036_MARKER: DB = BENCH MARK DISK
 NO0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0036_STAMPING: R 228 1946
 NO0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0036+STABILITY: SURFACE MOTION
 NO0036
 NO0036  HISTORY     - Date     Condition        Report By
 NO0036  HISTORY     - 1946     MONUMENTED       CGS
 NO0036
 NO0036                          STATION DESCRIPTION
 NO0036
 NO0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0036'3.6 MI NW FROM ARABIA.
 NO0036'3.6 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0036'FROM THE STATION AT ARABIA, CHERRY COUNTY, 5 FEET NORTHWEST
 NO0036'OF MILEPOST 257, 43 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NO0036'TRACK, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND
 NO0036'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED R 228 1946
 NO0036'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 NO0036'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0048 ***********************************************************************
 NO0048  DESIGNATION -  R 229
 NO0048  PID         -  NO0048
 NO0048  STATE/COUNTY-  NE/KEYA PAHA
 NO0048  USGS QUAD   -  NORDEN NW (1983)
 NO0048
 NO0048                         *CURRENT SURVEY CONTROL
 NO0048  ___________________________________________________________________
 NO0048* NAD 83(1986)-  42 56 28.     (N)    100 09 31.     (W)     SCALED    
 NO0048* NAVD 88     -       767.722  (meters)    2518.77   (feet)  ADJUSTED  
 NO0048  ___________________________________________________________________
 NO0048  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 NO0048  DYNAMIC HT  -         767.420 (meters)    2517.78  (feet)  COMP
 NO0048  MODELED GRAV-     980,201.5   (mgal)                       NAVD 88
 NO0048
 NO0048  VERT ORDER  -  SECOND    CLASS 0
 NO0048
 NO0048.The horizontal coordinates were scaled from a topographic map and have
 NO0048.an estimated accuracy of +/- 6 seconds.
 NO0048
 NO0048.The orthometric height was determined by differential leveling
 NO0048.and adjusted by the National Geodetic Survey in June 1991..
 NO0048
 NO0048.The geoid height was determined by GEOID03.
 NO0048
 NO0048.The dynamic height is computed by dividing the NAVD 88
 NO0048.geopotential number by the normal gravity value computed on the
 NO0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0048.degrees latitude (g = 980.6199 gals.).
 NO0048
 NO0048.The modeled gravity was interpolated from observed gravity values.
 NO0048
 NO0048;                    North         East    Units  Estimated Accuracy
 NO0048;SPC NE       -   345,090.      487,060.      MT  (+/- 180 meters Scaled)
 NO0048
 NO0048                          SUPERSEDED SURVEY CONTROL
 NO0048
 NO0048  NGVD 29 (??/??/92)  767.402  (m)         2517.72   (f) ADJ UNCH    2 0
 NO0048
 NO0048.Superseded values are not recommended for survey control.
 NO0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0048.See file dsdata.txt to determine how the superseded data were derived.
 NO0048
 NO0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN054549(NAD 83)
 NO0048_MARKER: DB = BENCH MARK DISK
 NO0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0048_STAMPING: R 229 1946
 NO0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0048+STABILITY: SURFACE MOTION
 NO0048
 NO0048  HISTORY     - Date     Condition        Report By
 NO0048  HISTORY     - 1946     MONUMENTED       CGS
 NO0048
 NO0048                          STATION DESCRIPTION
 NO0048
 NO0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0048'9 MI NW FROM NORDEN.
 NO0048'ABOUT 6.0 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM
 NO0048'NORDEN, THENCE 3.0 MILES NORTH ALONG A DIRT SECTION LINE ROAD,
 NO0048'AND AT THE JUNCTION WITH A DIRT ROAD LEADING EAST, 33 FEET WEST
 NO0048'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH
 NO0048'ROAD, 12 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD
 NO0048'EXTENDED, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF
 NO0048'A 4 IN X 4 IN MARKER POST.  PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0348 ***********************************************************************
 MK0348  DESIGNATION -  R 230
 MK0348  PID         -  MK0348
 MK0348  STATE/COUNTY-  NE/BURT
 MK0348  USGS QUAD   -  CRAIG (1970)
 MK0348
 MK0348                         *CURRENT SURVEY CONTROL
 MK0348  ___________________________________________________________________
 MK0348* NAD 83(1986)-  41 47 35.     (N)    096 18 11.     (W)     SCALED    
 MK0348* NAVD 88     -       356.226  (meters)    1168.72   (feet)  ADJUSTED  
 MK0348  ___________________________________________________________________
 MK0348  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 MK0348  DYNAMIC HT  -         356.089 (meters)    1168.27  (feet)  COMP
 MK0348  MODELED GRAV-     980,229.8   (mgal)                       NAVD 88
 MK0348
 MK0348  VERT ORDER  -  SECOND    CLASS 0
 MK0348
 MK0348.The horizontal coordinates were scaled from a topographic map and have
 MK0348.an estimated accuracy of +/- 6 seconds.
 MK0348
 MK0348.The orthometric height was determined by differential leveling
 MK0348.and adjusted by the National Geodetic Survey in June 1991..
 MK0348
 MK0348.The geoid height was determined by GEOID03.
 MK0348
 MK0348.The dynamic height is computed by dividing the NAVD 88
 MK0348.geopotential number by the normal gravity value computed on the
 MK0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0348.degrees latitude (g = 980.6199 gals.).
 MK0348
 MK0348.The modeled gravity was interpolated from observed gravity values.
 MK0348
 MK0348;                    North         East    Units  Estimated Accuracy
 MK0348;SPC NE       -   224,150.      807,090.      MT  (+/- 180 meters Scaled)
 MK0348
 MK0348                          SUPERSEDED SURVEY CONTROL
 MK0348
 MK0348  NGVD 29 (??/??/92)  356.087  (m)         1168.26   (f) ADJ UNCH    2 0
 MK0348
 MK0348.Superseded values are not recommended for survey control.
 MK0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0348.See file dsdata.txt to determine how the superseded data were derived.
 MK0348
 MK0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM240303(NAD 83)
 MK0348_MARKER: DB = BENCH MARK DISK
 MK0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0348_STAMPING: R 230 1947
 MK0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0348+STABILITY: SURFACE MOTION
 MK0348
 MK0348  HISTORY     - Date     Condition        Report By
 MK0348  HISTORY     - 1947     MONUMENTED       CGS
 MK0348
 MK0348                          STATION DESCRIPTION
 MK0348
 MK0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0348'5 MI W FROM TEKAMAH.
 MK0348'5.0 MILES WEST ALONG U.S. HIGHWAY NO. 73W FROM THE COURT HOUSE
 MK0348'AT TEKAMAH, DIRECTLY ACROSS THE HIGHWAY FROM A PRIVATE ROAD
 MK0348'LEADING NORTH TO A FARM HOUSE, 245.0 FEET WEST OF THE CENTER
 MK0348'OF A CONCRETE BRIDGE OVER A CREEK, 38.0 FEET SOUTH OF THE
 MK0348'CENTER OF THE HIGHWAY, 32.5 FEET WEST OF A GUY WIRE BRACED
 MK0348'POWER LINE POLE, 1.5 FOOT EAST OF A REFERENCE POST, SET IN
 MK0348'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 MK0348'PROJECTING 0.3 FOOT.  THIS BEMCH MARK IS ALSO 3.6 MILES EAST
 MK0348'ALONG U.S. HIHGWAY NO. 73W FROM THE HIGH SCHOOL AT CRAIG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0349 ***********************************************************************
 MK0349  DESIGNATION -  R 230 RESET
 MK0349  PID         -  MK0349
 MK0349  STATE/COUNTY-  NE/BURT
 MK0349  USGS QUAD   -  CRAIG (1970)
 MK0349
 MK0349                         *CURRENT SURVEY CONTROL
 MK0349  ___________________________________________________________________
 MK0349* NAD 83(1986)-  41 47 35.     (N)    096 18 12.     (W)     SCALED    
 MK0349* NAVD 88     -       356.07   (meters)    1168.2    (feet)  RESET     
 MK0349  ___________________________________________________________________
 MK0349  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 MK0349
 MK0349  VERT ORDER  -  THIRD
 MK0349
 MK0349.The horizontal coordinates were scaled from a topographic map and have
 MK0349.an estimated accuracy of +/- 6 seconds.
 MK0349
 MK0349.The orthometric height was computed from unverified reset data.
 MK0349
 MK0349.The geoid height was determined by GEOID03.
 MK0349
 MK0349;                    North         East    Units  Estimated Accuracy
 MK0349;SPC NE       -   224,150.      807,070.      MT  (+/- 180 meters Scaled)
 MK0349
 MK0349                          SUPERSEDED SURVEY CONTROL
 MK0349
 MK0349  NGVD 29 (??/??/??)  355.93   (m)         1167.7    (f) RESET       3  
 MK0349
 MK0349.Superseded values are not recommended for survey control.
 MK0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0349.See file dsdata.txt to determine how the superseded data were derived.
 MK0349
 MK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM240303(NAD 83)
 MK0349_MARKER: DB = BENCH MARK DISK
 MK0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0349_STAMPING: R 230 RESET 1948
 MK0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0349+STABILITY: SURFACE MOTION
 MK0349
 MK0349  HISTORY     - Date     Condition        Report By
 MK0349  HISTORY     - 1948     MONUMENTED       NEDR
 MK0349  HISTORY     - 1948     GOOD             NGS
 MK0349  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0349
 MK0349                          STATION DESCRIPTION
 MK0349
 MK0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0349'5 MI W FROM TEKAMAH.
 MK0349'5.0 MILES WEST ALONG U.S. HIGHWAY 73 W FROM THE COURTHOUSE
 MK0349'AT TEKAMAH, AT TEKAMAH, BURT COUNTY, 3.6 MILES EAST OF THE
 MK0349'HIGH SCHOOL AT CRAIG, 312 FEET WEST OF THE JUNCTION OF A ROAD
 MK0349'LEADING SOUTH, 118 FEET WEST OF A DRIVEWAY LEADING NORTH,
 MK0349'155 FEET EAST OF A 6- BY 8-FOOT CONCRETE-BOX CULVERT, 40 FEET
 MK0349'NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT EAST OF A
 MK0349'WHITE WOODEN WITNESS POST, AND AT THE FENCE.  A STANDARD DISK,
 MK0349'STAMPED R 230 RESET 1948 AND SET IN THE TOP OF A CONCRETE POST.
 MK0349
 MK0349                          STATION RECOVERY (1965)
 MK0349
 MK0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0322 ***********************************************************************
 MK0322  DESIGNATION -  R 231
 MK0322  PID         -  MK0322
 MK0322  STATE/COUNTY-  NE/BURT
 MK0322  USGS QUAD   -  BERTHA (1970)
 MK0322
 MK0322                         *CURRENT SURVEY CONTROL
 MK0322  ___________________________________________________________________
 MK0322* NAD 83(1986)-  41 54 57.     (N)    096 20 48.     (W)     SCALED    
 MK0322* NAVD 88     -       409.278  (meters)    1342.77   (feet)  ADJUSTED  
 MK0322  ___________________________________________________________________
 MK0322  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 MK0322  DYNAMIC HT  -         409.129 (meters)    1342.28  (feet)  COMP
 MK0322  MODELED GRAV-     980,246.8   (mgal)                       NAVD 88
 MK0322
 MK0322  VERT ORDER  -  SECOND    CLASS 0
 MK0322
 MK0322.The horizontal coordinates were scaled from a topographic map and have
 MK0322.an estimated accuracy of +/- 6 seconds.
 MK0322
 MK0322.The orthometric height was determined by differential leveling
 MK0322.and adjusted by the National Geodetic Survey in June 1991..
 MK0322
 MK0322.The geoid height was determined by GEOID03.
 MK0322
 MK0322.The dynamic height is computed by dividing the NAVD 88
 MK0322.geopotential number by the normal gravity value computed on the
 MK0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0322.degrees latitude (g = 980.6199 gals.).
 MK0322
 MK0322.The modeled gravity was interpolated from observed gravity values.
 MK0322
 MK0322;                    North         East    Units  Estimated Accuracy
 MK0322;SPC NE       -   237,610.      802,890.      MT  (+/- 180 meters Scaled)
 MK0322
 MK0322                          SUPERSEDED SURVEY CONTROL
 MK0322
 MK0322  NGVD 29 (??/??/92)  409.132  (m)         1342.29   (f) ADJ UNCH    2 0
 MK0322
 MK0322.Superseded values are not recommended for survey control.
 MK0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0322.See file dsdata.txt to determine how the superseded data were derived.
 MK0322
 MK0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM200438(NAD 83)
 MK0322_MARKER: DB = BENCH MARK DISK
 MK0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0322_STAMPING: R 231 1947
 MK0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0322+STABILITY: SURFACE MOTION
 MK0322
 MK0322  HISTORY     - Date     Condition        Report By
 MK0322  HISTORY     - 1947     MONUMENTED       CGS
 MK0322
 MK0322                          STATION DESCRIPTION
 MK0322
 MK0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0322'9.7 MI N FROM CRAIG.
 MK0322'0.7 MILE EAST ALONG U.S. HIGHWAY NO. 73 W FROM THE HIGH SCHOOL
 MK0322'AT CRAIG, THENCE 9.0 MILES NORTH ALONG A GRAVEL ROAD, IN THE
 MK0322'NORTHEAST ANGLE OF A CROSS ROAD, 50.0 FEET NORTH OF THE CENTER
 MK0322'OF THE EAST-WEST ROAD, 33.0 FEET EAST OF THE CENTER OF THE
 MK0322'NORTH-SOUTH ROAD, 21.0 FEET NORTH OF A FENCE CORNER POST, 1.7
 MK0322'FOOT SOUTH OF A REFERENCE POST, 1.2 FOOT WEST OF THE EAST
 MK0322'RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME
 MK0322'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.  THIS BENCH
 MK0322'MARK IS ALSO 6.75 MILES EAST ALONG STATE HIGHWAY NO. 118 AND
 MK0322'1.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 MK0322'AND QIUNCY RAILROAD STATION AT LYONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0657 ***********************************************************************
 MK0657  DESIGNATION -  R 233
 MK0657  PID         -  MK0657
 MK0657  STATE/COUNTY-  NE/DOUGLAS
 MK0657  USGS QUAD   -  IRVINGTON (1984)
 MK0657
 MK0657                         *CURRENT SURVEY CONTROL
 MK0657  ___________________________________________________________________
 MK0657* NAD 83(1986)-  41 18 23.     (N)    096 07 10.     (W)     SCALED    
 MK0657* NAVD 88     -       368.638  (meters)    1209.44   (feet)  ADJUSTED  
 MK0657  ___________________________________________________________________
 MK0657  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MK0657  DYNAMIC HT  -         368.476 (meters)    1208.91  (feet)  COMP
 MK0657  MODELED GRAV-     980,174.9   (mgal)                       NAVD 88
 MK0657
 MK0657  VERT ORDER  -  SECOND    CLASS 0
 MK0657
 MK0657.The horizontal coordinates were scaled from a topographic map and have
 MK0657.an estimated accuracy of +/- 6 seconds.
 MK0657
 MK0657.The orthometric height was determined by differential leveling
 MK0657.and adjusted by the National Geodetic Survey in June 1991..
 MK0657
 MK0657.The geoid height was determined by GEOID03.
 MK0657
 MK0657.The dynamic height is computed by dividing the NAVD 88
 MK0657.geopotential number by the normal gravity value computed on the
 MK0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0657.degrees latitude (g = 980.6199 gals.).
 MK0657
 MK0657.The modeled gravity was interpolated from observed gravity values.
 MK0657
 MK0657;                    North         East    Units  Estimated Accuracy
 MK0657;SPC NE       -   170,840.      824,760.      MT  (+/- 180 meters Scaled)
 MK0657
 MK0657                          SUPERSEDED SURVEY CONTROL
 MK0657
 MK0657  NGVD 29 (??/??/92)  368.515  (m)         1209.04   (f) ADJ UNCH    2 0
 MK0657
 MK0657.Superseded values are not recommended for survey control.
 MK0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0657.See file dsdata.txt to determine how the superseded data were derived.
 MK0657
 MK0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL411767(NAD 83)
 MK0657_MARKER: DB = BENCH MARK DISK
 MK0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0657_STAMPING: R 233 1947
 MK0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0657+STABILITY: SURFACE MOTION
 MK0657
 MK0657  HISTORY     - Date     Condition        Report By
 MK0657  HISTORY     - 1947     MONUMENTED       CGS
 MK0657  HISTORY     - 1969     MARK NOT FOUND   LOCSUR
 MK0657
 MK0657                          STATION DESCRIPTION
 MK0657
 MK0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0657'5.5 MI SE FROM BENNINGTON.
 MK0657'1.6 MILES SOUTH ALONG A PAVED ROAD FROM THE PUBLIC SCHOOL AT
 MK0657'BENNINGTON, THENCE 2.9 MILES SOUTHEAST ALONG NEBRASKA STATE
 MK0657'HIGHWAY 8, THENCE 1.0 MILE SOUTH ALONG AN ASPHALT ROAD, AT A ROAD
 MK0657'CROSSING, 56 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 MK0657'46 FEET SOUTHEAST OF THE EAST END OF THE SOUTH HEADWALL OF A
 MK0657'CONCRETE CULVERT, 25 FEET EAST OF AND 1 FOOT HIGHER THAN THE
 MK0657'CENTER LINE OF A NORTH-SOUTH ROAD, 21 FEET SOUTH OF A FENCE
 MK0657'CONRER, 3 FEET NORTH OF A 4 X 4 MARKER POST, 0.5 FOOT WEST OF A
 MK0657'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 MK0657'ABOVE THE GROUND.
 MK0657
 MK0657                          STATION RECOVERY (1969)
 MK0657
 MK0657'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 MK0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0537 ***********************************************************************
 MK0537  DESIGNATION -  R 234
 MK0537  PID         -  MK0537
 MK0537  STATE/COUNTY-  NE/WASHINGTON
 MK0537  USGS QUAD   -  FORT CALHOUN (1975)
 MK0537
 MK0537                         *CURRENT SURVEY CONTROL
 MK0537  ___________________________________________________________________
 MK0537* NAD 83(1986)-  41 27 23.     (N)    096 01 19.     (W)     SCALED    
 MK0537* NAVD 88     -       328.134  (meters)    1076.55   (feet)  ADJUSTED  
 MK0537  ___________________________________________________________________
 MK0537  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 MK0537  DYNAMIC HT  -         327.979 (meters)    1076.04  (feet)  COMP
 MK0537  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 MK0537
 MK0537  VERT ORDER  -  SECOND    CLASS 0
 MK0537
 MK0537.The horizontal coordinates were scaled from a topographic map and have
 MK0537.an estimated accuracy of +/- 6 seconds.
 MK0537
 MK0537.The orthometric height was determined by differential leveling
 MK0537.and adjusted by the National Geodetic Survey in June 1991..
 MK0537
 MK0537.The geoid height was determined by GEOID03.
 MK0537
 MK0537.The dynamic height is computed by dividing the NAVD 88
 MK0537.geopotential number by the normal gravity value computed on the
 MK0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0537.degrees latitude (g = 980.6199 gals.).
 MK0537
 MK0537.The modeled gravity was interpolated from observed gravity values.
 MK0537
 MK0537;                    North         East    Units  Estimated Accuracy
 MK0537;SPC NE       -   187,840.      832,150.      MT  (+/- 180 meters Scaled)
 MK0537
 MK0537                          SUPERSEDED SURVEY CONTROL
 MK0537
 MK0537  NGVD 29 (??/??/92)  327.990  (m)         1076.08   (f) ADJ UNCH    2 0
 MK0537
 MK0537.Superseded values are not recommended for survey control.
 MK0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0537.See file dsdata.txt to determine how the superseded data were derived.
 MK0537
 MK0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL487937(NAD 83)
 MK0537_MARKER: DB = BENCH MARK DISK
 MK0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0537_STAMPING: R 234 1947
 MK0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0537+STABILITY: SURFACE MOTION
 MK0537
 MK0537  HISTORY     - Date     Condition        Report By
 MK0537  HISTORY     - 1947     MONUMENTED       CGS
 MK0537  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK0537
 MK0537                          STATION DESCRIPTION
 MK0537
 MK0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0537'AT FORT CALHOUN.
 MK0537'AT FORT CALHOUN, IN THE YARD OF THE FORT CALHOUN PUBLIC SCHOOL,
 MK0537'80 FEET SOUTH OF THE FLAGPOLE, 19.3 FEET WEST OF THE SOUTHWEST
 MK0537'CORNER OF THE BUILDING, 18 FEET NORTH OF A 32-INCH LOCUST TREE,
 MK0537'8 FEET WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK, SET IN
 MK0537'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0537
 MK0537                          STATION RECOVERY (1966)
 MK0537
 MK0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0204 ***********************************************************************
 NM0204  DESIGNATION -  R 235
 NM0204  PID         -  NM0204
 NM0204  STATE/COUNTY-  NE/DAKOTA
 NM0204  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0204
 NM0204                         *CURRENT SURVEY CONTROL
 NM0204  ___________________________________________________________________
 NM0204* NAD 83(1986)-  42 25 20.     (N)    096 24 51.     (W)     SCALED    
 NM0204* NAVD 88     -       334.095  (meters)    1096.11   (feet)  ADJUSTED  
 NM0204  ___________________________________________________________________
 NM0204  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 NM0204  DYNAMIC HT  -         333.989 (meters)    1095.76  (feet)  COMP
 NM0204  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 NM0204
 NM0204  VERT ORDER  -  FIRST     CLASS II
 NM0204
 NM0204.The horizontal coordinates were scaled from a topographic map and have
 NM0204.an estimated accuracy of +/- 6 seconds.
 NM0204
 NM0204.The orthometric height was determined by differential leveling
 NM0204.and adjusted by the National Geodetic Survey in June 1991..
 NM0204
 NM0204.The geoid height was determined by GEOID03.
 NM0204
 NM0204.The dynamic height is computed by dividing the NAVD 88
 NM0204.geopotential number by the normal gravity value computed on the
 NM0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0204.degrees latitude (g = 980.6199 gals.).
 NM0204
 NM0204.The modeled gravity was interpolated from observed gravity values.
 NM0204
 NM0204;                    North         East    Units  Estimated Accuracy
 NM0204;SPC NE       -   293,560.      794,970.      MT  (+/- 180 meters Scaled)
 NM0204
 NM0204                          SUPERSEDED SURVEY CONTROL
 NM0204
 NM0204  NGVD 29 (??/??/92)  333.938  (m)         1095.59   (f) ADJ UNCH    1 2
 NM0204
 NM0204.Superseded values are not recommended for survey control.
 NM0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0204.See file dsdata.txt to determine how the superseded data were derived.
 NM0204
 NM0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM127998(NAD 83)
 NM0204_MARKER: DB = BENCH MARK DISK
 NM0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0204_STAMPING: R 235 1947
 NM0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0204+STABILITY: SURFACE MOTION
 NM0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM0204+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM0204
 NM0204  HISTORY     - Date     Condition        Report By
 NM0204  HISTORY     - 1947     MONUMENTED       CGS
 NM0204  HISTORY     - 1971     GOOD             NGS
 NM0204  HISTORY     - 20050713 GOOD             GEOCAC
 NM0204
 NM0204                          STATION DESCRIPTION
 NM0204
 NM0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0204'0.7 MI N FROM DAKOTA CITY.
 NM0204'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE COURT HOUSE
 NM0204'AT DAKOTA CITY, ABOUT 105 YARDS EAST OF THE HIGHWAY, 42.0 FEET
 NM0204'SOUTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD, 31.7
 NM0204'FEET EAST OF THE EAST END OF A STEEL GATE ACROSS THE NORTH
 NM0204'ENTRANCE DRIVE TO THE DAKOTA CITY CEMETERY, 6.0 FEET EAST
 NM0204'OF THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 1.0 FOOT
 NM0204'NORTH OF A WOVEN WIRE FENCE AND SET IN THE TOP OF A CONCRETE
 NM0204'POST WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 NM0204
 NM0204                          STATION RECOVERY (1971)
 NM0204
 NM0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NM0204'RECOVERED IN GOOD CONDITION.
 NM0204
 NM0204                          STATION RECOVERY (2005)
 NM0204
 NM0204'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM0204'HANDHELD COORDINATES ARE N42-25-20.10 W096-24-50.82.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0698 ***********************************************************************
 NM0698  DESIGNATION -  R 236
 NM0698  PID         -  NM0698
 NM0698  STATE/COUNTY-  NE/DAKOTA
 NM0698  USGS QUAD   -  EMERSON SE (1967)
 NM0698
 NM0698                         *CURRENT SURVEY CONTROL
 NM0698  ___________________________________________________________________
 NM0698* NAD 83(1986)-  42 21 55.     (N)    096 33 55.     (W)     SCALED    
 NM0698* NAVD 88     -       394.356  (meters)    1293.82   (feet)  ADJUSTED  
 NM0698  ___________________________________________________________________
 NM0698  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 NM0698  DYNAMIC HT  -         394.228 (meters)    1293.40  (feet)  COMP
 NM0698  MODELED GRAV-     980,282.8   (mgal)                       NAVD 88
 NM0698
 NM0698  VERT ORDER  -  SECOND    CLASS 0
 NM0698
 NM0698.The horizontal coordinates were scaled from a topographic map and have
 NM0698.an estimated accuracy of +/- 6 seconds.
 NM0698
 NM0698.The orthometric height was determined by differential leveling
 NM0698.and adjusted by the National Geodetic Survey in June 1991..
 NM0698
 NM0698.The geoid height was determined by GEOID03.
 NM0698
 NM0698.The dynamic height is computed by dividing the NAVD 88
 NM0698.geopotential number by the normal gravity value computed on the
 NM0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0698.degrees latitude (g = 980.6199 gals.).
 NM0698
 NM0698.The modeled gravity was interpolated from observed gravity values.
 NM0698
 NM0698;                    North         East    Units  Estimated Accuracy
 NM0698;SPC NE       -   286,740.      782,800.      MT  (+/- 180 meters Scaled)
 NM0698
 NM0698                          SUPERSEDED SURVEY CONTROL
 NM0698
 NM0698  NGVD 29 (??/??/92)  394.192  (m)         1293.28   (f) ADJ UNCH    2 0
 NM0698
 NM0698.Superseded values are not recommended for survey control.
 NM0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0698.See file dsdata.txt to determine how the superseded data were derived.
 NM0698
 NM0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM004932(NAD 83)
 NM0698_MARKER: DB = BENCH MARK DISK
 NM0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0698_STAMPING: R 236 1947
 NM0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0698+STABILITY: SURFACE MOTION
 NM0698
 NM0698  HISTORY     - Date     Condition        Report By
 NM0698  HISTORY     - 1947     MONUMENTED       CGS
 NM0698  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0698
 NM0698                          STATION DESCRIPTION
 NM0698
 NM0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0698'2.5 MI SE FROM HUBBARD.
 NM0698'TO REACH FROM THE POST OFFICE AT HUBBARD GO SOUTH 0.4 MILE
 NM0698'ALONG A GRAVELED ROAD, THENCE EAST 1.0 MILE ALONG A GRADED DIRT
 NM0698'ROAD, THENCE SOUTH 1.1 MILES ALONG A GRADED DIRT ROAD TO SITE
 NM0698'OF MARK.  BENCH MARK IS AT THE SOUTHWEST CORNER OF A PASTURE,
 NM0698'ON THE SOUTH SLOPE OF A LONG HILL, 23.5 FEET EAST OF AND ABOUT
 NM0698'2.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 8.0 FEET
 NM0698'NORTH OF AN EAST-WEST SECTION LINE FENCE, 1.0 FOOT WEST OF A
 NM0698'NORTH-SOUTH FENCE, 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER POST
 NM0698'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 5
 NM0698'INCHES ABOVE GROUND.
 NM0698
 NM0698                          STATION RECOVERY (1966)
 NM0698
 NM0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0502 ***********************************************************************
 NM0502  DESIGNATION -  R 237
 NM0502  PID         -  NM0502
 NM0502  STATE/COUNTY-  NE/THURSTON
 NM0502  USGS QUAD   -  WALTHILL (1966)
 NM0502
 NM0502                         *CURRENT SURVEY CONTROL
 NM0502  ___________________________________________________________________
 NM0502* NAD 83(1986)-  42 08 54.     (N)    096 26 39.     (W)     SCALED    
 NM0502* NAVD 88     -       435.948  (meters)    1430.27   (feet)  ADJUSTED  
 NM0502  ___________________________________________________________________
 NM0502  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 NM0502  DYNAMIC HT  -         435.797 (meters)    1429.78  (feet)  COMP
 NM0502  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 NM0502
 NM0502  VERT ORDER  -  SECOND    CLASS 0
 NM0502
 NM0502.The horizontal coordinates were scaled from a topographic map and have
 NM0502.an estimated accuracy of +/- 6 seconds.
 NM0502
 NM0502.The orthometric height was determined by differential leveling
 NM0502.and adjusted by the National Geodetic Survey in June 1991..
 NM0502
 NM0502.The geoid height was determined by GEOID03.
 NM0502
 NM0502.The dynamic height is computed by dividing the NAVD 88
 NM0502.geopotential number by the normal gravity value computed on the
 NM0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0502.degrees latitude (g = 980.6199 gals.).
 NM0502
 NM0502.The modeled gravity was interpolated from observed gravity values.
 NM0502
 NM0502;                    North         East    Units  Estimated Accuracy
 NM0502;SPC NE       -   263,070.      793,750.      MT  (+/- 180 meters Scaled)
 NM0502
 NM0502                          SUPERSEDED SURVEY CONTROL
 NM0502
 NM0502  NGVD 29 (??/??/92)  435.795  (m)         1429.77   (f) ADJ UNCH    2 0
 NM0502
 NM0502.Superseded values are not recommended for survey control.
 NM0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0502.See file dsdata.txt to determine how the superseded data were derived.
 NM0502
 NM0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM111694(NAD 83)
 NM0502_MARKER: DB = BENCH MARK DISK
 NM0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0502_STAMPING: R 237 1947
 NM0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0502+STABILITY: SURFACE MOTION
 NM0502
 NM0502  HISTORY     - Date     Condition        Report By
 NM0502  HISTORY     - 1947     MONUMENTED       CGS
 NM0502
 NM0502                          STATION DESCRIPTION
 NM0502
 NM0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0502'2.4 MI E FROM WALTHILL.
 NM0502'2.4 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0502'AT WALTHILL, AT A DIRT ROAD CROSSING, 75.2 FEET NORTHWEST OF THE
 NM0502'POINT OF INTERSECTION, 27.3 FEET NORTH OF THE HIGHWAY, 67.5 FEET
 NM0502'WEST OF THE CENTER OF THE DIRT CROSS ROAD, 2.0 FEET EAST OF A 4 IN
 NM0502'X 4 IN MARKER POST AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0503 ***********************************************************************
 NM0503  DESIGNATION -  R 237 RESET
 NM0503  PID         -  NM0503
 NM0503  STATE/COUNTY-  NE/THURSTON
 NM0503  USGS QUAD   -  WALTHILL (1966)
 NM0503
 NM0503                         *CURRENT SURVEY CONTROL
 NM0503  ___________________________________________________________________
 NM0503* NAD 83(1986)-  42 08 54.     (N)    096 26 39.     (W)     SCALED    
 NM0503* NAVD 88     -       433.68   (meters)    1422.8    (feet)  RESET     
 NM0503  ___________________________________________________________________
 NM0503  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 NM0503
 NM0503  VERT ORDER  -  THIRD
 NM0503
 NM0503.The horizontal coordinates were scaled from a topographic map and have
 NM0503.an estimated accuracy of +/- 6 seconds.
 NM0503
 NM0503.The orthometric height was computed from unverified reset data.
 NM0503
 NM0503.The geoid height was determined by GEOID03.
 NM0503
 NM0503;                    North         East    Units  Estimated Accuracy
 NM0503;SPC NE       -   263,070.      793,750.      MT  (+/- 180 meters Scaled)
 NM0503
 NM0503                          SUPERSEDED SURVEY CONTROL
 NM0503
 NM0503  NGVD 29 (??/??/??)  433.53   (m)         1422.3    (f) RESET       3  
 NM0503
 NM0503.Superseded values are not recommended for survey control.
 NM0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0503.See file dsdata.txt to determine how the superseded data were derived.
 NM0503
 NM0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM111694(NAD 83)
 NM0503_MARKER: DB = BENCH MARK DISK
 NM0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0503_STAMPING: R 237 RESET 1965
 NM0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0503+STABILITY: SURFACE MOTION
 NM0503
 NM0503  HISTORY     - Date     Condition        Report By
 NM0503  HISTORY     - 1965     MONUMENTED       CGS
 NM0503  HISTORY     - 1966     GOOD             USGS
 NM0503
 NM0503                          STATION DESCRIPTION
 NM0503
 NM0503'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM0503'2.4 MI E FROM WALTHILL.
 NM0503'2.4 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 NM0503'AT WALTHILL.  91 FT. N. AND 110 FT W. OF X-RD, 6 FT. N. AND 6 FT.
 NM0503'E. OF A POWER POLE, 2 FT. E. OF A ROW POST.  A CONCRETE POST
 NM0503'WITH A STANDARD TABLET STAMPED, R 237 RESET 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0719 ***********************************************************************
 NM0719  DESIGNATION -  R 238
 NM0719  PID         -  NM0719
 NM0719  STATE/COUNTY-  NE/THURSTON
 NM0719  USGS QUAD   -  PENDER NE (1966)
 NM0719
 NM0719                         *CURRENT SURVEY CONTROL
 NM0719  ___________________________________________________________________
 NM0719* NAD 83(1986)-  42 09 45.     (N)    096 31 53.     (W)     SCALED    
 NM0719* NAVD 88     -       433.472  (meters)    1422.15   (feet)  ADJUSTED  
 NM0719  ___________________________________________________________________
 NM0719  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 NM0719  DYNAMIC HT  -         433.320 (meters)    1421.65  (feet)  COMP
 NM0719  MODELED GRAV-     980,257.8   (mgal)                       NAVD 88
 NM0719
 NM0719  VERT ORDER  -  SECOND    CLASS 0
 NM0719
 NM0719.The horizontal coordinates were scaled from a topographic map and have
 NM0719.an estimated accuracy of +/- 6 seconds.
 NM0719
 NM0719.The orthometric height was determined by differential leveling
 NM0719.and adjusted by the National Geodetic Survey in June 1991..
 NM0719
 NM0719.The geoid height was determined by GEOID03.
 NM0719
 NM0719.The dynamic height is computed by dividing the NAVD 88
 NM0719.geopotential number by the normal gravity value computed on the
 NM0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0719.degrees latitude (g = 980.6199 gals.).
 NM0719
 NM0719.The modeled gravity was interpolated from observed gravity values.
 NM0719
 NM0719;                    North         East    Units  Estimated Accuracy
 NM0719;SPC NE       -   264,350.      786,490.      MT  (+/- 180 meters Scaled)
 NM0719
 NM0719                          SUPERSEDED SURVEY CONTROL
 NM0719
 NM0719  NGVD 29 (??/??/92)  433.314  (m)         1421.63   (f) ADJ UNCH    2 0
 NM0719
 NM0719.Superseded values are not recommended for survey control.
 NM0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0719.See file dsdata.txt to determine how the superseded data were derived.
 NM0719
 NM0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM039707(NAD 83)
 NM0719_MARKER: DB = BENCH MARK DISK
 NM0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0719_STAMPING: R 238 1947
 NM0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0719+STABILITY: SURFACE MOTION
 NM0719
 NM0719  HISTORY     - Date     Condition        Report By
 NM0719  HISTORY     - 1947     MONUMENTED       CGS
 NM0719  HISTORY     - 1966     MARK NOT FOUND   NGS
 NM0719
 NM0719                          STATION DESCRIPTION
 NM0719
 NM0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0719'3.2 MI W FROM WALTHILL.
 NM0719'0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT WALTHILL
 NM0719'TO A CROSS STREET, THENCE NORTH 0.3 MILE TO A T-ROAD, THENCE
 NM0719'WEST 2.0 MILES TO A SHARP TURN, THENCE NORTH 0.6 MILE TO A SHARP
 NM0719'TURN WEST, 0.1 MILE EAST OF A FARM HOUSE AT THE TOP OF A HILL,
 NM0719'450 FEET WEST OF THE TURN, 72.0 FEET NORTHEAST OF A POWER POLE,
 NM0719'29.6 FEET NORTH OF THE CENTER OF THE ROAD, 2.0 FEET EAST OF
 NM0719'A TELEPHONE POLE, 1.0 FOOT SOUTH OF A BARBED WIRE FENCE, 2.0
 NM0719'FEET WEST OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0719'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NM0719
 NM0719                          STATION RECOVERY (1966)
 NM0719
 NM0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NM0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0435 ***********************************************************************
 NM0435  DESIGNATION -  R 239
 NM0435  PID         -  NM0435
 NM0435  STATE/COUNTY-  NE/THURSTON
 NM0435  USGS QUAD   -  WALTHILL (1966)
 NM0435
 NM0435                         *CURRENT SURVEY CONTROL
 NM0435  ___________________________________________________________________
 NM0435* NAD 83(1986)-  42 14 14.     (N)    096 25 25.     (W)     SCALED    
 NM0435* NAVD 88     -       421.308  (meters)    1382.24   (feet)  ADJUSTED  
 NM0435  ___________________________________________________________________
 NM0435  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 NM0435  DYNAMIC HT  -         421.168 (meters)    1381.78  (feet)  COMP
 NM0435  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 NM0435
 NM0435  VERT ORDER  -  SECOND    CLASS 0
 NM0435
 NM0435.The horizontal coordinates were scaled from a topographic map and have
 NM0435.an estimated accuracy of +/- 6 seconds.
 NM0435
 NM0435.The orthometric height was determined by differential leveling
 NM0435.and adjusted by the National Geodetic Survey in June 1991..
 NM0435
 NM0435.The geoid height was determined by GEOID03.
 NM0435
 NM0435.The dynamic height is computed by dividing the NAVD 88
 NM0435.geopotential number by the normal gravity value computed on the
 NM0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0435.degrees latitude (g = 980.6199 gals.).
 NM0435
 NM0435.The modeled gravity was interpolated from observed gravity values.
 NM0435
 NM0435;                    North         East    Units  Estimated Accuracy
 NM0435;SPC NE       -   273,000.      795,040.      MT  (+/- 180 meters Scaled)
 NM0435
 NM0435                          SUPERSEDED SURVEY CONTROL
 NM0435
 NM0435  NGVD 29 (??/??/92)  421.154  (m)         1381.74   (f) ADJ UNCH    2 0
 NM0435
 NM0435.Superseded values are not recommended for survey control.
 NM0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0435.See file dsdata.txt to determine how the superseded data were derived.
 NM0435
 NM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM125793(NAD 83)
 NM0435_MARKER: DB = BENCH MARK DISK
 NM0435_SETTING: 0 = UNSPECIFIED SETTING
 NM0435_STAMPING: R 239 1947
 NM0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM0435
 NM0435  HISTORY     - Date     Condition        Report By
 NM0435  HISTORY     - 1947     MONUMENTED       CGS
 NM0435  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0435
 NM0435                          STATION DESCRIPTION
 NM0435
 NM0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0435'2.8 MI NE FROM WINNEBAGO.
 NM0435'2.6 MILES EAST ALONG A DIRT ROAD FROM THE HOSPITAL AT WINNEBAGO,
 NM0435'THENCE NORTH ALONG A DIRT ROAD 0.2 MILE, 0.1 MILE WEST OF A
 NM0435'FARM HOUSE, 27.0 FEET EAST OF THE CENTER OF THE ROAD, 12.4 FEET
 NM0435'NORTH OF A FENCE CORNER POST, 1.0 FOOT WEST OF A BARBED WIRE
 NM0435'FENCE, 2.0 FEET SOUTH OF A 4 IN X 4 IN MARKER POST AND PROJECTING
 NM0435'0.2 FOOT ABOVE GROUND.
 NM0435
 NM0435                          STATION RECOVERY (1965)
 NM0435
 NM0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0712 ***********************************************************************
 LH0712  DESIGNATION -  R 24
 LH0712  PID         -  LH0712
 LH0712  STATE/COUNTY-  NE/GOSPER
 LH0712  USGS QUAD   -  ARAPAHOE NW (1971)
 LH0712
 LH0712                         *CURRENT SURVEY CONTROL
 LH0712  ___________________________________________________________________
 LH0712* NAD 83(1986)-  40 26 17.     (N)    099 53 12.     (W)     SCALED    
 LH0712* NAVD 88     -       742.109  (meters)    2434.74   (feet)  ADJUSTED  
 LH0712  ___________________________________________________________________
 LH0712  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 LH0712  DYNAMIC HT  -         741.636 (meters)    2433.18  (feet)  COMP
 LH0712  MODELED GRAV-     979,963.5   (mgal)                       NAVD 88
 LH0712
 LH0712  VERT ORDER  -  FIRST     CLASS II
 LH0712
 LH0712.The horizontal coordinates were scaled from a topographic map and have
 LH0712.an estimated accuracy of +/- 6 seconds.
 LH0712
 LH0712.The orthometric height was determined by differential leveling
 LH0712.and adjusted by the National Geodetic Survey in June 1991..
 LH0712
 LH0712.The geoid height was determined by GEOID03.
 LH0712
 LH0712.The dynamic height is computed by dividing the NAVD 88
 LH0712.geopotential number by the normal gravity value computed on the
 LH0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0712.degrees latitude (g = 980.6199 gals.).
 LH0712
 LH0712.The modeled gravity was interpolated from observed gravity values.
 LH0712
 LH0712;                    North         East    Units  Estimated Accuracy
 LH0712;SPC NE       -    67,150.      509,610.      MT  (+/- 180 meters Scaled)
 LH0712
 LH0712                          SUPERSEDED SURVEY CONTROL
 LH0712
 LH0712  NGVD 29 (02/14/92)  741.807  (m)         2433.75   (f) ADJUSTED    1 2
 LH0712
 LH0712.Superseded values are not recommended for survey control.
 LH0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0712.See file dsdata.txt to determine how the superseded data were derived.
 LH0712
 LH0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK248767(NAD 83)
 LH0712_MARKER: DB = BENCH MARK DISK
 LH0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0712_SP_SET: CONCRETE POST
 LH0712_STAMPING: R 24 1933
 LH0712_MARK LOGO: CGS   
 LH0712_PROJECTION: PROJECTING 20 CENTIMETERS
 LH0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0712+STABILITY: SURFACE MOTION
 LH0712
 LH0712  HISTORY     - Date     Condition        Report By
 LH0712  HISTORY     - 1933     MONUMENTED       CGS
 LH0712  HISTORY     - 1941     GOOD             NGS
 LH0712  HISTORY     - 1986     GOOD             NGS
 LH0712
 LH0712                          STATION DESCRIPTION
 LH0712
 LH0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LH0712'10.4 MI N FROM ARAPAHOE.
 LH0712'IN GOSPER COUNTY, 10.4 MILES NORTH ALONG STATE HIGHWAY 21 FROM
 LH0712'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE,
 LH0712'FURNAS COUNTY, AT A 90-DEGREE CURVE, 74 FEET NORTH OF THE
 LH0712'CENTERLINE OF A ROAD LEADING EAST, 60 FEET WEST OF THE CENTERLINE
 LH0712'OF A ROAD LEADING SOUTH, 50 FEET EAST OF THE CENTERLINE OF THE
 LH0712'HIGHWAY, AND IN THE TRIANGULAR PLOT FORMED BY THESE ROADS.  A
 LH0712'STANDARD DISK, STAMPED R 24 1933 AND SET IN THE TOP OF A CONCRETE
 LH0712'POST PROJECTING 6 INCHES ABOVE GROUND.
 LH0712
 LH0712                          STATION RECOVERY (1986)
 LH0712
 LH0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0712'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.85 KM (9.3
 LH0712'MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0712'34 AT ARAPAHOE, THENCE 0.35 KM (0.2 MI) EAST ALONG A DIRT ROAD, AT THE
 LH0712'T JUNCTION OF A DIRT ROAD LEADING SOUTH, 25.9 METERS (85 FT) NORTH OF
 LH0712'THE CENTER OF THE ROAD, 34.1 METERS (112 FT) NORTHWEST OF A POWER POLE
 LH0712'FOR THE INTERSECTION OF POWER LINES AND 21.2 METERS (69.5 FT) WEST OF
 LH0712'THE EXTENDED CENTER OF A DIRT ROAD.
 LH0712'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0712'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0736 ***********************************************************************
 NM0736  DESIGNATION -  R 240
 NM0736  PID         -  NM0736
 NM0736  STATE/COUNTY-  NE/CUMING
 NM0736  USGS QUAD   -  BANCROFT (1966)
 NM0736
 NM0736                         *CURRENT SURVEY CONTROL
 NM0736  ___________________________________________________________________
 NM0736* NAD 83(1986)-  42 04 32.     (N)    096 34 29.     (W)     SCALED    
 NM0736* NAVD 88     -       428.714  (meters)    1406.54   (feet)  ADJUSTED  
 NM0736  ___________________________________________________________________
 NM0736  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 NM0736  DYNAMIC HT  -         428.560 (meters)    1406.03  (feet)  COMP
 NM0736  MODELED GRAV-     980,249.8   (mgal)                       NAVD 88
 NM0736
 NM0736  VERT ORDER  -  SECOND    CLASS 0
 NM0736
 NM0736.The horizontal coordinates were scaled from a topographic map and have
 NM0736.an estimated accuracy of +/- 6 seconds.
 NM0736
 NM0736.The orthometric height was determined by differential leveling
 NM0736.and adjusted by the National Geodetic Survey in June 1991..
 NM0736
 NM0736.The geoid height was determined by GEOID03.
 NM0736
 NM0736.The dynamic height is computed by dividing the NAVD 88
 NM0736.geopotential number by the normal gravity value computed on the
 NM0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0736.degrees latitude (g = 980.6199 gals.).
 NM0736
 NM0736.The modeled gravity was interpolated from observed gravity values.
 NM0736
 NM0736;                    North         East    Units  Estimated Accuracy
 NM0736;SPC NE       -   254,560.      783,290.      MT  (+/- 180 meters Scaled)
 NM0736
 NM0736                          SUPERSEDED SURVEY CONTROL
 NM0736
 NM0736  NGVD 29 (??/??/92)  428.555  (m)         1406.02   (f) ADJ UNCH    2 0
 NM0736
 NM0736.Superseded values are not recommended for survey control.
 NM0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0736.See file dsdata.txt to determine how the superseded data were derived.
 NM0736
 NM0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM006610(NAD 83)
 NM0736_MARKER: DB = BENCH MARK DISK
 NM0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0736_STAMPING: R 240 1947
 NM0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0736+STABILITY: SURFACE MOTION
 NM0736
 NM0736  HISTORY     - Date     Condition        Report By
 NM0736  HISTORY     - 1947     MONUMENTED       CGS
 NM0736
 NM0736                          STATION DESCRIPTION
 NM0736
 NM0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0736'4.2 MI N FROM BANCROFT.
 NM0736'0.2 MILE WEST ALONG STATE HIGHWAY NO. 16 FROM THE RAILROAD
 NM0736'STATION AT BANCROFT, THENCE NORTH 4.0 MILES WEST ALONG A GRAVEL
 NM0736'ROAD, AT A CROSS ROAD, 48.6 FEET NORTH OF THE CENTER OF THE
 NM0736'EAST-WEST ROAD, 29.2 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 NM0736'ROAD, 15.7 FEET NORTH OF A FENCE CORNER POST, 12.9 FEET NORTH
 NM0736'OF A TELEPHONE POLE, 18.2 FEET WEST OF A MAILBOX, 2.0 FEET EAST
 NM0736'OF A BARBED WIRE FENCE, 2.0 FEET SOUTH OF A 4 IN X 4 IN MARKER
 NM0736'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 NM0736'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0303 ***********************************************************************
 MK0303  DESIGNATION -  R 241
 MK0303  PID         -  MK0303
 MK0303  STATE/COUNTY-  NE/BURT
 MK0303  USGS QUAD   -  TEKAMAH NW (1970)
 MK0303
 MK0303                         *CURRENT SURVEY CONTROL
 MK0303  ___________________________________________________________________
 MK0303* NAD 83(1986)-  41 54 10.     (N)    096 10 07.     (W)     SCALED    
 MK0303* NAVD 88     -       316.883  (meters)    1039.64   (feet)  ADJUSTED  
 MK0303  ___________________________________________________________________
 MK0303  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 MK0303  DYNAMIC HT  -         316.765 (meters)    1039.25  (feet)  COMP
 MK0303  MODELED GRAV-     980,242.0   (mgal)                       NAVD 88
 MK0303
 MK0303  VERT ORDER  -  SECOND    CLASS 0
 MK0303
 MK0303.The horizontal coordinates were scaled from a topographic map and have
 MK0303.an estimated accuracy of +/- 6 seconds.
 MK0303
 MK0303.The orthometric height was determined by differential leveling
 MK0303.and adjusted by the National Geodetic Survey in June 1991..
 MK0303
 MK0303.The geoid height was determined by GEOID03.
 MK0303
 MK0303.The dynamic height is computed by dividing the NAVD 88
 MK0303.geopotential number by the normal gravity value computed on the
 MK0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0303.degrees latitude (g = 980.6199 gals.).
 MK0303
 MK0303.The modeled gravity was interpolated from observed gravity values.
 MK0303
 MK0303;                    North         East    Units  Estimated Accuracy
 MK0303;SPC NE       -   236,800.      817,710.      MT  (+/- 180 meters Scaled)
 MK0303
 MK0303                          SUPERSEDED SURVEY CONTROL
 MK0303
 MK0303  NGVD 29 (??/??/92)  316.741  (m)         1039.17   (f) ADJ UNCH    2 0
 MK0303
 MK0303.Superseded values are not recommended for survey control.
 MK0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0303.See file dsdata.txt to determine how the superseded data were derived.
 MK0303
 MK0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM348428(NAD 83)
 MK0303_MARKER: DB = BENCH MARK DISK
 MK0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0303_STAMPING: R 241 1947
 MK0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0303+STABILITY: SURFACE MOTION
 MK0303
 MK0303  HISTORY     - Date     Condition        Report By
 MK0303  HISTORY     - 1947     MONUMENTED       CGS
 MK0303  HISTORY     - 1948     GOOD             NGS
 MK0303  HISTORY     - 1975     GOOD             LOCSUR
 MK0303
 MK0303                          STATION DESCRIPTION
 MK0303
 MK0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0303'11.7 MI NE FROM TEKAMAH.
 MK0303'6.4 MILES NORTH ALONG U.S. HIGHWAY NO. 73 E FROM THE TEKAMAH
 MK0303'SCHOOLS AT TEKAMAH, THENCE 3.2 MILES EAST ALONG A DIRT AND
 MK0303'GRAVEL ROAD, THENCE 2.1 MILES NORTH ALONG A DIRT AND GRAVEL
 MK0303'ROAD, AT A ROAD CROSSING WITH A DIRT AND GRAVEL ROAD LEADING
 MK0303'WEST AND A FIELD ROAD LEADING EAST, ABOUT 150.0 FEET NORTH OF THE
 MK0303'JUNCTION OF THE ROADS, AT THE SOUTHEAST CORNER OF A GROVE OF
 MK0303'COTTONWOOD TREES, NEAR A FARMHOUSE, 37.0 FEET WEST OF THE CENTER
 MK0303'LINE OF THE NORTH-SOUTH ROAD, 28.0 FEET NORTH OF THE CENTER
 MK0303'LINE OF A PRIVATE ROAD LEADING WEST, 1.3 FEET SOUTH OF A
 MK0303'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 MK0303'FOOT ABOVE THE GROUND.
 MK0303
 MK0303                          STATION RECOVERY (1975)
 MK0303
 MK0303'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 MK0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0607 ***********************************************************************
 MK0607  DESIGNATION -  R 242
 MK0607  PID         -  MK0607
 MK0607  STATE/COUNTY-  NE/WASHINGTON
 MK0607  USGS QUAD   -  ARLINGTON (1968)
 MK0607
 MK0607                         *CURRENT SURVEY CONTROL
 MK0607  ___________________________________________________________________
 MK0607* NAD 83(1986)-  41 25 12.     (N)    096 16 13.     (W)     SCALED    
 MK0607* NAVD 88     -       397.158  (meters)    1303.01   (feet)  ADJUSTED  
 MK0607  ___________________________________________________________________
 MK0607  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 MK0607  DYNAMIC HT  -         396.969 (meters)    1302.39  (feet)  COMP
 MK0607  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 MK0607
 MK0607  VERT ORDER  -  SECOND    CLASS 0
 MK0607
 MK0607.The horizontal coordinates were scaled from a topographic map and have
 MK0607.an estimated accuracy of +/- 6 seconds.
 MK0607
 MK0607.The orthometric height was determined by differential leveling
 MK0607.and adjusted by the National Geodetic Survey in June 1991..
 MK0607
 MK0607.The geoid height was determined by GEOID03.
 MK0607
 MK0607.The dynamic height is computed by dividing the NAVD 88
 MK0607.geopotential number by the normal gravity value computed on the
 MK0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0607.degrees latitude (g = 980.6199 gals.).
 MK0607
 MK0607.The modeled gravity was interpolated from observed gravity values.
 MK0607
 MK0607;                    North         East    Units  Estimated Accuracy
 MK0607;SPC NE       -   182,880.      811,600.      MT  (+/- 180 meters Scaled)
 MK0607
 MK0607                          SUPERSEDED SURVEY CONTROL
 MK0607
 MK0607  NGVD 29 (??/??/92)  397.008  (m)         1302.52   (f) ADJ UNCH    2 0
 MK0607
 MK0607.Superseded values are not recommended for survey control.
 MK0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0607.See file dsdata.txt to determine how the superseded data were derived.
 MK0607
 MK0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL281889(NAD 83)
 MK0607_MARKER: DB = BENCH MARK DISK
 MK0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0607_STAMPING: R 242 1947
 MK0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0607+STABILITY: SURFACE MOTION
 MK0607
 MK0607  HISTORY     - Date     Condition        Report By
 MK0607  HISTORY     - 1947     MONUMENTED       CGS
 MK0607
 MK0607                          STATION DESCRIPTION
 MK0607
 MK0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0607'6 MI SE FROM ARLINGTON.
 MK0607'4.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0607'FROM THE STATION AT ARLINGTON, THENCE 1.5 MILE SOUTH ALONG
 MK0607'A GRAVEL ROAD, AT THE CROSSING OF THE OMAHA BRANCH OF THE
 MK0607'CHICAGO AND NORTH WESTERN RAILWAY, 64.0 FEET EAST NORTHEAST OF THE
 MK0607'CENTER OF THE CROSSING, 62.0 FEET EAST OF THE CENTER OF THE ROAD,
 MK0607'41.1 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 9.0
 MK0607'FEET NORTHWEST OF A TELEPHONE POLE, 5.5 FEET SOUTHWEST OF THE
 MK0607'NORTHEAST RIGHT OF WAY FENCE, 2.0 FEET SOUTHEAST OF A
 MK0607'REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE
 MK0607'TRACK AND THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0647 ***********************************************************************
 MK0647  DESIGNATION -  R 243 RESET
 MK0647  PID         -  MK0647
 MK0647  STATE/COUNTY-  NE/DOUGLAS
 MK0647  USGS QUAD   -  IRVINGTON (1984)
 MK0647
 MK0647                         *CURRENT SURVEY CONTROL
 MK0647  ___________________________________________________________________
 MK0647* NAD 83(1986)-  41 21 01.     (N)    096 05 20.     (W)     SCALED    
 MK0647* NAVD 88     -       346.20   (meters)    1135.8    (feet)  RESET     
 MK0647  ___________________________________________________________________
 MK0647  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 MK0647
 MK0647  VERT ORDER  -  THIRD
 MK0647
 MK0647.The horizontal coordinates were scaled from a topographic map and have
 MK0647.an estimated accuracy of +/- 6 seconds.
 MK0647
 MK0647.The orthometric height was computed from unverified reset data.
 MK0647
 MK0647.The geoid height was determined by GEOID03.
 MK0647
 MK0647;                    North         East    Units  Estimated Accuracy
 MK0647;SPC NE       -   175,820.      827,090.      MT  (+/- 180 meters Scaled)
 MK0647
 MK0647                          SUPERSEDED SURVEY CONTROL
 MK0647
 MK0647.No superseded survey control is available for this station.
 MK0647
 MK0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL435817(NAD 83)
 MK0647_MARKER: DB = BENCH MARK DISK
 MK0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0647_SP_SET: BRIDGE
 MK0647_STAMPING: R 243 RESET 1967
 MK0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0647+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2001
 MK0647
 MK0647  HISTORY     - Date     Condition        Report By
 MK0647  HISTORY     - 1967     MONUMENTED       DOD
 MK0647  HISTORY     - 1967     GOOD             NGS
 MK0647  HISTORY     - 20010209 GOOD             INDIV
 MK0647
 MK0647                          STATION DESCRIPTION
 MK0647
 MK0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MK0647'2.9 MI NW FROM IRVINGTON.
 MK0647'2.9 MILES NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 MK0647'IRVINGTON, APPROXIMATELY 200 FEET WEST OF THE INTERSECTION OF
 MK0647'STATE HIGHWAY 133 AND AN EAST WEST OILED ROAD, IN SECTION 20,
 MK0647'T 16 N., R 12 E, SET IN THE LEFT OR SOUTH WINGWALL OF BRIDGE
 MK0647'OVER THOMAS CREEK, ON EAST-WEST OILED ROAD, AND STAMPED R 243
 MK0647'RESET 1967.
 MK0647
 MK0647                          STATION RECOVERY (2001)
 MK0647
 MK0647'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLB)
 MK0647'NEW BRIDGE HAS BEEN CONSTRUCTED BUT OLD WALL STILL REMAINS. POINT IS
 MK0647'APROX. 9.0 FT WEST OF BRIDGE ABUNTMENT AND 1.0 FT SOUTH OF EDGE OF
 MK0647'CONCRETE DECK AND 2.0 FT BELOW THE ROADWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0385 ***********************************************************************
 MK0385  DESIGNATION -  R 244
 MK0385  PID         -  MK0385
 MK0385  STATE/COUNTY-  NE/WASHINGTON
 MK0385  USGS QUAD   -  HERMAN (1970)
 MK0385
 MK0385                         *CURRENT SURVEY CONTROL
 MK0385  ___________________________________________________________________
 MK0385* NAD 83(1986)-  41 40 08.     (N)    096 12 48.     (W)     SCALED    
 MK0385* NAVD 88     -       320.716  (meters)    1052.22   (feet)  ADJUSTED  
 MK0385  ___________________________________________________________________
 MK0385  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 MK0385  DYNAMIC HT  -         320.582 (meters)    1051.78  (feet)  COMP
 MK0385  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 MK0385
 MK0385  VERT ORDER  -  SECOND    CLASS 0
 MK0385
 MK0385.The horizontal coordinates were scaled from a topographic map and have
 MK0385.an estimated accuracy of +/- 6 seconds.
 MK0385
 MK0385.The orthometric height was determined by differential leveling
 MK0385.and adjusted by the National Geodetic Survey in June 1991..
 MK0385
 MK0385.The geoid height was determined by GEOID03.
 MK0385
 MK0385.The dynamic height is computed by dividing the NAVD 88
 MK0385.geopotential number by the normal gravity value computed on the
 MK0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0385.degrees latitude (g = 980.6199 gals.).
 MK0385
 MK0385.The modeled gravity was interpolated from observed gravity values.
 MK0385
 MK0385;                    North         East    Units  Estimated Accuracy
 MK0385;SPC NE       -   210,700.      815,140.      MT  (+/- 180 meters Scaled)
 MK0385
 MK0385                          SUPERSEDED SURVEY CONTROL
 MK0385
 MK0385  NGVD 29 (??/??/92)  320.574  (m)         1051.75   (f) ADJ UNCH    2 0
 MK0385
 MK0385.Superseded values are not recommended for survey control.
 MK0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0385.See file dsdata.txt to determine how the superseded data were derived.
 MK0385
 MK0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM319167(NAD 83)
 MK0385_MARKER: DB = BENCH MARK DISK
 MK0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0385_STAMPING: R 244 1947
 MK0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0385+STABILITY: SURFACE MOTION
 MK0385
 MK0385  HISTORY     - Date     Condition        Report By
 MK0385  HISTORY     - 1947     MONUMENTED       CGS
 MK0385
 MK0385                          STATION DESCRIPTION
 MK0385
 MK0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0385'AT HERMAN.
 MK0385'AT HERMAN, IN THE FRONT LAWN OF THE HERMAN HIGH SCHOOL, 0.35
 MK0385'MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE, 108.0 FEET
 MK0385'WEST OF THE CENTER OF A NORTH-SOUTH STREET, 58.0 FEET NORTH OF
 MK0385'THE CENTER OF AN EAST-WEST STREET, 48.5 FEET SOUTH OF THE CENTER
 MK0385'OF THE CONCRETE WALK LEADING WEST TO THE SCHOOL BUILDING, 44.9
 MK0385'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK BANISTER
 MK0385'OF THE FRONT ENTRANCE STEPS, 38.0 FEET EAST OF THE SOUTHEAST
 MK0385'CORNER OF THE BUILDING, 4.0 FEET EAST OF A STEEL PIPE FLAG POLE,
 MK0385'SET IN A CONCRETE POST ABOUT 0.1 FOOT BELOW THE SURFACE OF THE
 MK0385'LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2199 ***********************************************************************
 MK2199  DESIGNATION -  R 245 RESET
 MK2199  PID         -  MK2199
 MK2199  STATE/COUNTY-  NE/WASHINGTON
 MK2199  USGS QUAD   -  NICKERSON NE (1970)
 MK2199
 MK2199                         *CURRENT SURVEY CONTROL
 MK2199  ___________________________________________________________________
 MK2199* NAD 83(1986)-  41 40 07.     (N)    096 20 53.     (W)     SCALED    
 MK2199* NAVD 88     -       397.79   (meters)    1305.1    (feet)  RESET     
 MK2199  ___________________________________________________________________
 MK2199  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 MK2199
 MK2199  VERT ORDER  -  THIRD
 MK2199
 MK2199.The horizontal coordinates were scaled from a topographic map and have
 MK2199.an estimated accuracy of +/- 6 seconds.
 MK2199
 MK2199.The orthometric height was computed from unverified reset data.
 MK2199.No vertical observational check was made to the station.
 MK2199
 MK2199.The geoid height was determined by GEOID03.
 MK2199
 MK2199;                    North         East    Units  Estimated Accuracy
 MK2199;SPC NE       -   210,180.      803,940.      MT  (+/- 180 meters Scaled)
 MK2199
 MK2199                          SUPERSEDED SURVEY CONTROL
 MK2199
 MK2199  NGVD 29 (08/02/06)  397.64   (m)         1304.6    (f) RESET       3  
 MK2199
 MK2199.Superseded values are not recommended for survey control.
 MK2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2199.See file dsdata.txt to determine how the superseded data were derived.
 MK2199
 MK2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM207163(NAD 83)
 MK2199_MARKER: DV = VERTICAL CONTROL DISK
 MK2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2199_SP_SET: CONCRETE POST
 MK2199_STAMPING: R 245 RESET 1991
 MK2199_MARK LOGO: NGS   
 MK2199_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MK2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2199+STABILITY: SURFACE MOTION
 MK2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2199+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MK2199
 MK2199  HISTORY     - Date     Condition        Report By
 MK2199  HISTORY     - 1991     MONUMENTED       NGS
 MK2199
 MK2199                          STATION DESCRIPTION
 MK2199
 MK2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MK2199'ABOUT 14.5 KM (9.0 MI) NORTHEAST FROM WINSLOW, 11.3 KM (7.0 MI) WEST
 MK2199'FROM HERMAN, 8.0 KM (5.0 MI) EAST FROM THE DODGE-WASHINGTON COUNTY
 MK2199'LINE, 1.6 KM (1.0 MI) SOUTH FROM THE BURT-WASHINGTON COUNTY LINE, IN
 MK2199'THE SE1/4, SEC25, T19N, R9E AND ON THE WEST RIGHT-OF-WAY OF A COUNTY
 MK2199'ROAD.  FROM THE WINSLOW POST OFFICE GO NORTH FOR 0.16 KM (0.10 MI) TO
 MK2199'A PAVED ROAD.  TURN RIGHT AND GO EAST FOR 0.32 KM (0.20 MI) TO U.S.
 MK2199'HIGHWAY 77.  TURN LEFT AND GO NORTH ON THE HIGHWAY FOR 6.60 KM (4.10
 MK2199'MI) TO A GRADED CROSSROAD, DODGE COUNTY ROAD F. TURN RIGHT AND GO
 MK2199'EAST ON ROAD F FOR 4.84 KM (3.01 MI) TO A GRADED CROSSROAD AT THE
 MK2199'WASHINGTON COUNTY LINE.  CONTINUE EAST ON WASHINGTON COUNTY ROAD 4
 MK2199'FOR 8.21 KM (5.10 MI) TO A GRADED CROSSROAD AND THE MARK ON THE LEFT,
 MK2199'IN THE NORTHEAST ANGLE OF THE INTERSECTION.  THE DISK IS SET INTO THE
 MK2199'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 0.2 FT (0.1 M) ABOVE
 MK2199'THE GROUND.  IT IS 25.15 M (82.51 FT) NORTH FROM THE CENTERLINE OF
 MK2199'ROAD 4, 8.53 M (27.99 FT) WEST FROM THE CENTERLINE OF THE NORTH-SOUTH
 MK2199'ROAD, 5.73 M (18.80 FT) NORTH FROM A POWER POLE, 0.67 M (2.20 FT)
 MK2199'EAST FROM A NORTH-SOUTH FENCE, 0.58 M (1.90 FT) NORTH FROM A WITNESS
 MK2199'POST AND 0.58 M (1.90 FT) SOUTH FROM ANOTHER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0086 ***********************************************************************
 MK0086  DESIGNATION -  R 246 RESET
 MK0086  PID         -  MK0086
 MK0086  STATE/COUNTY-  NE/WASHINGTON
 MK0086  USGS QUAD   -  BLAIR (1983)
 MK0086
 MK0086                         *CURRENT SURVEY CONTROL
 MK0086  ___________________________________________________________________
 MK0086* NAD 83(1986)-  41 33 35.     (N)    096 09 23.     (W)     SCALED    
 MK0086* NAVD 88     -       327.09   (meters)    1073.1    (feet)  RESET     
 MK0086  ___________________________________________________________________
 MK0086  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 MK0086
 MK0086  VERT ORDER  -  THIRD
 MK0086
 MK0086.The horizontal coordinates were scaled from a topographic map and have
 MK0086.an estimated accuracy of +/- 6 seconds.
 MK0086
 MK0086.The orthometric height was computed from unverified reset data.
 MK0086.No vertical observational check was made to the station.
 MK0086
 MK0086.The geoid height was determined by GEOID03.
 MK0086
 MK0086;                    North         East    Units  Estimated Accuracy
 MK0086;SPC NE       -   198,800.      820,420.      MT  (+/- 180 meters Scaled)
 MK0086
 MK0086                          SUPERSEDED SURVEY CONTROL
 MK0086
 MK0086  NGVD 29 (08/02/06)  326.94   (m)         1072.6    (f) RESET       3  
 MK0086
 MK0086.Superseded values are not recommended for survey control.
 MK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0086.See file dsdata.txt to determine how the superseded data were derived.
 MK0086
 MK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM371048(NAD 83)
 MK0086_MARKER: DB = BENCH MARK DISK
 MK0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0086_SP_SET: CULVERT
 MK0086_STAMPING: R 246 RESET 1975
 MK0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0086
 MK0086  HISTORY     - Date     Condition        Report By
 MK0086  HISTORY     - 1975     MONUMENTED       NEDR
 MK0086
 MK0086                          STATION DESCRIPTION
 MK0086
 MK0086'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1975
 MK0086'0.4 MI W FROM BLAIR.
 MK0086'0.4 MILE WEST ALONG U.S. HIGHWAY NO. 30 AND 1.5 MILE NORTHWEST
 MK0086'ALONG U.S. HIGHWAY NO. 73 FROM THE UNION STATION AT BLAIR, SET
 MK0086'IN TOP OF THE MIDDLE OF THE SOUTHWEST HEADWALL (CALLED PARAPET)
 MK0086'A 4 X 6 FOOT CONCRETE CULVERT UNDER THE HIGHWAY ABOUT THE SAME
 MK0086'ELEVATION AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0442 ***********************************************************************
 MK0442  DESIGNATION -  R 247 RESET
 MK0442  PID         -  MK0442
 MK0442  STATE/COUNTY-  NE/DODGE
 MK0442  USGS QUAD   -  NICKERSON (1966)
 MK0442
 MK0442                         *CURRENT SURVEY CONTROL
 MK0442  ___________________________________________________________________
 MK0442* NAD 83(1986)-  41 32 18.     (N)    096 28 09.     (W)     SCALED    
 MK0442* NAVD 88     -       365.18   (meters)    1198.1    (feet)  RESET     
 MK0442  ___________________________________________________________________
 MK0442  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 MK0442
 MK0442  VERT ORDER  -  THIRD
 MK0442
 MK0442.The horizontal coordinates were scaled from a topographic map and have
 MK0442.an estimated accuracy of +/- 6 seconds.
 MK0442
 MK0442.The orthometric height was computed from unverified reset data.
 MK0442
 MK0442.The geoid height was determined by GEOID03.
 MK0442
 MK0442;                    North         East    Units  Estimated Accuracy
 MK0442;SPC NE       -   195,310.      794,460.      MT  (+/- 180 meters Scaled)
 MK0442
 MK0442                          SUPERSEDED SURVEY CONTROL
 MK0442
 MK0442  NGVD 29 (??/??/??)  365.05   (m)         1197.7    (f) RESET       3  
 MK0442
 MK0442.Superseded values are not recommended for survey control.
 MK0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0442.See file dsdata.txt to determine how the superseded data were derived.
 MK0442
 MK0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM111016(NAD 83)
 MK0442_MARKER: DB = BENCH MARK DISK
 MK0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0442_SP_SET: CULVERT
 MK0442_STAMPING: R 247 RESET 1962
 MK0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0442
 MK0442  HISTORY     - Date     Condition        Report By
 MK0442  HISTORY     - 1962     MONUMENTED       NEDR
 MK0442
 MK0442                          STATION DESCRIPTION
 MK0442
 MK0442'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 MK0442'0.3 MI N FROM NICKERSON.
 MK0442'THIS MARK IS LOCATED 0.3 MILE NORTH ALONG THE CHICAGO, BURLINGTON
 MK0442'AND QUINCY RAILROAD FROM THE STATION AT NICKERSON, AT A POINT
 MK0442'WHERE STATE HIGHWAY NO. 91 CROSSES THE TRACKS, 175.4 FEET WEST OF
 MK0442'THE WEST RAIL OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 46.0
 MK0442'FEET WEST OF THE WEST RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY,
 MK0442'32.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD, 35.0
 MK0442'FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND SET IN THE TOP OF THE
 MK0442'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 4 X 8 FOOT CONCRETE
 MK0442'BOX CULVERT RUNNING DIAGONALLY UNDER THE ROAD INTERSECTION, ABOUT
 MK0442'THE SAME ELEVATION AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0533 ***********************************************************************
 NM0533  DESIGNATION -  R 248
 NM0533  PID         -  NM0533
 NM0533  STATE/COUNTY-  NE/THURSTON
 NM0533  USGS QUAD   -  MACY (1966)
 NM0533
 NM0533                         *CURRENT SURVEY CONTROL
 NM0533  ___________________________________________________________________
 NM0533* NAD 83(1986)-  42 03 00.     (N)    096 18 32.     (W)     SCALED    
 NM0533* NAVD 88     -       408.727  (meters)    1340.97   (feet)  ADJUSTED  
 NM0533  ___________________________________________________________________
 NM0533  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 NM0533  DYNAMIC HT  -         408.584 (meters)    1340.50  (feet)  COMP
 NM0533  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 NM0533
 NM0533  VERT ORDER  -  SECOND    CLASS 0
 NM0533
 NM0533.The horizontal coordinates were scaled from a topographic map and have
 NM0533.an estimated accuracy of +/- 6 seconds.
 NM0533
 NM0533.The orthometric height was determined by differential leveling
 NM0533.and adjusted by the National Geodetic Survey in June 1991..
 NM0533
 NM0533.The geoid height was determined by GEOID03.
 NM0533
 NM0533.The dynamic height is computed by dividing the NAVD 88
 NM0533.geopotential number by the normal gravity value computed on the
 NM0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0533.degrees latitude (g = 980.6199 gals.).
 NM0533
 NM0533.The modeled gravity was interpolated from observed gravity values.
 NM0533
 NM0533;                    North         East    Units  Estimated Accuracy
 NM0533;SPC NE       -   252,630.      805,390.      MT  (+/- 180 meters Scaled)
 NM0533
 NM0533                          SUPERSEDED SURVEY CONTROL
 NM0533
 NM0533  NGVD 29 (??/??/92)  408.580  (m)         1340.48   (f) ADJ UNCH    2 0
 NM0533
 NM0533.Superseded values are not recommended for survey control.
 NM0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0533.See file dsdata.txt to determine how the superseded data were derived.
 NM0533
 NM0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM227588(NAD 83)
 NM0533_MARKER: DB = BENCH MARK DISK
 NM0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0533_STAMPING: R 248 1947
 NM0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0533+STABILITY: SURFACE MOTION
 NM0533
 NM0533  HISTORY     - Date     Condition        Report By
 NM0533  HISTORY     - 1947     MONUMENTED       CGS
 NM0533
 NM0533                          STATION DESCRIPTION
 NM0533
 NM0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0533'6.2 MI NW FROM DECATUR.
 NM0533'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0533'DECATUR, THENCE 5.0 MILES NORTHWEST ALONG U.S. HIGHWAY 73E,
 NM0533'THENCE 0.3 MILE WEST ALONG A DIRT ROAD, THENCE 0.8 MILE SOUTH
 NM0533'ALONG A DIRT ROAD, AT THE POINT OF CROSSING OF 2 POWER LINES,
 NM0533'51.4 FEET EAST OF A POWER POLE SET IN A FENCE CORNER, 22.6 FEET
 NM0533'EAST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF A BARBED
 NM0533'WIRE FENCE, 2.0 FEET NORTH OF A 4 X 4 MARKER POST, SET IN THE
 NM0533'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0062 ***********************************************************************
 LH0062  DESIGNATION -  R 249
 LH0062  PID         -  LH0062
 LH0062  STATE/COUNTY-  NE/HALL
 LH0062  USGS QUAD   -  GRAND ISLAND (1993)
 LH0062
 LH0062                         *CURRENT SURVEY CONTROL
 LH0062  ___________________________________________________________________
 LH0062* NAD 83(1986)-  40 58 01.     (N)    098 19 12.     (W)     SCALED    
 LH0062* NAVD 88     -       563.012  (meters)    1847.15   (feet)  ADJUSTED  
 LH0062  ___________________________________________________________________
 LH0062  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 LH0062  DYNAMIC HT  -         562.717 (meters)    1846.18  (feet)  COMP
 LH0062  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 LH0062
 LH0062  VERT ORDER  -  FIRST     CLASS II
 LH0062
 LH0062.This mark is at Central Nebraska Regional Airport (GRI)
 LH0062
 LH0062.The horizontal coordinates were scaled from a topographic map and have
 LH0062.an estimated accuracy of +/- 6 seconds.
 LH0062
 LH0062.The orthometric height was determined by differential leveling
 LH0062.and adjusted by the National Geodetic Survey in June 1991..
 LH0062
 LH0062.The geoid height was determined by GEOID03.
 LH0062
 LH0062.The dynamic height is computed by dividing the NAVD 88
 LH0062.geopotential number by the normal gravity value computed on the
 LH0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0062.degrees latitude (g = 980.6199 gals.).
 LH0062
 LH0062.The modeled gravity was interpolated from observed gravity values.
 LH0062
 LH0062;                    North         East    Units  Estimated Accuracy
 LH0062;SPC NE       -   127,240.      641,370.      MT  (+/- 180 meters Scaled)
 LH0062
 LH0062                          SUPERSEDED SURVEY CONTROL
 LH0062
 LH0062  NGVD 29 (??/??/92)  562.760  (m)         1846.32   (f) ADJ UNCH    1 2
 LH0062
 LH0062.Superseded values are not recommended for survey control.
 LH0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0062.See file dsdata.txt to determine how the superseded data were derived.
 LH0062
 LH0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL572353(NAD 83)
 LH0062_MARKER: DB = BENCH MARK DISK
 LH0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0062_STAMPING: R 249 1947
 LH0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0062+STABILITY: SURFACE MOTION
 LH0062
 LH0062  HISTORY     - Date     Condition        Report By
 LH0062  HISTORY     - 1947     MONUMENTED       CGS
 LH0062  HISTORY     - 1965     GOOD             NGS
 LH0062  HISTORY     - 1976     GOOD             NGS
 LH0062  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LH0062
 LH0062                          STATION DESCRIPTION
 LH0062
 LH0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0062'3.5 MI NE FROM GRAND ISLAND.
 LH0062'3.5 MILES NORTHEAST OF GRAND ISLAND, HALL COUNTY, AT GRAND
 LH0062'ISLAND MUNICIPAL AIRPORT, AT THE WEATHER BUREAU AND ADMINISTRATION
 LH0062'BUILDING, IN THE EAST WALL, 1 FOOT NORTH OF THE SOUTHEAST
 LH0062'CORNER OF THE BUILDING, AND 3 FEET ABOVE THE GROUND.  A STANDARD
 LH0062'DISK, STAMPED R 249 1947 AND SET VERTICALLY.
 LH0062
 LH0062                          STATION RECOVERY (1965)
 LH0062
 LH0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LH0062'RECOVERED IN GOOD CONDITION.
 LH0062
 LH0062                          STATION RECOVERY (1976)
 LH0062
 LH0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LH0062'RECOVERED IN GOOD CONDITION.
 LH0062
 LH0062                          STATION RECOVERY (1990)
 LH0062
 LH0062'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0044 ***********************************************************************
 LJ0044  DESIGNATION -  R 25
 LJ0044  PID         -  LJ0044
 LJ0044  STATE/COUNTY-  NE/RED WILLOW
 LJ0044  USGS QUAD   -  DANBURY NE (1983)
 LJ0044
 LJ0044                         *CURRENT SURVEY CONTROL
 LJ0044  ___________________________________________________________________
 LJ0044* NAD 83(1986)-  40 14 49.     (N)    100 18 58.     (W)     SCALED    
 LJ0044* NAVD 88     -       711.999  (meters)    2335.95   (feet)  ADJUSTED  
 LJ0044  ___________________________________________________________________
 LJ0044  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 LJ0044  DYNAMIC HT  -         711.539 (meters)    2334.44  (feet)  COMP
 LJ0044  MODELED GRAV-     979,957.4   (mgal)                       NAVD 88
 LJ0044
 LJ0044  VERT ORDER  -  FIRST     CLASS II
 LJ0044
 LJ0044.The horizontal coordinates were scaled from a topographic map and have
 LJ0044.an estimated accuracy of +/- 6 seconds.
 LJ0044
 LJ0044.The orthometric height was determined by differential leveling
 LJ0044.and adjusted by the National Geodetic Survey in June 1991..
 LJ0044
 LJ0044.The geoid height was determined by GEOID03.
 LJ0044
 LJ0044.The dynamic height is computed by dividing the NAVD 88
 LJ0044.geopotential number by the normal gravity value computed on the
 LJ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0044.degrees latitude (g = 980.6199 gals.).
 LJ0044
 LJ0044.The modeled gravity was interpolated from observed gravity values.
 LJ0044
 LJ0044;                    North         East    Units  Estimated Accuracy
 LJ0044;SPC NE       -    45,970.      473,110.      MT  (+/- 180 meters Scaled)
 LJ0044
 LJ0044                          SUPERSEDED SURVEY CONTROL
 LJ0044
 LJ0044  NGVD 29 (??/??/92)  711.698  (m)         2334.96   (f) ADJ UNCH    1 2
 LJ0044
 LJ0044.Superseded values are not recommended for survey control.
 LJ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0044.See file dsdata.txt to determine how the superseded data were derived.
 LJ0044
 LJ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK880559(NAD 83)
 LJ0044_MARKER: DB = BENCH MARK DISK
 LJ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0044_STAMPING: 2334.962 R 25 1933
 LJ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0044+STABILITY: SURFACE MOTION
 LJ0044
 LJ0044  HISTORY     - Date     Condition        Report By
 LJ0044  HISTORY     - 1933     MONUMENTED       CGS
 LJ0044  HISTORY     - 1954     GOOD             USGS
 LJ0044
 LJ0044                          STATION DESCRIPTION
 LJ0044
 LJ0044'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 LJ0044'0.5 MI W FROM BARTLEY.
 LJ0044'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0044'FROM THE STATION AT BARTLEY, REDWILLOW COUNTY, 4-1/2 POLES EAST
 LJ0044'OF THE WEST END OF A SIDETRACK, 43 FEET SOUTH OF THE SOUTH RAIL
 LJ0044'OF THE MAIN TRACK, 33 FEET WEST OF THE CENTERLINE OF A ROAD,
 LJ0044'AND 49 FEET WEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 LJ0044'R 25 1933 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 LJ0044'WITH THE GROUND.  NOW STAMPED 2334.962 R 25 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0012 ***********************************************************************
 LH0012  DESIGNATION -  R 250
 LH0012  PID         -  LH0012
 LH0012  STATE/COUNTY-  NE/ADAMS
 LH0012  USGS QUAD   -  HASTINGS WEST (1983)
 LH0012
 LH0012                         *CURRENT SURVEY CONTROL
 LH0012  ___________________________________________________________________
 LH0012* NAD 83(1986)-  40 34 06.     (N)    098 27 03.     (W)     SCALED    
 LH0012* NAVD 88     -       595.680  (meters)    1954.33   (feet)  ADJUSTED  
 LH0012  ___________________________________________________________________
 LH0012  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 LH0012  DYNAMIC HT  -         595.344 (meters)    1953.22  (feet)  COMP
 LH0012  MODELED GRAV-     980,041.0   (mgal)                       NAVD 88
 LH0012
 LH0012  VERT ORDER  -  FIRST     CLASS II
 LH0012
 LH0012.This mark is at Hastings Municipal Airport (HSI)
 LH0012
 LH0012.The horizontal coordinates were scaled from a topographic map and have
 LH0012.an estimated accuracy of +/- 6 seconds.
 LH0012
 LH0012.The orthometric height was determined by differential leveling
 LH0012.and adjusted by the National Geodetic Survey in June 1991..
 LH0012
 LH0012.The geoid height was determined by GEOID03.
 LH0012
 LH0012.The dynamic height is computed by dividing the NAVD 88
 LH0012.geopotential number by the normal gravity value computed on the
 LH0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0012.degrees latitude (g = 980.6199 gals.).
 LH0012
 LH0012.The modeled gravity was interpolated from observed gravity values.
 LH0012
 LH0012;                    North         East    Units  Estimated Accuracy
 LH0012;SPC NE       -    82,780.      631,150.      MT  (+/- 180 meters Scaled)
 LH0012
 LH0012                          SUPERSEDED SURVEY CONTROL
 LH0012
 LH0012  NGVD 29 (??/??/92)  595.448  (m)         1953.57   (f) ADJ UNCH    1 2
 LH0012
 LH0012.Superseded values are not recommended for survey control.
 LH0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0012.See file dsdata.txt to determine how the superseded data were derived.
 LH0012
 LH0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK464909(NAD 83)
 LH0012_MARKER: DB = BENCH MARK DISK
 LH0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0012_STAMPING: R 250 1947
 LH0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0012+STABILITY: SURFACE MOTION
 LH0012
 LH0012  HISTORY     - Date     Condition        Report By
 LH0012  HISTORY     - 1947     MONUMENTED       CGS
 LH0012
 LH0012                          STATION DESCRIPTION
 LH0012
 LH0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0012'4.1 MI SW FROM HASTINGS.
 LH0012'2.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0012'FROM THE STATION AT HASTINGS, THENCE WEST 2.1 MILES ALONG U.S.
 LH0012'HIGHWAY NO. 6 (ALTERNATE), AT THE HASTINGS SKY RANCH AIRPORT,
 LH0012'AT THE NORTHEAST CORNER OF THE OFFICE BUILDING, 8.6 FEET SOUTH
 LH0012'OF THE NORTHEAST CORNER OF A CONCRETE SIDE WALK, 6.9 FEET EAST
 LH0012'OF THE NORTHEAST CORNER OF THE BUILDING, SET IN THE TOP OF A
 LH0012'CONCRETE POST LEVEL WITH THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0249 ***********************************************************************
 LH0249  DESIGNATION -  R 252
 LH0249  PID         -  LH0249
 LH0249  STATE/COUNTY-  NE/WEBSTER
 LH0249  USGS QUAD   -  COWLES (1974)
 LH0249
 LH0249                         *CURRENT SURVEY CONTROL
 LH0249  ___________________________________________________________________
 LH0249* NAD 83(1986)-  40 07 49.     (N)    098 26 40.     (W)     SCALED    
 LH0249* NAVD 88     -       525.865  (meters)    1725.28   (feet)  ADJUSTED  
 LH0249  ___________________________________________________________________
 LH0249  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LH0249  DYNAMIC HT  -         525.546 (meters)    1724.23  (feet)  COMP
 LH0249  MODELED GRAV-     980,002.6   (mgal)                       NAVD 88
 LH0249
 LH0249  VERT ORDER  -  FIRST     CLASS II
 LH0249
 LH0249.The horizontal coordinates were scaled from a topographic map and have
 LH0249.an estimated accuracy of +/- 6 seconds.
 LH0249
 LH0249.The orthometric height was determined by differential leveling
 LH0249.and adjusted by the National Geodetic Survey in June 1991..
 LH0249
 LH0249.The geoid height was determined by GEOID03.
 LH0249
 LH0249.The dynamic height is computed by dividing the NAVD 88
 LH0249.geopotential number by the normal gravity value computed on the
 LH0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0249.degrees latitude (g = 980.6199 gals.).
 LH0249
 LH0249.The modeled gravity was interpolated from observed gravity values.
 LH0249
 LH0249;                    North         East    Units  Estimated Accuracy
 LH0249;SPC NE       -    34,160.      632,570.      MT  (+/- 180 meters Scaled)
 LH0249
 LH0249                          SUPERSEDED SURVEY CONTROL
 LH0249
 LH0249  NGVD 29 (??/??/92)  525.649  (m)         1724.57   (f) ADJ UNCH    1 2
 LH0249
 LH0249.Superseded values are not recommended for survey control.
 LH0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0249.See file dsdata.txt to determine how the superseded data were derived.
 LH0249
 LH0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK473423(NAD 83)
 LH0249_MARKER: DB = BENCH MARK DISK
 LH0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0249_STAMPING: R 252 1947
 LH0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0249+STABILITY: SURFACE MOTION
 LH0249
 LH0249  HISTORY     - Date     Condition        Report By
 LH0249  HISTORY     - 1947     MONUMENTED       CGS
 LH0249  HISTORY     - 1974     GOOD             USGS
 LH0249
 LH0249                          STATION DESCRIPTION
 LH0249
 LH0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0249'2.8 MI S FROM COWLES.
 LH0249'2.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0249'RAILROAD FROM THE STATION AT COWLES, IN THE NORTHEAST QUARTER
 LH0249'OF A ROAD CROSSING, BETWEEN THE TRACK AND A CREEK, 36.0 FEET
 LH0249'EAST OF THE EAST RAIL OF THE TRACK, 22.0 FEET NORTH OF THE
 LH0249'CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A FENCE CORNER POST,
 LH0249'1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0249'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 LH0249'NOTE-- THIS MARK IS LOCATED WITHIN THE FLOOD ZONE OF THE
 LH0249'NEARBY CREEK AND HAS BEEN COVERED BY ABOUT A FOOT OF SILT AND
 LH0249'DEBRIS.
 LH0249
 LH0249                          STATION RECOVERY (1974)
 LH0249
 LH0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LH0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0921 ***********************************************************************
 MJ0921  DESIGNATION -  R 253
 MJ0921  PID         -  MJ0921
 MJ0921  STATE/COUNTY-  NE/DOUGLAS
 MJ0921  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0921
 MJ0921                         *CURRENT SURVEY CONTROL
 MJ0921  ___________________________________________________________________
 MJ0921* NAD 83(1986)-  41 17 49.     (N)    095 53 58.     (W)     SCALED    
 MJ0921* NAVD 88     -       297.652  (meters)     976.55   (feet)  ADJUSTED  
 MJ0921  ___________________________________________________________________
 MJ0921  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MJ0921  DYNAMIC HT  -         297.528 (meters)     976.14  (feet)  COMP
 MJ0921  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 MJ0921
 MJ0921  VERT ORDER  -  FIRST     CLASS II
 MJ0921
 MJ0921.This mark is at Eppley Airfield Airport (OMA)
 MJ0921
 MJ0921.The horizontal coordinates were scaled from a topographic map and have
 MJ0921.an estimated accuracy of +/- 6 seconds.
 MJ0921
 MJ0921.The orthometric height was determined by differential leveling
 MJ0921.and adjusted by the National Geodetic Survey in June 1991..
 MJ0921
 MJ0921.The geoid height was determined by GEOID03.
 MJ0921
 MJ0921.The dynamic height is computed by dividing the NAVD 88
 MJ0921.geopotential number by the normal gravity value computed on the
 MJ0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0921.degrees latitude (g = 980.6199 gals.).
 MJ0921
 MJ0921.The modeled gravity was interpolated from observed gravity values.
 MJ0921
 MJ0921;                    North         East    Units  Estimated Accuracy
 MJ0921;SPC NE       -   170,640.      843,200.      MT  (+/- 180 meters Scaled)
 MJ0921
 MJ0921                          SUPERSEDED SURVEY CONTROL
 MJ0921
 MJ0921  NGVD 29 (??/??/92)  297.525  (m)          976.13   (f) ADJ UNCH    1 2
 MJ0921
 MJ0921.Superseded values are not recommended for survey control.
 MJ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0921.See file dsdata.txt to determine how the superseded data were derived.
 MJ0921
 MJ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF572757(NAD 83)
 MJ0921_MARKER: DB = BENCH MARK DISK
 MJ0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0921_STAMPING: R 253 1947
 MJ0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0921+STABILITY: SURFACE MOTION
 MJ0921
 MJ0921  HISTORY     - Date     Condition        Report By
 MJ0921  HISTORY     - 1947     MONUMENTED       CGS
 MJ0921  HISTORY     - 1955     MARK NOT FOUND   USGS
 MJ0921  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0921
 MJ0921                          STATION DESCRIPTION
 MJ0921
 MJ0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0921'AT OMAHA.
 MJ0921'AT OMAHA, AT THE OMAHA MUNICIPAL AIRPORT, AT THE MAIN ENTRANCE TO
 MJ0921'THE AIRPORT, ABOUT 39 YARDS WEST OF THE WEST SIDE OF THE
 MJ0921'ADMINISTRATION BUILDING, 101 FEET SOUTHEAST OF A FLAG POLE, 9.5
 MJ0921'FEET NORTH OF THE SOUTHWEST CORNER OF A BEACON TOWER, 8.7 FEET
 MJ0921'SOUTH OF THE NORTHWEST CORNER OF A BEACON TOWER, 1 FOOT WEST OF A
 MJ0921'BEACON TOWER, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MJ0921'WITH THE GROUND.
 MJ0921
 MJ0921                          STATION RECOVERY (1955)
 MJ0921
 MJ0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MJ0921'MARK NOT FOUND.
 MJ0921
 MJ0921                          STATION RECOVERY (1976)
 MJ0921
 MJ0921'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1449 ***********************************************************************
 MJ1449  DESIGNATION -  R 254 RESET
 MJ1449  PID         -  MJ1449
 MJ1449  STATE/COUNTY-  NE/DOUGLAS
 MJ1449  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1449
 MJ1449                         *CURRENT SURVEY CONTROL
 MJ1449  ___________________________________________________________________
 MJ1449* NAD 83(1986)-  41 15 27.     (N)    095 55 45.     (W)     SCALED    
 MJ1449* NAVD 88     -       314.06   (meters)    1030.4    (feet)  RESET     
 MJ1449  ___________________________________________________________________
 MJ1449  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 MJ1449
 MJ1449  VERT ORDER  -  THIRD
 MJ1449
 MJ1449.The horizontal coordinates were scaled from a topographic map and have
 MJ1449.an estimated accuracy of +/- 6 seconds.
 MJ1449
 MJ1449.The orthometric height was computed from unverified reset data.
 MJ1449.No vertical observational check was made to the station.
 MJ1449
 MJ1449.The geoid height was determined by GEOID03.
 MJ1449
 MJ1449;                    North         East    Units  Estimated Accuracy
 MJ1449;SPC NE       -   166,150.      840,930.      MT  (+/- 180 meters Scaled)
 MJ1449
 MJ1449                          SUPERSEDED SURVEY CONTROL
 MJ1449
 MJ1449  NGVD 29 (08/02/06)  313.94   (m)         1030.0    (f) RESET       3  
 MJ1449
 MJ1449.Superseded values are not recommended for survey control.
 MJ1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1449.See file dsdata.txt to determine how the superseded data were derived.
 MJ1449
 MJ1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF546714(NAD 83)
 MJ1449_MARKER: DB = BENCH MARK DISK
 MJ1449_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MJ1449_SP_SET: RETAINING WALL
 MJ1449_STAMPING: R 254 RESET 1988
 MJ1449_MARK LOGO: NGS   
 MJ1449_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1449+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 MJ1449
 MJ1449  HISTORY     - Date     Condition        Report By
 MJ1449  HISTORY     - 1988     MONUMENTED       NGS
 MJ1449  HISTORY     - 20040904 GOOD             GEOCAC
 MJ1449
 MJ1449                          STATION DESCRIPTION
 MJ1449
 MJ1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MJ1449'IN OMAHA, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF FARNAM AND
 MJ1449'10TH STREETS, A STANDARD DISK CEMENTED INTO A DRILLED HOLE IN THE TOP
 MJ1449'OF THE NORTH END OF A MASSIVE RETAINING WALL FOR CONCRETE STEPS OF A
 MJ1449'WALKWAY ALONG THE WEST SIDE OF A BRIDGE, 20.5 M (67.3 FT) NORTH FROM
 MJ1449'THE CENTERLINE OF FARNAM STREET, 9.78 M (32.1 FT) WEST FROM THE
 MJ1449'CENTERLINE OF THE SOUTH END OF THE BRIDGE AND 10TH STREET, 8.11 M
 MJ1449'(26.6 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF A BRICK BUILDING,
 MJ1449'6.30 M (20.7 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 MJ1449'CONCRETE RETAINING WALL AROUND AN AIR CONDITIONING SYSTEM AND 1.08 M
 MJ1449'(3.5 FT) ABOVE A STAIR LANDING OF THE WALKWAY.
 MJ1449
 MJ1449                          STATION RECOVERY (2004)
 MJ1449
 MJ1449'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 MJ1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0809 ***********************************************************************
 MJ0809  DESIGNATION -  R 255
 MJ0809  PID         -  MJ0809
 MJ0809  STATE/COUNTY-  NE/DOUGLAS
 MJ0809  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ0809
 MJ0809                         *CURRENT SURVEY CONTROL
 MJ0809  ___________________________________________________________________
 MJ0809* NAD 83(1986)-  41 13 03.     (N)    095 58 33.     (W)     SCALED    
 MJ0809* NAVD 88     -       373.297  (meters)    1224.73   (feet)  ADJUSTED  
 MJ0809  ___________________________________________________________________
 MJ0809  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 MJ0809  DYNAMIC HT  -         373.141 (meters)    1224.21  (feet)  COMP
 MJ0809  MODELED GRAV-     980,194.7   (mgal)                       NAVD 88
 MJ0809
 MJ0809  VERT ORDER  -  FIRST     CLASS II
 MJ0809
 MJ0809.The horizontal coordinates were scaled from a topographic map and have
 MJ0809.an estimated accuracy of +/- 6 seconds.
 MJ0809
 MJ0809.The orthometric height was determined by differential leveling
 MJ0809.and adjusted by the National Geodetic Survey in June 1991..
 MJ0809
 MJ0809.The geoid height was determined by GEOID03.
 MJ0809
 MJ0809.The dynamic height is computed by dividing the NAVD 88
 MJ0809.geopotential number by the normal gravity value computed on the
 MJ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0809.degrees latitude (g = 980.6199 gals.).
 MJ0809
 MJ0809.The modeled gravity was interpolated from observed gravity values.
 MJ0809
 MJ0809;                    North         East    Units  Estimated Accuracy
 MJ0809;SPC NE       -   161,530.      837,230.      MT  (+/- 180 meters Scaled)
 MJ0809
 MJ0809                          SUPERSEDED SURVEY CONTROL
 MJ0809
 MJ0809  NGVD 29 (??/??/92)  373.176  (m)         1224.33   (f) ADJ UNCH    1 2
 MJ0809
 MJ0809.Superseded values are not recommended for survey control.
 MJ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0809.See file dsdata.txt to determine how the superseded data were derived.
 MJ0809
 MJ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF505671(NAD 83)
 MJ0809_MARKER: DB = BENCH MARK DISK
 MJ0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0809_STAMPING: R 255 1947
 MJ0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0809+STABILITY: SURFACE MOTION
 MJ0809
 MJ0809  HISTORY     - Date     Condition        Report By
 MJ0809  HISTORY     - 1947     MONUMENTED       CGS
 MJ0809
 MJ0809                          STATION DESCRIPTION
 MJ0809
 MJ0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0809'AT OMAHA.
 MJ0809'AT OMAHA, IN THE 4200 BLOCK OF 42ND STREET, 63.0 FEET NORTH
 MJ0809'OF THE EXTENSION TO THE WEST OF THE CENTER LINE OF H STREET,
 MJ0809'36.6 FEET NORTH NORTHWEST OF A FIRE HYDRANT, 31.5 FEET EAST
 MJ0809'OF THE SOUTHEAST CORNER OF THE BRICK HOUSE, 17.8 FEET WEST OF
 MJ0809'THE WEST EDGE OF THE PAVEMENT OF 42ND STREET, 3.1 FOOT SOUTH
 MJ0809'OF THE SOUTH EDGE OF THE DRIVEWAY TO GARAGE OF BRICK HOUSE WHICH
 MJ0809'IS DIRECTLY ACROSS THE STREET FROM FRAME HOUSE NUMBER 4227
 MJ0809'42ND STREET, 1.5 FEET SOUTH OF THE EXTENSION TO THE EAST OF THE
 MJ0809'LINE OF THE SOUTH FACE OF THE BRICK HOUSE, 10.2 FEET WEST OF
 MJ0809'THE JUNCTION OF LINES ON TOP OF A 1 FOOT SQUARE CONCRETE REFERENCE
 MJ0809'BLOCK WHICH IS SET FLUSH WITH THE GROUND AND WHICH HAS USBM
 MJ0809'10 AND A LINE POINTING TOWARDS THE MARK STENCILED ON THE TOP,
 MJ0809'SET IN THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1042 ***********************************************************************
 LF1042  DESIGNATION -  R 256
 LF1042  PID         -  LF1042
 LF1042  STATE/COUNTY-  NE/CASS
 LF1042  USGS QUAD   -  NEHAWKA (1966)
 LF1042
 LF1042                         *CURRENT SURVEY CONTROL
 LF1042  ___________________________________________________________________
 LF1042* NAD 83(1986)-  40 51 14.     (N)    095 53 32.     (W)     SCALED    
 LF1042* NAVD 88     -       345.213  (meters)    1132.59   (feet)  ADJUSTED  
 LF1042  ___________________________________________________________________
 LF1042  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 LF1042  DYNAMIC HT  -         345.056 (meters)    1132.07  (feet)  COMP
 LF1042  MODELED GRAV-     980,157.5   (mgal)                       NAVD 88
 LF1042
 LF1042  VERT ORDER  -  SECOND    CLASS 0
 LF1042
 LF1042.The horizontal coordinates were scaled from a topographic map and have
 LF1042.an estimated accuracy of +/- 6 seconds.
 LF1042
 LF1042.The orthometric height was determined by differential leveling
 LF1042.and adjusted by the National Geodetic Survey in June 1991..
 LF1042
 LF1042.The geoid height was determined by GEOID03.
 LF1042
 LF1042.The dynamic height is computed by dividing the NAVD 88
 LF1042.geopotential number by the normal gravity value computed on the
 LF1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1042.degrees latitude (g = 980.6199 gals.).
 LF1042
 LF1042.The modeled gravity was interpolated from observed gravity values.
 LF1042
 LF1042;                    North         East    Units  Estimated Accuracy
 LF1042;SPC NE       -   121,530.      846,140.      MT  (+/- 180 meters Scaled)
 LF1042
 LF1042                          SUPERSEDED SURVEY CONTROL
 LF1042
 LF1042  NGVD 29 (??/??/92)  345.112  (m)         1132.26   (f) ADJ UNCH    2 0
 LF1042
 LF1042.Superseded values are not recommended for survey control.
 LF1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1042.See file dsdata.txt to determine how the superseded data were derived.
 LF1042
 LF1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF562265(NAD 83)
 LF1042_MARKER: DB = BENCH MARK DISK
 LF1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1042_STAMPING: R 256 1947
 LF1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1042+STABILITY: SURFACE MOTION
 LF1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LF1042+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 LF1042
 LF1042  HISTORY     - Date     Condition        Report By
 LF1042  HISTORY     - 1947     MONUMENTED       CGS
 LF1042  HISTORY     - 20060215 GOOD             NEDR
 LF1042
 LF1042                          STATION DESCRIPTION
 LF1042
 LF1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1042'6.4 MI SE FROM MURRAY.
 LF1042'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1042'STATE BANK AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRADED DIRT
 LF1042'ROAD, THENCE 4.4 MILES SOUTH ALONG A GRADED DIRT ROAD, 0.2
 LF1042'MILE SOUTH OF A ROAD CROSSING, 151.0 FEET NORTH OF THE
 LF1042'NORTHEAST CORNER OF A FARMHOUSE, 116.0 FEET SOUTH OF THE
 LF1042'SOUTH END OF A GATE AT AN ENTRANCE TO A FIELD, 22.0 FEET WEST
 LF1042'OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 9.0 FEET
 LF1042'NORTH OF A TELEPHONE POLE, 2.0 FEET SOUTH OF A 4 X 4 MARKER POST,
 LF1042'1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 LF1042'AND PROJECTS 3 INCHES ABOVE THE GROUND.
 LF1042
 LF1042                          STATION RECOVERY (2006)
 LF1042
 LF1042'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0111 ***********************************************************************
 LG0111  DESIGNATION -  R 257
 LG0111  PID         -  LG0111
 LG0111  STATE/COUNTY-  NE/OTOE
 LG0111  USGS QUAD   -  DUNBAR (1966)
 LG0111
 LG0111                         *CURRENT SURVEY CONTROL
 LG0111  ___________________________________________________________________
 LG0111* NAD 83(1986)-  40 43 34.     (N)    096 01 34.     (W)     SCALED    
 LG0111* NAVD 88     -       369.122  (meters)    1211.03   (feet)  ADJUSTED  
 LG0111  ___________________________________________________________________
 LG0111  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 LG0111  DYNAMIC HT  -         368.935 (meters)    1210.41  (feet)  COMP
 LG0111  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 LG0111
 LG0111  VERT ORDER  -  SECOND    CLASS 0
 LG0111
 LG0111.The horizontal coordinates were scaled from a topographic map and have
 LG0111.an estimated accuracy of +/- 6 seconds.
 LG0111
 LG0111.The orthometric height was determined by differential leveling
 LG0111.and adjusted by the National Geodetic Survey in June 1991..
 LG0111
 LG0111.The geoid height was determined by GEOID03.
 LG0111
 LG0111.The dynamic height is computed by dividing the NAVD 88
 LG0111.geopotential number by the normal gravity value computed on the
 LG0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0111.degrees latitude (g = 980.6199 gals.).
 LG0111
 LG0111.The modeled gravity was interpolated from observed gravity values.
 LG0111
 LG0111;                    North         East    Units  Estimated Accuracy
 LG0111;SPC NE       -   106,840.      835,520.      MT  (+/- 180 meters Scaled)
 LG0111
 LG0111                          SUPERSEDED SURVEY CONTROL
 LG0111
 LG0111  NGVD 29 (??/??/92)  369.007  (m)         1210.65   (f) ADJ UNCH    2 0
 LG0111
 LG0111.Superseded values are not recommended for survey control.
 LG0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0111.See file dsdata.txt to determine how the superseded data were derived.
 LG0111
 LG0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL511126(NAD 83)
 LG0111_MARKER: DB = BENCH MARK DISK
 LG0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0111_STAMPING: R 257 1947
 LG0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0111+STABILITY: SURFACE MOTION
 LG0111
 LG0111  HISTORY     - Date     Condition        Report By
 LG0111  HISTORY     - 1947     MONUMENTED       CGS
 LG0111
 LG0111                          STATION DESCRIPTION
 LG0111
 LG0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0111'4.3 MI N FROM DUNBAR.
 LG0111'2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LG0111'DUNBAR, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.0
 LG0111'MILES NORTH ALONG A GRAVELED ROAD, AT A ROAD CROSSING, 242.0
 LG0111'FEET SOUTH OF THE SOUTH END OF THE WEST HEADWALL OF A CORRUGATED
 LG0111'IRON CULVERT, 60.0 FEET NORTH OF THE CENTER LINE OF AN EAST
 LG0111'AND WEST ROAD, 40.0 FEET WEST OF AND 2.0 FEET HIGHER THAN THE
 LG0111'CENTER LINE OF A NORTH AND SOUTH ROAD, 12.5 FEET NORTH OF A
 LG0111'12 INCH CEDAR TREE WHICH IS AT THE EAST END OF A ROW OF CEDAR
 LG0111'TREES, 2.0 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF A
 LG0111'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 LG0111'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0759 ***********************************************************************
 LF0759  DESIGNATION -  R 260
 LF0759  PID         -  LF0759
 LF0759  STATE/COUNTY-  NE/NEMAHA
 LF0759  USGS QUAD   -  NEMAHA (1966)
 LF0759
 LF0759                         *CURRENT SURVEY CONTROL
 LF0759  ___________________________________________________________________
 LF0759* NAD 83(1986)-  40 17 29.     (N)    095 40 16.     (W)     SCALED    
 LF0759* NAVD 88     -       313.304  (meters)    1027.90   (feet)  ADJUSTED  
 LF0759  ___________________________________________________________________
 LF0759  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LF0759  DYNAMIC HT  -         313.136 (meters)    1027.35  (feet)  COMP
 LF0759  MODELED GRAV-     980,080.1   (mgal)                       NAVD 88
 LF0759
 LF0759  VERT ORDER  -  SECOND    CLASS 0
 LF0759
 LF0759.The horizontal coordinates were scaled from a topographic map and have
 LF0759.an estimated accuracy of +/- 6 seconds.
 LF0759
 LF0759.The orthometric height was determined by differential leveling
 LF0759.and adjusted by the National Geodetic Survey in June 1991..
 LF0759
 LF0759.The geoid height was determined by GEOID03.
 LF0759
 LF0759.The dynamic height is computed by dividing the NAVD 88
 LF0759.geopotential number by the normal gravity value computed on the
 LF0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0759.degrees latitude (g = 980.6199 gals.).
 LF0759
 LF0759.The modeled gravity was interpolated from observed gravity values.
 LF0759
 LF0759;                    North         East    Units  Estimated Accuracy
 LF0759;SPC NE       -    60,070.      867,890.      MT  (+/- 180 meters Scaled)
 LF0759
 LF0759                          SUPERSEDED SURVEY CONTROL
 LF0759
 LF0759  NGVD 29 (??/??/92)  313.230  (m)         1027.66   (f) ADJ UNCH    2 0
 LF0759
 LF0759.Superseded values are not recommended for survey control.
 LF0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0759.See file dsdata.txt to determine how the superseded data were derived.
 LF0759
 LF0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE729635(NAD 83)
 LF0759_MARKER: DB = BENCH MARK DISK
 LF0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0759_STAMPING: R 260 1947
 LF0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0759+STABILITY: SURFACE MOTION
 LF0759
 LF0759  HISTORY     - Date     Condition        Report By
 LF0759  HISTORY     - 1947     MONUMENTED       CGS
 LF0759
 LF0759                          STATION DESCRIPTION
 LF0759
 LF0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0759'3.4 MI S FROM NEMAHA.
 LF0759'3.45 MILES SOUTH ALONG STATE HIGHWAY NO. 67 FROM THE POST OFFICE
 LF0759'AT NEMAHA, AT THE TOP OF A HILL AND IN THE NORTHEAST ANGLE OF
 LF0759'A CROSS ROAD, 96.0 FEET EAST OF THE CENTER OF THE HIGHWAY,
 LF0759'87.0 FEET WEST OF THE CENTER OF A PRIVATE DRIVE-WAY LEADING
 LF0759'NORTH TO A FARM HOUSE, 62.5 FEET SOUTHWEST OF THE WEST SIDE
 LF0759'OF A CIRCULAR STONE WELL CURBING, 37.0 FEET NORTH OF THE CENTER
 LF0759'OF AN EAST-WEST ROAD, 8.5 FEET WEST OF A 2 1/2-FOOT BOXELDER
 LF0759'TREE, 4.5 FEET WEST OF A POINT IN LINE WITH THE WEST WALL OF A
 LF0759'FARM HOUSE, 1.5 FEET WEST OF A REFERENCE POST, 0.6 FOOT SOUTH
 LF0759'OF AN EAST-WEST FARM YARD FENCE, SET IN A CONCRETE POST ABOUT
 LF0759'6 FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0760 ***********************************************************************
 LF0760  DESIGNATION -  R 260 RESET
 LF0760  PID         -  LF0760
 LF0760  STATE/COUNTY-  NE/NEMAHA
 LF0760  USGS QUAD   -  NEMAHA (1966)
 LF0760
 LF0760                         *CURRENT SURVEY CONTROL
 LF0760  ___________________________________________________________________
 LF0760* NAD 83(1986)-  40 17 29.     (N)    095 40 17.     (W)     SCALED    
 LF0760* NAVD 88     -       313.26   (meters)    1027.8    (feet)  RESET     
 LF0760  ___________________________________________________________________
 LF0760  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LF0760
 LF0760  VERT ORDER  -  THIRD
 LF0760
 LF0760.The horizontal coordinates were scaled from a topographic map and have
 LF0760.an estimated accuracy of +/- 6 seconds.
 LF0760
 LF0760.The orthometric height was computed from unverified reset data.
 LF0760
 LF0760.The geoid height was determined by GEOID03.
 LF0760
 LF0760;                    North         East    Units  Estimated Accuracy
 LF0760;SPC NE       -    60,070.      867,860.      MT  (+/- 180 meters Scaled)
 LF0760
 LF0760                          SUPERSEDED SURVEY CONTROL
 LF0760
 LF0760  NGVD 29 (??/??/??)  313.19   (m)         1027.5    (f) RESET       3  
 LF0760
 LF0760.Superseded values are not recommended for survey control.
 LF0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0760.See file dsdata.txt to determine how the superseded data were derived.
 LF0760
 LF0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE729635(NAD 83)
 LF0760_MARKER: DB = BENCH MARK DISK
 LF0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0760_STAMPING: R 260 RESET 1965
 LF0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0760+STABILITY: SURFACE MOTION
 LF0760
 LF0760  HISTORY     - Date     Condition        Report By
 LF0760  HISTORY     - 1965     MONUMENTED       CGS
 LF0760  HISTORY     - 1979     GOOD             LOCSUR
 LF0760
 LF0760                          STATION DESCRIPTION
 LF0760
 LF0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LF0760'3.4 MI S FROM NEMAHA.
 LF0760'3.45 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE
 LF0760'AT NEMAHA, IN THE NORTHEAST ANGLE OF CROSSROADS, ABOUT 65
 LF0760'FEET EAST OF THE CENTER LINE OF HIGHWAY, ABOUT 65 FEET NORTH OF THE
 LF0760'CENTER LINE OF AN EAST-WEST ROAD, 1.5 FEET EAST OF A TELEPHONE
 LF0760'POLE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  A STANDARD
 LF0760'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 LF0760
 LF0760                          STATION RECOVERY (1979)
 LF0760
 LF0760'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 LF0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0857 ***********************************************************************
 NM0857  DESIGNATION -  R 261
 NM0857  PID         -  NM0857
 NM0857  STATE/COUNTY-  NE/DIXON
 NM0857  USGS QUAD   -  PONCA (1994)
 NM0857
 NM0857                         *CURRENT SURVEY CONTROL
 NM0857  ___________________________________________________________________
 NM0857* NAD 83(1986)-  42 32 34.     (N)    096 42 07.     (W)     SCALED    
 NM0857* NAVD 88     -       395.221  (meters)    1296.65   (feet)  ADJUSTED  
 NM0857  ___________________________________________________________________
 NM0857  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 NM0857  DYNAMIC HT  -         395.097 (meters)    1296.25  (feet)  COMP
 NM0857  MODELED GRAV-     980,295.7   (mgal)                       NAVD 88
 NM0857
 NM0857  VERT ORDER  -  SECOND    CLASS 0
 NM0857
 NM0857.The horizontal coordinates were scaled from a topographic map and have
 NM0857.an estimated accuracy of +/- 6 seconds.
 NM0857
 NM0857.The orthometric height was determined by differential leveling
 NM0857.and adjusted by the National Geodetic Survey in June 1991..
 NM0857
 NM0857.The geoid height was determined by GEOID03.
 NM0857
 NM0857.The dynamic height is computed by dividing the NAVD 88
 NM0857.geopotential number by the normal gravity value computed on the
 NM0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0857.degrees latitude (g = 980.6199 gals.).
 NM0857
 NM0857.The modeled gravity was interpolated from observed gravity values.
 NM0857
 NM0857;                    North         East    Units  Estimated Accuracy
 NM0857;SPC NE       -   306,000.      770,800.      MT  (+/- 180 meters Scaled)
 NM0857
 NM0857                          SUPERSEDED SURVEY CONTROL
 NM0857
 NM0857  NGVD 29 (??/??/92)  395.046  (m)         1296.08   (f) ADJ UNCH    2 0
 NM0857
 NM0857.Superseded values are not recommended for survey control.
 NM0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0857.See file dsdata.txt to determine how the superseded data were derived.
 NM0857
 NM0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN886126(NAD 83)
 NM0857_MARKER: DB = BENCH MARK DISK
 NM0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0857_STAMPING: R 261 1948
 NM0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0857+STABILITY: SURFACE MOTION
 NM0857
 NM0857  HISTORY     - Date     Condition        Report By
 NM0857  HISTORY     - 1948     MONUMENTED       CGS
 NM0857
 NM0857                          STATION DESCRIPTION
 NM0857
 NM0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0857'1.2 MI SE FROM PONCA.
 NM0857'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 12 FROM THE CONCRETE
 NM0857'BRIDGE OVER AOWA CREEK AT PONCA, ON THE NORTHWEST SLOPE OF A
 NM0857'HILL, ABOUT 200.0 FEET NORTHWEST OF THE SUMMIT OF THE HILL, 33.0
 NM0857'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20.8 FEET
 NM0857'SOUTHEAST OF A TELEPHONE POLE, 0.8 FOOT SOUTHWEST OF A FENCE,
 NM0857'1.5 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0857'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND ABOUT
 NM0857'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1582 ***********************************************************************
 NM1582  DESIGNATION -  R 261 RESET
 NM1582  PID         -  NM1582
 NM1582  STATE/COUNTY-  NE/DIXON
 NM1582  USGS QUAD   -  PONCA (1994)
 NM1582
 NM1582                         *CURRENT SURVEY CONTROL
 NM1582  ___________________________________________________________________
 NM1582* NAD 83(1986)-  42 32 34.     (N)    096 42 07.     (W)     SCALED    
 NM1582* NAVD 88     -       400.67   (+/-2cm)    1314.5    (feet)  VERTCON   
 NM1582  ___________________________________________________________________
 NM1582  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 NM1582
 NM1582  VERT ORDER  -  THIRD (See Below)
 NM1582
 NM1582.The horizontal coordinates were scaled from a topographic map and have
 NM1582.an estimated accuracy of +/- 6 seconds.
 NM1582
 NM1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1582.The vertical order pertains to the NGVD 29 superseded value.
 NM1582
 NM1582.The geoid height was determined by GEOID03.
 NM1582
 NM1582;                    North         East    Units  Estimated Accuracy
 NM1582;SPC NE       -   306,000.      770,800.      MT  (+/- 180 meters Scaled)
 NM1582
 NM1582                          SUPERSEDED SURVEY CONTROL
 NM1582
 NM1582  NGVD 29 (08/02/06)  400.49   (m)         1313.9    (f) RESET       3  
 NM1582
 NM1582.Superseded values are not recommended for survey control.
 NM1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1582.See file dsdata.txt to determine how the superseded data were derived.
 NM1582
 NM1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN886126(NAD 83)
 NM1582_MARKER: DB = BENCH MARK DISK
 NM1582_SETTING: 0 = UNSPECIFIED SETTING
 NM1582_STAMPING: R 261 RESET 1975
 NM1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1582
 NM1582  HISTORY     - Date     Condition        Report By
 NM1582  HISTORY     - 1975     MONUMENTED       NGS
 NM1582
 NM1582                          STATION DESCRIPTION
 NM1582
 NM1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NM1582'1.2 MI SE FROM PONCA.
 NM1582'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE CONCRETE BRIDGE
 NM1582'OVER AOWA CREEK IN PONCA, ON THE NORTHWEST SLOPE OF A HILL,208 FEET
 NM1582'NORTH-NORTHEAST OF THE CENTER OF THE HIGHWAY, 2.5 FEET EAST OF A
 NM1582'FENCE POST IN FENCELINE, AND A 4-INCH CAST ALUMINUM BENCH MARK.
 NM1582'THE MARK IS 1.3 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0219 ***********************************************************************
 NM0219  DESIGNATION -  R 262
 NM0219  PID         -  NM0219
 NM0219  STATE/COUNTY-  NE/DAKOTA
 NM0219  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0219
 NM0219                         *CURRENT SURVEY CONTROL
 NM0219  ___________________________________________________________________
 NM0219* NAD 83(1986)-  42 28 52.     (N)    096 24 52.     (W)     SCALED    
 NM0219* NAVD 88     -       334.339  (meters)    1096.91   (feet)  ADJUSTED  
 NM0219  ___________________________________________________________________
 NM0219  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 NM0219  DYNAMIC HT  -         334.233 (meters)    1096.56  (feet)  COMP
 NM0219  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 NM0219
 NM0219  VERT ORDER  -  SECOND    CLASS 0
 NM0219
 NM0219.The horizontal coordinates were scaled from a topographic map and have
 NM0219.an estimated accuracy of +/- 6 seconds.
 NM0219
 NM0219.The orthometric height was determined by differential leveling
 NM0219.and adjusted by the National Geodetic Survey in June 1991..
 NM0219
 NM0219.The geoid height was determined by GEOID03.
 NM0219
 NM0219.The dynamic height is computed by dividing the NAVD 88
 NM0219.geopotential number by the normal gravity value computed on the
 NM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0219.degrees latitude (g = 980.6199 gals.).
 NM0219
 NM0219.The modeled gravity was interpolated from observed gravity values.
 NM0219
 NM0219;                    North         East    Units  Estimated Accuracy
 NM0219;SPC NE       -   300,100.      794,680.      MT  (+/- 180 meters Scaled)
 NM0219
 NM0219                          SUPERSEDED SURVEY CONTROL
 NM0219
 NM0219  NGVD 29 (??/??/92)  334.176  (m)         1096.38   (f) ADJ UNCH    2 0
 NM0219
 NM0219.Superseded values are not recommended for survey control.
 NM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0219.See file dsdata.txt to determine how the superseded data were derived.
 NM0219
 NM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN125064(NAD 83)
 NM0219_MARKER: DB = BENCH MARK DISK
 NM0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0219_STAMPING: R 262 1948
 NM0219_MARK LOGO: CGS   
 NM0219_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0219+STABILITY: SURFACE MOTION
 NM0219
 NM0219  HISTORY     - Date     Condition        Report By
 NM0219  HISTORY     - 1948     MONUMENTED       CGS
 NM0219  HISTORY     - 19920629 GOOD             NEDR
 NM0219
 NM0219                          STATION DESCRIPTION
 NM0219
 NM0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0219'AT SOUTH SIOUX CITY.
 NM0219'AT SOUTH SIOUX CITY, 0.7 MILE NORTH ALONG U.S. HIGHWAY NO. 77
 NM0219'FROM THE POST OFFICE, THENCE 1 BLOCK WEST ALONG A PAVED STREET,
 NM0219'IN THE SCHOOL YARD OF SCHOOL DIST. NO. 11, 159.0 FEET NORTH OF THE
 NM0219'CENTER LINE OF THE PAVED EAST-WEST STREET, 111.9 FEET EAST OF THE
 NM0219'CENTER OF THE WOODEN DOOR OF THE EAST OR MAIN ENTRANCE, 34.0
 NM0219'FEET WEST OF THE CENTER LINE OF A DIRT NORTH-SOUTH STREET, IN
 NM0219'THE CORNER OF THE NORTH-SOUTH SIDEWALK AND THE SIDEWALK LEADING
 NM0219'WEST TO THE MAIN ENTRANCE, SET IN THE TOP OF A CONCRETE POST AND
 NM0219'LEVEL WITH THE SIDEWALKS.
 NM0219
 NM0219                          STATION RECOVERY (1992)
 NM0219
 NM0219'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (WH)
 NM0219'IN SOUTH SIOUX CITY, AT THE INTERSECTION OF 1ST AVENUE AND 9TH STREET,
 NM0219'159.0 FT (48.5 M) NORTH OF THE CENTERLINE OF 9TH STREET, 169.0 FT
 NM0219'(51.5 M) SOUTH OF THE CENTERLINE OF 8TH STREET, 39.0 FT (11.9 M) WEST
 NM0219'OF THE CENTERLINE OF 1ST AVENUE AND 0.5 FT (15.2 CM) WEST OF A
 NM0219'NORTH-SOUTH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0424 ***********************************************************************
 LF0424  DESIGNATION -  R 266
 LF0424  PID         -  LF0424
 LF0424  STATE/COUNTY-  NE/RICHARDSON
 LF0424  USGS QUAD   -  CORNING (1984)
 LF0424
 LF0424                         *CURRENT SURVEY CONTROL
 LF0424  ___________________________________________________________________
 LF0424* NAD 83(1986)-  40 13 04.     (N)    095 29 57.     (W)     SCALED    
 LF0424* NAVD 88     -       267.796  (meters)     878.59   (feet)  ADJUSTED  
 LF0424  ___________________________________________________________________
 LF0424  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LF0424  DYNAMIC HT  -         267.650 (meters)     878.12  (feet)  COMP
 LF0424  MODELED GRAV-     980,074.8   (mgal)                       NAVD 88
 LF0424
 LF0424  VERT ORDER  -  SECOND    CLASS 0
 LF0424
 LF0424.The horizontal coordinates were scaled from a topographic map and have
 LF0424.an estimated accuracy of +/- 6 seconds.
 LF0424
 LF0424.The orthometric height was determined by differential leveling
 LF0424.and adjusted by the National Geodetic Survey in June 1991..
 LF0424
 LF0424.The geoid height was determined by GEOID03.
 LF0424
 LF0424.The dynamic height is computed by dividing the NAVD 88
 LF0424.geopotential number by the normal gravity value computed on the
 LF0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0424.degrees latitude (g = 980.6199 gals.).
 LF0424
 LF0424.The modeled gravity was interpolated from observed gravity values.
 LF0424
 LF0424;                    North         East    Units  Estimated Accuracy
 LF0424;SPC NE       -    52,660.      882,910.      MT  (+/- 180 meters Scaled)
 LF0424
 LF0424                          SUPERSEDED SURVEY CONTROL
 LF0424
 LF0424  NGVD 29 (??/??/92)  267.727  (m)          878.37   (f) ADJ UNCH    2 0
 LF0424
 LF0424.Superseded values are not recommended for survey control.
 LF0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0424.See file dsdata.txt to determine how the superseded data were derived.
 LF0424
 LF0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE873549(NAD 83)
 LF0424_MARKER: DB = BENCH MARK DISK
 LF0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0424_STAMPING: R 266 1947
 LF0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0424+STABILITY: SURFACE MOTION
 LF0424
 LF0424  HISTORY     - Date     Condition        Report By
 LF0424  HISTORY     - 1947     MONUMENTED       CGS
 LF0424
 LF0424                          STATION DESCRIPTION
 LF0424
 LF0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0424'7.3 MI E FROM BARADA.
 LF0424'1.0 MILE NORTH AND 3.6 MILES EAST ALONG DIRT ROADS FROM THE
 LF0424'SCHOOL AT BARADA, THENCE 0.8 MILE EAST DOWN A STEEP HILL ROAD
 LF0424'AND 1.9 MILE SOUTHEAST AND SOUTH ALONG A COUNTY ROAD, ACROSS
 LF0424'THE ROAD FROM AN OPEN FIELD, 194.0 FEET NORTH OF THE CENTER
 LF0424'OF A WOODEN BRIDGE OVER WINE CREEK, 32.0 FEET WEST OF THE CENTER
 LF0424'OF THE ROAD, 12.0 FEET SOUTH OF A RAILROAD SPIKE DRIVEN IN A
 LF0424'TRIANGULAR BLAZE ON A 2 1/2-FOOT COTTONWOOD TREE, 1.7 FOOT
 LF0424'NORTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE
 LF0424'SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0650 ***********************************************************************
 LF0650  DESIGNATION -  R 267
 LF0650  PID         -  LF0650
 LF0650  STATE/COUNTY-  NE/RICHARDSON
 LF0650  USGS QUAD   -  VERDON (1966)
 LF0650
 LF0650                         *CURRENT SURVEY CONTROL
 LF0650  ___________________________________________________________________
 LF0650* NAD 83(1986)-  40 08 44.     (N)    095 38 01.     (W)     SCALED    
 LF0650* NAVD 88     -       311.859  (meters)    1023.16   (feet)  ADJUSTED  
 LF0650  ___________________________________________________________________
 LF0650  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LF0650  DYNAMIC HT  -         311.687 (meters)    1022.59  (feet)  COMP
 LF0650  MODELED GRAV-     980,064.6   (mgal)                       NAVD 88
 LF0650
 LF0650  VERT ORDER  -  SECOND    CLASS 0
 LF0650
 LF0650.The horizontal coordinates were scaled from a topographic map and have
 LF0650.an estimated accuracy of +/- 6 seconds.
 LF0650
 LF0650.The orthometric height was determined by differential leveling
 LF0650.and adjusted by the National Geodetic Survey in June 1991..
 LF0650
 LF0650.The geoid height was determined by GEOID03.
 LF0650
 LF0650.The dynamic height is computed by dividing the NAVD 88
 LF0650.geopotential number by the normal gravity value computed on the
 LF0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0650.degrees latitude (g = 980.6199 gals.).
 LF0650
 LF0650.The modeled gravity was interpolated from observed gravity values.
 LF0650
 LF0650;                    North         East    Units  Estimated Accuracy
 LF0650;SPC NE       -    44,060.      871,890.      MT  (+/- 180 meters Scaled)
 LF0650
 LF0650                          SUPERSEDED SURVEY CONTROL
 LF0650
 LF0650  NGVD 29 (??/??/92)  311.792  (m)         1022.94   (f) ADJ UNCH    2 0
 LF0650
 LF0650.Superseded values are not recommended for survey control.
 LF0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0650.See file dsdata.txt to determine how the superseded data were derived.
 LF0650
 LF0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE756472(NAD 83)
 LF0650_MARKER: DB = BENCH MARK DISK
 LF0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0650_STAMPING: R 267 1947
 LF0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0650+STABILITY: SURFACE MOTION
 LF0650
 LF0650  HISTORY     - Date     Condition        Report By
 LF0650  HISTORY     - 1947     MONUMENTED       CGS
 LF0650
 LF0650                          STATION DESCRIPTION
 LF0650
 LF0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0650'4.1 MI E FROM VERDON.
 LF0650'4.1 MILES EAST ALONG U.S. HIGHWAY NO. 73 FROM THE MISSOURI
 LF0650'PACIFIC RAILROAD STATION AT VERDON, AT THE TOP OF A HILL AND IN
 LF0650'THE SOUTHEAST ANGEL OF A CROSS ROAD, 147.0 FEET EAST OF THE
 LF0650'CENTER OF THE NORTH-SOUTH CROSS ROAD, 33.7 FEET SOUTH OF THE
 LF0650'CENTER OF THE HIGHWAY, 1.5 FOOT EAST OF A REFERENCE POST,
 LF0650'0.5 FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE, SET IN A CONCRETE
 LF0650'POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING
 LF0650'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0651 ***********************************************************************
 LF0651  DESIGNATION -  R 267 RESET
 LF0651  PID         -  LF0651
 LF0651  STATE/COUNTY-  NE/RICHARDSON
 LF0651  USGS QUAD   -  VERDON (1966)
 LF0651
 LF0651                         *CURRENT SURVEY CONTROL
 LF0651  ___________________________________________________________________
 LF0651* NAD 83(1986)-  40 08 44.     (N)    095 38 01.     (W)     SCALED    
 LF0651* NAVD 88     -       310.37   (meters)    1018.3    (feet)  RESET     
 LF0651  ___________________________________________________________________
 LF0651  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LF0651
 LF0651  VERT ORDER  -  THIRD
 LF0651
 LF0651.The horizontal coordinates were scaled from a topographic map and have
 LF0651.an estimated accuracy of +/- 6 seconds.
 LF0651
 LF0651.The orthometric height was computed from unverified reset data.
 LF0651
 LF0651.The geoid height was determined by GEOID03.
 LF0651
 LF0651;                    North         East    Units  Estimated Accuracy
 LF0651;SPC NE       -    44,060.      871,890.      MT  (+/- 180 meters Scaled)
 LF0651
 LF0651                          SUPERSEDED SURVEY CONTROL
 LF0651
 LF0651.No superseded survey control is available for this station.
 LF0651
 LF0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE756472(NAD 83)
 LF0651_MARKER: DB = BENCH MARK DISK
 LF0651_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LF0651+WITH SETTING: INTO GROUND
 LF0651_STAMPING: R 267 RESET 1974
 LF0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0651+STABILITY: SURFACE MOTION
 LF0651
 LF0651  HISTORY     - Date     Condition        Report By
 LF0651  HISTORY     - 1974     MONUMENTED       NGS
 LF0651  HISTORY     - 1980     GOOD             LOCSUR
 LF0651
 LF0651                          STATION DESCRIPTION
 LF0651
 LF0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LF0651'4.1 MI E FROM VERDON.
 LF0651'4.1 MILES EAST ALONG U.S. HIGHWAY 73 FROM THE MISSOURI PACIFIC
 LF0651'RAILROAD CROSSING AT VERDON, THENCE 400 FEET SOUTH OF HIGHWAY
 LF0651'73 ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED COUNTY
 LF0651'ROAD, 32 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 0.7
 LF0651'FOOT NORTH OF A METAL WITNESS POST.  A STANDARD DISK STAMPED
 LF0651'R 267 RESET 1974, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 LF0651'ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 LF0651'PIPE AND IS FLUSH WITH THE GROUND SURFACE.  NOTE-- THIS MARK
 LF0651'REPLACES R 267 1947 THAT WILL BE DESTROYED BY ROAD CONSTRUCTION.
 LF0651
 LF0651                          STATION RECOVERY (1980)
 LF0651
 LF0651'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0221 ***********************************************************************
 LH0221  DESIGNATION -  R 268
 LH0221  PID         -  LH0221
 LH0221  STATE/COUNTY-  NE/NUCKOLLS
 LH0221  USGS QUAD   -  GUIDE ROCK (1974)
 LH0221
 LH0221                         *CURRENT SURVEY CONTROL
 LH0221  ___________________________________________________________________
 LH0221* NAD 83(1986)-  40 03 48.     (N)    098 15 18.     (W)     SCALED    
 LH0221* NAVD 88     -       491.060  (meters)    1611.09   (feet)  ADJUSTED  
 LH0221  ___________________________________________________________________
 LH0221  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 LH0221  DYNAMIC HT  -         490.769 (meters)    1610.13  (feet)  COMP
 LH0221  MODELED GRAV-     980,018.0   (mgal)                       NAVD 88
 LH0221
 LH0221  VERT ORDER  -  FIRST     CLASS II
 LH0221
 LH0221.The horizontal coordinates were scaled from a topographic map and have
 LH0221.an estimated accuracy of +/- 6 seconds.
 LH0221
 LH0221.The orthometric height was determined by differential leveling
 LH0221.and adjusted by the National Geodetic Survey in June 1991..
 LH0221
 LH0221.The geoid height was determined by GEOID03.
 LH0221
 LH0221.The dynamic height is computed by dividing the NAVD 88
 LH0221.geopotential number by the normal gravity value computed on the
 LH0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0221.degrees latitude (g = 980.6199 gals.).
 LH0221
 LH0221.The modeled gravity was interpolated from observed gravity values.
 LH0221
 LH0221;                    North         East    Units  Estimated Accuracy
 LH0221;SPC NE       -    27,040.      648,860.      MT  (+/- 180 meters Scaled)
 LH0221
 LH0221                          SUPERSEDED SURVEY CONTROL
 LH0221
 LH0221  NGVD 29 (??/??/92)  490.865  (m)         1610.45   (f) ADJ UNCH    1 2
 LH0221
 LH0221.Superseded values are not recommended for survey control.
 LH0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0221.See file dsdata.txt to determine how the superseded data were derived.
 LH0221
 LH0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK635350(NAD 83)
 LH0221_MARKER: DB = BENCH MARK DISK
 LH0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0221_STAMPING: R 268 1947
 LH0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0221+STABILITY: SURFACE MOTION
 LH0221
 LH0221  HISTORY     - Date     Condition        Report By
 LH0221  HISTORY     - 1947     MONUMENTED       CGS
 LH0221
 LH0221                          STATION DESCRIPTION
 LH0221
 LH0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0221'4 MI E FROM GUIDE ROCK.
 LH0221'4.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0221'FROM THE STATION AT GUIDE ROCK, AT A NORTH-SOUTH DIRT ROAD
 LH0221'CROSSING, 79.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH DIRT
 LH0221'ROAD, 45.7 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 45.7 FEET
 LH0221'EAST OF A CONCRETE RAILROAD RIGHT OF WAY FENCE CORNER POST,
 LH0221'2.0 FEET WEST OF A REFERENCE POST, 1.6 FOOT SOUTH OF THE NORTH
 LH0221'RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 2 FEET BELOW
 LH0221'THE TRACK AND PROJECTING 0.4 FOOT.  ALSO 3.9 MILES WEST ALONG
 LH0221'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE STATION
 LH0221'AT BOSTWICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0070 ***********************************************************************
 LH0070  DESIGNATION -  R 269
 LH0070  PID         -  LH0070
 LH0070  STATE/COUNTY-  NE/HALL
 LH0070  USGS QUAD   -  GRAND ISLAND (1993)
 LH0070
 LH0070                         *CURRENT SURVEY CONTROL
 LH0070  ___________________________________________________________________
 LH0070* NAD 83(1986)-  40 55 26.     (N)    098 20 53.     (W)     SCALED    
 LH0070* NAVD 88     -       570.378  (meters)    1871.32   (feet)  ADJUSTED  
 LH0070  ___________________________________________________________________
 LH0070  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 LH0070  DYNAMIC HT  -         570.077 (meters)    1870.33  (feet)  COMP
 LH0070  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 LH0070
 LH0070  VERT ORDER  -  FIRST     CLASS II
 LH0070
 LH0070.The horizontal coordinates were scaled from a topographic map and have
 LH0070.an estimated accuracy of +/- 6 seconds.
 LH0070
 LH0070.The orthometric height was determined by differential leveling
 LH0070.and adjusted by the National Geodetic Survey in June 1991..
 LH0070
 LH0070.The geoid height was determined by GEOID03.
 LH0070
 LH0070.The dynamic height is computed by dividing the NAVD 88
 LH0070.geopotential number by the normal gravity value computed on the
 LH0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0070.degrees latitude (g = 980.6199 gals.).
 LH0070
 LH0070.The modeled gravity was interpolated from observed gravity values.
 LH0070
 LH0070;                    North         East    Units  Estimated Accuracy
 LH0070;SPC NE       -   122,410.      639,100.      MT  (+/- 180 meters Scaled)
 LH0070
 LH0070                          SUPERSEDED SURVEY CONTROL
 LH0070
 LH0070  NGVD 29 (??/??/92)  570.129  (m)         1870.50   (f) ADJ UNCH    1 2
 LH0070
 LH0070.Superseded values are not recommended for survey control.
 LH0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0070.See file dsdata.txt to determine how the superseded data were derived.
 LH0070
 LH0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL548305(NAD 83)
 LH0070_MARKER: DB = BENCH MARK DISK
 LH0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0070_SP_SET: BUILDING
 LH0070_STAMPING: R 269 1947
 LH0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0070
 LH0070  HISTORY     - Date     Condition        Report By
 LH0070  HISTORY     - 1947     MONUMENTED       CGS
 LH0070  HISTORY     - 1964     GOOD             NGS
 LH0070  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH0070
 LH0070                          STATION DESCRIPTION
 LH0070
 LH0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0070'AT GRAND ISLAND.
 LH0070'AT GRAND ISLAND, 0.4 MILE SOUTHWEST ALONG THE UNION PACIFIC
 LH0070'RAILWAY FROM THE STATION AT GRAND ISLAND, AT THE CROSSING OF
 LH0070'U.S. HIGHWAY 281, 27.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 LH0070'THE NORTHWEST TRACK, SET IN THE SOUTHEAST WALL OF A LARGE BRICK
 LH0070'BUILDING OWNED BY THE NEBRASKA CONSOLIDATED MILLS COMPANY,
 LH0070'1.0 FOOT NORTHEAST OF THE SOUTH CORNER OF THE BUILDING, SET
 LH0070'VERTICALLY 4.2 FEET ABOVE THE SURFACE OF THE GROUND.
 LH0070
 LH0070                          STATION RECOVERY (1964)
 LH0070
 LH0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LH0070'RECOVERED IN GOOD CONDITION.
 LH0070
 LH0070                          STATION RECOVERY (1991)
 LH0070
 LH0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0070'THE BUILDING HAS BEEN DEMOLISHED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0269 ***********************************************************************
 NO0269  DESIGNATION -  R 27
 NO0269  PID         -  NO0269
 NO0269  STATE/COUNTY-  NE/GRANT
 NO0269  USGS QUAD   -  FRYE LAKE (1987)
 NO0269
 NO0269                         *CURRENT SURVEY CONTROL
 NO0269  ___________________________________________________________________
 NO0269* NAD 83(1986)-  42 04 24.     (N)    101 44 14.     (W)     SCALED    
 NO0269* NAVD 88     -      1128.890  (meters)    3703.70   (feet)  ADJUSTED  
 NO0269  ___________________________________________________________________
 NO0269  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 NO0269  DYNAMIC HT  -        1128.270 (meters)    3701.67  (feet)  COMP
 NO0269  MODELED GRAV-     980,033.3   (mgal)                       NAVD 88
 NO0269
 NO0269  VERT ORDER  -  SECOND    CLASS 0
 NO0269
 NO0269.The horizontal coordinates were scaled from a topographic map and have
 NO0269.an estimated accuracy of +/- 6 seconds.
 NO0269
 NO0269.The orthometric height was determined by differential leveling
 NO0269.and adjusted by the National Geodetic Survey in June 1991..
 NO0269
 NO0269.The geoid height was determined by GEOID03.
 NO0269
 NO0269.The dynamic height is computed by dividing the NAVD 88
 NO0269.geopotential number by the normal gravity value computed on the
 NO0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0269.degrees latitude (g = 980.6199 gals.).
 NO0269
 NO0269.The modeled gravity was interpolated from observed gravity values.
 NO0269
 NO0269;                    North         East    Units  Estimated Accuracy
 NO0269;SPC NE       -   250,150.      356,290.      MT  (+/- 180 meters Scaled)
 NO0269
 NO0269                          SUPERSEDED SURVEY CONTROL
 NO0269
 NO0269  NGVD 29 (??/??/92) 1128.421  (m)         3702.16   (f) ADJ UNCH    2 0
 NO0269
 NO0269.Superseded values are not recommended for survey control.
 NO0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0269.See file dsdata.txt to determine how the superseded data were derived.
 NO0269
 NO0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM735615(NAD 83)
 NO0269_MARKER: DB = BENCH MARK DISK
 NO0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0269_STAMPING: R 27 1934
 NO0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0269+STABILITY: SURFACE MOTION
 NO0269
 NO0269  HISTORY     - Date     Condition        Report By
 NO0269  HISTORY     - 1934     MONUMENTED       CGS
 NO0269  HISTORY     - 1948     GOOD             NGS
 NO0269  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NO0269
 NO0269                          STATION DESCRIPTION
 NO0269
 NO0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0269'6.1 MI N FROM HYANNIS.
 NO0269'6.1 MILES NORTH ALONG STATE HIGHWAY 61 AT HYANNIS, GRANT COUNTY,
 NO0269'ALONG ROAD TO ROTHWELL RANCH, 0.2 MILE SOUTH OF CORNER SECTIONS
 NO0269'4, 5, 8, AND 9, T. 24 N., R. 38 W., 0.2 MILE SOUTHEAST OF
 NO0269'WINDMILL AND RANCH HOUSE, 67 FEET WEST OF A CATTLE GUARD, AND
 NO0269'22 FEET WEST OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 NO0269'STAMPED R 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0269
 NO0269                          STATION RECOVERY (1985)
 NO0269
 NO0269'RECOVERY NOTE BY US POWER SQUADRON 1985 (RPS)
 NO0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1424 ***********************************************************************
 NM1424  DESIGNATION -  R 270
 NM1424  PID         -  NM1424
 NM1424  STATE/COUNTY-  NE/KNOX
 NM1424  USGS QUAD   -  TABOR SE (1968)
 NM1424
 NM1424                         *CURRENT SURVEY CONTROL
 NM1424  ___________________________________________________________________
 NM1424* NAD 83(1986)-  42 50 10.     (N)    097 33 38.     (W)     SCALED    
 NM1424* NAVD 88     -       362.417  (meters)    1189.03   (feet)  ADJUSTED  
 NM1424  ___________________________________________________________________
 NM1424  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 NM1424  DYNAMIC HT  -         362.305 (meters)    1188.66  (feet)  COMP
 NM1424  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 NM1424
 NM1424  VERT ORDER  -  SECOND    CLASS 0
 NM1424
 NM1424.The horizontal coordinates were scaled from a topographic map and have
 NM1424.an estimated accuracy of +/- 6 seconds.
 NM1424
 NM1424.The orthometric height was determined by differential leveling
 NM1424.and adjusted by the National Geodetic Survey in June 1991..
 NM1424
 NM1424.The geoid height was determined by GEOID03.
 NM1424
 NM1424.The dynamic height is computed by dividing the NAVD 88
 NM1424.geopotential number by the normal gravity value computed on the
 NM1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1424.degrees latitude (g = 980.6199 gals.).
 NM1424
 NM1424.The modeled gravity was interpolated from observed gravity values.
 NM1424
 NM1424;                    North         East    Units  Estimated Accuracy
 NM1424;SPC NE       -   336,230.      699,400.      MT  (+/- 180 meters Scaled)
 NM1424
 NM1424                          SUPERSEDED SURVEY CONTROL
 NM1424
 NM1424  NGVD 29 (??/??/92)  362.205  (m)         1188.33   (f) ADJ UNCH    2 0
 NM1424
 NM1424.Superseded values are not recommended for survey control.
 NM1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1424.See file dsdata.txt to determine how the superseded data were derived.
 NM1424
 NM1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN176436(NAD 83)
 NM1424_MARKER: DB = BENCH MARK DISK
 NM1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1424_STAMPING: R 270 1949
 NM1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1424+STABILITY: SURFACE MOTION
 NM1424
 NM1424  HISTORY     - Date     Condition        Report By
 NM1424  HISTORY     - 1949     MONUMENTED       CGS
 NM1424
 NM1424                          STATION DESCRIPTION
 NM1424
 NM1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1424'11.2 MI NW FROM CROFTON.
 NM1424'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH STATE
 NM1424'HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST ALONG A DIRT ROAD,
 NM1424'THENCE 1.2 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE
 NM1424'WEST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD,
 NM1424'THENCE 0.5 MILE WEST ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTH ALONG
 NM1424'A DIRT ROAD, 0.2 MILE SOUTH OF A LARGE YELLOW FARMHOUSE, 27 FEET
 NM1424'NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, AT A CURVE IN THE
 NM1424'ROAD, 1.7 FEET NORTHWEST OF A FENCE CORNER, 1.3 FEET EAST OF A
 NM1424'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NM1424'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1394 ***********************************************************************
 NM1394  DESIGNATION -  R 271
 NM1394  PID         -  NM1394
 NM1394  STATE/COUNTY-  NE/KNOX
 NM1394  USGS QUAD   -  SANTEE (1978)
 NM1394
 NM1394                         *CURRENT SURVEY CONTROL
 NM1394  ___________________________________________________________________
 NM1394* NAD 83(1986)-  42 49 16.     (N)    097 49 41.     (W)     SCALED    
 NM1394* NAVD 88     -       455.211  (meters)    1493.47   (feet)  ADJUSTED  
 NM1394  ___________________________________________________________________
 NM1394  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 NM1394  DYNAMIC HT  -         455.056 (meters)    1492.96  (feet)  COMP
 NM1394  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 NM1394
 NM1394  VERT ORDER  -  SECOND    CLASS 0
 NM1394
 NM1394.The horizontal coordinates were scaled from a topographic map and have
 NM1394.an estimated accuracy of +/- 6 seconds.
 NM1394
 NM1394.The orthometric height was determined by differential leveling
 NM1394.and adjusted by the National Geodetic Survey in June 1991..
 NM1394
 NM1394.The geoid height was determined by GEOID03.
 NM1394
 NM1394.The dynamic height is computed by dividing the NAVD 88
 NM1394.geopotential number by the normal gravity value computed on the
 NM1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1394.degrees latitude (g = 980.6199 gals.).
 NM1394
 NM1394.The modeled gravity was interpolated from observed gravity values.
 NM1394
 NM1394;                    North         East    Units  Estimated Accuracy
 NM1394;SPC NE       -   333,980.      677,580.      MT  (+/- 180 meters Scaled)
 NM1394
 NM1394                          SUPERSEDED SURVEY CONTROL
 NM1394
 NM1394  NGVD 29 (??/??/92)  454.981  (m)         1492.72   (f) ADJ UNCH    2 0
 NM1394
 NM1394.Superseded values are not recommended for survey control.
 NM1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1394.See file dsdata.txt to determine how the superseded data were derived.
 NM1394
 NM1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN958416(NAD 83)
 NM1394_MARKER: DB = BENCH MARK DISK
 NM1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1394_STAMPING: R 271 1949
 NM1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1394+STABILITY: SURFACE MOTION
 NM1394
 NM1394  HISTORY     - Date     Condition        Report By
 NM1394  HISTORY     - 1949     MONUMENTED       CGS
 NM1394
 NM1394                          STATION DESCRIPTION
 NM1394
 NM1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1394'2.2 MI SE FROM SANTEE.
 NM1394'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY HALL
 NM1394'AT SANTEE, THENCE 1.55 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 NM1394'ON THE NORTHEAST SLOPE OF A YELLOW CLAY HILL, 30 FEET NORTHEAST
 NM1394'OF THE CENTER LINE OF THE ROAD, 6.4 FEET NORTHWEST OF A BRACED
 NM1394'GATE POST, 1.0 FOOT SOUTHWEST OF THE FENCE LINE, 1.2 FEET
 NM1394'SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 NM1394'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1048 ***********************************************************************
 NM1048  DESIGNATION -  R 272
 NM1048  PID         -  NM1048
 NM1048  STATE/COUNTY-  NE/CEDAR
 NM1048  USGS QUAD   -  MENOMINEE (1968)
 NM1048
 NM1048                         *CURRENT SURVEY CONTROL
 NM1048  ___________________________________________________________________
 NM1048* NAD 83(1986)-  42 48 43.     (N)    097 15 39.     (W)     SCALED    
 NM1048* NAVD 88     -       403.560  (meters)    1324.01   (feet)  ADJUSTED  
 NM1048  ___________________________________________________________________
 NM1048  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NM1048  DYNAMIC HT  -         403.443 (meters)    1323.63  (feet)  COMP
 NM1048  MODELED GRAV-     980,318.3   (mgal)                       NAVD 88
 NM1048
 NM1048  VERT ORDER  -  SECOND    CLASS 0
 NM1048
 NM1048.The horizontal coordinates were scaled from a topographic map and have
 NM1048.an estimated accuracy of +/- 6 seconds.
 NM1048
 NM1048.The orthometric height was determined by differential leveling
 NM1048.and adjusted by the National Geodetic Survey in June 1991..
 NM1048
 NM1048.The geoid height was determined by GEOID03.
 NM1048
 NM1048.The dynamic height is computed by dividing the NAVD 88
 NM1048.geopotential number by the normal gravity value computed on the
 NM1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1048.degrees latitude (g = 980.6199 gals.).
 NM1048
 NM1048.The modeled gravity was interpolated from observed gravity values.
 NM1048
 NM1048;                    North         East    Units  Estimated Accuracy
 NM1048;SPC NE       -   334,280.      723,980.      MT  (+/- 180 meters Scaled)
 NM1048
 NM1048                          SUPERSEDED SURVEY CONTROL
 NM1048
 NM1048  NGVD 29 (??/??/92)  403.357  (m)         1323.35   (f) ADJ UNCH    2 0
 NM1048
 NM1048.Superseded values are not recommended for survey control.
 NM1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1048.See file dsdata.txt to determine how the superseded data were derived.
 NM1048
 NM1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN421413(NAD 83)
 NM1048_MARKER: DB = BENCH MARK DISK
 NM1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1048_STAMPING: R 272 1949
 NM1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1048+STABILITY: SURFACE MOTION
 NM1048
 NM1048  HISTORY     - Date     Condition        Report By
 NM1048  HISTORY     - 1949     MONUMENTED       CGS
 NM1048
 NM1048                          STATION DESCRIPTION
 NM1048
 NM1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1048'0.8 MI NW FROM ST HELENA.
 NM1048'0.25 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE CATHOLIC
 NM1048'CHURCH AT ST. HELENA, THENCE 0.55 MILE WEST ALONG A GRAVELED ROAD,
 NM1048'92 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 50 FEET
 NM1048'NORTH OF THE CENTER LINE OF A T ROAD LEADING EAST, 24.0 FEET
 NM1048'NORTH OF A FENCE CORNER POST, 1.3 FEET WEST OF A FENCE, 1.7 FEET
 NM1048'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 NM1048'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0011 ***********************************************************************
 NN0011  DESIGNATION -  R 273
 NN0011  PID         -  NN0011
 NN0011  STATE/COUNTY-  NE/BOYD
 NN0011  USGS QUAD   -  LYNCH (1950)
 NN0011
 NN0011                         *CURRENT SURVEY CONTROL
 NN0011  ___________________________________________________________________
 NN0011* NAD 83(1986)-  42 49 41.     (N)    098 24 16.     (W)     SCALED    
 NN0011* NAVD 88     -       417.392  (meters)    1369.39   (feet)  ADJUSTED  
 NN0011  ___________________________________________________________________
 NN0011  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 NN0011  DYNAMIC HT  -         417.246 (meters)    1368.91  (feet)  COMP
 NN0011  MODELED GRAV-     980,259.5   (mgal)                       NAVD 88
 NN0011
 NN0011  VERT ORDER  -  SECOND    CLASS 0
 NN0011
 NN0011.The horizontal coordinates were scaled from a topographic map and have
 NN0011.an estimated accuracy of +/- 6 seconds.
 NN0011
 NN0011.The orthometric height was determined by differential leveling
 NN0011.and adjusted by the National Geodetic Survey in June 1991..
 NN0011
 NN0011.The geoid height was determined by GEOID03.
 NN0011
 NN0011.The dynamic height is computed by dividing the NAVD 88
 NN0011.geopotential number by the normal gravity value computed on the
 NN0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0011.degrees latitude (g = 980.6199 gals.).
 NN0011
 NN0011.The modeled gravity was interpolated from observed gravity values.
 NN0011
 NN0011;                    North         East    Units  Estimated Accuracy
 NN0011;SPC NE       -   333,720.      630,450.      MT  (+/- 180 meters Scaled)
 NN0011
 NN0011                          SUPERSEDED SURVEY CONTROL
 NN0011
 NN0011  NGVD 29 (??/??/92)  417.117  (m)         1368.49   (f) ADJ UNCH    2 0
 NN0011
 NN0011.Superseded values are not recommended for survey control.
 NN0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0011.See file dsdata.txt to determine how the superseded data were derived.
 NN0011
 NN0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN486418(NAD 83)
 NN0011_MARKER: DB = BENCH MARK DISK
 NN0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0011_STAMPING: R 273 1949
 NN0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0011+STABILITY: SURFACE MOTION
 NN0011
 NN0011  HISTORY     - Date     Condition        Report By
 NN0011  HISTORY     - 1949     MONUMENTED       CGS
 NN0011
 NN0011                          STATION DESCRIPTION
 NN0011
 NN0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0011'3.3 MI E FROM LYNCH.
 NN0011'3.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NN0011'THE STATION AT LYNCH, 0.2 MILE EAST OF A PUBLIC ROAD CROSSING,
 NN0011'40.6 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 46.0 FEET NORTH
 NN0011'OF THE CENTER LINE OF STATE HIGHWAY NO. 12, 57.4 FEET NORTHEAST
 NN0011'OF THE NORTHEAST CORNER OF A HIGHWAY BRIDGE (CONCRETE), 44.2
 NN0011'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF RAILROAD TRESTLE NO.
 NN0011'198, 2.5 FEET WEST OF MILEPOST NO. 85, 1.4 FEET EAST OF A
 NN0011'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST WHICH
 NN0011'IS LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0929 ***********************************************************************
 NM0929  DESIGNATION -  R 274
 NM0929  PID         -  NM0929
 NM0929  STATE/COUNTY-  NE/DIXON
 NM0929  USGS QUAD   -  MARTINSBURG SW (1964)
 NM0929
 NM0929                         *CURRENT SURVEY CONTROL
 NM0929  ___________________________________________________________________
 NM0929* NAD 83(1986)-  42 31 30.     (N)    096 59 46.     (W)     SCALED    
 NM0929* NAVD 88     -       482.735  (meters)    1583.77   (feet)  ADJUSTED  
 NM0929  ___________________________________________________________________
 NM0929  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 NM0929  DYNAMIC HT  -         482.576 (meters)    1583.25  (feet)  COMP
 NM0929  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 NM0929
 NM0929  VERT ORDER  -  SECOND    CLASS 0
 NM0929
 NM0929.The horizontal coordinates were scaled from a topographic map and have
 NM0929.an estimated accuracy of +/- 6 seconds.
 NM0929
 NM0929.The orthometric height was determined by differential leveling
 NM0929.and adjusted by the National Geodetic Survey in June 1991..
 NM0929
 NM0929.The geoid height was determined by GEOID03.
 NM0929
 NM0929.The dynamic height is computed by dividing the NAVD 88
 NM0929.geopotential number by the normal gravity value computed on the
 NM0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0929.degrees latitude (g = 980.6199 gals.).
 NM0929
 NM0929.The modeled gravity was interpolated from observed gravity values.
 NM0929
 NM0929;                    North         East    Units  Estimated Accuracy
 NM0929;SPC NE       -   303,150.      746,720.      MT  (+/- 180 meters Scaled)
 NM0929
 NM0929                          SUPERSEDED SURVEY CONTROL
 NM0929
 NM0929  NGVD 29 (??/??/92)  482.540  (m)         1583.13   (f) ADJ UNCH    2 0
 NM0929
 NM0929.Superseded values are not recommended for survey control.
 NM0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0929.See file dsdata.txt to determine how the superseded data were derived.
 NM0929
 NM0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN645100(NAD 83)
 NM0929_MARKER: DB = BENCH MARK DISK
 NM0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0929_STAMPING: R 274 1949
 NM0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0929+STABILITY: SURFACE MOTION
 NM0929
 NM0929  HISTORY     - Date     Condition        Report By
 NM0929  HISTORY     - 1949     MONUMENTED       CGS
 NM0929
 NM0929                          STATION DESCRIPTION
 NM0929
 NM0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0929'7.8 MI N FROM DIXON.
 NM0929'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON,
 NM0929'AND QUINCY RAILROAD STATION AT DIXON, THENCE 3.65 MILES NORTH
 NM0929'ALONG STATE HIGHWAY 116, THENCE 4.0 MILES NORTH ALONG A GRADED
 NM0929'DIRT ROAD, 95 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NM0929'ROAD, 28 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM0929'56.0 FEET WEST OF THE CENTER OF A WIRE GATE, 1.0 FOOT NORTH
 NM0929'OF THE RIGHT-OF-WAY FENCE, 1.9 FEET EAST OF A REFERENCE POST,
 NM0929'AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.2
 NM0929'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0912 ***********************************************************************
 NM0912  DESIGNATION -  R 275
 NM0912  PID         -  NM0912
 NM0912  STATE/COUNTY-  NE/DIXON
 NM0912  USGS QUAD   -  MASKELL (1994)
 NM0912
 NM0912                         *CURRENT SURVEY CONTROL
 NM0912  ___________________________________________________________________
 NM0912* NAD 83(1986)-  42 42 03.     (N)    096 58 56.     (W)     SCALED    
 NM0912* NAVD 88     -       367.548  (meters)    1205.86   (feet)  ADJUSTED  
 NM0912  ___________________________________________________________________
 NM0912  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 NM0912  DYNAMIC HT  -         367.432 (meters)    1205.48  (feet)  COMP
 NM0912  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 NM0912
 NM0912  VERT ORDER  -  SECOND    CLASS 0
 NM0912
 NM0912.The horizontal coordinates were scaled from a topographic map and have
 NM0912.an estimated accuracy of +/- 6 seconds.
 NM0912
 NM0912.The orthometric height was determined by differential leveling
 NM0912.and adjusted by the National Geodetic Survey in June 1991..
 NM0912
 NM0912.The geoid height was determined by GEOID03.
 NM0912
 NM0912.The dynamic height is computed by dividing the NAVD 88
 NM0912.geopotential number by the normal gravity value computed on the
 NM0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0912.degrees latitude (g = 980.6199 gals.).
 NM0912
 NM0912.The modeled gravity was interpolated from observed gravity values.
 NM0912
 NM0912;                    North         East    Units  Estimated Accuracy
 NM0912;SPC NE       -   322,700.      747,180.      MT  (+/- 180 meters Scaled)
 NM0912
 NM0912                          SUPERSEDED SURVEY CONTROL
 NM0912
 NM0912  NGVD 29 (??/??/92)  367.346  (m)         1205.20   (f) ADJ UNCH    2 0
 NM0912
 NM0912.Superseded values are not recommended for survey control.
 NM0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0912.See file dsdata.txt to determine how the superseded data were derived.
 NM0912
 NM0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN652295(NAD 83)
 NM0912_MARKER: DB = BENCH MARK DISK
 NM0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0912_STAMPING: R 275 1949
 NM0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0912+STABILITY: SURFACE MOTION
 NM0912
 NM0912  HISTORY     - Date     Condition        Report By
 NM0912  HISTORY     - 1949     MONUMENTED       CGS
 NM0912
 NM0912                          STATION DESCRIPTION
 NM0912
 NM0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0912'0.8 MI N FROM MASKELL.
 NM0912'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0912'SCHOOL AT MASKELL, THENCE 0.6 MILE NORTH ALONG A GRADED DIRT
 NM0912'ROAD, AT THE FARM HOME OF ELMER COOK, 192 FEET WEST OF THE
 NM0912'CENTER LINE OF THE NORTH-SOUTH ROAD, 24 FEET NORTH OF THE CENTER
 NM0912'LINE OF A PRIVATE DRIVEWAY, 20.0 FEET SOUTHEAST OF THE
 NM0912'SOUTHWEST CORNER OF THE HOUSE, 25.0 FEET SOUTHWEST OF THE
 NM0912'SOUTHEAST CORNER OF THE HOUSE, 17.3 FEET WEST OF THE CENTER OF A
 NM0912'FRAME GATE, 1.5 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A
 NM0912'5-FOOT CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 NM0912'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1066 ***********************************************************************
 NM1066  DESIGNATION -  R 276
 NM1066  PID         -  NM1066
 NM1066  STATE/COUNTY-  NE/CEDAR
 NM1066  USGS QUAD   -  OBERT (1968)
 NM1066
 NM1066                         *CURRENT SURVEY CONTROL
 NM1066  ___________________________________________________________________
 NM1066* NAD 83(1986)-  42 44 09.     (N)    097 01 28.     (W)     SCALED    
 NM1066* NAVD 88     -       351.602  (meters)    1153.55   (feet)  ADJUSTED  
 NM1066  ___________________________________________________________________
 NM1066  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 NM1066  DYNAMIC HT  -         351.494 (meters)    1153.19  (feet)  COMP
 NM1066  MODELED GRAV-     980,302.6   (mgal)                       NAVD 88
 NM1066
 NM1066  VERT ORDER  -  SECOND    CLASS 0
 NM1066
 NM1066.The horizontal coordinates were scaled from a topographic map and have
 NM1066.an estimated accuracy of +/- 6 seconds.
 NM1066
 NM1066.The orthometric height was determined by differential leveling
 NM1066.and adjusted by the National Geodetic Survey in June 1991..
 NM1066
 NM1066.The geoid height was determined by GEOID03.
 NM1066
 NM1066.The dynamic height is computed by dividing the NAVD 88
 NM1066.geopotential number by the normal gravity value computed on the
 NM1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1066.degrees latitude (g = 980.6199 gals.).
 NM1066
 NM1066.The modeled gravity was interpolated from observed gravity values.
 NM1066
 NM1066;                    North         East    Units  Estimated Accuracy
 NM1066;SPC NE       -   326,470.      743,590.      MT  (+/- 180 meters Scaled)
 NM1066
 NM1066                          SUPERSEDED SURVEY CONTROL
 NM1066
 NM1066  NGVD 29 (??/??/92)  351.397  (m)         1152.88   (f) ADJ UNCH    2 0
 NM1066
 NM1066.Superseded values are not recommended for survey control.
 NM1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1066.See file dsdata.txt to determine how the superseded data were derived.
 NM1066
 NM1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN617333(NAD 83)
 NM1066_MARKER: DB = BENCH MARK DISK
 NM1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1066_STAMPING: R 276 1949
 NM1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1066+STABILITY: SURFACE MOTION
 NM1066
 NM1066  HISTORY     - Date     Condition        Report By
 NM1066  HISTORY     - 1949     MONUMENTED       CGS
 NM1066
 NM1066                          STATION DESCRIPTION
 NM1066
 NM1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1066'10.8 MI E FROM WYNOT.
 NM1066'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1066'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1066'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1066'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1066'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.35
 NM1066'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.55 MILE EAST ALONG
 NM1066'A GRADED DIRT ROAD, AT THE FARM HOME OF MACK REIFENRATH, 43 FEET
 NM1066'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 37.6 FEET
 NM1066'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 4.0 FEET EAST OF A
 NM1066'POWER POLE, 3.6 FEET EAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A
 NM1066'FENCE, SET IN THE TOP OF A 5.5 FOOT CONCRETE POST WHICH PROJECTS
 NM1066'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0143 ***********************************************************************
 LG0143  DESIGNATION -  R 277
 LG0143  PID         -  LG0143
 LG0143  STATE/COUNTY-  NE/CASS
 LG0143  USGS QUAD   -  MANLEY (1966)
 LG0143
 LG0143                         *CURRENT SURVEY CONTROL
 LG0143  ___________________________________________________________________
 LG0143* NAD 83(1986)-  40 58 11.     (N)    096 08 22.     (W)     SCALED    
 LG0143* NAVD 88     -       358.787  (meters)    1177.12   (feet)  ADJUSTED  
 LG0143  ___________________________________________________________________
 LG0143  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 LG0143  DYNAMIC HT  -         358.638 (meters)    1176.63  (feet)  COMP
 LG0143  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 LG0143
 LG0143  VERT ORDER  -  SECOND    CLASS 0
 LG0143
 LG0143.The horizontal coordinates were scaled from a topographic map and have
 LG0143.an estimated accuracy of +/- 6 seconds.
 LG0143
 LG0143.The orthometric height was determined by differential leveling
 LG0143.and adjusted by the National Geodetic Survey in June 1991..
 LG0143
 LG0143.The geoid height was determined by GEOID03.
 LG0143
 LG0143.The dynamic height is computed by dividing the NAVD 88
 LG0143.geopotential number by the normal gravity value computed on the
 LG0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0143.degrees latitude (g = 980.6199 gals.).
 LG0143
 LG0143.The modeled gravity was interpolated from observed gravity values.
 LG0143
 LG0143;                    North         East    Units  Estimated Accuracy
 LG0143;SPC NE       -   133,420.      824,750.      MT  (+/- 180 meters Scaled)
 LG0143
 LG0143                          SUPERSEDED SURVEY CONTROL
 LG0143
 LG0143  NGVD 29 (??/??/92)  358.691  (m)         1176.81   (f) ADJ UNCH    2 0
 LG0143
 LG0143.Superseded values are not recommended for survey control.
 LG0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0143.See file dsdata.txt to determine how the superseded data were derived.
 LG0143
 LG0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL407393(NAD 83)
 LG0143_MARKER: DB = BENCH MARK DISK
 LG0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0143_STAMPING: R 277 1950
 LG0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0143+STABILITY: SURFACE MOTION
 LG0143
 LG0143  HISTORY     - Date     Condition        Report By
 LG0143  HISTORY     - 1950     MONUMENTED       CGS
 LG0143  HISTORY     - 1964     GOOD             USGS
 LG0143
 LG0143                          STATION DESCRIPTION
 LG0143
 LG0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0143'3.1 MI S FROM LOUISVILLE.
 LG0143'3.1 MILES SOUTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 LG0143'AT LOUISVILLE, ON THE SIDE OF A HILL WHICH SLOPES TO THE NORTH,
 LG0143'0.1 MILE SOUTH OF A FARMHOUSE WHICH IS ON THE EAST SIDE OF THE
 LG0143'HIGHWAY, 31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 LG0143'SOUTH OF A FENCE CORNER, 1.3 FEET WEST OF A FENCE, 1.5 FEET
 LG0143'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LG0143'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- 0.2 MILE SOUTH
 LG0143'OF CORNER SECS. 25, 26, 35, AND 36, T12N, R11E.
 LG0143
 LG0143                          STATION RECOVERY (1964)
 LG0143
 LG0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0479 ***********************************************************************
 NM0479  DESIGNATION -  R 278
 NM0479  PID         -  NM0479
 NM0479  STATE/COUNTY-  NE/DAKOTA
 NM0479  USGS QUAD   -  HOMER (1976)
 NM0479
 NM0479                         *CURRENT SURVEY CONTROL
 NM0479  ___________________________________________________________________
 NM0479* NAD 83(1986)-  42 18 11.     (N)    096 23 48.     (W)     SCALED    
 NM0479* NAVD 88     -       329.984  (meters)    1082.62   (feet)  ADJUSTED  
 NM0479  ___________________________________________________________________
 NM0479  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 NM0479  DYNAMIC HT  -         329.877 (meters)    1082.27  (feet)  COMP
 NM0479  MODELED GRAV-     980,286.5   (mgal)                       NAVD 88
 NM0479
 NM0479  VERT ORDER  -  SECOND    CLASS 0
 NM0479
 NM0479.The horizontal coordinates were scaled from a topographic map and have
 NM0479.an estimated accuracy of +/- 6 seconds.
 NM0479
 NM0479.The orthometric height was determined by differential leveling
 NM0479.and adjusted by the National Geodetic Survey in June 1991..
 NM0479
 NM0479.The geoid height was determined by GEOID03.
 NM0479
 NM0479.The dynamic height is computed by dividing the NAVD 88
 NM0479.geopotential number by the normal gravity value computed on the
 NM0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0479.degrees latitude (g = 980.6199 gals.).
 NM0479
 NM0479.The modeled gravity was interpolated from observed gravity values.
 NM0479
 NM0479;                    North         East    Units  Estimated Accuracy
 NM0479;SPC NE       -   280,400.      796,960.      MT  (+/- 180 meters Scaled)
 NM0479
 NM0479                          SUPERSEDED SURVEY CONTROL
 NM0479
 NM0479  NGVD 29 (??/??/92)  329.828  (m)         1082.11   (f) ADJ UNCH    2 0
 NM0479
 NM0479.Superseded values are not recommended for survey control.
 NM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0479.See file dsdata.txt to determine how the superseded data were derived.
 NM0479
 NM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM145867(NAD 83)
 NM0479_MARKER: DB = BENCH MARK DISK
 NM0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0479_STAMPING: R 278 1949
 NM0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0479+STABILITY: SURFACE MOTION
 NM0479
 NM0479  HISTORY     - Date     Condition        Report By
 NM0479  HISTORY     - 1949     MONUMENTED       CGS
 NM0479
 NM0479                          STATION DESCRIPTION
 NM0479
 NM0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0479'5.6 MI E FROM HOMER.
 NM0479'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT HOMER,
 NM0479'THENCE 3.3 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE
 NM0479'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILES EAST ALONG
 NM0479'A GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD,
 NM0479'THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.15 MILE SOUTH
 NM0479'ALONG A DIRT ROAD, AT A VACANT FARMHOUSE WHICH IS ON THE DIAMOND
 NM0479'A CATTLE RANCH, 53.5 FEET WEST OF THE SOUTHWEST CORNER OF THE
 NM0479'HOUSE, 22 FEET EAST OF THE CENTER LINE OF THE ROAD, 63.0 FEET
 NM0479'NORTH OF THE CENTER OF A WOODEN GATE, 1.7 FEET WEST OF A FENCE,
 NM0479'1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A 6 FOOT
 NM0479'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0396 ***********************************************************************
 LH0396  DESIGNATION -  R 279
 LH0396  PID         -  LH0396
 LH0396  STATE/COUNTY-  NE/HALL
 LH0396  USGS QUAD   -  SHELTON (1974)
 LH0396
 LH0396                         *CURRENT SURVEY CONTROL
 LH0396  ___________________________________________________________________
 LH0396* NAD 83(1986)-  40 48 01.     (N)    098 39 51.     (W)     SCALED    
 LH0396* NAVD 88     -       606.728  (meters)    1990.57   (feet)  ADJUSTED  
 LH0396  ___________________________________________________________________
 LH0396  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 LH0396  DYNAMIC HT  -         606.395 (meters)    1989.48  (feet)  COMP
 LH0396  MODELED GRAV-     980,057.0   (mgal)                       NAVD 88
 LH0396
 LH0396  VERT ORDER  -  FIRST     CLASS II
 LH0396
 LH0396.The horizontal coordinates were scaled from a topographic map and have
 LH0396.an estimated accuracy of +/- 6 seconds.
 LH0396
 LH0396.The orthometric height was determined by differential leveling
 LH0396.and adjusted by the National Geodetic Survey in May 1993..
 LH0396
 LH0396.The geoid height was determined by GEOID03.
 LH0396
 LH0396.The dynamic height is computed by dividing the NAVD 88
 LH0396.geopotential number by the normal gravity value computed on the
 LH0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0396.degrees latitude (g = 980.6199 gals.).
 LH0396
 LH0396.The modeled gravity was interpolated from observed gravity values.
 LH0396
 LH0396;                    North         East    Units  Estimated Accuracy
 LH0396;SPC NE       -   108,230.      612,700.      MT  (+/- 180 meters Scaled)
 LH0396
 LH0396                          SUPERSEDED SURVEY CONTROL
 LH0396
 LH0396  NAVD 88 (06/15/91)  606.725  (m)         1990.56   (f) UNKNOWN     1 2
 LH0396  NGVD 29 (02/14/92)  606.470  (m)         1989.73   (f) ADJUSTED    1 2
 LH0396
 LH0396.Superseded values are not recommended for survey control.
 LH0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0396.See file dsdata.txt to determine how the superseded data were derived.
 LH0396
 LH0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL283166(NAD 83)
 LH0396_MARKER: DB = BENCH MARK DISK
 LH0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0396_SP_SET: CONCRETE POST
 LH0396_STAMPING: R 279 1949
 LH0396_MARK LOGO: CGS   
 LH0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0396+STABILITY: SURFACE MOTION
 LH0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0396+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH0396
 LH0396  HISTORY     - Date     Condition        Report By
 LH0396  HISTORY     - 1949     MONUMENTED       CGS
 LH0396  HISTORY     - 19910924 GOOD             NGS
 LH0396
 LH0396                          STATION DESCRIPTION
 LH0396
 LH0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0396'3.6 MI SW FROM WOOD RIVER.
 LH0396'3.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0396'STATION AT WOOD RIVER, AT A ROAD CROSSING, 3 POLES NORTHEAST
 LH0396'OF MILEPOST 166, 126 FEET NORTH OF THE EXTENDED CENTER LINE OF
 LH0396'ROAD LEADING EAST FROM A T-JUNCTION OF ROADS, 57 FEET WEST OF
 LH0396'THE CENTER LINE OF A NORTH-SOUTH ROAD, 46.0 FEET SOUTHEAST
 LH0396'OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 28.0 FEET SOUTHWEST
 LH0396'OF A FENCE CORNER POST, 2.0 FEET SOUTHWEST OF A REFERENCE POST,
 LH0396'1.5 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE, AND SET IN THE
 LH0396'TOP OF A 5-FOOT CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 LH0396'THE GROUND.
 LH0396
 LH0396                          STATION RECOVERY (1991)
 LH0396
 LH0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0396'27.2 KM (16.90 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0396'OF U.S. HIGHWAY 281 IN GRAND ISLAND, 57.5 M (188.6 FT) SOUTHEAST OF
 LH0396'THE HIGHWAY CENTERLINE, 16.9 M (55.4 FT) WEST OF THE CENTER OF A
 LH0396'GRAVELED ROAD, 14.2 M (46.6 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LH0396'UNION PACIFIC RAILROAD, 11.4 M (37.4 FT) NORTH-NORTHWEST OF A UTILITY
 LH0396'POLE WITH A GUY CABLE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACK,
 LH0396'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 LH0396'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0142 ***********************************************************************
 MM0142  DESIGNATION -  R 28
 MM0142  PID         -  MM0142
 MM0142  STATE/COUNTY-  NE/LINCOLN
 MM0142  USGS QUAD   -  MAXWELL SW (1983)
 MM0142
 MM0142                         *CURRENT SURVEY CONTROL
 MM0142  ___________________________________________________________________
 MM0142* NAD 83(1986)-  41 03 56.     (N)    100 42 15.     (W)     SCALED    
 MM0142* NAVD 88     -       882.775  (meters)    2896.24   (feet)  ADJUSTED  
 MM0142  ___________________________________________________________________
 MM0142  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 MM0142  DYNAMIC HT  -         882.242 (meters)    2894.49  (feet)  COMP
 MM0142  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 MM0142
 MM0142  VERT ORDER  -  SECOND    CLASS 0
 MM0142
 MM0142.The horizontal coordinates were scaled from a topographic map and have
 MM0142.an estimated accuracy of +/- 6 seconds.
 MM0142
 MM0142.The orthometric height was determined by differential leveling
 MM0142.and adjusted by the National Geodetic Survey in June 1994..
 MM0142
 MM0142.The geoid height was determined by GEOID03.
 MM0142
 MM0142.The dynamic height is computed by dividing the NAVD 88
 MM0142.geopotential number by the normal gravity value computed on the
 MM0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0142.degrees latitude (g = 980.6199 gals.).
 MM0142
 MM0142.The modeled gravity was interpolated from observed gravity values.
 MM0142
 MM0142;                    North         East    Units  Estimated Accuracy
 MM0142;SPC NE       -   137,050.      440,830.      MT  (+/- 180 meters Scaled)
 MM0142
 MM0142                          SUPERSEDED SURVEY CONTROL
 MM0142
 MM0142  NAVD 88 (06/15/91)  882.769  (m)         2896.22   (f) UNKNOWN     2 0
 MM0142  NGVD 29 (??/??/92)  882.407  (m)         2895.03   (f) ADJ UNCH    2 0
 MM0142
 MM0142.Superseded values are not recommended for survey control.
 MM0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0142.See file dsdata.txt to determine how the superseded data were derived.
 MM0142
 MM0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL568474(NAD 83)
 MM0142_MARKER: DB = BENCH MARK DISK
 MM0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0142_STAMPING: R 28 1934
 MM0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0142+STABILITY: SURFACE MOTION
 MM0142
 MM0142  HISTORY     - Date     Condition        Report By
 MM0142  HISTORY     - 1934     MONUMENTED       CGS
 MM0142
 MM0142                          STATION DESCRIPTION
 MM0142
 MM0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0142'8.3 MI S FROM NORTH PLATTE.
 MM0142'8.3 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM NORTH PLATTE, LINCOLN
 MM0142'COUNTY, AT THE TOP OF THE WEST SLOPE OF A SMALL VALLEY, 88 FEET
 MM0142'NORTH OF A V-FENCE CORNER, 36 FEET EAST OF THE CENTERLINE OF THE
 MM0142'HIGHWAY, AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MM0142'DISK, STAMPED R 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0836 ***********************************************************************
 MK0836  DESIGNATION -  R 280
 MK0836  PID         -  MK0836
 MK0836  STATE/COUNTY-  NE/SARPY
 MK0836  USGS QUAD   -  CEDAR CREEK (1983)
 MK0836
 MK0836                         *CURRENT SURVEY CONTROL
 MK0836  ___________________________________________________________________
 MK0836* NAD 83(1986)-  41 04 40.     (N)    096 03 59.     (W)     SCALED    
 MK0836* NAVD 88     -       348.717  (meters)    1144.08   (feet)  ADJUSTED  
 MK0836  ___________________________________________________________________
 MK0836  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 MK0836  DYNAMIC HT  -         348.577 (meters)    1143.62  (feet)  COMP
 MK0836  MODELED GRAV-     980,211.6   (mgal)                       NAVD 88
 MK0836
 MK0836  VERT ORDER  -  SECOND    CLASS 0
 MK0836
 MK0836.The horizontal coordinates were scaled from a topographic map and have
 MK0836.an estimated accuracy of +/- 6 seconds.
 MK0836
 MK0836.The orthometric height was determined by differential leveling
 MK0836.and adjusted by the National Geodetic Survey in June 1991..
 MK0836
 MK0836.The geoid height was determined by GEOID03.
 MK0836
 MK0836.The dynamic height is computed by dividing the NAVD 88
 MK0836.geopotential number by the normal gravity value computed on the
 MK0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0836.degrees latitude (g = 980.6199 gals.).
 MK0836
 MK0836.The modeled gravity was interpolated from observed gravity values.
 MK0836
 MK0836;                    North         East    Units  Estimated Accuracy
 MK0836;SPC NE       -   145,680.      830,350.      MT  (+/- 180 meters Scaled)
 MK0836
 MK0836                          SUPERSEDED SURVEY CONTROL
 MK0836
 MK0836  NGVD 29 (??/??/92)  348.619  (m)         1143.76   (f) ADJ UNCH    2 0
 MK0836
 MK0836.Superseded values are not recommended for survey control.
 MK0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0836.See file dsdata.txt to determine how the superseded data were derived.
 MK0836
 MK0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL464515(NAD 83)
 MK0836_MARKER: DB = BENCH MARK DISK
 MK0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0836_STAMPING: R 280 1950
 MK0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0836+STABILITY: SURFACE MOTION
 MK0836
 MK0836  HISTORY     - Date     Condition        Report By
 MK0836  HISTORY     - 1950     MONUMENTED       CGS
 MK0836
 MK0836                          STATION DESCRIPTION
 MK0836
 MK0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0836'3.1 MI SE FROM RICHFIELD.
 MK0836'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0836'RICHFIELD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 MK0836'1.7 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.8 MILE EAST ALONG
 MK0836'A GRAVELED ROAD, AT A ROAD INTERSECTION, AT THE TOP OF A HILL,
 MK0836'67 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 MK0836'40 FEET SOUTH OF A FENCE CORNER, 29 FEET EAST OF THE CENTER
 MK0836'LINE OF A NORTH AND SOUTH ROAD, 1 FOOT WEST OF A FENCE, 2 FEET
 MK0836'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK0836'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0414 ***********************************************************************
 ML0414  DESIGNATION -  R 281
 ML0414  PID         -  ML0414
 ML0414  STATE/COUNTY-  NE/HOWARD
 ML0414  USGS QUAD   -  FARWELL (1978)
 ML0414
 ML0414                         *CURRENT SURVEY CONTROL
 ML0414  ___________________________________________________________________
 ML0414* NAD 83(1986)-  41 09 46.     (N)    098 40 18.     (W)     SCALED    
 ML0414* NAVD 88     -       610.912  (meters)    2004.30   (feet)  ADJUSTED  
 ML0414  ___________________________________________________________________
 ML0414  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 ML0414  DYNAMIC HT  -         610.602 (meters)    2003.28  (feet)  COMP
 ML0414  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 ML0414
 ML0414  VERT ORDER  -  SECOND    CLASS 0
 ML0414
 ML0414.The horizontal coordinates were scaled from a topographic map and have
 ML0414.an estimated accuracy of +/- 6 seconds.
 ML0414
 ML0414.The orthometric height was determined by differential leveling
 ML0414.and adjusted by the National Geodetic Survey in June 1991..
 ML0414
 ML0414.The geoid height was determined by GEOID03.
 ML0414
 ML0414.The dynamic height is computed by dividing the NAVD 88
 ML0414.geopotential number by the normal gravity value computed on the
 ML0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0414.degrees latitude (g = 980.6199 gals.).
 ML0414
 ML0414.The modeled gravity was interpolated from observed gravity values.
 ML0414
 ML0414;                    North         East    Units  Estimated Accuracy
 ML0414;SPC NE       -   148,460.      611,440.      MT  (+/- 180 meters Scaled)
 ML0414
 ML0414                          SUPERSEDED SURVEY CONTROL
 ML0414
 ML0414  NGVD 29 (??/??/92)  610.668  (m)         2003.50   (f) ADJ UNCH    2 0
 ML0414
 ML0414.Superseded values are not recommended for survey control.
 ML0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0414.See file dsdata.txt to determine how the superseded data were derived.
 ML0414
 ML0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL275568(NAD 83)
 ML0414_MARKER: DB = BENCH MARK DISK
 ML0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0414_STAMPING: R 281 1949
 ML0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0414+STABILITY: SURFACE MOTION
 ML0414
 ML0414  HISTORY     - Date     Condition        Report By
 ML0414  HISTORY     - 1949     MONUMENTED       CGS
 ML0414
 ML0414                          STATION DESCRIPTION
 ML0414
 ML0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0414'5.1 MI W FROM NYSTED.
 ML0414'1.9 MILES NORTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0414'AT NYSTED, THENCE 3.2 MILES WEST ALONG A COUNTY ROAD, AT THE
 ML0414'SOUTHWEST CORNER OF SECTION 23, T. 14 N., R. 12 W., IN THE
 ML0414'NORTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 192 FEET NORTH
 ML0414'OF THE CENTER LINE OF THE EAST-WEST ROAD, 31 FEET EAST OF THE
 ML0414'CENTER LINE OF THE NORTH-SOUTH ROAD, 14.5 FEET SOUTH OF THE
 ML0414'CENTER LINE OF A GATE AT THE WEST ENTRANCE TO THE KELSO CEMETERY,
 ML0414'1.6 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 ML0414'AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0475 ***********************************************************************
 ML0475  DESIGNATION -  R 282
 ML0475  PID         -  ML0475
 ML0475  STATE/COUNTY-  NE/HOWARD
 ML0475  USGS QUAD   -  ST PAUL SW (1961)
 ML0475
 ML0475                         *CURRENT SURVEY CONTROL
 ML0475  ___________________________________________________________________
 ML0475* NAD 83(1986)-  41 02 48.     (N)    098 29 56.     (W)     SCALED    
 ML0475* NAVD 88     -       587.162  (meters)    1926.38   (feet)  ADJUSTED  
 ML0475  ___________________________________________________________________
 ML0475  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 ML0475  DYNAMIC HT  -         586.864 (meters)    1925.40  (feet)  COMP
 ML0475  MODELED GRAV-     980,097.3   (mgal)                       NAVD 88
 ML0475
 ML0475  VERT ORDER  -  SECOND    CLASS 0
 ML0475
 ML0475.The horizontal coordinates were scaled from a topographic map and have
 ML0475.an estimated accuracy of +/- 6 seconds.
 ML0475
 ML0475.The orthometric height was determined by differential leveling
 ML0475.and adjusted by the National Geodetic Survey in June 1991..
 ML0475
 ML0475.The geoid height was determined by GEOID03.
 ML0475
 ML0475.The dynamic height is computed by dividing the NAVD 88
 ML0475.geopotential number by the normal gravity value computed on the
 ML0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0475.degrees latitude (g = 980.6199 gals.).
 ML0475
 ML0475.The modeled gravity was interpolated from observed gravity values.
 ML0475
 ML0475;                    North         East    Units  Estimated Accuracy
 ML0475;SPC NE       -   135,810.      626,160.      MT  (+/- 180 meters Scaled)
 ML0475
 ML0475                          SUPERSEDED SURVEY CONTROL
 ML0475
 ML0475  NGVD 29 (??/??/92)  586.920  (m)         1925.59   (f) ADJ UNCH    2 0
 ML0475
 ML0475.Superseded values are not recommended for survey control.
 ML0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0475.See file dsdata.txt to determine how the superseded data were derived.
 ML0475
 ML0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL421440(NAD 83)
 ML0475_MARKER: DB = BENCH MARK DISK
 ML0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0475_STAMPING: R 282 1949
 ML0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0475+STABILITY: SURFACE MOTION
 ML0475
 ML0475  HISTORY     - Date     Condition        Report By
 ML0475  HISTORY     - 1949     MONUMENTED       CGS
 ML0475
 ML0475                          STATION DESCRIPTION
 ML0475
 ML0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0475'6.9 MI SE FROM DANNEBROG.
 ML0475'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0475'STATION AT DANNEBROG, THENCE 1.6 MILES SOUTHEAST ALONG STATE
 ML0475'HIGHWAY NO. 58, THENCE 4.0 MILES SOUTH ALONG A COUNTY ROAD,
 ML0475'THENCE 0.3 MILE EAST ALONG A COUNTY ROAD, THENCE 0.7 MILE EAST
 ML0475'ALONG A SECTION LINE ROAD, AT THE SOUTHEAST CORNER OF SECTION
 ML0475'31, T. 13 N., R. 10 W., AT A T-JUNCTION OF SECTION LINE ROADS,
 ML0475'46 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 29 FEET
 ML0475'WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 21 FEET NORTH
 ML0475'OF A CORNER FENCE POST, 1.2 FEET EAST OF A FENCE, 1.3 FEET SOUTH
 ML0475'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 ML0475'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0401 ***********************************************************************
 ML0401  DESIGNATION -  R 283
 ML0401  PID         -  ML0401
 ML0401  STATE/COUNTY-  NE/SHERMAN
 ML0401  USGS QUAD   -  ASHTON (1954)
 ML0401
 ML0401                         *CURRENT SURVEY CONTROL
 ML0401  ___________________________________________________________________
 ML0401* NAD 83(1986)-  41 13 36.     (N)    098 47 05.     (W)     SCALED    
 ML0401* NAVD 88     -       640.295  (meters)    2100.70   (feet)  ADJUSTED  
 ML0401  ___________________________________________________________________
 ML0401  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ML0401  DYNAMIC HT  -         639.967 (meters)    2099.63  (feet)  COMP
 ML0401  MODELED GRAV-     980,090.0   (mgal)                       NAVD 88
 ML0401
 ML0401  VERT ORDER  -  SECOND    CLASS 0
 ML0401
 ML0401.The horizontal coordinates were scaled from a topographic map and have
 ML0401.an estimated accuracy of +/- 6 seconds.
 ML0401
 ML0401.The orthometric height was determined by differential leveling
 ML0401.and adjusted by the National Geodetic Survey in June 1991..
 ML0401
 ML0401.The geoid height was determined by GEOID03.
 ML0401
 ML0401.The dynamic height is computed by dividing the NAVD 88
 ML0401.geopotential number by the normal gravity value computed on the
 ML0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0401.degrees latitude (g = 980.6199 gals.).
 ML0401
 ML0401.The modeled gravity was interpolated from observed gravity values.
 ML0401
 ML0401;                    North         East    Units  Estimated Accuracy
 ML0401;SPC NE       -   155,410.      601,860.      MT  (+/- 180 meters Scaled)
 ML0401
 ML0401                          SUPERSEDED SURVEY CONTROL
 ML0401
 ML0401  NGVD 29 (??/??/92)  640.047  (m)         2099.89   (f) ADJ UNCH    2 0
 ML0401
 ML0401.Superseded values are not recommended for survey control.
 ML0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0401.See file dsdata.txt to determine how the superseded data were derived.
 ML0401
 ML0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL180639(NAD 83)
 ML0401_MARKER: DB = BENCH MARK DISK
 ML0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0401_STAMPING: R 283 1949
 ML0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0401+STABILITY: SURFACE MOTION
 ML0401
 ML0401  HISTORY     - Date     Condition        Report By
 ML0401  HISTORY     - 1949     MONUMENTED       CGS
 ML0401
 ML0401                          STATION DESCRIPTION
 ML0401
 ML0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0401'1.9 MI S FROM ASHTON.
 ML0401'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 ML0401'ASHTON, THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE 0.6
 ML0401'MILE SOUTH ALONG A COUNTY ROAD, 0.4 MILE NORTH OF THE SOUTHWEST
 ML0401'CORNER OF SECTION 35, T. 15 N., R. 13 W., AT THE TOP OF A
 ML0401'HILL, ABOUT 0.1 MILE SOUTH OF A CONCRETE BLOCK FARMHOUSE, 26
 ML0401'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET EAST OF A
 ML0401'FENCE, 2 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP
 ML0401'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 ML0401'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0472 ***********************************************************************
 ML0472  DESIGNATION -  R 284
 ML0472  PID         -  ML0472
 ML0472  STATE/COUNTY-  NE/HALL
 ML0472  USGS QUAD   -  DANNEBROG (1974)
 ML0472
 ML0472                         *CURRENT SURVEY CONTROL
 ML0472  ___________________________________________________________________
 ML0472* NAD 83(1986)-  41 01 57.     (N)    098 36 25.     (W)     SCALED    
 ML0472* NAVD 88     -       605.365  (meters)    1986.10   (feet)  ADJUSTED  
 ML0472  ___________________________________________________________________
 ML0472  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 ML0472  DYNAMIC HT  -         605.056 (meters)    1985.09  (feet)  COMP
 ML0472  MODELED GRAV-     980,093.2   (mgal)                       NAVD 88
 ML0472
 ML0472  VERT ORDER  -  SECOND    CLASS 0
 ML0472
 ML0472.The horizontal coordinates were scaled from a topographic map and have
 ML0472.an estimated accuracy of +/- 6 seconds.
 ML0472
 ML0472.The orthometric height was determined by differential leveling
 ML0472.and adjusted by the National Geodetic Survey in June 1991..
 ML0472
 ML0472.The geoid height was determined by GEOID03.
 ML0472
 ML0472.The dynamic height is computed by dividing the NAVD 88
 ML0472.geopotential number by the normal gravity value computed on the
 ML0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0472.degrees latitude (g = 980.6199 gals.).
 ML0472
 ML0472.The modeled gravity was interpolated from observed gravity values.
 ML0472
 ML0472;                    North         East    Units  Estimated Accuracy
 ML0472;SPC NE       -   134,080.      617,110.      MT  (+/- 180 meters Scaled)
 ML0472
 ML0472                          SUPERSEDED SURVEY CONTROL
 ML0472
 ML0472  NGVD 29 (??/??/92)  605.124  (m)         1985.31   (f) ADJ UNCH    2 0
 ML0472
 ML0472.Superseded values are not recommended for survey control.
 ML0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0472.See file dsdata.txt to determine how the superseded data were derived.
 ML0472
 ML0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL330424(NAD 83)
 ML0472_MARKER: DB = BENCH MARK DISK
 ML0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0472_STAMPING: R 284 1949
 ML0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0472+STABILITY: SURFACE MOTION
 ML0472
 ML0472  HISTORY     - Date     Condition        Report By
 ML0472  HISTORY     - 1949     MONUMENTED       CGS
 ML0472
 ML0472                          STATION DESCRIPTION
 ML0472
 ML0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0472'2.1 MI N FROM CAIRO.
 ML0472'2.1 MILES NORTH ALONG STATE HIGHWAY NO. 60 FROM THE JUNCTION OF
 ML0472'STATE HIGHWAY NO. 60 WITH STATE HIGHWAY NO. 2 AT CAIRO, AT THE
 ML0472'NORTHWEST CORNER OF SECTION 7, T. 12 N., R. 11 W., IN THE SOUTHEAST
 ML0472'QUARTER OF A ROAD CROSSING, 78 FEET EAST OF THE CENTER LINE OF
 ML0472'THE HIGHWAY, 44 FEET EAST OF A CORNER FENCE POST, 28 FEET SOUTH
 ML0472'OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.2 FEET NORTH OF A
 ML0472'FENCE, 1.1 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF
 ML0472'A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 ML0472'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS LOCATED 1.2 MILES
 ML0472'SOUTH OF BENCH MARK D 282.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0399 ***********************************************************************
 ML0399  DESIGNATION -  R 285
 ML0399  PID         -  ML0399
 ML0399  STATE/COUNTY-  NE/SHERMAN
 ML0399  USGS QUAD   -  ASHTON (1954)
 ML0399
 ML0399                         *CURRENT SURVEY CONTROL
 ML0399  ___________________________________________________________________
 ML0399* NAD 83(1986)-  41 11 32.     (N)    098 50 32.     (W)     SCALED    
 ML0399* NAVD 88     -       664.945  (meters)    2181.57   (feet)  ADJUSTED  
 ML0399  ___________________________________________________________________
 ML0399  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 ML0399  DYNAMIC HT  -         664.607 (meters)    2180.46  (feet)  COMP
 ML0399  MODELED GRAV-     980,092.4   (mgal)                       NAVD 88
 ML0399
 ML0399  VERT ORDER  -  SECOND    CLASS 0
 ML0399
 ML0399.The horizontal coordinates were scaled from a topographic map and have
 ML0399.an estimated accuracy of +/- 6 seconds.
 ML0399
 ML0399.The orthometric height was determined by differential leveling
 ML0399.and adjusted by the National Geodetic Survey in June 1991..
 ML0399
 ML0399.The geoid height was determined by GEOID03.
 ML0399
 ML0399.The dynamic height is computed by dividing the NAVD 88
 ML0399.geopotential number by the normal gravity value computed on the
 ML0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0399.degrees latitude (g = 980.6199 gals.).
 ML0399
 ML0399.The modeled gravity was interpolated from observed gravity values.
 ML0399
 ML0399;                    North         East    Units  Estimated Accuracy
 ML0399;SPC NE       -   151,520.      597,090.      MT  (+/- 180 meters Scaled)
 ML0399
 ML0399                          SUPERSEDED SURVEY CONTROL
 ML0399
 ML0399  NGVD 29 (??/??/92)  664.705  (m)         2180.79   (f) ADJ UNCH    2 0
 ML0399
 ML0399.Superseded values are not recommended for survey control.
 ML0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0399.See file dsdata.txt to determine how the superseded data were derived.
 ML0399
 ML0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL132601(NAD 83)
 ML0399_MARKER: DB = BENCH MARK DISK
 ML0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0399_STAMPING: R 285 1949
 ML0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0399+STABILITY: SURFACE MOTION
 ML0399
 ML0399  HISTORY     - Date     Condition        Report By
 ML0399  HISTORY     - 1949     MONUMENTED       CGS
 ML0399
 ML0399                          STATION DESCRIPTION
 ML0399
 ML0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0399'7.3 MI S FROM ASHTON.
 ML0399'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 ML0399'ASHTON, THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE 3.0
 ML0399'MILES SOUTH ALONG A COUNTY ROAD, THENCE 3.0 MILES WEST ALONG A
 ML0399'COUNTY ROAD, AT THE NORTHWEST CORNER OF SECTION 17, T. 14 N.,
 ML0399'R 13 W., AT A T-JUNCTION OF ROADS, ON THE SIDE OF A HILL SLOPING
 ML0399'DOWN AND TO THE SOUTH, 67 FEET SOUTH OF THE CENTER LINE OF THE
 ML0399'EAST-WEST ROAD, 32 FEET EAST OF THE CENTER LINE OF THE SIDE
 ML0399'ROAD LEADING SOUTH, 19 FEET SOUTH OF THE CENTER LINE OF A GATE,
 ML0399'1 FOOT WEST OF A FENCE, 1.8 FEET NORTH OF A REFERENCE POST,
 ML0399'SET IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND
 ML0399'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0095 ***********************************************************************
 LH0095  DESIGNATION -  R 286
 LH0095  PID         -  LH0095
 LH0095  STATE/COUNTY-  NE/HALL
 LH0095  USGS QUAD   -  ALDA (1993)
 LH0095
 LH0095                         *CURRENT SURVEY CONTROL
 LH0095  ___________________________________________________________________
 LH0095* NAD 83(1986)-  40 50 18.     (N)    098 29 35.     (W)     SCALED    
 LH0095* NAVD 88     -       587.838  (meters)    1928.60   (feet)  ADJUSTED  
 LH0095  ___________________________________________________________________
 LH0095  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 LH0095  DYNAMIC HT  -         587.524 (meters)    1927.57  (feet)  COMP
 LH0095  MODELED GRAV-     980,071.1   (mgal)                       NAVD 88
 LH0095
 LH0095  VERT ORDER  -  SECOND    CLASS 0
 LH0095
 LH0095.The horizontal coordinates were scaled from a topographic map and have
 LH0095.an estimated accuracy of +/- 6 seconds.
 LH0095
 LH0095.The orthometric height was determined by differential leveling
 LH0095.and adjusted by the National Geodetic Survey in June 1991..
 LH0095
 LH0095.The geoid height was determined by GEOID03.
 LH0095
 LH0095.The dynamic height is computed by dividing the NAVD 88
 LH0095.geopotential number by the normal gravity value computed on the
 LH0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0095.degrees latitude (g = 980.6199 gals.).
 LH0095
 LH0095.The modeled gravity was interpolated from observed gravity values.
 LH0095
 LH0095;                    North         East    Units  Estimated Accuracy
 LH0095;SPC NE       -   112,690.      627,060.      MT  (+/- 180 meters Scaled)
 LH0095
 LH0095                          SUPERSEDED SURVEY CONTROL
 LH0095
 LH0095  NGVD 29 (??/??/92)  587.591  (m)         1927.79   (f) ADJ UNCH    2 0
 LH0095
 LH0095.Superseded values are not recommended for survey control.
 LH0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0095.See file dsdata.txt to determine how the superseded data were derived.
 LH0095
 LH0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL427209(NAD 83)
 LH0095_MARKER: DB = BENCH MARK DISK
 LH0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0095_SP_SET: BRIDGE ABUTMENT
 LH0095_STAMPING: R 286 1949
 LH0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0095
 LH0095  HISTORY     - Date     Condition        Report By
 LH0095  HISTORY     - 1949     MONUMENTED       CGS
 LH0095  HISTORY     - 1990     GOOD             USPSQD
 LH0095
 LH0095                          STATION DESCRIPTION
 LH0095
 LH0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0095'2 MI SW FROM ALDA.
 LH0095'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION
 LH0095'PACIFIC RAILROAD STATION AT ALDA, THENCE 0.8 MILE SOUTH ALONG
 LH0095'A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD,
 LH0095'THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, SET IN THE TOP OF THE
 LH0095'WEST WINGWALL OF THE NORTH ABUTMENT OF THE BRIDGE OVER WOOD
 LH0095'RIVER, 11 FEET WEST OF THE CENTER LINE OF THE ROAD, 7.8 FEET
 LH0095'SOUTHEAST OF THE NORTHWEST END OF THE WINGWALL, 2.9 FEET NORTHWEST
 LH0095'OF THE NORTH END OF THE WEST BANISTER OF THE BRIDGE, AND ABOUT
 LH0095'LEVEL WITH THE ROAD.
 LH0095
 LH0095                          STATION RECOVERY (1990)
 LH0095
 LH0095'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0494 ***********************************************************************
 LH0494  DESIGNATION -  R 287
 LH0494  PID         -  LH0494
 LH0494  STATE/COUNTY-  NE/HALL
 LH0494  USGS QUAD   -  WOOD RIVER (1993)
 LH0494
 LH0494                         *CURRENT SURVEY CONTROL
 LH0494  ___________________________________________________________________
 LH0494* NAD 83(1995)-  40 45 34.05401(N)    098 35 16.41652(W)     ADJUSTED  
 LH0494* NAVD 88     -       597.498  (meters)    1960.29   (feet)  ADJUSTED  
 LH0494  ___________________________________________________________________
 LH0494  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LH0494  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 LH0494  DYNAMIC HT  -         597.171 (meters)    1959.22  (feet)  COMP
 LH0494  MODELED GRAV-     980,057.6   (mgal)                       NAVD 88
 LH0494
 LH0494  HORZ ORDER  -  SECOND
 LH0494  VERT ORDER  -  SECOND    CLASS 0
 LH0494
 LH0494.The horizontal coordinates were established by classical geodetic methods
 LH0494.and adjusted by the National Geodetic Survey in August 1997..
 LH0494
 LH0494.The orthometric height was determined by differential leveling
 LH0494.and adjusted by the National Geodetic Survey in June 1991..
 LH0494
 LH0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0494
 LH0494.The geoid height was determined by GEOID03.
 LH0494
 LH0494.The dynamic height is computed by dividing the NAVD 88
 LH0494.geopotential number by the normal gravity value computed on the
 LH0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0494.degrees latitude (g = 980.6199 gals.).
 LH0494
 LH0494.The modeled gravity was interpolated from observed gravity values.
 LH0494
 LH0494;                    North         East     Units Scale Factor Converg.
 LH0494;SPC NE       -   103,799.500   619,202.747   MT  0.99974278   +0 56 08.9
 LH0494;UTM  14      - 4,512,137.011   534,784.529   MT  0.99961489   +0 16 08.6
 LH0494
 LH0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0494!SPC NE       -   0.99991019  x   0.99974278  =   0.99965299
 LH0494!UTM  14      -   0.99991019  x   0.99961489  =   0.99952511
 LH0494
 LH0494                          SUPERSEDED SURVEY CONTROL
 LH0494
 LH0494  NAD 83(1986)-  40 45 34.06147(N)    098 35 16.41692(W) AD(       ) 2
 LH0494  NAD 27      -  40 45 34.01500(N)    098 35 15.18400(W) AD(       ) 2
 LH0494  NGVD 29 (??/??/92)  597.247  (m)         1959.47   (f) ADJ UNCH    2 0
 LH0494
 LH0494.Superseded values are not recommended for survey control.
 LH0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0494.See file dsdata.txt to determine how the superseded data were derived.
 LH0494
 LH0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL3478512137(NAD 83)
 LH0494_MARKER: DB = BENCH MARK DISK
 LH0494_SETTING: 0 = UNSPECIFIED SETTING
 LH0494_STAMPING: R 287 1949
 LH0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0494
 LH0494  HISTORY     - Date     Condition        Report By
 LH0494  HISTORY     - 1959     MONUMENTED       CGS
 LH0494  HISTORY     - 1959     GOOD             NGS
 LH0494  HISTORY     - 20020904 MARK NOT FOUND   NEDR
 LH0494
 LH0494                          STATION DESCRIPTION
 LH0494
 LH0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH0494'STATION IS 0.7 MILE NE ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0494'STATION IN WOOD RIVER, THENCE 4.55 MILES S ALONG A GRAVELED ROAD,
 LH0494'AT THE FARM HOME OF W.H. LAMBRECHT, 82 FEET E OF THE CENTER LINE
 LH0494'OF A N-S ROAD, 35.0 FEET E OF THE SOUTHWEST CORNER POST OF THE
 LH0494'YARD FENCE, 22 FEET N OF THE CENTER LINE OF THE PRIVATE DRIVEWAY,
 LH0494'21.0 FEET SW OF THE SOUTHWEST CORNER OF THE HOUSE AND 0.8 FOOT
 LH0494'S OF A FENCE.  IT IS A USC AND GS BENCH MARK DISK SET IN THE
 LH0494'TOP OF A 5.5-FOOT CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 LH0494'GROUND AND STAMPED R 287 1949.
 LH0494
 LH0494                          STATION RECOVERY (1959)
 LH0494
 LH0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LH0494'5.2 MI S FROM WOOD RIVER.
 LH0494'0.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0494'STATION AT WOOD RIVER, THENCE 4.55 MILES SOUTH ALONG A SURFACED
 LH0494'ROAD AT THE FARM HOME OF W.H. LAMBRECHT TO THE BENCH MARK AS
 LH0494'DESCRIBED ON LINE 5.--WOOD RIVER TO 6.4 MI. S. OF WOOD RIVER,
 LH0494'DENMAN, NEBRASKA AREA.
 LH0494
 LH0494                          STATION RECOVERY (2002)
 LH0494
 LH0494'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002 (DAK)
 LH0494'MARK NOT FOUND. PROPERTY OWNER STATED THAT MARK WAS REMOVED /
 LH0494'DESTROYED BACK AROUND 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0507 ***********************************************************************
 LH0507  DESIGNATION -  R 288
 LH0507  PID         -  LH0507
 LH0507  STATE/COUNTY-  NE/ADAMS
 LH0507  USGS QUAD   -  DENMAN (1993)
 LH0507
 LH0507                         *CURRENT SURVEY CONTROL
 LH0507  ___________________________________________________________________
 LH0507* NAD 83(1986)-  40 39 16.     (N)    098 43 25.     (W)     SCALED    
 LH0507* NAVD 88     -       620.056  (meters)    2034.30   (feet)  ADJUSTED  
 LH0507  ___________________________________________________________________
 LH0507  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 LH0507  DYNAMIC HT  -         619.708 (meters)    2033.16  (feet)  COMP
 LH0507  MODELED GRAV-     980,043.3   (mgal)                       NAVD 88
 LH0507
 LH0507  VERT ORDER  -  SECOND    CLASS 0
 LH0507
 LH0507.The horizontal coordinates were scaled from a topographic map and have
 LH0507.an estimated accuracy of +/- 6 seconds.
 LH0507
 LH0507.The orthometric height was determined by differential leveling
 LH0507.and adjusted by the National Geodetic Survey in June 1991..
 LH0507
 LH0507.The geoid height was determined by GEOID03.
 LH0507
 LH0507.The dynamic height is computed by dividing the NAVD 88
 LH0507.geopotential number by the normal gravity value computed on the
 LH0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0507.degrees latitude (g = 980.6199 gals.).
 LH0507
 LH0507.The modeled gravity was interpolated from observed gravity values.
 LH0507
 LH0507;                    North         East    Units  Estimated Accuracy
 LH0507;SPC NE       -    91,960.      607,920.      MT  (+/- 180 meters Scaled)
 LH0507
 LH0507                          SUPERSEDED SURVEY CONTROL
 LH0507
 LH0507  NGVD 29 (??/??/92)  619.804  (m)         2033.47   (f) ADJ UNCH    2 0
 LH0507
 LH0507.Superseded values are not recommended for survey control.
 LH0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0507.See file dsdata.txt to determine how the superseded data were derived.
 LH0507
 LH0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL233004(NAD 83)
 LH0507_MARKER: DB = BENCH MARK DISK
 LH0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0507_STAMPING: R 288 1949
 LH0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0507+STABILITY: SURFACE MOTION
 LH0507
 LH0507  HISTORY     - Date     Condition        Report By
 LH0507  HISTORY     - 1949     MONUMENTED       CGS
 LH0507
 LH0507                          STATION DESCRIPTION
 LH0507
 LH0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0507'3.1 MI S FROM DENMAN.
 LH0507'3.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0507'AT DENMAN, 128 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 LH0507'ROAD, 45 FEET EAST OF THE CENTER OF A WIRE GATE, 45 FEET SOUTH
 LH0507'OF THE CENTER LINE OF A TRAIL LEADING EAST, 6 FEET SOUTH OF
 LH0507'THE EXTENDED CENTER LIEN OF A T ROAD LEADING WEST, 1.2 FEET
 LH0507'NORTH OF A FENCE, 2.0 FEET WEST OF A REFERENCE POST, AND SET IN
 LH0507'THE TOP OF A 6-FOOT CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 LH0507'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0466 ***********************************************************************
 LH0466  DESIGNATION -  R 289 RESET
 LH0466  PID         -  LH0466
 LH0466  STATE/COUNTY-  NE/BUFFALO
 LH0466  USGS QUAD   -  NEWARK (1993)
 LH0466
 LH0466                         *CURRENT SURVEY CONTROL
 LH0466  ___________________________________________________________________
 LH0466* NAD 83(1986)-  40 42 50.     (N)    098 56 59.     (W)     SCALED    
 LH0466* NAVD 88     -       639.83   (meters)    2099.2    (feet)  RESET     
 LH0466  ___________________________________________________________________
 LH0466  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 LH0466
 LH0466  VERT ORDER  -  THIRD
 LH0466
 LH0466.The horizontal coordinates were scaled from a topographic map and have
 LH0466.an estimated accuracy of +/- 6 seconds.
 LH0466
 LH0466.The orthometric height was computed from unverified reset data.
 LH0466
 LH0466.The geoid height was determined by GEOID03.
 LH0466
 LH0466;                    North         East    Units  Estimated Accuracy
 LH0466;SPC NE       -    98,310.      588,720.      MT  (+/- 180 meters Scaled)
 LH0466
 LH0466                          SUPERSEDED SURVEY CONTROL
 LH0466
 LH0466.No superseded survey control is available for this station.
 LH0466
 LH0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL042069(NAD 83)
 LH0466_MARKER: DB = BENCH MARK DISK
 LH0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0466_STAMPING: R 289 RESET 1970
 LH0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0466+STABILITY: SURFACE MOTION
 LH0466
 LH0466  HISTORY     - Date     Condition        Report By
 LH0466  HISTORY     - 1970     MONUMENTED       NGS
 LH0466
 LH0466                          STATION DESCRIPTION
 LH0466
 LH0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LH0466'8.2 MI NE FROM KEARNEY.
 LH0466'ABOUT 7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE MONUMENT
 LH0466'AT THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 10 AT
 LH0466'KEARNEY, THENCE 0.75 MILES SOUTH ALONG A GRAVEL ROAD, 76.5 FEET
 LH0466'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 58 FEET NORTH
 LH0466'OF THE CENTER LINE OF THE EAST-WEST ROAD, ON THE WEST END OF A
 LH0466'SHELTER BELT, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LH0466'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0848 ***********************************************************************
 MK0848  DESIGNATION -  R 290
 MK0848  PID         -  MK0848
 MK0848  STATE/COUNTY-  NE/CASS
 MK0848  USGS QUAD   -  ASHLAND EAST (1983)
 MK0848
 MK0848                         *CURRENT SURVEY CONTROL
 MK0848  ___________________________________________________________________
 MK0848* NAD 83(1986)-  41 00 54.     (N)    096 18 32.     (W)     SCALED    
 MK0848* NAVD 88     -       338.844  (meters)    1111.69   (feet)  ADJUSTED  
 MK0848  ___________________________________________________________________
 MK0848  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 MK0848  DYNAMIC HT  -         338.705 (meters)    1111.23  (feet)  COMP
 MK0848  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 MK0848
 MK0848  VERT ORDER  -  SECOND    CLASS 0
 MK0848
 MK0848.The horizontal coordinates were scaled from a topographic map and have
 MK0848.an estimated accuracy of +/- 6 seconds.
 MK0848
 MK0848.The orthometric height was determined by differential leveling
 MK0848.and adjusted by the National Geodetic Survey in June 1991..
 MK0848
 MK0848.The geoid height was determined by GEOID03.
 MK0848
 MK0848.The dynamic height is computed by dividing the NAVD 88
 MK0848.geopotential number by the normal gravity value computed on the
 MK0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0848.degrees latitude (g = 980.6199 gals.).
 MK0848
 MK0848.The modeled gravity was interpolated from observed gravity values.
 MK0848
 MK0848;                    North         East    Units  Estimated Accuracy
 MK0848;SPC NE       -   137,820.      810,290.      MT  (+/- 180 meters Scaled)
 MK0848
 MK0848                          SUPERSEDED SURVEY CONTROL
 MK0848
 MK0848  NGVD 29 (??/??/92)  338.742  (m)         1111.36   (f) ADJ UNCH    2 0
 MK0848
 MK0848.Superseded values are not recommended for survey control.
 MK0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0848.See file dsdata.txt to determine how the superseded data were derived.
 MK0848
 MK0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL262439(NAD 83)
 MK0848_MARKER: DB = BENCH MARK DISK
 MK0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0848_STAMPING: R 290 1950
 MK0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0848+STABILITY: SURFACE MOTION
 MK0848
 MK0848  HISTORY     - Date     Condition        Report By
 MK0848  HISTORY     - 1950     MONUMENTED       CGS
 MK0848
 MK0848                          STATION DESCRIPTION
 MK0848
 MK0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0848'4.5 MI SE FROM ASHLAND.
 MK0848'0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE LINCOLN WATER
 MK0848'WORKS AT ASHLAND, THENCE 2.0 MILES SOUTHEAST ALONG A GRAVELED
 MK0848'ROAD, THENCE 2.2 MILES EAST ALONG A GRAVELED ROAD, 97 FEET
 MK0848'NORTHWEST OF THE NORTHWEST CORNER OF THE HAROLD BUELL FARMHOUSE,
 MK0848'73 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 19 FEET NORTHWEST
 MK0848'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 2 FEET SOUTH OF THE
 MK0848'SOUTHEAST CORNER OF A GARAGE, 1.4 FEET NORTH OF A WITNESS POST,
 MK0848'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MK0848'GROUND.  THIS MARK IS 1.0 MILE NORTHWEST OF BENCH MARK S 295.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0464 ***********************************************************************
 ML0464  DESIGNATION -  R 291
 ML0464  PID         -  ML0464
 ML0464  STATE/COUNTY-  NE/BUFFALO
 ML0464  USGS QUAD   -  RAVENNA (1953)
 ML0464
 ML0464                         *CURRENT SURVEY CONTROL
 ML0464  ___________________________________________________________________
 ML0464* NAD 83(1986)-  41 02 18.     (N)    098 59 33.     (W)     SCALED    
 ML0464* NAVD 88     -       620.916  (meters)    2037.12   (feet)  ADJUSTED  
 ML0464  ___________________________________________________________________
 ML0464  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 ML0464  DYNAMIC HT  -         620.587 (meters)    2036.04  (feet)  COMP
 ML0464  MODELED GRAV-     980,073.8   (mgal)                       NAVD 88
 ML0464
 ML0464  VERT ORDER  -  SECOND    CLASS 0
 ML0464
 ML0464.The horizontal coordinates were scaled from a topographic map and have
 ML0464.an estimated accuracy of +/- 6 seconds.
 ML0464
 ML0464.The orthometric height was determined by differential leveling
 ML0464.and adjusted by the National Geodetic Survey in June 1991..
 ML0464
 ML0464.The geoid height was determined by GEOID03.
 ML0464
 ML0464.The dynamic height is computed by dividing the NAVD 88
 ML0464.geopotential number by the normal gravity value computed on the
 ML0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0464.degrees latitude (g = 980.6199 gals.).
 ML0464
 ML0464.The modeled gravity was interpolated from observed gravity values.
 ML0464
 ML0464;                    North         East    Units  Estimated Accuracy
 ML0464;SPC NE       -   134,280.      584,690.      MT  (+/- 180 meters Scaled)
 ML0464
 ML0464                          SUPERSEDED SURVEY CONTROL
 ML0464
 ML0464  NGVD 29 (??/??/92)  620.678  (m)         2036.34   (f) ADJ UNCH    2 0
 ML0464
 ML0464.Superseded values are not recommended for survey control.
 ML0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0464.See file dsdata.txt to determine how the superseded data were derived.
 ML0464
 ML0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL006430(NAD 83)
 ML0464_MARKER: DB = BENCH MARK DISK
 ML0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0464_SP_SET: BRIDGE ABUTMENT
 ML0464_STAMPING: R 291 1949
 ML0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0464
 ML0464  HISTORY     - Date     Condition        Report By
 ML0464  HISTORY     - 1949     MONUMENTED       CGS
 ML0464
 ML0464                          STATION DESCRIPTION
 ML0464
 ML0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0464'1 MI SE FROM SWEETWATER.
 ML0464'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 2 FROM THE POST
 ML0464'OFFICE AT SWEETWATER, SET IN THE SOUTHWEST END OF THE SOUTHEAST
 ML0464'ABUTMENT OF RAILROAD BRIDGE NO. 132.15 OVER MUDDY CREEK, 82 FEET
 ML0464'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6.6 FEET SOUTHWEST
 ML0464'OF THE SOUTHWEST RAIL OF THE TRACK, ABOUT 1 FOOT BELOW RAIL
 ML0464'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0559 ***********************************************************************
 LH0559  DESIGNATION -  R 292
 LH0559  PID         -  LH0559
 LH0559  STATE/COUNTY-  NE/BUFFALO
 LH0559  USGS QUAD   -  AMHERST (1983)
 LH0559
 LH0559                         *CURRENT SURVEY CONTROL
 LH0559  ___________________________________________________________________
 LH0559* NAD 83(1986)-  40 48 55.     (N)    099 15 17.     (W)     SCALED    
 LH0559* NAVD 88     -       676.809  (meters)    2220.50   (feet)  ADJUSTED  
 LH0559  ___________________________________________________________________
 LH0559  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 LH0559  DYNAMIC HT  -         676.422 (meters)    2219.23  (feet)  COMP
 LH0559  MODELED GRAV-     980,030.9   (mgal)                       NAVD 88
 LH0559
 LH0559  VERT ORDER  -  SECOND    CLASS 0
 LH0559
 LH0559.The horizontal coordinates were scaled from a topographic map and have
 LH0559.an estimated accuracy of +/- 6 seconds.
 LH0559
 LH0559.The orthometric height was determined by differential leveling
 LH0559.and adjusted by the National Geodetic Survey in June 1991..
 LH0559
 LH0559.The geoid height was determined by GEOID03.
 LH0559
 LH0559.The dynamic height is computed by dividing the NAVD 88
 LH0559.geopotential number by the normal gravity value computed on the
 LH0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0559.degrees latitude (g = 980.6199 gals.).
 LH0559
 LH0559.The modeled gravity was interpolated from observed gravity values.
 LH0559
 LH0559;                    North         East    Units  Estimated Accuracy
 LH0559;SPC NE       -   109,290.      562,860.      MT  (+/- 180 meters Scaled)
 LH0559
 LH0559                          SUPERSEDED SURVEY CONTROL
 LH0559
 LH0559  NGVD 29 (??/??/92)  676.554  (m)         2219.66   (f) ADJ UNCH    2 0
 LH0559
 LH0559.Superseded values are not recommended for survey control.
 LH0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0559.See file dsdata.txt to determine how the superseded data were derived.
 LH0559
 LH0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML785182(NAD 83)
 LH0559_MARKER: DB = BENCH MARK DISK
 LH0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0559_STAMPING: R 292 1949
 LH0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0559+STABILITY: SURFACE MOTION
 LH0559
 LH0559  HISTORY     - Date     Condition        Report By
 LH0559  HISTORY     - 1949     MONUMENTED       CGS
 LH0559  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 LH0559
 LH0559                          STATION DESCRIPTION
 LH0559
 LH0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0559'1.8 MI SE FROM AMHERST.
 LH0559'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0559'PACIFIC RAILROAD STATION AT AMHERST, THENCE 0.8 MILE SOUTH
 LH0559'ALONG A COUNTY ROAD, AT THE SOUTHEAST CORNER OF SECTION 21,
 LH0559'T. 10 N., R. 17 W., IN THE NORTHWEST QUARTER OF A PUBLIC ROAD
 LH0559'CROSSING, 45 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 LH0559'ROAD, 38 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 LH0559'7 FEET NORTHWEST OF A TELEPHONE GUY POLE, 6 FEET SOUTHWEST
 LH0559'OF A POWER LINE POLE, 1.7 FEET EAST OF A REFERENCE POST, SET
 LH0559'IN THE TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING
 LH0559'0.2 FOOT ABOVE THE GROUND.
 LH0559
 LH0559                          STATION RECOVERY (1983)
 LH0559
 LH0559'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0615 ***********************************************************************
 LH0615  DESIGNATION -  R 293
 LH0615  PID         -  LH0615
 LH0615  STATE/COUNTY-  NE/BUFFALO
 LH0615  USGS QUAD   -  PLEASANTON NW (1962)
 LH0615
 LH0615                         *CURRENT SURVEY CONTROL
 LH0615  ___________________________________________________________________
 LH0615* NAD 83(1986)-  40 58 29.     (N)    099 12 25.     (W)     SCALED    
 LH0615* NAVD 88     -       652.480  (meters)    2140.68   (feet)  ADJUSTED  
 LH0615  ___________________________________________________________________
 LH0615  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 LH0615  DYNAMIC HT  -         652.123 (meters)    2139.51  (feet)  COMP
 LH0615  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 LH0615
 LH0615  VERT ORDER  -  SECOND    CLASS 0
 LH0615
 LH0615.The horizontal coordinates were scaled from a topographic map and have
 LH0615.an estimated accuracy of +/- 6 seconds.
 LH0615
 LH0615.The orthometric height was determined by differential leveling
 LH0615.and adjusted by the National Geodetic Survey in June 1991..
 LH0615
 LH0615.The geoid height was determined by GEOID03.
 LH0615
 LH0615.The dynamic height is computed by dividing the NAVD 88
 LH0615.geopotential number by the normal gravity value computed on the
 LH0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0615.degrees latitude (g = 980.6199 gals.).
 LH0615
 LH0615.The modeled gravity was interpolated from observed gravity values.
 LH0615
 LH0615;                    North         East    Units  Estimated Accuracy
 LH0615;SPC NE       -   127,030.      566,730.      MT  (+/- 180 meters Scaled)
 LH0615
 LH0615                          SUPERSEDED SURVEY CONTROL
 LH0615
 LH0615  NGVD 29 (??/??/92)  652.234  (m)         2139.87   (f) ADJ UNCH    2 0
 LH0615
 LH0615.Superseded values are not recommended for survey control.
 LH0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0615.See file dsdata.txt to determine how the superseded data were derived.
 LH0615
 LH0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML825359(NAD 83)
 LH0615_MARKER: DB = BENCH MARK DISK
 LH0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0615_STAMPING: R 293 1949
 LH0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0615+STABILITY: SURFACE MOTION
 LH0615
 LH0615  HISTORY     - Date     Condition        Report By
 LH0615  HISTORY     - 1949     MONUMENTED       CGS
 LH0615  HISTORY     - 1962     MARK NOT FOUND   USGS
 LH0615
 LH0615                          STATION DESCRIPTION
 LH0615
 LH0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0615'7 MI W FROM PLEASANTON.
 LH0615'0.7 MILE NORTH ALONG STATE HIGHWAY NO. 10 FROM THE BRIDGE OVER
 LH0615'THE SOUTH LOUP RIVER AT PLEASANTON, THENCE 6.3 MILES WEST ALONG
 LH0615'A COUNTY ROAD, AT A Y-JUNCTION OF ROADS, 106 FEET SOUTHEAST OF
 LH0615'THE SOUTHEAST CORNER OF A STEEL BRIDGE, 70 FEET SOUTH OF THE
 LH0615'CENTER LINE OF THE ROAD, 17 FEET SOUTHWEST OF THE CENTER LINE OF
 LH0615'A TRACK ROAD LEADING SOUTHEAST, 1.8 FEET NORTHEAST OF A FENCE,
 LH0615'1.2 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 LH0615'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.4 FOOT ABOVE
 LH0615'THE GROUND.
 LH0615
 LH0615                          STATION RECOVERY (1962)
 LH0615
 LH0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LH0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0811 ***********************************************************************
 MK0811  DESIGNATION -  R 295
 MK0811  PID         -  MK0811
 MK0811  STATE/COUNTY-  NE/SARPY
 MK0811  USGS QUAD   -  SPRINGFIELD (1975)
 MK0811
 MK0811                         *CURRENT SURVEY CONTROL
 MK0811  ___________________________________________________________________
 MK0811* NAD 83(1986)-  41 02 40.     (N)    096 12 59.     (W)     SCALED    
 MK0811* NAVD 88     -       357.686  (meters)    1173.51   (feet)  ADJUSTED  
 MK0811  ___________________________________________________________________
 MK0811  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 MK0811  DYNAMIC HT  -         357.540 (meters)    1173.03  (feet)  COMP
 MK0811  MODELED GRAV-     980,203.7   (mgal)                       NAVD 88
 MK0811
 MK0811  VERT ORDER  -  SECOND    CLASS 0
 MK0811
 MK0811.The horizontal coordinates were scaled from a topographic map and have
 MK0811.an estimated accuracy of +/- 6 seconds.
 MK0811
 MK0811.The orthometric height was determined by differential leveling
 MK0811.and adjusted by the National Geodetic Survey in June 1991..
 MK0811
 MK0811.The geoid height was determined by GEOID03.
 MK0811
 MK0811.The dynamic height is computed by dividing the NAVD 88
 MK0811.geopotential number by the normal gravity value computed on the
 MK0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0811.degrees latitude (g = 980.6199 gals.).
 MK0811
 MK0811.The modeled gravity was interpolated from observed gravity values.
 MK0811
 MK0811;                    North         East    Units  Estimated Accuracy
 MK0811;SPC NE       -   141,420.      817,920.      MT  (+/- 180 meters Scaled)
 MK0811
 MK0811                          SUPERSEDED SURVEY CONTROL
 MK0811
 MK0811  NGVD 29 (??/??/92)  357.586  (m)         1173.18   (f) ADJ UNCH    2 0
 MK0811
 MK0811.Superseded values are not recommended for survey control.
 MK0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0811.See file dsdata.txt to determine how the superseded data were derived.
 MK0811
 MK0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL339474(NAD 83)
 MK0811_MARKER: DB = BENCH MARK DISK
 MK0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0811_SP_SET: CULVERT
 MK0811_STAMPING: R 295 1950
 MK0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0811+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 MK0811
 MK0811  HISTORY     - Date     Condition        Report By
 MK0811  HISTORY     - 1950     MONUMENTED       CGS
 MK0811  HISTORY     - 20060513 GOOD             INDIV
 MK0811
 MK0811                          STATION DESCRIPTION
 MK0811
 MK0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0811'7.5 MI NW FROM LOUISVILLE.
 MK0811'3.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 MK0811'AT LOUISVILLE, THENCE 4.0 MILES WEST ALONG A GRAVELED ROAD, 49
 MK0811'FEET NORTH OF THE THIRD TELEPHONE POLE SOUTH OF A ROAD JUNCTION,
 MK0811'20 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, SET
 MK0811'IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A CONCRETE
 MK0811'CULVERT, 176 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 MK0811'ROAD, THIS MARK IS 1.0 MILE EAST OF BENCH MARK J 290.
 MK0811
 MK0811                          STATION RECOVERY (2006)
 MK0811
 MK0811'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MTC)
 MK0811'THE INTERSECTING ROADS JUST NORTH OF THE MARK ARE LOCALLY BUFFALO ROAD
 MK0811'(E-W ROAD) AND 192ND STREET (N-S ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0165 ***********************************************************************
 LG0165  DESIGNATION -  R 296
 LG0165  PID         -  LG0165
 LG0165  STATE/COUNTY-  NE/CASS
 LG0165  USGS QUAD   -  WEEPING WATER NE (1956)
 LG0165
 LG0165                         *CURRENT SURVEY CONTROL
 LG0165  ___________________________________________________________________
 LG0165* NAD 83(1986)-  40 58 57.     (N)    096 02 43.     (W)     SCALED    
 LG0165* NAVD 88     -       365.391  (meters)    1198.79   (feet)  ADJUSTED  
 LG0165  ___________________________________________________________________
 LG0165  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 LG0165  DYNAMIC HT  -         365.240 (meters)    1198.29  (feet)  COMP
 LG0165  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 LG0165
 LG0165  VERT ORDER  -  SECOND    CLASS 0
 LG0165
 LG0165.The horizontal coordinates were scaled from a topographic map and have
 LG0165.an estimated accuracy of +/- 6 seconds.
 LG0165
 LG0165.The orthometric height was determined by differential leveling
 LG0165.and adjusted by the National Geodetic Survey in June 1991..
 LG0165
 LG0165.The geoid height was determined by GEOID03.
 LG0165
 LG0165.The dynamic height is computed by dividing the NAVD 88
 LG0165.geopotential number by the normal gravity value computed on the
 LG0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0165.degrees latitude (g = 980.6199 gals.).
 LG0165
 LG0165.The modeled gravity was interpolated from observed gravity values.
 LG0165
 LG0165;                    North         East    Units  Estimated Accuracy
 LG0165;SPC NE       -   135,200.      832,600.      MT  (+/- 180 meters Scaled)
 LG0165
 LG0165                          SUPERSEDED SURVEY CONTROL
 LG0165
 LG0165  NGVD 29 (??/??/92)  365.296  (m)         1198.48   (f) ADJ UNCH    2 0
 LG0165
 LG0165.Superseded values are not recommended for survey control.
 LG0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0165.See file dsdata.txt to determine how the superseded data were derived.
 LG0165
 LG0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL485410(NAD 83)
 LG0165_MARKER: DB = BENCH MARK DISK
 LG0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0165_STAMPING: R 296 1949
 LG0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0165+STABILITY: SURFACE MOTION
 LG0165
 LG0165  HISTORY     - Date     Condition        Report By
 LG0165  HISTORY     - 1949     MONUMENTED       CGS
 LG0165
 LG0165                          STATION DESCRIPTION
 LG0165
 LG0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0165'10.2 MI SW FROM PLATTSMOUTH.
 LG0165'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 LG0165'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73
 LG0165'AND 34, THENCE 7.9 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE
 LG0165'ROAD, THENCE 1.4 MILES SOUTH ALONG A GRADED GRAVELED ROAD,
 LG0165'AT THE HERMAN HENNING FARMHOME, 87 FEET NORTHEAST OF THE
 LG0165'NORTHEAST CORNER OF THE HOUSE, 84 FEET WEST OF THE CENTER LINE
 LG0165'OF THE GRAVELED ROAD, 16 FEET NORTH OF THE CENTER LINE OF A
 LG0165'PRIVATE DRIVE LEADING WEST, 0.8 FOOT SOUTH OF A YARD FENCE,
 LG0165'AND SET IN THE TOP OF A 5-FOOT CONCRETE POST, WHICH IS SET
 LG0165'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0706 ***********************************************************************
 MK0706  DESIGNATION -  R 297
 MK0706  PID         -  MK0706
 MK0706  STATE/COUNTY-  NE/SAUNDERS
 MK0706  USGS QUAD   -  ASHLAND EAST (1983)
 MK0706
 MK0706                         *CURRENT SURVEY CONTROL
 MK0706  ___________________________________________________________________
 MK0706* NAD 83(1986)-  41 04 26.     (N)    096 22 05.     (W)     SCALED    
 MK0706* NAVD 88     -       325.397  (meters)    1067.57   (feet)  ADJUSTED  
 MK0706  ___________________________________________________________________
 MK0706  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 MK0706  DYNAMIC HT  -         325.263 (meters)    1067.13  (feet)  COMP
 MK0706  MODELED GRAV-     980,201.8   (mgal)                       NAVD 88
 MK0706
 MK0706  VERT ORDER  -  SECOND    CLASS 0
 MK0706
 MK0706.The horizontal coordinates were scaled from a topographic map and have
 MK0706.an estimated accuracy of +/- 6 seconds.
 MK0706
 MK0706.The orthometric height was determined by differential leveling
 MK0706.and adjusted by the National Geodetic Survey in June 1991..
 MK0706
 MK0706.The geoid height was determined by GEOID03.
 MK0706
 MK0706.The dynamic height is computed by dividing the NAVD 88
 MK0706.geopotential number by the normal gravity value computed on the
 MK0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0706.degrees latitude (g = 980.6199 gals.).
 MK0706
 MK0706.The modeled gravity was interpolated from observed gravity values.
 MK0706
 MK0706;                    North         East    Units  Estimated Accuracy
 MK0706;SPC NE       -   144,140.      805,050.      MT  (+/- 180 meters Scaled)
 MK0706
 MK0706                          SUPERSEDED SURVEY CONTROL
 MK0706
 MK0706  NGVD 29 (??/??/92)  325.291  (m)         1067.23   (f) ADJ UNCH    2 0
 MK0706
 MK0706.Superseded values are not recommended for survey control.
 MK0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0706.See file dsdata.txt to determine how the superseded data were derived.
 MK0706
 MK0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL211502(NAD 83)
 MK0706_MARKER: DB = BENCH MARK DISK
 MK0706_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0706_SP_SET: BRIDGE
 MK0706_STAMPING: R 297 1950
 MK0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0706
 MK0706  HISTORY     - Date     Condition        Report By
 MK0706  HISTORY     - 1950     MONUMENTED       CGS
 MK0706  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MK0706
 MK0706                          STATION DESCRIPTION
 MK0706
 MK0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0706'2.7 MI N FROM ASHLAND.
 MK0706'0.3 MILE EAST ALONG SILVER STREET FROM THE CITY HALL AT ASHLAND,
 MK0706'THENCE 2.4 MILES NORTH ALONG STATE HIGHWAY 63, AT A ROAD
 MK0706'INTERSECTION, 101 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 10
 MK0706'FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 26 FEET
 MK0706'NORTHWEST OF THE SECOND POWER POLE WEST OF THE ROAD INTERSECTION,
 MK0706'2 FEET ABOVE THE ROAD, SET IN THE TOP OF THE CENTER OF THE
 MK0706'SOUTH HEADWALL OF A CONCRETE BRIDGE.
 MK0706
 MK0706                          STATION RECOVERY (1984)
 MK0706
 MK0706'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1011 ***********************************************************************
 MK1011  DESIGNATION -  R 298
 MK1011  PID         -  MK1011
 MK1011  STATE/COUNTY-  NE/SAUNDERS
 MK1011  USGS QUAD   -  WAHOO EAST (1983)
 MK1011
 MK1011                         *CURRENT SURVEY CONTROL
 MK1011  ___________________________________________________________________
 MK1011* NAD 83(1986)-  41 13 11.     (N)    096 32 24.     (W)     SCALED    
 MK1011* NAVD 88     -       358.826  (meters)    1177.25   (feet)  ADJUSTED  
 MK1011  ___________________________________________________________________
 MK1011  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 MK1011  DYNAMIC HT  -         358.657 (meters)    1176.69  (feet)  COMP
 MK1011  MODELED GRAV-     980,143.0   (mgal)                       NAVD 88
 MK1011
 MK1011  VERT ORDER  -  SECOND    CLASS 0
 MK1011
 MK1011.The horizontal coordinates were scaled from a topographic map and have
 MK1011.an estimated accuracy of +/- 6 seconds.
 MK1011
 MK1011.The orthometric height was determined by differential leveling
 MK1011.and adjusted by the National Geodetic Survey in June 1991..
 MK1011
 MK1011.The geoid height was determined by GEOID03.
 MK1011
 MK1011.The dynamic height is computed by dividing the NAVD 88
 MK1011.geopotential number by the normal gravity value computed on the
 MK1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1011.degrees latitude (g = 980.6199 gals.).
 MK1011
 MK1011.The modeled gravity was interpolated from observed gravity values.
 MK1011
 MK1011;                    North         East    Units  Estimated Accuracy
 MK1011;SPC NE       -   159,730.      789,970.      MT  (+/- 180 meters Scaled)
 MK1011
 MK1011                          SUPERSEDED SURVEY CONTROL
 MK1011
 MK1011  NGVD 29 (??/??/92)  358.686  (m)         1176.79   (f) ADJ UNCH    2 0
 MK1011
 MK1011.Superseded values are not recommended for survey control.
 MK1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1011.See file dsdata.txt to determine how the superseded data were derived.
 MK1011
 MK1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL062660(NAD 83)
 MK1011_MARKER: DB = BENCH MARK DISK
 MK1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1011_SP_SET: BRIDGE ABUTMENT
 MK1011_STAMPING: R 298 1950
 MK1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1011
 MK1011  HISTORY     - Date     Condition        Report By
 MK1011  HISTORY     - 1950     MONUMENTED       CGS
 MK1011
 MK1011                          STATION DESCRIPTION
 MK1011
 MK1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1011'3.2 MI W FROM MEAD.
 MK1011'0.3 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 MK1011'MEAD, THENCE 0.5 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 2.45
 MK1011'MILES WEST ALONG A GRAVELED ROAD, 270 FEET EAST OF THE CENTER LINE
 MK1011'OF A ROAD LEADING NORTH, 13 FEET SOUTH OF THE CENTER LINE OF THE
 MK1011'EAST AND WEST ROAD, LEVEL WITH THE ROAD, SET IN THE TOP OF THE
 MK1011'SOUTH END OF THE WEST ABUTMENT OF A BRIDGE OVER SILVER CREEK, 1.5
 MK1011'FEET SOUTH OF THE WEST END OF THE SOUTH RAILING OF THE BRIDGE.
 MK1011'THIS MARK IS 1.25 MILES EAST OF BENCH MARK B 298.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0749 ***********************************************************************
 MK0749  DESIGNATION -  R 299
 MK0749  PID         -  MK0749
 MK0749  STATE/COUNTY-  NE/SAUNDERS
 MK0749  USGS QUAD   -  MEAD (1981)
 MK0749
 MK0749                         *CURRENT SURVEY CONTROL
 MK0749  ___________________________________________________________________
 MK0749* NAD 83(1986)-  41 13 06.     (N)    096 23 48.     (W)     SCALED    
 MK0749* NAVD 88     -       359.589  (meters)    1179.75   (feet)  ADJUSTED  
 MK0749  ___________________________________________________________________
 MK0749  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 MK0749  DYNAMIC HT  -         359.426 (meters)    1179.22  (feet)  COMP
 MK0749  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 MK0749
 MK0749  VERT ORDER  -  SECOND    CLASS 0
 MK0749
 MK0749.The horizontal coordinates were scaled from a topographic map and have
 MK0749.an estimated accuracy of +/- 6 seconds.
 MK0749
 MK0749.The orthometric height was determined by differential leveling
 MK0749.and adjusted by the National Geodetic Survey in June 1991..
 MK0749
 MK0749.The geoid height was determined by GEOID03.
 MK0749
 MK0749.The dynamic height is computed by dividing the NAVD 88
 MK0749.geopotential number by the normal gravity value computed on the
 MK0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0749.degrees latitude (g = 980.6199 gals.).
 MK0749
 MK0749.The modeled gravity was interpolated from observed gravity values.
 MK0749
 MK0749;                    North         East    Units  Estimated Accuracy
 MK0749;SPC NE       -   160,060.      801,980.      MT  (+/- 180 meters Scaled)
 MK0749
 MK0749                          SUPERSEDED SURVEY CONTROL
 MK0749
 MK0749  NGVD 29 (??/??/92)  359.456  (m)         1179.32   (f) ADJ UNCH    2 0
 MK0749
 MK0749.Superseded values are not recommended for survey control.
 MK0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0749.See file dsdata.txt to determine how the superseded data were derived.
 MK0749
 MK0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL182662(NAD 83)
 MK0749_MARKER: DB = BENCH MARK DISK
 MK0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0749_STAMPING: R 299 1950
 MK0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0749+STABILITY: SURFACE MOTION
 MK0749
 MK0749  HISTORY     - Date     Condition        Report By
 MK0749  HISTORY     - 1950     MONUMENTED       CGS
 MK0749
 MK0749                          STATION DESCRIPTION
 MK0749
 MK0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0749'1.5 MI S FROM YUTAN.
 MK0749'1.5 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0749'YUTAN, AT THE FARM HOME OF C.C. ZIEMER, 247 FEET SOUTH OF THE
 MK0749'CENTER LINE OF AN EAST AND WEST ROAD, 110 FEET EAST OF THE CENTER
 MK0749'LINE OF A NORTH AND SOUTH ROAD, 26 FEET WEST OF THE CENTER OF
 MK0749'THE YARD GATE, 19 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 MK0749'FARMHOUSE, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK0749'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0009 ***********************************************************************
 NP0009  DESIGNATION -  R 3
 NP0009  PID         -  NP0009
 NP0009  STATE/COUNTY-  NE/SHERIDAN
 NP0009  USGS QUAD   -  GORDON SE (1969)
 NP0009
 NP0009                         *CURRENT SURVEY CONTROL
 NP0009  ___________________________________________________________________
 NP0009* NAD 83(1986)-  42 49 56.     (N)    102 06 36.     (W)     SCALED    
 NP0009* NAVD 88     -      1080.903  (meters)    3546.26   (feet)  ADJUSTED  
 NP0009  ___________________________________________________________________
 NP0009  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 NP0009  DYNAMIC HT  -        1080.391 (meters)    3544.58  (feet)  COMP
 NP0009  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 NP0009
 NP0009  VERT ORDER  -  FIRST     CLASS II
 NP0009
 NP0009.The horizontal coordinates were scaled from a topographic map and have
 NP0009.an estimated accuracy of +/- 6 seconds.
 NP0009
 NP0009.The orthometric height was determined by differential leveling
 NP0009.and adjusted by the National Geodetic Survey in June 1991..
 NP0009
 NP0009.The geoid height was determined by GEOID03.
 NP0009
 NP0009.The dynamic height is computed by dividing the NAVD 88
 NP0009.geopotential number by the normal gravity value computed on the
 NP0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0009.degrees latitude (g = 980.6199 gals.).
 NP0009
 NP0009.The modeled gravity was interpolated from observed gravity values.
 NP0009
 NP0009;                    North         East    Units  Estimated Accuracy
 NP0009;SPC NE       -   335,090.      327,510.      MT  (+/- 180 meters Scaled)
 NP0009
 NP0009                          SUPERSEDED SURVEY CONTROL
 NP0009
 NP0009  NGVD 29 (??/??/92) 1080.423  (m)         3544.69   (f) ADJ UNCH    1 2
 NP0009
 NP0009.Superseded values are not recommended for survey control.
 NP0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0009.See file dsdata.txt to determine how the superseded data were derived.
 NP0009
 NP0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH362462(NAD 83)
 NP0009_MARKER: Q = CHISELED SQUARE
 NP0009_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0009_SP_SET: STONE CULVERT
 NP0009_MARK LOGO: NONE  
 NP0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0009+STABILITY: SURFACE MOTION
 NP0009
 NP0009  HISTORY     - Date     Condition        Report By
 NP0009  HISTORY     - UNK      MONUMENTED       CGS
 NP0009  HISTORY     - 1957     GOOD             NGS
 NP0009  HISTORY     - 19980621 GOOD             LOCENG
 NP0009
 NP0009                          STATION DESCRIPTION
 NP0009
 NP0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0009'4.7 MI NE FROM GORDON.
 NP0009'ABOUT 4.7 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0009'RAILWAY FROM THE STATION AT GORDON, 0.4 MILE SOUTHWEST OF A
 NP0009'ROAD CROSSING, IN T. 33 N., R. 41 W., SECTION 14., AT A STONE
 NP0009'CULVERT WHICH IS 9 FEET SOUTHWEST OF THE TOP AND CENTER OF THE
 NP0009'SOUTHWESTERLY ONE OF TWO LARGE CONCRETE TILE CULVERTS, 18 FEET
 NP0009'SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 5 FEET BELOW THE TOP OF
 NP0009'THE RAILS, THE BOTTOM OF A SQUARE HOLE IN THE TOP OF THE SOUTHEAST
 NP0009'CORNER OF THE FIRST STONE DOWN FROM THE HEAD WALL AND IN THE
 NP0009'NORTHEAST WING WALL.
 NP0009
 NP0009                          STATION RECOVERY (1998)
 NP0009
 NP0009'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (JFP)
 NP0009'MONUMENT IS APPROXIMATELY 4.7 MI (7.6 KM) NORTHEAST FROM GORDON ALONG
 NP0009'THE DAKOTA, MINNESOTA AND EASTERN RAILROAD (FORMERLY KNOWN AS THE
 NP0009'CHICAGO AND WESTERN RAILROAD) IN SECTION 14, T33N, R41W, APPROXIMATELY
 NP0009'0.4 MI (0.6 KM) SOUTHWEST OF A GRAVELED ROAD RUNNING NORTH-SOUTH.  AT
 NP0009'A CULVERT MADE OF CUT STONE BLOCKS WHICH IS ON THE WESTERLY SIDE OF
 NP0009'TWO LARGE ROUND CONCRETE CULVERTS, 18 FT (5.5 M) SOUTHEAST OF THE
 NP0009'SOUTHEAST RAIL, ABOUT 5 FT (1.5 M) BELOW THE TOP OF THE RAILS, THE
 NP0009'BOTTOM OF A SQUARE CUT HOLE IN THE SOUTHEAST CORNER OF THE STONE
 NP0009'STRUCTURE WHICH BEARS THE NAME C.  A.  BERG 1900 ON THE SOUTHEAST
 NP0009'FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0777 ***********************************************************************
 MK0777  DESIGNATION -  R 300
 MK0777  PID         -  MK0777
 MK0777  STATE/COUNTY-  NE/DOUGLAS
 MK0777  USGS QUAD   -  WANN (1981)
 MK0777
 MK0777                         *CURRENT SURVEY CONTROL
 MK0777  ___________________________________________________________________
 MK0777* NAD 83(1986)-  41 12 09.     (N)    096 15 35.     (W)     SCALED    
 MK0777* NAVD 88     -       388.471  (meters)    1274.51   (feet)  ADJUSTED  
 MK0777  ___________________________________________________________________
 MK0777  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 MK0777  DYNAMIC HT  -         388.304 (meters)    1273.96  (feet)  COMP
 MK0777  MODELED GRAV-     980,181.7   (mgal)                       NAVD 88
 MK0777
 MK0777  VERT ORDER  -  SECOND    CLASS 0
 MK0777
 MK0777.The horizontal coordinates were scaled from a topographic map and have
 MK0777.an estimated accuracy of +/- 6 seconds.
 MK0777
 MK0777.The orthometric height was determined by differential leveling
 MK0777.and adjusted by the National Geodetic Survey in June 1991..
 MK0777
 MK0777.The geoid height was determined by GEOID03.
 MK0777
 MK0777.The dynamic height is computed by dividing the NAVD 88
 MK0777.geopotential number by the normal gravity value computed on the
 MK0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0777.degrees latitude (g = 980.6199 gals.).
 MK0777
 MK0777.The modeled gravity was interpolated from observed gravity values.
 MK0777
 MK0777;                    North         East    Units  Estimated Accuracy
 MK0777;SPC NE       -   158,800.      813,520.      MT  (+/- 180 meters Scaled)
 MK0777
 MK0777                          SUPERSEDED SURVEY CONTROL
 MK0777
 MK0777  NGVD 29 (??/??/92)  388.354  (m)         1274.12   (f) ADJ UNCH    2 0
 MK0777
 MK0777.Superseded values are not recommended for survey control.
 MK0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0777.See file dsdata.txt to determine how the superseded data were derived.
 MK0777
 MK0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL297648(NAD 83)
 MK0777_MARKER: DB = BENCH MARK DISK
 MK0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0777_STAMPING: R 300 1950
 MK0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0777+STABILITY: SURFACE MOTION
 MK0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK0777+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 MK0777
 MK0777  HISTORY     - Date     Condition        Report By
 MK0777  HISTORY     - 1950     MONUMENTED       CGS
 MK0777  HISTORY     - 1976     GOOD             LOCSUR
 MK0777  HISTORY     - 20060615 GOOD             INDIV
 MK0777
 MK0777                          STATION DESCRIPTION
 MK0777
 MK0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0777'6.5 MI NW FROM GRETNA.
 MK0777'0.5 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE AT GRETNA,
 MK0777'THENCE 4.5 MILES NORTH ALONG U.S. HIGHWAY 6, THENCE 1.5 MILES WEST
 MK0777'ALONG A GRAVELED ROAD, AT THE FARM OF L.W. DONAHOO, 208 FEET NORTH OF
 MK0777'THE CENTER LINE OF THE ROAD, 221 FEET WEST OF THE CENTER LINE OF A
 MK0777'PRIVATE DRIVEWAY, 129 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 MK0777'FARMHOUSE, 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 MK0777'POULTRY HOUSE, 25 FEET NORTHEAST OF THE CENTER LINE OF AN IRON
 MK0777'GATE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MK0777'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MK0777
 MK0777                          STATION RECOVERY (1976)
 MK0777
 MK0777'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0777'RECOVERED IN GOOD CONDITION.
 MK0777
 MK0777                          STATION RECOVERY (2006)
 MK0777
 MK0777'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TDD)
 MK0777'MARK IS LOCATED NEAR MANY LARGE TREES ON TWO SIDES ON THE NORTH SIDE
 MK0777'OF WEST 'Q' ROAD IN THE WESTERLY YARD OF A FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0802 ***********************************************************************
 MK0802  DESIGNATION -  R 301
 MK0802  PID         -  MK0802
 MK0802  STATE/COUNTY-  NE/DOUGLAS
 MK0802  USGS QUAD   -  WANN (1981)
 MK0802
 MK0802                         *CURRENT SURVEY CONTROL
 MK0802  ___________________________________________________________________
 MK0802* NAD 83(1986)-  41 11 32.     (N)    096 17 55.     (W)     SCALED    
 MK0802* NAVD 88     -       345.552  (meters)    1133.70   (feet)  ADJUSTED  
 MK0802  ___________________________________________________________________
 MK0802  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 MK0802  DYNAMIC HT  -         345.403 (meters)    1133.21  (feet)  COMP
 MK0802  MODELED GRAV-     980,182.1   (mgal)                       NAVD 88
 MK0802
 MK0802  VERT ORDER  -  SECOND    CLASS 0
 MK0802
 MK0802.The horizontal coordinates were scaled from a topographic map and have
 MK0802.an estimated accuracy of +/- 6 seconds.
 MK0802
 MK0802.The orthometric height was determined by differential leveling
 MK0802.and adjusted by the National Geodetic Survey in June 1991..
 MK0802
 MK0802.The geoid height was determined by GEOID03.
 MK0802
 MK0802.The dynamic height is computed by dividing the NAVD 88
 MK0802.geopotential number by the normal gravity value computed on the
 MK0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0802.degrees latitude (g = 980.6199 gals.).
 MK0802
 MK0802.The modeled gravity was interpolated from observed gravity values.
 MK0802
 MK0802;                    North         East    Units  Estimated Accuracy
 MK0802;SPC NE       -   157,520.      810,310.      MT  (+/- 180 meters Scaled)
 MK0802
 MK0802                          SUPERSEDED SURVEY CONTROL
 MK0802
 MK0802  NGVD 29 (??/??/92)  345.434  (m)         1133.31   (f) ADJ UNCH    2 0
 MK0802
 MK0802.Superseded values are not recommended for survey control.
 MK0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0802.See file dsdata.txt to determine how the superseded data were derived.
 MK0802
 MK0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL265636(NAD 83)
 MK0802_MARKER: DB = BENCH MARK DISK
 MK0802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0802_SP_SET: PIER
 MK0802_STAMPING: R 301 1950
 MK0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0802
 MK0802  HISTORY     - Date     Condition        Report By
 MK0802  HISTORY     - 1950     MONUMENTED       CGS
 MK0802  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MK0802
 MK0802                          STATION DESCRIPTION
 MK0802
 MK0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0802'6.5 MI NW FROM GRETNA.
 MK0802'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0802'GRETNA, THENCE 1.1 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 MK0802'0.3 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.9 MILES NORTH
 MK0802'ALONG A GRAVELED ROAD, 11 FEET WEST OF THE CENTER LINE OF THE
 MK0802'ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST,
 MK0802'3 FEET ABOVE THE LEVEL OF THE ROAD, SET VERTICALY IN THE NORTH
 MK0802'END OF THE FIRST PIER EAST OF THE WEST ABUTMENT OF AN ABANDONED
 MK0802'RAILROAD UNDERPASS.  THUS MARK IS 1.1 MILES SOUTHEAST OF
 MK0802'BENCH MARK P 300.
 MK0802
 MK0802                          STATION RECOVERY (1976)
 MK0802
 MK0802'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0568 ***********************************************************************
 MK0568  DESIGNATION -  R 303
 MK0568  PID         -  MK0568
 MK0568  STATE/COUNTY-  NE/DOUGLAS
 MK0568  USGS QUAD   -  VALLEY (1983)
 MK0568
 MK0568                         *CURRENT SURVEY CONTROL
 MK0568  ___________________________________________________________________
 MK0568* NAD 83(1986)-  41 16 54.     (N)    096 15 22.     (W)     SCALED    
 MK0568* NAVD 88     -       350.946  (meters)    1151.40   (feet)  ADJUSTED  
 MK0568  ___________________________________________________________________
 MK0568  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 MK0568  DYNAMIC HT  -         350.786 (meters)    1150.87  (feet)  COMP
 MK0568  MODELED GRAV-     980,159.6   (mgal)                       NAVD 88
 MK0568
 MK0568  VERT ORDER  -  SECOND    CLASS 0
 MK0568
 MK0568.The horizontal coordinates were scaled from a topographic map and have
 MK0568.an estimated accuracy of +/- 6 seconds.
 MK0568
 MK0568.The orthometric height was determined by differential leveling
 MK0568.and adjusted by the National Geodetic Survey in June 1991..
 MK0568
 MK0568.The geoid height was determined by GEOID03.
 MK0568
 MK0568.The dynamic height is computed by dividing the NAVD 88
 MK0568.geopotential number by the normal gravity value computed on the
 MK0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0568.degrees latitude (g = 980.6199 gals.).
 MK0568
 MK0568.The modeled gravity was interpolated from observed gravity values.
 MK0568
 MK0568;                    North         East    Units  Estimated Accuracy
 MK0568;SPC NE       -   167,590.      813,450.      MT  (+/- 180 meters Scaled)
 MK0568
 MK0568                          SUPERSEDED SURVEY CONTROL
 MK0568
 MK0568  NGVD 29 (??/??/92)  350.814  (m)         1150.96   (f) ADJ UNCH    2 0
 MK0568
 MK0568.Superseded values are not recommended for survey control.
 MK0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0568.See file dsdata.txt to determine how the superseded data were derived.
 MK0568
 MK0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL297736(NAD 83)
 MK0568_MARKER: DB = BENCH MARK DISK
 MK0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0568_STAMPING: R 303 1950
 MK0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0568+STABILITY: SURFACE MOTION
 MK0568
 MK0568  HISTORY     - Date     Condition        Report By
 MK0568  HISTORY     - 1950     MONUMENTED       CGS
 MK0568  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 MK0568
 MK0568                          STATION DESCRIPTION
 MK0568
 MK0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0568'1.1 MI W FROM ELKHORN.
 MK0568'1.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0568'AT ELKHORN, AT THE WEST END OF A DEEP CUT, AT THE EAST END OF A
 MK0568'LONG FILL, 75 FEET NORTH OF THE NORTH RAIL OF THE NORTH SET OF
 MK0568'TRACKS, 81 FEET NORTHWEST OF A BATTERY SIGNAL BOX, 22.6 FEET
 MK0568'SOUTH OF THE RIGHT OF WAY FENCE, 2 FEET SOUTH OF A WITNESS
 MK0568'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 MK0568'ABOVE THE GROUND.
 MK0568
 MK0568                          STATION RECOVERY (1976)
 MK0568
 MK0568'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 MK0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1041 ***********************************************************************
 MK1041  DESIGNATION -  R 304
 MK1041  PID         -  MK1041
 MK1041  STATE/COUNTY-  NE/SAUNDERS
 MK1041  USGS QUAD   -  FREMONT WEST (1983)
 MK1041
 MK1041                         *CURRENT SURVEY CONTROL
 MK1041  ___________________________________________________________________
 MK1041* NAD 83(1986)-  41 22 47.     (N)    096 30 10.     (W)     SCALED    
 MK1041* NAVD 88     -       388.602  (meters)    1274.94   (feet)  ADJUSTED  
 MK1041  ___________________________________________________________________
 MK1041  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 MK1041  DYNAMIC HT  -         388.423 (meters)    1274.35  (feet)  COMP
 MK1041  MODELED GRAV-     980,150.5   (mgal)                       NAVD 88
 MK1041
 MK1041  VERT ORDER  -  SECOND    CLASS 0
 MK1041
 MK1041.The horizontal coordinates were scaled from a topographic map and have
 MK1041.an estimated accuracy of +/- 6 seconds.
 MK1041
 MK1041.The orthometric height was determined by differential leveling
 MK1041.and adjusted by the National Geodetic Survey in June 1991..
 MK1041
 MK1041.The geoid height was determined by GEOID03.
 MK1041
 MK1041.The dynamic height is computed by dividing the NAVD 88
 MK1041.geopotential number by the normal gravity value computed on the
 MK1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1041.degrees latitude (g = 980.6199 gals.).
 MK1041
 MK1041.The modeled gravity was interpolated from observed gravity values.
 MK1041
 MK1041;                    North         East    Units  Estimated Accuracy
 MK1041;SPC NE       -   177,600.      792,370.      MT  (+/- 180 meters Scaled)
 MK1041
 MK1041                          SUPERSEDED SURVEY CONTROL
 MK1041
 MK1041  NGVD 29 (??/??/92)  388.452  (m)         1274.45   (f) ADJ UNCH    2 0
 MK1041
 MK1041.Superseded values are not recommended for survey control.
 MK1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1041.See file dsdata.txt to determine how the superseded data were derived.
 MK1041
 MK1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL088839(NAD 83)
 MK1041_MARKER: DB = BENCH MARK DISK
 MK1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1041_STAMPING: R 304 1950
 MK1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1041+STABILITY: SURFACE MOTION
 MK1041
 MK1041  HISTORY     - Date     Condition        Report By
 MK1041  HISTORY     - 1950     MONUMENTED       CGS
 MK1041
 MK1041                          STATION DESCRIPTION
 MK1041
 MK1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1041'3.8 MI S FROM FREMONT.
 MK1041'3.8 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 MK1041'FREMONT, IN THE NORTHWEST CORNER OF THE DISTRICT 11 SCHOOL YARD,
 MK1041'184 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 178 FEET
 MK1041'NORTH OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 2.0 FEET
 MK1041'SOUTHEAST OF A FENCE CORNER, 2.0 FEET EAST OF A WITNESS POST,
 MK1041'SET IN THE TOP OF A CONCRETE POST WHICH PROJETS 0.3 FOOT ABOVE
 MK1041'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0778 ***********************************************************************
 LH0778  DESIGNATION -  R 305
 LH0778  PID         -  LH0778
 LH0778  STATE/COUNTY-  NE/DAWSON
 LH0778  USGS QUAD   -  LEXINGTON WEST (1983)
 LH0778
 LH0778                         *CURRENT SURVEY CONTROL
 LH0778  ___________________________________________________________________
 LH0778* NAD 83(1986)-  40 48 11.     (N)    099 50 36.     (W)     SCALED    
 LH0778* NAVD 88     -       741.904  (meters)    2434.06   (feet)  ADJUSTED  
 LH0778  ___________________________________________________________________
 LH0778  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 LH0778  DYNAMIC HT  -         741.467 (meters)    2432.63  (feet)  COMP
 LH0778  MODELED GRAV-     980,010.1   (mgal)                       NAVD 88
 LH0778
 LH0778  VERT ORDER  -  FIRST     CLASS II
 LH0778
 LH0778.The horizontal coordinates were scaled from a topographic map and have
 LH0778.an estimated accuracy of +/- 6 seconds.
 LH0778
 LH0778.The orthometric height was determined by differential leveling
 LH0778.and adjusted by the National Geodetic Survey in June 1991..
 LH0778
 LH0778.The geoid height was determined by GEOID03.
 LH0778
 LH0778.The dynamic height is computed by dividing the NAVD 88
 LH0778.geopotential number by the normal gravity value computed on the
 LH0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0778.degrees latitude (g = 980.6199 gals.).
 LH0778
 LH0778.The modeled gravity was interpolated from observed gravity values.
 LH0778
 LH0778;                    North         East    Units  Estimated Accuracy
 LH0778;SPC NE       -   107,680.      513,220.      MT  (+/- 180 meters Scaled)
 LH0778
 LH0778                          SUPERSEDED SURVEY CONTROL
 LH0778
 LH0778  NGVD 29 (02/14/92)  741.620  (m)         2433.13   (f) ADJUSTED    1 2
 LH0778
 LH0778.Superseded values are not recommended for survey control.
 LH0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0778.See file dsdata.txt to determine how the superseded data were derived.
 LH0778
 LH0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML288172(NAD 83)
 LH0778_MARKER: DB = BENCH MARK DISK
 LH0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0778_SP_SET: CONCRETE POST
 LH0778_STAMPING: R 305 1950
 LH0778_MARK LOGO: CGS   
 LH0778_PROJECTION: FLUSH
 LH0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0778+STABILITY: SURFACE MOTION
 LH0778
 LH0778  HISTORY     - Date     Condition        Report By
 LH0778  HISTORY     - 1950     MONUMENTED       CGS
 LH0778  HISTORY     - 1986     GOOD             NGS
 LH0778
 LH0778                          STATION DESCRIPTION
 LH0778
 LH0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0778'2.5 MI SE FROM DARR.
 LH0778'2.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0778'STATION AT DARR, AT A ROAD CROSSING, 169 FEET EAST OF THE CENTER
 LH0778'LINE OF THE ROAD, 82 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 LH0778'SOUTHWEST SET OF TRACKS, 6.5 FEET SOUTHWEST OF THE FIRST POLE
 LH0778'SOUTHEAST OF MILEPOST 230, 1 FOOT NORTH OF A FENCE, 1.8 FEET
 LH0778'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LH0778'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0778
 LH0778                          STATION RECOVERY (1986)
 LH0778
 LH0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0778'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.4 KM (5.9
 LH0778'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE US HIGHWAY 283 OVERPASS
 LH0778'BRIDGE AT LEXINGTON, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A DIRT
 LH0778'ROAD, 0.27 KM (0.17 MI) SOUTHEAST OF MILEPOST 232, 71.0 METERS (233
 LH0778'FT) SOUTHWEST ACROSS THE UNION PACIFIC RAILROAD FROM THE HIGHWAY
 LH0778'CENTERLINE, 51.5 METERS (169 FT) EAST OF THE CENTER OF THE ROAD, 25.0
 LH0778'METERS (82 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 2.0 METERS (6.5 FT)
 LH0778'SOUTHWEST OF THE FIRST TELEPHONE POLE SOUTHEAST OF RAILROAD MILEPOLE
 LH0778'230 AND 0.3 METER (1 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 LH0778'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LH0778'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0391 ***********************************************************************
 ML0391  DESIGNATION -  R 306
 ML0391  PID         -  ML0391
 ML0391  STATE/COUNTY-  NE/SHERMAN
 ML0391  USGS QUAD   -  RAVENNA (1953)
 ML0391
 ML0391                         *CURRENT SURVEY CONTROL
 ML0391  ___________________________________________________________________
 ML0391* NAD 83(1986)-  41 02 49.     (N)    098 54 02.     (W)     SCALED    
 ML0391* NAVD 88     -       621.598  (meters)    2039.36   (feet)  ADJUSTED  
 ML0391  ___________________________________________________________________
 ML0391  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 ML0391  DYNAMIC HT  -         621.268 (meters)    2038.28  (feet)  COMP
 ML0391  MODELED GRAV-     980,072.9   (mgal)                       NAVD 88
 ML0391
 ML0391  VERT ORDER  -  SECOND    CLASS 0
 ML0391
 ML0391.The horizontal coordinates were scaled from a topographic map and have
 ML0391.an estimated accuracy of +/- 6 seconds.
 ML0391
 ML0391.The orthometric height was determined by differential leveling
 ML0391.and adjusted by the National Geodetic Survey in June 1991..
 ML0391
 ML0391.The geoid height was determined by GEOID03.
 ML0391
 ML0391.The dynamic height is computed by dividing the NAVD 88
 ML0391.geopotential number by the normal gravity value computed on the
 ML0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0391.degrees latitude (g = 980.6199 gals.).
 ML0391
 ML0391.The modeled gravity was interpolated from observed gravity values.
 ML0391
 ML0391;                    North         East    Units  Estimated Accuracy
 ML0391;SPC NE       -   135,330.      592,410.      MT  (+/- 180 meters Scaled)
 ML0391
 ML0391                          SUPERSEDED SURVEY CONTROL
 ML0391
 ML0391  NGVD 29 (??/??/92)  621.356  (m)         2038.57   (f) ADJ UNCH    2 0
 ML0391
 ML0391.Superseded values are not recommended for survey control.
 ML0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0391.See file dsdata.txt to determine how the superseded data were derived.
 ML0391
 ML0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL083439(NAD 83)
 ML0391_MARKER: DB = BENCH MARK DISK
 ML0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0391_STAMPING: R 306 1950
 ML0391_MARK LOGO: CGS   
 ML0391_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0391+STABILITY: SURFACE MOTION
 ML0391
 ML0391  HISTORY     - Date     Condition        Report By
 ML0391  HISTORY     - 1950     MONUMENTED       CGS
 ML0391  HISTORY     - 19950606 GOOD             NGS
 ML0391
 ML0391                          STATION DESCRIPTION
 ML0391
 ML0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0391'2 MI N FROM RAVENNA.
 ML0391'2.0 MILES NORTH ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 ML0391'AT RAVENNA, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, ON THE
 ML0391'SHERMAN-BUFFALO COUNTY LINE, 112 FEET SOUTHEAST OF THE CENTER
 ML0391'LINE OF THE HIGHWAY, 42 FEET NORTHEAST OF A POWER POLE, 5 FEET
 ML0391'NORTH OF THE CENTER LINE OF AN ABANDONED ROAD LEADING EAST,
 ML0391'25 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 1.6
 ML0391'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 ML0391'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 ML0391
 ML0391                          STATION RECOVERY (1995)
 ML0391
 ML0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0391'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1610 ***********************************************************************
 MK1610  DESIGNATION -  R 307
 MK1610  PID         -  MK1610
 MK1610  STATE/COUNTY-  NE/NANCE
 MK1610  USGS QUAD   -  FULLERTON (1958)
 MK1610
 MK1610                         *CURRENT SURVEY CONTROL
 MK1610  ___________________________________________________________________
 MK1610* NAD 83(1986)-  41 21 55.     (N)    097 55 36.     (W)     SCALED    
 MK1610* NAVD 88     -       491.144  (meters)    1611.36   (feet)  ADJUSTED  
 MK1610  ___________________________________________________________________
 MK1610  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 MK1610  DYNAMIC HT  -         490.917 (meters)    1610.62  (feet)  COMP
 MK1610  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 MK1610
 MK1610  VERT ORDER  -  SECOND    CLASS 0
 MK1610
 MK1610.The horizontal coordinates were scaled from a topographic map and have
 MK1610.an estimated accuracy of +/- 6 seconds.
 MK1610
 MK1610.The orthometric height was determined by differential leveling
 MK1610.and adjusted by the National Geodetic Survey in June 1991..
 MK1610
 MK1610.The geoid height was determined by GEOID03.
 MK1610
 MK1610.The dynamic height is computed by dividing the NAVD 88
 MK1610.geopotential number by the normal gravity value computed on the
 MK1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1610.degrees latitude (g = 980.6199 gals.).
 MK1610
 MK1610.The modeled gravity was interpolated from observed gravity values.
 MK1610
 MK1610;                    North         East    Units  Estimated Accuracy
 MK1610;SPC NE       -   172,160.      673,400.      MT  (+/- 180 meters Scaled)
 MK1610
 MK1610                          SUPERSEDED SURVEY CONTROL
 MK1610
 MK1610  NGVD 29 (??/??/92)  490.927  (m)         1610.65   (f) ADJ UNCH    2 0
 MK1610
 MK1610.Superseded values are not recommended for survey control.
 MK1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1610.See file dsdata.txt to determine how the superseded data were derived.
 MK1610
 MK1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL897798(NAD 83)
 MK1610_MARKER: DB = BENCH MARK DISK
 MK1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1610_STAMPING: R 307 1950
 MK1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1610+STABILITY: SURFACE MOTION
 MK1610
 MK1610  HISTORY     - Date     Condition        Report By
 MK1610  HISTORY     - 1950     MONUMENTED       CGS
 MK1610
 MK1610                          STATION DESCRIPTION
 MK1610
 MK1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1610'5.4 MI E FROM FULLERTON.
 MK1610'1.7 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 MK1610'FULLERTON, THENCE 2.2 MILES EAST ALONG A GRAVELED ROAD, THENCE
 MK1610'0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG
 MK1610'A SAND ROAD, AT THE FLIGHT AIRPORT, 87 FEET NORTH OF THE NORTHWEST
 MK1610'CORNER OF AN OLD FARMHOUSE, 9 FEET WEST OF THE SOUTHWEST CORNER
 MK1610'OF THE MOST WESTERLY ONE OF TWO HANGARS, 3 FEET SOUTHWEST OF A
 MK1610'HANGAR DOOR SUPPORT, 1.5 FEET SOUTH OF A WITNESS POST, SET IN
 MK1610'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK1610'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1587 ***********************************************************************
 MK1587  DESIGNATION -  R 308
 MK1587  PID         -  MK1587
 MK1587  STATE/COUNTY-  NE/NANCE
 MK1587  USGS QUAD   -  GENOA (1958)
 MK1587
 MK1587                         *CURRENT SURVEY CONTROL
 MK1587  ___________________________________________________________________
 MK1587* NAD 83(1986)-  41 26 54.     (N)    097 44 33.     (W)     SCALED    
 MK1587* NAVD 88     -       486.243  (meters)    1595.28   (feet)  ADJUSTED  
 MK1587  ___________________________________________________________________
 MK1587  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 MK1587  DYNAMIC HT  -         486.017 (meters)    1594.54  (feet)  COMP
 MK1587  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 MK1587
 MK1587  VERT ORDER  -  SECOND    CLASS 0
 MK1587
 MK1587.The horizontal coordinates were scaled from a topographic map and have
 MK1587.an estimated accuracy of +/- 6 seconds.
 MK1587
 MK1587.The orthometric height was determined by differential leveling
 MK1587.and adjusted by the National Geodetic Survey in June 1991..
 MK1587
 MK1587.The geoid height was determined by GEOID03.
 MK1587
 MK1587.The dynamic height is computed by dividing the NAVD 88
 MK1587.geopotential number by the normal gravity value computed on the
 MK1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1587.degrees latitude (g = 980.6199 gals.).
 MK1587
 MK1587.The modeled gravity was interpolated from observed gravity values.
 MK1587
 MK1587;                    North         East    Units  Estimated Accuracy
 MK1587;SPC NE       -   181,770.      688,560.      MT  (+/- 180 meters Scaled)
 MK1587
 MK1587                          SUPERSEDED SURVEY CONTROL
 MK1587
 MK1587  NGVD 29 (??/??/92)  486.034  (m)         1594.60   (f) ADJ UNCH    2 0
 MK1587
 MK1587.Superseded values are not recommended for survey control.
 MK1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1587.See file dsdata.txt to determine how the superseded data were derived.
 MK1587
 MK1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL050892(NAD 83)
 MK1587_MARKER: DB = BENCH MARK DISK
 MK1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1587_STAMPING: R 308 1950
 MK1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1587+STABILITY: SURFACE MOTION
 MK1587
 MK1587  HISTORY     - Date     Condition        Report By
 MK1587  HISTORY     - 1950     MONUMENTED       CGS
 MK1587
 MK1587                          STATION DESCRIPTION
 MK1587
 MK1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1587'AT GENOA.
 MK1587'AT GENOA, AT THE JUNCTION OF STATE HIGHWAYS 22 AND 39, 0.65 MILE
 MK1587'WEST OF THE POST OFFICE, 142 FEET SOUTHWEST OF THE CENTER LINE
 MK1587'OF STATE HIGHWAY 39, 91 FEET SOUTH OF UNION PACIFIC RAILROAD
 MK1587'MILEPOST 12, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MK1587'RAILROAD, 73 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 MK1587'22, 1 FOOT NORTHEAST OF A FENCE, 2.5 FEET SOUTHEAST OF A WITNESS
 MK1587'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK1587'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1424 ***********************************************************************
 MK1424  DESIGNATION -  R 309
 MK1424  PID         -  MK1424
 MK1424  STATE/COUNTY-  NE/MERRICK
 MK1424  USGS QUAD   -  SILVER CREEK (1958)
 MK1424
 MK1424                         *CURRENT SURVEY CONTROL
 MK1424  ___________________________________________________________________
 MK1424* NAD 83(1986)-  41 21 34.     (N)    097 41 40.     (W)     SCALED    
 MK1424* NAVD 88     -       480.277  (meters)    1575.71   (feet)  ADJUSTED  
 MK1424  ___________________________________________________________________
 MK1424  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 MK1424  DYNAMIC HT  -         480.055 (meters)    1574.98  (feet)  COMP
 MK1424  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 MK1424
 MK1424  VERT ORDER  -  SECOND    CLASS 0
 MK1424
 MK1424.The horizontal coordinates were scaled from a topographic map and have
 MK1424.an estimated accuracy of +/- 6 seconds.
 MK1424
 MK1424.The orthometric height was determined by differential leveling
 MK1424.and adjusted by the National Geodetic Survey in June 1991..
 MK1424
 MK1424.The geoid height was determined by GEOID03.
 MK1424
 MK1424.The dynamic height is computed by dividing the NAVD 88
 MK1424.geopotential number by the normal gravity value computed on the
 MK1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1424.degrees latitude (g = 980.6199 gals.).
 MK1424
 MK1424.The modeled gravity was interpolated from observed gravity values.
 MK1424
 MK1424;                    North         East    Units  Estimated Accuracy
 MK1424;SPC NE       -   172,010.      692,830.      MT  (+/- 180 meters Scaled)
 MK1424
 MK1424                          SUPERSEDED SURVEY CONTROL
 MK1424
 MK1424  NGVD 29 (??/??/92)  480.073  (m)         1575.04   (f) ADJ UNCH    2 0
 MK1424
 MK1424.Superseded values are not recommended for survey control.
 MK1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1424.See file dsdata.txt to determine how the superseded data were derived.
 MK1424
 MK1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL092794(NAD 83)
 MK1424_MARKER: DB = BENCH MARK DISK
 MK1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1424_STAMPING: R 309 1950
 MK1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1424+STABILITY: SURFACE MOTION
 MK1424
 MK1424  HISTORY     - Date     Condition        Report By
 MK1424  HISTORY     - 1950     MONUMENTED       CGS
 MK1424
 MK1424                          STATION DESCRIPTION
 MK1424
 MK1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1424'4.7 MI NW FROM SILVER CREEK.
 MK1424'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1424'AT SILVER CREEK, THENCE 1.6 MILES WEST ALONG A GRAVELED ROAD,
 MK1424'THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.5 MILES
 MK1424'NORTH ALONG STATE HIGHWAY 39, 0.1 MILE SOUTH OF A CONCRETE BLOCK
 MK1424'FARMHOUSE WHICH IS ON THE EAST SIDE OF THE HIGHWAY, 37 FEET
 MK1424'WEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET NORTH OF TELEPHONE
 MK1424'POLE 5, 20 FEET SOUTH OF THE CENTER OF A WIRE GATE, 2 FEET
 MK1424'SOUTHWEST OF A FENCE CORNER, 1.3 FEET WEST OF A FENCE, 1 FOOT
 MK1424'SOUTH OF A FENCE, 1.3 FEET NORTH OF A WITNESS POST, SET IN THE
 MK1424'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1425 ***********************************************************************
 MK1425  DESIGNATION -  R 309 RESET
 MK1425  PID         -  MK1425
 MK1425  STATE/COUNTY-  NE/MERRICK
 MK1425  USGS QUAD   -  SILVER CREEK (1958)
 MK1425
 MK1425                         *CURRENT SURVEY CONTROL
 MK1425  ___________________________________________________________________
 MK1425* NAD 83(1986)-  41 21 33.     (N)    097 41 40.     (W)     SCALED    
 MK1425* NAVD 88     -       480.42   (meters)    1576.2    (feet)  RESET     
 MK1425  ___________________________________________________________________
 MK1425  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 MK1425
 MK1425  VERT ORDER  -  THIRD
 MK1425
 MK1425.The horizontal coordinates were scaled from a topographic map and have
 MK1425.an estimated accuracy of +/- 6 seconds.
 MK1425
 MK1425.The orthometric height was computed from unverified reset data.
 MK1425
 MK1425.The geoid height was determined by GEOID03.
 MK1425
 MK1425;                    North         East    Units  Estimated Accuracy
 MK1425;SPC NE       -   171,980.      692,830.      MT  (+/- 180 meters Scaled)
 MK1425
 MK1425                          SUPERSEDED SURVEY CONTROL
 MK1425
 MK1425  NGVD 29 (??/??/??)  480.22   (m)         1575.5    (f) RESET       3  
 MK1425
 MK1425.Superseded values are not recommended for survey control.
 MK1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1425.See file dsdata.txt to determine how the superseded data were derived.
 MK1425
 MK1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL092794(NAD 83)
 MK1425_MARKER: DB = BENCH MARK DISK
 MK1425_SETTING: 0 = UNSPECIFIED SETTING
 MK1425_STAMPING: R 309 1950 RESET 1960
 MK1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1425
 MK1425  HISTORY     - Date     Condition        Report By
 MK1425  HISTORY     - 1960     MONUMENTED       CGS
 MK1425
 MK1425                          STATION DESCRIPTION
 MK1425
 MK1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1425'0.1 MI NW FROM SILVER CREEK.
 MK1425'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1425'AT SILVER CREEK, THENCE 1.6 MILES WEST ALONG A GRAVEL ROAD, THENCE
 MK1425'0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 2.5 MILES NORTH ALONG
 MK1425'STATE HIGHWAY 39, 0.1 MILE SOUTH OF A CONCRETE BLOCK FARMHOUSE
 MK1425'WHICH IS ON THE EAST SIDE OF THE HIGHWAY, 65 FEET WEST OF THE CENTER
 MK1425'OF STATE HIGHWAY 39, 10 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 MK1425'EAST OF A FENCE, ONE FOOT SOUTH OF A STEEL WITNESS POST AND
 MK1425'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0251 ***********************************************************************
 MM0251  CBN         -  This is a Cooperative Base Network Control Station.
 MM0251  DESIGNATION -  R 31
 MM0251  PID         -  MM0251
 MM0251  STATE/COUNTY-  NE/ARTHUR
 MM0251  USGS QUAD   -  ARTHUR (1985)
 MM0251
 MM0251                         *CURRENT SURVEY CONTROL
 MM0251  ___________________________________________________________________
 MM0251* NAD 83(1995)-  41 33 41.06504(N)    101 42 40.40563(W)     ADJUSTED  
 MM0251* NAVD 88     -      1116.411  (meters)    3662.76   (feet)  ADJUSTED  
 MM0251  ___________________________________________________________________
 MM0251  X           -    -970,296.252 (meters)                     COMP
 MM0251  Y           -  -4,680,765.644 (meters)                     COMP
 MM0251  Z           -   4,210,004.969 (meters)                     COMP
 MM0251  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 MM0251  ELLIP HEIGHT-        1096.09  (meters)          (09/24/01) GPS OBS
 MM0251  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 MM0251  DYNAMIC HT  -        1115.728 (meters)    3660.52  (feet)  COMP
 MM0251  MODELED GRAV-     979,972.2   (mgal)                       NAVD 88
 MM0251
 MM0251  HORZ ORDER  -  B
 MM0251  VERT ORDER  -  SECOND    CLASS 0
 MM0251  ELLP ORDER  -  FOURTH    CLASS I
 MM0251
 MM0251.The horizontal coordinates were established by GPS observations
 MM0251.and adjusted by the National Geodetic Survey in June 1996..
 MM0251
 MM0251.The orthometric height was determined by differential leveling
 MM0251.and adjusted by the National Geodetic Survey in June 1991..
 MM0251
 MM0251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0251
 MM0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0251
 MM0251.The ellipsoidal height was determined by GPS observations
 MM0251.and is referenced to NAD 83.
 MM0251
 MM0251.The geoid height was determined by GEOID03.
 MM0251
 MM0251.The dynamic height is computed by dividing the NAVD 88
 MM0251.geopotential number by the normal gravity value computed on the
 MM0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0251.degrees latitude (g = 980.6199 gals.).
 MM0251
 MM0251.The modeled gravity was interpolated from observed gravity values.
 MM0251
 MM0251;                    North         East     Units Scale Factor Converg.
 MM0251;SPC NE       -   193,271.954   357,312.407   MT  0.99965906   -1 08 02.5
 MM0251;UTM  14      - 4,604,631.727   273,917.386   MT  1.00022905   -1 47 58.0
 MM0251
 MM0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0251!SPC NE       -   0.99982811  x   0.99965906  =   0.99948723
 MM0251!UTM  14      -   0.99982811  x   1.00022905  =   1.00005712
 MM0251
 MM0251                          SUPERSEDED SURVEY CONTROL
 MM0251
 MM0251  ELLIP H (06/25/96) 1096.13   (m)                       GP(       ) 1 1
 MM0251  NAVD 88 (06/25/96) 1116.41   (m)         3662.8    (f) LEVELING    3  
 MM0251  NGVD 29 (??/??/92) 1115.930  (m)         3661.18   (f) ADJ UNCH    2 0
 MM0251
 MM0251.Superseded values are not recommended for survey control.
 MM0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0251.See file dsdata.txt to determine how the superseded data were derived.
 MM0251
 MM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM7391704632(NAD 83)
 MM0251_MARKER: DB = BENCH MARK DISK
 MM0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0251_STAMPING: R 31 1934
 MM0251_MARK LOGO: CGS   
 MM0251_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MM0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0251+STABILITY: SURFACE MOTION
 MM0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0251+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1995
 MM0251
 MM0251  HISTORY     - Date     Condition        Report By
 MM0251  HISTORY     - 1934     MONUMENTED       CGS
 MM0251  HISTORY     - 1941     GOOD             NGS
 MM0251  HISTORY     - 19950517 GOOD             NGS
 MM0251
 MM0251                          STATION DESCRIPTION
 MM0251
 MM0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MM0251'1.4 MI S FROM ARTHUR.
 MM0251'1.4 MILES SOUTH ALONG STATE HIGHWAY 61 FROM ARTHUR, ARTHUR
 MM0251'COUNTY, 38 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 MM0251'9 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0251'STAMPED R 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0251
 MM0251                          STATION RECOVERY (1995)
 MM0251
 MM0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MM0251'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) SOUTHWEST OF ARTHUR, 0.35
 MM0251'MI (0.56 KM) WEST OF THE ARTHUR CEMETERY, SOUTH OF AND OPPOSITE THE
 MM0251'CENTER OF THE RUNWAY OF THE ARTHUR AIRPORT, ON HIGHWAY RIGHT-OF-WAY
 MM0251'AND IN THE NW1/4, SEC4, T18N, R38W.  TO REACH THE MARK FROM THE
 MM0251'COURTHOUSE IN ARTHUR, GO SOUTHWESTERLY ON STATE HIGHWAYS 92 AND 61 FOR
 MM0251'1.25 MI (2.01 KM) TO THE MARK ON THE LEFT.  THE DISK IS SET INTO THE
 MM0251'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.3 FT (9.1 CM)
 MM0251'ABOVE THE GROUND.  IT IS 209.5 FT (63.9 M) SOUTH FROM THE CENTERLINE
 MM0251'OF THE HIGHWAY, 42.0 FT (12.8 M) NORTH FROM AN EAST/WEST FENCE AND
 MM0251'1.65 FT (0.50 M) EAST FROM A WITNESS POST.  REBAR WAS DRIVEN ALONG THE
 MM0251'NORTH SIDE OF THE MARK.  4 WHEEL DRIVE VEHICLE RECOMMENDED IN ORDER TO
 MM0251'DRIVE UP TO STATION AS GROUND IS OF SANDY NATURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0534 ***********************************************************************
 ML0534  DESIGNATION -  R 310
 ML0534  PID         -  ML0534
 ML0534  STATE/COUNTY-  NE/WHEELER
 ML0534  USGS QUAD   -  GREELEY NE (1985)
 ML0534
 ML0534                         *CURRENT SURVEY CONTROL
 ML0534  ___________________________________________________________________
 ML0534* NAD 83(1986)-  41 44 26.     (N)    098 34 15.     (W)     SCALED    
 ML0534* NAVD 88     -       612.376  (meters)    2009.10   (feet)  ADJUSTED  
 ML0534  ___________________________________________________________________
 ML0534  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 ML0534  DYNAMIC HT  -         612.085 (meters)    2008.15  (feet)  COMP
 ML0534  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 ML0534
 ML0534  VERT ORDER  -  SECOND    CLASS 0
 ML0534
 ML0534.The horizontal coordinates were scaled from a topographic map and have
 ML0534.an estimated accuracy of +/- 6 seconds.
 ML0534
 ML0534.The orthometric height was determined by differential leveling
 ML0534.and adjusted by the National Geodetic Survey in June 1991..
 ML0534
 ML0534.The geoid height was determined by GEOID03.
 ML0534
 ML0534.The dynamic height is computed by dividing the NAVD 88
 ML0534.geopotential number by the normal gravity value computed on the
 ML0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0534.degrees latitude (g = 980.6199 gals.).
 ML0534
 ML0534.The modeled gravity was interpolated from observed gravity values.
 ML0534
 ML0534;                    North         East    Units  Estimated Accuracy
 ML0534;SPC NE       -   212,730.      618,840.      MT  (+/- 180 meters Scaled)
 ML0534
 ML0534                          SUPERSEDED SURVEY CONTROL
 ML0534
 ML0534  NGVD 29 (??/??/92)  612.134  (m)         2008.31   (f) ADJ UNCH    2 0
 ML0534
 ML0534.Superseded values are not recommended for survey control.
 ML0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0534.See file dsdata.txt to determine how the superseded data were derived.
 ML0534
 ML0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM356210(NAD 83)
 ML0534_MARKER: DB = BENCH MARK DISK
 ML0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0534_STAMPING: R 310 1950
 ML0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0534+STABILITY: SURFACE MOTION
 ML0534
 ML0534  HISTORY     - Date     Condition        Report By
 ML0534  HISTORY     - 1950     MONUMENTED       CGS
 ML0534
 ML0534                          STATION DESCRIPTION
 ML0534
 ML0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0534'7.2 MI SE FROM ERICSON.
 ML0534'7.15 MILES SOUTHEAST ALONG A SAND ROAD FROM THE FARMERS STATE
 ML0534'BANK AT ERICSON, 1.2 MILES WEST OF U.S. HIGHWAY 281, AT THE
 ML0534'SOUTHWEST CORNER OF A GROVE OF COTTONWOOD TREES, 52 FEET NORTH
 ML0534'OF THE CENTER LINE OF THE ROAD, 37 FEET SOUTHEAST OF THE CENTER
 ML0534'OF A GATE, 1.3 FEET SOUTHWEST OF A FENCE, 1.5 FEET SOUTHEAST OF
 ML0534'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0534'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1681 ***********************************************************************
 MK1681  DESIGNATION -  R 311
 MK1681  PID         -  MK1681
 MK1681  STATE/COUNTY-  NE/MADISON
 MK1681  USGS QUAD   -  CLOSTER NE (1985)
 MK1681
 MK1681                         *CURRENT SURVEY CONTROL
 MK1681  ___________________________________________________________________
 MK1681* NAD 83(1986)-  41 54 59.     (N)    097 49 57.     (W)     SCALED    
 MK1681* NAVD 88     -       593.349  (meters)    1946.68   (feet)  ADJUSTED  
 MK1681  ___________________________________________________________________
 MK1681  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 MK1681  DYNAMIC HT  -         593.104 (meters)    1945.88  (feet)  COMP
 MK1681  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 MK1681
 MK1681  VERT ORDER  -  SECOND    CLASS 0
 MK1681
 MK1681.The horizontal coordinates were scaled from a topographic map and have
 MK1681.an estimated accuracy of +/- 6 seconds.
 MK1681
 MK1681.The orthometric height was determined by differential leveling
 MK1681.and adjusted by the National Geodetic Survey in June 1991..
 MK1681
 MK1681.The geoid height was determined by GEOID03.
 MK1681
 MK1681.The dynamic height is computed by dividing the NAVD 88
 MK1681.geopotential number by the normal gravity value computed on the
 MK1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1681.degrees latitude (g = 980.6199 gals.).
 MK1681
 MK1681.The modeled gravity was interpolated from observed gravity values.
 MK1681
 MK1681;                    North         East    Units  Estimated Accuracy
 MK1681;SPC NE       -   233,530.      679,740.      MT  (+/- 180 meters Scaled)
 MK1681
 MK1681                          SUPERSEDED SURVEY CONTROL
 MK1681
 MK1681  NGVD 29 (??/??/92)  593.136  (m)         1945.98   (f) ADJ UNCH    2 0
 MK1681
 MK1681.Superseded values are not recommended for survey control.
 MK1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1681.See file dsdata.txt to determine how the superseded data were derived.
 MK1681
 MK1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM968411(NAD 83)
 MK1681_MARKER: DB = BENCH MARK DISK
 MK1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1681_STAMPING: R 311 1950
 MK1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1681+STABILITY: SURFACE MOTION
 MK1681
 MK1681  HISTORY     - Date     Condition        Report By
 MK1681  HISTORY     - 1950     MONUMENTED       CGS
 MK1681  HISTORY     - 1971     GOOD             NGS
 MK1681
 MK1681                          STATION DESCRIPTION
 MK1681
 MK1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MK1681'9.1 MI S FROM TILDEN.
 MK1681'9.1 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF U.S.
 MK1681'HIGHWAY 275 AND STATE HIGHWAY 39 AT THE NORTH EDGE OF TILDEN, IN
 MK1681'THE NORTHEAST ANGLE OF A T-ROAD INTERSECTION, 104 FEET EAST OF
 MK1681'THE CENTER OF STATE HIGHWAY 39, 34 FEET NORTH OF THE CENTER OF
 MK1681'AN EAST-WEST ROAD, 2 FEET EAST OF A POWERLINE POLE, 2 FEET
 MK1681'NORTHEAST OF A 4 X 4-INCH WOODEN WITNESS POST, SET IN TOP OF A
 MK1681'12-INCH CYLINDDHCAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 MK1681'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0039 ***********************************************************************
 ML0039  DESIGNATION -  R 312
 ML0039  PID         -  ML0039
 ML0039  STATE/COUNTY-  NE/BOONE
 ML0039  USGS QUAD   -  ALBION WEST (1985)
 ML0039
 ML0039                         *CURRENT SURVEY CONTROL
 ML0039  ___________________________________________________________________
 ML0039* NAD 83(1986)-  41 43 11.     (N)    098 03 45.     (W)     SCALED    
 ML0039* NAVD 88     -       549.129  (meters)    1801.60   (feet)  ADJUSTED  
 ML0039  ___________________________________________________________________
 ML0039  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML0039  DYNAMIC HT  -         548.885 (meters)    1800.80  (feet)  COMP
 ML0039  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 ML0039
 ML0039  VERT ORDER  -  SECOND    CLASS 0
 ML0039
 ML0039.This mark is at Albion Municipal Airport (BVN)
 ML0039
 ML0039.The horizontal coordinates were scaled from a topographic map and have
 ML0039.an estimated accuracy of +/- 6 seconds.
 ML0039
 ML0039.The orthometric height was determined by differential leveling
 ML0039.and adjusted by the National Geodetic Survey in June 1991..
 ML0039
 ML0039.The geoid height was determined by GEOID03.
 ML0039
 ML0039.The dynamic height is computed by dividing the NAVD 88
 ML0039.geopotential number by the normal gravity value computed on the
 ML0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0039.degrees latitude (g = 980.6199 gals.).
 ML0039
 ML0039.The modeled gravity was interpolated from observed gravity values.
 ML0039
 ML0039;                    North         East    Units  Estimated Accuracy
 ML0039;SPC NE       -   211,240.      661,160.      MT  (+/- 180 meters Scaled)
 ML0039
 ML0039                          SUPERSEDED SURVEY CONTROL
 ML0039
 ML0039  NGVD 29 (??/??/92)  548.904  (m)         1800.86   (f) ADJ UNCH    2 0
 ML0039
 ML0039.Superseded values are not recommended for survey control.
 ML0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0039.See file dsdata.txt to determine how the superseded data were derived.
 ML0039
 ML0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM779190(NAD 83)
 ML0039_MARKER: DB = BENCH MARK DISK
 ML0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0039_STAMPING: R 312 1950
 ML0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0039+STABILITY: SURFACE MOTION
 ML0039
 ML0039  HISTORY     - Date     Condition        Report By
 ML0039  HISTORY     - 1950     MONUMENTED       CGS
 ML0039  HISTORY     - 1954     MARK NOT FOUND   USGS
 ML0039
 ML0039                          STATION DESCRIPTION
 ML0039
 ML0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0039'4.2 MI NW FROM ALBION.
 ML0039'0.2 MILE WEST ALONG CHURCH STREET FROM THE POST OFFICE AT ALBION,
 ML0039'THENCE 0.3 MILE NORTH ALONG 6TH STREET, THENCE 3.7 MILES NORTHWEST
 ML0039'ALONG A GRAVELED ROAD, AT THE PACKARD AIRPORT, 37 FEET EAST OF THE
 ML0039'CENTER OF THE MAIN GATE, 16 FEET SOUTH OF A FENCE, 5.1 FEET
 ML0039'SOUTHWEST OF THE NORTHWEST CORNER OF THE MOST EASTERLY HANGAR,
 ML0039'34.4 FEET NORTH OF THE SOUTHWEST CORNER OF THE HANGAR, SET IN THE
 ML0039'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 ML0039
 ML0039                          STATION RECOVERY (1954)
 ML0039
 ML0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 ML0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0098 ***********************************************************************
 ML0098  DESIGNATION -  R 313
 ML0098  PID         -  ML0098
 ML0098  STATE/COUNTY-  NE/WHEELER
 ML0098  USGS QUAD   -  MUD CREEK (1985)
 ML0098
 ML0098                         *CURRENT SURVEY CONTROL
 ML0098  ___________________________________________________________________
 ML0098* NAD 83(1986)-  41 47 06.     (N)    098 18 48.     (W)     SCALED    
 ML0098* NAVD 88     -       650.733  (meters)    2134.95   (feet)  ADJUSTED  
 ML0098  ___________________________________________________________________
 ML0098  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 ML0098  DYNAMIC HT  -         650.434 (meters)    2133.97  (feet)  COMP
 ML0098  MODELED GRAV-     980,142.0   (mgal)                       NAVD 88
 ML0098
 ML0098  VERT ORDER  -  SECOND    CLASS 0
 ML0098
 ML0098.The horizontal coordinates were scaled from a topographic map and have
 ML0098.an estimated accuracy of +/- 6 seconds.
 ML0098
 ML0098.The orthometric height was determined by differential leveling
 ML0098.and adjusted by the National Geodetic Survey in June 1991..
 ML0098
 ML0098.The geoid height was determined by GEOID03.
 ML0098
 ML0098.The dynamic height is computed by dividing the NAVD 88
 ML0098.geopotential number by the normal gravity value computed on the
 ML0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0098.degrees latitude (g = 980.6199 gals.).
 ML0098
 ML0098.The modeled gravity was interpolated from observed gravity values.
 ML0098
 ML0098;                    North         East    Units  Estimated Accuracy
 ML0098;SPC NE       -   218,050.      640,160.      MT  (+/- 180 meters Scaled)
 ML0098
 ML0098                          SUPERSEDED SURVEY CONTROL
 ML0098
 ML0098  NGVD 29 (??/??/92)  650.493  (m)         2134.16   (f) ADJ UNCH    2 0
 ML0098
 ML0098.Superseded values are not recommended for survey control.
 ML0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0098.See file dsdata.txt to determine how the superseded data were derived.
 ML0098
 ML0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM570261(NAD 83)
 ML0098_MARKER: DB = BENCH MARK DISK
 ML0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0098_STAMPING: R 313 1950
 ML0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0098+STABILITY: SURFACE MOTION
 ML0098
 ML0098  HISTORY     - Date     Condition        Report By
 ML0098  HISTORY     - 1950     MONUMENTED       CGS
 ML0098
 ML0098                          STATION DESCRIPTION
 ML0098
 ML0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0098'9.7 MI NE FROM SPALDING.
 ML0098'6.6 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 ML0098'STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 3.1 MILES EAST
 ML0098'ALONG A SAND ROAD, 0.15 MILE SOUTHWEST OF A FARMHOUSE, 0.1 MILE
 ML0098'EAST OF A ROAD INTERSECTION, AT THE TOP OF A HILL, 25 FEET
 ML0098'NORTH OF THE CENTER LINE OF THE ROAD, 3.3 FEET SOUTH OF A FENCE,
 ML0098'1.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 ML0098'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0928 ***********************************************************************
 ML0928  DESIGNATION -  R 314
 ML0928  PID         -  ML0928
 ML0928  STATE/COUNTY-  NE/BLAINE
 ML0928  USGS QUAD   -  BREWSTER SE (1978)
 ML0928
 ML0928                         *CURRENT SURVEY CONTROL
 ML0928  ___________________________________________________________________
 ML0928* NAD 83(1986)-  41 50 59.     (N)    099 51 44.     (W)     SCALED    
 ML0928* NAVD 88     -       793.211  (meters)    2602.39   (feet)  ADJUSTED  
 ML0928  ___________________________________________________________________
 ML0928  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 ML0928  DYNAMIC HT  -         792.821 (meters)    2601.11  (feet)  COMP
 ML0928  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 ML0928
 ML0928  VERT ORDER  -  SECOND    CLASS 0
 ML0928
 ML0928.The horizontal coordinates were scaled from a topographic map and have
 ML0928.an estimated accuracy of +/- 6 seconds.
 ML0928
 ML0928.The orthometric height was determined by differential leveling
 ML0928.and adjusted by the National Geodetic Survey in June 1991..
 ML0928
 ML0928.The geoid height was determined by GEOID03.
 ML0928
 ML0928.The dynamic height is computed by dividing the NAVD 88
 ML0928.geopotential number by the normal gravity value computed on the
 ML0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0928.degrees latitude (g = 980.6199 gals.).
 ML0928
 ML0928.The modeled gravity was interpolated from observed gravity values.
 ML0928
 ML0928;                    North         East    Units  Estimated Accuracy
 ML0928;SPC NE       -   223,880.      511,440.      MT  (+/- 180 meters Scaled)
 ML0928
 ML0928                          SUPERSEDED SURVEY CONTROL
 ML0928
 ML0928  NGVD 29 (??/??/92)  792.930  (m)         2601.47   (f) ADJ UNCH    2 0
 ML0928
 ML0928.Superseded values are not recommended for survey control.
 ML0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0928.See file dsdata.txt to determine how the superseded data were derived.
 ML0928
 ML0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM284334(NAD 83)
 ML0928_MARKER: DB = BENCH MARK DISK
 ML0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0928_STAMPING: R 314 1950
 ML0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0928+STABILITY: SURFACE MOTION
 ML0928
 ML0928  HISTORY     - Date     Condition        Report By
 ML0928  HISTORY     - 1950     MONUMENTED       CGS
 ML0928
 ML0928                          STATION DESCRIPTION
 ML0928
 ML0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0928'13.5 MI NE FROM DUNNING.
 ML0928'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 ML0928'STATE HIGHWAYS 7 AND 2 AT DUNNING, THENCE 11.0 MILES NORTHEAST
 ML0928'ALONG A WINDING SAND ROAD, ALONG A NORTH AND SOUTH FENCE, ON THE
 ML0928'SIDE OF A HILL, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT
 ML0928'A CATTLE GUARD, 1 FOOT WEST OF A FENCE, 1.8 FEET NORTH OF A
 ML0928'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0928'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0865 ***********************************************************************
 LH0865  DESIGNATION -  R 315
 LH0865  PID         -  LH0865
 LH0865  STATE/COUNTY-  NE/DAWSON
 LH0865  USGS QUAD   -  SUMNER (1962)
 LH0865
 LH0865                         *CURRENT SURVEY CONTROL
 LH0865  ___________________________________________________________________
 LH0865* NAD 83(1986)-  40 58 22.     (N)    099 36 40.     (W)     SCALED    
 LH0865* NAVD 88     -       739.440  (meters)    2425.98   (feet)  ADJUSTED  
 LH0865  ___________________________________________________________________
 LH0865  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 LH0865  DYNAMIC HT  -         739.020 (meters)    2424.60  (feet)  COMP
 LH0865  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 LH0865
 LH0865  VERT ORDER  -  SECOND    CLASS 0
 LH0865
 LH0865.The horizontal coordinates were scaled from a topographic map and have
 LH0865.an estimated accuracy of +/- 6 seconds.
 LH0865
 LH0865.The orthometric height was determined by differential leveling
 LH0865.and adjusted by the National Geodetic Survey in June 1991..
 LH0865
 LH0865.The geoid height was determined by GEOID03.
 LH0865
 LH0865.The dynamic height is computed by dividing the NAVD 88
 LH0865.geopotential number by the normal gravity value computed on the
 LH0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0865.degrees latitude (g = 980.6199 gals.).
 LH0865
 LH0865.The modeled gravity was interpolated from observed gravity values.
 LH0865
 LH0865;                    North         East    Units  Estimated Accuracy
 LH0865;SPC NE       -   126,580.      532,720.      MT  (+/- 180 meters Scaled)
 LH0865
 LH0865                          SUPERSEDED SURVEY CONTROL
 LH0865
 LH0865  NGVD 29 (??/??/92)  739.165  (m)         2425.08   (f) ADJ UNCH    2 0
 LH0865
 LH0865.Superseded values are not recommended for survey control.
 LH0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0865.See file dsdata.txt to determine how the superseded data were derived.
 LH0865
 LH0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML485359(NAD 83)
 LH0865_MARKER: DB = BENCH MARK DISK
 LH0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0865_STAMPING: R 315 1950
 LH0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0865+STABILITY: SURFACE MOTION
 LH0865
 LH0865  HISTORY     - Date     Condition        Report By
 LH0865  HISTORY     - 1950     MONUMENTED       CGS
 LH0865
 LH0865                          STATION DESCRIPTION
 LH0865
 LH0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0865'3.2 MI SE FROM EDDYVILLE.
 LH0865'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 LH0865'AT EDDYVILLE, AT THE NORTH EDGE OF A WOODED AREA, 357 FEET WEST
 LH0865'OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING NORTH TO A
 LH0865'CEMETERY, 90 FEET EAST OF A POWER POLE, 36 FEET SOUTH OF THE
 LH0865'CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTH OF A FENCE, 1.5 FEET
 LH0865'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LH0865'IS FLUSH WITH THE GROUND.  NOTE-- THIS MARK IS 0.9 MILE NORTHWEST
 LH0865'OF BENCH MARK Q 315.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0836 ***********************************************************************
 ML0836  DESIGNATION -  R 316
 ML0836  PID         -  ML0836
 ML0836  STATE/COUNTY-  NE/CUSTER
 ML0836  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0836
 ML0836                         *CURRENT SURVEY CONTROL
 ML0836  ___________________________________________________________________
 ML0836* NAD 83(1986)-  41 05 46.     (N)    099 42 40.     (W)     SCALED    
 ML0836* NAVD 88     -       769.062  (meters)    2523.16   (feet)  ADJUSTED  
 ML0836  ___________________________________________________________________
 ML0836  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 ML0836  DYNAMIC HT  -         768.623 (meters)    2521.72  (feet)  COMP
 ML0836  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 ML0836
 ML0836  VERT ORDER  -  SECOND    CLASS 0
 ML0836
 ML0836.The horizontal coordinates were scaled from a topographic map and have
 ML0836.an estimated accuracy of +/- 6 seconds.
 ML0836
 ML0836.The orthometric height was determined by differential leveling
 ML0836.and adjusted by the National Geodetic Survey in June 1991..
 ML0836
 ML0836.The geoid height was determined by GEOID03.
 ML0836
 ML0836.The dynamic height is computed by dividing the NAVD 88
 ML0836.geopotential number by the normal gravity value computed on the
 ML0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0836.degrees latitude (g = 980.6199 gals.).
 ML0836
 ML0836.The modeled gravity was interpolated from observed gravity values.
 ML0836
 ML0836;                    North         East    Units  Estimated Accuracy
 ML0836;SPC NE       -   140,240.      524,260.      MT  (+/- 180 meters Scaled)
 ML0836
 ML0836                          SUPERSEDED SURVEY CONTROL
 ML0836
 ML0836  NGVD 29 (??/??/92)  768.778  (m)         2522.23   (f) ADJ UNCH    2 0
 ML0836
 ML0836.Superseded values are not recommended for survey control.
 ML0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0836.See file dsdata.txt to determine how the superseded data were derived.
 ML0836
 ML0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML402496(NAD 83)
 ML0836_MARKER: DB = BENCH MARK DISK
 ML0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0836_STAMPING: R 316 1950
 ML0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0836+STABILITY: SURFACE MOTION
 ML0836
 ML0836  HISTORY     - Date     Condition        Report By
 ML0836  HISTORY     - 1950     MONUMENTED       CGS
 ML0836  HISTORY     - 1983     GOOD             LOCSUR
 ML0836
 ML0836                          STATION DESCRIPTION
 ML0836
 ML0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0836'4.1 MI SE FROM OCONTO.
 ML0836'4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE UNION
 ML0836'PACIFIC RAILROAD STATION AT OCONTO, AT A JUNCTION WITH A DIRT
 ML0836'ROAD LEADING EAST, 56 FEET NORTHEAST OF THE CENTER LINE OF
 ML0836'THE HIGHWAY, 36 FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT
 ML0836'ROAD LEADING EAST, 28 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 ML0836'OF THE RAILROAD, 23 FEET NORTHEAST OF A FENCE, 6 FEET NORTHWEST
 ML0836'OF A POWER POLE, 1.6 FEET SOUTHEAST OF A WITNESS POST, SET IN
 ML0836'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 ML0836'GROUND.
 ML0836
 ML0836                          STATION RECOVERY (1983)
 ML0836
 ML0836'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 ML0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0799 ***********************************************************************
 ML0799  DESIGNATION -  R 317
 ML0799  PID         -  ML0799
 ML0799  STATE/COUNTY-  NE/CUSTER
 ML0799  USGS QUAD   -  CALLAWAY (1978)
 ML0799
 ML0799                         *CURRENT SURVEY CONTROL
 ML0799  ___________________________________________________________________
 ML0799* NAD 83(1986)-  41 19 16.     (N)    099 58 02.     (W)     SCALED    
 ML0799* NAVD 88     -       781.748  (meters)    2564.78   (feet)  ADJUSTED  
 ML0799  ___________________________________________________________________
 ML0799  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ML0799  DYNAMIC HT  -         781.323 (meters)    2563.39  (feet)  COMP
 ML0799  MODELED GRAV-     980,053.3   (mgal)                       NAVD 88
 ML0799
 ML0799  VERT ORDER  -  SECOND    CLASS 0
 ML0799
 ML0799.The horizontal coordinates were scaled from a topographic map and have
 ML0799.an estimated accuracy of +/- 6 seconds.
 ML0799
 ML0799.The orthometric height was determined by differential leveling
 ML0799.and adjusted by the National Geodetic Survey in June 1991..
 ML0799
 ML0799.The geoid height was determined by GEOID03.
 ML0799
 ML0799.The dynamic height is computed by dividing the NAVD 88
 ML0799.geopotential number by the normal gravity value computed on the
 ML0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0799.degrees latitude (g = 980.6199 gals.).
 ML0799
 ML0799.The modeled gravity was interpolated from observed gravity values.
 ML0799
 ML0799;                    North         East    Units  Estimated Accuracy
 ML0799;SPC NE       -   165,180.      502,740.      MT  (+/- 180 meters Scaled)
 ML0799
 ML0799                          SUPERSEDED SURVEY CONTROL
 ML0799
 ML0799  NGVD 29 (??/??/92)  781.500  (m)         2563.97   (f) ADJ UNCH    2 0
 ML0799
 ML0799.Superseded values are not recommended for survey control.
 ML0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0799.See file dsdata.txt to determine how the superseded data were derived.
 ML0799
 ML0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML190748(NAD 83)
 ML0799_MARKER: DB = BENCH MARK DISK
 ML0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0799_STAMPING: R 317 1950
 ML0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0799+STABILITY: SURFACE MOTION
 ML0799
 ML0799  HISTORY     - Date     Condition        Report By
 ML0799  HISTORY     - 1950     MONUMENTED       CGS
 ML0799
 ML0799                          STATION DESCRIPTION
 ML0799
 ML0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0799'4 MI NW FROM CALLAWAY.
 ML0799'0.3 MILE NORTHWEST ALONG NEBRASKA STATE HIGHWAY NO. 40 FROM THE
 ML0799'UNION PACIFIC RAILWAY STATION AT CALLAWAY, THENCE 1.6 MILES NORTH
 ML0799'ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHWEST ALONG A GRAVELED
 ML0799'ROAD, THENCE 1.45 MILES WEST ALONG A GRAVELED ROAD, 125 YARDS
 ML0799'(PACED) EAST OF A WOODEN BRIDGE OVER THE SOUTH LOUP RIVER, 0.1
 ML0799'MILE WEST OF A GROVE OF TREES, 33 FEET NORTH OF THE CENTER LINE
 ML0799'OF THE GRAVELED ROAD, 2.0 FEET NORTH OF A WOVEN WIRE FENCE, 1.6
 ML0799'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5 FOOT
 ML0799'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0898 ***********************************************************************
 ML0898  DESIGNATION -  R 318
 ML0898  PID         -  ML0898
 ML0898  STATE/COUNTY-  NE/CUSTER
 ML0898  USGS QUAD   -  WALWORTH (1978)
 ML0898
 ML0898                         *CURRENT SURVEY CONTROL
 ML0898  ___________________________________________________________________
 ML0898* NAD 83(1986)-  41 38 25.     (N)    099 35 49.     (W)     SCALED    
 ML0898* NAVD 88     -       735.475  (meters)    2412.97   (feet)  ADJUSTED  
 ML0898  ___________________________________________________________________
 ML0898  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 ML0898  DYNAMIC HT  -         735.098 (meters)    2411.73  (feet)  COMP
 ML0898  MODELED GRAV-     980,085.0   (mgal)                       NAVD 88
 ML0898
 ML0898  VERT ORDER  -  SECOND    CLASS 0
 ML0898
 ML0898.The horizontal coordinates were scaled from a topographic map and have
 ML0898.an estimated accuracy of +/- 6 seconds.
 ML0898
 ML0898.The orthometric height was determined by differential leveling
 ML0898.and adjusted by the National Geodetic Survey in June 1991..
 ML0898
 ML0898.The geoid height was determined by GEOID03.
 ML0898
 ML0898.The dynamic height is computed by dividing the NAVD 88
 ML0898.geopotential number by the normal gravity value computed on the
 ML0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0898.degrees latitude (g = 980.6199 gals.).
 ML0898
 ML0898.The modeled gravity was interpolated from observed gravity values.
 ML0898
 ML0898;                    North         East    Units  Estimated Accuracy
 ML0898;SPC NE       -   200,700.      533,570.      MT  (+/- 180 meters Scaled)
 ML0898
 ML0898                          SUPERSEDED SURVEY CONTROL
 ML0898
 ML0898  NGVD 29 (??/??/92)  735.200  (m)         2412.07   (f) ADJ UNCH    2 0
 ML0898
 ML0898.Superseded values are not recommended for survey control.
 ML0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0898.See file dsdata.txt to determine how the superseded data were derived.
 ML0898
 ML0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM502100(NAD 83)
 ML0898_MARKER: DB = BENCH MARK DISK
 ML0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0898_STAMPING: R 318 1950
 ML0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0898+STABILITY: SURFACE MOTION
 ML0898
 ML0898  HISTORY     - Date     Condition        Report By
 ML0898  HISTORY     - 1950     MONUMENTED       CGS
 ML0898
 ML0898                          STATION DESCRIPTION
 ML0898
 ML0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0898'2 MI E FROM GATES.
 ML0898'2.0 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 ML0898'GATES, AT A ROAD JUNCTION, AT THE NORTHWEST CORNER OF A GROVE OF
 ML0898'TREES, 45 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD,
 ML0898'30 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 7.7
 ML0898'FEET SOUTH OF A FORKED ELM TREE, 1.5 FEET NORTH OF A WITNESS
 ML0898'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 ML0898'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0954 ***********************************************************************
 ML0954  DESIGNATION -  R 319
 ML0954  PID         -  ML0954
 ML0954  STATE/COUNTY-  NE/CUSTER
 ML0954  USGS QUAD   -  ALMERIA SW (1952)
 ML0954
 ML0954                         *CURRENT SURVEY CONTROL
 ML0954  ___________________________________________________________________
 ML0954* NAD 83(1986)-  41 50 06.     (N)    099 42 51.     (W)     SCALED    
 ML0954* NAVD 88     -       769.491  (meters)    2524.57   (feet)  ADJUSTED  
 ML0954  ___________________________________________________________________
 ML0954  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 ML0954  DYNAMIC HT  -         769.112 (meters)    2523.33  (feet)  COMP
 ML0954  MODELED GRAV-     980,105.1   (mgal)                       NAVD 88
 ML0954
 ML0954  VERT ORDER  -  SECOND    CLASS 0
 ML0954
 ML0954.The horizontal coordinates were scaled from a topographic map and have
 ML0954.an estimated accuracy of +/- 6 seconds.
 ML0954
 ML0954.The orthometric height was determined by differential leveling
 ML0954.and adjusted by the National Geodetic Survey in June 1991..
 ML0954
 ML0954.The geoid height was determined by GEOID03.
 ML0954
 ML0954.The dynamic height is computed by dividing the NAVD 88
 ML0954.geopotential number by the normal gravity value computed on the
 ML0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0954.degrees latitude (g = 980.6199 gals.).
 ML0954
 ML0954.The modeled gravity was interpolated from observed gravity values.
 ML0954
 ML0954;                    North         East    Units  Estimated Accuracy
 ML0954;SPC NE       -   222,280.      523,740.      MT  (+/- 180 meters Scaled)
 ML0954
 ML0954                          SUPERSEDED SURVEY CONTROL
 ML0954
 ML0954  NGVD 29 (??/??/92)  769.213  (m)         2523.66   (f) ADJ UNCH    2 0
 ML0954
 ML0954.Superseded values are not recommended for survey control.
 ML0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0954.See file dsdata.txt to determine how the superseded data were derived.
 ML0954
 ML0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM407317(NAD 83)
 ML0954_MARKER: DB = BENCH MARK DISK
 ML0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0954_STAMPING: R 319 1950
 ML0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0954+STABILITY: SURFACE MOTION
 ML0954
 ML0954  HISTORY     - Date     Condition        Report By
 ML0954  HISTORY     - 1950     MONUMENTED       CGS
 ML0954
 ML0954                          STATION DESCRIPTION
 ML0954
 ML0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0954'11.5 MI NW FROM ALMERIA.
 ML0954'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0954'ALMERIA, THENCE 4.75 MILES WEST ALONG A GRADED SAND ROAD,
 ML0954'THENCE 3.35 MILES WEST ALONG A SAND ROAD, THENCE 0.9 MILE NORTH
 ML0954'ALONG A SAND ROAD, AT A WOODEN CORRAL, 645 FEET NORTHEAST OF A
 ML0954'WOODEN WINDMILL, 450 FEET NORTHWEST OF A LONE COTTONWOOD TREE,
 ML0954'90 FEET WEST OF THE CORRAL, 24 FEET WEST OF THE WEST END OF
 ML0954'A GATE, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 ML0954'SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE
 ML0954'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0786 ***********************************************************************
 LH0786  DESIGNATION -  R 320
 LH0786  PID         -  LH0786
 LH0786  STATE/COUNTY-  NE/DAWSON
 LH0786  USGS QUAD   -  COZAD (1971)
 LH0786
 LH0786                         *CURRENT SURVEY CONTROL
 LH0786  ___________________________________________________________________
 LH0786* NAD 83(1986)-  40 51 48.     (N)    099 59 45.     (W)     SCALED    
 LH0786* NAVD 88     -       760.434  (meters)    2494.86   (feet)  ADJUSTED  
 LH0786  ___________________________________________________________________
 LH0786  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 LH0786  DYNAMIC HT  -         759.989 (meters)    2493.40  (feet)  COMP
 LH0786  MODELED GRAV-     980,013.9   (mgal)                       NAVD 88
 LH0786
 LH0786  VERT ORDER  -  FIRST     CLASS II
 LH0786
 LH0786.The horizontal coordinates were scaled from a topographic map and have
 LH0786.an estimated accuracy of +/- 6 seconds.
 LH0786
 LH0786.The orthometric height was determined by differential leveling
 LH0786.and adjusted by the National Geodetic Survey in June 1991..
 LH0786.WARNING-Repeat measurements at this control monument indicate possible
 LH0786.vertical movement.
 LH0786
 LH0786.The geoid height was determined by GEOID03.
 LH0786
 LH0786.The dynamic height is computed by dividing the NAVD 88
 LH0786.geopotential number by the normal gravity value computed on the
 LH0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0786.degrees latitude (g = 980.6199 gals.).
 LH0786
 LH0786.The modeled gravity was interpolated from observed gravity values.
 LH0786
 LH0786;                    North         East    Units  Estimated Accuracy
 LH0786;SPC NE       -   114,360.      500,350.      MT  (+/- 180 meters Scaled)
 LH0786
 LH0786                          SUPERSEDED SURVEY CONTROL
 LH0786
 LH0786  NGVD 29 (02/14/92)  760.134  (m)         2493.87   (f) ADJUSTED    1 2
 LH0786
 LH0786.Superseded values are not recommended for survey control.
 LH0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0786.See file dsdata.txt to determine how the superseded data were derived.
 LH0786
 LH0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML160240(NAD 83)
 LH0786_MARKER: DB = BENCH MARK DISK
 LH0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0786_SP_SET: CONCRETE POST
 LH0786_STAMPING: R 320 1950
 LH0786_MARK LOGO: CGS   
 LH0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0786+STABILITY: SURFACE MOTION
 LH0786
 LH0786  HISTORY     - Date     Condition        Report By
 LH0786  HISTORY     - 1950     MONUMENTED       CGS
 LH0786  HISTORY     - 1986     GOOD             NGS
 LH0786
 LH0786                          STATION DESCRIPTION
 LH0786
 LH0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0786'0.7 MI NW FROM COZAD.
 LH0786'0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 LH0786'RAILROAD STATION AT COZAD, THENCE 0.1 MILE NORTH ALONG A
 LH0786'GRAVELED ROAD, AT THE EAST SIDE OF THE COZAD AIRPORT, 177 FEET
 LH0786'NORTHEAST OF THE EXTENDED CENTER LINE OF THE NORTHWEST AND
 LH0786'SOUTHEAST RUNWAY, 15 FEET SOUTH OF AN IRON FRAME GATE, 11 FEET
 LH0786'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE OVER
 LH0786'A DRAINAGE DITCH, 44 FEET WEST OF THE CENTER LINE OF A NORTH
 LH0786'AND SOUTH ROAD, 1.6 FEET WEST OF A FENCE, 2.4 FEET WEST OF A
 LH0786'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0786'0.4 FOOT ABOVE THE GROUND.
 LH0786
 LH0786                          STATION RECOVERY (1986)
 LH0786
 LH0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0780 ***********************************************************************
 ML0780  DESIGNATION -  R 321
 ML0780  PID         -  ML0780
 ML0780  STATE/COUNTY-  NE/CUSTER
 ML0780  USGS QUAD   -  OCONTO (1974)
 ML0780
 ML0780                         *CURRENT SURVEY CONTROL
 ML0780  ___________________________________________________________________
 ML0780* NAD 83(1986)-  41 08 25.     (N)    099 45 50.     (W)     SCALED    
 ML0780* NAVD 88     -       787.788  (meters)    2584.60   (feet)  ADJUSTED  
 ML0780  ___________________________________________________________________
 ML0780  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 ML0780  DYNAMIC HT  -         787.348 (meters)    2583.16  (feet)  COMP
 ML0780  MODELED GRAV-     980,038.7   (mgal)                       NAVD 88
 ML0780
 ML0780  VERT ORDER  -  SECOND    CLASS 0
 ML0780
 ML0780.The horizontal coordinates were scaled from a topographic map and have
 ML0780.an estimated accuracy of +/- 6 seconds.
 ML0780
 ML0780.The orthometric height was determined by differential leveling
 ML0780.and adjusted by the National Geodetic Survey in June 1991..
 ML0780
 ML0780.The geoid height was determined by GEOID03.
 ML0780
 ML0780.The dynamic height is computed by dividing the NAVD 88
 ML0780.geopotential number by the normal gravity value computed on the
 ML0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0780.degrees latitude (g = 980.6199 gals.).
 ML0780
 ML0780.The modeled gravity was interpolated from observed gravity values.
 ML0780
 ML0780;                    North         East    Units  Estimated Accuracy
 ML0780;SPC NE       -   145,130.      519,820.      MT  (+/- 180 meters Scaled)
 ML0780
 ML0780                          SUPERSEDED SURVEY CONTROL
 ML0780
 ML0780  NGVD 29 (??/??/92)  787.508  (m)         2583.68   (f) ADJ UNCH    2 0
 ML0780
 ML0780.Superseded values are not recommended for survey control.
 ML0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0780.See file dsdata.txt to determine how the superseded data were derived.
 ML0780
 ML0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML358546(NAD 83)
 ML0780_MARKER: DB = BENCH MARK DISK
 ML0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0780_STAMPING: R 321 1950
 ML0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0780+STABILITY: SURFACE MOTION
 ML0780
 ML0780  HISTORY     - Date     Condition        Report By
 ML0780  HISTORY     - 1950     MONUMENTED       CGS
 ML0780
 ML0780                          STATION DESCRIPTION
 ML0780
 ML0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0780'AT OCONTO.
 ML0780'AT OCONTO, 65 FEET SOUTHWEST OF THE WEST CORNER OF THE UNION
 ML0780'PACIFIC RAILROAD STATION, 36 FEET NORTHEAST OF THE CENTER LINE OF
 ML0780'STATE HIGHWAY 40, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 72
 ML0780'FEET NORTHWEST OF THE CENTER OF A GATE, 1 FOOT NORTHEAST OF A
 ML0780'FENCE, 2.4 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF
 ML0780'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0314 ***********************************************************************
 ML0314  DESIGNATION -  R 322
 ML0314  PID         -  ML0314
 ML0314  STATE/COUNTY-  NE/SHERMAN
 ML0314  USGS QUAD   -  ASHTON (1954)
 ML0314
 ML0314                         *CURRENT SURVEY CONTROL
 ML0314  ___________________________________________________________________
 ML0314* NAD 83(1986)-  41 13 14.     (N)    098 48 16.     (W)     SCALED    
 ML0314* NAVD 88     -       643.569  (meters)    2111.44   (feet)  ADJUSTED  
 ML0314  ___________________________________________________________________
 ML0314  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ML0314  DYNAMIC HT  -         643.240 (meters)    2110.36  (feet)  COMP
 ML0314  MODELED GRAV-     980,090.6   (mgal)                       NAVD 88
 ML0314
 ML0314  VERT ORDER  -  FIRST     CLASS II
 ML0314
 ML0314.The horizontal coordinates were scaled from a topographic map and have
 ML0314.an estimated accuracy of +/- 6 seconds.
 ML0314
 ML0314.The orthometric height was determined by differential leveling
 ML0314.and adjusted by the National Geodetic Survey in June 1991..
 ML0314
 ML0314.The geoid height was determined by GEOID03.
 ML0314
 ML0314.The dynamic height is computed by dividing the NAVD 88
 ML0314.geopotential number by the normal gravity value computed on the
 ML0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0314.degrees latitude (g = 980.6199 gals.).
 ML0314
 ML0314.The modeled gravity was interpolated from observed gravity values.
 ML0314
 ML0314;                    North         East    Units  Estimated Accuracy
 ML0314;SPC NE       -   154,710.      600,220.      MT  (+/- 180 meters Scaled)
 ML0314
 ML0314                          SUPERSEDED SURVEY CONTROL
 ML0314
 ML0314  NGVD 29 (??/??/92)  643.325  (m)         2110.64   (f) ADJ UNCH    1 2
 ML0314
 ML0314.Superseded values are not recommended for survey control.
 ML0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0314.See file dsdata.txt to determine how the superseded data were derived.
 ML0314
 ML0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163632(NAD 83)
 ML0314_MARKER: DB = BENCH MARK DISK
 ML0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0314_STAMPING: R 322 1950
 ML0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0314+STABILITY: SURFACE MOTION
 ML0314
 ML0314  HISTORY     - Date     Condition        Report By
 ML0314  HISTORY     - 1950     MONUMENTED       CGS
 ML0314
 ML0314                          STATION DESCRIPTION
 ML0314
 ML0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0314'2.6 MI S FROM ASHTON.
 ML0314'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ASHTON,
 ML0314'THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, THENCE 2.0 MILES
 ML0314'SOUTH ALONG A GRADED DIRT ROAD, 49 FEET EAST OF THE CENTER LINE OF
 ML0314'THE ROAD, 14.0 FEET EAST OF A FENCE CORNER, 17 FEET NORTHEAST OF
 ML0314'THE CENTER OF A GATE, 1.0 FOOT NORTH OF AN EAST-WEST FENCE, 2.0
 ML0314'FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 ML0314'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0290 ***********************************************************************
 ML0290  DESIGNATION -  R 323
 ML0290  PID         -  ML0290
 ML0290  STATE/COUNTY-  NE/SHERMAN
 ML0290  USGS QUAD   -  LOUP CITY (1978)
 ML0290
 ML0290                         *CURRENT SURVEY CONTROL
 ML0290  ___________________________________________________________________
 ML0290* NAD 83(1986)-  41 19 01.     (N)    098 59 43.     (W)     SCALED    
 ML0290* NAVD 88     -       649.240  (meters)    2130.05   (feet)  ADJUSTED  
 ML0290  ___________________________________________________________________
 ML0290  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 ML0290  DYNAMIC HT  -         648.906 (meters)    2128.95  (feet)  COMP
 ML0290  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 ML0290
 ML0290  VERT ORDER  -  FIRST     CLASS II
 ML0290
 ML0290.The horizontal coordinates were scaled from a topographic map and have
 ML0290.an estimated accuracy of +/- 6 seconds.
 ML0290
 ML0290.The orthometric height was determined by differential leveling
 ML0290.and adjusted by the National Geodetic Survey in June 1991..
 ML0290
 ML0290.The geoid height was determined by GEOID03.
 ML0290
 ML0290.The dynamic height is computed by dividing the NAVD 88
 ML0290.geopotential number by the normal gravity value computed on the
 ML0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0290.degrees latitude (g = 980.6199 gals.).
 ML0290
 ML0290.The modeled gravity was interpolated from observed gravity values.
 ML0290
 ML0290;                    North         East    Units  Estimated Accuracy
 ML0290;SPC NE       -   165,210.      584,100.      MT  (+/- 180 meters Scaled)
 ML0290
 ML0290                          SUPERSEDED SURVEY CONTROL
 ML0290
 ML0290  NGVD 29 (??/??/92)  648.991  (m)         2129.23   (f) ADJ UNCH    1 2
 ML0290
 ML0290.Superseded values are not recommended for survey control.
 ML0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0290.See file dsdata.txt to determine how the superseded data were derived.
 ML0290
 ML0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL003739(NAD 83)
 ML0290_MARKER: DB = BENCH MARK DISK
 ML0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0290_STAMPING: R 323 1950
 ML0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0290+STABILITY: SURFACE MOTION
 ML0290
 ML0290  HISTORY     - Date     Condition        Report By
 ML0290  HISTORY     - 1950     MONUMENTED       CGS
 ML0290
 ML0290                          STATION DESCRIPTION
 ML0290
 ML0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0290'3.4 MI NW FROM LOUP CITY.
 ML0290'0.1 MILE WEST ALONG NEBRASKA AVENUE FROM THE COURTHOUSE AT
 ML0290'LOUP CITY, THENCE 3.35 MILES NORTHWEST ALONG STATE HIGHWAY 58,
 ML0290'57 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET
 ML0290'NORTHWEST OF THE CENTER OF A GATE, 33 FEET SOUTH OF A POWER
 ML0290'POLE, 1 FOOT SOUTHWEST OF A FENCE, 1.3 FEET SOUTHEAST OF A
 ML0290'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0290'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1555 ***********************************************************************
 MK1555  DESIGNATION -  R 324
 MK1555  PID         -  MK1555
 MK1555  STATE/COUNTY-  NE/HAMILTON
 MK1555  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1555
 MK1555                         *CURRENT SURVEY CONTROL
 MK1555  ___________________________________________________________________
 MK1555* NAD 83(1986)-  41 04 45.     (N)    097 53 15.     (W)     SCALED    
 MK1555* NAVD 88     -       541.939  (meters)    1778.01   (feet)  ADJUSTED  
 MK1555  ___________________________________________________________________
 MK1555  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 MK1555  DYNAMIC HT  -         541.665 (meters)    1777.11  (feet)  COMP
 MK1555  MODELED GRAV-     980,100.2   (mgal)                       NAVD 88
 MK1555
 MK1555  VERT ORDER  -  SECOND    CLASS 0
 MK1555
 MK1555.The horizontal coordinates were scaled from a topographic map and have
 MK1555.an estimated accuracy of +/- 6 seconds.
 MK1555
 MK1555.The orthometric height was determined by differential leveling
 MK1555.and adjusted by the National Geodetic Survey in June 1991..
 MK1555
 MK1555.The geoid height was determined by GEOID03.
 MK1555
 MK1555.The dynamic height is computed by dividing the NAVD 88
 MK1555.geopotential number by the normal gravity value computed on the
 MK1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1555.degrees latitude (g = 980.6199 gals.).
 MK1555
 MK1555.The modeled gravity was interpolated from observed gravity values.
 MK1555
 MK1555;                    North         East    Units  Estimated Accuracy
 MK1555;SPC NE       -   140,490.      677,450.      MT  (+/- 180 meters Scaled)
 MK1555
 MK1555                          SUPERSEDED SURVEY CONTROL
 MK1555
 MK1555  NGVD 29 (??/??/92)  541.717  (m)         1777.28   (f) ADJ UNCH    2 0
 MK1555
 MK1555.Superseded values are not recommended for survey control.
 MK1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1555.See file dsdata.txt to determine how the superseded data were derived.
 MK1555
 MK1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL934481(NAD 83)
 MK1555_MARKER: DB = BENCH MARK DISK
 MK1555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1555_SP_SET: CONCRETE BASE
 MK1555_STAMPING: R 324 1950
 MK1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1555
 MK1555  HISTORY     - Date     Condition        Report By
 MK1555  HISTORY     - 1950     MONUMENTED       CGS
 MK1555
 MK1555                          STATION DESCRIPTION
 MK1555
 MK1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1555'AT HORDVILLE.
 MK1555'AT HORDVILLE, SET IN THE TOP OF THE NORTH CORNER OF THE CONCRETE
 MK1555'BASE OF THE NORTHWEST STEEL LEG OF THE CITY WATER TOWER, FLUSH
 MK1555'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1483 ***********************************************************************
 MK1483  DESIGNATION -  R 325
 MK1483  PID         -  MK1483
 MK1483  STATE/COUNTY-  NE/POLK
 MK1483  USGS QUAD   -  DURANT (1965)
 MK1483
 MK1483                         *CURRENT SURVEY CONTROL
 MK1483  ___________________________________________________________________
 MK1483* NAD 83(1986)-  41 05 25.     (N)    097 42 46.     (W)     SCALED    
 MK1483* NAVD 88     -       520.361  (meters)    1707.22   (feet)  ADJUSTED  
 MK1483  ___________________________________________________________________
 MK1483  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 MK1483  DYNAMIC HT  -         520.099 (meters)    1706.36  (feet)  COMP
 MK1483  MODELED GRAV-     980,102.8   (mgal)                       NAVD 88
 MK1483
 MK1483  VERT ORDER  -  SECOND    CLASS 0
 MK1483
 MK1483.The horizontal coordinates were scaled from a topographic map and have
 MK1483.an estimated accuracy of +/- 6 seconds.
 MK1483
 MK1483.The orthometric height was determined by differential leveling
 MK1483.and adjusted by the National Geodetic Survey in June 1991..
 MK1483
 MK1483.The geoid height was determined by GEOID03.
 MK1483
 MK1483.The dynamic height is computed by dividing the NAVD 88
 MK1483.geopotential number by the normal gravity value computed on the
 MK1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1483.degrees latitude (g = 980.6199 gals.).
 MK1483
 MK1483.The modeled gravity was interpolated from observed gravity values.
 MK1483
 MK1483;                    North         East    Units  Estimated Accuracy
 MK1483;SPC NE       -   142,100.      692,090.      MT  (+/- 180 meters Scaled)
 MK1483
 MK1483                          SUPERSEDED SURVEY CONTROL
 MK1483
 MK1483  NGVD 29 (??/??/92)  520.149  (m)         1706.52   (f) ADJ UNCH    2 0
 MK1483
 MK1483.Superseded values are not recommended for survey control.
 MK1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1483.See file dsdata.txt to determine how the superseded data were derived.
 MK1483
 MK1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL081495(NAD 83)
 MK1483_MARKER: DB = BENCH MARK DISK
 MK1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1483_STAMPING: R 325 1950
 MK1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1483+STABILITY: SURFACE MOTION
 MK1483
 MK1483  HISTORY     - Date     Condition        Report By
 MK1483  HISTORY     - 1950     MONUMENTED       CGS
 MK1483
 MK1483                          STATION DESCRIPTION
 MK1483
 MK1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1483'4.1 MI E FROM POLK.
 MK1483'3.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1483'AT POLK, THENCE 0.3 MILE NORTH ALONG A GRAVELED ROAD AT A
 MK1483'ROAD INTERSECTION, 139 FEET NORTH OF THE CENTER LINE OF AN
 MK1483'EAST AND WEST ROAD, 42 FEET NORTH OF THE CENTER OF A GATE,
 MK1483'32 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 MK1483'6 FEET NORTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, 2.4 FEET
 MK1483'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1483'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1515 ***********************************************************************
 MK1515  DESIGNATION -  R 327
 MK1515  PID         -  MK1515
 MK1515  STATE/COUNTY-  NE/POLK
 MK1515  USGS QUAD   -  SILVER CREEK SE (1958)
 MK1515
 MK1515                         *CURRENT SURVEY CONTROL
 MK1515  ___________________________________________________________________
 MK1515* NAD 83(1986)-  41 18 30.     (N)    097 30 10.     (W)     SCALED    
 MK1515* NAVD 88     -       464.167  (meters)    1522.85   (feet)  ADJUSTED  
 MK1515  ___________________________________________________________________
 MK1515  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 MK1515  DYNAMIC HT  -         463.957 (meters)    1522.17  (feet)  COMP
 MK1515  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 MK1515
 MK1515  VERT ORDER  -  SECOND    CLASS 0
 MK1515
 MK1515.The horizontal coordinates were scaled from a topographic map and have
 MK1515.an estimated accuracy of +/- 6 seconds.
 MK1515
 MK1515.The orthometric height was determined by differential leveling
 MK1515.and adjusted by the National Geodetic Survey in June 1991..
 MK1515
 MK1515.The geoid height was determined by GEOID03.
 MK1515
 MK1515.The dynamic height is computed by dividing the NAVD 88
 MK1515.geopotential number by the normal gravity value computed on the
 MK1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1515.degrees latitude (g = 980.6199 gals.).
 MK1515
 MK1515.The modeled gravity was interpolated from observed gravity values.
 MK1515
 MK1515;                    North         East    Units  Estimated Accuracy
 MK1515;SPC NE       -   166,780.      709,020.      MT  (+/- 180 meters Scaled)
 MK1515
 MK1515                          SUPERSEDED SURVEY CONTROL
 MK1515
 MK1515  NGVD 29 (??/??/92)  463.977  (m)         1522.23   (f) ADJ UNCH    2 0
 MK1515
 MK1515.Superseded values are not recommended for survey control.
 MK1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1515.See file dsdata.txt to determine how the superseded data were derived.
 MK1515
 MK1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL253740(NAD 83)
 MK1515_MARKER: DB = BENCH MARK DISK
 MK1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1515_STAMPING: R 327 1950
 MK1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1515+STABILITY: SURFACE MOTION
 MK1515
 MK1515  HISTORY     - Date     Condition        Report By
 MK1515  HISTORY     - 1950     MONUMENTED       CGS
 MK1515
 MK1515                          STATION DESCRIPTION
 MK1515
 MK1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1515'6 MI S FROM DUNCAN.
 MK1515'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1515'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A GRAVELED
 MK1515'ROAD, THENCE 3.0 MILES SOUTH ALONG A GRAVELED ROAD, AT A ROAD
 MK1515'INTERSECTION, 112 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MK1515'SOUTH ROAD, 79 FEET SOUTHWEST OF THE SOUTHWEST LEG OF A WINDMILL
 MK1515'TOWER, 77 FEET WEST OF A FENCE CORNER, 19 FEET NORTH OF THE
 MK1515'CENTER LINE OF AN EAST AND WEST ROAD, 1.3 FEET SOUTH OF A FENCE,
 MK1515'2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MK1515'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0691 ***********************************************************************
 ML0691  DESIGNATION -  R 328
 ML0691  PID         -  ML0691
 ML0691  STATE/COUNTY-  NE/VALLEY
 ML0691  USGS QUAD   -  ARCADIA EAST (1978)
 ML0691
 ML0691                         *CURRENT SURVEY CONTROL
 ML0691  ___________________________________________________________________
 ML0691* NAD 83(1986)-  41 24 10.     (N)    099 05 35.     (W)     SCALED    
 ML0691* NAVD 88     -       651.992  (meters)    2139.08   (feet)  ADJUSTED  
 ML0691  ___________________________________________________________________
 ML0691  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 ML0691  DYNAMIC HT  -         651.663 (meters)    2138.00  (feet)  COMP
 ML0691  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 ML0691
 ML0691  VERT ORDER  -  FIRST     CLASS II
 ML0691
 ML0691.The horizontal coordinates were scaled from a topographic map and have
 ML0691.an estimated accuracy of +/- 6 seconds.
 ML0691
 ML0691.The orthometric height was determined by differential leveling
 ML0691.and adjusted by the National Geodetic Survey in June 1991..
 ML0691
 ML0691.The geoid height was determined by GEOID03.
 ML0691
 ML0691.The dynamic height is computed by dividing the NAVD 88
 ML0691.geopotential number by the normal gravity value computed on the
 ML0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0691.degrees latitude (g = 980.6199 gals.).
 ML0691
 ML0691.The modeled gravity was interpolated from observed gravity values.
 ML0691
 ML0691;                    North         East    Units  Estimated Accuracy
 ML0691;SPC NE       -   174,650.      575,810.      MT  (+/- 180 meters Scaled)
 ML0691
 ML0691                          SUPERSEDED SURVEY CONTROL
 ML0691
 ML0691  NGVD 29 (??/??/92)  651.747  (m)         2138.27   (f) ADJ UNCH    1 2
 ML0691
 ML0691.Superseded values are not recommended for survey control.
 ML0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0691.See file dsdata.txt to determine how the superseded data were derived.
 ML0691
 ML0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML922834(NAD 83)
 ML0691_MARKER: DB = BENCH MARK DISK
 ML0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0691_STAMPING: R 328 1950
 ML0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0691+STABILITY: SURFACE MOTION
 ML0691
 ML0691  HISTORY     - Date     Condition        Report By
 ML0691  HISTORY     - 1950     MONUMENTED       CGS
 ML0691
 ML0691                          STATION DESCRIPTION
 ML0691
 ML0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0691'2.7 MI SE FROM ARCADIA.
 ML0691'2.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0691'RAILROAD FROM THE STATION AT ARCADIA, 45 FEET SOUTHWEST OF THE
 ML0691'SOUTHWEST RAIL, 26 FEET NORTHWEST OF THE 1ST POLE SOUTHEAST OF
 ML0691'MILEPOST 51, 1.6 FEET NORTHEAST OF A FENCE, 1.6 FEET NORTHWEST
 ML0691'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0691'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1344 ***********************************************************************
 MK1344  DESIGNATION -  R 329
 MK1344  PID         -  MK1344
 MK1344  STATE/COUNTY-  NE/BUTLER
 MK1344  USGS QUAD   -  DAVID CITY EAST (1968)
 MK1344
 MK1344                         *CURRENT SURVEY CONTROL
 MK1344  ___________________________________________________________________
 MK1344* NAD 83(1986)-  41 22 20.     (N)    097 06 02.     (W)     SCALED    
 MK1344* NAVD 88     -       422.873  (meters)    1387.38   (feet)  ADJUSTED  
 MK1344  ___________________________________________________________________
 MK1344  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 MK1344  DYNAMIC HT  -         422.685 (meters)    1386.76  (feet)  COMP
 MK1344  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 MK1344
 MK1344  VERT ORDER  -  SECOND    CLASS 0
 MK1344
 MK1344.The horizontal coordinates were scaled from a topographic map and have
 MK1344.an estimated accuracy of +/- 6 seconds.
 MK1344
 MK1344.The orthometric height was determined by differential leveling
 MK1344.and adjusted by the National Geodetic Survey in June 1991..
 MK1344
 MK1344.The geoid height was determined by GEOID03.
 MK1344
 MK1344.The dynamic height is computed by dividing the NAVD 88
 MK1344.geopotential number by the normal gravity value computed on the
 MK1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1344.degrees latitude (g = 980.6199 gals.).
 MK1344
 MK1344.The modeled gravity was interpolated from observed gravity values.
 MK1344
 MK1344;                    North         East    Units  Estimated Accuracy
 MK1344;SPC NE       -   174,920.      742,440.      MT  (+/- 180 meters Scaled)
 MK1344
 MK1344                          SUPERSEDED SURVEY CONTROL
 MK1344
 MK1344  NGVD 29 (??/??/92)  422.704  (m)         1386.82   (f) ADJ UNCH    2 0
 MK1344
 MK1344.Superseded values are not recommended for survey control.
 MK1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1344.See file dsdata.txt to determine how the superseded data were derived.
 MK1344
 MK1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL588818(NAD 83)
 MK1344_MARKER: DB = BENCH MARK DISK
 MK1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1344_STAMPING: R 329 1950
 MK1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1344+STABILITY: SURFACE MOTION
 MK1344
 MK1344  HISTORY     - Date     Condition        Report By
 MK1344  HISTORY     - 1950     MONUMENTED       CGS
 MK1344  HISTORY     - 1966     MARK NOT FOUND   USGS
 MK1344
 MK1344                          STATION DESCRIPTION
 MK1344
 MK1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1344'7.2 MI SW FROM SCHUYLER.
 MK1344'1 BLOCK WEST ALONG 11TH STREET FROM THE POST OFFICE AT SCHUYLER,
 MK1344'THENCE 4.65 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE 2.0 MILES
 MK1344'WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A
 MK1344'GRAVELED ROAD, 51 FEET EAST OF THE CENTER LINE OF A NORTH AND
 MK1344'SOUTH ROAD, 24 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 MK1344'ROAD LEADING WEST, 18.6 FEET EAST OF A POWER POLE, 1 FOOT WEST
 MK1344'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1344'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MK1344
 MK1344                          STATION RECOVERY (1966)
 MK1344
 MK1344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK1344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0898 ***********************************************************************
 MK0898  DESIGNATION -  R 330
 MK0898  PID         -  MK0898
 MK0898  STATE/COUNTY-  NE/BUTLER
 MK0898  USGS QUAD   -  ROGERS (1968)
 MK0898
 MK0898                         *CURRENT SURVEY CONTROL
 MK0898  ___________________________________________________________________
 MK0898* NAD 83(1986)-  41 25 22.     (N)    096 54 21.     (W)     SCALED    
 MK0898* NAVD 88     -       399.294  (meters)    1310.02   (feet)  ADJUSTED  
 MK0898  ___________________________________________________________________
 MK0898  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 MK0898  DYNAMIC HT  -         399.121 (meters)    1309.45  (feet)  COMP
 MK0898  MODELED GRAV-     980,177.1   (mgal)                       NAVD 88
 MK0898
 MK0898  VERT ORDER  -  SECOND    CLASS 0
 MK0898
 MK0898.The horizontal coordinates were scaled from a topographic map and have
 MK0898.an estimated accuracy of +/- 6 seconds.
 MK0898
 MK0898.The orthometric height was determined by differential leveling
 MK0898.and adjusted by the National Geodetic Survey in June 1991..
 MK0898
 MK0898.The geoid height was determined by GEOID03.
 MK0898
 MK0898.The dynamic height is computed by dividing the NAVD 88
 MK0898.geopotential number by the normal gravity value computed on the
 MK0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0898.degrees latitude (g = 980.6199 gals.).
 MK0898
 MK0898.The modeled gravity was interpolated from observed gravity values.
 MK0898
 MK0898;                    North         East    Units  Estimated Accuracy
 MK0898;SPC NE       -   181,100.      758,510.      MT  (+/- 180 meters Scaled)
 MK0898
 MK0898                          SUPERSEDED SURVEY CONTROL
 MK0898
 MK0898  NGVD 29 (??/??/92)  399.135  (m)         1309.50   (f) ADJ UNCH    2 0
 MK0898
 MK0898.Superseded values are not recommended for survey control.
 MK0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0898.See file dsdata.txt to determine how the superseded data were derived.
 MK0898
 MK0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL749878(NAD 83)
 MK0898_MARKER: DB = BENCH MARK DISK
 MK0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0898_STAMPING: R 330 1950
 MK0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0898+STABILITY: SURFACE MOTION
 MK0898
 MK0898  HISTORY     - Date     Condition        Report By
 MK0898  HISTORY     - 1950     MONUMENTED       CGS
 MK0898  HISTORY     - 1966     POOR             USGS
 MK0898
 MK0898                          STATION DESCRIPTION
 MK0898
 MK0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0898'2 MI NE FROM LINWOOD.
 MK0898'0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LINWOOD,
 MK0898'THENCE 0.4 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 MK0898'NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRADED
 MK0898'DIRT ROAD, AT THE BUTLER-SAUNDERS COUNTY LINE, 28 FEET WEST
 MK0898'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 34 FEET SOUTH
 MK0898'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 10 FEET WEST OF A
 MK0898'FENCE CORNER, 1 FOOT NORTH OF A FENCE, 2 FEET EAST OF A WITNESS
 MK0898'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MK0898'ABOVE THE GROUND.
 MK0898
 MK0898                          STATION RECOVERY (1966)
 MK0898
 MK0898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MK0898'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0145 ***********************************************************************
 LH0145  DESIGNATION -  R 331
 LH0145  PID         -  LH0145
 LH0145  STATE/COUNTY-  NE/HAMILTON
 LH0145  USGS QUAD   -  PHILLIPS (1962)
 LH0145
 LH0145                         *CURRENT SURVEY CONTROL
 LH0145  ___________________________________________________________________
 LH0145* NAD 83(1986)-  40 53 37.     (N)    098 13 35.     (W)     SCALED    
 LH0145* NAVD 88     -       573.419  (meters)    1881.29   (feet)  ADJUSTED  
 LH0145  ___________________________________________________________________
 LH0145  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 LH0145  DYNAMIC HT  -         573.117 (meters)    1880.30  (feet)  COMP
 LH0145  MODELED GRAV-     980,079.9   (mgal)                       NAVD 88
 LH0145
 LH0145  VERT ORDER  -  SECOND    CLASS 0
 LH0145
 LH0145.The horizontal coordinates were scaled from a topographic map and have
 LH0145.an estimated accuracy of +/- 6 seconds.
 LH0145
 LH0145.The orthometric height was determined by differential leveling
 LH0145.and adjusted by the National Geodetic Survey in June 1991..
 LH0145
 LH0145.The geoid height was determined by GEOID03.
 LH0145
 LH0145.The dynamic height is computed by dividing the NAVD 88
 LH0145.geopotential number by the normal gravity value computed on the
 LH0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0145.degrees latitude (g = 980.6199 gals.).
 LH0145
 LH0145.The modeled gravity was interpolated from observed gravity values.
 LH0145
 LH0145;                    North         East    Units  Estimated Accuracy
 LH0145;SPC NE       -   119,250.      649,410.      MT  (+/- 180 meters Scaled)
 LH0145
 LH0145                          SUPERSEDED SURVEY CONTROL
 LH0145
 LH0145  NGVD 29 (??/??/92)  573.176  (m)         1880.49   (f) ADJ UNCH    2 0
 LH0145
 LH0145.Superseded values are not recommended for survey control.
 LH0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0145.See file dsdata.txt to determine how the superseded data were derived.
 LH0145
 LH0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL651272(NAD 83)
 LH0145_MARKER: DB = BENCH MARK DISK
 LH0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0145_STAMPING: R 331 1950
 LH0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0145+STABILITY: SURFACE MOTION
 LH0145
 LH0145  HISTORY     - Date     Condition        Report By
 LH0145  HISTORY     - 1950     MONUMENTED       CGS
 LH0145  HISTORY     - 1977     GOOD             LOCENG
 LH0145
 LH0145                          STATION DESCRIPTION
 LH0145
 LH0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0145'0.7 MI W FROM PHILLIPS.
 LH0145'0.7 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0145'FROM THE STATION AT PHILLIPS, 97 FEET SOUTH OF THE SOUTH RAIL,
 LH0145'48.8 FEET SOUTHWEST OF THE WEST END OF THE SOUTH HEADWALL OF
 LH0145'AN OVERPASS, 42 FEET WEST OF THE CENTER LINE OF A NORTH AND
 LH0145'SOUTH ROAD, 8 FEET WEST OF A FENCE CORNER, 2 FEET NORTH OF A
 LH0145'FENCE, 2.8 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 LH0145'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LH0145
 LH0145                          STATION RECOVERY (1977)
 LH0145
 LH0145'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LH0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0182 ***********************************************************************
 ML0182  DESIGNATION -  R 332
 ML0182  PID         -  ML0182
 ML0182  STATE/COUNTY-  NE/MERRICK
 ML0182  USGS QUAD   -  ARCHER (1962)
 ML0182
 ML0182                         *CURRENT SURVEY CONTROL
 ML0182  ___________________________________________________________________
 ML0182* NAD 83(1986)-  41 10 56.     (N)    098 11 47.     (W)     SCALED    
 ML0182* NAVD 88     -       542.610  (meters)    1780.21   (feet)  ADJUSTED  
 ML0182  ___________________________________________________________________
 ML0182  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 ML0182  DYNAMIC HT  -         542.345 (meters)    1779.34  (feet)  COMP
 ML0182  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 ML0182
 ML0182  VERT ORDER  -  SECOND    CLASS 0
 ML0182
 ML0182.The horizontal coordinates were scaled from a topographic map and have
 ML0182.an estimated accuracy of +/- 6 seconds.
 ML0182
 ML0182.The orthometric height was determined by differential leveling
 ML0182.and adjusted by the National Geodetic Survey in June 1991..
 ML0182
 ML0182.The geoid height was determined by GEOID03.
 ML0182
 ML0182.The dynamic height is computed by dividing the NAVD 88
 ML0182.geopotential number by the normal gravity value computed on the
 ML0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0182.degrees latitude (g = 980.6199 gals.).
 ML0182
 ML0182.The modeled gravity was interpolated from observed gravity values.
 ML0182
 ML0182;                    North         East    Units  Estimated Accuracy
 ML0182;SPC NE       -   151,340.      651,270.      MT  (+/- 180 meters Scaled)
 ML0182
 ML0182                          SUPERSEDED SURVEY CONTROL
 ML0182
 ML0182  NGVD 29 (??/??/92)  542.380  (m)         1779.46   (f) ADJ UNCH    2 0
 ML0182
 ML0182.Superseded values are not recommended for survey control.
 ML0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0182.See file dsdata.txt to determine how the superseded data were derived.
 ML0182
 ML0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL673592(NAD 83)
 ML0182_MARKER: DB = BENCH MARK DISK
 ML0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0182_STAMPING: R 332 1950
 ML0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0182+STABILITY: SURFACE MOTION
 ML0182
 ML0182  HISTORY     - Date     Condition        Report By
 ML0182  HISTORY     - 1950     MONUMENTED       CGS
 ML0182
 ML0182                          STATION DESCRIPTION
 ML0182
 ML0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0182'4.1 MI SE FROM PALMER.
 ML0182'4.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0182'RAILROAD FROM THE STATION AT PALMER, 0.2 MILE WEST OF A ROAD
 ML0182'CROSSING, 52 FEET NORTHEAST OF THE NORTHEAST RAIL, 13 FEET WEST
 ML0182'OF A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 1.5 FEET
 ML0182'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0182'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1545 ***********************************************************************
 MK1545  DESIGNATION -  R 333
 MK1545  PID         -  MK1545
 MK1545  STATE/COUNTY-  NE/HAMILTON
 MK1545  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1545
 MK1545                         *CURRENT SURVEY CONTROL
 MK1545  ___________________________________________________________________
 MK1545* NAD 83(1986)-  41 02 42.     (N)    097 57 35.     (W)     SCALED    
 MK1545* NAVD 88     -       545.840  (meters)    1790.81   (feet)  ADJUSTED  
 MK1545  ___________________________________________________________________
 MK1545  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 MK1545  DYNAMIC HT  -         545.562 (meters)    1789.90  (feet)  COMP
 MK1545  MODELED GRAV-     980,097.8   (mgal)                       NAVD 88
 MK1545
 MK1545  VERT ORDER  -  SECOND    CLASS 0
 MK1545
 MK1545.The horizontal coordinates were scaled from a topographic map and have
 MK1545.an estimated accuracy of +/- 6 seconds.
 MK1545
 MK1545.The orthometric height was determined by differential leveling
 MK1545.and adjusted by the National Geodetic Survey in June 1991..
 MK1545
 MK1545.The geoid height was determined by GEOID03.
 MK1545
 MK1545.The dynamic height is computed by dividing the NAVD 88
 MK1545.geopotential number by the normal gravity value computed on the
 MK1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1545.degrees latitude (g = 980.6199 gals.).
 MK1545
 MK1545.The modeled gravity was interpolated from observed gravity values.
 MK1545
 MK1545;                    North         East    Units  Estimated Accuracy
 MK1545;SPC NE       -   136,550.      671,470.      MT  (+/- 180 meters Scaled)
 MK1545
 MK1545                          SUPERSEDED SURVEY CONTROL
 MK1545
 MK1545  NGVD 29 (??/??/92)  545.615  (m)         1790.07   (f) ADJ UNCH    2 0
 MK1545
 MK1545.Superseded values are not recommended for survey control.
 MK1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1545.See file dsdata.txt to determine how the superseded data were derived.
 MK1545
 MK1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL874442(NAD 83)
 MK1545_MARKER: DB = BENCH MARK DISK
 MK1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1545_STAMPING: R 333 1950
 MK1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1545+STABILITY: SURFACE MOTION
 MK1545
 MK1545  HISTORY     - Date     Condition        Report By
 MK1545  HISTORY     - 1950     MONUMENTED       CGS
 MK1545
 MK1545                          STATION DESCRIPTION
 MK1545
 MK1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1545'5.7 MI NE FROM MARQUETTE.
 MK1545'0.7 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 MK1545'MARQUETTE, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 14, THENCE
 MK1545'2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.9 MILES NORTH
 MK1545'ALONG A GRAVELED ROAD, 0.1 MILE SOUTH OF A ROAD JUNCTION, AT
 MK1545'A DRIVEWAY LEADING EAST TO THE IVER E. ORTEGREN FARMHOUSE, 54
 MK1545'FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 35 FEET EAST
 MK1545'OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 32.6 FEET SOUTH
 MK1545'OF A COTTONWOOD TREE, 13 FEET SOUTH OF A TELEPHONE POLE, 4.6
 MK1545'FEET NORTH OF A CATALPA TREE, 1 FOOT EAST OF A FENCE, 1 FOOT
 MK1545'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1545'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0159 ***********************************************************************
 LH0159  DESIGNATION -  R 334
 LH0159  PID         -  LH0159
 LH0159  STATE/COUNTY-  NE/HAMILTON
 LH0159  USGS QUAD   -  MURPHY (1969)
 LH0159
 LH0159                         *CURRENT SURVEY CONTROL
 LH0159  ___________________________________________________________________
 LH0159* NAD 83(1986)-  40 56 36.     (N)    098 04 28.     (W)     SCALED    
 LH0159* NAVD 88     -       559.810  (meters)    1836.64   (feet)  ADJUSTED  
 LH0159  ___________________________________________________________________
 LH0159  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 LH0159  DYNAMIC HT  -         559.520 (meters)    1835.69  (feet)  COMP
 LH0159  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 LH0159
 LH0159  VERT ORDER  -  SECOND    CLASS 0
 LH0159
 LH0159.The horizontal coordinates were scaled from a topographic map and have
 LH0159.an estimated accuracy of +/- 6 seconds.
 LH0159
 LH0159.The orthometric height was determined by differential leveling
 LH0159.and adjusted by the National Geodetic Survey in June 1991..
 LH0159
 LH0159.The geoid height was determined by GEOID03.
 LH0159
 LH0159.The dynamic height is computed by dividing the NAVD 88
 LH0159.geopotential number by the normal gravity value computed on the
 LH0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0159.degrees latitude (g = 980.6199 gals.).
 LH0159
 LH0159.The modeled gravity was interpolated from observed gravity values.
 LH0159
 LH0159;                    North         East    Units  Estimated Accuracy
 LH0159;SPC NE       -   125,050.      662,090.      MT  (+/- 180 meters Scaled)
 LH0159
 LH0159                          SUPERSEDED SURVEY CONTROL
 LH0159
 LH0159  NGVD 29 (??/??/92)  559.576  (m)         1835.88   (f) ADJ UNCH    2 0
 LH0159
 LH0159.Superseded values are not recommended for survey control.
 LH0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0159.See file dsdata.txt to determine how the superseded data were derived.
 LH0159
 LH0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL779328(NAD 83)
 LH0159_MARKER: DB = BENCH MARK DISK
 LH0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0159_STAMPING: R 334 1950
 LH0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0159+STABILITY: SURFACE MOTION
 LH0159
 LH0159  HISTORY     - Date     Condition        Report By
 LH0159  HISTORY     - 1950     MONUMENTED       CGS
 LH0159  HISTORY     - 1976     POOR             LOCENG
 LH0159
 LH0159                          STATION DESCRIPTION
 LH0159
 LH0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0159'7.6 MI SW FROM MARQUETTE.
 LH0159'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0159'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0159'2.0 MILES WEST ALONG A DIRT ROAD, THENCE 2.15 MILES SOUTH ALONG A
 LH0159'GRAVELED ROAD, AT THE ELGE AIRPORT, 33 FEET SOUTH OF A WOVEN
 LH0159'WIRE FENCE, 9.5 FEET EAST OF A FENCE, 5.3 FEET NORTHEAST OF A
 LH0159'GASOLINE PUMP, 1.8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 LH0159'WEST HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 LH0159'WITH THE GROUND.
 LH0159
 LH0159                          STATION RECOVERY (1976)
 LH0159
 LH0159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 LH0159'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0054 ***********************************************************************
 ML0054  DESIGNATION -  R 335
 ML0054  PID         -  ML0054
 ML0054  STATE/COUNTY-  NE/GREELEY
 ML0054  USGS QUAD   -  SPALDING (1985)
 ML0054
 ML0054                         *CURRENT SURVEY CONTROL
 ML0054  ___________________________________________________________________
 ML0054* NAD 83(1986)-  41 40 06.     (N)    098 19 44.     (W)     SCALED    
 ML0054* NAVD 88     -       574.838  (meters)    1885.95   (feet)  ADJUSTED  
 ML0054  ___________________________________________________________________
 ML0054  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 ML0054  DYNAMIC HT  -         574.565 (meters)    1885.05  (feet)  COMP
 ML0054  MODELED GRAV-     980,128.6   (mgal)                       NAVD 88
 ML0054
 ML0054  VERT ORDER  -  SECOND    CLASS 0
 ML0054
 ML0054.The horizontal coordinates were scaled from a topographic map and have
 ML0054.an estimated accuracy of +/- 6 seconds.
 ML0054
 ML0054.The orthometric height was determined by differential leveling
 ML0054.and adjusted by the National Geodetic Survey in June 1991..
 ML0054
 ML0054.The geoid height was determined by GEOID03.
 ML0054
 ML0054.The dynamic height is computed by dividing the NAVD 88
 ML0054.geopotential number by the normal gravity value computed on the
 ML0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0054.degrees latitude (g = 980.6199 gals.).
 ML0054
 ML0054.The modeled gravity was interpolated from observed gravity values.
 ML0054
 ML0054;                    North         East    Units  Estimated Accuracy
 ML0054;SPC NE       -   205,080.      639,110.      MT  (+/- 180 meters Scaled)
 ML0054
 ML0054                          SUPERSEDED SURVEY CONTROL
 ML0054
 ML0054  NGVD 29 (??/??/92)  574.595  (m)         1885.15   (f) ADJ UNCH    2 0
 ML0054
 ML0054.Superseded values are not recommended for survey control.
 ML0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0054.See file dsdata.txt to determine how the superseded data were derived.
 ML0054
 ML0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM558131(NAD 83)
 ML0054_MARKER: DB = BENCH MARK DISK
 ML0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0054_STAMPING: R 335 1950
 ML0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0054+STABILITY: SURFACE MOTION
 ML0054
 ML0054  HISTORY     - Date     Condition        Report By
 ML0054  HISTORY     - 1950     MONUMENTED       CGS
 ML0054
 ML0054                          STATION DESCRIPTION
 ML0054
 ML0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0054'2.1 MI SE FROM SPALDING.
 ML0054'2.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0054'STATION AT SPALDING, AT A ROAD CROSSING, 4 1/2 RAILS SOUTHEAST OF
 ML0054'THE CROSSING, 46.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 58
 ML0054'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 39 FEET
 ML0054'NORTHWEST OF THE 7TH POLE NORTHWEST OF MILEPOST 42, 0.8 FOOT
 ML0054'SOUTHWEST OF A FENCE, 1.9 FEET NORTHWEST OF A WITNESS POST, SET
 ML0054'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 ML0054'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0123 ***********************************************************************
 LH0123  DESIGNATION -  R 336 RESET
 LH0123  PID         -  LH0123
 LH0123  STATE/COUNTY-  NE/HAMILTON
 LH0123  USGS QUAD   -  GILTNER (1967)
 LH0123
 LH0123                         *CURRENT SURVEY CONTROL
 LH0123  ___________________________________________________________________
 LH0123* NAD 83(1986)-  40 46 15.     (N)    098 10 06.     (W)     SCALED    
 LH0123* NAVD 88     -       563.50   (meters)    1848.7    (feet)  RESET     
 LH0123  ___________________________________________________________________
 LH0123  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 LH0123
 LH0123  VERT ORDER  -  THIRD
 LH0123
 LH0123.The horizontal coordinates were scaled from a topographic map and have
 LH0123.an estimated accuracy of +/- 6 seconds.
 LH0123
 LH0123.The orthometric height was computed from unverified reset data.
 LH0123
 LH0123.The geoid height was determined by GEOID03.
 LH0123
 LH0123;                    North         East    Units  Estimated Accuracy
 LH0123;SPC NE       -   105,730.      654,590.      MT  (+/- 180 meters Scaled)
 LH0123
 LH0123                          SUPERSEDED SURVEY CONTROL
 LH0123
 LH0123.No superseded survey control is available for this station.
 LH0123
 LH0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL701136(NAD 83)
 LH0123_MARKER: DB = BENCH MARK DISK
 LH0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0123_STAMPING: R 336 RESET 1971
 LH0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0123+STABILITY: SURFACE MOTION
 LH0123
 LH0123  HISTORY     - Date     Condition        Report By
 LH0123  HISTORY     - 1971     MONUMENTED       NGS
 LH0123
 LH0123                          STATION DESCRIPTION
 LH0123
 LH0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LH0123'10.5 MI SE FROM PHILLIPS.
 LH0123'ABOUT 2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0123'RAILROAD FROM THE STATION AT PHILLIPS, THENCE 8.1 MILES SOUTH
 LH0123'ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 357.5 FEET EAST
 LH0123'OF THE CENTER OF A NORTH-SOUTH ROAD, 55 FEET NORTH OF THE CENTER
 LH0123'OF AN EAST-WEST ROAD, 1 FOOT WEST OF A POWERLINE POLE, 1 FOOT
 LH0123'EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND
 LH0123'CONCRETE POST WHICH PROJECTS 4 INCHES.  SEC 6, T 9 N, R 7 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1282 ***********************************************************************
 MK1282  DESIGNATION -  R 337
 MK1282  PID         -  MK1282
 MK1282  STATE/COUNTY-  NE/BUTLER
 MK1282  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1282
 MK1282                         *CURRENT SURVEY CONTROL
 MK1282  ___________________________________________________________________
 MK1282* NAD 83(1986)-  41 19 37.     (N)    097 12 53.     (W)     SCALED    
 MK1282* NAVD 88     -       446.605  (meters)    1465.24   (feet)  ADJUSTED  
 MK1282  ___________________________________________________________________
 MK1282  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 MK1282  DYNAMIC HT  -         446.404 (meters)    1464.58  (feet)  COMP
 MK1282  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 MK1282
 MK1282  VERT ORDER  -  SECOND    CLASS 0
 MK1282
 MK1282.The horizontal coordinates were scaled from a topographic map and have
 MK1282.an estimated accuracy of +/- 6 seconds.
 MK1282
 MK1282.The orthometric height was determined by differential leveling
 MK1282.and adjusted by the National Geodetic Survey in June 1991..
 MK1282
 MK1282.The geoid height was determined by GEOID03.
 MK1282
 MK1282.The dynamic height is computed by dividing the NAVD 88
 MK1282.geopotential number by the normal gravity value computed on the
 MK1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1282.degrees latitude (g = 980.6199 gals.).
 MK1282
 MK1282.The modeled gravity was interpolated from observed gravity values.
 MK1282
 MK1282;                    North         East    Units  Estimated Accuracy
 MK1282;SPC NE       -   169,580.      733,060.      MT  (+/- 180 meters Scaled)
 MK1282
 MK1282                          SUPERSEDED SURVEY CONTROL
 MK1282
 MK1282  NGVD 29 (??/??/92)  446.430  (m)         1464.66   (f) ADJ UNCH    2 0
 MK1282
 MK1282.Superseded values are not recommended for survey control.
 MK1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1282.See file dsdata.txt to determine how the superseded data were derived.
 MK1282
 MK1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL494765(NAD 83)
 MK1282_MARKER: DB = BENCH MARK DISK
 MK1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1282_STAMPING: R 337 1950
 MK1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1282+STABILITY: SURFACE MOTION
 MK1282
 MK1282  HISTORY     - Date     Condition        Report By
 MK1282  HISTORY     - 1950     MONUMENTED       CGS
 MK1282
 MK1282                          STATION DESCRIPTION
 MK1282
 MK1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1282'1.4 MI SE FROM BELLWOOD.
 MK1282'1.35 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1282'RAILROAD FROM THE STATION AT BELLWOOD, AT A ROAD CROSSING, 141.6
 MK1282'FEET NORTHEAST OF THE NORTHEAST CORNER OF RAILROAD TRESTLE 59.77,
 MK1282'140 FEET NORTHEAST OF THE NORTHEAST RAIL, 86 FEET EAST OF A LONE
 MK1282'WILLOW TREE, 33 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1282'GRAVELED ROAD, 3.3 FEET SOUTH OF A GATE POST, 1.6 FEET WEST OF A
 MK1282'FENCE, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MK1282'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0448 ***********************************************************************
 NP0448  DESIGNATION -  R 340
 NP0448  PID         -  NP0448
 NP0448  STATE/COUNTY-  NE/SIOUX
 NP0448  USGS QUAD   -  ANDREWS (1980)
 NP0448
 NP0448                         *CURRENT SURVEY CONTROL
 NP0448  ___________________________________________________________________
 NP0448* NAD 83(1986)-  42 37 50.     (N)    103 44 03.     (W)     SCALED    
 NP0448* NAVD 88     -      1350.188  (meters)    4429.74   (feet)  ADJUSTED  
 NP0448  ___________________________________________________________________
 NP0448  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 NP0448  DYNAMIC HT  -        1349.403 (meters)    4427.17  (feet)  COMP
 NP0448  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 NP0448
 NP0448  VERT ORDER  -  FIRST     CLASS II
 NP0448
 NP0448.The horizontal coordinates were scaled from a topographic map and have
 NP0448.an estimated accuracy of +/- 6 seconds.
 NP0448
 NP0448.The orthometric height was determined by differential leveling
 NP0448.and adjusted by the National Geodetic Survey in June 1991..
 NP0448
 NP0448.The geoid height was determined by GEOID03.
 NP0448
 NP0448.The dynamic height is computed by dividing the NAVD 88
 NP0448.geopotential number by the normal gravity value computed on the
 NP0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0448.degrees latitude (g = 980.6199 gals.).
 NP0448
 NP0448.The modeled gravity was interpolated from observed gravity values.
 NP0448
 NP0448;                    North         East    Units  Estimated Accuracy
 NP0448;SPC NE       -   317,200.      193,840.      MT  (+/- 180 meters Scaled)
 NP0448
 NP0448                          SUPERSEDED SURVEY CONTROL
 NP0448
 NP0448  NGVD 29 (??/??/92) 1349.530  (m)         4427.58   (f) ADJ UNCH    1 2
 NP0448
 NP0448.Superseded values are not recommended for survey control.
 NP0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0448.See file dsdata.txt to determine how the superseded data were derived.
 NP0448
 NP0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH037205(NAD 83)
 NP0448_MARKER: DB = BENCH MARK DISK
 NP0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0448_SP_SET: WATER TANK BASE
 NP0448_STAMPING: R 340 1954
 NP0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0448
 NP0448  HISTORY     - Date     Condition        Report By
 NP0448  HISTORY     - 1954     MONUMENTED       CGS
 NP0448
 NP0448                          STATION DESCRIPTION
 NP0448
 NP0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0448'9.1 MI SE FROM HARRISON.
 NP0448'9.1 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0448'FROM THE STATION AT HARRISON, AT ANDREWS SIDING, 86 FEET EAST
 NP0448'OF THE CENTER OF A ROAD CROSSING, 15 FEET NORTHEAST OF THE
 NP0448'NORTHEAST RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE WEST
 NP0448'CORNER OF THE CONCRETE BASE OF THE WATER TANK, FLUSH WITH THE
 NP0448'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0454 ***********************************************************************
 NP0454  DESIGNATION -  R 341
 NP0454  PID         -  NP0454
 NP0454  STATE/COUNTY-  NE/SIOUX
 NP0454  USGS QUAD   -  HARRISON EAST (1979)
 NP0454
 NP0454                         *CURRENT SURVEY CONTROL
 NP0454  ___________________________________________________________________
 NP0454* NAD 83(1986)-  42 40 25.     (N)    103 49 22.     (W)     SCALED    
 NP0454* NAVD 88     -      1451.824  (meters)    4763.19   (feet)  ADJUSTED  
 NP0454  ___________________________________________________________________
 NP0454  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 NP0454  DYNAMIC HT  -        1450.966 (meters)    4760.38  (feet)  COMP
 NP0454  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 NP0454
 NP0454  VERT ORDER  -  FIRST     CLASS II
 NP0454
 NP0454.The horizontal coordinates were scaled from a topographic map and have
 NP0454.an estimated accuracy of +/- 6 seconds.
 NP0454
 NP0454.The orthometric height was determined by differential leveling
 NP0454.and adjusted by the National Geodetic Survey in June 1991..
 NP0454
 NP0454.The geoid height was determined by GEOID03.
 NP0454
 NP0454.The dynamic height is computed by dividing the NAVD 88
 NP0454.geopotential number by the normal gravity value computed on the
 NP0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0454.degrees latitude (g = 980.6199 gals.).
 NP0454
 NP0454.The modeled gravity was interpolated from observed gravity values.
 NP0454
 NP0454;                    North         East    Units  Estimated Accuracy
 NP0454;SPC NE       -   322,290.      186,790.      MT  (+/- 180 meters Scaled)
 NP0454
 NP0454                          SUPERSEDED SURVEY CONTROL
 NP0454
 NP0454  NGVD 29 (??/??/92) 1451.142  (m)         4760.95   (f) ADJ UNCH    1 2
 NP0454
 NP0454.Superseded values are not recommended for survey control.
 NP0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0454.See file dsdata.txt to determine how the superseded data were derived.
 NP0454
 NP0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH964252(NAD 83)
 NP0454_MARKER: DB = BENCH MARK DISK
 NP0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0454_STAMPING: R 341 1954
 NP0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0454+STABILITY: SURFACE MOTION
 NP0454
 NP0454  HISTORY     - Date     Condition        Report By
 NP0454  HISTORY     - 1954     MONUMENTED       CGS
 NP0454
 NP0454                          STATION DESCRIPTION
 NP0454
 NP0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0454'3.4 MI SE FROM HARRISON.
 NP0454'3.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0454'FROM THE STATION AT HARRISON, 2 POLES NORTHWEST OF MILEPOST 457,
 NP0454'91 FEET NORTHEAST OF THE NORTHEAST RAIL, 6 FEET SOUTHWEST OF A
 NP0454'FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 NP0454'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0334 ***********************************************************************
 NP0334  DESIGNATION -  R 342
 NP0334  PID         -  NP0334
 NP0334  STATE/COUNTY-  NE/BOX BUTTE
 NP0334  USGS QUAD   -  HEMINGFORD (1948)
 NP0334
 NP0334                         *CURRENT SURVEY CONTROL
 NP0334  ___________________________________________________________________
 NP0334* NAD 83(1986)-  42 16 16.     (N)    103 01 29.     (W)     SCALED    
 NP0334* NAVD 88     -      1272.744  (meters)    4175.66   (feet)  ADJUSTED  
 NP0334  ___________________________________________________________________
 NP0334  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 NP0334  DYNAMIC HT  -        1272.000 (meters)    4173.22  (feet)  COMP
 NP0334  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 NP0334
 NP0334  VERT ORDER  -  FIRST     CLASS II
 NP0334
 NP0334.The horizontal coordinates were scaled from a topographic map and have
 NP0334.an estimated accuracy of +/- 6 seconds.
 NP0334
 NP0334.The orthometric height was determined by differential leveling
 NP0334.and adjusted by the National Geodetic Survey in June 1991..
 NP0334
 NP0334.The geoid height was determined by GEOID03.
 NP0334
 NP0334.The dynamic height is computed by dividing the NAVD 88
 NP0334.geopotential number by the normal gravity value computed on the
 NP0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0334.degrees latitude (g = 980.6199 gals.).
 NP0334
 NP0334.The modeled gravity was interpolated from observed gravity values.
 NP0334
 NP0334;                    North         East    Units  Estimated Accuracy
 NP0334;SPC NE       -   275,030.      250,580.      MT  (+/- 180 meters Scaled)
 NP0334
 NP0334                          SUPERSEDED SURVEY CONTROL
 NP0334
 NP0334  NGVD 29 (??/??/92) 1272.136  (m)         4173.67   (f) ADJ UNCH    1 2
 NP0334
 NP0334.Superseded values are not recommended for survey control.
 NP0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0334.See file dsdata.txt to determine how the superseded data were derived.
 NP0334
 NP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG628817(NAD 83)
 NP0334_MARKER: DB = BENCH MARK DISK
 NP0334_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0334_SP_SET: 15.8 FEET
 NP0334_STAMPING: R 342 1956
 NP0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0334
 NP0334  HISTORY     - Date     Condition        Report By
 NP0334  HISTORY     - 1956     MONUMENTED       CGS
 NP0334  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0334
 NP0334                          STATION DESCRIPTION
 NP0334
 NP0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0334'4.4 MI SE FROM HEMINGFORD.
 NP0334'4.45 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0334'RAILROAD FROM THE STATION AT HEMINGFORD, 10 POLES NORTHWEST OF
 NP0334'MILEPOST 380, 46.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6 FEET
 NP0334'NORTHEAST OF A TELEPHONE POLE, 42 FEET NORTHEAST OF THE CENTER
 NP0334'LINE OF STATE HIGHWAY 2, 3.4 FEET SOUTHEAST OF A WITNESS POST,
 NP0334'CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH
 NP0334'IS DRIVEN 15.8 FEET IN THE GROUND, INCASED IN A 6 INCH TILE
 NP0334'PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 34,
 NP0334'TOWNSHIP 27 NORTH, RANGE 49 WEST.
 NP0334
 NP0334                          STATION RECOVERY (1985)
 NP0334
 NP0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0334'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0302 ***********************************************************************
 NP0302  DESIGNATION -  R 343
 NP0302  PID         -  NP0302
 NP0302  STATE/COUNTY-  NE/DAWES
 NP0302  USGS QUAD   -  CROW BUTTE (1980)
 NP0302
 NP0302                         *CURRENT SURVEY CONTROL
 NP0302  ___________________________________________________________________
 NP0302* NAD 83(1986)-  42 37 37.     (N)    103 20 52.     (W)     SCALED    
 NP0302* NAVD 88     -      1220.413  (meters)    4003.97   (feet)  POSTED    
 NP0302  ___________________________________________________________________
 NP0302  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 NP0302  DYNAMIC HT  -        1219.730 (meters)    4001.73  (feet)  COMP
 NP0302  MODELED GRAV-     980,018.0   (mgal)                       NAVD 88
 NP0302
 NP0302  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 NP0302
 NP0302.The horizontal coordinates were scaled from a topographic map and have
 NP0302.an estimated accuracy of +/- 6 seconds.
 NP0302
 NP0302.The orthometric height was determined by differential leveling
 NP0302.and adjusted by the National Geodetic Survey in 1992..
 NP0302.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 NP0302.rate of 4.1 thru 8.0 mm/km.
 NP0302
 NP0302.The geoid height was determined by GEOID03.
 NP0302
 NP0302.The dynamic height is computed by dividing the NAVD 88
 NP0302.geopotential number by the normal gravity value computed on the
 NP0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0302.degrees latitude (g = 980.6199 gals.).
 NP0302
 NP0302.The modeled gravity was interpolated from observed gravity values.
 NP0302
 NP0302;                    North         East    Units  Estimated Accuracy
 NP0302;SPC NE       -   315,500.      225,480.      MT  (+/- 180 meters Scaled)
 NP0302
 NP0302                          SUPERSEDED SURVEY CONTROL
 NP0302
 NP0302  NGVD 29 (??/??/92) 1219.806  (m)         4001.98   (f) ADJ UNCH    1 2
 NP0302
 NP0302.Superseded values are not recommended for survey control.
 NP0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0302.See file dsdata.txt to determine how the superseded data were derived.
 NP0302
 NP0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH354207(NAD 83)
 NP0302_MARKER: DB = BENCH MARK DISK
 NP0302_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NP0302_SP_SET: RETAINING WALL
 NP0302_STAMPING: R 343 1956
 NP0302_MARK LOGO: CGS   
 NP0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0302+STABILITY: SURFACE MOTION
 NP0302
 NP0302  HISTORY     - Date     Condition        Report By
 NP0302  HISTORY     - 1956     MONUMENTED       CGS
 NP0302  HISTORY     - 1985     GOOD             NGS
 NP0302
 NP0302                          STATION DESCRIPTION
 NP0302
 NP0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0302'5.4 MI SE FROM CRAWFORD.
 NP0302'5.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0302'RAILROAD FROM THE STATION AT CRAWFORD, 19 POLES EAST OF MILEPOST
 NP0302'418, 20.5 FEET SOUTH OF THE SOUTH RAIL, 3 FEET BELOW THE TOP OF
 NP0302'THE RAILS, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST
 NP0302'WINGWALL OF A CONCRETE CULVERT, IN THE SOUTHEAST 1/4 OF SECTION
 NP0302'30, TOWNSHIP 31 NORTH, RANGE 51 WEST.
 NP0302
 NP0302                          STATION RECOVERY (1985)
 NP0302
 NP0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0302'RECOVERED IN GOOD CONDITION.  EXCEPT THIS BENCH MARK IS INASSESSIBLE
 NP0302'DUE TO A WOOD RETAINING WALL AND THE RAILROAD DESCRIBED IS NOW THE
 NP0302'BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0154 ***********************************************************************
 MN0154  DESIGNATION -  R 344
 MN0154  PID         -  MN0154
 MN0154  STATE/COUNTY-  NE/MORRILL
 MN0154  USGS QUAD   -  ANGORA SE (1965)
 MN0154
 MN0154                         *CURRENT SURVEY CONTROL
 MN0154  ___________________________________________________________________
 MN0154* NAD 83(1986)-  41 47 10.     (N)    103 06 48.     (W)     SCALED    
 MN0154* NAVD 88     -      1224.992  (meters)    4018.99   (feet)  POSTED    
 MN0154  ___________________________________________________________________
 MN0154  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 MN0154  DYNAMIC HT  -        1224.210 (meters)    4016.43  (feet)  COMP
 MN0154  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 MN0154
 MN0154  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MN0154
 MN0154.The horizontal coordinates were scaled from a topographic map and have
 MN0154.an estimated accuracy of +/- 6 seconds.
 MN0154
 MN0154.The orthometric height was determined by differential leveling
 MN0154.and adjusted by the National Geodetic Survey in 1992..
 MN0154.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MN0154.rate of 1.1 thru 2.0 mm/km.
 MN0154
 MN0154.The geoid height was determined by GEOID03.
 MN0154
 MN0154.The dynamic height is computed by dividing the NAVD 88
 MN0154.geopotential number by the normal gravity value computed on the
 MN0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0154.degrees latitude (g = 980.6199 gals.).
 MN0154
 MN0154.The modeled gravity was interpolated from observed gravity values.
 MN0154
 MN0154;                    North         East    Units  Estimated Accuracy
 MN0154;SPC NE       -   221,470.      241,340.      MT  (+/- 180 meters Scaled)
 MN0154
 MN0154                          SUPERSEDED SURVEY CONTROL
 MN0154
 MN0154  NGVD 29 (??/??/92) 1224.380  (m)         4016.99   (f) ADJ UNCH    1 2
 MN0154
 MN0154.Superseded values are not recommended for survey control.
 MN0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0154.See file dsdata.txt to determine how the superseded data were derived.
 MN0154
 MN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG567277(NAD 83)
 MN0154_MARKER: DB = BENCH MARK DISK
 MN0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0154_STAMPING: R 344 1956
 MN0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0154+STABILITY: SURFACE MOTION
 MN0154
 MN0154  HISTORY     - Date     Condition        Report By
 MN0154  HISTORY     - 1956     MONUMENTED       CGS
 MN0154  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0154
 MN0154                          STATION DESCRIPTION
 MN0154
 MN0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0154'5.4 MI S FROM ANGORA.
 MN0154'5.4 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0154'FROM THE STATION AT ANGORA, 0.2 MILE SOUTH OF MILEPOST 27,
 MN0154'AT THE SOUTH END OF A FILL, AT THE NORTH END OF A CUT, 116 FEET
 MN0154'WEST OF THE WEST RAIL, 38 FEET WEST OF A FENCE CORNER, 1.5 FEET
 MN0154'NORTH OF A FENCE LEADING WEST, 1.7 FEET EAST OF A WITNESS POST,
 MN0154'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MN0154'THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 16, TOWNSHIP 21 NORTH,
 MN0154'RANGE 50 WEST.
 MN0154
 MN0154                          STATION RECOVERY (1985)
 MN0154
 MN0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0154'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1716 ***********************************************************************
 MK1716  DESIGNATION -  R 345
 MK1716  PID         -  MK1716
 MK1716  STATE/COUNTY-  NE/PLATTE
 MK1716  USGS QUAD   -  LINDSAY (1985)
 MK1716
 MK1716                         *CURRENT SURVEY CONTROL
 MK1716  ___________________________________________________________________
 MK1716* NAD 83(1986)-  41 39 24.     (N)    097 38 51.     (W)     SCALED    
 MK1716* NAVD 88     -       521.765  (meters)    1711.82   (feet)  ADJUSTED  
 MK1716  ___________________________________________________________________
 MK1716  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 MK1716  DYNAMIC HT  -         521.540 (meters)    1711.09  (feet)  COMP
 MK1716  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 MK1716
 MK1716  VERT ORDER  -  SECOND    CLASS 0
 MK1716
 MK1716.The horizontal coordinates were scaled from a topographic map and have
 MK1716.an estimated accuracy of +/- 6 seconds.
 MK1716
 MK1716.The orthometric height was determined by differential leveling
 MK1716.and adjusted by the National Geodetic Survey in June 1991..
 MK1716
 MK1716.The geoid height was determined by GEOID03.
 MK1716
 MK1716.The dynamic height is computed by dividing the NAVD 88
 MK1716.geopotential number by the normal gravity value computed on the
 MK1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1716.degrees latitude (g = 980.6199 gals.).
 MK1716
 MK1716.The modeled gravity was interpolated from observed gravity values.
 MK1716
 MK1716;                    North         East    Units  Estimated Accuracy
 MK1716;SPC NE       -   205,100.      695,860.      MT  (+/- 180 meters Scaled)
 MK1716
 MK1716                          SUPERSEDED SURVEY CONTROL
 MK1716
 MK1716  NGVD 29 (??/??/92)  521.568  (m)         1711.18   (f) ADJ UNCH    2 0
 MK1716
 MK1716.Superseded values are not recommended for survey control.
 MK1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1716.See file dsdata.txt to determine how the superseded data were derived.
 MK1716
 MK1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM126125(NAD 83)
 MK1716_MARKER: DB = BENCH MARK DISK
 MK1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1716_STAMPING: R 345 1957
 MK1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1716+STABILITY: SURFACE MOTION
 MK1716
 MK1716  HISTORY     - Date     Condition        Report By
 MK1716  HISTORY     - 1957     MONUMENTED       CGS
 MK1716  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 MK1716
 MK1716                          STATION DESCRIPTION
 MK1716
 MK1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1716'5 MI SE FROM LINDSAY.
 MK1716'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 91 FROM THE
 MK1716'STATION AT LINDSAY, THENCE 1.0 MILE SOUTH, THENCE 1.0 MILE
 MK1716'SOUTHEAST, THENCE 1.0 MILE SOUTH, THENCE 0.9 MILE EAST ALONG
 MK1716'A WINDING ROAD, IN SECTION 34, T. 20 N., R. 3 W., ABOUT
 MK1716'0.3 MILE SOUTHEAST OF OLD FARM BUILDINGS, 0.3 MILE EAST
 MK1716'OF BRIDGE OVER SHELL CREEK, 63 FEET NORTH OF THE EXTENDED
 MK1716'CENTER LINE OF THE ROAD EAST, 32 FEET WEST OF THE CENTER
 MK1716'LINE OF A ROAD NORTH, 74 FEET EAST OF THE CREST OF A BLUFF,
 MK1716'2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 MK1716'4 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 MK1716'POST WHICH PROJECTS 5 INCHES.
 MK1716
 MK1716                          STATION RECOVERY (1989)
 MK1716
 MK1716'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0136 ***********************************************************************
 NO0136  DESIGNATION -  R 346
 NO0136  PID         -  NO0136
 NO0136  STATE/COUNTY-  NE/CHERRY
 NO0136  USGS QUAD   -  CROOKSTON EAST (1983)
 NO0136
 NO0136                         *CURRENT SURVEY CONTROL
 NO0136  ___________________________________________________________________
 NO0136* NAD 83(1986)-  42 54 37.     (N)    100 42 24.     (W)     SCALED    
 NO0136* NAVD 88     -       804.109  (meters)    2638.15   (feet)  ADJUSTED  
 NO0136  ___________________________________________________________________
 NO0136  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 NO0136  DYNAMIC HT  -         803.787 (meters)    2637.09  (feet)  COMP
 NO0136  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 NO0136
 NO0136  VERT ORDER  -  FIRST     CLASS II
 NO0136
 NO0136.The horizontal coordinates were scaled from a topographic map and have
 NO0136.an estimated accuracy of +/- 6 seconds.
 NO0136
 NO0136.The orthometric height was determined by differential leveling
 NO0136.and adjusted by the National Geodetic Survey in June 1991..
 NO0136
 NO0136.The geoid height was determined by GEOID03.
 NO0136
 NO0136.The dynamic height is computed by dividing the NAVD 88
 NO0136.geopotential number by the normal gravity value computed on the
 NO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0136.degrees latitude (g = 980.6199 gals.).
 NO0136
 NO0136.The modeled gravity was interpolated from observed gravity values.
 NO0136
 NO0136;                    North         East    Units  Estimated Accuracy
 NO0136;SPC NE       -   341,890.      442,300.      MT  (+/- 180 meters Scaled)
 NO0136
 NO0136                          SUPERSEDED SURVEY CONTROL
 NO0136
 NO0136  NGVD 29 (??/??/92)  803.806  (m)         2637.15   (f) ADJ UNCH    1 2
 NO0136
 NO0136.Superseded values are not recommended for survey control.
 NO0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0136.See file dsdata.txt to determine how the superseded data were derived.
 NO0136
 NO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN606522(NAD 83)
 NO0136_MARKER: DB = BENCH MARK DISK
 NO0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NO0136_SP_SET: CULVERT
 NO0136_STAMPING: R 346 1957
 NO0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NO0136
 NO0136  HISTORY     - Date     Condition        Report By
 NO0136  HISTORY     - 1957     MONUMENTED       CGS
 NO0136
 NO0136                          STATION DESCRIPTION
 NO0136
 NO0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0136'2.6 MI E FROM CROOKSTON.
 NO0136'ABOUT 2.55 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0136'FROM THE STATION AT CROOKSTON, IN SECTION 23, T. 34 N., R. 29 W.,
 NO0136'6 1/2 POLES NORTHWEST OF MILE POST 278, 9 FEET NORTH-NORTHEAST
 NO0136'OF THE NEAR RAIL, 1 FOOT LOWER THAN THE TRACK AND IN THE TOP OF THE
 NO0136'EAST END OF THE NORTH HEAD WALL OF A 4 X 4-FOOT CONCRETE BOX
 NO0136'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0231 ***********************************************************************
 NO0231  FBN         -  This is a Federal Base Network Control Station.
 NO0231  DESIGNATION -  R 347
 NO0231  PID         -  NO0231
 NO0231  STATE/COUNTY-  NE/CHERRY
 NO0231  USGS QUAD   -  ELI (1985)
 NO0231
 NO0231                         *CURRENT SURVEY CONTROL
 NO0231  ___________________________________________________________________
 NO0231* NAD 83(1995)-  42 56 38.44541(N)    101 29 31.91465(W)     ADJUSTED  
 NO0231* NAVD 88     -       973.588  (meters)    3194.18   (feet)  ADJUSTED  
 NO0231  ___________________________________________________________________
 NO0231  X           -    -931,798.097 (meters)                     COMP
 NO0231  Y           -  -4,583,128.129 (meters)                     COMP
 NO0231  Z           -   4,323,600.677 (meters)                     COMP
 NO0231  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 NO0231  ELLIP HEIGHT-         953.84  (meters)          (07/10/01) GPS OBS
 NO0231  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 NO0231  DYNAMIC HT  -         973.175 (meters)    3192.82  (feet)  COMP
 NO0231  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 NO0231
 NO0231  HORZ ORDER  -  B
 NO0231  VERT ORDER  -  FIRST     CLASS II
 NO0231  ELLP ORDER  -  FOURTH    CLASS I
 NO0231
 NO0231.The horizontal coordinates were established by GPS observations
 NO0231.and adjusted by the National Geodetic Survey in June 1996..
 NO0231
 NO0231.The orthometric height was determined by differential leveling
 NO0231.and adjusted by the National Geodetic Survey in June 1991..
 NO0231
 NO0231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0231
 NO0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0231
 NO0231.The ellipsoidal height was determined by GPS observations
 NO0231.and is referenced to NAD 83.
 NO0231
 NO0231.The geoid height was determined by GEOID03.
 NO0231
 NO0231.The dynamic height is computed by dividing the NAVD 88
 NO0231.geopotential number by the normal gravity value computed on the
 NO0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0231.degrees latitude (g = 980.6199 gals.).
 NO0231
 NO0231.The modeled gravity was interpolated from observed gravity values.
 NO0231
 NO0231;                    North         East     Units Scale Factor Converg.
 NO0231;SPC NE       -   346,452.463   378,223.389   MT  0.99997479   -0 59 20.0
 NO0231;UTM  14      - 4,757,611.148   296,675.966   MT  1.00010861   -1 41 54.5
 NO0231
 NO0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0231!SPC NE       -   0.99985044  x   0.99997479  =   0.99982523
 NO0231!UTM  14      -   0.99985044  x   1.00010861  =   0.99995903
 NO0231
 NO0231                          SUPERSEDED SURVEY CONTROL
 NO0231
 NO0231  ELLIP H (06/25/96)  953.88   (m)                       GP(       ) 1 1
 NO0231  NAVD 88 (06/25/96)  973.59   (m)         3194.2    (f) LEVELING    3  
 NO0231  NGVD 29 (??/??/92)  973.196  (m)         3192.89   (f) ADJ UNCH    1 2
 NO0231
 NO0231.Superseded values are not recommended for survey control.
 NO0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0231.See file dsdata.txt to determine how the superseded data were derived.
 NO0231
 NO0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN9667657611(NAD 83)
 NO0231_MARKER: DB = BENCH MARK DISK
 NO0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0231_STAMPING: R 347 1957
 NO0231_MARK LOGO: CGS   
 NO0231_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NO0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0231+STABILITY: SURFACE MOTION
 NO0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0231+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2000
 NO0231
 NO0231  HISTORY     - Date     Condition        Report By
 NO0231  HISTORY     - 1957     MONUMENTED       CGS
 NO0231  HISTORY     - 19950518 GOOD             NGS
 NO0231  HISTORY     - 19960801 GOOD             NGS
 NO0231  HISTORY     - 19991006 GOOD             NGS
 NO0231  HISTORY     - 20000510 GOOD             NGS
 NO0231
 NO0231                          STATION DESCRIPTION
 NO0231
 NO0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0231'11.3 MI E FROM MERRIMAN.
 NO0231'ABOUT 11.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0231'FROM THE STATION AT MERRIMAN, 0.1 MILE WEST OF THE OLD STATION
 NO0231'AT ELI, IN SECTION 7, T. 34 N., R. 35 W., 6 POLES EAST OF MILEPOST
 NO0231'321, 29 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 13 1/2
 NO0231'FEET SOUTH OF THE SOUTH RAIL OF THE SIDE TRACK, 10 FEET WEST
 NO0231'OF THE THIRD POLE WEST OF THE STATION, 35 FEET EAST OF THE EAST
 NO0231'EDGE OF THE PLATFORM OF A LOADING CHUTE, 8 FEET WEST OF THE
 NO0231'NORTHEAST CORNER OF A STOCK PEN, 1 1/2 FEET NORTH OF A FENCE
 NO0231'LINE, ABOUT 1 FOOT LOWER THAN THE TRACK AND IN THE TOP OF A
 NO0231'CONCRETE POST WHICH PROJECTS 2 INCHES.
 NO0231
 NO0231                          STATION RECOVERY (1995)
 NO0231
 NO0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0231'THE MARK IS LOCATED ABOUT 10.25 MI (16.50 KM) EAST-NORTHEAST OF
 NO0231'MERRIMAN, 12.0 MI (19.3 KM) WEST OF CODY, 1.75 MI (2.82 KM) NORTH OF
 NO0231'U.S. HIGHWAY 20, 0.1 MI (0.2 KM) NORTH OF THE OLD TOWN OF ELI, IN THE
 NO0231'NW 1/4 OF SEC7, T34N, R35W, AND ON PROPERTY OWNED BY THE NEBRASKA
 NO0231'GAMES AND PARKS COMMISSION AND ADJACENT TO MR. TOM GASKINS, HC 31, BOX
 NO0231'ELI, NEBRASKA 69201.  TELEPHONE 308-684-3429.  DO NOT DRIVE ACROSS MR.
 NO0231'GASKINS PROPERTY.  TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY
 NO0231'20 AND STATE HIGHWAY 61 IN MERRIMAN, GO EAST ON HIGHWAY 20 FOR 10.3 MI
 NO0231'(16.6 KM) TO A PAVED CROSSROAD AND A SIGN FOR ELI. TURN LEFT AND GO
 NO0231'NORTHERLY FOR 1.5 MI (2.4 KM) TO A GRADED CROSSROAD, 0.2 MI (0.3 KM)
 NO0231'WEST OF ELI.  CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO AN ABANDONED
 NO0231'RAILROAD GRADE.  TURN RIGHT AND GO EAST ON THE OLD GRADE FOR 0.2 MI
 NO0231'(0.3 KM) TO THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A
 NO0231'ROUND CONCRETE MONUMENT THAT PROJECTS 0.2 FT (6.1 CM) ABOVE THE
 NO0231'GROUND.  IT IS 121.0 FT (36.9 M) EAST OF THE EXTENDED CENTERLINE OF
 NO0231'THE MOST WESTERLY STREET OF ELI, 123.6 FT (37.7 M) NORTHEAST FROM THE
 NO0231'CENTER OF A WINDMILL, 61.7 FT (18.8 M) WEST OF THE SOUTHWEST CORNER OF
 NO0231'AN OLD 10 BY 30 FOOT (9.1 M) CONCRETE FOUNDATION, 31.0 FT (9.4 M)
 NO0231'SOUTH OF THE CENTERLINE OF THE OLD TRACK AND 2.0 FT (0.6 M) EAST OF A
 NO0231'WITNESS POST.  REBAR WAS DRIVEN ALONG THE SOUTH SIDE OF THE MARK.
 NO0231
 NO0231                          STATION RECOVERY (1996)
 NO0231
 NO0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NO0231'THE STATION IS LOCATED ABOUT 10.25 MI (16.50 KM) EAST-NORTHEAST OF
 NO0231'MERRIMAN, 12.0 MI (19.3 KM) WEST OF CODY, 1.75 MI (2.82 KM) NORTH OF
 NO0231'U.S. HIGHWAY 20, AND 0.1 MI (0.2 KM) NORTH OF THE OLD TOWN OF ELI.
 NO0231'OWNERSHIP--THE NEBRASKA GAMES AND PARKS COMMISSION AND ADJACENT TO MR.
 NO0231'TOM GASKINS, HC 31, BOX ELI, NEBRASKA 69201.  TELEPHONE 308-684-3429.
 NO0231'DO NOT DRIVE ACROSS MR. GASKINS PROPERTY.  TO REACH THE STATION FROM
 NO0231'THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 61 IN MERRIMAN, GO
 NO0231'EAST ON HIGHWAY 20 FOR 10.3 MI (16.6 KM) TO A PAVED CROSSROAD AND A
 NO0231'SIGN (ELI), TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 1.5 MI (2.4
 NO0231'KM) TO A GRADED CROSSROAD, CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO A
 NO0231'RAILROAD GRADE (TRACK REMOVED), TURN RIGHT AND GO EAST ON THE RAILROAD
 NO0231'GRADE FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT.  THE STATION IS
 NO0231'LOCATED 121.0 FT (36.9 M) EAST OF THE EXTENDED CENTERLINE OF THE MOST
 NO0231'WESTERLY STREET OF ELI, 123.6 FT (37.7 M) NORTHEAST OF THE CENTER OF A
 NO0231'WINDMILL, 61.7 FT (18.8 M) WEST OF THE SOUTHWEST CORNER OF A 10 BY
 NO0231'30-FOOT CONCRETE FOUNDATION (ABANDONED), 31.0 FT (9.4 M) SOUTH OF THE
 NO0231'CENTER OF THE GRADE, 2.0 FT (0.6 M) EAST OF A WITNESS POST, AND THE
 NO0231'MONUMENT PROJECTS 0.2 FT (6.1 CM) ABOVE THE GROUND SURFACE.
 NO0231
 NO0231                          STATION RECOVERY (1999)
 NO0231
 NO0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NO0231'16.2 KM (10.05 MI) EASTERLY ALONG U.S.  HIGHWAY 20 FROM THE POST
 NO0231'OFFICE IN MERRIMAN, THENCE 2.5 KM (1.55 MI) NORTHERLY ALONG A PAVED
 NO0231'ROAD, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG AN ABANDONED RAILROAD
 NO0231'GRADE (TRACK REMOVED) , 37.7 M (123.7 FT) NORTHEAST OF A WINDMILL,
 NO0231'27.2 M (89.2 FT) NORTH OF THE NORTHEAST CORNER OF A 10 BY 30-FT
 NO0231'CONCRETE PAD, 9.4 M (30.8 FT) SOUTH OF THE CENTER OF THE GRADE, 5.5 M
 NO0231'(18.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A FENCE, 0.6 M (2.0 FT)
 NO0231'EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE GRADE,
 NO0231'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 NO0231'NOTE--THE MONUMENT IS ON STATE GAME AND FISH PROPERTY.  THE MONUMENT
 NO0231'IS A FEDERAL BASE NETWORK CONTROL STATION.
 NO0231
 NO0231                          STATION RECOVERY (2000)
 NO0231
 NO0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 NO0231'RECOVERED AS DESCRIBED WITH ONE MEASUREMENT ADDITION, 1.1 M (3.6 FT)
 NO0231'NORTH OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0237 ***********************************************************************
 NP0237  DESIGNATION -  R 348
 NP0237  PID         -  NP0237
 NP0237  STATE/COUNTY-  NE/DAWES
 NP0237  USGS QUAD   -  CHADRON WEST (1980)
 NP0237
 NP0237                         *CURRENT SURVEY CONTROL
 NP0237  ___________________________________________________________________
 NP0237* NAD 83(1986)-  42 50 06.     (N)    103 00 51.     (W)     SCALED    
 NP0237* NAVD 88     -      1021.355  (meters)    3350.90   (feet)  ADJUSTED  
 NP0237  ___________________________________________________________________
 NP0237  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0237  DYNAMIC HT  -        1020.850 (meters)    3349.24  (feet)  COMP
 NP0237  MODELED GRAV-     980,091.9   (mgal)                       NAVD 88
 NP0237
 NP0237  VERT ORDER  -  FIRST     CLASS II
 NP0237
 NP0237.The horizontal coordinates were scaled from a topographic map and have
 NP0237.an estimated accuracy of +/- 6 seconds.
 NP0237
 NP0237.The orthometric height was determined by differential leveling
 NP0237.and adjusted by the National Geodetic Survey in June 1991..
 NP0237
 NP0237.The geoid height was determined by GEOID03.
 NP0237
 NP0237.The dynamic height is computed by dividing the NAVD 88
 NP0237.geopotential number by the normal gravity value computed on the
 NP0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0237.degrees latitude (g = 980.6199 gals.).
 NP0237
 NP0237.The modeled gravity was interpolated from observed gravity values.
 NP0237
 NP0237;                    North         East    Units  Estimated Accuracy
 NP0237;SPC NE       -   337,590.      253,630.      MT  (+/- 180 meters Scaled)
 NP0237
 NP0237                          SUPERSEDED SURVEY CONTROL
 NP0237
 NP0237  NGVD 29 (??/??/92) 1020.814  (m)         3349.12   (f) ADJ UNCH    1 2
 NP0237
 NP0237.Superseded values are not recommended for survey control.
 NP0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0237.See file dsdata.txt to determine how the superseded data were derived.
 NP0237
 NP0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH622444(NAD 83)
 NP0237_MARKER: DB = BENCH MARK DISK
 NP0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0237_STAMPING: R 348 1957
 NP0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0237+STABILITY: SURFACE MOTION
 NP0237
 NP0237  HISTORY     - Date     Condition        Report By
 NP0237  HISTORY     - 1957     MONUMENTED       CGS
 NP0237
 NP0237                          STATION DESCRIPTION
 NP0237
 NP0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0237'0.9 MI W FROM CHADRON.
 NP0237'ABOUT 0.9 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0237'FROM THE STATION AT CHADRON, IN SECTION 18, T. 33 N., R. 48 W.,
 NP0237'8 FEET SOUTH OF THE FOURTH POLE WEST OF MILEPOST 407, 95 1/2
 NP0237'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 2 FEET NORTH
 NP0237'OF THE FENCE LINE, 2 FEET BELOW THE RAIL, 1 1/2 FEET EAST OF A
 NP0237'WHITE WOODEN WITNESS POST, IN THE TOP OF A CONCRETE POST
 NP0237'WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0322 ***********************************************************************
 NP0322  DESIGNATION -  R 349
 NP0322  PID         -  NP0322
 NP0322  STATE/COUNTY-  NE/DAWES
 NP0322  USGS QUAD   -  WAYSIDE (1980)
 NP0322
 NP0322                         *CURRENT SURVEY CONTROL
 NP0322  ___________________________________________________________________
 NP0322* NAD 83(1986)-  42 57 08.     (N)    103 12 26.     (W)     SCALED    
 NP0322* NAVD 88     -      1076.157  (meters)    3530.69   (feet)  ADJUSTED  
 NP0322  ___________________________________________________________________
 NP0322  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 NP0322  DYNAMIC HT  -        1075.649 (meters)    3529.03  (feet)  COMP
 NP0322  MODELED GRAV-     980,111.8   (mgal)                       NAVD 88
 NP0322
 NP0322  VERT ORDER  -  SECOND    CLASS 0
 NP0322
 NP0322.The horizontal coordinates were scaled from a topographic map and have
 NP0322.an estimated accuracy of +/- 6 seconds.
 NP0322
 NP0322.The orthometric height was determined by differential leveling
 NP0322.and adjusted by the National Geodetic Survey in June 1991..
 NP0322
 NP0322.The geoid height was determined by GEOID03.
 NP0322
 NP0322.The dynamic height is computed by dividing the NAVD 88
 NP0322.geopotential number by the normal gravity value computed on the
 NP0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0322.degrees latitude (g = 980.6199 gals.).
 NP0322
 NP0322.The modeled gravity was interpolated from observed gravity values.
 NP0322
 NP0322;                    North         East    Units  Estimated Accuracy
 NP0322;SPC NE       -   351,170.      238,340.      MT  (+/- 180 meters Scaled)
 NP0322
 NP0322                          SUPERSEDED SURVEY CONTROL
 NP0322
 NP0322  NGVD 29 (??/??/92) 1075.598  (m)         3528.86   (f) ADJ UNCH    2 0
 NP0322
 NP0322.Superseded values are not recommended for survey control.
 NP0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0322.See file dsdata.txt to determine how the superseded data were derived.
 NP0322
 NP0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH462570(NAD 83)
 NP0322_MARKER: DB = BENCH MARK DISK
 NP0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0322_STAMPING: R 349 1957
 NP0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0322+STABILITY: SURFACE MOTION
 NP0322
 NP0322  HISTORY     - Date     Condition        Report By
 NP0322  HISTORY     - 1957     MONUMENTED       CGS
 NP0322
 NP0322                          STATION DESCRIPTION
 NP0322
 NP0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0322'3 MI SE FROM WAYSIDE.
 NP0322'ABOUT 3.05 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0322'RAILWAY FROM THE STATION AT WAYSIDE, 92 FEET NORTHEAST AND ACROSS
 NP0322'THE TRACK FROM THE SECOND POLE SOUTHEAST OF MILEPOST 9, 9 POLES
 NP0322'NORTHWEST OF A ROAD CROSSING, 39 FEET NORTHEAST OF THE NORTHEAST
 NP0322'RAIL, 54 FEET NORTH OF THE NORTH CORNER OF A HAND CAR SET OFF,
 NP0322'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE
 NP0322'RAIL, AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0335 ***********************************************************************
 NO0335  DESIGNATION -  R 350
 NO0335  PID         -  NO0335
 NO0335  STATE/COUNTY-  NE/CHERRY
 NO0335  USGS QUAD   -  IRWIN SW (1990)
 NO0335
 NO0335                         *CURRENT SURVEY CONTROL
 NO0335  ___________________________________________________________________
 NO0335* NAD 83(1986)-  42 51 51.     (N)    101 59 27.     (W)     SCALED    
 NO0335* NAVD 88     -      1062.985  (meters)    3487.48   (feet)  ADJUSTED  
 NO0335  ___________________________________________________________________
 NO0335  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 NO0335  DYNAMIC HT  -        1062.495 (meters)    3485.87  (feet)  COMP
 NO0335  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 NO0335
 NO0335  VERT ORDER  -  FIRST     CLASS II
 NO0335
 NO0335.The horizontal coordinates were scaled from a topographic map and have
 NO0335.an estimated accuracy of +/- 6 seconds.
 NO0335
 NO0335.The orthometric height was determined by differential leveling
 NO0335.and adjusted by the National Geodetic Survey in June 1991..
 NO0335
 NO0335.The geoid height was determined by GEOID03.
 NO0335
 NO0335.The dynamic height is computed by dividing the NAVD 88
 NO0335.geopotential number by the normal gravity value computed on the
 NO0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0335.degrees latitude (g = 980.6199 gals.).
 NO0335
 NO0335.The modeled gravity was interpolated from observed gravity values.
 NO0335
 NO0335;                    North         East    Units  Estimated Accuracy
 NO0335;SPC NE       -   338,410.      337,330.      MT  (+/- 180 meters Scaled)
 NO0335
 NO0335                          SUPERSEDED SURVEY CONTROL
 NO0335
 NO0335  NGVD 29 (??/??/92) 1062.524  (m)         3485.96   (f) ADJ UNCH    1 2
 NO0335
 NO0335.Superseded values are not recommended for survey control.
 NO0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0335.See file dsdata.txt to determine how the superseded data were derived.
 NO0335
 NO0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN556500(NAD 83)
 NO0335_MARKER: DB = BENCH MARK DISK
 NO0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0335_STAMPING: R 350 1957
 NO0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0335+STABILITY: SURFACE MOTION
 NO0335
 NO0335  HISTORY     - Date     Condition        Report By
 NO0335  HISTORY     - 1957     MONUMENTED       CGS
 NO0335
 NO0335                          STATION DESCRIPTION
 NO0335
 NO0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0335'11.5 MI NE FROM GORDON.
 NO0335'ABOUT 11.5 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NO0335'RAILWAY FROM THE STATION AT GORDON, IN T. 33 N., R. 40 W.,
 NO0335'SECTION 1., 96 YARDS SOUTHEAST OF THE SOUTHEAST EDGE OF A SMALL
 NO0335'GROVE OF TREES, 111 FEET NORTH OF THE FIRST TELEPHONE POLE
 NO0335'NORTHEAST OF MILEPOST 348, 79 FEET NORTHEAST OF A T-FENCE
 NO0335'CORNER POST, 51 FEET NORTHWEST OF THE NORTHWEST RAIL, 35 FEET
 NO0335'SOUTHEAST OF THE CENTER LINE OF A PRIVATE TRACK ROAD, 1 1/2
 NO0335'FEET NORTHWEST OF THE NORTHWEST RAILROAD RIGHT OF WAY FENCE,
 NO0335'1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 NO0335'LEVEL WITH THE RAILS, AND IN THE TOP OF A CONCRETE POST WHICH
 NO0335'PROJECTS 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0031 ***********************************************************************
 NP0031  DESIGNATION -  R 351 RESET
 NP0031  PID         -  NP0031
 NP0031  STATE/COUNTY-  NE/SHERIDAN
 NP0031  USGS QUAD   -  CLINTON (1969)
 NP0031
 NP0031                         *CURRENT SURVEY CONTROL
 NP0031  ___________________________________________________________________
 NP0031* NAD 83(1986)-  42 46 01.     (N)    102 19 42.     (W)     SCALED    
 NP0031* NAVD 88     -      1128.88   (meters)    3703.7    (feet)  RESET     
 NP0031  ___________________________________________________________________
 NP0031  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 NP0031
 NP0031  VERT ORDER  -  THIRD
 NP0031
 NP0031.The horizontal coordinates were scaled from a topographic map and have
 NP0031.an estimated accuracy of +/- 6 seconds.
 NP0031
 NP0031.The orthometric height was computed from unverified reset data.
 NP0031
 NP0031.The geoid height was determined by GEOID03.
 NP0031
 NP0031;                    North         East    Units  Estimated Accuracy
 NP0031;SPC NE       -   328,300.      309,470.      MT  (+/- 180 meters Scaled)
 NP0031
 NP0031                          SUPERSEDED SURVEY CONTROL
 NP0031
 NP0031.No superseded survey control is available for this station.
 NP0031
 NP0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH185383(NAD 83)
 NP0031_MARKER: DB = BENCH MARK DISK
 NP0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0031_STAMPING: R 351 RESET 1969
 NP0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0031+STABILITY: SURFACE MOTION
 NP0031
 NP0031  HISTORY     - Date     Condition        Report By
 NP0031  HISTORY     - 1969     MONUMENTED       USGS
 NP0031
 NP0031                          STATION DESCRIPTION
 NP0031
 NP0031'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NP0031'1.6 MI NE FROM CLINTON.
 NP0031'ABOUT 0.6 MILE NORTH AND 1 MILE EAST OF CLINTON, 2.5 MILES
 NP0031'SOUTH AND 6.5 MILES WEST OF GORDON, IN THE SOUTHEAST CORNER OF
 NP0031'SECTION 11, T 32 N, R 43 W, 1.2 MILES NORTHEAST ALONG U.S. HIGHWAY
 NP0031'20 FROM CLINTON, 58 FEET NORTH AND 177 FEET NORTHEAST OF THE FIRST
 NP0031'TELEGRAPH POLE NORTHEAST OF MILEPOST 367, 40 FEET NORTHWEST OF
 NP0031'THE NORTHWEST RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY TRACK,
 NP0031'1.7 FEET NORTH OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF
 NP0031'A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0223 ***********************************************************************
 NP0223  DESIGNATION -  R 352
 NP0223  PID         -  NP0223
 NP0223  STATE/COUNTY-  NE/DAWES
 NP0223  USGS QUAD   -  CHADRON EAST (1970)
 NP0223
 NP0223                         *CURRENT SURVEY CONTROL
 NP0223  ___________________________________________________________________
 NP0223* NAD 83(1986)-  42 48 52.     (N)    102 53 35.     (W)     SCALED    
 NP0223* NAVD 88     -      1060.326  (meters)    3478.75   (feet)  ADJUSTED  
 NP0223  ___________________________________________________________________
 NP0223  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0223  DYNAMIC HT  -        1059.807 (meters)    3477.05  (feet)  COMP
 NP0223  MODELED GRAV-     980,094.5   (mgal)                       NAVD 88
 NP0223
 NP0223  VERT ORDER  -  FIRST     CLASS II
 NP0223
 NP0223.The horizontal coordinates were scaled from a topographic map and have
 NP0223.an estimated accuracy of +/- 6 seconds.
 NP0223
 NP0223.The orthometric height was determined by differential leveling
 NP0223.and adjusted by the National Geodetic Survey in June 1991..
 NP0223
 NP0223.The geoid height was determined by GEOID03.
 NP0223
 NP0223.The dynamic height is computed by dividing the NAVD 88
 NP0223.geopotential number by the normal gravity value computed on the
 NP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0223.degrees latitude (g = 980.6199 gals.).
 NP0223
 NP0223.The modeled gravity was interpolated from observed gravity values.
 NP0223
 NP0223;                    North         East    Units  Estimated Accuracy
 NP0223;SPC NE       -   334,970.      263,450.      MT  (+/- 180 meters Scaled)
 NP0223
 NP0223                          SUPERSEDED SURVEY CONTROL
 NP0223
 NP0223  NGVD 29 (??/??/92) 1059.794  (m)         3477.01   (f) ADJ UNCH    1 2
 NP0223
 NP0223.Superseded values are not recommended for survey control.
 NP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0223.See file dsdata.txt to determine how the superseded data were derived.
 NP0223
 NP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH722423(NAD 83)
 NP0223_MARKER: DB = BENCH MARK DISK
 NP0223_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0223_SP_SET: 37 FT
 NP0223_STAMPING: R 352 1957
 NP0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0223
 NP0223  HISTORY     - Date     Condition        Report By
 NP0223  HISTORY     - 1957     MONUMENTED       CGS
 NP0223
 NP0223                          STATION DESCRIPTION
 NP0223
 NP0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0223'5.4 MI E FROM CHADRON.
 NP0223'ABOUT 5.45 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0223'FROM THE STATION AT CHADRON, IN SECTION 19 OR 30, T. 33 N.,
 NP0223'R. 47 W., 26 FEET EAST OF THE NINETH POLE EAST OF MILEPOST 401,
 NP0223'38 FEET SOUTH OF THE SOUTH RAIL, 173 FEET WEST OF THE CENTER
 NP0223'LINE OF A FARM ROAD LEADING SOUTH, 9 1/2 FEET NORTH OF A FENCE,
 NP0223'54 FEET WEST OF A T FENCE CORNER, ABOUT LEVEL WITH THE TRACK, A
 NP0223'DISK ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 NP0223'OF 37 FEET.  THE ROD IS ENCASED IN A 6-INCH TILE WHICH PROJECTS
 NP0223'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0211 ***********************************************************************
 NP0211  DESIGNATION -  R 353
 NP0211  PID         -  NP0211
 NP0211  STATE/COUNTY-  NE/SHERIDAN
 NP0211  USGS QUAD   -  HAY SPRINGS (1966)
 NP0211
 NP0211                         *CURRENT SURVEY CONTROL
 NP0211  ___________________________________________________________________
 NP0211* NAD 83(1986)-  42 42 38.     (N)    102 44 44.     (W)     SCALED    
 NP0211* NAVD 88     -      1180.324  (meters)    3872.45   (feet)  ADJUSTED  
 NP0211  ___________________________________________________________________
 NP0211  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 NP0211  DYNAMIC HT  -        1179.714 (meters)    3870.45  (feet)  COMP
 NP0211  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 NP0211
 NP0211  VERT ORDER  -  FIRST     CLASS II
 NP0211
 NP0211.The horizontal coordinates were scaled from a topographic map and have
 NP0211.an estimated accuracy of +/- 6 seconds.
 NP0211
 NP0211.The orthometric height was determined by differential leveling
 NP0211.and adjusted by the National Geodetic Survey in June 1991..
 NP0211
 NP0211.The geoid height was determined by GEOID03.
 NP0211
 NP0211.The dynamic height is computed by dividing the NAVD 88
 NP0211.geopotential number by the normal gravity value computed on the
 NP0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0211.degrees latitude (g = 980.6199 gals.).
 NP0211
 NP0211.The modeled gravity was interpolated from observed gravity values.
 NP0211
 NP0211;                    North         East    Units  Estimated Accuracy
 NP0211;SPC NE       -   323,040.      275,140.      MT  (+/- 180 meters Scaled)
 NP0211
 NP0211                          SUPERSEDED SURVEY CONTROL
 NP0211
 NP0211  NGVD 29 (??/??/92) 1179.772  (m)         3870.64   (f) ADJ UNCH    1 2
 NP0211
 NP0211.Superseded values are not recommended for survey control.
 NP0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0211.See file dsdata.txt to determine how the superseded data were derived.
 NP0211
 NP0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH846311(NAD 83)
 NP0211_MARKER: DB = BENCH MARK DISK
 NP0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0211_STAMPING: R 353 1957
 NP0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0211+STABILITY: SURFACE MOTION
 NP0211
 NP0211  HISTORY     - Date     Condition        Report By
 NP0211  HISTORY     - 1957     MONUMENTED       CGS
 NP0211
 NP0211                          STATION DESCRIPTION
 NP0211
 NP0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0211'3.4 MI NW FROM HAY SPRINGS.
 NP0211'ABOUT 3.45 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0211'RAILWAY FROM THE STATION AT HAY SPRINGS, IN T. 32 N., R. 46 W.,
 NP0211'SECTION 32., 0.3 MILE NORTHWEST OF A WOODEN RAILROAD BRIDGE
 NP0211'NUMBER 618, 0.25 MILE SOUTHEAST OF A ROAD CROSSING, 88 1/2
 NP0211'FEET NORTHEAST AND ACROSS THE TRACK FROM THE 2ND POLE NORTHWEST
 NP0211'OF MILEPOST 390, 46 1/2 FEET NORTH EAST OF THE NORTHEAST RAIL,
 NP0211'1 1/2 FEET SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE, 1 1/2
 NP0211'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 NP0211'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 9
 NP0211'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0112 ***********************************************************************
 NN0112  DESIGNATION -  R 36
 NN0112  PID         -  NN0112
 NN0112  STATE/COUNTY-  NE/KNOX
 NN0112  USGS QUAD   -  NIOBRARA (1950)
 NN0112
 NN0112                         *CURRENT SURVEY CONTROL
 NN0112  ___________________________________________________________________
 NN0112* NAD 83(1986)-  42 45 17.     (N)    098 01 38.     (W)     SCALED    
 NN0112* NAVD 88     -       374.532  (meters)    1228.78   (feet)  ADJUSTED  
 NN0112  ___________________________________________________________________
 NN0112  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 NN0112  DYNAMIC HT  -         374.410 (meters)    1228.38  (feet)  COMP
 NN0112  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 NN0112
 NN0112  VERT ORDER  -  SECOND    CLASS 0
 NN0112
 NN0112.The horizontal coordinates were scaled from a topographic map and have
 NN0112.an estimated accuracy of +/- 6 seconds.
 NN0112
 NN0112.The orthometric height was determined by differential leveling
 NN0112.and adjusted by the National Geodetic Survey in June 1991..
 NN0112
 NN0112.The geoid height was determined by GEOID03.
 NN0112
 NN0112.The dynamic height is computed by dividing the NAVD 88
 NN0112.geopotential number by the normal gravity value computed on the
 NN0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0112.degrees latitude (g = 980.6199 gals.).
 NN0112
 NN0112.The modeled gravity was interpolated from observed gravity values.
 NN0112
 NN0112;                    North         East    Units  Estimated Accuracy
 NN0112;SPC NE       -   326,220.      661,470.      MT  (+/- 180 meters Scaled)
 NN0112
 NN0112                          SUPERSEDED SURVEY CONTROL
 NN0112
 NN0112  NGVD 29 (??/??/92)  374.324  (m)         1228.09   (f) ADJ UNCH    2 0
 NN0112
 NN0112.Superseded values are not recommended for survey control.
 NN0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0112.See file dsdata.txt to determine how the superseded data were derived.
 NN0112
 NN0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN796340(NAD 83)
 NN0112_MARKER: DB = BENCH MARK DISK
 NN0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0112_STAMPING: R 36 1934
 NN0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0112+STABILITY: SURFACE MOTION
 NN0112
 NN0112  HISTORY     - Date     Condition        Report By
 NN0112  HISTORY     - 1934     MONUMENTED       CGS
 NN0112  HISTORY     - 1949     GOOD             NGS
 NN0112  HISTORY     - 1974     MARK NOT FOUND   USGS
 NN0112
 NN0112                          STATION DESCRIPTION
 NN0112
 NN0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NN0112'AT NIOBRARA.
 NN0112'AT THE NORTHEAST CORNER OF THE NIOBRARA FIREHOUSE, 6.5 FEET
 NN0112'WEST OF A SIDEWALK, 3.6 FEET EAST OF THE NORTHEAST CORNER OF THE
 NN0112'FIREHOUSE, 2.6 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 NN0112'CONCRETE POST, 1.0 FOOT BELOW THE SURFACE OF THE GROUND.
 NN0112
 NN0112                          STATION RECOVERY (1974)
 NN0112
 NN0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NN0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0042 ***********************************************************************
 LG0042  DESIGNATION -  R 363
 LG0042  PID         -  LG0042
 LG0042  STATE/COUNTY-  NE/OTOE
 LG0042  USGS QUAD   -  PALMYRA (1966)
 LG0042
 LG0042                         *CURRENT SURVEY CONTROL
 LG0042  ___________________________________________________________________
 LG0042* NAD 83(1986)-  40 44 25.     (N)    096 23 10.     (W)     SCALED    
 LG0042* NAVD 88     -       365.217  (meters)    1198.22   (feet)  ADJUSTED  
 LG0042  ___________________________________________________________________
 LG0042  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 LG0042  DYNAMIC HT  -         365.057 (meters)    1197.69  (feet)  COMP
 LG0042  MODELED GRAV-     980,176.7   (mgal)                       NAVD 88
 LG0042
 LG0042  VERT ORDER  -  SECOND    CLASS 0
 LG0042
 LG0042.The horizontal coordinates were scaled from a topographic map and have
 LG0042.an estimated accuracy of +/- 6 seconds.
 LG0042
 LG0042.The orthometric height was determined by differential leveling
 LG0042.and adjusted by the National Geodetic Survey in June 1991..
 LG0042
 LG0042.The geoid height was determined by GEOID03.
 LG0042
 LG0042.The dynamic height is computed by dividing the NAVD 88
 LG0042.geopotential number by the normal gravity value computed on the
 LG0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0042.degrees latitude (g = 980.6199 gals.).
 LG0042
 LG0042.The modeled gravity was interpolated from observed gravity values.
 LG0042
 LG0042;                    North         East    Units  Estimated Accuracy
 LG0042;SPC NE       -   107,070.      805,080.      MT  (+/- 180 meters Scaled)
 LG0042
 LG0042                          SUPERSEDED SURVEY CONTROL
 LG0042
 LG0042  NGVD 29 (??/??/92)  365.122  (m)         1197.90   (f) ADJ UNCH    2 0
 LG0042
 LG0042.Superseded values are not recommended for survey control.
 LG0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0042.See file dsdata.txt to determine how the superseded data were derived.
 LG0042
 LG0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL207132(NAD 83)
 LG0042_MARKER: DB = BENCH MARK DISK
 LG0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0042_STAMPING: R 363 1961
 LG0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0042+STABILITY: SURFACE MOTION
 LG0042
 LG0042  HISTORY     - Date     Condition        Report By
 LG0042  HISTORY     - 1961     MONUMENTED       CGS
 LG0042
 LG0042                          STATION DESCRIPTION
 LG0042
 LG0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0042'2.6 MI N FROM PALMYRA.
 LG0042'2.55 MILES NORTH ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON
 LG0042'AND QUINCY RAILROAD STATION AT PALMYRA, 64 FEET SOUTHEAST OF
 LG0042'CENTER OF ROAD CROSSING, 50 FEET EAST OF A N-S ROAD, 39 FEET
 LG0042'SOUTH OF A E-W ROAD, 2.8 FEET WEST OF A POWER POLE WITH TWO
 LG0042'GUY WIRES, 2 FEET LOWER THAN THE ROAD, 1.9 FEET EAST OF A METAL
 LG0042'WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST
 LG0042'PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1405 ***********************************************************************
 LG1405  DESIGNATION -  R 364 RESET
 LG1405  PID         -  LG1405
 LG1405  STATE/COUNTY-  NE/CASS
 LG1405  USGS QUAD   -  AVOCA (1966)
 LG1405
 LG1405                         *CURRENT SURVEY CONTROL
 LG1405  ___________________________________________________________________
 LG1405* NAD 83(1986)-  40 49 37.     (N)    096 06 55.     (W)     SCALED    
 LG1405* NAVD 88     -       359.43   (meters)    1179.2    (feet)  RESET     
 LG1405  ___________________________________________________________________
 LG1405  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 LG1405
 LG1405  VERT ORDER  -  THIRD
 LG1405
 LG1405.The horizontal coordinates were scaled from a topographic map and have
 LG1405.an estimated accuracy of +/- 6 seconds.
 LG1405
 LG1405.The orthometric height was computed from unverified reset data.
 LG1405.No vertical observational check was made to the station.
 LG1405
 LG1405.The geoid height was determined by GEOID03.
 LG1405
 LG1405;                    North         East    Units  Estimated Accuracy
 LG1405;SPC NE       -   117,680.      827,500.      MT  (+/- 180 meters Scaled)
 LG1405
 LG1405                          SUPERSEDED SURVEY CONTROL
 LG1405
 LG1405  NGVD 29 (08/02/06)  359.34   (m)         1178.9    (f) RESET       3  
 LG1405
 LG1405.Superseded values are not recommended for survey control.
 LG1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1405.See file dsdata.txt to determine how the superseded data were derived.
 LG1405
 LG1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL432235(NAD 83)
 LG1405_MARKER: DV = VERTICAL CONTROL DISK
 LG1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1405_SP_SET: CONCRETE POST
 LG1405_STAMPING: R 364 RESET 1984
 LG1405_MARK LOGO: NGS   
 LG1405_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1405+STABILITY: SURFACE MOTION
 LG1405
 LG1405  HISTORY     - Date     Condition        Report By
 LG1405  HISTORY     - 1984     MONUMENTED       NGS
 LG1405
 LG1405                          STATION DESCRIPTION
 LG1405
 LG1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LG1405'0.16 KM (0.10 MI) WEST FROM THE POST OFFICE IN AVOCA, THENCE 2.09 KM
 LG1405'(1.30 MI) RIGHT AND NORTH ALONG STATE HIGHWAY 13C SPUR TO US HIGHWAY
 LG1405'34, THENCE 1.61 KM (1.00 MI) NORTH ALONG A GRAVELED ROAD TO A
 LG1405'CROSSROAD, THENCE 0.48 KM (0.30 MI) RIGHT AND EAST ALONG A GRAVELED
 LG1405'ROAD TO THE MARK ON THE LEFT, IN A PASTURE, AT A T-FENCE CORNER, ON
 LG1405'THE EASTERN SLOPE OF A RIDGE, 13.7 M (44.9 FT) NORTH FROM THE
 LG1405'CENTERLINE OF THE ROAD, 13.50 M (44.29 FT) SOUTH FROM A 24-INCH
 LG1405'DIAMETER WALNUT TREE, 5.49 M (18.01 FT) NORTH FROM THE FENCE CORNER,
 LG1405'0.30 M (0.98 FT) EAST FROM A NORTH/SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0579 ***********************************************************************
 LG0579  DESIGNATION -  R 365
 LG0579  PID         -  LG0579
 LG0579  STATE/COUNTY-  NE/SALINE
 LG0579  USGS QUAD   -  SWANTON (1961)
 LG0579
 LG0579                         *CURRENT SURVEY CONTROL
 LG0579  ___________________________________________________________________
 LG0579* NAD 83(1986)-  40 29 40.     (N)    097 07 19.     (W)     SCALED    
 LG0579* NAVD 88     -       462.910  (meters)    1518.73   (feet)  ADJUSTED  
 LG0579  ___________________________________________________________________
 LG0579  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 LG0579  DYNAMIC HT  -         462.657 (meters)    1517.90  (feet)  COMP
 LG0579  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 LG0579
 LG0579  VERT ORDER  -  SECOND    CLASS 0
 LG0579
 LG0579.The horizontal coordinates were scaled from a topographic map and have
 LG0579.an estimated accuracy of +/- 6 seconds.
 LG0579
 LG0579.The orthometric height was determined by differential leveling
 LG0579.and adjusted by the National Geodetic Survey in June 1991..
 LG0579
 LG0579.The geoid height was determined by GEOID03.
 LG0579
 LG0579.The dynamic height is computed by dividing the NAVD 88
 LG0579.geopotential number by the normal gravity value computed on the
 LG0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0579.degrees latitude (g = 980.6199 gals.).
 LG0579
 LG0579.The modeled gravity was interpolated from observed gravity values.
 LG0579
 LG0579;                    North         East    Units  Estimated Accuracy
 LG0579;SPC NE       -    77,460.      743,900.      MT  (+/- 180 meters Scaled)
 LG0579
 LG0579                          SUPERSEDED SURVEY CONTROL
 LG0579
 LG0579  NGVD 29 (??/??/92)  462.756  (m)         1518.23   (f) ADJ UNCH    2 0
 LG0579
 LG0579.Superseded values are not recommended for survey control.
 LG0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0579.See file dsdata.txt to determine how the superseded data were derived.
 LG0579
 LG0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK591843(NAD 83)
 LG0579_MARKER: DB = BENCH MARK DISK
 LG0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0579_STAMPING: R 365 1961
 LG0579_MARK LOGO: CGS   
 LG0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0579+STABILITY: SURFACE MOTION
 LG0579
 LG0579  HISTORY     - Date     Condition        Report By
 LG0579  HISTORY     - 1961     MONUMENTED       CGS
 LG0579  HISTORY     - 19950417 GOOD             NGS
 LG0579
 LG0579                          STATION DESCRIPTION
 LG0579
 LG0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0579'10.8 MI S FROM DORCHESTER.
 LG0579'0.3 MILE WEST ALONG THE CHICAGO BURLINGTON AND QUINCY RAILROAD
 LG0579'FROM THE RAILROAD STATION AT DORCHESTER TO STATE HIGHWAY 15,
 LG0579'THENCE 10.5 MILES SOUTH ALONG STATE HIGHWAY 15, 108 FEET SOUTHEAST
 LG0579'OF CENTER LINE OF ROAD CROSSING, 100 FEET SOUTH OF CENTER LINE
 LG0579'OF GRAVEL ROAD, 39 FEET EAST OF CENTER LINE OF STATE HIGHWAY 15,
 LG0579'3 FEET WEST OF A POWER LINE POLE, 2.4 FEET SOUTH OF A METAL
 LG0579'WITNESS POST WITH SIGN, 1 FOOT EAST OF A FENCE SET IN TOP OF A
 LG0579'SQUARE CONCRETE POST PROJECTING 6 INCHES AND ABOUT 2 FEET HIGHER
 LG0579'THAN HIGHWAY.
 LG0579
 LG0579                          STATION RECOVERY (1995)
 LG0579
 LG0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 LG0579'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0027 ***********************************************************************
 NN0027  DESIGNATION -  R 37
 NN0027  PID         -  NN0027
 NN0027  STATE/COUNTY-  NE/KNOX
 NN0027  USGS QUAD   -  VERDIGRE NE (1950)
 NN0027
 NN0027                         *CURRENT SURVEY CONTROL
 NN0027  ___________________________________________________________________
 NN0027* NAD 83(1986)-  42 39 16.     (N)    098 02 38.     (W)     SCALED    
 NN0027* NAVD 88     -       395.507  (meters)    1297.59   (feet)  ADJUSTED  
 NN0027  ___________________________________________________________________
 NN0027  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 NN0027  DYNAMIC HT  -         395.369 (meters)    1297.14  (feet)  COMP
 NN0027  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 NN0027
 NN0027  VERT ORDER  -  SECOND    CLASS 0
 NN0027
 NN0027.The horizontal coordinates were scaled from a topographic map and have
 NN0027.an estimated accuracy of +/- 6 seconds.
 NN0027
 NN0027.The orthometric height was determined by differential leveling
 NN0027.and adjusted by the National Geodetic Survey in June 1991..
 NN0027
 NN0027.The geoid height was determined by GEOID03.
 NN0027
 NN0027.The dynamic height is computed by dividing the NAVD 88
 NN0027.geopotential number by the normal gravity value computed on the
 NN0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0027.degrees latitude (g = 980.6199 gals.).
 NN0027
 NN0027.The modeled gravity was interpolated from observed gravity values.
 NN0027
 NN0027;                    North         East    Units  Estimated Accuracy
 NN0027;SPC NE       -   315,050.      660,360.      MT  (+/- 180 meters Scaled)
 NN0027
 NN0027                          SUPERSEDED SURVEY CONTROL
 NN0027
 NN0027  NGVD 29 (??/??/92)  395.302  (m)         1296.92   (f) ADJ UNCH    2 0
 NN0027
 NN0027.Superseded values are not recommended for survey control.
 NN0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0027.See file dsdata.txt to determine how the superseded data were derived.
 NN0027
 NN0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN783228(NAD 83)
 NN0027_MARKER: DB = BENCH MARK DISK
 NN0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0027_STAMPING: R-37 1934
 NN0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0027+STABILITY: SURFACE MOTION
 NN0027
 NN0027  HISTORY     - Date     Condition        Report By
 NN0027  HISTORY     - 1934     MONUMENTED       CGS
 NN0027  HISTORY     - 1951     MARK NOT FOUND   USGS
 NN0027
 NN0027                          STATION DESCRIPTION
 NN0027
 NN0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0027'4 MI N FROM VERDIGRE.
 NN0027'LOCATED 4 MILES NORTH OF STATION AT VERDIGRE, 48 FEET SOUTH OF
 NN0027'CENTERLINE OF ROAD CROSSING TRACK, 43.3 FEET EAST OF EAST RAIL,
 NN0027'37.4 FEET SOUTH WEST OF SOUTHWEST CORNER OF HY. BRIDGE OVER
 NN0027'NIOBRARA CREEK.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4
 NN0027'INCHES HIGH.  NOTE-- MUCH OF THE RIVER BANK IN THIS VICINITY
 NN0027'WAS WASHED AWAY IN 1950, LATER THIS AREA WAS FILLED IN WITH BROKEN
 NN0027'ROCK.  BM WAS PROBABLY DESTROYED DURING HIGH WATER STAGE OF
 NN0027'VERDIGREE CR. OR DURING THE REBUILDING OF THE BANK.
 NN0027
 NN0027                          STATION RECOVERY (1951)
 NN0027
 NN0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NN0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1282 ***********************************************************************
 NM1282  DESIGNATION -  R 38
 NM1282  PID         -  NM1282
 NM1282  STATE/COUNTY-  NE/PIERCE
 NM1282  USGS QUAD   -  OSMOND (1963)
 NM1282
 NM1282                         *CURRENT SURVEY CONTROL
 NM1282  ___________________________________________________________________
 NM1282* NAD 83(1986)-  42 21 24.     (N)    097 35 45.     (W)     SCALED    
 NM1282* NAVD 88     -       511.359  (meters)    1677.68   (feet)  ADJUSTED  
 NM1282  ___________________________________________________________________
 NM1282  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 NM1282  DYNAMIC HT  -         511.171 (meters)    1677.07  (feet)  COMP
 NM1282  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 NM1282
 NM1282  VERT ORDER  -  SECOND    CLASS 0
 NM1282
 NM1282.The horizontal coordinates were scaled from a topographic map and have
 NM1282.an estimated accuracy of +/- 6 seconds.
 NM1282
 NM1282.The orthometric height was determined by differential leveling
 NM1282.and adjusted by the National Geodetic Survey in June 1991..
 NM1282
 NM1282.The geoid height was determined by GEOID03.
 NM1282
 NM1282.The dynamic height is computed by dividing the NAVD 88
 NM1282.geopotential number by the normal gravity value computed on the
 NM1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1282.degrees latitude (g = 980.6199 gals.).
 NM1282
 NM1282.The modeled gravity was interpolated from observed gravity values.
 NM1282
 NM1282;                    North         East    Units  Estimated Accuracy
 NM1282;SPC NE       -   282,920.      698,000.      MT  (+/- 180 meters Scaled)
 NM1282
 NM1282                          SUPERSEDED SURVEY CONTROL
 NM1282
 NM1282  NGVD 29 (??/??/92)  511.170  (m)         1677.06   (f) ADJ UNCH    2 0
 NM1282
 NM1282.Superseded values are not recommended for survey control.
 NM1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1282.See file dsdata.txt to determine how the superseded data were derived.
 NM1282
 NM1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM156903(NAD 83)
 NM1282_MARKER: DB = BENCH MARK DISK
 NM1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1282_STAMPING: R-38--1934
 NM1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1282+STABILITY: SURFACE MOTION
 NM1282
 NM1282  HISTORY     - Date     Condition        Report By
 NM1282  HISTORY     - 1934     MONUMENTED       CGS
 NM1282  HISTORY     - 1961     MARK NOT FOUND   USGS
 NM1282
 NM1282                          STATION DESCRIPTION
 NM1282
 NM1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1282'AT OSMOND.
 NM1282'LOCATED 45 YARDS NORTHWEST OF NORTHWEST CORNER OF BROEKEMEIR SERVICE
 NM1282'STATION AT OSMOND, 37 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY 20,
 NM1282'29 FEET EAST OF CENTERLINE OF DRIVE WAY, 3.4 FEET NORTH OF 2 FT
 NM1282'BY 2 FT BRICK CORNER POST.  STANDARD TABLET SET IN TOP OF
 NM1282'CONCRETE POST 3 INCHES HIGH.
 NM1282
 NM1282                          STATION RECOVERY (1961)
 NM1282
 NM1282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1592 ***********************************************************************
 NM1592  DESIGNATION -  R 39 RESET
 NM1592  PID         -  NM1592
 NM1592  STATE/COUNTY-  NE/CEDAR
 NM1592  USGS QUAD   -  GAVINS POINT DAM (1968)
 NM1592
 NM1592                         *CURRENT SURVEY CONTROL
 NM1592  ___________________________________________________________________
 NM1592* NAD 83(1986)-  42 51 35.     (N)    097 23 38.     (W)     SCALED    
 NM1592* NAVD 88     -       364.08   (+/-2cm)    1194.5    (feet)  VERTCON   
 NM1592  ___________________________________________________________________
 NM1592  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 NM1592
 NM1592  VERT ORDER  -  THIRD (See Below)
 NM1592
 NM1592.The horizontal coordinates were scaled from a topographic map and have
 NM1592.an estimated accuracy of +/- 6 seconds.
 NM1592
 NM1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1592.The vertical order pertains to the NGVD 29 superseded value.
 NM1592
 NM1592.The geoid height was determined by GEOID03.
 NM1592
 NM1592;                    North         East    Units  Estimated Accuracy
 NM1592;SPC NE       -   339,250.      712,940.      MT  (+/- 180 meters Scaled)
 NM1592
 NM1592                          SUPERSEDED SURVEY CONTROL
 NM1592
 NM1592  NGVD 29 (08/02/06)  363.88   (m)         1193.8    (f) RESET       3  
 NM1592
 NM1592.Superseded values are not recommended for survey control.
 NM1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1592.See file dsdata.txt to determine how the superseded data were derived.
 NM1592
 NM1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN312464(NAD 83)
 NM1592_MARKER: DB = BENCH MARK DISK
 NM1592_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NM1592_SP_SET: CURB
 NM1592_STAMPING: R 39 RESET 1977
 NM1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1592
 NM1592  HISTORY     - Date     Condition        Report By
 NM1592  HISTORY     - 1977     MONUMENTED       NEDR
 NM1592
 NM1592                          STATION DESCRIPTION
 NM1592
 NM1592'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1977
 NM1592'IN YANKTON.
 NM1592'IN TOP OF CONCRETE BARRIER CURB, 8.5 FEET EAST OF CENTERLINE OF
 NM1592'NORTHBOUND LAND OF BRIDGE, 1 FOOT SOUTH OF SOUTH ABUTMENT. NEBRASKA
 NM1592'END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0471 ***********************************************************************
 NP0471  DESIGNATION -  R 4
 NP0471  PID         -  NP0471
 NP0471  STATE/COUNTY-  NE/SIOUX
 NP0471  USGS QUAD   -  ROUNDTOP (1980)
 NP0471
 NP0471                         *CURRENT SURVEY CONTROL
 NP0471  ___________________________________________________________________
 NP0471* NAD 83(1986)-  42 49 28.     (N)    103 30 24.     (W)     SCALED    
 NP0471* NAVD 88     -      1131.804  (meters)    3713.26   (feet)  ADJUSTED  
 NP0471  ___________________________________________________________________
 NP0471  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 NP0471  DYNAMIC HT  -        1131.233 (meters)    3711.39  (feet)  COMP
 NP0471  MODELED GRAV-     980,076.7   (mgal)                       NAVD 88
 NP0471
 NP0471  VERT ORDER  -  FIRST     CLASS II
 NP0471
 NP0471.The horizontal coordinates were scaled from a topographic map and have
 NP0471.an estimated accuracy of +/- 6 seconds.
 NP0471
 NP0471.The orthometric height was determined by differential leveling
 NP0471.and adjusted by the National Geodetic Survey in June 1991..
 NP0471
 NP0471.The geoid height was determined by GEOID03.
 NP0471
 NP0471.The dynamic height is computed by dividing the NAVD 88
 NP0471.geopotential number by the normal gravity value computed on the
 NP0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0471.degrees latitude (g = 980.6199 gals.).
 NP0471
 NP0471.The modeled gravity was interpolated from observed gravity values.
 NP0471
 NP0471;                    North         East    Units  Estimated Accuracy
 NP0471;SPC NE       -   337,930.      213,350.      MT  (+/- 180 meters Scaled)
 NP0471
 NP0471                          SUPERSEDED SURVEY CONTROL
 NP0471
 NP0471  NGVD 29 (??/??/92) 1131.218  (m)         3711.34   (f) ADJ UNCH    1 2
 NP0471
 NP0471.Superseded values are not recommended for survey control.
 NP0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0471.See file dsdata.txt to determine how the superseded data were derived.
 NP0471
 NP0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH220424(NAD 83)
 NP0471_MARKER: B = BOLT
 NP0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0471_SP_SET: CULVERT
 NP0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0471
 NP0471  HISTORY     - Date     Condition        Report By
 NP0471  HISTORY     - UNK      MONUMENTED       CGS
 NP0471  HISTORY     - 1957     GOOD             NGS
 NP0471  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0471
 NP0471                          STATION DESCRIPTION
 NP0471
 NP0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0471'11 MI NW FROM CRAWFORD.
 NP0471'ABOUT 11.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0471'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 24, T.
 NP0471'33 N., R. 53 W., 4 1/2 POLES SOUTHEAST OF MILEPOST 434, 7 1/2
 NP0471'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET LOWER THAN THE RAIL
 NP0471'AND IN THE CENTER OF THE SOUTHWEST HEAD WALL OF A CONCRETE
 NP0471'CULVERT, A COPPER BOLT.
 NP0471
 NP0471                          STATION RECOVERY (1985)
 NP0471
 NP0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0471'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1156 ***********************************************************************
 NM1156  DESIGNATION -  R 40
 NM1156  PID         -  NM1156
 NM1156  STATE/COUNTY-  NE/CEDAR
 NM1156  USGS QUAD   -  LAUREL (1971)
 NM1156
 NM1156                         *CURRENT SURVEY CONTROL
 NM1156  ___________________________________________________________________
 NM1156* NAD 83(1986)-  42 24 19.     (N)    097 02 20.     (W)     SCALED    
 NM1156* NAVD 88     -       440.174  (meters)    1444.14   (feet)  ADJUSTED  
 NM1156  ___________________________________________________________________
 NM1156  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 NM1156  DYNAMIC HT  -         440.027 (meters)    1443.66  (feet)  COMP
 NM1156  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 NM1156
 NM1156  VERT ORDER  -  SECOND    CLASS 0
 NM1156
 NM1156.The horizontal coordinates were scaled from a topographic map and have
 NM1156.an estimated accuracy of +/- 6 seconds.
 NM1156
 NM1156.The orthometric height was determined by differential leveling
 NM1156.and adjusted by the National Geodetic Survey in June 1991..
 NM1156
 NM1156.The geoid height was determined by GEOID03.
 NM1156
 NM1156.The dynamic height is computed by dividing the NAVD 88
 NM1156.geopotential number by the normal gravity value computed on the
 NM1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1156.degrees latitude (g = 980.6199 gals.).
 NM1156
 NM1156.The modeled gravity was interpolated from observed gravity values.
 NM1156
 NM1156;                    North         East    Units  Estimated Accuracy
 NM1156;SPC NE       -   289,740.      743,670.      MT  (+/- 180 meters Scaled)
 NM1156
 NM1156                          SUPERSEDED SURVEY CONTROL
 NM1156
 NM1156  NGVD 29 (??/??/92)  439.987  (m)         1443.52   (f) ADJ UNCH    2 0
 NM1156
 NM1156.Superseded values are not recommended for survey control.
 NM1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1156.See file dsdata.txt to determine how the superseded data were derived.
 NM1156
 NM1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM613966(NAD 83)
 NM1156_MARKER: DB = BENCH MARK DISK
 NM1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1156_STAMPING: R 40 1934
 NM1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1156+STABILITY: SURFACE MOTION
 NM1156
 NM1156  HISTORY     - Date     Condition        Report By
 NM1156  HISTORY     - 1934     MONUMENTED       CGS
 NM1156  HISTORY     - 1971     MARK NOT FOUND   USGS
 NM1156
 NM1156                          STATION DESCRIPTION
 NM1156
 NM1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1156'3 MI SE FROM LAUREL.
 NM1156'3.0 MILES SOUTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM1156'AND OMAHA RAILWAY FROM THE STATION AT LAUREL, CEDAR COUNTY,
 NM1156'2 POLES NORTHWEST OF MILEPOST 13, 42.5 FEET SOUTHWEST OF THE
 NM1156'SOUTHWEST RAIL OF THE TRACK, AND 3 FEET NORTHEAST OF THE
 NM1156'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 40 1934 AND
 NM1156'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NM1156'GROUND.
 NM1156
 NM1156                          STATION RECOVERY (1971)
 NM1156
 NM1156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NM1156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0557 ***********************************************************************
 NP0557  DESIGNATION -  R 416
 NP0557  PID         -  NP0557
 NP0557  STATE/COUNTY-  NE/DAWES
 NP0557  USGS QUAD   -  BELMONT (1980)
 NP0557
 NP0557                         *CURRENT SURVEY CONTROL
 NP0557  ___________________________________________________________________
 NP0557* NAD 83(1986)-  42 35 43.     (N)    103 20 58.     (W)     SCALED    
 NP0557* NAVD 88     -      1279.361  (meters)    4197.37   (feet)  ADJUSTED  
 NP0557  ___________________________________________________________________
 NP0557  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 NP0557  DYNAMIC HT  -        1278.626 (meters)    4194.96  (feet)  COMP
 NP0557  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 NP0557
 NP0557  VERT ORDER  -  FIRST     CLASS II
 NP0557
 NP0557.The horizontal coordinates were scaled from a topographic map and have
 NP0557.an estimated accuracy of +/- 6 seconds.
 NP0557
 NP0557.The orthometric height was determined by differential leveling
 NP0557.and adjusted by the National Geodetic Survey in June 1991..
 NP0557
 NP0557.The geoid height was determined by GEOID03.
 NP0557
 NP0557.The dynamic height is computed by dividing the NAVD 88
 NP0557.geopotential number by the normal gravity value computed on the
 NP0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0557.degrees latitude (g = 980.6199 gals.).
 NP0557
 NP0557.The modeled gravity was interpolated from observed gravity values.
 NP0557
 NP0557;                    North         East    Units  Estimated Accuracy
 NP0557;SPC NE       -   311,990.      225,210.      MT  (+/- 180 meters Scaled)
 NP0557
 NP0557                          SUPERSEDED SURVEY CONTROL
 NP0557
 NP0557.No superseded survey control is available for this station.
 NP0557
 NP0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH354171(NAD 83)
 NP0557_MARKER: I = METAL ROD
 NP0557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0557_SP_SET: STAINLESS STEEL ROD
 NP0557_STAMPING: R 416 1985
 NP0557_MARK LOGO: NGS   
 NP0557_PROJECTION: FLUSH
 NP0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0557_ROD/PIPE-DEPTH: 5.5  meters
 NP0557
 NP0557  HISTORY     - Date     Condition        Report By
 NP0557  HISTORY     - 1985     MONUMENTED       NGS
 NP0557
 NP0557                          STATION DESCRIPTION
 NP0557
 NP0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0557'12.9 KM (8.0 MI) SE FROM CRAWFORD.
 NP0557'12.87 KM (8.0 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD
 NP0557'FROM ITS STATION AT CRAWFORD, IN THE NORTHWEST CORNER OF THE CROSSING
 NP0557'OF A GRAVEL ROAD, NEAR A WIRE GATE, 34.1 METERS (112 FT) WEST OF THE
 NP0557'WEST RAIL, 7.0 METERS (23 FT) SOUTH-SOUTHWEST OF THE CENTER THE ROAD,
 NP0557'7.3 METERS (24 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE WIRE GATE,
 NP0557'20.4 METERS (67 FT) WEST-NORTHWEST OF THE SOUTH END OF A 36-INCH PIPE
 NP0557'CULVERT, 20.6 METERS (67.5 FT) NORTH-NORTHWEST OF BENCH MARK U 343
 NP0557'RESET 1981 AND 0.3 METER (1 FT) EAST OF A FENCE.  NOTE--ACCESS TO
 NP0557'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0557'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST
 NP0557'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0351 ***********************************************************************
 MN0351  DESIGNATION -  R 417
 MN0351  PID         -  MN0351
 MN0351  STATE/COUNTY-  NE/MORRILL
 MN0351  USGS QUAD   -  BRIDGEPORT (1965)
 MN0351
 MN0351                         *CURRENT SURVEY CONTROL
 MN0351  ___________________________________________________________________
 MN0351* NAD 83(1986)-  41 38 59.     (N)    103 04 57.     (W)     SCALED    
 MN0351* NAVD 88     -      1116.534  (meters)    3663.16   (feet)  ADJUSTED  
 MN0351  ___________________________________________________________________
 MN0351  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 MN0351  DYNAMIC HT  -        1115.831 (meters)    3660.86  (feet)  COMP
 MN0351  MODELED GRAV-     979,954.9   (mgal)                       NAVD 88
 MN0351
 MN0351  VERT ORDER  -  FIRST     CLASS II
 MN0351
 MN0351.The horizontal coordinates were scaled from a topographic map and have
 MN0351.an estimated accuracy of +/- 6 seconds.
 MN0351
 MN0351.The orthometric height was determined by differential leveling
 MN0351.and adjusted by the National Geodetic Survey in June 1991..
 MN0351
 MN0351.The geoid height was determined by GEOID03.
 MN0351
 MN0351.The dynamic height is computed by dividing the NAVD 88
 MN0351.geopotential number by the normal gravity value computed on the
 MN0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0351.degrees latitude (g = 980.6199 gals.).
 MN0351
 MN0351.The modeled gravity was interpolated from observed gravity values.
 MN0351
 MN0351;                    North         East    Units  Estimated Accuracy
 MN0351;SPC NE       -   206,240.      243,360.      MT  (+/- 180 meters Scaled)
 MN0351
 MN0351                          SUPERSEDED SURVEY CONTROL
 MN0351
 MN0351.No superseded survey control is available for this station.
 MN0351
 MN0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG596126(NAD 83)
 MN0351_MARKER: I = METAL ROD
 MN0351_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0351_SP_SET: STAINLESS STEEL ROD
 MN0351_STAMPING: R 417 1985
 MN0351_MARK LOGO: NGS   
 MN0351_PROJECTION: FLUSH
 MN0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0351_ROD/PIPE-DEPTH: 15.9 meters
 MN0351
 MN0351  HISTORY     - Date     Condition        Report By
 MN0351  HISTORY     - 1985     MONUMENTED       NGS
 MN0351
 MN0351                          STATION DESCRIPTION
 MN0351
 MN0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0351'2.1 KM (1.3 MI) SE FROM BRIDGEPORT.
 MN0351'2.1 KM (1.3 MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON
 MN0351'NORTHERN RAILROAD STATION AT BRIDGEPORT, AT A POWER LINE CROSSING,
 MN0351'13.1 METERS (43.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 9.6 METERS
 MN0351'(31.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE MOST NORTHEAST SET OF
 MN0351'TRACKS FOR THE BURLINGTON NORTHERN RAILROAD, 1.1 METERS (3.5 FT)
 MN0351'SOUTHEAST OF A DOUBLE GUYED POWER POLE, 6.6 METERS (21.5 FT) NORTH OF
 MN0351'A TELEPHONE BURIED CABLE SIGN AND 10.7 METERS (35.2 FT) NORTHWEST OF
 MN0351'THE NORTHEAST CORNER OF AN IRRIGATION BOX CULVERT HEADWALL.
 MN0351'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0351'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 MN0351'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0572 ***********************************************************************
 NP0572  DESIGNATION -  R 418
 NP0572  PID         -  NP0572
 NP0572  STATE/COUNTY-  NE/BOX BUTTE
 NP0572  USGS QUAD   -  BEREA CREEK WEST (1948)
 NP0572
 NP0572                         *CURRENT SURVEY CONTROL
 NP0572  ___________________________________________________________________
 NP0572* NAD 83(1986)-  42 12 36.     (N)    102 58 32.     (W)     SCALED    
 NP0572* NAVD 88     -      1258.159  (meters)    4127.81   (feet)  ADJUSTED  
 NP0572  ___________________________________________________________________
 NP0572  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 NP0572  DYNAMIC HT  -        1257.425 (meters)    4125.40  (feet)  COMP
 NP0572  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 NP0572
 NP0572  VERT ORDER  -  FIRST     CLASS II
 NP0572
 NP0572.The horizontal coordinates were scaled from a topographic map and have
 NP0572.an estimated accuracy of +/- 6 seconds.
 NP0572
 NP0572.The orthometric height was determined by differential leveling
 NP0572.and adjusted by the National Geodetic Survey in June 1991..
 NP0572
 NP0572.The geoid height was determined by GEOID03.
 NP0572
 NP0572.The dynamic height is computed by dividing the NAVD 88
 NP0572.geopotential number by the normal gravity value computed on the
 NP0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0572.degrees latitude (g = 980.6199 gals.).
 NP0572
 NP0572.The modeled gravity was interpolated from observed gravity values.
 NP0572
 NP0572;                    North         East    Units  Estimated Accuracy
 NP0572;SPC NE       -   268,100.      254,400.      MT  (+/- 180 meters Scaled)
 NP0572
 NP0572                          SUPERSEDED SURVEY CONTROL
 NP0572
 NP0572.No superseded survey control is available for this station.
 NP0572
 NP0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG671750(NAD 83)
 NP0572_MARKER: I = METAL ROD
 NP0572_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0572_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NP0572_STAMPING: R 418 1985
 NP0572_MARK LOGO: NGS   
 NP0572_PROJECTION: FLUSH
 NP0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0572+STABILITY: POSITION/ELEVATION WELL
 NP0572_ROD/PIPE-DEPTH: 6.7  meters
 NP0572_SLEEVE-DEPTH  : 6.1 meters
 NP0572
 NP0572  HISTORY     - Date     Condition        Report By
 NP0572  HISTORY     - 1985     MONUMENTED       NGS
 NP0572
 NP0572                          STATION DESCRIPTION
 NP0572
 NP0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0572'14.8 KM (9.2 MI) SE FROM HEMINGFORD.
 NP0572'14.88 KM (9.25 MI) SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 NP0572'OF STATE HIGHWAY 87 AT HEMINGFORD, ALSO 14.16 KM (8.8 MI) NORTHWEST OF
 NP0572'THE RAILROAD STATION AT ALLIANCE, IN THE NORTH CORNER OF THE PROPERTY
 NP0572'AND LAWN OF MR. JOE MONTAGUE, 29.9 METERS (98 FT) SOUTHWEST OF THE
 NP0572'HIGHWAY CENTERLINE, 15.5 METERS (51 FT) NORTHWEST OF THE CENTER OF THE
 NP0572'MOST NORTHWEST DRIVE LEADING TO THE RESIDENCE, 2.9 METERS (9.4 FT)
 NP0572'NORTHWEST OF A 2-INCH PINE TREE AND 3.0 METERS (10 FT) SOUTHEAST OF A
 NP0572'3-INCH PINE TREE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NP0572'LOGO CAP.
 NP0572'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0336 ***********************************************************************
 MM0336  DESIGNATION -  R 422
 MM0336  PID         -  MM0336
 MM0336  STATE/COUNTY-  NE/KEITH
 MM0336  USGS QUAD   -  BRULE SE (1961)
 MM0336
 MM0336                         *CURRENT SURVEY CONTROL
 MM0336  ___________________________________________________________________
 MM0336* NAD 83(1986)-  41 06 03.     (N)    101 50 01.     (W)     SCALED    
 MM0336* NAVD 88     -       996.530  (meters)    3269.45   (feet)  ADJUSTED  
 MM0336  ___________________________________________________________________
 MM0336  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 MM0336  DYNAMIC HT  -         995.902 (meters)    3267.39  (feet)  COMP
 MM0336  MODELED GRAV-     979,959.2   (mgal)                       NAVD 88
 MM0336
 MM0336  VERT ORDER  -  FIRST     CLASS II
 MM0336
 MM0336.The horizontal coordinates were scaled from a topographic map and have
 MM0336.an estimated accuracy of +/- 6 seconds.
 MM0336
 MM0336.The orthometric height was determined by differential leveling
 MM0336.and adjusted by the National Geodetic Survey in June 1991..
 MM0336
 MM0336.The geoid height was determined by GEOID03.
 MM0336
 MM0336.The dynamic height is computed by dividing the NAVD 88
 MM0336.geopotential number by the normal gravity value computed on the
 MM0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0336.degrees latitude (g = 980.6199 gals.).
 MM0336
 MM0336.The modeled gravity was interpolated from observed gravity values.
 MM0336
 MM0336;                    North         East    Units  Estimated Accuracy
 MM0336;SPC NE       -   142,360.      346,020.      MT  (+/- 180 meters Scaled)
 MM0336
 MM0336                          SUPERSEDED SURVEY CONTROL
 MM0336
 MM0336  NGVD 29 (02/14/92)  996.087  (m)         3268.00   (f) ADJUSTED    1 2
 MM0336
 MM0336.Superseded values are not recommended for survey control.
 MM0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0336.See file dsdata.txt to determine how the superseded data were derived.
 MM0336
 MM0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL620538(NAD 83)
 MM0336_MARKER: I = METAL ROD
 MM0336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0336_SP_SET: STAINLESS STEEL ROD
 MM0336_STAMPING: R 422 1986
 MM0336_MARK LOGO: NGS   
 MM0336_PROJECTION: FLUSH
 MM0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0336_ROD/PIPE-DEPTH: 26.8 meters
 MM0336
 MM0336  HISTORY     - Date     Condition        Report By
 MM0336  HISTORY     - 1986     MONUMENTED       NGS
 MM0336
 MM0336                          STATION DESCRIPTION
 MM0336
 MM0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0336'4.9 KM (3.05 MI) EAST FROM BRULE.
 MM0336'4.9 KM (3.05 MI) EAST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE
 MM0336'ROUTE 51 A IN BRULE, AT RAILROAD MILEPOLE 341 AND THE 1ST POWER POLE
 MM0336'EAST OF HIGHWAY MILEPOST 120, 28.7 METERS (94 FT) SOUTH OF THE HIGHWAY
 MM0336'CENTERLINE, 12.0 METERS (39.2 FT) NORTH OF THE NORTH RAIL OF THE NORTH
 MM0336'SET OF TRACKS OF THE UNION PACIFIC RAILROAD AND 0.9 METER (3 FT) WEST
 MM0336'OF POWER POLE 341.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 MM0336'5-INCH LOGO CAP.
 MM0336'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MM0336'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0966 ***********************************************************************
 LH0966  DESIGNATION -  R 423
 LH0966  PID         -  LH0966
 LH0966  STATE/COUNTY-  NE/FURNAS
 LH0966  USGS QUAD   -  ARAPAHOE (1958)
 LH0966
 LH0966                         *CURRENT SURVEY CONTROL
 LH0966  ___________________________________________________________________
 LH0966* NAD 83(1986)-  40 19 17.     (N)    099 53 53.     (W)     SCALED    
 LH0966* NAVD 88     -       685.306  (meters)    2248.37   (feet)  ADJUSTED  
 LH0966  ___________________________________________________________________
 LH0966  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 LH0966  DYNAMIC HT  -         684.871 (meters)    2246.95  (feet)  COMP
 LH0966  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 LH0966
 LH0966  VERT ORDER  -  FIRST     CLASS II
 LH0966
 LH0966.The horizontal coordinates were scaled from a topographic map and have
 LH0966.an estimated accuracy of +/- 6 seconds.
 LH0966
 LH0966.The orthometric height was determined by differential leveling
 LH0966.and adjusted by the National Geodetic Survey in June 1991..
 LH0966
 LH0966.The geoid height was determined by GEOID03.
 LH0966
 LH0966.The dynamic height is computed by dividing the NAVD 88
 LH0966.geopotential number by the normal gravity value computed on the
 LH0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0966.degrees latitude (g = 980.6199 gals.).
 LH0966
 LH0966.The modeled gravity was interpolated from observed gravity values.
 LH0966
 LH0966;                    North         East    Units  Estimated Accuracy
 LH0966;SPC NE       -    54,200.      508,660.      MT  (+/- 180 meters Scaled)
 LH0966
 LH0966                          SUPERSEDED SURVEY CONTROL
 LH0966
 LH0966  NGVD 29 (02/14/92)  685.011  (m)         2247.41   (f) ADJUSTED    1 2
 LH0966
 LH0966.Superseded values are not recommended for survey control.
 LH0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0966.See file dsdata.txt to determine how the superseded data were derived.
 LH0966
 LH0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK237638(NAD 83)
 LH0966_MARKER: I = METAL ROD
 LH0966_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0966_SP_SET: STAINLESS STEEL ROD
 LH0966_STAMPING: R 423 1986
 LH0966_MARK LOGO: NGS   
 LH0966_PROJECTION: FLUSH
 LH0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0966_ROD/PIPE-DEPTH: 18.2 meters
 LH0966
 LH0966  HISTORY     - Date     Condition        Report By
 LH0966  HISTORY     - 1986     MONUMENTED       NGS
 LH0966
 LH0966                          STATION DESCRIPTION
 LH0966
 LH0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0966'1.7 KM (1.05 MI) NORTH FROM ARAPAHOE.
 LH0966'1.68 KM (1.04 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0966'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE SOUTHWEST CORNER OF THE JUNCTION
 LH0966'OF A DIRT ROAD, 0.24 KM (0.15 MI) NORTH OF MILEPOST 22, 20.8 METERS
 LH0966'(68.5 FT) WEST OF THE HIGHWAY CENTERLINE, 13.7 METERS (45 FT)
 LH0966'NORTHWEST OF THE WEST END OF A 18-INCH METAL PIPE CULVERT, 10.8 METERS
 LH0966'(35.5 FT) SOUTH OF THE CENTER OF THE ROAD, 2.3 METERS (7.5 FT) SOUTH
 LH0966'OF A RIGHT OF WAY POST AND 0.3 METER (1 FT) EAST OF A FENCE.
 LH0966'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0966'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LH0966'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0307 ***********************************************************************
 MM0307  DESIGNATION -  R 424
 MM0307  PID         -  MM0307
 MM0307  STATE/COUNTY-  NE/LINCOLN
 MM0307  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0307
 MM0307                         *CURRENT SURVEY CONTROL
 MM0307  ___________________________________________________________________
 MM0307* NAD 83(1986)-  41 09 44.     (N)    100 49 50.     (W)     SCALED    
 MM0307* NAVD 88     -       862.684  (meters)    2830.32   (feet)  ADJUSTED  
 MM0307  ___________________________________________________________________
 MM0307  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 MM0307  DYNAMIC HT  -         862.176 (meters)    2828.66  (feet)  COMP
 MM0307  MODELED GRAV-     980,005.9   (mgal)                       NAVD 88
 MM0307
 MM0307  VERT ORDER  -  FIRST     CLASS II
 MM0307
 MM0307.The horizontal coordinates were scaled from a topographic map and have
 MM0307.an estimated accuracy of +/- 6 seconds.
 MM0307
 MM0307.The orthometric height was determined by differential leveling
 MM0307.and adjusted by the National Geodetic Survey in June 1994..
 MM0307
 MM0307.The geoid height was determined by GEOID03.
 MM0307
 MM0307.The dynamic height is computed by dividing the NAVD 88
 MM0307.geopotential number by the normal gravity value computed on the
 MM0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0307.degrees latitude (g = 980.6199 gals.).
 MM0307
 MM0307.The modeled gravity was interpolated from observed gravity values.
 MM0307
 MM0307;                    North         East    Units  Estimated Accuracy
 MM0307;SPC NE       -   147,880.      430,320.      MT  (+/- 180 meters Scaled)
 MM0307
 MM0307                          SUPERSEDED SURVEY CONTROL
 MM0307
 MM0307  NAVD 88 (06/15/91)  862.688  (m)         2830.34   (f) UNKNOWN     1 2
 MM0307  NGVD 29 (02/14/92)  862.319  (m)         2829.12   (f) ADJUSTED    1 2
 MM0307
 MM0307.Superseded values are not recommended for survey control.
 MM0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0307.See file dsdata.txt to determine how the superseded data were derived.
 MM0307
 MM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL464583(NAD 83)
 MM0307_MARKER: I = METAL ROD
 MM0307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0307_SP_SET: STAINLESS STEEL ROD
 MM0307_STAMPING: R 424 1986
 MM0307_MARK LOGO: NGS   
 MM0307_PROJECTION: FLUSH
 MM0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0307_ROD/PIPE-DEPTH: 13.4 meters
 MM0307
 MM0307  HISTORY     - Date     Condition        Report By
 MM0307  HISTORY     - 1986     MONUMENTED       NGS
 MM0307
 MM0307                          STATION DESCRIPTION
 MM0307
 MM0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0307'8.9 KM (5.55 MI) WEST FROM NORTH PLATTE.
 MM0307'8.92 KM (5.58 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0307'HIGHWAY 83 AT NORTH PLATTE, IN THE SOUTHWEST CORNER OF THE JUNCTION OF
 MM0307'A GRAVEL ROAD, 0.40 KM (0.25 MI) EAST OF MILEPOST 173, 23.4 METERS (77
 MM0307'FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.5 METERS (34.5 FT) WEST OF THE
 MM0307'CENTER OF THE ROAD, 0.9 METER (3 FT) SOUTH OF A POWER POLE AND
 MM0307'0.3 METER (1 FT) SOUTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 MM0307'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0307'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MM0307'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0988 ***********************************************************************
 LH0988  DESIGNATION -  R 425
 LH0988  PID         -  LH0988
 LH0988  STATE/COUNTY-  NE/DAWSON
 LH0988  USGS QUAD   -  BERTRAND NW (1983)
 LH0988
 LH0988                         *CURRENT SURVEY CONTROL
 LH0988  ___________________________________________________________________
 LH0988* NAD 83(1986)-  40 44 00.     (N)    099 44 40.     (W)     SCALED    
 LH0988* NAVD 88     -       729.429  (meters)    2393.14   (feet)  ADJUSTED  
 LH0988  ___________________________________________________________________
 LH0988  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 LH0988  DYNAMIC HT  -         728.997 (meters)    2391.72  (feet)  COMP
 LH0988  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 LH0988
 LH0988  VERT ORDER  -  FIRST     CLASS II
 LH0988
 LH0988.The horizontal coordinates were scaled from a topographic map and have
 LH0988.an estimated accuracy of +/- 6 seconds.
 LH0988
 LH0988.The orthometric height was determined by differential leveling
 LH0988.and adjusted by the National Geodetic Survey in June 1991..
 LH0988
 LH0988.The geoid height was determined by GEOID03.
 LH0988
 LH0988.The dynamic height is computed by dividing the NAVD 88
 LH0988.geopotential number by the normal gravity value computed on the
 LH0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0988.degrees latitude (g = 980.6199 gals.).
 LH0988
 LH0988.The modeled gravity was interpolated from observed gravity values.
 LH0988
 LH0988;                    North         East    Units  Estimated Accuracy
 LH0988;SPC NE       -    99,960.      521,580.      MT  (+/- 180 meters Scaled)
 LH0988
 LH0988                          SUPERSEDED SURVEY CONTROL
 LH0988
 LH0988  NGVD 29 (02/14/92)  729.150  (m)         2392.22   (f) ADJUSTED    1 2
 LH0988
 LH0988.Superseded values are not recommended for survey control.
 LH0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0988.See file dsdata.txt to determine how the superseded data were derived.
 LH0988
 LH0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML371094(NAD 83)
 LH0988_MARKER: DV = VERTICAL CONTROL DISK
 LH0988_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LH0988_SP_SET: BRIDGE ABUTMENT
 LH0988_STAMPING: R 425 1986
 LH0988_MARK LOGO: NGS   
 LH0988_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0988
 LH0988  HISTORY     - Date     Condition        Report By
 LH0988  HISTORY     - 1986     MONUMENTED       NGS
 LH0988  HISTORY     - 20040227 GOOD             NEDR
 LH0988
 LH0988                          STATION DESCRIPTION
 LH0988
 LH0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0988'4.7 KM (2.9 MI) SOUTH FROM LEXINGTON.
 LH0988'4.7 KM (2.95 MI) SOUTH ALONG US HIGHWAY 283 FROM THE OVERPASS BRIDGE
 LH0988'OVER US HIGHWAY 30 AND THE UNION PACIFIC RAILROAD AT LEXINGTON, IN TOP
 LH0988'OF THE SOUTHEAST END OF THE SOUTH ABUTMENT OF THE BRIDGE OVER THE
 LH0988'PLATTE RIVER AND 5.4 METERS (18 FT) EAST OF THE HIGHWAY CENTERLINE.
 LH0988'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LH0988
 LH0988                          STATION RECOVERY (2004)
 LH0988
 LH0988'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2004 (JC)
 LH0988'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0358 ***********************************************************************
 LJ0358  DESIGNATION -  R 426
 LJ0358  PID         -  LJ0358
 LJ0358  STATE/COUNTY-  NE/LINCOLN
 LJ0358  USGS QUAD   -  JEFFREY RESERVOIR NE (1970)
 LJ0358
 LJ0358                         *CURRENT SURVEY CONTROL
 LJ0358  ___________________________________________________________________
 LJ0358* NAD 83(1986)-  40 59 57.     (N)    100 19 08.     (W)     SCALED    
 LJ0358* NAVD 88     -       806.359  (meters)    2645.53   (feet)  ADJUSTED  
 LJ0358  ___________________________________________________________________
 LJ0358  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 LJ0358  DYNAMIC HT  -         805.881 (meters)    2643.96  (feet)  COMP
 LJ0358  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 LJ0358
 LJ0358  VERT ORDER  -  FIRST     CLASS II
 LJ0358
 LJ0358.The horizontal coordinates were scaled from a topographic map and have
 LJ0358.an estimated accuracy of +/- 6 seconds.
 LJ0358
 LJ0358.The orthometric height was determined by differential leveling
 LJ0358.and adjusted by the National Geodetic Survey in June 1991..
 LJ0358
 LJ0358.The geoid height was determined by GEOID03.
 LJ0358
 LJ0358.The dynamic height is computed by dividing the NAVD 88
 LJ0358.geopotential number by the normal gravity value computed on the
 LJ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0358.degrees latitude (g = 980.6199 gals.).
 LJ0358
 LJ0358.The modeled gravity was interpolated from observed gravity values.
 LJ0358
 LJ0358;                    North         East    Units  Estimated Accuracy
 LJ0358;SPC NE       -   129,490.      473,180.      MT  (+/- 180 meters Scaled)
 LJ0358
 LJ0358                          SUPERSEDED SURVEY CONTROL
 LJ0358
 LJ0358  NGVD 29 (02/14/92)  806.035  (m)         2644.47   (f) ADJUSTED    1 2
 LJ0358
 LJ0358.Superseded values are not recommended for survey control.
 LJ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0358.See file dsdata.txt to determine how the superseded data were derived.
 LJ0358
 LJ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL890395(NAD 83)
 LJ0358_MARKER: I = METAL ROD
 LJ0358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LJ0358_SP_SET: STAINLESS STEEL ROD
 LJ0358_STAMPING: R 426 1986
 LJ0358_MARK LOGO: NGS   
 LJ0358_PROJECTION: FLUSH
 LJ0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0358_ROD/PIPE-DEPTH: 14.5 meters
 LJ0358
 LJ0358  HISTORY     - Date     Condition        Report By
 LJ0358  HISTORY     - 1986     MONUMENTED       NGS
 LJ0358
 LJ0358                          STATION DESCRIPTION
 LJ0358
 LJ0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LJ0358'5.4 KM (3.35 MI) SE FROM BRADY.
 LJ0358'0.35 KM (0.2 MI) SOUTHWEST ALONG MARKET STREET FROM THE PUBLIC SCHOOL
 LJ0358'AT BRADY, THENCE 5.05 KM (3.15 MI) SOUTHEAST ALONG US HIGHWAY 30,
 LJ0358'0.45 KM (0.3 MI) NORTHWEST OF MILEPOST 204, 16.9 METERS (55.5 FT)
 LJ0358'SOUTHWEST OF THE HIGHWAY CENTERLINE AND 0.3 METER (1 FT) NORTHEAST OF
 LJ0358'A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LJ0358'LOGO CAP.
 LJ0358'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LJ0358'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2133 ***********************************************************************
 MK2133  DESIGNATION -  R 428
 MK2133  PID         -  MK2133
 MK2133  STATE/COUNTY-  NE/DOUGLAS
 MK2133  USGS QUAD   -  RALSTON (1984)
 MK2133
 MK2133                         *CURRENT SURVEY CONTROL
 MK2133  ___________________________________________________________________
 MK2133* NAD 83(1986)-  41 12 19.     (N)    096 07 10.     (W)     SCALED    
 MK2133* NAVD 88     -       321.853  (meters)    1055.95   (feet)  ADJUSTED  
 MK2133  ___________________________________________________________________
 MK2133  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 MK2133  DYNAMIC HT  -         321.718 (meters)    1055.50  (feet)  COMP
 MK2133  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 MK2133
 MK2133  VERT ORDER  -  FIRST     CLASS II
 MK2133
 MK2133.The horizontal coordinates were scaled from a topographic map and have
 MK2133.an estimated accuracy of +/- 6 seconds.
 MK2133
 MK2133.The orthometric height was determined by differential leveling
 MK2133.and adjusted by the National Geodetic Survey in June 1991..
 MK2133
 MK2133.The geoid height was determined by GEOID03.
 MK2133
 MK2133.The dynamic height is computed by dividing the NAVD 88
 MK2133.geopotential number by the normal gravity value computed on the
 MK2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2133.degrees latitude (g = 980.6199 gals.).
 MK2133
 MK2133.The modeled gravity was interpolated from observed gravity values.
 MK2133
 MK2133;                    North         East    Units  Estimated Accuracy
 MK2133;SPC NE       -   159,620.      825,260.      MT  (+/- 180 meters Scaled)
 MK2133
 MK2133                          SUPERSEDED SURVEY CONTROL
 MK2133
 MK2133.No superseded survey control is available for this station.
 MK2133
 MK2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL415655(NAD 83)
 MK2133_MARKER: I = METAL ROD
 MK2133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2133_SP_SET: STAINLESS STEEL ROD
 MK2133_STAMPING: R 428 1989
 MK2133_MARK LOGO: NGS   
 MK2133_PROJECTION: FLUSH
 MK2133_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MK2133+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2133_ROD/PIPE-DEPTH: 15.4 meters
 MK2133
 MK2133  HISTORY     - Date     Condition        Report By
 MK2133  HISTORY     - 1989     MONUMENTED       NGS
 MK2133
 MK2133                          STATION DESCRIPTION
 MK2133
 MK2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2133'IN MALLARD, AT THE INTERSECTION OF 135TH AND Q STREETS, 29.8 M (97.8
 MK2133'FT) EAST OF THE CENTER OF 135TH STREET, 14.2 M (46.6 FT) WEST OF A
 MK2133'UTILITY POLE WITH A STREET LIGHT, 11.6 M (38.1 FT) SOUTH-SOUTHWEST OF
 MK2133'AN OFFSET IN A FENCE, 9.7 M (31.8 FT) NORTH OF THE CENTERLINE OF THE
 MK2133'WESTBOUND LANES OF Q STREET, 0.9 M (3.0 FT) NORTH-NORTHEAST OF A
 MK2133'FENCE CORNER, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND
 MK2133'LEVEL WITH Q STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MK2133'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1346 ***********************************************************************
 MJ1346  DESIGNATION -  R 429
 MJ1346  PID         -  MJ1346
 MJ1346  STATE/COUNTY-  NE/DOUGLAS
 MJ1346  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1346
 MJ1346                         *CURRENT SURVEY CONTROL
 MJ1346  ___________________________________________________________________
 MJ1346* NAD 83(1986)-  41 13 46.     (N)    095 57 06.     (W)     SCALED    
 MJ1346* NAVD 88     -       359.724  (meters)    1180.19   (feet)  ADJUSTED  
 MJ1346  ___________________________________________________________________
 MJ1346  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 MJ1346  DYNAMIC HT  -         359.574 (meters)    1179.70  (feet)  COMP
 MJ1346  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 MJ1346
 MJ1346  VERT ORDER  -  FIRST     CLASS II
 MJ1346
 MJ1346.The horizontal coordinates were scaled from a topographic map and have
 MJ1346.an estimated accuracy of +/- 6 seconds.
 MJ1346
 MJ1346.The orthometric height was determined by differential leveling
 MJ1346.and adjusted by the National Geodetic Survey in June 1991..
 MJ1346
 MJ1346.The geoid height was determined by GEOID03.
 MJ1346
 MJ1346.The dynamic height is computed by dividing the NAVD 88
 MJ1346.geopotential number by the normal gravity value computed on the
 MJ1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1346.degrees latitude (g = 980.6199 gals.).
 MJ1346
 MJ1346.The modeled gravity was interpolated from observed gravity values.
 MJ1346
 MJ1346;                    North         East    Units  Estimated Accuracy
 MJ1346;SPC NE       -   162,950.      839,190.      MT  (+/- 180 meters Scaled)
 MJ1346
 MJ1346                          SUPERSEDED SURVEY CONTROL
 MJ1346
 MJ1346.No superseded survey control is available for this station.
 MJ1346
 MJ1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF526684(NAD 83)
 MJ1346_MARKER: DV = VERTICAL CONTROL DISK
 MJ1346_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MJ1346_SP_SET: ABUTMENT
 MJ1346_STAMPING: R 429 1989
 MJ1346_MARK LOGO: NGS   
 MJ1346_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1346+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1346
 MJ1346  HISTORY     - Date     Condition        Report By
 MJ1346  HISTORY     - 1989     MONUMENTED       NGS
 MJ1346
 MJ1346                          STATION DESCRIPTION
 MJ1346
 MJ1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1346'0.4 KM (0.25 MI) WESTERLY ALONG VINTON STREET FROM ITS JUNCTION WITH
 MJ1346'24TH STREET IN OMAHA, IN TOP OF AND 0.1 M (0.3 FT) NORTH OF THE SOUTH
 MJ1346'END OF THE EAST CONCRETE ABUTMENT OF THE STREET OVERPASS OF THE
 MJ1346'BURLINGTON NORTHERN AND UNION PACIFIC RAILROADS, 0.3 KM (0.20 MI)
 MJ1346'EAST OF THE INTERSECTION OF INTERSTATE HIGHWAY 480, 8.4 M (27.6 FT)
 MJ1346'NORTHWEST OF THE NEAR RAIL, 5.3 M (17.4 FT) SOUTH OF THE CENTERLINE
 MJ1346'OF VINTON STREET, AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0535 ***********************************************************************
 NO0535  DESIGNATION -  R 431
 NO0535  PID         -  NO0535
 NO0535  STATE/COUNTY-  NE/CHERRY
 NO0535  USGS QUAD   -  HUDSON LAKE (1985)
 NO0535
 NO0535                         *CURRENT SURVEY CONTROL
 NO0535  ___________________________________________________________________
 NO0535* NAD 83(1986)-  42 39 28.     (N)    100 41 04.     (W)     SCALED    
 NO0535* NAVD 88     -       877.728  (meters)    2879.68   (feet)  ADJUSTED  
 NO0535  ___________________________________________________________________
 NO0535  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 NO0535  DYNAMIC HT  -         877.334 (meters)    2878.39  (feet)  COMP
 NO0535  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 NO0535
 NO0535  VERT ORDER  -  FIRST     CLASS II
 NO0535
 NO0535.The horizontal coordinates were scaled from a topographic map and have
 NO0535.an estimated accuracy of +/- 6 seconds.
 NO0535
 NO0535.The orthometric height was determined by differential leveling
 NO0535.and adjusted by the National Geodetic Survey in June 1994..
 NO0535
 NO0535.The geoid height was determined by GEOID03.
 NO0535
 NO0535.The dynamic height is computed by dividing the NAVD 88
 NO0535.geopotential number by the normal gravity value computed on the
 NO0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0535.degrees latitude (g = 980.6199 gals.).
 NO0535
 NO0535.The modeled gravity was interpolated from observed gravity values.
 NO0535
 NO0535;                    North         East    Units  Estimated Accuracy
 NO0535;SPC NE       -   313,830.      443,890.      MT  (+/- 180 meters Scaled)
 NO0535
 NO0535                          SUPERSEDED SURVEY CONTROL
 NO0535
 NO0535  NGVD 29 (02/14/92)  877.421  (m)         2878.67   (f) ADJUSTED    1 2
 NO0535
 NO0535.Superseded values are not recommended for survey control.
 NO0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0535.See file dsdata.txt to determine how the superseded data were derived.
 NO0535
 NO0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN619241(NAD 83)
 NO0535_MARKER: I = METAL ROD
 NO0535_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0535_SP_SET: STAINLESS STEEL ROD
 NO0535_STAMPING: R 431 1991
 NO0535_MARK LOGO: NGS   
 NO0535_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0535_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0535+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0535_ROD/PIPE-DEPTH: 14.5 meters
 NO0535
 NO0535  HISTORY     - Date     Condition        Report By
 NO0535  HISTORY     - 1991     MONUMENTED       NGS
 NO0535
 NO0535                          STATION DESCRIPTION
 NO0535
 NO0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0535'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0535'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 9.7 KM (6.00 MI) WESTERLY
 NO0535'ALONG STATE HIGHWAY SPUR 16B, THENCE 3.2 KM (2.00 MI) WESTERLY ALONG
 NO0535'A PAVED ROAD, 50.8 M (166.7 FT) WEST OF A T-FENCE CORNER, 41.4 M
 NO0535'(135.8 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 9.0 M (29.5
 NO0535'FT) NORTH OF AND LEVEL WITH THE ROAD CENTER, 5.6 M (18.4 FT) EAST OF
 NO0535'A FENCE CORNER, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 NO0535'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0555 ***********************************************************************
 NO0555  DESIGNATION -  R 432
 NO0555  PID         -  NO0555
 NO0555  STATE/COUNTY-  NE/CHERRY
 NO0555  USGS QUAD   -  BRUSH HILL (1987)
 NO0555
 NO0555                         *CURRENT SURVEY CONTROL
 NO0555  ___________________________________________________________________
 NO0555* NAD 83(1986)-  42 23 56.     (N)    101 01 51.     (W)     SCALED    
 NO0555* NAVD 88     -       943.542  (meters)    3095.60   (feet)  ADJUSTED  
 NO0555  ___________________________________________________________________
 NO0555  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 NO0555  DYNAMIC HT  -         943.098 (meters)    3094.15  (feet)  COMP
 NO0555  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 NO0555
 NO0555  VERT ORDER  -  FIRST     CLASS II
 NO0555
 NO0555.The horizontal coordinates were scaled from a topographic map and have
 NO0555.an estimated accuracy of +/- 6 seconds.
 NO0555
 NO0555.The orthometric height was determined by differential leveling
 NO0555.and adjusted by the National Geodetic Survey in June 1994..
 NO0555
 NO0555.The geoid height was determined by GEOID03.
 NO0555
 NO0555.The dynamic height is computed by dividing the NAVD 88
 NO0555.geopotential number by the normal gravity value computed on the
 NO0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0555.degrees latitude (g = 980.6199 gals.).
 NO0555
 NO0555.The modeled gravity was interpolated from observed gravity values.
 NO0555
 NO0555;                    North         East    Units  Estimated Accuracy
 NO0555;SPC NE       -   285,360.      415,150.      MT  (+/- 180 meters Scaled)
 NO0555
 NO0555                          SUPERSEDED SURVEY CONTROL
 NO0555
 NO0555  NGVD 29 (02/14/92)  943.246  (m)         3094.63   (f) ADJUSTED    1 2
 NO0555
 NO0555.Superseded values are not recommended for survey control.
 NO0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0555.See file dsdata.txt to determine how the superseded data were derived.
 NO0555
 NO0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM328960(NAD 83)
 NO0555_MARKER: I = METAL ROD
 NO0555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0555_SP_SET: STAINLESS STEEL ROD
 NO0555_STAMPING: R 432 1991
 NO0555_MARK LOGO: NGS   
 NO0555_PROJECTION: PROJECTING 2 CENTIMETERS
 NO0555_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0555+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0555_ROD/PIPE-DEPTH: 7.2  meters
 NO0555
 NO0555  HISTORY     - Date     Condition        Report By
 NO0555  HISTORY     - 1991     MONUMENTED       NGS
 NO0555
 NO0555                          STATION DESCRIPTION
 NO0555
 NO0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0555'40.8 KM (25.35 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0555'OF STATE HIGHWAY 2 IN MULLEN, 146.0 M (479.0 FT) SOUTH OF THE
 NO0555'SOUTHWEST CORNER OF A BRIDGE SPANNING THE NORTH LOOP RIVER, 24.4 M
 NO0555'(80.1 FT) WEST OF THE HIGHWAY CENTERLINE, 8.3 M (27.2 FT) SOUTH OF
 NO0555'THE CENTER OF A FIELD ENTRANCE, 0.4 M (1.3 FT) EAST OF A WITNESS POST
 NO0555'AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 NO0555'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0532 ***********************************************************************
 MM0532  DESIGNATION -  R 433
 MM0532  PID         -  MM0532
 MM0532  STATE/COUNTY-  NE/MCPHERSON
 MM0532  USGS QUAD   -  TRYON (1985)
 MM0532
 MM0532                         *CURRENT SURVEY CONTROL
 MM0532  ___________________________________________________________________
 MM0532* NAD 83(1986)-  41 34 40.     (N)    100 57 45.     (W)     SCALED    
 MM0532* NAVD 88     -      1005.343  (meters)    3298.36   (feet)  ADJUSTED  
 MM0532  ___________________________________________________________________
 MM0532  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 MM0532  DYNAMIC HT  -        1004.747 (meters)    3296.41  (feet)  COMP
 MM0532  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 MM0532
 MM0532  VERT ORDER  -  FIRST     CLASS II
 MM0532
 MM0532.The horizontal coordinates were scaled from a topographic map and have
 MM0532.an estimated accuracy of +/- 6 seconds.
 MM0532
 MM0532.The orthometric height was determined by differential leveling
 MM0532.and adjusted by the National Geodetic Survey in June 1994..
 MM0532
 MM0532.The geoid height was determined by GEOID03.
 MM0532
 MM0532.The dynamic height is computed by dividing the NAVD 88
 MM0532.geopotential number by the normal gravity value computed on the
 MM0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0532.degrees latitude (g = 980.6199 gals.).
 MM0532
 MM0532.The modeled gravity was interpolated from observed gravity values.
 MM0532
 MM0532;                    North         East    Units  Estimated Accuracy
 MM0532;SPC NE       -   194,120.      419,760.      MT  (+/- 180 meters Scaled)
 MM0532
 MM0532                          SUPERSEDED SURVEY CONTROL
 MM0532
 MM0532  NGVD 29 (02/14/92) 1004.973  (m)         3297.15   (f) ADJUSTED    1 2
 MM0532
 MM0532.Superseded values are not recommended for survey control.
 MM0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0532.See file dsdata.txt to determine how the superseded data were derived.
 MM0532
 MM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM363047(NAD 83)
 MM0532_MARKER: I = METAL ROD
 MM0532_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0532_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MM0532_STAMPING: R 433 1991
 MM0532_MARK LOGO: NGS   
 MM0532_PROJECTION: FLUSH
 MM0532_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0532+STABILITY: POSITION/ELEVATION WELL
 MM0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0532+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0532_ROD/PIPE-DEPTH: 14.3 meters
 MM0532_SLEEVE-DEPTH  : 7.9 meters
 MM0532
 MM0532  HISTORY     - Date     Condition        Report By
 MM0532  HISTORY     - 1991     MONUMENTED       NGS
 MM0532
 MM0532                          STATION DESCRIPTION
 MM0532
 MM0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0532'3.0 KM (1.85 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0532'IN TRYON, 17.3 M (56.8 FT) EAST OF THE HIGHWAY CENTERLINE, 9.0 M
 MM0532'(29.5 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.4 M (1.3 FT)
 MM0532'WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 MM0532'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MM0532'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0549 ***********************************************************************
 MM0549  DESIGNATION -  R 434
 MM0549  PID         -  MM0549
 MM0549  STATE/COUNTY-  NE/LINCOLN
 MM0549  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0549
 MM0549                         *CURRENT SURVEY CONTROL
 MM0549  ___________________________________________________________________
 MM0549* NAD 83(1986)-  41 09 44.     (N)    100 45 47.     (W)     SCALED    
 MM0549* NAVD 88     -       854.351  (meters)    2802.98   (feet)  ADJUSTED  
 MM0549  ___________________________________________________________________
 MM0549  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 MM0549  DYNAMIC HT  -         853.856 (meters)    2801.36  (feet)  COMP
 MM0549  MODELED GRAV-     980,015.5   (mgal)                       NAVD 88
 MM0549
 MM0549  VERT ORDER  -  FIRST     CLASS II
 MM0549
 MM0549.The horizontal coordinates were scaled from a topographic map and have
 MM0549.an estimated accuracy of +/- 6 seconds.
 MM0549
 MM0549.The orthometric height was determined by differential leveling
 MM0549.and adjusted by the National Geodetic Survey in June 1994..
 MM0549
 MM0549.The geoid height was determined by GEOID03.
 MM0549
 MM0549.The dynamic height is computed by dividing the NAVD 88
 MM0549.geopotential number by the normal gravity value computed on the
 MM0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0549.degrees latitude (g = 980.6199 gals.).
 MM0549
 MM0549.The modeled gravity was interpolated from observed gravity values.
 MM0549
 MM0549;                    North         East    Units  Estimated Accuracy
 MM0549;SPC NE       -   147,820.      435,980.      MT  (+/- 180 meters Scaled)
 MM0549
 MM0549                          SUPERSEDED SURVEY CONTROL
 MM0549
 MM0549  NGVD 29 (02/14/92)  854.002  (m)         2801.84   (f) ADJUSTED    1 2
 MM0549
 MM0549.Superseded values are not recommended for survey control.
 MM0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0549.See file dsdata.txt to determine how the superseded data were derived.
 MM0549
 MM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL520582(NAD 83)
 MM0549_MARKER: I = METAL ROD
 MM0549_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0549_SP_SET: STAINLESS STEEL ROD
 MM0549_STAMPING: R 434 1991
 MM0549_MARK LOGO: NGS   
 MM0549_PROJECTION: FLUSH
 MM0549_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0549+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0549_ROD/PIPE-DEPTH: 12.7 meters
 MM0549
 MM0549  HISTORY     - Date     Condition        Report By
 MM0549  HISTORY     - 1991     MONUMENTED       NGS
 MM0549
 MM0549                          STATION DESCRIPTION
 MM0549
 MM0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0549'1.8 KM (1.10 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 MM0549'OF U.S. HIGHWAY 30 (WEST RODEO ROAD AVENUE) IN NORTH PLATTE, THENCE
 MM0549'0.5 KM (0.30 MI) WESTERLY ALONG A PAVED ROAD, 12.1 M (39.7 FT) SOUTH
 MM0549'OF AND LEVEL WITH THE ROAD CENTERLINE, 7.0 M (23.0 FT) WEST OF THE
 MM0549'CENTER OF WASHBOARD ROAD, 0.7 M (2.3 FT) SOUTH OF A UTILITY POLE WITH
 MM0549'A GUY CABLE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS
 MM0549'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1452 ***********************************************************************
 LH1452  DESIGNATION -  R 435
 LH1452  PID         -  LH1452
 LH1452  STATE/COUNTY-  NE/BUFFALO
 LH1452  USGS QUAD   -  GIBBON SOUTH (1993)
 LH1452
 LH1452                         *CURRENT SURVEY CONTROL
 LH1452  ___________________________________________________________________
 LH1452* NAD 83(1986)-  40 44 49.     (N)    098 51 13.     (W)     SCALED    
 LH1452* NAVD 88     -       631.594  (meters)    2072.15   (feet)  ADJUSTED  
 LH1452  ___________________________________________________________________
 LH1452  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 LH1452  DYNAMIC HT  -         631.242 (meters)    2071.00  (feet)  COMP
 LH1452  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 LH1452
 LH1452  VERT ORDER  -  FIRST     CLASS II
 LH1452
 LH1452.The horizontal coordinates were scaled from a topographic map and have
 LH1452.an estimated accuracy of +/- 6 seconds.
 LH1452
 LH1452.The orthometric height was determined by differential leveling
 LH1452.and adjusted by the National Geodetic Survey in May 1993..
 LH1452
 LH1452.The geoid height was determined by GEOID03.
 LH1452
 LH1452.The dynamic height is computed by dividing the NAVD 88
 LH1452.geopotential number by the normal gravity value computed on the
 LH1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1452.degrees latitude (g = 980.6199 gals.).
 LH1452
 LH1452.The modeled gravity was interpolated from observed gravity values.
 LH1452
 LH1452;                    North         East    Units  Estimated Accuracy
 LH1452;SPC NE       -   102,080.      596,790.      MT  (+/- 180 meters Scaled)
 LH1452
 LH1452                          SUPERSEDED SURVEY CONTROL
 LH1452
 LH1452  NGVD 29 (02/14/92)  631.335  (m)         2071.30   (f) ADJUSTED    1 2
 LH1452
 LH1452.Superseded values are not recommended for survey control.
 LH1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1452.See file dsdata.txt to determine how the superseded data were derived.
 LH1452
 LH1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL123106(NAD 83)
 LH1452_MARKER: DV = VERTICAL CONTROL DISK
 LH1452_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LH1452_SP_SET: GRAIN ELEVATOR
 LH1452_STAMPING: R 435 1991
 LH1452_MARK LOGO: NGS   
 LH1452_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH1452+STABILITY: POSITION/ELEVATION WELL
 LH1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1452+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1452
 LH1452  HISTORY     - Date     Condition        Report By
 LH1452  HISTORY     - 1991     MONUMENTED       NGS
 LH1452
 LH1452                          STATION DESCRIPTION
 LH1452
 LH1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1452'20.3 KM (12.60 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1452'OF STATE HIGHWAY 44 IN KEARNEY, SET VERTICALLY IN THE WEST FACE OF A
 LH1452'CONCRETE GRAIN STORAGE BIN AT THE CARGILL-GIBBON COMPANY ELEVATOR,
 LH1452'84.8 M (278.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.4 M (4.6
 LH1452'FT) ABOVE THE GROUND SURFACE, AND 1.0 M (3.3 FT) NORTH OF THE NORTH
 LH1452'EDGE OF THE WEST TRUCK DUMP.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 LH1452'CARGILL-GIBBON COMPANY, CONTACT--ALAN GRANDGENETT, MANAGER, BOX 310,
 LH1452'GIBBON, NE 68840, TELEPHONE NUMBER (308) 468-6371.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1494 ***********************************************************************
 LH1494  DESIGNATION -  R 436
 LH1494  PID         -  LH1494
 LH1494  STATE/COUNTY-  NE/CLAY
 LH1494  USGS QUAD   -  HASTINGS EAST (1983)
 LH1494
 LH1494                         *CURRENT SURVEY CONTROL
 LH1494  ___________________________________________________________________
 LH1494* NAD 83(1986)-  40 34 55.     (N)    098 15 37.     (W)     SCALED    
 LH1494* NAVD 88     -       570.341  (meters)    1871.19   (feet)  ADJUSTED  
 LH1494  ___________________________________________________________________
 LH1494  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 LH1494  DYNAMIC HT  -         570.028 (meters)    1870.17  (feet)  COMP
 LH1494  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 LH1494
 LH1494  VERT ORDER  -  FIRST     CLASS II
 LH1494
 LH1494.The horizontal coordinates were scaled from a topographic map and have
 LH1494.an estimated accuracy of +/- 6 seconds.
 LH1494
 LH1494.The orthometric height was determined by differential leveling
 LH1494.and adjusted by the National Geodetic Survey in May 1993..
 LH1494
 LH1494.The geoid height was determined by GEOID03.
 LH1494
 LH1494.The dynamic height is computed by dividing the NAVD 88
 LH1494.geopotential number by the normal gravity value computed on the
 LH1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1494.degrees latitude (g = 980.6199 gals.).
 LH1494
 LH1494.The modeled gravity was interpolated from observed gravity values.
 LH1494
 LH1494;                    North         East    Units  Estimated Accuracy
 LH1494;SPC NE       -    84,600.      647,250.      MT  (+/- 180 meters Scaled)
 LH1494
 LH1494                          SUPERSEDED SURVEY CONTROL
 LH1494
 LH1494.No superseded survey control is available for this station.
 LH1494
 LH1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK626926(NAD 83)
 LH1494_MARKER: I = METAL ROD
 LH1494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1494_SP_SET: STAINLESS STEEL ROD
 LH1494_STAMPING: R 436 1991
 LH1494_MARK LOGO: NGS   
 LH1494_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1494_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1494+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1494_ROD/PIPE-DEPTH: 9.8  meters
 LH1494
 LH1494  HISTORY     - Date     Condition        Report By
 LH1494  HISTORY     - 1991     MONUMENTED       NGS
 LH1494
 LH1494                          STATION DESCRIPTION
 LH1494
 LH1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1494'12.6 KM (7.80 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LH1494'U.S. HIGHWAY 281 IN HASTINGS, 45.0 M (147.6 FT) SOUTH OF THE HIGHWAY
 LH1494'CENTERLINE, 11.5 M (37.7 FT) WEST OF THE CENTER OF A COUNTY ROAD, 0.9
 LH1494'M (3.0 FT) NORTHWEST OF A UTILITY POLE, 0.4 M (1.3 FT) NORTH OF A
 LH1494'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LH1494'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1272 ***********************************************************************
 LG1272  DESIGNATION -  R 437
 LG1272  PID         -  LG1272
 LG1272  STATE/COUNTY-  NE/FILLMORE
 LG1272  USGS QUAD   -  FAIRMONT (1969)
 LG1272
 LG1272                         *CURRENT SURVEY CONTROL
 LG1272  ___________________________________________________________________
 LG1272* NAD 83(1986)-  40 38 17.     (N)    097 33 34.     (W)     SCALED    
 LG1272* NAVD 88     -       496.730  (meters)    1629.69   (feet)  ADJUSTED  
 LG1272  ___________________________________________________________________
 LG1272  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 LG1272  DYNAMIC HT  -         496.457 (meters)    1628.79  (feet)  COMP
 LG1272  MODELED GRAV-     980,061.0   (mgal)                       NAVD 88
 LG1272
 LG1272  VERT ORDER  -  FIRST     CLASS II
 LG1272
 LG1272.The horizontal coordinates were scaled from a topographic map and have
 LG1272.an estimated accuracy of +/- 6 seconds.
 LG1272
 LG1272.The orthometric height was determined by differential leveling
 LG1272.and adjusted by the National Geodetic Survey in May 1993..
 LG1272
 LG1272.The geoid height was determined by GEOID03.
 LG1272
 LG1272.The dynamic height is computed by dividing the NAVD 88
 LG1272.geopotential number by the normal gravity value computed on the
 LG1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1272.degrees latitude (g = 980.6199 gals.).
 LG1272
 LG1272.The modeled gravity was interpolated from observed gravity values.
 LG1272
 LG1272;                    North         East    Units  Estimated Accuracy
 LG1272;SPC NE       -    92,260.      706,380.      MT  (+/- 180 meters Scaled)
 LG1272
 LG1272                          SUPERSEDED SURVEY CONTROL
 LG1272
 LG1272.No superseded survey control is available for this station.
 LG1272
 LG1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK218995(NAD 83)
 LG1272_MARKER: I = METAL ROD
 LG1272_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1272_SP_SET: STAINLESS STEEL ROD
 LG1272_STAMPING: R 437 1991
 LG1272_MARK LOGO: NGS   
 LG1272_PROJECTION: FLUSH
 LG1272_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1272+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1272_ROD/PIPE-DEPTH: 11.0 meters
 LG1272
 LG1272  HISTORY     - Date     Condition        Report By
 LG1272  HISTORY     - 1991     MONUMENTED       NGS
 LG1272
 LG1272                          STATION DESCRIPTION
 LG1272
 LG1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1272'3.1 KM (1.90 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG1272'U.S. 81 IN FAIRMONT, 58.2 M (190.9 FT) SOUTH OF THE CENTERLINE OF
 LG1272'THE HIGHWAY, 13.5 M (44.3 FT) WEST OF AND LEVEL WITH THE CENTER OF A
 LG1272'GRAVELED ROAD, 9.1 M (29.9 FT) EAST OF A CHAIN-LINK FENCE SURROUNDING
 LG1272'AN ELECTRIC SUB-STATION, 1.7 M (5.6 FT) NORTH OF THE CENTER 1 OF 3
 LG1272'UTILITY POLES, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
 LG1272'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1314 ***********************************************************************
 LG1314  DESIGNATION -  R 438
 LG1314  PID         -  LG1314
 LG1314  STATE/COUNTY-  NE/LANCASTER
 LG1314  USGS QUAD   -  ROCA (1972)
 LG1314
 LG1314                         *CURRENT SURVEY CONTROL
 LG1314  ___________________________________________________________________
 LG1314* NAD 83(1986)-  40 44 09.     (N)    096 42 55.     (W)     SCALED    
 LG1314* NAVD 88     -       360.174  (meters)    1181.67   (feet)  ADJUSTED  
 LG1314  ___________________________________________________________________
 LG1314  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LG1314  DYNAMIC HT  -         360.018 (meters)    1181.16  (feet)  COMP
 LG1314  MODELED GRAV-     980,180.4   (mgal)                       NAVD 88
 LG1314
 LG1314  VERT ORDER  -  FIRST     CLASS II
 LG1314
 LG1314.The horizontal coordinates were scaled from a topographic map and have
 LG1314.an estimated accuracy of +/- 6 seconds.
 LG1314
 LG1314.The orthometric height was determined by differential leveling
 LG1314.and adjusted by the National Geodetic Survey in May 1993..
 LG1314
 LG1314.The geoid height was determined by GEOID03.
 LG1314
 LG1314.The dynamic height is computed by dividing the NAVD 88
 LG1314.geopotential number by the normal gravity value computed on the
 LG1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1314.degrees latitude (g = 980.6199 gals.).
 LG1314
 LG1314.The modeled gravity was interpolated from observed gravity values.
 LG1314
 LG1314;                    North         East    Units  Estimated Accuracy
 LG1314;SPC NE       -   105,470.      777,330.      MT  (+/- 180 meters Scaled)
 LG1314
 LG1314                          SUPERSEDED SURVEY CONTROL
 LG1314
 LG1314.No superseded survey control is available for this station.
 LG1314
 LG1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL929119(NAD 83)
 LG1314_MARKER: DV = VERTICAL CONTROL DISK
 LG1314_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1314_SP_SET: ABUTMENT
 LG1314_STAMPING: R 438 1991
 LG1314_MARK LOGO: NGS   
 LG1314_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1314+STABILITY: POSITION/ELEVATION WELL
 LG1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1314+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1314
 LG1314  HISTORY     - Date     Condition        Report By
 LG1314  HISTORY     - 1991     MONUMENTED       NGS
 LG1314
 LG1314                          STATION DESCRIPTION
 LG1314
 LG1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1314'4.9 KM (3.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH STREET)
 LG1314'FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, IN TOP OF AND 0.1 M
 LG1314'(0.3 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 LG1314'NORTHBOUND HIGHWAY BRIDGE SPANNING CARDWELL BRANCH CREEK, 5.6 M (18.4
 LG1314'FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 LG1314'AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1341 ***********************************************************************
 LG1341  CBN         -  This is a Cooperative Base Network Control Station.
 LG1341  DESIGNATION -  R 439
 LG1341  PID         -  LG1341
 LG1341  STATE/COUNTY-  NE/OTOE
 LG1341  USGS QUAD   -  UNADILLA (1966)
 LG1341
 LG1341                         *CURRENT SURVEY CONTROL
 LG1341  ___________________________________________________________________
 LG1341* NAD 83(1995)-  40 41 49.58612(N)    096 16 58.18166(W)     ADJUSTED  
 LG1341* NAVD 88     -       344.354  (meters)    1129.77   (feet)  ADJUSTED  
 LG1341  ___________________________________________________________________
 LG1341  X           -    -529,982.161 (meters)                     COMP
 LG1341  Y           -  -4,813,744.984 (meters)                     COMP
 LG1341  Z           -   4,137,186.137 (meters)                     COMP
 LG1341  LAPLACE CORR-          -9.58  (seconds)                    DEFLEC99
 LG1341  ELLIP HEIGHT-         317.40  (meters)          (03/30/05) GPS OBS
 LG1341  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 LG1341  DYNAMIC HT  -         344.197 (meters)    1129.25  (feet)  COMP
 LG1341  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 LG1341
 LG1341  HORZ ORDER  -  B
 LG1341  VERT ORDER  -  FIRST     CLASS II
 LG1341  ELLP ORDER  -  THIRD     CLASS I
 LG1341
 LG1341.The horizontal coordinates were established by GPS observations
 LG1341.and adjusted by the National Geodetic Survey in June 1996..
 LG1341
 LG1341.The orthometric height was determined by differential leveling
 LG1341.and adjusted by the National Geodetic Survey in May 1993..
 LG1341
 LG1341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG1341
 LG1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1341
 LG1341.The ellipsoidal height was determined by GPS observations
 LG1341.and is referenced to NAD 83.
 LG1341
 LG1341.The geoid height was determined by GEOID03.
 LG1341
 LG1341.The dynamic height is computed by dividing the NAVD 88
 LG1341.geopotential number by the normal gravity value computed on the
 LG1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1341.degrees latitude (g = 980.6199 gals.).
 LG1341
 LG1341.The modeled gravity was interpolated from observed gravity values.
 LG1341
 LG1341;                    North         East     Units Scale Factor Converg.
 LG1341;SPC NE       -   102,654.664   813,999.275   MT  0.99975741   +2 27 48.1
 LG1341;UTM  14      - 4,508,684.987   729,574.266   MT  1.00024877   +1 46 21.1
 LG1341
 LG1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1341!SPC NE       -   0.99995021  x   0.99975741  =   0.99970764
 LG1341!UTM  14      -   0.99995021  x   1.00024877  =   1.00019897
 LG1341
 LG1341                          SUPERSEDED SURVEY CONTROL
 LG1341
 LG1341  ELLIP H (07/10/01)  317.38   (m)                       GP(       ) 4 1
 LG1341  ELLIP H (06/25/96)  317.50   (m)                       GP(       ) 1 1
 LG1341  NAVD 88 (06/25/96)  344.35   (m)         1129.8    (f) LEVELING    3  
 LG1341
 LG1341.Superseded values are not recommended for survey control.
 LG1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1341.See file dsdata.txt to determine how the superseded data were derived.
 LG1341
 LG1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL2957408685(NAD 83)
 LG1341_MARKER: I = METAL ROD
 LG1341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1341_SP_SET: STAINLESS STEEL ROD
 LG1341_STAMPING: R 439 1991
 LG1341_MARK LOGO: NGS   
 LG1341_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1341_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1341+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1341_ROD/PIPE-DEPTH: 9.4  meters
 LG1341
 LG1341  HISTORY     - Date     Condition        Report By
 LG1341  HISTORY     - 1991     MONUMENTED       NGS
 LG1341  HISTORY     - 19950329 GOOD             NGS
 LG1341  HISTORY     - 20000605 GOOD             NEDR
 LG1341  HISTORY     - 2002     GOOD             NEDR
 LG1341
 LG1341                          STATION DESCRIPTION
 LG1341
 LG1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1341'10.2 KM (6.35 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LG1341'STATE HIGHWAY 50 IN SYRACUSE, 155.0 M (508.5 FT) EAST OF THE
 LG1341'CENTERLINE OF THE HIGHWAY, 14.7 M (48.2 FT) WEST OF A UTILITY POLE,
 LG1341'10.5 M (34.4 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 9.9 M (32.5
 LG1341'FT) EAST OF THE CENTER OF THE WEST ENTRANCE TO THE UNADILLA CEMETERY,
 LG1341'0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) ABOVE THE
 LG1341'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 LG1341'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1341
 LG1341                          STATION RECOVERY (1995)
 LG1341
 LG1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG1341'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 2 WITH E STREET
 LG1341'AT A SERVICE STATION IN UNADILLA, GO NORTHWEST ON HIGHWAY 2 FOR 1.1 MI
 LG1341'(1.8 KM) TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR
 LG1341'0.1 MI (0.2 KM) TO THE MARK ON THE LEFT, AT THE WEST ENTRANCE TO THE
 LG1341'UNADILLA CEMETERY, ON THE NORTH RIGHT-OF-WAY OF THE ROAD AND IN THE SE
 LG1341'CORNER OF THE SW1/4, SEC34, T9N, R10E.  THE MARK IS A STAINLESS STEEL
 LG1341'ROD SET WITHIN A PVC PIPE WITH A 5-INCH LOGO CAP THAT IS FLUSH WITH
 LG1341'THE GROUND.  IT IS 14.7 M (48.2 FT) WEST FROM A UTILITY POLE, 10.5 M
 LG1341'(34.4 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 9.9 M (32.5 FT) EAST
 LG1341'FROM THE CENTER OF THE WEST ENTRANCE TO THE CEMETERY, 0.5 M (1.6 FT)
 LG1341'SOUTHEAST FROM A WITNESS POST, 0.3 M (1.0 FT) SOUTH FROM THE CEMETERY
 LG1341'FENCE AND ABOUT 0.4 M (1.3 FT) ABOVE THE ROAD. ACCESS TO THE MARK IS
 LG1341'THROUGH THE LOGO CAP.
 LG1341
 LG1341                          STATION RECOVERY (2000)
 LG1341
 LG1341'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG1341'RECOVERED AS DESCRIBED.
 LG1341
 LG1341                          STATION RECOVERY (2002)
 LG1341
 LG1341'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1341'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1376 ***********************************************************************
 LG1376  DESIGNATION -  R 440
 LG1376  PID         -  LG1376
 LG1376  STATE/COUNTY-  NE/LANCASTER
 LG1376  USGS QUAD   -  LINCOLN (1980)
 LG1376
 LG1376                         *CURRENT SURVEY CONTROL
 LG1376  ___________________________________________________________________
 LG1376* NAD 83(1986)-  40 51 26.     (N)    096 40 26.     (W)     SCALED    
 LG1376* NAVD 88     -       348.683  (meters)    1143.97   (feet)  ADJUSTED  
 LG1376  ___________________________________________________________________
 LG1376  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 LG1376  DYNAMIC HT  -         348.531 (meters)    1143.47  (feet)  COMP
 LG1376  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 LG1376
 LG1376  VERT ORDER  -  FIRST     CLASS II
 LG1376
 LG1376.The horizontal coordinates were scaled from a topographic map and have
 LG1376.an estimated accuracy of +/- 6 seconds.
 LG1376
 LG1376.The orthometric height was determined by differential leveling
 LG1376.and adjusted by the National Geodetic Survey in May 1993..
 LG1376
 LG1376.The geoid height was determined by GEOID03.
 LG1376
 LG1376.The dynamic height is computed by dividing the NAVD 88
 LG1376.geopotential number by the normal gravity value computed on the
 LG1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1376.degrees latitude (g = 980.6199 gals.).
 LG1376
 LG1376.The modeled gravity was interpolated from observed gravity values.
 LG1376
 LG1376;                    North         East    Units  Estimated Accuracy
 LG1376;SPC NE       -   119,070.      780,300.      MT  (+/- 180 meters Scaled)
 LG1376
 LG1376                          SUPERSEDED SURVEY CONTROL
 LG1376
 LG1376.No superseded survey control is available for this station.
 LG1376
 LG1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL960255(NAD 83)
 LG1376_MARKER: I = METAL ROD
 LG1376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1376_SP_SET: STAINLESS STEEL ROD
 LG1376_STAMPING: R 440 1992
 LG1376_MARK LOGO: NGS   
 LG1376_PROJECTION: FLUSH
 LG1376_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1376+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 LG1376_ROD/PIPE-DEPTH: 13.9 meters
 LG1376
 LG1376  HISTORY     - Date     Condition        Report By
 LG1376  HISTORY     - 1992     MONUMENTED       NGS
 LG1376  HISTORY     - 20050402 GOOD             GEOCAC
 LG1376
 LG1376                          STATION DESCRIPTION
 LG1376
 LG1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1376'IN LINCOLN, AT THE INTERSECTION OF SUPERIOR STREET AND BAIR AVENUE,
 LG1376'32.4 M (106.3 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE
 LG1376'STREET, 11.7 M (38.4 FT) WEST OF THE CENTER OF THE AVENUE, AND 0.8 M
 LG1376'(2.6 FT) EAST OF A WITNESS POST AND CHAIN-LINK FENCE CORNER.
 LG1376'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LG1376
 LG1376                          STATION RECOVERY (2005)
 LG1376
 LG1376'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 LG1376'FOUND IN GOOD CONDITION. THE WITNESS POST AND THE CHAIN-LINK FENCE ARE
 LG1376'GONE. A NEW DESCRIPTION FOLLOWS. IN THE SE CORNER OF A PAVED LOT NW OF
 LG1376'THE INTERSECTION OF BAIR AVE AND SUPERIOR ST. 11.5 M (37.7 FT) WEST
 LG1376'FROM THE  CENTERLINE OF BAIR AVE. 0.4 M(1.4 FT) EAST OF PARKING LOT
 LG1376'CURB. 11 M (36 FT) SSW FROM CYLINDRICAL TELEPHONE PEDASTAL.
 LG1376'32.5 M (106.6 FT) SE FROM WOODEN TRANSMISSION LINE POLE THAT IS IN AN
 LG1376'8 FT SQUARE RAISED PAD NEAR THE MIDDLE OF THE PARKING LOT. 29.7 M
 LG1376'(97.4 FT) SOUTH OF THE CENTERLINE OF A CONCRETE WALKWAY CONNECTING THE
 LG1376'PARKING LOT TO BAIR AVE. 11.8 M (38.6 FT) EAST OF THE CORNER OF A CURB
 LG1376'RUNNING SOUTH AND EAST. A RAISED PLANTING BED IS TO THE SOUTH AND EAST
 LG1376'OF THE MARK.
 LG1376'THE DISTANCE TO THE CENTERLINE OF SUPERIOR ST WAS NOT CHECKED DUE TO
 LG1376'TRAFFIC CONDITIONS, BUT APPEARS TO BE CORRECT.
 LG1376'HANDHELD NAD83 GPS COORDS N 40D 51M 25.6S  W 96D 39M 57.8S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0589 ***********************************************************************
 NO0589  DESIGNATION -  R 441
 NO0589  PID         -  NO0589
 NO0589  STATE/COUNTY-  NE/CHERRY
 NO0589  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0589
 NO0589                         *CURRENT SURVEY CONTROL
 NO0589  ___________________________________________________________________
 NO0589* NAD 83(1986)-  42 53 49.     (N)    100 34 27.     (W)     SCALED    
 NO0589* NAVD 88     -       827.407  (meters)    2714.58   (feet)  ADJUSTED  
 NO0589  ___________________________________________________________________
 NO0589  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 NO0589  DYNAMIC HT  -         827.080 (meters)    2713.51  (feet)  COMP
 NO0589  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 NO0589
 NO0589  VERT ORDER  -  FIRST     CLASS II
 NO0589
 NO0589.The horizontal coordinates were scaled from a topographic map and have
 NO0589.an estimated accuracy of +/- 6 seconds.
 NO0589
 NO0589.The orthometric height was determined by differential leveling
 NO0589.and adjusted by the National Geodetic Survey in June 1994..
 NO0589
 NO0589.The geoid height was determined by GEOID03.
 NO0589
 NO0589.The dynamic height is computed by dividing the NAVD 88
 NO0589.geopotential number by the normal gravity value computed on the
 NO0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0589.degrees latitude (g = 980.6199 gals.).
 NO0589
 NO0589.The modeled gravity was interpolated from observed gravity values.
 NO0589
 NO0589;                    North         East    Units  Estimated Accuracy
 NO0589;SPC NE       -   340,330.      453,110.      MT  (+/- 180 meters Scaled)
 NO0589
 NO0589                          SUPERSEDED SURVEY CONTROL
 NO0589
 NO0589.No superseded survey control is available for this station.
 NO0589
 NO0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN714505(NAD 83)
 NO0589_MARKER: I = METAL ROD
 NO0589_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NO0589+WITH SETTING: INFORMATION.
 NO0589_SP_SET: METAL ROD DRIVEN INTO GROUND
 NO0589_STAMPING: R 441 1992
 NO0589_MARK LOGO: NGS   
 NO0589_PROJECTION: FLUSH
 NO0589_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0589+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NO0589_ROD/PIPE-DEPTH: 2.9  meters
 NO0589
 NO0589  HISTORY     - Date     Condition        Report By
 NO0589  HISTORY     - 1992     MONUMENTED       NGS
 NO0589
 NO0589                          STATION DESCRIPTION
 NO0589
 NO0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0589'3.4 KM (2.10 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0589'IN VALENTINE, 21.4 M (70.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 NO0589'8.5 M (27.9 FT) SOUTH OF THE CENTER OF A GRAVELED DRIVEWAY, 1.5 M
 NO0589'(4.9 FT) NORTH OF A RIGHT-OF-WAY MARKER, 1.2 M (3.9 FT) SOUTH OF A
 NO0589'FENCE CORNER, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4
 NO0589'M (1.3 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 NO0589'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 NO0589'REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0526 ***********************************************************************
 LH0526  DESIGNATION -  R 5
 LH0526  PID         -  LH0526
 LH0526  STATE/COUNTY-  NE/BUFFALO
 LH0526  USGS QUAD   -  ALFALFA CENTER (1974)
 LH0526
 LH0526                         *CURRENT SURVEY CONTROL
 LH0526  ___________________________________________________________________
 LH0526* NAD 83(1986)-  40 41 49.     (N)    099 13 03.     (W)     SCALED    
 LH0526* NAVD 88     -       673.260  (meters)    2208.85   (feet)  ADJUSTED  
 LH0526  ___________________________________________________________________
 LH0526  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 LH0526  DYNAMIC HT  -         672.874 (meters)    2207.59  (feet)  COMP
 LH0526  MODELED GRAV-     980,029.5   (mgal)                       NAVD 88
 LH0526
 LH0526  VERT ORDER  -  FIRST     CLASS II
 LH0526
 LH0526.The horizontal coordinates were scaled from a topographic map and have
 LH0526.an estimated accuracy of +/- 6 seconds.
 LH0526
 LH0526.The orthometric height was determined by differential leveling
 LH0526.and adjusted by the National Geodetic Survey in June 1991..
 LH0526
 LH0526.The geoid height was determined by GEOID03.
 LH0526
 LH0526.The dynamic height is computed by dividing the NAVD 88
 LH0526.geopotential number by the normal gravity value computed on the
 LH0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0526.degrees latitude (g = 980.6199 gals.).
 LH0526
 LH0526.The modeled gravity was interpolated from observed gravity values.
 LH0526
 LH0526;                    North         East    Units  Estimated Accuracy
 LH0526;SPC NE       -    96,190.      566,120.      MT  (+/- 180 meters Scaled)
 LH0526
 LH0526                          SUPERSEDED SURVEY CONTROL
 LH0526
 LH0526  NGVD 29 (02/14/92)  673.001  (m)         2208.00   (f) ADJUSTED    1 2
 LH0526
 LH0526.Superseded values are not recommended for survey control.
 LH0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0526.See file dsdata.txt to determine how the superseded data were derived.
 LH0526
 LH0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML816051(NAD 83)
 LH0526_MARKER: DB = BENCH MARK DISK
 LH0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0526_SP_SET: CONCRETE POST
 LH0526_STAMPING: R 5 1933 2208.007
 LH0526_MARK LOGO: CGS   
 LH0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0526+STABILITY: SURFACE MOTION
 LH0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0526+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0526
 LH0526  HISTORY     - Date     Condition        Report By
 LH0526  HISTORY     - 1933     MONUMENTED       CGS
 LH0526  HISTORY     - 1950     GOOD             NGS
 LH0526  HISTORY     - 19910923 GOOD             NGS
 LH0526
 LH0526                          STATION DESCRIPTION
 LH0526
 LH0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0526'7.3 MI W FROM KEARNEY.
 LH0526'ABOUT 7.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0526'STATION AT KEARNEY, BUFFALO COUNTY, ABOUT 12 POLES WEST OF
 LH0526'MILEPOST 196, AT A COUNTY-ROAD CROSSING, 41.2 FEET NORTH OF
 LH0526'THE NORTH RAIL OF THE NORTH MAIN TRACK, 39 FEET WEST OF THE
 LH0526'CENTER LINE OF THE ROAD, 5.4 FEET SOUTH OF THE NORTH RAILROAD
 LH0526'RIGHT-OF-WAY FENCE, AND 4 FEET WEST OF THE WEST RIGHT-OF-WAY
 LH0526'FENCE OF THE ROAD.  A STANDARD DISK, STAMPED 2208.007 R 5 1933
 LH0526'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 LH0526'ABOVE GROUND.
 LH0526
 LH0526                          STATION RECOVERY (1950)
 LH0526
 LH0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LH0526'RECOVERED IN GOOD CONDITION.
 LH0526
 LH0526                          STATION RECOVERY (1991)
 LH0526
 LH0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0526'11.3 KM (7.00 MI) WESTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0526'OF STATE HIGHWAY 44 IN KEARNEY, THENCE 0.3 KM (0.20 MI) SOUTHERLY
 LH0526'ALONG A GRAVELED ROAD, 16.5 M (54.1 FT) WEST OF AND LEVEL WITH THE
 LH0526'ROAD CENTER, 12.6 M (41.3 FT) NORTH OF THE NEAR RAIL OF THE UNION
 LH0526'PACIFIC RAILROAD, 3.5 M (11.5 FT) WEST OF A UTILITY POLE, 0.3 M (1.0
 LH0526'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16
 LH0526'FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0269 ***********************************************************************
 MN0269  DESIGNATION -  R 50
 MN0269  PID         -  MN0269
 MN0269  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0269  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0269
 MN0269                         *CURRENT SURVEY CONTROL
 MN0269  ___________________________________________________________________
 MN0269* NAD 83(1986)-  41 51 16.     (N)    103 39 16.     (W)     SCALED    
 MN0269* NAVD 88     -      1182.376  (meters)    3879.18   (feet)  ADJUSTED  
 MN0269  ___________________________________________________________________
 MN0269  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 MN0269  DYNAMIC HT  -        1181.613 (meters)    3876.68  (feet)  COMP
 MN0269  MODELED GRAV-     979,937.0   (mgal)                       NAVD 88
 MN0269
 MN0269  VERT ORDER  -  SECOND    CLASS 0
 MN0269
 MN0269.The horizontal coordinates were scaled from a topographic map and have
 MN0269.an estimated accuracy of +/- 6 seconds.
 MN0269
 MN0269.The orthometric height was determined by differential leveling
 MN0269.and adjusted by the National Geodetic Survey in June 1991..
 MN0269
 MN0269.The geoid height was determined by GEOID03.
 MN0269
 MN0269.The dynamic height is computed by dividing the NAVD 88
 MN0269.geopotential number by the normal gravity value computed on the
 MN0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0269.degrees latitude (g = 980.6199 gals.).
 MN0269
 MN0269.The modeled gravity was interpolated from observed gravity values.
 MN0269
 MN0269;                    North         East    Units  Estimated Accuracy
 MN0269;SPC NE       -   230,810.      196,730.      MT  (+/- 180 meters Scaled)
 MN0269
 MN0269                          SUPERSEDED SURVEY CONTROL
 MN0269
 MN0269  NGVD 29 (??/??/92) 1181.723  (m)         3877.04   (f) ADJ UNCH    2 0
 MN0269
 MN0269.Superseded values are not recommended for survey control.
 MN0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0269.See file dsdata.txt to determine how the superseded data were derived.
 MN0269
 MN0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG116344(NAD 83)
 MN0269_MARKER: DB = BENCH MARK DISK
 MN0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0269_STAMPING: R 50 1934
 MN0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0269+STABILITY: SURFACE MOTION
 MN0269
 MN0269  HISTORY     - Date     Condition        Report By
 MN0269  HISTORY     - 1934     MONUMENTED       CGS
 MN0269  HISTORY     - 1949     GOOD             NGS
 MN0269
 MN0269                          STATION DESCRIPTION
 MN0269
 MN0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0269'AT SCOTTSBLUFF.
 MN0269'AT SCOTTSBLUFF, SCOTTS BLUFF COUNTY, ABOUT 0.6 MILE EAST OF THE
 MN0269'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, ABOUT 450
 MN0269'FEET EAST OF THE CROSSING OF FIFTH AVENUE, BETWEEN THE TRACK
 MN0269'AND EIGHTH STREET, 31.2 FEET NORTH OF THE NORTH RAIL, AND 6.0
 MN0269'FEET WEST OF A POLE.  A STANDARD DISK, STAMPED R 50 1934 AND
 MN0269'SET IN THE TOP OF A CONCRETE POST.
 MN0269
 MN0269                          STATION RECOVERY (1949)
 MN0269
 MN0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 MN0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0117 ***********************************************************************
 MN0117  DESIGNATION -  R 51
 MN0117  PID         -  MN0117
 MN0117  STATE/COUNTY-  NE/MORRILL
 MN0117  USGS QUAD   -  BROADWATER (1965)
 MN0117
 MN0117                         *CURRENT SURVEY CONTROL
 MN0117  ___________________________________________________________________
 MN0117* NAD 83(1986)-  41 34 28.     (N)    102 47 19.     (W)     SCALED    
 MN0117* NAVD 88     -      1086.902  (meters)    3565.94   (feet)  ADJUSTED  
 MN0117  ___________________________________________________________________
 MN0117  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 MN0117  DYNAMIC HT  -        1086.221 (meters)    3563.71  (feet)  COMP
 MN0117  MODELED GRAV-     979,959.4   (mgal)                       NAVD 88
 MN0117
 MN0117  VERT ORDER  -  SECOND    CLASS 0
 MN0117
 MN0117.The horizontal coordinates were scaled from a topographic map and have
 MN0117.an estimated accuracy of +/- 6 seconds.
 MN0117
 MN0117.The orthometric height was determined by differential leveling
 MN0117.and adjusted by the National Geodetic Survey in June 1991..
 MN0117
 MN0117.The geoid height was determined by GEOID03.
 MN0117
 MN0117.The dynamic height is computed by dividing the NAVD 88
 MN0117.geopotential number by the normal gravity value computed on the
 MN0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0117.degrees latitude (g = 980.6199 gals.).
 MN0117
 MN0117.The modeled gravity was interpolated from observed gravity values.
 MN0117
 MN0117;                    North         East    Units  Estimated Accuracy
 MN0117;SPC NE       -   197,060.      267,550.      MT  (+/- 180 meters Scaled)
 MN0117
 MN0117                          SUPERSEDED SURVEY CONTROL
 MN0117
 MN0117  NGVD 29 (??/??/92) 1086.364  (m)         3564.18   (f) ADJ UNCH    2 0
 MN0117
 MN0117.Superseded values are not recommended for survey control.
 MN0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0117.See file dsdata.txt to determine how the superseded data were derived.
 MN0117
 MN0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG843048(NAD 83)
 MN0117_MARKER: DB = BENCH MARK DISK
 MN0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0117_STAMPING: R 51 1934
 MN0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0117+STABILITY: SURFACE MOTION
 MN0117
 MN0117  HISTORY     - Date     Condition        Report By
 MN0117  HISTORY     - 1934     MONUMENTED       CGS
 MN0117  HISTORY     - 1964     MARK NOT FOUND   USGS
 MN0117
 MN0117                          STATION DESCRIPTION
 MN0117
 MN0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0117'3.8 MI E FROM BROADWATER.
 MN0117'ABOUT 3.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0117'STATION AT BROADWATER, MORRILL COUNTY, ABOUT 11 POLES EAST
 MN0117'OF MILEPOST 97, 42 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 MN0117'TRACK, 174 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 26,
 MN0117'AND 5 FEET NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD
 MN0117'DISK, STAMPED R 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0117
 MN0117                          STATION RECOVERY (1964)
 MN0117
 MN0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MN0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0050 ***********************************************************************
 MN0050  DESIGNATION -  R 53
 MN0050  PID         -  MN0050
 MN0050  STATE/COUNTY-  NE/GARDEN
 MN0050  USGS QUAD   -  OSHKOSH (1971)
 MN0050
 MN0050                         *CURRENT SURVEY CONTROL
 MN0050  ___________________________________________________________________
 MN0050* NAD 83(1986)-  41 27 38.     (N)    102 20 50.     (W)     SCALED    
 MN0050* NAVD 88     -      1079.778  (meters)    3542.57   (feet)  ADJUSTED  
 MN0050  ___________________________________________________________________
 MN0050  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 MN0050  DYNAMIC HT  -        1079.103 (meters)    3540.36  (feet)  COMP
 MN0050  MODELED GRAV-     979,961.9   (mgal)                       NAVD 88
 MN0050
 MN0050  VERT ORDER  -  SECOND    CLASS 0
 MN0050
 MN0050.The horizontal coordinates were scaled from a topographic map and have
 MN0050.an estimated accuracy of +/- 6 seconds.
 MN0050
 MN0050.The orthometric height was determined by differential leveling
 MN0050.and adjusted by the National Geodetic Survey in June 1991..
 MN0050
 MN0050.The geoid height was determined by GEOID03.
 MN0050
 MN0050.The dynamic height is computed by dividing the NAVD 88
 MN0050.geopotential number by the normal gravity value computed on the
 MN0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0050.degrees latitude (g = 980.6199 gals.).
 MN0050
 MN0050.The modeled gravity was interpolated from observed gravity values.
 MN0050
 MN0050;                    North         East    Units  Estimated Accuracy
 MN0050;SPC NE       -   183,320.      303,990.      MT  (+/- 180 meters Scaled)
 MN0050
 MN0050                          SUPERSEDED SURVEY CONTROL
 MN0050
 MN0050  NGVD 29 (??/??/92) 1079.264  (m)         3540.89   (f) ADJ UNCH    2 0
 MN0050
 MN0050.Superseded values are not recommended for survey control.
 MN0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0050.See file dsdata.txt to determine how the superseded data were derived.
 MN0050
 MN0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF215932(NAD 83)
 MN0050_MARKER: DB = BENCH MARK DISK
 MN0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0050_STAMPING: R 53 1934
 MN0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0050+STABILITY: SURFACE MOTION
 MN0050
 MN0050  HISTORY     - Date     Condition        Report By
 MN0050  HISTORY     - 1934     MONUMENTED       CGS
 MN0050  HISTORY     - 1938     GOOD             NGS
 MN0050
 MN0050                          STATION DESCRIPTION
 MN0050
 MN0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0050'3.7 MI N FROM OSHKOSH.
 MN0050'3.7 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE COURTHOUSE AT
 MN0050'OSHKOSH, GARDEN COUNTY, AT THE JUNCTION OF A COUNTY ROAD LEADING
 MN0050'EAST, 60 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 33 FEET
 MN0050'NORTH OF THE ROAD.  A STANDARD DISK, STAMPED R 53 1934 AND SET IN
 MN0050'THE TOP OF A CONCRETE POST.
 MN0050
 MN0050                          STATION RECOVERY (1938)
 MN0050
 MN0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MN0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0294 ***********************************************************************
 MN0294  DESIGNATION -  R 54
 MN0294  PID         -  MN0294
 MN0294  STATE/COUNTY-  NE/BANNER
 MN0294  USGS QUAD   -  HARRISBURG (1979)
 MN0294
 MN0294                         *CURRENT SURVEY CONTROL
 MN0294  ___________________________________________________________________
 MN0294* NAD 83(1986)-  41 30 14.     (N)    103 44 41.     (W)     SCALED    
 MN0294* NAVD 88     -      1486.222  (meters)    4876.05   (feet)  ADJUSTED  
 MN0294  ___________________________________________________________________
 MN0294  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 MN0294  DYNAMIC HT  -        1485.118 (meters)    4872.42  (feet)  COMP
 MN0294  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 MN0294
 MN0294  VERT ORDER  -  SECOND    CLASS 0
 MN0294
 MN0294.The horizontal coordinates were scaled from a topographic map and have
 MN0294.an estimated accuracy of +/- 6 seconds.
 MN0294
 MN0294.The orthometric height was determined by differential leveling
 MN0294.and adjusted by the National Geodetic Survey in June 1991..
 MN0294
 MN0294.The geoid height was determined by GEOID03.
 MN0294
 MN0294.The dynamic height is computed by dividing the NAVD 88
 MN0294.geopotential number by the normal gravity value computed on the
 MN0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0294.degrees latitude (g = 980.6199 gals.).
 MN0294
 MN0294.The modeled gravity was interpolated from observed gravity values.
 MN0294
 MN0294;                    North         East    Units  Estimated Accuracy
 MN0294;SPC NE       -   192,240.      187,550.      MT  (+/- 180 meters Scaled)
 MN0294
 MN0294                          SUPERSEDED SURVEY CONTROL
 MN0294
 MN0294  NGVD 29 (??/??/92) 1485.490  (m)         4873.65   (f) ADJ UNCH    2 0
 MN0294
 MN0294.Superseded values are not recommended for survey control.
 MN0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0294.See file dsdata.txt to determine how the superseded data were derived.
 MN0294
 MN0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF047954(NAD 83)
 MN0294_MARKER: DB = BENCH MARK DISK
 MN0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0294_STAMPING: R 54 1934
 MN0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0294+STABILITY: SURFACE MOTION
 MN0294
 MN0294  HISTORY     - Date     Condition        Report By
 MN0294  HISTORY     - 1934     MONUMENTED       CGS
 MN0294  HISTORY     - 1941     GOOD             NGS
 MN0294
 MN0294                          STATION DESCRIPTION
 MN0294
 MN0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0294'4 MI S FROM HARRISBURG.
 MN0294'ABOUT 4.0 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 MN0294'AT HARRISBURG, BANNER COUNTY, ABOUT 200 FEET WEST OF A HILL
 MN0294'WITH A ROCK OUTCROP ON THE SIDE, ABOUT 160 FEET NORTHEAST OF
 MN0294'THE NORTHEAST CORNER OF A CEMENT CULVERT, 32 FEET EAST OF THE
 MN0294'CENTER LINE OF THE HIGHWAY, AND 4 FEET WEST OF THE RIGHT-OF-WAY
 MN0294'FENCE.  A STANDARD DISK, STAMPED R 54 1934 AND SET IN THE TOP
 MN0294'OF A CONCRETE POST.
 MN0294
 MN0294                          STATION RECOVERY (1941)
 MN0294
 MN0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MN0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0195 ***********************************************************************
 MN0195  DESIGNATION -  R 55
 MN0195  PID         -  MN0195
 MN0195  STATE/COUNTY-  NE/MORRILL
 MN0195  USGS QUAD   -  ROUNDHOUSE ROCK (1979)
 MN0195
 MN0195                         *CURRENT SURVEY CONTROL
 MN0195  ___________________________________________________________________
 MN0195* NAD 83(1986)-  41 35 02.     (N)    103 12 51.     (W)     SCALED    
 MN0195* NAVD 88     -      1163.433  (meters)    3817.03   (feet)  ADJUSTED  
 MN0195  ___________________________________________________________________
 MN0195  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 MN0195  DYNAMIC HT  -        1162.679 (meters)    3814.56  (feet)  COMP
 MN0195  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 MN0195
 MN0195  VERT ORDER  -  SECOND    CLASS 0
 MN0195
 MN0195.The horizontal coordinates were scaled from a topographic map and have
 MN0195.an estimated accuracy of +/- 6 seconds.
 MN0195
 MN0195.The orthometric height was determined by differential leveling
 MN0195.and adjusted by the National Geodetic Survey in June 1991..
 MN0195
 MN0195.The geoid height was determined by GEOID03.
 MN0195
 MN0195.The dynamic height is computed by dividing the NAVD 88
 MN0195.geopotential number by the normal gravity value computed on the
 MN0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0195.degrees latitude (g = 980.6199 gals.).
 MN0195
 MN0195.The modeled gravity was interpolated from observed gravity values.
 MN0195
 MN0195;                    North         East    Units  Estimated Accuracy
 MN0195;SPC NE       -   199,340.      232,130.      MT  (+/- 180 meters Scaled)
 MN0195
 MN0195                          SUPERSEDED SURVEY CONTROL
 MN0195
 MN0195  NGVD 29 (??/??/92) 1162.853  (m)         3815.13   (f) ADJ UNCH    2 0
 MN0195
 MN0195.Superseded values are not recommended for survey control.
 MN0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0195.See file dsdata.txt to determine how the superseded data were derived.
 MN0195
 MN0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG488051(NAD 83)
 MN0195_MARKER: DB = BENCH MARK DISK
 MN0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0195_STAMPING: R 55 1934
 MN0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0195+STABILITY: SURFACE MOTION
 MN0195
 MN0195  HISTORY     - Date     Condition        Report By
 MN0195  HISTORY     - 1934     MONUMENTED       CGS
 MN0195  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0195
 MN0195                          STATION DESCRIPTION
 MN0195
 MN0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0195'3 MI E FROM REDINGTON.
 MN0195'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0195'AT REDINGTON, MORRILL COUNTY, ABOUT 110 FEET WEST OF A POLE, 35
 MN0195'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET EAST OF A
 MN0195'NORTH-AND-SOUTH FENCE LINE, AND 14 FEET NORTH OF THE RIGHT-OF-WAY
 MN0195'FENCE.  A STANDARD DISK, STAMPED R 55 1934 AND SET IN THE TOP
 MN0195'OF A CONCRETE POST.
 MN0195
 MN0195                          STATION RECOVERY (1972)
 MN0195
 MN0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0467 ***********************************************************************
 NP0467  DESIGNATION -  R 57
 NP0467  PID         -  NP0467
 NP0467  STATE/COUNTY-  NE/SIOUX
 NP0467  USGS QUAD   -  HARRISON WEST (1978)
 NP0467
 NP0467                         *CURRENT SURVEY CONTROL
 NP0467  ___________________________________________________________________
 NP0467* NAD 83(1986)-  42 40 52.     (N)    103 57 34.     (W)     SCALED    
 NP0467* NAVD 88     -      1494.524  (meters)    4903.28   (feet)  ADJUSTED  
 NP0467  ___________________________________________________________________
 NP0467  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 NP0467  DYNAMIC HT  -        1493.634 (meters)    4900.36  (feet)  COMP
 NP0467  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 NP0467
 NP0467  VERT ORDER  -  FIRST     CLASS II
 NP0467
 NP0467.The horizontal coordinates were scaled from a topographic map and have
 NP0467.an estimated accuracy of +/- 6 seconds.
 NP0467
 NP0467.The orthometric height was determined by differential leveling
 NP0467.and adjusted by the National Geodetic Survey in June 1991..
 NP0467
 NP0467.The geoid height was determined by GEOID03.
 NP0467
 NP0467.The dynamic height is computed by dividing the NAVD 88
 NP0467.geopotential number by the normal gravity value computed on the
 NP0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0467.degrees latitude (g = 980.6199 gals.).
 NP0467
 NP0467.The modeled gravity was interpolated from observed gravity values.
 NP0467
 NP0467;                    North         East    Units  Estimated Accuracy
 NP0467;SPC NE       -   323,630.      175,630.      MT  (+/- 180 meters Scaled)
 NP0467
 NP0467                          SUPERSEDED SURVEY CONTROL
 NP0467
 NP0467  NGVD 29 (??/??/92) 1493.821  (m)         4900.98   (f) ADJ UNCH    1 2
 NP0467
 NP0467.Superseded values are not recommended for survey control.
 NP0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0467.See file dsdata.txt to determine how the superseded data were derived.
 NP0467
 NP0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH852259(NAD 83)
 NP0467_MARKER: DB = BENCH MARK DISK
 NP0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0467_STAMPING: R 57 1934
 NP0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0467+STABILITY: SURFACE MOTION
 NP0467
 NP0467  HISTORY     - Date     Condition        Report By
 NP0467  HISTORY     - 1934     MONUMENTED       CGS
 NP0467  HISTORY     - 1954     GOOD             NGS
 NP0467
 NP0467                          STATION DESCRIPTION
 NP0467
 NP0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NP0467'4 MI W FROM HARRISON.
 NP0467'4.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NP0467'THE STATION AT HARRISON, 15 POLES WEST OF MILEPOST 464, 161 FEET
 NP0467'WEST OF THE SOUTHWEST CORNER OF A STONE CULVERT, 31 FEET SOUTH
 NP0467'OF THE SOUTH RAIL, 64 FEET NORTH OF A FENCE, 12 FEET NORTHWEST
 NP0467'OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN
 NP0467'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 NP0467'GROUND.  IN SECTION 12, TOWNSHIP 31 NORTH, RANGE 57 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0419 ***********************************************************************
 NP0419  DESIGNATION -  R 58
 NP0419  PID         -  NP0419
 NP0419  STATE/COUNTY-  NE/SIOUX
 NP0419  USGS QUAD   -  CHALK BUTTES NE (1983)
 NP0419
 NP0419                         *CURRENT SURVEY CONTROL
 NP0419  ___________________________________________________________________
 NP0419* NAD 83(1986)-  42 11 21.     (N)    103 47 54.     (W)     SCALED    
 NP0419* NAVD 88     -      1486.024  (meters)    4875.40   (feet)  POSTED    
 NP0419  ___________________________________________________________________
 NP0419  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 NP0419  DYNAMIC HT  -        1485.030 (meters)    4872.14  (feet)  COMP
 NP0419  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 NP0419
 NP0419  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NP0419
 NP0419.The horizontal coordinates were scaled from a topographic map and have
 NP0419.an estimated accuracy of +/- 6 seconds.
 NP0419
 NP0419.The orthometric height was determined by differential leveling
 NP0419.and adjusted by the National Geodetic Survey in 1992..
 NP0419.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NP0419.rate of 0.0 thru 1.0 mm/km.
 NP0419
 NP0419.The geoid height was determined by GEOID03.
 NP0419
 NP0419.The dynamic height is computed by dividing the NAVD 88
 NP0419.geopotential number by the normal gravity value computed on the
 NP0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0419.degrees latitude (g = 980.6199 gals.).
 NP0419
 NP0419.The modeled gravity was interpolated from observed gravity values.
 NP0419
 NP0419;                    North         East    Units  Estimated Accuracy
 NP0419;SPC NE       -   268,450.      186,430.      MT  (+/- 180 meters Scaled)
 NP0419
 NP0419                          SUPERSEDED SURVEY CONTROL
 NP0419
 NP0419  NGVD 29 (??/??/92) 1485.256  (m)         4872.88   (f) ADJ UNCH    2 0
 NP0419
 NP0419.Superseded values are not recommended for survey control.
 NP0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0419.See file dsdata.txt to determine how the superseded data were derived.
 NP0419
 NP0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG992714(NAD 83)
 NP0419_MARKER: DB = BENCH MARK DISK
 NP0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0419_STAMPING: R 58 1934
 NP0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0419+STABILITY: SURFACE MOTION
 NP0419
 NP0419  HISTORY     - Date     Condition        Report By
 NP0419  HISTORY     - 1934     MONUMENTED       CGS
 NP0419  HISTORY     - 1939     GOOD             NGS
 NP0419  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0419
 NP0419                          STATION DESCRIPTION
 NP0419
 NP0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0419'16.8 MI N FROM MITCHELL.
 NP0419'IN SIOUX COUNTY, 16.8 MILES NORTH ALONG STATE HIGHWAY 29 FROM
 NP0419'THE HIGH SCHOOL AT MITCHELL, SCOTTS BLUFF COUNTY, 67.0 FEET
 NP0419'SOUTHWEST OF THE CENTERLINE OF A CATTLE GUARD, 38.0 FEET WEST OF
 NP0419'THE CENTERLINE OF THE HIGHWAY, 5.5 FEET SOUTHWEST OF A CORNER
 NP0419'FENCE POST, AND 2.8 FEET SOUTH OF AN EAST-AND-WEST FENCE.  A
 NP0419'STANDARD DISK, STAMPED R 58 1934 AND SET IN THE TOP OF A CONCRETE
 NP0419'POST.
 NP0419
 NP0419                          STATION RECOVERY (1939)
 NP0419
 NP0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 NP0419'RECOVERED IN GOOD CONDITION.
 NP0419
 NP0419                          STATION RECOVERY (1981)
 NP0419
 NP0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0010 ***********************************************************************
 LJ0010  DESIGNATION -  R 6
 LJ0010  PID         -  LJ0010
 LJ0010  STATE/COUNTY-  NE/DAWSON
 LJ0010  USGS QUAD   -  GOTHENBURG (1983)
 LJ0010
 LJ0010                         *CURRENT SURVEY CONTROL
 LJ0010  ___________________________________________________________________
 LJ0010* NAD 83(1986)-  40 56 37.     (N)    100 12 15.     (W)     SCALED    
 LJ0010* NAVD 88     -       787.328  (meters)    2583.09   (feet)  ADJUSTED  
 LJ0010  ___________________________________________________________________
 LJ0010  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 LJ0010  DYNAMIC HT  -         786.866 (meters)    2581.58  (feet)  COMP
 LJ0010  MODELED GRAV-     980,011.8   (mgal)                       NAVD 88
 LJ0010
 LJ0010  VERT ORDER  -  FIRST     CLASS II
 LJ0010
 LJ0010.The horizontal coordinates were scaled from a topographic map and have
 LJ0010.an estimated accuracy of +/- 6 seconds.
 LJ0010
 LJ0010.The orthometric height was determined by differential leveling
 LJ0010.and adjusted by the National Geodetic Survey in June 1991..
 LJ0010.WARNING-Repeat measurements at this control monument indicate possible
 LJ0010.vertical movement.
 LJ0010
 LJ0010.The geoid height was determined by GEOID03.
 LJ0010
 LJ0010.The dynamic height is computed by dividing the NAVD 88
 LJ0010.geopotential number by the normal gravity value computed on the
 LJ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0010.degrees latitude (g = 980.6199 gals.).
 LJ0010
 LJ0010.The modeled gravity was interpolated from observed gravity values.
 LJ0010
 LJ0010;                    North         East    Units  Estimated Accuracy
 LJ0010;SPC NE       -   123,290.      482,810.      MT  (+/- 180 meters Scaled)
 LJ0010
 LJ0010                          SUPERSEDED SURVEY CONTROL
 LJ0010
 LJ0010  NGVD 29 (02/14/92)  787.020  (m)         2582.08   (f) ADJUSTED    1 2
 LJ0010
 LJ0010.Superseded values are not recommended for survey control.
 LJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0010.See file dsdata.txt to determine how the superseded data were derived.
 LJ0010
 LJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL986331(NAD 83)
 LJ0010_MARKER: DB = BENCH MARK DISK
 LJ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0010_SP_SET: CONCRETE POST
 LJ0010_STAMPING: R 6 1933 2582.295
 LJ0010_MARK LOGO: CGS   
 LJ0010_PROJECTION: FLUSH
 LJ0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0010+STABILITY: SURFACE MOTION
 LJ0010
 LJ0010  HISTORY     - Date     Condition        Report By
 LJ0010  HISTORY     - 1933     MONUMENTED       CGS
 LJ0010  HISTORY     - 1934     GOOD             NGS
 LJ0010  HISTORY     - 1986     GOOD             NGS
 LJ0010  HISTORY     - 19981104 GOOD             LOCENG
 LJ0010
 LJ0010                          STATION DESCRIPTION
 LJ0010
 LJ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LJ0010'2.3 MI NW FROM GOTHENBURG.
 LJ0010'ABOUT 2.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LJ0010'GOTHENBURG, DAWSON COUNTY, ABOUT 11-1/2 POLES NORTHWEST OF
 LJ0010'MILEPOST 251, ABOUT 150 FEET SOUTHEAST OF A ONE-MILE-TO-YARD-LIMIT
 LJ0010'SIGN, 21 FEET WEST OF THE CENTER OF A PRIVATE-ROAD CROSSING,
 LJ0010'147.7 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 37.3 FEET
 LJ0010'SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, AND ABOUT 40
 LJ0010'FEET NORTH OF A ROW OF POLES.  A STANDARD DISK, STAMPED 2582.295
 LJ0010'R 6 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LJ0010'2 INCHES ABOVE GROUND.
 LJ0010
 LJ0010                          STATION RECOVERY (1934)
 LJ0010
 LJ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LJ0010'RECOVERED IN GOOD CONDITION.
 LJ0010
 LJ0010                          STATION RECOVERY (1986)
 LJ0010
 LJ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0010'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.0 KM (2.5
 LJ0010'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE HIGHWAY
 LJ0010'47 AT GOTHENBURG, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A DIRT
 LJ0010'ROAD LEADING SOUTH, 0.14 KM (0.1 MI) NORTHWEST OF MILEPOST 211, 64.8
 LJ0010'METERS (212.5 FT) SOUTHWEST ACROSS THE UNION PACIFIC RAILROAD FROM THE
 LJ0010'HIGHWAY CENTERLINE, 85.0 METERS (279 FT) NORTHWEST OF THE CENTER OF
 LJ0010'THE ROAD, 21.3 METERS (70 FT) NORTH OF THE 3RD TELEPHONE POLE
 LJ0010'NORTHWEST OF THE ROAD, 11.3 METERS (37 FT) SOUTHWEST OF THE SOUTHWEST
 LJ0010'RAIL OF THE SOUTHWEST TRACKS AND 0.3 METER (1 FT) NORTHEAST OF A
 LJ0010'WITNESS POST.
 LJ0010'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LJ0010'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 LJ0010
 LJ0010                          STATION RECOVERY (1998)
 LJ0010
 LJ0010'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998
 LJ0010'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 LJ0010'TRACK CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI1135 ***********************************************************************
 AI1135  DESIGNATION -  R 6 RESET
 AI1135  PID         -  AI1135
 AI1135  STATE/COUNTY-  NE/DAWSON
 AI1135  USGS QUAD   -  GOTHENBURG (1983)
 AI1135
 AI1135                         *CURRENT SURVEY CONTROL
 AI1135  ___________________________________________________________________
 AI1135* NAD 83(1986)-  40 56 37.     (N)    100 12 15.     (W)     SCALED    
 AI1135* NAVD 88     -       786.80   (meters)    2581.4    (feet)  RESET     
 AI1135  ___________________________________________________________________
 AI1135  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AI1135
 AI1135  VERT ORDER  -  THIRD
 AI1135
 AI1135.The horizontal coordinates were scaled from a topographic map and have
 AI1135.an estimated accuracy of +/- 6 seconds.
 AI1135
 AI1135.The orthometric height was computed from unverified reset data.
 AI1135.No vertical observational check was made to the station.
 AI1135
 AI1135.The geoid height was determined by GEOID03.
 AI1135
 AI1135;                    North         East    Units  Estimated Accuracy
 AI1135;SPC NE       -   123,290.      482,810.      MT  (+/- 180 meters Scaled)
 AI1135
 AI1135                          SUPERSEDED SURVEY CONTROL
 AI1135
 AI1135.No superseded survey control is available for this station.
 AI1135
 AI1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL986331(NAD 83)
 AI1135_MARKER: DV = VERTICAL CONTROL DISK
 AI1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1135_STAMPING: R 6 1998
 AI1135_MARK LOGO: NGS   
 AI1135_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1135+STABILITY: SURFACE MOTION
 AI1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1135+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1135
 AI1135  HISTORY     - Date     Condition        Report By
 AI1135  HISTORY     - 1998     MONUMENTED       LOCENG
 AI1135
 AI1135                          STATION DESCRIPTION
 AI1135
 AI1135'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998
 AI1135'2.3 MI (3.7 KM) NORTHWEST NORTHWEST ALONG U.S.  HIGHWAY 30 AND THE
 AI1135'UNION PACIFIC RAILROAD FROM THE JUNCTION WITH STATE HIGHWAY 47, AT
 AI1135'GOTHENBURG, TO A FIELD ACCESS ROAD RUNNING SOUTH AND THE MARK ON THE
 AI1135'LEFT, AT HIGHWAY STATION 211+00, ABOUT 1000 FT (304.8 M) WEST OF
 AI1135'RAILROAD MILEPOST 251, ON RAILROAD RIGHT-OF-WAY IN THE NW1/4 SEC8,
 AI1135'T11N, R25W, A STANDARD NGS BENCH MARK DISK, SET INTO THE TOP OF A
 AI1135'ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE, 351 FT
 AI1135'(107.0 M) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 195.0 FT (59.4
 AI1135'M) SOUTHWEST OF THE NUMBER 1 MAIN TRACK, 20 FT (6.1 M) WEST OF THE
 AI1135'CENTERLINE OF THE ACCESS ROAD, 5.0 FT (1.5 M) NORTHEAST OF A BARBED
 AI1135'WIRE FENCE AND 1.10 FT (0.34 M) NORTH OF A WITNESS POST.  THE MARK
 AI1135'CONTAINS FERROUS MATERIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0770 ***********************************************************************
 ML0770  DESIGNATION -  R 60
 ML0770  PID         -  ML0770
 ML0770  STATE/COUNTY-  NE/CUSTER
 ML0770  USGS QUAD   -  EDDYVILLE NW (1974)
 ML0770
 ML0770                         *CURRENT SURVEY CONTROL
 ML0770  ___________________________________________________________________
 ML0770* NAD 83(1986)-  41 11 04.     (N)    099 43 21.     (W)     SCALED    
 ML0770* NAVD 88     -       742.147  (meters)    2434.86   (feet)  ADJUSTED  
 ML0770  ___________________________________________________________________
 ML0770  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 ML0770  DYNAMIC HT  -         741.745 (meters)    2433.54  (feet)  COMP
 ML0770  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 ML0770
 ML0770  VERT ORDER  -  SECOND    CLASS 0
 ML0770
 ML0770.The horizontal coordinates were scaled from a topographic map and have
 ML0770.an estimated accuracy of +/- 6 seconds.
 ML0770
 ML0770.The orthometric height was determined by differential leveling
 ML0770.and adjusted by the National Geodetic Survey in June 1991..
 ML0770
 ML0770.The geoid height was determined by GEOID03.
 ML0770
 ML0770.The dynamic height is computed by dividing the NAVD 88
 ML0770.geopotential number by the normal gravity value computed on the
 ML0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0770.degrees latitude (g = 980.6199 gals.).
 ML0770
 ML0770.The modeled gravity was interpolated from observed gravity values.
 ML0770
 ML0770;                    North         East    Units  Estimated Accuracy
 ML0770;SPC NE       -   150,050.      523,280.      MT  (+/- 180 meters Scaled)
 ML0770
 ML0770                          SUPERSEDED SURVEY CONTROL
 ML0770
 ML0770  NGVD 29 (??/??/92)  741.892  (m)         2434.02   (f) ADJ UNCH    2 0
 ML0770
 ML0770.Superseded values are not recommended for survey control.
 ML0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0770.See file dsdata.txt to determine how the superseded data were derived.
 ML0770
 ML0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML394594(NAD 83)
 ML0770_MARKER: DB = BENCH MARK DISK
 ML0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0770_STAMPING: R 60 1934
 ML0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0770+STABILITY: SURFACE MOTION
 ML0770
 ML0770  HISTORY     - Date     Condition        Report By
 ML0770  HISTORY     - 1934     MONUMENTED       CGS
 ML0770  HISTORY     - 1938     GOOD             NGS
 ML0770
 ML0770                          STATION DESCRIPTION
 ML0770
 ML0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0770'4.3 MI NW FROM OCONTO.
 ML0770'4.3 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 ML0770'AT OCONTO, 0.1 MILE SOUTH OF A BRIDGE OVER A WASH, 240 FEET
 ML0770'SOUTH OF THE CENTER OF A ROAD CROSSING LEADING NORTHWEST, 36 FEET
 ML0770'SOUTH OF THE SOUTHEAST CORNER OF A WOODEN BOX CULVERT, 25 FEET
 ML0770'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET WEST OF THE
 ML0770'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 60 1934 AND SET
 ML0770'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0102 ***********************************************************************
 NP0102  DESIGNATION -  R 61
 NP0102  PID         -  NP0102
 NP0102  STATE/COUNTY-  NE/SHERIDAN
 NP0102  USGS QUAD   -  ELLSWORTH (1989)
 NP0102
 NP0102                         *CURRENT SURVEY CONTROL
 NP0102  ___________________________________________________________________
 NP0102* NAD 83(1986)-  42 03 47.     (N)    102 20 56.     (W)     SCALED    
 NP0102* NAVD 88     -      1190.714  (meters)    3906.53   (feet)  ADJUSTED  
 NP0102  ___________________________________________________________________
 NP0102  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 NP0102  DYNAMIC HT  -        1190.021 (meters)    3904.26  (feet)  COMP
 NP0102  MODELED GRAV-     979,998.8   (mgal)                       NAVD 88
 NP0102
 NP0102  VERT ORDER  -  SECOND    CLASS 0
 NP0102
 NP0102.The horizontal coordinates were scaled from a topographic map and have
 NP0102.an estimated accuracy of +/- 6 seconds.
 NP0102
 NP0102.The orthometric height was determined by differential leveling
 NP0102.and adjusted by the National Geodetic Survey in June 1991..
 NP0102
 NP0102.The geoid height was determined by GEOID03.
 NP0102
 NP0102.The dynamic height is computed by dividing the NAVD 88
 NP0102.geopotential number by the normal gravity value computed on the
 NP0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0102.degrees latitude (g = 980.6199 gals.).
 NP0102
 NP0102.The modeled gravity was interpolated from observed gravity values.
 NP0102
 NP0102;                    North         East    Units  Estimated Accuracy
 NP0102;SPC NE       -   250,200.      305,670.      MT  (+/- 180 meters Scaled)
 NP0102
 NP0102                          SUPERSEDED SURVEY CONTROL
 NP0102
 NP0102  NGVD 29 (??/??/92) 1190.150  (m)         3904.68   (f) ADJ UNCH    2 0
 NP0102
 NP0102.Superseded values are not recommended for survey control.
 NP0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0102.See file dsdata.txt to determine how the superseded data were derived.
 NP0102
 NP0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG193601(NAD 83)
 NP0102_MARKER: DB = BENCH MARK DISK
 NP0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0102_STAMPING: R 61 1934
 NP0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0102+STABILITY: SURFACE MOTION
 NP0102
 NP0102  HISTORY     - Date     Condition        Report By
 NP0102  HISTORY     - 1934     MONUMENTED       CGS
 NP0102  HISTORY     - 1940     GOOD             NGS
 NP0102
 NP0102                          STATION DESCRIPTION
 NP0102
 NP0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NP0102'3.5 MI W FROM ELLSWORTH.
 NP0102'3.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0102'FROM THE STATION AT ELLSWORTH, SHERIDAN COUNTY, 5 RAILS WEST OF
 NP0102'MILEPOST 338, 53.5 FEET SOUTHWEST OF THE CENTER OF A DIRT-ROAD
 NP0102'CROSSING, 41 FEET WEST OF THE CENTERLINE OF THE ROAD, 29.2 FEET
 NP0102'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 2.5 FEET EAST OF A
 NP0102'4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE GROUND, AND
 NP0102'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED R 61 1934 AND
 NP0102'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT
 NP0102'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0253 ***********************************************************************
 NO0253  DESIGNATION -  R 62
 NO0253  PID         -  NO0253
 NO0253  STATE/COUNTY-  NE/HOOKER
 NO0253  USGS QUAD   -  HIRE SW (1987)
 NO0253
 NO0253                         *CURRENT SURVEY CONTROL
 NO0253  ___________________________________________________________________
 NO0253* NAD 83(1986)-  42 02 15.     (N)    101 23 30.     (W)     SCALED    
 NO0253* NAVD 88     -      1061.146  (meters)    3481.44   (feet)  ADJUSTED  
 NO0253  ___________________________________________________________________
 NO0253  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 NO0253  DYNAMIC HT  -        1060.564 (meters)    3479.53  (feet)  COMP
 NO0253  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 NO0253
 NO0253  VERT ORDER  -  SECOND    CLASS 0
 NO0253
 NO0253.The horizontal coordinates were scaled from a topographic map and have
 NO0253.an estimated accuracy of +/- 6 seconds.
 NO0253
 NO0253.The orthometric height was determined by differential leveling
 NO0253.and adjusted by the National Geodetic Survey in June 1991..
 NO0253
 NO0253.The geoid height was determined by GEOID03.
 NO0253
 NO0253.The dynamic height is computed by dividing the NAVD 88
 NO0253.geopotential number by the normal gravity value computed on the
 NO0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0253.degrees latitude (g = 980.6199 gals.).
 NO0253
 NO0253.The modeled gravity was interpolated from observed gravity values.
 NO0253
 NO0253;                    North         East    Units  Estimated Accuracy
 NO0253;SPC NE       -   245,650.      384,810.      MT  (+/- 180 meters Scaled)
 NO0253
 NO0253                          SUPERSEDED SURVEY CONTROL
 NO0253
 NO0253  NGVD 29 (??/??/92) 1060.730  (m)         3480.08   (f) ADJ UNCH    2 0
 NO0253
 NO0253.Superseded values are not recommended for survey control.
 NO0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0253.See file dsdata.txt to determine how the superseded data were derived.
 NO0253
 NO0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM020567(NAD 83)
 NO0253_MARKER: DB = BENCH MARK DISK
 NO0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0253_STAMPING: R 62 1934
 NO0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0253+STABILITY: SURFACE MOTION
 NO0253
 NO0253  HISTORY     - Date     Condition        Report By
 NO0253  HISTORY     - 1934     MONUMENTED       CGS
 NO0253  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NO0253
 NO0253                          STATION DESCRIPTION
 NO0253
 NO0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0253'6.9 MI E FROM WHITMAN.
 NO0253'IN HOOKER COUNTY, 6.9 MILES EAST ALONG THE CHICAGO, BURLINGTON
 NO0253'AND QUINCY RAILROAD FROM THE STATION AT WHITMAN, GRANT COUNTY,
 NO0253'115.6 FEET SOUTHEAST OF MILEPOST 287, 121 FEET SOUTHWEST OF
 NO0253'A STATION-ONE-MILE SIGN, AT THE SHOULDER OF A BORROW PIT BETWEEN
 NO0253'THE HIGHWAY AND THE TRACK, AND 91.9 FEET SOUTH OF THE MAIN
 NO0253'TRACK.  A STANDARD DISK, STAMPED R 62 1934 AND SET IN THE TOP
 NO0253'OF A CONCRETE POST.
 NO0253
 NO0253                          STATION RECOVERY (1985)
 NO0253
 NO0253'RECOVERY NOTE BY US POWER SQUADRON 1985 (DNB)
 NO0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0164 ***********************************************************************
 MM0164  DESIGNATION -  R 64
 MM0164  PID         -  MM0164
 MM0164  STATE/COUNTY-  NE/THOMAS
 MM0164  USGS QUAD   -  THEDFORD SE (1986)
 MM0164
 MM0164                         *CURRENT SURVEY CONTROL
 MM0164  ___________________________________________________________________
 MM0164* NAD 83(1986)-  41 51 12.     (N)    100 34 34.     (W)     SCALED    
 MM0164* NAVD 88     -       904.866  (meters)    2968.71   (feet)  ADJUSTED  
 MM0164  ___________________________________________________________________
 MM0164  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 MM0164  DYNAMIC HT  -         904.389 (meters)    2967.15  (feet)  COMP
 MM0164  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 MM0164
 MM0164  VERT ORDER  -  SECOND    CLASS 0
 MM0164
 MM0164.The horizontal coordinates were scaled from a topographic map and have
 MM0164.an estimated accuracy of +/- 6 seconds.
 MM0164
 MM0164.The orthometric height was determined by differential leveling
 MM0164.and adjusted by the National Geodetic Survey in June 1991..
 MM0164
 MM0164.The geoid height was determined by GEOID03.
 MM0164
 MM0164.The dynamic height is computed by dividing the NAVD 88
 MM0164.geopotential number by the normal gravity value computed on the
 MM0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0164.degrees latitude (g = 980.6199 gals.).
 MM0164
 MM0164.The modeled gravity was interpolated from observed gravity values.
 MM0164
 MM0164;                    North         East    Units  Estimated Accuracy
 MM0164;SPC NE       -   224,430.      452,180.      MT  (+/- 180 meters Scaled)
 MM0164
 MM0164                          SUPERSEDED SURVEY CONTROL
 MM0164
 MM0164  NGVD 29 (??/??/92)  904.551  (m)         2967.68   (f) ADJ UNCH    2 0
 MM0164
 MM0164.Superseded values are not recommended for survey control.
 MM0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0164.See file dsdata.txt to determine how the superseded data were derived.
 MM0164
 MM0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM691346(NAD 83)
 MM0164_MARKER: DB = BENCH MARK DISK
 MM0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0164_STAMPING: R 64 1934
 MM0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0164+STABILITY: SURFACE MOTION
 MM0164
 MM0164  HISTORY     - Date     Condition        Report By
 MM0164  HISTORY     - 1934     MONUMENTED       CGS
 MM0164
 MM0164                          STATION DESCRIPTION
 MM0164
 MM0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0164'9.5 MI S FROM THEDFORD.
 MM0164'ABOUT 9.5 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE CHICAGO,
 MM0164'BURLINGTON AND QUINCY RAILROAD STATION AT THEDFORD, THOMAS
 MM0164'COUNTY, ABOUT 0.2 MILE SOUTHWEST OF A SMALL HILL, 23 FEET
 MM0164'WEST OF THE CENTER LINE OF THE HIGHWAY, 14.7 FEET SOUTH OF A
 MM0164'FENCE CORNER, AND 1.9 FEET EAST OF THE FENCE.  A STANDARD
 MM0164'DISK, STAMPED R 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0469 ***********************************************************************
 NN0469  DESIGNATION -  R 67
 NN0469  PID         -  NN0469
 NN0469  STATE/COUNTY-  NE/BROWN
 NN0469  USGS QUAD   -  RAVEN (1982)
 NN0469
 NN0469                         *CURRENT SURVEY CONTROL
 NN0469  ___________________________________________________________________
 NN0469* NAD 83(1986)-  42 17 38.     (N)    099 52 01.     (W)     SCALED    
 NN0469* NAVD 88     -       812.978  (meters)    2667.25   (feet)  ADJUSTED  
 NN0469  ___________________________________________________________________
 NN0469  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 NN0469  DYNAMIC HT  -         812.614 (meters)    2666.05  (feet)  COMP
 NN0469  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 NN0469
 NN0469  VERT ORDER  -  SECOND    CLASS 0
 NN0469
 NN0469.The horizontal coordinates were scaled from a topographic map and have
 NN0469.an estimated accuracy of +/- 6 seconds.
 NN0469
 NN0469.The orthometric height was determined by differential leveling
 NN0469.and adjusted by the National Geodetic Survey in June 1991..
 NN0469
 NN0469.The geoid height was determined by GEOID03.
 NN0469
 NN0469.The dynamic height is computed by dividing the NAVD 88
 NN0469.geopotential number by the normal gravity value computed on the
 NN0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0469.degrees latitude (g = 980.6199 gals.).
 NN0469
 NN0469.The modeled gravity was interpolated from observed gravity values.
 NN0469
 NN0469;                    North         East    Units  Estimated Accuracy
 NN0469;SPC NE       -   273,200.      510,970.      MT  (+/- 180 meters Scaled)
 NN0469
 NN0469                          SUPERSEDED SURVEY CONTROL
 NN0469
 NN0469  NGVD 29 (??/??/92)  812.679  (m)         2666.26   (f) ADJ UNCH    2 0
 NN0469
 NN0469.Superseded values are not recommended for survey control.
 NN0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0469.See file dsdata.txt to determine how the superseded data were derived.
 NN0469
 NN0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM285827(NAD 83)
 NN0469_MARKER: DB = BENCH MARK DISK
 NN0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0469_STAMPING: R 67 1935
 NN0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0469+STABILITY: SURFACE MOTION
 NN0469
 NN0469  HISTORY     - Date     Condition        Report By
 NN0469  HISTORY     - 1935     MONUMENTED       CGS
 NN0469  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0469
 NN0469                          STATION DESCRIPTION
 NN0469
 NN0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0469'17.1 MI S FROM AINSWORTH.
 NN0469'ABOUT 17.1 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0469'COURTHOUSE AT AINSWORTH, BROWN COUNTY, AT THE WEST EDGE OF A
 NN0469'CURVE, ABOUT 61 FEET WEST OF A CORNER POST, 39.5 FEET SOUTH OF
 NN0469'THE CENTER LINE OF THE HIGHWAY, AND 1.7 FEET NORTH OF THE
 NN0469'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 67 1935 AND SET
 NN0469'IN THE TOP OF A CONCRETE POST.
 NN0469
 NN0469                          STATION RECOVERY (1975)
 NN0469
 NN0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0198 ***********************************************************************
 MM0198  DESIGNATION -  R 7
 MM0198  PID         -  MM0198
 MM0198  STATE/COUNTY-  NE/LINCOLN
 MM0198  USGS QUAD   -  HERSHEY WEST (1971)
 MM0198
 MM0198                         *CURRENT SURVEY CONTROL
 MM0198  ___________________________________________________________________
 MM0198* NAD 83(1986)-  41 09 35.     (N)    101 02 26.     (W)     SCALED    
 MM0198* NAVD 88     -       888.951  (meters)    2916.50   (feet)  ADJUSTED  
 MM0198  ___________________________________________________________________
 MM0198  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 MM0198  DYNAMIC HT  -         888.419 (meters)    2914.75  (feet)  COMP
 MM0198  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 MM0198
 MM0198  VERT ORDER  -  FIRST     CLASS II
 MM0198
 MM0198.The horizontal coordinates were scaled from a topographic map and have
 MM0198.an estimated accuracy of +/- 6 seconds.
 MM0198
 MM0198.The orthometric height was determined by differential leveling
 MM0198.and adjusted by the National Geodetic Survey in June 1991..
 MM0198
 MM0198.The geoid height was determined by GEOID03.
 MM0198
 MM0198.The dynamic height is computed by dividing the NAVD 88
 MM0198.geopotential number by the normal gravity value computed on the
 MM0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0198.degrees latitude (g = 980.6199 gals.).
 MM0198
 MM0198.The modeled gravity was interpolated from observed gravity values.
 MM0198
 MM0198;                    North         East    Units  Estimated Accuracy
 MM0198;SPC NE       -   147,790.      412,700.      MT  (+/- 180 meters Scaled)
 MM0198
 MM0198                          SUPERSEDED SURVEY CONTROL
 MM0198
 MM0198  NGVD 29 (02/14/92)  888.565  (m)         2915.23   (f) ADJUSTED    1 2
 MM0198
 MM0198.Superseded values are not recommended for survey control.
 MM0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0198.See file dsdata.txt to determine how the superseded data were derived.
 MM0198
 MM0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL287584(NAD 83)
 MM0198_MARKER: DB = BENCH MARK DISK
 MM0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0198_SP_SET: CONCRETE POST
 MM0198_STAMPING: R 7 1933 2915.289
 MM0198_MARK LOGO: CGS   
 MM0198_PROJECTION: RECESSED 18 CENTIMETERS
 MM0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0198+STABILITY: SURFACE MOTION
 MM0198
 MM0198  HISTORY     - Date     Condition        Report By
 MM0198  HISTORY     - 1933     MONUMENTED       CGS
 MM0198  HISTORY     - 1986     GOOD             NGS
 MM0198
 MM0198                          STATION DESCRIPTION
 MM0198
 MM0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0198'2 MI W FROM HERSHEY.
 MM0198'ABOUT 2.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0198'HERSHEY, LINCOLN COUNTY, ABOUT 8 POLES EAST OF MILEPOST 299, AT
 MM0198'A ROAD CROSSING, 60 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MM0198'79.6 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, ABOUT
 MM0198'106 FEET NORTH OF THE SOUTH RAILROAD RIGHT-OF-WAY FENCE, AND
 MM0198'13.3 FEET EAST OF THE EAST FENCE OF THE ROAD.  A STANDARD DISK,
 MM0198'STAMPED 2915.289 R 7 1933 AND SET IN THE TOP OF A CONCRETE
 MM0198'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MM0198
 MM0198                          STATION RECOVERY (1986)
 MM0198
 MM0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0198'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM (2.0
 MM0198'MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE ROUTE 56 C AT
 MM0198'HERSHEY, THENCE 0.4 KM (0.27 MI) SOUTH ALONG A GRAVEL ROAD, AT THE
 MM0198'CROSSING OF THE UNION PACIFIC RAILROAD, AND IN-LINE WITH A POWER LINE,
 MM0198'24.4 METERS (80 FT) SOUTH OF THE SOUTH RAIL, 2.0 METERS (6.6 FT)
 MM0198'EAST-NORTHEAST OF THE SOUTH 1 OF 2 POWER LINE BRACE POLES AND
 MM0198'0.48 METER (1.6 FT) NORTH OF A WOODEN WITNESS POST.
 MM0198'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 MM0198'THE MARK IS 0.61 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0513 ***********************************************************************
 ML0513  DESIGNATION -  R 70
 ML0513  PID         -  ML0513
 ML0513  STATE/COUNTY-  NE/WHEELER
 ML0513  USGS QUAD   -  BARTLETT (1985)
 ML0513
 ML0513                         *CURRENT SURVEY CONTROL
 ML0513  ___________________________________________________________________
 ML0513* NAD 83(1986)-  41 53 05.     (N)    098 35 11.     (W)     SCALED    
 ML0513* NAVD 88     -       664.745  (meters)    2180.92   (feet)  ADJUSTED  
 ML0513  ___________________________________________________________________
 ML0513  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ML0513  DYNAMIC HT  -         664.447 (meters)    2179.94  (feet)  COMP
 ML0513  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 ML0513
 ML0513  VERT ORDER  -  SECOND    CLASS 0
 ML0513
 ML0513.The horizontal coordinates were scaled from a topographic map and have
 ML0513.an estimated accuracy of +/- 6 seconds.
 ML0513
 ML0513.The orthometric height was determined by differential leveling
 ML0513.and adjusted by the National Geodetic Survey in June 1991..
 ML0513
 ML0513.The geoid height was determined by GEOID03.
 ML0513
 ML0513.The dynamic height is computed by dividing the NAVD 88
 ML0513.geopotential number by the normal gravity value computed on the
 ML0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0513.degrees latitude (g = 980.6199 gals.).
 ML0513
 ML0513.The modeled gravity was interpolated from observed gravity values.
 ML0513
 ML0513;                    North         East    Units  Estimated Accuracy
 ML0513;SPC NE       -   228,720.      617,290.      MT  (+/- 180 meters Scaled)
 ML0513
 ML0513                          SUPERSEDED SURVEY CONTROL
 ML0513
 ML0513  NGVD 29 (??/??/92)  664.518  (m)         2180.17   (f) ADJ UNCH    2 0
 ML0513
 ML0513.Superseded values are not recommended for survey control.
 ML0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0513.See file dsdata.txt to determine how the superseded data were derived.
 ML0513
 ML0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM343370(NAD 83)
 ML0513_MARKER: DB = BENCH MARK DISK
 ML0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0513_STAMPING: R-70 1935
 ML0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0513+STABILITY: SURFACE MOTION
 ML0513
 ML0513  HISTORY     - Date     Condition        Report By
 ML0513  HISTORY     - 1935     MONUMENTED       CGS
 ML0513  HISTORY     - 1938     GOOD             NGS
 ML0513  HISTORY     - 1950     GOOD             USGS
 ML0513
 ML0513                          STATION DESCRIPTION
 ML0513
 ML0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0513'1.6 MI SW FROM BARTLETT.
 ML0513'1.6 MILES SOUTHWEST OF THE COURTHOUSE AT BARTLETT, ALONG STATE
 ML0513'HIGHWAY NO. 53 BETWEEN BARTLETT AND BURWELL, ON A FLAT TOPPED
 ML0513'HILL 150 FEET LONG, 92.1 FEET EAST OF A NORTH-SOUTH FENCE,
 ML0513'30.2 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1.3 FEET NORTH
 ML0513'OF THE RIGHT OF WAY FENCE.  A STANDARD DISK SET HORIZONTAL IN
 ML0513'A PRECAST CONCRETE POST.
 ML0513
 ML0513                          STATION RECOVERY (1950)
 ML0513
 ML0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 ML0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0612 ***********************************************************************
 ML0612  DESIGNATION -  R 71
 ML0612  PID         -  ML0612
 ML0612  STATE/COUNTY-  NE/LOUP
 ML0612  USGS QUAD   -  BURWELL (1952)
 ML0612
 ML0612                         *CURRENT SURVEY CONTROL
 ML0612  ___________________________________________________________________
 ML0612* NAD 83(1986)-  41 45 44.     (N)    099 13 19.     (W)     SCALED    
 ML0612* NAVD 88     -       677.879  (meters)    2224.01   (feet)  ADJUSTED  
 ML0612  ___________________________________________________________________
 ML0612  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 ML0612  DYNAMIC HT  -         677.549 (meters)    2222.93  (feet)  COMP
 ML0612  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 ML0612
 ML0612  VERT ORDER  -  SECOND    CLASS 0
 ML0612
 ML0612.The horizontal coordinates were scaled from a topographic map and have
 ML0612.an estimated accuracy of +/- 6 seconds.
 ML0612
 ML0612.The orthometric height was determined by differential leveling
 ML0612.and adjusted by the National Geodetic Survey in June 1991..
 ML0612
 ML0612.The geoid height was determined by GEOID03.
 ML0612
 ML0612.The dynamic height is computed by dividing the NAVD 88
 ML0612.geopotential number by the normal gravity value computed on the
 ML0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0612.degrees latitude (g = 980.6199 gals.).
 ML0612
 ML0612.The modeled gravity was interpolated from observed gravity values.
 ML0612
 ML0612;                    North         East    Units  Estimated Accuracy
 ML0612;SPC NE       -   214,450.      564,680.      MT  (+/- 180 meters Scaled)
 ML0612
 ML0612                          SUPERSEDED SURVEY CONTROL
 ML0612
 ML0612  NGVD 29 (??/??/92)  677.617  (m)         2223.15   (f) ADJ UNCH    2 0
 ML0612
 ML0612.Superseded values are not recommended for survey control.
 ML0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0612.See file dsdata.txt to determine how the superseded data were derived.
 ML0612
 ML0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM815234(NAD 83)
 ML0612_MARKER: DB = BENCH MARK DISK
 ML0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0612_STAMPING: R-71 1935
 ML0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0612+STABILITY: SURFACE MOTION
 ML0612
 ML0612  HISTORY     - Date     Condition        Report By
 ML0612  HISTORY     - 1935     MONUMENTED       CGS
 ML0612
 ML0612                          STATION DESCRIPTION
 ML0612
 ML0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0612'5.2 MI SW FROM BURWELL.
 ML0612'5.22 MILES SOUTHWEST OF THE COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0612'HIGHWAY 53 BETWEEN BURWELL AND TAYLOR, AT A HIGHWAY CURVE, 48
 ML0612'FEET WEST OF THE CENTER LINE OF THE HIGHWAY EXTENDED TO THE
 ML0612'SOUTH, 9 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY EXTENDED
 ML0612'TO THE EAST, AND 66 FEET WEST OF THE GARFIELD-LOUP COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0076 ***********************************************************************
 NP0076  DESIGNATION -  R 74
 NP0076  PID         -  NP0076
 NP0076  STATE/COUNTY-  NE/SHERIDAN
 NP0076  USGS QUAD   -  GAUNT LAKE (1989)
 NP0076
 NP0076                         *CURRENT SURVEY CONTROL
 NP0076  ___________________________________________________________________
 NP0076* NAD 83(1986)-  42 05 53.     (N)    102 14 09.     (W)     SCALED    
 NP0076* NAVD 88     -      1194.333  (meters)    3918.41   (feet)  ADJUSTED  
 NP0076  ___________________________________________________________________
 NP0076  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 NP0076  DYNAMIC HT  -        1193.642 (meters)    3916.14  (feet)  COMP
 NP0076  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 NP0076
 NP0076  VERT ORDER  -  SECOND    CLASS 0
 NP0076
 NP0076.The horizontal coordinates were scaled from a topographic map and have
 NP0076.an estimated accuracy of +/- 6 seconds.
 NP0076
 NP0076.The orthometric height was determined by differential leveling
 NP0076.and adjusted by the National Geodetic Survey in June 1991..
 NP0076
 NP0076.The geoid height was determined by GEOID03.
 NP0076
 NP0076.The dynamic height is computed by dividing the NAVD 88
 NP0076.geopotential number by the normal gravity value computed on the
 NP0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0076.degrees latitude (g = 980.6199 gals.).
 NP0076
 NP0076.The modeled gravity was interpolated from observed gravity values.
 NP0076
 NP0076;                    North         East    Units  Estimated Accuracy
 NP0076;SPC NE       -   253,840.      315,120.      MT  (+/- 180 meters Scaled)
 NP0076
 NP0076                          SUPERSEDED SURVEY CONTROL
 NP0076
 NP0076  NGVD 29 (??/??/92) 1193.771  (m)         3916.56   (f) ADJ UNCH    2 0
 NP0076
 NP0076.Superseded values are not recommended for survey control.
 NP0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0076.See file dsdata.txt to determine how the superseded data were derived.
 NP0076
 NP0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG285643(NAD 83)
 NP0076_MARKER: DB = BENCH MARK DISK
 NP0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0076_STAMPING: R 74 1934
 NP0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0076+STABILITY: SURFACE MOTION
 NP0076
 NP0076  HISTORY     - Date     Condition        Report By
 NP0076  HISTORY     - 1934     MONUMENTED       CGS
 NP0076  HISTORY     - 1941     MARK NOT FOUND   NGS
 NP0076
 NP0076                          STATION DESCRIPTION
 NP0076
 NP0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NP0076'3.8 MI N FROM ELLSWORTH.
 NP0076'3.8 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 NP0076'BURLINGTON AND QUINCY RAILROAD STATION AT ELLSWORTH, SHERIDAN
 NP0076'COUNTY, 0.5 MILE SOUTH OF A LAKE, 0.3 MILE WEST OF A WINDMILL
 NP0076'AND FEEDING SHEDS, 17-1/2 FEET WEST OF THE CENTERLINE OF THE
 NP0076'HIGHWAY, 3 FEET EAST OF A NORTH-AND-SOUTH FENCE, AND 2-1/2 FEET
 NP0076'NORTH OF AND EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED
 NP0076'R 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0063 ***********************************************************************
 NP0063  DESIGNATION -  R 75
 NP0063  PID         -  NP0063
 NP0063  STATE/COUNTY-  NE/SHERIDAN
 NP0063  USGS QUAD   -  BOVEE VALLEY WEST (1969)
 NP0063
 NP0063                         *CURRENT SURVEY CONTROL
 NP0063  ___________________________________________________________________
 NP0063* NAD 83(1986)-  42 36 42.     (N)    102 12 16.     (W)     SCALED    
 NP0063* NAVD 88     -      1117.587  (meters)    3666.62   (feet)  ADJUSTED  
 NP0063  ___________________________________________________________________
 NP0063  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 NP0063  DYNAMIC HT  -        1117.030 (meters)    3664.79  (feet)  COMP
 NP0063  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 NP0063
 NP0063  VERT ORDER  -  SECOND    CLASS 0
 NP0063
 NP0063.The horizontal coordinates were scaled from a topographic map and have
 NP0063.an estimated accuracy of +/- 6 seconds.
 NP0063
 NP0063.The orthometric height was determined by differential leveling
 NP0063.and adjusted by the National Geodetic Survey in June 1991..
 NP0063
 NP0063.The geoid height was determined by GEOID03.
 NP0063
 NP0063.The dynamic height is computed by dividing the NAVD 88
 NP0063.geopotential number by the normal gravity value computed on the
 NP0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0063.degrees latitude (g = 980.6199 gals.).
 NP0063
 NP0063.The modeled gravity was interpolated from observed gravity values.
 NP0063
 NP0063;                    North         East    Units  Estimated Accuracy
 NP0063;SPC NE       -   310,790.      319,170.      MT  (+/- 180 meters Scaled)
 NP0063
 NP0063                          SUPERSEDED SURVEY CONTROL
 NP0063
 NP0063  NGVD 29 (??/??/92) 1117.084  (m)         3664.97   (f) ADJ UNCH    2 0
 NP0063
 NP0063.Superseded values are not recommended for survey control.
 NP0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0063.See file dsdata.txt to determine how the superseded data were derived.
 NP0063
 NP0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH292214(NAD 83)
 NP0063_MARKER: DB = BENCH MARK DISK
 NP0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0063_STAMPING: R 75 1934
 NP0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0063+STABILITY: SURFACE MOTION
 NP0063
 NP0063  HISTORY     - Date     Condition        Report By
 NP0063  HISTORY     - 1934     MONUMENTED       CGS
 NP0063
 NP0063                          STATION DESCRIPTION
 NP0063
 NP0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0063'13.6 MI S FROM GORDON.
 NP0063'13.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0063'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, 0.5
 NP0063'MILE SOUTH OF A SCHOOL, AT THE FIRST HILL SOUTH OF THE SCHOOL,
 NP0063'35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 28 FEET SOUTH
 NP0063'OF A FENCE CORNER, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 NP0063'A STANDARD DISK, STAMPED R 75 1934 AND SET IN THE TOP OF A
 NP0063'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0218 ***********************************************************************
 MN0218  DESIGNATION -  R 76
 MN0218  PID         -  MN0218
 MN0218  STATE/COUNTY-  NE/KIMBALL
 MN0218  USGS QUAD   -  DIX (1972)
 MN0218
 MN0218                         *CURRENT SURVEY CONTROL
 MN0218  ___________________________________________________________________
 MN0218* NAD 83(1986)-  41 13 54.     (N)    103 26 57.     (W)     SCALED    
 MN0218* NAVD 88     -      1375.381  (meters)    4512.40   (feet)  ADJUSTED  
 MN0218  ___________________________________________________________________
 MN0218  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 MN0218  DYNAMIC HT  -        1374.377 (meters)    4509.10  (feet)  COMP
 MN0218  MODELED GRAV-     979,845.9   (mgal)                       NAVD 88
 MN0218
 MN0218  VERT ORDER  -  SECOND    CLASS 0
 MN0218
 MN0218.The horizontal coordinates were scaled from a topographic map and have
 MN0218.an estimated accuracy of +/- 6 seconds.
 MN0218
 MN0218.The orthometric height was determined by differential leveling
 MN0218.and adjusted by the National Geodetic Survey in June 1991..
 MN0218
 MN0218.The geoid height was determined by GEOID03.
 MN0218
 MN0218.The dynamic height is computed by dividing the NAVD 88
 MN0218.geopotential number by the normal gravity value computed on the
 MN0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0218.degrees latitude (g = 980.6199 gals.).
 MN0218
 MN0218.The modeled gravity was interpolated from observed gravity values.
 MN0218
 MN0218;                    North         East    Units  Estimated Accuracy
 MN0218;SPC NE       -   161,020.      210,990.      MT  (+/- 180 meters Scaled)
 MN0218
 MN0218                          SUPERSEDED SURVEY CONTROL
 MN0218
 MN0218  NGVD 29 (??/??/92) 1374.713  (m)         4510.20   (f) ADJ UNCH    2 0
 MN0218
 MN0218.Superseded values are not recommended for survey control.
 MN0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0218.See file dsdata.txt to determine how the superseded data were derived.
 MN0218
 MN0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF299656(NAD 83)
 MN0218_MARKER: DB = BENCH MARK DISK
 MN0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0218_STAMPING: R 76 1934
 MN0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0218+STABILITY: SURFACE MOTION
 MN0218
 MN0218  HISTORY     - Date     Condition        Report By
 MN0218  HISTORY     - 1934     MONUMENTED       CGS
 MN0218  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0218
 MN0218                          STATION DESCRIPTION
 MN0218
 MN0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0218'2 MI E FROM DIX.
 MN0218'2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0218'AT DIX, KIMBALL COUNTY, 0.4 MILE WEST OF MILEPOST 433, 38.5
 MN0218'FEET SOUTH OF THE SOUTH RAIL, 8.8 FEET NORTH OF A FENCE, AND
 MN0218'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MN0218'R 76 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 MN0218'BENCH MARK WAS SEARCHED FOR BUT NOT RECOVERED IN FEBRUARY 1943.
 MN0218
 MN0218                          STATION RECOVERY (1972)
 MN0218
 MN0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0567 ***********************************************************************
 MK0567  DESIGNATION -  R 77
 MK0567  PID         -  MK0567
 MK0567  STATE/COUNTY-  NE/DOUGLAS
 MK0567  USGS QUAD   -  VALLEY (1983)
 MK0567
 MK0567                         *CURRENT SURVEY CONTROL
 MK0567  ___________________________________________________________________
 MK0567* NAD 83(1986)-  41 16 55.     (N)    096 15 23.     (W)     SCALED    
 MK0567* NAVD 88     -       350.204  (meters)    1148.96   (feet)  ADJUSTED  
 MK0567  ___________________________________________________________________
 MK0567  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 MK0567  DYNAMIC HT  -         350.045 (meters)    1148.44  (feet)  COMP
 MK0567  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 MK0567
 MK0567  VERT ORDER  -  SECOND    CLASS 0
 MK0567
 MK0567.The horizontal coordinates were scaled from a topographic map and have
 MK0567.an estimated accuracy of +/- 6 seconds.
 MK0567
 MK0567.The orthometric height was determined by differential leveling
 MK0567.and adjusted by the National Geodetic Survey in June 1991..
 MK0567
 MK0567.The geoid height was determined by GEOID03.
 MK0567
 MK0567.The dynamic height is computed by dividing the NAVD 88
 MK0567.geopotential number by the normal gravity value computed on the
 MK0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0567.degrees latitude (g = 980.6199 gals.).
 MK0567
 MK0567.The modeled gravity was interpolated from observed gravity values.
 MK0567
 MK0567;                    North         East    Units  Estimated Accuracy
 MK0567;SPC NE       -   167,620.      813,420.      MT  (+/- 180 meters Scaled)
 MK0567
 MK0567                          SUPERSEDED SURVEY CONTROL
 MK0567
 MK0567  NGVD 29 (??/??/92)  350.084  (m)         1148.57   (f) ADJ UNCH    2 0
 MK0567
 MK0567.Superseded values are not recommended for survey control.
 MK0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0567.See file dsdata.txt to determine how the superseded data were derived.
 MK0567
 MK0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL297736(NAD 83)
 MK0567_MARKER: DB = BENCH MARK DISK
 MK0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0567_STAMPING: R 77 1934
 MK0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0567+STABILITY: SURFACE MOTION
 MK0567
 MK0567  HISTORY     - Date     Condition        Report By
 MK0567  HISTORY     - 1934     MONUMENTED       CGS
 MK0567  HISTORY     - 1947     GOOD             NGS
 MK0567
 MK0567                          STATION DESCRIPTION
 MK0567
 MK0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0567'1.1 MI W FROM ELKHORN.
 MK0567'1.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0567'AT ELKHORN, DOUGLAS COUNTY, 25 RAILS EAST OF MILEPOST 23, 25 FEET
 MK0567'SOUTH OF THE SOUTH RAIL OF THE TRACK, AND 27 FEET NORTH OF A
 MK0567'FENCE.  A STANDARD DISK, STAMPED R 77 1934 AND SET IN THE TOP
 MK0567'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0688 ***********************************************************************
 MJ0688  DESIGNATION -  R 78
 MJ0688  PID         -  MJ0688
 MJ0688  STATE/COUNTY-  NE/CASS
 MJ0688  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0688
 MJ0688                         *CURRENT SURVEY CONTROL
 MJ0688  ___________________________________________________________________
 MJ0688* NAD 83(1986)-  41 01 25.     (N)    095 53 51.     (W)     SCALED    
 MJ0688* NAVD 88     -       326.272  (meters)    1070.44   (feet)  ADJUSTED  
 MJ0688  ___________________________________________________________________
 MJ0688  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 MJ0688  DYNAMIC HT  -         326.134 (meters)    1069.99  (feet)  COMP
 MJ0688  MODELED GRAV-     980,191.9   (mgal)                       NAVD 88
 MJ0688
 MJ0688  VERT ORDER  -  SECOND    CLASS 0
 MJ0688
 MJ0688.The horizontal coordinates were scaled from a topographic map and have
 MJ0688.an estimated accuracy of +/- 6 seconds.
 MJ0688
 MJ0688.The orthometric height was determined by differential leveling
 MJ0688.and adjusted by the National Geodetic Survey in June 1991..
 MJ0688.WARNING-Repeat measurements at this control monument indicate possible
 MJ0688.vertical movement.
 MJ0688
 MJ0688.The geoid height was determined by GEOID03.
 MJ0688
 MJ0688.The dynamic height is computed by dividing the NAVD 88
 MJ0688.geopotential number by the normal gravity value computed on the
 MJ0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0688.degrees latitude (g = 980.6199 gals.).
 MJ0688
 MJ0688.The modeled gravity was interpolated from observed gravity values.
 MJ0688
 MJ0688;                    North         East    Units  Estimated Accuracy
 MJ0688;SPC NE       -   140,330.      844,810.      MT  (+/- 180 meters Scaled)
 MJ0688
 MJ0688                          SUPERSEDED SURVEY CONTROL
 MJ0688
 MJ0688  NGVD 29 (??/??/92)  326.172  (m)         1070.12   (f) ADJ UNCH    2 0
 MJ0688
 MJ0688.Superseded values are not recommended for survey control.
 MJ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0688.See file dsdata.txt to determine how the superseded data were derived.
 MJ0688
 MJ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF563454(NAD 83)
 MJ0688_MARKER: DB = BENCH MARK DISK
 MJ0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0688_STAMPING: R 78 1934
 MJ0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0688+STABILITY: SURFACE MOTION
 MJ0688
 MJ0688  HISTORY     - Date     Condition        Report By
 MJ0688  HISTORY     - 1934     MONUMENTED       CGS
 MJ0688  HISTORY     - 1947     GOOD             NGS
 MJ0688
 MJ0688                          STATION DESCRIPTION
 MJ0688
 MJ0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MJ0688'0.5 MI N FROM PLATTSMOUTH.
 MJ0688'0.5 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 MJ0688'STATION AT PLATTSMOUTH, CASS COUNTY, AT A ROAD CROSSING, 50.4
 MJ0688'FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 45.9 FEET WEST OF
 MJ0688'THE WEST RAIL OF THE MAIN TRACK, 4.5 FEET WEST OF A POLE, AND 2.3
 MJ0688'FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED R 78 1934 AND
 MJ0688'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0697 ***********************************************************************
 MK0697  DESIGNATION -  R 79
 MK0697  PID         -  MK0697
 MK0697  STATE/COUNTY-  NE/SAUNDERS
 MK0697  USGS QUAD   -  ASHLAND EAST (1983)
 MK0697
 MK0697                         *CURRENT SURVEY CONTROL
 MK0697  ___________________________________________________________________
 MK0697* NAD 83(1986)-  41 02 53.     (N)    096 20 51.     (W)     SCALED    
 MK0697* NAVD 88     -       326.449  (meters)    1071.02   (feet)  ADJUSTED  
 MK0697  ___________________________________________________________________
 MK0697  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 MK0697  DYNAMIC HT  -         326.315 (meters)    1070.59  (feet)  COMP
 MK0697  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 MK0697
 MK0697  VERT ORDER  -  SECOND    CLASS 0
 MK0697
 MK0697.The horizontal coordinates were scaled from a topographic map and have
 MK0697.an estimated accuracy of +/- 6 seconds.
 MK0697
 MK0697.The orthometric height was determined by differential leveling
 MK0697.and adjusted by the National Geodetic Survey in June 1991..
 MK0697
 MK0697.The geoid height was determined by GEOID03.
 MK0697
 MK0697.The dynamic height is computed by dividing the NAVD 88
 MK0697.geopotential number by the normal gravity value computed on the
 MK0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0697.degrees latitude (g = 980.6199 gals.).
 MK0697
 MK0697.The modeled gravity was interpolated from observed gravity values.
 MK0697
 MK0697;                    North         East    Units  Estimated Accuracy
 MK0697;SPC NE       -   141,350.      806,890.      MT  (+/- 180 meters Scaled)
 MK0697
 MK0697                          SUPERSEDED SURVEY CONTROL
 MK0697
 MK0697  NGVD 29 (??/??/92)  326.347  (m)         1070.69   (f) ADJ UNCH    2 0
 MK0697
 MK0697.Superseded values are not recommended for survey control.
 MK0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0697.See file dsdata.txt to determine how the superseded data were derived.
 MK0697
 MK0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL229474(NAD 83)
 MK0697_MARKER: DB = BENCH MARK DISK
 MK0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0697_SP_SET: BRIDGE
 MK0697_STAMPING: R 79 1935
 MK0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0697
 MK0697  HISTORY     - Date     Condition        Report By
 MK0697  HISTORY     - 1935     MONUMENTED       CGS
 MK0697  HISTORY     - 1950     GOOD             NGS
 MK0697
 MK0697                          STATION DESCRIPTION
 MK0697
 MK0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0697'0.9 MI NE FROM ASHLAND.
 MK0697'0.9 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0697'RAILROAD FROM THE STATION AT ASHLAND, SAUNDERS COUNTY, 1.4 MILES
 MK0697'WEST OF THE BRIDGE OVER PLATTE RIVER, 0.3 MILE EAST OF THE
 MK0697'JUNCTION OF THE UNION PACIFIC RAILROAD, AT BRIDGE 46.29, IN THE
 MK0697'TOP OF THE WEST END OF THE SOUTHWEST CONCRETE ABUTMENT, AND 6.4
 MK0697'FEET NORTHWEST OF THE NORTHWEST RAIL.  A STANDARD DISK, STAMPED
 MK0697'R 79 1935.
 MK0697
 MK0697                          STATION RECOVERY (1950)
 MK0697
 MK0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0229 ***********************************************************************
 MM0229  DESIGNATION -  R 8
 MM0229  PID         -  MM0229
 MM0229  STATE/COUNTY-  NE/KEITH
 MM0229  USGS QUAD   -  BRULE (1961)
 MM0229
 MM0229                         *CURRENT SURVEY CONTROL
 MM0229  ___________________________________________________________________
 MM0229* NAD 83(1986)-  41 05 16.     (N)    101 55 17.     (W)     SCALED    
 MM0229* NAVD 88     -      1008.019  (meters)    3307.14   (feet)  ADJUSTED  
 MM0229  ___________________________________________________________________
 MM0229  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 MM0229  DYNAMIC HT  -        1007.381 (meters)    3305.05  (feet)  COMP
 MM0229  MODELED GRAV-     979,956.8   (mgal)                       NAVD 88
 MM0229
 MM0229  VERT ORDER  -  FIRST     CLASS II
 MM0229
 MM0229.The horizontal coordinates were scaled from a topographic map and have
 MM0229.an estimated accuracy of +/- 6 seconds.
 MM0229
 MM0229.The orthometric height was determined by differential leveling
 MM0229.and adjusted by the National Geodetic Survey in June 1991..
 MM0229
 MM0229.The geoid height was determined by GEOID03.
 MM0229
 MM0229.The dynamic height is computed by dividing the NAVD 88
 MM0229.geopotential number by the normal gravity value computed on the
 MM0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0229.degrees latitude (g = 980.6199 gals.).
 MM0229
 MM0229.The modeled gravity was interpolated from observed gravity values.
 MM0229
 MM0229;                    North         East    Units  Estimated Accuracy
 MM0229;SPC NE       -   141,070.      338,620.      MT  (+/- 180 meters Scaled)
 MM0229
 MM0229                          SUPERSEDED SURVEY CONTROL
 MM0229
 MM0229  NGVD 29 (??/??/92) 1007.579  (m)         3305.70   (f) ADJ UNCH    1 2
 MM0229
 MM0229.Superseded values are not recommended for survey control.
 MM0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0229.See file dsdata.txt to determine how the superseded data were derived.
 MM0229
 MM0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL546526(NAD 83)
 MM0229_MARKER: DB = BENCH MARK DISK
 MM0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0229_STAMPING: 3305.699 R 8 1933
 MM0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0229+STABILITY: SURFACE MOTION
 MM0229
 MM0229  HISTORY     - Date     Condition        Report By
 MM0229  HISTORY     - 1933     MONUMENTED       CGS
 MM0229  HISTORY     - 1941     GOOD             NGS
 MM0229  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0229
 MM0229                          STATION DESCRIPTION
 MM0229
 MM0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0229'1.9 MI W FROM BRULE.
 MM0229'ABOUT 1.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MM0229'BRULE, KEITH COUNTY, ABOUT 14-1/2 POLES EAST OF MILEPOST 346, AT
 MM0229'A PRIVATE-ROAD CROSSING, 34 FEET EAST OF THE CENTER LINE OF THE
 MM0229'ROAD, 79.7 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK,
 MM0229'ABOUT 106 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND IN LINE
 MM0229'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 3305.699 R 8 1933
 MM0229'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 MM0229'ABOVE GROUND.
 MM0229
 MM0229                          STATION RECOVERY (1941)
 MM0229
 MM0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MM0229'RECOVERED IN GOOD CONDITION.
 MM0229
 MM0229                          STATION RECOVERY (1986)
 MM0229
 MM0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0229'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0409 ***********************************************************************
 LG0409  DESIGNATION -  R 80
 LG0409  PID         -  LG0409
 LG0409  STATE/COUNTY-  NE/SEWARD
 LG0409  USGS QUAD   -  PLEASANT DALE (1972)
 LG0409
 LG0409                         *CURRENT SURVEY CONTROL
 LG0409  ___________________________________________________________________
 LG0409* NAD 83(1986)-  40 46 53.     (N)    096 56 07.     (W)     SCALED    
 LG0409* NAVD 88     -       411.094  (meters)    1348.73   (feet)  ADJUSTED  
 LG0409  ___________________________________________________________________
 LG0409  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 LG0409  DYNAMIC HT  -         410.885 (meters)    1348.05  (feet)  COMP
 LG0409  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 LG0409
 LG0409  VERT ORDER  -  SECOND    CLASS 0
 LG0409
 LG0409.The horizontal coordinates were scaled from a topographic map and have
 LG0409.an estimated accuracy of +/- 6 seconds.
 LG0409
 LG0409.The orthometric height was determined by differential leveling
 LG0409.and adjusted by the National Geodetic Survey in June 1991..
 LG0409
 LG0409.The geoid height was determined by GEOID03.
 LG0409
 LG0409.The dynamic height is computed by dividing the NAVD 88
 LG0409.geopotential number by the normal gravity value computed on the
 LG0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0409.degrees latitude (g = 980.6199 gals.).
 LG0409
 LG0409.The modeled gravity was interpolated from observed gravity values.
 LG0409
 LG0409;                    North         East    Units  Estimated Accuracy
 LG0409;SPC NE       -   109,840.      758,580.      MT  (+/- 180 meters Scaled)
 LG0409
 LG0409                          SUPERSEDED SURVEY CONTROL
 LG0409
 LG0409  NGVD 29 (??/??/92)  410.944  (m)         1348.24   (f) ADJ UNCH    2 0
 LG0409
 LG0409.Superseded values are not recommended for survey control.
 LG0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0409.See file dsdata.txt to determine how the superseded data were derived.
 LG0409
 LG0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL742165(NAD 83)
 LG0409_MARKER: DB = BENCH MARK DISK
 LG0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0409_STAMPING: R 80 1935
 LG0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0409+STABILITY: SURFACE MOTION
 LG0409
 LG0409  HISTORY     - Date     Condition        Report By
 LG0409  HISTORY     - 1935     MONUMENTED       CGS
 LG0409  HISTORY     - 1939     GOOD             NGS
 LG0409
 LG0409                          STATION DESCRIPTION
 LG0409
 LG0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LG0409'IN PLEASANT DALE.
 LG0409'AT PLEASANT DALE, SEWARD COUNTY, ON THE CHICAGO, BURLINGTON
 LG0409'AND QUINCY RAILROAD, 92.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LG0409'OF THE STATION, 56.7 FEET SOUTH OF THE SOUTH RAIL, AND 12.3 FEET
 LG0409'EAST OF A SECTION-HOUSE SHED.  A STANDARD DISK, STAMPED R 80
 LG0409'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1269 ***********************************************************************
 MK1269  DESIGNATION -  R 81
 MK1269  PID         -  MK1269
 MK1269  STATE/COUNTY-  NE/BUTLER
 MK1269  USGS QUAD   -  BRAINARD (1965)
 MK1269
 MK1269                         *CURRENT SURVEY CONTROL
 MK1269  ___________________________________________________________________
 MK1269* NAD 83(1995)-  41 12 29.58047(N)    097 00 21.44070(W)     ADJUSTED  
 MK1269* NAVD 88     -       514.003  (meters)    1686.36   (feet)  ADJUSTED  
 MK1269  ___________________________________________________________________
 MK1269  X           -    -586,170.110 (meters)                     COMP
 MK1269  Y           -  -4,769,873.411 (meters)                     COMP
 MK1269  Z           -   4,180,168.543 (meters)                     COMP
 MK1269  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 MK1269  ELLIP HEIGHT-         487.65  (meters)          (03/30/05) GPS OBS
 MK1269  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 MK1269  DYNAMIC HT  -         513.749 (meters)    1685.52  (feet)  COMP
 MK1269  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 MK1269
 MK1269  HORZ ORDER  -  B
 MK1269  VERT ORDER  -  SECOND    CLASS 0
 MK1269  ELLP ORDER  -  THIRD     CLASS I
 MK1269
 MK1269.The horizontal coordinates were established by GPS observations
 MK1269.and adjusted by the National Geodetic Survey in March 2005..
 MK1269
 MK1269.The orthometric height was determined by differential leveling
 MK1269.and adjusted by the National Geodetic Survey in June 1991..
 MK1269
 MK1269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK1269
 MK1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1269
 MK1269.The ellipsoidal height was determined by GPS observations
 MK1269.and is referenced to NAD 83.
 MK1269
 MK1269.The geoid height was determined by GEOID03.
 MK1269
 MK1269.The dynamic height is computed by dividing the NAVD 88
 MK1269.geopotential number by the normal gravity value computed on the
 MK1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1269.degrees latitude (g = 980.6199 gals.).
 MK1269
 MK1269.The modeled gravity was interpolated from observed gravity values.
 MK1269
 MK1269;                    North         East     Units Scale Factor Converg.
 MK1269;SPC NE       -   156,993.398   750,977.532   MT  0.99967201   +1 59 02.9
 MK1269;UTM  14      - 4,563,788.453   667,177.831   MT  0.99994397   +1 18 50.3
 MK1269
 MK1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1269!SPC NE       -   0.99992351  x   0.99967201  =   0.99959555
 MK1269!UTM  14      -   0.99992351  x   0.99994397  =   0.99986749
 MK1269
 MK1269                          SUPERSEDED SURVEY CONTROL
 MK1269
 MK1269  NAVD 88 (03/30/05)  514.00   (m)         1686.3    (f) LEVELING    3  
 MK1269  NGVD 29 (??/??/92)  513.821  (m)         1685.76   (f) ADJ UNCH    2 0
 MK1269
 MK1269.Superseded values are not recommended for survey control.
 MK1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1269.See file dsdata.txt to determine how the superseded data were derived.
 MK1269
 MK1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6717863788(NAD 83)
 MK1269_MARKER: DB = BENCH MARK DISK
 MK1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1269_STAMPING: R 81 1935
 MK1269_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1269+STABILITY: SURFACE MOTION
 MK1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK1269+SATELLITE: SATELLITE OBSERVATIONS - 2002
 MK1269
 MK1269  HISTORY     - Date     Condition        Report By
 MK1269  HISTORY     - 1935     MONUMENTED       CGS
 MK1269  HISTORY     - 1961     GOOD             NGS
 MK1269  HISTORY     - 2002     GOOD             NEDR
 MK1269
 MK1269                          STATION DESCRIPTION
 MK1269
 MK1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MK1269'1.6 MI NW FROM BRAINARD.
 MK1269'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 MK1269'THE RAILROAD STATION AT BRAINARD, THENCE 0.2 MILE NORTHWEST
 MK1269'ALONG THE UNION PACIFIC RAILROAD, 188 FEET NORTHEAST OF RAILROAD
 MK1269'CULVERT 15.18, 49.7 FEET EAST OF THE EAST RAIL, 3.6 FEET WEST OF
 MK1269'A NORTH-SOUTH FENCE, 1.6 FEET NORTH OF A METAL WITNESS POST WITH
 MK1269'SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2-INCHES
 MK1269'ABOVE THE GROUND.
 MK1269
 MK1269                          STATION RECOVERY (2002)
 MK1269
 MK1269'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MK1269'NEW DESCRIPTION FOLLOWS AS PER KSM, NDOR 2004, MARCH. FROM THE
 MK1269'JUNCTION OF SPUR 12F IN  BRAINARD AND N-92, FOLLOW RAILROAD TRACKS
 MK1269'(JUST EAST OF INTERSECTION) NNW APPROX. 800  FEET TO BM ON RIGHT. 185
 MK1269'FEET NORTH OF CULVERT UNDER RAILROAD, 44.4 FEET EAST OF EAST  RAIL,
 MK1269'3.0 FEET WEST OF N-S FENCE, 2.2 FEET WEST OF A METAL WITNESS POST WITH
 MK1269'SIGN SET IN THE  TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 MK1269'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0929 ***********************************************************************
 MK0929  DESIGNATION -  R 82
 MK0929  PID         -  MK0929
 MK0929  STATE/COUNTY-  NE/SAUNDERS
 MK0929  USGS QUAD   -  WAHOO SE (1969)
 MK0929
 MK0929                         *CURRENT SURVEY CONTROL
 MK0929  ___________________________________________________________________
 MK0929* NAD 83(1986)-  41 07 06.     (N)    096 37 22.     (W)     SCALED    
 MK0929* NAVD 88     -       378.395  (meters)    1241.45   (feet)  ADJUSTED  
 MK0929  ___________________________________________________________________
 MK0929  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 MK0929  DYNAMIC HT  -         378.216 (meters)    1240.86  (feet)  COMP
 MK0929  MODELED GRAV-     980,142.0   (mgal)                       NAVD 88
 MK0929
 MK0929  VERT ORDER  -  SECOND    CLASS 0
 MK0929
 MK0929.The horizontal coordinates were scaled from a topographic map and have
 MK0929.an estimated accuracy of +/- 6 seconds.
 MK0929
 MK0929.The orthometric height was determined by differential leveling
 MK0929.and adjusted by the National Geodetic Survey in June 1991..
 MK0929
 MK0929.The geoid height was determined by GEOID03.
 MK0929
 MK0929.The dynamic height is computed by dividing the NAVD 88
 MK0929.geopotential number by the normal gravity value computed on the
 MK0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0929.degrees latitude (g = 980.6199 gals.).
 MK0929
 MK0929.The modeled gravity was interpolated from observed gravity values.
 MK0929
 MK0929;                    North         East    Units  Estimated Accuracy
 MK0929;SPC NE       -   148,210.      783,470.      MT  (+/- 180 meters Scaled)
 MK0929
 MK0929                          SUPERSEDED SURVEY CONTROL
 MK0929
 MK0929  NGVD 29 (??/??/92)  378.256  (m)         1240.99   (f) ADJ UNCH    2 0
 MK0929
 MK0929.Superseded values are not recommended for survey control.
 MK0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0929.See file dsdata.txt to determine how the superseded data were derived.
 MK0929
 MK0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL995546(NAD 83)
 MK0929_MARKER: DB = BENCH MARK DISK
 MK0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0929_STAMPING: R 82 1935
 MK0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0929+STABILITY: SURFACE MOTION
 MK0929
 MK0929  HISTORY     - Date     Condition        Report By
 MK0929  HISTORY     - 1935     MONUMENTED       CGS
 MK0929  HISTORY     - 1968     MARK NOT FOUND   NGS
 MK0929
 MK0929                          STATION DESCRIPTION
 MK0929
 MK0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0929'1.4 M S FROM SWEDEBURG.
 MK0929'1.4 MILES SOUTH OF SWEDEBURG BY RAIL.  ALONG THE CHICAGO AND
 MK0929'NORTH WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA, 97.5
 MK0929'FEET NORTHWEST OF NORTHWEST CORNER OF BRIDGE C 37, 43.6 FEET WEST
 MK0929'OF WEST RAIL, 3.4 FEET EAST OF FENCE.
 MK0929
 MK0929                          STATION RECOVERY (1968)
 MK0929
 MK0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MK0929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0021 ***********************************************************************
 ML0021  DESIGNATION -  R 83
 ML0021  PID         -  ML0021
 ML0021  STATE/COUNTY-  NE/BOONE
 ML0021  USGS QUAD   -  ELGIN (1985)
 ML0021
 ML0021                         *CURRENT SURVEY CONTROL
 ML0021  ___________________________________________________________________
 ML0021* NAD 83(1986)-  41 54 55.     (N)    098 04 27.     (W)     SCALED    
 ML0021* NAVD 88     -       590.736  (meters)    1938.11   (feet)  ADJUSTED  
 ML0021  ___________________________________________________________________
 ML0021  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML0021  DYNAMIC HT  -         590.480 (meters)    1937.27  (feet)  COMP
 ML0021  MODELED GRAV-     980,169.5   (mgal)                       NAVD 88
 ML0021
 ML0021  VERT ORDER  -  SECOND    CLASS 0
 ML0021
 ML0021.The horizontal coordinates were scaled from a topographic map and have
 ML0021.an estimated accuracy of +/- 6 seconds.
 ML0021
 ML0021.The orthometric height was determined by differential leveling
 ML0021.and adjusted by the National Geodetic Survey in June 1991..
 ML0021
 ML0021.The geoid height was determined by GEOID03.
 ML0021
 ML0021.The dynamic height is computed by dividing the NAVD 88
 ML0021.geopotential number by the normal gravity value computed on the
 ML0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0021.degrees latitude (g = 980.6199 gals.).
 ML0021
 ML0021.The modeled gravity was interpolated from observed gravity values.
 ML0021
 ML0021;                    North         East    Units  Estimated Accuracy
 ML0021;SPC NE       -   232,930.      659,710.      MT  (+/- 180 meters Scaled)
 ML0021
 ML0021                          SUPERSEDED SURVEY CONTROL
 ML0021
 ML0021  NGVD 29 (??/??/92)  590.501  (m)         1937.34   (f) ADJ UNCH    2 0
 ML0021
 ML0021.Superseded values are not recommended for survey control.
 ML0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0021.See file dsdata.txt to determine how the superseded data were derived.
 ML0021
 ML0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM767407(NAD 83)
 ML0021_MARKER: DB = BENCH MARK DISK
 ML0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0021_STAMPING: R-83-1935
 ML0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0021+STABILITY: SURFACE MOTION
 ML0021
 ML0021  HISTORY     - Date     Condition        Report By
 ML0021  HISTORY     - 1935     MONUMENTED       CGS
 ML0021  HISTORY     - 1962     MARK NOT FOUND   USGS
 ML0021
 ML0021                          STATION DESCRIPTION
 ML0021
 ML0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0021'1.6 MI N FROM RAEVILLE.
 ML0021'1.6 MILES NORTH OF RAEVILLE ALONG THE CHICAGO AND NORTH WESTERN
 ML0021'RAILROAD BETWEEN ELGIN AND ALBION, 68.3 FEET NORTHWEST OF
 ML0021'RAILROAD CROSSING, 54.6 FEET SOUTHEAST OF TELEPHONE POLE NO. 478,
 ML0021'37.2 FEET EAST OF FENCE, 25.7 FEET WEST OF THE WEST RAIL.
 ML0021
 ML0021                          STATION RECOVERY (1962)
 ML0021
 ML0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ML0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1634 ***********************************************************************
 MK1634  DESIGNATION -  R 84
 MK1634  PID         -  MK1634
 MK1634  STATE/COUNTY-  NE/PLATTE
 MK1634  USGS QUAD   -  LINDSAY (1985)
 MK1634
 MK1634                         *CURRENT SURVEY CONTROL
 MK1634  ___________________________________________________________________
 MK1634* NAD 83(1986)-  41 43 03.     (N)    097 43 25.     (W)     SCALED    
 MK1634* NAVD 88     -       509.325  (meters)    1671.01   (feet)  ADJUSTED  
 MK1634  ___________________________________________________________________
 MK1634  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 MK1634  DYNAMIC HT  -         509.109 (meters)    1670.30  (feet)  COMP
 MK1634  MODELED GRAV-     980,181.5   (mgal)                       NAVD 88
 MK1634
 MK1634  VERT ORDER  -  SECOND    CLASS 0
 MK1634
 MK1634.The horizontal coordinates were scaled from a topographic map and have
 MK1634.an estimated accuracy of +/- 6 seconds.
 MK1634
 MK1634.The orthometric height was determined by differential leveling
 MK1634.and adjusted by the National Geodetic Survey in June 1991..
 MK1634
 MK1634.The geoid height was determined by GEOID03.
 MK1634
 MK1634.The dynamic height is computed by dividing the NAVD 88
 MK1634.geopotential number by the normal gravity value computed on the
 MK1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1634.degrees latitude (g = 980.6199 gals.).
 MK1634
 MK1634.The modeled gravity was interpolated from observed gravity values.
 MK1634
 MK1634;                    North         East    Units  Estimated Accuracy
 MK1634;SPC NE       -   211,680.      689,350.      MT  (+/- 180 meters Scaled)
 MK1634
 MK1634                          SUPERSEDED SURVEY CONTROL
 MK1634
 MK1634  NGVD 29 (??/??/92)  509.128  (m)         1670.36   (f) ADJ UNCH    2 0
 MK1634
 MK1634.Superseded values are not recommended for survey control.
 MK1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1634.See file dsdata.txt to determine how the superseded data were derived.
 MK1634
 MK1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM061191(NAD 83)
 MK1634_MARKER: DB = BENCH MARK DISK
 MK1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1634_STAMPING: R-84-1935
 MK1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1634+STABILITY: SURFACE MOTION
 MK1634
 MK1634  HISTORY     - Date     Condition        Report By
 MK1634  HISTORY     - 1935     MONUMENTED       CGS
 MK1634
 MK1634                          STATION DESCRIPTION
 MK1634
 MK1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1634'2 MI NW FROM LINDSAY.
 MK1634'2.0 MILES NORTHWEST OF LINDSAY.  ALONG THE CHICAGO AND NORTH
 MK1634'WESTERN RAILROAD BETWEEN ALBION AND HUMPHREY, 150 FEET SOUTHEAST
 MK1634'OF CULVERT NO. D-145 1/2, 108.4 FEET EAST OF MILE POST NO. 64,
 MK1634'52.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 4.8 FEET SOUTHWEST OF
 MK1634'10-INCH GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0070 ***********************************************************************
 ML0070  DESIGNATION -  R 85
 ML0070  PID         -  ML0070
 ML0070  STATE/COUNTY-  NE/BOONE
 ML0070  USGS QUAD   -  CEDAR RAPIDS SE (1985)
 ML0070
 ML0070                         *CURRENT SURVEY CONTROL
 ML0070  ___________________________________________________________________
 ML0070* NAD 83(1986)-  41 34 02.     (N)    098 04 52.     (W)     SCALED    
 ML0070* NAVD 88     -       572.173  (meters)    1877.20   (feet)  ADJUSTED  
 ML0070  ___________________________________________________________________
 ML0070  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 ML0070  DYNAMIC HT  -         571.911 (meters)    1876.34  (feet)  COMP
 ML0070  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 ML0070
 ML0070  VERT ORDER  -  SECOND    CLASS 0
 ML0070
 ML0070.The horizontal coordinates were scaled from a topographic map and have
 ML0070.an estimated accuracy of +/- 6 seconds.
 ML0070
 ML0070.The orthometric height was determined by differential leveling
 ML0070.and adjusted by the National Geodetic Survey in June 1991..
 ML0070
 ML0070.The geoid height was determined by GEOID03.
 ML0070
 ML0070.The dynamic height is computed by dividing the NAVD 88
 ML0070.geopotential number by the normal gravity value computed on the
 ML0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0070.degrees latitude (g = 980.6199 gals.).
 ML0070
 ML0070.The modeled gravity was interpolated from observed gravity values.
 ML0070
 ML0070;                    North         East    Units  Estimated Accuracy
 ML0070;SPC NE       -   194,280.      659,990.      MT  (+/- 180 meters Scaled)
 ML0070
 ML0070                          SUPERSEDED SURVEY CONTROL
 ML0070
 ML0070  NGVD 29 (??/??/92)  571.947  (m)         1876.46   (f) ADJ UNCH    2 0
 ML0070
 ML0070.Superseded values are not recommended for survey control.
 ML0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0070.See file dsdata.txt to determine how the superseded data were derived.
 ML0070
 ML0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM766021(NAD 83)
 ML0070_MARKER: DB = BENCH MARK DISK
 ML0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0070_STAMPING: R 85 1935
 ML0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0070+STABILITY: SURFACE MOTION
 ML0070
 ML0070  HISTORY     - Date     Condition        Report By
 ML0070  HISTORY     - 1935     MONUMENTED       CGS
 ML0070  HISTORY     - 1939     GOOD             NGS
 ML0070
 ML0070                          STATION DESCRIPTION
 ML0070
 ML0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0070'4.1 MI E FROM CEDAR RAPIDS.
 ML0070'4.1 MILES EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 ML0070'CEDAR RAPIDS, BOONE COUNTY, 265 FEET WEST OF A ROAD INTERSECTION,
 ML0070'38.4 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10.5 FEET
 ML0070'WEST OF A POWER-TRANSMISSION LINE POLE, AND 2.4 FEET NORTH OF A
 ML0070'FENCE.  A STANDARD DISK, STAMPED R 85 1935 AND SET IN THE TOP OF
 ML0070'A CONCRETE POST.
 ML0070
 ML0070                          STATION RECOVERY (1939)
 ML0070
 ML0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 ML0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1162 ***********************************************************************
 MK1162  DESIGNATION -  R 87
 MK1162  PID         -  MK1162
 MK1162  STATE/COUNTY-  NE/STANTON
 MK1162  USGS QUAD   -  STANTON SE (1966)
 MK1162
 MK1162                         *CURRENT SURVEY CONTROL
 MK1162  ___________________________________________________________________
 MK1162* NAD 83(1986)-  41 50 43.     (N)    097 03 32.     (W)     SCALED    
 MK1162* NAVD 88     -       479.368  (meters)    1572.73   (feet)  ADJUSTED  
 MK1162  ___________________________________________________________________
 MK1162  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 MK1162  DYNAMIC HT  -         479.176 (meters)    1572.10  (feet)  COMP
 MK1162  MODELED GRAV-     980,208.0   (mgal)                       NAVD 88
 MK1162
 MK1162  VERT ORDER  -  SECOND    CLASS 0
 MK1162
 MK1162.The horizontal coordinates were scaled from a topographic map and have
 MK1162.an estimated accuracy of +/- 6 seconds.
 MK1162
 MK1162.The orthometric height was determined by differential leveling
 MK1162.and adjusted by the National Geodetic Survey in June 1991..
 MK1162
 MK1162.The geoid height was determined by GEOID03.
 MK1162
 MK1162.The dynamic height is computed by dividing the NAVD 88
 MK1162.geopotential number by the normal gravity value computed on the
 MK1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1162.degrees latitude (g = 980.6199 gals.).
 MK1162
 MK1162.The modeled gravity was interpolated from observed gravity values.
 MK1162
 MK1162;                    North         East    Units  Estimated Accuracy
 MK1162;SPC NE       -   227,530.      744,140.      MT  (+/- 180 meters Scaled)
 MK1162
 MK1162                          SUPERSEDED SURVEY CONTROL
 MK1162
 MK1162  NGVD 29 (??/??/92)  479.185  (m)         1572.13   (f) ADJ UNCH    2 0
 MK1162
 MK1162.Superseded values are not recommended for survey control.
 MK1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1162.See file dsdata.txt to determine how the superseded data were derived.
 MK1162
 MK1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM611344(NAD 83)
 MK1162_MARKER: DB = BENCH MARK DISK
 MK1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1162_STAMPING: R-87-1935
 MK1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1162+STABILITY: SURFACE MOTION
 MK1162
 MK1162  HISTORY     - Date     Condition        Report By
 MK1162  HISTORY     - 1935     MONUMENTED       CGS
 MK1162  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1162
 MK1162                          STATION DESCRIPTION
 MK1162
 MK1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1162'10.7 MI NE FROM CLARKSON.
 MK1162'10.7 MILES NORTHEAST OF CLARKSON BY HIGHWAY.  ALONG STATE HIGHWAY
 MK1162'NO. 15 BETWEEN SCHUYLER AND PILGER, 7.8 MILES NORTH OF JUNCTION
 MK1162'WITH HIGHWAY 91, 0.5 MILES NORTH OF SCHOOL DISTRICT NO. 32, 174
 MK1162'FEET NORTH OF THE NORTHWEST CORNER OF WOODEN BRIDGE, 33.6 FEET
 MK1162'WEST OF THE CENTER LINE OF HIGHWAY, 1.4 FEET EAST OF FENCE.
 MK1162
 MK1162                          STATION RECOVERY (1965)
 MK1162
 MK1162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0090 ***********************************************************************
 LG0090  DESIGNATION -  R 88
 LG0090  PID         -  LG0090
 LG0090  STATE/COUNTY-  NE/OTOE
 LG0090  USGS QUAD   -  DUNBAR (1966)
 LG0090
 LG0090                         *CURRENT SURVEY CONTROL
 LG0090  ___________________________________________________________________
 LG0090* NAD 83(1986)-  40 43 29.     (N)    096 07 13.     (W)     SCALED    
 LG0090* NAVD 88     -       340.749  (meters)    1117.94   (feet)  ADJUSTED  
 LG0090  ___________________________________________________________________
 LG0090  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 LG0090  DYNAMIC HT  -         340.581 (meters)    1117.39  (feet)  COMP
 LG0090  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 LG0090
 LG0090  VERT ORDER  -  SECOND    CLASS 0
 LG0090
 LG0090.The horizontal coordinates were scaled from a topographic map and have
 LG0090.an estimated accuracy of +/- 6 seconds.
 LG0090
 LG0090.The orthometric height was determined by differential leveling
 LG0090.and adjusted by the National Geodetic Survey in June 1991..
 LG0090
 LG0090.The geoid height was determined by GEOID03.
 LG0090
 LG0090.The dynamic height is computed by dividing the NAVD 88
 LG0090.geopotential number by the normal gravity value computed on the
 LG0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0090.degrees latitude (g = 980.6199 gals.).
 LG0090
 LG0090.The modeled gravity was interpolated from observed gravity values.
 LG0090
 LG0090;                    North         East    Units  Estimated Accuracy
 LG0090;SPC NE       -   106,320.      827,580.      MT  (+/- 180 meters Scaled)
 LG0090
 LG0090                          SUPERSEDED SURVEY CONTROL
 LG0090
 LG0090  NGVD 29 (??/??/92)  340.623  (m)         1117.53   (f) ADJ UNCH    2 0
 LG0090
 LG0090.Superseded values are not recommended for survey control.
 LG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0090.See file dsdata.txt to determine how the superseded data were derived.
 LG0090
 LG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL432121(NAD 83)
 LG0090_MARKER: DB = BENCH MARK DISK
 LG0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0090_STAMPING: R 88 1935
 LG0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0090+STABILITY: SURFACE MOTION
 LG0090
 LG0090  HISTORY     - Date     Condition        Report By
 LG0090  HISTORY     - 1935     MONUMENTED       CGS
 LG0090
 LG0090                          STATION DESCRIPTION
 LG0090
 LG0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0090'AT OTOE.
 LG0090'AT OTOE, OTOE COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 72.3 FEET
 LG0090'WEST OF THE NORTHWEST CORNER OF THE STATION, 47.8 FEET SOUTHEAST
 LG0090'OF POLE 444+05, AND 25.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
 LG0090'A STANDARD DISK, STAMPED R 88 1935 AND SET IN THE TOP OF A
 LG0090'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0090 ***********************************************************************
 MN0090  DESIGNATION -  R 9
 MN0090  PID         -  MN0090
 MN0090  STATE/COUNTY-  NE/CHEYENNE
 MN0090  USGS QUAD   -  DALTON (1972)
 MN0090
 MN0090                         *CURRENT SURVEY CONTROL
 MN0090  ___________________________________________________________________
 MN0090* NAD 83(1986)-  41 22 53.     (N)    102 58 24.     (W)     SCALED    
 MN0090* NAVD 88     -      1301.120  (meters)    4268.76   (feet)  ADJUSTED  
 MN0090  ___________________________________________________________________
 MN0090  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 MN0090  DYNAMIC HT  -        1300.216 (meters)    4265.79  (feet)  COMP
 MN0090  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 MN0090
 MN0090  VERT ORDER  -  FIRST     CLASS II
 MN0090
 MN0090.The horizontal coordinates were scaled from a topographic map and have
 MN0090.an estimated accuracy of +/- 6 seconds.
 MN0090
 MN0090.The orthometric height was determined by differential leveling
 MN0090.and adjusted by the National Geodetic Survey in June 1991..
 MN0090
 MN0090.The geoid height was determined by GEOID03.
 MN0090
 MN0090.The dynamic height is computed by dividing the NAVD 88
 MN0090.geopotential number by the normal gravity value computed on the
 MN0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0090.degrees latitude (g = 980.6199 gals.).
 MN0090
 MN0090.The modeled gravity was interpolated from observed gravity values.
 MN0090
 MN0090;                    North         East    Units  Estimated Accuracy
 MN0090;SPC NE       -   176,150.      251,420.      MT  (+/- 180 meters Scaled)
 MN0090
 MN0090                          SUPERSEDED SURVEY CONTROL
 MN0090
 MN0090  NGVD 29 (??/??/92) 1300.468  (m)         4266.62   (f) ADJ UNCH    1 2
 MN0090
 MN0090.Superseded values are not recommended for survey control.
 MN0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0090.See file dsdata.txt to determine how the superseded data were derived.
 MN0090
 MN0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF694830(NAD 83)
 MN0090_MARKER: DB = BENCH MARK DISK
 MN0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0090_SP_SET: CONCRETE POST
 MN0090_STAMPING: R 9 1933 4266.619
 MN0090_MARK LOGO: CGS   
 MN0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0090+STABILITY: SURFACE MOTION
 MN0090
 MN0090  HISTORY     - Date     Condition        Report By
 MN0090  HISTORY     - 1933     MONUMENTED       CGS
 MN0090  HISTORY     - 1950     GOOD             NGS
 MN0090  HISTORY     - 1985     POOR             NGS
 MN0090
 MN0090                          STATION DESCRIPTION
 MN0090
 MN0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MN0090'1.9 MI S FROM DALTON.
 MN0090'1.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0090'FROM THE STATION AT DALTON, CHEYENNE COUNTY, 8 POLES SOUTH OF
 MN0090'MILEPOST 58, AT A ROAD CROSSING, 155 FEET WEST OF CENTERLINE
 MN0090'OF STATE HIGHWAY 19, 56 FEET WEST OF THE WEST RAIL, 23 FEET
 MN0090'NORTH OF THE CENTERLINE OF THE ROAD, AND 2-1/2 FEET EAST OF THE
 MN0090'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 4266.619 R 9 1933
 MN0090'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 MN0090'GROUND.
 MN0090
 MN0090                          STATION RECOVERY (1985)
 MN0090
 MN0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0090'RECOVERED IN POOR CONDITION.  THE 1950 DESCRIPTION IS ADEQUATE EXCEPT
 MN0090'MARK IS LOOSE AND WILL NOT BE LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0405 ***********************************************************************
 MN0405  DESIGNATION -  RACKETT
 MN0405  PID         -  MN0405
 MN0405  STATE/COUNTY-  NE/GARDEN
 MN0405  USGS QUAD   -  RACKETT (1986)
 MN0405
 MN0405                         *CURRENT SURVEY CONTROL
 MN0405  ___________________________________________________________________
 MN0405* NAD 83(1995)-  41 39 00.16471(N)    102 11 25.34927(W)     ADJUSTED  
 MN0405* NAVD 88     -      1206.0    (meters)    3957.     (feet)  VERTCON   
 MN0405  ___________________________________________________________________
 MN0405  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 MN0405  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 MN0405
 MN0405  HORZ ORDER  -  FIRST
 MN0405
 MN0405.The horizontal coordinates were established by classical geodetic methods
 MN0405.and adjusted by the National Geodetic Survey in August 1997..
 MN0405
 MN0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0405
 MN0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0405
 MN0405.The geoid height was determined by GEOID03.
 MN0405
 MN0405;                    North         East     Units Scale Factor Converg.
 MN0405;SPC NE       -   204,011.638   317,616.096   MT  0.99966175   -1 27 05.6
 MN0405;UTM  13      - 4,614,736.429   733,968.133   MT  1.00027369   +1 52 05.0
 MN0405
 MN0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0405!SPC NE       -   0.99981398  x   0.99966175  =   0.99947579
 MN0405!UTM  13      -   0.99981398  x   1.00027369  =   1.00008762
 MN0405
 MN0405|---------------------------------------------------------------------|
 MN0405| PID    Reference Object                     Distance      Geod. Az  |
 MN0405|                                                           dddmmss.s |
 MN0405| CP8439 RACKETT RM 1                         10.630 METERS 04403     |
 MN0405| CP8438 RACKETT AZ MK                                      2451902.3 |
 MN0405| MN0411 CRESCENT LAKE NORTH LOT             APPROX.21.3 KM 3033904.1 |
 MN0405| CP8440 RACKETT RM 2                         13.360 METERS 30935     |
 MN0405|---------------------------------------------------------------------|
 MN0405
 MN0405                          SUPERSEDED SURVEY CONTROL
 MN0405
 MN0405  NAD 83(1986)-  41 39 00.16467(N)    102 11 25.35372(W) AD(       ) 1
 MN0405  NAD 27      -  41 39 00.22700(N)    102 11 23.67500(W) AD(       ) 1
 MN0405  NGVD 29 (07/19/86) 1205.5    (m)         3955.     (f) VERT ANG       
 MN0405
 MN0405.Superseded values are not recommended for survey control.
 MN0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0405.See file dsdata.txt to determine how the superseded data were derived.
 MN0405
 MN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG3396814736(NAD 83)
 MN0405_MARKER: DS = TRIANGULATION STATION DISK
 MN0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0405
 MN0405  HISTORY     - Date     Condition        Report By
 MN0405  HISTORY     - 1946     MONUMENTED       CGS
 MN0405  HISTORY     - 1973     GOOD             NGS
 MN0405
 MN0405                          STATION DESCRIPTION
 MN0405
 MN0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0405'LOCATED 19 MILES NORTH BY EAST OF OSHKOSH, ABOUT 0.6 MILE
 MN0405'NORTHEAST OF THE RANCH HOUSE ON LAND OWNED BY MR. R.R. CAMPBELL,
 MN0405'75 FEET NORTH-NORTHWEST OF THE HIGHEST POINT OF THE SAND
 MN0405'HILL AND 9.1 FEET NORTH-NORTHWEST OF A WHITE REFERENCE POST.
 MN0405'IT IS STAMPED RACKETT 1946 AND PROJECTS 8 INCHES.
 MN0405'
 MN0405'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION.
 MN0405'IT IS STAMPED RACKETT NO 1 1946 AND PROJECTS 8 INCHES.
 MN0405'
 MN0405'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN THE STATION.
 MN0405'IT IS STAMPED RACKETT NO 2 1946 AND PROJECTS 8 INCHES.
 MN0405'
 MN0405'THE AZIMUTH MARK IS 200 FEET NORTH OF A TRACK ROAD, 6 FEET
 MN0405'NORTH OF A WHITE REFERENCE POST AND 3 FEET EAST OF A FENCE
 MN0405'CORNER.  IT IS STAMPED RACKETT 1946 AND PROJECTS 10 INCHES.
 MN0405'
 MN0405'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE NORTH
 MN0405'EDGE OF THE BUSINESS DISTRICT IN OSHKOSH, GO NORTH FOR 0.25
 MN0405'MILE TO A CROSSROAD (SERVICE STATION ON THE LEFT).  THEN
 MN0405'RIGHT, EAST, FOR 0.85 MILE.  THEN LEFT, NORTH, FOR 1.0 MILE.
 MN0405'THEN RIGHT, EAST, FOR 1.0 MILE.  THEN LEFT, NORTH, FOR 6.0
 MN0405'MILES TO A CROSSROAD AT A SCHOOL HOUSE AND A TOWN HALL.  THEN
 MN0405'RIGHT, EAST, FOR 3.1 MILES TO A T INTERSECTION AT A SCHOOL
 MN0405'HOUSE.  THEN LEFT, NORTH, FOR 1.35 MILES TO A BRIDGE OVER A
 MN0405'CREEK.  CONTINUE NORTHERLY ON THE MAIN TRAVELED ROAD FOR 3.3
 MN0405'MILES TO A REVERSE Y INTERSECTION.  CONTINUE NORTHERLY ON
 MN0405'THE MAIN TRAVELED ROAD FOR 4.1 MILES TO A FORK.  THEN RIGHT
 MN0405'FORK 1.9 MILES TO AN AUTO GATE.  CONTINUE FOR 0.3 MILE TO
 MN0405'A DIM FORK ON THE RIGHT.  THEN RIGHT FORK, EASTERLY, FOR
 MN0405'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MN0405'EASTERLY FOR 0.25 MILE TO THE RANCH HOUSE OF MR.
 MN0405'CAMPBELL.  PASS THROUGH A GATE AT THE SOUTHEAST CORNER OF THE
 MN0405'RANCH YARD AND GO EASTERLY FOR 0.1 MILE TO A Y FENCE
 MN0405'INTERSECTION.  THEN PASS THROUGH A GATE AND TURN SHARP
 MN0405'LEFT, NORTHWEST, FOR 0.1 MILE TO A GATE.  PASS THROUGH GATE,
 MN0405'WESTERLY, FOR ABOUT 0.15 MILE, KEEPING ON THE SOUTH SIDE
 MN0405'OF THE SAND HILL.  THEN BEAR RIGHT, NORTHWEST, KEEPING ON THE
 MN0405'WEST SIDE OF THE HILL, FOR 0.35 MILE.  THEN TURN SHARP
 MN0405'RIGHT AND FOLLOW THE RIDGE, SOUTHEAST, FOR 0.15 MILE TO
 MN0405'THE STATION.
 MN0405
 MN0405                          STATION RECOVERY (1973)
 MN0405
 MN0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0405'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 MN0405'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 MN0405'LONGER DISTANCE OF 0.06 FOOT TO REFERENCE MARK 1 WAS NOTED
 MN0405'AND VERIFIED.  THE DIRECTIONS TO THE MARKS COMPARED FAVORABLY
 MN0405'WITH THE 1946 DATA.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 MN0405'
 MN0405'THE STATION IS LOCATED 23 MILES NORTH-NORTHWEST OF LEWELLEN,
 MN0405'23 MILES WEST-NORTHWEST OF ARTHUR, 19 MILES NORTH-NORTHEAST
 MN0405'OF OSHKOSH, ON TOP OF A GRASS COVERED SANDHILL, AND ON LAND
 MN0405'OWNED BY MR. F.L. FERELL.
 MN0405'
 MN0405'TO REACH THE STATION FROM THE POST OFFICE IN OSHKOSH, GO
 MN0405'NORTH ON MAIN STREET CROSSING RAILROAD TRACKS, FOR 0.3 MILE
 MN0405'TO H AVENUE.  TURN RIGHT AND GO EAST ON PAVED ROAD FOR 0.9
 MN0405'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON PAVED
 MN0405'ROAD FOR 1.0 MILE TO CURVE RIGHT, TURN RIGHT AND GO EAST FOR
 MN0405'1.0 MILE TO CURVE LEFT, TURN LEFT AND GO NORTH ON PAVED ROAD
 MN0405'THEN GRADED GRAVEL ROAD FOR 6.3 MILES TO A CROSSROAD AND GRANGE
 MN0405'HALL IN THE NORTHEAST CORNER.  TURN RIGHT AND GO EAST FOR
 MN0405'3.1 MILES TO A CROSSROAD AND SCHOOLHOUSE IN THE SOUTHWEST
 MN0405'CORNER.  TURN LEFT AND GO NORTH ON GRADED GRAVEL ROAD FOR
 MN0405'1.2 MILES TO A FORK.  TAKE RIGHT FORK AND GO NORTHEAST ON
 MN0405'GRADED GRAVEL ROAD FOR 3.3 MILES TO A CROSSROAD AND TURN
 MN0405'AROUND LOOP.  TURN LEFT AND GO NORTH ON A NARROW
 MN0405'BLACKTOP ROAD FOR 6.4 MILES TO A RANCH DRIVEWAY ON THE
 MN0405'RIGHT AND MAILBOX ON THE LEFT.  TURN RIGHT AND GO EAST
 MN0405'ON TRACK ROAD FOR 0.5 MILE TO A CATTLEGUARD AND FORK
 MN0405'BEYOND.  TAKE THE RIGHT FORK AND GO SOUTHEAST ON TRACK ROAD
 MN0405'FOR 0.4 MILE TO A WINDMILL ON THE RIGHT AND THE AZIMUTH
 MN0405'MARK 0.05 MILE SOUTH-SOUTHWEST OF THE WINDMILL.  BEAR LEFT
 MN0405'AND GO EAST FOR 0.3 MILE TO A WIRE GATE IN FENCE, PASS
 MN0405'THROUGH, LEAVE ROAD AND CLIMB EAST UP THE RIDGE FOR 0.2 MILE,
 MN0405'THEN TURN LEFT AND GO NORTH ALONG WEST SIDE OF HILL FOR
 MN0405'0.35 MILE TO THE NORTHWEST RIDGE, BEAR RIGHT AND CLIMB
 MN0405'NORTHWEST RIDGE FOR 0.15 MILE TO THE TOP OF HILL AND THE
 MN0405'STATION.
 MN0405'
 MN0405'THE STATION MARK IS A STANDARD DISK STAMPED RACKETT 1946,
 MN0405'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT
 MN0405'PROJECTS 0.9 FOOT ABOVE GROUND.  IT IS 65.0 FEET NORTH OF THE
 MN0405'HIGHEST POINT ON THE HILL, 9.0 FEET WEST-NORTHWEST OF A 4 X 4
 MN0405'WOODEN WITNESS POST.
 MN0405'
 MN0405'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RACKETT NO 1 1946,
 MN0405'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT
 MN0405'PROJECTS 0.7 FOOT ABOVE GROUND.  IT IS 36.7 FEET NORTH-NORTHEAST
 MN0405'OF A 4 X 4 WOODEN WITNESS POST AND ABOUT 2 FEET LOWER THAN
 MN0405'THE STATION.
 MN0405'
 MN0405'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RACKETT NO 2 1946,
 MN0405'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT
 MN0405'PROJECTS 0.5 FOOT ABOVE GROUND.  IT IS 52.8 FEET NORTH-NORTHWEST
 MN0405'OF A 4 X 4 WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN
 MN0405'THE STATION.
 MN0405'
 MN0405'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RACKETT 1946, SET
 MN0405'IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MN0405'1.4 FEET ABOVE GROUND.  IT IS 1.5 FEET NORTH-NORTHEAST OF A
 MN0405'METAL WITNESS POST WITH SIGN, AND ABOUT 150.0 FEET
 MN0405'SOUTH-SOUTHWEST OF A WINDMILL.
 MN0405'
 MN0405'HEIGHT OF LIGHT ABOVE STATION MARK 9.5 FEET.
 MN0405'
 MN0405'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES
 MN0405'NORTH-NORTHEAST OF OSHKOSH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1993 ***********************************************************************
 MK1993  DESIGNATION -  RADIO STA KFAB CENTER TOWER
 MK1993  PID         -  MK1993
 MK1993  STATE/COUNTY-  NE/SARPY
 MK1993  USGS QUAD   -  CEDAR CREEK (1983)
 MK1993
 MK1993                         *CURRENT SURVEY CONTROL
 MK1993  ___________________________________________________________________
 MK1993* NAD 83(1995)-  41 07 10.81166(N)    096 00 07.13269(W)     ADJUSTED  
 MK1993* NAVD 88     -                                                        
 MK1993  ___________________________________________________________________
 MK1993  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 MK1993  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 MK1993
 MK1993  HORZ ORDER  -  THIRD
 MK1993
 MK1993.The horizontal coordinates were established by classical geodetic methods
 MK1993.and adjusted by the National Geodetic Survey in August 1997..
 MK1993
 MK1993
 MK1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1993
 MK1993.The geoid height was determined by GEOID03.
 MK1993
 MK1993;                    North         East     Units Scale Factor Converg.
 MK1993;SPC NE       -   150,576.102   835,538.252   MT  0.99968117   +2 38 58.1
 MK1993;UTM  14      - 4,556,374.381   751,697.090   MT  1.00037977   +1 58 21.5
 MK1993;UTM  15      - 4,556,385.848   247,970.190   MT  1.00038183   -1 58 30.9
 MK1993
 MK1993                          SUPERSEDED SURVEY CONTROL
 MK1993
 MK1993  NAD 83(1986)-  41 07 10.81949(N)    096 00 07.13143(W) AD(       ) 4
 MK1993  NAD 27      -  41 07 10.82500(N)    096 00 06.06900(W) AD(       ) 3
 MK1993
 MK1993.Superseded values are not recommended for survey control.
 MK1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1993.See file dsdata.txt to determine how the superseded data were derived.
 MK1993
 MK1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5169756374(NAD 83)
 MK1993_MARKER: 43 = RADIO/TV TOWER
 MK1993
 MK1993  HISTORY     - Date     Condition        Report By
 MK1993  HISTORY     - 1947     FIRST OBSERVED   CGS
 MK1993
 MK1993                          STATION DESCRIPTION
 MK1993
 MK1993'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1991 ***********************************************************************
 MK1991  DESIGNATION -  RADIO STA KFAB EAST TOWER
 MK1991  PID         -  MK1991
 MK1991  STATE/COUNTY-  NE/SARPY
 MK1991  USGS QUAD   -  CEDAR CREEK (1983)
 MK1991
 MK1991                         *CURRENT SURVEY CONTROL
 MK1991  ___________________________________________________________________
 MK1991* NAD 83(1995)-  41 07 10.00886(N)    096 00 03.42396(W)     ADJUSTED  
 MK1991* NAVD 88     -                                                        
 MK1991  ___________________________________________________________________
 MK1991  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 MK1991  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 MK1991
 MK1991  HORZ ORDER  -  THIRD
 MK1991
 MK1991.The horizontal coordinates were established by classical geodetic methods
 MK1991.and adjusted by the National Geodetic Survey in August 1997..
 MK1991
 MK1991
 MK1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1991
 MK1991.The geoid height was determined by GEOID03.
 MK1991
 MK1991;                    North         East     Units Scale Factor Converg.
 MK1991;SPC NE       -   150,555.370   835,625.796   MT  0.99968120   +2 39 00.6
 MK1991;UTM  14      - 4,556,352.601   751,784.444   MT  1.00038031   +1 58 23.9
 MK1991;UTM  15      - 4,556,358.105   248,055.838   MT  1.00038130   -1 58 28.4
 MK1991
 MK1991                          SUPERSEDED SURVEY CONTROL
 MK1991
 MK1991  NAD 83(1986)-  41 07 10.01670(N)    096 00 03.42255(W) AD(       ) 4
 MK1991  NAD 27      -  41 07 10.02200(N)    096 00 02.35800(W) AD(       ) 3
 MK1991
 MK1991.Superseded values are not recommended for survey control.
 MK1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1991.See file dsdata.txt to determine how the superseded data were derived.
 MK1991
 MK1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5178456353(NAD 83)
 MK1991_MARKER: 43 = RADIO/TV TOWER
 MK1991
 MK1991  HISTORY     - Date     Condition        Report By
 MK1991  HISTORY     - 1947     FIRST OBSERVED   CGS
 MK1991
 MK1991                          STATION DESCRIPTION
 MK1991
 MK1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1991'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF OMAHA AND 4 MILES
 MK1991'WEST OF FORT CROOK.  THE TOWERS ARE OF STEEL TRIANGLE SHAPE
 MK1991'WITH THREE LEGS AND ABOUT 200 FEET APART RUNNING FROM EAST TO
 MK1991'WEST.  THE EAST TOWER IS 440.61 FEET HIGH, THE CENTER ONE 443.75
 MK1991'FEET HIGH AND THE WEST TOWER 439.57 FEET HIGH.  THE TOWERS ARE
 MK1991'ORANGE WITH WHITE STRIPES TERMINATING WITH INTERNATIONAL ORANGE
 MK1991'BANDS AT BOTH TOP AND BOTTOM.
 MK1991'
 MK1991'THE POINT INTERSECTED WAS THE RED LIGHTS ON THE TOP OF EACH
 MK1991'TOWER.
 MK1991'
 MK1991'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE ROUTE 31
 MK1991'AT FORT CROOK GO WEST ON ROUTE 31 FOR 2.1 MILES.  LEAVE ROUTE
 MK1991'31 AND CONTINUE FOR 0.75 MILE.  TURN SOUTH AND GO 0.25 MILE,
 MK1991'THEN WEST 0.9 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1992 ***********************************************************************
 MK1992  DESIGNATION -  RADIO STA KFAB WEST TOWER
 MK1992  PID         -  MK1992
 MK1992  STATE/COUNTY-  NE/SARPY
 MK1992  USGS QUAD   -  CEDAR CREEK (1983)
 MK1992
 MK1992                         *CURRENT SURVEY CONTROL
 MK1992  ___________________________________________________________________
 MK1992* NAD 83(1995)-  41 07 11.61214(N)    096 00 10.83028(W)     ADJUSTED  
 MK1992* NAVD 88     -                                                        
 MK1992  ___________________________________________________________________
 MK1992  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 MK1992  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 MK1992
 MK1992  HORZ ORDER  -  THIRD
 MK1992
 MK1992.The horizontal coordinates were established by classical geodetic methods
 MK1992.and adjusted by the National Geodetic Survey in August 1997..
 MK1992
 MK1992
 MK1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1992
 MK1992.The geoid height was determined by GEOID03.
 MK1992
 MK1992;                    North         East     Units Scale Factor Converg.
 MK1992;SPC NE       -   150,596.776   835,450.971   MT  0.99968115   +2 38 55.7
 MK1992;UTM  14      - 4,556,396.100   751,609.999   MT  1.00037923   +1 58 19.1
 MK1992;UTM  15      - 4,556,413.512   247,884.801   MT  1.00038236   -1 58 33.3
 MK1992
 MK1992                          SUPERSEDED SURVEY CONTROL
 MK1992
 MK1992  NAD 83(1986)-  41 07 11.61997(N)    096 00 10.82889(W) AD(       ) 4
 MK1992  NAD 27      -  41 07 11.62600(N)    096 00 09.76600(W) AD(       ) 3
 MK1992
 MK1992.Superseded values are not recommended for survey control.
 MK1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1992.See file dsdata.txt to determine how the superseded data were derived.
 MK1992
 MK1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5161056396(NAD 83)
 MK1992_MARKER: 43 = RADIO/TV TOWER
 MK1992
 MK1992  HISTORY     - Date     Condition        Report By
 MK1992  HISTORY     - 1947     FIRST OBSERVED   CGS
 MK1992
 MK1992                          STATION DESCRIPTION
 MK1992
 MK1992'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1981 ***********************************************************************
 MK1981  DESIGNATION -  RADIO STA KOAD RAD MAST
 MK1981  PID         -  MK1981
 MK1981  STATE/COUNTY-  NE/DOUGLAS
 MK1981  USGS QUAD   -  IRVINGTON (1984)
 MK1981
 MK1981                         *CURRENT SURVEY CONTROL
 MK1981  ___________________________________________________________________
 MK1981* NAD 83(1995)-  41 18 44.02727(N)    096 00 23.62452(W)     ADJUSTED  
 MK1981* NAVD 88     -                                                        
 MK1981  ___________________________________________________________________
 MK1981  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 MK1981  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 MK1981
 MK1981  HORZ ORDER  -  THIRD
 MK1981
 MK1981.The horizontal coordinates were established by classical geodetic methods
 MK1981.and adjusted by the National Geodetic Survey in August 1997..
 MK1981
 MK1981
 MK1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1981
 MK1981.The geoid height was determined by GEOID03.
 MK1981
 MK1981;                    North         East     Units Scale Factor Converg.
 MK1981;SPC NE       -   171,913.847   834,166.961   MT  0.99966428   +2 38 47.2
 MK1981;UTM  14      - 4,577,741.809   750,575.750   MT  1.00037280   +1 58 37.8
 MK1981;UTM  15      - 4,577,779.825   248,325.469   MT  1.00037959   -1 59 09.1
 MK1981
 MK1981                          SUPERSEDED SURVEY CONTROL
 MK1981
 MK1981  NAD 83(1986)-  41 18 44.03532(N)    096 00 23.62456(W) AD(       ) 4
 MK1981  NAD 27      -  41 18 44.04900(N)    096 00 22.57700(W) AD(       ) 3
 MK1981
 MK1981.Superseded values are not recommended for survey control.
 MK1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1981.See file dsdata.txt to determine how the superseded data were derived.
 MK1981
 MK1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL5057677742(NAD 83)
 MK1981_MARKER: 42 = RADIO/TV MAST
 MK1981
 MK1981  HISTORY     - Date     Condition        Report By
 MK1981  HISTORY     - 1947     FIRST OBSERVED   CGS
 MK1981
 MK1981                          STATION DESCRIPTION
 MK1981
 MK1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MK1981'STATION IS LOCATED IN THE NORTHWEST OUTSKIRTS OF OMAHA, JUST OFF
 MK1981'FROM NORTH 60TH AVE..  THE MAST IS ABOUT 500 FEET IN HEIGHT, OF
 MK1981'TRIANGULAR SHAPED CONSTRUCTION TAPERING TO SINGLE BEAM CONSTRUCTION
 MK1981'AT TOP AND BOTTOM.  THE STEEL MAST IS PAINTED ORANGE AND WHITE
 MK1981'WITH AN ORANGE BAND THE COLOR AT THE TOP.  THE POINT OF
 MK1981'INTERSECTION WAS THE RED LIGHT AT THE TOP.
 MK1981'
 MK1981'THE STATION MAY BE REACHED FROM BENSON POST OFFICE IN BENSON WHICH
 MK1981'IS A SUBURB IN NORTHWEST OMAHA, BY GOING EAST ON MILITARY AVE
 MK1981'TO NORTH 60TH AVE..  THENCE LEFT OR NORTH ON NORTH 60TH AVE FOR
 MK1981'1.9 MILE TO THE STATION SITE ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1042 ***********************************************************************
 LH1042  DESIGNATION -  RADIO STATION KRVN WEST MAST
 LH1042  PID         -  LH1042
 LH1042  STATE/COUNTY-  NE/DAWSON
 LH1042  USGS QUAD   -  LEXINGTON SE (1962)
 LH1042
 LH1042                         *CURRENT SURVEY CONTROL
 LH1042  ___________________________________________________________________
 LH1042* NAD 83(1995)-  40 45 03.11587(N)    099 36 55.09788(W)     ADJUSTED  
 LH1042* NAVD 88     -                                                        
 LH1042  ___________________________________________________________________
 LH1042  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 LH1042  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 LH1042
 LH1042  HORZ ORDER  -  THIRD
 LH1042
 LH1042.The horizontal coordinates were established by classical geodetic methods
 LH1042.and adjusted by the National Geodetic Survey in August 1997..
 LH1042
 LH1042
 LH1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1042
 LH1042.The geoid height was determined by GEOID03.
 LH1042
 LH1042;                    North         East     Units Scale Factor Converg.
 LH1042;SPC NE       -   101,944.178   532,479.552   MT  0.99974473   +0 15 17.8
 LH1042;UTM  14      - 4,511,283.438   448,057.401   MT  0.99963321   -0 24 06.0
 LH1042
 LH1042                          SUPERSEDED SURVEY CONTROL
 LH1042
 LH1042  NAD 83(1986)-  40 45 03.12180(N)    099 36 55.10081(W) AD(       ) 4
 LH1042  NAD 27      -  40 45 03.08700(N)    099 36 53.70700(W) AD(       ) 3
 LH1042
 LH1042.Superseded values are not recommended for survey control.
 LH1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1042.See file dsdata.txt to determine how the superseded data were derived.
 LH1042
 LH1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4805711283(NAD 83)
 LH1042_MARKER: 42 = RADIO/TV MAST
 LH1042
 LH1042  HISTORY     - Date     Condition        Report By
 LH1042  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1042  HISTORY     - 1959     GOOD             CGS
 LH1042
 LH1042                          STATION DESCRIPTION
 LH1042
 LH1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1042'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF LEXINGTON
 LH1042'AND 300 FEET NORTH OF THE NORTH-WEST CORNER OF THE TRANSMITTER
 LH1042'STATION.
 LH1042'
 LH1042'IT IS A STEEL STRUCTURE.  THE OVERALL HEIGHT IS 285 FEET.
 LH1042'
 LH1042'TO REACH THE STATION FROM THE POST OFFICE IN LEXINGTON, GO SOUTH
 LH1042'ON A PAVED STREET FOR 0.2 MILE TO U.S. HIGHWAY 30.  TURN LEFT AND
 LH1042'GO EAST-SOUTHEAST ON U.S. HIGHWAY 30 FOR 6.7 MILES TO A CROSSROAD,
 LH1042'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO A
 LH1042'DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO EAST 0.1 MILE TO THE
 LH1042'TRANSMITTER STATION AND THE STATION AS DESCRIBED.
 LH1042'
 LH1042'THE POINT OBSERVED UPON WAS THE TOP OF THE MAST.
 LH1042
 LH1042                          STATION RECOVERY (1959)
 LH1042
 LH1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1042'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THIS
 LH1042'IS THE SAME MAST THAT WAS OBSERVED IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0432 ***********************************************************************
 MN0432  DESIGNATION -  RADKE
 MN0432  PID         -  MN0432
 MN0432  STATE/COUNTY-  NE/DEUEL
 MN0432  USGS QUAD   -  CHAPPELL NE (1971)
 MN0432
 MN0432                         *CURRENT SURVEY CONTROL
 MN0432  ___________________________________________________________________
 MN0432* NAD 83(1995)-  41 08 57.57651(N)    102 20 48.26562(W)     ADJUSTED  
 MN0432* NAVD 88     -      1149.     (meters)    3770.     (feet)  SCALED    
 MN0432  ___________________________________________________________________
 MN0432  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 MN0432  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 MN0432
 MN0432  HORZ ORDER  -  SECOND
 MN0432
 MN0432.The horizontal coordinates were established by classical geodetic methods
 MN0432.and adjusted by the National Geodetic Survey in August 1997..
 MN0432
 MN0432.The orthometric height was scaled from a topographic map.
 MN0432
 MN0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0432
 MN0432.The geoid height was determined by GEOID03.
 MN0432
 MN0432;                    North         East     Units Scale Factor Converg.
 MN0432;SPC NE       -   148,781.785   303,090.488   MT  0.99967784   -1 33 18.6
 MN0432;UTM  13      - 4,558,727.545   722,649.629   MT  1.00021015   +1 44 47.8
 MN0432
 MN0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0432!SPC NE       -   0.99982305  x   0.99967784  =   0.99950095
 MN0432!UTM  13      -   0.99982305  x   1.00021015  =   1.00003316
 MN0432
 MN0432|---------------------------------------------------------------------|
 MN0432| PID    Reference Object                     Distance      Geod. Az  |
 MN0432|                                                           dddmmss.s |
 MN0432| MN0433 RADKE 2                              18.502 METERS 00229     |
 MN0432| MN0446 OSHKOSH STATE HIGHWAY MAST          APPROX.14.7 KM 0074327.3 |
 MN0432| CP8446 RADKE AZ MK                                        0940300.9 |
 MN0432| CP8447 RADKE RM 1                           21.411 METERS 09737     |
 MN0432| CP8448 RADKE RM 2                           28.115 METERS 26456     |
 MN0432|---------------------------------------------------------------------|
 MN0432
 MN0432                          SUPERSEDED SURVEY CONTROL
 MN0432
 MN0432  NAD 83(1995)-  41 08 57.57601(N)    102 20 48.26626(W) AD(       ) 2
 MN0432  NAD 83(1986)-  41 08 57.57492(N)    102 20 48.26680(W) AD(       ) 2
 MN0432  NAD 27      -  41 08 57.61920(N)    102 20 46.59360(W) AD(       ) 2
 MN0432
 MN0432.Superseded values are not recommended for survey control.
 MN0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0432.See file dsdata.txt to determine how the superseded data were derived.
 MN0432
 MN0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2265058728(NAD 83)
 MN0432_MARKER: DS = TRIANGULATION STATION DISK
 MN0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0432_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0432
 MN0432  HISTORY     - Date     Condition        Report By
 MN0432  HISTORY     - 1963     MONUMENTED       CGS
 MN0432  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MN0432
 MN0432                          STATION DESCRIPTION
 MN0432
 MN0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0432'THE STATION IS LOCATED 10 MILES NORTH OF THE NEBRASKA-COLORADO
 MN0432'STATE LINE, 8 MILES EAST-NORTHEAST OF CHAPPELL, ON THE NORTH
 MN0432'SIDE OF AN EAST-WEST GRAVELED ROAD, IN OPEN PASTURE LAND OWNED
 MN0432'BY MR. IRA F. RADKE.
 MN0432'
 MN0432'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0432'385 IN CHAPPELL, GO EAST ON U.S. HIGHWAY 30 FOR 7.0 MILES TO THE
 MN0432'JUNCTION OF STATE HIGHWAY 27.  TURN LEFT AND GO NORTH ON STATE
 MN0432'HIGHWAY 27 FOR 4.0 MILES TO A CROSSROAD AND THE AZIMUTH MARK
 MN0432'AS DESCRIBED.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 MN0432'0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MN0432'
 MN0432'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 MN0432'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED RADKE 1963.
 MN0432'IT IS 46 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD,
 MN0432'10 FEET NORTH OF A FENCE LINE AND 9.4 FEET NORTH OF A METAL
 MN0432'WITNESS POST.  NOTE--THE STATION MARK LOOKS LIKE AS THOUGH
 MN0432'SOMETHING STEPPED ON THE EDGE OF THE MARK WHILE THE CEMENT WAS
 MN0432'STILL WET.
 MN0432'
 MN0432'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0432'10-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0432'RADKE NO 1 1963.  IT IS 71 FEET EAST OF A METAL WITNESS POST,
 MN0432'38 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT NORTH
 MN0432'OF AN EAST-WEST FENCE LINE.
 MN0432'
 MN0432'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0432'10-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 MN0432'RADKE NO 2 1963.  IT IS 91 FEET WEST OF A METAL WITNESS POST,
 MN0432'38 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT
 MN0432'NORTH OF AN EAST-WEST FENCE LINE.
 MN0432'
 MN0432'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 MN0432'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 MN0432'RADKE 1963.  IT IS 35 FEET WEST OF THE CENTER OF STATE HIGHWAY
 MN0432'27, 35 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.8 FEET
 MN0432'SOUTHWEST OF A METAL WITNESS POST AND 2-1/2 FEET NORTH OF A
 MN0432'POWER POLE.
 MN0432
 MN0432                          STATION RECOVERY (1963)
 MN0432
 MN0432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0432'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 MN0432'WERE RECOVERED AS DESCRIBED.  RADKE 2 WAS ESTABLISHED AND THEN
 MN0432'THE STATION MARKS AND THE REFERENCE MARKS WERE DESTROYED
 MN0432'AS THE ROAD WAS BEING WIDENED.  THE RADKE AZIMUTH MARK WAS
 MN0432'USED AS THE AZIMUTH MARK FOR RADKE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0433 ***********************************************************************
 MN0433  DESIGNATION -  RADKE 2
 MN0433  PID         -  MN0433
 MN0433  STATE/COUNTY-  NE/DEUEL
 MN0433  USGS QUAD   -  CHAPPELL NE (1971)
 MN0433
 MN0433                         *CURRENT SURVEY CONTROL
 MN0433  ___________________________________________________________________
 MN0433* NAD 83(1995)-  41 08 58.17571(N)    102 20 48.23121(W)     ADJUSTED  
 MN0433* NAVD 88     -      1149.     (meters)    3770.     (feet)  SCALED    
 MN0433  ___________________________________________________________________
 MN0433  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 MN0433  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 MN0433
 MN0433  HORZ ORDER  -  SECOND
 MN0433
 MN0433.The horizontal coordinates were established by classical geodetic methods
 MN0433.and adjusted by the National Geodetic Survey in August 1997..
 MN0433
 MN0433.The orthometric height was scaled from a topographic map.
 MN0433
 MN0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0433
 MN0433.The geoid height was determined by GEOID03.
 MN0433
 MN0433;                    North         East     Units Scale Factor Converg.
 MN0433;SPC NE       -   148,800.235   303,091.791   MT  0.99967783   -1 33 18.6
 MN0433;UTM  13      - 4,558,746.049   722,649.867   MT  1.00021015   +1 44 47.9
 MN0433
 MN0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0433!SPC NE       -   0.99982305  x   0.99967783  =   0.99950094
 MN0433!UTM  13      -   0.99982305  x   1.00021015  =   1.00003316
 MN0433
 MN0433|---------------------------------------------------------------------|
 MN0433| PID    Reference Object                     Distance      Geod. Az  |
 MN0433|                                                           dddmmss.s |
 MN0433| CP8449 RADKE 2 RM 3                         26.283 METERS 00311     |
 MN0433| MN0039 RADKE 2 AZ MK RESET                                0905358.5 |
 MN0433| CP8446 RADKE AZ MK                                        0964348.3 |
 MN0433| MN0432 RADKE                                18.502 METERS 18229     |
 MN0433| CP8450 RADKE 2 RM 4                         25.162 METERS 26630     |
 MN0433|---------------------------------------------------------------------|
 MN0433
 MN0433                          SUPERSEDED SURVEY CONTROL
 MN0433
 MN0433  NAD 83(1995)-  41 08 58.17520(N)    102 20 48.23185(W) AD(       ) 2
 MN0433  NAD 83(1986)-  41 08 58.17412(N)    102 20 48.23240(W) AD(       ) 2
 MN0433  NAD 27      -  41 08 58.21840(N)    102 20 46.55920(W) AD(       ) 2
 MN0433
 MN0433.Superseded values are not recommended for survey control.
 MN0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0433.See file dsdata.txt to determine how the superseded data were derived.
 MN0433
 MN0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2265058746(NAD 83)
 MN0433_MARKER: DS = TRIANGULATION STATION DISK
 MN0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0433_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0433
 MN0433  HISTORY     - Date     Condition        Report By
 MN0433  HISTORY     - 1963     MONUMENTED       CGS
 MN0433  HISTORY     - 1964     GOOD             CGS
 MN0433  HISTORY     - 1971     SEE DESCRIPTION  USGS
 MN0433  HISTORY     - 1972     SEE DESCRIPTION  NGS
 MN0433
 MN0433                          STATION DESCRIPTION
 MN0433
 MN0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0433'THE STATION IS LOCATED 10 MILES NORTH OF THE NEBRASKA-COLORADO
 MN0433'STATE LINE, 8 MILES EAST-NORTHEAST OF CHAPPELL, ON THE NORTH
 MN0433'SIDE OF AN EAST-WEST GRAVELED ROAD, THIS ROAD IS UNDER CONSTRUCTION
 MN0433'AT THE PRESENT TIME, IN OPEN PASTURE LAND OWNED BY MR. IRA F.
 MN0433'RADKE.
 MN0433'
 MN0433'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND 385
 MN0433'IN CHAPPELL, GO EAST ON U.S. HIGHWAY 30 FOR 7.0 MILES TO THE
 MN0433'JUNCTION OF STATE HIGHWAY 27.  TURN LEFT AND GO NORTH ON STATE
 MN0433'HIGHWAY 27 FOR 4.0 MILES TO A CROSSROAD AND THE AZIMUTH MARK
 MN0433'AS DESCRIBED.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 MN0433'0.25 MILE TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 MN0433'
 MN0433'THE STATION MARK IS A STANDARD DISK, STAMPED RADKE 2 1963, SET IN
 MN0433'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES
 MN0433'IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 107
 MN0433'FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 50
 MN0433'FEET NORTH OF THE NORTH RIGHT-OF-WAY LINE ALONG THE EAST-WEST
 MN0433'GRAVELED ROAD.
 MN0433'
 MN0433'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, RADKE 2 NO 3
 MN0433'1963, SET IN THE TOP OF CYLINDRICAL CONCRETE MONUMENT WHICH IS 10
 MN0433'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT
 MN0433'IS ON THE NORTH SLOPE OF A GRASS COVERED KNOLL AND ABOUT 2 FEET
 MN0433'LOWER THAN THE STATION ELEVATION.
 MN0433'
 MN0433'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED RADKE 2 NO 4 1963,
 MN0433'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0433'10 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0433'IT IS ABOUT 100 FEET NORTH OF THE CENTER OF AN EAST-WEST
 MN0433'GRAVELED ROAD AND ON THE WEST SLOPE OF A GRASS COVERED KNOLL.
 MN0433'IT IS ABOUT 3 FEET LOWER THAN THE STATION ELEVATION.
 MN0433'
 MN0433'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RADKE 1963, SET IN
 MN0433'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES
 MN0433'IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.
 MN0433'IT IS 35 FEET WEST OF THE CENTER OF STATE HIGHWAY 27, 35 FEET
 MN0433'SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.8 FEET SOUTHWEST OF A
 MN0433'METAL WITNESS POST AND 2-1/2 FEET NORTH OF A POWER LINE POLE.
 MN0433
 MN0433                          STATION RECOVERY (1964)
 MN0433
 MN0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 MN0433'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MN0433'FOUND IN GOOD CONDITION.  THE 1963 DESCRIPTION FOR THIS STATION
 MN0433'IS ADEQUATE.  ROAD CONSTRUCTION WORK ALONG STATE HIGHWAY 27
 MN0433'WILL DESTROY THE AZIMUTH MARK, SO IT WAS RESET.  THE ELEVATION
 MN0433'WAS TRANSFERRED TO THIS MARK FROM ONE OF THE COAST AND GEODETIC
 MN0433'SURVEY BENCH MARKS, SO THAT MAKES THIS MARK A BENCH MARK,
 MN0433'ALSO.
 MN0433'
 MN0433'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 122 FEET NORTHWEST
 MN0433'OF THE CENTER OF INTERSECTION OF STATE HIGHWAY 27 AND A GRAVEL
 MN0433'CROSSROAD, 100 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVEL
 MN0433'ROAD, 70 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 27, 62
 MN0433'FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, AND 1
 MN0433'FOOT NORTH OF A STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES
 MN0433'AND THE DISK IS STAMPED RADKE 2 RESET 1964.
 MN0433'
 MN0433'THE ELEVATION OF THIS AZIMUTH MARK IS 3804.722 FEET.
 MN0433'
 MN0433'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MN0433
 MN0433                          STATION RECOVERY (1971)
 MN0433
 MN0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (FSS)
 MN0433'REF. MARK NO. 3 AND 4 BOTH LAYING IN PASTURE OWNED BY MR. RADKE.
 MN0433'THE REMAINS OF THE STATION ALSO IN THE AREA BUT COULD NOT RECOVER
 MN0433'THE TABLET.
 MN0433'
 MN0433'THE SIMON BROS. CONSTRUCTION COMPANY OF SCOTTSBLUFF, NEBR. HAVE
 MN0433'STARTED TO EXCAVATE THE HILL AND HAVE ALREADY DESTROYED THE MARKS,
 MN0433'AZ. MARK IS OK.
 MN0433
 MN0433                          STATION RECOVERY (1972)
 MN0433
 MN0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MN0433'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE DESTROYED WHEN 5
 MN0433'TO 6 FEET OF DIRT WAS REMOVED FROM THE TOP OF THE HILL FOR ROAD
 MN0433'IMPROVEMENTS FOR STATE HIGHWAY 27.  RADKE 2 AZIMUTH MARK RESET
 MN0433'1964 WAS RECOVERED AND FOUND IN GOOD CONDITION.
 MN0433'
 MN0433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES
 MN0433'EAST-NORTHEAST OF CHAPPELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0039 ***********************************************************************
 MN0039  DESIGNATION -  RADKE 2 AZ MK RESET
 MN0039  PID         -  MN0039
 MN0039  STATE/COUNTY-  NE/DEUEL
 MN0039  USGS QUAD   -  CHAPPELL NE (1971)
 MN0039
 MN0039                         *CURRENT SURVEY CONTROL
 MN0039  ___________________________________________________________________
 MN0039* NAD 83(1986)-  41 08 58.     (N)    102 20 31.     (W)     SCALED    
 MN0039* NAVD 88     -      1160.19   (meters)    3806.4    (feet)  RESET     
 MN0039  ___________________________________________________________________
 MN0039  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 MN0039
 MN0039  VERT ORDER  -  THIRD
 MN0039
 MN0039.The horizontal coordinates were scaled from a topographic map and have
 MN0039.an estimated accuracy of +/- 6 seconds.
 MN0039
 MN0039.The orthometric height was computed from unverified reset data.
 MN0039
 MN0039.The geoid height was determined by GEOID03.
 MN0039
 MN0039;                    North         East    Units  Estimated Accuracy
 MN0039;SPC NE       -   148,780.      303,490.      MT  (+/- 180 meters Scaled)
 MN0039
 MN0039                          SUPERSEDED SURVEY CONTROL
 MN0039
 MN0039.No superseded survey control is available for this station.
 MN0039
 MN0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF230587(NAD 83)
 MN0039_MARKER: DZ = AZIMUTH MARK DISK
 MN0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0039_STAMPING: RADKE 2 RESET 1964
 MN0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0039+STABILITY: SURFACE MOTION
 MN0039
 MN0039  HISTORY     - Date     Condition        Report By
 MN0039  HISTORY     - 1964     MONUMENTED       CGS
 MN0039
 MN0039                          STATION DESCRIPTION
 MN0039
 MN0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MN0039'10.9 MI NE FROM CHAPPELL.
 MN0039'ABOUT 6.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE COURTHOUSE
 MN0039'AT CHAPPELL, DEUEL COUNTY, THENCE 4.0 MILES NORTH ALONG STATE
 MN0039'HIGHWAY 27, AT A GRAVEL ROAD CROSSING, 122 FEET NORTHWEST OF THE
 MN0039'INTERSECTION, 100 FEET NORTH OF THE CENTER OF EAST-WEST GRAVEL
 MN0039'ROAD, 62 FEET NORTH OF A FENCE CORNER, 70 FEET WEST OF THE CENTERLINE
 MN0039'OF STATE HIGHWAY 27, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE,
 MN0039'AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1371 ***********************************************************************
 LH1371  DESIGNATION -  RAGAN
 LH1371  PID         -  LH1371
 LH1371  STATE/COUNTY-  NE/PHELPS
 LH1371  USGS QUAD   -  RAGAN (1970)
 LH1371
 LH1371                         *CURRENT SURVEY CONTROL
 LH1371  ___________________________________________________________________
 LH1371* NAD 83(1995)-  40 21 55.12440(N)    099 17 17.66553(W)     ADJUSTED  
 LH1371* NAVD 88     -       707.     (meters)    2320.     (feet)  SCALED    
 LH1371  ___________________________________________________________________
 LH1371  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 LH1371  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 LH1371
 LH1371  HORZ ORDER  -  THIRD
 LH1371
 LH1371.The horizontal coordinates were established by classical geodetic methods
 LH1371.and adjusted by the National Geodetic Survey in August 1997..
 LH1371
 LH1371.The orthometric height was scaled from a topographic map.
 LH1371
 LH1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1371
 LH1371.The geoid height was determined by GEOID03.
 LH1371
 LH1371;                    North         East     Units Scale Factor Converg.
 LH1371;SPC NE       -    59,315.558   560,445.303   MT  0.99985479   +0 28 18.1
 LH1371;UTM  14      - 4,468,344.466   475,527.482   MT  0.99960737   -0 11 12.1
 LH1371
 LH1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1371!SPC NE       -   0.99989299  x   0.99985479  =   0.99974780
 LH1371!UTM  14      -   0.99989299  x   0.99960737  =   0.99950040
 LH1371
 LH1371|---------------------------------------------------------------------|
 LH1371| PID    Reference Object                     Distance      Geod. Az  |
 LH1371|                                                           dddmmss.s |
 LH1371| CN9530 RAGAN RM 1                           22.611 METERS 02026     |
 LH1371| CN9529 RAGAN AZ MK                                        2962057.3 |
 LH1371| LH1369 HOLDREGE MUNICIPAL STANDPIPE        APPROX.10.3 KM 3182026.9 |
 LH1371| CN9531 RAGAN RM 2                           24.388 METERS 32817     |
 LH1371|---------------------------------------------------------------------|
 LH1371
 LH1371                          SUPERSEDED SURVEY CONTROL
 LH1371
 LH1371  NAD 83(1986)-  40 21 55.12911(N)    099 17 17.66525(W) AD(       ) 3
 LH1371  NAD 27      -  40 21 55.08900(N)    099 17 16.31800(W) AD(       ) 3
 LH1371
 LH1371.Superseded values are not recommended for survey control.
 LH1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1371.See file dsdata.txt to determine how the superseded data were derived.
 LH1371
 LH1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7552768344(NAD 83)
 LH1371_MARKER: DS = TRIANGULATION STATION DISK
 LH1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1371
 LH1371  HISTORY     - Date     Condition        Report By
 LH1371  HISTORY     - 1951     MONUMENTED       CGS
 LH1371
 LH1371                          STATION DESCRIPTION
 LH1371
 LH1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1371'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF HOLDREGE, 6.5
 LH1371'MILES WEST OF WILCOX AND 4 MILES NORTH OF RAGAN.  IT IS 165
 LH1371'FEET WEST OF THE CENTER OF A DRIVEWAY TO A FARM HOUSE, 54
 LH1371'FEET EAST OF A POWER LINE POLE, 36 FEET SOUTH OF THE CENTER OF AN
 LH1371'EAST-WEST DIRT ROAD AND 2 FEET NORTH OF AN EAST WEST FENCE
 LH1371'LINE.  IT IS STAMPED RAGAN 1951 AND PROJECTS 4 INCHES.
 LH1371'
 LH1371'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE CENTER OF AN
 LH1371'EAST-WEST DIRT ROAD.  IT IS STAMPED RAGAN NO 1 1951 AND PROJECTS
 LH1371'1 INCH.
 LH1371'
 LH1371'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE CENTER OF AN
 LH1371'EAST-WEST DIRT ROAD, 11 FEET WEST OF A TELEPHONE POLE AND 1 FOOT
 LH1371'EAST OF A FENCE CORNER.  IT IS STAMPED RAGAN NO 2 1951 AND
 LH1371'PROJECTS 1 INCH.
 LH1371'
 LH1371'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LH1371'NO. 2 IS 68.2 FEET.
 LH1371'
 LH1371'THE AZIMUTH MARK IS LOCATED IN A NORTH-SOUTH FENCE LINE AND 38
 LH1371'FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.
 LH1371'IT IS STAMPED RAGAN 1951 AND PROJECTS 5 INCHES.
 LH1371'
 LH1371'TO REACH THE STATION FROM THE POST OFFICE IN RAGAN, GO NORTH
 LH1371'ON A GRAVELED STREET FOR 0.05 MILE TO A CROSS STREET, TURN
 LH1371'LEFT AND GO WEST ON A GRAVELED STREET FOR 0.15 MILE TO A
 LH1371'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 LH1371'2.7 MILES TO A T ROAD INTERSECTION, TURN LEFT AND GO WEST
 LH1371'ON A DIRT ROAD FOR 0.55 MILE TO A T ROAD RIGHT.  TURN RIGHT
 LH1371'AND GO NORTH ON A DIRT ROAD FOR 1.0 MILE TO A T ROAD RIGHT,
 LH1371'TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.75 MILE TO THE
 LH1371'STATION ON THE RIGHT AS DESCRIBED.
 LH1371'
 LH1371'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A DIRT
 LH1371'ROAD FOR 0.75 MILE TO A T ROAD INTERSECTION, TURN RIGHT AND
 LH1371'GO NORTH ON A DIRT ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON
 LH1371'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1233 ***********************************************************************
 MK1233  DESIGNATION -  RAIL
 MK1233  PID         -  MK1233
 MK1233  STATE/COUNTY-  NE/PLATTE
 MK1233  USGS QUAD   -  COLUMBUS (1976)
 MK1233
 MK1233                         *CURRENT SURVEY CONTROL
 MK1233  ___________________________________________________________________
 MK1233* NAD 83(1995)-  41 25 42.14271(N)    097 20 30.28491(W)     ADJUSTED  
 MK1233* NAVD 88     -       438.348  (meters)    1438.15   (feet)  ADJUSTED  
 MK1233  ___________________________________________________________________
 MK1233  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 MK1233  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 MK1233  DYNAMIC HT  -         438.156 (meters)    1437.52  (feet)  COMP
 MK1233  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 MK1233
 MK1233  HORZ ORDER  -  FIRST
 MK1233  VERT ORDER  -  FIRST     CLASS II
 MK1233
 MK1233.The horizontal coordinates were established by classical geodetic methods
 MK1233.and adjusted by the National Geodetic Survey in August 1997..
 MK1233
 MK1233.The orthometric height was determined by differential leveling
 MK1233.and adjusted by the National Geodetic Survey in June 1991..
 MK1233.WARNING-Repeat measurements at this control monument indicate possible
 MK1233.vertical movement.
 MK1233
 MK1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1233
 MK1233.The geoid height was determined by GEOID03.
 MK1233
 MK1233.The dynamic height is computed by dividing the NAVD 88
 MK1233.geopotential number by the normal gravity value computed on the
 MK1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1233.degrees latitude (g = 980.6199 gals.).
 MK1233
 MK1233.The modeled gravity was interpolated from observed gravity values.
 MK1233
 MK1233;                    North         East     Units Scale Factor Converg.
 MK1233;SPC NE       -   180,504.090   722,087.775   MT  0.99965951   +1 45 41.8
 MK1233;UTM  14      - 4,587,639.214   638,557.323   MT  0.99983626   +1 05 50.7
 MK1233
 MK1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1233!SPC NE       -   0.99993523  x   0.99965951  =   0.99959476
 MK1233!UTM  14      -   0.99993523  x   0.99983626  =   0.99977150
 MK1233
 MK1233:                Primary Azimuth Mark                     Grid Az
 MK1233:SPC NE       -  SCHUYLER CITY LT AND PWR STK             082 19 44.7
 MK1233:UTM  14      -  SCHUYLER CITY LT AND PWR STK             082 59 35.8
 MK1233
 MK1233|---------------------------------------------------------------------|
 MK1233| PID    Reference Object                     Distance      Geod. Az  |
 MK1233|                                                           dddmmss.s |
 MK1233| MK1858 SCHUYLER CITY LT AND PWR STK        APPROX.23.8 KM 0840526.5 |
 MK1233| MK1859 SCHUYLER STANDPIPE                  APPROX.23.8 KM 0840616.8 |
 MK1233| MK1857 SCHUYLER WELL ABBOTT NIEMAN TK      APPROX.23.5 KM 0842400.7 |
 MK1233| CN9532 RAIL AZ MK                                         0921440.5 |
 MK1233| MK1234 RAIL RM 1                            51.752 METERS 10826     |
 MK1233| MK1900 NORTHWESTERN PUB SERV CO N TWR      APPROX. 8.5 KM 1195938.6 |
 MK1233| MK1232 COLUMBUS MAGNETIC STA               170.448 METERS 12449     |
 MK1233| MK1897 NORTHWESTERN PUB SERV CO S TWR      APPROX. 8.8 KM 1245340.8 |
 MK1233| MK1235 RAIL RM 2                            58.027 METERS 18605     |
 MK1233| MK1894 COLUMBUS ST ANTHONY CATH CH         APPROX. 0.9 KM 2182637.7 |
 MK1233| MK1898 COLUMBUS MUNICIPAL TANK             APPROX. 1.7 KM 2644452.8 |
 MK1233| MK1899 COLUMBUS ST BONAVENTURE CH          APPROX. 0.7 KM 3031006.8 |
 MK1233| MK1848 PLATTE CENTER TANK                  APPROX.17.2 KM 3163944.8 |
 MK1233| MK1895 COLUMBUS                            APPROX. 5.4 KM 3532233.6 |
 MK1233|---------------------------------------------------------------------|
 MK1233
 MK1233                          SUPERSEDED SURVEY CONTROL
 MK1233
 MK1233  NAD 83(1986)-  41 25 42.15043(N)    097 20 30.28824(W) AD(       ) 1
 MK1233  NAD 27      -  41 25 42.10600(N)    097 20 29.14300(W) AD(       ) 1
 MK1233  NGVD 29 (??/??/92)  438.159  (m)         1437.53   (f) ADJ UNCH    1 2
 MK1233
 MK1233.Superseded values are not recommended for survey control.
 MK1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1233.See file dsdata.txt to determine how the superseded data were derived.
 MK1233
 MK1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3855787639(NAD 83)
 MK1233_MARKER: DB = BENCH MARK DISK
 MK1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1233_STAMPING: RAIL 1935
 MK1233_MARK LOGO: CGS   
 MK1233_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1233+STABILITY: SURFACE MOTION
 MK1233
 MK1233  HISTORY     - Date     Condition        Report By
 MK1233  HISTORY     - 1935     MONUMENTED       CGS
 MK1233  HISTORY     - 1940     GOOD             CGS
 MK1233  HISTORY     - 1950     GOOD             NGS
 MK1233  HISTORY     - 1972     GOOD             NGS
 MK1233  HISTORY     - 19970721 GOOD             NEDR
 MK1233  HISTORY     - 20040809 GOOD             USPSQD
 MK1233
 MK1233                          STATION DESCRIPTION
 MK1233
 MK1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1233'STATION IS LOCATED IN THE COLUMBUS CEMETERY, ABOUT 1 MILE
 MK1233'EAST AND 0.25 MILE SOUTH OF THE CENTER OF TOWN.
 MK1233'
 MK1233'TO REACH FROM THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE
 MK1233'IN COLUMBUS, GO EAST ON FOURTEENTH STREET FOR 14 BLOCKS
 MK1233'(0.9 MILE), TURN RIGHT (SOUTH) ACROSS TRACKS AND TO STATION.
 MK1233'STATION IS IN THE NORTHWEST CORNER OF THE CEMETERY, ACROSS
 MK1233'THE STREET FROM A BRICK KILN, 15.2 METERS SOUTH OF THE SOUTH
 MK1233'RAIL OF THE UNION PACIFIC RAILROAD TRACKS, 11.6 METERS EAST
 MK1233'OF CENTERLINE OF NORTH-SOUTH STREET, 6.7 METERS EAST-SOUTHEAST
 MK1233'OF FENCE CORNER, 5.4 METERS EAST OF NORTH-SOUTH FENCE, AND 2.6
 MK1233'METERS SOUTH OF EAST-WEST FENCE, PROJECTING ABOUT 8 INCHES
 MK1233'ABOVE SURFACE OF GROUND.
 MK1233'
 MK1233'REFERENCE MARK NO. 1 IS 51.752 METERS (169.78 FEET) EAST-SOUTHEAST
 MK1233'OF STATION, 14.5 METERS SOUTH OF SOUTH RAIL OF THE UNION
 MK1233'PACIFIC RAILROAD TRACK, AND 0.3 METER SOUTH OF NORTH FENCE
 MK1233'OF CEMETERY, PROJECTING 2 INCHES.
 MK1233'
 MK1233'REFERENCE MARK NO. 2 IS 58.027 METERS (190.39 FEET) SOUTH OF
 MK1233'STATION, 6.7 METERS EAST OF CENTERLINE OF NORTH-SOUTH FENCE,
 MK1233'0.7 METER EAST OF WEST FENCE OF CEMETERY, PROJECTING 6 INCHES
 MK1233'
 MK1233'AZIMUTH MARK IS APPROXIMATELY 0.55 MILE EAST OF STATION, 20
 MK1233'FEET WEST OF CENTERLINE OF NORTH-SOUTH GRADED ROAD, SET IN
 MK1233'NORTH-SOUTH FENCE LINE.  TO REACH FROM STATION, GO NORTH FOR
 MK1233'0.3 MILE, TURN RIGHT (EAST) FOR 0.1 MILE, TURN LEFT (NORTH)
 MK1233'FOR 0.4 MILE TO U.S. HIGHWAY 30, TURN RIGHT (EAST) ON HIGHWAY
 MK1233'30 FOR 0.45 MILE, TURN RIGHT (SOUTH) FOR 0.65 MILE TO MARK
 MK1233'ON RIGHT.
 MK1233'
 MK1233'COLUMBUS MAGNETIC STATION IS 170.447 METERS (55.919 FEET)
 MK1233'SOUTHEAST OF STATION, 218.5 FEET WEST OF THE NORTHWEST-SOUTHEAST
 MK1233'WIRE FENCE, 165.0 FEET SOUTHWEST OF THE SOUTH RAIL OF THE UNION
 MK1233'PACIFIC RAILROAD TRACK, 38.2 FEET NORTHWEST OF THE NORTHWEST
 MK1233'CORNER OF THE OPPLIGER MONUMENT, 6.9 FEET SOUTHEAST OF THE
 MK1233'SOUTHWEST CORNER OF THE EARNEST HARMS (FLAT-TOPPED) MONUMENT,
 MK1233'4.2 FEET SOUTHWEST OF TH SOUTHEAST CORNER, AND 3.0 FEET SOUTH
 MK1233'OF THE CURB EDGE OF THE ABOVE MONUMENT.  THE STATION IS MARKED
 MK1233'BY A 6- BY 6-INCH LIMESTONE POST (DRILL HOLE IN CENTER),
 MK1233'COVERED WITH 1 OR 2 INCHES OF SOD.  A TIE WAS MADE TO THIS
 MK1233'STATION, THE DISTANCE WAS MEASURED OVER STAKES WITH A
 MK1233'30-METER TAPE (100 FEET) SUPPORTED AT THREE PLACES.
 MK1233'
 MK1233'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 MK1233
 MK1233                          STATION RECOVERY (1940)
 MK1233
 MK1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 MK1233'TO REACH FROM POST OFFICE, PROCEED EAST ON FOURTEENTH STREET
 MK1233'TO TWELFTH AVENUE, TURN RIGHT (SOUTH) ON TWELFTH AVENUE, GO ACROSS
 MK1233'UNION PACIFIC RAILROAD AND CHICAGO, BURLINGTON AND QUINCY
 MK1233'RAILROAD TRACKS TO COLUMBUS CITY CEMETERY.  THE STATION IS LOCATED
 MK1233'ALONG CHICAGO, BURLINGTON AND QUINCY RAILROAD, IN NORTHWEST
 MK1233'CORNER OF CEMETERY 0.8 MILE SOUTHEAST OF C.B. AND Q. RR. STATION
 MK1233'AT COLUMBUS, 57 FEET SOUTH OF CENTERLINE OF RAILROAD, 37 FEET
 MK1233'EAST OF CENTERLNE OF TWELFTH AVENUE, 18 FEET EAST OF CEMETERY
 MK1233'FENCE, AND 8.8 FEET SOUTH OF RAILROAD RIGHT-OF-WAY FENCE.
 MK1233'MONUMENT PROJECTS 0.6 FOOT.  A STANDARD DISK IN CONCRETE
 MK1233'POST, STAMPED RAIL 1935.
 MK1233'
 MK1233'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK IN
 MK1233'CONCRETE POST, STAMPED RAIL NO. 1 1935.  MONUMENT PROJECTS
 MK1233'0.3 FOOT.
 MK1233'
 MK1233'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 MK1233'RAIL NO. 2 1935, AND SET IN A CONCRETE POST.  MONUMENT PROJECTS
 MK1233'0.8 FOOT.
 MK1233'
 MK1233'NO DESCRIPTION FOR THIS TRIANGULATION STATION IS AVAILABLE
 MK1233'IN THE FIELD.
 MK1233'
 MK1233'NO AZIMUTH MARK COULD BE LOCATED, BUT MAY STILL EXIST.
 MK1233
 MK1233                          STATION RECOVERY (1950)
 MK1233
 MK1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK1233'0.9 MI E FROM COLUMBUS.
 MK1233'0.9 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1233'AT COLUMBUS, IN THE NORTHWEST CORNER OF THE COLUMBUS CEMETERY,
 MK1233'55.5 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO, BURLINGTON AND
 MK1233'QUINCY RAILROAD, 37 FEET EAST OF THE CENTER LINE OF 12TH AVENUE,
 MK1233'18 FEET EAST OF A FENCE, 8.8 FEET SOUTH OF A FENCE, SET IN THE
 MK1233'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 MK1233
 MK1233                          STATION RECOVERY (1972)
 MK1233
 MK1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 MK1233'THE STATION, R.M. 1, AND R.M. 2 WERE RECOVERED IN GOOD CONDITION
 MK1233'AS DESCRIBED.  STATION IS NOW 2 INCHES BELOW THE SURFACE.
 MK1233'
 MK1233'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.9 MILES
 MK1233'EAST OF COLUMBUS.
 MK1233
 MK1233                          STATION RECOVERY (1997)
 MK1233
 MK1233'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 MK1233'THE STATION WAS RECOVERED IN GOOD CONDITION, IN COLUMBUS, NEAR 12TH
 MK1233'AVENUE AND 11TH STREET AND AT THE NORTHWEST CORNER OF A CEMETERY, JUST
 MK1233'SOUTH OF A SET OF RAILROAD TRACKS, IN THE SW1/4, SEC20, T17N, R1E.
 MK1233'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS RECESSED
 MK1233'14 CM BELOW THE GROUND SURFACE.  IT IS 58.034 M (190.400 FT)
 MK1233'NORTH-NORTHEAST OF REFERENCE MARK 2, 51.755 M (169.800 FT)
 MK1233'WEST-NORTHWEST OF REFERENCE MARK 1 AND 11.3 M (37.1 FT) EAST OF THE
 MK1233'CENTERLINE OF 12TH AVENUE.
 MK1233
 MK1233                          STATION RECOVERY (2004)
 MK1233
 MK1233'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1234 ***********************************************************************
 MK1234  DESIGNATION -  RAIL RM 1
 MK1234  PID         -  MK1234
 MK1234  STATE/COUNTY-  NE/PLATTE
 MK1234  USGS QUAD   -  COLUMBUS (1976)
 MK1234
 MK1234                         *CURRENT SURVEY CONTROL
 MK1234  ___________________________________________________________________
 MK1234* NAD 83(1986)-  41 25 42.     (N)    097 20 30.     (W)     SCALED    
 MK1234* NAVD 88     -       438.359  (meters)    1438.18   (feet)  ADJUSTED  
 MK1234  ___________________________________________________________________
 MK1234  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 MK1234  DYNAMIC HT  -         438.167 (meters)    1437.55  (feet)  COMP
 MK1234  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 MK1234
 MK1234  VERT ORDER  -  FIRST     CLASS II
 MK1234
 MK1234.The horizontal coordinates were scaled from a topographic map and have
 MK1234.an estimated accuracy of +/- 6 seconds.
 MK1234
 MK1234.The orthometric height was determined by differential leveling
 MK1234.and adjusted by the National Geodetic Survey in June 1991..
 MK1234
 MK1234.The geoid height was determined by GEOID03.
 MK1234
 MK1234.The dynamic height is computed by dividing the NAVD 88
 MK1234.geopotential number by the normal gravity value computed on the
 MK1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1234.degrees latitude (g = 980.6199 gals.).
 MK1234
 MK1234.The modeled gravity was interpolated from observed gravity values.
 MK1234
 MK1234;                    North         East    Units  Estimated Accuracy
 MK1234;SPC NE       -   180,500.      722,100.      MT  (+/- 180 meters Scaled)
 MK1234
 MK1234                          SUPERSEDED SURVEY CONTROL
 MK1234
 MK1234  NGVD 29 (??/??/92)  438.170  (m)         1437.56   (f) ADJ UNCH    1 2
 MK1234
 MK1234.Superseded values are not recommended for survey control.
 MK1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1234.See file dsdata.txt to determine how the superseded data were derived.
 MK1234
 MK1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL385876(NAD 83)
 MK1234_MARKER: DB = BENCH MARK DISK
 MK1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1234_STAMPING: RAIL NO 1 1935
 MK1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1234+STABILITY: SURFACE MOTION
 MK1234
 MK1234  HISTORY     - Date     Condition        Report By
 MK1234  HISTORY     - 1935     MONUMENTED       CGS
 MK1234  HISTORY     - 1950     GOOD             NGS
 MK1234  HISTORY     - 20040809 GOOD             USPSQD
 MK1234
 MK1234                          STATION DESCRIPTION
 MK1234
 MK1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1234'0.9 MI E FROM COLUMBUS.
 MK1234'0.9 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1234'AT COLUMBUS, AT THE NORTHWEST CORNER OF THE COLUMBUS CEMETERY,
 MK1234'169.8 FEET SOUTHEAST OF TRIANGULATION STATION RAIL 1935, 47 FEET
 MK1234'SOUTH OF THE SOUTH RAIL OF THE CHICAGO, BURLINGTON AND QUINCY
 MK1234'RAILROAD, 1.5 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK1234'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MK1234
 MK1234                          STATION RECOVERY (2004)
 MK1234
 MK1234'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1235 ***********************************************************************
 MK1235  DESIGNATION -  RAIL RM 2
 MK1235  PID         -  MK1235
 MK1235  STATE/COUNTY-  NE/PLATTE
 MK1235  USGS QUAD   -  COLUMBUS (1976)
 MK1235
 MK1235                         *CURRENT SURVEY CONTROL
 MK1235  ___________________________________________________________________
 MK1235* NAD 83(1986)-  41 25 42.     (N)    097 20 30.     (W)     SCALED    
 MK1235* NAVD 88     -       438.904  (meters)    1439.97   (feet)  ADJUSTED  
 MK1235  ___________________________________________________________________
 MK1235  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 MK1235  DYNAMIC HT  -         438.713 (meters)    1439.34  (feet)  COMP
 MK1235  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 MK1235
 MK1235  VERT ORDER  -  FIRST     CLASS II
 MK1235
 MK1235.The horizontal coordinates were scaled from a topographic map and have
 MK1235.an estimated accuracy of +/- 6 seconds.
 MK1235
 MK1235.The orthometric height was determined by differential leveling
 MK1235.and adjusted by the National Geodetic Survey in June 1991..
 MK1235
 MK1235.The geoid height was determined by GEOID03.
 MK1235
 MK1235.The dynamic height is computed by dividing the NAVD 88
 MK1235.geopotential number by the normal gravity value computed on the
 MK1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1235.degrees latitude (g = 980.6199 gals.).
 MK1235
 MK1235.The modeled gravity was interpolated from observed gravity values.
 MK1235
 MK1235;                    North         East    Units  Estimated Accuracy
 MK1235;SPC NE       -   180,500.      722,100.      MT  (+/- 180 meters Scaled)
 MK1235
 MK1235                          SUPERSEDED SURVEY CONTROL
 MK1235
 MK1235  NGVD 29 (??/??/92)  438.716  (m)         1439.35   (f) ADJ UNCH    1 2
 MK1235
 MK1235.Superseded values are not recommended for survey control.
 MK1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1235.See file dsdata.txt to determine how the superseded data were derived.
 MK1235
 MK1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL385876(NAD 83)
 MK1235_MARKER: DR = REFERENCE MARK DISK
 MK1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1235_STAMPING: RAIL NO 2 1935
 MK1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1235+STABILITY: SURFACE MOTION
 MK1235
 MK1235  HISTORY     - Date     Condition        Report By
 MK1235  HISTORY     - 1935     MONUMENTED       CGS
 MK1235  HISTORY     - 1950     GOOD             NGS
 MK1235  HISTORY     - 20040809 GOOD             USPSQD
 MK1235
 MK1235                          STATION DESCRIPTION
 MK1235
 MK1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1235'0.9 MI E FROM COLUMBUS.
 MK1235'0.9 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1235'AT COLUMBUS, AN THE COLUMBUS CEMETERY, 190.4 FEET SOUTH OF
 MK1235'TRIANGULATION STATION RAIL 1935, 25 FEET EAST OF THE CENTER
 MK1235'LINE OF 12TH AVENUE, 2 FEET EAST OF A FENCE, SET IN THE TOP OF A
 MK1235'CONCRETE POST WHICH PROJECTS 0.6 FEET ABOVE THE GROUND.
 MK1235
 MK1235                          STATION RECOVERY (2004)
 MK1235
 MK1235'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1235'STATION FOUND GOOD. MARK IS 25 FEET SOUTH OF THE SOUTH EDGE OF THE
 MK1235'NORTH ENTRANCE TO THE CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1987 ***********************************************************************
 MK1987  DESIGNATION -  RALSTON MUNICIPAL STANDPIPE
 MK1987  PID         -  MK1987
 MK1987  STATE/COUNTY-  NE/DOUGLAS
 MK1987  USGS QUAD   -  RALSTON (1984)
 MK1987
 MK1987                         *CURRENT SURVEY CONTROL
 MK1987  ___________________________________________________________________
 MK1987* NAD 83(1995)-  41 12 19.58435(N)    096 02 24.99008(W)     ADJUSTED  
 MK1987* NAVD 88     -                                                        
 MK1987  ___________________________________________________________________
 MK1987  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 MK1987  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 MK1987
 MK1987  HORZ ORDER  -  THIRD
 MK1987
 MK1987.The horizontal coordinates were established by classical geodetic methods
 MK1987.and adjusted by the National Geodetic Survey in August 1997..
 MK1987
 MK1987
 MK1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1987
 MK1987.The geoid height was determined by GEOID03.
 MK1987
 MK1987;                    North         East     Units Scale Factor Converg.
 MK1987;SPC NE       -   159,940.517   831,890.705   MT  0.99967227   +2 37 26.8
 MK1987;UTM  14      - 4,565,787.637   748,157.681   MT  1.00035797   +1 57 02.7
 MK1987;UTM  15      - 4,566,020.833   245,087.778   MT  1.00039980   -2 00 14.0
 MK1987
 MK1987                          SUPERSEDED SURVEY CONTROL
 MK1987
 MK1987  NAD 83(1986)-  41 12 19.59242(N)    096 02 24.98945(W) AD(       ) 4
 MK1987  NAD 27      -  41 12 19.60000(N)    096 02 23.93000(W) AD(       ) 3
 MK1987
 MK1987.Superseded values are not recommended for survey control.
 MK1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1987.See file dsdata.txt to determine how the superseded data were derived.
 MK1987
 MK1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL4815865788(NAD 83)
 MK1987_MARKER: 52 = STANDPIPE TANK
 MK1987
 MK1987  HISTORY     - Date     Condition        Report By
 MK1987  HISTORY     - 1934     FIRST OBSERVED   CGS
 MK1987
 MK1987                          STATION DESCRIPTION
 MK1987
 MK1987'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0460 ***********************************************************************
 MN0460  DESIGNATION -  RAM
 MN0460  PID         -  MN0460
 MN0460  STATE/COUNTY-  NE/DEUEL
 MN0460  USGS QUAD   -  LODGEPOLE SE (1972)
 MN0460
 MN0460                         *CURRENT SURVEY CONTROL
 MN0460  ___________________________________________________________________
 MN0460* NAD 83(1995)-  41 03 45.51678(N)    102 31 27.45951(W)     ADJUSTED  
 MN0460* NAVD 88     -      1195.9    (meters)    3924.     (feet)  VERTCON   
 MN0460  ___________________________________________________________________
 MN0460  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 MN0460  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 MN0460
 MN0460  HORZ ORDER  -  SECOND
 MN0460
 MN0460.The horizontal coordinates were established by classical geodetic methods
 MN0460.and adjusted by the National Geodetic Survey in August 1997..
 MN0460
 MN0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0460
 MN0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0460
 MN0460.The geoid height was determined by GEOID03.
 MN0460
 MN0460;                    North         East     Units Scale Factor Converg.
 MN0460;SPC NE       -   139,581.920   287,915.505   MT  0.99968833   -1 40 22.2
 MN0460;SPC CO N     -   501,016.213 1,164,493.570   MT  1.00005727   +1 55 21.7
 MN0460;SPC CO N     - 1,643,750.69  3,820,509.32   sFT  1.00005727   +1 55 21.7
 MN0460;UTM  13      - 4,548,664.312   708,022.376   MT  1.00013262   +1 37 36.6
 MN0460
 MN0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0460!SPC NE       -   0.99981559  x   0.99968833  =   0.99950397
 MN0460!SPC CO N     -   0.99981559  x   1.00005727  =   0.99987285
 MN0460!UTM  13      -   0.99981559  x   1.00013262  =   0.99994818
 MN0460
 MN0460:                Primary Azimuth Mark                     Grid Az
 MN0460:SPC NE       -  CHAPPELL                                 048 59 26.2
 MN0460:SPC CO N     -  CHAPPELL                                 045 23 42.3
 MN0460:UTM  13      -  CHAPPELL                                 045 41 27.4
 MN0460
 MN0460|---------------------------------------------------------------------|
 MN0460| PID    Reference Object                     Distance      Geod. Az  |
 MN0460|                                                           dddmmss.s |
 MN0460| MN0441 CHAPPELL                            APPROX. 7.1 KM 0471904.0 |
 MN0460| CP8454 RAM RM 1                             29.488 METERS 10610     |
 MN0460| CP8455 RAM RM 2                             27.096 METERS 27842     |
 MN0460| CP8453 RAM AZ MK                                          2795410.6 |
 MN0460| MN0461 LODGEPOLE COMMUNITY TV MAST         APPROX. 9.1 KM 3055258.8 |
 MN0460|---------------------------------------------------------------------|
 MN0460
 MN0460                          SUPERSEDED SURVEY CONTROL
 MN0460
 MN0460  NAD 83(1995)-  41 03 45.51672(N)    102 31 27.45967(W) AD(       ) 2
 MN0460  NAD 83(1995)-  41 03 45.51541(N)    102 31 27.45986(W) AD(       ) 2
 MN0460  NAD 83(1986)-  41 03 45.51475(N)    102 31 27.45987(W) AD(       ) 2
 MN0460  NAD 27      -  41 03 45.55540(N)    102 31 25.77650(W) AD(       ) 2
 MN0460  NGVD 29 (07/19/86) 1195.4    (m)         3922.     (f) VERT ANG       
 MN0460
 MN0460.Superseded values are not recommended for survey control.
 MN0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0460.See file dsdata.txt to determine how the superseded data were derived.
 MN0460
 MN0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0802248664(NAD 83)
 MN0460_MARKER: DS = TRIANGULATION STATION DISK
 MN0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0460_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0460
 MN0460  HISTORY     - Date     Condition        Report By
 MN0460  HISTORY     - 1963     MONUMENTED       CGS
 MN0460  HISTORY     - 1972     SEE DESCRIPTION  USGS
 MN0460  HISTORY     - 1977     MARK NOT FOUND   NGS
 MN0460
 MN0460                          STATION DESCRIPTION
 MN0460
 MN0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0460'THE STATION IS IN THE NORTH EDGE OF A CULTIVATED FIELD ABOUT
 MN0460'6 MILES EAST AND 6 MILES SOUTH OF LODGEPOLE, AND ABOUT 2-3/4
 MN0460'MILES WEST AND 2 MILES SOUTH OF CHAPPELL, ON PROPERTY OWNED BY MRS.
 MN0460'GEORGE THOMPSON WHO LIVES IN OSHKOSH.
 MN0460'
 MN0460'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0460'385 IN CHAPPELL, GO SOUTH ON U.S. HIGHWAY 385 FOR 0.35 MILE
 MN0460'TO A FORK WHERE U.S. HIGHWAY 385 CURVES LEFT.  CONTINUE
 MN0460'STRAIGHT AHEAD, SOUTH, ON GRAVELED ROAD FOR 1.8 MILES TO A SIDE
 MN0460'ROAD RIGHT.  TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 2.55
 MN0460'MILES TO THE TOP OF A GRADE AND THE STATION ON THE LEFT.
 MN0460'TO REACH THE AZIMUTH MARK FROM HERE CONTINUE AHEAD, WEST ON
 MN0460'GRAVELED ROAD FOR 0.4 MILES TO A CROSSROAD, TURN RIGHT AND GO
 MN0460'NORTH ON GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON
 MN0460'THE RIGHT BESIDE A POWERLINE POLE.
 MN0460'
 MN0460'THE STATION IS A STANDARD DISK STAMPED RAM 1963, SET IN THE
 MN0460'TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS SET 18 INCHES
 MN0460'BELOW THE GROUND.  IT IS 98 FEET NORTH-NORTHWEST OF A METAL
 MN0460'GRAIN BIN, 90 FEET EAST-SOUTHEAST OF A METAL WITNESS POST WITH
 MN0460'SIGN, AND 34 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.
 MN0460'
 MN0460'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED RAM NO 1 1963,
 MN0460'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH
 MN0460'WITH THE GROUND.  IT IS 62 FEET SOUTH OF THE CENTER OF A
 MN0460'GRAVELED ROAD, AND 1.2 FEET NORTH-NORTHWEST OF A METAL GRAIN
 MN0460'BIN.
 MN0460'
 MN0460'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED RAM NO 2
 MN0460'1963, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS
 MN0460'FLUSH WITH THE GROUND.  IT IS 21 FEET SOUTH OF THE CENTER OF
 MN0460'A GRAVELED ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST WITH
 MN0460'SIGN.
 MN0460'
 MN0460'AZIMUTH MARK IS A STANDARD DISK STAMPED RAM 1963, SET IN THE TOP
 MN0460'OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND.
 MN0460'IT IS 33 FEET EAST OF THE CENTER OF A GRAVELED ROAD, AND 1.3
 MN0460'FEET SOUTH OF A POWERLINE POLE.
 MN0460
 MN0460                          STATION RECOVERY (1972)
 MN0460
 MN0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (KED)
 MN0460'A 30 IN. CONC. POST RESEMBLING A POURED BM WAS FOUND LYING
 MN0460'BY GRAIN BIN.
 MN0460'
 MN0460'TOP AND TABLET BROKEN OFF AND NOT FOUND.
 MN0460'
 MN0460'AZIMUTH MARK WAS FOUND LYING ON THE GROUND AT SITE.
 MN0460'
 MN0460'R.M. 1 AND R.M. 2 RECOVERED IN GOOD CONDITION.
 MN0460
 MN0460                          STATION RECOVERY (1977)
 MN0460
 MN0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0460'THE STATION MARKS, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 MN0460'SEARCHED FOR AND NOT FOUND.  REFERENCE MARK 1 WAS RECOVERED IN GOOD
 MN0460'CONDITION.  SEVERAL HOURS WERE SPENT DIGGING AND PRODDING FOR THE
 MN0460'STATION MARKS USING THE DISTANCE FROM REFERENCE MARK 1 AND THE
 MN0460'DIRECTION THE ARROW ON THE REFERENCE MARK 1 DISK WAS POINTING.
 MN0460'NO INTERSECTION STATIONS WERE VISIBLE FROM THE GROUND.  AN
 MN0460'ATTEMPT TO DRIVE TO TRIANGULATION STATION CHAPPELL WAS MADE
 MN0460'FOR CHECK IF LINE OF SIGHT TO THIS AREA WOULD BE VISIBLE AT TRIPOD
 MN0460'LEVEL, BUT GATE WAS LOCKED AND LAND POSTED AND PERMISSION COULD
 MN0460'NOT BE OBTAINED THIS DATE.
 MN0460'
 MN0460'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.75 MILES W AND
 MN0460'2.0 MILES S OF CHAPPELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0396 ***********************************************************************
 NO0396  DESIGNATION -  RANDALL
 NO0396  PID         -  NO0396
 NO0396  STATE/COUNTY-  NE/CHERRY
 NO0396  USGS QUAD   -  ARABIA NW (1985)
 NO0396
 NO0396                         *CURRENT SURVEY CONTROL
 NO0396  ___________________________________________________________________
 NO0396* NAD 83(1995)-  42 37 42.13785(N)    100 24 28.79683(W)     ADJUSTED  
 NO0396* NAVD 88     -       890.     (meters)    2920.     (feet)  SCALED    
 NO0396  ___________________________________________________________________
 NO0396  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 NO0396  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 NO0396
 NO0396  HORZ ORDER  -  SECOND
 NO0396
 NO0396.The horizontal coordinates were established by classical geodetic methods
 NO0396.and adjusted by the National Geodetic Survey in August 1997..
 NO0396
 NO0396.The orthometric height was scaled from a topographic map.
 NO0396
 NO0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0396
 NO0396.The geoid height was determined by GEOID03.
 NO0396
 NO0396;                    North         East     Units Scale Factor Converg.
 NO0396;SPC NE       -   310,419.555   466,536.677   MT  0.99985088   -0 16 13.4
 NO0396;UTM  14      - 4,720,508.272   384,546.117   MT  0.99976399   -0 57 13.2
 NO0396
 NO0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0396!SPC NE       -   0.99986380  x   0.99985088  =   0.99971470
 NO0396!UTM  14      -   0.99986380  x   0.99976399  =   0.99962783
 NO0396
 NO0396|---------------------------------------------------------------------|
 NO0396| PID    Reference Object                     Distance      Geod. Az  |
 NO0396|                                                           dddmmss.s |
 NO0396| CO3542 RANDALL RM 1                         22.190 METERS 20543     |
 NO0396| CO3541 RANDALL AZ MK                                      2161517.3 |
 NO0396| CO3543 RANDALL RM 2                         18.273 METERS 32200     |
 NO0396|---------------------------------------------------------------------|
 NO0396
 NO0396                          SUPERSEDED SURVEY CONTROL
 NO0396
 NO0396  NAD 83(1986)-  42 37 42.14058(N)    100 24 28.80613(W) AD(       ) 2
 NO0396  NAD 27      -  42 37 42.12800(N)    100 24 27.33700(W) AD(       ) 2
 NO0396
 NO0396.Superseded values are not recommended for survey control.
 NO0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0396.See file dsdata.txt to determine how the superseded data were derived.
 NO0396
 NO0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN8454620508(NAD 83)
 NO0396_MARKER: DS = TRIANGULATION STATION DISK
 NO0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0396
 NO0396  HISTORY     - Date     Condition        Report By
 NO0396  HISTORY     - 1949     MONUMENTED       CGS
 NO0396
 NO0396                          STATION DESCRIPTION
 NO0396
 NO0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0396'THE STATION IS LOCATED ABOUT 9 MILES WEST AND 1/2 MILE SOUTH
 NO0396'OF WOOD LAKE, ABOUT 3/4 MILE SOUTHEAST FROM THE A.L. RANDALL
 NO0396'RANCH HOME AND IS ON THE HIGHEST POINT OF A RIDGE EXTENDING
 NO0396'EAST AND WEST.  IT IS SET 1-1/2 FEET SOUTHWEST OF A WITNESS
 NO0396'POST.  IT PROJECTS 2 INCHES AND IS STAMPED RANDALL 1949.
 NO0396'
 NO0396'REFERENCE MARK NO. 1 IS 18 INCHES LOWER THAN THE STATION.  IT
 NO0396'PROJECTS 2 INCHES AND IS STAMPED RANDALL NO 1 1949.
 NO0396'
 NO0396'REFERENCE MARK NO. 2 IS 18 INCHES LOWER THAN THE STATION.  IT
 NO0396'PROJECTS 4 INCHES AND IS STAMPED RANDALL NO 2 1949.
 NO0396'
 NO0396'THE DISTANCE BETWEEN THE REFERENCE MARKS, NO. 1 AND NO. 2 IS
 NO0396'113.3 FEET.
 NO0396'
 NO0396'THE AZIMUTH MARK IS SET IN A FENCE LINE, 8-1/2 FEET NORTH FROM
 NO0396'THE CENTER OF A CATTLE GUARD AND 1-1/2 FEET NORTH OF A WITNESS
 NO0396'POST.  IT PROJECTS 4 INCHES AND IS STAMPED RANDALL 1949.
 NO0396'
 NO0396'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NO0396'AND 83, 5.5 MILES SOUTH-SOUTHEAST OF VALENTINE, GO WESTERLY
 NO0396'AND SOUTH ON U.S. HIGHWAY 83 FOR 11.7 MILES TO A MACADAM ROAD
 NO0396'ON THE RIGHT, CONTINUE ON HIGHWAY 83 FOR 1.65 MILES TO A RANCH
 NO0396'ROAD ON THE LEFT AND SIGN ROLLING STONE RANCH, TURN LEFT AND
 NO0396'FOLLOW MAIN TRAVELED ROAD EASTERLY FOR 5.3 MILES TO THE ROLLING
 NO0396'STONE RANCH, CONTINUE ON ROAD IN FRONT OF THE RANCH HOME FOR
 NO0396'0.15 MILE TO A CATTLE GUARD WEST OF A SHED, CROSS CATTLE GUARD
 NO0396'AND CONTINUE EASTERLY ON A TRACK ROAD FOR 0.7 MILE TO A
 NO0396'CATTLE GUARD AND MAIL BOX WITH THE LETTERS SPRING VALLEY
 NO0396'RANCH, CROSS CATTLE GUARD AND CONTINUE ON MAIN TRAVELED ROAD
 NO0396'FOR 1.5 MILES TO SECOND CATTLE GUARD AND THE AZIMUTH MARK ON
 NO0396'THE LEFT AS DESCRIBED, CROSS CATTLE GUARD AND CONTINUE 0.15 MILE.
 NO0396'THENCE TURN LEFT (LEAVING TRACK ROAD) AND GO
 NO0396'NORTHEASTERLY, PASSING TO THE RIGHT OF A WINDMILL, FOR 0.9
 NO0396'MILE TO THE HIGHEST POINT OF THE RIDGE AND THE STATION AS
 NO0396'DESCRIBED.
 NO0396'
 NO0396'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1911 ***********************************************************************
 MK1911  DESIGNATION -  RANGE
 MK1911  PID         -  MK1911
 MK1911  STATE/COUNTY-  NE/MERRICK
 MK1911  USGS QUAD   -  SILVER CREEK (1958)
 MK1911
 MK1911                         *CURRENT SURVEY CONTROL
 MK1911  ___________________________________________________________________
 MK1911* NAD 83(1995)-  41 21 28.88470(N)    097 40 31.63084(W)     ADJUSTED  
 MK1911* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 MK1911  ___________________________________________________________________
 MK1911  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 MK1911  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 MK1911
 MK1911  HORZ ORDER  -  THIRD
 MK1911
 MK1911.The horizontal coordinates were established by classical geodetic methods
 MK1911.and adjusted by the National Geodetic Survey in August 1997..
 MK1911
 MK1911.The orthometric height was scaled from a topographic map.
 MK1911
 MK1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1911
 MK1911.The geoid height was determined by GEOID03.
 MK1911
 MK1911;                    North         East     Units Scale Factor Converg.
 MK1911;SPC NE       -   171,893.038   694,424.883   MT  0.99966191   +1 32 25.7
 MK1911;UTM  14      - 4,579,348.586   610,792.739   MT  0.99975106   +0 52 31.1
 MK1911
 MK1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1911!SPC NE       -   0.99992833  x   0.99966191  =   0.99959026
 MK1911!UTM  14      -   0.99992833  x   0.99975106  =   0.99967941
 MK1911
 MK1911|---------------------------------------------------------------------|
 MK1911| PID    Reference Object                     Distance      Geod. Az  |
 MK1911|                                                           dddmmss.s |
 MK1911| CN9542 RANGE RM 1                           24.795 METERS 02235     |
 MK1911| CN9543 RANGE RM 2                           23.729 METERS 15648     |
 MK1911| CN9541 RANGE AZ MK                                        1790242.4 |
 MK1911|---------------------------------------------------------------------|
 MK1911
 MK1911                          SUPERSEDED SURVEY CONTROL
 MK1911
 MK1911  NAD 83(1986)-  41 21 28.89359(N)    097 40 31.63596(W) AD(       ) 3
 MK1911  NAD 27      -  41 21 28.84200(N)    097 40 30.45300(W) AD(       ) 3
 MK1911
 MK1911.Superseded values are not recommended for survey control.
 MK1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1911.See file dsdata.txt to determine how the superseded data were derived.
 MK1911
 MK1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1079379349(NAD 83)
 MK1911_MARKER: DS = TRIANGULATION STATION DISK
 MK1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1911
 MK1911  HISTORY     - Date     Condition        Report By
 MK1911  HISTORY     - 1950     MONUMENTED       CGS
 MK1911
 MK1911                          STATION DESCRIPTION
 MK1911
 MK1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1911'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF GENOA
 MK1911'AND ABOUT 3 MILES NORTH OF THE SMALL TOWN OF SILVER CREEK ON
 MK1911'A SANDY KNOLL.  IT IS 33 FEET EAST OF A RIGHT-OF-WAY FENCELINE,
 MK1911'33 FEET WEST OF A RIGHT-OF-WAY FENCELINE, 18 FEET WEST OF THE
 MK1911'CENTERLINE OF A TRACK ROAD AND 7 FEET EAST SOUTHEAST OF A WHITE
 MK1911'WITNESS POST.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 MK1911'DISK IS STAMPED RANGE 1950.
 MK1911'
 MK1911'REFERENCE MARK NO. 1 IS 14 FEET EAST OF THE CENTERLINE OF A
 MK1911'TRACK ROAD AND 2 FEET WEST OF A RIGHT-OF-WAY FENCELINE.  THE
 MK1911'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RANGE
 MK1911'NO 1 1950.
 MK1911'
 MK1911'REFERENCE MARK NO. 2 IS 14 FEET EAST OF THE CENTERLINE OF A
 MK1911'TRACK ROAD AND 2 FEET WEST OF A RIGHT-OF-WAY FENCELINE.
 MK1911'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RANGE
 MK1911'NO 2 1950.
 MK1911'
 MK1911'AZIMUTH MARK IS 63 FEET EAST OF A RIGHT-OF-WAY FENCELINE,
 MK1911'2.5 FEET NORTH NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT
 MK1911'WEST OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT
 MK1911'6 INCHES AND THE DISK IS STAMPED RANGE 1950.
 MK1911'
 MK1911'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THE SMALL
 MK1911'TOWN OF SILVER CREEK, GO WEST ON STATE ROUTE 39, WHICH GOES
 MK1911'WEST NORTH AND WEST FOR 1.05 MILES TO A CROSSROADS.
 MK1911'TURN RIGHT (NORTH) AND GO 0.95 MILE TO WHERE MAIN ROAD TURNS
 MK1911'LEFT.  CONTINUE NORTH ON TRACK ROAD FOR 1.2 MILES TO THE
 MK1911'AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE NORTH FOR 0.3
 MK1911'MILE TO TOP OF A SANDY KNOLL AND STATION MARK ON RIGHT SIDE
 MK1911'OF ROAD AS DESCRIBED.
 MK1911'
 MK1911'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0465 ***********************************************************************
 MN0465  DESIGNATION -  RANKIN
 MN0465  PID         -  MN0465
 MN0465  STATE/COUNTY-  NE/CHEYENNE
 MN0465  USGS QUAD   -  LODGEPOLE SW (1972)
 MN0465
 MN0465                         *CURRENT SURVEY CONTROL
 MN0465  ___________________________________________________________________
 MN0465* NAD 83(1995)-  41 03 44.74753(N)    102 38 50.59765(W)     ADJUSTED  
 MN0465* NAVD 88     -      1251.     (meters)    4104.     (feet)  SCALED    
 MN0465  ___________________________________________________________________
 MN0465  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 MN0465  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 MN0465
 MN0465  HORZ ORDER  -  SECOND
 MN0465
 MN0465.The horizontal coordinates were established by classical geodetic methods
 MN0465.and adjusted by the National Geodetic Survey in August 1997..
 MN0465
 MN0465.The orthometric height was scaled from a topographic map.
 MN0465
 MN0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0465
 MN0465.The geoid height was determined by GEOID03.
 MN0465
 MN0465;                    North         East     Units Scale Factor Converg.
 MN0465;SPC NE       -   139,867.520   277,575.912   MT  0.99968836   -1 45 15.9
 MN0465;SPC CO N     -   500,652.507 1,154,152.610   MT  1.00005722   +1 50 35.4
 MN0465;SPC CO N     - 1,642,557.43  3,786,582.35   sFT  1.00005722   +1 50 35.4
 MN0465;UTM  13      - 4,548,354.122   697,679.162   MT  1.00008097   +1 32 45.2
 MN0465
 MN0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0465!SPC NE       -   0.99980700  x   0.99968836  =   0.99949542
 MN0465!SPC CO N     -   0.99980700  x   1.00005722  =   0.99986421
 MN0465!UTM  13      -   0.99980700  x   1.00008097  =   0.99988796
 MN0465
 MN0465:                Primary Azimuth Mark                     Grid Az
 MN0465:SPC NE       -  LODGEPOLE MUNICIPAL TANK                 005 09 28.9
 MN0465:SPC CO N     -  LODGEPOLE MUNICIPAL TANK                 001 33 37.6
 MN0465:UTM  13      -  LODGEPOLE MUNICIPAL TANK                 001 51 27.8
 MN0465
 MN0465|---------------------------------------------------------------------|
 MN0465| PID    Reference Object                     Distance      Geod. Az  |
 MN0465|                                                           dddmmss.s |
 MN0465| MN0470 LODGEPOLE MUNICIPAL TANK            APPROX.10.1 KM 0032413.0 |
 MN0465| MN0471 AIRPORT BCN LODGEPOLE MUN APT       APPROX. 9.6 KM 0064901.7 |
 MN0465| MN0461 LODGEPOLE COMMUNITY TV MAST         APPROX. 6.1 KM 0285859.2 |
 MN0465| CP8466 RANKIN RM 1                          26.193 METERS 06924     |
 MN0465| CP8465 RANKIN AZ MK                                       0890333.9 |
 MN0465| CP8467 RANKIN RM 2                          26.638 METERS 28949     |
 MN0465|---------------------------------------------------------------------|
 MN0465
 MN0465                          SUPERSEDED SURVEY CONTROL
 MN0465
 MN0465  NAD 83(1995)-  41 03 44.74753(N)    102 38 50.59778(W) AD(       ) 2
 MN0465  NAD 83(1995)-  41 03 44.74531(N)    102 38 50.59800(W) AD(       ) 2
 MN0465  NAD 83(1986)-  41 03 44.74461(N)    102 38 50.59823(W) AD(       ) 2
 MN0465  NAD 27      -  41 03 44.78770(N)    102 38 48.90600(W) AD(       ) 2
 MN0465
 MN0465.Superseded values are not recommended for survey control.
 MN0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0465.See file dsdata.txt to determine how the superseded data were derived.
 MN0465
 MN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9767948354(NAD 83)
 MN0465_MARKER: DS = TRIANGULATION STATION DISK
 MN0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0465_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0465
 MN0465  HISTORY     - Date     Condition        Report By
 MN0465  HISTORY     - 1963     MONUMENTED       CGS
 MN0465
 MN0465                          STATION DESCRIPTION
 MN0465
 MN0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0465'THE STATION IS LOCATED 9-3/4 MILES WEST-SOUTHWEST OF CHAPPELL,
 MN0465'8-1/2 MILES NORTH OF THE NORTH END OF JULESBURG RESERVOIR,
 MN0465'LOCALLY KNOWN AS LAKE JUMBO, AND 6-1/4 MILES SOUTH OF LODGEPOLE.
 MN0465'IT IS ON AN UNCULTIVATED PIECE OF LAND, ON A FLAT-TOPPED
 MN0465'HILL, ON THE SOUTH SIDE OF A SECTION LINE ROAD.
 MN0465'
 MN0465'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE GO
 MN0465'EAST ON U.S. HIGHWAY 30 FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT.
 MN0465'TURN RIGHT, CROSS RAILROAD TRACKS, AND GO SOUTH ON GRADED,
 MN0465'GRAVELED ROAD 6.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST
 MN0465'0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST
 MN0465'0.4 MILE TO THE STATION ON THE LEFT.
 MN0465'
 MN0465'THE STATION MARK IS A STANDARD DISK STAMPED RANKIN 1963
 MN0465'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 1
 MN0465'INCH ABOVE GROUND.  IT IS 30.8 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 MN0465'FENCE.
 MN0465'
 MN0465'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED RANKIN
 MN0465'NO. 1 1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0465'PROJECTING 1 INCH ABOVE GROUND.  IT IS 1.1 FEET SOUTH OF THE
 MN0465'SOUTH RIGHT-OF-WAY FENCE, AND AT THE SAME ELEVATION AS THE
 MN0465'STATION.
 MN0465'
 MN0465'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED RANKIN
 MN0465'NO. 2 1963 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 MN0465'PROJECTING 1 INCH ABOVE GROUND.  IT IS 1.7 FEET SOUTHWEST OF
 MN0465'A METAL WITNESS POST, 1.2 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 MN0465'FENCE, AND AT THE SAME ELEVATION AS THE STATION.
 MN0465'
 MN0465'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RANKIN 1963
 MN0465'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 MN0465'1 INCH ABOVE GROUND.  IT IS IN THE SOUTH RIGHT-OF-WAY FENCE
 MN0465'LINE, 31.0 FEET SOUTH OF THE CENTER OF THE SECTION LINE ROAD,
 MN0465'AND 1.4 FEET SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0928 ***********************************************************************
 NM0928  DESIGNATION -  RASMUSSEN AZ MK
 NM0928  PID         -  NM0928
 NM0928  STATE/COUNTY-  NE/DIXON
 NM0928  USGS QUAD   -  MARTINSBURG SW (1964)
 NM0928
 NM0928                         *CURRENT SURVEY CONTROL
 NM0928  ___________________________________________________________________
 NM0928* NAD 83(1986)-  42 31 32.     (N)    096 59 45.     (W)     SCALED    
 NM0928* NAVD 88     -       486.823  (meters)    1597.19   (feet)  ADJUSTED  
 NM0928  ___________________________________________________________________
 NM0928  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 NM0928  DYNAMIC HT  -         486.663 (meters)    1596.66  (feet)  COMP
 NM0928  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 NM0928
 NM0928  VERT ORDER  -  SECOND    CLASS 0
 NM0928
 NM0928.The horizontal coordinates were scaled from a topographic map and have
 NM0928.an estimated accuracy of +/- 6 seconds.
 NM0928
 NM0928.The orthometric height was determined by differential leveling
 NM0928.and adjusted by the National Geodetic Survey in June 1991..
 NM0928
 NM0928.The geoid height was determined by GEOID03.
 NM0928
 NM0928.The dynamic height is computed by dividing the NAVD 88
 NM0928.geopotential number by the normal gravity value computed on the
 NM0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0928.degrees latitude (g = 980.6199 gals.).
 NM0928
 NM0928.The modeled gravity was interpolated from observed gravity values.
 NM0928
 NM0928;                    North         East    Units  Estimated Accuracy
 NM0928;SPC NE       -   303,210.      746,740.      MT  (+/- 180 meters Scaled)
 NM0928
 NM0928                          SUPERSEDED SURVEY CONTROL
 NM0928
 NM0928  NGVD 29 (??/??/92)  486.628  (m)         1596.55   (f) ADJ UNCH    2 0
 NM0928
 NM0928.Superseded values are not recommended for survey control.
 NM0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0928.See file dsdata.txt to determine how the superseded data were derived.
 NM0928
 NM0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN646100(NAD 83)
 NM0928_MARKER: DZ = AZIMUTH MARK DISK
 NM0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0928_STAMPING: RASMUSSEN 1935
 NM0928_MARK LOGO: CGS   
 NM0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0928+STABILITY: SURFACE MOTION
 NM0928
 NM0928  HISTORY     - Date     Condition        Report By
 NM0928  HISTORY     - 1935     MONUMENTED       CGS
 NM0928  HISTORY     - 1949     GOOD             NGS
 NM0928
 NM0928                          STATION DESCRIPTION
 NM0928
 NM0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM0928'7.8 MI N FROM DIXON.
 NM0928'0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON, AND
 NM0928'QUINCY RAILROAD STATION AT DIXON, THENCE 3.65 MILES NORTH ALONG
 NM0928'STATE HIGHWAY 116, THENCE 4.0 MILES NORTH ALONG A GRADED DIRT
 NM0928'ROAD, 260 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 NM0928'26 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 8.0 FEET
 NM0928'WEST OF THE RIGHT-OF-WAY FENCE, 3.0 FEET SOUTH OF A REFERENCE POST,
 NM0928'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 NM0928'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0925 ***********************************************************************
 NM0925  DESIGNATION -  RASMUSSEN RESET
 NM0925  PID         -  NM0925
 NM0925  STATE/COUNTY-  NE/DIXON
 NM0925  USGS QUAD   -  MARTINSBURG SW (1964)
 NM0925
 NM0925                         *CURRENT SURVEY CONTROL
 NM0925  ___________________________________________________________________
 NM0925* NAD 83(1986)-  42 34 06.     (N)    096 59 53.     (W)     SCALED    
 NM0925* NAVD 88     -       494.38   (meters)    1622.0    (feet)  RESET     
 NM0925  ___________________________________________________________________
 NM0925  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 NM0925
 NM0925  VERT ORDER  -  THIRD
 NM0925
 NM0925.The horizontal coordinates were scaled from a topographic map and have
 NM0925.an estimated accuracy of +/- 6 seconds.
 NM0925
 NM0925.The orthometric height was computed from unverified reset data.
 NM0925
 NM0925.The geoid height was determined by GEOID03.
 NM0925
 NM0925;                    North         East    Units  Estimated Accuracy
 NM0925;SPC NE       -   307,950.      746,400.      MT  (+/- 180 meters Scaled)
 NM0925
 NM0925                          SUPERSEDED SURVEY CONTROL
 NM0925
 NM0925  NGVD 29 (??/??/??)  494.18   (m)         1621.3    (f) RESET       3  
 NM0925
 NM0925.Superseded values are not recommended for survey control.
 NM0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0925.See file dsdata.txt to determine how the superseded data were derived.
 NM0925
 NM0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN643148(NAD 83)
 NM0925_MARKER: DR = REFERENCE MARK DISK
 NM0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0925_STAMPING: RASMUSSEN 1935 1966
 NM0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0925+STABILITY: SURFACE MOTION
 NM0925
 NM0925  HISTORY     - Date     Condition        Report By
 NM0925  HISTORY     - 1966     MONUMENTED       CGS
 NM0925
 NM0925                          STATION DESCRIPTION
 NM0925
 NM0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 NM0925'10.8 MI N FROM DIXON.
 NM0925'ABOUT 0.1 MILE WEST ALONG A DIRT ROAD FROM THE CHICAGO, BURLINGTON
 NM0925'AND QUINCY RAILROAD STATION AT DIXON, THENCE 3.65 MILES NORTH
 NM0925'ALONG STATE HIGHWAY 116, THENCE 7 MILES NORTH ALONG A GRADED
 NM0925'DIRT ROAD, THENCE 0.1 MILE WEST ALONG A GRADED DIRT ROAD, 41
 NM0925'FEET EAST OF A SMALL MULBERRY TREE, 24 FEET SOUTH OF AN EAST-WEST
 NM0925'ROAD, 1.0 FOOT SOUTH OF A RIGHT-OF-WAY FENCE, 3 FEET EAST OF A
 NM0925'REFERENCE POST AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1517 ***********************************************************************
 NM1517  DESIGNATION -  RASMUSSEN RM A
 NM1517  PID         -  NM1517
 NM1517  STATE/COUNTY-  NE/DIXON
 NM1517  USGS QUAD   -  MARTINSBURG SW (1964)
 NM1517
 NM1517                         *CURRENT SURVEY CONTROL
 NM1517  ___________________________________________________________________
 NM1517* NAD 83(1995)-  42 34 07.49831(N)    096 59 55.43596(W)     ADJUSTED  
 NM1517* NAVD 88     -       493.53   (+/-2cm)    1619.2    (feet)  VERTCON   
 NM1517  ___________________________________________________________________
 NM1517  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 NM1517  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 NM1517
 NM1517  HORZ ORDER  -  FIRST
 NM1517  VERT ORDER  -  THIRD ? (See Below)
 NM1517
 NM1517.The horizontal coordinates were established by classical geodetic methods
 NM1517.and adjusted by the National Geodetic Survey in August 1997..
 NM1517
 NM1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1517.The vertical order pertains to the NGVD 29 superseded value.
 NM1517
 NM1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1517
 NM1517.The geoid height was determined by GEOID03.
 NM1517
 NM1517;                    North         East     Units Scale Factor Converg.
 NM1517;SPC NE       -   307,994.609   746,339.664   MT  0.99983094   +1 59 20.2
 NM1517;UTM  14      - 4,714,867.977   664,259.067   MT  0.99993196   +1 21 14.8
 NM1517
 NM1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1517!SPC NE       -   0.99992657  x   0.99983094  =   0.99975752
 NM1517!UTM  14      -   0.99992657  x   0.99993196  =   0.99985854
 NM1517
 NM1517:                Primary Azimuth Mark                     Grid Az
 NM1517:SPC NE       -  BRANDT                                   036 56 01.2
 NM1517:UTM  14      -  BRANDT                                   037 34 06.6
 NM1517
 NM1517|---------------------------------------------------------------------|
 NM1517| PID    Reference Object                     Distance      Geod. Az  |
 NM1517|                                                           dddmmss.s |
 NM1517| NM1743 BRANDT                              APPROX.17.0 KM 0385521.4 |
 NM1517| NM0924 RASMUSSEN                            39.415 METERS 11517     |
 NM1517|---------------------------------------------------------------------|
 NM1517
 NM1517                          SUPERSEDED SURVEY CONTROL
 NM1517
 NM1517  NAD 83(1986)-  42 34 07.50368(N)    096 59 55.42905(W) AD(       ) 1
 NM1517  NAD 27      -  42 34 07.50660(N)    096 59 54.26651(W) AD(       ) 1
 NM1517  NGVD 29 (07/19/86)  493.33   (m)         1618.5    (f) LEVELING    3  
 NM1517
 NM1517.Superseded values are not recommended for survey control.
 NM1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1517.See file dsdata.txt to determine how the superseded data were derived.
 NM1517
 NM1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN6425914868(NAD 83)
 NM1517_MARKER: DS = TRIANGULATION STATION DISK
 NM1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1517+STABILITY: SURFACE MOTION
 NM1517
 NM1517  HISTORY     - Date     Condition        Report By
 NM1517  HISTORY     - 1966     MONUMENTED       CGS
 NM1517
 NM1517                          STATION DESCRIPTION
 NM1517
 NM1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (COP)
 NM1517'STATION IS ON HIGHWAY RIGHT-OF-WAY, NORTHWEST AND ACROSS ROAD FROM
 NM1517'TRIANGULATION STATION RASMUSSEN 1935.
 NM1517'
 NM1517'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 NM1517'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 NM1517'SURFACE OF THE GROUND AND IS STAMPED RASMUSSEN RM A 1966.  IT IS
 NM1517'84.4 FEET WEST OF A TELEPHONE POLE WHICH IS ON EAST SIDE OF GATE
 NM1517'TO A FIELD, 30 FEET NORTH OF CENTER OF ROAD, 2.7 FEET
 NM1517'EAST-SOUTHEAST OF A METAL WITNESS POST AND 1.0 FOOT SOUTH OF A
 NM1517'FENCELINE.  MARK IS IN A DITCH ABOUT 4 FEET LOWER THAN THE ROAD.
 NM1517'
 NM1517'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RASMUSSEN
 NM1517'1935, DISTANCE BEING SHOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0267 ***********************************************************************
 LG0267  DESIGNATION -  RATTLE
 LG0267  PID         -  LG0267
 LG0267  STATE/COUNTY-  NE/GAGE
 LG0267  USGS QUAD   -  ODELL NE (1970)
 LG0267
 LG0267                         *CURRENT SURVEY CONTROL
 LG0267  ___________________________________________________________________
 LG0267* NAD 83(1995)-  40 13 40.78119(N)    096 48 47.21952(W)     ADJUSTED  
 LG0267* NAVD 88     -       430.964  (meters)    1413.92   (feet)  ADJUSTED  
 LG0267  ___________________________________________________________________
 LG0267  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 LG0267  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 LG0267  DYNAMIC HT  -         430.729 (meters)    1413.15  (feet)  COMP
 LG0267  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 LG0267
 LG0267  HORZ ORDER  -  SECOND
 LG0267  VERT ORDER  -  SECOND    CLASS 0
 LG0267
 LG0267.The horizontal coordinates were established by classical geodetic methods
 LG0267.and adjusted by the National Geodetic Survey in August 1997..
 LG0267
 LG0267.The orthometric height was determined by differential leveling
 LG0267.and adjusted by the National Geodetic Survey in June 1991..
 LG0267
 LG0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0267
 LG0267.The geoid height was determined by GEOID03.
 LG0267
 LG0267.The dynamic height is computed by dividing the NAVD 88
 LG0267.geopotential number by the normal gravity value computed on the
 LG0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0267.degrees latitude (g = 980.6199 gals.).
 LG0267
 LG0267.The modeled gravity was interpolated from observed gravity values.
 LG0267
 LG0267;                    North         East     Units Scale Factor Converg.
 LG0267;SPC NE       -    48,818.623   771,145.759   MT  0.99990471   +2 06 43.0
 LG0267;UTM  14      - 4,455,356.693   686,056.977   MT  1.00002615   +1 24 45.9
 LG0267
 LG0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0267!SPC NE       -   0.99993665  x   0.99990471  =   0.99984136
 LG0267!UTM  14      -   0.99993665  x   1.00002615  =   0.99996280
 LG0267
 LG0267:                Primary Azimuth Mark                     Grid Az
 LG0267:SPC NE       -  BEATRICE NORRIS PWR RADIO MAST           032 02 23.2
 LG0267:UTM  14      -  BEATRICE NORRIS PWR RADIO MAST           032 44 20.3
 LG0267
 LG0267|---------------------------------------------------------------------|
 LG0267| PID    Reference Object                     Distance      Geod. Az  |
 LG0267|                                                           dddmmss.s |
 LG0267| LG1071 BEATRICE NORRIS PWR RADIO MAST      APPROX. 2.8 KM 0340906.2 |
 LG0267| LG1072 SICILY                              APPROX. 3.8 KM 1323757.3 |
 LG0267| LG0266 RATTLE RM 1                          18.803 METERS 18703     |
 LG0267| LG0265 RATTLE AZ MK                        APPROX. 1.3 KM 2185033.8 |
 LG0267| LG0268 RATTLE RM 2                          17.383 METERS 35214     |
 LG0267|---------------------------------------------------------------------|
 LG0267
 LG0267                          SUPERSEDED SURVEY CONTROL
 LG0267
 LG0267  NAD 83(1986)-  40 13 40.78945(N)    096 48 47.21720(W) AD(       ) 2
 LG0267  NGVD 29 (??/??/92)  430.835  (m)         1413.50   (f) ADJ UNCH    2 0
 LG0267
 LG0267.Superseded values are not recommended for survey control.
 LG0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0267.See file dsdata.txt to determine how the superseded data were derived.
 LG0267
 LG0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8605755357(NAD 83)
 LG0267_MARKER: DS = TRIANGULATION STATION DISK
 LG0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0267_STAMPING: RATTLE 1961
 LG0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0267+STABILITY: SURFACE MOTION
 LG0267
 LG0267  HISTORY     - Date     Condition        Report By
 LG0267  HISTORY     - 1961     MONUMENTED       CGS
 LG0267
 LG0267                          STATION DESCRIPTION
 LG0267
 LG0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0267'4 MI NE FROM ELLIS.
 LG0267'3.35 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0267'FROM THE RAILROAD STATION IN ELLIS, THEN 0.65 MILE NORTH ALONG
 LG0267'THE MISSILE ROAD, THROUGH THE GUARD GATE TO THE CENTER OF THE
 LG0267'WEST SIDE OF THE SITE, 61.7 FEET NORTH OF REFERENCE MARK NO. 1,
 LG0267'57.3 FEET SOUTH OF REFERENCE MARK NO. 2, 8.4 FEET EAST OF THE
 LG0267'FENCE, 6 FEET SOUTH OF U.S. ARMY ENGINEER BENCH MARK, SET IN
 LG0267'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0265 ***********************************************************************
 LG0265  DESIGNATION -  RATTLE AZ MK
 LG0265  PID         -  LG0265
 LG0265  STATE/COUNTY-  NE/GAGE
 LG0265  USGS QUAD   -  ODELL NE (1970)
 LG0265
 LG0265                         *CURRENT SURVEY CONTROL
 LG0265  ___________________________________________________________________
 LG0265* NAD 83(1995)-  40 13 09.04857(N)    096 49 20.55146(W)     ADJUSTED  
 LG0265* NAVD 88     -       434.754  (meters)    1426.36   (feet)  ADJUSTED  
 LG0265  ___________________________________________________________________
 LG0265  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 LG0265  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 LG0265  DYNAMIC HT  -         434.517 (meters)    1425.58  (feet)  COMP
 LG0265  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 LG0265
 LG0265  HORZ ORDER  -  THIRD
 LG0265  VERT ORDER  -  SECOND    CLASS 0
 LG0265
 LG0265.The horizontal coordinates were established by classical geodetic methods
 LG0265.and adjusted by the National Geodetic Survey in August 1997..
 LG0265
 LG0265.The orthometric height was determined by differential leveling
 LG0265.and adjusted by the National Geodetic Survey in June 1991..
 LG0265
 LG0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0265
 LG0265.The geoid height was determined by GEOID03.
 LG0265
 LG0265.The dynamic height is computed by dividing the NAVD 88
 LG0265.geopotential number by the normal gravity value computed on the
 LG0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0265.degrees latitude (g = 980.6199 gals.).
 LG0265
 LG0265.The modeled gravity was interpolated from observed gravity values.
 LG0265
 LG0265;                    North         East     Units Scale Factor Converg.
 LG0265;SPC NE       -    47,811.615   770,394.314   MT  0.99990811   +2 06 20.9
 LG0265;UTM  14      - 4,454,358.813   685,293.209   MT  1.00002266   +1 24 23.5
 LG0265
 LG0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0265!SPC NE       -   0.99993606  x   0.99990811  =   0.99984417
 LG0265!UTM  14      -   0.99993606  x   1.00002266  =   0.99995871
 LG0265
 LG0265                          SUPERSEDED SURVEY CONTROL
 LG0265
 LG0265  NAD 83(1986)-  40 13 09.05665(N)    096 49 20.54957(W) AD(       ) 3
 LG0265  NAD 27      -  40 13 09.05900(N)    096 49 19.45900(W) AD(       ) 3
 LG0265  NGVD 29 (??/??/92)  434.624  (m)         1425.93   (f) ADJ UNCH    2 0
 LG0265
 LG0265.Superseded values are not recommended for survey control.
 LG0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0265.See file dsdata.txt to determine how the superseded data were derived.
 LG0265
 LG0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8529354359(NAD 83)
 LG0265_MARKER: DZ = AZIMUTH MARK DISK
 LG0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0265_STAMPING: RATTLE AZIMUTH 1961
 LG0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0265+STABILITY: SURFACE MOTION
 LG0265
 LG0265  HISTORY     - Date     Condition        Report By
 LG0265  HISTORY     - 1961     MONUMENTED       CGS
 LG0265  HISTORY     - 1961     GOOD             CGS
 LG0265
 LG0265                          STATION DESCRIPTION
 LG0265
 LG0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0265'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF BEATRICE.
 LG0265'
 LG0265'THE AZIMUTH MARK IS 84 FEET S OF THE CENTER OF STATE HWY 136, 23
 LG0265'FEET W OF THE CENTER OF THE NORTH-SOUTH SECTION LINE ROAD, 14
 LG0265'FEET NORTH OF NORTH RAIL OF RAILROAD TRACKS AND 2 FEET SOUTHWEST
 LG0265'OF A METAL WITNESS POST WITH SIGN.  IT IS A STANDARD DISK STAMPED
 LG0265'RATTLE 1961, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 LG0265'THAT PROJECTS 6 INCHES.
 LG0265'
 LG0265'TO REACH FROM THE JUNCTION OF U.S. HWY 77 AND STATE HWY 136 IN
 LG0265'BEATRICE, GO WEST AND SOUTHWEST ON STATE HWY 136 FOR 7.2 MILES TO
 LG0265'A CROSSROAD AND THE MARK IN THE SOUTHWEST ANGLE.
 LG0265
 LG0265                          STATION RECOVERY (1961)
 LG0265
 LG0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LG0265'2.8 MI E FROM ELLIS.
 LG0265'2.85 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0265'FROM THE RAILROAD STATION IN ELLIS, 85.8 FEET SOUTH OF THE CENTER
 LG0265'OF CROSSING, 23 FEET WEST OF THE CENTER OF DIRT ROAD, 34.8 FEET
 LG0265'SOUTH OF A POWER POLE WITH TWO GUY WIRES, 14 FEET NORTH OF THE
 LG0265'NORTH RAIL, 2.3 FEET EAST OF RAILROAD CROSSING SIGN, 2.3 FEET
 LG0265'SOUTH OF A METAL WITNESS POST WITH SIGN, 1 FOOT LOWER THAN
 LG0265'RAILROAD AND LEVEL WITH THE DIRT ROAD, SET IN TOP OF A SQUARE
 LG0265'CONCRETE POST THAT PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0266 ***********************************************************************
 LG0266  DESIGNATION -  RATTLE RM 1
 LG0266  PID         -  LG0266
 LG0266  STATE/COUNTY-  NE/GAGE
 LG0266  USGS QUAD   -  ODELL NE (1970)
 LG0266
 LG0266                         *CURRENT SURVEY CONTROL
 LG0266  ___________________________________________________________________
 LG0266* NAD 83(1986)-  40 13 40.     (N)    096 48 43.     (W)     SCALED    
 LG0266* NAVD 88     -       430.981  (meters)    1413.98   (feet)  ADJUSTED  
 LG0266  ___________________________________________________________________
 LG0266  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 LG0266  DYNAMIC HT  -         430.746 (meters)    1413.21  (feet)  COMP
 LG0266  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 LG0266
 LG0266  VERT ORDER  -  SECOND    CLASS 0
 LG0266
 LG0266.The horizontal coordinates were scaled from a topographic map and have
 LG0266.an estimated accuracy of +/- 6 seconds.
 LG0266
 LG0266.The orthometric height was determined by differential leveling
 LG0266.and adjusted by the National Geodetic Survey in June 1991..
 LG0266
 LG0266.The geoid height was determined by GEOID03.
 LG0266
 LG0266.The dynamic height is computed by dividing the NAVD 88
 LG0266.geopotential number by the normal gravity value computed on the
 LG0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0266.degrees latitude (g = 980.6199 gals.).
 LG0266
 LG0266.The modeled gravity was interpolated from observed gravity values.
 LG0266
 LG0266;                    North         East    Units  Estimated Accuracy
 LG0266;SPC NE       -    48,800.      771,250.      MT  (+/- 180 meters Scaled)
 LG0266
 LG0266                          SUPERSEDED SURVEY CONTROL
 LG0266
 LG0266  NGVD 29 (??/??/92)  430.852  (m)         1413.55   (f) ADJ UNCH    2 0
 LG0266
 LG0266.Superseded values are not recommended for survey control.
 LG0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0266.See file dsdata.txt to determine how the superseded data were derived.
 LG0266
 LG0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK861553(NAD 83)
 LG0266_MARKER: DR = REFERENCE MARK DISK
 LG0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0266_STAMPING: RATTLE NO 1 1961
 LG0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0266+STABILITY: SURFACE MOTION
 LG0266
 LG0266  HISTORY     - Date     Condition        Report By
 LG0266  HISTORY     - 1961     MONUMENTED       CGS
 LG0266
 LG0266                          STATION DESCRIPTION
 LG0266
 LG0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0266'4 MI NE FROM ELLIS.
 LG0266'3.35 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0266'FROM THE RAILROAD STATION IN ELLIS, THEN 0.65 MILE NORTH ALONG
 LG0266'THE MISSILE ROAD, THROUGH THE GUARD GATE TO THE CENTER OF THE
 LG0266'WEST SIDE OF THE SITE, 61.7 FEET SOUTH OF THE STATION 6 INCHES
 LG0266'EAST OF THE FENCE, SET IN TOP OF A SQUARE CONCRETE POST THAT
 LG0266'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0268 ***********************************************************************
 LG0268  DESIGNATION -  RATTLE RM 2
 LG0268  PID         -  LG0268
 LG0268  STATE/COUNTY-  NE/GAGE
 LG0268  USGS QUAD   -  ODELL NE (1970)
 LG0268
 LG0268                         *CURRENT SURVEY CONTROL
 LG0268  ___________________________________________________________________
 LG0268* NAD 83(1986)-  40 13 40.     (N)    096 48 43.     (W)     SCALED    
 LG0268* NAVD 88     -       430.781  (meters)    1413.32   (feet)  ADJUSTED  
 LG0268  ___________________________________________________________________
 LG0268  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 LG0268  DYNAMIC HT  -         430.546 (meters)    1412.55  (feet)  COMP
 LG0268  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 LG0268
 LG0268  VERT ORDER  -  SECOND    CLASS 0
 LG0268
 LG0268.The horizontal coordinates were scaled from a topographic map and have
 LG0268.an estimated accuracy of +/- 6 seconds.
 LG0268
 LG0268.The orthometric height was determined by differential leveling
 LG0268.and adjusted by the National Geodetic Survey in June 1991..
 LG0268
 LG0268.The geoid height was determined by GEOID03.
 LG0268
 LG0268.The dynamic height is computed by dividing the NAVD 88
 LG0268.geopotential number by the normal gravity value computed on the
 LG0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0268.degrees latitude (g = 980.6199 gals.).
 LG0268
 LG0268.The modeled gravity was interpolated from observed gravity values.
 LG0268
 LG0268;                    North         East    Units  Estimated Accuracy
 LG0268;SPC NE       -    48,800.      771,250.      MT  (+/- 180 meters Scaled)
 LG0268
 LG0268                          SUPERSEDED SURVEY CONTROL
 LG0268
 LG0268  NGVD 29 (??/??/92)  430.652  (m)         1412.90   (f) ADJ UNCH    2 0
 LG0268
 LG0268.Superseded values are not recommended for survey control.
 LG0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0268.See file dsdata.txt to determine how the superseded data were derived.
 LG0268
 LG0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK861553(NAD 83)
 LG0268_MARKER: DR = REFERENCE MARK DISK
 LG0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0268_STAMPING: RATTLE NO 2 1961
 LG0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0268+STABILITY: SURFACE MOTION
 LG0268
 LG0268  HISTORY     - Date     Condition        Report By
 LG0268  HISTORY     - 1961     MONUMENTED       CGS
 LG0268
 LG0268                          STATION DESCRIPTION
 LG0268
 LG0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0268'4 MI NE FROM ELLIS.
 LG0268'3.35 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 LG0268'FROM THE RAILROAD STATION IN ELLIS, THEN 0.65 MILE NORTH ALONG
 LG0268'THE MISSILE ROAD, THROUGH THE GUARD GATE TO THE CENTER OF THE
 LG0268'WEST SIDE OF THE SITE, 57.3 FEET NORTH OF THE STATION, 51.2
 LG0268'FEET NORTH OF THE U.S. ARMY ENGINEER BENCH MARK, 6 INCHES EAST
 LG0268'OF THE FENCE, SET IN TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 LG0268'10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1295 ***********************************************************************
 LH1295  DESIGNATION -  RAVENNA
 LH1295  PID         -  LH1295
 LH1295  STATE/COUNTY-  NE/BUFFALO
 LH1295  USGS QUAD   -  POOLE (1974)
 LH1295
 LH1295                         *CURRENT SURVEY CONTROL
 LH1295  ___________________________________________________________________
 LH1295* NAD 83(1995)-  40 59 17.95891(N)    098 54 47.42913(W)     ADJUSTED  
 LH1295* NAVD 88     -       643.     (meters)    2110.     (feet)  SCALED    
 LH1295  ___________________________________________________________________
 LH1295  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 LH1295  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 LH1295
 LH1295  HORZ ORDER  -  THIRD
 LH1295
 LH1295.The horizontal coordinates were established by classical geodetic methods
 LH1295.and adjusted by the National Geodetic Survey in August 1997..
 LH1295
 LH1295.The orthometric height was scaled from a topographic map.
 LH1295
 LH1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1295
 LH1295.The geoid height was determined by GEOID03.
 LH1295
 LH1295;                    North         East     Units Scale Factor Converg.
 LH1295;SPC NE       -   128,809.057   591,426.455   MT  0.99969912   +0 43 12.8
 LH1295;UTM  14      - 4,537,464.315   507,303.425   MT  0.99960066   +0 03 25.0
 LH1295
 LH1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1295!SPC NE       -   0.99990292  x   0.99969912  =   0.99960206
 LH1295!UTM  14      -   0.99990292  x   0.99960066  =   0.99950361
 LH1295
 LH1295:                Primary Azimuth Mark                     Grid Az
 LH1295:SPC NE       -  VALLEY TWP KAC 36 ATT TOWER              155 17 29.0
 LH1295:UTM  14      -  VALLEY TWP KAC 36 ATT TOWER              155 57 16.8
 LH1295
 LH1295|---------------------------------------------------------------------|
 LH1295| PID    Reference Object                     Distance      Geod. Az  |
 LH1295|                                                           dddmmss.s |
 LH1295| LH1292 VALLEY TWP KAC 36 ATT TOWER         APPROX.15.8 KM 1560041.8 |
 LH1295| CN9549 RAVENNA RM 2                          9.998 METERS 17646     |
 LH1295| CN9547 RAVENNA AZ MK                                      1795503.4 |
 LH1295| LH1296 RAVENNA 2                            15.502 METERS 25843     |
 LH1295| CN9548 RAVENNA RM 1                         10.902 METERS 35613     |
 LH1295|---------------------------------------------------------------------|
 LH1295
 LH1295                          SUPERSEDED SURVEY CONTROL
 LH1295
 LH1295  NAD 83(1986)-  40 59 17.96833(N)    098 54 47.42946(W) AD(       ) 3
 LH1295  NAD 27      -  40 59 17.92800(N)    098 54 46.13000(W) AD(       ) 3
 LH1295
 LH1295.Superseded values are not recommended for survey control.
 LH1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1295.See file dsdata.txt to determine how the superseded data were derived.
 LH1295
 LH1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0730337464(NAD 83)
 LH1295_MARKER: DS = TRIANGULATION STATION DISK
 LH1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1295
 LH1295  HISTORY     - Date     Condition        Report By
 LH1295  HISTORY     - 1951     MONUMENTED       CGS
 LH1295  HISTORY     - 1955     GOOD             CGS
 LH1295
 LH1295                          STATION DESCRIPTION
 LH1295
 LH1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1295'THE STATION IS LOCATED 2.5 MILES SOUTH OF RAVENNA, NEAR THE HIGHEST
 LH1295'POINT OF A GRASS COVERED SAND HILL.  IT IS ON A HIGH BANK, 42
 LH1295'FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 4 FEET
 LH1295'WEST OF A WITNESS POST AND 3 FEET EAST OF A NORTH-SOUTH FENCE
 LH1295'LINE.  IT IS STAMPED RAVENNA 1951 AND PROJECTS 4 INCHES.
 LH1295'
 LH1295'REFERENCE MARK NO. 1 IS 42 FEET WEST OF THE CENTER OF A
 LH1295'NORTH-SOUTH GRAVELED ROAD AND 2 FEET EAST OF A NORTH-SOUTH FENCE
 LH1295'LINE.  IT IS ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION.
 LH1295'IT IS STAMPED RAVENNA NO 1 1951 AND PROJECTS 7 INCHES.
 LH1295'
 LH1295'REFERENCE MARK NO. 2 IS 41 FEET WEST OF THE CENTER OF A
 LH1295'NORTH-SOUTH GRAVELED ROAD AND 3 FEET EAST OF A NORTH-SOUTH FENCE
 LH1295'LINE.  IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 LH1295'IT IS STAMPED RAVENNA NO 2 1951 AND PROJECTS 4 INCHES.
 LH1295'
 LH1295'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LH1295'GRAVELED ROAD, 2 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 2 FEET
 LH1295'WEST OF A WITNESS POST.  IT IS STAMPED RAVENNA 1951 AND PROJECTS
 LH1295'6 INCHES.
 LH1295'
 LH1295'TO REACH THE STATION FROM THE POST OFFICE IN RAVENNA, GO SOUTH ON
 LH1295'A PAVED STREET FOR 0.4 MILE TO STATE HIGHWAY 2, CROSS STATE
 LH1295'HIGHWAY 2 AND CONTINUE SOUTH ON A GRAVELED ROAD FOR 2.05 MILES TO
 LH1295'THE STATION ON THE RIGHT AS DESCRIBED.
 LH1295'
 LH1295'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 LH1295'GRAVELED ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LH1295'DESCRIBED.
 LH1295
 LH1295                          STATION RECOVERY (1955)
 LH1295
 LH1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 LH1295'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LH1295'GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE STATION AND
 LH1295'REFERENCE MARKS.  THEY WERE MOVED AND A NEW STATION, RAVENNA 2,
 LH1295'WAS ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION OF RAVENNA 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1296 ***********************************************************************
 LH1296  DESIGNATION -  RAVENNA 2
 LH1296  PID         -  LH1296
 LH1296  STATE/COUNTY-  NE/BUFFALO
 LH1296  USGS QUAD   -  POOLE (1974)
 LH1296
 LH1296                         *CURRENT SURVEY CONTROL
 LH1296  ___________________________________________________________________
 LH1296* NAD 83(1995)-  40 59 17.86064(N)    098 54 48.07952(W)     ADJUSTED  
 LH1296* NAVD 88     -       643.     (meters)    2110.     (feet)  SCALED    
 LH1296  ___________________________________________________________________
 LH1296  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 LH1296  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 LH1296
 LH1296  HORZ ORDER  -  THIRD
 LH1296
 LH1296.The horizontal coordinates were established by classical geodetic methods
 LH1296.and adjusted by the National Geodetic Survey in August 1997..
 LH1296.No horizontal observational check was made to the station.
 LH1296
 LH1296.The orthometric height was scaled from a topographic map.
 LH1296
 LH1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1296
 LH1296.The geoid height was determined by GEOID03.
 LH1296
 LH1296;                    North         East     Units Scale Factor Converg.
 LH1296;SPC NE       -   128,805.836   591,411.296   MT  0.99969912   +0 43 12.4
 LH1296;UTM  14      - 4,537,461.270   507,288.231   MT  0.99960065   +0 03 24.6
 LH1296
 LH1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1296!SPC NE       -   0.99990292  x   0.99969912  =   0.99960206
 LH1296!UTM  14      -   0.99990292  x   0.99960065  =   0.99950360
 LH1296
 LH1296|---------------------------------------------------------------------|
 LH1296| PID    Reference Object                     Distance      Geod. Az  |
 LH1296|                                                           dddmmss.s |
 LH1296| CN9550 RAVENNA 2 RM 3                        7.269 METERS 01045     |
 LH1296| LH1295 RAVENNA                              15.502 METERS 07843     |
 LH1296| CN9551 RAVENNA 2 RM 4                       11.212 METERS 16745     |
 LH1296| CN9547 RAVENNA AZ MK                                      1784505.1 |
 LH1296|---------------------------------------------------------------------|
 LH1296
 LH1296                          SUPERSEDED SURVEY CONTROL
 LH1296
 LH1296  NAD 83(1986)-  40 59 17.87007(N)    098 54 48.07984(W) AD(       ) 3
 LH1296  NAD 27      -  40 59 17.83000(N)    098 54 46.78000(W) AD(       ) 3
 LH1296
 LH1296.Superseded values are not recommended for survey control.
 LH1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1296.See file dsdata.txt to determine how the superseded data were derived.
 LH1296
 LH1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL0728837461(NAD 83)
 LH1296_MARKER: DS = TRIANGULATION STATION DISK
 LH1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1296
 LH1296  HISTORY     - Date     Condition        Report By
 LH1296  HISTORY     - 1955     MONUMENTED       CGS
 LH1296
 LH1296                          STATION DESCRIPTION
 LH1296
 LH1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (GCM)
 LH1296'STATION IS LOCATED ABOUT 2 AND 1/2 MILES SOUTH OF RAVENNA AND 2
 LH1296'MILES SOUTH OF STATE HIGHWAY 2 ON THE HIGHEST POINT OF A SAND
 LH1296'HILL, 90 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 5.5 FEET
 LH1296'WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE
 LH1296'OF THE GROUND AND THE DISK IS STAMPED RAVENNA 2 1955.
 LH1296'
 LH1296'REFERENCE MARK NO. 3 IS 88 FEET WEST OF THE CENTER OF GRAVEL ROAD.
 LH1296'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED RAVENNA 2 NO
 LH1296'3 1955.
 LH1296'
 LH1296'REFERENCE MARK NO. 4 IS 85 FEET WEST OF THE CENTER OF GRAVEL ROAD.
 LH1296'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED RAVENNA 2
 LH1296'NO 4 1955.
 LH1296'
 LH1296'AZIMUTH MARK (1951) IS 36 FEET WEST OF THE CENTER OF GRAVEL ROAD,
 LH1296'2 FEET EAST OF A FENCE, AND 2 FEET WEST OF A WHITE WITNESS POST.
 LH1296'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED RAVENNA 1951.
 LH1296'
 LH1296'TO REACH THE STATION FROM THE POST OFFICE IN RAVENNA, GO SOUTH ON
 LH1296'A PAVED STREET FOR 0.4 MILE TO STATE HIGHWAY 2.  CROSS STATE
 LH1296'HIGHWAY 2 AND CONTINUE SOUTH ON GRAVEL ROAD FOR 2.05 MILE TO THE
 LH1296'STATION ON THE RIGHT.
 LH1296'
 LH1296'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL
 LH1296'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LH1296'
 LH1296'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9626 ***********************************************************************
 AG9626  DESIGNATION -  RAVENNA RESET
 AG9626  PID         -  AG9626
 AG9626  STATE/COUNTY-  NE/BUFFALO
 AG9626  USGS QUAD   -  RAVENNA (1953)
 AG9626
 AG9626                         *CURRENT SURVEY CONTROL
 AG9626  ___________________________________________________________________
 AG9626* NAD 83(1986)-  41 01 46.     (N)    098 54 45.     (W)     SCALED    
 AG9626* NAVD 88     -       614.50   (meters)    2016.1    (feet)  RESET     
 AG9626  ___________________________________________________________________
 AG9626  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AG9626
 AG9626  VERT ORDER  -  THIRD
 AG9626
 AG9626.The horizontal coordinates were scaled from a topographic map and have
 AG9626.an estimated accuracy of +/- 6 seconds.
 AG9626
 AG9626.The orthometric height was computed from unverified reset data.
 AG9626
 AG9626.The geoid height was determined by GEOID03.
 AG9626
 AG9626;                    North         East    Units  Estimated Accuracy
 AG9626;SPC NE       -   133,380.      591,430.      MT  (+/- 180 meters Scaled)
 AG9626
 AG9626                          SUPERSEDED SURVEY CONTROL
 AG9626
 AG9626.No superseded survey control is available for this station.
 AG9626
 AG9626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL073420(NAD 83)
 AG9626_MARKER: DV = VERTICAL CONTROL DISK
 AG9626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9626_STAMPING: RAVENNA RESET 1996
 AG9626_MARK LOGO: NGS   
 AG9626_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9626+STABILITY: SURFACE MOTION
 AG9626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9626+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9626
 AG9626  HISTORY     - Date     Condition        Report By
 AG9626  HISTORY     - 1996     MONUMENTED       NEDR
 AG9626
 AG9626                          STATION DESCRIPTION
 AG9626
 AG9626'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1996 (HED)
 AG9626'THE MARK IS IN RAVENNA, 2 BLOCKS NORTH OF THE CITY HALL, AT THE
 AG9626'INTERSECTION OF CARTHAGE STREET AND GRAND AVENUE, IN THE MEDIAN OF
 AG9626'GRAND AVENUE, WHICH IS ALSO STATE HIGHWAY 68, ON HIGHWAY RIGHT-OF-WAY
 AG9626'AND IN THE NE1/4, SEC8, T12N, R14W.  THE DISK IS SET INTO THE TOP OF A
 AG9626'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 120.18
 AG9626'FT (36.63 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH OF A BRICK
 AG9626'HOUSE AT 709 GRAND AVENUE, 118.10 FT (36.00 M) NORTHWEST OF THE
 AG9626'NORTHWEST CORNER OF A FRAME HOUSE AT 623 GRAND AVENUE, 80.4 FT (24.5
 AG9626'M) NORTHEAST OF THE TOP OF A FIRE HYDRANT, 47.60 FT (14.51 M) NORTH OF
 AG9626'THE CENTER OF THE INTERSECTION, 8.92 FT (2.72 M) NORTH-NORTHWEST OF
 AG9626'THE NORTHWEST CORNER OF THE CONCRETE BASE OF A STREET LAMP AND 2.0 FT
 AG9626'(0.6 M) WEST OF THE CENTERLINE OF THE MEDIAN. A MAGNET WAS PLACED INTO
 AG9626'THE NORTH EDGE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4175 ***********************************************************************
 AB4175  SACS        -  This is a Secondary Airport Control Station.
 AB4175  DESIGNATION -  RBE A
 AB4175  PID         -  AB4175
 AB4175  STATE/COUNTY-  NE/ROCK
 AB4175  USGS QUAD   -  BASSETT (1954)
 AB4175
 AB4175                         *CURRENT SURVEY CONTROL
 AB4175  ___________________________________________________________________
 AB4175* NAD 83(1995)-  42 33 54.20187(N)    099 33 43.94807(W)     ADJUSTED  
 AB4175* NAVD 88     -       715.65   (meters)    2347.9    (feet)  GPS OBS   
 AB4175  ___________________________________________________________________
 AB4175  X           -    -781,633.543 (meters)                     COMP
 AB4175  Y           -  -4,639,905.177 (meters)                     COMP
 AB4175  Z           -   4,292,508.426 (meters)                     COMP
 AB4175  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 AB4175  ELLIP HEIGHT-         692.48  (meters)          (01/07/02) GPS OBS
 AB4175  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AB4175
 AB4175  HORZ ORDER  -  FIRST
 AB4175  ELLP ORDER  -  FOURTH    CLASS II
 AB4175
 AB4175.This mark is at Rock County Airport (RBE)
 AB4175
 AB4175.The horizontal coordinates were established by GPS observations
 AB4175.and adjusted by the National Geodetic Survey in September 1997..
 AB4175
 AB4175.The orthometric height was determined by GPS observations and a
 AB4175.high-resolution geoid model.
 AB4175
 AB4175.GPS derived orthometric heights for airport stations designated as
 AB4175.PACS or SACS are published to 2 decimal places.  This maintains
 AB4175.centimeter relative accuracy between the PACS and SACS.  It does
 AB4175.not indicate centimeter accuracy relative to other marks which are
 AB4175.part of the NAVD 88 network.
 AB4175
 AB4175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4175
 AB4175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4175
 AB4175.The ellipsoidal height was determined by GPS observations
 AB4175.and is referenced to NAD 83.
 AB4175
 AB4175.The geoid height was determined by GEOID03.
 AB4175
 AB4175;                    North         East     Units Scale Factor Converg.
 AB4175;SPC NE       -   303,399.321   535,942.484   MT  0.99982974   +0 17 24.4
 AB4175;UTM  14      - 4,712,670.003   453,853.413   MT  0.99962620   -0 22 49.1
 AB4175
 AB4175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4175!SPC NE       -   0.99989141  x   0.99982974  =   0.99972117
 AB4175!UTM  14      -   0.99989141  x   0.99962620  =   0.99951765
 AB4175
 AB4175                          SUPERSEDED SURVEY CONTROL
 AB4175
 AB4175  ELLIP H (09/18/97)  692.53   (m)                       GP(       ) 4 2
 AB4175
 AB4175.Superseded values are not recommended for survey control.
 AB4175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4175.See file dsdata.txt to determine how the superseded data were derived.
 AB4175
 AB4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5385312670(NAD 83)
 AB4175_MARKER: I = METAL ROD
 AB4175_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4175_STAMPING: RBE A 1995
 AB4175_MARK LOGO: NGS   
 AB4175_PROJECTION: FLUSH
 AB4175_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4175+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4175_ROD/PIPE-DEPTH: 15.9 meters
 AB4175_SLEEVE-DEPTH  : 1 meters
 AB4175
 AB4175  HISTORY     - Date     Condition        Report By
 AB4175  HISTORY     - 1995     MONUMENTED       NGS
 AB4175
 AB4175                          STATION DESCRIPTION
 AB4175
 AB4175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4175'THE STATION IS LOCATED ABOUT 14.9 MI (24.0 KM) EAST OF AINSWORTH, 1.8
 AB4175'MI (2.9 KM) WEST OF BASSET AND AT THE BASSETT/ROCK COUNTY AIRPORT IN
 AB4175'LINE WITH THE THRESHOLD LIGHTS AT THE APPROACH END OF RUNWAY 31.
 AB4175'OWNERSHIP--ROCK COUNTY AIRPORT AUTHORITY, BOX 10, BASSETT NE 68714.
 AB4175'AIRPORT MANAGER IS BILL AUSTIN, PHONE (402) 684-3445 OR 684-3363.  TO
 AB4175'REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 20, 183 SOUTH AND
 AB4175'STATE HIGHWAY 7 NORTH IN BASSETT, GO WESTERLY ON US HIGHWAY 20/183 FOR
 AB4175'1.85 MI (2.98 KM) TO A ROAD LEFT, TURN LEFT AND GO SOUTH SOUTHWEST ON
 AB4175'THE GRAVEL AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A GATE AT A
 AB4175'BRICK HANGAR, PASS THROUGH GATE, TURN RIGHT AND GO SOUTHWEST ON THE
 AB4175'TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT AND GO SOUTHEAST
 AB4175'ON THE RUNWAY FOR 0.8 MI (1.3 KM) TO THE END OF THE RUNWAY, TURN LEFT
 AB4175'AND GO NORTHEAST ON THE TURNAROUND APRON FOR 0.05 MI (0.08 KM) TO THE
 AB4175'NORTHEAST EDGE OF THE PAVEMENT AND THE STATION JUST AHEAD.  THE
 AB4175'STATION IS 226.0 FT (68.9 M) NORTHEAST OF THE RUNWAY CENTER AT THE
 AB4175'SOUTHEAST END OF THE CONCRETE PAVEMENT, 72.8 FT (22.2 M) SOUTHWEST OF
 AB4175'A FENCE LINE AND WITNESS POST, 7.1 FT (2.2 M) EAST-NORTHEAST OF A
 AB4175'TAXIWAY LIGHT (81) AND 3.7 FT (1.1 M) NORTHEAST OF THE NORTHEAST EDGE
 AB4175'OF THE CONCRETE TURNAROUND PAVEMENT.  THIS STATION TO BE USED AS SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1865 ***********************************************************************
 MK1865  DESIGNATION -  REBEL
 MK1865  PID         -  MK1865
 MK1865  STATE/COUNTY-  NE/BUTLER
 MK1865  USGS QUAD   -  BRAINARD (1965)
 MK1865
 MK1865                         *CURRENT SURVEY CONTROL
 MK1865  ___________________________________________________________________
 MK1865* NAD 83(1995)-  41 12 22.77677(N)    097 07 13.53885(W)     ADJUSTED  
 MK1865* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 MK1865  ___________________________________________________________________
 MK1865  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 MK1865  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 MK1865
 MK1865  HORZ ORDER  -  SECOND
 MK1865
 MK1865.The horizontal coordinates were established by classical geodetic methods
 MK1865.and adjusted by the National Geodetic Survey in August 1997..
 MK1865
 MK1865.The orthometric height was scaled from a topographic map.
 MK1865
 MK1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1865
 MK1865.The geoid height was determined by GEOID03.
 MK1865
 MK1865;                    North         East     Units Scale Factor Converg.
 MK1865;SPC NE       -   156,457.746   741,392.479   MT  0.99967218   +1 54 29.8
 MK1865;UTM  14      - 4,563,364.813   657,584.747   MT  0.99990563   +1 14 18.5
 MK1865
 MK1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1865!SPC NE       -   0.99992706  x   0.99967218  =   0.99959926
 MK1865!UTM  14      -   0.99992706  x   0.99990563  =   0.99983269
 MK1865
 MK1865|---------------------------------------------------------------------|
 MK1865| PID    Reference Object                     Distance      Geod. Az  |
 MK1865|                                                           dddmmss.s |
 MK1865| CN9553 REBEL RM 2                           12.367 METERS 16346     |
 MK1865| CN9552 REBEL RM 1                           14.801 METERS 26453     |
 MK1865| MK1864 DAVID CITY ST MARYS CH SPIRE        APPROX. 5.8 KM 3534046.6 |
 MK1865|---------------------------------------------------------------------|
 MK1865
 MK1865                          SUPERSEDED SURVEY CONTROL
 MK1865
 MK1865  NAD 83(1986)-  41 12 22.78551(N)    097 07 13.53891(W) AD(       ) 2
 MK1865  NAD 27      -  41 12 22.73939(N)    097 07 12.41032(W) AD(       ) 2
 MK1865
 MK1865.Superseded values are not recommended for survey control.
 MK1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1865.See file dsdata.txt to determine how the superseded data were derived.
 MK1865
 MK1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5758563365(NAD 83)
 MK1865_MARKER: DD = SURVEY DISK
 MK1865_SETTING: 0 = UNSPECIFIED SETTING
 MK1865
 MK1865  HISTORY     - Date     Condition        Report By
 MK1865  HISTORY     - 1967     MONUMENTED       USGS
 MK1865
 MK1865                          STATION DESCRIPTION
 MK1865
 MK1865'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK1865'THE STATION IS LOCATED ABOUT 3.0 MI S. OF DAVID CITY, T. 14 N.,
 MK1865'R. 3 E., NEAR THE COR. SECS. 5, 6, 7 AND 8, 57 FT S., 48 FT W.
 MK1865'OF CENTER OF CROSSROADS, 5 FT N. OF FENCE AND WITNESS POST.
 MK1865'
 MK1865'TO REACH THE STATION FROM THE WATER TANK IN DAVID CITY, GO S.
 MK1865'ALONG 11TH ST. AND BUTLER COUNTY RD. 1, E. FOR 3.4 MI TO CROSSROADS
 MK1865'AND INTERSECTION OF STATE HWY. 92, THE STATION IS IN THE SW. COR.
 MK1865'OF THE CROSSROADS.
 MK1865'
 MK1865'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLET CRIMPED ON
 MK1865'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 MK1865'12 IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. CAP.
 MK1865'
 MK1865'THE STATION MARK IS STAMPED ET REBEL 1967.
 MK1865'
 MK1865'REFERENCE MARK 1 IS W. OF THE STATION, 60 FT S., 96 FT W. OF
 MK1865'CENTER OF CROSSROADS, 2 FT N. OF FENCE, STAMPED REBEL NO 1 1967.
 MK1865'
 MK1865'REFERENCE MARK 2 IS S. OF THE STATION, 97 FT S., 37 FT W. OF
 MK1865'CENTER OF CROSSROAD, ON FENCE LINE, STAMPED REBEL NO 2 1967.
 MK1865'
 MK1865'REFERENCE AZIMUTH CHURCH SPIRE IN DAVID CITY.
 MK1865'
 MK1865'AZIMUTH MARK - NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1211 ***********************************************************************
 LH1211  DESIGNATION -  RED
 LH1211  PID         -  LH1211
 LH1211  STATE/COUNTY-  NE/WEBSTER
 LH1211  USGS QUAD   -  RED CLOUD (1974)
 LH1211
 LH1211                         *CURRENT SURVEY CONTROL
 LH1211  ___________________________________________________________________
 LH1211* NAD 83(1995)-  40 07 04.13575(N)    098 30 28.86107(W)     ADJUSTED  
 LH1211* NAVD 88     -       551.     (meters)    1808.     (feet)  SCALED    
 LH1211  ___________________________________________________________________
 LH1211  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 LH1211  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 LH1211
 LH1211  HORZ ORDER  -  SECOND
 LH1211
 LH1211.The horizontal coordinates were established by classical geodetic methods
 LH1211.and adjusted by the National Geodetic Survey in August 1997..
 LH1211
 LH1211.The orthometric height was scaled from a topographic map.
 LH1211
 LH1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1211
 LH1211.The geoid height was determined by GEOID03.
 LH1211
 LH1211;                    North         East     Units Scale Factor Converg.
 LH1211;SPC NE       -    32,684.947   627,174.133   MT  0.99994883   +0 59 19.4
 LH1211;SPC KS N     -   198,233.793   356,690.255   MT  1.00007140   -0 19 17.1
 LH1211;UTM  14      - 4,440,949.700   541,923.349   MT  0.99962164   +0 19 01.3
 LH1211
 LH1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1211!SPC NE       -   0.99991760  x   0.99994883  =   0.99986644
 LH1211!SPC KS N     -   0.99991760  x   1.00007140  =   0.99998900
 LH1211!UTM  14      -   0.99991760  x   0.99962164  =   0.99953927
 LH1211
 LH1211|---------------------------------------------------------------------|
 LH1211| PID    Reference Object                     Distance      Geod. Az  |
 LH1211|                                                           dddmmss.s |
 LH1211| CN9555 RED RM 1                             17.890 METERS 01219     |
 LH1211| LH1617 RED RM 4                             25.213 METERS 04805     |
 LH1211| LH1614 RED AZ MK 2                         APPROX. 0.6 KM 0881224.1 |
 LH1211| LH1615 RED RM 2                             11.846 METERS 08941     |
 LH1211| LH1212 RED CLOUD MUNICIPAL TANK            APPROX. 2.7 KM 2075336.1 |
 LH1211| CN9554 RED AZ MK                                          2700021.5 |
 LH1211| LH1616 RED RM 3                             16.732 METERS 35839     |
 LH1211|---------------------------------------------------------------------|
 LH1211
 LH1211                          SUPERSEDED SURVEY CONTROL
 LH1211
 LH1211  NAD 83(1986)-  40 07 04.14014(N)    098 30 28.85983(W) AD(       ) 2
 LH1211  NAD 27      -  40 07 04.08400(N)    098 30 27.64500(W) AD(       ) 2
 LH1211
 LH1211.Superseded values are not recommended for survey control.
 LH1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1211.See file dsdata.txt to determine how the superseded data were derived.
 LH1211
 LH1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4192340950(NAD 83)
 LH1211_MARKER: DS = TRIANGULATION STATION DISK
 LH1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1211_SP_SET: CONCRETE POST
 LH1211_STAMPING: RED 1947
 LH1211_MARK LOGO: CGS   
 LH1211_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1211+STABILITY: SURFACE MOTION
 LH1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1211+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1981
 LH1211
 LH1211  HISTORY     - Date     Condition        Report By
 LH1211  HISTORY     - 1947     MONUMENTED       CGS
 LH1211  HISTORY     - 1947     GOOD             CGS
 LH1211  HISTORY     - 1966     GOOD             CGS
 LH1211  HISTORY     - 1975     GOOD             NGS
 LH1211  HISTORY     - 19810825 GOOD             NGS
 LH1211
 LH1211                          STATION DESCRIPTION
 LH1211
 LH1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1211'STATION IS LOCATED ABOUT 2 MILES NORTH OF RED CLOUD ON THE SUMMIT
 LH1211'OF A HIGH HILL.  THE MARK, STAMPED RED 1947, IS 28.5 FEET SOUTH
 LH1211'OF THE CENTER LINE OF AN EAST-WEST ROAD, 4.5 FEET NORTHWEST OF
 LH1211'A WITNESS POST, 3 FEET NORTH OF A WIRE FENCE AND PROJECTS 4
 LH1211'INCHES.
 LH1211'
 LH1211'REFERENCE MARK NO. 1, STAMPED RED NO 1 1947, IS 30 FEET NORTH
 LH1211'OF THE CENTER LINE OF AN EAST-WEST ROAD, 2 FEET SOUTH OF A
 LH1211'WIRE FENCE AND PROJECTS 2 INCHES.
 LH1211'
 LH1211'REFERENCE MARK NO. 2 STAMPED RED NO 2 1947, IS 28.5 FEET SOUTH
 LH1211'OF THE CENTER LINE OF AN EAST-WEST ROAD, 3 FEET NORTH OF A WIRE
 LH1211'FENCE AND PROJECTS 3 INCHES.
 LH1211'
 LH1211'THE AZIMUTH MARK, STAMPED RED 1947, IS 38.5 FEET WEST OF THE
 LH1211'CENTER LINE OF U.S. HIGHWAY NO. 281, 25.5 FEET SOUTH OF THE
 LH1211'CENTER LINE OF AN EAST-WEST ROAD, 2 FEET SOUTHEAST OF A FENCE
 LH1211'CORNER, 1.5 FEET EAST OF A WITNESS POST AND PROJECTS 3 INCHES.
 LH1211'
 LH1211'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 3
 LH1211'AND U.S. HIGHWAY NO. 281 IN RED CLOUD, GO NORTH ON U.S. HIGHWAY
 LH1211'281 FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT, EAST, AND GO 0.6
 LH1211'MILE TO THE SUMMIT OF A HIGH HILL AND STATION ALONG FENCE LINE.
 LH1211'
 LH1211'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY NO. 3
 LH1211'AND U.S. HIGHWAY NO. 281 IN RED CLOUD, GO NORTH ON U.S. HIGHWAY
 LH1211'NO. 281 FOR 2.0 MILES TO A CROSSROAD AND MARK IN SOUTHWEST
 LH1211'ANGLE OF INTERSECTION.
 LH1211'
 LH1211'A 74 FOOT SIGNAL AT STATION BEEMAN IS VISIBLE FROM THE GROUND.
 LH1211'
 LH1211'A 4 FOOT SIGNAL AT STATION HARRIS IS VISIBLE FROM THE GROUND.
 LH1211'
 LH1211'A 74 FOOT SIGNAL AT STATION COOPER 1898 IS VISIBLE FROM THE GROUND.
 LH1211'
 LH1211'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LH1211
 LH1211                          STATION RECOVERY (1947)
 LH1211
 LH1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LH1211'RECOVERED IN GOOD CONDITION.
 LH1211
 LH1211                          STATION RECOVERY (1966)
 LH1211
 LH1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1211'THE STATION MARK AND R.M. NO. 2 WERE RECOVERED AND FOUND IN
 LH1211'GOOD CONDITION.  R.M. NO. 1 WAS FOUND DISPLACED.  THE AZIMUTH
 LH1211'MARK WAS RECOVERED AND THE MARK SEEMED SOLID BUT THE EAST SIDE
 LH1211'OF THE MARK WAS EXPOSED AND THE MARK WOULD BE DESTROYED IN
 LH1211'THE NEAR FUTURE.  A NEW AZIMUTH MARK WAS ESTABLISHED AND ONE
 LH1211'NEW REFERENCE MARK WAS SET.  THE ANGLE BETWEEN THE 1947 AZIMUTH
 LH1211'MARK AND THE RED CLOUD STANDPIPE FAILED TO CHECK BY ABOUT 10
 LH1211'SECONDS.
 LH1211'
 LH1211'TO REACH FROM RED CLOUD, FROM THE JUNCTION OF U.S. HIGHWAYS
 LH1211'136 AND 281, GO NORTH ON U.S. 281 FOR 2.0 MILES TO CROSSROADS,
 LH1211'TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.6 MILE TO THE
 LH1211'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 LH1211'CONTINUE EAST ON THE MAIN ROAD FOR 0.35 MILE TO THE MARK ON
 LH1211'THE LEFT.
 LH1211'
 LH1211'THE STATION IS 83.5 FEET EAST OF A TELEPHONE POLE, 28.5 FEET
 LH1211'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND 1 FOOT WEST OF
 LH1211'A METAL WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK
 LH1211'IS STAMPED RED 1947.
 LH1211'
 LH1211'R.M. NO. 2 IS 27.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE
 LH1211'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED RED NO 2 1947.
 LH1211'
 LH1211'R.M. NO. 3 IS 26.5 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 LH1211'1 FOOT SOUTH OF AN EAST-WEST FENCE.  THE MARK PROJECTS 2 INCHES
 LH1211'AND THE DISK IS STAMPED RED NO 3 1947.
 LH1211'
 LH1211'THE AZIMUTH MARK IS 0.05 MILE WEST OF CROSSROADS, 22 FEET NORTH
 LH1211'OF CENTERLINE OF ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND 1
 LH1211'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 3 INCHES AND THE
 LH1211'DISK IS STAMPED RED 1947 AZ 2 1966.
 LH1211'
 LH1211'THE DISTANCE BETWEEN R.M. NO 2 AND R.M. NO 3 IS 67.82 FT. - 20.671
 LH1211'M.
 LH1211'
 LH1211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 LH1211'NORTH OF RED CLOUD
 LH1211
 LH1211                          STATION RECOVERY (1975)
 LH1211
 LH1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1211'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND AZIMUTH MARK 2 1966
 LH1211'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1966 DESCRIPTION IS
 LH1211'ADEQUATE FOR RECOVERY OF THE STATION.
 LH1211'
 LH1211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.0 MILES
 LH1211'NORTH OF RED CLOUD.
 LH1211
 LH1211                          STATION RECOVERY (1981)
 LH1211
 LH1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1614 ***********************************************************************
 LH1614  DESIGNATION -  RED AZ MK 2
 LH1614  PID         -  LH1614
 LH1614  STATE/COUNTY-  NE/WEBSTER
 LH1614  USGS QUAD   -  RED CLOUD (1974)
 LH1614
 LH1614                         *CURRENT SURVEY CONTROL
 LH1614  ___________________________________________________________________
 LH1614* NAD 83(1995)-  40 07 04.75101(N)    098 30 03.23229(W)     ADJUSTED  
 LH1614* NAVD 88     -       548.     (meters)    1798.     (feet)  SCALED    
 LH1614  ___________________________________________________________________
 LH1614  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 LH1614  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 LH1614
 LH1614  HORZ ORDER  -  THIRD
 LH1614
 LH1614.The horizontal coordinates were established by classical geodetic methods
 LH1614.and adjusted by the National Geodetic Survey in August 1997..
 LH1614
 LH1614.The orthometric height was scaled from a topographic map.
 LH1614
 LH1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1614
 LH1614.The geoid height was determined by GEOID03.
 LH1614
 LH1614;                    North         East     Units Scale Factor Converg.
 LH1614;SPC NE       -    32,714.417   627,780.564   MT  0.99994876   +0 59 36.4
 LH1614;UTM  14      - 4,440,972.050   542,529.886   MT  0.99962227   +0 19 17.8
 LH1614
 LH1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1614!SPC NE       -   0.99991806  x   0.99994876  =   0.99986682
 LH1614!UTM  14      -   0.99991806  x   0.99962227  =   0.99954036
 LH1614
 LH1614                          SUPERSEDED SURVEY CONTROL
 LH1614
 LH1614  NAD 83(1986)-  40 07 04.75545(N)    098 30 03.23101(W) AD(       ) 3
 LH1614
 LH1614.Superseded values are not recommended for survey control.
 LH1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1614.See file dsdata.txt to determine how the superseded data were derived.
 LH1614
 LH1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4253040972(NAD 83)
 LH1614_MARKER: DZ = AZIMUTH MARK DISK
 LH1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1614_SP_SET: CONCRETE POST
 LH1614_STAMPING: RED 1947 AZ 2 1966
 LH1614_MARK LOGO: CGS   
 LH1614_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1614+STABILITY: SURFACE MOTION
 LH1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1614+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1981
 LH1614
 LH1614  HISTORY     - Date     Condition        Report By
 LH1614  HISTORY     - 1966     MONUMENTED       CGS
 LH1614  HISTORY     - 19810825 GOOD             NGS
 LH1614
 LH1614                          STATION DESCRIPTION
 LH1614
 LH1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LH1614'THE STATION IS LOCATED ABOUT 3.6 KM (2.2 MI) NORTH FROM RED CLOUD, 1.6
 LH1614'KM (1.0 MI) EAST FROM U.S. HIGHWAY 281 AND ON THE NORTH RIGHT-OF-WAY
 LH1614'OF A GRADED COUNTY ROAD.
 LH1614'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 136 AND 281, IN RED CLOUD,
 LH1614'GO NORTH ON HIGHWAY 281 FOR 3.22 KM (2.00 MI) TO A GRADED CROSSROAD.
 LH1614'TURN RIGHT AND GO EAST ON THE GRADED ROAD FOR 1.61 KM (1.00 MI) TO
 LH1614'THE MARK ON THE LEFT, ABOUT 80 M (262.5 FT) WEST FROM A CROSSROAD.
 LH1614'THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 LH1614'0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.  IT IS 7.0 M (23.0 FT)
 LH1614'NORTH FROM THE CENTERLINE OF THE ROAD, 5.0 M (16.4 FT) WEST FROM THE
 LH1614'CENTERLINE OF A FIELD ENTRANCE AND 0.57 M (1.87 FT) WEST FROM A
 LH1614'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1043 ***********************************************************************
 ML1043  DESIGNATION -  RED CHURCH SPIRE
 ML1043  PID         -  ML1043
 ML1043  STATE/COUNTY-  NE/WHEELER
 ML1043  USGS QUAD   -  CEDAR RAPIDS SE (1985)
 ML1043
 ML1043                         *CURRENT SURVEY CONTROL
 ML1043  ___________________________________________________________________
 ML1043* NAD 83(1995)-  41 31 19.85834(N)    098 02 29.96705(W)     ADJUSTED  
 ML1043* NAVD 88     -                                                        
 ML1043  ___________________________________________________________________
 ML1043  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 ML1043  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 ML1043
 ML1043  HORZ ORDER  -  THIRD
 ML1043
 ML1043.The horizontal coordinates were established by classical geodetic methods
 ML1043.and adjusted by the National Geodetic Survey in August 1997..
 ML1043
 ML1043
 ML1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1043
 ML1043.The geoid height was determined by GEOID03.
 ML1043
 ML1043;                    North         East     Units Scale Factor Converg.
 ML1043;SPC NE       -   189,355.437   663,388.513   MT  0.99965864   +1 17 52.0
 ML1043;UTM  14      - 4,597,170.265   579,959.077   MT  0.99967868   +0 38 07.2
 ML1043
 ML1043                          SUPERSEDED SURVEY CONTROL
 ML1043
 ML1043  NAD 83(1986)-  41 31 19.86512(N)    098 02 29.97022(W) AD(       ) 4
 ML1043  NAD 27      -  41 31 19.82000(N)    098 02 28.75000(W) AD(       ) 3
 ML1043
 ML1043.Superseded values are not recommended for survey control.
 ML1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1043.See file dsdata.txt to determine how the superseded data were derived.
 ML1043
 ML1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7995997170(NAD 83)
 ML1043_MARKER: 90 = CHURCH SPIRE
 ML1043
 ML1043  HISTORY     - Date     Condition        Report By
 ML1043  HISTORY     - 1930     FIRST OBSERVED   CGS
 ML1043
 ML1043                          STATION DESCRIPTION
 ML1043
 ML1043'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0379 ***********************************************************************
 LH0379  DESIGNATION -  RED CLOUD
 LH0379  PID         -  LH0379
 LH0379  STATE/COUNTY-  NE/WEBSTER
 LH0379  USGS QUAD   -  RED CLOUD (1974)
 LH0379
 LH0379                         *CURRENT SURVEY CONTROL
 LH0379  ___________________________________________________________________
 LH0379* NAD 83(1986)-  40 05 27.     (N)    098 31 19.     (W)     SCALED    
 LH0379* NAVD 88     -       525.557  (meters)    1724.26   (feet)  ADJUSTED  
 LH0379  ___________________________________________________________________
 LH0379  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LH0379  DYNAMIC HT  -         525.235 (meters)    1723.21  (feet)  COMP
 LH0379  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 LH0379
 LH0379  VERT ORDER  -  SECOND    CLASS 0
 LH0379
 LH0379.The horizontal coordinates were scaled from a topographic map and have
 LH0379.an estimated accuracy of +/- 6 seconds.
 LH0379
 LH0379.The orthometric height was determined by differential leveling
 LH0379.and adjusted by the National Geodetic Survey in June 1991..
 LH0379
 LH0379.The geoid height was determined by GEOID03.
 LH0379
 LH0379.The dynamic height is computed by dividing the NAVD 88
 LH0379.geopotential number by the normal gravity value computed on the
 LH0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0379.degrees latitude (g = 980.6199 gals.).
 LH0379
 LH0379.The modeled gravity was interpolated from observed gravity values.
 LH0379
 LH0379;                    North         East    Units  Estimated Accuracy
 LH0379;SPC NE       -    29,670.      626,040.      MT  (+/- 180 meters Scaled)
 LH0379
 LH0379                          SUPERSEDED SURVEY CONTROL
 LH0379
 LH0379  NGVD 29 (??/??/92)  525.341  (m)         1723.56   (f) ADJ UNCH    2 0
 LH0379
 LH0379.Superseded values are not recommended for survey control.
 LH0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0379.See file dsdata.txt to determine how the superseded data were derived.
 LH0379
 LH0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK407379(NAD 83)
 LH0379_MARKER: DB = BENCH MARK DISK
 LH0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0379_STAMPING: RED CLOUD 1934
 LH0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0379+STABILITY: SURFACE MOTION
 LH0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH0379+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2003
 LH0379
 LH0379  HISTORY     - Date     Condition        Report By
 LH0379  HISTORY     - 1934     MONUMENTED       CGS
 LH0379  HISTORY     - 20031117 GOOD             INDIV
 LH0379
 LH0379                          STATION DESCRIPTION
 LH0379
 LH0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0379'AT RED CLOUD.
 LH0379'AT RED CLOUD, WEBSTER COUNTY, AT THE COUNTY COURTHOUSE, 24 FEET
 LH0379'SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING, 33 FEET WEST
 LH0379'OF THE CENTER OF THE STEPS AT THE SOUTH ENTRANCE, AND 3 FEET
 LH0379'NORTH OF THE NORTH EDGE OF THE SIDEWALK.  A STANDARD DISK,
 LH0379'STAMPED RED CLOUD 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LH0379
 LH0379                          STATION RECOVERY (2003)
 LH0379
 LH0379'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JDF)
 LH0379'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1212 ***********************************************************************
 LH1212  DESIGNATION -  RED CLOUD MUNICIPAL TANK
 LH1212  PID         -  LH1212
 LH1212  STATE/COUNTY-  NE/WEBSTER
 LH1212  USGS QUAD   -  RED CLOUD (1974)
 LH1212
 LH1212                         *CURRENT SURVEY CONTROL
 LH1212  ___________________________________________________________________
 LH1212* NAD 83(1995)-  40 05 46.75140(N)    098 31 22.19542(W)     ADJUSTED  
 LH1212* NAVD 88     -                                                        
 LH1212  ___________________________________________________________________
 LH1212  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 LH1212  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LH1212
 LH1212  HORZ ORDER  -  THIRD
 LH1212
 LH1212.The horizontal coordinates were established by classical geodetic methods
 LH1212.and adjusted by the National Geodetic Survey in August 1997..
 LH1212
 LH1212
 LH1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1212
 LH1212.The geoid height was determined by GEOID03.
 LH1212
 LH1212;                    North         East     Units Scale Factor Converg.
 LH1212;SPC NE       -    30,276.917   625,952.218   MT  0.99995786   +0 58 44.1
 LH1212;SPC KS N     -   195,854.052   355,413.463   MT  1.00006578   -0 19 50.9
 LH1212;UTM  14      - 4,438,556.954   540,673.706   MT  0.99962037   +0 18 26.4
 LH1212
 LH1212                          SUPERSEDED SURVEY CONTROL
 LH1212
 LH1212  NAD 83(1986)-  40 05 46.75669(N)    098 31 22.19336(W) AD(       ) 4
 LH1212  NAD 27      -  40 05 46.71300(N)    098 31 20.96000(W) AD(       ) 3
 LH1212
 LH1212.Superseded values are not recommended for survey control.
 LH1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1212.See file dsdata.txt to determine how the superseded data were derived.
 LH1212
 LH1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4067438557(NAD 83)
 LH1212_MARKER: 52 = STANDPIPE TANK
 LH1212_MARK LOGO: CGS   
 LH1212
 LH1212  HISTORY     - Date     Condition        Report By
 LH1212  HISTORY     - 1898     FIRST OBSERVED   CGS
 LH1212  HISTORY     - 1935     GOOD             CGS
 LH1212  HISTORY     - 1947     GOOD             CGS
 LH1212  HISTORY     - 19810825 GOOD             NGS
 LH1212
 LH1212                          STATION DESCRIPTION
 LH1212
 LH1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 LH1212'ACCORDING TO THE STATEMENT OF THE WATER COMMISSIONER OF RED
 LH1212'CLOUD, THE PRESENT STANDPIPE WAS ERECTED IN 1887 AND HAS NEVER
 LH1212'BEEN CHANGED IN ANY WAY SINCE THAT DATE.
 LH1212
 LH1212                          STATION RECOVERY (1947)
 LH1212
 LH1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1212'IT IS LOCATED IN THE NORTHWEST EDGE OF THE TOWN, 200 FEET WEST OF
 LH1212'THE CENTER OF N. SEWARD ST. AND 84 FEET NORTH OF THE CENTER OF
 LH1212'11 TH AVE.  IT IS A CYLINDRICAL STEEL STRUCTURE WHICH IS 14
 LH1212'FEET IN DIAMETER.  IT HAS A FLAT TOP AND THE OVERALL HEIGHT IS
 LH1212'APPROXIMATELY 85 FEET.  THE POINT OBSERVED UPON WAS THE CENTER
 LH1212'OF STANDPIPE.
 LH1212
 LH1212                          STATION RECOVERY (1981)
 LH1212
 LH1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LH1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0523 ***********************************************************************
 MN0523  DESIGNATION -  REDING
 MN0523  PID         -  MN0523
 MN0523  STATE/COUNTY-  NE/MORRILL
 MN0523  USGS QUAD   -  REDINGTON (1979)
 MN0523
 MN0523                         *CURRENT SURVEY CONTROL
 MN0523  ___________________________________________________________________
 MN0523* NAD 83(1995)-  41 37 16.43628(N)    103 17 47.24763(W)     ADJUSTED  
 MN0523* NAVD 88     -      1384.3    (meters)    4542.     (feet)  VERTCON   
 MN0523  ___________________________________________________________________
 MN0523  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 MN0523  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 MN0523
 MN0523  HORZ ORDER  -  FIRST
 MN0523
 MN0523.The horizontal coordinates were established by classical geodetic methods
 MN0523.and adjusted by the National Geodetic Survey in August 1997..
 MN0523
 MN0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0523
 MN0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0523
 MN0523.The geoid height was determined by GEOID03.
 MN0523
 MN0523;                    North         East     Units Scale Factor Converg.
 MN0523;SPC NE       -   203,737.049   225,432.116   MT  0.99966061   -2 11 04.4
 MN0523;UTM  13      - 4,609,125.031   641,919.382   MT  0.99984786   +1 07 54.1
 MN0523
 MN0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0523!SPC NE       -   0.99978597  x   0.99966061  =   0.99944665
 MN0523!UTM  13      -   0.99978597  x   0.99984786  =   0.99963386
 MN0523
 MN0523|---------------------------------------------------------------------|
 MN0523| PID    Reference Object                     Distance      Geod. Az  |
 MN0523|                                                           dddmmss.s |
 MN0523| CP8483 REDING WM 2                           7.681 METERS 05425     |
 MN0523| MN0518 NORTHPORT WATER TANK                APPROX.17.8 KM 0662039.2 |
 MN0523| MN0517 BRIDGEPORT WATER TANK               APPROX.17.0 KM 0730003.5 |
 MN0523| CP8479 REDING RM 1 AZIMUTH                                0901342.4 |
 MN0523| CP8482 REDING WM 1                          16.045 METERS 10009     |
 MN0523| CP8481 REDING RM 3                          15.740 METERS 11451     |
 MN0523| CP8480 REDING RM 2                          41.849 METERS 22425     |
 MN0523| MN0529 BAYARD SUGAR MILL CHIMNEY           APPROX.15.8 KM 3481123.5 |
 MN0523| MN0530 BAYARD SUGAR MILL WATER TANK        APPROX.15.7 KM 3483506.6 |
 MN0523| MN0531 BAYARD MUNICIPAL TANK               APPROX.15.8 KM 3520928.2 |
 MN0523|---------------------------------------------------------------------|
 MN0523
 MN0523                          SUPERSEDED SURVEY CONTROL
 MN0523
 MN0523  NAD 83(1995)-  41 37 16.43611(N)    103 17 47.24766(W) AD(       ) 1
 MN0523  NAD 83(1986)-  41 37 16.42810(N)    103 17 47.25062(W) AD(       ) 1
 MN0523  NAD 27      -  41 37 16.52800(N)    103 17 45.48900(W) AD(       ) 1
 MN0523  NGVD 29 (07/19/86) 1383.7    (m)         4540.     (f) VERT ANG       
 MN0523
 MN0523.Superseded values are not recommended for survey control.
 MN0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0523.See file dsdata.txt to determine how the superseded data were derived.
 MN0523
 MN0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG4191909125(NAD 83)
 MN0523_MARKER: DS = TRIANGULATION STATION DISK
 MN0523_SETTING: 0 = UNSPECIFIED SETTING
 MN0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0523+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 MN0523
 MN0523  HISTORY     - Date     Condition        Report By
 MN0523  HISTORY     - 1933     MONUMENTED       CGS
 MN0523  HISTORY     - 1963     GOOD             CGS
 MN0523  HISTORY     - 1973     GOOD             NGS
 MN0523  HISTORY     - 20060627 GOOD             NEDR
 MN0523
 MN0523                          STATION DESCRIPTION
 MN0523
 MN0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0523'ABOUT 10 MILES EAST OF SOUTH OF BAYARD, 10 MILES SOUTHWEST
 MN0523'OF BRIDGEPORT AND 1 MILE WEST OF ROAD OVER REDINGTON GAP,
 MN0523'ON A HIGH SUMMIT NEAR THE EAST END OF WILDCAT RIDGE.
 MN0523'
 MN0523'REACHED FROM BAYARD VIA REDINGTON GAP ROAD, SOUTH 12 MILES
 MN0523'TO AN AUTO GATE WHICH IS ABOUT 1/2 MILE NORTH OF THE SUMMIT
 MN0523'OF REDINGTON GAP.  LEAVE ROAD HERE AND DRIVE SOUTHWEST 1/2
 MN0523'MILE TO MOUTH OF LARGE CANYON, WHENCE STATION IS REACHED
 MN0523'BY PACKING UP RIDGES SOUTHWEST ABOUT 1/2 MILE.  STATION IS
 MN0523'ON SUMMIT OF FIRST HILL FROM EAST WHICH HAS TREES ON TOP.
 MN0523'STATION MARK IS A STANDARD TABLET SET IN TOP OF 6-INCH
 MN0523'CAST-IRON PIPE FILLED WITH CONCRETE.
 MN0523'
 MN0523'REFERENCE MARK NO. 1, AZIMUTH MARK, IS ON KNOLL ON RIDGE
 MN0523'1/3 MILE EAST OF STATION AND ABOUT 50 FEET WEST OF LONE PINE
 MN0523'TREE.  A STANDARD REFERENCE MARK TABLET SET IN 6-INCH CAST-IRON
 MN0523'PIPE FILLED WITH CONCRETE.
 MN0523'
 MN0523'REFERENCE MARK NO. 2 IS SIMILAR MARK SOUTHWEST OF STATION ON
 MN0523'SAME SUMMIT.
 MN0523'
 MN0523'WITNESS MARK NO. 1 IS NAIL IN TRIANGLE BLAZE ON A SMALL PINE
 MN0523'TREE EAST OF STATION.
 MN0523'
 MN0523'WITNESS MARK NO. 2 IS NAIL IN TRIANGLE BLAZE ON STUB OF PINE
 MN0523'TREE NORTHEAST.
 MN0523
 MN0523                          STATION RECOVERY (1963)
 MN0523
 MN0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0523'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 MN0523'AND WITNESS MARK NO. 1 WERE RECOVERED AS DESCRIBED AND FOUND
 MN0523'IN GOOD CONDITION.  WITNESS MARK NO. 2 HAS BEEN DESTROYED.
 MN0523'A NEW REFERENCE MARK WAS ESTABLISHED.  A NEW DESCRIPTION
 MN0523'FOLLOWS.
 MN0523'
 MN0523'THE STATION IS LOCATED 10 MILES SOUTH-SOUTHEAST OF BAYARD,
 MN0523'6 MILES WEST-SOUTHWEST OF BRIDGEPORT, 3 MILES NORTH-NORTHWEST
 MN0523'OF REDINGTON, 100 YARDS SOUTH OF AN EAST-WEST FENCE LINE,
 MN0523'ON A SUMMIT OF WILDCAT RIDGE, ON PROPERTY OWNED BY THE COULTER
 MN0523'BROTHERS RANCH.
 MN0523'
 MN0523'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRIDGEPORT,
 MN0523'GO SOUTH AND WEST ON STATE HIGHWAY 88 FOR 14.5 MILES TO A
 MN0523'CROSSROAD AT THE SMALL VILLAGE OF REDINGTON.  TURN RIGHT
 MN0523'AND GO NORTH ON A GRAVELED ROAD FOR 2.95 MILES TO A CATTLEGUARD.
 MN0523'TURN LEFT AND GO WEST ACROSS AN OPEN PASTURE ALONG THE SOUTH
 MN0523'SIDE OF AN EAST-WEST FENCE LINE FOR 0.2 MILE TO A DITCH AND
 MN0523'THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL, PACK
 MN0523'WEST CROSSING A CANYON, THENCE UP THE SLOPE TO THE TOP OF
 MN0523'THE RIDGE AND THE AZIMUTH MARK AS DESCRIBED.  FROM THE
 MN0523'AZIMUTH MARK, PACK WEST ALONG THE TOP OF THE RIDGE FOR ABOUT
 MN0523'0.3 MILE TO THE STATION AS DESCRIBED.  REQUIRED 30 MINUTES
 MN0523'PACKING TIME.
 MN0523'
 MN0523'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0523'6-INCH CAST IRON PIPE FILLED WITH CONCRETE WHICH PROJECTS
 MN0523'8 INCHES AND IS STAMPED REDING 1933.  IT IS 52.7 FEET WEST
 MN0523'OF AN 8-INCH SCRUB PINE TREE WITH A WITNESS SIGN NAILED TO
 MN0523'IT AND 52.7 FEET WEST OF WITNESS MARK NO. 1.
 MN0523'
 MN0523'REFERENCE MARK NO. 1 WAS USED FOR THE AZIMUTH MARK.  IT IS A
 MN0523'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 6-INCH
 MN0523'CAST IRON PIPE FILLED WITH CONCRETE WHICH PROJECTS 6 INCHES
 MN0523'AND IS STAMPED REDING NO 1 1933.  IT IS 1.7 FEET NORTHWEST
 MN0523'OF A METAL WITNESS POST.
 MN0523'
 MN0523'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0523'6-INCH CAST IRON PIPE FILLED WITH CONCRETE WHICH PROJECTS
 MN0523'10 INCHES AND IS STAMPED REDING NO 2 1933.  IT IS 10 FEET
 MN0523'LOWER IN ELEVATION THAN THE STATION MARK.
 MN0523'
 MN0523'REFERENCE MARK NO. 3 IS A STANDARD DISK BRAZED TO THE TOP
 MN0523'OF A 1 1/2-INCH IRON PIPE WHICH PROJECTS 10 INCHES AND IS
 MN0523'STAMPED REDING NO 3 1933.  IT IS 13.4 FEET SOUTH-SOUTHWEST
 MN0523'OF AN 8-INCH SCRUB PINE TREE WITH A WITNESS SIGN NAILED
 MN0523'TO IT.  THE MARK IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 MN0523'THE STATION MARK.
 MN0523'
 MN0523'WITNESS MARK NO. 1 IS A NAIL IN A TRIANGLE BLAZE ON THE WEST
 MN0523'SIDE OF AN 8-INCH SCRUB PINE TREE.
 MN0523
 MN0523                          STATION RECOVERY (1973)
 MN0523
 MN0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0523'THE STATION MARK, REFERENCE MARKS 1, (AZIMUTH MARK), 2 AND
 MN0523'3, AND WITNESS MARK 1 WERE RECOVERED AND FOUND TO BE IN GOOD
 MN0523'CONDITION.  THE DISTANCE AND DIRECTION TO ALL THE MARKS
 MN0523'COMPARED FAVORABLY WITH THE 1933 DATA.  A COMPLETE NEW DESCRIPTION
 MN0523'FOLLOWS--
 MN0523'
 MN0523'THE STATION IS LOCATED ABOUT 10.5 MILES WEST-SOUTHWEST OF
 MN0523'BRIDGEPORT, 9 MILES SOUTH OF BAYARD, 3 MILES NORTH-NORTHWEST
 MN0523'OF REDINGTON AND ON THE APPARENT HIGHEST POINT OF THE EAST
 MN0523'END OF A RIDGE KNOWN AS THE WILDCAT HILLS.  THE PROPERTY
 MN0523'IS OWNED BY THE COULTER BROTHERS RANCH.
 MN0523'
 MN0523'TO REACH THE STATION FROM THE POST OFFICE IN BAYARD GO SOUTH
 MN0523'ON U.S. HIGHWAY 26 FOR 2.7 MILES TO THE JUNCTION OF STATE
 MN0523'HIGHWAY 92.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 26 AND
 MN0523'STATE HIGHWAY 92 FOR 2.3 MILES TO A GRAVELED SIDE ROAD RIGHT.
 MN0523'TURN RIGHT AND GO SOUTHERLY ON THE GRAVELED ROAD FOR 2.4 MILES
 MN0523'TO A CATTLE GUARD.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR
 MN0523'2.9 MILES TO A CATTLE GUARD JUST BEFORE REACHING THE SUMMIT
 MN0523'OF THE RIDGE.  TURN RIGHT AND GO WEST ALONG THE NORTH SIDE
 MN0523'OF A FENCE FOR 0.3 MILE TO A DEEP WASH AND THE END OF TRUCK
 MN0523'TRAVEL.  PACK WEST ALONG THE FENCE, THENCE WESTERLY UP STEEP
 MN0523'SLOPE TO A SADDLE, THENCE WEST AND NORTHWEST ALONG THE TOP
 MN0523'OF THE RIDGE TO REFERENCE MARK 1, (THE MARK IS ABOUT 100 FEET
 MN0523'NORTH OF AN EXTENDED LINE OF THE FENCE LINE), THENCE
 MN0523'WESTERLY ALONG THE TOP OF THE RIDGE FOR ABOUT 0.3 MILE
 MN0523'TO THE APPARENT HIGHEST POINT AND THE STATION.  ABOUT A 45
 MN0523'MINUTE PACK.
 MN0523'
 MN0523'THE STATION MARK IS A STANDARD DISK STAMPED REDING 1933,
 MN0523'CEMENTED IN THE TOP OF A 6 INCH IRON PIPE THAT PROJECTS 10
 MN0523'INCHES ABOVE THE GROUND SURFACE.  IT IS 52 FEET WEST OF A
 MN0523'10 INCH PINE TREE WITH WITNESS SIGN ATTACHED TO THE EAST
 MN0523'SIDE.
 MN0523'
 MN0523'REFERENCE MARK 1, (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 MN0523'REDING NO 1 1933, CEMENTED IN THE TOP OF A 6 INCH IRON PIPE
 MN0523'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MN0523'2 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 MN0523'
 MN0523'REFERENCE MARK 2 IS A STANDARD DISK STAMPED REDING NO 2
 MN0523'1933, CEMENTED IN THE TOP OF A 6 INCH IRON PIPE THAT PROJECTS
 MN0523'8 INCHES ABOVE THE GROUND SURFACE.  IT IS ON A RIDGE LEADING
 MN0523'SOUTHWEST FROM THE STATION AND ABOUT 10 FEET LOWER THAN THE
 MN0523'STATION.
 MN0523'
 MN0523'REFERENCE MARK 3 IS A STANDARD DISK BRAZED TO THE TOP OF A
 MN0523'2 INCH IRON PIPE THAT PROJECTS 10 INCHES ABOVE THE GROUND
 MN0523'SURFACE.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 MN0523'
 MN0523'WITNESS MARK NO 1 IS A NAIL DRIVEN INTO THE CENTER OF A
 MN0523'TRIANGLE BLAZE ON THE WEST SIDE OF A 10 INCH PINE TREE.
 MN0523'
 MN0523'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 MN0523'SOUTH OF BAYARD.
 MN0523
 MN0523                          STATION RECOVERY (2006)
 MN0523
 MN0523'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (TEA)
 MN0523'RECOVERED REFERENCE MARK 1 (AZIMUTH MARK) STANDARD DISK STAMPED REDING
 MN0523'NO 1 1933, CEMENTED IN TOP OF A 6 INCH IRON PIPE THAT PROJECTED 6 INCH
 MN0523'ABOVE GROUND. IT IS 2 FEET NORTH OF STEEL FENCE POST AND 27 FEET WEST
 MN0523'OF 12 INCH PINE TREE. ALL OTHER MARKER WHERE NOT RECOVERED ALL WITNESS
 MN0523'SIGNS ARE MISSING. DIRECTIONS TO AZIMUTH IS GOOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0571 ***********************************************************************
 MN0571  DESIGNATION -  REDINGTON
 MN0571  PID         -  MN0571
 MN0571  STATE/COUNTY-  NE/MORRILL
 MN0571  USGS QUAD   -  LAWRENCE FORK (1979)
 MN0571
 MN0571                         *CURRENT SURVEY CONTROL
 MN0571  ___________________________________________________________________
 MN0571* NAD 83(1995)-  41 29 24.54656(N)    103 16 19.08919(W)     ADJUSTED  
 MN0571* NAVD 88     -      1379.     (meters)    4524.     (feet)  SCALED    
 MN0571  ___________________________________________________________________
 MN0571  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 MN0571  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 MN0571
 MN0571  HORZ ORDER  -  FIRST
 MN0571
 MN0571.The horizontal coordinates were established by classical geodetic methods
 MN0571.and adjusted by the National Geodetic Survey in August 1997..
 MN0571
 MN0571.The orthometric height was scaled from a topographic map.
 MN0571
 MN0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0571
 MN0571.The geoid height was determined by GEOID03.
 MN0571
 MN0571;                    North         East     Units Scale Factor Converg.
 MN0571;SPC NE       -   189,116.542   226,920.191   MT  0.99965863   -2 10 06.0
 MN0571;UTM  13      - 4,594,612.231   644,250.800   MT  0.99985608   +1 08 42.0
 MN0571
 MN0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0571!SPC NE       -   0.99978685  x   0.99965863  =   0.99944556
 MN0571!UTM  13      -   0.99978685  x   0.99985608  =   0.99964297
 MN0571
 MN0571|---------------------------------------------------------------------|
 MN0571| PID    Reference Object                     Distance      Geod. Az  |
 MN0571|                                                           dddmmss.s |
 MN0571| CP8485 REDINGTON RM 1                       23.184 METERS 01406     |
 MN0571| CP8486 REDINGTON RM 2                       23.497 METERS 09218     |
 MN0571| CP8484 REDINGTON AZ MK                                    1072344.2 |
 MN0571|---------------------------------------------------------------------|
 MN0571
 MN0571                          SUPERSEDED SURVEY CONTROL
 MN0571
 MN0571  NAD 83(1995)-  41 29 24.54608(N)    103 16 19.08896(W) AD(       ) 1
 MN0571  NAD 83(1986)-  41 29 24.53864(N)    103 16 19.09110(W) AD(       ) 1
 MN0571  NAD 27      -  41 29 24.62520(N)    103 16 17.32960(W) AD(       ) 1
 MN0571
 MN0571.Superseded values are not recommended for survey control.
 MN0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0571.See file dsdata.txt to determine how the superseded data were derived.
 MN0571
 MN0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4425194612(NAD 83)
 MN0571_MARKER: DS = TRIANGULATION STATION DISK
 MN0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0571
 MN0571  HISTORY     - Date     Condition        Report By
 MN0571  HISTORY     - 1934     MONUMENTED       CGS
 MN0571  HISTORY     - 1963     GOOD             CGS
 MN0571
 MN0571                          STATION DESCRIPTION
 MN0571
 MN0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 MN0571'THE STATION IS 7 MILES, AIRLINE, SOUTH OF REDINGTON ON THE
 MN0571'HIGHEST POINT OF THE DIVIDE BETWEEN LAWRENCE FORK TO THE WEST
 MN0571'AND A SMALL DRY CREEK TO THE EAST, AND OVERLOOKS PUMPKIN CREEK
 MN0571'VALLEY TO THE NORTH.  THE STATION HILL IS LIGHTLY WOODED ON
 MN0571'THE NORTH END, MORE HEAVILY WOODED ON THE SOUTH, AND SLOPES
 MN0571'STEEPLY IN ALL DIRECTIONS EXCEPT TO THE NORTHEAST.  THE STATION
 MN0571'IS ON PROPERTY OWNED BY FRED LINDBERG.  MARK PROJECTS 12
 MN0571'INCHES.
 MN0571'
 MN0571'STATION MAY BE REACHED FROM THE POST OFFICE IN REDINGTON BY
 MN0571'GOING SOUTH ON A GOOD GRADED ROAD FOR 4.7 MILES TO THE END
 MN0571'OF THE GRADE.  THERE IS A FARMHOUSE AT THE RIGHT OF THE ROAD
 MN0571'HERE.  PASS THROUGH GATE AND CONTINUE SOUTH AND EAST ON THE
 MN0571'ONLY TRACK ROAD FOR 1.8 MILES TO ANOTHER GATE.  PASS THROUGH
 MN0571'GATE, LEAVE ROAD, AND GO SOUTHWEST ACROSS COUNTRY TO FIRST
 MN0571'RIDGE ENCOUNTERED.  FOLLOW THIS RIDGE UP TO TOP OF DIVIDE,
 MN0571'THEN GO IN A SOUTHWESTERLY DIRECTION ALONG THE TOP OF THE
 MN0571'DIVIDE TO THE HIGHEST POINT AND STATION, A DISTANCE OF 1.1
 MN0571'MILES FROM THE GATE.
 MN0571'
 MN0571'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MN0571'BRONZE DISKS SET AS DESCRIBED.
 MN0571'
 MN0571'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION AND
 MN0571'PROJECTS 10 INCHES.
 MN0571'
 MN0571'REFERENCE MARK NO. 2 IS EAST OF THE STATION AND PROJECTS 10
 MN0571'INCHES.
 MN0571'
 MN0571'AZIMUTH MARK IS ON THE FIRST KNOLL EAST-SOUTHEAST OF THE
 MN0571'STATION, WHICH KNOLL IS LOWER AND SMALLER THAN THAT ON WHICH
 MN0571'THE STATION IS LOCATED.  THIS KNOLL HAS A FEW SCATTERED PINE
 MN0571'TREES ON ITS TOP AND IS RATHER OF A ROUND CONE IN SHAPE.  THE
 MN0571'MARK WAS PLACED ON THE SIDE TOWARD THE STATION ON TOP OF THE
 MN0571'KNOLL AND PROJECTS 3 INCHES.
 MN0571'
 MN0571'A 4-FOOT STAND WILL CLEAR ALL LINES.
 MN0571
 MN0571                          STATION RECOVERY (1963)
 MN0571
 MN0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0571'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 MN0571'CONDITION.  THE STATION CAN NOT BE REACH BY THE OLD DESCRIPTION.
 MN0571'A NEW DESCRIPTION FOLLOWS.
 MN0571'
 MN0571'THE STATION IS LOCATED ABOUT 15-1/2 MILES WEST AND 5-1/2 MILES
 MN0571'NORTH OF DALTON AND 6-1/2 MILES SOUTH OF REDINGTON.  IT IS
 MN0571'LOCATED AT THE SOUTHWEST EDGE OF A LARGE HILL AND IS ON THE
 MN0571'PROPERTY OF MR. GARLAND LINDBERG.
 MN0571'
 MN0571'TO REACH THE STATION FROM THE POST OFFICE IN POTTER, GO NORTH
 MN0571'ON THE MAIN ROAD FOR 12.35 MILES TO A T-INTERSECTION.  TURN
 MN0571'RIGHT, EAST ON GRAVELED ROAD FOR 2.25 MILES TO A SIDE ROAD
 MN0571'LEFT.  TURN LEFT, NORTH ON GRAVELED ROAD FOR 4.5 MILES TO A
 MN0571'WIRE GATE AND CATTLE GUARD ACROSS THE ROAD.  CONTINUE NORTH
 MN0571'ON GRAVELED ROAD FOR 0.65 MILE TO A TRACK ROAD RIGHT.  TURN
 MN0571'RIGHT, NORTHEAST ON TRACK ROAD PASSING TO THE RIGHT OF A
 MN0571'WINDMILL AND WATER TANK FOR 0.2 MILE TO THE NORTHWEST CORNER
 MN0571'OF A FENCE.  CONTINUE EAST ON TRACK ROAD FOR 0.1 MILE TO A
 MN0571'FORK.  TURN LEFT, NORTHEAST ON TRACK ROAD FOR 0.55 MILE TO A
 MN0571'T-ROAD.  TURN LEFT, NORTHERLY FOR 0.7 MILE TO A Y-FORK.
 MN0571'TAKE THE LEFT FORK, NORTHWEST ON A DIM TRACK ROAD FOR 0.2
 MN0571'MILE.  TURN RIGHT, NORTHERLY ON DIM TRACK ROAD PASSING TO
 MN0571'THE LEFT OF A VERY LARGE ROCK FOR 0.35 MILE TO A SADDLE.
 MN0571'TURN RIGHT, NORTHEAST ON DIM TRACK ROAD FOR 0.1 MILE TO THE
 MN0571'SOUTHEAST END OF THE STATION RIDGE AND THE AZIMUTH MARK ON
 MN0571'THE RIGHT ABOUT 0.05 MILE.  TURN LEFT, WEST ACROSS COUNTRY
 MN0571'UP A HILL FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 MN0571'
 MN0571'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0571'SQUARE CONCRETE MONUMENT.  IT PROJECTS 5 INCHES AND IS STAMPED
 MN0571'REDINGTON 1934.
 MN0571'
 MN0571'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0571'12-INCH SQUARE CONCRETE MONUMENT.  IT PROJECTS 4 INCHES AND
 MN0571'IS STAMPED REDINGTON NO 1 1934.  IT IS AT THE NORTH EDGE OF
 MN0571'THE HILL.
 MN0571'
 MN0571'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0571'12-INCH SQUARE CONCRETE MONUMENT.  IT PROJECTS 4 INCHES AND
 MN0571'IS STAMPED REDINGTON NO 2 1934.  IT IS AT THE EAST EDGE OF
 MN0571'THE HILL.
 MN0571'
 MN0571'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN A
 MN0571'DRILL HOLE IN BEDROCK.  IT IS STAMPED REDINGTON AZIMUTH 1934.
 MN0571'IT IS 8 FEET EAST OF THE WEST EDGE OF THE HILL AND 2-1/2 FEET
 MN0571'WEST OF A SMALL PILE OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1383 ***********************************************************************
 LF1383  DESIGNATION -  REDWOOD
 LF1383  PID         -  LF1383
 LF1383  STATE/COUNTY-  NE/RICHARDSON
 LF1383  USGS QUAD   -  HUMBOLDT SE (1965)
 LF1383
 LF1383                         *CURRENT SURVEY CONTROL
 LF1383  ___________________________________________________________________
 LF1383* NAD 83(1995)-  40 00 02.26974(N)    095 52 27.67314(W)     ADJUSTED  
 LF1383* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 LF1383  ___________________________________________________________________
 LF1383  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 LF1383  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LF1383
 LF1383  HORZ ORDER  -  FIRST
 LF1383
 LF1383.The horizontal coordinates were established by classical geodetic methods
 LF1383.and adjusted by the National Geodetic Survey in August 1997..
 LF1383
 LF1383.The orthometric height was scaled from a topographic map.
 LF1383
 LF1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1383
 LF1383.The geoid height was determined by GEOID03.
 LF1383
 LF1383;                    North         East     Units Scale Factor Converg.
 LF1383;SPC NE       -    26,980.240   852,167.829   MT  0.99999972   +2 44 02.6
 LF1383;SPC KS N     -   187,230.232   581,506.512   MT  1.00004248   +1 20 41.7
 LF1383;UTM  15      - 4,431,785.247   254,630.218   MT  1.00034124   -1 50 54.8
 LF1383
 LF1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1383!SPC NE       -   0.99994178  x   0.99999972  =   0.99994150
 LF1383!SPC KS N     -   0.99994178  x   1.00004248  =   0.99998426
 LF1383!UTM  15      -   0.99994178  x   1.00034124  =   1.00028300
 LF1383
 LF1383|---------------------------------------------------------------------|
 LF1383| PID    Reference Object                     Distance      Geod. Az  |
 LF1383|                                                           dddmmss.s |
 LF1383| CL8256 REDWOOD RM 1                         43.955 METERS 04338     |
 LF1383| CL8255 REDWOOD AZ MK                                      0894656.8 |
 LF1383| KE1267 MORRILL MUNICIPAL TANK              APPROX.16.9 KM 1162945.5 |
 LF1383| KE1275 SEBETHA CITY L AND P BRICK STK      APPROX.12.2 KM 1501136.9 |
 LF1383| CL8257 REDWOOD RM 2                         40.636 METERS 26605     |
 LF1383| LF1386 HUMBOLDT MUNICIPAL TANK             APPROX.20.0 KM 3415147.9 |
 LF1383|---------------------------------------------------------------------|
 LF1383
 LF1383                          SUPERSEDED SURVEY CONTROL
 LF1383
 LF1383  NAD 83(1986)-  40 00 02.27713(N)    095 52 27.67017(W) AD(       ) 1
 LF1383  NAD 27      -  40 00 02.27500(N)    095 52 26.69500(W) AD(       ) 1
 LF1383
 LF1383.Superseded values are not recommended for survey control.
 LF1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1383.See file dsdata.txt to determine how the superseded data were derived.
 LF1383
 LF1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE5463031785(NAD 83)
 LF1383_MARKER: DS = TRIANGULATION STATION DISK
 LF1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1383_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LF1383
 LF1383  HISTORY     - Date     Condition        Report By
 LF1383  HISTORY     - 1934     MONUMENTED       CGS
 LF1383  HISTORY     - 1965     GOOD             CGS
 LF1383
 LF1383                          STATION DESCRIPTION
 LF1383
 LF1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1383'STATION IS IN THE SOUTHWEST QUARTER OF SEC. 32, T. 1 N., R. 14 E.,
 LF1383'JUST NORTH OF THE NEBRASKA-KANSAS STATE LINE, ABOUT 3.5 MILES
 LF1383'WEST AND 6.5 MILES NORTH OF SABETHA, IN THE SOUTH EDGE OF PASTURE
 LF1383'ON LAND OWNED BY WM. REDWOOD, 26.0 FEET NORTH OF AN
 LF1383'EAST-AND-WEST FENCE, 39.0 FEET NORTH OF THE CENTERLINE OF THE
 LF1383'STATE-LINE ROAD AND 107.2 FEET WEST OF GATE IN NORTH-AND-SOUTH
 LF1383'FENCE.  SURFACE AND UNDERGROUND MARKS ARE SET AS DESCRIBED.
 LF1383'
 LF1383'TO REACH FROM U.S. HIGHWAY 75 ON THE STATE LINE, GO SOUTH
 LF1383'1.0 MILE ON HIGHWAY 75, TURN WEST AND GO 4.0 MILES, TURN NORTH
 LF1383'AND GO 1.0 MILE, TURN EAST AND GO 0.45 MILE ALONG STATE-LINE
 LF1383'ROAD TO STATION ON NORTH.
 LF1383'
 LF1383'REFERENCE MARK NO. 1 IS 144.21 FEET NORTHEAST OF
 LF1383'STATION, 6.2 FEET WEST OF NORTH-AND-SOUTH FENCE, 130.9 FEET
 LF1383'NORTH OF EAST-AND-WEST FENCE, AND 145.8 FEET NORTH OF CENTERLINE
 LF1383'OF STATE-LINE ROAD.
 LF1383'
 LF1383'REFERENCE MARK NO. 2 IS 133.32 FEET WEST OF STATION,
 LF1383'16.8 FEET NORTH OF EAST-AND-WEST FENCE AND 28.0 FEET NORTH
 LF1383'OF CENTERLINE OF STATE-LINE ROAD.
 LF1383'
 LF1383'AZIMUTH MARK IS 2.3 MILES EAST OF STATION.  TO REACH
 LF1383'FROM STATION, GO WEST ON STATE LINE ROAD 0.45 MILE, TURN
 LF1383'SOUTH AND GO 1.0 MILE, TURN EAST, GO 2.0 MILES, TURN NORTH, GO
 LF1383'1.0 MILE, TURN EAST, GO 0.75 MILE TO TOP OF HILL AND MARK ON
 LF1383'LEFT, IN PASTURE ACROSS ROAD FROM A LARGE WHITE HOUSE.  IT IS
 LF1383'87.0 FEET NORTH OF CENTERLINE OF ROAD, 69.8 FEET EAST OF AN
 LF1383'EAST-AND-WEST FENCE, 181.0 FEET WEST OF A NORTH-AND-SOUTH
 LF1383'FENCE, AND 47.0 FEET EAST OF THE PROJECTION OF THE CENTERLINE
 LF1383'OF A PRIVATE LANE ON THE SOUTH SIDE OF THE ROAD.  THIS
 LF1383'MARK TO BE USED FOR LAPLACE AZIMUTH.
 LF1383'
 LF1383'HEIGHT OF LIGHT ABOVE STATION MARK - 14.3 METERS.
 LF1383
 LF1383                          STATION RECOVERY (1965)
 LF1383
 LF1383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LF1383'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LF1383'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LF1383'
 LF1383'THE AZIMUTH MARK IS ON LAND OWNED BY MR. IVAN J. NEWSOM WHO
 LF1383'REQUESTED THE MARK TO BE LOWERED OR MOVED, THE MARK WAS LOWERED
 LF1383'HOLDING ITS EXACT POSITION.
 LF1383'
 LF1383'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 LF1383'
 LF1383'FOLLOWING IS DESCRIPTION FOR THE AZIMUTH MARK.
 LF1383'
 LF1383'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED
 LF1383'REDWOOD AZI 1934 1965, SET IN A SQUARE CONCRETE MONUMENT WHICH
 LF1383'IS 10 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 181 FEET
 LF1383'WEST OF A NORTH-SOUTH FENCE, 90 FEET NORTH OF THE CENTER OF
 LF1383'AN EAST-WEST ROAD, 65 FEET NORTHEAST OF A POWER POLE WITH A
 LF1383'TRANSFORMER, 56 FEET NORTH OF A METAL WITNESS POST, AND 47 FEET
 LF1383'EAST OF A PROJECTION LINE OF THE CENTER OF A PRIVATE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0428 ***********************************************************************
 LJ0428  DESIGNATION -  REED
 LJ0428  PID         -  LJ0428
 LJ0428  STATE/COUNTY-  NE/FURNAS
 LJ0428  USGS QUAD   -  SHIPPEE (1983)
 LJ0428
 LJ0428                         *CURRENT SURVEY CONTROL
 LJ0428  ___________________________________________________________________
 LJ0428* NAD 83(1995)-  40 02 53.23589(N)    100 10 29.06263(W)     ADJUSTED  
 LJ0428* NAVD 88     -       769.     (meters)    2523.     (feet)  SCALED    
 LJ0428  ___________________________________________________________________
 LJ0428  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 LJ0428  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 LJ0428
 LJ0428  HORZ ORDER  -  FIRST
 LJ0428
 LJ0428.The horizontal coordinates were established by classical geodetic methods
 LJ0428.and adjusted by the National Geodetic Survey in August 1997..
 LJ0428
 LJ0428.The orthometric height was scaled from a topographic map.
 LJ0428
 LJ0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0428
 LJ0428.The geoid height was determined by GEOID03.
 LJ0428
 LJ0428;                    North         East     Units Scale Factor Converg.
 LJ0428;SPC NE       -    23,864.367   485,089.119   MT  0.99997860   -0 06 56.9
 LJ0428;SPC KS N     -   192,601.625   214,428.897   MT  1.00005369   -1 22 33.6
 LJ0428;UTM  14      - 4,433,759.237   399,793.781   MT  0.99972361   -0 45 21.3
 LJ0428
 LJ0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0428!SPC NE       -   0.99988317  x   0.99997860  =   0.99986177
 LJ0428!SPC KS N     -   0.99988317  x   1.00005369  =   0.99993686
 LJ0428!UTM  14      -   0.99988317  x   0.99972361  =   0.99960681
 LJ0428
 LJ0428:                Primary Azimuth Mark                     Grid Az
 LJ0428:SPC NE       -  REED AZ MK                               180 08 42.5
 LJ0428:SPC KS N     -  REED AZ MK                               181 24 19.2
 LJ0428:UTM  14      -  REED AZ MK                               180 47 06.9
 LJ0428
 LJ0428|---------------------------------------------------------------------|
 LJ0428| PID    Reference Object                     Distance      Geod. Az  |
 LJ0428|                                                           dddmmss.s |
 LJ0428| CN9556 REED AZ MK                                         1800145.6 |
 LJ0428| CN9557 REED AZ MK 2                                       1810354.3 |
 LJ0428| CN9558 REED RM 1                            33.863 METERS 18234     |
 LJ0428| KH0722 NORCATUR MUNICIPAL TANK             APPROX.23.2 KM 1831816.4 |
 LJ0428| CN9559 REED RM 2                            25.765 METERS 31240     |
 LJ0428| LJ0431 COUNTRY CHURCH SPIRE E              APPROX.19.4 KM 3164650.7 |
 LJ0428| LJ0430 COUNTRY CHURCH SPIRE F              APPROX. 9.2 KM 3394844.2 |
 LJ0428|---------------------------------------------------------------------|
 LJ0428
 LJ0428                          SUPERSEDED SURVEY CONTROL
 LJ0428
 LJ0428  NAD 83(1986)-  40 02 53.24135(N)    100 10 29.06703(W) AD(       ) 1
 LJ0428  NAD 27      -  40 02 53.22100(N)    100 10 27.57200(W) AD(       ) 1
 LJ0428
 LJ0428.Superseded values are not recommended for survey control.
 LJ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0428.See file dsdata.txt to determine how the superseded data were derived.
 LJ0428
 LJ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK9979433759(NAD 83)
 LJ0428_MARKER: DS = TRIANGULATION STATION DISK
 LJ0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0428_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LJ0428
 LJ0428  HISTORY     - Date     Condition        Report By
 LJ0428  HISTORY     - 1934     MONUMENTED       CGS
 LJ0428  HISTORY     - 1935     GOOD             CGS
 LJ0428  HISTORY     - 1950     GOOD             CGS
 LJ0428  HISTORY     - 1968     GOOD             CGS
 LJ0428
 LJ0428                          STATION DESCRIPTION
 LJ0428
 LJ0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0428'STATION IS LOCATED ON LAND OF TOM REED (HAROLD KIMMEL, LESSEE)
 LJ0428'IN THE SOUTHWEST QUARTER OF SEC. 17, T. 1 N., R. 25 W., SHERMAN
 LJ0428'TOWNSHIP, 4-1/4 MILES SOUTH AND 3-1/2 MILES WEST OF WILSONVILLE,
 LJ0428'41 FEET EAST OF CENTERLINE OF NORTH-SOUTH SECTION-LINE ROAD, 3
 LJ0428'FEET EAST OF NORTH-SOUTH FENCE LINE, ABOUT 120 PACES NORTH OF A
 LJ0428'POINT OPPOSITE THE KIMMEL HOUSE.  FLUSH WITH GROUND.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 1 IS 111.12 FEET (33.868 METERS) FROM
 LJ0428'STATION, SET IN NORTH-SOUTH FENCE LINE, 35 FEET EAST OF CENTERLINE
 LJ0428'OF ROAD LEADING PAST STATION, ABOUT 83 PACES NORTH OF POINT
 LJ0428'OPPOSITE KIMMEL HOUSE.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 2 IS SET 21 FEET WEST OF CENTERLINE OF ROAD
 LJ0428'PAST STATION, 6 FEET WEST OF FENCE CORNER, 2 FEET SOUTH OF
 LJ0428'EAST-WEST FENCE LINE.
 LJ0428'
 LJ0428'AZIMUTH MARK IS 0.5 MILE SOUTH OF STATION, 20 FEET EAST OF
 LJ0428'CENTERLINE OF ROAD, AND PROJECTS 8 INCHES.
 LJ0428'
 LJ0428'TO REACH STATION FROM REEDS TAVERN IN WILSONVILLE, GO WEST
 LJ0428'ON STATE HIGHWAY 89 FOR 3.6 MILES, TURN LEFT OFF HIGHWAY 89 AT
 LJ0428'SCHOOL ON RIGHT, CROSS RAILROAD AND GO SOUTH 1.1 MILES, TAKE
 LJ0428'MAIN ROAD RIGHT AT CROSS ROAD AND GO WEST 0.5 MILE, THENCE
 LJ0428'TAKE T-ROAD SOUTH BETWEEN TWO SMALL BRIDGES FOR 2.8 MILES TO
 LJ0428'TOP OF GRADE AND STATION, HOME OF HAROLD KIMMEL TO RIGHT AHEAD.
 LJ0428'
 LJ0428'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LJ0428
 LJ0428                          STATION RECOVERY (1935)
 LJ0428
 LJ0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0428'STATION IS ON LAND OWNED BY TOM REED, LEASED BY HAROLD KIMMEL,
 LJ0428'AND IS LOCATED 4-1/4 MILES SOUTH AND 3-1/2 MILES WEST OF
 LJ0428'WILSONVILLE, NEBRASKA, IN THE SOUTHWEST QUARTER OF SEC. 17,
 LJ0428'T. 1 N., R. 25 W., SHERMAN TOWNSHIP.  IT IS 41 FEET EAST OF THE
 LJ0428'CENTERLINE OF A NORTH-SOUTH SECTION-LINE ROAD, 3 FEET EAST
 LJ0428'OF A NORTH-SOUTH FENCE, AND 84 FEET SOUTHEAST OF A LONE
 LJ0428'SOUTHEAST FENCE CORNER POST.  THE STATION MARK IS
 LJ0428'FLUSH WITH THE GROUND AND IS STAMPED REED 1934.  THE
 LJ0428'UNDERGROUND MARK IS SET.  THE MARK WAS
 LJ0428'RECOVERED IN GOOD CONDITION.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 1 IS SOUTH OF STATION, 1 FOOT WEST OF A
 LJ0428'NORTH-SOUTH FENCE, 35 FEET EAST OF THE CENTERLINE OF THE
 LJ0428'NORTH-SOUTH ROAD, PROJECTS 8 INCHES,
 LJ0428'IS STAMPED REED 1934 AND WAS RECOVERED IN GOOD CONDITION.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 21 FEET WEST
 LJ0428'OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 2 FEET SOUTH OF AN
 LJ0428'EAST-WEST FENCE, PROJECTS 6 INCHES,
 LJ0428'IS STAMPED REED 1934 AND WAS RECOVERED IN GOOD CONDITION.
 LJ0428'
 LJ0428'AZIMUTH MARK IS SOUTH OF THE STATION ALONG THE SAME NORTH-SOUTH
 LJ0428'ROAD THAT PASSES THE STATION, 20 FEET EAST OF THE CENTERLINE
 LJ0428'OF THE ROAD, PROJECTS 8 INCHES
 LJ0428'AND IS STAMPED REED 1934 AND WAS RECOVERED IN GOOD CONDITION.
 LJ0428'
 LJ0428'STATION IS REACHED FROM REEDS TAVERN IN WILSONVILLE, NEBR.,
 LJ0428'BY DRIVING WEST ON STATE HIGHWAY 89 FOR 3.6 MILES TO ROAD
 LJ0428'INTERSECTION AND A SMALL WHITE SCHOOLHOUSE ON THE RIGHT.
 LJ0428'LEAVE THE HIGHWAY, TURN LEFT (SOUTH) ON A GRADED ROAD AND
 LJ0428'GO 1.1 MILES TO CROSSROADS, TAKE MAIN ROAD RIGHT (WEST) AND
 LJ0428'GO 0.5 MILE TO A T-INTERSECTION BETWEEN TWO SMALL BRIDGES.
 LJ0428'TURN SOUTH ON THE STEM OF THE T AND GO SOUTH 2.8 MILES TO TOP
 LJ0428'OF GRADE AND STATION.
 LJ0428'
 LJ0428'A 10-FOOT STAND CLEARS ALL LINES.
 LJ0428'
 LJ0428'NOTE--ALL DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND
 LJ0428'AZIMUTH MARK CHECKED WITH THOSE FURNISHED BY RECONNAISSANCE
 LJ0428'PARTY WITH THE EXCEPTION OF THE DIRECTION TO REFERENCE MARK NO.
 LJ0428'2.
 LJ0428
 LJ0428                          STATION RECOVERY (1950)
 LJ0428
 LJ0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LJ0428'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 LJ0428'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH
 LJ0428'MARK WAS ESTABLISHED.
 LJ0428'
 LJ0428'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0428'
 LJ0428'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 3.5 MILES WEST OF
 LJ0428'WILSONVILLE IN THE WEST EDGE OF A CULTIVATED FIELD, 30 FEET
 LJ0428'EAST OF THE CENTER OF A ROAD AND 3 FEET EAST OF A WITNESS POST
 LJ0428'AND NORTH-SOUTH FENCE LINE.  IT IS STAMPED REED 1934 AND IS
 LJ0428'FLUSH WITH THE GROUND SURFACE.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 24 FEET EAST OF
 LJ0428'THE CENTER OF ROAD, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE
 LJ0428'AND IS ON THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 LJ0428'REED NO 1 1934 AND PROJECTS 3 INCHES.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 2 IS IN THE NORTHEAST CORNER OF A CULTIVATED
 LJ0428'FIELD, 25 FEET WEST OF THE CENTER OF THE ROAD, 6 FEET WEST OF
 LJ0428'A NORTH-SOUTH FENCE LINE, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE
 LJ0428'AND IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.  IT
 LJ0428'IS STAMPED REED NO 2 1934 AND PROJECTS 2 INCHES.
 LJ0428'
 LJ0428'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 177.29 FEET.
 LJ0428'
 LJ0428'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 21 FEET EAST
 LJ0428'OF THE CENTER OF ROAD, 2 FEET NORTH OF A WITNESS POST AND 1
 LJ0428'FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED REED
 LJ0428'1950 AND PROJECTS 2 INCHES.
 LJ0428'
 LJ0428'TO REACH THE STATION FROM THE INTERSECTION JUST NORTH OF THE POST
 LJ0428'OFFICE IN WILSONVILLE, GO WEST ON STATE HIGHWAY 89 FOR 3.6 MILES
 LJ0428'TO A T ROAD LEFT, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 1.1
 LJ0428'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.5 MILE TO
 LJ0428'A T ROAD LEFT BETWEEN TWO BRIDGES, TURN LEFT AND GO SOUTH ON
 LJ0428'DIRT ROAD FOR 2.8 MILES TO STATION ON LEFT AS DESCRIBED.
 LJ0428'(CONTINUE SOUTH FOR 0.25 MILE TO AZIMUTH MARK ON LEFT AS
 LJ0428'DESCRIBED.)
 LJ0428
 LJ0428                          STATION RECOVERY (1968)
 LJ0428
 LJ0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0428'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LJ0428'AND AZIMUTH MARK 1950 WERE RECOVERED IN GOOD CONDITION.  STATION
 LJ0428'WAS NOT OCCUPIED AT THIS TIME, BUT ADDITIONAL MEASUREMENTS WERE
 LJ0428'TAKEN AND ARE AS FOLLOWS--
 LJ0428'
 LJ0428'STATION MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 LJ0428'POST AND STAMPED REED 1934, IS 30-1/2 FEET EAST OF THE CENTERLINE
 LJ0428'OF ROAD, 14 FEET NORTH OF FIELD DRIVEWAY, 3 FEET EAST OF THE
 LJ0428'NORTH GATE POST, 1 FOOT NORTH OF A CREOSOTED FENCE POST AND 1
 LJ0428'FOOT SOUTH OF A METAL WITNESS POST.  THE MARK IS ABOUT 6 INCHES
 LJ0428'BELOW THE SURFACE OF GROUND.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A ROUND
 LJ0428'CONCRETE POST AND STAMPED REED NO 1 1934, IS 27 FEET EAST OF
 LJ0428'THE CENTERLINE OF ROAD AND 1 FOOT WEST OF THE FENCELINE.  THE
 LJ0428'MARK IS FLUSH WITH THE GROUND.
 LJ0428'
 LJ0428'REFERENCE MARK NO. 2, A STANDARD DISK, SET IN THE TOP OF A ROUND
 LJ0428'CONCRETE POST AND STAMPED REED NO 2 1934 IS 31 FEET WEST OF THE
 LJ0428'CENTERLINE OF ROAD, 6-1/2 FEET WEST-SOUTHWEST OF A T FENCE
 LJ0428'CORNER, 6 FEET WEST OF A NORTH-SOUTH FENCE AND 1-1/2 FEET SOUTH
 LJ0428'OF AN EAST-WEST FENCE.  THE MARK PROJECTS 4 INCHES.
 LJ0428'
 LJ0428'AZIMUTH MARK 1950 IS 0.25 MILE SOUTH OF THE STATION, 26 FEET
 LJ0428'EAST OF THE CENTERLINE OF ROAD, 1.5 FEET NORTH OF A 4X4 INCH
 LJ0428'WOOD WITNESS POST, 0.8 FEET NORTH OF A METAL WITNESS POST AND 0.8
 LJ0428'FEET WEST OF THE FENCELINE.  THE MARK PROJECTS 4 INCHES.
 LJ0428'
 LJ0428'TO REACH FROM THE JUNCTION OF THE MAIN STREET AND STATE HIGHWAY
 LJ0428'89 AT WILSONVILLE, GO WEST ON STATE HIGHWAY 89 FOR 1.6 MILES TO
 LJ0428'JUNCTION OF STATE HIGHWAY 47, CONTINUE WEST ON STATE HIGHWAY 89
 LJ0428'FOR 1.6 MILES TO CROSSROADS, TURN LEFT AND GO SOUTH ON GRADED
 LJ0428'ROAD FOR 1.0 MILE TO CROSSROADS, TURN RIGHT AND GO WEST ON GRADED
 LJ0428'ROAD FOR 0.5 MILE TO T ROAD LEFT.  TURN LEFT AND GO 2.85 MILES
 LJ0428'TO STATION ON LEFT (EAST) SIDE OF ROAD.  CONTINUE SOUTH ON
 LJ0428'GRADED ROAD FOR 0.25 MILE TO AZIMUTH MARK ON LEFT (EAST) SIDE OF
 LJ0428'ROAD AS DESCRIBED.
 LJ0428'
 LJ0428'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 LJ0428'SW OF WILSONVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1142 ***********************************************************************
 ML1142  DESIGNATION -  REESE
 ML1142  PID         -  ML1142
 ML1142  STATE/COUNTY-  NE/SHERMAN
 ML1142  USGS QUAD   -  ARCADIA SW (1951)
 ML1142
 ML1142                         *CURRENT SURVEY CONTROL
 ML1142  ___________________________________________________________________
 ML1142* NAD 83(1995)-  41 19 23.89554(N)    099 10 05.75629(W)     ADJUSTED  
 ML1142* NAVD 88     -       735.     (meters)    2411.     (feet)  SCALED    
 ML1142  ___________________________________________________________________
 ML1142  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 ML1142  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 ML1142
 ML1142  HORZ ORDER  -  FIRST
 ML1142
 ML1142.The horizontal coordinates were established by classical geodetic methods
 ML1142.and adjusted by the National Geodetic Survey in August 1997..
 ML1142
 ML1142.The orthometric height was scaled from a topographic map.
 ML1142
 ML1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1142
 ML1142.The geoid height was determined by GEOID03.
 ML1142
 ML1142;                    North         East     Units Scale Factor Converg.
 ML1142;SPC NE       -   165,759.398   569,610.571   MT  0.99966365   +0 33 04.3
 ML1142;UTM  14      - 4,574,661.572   485,917.975   MT  0.99960244   -0 06 40.0
 ML1142
 ML1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1142!SPC NE       -   0.99988839  x   0.99966365  =   0.99955207
 ML1142!UTM  14      -   0.99988839  x   0.99960244  =   0.99949087
 ML1142
 ML1142:                Primary Azimuth Mark                     Grid Az
 ML1142:SPC NE       -  REESE RM 3 AZIMUTH                       103 34 39.8
 ML1142:UTM  14      -  REESE RM 3 AZIMUTH                       104 14 24.1
 ML1142
 ML1142|---------------------------------------------------------------------|
 ML1142| PID    Reference Object                     Distance      Geod. Az  |
 ML1142|                                                           dddmmss.s |
 ML1142| CN9562 REESE RM 3 AZIMUTH                  APPROX. 0.6 KM 1040744.1 |
 ML1142| CN9560 REESE RM 1                           12.280 METERS 16418     |
 ML1142| CN9561 REESE RM 2                           47.217 METERS 26952     |
 ML1142|---------------------------------------------------------------------|
 ML1142
 ML1142                          SUPERSEDED SURVEY CONTROL
 ML1142
 ML1142  NAD 83(1986)-  41 19 23.90299(N)    099 10 05.76136(W) AD(       ) 1
 ML1142  NAD 27      -  41 19 23.87000(N)    099 10 04.42400(W) AD(       ) 1
 ML1142
 ML1142.Superseded values are not recommended for survey control.
 ML1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1142.See file dsdata.txt to determine how the superseded data were derived.
 ML1142
 ML1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8591874662(NAD 83)
 ML1142_MARKER: DS = TRIANGULATION STATION DISK
 ML1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1142
 ML1142  HISTORY     - Date     Condition        Report By
 ML1142  HISTORY     - 1933     MONUMENTED       CGS
 ML1142  HISTORY     - 1934     GOOD             NEGS
 ML1142
 ML1142                          STATION DESCRIPTION
 ML1142
 ML1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 ML1142'ABOUT 9 MILES WEST OF LOUP CITY, IN SOUTHEAST QUARTER SEC. 29,
 ML1142'T. 16 N., R. 16 W., IN A GROVE OF TREES ON LAND OWNED BY R.H.
 ML1142'REESE, OF BURLINGTON JUNCTION, MISSOURI.  STATION IS ABOUT 350
 ML1142'YARDS NORTH OF ROAD ALONG SOUTH SIDE OF SECTION, AND NEAR THE
 ML1142'NORTH EDGE OF THE GROVE.
 ML1142'
 ML1142'REACHED FROM LOUP CITY VIA STATE HIGHWAY 16, WEST 11.6 MILES
 ML1142'TO GRADED ROAD LEADING NORTH.  THIS ROAD IS ON SECTION LINE
 ML1142'1 MILE EAST OF SHERMAN-CUSTER COUNTY LINE.  FOLLOW THIS ROAD
 ML1142'NORTH 3.0 MILES, THENCE EAST ON HILLY DIRT ROAD 0.9 MILE TO
 ML1142'GATE ON NORTH SIDE ROAD, LARGE GROVE OF TREES TO SOUTH.  FOLLOW
 ML1142'FARM ROAD NORTH FROM GATE 1/4 MILE, AND STATION WILL BE 75
 ML1142'YARDS SOUTHWEST.  FROM ANSLEY, THE ROAD TO STATION IS 11.0
 ML1142'MILES EAST VIA STATE HIGHWAY 16.
 ML1142'
 ML1142'REFERENCE MARK NO. 1 IS NORTH OF STATION ON SLOPE
 ML1142'OF KNOLL, AND IN SAME GROVE AS STATION.
 ML1142'
 ML1142'REFERENCE MARK NO. 2 IS IN FENCE LINE EAST OF
 ML1142'STATION, AT EAST EDGE OF TREES, AND WEST OF FARM ROAD.
 ML1142'
 ML1142'REFERENCE MARK NO. 3 (AZIMUTH MARK), IS IN SOUTH
 ML1142'FENCE OF ROAD ON SECTION LINE SOUTH OF STATION.
 ML1142'
 ML1142'HEIGHT OF SIGNAL ABOVE STATION MARK - 9.08 METERS.
 ML1142
 ML1142                          STATION RECOVERY (1934)
 ML1142
 ML1142'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934 (WM)
 ML1142'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 ML1142'ORIGINAL DESCRIPTION IS STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0416 ***********************************************************************
 NO0416  DESIGNATION -  REFUGE
 NO0416  PID         -  NO0416
 NO0416  STATE/COUNTY-  NE/CHERRY
 NO0416  USGS QUAD   -  LONG LAKE (1985)
 NO0416
 NO0416                         *CURRENT SURVEY CONTROL
 NO0416  ___________________________________________________________________
 NO0416* NAD 83(1995)-  42 28 17.31173(N)    100 29 17.73413(W)     ADJUSTED  
 NO0416* NAVD 88     -       926.     (meters)    3038.     (feet)  SCALED    
 NO0416  ___________________________________________________________________
 NO0416  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 NO0416  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 NO0416
 NO0416  HORZ ORDER  -  SECOND
 NO0416
 NO0416.The horizontal coordinates were established by classical geodetic methods
 NO0416.and adjusted by the National Geodetic Survey in August 1997..
 NO0416
 NO0416.The orthometric height was scaled from a topographic map.
 NO0416
 NO0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0416
 NO0416.The geoid height was determined by GEOID03.
 NO0416
 NO0416;                    North         East     Units Scale Factor Converg.
 NO0416;SPC NE       -   293,028.352   459,855.529   MT  0.99980076   -0 19 24.8
 NO0416;UTM  14      - 4,703,198.761   377,658.670   MT  0.99978415   -1 00 18.1
 NO0416
 NO0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0416!SPC NE       -   0.99985813  x   0.99980076  =   0.99965892
 NO0416!UTM  14      -   0.99985813  x   0.99978415  =   0.99964231
 NO0416
 NO0416|---------------------------------------------------------------------|
 NO0416| PID    Reference Object                     Distance      Geod. Az  |
 NO0416|                                                           dddmmss.s |
 NO0416| NO0417 VALENTINE NAT WILDLIFE LOT 2          7.217 METERS 04757     |
 NO0416| CO3566 REFUGE RM 1                           8.169 METERS 08330     |
 NO0416| CO3565 REFUGE AZ MK                                       3032750.9 |
 NO0416| CO3567 REFUGE RM 2                           5.190 METERS 32904     |
 NO0416|---------------------------------------------------------------------|
 NO0416
 NO0416                          SUPERSEDED SURVEY CONTROL
 NO0416
 NO0416  NAD 83(1986)-  42 28 17.31256(N)    100 29 17.74093(W) AD(       ) 2
 NO0416  NAD 27      -  42 28 17.31400(N)    100 29 16.26100(W) AD(       ) 2
 NO0416
 NO0416.Superseded values are not recommended for survey control.
 NO0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0416.See file dsdata.txt to determine how the superseded data were derived.
 NO0416
 NO0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN7765903199(NAD 83)
 NO0416_MARKER: DS = TRIANGULATION STATION DISK
 NO0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0416
 NO0416  HISTORY     - Date     Condition        Report By
 NO0416  HISTORY     - 1949     MONUMENTED       CGS
 NO0416
 NO0416                          STATION DESCRIPTION
 NO0416
 NO0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0416'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND HILL
 NO0416'IN THE VALENTINE NATIONAL WILDLIFE REFUGE.  IT IS ABOUT 2.5
 NO0416'MILES EAST OF U.S. HIGHWAY NO. 83 AND 23.68 FEET SOUTHWEST OF
 NO0416'THE CENTER OF A WILDLIFE REFUGE LOOKOUT TOWER.  IT PROJECTS 2
 NO0416'INCHES AND IS STAMPED, REFUGE 1949.
 NO0416'
 NO0416'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 NO0416'THE STATION AND IS 6.0 FEET SOUTHWEST OF THE SOUTHEAST LEG OF
 NO0416'THE LOOKOUT TOWER.  IT PROJECTS 3 INCHES AND IS STAMPED, REFUGE
 NO0416'NO 1 1949.
 NO0416'
 NO0416'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 NO0416'THE STATION AND IS 15.5 FEET WEST-NORTHWEST OF THE NORTHWEST
 NO0416'LEG OF THE LOOKOUT TOWER.  IT IS SET FLUSH WITH THE GROUND
 NO0416'AND IS STAMPED, REFUGE NO 2 1949.
 NO0416'
 NO0416'AZIMUTH MARK IS 1.0 FOOT SOUTH OF THE SOUTHEAST CORNER OF
 NO0416'MR. WIESMANS DOUBLE GARAGE.  IT IS SET FLUSH WITH THE GROUND
 NO0416'AND IS STAMPED, REFUGE 1949.
 NO0416'
 NO0416'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NO0416'AND U.S. HIGHWAY NO. 83, 5.5 MILES SOUTH-SOUTHEAST OF VALENTINE,
 NO0416'GO SOUTHWEST AND SOUTH ON U.S. HIGHWAY NO. 83 FOR 23.4 MILES
 NO0416'TO A ROAD LEFT AT A SIGN READING JOHN PEDERSEN, TURN LEFT AND
 NO0416'GO EAST ON RANCH ROAD FOR 1.15 MILES TO THE HOME OF MR.
 NO0416'WIESMAN, AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE, CONTINUE
 NO0416'EAST ON RANCH ROAD FOR 1.2 MILES TO A CATTLE GUARD AND WIRE
 NO0416'GATE, CONTINUE ON MAIN TRAVELED EASTERLY FOR 0.8 MILE, TURN
 NO0416'RIGHT, LEAVING ROAD, AND GO SOUTH FOR 0.25 MILE TO THE
 NO0416'LOOKOUT TOWER AND THE STATION.
 NO0416'
 NO0416'A 4 FOOT SIGNAL AT KELLER, B.M. S 12 (USGS), DANIELS 1933,
 NO0416'WILDLIFE, AND MARSH ARE VISIBLE AT 4 FEET.
 NO0416'
 NO0416'A 74 FOOT SIGNAL AT BAKER 1933 IS VISIBLE AT 4 FEET.
 NO0416'
 NO0416'A 4 FOOT SIGNAL AT HACKBERRY IS VISIBLE AT 77 FEET.
 NO0416'
 NO0416'A 4 FOOT SIGNAL AT BROWNLEE IS VISIBLE AT 37 FEET.
 NO0416'
 NO0416'A 74 FOOT SIGNAL AT RANDALL IS VISIBLE AT 37 FEET.
 NO0416'
 NO0416'A 4 FOOT SIGNAL AT KAISER AND MORRIS IS VISIBLE AT 4 FEET.
 NO0416'
 NO0416'A 4 FOOT SIGNAL AT SKULL IS VISIBLE AT 37 FEET.
 NO0416'
 NO0416'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0953 ***********************************************************************
 LG0953  DESIGNATION -  REGIER
 LG0953  PID         -  LG0953
 LG0953  STATE/COUNTY-  NE/HAMILTON
 LG0953  USGS QUAD   -  HENDERSON (1968)
 LG0953
 LG0953                         *CURRENT SURVEY CONTROL
 LG0953  ___________________________________________________________________
 LG0953* NAD 83(1995)-  40 50 36.20728(N)    097 51 17.61885(W)     ADJUSTED  
 LG0953* NAVD 88     -       534.73   (+/-2cm)    1754.4    (feet)  VERTCON   
 LG0953  ___________________________________________________________________
 LG0953  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 LG0953  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LG0953
 LG0953  HORZ ORDER  -  THIRD
 LG0953  VERT ORDER  -  THIRD ? (See Below)
 LG0953
 LG0953.The horizontal coordinates were established by classical geodetic methods
 LG0953.and adjusted by the National Geodetic Survey in August 1997..
 LG0953
 LG0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0953.The vertical order pertains to the NGVD 29 superseded value.
 LG0953
 LG0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0953
 LG0953.The geoid height was determined by GEOID03.
 LG0953
 LG0953;                    North         East     Units Scale Factor Converg.
 LG0953;SPC NE       -   114,387.609   680,837.077   MT  0.99972494   +1 25 17.6
 LG0953;UTM  14      - 4,522,003.128   596,533.690   MT  0.99971470   +0 44 56.2
 LG0953
 LG0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0953!SPC NE       -   0.99992020  x   0.99972494  =   0.99964516
 LG0953!UTM  14      -   0.99992020  x   0.99971470  =   0.99963492
 LG0953
 LG0953:                Primary Azimuth Mark                     Grid Az
 LG0953:SPC NE       -  EVAN LUTH ZION CHURCH BELFRY             003 12 31.3
 LG0953:UTM  14      -  EVAN LUTH ZION CHURCH BELFRY             003 52 52.7
 LG0953
 LG0953|---------------------------------------------------------------------|
 LG0953| PID    Reference Object                     Distance      Geod. Az  |
 LG0953|                                                           dddmmss.s |
 LG0953| LG0949 EVAN LUTH ZION CHURCH BELFRY        APPROX. 8.0 KM 0043748.9 |
 LG0953| LG0920 BRADSHAW MUNICIPAL STANDPIPE        APPROX.10.2 KM 0634852.0 |
 LG0953| CN9565 REGIER RM 1 RESET                    17.851 METERS 06746     |
 LG0953| CN9564 REGIER RM 1                          17.851 METERS 07822     |
 LG0953| CN9563 REGIER AZ MK                                       0881756.4 |
 LG0953| CN9566 REGIER RM 2                          22.586 METERS 27848     |
 LG0953| LG0959 HAMPTON ST PETERS LUTHERAN CH       APPROX. 5.3 KM 3300704.7 |
 LG0953|---------------------------------------------------------------------|
 LG0953
 LG0953                          SUPERSEDED SURVEY CONTROL
 LG0953
 LG0953  NAD 83(1986)-  40 50 36.21580(N)    097 51 17.62019(W) AD(       ) 3
 LG0953  NAD 27      -  40 50 36.17800(N)    097 51 16.44800(W) AD(       ) 3
 LG0953  NGVD 29 (07/19/86)  534.50   (m)         1753.6    (f) LEVELING    3  
 LG0953
 LG0953.Superseded values are not recommended for survey control.
 LG0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0953.See file dsdata.txt to determine how the superseded data were derived.
 LG0953
 LG0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9653422003(NAD 83)
 LG0953_MARKER: DS = TRIANGULATION STATION DISK
 LG0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0953
 LG0953  HISTORY     - Date     Condition        Report By
 LG0953  HISTORY     - 1950     MONUMENTED       CGS
 LG0953  HISTORY     - 1966     GOOD             NEDR
 LG0953
 LG0953                          STATION DESCRIPTION
 LG0953
 LG0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0953'THE STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF
 LG0953'HENDERSON, 3-1/2 MILES SOUTHEAST OF HAMPTON, ALONG THE SOUTH SIDE
 LG0953'OF A SECTION LINE ROAD AND IN THE HALF MILE FENCE LINE.
 LG0953'IT IS 78.4 FEET SOUTH OF A POWERLINE POLE WITH A TRIANGLE
 LG0953'BLAZE, 41 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD AND
 LG0953'11 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK
 LG0953'PROJECTS 4 INCHES AND THE DISK IS STAMPED REGIER 1950.
 LG0953'
 LG0953'REFERENCE MARK NO. 1 IS 30.5 FEET SOUTH OF THE CENTERLINE OF THE
 LG0953'DIRT ROAD AND SET IN THE RIGHT-OF-WAY FENCE LINE.  THE MARK
 LG0953'PROJECTS 6 INCHES AND THE DISK IS STAMPED REGIER NO 1 1950.
 LG0953'
 LG0953'REFERENCE MARK NO. 2 IS 70 FEET WEST OF THE HALF MILE FENCE LINE,
 LG0953'32 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND IT IS SET IN
 LG0953'THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 LG0953'DISK IS STAMPED REGIER NO 2 1950.
 LG0953'
 LG0953'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF AN EAST AND
 LG0953'WEST ROAD, 3 FEET WEST-SOUTHWEST OF A POWERLINE POLE AND 3
 LG0953'FEET WEST-NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 6
 LG0953'INCHES AND THE DISK IS STAMPED REGIER 1950.
 LG0953'
 LG0953'TO REACH FROM THE HENDERSON COMMUNITY HOSPITAL AT THE EAST EDGE
 LG0953'OF HENDERSON, GO NORTH ON A GRAVELED ROAD 2.2 MILES TO CROSSROADS,
 LG0953'TURN LEFT (WEST) ON GRAVELED ROAD 2.0 MILES TO CROSSROADS, TURN
 LG0953'RIGHT (NORTH) 2.0 MILES TO CROSSROADS, TURN LEFT (WEST) 0.1
 LG0953'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST 0.4 MILE
 LG0953'TO THE HALF SECTION LINE FENCE AND THE STATION AS DESCRIBED.
 LG0953'
 LG0953'A 74 FT. SIGNAL AT BERGEN IS VISIBLE AT 10 FT.
 LG0953'
 LG0953'AN 87 FT. SIGNAL AT HAMILTON IS VISIBLE AT 10 FT.
 LG0953'
 LG0953'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LG0953
 LG0953                          STATION RECOVERY (1966)
 LG0953
 LG0953'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1966 (HED)
 LG0953'THE STATION, R.M. NO. 2 AND THE AZIMUTH MARK WERE RECOVERED AND
 LG0953'FOUND TO BE IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED IN
 LG0953'1950.  AN ANGLE TO R.M. NO. 2 COULD NOT BE MEASURED DUE TO
 LG0953'CORN RINGS IN THE LINE OF SIGHT.
 LG0953'
 LG0953'R.M. NO. 1 WAS RECOVERED BUT WAS FOUND DAMAGED ON THE SURFACE.
 LG0953'R.M. NO. 1 WAS RESET USING THE ORIGINAL BRASS DISK.  R.M. NO. 1
 LG0953'IS STAMPED REGIER, 1950.  REF. 1 - RESET 1966.
 LG0953'
 LG0953'TO REACH DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0958 ***********************************************************************
 LG0958  DESIGNATION -  REGIER SW
 LG0958  PID         -  LG0958
 LG0958  STATE/COUNTY-  NE/HAMILTON
 LG0958  USGS QUAD   -  AURORA EAST (1968)
 LG0958
 LG0958                         *CURRENT SURVEY CONTROL
 LG0958  ___________________________________________________________________
 LG0958* NAD 83(1995)-  40 49 07.79656(N)    097 52 59.46128(W)     ADJUSTED  
 LG0958* NAVD 88     -       534.58   (+/-2cm)    1753.9    (feet)  VERTCON   
 LG0958  ___________________________________________________________________
 LG0958  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 LG0958  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 LG0958
 LG0958  HORZ ORDER  -  SECOND
 LG0958  VERT ORDER  -  THIRD ? (See Below)
 LG0958
 LG0958.The horizontal coordinates were established by classical geodetic methods
 LG0958.and adjusted by the National Geodetic Survey in August 1997..
 LG0958
 LG0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG0958.The vertical order pertains to the NGVD 29 superseded value.
 LG0958
 LG0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0958
 LG0958.The geoid height was determined by GEOID03.
 LG0958
 LG0958;                    North         East     Units Scale Factor Converg.
 LG0958;SPC NE       -   111,603.148   678,519.433   MT  0.99972994   +1 24 10.1
 LG0958;UTM  14      - 4,519,246.110   594,183.553   MT  0.99970918   +0 43 48.3
 LG0958
 LG0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0958!SPC NE       -   0.99992022  x   0.99972994  =   0.99965018
 LG0958!UTM  14      -   0.99992022  x   0.99970918  =   0.99962942
 LG0958
 LG0958|---------------------------------------------------------------------|
 LG0958| PID    Reference Object                     Distance      Geod. Az  |
 LG0958|                                                           dddmmss.s |
 LG0958| CN9568 REGIER SW RM 1                                     06256     |
 LG0958| CN9567 REGIER SW AZ MK                                    1783144.5 |
 LG0958| CN9569 REGIER SW RM 2                                     18917     |
 LG0958|---------------------------------------------------------------------|
 LG0958
 LG0958                          SUPERSEDED SURVEY CONTROL
 LG0958
 LG0958  NAD 83(1986)-  40 49 07.80496(N)    097 52 59.46278(W) AD(       ) 2
 LG0958  NAD 27      -  40 49 07.76672(N)    097 52 58.28557(W) AD(       ) 2
 LG0958  NGVD 29 (07/19/86)  534.35   (m)         1753.1    (f) LEVELING    3  
 LG0958
 LG0958.Superseded values are not recommended for survey control.
 LG0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0958.See file dsdata.txt to determine how the superseded data were derived.
 LG0958
 LG0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL9418419246(NAD 83)
 LG0958_MARKER: DD = SURVEY DISK
 LG0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0958
 LG0958  HISTORY     - Date     Condition        Report By
 LG0958  HISTORY     - 1961     MONUMENTED       NEDR
 LG0958  HISTORY     - 1974     MARK NOT FOUND   NGS
 LG0958
 LG0958                          STATION DESCRIPTION
 LG0958
 LG0958'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961 (WEW)
 LG0958'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF THE HAMPTON
 LG0958'R.R. DEPOT AT HAMPTON, IN SEC. 21 T 1O N, R 5 W.
 LG0958'
 LG0958'TO REACH STATION FROM THE HAMPTON R.R. DEPOT PROCEED 0.2 MILES EAST
 LG0958'ON STATE HIGHWAY 2 AND 34 TO COUNTY ROAD INTERSECTION, TURN RIGHT
 LG0958'(SOUTH) AND FOLLOW COUNTY ROAD 4.4 MILES TO STATION.
 LG0958'
 LG0958'STATION MARK IS A DEPARTMENT OF ROADS STANDARD TRIANGULATION DISK,
 LG0958'STAMPED REGIER SW 1961.  FROM THE MONUMENT IT IS 29.0 FEET EAST TO
 LG0958'CENTERLINE OF COUNTY ROAD, 9.0 FEET SOUTH TO CENTERLINE OF
 LG0958'FIELD ENTRANCE ON WEST SIDE OF COUNTY ROAD, 23.6 FEET SOUTH TO
 LG0958'STEEL WITNESS POST.  MONUMENT IS 0.8 FEET BELOW GROUND ELEVATION.
 LG0958'
 LG0958'REFERENCE MARK 1 IS A STANDARD DEPARTMENT OF ROADS REFERENCE MARK
 LG0958'DISK STAMPED REGIER SW R.M. 1 IS 1.3 FEET WEST OF EAST R.O.W. FENCE,
 LG0958'32.5 FEET EAST OF CENTERLINE COUNTY ROAD AND 4.6 FEET SOUTH OF GAS
 LG0958'METER.  PROJECTS 0.2 FEET ABOVE GROUND ELEVATION.
 LG0958'
 LG0958'REFERENCE MARK 2 IS A DEPARTMENT OF ROADS STANDARD REFERENCE MARK
 LG0958'DISK STAMPED REGIER SW R.M. 2 IS 33.0 FEET WEST OF CENTERLINE
 LG0958'OF COUNTY ROAD, 1.6 FEET SOUTH OF STEEL WITNESS POST, 13.0 FEET
 LG0958'SOUTH OF CENTERLINE OF FIELD ENTRANCE ON WEST.  PROJECTS 0.2 FEET
 LG0958'ABOVE GROUND ELEVATION.
 LG0958'
 LG0958'AZIMUTH MARK IS REACHED FROM STATION BY PROCEEDING 0.5 MILES SOUTH
 LG0958'ALONG COUNTY ROAD TO MARK.
 LG0958'
 LG0958'AZIMUTH IS A DEPARTMENT OF ROADS STANDARD AZIMUTH MARK, STAMPED
 LG0958'REGIER SOUTHWEST 1961 AND IS 32.0 FEET EAST OF CENTERLINE OF COUNTY
 LG0958'ROAD, 1.4 FEET NORTH OF STEEL WITNESS POST AND 2.1 FEET NORTH OF
 LG0958'POWER POLE.  IT PROJECTS 0.2 FEET ABOVE GROUND ELEVATION.
 LG0958
 LG0958                          STATION RECOVERY (1974)
 LG0958
 LG0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LG0958'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LG0958'STATION MARK AND THE REFERENCE MARKS WERE SEARCHED FOR AND COULD
 LG0958'NOT BE FOUND.  IT IS BELIEVED THIS STATION COULD HAVE BEEN
 LG0958'DESTROYED WHEN A HUSKY SERVICE STATION WAS BUILT IN THE AREA OF
 LG0958'THE STATION SITE.
 LG0958'
 LG0958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 LG0958'SOUTH OF HAMPTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1209 ***********************************************************************
 LH1209  CBN         -  This is a Cooperative Base Network Control Station.
 LH1209  DESIGNATION -  REIHER RESET
 LH1209  PID         -  LH1209
 LH1209  STATE/COUNTY-  NE/WEBSTER
 LH1209  USGS QUAD   -  RED CLOUD NE (1974)
 LH1209
 LH1209                         *CURRENT SURVEY CONTROL
 LH1209  ___________________________________________________________________
 LH1209* NAD 83(1995)-  40 10 33.74163(N)    098 30 20.37219(W)     ADJUSTED  
 LH1209* NAVD 88     -       592.9    (meters)    1945.     (feet)  GPS OBS   
 LH1209  ___________________________________________________________________
 LH1209  X           -    -721,868.462 (meters)                     COMP
 LH1209  Y           -  -4,826,873.449 (meters)                     COMP
 LH1209  Z           -   4,093,305.696 (meters)                     COMP
 LH1209  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 LH1209  ELLIP HEIGHT-         566.95  (meters)          (07/10/01) GPS OBS
 LH1209  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 LH1209
 LH1209  HORZ ORDER  -  B
 LH1209  ELLP ORDER  -  FOURTH    CLASS I
 LH1209
 LH1209.The horizontal coordinates were established by GPS observations
 LH1209.and adjusted by the National Geodetic Survey in June 1996..
 LH1209
 LH1209.The orthometric height was determined by GPS observations and a
 LH1209.high-resolution geoid model.
 LH1209
 LH1209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH1209
 LH1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1209
 LH1209.The ellipsoidal height was determined by GPS observations
 LH1209.and is referenced to NAD 83.
 LH1209
 LH1209.The geoid height was determined by GEOID03.
 LH1209
 LH1209;                    North         East     Units Scale Factor Converg.
 LH1209;SPC NE       -    39,152.074   627,263.378   MT  0.99992507   +0 59 25.1
 LH1209;UTM  14      - 4,447,413.299   542,088.334   MT  0.99962181   +0 19 08.1
 LH1209
 LH1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1209!SPC NE       -   0.99991107  x   0.99992507  =   0.99983614
 LH1209!UTM  14      -   0.99991107  x   0.99962181  =   0.99953291
 LH1209
 LH1209:                Primary Azimuth Mark                     Grid Az
 LH1209:SPC NE       -  COWLES ATT RELAY TOWER                   126 00 54.7
 LH1209:UTM  14      -  COWLES ATT RELAY TOWER                   126 41 11.7
 LH1209
 LH1209|---------------------------------------------------------------------|
 LH1209| PID    Reference Object                     Distance      Geod. Az  |
 LH1209|                                                           dddmmss.s |
 LH1209| LH1182 COWLES ATT RELAY TOWER              APPROX. 8.5 KM 1270019.8 |
 LH1209| CN9573 REIHER RM 3                          25.333 METERS 14943     |
 LH1209| CN9571 REIHER RM 1                          22.423 METERS 16236     |
 LH1209| CN9572 REIHER RM 2                          15.290 METERS 25945     |
 LH1209| CN9574 REIHER RM 4                          15.640 METERS 26341     |
 LH1209| LH1210 REIHER AZ MK 2                      APPROX. 1.3 KM 2952841.1 |
 LH1209| CN9570 REIHER AZ MK                                       2994746.2 |
 LH1209|---------------------------------------------------------------------|
 LH1209
 LH1209                          SUPERSEDED SURVEY CONTROL
 LH1209
 LH1209  ELLIP H (06/25/96)  567.01   (m)                       GP(       ) 1 1
 LH1209  NAD 83(1986)-  40 10 33.74912(N)    098 30 20.37096(W) AD(       ) 1
 LH1209  NAD 27      -  40 10 33.70600(N)    098 30 19.15300(W) AD(       ) 1
 LH1209  NGVD 29 (07/19/86)  591.9    (m)         1942.     (f) VERT ANG       
 LH1209
 LH1209.Superseded values are not recommended for survey control.
 LH1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1209.See file dsdata.txt to determine how the superseded data were derived.
 LH1209
 LH1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4208847413(NAD 83)
 LH1209_MARKER: DS = TRIANGULATION STATION DISK
 LH1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1209_SP_SET: CONCRETE POST
 LH1209_STAMPING: REIHER 1947 1967
 LH1209_MARK LOGO: CGS   
 LH1209_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1209+STABILITY: SURFACE MOTION
 LH1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1209+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 LH1209
 LH1209  HISTORY     - Date     Condition        Report By
 LH1209  HISTORY     - 1947     MONUMENTED       CGS
 LH1209  HISTORY     - 1967     GOOD             CGS
 LH1209  HISTORY     - 1967     GOOD             CGS
 LH1209  HISTORY     - 1980     SEE DESCRIPTION  NGS
 LH1209  HISTORY     - 19890403 GOOD             NGS
 LH1209  HISTORY     - 19950418 GOOD             NGS
 LH1209  HISTORY     - 20000605 GOOD             NEDR
 LH1209  HISTORY     - 20021210 GOOD             NEDR
 LH1209  HISTORY     - 20031001 GOOD             NEPPD
 LH1209
 LH1209                          STATION DESCRIPTION
 LH1209
 LH1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1209'STATION IS LOCATED ABOUT 6 MILES NORTH OF RED CLOUD ON THE
 LH1209'SUMMIT OF A HIGH RIDGE.  THE MARK, STAMPED REIHER 1947, IS
 LH1209'42 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 12 FEET
 LH1209'NORTH NORTHWEST OF A WITNESS POST, 10 FEET NORTH OF A WIRE FENCE,
 LH1209'11 FEET WEST AND 2 FEET NORTH OF THE SOUTHEAST CORNER OF A
 LH1209'GRAIN SHED AND PROJECTS 2 INCHES.
 LH1209'
 LH1209'REFERENCE MARK NO. 1, STAMPED REIHER NO 1 1947, IS 28 FEET
 LH1209'SOUTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD, 1 FOOT
 LH1209'NORTH OF AN EAST-WEST WIRE FENCE AND PROJECTS 2 INCHES.
 LH1209'
 LH1209'REFERENCE MARK NO. 2, STAMPED REIHER NO 2 1947, IS 32 FEET NORTH
 LH1209'OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD, 1 FOOT NORTH
 LH1209'OF AN EAST-WEST WIRE FENCE AND PROJECTS 3 INCHES.
 LH1209'
 LH1209'THE AZIMUTH MARK, STAMPED REIHER 1947, IS 39 FEET EAST OF THE
 LH1209'CENTER LINE OF U.S. HIGHWAY NO. 281, 8 FEET SOUTH OF THE CENTER
 LH1209'LINE OF AN ABANDONED DRIVE WAY, 1.5 FEET NORTH OF A WITNESS POST,
 LH1209'1 FOOT WEST OF A NORTH-SOUTH WIRE FENCE AND PROJECTS 4 INCHES.
 LH1209'
 LH1209'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 281
 LH1209'AND STATE HIGHWAY NO. 3 IN RED CLOUD, GO NORTH ON U.S. HIGHWAY
 LH1209'NO. 281 FOR 6.0 MILES TO A CROSSROAD.  TURN RIGHT, EAST, AND
 LH1209'GO 0.75 MILE TO STATION NEAR GRAIN SHED ON LEFT, NORTH, SIDE
 LH1209'OF ROAD.
 LH1209'
 LH1209'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 LH1209'NO 281 AND STATE HIGHWAY NO. 3 IN RED CLOUD, GO NORTH ON U.S.
 LH1209'HIGHWAY NO. 281 FOR 6.4 MILES TO MARK ON THE RIGHT, EAST, SIDE
 LH1209'OF ROAD ALONG ABANDONED DRIVE WAY.
 LH1209'
 LH1209'A 74 FOOT SIGNAL AT STATION BLUE HILL 1898 IS VISIBLE AT 37
 LH1209'FEET.
 LH1209'
 LH1209'A 4 FOOT SIGNAL AT STATION COWLES IS VISIBLE AT 37 FEET.
 LH1209'
 LH1209'A 74 FOOT SIGNAL AT STATION BANGERT IS VISIBLE AT 37 FEET.
 LH1209'
 LH1209'A 74 FOOT SIGNAL AT STATION BEEMAN IS VISIBLE AT 37 FEET.
 LH1209'
 LH1209'A 4 FOOT SIGNAL AT STATION HARRIS IS VISIBLE AT 37 FEET.
 LH1209'
 LH1209'A 74 FOOT SIGNAL AT STATION AT STATION COOPER 1898 IS VISIBLE AT
 LH1209'37 FEET.
 LH1209'
 LH1209'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
 LH1209
 LH1209                          STATION RECOVERY (1967)
 LH1209
 LH1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (COP)
 LH1209'STATION WAS RECOVERED AND ALL MARKS WERE FOUND.  STATION AND
 LH1209'AZIMUTH MARKS ARE IN GOOD CONDITION.  REFERENCE MARK NUMBER 1
 LH1209'IS SOLID IN THE GROUND BUT ABOUT 14 INCHES OF THE MARK IS
 LH1209'EXPOSED ON THE NORTH SIDE.  REFERENCE MARK NUMBER 2 WAS LOOSE
 LH1209'IN THE GROUND AND THE MARK EXPOSED ON THE SOUTH SIDE ALL THE
 LH1209'WAY TO THE BOTTOM OF THE MARK.  REFERENCE MARK NUMBER 2 HAS
 LH1209'BEEN DESTROYED.  TWO NEW REFERENCE MARKS, NUMBERS 3 AND 4
 LH1209'HAVE BEEN ESTABLISHED.
 LH1209'
 LH1209'THE LOCATION AND THE DESCRIPTION OF HOW TO REACH THE STATION
 LH1209'WAS ADEQUATELY DESCRIBED.  LAND ON WHICH THE STATION IS
 LH1209'ESTABLISHED IS NOW OWNED BY A MR. VERN KRUEGAR OF RED CLOUD,
 LH1209'NEBRASKA.
 LH1209'
 LH1209'STATION MARK HAS BEEN LOWERED BY REQUEST OF THE LAND OWNER.
 LH1209'
 LH1209'STATION MARK DISK IS STAMPED REIHER 1947 1967 AND IS ABOUT
 LH1209'12 INCHES BELOW THE SURFACE OF THE GROUND.
 LH1209'MARK IS 73.3 FEET WEST OF THE WEST GATE POST OF A WIRE GATE, 69.0
 LH1209'FEET NORTH OF A TELEPHONE POLE.  38-1/2 FEET NORTH OF THE CENTER
 LH1209'OF COUNTY HIGHWAY 1218 AND 5.7 FEET NORTH OF AN EAST-WEST
 LH1209'FENCELINE.
 LH1209'
 LH1209'REFERENCE MARK NUMBER 1 DISK IS STAMPED REIHER NO 1 1947 AND
 LH1209'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 LH1209'MARK IS 31 FEET SOUTH OF THE CENTER OF HIGHWAY 1218, 27.3
 LH1209'FEET EAST OF THE TELEPHONE POLE AND 2.0 FEET NORTH OF AN
 LH1209'EAST-WEST FENCELINE.
 LH1209'
 LH1209'REFERENCE MARK NUMBER 4 IS A STANDARD REFERENCE MARK DISK,
 LH1209'STAMPED REIHER 1947 NO 4 1967, SET IN THE TOP OF A ROUND
 LH1209'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 LH1209'GROUND.  MARK IS 33 FEET NORTH OF THE CENTER OF
 LH1209'HIGHWAY 1218 AND 4 INCHES SOUTH OF AN EAST-WEST FENCELINE.
 LH1209'
 LH1209'REFERENCE MARK NUMBER 3 DISK IS A STANDARD REFERENCE MARK DISK,
 LH1209'STAMPED REIHER 1947 NO 3 1967, SET IN THE TOP OF A ROUND
 LH1209'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 LH1209'MARK IS 47.3 FEET EAST OF THE TELEPHONE POLE, 33
 LH1209'FEET SOUTH OF THE CENTER OF HIGHWAY 1218 AND 0.6 FEET NORTH OF
 LH1209'AN EAST-WEST FENCELINE.
 LH1209'
 LH1209'AZIMUTH MARK DISK IS STAMPED REIHER 1947 AND MARK IS FLUSH
 LH1209'WITH THE SURFACE OF THE GROUND.  MARK IS 40 FEET
 LH1209'EAST OF THE CENTER OF U.S. HIGHWAY 281, 2.0 FEET SOUTH OF A
 LH1209'METAL WITNESS POST, 1.6 FEET NORTH OF A 4 X 4 IN WOOD
 LH1209'WITNESS POST AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCELINE.
 LH1209'
 LH1209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES WEST
 LH1209'OF COWLES.
 LH1209'
 LH1209'HEIGHT OF LIGHT ABOVE STATION MARK 72.96 FEET.
 LH1209
 LH1209                          STATION RECOVERY (1967)
 LH1209
 LH1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LH1209'RECOVERED IN GOOD CONDITION.
 LH1209
 LH1209                          STATION RECOVERY (1980)
 LH1209
 LH1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1209'SUBSURFACE STATION MARK, REFERENCE MARKS 1, 3, 4 AND THE AZIMUTH
 LH1209'MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS IN THE
 LH1209'WAY OF CONSTRUCTION, THEREFORE A NEW AZIMUTH MARK WAS ESTABLISHED
 LH1209'AND THE ORIGINAL AZIMUTH MARK DESTROYED.  THE DISTANCE TO REFERENCE
 LH1209'MARK 1 WAS 0.057 METER SHORTER, TO REFERENCE MARK 3, 0.016 METER
 LH1209'SHORTER AND TO REFERENCE MARK 4 0.005 METER SHORTER.  THE DIRECTION
 LH1209'TO REFERENCE MARK 1 WAS 1 MINUTE, 15 SECONDS SMALLER, TO REFERENCE
 LH1209'MARK 3 WAS 1 MINUTE, 49 SECONDS SMALLER, TO REFERENCE MARK 4 WAS 10
 LH1209'DEGREES, 1 MINUTE, 47 SECONDS LARGER AND THE DIRECTION TO THE COWLES
 LH1209'AT AND T MICROWAVE RELAY TOWER WAS 5.2 SECONDS LARGER.  ALL COMPARISON
 LH1209'ARE WITH 1967 OBSERVATIONS.  THE UNDERGROUND MARK WAS NOT
 LH1209'INSPECTED.  A NEW DESCRIPTION FOLLOWS.
 LH1209'
 LH1209'THE STATION IS ABOUT 10 MILES SOUTH-SOUTHEAST OF BLUE HILL, 6 MILES
 LH1209'NORTH OF RED CLOUD, 4 MILES WEST OF COWLES AND ON PROPERTY OF VERNON
 LH1209'KRUEGER, RURAL ROUTE, RED CLOUD.  TELEPHONE 746-2617.
 LH1209'
 LH1209'TO REACH THE STATION FROM THE JUNCTON OF U.S. HIGHWAY 136 AND 281
 LH1209'IN RED CLOUD, GO NORTH ON HIGHWAY 281 FOR 6.2 MILES TO STATE ROAD
 LH1209'91B ON THE RIGHT.  TURN RIGHT AND GO EAST ON ROAD 91B FOR 0.75 MILE
 LH1209'TO THE STATION ON THE LEFT AT THE TOP OF A HILL.
 LH1209'
 LH1209'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO HIGHWAY 281,
 LH1209'TURN RIGHT AND GO NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE MARK ON
 LH1209'THE RIGHT, ON THE NORTH SLOPE OF A HILL.
 LH1209'
 LH1209'STATION MARK IS A STANDARD DISK, STAMPED---REIHER 1947 1967--- SET
 LH1209'IN THE TOP OF A ROUND CONCRETE POST THAT IS 14 INCHES BELOW THE
 LH1209'GROUND SURFACE.  IT IS 77.0 FEET WEST OF THE WEST GATE POST IN THE
 LH1209'FENCELINE, 38.5 FEET NORTH OF THE CENTERLINE OF ROAD 91B, 3.4 FEET
 LH1209'EAST-NORTHEAST OF A WITNESS POST AND 1.5 FEET NORTH OF A FENCE.
 LH1209'
 LH1209'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---REIHER NO 1
 LH1209'1947--- SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 12
 LH1209'INCHES.  IT IS 98.0 FEET SOUTHWEST OF THE CENTERLINE OF A FIELD
 LH1209'ENTRANCE, 73.5 FEET SOUTH-SOUTHEAST OF THE WITNESS POST, 31.5 FEET
 LH1209'SOUTH OF THE CENTERLINE OF ROAD 91B AND 6.0 FEET NORTH OF A FENCE.
 LH1209'
 LH1209'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---REIHER 1947 NO 3
 LH1209'1967--- SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT
 LH1209'IS 83.5 FEET SOUTHWEST OF THE CENTERLINE OF THE FIELD ENTRANCE, 83.5
 LH1209'FEET SOUTHEAST OF THE WITNESS POST, 33.0 FEET SOUTH OF THE
 LH1209'CENTERLINE OF THE ROAD AND 4.5 FEET NORTH OF A FENCE.
 LH1209'
 LH1209'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---REIHER 1947 NO 4
 LH1209'1967--- SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT
 LH1209'IS 47.7 FEET WEST-SOUTHWEST OF THE WITNESS POST, 31.5 FEET NORTH OF
 LH1209'THE CENTERLINE OF THE ROAD AND 5.0 FEET SOUTH OF A FENCE.
 LH1209'
 LH1209'AZIMUTH MARK IS A STANDARD DISK, STAMPED---REIHER 1947 1980--- SET
 LH1209'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 105 FEET
 LH1209'EAST OF THE CENTERLINE OF HIGHWAY 281, 2.5 FEET NORTH OF A WITNESS
 LH1209'POST AND 1.0 FOOT WEST OF A FENCE.
 LH1209
 LH1209                          STATION RECOVERY (1989)
 LH1209
 LH1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH1209'THE STATION IS LOCATED ABOUT 9.66 KM (6.00 MI) NORTH OF RED CLOUD,
 LH1209'4.83 KM (3.00 MI) WEST OF COWLES, 1.21 KM (0.75 MI) EAST OF U.S.
 LH1209'HIGHWAY 281, JUST NORTH OF STATE HIGHWAY 91B SPUR AND AT THE SOUTH
 LH1209'EDGE OF A CULTIVATED FIELD.  OWNERSHIP--HULBERT SIMONSEN, SUPERIOR
 LH1209'NEBRASKA 68978.  TELEPHONE 402-879-3005.
 LH1209'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 136 AND 281 IN
 LH1209'RED CLOUD, GO NORTH ON US HIGHWAY 281 FOR 9.66 KM (6.00 MI) TO STATE
 LH1209'HIGHWAY 91B SPUR ON THE RIGHT.  TURN RIGHT AND GO EAST ON STATE
 LH1209'HIGHWAY 91B SPUR FOR 1.21 KM (0.75 MI) TO THE STATION ON THE LEFT,
 LH1209'JUST WEST OF A FIELD ENTRANCE AT A GAP IN THE FENCE.
 LH1209'THE STATION IS 23.4 M (76.8 FT) WEST OF THE WEST GATE POST, 11.7 M
 LH1209'(38.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.76 M (2.5 FT) NORTHEAST
 LH1209'OF A CARSONITE WITNESS POST, 0.40 M (1.3 FT) NORTH OF THE EAST/WEST
 LH1209'FENCE AND RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 LH1209'DESCRIBED BY R.D.BALL.
 LH1209
 LH1209                          STATION RECOVERY (1995)
 LH1209
 LH1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LH1209'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 136 AND 281 IN
 LH1209'RED CLOUD, GO NORTH ON HIGHWAY 281 FOR 6.0 MI (9.7 MI) TO STATE ROAD
 LH1209'91B SPUR.  TURN RIGHT AND GO EAST ON ROAD 91B SPUR FOR 0.75 MI (1.21
 LH1209'KM) TO THE MARK ON LEFT, JUST WEST OF A FIELD ENTRANCE, AT THE SOUTH
 LH1209'EDGE OF A CULTIVATED FIELD, IN THE SE1/4, SEC36, T3N, R11W, ON
 LH1209'PROPERTY OWNED BY HULBERT SIMONSEN, SUPERIOR, NEBRASKA.  TELEPHONE
 LH1209'402-879-3005.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE
 LH1209'MONUMENT THAT IS RECESSED 1.0 FT (0.3 M) BELOW THE GROUND SURFACE. IT
 LH1209'IS 76.8 FT (23.4 M) WEST OF THE WEST GATEPOST OF A GATE, 38.5 FT (11.7
 LH1209'M) NORTH FROM THE CENTERLINE OF THE ROAD, 2.5 FT (0.8 M)
 LH1209'EAST-NORTHEAST FROM A WITNESS POST AND 1.5 FT (0.5 M) NORTH FROM THE
 LH1209'NORTH RIGHT-OF-WAY FENCE.  A LENGTH OF REBAR IS ALONG THE SOUTHEAST
 LH1209'SIDE OF THE MARK.
 LH1209
 LH1209                          STATION RECOVERY (2000)
 LH1209
 LH1209'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LH1209'RECOVERED AS DESCRIBED.
 LH1209
 LH1209                          STATION RECOVERY (2002)
 LH1209
 LH1209'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LH1209'RECOVERED IN GOOD CONDITION.
 LH1209
 LH1209                          STATION RECOVERY (2003)
 LH1209
 LH1209'RECOVERY NOTE BY NEBRASKA PUBLIC POWER DISTRICT 2003 (JBE)
 LH1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1355 ***********************************************************************
 LH1355  DESIGNATION -  REPUBLICAN CITY MUNICIPAL TANK
 LH1355  PID         -  LH1355
 LH1355  STATE/COUNTY-  NE/HARLAN
 LH1355  USGS QUAD   -  REPUBLICAN CITY (1974)
 LH1355
 LH1355                         *CURRENT SURVEY CONTROL
 LH1355  ___________________________________________________________________
 LH1355* NAD 83(1995)-  40 06 10.75082(N)    099 13 23.45377(W)     ADJUSTED  
 LH1355* NAVD 88     -                                                        
 LH1355  ___________________________________________________________________
 LH1355  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LH1355  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 LH1355
 LH1355  HORZ ORDER  -  THIRD
 LH1355
 LH1355.The horizontal coordinates were established by classical geodetic methods
 LH1355.and adjusted by the National Geodetic Survey in August 1997..
 LH1355
 LH1355
 LH1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1355
 LH1355.The geoid height was determined by GEOID03.
 LH1355
 LH1355;                    North         East     Units Scale Factor Converg.
 LH1355;SPC NE       -    30,238.664   566,231.887   MT  0.99995504   +0 30 53.3
 LH1355;UTM  14      - 4,439,211.662   480,977.928   MT  0.99960445   -0 08 37.6
 LH1355
 LH1355                          SUPERSEDED SURVEY CONTROL
 LH1355
 LH1355  NAD 83(1986)-  40 06 10.75542(N)    099 13 23.45386(W) AD(       ) 4
 LH1355  NAD 27      -  40 06 10.71000(N)    099 13 22.11900(W) AD(       ) 3
 LH1355
 LH1355.Superseded values are not recommended for survey control.
 LH1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1355.See file dsdata.txt to determine how the superseded data were derived.
 LH1355
 LH1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8097839212(NAD 83)
 LH1355_MARKER: 53 = ELEVATED TANK
 LH1355
 LH1355  HISTORY     - Date     Condition        Report By
 LH1355  HISTORY     - 1951     FIRST OBSERVED   CGS
 LH1355
 LH1355                          STATION DESCRIPTION
 LH1355
 LH1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1355'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF REPUBLICAN
 LH1355'CITY.  IT IS 265.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LH1355'3.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 LH1355'PROPER AND HAS AN OVERALL HEIGHT OF ABOUT 90.0 FEET.  IT HAS
 LH1355'A CONICAL SHAPED ROOF WITH A BALL AT THE APEX.
 LH1355'
 LH1355'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.  IT WAS
 LH1355'BUILT IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1359 ***********************************************************************
 LH1359  DESIGNATION -  REPUBLICAN CITY WATER TANK
 LH1359  PID         -  LH1359
 LH1359  STATE/COUNTY-  NE/HARLAN
 LH1359  USGS QUAD   -  ALMA (1974)
 LH1359
 LH1359                         *CURRENT SURVEY CONTROL
 LH1359  ___________________________________________________________________
 LH1359* NAD 83(1995)-  40 04 28.17632(N)    099 15 52.86070(W)     ADJUSTED  
 LH1359* NAVD 88     -                                                        
 LH1359  ___________________________________________________________________
 LH1359  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 LH1359  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 LH1359
 LH1359  HORZ ORDER  -  THIRD
 LH1359
 LH1359.The horizontal coordinates were established by classical geodetic methods
 LH1359.and adjusted by the National Geodetic Survey in August 1997..
 LH1359
 LH1359
 LH1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1359
 LH1359.The geoid height was determined by GEOID03.
 LH1359
 LH1359;                    North         East     Units Scale Factor Converg.
 LH1359;SPC NE       -    27,044.209   562,720.408   MT  0.99996717   +0 29 14.3
 LH1359;UTM  14      - 4,436,058.873   477,431.250   MT  0.99960627   -0 10 13.4
 LH1359
 LH1359                          SUPERSEDED SURVEY CONTROL
 LH1359
 LH1359  NAD 83(1986)-  40 04 28.18074(N)    099 15 52.86094(W) AD(       ) 4
 LH1359  NAD 27      -  40 04 28.14000(N)    099 15 51.52000(W) AD(       ) 3
 LH1359
 LH1359.Superseded values are not recommended for survey control.
 LH1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1359.See file dsdata.txt to determine how the superseded data were derived.
 LH1359
 LH1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK7743136059(NAD 83)
 LH1359_MARKER: 51 = TANK
 LH1359
 LH1359  HISTORY     - Date     Condition        Report By
 LH1359  HISTORY     - 1935     FIRST OBSERVED   CGS
 LH1359
 LH1359                          STATION DESCRIPTION
 LH1359
 LH1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1359'THE REPUBLICAN CITY WATER TANK, SILVER-COLORED, IS LOCATED
 LH1359'AT THE NORTHWEST EDGE OF THE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0444 ***********************************************************************
 LJ0444  DESIGNATION -  REVER
 LJ0444  PID         -  LJ0444
 LJ0444  STATE/COUNTY-  NE/RED WILLOW
 LJ0444  USGS QUAD   -  QUICK SE (1970)
 LJ0444
 LJ0444                         *CURRENT SURVEY CONTROL
 LJ0444  ___________________________________________________________________
 LJ0444* NAD 83(1995)-  40 16 47.95074(N)    100 35 31.12972(W)     ADJUSTED  
 LJ0444* NAVD 88     -       814.     (meters)    2671.     (feet)  SCALED    
 LJ0444  ___________________________________________________________________
 LJ0444  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LJ0444  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 LJ0444
 LJ0444  HORZ ORDER  -  THIRD
 LJ0444
 LJ0444.The horizontal coordinates were established by classical geodetic methods
 LJ0444.and adjusted by the National Geodetic Survey in August 1997..
 LJ0444
 LJ0444.The orthometric height was scaled from a topographic map.
 LJ0444
 LJ0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0444
 LJ0444.The geoid height was determined by GEOID03.
 LJ0444
 LJ0444;                    North         East     Units Scale Factor Converg.
 LJ0444;SPC NE       -    49,765.647   449,661.750   MT  0.99988515   -0 23 32.3
 LJ0444;UTM  14      - 4,460,049.474   364,662.772   MT  0.99982547   -1 01 45.9
 LJ0444
 LJ0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0444!SPC NE       -   0.99987601  x   0.99988515  =   0.99976118
 LJ0444!UTM  14      -   0.99987601  x   0.99982547  =   0.99970150
 LJ0444
 LJ0444|---------------------------------------------------------------------|
 LJ0444| PID    Reference Object                     Distance      Geod. Az  |
 LJ0444|                                                           dddmmss.s |
 LJ0444| CN9581 REVER RM 1                            7.806 METERS 08953     |
 LJ0444| CN9580 REVER AZ MK                                        1760412.4 |
 LJ0444| CN9582 REVER RM 2                           14.943 METERS 18419     |
 LJ0444| LJ0453 MC COOK MUNICIPAL TANK              APPROX. 8.4 KM 1955928.4 |
 LJ0444| LJ0450 MC COOK CBQ RR CONC STK             APPROX. 9.9 KM 1963803.4 |
 LJ0444| LJ0451 MC COOK CITY PARK STANDPIPE         APPROX. 8.8 KM 1983050.0 |
 LJ0444| LJ0458 MC COOK STATE POLICE RAD MAST       APPROX. 9.4 KM 2172438.6 |
 LJ0444| CN9583 REVER RM 3                            7.501 METERS 26947     |
 LJ0444| LJ0446 MC COOK ST AIRFIELD WATER TWR       APPROX.10.6 KM 2873721.4 |
 LJ0444|---------------------------------------------------------------------|
 LJ0444
 LJ0444                          SUPERSEDED SURVEY CONTROL
 LJ0444
 LJ0444  NAD 83(1986)-  40 16 47.95534(N)    100 35 31.13532(W) AD(       ) 3
 LJ0444  NAD 27      -  40 16 47.94154(N)    100 35 29.57708(W) AD(       ) 3
 LJ0444
 LJ0444.Superseded values are not recommended for survey control.
 LJ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0444.See file dsdata.txt to determine how the superseded data were derived.
 LJ0444
 LJ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK6466360049(NAD 83)
 LJ0444_MARKER: DS = TRIANGULATION STATION DISK
 LJ0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0444
 LJ0444  HISTORY     - Date     Condition        Report By
 LJ0444  HISTORY     - 1951     MONUMENTED       CGS
 LJ0444  HISTORY     - 1968     GOOD             CGS
 LJ0444
 LJ0444                          STATION DESCRIPTION
 LJ0444
 LJ0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0444'THE STATION IS LOCATED ABOUT 10.0 MILES WEST-NORTHWEST OF
 LJ0444'INDIANOLA AND ABOUT 6.0 MILES NORTH-NORTHEAST OF MC COOK
 LJ0444'ON THE RIDGE BETWEEN REVER CANYON AND WILLOW CREEK.  IT IS
 LJ0444'154.0 FEET WEST OF THE CENTER OF A T ROAD INTERSECTION, 26.0
 LJ0444'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 4.0 FEET
 LJ0444'EAST-SOUTHEAST OF A TELEPHONE POLE AND 1.5 FEET SOUTH OF A FENCE.
 LJ0444'IT PROJECTS 4 INCHES AND IS STAMPED REVER 1951.
 LJ0444'
 LJ0444'REFERENCE MARK NO. 1 IS 29.5 FEET EAST OF A TELEPHONE POLE,
 LJ0444'26.5 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND IS SET
 LJ0444'DIRECTLY IN AN EAST-WEST FENCE LINE.  IT PROJECTS 4 INCHES AND
 LJ0444'IS STAMPED REVER NO 1 1951.
 LJ0444'
 LJ0444'REFERENCE MARK NO. 2 IS LOCATED AT THE NORTH EDGE OF A CULTIVATED
 LJ0444'FIELD AND IS 22.0 FEET SOUTH OF THE CENTER OF A GRAVELED
 LJ0444'ROAD.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 LJ0444'IS STAMPED REVER NO 2 1951.
 LJ0444'
 LJ0444'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LJ0444'NO. 2 IS 57.0 FEET.
 LJ0444'
 LJ0444'THE AZIMUTH MARK IS 54.0 FEET WEST OF THE CENTER OF A GRAVELED
 LJ0444'ROAD AND 1.0 FOOT NORTH OF A POWER LINE POLE.  IT PROJECTS
 LJ0444'4 INCHES AND IS STAMPED REVER 1951.
 LJ0444'
 LJ0444'TO REACH THE STATION FROM THE TRAFFIC LIGHT ONE BLOCK NORTH
 LJ0444'OF THE CHICAGO, BURLINGTON AND QUINCY DEPOT IN MC COOK, GO
 LJ0444'EAST ON U.S. HIGHWAYS 6 AND 34 FOR 0.75 MILE TO A CROSS
 LJ0444'STREET, TURN LEFT AND GO NORTH FOR 3.6 MILES TO A CROSSROAD,
 LJ0444'TURN RIGHT AND GO EAST FOR 0.3 MILE TO WHERE GRAVELED ROAD
 LJ0444'TURNS LEFT AND DIRT ROAD CONTINUES STRAIGHT AHEAD, TURN LEFT
 LJ0444'AND GO NORTH AND EAST FOR 1.6 MILES TO A T ROAD LEFT, TURN
 LJ0444'LEFT AND FOLLOW GRAVELED ROAD NORTH FOR 0.7 MILE AND THE
 LJ0444'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON
 LJ0444'GRAVELED ROAD FOR 0.3 MILE TO A T ROAD LEFT AND STATION
 LJ0444'ABOUT 50 YARDS WEST IN A NORTH-SOUTH FENCE AS DESCRIBED.
 LJ0444
 LJ0444                          STATION RECOVERY (1968)
 LJ0444
 LJ0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0444'REFERENCE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH
 LJ0444'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 LJ0444'MARK NO. 2 WAS DESTROYED BY ROAD CONSTRUCTION.
 LJ0444'
 LJ0444'REFERENCE MARK NO. 3 WAS SET.
 LJ0444'
 LJ0444'FOLLOWING IS A COMPLETE DESCRIPTION.
 LJ0444'
 LJ0444'TO REACH THE STATION FROM THE TRAFFIC LIGHT ONE BLOCK NORTH
 LJ0444'OF THE CHICAGO, BURLINGTON, AND QUINCY DEPOT IN MC COOK,
 LJ0444'GO EAST ON U.S. HIGHWAYS 6 AND 34 FOR 0.75 MILE TO A 11TH
 LJ0444'STREET.  TURN LEFT AND GO NORTH ON A SURFACED AND GRAVELED
 LJ0444'ROAD FOR 3.6 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST
 LJ0444'ON A GRAVELED ROAD FOR 0.3 MILE TO WHERE THE GRAVELED ROAD
 LJ0444'TURNS LEFT AND A DIRT ROAD CONTINUES STRAIGHT AHEAD.  TURN
 LJ0444'LEFT AND GO NORTH AND EAST ON A GRAVELED ROAD FOR 1.6 MILES
 LJ0444'TO A T-ROAD LEFT.  TURN LEFT AND FOLLOW THE GRAVELED ROAD
 LJ0444'NORTH FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LJ0444'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.3 MILE TO A SIDE
 LJ0444'ROAD ON THE LEFT AND THE STATION ABOUT 50 YARDS WEST IN
 LJ0444'AN EAST-WEST FENCELINE.
 LJ0444'
 LJ0444'STATION MARK, A STANDARD DISK STAMPED REVER 1951, IS SET
 LJ0444'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LJ0444'SURFACE OF THE GROUND.  IT IS 154 FEET WEST OF THE CENTER OF
 LJ0444'THE INTERSECTION, 38 FEET NORTH OF THE CENTER OF ROAD, 4 FEET
 LJ0444'EAST-SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT EAST OF A METAL
 LJ0444'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LJ0444'
 LJ0444'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED REVER NO 1
 LJ0444'1951, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 LJ0444'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 37 FEET NORTH
 LJ0444'OF THE CENTER OF THE ROAD AND 0.5 FEET SOUTH OF A FENCE.
 LJ0444'
 LJ0444'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED REVER 1951
 LJ0444'NO. 3 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LJ0444'PROJECTS 3 INCHES.  IT IS 37.5 FEET NORTH OF THE CENTER OF THE
 LJ0444'ROAD AND 0.5 FEET SOUTH OF THE FENCE.
 LJ0444'
 LJ0444'AZIMUTH MARK, A STANDARD DISK STAMPED REVER 1951, IS SET IN
 LJ0444'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 LJ0444'IT IS 54 FEET WEST OF THE CENTER OF ROAD, 1 FOOT NORTH OF
 LJ0444'A POWERLINE POLE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 LJ0444'
 LJ0444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 LJ0444'MILES NORTH-NORTHEAST OF MC COOK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1343 ***********************************************************************
 LH1343  DESIGNATION -  REWERTS
 LH1343  PID         -  LH1343
 LH1343  STATE/COUNTY-  NE/FRANKLIN
 LH1343  USGS QUAD   -  HILDRETH (1970)
 LH1343
 LH1343                         *CURRENT SURVEY CONTROL
 LH1343  ___________________________________________________________________
 LH1343* NAD 83(1995)-  40 17 32.97766(N)    099 02 28.80712(W)     ADJUSTED  
 LH1343* NAVD 88     -       674.     (meters)    2211.     (feet)  SCALED    
 LH1343  ___________________________________________________________________
 LH1343  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 LH1343  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 LH1343
 LH1343  HORZ ORDER  -  SECOND
 LH1343
 LH1343.The horizontal coordinates were established by classical geodetic methods
 LH1343.and adjusted by the National Geodetic Survey in August 1997..
 LH1343
 LH1343.The orthometric height was scaled from a topographic map.
 LH1343
 LH1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1343
 LH1343.The geoid height was determined by GEOID03.
 LH1343
 LH1343;                    North         East     Units Scale Factor Converg.
 LH1343;SPC NE       -    51,433.842   581,502.309   MT  0.99988056   +0 38 07.1
 LH1343;UTM  14      - 4,460,222.811   496,486.731   MT  0.99960015   -0 01 36.2
 LH1343
 LH1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1343!SPC NE       -   0.99989824  x   0.99988056  =   0.99977881
 LH1343!UTM  14      -   0.99989824  x   0.99960015  =   0.99949843
 LH1343
 LH1343:                Primary Azimuth Mark                     Grid Az
 LH1343:SPC NE       -  FREDRICKSBURG EVAN LUTH CH               031 55 44.4
 LH1343:UTM  14      -  FREDRICKSBURG EVAN LUTH CH               032 35 27.7
 LH1343
 LH1343|---------------------------------------------------------------------|
 LH1343| PID    Reference Object                     Distance      Geod. Az  |
 LH1343|                                                           dddmmss.s |
 LH1343| LH1229 FREDRICKSBURG EVAN LUTH CH          APPROX.17.5 KM 0323351.5 |
 LH1343| CN9585 REWERTS RM 1                         16.642 METERS 03725     |
 LH1343| LH1226 UPLAND ZION EVAN LUTH CH SPIRE      APPROX.12.1 KM 0773724.0 |
 LH1343| CN9586 REWERTS RM 2                         25.369 METERS 15942     |
 LH1343| CN9584 REWERTS AZ MK                                      2673442.1 |
 LH1343| LH1345 WILCOX MUNICIPAL STANDPIPE          APPROX.13.7 KM 3062532.4 |
 LH1343| LH1349 AXTELL MUNICIPAL TANK               APPROX.21.9 KM 3404920.7 |
 LH1343| LH1341 AXTELL BETHPHAGE MISSION TANK       APPROX.22.6 KM 3423048.7 |
 LH1343| LH1342 BETHANY LUTHERAN CHURCH CROSS       APPROX.19.8 KM 3491125.3 |
 LH1343| LH1344 HILDRETH MUNICIPAL TANK             APPROX. 5.3 KM 3565003.2 |
 LH1343|---------------------------------------------------------------------|
 LH1343
 LH1343                          SUPERSEDED SURVEY CONTROL
 LH1343
 LH1343  NAD 83(1986)-  40 17 32.98300(N)    099 02 28.80767(W) AD(       ) 2
 LH1343  NAD 27      -  40 17 32.94000(N)    099 02 27.49800(W) AD(       ) 2
 LH1343
 LH1343.Superseded values are not recommended for survey control.
 LH1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1343.See file dsdata.txt to determine how the superseded data were derived.
 LH1343
 LH1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK9648760223(NAD 83)
 LH1343_MARKER: DS = TRIANGULATION STATION DISK
 LH1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1343
 LH1343  HISTORY     - Date     Condition        Report By
 LH1343  HISTORY     - 1951     MONUMENTED       CGS
 LH1343
 LH1343                          STATION DESCRIPTION
 LH1343
 LH1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1343'THE STATION IS LOCATED ABOUT 7.5 MILES WEST-SOUTHWEST OF UPLAND,
 LH1343'3.0 MILES SOUTH OF HILDRETH AND ON THE NORTH RIGHT-OF-WAY
 LH1343'OF STATE HIGHWAY 4 AT THE SOUTH EDGE OF A FARM YARD.  IT IS 55.0
 LH1343'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CORNCRIB, 46.0
 LH1343'FEET NORTH OF THE CENTER OF STATE HIGHWAY 4 AND 15.0 FEET WEST
 LH1343'OF THE CENTER OF A FARM LANE.  IT IS SET 12 INCHES UNDERGROUND
 LH1343'AND STAMPED REWERTS 1951.
 LH1343'
 LH1343'REFERENCE MARK NO. 1 IS 15.0 FEET EAST OF THE CENTER OF A FARM
 LH1343'LANE AND 1.0 FOOT SOUTH OF THE SOUTHWEST CORNER OF A CORNCRIB.
 LH1343'IT IS SET FLUSH AND STAMPED REWERTS NO 1 1951.
 LH1343'
 LH1343'REFERENCE MARK NO. 2 IS 33.0 FEET SOUTH OF THE CENTER OF
 LH1343'STATE HIGHWAY 4, 19.0 FEET WEST OF THE CENTER OF A FARM LANE
 LH1343'AND 1.5 FEET WEST OF A POWERLINE POLE.  IT PROJECTS 2 INCHES
 LH1343'AND IS STAMPED REWERTS NO 2 1951.
 LH1343'
 LH1343'THE DISTANCE BETWEEN REFERENCE MARKS IS 121.5 FEET.
 LH1343'
 LH1343'THE AZIMUTH MARK IS 48.0 FEET SOUTHEAST OF THE CENTER OF A CROSSROAD
 LH1343'INTERSECTION, 4.0 FEET EAST OF A FENCE CORNER AND 3.0 FEET
 LH1343'NORTHEAST OF A POWERLINE POLE.  IT PROJECTS 3 INCHES AND IS
 LH1343'STAMPED REWERTS 1951.
 LH1343'
 LH1343'TO REACH THE STATION FROM THE DEPOT IN HILDRETH, GO SOUTH
 LH1343'FOR 0.3 MILE TO A CROSS STREET, TURN RIGHT, WEST FOR 0.2 MILE
 LH1343'TO A CROSSROAD.  TURN LEFT, SOUTH, ON A GRAVELED ROAD FOR
 LH1343'3.0 MILE TO THE JUNCTION OF STATE HIGHWAY 4 AND THE AZIMUTH MARK
 LH1343'AT A SOUTHEAST ANGLE AS DESCRIBED.  TURN LEFT, EAST, ON STATE
 LH1343'HIGHWAY 4 FOR 0.3 MILE TO A FARM LANE AND THE STATION ON THE
 LH1343'LEFT AS DESCRIBED.
 LH1343'
 LH1343'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0830 ***********************************************************************
 LG0830  DESIGNATION -  REYNOLDS
 LG0830  PID         -  LG0830
 LG0830  STATE/COUNTY-  NE/JEFFERSON
 LG0830  USGS QUAD   -  REYNOLDS (1980)
 LG0830
 LG0830                         *CURRENT SURVEY CONTROL
 LG0830  ___________________________________________________________________
 LG0830* NAD 83(1995)-  40 04 07.25056(N)    097 19 52.13157(W)     ADJUSTED  
 LG0830* NAVD 88     -       449.     (meters)    1473.     (feet)  SCALED    
 LG0830  ___________________________________________________________________
 LG0830  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LG0830  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 LG0830
 LG0830  HORZ ORDER  -  FIRST
 LG0830
 LG0830.The horizontal coordinates were established by classical geodetic methods
 LG0830.and adjusted by the National Geodetic Survey in August 1997..
 LG0830
 LG0830.The orthometric height was scaled from a topographic map.
 LG0830
 LG0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0830
 LG0830.The geoid height was determined by GEOID03.
 LG0830
 LG0830;                    North         East     Units Scale Factor Converg.
 LG0830;SPC NE       -    29,645.713   727,632.041   MT  0.99996967   +1 46 07.1
 LG0830;SPC KS N     -   192,866.936   457,061.451   MT  1.00005876   +0 25 23.5
 LG0830;UTM  14      - 4,436,714.488   642,313.403   MT  0.99984933   +1 04 27.9
 LG0830
 LG0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0830!SPC NE       -   0.99993377  x   0.99996967  =   0.99990344
 LG0830!SPC KS N     -   0.99993377  x   1.00005876  =   0.99999252
 LG0830!UTM  14      -   0.99993377  x   0.99984933  =   0.99978311
 LG0830
 LG0830|---------------------------------------------------------------------|
 LG0830| PID    Reference Object                     Distance      Geod. Az  |
 LG0830|                                                           dddmmss.s |
 LG0830| CN9593 REYNOLDS RM 1                        25.543 METERS 00025     |
 LG0830| CN9594 REYNOLDS RM 2                        19.042 METERS 27255     |
 LG0830| CN9592 REYNOLDS AZ MK                                     3590711.4 |
 LG0830|---------------------------------------------------------------------|
 LG0830
 LG0830                          SUPERSEDED SURVEY CONTROL
 LG0830
 LG0830  NAD 83(1986)-  40 04 07.25609(N)    097 19 52.13127(W) AD(       ) 1
 LG0830  NAD 27      -  40 04 07.24000(N)    097 19 50.99000(W) AD(       ) 1
 LG0830
 LG0830.Superseded values are not recommended for survey control.
 LG0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0830.See file dsdata.txt to determine how the superseded data were derived.
 LG0830
 LG0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4231336714(NAD 83)
 LG0830_MARKER: DS = TRIANGULATION STATION DISK
 LG0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0830
 LG0830  HISTORY     - Date     Condition        Report By
 LG0830  HISTORY     - 1947     MONUMENTED       CGS
 LG0830  HISTORY     - 1959     GOOD             CGS
 LG0830  HISTORY     - 1970     GOOD             NGS
 LG0830
 LG0830                          STATION DESCRIPTION
 LG0830
 LG0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0830'THE STATION IS LOCATED ABOUT 0.6 MILES NORTH OF THE SMALL TOWN OF
 LG0830'REYNOLDS, ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED
 LG0830'ROAD.  IT IS 32 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 LG0830'ROAD, 5 FEET SOUTH-SOUTHWEST OF WITNESS POST AND 3 FEET WEST
 LG0830'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED REYNOLDS 1947 AND
 LG0830'PROJECTS 2 INCHES.
 LG0830'
 LG0830'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 32 FEET EAST OF
 LG0830'THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD, 12 FEET SOUTH OF
 LG0830'TELEPHONE POLE AND 2 FEET WEST OF NORTH-SOUTH FENCE LINE.  IT IS
 LG0830'STAMPED REYNOLDS NO 1 1947 AND PROJECTS 2 INCHES.
 LG0830'
 LG0830'REFERENCE MARK NO 2 IS WEST OF THE STATION, 28 FEET WEST OF THE
 LG0830'CENTER OF THE NORTH-SOUTH GRAVELED ROAD AND 1 FOOT EAST OF
 LG0830'NORTH-SOUTH FENCE LINE.  IT IS STAMPED REYNOLDS NO 2 1947 AND
 LG0830'PROJECTS 2 INCHES.
 LG0830'
 LG0830'THE AZIMUTH MARK IS ABOUT 0.95 MILES NORTH OF THE STATION, 32
 LG0830'FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD AND
 LG0830'2 FEET EAST OF TELEPHONE POLE.  IT IS STAMPED REYNOLDS 1947 AND
 LG0830'PROJECTS 4 INCHES.  TO REACH FROM THE STATION, GO NORTH ON
 LG0830'GRAVELED ROAD FOR 0.95 MILE TO THE MARK ON THE WEST SIDE AS
 LG0830'DESCRIBED.
 LG0830'
 LG0830'TO REACH THE STATION FROM THE MAIN CROSSING IN REYNOLDS, WHICH
 LG0830'IS ON STATE ROUTE NO 3 S, GO EAST ON STATE ROUTE 3S FOR 0.2
 LG0830'MILE TO CROSSROADS, TURN LEFT AND GO NORTH FOR 0.6 MILE TO
 LG0830'THE STATION ON THE EAST SIDE AS DESCRIBED.
 LG0830'
 LG0830'A 74 FOOT SIGNAL AT STATION GLAD 1935 IS VISIBLE AT 4 FEET.
 LG0830'
 LG0830'A 74 FOOT SIGNAL AT STATION HOFF 1935 IS VISIBLE AT 4 FEET.
 LG0830'
 LG0830'A 74 FOOT SIGNAL AT STATION MERIDIAN 1935 IS VISIBLE AT 4
 LG0830'FEET.
 LG0830'
 LG0830'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LG0830
 LG0830                          STATION RECOVERY (1959)
 LG0830
 LG0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG0830'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0830'IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH WAS LEANING
 LG0830'AND THE AZIMUTH MARK WHICH HAD BEEN HIT BY ROAD MACHINERY.  THESE
 LG0830'MARKS WERE STRAIGHTENED IN THEIR ORIGINAL POSITION IN THE
 LG0830'GROUND.  MEASUREMENTS TO THE REFERENCE MARKS CHECKED.  A NEW
 LG0830'WITNESS POST SIGN WAS SET 1.5 FEET SOUTH OF THE STATION MARK.
 LG0830'THE 1947 DESCRIPTION BY R.L.E. IS ADEQUATE.
 LG0830
 LG0830                          STATION RECOVERY (1970)
 LG0830
 LG0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0830'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LG0830'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LG0830'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 LG0830'RECOVERY.
 LG0830'
 LG0830'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 LG0830'
 LG0830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.6 MILE
 LG0830'NORTH OF REYNOLDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0467 ***********************************************************************
 MM0467  DESIGNATION -  RICE
 MM0467  PID         -  MM0467
 MM0467  STATE/COUNTY-  NE/ARTHUR
 MM0467  USGS QUAD   -  SPOTTED HORSE VALLEY (1971)
 MM0467
 MM0467                         *CURRENT SURVEY CONTROL
 MM0467  ___________________________________________________________________
 MM0467* NAD 83(1995)-  41 25 05.87030(N)    101 36 08.49485(W)     ADJUSTED  
 MM0467* NAVD 88     -      1128.     (meters)    3701.     (feet)  SCALED    
 MM0467  ___________________________________________________________________
 MM0467  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 MM0467  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 MM0467
 MM0467  HORZ ORDER  -  FIRST
 MM0467
 MM0467.The horizontal coordinates were established by classical geodetic methods
 MM0467.and adjusted by the National Geodetic Survey in August 1997..
 MM0467
 MM0467.The orthometric height was scaled from a topographic map.
 MM0467
 MM0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0467
 MM0467.The geoid height was determined by GEOID03.
 MM0467
 MM0467;                    North         East     Units Scale Factor Converg.
 MM0467;SPC NE       -   177,211.911   366,094.332   MT  0.99965976   -1 03 42.8
 MM0467;UTM  14      - 4,588,462.325   282,517.623   MT  1.00018212   -1 43 20.2
 MM0467
 MM0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0467!SPC NE       -   0.99982627  x   0.99965976  =   0.99948609
 MM0467!UTM  14      -   0.99982627  x   1.00018212  =   1.00000836
 MM0467
 MM0467|---------------------------------------------------------------------|
 MM0467| PID    Reference Object                     Distance      Geod. Az  |
 MM0467|                                                           dddmmss.s |
 MM0467| CP8506 RICE RM 1                            56.250 METERS 07240     |
 MM0467| CP8507 RICE RM 2                            15.652 METERS 13729     |
 MM0467| CP8508 RICE RM 3 AZIMUTH                                  1522711.3 |
 MM0467|---------------------------------------------------------------------|
 MM0467
 MM0467                          SUPERSEDED SURVEY CONTROL
 MM0467
 MM0467  NAD 83(1986)-  41 25 05.87174(N)    101 36 08.49975(W) AD(       ) 1
 MM0467  NAD 27      -  41 25 05.91800(N)    101 36 06.87000(W) AD(       ) 1
 MM0467
 MM0467.Superseded values are not recommended for survey control.
 MM0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0467.See file dsdata.txt to determine how the superseded data were derived.
 MM0467
 MM0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL8251888462(NAD 83)
 MM0467_MARKER: DS = TRIANGULATION STATION DISK
 MM0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0467
 MM0467  HISTORY     - Date     Condition        Report By
 MM0467  HISTORY     - 1933     MONUMENTED       CGS
 MM0467  HISTORY     - 1946     GOOD             CGS
 MM0467  HISTORY     - 20050927 GOOD             NEDR
 MM0467
 MM0467                          STATION DESCRIPTION
 MM0467
 MM0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0467'ABOUT 21 MILES EAST OF NORTH OF OGALLALA, IN NORTHEAST QUARTER
 MM0467'SEC. 29, T. 17 N., R. 37 W., ON A HIGH SAND HILL IN PASTURE
 MM0467'OWNED BY J.W. JAMES, HASTINGS, NEBR., AND LEASED BY L.B. RICE.
 MM0467'
 MM0467'REACHED FROM OGALLALA VIA U.S. HIGHWAY 30 EAST TO ROSCOE,
 MM0467'TURN NORTH ON ROAD TO KEYSTONE AND FOLLOW ACROSS NORTH PLATTE
 MM0467'RIVER TO CROSSROADS 1/2 MILE NORTHWEST OF KEYSTONE.  CONTINUE
 MM0467'NORTH ON GRADED SAND ROAD 13.5 MILES TO MR. RICES HOUSE ON
 MM0467'EAST SIDE OF ROAD, CONTINUE NORTH ON ROAD 0.7 MILE FROM
 MM0467'HOUSE TO POINT WHERE FENCE TURNS WEST, TURN WEST AND FOLLOW
 MM0467'FENCE LINE PASSING THROUGH GATE, A TOTAL OF ABOUT 1.2 MILES
 MM0467'TO A POINT JUST NORTH OF STATION.  LET DOWN FENCE AND DRIVE
 MM0467'SOUTH TO TOP OF HILL AND STATION.  STATION IS ON SOUTHWEST
 MM0467'AND SLIGHTLY HIGHER OF TWO HIGHEST KNOLLS ON PROMINENT SAND
 MM0467'HILL.  MARK IS 4 INCHES ABOVE GROUND.
 MM0467'
 MM0467'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION.
 MM0467'
 MM0467'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION.
 MM0467'
 MM0467'REFERENCE MARK NO. 3 IS SOUTHEAST OF STATION IN FENCE LINE
 MM0467'ON WEST SIDE OF ROAD, 1/4 MILE SOUTH OF CROSSROADS.
 MM0467'
 MM0467'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.18 METERS.
 MM0467
 MM0467                          STATION RECOVERY (1946)
 MM0467
 MM0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MM0467'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE IN
 MM0467'GOOD CONDITION.  DESCRIPTION FOLLOWS--
 MM0467'
 MM0467'LOCATED ABOUT 10-1/2 MILES SOUTH-SOUTHEAST OF ARTHUR ON
 MM0467'THE HIGHEST POINT OF A SAND HILL, 0.4 MILE WEST OF A TRACK
 MM0467'ROAD AND TELEPHONE LINE, AND 11 FEET SOUTHEAST OF A WHITE
 MM0467'REFERENCE POST.  IT IS STAMPED RICE 1933 AND PROJECTS 18 INCHES.
 MM0467'
 MM0467'REFERENCE MARK NO. 1 IS ABOUT 5 FEET LOWER THAN THE STATION.
 MM0467'IT IS STAMPED RICE NO 1 1933 AND PROJECTS 12 INCHES.
 MM0467'
 MM0467'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 MM0467'IT IS STAMPED RICE NO 2 1933 AND PROJECTS 16 INCHES.
 MM0467'
 MM0467'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS ABOUT 1/4 MILE SOUTH
 MM0467'OF A CROSSROAD, 35 FEET WEST OF THE CENTERLINE OF A TRACK
 MM0467'ROAD, 12 FEET SOUTH OF A WHITE REFERENCE POST AND IN A NORTH-SOUTH
 MM0467'WIRE FENCE LINE.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 MM0467'RICE NO 3 1933 AND PROJECTS 3 FEET.
 MM0467'
 MM0467'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO SOUTH
 MM0467'ON STATE HIGHWAY NO. 61 FOR 8.4 MILES TO A WINDMILL AND A
 MM0467'LARGE STOCK WATER TANK ON THE RIGHT.  CONTINUE, SOUTH, FOR
 MM0467'2.35 MILES TO A SIDE ROAD ON THE LEFT.  THEN LEFT, EAST,
 MM0467'FOLLOWING THE MAIN TRAVELED ROAD, FOR 3.4 MILES TO A FORK.  THEN
 MM0467'LEFT FORK FOR 1.75 MILES TO A CROSSROAD JUNCTION WITH A
 MM0467'ROAD THAT WAS FORMERLY STATE HIGHWAY NO. 49.  THEN TURN RIGHT,
 MM0467'SOUTH, FOR 0.1 MILE.  THEN LEFT, (MAIN TRAVELED ROAD)
 MM0467'EASTERLY, FOR 1.45 MILES TO A POINT NEAR AN OLD UNPAINTED
 MM0467'HOUSE WHERE THE MAIN TRACK ROAD TURNS LEFT * AND A VERY
 MM0467'DIM TRACK ROAD TURNS SHARP RIGHT.  TURN SHARP RIGHT FOR 0.1
 MM0467'MILE TO A TELEPHONE LINE.  THEN LEFT, SOUTH, (FOLLOWING A
 MM0467'VERY DIM TRACK ROAD UNDER THE TELEPHONE LINE) FOR 0.5
 MM0467'MILE.  THEN LEAVE ROAD, TURN RIGHT, WEST, FOR 0.2 MILE
 MM0467'TO THE HIGHEST POINT AND THE STATION.
 MM0467'
 MM0467'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EASTERLY ON
 MM0467'THE MAIN TRAVELED ROAD FOR 1.6 MILES TO THE MARK ON THE RIGHT.
 MM0467
 MM0467                          STATION RECOVERY (2005)
 MM0467
 MM0467'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 MM0467'FROM THE POST OFFICE IN ARTHER, GO SOUTH ON HWY 61 10.76 MILES TO
 MM0467'ASPHALT RANCH ROAD EAST FOLLOW RANCH ROAD EAST 4.85 MILES TO A GRAVEL
 MM0467'ROAD RIGHT SOUTH. CONTINUE SOUTH ON GRAVEL ROAD 2.50 MILES TO THIRD
 MM0467'CATTLE GUARD AND N-S FENCE FOLLOW FENCH SOUTH STAYING ON THE WEST SIDE
 MM0467'FOR 0.60 MILE. CONTINUE 0.1 MILE TO TOP OF HILL AND POINT. RM 1 AND 2
 MM0467'FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1068 ***********************************************************************
 LG1068  DESIGNATION -  RICE
 LG1068  PID         -  LG1068
 LG1068  STATE/COUNTY-  NE/GAGE
 LG1068  USGS QUAD   -  BLUE SPRINGS (1964)
 LG1068
 LG1068                         *CURRENT SURVEY CONTROL
 LG1068  ___________________________________________________________________
 LG1068* NAD 83(1995)-  40 11 56.07193(N)    096 44 46.60456(W)     ADJUSTED  
 LG1068* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 LG1068  ___________________________________________________________________
 LG1068  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 LG1068  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 LG1068
 LG1068  HORZ ORDER  -  SECOND
 LG1068
 LG1068.The horizontal coordinates were established by classical geodetic methods
 LG1068.and adjusted by the National Geodetic Survey in August 1997..
 LG1068
 LG1068.The orthometric height was scaled from a topographic map.
 LG1068
 LG1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1068
 LG1068.The geoid height was determined by GEOID03.
 LG1068
 LG1068;                    North         East     Units Scale Factor Converg.
 LG1068;SPC NE       -    45,803.346   776,951.258   MT  0.99991601   +2 09 22.4
 LG1068;UTM  14      - 4,452,270.301   691,825.942   MT  1.00005299   +1 27 18.3
 LG1068
 LG1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1068!SPC NE       -   0.99993774  x   0.99991601  =   0.99985375
 LG1068!UTM  14      -   0.99993774  x   1.00005299  =   0.99999072
 LG1068
 LG1068|---------------------------------------------------------------------|
 LG1068| PID    Reference Object                     Distance      Geod. Az  |
 LG1068|                                                           dddmmss.s |
 LG1068| CL8271 RICE RM 1                            24.750 METERS 23059     |
 LG1068| CL8272 RICE RM 2                            28.091 METERS 31705     |
 LG1068| CL8270 RICE AZ MK                                         3583408.1 |
 LG1068|---------------------------------------------------------------------|
 LG1068
 LG1068                          SUPERSEDED SURVEY CONTROL
 LG1068
 LG1068  NAD 83(1986)-  40 11 56.07915(N)    096 44 46.60127(W) AD(       ) 2
 LG1068  NAD 27      -  40 11 56.07800(N)    096 44 45.51800(W) AD(       ) 2
 LG1068
 LG1068.Superseded values are not recommended for survey control.
 LG1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1068.See file dsdata.txt to determine how the superseded data were derived.
 LG1068
 LG1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK9182652270(NAD 83)
 LG1068_MARKER: DS = TRIANGULATION STATION DISK
 LG1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1068
 LG1068  HISTORY     - Date     Condition        Report By
 LG1068  HISTORY     - 1947     MONUMENTED       CGS
 LG1068  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG1068  HISTORY     - 1968     MARK NOT FOUND   CGS
 LG1068
 LG1068                          STATION DESCRIPTION
 LG1068
 LG1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1068'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF BEATRICE ALONG
 LG1068'U.S. HIGHWAY NO 77 AND ON LAND OWNED AND OCCUPIED BY J.H. COLEMAN.
 LG1068'IT IS ABOUT 200 FEET NORTHWEST OF THE COLEMAN HOME, 36 FEET EAST
 LG1068'OF THE CENTER OF U.S. HIGHWAY 77, 10 FEET EAST OF NORTH-SOUTH
 LG1068'FENCE LINE, 10 FEET NORTH OF EAST-WEST FENCE LINE AND 12 FEET
 LG1068'NORTHEAST OF WHITE WITNESS POST.  IT IS STAMPED RICE 1947 AND
 LG1068'PROJECTS 2 INCHES.
 LG1068'
 LG1068'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 26 FEET WEST OF
 LG1068'THE CENTER OF HIGHWAY 77 AND 1 FOOT EAST OF NORTH-SOUTH FENCE
 LG1068'LINE.  IT IS STAMPED RICE NO 1 1947 AND PROJECTS 2 INCHES.
 LG1068'
 LG1068'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 26 FEET WEST OF
 LG1068'THE CENTER OF HIGHWAY 77 AND 1 FOOT EAST OF NORTH-SOUTH FENCE
 LG1068'LINE.  IT IS STAMPED RICE NO 2 1947 AND PROJECTS 2 INCHES.
 LG1068'
 LG1068'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTH-NORTHWEST OF THE
 LG1068'STATION, SET IN THE NORTHWEST ANGLE OF U.S. HIGHWAY 77 AND
 LG1068'EAST-WEST CROSSROAD.  IT IS 30 FEET WEST OF THE CENTER OF
 LG1068'HIGHWAY 77, 40 FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 2
 LG1068'FEET SOUTH OF WHITE WITNESS POST AND 1 FOOT EAST OF FENCE CORNER.
 LG1068'IT IS STAMPED RICE 1947 AND PROJECTS 2 INCHES.
 LG1068'
 LG1068'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 LG1068'OF U.S. HIGHWAY NO 77 AND STATE ROUTES 3 AND 4 IN BEATRICE, GO
 LG1068'SOUTH ON U.S. HIGHWAY 77 FOR 4.55 MILES TO CROSSROADS AND AZIMUTH
 LG1068'MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH ON NO 77 FOR 0.35
 LG1068'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LG1068'
 LG1068'A 74 FOOT SIGNAL AT STATION WYMORE IS VISIBLE AT 64 FEET.
 LG1068'
 LG1068'A 74 FOOT SIGNAL AT STATION BILLS IS VISIBLE AT 50 FEET.
 LG1068'
 LG1068'A 74 FOOT SIGNAL AT STATION SICILY IS VISIBLE AT 10 FEET.
 LG1068'
 LG1068'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1068
 LG1068                          STATION RECOVERY (1964)
 LG1068
 LG1068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG1068'STATION LOST.  APPARENTLY DESTROYED BY HIGHWAY CONSTRUCTION.
 LG1068'
 LG1068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.0 MILES SOUTH
 LG1068'OF BEATRICE ALONG HWY 77.
 LG1068
 LG1068                          STATION RECOVERY (1968)
 LG1068
 LG1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG1068'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LG1068'AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT FOUND.  IT WAS
 LG1068'ASSUMED ALL MARKS WERE DESTROYED WHEN U.S. HIGHWAY 77 WAS
 LG1068'WIDENED.  ALL INDICATION SHOW THE MARKS WERE BLADED OUT DURING
 LG1068'CONSTRUCTION.
 LG1068'
 LG1068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5
 LG1068'MILES SOUTH OF BEATRICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2097 ***********************************************************************
 MK2097  DESIGNATION -  RICHARD
 MK2097  PID         -  MK2097
 MK2097  STATE/COUNTY-  NE/SAUNDERS
 MK2097  USGS QUAD   -  LOMA (1969)
 MK2097
 MK2097                         *CURRENT SURVEY CONTROL
 MK2097  ___________________________________________________________________
 MK2097* NAD 83(1995)-  41 07 59.50242(N)    096 53 44.56744(W)     ADJUSTED  
 MK2097* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 MK2097  ___________________________________________________________________
 MK2097  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 MK2097  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 MK2097
 MK2097  HORZ ORDER  -  SECOND
 MK2097
 MK2097.The horizontal coordinates were established by classical geodetic methods
 MK2097.and adjusted by the National Geodetic Survey in August 1997..
 MK2097
 MK2097.The orthometric height was scaled from a topographic map.
 MK2097
 MK2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2097
 MK2097.The geoid height was determined by GEOID03.
 MK2097
 MK2097;                    North         East     Units Scale Factor Converg.
 MK2097;SPC NE       -   148,995.678   760,513.767   MT  0.99967962   +2 03 25.9
 MK2097;UTM  14      - 4,555,677.205   676,622.420   MT  0.99998395   +1 23 04.5
 MK2097
 MK2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2097!SPC NE       -   0.99993170  x   0.99967962  =   0.99961134
 MK2097!UTM  14      -   0.99993170  x   0.99998395  =   0.99991565
 MK2097
 MK2097:                Primary Azimuth Mark                     Grid Az
 MK2097:SPC NE       -  REBAR 221                                267 58 56.6
 MK2097:UTM  14      -  REBAR 221                                268 39 18.0
 MK2097
 MK2097|---------------------------------------------------------------------|
 MK2097| PID    Reference Object                     Distance      Geod. Az  |
 MK2097|                                                           dddmmss.s |
 MK2097| MK2103 REBAR 221                           APPROX. 4.3 KM 2700222.5 |
 MK2097| CL8274 RICHARD RM 2                         14.510 METERS 27142     |
 MK2097| CL8273 RICHARD RM 1                         21.570 METERS 35432     |
 MK2097|---------------------------------------------------------------------|
 MK2097
 MK2097                          SUPERSEDED SURVEY CONTROL
 MK2097
 MK2097  NAD 83(1986)-  41 07 59.51204(N)    096 53 44.56871(W) AD(       ) 2
 MK2097  NAD 27      -  41 07 59.48261(N)    096 53 43.46249(W) AD(       ) 2
 MK2097
 MK2097.Superseded values are not recommended for survey control.
 MK2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2097.See file dsdata.txt to determine how the superseded data were derived.
 MK2097
 MK2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7662255677(NAD 83)
 MK2097_MARKER: DD = SURVEY DISK
 MK2097_SETTING: 0 = UNSPECIFIED SETTING
 MK2097
 MK2097  HISTORY     - Date     Condition        Report By
 MK2097  HISTORY     - 1967     MONUMENTED       USGS
 MK2097  HISTORY     - 19970721 MARK NOT FOUND   NGS
 MK2097
 MK2097                          STATION DESCRIPTION
 MK2097
 MK2097'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2097'THE STATION IS LOCATED APPROX. 3.5 MI S. AND 5.5 MI E. OF
 MK2097'BRAINERD, TPS. 13 AND 14 N., R. 5 E., NEAR THE SW. CORNER OF THE
 MK2097'SE. QUARTER OF SEC. 31, T. 14 N., R. 5 E., 36 FT S., 23 FT E. OF
 MK2097'CENTER OF RD. AT FIELD ENTRANCE S., 3 FT S. OF FENCE AND USGS
 MK2097'WITNESS POST.
 MK2097'
 MK2097'TO REACH THE STATION FROM THE WATER TANK IN BRAINERD, GO W. 0.1
 MK2097'MI TO CO. RD. 392, TURN LEFT (S.) AND GO 4.5 MI TO CROSSROADS,
 MK2097'TURN LEFT (E.) AND GO 1.0 MI TO CROSSROADS, TURN LEFT (N.) AND GO
 MK2097'1.0 MI TO T-RD. S., TURN RIGHT (E.) AND GO 1.4 MI TO T-RD. W. AND
 MK2097'RR. CROSSING ON LEFT (N.) TURN LEFT (N.) CROSS RR. AND GO 0.1 MI
 MK2097'TO T-RD. E., TURN RIGHT (E.) AND GO 3.8 MI TO STATION ON RIGHT
 MK2097'(S.) SIDE OF RD.
 MK2097'
 MK2097'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK2097'0.5 IN. RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN. LONG,
 MK2097'FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2097'
 MK2097'THE STATION MARK IS STAMPED ET RICHARD 1967.
 MK2097'
 MK2097'REFERENCE MARK 1 IS N. OF THE STATION, 34 FT N., 16 FT E. OF
 MK2097'CENTER OF RD. AT FIELD ENTRANCE S. STAMPED RICHARD NO 1 1967.
 MK2097'
 MK2097'REFERENCE MARK 2 IS W. OF THE STATION, 36 FT S., 20 FT W. OF
 MK2097'CENTER OF RD. AND FIELD ENTRANCE S., 1 FT S. OF FENCE.  STAMPED
 MK2097'RICHARD NO 2 1967.
 MK2097'
 MK2097'AZIMUTH MARK=CHURCH STEEPLE IN VILLAGE OF LOMA, APPROX. 2.0 MI W.
 MK2097'OF STATION.
 MK2097
 MK2097                          STATION RECOVERY (1997)
 MK2097
 MK2097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 MK2097'THE MARK WAS SEARCHED FOR BUT NOT FOUND.  IT APPEARS THAT THE HILL HAS
 MK2097'BEEN GRADED LOWER IN THE VICINITY OF THE MARKER AND PERHAPS THE ROAD
 MK2097'HAS BEEN WIDENED.  THIS MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0429 ***********************************************************************
 NO0429  DESIGNATION -  RIDGE
 NO0429  PID         -  NO0429
 NO0429  STATE/COUNTY-  NE/CHERRY
 NO0429  USGS QUAD   -  SQUARE LAKE (1987)
 NO0429
 NO0429                         *CURRENT SURVEY CONTROL
 NO0429  ___________________________________________________________________
 NO0429* NAD 83(1995)-  42 25 23.24399(N)    100 56 13.93696(W)     ADJUSTED  
 NO0429* NAVD 88     -      1006.     (meters)    3301.     (feet)  SCALED    
 NO0429  ___________________________________________________________________
 NO0429  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 NO0429  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 NO0429
 NO0429  HORZ ORDER  -  THIRD
 NO0429
 NO0429.The horizontal coordinates were established by classical geodetic methods
 NO0429.and adjusted by the National Geodetic Survey in August 1997..
 NO0429
 NO0429.The orthometric height was scaled from a topographic map.
 NO0429
 NO0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0429
 NO0429.The geoid height was determined by GEOID03.
 NO0429
 NO0429;                    North         East     Units Scale Factor Converg.
 NO0429;SPC NE       -   287,963.011   422,886.349   MT  0.99978684   -0 37 15.9
 NO0429;UTM  14      - 4,698,574.736   340,629.756   MT  0.99991251   -1 18 25.6
 NO0429
 NO0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0429!SPC NE       -   0.99984544  x   0.99978684  =   0.99963231
 NO0429!UTM  14      -   0.99984544  x   0.99991251  =   0.99975796
 NO0429
 NO0429:                Primary Azimuth Mark                     Grid Az
 NO0429:SPC NE       -  RIDGE AZ MK                              014 16 54.6
 NO0429:UTM  14      -  RIDGE AZ MK                              014 58 04.3
 NO0429
 NO0429|---------------------------------------------------------------------|
 NO0429| PID    Reference Object                     Distance      Geod. Az  |
 NO0429|                                                           dddmmss.s |
 NO0429| CO3591 RIDGE AZ MK                                        0133938.7 |
 NO0429| CO3592 RIDGE RM 1                           16.662 METERS 04344     |
 NO0429| CO3593 RIDGE RM 2                            9.685 METERS 14456     |
 NO0429|---------------------------------------------------------------------|
 NO0429
 NO0429                          SUPERSEDED SURVEY CONTROL
 NO0429
 NO0429  NAD 83(1986)-  42 25 23.24303(N)    100 56 13.94386(W) AD(       ) 3
 NO0429  NAD 27      -  42 25 23.22700(N)    100 56 12.39600(W) AD(       ) 3
 NO0429
 NO0429.Superseded values are not recommended for survey control.
 NO0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0429.See file dsdata.txt to determine how the superseded data were derived.
 NO0429
 NO0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM4063098575(NAD 83)
 NO0429_MARKER: DS = TRIANGULATION STATION DISK
 NO0429_SETTING: 0 = UNSPECIFIED SETTING
 NO0429
 NO0429  HISTORY     - Date     Condition        Report By
 NO0429  HISTORY     - 1949     MONUMENTED       CGS
 NO0429
 NO0429                          STATION DESCRIPTION
 NO0429
 NO0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0429'THE STATION IS LOCATED ABOUT 35.0 MILES SOUTH AND 1.0 MILE
 NO0429'EAST OF KILGORE AND ABOUT 8.0 MILES SOUTH AND 6.0 MILES
 NO0429'WEST OF THE KENNEDY POST OFFICE ON TOP OF A HIGH SAND RIDGE.
 NO0429'IT IS A STANDARD STATION MARK DISK WELDED TO THE TOP OF A
 NO0429'2 INCH CAST SOIL PIPE PROJECTING 14 INCHES ABOVE THE GROUND
 NO0429'AND IS STAMPED RIDGE 1949.
 NO0429'
 NO0429'REFERENCE MARK NO. 1 IS ABOUT 3.0 FEET BELOW THE ELEVATION
 NO0429'OF THE STATION.  IT IS A STANDARD REFERENCE MARK DISK WELDED
 NO0429'TO THE TOP OF A 2 INCH CAST SOIL PIPE PROJECTING 14 INCHES
 NO0429'ABOVE THE GROUND AND IS STAMPED RIDGE NO 1 1949.
 NO0429'
 NO0429'REFERENCE MARK NO. 2 IS ABOUT 2.5 FEET BELOW THE ELEVATION
 NO0429'OF THE STATION IT IS A STANDARD REFERENCE MARK DISK WELDED
 NO0429'TO THE TOP OF A 2 INCH CAST SOIL PIPE PROJECTING 8 INCHES
 NO0429'ABOVE THE GROUND AND IS STAMPED RIDGE NO 2 1949.
 NO0429'
 NO0429'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0429'NO. 2 IS 68.27 FEET.
 NO0429'
 NO0429'THE AZIMUTH MARK IS 23.0 FEET SOUTH OF THE CENTER OF A TRACK
 NO0429'ROAD AND 2.0 FEET WEST OF A WITNESS POST.  IT PROJECTS 3 INCHES
 NO0429'AND IS STAMPED RIDGE 1949.
 NO0429'
 NO0429'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, GO
 NO0429'SOUTH ON U.S. HIGHWAY NO. 83 FOR 0.5 OF A MILE TO THE JUNCTION
 NO0429'WITH U.S. HIGHWAY NO. 20, TURN LEFT ON U.S. HIGHWAY NO. 20
 NO0429'AND U.S. HIGHWAY NO. 83 AND GO EAST AND SOUTHEAST FOR 5.4
 NO0429'MILES TO WHERE U.S. HIGHWAY NO. 83 TURNS TO THE RIGHT, TURN
 NO0429'RIGHT ON U.S. HIGHWAY NO. 83 AND GO SOUTH AND SOUTHWEST FOR
 NO0429'11.85 MILES TO A BLACK TOPPED T ROAD RIGHT, TURN RIGHT ON
 NO0429'BLACK TOP AND GO WEST FOR 6.15 MILES TO A FORK, TAKE LEFT
 NO0429'FORK AND GO SOUTH, WEST AND SOUTH FOR 7.5 MILES TO THE END
 NO0429'OF THE BLACK TOP AND THE VALENTINE MIGRATORY WATERFOWL
 NO0429'REFUGE HEADQUARTERS ON THE LEFT, CONTINUE STRAIGHT AHEAD ON
 NO0429'A SAND ROAD WESTERLY FOR 0.7 OF A MILE TO A FORK, TAKE
 NO0429'LEFT FORK ACROSS A BRIDGE FOR 0.1 OF A MILE TO A FORK,
 NO0429'TAKE RIGHT FORK ON THE MAIN TRAVELED ROAD FOR 1.4 MILES TO A T
 NO0429'ROAD LEFT, CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD
 NO0429'FOR 0.9 OF A MILE TO A CATTLE GUARD, CONTINUE STRAIGHT
 NO0429'AHEAD FOR 0.25 OF A MILE TO A FORK, TAKE RIGHT FORK AND
 NO0429'GO WEST, SOUTH AND WEST FOR 0.6 OF A MILE TO A RANCH
 NO0429'HOUSE ON THE RIGHT, CONTINUE WEST ON MAIN TRAVELED ROAD
 NO0429'FOR 0.3 OF A MILE TO A T ROAD LEFT, TURN LEFT AND
 NO0429'FOLLOW THE MAIN TRAVELED ROAD SOUTH AND WEST FOR 1.95
 NO0429'MILES TO A WINDMILL ON THE RIGHT, CONTINUE ON TRACK
 NO0429'ROAD FOR 3.2 MILES TO A FORK, TAKE LEFT FORK SOUTHWEST FOR 2.1
 NO0429'MILES TO A CATTLE GUARD NEAR THE NORTHEAST EDGE OF A
 NO0429'LAKE, CONTINUE SOUTHERLY FOR 0.3 OF A MILE TO A FORK AT A FENCE
 NO0429'CORNER ON THE LEFT, TURN RIGHT SOUTH-SOUTHWEST ON MAIN TRACK
 NO0429'ROAD FOR 0.25 OF A MILE TO A CATTLE GUARD, CONTINUE SOUTHWEST
 NO0429'ON MAIN TRACK ROAD FOR 2.05 MILES TO A FORK, TAKE RIGHT FORK
 NO0429'FOR 0.1 OF A MILE TO A FORK, TAKE LEFT FORK AND GO SOUTHERLY
 NO0429'FOR 0.2 OF A MILE TO A WIRE GATE EAST OF A WINDMILL, CONTINUE
 NO0429'SOUTHERLY ON MAIN TRACK ROAD FOR 0.55 OF A MILE TO A CATTLE
 NO0429'GUARD, CONTINUE SOUTHERLY ON MAIN TRACK ROAD ALONG A TELEPHONE
 NO0429'LINE FOR 1.15 MILES TO A DESERTED RANCH HOUSE ON THE RIGHT,
 NO0429'CONTINUE SOUTH FOR 0.4 OF A MILE TO A T INTERSECTION, TURN
 NO0429'RIGHT AND GO WEST, NORTHWEST AND WEST FOR 2.0 MILES TO A RANCH
 NO0429'HOUSE ON THE RIGHT, CONTINUE WESTERLY ON MAIN TRACK ROAD
 NO0429'WHICH PASSES JUST TO THE LEFT OF THE RANCH HOUSE FOR 0.7 OF A
 NO0429'MILE TO A FORK, TAKE LEFT FORK FOR 0.1 OF A MILE TO A WIRE
 NO0429'GATE, PASS THROUGH WIRE GATE AND TURN LEFT AND FOLLOW A
 NO0429'DIM TRACK ROAD AROUND THE EAST END OF A SMALL LAKE FOR
 NO0429'0.15 OF A MILE TO A WIRE GATE WEST OF A SMALL CORRAL, PASS
 NO0429'THROUGH WIRE GATE AND TURN LEFT AND FOLLOW A DIM TRACK
 NO0429'ROAD SOUTHWEST AND SOUTH FOR 1.3 MILES TO A WINDMILL ON
 NO0429'THE RIGHT, CONTINUE SOUTHERLY ON DIM TRACK ROAD FOR 0.2 OF
 NO0429'A MILE TO THE INTERSECTION WITH AN EAST-WEST TRACK ROAD, TURN
 NO0429'RIGHT AND GO WEST ON TRACK ROAD FOR 0.3 OF A MILE TO THE TOP
 NO0429'OF A SMALL RISE AND THE AZIMUTH MARK ON THE LEFT AS
 NO0429'DESCRIBED, HERE TURN LEFT AND LEAVE TRACK ROAD AND PICK
 NO0429'WAY SOUTHERLY ACROSS PASTURE FOR ABOUT 1.15 MILES TO THE
 NO0429'HIGHEST POINT OF RIDGE AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1233 ***********************************************************************
 MJ1233  DESIGNATION -  RIDGE
 MJ1233  PID         -  MJ1233
 MJ1233  STATE/COUNTY-  NE/DOUGLAS
 MJ1233  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1233
 MJ1233                         *CURRENT SURVEY CONTROL
 MJ1233  ___________________________________________________________________
 MJ1233* NAD 83(1995)-  41 13 59.77193(N)    095 55 14.46366(W)     ADJUSTED  
 MJ1233* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 MJ1233  ___________________________________________________________________
 MJ1233  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 MJ1233  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 MJ1233
 MJ1233  HORZ ORDER  -  SECOND
 MJ1233
 MJ1233.The horizontal coordinates were established by classical geodetic methods
 MJ1233.and adjusted by the National Geodetic Survey in August 1997..
 MJ1233
 MJ1233.The orthometric height was scaled from a topographic map.
 MJ1233
 MJ1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1233
 MJ1233.The geoid height was determined by GEOID03.
 MJ1233
 MJ1233;                    North         East     Units Scale Factor Converg.
 MJ1233;SPC NE       -   163,492.801   841,761.333   MT  0.99966985   +2 42 12.1
 MJ1233;SPC IA S     -   139,776.532   297,091.652   MT  0.99994853   -1 35 40.2
 MJ1233;UTM  15      - 4,568,766.903   255,219.940   MT  1.00033747   -1 55 33.8
 MJ1233;UTM  14      - 4,569,226.209   758,076.466   MT  1.00041978   +2 01 50.8
 MJ1233
 MJ1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1233!SPC NE       -   0.99994813  x   0.99966985  =   0.99961800
 MJ1233!SPC IA S     -   0.99994813  x   0.99994853  =   0.99989667
 MJ1233!UTM  15      -   0.99994813  x   1.00033747  =   1.00028559
 MJ1233!UTM  14      -   0.99994813  x   1.00041978  =   1.00036789
 MJ1233
 MJ1233:                Primary Azimuth Mark                     Grid Az
 MJ1233:SPC NE       -  COUNCIL BLUFFS N MUNICIPAL TK            051 32 08.4
 MJ1233:SPC IA S     -  COUNCIL BLUFFS N MUNICIPAL TK            055 50 00.7
 MJ1233:UTM  15      -  COUNCIL BLUFFS N MUNICIPAL TK            056 09 54.3
 MJ1233:UTM  14      -  COUNCIL BLUFFS N MUNICIPAL TK            052 12 29.7
 MJ1233
 MJ1233|---------------------------------------------------------------------|
 MJ1233| PID    Reference Object                     Distance      Geod. Az  |
 MJ1233|                                                           dddmmss.s |
 MJ1233| MJ1253 COUNCIL BLUFFS N MUNICIPAL TK       APPROX. 7.9 KM 0541420.5 |
 MJ1233| MJ1246 COUNCIL BLUFFS WASH AVE HS CUP      APPROX. 6.8 KM 0605213.0 |
 MJ1233| CL8278 RIDGE RM 1                           28.838 METERS 10149     |
 MJ1233| MJ1224 RADIO STA KOIL TRANS TR C OF 3      APPROX. 3.8 KM 1201009.7 |
 MJ1233| MJ1222 RADIO STA KFMX KSWI RAD MAST        APPROX. 3.1 KM 1574637.5 |
 MJ1233| CL8279 RIDGE RM 2                           22.430 METERS 22438     |
 MJ1233| CL8277 RIDGE AZ MK                                        2365003.5 |
 MJ1233| MK1981 RADIO STA KOAD RAD MAST             APPROX.11.3 KM 3203929.0 |
 MJ1233| MJ1263 OMAHA RAD STA WOW RAD MAST          APPROX.11.2 KM 3242949.6 |
 MJ1233| MJ1279 OMAHA PACIFIC ELEV CO WATER TK      APPROX. 6.9 KM 3485607.1 |
 MJ1233|---------------------------------------------------------------------|
 MJ1233
 MJ1233                          SUPERSEDED SURVEY CONTROL
 MJ1233
 MJ1233  NAD 83(1986)-  41 13 59.78046(N)    095 55 14.46369(W) AD(       ) 2
 MJ1233  NAD 27      -  41 13 59.78500(N)    095 55 13.41400(W) AD(       ) 2
 MJ1233
 MJ1233.Superseded values are not recommended for survey control.
 MJ1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1233.See file dsdata.txt to determine how the superseded data were derived.
 MJ1233
 MJ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5522068767(NAD 83)
 MJ1233_MARKER: DS = TRIANGULATION STATION DISK
 MJ1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1233
 MJ1233  HISTORY     - Date     Condition        Report By
 MJ1233  HISTORY     - 1947     MONUMENTED       CGS
 MJ1233
 MJ1233                          STATION DESCRIPTION
 MJ1233
 MJ1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1233'STATION IS LOCATED IN THE SOUTHEAST PART OF OMAHA ON A HIGH
 MJ1233'POINT ABOUT MIDWAY BETWEEN THE TWO BRIDGES OVER THE MISSOURI
 MJ1233'RIVER.  STATION IS 35 FEET SOUTH OF AN 18 INCH OAK TREE WITH
 MJ1233'TRIANGLE BLAZE, 33 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 MJ1233'GRAVEL ROAD, 19 FEET NORTH OF A FENCE AND 19 FEET NORTH OF
 MJ1233'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 MJ1233'STAMPED RIDGE 1947.
 MJ1233'
 MJ1233'REFERENCE MARK NO. 1 IS 94.61 FEET SOUTHEAST OF STATION, 12
 MJ1233'FEET WEST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD AND 1
 MJ1233'FOOT NORTHEAST OF FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 MJ1233'AND THE DISK IS STAMPED RIDGE NO 1 1947.
 MJ1233'
 MJ1233'REFERENCE MARK NO. 2 IS 73.59 FEET WEST OF STATION, 14 FEET
 MJ1233'WEST OF THE APPROXIMATE CENTERLINE OF RIDGE AVENUE, 2 FEET
 MJ1233'NORTHEAST OF A POWERLINE POLE AND 1 FOOT EAST OF FENCE.  THE
 MJ1233'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RIDGE
 MJ1233'NO 2 1947.
 MJ1233'
 MJ1233'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE WEST OF STATION, 42
 MJ1233'FEET EAST OF THE APPROXIMATE CENTERLINE OF RIVERVIEW BLVD.,
 MJ1233'36 FEET NORTHEAST OF POWERLINE POLE, 15 FEET WEST OF THE
 MJ1233'APPROXIMATE CENTERLINE OF DIRT ROAD AND 1.5 FOOT SOUTH OF
 MJ1233'WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 MJ1233'DISK IS STAMPED RIDGE 1947.
 MJ1233'
 MJ1233'TO REACH STATION FROM THE WEST END OF THE SOUTH OMAHA BRIDGE
 MJ1233'GO NORTH ON U.S. HIGHWAY NO. 73 AND 75 FOR 1.5 MILE TO BANCROFT
 MJ1233'STREET.  TURN RIGHT AND GO EAST FOR 0.6 MILE TO RIDGE AVENUE,
 MJ1233'AND TURN RIGHT FOR 0.05 MILE TO FORK.  TAKE LEFT FORK FOR
 MJ1233'0.05 MILE TO STATION ON RIGHT AS DESCRIBED.
 MJ1233'
 MJ1233'TO REACH AZIMUTH MARK FROM STATION RETURN TO BANCROFT STREET
 MJ1233'AND GO WEST FOR 0.25 MILE TO RIVERVIEW BLVD.  TURN LEFT AND GO
 MJ1233'SOUTH FOR 0.2 MILE TO AZIMUTH ON LEFT OR EAST OF STREET AS
 MJ1233'DESCRIBED.
 MJ1233'
 MJ1233'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1884 ***********************************************************************
 MK1884  DESIGNATION -  RISING CITY METH CH SPIRE
 MK1884  PID         -  MK1884
 MK1884  STATE/COUNTY-  NE/BUTLER
 MK1884  USGS QUAD   -  RISING CITY (1965)
 MK1884
 MK1884                         *CURRENT SURVEY CONTROL
 MK1884  ___________________________________________________________________
 MK1884* NAD 83(1995)-  41 11 47.82369(N)    097 17 52.85353(W)     ADJUSTED  
 MK1884* NAVD 88     -                                                        
 MK1884  ___________________________________________________________________
 MK1884  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 MK1884  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 MK1884
 MK1884  HORZ ORDER  -  THIRD
 MK1884
 MK1884.The horizontal coordinates were established by classical geodetic methods
 MK1884.and adjusted by the National Geodetic Survey in August 1997..
 MK1884
 MK1884
 MK1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1884
 MK1884.The geoid height was determined by GEOID03.
 MK1884
 MK1884;                    North         East     Units Scale Factor Converg.
 MK1884;SPC NE       -   154,899.804   726,544.143   MT  0.99967308   +1 47 26.1
 MK1884;UTM  14      - 4,561,980.221   642,716.168   MT  0.99985067   +1 07 16.3
 MK1884
 MK1884                          SUPERSEDED SURVEY CONTROL
 MK1884
 MK1884  NAD 83(1986)-  41 11 47.83474(N)    097 17 52.85379(W) AD(       ) 4
 MK1884  NAD 27      -  41 11 47.78100(N)    097 17 51.69600(W) AD(       ) 3
 MK1884
 MK1884.Superseded values are not recommended for survey control.
 MK1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1884.See file dsdata.txt to determine how the superseded data were derived.
 MK1884
 MK1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4271661980(NAD 83)
 MK1884_MARKER: 90 = CHURCH SPIRE
 MK1884
 MK1884  HISTORY     - Date     Condition        Report By
 MK1884  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1884  HISTORY     - 20030819 GOOD             USPSQD
 MK1884  HISTORY     - 20040809 GOOD             USPSQD
 MK1884
 MK1884                          STATION DESCRIPTION
 MK1884
 MK1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1884'POINT OBSERVED UPON IS TIP OF SPIRE, METHODIST EPISCOPAL CHURCH,
 MK1884'FRAME BUILDING WITH SPIRE ABOUT 40 FEET HIGH.  LOCATED IN THE
 MK1884'SOUTHWEST PART OF TOWN OF RISING CITY.
 MK1884'
 MK1884'OBSERVED UPON FROM STATIONS RUTH, HROMAS, AND STODDARD.
 MK1884
 MK1884                          STATION RECOVERY (2003)
 MK1884
 MK1884'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MK1884'STATION FOUND GOOD. CHURCH IS NOW THE UNITED METHODIST CHURCH. A WHITE
 MK1884'FRAME BUILDING WITH A SPIRE AND A CROSS AT THE TOP OF THE SPIRE.
 MK1884'CHURCH IS NORTH OF PINE ST. AND WEST OF POLK ST. IN THE NORTHWEST
 MK1884'CORNER OF THE INTERSECTION OF PINE AND POLK STS. IN THE TOWN OF RISING
 MK1884'CITY.
 MK1884
 MK1884                          STATION RECOVERY (2004)
 MK1884
 MK1884'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1884'STATION FOUND GOOD. CHURCH IS NOW THE UNITED METHODIST CHURCH, NORTH
 MK1884'OF PINE STREET, WEST OF POLK STREET IN THE NORTHWEST CORNER OF THE
 MK1884'INTERSECTION. THE CHURCH IS A WHITE FRAME BUILDING. THE CHURCH AND
 MK1884'SPIRE HAVE GRAY SHINGLES ON THE ROOF. THE SPIRE IS ABOVE A BELFREY ON
 MK1884'THE EAST SIDE OF THE CHURCH, WITH A CROSS ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1885 ***********************************************************************
 MK1885  DESIGNATION -  RISING CITY STANDPIPE
 MK1885  PID         -  MK1885
 MK1885  STATE/COUNTY-  NE/BUTLER
 MK1885  USGS QUAD   -  RISING CITY (1965)
 MK1885
 MK1885                         *CURRENT SURVEY CONTROL
 MK1885  ___________________________________________________________________
 MK1885* NAD 83(1995)-  41 11 40.75114(N)    097 17 45.88655(W)     ADJUSTED  
 MK1885* NAVD 88     -                                                        
 MK1885  ___________________________________________________________________
 MK1885  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 MK1885  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 MK1885
 MK1885  HORZ ORDER  -  THIRD
 MK1885
 MK1885.The horizontal coordinates were established by classical geodetic methods
 MK1885.and adjusted by the National Geodetic Survey in August 1997..
 MK1885
 MK1885
 MK1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1885
 MK1885.The geoid height was determined by GEOID03.
 MK1885
 MK1885;                    North         East     Units Scale Factor Converg.
 MK1885;SPC NE       -   154,686.871   726,713.170   MT  0.99967326   +1 47 30.8
 MK1885;UTM  14      - 4,561,765.289   642,882.726   MT  0.99985126   +1 07 20.7
 MK1885
 MK1885                          SUPERSEDED SURVEY CONTROL
 MK1885
 MK1885  NAD 83(1986)-  41 11 40.76103(N)    097 17 45.88762(W) AD(       ) 4
 MK1885  NAD 27      -  41 11 40.71600(N)    097 17 44.72100(W) AD(       ) 3
 MK1885
 MK1885.Superseded values are not recommended for survey control.
 MK1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1885.See file dsdata.txt to determine how the superseded data were derived.
 MK1885
 MK1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4288361765(NAD 83)
 MK1885_MARKER: 52 = STANDPIPE TANK
 MK1885
 MK1885  HISTORY     - Date     Condition        Report By
 MK1885  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1885  HISTORY     - 20030819 GOOD             USPSQD
 MK1885
 MK1885                          STATION DESCRIPTION
 MK1885
 MK1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1885'POINT OBSERVED UPON IS CENTER OF MUNICIPAL STANDPIPE, 100 FEET
 MK1885'HIGH, SILVER PAINTED (STEEL) LOCATED ON EAST SIDE OF MAIN STREET
 MK1885'AT SOUTH SIDE OF TOWN OF RISING CITY.
 MK1885'
 MK1885'OBSERVED UPON FROM STATIONS RUTH, DAVID, CURTIS, HROMAS, AND
 MK1885'STODDARD.
 MK1885
 MK1885                          STATION RECOVERY (2003)
 MK1885
 MK1885'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MK1885'STATION FOUND GOOD. TANK IS LOCATED EAST OF MAIN ST. AND WEST OF
 MK1885'BUTLER ST. IN THE H. F. GARHAN PARK IN THE TOWN OF RISING CITY. TANK
 MK1885'HAS 4 LEGS WITH A ROUND TOP ALL PAINTED A LIGHT GREEN AND HAS BLACK
 MK1885'LETTERS 'RISING CITY' ON THE BOWL OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1428 ***********************************************************************
 NM1428  DESIGNATION -  RIVER
 NM1428  PID         -  NM1428
 NM1428  STATE/COUNTY-  NE/KNOX
 NM1428  USGS QUAD   -  TABOR SE (1968)
 NM1428
 NM1428                         *CURRENT SURVEY CONTROL
 NM1428  ___________________________________________________________________
 NM1428* NAD 83(1995)-  42 50 30.63237(N)    097 33 32.25677(W)     ADJUSTED  
 NM1428* NAVD 88     -       362.085  (meters)    1187.94   (feet)  ADJUSTED  
 NM1428  ___________________________________________________________________
 NM1428  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 NM1428  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 NM1428  DYNAMIC HT  -         361.973 (meters)    1187.57  (feet)  COMP
 NM1428  MODELED GRAV-     980,302.4   (mgal)                       NAVD 88
 NM1428
 NM1428  HORZ ORDER  -  THIRD
 NM1428  VERT ORDER  -  SECOND    CLASS 0
 NM1428
 NM1428.The horizontal coordinates were established by classical geodetic methods
 NM1428.and adjusted by the National Geodetic Survey in August 1997..
 NM1428
 NM1428.The orthometric height was determined by differential leveling
 NM1428.and adjusted by the National Geodetic Survey in June 1991..
 NM1428
 NM1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1428
 NM1428.The geoid height was determined by GEOID03.
 NM1428
 NM1428.The dynamic height is computed by dividing the NAVD 88
 NM1428.geopotential number by the normal gravity value computed on the
 NM1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1428.degrees latitude (g = 980.6199 gals.).
 NM1428
 NM1428.The modeled gravity was interpolated from observed gravity values.
 NM1428
 NM1428;                    North         East     Units Scale Factor Converg.
 NM1428;SPC NE       -   336,868.627   699,514.283   MT  0.99993130   +1 37 03.6
 NM1428;SPC SD S     -    60,279.276   826,761.802   MT  0.99999800   +1 54 50.1
 NM1428;SPC SD S     -   197,766.26  2,712,467.68   sFT  0.99999800   +1 54 50.1
 NM1428;UTM  14      - 4,744,258.964   617,758.542   MT  0.99977060   +0 58 48.0
 NM1428
 NM1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1428!SPC NE       -   0.99994723  x   0.99993130  =   0.99987854
 NM1428!SPC SD S     -   0.99994723  x   0.99999800  =   0.99994523
 NM1428!UTM  14      -   0.99994723  x   0.99977060  =   0.99971785
 NM1428
 NM1428|---------------------------------------------------------------------|
 NM1428| PID    Reference Object                     Distance      Geod. Az  |
 NM1428|                                                           dddmmss.s |
 NM1428| NM1427 RIVER RM 2                            5.978 METERS 19247     |
 NM1428| NM1425 RIVER AZ MK                                        2332141.6 |
 NM1428| NM1426 RIVER RM 1                            6.038 METERS 34919     |
 NM1428|---------------------------------------------------------------------|
 NM1428
 NM1428                          SUPERSEDED SURVEY CONTROL
 NM1428
 NM1428  NAD 83(1986)-  42 50 30.64129(N)    097 33 32.25026(W) AD(       ) 3
 NM1428  NAD 27      -  42 50 30.64500(N)    097 33 31.01900(W) AD(       ) 3
 NM1428  NGVD 29 (??/??/92)  361.874  (m)         1187.25   (f) ADJ UNCH    2 0
 NM1428
 NM1428.Superseded values are not recommended for survey control.
 NM1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1428.See file dsdata.txt to determine how the superseded data were derived.
 NM1428
 NM1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN1775944259(NAD 83)
 NM1428_MARKER: DS = TRIANGULATION STATION DISK
 NM1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1428_STAMPING: RIVER 1948
 NM1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1428+STABILITY: SURFACE MOTION
 NM1428
 NM1428  HISTORY     - Date     Condition        Report By
 NM1428  HISTORY     - 1948     MONUMENTED       CGS
 NM1428  HISTORY     - 1949     GOOD             NGS
 NM1428  HISTORY     - 1971     SEE DESCRIPTION  LOCENG
 NM1428
 NM1428                          STATION DESCRIPTION
 NM1428
 NM1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1428'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH-NORTHWEST OF
 NM1428'CROFTON, 0.2 MILE SOUTH OF THE MISSOURI RIVER AND NEAR THE
 NM1428'PROPOSED GAVINS POINT DAM SITE.  IT IS 32 FEET WEST OF THE
 NM1428'CENTERLINE OF THE ROAD, 6 FEET SOUTHEAST OF A WITNESS POST
 NM1428'AND 5 FEET EAST OF THE FENCE.  THE MARK IS FLUSH WITH THE
 NM1428'SURFACE OF THE GROUND AND THE DISK IS STAMPED RIVER 1948.
 NM1428'
 NM1428'REFERENCE MARK NO. 1 IS 19.81 FEET NORTH-NORTHWEST OF THE
 NM1428'STATION, 35 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1
 NM1428'FOOT EAST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 NM1428'DISK IS STAMPED RIVER NO 1 1948.
 NM1428'
 NM1428'REFERENCE MARK NO. 2 IS 19.61 FEET SOUTH-SOUTHWEST OF THE
 NM1428'STATION, 35 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1
 NM1428'FOOT EAST OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 NM1428'DISK IS STAMPED RIVER NO 2 1948.
 NM1428'
 NM1428'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHWEST OF THE STATION,
 NM1428'ABOUT 100 FEET WEST OF-A HOG SHED AND IN AN EAST-WEST FENCE
 NM1428'LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NM1428'RIVER 1948.
 NM1428'
 NM1428'TO REACH FROM THE SOUTH END OF THE YANKTON TOLL BRIDGE, GO
 NM1428'SOUTH 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 15 WITH
 NM1428'U.S. HIGHWAY 81, TURN LEFT ON HIGHWAY 81 FOR 6.0 MILES TO
 NM1428'WHERE HIGHWAY TURNS LEFT, KEEP STRAIGHT AHEAD ON DIRT ROAD
 NM1428'FOR 1.1 MILE TO A T INTERSECTION, TURN RIGHT FOR 1.2 MILE
 NM1428'TO STATION MISCHKE ON THE RIGHT, CONTINUE NORTH 0.1 MILE TO
 NM1428'A T INTERSECTION, TURN LEFT AND FOLLOW MAIN ROAD FOR 1.7
 NM1428'MILES TO WHERE MAIN ROAD TURNS LEFT, TURN RIGHT ON DIM ROAD
 NM1428'0.05 MILE TO THE STATION ON THE LEFT.
 NM1428'
 NM1428'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH 0.1 MILE TO
 NM1428'A HOUSE ON THE RIGHT, TURN RIGHT ON DRIVEWAY TO A MACHINE
 NM1428'SHED NORTH OF HOUSE, PASS THROUGH GATE AT NORTHWEST CORNER
 NM1428'OF SHED AND FOLLOW WEST ALONG THE NORTH SIDE OF FENCE ABOUT
 NM1428'0.1 MILE TO THE MARK ON THE LEFT.
 NM1428'
 NM1428'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1428
 NM1428                          STATION RECOVERY (1949)
 NM1428
 NM1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM1428'10.8 MI NW FROM CROFTON.
 NM1428'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1428'STATE HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST ALONG A DIRT
 NM1428'ROAD, THENCE 2.15 MILES NORTHWEST ALONG A WINDING DIRT ROAD, THENCE
 NM1428'0.2 MILE SOUTH AND 0.5 MILE WEST ALONG A DIRT ROAD, 0.1 MILE
 NM1428'NORTH OF A CREAM COLORED FARMHOUSE, 32 FEET WEST OF THE CENTER
 NM1428'LINE OF AN ABANDONED ROAD, 6 FEET SOUTHWEST OF A REFERENCE POST,
 NM1428'5.0 FEET EAST OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 NM1428'WHICH IS SET FLUSH WITH THE GROUND.  NOTE-- THIS MARK IS 0.35
 NM1428'MILE NORTH OF BENCH MARK R 270.
 NM1428
 NM1428                          STATION RECOVERY (1971)
 NM1428
 NM1428'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (AEP)
 NM1428'RECOVERED BY GOLLEHON, SCHEMMER AND ASSOCIATES, INC.
 NM1428'
 NM1428'DESTROYED
 NM1428'
 NM1428'THIS MARK HAS APPROX. THE SAME DIRECTIONS FOR FINDING ITS
 NM1428'LOCATION AS MISCHKE.  WHEN WE FOUND MISCHKE TO BE UNDERWATER
 NM1428'WE ASSUMED THAT RIVER HAD ALSO BEEN LOST IN LEWIS AND CLARK
 NM1428'LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0494 ***********************************************************************
 NM0494  DESIGNATION -  RIVER
 NM0494  PID         -  NM0494
 NM0494  STATE/COUNTY-  NE/THURSTON
 NM0494  USGS QUAD   -  ALBATON (1969)
 NM0494
 NM0494                         *CURRENT SURVEY CONTROL
 NM0494  ___________________________________________________________________
 NM0494* NAD 83(1986)-  42 09 08.     (N)    096 20 47.     (W)     SCALED    
 NM0494* NAVD 88     -       326.098  (meters)    1069.87   (feet)  ADJUSTED  
 NM0494  ___________________________________________________________________
 NM0494  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 NM0494  DYNAMIC HT  -         325.986 (meters)    1069.51  (feet)  COMP
 NM0494  MODELED GRAV-     980,268.9   (mgal)                       NAVD 88
 NM0494
 NM0494  VERT ORDER  -  SECOND    CLASS 0
 NM0494
 NM0494.The horizontal coordinates were scaled from a topographic map and have
 NM0494.an estimated accuracy of +/- 6 seconds.
 NM0494
 NM0494.The orthometric height was determined by differential leveling
 NM0494.and adjusted by the National Geodetic Survey in June 1991..
 NM0494
 NM0494.The geoid height was determined by GEOID03.
 NM0494
 NM0494.The dynamic height is computed by dividing the NAVD 88
 NM0494.geopotential number by the normal gravity value computed on the
 NM0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0494.degrees latitude (g = 980.6199 gals.).
 NM0494
 NM0494.The modeled gravity was interpolated from observed gravity values.
 NM0494
 NM0494;                    North         East    Units  Estimated Accuracy
 NM0494;SPC NE       -   263,840.      801,810.      MT  (+/- 180 meters Scaled)
 NM0494
 NM0494                          SUPERSEDED SURVEY CONTROL
 NM0494
 NM0494  NGVD 29 (??/??/92)  325.950  (m)         1069.39   (f) ADJ UNCH    2 0
 NM0494
 NM0494.Superseded values are not recommended for survey control.
 NM0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0494.See file dsdata.txt to determine how the superseded data were derived.
 NM0494
 NM0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM192700(NAD 83)
 NM0494_MARKER: DB = BENCH MARK DISK
 NM0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0494_STAMPING: RIVER 1948
 NM0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0494+STABILITY: SURFACE MOTION
 NM0494
 NM0494  HISTORY     - Date     Condition        Report By
 NM0494  HISTORY     - 1948     MONUMENTED       CGS
 NM0494  HISTORY     - 1969     MARK NOT FOUND   USGS
 NM0494
 NM0494                          STATION DESCRIPTION
 NM0494
 NM0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0494'9.4 MI NE FROM WALTHILL.
 NM0494'8.2 MILES EAST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE
 NM0494'AT WALTHILL, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, THENCE
 NM0494'0.5 MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH ALONG A
 NM0494'WOODS ROAD, ABOUT 0.2 MILE NORTH OF A FARMHOUSE AT A T ROAD, AT
 NM0494'A FENCE CORNER, 16.0 FEET WEST OF THE CENTER LINE OF THE WOODS
 NM0494'ROAD, 3.8 FEET SOUTHEAST OF A 10-INCH ELM TREE USED AS A CORNER
 NM0494'FENCE POST, 2.0 FEET EAST OF A FENCE, 1.6 FEET SOUTH OF A
 NM0494'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5
 NM0494'FOOT ABOVE THE GROUND.
 NM0494
 NM0494                          STATION RECOVERY (1969)
 NM0494
 NM0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NM0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1425 ***********************************************************************
 NM1425  DESIGNATION -  RIVER AZ MK
 NM1425  PID         -  NM1425
 NM1425  STATE/COUNTY-  NE/KNOX
 NM1425  USGS QUAD   -  TABOR SE (1968)
 NM1425
 NM1425                         *CURRENT SURVEY CONTROL
 NM1425  ___________________________________________________________________
 NM1425* NAD 83(1986)-  42 50 26.     (N)    097 33 40.     (W)     SCALED    
 NM1425* NAVD 88     -       362.691  (meters)    1189.93   (feet)  ADJUSTED  
 NM1425  ___________________________________________________________________
 NM1425  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 NM1425  DYNAMIC HT  -         362.579 (meters)    1189.56  (feet)  COMP
 NM1425  MODELED GRAV-     980,302.2   (mgal)                       NAVD 88
 NM1425
 NM1425  VERT ORDER  -  SECOND    CLASS 0
 NM1425
 NM1425.The horizontal coordinates were scaled from a topographic map and have
 NM1425.an estimated accuracy of +/- 6 seconds.
 NM1425
 NM1425.The orthometric height was determined by differential leveling
 NM1425.and adjusted by the National Geodetic Survey in June 1991..
 NM1425
 NM1425.The geoid height was determined by GEOID03.
 NM1425
 NM1425.The dynamic height is computed by dividing the NAVD 88
 NM1425.geopotential number by the normal gravity value computed on the
 NM1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1425.degrees latitude (g = 980.6199 gals.).
 NM1425
 NM1425.The modeled gravity was interpolated from observed gravity values.
 NM1425
 NM1425;                    North         East    Units  Estimated Accuracy
 NM1425;SPC NE       -   336,720.      699,340.      MT  (+/- 180 meters Scaled)
 NM1425
 NM1425                          SUPERSEDED SURVEY CONTROL
 NM1425
 NM1425  NGVD 29 (??/??/92)  362.480  (m)         1189.24   (f) ADJ UNCH    2 0
 NM1425
 NM1425.Superseded values are not recommended for survey control.
 NM1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1425.See file dsdata.txt to determine how the superseded data were derived.
 NM1425
 NM1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN175441(NAD 83)
 NM1425_MARKER: DZ = AZIMUTH MARK DISK
 NM1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1425_STAMPING: RIVER 1948
 NM1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1425+STABILITY: SURFACE MOTION
 NM1425
 NM1425  HISTORY     - Date     Condition        Report By
 NM1425  HISTORY     - 1948     MONUMENTED       CGS
 NM1425  HISTORY     - 1949     GOOD             NGS
 NM1425
 NM1425                          STATION DESCRIPTION
 NM1425
 NM1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1425'10.8 MI NW FROM CROFTON.
 NM1425'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1425'STATE HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST ALONG A DIRT
 NM1425'ROAD, THENCE 2.15 MILES NORTHWEST ALONG A WINDING DIRT ROAD, THENCE
 NM1425'0.2 MILE SOUTH AND 0.5 MILE WEST ALONG A DIRT ROAD, 0.2 MILE
 NM1425'SOUTHWEST OF TRIANGULATION STATION RIVER 1948, 100 FEET WEST OF A
 NM1425'HOG SHED, 1.0 FOOT NORTH OF A FENCE LINE, AND SET IN THE TOP OF A
 NM1425'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1426 ***********************************************************************
 NM1426  DESIGNATION -  RIVER RM 1
 NM1426  PID         -  NM1426
 NM1426  STATE/COUNTY-  NE/KNOX
 NM1426  USGS QUAD   -  TABOR SE (1968)
 NM1426
 NM1426                         *CURRENT SURVEY CONTROL
 NM1426  ___________________________________________________________________
 NM1426* NAD 83(1986)-  42 50 30.     (N)    097 33 33.     (W)     SCALED    
 NM1426* NAVD 88     -       362.400  (meters)    1188.97   (feet)  ADJUSTED  
 NM1426  ___________________________________________________________________
 NM1426  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 NM1426  DYNAMIC HT  -         362.289 (meters)    1188.61  (feet)  COMP
 NM1426  MODELED GRAV-     980,302.4   (mgal)                       NAVD 88
 NM1426
 NM1426  VERT ORDER  -  SECOND    CLASS 0
 NM1426
 NM1426.The horizontal coordinates were scaled from a topographic map and have
 NM1426.an estimated accuracy of +/- 6 seconds.
 NM1426
 NM1426.The orthometric height was determined by differential leveling
 NM1426.and adjusted by the National Geodetic Survey in June 1991..
 NM1426
 NM1426.The geoid height was determined by GEOID03.
 NM1426
 NM1426.The dynamic height is computed by dividing the NAVD 88
 NM1426.geopotential number by the normal gravity value computed on the
 NM1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1426.degrees latitude (g = 980.6199 gals.).
 NM1426
 NM1426.The modeled gravity was interpolated from observed gravity values.
 NM1426
 NM1426;                    North         East    Units  Estimated Accuracy
 NM1426;SPC NE       -   336,850.      699,500.      MT  (+/- 180 meters Scaled)
 NM1426
 NM1426                          SUPERSEDED SURVEY CONTROL
 NM1426
 NM1426  NGVD 29 (??/??/92)  362.189  (m)         1188.28   (f) ADJ UNCH    2 0
 NM1426
 NM1426.Superseded values are not recommended for survey control.
 NM1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1426.See file dsdata.txt to determine how the superseded data were derived.
 NM1426
 NM1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN177442(NAD 83)
 NM1426_MARKER: DR = REFERENCE MARK DISK
 NM1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1426_STAMPING: RIVER NO 1 1948
 NM1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1426+STABILITY: SURFACE MOTION
 NM1426
 NM1426  HISTORY     - Date     Condition        Report By
 NM1426  HISTORY     - 1948     MONUMENTED       CGS
 NM1426  HISTORY     - 1949     GOOD             NGS
 NM1426
 NM1426                          STATION DESCRIPTION
 NM1426
 NM1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1426'10.8 MI NW FROM CROFTON.
 NM1426'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1426'STATE HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST ALONG A DIRT
 NM1426'ROAD, THENCE 2.15 MILES NORTHWEST ALONG A WINDING DIRT ROAD, THENCE
 NM1426'0.2 MILE SOUTH AND 0.5 MILE WEST ALONG A DIRT ROAD, 0.1 MILE
 NM1426'NORTH OF A CREAM COLORED FARMHOUSE, 35 FEET WEST OF THE CENTER LINE
 NM1426'OF AN ABANDONED ROAD, 19 FEET NORTHWEST OF THE STATION, 1.0 FOOT
 NM1426'EAST OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM1426'0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.35 MILE NORTH
 NM1426'OF BENCH MARK R 270.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1427 ***********************************************************************
 NM1427  DESIGNATION -  RIVER RM 2
 NM1427  PID         -  NM1427
 NM1427  STATE/COUNTY-  NE/KNOX
 NM1427  USGS QUAD   -  TABOR SE (1968)
 NM1427
 NM1427                         *CURRENT SURVEY CONTROL
 NM1427  ___________________________________________________________________
 NM1427* NAD 83(1986)-  42 50 30.     (N)    097 33 32.     (W)     SCALED    
 NM1427* NAVD 88     -       362.436  (meters)    1189.09   (feet)  ADJUSTED  
 NM1427  ___________________________________________________________________
 NM1427  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 NM1427  DYNAMIC HT  -         362.324 (meters)    1188.72  (feet)  COMP
 NM1427  MODELED GRAV-     980,302.4   (mgal)                       NAVD 88
 NM1427
 NM1427  VERT ORDER  -  SECOND    CLASS 0
 NM1427
 NM1427.The horizontal coordinates were scaled from a topographic map and have
 NM1427.an estimated accuracy of +/- 6 seconds.
 NM1427
 NM1427.The orthometric height was determined by differential leveling
 NM1427.and adjusted by the National Geodetic Survey in June 1991..
 NM1427
 NM1427.The geoid height was determined by GEOID03.
 NM1427
 NM1427.The dynamic height is computed by dividing the NAVD 88
 NM1427.geopotential number by the normal gravity value computed on the
 NM1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1427.degrees latitude (g = 980.6199 gals.).
 NM1427
 NM1427.The modeled gravity was interpolated from observed gravity values.
 NM1427
 NM1427;                    North         East    Units  Estimated Accuracy
 NM1427;SPC NE       -   336,850.      699,520.      MT  (+/- 180 meters Scaled)
 NM1427
 NM1427                          SUPERSEDED SURVEY CONTROL
 NM1427
 NM1427  NGVD 29 (??/??/92)  362.224  (m)         1188.40   (f) ADJ UNCH    2 0
 NM1427
 NM1427.Superseded values are not recommended for survey control.
 NM1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1427.See file dsdata.txt to determine how the superseded data were derived.
 NM1427
 NM1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN177442(NAD 83)
 NM1427_MARKER: DR = REFERENCE MARK DISK
 NM1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1427_STAMPING: RIVER NO 2 1948
 NM1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1427+STABILITY: SURFACE MOTION
 NM1427
 NM1427  HISTORY     - Date     Condition        Report By
 NM1427  HISTORY     - 1948     MONUMENTED       CGS
 NM1427  HISTORY     - 1949     GOOD             NGS
 NM1427
 NM1427                          STATION DESCRIPTION
 NM1427
 NM1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1427'10.8 MI NW FROM CROFTON.
 NM1427'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1427'STATE HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST ALONG A DIRT
 NM1427'ROAD, THENCE 2.15 MILES NORTHWEST ALONG A WINDING DIRT ROAD, THENCE
 NM1427'0.2 MILE SOUTH AND 0.5 MILE WEST ALONG A DIRT ROAD, 0.1 MILE
 NM1427'NORTH OF A CREAM COLORED FARMHOUSE, 35 FEET WEST OF THE CENTER
 NM1427'LINE OF AN ABANDONED ROAD, 19 FEET SOUTHWEST OF THE STATION, 1.0
 NM1427'FOOT EAST OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 NM1427'PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.35
 NM1427'MILE NORTH OF BENCH MARK R 270.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1299 ***********************************************************************
 LH1299  DESIGNATION -  RIVERDALE
 LH1299  PID         -  LH1299
 LH1299  STATE/COUNTY-  NE/BUFFALO
 LH1299  USGS QUAD   -  RIVERDALE (1962)
 LH1299
 LH1299                         *CURRENT SURVEY CONTROL
 LH1299  ___________________________________________________________________
 LH1299* NAD 83(1995)-  40 48 02.24525(N)    099 09 47.98853(W)     ADJUSTED  
 LH1299* NAVD 88     -       685.     (meters)    2247.     (feet)  SCALED    
 LH1299  ___________________________________________________________________
 LH1299  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 LH1299  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 LH1299
 LH1299  HORZ ORDER  -  THIRD
 LH1299
 LH1299.The horizontal coordinates were established by classical geodetic methods
 LH1299.and adjusted by the National Geodetic Survey in August 1997..
 LH1299
 LH1299.The orthometric height was scaled from a topographic map.
 LH1299
 LH1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1299
 LH1299.The geoid height was determined by GEOID03.
 LH1299
 LH1299;                    North         East     Units Scale Factor Converg.
 LH1299;SPC NE       -   107,737.634   570,585.165   MT  0.99973377   +0 33 16.1
 LH1299;UTM  14      - 4,516,637.615   486,222.373   MT  0.99960234   -0 06 24.2
 LH1299
 LH1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1299!SPC NE       -   0.99989632  x   0.99973377  =   0.99963011
 LH1299!UTM  14      -   0.99989632  x   0.99960234  =   0.99949870
 LH1299
 LH1299|---------------------------------------------------------------------|
 LH1299| PID    Reference Object                     Distance      Geod. Az  |
 LH1299|                                                           dddmmss.s |
 LH1299| CN9606 RIVERDALE RM 3                       10.375 METERS 08857     |
 LH1299| CN9605 RIVERDALE RM 2                        8.300 METERS 08916     |
 LH1299| CN9603 RIVERDALE AZ MK 2                                  1202825.2 |
 LH1299| CN9602 RIVERDALE AZ MK                                    1392822.6 |
 LH1299| LH1314 KEARNEY BOYS TRAIN SCH SPIPE        APPROX.11.0 KM 1623240.8 |
 LH1299| LH1304 KEARNEY BOYS TRAIN SCH STACK        APPROX.10.9 KM 1623812.7 |
 LH1299| CN9607 RIVERDALE RM 4                        8.306 METERS 27202     |
 LH1299| CN9604 RIVERDALE RM 1                       10.439 METERS 27213     |
 LH1299|---------------------------------------------------------------------|
 LH1299
 LH1299                          SUPERSEDED SURVEY CONTROL
 LH1299
 LH1299  NAD 83(1986)-  40 48 02.25244(N)    099 09 47.99034(W) AD(       ) 3
 LH1299  NAD 27      -  40 48 02.21300(N)    099 09 46.66200(W) AD(       ) 3
 LH1299
 LH1299.Superseded values are not recommended for survey control.
 LH1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1299.See file dsdata.txt to determine how the superseded data were derived.
 LH1299
 LH1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8622216638(NAD 83)
 LH1299_MARKER: DS = TRIANGULATION STATION DISK
 LH1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1299
 LH1299  HISTORY     - Date     Condition        Report By
 LH1299  HISTORY     - 1950     MONUMENTED       CGS
 LH1299  HISTORY     - 1966     GOOD             CGS
 LH1299
 LH1299                          STATION DESCRIPTION
 LH1299
 LH1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1299'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTH AND 1/4 MILE WEST
 LH1299'OF THE SMALL TOWN OF RIVERDALE ON THE RIGHT-OF-WAY OF A DIRT ROAD.
 LH1299'IT IS 22 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 4 FEET EAST
 LH1299'NORTHEAST OF A WHITE WITNESS POST AND 3 FEET NORTH OF A
 LH1299'RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 LH1299'DISK IS STAMPED RIVERDALE 1950.
 LH1299'
 LH1299'REFERENCE MARK NO. 1 IS 23 FEET SOUTH OF THE CENTERLINE OF A DIRT
 LH1299'ROAD AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 LH1299'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED RIVERDALE NO 1
 LH1299'1950.
 LH1299'
 LH1299'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTERLINE OF A DIRT
 LH1299'ROAD AND 2 FOOT NORTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 LH1299'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED RIVERDALE NO 2
 LH1299'1950.
 LH1299'
 LH1299'AZIMUTH MARK IS 30 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD,
 LH1299'28 FEET SOUTH OF A TELEPHONE POLE, 3.5 FEET NORTH OF A WHITE
 LH1299'WITNESS POST AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCELINE.  THE
 LH1299'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED RIVERDALE
 LH1299'1950.
 LH1299'
 LH1299'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 40 AND MAIN
 LH1299'STREET IN RIVERDALE GO SOUTHEAST ON STATE ROUTE 40 FOR 0.1 MILE
 LH1299'TO SCHOOL HOUSE.  TURN LEFT (NORTH) AND FOLLOW GRAVEL ROAD FOR 1.2
 LH1299'MILES TO AZIMUTH MARK ON THE WEST SIDE OF ROAD AS DESCRIBED.
 LH1299'CONTINUE WEST FOR 0.2 MILES TO A CROSSROAD.  TURN LEFT (WEST) AND
 LH1299'GO 0.2 MILE TO STATION ON SOUTH SIDE OF ROAD AS DESCRIBED.
 LH1299'
 LH1299'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LH1299
 LH1299                          STATION RECOVERY (1966)
 LH1299
 LH1299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1299'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LH1299'AZIMUTH MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 LH1299'FOUND DESTROYED.
 LH1299'
 LH1299'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND AN AZIMUTH MARK WERE
 LH1299'SET.
 LH1299'
 LH1299'FOLLOWING IS A NEW DESCRIPTION.
 LH1299'
 LH1299'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTH AND 1/4 MILE WEST
 LH1299'OF RIVERDALE, ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST DIRT ROAD.
 LH1299'
 LH1299'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 AND
 LH1299'MAIN STREET IN RIVERDALE, GO SOUTHEAST ON STATE HIGHWAY 40 FOR 0.1
 LH1299'MILE TO A CROSSROAD AND SCHOOL ON THE LEFT.  TURN LEFT AND GO
 LH1299'NORTH ON A GRAVELED ROAD FOR 1.2 MILES TO AN IRRIGATION PUMP
 LH1299'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE
 LH1299'GRAVELED ROAD FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT AND GO
 LH1299'WEST ON A DIRT ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 LH1299'
 LH1299'STATION SURFACE MARK, A STANDARD DISK STAMPED RIVERDALE 1950,
 LH1299'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LH1299'3 INCHES.  IT IS 25 FEET SOUTH OF THE CENTER OF THE DIRT ROAD
 LH1299'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK
 LH1299'WAS NOT INSPECTED.
 LH1299'
 LH1299'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RIVERDALE 1950 NO.
 LH1299'3 1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LH1299'1 INCH.  IT IS 26 FEET SOUTH OF THE CENTER OF THE DIRT ROAD.
 LH1299'
 LH1299'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED RIVERDALE 1950 NO.
 LH1299'4 1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 LH1299'WITH THE SURFACE OF THE GROUND.
 LH1299'
 LH1299'AZIMUTH MARK, A STANDARD DISK STAMPED RIVERDALE 1950 AZ. 2 1966,
 LH1299'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LH1299'SURFACE OF THE GROUND.  IT IS 33 FEET EAST OF THE CENTER OF A
 LH1299'GRAVELED ROAD, 20.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LH1299'CONCRETE FOUNDATION FOR A IRRIAGATION PUMP, 15 FEET SOUTH OF THE
 LH1299'CENTER OF A FIELD ENTRANCE, 1.5 EAST OF A FENCE, AND 1 FOOT
 LH1299'NORTH OF A METAL WITNESS POST.
 LH1299'
 LH1299'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/4 MILES
 LH1299'NORTH OF RIVERDALE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1138 ***********************************************************************
 LH1138  DESIGNATION -  RIVERSIDE POWER PLANT STACK
 LH1138  PID         -  LH1138
 LH1138  STATE/COUNTY-  NE/MERRICK
 LH1138  USGS QUAD   -  GRAND ISLAND (1993)
 LH1138
 LH1138                         *CURRENT SURVEY CONTROL
 LH1138  ___________________________________________________________________
 LH1138* NAD 83(1995)-  40 53 59.15607(N)    098 15 35.40070(W)     ADJUSTED  
 LH1138* NAVD 88     -                                                        
 LH1138  ___________________________________________________________________
 LH1138  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 LH1138  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 LH1138
 LH1138  HORZ ORDER  -  THIRD
 LH1138
 LH1138.The horizontal coordinates were established by classical geodetic methods
 LH1138.and adjusted by the National Geodetic Survey in August 1997..
 LH1138
 LH1138
 LH1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1138
 LH1138.The geoid height was determined by GEOID03.
 LH1138
 LH1138;                    North         East     Units Scale Factor Converg.
 LH1138;SPC NE       -   119,878.028   646,578.991   MT  0.99971415   +1 09 11.5
 LH1138;UTM  14      - 4,527,893.850   562,343.592   MT  0.99964784   +0 29 04.7
 LH1138
 LH1138                          SUPERSEDED SURVEY CONTROL
 LH1138
 LH1138  NAD 83(1986)-  40 53 59.16356(N)    098 15 35.40225(W) AD(       ) 4
 LH1138  NAD 27      -  40 53 59.11800(N)    098 15 34.19000(W) AD(       ) 3
 LH1138
 LH1138.Superseded values are not recommended for survey control.
 LH1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1138.See file dsdata.txt to determine how the superseded data were derived.
 LH1138
 LH1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL6234427894(NAD 83)
 LH1138_MARKER: 63 = STACK
 LH1138
 LH1138  HISTORY     - Date     Condition        Report By
 LH1138  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1138  HISTORY     - 1955     GOOD             CGS
 LH1138
 LH1138                          STATION DESCRIPTION
 LH1138
 LH1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1138'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF GRAND ISLAND, AND
 LH1138'1 MILE WEST OF PHILLIPS.  IT IS PAINTED SILVER, IS ABOUT 250 FEET
 LH1138'HIGH AND STANDS ON TOP OF A RED BRICK BUILDING THAT IS
 LH1138'APPROXIMATELY 200 FEET SQUARE.
 LH1138'
 LH1138'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 LH1138'
 LH1138'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 34, 28 AND 30
 LH1138'AND STATE HIGHWAY 2 ABOUT 2.0 MILES SOUTH OF GRAND ISLAND, GO NORTH
 LH1138'ON US HIGHWAY 30 FOR 1.0 MILE TO A GRAVEL CROSS ROAD.  TURN RIGHT
 LH1138'AND GO EAST FOR 4.0 MILES TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT,
 LH1138'CROSS A SMALL WOODEN BRIDGE AND GO SOUTH FOR 0.2 MILE TO THE
 LH1138'STATION.
 LH1138
 LH1138                          STATION RECOVERY (1955)
 LH1138
 LH1138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 LH1138'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1057 ***********************************************************************
 MJ1057  CBN         -  This is a Cooperative Base Network Control Station.
 MJ1057  DESIGNATION -  RIVERVIEW
 MJ1057  PID         -  MJ1057
 MJ1057  STATE/COUNTY-  NE/WASHINGTON
 MJ1057  USGS QUAD   -  LOVELAND (1994)
 MJ1057
 MJ1057                         *CURRENT SURVEY CONTROL
 MJ1057  ___________________________________________________________________
 MJ1057* NAD 83(1995)-  41 27 03.53326(N)    095 58 33.72415(W)     ADJUSTED  
 MJ1057* NAVD 88     -       302.8    (meters)     993.     (feet)  GPS OBS   
 MJ1057  ___________________________________________________________________
 MJ1057  X           -    -498,468.571 (meters)                     COMP
 MJ1057  Y           -  -4,761,770.287 (meters)                     COMP
 MJ1057  Z           -   4,200,274.921 (meters)                     COMP
 MJ1057  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 MJ1057  ELLIP HEIGHT-         274.38  (meters)          (07/10/01) GPS OBS
 MJ1057  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 MJ1057
 MJ1057  HORZ ORDER  -  B
 MJ1057  ELLP ORDER  -  FOURTH    CLASS I
 MJ1057
 MJ1057.The horizontal coordinates were established by GPS observations
 MJ1057.and adjusted by the National Geodetic Survey in June 1996..
 MJ1057
 MJ1057.The orthometric height was determined by GPS observations and a
 MJ1057.high-resolution geoid model.
 MJ1057
 MJ1057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MJ1057
 MJ1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1057
 MJ1057.The ellipsoidal height was determined by GPS observations
 MJ1057.and is referenced to NAD 83.
 MJ1057
 MJ1057.The geoid height was determined by GEOID03.
 MJ1057
 MJ1057;                    North         East     Units Scale Factor Converg.
 MJ1057;SPC NE       -   187,420.326   836,002.957   MT  0.99965905   +2 40 00.0
 MJ1057;SPC IA S     -   164,075.321   293,141.443   MT  0.99995787   -1 37 51.5
 MJ1057;UTM  15      - 4,593,098.083   251,410.700   MT  1.00036057   -1 58 15.9
 MJ1057;UTM  14      - 4,593,236.999   752,593.458   MT  1.00038527   +2 00 10.3
 MJ1057
 MJ1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MJ1057!SPC NE       -   0.99995696  x   0.99965905  =   0.99961603
 MJ1057!SPC IA S     -   0.99995696  x   0.99995787  =   0.99991484
 MJ1057!UTM  15      -   0.99995696  x   1.00036057  =   1.00031752
 MJ1057!UTM  14      -   0.99995696  x   1.00038527  =   1.00034222
 MJ1057
 MJ1057:                Primary Azimuth Mark                     Grid Az
 MJ1057:SPC NE       -  OMAHA SIOUX FALLS AMBER 4 BCN            153 27 57.0
 MJ1057:SPC IA S     -  OMAHA SIOUX FALLS AMBER 4 BCN            157 45 48.5
 MJ1057:UTM  15      -  OMAHA SIOUX FALLS AMBER 4 BCN            158 06 12.9
 MJ1057:UTM  14      -  OMAHA SIOUX FALLS AMBER 4 BCN            154 07 46.7
 MJ1057
 MJ1057|---------------------------------------------------------------------|
 MJ1057| PID    Reference Object                     Distance      Geod. Az  |
 MJ1057|                                                           dddmmss.s |
 MJ1057| MJ1288 OMAHA SIOUX FALLS AMBER 4 BCN       APPROX. 5.0 KM 1560757.0 |
 MJ1057| CL8285 RIVERVIEW RM 1                       41.843 METERS 16608     |
 MJ1057| CL8286 RIVERVIEW RM 2                       30.251 METERS 28314     |
 MJ1057| CL8284 RIVERVIEW AZ MK                                    3050451.6 |
 MJ1057| MJ1019 U 234                                34.390 METERS 34513     |
 MJ1057|---------------------------------------------------------------------|
 MJ1057
 MJ1057                          SUPERSEDED SURVEY CONTROL
 MJ1057
 MJ1057  ELLIP H (06/25/96)  274.42   (m)                       GP(       ) 1 1
 MJ1057  NAD 83(1986)-  41 27 03.53920(N)    095 58 33.72372(W) AD(       ) 2
 MJ1057  NAD 27      -  41 27 03.55800(N)    095 58 32.68200(W) AD(       ) 2
 MJ1057
 MJ1057.Superseded values are not recommended for survey control.
 MJ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1057.See file dsdata.txt to determine how the superseded data were derived.
 MJ1057
 MJ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5141193098(NAD 83)
 MJ1057_MARKER: DS = TRIANGULATION STATION DISK
 MJ1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ1057_STAMPING: RIVERVIEW 1947
 MJ1057_MARK LOGO: CGS   
 MJ1057_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ1057+STABILITY: SURFACE MOTION
 MJ1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MJ1057+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 MJ1057
 MJ1057  HISTORY     - Date     Condition        Report By
 MJ1057  HISTORY     - 1947     MONUMENTED       CGS
 MJ1057  HISTORY     - 1948     GOOD             CGS
 MJ1057  HISTORY     - 1974     GOOD             NEDR
 MJ1057  HISTORY     - 19950628 GOOD             NGS
 MJ1057  HISTORY     - 19970114 GOOD             NGS
 MJ1057  HISTORY     - 20000605 GOOD             NEDR
 MJ1057  HISTORY     - 20030715 GOOD             INDIV
 MJ1057  HISTORY     - 20050604 GOOD             GEOCAC
 MJ1057
 MJ1057                          STATION DESCRIPTION
 MJ1057
 MJ1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 MJ1057'STATION IS LOCATED ABOUT 2-3/4 MILES EAST OF FORT CALHOUN
 MJ1057'ACROSS THE ROAD FROM THE RIVER VIEW DISTRICT 54 SCHOOLHOUSE.
 MJ1057'STATION IS 56 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DIRT
 MJ1057'ROAD, 35 FEET WEST SOUTHWEST OF GATE POST, 24 FEET SOUTH OF
 MJ1057'FENCE AND 23.7 FEET SOUTH OF WITNESS POST.  THE MARK IS FLUSH
 MJ1057'WITH THE GROUND AND THE DISK IS STAMPD RIVERVIEW 1947.
 MJ1057'
 MJ1057'REFERENCE MARK NO. 1 IS 115.16 FEET SOUTH OF STATION, 57 FEET
 MJ1057'NORTH OF POWER POLE AND 16 FEET WEST OF THE APPROXIMATE
 MJ1057'CENTERLINE OF DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS
 MJ1057'STAMPED RIVERVIEW NO 1 1947.
 MJ1057'
 MJ1057'REFERENCE MARK NO. 2 IS 99.25 FEET WEST OF THE STATION, 34
 MJ1057'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, AND 1
 MJ1057'FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND
 MJ1057'THE DISK IS STAMPED RIVERVIEW NO 2 1947.
 MJ1057'
 MJ1057'AZIMUTH MARK IS APPROXIMATELY 0.45 MILE NORTHWEST OF STATION, 22
 MJ1057'FEET WEST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 2 FEET
 MJ1057'SOUTHWEST OF WITNESS POST AND 1.5 FEET SOUTH OF FENCECORNER.
 MJ1057'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MJ1057'RIVERVIEW 1947.
 MJ1057'
 MJ1057'A TRAVERSE CONNECTION WAS MADE TO BM U 234 1947 (USC AND GS)
 MJ1057'WHICH IS *34.390 METERS.  NORTH OF STATION, 53 FEET NORTH
 MJ1057'OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 42 FEET WEST OF
 MJ1057'THE SOUTHWEST CORNER OF THE RIVER VIEW SCHOOLHOUSE AND 1.4
 MJ1057'FEET EAST OF WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 MJ1057'THE DISK IS STAMPED U 234 1947.
 MJ1057'
 MJ1057'TO REACH STATION FROM THE POST OFFICE IN FORT CALHOUN GO
 MJ1057'EAST ON DIRT ROAD FOR 0.5 MILE.  TURN RIGHT AND GO SOUTH
 MJ1057'FOR 0.25 MILE.  TURN LEFT AND GO EAST FOR 2.3 MILES TO STATION ON
 MJ1057'RIGHT ACROSS THE RIVER VIEW SCHOOL AS DESCRIBED.
 MJ1057'
 MJ1057'TO REACH AZIMUTH FROM STATION GO WEST ON DIRT ROAD FOR 0.4
 MJ1057'MILE TO CROSS ROAD.  TURN RIGHT AND GO NORTH FOR 0.25 MILE
 MJ1057'TO AZIMUTH MARK ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 MJ1057'
 MJ1057'*TRAVERSE CONNECTION WILL BE MADE NEXT SPRING.
 MJ1057'
 MJ1057'OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER.
 MJ1057'
 MJ1057'A 64-FOOT TOWER AT CONNER CAN BE SEEN AT 15 FEET.
 MJ1057'
 MJ1057'A 64 FOOT TOWER AT JOHANNES 1930 CAN BE SEEN AT 15 FEET.
 MJ1057'
 MJ1057'A 4 FOOT STAND AT 311 (MORC) CAN BE SEEN AT 75 FEET.
 MJ1057'
 MJ1057'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MJ1057
 MJ1057                          STATION RECOVERY (1948)
 MJ1057
 MJ1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MJ1057'A TRAVERSE CONNECTION WAS MADE TO BM U 234, 1947 WHICH IS
 MJ1057'34.390 METERS.
 MJ1057
 MJ1057                          STATION RECOVERY (1974)
 MJ1057
 MJ1057'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1974
 MJ1057'FROM FORT CALHOUN AT THE WILKINSON MANUFACTURING CO. GO EAST APPROX
 MJ1057'0.3 MILE, TURN RIGHT (SOUTH) AND FOLLOW CURVE TO THE EAST ON OIL
 MJ1057'ROAD FOR 2.1 MILE TO STATION ON SOUTH SIDE OF ROAD.  NOTE--SCHOOL
 MJ1057'HOUSE DIST. NO. 54 IN ORIGINAL DESCRIPTION IS NOW A HOUSE.
 MJ1057'
 MJ1057'STATION, AZIMUTH MARK, REFERENCE NO. 2 FOUND AS DESCRIBED IN GOOD
 MJ1057'CONDITION, REFERENCE NO. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 MJ1057'
 MJ1057'NEAREST TOWN--FORT CALHOUN.
 MJ1057
 MJ1057                          STATION RECOVERY (1995)
 MJ1057
 MJ1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MJ1057'THE MARK IS LOCATED ABOUT 15 MI (24.1 KM) NORTH OF OMAHA, 2.75 MI
 MJ1057'(4.43 KM) EAST OF FORT CALHOUN, IN THE NW1/4, SEC17, T17N, R13E, IN
 MJ1057'THE NORTHEAST CORNER OF A PASTURE, ON PROPERTY OWNED BY JERRY AND JAN
 MJ1057'TUCKER, RURAL ROUTE 1, BOX 147, FORT CALHOUN, NEBRASKA 68023,
 MJ1057'TELEPHONE 402-468-5125.  TO REACH THE MARK FROM THE CITY HALL IN FORT
 MJ1057'CALHOUN, GO SOUTH ON 14TH STREET FOR 0.1 MI (0.2 KM) TO MADISON
 MJ1057'STREET.  TURN LEFT AND GO EAST ON MADISON STREET FOR 0.5 MI (0.8 KM)
 MJ1057'TO 7TH STREET.  TURN RIGHT AND GO SOUTH, THEN EAST, ON 7TH STREET AND
 MJ1057'A PAVED COUNTY ROAD FOR 2.25 MI (3.62 KM) TO A BLUE COLORED HOUSE ON
 MJ1057'THE LEFT AND A DRIVEWAY, LEADING SOUTH TO A WHITE COLORED HOUSE, AND
 MJ1057'THE MARK ON THE RIGHT, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 MJ1057'THE DRIVEWAY AND THE ROAD.  THE DISK IS SET INTO THE TOP OF A SQUARE
 MJ1057'CONCRETE MONUMENT THAT IS RECESSED 0.1 FT (3.0 CM) BELOW THE GROUND
 MJ1057'SURFACE.  IT IS 58.0 FT (17.7 M) SOUTH OF THE CENTERLINE OF THE ROAD,
 MJ1057'42.7 FT (13.0 M) WEST OF THE CENTERLINE OF THE DRIVEWAY, 40.0 FT (12.2
 MJ1057'M) SOUTHWEST OF A FENCE CORNER POST, 34.6 FT (10.5 M) SOUTH-SOUTHWEST
 MJ1057'OF A UTILITY POLE, 31.5 FT (9.6 M) WEST OF THE WEST FENCE OF THE
 MJ1057'DRIVEWAY, 23.8 FT (7.3 M) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND A
 MJ1057'WITNESS POST AND IS ABOUT 2.5 FT (0.8 M) LOWER THAN THE ROAD.  REBAR
 MJ1057'WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
 MJ1057
 MJ1057                          STATION RECOVERY (1997)
 MJ1057
 MJ1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 MJ1057'RECOVERED AS DESCRIBED.
 MJ1057
 MJ1057                          STATION RECOVERY (2000)
 MJ1057
 MJ1057'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MJ1057'RECOVERED AS DESCRIBED.
 MJ1057
 MJ1057                          STATION RECOVERY (2003)
 MJ1057
 MJ1057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BLY)
 MJ1057'RECOVERED IN GOOD CONDITION.
 MJ1057
 MJ1057                          STATION RECOVERY (2005)
 MJ1057
 MJ1057'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 MJ1057'STATION AND REFERENCE MARK 2 GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0780 ***********************************************************************
 NN0780  DESIGNATION -  RIVERVIEW
 NN0780  PID         -  NN0780
 NN0780  STATE/COUNTY-  NE/KEYA PAHA
 NN0780  USGS QUAD   -  RIVERVIEW (1974)
 NN0780
 NN0780                         *CURRENT SURVEY CONTROL
 NN0780  ___________________________________________________________________
 NN0780* NAD 83(1995)-  42 44 27.89477(N)    099 35 54.94828(W)     ADJUSTED  
 NN0780* NAVD 88     -       698.     (meters)    2290.     (feet)  SCALED    
 NN0780  ___________________________________________________________________
 NN0780  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 NN0780  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 NN0780
 NN0780  HORZ ORDER  -  THIRD
 NN0780
 NN0780.The horizontal coordinates were established by classical geodetic methods
 NN0780.and adjusted by the National Geodetic Survey in August 1997..
 NN0780
 NN0780.The orthometric height was scaled from a topographic map.
 NN0780
 NN0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0780
 NN0780.The geoid height was determined by GEOID03.
 NN0780
 NN0780;                    North         East     Units Scale Factor Converg.
 NN0780;SPC NE       -   322,935.870   532,864.224   MT  0.99989158   +0 15 57.6
 NN0780;UTM  14      - 4,732,236.737   451,004.930   MT  0.99962953   -0 24 22.6
 NN0780
 NN0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0780!SPC NE       -   0.99989421  x   0.99989158  =   0.99978580
 NN0780!UTM  14      -   0.99989421  x   0.99962953  =   0.99952377
 NN0780
 NN0780|---------------------------------------------------------------------|
 NN0780| PID    Reference Object                     Distance      Geod. Az  |
 NN0780|                                                           dddmmss.s |
 NN0780| CO3604 RIVERVIEW RM 1                        8.772 METERS 14318     |
 NN0780| NN0781 BASSETT MUNICIPAL TANK              APPROX.17.8 KM 1633129.5 |
 NN0780| CO3603 RIVERVIEW AZ MK                                    2170754.9 |
 NN0780| CO3605 RIVERVIEW RM 2                        8.872 METERS 24249     |
 NN0780|---------------------------------------------------------------------|
 NN0780
 NN0780                          SUPERSEDED SURVEY CONTROL
 NN0780
 NN0780  NAD 83(1986)-  42 44 27.90317(N)    099 35 54.95943(W) AD(       ) 3
 NN0780  NAD 27      -  42 44 27.90400(N)    099 35 53.53700(W) AD(       ) 3
 NN0780
 NN0780.Superseded values are not recommended for survey control.
 NN0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0780.See file dsdata.txt to determine how the superseded data were derived.
 NN0780
 NN0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN5100532237(NAD 83)
 NN0780_MARKER: DS = TRIANGULATION STATION DISK
 NN0780_SETTING: 0 = UNSPECIFIED SETTING
 NN0780
 NN0780  HISTORY     - Date     Condition        Report By
 NN0780  HISTORY     - 1949     MONUMENTED       CGS
 NN0780
 NN0780                          STATION DESCRIPTION
 NN0780
 NN0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0780'THE STATION IS LOCATED ABOUT 11.5 MILES NORTH-NORTHWEST OF
 NN0780'BASSETT, ABOUT 1.5 MILES NORTH OF THE NIOBRARA RIVER AND
 NN0780'ABOUT 1.0 MILE NORTH OF THE RIVERVIEW STORE AND POST OFFICE.
 NN0780'IT IS ON THE SUMMIT OF A KNOLL, 100.0 FEET WEST OF THE CENTER
 NN0780'OF U.S. HIGHWAY NO. 183 AND 5.0 FEET WEST-SOUTHWEST OF A
 NN0780'WITNESS POST.  IT IS A STANDARD U.S.C. AND G.S. STATION MARK
 NN0780'DISK CEMENTED IN THE TOP OF A 4 INCH CAST IRON PIPE PROJECTING
 NN0780'12 INCHES ABOVE THE GROUND AND IS STAMPED RIVERVIEW 1949.
 NN0780'
 NN0780'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL ABOUT
 NN0780'1.5 FEET BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD
 NN0780'U.S.C. AND G.S. REFERENCE MARK DISK CEMENTED IN THE TOP OF A
 NN0780'4 INCH CAST IRON PIPE PROJECTING 10 INCHES ABOVE THE GROUND
 NN0780'AND IS STAMPED RIVERVIEW NO 1 1949.
 NN0780'
 NN0780'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL ABOUT
 NN0780'4.5 FEET BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD
 NN0780'U.S.C. AND G.S. REFERENCE MARK DISK CEMENTED IN THE TOP OF
 NN0780'A 4 INCH CAST IRON PIPE PROJECTING 12 INCHES ABOVE THE GROUND
 NN0780'AND IS STAMPED RIVERVIEW NO 2 1949.
 NN0780'
 NN0780'THE AZIMUTH MARK IS 23.0 FEET EAST OF THE CENTER OF U.S.
 NN0780'HIGHWAY NO. 183, 11.6 FEET SOUTH OF THE CENTER OF A WIRE
 NN0780'GATE, 1.3 FEET EAST-NORTHEAST OF A WITNESS POST, AND 0.5 OF A FOOT
 NN0780'EAST OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED RIVERVIEW
 NN0780'1949.
 NN0780'
 NN0780'TO REACH THE STATION FROM THE RIVERVIEW STORE AND POST OFFICE,
 NN0780'GO NORTHERLY ON U.S. HIGHWAY NO. 183 FOR 0.85 OF A MILE TO
 NN0780'THE TOP OF A RISE AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 NN0780'CONTINUE NORTHERLY ON U.S. HIGHWAY NO. 183 FOR 0.85 OF A
 NN0780'MILE TO A POINT ABOUT 50.0 FEET SOUTH OF A HIGHWAY TURN SIGN
 NN0780'AND THE STATION ON THE LEFT AS DESCRIBED.
 NN0780'
 NN0780'AN 87 FOOT SIGNAL AT STATION LAMB 1934 IS VISIBLE AT 4 FEET.
 NN0780'
 NN0780'A 74 FOOT SIGNAL AT STATION PINE IS VISIBLE AT 4 FEET.
 NN0780'
 NN0780'A 4 FOOT SIGNAL AT STATION CUBA IS VISIBLE AT 4 FEET.
 NN0780'
 NN0780'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0248 ***********************************************************************
 LH0248  DESIGNATION -  RIVET
 LH0248  PID         -  LH0248
 LH0248  STATE/COUNTY-  NE/WEBSTER
 LH0248  USGS QUAD   -  AMBOY (1974)
 LH0248
 LH0248                         *CURRENT SURVEY CONTROL
 LH0248  ___________________________________________________________________
 LH0248* NAD 83(1986)-  40 07 15.     (N)    098 26 38.     (W)     SCALED    
 LH0248* NAVD 88     -       522.444  (meters)    1714.05   (feet)  ADJUSTED  
 LH0248  ___________________________________________________________________
 LH0248  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 LH0248  DYNAMIC HT  -         522.128 (meters)    1713.01  (feet)  COMP
 LH0248  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 LH0248
 LH0248  VERT ORDER  -  FIRST     CLASS II
 LH0248
 LH0248.The horizontal coordinates were scaled from a topographic map and have
 LH0248.an estimated accuracy of +/- 6 seconds.
 LH0248
 LH0248.The orthometric height was determined by differential leveling
 LH0248.and adjusted by the National Geodetic Survey in June 1991..
 LH0248.WARNING-Repeat measurements at this control monument indicate possible
 LH0248.vertical movement.
 LH0248
 LH0248.The geoid height was determined by GEOID03.
 LH0248
 LH0248.The dynamic height is computed by dividing the NAVD 88
 LH0248.geopotential number by the normal gravity value computed on the
 LH0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0248.degrees latitude (g = 980.6199 gals.).
 LH0248
 LH0248.The modeled gravity was interpolated from observed gravity values.
 LH0248
 LH0248;                    North         East    Units  Estimated Accuracy
 LH0248;SPC NE       -    33,120.      632,630.      MT  (+/- 180 meters Scaled)
 LH0248
 LH0248                          SUPERSEDED SURVEY CONTROL
 LH0248
 LH0248  NGVD 29 (??/??/92)  522.230  (m)         1713.35   (f) ADJ UNCH    1 2
 LH0248
 LH0248.Superseded values are not recommended for survey control.
 LH0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0248.See file dsdata.txt to determine how the superseded data were derived.
 LH0248
 LH0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK473413(NAD 83)
 LH0248_MARKER: R = RIVET
 LH0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0248_SP_SET: BRIDGE
 LH0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0248
 LH0248  HISTORY     - Date     Condition        Report By
 LH0248  HISTORY     - UNK      MONUMENTED       CBQRR
 LH0248  HISTORY     - 1947     GOOD             NGS
 LH0248
 LH0248                          STATION DESCRIPTION
 LH0248
 LH0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0248'3.5 MI S FROM COWLES.
 LH0248'3.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0248'FROM THE STATION AT COWLES, AT BRIDGE NO. 34.33, THE MOST
 LH0248'SOUTHWESTERLY RIVET AT THE WEST END OF THE SOUTH STEEL I BEAM,
 LH0248'ON TOP OF THE BEAM, 3.4 FEET WEST OF THE WEST RAIL OF THE TRACK,
 LH0248'2.0 FEET EAST OF THE WEST END OF THE BEAM, 1.5 FEET NORTH OF THE
 LH0248'SOUTH EDGE AND 0.55 FOOT SOUTH OF THE NORTH EDGE OF THE BEAM,
 LH0248'1.5 FEET LOWER THAN THE TRACK, AN IRON RIVET WITH A CHISELED
 LH0248'CROSS ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1025 ***********************************************************************
 LH1025  DESIGNATION -  ROBB RESET
 LH1025  PID         -  LH1025
 LH1025  STATE/COUNTY-  NE/FURNAS
 LH1025  USGS QUAD   -  BEAVER CITY (1958)
 LH1025
 LH1025                         *CURRENT SURVEY CONTROL
 LH1025  ___________________________________________________________________
 LH1025* NAD 83(1995)-  40 13 09.17205(N)    099 48 15.79733(W)     ADJUSTED  
 LH1025* NAVD 88     -       723.     (meters)    2372.     (feet)  SCALED    
 LH1025  ___________________________________________________________________
 LH1025  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 LH1025  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 LH1025
 LH1025  HORZ ORDER  -  SECOND
 LH1025
 LH1025.The horizontal coordinates were established by classical geodetic methods
 LH1025.and adjusted by the National Geodetic Survey in August 1997..
 LH1025
 LH1025.The orthometric height was scaled from a topographic map.
 LH1025
 LH1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1025
 LH1025.The geoid height was determined by GEOID03.
 LH1025
 LH1025;                    North         East     Units Scale Factor Converg.
 LH1025;SPC NE       -    42,864.773   516,648.968   MT  0.99990810   +0 07 46.7
 LH1025;UTM  14      - 4,452,398.579   431,557.361   MT  0.99965766   -0 31 09.9
 LH1025
 LH1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1025!SPC NE       -   0.99989043  x   0.99990810  =   0.99979854
 LH1025!UTM  14      -   0.99989043  x   0.99965766  =   0.99954813
 LH1025
 LH1025:                Primary Azimuth Mark                     Grid Az
 LH1025:SPC NE       -  EDISON MUNICIPAL TANK                    021 50 45.5
 LH1025:UTM  14      -  EDISON MUNICIPAL TANK                    022 29 42.1
 LH1025
 LH1025|---------------------------------------------------------------------|
 LH1025| PID    Reference Object                     Distance      Geod. Az  |
 LH1025|                                                           dddmmss.s |
 LH1025| LH1035 EDISON MUNICIPAL TANK               APPROX. 6.7 KM 0215832.2 |
 LH1025| LH1015 OXFORD MUNICIPAL TANK               APPROX.15.1 KM 0752712.5 |
 LH1025| CN9610 ROBB RM 1                            52.070 METERS 11435     |
 LH1025| CN9612 ROBB RM 3                            22.592 METERS 19715     |
 LH1025| CN9611 ROBB RM 2                            48.140 METERS 24529     |
 LH1025| CN9609 ROBB AZ MK RESET                                   2675542.6 |
 LH1025| CN9608 ROBB AZ MK                                         2692719.4 |
 LH1025| LJ0418 HOLBROOK MUNICIPAL TANK             APPROX.19.5 KM 2990309.0 |
 LH1025| LH1036 ARAPAHOE MUNICIPAL TANK             APPROX.12.0 KM 3193804.3 |
 LH1025|---------------------------------------------------------------------|
 LH1025
 LH1025                          SUPERSEDED SURVEY CONTROL
 LH1025
 LH1025  NAD 83(1986)-  40 13 09.17716(N)    099 48 15.80034(W) AD(       ) 2
 LH1025  NAD 27      -  40 13 09.15000(N)    099 48 14.36700(W) AD(       ) 2
 LH1025
 LH1025.Superseded values are not recommended for survey control.
 LH1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1025.See file dsdata.txt to determine how the superseded data were derived.
 LH1025
 LH1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK3155752399(NAD 83)
 LH1025_MARKER: DS = TRIANGULATION STATION DISK
 LH1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1025
 LH1025  HISTORY     - Date     Condition        Report By
 LH1025  HISTORY     - 1935     MONUMENTED       CGS
 LH1025  HISTORY     - 1951     GOOD             CGS
 LH1025  HISTORY     - 1957     POOR             USGS
 LH1025
 LH1025                          STATION DESCRIPTION
 LH1025
 LH1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1025'STATION ROBB IS ABOUT 5-1/2 MILES NORTH, 1 MILE EAST OF BEAVER
 LH1025'CITY, IN THE SOUTHEAST QUARTER OF SEC. 16, T. 3 N., R. 22 W.,
 LH1025'ON THE DIVIDE BETWEEN THE REPUBLICAN RIVER AND BEAVER CREEK.
 LH1025'IT IS ON THE NORTH SIDE OF A GRADED EAST-AND-WEST ROAD AND IS
 LH1025'IN THE FRONT YARD OF THE FARM HOME OWNED BY MISS ELIZABETH ROBB.
 LH1025'THE MARK IS 87-1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LH1025'HOUSE, 41 FEET SOUTH OF THE CENTER OF THE ROAD, 14 FEET WEST
 LH1025'OF A NORTH-AND-SOUTH FENCE, AND PROJECTS 6 INCHES.
 LH1025'
 LH1025'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE
 LH1025'STATION, 22 FEET SOUTH OF THE CENTER OF THE ROAD AND 1 FOOT
 LH1025'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6
 LH1025'INCHES.
 LH1025'
 LH1025'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE
 LH1025'STATION, 24 FEET SOUTH OF THE CENTER OF THE ROAD AND 1 FOOT
 LH1025'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6
 LH1025'INCHES.
 LH1025'
 LH1025'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE
 LH1025'STATION, 30 FEET NORTH OF THE CENTER OF THE ROAD, 2-1/2 FEET
 LH1025'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 74 FEET EAST OF A
 LH1025'FENCE CORNER ON THE NORTH SIDE OF THE ROAD.  THE MARK PROJECTS
 LH1025'4 INCHES.
 LH1025'
 LH1025'THE STATION IS REACHED FROM BEAVER CITY BY GOING NORTH FROM
 LH1025'THE WEST SIDE OF THE SQUARE 0.7 MILE, TURN RIGHT AND GO EAST 0.5
 LH1025'MILE, TURN LEFT AND GO NORTH 5.0 MILES, TURN RIGHT AND GO
 LH1025'EAST 0.7 MILE TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 LH1025'
 LH1025'A 20-FOOT TOWER CLEARED ALL LINES.
 LH1025
 LH1025                          STATION RECOVERY (1951)
 LH1025
 LH1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1025'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 LH1025'IN GOOD CONDITION.  REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK
 LH1025'WERE ESTABLISHED.  A DISCREPANCY WAS FOUND IN THE DISTANCE
 LH1025'AND DIRECTION OF REFERENCE MARK NO. 1, IT IS ASSUMED THAT THE
 LH1025'MARK WAS MOVED WHEN THE ROAD WAS GRADED.  THE STATION MARK WAS
 LH1025'LOWERED 12 INCHES UNDERGROUND.
 LH1025'
 LH1025'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1025'
 LH1025'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHWEST OF EDISON
 LH1025'AND IN A CULTIVATED FIELD.  IT IS 145.0 FEET SOUTHEAST OF A
 LH1025'WINDMILL, 51.0 FEET EAST OF THE CENTER OF A WIRE GATE IN AN
 LH1025'EAST-WEST FENCE LINE, 42.0 FEET NORTH OF THE CENTER OF AN
 LH1025'EAST-WEST GRADED ROAD AND 11.0 FEET NORTH OF AN EAST-WEST
 LH1025'FENCE LINE AND A WITNESS POST.  IT IS SET 12 INCHES UNDERGROUND
 LH1025'AND STAMPED ROBB 1935 1951.
 LH1025'
 LH1025'REFERENCE MARK NO. 1 IS 28.0 FEET SOUTH OF THE CENTER OF AN
 LH1025'EAST-WEST GRADED ROAD AND SET IN AN EAST-WEST FENCE LINE.
 LH1025'IT PROJECTS 10 INCHES AND IS STAMPED ROBB NO 1 1935.
 LH1025'
 LH1025'REFERENCE MARK NO. 3 IS 29.0 FEET SOUTH OF THE CENTER OF AN
 LH1025'EAST-WEST GRADED ROAD AND SET IN AN EAST-WEST FENCE LINE.
 LH1025'IT PROJECTS 2 INCHES AND IS STAMPED ROBB NO 3 1935 1951.
 LH1025'
 LH1025'THE DISTANCE BETWEEN REFERENCE MARKS IS 177.5 FEET.
 LH1025'
 LH1025'THE AZIMUTH MARK IS LOCATED 0.4 MILE WEST OF THE STATION,
 LH1025'0.1 MILE EAST OF A FARM YARD AND ON THE SOUTH RIGHT-OF-WAY OF
 LH1025'AN EAST-WEST GRADED ROAD.  IT IS 33.0 FEET SOUTH OF THE CENTER
 LH1025'OF AN EAST-WEST GRADED ROAD, 6.0 FEET SOUTHEAST OF A WITNESS
 LH1025'POST AND 4.0 FEET SOUTH OF A T FENCE CORNER IN A NORTH-SOUTH
 LH1025'FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED ROBB 1935 RESET
 LH1025'1951.
 LH1025'
 LH1025'TO REACH THE STATION FROM THE DEPOT IN EDISON, GO SOUTH ON THE
 LH1025'MAIN GRAVELED ROAD FOR 4.3 MILES TO A CROSSROAD.  TURN RIGHT,
 LH1025'WEST, ON A GRADED ROAD FOR 1.25 MILES TO A WINDMILL AND THE
 LH1025'STATION ON THE RIGHT AS DESCRIBED.
 LH1025
 LH1025                          STATION RECOVERY (1957)
 LH1025
 LH1025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LH1025'STATION ONLY PARTLY DESTROYED, THE NE CORNERS IS BROKEN OFF
 LH1025'AND THE TABLET IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2094 ***********************************************************************
 MK2094  DESIGNATION -  ROBBIE
 MK2094  PID         -  MK2094
 MK2094  STATE/COUNTY-  NE/SEWARD
 MK2094  USGS QUAD   -  VALPARAISO SW (1969)
 MK2094
 MK2094                         *CURRENT SURVEY CONTROL
 MK2094  ___________________________________________________________________
 MK2094* NAD 83(1995)-  41 01 01.15749(N)    096 59 20.09656(W)     ADJUSTED  
 MK2094* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 MK2094  ___________________________________________________________________
 MK2094  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 MK2094  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 MK2094
 MK2094  HORZ ORDER  -  SECOND
 MK2094
 MK2094.The horizontal coordinates were established by classical geodetic methods
 MK2094.and adjusted by the National Geodetic Survey in August 1997..
 MK2094
 MK2094.The orthometric height was scaled from a topographic map.
 MK2094
 MK2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2094
 MK2094.The geoid height was determined by GEOID03.
 MK2094
 MK2094;                    North         East     Units Scale Factor Converg.
 MK2094;SPC NE       -   135,825.520   753,144.586   MT  0.99969476   +1 59 43.6
 MK2094;UTM  14      - 4,542,590.964   669,096.715   MT  0.99995193   +1 19 12.5
 MK2094
 MK2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2094!SPC NE       -   0.99992935  x   0.99969476  =   0.99962413
 MK2094!UTM  14      -   0.99992935  x   0.99995193  =   0.99988129
 MK2094
 MK2094|---------------------------------------------------------------------|
 MK2094| PID    Reference Object                     Distance      Geod. Az  |
 MK2094|                                                           dddmmss.s |
 MK2094| CL8290 ROBBIE RM 2                          20.567 METERS 00124     |
 MK2094| CL8289 ROBBIE RM 1                          15.042 METERS 26955     |
 MK2094| MK1873 DWIGHT MUNICIPAL TANK               APPROX. 7.7 KM 3401055.5 |
 MK2094|---------------------------------------------------------------------|
 MK2094
 MK2094                          SUPERSEDED SURVEY CONTROL
 MK2094
 MK2094  NAD 83(1986)-  41 01 01.16672(N)    096 59 20.09657(W) AD(       ) 2
 MK2094  NAD 27      -  41 01 01.13199(N)    096 59 18.97718(W) AD(       ) 2
 MK2094
 MK2094.Superseded values are not recommended for survey control.
 MK2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2094.See file dsdata.txt to determine how the superseded data were derived.
 MK2094
 MK2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6909742591(NAD 83)
 MK2094_MARKER: DD = SURVEY DISK
 MK2094_SETTING: 0 = UNSPECIFIED SETTING
 MK2094
 MK2094  HISTORY     - Date     Condition        Report By
 MK2094  HISTORY     - 1967     MONUMENTED       USGS
 MK2094
 MK2094                          STATION DESCRIPTION
 MK2094
 MK2094'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2094'THE STATION IS LOCATED ABOUT 9.0 MI W. OF AGNEW, T. 12 N., R. 4
 MK2094'E., NEAR THE COR. SECS. 8, 9, 16 AND 17, 33 FT S., 456 FT W. OF
 MK2094'CENTER OF CROSSROADS, 2 FT S. OF FENCE LINE AND USGS WITNESS
 MK2094'POST ON TOP OF HIGH BANK.
 MK2094'
 MK2094'TO REACH THE STATION FROM RR. CROSSING AT AGNEW, GO W. ALONG CO.
 MK2094'RD. FOR 9.3 MI TO STATION ON LEFT (S.)
 MK2094'
 MK2094'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK2094'0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12
 MK2094'IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2094'
 MK2094'STATION MARK IS STAMPED ET ROBBIE 1967.
 MK2094'
 MK2094'REFERENCE MARK 1 IS W. OF THE STATION, 33 FT S., 506 FT W. OF
 MK2094'CENTER OF CROSSROAD, 1 FT S. OF FENCE, STAMPED ROBBIE NO 1 1967
 MK2094'
 MK2094'REFERENCE MARK 2 IS N. OF THE STATION, 35 FT N., 456 FT W. OF
 MK2094'CENTER OF CROSSROADS, 3 FT S. OF FENCE STAMPED ROBBIE NO 2 1967.
 MK2094'
 MK2094'AZIMUTH MARK - MWT IN DWIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2099 ***********************************************************************
 MK2099  DESIGNATION -  ROBERT
 MK2099  PID         -  MK2099
 MK2099  STATE/COUNTY-  NE/BUTLER
 MK2099  USGS QUAD   -  LOMA (1969)
 MK2099
 MK2099                         *CURRENT SURVEY CONTROL
 MK2099  ___________________________________________________________________
 MK2099* NAD 83(1995)-  41 08 24.86612(N)    096 58 39.42292(W)     ADJUSTED  
 MK2099* NAVD 88     -       505.     (meters)    1657.     (feet)  SCALED    
 MK2099  ___________________________________________________________________
 MK2099  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 MK2099  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 MK2099
 MK2099  HORZ ORDER  -  SECOND
 MK2099
 MK2099.The horizontal coordinates were established by classical geodetic methods
 MK2099.and adjusted by the National Geodetic Survey in August 1997..
 MK2099
 MK2099.The orthometric height was scaled from a topographic map.
 MK2099
 MK2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2099
 MK2099.The geoid height was determined by GEOID03.
 MK2099
 MK2099;                    North         East     Units Scale Factor Converg.
 MK2099;SPC NE       -   149,533.858   753,615.805   MT  0.99967884   +2 00 10.5
 MK2099;UTM  14      - 4,556,296.471   669,729.249   MT  0.99995456   +1 19 51.1
 MK2099
 MK2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2099!SPC NE       -   0.99992493  x   0.99967884  =   0.99960380
 MK2099!UTM  14      -   0.99992493  x   0.99995456  =   0.99987950
 MK2099
 MK2099|---------------------------------------------------------------------|
 MK2099| PID    Reference Object                     Distance      Geod. Az  |
 MK2099|                                                           dddmmss.s |
 MK2099| CL7460 ROBERT RM 2                          26.883 METERS 06409     |
 MK2099| CL7459 ROBERT RM 1                          21.113 METERS 31654     |
 MK2099| MK1868 BRAINARD MUNICIPAL TANK             APPROX. 5.3 KM 3373316.8 |
 MK2099|---------------------------------------------------------------------|
 MK2099
 MK2099                          SUPERSEDED SURVEY CONTROL
 MK2099
 MK2099  NAD 83(1986)-  41 08 24.87538(N)    096 58 39.42332(W) AD(       ) 2
 MK2099  NAD 27      -  41 08 24.84050(N)    096 58 38.30870(W) AD(       ) 2
 MK2099
 MK2099.Superseded values are not recommended for survey control.
 MK2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2099.See file dsdata.txt to determine how the superseded data were derived.
 MK2099
 MK2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6972956296(NAD 83)
 MK2099_MARKER: DD = SURVEY DISK
 MK2099_SETTING: 0 = UNSPECIFIED SETTING
 MK2099
 MK2099  HISTORY     - Date     Condition        Report By
 MK2099  HISTORY     - 1967     MONUMENTED       USGS
 MK2099
 MK2099                          STATION DESCRIPTION
 MK2099
 MK2099'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2099'THE STATION IS LOCATED APPROX. 3.0 MI S. AND 1.5 MI E. OF
 MK2099'BRAINERD, T. 14 N., R. 4 E., NEAR THE CENTER OF SEC. 33, 11 FT NE.
 MK2099'OF FENCE, 39 FT SW. OF RR., 53 FT S. OF RR. AND FIELD RD. CROSSING,
 MK2099'11 FT NE. OF USGS WITNESS POST.
 MK2099'
 MK2099'TO REACH THE STATION FROM THE WATER TANK IN BRAINERD, GO W. 0.1
 MK2099'MI TO COUNTY RD. 392, TURN LEFT (S.) AND GO 4.5 MI TO CROSSROADS,
 MK2099'TURN LEFT (E.) AND GO 1.0 MI TO CROSSROADS, TURN LEFT (N.) AND GO
 MK2099'1.0 MI TO T-RD. S., TURN RIGHT (E.) AND GO 0.9 MI TO A FIELD RD.
 MK2099'ON LEFT, TURN SHARP LEFT (NW.) AND GO ALONG FIELD RD. FOR 0.3 MI,
 MK2099'BEAR RIGHT ONTO RR. RIGHT-OF-WAY AND CONTINUE ALONG RR.
 MK2099'RIGHT-OF-WAY FOR 0.4 MI TO STATION.
 MK2099'
 MK2099'ALL MARKS ARE FLUSH WITH GROUND.  STANDARD TABLETS CRIMPED ON 0.5
 MK2099'IN. RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN. LONG FILLED
 MK2099'WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2099'
 MK2099'THE STATION MARK IS STAMPED ET ROBERT 1967.
 MK2099'
 MK2099'REFERENCE MARK 1 IS NW. OF THE STATION, 3 FT S., 3 FT E. OF FENCE
 MK2099'CORNER, 61 FT W. OF CENTER OF RR. AND FIELD RD. CROSSING, STAMPED
 MK2099'ROBERT NO 1 1967.
 MK2099'
 MK2099'REFERENCE MARK 2 IS E. OF STATION, 66 FT E. OF CENTER OF RR. AT
 MK2099'FIELD RD. CROSSING, STAMPED ROBERT NO. 2 1967.
 MK2099'
 MK2099'AZIMUTH MARK WT IN VILLAGE OF BRAINERD, APPROX. 3.5 MI NNW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0427 ***********************************************************************
 NO0427  DESIGNATION -  ROBINSON
 NO0427  PID         -  NO0427
 NO0427  STATE/COUNTY-  NE/CHERRY
 NO0427  USGS QUAD   -  ROSE VALLEY (1987)
 NO0427
 NO0427                         *CURRENT SURVEY CONTROL
 NO0427  ___________________________________________________________________
 NO0427* NAD 83(1995)-  42 10 46.85452(N)    100 50 56.66008(W)     ADJUSTED  
 NO0427* NAVD 88     -      1036.78   (+/-2cm)    3401.5    (feet)  VERTCON   
 NO0427  ___________________________________________________________________
 NO0427  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 NO0427  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 NO0427
 NO0427  HORZ ORDER  -  FIRST
 NO0427  VERT ORDER  -  THIRD ? (See Below)
 NO0427
 NO0427.The horizontal coordinates were established by classical geodetic methods
 NO0427.and adjusted by the National Geodetic Survey in August 1997..
 NO0427
 NO0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0427.The vertical order pertains to the NGVD 29 superseded value.
 NO0427
 NO0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0427
 NO0427.The geoid height was determined by GEOID03.
 NO0427
 NO0427;                    North         East     Units Scale Factor Converg.
 NO0427;SPC NE       -   260,854.734   429,872.194   MT  0.99972771   -0 33 45.6
 NO0427;UTM  14      - 4,671,381.252   347,293.142   MT  0.99988694   -1 14 30.5
 NO0427
 NO0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0427!SPC NE       -   0.99984072  x   0.99972771  =   0.99956847
 NO0427!UTM  14      -   0.99984072  x   0.99988694  =   0.99972767
 NO0427
 NO0427:                Primary Azimuth Mark                     Grid Az
 NO0427:SPC NE       -  ROBINSON RM 1 AZIMUTH                    007 49 06.5
 NO0427:UTM  14      -  ROBINSON RM 1 AZIMUTH                    008 29 51.4
 NO0427
 NO0427|---------------------------------------------------------------------|
 NO0427| PID    Reference Object                     Distance      Geod. Az  |
 NO0427|                                                           dddmmss.s |
 NO0427| CO3608 ROBINSON RM 1 AZIMUTH                              0071520.9 |
 NO0427| CO3609 ROBINSON RM 2                        30.928 METERS 15921     |
 NO0427| CO3610 ROBINSON RM 3                        33.821 METERS 33709     |
 NO0427|---------------------------------------------------------------------|
 NO0427
 NO0427                          SUPERSEDED SURVEY CONTROL
 NO0427
 NO0427  NAD 83(1986)-  42 10 46.85420(N)    100 50 56.66569(W) AD(       ) 1
 NO0427  NAD 27      -  42 10 46.85900(N)    100 50 55.13000(W) AD(       ) 1
 NO0427  NGVD 29 (07/19/86) 1036.45   (m)         3400.4    (f) LEVELING    3  
 NO0427
 NO0427.Superseded values are not recommended for survey control.
 NO0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0427.See file dsdata.txt to determine how the superseded data were derived.
 NO0427
 NO0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM4729371381(NAD 83)
 NO0427_MARKER: DS = TRIANGULATION STATION DISK
 NO0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0427
 NO0427  HISTORY     - Date     Condition        Report By
 NO0427  HISTORY     - 1933     MONUMENTED       CGS
 NO0427  HISTORY     - 1949     GOOD             CGS
 NO0427
 NO0427                          STATION DESCRIPTION
 NO0427
 NO0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0427'ABOUT 9 MILES DUE NORTH OF SENECA IN SOUTHEAST QUARTER OF
 NO0427'SEC. 31, T. 26 N., R. 30 W., ON A HIGH PROMINENT HILL KNOWN
 NO0427'LOCALLY AS GEANT HILL ON PROPERTY OWNED BY A MR. ROBINSON
 NO0427'WHO LIVES AT NORTH BASE OF HILL.
 NO0427'
 NO0427'REACHED FROM SENECA BY FOLLOWING STATE HIGHWAY 2 EAST FROM
 NO0427'MAIN CORNER 0.5 MILE TO ROAD LEADING NORTH, ACROSS RAILROAD
 NO0427'AND RIVER BRIDGE.  FOLLOW THIS ROAD NORTH 9.2 MILES TO A ROAD
 NO0427'LEADING WEST IN SOUTH EDGE OF A VALLEY.  FOLLOW TRAIL WEST
 NO0427'2.1 MILES TO THE ROBINSON HOUSE.  FROM HERE WORK WAY OVER
 NO0427'SANDY RIDGES, SOUTH AND SOUTHWEST ABOUT 1.0 MILE TO STATION.
 NO0427'
 NO0427'STATION IS NEAR MIDDLE OF RIDGE FORMING SUMMIT OF HILL, ABOUT
 NO0427'300 PACES SOUTH OF MID-SECTION-LINE FENCE AND 84 PACES WEST OF
 NO0427'FENCE BETWEEN SECTIONS 31 AND 32.
 NO0427'
 NO0427'REFERENCE MARK NO. 1 (AZIMUTH) IS ABOUT 200 YARDS NORTH BY
 NO0427'WEST OF SECTION CORNER MARK OF SECTIONS 31 AND 32, ON FIRST
 NO0427'PROMINENT SAND KNOLL.
 NO0427'
 NO0427'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION AND ON SAME
 NO0427'RIDGE.  REFERENCE MARK NO. 3 IS NORTH BY NORTHWEST OF STATION
 NO0427'ON SAME HILL AS STATION, WHICH RUNS NORTHWEST AND SOUTHEAST.
 NO0427'
 NO0427'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE SET
 NO0427'AS DESCRIBED.
 NO0427'
 NO0427'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.06 METERS.
 NO0427
 NO0427                          STATION RECOVERY (1949)
 NO0427
 NO0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0427'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 NO0427'REFERENCE MARK NO. 3 WERE RECOVERED AND ARE IN GOOD CONDITION.
 NO0427'
 NO0427'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NO0427'
 NO0427'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH OF SENECA ON
 NO0427'LAND OWNED BY MR. JIM MILLER WHO LIVES ABOUT 1.75 MILES
 NO0427'EAST-NORTHEAST OF THE STATION.  IT IS ON THE HIGHEST POINT OF
 NO0427'LONG RIDGE ABOUT HALF-WAY ACROSS THE RIDGE AND 250 FEET WEST
 NO0427'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED ROBINSON 1933
 NO0427'AND PROJECTS 15 INCHES.  NOTES 1A AND 7A.
 NO0427'
 NO0427'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION AND
 NO0427'ON THE SAME RIDGE AS THE STATION.  IT IS A STANDARD DISK
 NO0427'CEMENTED IN THE TOP OF A 4 INCH IRON SOIL PIPE.  IT IS STAMPED
 NO0427'ROBINSON NO 2 1933 AND PROJECTS 4 INCHES.
 NO0427'
 NO0427'REFERENCE MARK NO. 3 IS NORTH-NORTHWEST OF THE STATION, NEAR
 NO0427'THE NORTH END OF THE RIDGE THE STATION IS LOCATED ON.  IT IS A
 NO0427'STANDARD DISK CEMENTED IN THE TOP OF A 4 INCH IRON SOIL PIPE.
 NO0427'IT IS STAMPED ROBINSON NO 3 1933 AND PROJECTS 4 INCHES.
 NO0427'
 NO0427'REFERENCE MARK NO 1 WAS USED AS THE AZIMUTH MARK AND IS
 NO0427'NORTH-NORTHEAST OF THE STATION ON THE HIGHEST POINT OF SMALL
 NO0427'SAND HILL AND ABOUT 0.2 MILE WEST OF FENCE LINE.  IT IS A
 NO0427'STANDARD DISK CEMENTED IN THE TOP OF A 4 INCH IRON SOIL PIPE.
 NO0427'IT IS STAMPED ROBINSON NO 1 1933 AND PROJECTS 8 INCHES.
 NO0427'
 NO0427'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ALONG
 NO0427'FENCE LINE TO CURVE IN THE FENCE LINE AND MARK IS ABOUT 0.2
 NO0427'MILE WEST AS DESCRIBED.
 NO0427'
 NO0427'TO REACH THE STATION FROM THE RAILROAD STATION IN SENECA, GO
 NO0427'EAST ON THE SOUTH SIDE OF TRACKS FOR 0.35 MILE TO T-ROAD
 NO0427'NORTH, TURN LEFT AND GO NORTH ACROSS TRACKS AND BRIDGE FOR
 NO0427'5.5 MILES TO SCHOOL ON THE RIGHT, CONTINUE NORTH ON MAIN
 NO0427'ROAD FOR 4.9 MILES TO FARM ROAD LEFT ALONG THE SOUTH SIDE
 NO0427'OF FENCED IN TREES, TURN LEFT AND GO WEST FOR 0.5 MILE TO FORKS
 NO0427'JUST SOUTH OF MR. MILLERS HOUSE, TURN SHARP LEFT AND GO
 NO0427'0.1 MILE TO FORKS, KEEP RIGHT FORK AND GO 0.05 MILE TO GATE IN
 NO0427'EAST-WEST FENCE LINE, GO THROUGH GATE AND CONTINUE ON TRACK
 NO0427'ROAD FOR 0.05 MILE TO DIM ROAD LEFT, TURN LEFT AND GO
 NO0427'WEST-SOUTHWEST FOR 0.45 MILE TO GATE IN NORTH-SOUTH FENCE
 NO0427'LINE JUST EAST OF OLD WINDMILL AND TANK, GO THROUGH GATE AND
 NO0427'CONTINUE ON TRACK ROAD FOR 0.2 MILE TO GATE, GO THROUGH
 NO0427'GATE AND TURN LEFT ON TRACK ROAD GO 0.35 MILE TO WINDMILL,
 NO0427'PASS TO THE RIGHT OF WINDMILL AND GO 0.1 MILE ON TRACK
 NO0427'ROAD, TURN RIGHT AND GO WESTERLY UP HILL FOR 0.65 MILE TO
 NO0427'NORTH-SOUTH FENCE LINE AND THE END OF TRUCK TRAVEL, THE
 NO0427'STATION IS ABOUT 250 FEET WEST OF FENCE AS DESCRIBED.
 NO0427'
 NO0427'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NO0427'
 NO0427'A 74 FOOT SIGNAL AT STATION HANNA IS VISIBLE AT 4 FEET.
 NO0427'
 NO0427'A 4 FOOT SIGNAL AT STATION DANIELS 1933 IS VISIBLE AT 4 FEET.
 NO0427'
 NO0427'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 4 FEET.
 NO0427'
 NO0427'A 4 FOOT SIGNAL AT STATION SHANLEY (USGS) IS VISIBLE AT 4 FEET.
 NO0427'
 NO0427'A 4 FOOT SIGNAL AT STATION BIG CREEK 1933 IS VISIBLE AT 4
 NO0427'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0756 ***********************************************************************
 NN0756  DESIGNATION -  ROCK
 NN0756  PID         -  NN0756
 NN0756  STATE/COUNTY-  NE/ROCK
 NN0756  USGS QUAD   -  STONEHOUSE RANCH NW (1981)
 NN0756
 NN0756                         *CURRENT SURVEY CONTROL
 NN0756  ___________________________________________________________________
 NN0756* NAD 83(1995)-  42 14 51.10001(N)    099 28 05.65532(W)     ADJUSTED  
 NN0756* NAVD 88     -       808.     (meters)    2651.     (feet)  SCALED    
 NN0756  ___________________________________________________________________
 NN0756  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 NN0756  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 NN0756
 NN0756  HORZ ORDER  -  SECOND
 NN0756
 NN0756.The horizontal coordinates were established by classical geodetic methods
 NN0756.and adjusted by the National Geodetic Survey in August 1997..
 NN0756
 NN0756.The orthometric height was scaled from a topographic map.
 NN0756
 NN0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0756
 NN0756.The geoid height was determined by GEOID03.
 NN0756
 NN0756;                    North         East     Units Scale Factor Converg.
 NN0756;SPC NE       -   268,179.466   543,874.183   MT  0.99974236   +0 21 08.6
 NN0756;UTM  14      - 4,677,365.667   461,372.282   MT  0.99961836   -0 18 53.3
 NN0756
 NN0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0756!SPC NE       -   0.99987683  x   0.99974236  =   0.99961922
 NN0756!UTM  14      -   0.99987683  x   0.99961836  =   0.99949523
 NN0756
 NN0756:                Primary Azimuth Mark                     Grid Az
 NN0756:SPC NE       -  ROCK AZ MK                               028 22 30.0
 NN0756:UTM  14      -  ROCK AZ MK                               029 02 31.9
 NN0756
 NN0756|---------------------------------------------------------------------|
 NN0756| PID    Reference Object                     Distance      Geod. Az  |
 NN0756|                                                           dddmmss.s |
 NN0756| CO3614 ROCK AZ MK                                         0284338.6 |
 NN0756| CO3615 ROCK RM 1                            12.067 METERS 24203     |
 NN0756| CO3616 ROCK RM 2                            16.471 METERS 32036     |
 NN0756|---------------------------------------------------------------------|
 NN0756
 NN0756                          SUPERSEDED SURVEY CONTROL
 NN0756
 NN0756  NAD 83(1986)-  42 14 51.10553(N)    099 28 05.66751(W) AD(       ) 2
 NN0756  NAD 27      -  42 14 51.10100(N)    099 28 04.25500(W) AD(       ) 2
 NN0756
 NN0756.Superseded values are not recommended for survey control.
 NN0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0756.See file dsdata.txt to determine how the superseded data were derived.
 NN0756
 NN0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6137277366(NAD 83)
 NN0756_MARKER: DS = TRIANGULATION STATION DISK
 NN0756_SETTING: 0 = UNSPECIFIED SETTING
 NN0756
 NN0756  HISTORY     - Date     Condition        Report By
 NN0756  HISTORY     - 1949     MONUMENTED       CGS
 NN0756
 NN0756                          STATION DESCRIPTION
 NN0756
 NN0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0756'THE STATION IS LOCATED ABOUT 24.0 MILES SOUTH OF BASSETT
 NN0756'AND 6.75 MILES NORTH OF THE ROSE POST OFFICE ON THE SUMMIT
 NN0756'OF HILL WHERE HIGHWAY BEARS TO THE EAST AROUND THE HILL.  IT IS
 NN0756'ON THE HIGHEST POINT OF THE HILL, 36 FEET EAST OF FENCE CORNER
 NN0756'AND 42 FEET EAST-NORTHEAST OF WITNESS POST.  IT IS A STANDARD
 NN0756'STATION DISK SET IN THE TOP OF A 4 INCH IRON PIPE PROJECTING
 NN0756'11 INCHES.  IT IS STAMPED ROCK 1949.
 NN0756'
 NN0756'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, 3 FEET
 NN0756'NORTH OF WITNESS POST, 1 FOOT EAST OF NORTH-SOUTH FENCE LINE
 NN0756'AND 1 FOOT NORTH OF TRIANGULAR BLAZED FENCE POST.  IT IS STAMPED
 NN0756'ROCK NO 1 1949 AND PROJECTS 4 INCHES.
 NN0756'
 NN0756'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 1 FOOT EAST
 NN0756'OF FENCE LINE AND ON THE NORTHWEST SLOPE OF THE HILL.  IT IS
 NN0756'STAMPED ROCK NO 2 1949 AND PROJECTS 3 INCHES.
 NN0756'
 NN0756'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, 33 FEET
 NN0756'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 183, 4 FEET SOUTHEAST
 NN0756'OF WITNESS POST AND 1 FOOT SOUTHWEST OF FENCE LINE.  IT IS
 NN0756'STAMPED ROCK 1949 AND PROJECTS 4 INCHES.
 NN0756'
 NN0756'TO REACH THE STATION FROM THE ROSE POST OFFICE, GO NORTH ON
 NN0756'U.S. HIGHWAY 183 FOR 2.2 MILES TO THE MIDWAY STORE ON THE RIGHT,
 NN0756'CONTINUE NORTH ON U.S. HIGHWAY 183 FOR 1.4 MILES TO CROSSROADS,
 NN0756'CONTINUE NORTH ON U.S. HIGHWAY 183 FOR 3.15 MILES TO FENCE
 NN0756'CORNERS ON THE RIGHT AND LEFT, CONTINUE NORTH ON U.S. HIGHWAY
 NN0756'183 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 NN0756'TURN SHARP LEFT OFF THE HIGHWAY AND GO SOUTHWEST ACROSS MEADOW
 NN0756'TO TOP OF HILL AND STATION AS DESCRIBED.
 NN0756'
 NN0756'A 4 FOOT SIGNAL AT ROSE HILL IS VISIBLE AT 4 FEET.
 NN0756'
 NN0756'A 74 FOOT SIGNAL AT DUFF 1934 IS VISIBLE AT 4 FEET.
 NN0756'
 NN0756'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1027 ***********************************************************************
 LH1027  DESIGNATION -  ROCKTON
 LH1027  PID         -  LH1027
 LH1027  STATE/COUNTY-  NE/FURNAS
 LH1027  USGS QUAD   -  BEAVER CITY SW (1957)
 LH1027
 LH1027                         *CURRENT SURVEY CONTROL
 LH1027  ___________________________________________________________________
 LH1027* NAD 83(1995)-  40 03 49.28644(N)    099 59 13.67492(W)     ADJUSTED  
 LH1027* NAVD 88     -       734.     (meters)    2408.     (feet)  SCALED    
 LH1027  ___________________________________________________________________
 LH1027  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 LH1027  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 LH1027
 LH1027  HORZ ORDER  -  FIRST
 LH1027
 LH1027.The horizontal coordinates were established by classical geodetic methods
 LH1027.and adjusted by the National Geodetic Survey in August 1997..
 LH1027
 LH1027.The orthometric height was scaled from a topographic map.
 LH1027
 LH1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1027
 LH1027.The geoid height was determined by GEOID03.
 LH1027
 LH1027;                    North         East     Units Scale Factor Converg.
 LH1027;SPC NE       -    25,578.119   501,097.802   MT  0.99997183   +0 00 30.7
 LH1027;SPC KS N     -   193,962.210   230,472.755   MT  1.00005752   -1 15 26.2
 LH1027;UTM  14      - 4,435,293.084   415,816.330   MT  0.99968724   -0 38 07.4
 LH1027
 LH1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1027!SPC NE       -   0.99988868  x   0.99997183  =   0.99986051
 LH1027!SPC KS N     -   0.99988868  x   1.00005752  =   0.99994619
 LH1027!UTM  14      -   0.99988868  x   0.99968724  =   0.99957595
 LH1027
 LH1027:                Primary Azimuth Mark                     Grid Az
 LH1027:SPC NE       -  ROCKTON AZ MK                            179 25 47.7
 LH1027:SPC KS N     -  ROCKTON AZ MK                            180 41 44.6
 LH1027:UTM  14      -  ROCKTON AZ MK                            180 04 25.8
 LH1027
 LH1027|---------------------------------------------------------------------|
 LH1027| PID    Reference Object                     Distance      Geod. Az  |
 LH1027|                                                           dddmmss.s |
 LH1027| CN9616 ROCKTON AZ MK                                      1792618.4 |
 LH1027| LH1029 TT 134                              171.212 METERS 18515     |
 LH1027| CN9617 ROCKTON RM 1                         43.250 METERS 20458     |
 LH1027| KH0723 NORCATUR ST MARKS EVAN LUTH CH      APPROX.30.5 KM 2142938.9 |
 LH1027| KH0722 NORCATUR MUNICIPAL TANK             APPROX.30.4 KM 2145637.2 |
 LH1027| CN9618 ROCKTON RM 2                         35.831 METERS 32655     |
 LH1027|---------------------------------------------------------------------|
 LH1027
 LH1027                          SUPERSEDED SURVEY CONTROL
 LH1027
 LH1027  NAD 83(1986)-  40 03 49.29128(N)    099 59 13.67830(W) AD(       ) 1
 LH1027  NAD 27      -  40 03 49.27000(N)    099 59 12.21900(W) AD(       ) 1
 LH1027
 LH1027.Superseded values are not recommended for survey control.
 LH1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1027.See file dsdata.txt to determine how the superseded data were derived.
 LH1027
 LH1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1581635293(NAD 83)
 LH1027_MARKER: DS = TRIANGULATION STATION DISK
 LH1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1027_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1027
 LH1027  HISTORY     - Date     Condition        Report By
 LH1027  HISTORY     - 1934     MONUMENTED       CGS
 LH1027  HISTORY     - 1935     GOOD             CGS
 LH1027  HISTORY     - 1950     GOOD             CGS
 LH1027  HISTORY     - 1962     GOOD             CGS
 LH1027
 LH1027                          STATION DESCRIPTION
 LH1027
 LH1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1027'STATION IS IN THE SOUTHWEST QUARTER OF SEC. 12, T. 1 N., R. 24 W.,
 LH1027'4-3/4 MILES SOUTH AND 1 MILE WEST OF HENDLEY, AND 6-1/2 MILES WEST
 LH1027'AND 3-1/4 MILES SOUTH OF WILSONVILLE, ON THE LAND OF MR. HENRY
 LH1027'BRAKHAHN.  STATION IS IN THE FENCE LINE WHICH IS 40 FEET EAST OF
 LH1027'CENTERLINE OF NORTH-SOUTH SECTION-LINE ROAD AND 0.4 MILE SOUTH OF
 LH1027'THE HOUSE OF MR. BEN KNAPPERT, AND PROJECTS 8 INCHES ABOVE
 LH1027'GROUND.
 LH1027'
 LH1027'STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAY 21 AND
 LH1027'THE KANSAS-NEBRASKA STATE LINE BY GOING NORTH ON STATE HIGHWAY 21
 LH1027'FOR 1.0 MILE TO CROSS ROAD.  TURN LEFT AND GO 4.2 MILES WEST, TURN
 LH1027'RIGHT AND GO 3.0 MILES NORTH, TURN LEFT AND GO 1.0 MILE WEST,
 LH1027'TURN RIGHT AND GO 0.2 MILE NORTH TO STATION ON RIGHT (EAST).
 LH1027'
 LH1027'REFERENCE MARK NO. 1 IS 141.90 FEET (43.255 METERS) NORTHWEST OF
 LH1027'STATION, IN FENCE LINE WHICH IS 24 FEET WEST OF CENTERLINE OF ROAD,
 LH1027'AND 12 FEET NORTH OF A TELEPHONE POLE.
 LH1027'
 LH1027'REFERENCE MARK NO. 2 IS 117.55 FEET (35.830 METERS) SOUTHWEST OF
 LH1027'STATION, IN FENCE LINE WHICH IS 24 FEET WEST OF CENTERLINE OF ROAD.
 LH1027'
 LH1027'AZIMUTH MARK IS 0.7 MILE SOUTH OF STATION, IN FENCE LINE WHICH IS
 LH1027'35 FEET WEST OF CENTERLINE OF ROAD, AND 0.5 MILE SOUTH OF CROSS
 LH1027'ROAD.  TO REACH FROM STATION, GO SOUTH FOR 0.7 MILE TO TOP OF GRADE
 LH1027'AND MARK ON RIGHT.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 LH1027'
 LH1027'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LH1027
 LH1027                          STATION RECOVERY (1935)
 LH1027
 LH1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1027'STATION ROCKTON WAS RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.
 LH1027'STATION IS 0.5 MILE WEST AND 4.5 MILES SOUTH OF HENDLEY, 0.4 MILE
 LH1027'SOUTH OF THE BEN KNAPPERT FARMHOUSE, 40 FEET EAST OF CENTER OF
 LH1027'GRADED ROAD, IN FENCE LINE, 0.2 MILE NORTH OF SECTION-LINE ROAD,
 LH1027'AND 0.8 MILE SOUTH OF WIDE WELL-GRADED EAST-WEST COUNTY ROAD.
 LH1027'STATION PROJECTS 6 INCHES.
 LH1027'
 LH1027'REFERENCE MARK NO. 1  PROJECTS 6
 LH1027'INCHES, 25 FEET WEST OF CENTER OF ROAD, 1/2 FOOT WEST OF FENCE, AND
 LH1027'IS SOUTH-SOUTHWEST OF STATION.
 LH1027'
 LH1027'REFERENCE MARK NO. 2 IS MARKED ACCORDING TO NOTE 11B, PROJECTS
 LH1027'6 INCHES, 25 FEET WEST OF CENTER OF ROAD, 1/2 FOOT WEST OF FENCE,
 LH1027'AND IS NORTH-NORTHWEST OF STATION.
 LH1027'
 LH1027'AZIMUTH MARK  PROJECTS 5 INCHES, IS
 LH1027'IN FENCE LINE, 35 FEET WEST OF CENTER OF ROAD, AND IS SOUTH OF
 LH1027'STATION.
 LH1027'
 LH1027'ALL REFERENCE MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 LH1027'
 LH1027'ONLY THE REFERENCE MARKS ARE VISIBLE FROM GROUND.
 LH1027'
 LH1027'A 50-FOOT TOWER WAS USED.
 LH1027'
 LH1027'STATION IS REACHED FROM HENDLEY BY DRIVING EAST FROM HENDLEY GARAGE
 LH1027'4 BLOCKS, TURN RIGHT (SOUTH) ON GRADED ROAD FOR 4.0 MILES, TURN
 LH1027'RIGHT (WEST) 1.0 MILE, TURN LEFT (SOUTH) 0.8 MILE TO STATION.
 LH1027
 LH1027                          STATION RECOVERY (1950)
 LH1027
 LH1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LH1027'THE STATION MARK AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED AND
 LH1027'ARE IN EXCELLENT CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK
 LH1027'NO. 2 WERE RECOVERED AND ARE IN GOOD CONDITION.  A DISCREPANCY
 LH1027'WAS FOUND IN THE DIRECTIONS OF REFERENCE MARK NO. 1 AND REFERENCE
 LH1027'MARK NO. 2 AND IT IS ASSUMED THAT THE 1950 DIRECTIONS ARE
 LH1027'CORRECT.
 LH1027'
 LH1027'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1027'
 LH1027'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 0.5 MILE WEST
 LH1027'OF HENDLEY ALONG A NORTH-SOUTH ROAD RIGHT-OF-WAY.  IT IS ABOUT 0.25
 LH1027'MILE NORTH OF A CROSSROAD, 25.0 FEET EAST OF THE CENTER OF A
 LH1027'GRADED ROAD, 8.0 FEET WEST-SOUTHWEST OF A POWERLINE POLE, 5.5 FEET
 LH1027'WEST OF A FENCE AND 1.5 FEET WEST OF A WITNESS POST.  IT PROJECTS
 LH1027'5 INCHES AND IS STAMPED ROCKTON 1934.
 LH1027'
 LH1027'REFERENCE MARK NO. 1 IS LOCATED DIRECTLY UNDER A TELEPHONE LINE AND
 LH1027'FENCE, 38.0 FEET WEST OF THE CENTER OF A GRADED ROAD AND ABOUT 2.5
 LH1027'FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 4 INCHES AND
 LH1027'IS STAMPED ROCKTON NO 1 1934.
 LH1027'
 LH1027'REFERENCE MARK NO. 2 IS LOCATED DIRECTLY UNDER A TELEPHONE LINE AND
 LH1027'FENCE, 38.0 FEET WEST OF THE CENTER OF A GRADED ROAD AND ABOUT 2.5
 LH1027'FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 3 INCHES AND
 LH1027'IS STAMPED ROCKTON NO 2 1934.
 LH1027'
 LH1027'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LH1027'IS 227.16 FEET.
 LH1027'
 LH1027'THE AZIMUTH MARK IS 28.0 FEET WEST OF THE CENTER OF A TRACK
 LH1027'ROAD, 1.0 FOOT NORTH OF A WITNESS POST AND 1.0 FOOT EAST
 LH1027'OF A FENCE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED ROCKTON
 LH1027'AZI 1934.
 LH1027'
 LH1027'TT 134 (USGS) IS LOCATED ABOUT 0.1 MILE SOUTH OF THE STATION, 120.0
 LH1027'FEET NORTH OF THE CENTER OF A FARM DRIVEWAY, 36.0 FEET WEST OF THE
 LH1027'CENTER OF A GRADED ROAD AND 8.0 FEET NORTH OF A TELEPHONE POLE.  IT
 LH1027'IS A STANDARD U.S.G.S. DISK SET IN A 6 INCH BY 6 INCH CONCRETE
 LH1027'POST PROJECTING 6 INCHES AND IS STAMPED TT 134 EV 1949.
 LH1027'
 LH1027'TO REACH THE STATION FROM THE POST OFFICE IN HENDLEY, GO WEST ON A
 LH1027'GRADED STREET FOR 0.15 MILE TO STATE ROUTE NO. 89, TURN LEFT AND GO
 LH1027'SOUTH AND WEST ON STATE ROUTE NO. 89 FOR 0.85 MILE TO A CROSSROAD,
 LH1027'HERE TURN LEFT AND GO SOUTH FOR 3.5 MILES TO A CROSSROAD, CONTINUE
 LH1027'STRAIGHT AHEAD ON A GRADED ROAD FOR 0.75 MILE TO THE TOP OF THE
 LH1027'HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 LH1027'
 LH1027'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON A GRADED ROAD
 LH1027'FOR 0.1 MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.6 MILE
 LH1027'TO THE TOP OF A SMALL RISE AND THE AZIMUTH MARK ON THE RIGHT AS
 LH1027'DESCRIBED.
 LH1027
 LH1027                          STATION RECOVERY (1962)
 LH1027
 LH1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 LH1027'THE STATION AND ALL MARKS WERE RECOVERED.  BOTH REFERENCE MARKS AND
 LH1027'THE AZIMUTH MARK WERE IN GOOD CONDITION.  THE STATION MARK HAD BEEN
 LH1027'DISTURBED BY ROAD EQUIPMENT.  THE WEST HALF OF THE MONUMENT WAS
 LH1027'EXPOSED AND WAS IN DANGER OF FALLING TO THE WESTWARD.  THE
 LH1027'POSITION OF THE SURFACE MARK WAS FOUND TO BE 0.015 METERS TO THE
 LH1027'WEST OF THE POSITION OF THE UNDERGROUND MARK.  THE POSITION OF THE
 LH1027'UNDERGROUND MARK WAS HELD AND THE TWO MARKS WERE LOWERED 2.1
 LH1027'FEET.
 LH1027'
 LH1027'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 0.5 MILE WEST OF
 LH1027'HENDLEY, ALONG A NORTH-SOUTH ROAD RIGHT-OF-WAY.  IT IS IN THE SW
 LH1027'1/4 OF SEC. 12, T. 1 N., R. 24 W.
 LH1027'
 LH1027'TO REACH THE STATION FROM THE POST OFFICE IN HENDLEY, GO SOUTH FOR
 LH1027'0.15 MILE TO THE INTERSECTION OF STATE HIGHWAY NO. 89.  TURN RIGHT
 LH1027'AND GO WEST ON STATE HIGHWAY NO. 89 FOR 0.75 MILE TO A CROSSROADS.
 LH1027'TURN LEFT AND GO SOUTH ON A GRADED ROAD FOR 3.2 MILES TO A
 LH1027'CROSSROADS.  CONTINUE SOUTH ON A GRADED ROAD FOR 0.6 MILE TO THE
 LH1027'TOP OF A SMALL RISE AND THE AZIMUTH MARK ON THE RIGHT.
 LH1027'
 LH1027'THE STATION MARK, A STANDARD DISK, STAMPED ROCKTON 1934, IS SET IN
 LH1027'CONCRETE AT THE CENTER OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS
 LH1027'8 INCHES.  IT IS 25 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 LH1027'GRADED ROAD, 8 FEET SOUTHWEST OF A POWERLINE POLE, AND 4 FEET
 LH1027'NORTH OF A POST.
 LH1027'
 LH1027'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED ROCKTON NO 1 1934, IS
 LH1027'SET IN CONCRETE AT THE CENTER OF A 10 BY 10 INCH CONCRETE POST
 LH1027'WHICH IS FLUSH WITH THE GROUND.  IT IS 38 FEET WEST OF THE
 LH1027'CENTERLINE OF A NORTH-SOUTH FENCE.
 LH1027'
 LH1027'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROCKTON NO 2 1934, IS
 LH1027'SET IN CONCRETE AT THE CENTER OF A 10 BY 10 INCH CONCRETE POST
 LH1027'WHICH PROJECTS 1 INCH.  IT IS 38 FEET WEST OF THE CENTERLINE OF A
 LH1027'NORTH-SOUTH GRADED ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 LH1027'
 LH1027'AZIMUTH MARK, A STANDARD DISK, STAMPED ROCKTON AZI 1934, IS SET IN
 LH1027'CONCRETE AT THE CENTER OF A 10 BY 10 INCH CONCRETE POST WHICH IS
 LH1027'FLUSH WITH THE GROUND.  IT IS 28 FEET WEST OF THE CENTERLINE OF A
 LH1027'NORTH-SOUTH GRADED ROAD, 1 FOOT NORTH OF A WITNESS POST AND 1 FOOT
 LH1027'EAST OF A NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0586 ***********************************************************************
 MN0586  DESIGNATION -  ROCKY
 MN0586  PID         -  MN0586
 MN0586  STATE/COUNTY-  NE/BANNER
 MN0586  USGS QUAD   -  BENNETT RESERVOIR NW (1979)
 MN0586
 MN0586                         *CURRENT SURVEY CONTROL
 MN0586  ___________________________________________________________________
 MN0586* NAD 83(1995)-  41 24 53.78482(N)    103 39 32.58339(W)     ADJUSTED  
 MN0586* NAVD 88     -      1464.     (meters)    4803.     (feet)  SCALED    
 MN0586  ___________________________________________________________________
 MN0586  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 MN0586  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 MN0586
 MN0586  HORZ ORDER  -  SECOND
 MN0586
 MN0586.The horizontal coordinates were established by classical geodetic methods
 MN0586.and adjusted by the National Geodetic Survey in August 1997..
 MN0586
 MN0586.The orthometric height was scaled from a topographic map.
 MN0586
 MN0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0586
 MN0586.The geoid height was determined by GEOID03.
 MN0586
 MN0586;                    North         East     Units Scale Factor Converg.
 MN0586;SPC NE       -   182,068.547   194,279.177   MT  0.99965985   -2 25 29.4
 MN0586;UTM  13      - 4,585,688.617   612,066.943   MT  0.99975456   +0 53 13.7
 MN0586
 MN0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0586!SPC NE       -   0.99977342  x   0.99965985  =   0.99943335
 MN0586!UTM  13      -   0.99977342  x   0.99975456  =   0.99952804
 MN0586
 MN0586|---------------------------------------------------------------------|
 MN0586| PID    Reference Object                     Distance      Geod. Az  |
 MN0586|                                                           dddmmss.s |
 MN0586| CP8523 ROCKY RM 1                                         01320     |
 MN0586| CP8524 ROCKY RM 2                                         18003     |
 MN0586| MN0581 SCHLUMBERGER RAD KAJ 629 MAST       APPROX. 8.5 KM 1831411.9 |
 MN0586| MN0584 HARRISBURG MOTOROLA COMMUN MST      APPROX. 6.0 KM 2831907.7 |
 MN0586| CP8522 ROCKY AZ MK                                        3575332.1 |
 MN0586|---------------------------------------------------------------------|
 MN0586
 MN0586                          SUPERSEDED SURVEY CONTROL
 MN0586
 MN0586  NAD 83(1995)-  41 24 53.78438(N)    103 39 32.58302(W) AD(       ) 2
 MN0586  NAD 83(1986)-  41 24 53.77524(N)    103 39 32.58324(W) AD(       ) 2
 MN0586  NAD 27      -  41 24 53.85740(N)    103 39 30.79260(W) AD(       ) 2
 MN0586
 MN0586.Superseded values are not recommended for survey control.
 MN0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0586.See file dsdata.txt to determine how the superseded data were derived.
 MN0586
 MN0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1206785689(NAD 83)
 MN0586_MARKER: DS = TRIANGULATION STATION DISK
 MN0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0586_STAMPING: ROCKY 1963
 MN0586_MARK LOGO: CGS   
 MN0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 MN0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0586+STABILITY: SURFACE MOTION
 MN0586
 MN0586  HISTORY     - Date     Condition        Report By
 MN0586  HISTORY     - 1963     MONUMENTED       CGS
 MN0586  HISTORY     - 19970424 GOOD             NEDR
 MN0586
 MN0586                          STATION DESCRIPTION
 MN0586
 MN0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0586'THE STATION IS 12-1/2 MILES NORTH OF KIMBALL, 1-1/2 MILES
 MN0586'NORTH OF THE KIMBALL-BANNER COUNTY LINE, IN THE WEST CENTRAL
 MN0586'EDGE OF SECTION 27, T 17 N, R 55 W, AND ON THE EAST RIGHT-OF-WAY
 MN0586'OF STATE HIGHWAY 71.
 MN0586'
 MN0586'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MN0586'STATE HIGHWAY 71, IN KIMBALL, GO NORTH ON HIGHWAY 71 FOR 11.0
 MN0586'MILES TO THE ANTELOPE GAS PRODUCTS CO. PLANT ON THE LEFT.
 MN0586'CONTINUE NORTH ON HIGHWAY 71 FOR 1.5 MILES TO THE TOP OF A
 MN0586'HILL AND THE STATION ON THE RIGHT.
 MN0586'
 MN0586'STATION MARKS ARE STANDARD DISKS STAMPED ROCKY 1963.  THE
 MN0586'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MN0586'2 INCHES.  IT IS 78 FEET EAST OF THE CENTER LINE OF HIGHWAY
 MN0586'71, 24 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER, 20 FEET
 MN0586'WEST OF A ONE STRAND FENCE, 10 FEET NORTHEAST OF A CONCRETE
 MN0586'RIGHT-OF-WAY MARKER, AND 2.9 FEET EAST OF A METAL WITNESS POST.
 MN0586'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MN0586'42 INCHES BELOW THE SURFACE OF THE GROUND.
 MN0586'
 MN0586'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROCKY NO 1 1963,
 MN0586'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 MN0586'IS 95 FEET EAST OF THE CENTER LINE OF HIGHWAY 71, 42 FEET SOUTH
 MN0586'OF A TELEPHONE POLE, AND 1 FOOT WEST OF THE ONE STRAND FENCE.
 MN0586'
 MN0586'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROCKY NO 2 1963,
 MN0586'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 MN0586'IS 86 FEET EAST OF THE CENTER LINE OF HIGHWAY 71, 2 FEET WEST
 MN0586'OF A TELEPHONE POLE, AND 1 FOOT WEST OF THE ONE STRAND FENCE.
 MN0586'
 MN0586'AZIMUTH MARK IS A STANDARD DISK STAMPED ROCKY 1963, SET IN
 MN0586'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 57 FEET
 MN0586'WEST OF THE CENTER LINE OF STATE HIGHWAY 71, 5 FEET EAST OF
 MN0586'A POWER POLE, 3 FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER,
 MN0586'AND 2 FEET SOUTH OF A METAL WITNESS POST.
 MN0586'
 MN0586'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 MN0586'HIGHWAY 71 FOR 0.7 MILE TO THE MARK ON THE LEFT, WEST SIDE
 MN0586'OF THE HIGHWAY.
 MN0586'
 MN0586'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MN0586'
 MN0586'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 MN0586
 MN0586                          STATION RECOVERY (1997)
 MN0586
 MN0586'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 MN0586'THE STATION WAS RECOVERED IN GOOD CONDITION BUT WAS IN THE WAY OF
 MN0586'HIGHWAY CONSTRUCTION.  STATION-ROCKY 2 HAS BEEN ESTABLISHED NEARBY.
 MN0586'FOR FURTHER DETAILS, SEE THE DESCRIPTION TO THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0463 ***********************************************************************
 MN0463  DESIGNATION -  ROD
 MN0463  PID         -  MN0463
 MN0463  STATE/COUNTY-  NE/CHEYENNE
 MN0463  USGS QUAD   -  LODGEPOLE SE (1972)
 MN0463
 MN0463                         *CURRENT SURVEY CONTROL
 MN0463  ___________________________________________________________________
 MN0463* NAD 83(1995)-  41 07 01.76216(N)    102 36 38.23988(W)     ADJUSTED  
 MN0463* NAVD 88     -      1167.     (meters)    3829.     (feet)  SCALED    
 MN0463  ___________________________________________________________________
 MN0463  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 MN0463  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 MN0463
 MN0463  HORZ ORDER  -  THIRD
 MN0463
 MN0463.The horizontal coordinates were established by classical geodetic methods
 MN0463.and adjusted by the National Geodetic Survey in August 1997..
 MN0463
 MN0463.The orthometric height was scaled from a topographic map.
 MN0463
 MN0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0463
 MN0463.The geoid height was determined by GEOID03.
 MN0463
 MN0463;                    North         East     Units Scale Factor Converg.
 MN0463;SPC NE       -   145,846.570   280,847.348   MT  0.99968147   -1 43 48.2
 MN0463;UTM  13      - 4,554,514.113   700,602.059   MT  1.00009529   +1 34 18.4
 MN0463
 MN0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0463!SPC NE       -   0.99982019  x   0.99968147  =   0.99950171
 MN0463!UTM  13      -   0.99982019  x   1.00009529  =   0.99991546
 MN0463
 MN0463:                Primary Azimuth Mark                     Grid Az
 MN0463:SPC NE       -  ROD AZ MK                                002 45 59.4
 MN0463:UTM  13      -  ROD AZ MK                                359 27 52.8
 MN0463
 MN0463|---------------------------------------------------------------------|
 MN0463| PID    Reference Object                     Distance      Geod. Az  |
 MN0463|                                                           dddmmss.s |
 MN0463| CP8525 ROD AZ MK                                          0010211.2 |
 MN0463| CP8527 ROD RM 2                             23.981 METERS 14106     |
 MN0463| MN0461 LODGEPOLE COMMUNITY TV MAST         APPROX. 0.7 KM 1893439.9 |
 MN0463| MN0470 LODGEPOLE MUNICIPAL TANK            APPROX. 4.7 KM 3282238.4 |
 MN0463| MN0471 AIRPORT BCN LODGEPOLE MUN APT       APPROX. 4.0 KM 3302635.5 |
 MN0463| CP8526 ROD RM 1                             24.411 METERS 35833     |
 MN0463|---------------------------------------------------------------------|
 MN0463
 MN0463                          SUPERSEDED SURVEY CONTROL
 MN0463
 MN0463  NAD 83(1995)-  41 07 01.76209(N)    102 36 38.24014(W) AD(       ) 3
 MN0463  NAD 83(1995)-  41 07 01.75890(N)    102 36 38.24057(W) AD(       ) 3
 MN0463  NAD 83(1986)-  41 07 01.75883(N)    102 36 38.24071(W) AD(       ) 3
 MN0463  NAD 27      -  41 07 01.80580(N)    102 36 36.54840(W) AD(       ) 3
 MN0463
 MN0463.Superseded values are not recommended for survey control.
 MN0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0463.See file dsdata.txt to determine how the superseded data were derived.
 MN0463
 MN0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0060254514(NAD 83)
 MN0463_MARKER: DS = TRIANGULATION STATION DISK
 MN0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0463_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0463
 MN0463  HISTORY     - Date     Condition        Report By
 MN0463  HISTORY     - 1963     MONUMENTED       CGS
 MN0463
 MN0463                          STATION DESCRIPTION
 MN0463
 MN0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0463'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF A NORTH-SOUTH
 MN0463'SECTION LINE ROAD BETWEEN THE DEUEL-CHEYENNE COUNTY LINE,
 MN0463'WHICH IS ABOUT 2-1/4 MILES SOUTH AND 1-1/2 MILES EAST OF
 MN0463'LODGEPOLE.
 MN0463'
 MN0463'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE, GO
 MN0463'EAST ON U.S. HIGHWAY 30 FOR 1.45 MILES TO A SIDE ROAD RIGHT.
 MN0463'TURN RIGHT, SOUTH ON GRAVELED ROAD FOR 1.2 MILES TO THE
 MN0463'AZIMUTH MARK ON THE LEFT, EAST SIDE OF THE ROAD AS DESCRIBED.
 MN0463'CONTINUE SOUTH ON GRAVELED ROAD FOR 0.5 MILE TO THE TOP OF
 MN0463'A SMALL HILL AND THE STATION ON THE RIGHT, WEST SIDE OF THE
 MN0463'ROAD AS DESCRIBED.
 MN0463'
 MN0463'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0463'IN DIAMETER CIRCULAR CONCRETE MONUMENT.  IT IS 2 INCHES
 MN0463'UNDERGROUND AND IS STAMPED ROD 1963.  IT IS 28 FEET WEST OF
 MN0463'THE CENTER OF A GRAVELED ROAD, 6 FEET SOUTHEAST OF A METAL
 MN0463'WITNESS POST AND 2-1/2 FEET EAST OF A WIRE FENCE.
 MN0463'
 MN0463'R.M. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH IN
 MN0463'DIAMETER CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH
 MN0463'THE GROUND AND IS STAMPED ROD NO 1 1963.  IT IS 28 FEET WEST
 MN0463'OF THE CENTER OF A GRAVELED ROAD AND 1-1/2 FEET EAST OF A WIRE
 MN0463'FENCE.
 MN0463'
 MN0463'R.M. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH IN
 MN0463'DIAMETER CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH
 MN0463'THE GROUND AND IS STAMPED ROD NO 2 1963.  IT IS 21 FEET EAST
 MN0463'OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT WEST OF A WIRE
 MN0463'FENCE.
 MN0463'
 MN0463'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0463'IN DIAMETER CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH
 MN0463'THE GROUND AND IS STAMPED ROD 1963.  IT IS 29 FEET EAST
 MN0463'OF THE CENTER OF A GRAVELED ROAD, 1.4 FEET SOUTH OF A METAL
 MN0463'WITNESS POST AND IS IN A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0550 ***********************************************************************
 MN0550  DESIGNATION -  ROELLE
 MN0550  PID         -  MN0550
 MN0550  STATE/COUNTY-  NE/CHEYENNE
 MN0550  USGS QUAD   -  LORENZO (1972)
 MN0550
 MN0550                         *CURRENT SURVEY CONTROL
 MN0550  ___________________________________________________________________
 MN0550* NAD 83(1995)-  41 01 08.98203(N)    103 06 52.58198(W)     ADJUSTED  
 MN0550* NAVD 88     -      1322.     (meters)    4337.     (feet)  SCALED    
 MN0550  ___________________________________________________________________
 MN0550  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 MN0550  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 MN0550
 MN0550  HORZ ORDER  -  THIRD
 MN0550
 MN0550.The horizontal coordinates were established by classical geodetic methods
 MN0550.and adjusted by the National Geodetic Survey in August 1997..
 MN0550
 MN0550.The orthometric height was scaled from a topographic map.
 MN0550
 MN0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0550
 MN0550.The geoid height was determined by GEOID03.
 MN0550
 MN0550;                    North         East     Units Scale Factor Converg.
 MN0550;SPC NE       -   136,374.978   238,164.635   MT  0.99969444   -2 03 50.5
 MN0550;SPC CO N     -   494,689.058 1,115,024.440   MT  1.00004679   +1 32 28.6
 MN0550;SPC CO N     - 1,622,992.35  3,658,209.35   sFT  1.00004679   +1 32 28.6
 MN0550;UTM  13      - 4,542,596.316   658,522.604   MT  0.99990929   +1 14 15.6
 MN0550
 MN0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0550!SPC NE       -   0.99979580  x   0.99969444  =   0.99949030
 MN0550!SPC CO N     -   0.99979580  x   1.00004679  =   0.99984258
 MN0550!UTM  13      -   0.99979580  x   0.99990929  =   0.99970511
 MN0550
 MN0550:                Primary Azimuth Mark                     Grid Az
 MN0550:SPC NE       -  PEETZ MUNICIPAL TANK                     178 53 49.1
 MN0550:SPC CO N     -  PEETZ MUNICIPAL TANK                     175 17 30.0
 MN0550:UTM  13      -  PEETZ MUNICIPAL TANK                     175 35 43.0
 MN0550
 MN0550|---------------------------------------------------------------------|
 MN0550| PID    Reference Object                     Distance      Geod. Az  |
 MN0550|                                                           dddmmss.s |
 MN0550| LK0616 PEETZ MUNICIPAL TANK                APPROX. 6.1 KM 1764958.6 |
 MN0550|---------------------------------------------------------------------|
 MN0550
 MN0550                          SUPERSEDED SURVEY CONTROL
 MN0550
 MN0550  NAD 83(1995)-  41 01 08.97983(N)    103 06 52.58162(W) AD(       ) 3
 MN0550  NAD 83(1995)-  41 01 08.97956(N)    103 06 52.58119(W) AD(       ) 3
 MN0550  NAD 83(1986)-  41 01 08.97530(N)    103 06 52.58318(W) AD(       ) 3
 MN0550  NAD 27      -  41 01 09.02724(N)    103 06 50.85558(W) AD(       ) 3
 MN0550
 MN0550.Superseded values are not recommended for survey control.
 MN0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0550.See file dsdata.txt to determine how the superseded data were derived.
 MN0550
 MN0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5852342596(NAD 83)
 MN0550_MARKER: DD = SURVEY DISK
 MN0550_SETTING: 0 = UNSPECIFIED SETTING
 MN0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0550
 MN0550  HISTORY     - Date     Condition        Report By
 MN0550  HISTORY     - 1948     MONUMENTED       USGS
 MN0550
 MN0550                          STATION DESCRIPTION
 MN0550
 MN0550'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MN0550'LOCATED ON A SMALL HIGH POINT, ON THE W. EDGE OF SW. 1/4 SEC. 11,
 MN0550'T 12 N, R 52 W, AND IS THE HIGHEST POINT IN THIS AREA.
 MN0550'
 MN0550'TO REACH FROM PEETZ, COLORADO, PROCEED N. ON THE OLD HIGHWAY FROM
 MN0550'PEETZ, COLORADO, TO SIDNEY, NEBRASKA, GO 3.0 MI. TO A RD.
 MN0550'INTERSECTION, CROSS E-W. RD. AND PASS THROUGH GATE, CONTINUE CROSS
 MN0550'COUNTRY FOR ABOUT 1.0 MI. TO TOP OF SMALL POINT AND STATION SITE.
 MN0550'
 MN0550'STATION MARK--STANDARD TABLET, STAMPED ---ROELLE 1948---, SET IN A
 MN0550'CONCRETE POST, PROTRUDING 5 IN. ABOVE THE GROUND.
 MN0550'
 MN0550'REFERENCE MARK NO. 1--STANDARD RM TABLET, STAMPED ---ROELLE NO. 1
 MN0550'1948---, SET IN CONCRETE POST, 138.73 FT. FROM STATION MARK,
 MN0550'S 36 DEG 49 MIN W.
 MN0550'
 MN0550'REFERENCE MARK NO. 2--STANDARD RM TABLET, STAMPED ---ROELLE 1948
 MN0550'NO. 2---, SET IN CONCRETE POST, 272.63 FT. FROM STATION MARK,
 MN0550'N 54 DEG 52 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2104 ***********************************************************************
 MK2104  DESIGNATION -  ROGERS EAST BASE
 MK2104  PID         -  MK2104
 MK2104  STATE/COUNTY-  NE/DODGE
 MK2104  USGS QUAD   -  NORTH BEND (1968)
 MK2104
 MK2104                         *CURRENT SURVEY CONTROL
 MK2104  ___________________________________________________________________
 MK2104* NAD 83(1995)-  41 28 21.41781(N)    096 49 56.25138(W)     ADJUSTED  
 MK2104* NAVD 88     -       391.     (meters)    1283.     (feet)  SCALED    
 MK2104  ___________________________________________________________________
 MK2104  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 MK2104  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 MK2104
 MK2104  HORZ ORDER  -  SECOND
 MK2104
 MK2104.The horizontal coordinates were established by classical geodetic methods
 MK2104.and adjusted by the National Geodetic Survey in August 1997..
 MK2104
 MK2104.The orthometric height was scaled from a topographic map.
 MK2104
 MK2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2104
 MK2104.The geoid height was determined by GEOID03.
 MK2104
 MK2104;                    North         East     Units Scale Factor Converg.
 MK2104;SPC NE       -   186,846.869   764,453.397   MT  0.99965876   +2 05 57.2
 MK2104;UTM  14      - 4,593,492.270   681,004.491   MT  1.00000320   +1 26 09.5
 MK2104
 MK2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2104!SPC NE       -   0.99994274  x   0.99965876  =   0.99960152
 MK2104!UTM  14      -   0.99994274  x   1.00000320  =   0.99994594
 MK2104
 MK2104:                Primary Azimuth Mark                     Grid Az
 MK2104:SPC NE       -  ROGERS EAST BASE RM 2                    065 39 05.6
 MK2104:UTM  14      -  ROGERS EAST BASE RM 2                    066 18 53.3
 MK2104
 MK2104|---------------------------------------------------------------------|
 MK2104| PID    Reference Object                     Distance      Geod. Az  |
 MK2104|                                                           dddmmss.s |
 MK2104| CL7475 ROGERS EAST BASE RM 2                              0674502.8 |
 MK2104| CL7474 ROGERS EAST BASE RM 1               155.740 METERS 32522     |
 MK2104|---------------------------------------------------------------------|
 MK2104
 MK2104                          SUPERSEDED SURVEY CONTROL
 MK2104
 MK2104  NAD 83(1986)-  41 28 21.42304(N)    096 49 56.24972(W) AD(       ) 2
 MK2104  NAD 27      -  41 28 21.40800(N)    096 49 55.15000(W) AD(       ) 2
 MK2104
 MK2104.Superseded values are not recommended for survey control.
 MK2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2104.See file dsdata.txt to determine how the superseded data were derived.
 MK2104
 MK2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL8100493492(NAD 83)
 MK2104_MARKER: DS = TRIANGULATION STATION DISK
 MK2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2104
 MK2104  HISTORY     - Date     Condition        Report By
 MK2104  HISTORY     - 1930     MONUMENTED       CGS
 MK2104  HISTORY     - 1935     MARK NOT FOUND   NEGS
 MK2104  HISTORY     - 1967     GOOD             CGS
 MK2104  HISTORY     - 1968     MARK NOT FOUND   CGS
 MK2104
 MK2104                          STATION DESCRIPTION
 MK2104
 MK2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK2104'THIS STATION IS ABOUT 4-1/4 MILES E AND 3/4 MILE N OF ROGERS,
 MK2104'IN SE 1/4 SEC. 3, T 17 N, R 5 E, ON LAND OWNED BY JAMES
 MK2104'O HARE AND RENTED BY PAUL LUX WHO LIVES ABOUT 1 MILE DUE E IN
 MK2104'SECTION 4.  STATION IS IN A LOW LEVEL CULTIVATED FIELD WITH
 MK2104'THE STATION MARK 12 INCHES BELOW THE SURFACE AT A POINT ABOUT
 MK2104'1050 FEET W OF THE SECTION-LINE ROAD BETWEEN SECTIONS 3 AND
 MK2104'4, AND ABOUT 300 FEET S OF A POORLY DEFINED PRIVATE ROAD ON
 MK2104'THE 1/2-SECTION LINE.
 MK2104'
 MK2104'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK2104'DISKS SET IN CONCRETE.
 MK2104'
 MK2104'REFERENCE MARK NO. 1 IS IN THE SAME 1/4 SECTION AS THE STATION
 MK2104'AND IS IN THE ABOVE MENTIONED 1/2-SECTION LINE ABOUT 1400
 MK2104'FEET W OF THE AFORE-MENTIONED SECTION-LINE ROAD.  THE STATION
 MK2104'IS 155.74 METERS DISTANT.  THE MARK IS FLUSH WITH THE SURFACE.
 MK2104'REFERENCE MARK NO. 2, AN AZIMUTH MARK, IS IN THE EXTREME NE
 MK2104'CORNER OF THE SAME 1/4 SECTION, 9.90 METERS W OF THE CENTER
 MK2104'LINE OF THE SECTION-LINE ROAD AND 9.27 METERS S OF THE
 MK2104'1/2-SECTION LINE.  THE MARK IS 4.83 METERS S AND 0.20 METER W OF
 MK2104'FENCE CORNER.  IT IS FLUSH WITH THE SURFACE AT A DISTANCE
 MK2104'OF APPROXIMATELY 345 METERS.
 MK2104'
 MK2104'TO REACH FROM NORTH BEND RAILROAD STATION FOLLOW U.S. HIGHWAY
 MK2104'30 W FOR 2.6 MILES TO SECTION-LINE ROAD.  TURN N 1/2 MILE
 MK2104'AND STATION WILL BE 1050 FEET W AND 300 FEET S AS DESCRIBED
 MK2104'ABOVE.
 MK2104'
 MK2104'HEIGHT OF SIGNAL ABOVE STATION MARK - 8 METERS.
 MK2104
 MK2104                          STATION RECOVERY (1935)
 MK2104
 MK2104'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK2104'THE STATION MARK WAS NOT RECOVERED.  THE MARK WAS BURIED IN
 MK2104'A CULTIVATED FIELD AND THE REFERENCE MARKS ARE QUITE DISTANT
 MK2104'(511 AND 1132 FEET RESPECTIVELY).  SINCE I DID NOT HAVE A
 MK2104'TRANSIT WITH WHICH TO MEASURE THE ANGLES, IT WAS VERY DIFFICULT
 MK2104'TO DETERMINE WHERE THE INTERSECTION OF THE ARCS MIGHT FALL,
 MK2104'WORKING ALONE.  NEITHER MR. O HARE, THE OWNER OF THE PROPERTY,
 MK2104'NOR MR. LUX, WHO FARMED THE PLACE IN 1930, COULD GIVE ME ANY
 MK2104'ASSISTANCE IN LOCATING THE MARK.  A DAY WAS SPENT IN THE
 MK2104'ATTEMPTED RECOVERY.
 MK2104'
 MK2104'REFERENCE MARK NO. 1 IS 1286 FEET W OF A N AND S SECTION-LINE
 MK2104'ROAD (MEASURED FROM CENTER LINE), 1251 FEET W OF A FENCE CORNER
 MK2104'ON THE W SIDE OF THE ROAD AND REFERENCE MARK NO. 2, 856 FEET
 MK2104'W OF A FENCE CORNER IN THE FIELD, AND ABOUT 12 FEET S OF THE
 MK2104'E AND W HALF-SECTION LINE (PROJECTED).  IT IS FLUSH WITH
 MK2104'THE SURFACE AND WILL USUALLY BE FOUND COVERED.  REFERENCE MARK
 MK2104'NO. 2 IS AT THE NE CORNER OF THE SE 1/4 OF SECTION 3, 35
 MK2104'FEET W OF CENTER LINE OF SECTION-LINE ROAD, 30-1/2 FEET
 MK2104'S OF THE CENTER LINE OF A PRIVATE ROAD AND SMALL WOOD CULVERT
 MK2104'ON THE HALF-SECTION LINE, AND 15-1/2 FEET S OF A FENCE
 MK2104'CORNER.
 MK2104
 MK2104                          STATION RECOVERY (1967)
 MK2104
 MK2104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WGT)
 MK2104'THE STATION WAS VISITED AND REFERENCE MARK 2 WAS RECOVERED
 MK2104'IN GOOD CONDITION.  REFERENCE MARK 1 COULD NOT BE FOUND AND
 MK2104'THE AREA IN WHICH IT WAS LOCATED IS NOW UNDER CULTIVATION.
 MK2104'THE STATION MARK WAS SEARCHED FOR FROM A COMPASS BEARING AND
 MK2104'APPROXIMATE DISTANCE FROM REFERENCE MARK 2.  A HOLE 6 BY 6
 MK2104'FEET AND 18 INCHES DEEP WAS DUG AT THE POINT ESTABLISHED
 MK2104'FROM THE MEASUREMENTS AND PRODDED TO A DEPTH OF NEARLY 3 FEET
 MK2104'BUT THE MARK WAS NOT FOUND, HOWEVER THERE IS A LITTLE DOUBT THAT
 MK2104'IT STILL EXISTS.
 MK2104'
 MK2104'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MK2104'STATE HIGHWAY 79 IN NORTH BEND, GO WEST ON U.S. 30 FOR 2.55
 MK2104'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.8
 MK2104'MILE TO A FENCE CORNER ON THE RIGHT AND REFERENCE MARK 2
 MK2104'ON THE LEFT.
 MK2104'
 MK2104'THE REFERENCE MARK IS 35 FEET WEST OF THE CENTER OF N-S ROAD,
 MK2104'31 FEET SOUTH OF HALF-SECTION LINE EXTENDED, 19.2 FEET
 MK2104'SOUTH-SOUTHWEST OF SOUTH END OF PIPE CULVERT, 17.3 FEET
 MK2104'SOUTH-SOUTHWEST OF POWER LINE POLE AND 3 INCHES BELOW THE
 MK2104'GROUND.  IT IS A STANDARD DISK STAMPED ROGERS NO 2 SET IN A
 MK2104'14 INCH SQUARE CONCRETE POST.  THE POINT WHERE THE STATION
 MK2104'WAS SEARCHED FOR IS 271 FEET EAST AND 23 FEET SOUTH OF THE
 MK2104'CORNER POST AT THE NORTHWEST CORNER OF A PASTURE.
 MK2104'
 MK2104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.9 MI. WNW
 MK2104'OF NORTH BEND.
 MK2104
 MK2104                          STATION RECOVERY (1968)
 MK2104
 MK2104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MK2104'THE STATION MARK WAS SEARCHED FOR BUT NOT FOUND.  A DAY WAS
 MK2104'SPENT SEARCHING FOR THE MARK BUT THE MARK WAS NOT RECOVERED.
 MK2104'THE MARK WAS 1 FOOT BELOW THE SURFACE OF THE GROUND IN 1930
 MK2104'AND STILL SHOULD BE IN PLACE.  REFERENCE MARK NO. 1 WAS FOUND
 MK2104'DISPLACED IN A CULTIVATED FIELD.  REFERENCE MARK NO. 2 WAS
 MK2104'RECOVERED AND FOUND IN GOOD CONDITION.
 MK2104'
 MK2104'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MK2104'STATE HIGHWAY 79 IN NORTH BEND, GO WEST ON U.S. HIGHWAY 30
 MK2104'FOR 2.55 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 MK2104'NORTH ON A GRAVELED ROAD FOR 0.8 MILE TO A FENCE CORNER
 MK2104'ON THE RIGHT AND REFERENCE MARK NO. 2 ON THE LEFT.  STATION
 MK2104'SITE IS ABOUT 1, 132 FEET WEST-SOUTHWEST OF THIS POINT IN A
 MK2104'CULTIVATED FIELD.
 MK2104'
 MK2104'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE CENTER OF A
 MK2104'GRAVELED ROAD, 31 FEET SOUTH OF HALF-SECTION LINE EXTENDED,
 MK2104'19 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A PIPE CULVERT,
 MK2104'17 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE, 1 FOOT SOUTH OF
 MK2104'A METAL WITNESS POST, AND 3 INCHES BELOW THE SURFACE OF THE
 MK2104'GROUND.
 MK2104'
 MK2104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 MK2104'WNW OF NORTH BEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2111 ***********************************************************************
 MK2111  DESIGNATION -  ROGERS MUNICIPAL TANK
 MK2111  PID         -  MK2111
 MK2111  STATE/COUNTY-  NE/COLFAX
 MK2111  USGS QUAD   -  ROGERS (1968)
 MK2111
 MK2111                         *CURRENT SURVEY CONTROL
 MK2111  ___________________________________________________________________
 MK2111* NAD 83(1995)-  41 27 49.02531(N)    096 54 58.39611(W)     ADJUSTED  
 MK2111* NAVD 88     -                                                        
 MK2111  ___________________________________________________________________
 MK2111  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 MK2111  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 MK2111
 MK2111  HORZ ORDER  -  THIRD
 MK2111
 MK2111.The horizontal coordinates were established by classical geodetic methods
 MK2111.and adjusted by the National Geodetic Survey in August 1997..
 MK2111
 MK2111
 MK2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2111
 MK2111.The geoid height was determined by GEOID03.
 MK2111
 MK2111;                    North         East     Units Scale Factor Converg.
 MK2111;SPC NE       -   185,595.193   757,485.285   MT  0.99965887   +2 02 37.0
 MK2111;UTM  14      - 4,592,320.969   674,020.055   MT  0.99997269   +1 22 48.4
 MK2111
 MK2111                          SUPERSEDED SURVEY CONTROL
 MK2111
 MK2111  NAD 83(1986)-  41 27 49.03208(N)    096 54 58.39651(W) AD(       ) 4
 MK2111  NAD 27      -  41 27 49.01400(N)    096 54 57.30900(W) AD(       ) 3
 MK2111
 MK2111.Superseded values are not recommended for survey control.
 MK2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2111.See file dsdata.txt to determine how the superseded data were derived.
 MK2111
 MK2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7402092321(NAD 83)
 MK2111_MARKER: 51 = TANK
 MK2111
 MK2111  HISTORY     - Date     Condition        Report By
 MK2111  HISTORY     - 1930     FIRST OBSERVED   CGS
 MK2111  HISTORY     - 1935     GOOD             NEGS
 MK2111  HISTORY     - 20030819 GOOD             USPSQD
 MK2111
 MK2111                          STATION DESCRIPTION
 MK2111
 MK2111'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1935
 MK2111'THIS POINT IS THE SAME AS IT WAS IN 1930.
 MK2111
 MK2111                          STATION RECOVERY (2003)
 MK2111
 MK2111'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 MK2111'STATION FOUND GOOD. TANK IS NORTH OF FIRST ST., SOUTH OF SECOND ST.,
 MK2111'EAST OF HAMILTON ST., AND WEST OF CENTER ST. IN THE NORTHEAST 1/4 OF
 MK2111'THE BLOCK IN THE TOWN OF ROGERS IN COLFAX COUNTY NEBRASKA. TANK HAS 4
 MK2111'LEGS, IS PAINTED SILVER WITH BLACK LETTERING 'ROGERS' ON BOWL OF TANK.
 MK2111' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2109 ***********************************************************************
 MK2109  CBN         -  This is a Cooperative Base Network Control Station.
 MK2109  DESIGNATION -  ROGERS WEST BASE RESET
 MK2109  PID         -  MK2109
 MK2109  STATE/COUNTY-  NE/COLFAX
 MK2109  USGS QUAD   -  ROGERS (1968)
 MK2109
 MK2109                         *CURRENT SURVEY CONTROL
 MK2109  ___________________________________________________________________
 MK2109* NAD 83(1995)-  41 28 23.71092(N)    096 58 58.80082(W)     ADJUSTED  
 MK2109* NAVD 88     -       406.2    (meters)    1333.     (feet)  GPS OBS   
 MK2109  ___________________________________________________________________
 MK2109  X           -    -581,885.297 (meters)                     COMP
 MK2109  Y           -  -4,750,727.956 (meters)                     COMP
 MK2109  Z           -   4,202,198.860 (meters)                     COMP
 MK2109  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 MK2109  ELLIP HEIGHT-         380.38  (meters)          (07/10/01) GPS OBS
 MK2109  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 MK2109
 MK2109  HORZ ORDER  -  B
 MK2109  ELLP ORDER  -  FOURTH    CLASS I
 MK2109
 MK2109.The horizontal coordinates were established by GPS observations
 MK2109.and adjusted by the National Geodetic Survey in June 1996..
 MK2109
 MK2109.The orthometric height was determined by GPS observations and a
 MK2109.high-resolution geoid model.
 MK2109
 MK2109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK2109
 MK2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2109
 MK2109.The ellipsoidal height was determined by GPS observations
 MK2109.and is referenced to NAD 83.
 MK2109
 MK2109.The geoid height was determined by GEOID03.
 MK2109
 MK2109;                    North         East     Units Scale Factor Converg.
 MK2109;SPC NE       -   186,467.532   751,874.421   MT  0.99965876   +1 59 57.7
 MK2109;UTM  14      - 4,593,258.493   668,417.976   MT  0.99994908   +1 20 10.0
 MK2109
 MK2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2109!SPC NE       -   0.99994034  x   0.99965876  =   0.99959912
 MK2109!UTM  14      -   0.99994034  x   0.99994908  =   0.99988942
 MK2109
 MK2109:                Primary Azimuth Mark                     Grid Az
 MK2109:SPC NE       -  ROGERS MUNICIPAL TANK                    098 50 14.0
 MK2109:UTM  14      -  ROGERS MUNICIPAL TANK                    099 30 01.7
 MK2109
 MK2109|---------------------------------------------------------------------|
 MK2109| PID    Reference Object                     Distance      Geod. Az  |
 MK2109|                                                           dddmmss.s |
 MK2109| MK2111 ROGERS MUNICIPAL TANK               APPROX. 5.7 KM 1005011.7 |
 MK2109| CL7477 ROGERS WEST BASE RM 1                26.330 METERS 22605     |
 MK2109| CL7478 ROGERS WEST BASE RM 2               111.551 METERS 34924     |
 MK2109| CL7476 ROGERS WEST BASE AZ MK                             35816     |
 MK2109|---------------------------------------------------------------------|
 MK2109
 MK2109                          SUPERSEDED SURVEY CONTROL
 MK2109
 MK2109  ELLIP H (06/25/96)  380.46   (m)                       GP(       ) 1 1
 MK2109  NAD 83(1986)-  41 28 23.71495(N)    096 58 58.79885(W) AD(       ) 2
 MK2109  NAD 27      -  41 28 23.69100(N)    096 58 57.68300(W) AD(       ) 2
 MK2109
 MK2109.Superseded values are not recommended for survey control.
 MK2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2109.See file dsdata.txt to determine how the superseded data were derived.
 MK2109
 MK2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6841893258(NAD 83)
 MK2109_MARKER: DS = TRIANGULATION STATION DISK
 MK2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2109_STAMPING: ROGERS WEST BASE 1930 1968
 MK2109_MARK LOGO: CGS   
 MK2109_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MK2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2109+STABILITY: SURFACE MOTION
 MK2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2109+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 MK2109
 MK2109  HISTORY     - Date     Condition        Report By
 MK2109  HISTORY     - 1968     MONUMENTED       CGS
 MK2109  HISTORY     - 19950509 GOOD             NGS
 MK2109  HISTORY     - 20000605 GOOD             NEDR
 MK2109
 MK2109                          STATION DESCRIPTION
 MK2109
 MK2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MK2109'THE STATION MARK WAS RECOVERED BUT FOUND LEANING.  THE UNDERGROUND
 MK2109'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THIS
 MK2109'MARK WAS LOWERED VERTICALLY AND A NEW SURFACE MARK WAS SET.
 MK2109'REFERENCE MARK NO. 1 WAS RECOVERED BUT WAS FOUND LEANING SLIGHTLY.
 MK2109'REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND IN GOOD CONDITION
 MK2109'BUT THE DISTANCE FAILED TO CHECK BY +0.22 FEET.
 MK2109'
 MK2109'SINCE NO AZIMUTH MARK WAS ESTABLISHED IN 1930, OBSERVATIONS
 MK2109'WERE TAKEN ON POLARIS AND AN AZIMUTH MARK WAS ESTABLISHED.
 MK2109'
 MK2109'FOLLOWING IS A NEW DESCRIPTION.
 MK2109'
 MK2109'TO REACH THE STATION FROM THE MAIN INTERSECTION AT AUTO REPAIR
 MK2109'GARAGE IN ROGERS, GO WEST ON U.S. HIGHWAY 30 FOR 3.5 MILES TO
 MK2109'A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 MK2109'0.45 MILE TO THE STATION ON THE RIGHT.
 MK2109'
 MK2109'STATION MARKS ARE STANDARD DISK STAMPED ROGERS WEST BASE 1930
 MK2109'1968.  THE SURFACE DISK, IS SET IN THE TOP OF A ROUND CONCRETE
 MK2109'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 MK2109'0.1 MILE NORTH OF A PRIVATE DRIVE LEADING WEST, 394 FEET SOUTH
 MK2109'OF A T-FENCE CORNER, 179 FEET SOUTH OF A POWERLINE POLE, 236
 MK2109'FEET NORTH OF A POWERLINE POLE, 31 FEET EAST OF THE CENTER OF
 MK2109'A GRAVELED ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST,
 MK2109'AND IN A NORTH-SOUTH FENCE.  THE UNDERGROUND DISK IS SET IN AN
 MK2109'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 MK2109'GROUND.
 MK2109'
 MK2109'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROGERS WEST BASE
 MK2109'NO. 1 1930, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 MK2109'IS 3 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 32.5 FEET
 MK2109'WEST OF THE CENTER OF THE ROAD AND IN AN OLD NORTH-SOUTH FENCE.
 MK2109'
 MK2109'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROGERS WEST BASE
 MK2109'NO. 2 1930, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 MK2109'IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 34 FEET
 MK2109'SOUTH OF A T-FENCE CORNER POST ON THE 1/2 SECTION LINE, 33 FEET
 MK2109'WEST OF THE CENTER OF THE ROAD, AND 1.5 FEET EAST OF A FENCE.
 MK2109'
 MK2109'AZIMUTH MARK, A STANDARD DISK STAMPED ROGERS WEST BASE 1930
 MK2109'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 MK2109'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 97 FEET
 MK2109'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF MR. LUMIR R. JEDLICKA, 66
 MK2109'FEET WEST OF THE CENTER OF ROAD, 30 FEET SOUTH OF THE CENTER
 MK2109'OF A DRIVEWAY, AND 1 FOOT NORTH OF A FENCE.
 MK2109'
 MK2109'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 MK2109'GRAVEL ROAD FOR 0.7 MILE TO MR. JEDLICKA HOUSE AND THE MARK ON
 MK2109'THE LEFT.
 MK2109'
 MK2109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 MK2109'MILES ENE OF SCHUYLER.
 MK2109
 MK2109                          STATION RECOVERY (1995)
 MK2109
 MK2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MK2109'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) WEST-NORTHWEST OF ROGERS,
 MK2109'0.4 MI (0.6 KM) NORTH OF U.S. HIGHWAY 30, ON THE EAST RIGHT-OF-WAY OF
 MK2109'A GRAVELED COUNTY ROAD AND IN THE SW1/4, SEC4, T17N, R4E.  TO REACH
 MK2109'THE MARK FROM THE WATER TANK IN ROGERS, GO NORTH ON A STREET ON THE
 MK2109'EAST SIDE OF THE TANK FOR 0.2 MI (0.3 KM) TO U.S. HIGHWAY 30. TURN
 MK2109'LEFT AND GO WEST ON THE HIGHWAY FOR 3.5 MI (5.6 KM) TO COUNTY ROAD F.
 MK2109'TURN RIGHT AND GO NORTH ON THE GRAVELED COUNTY ROAD FOR 0.4 MI (0.6
 MK2109'KM) TO THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A ROUND
 MK2109'CONCRETE MONUMENT THAT IS RECESSED ABOUT 0.20 M (0.66 FT) BELOW THE
 MK2109'GROUND SURFACE.  IT IS 16.100 M (52.821 FT) WEST-SOUTHWEST OF A NAIL
 MK2109'AND WASHER IN A POLE FOR AN IRRIGATION PUMP, 9.845 M (32.300 FT) SOUTH
 MK2109'OF A NAIL AND WASHER IN A UTILITY POLE, 9.7 M (31.8 FT) EAST OF THE
 MK2109'CENTERLINE OF THE ROAD, 2.5 FT (0.8 M) SOUTH-SOUTHWEST OF A WITNESS
 MK2109'POST AND 0.285 M (0.935 FT) WEST OF A WITNESS POST.  REBAR WAS DRIVEN
 MK2109'ALONG THE NORTH SIDE OF THE MARK.
 MK2109
 MK2109                          STATION RECOVERY (2000)
 MK2109
 MK2109'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 MK2109'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4110 ***********************************************************************
 AB4110  CBN         -  This is a Cooperative Base Network Control Station.
 AB4110  DESIGNATION -  ROOD
 AB4110  PID         -  AB4110
 AB4110  STATE/COUNTY-  NE/LOGAN
 AB4110  USGS QUAD   -  TARBOX LAKE (1986)
 AB4110
 AB4110                         *CURRENT SURVEY CONTROL
 AB4110  ___________________________________________________________________
 AB4110* NAD 83(1995)-  41 36 51.87547(N)    100 29 30.79367(W)     ADJUSTED  
 AB4110* NAVD 88     -       912.8    (meters)    2995.     (feet)  GPS OBS   
 AB4110  ___________________________________________________________________
 AB4110  X           -    -869,731.051 (meters)                     COMP
 AB4110  Y           -  -4,696,359.923 (meters)                     COMP
 AB4110  Z           -   4,214,272.486 (meters)                     COMP
 AB4110  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AB4110  ELLIP HEIGHT-         891.02  (meters)          (09/24/01) GPS OBS
 AB4110  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 AB4110
 AB4110  HORZ ORDER  -  B
 AB4110  ELLP ORDER  -  FOURTH    CLASS I
 AB4110
 AB4110.The horizontal coordinates were established by GPS observations
 AB4110.and adjusted by the National Geodetic Survey in June 1996..
 AB4110
 AB4110.The orthometric height was determined by GPS observations and a
 AB4110.high-resolution geoid model.
 AB4110
 AB4110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4110
 AB4110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4110
 AB4110.The ellipsoidal height was determined by GPS observations
 AB4110.and is referenced to NAD 83.
 AB4110
 AB4110.The geoid height was determined by GEOID03.
 AB4110
 AB4110;                    North         East     Units Scale Factor Converg.
 AB4110;SPC NE       -   197,861.205   459,015.820   MT  0.99966038   -0 19 33.5
 AB4110;UTM  14      - 4,608,040.883   375,700.681   MT  0.99979013   -0 59 27.3
 AB4110
 AB4110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4110!SPC NE       -   0.99986026  x   0.99966038  =   0.99952069
 AB4110!UTM  14      -   0.99986026  x   0.99979013  =   0.99965042
 AB4110
 AB4110                          SUPERSEDED SURVEY CONTROL
 AB4110
 AB4110  ELLIP H (06/25/96)  891.05   (m)                       GP(       ) 1 1
 AB4110
 AB4110.Superseded values are not recommended for survey control.
 AB4110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4110.See file dsdata.txt to determine how the superseded data were derived.
 AB4110
 AB4110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7570108041(NAD 83)
 AB4110_MARKER: I = METAL ROD
 AB4110_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4110_STAMPING: ROOD 1995
 AB4110_MARK LOGO: NGS   
 AB4110_PROJECTION: FLUSH
 AB4110_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4110+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 AB4110_ROD/PIPE-DEPTH: 15.8 meters
 AB4110_SLEEVE-DEPTH  : 1.00 meters
 AB4110
 AB4110  HISTORY     - Date     Condition        Report By
 AB4110  HISTORY     - 1995     MONUMENTED       NGS
 AB4110  HISTORY     - 20030825 GOOD             NEDR
 AB4110
 AB4110                          STATION DESCRIPTION
 AB4110
 AB4110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 AB4110'THE MARK IS LOCATED ABOUT 9.50 MI (15.29 KM) NORTH OF STAPLETON, 8.75
 AB4110'MI (14.08 KM) SOUTH OF THE LOGAN-THOMAS COUNTY LINE, ABOUT 250 FT
 AB4110'(76.2 M) WEST OF A WINDMILL, ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY
 AB4110'83 AND IN THE SE1/4, SEC13, T19N, R28W.  TO REACH THE MARK FROM THE
 AB4110'JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 92 AT STAPLETON, GO
 AB4110'NORTH ON THE HIGHWAY FOR 9.2 MI (14.8 KM) TO A SIDE ROAD ON THE LEFT.
 AB4110'CONTINUE NORTH ON THE HIGHWAY FOR 0.35 MI (0.56 KM) TO A GATE ON
 AB4110'EITHER SIDE OF THE HIGHWAY AND THE MARK ON THE RIGHT, JUST SOUTH OF
 AB4110'THE EAST GATE.  THE MARK IS A STAINLESS STEEL ROD, WITH A 1.0 M (3.3
 AB4110'FT) SLEEVE, SET WITHIN A 5-INCH PVC PIPE WITH A LOGO CAP THAT IS FLUSH
 AB4110'WITH THE GROUND.  IT IS 48.0 FT (14.6 M) EAST OF THE CENTERLINE OF THE
 AB4110'HIGHWAY, 27.6 FT (8.4 M) SOUTH OF THE SOUTH GATEPOST, 1.5 FT (0.5 M)
 AB4110'WEST OF THE EAST RIGHT-OF-WAY FENCE, 3.0 FT (0.9 M) NORTH OF A WITNESS
 AB4110'POST AND ABOUT 1.0 FT (0.3 M) LOWER THAN THE HIGHWAY.
 AB4110
 AB4110                          STATION RECOVERY (2003)
 AB4110
 AB4110'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2003
 AB4110'RECOVERY NOTE BY NEBRASKA DEPARTMENT OF ROADS 2003 (KSM) RECOVERED IN
 AB4110'GOOD CONDITION. WINDMILL IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0443 ***********************************************************************
 NO0443  DESIGNATION -  ROOST
 NO0443  PID         -  NO0443
 NO0443  STATE/COUNTY-  NE/CHERRY
 NO0443  USGS QUAD   -  HUDSON LAKE (1985)
 NO0443
 NO0443                         *CURRENT SURVEY CONTROL
 NO0443  ___________________________________________________________________
 NO0443* NAD 83(1995)-  42 43 52.54475(N)    100 43 09.76436(W)     ADJUSTED  
 NO0443* NAVD 88     -       919.     (meters)    3015.     (feet)  SCALED    
 NO0443  ___________________________________________________________________
 NO0443  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 NO0443  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 NO0443
 NO0443  HORZ ORDER  -  SECOND
 NO0443
 NO0443.The horizontal coordinates were established by classical geodetic methods
 NO0443.and adjusted by the National Geodetic Survey in August 1997..
 NO0443
 NO0443.The orthometric height was scaled from a topographic map.
 NO0443
 NO0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0443
 NO0443.The geoid height was determined by GEOID03.
 NO0443
 NO0443;                    North         East     Units Scale Factor Converg.
 NO0443;SPC NE       -   322,013.949   441,093.434   MT  0.99988788   -0 28 36.2
 NO0443;UTM  14      - 4,732,405.954   359,245.333   MT  0.99984374   -1 10 00.8
 NO0443
 NO0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0443!SPC NE       -   0.99985919  x   0.99988788  =   0.99974709
 NO0443!UTM  14      -   0.99985919  x   0.99984374  =   0.99970295
 NO0443
 NO0443:                Primary Azimuth Mark                     Grid Az
 NO0443:SPC NE       -  VALENTINE CONSUM PWR RAD TOWER           041 32 07.8
 NO0443:UTM  14      -  VALENTINE CONSUM PWR RAD TOWER           042 13 32.4
 NO0443
 NO0443|---------------------------------------------------------------------|
 NO0443| PID    Reference Object                     Distance      Geod. Az  |
 NO0443|                                                           dddmmss.s |
 NO0443| NO0433 VALENTINE CONSUM PWR RAD TOWER      APPROX.22.2 KM 0410331.6 |
 NO0443| CO3623 ROOST AZ MK                                        0765626.2 |
 NO0443| CO3624 ROOST RM 1                           13.445 METERS 19236     |
 NO0443| CO3625 ROOST RM 2                            6.225 METERS 33218     |
 NO0443|---------------------------------------------------------------------|
 NO0443
 NO0443                          SUPERSEDED SURVEY CONTROL
 NO0443
 NO0443  NAD 83(1986)-  42 43 52.54495(N)    100 43 09.77358(W) AD(       ) 2
 NO0443  NAD 27      -  42 43 52.52800(N)    100 43 08.27300(W) AD(       ) 2
 NO0443
 NO0443.Superseded values are not recommended for survey control.
 NO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0443.See file dsdata.txt to determine how the superseded data were derived.
 NO0443
 NO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN5924532406(NAD 83)
 NO0443_MARKER: DS = TRIANGULATION STATION DISK
 NO0443_SETTING: 0 = UNSPECIFIED SETTING
 NO0443
 NO0443  HISTORY     - Date     Condition        Report By
 NO0443  HISTORY     - 1949     MONUMENTED       CGS
 NO0443
 NO0443                          STATION DESCRIPTION
 NO0443
 NO0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0443'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND HILL,
 NO0443'LOCALLY KNOWN AS ROBBERS ROOST.  IT IS ABOUT 14.0 MILES
 NO0443'SOUTH-SOUTHEAST OF CROOKSTON, 13.0 MILES SOUTH-SOUTHWEST OF
 NO0443'VALENTINE, 2.5 MILES WEST OF GORDON CREEK, AND 4 FEET SOUTHWEST
 NO0443'OF A WITNESS POST.  IT IS A STANDARD DISK CEMENTED IN THE TOP
 NO0443'OF A 4 INCH IRON PIPE THAT PROJECTS 10 INCHES.  IT IS STAMPED,
 NO0443'ROOST 1949.
 NO0443'
 NO0443'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST SLOPE OF THE HILL
 NO0443'AND IS ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NO0443'IS A STANDARD REFERENCE MARK DISK CEMENTED IN THE TOP OF A 4 INCH
 NO0443'IRON PIPE THAT PROJECTS 10 INCHES.  IT IS STAMPED, ROOST NO 1
 NO0443'1949.
 NO0443'
 NO0443'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL AND IS
 NO0443'ABOUT 1 FOOT BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD
 NO0443'REFERENCE MARK DISK CEMENTED IN THE TOP OF A 4 INCH IRON PIPE THAT
 NO0443'PROJECTS 8 INCHES.  IT IS STAMPED, ROOST NO 2 1949.
 NO0443'
 NO0443'AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION AND IS ON THE
 NO0443'WEST END OF A SMALL SAND RIDGE, ABOUT 0.45 MILE SOUTH OF AN
 NO0443'EAST-WEST WIRE FENCE, 0.15 MILE NORTH OF TWO OLD CONCRETE TANKS,
 NO0443'AND IS MARKED BY A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 NO0443'STAMPED, ROOST 1949.
 NO0443'
 NO0443'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 20
 NO0443'AND NO. 83 AT THE SOUTH END OF THE BUSINESS DISTRICT OF VALENTINE,
 NO0443'GO WEST ON U.S. HIGHWAY NO. 20 FOR 0.15 MILE TO A T-ROAD LEFT,
 NO0443'TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.45 MILE, TURN
 NO0443'RIGHT AND GO SOUTHWEST ON OILED ROAD FOR 3.6 MILES TO END OF
 NO0443'OIL ROAD, CONTINUE ON MAIN TRAVELED SAND ROAD FOR 1.55 MILES TO
 NO0443'A FORK, TAKE RIGHT FORK AND GO SOUTHWEST AND WEST FOR 2.4 MILES
 NO0443'TO A RANCH HOUSE ON THE LEFT, CONTINUE WEST ALONG THE NORTH
 NO0443'SIDE OF THE RIVER FOR 1.35 MILES TO A BRIDGE, TURN LEFT
 NO0443'ACROSS BRIDGE, TAKE RIGHT FORK AT THE SOUTH END OF BRIDGE AND
 NO0443'GO WEST AND SOUTH FOR 5.0 MILES TO A FORK AT A WHITE MAILBOX IN
 NO0443'THE CENTER OF THE FORK, TAKE LEFT FORK AND GO 1.15 MILES TO A
 NO0443'RANCH HOUSE ON THE LEFT, TAKE LEFT FORK, JUST AFTER PASSING
 NO0443'THROUGH YARD, AND GO SOUTH FOR 0.1 MILE TO A WIRE GATE ON
 NO0443'THE LEFT, TURN LEFT THROUGH GATE AND FOLLOOW TRACK ROAD
 NO0443'SOUTHWEST FOR 0.2 MILE TO A DIM FORK, TAKE RIGHT FORK AND
 NO0443'FOLLOW TRACK ROAD SOUTHEAST AND EAST FOR 0.7 MILE TO A WIRE
 NO0443'GATE ON THE RIGHT AT A FENCE CORNER, GO THROUGH WIRE GATE, JUST
 NO0443'EAST OF FENCE CORNER AND GO SOUTHEAST ON TRACK ROAD FOR 0.75
 NO0443'MILE, HERE TURN LEFT OFF OF TRACK ROAD AND GO EASTERLY UP
 NO0443'VALLEY, KEEPING ALONG THE SOUTH SIDE OF VALLEY, FOR 0.4 MILE,
 NO0443'TURN RIGHT CROSSING RIDGE FOR 0.1 MILE TO A WIRE GATE IN AN
 NO0443'EAST-WEST FENCE, ABOUT 0.1 MILE EAST-NORTHEAST OF A WINDMILL,
 NO0443'GO THROUGH GATE AND GO SOUTH ACROSS A SAND HILL TO AN OLD
 NO0443'FENCE LINE, CROSS OLD FENCE LINE AND GO SOUTH-SOUTHEAST FOR
 NO0443'0.2 MILE TO A WIRE GATE ON THE LEFT, TURN LEFT THROUGH WIRE GATE
 NO0443'AND GO EAST-SOUTHEAST FOR 0.35 MILE, TURN RIGHT AND PICK WAY
 NO0443'SOUTH FOR ABOUT 0.8 MILE TO AN EAST-WEST WIRE FENCE, GO THROUGH
 NO0443'FENCE AND CONTINUE SOUTH FOR ABOUT 0.6 MILE TO THE EAST BASE
 NO0443'OF THE HIGHEST SAND HILL AND END OF TRUCK TRAVEL, PACK SOUTHWEST
 NO0443'UP STEEP SIDE OF HILL FOR ABOUT 200 FEET TO THE SUMMIT AND THE
 NO0443'STATION.
 NO0443'
 NO0443'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1752 ***********************************************************************
 NM1752  DESIGNATION -  ROSE
 NM1752  PID         -  NM1752
 NM1752  STATE/COUNTY-  NE/CEDAR
 NM1752  USGS QUAD   -  CROFTON (1968)
 NM1752
 NM1752                         *CURRENT SURVEY CONTROL
 NM1752  ___________________________________________________________________
 NM1752* NAD 83(1995)-  42 39 04.06124(N)    097 27 10.00081(W)     ADJUSTED  
 NM1752* NAVD 88     -       520.     (meters)    1706.     (feet)  SCALED    
 NM1752  ___________________________________________________________________
 NM1752  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 NM1752  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NM1752
 NM1752  HORZ ORDER  -  FIRST
 NM1752
 NM1752.The horizontal coordinates were established by classical geodetic methods
 NM1752.and adjusted by the National Geodetic Survey in August 1997..
 NM1752
 NM1752.The orthometric height was scaled from a topographic map.
 NM1752
 NM1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1752
 NM1752.The geoid height was determined by GEOID03.
 NM1752
 NM1752;                    North         East     Units Scale Factor Converg.
 NM1752;SPC NE       -   315,944.399   708,814.471   MT  0.99985878   +1 41 16.9
 NM1752;UTM  14      - 4,723,234.696   626,823.945   MT  0.99979789   +1 02 54.4
 NM1752
 NM1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1752!SPC NE       -   0.99992242  x   0.99985878  =   0.99978121
 NM1752!UTM  14      -   0.99992242  x   0.99979789  =   0.99972033
 NM1752
 NM1752:                Primary Azimuth Mark                     Grid Az
 NM1752:SPC NE       -  ROSE AZ MK                               015 56 10.3
 NM1752:UTM  14      -  ROSE AZ MK                               016 34 32.8
 NM1752
 NM1752|---------------------------------------------------------------------|
 NM1752| PID    Reference Object                     Distance      Geod. Az  |
 NM1752|                                                           dddmmss.s |
 NM1752| CO3626 ROSE AZ MK                                         0173727.2 |
 NM1752| NM1749 HARTINGTON MUNICIPAL TANK           APPROX.15.0 KM 1030612.3 |
 NM1752| CO4406 ROSE RM 1                                          21005     |
 NM1752| CO4407 ROSE RM 2                                          30125     |
 NM1752| NM1753 CROFTON MUNICIPAL STANDPIPE         APPROX. 9.8 KM 3364157.3 |
 NM1752|---------------------------------------------------------------------|
 NM1752
 NM1752                          SUPERSEDED SURVEY CONTROL
 NM1752
 NM1752  NAD 83(1986)-  42 39 04.06764(N)    097 27 09.99134(W) AD(       ) 1
 NM1752  NAD 27      -  42 39 04.06600(N)    097 27 08.77800(W) AD(       ) 1
 NM1752
 NM1752.Superseded values are not recommended for survey control.
 NM1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1752.See file dsdata.txt to determine how the superseded data were derived.
 NM1752
 NM1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN2682423235(NAD 83)
 NM1752_MARKER: DS = TRIANGULATION STATION DISK
 NM1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1752
 NM1752  HISTORY     - Date     Condition        Report By
 NM1752  HISTORY     - 1940     MONUMENTED       CGS
 NM1752  HISTORY     - 1948     GOOD             CGS
 NM1752
 NM1752                          STATION DESCRIPTION
 NM1752
 NM1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1752'STATION IS LOCATED ON A HIGH, BARE CULTIVATED HILL, ABOUT 5.75
 NM1752'MILES SW OF FORDYCE AND 5.75 MILES SSE OF CROFTON, ON LAND OWNED
 NM1752'BY OTTO WOOCKMAN, WHO LIVES ABOUT 0.5 MILE EAST OF THE STATION.
 NM1752'IT IS ABOUT 125 YARDS NE OF THE CENTER OF SEC. 20, T31N, R1W.
 NM1752'
 NM1752'STATION MARK IS STAMPED ROSE 1940 AND PROJECTS 6 INCHES.  IT
 NM1752'IS 15 FEET WEST OF FENCE.
 NM1752'
 NM1752'TO REACH THE STATION FROM THE HARTINGTON HOTEL IN HARTINGTON,
 NM1752'GO WEST 0.25 MILE TO A GRAVEL ROAD LEFT, SOUTH.  TURN LEFT AND
 NM1752'GO 0.6 MILE TO STATE HIGHWAY 84, TURN RIGHT, WEST ON STATE
 NM1752'HIGHWAY 84 AND GO 8 MILES TO A CROSS ROAD.  TURN RIGHT, NORTH AND
 NM1752'GO 3 MILES TO A CROSS ROAD.  TURN LEFT, WEST AND GO 0.2 MILE
 NM1752'TO THE AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF THE ROAD.
 NM1752'CONTINUE WEST 0.3 MILE TO A FARM LANE TO THE LEFT, JUST EAST OF A
 NM1752'SCHOOLHOUSE.  TURN LEFT, SOUTH AND FOLLOW FARM LANE 0.2
 NM1752'MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT THROUGH GATE AND
 NM1752'GO 0.2 MILE SOUTHEAST ACROSS FIELD TO HIGHEST POINT AND
 NM1752'STATION.
 NM1752'
 NM1752'R.M. NO. 1 IS STAMPED ROSE NO. 1 1940 AND PROJECTS 2 INCHES.
 NM1752'IT IS 0.1 MILE EAST OF A FENCE CORNER AND 1 FOOT NORTH OF AN
 NM1752'EAST-WEST FENCE.
 NM1752'
 NM1752'R.M. NO. 2 IS STAMPED ROSE NO. 2 1940 AND PROJECTS 4 INCHES.
 NM1752'IT IS 0.15 MILE SOUTH OF A WIRE GATE AND 1 FOOT EAST OF A
 NM1752'NORTH-SOUTH FENCE.
 NM1752'
 NM1752'THE AZIMUTH MARK IS STAMPED ROSE 1940 AND PROJECTS 4 INCHES.
 NM1752'IT IS 1 FOOT SOUTH OF A FENCE, 29 FEET NORTH OF THE CENTER OF
 NM1752'A DIRT ROAD AND 11 FEET EAST OF A FENCE CORNER.
 NM1752
 NM1752                          STATION RECOVERY (1948)
 NM1752
 NM1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1752'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1752'TO BE IN GOOD CONDITION.  THERE ARE A FEW MINOR CHANGES IN THE
 NM1752'DESCRIPTION SO A COMPLETE NEW DESCRIPTION FOLLOWS.
 NM1752'
 NM1752'STATION IS LOCATED ON A HIGH, BARE, CULTIVATED HILL ABOUT 5.75
 NM1752'MILES SOUTHWEST OF FORDYCE AND 5.75 MILES SOUTH SOUTHEAST OF
 NM1752'CROFTON AND ABOUT 0.5 MILE WEST OF FARM.  THE MARK PROJECTS
 NM1752'ABOUT 6 INCHES AND THE DISK IS STAMPED ROSE 1940.
 NM1752'
 NM1752'REFERENCE MARK NO. 1 IS APPROXIMATELY 0.2 MILE SOUTH SOUTHWEST
 NM1752'OF STATION, 0.1 MILE EAST OF FENCECORNER AND 1 FOOT NORTH OF
 NM1752'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 NM1752'ROSE NO 1 1940.
 NM1752'
 NM1752'REFERENCE MARK NO. 2 IS APPROXIMATELY 0.2 MILE NORTHWEST OF STATION,
 NM1752'30 FEET SOUTH OF FENCECORNER AND 1 FOOT EAST OF FENCE.  THE
 NM1752'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ROSE NO
 NM1752'2 1940.
 NM1752'
 NM1752'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTH NORTHEAST OF STATION,
 NM1752'27 FEET NORTH OF APPROXIMATE CENTERLINE OF DIRT ROAD, 11 FEET
 NM1752'EAST OF FENCECORNER, 2 FEET WEST OF WITNESS POST AND 1 FOOT
 NM1752'SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 NM1752'IS STAMPED ROSE 1940.
 NM1752'
 NM1752'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 15 IN
 NM1752'CROFTON GO EAST ON STATE HIGHWAY 12 FOR 4.1 MILES TO A T ROAD
 NM1752'LEFT.  TURN LEFT ON DIRT ROAD CROSSING RAILROAD TRACKS AND GO
 NM1752'SOUTH FOR 3.45 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST FOR
 NM1752'0.2 MILE TO AZIMUTH MARK ON THE RIGHT OR NORTH SIDE OF ROAD AS
 NM1752'DESCRIBED.  CONTINUE WEST FOR 0.3 MILE TO A DRIVEWAY ON LEFT
 NM1752'LEADING SOUTH ACROSS THE EAST SIDE OF A SCHOOL YARD.  TURN LEFT AND
 NM1752'GO SOUTH PASSING THROUGH GATE IN SOUTHEAST CORNER OF SCHOOL YARD
 NM1752'FOR 0.1 MILE TO GATE ON LEFT.  TURN LEFT AND GO EAST ALONG
 NM1752'SOUTH SIDE OF FENCE FOR 0.2 MILE TO DIVIDING LINE BETWEEN
 NM1752'FIELDS.  TURN RIGHT AND GO SOUTH BETWEEN THE TWO FIELDS FOR
 NM1752'0.25 MILE TO TOP OF RIDGE AND STATION ABOUT 35 YARDS WEST OF
 NM1752'LINE BETWEEN FIELDS.
 NM1752'
 NM1752'A 100 FOOT SIGNAL AT STATION SCHMIDT 1935 IS VISIBLE FROM THE GROUND.
 NM1752'
 NM1752'AN 87 FOOT SIGNAL AT STATION PEORIA 1940 IS VISIBLE FROM THE GROUND.
 NM1752'
 NM1752'HEIGHT OF LIGHTS ABOVE STATION - 1 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0755 ***********************************************************************
 NN0755  DESIGNATION -  ROSE
 NN0755  PID         -  NN0755
 NN0755  STATE/COUNTY-  NE/ROCK
 NN0755  USGS QUAD   -  STONEHOUSE RANCH NW (1981)
 NN0755
 NN0755                         *CURRENT SURVEY CONTROL
 NN0755  ___________________________________________________________________
 NN0755* NAD 83(1995)-  42 09 20.44249(N)    099 27 54.64624(W)     ADJUSTED  
 NN0755* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 NN0755  ___________________________________________________________________
 NN0755  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 NN0755  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 NN0755
 NN0755  HORZ ORDER  -  SECOND
 NN0755
 NN0755.The horizontal coordinates were established by classical geodetic methods
 NN0755.and adjusted by the National Geodetic Survey in August 1997..
 NN0755
 NN0755.The orthometric height was scaled from a topographic map.
 NN0755
 NN0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0755
 NN0755.The geoid height was determined by GEOID03.
 NN0755
 NN0755;                    North         East     Units Scale Factor Converg.
 NN0755;SPC NE       -   257,981.583   544,189.586   MT  0.99972286   +0 21 15.9
 NN0755;UTM  14      - 4,667,165.968   461,568.941   MT  0.99961817   -0 18 43.9
 NN0755
 NN0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0755!SPC NE       -   0.99988404  x   0.99972286  =   0.99960693
 NN0755!UTM  14      -   0.99988404  x   0.99961817  =   0.99950225
 NN0755
 NN0755|---------------------------------------------------------------------|
 NN0755| PID    Reference Object                     Distance      Geod. Az  |
 NN0755|                                                           dddmmss.s |
 NN0755| CO4409 ROSE RM 1                             4.319 METERS 07750     |
 NN0755| CO4410 ROSE RM 2                             4.274 METERS 17346     |
 NN0755| CO4408 ROSE AZ MK                                         1915806.0 |
 NN0755|---------------------------------------------------------------------|
 NN0755
 NN0755                          SUPERSEDED SURVEY CONTROL
 NN0755
 NN0755  NAD 83(1986)-  42 09 20.44728(N)    099 27 54.65858(W) AD(       ) 2
 NN0755  NAD 27      -  42 09 20.43900(N)    099 27 53.24700(W) AD(       ) 2
 NN0755
 NN0755.Superseded values are not recommended for survey control.
 NN0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0755.See file dsdata.txt to determine how the superseded data were derived.
 NN0755
 NN0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6156967166(NAD 83)
 NN0755_MARKER: DS = TRIANGULATION STATION DISK
 NN0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0755
 NN0755  HISTORY     - Date     Condition        Report By
 NN0755  HISTORY     - 1949     MONUMENTED       CGS
 NN0755
 NN0755                          STATION DESCRIPTION
 NN0755
 NN0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0755'THE STATION IS LOCATED ABOUT 0.35 MILE NORTHEAST OF THE ROSE
 NN0755'POST OFFICE AND 0.15 MILE EAST OF U.S. HIGHWAY 183 ON THE
 NN0755'HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS ANTELOPE HILL AND ON
 NN0755'LAND OWNED BY MR. G.W. SWINNEY.  IT IS STAMPED ROSE 1949 AND
 NN0755'SET FLUSH WITH THE GROUND SURFACE.
 NN0755'
 NN0755'REFERENCE MARK NO 1 IS EAST OF THE STATION AND ON APPROXIMATELY
 NN0755'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED ROSE
 NN0755'NO 1 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0755'
 NN0755'REFERENCE MARK NO 2 IS SOUTH OF THE STATION AND ON APPROXIMATELY
 NN0755'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED ROSE
 NN0755'NO 2 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 NN0755'
 NN0755'THE AZIMUTH MARK IS ABOUT 0.75 MILE SOUTH-SOUTHWEST OF THE STATION,
 NN0755'0.45 MILE SOUTH OF THE ROSE POST OFFICE, 35 FEET WEST OF THE
 NN0755'CENTER OF U.S. HIGHWAY 183, 2 FEET NORTH OF WITNESS POST AND
 NN0755'1 FOOT EAST OF FENCE LINE.  IT IS STAMPED ROSE 1949 AND PROJECTS
 NN0755'4 INCHES.  TO REACH FROM THE ROSE POST OFFICE, GO SOUTH ON
 NN0755'HIGHWAY FOR 0.45 MILE TO THE MARK ON THE WEST SIDE AS DESCRIBED.
 NN0755'
 NN0755'TO REACH FROM THE ROSE POST OFFICE, WHICH IS 32.5 MILES SOUTH
 NN0755'OF BASSETT AND 32.0 MILES NORTH OF TAYLOR ON U.S. HIGHWAY 183,
 NN0755'GO THROUGH GATE ON EAST SIDE OF HIGHWAY OPPOSITE THE ROSE POST
 NN0755'OFFICE, TURN LEFT AND GO NORTH ALONG EAST SIDE OF FENCE LINE
 NN0755'FOR 0.25 MILE, TURN RIGHT AND GO EAST-NORTHEAST ACROSS PASTURE
 NN0755'FOR 0.15 MILE TO HIGHEST POINT AND STATION AS DESCRIBED.
 NN0755'
 NN0755'A 4 FOOT SIGNAL AT STATION OVITT 1934 IS VISIBLE AT 4 FEET
 NN0755'
 NN0755'A 74 FOOT SIGNAL AT STATION DUFF 1934 IS VISIBLE AT 4 FEET
 NN0755'
 NN0755'A 4 FOOT SIGNAL AT STATION LINE IS VISIBLE AT 4 FEET
 NN0755'
 NN0755'A 4 FOOT SIGNAL AT STATION ROSE HILL IS VISIBLE AT 4 FEET
 NN0755'
 NN0755'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0579 ***********************************************************************
 MN0579  DESIGNATION -  ROSE
 MN0579  PID         -  MN0579
 MN0579  STATE/COUNTY-  NE/KIMBALL
 MN0579  USGS QUAD   -  BENNETT RESERVOIR EAST (1979)
 MN0579
 MN0579                         *CURRENT SURVEY CONTROL
 MN0579  ___________________________________________________________________
 MN0579* NAD 83(1995)-  41 22 06.08140(N)    103 35 15.33868(W)     ADJUSTED  
 MN0579* NAVD 88     -      1470.     (meters)    4823.     (feet)  SCALED    
 MN0579  ___________________________________________________________________
 MN0579  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 MN0579  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 MN0579
 MN0579  HORZ ORDER  -  SECOND
 MN0579
 MN0579.The horizontal coordinates were established by classical geodetic methods
 MN0579.and adjusted by the National Geodetic Survey in August 1997..
 MN0579
 MN0579.The orthometric height was scaled from a topographic map.
 MN0579
 MN0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0579
 MN0579.The geoid height was determined by GEOID03.
 MN0579
 MN0579;                    North         East     Units Scale Factor Converg.
 MN0579;SPC NE       -   176,650.826   200,031.527   MT  0.99966146   -2 22 39.0
 MN0579;UTM  13      - 4,580,611.707   618,123.262   MT  0.99977172   +0 56 00.8
 MN0579
 MN0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0579!SPC NE       -   0.99977249  x   0.99966146  =   0.99943403
 MN0579!UTM  13      -   0.99977249  x   0.99977172  =   0.99954426
 MN0579
 MN0579|---------------------------------------------------------------------|
 MN0579| PID    Reference Object                     Distance      Geod. Az  |
 MN0579|                                                           dddmmss.s |
 MN0579| CP8530 ROSE RM 1                            27.834 METERS 13450     |
 MN0579| CP8531 ROSE RM 2                            25.857 METERS 22256     |
 MN0579| CP8529 ROSE AZ MK                                         2993137.3 |
 MN0579|---------------------------------------------------------------------|
 MN0579
 MN0579                          SUPERSEDED SURVEY CONTROL
 MN0579
 MN0579  NAD 83(1995)-  41 22 06.08075(N)    103 35 15.33823(W) AD(       ) 2
 MN0579  NAD 83(1986)-  41 22 06.07256(N)    103 35 15.33876(W) AD(       ) 2
 MN0579  NAD 27      -  41 22 06.15150(N)    103 35 13.55420(W) AD(       ) 2
 MN0579
 MN0579.Superseded values are not recommended for survey control.
 MN0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0579.See file dsdata.txt to determine how the superseded data were derived.
 MN0579
 MN0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1812380612(NAD 83)
 MN0579_MARKER: DS = TRIANGULATION STATION DISK
 MN0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0579
 MN0579  HISTORY     - Date     Condition        Report By
 MN0579  HISTORY     - 1963     MONUMENTED       CGS
 MN0579
 MN0579                          STATION DESCRIPTION
 MN0579
 MN0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0579'THE STATION IS LOCATED 10-1/2 MILES NORTH-NORTHWEST OF DIX,
 MN0579'AND 10 MILES NORTH-NORTHEAST OF KIMBALL.  IT IS ON A LOCALLY
 MN0579'PROMINENT, LOW, FLAT-TOPPED HILL IN PASTURE LAND OWNED AT
 MN0579'PRESENT BY OMAR SWEARINGEN.
 MN0579'
 MN0579'TO REACH THE STATION FROM THE POST OFFICE IN KIMBALL GO NORTH
 MN0579'ON WALNUT ST. 1 BLOCK TO 1ST STREET.  TURN LEFT AND GO WEST
 MN0579'ON 1ST STREET TO STATE HIGHWAY 71.  TURN RIGHT AND GO NORTH ON
 MN0579'STATE HIGHWAY 71 FOR 9.0 MILES TO A GRADED, GRAVELED CROSSROAD.
 MN0579'TURN RIGHT AND GO EAST 4.1 MILES TO A SIDE ROAD ON THE RIGHT.
 MN0579'THE STATION IS ALMOST DIRECTLY NORTH OF THIS POINT ON THE HIGH
 MN0579'GROUND.  THE ROUTE TO DRIVE WILL DEPEND ON CULTIVATION IN
 MN0579'THE FIELD TO THE NORTH.  GO NORTH ON UNCULTIVATED GROUND 0.3
 MN0579'MILE TO AN EAST-WEST FENCE LINE.  THERE IS A GATE AND LOADING
 MN0579'CHUTE ABOUT 0.1 MILE WEST OF THE STATION IN THIS FENCE LINE.
 MN0579'PASS THROUGH GATE AND GO EAST ON NORTH SIDE OF FENCE 0.1
 MN0579'MILE TO TOP OF HILL AND STATION.
 MN0579'
 MN0579'THE STATION MARK IS A STANDARD DISK STAMPED ROSE 1963 CEMENTED
 MN0579'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT SET FLUSH
 MN0579'WITH THE SURFACE OF THE GROUND.  IT IS 64.4 FEET NORTH OF A
 MN0579'METAL WITNESS POST IN THE EAST-WEST FENCE LINE.
 MN0579'
 MN0579'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ROSE NO
 MN0579'1 1963 CEMENTED IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 MN0579'MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 73.3
 MN0579'FEET EAST OF THE METAL WITNESS POST, 1 FOOT NORTH OF THE
 MN0579'EAST-WEST FENCE LINE, AND AT THE SAME ELEVATION AS THE STATION.
 MN0579'
 MN0579'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ROSE NO
 MN0579'2 1963 CEMENTED IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 MN0579'MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 MN0579'49.2 FEET WEST OF THE METAL WITNESS POST, 1 FOOT NORTH OF
 MN0579'THE EAST-WEST FENCE LINE, AND AT THE SAME ELEVATION AS THE
 MN0579'STATION.
 MN0579'
 MN0579'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROSE 1963 CEMENTED
 MN0579'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT SET FLUSH
 MN0579'WITH THE SURFACE OF THE GROUND.  IT IS 2 FEET SOUTH OF A
 MN0579'METAL WITNESS POST, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 MN0579'
 MN0579'TO REACH THE AZIMUTH MARK FROM THE GATE AND LOADING CHUTE
 MN0579'MENTIONED ABOVE, GO NORTH AND NORTHWEST ALONG EAST SIDE OF
 MN0579'FENCE 0.3 MILE ON TRACK ROAD TO A DIM FORK.  TAKE LEFT FORK
 MN0579'AND GO WEST 0.2 MILE TO THE MARK IN THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0757 ***********************************************************************
 NN0757  DESIGNATION -  ROSE HILL
 NN0757  PID         -  NN0757
 NN0757  STATE/COUNTY-  NE/ROCK
 NN0757  USGS QUAD   -  STONEHOUSE RANCH NW (1981)
 NN0757
 NN0757                         *CURRENT SURVEY CONTROL
 NN0757  ___________________________________________________________________
 NN0757* NAD 83(1995)-  42 12 32.31053(N)    099 22 44.06384(W)     ADJUSTED  
 NN0757* NAVD 88     -       777.     (meters)    2549.     (feet)  SCALED    
 NN0757  ___________________________________________________________________
 NN0757  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 NN0757  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 NN0757
 NN0757  HORZ ORDER  -  FIRST
 NN0757
 NN0757.The horizontal coordinates were established by classical geodetic methods
 NN0757.and adjusted by the National Geodetic Survey in August 1997..
 NN0757
 NN0757.The orthometric height was scaled from a topographic map.
 NN0757
 NN0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0757
 NN0757.The geoid height was determined by GEOID03.
 NN0757
 NN0757;                    North         East     Units Scale Factor Converg.
 NN0757;SPC NE       -   263,947.499   551,275.260   MT  0.99973386   +0 24 41.7
 NN0757;UTM  14      - 4,673,048.402   468,722.714   MT  0.99961204   -0 15 16.4
 NN0757
 NN0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0757!SPC NE       -   0.99988170  x   0.99973386  =   0.99961560
 NN0757!UTM  14      -   0.99988170  x   0.99961204  =   0.99949379
 NN0757
 NN0757|---------------------------------------------------------------------|
 NN0757| PID    Reference Object                     Distance      Geod. Az  |
 NN0757|                                                           dddmmss.s |
 NN0757| CO4412 ROSE HILL RM 1                                     01814     |
 NN0757| CO4413 ROSE HILL RM 2                                     10400     |
 NN0757| CO4411 ROSE HILL AZ MK                                    1965315.7 |
 NN0757|---------------------------------------------------------------------|
 NN0757
 NN0757                          SUPERSEDED SURVEY CONTROL
 NN0757
 NN0757  NAD 83(1986)-  42 12 32.31562(N)    099 22 44.07528(W) AD(       ) 1
 NN0757  NAD 27      -  42 12 32.31100(N)    099 22 42.66900(W) AD(       ) 1
 NN0757
 NN0757.Superseded values are not recommended for survey control.
 NN0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0757.See file dsdata.txt to determine how the superseded data were derived.
 NN0757
 NN0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6872373048(NAD 83)
 NN0757_MARKER: DS = TRIANGULATION STATION DISK
 NN0757_SETTING: 0 = UNSPECIFIED SETTING
 NN0757
 NN0757  HISTORY     - Date     Condition        Report By
 NN0757  HISTORY     - 1949     MONUMENTED       CGS
 NN0757
 NN0757                          STATION DESCRIPTION
 NN0757
 NN0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0757'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST AND 4.0 MILES
 NN0757'NORTH OF THE ROSE POST OFFICE AND ABOUT 1-1/2 MILES EAST AND
 NN0757'1/2 MILE NORTH OF THE ROSE HILL CHURCH ON THE HIGHEST POINT
 NN0757'OF A PROMINENT POINTED SAND HILL ABOUT 0.15 MILE EAST OF
 NN0757'NORTH-SOUTH FENCE LINE AND ABOUT 0.4 MILE SOUTH OF EAST-WEST
 NN0757'FENCE LINE AND 7 FEET NORTH OF WITNESS POST.  THE DISK IS
 NN0757'SET IN CONCRETE IN THE TOP OF A 4 INCH GALVANIZED IRON PIPE.
 NN0757'IT IS STAMPED ROSE HILL 1949 AND PROJECTS 1 FOOT.
 NN0757'
 NN0757'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION.  IT
 NN0757'IS STAMPED ROSE HILL NO 1 1949 AND PROJECTS 5 INCHES.
 NN0757'
 NN0757'REFERENCE MARK NO 2 IS EAST-SOUTHEAST OF THE STATION, SET
 NN0757'ON THE EAST SLOPE OF THE HILL.  IT IS STAMPED ROSE HILL NO
 NN0757'2 1949 AND PROJECTS 3 INCHES.
 NN0757'
 NN0757'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHWEST OF THE
 NN0757'STATION, ON THE HIGH POINT OF THE RIDGE TO THE SOUTH, 1 FOOT
 NN0757'EAST OF NORTH-SOUTH FENCE LINE AND 3 FEET NORTH OF WITNESS
 NN0757'POST.  IT IS STAMPED ROSE HILL 1949 AND PROJECTS 4 INCHES.
 NN0757'
 NN0757'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 NN0757'AND 183 IN THE SOUTHWEST EDGE OF BASSETT, GO SOUTH ON U.S.
 NN0757'HIGHWAY 183 TOWARDS TAYLOR FOR 29.0 MILES TO CROSSROAD AND
 NN0757'SIGN ON RIGHT POINTING TO DUFF, TURN LEFT AND GO EAST ON DIRT
 NN0757'ROAD FOR 2.9 MILES TO CROSSROAD AND ROSE HILL CHURCH ON
 NN0757'RIGHT, CONTINUE STRAIGHT AHEAD EAST ON TRACK ROAD FOR 0.6
 NN0757'MILE TO POINT WHERE ROAD TURNS LEFT JUST AFTER PASSING HOUSE
 NN0757'ON RIGHT, CONTINUE STRAIGHT AHEAD EAST TO WIRE GATE IN FENCE
 NN0757'LINE, PASS THROUGH GATE AND CONTINUE EAST ALONG NORTH SIDE OF
 NN0757'FENCE LINE FOR 0.1 MILE TO WIRE GATE IN SOUTHEAST CORNER OF
 NN0757'PASTURE, PASS THROUGH GATE AND FOLLOW MAIN TRACK ROAD EAST
 NN0757'AND NORTHEAST ACROSS PASTURE FOR 0.7 MILE, LEAVE ROAD AND
 NN0757'CONTINUE NORTHEAST ACROSS PASTURE FOR 0.2 MILE TO
 NN0757'NORTH-SOUTH FENCE LINE AND AZIMUTH MARK AS DESCRIBED, TURN
 NN0757'LEFT AND FOLLOW FENCE LINE NORTH FOR ABOUT 0.25 MILE TO END
 NN0757'OF TRUCK TRAVEL ABOUT 0.15 MILE WEST OF HIGH SAND HILL AND
 NN0757'STATION AS DESCRIBED.  TRUCKS CAN BE DRIVEN ALMOST TO
 NN0757'STATION BY TAKING FENCE LINE DOWN AND PICKING WAY AROUND
 NN0757'TO EAST SIDE OF STATION.
 NN0757'
 NN0757'A 47 FOOT SIGNAL AT STATION JOSIE IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 4 FOOT SIGNAL AT STATION GRANT IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 4 FOOT SIGNAL AT STATION LOUP IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 4 FOOT SIGNAL AT STATION OVITT 1934 IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 4 FOOT SIGNAL AT STATION ROSE IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 74 FOOT SIGNAL AT STATION DUFF 1934 IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 4 FOOT SIGNAL AT STATION ROCK IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 74 FOOT SIGNAL AT STATION BLAINE 1934 IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 4 FOOT SIGNAL AT STATION SHAW IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'A 74 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 4 FEET
 NN0757'
 NN0757'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1196 ***********************************************************************
 LH1196  DESIGNATION -  ROSELAND RESET
 LH1196  PID         -  LH1196
 LH1196  STATE/COUNTY-  NE/ADAMS
 LH1196  USGS QUAD   -  ROSELAND (1969)
 LH1196
 LH1196                         *CURRENT SURVEY CONTROL
 LH1196  ___________________________________________________________________
 LH1196* NAD 83(1995)-  40 26 15.60763(N)    098 30 55.09537(W)     ADJUSTED  
 LH1196* NAVD 88     -       590.     (meters)    1936.     (feet)  SCALED    
 LH1196  ___________________________________________________________________
 LH1196  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 LH1196  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 LH1196
 LH1196  HORZ ORDER  -  THIRD
 LH1196
 LH1196.The horizontal coordinates were established by classical geodetic methods
 LH1196.and adjusted by the National Geodetic Survey in August 1997..
 LH1196
 LH1196.The orthometric height was scaled from a topographic map.
 LH1196
 LH1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1196
 LH1196.The geoid height was determined by GEOID03.
 LH1196
 LH1196;                    North         East     Units Scale Factor Converg.
 LH1196;SPC NE       -    68,181.516   625,943.233   MT  0.99983075   +0 59 02.1
 LH1196;UTM  14      - 4,476,448.797   541,108.205   MT  0.99962080   +0 18 51.8
 LH1196
 LH1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1196!SPC NE       -   0.99991141  x   0.99983075  =   0.99974217
 LH1196!UTM  14      -   0.99991141  x   0.99962080  =   0.99953224
 LH1196
 LH1196|---------------------------------------------------------------------|
 LH1196| PID    Reference Object                     Distance      Geod. Az  |
 LH1196|                                                           dddmmss.s |
 LH1196| CN9630 ROSELAND RM 3                        43.577 METERS 00054     |
 LH1196| CN9627 ROSELAND AZ MK 2                                   0920650.8 |
 LH1196| CN9626 ROSELAND AZ MK                                     0921542.9 |
 LH1196| LH1195 AYR SERVICE PIPE LINE CO TANK       APPROX. 6.4 KM 0955324.0 |
 LH1196| LH1189 BLUE HILL MUNICIPAL STANDPIPE       APPROX.12.9 KM 1543458.0 |
 LH1196| CN9628 ROSELAND RM 1                        33.743 METERS 15554     |
 LH1196| CN9629 ROSELAND RM 2                        26.468 METERS 25217     |
 LH1196|---------------------------------------------------------------------|
 LH1196
 LH1196                          SUPERSEDED SURVEY CONTROL
 LH1196
 LH1196  NAD 83(1986)-  40 26 15.61454(N)    098 30 55.09492(W) AD(       ) 3
 LH1196  NAD 27      -  40 26 15.56000(N)    098 30 53.87100(W) AD(       ) 3
 LH1196
 LH1196.Superseded values are not recommended for survey control.
 LH1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1196.See file dsdata.txt to determine how the superseded data were derived.
 LH1196
 LH1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4110876449(NAD 83)
 LH1196_MARKER: DS = TRIANGULATION STATION DISK
 LH1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1196_STAMPING: ROSELAND 1951 1967
 LH1196_MARK LOGO: CGS   
 LH1196_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LH1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1196+STABILITY: SURFACE MOTION
 LH1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1196+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1998
 LH1196
 LH1196  HISTORY     - Date     Condition        Report By
 LH1196  HISTORY     - 1967     MONUMENTED       CGS
 LH1196  HISTORY     - 1967     GOOD             CGS
 LH1196  HISTORY     - 19980714 GOOD             NEDR
 LH1196
 LH1196                          STATION DESCRIPTION
 LH1196
 LH1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (RLE)
 LH1196'THE STATION IS ABOUT 4 MILES SOUTHEAST OF ROSELAND AND 4 MILES
 LH1196'WEST OF AYR.  IT IS NEAR THE SOUTHWEST CORNER OF A TRIANGULAR
 LH1196'PLOT OF GROUND FORMED BY A CROSSROAD INTERSECTION AND STATE
 LH1196'HIGHWAY 74, 74 FEET NORTH FROM THE CENTER OF AN EAST-WEST
 LH1196'DIRT ROAD, 51 FEET EAST FROM THE CENTER OF A NORTH-SOUTH DIRT
 LH1196'ROAD, 31 FEET NORTHEAST OF A TELEPHONE POLE AND 1.5 FEET
 LH1196'EAST-SOUTHEAST OF A WITNESS POST.  IT IS STAMPED ROSELAND
 LH1196'1951 AND PROJECTS 5 INCHES.
 LH1196'
 LH1196'REFERENCE MARK NO. 1 IS SET IN A FENCE LINE, 84 FEET EAST FROM
 LH1196'THE CENTER OF A NORTH-SOUTH DIRT ROAD, 31 FEET SOUTH FROM THE
 LH1196'CENTER OF AN EAST-WEST DIRT ROAD AND 1 FOOT WEST OF A TELEPHONE
 LH1196'POLE.  IT IS STAMPED ROSELAND NO 1 1951 AND PROJECTS 3 INCHES.
 LH1196'
 LH1196'REFERENCE MARK NO. 2 IS SET IN A FENCE LINE, 48 FEET NORTH
 LH1196'FROM THE CENTER OF AN EAST-WEST DIRT ROAD AND 31 FEET WEST FROM
 LH1196'THE CENTER OF A NORTH-SOUTH DIRT ROAD.  IT IS STAMPED ROSELAND
 LH1196'NO 2 1951 AND PROJECTS 5 INCHES.
 LH1196'
 LH1196'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 LH1196'NO. 2 IS 148.2 FEET.
 LH1196'
 LH1196'THE AZIMUTH MARK IS 34 FEET SOUTH FROM THE CENTER OF STATE
 LH1196'HIGHWAY 74, 1.5 FEET WEST FROM A TELEPHONE POLE AND 1.5 FEET
 LH1196'WEST FROM A WITNESS POST.  IT IS STAMPED ROSELAND 1951 AND
 LH1196'PROJECTS 5 INCHES.
 LH1196'
 LH1196'TO REACH THE STATION FROM THE POST OFFICE IN AYR, GO WEST ON
 LH1196'STATE HIGHWAY 74 FOR 3.65 MILES TO THE AZIMUTH MARK ON THE
 LH1196'LEFT AS DESCRIBED.  CONTINUE WEST 0.4 MILE TO WHERE STATE
 LH1196'HIGHWAY 74 CURVES TO THE NORTH AND A DIRT ROAD STRAIGHT AHEAD,
 LH1196'GO WEST ON A DIRT ROAD FOR 0.05 MILE TO A CROSSROAD AND THE
 LH1196'STATION ON THE RIGHT AS DESCRIBED.
 LH1196
 LH1196                          STATION RECOVERY (1967)
 LH1196
 LH1196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LH1196'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 LH1196'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 LH1196'DESTROYED.  THE AZIMUTH MARK WAS DESTROYED DURING PIPELINE
 LH1196'CONSTRUCTION AND THE MARK WAS RESET BY A FARMER WHO LIVES NEAR BY.
 LH1196'
 LH1196'THE SURFACE MARK WAS LOWERED, REFERENCE MARK NO. 3 WAS SET,
 LH1196'AND A NEW AZIMUTH WAS OBTAINED FOR THE RESET AZIMUTH MARK.
 LH1196'
 LH1196'FOLLOWING IS A NEW DESCRIPTION.
 LH1196'
 LH1196'TO REACH THE STATION FROM THE POST OFFICE IN AYR, GO WEST ON
 LH1196'STATE HIGHWAY 74 FOR 3.55 MILES TO A FIELD ROAD AND THE AZIMUTH
 LH1196'MARK ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 74 FOR 0.45
 LH1196'MILE TO WHERE 74 CURVES TO THE NORTH AND A GRAVELED ROAD
 LH1196'STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, WEST, FOR 0.05 MILE
 LH1196'TO A CROSSROAD AND THE STATION IS NEAR THE SOUTHWEST CORNER
 LH1196'OF A TRIANGULAR PLOT OF GROUND FORMED BY THE CROSSROAD AND
 LH1196'STATE HIGHWAY 74.
 LH1196'
 LH1196'STATION MARK, A STANDARD DISK STAMPED ROSELAND 1951 1967, IS
 LH1196'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 LH1196'THE SURFACE OF THE GROUND.  IT IS 74 FEET NORTH OF THE CENTER
 LH1196'OF AN EAST-WEST ROAD AND 51 FEET EAST OF A NORTH-SOUTH ROAD.
 LH1196'
 LH1196'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROSELAND NO. 2 1951,
 LH1196'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 LH1196'INCHES.  IT IS 48 FEET NORTH OF AN EAST-WEST ROAD AND 31 FEET
 LH1196'WEST OF A NORTH-SOUTH ROAD.
 LH1196'
 LH1196'REFERENCE MARK NO. 3 A STANDARD DISK STAMPED ROSELAND 1951 NO. 3
 LH1196'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 LH1196'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 96 FEET
 LH1196'SOUTH-SOUTHEAST OF THE NORTH POINT OF THE TRIANGLE FORMED BY
 LH1196'THE ROADS, 52 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 LH1196'AND 36 FEET WEST OF THE CENTER OF CURVE ON STATE HIGHWAY 74.
 LH1196'
 LH1196'AZIMUTH MARK, A STANDARD DISK STAMPED ROSELAND 1951 AZ. 2 1967,
 LH1196'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LH1196'3 INCHES.  IT IS 32 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LH1196'74, 11 FEET WEST OF THE CENTER OF THE FIELD ROAD, 0.5 FOOT
 LH1196'SOUTH OF A WHITE WOODEN POST, AND 0.5 FOOT NORTH OF A RED AND
 LH1196'WHITE PIPE ABOUT 7 FEET HIGH AND THE PIPE HAS A SIGN WARNING
 LH1196'GAS PIPELINE.
 LH1196'
 LH1196'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 LH1196'WEST OF AYR.
 LH1196
 LH1196                          STATION RECOVERY (1998)
 LH1196
 LH1196'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LH1196'RECOVERED IN GOOD CONDITION, ABOUT 4.O MI WEST OF AYR, 2.8 MI (4.5 KM)
 LH1196'SOUTHEAST OF ROSELAND, SOUTHWEST OF THE MIDDLE OF A CURVE OF STATE
 LH1196'HIGHWAY 74, NEAR THE SOUTHWEST CORNER OF A TRIANGULAR SHAPED AREA OF
 LH1196'THE JUNCTION OF 2 COUNTY ROADS AND THE HIGHWAY, ON ROAD RIGHT-OF-WAY
 LH1196'AND NEAR THE SOUTHWEST CORNER OF SEC36, T6N, R11W.  TO REACH FROM THE
 LH1196'RAILROAD CROSSING ON STATE HIGHWAY 74, IN AYR, GO WEST ON THE HIGHWAY
 LH1196'FOR 4.0 MI (6.4 KM) TO A CURVE TO THE NORTH AND THE JUNCTION WITH A
 LH1196'GRAVELED ROAD LEADING WEST.  CONTINUE WEST ON THE GRAVELED ROAD FOR
 LH1196'0.05 MI (0.08 KM) TO AN INTERSECTION WITH A NORTH-SOUTH GRAVELED ROAD
 LH1196'AND THE STATION ON THE RIGHT, IN THE NORTHEAST ANGLE OF THE
 LH1196'INTERSECTION.  IT IS A STANDARD DISK, SET INTO THE TOP OF A ROUND
 LH1196'CONCRETE POST THAT IS RECESSED 2 CM AND 22.20 M (72.83 FT) NORTH OF
 LH1196'THE CENTERLINE OF THE EAST-WEST ROAD, 15.50 M (50.85 FT) EAST OF THE
 LH1196'CENTERLINE OF THE NORTH-SOUTH ROAD, 11.18 M (36.68 FT) NORTH-NORTHEAST
 LH1196'OF A BOLT ON TOP OF A LARGE METAL POST AND 0.41 M (1.35 FT) WEST OF
 LH1196'THE BOTTOM OF A FIBERGLASS WITNESS POST.  A MAGNET WAS PLACED AT THE
 LH1196'NORTH SIDE OF THE MARK.  AZIMUTH MARK 2 WAS SEARCHED FOR AND NOT
 LH1196'FOUND.  IT IS BELIEVED TO BE DESTROYED.  AN AZIMUTH MARKER
 LH1196'STAMPED--ROSELAND 2 1977--WAS FOUND 0.25 MI (0.40 KM) NORTH OF THE
 LH1196'STATION.  UPON INVESTIGATION, AND INQUIRY TO THE NATIONAL GEODETIC
 LH1196'SURVEY, NO EVIDENCE, OR DATA, COULD BE FOUND FOR THE MARK, OR
 LH1196'A--ROSELAND 2.  THEREFORE, THE NGS ADVISOR RESTAMPED THIS AZIMUTH
 LH1196'MARK--ROSELAND 1951 NO 3 1998--AND IT WILL BE USED BY THE NEBRASKA
 LH1196'DEPARTMENT OF ROADS AS AN AZIMUTH MARK 3.  TO REACH THIS AZIMUTH MARK
 LH1196'FROM THE RAILROAD CROSSING IN AYR, GO WEST ON HIGHWAY 74 FOR 4.0 MI
 LH1196'(6.4 KM) TO A CURVE TO THE LEFT, AND NORTH.  CONTINUE THROUGH THE
 LH1196'CURVE FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT AT THE NORTH END OF
 LH1196'THE CURVE, 34.0 M (111.5 FT) NORTH FROM THE CENTERLINE OF THE ENTRANCE
 LH1196'TO A MENNONITE CHURCH CEMETERY, 11.40 M (37.40 FT) WEST OF THE
 LH1196'CENTERLINE OF THE HIGHWAY, 1.38 M (4.53 FT) SOUTH-SOUTHEAST OF THE SE
 LH1196'CORNER OF A R-O-W MARKER, 0.50 M (1.64 FT) SOUTH OF A POINT INLINE
 LH1196'WITH A FENCE LEADING WEST AND 0.25 M (0.82 FT) EAST OF A WITNESS POST,
 LH1196'ON RIGHT-OF-WAY IN THE SE1/4, SEC35, T6N, R11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1076 ***********************************************************************
 LG1076  DESIGNATION -  ROSEMAN
 LG1076  PID         -  LG1076
 LG1076  STATE/COUNTY-  NE/JEFFERSON
 LG1076  USGS QUAD   -  DILLER (1970)
 LG1076
 LG1076                         *CURRENT SURVEY CONTROL
 LG1076  ___________________________________________________________________
 LG1076* NAD 83(1995)-  40 01 48.60809(N)    096 55 21.16291(W)     ADJUSTED  
 LG1076* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 LG1076  ___________________________________________________________________
 LG1076  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 LG1076  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 LG1076
 LG1076  HORZ ORDER  -  FIRST
 LG1076
 LG1076.The horizontal coordinates were established by classical geodetic methods
 LG1076.and adjusted by the National Geodetic Survey in August 1997..
 LG1076
 LG1076.The orthometric height was scaled from a topographic map.
 LG1076
 LG1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1076
 LG1076.The geoid height was determined by GEOID03.
 LG1076
 LG1076;                    North         East     Units Scale Factor Converg.
 LG1076;SPC NE       -    26,530.445   762,621.033   MT  0.99998650   +2 02 21.9
 LG1076;SPC KS N     -   188,926.942   491,969.883   MT  1.00004937   +0 40 54.2
 LG1076;UTM  14      - 4,433,173.121   677,259.635   MT  0.99998682   +1 20 11.6
 LG1076
 LG1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1076!SPC NE       -   0.99993365  x   0.99998650  =   0.99992015
 LG1076!SPC KS N     -   0.99993365  x   1.00004937  =   0.99998302
 LG1076!UTM  14      -   0.99993365  x   0.99998682  =   0.99992047
 LG1076
 LG1076:                Primary Azimuth Mark                     Grid Az
 LG1076:SPC NE       -  ODELL MUNICIPAL TANK                     072 50 50.2
 LG1076:SPC KS N     -  ODELL MUNICIPAL TANK                     074 12 17.9
 LG1076:UTM  14      -  ODELL MUNICIPAL TANK                     073 33 00.5
 LG1076
 LG1076|---------------------------------------------------------------------|
 LG1076| PID    Reference Object                     Distance      Geod. Az  |
 LG1076|                                                           dddmmss.s |
 LG1076| LG1075 ODELL MUNICIPAL TANK                APPROX.10.4 KM 0745312.1 |
 LG1076| CL7492 ROSEMAN RM 1                         17.550 METERS 09553     |
 LG1076| CL7491 ROSEMAN AZ MK                                      1223744.7 |
 LG1076| KF1170 LANHAM ST JOHNS EVAN LUTH CH        APPROX. 5.4 KM 1290241.8 |
 LG1076| KF1184 SCHOOL BELFRY                       APPROX.10.0 KM 1630905.2 |
 LG1076| CL7493 ROSEMAN RM 2                         22.824 METERS 31654     |
 LG1076|---------------------------------------------------------------------|
 LG1076
 LG1076                          SUPERSEDED SURVEY CONTROL
 LG1076
 LG1076  NAD 83(1986)-  40 01 48.61392(N)    096 55 21.16057(W) AD(       ) 1
 LG1076  NAD 27      -  40 01 48.59900(N)    096 55 20.06000(W) AD(       ) 1
 LG1076
 LG1076.Superseded values are not recommended for survey control.
 LG1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1076.See file dsdata.txt to determine how the superseded data were derived.
 LG1076
 LG1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7726033173(NAD 83)
 LG1076_MARKER: DS = TRIANGULATION STATION DISK
 LG1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1076
 LG1076  HISTORY     - Date     Condition        Report By
 LG1076  HISTORY     - 1947     MONUMENTED       CGS
 LG1076  HISTORY     - 1966     GOOD             CGS
 LG1076
 LG1076                          STATION DESCRIPTION
 LG1076
 LG1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1076'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHWEST OF ODELL AND 3.0
 LG1076'MILES NORTHWEST OF LANHAM ON LAND OWNED AND OCCUPIED BY WILLIAM
 LG1076'ROSEMAN.  IT IS ABOUT 200 FEET SOUTHEAST OF THE SOUTHEAST
 LG1076'CORNER OF THE ROSEMAN FARM HOUSE, 21 FEET EAST-NORTHEAST OF
 LG1076'THE NORTHEAST CORNER OF RED BARN, 22 FEET SOUTH OF THE CENTER OF
 LG1076'THE EAST-WEST SECTION LINE ROAD, 7 FEET NORTH OF EAST-WEST FENCE
 LG1076'LINE AND 7 FEET NORTH-NORTHEAST OF WHITE WITNESS POST.  IT IS
 LG1076'STAMPED ROSEMAN 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1076'
 LG1076'REFERENCE MARK NO 1 IS EAST OF THE STATION, 25 FEET SOUTH OF THE
 LG1076'CENTER OF THE SECTION LINE ROAD AND 1 FOOT NORTH OF EAST-WEST
 LG1076'FENCE LINE.  IT IS STAMPED ROSEMAN NO 1 1947 AND PROJECTS 8
 LG1076'INCHES.
 LG1076'
 LG1076'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 25 FEET NORTH
 LG1076'OF THE CENTER OF THE SECTION LINE ROAD, 27 FEET EAST OF THE
 LG1076'EAST END OF GATE INTO YARD AND 1 FOOT SOUTH OF WOVEN WIRE FENCE
 LG1076'LINE AROUND HOUSE.  IT IS STAMPED ROSEMAN NO 2 1947 AND PROJECTS
 LG1076'6 INCHES.
 LG1076'
 LG1076'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF THE STATION, 20
 LG1076'FEET EAST OF THE CENTER OF NORTH-SOUTH SECTION LINE ROAD, 8 FEET
 LG1076'NORTH OF THE CENTER OF A FIELD ROAD AND 1 FOOT NORTH OF TELEPHONE
 LG1076'POLE.  IT IS STAMPED ROSEMAN 1947 AND PROJECTS 4 INCHES.
 LG1076'
 LG1076'TO REACH THE STATION FROM THE POST OFFICE IN LANHAM, GO WEST
 LG1076'ON MAIN STREET FOR 0.2 MILE, THENCE RIGHT NORTH ON MAIN TRAVELED
 LG1076'ROAD FOR 1.9 MILES TO CROSS ROADS AND SMALL WHITE HOUSE IN
 LG1076'NORTHEAST ANGLE, TURN LEFT AND GO WEST KEEPING STRAIGHT AHEAD AT
 LG1076'ALL CROSS ROADS FOR 2.0 MILES TO CROSS ROADS, (TURN LEFT AND GO
 LG1076'SOUTH FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LG1076'DESCRIBED) CONTINUE STRAIGHT AHEAD WEST FOR 0.35 MILES TO THE
 LG1076'ROSEMAN FARM HOUSE ON THE RIGHT AND STATION ON THE LEFT AS
 LG1076'DESCRIBED.
 LG1076'
 LG1076'A 74 FOOT SIGNAL AT STATION ODELL IS VISIBLE AT 37 FEET.
 LG1076'
 LG1076'A 74 FOOT SIGNAL AT STATION BAR IS VISIBLE AT 37 FEET.
 LG1076'
 LG1076'A 47 FOOT SIGNAL AT STATION LANHAM IS VISIBLE AT 37 FEET.
 LG1076'
 LG1076'A 4 FOOT SIGNAL AT STATION HOLLENBERG IS VISIBLE AT 37 FEET.
 LG1076'
 LG1076'A 4 FOOT SIGNAL AT STATION NUTTER 1935 IS VISIBLE AT 37 FEET.
 LG1076'
 LG1076'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1076
 LG1076                          STATION RECOVERY (1966)
 LG1076
 LG1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG1076'THE STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 LG1076'STATION MARK IS 26 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 LG1076'ROAD, 24 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BARN WITH
 LG1076'METAL SIDES, 6 FEET NORTH OF AN EAST-WEST FENCE AND 1 FOOT EAST OF
 LG1076'A METAL WITNESS POST.
 LG1076'
 LG1076'R.M. NO. 1 IS IN AN EAST-WEST FENCE, 80 FEET EAST OF THE NORTHEAST
 LG1076'CORNER OF THE BARN AND 31 FEET SOUTH OF THE CENTERLINE OF AN
 LG1076'EAST-WEST ROAD.  MARK PROJECTS 5 INCHES.
 LG1076'
 LG1076'R.M. NO. 2 IS 57 FEET WEST OF A FIELD APPROACH AND 28 FEET NORTH OF
 LG1076'CENTERLINE OF EAST-WEST ROAD.  MARK PROJECTS 5 INCHES.
 LG1076'
 LG1076'THE AZIMUTH MARK IS EAST-NORTHEAST OF A HOUSE ON THE WEST SIDE OF
 LG1076'ROAD, 19 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 LG1076'2.5 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A METAL
 LG1076'WITNESS POST.  MARK PROJECTS 6 INCHES.
 LG1076'
 LG1076'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 LG1076'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0649 ***********************************************************************
 MN0649  DESIGNATION -  ROUBEDEAU
 MN0649  PID         -  MN0649
 MN0649  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0649  USGS QUAD   -  ROUBADEAU PASS (1963)
 MN0649
 MN0649                         *CURRENT SURVEY CONTROL
 MN0649  ___________________________________________________________________
 MN0649* NAD 83(1995)-  41 50 25.59164(N)    103 51 25.48636(W)     ADJUSTED  
 MN0649* NAVD 88     -      1460.1    (meters)    4790.     (feet)  VERTCON   
 MN0649  ___________________________________________________________________
 MN0649  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 MN0649  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 MN0649
 MN0649  HORZ ORDER  -  FIRST
 MN0649
 MN0649.The horizontal coordinates were established by classical geodetic methods
 MN0649.and adjusted by the National Geodetic Survey in August 1997..
 MN0649
 MN0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0649
 MN0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0649
 MN0649.The geoid height was determined by GEOID03.
 MN0649
 MN0649;                    North         East     Units Scale Factor Converg.
 MN0649;SPC NE       -   229,983.616   179,851.096   MT  0.99967560   -2 33 21.9
 MN0649;UTM  13      - 4,632,692.310   594,890.750   MT  0.99971080   +0 45 44.8
 MN0649
 MN0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0649!SPC NE       -   0.99977395  x   0.99967560  =   0.99944962
 MN0649!UTM  13      -   0.99977395  x   0.99971080  =   0.99948481
 MN0649
 MN0649:                Primary Azimuth Mark                     Grid Az
 MN0649:SPC NE       -  MITCHELL SUGAR MILL TANK                 017 00 04.6
 MN0649:UTM  13      -  MITCHELL SUGAR MILL TANK                 013 40 57.9
 MN0649
 MN0649|---------------------------------------------------------------------|
 MN0649| PID    Reference Object                     Distance      Geod. Az  |
 MN0649|                                                           dddmmss.s |
 MN0649| MN0648 MITCHELL SUGAR MILL TANK            APPROX.12.4 KM 0142642.7 |
 MN0649| MN0647 MITCHELL SUGAR MILL STACK           APPROX.12.3 KM 0142913.8 |
 MN0649| CP8532 ROUBEDEAU RM 1                       13.515 METERS 05729     |
 MN0649| CP8533 ROUBEDEAU RM 2                       30.846 METERS 13833     |
 MN0649| CP8534 ROUBEDEAU RM 3 AZIMUTH                             2790615.0 |
 MN0649| MO0989 LYMAN WHITE TOP TANK                APPROX.17.2 KM 2995815.6 |
 MN0649| MO0990 LYMAN TANK ON TALL STRUCTURE        APPROX.17.2 KM 3010610.0 |
 MN0649| MN0650 MORRIL TANK                         APPROX.14.9 KM 3363620.4 |
 MN0649|---------------------------------------------------------------------|
 MN0649
 MN0649                          SUPERSEDED SURVEY CONTROL
 MN0649
 MN0649  NAD 83(1995)-  41 50 25.59162(N)    103 51 25.48637(W) AD(       ) 1
 MN0649  NAD 83(1986)-  41 50 25.58110(N)    103 51 25.49334(W) AD(       ) 1
 MN0649  NAD 27      -  41 50 25.69900(N)    103 51 23.68000(W) AD(       ) 1
 MN0649  NGVD 29 (09/11/89) 1459.4    (m)         4788.     (f) VERT ANG       
 MN0649
 MN0649.Superseded values are not recommended for survey control.
 MN0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0649.See file dsdata.txt to determine how the superseded data were derived.
 MN0649
 MN0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG9489132692(NAD 83)
 MN0649_MARKER: DS = TRIANGULATION STATION DISK
 MN0649_SETTING: 0 = UNSPECIFIED SETTING
 MN0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0649
 MN0649  HISTORY     - Date     Condition        Report By
 MN0649  HISTORY     - 1933     MONUMENTED       CGS
 MN0649  HISTORY     - 1960     GOOD             USGS
 MN0649
 MN0649                          STATION DESCRIPTION
 MN0649
 MN0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0649'ABOUT 10 MILES WEST OF SCOTTSBLUFF AND 2 MILES NORTH OF ROUBADEAU
 MN0649'PASS, IN NE 1/4 SEC. 31, T. 22 N., R. 56 W.  TO REACH FROM
 MN0649'GERING (WHICH IS JUST ACROSS RIVER FROM SCOTTSBLUFF) FOLLOW
 MN0649'STATE HIGHWAY N-29 WEST AND SOUTH 2.1 MILES TO ROAD LEADING WEST
 MN0649'AT ROUBADEAU PASS SIGN.  FOLLOW THIS ROAD 4.0 MILES, JOG NORTH
 MN0649'0.1 MILE, THEN WEST 5.5 MILES TO POINT WHERE GRADED ROAD BEARS
 MN0649'TO LEFT JUST WEST OF PASS, AND UNGRADED ROAD LEADS WEST.
 MN0649'FOLLOW UNGRADED ROAD WEST 0.8 MILE TO OLD HOUSE, TURN NORTH,
 MN0649'AND GO 1.0 MILE TO GATE.  FOLLOW TRAIL STRAIGHT AHEAD, WEST OF
 MN0649'NORTH, 0.5 MILE TO WELL-BEATEN COW TRAIL LEADING NORTHEAST
 MN0649'TOWARDS FENCE CORNER.  FOLLOW TRAIL 0.3 MILE TO THIS FENCE
 MN0649'AND PASS THROUGH GATE 50 YARDS NORTH OF CORNER, THEN
 MN0649'FOLLOW WAGON TRACKS NORTHEAST AND BEAR LEFT TO TOP OF RIDGE,
 MN0649'0.55 MILE, THEN EAST 300 YARDS ALONG TOP OF RIDGE TO END OF
 MN0649'TRUCK TRAVEL.  THIS POINT IS AT FOOT OF STEEP SLOPE, ABOUT 100
 MN0649'YARDS EAST OF SMALL TELEPHONE POLE.  STATION IS ON SECOND
 MN0649'HUMP, SOUTH OF EAST OF THIS POINT, ABOUT 1/4 MILE DISTANT,
 MN0649'NEAR WESTERN EXTREMITY OF BLUFF.  THERE IS HIGHER GROUND TO
 MN0649'EAST.  SURFACE MARK IS STANDARD STATION DISK IN TOP OF 4-INCH
 MN0649'CAST-IRON PIPE, 4 FEET LONG, PROJECTING 4 INCHES ABOVE GROUND.
 MN0649'UNDERGROUND MARK IS STANDARD DISK STATION MARK IN CONCRETE,
 MN0649'REFERENCE MARK NO. 1 IS STANDARD DISK IN TOP OF
 MN0649'4-INCH CAST-IRON PIPE 4 FEET LONG, PROJECTING 4 INCHES ABOVE
 MN0649'GROUND, AND 13.515 METERS (44.34 FEET) FROM STATION
 MN0649'N 57 DEG 29 MIN E. REFERENCE MARK NO. 2 IS STANDARD DISK
 MN0649'IN TOP OF 4-INCH CAST-IRON PIPE 4 FEET LONG, PROJECTING 4
 MN0649'INCHES ABOVE GROUND, AND IS 101.2 FEET FROM STATION S 41 DEG 27 MIN E.
 MN0649'REFERENCE MARK NO. 3 IS STANDARD REFERENCE
 MN0649'DISK IN CONCRETE, ON SUMMIT OF SMALL BLUFF, AND ABOUT
 MN0649'1/2 MILE FROM STATION N 80 DEG 54 MIN W.
 MN0649
 MN0649                          STATION RECOVERY (1960)
 MN0649
 MN0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MN0649'RECOVERED BY USGS, 1960.
 MN0649'
 MN0649'STATION MARK--STANDARD USC AND GS DISK SET IN 4 IN. PIPE PROJECTING
 MN0649'ABOUT 1.0 FT. ABOVE GROUND AND STAMPED---ROUBEDEAU 1933---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0768 ***********************************************************************
 NN0768  DESIGNATION -  ROUND
 NN0768  PID         -  NN0768
 NN0768  STATE/COUNTY-  NE/BROWN
 NN0768  USGS QUAD   -  GOLDMAN LAKE NE (1982)
 NN0768
 NN0768                         *CURRENT SURVEY CONTROL
 NN0768  ___________________________________________________________________
 NN0768* NAD 83(1995)-  42 10 23.55600(N)    099 52 24.77187(W)     ADJUSTED  
 NN0768* NAVD 88     -       815.     (meters)    2674.     (feet)  SCALED    
 NN0768  ___________________________________________________________________
 NN0768  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 NN0768  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 NN0768
 NN0768  HORZ ORDER  -  SECOND
 NN0768
 NN0768.The horizontal coordinates were established by classical geodetic methods
 NN0768.and adjusted by the National Geodetic Survey in August 1997..
 NN0768
 NN0768.The orthometric height was scaled from a topographic map.
 NN0768
 NN0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0768
 NN0768.The geoid height was determined by GEOID03.
 NN0768
 NN0768;                    North         East     Units Scale Factor Converg.
 NN0768;SPC NE       -   259,799.350   510,445.344   MT  0.99972639   +0 05 01.7
 NN0768;UTM  14      - 4,669,377.096   427,851.098   MT  0.99966405   -0 35 11.4
 NN0768
 NN0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0768!SPC NE       -   0.99987566  x   0.99972639  =   0.99960208
 NN0768!UTM  14      -   0.99987566  x   0.99966405  =   0.99953975
 NN0768
 NN0768:                Primary Azimuth Mark                     Grid Az
 NN0768:SPC NE       -  ROUND AZ MK                              013 22 59.5
 NN0768:UTM  14      -  ROUND AZ MK                              014 03 12.6
 NN0768
 NN0768|---------------------------------------------------------------------|
 NN0768| PID    Reference Object                     Distance      Geod. Az  |
 NN0768|                                                           dddmmss.s |
 NN0768| CO4419 ROUND AZ MK                                        0132801.2 |
 NN0768| CO4420 ROUND RM 1                           12.701 METERS 22446     |
 NN0768| CO4421 ROUND RM 2                           12.719 METERS 32225     |
 NN0768|---------------------------------------------------------------------|
 NN0768
 NN0768                          SUPERSEDED SURVEY CONTROL
 NN0768
 NN0768  NAD 83(1986)-  42 10 23.56039(N)    099 52 24.78324(W) AD(       ) 2
 NN0768  NAD 27      -  42 10 23.55700(N)    099 52 23.32600(W) AD(       ) 2
 NN0768
 NN0768.Superseded values are not recommended for survey control.
 NN0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0768.See file dsdata.txt to determine how the superseded data were derived.
 NN0768
 NN0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM2785169377(NAD 83)
 NN0768_MARKER: DS = TRIANGULATION STATION DISK
 NN0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0768
 NN0768  HISTORY     - Date     Condition        Report By
 NN0768  HISTORY     - 1949     MONUMENTED       CGS
 NN0768  HISTORY     - 1962     GOOD             CGS
 NN0768
 NN0768                          STATION DESCRIPTION
 NN0768
 NN0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0768'THE STATION IS LOCATED ABOUT 27.0 MILES SOUTH OF AINSWORTH, 6.0
 NN0768'MILES NORTH OF THE BROWN-BLAINE COUNTY LINE, AND 0.6 MILE SOUTH
 NN0768'OF THE CALAMUS RIVER.  IT IS ON THE HIGHEST POINT OF PROMINENT
 NN0768'SAND HILL, 300 FEET WEST OF STATE HIGHWAY 7, 175 FEET NORTH
 NN0768'OF EAST-WEST FENCE LINE AND 5 FEET SOUTHWEST OF WITNESS POST.
 NN0768'IT IS STAMPED ROUND 1949 AND PROJECTS 2 INCHES.
 NN0768'
 NN0768'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, NEAR THE SOUTHWEST
 NN0768'EDGE OF SAND HILL.  IT IS STAMPED ROUND NO 1 1949 AND PROJECTS
 NN0768'3 INCHES.
 NN0768'
 NN0768'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, ON THE NORTHWEST
 NN0768'EDGE OF SAND HILL.  IT IS STAMPED ROUND NO 2 1949 AND PROJECTS
 NN0768'2 INCHES.
 NN0768'
 NN0768'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, 36 FEET EAST
 NN0768'OF THE CENTER OF STATE HIGHWAY 7, 2 FEET SOUTH OF WITNESS POST
 NN0768'AND 1 FOOT WEST OF FENCE LINE.  IT IS STAMPED ROUND 1949 AND
 NN0768'PROJECTS 2 INCHES.
 NN0768'
 NN0768'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0768'GO SOUTH ON STATE HIGHWAY 7 FOR 26.55 MILES TO BRIDGE ACROSS THE
 NN0768'CALAMUS RIVER, CONTINUE SOUTH ON STATE HIGHWAY 7 FOR 0.2 MILE TO
 NN0768'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTH ON STATE
 NN0768'HIGHWAY 7 FOR 0.1 MILE TO T-ROAD RIGHT, TURN RIGHT AND GO
 NN0768'THROUGH GATE INTO PASTURE, TURN LEFT AND GO SOUTH ALONG WEST
 NN0768'SIDE OF FENCE FOR 0.35 MILE TO HIGH SAND HILL AND STATION
 NN0768'AS DESCRIBED.
 NN0768'
 NN0768'A 4 FOOT SIGNAL AT STATION HUNT 2 IS VISIBLE AT 4 FEET.
 NN0768'
 NN0768'A 74 FOOT SIGNAL AT STATION MIDVALE IS VISIBLE AT 4 FEET.
 NN0768'
 NN0768'A 4 FOOT SIGNAL AT STATION BROWN IS VISIBLE AT 4 FEET.
 NN0768'
 NN0768'A 4 FOOT SIGNAL AT STATION CALAMUS 1934 IS VISIBLE AT 4 FEET.
 NN0768'
 NN0768'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0768
 NN0768                          STATION RECOVERY (1962)
 NN0768
 NN0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 NN0768'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NN0768'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1730 ***********************************************************************
 NM1730  DESIGNATION -  ROUND CAP
 NM1730  PID         -  NM1730
 NM1730  STATE/COUNTY-  NE/DAKOTA
 NM1730  USGS QUAD   -  JACKSON (1993)
 NM1730
 NM1730                         *CURRENT SURVEY CONTROL
 NM1730  ___________________________________________________________________
 NM1730* NAD 83(1995)-  42 29 28.05225(N)    096 35 37.09383(W)     ADJUSTED  
 NM1730* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 NM1730  ___________________________________________________________________
 NM1730  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 NM1730  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 NM1730
 NM1730  HORZ ORDER  -  FIRST
 NM1730
 NM1730.The horizontal coordinates were established by classical geodetic methods
 NM1730.and adjusted by the National Geodetic Survey in August 1997..
 NM1730
 NM1730.The orthometric height was scaled from a topographic map.
 NM1730
 NM1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1730
 NM1730.The geoid height was determined by GEOID03.
 NM1730
 NM1730;                    North         East     Units Scale Factor Converg.
 NM1730;SPC NE       -   300,612.187   779,912.666   MT  0.99980662   +2 15 26.6
 NM1730;SPC IA N     - 1,114,743.106 1,245,739.575   MT  0.99995009   -2 05 48.1
 NM1730;SPC SD S     -    24,451.061   907,369.205   MT  1.00009854   +2 34 47.4
 NM1730;SPC SD S     -    80,219.86  2,976,927.13   sFT  1.00009854   +2 34 47.4
 NM1730;UTM  14      - 4,707,113.629   697,754.670   MT  1.00008117   +1 37 33.5
 NM1730
 NM1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1730!SPC NE       -   0.99993658  x   0.99980662  =   0.99974321
 NM1730!SPC IA N     -   0.99993658  x   0.99995009  =   0.99988667
 NM1730!SPC SD S     -   0.99993658  x   1.00009854  =   1.00003512
 NM1730!UTM  14      -   0.99993658  x   1.00008117  =   1.00001775
 NM1730
 NM1730|---------------------------------------------------------------------|
 NM1730| PID    Reference Object                     Distance      Geod. Az  |
 NM1730|                                                           dddmmss.s |
 NM1730| CO4422 ROUND CAP RM 1                       12.466 METERS 00608     |
 NM1730| NM1839 JEFFERSON ST PETERS CATH CH         APPROX.12.8 KM 0121431.9 |
 NM1730| NM1838 JEFFERSON MUNICIPAL TANK            APPROX.12.7 KM 0131141.4 |
 NM1730| NM1646 OMAHA/BISMARCK AWY BCN 9            APPROX.18.6 KM 0464455.8 |
 NM1730| NM1670 SIOUX CITY MORNINGSIDE MUN TK       APPROX.18.3 KM 0934134.7 |
 NM1730| NM1719 SOUTH SIOUX CITY MUNICIPAL TK       APPROX.14.9 KM 0970811.7 |
 NM1730| NM1694 SIOUX CITY FLOYD MON TIP SHAFT      APPROX.18.0 KM 1000245.2 |
 NM1730| NM1731 ST JOHNS                            APPROX. 1.8 KM 1320551.8 |
 NM1730| CO4423 ROUND CAP RM 2                       12.746 METERS 27623     |
 NM1730|---------------------------------------------------------------------|
 NM1730
 NM1730                          SUPERSEDED SURVEY CONTROL
 NM1730
 NM1730  NAD 83(1986)-  42 29 28.05681(N)    096 35 37.09166(W) AD(       ) 1
 NM1730  NAD 27      -  42 29 28.07200(N)    096 35 35.96900(W) AD(       ) 1
 NM1730
 NM1730.Superseded values are not recommended for survey control.
 NM1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1730.See file dsdata.txt to determine how the superseded data were derived.
 NM1730
 NM1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN9775507114(NAD 83)
 NM1730_MARKER: P = PIPE CAP
 NM1730_SETTING: 0 = UNSPECIFIED SETTING
 NM1730
 NM1730  HISTORY     - Date     Condition        Report By
 NM1730  HISTORY     - 1940     MONUMENTED       MORC
 NM1730  HISTORY     - 1948     GOOD             CGS
 NM1730
 NM1730                          STATION DESCRIPTION
 NM1730
 NM1730'DESCRIBED BY MISSOURI RIVER COMMISSION 1940 (KBJ)
 NM1730'STATION ROUND CAP (MISSOURI RIVER COMMISSION) IS 3-1/4 MILES
 NM1730'NORTH-NORTHWEST OF JACKSON, 2-1/4 MILES NORTHEAST OF WILLIS,
 NM1730'1/4 MILE NORTH OF CENTER OF SEC. 15, T. 29 N., R. 7 E., ON
 NM1730'HIGHEST GRASSY BLUFF IN THE VICINITY OVERLOOKING THE MISSOURI
 NM1730'RIVER.
 NM1730'
 NM1730'TO REACH FROM WILLIS AT THE JUNCTION OF STATE HIGHWAY 12
 NM1730'AND U.S. HIGHWAY 20, GO EAST ON U.S. 20 FOR 1.3 MILES AND TURN
 NM1730'LEFT (NORTH) OFF HIGHWAY, GO 0.5 MILE AND TURN RIGHT (EAST)
 NM1730'AT T-INTERSECTION, GO 0.3 MILE AND TURN LEFT (NORTH) ON ROAD
 NM1730'LEADING THROUGH FIELD TO FARMHOUSE, GO 0.9 MILE TO FARMHOUSE.
 NM1730'GO THROUGH WIRE GATE 100 YARDS NORTHWEST OF FARMHOUSE AND
 NM1730'TURN LEFT (EAST) GO 0.1 MILE DOWN FENCED LANE AND TURN RIGHT
 NM1730'(NORTH) AFTER LEAVING LANE, FOLLOW FARM ROAD TO TOP OF RIDGE
 NM1730'AND ALONG TOP OF RIDGE FOR A TOTAL OF 0.6 MILE TO TOP OF
 NM1730'SMALL HILL AND TURN RIGHT (EAST), GO 0.1 MILE TO
 NM1730'NORTH-AND-SOUTH WIRE FENCE, GO SOUTH ALONG FENCE FOR 0.1
 NM1730'MILE TO WIRE GATE, GO THROUGH GATE AND CLIMB NORTHEAST UP
 NM1730'HILL FOR 0.2 MILE TO SUMMIT AND STATION.
 NM1730'
 NM1730'STATION MARK IS ON THE NORTH END OF A SMALL NORTH-AND-SOUTH
 NM1730'RIDGE WHICH IS TIMBERED ON THE NORTH AND EAST SLOPES AND
 NM1730'SLOPES SHARPLY TO THE EAST AND WEST FROM STATION.  STATION
 NM1730'IS 65 FEET SOUTH OF NORTH SLOPE OF RIDGE, 7 FEET SOUTH-SOUTHEAST
 NM1730'OF WHITE REFERENCE POST AND CONSISTS OF A CAST IRON CAP ON A
 NM1730'6-INCH CAST IRON PIPE.  CAP IS STAMPED U.S. MISSOURI RIVER
 NM1730'COMMISSION, HAS A RAISED TRIANGLE AT ITS CENTER, AND PROJECTS
 NM1730'ABOUT ONE FOOT.
 NM1730'
 NM1730'REFERENCE MARK NO. 1 IS ABOUT LEVEL WITH STATION,
 NM1730'ON NORTH EDGE OF RIDGE, IS STAMPED ROUND CAP MRC NO. 1 1940,
 NM1730'AND PROJECTS 4 INCHES.
 NM1730'
 NM1730'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER THAN
 NM1730'STATION ON WEST SLOPE OF RIDGE, IS STAMPED ROUND CAP MRC
 NM1730'NO. 2 1940, AND PROJECTS 4 INCHES.
 NM1730'
 NM1730'STATION ST. JOHNS, ABOUT 1 MILE SOUTHEAST ON HIGH POINT OF
 NM1730'RIDGE, IS DESIGNATED AS THE AZIMUTH MARK FOR THIS STATION.
 NM1730'
 NM1730'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 NM1730
 NM1730                          STATION RECOVERY (1948)
 NM1730
 NM1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1730'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 NM1730'CONDITION.  DUE TO SLIGHT CHANGES A NEW DESCRIPTION FOLLOWS.
 NM1730'
 NM1730'THE STATION IS LOCATED ABOUT 3.25 MILES NORTH-NORTHWEST OF
 NM1730'JACKSON, 2.25 MILES NORTHEAST OF WILLIS, ON THE HIGHEST KNOLL
 NM1730'IN THE VICINITY OVERLOOKING THE MISSOURI RIVER TO THE NORTH.
 NM1730'THE MARK IS A 6 INCH PIPE WITH CAP HAVING MISSOURI RIVER
 NM1730'COMMISSION AND A TRIANGLE AT THE CENTER CAST ON ITS FACE.
 NM1730'
 NM1730'REFERENCE MARK NO. 1 IS 40.90 FEET NORTH OF THE STATION.  THE
 NM1730'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ROUND CAP MRC
 NM1730'NO 1 1940.
 NM1730'
 NM1730'REFERENCE MARK NO. 2 IS 41.82 FEET WEST OF THE STATION.  THE
 NM1730'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ROUND CAP MRC
 NM1730'NO 2 1940.
 NM1730'
 NM1730'ST JOHNS 1940 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT 1.0
 NM1730'MILE SOUTHEAST OF THE STATION, 0.05 MILE WEST OF A FENCE
 NM1730'CORNER AND 20 FEET NORTH OF A GATE.  THE MARK PROJECTS 4 INCHES
 NM1730'AND THE DISK IS STAMPED ST JOHNS 1940.
 NM1730'
 NM1730'TO REACH FROM THE POST OFFICE IN JACKSON, GO WEST ON HIGHWAY 20
 NM1730'FOR 2.5 MILES TO CROSSROADS, TURN RIGHT ON DIRT ROAD FOR 0.45
 NM1730'MILE TO A T INTERSECTION, TURN RIGHT FOR 0.35 MILE TO A
 NM1730'CROSSROADS, (CONTINUE ON EAST FOR 1.2 MILE TO A CROSSROADS,
 NM1730'TURN LEFT 0.25 MILE TO A FARM HOME, CONTINUE ON NORTH ON
 NM1730'FIELD ROAD FOR 0.4 MILE TO A FENCE CORNER, TURN LEFT FOR 0.05
 NM1730'MILE TO A GATE AND THE AZIMUTH MARK ABOUT 20 FEET NORTH OF
 NM1730'GATE), TURN LEFT ON FARM ROAD FOR 0.95 MILE TO A GARDEN ON THE
 NM1730'LEFT JUST BEFORE REACHING A FARM HOUSE, TURN LEFT ALONG THE
 NM1730'EAST SIDE OF THE GARDEN TO A GATE, PASS THROUGH GATE IN TO
 NM1730'LANE, TURN LEFT (WEST) 0.1 MILE TO PASTURE, BEAR RIGHT
 NM1730'FOLLOWING TRACK ROAD TO TOP OF RIDGE AND ALONG TOP OF
 NM1730'RIDGE FOR 0.6 MILE TO HILL TOP OVERLOOKING THE VALLEY,
 NM1730'TURN RIGHT FOR 0.2 MILE TO AN NORTH-SOUTH FENCE, TURN
 NM1730'RIGHT ALONG THE FENCE 0.1 MILE TO A GATE, PASS THROUGH GATE
 NM1730'AND BEAR LEFT (NORTHEAST) UP HILL 0.2 MILE TO THE STATION.
 NM1730'
 NM1730'NOTE DIFFERENCE IN DISTANCES TO R.M. NO. 2.
 NM1730'
 NM1730'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0217 ***********************************************************************
 NO0217  DESIGNATION -  ROXBY
 NO0217  PID         -  NO0217
 NO0217  STATE/COUNTY-  NE/CHERRY
 NO0217  USGS QUAD   -  CODY WEST (1985)
 NO0217
 NO0217                         *CURRENT SURVEY CONTROL
 NO0217  ___________________________________________________________________
 NO0217* NAD 83(1995)-  42 56 49.03932(N)    101 18 39.50974(W)     ADJUSTED  
 NO0217* NAVD 88     -       999.106  (meters)    3277.90   (feet)  ADJUSTED  
 NO0217  ___________________________________________________________________
 NO0217  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 NO0217  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 NO0217  DYNAMIC HT  -         998.683 (meters)    3276.51  (feet)  COMP
 NO0217  MODELED GRAV-     980,162.0   (mgal)                       NAVD 88
 NO0217
 NO0217  HORZ ORDER  -  THIRD
 NO0217  VERT ORDER  -  FIRST     CLASS II
 NO0217
 NO0217.The horizontal coordinates were established by classical geodetic methods
 NO0217.and adjusted by the National Geodetic Survey in August 1997..
 NO0217
 NO0217.The orthometric height was determined by differential leveling
 NO0217.and adjusted by the National Geodetic Survey in June 1991..
 NO0217
 NO0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0217
 NO0217.The geoid height was determined by GEOID03.
 NO0217
 NO0217.The dynamic height is computed by dividing the NAVD 88
 NO0217.geopotential number by the normal gravity value computed on the
 NO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0217.degrees latitude (g = 980.6199 gals.).
 NO0217
 NO0217.The modeled gravity was interpolated from observed gravity values.
 NO0217
 NO0217;                    North         East     Units Scale Factor Converg.
 NO0217;SPC NE       -   346,539.579   393,016.583   MT  0.99997609   -0 52 07.6
 NO0217;SPC SD S     -    68,638.035   520,217.452   MT  0.99997503   -0 40 27.9
 NO0217;SPC SD S     -   225,189.95  1,706,746.76   sFT  0.99997503   -0 40 27.9
 NO0217;UTM  14      - 4,757,515.480   311,470.542   MT  1.00003728   -1 34 29.9
 NO0217
 NO0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0217!SPC NE       -   0.99984650  x   0.99997609  =   0.99982260
 NO0217!SPC SD S     -   0.99984650  x   0.99997503  =   0.99982154
 NO0217!UTM  14      -   0.99984650  x   1.00003728  =   0.99988378
 NO0217
 NO0217|---------------------------------------------------------------------|
 NO0217| PID    Reference Object                     Distance      Geod. Az  |
 NO0217|                                                           dddmmss.s |
 NO0217| NO0218 ROXBY RM 1                           14.172 METERS 02937     |
 NO0217| NO0454 CODY MUNICIPAL TANK                 APPROX. 5.4 KM 1020900.6 |
 NO0217| NO0220 ROXBY AZ MK                                        1843544.5 |
 NO0217| NO0219 ROXBY RM 2                           11.173 METERS 32158     |
 NO0217|---------------------------------------------------------------------|
 NO0217
 NO0217                          SUPERSEDED SURVEY CONTROL
 NO0217
 NO0217  NAD 83(1986)-  42 56 49.03501(N)    101 18 39.51902(W) AD(       ) 3
 NO0217  NAD 27      -  42 56 49.02000(N)    101 18 37.98100(W) AD(       ) 3
 NO0217  NGVD 29 (??/??/92)  998.730  (m)         3276.67   (f) ADJ UNCH    1 2
 NO0217
 NO0217.Superseded values are not recommended for survey control.
 NO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0217.See file dsdata.txt to determine how the superseded data were derived.
 NO0217
 NO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN1147157515(NAD 83)
 NO0217_MARKER: DS = TRIANGULATION STATION DISK
 NO0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0217_STAMPING: ROXBY 1949
 NO0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0217+STABILITY: SURFACE MOTION
 NO0217
 NO0217  HISTORY     - Date     Condition        Report By
 NO0217  HISTORY     - 1949     MONUMENTED       CGS
 NO0217  HISTORY     - 1957     GOOD             NGS
 NO0217
 NO0217                          STATION DESCRIPTION
 NO0217
 NO0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0217'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF ROXBY
 NO0217'SIDING, 4.0 MILES WEST-NORTHWEST OF CODY AND 0.5 MILE NORTH
 NO0217'OF U.S. HIGHWAY 20.  IT IS ON THE SOUTH END OF THE HIGHEST
 NO0217'HILL IN THE VICINITY, 5 FEET SOUTHEAST OF WITNESS POST.  IT
 NO0217'IS STAMPED ROXBY 1949 AND PROJECTS 1 INCH.
 NO0217'
 NO0217'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, NEAR
 NO0217'THE EAST EDGE OF THE TOP OF THE HILL AND ABOUT THE SAME
 NO0217'ELEVATION AS THE STATION.  IT IS STAMPED ROXBY NO 1 1949
 NO0217'AND PROJECTS 1 INCH.
 NO0217'
 NO0217'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, NEAR THE
 NO0217'CENTER OF THE HILL AND THE SAME ELEVATION AS THE STATION.
 NO0217'IT IS STAMPED ROXBY NO 2 1949 AND PROJECTS 1 INCH.
 NO0217'
 NO0217'THE AZIMUTH MARK IS SOUTH OF THE STATION, 60 FEET NORTH OF
 NO0217'THE CENTER OF U.S. HIGHWAY 20, 3.5 FEET WEST OF THE WEST END
 NO0217'OF WIRE GATE AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT
 NO0217'IS STAMPED ROXBY 1949 AND PROJECTS 1 INCH.
 NO0217'
 NO0217'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTH END OF
 NO0217'MAIN STREET AND U.S. HIGHWAY 20 IN CODY, GO WEST ON U.S. HIGHWAY
 NO0217'20 FOR 2.7 MILES TO A WIRE GATE ON THE RIGHT, (CONTINUE WEST
 NO0217'ON U.S. HIGHWAY 20 FOR 1.0 MILE TO WIRE GATE ON THE RIGHT AND
 NO0217'AZIMUTH MARK JUST WEST AS DESCRIBED), TURN RIGHT THROUGH
 NO0217'GATE AND FOLLOW TRACK ROAD NORTHERLY FOR 0.5 MILE TO A WIRE
 NO0217'GATE JUST AFTER PASSING THROUGH AN UNDERPASS, GO THROUGH
 NO0217'GATE, TURN LEFT AND GO WEST ALONG THE NORTH SIDE OF EAST-WEST
 NO0217'FENCE LINE FOR 0.7 MILE TO THE WEST END OF A WOODEN
 NO0217'SNOW-FENCE, TURN RIGHT AND GO NORTH-NORTHWEST FOR 0.45 MILE TO
 NO0217'TOP OF HILL AND STATION AS DESCRIBED.
 NO0217'
 NO0217'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0217
 NO0217                          STATION RECOVERY (1957)
 NO0217
 NO0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NO0217'3.6 MI W FROM CODY.
 NO0217'ABOUT 3.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0217'FROM THE STATION AT CODY, THENCE 0.45 MILE NORTH ACROSS A ROUGH
 NO0217'PASTURE, IN SECTION 10, T. 34 N., R. 34 W., ON THE HIGHEST POINT
 NO0217'ON A SANDY HILL, ABOUT 0.2 MILE EAST OF A NORTH-SOUTH FENCE LINE,
 NO0217'46 1/2 FEET SOUTH-SOUTHWEST OF REFERENCE MARK NUMBER 1, 40 FEET
 NO0217'SOUTH-SOUTHEAST OF REFERENCE MARK NUMBER 2, 2 FEET WEST OF A
 NO0217'WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH
 NO0217'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0220 ***********************************************************************
 NO0220  DESIGNATION -  ROXBY AZ MK
 NO0220  PID         -  NO0220
 NO0220  STATE/COUNTY-  NE/CHERRY
 NO0220  USGS QUAD   -  CODY WEST (1985)
 NO0220
 NO0220                         *CURRENT SURVEY CONTROL
 NO0220  ___________________________________________________________________
 NO0220* NAD 83(1986)-  42 56 11.     (N)    101 18 47.     (W)     SCALED    
 NO0220* NAVD 88     -       949.759  (meters)    3116.00   (feet)  ADJUSTED  
 NO0220  ___________________________________________________________________
 NO0220  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 NO0220  DYNAMIC HT  -         949.355 (meters)    3114.68  (feet)  COMP
 NO0220  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 NO0220
 NO0220  VERT ORDER  -  FIRST     CLASS II
 NO0220
 NO0220.The horizontal coordinates were scaled from a topographic map and have
 NO0220.an estimated accuracy of +/- 6 seconds.
 NO0220
 NO0220.The orthometric height was determined by differential leveling
 NO0220.and adjusted by the National Geodetic Survey in June 1991..
 NO0220
 NO0220.The geoid height was determined by GEOID03.
 NO0220
 NO0220.The dynamic height is computed by dividing the NAVD 88
 NO0220.geopotential number by the normal gravity value computed on the
 NO0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0220.degrees latitude (g = 980.6199 gals.).
 NO0220
 NO0220.The modeled gravity was interpolated from observed gravity values.
 NO0220
 NO0220;                    North         East    Units  Estimated Accuracy
 NO0220;SPC NE       -   345,370.      392,830.      MT  (+/- 180 meters Scaled)
 NO0220
 NO0220                          SUPERSEDED SURVEY CONTROL
 NO0220
 NO0220  NGVD 29 (??/??/92)  949.382  (m)         3114.76   (f) ADJ UNCH    1 2
 NO0220
 NO0220.Superseded values are not recommended for survey control.
 NO0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0220.See file dsdata.txt to determine how the superseded data were derived.
 NO0220
 NO0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN112563(NAD 83)
 NO0220_MARKER: DZ = AZIMUTH MARK DISK
 NO0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0220_STAMPING: ROXBY 1949
 NO0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0220+STABILITY: SURFACE MOTION
 NO0220
 NO0220  HISTORY     - Date     Condition        Report By
 NO0220  HISTORY     - 1949     MONUMENTED       CGS
 NO0220  HISTORY     - 1957     GOOD             NGS
 NO0220
 NO0220                          STATION DESCRIPTION
 NO0220
 NO0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0220'3.6 MI W FROM CODY.
 NO0220'ABOUT 3.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0220'FROM THE STATION AT CODY, THENCE 0.15 MILE SOUTH, IN SECTION
 NO0220'10, T. 34 N., R. 34 W., 64 FEET NORTH OF THE CENTER LINE OF U.S.
 NO0220'HIGHWAY 20, 263 FEET NORTH AND ACROSS THE HIGHWAY FROM THE NORTH
 NO0220'END OF A CATTLE LOADING CHUTE, 15 FEET WEST OF THE CENTER OF A
 NO0220'WIRE GATE, 1 FOOT SOUTH OF A FENCE LINE, 1 1/2 FEET EAST OF A
 NO0220'WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST
 NO0220'WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0218 ***********************************************************************
 NO0218  DESIGNATION -  ROXBY RM 1
 NO0218  PID         -  NO0218
 NO0218  STATE/COUNTY-  NE/CHERRY
 NO0218  USGS QUAD   -  CODY WEST (1985)
 NO0218
 NO0218                         *CURRENT SURVEY CONTROL
 NO0218  ___________________________________________________________________
 NO0218* NAD 83(1986)-  42 56 50.     (N)    101 18 40.     (W)     SCALED    
 NO0218* NAVD 88     -       998.703  (meters)    3276.58   (feet)  ADJUSTED  
 NO0218  ___________________________________________________________________
 NO0218  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 NO0218  DYNAMIC HT  -         998.280 (meters)    3275.19  (feet)  COMP
 NO0218  MODELED GRAV-     980,162.0   (mgal)                       NAVD 88
 NO0218
 NO0218  VERT ORDER  -  FIRST     CLASS II
 NO0218
 NO0218.The horizontal coordinates were scaled from a topographic map and have
 NO0218.an estimated accuracy of +/- 6 seconds.
 NO0218
 NO0218.The orthometric height was determined by differential leveling
 NO0218.and adjusted by the National Geodetic Survey in June 1991..
 NO0218
 NO0218.The geoid height was determined by GEOID03.
 NO0218
 NO0218.The dynamic height is computed by dividing the NAVD 88
 NO0218.geopotential number by the normal gravity value computed on the
 NO0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0218.degrees latitude (g = 980.6199 gals.).
 NO0218
 NO0218.The modeled gravity was interpolated from observed gravity values.
 NO0218
 NO0218;                    North         East    Units  Estimated Accuracy
 NO0218;SPC NE       -   346,570.      393,010.      MT  (+/- 180 meters Scaled)
 NO0218
 NO0218                          SUPERSEDED SURVEY CONTROL
 NO0218
 NO0218  NGVD 29 (??/??/92)  998.326  (m)         3275.34   (f) ADJ UNCH    1 2
 NO0218
 NO0218.Superseded values are not recommended for survey control.
 NO0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0218.See file dsdata.txt to determine how the superseded data were derived.
 NO0218
 NO0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN114575(NAD 83)
 NO0218_MARKER: DR = REFERENCE MARK DISK
 NO0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0218_STAMPING: ROXBY NO 1 1949
 NO0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0218+STABILITY: SURFACE MOTION
 NO0218
 NO0218  HISTORY     - Date     Condition        Report By
 NO0218  HISTORY     - 1949     MONUMENTED       CGS
 NO0218  HISTORY     - 1957     GOOD             NGS
 NO0218
 NO0218                          STATION DESCRIPTION
 NO0218
 NO0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0218'3.6 MI W FROM CODY.
 NO0218'ABOUT 3.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0218'FROM THE STATION AT CODY, THENCE 0.45 MILE NORTH ACROSS A ROUGH
 NO0218'PASTURE, IN SECTION 10, T. 34 N., R. 34 W., ON THE TOP OF A SANDY
 NO0218'HILL, ABOUT 0.2 MILE EAST OF A NORTH-SOUTH FENCE LINE, 46 1/2
 NO0218'FEET NORTH-NORTHEAST OF THE STATION MARK AND IN THE TOP OF A
 NO0218'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0219 ***********************************************************************
 NO0219  DESIGNATION -  ROXBY RM 2
 NO0219  PID         -  NO0219
 NO0219  STATE/COUNTY-  NE/CHERRY
 NO0219  USGS QUAD   -  CODY WEST (1985)
 NO0219
 NO0219                         *CURRENT SURVEY CONTROL
 NO0219  ___________________________________________________________________
 NO0219* NAD 83(1986)-  42 56 51.     (N)    101 18 42.     (W)     SCALED    
 NO0219* NAVD 88     -       998.821  (meters)    3276.97   (feet)  ADJUSTED  
 NO0219  ___________________________________________________________________
 NO0219  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 NO0219  DYNAMIC HT  -         998.398 (meters)    3275.58  (feet)  COMP
 NO0219  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 NO0219
 NO0219  VERT ORDER  -  FIRST     CLASS II
 NO0219
 NO0219.The horizontal coordinates were scaled from a topographic map and have
 NO0219.an estimated accuracy of +/- 6 seconds.
 NO0219
 NO0219.The orthometric height was determined by differential leveling
 NO0219.and adjusted by the National Geodetic Survey in June 1991..
 NO0219
 NO0219.The geoid height was determined by GEOID03.
 NO0219
 NO0219.The dynamic height is computed by dividing the NAVD 88
 NO0219.geopotential number by the normal gravity value computed on the
 NO0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0219.degrees latitude (g = 980.6199 gals.).
 NO0219
 NO0219.The modeled gravity was interpolated from observed gravity values.
 NO0219
 NO0219;                    North         East    Units  Estimated Accuracy
 NO0219;SPC NE       -   346,600.      392,960.      MT  (+/- 180 meters Scaled)
 NO0219
 NO0219                          SUPERSEDED SURVEY CONTROL
 NO0219
 NO0219  NGVD 29 (??/??/92)  998.444  (m)         3275.73   (f) ADJ UNCH    1 2
 NO0219
 NO0219.Superseded values are not recommended for survey control.
 NO0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0219.See file dsdata.txt to determine how the superseded data were derived.
 NO0219
 NO0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN114575(NAD 83)
 NO0219_MARKER: DB = BENCH MARK DISK
 NO0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0219_STAMPING: ROXBY NO 2 1949
 NO0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0219+STABILITY: SURFACE MOTION
 NO0219
 NO0219  HISTORY     - Date     Condition        Report By
 NO0219  HISTORY     - 1949     MONUMENTED       CGS
 NO0219  HISTORY     - 1957     GOOD             NGS
 NO0219
 NO0219                          STATION DESCRIPTION
 NO0219
 NO0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0219'3.6 MI W FROM CODY.
 NO0219'ABOUT 3.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0219'FROM THE STATION AT CODY, THENCE 0.45 MILE NORTH ACROSS A
 NO0219'ROUGH PASTURE, IN SECTION 10, T. 34 N., R. 34 W., ON THE HIGHEST
 NO0219'PART OF A SAND HILL, ABOUT 0.2 MILE EAST OF A NORTH-SOUTH FENCE
 NO0219'LINE, 40 FEET NORTH-NORTHWEST OF THE STATION MARK AND IN THE
 NO0219'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0995 ***********************************************************************
 LG0995  DESIGNATION -  ROY
 LG0995  PID         -  LG0995
 LG0995  STATE/COUNTY-  NE/CASS
 LG0995  USGS QUAD   -  EAGLE (1966)
 LG0995
 LG0995                         *CURRENT SURVEY CONTROL
 LG0995  ___________________________________________________________________
 LG0995* NAD 83(1995)-  40 48 46.89669(N)    096 27 24.86530(W)     ADJUSTED  
 LG0995* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 LG0995  ___________________________________________________________________
 LG0995  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 LG0995  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG0995
 LG0995  HORZ ORDER  -  SECOND
 LG0995
 LG0995.The horizontal coordinates were established by classical geodetic methods
 LG0995.and adjusted by the National Geodetic Survey in August 1997..
 LG0995
 LG0995.The orthometric height was scaled from a topographic map.
 LG0995
 LG0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0995
 LG0995.The geoid height was determined by GEOID03.
 LG0995
 LG0995;                    North         East     Units Scale Factor Converg.
 LG0995;SPC NE       -   114,895.917   798,775.570   MT  0.99973115   +2 20 52.8
 LG0995;UTM  14      - 4,521,113.906   714,491.657   MT  1.00016630   +1 39 46.0
 LG0995
 LG0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0995!SPC NE       -   0.99993896  x   0.99973115  =   0.99967013
 LG0995!UTM  14      -   0.99993896  x   1.00016630  =   1.00010525
 LG0995
 LG0995|---------------------------------------------------------------------|
 LG0995| PID    Reference Object                     Distance      Geod. Az  |
 LG0995|                                                           dddmmss.s |
 LG0995| LG0994 ROY 2                                 7.831 METERS 00210     |
 LG0995| CL7505 ROY AZ MK                                          0555727.3 |
 LG0995| LG0991 EAGLE MUNICIPAL TANK                APPROX. 2.2 KM 0781046.5 |
 LG0995| CL7506 ROY RM 1                             25.370 METERS 09025     |
 LG0995| CL7507 ROY RM 2                             20.764 METERS 16542     |
 LG0995| LG0990 ROY 2 AZ MK                         APPROX. 0.9 KM 2682145.0 |
 LG0995|---------------------------------------------------------------------|
 LG0995
 LG0995                          SUPERSEDED SURVEY CONTROL
 LG0995
 LG0995  NAD 83(1986)-  40 48 46.90727(N)    096 27 24.86358(W) AD(       ) 2
 LG0995  NAD 27      -  40 48 46.90627(N)    096 27 23.83048(W) AD(       ) 2
 LG0995
 LG0995.Superseded values are not recommended for survey control.
 LG0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0995.See file dsdata.txt to determine how the superseded data were derived.
 LG0995
 LG0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1449221114(NAD 83)
 LG0995_MARKER: DS = TRIANGULATION STATION DISK
 LG0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0995
 LG0995  HISTORY     - Date     Condition        Report By
 LG0995  HISTORY     - 1961     MONUMENTED       CGS
 LG0995  HISTORY     - 1964     GOOD             CGS
 LG0995
 LG0995                          STATION DESCRIPTION
 LG0995
 LG0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG0995'LOCATED, AIRLINE, ABOUT 11 MILES EAST OF LINCOLN, 7-1/2 MILES
 LG0995'SOUTH-SOUTHEAST OF WAVERLY, AND 2 MILES WEST OF EAGLE ON TOP OF
 LG0995'A LOW CUT ON THE NORTH SIDE OF U.S. HIGHWAY 34, 30 FEET WEST
 LG0995'OF A NARROW GAP GIVING ACCESS TO THE FIELD ON THE NORTH.
 LG0995'
 LG0995'TO REACH THE STATION FROM THE POST OFFICE IN EAGLE GO SOUTH ON
 LG0995'THE MAIN STREET 0.2 MILE TO U.S. HIGHWAY 34, TURN RIGHT AND GO
 LG0995'WEST 0.8 MILE TO A CROSS ROAD.  TO REACH THE AZIMUTH MARK FROM
 LG0995'THIS POINT TURN RIGHT AND GO NORTH ON GRAVELED ROAD 0.4 MILE TO
 LG0995'THE MARK ON THE RIGHT JUST AFTER CROSSING A RAILROAD TRACK.
 LG0995'TO CONTINUE TO THE STATION FROM THE CROSS ROAD MENTIONED ABOVE
 LG0995'KEEP ON WEST ON U.S. HIGHWAY 34 FOR 0.6 MILE TO A LOW CUT AT
 LG0995'THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 LG0995'
 LG0995'THE STATION MARK, A STANDARD DISK STAMPED ROY 1961 CEMENTED IN
 LG0995'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 LG0995'ABOVE GROUND, IS 34.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LG0995'14.5 FEET EAST OF TELEPHONE POLE NUMBER 5, AND 2.9 FEET NORTH
 LG0995'OF A METAL WITNESS SIGN.
 LG0995'
 LG0995'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED ROY NO 1 1961
 LG0995'CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LG0995'PROJECTING 8 INCHES ABOVE GROUND, IS 33.5 FEET NORTH OF THE
 LG0995'CENTERLINE OF THE HIGHWAY, 1.8 FEET WEST OF A TELEPHONE POLE,
 LG0995'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 LG0995'
 LG0995'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED ROY NO 2 1961
 LG0995'CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LG0995'PROJECTING 6 INCHES ABOVE GROUND, IS 32.0 FEET SOUTH OF THE
 LG0995'CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF A DRIVEWAY, 1.7 FEET
 LG0995'NORTHWEST OF A FENCE CORNER POST, AND ABOUT 3 FEET LOWER THAN
 LG0995'STATION ELEVATION.
 LG0995'
 LG0995'THE AZIMUTH MARK, A STANDARD DISK STAMPED ROY 1961 CEMENTED IN
 LG0995'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 LG0995'ABOVE GROUND, IS 33.8 FEET EAST OF THE CENTER OF A GRADED ROAD,
 LG0995'45.8 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK, AND 1.4
 LG0995'FEET NORTH OF A METAL WITNESS SIGN.
 LG0995'
 LG0995'THE PICTURE POINT IS THE INTERSECTION OF THE CENTERLINES OF U.S.
 LG0995'HIGHWAY 34 AND THE ROAD THROUGH THE GAP NORTH INTO THE FIELD.
 LG0995'
 LG0995'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 93.32 FEET, (28.443
 LG0995'METERS).
 LG0995
 LG0995                          STATION RECOVERY (1964)
 LG0995
 LG0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG0995'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0995'IN GOOD CONDITION.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS
 LG0995'OBSTRUCTED, SO IT WAS DESTROYED.  THE STATION AND BOTH REFERENCE
 LG0995'MARKS WERE IN THE WAY OF ROAD CONSTRUCTION, SO THEY WERE MOVED.
 LG0995'A NEW STATION, ROY 2, WAS ESTABLISHED.  FOR DETAILS, SEE THE
 LG0995'DESCRIPTION FOR ROY 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0994 ***********************************************************************
 LG0994  DESIGNATION -  ROY 2
 LG0994  PID         -  LG0994
 LG0994  STATE/COUNTY-  NE/CASS
 LG0994  USGS QUAD   -  EAGLE (1966)
 LG0994
 LG0994                         *CURRENT SURVEY CONTROL
 LG0994  ___________________________________________________________________
 LG0994* NAD 83(1995)-  40 48 47.15038(N)    096 27 24.85267(W)     ADJUSTED  
 LG0994* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 LG0994  ___________________________________________________________________
 LG0994  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 LG0994  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG0994
 LG0994  HORZ ORDER  -  THIRD
 LG0994
 LG0994.The horizontal coordinates were established by classical geodetic methods
 LG0994.and adjusted by the National Geodetic Survey in August 1997..
 LG0994.No horizontal observational check was made to the station.
 LG0994
 LG0994.The orthometric height was scaled from a topographic map.
 LG0994
 LG0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0994
 LG0994.The geoid height was determined by GEOID03.
 LG0994
 LG0994;                    North         East     Units Scale Factor Converg.
 LG0994;SPC NE       -   114,903.746   798,775.545   MT  0.99973114   +2 20 52.8
 LG0994;UTM  14      - 4,521,121.738   714,491.726   MT  1.00016630   +1 39 46.0
 LG0994
 LG0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0994!SPC NE       -   0.99993896  x   0.99973114  =   0.99967012
 LG0994!UTM  14      -   0.99993896  x   1.00016630  =   1.00010525
 LG0994
 LG0994:                Primary Azimuth Mark                     Grid Az
 LG0994:SPC NE       -  EAGLE MUNICIPAL TANK                     076 01 45.3
 LG0994:UTM  14      -  EAGLE MUNICIPAL TANK                     076 42 52.1
 LG0994
 LG0994|---------------------------------------------------------------------|
 LG0994| PID    Reference Object                     Distance      Geod. Az  |
 LG0994|                                                           dddmmss.s |
 LG0994| LG0991 EAGLE MUNICIPAL TANK                APPROX. 2.2 KM 0782238.1 |
 LG0994| CL7508 ROY 2 RM 3                           25.582 METERS 09140     |
 LG0994| CL7509 ROY 2 RM 4                           36.323 METERS 17708     |
 LG0994| LG0995 ROY                                   7.831 METERS 18210     |
 LG0994| LG0990 ROY 2 AZ MK                         APPROX. 0.9 KM 2675120.9 |
 LG0994| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.20.5 KM 2683049.5 |
 LG0994|---------------------------------------------------------------------|
 LG0994
 LG0994                          SUPERSEDED SURVEY CONTROL
 LG0994
 LG0994  NAD 83(1986)-  40 48 47.16098(N)    096 27 24.85095(W) AD(       ) 3
 LG0994  NAD 27      -  40 48 47.15996(N)    096 27 23.81783(W) AD(       ) 3
 LG0994
 LG0994.Superseded values are not recommended for survey control.
 LG0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0994.See file dsdata.txt to determine how the superseded data were derived.
 LG0994
 LG0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1449221122(NAD 83)
 LG0994_MARKER: DS = TRIANGULATION STATION DISK
 LG0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0994_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0994_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0994+STABILITY: SURFACE MOTION
 LG0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0994+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG0994
 LG0994  HISTORY     - Date     Condition        Report By
 LG0994  HISTORY     - 1964     MONUMENTED       CGS
 LG0994  HISTORY     - 2002     GOOD             NEDR
 LG0994
 LG0994                          STATION DESCRIPTION
 LG0994
 LG0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LG0994'THIS STATION IS LOCATED ABOUT 11 MILES EAST OF THE CITY OF
 LG0994'LINCOLN, 7 AND 1/2 MILES SOUTH-SOUTHEAST OF WAVERLY, AND 1 AND
 LG0994'1/2 MILES WEST OF EAGLE ON TOP OF A LOW CUT ON THE NORTH SIDE OF
 LG0994'U.S. HIGHWAY 34, 59 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 LG0994'34, 36 FEET WEST OF THE CENTER OF FIELD ENTRANCE, 16 FEET EAST OF
 LG0994'A TELEPHONE POLE, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.
 LG0994'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ROY 2 1964.
 LG0994'
 LG0994'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN OF
 LG0994'EAGLE, GO SOUTH FOR 0.2 MILE TO U.S. HIGHWAY 34.  TURN RIGHT
 LG0994'AND GO WEST FOR 1.4 MILES TO THE STATION ON THE RIGHT AS
 LG0994'DESCRIBED.
 LG0994'
 LG0994'REFERENCE MARK NO. 3 IS 58 FEET NORTH OF THE CENTER OF U.S.
 LG0994'HIGHWAY 34, 48 FEET EAST OF THE CENTER OF FIELD ENTRANCE, AND
 LG0994'3 FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND
 LG0994'THE DISK IS STAMPED ROY 2 NO 3 1964.
 LG0994'
 LG0994'REFERENCE MARK NO. 4 IS 78 FEET NORTHWEST OF THE NORTHWEST CORNER
 LG0994'OF HOUSE OWNED AND OCCUPIED BY ROY SICKMAN, 59 FEET SOUTH OF
 LG0994'THE CENTERLINE OF U.S. HIGHWAY 34, 22 FEET WEST OF THE CENTER
 LG0994'OF DRIVEWAY, 6 FEET WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF
 LG0994'A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LG0994'ROY 2 NO 4 1964.
 LG0994'
 LG0994'AZIMUTH MARK IS 0.55 MILE WEST OF THE STATION, 59 FEET SOUTH
 LG0994'OF THE CENTERLINE OF U.S. HIGHWAY 34, 2-1/2 FEET NORTHEAST OF A
 LG0994'TELEPHONE POLE, AND 2 FEET EAST OF A STEEL WITNESS POST.  THE
 LG0994'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ROY 2 1964.
 LG0994'
 LG0994'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 LG0994'HIGHWAY 34 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT OR
 LG0994'SOUTHSIDE OF THE ROAD.
 LG0994'
 LG0994'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LG0994
 LG0994                          STATION RECOVERY (2002)
 LG0994
 LG0994'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG0994'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0990 ***********************************************************************
 LG0990  DESIGNATION -  ROY 2 AZ MK
 LG0990  PID         -  LG0990
 LG0990  STATE/COUNTY-  NE/CASS
 LG0990  USGS QUAD   -  EAGLE (1966)
 LG0990
 LG0990                         *CURRENT SURVEY CONTROL
 LG0990  ___________________________________________________________________
 LG0990* NAD 83(1995)-  40 48 46.07700(N)    096 28 02.52601(W)     ADJUSTED  
 LG0990* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 LG0990  ___________________________________________________________________
 LG0990  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 LG0990  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 LG0990
 LG0990  HORZ ORDER  -  THIRD
 LG0990
 LG0990.The horizontal coordinates were established by classical geodetic methods
 LG0990.and adjusted by the National Geodetic Survey in August 1997..
 LG0990.No horizontal observational check was made to the station.
 LG0990
 LG0990.The orthometric height was scaled from a topographic map.
 LG0990
 LG0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0990
 LG0990.The geoid height was determined by GEOID03.
 LG0990
 LG0990;                    North         East     Units Scale Factor Converg.
 LG0990;SPC NE       -   114,834.561   797,894.932   MT  0.99973120   +2 20 27.8
 LG0990;UTM  14      - 4,521,063.064   713,609.967   MT  1.00016165   +1 39 21.3
 LG0990
 LG0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0990!SPC NE       -   0.99993896  x   0.99973120  =   0.99967017
 LG0990!UTM  14      -   0.99993896  x   1.00016165  =   1.00010060
 LG0990
 LG0990:                Primary Azimuth Mark                     Grid Az
 LG0990:SPC NE       -  ROY 2                                    085 30 28.5
 LG0990:UTM  14      -  ROY 2                                    086 11 35.0
 LG0990
 LG0990|---------------------------------------------------------------------|
 LG0990| PID    Reference Object                     Distance      Geod. Az  |
 LG0990|                                                           dddmmss.s |
 LG0990| LG0994 ROY 2                               APPROX. 0.9 KM 0875056.3 |
 LG0990|---------------------------------------------------------------------|
 LG0990
 LG0990                          SUPERSEDED SURVEY CONTROL
 LG0990
 LG0990  NAD 83(1986)-  40 48 46.08747(N)    096 28 02.52787(W) AD(       ) 3
 LG0990  NAD 27      -  40 48 46.08597(N)    096 28 01.58516(W) AD(       ) 3
 LG0990
 LG0990.Superseded values are not recommended for survey control.
 LG0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0990.See file dsdata.txt to determine how the superseded data were derived.
 LG0990
 LG0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL1361021063(NAD 83)
 LG0990_MARKER: DZ = AZIMUTH MARK DISK
 LG0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0990+STABILITY: SURFACE MOTION
 LG0990
 LG0990  HISTORY     - Date     Condition        Report By
 LG0990  HISTORY     - 1964     MONUMENTED       CGS
 LG0990
 LG0990                          STATION DESCRIPTION
 LG0990
 LG0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LG0990'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN OF
 LG0990'EAGLE, GO SOUTH FOR 0.2 MILE TO U.S. HIGHWAY 34.  TURN RIGHT
 LG0990'AND GO WEST FOR 1.95 MILES TO THE STATION ON THE LEFT AS
 LG0990'DESCRIBED.
 LG0990'
 LG0990'AZIMUTH MARK IS 0.55 MILE WEST OF THE STATION, 59 FEET SOUTH
 LG0990'OF THE CENTERLINE OF U.S. HIGHWAY 34, 2-1/2 FEET NORTHEAST OF A
 LG0990'TELEPHONE POLE, AND 2 FEET EAST OF A STEEL WITNESS POST.  THE
 LG0990'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ROY 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1295 ***********************************************************************
 NM1295  DESIGNATION -  RRV CREIGHTON
 NM1295  PID         -  NM1295
 NM1295  STATE/COUNTY-  NE/KNOX
 NM1295  USGS QUAD   -  CREIGHTON (1974)
 NM1295
 NM1295                         *CURRENT SURVEY CONTROL
 NM1295  ___________________________________________________________________
 NM1295* NAD 83(1986)-  42 28 04.     (N)    097 53 56.     (W)     SCALED    
 NM1295* NAVD 88     -       487.387  (meters)    1599.04   (feet)  ADJUSTED  
 NM1295  ___________________________________________________________________
 NM1295  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 NM1295  DYNAMIC HT  -         487.210 (meters)    1598.45  (feet)  COMP
 NM1295  MODELED GRAV-     980,243.2   (mgal)                       NAVD 88
 NM1295
 NM1295  VERT ORDER  -  SECOND    CLASS 0
 NM1295
 NM1295.The horizontal coordinates were scaled from a topographic map and have
 NM1295.an estimated accuracy of +/- 6 seconds.
 NM1295
 NM1295.The orthometric height was determined by differential leveling
 NM1295.and adjusted by the National Geodetic Survey in June 1991..
 NM1295
 NM1295.The geoid height was determined by GEOID03.
 NM1295
 NM1295.The dynamic height is computed by dividing the NAVD 88
 NM1295.geopotential number by the normal gravity value computed on the
 NM1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1295.degrees latitude (g = 980.6199 gals.).
 NM1295
 NM1295.The modeled gravity was interpolated from observed gravity values.
 NM1295
 NM1295;                    North         East    Units  Estimated Accuracy
 NM1295;SPC NE       -   294,600.      672,750.      MT  (+/- 180 meters Scaled)
 NM1295
 NM1295                          SUPERSEDED SURVEY CONTROL
 NM1295
 NM1295  NGVD 29 (??/??/92)  487.190  (m)         1598.39   (f) ADJ UNCH    2 0
 NM1295
 NM1295.Superseded values are not recommended for survey control.
 NM1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1295.See file dsdata.txt to determine how the superseded data were derived.
 NM1295
 NM1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN905023(NAD 83)
 NM1295_MARKER: R = RIVET
 NM1295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1295_SP_SET: FOUNDATION
 NM1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1295
 NM1295  HISTORY     - Date     Condition        Report By
 NM1295  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1295  HISTORY     - 1934     GOOD             NGS
 NM1295
 NM1295                          STATION DESCRIPTION
 NM1295
 NM1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NM1295'AT CREIGHTON.
 NM1295'LOCATED AT CREIGHTON ALONG CHICAGO AND NORTH WESTERN RWY.  MONEL
 NM1295'METAL RIVET SET IN WATER TANK FOUNDATION ON EAST LONG PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1305 ***********************************************************************
 NM1305  DESIGNATION -  RRV F 60
 NM1305  PID         -  NM1305
 NM1305  STATE/COUNTY-  NE/PIERCE
 NM1305  USGS QUAD   -  PLAINVIEW (1963)
 NM1305
 NM1305                         *CURRENT SURVEY CONTROL
 NM1305  ___________________________________________________________________
 NM1305* NAD 83(1986)-  42 21 02.     (N)    097 47 57.     (W)     SCALED    
 NM1305* NAVD 88     -       512.975  (meters)    1682.99   (feet)  ADJUSTED  
 NM1305  ___________________________________________________________________
 NM1305  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 NM1305  DYNAMIC HT  -         512.785 (meters)    1682.36  (feet)  COMP
 NM1305  MODELED GRAV-     980,235.0   (mgal)                       NAVD 88
 NM1305
 NM1305  VERT ORDER  -  SECOND    CLASS 0
 NM1305
 NM1305.The horizontal coordinates were scaled from a topographic map and have
 NM1305.an estimated accuracy of +/- 6 seconds.
 NM1305
 NM1305.The orthometric height was determined by differential leveling
 NM1305.and adjusted by the National Geodetic Survey in June 1991..
 NM1305
 NM1305.The geoid height was determined by GEOID03.
 NM1305
 NM1305.The dynamic height is computed by dividing the NAVD 88
 NM1305.geopotential number by the normal gravity value computed on the
 NM1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1305.degrees latitude (g = 980.6199 gals.).
 NM1305
 NM1305.The modeled gravity was interpolated from observed gravity values.
 NM1305
 NM1305;                    North         East    Units  Estimated Accuracy
 NM1305;SPC NE       -   281,790.      681,280.      MT  (+/- 180 meters Scaled)
 NM1305
 NM1305                          SUPERSEDED SURVEY CONTROL
 NM1305
 NM1305  NGVD 29 (??/??/92)  512.788  (m)         1682.37   (f) ADJ UNCH    2 0
 NM1305
 NM1305.Superseded values are not recommended for survey control.
 NM1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1305.See file dsdata.txt to determine how the superseded data were derived.
 NM1305
 NM1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM989893(NAD 83)
 NM1305_MARKER: R = RIVET
 NM1305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1305_SP_SET: BRIDGE
 NM1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1305
 NM1305  HISTORY     - Date     Condition        Report By
 NM1305  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1305  HISTORY     - 1934     GOOD             NGS
 NM1305  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1305
 NM1305                          STATION DESCRIPTION
 NM1305
 NM1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NM1305'0.5 MI W FROM PLAINVIEW.
 NM1305'LOCATED 0.5 OF MILE WEST OF STATION AT PLAINVIEW.  MONEL METAL
 NM1305'RIVET SET ON WING WALL TRACK SIDE OF CONCRETE BRIDGE NO. F-60
 NM1305'UNDER STATE HWY. 20.
 NM1305
 NM1305                          STATION RECOVERY (1999)
 NM1305
 NM1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1305'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1303 ***********************************************************************
 NM1303  DESIGNATION -  RRV F 63
 NM1303  PID         -  NM1303
 NM1303  STATE/COUNTY-  NE/PIERCE
 NM1303  USGS QUAD   -  PLAINVIEW (1963)
 NM1303
 NM1303                         *CURRENT SURVEY CONTROL
 NM1303  ___________________________________________________________________
 NM1303* NAD 83(1986)-  42 21 58.     (N)    097 49 56.     (W)     SCALED    
 NM1303* NAVD 88     -       519.170  (meters)    1703.31   (feet)  ADJUSTED  
 NM1303  ___________________________________________________________________
 NM1303  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 NM1303  DYNAMIC HT  -         518.977 (meters)    1702.68  (feet)  COMP
 NM1303  MODELED GRAV-     980,234.1   (mgal)                       NAVD 88
 NM1303
 NM1303  VERT ORDER  -  SECOND    CLASS 0
 NM1303
 NM1303.The horizontal coordinates were scaled from a topographic map and have
 NM1303.an estimated accuracy of +/- 6 seconds.
 NM1303
 NM1303.The orthometric height was determined by differential leveling
 NM1303.and adjusted by the National Geodetic Survey in June 1991..
 NM1303
 NM1303.The geoid height was determined by GEOID03.
 NM1303
 NM1303.The dynamic height is computed by dividing the NAVD 88
 NM1303.geopotential number by the normal gravity value computed on the
 NM1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1303.degrees latitude (g = 980.6199 gals.).
 NM1303
 NM1303.The modeled gravity was interpolated from observed gravity values.
 NM1303
 NM1303;                    North         East    Units  Estimated Accuracy
 NM1303;SPC NE       -   283,450.      678,510.      MT  (+/- 180 meters Scaled)
 NM1303
 NM1303                          SUPERSEDED SURVEY CONTROL
 NM1303
 NM1303  NGVD 29 (??/??/92)  518.974  (m)         1702.67   (f) ADJ UNCH    2 0
 NM1303
 NM1303.Superseded values are not recommended for survey control.
 NM1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1303.See file dsdata.txt to determine how the superseded data were derived.
 NM1303
 NM1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM961910(NAD 83)
 NM1303_MARKER: R = RIVET
 NM1303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1303_SP_SET: BRIDGE ABUTMENT
 NM1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1303
 NM1303  HISTORY     - Date     Condition        Report By
 NM1303  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1303  HISTORY     - 1934     GOOD             NGS
 NM1303
 NM1303                          STATION DESCRIPTION
 NM1303
 NM1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NM1303'2.7 MI NW FROM PLAINVIEW.
 NM1303'LOCATED 2.7 MILES NORTHWEST OF STATION AT ALONG CHICAGO AND
 NM1303'NORTH WESTERN RWY. PLAINVIEW.  MONEL METAL RIVET SET ON TOP OF
 NM1303'BACK WALL EAST ABUTMENT SOUTH SIDE OF TRACKS ON BRIDGE NO. F-63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1301 ***********************************************************************
 NM1301  DESIGNATION -  RRV F 65
 NM1301  PID         -  NM1301
 NM1301  STATE/COUNTY-  NE/ANTELOPE
 NM1301  USGS QUAD   -  PLAINVIEW NE (1974)
 NM1301
 NM1301                         *CURRENT SURVEY CONTROL
 NM1301  ___________________________________________________________________
 NM1301* NAD 83(1986)-  42 23 28.     (N)    097 51 34.     (W)     SCALED    
 NM1301* NAVD 88     -       509.338  (meters)    1671.05   (feet)  ADJUSTED  
 NM1301  ___________________________________________________________________
 NM1301  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 NM1301  DYNAMIC HT  -         509.149 (meters)    1670.43  (feet)  COMP
 NM1301  MODELED GRAV-     980,234.3   (mgal)                       NAVD 88
 NM1301
 NM1301  VERT ORDER  -  SECOND    CLASS 0
 NM1301
 NM1301.The horizontal coordinates were scaled from a topographic map and have
 NM1301.an estimated accuracy of +/- 6 seconds.
 NM1301
 NM1301.The orthometric height was determined by differential leveling
 NM1301.and adjusted by the National Geodetic Survey in June 1991..
 NM1301
 NM1301.The geoid height was determined by GEOID03.
 NM1301
 NM1301.The dynamic height is computed by dividing the NAVD 88
 NM1301.geopotential number by the normal gravity value computed on the
 NM1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1301.degrees latitude (g = 980.6199 gals.).
 NM1301
 NM1301.The modeled gravity was interpolated from observed gravity values.
 NM1301
 NM1301;                    North         East    Units  Estimated Accuracy
 NM1301;SPC NE       -   286,170.      676,200.      MT  (+/- 180 meters Scaled)
 NM1301
 NM1301                          SUPERSEDED SURVEY CONTROL
 NM1301
 NM1301  NGVD 29 (??/??/92)  509.141  (m)         1670.41   (f) ADJ UNCH    2 0
 NM1301
 NM1301.Superseded values are not recommended for survey control.
 NM1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1301.See file dsdata.txt to determine how the superseded data were derived.
 NM1301
 NM1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM938938(NAD 83)
 NM1301_MARKER: R = RIVET
 NM1301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1301_SP_SET: BRIDGE
 NM1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1301
 NM1301  HISTORY     - Date     Condition        Report By
 NM1301  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1301  HISTORY     - 1934     GOOD             NGS
 NM1301
 NM1301                          STATION DESCRIPTION
 NM1301
 NM1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NM1301'4.9 MI N FROM PLAINVIEW.
 NM1301'LOCATED 4.9 MILES NORTH OF STATION AT PLAINVIEW ALONG CHICAGO
 NM1301'AND NORTH WESTERN RWY. MONEL METAL RIVET SET ON MASONRY HEAD
 NM1301'WALL NORTH SIDE OF TRACK OF BRIDGE NO. F-65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1079 ***********************************************************************
 ML1079  DESIGNATION -  RUDDY
 ML1079  PID         -  ML1079
 ML1079  STATE/COUNTY-  NE/HOWARD
 ML1079  USGS QUAD   -  PALMER (1961)
 ML1079
 ML1079                         *CURRENT SURVEY CONTROL
 ML1079  ___________________________________________________________________
 ML1079* NAD 83(1995)-  41 09 55.49576(N)    098 18 21.35281(W)     ADJUSTED  
 ML1079* NAVD 88     -       567.     (meters)    1860.     (feet)  SCALED    
 ML1079  ___________________________________________________________________
 ML1079  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 ML1079  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 ML1079
 ML1079  HORZ ORDER  -  THIRD
 ML1079
 ML1079.The horizontal coordinates were established by classical geodetic methods
 ML1079.and adjusted by the National Geodetic Survey in August 1997..
 ML1079
 ML1079.The orthometric height was scaled from a topographic map.
 ML1079
 ML1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1079
 ML1079.The geoid height was determined by GEOID03.
 ML1079
 ML1079;                    North         East     Units Scale Factor Converg.
 ML1079;SPC NE       -   149,287.831   642,118.709   MT  0.99967615   +1 07 21.6
 ML1079;UTM  14      - 4,557,352.161   558,226.251   MT  0.99964172   +0 27 24.7
 ML1079
 ML1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1079!SPC NE       -   0.99991493  x   0.99967615  =   0.99959111
 ML1079!UTM  14      -   0.99991493  x   0.99964172  =   0.99955668
 ML1079
 ML1079:                Primary Azimuth Mark                     Grid Az
 ML1079:SPC NE       -  PALMER MUNICIPAL TANK                    033 05 59.2
 ML1079:UTM  14      -  PALMER MUNICIPAL TANK                    033 45 56.1
 ML1079
 ML1079|---------------------------------------------------------------------|
 ML1079| PID    Reference Object                     Distance      Geod. Az  |
 ML1079|                                                           dddmmss.s |
 ML1079| ML1078 PALMER MUNICIPAL TANK               APPROX. 7.8 KM 0341320.8 |
 ML1079| CN9631 RUDDY AZ MK                                        1804109.2 |
 ML1079| CN9633 RUDDY RM 2                           21.784 METERS 28715     |
 ML1079| CN9632 RUDDY RM 1                           19.555 METERS 35430     |
 ML1079|---------------------------------------------------------------------|
 ML1079
 ML1079                          SUPERSEDED SURVEY CONTROL
 ML1079
 ML1079  NAD 83(1986)-  41 09 55.50343(N)    098 18 21.35528(W) AD(       ) 3
 ML1079  NAD 27      -  41 09 55.45700(N)    098 18 20.11000(W) AD(       ) 3
 ML1079
 ML1079.Superseded values are not recommended for survey control.
 ML1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1079.See file dsdata.txt to determine how the superseded data were derived.
 ML1079
 ML1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL5822657352(NAD 83)
 ML1079_MARKER: DS = TRIANGULATION STATION DISK
 ML1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1079
 ML1079  HISTORY     - Date     Condition        Report By
 ML1079  HISTORY     - 1950     MONUMENTED       CGS
 ML1079
 ML1079                          STATION DESCRIPTION
 ML1079
 ML1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1079'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF ST. PAUL AND
 ML1079'4-1/2 MILES SOUTHWEST OF PALMER ON A LOW SANDY HILL.  STATION
 ML1079'IS 43 FEET EAST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD,
 ML1079'13 FEET SOUTHEAST OF FENCE CORNER, 11 FEET SOUTHEAST OF TELEPHONE
 ML1079'POLE AND 9 FEET SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS
 ML1079'ABOUT 2 INCHES AND THE DISK IS STAMPED RUDDY 1950.
 ML1079'
 ML1079'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE APPROXIMATE
 ML1079'CENTERLINE OF ROAD AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 ML1079'ABOUT 4 INCHES AND THE DISK IS STAMPED RUDDY NO 1 1950.
 ML1079'
 ML1079'REFERENCE MARK NO. 2 IS 27 FEET WEST OF THE APPROXIMATE
 ML1079'CENTERLINE OF ROAD AND 1.5 FEET WEST OF FENCE.  THE MARK
 ML1079'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RUDDY NO 2
 ML1079'1950.
 ML1079'
 ML1079'AZIMUTH MARK IS 27 FEET EAST OF THE APPROXIMATE CENTERLINE
 ML1079'OF ROAD, 4.5 FEET NORTHEAST OF WITNESS POST AND 3 FEET EAST
 ML1079'OF POWER POLE AND FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 ML1079'AND THE DISK IS STAMPED RUDDY 1950.
 ML1079'
 ML1079'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 ML1079'ROUTE 92 IN THE NORTHEAST PART OF ST. PAUL GO SOUTH ON U.S.
 ML1079'HIGHWAY 281 AND STATE ROUTE 92 FOR 2.4 MILES TO THE JUNCTION
 ML1079'OF THE TWO ROUTES.  TURN LEFT AND GO EAST ON STATE ROUTE
 ML1079'92 FOR 6.7 MILES TO CROSSROADS.  TURN RIGHT AND GO SOUTH
 ML1079'ON DIRT ROAD FOR 1.75 MILES TO TOP OF HILL AND STATION ON
 ML1079'LEFT OR EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE SOUTH FOR
 ML1079'0.35 MILE TO AZIMUTH MARK ON LEFT OR EAST SIDE OF ROAD AS
 ML1079'DESCRIBED.
 ML1079'
 ML1079'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0379 ***********************************************************************
 NO0379  DESIGNATION -  RUFF
 NO0379  PID         -  NO0379
 NO0379  STATE/COUNTY-  NE/KEYA PAHA
 NO0379  USGS QUAD   -  MULESHOE CREEK (1983)
 NO0379
 NO0379                         *CURRENT SURVEY CONTROL
 NO0379  ___________________________________________________________________
 NO0379* NAD 83(1995)-  42 51 21.55977(N)    100 11 03.56263(W)     ADJUSTED  
 NO0379* NAVD 88     -       776.     (meters)    2546.     (feet)  SCALED    
 NO0379  ___________________________________________________________________
 NO0379  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 NO0379  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 NO0379
 NO0379  HORZ ORDER  -  THIRD
 NO0379
 NO0379.The horizontal coordinates were established by classical geodetic methods
 NO0379.and adjusted by the National Geodetic Survey in August 1997..
 NO0379
 NO0379.The orthometric height was scaled from a topographic map.
 NO0379
 NO0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0379
 NO0379.The geoid height was determined by GEOID03.
 NO0379
 NO0379;                    North         East     Units Scale Factor Converg.
 NO0379;SPC NE       -   335,639.416   484,936.033   MT  0.99993713   -0 07 19.7
 NO0379;UTM  14      - 4,745,503.016   403,242.123   MT  0.99971518   -0 48 20.1
 NO0379
 NO0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0379!SPC NE       -   0.99988183  x   0.99993713  =   0.99981897
 NO0379!UTM  14      -   0.99988183  x   0.99971518  =   0.99959705
 NO0379
 NO0379:                Primary Azimuth Mark                     Grid Az
 NO0379:SPC NE       -  RUFF AZ MK                               018 44 14.3
 NO0379:UTM  14      -  RUFF AZ MK                               019 25 14.7
 NO0379
 NO0379|---------------------------------------------------------------------|
 NO0379| PID    Reference Object                     Distance      Geod. Az  |
 NO0379|                                                           dddmmss.s |
 NO0379| CO4427 RUFF AZ MK                                         0183654.6 |
 NO0379| CO4428 RUFF RM 1                            45.052 METERS 06944     |
 NO0379| CO4429 RUFF RM 2                            38.563 METERS 15245     |
 NO0379|---------------------------------------------------------------------|
 NO0379
 NO0379                          SUPERSEDED SURVEY CONTROL
 NO0379
 NO0379  NAD 83(1986)-  42 51 21.56403(N)    100 11 03.57481(W) AD(       ) 3
 NO0379  NAD 27      -  42 51 21.54600(N)    100 11 02.12200(W) AD(       ) 3
 NO0379
 NO0379.Superseded values are not recommended for survey control.
 NO0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0379.See file dsdata.txt to determine how the superseded data were derived.
 NO0379
 NO0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0324245503(NAD 83)
 NO0379_MARKER: DS = TRIANGULATION STATION DISK
 NO0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0379
 NO0379  HISTORY     - Date     Condition        Report By
 NO0379  HISTORY     - 1949     MONUMENTED       CGS
 NO0379
 NO0379                          STATION DESCRIPTION
 NO0379
 NO0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0379'THE STATION IS LOCATED ABOUT 6.5 MILES WEST-SOUTHWEST OF NORDEN
 NO0379'AND 0.75 MILE NORTH OF THE NIOBRARA RIVER.  IT IS IN A PASTURE
 NO0379'JUST SOUTH OF A CULTIVATED FIELD, 150 FEET NORTH OF THE NORTH
 NO0379'EDGE OF A BLUFF AND 148 FEET WEST-SOUTHWEST OF A T-FENCE
 NO0379'CORNER.  IT IS STAMPED RUFF 1949 AND PROJECTS 3 INCHES.
 NO0379'
 NO0379'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, IN THE
 NO0379'EAST EDGE OF A PASTURE, 1 FOOT SOUTH OF A T-FENCE CORNER AND IS
 NO0379'ON THE SAME ELEVATION AS THE STATION.  IT IS STAMPED RUFF
 NO0379'NO 1 1949 AND PROJECTS 3 INCHES.
 NO0379'
 NO0379'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, IN THE
 NO0379'EAST EDGE OF A PASTURE, 175 FEET SOUTH-SOUTHWEST OF A T-FENCE
 NO0379'CORNER, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND IS ON THE
 NO0379'SAME ELEVATION AS THE STATION.  IT IS STAMPED RUFF NO 2 1949
 NO0379'AND PROJECTS 4 INCHES.
 NO0379'
 NO0379'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, IN THE
 NO0379'NORTHEAST CORNER OF A CULTIVATED FIELD, 18 FEET WEST OF THE CENTER
 NO0379'OF A TRACK ROAD AND 1 FOOT EAST OF A FENCE CORNER.  IT IS STAMPED
 NO0379'RUFF 1949 AND PROJECTS 3 INCHES.
 NO0379'
 NO0379'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 7
 NO0379'AND THE MAIN STREET IN THE NORTH EDGE OF NORDEN, GO WEST AND
 NO0379'NORTH ON STATE ROUTE NO. 7 FOR 7.0 MILES TO A T-ROAD SOUTH AT
 NO0379'TWO MAIL BOXES ON NORTH SIDE OF ROAD, TURN LEFT AND GO SOUTH ON
 NO0379'GRADED ROAD FOR 2.05 MILES TO THE END OF GRADED ROAD AND AZIMUTH
 NO0379'MARK ON RIGHT AS DESCRIBED, CONTINUE SOUTH AND EAST ON TRACK
 NO0379'ROAD FOR 0.45 MILE TO A WIRE GATE, PASS THROUGH GATE, TURN RIGHT
 NO0379'AND GO SOUTH ALONG WEST SIDE OF FENCE FOR 0.3 MILE, TURN RIGHT
 NO0379'AND GO WEST ALONG SOUTH EDGE OF FIELD FOR 0.35 MILE TO A
 NO0379'T-FENCE CORNER AND STATION JUST WEST-SOUTHWEST AS DESCRIBED.
 NO0379'
 NO0379'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1300 ***********************************************************************
 LH1300  DESIGNATION -  RUSCO
 LH1300  PID         -  LH1300
 LH1300  STATE/COUNTY-  NE/BUFFALO
 LH1300  USGS QUAD   -  RIVERDALE (1962)
 LH1300
 LH1300                         *CURRENT SURVEY CONTROL
 LH1300  ___________________________________________________________________
 LH1300* NAD 83(1995)-  40 52 20.95413(N)    099 08 29.06968(W)     ADJUSTED  
 LH1300* NAVD 88     -       704.20   (meters)    2310.4    (feet)  RESET     
 LH1300  ___________________________________________________________________
 LH1300  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 LH1300  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 LH1300
 LH1300  HORZ ORDER  -  SECOND
 LH1300  VERT ORDER  -  THIRD
 LH1300
 LH1300.The horizontal coordinates were established by classical geodetic methods
 LH1300.and adjusted by the National Geodetic Survey in August 1997..
 LH1300
 LH1300.The orthometric height was computed from unverified reset data.
 LH1300
 LH1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1300
 LH1300.The geoid height was determined by GEOID03.
 LH1300
 LH1300;                    North         East     Units Scale Factor Converg.
 LH1300;SPC NE       -   115,733.693   572,355.305   MT  0.99971925   +0 34 08.3
 LH1300;UTM  14      - 4,524,611.717   488,084.458   MT  0.99960175   -0 05 33.1
 LH1300
 LH1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1300!SPC NE       -   0.99989333  x   0.99971925  =   0.99961261
 LH1300!UTM  14      -   0.99989333  x   0.99960175  =   0.99949512
 LH1300
 LH1300:                Primary Azimuth Mark                     Grid Az
 LH1300:SPC NE       -  RUSCO AZ MK                              089 53 11.6
 LH1300:UTM  14      -  RUSCO AZ MK                              090 32 53.0
 LH1300
 LH1300|---------------------------------------------------------------------|
 LH1300| PID    Reference Object                     Distance      Geod. Az  |
 LH1300|                                                           dddmmss.s |
 LH1300| AI1417 RUSCO AZ MK                                        0902719.9 |
 LH1300| LH0650 L 294                                48.607 METERS 17341     |
 LH1300| CN9634 RUSCO RM 1                           22.278 METERS 21915     |
 LH1300|---------------------------------------------------------------------|
 LH1300
 LH1300                          SUPERSEDED SURVEY CONTROL
 LH1300
 LH1300  NAD 83(1986)-  40 52 20.96150(N)    099 08 29.07170(W) AD(       ) 2
 LH1300  NAD 27      -  40 52 20.92200(N)    099 08 27.74500(W) AD(       ) 2
 LH1300
 LH1300.Superseded values are not recommended for survey control.
 LH1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1300.See file dsdata.txt to determine how the superseded data were derived.
 LH1300
 LH1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8808424612(NAD 83)
 LH1300_MARKER: DS = TRIANGULATION STATION DISK
 LH1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1300_STAMPING: RUSCO 1950
 LH1300_MARK LOGO: CGS   
 LH1300_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LH1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1300+STABILITY: SURFACE MOTION
 LH1300
 LH1300  HISTORY     - Date     Condition        Report By
 LH1300  HISTORY     - 1950     MONUMENTED       CGS
 LH1300  HISTORY     - 19970715 GOOD             NGS
 LH1300
 LH1300                          STATION DESCRIPTION
 LH1300
 LH1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1300'THE STATION IS LOCATED ABOUT 12 MILES NORTH AND 3 MILES WEST OF
 LH1300'KEARNEY, ACROSS FROM AN UNGRADED SECTION LINE ROAD.  IT IS 84
 LH1300'FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 54 FEET NORTH OF A
 LH1300'FENCE CORNER WITH A TRIANGLE BLAZE, 3 FEET NORTH NORTHEAST OF A
 LH1300'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK
 LH1300'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED RUSCO 1950.
 LH1300'
 LH1300'REFERENCE MARK NO. 1 IS 46 FEET WEST OF A FENCE CORNER WITH A
 LH1300'TRIANGLE BLAZE, 27 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 LH1300'AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 3 INCHES AND
 LH1300'THE DISK IS STAMPED RUSCO NO 1 1950.
 LH1300'
 LH1300'BENCH MARK, L-294 1949 WAS USED AS AN R.M. NO. 2.  IT IS A
 LH1300'STANDARD USC AND GS BENCH MARK DISK SET IN A ROUND CONCRETE POST.
 LH1300'IT IS 75 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD,
 LH1300'42 FEET SOUTH OF A CORNER POST, 12 FEET EAST OF THE
 LH1300'CENTERLINE OF A TRACK ROAD, 2 FEET NORTH OF A WHITE WITNESS
 LH1300'POST AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS
 LH1300'ABOUT 2 INCHES AND THE DISK IS STAMPED L-294 1949.
 LH1300'
 LH1300'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 LH1300'RUSCO 1950 TO BENCH MARK, L-294 1949.
 LH1300'
 LH1300'AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD,
 LH1300'4 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCELINE.
 LH1300'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 LH1300'RUSCO 1950.
 LH1300'
 LH1300'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 LH1300'ROUTE 10 AT THE MONUMENT IN KEARNEY, GO NORTH, WEST AND
 LH1300'NORTH, WEST AND NORTH ON STATE ROUTE 10 FOR 11.8 MILES TO A
 LH1300'CROSSROADS.  TURN LEFT (WEST) AND GO 2.1 MILES TO AZIMUTH MARK
 LH1300'ON LEFT ACROSS FROM A WHITE HOUSE.  CONTINUE WEST FOR 0.8 MILE
 LH1300'TO A SIDE ROAD ON SOUTH SIDE OF ROAD AND STATION SITE ON NORTH
 LH1300'AS DESCRIBED.
 LH1300'
 LH1300'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LH1300
 LH1300                          STATION RECOVERY (1997)
 LH1300
 LH1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 LH1300'RECOVERED IN GOOD CONDITION ABOUT 12.75 MI (20.52 KM) NORTHWEST OF
 LH1300'KEARNEY, 3 MI (4.8 KM) WEST OF STATE HIGHWAY 10 AND IN THE SW CORNER
 LH1300'OF SEC33, T11N, R16W.  TO REACH THE MARK FROM THE JUNCTION OF STATE
 LH1300'HIGHWAYS 10 AND 40, WHICH IS ABOUT 3.5 MI (5.6 KM) NORTH OF KEARNEY,
 LH1300'GO NORTH ON HIGHWAY 10 FOR 8.5 MI (13.7 KM) TO A GRAVELED CROSSROAD,
 LH1300'POLE LINE ROAD.  TURN LEFT AND GO WEST ON POLE LINE ROAD FOR 2.9 MI
 LH1300'(4.7 KM) TO THE STATION ON THE RIGHT AND L 294 ON THE LEFT.  THE DISK
 LH1300'IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS RECESSSED 2 CM
 LH1300'BELOW THE GROUND SURFACE.  IT IS 48.61 M (159.48 FT) NORTH OF BENCH
 LH1300'MARK L 294, 39.38 M (129.20 FT) NORTHWEST OF THE CENTER OF THE TOP OF
 LH1300'A GAS METER, 26.0 M (85.3 FT) NORTH FROM THE CENTERLINE OF POLE LINE
 LH1300'ROAD, 16.34 M (53.61 FT) NORTH-NORTHEAST OF A FENCE CORNER AND 6.3 M
 LH1300'(20.7 FT) EAST OF A WITNESS POST AND A NORTH-SOUTH FENCE.  REBAR WAS
 LH1300'DRIVEN ALONG THE NORTH SIDE OF THE MARK.  THE MARK WOULD HAVE MARGINAL
 LH1300'USE FOR GPS SURVEYS BECAUSE OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0389 ***********************************************************************
 NO0389  DESIGNATION -  RUSH
 NO0389  PID         -  NO0389
 NO0389  STATE/COUNTY-  NE/BROWN
 NO0389  USGS QUAD   -  BRUSH CREEK (1985)
 NO0389
 NO0389                         *CURRENT SURVEY CONTROL
 NO0389  ___________________________________________________________________
 NO0389* NAD 83(1995)-  42 35 57.34463(N)    100 10 10.48582(W)     ADJUSTED  
 NO0389* NAVD 88     -       826.     (meters)    2710.     (feet)  SCALED    
 NO0389  ___________________________________________________________________
 NO0389  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 NO0389  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 NO0389
 NO0389  HORZ ORDER  -  SECOND
 NO0389
 NO0389.The horizontal coordinates were established by classical geodetic methods
 NO0389.and adjusted by the National Geodetic Survey in August 1997..
 NO0389
 NO0389.The orthometric height was scaled from a topographic map.
 NO0389
 NO0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0389
 NO0389.The geoid height was determined by GEOID03.
 NO0389
 NO0389;                    North         East     Units Scale Factor Converg.
 NO0389;SPC NE       -   307,121.138   486,085.032   MT  0.99984101   -0 06 44.6
 NO0389;UTM  14      - 4,716,978.031   404,051.761   MT  0.99971326   -0 47 30.2
 NO0389
 NO0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0389!SPC NE       -   0.99987390  x   0.99984101  =   0.99971493
 NO0389!UTM  14      -   0.99987390  x   0.99971326  =   0.99958719
 NO0389
 NO0389:                Primary Azimuth Mark                     Grid Az
 NO0389:SPC NE       -  RUSH AZ MK                               007 15 26.9
 NO0389:UTM  14      -  RUSH AZ MK                               007 56 12.5
 NO0389
 NO0389|---------------------------------------------------------------------|
 NO0389| PID    Reference Object                     Distance      Geod. Az  |
 NO0389|                                                           dddmmss.s |
 NO0389| CO4433 RUSH AZ MK                                         0070842.3 |
 NO0389| NO0387 AINSWORTH MUN APT CONTROL TWR       APPROX.14.0 KM 0994204.7 |
 NO0389| NO0386 AINSWORTH MUN AIRPORT BCN           APPROX.14.0 KM 1000951.4 |
 NO0389| CO4434 RUSH RM 1                             6.989 METERS 13403     |
 NO0389| CO4435 RUSH RM 2                             6.230 METERS 25325     |
 NO0389| NO0390 WOOD LAKE MUNICIPAL TANK            APPROX. 7.2 KM 3102312.3 |
 NO0389|---------------------------------------------------------------------|
 NO0389
 NO0389                          SUPERSEDED SURVEY CONTROL
 NO0389
 NO0389  NAD 83(1986)-  42 35 57.35043(N)    100 10 10.49669(W) AD(       ) 2
 NO0389  NAD 27      -  42 35 57.34100(N)    100 10 09.03800(W) AD(       ) 2
 NO0389
 NO0389.Superseded values are not recommended for survey control.
 NO0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0389.See file dsdata.txt to determine how the superseded data were derived.
 NO0389
 NO0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN0405216978(NAD 83)
 NO0389_MARKER: DS = TRIANGULATION STATION DISK
 NO0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0389
 NO0389  HISTORY     - Date     Condition        Report By
 NO0389  HISTORY     - 1949     MONUMENTED       CGS
 NO0389
 NO0389                          STATION DESCRIPTION
 NO0389
 NO0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0389'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF WOOD LAKE,
 NO0389'0.75 MILE EAST OF THE BROWN-CHERRY COUNTY LINE AND 0.5 MILE
 NO0389'SOUTH OF U.S. HIGHWAY 20 ON LAND OWNED BY MR. LYLE BEST.  IT
 NO0389'IS ON THE HIGHEST POINT OF SANDY HILL, 7 FEET NORTHWEST OF
 NO0389'WITNESS POST.  IT IS STAMPED RUSH 1949 AND PROJECTS 1 INCH.
 NO0389'
 NO0389'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 20 FEET
 NO0389'SOUTHEAST OF WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE
 NO0389'STATION IN ELEVATION.  IT IS STAMPED RUSH NO 1 1949 AND
 NO0389'PROJECTS 2 INCHES.
 NO0389'
 NO0389'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 18 FEET
 NO0389'WEST OF WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE STATION
 NO0389'IN ELEVATION.  IT IS STAMPED RUSH NO 2 1949 AND PROJECTS 1 INCH.
 NO0389'
 NO0389'THE AZIMUTH MARK IS NORTH OF THE STATION, 30 FEET SOUTH OF
 NO0389'THE CENTER OF U.S. HIGHWAY 20, 1 FOOT NORTH OF EAST-WEST FENCE
 NO0389'LINE AND 1 FOOT NORTH OF WITNESS POST.  IT IS STAMPED RUSH 1949
 NO0389'AND PROJECTS 2 INCHES.
 NO0389'
 NO0389'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 NO0389'U.S. HIGHWAY 20 AT WELKERS PHILLIPS 66 SERVICE STATION IN
 NO0389'WOOD LAKE, GO EAST-SOUTHEAST ON U.S. HIGHWAY 20 FOR 3.15 MILES
 NO0389'TO CHERRY AND BROWN COUNTY LINE, CONTINUE ON U.S. HIGHWAY
 NO0389'20 FOR 0.95 MILE TO GATE ON THE RIGHT AND STOCK PENS ON THE
 NO0389'LEFT, (CONTINUE EAST ON U.S. HIGHWAY 20 FOR 0.1 MILE TO THE
 NO0389'AZIMUTH MARK ON THE RIGHT AS DESCRIBED), TURN RIGHT THROUGH
 NO0389'GATE AND BEAR LEFT FOR 0.35 MILE TO GATE IN FENCE CORNER, GO
 NO0389'THROUGH GATE AND GO SOUTH ALONG WEST SIDE OF FENCE FOR 0.15
 NO0389'MILE, TURN RIGHT AND GO SOUTHWEST FOR 0.25 MILE TO HIGHEST
 NO0389'POINT OF HILL AND STATION AS DESCRIBED.
 NO0389'
 NO0389'A 74 FOOT SIGNAL AT STATION WOOD LAKE IS VISIBLE AT 4 FEET.
 NO0389'
 NO0389'A 4 FOOT SIGNAL AT STATION NIOBRARA IS VISIBLE AT 4 FEET.
 NO0389'
 NO0389'A 74 FOOT SIGNAL AT STATION AINSPORT IS VISIBLE AT 4 FEET.
 NO0389'
 NO0389'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0452 ***********************************************************************
 MN0452  DESIGNATION -  RUSH
 MN0452  PID         -  MN0452
 MN0452  STATE/COUNTY-  NE/CHEYENNE
 MN0452  USGS QUAD   -  LISCO SW (1972)
 MN0452
 MN0452                         *CURRENT SURVEY CONTROL
 MN0452  ___________________________________________________________________
 MN0452* NAD 83(1995)-  41 16 14.82458(N)    102 40 37.93203(W)     ADJUSTED  
 MN0452* NAVD 88     -      1205.     (meters)    3953.     (feet)  SCALED    
 MN0452  ___________________________________________________________________
 MN0452  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 MN0452  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 MN0452
 MN0452  HORZ ORDER  -  SECOND
 MN0452
 MN0452.The horizontal coordinates were established by classical geodetic methods
 MN0452.and adjusted by the National Geodetic Survey in August 1997..
 MN0452
 MN0452.The orthometric height was scaled from a topographic map.
 MN0452
 MN0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0452
 MN0452.The geoid height was determined by GEOID03.
 MN0452
 MN0452;                    North         East     Units Scale Factor Converg.
 MN0452;SPC NE       -   163,065.361   275,787.915   MT  0.99966697   -1 46 27.0
 MN0452;UTM  13      - 4,571,419.530   694,556.092   MT  1.00006587   +1 31 57.5
 MN0452
 MN0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0452!SPC NE       -   0.99981423  x   0.99966697  =   0.99948126
 MN0452!UTM  13      -   0.99981423  x   1.00006587  =   0.99988008
 MN0452
 MN0452:                Primary Azimuth Mark                     Grid Az
 MN0452:SPC NE       -  PLATTE PLINE CO SHORTWAVE MAST           101 59 08.2
 MN0452:UTM  13      -  PLATTE PLINE CO SHORTWAVE MAST           098 40 43.7
 MN0452
 MN0452|---------------------------------------------------------------------|
 MN0452| PID    Reference Object                     Distance      Geod. Az  |
 MN0452|                                                           dddmmss.s |
 MN0452| MN0451 PLATTE PLINE CO SHORTWAVE MAST      APPROX.12.5 KM 1001241.2 |
 MN0452| CP8547 RUSH RM 1                            21.469 METERS 17844     |
 MN0452| CP8546 RUSH AZ MK                                         2824727.5 |
 MN0452| CP8548 RUSH RM 2                            25.276 METERS 28953     |
 MN0452|---------------------------------------------------------------------|
 MN0452
 MN0452                          SUPERSEDED SURVEY CONTROL
 MN0452
 MN0452  NAD 83(1995)-  41 16 14.82434(N)    102 40 37.93250(W) AD(       ) 2
 MN0452  NAD 83(1986)-  41 16 14.82034(N)    102 40 37.93353(W) AD(       ) 2
 MN0452  NAD 27      -  41 16 14.87960(N)    102 40 36.22690(W) AD(       ) 2
 MN0452
 MN0452.Superseded values are not recommended for survey control.
 MN0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0452.See file dsdata.txt to determine how the superseded data were derived.
 MN0452
 MN0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9455671420(NAD 83)
 MN0452_MARKER: DS = TRIANGULATION STATION DISK
 MN0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0452_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0452
 MN0452  HISTORY     - Date     Condition        Report By
 MN0452  HISTORY     - 1963     MONUMENTED       CGS
 MN0452
 MN0452                          STATION DESCRIPTION
 MN0452
 MN0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0452'THE STATION IS LOCATED ON THE PROPERTY OF MR. KORD J. DYKMAN,
 MN0452'WHICH IS ABOUT 16 MILES EAST AND 3-1/2 MILES SOUTH OF GURLEY
 MN0452'AND 8-3/4 MILES NORTH AND 2-1/4 MILES WEST OF LODGEPOLE.
 MN0452'
 MN0452'TO REACH THE STATION FROM THE POST OFFICE IN LODGEPOLE, GO
 MN0452'EAST ON U.S. HIGHWAY 30 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 MN0452'LEFT, NORTH ON GRAVELED ROAD FOR 8.3 MILES TO A CROSSROAD.
 MN0452'TURN LEFT, WEST ON GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD.
 MN0452'CONTINUE STRAIGHT AHEAD WEST AND NORTH ON GRAVELED ROAD FOR 0.85
 MN0452'MILE TO THE STATION ON THE LEFT, WEST SIDE OF THE ROAD AS
 MN0452'DESCRIBED.
 MN0452'
 MN0452'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND
 MN0452'WEST ON GRAVELED ROAD FOR 0.55 MILE TO A T-INTERSECTION AND
 MN0452'THE AZIMUTH MARK ON THE WEST SIDE OF THE NORTH-SOUTH GRAVELED
 MN0452'ROAD AS DESCRIBED.
 MN0452'
 MN0452'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 16-INCH
 MN0452'CIRCULAR CONCRETE MONUMENT.  IT IS SET 18 INCHES UNDERGROUND
 MN0452'AND IS STAMPED RUSH 1963.  IT IS 41 FEET WEST OF THE CENTER OF
 MN0452'A GRAVELED ROAD, 30 FEET SOUTH OF A NORTHEAST FENCE CORNER, 3.5
 MN0452'FEET WEST OF A METAL WITNESS POST AND 3.1 FEET WEST OF A WIRE
 MN0452'FENCE LINE.
 MN0452'
 MN0452'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0452'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND
 MN0452'IS STAMPED RUSH NO 1 1963.  IT IS 40 FEET WEST OF THE CENTER
 MN0452'OF A GRAVELED ROAD AND 1.5 FEET WEST OF A WIRE FENCE.
 MN0452'
 MN0452'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0452'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND IS
 MN0452'STAMPED RUSH NO 2 1963.  IT IS 84.6 FEET WEST-NORTHWEST OF A
 MN0452'METAL WITNESS POST AND 0.7 FEET SOUTH OF AN EAST-WEST FENCE
 MN0452'LINE.
 MN0452'
 MN0452'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0452'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND IS STAMPED
 MN0452'RUSH 1963.  IT IS 39 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 MN0452'GRAVELED ROAD 1.9 FEET SOUTHWEST OF A METAL WITNESS POST AND
 MN0452'1-1/2 FEET SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0605 ***********************************************************************
 NP0605  DESIGNATION -  RUSH
 NP0605  PID         -  NP0605
 NP0605  STATE/COUNTY-  NE/SHERIDAN
 NP0605  USGS QUAD   -  RUSHVILLE (1966)
 NP0605
 NP0605                         *CURRENT SURVEY CONTROL
 NP0605  ___________________________________________________________________
 NP0605* NAD 83(1995)-  42 43 04.91658(N)    102 28 43.11431(W)     ADJUSTED  
 NP0605* NAVD 88     -      1139.3    (meters)    3738.     (feet)  VERTCON   
 NP0605  ___________________________________________________________________
 NP0605  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 NP0605  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 NP0605
 NP0605  HORZ ORDER  -  SECOND
 NP0605
 NP0605.The horizontal coordinates were established by classical geodetic methods
 NP0605.and adjusted by the National Geodetic Survey in August 1997..
 NP0605
 NP0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 NP0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NP0605
 NP0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0605
 NP0605.The geoid height was determined by GEOID03.
 NP0605
 NP0605;                    North         East     Units Scale Factor Converg.
 NP0605;SPC NE       -   323,209.148   297,018.915   MT  0.99988294   -1 38 33.3
 NP0605;UTM  13      - 4,732,586.254   706,454.308   MT  1.00012442   +1 42 39.8
 NP0605
 NP0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0605!SPC NE       -   0.99982419  x   0.99988294  =   0.99970715
 NP0605!UTM  13      -   0.99982419  x   1.00012442  =   0.99994859
 NP0605
 NP0605|---------------------------------------------------------------------|
 NP0605| PID    Reference Object                     Distance      Geod. Az  |
 NP0605|                                                           dddmmss.s |
 NP0605| CQ4831 RUSH RM 1                            30.274 METERS 06931     |
 NP0605| NP0604 RUSHVILLE MUNICIPAL WATER TANK      APPROX. 1.3 KM 0725736.9 |
 NP0605| NP0050 D 352                               APPROX. 0.8 KM 2580718.0 |
 NP0605| CQ4832 RUSH RM 2                            22.533 METERS 34145     |
 NP0605|---------------------------------------------------------------------|
 NP0605
 NP0605                          SUPERSEDED SURVEY CONTROL
 NP0605
 NP0605  NAD 83(1995)-  42 43 04.91260(N)    102 28 43.11643(W) AD(       ) 2
 NP0605  NAD 83(1986)-  42 43 04.90781(N)    102 28 43.11281(W) AD(       ) 2
 NP0605  NAD 27      -  42 43 04.96355(N)    102 28 41.47992(W) AD(       ) 2
 NP0605  NGVD 29 (07/19/86) 1138.8    (m)         3736.     (f) VERT ANG       
 NP0605
 NP0605.Superseded values are not recommended for survey control.
 NP0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0605.See file dsdata.txt to determine how the superseded data were derived.
 NP0605
 NP0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0645432586(NAD 83)
 NP0605_MARKER: DD = SURVEY DISK
 NP0605_SETTING: 0 = UNSPECIFIED SETTING
 NP0605
 NP0605  HISTORY     - Date     Condition        Report By
 NP0605  HISTORY     - 1968     MONUMENTED       USGS
 NP0605
 NP0605                          STATION DESCRIPTION
 NP0605
 NP0605'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 NP0605'THE STATION IS ABOUT 0.8 MI W. OF RUSHVILLE, NEAR THE S.
 NP0605'SIXTEENTH COR. BETWEEN SECS. 27 AND 28, T. 32 N., R. 44 W.,
 NP0605'NEAR THE JCT. OF U.S. HWY. 20 AND STATE HWY. 87 ABOUT 34 FT
 NP0605'W. OF STATE HWY. 87 ON N. RR. RIGHT-OF-WAY.
 NP0605'
 NP0605'TO REACH FROM THE CENTER OF RUSHVILLE, GO W. ON U.S. HWY. 20,
 NP0605'0.8 MI TO JCT. OF U.S. HWY. 20 AND STATE HWY. 87, TURN RIGHT
 NP0605'(N.) ON STATE HWY. 87 FOR 123 FT AND STATION ON LEFT.
 NP0605'
 NP0605'STATION MARK, STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 NP0605'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 NP0605'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET RUSH 1968, IS
 NP0605'123 FT N. AND 34 FT W. OF CENTER OF CROSSROADS, 23 FT N. OF
 NP0605'N. RAIL OF CHICAGO AND NORTH WESTERN RR. LINE, THE MARK IS
 NP0605'FLUSH WITH THE GROUND.
 NP0605'
 NP0605'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0605'COPPER COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NP0605'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, IS 41 FT N. OF N.
 NP0605'RAIL OF C AND N.W. RR. LINE, 60 FT E. OF CENTER OF STATE
 NP0605'HWY. 87, 3 FT S. OF TELEPHONE POLE, 3 FT S. AND 6 FT W. OF
 NP0605'FENCE COR., THE MARK IS ENE. OF THE STATION AND FLUSH WITH THE
 NP0605'GROUND.
 NP0605'
 NP0605'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN.
 NP0605'COPPER COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND
 NP0605'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, IS 97 FT N. OF N.
 NP0605'RAIL OF C AND N.W. RR. LINE, 57 FT W. OF CENTER OF STATE HWY.
 NP0605'87, 1 FT S. AND 5 FT E. OF POWERLINE POLE AND FENCE COR.,
 NP0605'THE MARK IS NNW. OF THE STATION AND FLUSH WITH THE GROUND.
 NP0605'
 NP0605'NO AZIMUTH MARK SET.
 NP0605'
 NP0605'REFERENCE AZIMUTH USED - RUSHVILLE MWT.
 NP0605'
 NP0605'RUSHVILLE MWT, LOCATED IN N. EDGE OF RUSHVILLE, 135 FT E. OF
 NP0605'CENTER OF OLD STATE HWY. 87, IT IS A HORTON TANK BUILT IN
 NP0605'1951.
 NP0605'
 NP0605'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0604 ***********************************************************************
 NP0604  DESIGNATION -  RUSHVILLE MUNICIPAL WATER TANK
 NP0604  PID         -  NP0604
 NP0604  STATE/COUNTY-  NE/SHERIDAN
 NP0604  USGS QUAD   -  RUSHVILLE (1966)
 NP0604
 NP0604                         *CURRENT SURVEY CONTROL
 NP0604  ___________________________________________________________________
 NP0604* NAD 83(1995)-  42 43 17.44022(N)    102 27 47.67968(W)     ADJUSTED  
 NP0604* NAVD 88     -                                                        
 NP0604  ___________________________________________________________________
 NP0604  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 NP0604  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 NP0604
 NP0604  HORZ ORDER  -  THIRD
 NP0604
 NP0604.The horizontal coordinates were established by classical geodetic methods
 NP0604.and adjusted by the National Geodetic Survey in August 1997..
 NP0604
 NP0604
 NP0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0604
 NP0604.The geoid height was determined by GEOID03.
 NP0604
 NP0604;                    North         East     Units Scale Factor Converg.
 NP0604;SPC NE       -   323,559.356   298,290.595   MT  0.99988423   -1 37 56.6
 NP0604;UTM  13      - 4,733,010.362   707,703.627   MT  1.00013078   +1 43 17.9
 NP0604
 NP0604                          SUPERSEDED SURVEY CONTROL
 NP0604
 NP0604  NAD 83(1995)-  42 43 17.43610(N)    102 27 47.68204(W) AD(       ) 4
 NP0604  NAD 83(1986)-  42 43 17.43124(N)    102 27 47.67728(W) AD(       ) 4
 NP0604  NAD 27      -  42 43 17.48779(N)    102 27 46.03944(W) AD(       ) 3
 NP0604
 NP0604.Superseded values are not recommended for survey control.
 NP0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0604.See file dsdata.txt to determine how the superseded data were derived.
 NP0604
 NP0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH0770433010(NAD 83)
 NP0604_MARKER: 51 = TANK
 NP0604
 NP0604  HISTORY     - Date     Condition        Report By
 NP0604  HISTORY     - 1968     FIRST OBSERVED   USGS
 NP0604
 NP0604                          STATION DESCRIPTION
 NP0604
 NP0604'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NP0604'LOCATED IN NORTH EDGE OF RUSHVILLE, 135 FEET E OF CENTER OF
 NP0604'OLD STATE HWY 87, IT IS A HORTON TANK BUILT IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0880 ***********************************************************************
 LG0880  DESIGNATION -  RUSKIN MUNICIPAL TANK
 LG0880  PID         -  LG0880
 LG0880  STATE/COUNTY-  NE/NUCKOLLS
 LG0880  USGS QUAD   -  RUSKIN (1960)
 LG0880
 LG0880                         *CURRENT SURVEY CONTROL
 LG0880  ___________________________________________________________________
 LG0880* NAD 83(1995)-  40 08 40.50931(N)    097 52 11.58938(W)     ADJUSTED  
 LG0880* NAVD 88     -                                                        
 LG0880  ___________________________________________________________________
 LG0880  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 LG0880  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 LG0880
 LG0880  HORZ ORDER  -  THIRD
 LG0880
 LG0880.The horizontal coordinates were established by classical geodetic methods
 LG0880.and adjusted by the National Geodetic Survey in August 1997..
 LG0880
 LG0880
 LG0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0880
 LG0880.The geoid height was determined by GEOID03.
 LG0880
 LG0880;                    North         East     Units Scale Factor Converg.
 LG0880;SPC NE       -    36,795.736   681,484.771   MT  0.99993778   +1 24 41.8
 LG0880;SPC KS N     -   201,093.011   411,088.339   MT  1.00007860   +0 04 56.4
 LG0880;UTM  14      - 4,444,417.156   596,263.496   MT  0.99971407   +0 43 43.2
 LG0880
 LG0880                          SUPERSEDED SURVEY CONTROL
 LG0880
 LG0880  NAD 83(1986)-  40 08 40.51616(N)    097 52 11.59201(W) AD(       ) 4
 LG0880  NAD 27      -  40 08 40.48200(N)    097 52 10.45500(W) AD(       ) 3
 LG0880
 LG0880.Superseded values are not recommended for survey control.
 LG0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0880.See file dsdata.txt to determine how the superseded data were derived.
 LG0880
 LG0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9626344417(NAD 83)
 LG0880_MARKER: 53 = ELEVATED TANK
 LG0880
 LG0880  HISTORY     - Date     Condition        Report By
 LG0880  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0880  HISTORY     - 20050713 GOOD             USPSQD
 LG0880
 LG0880                          STATION DESCRIPTION
 LG0880
 LG0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0880'IT IS LOCATED NEAR THE CENTER OF THE TOWN OF RUSKIN, ABOUT
 LG0880'250 FEET NORTH OF THE CENTER OF THE BUSINESS DISTRICT OF THE
 LG0880'TOWN.  THE TANK PROPER IS SUPPORTED ATOP A FOUR LEGGED STEEL
 LG0880'STRUCTURE.  ITS OVERALL HEIGHT IS ABOUT 120 FEET.  THE POINT
 LG0880'OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 LG0880
 LG0880                          STATION RECOVERY (2005)
 LG0880
 LG0880'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 LG0880'STATION FOUND GOOD. SITE LOCATED. TANK IS NORTH OF MAIN STREET, SOUTH
 LG0880'OF DELAWARE STREET, EAST OF 'D' STREET, AND WEST OF 'C' STREET, IN THE
 LG0880'NORTHWEST CORNER OF THE BLOCK. TANK IS A CONICAL SHAPED SILVER TANK
 LG0880'WITH BLACK LETTERING RUSKIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1883 ***********************************************************************
 MK1883  DESIGNATION -  RUTH RESET
 MK1883  PID         -  MK1883
 MK1883  STATE/COUNTY-  NE/BUTLER
 MK1883  USGS QUAD   -  RISING CITY (1965)
 MK1883
 MK1883                         *CURRENT SURVEY CONTROL
 MK1883  ___________________________________________________________________
 MK1883* NAD 83(1995)-  41 09 47.99697(N)    097 19 31.53734(W)     ADJUSTED  
 MK1883* NAVD 88     -       492.     (meters)    1614.     (feet)  SCALED    
 MK1883  ___________________________________________________________________
 MK1883  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 MK1883  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 MK1883
 MK1883  HORZ ORDER  -  FIRST
 MK1883
 MK1883.The horizontal coordinates were established by classical geodetic methods
 MK1883.and adjusted by the National Geodetic Survey in August 1997..
 MK1883
 MK1883.The orthometric height was scaled from a topographic map.
 MK1883
 MK1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1883
 MK1883.The geoid height was determined by GEOID03.
 MK1883
 MK1883;                    North         East     Units Scale Factor Converg.
 MK1883;SPC NE       -   151,134.744   724,360.842   MT  0.99967636   +1 46 20.8
 MK1883;UTM  14      - 4,558,240.294   640,488.625   MT  0.99984291   +1 06 08.6
 MK1883
 MK1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1883!SPC NE       -   0.99992687  x   0.99967636  =   0.99960325
 MK1883!UTM  14      -   0.99992687  x   0.99984291  =   0.99976979
 MK1883
 MK1883:                Primary Azimuth Mark                     Grid Az
 MK1883:SPC NE       -  RISING CITY METH CH SPIRE                030 06 31.8
 MK1883:UTM  14      -  RISING CITY METH CH SPIRE                030 46 44.0
 MK1883
 MK1883|---------------------------------------------------------------------|
 MK1883| PID    Reference Object                     Distance      Geod. Az  |
 MK1883|                                                           dddmmss.s |
 MK1883| MK1884 RISING CITY METH CH SPIRE           APPROX. 4.4 KM 0315252.6 |
 MK1883| MK1885 RISING CITY STANDPIPE               APPROX. 4.3 KM 0351710.5 |
 MK1883| MK1864 DAVID CITY ST MARYS CH SPIRE        APPROX.19.6 KM 0572126.5 |
 MK1883| MK1863 DAVID CITY TANK                     APPROX.20.0 KM 0593248.8 |
 MK1883| MK1882 WHITE COUNTRY CH SPIRE              APPROX.12.7 KM 0802303.6 |
 MK1883| MK1866 ST FRANCIS CHURCH SPIRE             APPROX.20.6 KM 0821028.5 |
 MK1883| MK1867 BRAINARD HOLY TRINITY CH SPIRE      APPROX.27.2 KM 0840424.4 |
 MK1883| CN9639 RUTH RM 1                            35.093 METERS 12145     |
 MK1883| CN9641 RUTH RM 3                            40.720 METERS 12359     |
 MK1883| MK1881 ULYSSES TANK                        APPROX.14.1 KM 1343159.1 |
 MK1883| MK1890 GRESHAM MUNICIPAL TANK              APPROX.16.4 KM 2032600.0 |
 MK1883| CN9638 RUTH AZ MK                                         2074058.7 |
 MK1883| CN9642 RUTH RM 4                            35.807 METERS 24415     |
 MK1883| CN9640 RUTH RM 2                            45.950 METERS 24425     |
 MK1883| MK1914 STROMSBURG MUNICIPAL STANDPIPE      APPROX.23.4 KM 2562708.9 |
 MK1883| MK1912 OSCEOLA MUNICIPAL STANDPIPE         APPROX.18.7 KM 2760557.9 |
 MK1883| MK1892 SHELBY CATHOLIC CH DOME             APPROX. 8.9 KM 2894840.8 |
 MK1883| MK1891 SHELBY MUNICIPAL TANK               APPROX. 9.2 KM 2921226.0 |
 MK1883| MK1886 RUTH RM 5                            10.601 METERS 35729     |
 MK1883|---------------------------------------------------------------------|
 MK1883
 MK1883                          SUPERSEDED SURVEY CONTROL
 MK1883
 MK1883  NAD 83(1986)-  41 09 48.00640(N)    097 19 31.53905(W) AD(       ) 1
 MK1883  NAD 27      -  41 09 47.95200(N)    097 19 30.37500(W) AD(       ) 1
 MK1883
 MK1883.Superseded values are not recommended for survey control.
 MK1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1883.See file dsdata.txt to determine how the superseded data were derived.
 MK1883
 MK1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4048958240(NAD 83)
 MK1883_MARKER: DS = TRIANGULATION STATION DISK
 MK1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1883_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1883
 MK1883  HISTORY     - Date     Condition        Report By
 MK1883  HISTORY     - 1935     MONUMENTED       CGS
 MK1883  HISTORY     - 1950     GOOD             CGS
 MK1883
 MK1883                          STATION DESCRIPTION
 MK1883
 MK1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1883'STATION IS LOCATED IN THE SOUTHWEST QUARTER SEC. 21, T. 14 N.,
 MK1883'R. 1 E., ABOUT 1 MILE WEST AND 2.5 MILES SOUTH OF RISING CITY,
 MK1883'1 MILE WEST AND 4 MILES NORTH OF SURPRISE, ON NORTH SIDE OF ROAD,
 MK1883'IN SOUTHWEST CORNER OF FARMHOUSE LOT ON WHICH MRS. RUTHS HOUSE
 MK1883'STANDS IN TELEPHONE POLE LINE, 34 FEET NORTH OF CENTERLINE OF
 MK1883'DIRT ROAD, AND 56 FEET EAST OF TELEPHONE POLE.
 MK1883'
 MK1883'TO REACH FROM RISING CITY POST OFFICE, GO SOUTH 0.35 MILE,
 MK1883'TURN WEST ON STATE HIGHWAY 16 AND GO 0.75 MILE, TURN LEFT
 MK1883'(SOUTH) ON GRAVELED ROAD AND GO 2.0 MILES, TURN WEST ONTO DIRT
 MK1883'ROAD AND GO 0.65 MILE TO THE RUTH HOUSE AND STATION.
 MK1883'
 MK1883'REFERENCE MARK NO. 1 IS SET IN EAST-WEST FENCE LINE, 27 FEET
 MK1883'SOUTH OF CENTERLINE OF ROAD PAST STATION.
 MK1883'
 MK1883'REFERENCE MARK NO. 2 IS SET IN EAST-WEST FENCE LINE, 27 FEET
 MK1883'SOUTH OF CENTERLINE OF ROAD PAST STATION.
 MK1883'
 MK1883'AZIMUTH MARK IS ABOUT 0.7 MILE SOUTHWEST OF STATION, SET 20
 MK1883'FEET EAST OF CENTERLINE OF DIRT SECTION ROAD IN NORTH-SOUTH
 MK1883'FENCE.  REACHED FROM STATION BY GOING WEST 0.35 MILE, THENCE
 MK1883'LEFT (SOUTH) 0.5 MILE TO MARK.
 MK1883'
 MK1883'ALL MARKS PROJECT ABOUT 6 INCHES.
 MK1883'
 MK1883'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 MK1883
 MK1883                          STATION RECOVERY (1950)
 MK1883
 MK1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1883'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MK1883'THE STATION MARK WAS LOWERED BY REQUEST OF THE LAND OWNER AND
 MK1883'THREE NEW REFERENCE MARKS NOS. 3, 4 AND 5 WERE SET.  NO. 5
 MK1883'WAS USED AS AN ECCENTRIC STATION, DUE TO A POWERLINE PASSING
 MK1883'OVER THE TRUE STATION AND A TOWER COULD NOT BE BUILT.
 MK1883'
 MK1883'A NEW DESCRIPTION FOLLOWS.
 MK1883'
 MK1883'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF THE TOWN
 MK1883'OF RISING CITY, ALONG THE NORTH SIDE OF A DIRT ROAD AND IN THE
 MK1883'SOUTHWEST CORNER OF A FARM YARD.  IT IS 146 FEET SOUTHWEST
 MK1883'OF THE SOUTHWEST CORNER OF THE HOUSE, 34 FEET NORTH OF THE
 MK1883'CENTERLINE OF THE ROAD, 11 FEET EAST OF THE SOUTHWEST CORNER
 MK1883'OF YARD FENCE AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE
 MK1883'MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 MK1883'IS STAMPED RUTH 1935.
 MK1883'
 MK1883'REFERENCE MARK NO. 3 IS 37 FEET SOUTH OF THE CENTERLINE OF THE
 MK1883'ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK IS
 MK1883'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MK1883'RUTH NO 3 1950.
 MK1883'
 MK1883'REFERENCE MARK NO. 4 IS 36 FEET SOUTH OF THE CENTERLINE OF THE
 MK1883'ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK IS
 MK1883'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED RUTH
 MK1883'NO 4 1950.
 MK1883'
 MK1883'REFERENCE MARK NO. 5 IS 135 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 MK1883'CORNER OF THE HOUSE-69 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MK1883'36 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 11.5 FEET EAST OF
 MK1883'THE WEST YARD FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 MK1883'GROUND AND THE DISK IS STAMPED RUTH NO 5 1950.
 MK1883'
 MK1883'AZIMUTH MARK IS 28 FEET EAST OF THE CENTERLINE OF THE ROAD, 12
 MK1883'FEET NORTH OF A BRACED FENCE POST AND 1 FOOT WEST OF THE
 MK1883'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 MK1883'IS STAMPED RUTH 1935.
 MK1883'
 MK1883'THE 1935 TO REACH DESCRIPTION BY C.I.A. IS ADEQUATE.
 MK1883'
 MK1883'A TRAVERSE CONNECTION WAS MADE FROM RUTH 1935 TO REFERENCE MARK
 MK1883'NO. 5.
 MK1883'
 MK1883'OBSERVATIONS TAKEN FROM A 10 FT. STAND.
 MK1883'
 MK1883'A 10 FT. STAND NEEDED AT THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1886 ***********************************************************************
 MK1886  DESIGNATION -  RUTH RM 5
 MK1886  PID         -  MK1886
 MK1886  STATE/COUNTY-  NE/BUTLER
 MK1886  USGS QUAD   -  RISING CITY (1965)
 MK1886
 MK1886                         *CURRENT SURVEY CONTROL
 MK1886  ___________________________________________________________________
 MK1886* NAD 83(1995)-  41 09 48.34028(N)    097 19 31.55730(W)     ADJUSTED  
 MK1886* NAVD 88     -       492.     (meters)    1614.     (feet)  SCALED    
 MK1886  ___________________________________________________________________
 MK1886  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 MK1886  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 MK1886
 MK1886  HORZ ORDER  -  SECOND
 MK1886
 MK1886.The horizontal coordinates were established by classical geodetic methods
 MK1886.and adjusted by the National Geodetic Survey in August 1997..
 MK1886
 MK1886.The orthometric height was scaled from a topographic map.
 MK1886
 MK1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1886
 MK1886.The geoid height was determined by GEOID03.
 MK1886
 MK1886;                    North         East     Units Scale Factor Converg.
 MK1886;SPC NE       -   151,145.312   724,360.050   MT  0.99967635   +1 46 20.7
 MK1886;UTM  14      - 4,558,250.873   640,487.956   MT  0.99984291   +1 06 08.6
 MK1886
 MK1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1886!SPC NE       -   0.99992687  x   0.99967635  =   0.99960324
 MK1886!UTM  14      -   0.99992687  x   0.99984291  =   0.99976979
 MK1886
 MK1886|---------------------------------------------------------------------|
 MK1886| PID    Reference Object                     Distance      Geod. Az  |
 MK1886|                                                           dddmmss.s |
 MK1886| CN9641 RUTH RM 3                            46.670 METERS 13525     |
 MK1886| MK1883 RUTH RESET                           10.601 METERS 17729     |
 MK1886| CN9638 RUTH AZ MK                                         2072124.3 |
 MK1886| CN9642 RUTH RM 4                            42.969 METERS 22742     |
 MK1886|---------------------------------------------------------------------|
 MK1886
 MK1886                          SUPERSEDED SURVEY CONTROL
 MK1886
 MK1886  NAD 83(1986)-  41 09 48.34964(N)    097 19 31.55901(W) AD(       ) 2
 MK1886  NAD 27      -  41 09 48.29500(N)    097 19 30.39500(W) AD(       ) 2
 MK1886
 MK1886.Superseded values are not recommended for survey control.
 MK1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1886.See file dsdata.txt to determine how the superseded data were derived.
 MK1886
 MK1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4048858251(NAD 83)
 MK1886_MARKER: DS = TRIANGULATION STATION DISK
 MK1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1886_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1886+STABILITY: SURFACE MOTION
 MK1886
 MK1886  HISTORY     - Date     Condition        Report By
 MK1886  HISTORY     - 1950     MONUMENTED       CGS
 MK1886
 MK1886                          STATION DESCRIPTION
 MK1886
 MK1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1886'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF THE TOWN
 MK1886'OF RISING CITY, ALONG THE NORTH SIDE OF A DIRT ROAD AND IN THE
 MK1886'SOUTHWEST CORNER OF A FARM YARD.  IT IS 135 FEET WEST-SOUTHWEST
 MK1886'OF THE SOUTHWEST CORNER OF THE HOUSE, 69 FEET NORTH OF THE
 MK1886'CENTERLINE OF THE DIRT ROAD, 36 FEET NORTH OF THE SOUTH YARD
 MK1886'FENCE AND 11.6 FEET EAST OF THE WEST YARD FENCE.  THE MARK IS
 MK1886'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MK1886'RUTH NO 5 1950.
 MK1886'
 MK1886'REFERENCE MARK NO. 3 IS 37 FEET SOUTH OF THE CENTERLINE OF THE
 MK1886'DIRT ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK
 MK1886'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MK1886'RUTH NO 3 1950.
 MK1886'
 MK1886'REFERENCE MARK NO. 4 IS 36 FEET SOUTH OF THE CENTERLINE OF THE
 MK1886'DIRT ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK
 MK1886'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MK1886'RUTH NO 4 1950.
 MK1886'
 MK1886'AZIMUTH MARK IS 28 FEET EAST OF THE CENTERLINE OF A NORTH AND
 MK1886'SOUTH ROAD, 12 FEET NORTH OF A BRACED FENCE POST AND 1 FOOT
 MK1886'WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES
 MK1886'AND THE DISK IS STAMPED RUTH 1935.
 MK1886'
 MK1886'THIS STATION WAS USED AS AN ECCENTRIC SETUP, AS A POWERLINE
 MK1886'PASSES OVER THE TRUE STATION AND A TOWER COULD NOT BE BUILT.
 MK1886'
 MK1886'A TRAVERSE CONNECTION WAS MADE FROM RUTH 1935 TO RUTH NO. 5 1950.
 MK1886'THE DISTANCE IS AS SHOWN ABOVE.
 MK1886'
 MK1886'TO REACH FROM THE POST OFFICE IN RISING CITY, GO SOUTH 0.35 MILE
 MK1886'TO U.S. HIGHWAY 30 A, TURN RIGHT (WEST) ON HIGHWAY 30 A 0.75
 MK1886'MILE TO CROSSROADS, TURN LEFT (SOUTH) ON A GRAVELED ROAD 2.0
 MK1886'MILES TO CROSSROADS, TURN RIGHT (WEST) ON DIRT ROAD 0.65 MILE
 MK1886'TO A FARM HOUSE ON THE RIGHT AND THE STATION.
 MK1886'
 MK1886'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.35 MILE
 MK1886'TO CROSSROADS, TURN LEFT (SOUTH) 0.5 MILE TO THE MARK ON THE
 MK1886'LEFT OR EAST SIDE OF THE ROAD.
 MK1886'
 MK1886'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1976 ***********************************************************************
 MK1976  DESIGNATION -  RUWE
 MK1976  PID         -  MK1976
 MK1976  STATE/COUNTY-  NE/WASHINGTON
 MK1976  USGS QUAD   -  NICKERSON (1966)
 MK1976
 MK1976                         *CURRENT SURVEY CONTROL
 MK1976  ___________________________________________________________________
 MK1976* NAD 83(1995)-  41 36 28.27603(N)    096 24 16.51004(W)     ADJUSTED  
 MK1976* NAVD 88     -       413.3    (meters)    1356.     (feet)  VERTCON   
 MK1976  ___________________________________________________________________
 MK1976  LAPLACE CORR-         -10.22  (seconds)                    DEFLEC99
 MK1976  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 MK1976
 MK1976  HORZ ORDER  -  FIRST
 MK1976
 MK1976.The horizontal coordinates were established by classical geodetic methods
 MK1976.and adjusted by the National Geodetic Survey in August 1997..
 MK1976
 MK1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1976
 MK1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1976
 MK1976.The geoid height was determined by GEOID03.
 MK1976
 MK1976;                    North         East     Units Scale Factor Converg.
 MK1976;SPC NE       -   203,245.445   799,516.474   MT  0.99966017   +2 22 57.6
 MK1976;UTM  14      - 4,609,492.074   716,269.513   MT  1.00017562   +1 43 26.7
 MK1976
 MK1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1976!SPC NE       -   0.99993939  x   0.99966017  =   0.99959959
 MK1976!UTM  14      -   0.99993939  x   1.00017562  =   1.00011500
 MK1976
 MK1976|---------------------------------------------------------------------|
 MK1976| PID    Reference Object                     Distance      Geod. Az  |
 MK1976|                                                           dddmmss.s |
 MK1976| CL7515 RUWE RM 3                            40.983 METERS 04302     |
 MK1976| CL7516 RUWE RM 4                            38.094 METERS 13403     |
 MK1976| CL7513 RUWE RM 1                            35.275 METERS 18421     |
 MK1976| CL7514 RUWE RM 2                                          2662710.6 |
 MK1976| MK1977 WINSLOW ATT MW TOWER                APPROX. 2.2 KM 3282116.2 |
 MK1976|---------------------------------------------------------------------|
 MK1976
 MK1976                          SUPERSEDED SURVEY CONTROL
 MK1976
 MK1976  NAD 83(1986)-  41 36 28.28221(N)    096 24 16.51225(W) AD(       ) 1
 MK1976  NAD 27      -  41 36 28.30200(N)    096 24 15.44900(W) AD(       ) 1
 MK1976  NGVD 29 (07/19/86)  413.2    (m)         1356.     (f) VERT ANG       
 MK1976
 MK1976.Superseded values are not recommended for survey control.
 MK1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1976.See file dsdata.txt to determine how the superseded data were derived.
 MK1976
 MK1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM1627009492(NAD 83)
 MK1976_MARKER: DS = TRIANGULATION STATION DISK
 MK1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1976
 MK1976  HISTORY     - Date     Condition        Report By
 MK1976  HISTORY     - 1930     MONUMENTED       CGS
 MK1976  HISTORY     - 1935     GOOD             NEGS
 MK1976
 MK1976                          STATION DESCRIPTION
 MK1976
 MK1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1976'STATION IS ABOUT 12 MILES N AND 5 MILES E OF FREMONT ALONG
 MK1976'THE S SIDE OF THE NW 40 OF SEC. 22, T 19 N, R 9 E, ON LAND
 MK1976'OWNED AND OCCUPIED BY MRS. MINNIE RUWE.  MARK IS IN CULTIVATED
 MK1976'LAND 103 FEET N OF PRIVATE ROAD LEADING INTO FARM BUILDINGS.
 MK1976'IT IS 13 FEET W OF FENCE LINE WHICH SURROUNDS A GROVE OF
 MK1976'MAPLE TREES AND IS 173 FEET W OF NW CORNER OF HOUSE.
 MK1976'
 MK1976'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1976'DISKS SET IN CONCRETE.
 MK1976'
 MK1976'REFERENCE MARK NO. 1 IS 12 S OF THE PRIVATE ROAD AND IS 320
 MK1976'FEET E OF THE INTERSECTION OF THE PRIVATE ROAD WITH THE N
 MK1976'AND S SECTION-LINE ROAD.  REFERENCE MARK NO. 2 IS ON THE W
 MK1976'SIDE OF THE SECTION-LINE ROAD.  IT IS ON THE N SIDE OF THE
 MK1976'PRIVATE ROAD LEADING INTO THE FARM BUILDINGS OF WILLIAM RUWE
 MK1976'AND IS 20 FEET N OF THIS ROAD.  IT IS 937 FEET W OF THE
 MK1976'INTERSECTION OF THE PRIVATE ROAD WITH THE SECTION-LINE ROAD,
 MK1976'AND ABOUT 1260 FEET FROM THE STATION.  THIS MARK IS IN
 MK1976'CULTIVATED LAND NEAR A TELEPHONE POLE IN THE FIELD.
 MK1976'
 MK1976'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MK1976
 MK1976                          STATION RECOVERY (1935)
 MK1976
 MK1976'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK1976'STATION RECOVERED IN GOOD CONDITION.  UPPER MARK IS BURIED
 MK1976'18 INCHES BELOW SURFACE.
 MK1976'
 MK1976'THE ORIGINAL DESCRIPTION OF THE STATION WAS FOUND TO BE CORRECT.
 MK1976'
 MK1976'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE AS DESCRIBED.
 MK1976'
 MK1976'AZIMUTH MARK (IMMANUELS CHURCH) IS VISIBLE FROM THE GROUND AT
 MK1976'THE STATION.
 MK1976'
 MK1976'TO REACH THE STATION FROM FONTANELLE, GO N FROM THE SCHOOLHOUSE
 MK1976'1-1/2 MILES, JOG E ABOUT 0.1 MILE, THENCE N 2-1/2 MILES, E 1
 MK1976'MILE, N 3/4 MILE TO DRIVE LEADING TO RUWE FARM BUILDINGS, AND
 MK1976'E ABOUT 100 YARDS TO W EDGE OF GROVE AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0297 ***********************************************************************
 LH0297  DESIGNATION -  RV
 LH0297  PID         -  LH0297
 LH0297  STATE/COUNTY-  NE/NUCKOLLS
 LH0297  USGS QUAD   -  SUPERIOR (1983)
 LH0297
 LH0297                         *CURRENT SURVEY CONTROL
 LH0297  ___________________________________________________________________
 LH0297* NAD 83(1986)-  40 02 34.     (N)    098 02 27.     (W)     SCALED    
 LH0297* NAVD 88     -       499.478  (meters)    1638.70   (feet)  ADJUSTED  
 LH0297  ___________________________________________________________________
 LH0297  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 LH0297  DYNAMIC HT  -         499.187 (meters)    1637.75  (feet)  COMP
 LH0297  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 LH0297
 LH0297  VERT ORDER  -  SECOND    CLASS 0
 LH0297
 LH0297.The horizontal coordinates were scaled from a topographic map and have
 LH0297.an estimated accuracy of +/- 6 seconds.
 LH0297
 LH0297.The orthometric height was determined by differential leveling
 LH0297.and adjusted by the National Geodetic Survey in June 1991..
 LH0297
 LH0297.The geoid height was determined by GEOID03.
 LH0297
 LH0297.The dynamic height is computed by dividing the NAVD 88
 LH0297.geopotential number by the normal gravity value computed on the
 LH0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0297.degrees latitude (g = 980.6199 gals.).
 LH0297
 LH0297.The modeled gravity was interpolated from observed gravity values.
 LH0297
 LH0297;                    North         East    Units  Estimated Accuracy
 LH0297;SPC NE       -    25,150.      667,180.      MT  (+/- 180 meters Scaled)
 LH0297
 LH0297                          SUPERSEDED SURVEY CONTROL
 LH0297
 LH0297  NGVD 29 (??/??/92)  499.305  (m)         1638.14   (f) ADJ UNCH    2 0
 LH0297
 LH0297.Superseded values are not recommended for survey control.
 LH0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0297.See file dsdata.txt to determine how the superseded data were derived.
 LH0297
 LH0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK818329(NAD 83)
 LH0297_MARKER: R = RIVET
 LH0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0297_SP_SET: CULVERT
 LH0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0297
 LH0297  HISTORY     - Date     Condition        Report By
 LH0297  HISTORY     - UNK      MONUMENTED       CNWRR
 LH0297  HISTORY     - 1953     GOOD             NGS
 LH0297
 LH0297                          STATION DESCRIPTION
 LH0297
 LH0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LH0297'2.1 MI NE FROM SUPERIOR.
 LH0297'2.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LH0297'FROM THE CHICAGO, BURLINGTON AND QUINCY AND THE CHICAGO AND NORTH
 LH0297'WESTERN RAILWAY SIGNAL TOWER AT SUPERIOR, NUCKOLLS COUNTY, AT
 LH0297'BRIDGE C-161, IN THE TOP OF THE CONCRETE HEAD WALL, AND ON THE
 LH0297'SOUTH SIDE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0236 ***********************************************************************
 NN0236  DESIGNATION -  RV 1
 NN0236  PID         -  NN0236
 NN0236  STATE/COUNTY-  NE/HOLT
 NN0236  USGS QUAD   -  O'NEILL (1986)
 NN0236
 NN0236                         *CURRENT SURVEY CONTROL
 NN0236  ___________________________________________________________________
 NN0236* NAD 83(1986)-  42 27 10.     (N)    098 38 52.     (W)     SCALED    
 NN0236* NAVD 88     -       602.326  (meters)    1976.13   (feet)  ADJUSTED  
 NN0236  ___________________________________________________________________
 NN0236  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 NN0236  DYNAMIC HT  -         602.101 (meters)    1975.39  (feet)  COMP
 NN0236  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 NN0236
 NN0236  VERT ORDER  -  SECOND    CLASS 0
 NN0236
 NN0236.The horizontal coordinates were scaled from a topographic map and have
 NN0236.an estimated accuracy of +/- 6 seconds.
 NN0236
 NN0236.The orthometric height was determined by differential leveling
 NN0236.and adjusted by the National Geodetic Survey in June 1991..
 NN0236
 NN0236.The geoid height was determined by GEOID03.
 NN0236
 NN0236.The dynamic height is computed by dividing the NAVD 88
 NN0236.geopotential number by the normal gravity value computed on the
 NN0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0236.degrees latitude (g = 980.6199 gals.).
 NN0236
 NN0236.The modeled gravity was interpolated from observed gravity values.
 NN0236
 NN0236;                    North         East    Units  Estimated Accuracy
 NN0236;SPC NE       -   291,710.      611,210.      MT  (+/- 180 meters Scaled)
 NN0236
 NN0236                          SUPERSEDED SURVEY CONTROL
 NN0236
 NN0236  NGVD 29 (??/??/92)  602.129  (m)         1975.48   (f) ADJ UNCH    2 0
 NN0236
 NN0236.Superseded values are not recommended for survey control.
 NN0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0236.See file dsdata.txt to determine how the superseded data were derived.
 NN0236
 NN0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN289001(NAD 83)
 NN0236_MARKER: R = RIVET
 NN0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0236_SP_SET: CONCRETE BASE
 NN0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0236
 NN0236  HISTORY     - Date     Condition        Report By
 NN0236  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0236  HISTORY     - 1935     GOOD             NGS
 NN0236
 NN0236                          STATION DESCRIPTION
 NN0236
 NN0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NN0236'AT O NEILL.
 NN0236'AT O NEILL, HOLT COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 NN0236'33 FEET EAST OF THE EAST END OF THE STATION, AT THE NORTH EDGE
 NN0236'OF THE BRICK PLATFORM, AND IN THE TOP OF THE CONCRETE BASE OF A
 NN0236'LAMPPOST.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0126 ***********************************************************************
 NN0126  DESIGNATION -  RV 10
 NN0126  PID         -  NN0126
 NN0126  STATE/COUNTY-  NE/ANTELOPE
 NN0126  USGS QUAD   -  DELOIT NE (1986)
 NN0126
 NN0126                         *CURRENT SURVEY CONTROL
 NN0126  ___________________________________________________________________
 NN0126* NAD 83(1986)-  42 12 27.     (N)    098 16 49.     (W)     SCALED    
 NN0126* NAVD 88     -       560.970  (meters)    1840.45   (feet)  ADJUSTED  
 NN0126  ___________________________________________________________________
 NN0126  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 NN0126  DYNAMIC HT  -         560.746 (meters)    1839.71  (feet)  COMP
 NN0126  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 NN0126
 NN0126  VERT ORDER  -  SECOND    CLASS 0
 NN0126
 NN0126.The horizontal coordinates were scaled from a topographic map and have
 NN0126.an estimated accuracy of +/- 6 seconds.
 NN0126
 NN0126.The orthometric height was determined by differential leveling
 NN0126.and adjusted by the National Geodetic Survey in June 1991..
 NN0126
 NN0126.The geoid height was determined by GEOID03.
 NN0126
 NN0126.The dynamic height is computed by dividing the NAVD 88
 NN0126.geopotential number by the normal gravity value computed on the
 NN0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0126.degrees latitude (g = 980.6199 gals.).
 NN0126
 NN0126.The modeled gravity was interpolated from observed gravity values.
 NN0126
 NN0126;                    North         East    Units  Estimated Accuracy
 NN0126;SPC NE       -   265,010.      641,970.      MT  (+/- 180 meters Scaled)
 NN0126
 NN0126                          SUPERSEDED SURVEY CONTROL
 NN0126
 NN0126  NGVD 29 (??/??/92)  560.760  (m)         1839.76   (f) ADJ UNCH    2 0
 NN0126
 NN0126.Superseded values are not recommended for survey control.
 NN0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0126.See file dsdata.txt to determine how the superseded data were derived.
 NN0126
 NN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM594730(NAD 83)
 NN0126_MARKER: R = RIVET
 NN0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0126_SP_SET: WALL
 NN0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0126
 NN0126  HISTORY     - Date     Condition        Report By
 NN0126  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0126  HISTORY     - 1935     GOOD             NGS
 NN0126
 NN0126                          STATION DESCRIPTION
 NN0126
 NN0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NN0126'5.3 MI NW FROM CLEARWATER.
 NN0126'5.3 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0126'FROM THE STATION AT CLEARWATER, ANTELOPE COUNTY, AT BRIDGE 254,
 NN0126'ON THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF THE EAST
 NN0126'CONCRETE BENCH WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0949 ***********************************************************************
 MK0949  DESIGNATION -  RV 100
 MK0949  PID         -  MK0949
 MK0949  STATE/COUNTY-  NE/SAUNDERS
 MK0949  USGS QUAD   -  FREMONT WEST (1983)
 MK0949
 MK0949                         *CURRENT SURVEY CONTROL
 MK0949  ___________________________________________________________________
 MK0949* NAD 83(1986)-  41 23 22.     (N)    096 36 35.     (W)     SCALED    
 MK0949* NAVD 88     -       391.282  (meters)    1283.73   (feet)  ADJUSTED  
 MK0949  ___________________________________________________________________
 MK0949  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 MK0949  DYNAMIC HT  -         391.103 (meters)    1283.14  (feet)  COMP
 MK0949  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 MK0949
 MK0949  VERT ORDER  -  SECOND    CLASS 0
 MK0949
 MK0949.The horizontal coordinates were scaled from a topographic map and have
 MK0949.an estimated accuracy of +/- 6 seconds.
 MK0949
 MK0949.The orthometric height was determined by differential leveling
 MK0949.and adjusted by the National Geodetic Survey in June 1991..
 MK0949
 MK0949.The geoid height was determined by GEOID03.
 MK0949
 MK0949.The dynamic height is computed by dividing the NAVD 88
 MK0949.geopotential number by the normal gravity value computed on the
 MK0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0949.degrees latitude (g = 980.6199 gals.).
 MK0949
 MK0949.The modeled gravity was interpolated from observed gravity values.
 MK0949
 MK0949;                    North         East    Units  Estimated Accuracy
 MK0949;SPC NE       -   178,330.      783,390.      MT  (+/- 180 meters Scaled)
 MK0949
 MK0949                          SUPERSEDED SURVEY CONTROL
 MK0949
 MK0949  NGVD 29 (??/??/92)  391.128  (m)         1283.23   (f) ADJ UNCH    2 0
 MK0949
 MK0949.Superseded values are not recommended for survey control.
 MK0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0949.See file dsdata.txt to determine how the superseded data were derived.
 MK0949
 MK0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL998847(NAD 83)
 MK0949_MARKER: R = RIVET
 MK0949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0949_SP_SET: BRIDGE
 MK0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0949
 MK0949  HISTORY     - Date     Condition        Report By
 MK0949  HISTORY     - UNK      MONUMENTED       CGS
 MK0949  HISTORY     - 1935     GOOD             NGS
 MK0949
 MK0949                          STATION DESCRIPTION
 MK0949
 MK0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK0949'0.6 MI S FROM CEDAR BLUFFS.
 MK0949'0.6 MILES SOUTH OF DEPOT ALONG CHICAGO AND NORTHWESTERN RAILROAD
 MK0949'BETWEEN WAHOO AND AMES, ON SOUTH END OF EAST MASONRY WINGWALL
 MK0949'OF BRIDGE B-13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0955 ***********************************************************************
 MK0955  DESIGNATION -  RV 102
 MK0955  PID         -  MK0955
 MK0955  STATE/COUNTY-  NE/SAUNDERS
 MK0955  USGS QUAD   -  FREMONT WEST (1983)
 MK0955
 MK0955                         *CURRENT SURVEY CONTROL
 MK0955  ___________________________________________________________________
 MK0955* NAD 83(1986)-  41 26 02.     (N)    096 36 16.     (W)     SCALED    
 MK0955* NAVD 88     -       376.442  (meters)    1235.04   (feet)  ADJUSTED  
 MK0955  ___________________________________________________________________
 MK0955  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 MK0955  DYNAMIC HT  -         376.273 (meters)    1234.49  (feet)  COMP
 MK0955  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 MK0955
 MK0955  VERT ORDER  -  SECOND    CLASS 0
 MK0955
 MK0955.The horizontal coordinates were scaled from a topographic map and have
 MK0955.an estimated accuracy of +/- 6 seconds.
 MK0955
 MK0955.The orthometric height was determined by differential leveling
 MK0955.and adjusted by the National Geodetic Survey in June 1991..
 MK0955
 MK0955.The geoid height was determined by GEOID03.
 MK0955
 MK0955.The dynamic height is computed by dividing the NAVD 88
 MK0955.geopotential number by the normal gravity value computed on the
 MK0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0955.degrees latitude (g = 980.6199 gals.).
 MK0955
 MK0955.The modeled gravity was interpolated from observed gravity values.
 MK0955
 MK0955;                    North         East    Units  Estimated Accuracy
 MK0955;SPC NE       -   183,270.      783,630.      MT  (+/- 180 meters Scaled)
 MK0955
 MK0955                          SUPERSEDED SURVEY CONTROL
 MK0955
 MK0955  NGVD 29 (??/??/92)  376.291  (m)         1234.55   (f) ADJ UNCH    2 0
 MK0955
 MK0955.Superseded values are not recommended for survey control.
 MK0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0955.See file dsdata.txt to determine how the superseded data were derived.
 MK0955
 MK0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL001896(NAD 83)
 MK0955_MARKER: R = RIVET
 MK0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0955_SP_SET: BRIDGE ABUTMENT
 MK0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0955
 MK0955  HISTORY     - Date     Condition        Report By
 MK0955  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0955  HISTORY     - 1950     GOOD             NGS
 MK0955
 MK0955                          STATION DESCRIPTION
 MK0955
 MK0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0955'2.7 MI SE FROM AMES.
 MK0955'1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK0955'AT AMES, THENCE 1.2 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH
 MK0955'WESTERN RAILROAD, AT THE SOUTH END OF RAILROAD BRIDGE B 8 OVER
 MK0955'THE PLATTE RIVER, 123 FEET NORTH OF THE CENTER OF A RAILROAD
 MK0955'WATER TANK, 6.7 FEET EAST OF THE EAST RAIL, SET IN THE TOP OF
 MK0955'THE EAST END OF THE SOUTH ABUTMENT OF THE BRIDGE, 0.9 FOOT WEST
 MK0955'OF THE EAST END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0485 ***********************************************************************
 MK0485  DESIGNATION -  RV 103
 MK0485  PID         -  MK0485
 MK0485  STATE/COUNTY-  NE/DODGE
 MK0485  USGS QUAD   -  FREMONT EAST (1983)
 MK0485
 MK0485                         *CURRENT SURVEY CONTROL
 MK0485  ___________________________________________________________________
 MK0485* NAD 83(1986)-  41 25 39.     (N)    096 29 46.     (W)     SCALED    
 MK0485* NAVD 88     -       364.788  (meters)    1196.81   (feet)  ADJUSTED  
 MK0485  ___________________________________________________________________
 MK0485  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 MK0485  DYNAMIC HT  -         364.622 (meters)    1196.26  (feet)  COMP
 MK0485  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 MK0485
 MK0485  VERT ORDER  -  SECOND    CLASS 0
 MK0485
 MK0485.The horizontal coordinates were scaled from a topographic map and have
 MK0485.an estimated accuracy of +/- 6 seconds.
 MK0485
 MK0485.The orthometric height was determined by differential leveling
 MK0485.and adjusted by the National Geodetic Survey in June 1991..
 MK0485
 MK0485.The geoid height was determined by GEOID03.
 MK0485
 MK0485.The dynamic height is computed by dividing the NAVD 88
 MK0485.geopotential number by the normal gravity value computed on the
 MK0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0485.degrees latitude (g = 980.6199 gals.).
 MK0485
 MK0485.The modeled gravity was interpolated from observed gravity values.
 MK0485
 MK0485;                    North         East    Units  Estimated Accuracy
 MK0485;SPC NE       -   182,930.      792,710.      MT  (+/- 180 meters Scaled)
 MK0485
 MK0485                          SUPERSEDED SURVEY CONTROL
 MK0485
 MK0485  NGVD 29 (??/??/92)  364.640  (m)         1196.32   (f) ADJ UNCH    2 0
 MK0485
 MK0485.Superseded values are not recommended for survey control.
 MK0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0485.See file dsdata.txt to determine how the superseded data were derived.
 MK0485
 MK0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL092892(NAD 83)
 MK0485_MARKER: R = RIVET
 MK0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0485_SP_SET: CONCRETE BASE
 MK0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0485
 MK0485  HISTORY     - Date     Condition        Report By
 MK0485  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0485  HISTORY     - 1950     GOOD             NGS
 MK0485
 MK0485                          STATION DESCRIPTION
 MK0485
 MK0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK0485'AT FREMONT.
 MK0485'AT FREMONT, 200 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 MK0485'UNION PACIFIC RAILROAD STATION, 26 FEET EAST OF THE CENTER
 MK0485'LINE OF MAIN STREET, 17.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 MK0485'OF THE CHICAGO AND NORTH WESTERN RAILROAD, 1.0 FOOT NORTHWEST
 MK0485'OF THE BASE OF A LIGHT POST, SET IN THE TOP OF A BASE OF A
 MK0485'STREET LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0486 ***********************************************************************
 MK0486  DESIGNATION -  RV 104
 MK0486  PID         -  MK0486
 MK0486  STATE/COUNTY-  NE/DODGE
 MK0486  USGS QUAD   -  FREMONT EAST (1983)
 MK0486
 MK0486                         *CURRENT SURVEY CONTROL
 MK0486  ___________________________________________________________________
 MK0486* NAD 83(1986)-  41 25 38.     (N)    096 27 14.     (W)     SCALED    
 MK0486* NAVD 88     -       358.595  (meters)    1176.49   (feet)  ADJUSTED  
 MK0486  ___________________________________________________________________
 MK0486  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 MK0486  DYNAMIC HT  -         358.431 (meters)    1175.95  (feet)  COMP
 MK0486  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 MK0486
 MK0486  VERT ORDER  -  SECOND    CLASS 0
 MK0486
 MK0486.The horizontal coordinates were scaled from a topographic map and have
 MK0486.an estimated accuracy of +/- 6 seconds.
 MK0486
 MK0486.The orthometric height was determined by differential leveling
 MK0486.and adjusted by the National Geodetic Survey in June 1991..
 MK0486
 MK0486.The geoid height was determined by GEOID03.
 MK0486
 MK0486.The dynamic height is computed by dividing the NAVD 88
 MK0486.geopotential number by the normal gravity value computed on the
 MK0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0486.degrees latitude (g = 980.6199 gals.).
 MK0486
 MK0486.The modeled gravity was interpolated from observed gravity values.
 MK0486
 MK0486;                    North         East    Units  Estimated Accuracy
 MK0486;SPC NE       -   183,040.      796,230.      MT  (+/- 180 meters Scaled)
 MK0486
 MK0486                          SUPERSEDED SURVEY CONTROL
 MK0486
 MK0486  NGVD 29 (??/??/92)  358.448  (m)         1176.01   (f) ADJ UNCH    2 0
 MK0486
 MK0486.Superseded values are not recommended for survey control.
 MK0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0486.See file dsdata.txt to determine how the superseded data were derived.
 MK0486
 MK0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL127893(NAD 83)
 MK0486_MARKER: R = RIVET
 MK0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0486_SP_SET: BRIDGE
 MK0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0486
 MK0486  HISTORY     - Date     Condition        Report By
 MK0486  HISTORY     - UNK      MONUMENTED       CGS
 MK0486  HISTORY     - 1935     GOOD             NGS
 MK0486  HISTORY     - 1940     GOOD             NGS
 MK0486
 MK0486                          STATION DESCRIPTION
 MK0486
 MK0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK0486'2.3 MI E FROM FREMONT.
 MK0486'2.3 MILES EAST OF DEPOT BY RAIL, ALONG CHICAGO AND NORTHWESTERN
 MK0486'RAILROAD BETWEEN FREMONT AND ARLINGTON, ON SOUTH CONCRETE
 MK0486'HEADWALL OF BRIDGE S-108-3/8.
 MK0486
 MK0486                          STATION RECOVERY (1940)
 MK0486
 MK0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 MK0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0500 ***********************************************************************
 MK0500  DESIGNATION -  RV 106
 MK0500  PID         -  MK0500
 MK0500  STATE/COUNTY-  NE/WASHINGTON
 MK0500  USGS QUAD   -  ARLINGTON (1968)
 MK0500
 MK0500                         *CURRENT SURVEY CONTROL
 MK0500  ___________________________________________________________________
 MK0500* NAD 83(1986)-  41 26 30.     (N)    096 16 16.     (W)     SCALED    
 MK0500* NAVD 88     -       365.218  (meters)    1198.22   (feet)  ADJUSTED  
 MK0500  ___________________________________________________________________
 MK0500  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 MK0500  DYNAMIC HT  -         365.044 (meters)    1197.65  (feet)  COMP
 MK0500  MODELED GRAV-     980,138.7   (mgal)                       NAVD 88
 MK0500
 MK0500  VERT ORDER  -  SECOND    CLASS 0
 MK0500
 MK0500.The horizontal coordinates were scaled from a topographic map and have
 MK0500.an estimated accuracy of +/- 6 seconds.
 MK0500
 MK0500.The orthometric height was determined by differential leveling
 MK0500.and adjusted by the National Geodetic Survey in June 1991..
 MK0500
 MK0500.The geoid height was determined by GEOID03.
 MK0500
 MK0500.The dynamic height is computed by dividing the NAVD 88
 MK0500.geopotential number by the normal gravity value computed on the
 MK0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0500.degrees latitude (g = 980.6199 gals.).
 MK0500
 MK0500.The modeled gravity was interpolated from observed gravity values.
 MK0500
 MK0500;                    North         East    Units  Estimated Accuracy
 MK0500;SPC NE       -   185,280.      811,420.      MT  (+/- 180 meters Scaled)
 MK0500
 MK0500                          SUPERSEDED SURVEY CONTROL
 MK0500
 MK0500  NGVD 29 (??/??/92)  365.067  (m)         1197.72   (f) ADJ UNCH    2 0
 MK0500
 MK0500.Superseded values are not recommended for survey control.
 MK0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0500.See file dsdata.txt to determine how the superseded data were derived.
 MK0500
 MK0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL279913(NAD 83)
 MK0500_MARKER: R = RIVET
 MK0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0500_SP_SET: CULVERT
 MK0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0500
 MK0500  HISTORY     - Date     Condition        Report By
 MK0500  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0500  HISTORY     - 1947     GOOD             NGS
 MK0500
 MK0500                          STATION DESCRIPTION
 MK0500
 MK0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0500'4.5 MI E FROM ARLINGTON.
 MK0500'4.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0500'FROM THE STATION AT ARLINGTON, AT A GRAVEL ROAD CROSSING,
 MK0500'38.0 FEET SOUTH OF A TELEPHONE POLE, 27.5 FEET EAST OF THE
 MK0500'CENTER OF THE ROAD CROSSING, 4.4 FEET NORTHEAST OF THE
 MK0500'NORTHEAST RAIL OF THE TRACK, A MONEL METAL RIVET SET IN THE
 MK0500'TOP OF AND 2.4 FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTH
 MK0500'HEAD WALL OF A 3 X 3-FOOT CONCRETE CULVERT UNDER THE TRACK,
 MK0500'ABOUT THE SAME ELEVATION AS THE BASE OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0503 ***********************************************************************
 MK0503  DESIGNATION -  RV 107
 MK0503  PID         -  MK0503
 MK0503  STATE/COUNTY-  NE/WASHINGTON
 MK0503  USGS QUAD   -  KENNARD (1968)
 MK0503
 MK0503                         *CURRENT SURVEY CONTROL
 MK0503  ___________________________________________________________________
 MK0503* NAD 83(1986)-  41 27 13.     (N)    096 13 24.     (W)     SCALED    
 MK0503* NAVD 88     -       355.345  (meters)    1165.83   (feet)  ADJUSTED  
 MK0503  ___________________________________________________________________
 MK0503  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 MK0503  DYNAMIC HT  -         355.176 (meters)    1165.27  (feet)  COMP
 MK0503  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 MK0503
 MK0503  VERT ORDER  -  SECOND    CLASS 0
 MK0503
 MK0503.The horizontal coordinates were scaled from a topographic map and have
 MK0503.an estimated accuracy of +/- 6 seconds.
 MK0503
 MK0503.The orthometric height was determined by differential leveling
 MK0503.and adjusted by the National Geodetic Survey in June 1991..
 MK0503
 MK0503.The geoid height was determined by GEOID03.
 MK0503
 MK0503.The dynamic height is computed by dividing the NAVD 88
 MK0503.geopotential number by the normal gravity value computed on the
 MK0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0503.degrees latitude (g = 980.6199 gals.).
 MK0503
 MK0503.The modeled gravity was interpolated from observed gravity values.
 MK0503
 MK0503;                    North         East    Units  Estimated Accuracy
 MK0503;SPC NE       -   186,780.      815,350.      MT  (+/- 180 meters Scaled)
 MK0503
 MK0503                          SUPERSEDED SURVEY CONTROL
 MK0503
 MK0503  NGVD 29 (??/??/92)  355.196  (m)         1165.34   (f) ADJ UNCH    2 0
 MK0503
 MK0503.Superseded values are not recommended for survey control.
 MK0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0503.See file dsdata.txt to determine how the superseded data were derived.
 MK0503
 MK0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL319928(NAD 83)
 MK0503_MARKER: DB = BENCH MARK DISK
 MK0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0503_SP_SET: CULVERT
 MK0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0503
 MK0503  HISTORY     - Date     Condition        Report By
 MK0503  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0503  HISTORY     - 1947     GOOD             NGS
 MK0503
 MK0503                          STATION DESCRIPTION
 MK0503
 MK0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0503'1.8 MI SW FROM KENNARD.
 MK0503'1.8 MILES SOUTHWEST ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 MK0503'FROM THE STATION AT KENNARD.  57 FEET NORTHWEST OF MILEPOST
 MK0503'22, 9 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK AND
 MK0503'LEVEL WITH IT, AND IN THE TOP OF THE CENTER OF THE NORTHWEST
 MK0503'CONCRETE HEADWALL OF A CULVERT.  A STANDARD MONEL-METAL
 MK0503'RIVET SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0509 ***********************************************************************
 MK0509  DESIGNATION -  RV 108
 MK0509  PID         -  MK0509
 MK0509  STATE/COUNTY-  NE/WASHINGTON
 MK0509  USGS QUAD   -  KENNARD (1968)
 MK0509
 MK0509                         *CURRENT SURVEY CONTROL
 MK0509  ___________________________________________________________________
 MK0509* NAD 83(1986)-  41 29 40.     (N)    096 10 27.     (W)     SCALED    
 MK0509* NAVD 88     -       361.96   (+/-2cm)    1187.5    (feet)  VERTCON   
 MK0509  ___________________________________________________________________
 MK0509  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 MK0509
 MK0509  VERT ORDER  -  ? (See Below)
 MK0509
 MK0509.The horizontal coordinates were scaled from a topographic map and have
 MK0509.an estimated accuracy of +/- 6 seconds.
 MK0509
 MK0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK0509.The vertical order pertains to the NGVD 29 superseded value.
 MK0509
 MK0509.The geoid height was determined by GEOID03.
 MK0509
 MK0509;                    North         East    Units  Estimated Accuracy
 MK0509;SPC NE       -   191,490.      819,260.      MT  (+/- 180 meters Scaled)
 MK0509
 MK0509                          SUPERSEDED SURVEY CONTROL
 MK0509
 MK0509  NGVD 29 (??/??/92)  361.806  (m)         1187.03   (f) ADJ UNCH    ?  
 MK0509
 MK0509.Superseded values are not recommended for survey control.
 MK0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0509.See file dsdata.txt to determine how the superseded data were derived.
 MK0509
 MK0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL358975(NAD 83)
 MK0509_MARKER: R = RIVET
 MK0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0509_SP_SET: BRIDGE
 MK0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0509
 MK0509  HISTORY     - Date     Condition        Report By
 MK0509  HISTORY     - UNK      MONUMENTED       CGS
 MK0509  HISTORY     - 1935     GOOD             NGS
 MK0509  HISTORY     - 1947     MARK NOT FOUND   NGS
 MK0509
 MK0509                          STATION DESCRIPTION
 MK0509
 MK0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK0509'2.1 MI E FROM KENNARD.
 MK0509'2.1 MILES EAST OF DEPOT BY RAIL ALONG CHICAGO AND NORTHWESTERN
 MK0509'RAILROAD, BETWEEN KENNARD AND BLAIR, ON SOUTH MASONRY HEADWALL
 MK0509'OF BRIDGE S-80-1/4.
 MK0509
 MK0509                          STATION RECOVERY (1947)
 MK0509
 MK0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MK0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0082 ***********************************************************************
 MK0082  DESIGNATION -  RV 109
 MK0082  PID         -  MK0082
 MK0082  STATE/COUNTY-  NE/WASHINGTON
 MK0082  USGS QUAD   -  BLAIR (1983)
 MK0082
 MK0082                         *CURRENT SURVEY CONTROL
 MK0082  ___________________________________________________________________
 MK0082* NAD 83(1986)-  41 32 46.     (N)    096 09 03.     (W)     SCALED    
 MK0082* NAVD 88     -       338.084  (meters)    1109.20   (feet)  ADJUSTED  
 MK0082  ___________________________________________________________________
 MK0082  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 MK0082  DYNAMIC HT  -         337.929 (meters)    1108.69  (feet)  COMP
 MK0082  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 MK0082
 MK0082  VERT ORDER  -  SECOND    CLASS 0
 MK0082
 MK0082.The horizontal coordinates were scaled from a topographic map and have
 MK0082.an estimated accuracy of +/- 6 seconds.
 MK0082
 MK0082.The orthometric height was determined by differential leveling
 MK0082.and adjusted by the National Geodetic Survey in June 1991..
 MK0082.WARNING-Repeat measurements at this control monument indicate possible
 MK0082.vertical movement.
 MK0082
 MK0082.The geoid height was determined by GEOID03.
 MK0082
 MK0082.The dynamic height is computed by dividing the NAVD 88
 MK0082.geopotential number by the normal gravity value computed on the
 MK0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0082.degrees latitude (g = 980.6199 gals.).
 MK0082
 MK0082.The modeled gravity was interpolated from observed gravity values.
 MK0082
 MK0082;                    North         East    Units  Estimated Accuracy
 MK0082;SPC NE       -   197,310.      820,950.      MT  (+/- 180 meters Scaled)
 MK0082
 MK0082                          SUPERSEDED SURVEY CONTROL
 MK0082
 MK0082  NGVD 29 (??/??/92)  337.939  (m)         1108.72   (f) ADJ UNCH    2 0
 MK0082
 MK0082.Superseded values are not recommended for survey control.
 MK0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0082.See file dsdata.txt to determine how the superseded data were derived.
 MK0082
 MK0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM376033(NAD 83)
 MK0082_MARKER: R = RIVET
 MK0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0082_SP_SET: CULVERT
 MK0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0082
 MK0082  HISTORY     - Date     Condition        Report By
 MK0082  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0082  HISTORY     - 1947     GOOD             NGS
 MK0082
 MK0082                          STATION DESCRIPTION
 MK0082
 MK0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0082'1 MI W FROM BLAIR.
 MK0082'0.95 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0082'THE UNION STATION AT BLAIR, 0.2 MILE WEST OF THE CROSSING OF A
 MK0082'NORTH-SOUTH BRICK PAVED STREET, 64.3 FEET SOUTHWEST OF A GUY WIRE
 MK0082'BRACED TELEPHONE POLE WHICH IS AT THE POINT WHERE A TELEPHONE LINE
 MK0082'CROSSES THE TRACK, 11.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MK0082'TRACK, A MONEL-METAL RIVET SET 0.7 FOOT SOUTH OF THE NORTH CORNER
 MK0082'OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 4 FOOT STONE
 MK0082'AND MASONRY CULVERT UNDER THE TRACK, ABOUT 2 1/2 FEET BELOW THE
 MK0082'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0128 ***********************************************************************
 NN0128  DESIGNATION -  RV 11
 NN0128  PID         -  NN0128
 NN0128  STATE/COUNTY-  NE/ANTELOPE
 NN0128  USGS QUAD   -  CLEARWATER (1986)
 NN0128
 NN0128                         *CURRENT SURVEY CONTROL
 NN0128  ___________________________________________________________________
 NN0128* NAD 83(1986)-  42 11 00.     (N)    098 13 15.     (W)     SCALED    
 NN0128* NAVD 88     -       550.912  (meters)    1807.45   (feet)  ADJUSTED  
 NN0128  ___________________________________________________________________
 NN0128  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 NN0128  DYNAMIC HT  -         550.691 (meters)    1806.73  (feet)  COMP
 NN0128  MODELED GRAV-     980,203.8   (mgal)                       NAVD 88
 NN0128
 NN0128  VERT ORDER  -  SECOND    CLASS 0
 NN0128
 NN0128.The horizontal coordinates were scaled from a topographic map and have
 NN0128.an estimated accuracy of +/- 6 seconds.
 NN0128
 NN0128.The orthometric height was determined by differential leveling
 NN0128.and adjusted by the National Geodetic Survey in June 1991..
 NN0128
 NN0128.The geoid height was determined by GEOID03.
 NN0128
 NN0128.The dynamic height is computed by dividing the NAVD 88
 NN0128.geopotential number by the normal gravity value computed on the
 NN0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0128.degrees latitude (g = 980.6199 gals.).
 NN0128
 NN0128.The modeled gravity was interpolated from observed gravity values.
 NN0128
 NN0128;                    North         East    Units  Estimated Accuracy
 NN0128;SPC NE       -   262,430.      646,930.      MT  (+/- 180 meters Scaled)
 NN0128
 NN0128                          SUPERSEDED SURVEY CONTROL
 NN0128
 NN0128  NGVD 29 (??/??/92)  550.704  (m)         1806.77   (f) ADJ UNCH    2 0
 NN0128
 NN0128.Superseded values are not recommended for survey control.
 NN0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0128.See file dsdata.txt to determine how the superseded data were derived.
 NN0128
 NN0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM643704(NAD 83)
 NN0128_MARKER: R = RIVET
 NN0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0128_SP_SET: WALL
 NN0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0128
 NN0128  HISTORY     - Date     Condition        Report By
 NN0128  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0128  HISTORY     - 1935     GOOD             NGS
 NN0128  HISTORY     - 1981     GOOD             LOCSUR
 NN0128
 NN0128                          STATION DESCRIPTION
 NN0128
 NN0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NN0128'1.9 MI NW FROM CLEARWATER.
 NN0128'1.9 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0128'FROM THE STATION AT CLEARWATER, ANTELOPE COUNTY, AT BRIDGE 245,
 NN0128'ON THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF THE MASONRY
 NN0128'HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 NN0128
 NN0128                          STATION RECOVERY (1981)
 NN0128
 NN0128'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NN0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0093 ***********************************************************************
 MK0093  DESIGNATION -  RV 110
 MK0093  PID         -  MK0093
 MK0093  STATE/COUNTY-  NE/WASHINGTON
 MK0093  USGS QUAD   -  BLAIR (1983)
 MK0093
 MK0093                         *CURRENT SURVEY CONTROL
 MK0093  ___________________________________________________________________
 MK0093* NAD 83(1986)-  41 32 40.     (N)    096 07 54.     (W)     SCALED    
 MK0093* NAVD 88     -       330.309  (meters)    1083.69   (feet)  ADJUSTED  
 MK0093  ___________________________________________________________________
 MK0093  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 MK0093  DYNAMIC HT  -         330.157 (meters)    1083.19  (feet)  COMP
 MK0093  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 MK0093
 MK0093  VERT ORDER  -  SECOND    CLASS 0
 MK0093
 MK0093.The horizontal coordinates were scaled from a topographic map and have
 MK0093.an estimated accuracy of +/- 6 seconds.
 MK0093
 MK0093.The orthometric height was determined by differential leveling
 MK0093.and adjusted by the National Geodetic Survey in June 1991..
 MK0093
 MK0093.The geoid height was determined by GEOID03.
 MK0093
 MK0093.The dynamic height is computed by dividing the NAVD 88
 MK0093.geopotential number by the normal gravity value computed on the
 MK0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0093.degrees latitude (g = 980.6199 gals.).
 MK0093
 MK0093.The modeled gravity was interpolated from observed gravity values.
 MK0093
 MK0093;                    North         East    Units  Estimated Accuracy
 MK0093;SPC NE       -   197,190.      822,550.      MT  (+/- 180 meters Scaled)
 MK0093
 MK0093                          SUPERSEDED SURVEY CONTROL
 MK0093
 MK0093  NGVD 29 (??/??/92)  330.164  (m)         1083.21   (f) ADJ UNCH    2 0
 MK0093
 MK0093.Superseded values are not recommended for survey control.
 MK0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0093.See file dsdata.txt to determine how the superseded data were derived.
 MK0093
 MK0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM392031(NAD 83)
 MK0093_MARKER: R = RIVET
 MK0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0093_SP_SET: PIER
 MK0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0093
 MK0093  HISTORY     - Date     Condition        Report By
 MK0093  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0093  HISTORY     - 1947     GOOD             NGS
 MK0093
 MK0093                          STATION DESCRIPTION
 MK0093
 MK0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MK0093'AT BLAIR.
 MK0093'AT BLAIR, AT THE CHICAGO AND NORTH WESTERN RAILWAY WATER TANK,
 MK0093'ABOUT 275 FEET EAST OF THE CENTER OF THE BAY WINDOW OF THE UNION
 MK0093'STATION, 17.8 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 MK0093'8.4 FEET SOUTH OF THE NORTH END OF, 1.7 FOOT EAST OF THE WEST
 MK0093'SIDE OF AND 0.8 FOOT WEST OF THE EAST SIDE OF THE MOST WESTERLY
 MK0093'ONE OF TWO LONG CENTER PIERS OF THE CONCRETE FOUNDATION FOR THE
 MK0093'WATER TANK, ABOUT 2 FEET ABOVE THE GROUND, A MONEL-METAL RIVET
 MK0093'SET IN TOP OF THE CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0094 ***********************************************************************
 MK0094  DESIGNATION -  RV 111
 MK0094  PID         -  MK0094
 MK0094  STATE/COUNTY-  NE/WASHINGTON
 MK0094  USGS QUAD   -  MODALE (1970)
 MK0094
 MK0094                         *CURRENT SURVEY CONTROL
 MK0094  ___________________________________________________________________
 MK0094* NAD 83(1986)-  41 33 03.     (N)    096 06 18.     (W)     SCALED    
 MK0094* NAVD 88     -       316.187  (meters)    1037.36   (feet)  ADJUSTED  
 MK0094  ___________________________________________________________________
 MK0094  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 MK0094  DYNAMIC HT  -         316.042 (meters)    1036.88  (feet)  COMP
 MK0094  MODELED GRAV-     980,157.5   (mgal)                       NAVD 88
 MK0094
 MK0094  VERT ORDER  -  SECOND    CLASS 0
 MK0094
 MK0094.The horizontal coordinates were scaled from a topographic map and have
 MK0094.an estimated accuracy of +/- 6 seconds.
 MK0094
 MK0094.The orthometric height was determined by differential leveling
 MK0094.and adjusted by the National Geodetic Survey in June 1991..
 MK0094
 MK0094.The geoid height was determined by GEOID03.
 MK0094
 MK0094.The dynamic height is computed by dividing the NAVD 88
 MK0094.geopotential number by the normal gravity value computed on the
 MK0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0094.degrees latitude (g = 980.6199 gals.).
 MK0094
 MK0094.The modeled gravity was interpolated from observed gravity values.
 MK0094
 MK0094;                    North         East    Units  Estimated Accuracy
 MK0094;SPC NE       -   198,000.      824,740.      MT  (+/- 180 meters Scaled)
 MK0094
 MK0094                          SUPERSEDED SURVEY CONTROL
 MK0094
 MK0094  NGVD 29 (??/??/92)  316.043  (m)         1036.88   (f) ADJ UNCH    2 0
 MK0094
 MK0094.Superseded values are not recommended for survey control.
 MK0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0094.See file dsdata.txt to determine how the superseded data were derived.
 MK0094
 MK0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM414039(NAD 83)
 MK0094_MARKER: R = RIVET
 MK0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0094_SP_SET: BRIDGE
 MK0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0094
 MK0094  HISTORY     - Date     Condition        Report By
 MK0094  HISTORY     - UNK      MONUMENTED       CGS
 MK0094  HISTORY     - 1948     GOOD             NGS
 MK0094
 MK0094                          STATION DESCRIPTION
 MK0094
 MK0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0094'1.5 MI E FROM BLAIR.
 MK0094'1.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0094'THE STATION AT BLAIR, WASHINGTON COUNTY, AT BRIDGE S 73, AND IN
 MK0094'THE TOP OF THE SOUTH BACK WALL OF THE EAST ABUTMENT.  A STANDARD
 MK0094'MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0095 ***********************************************************************
 MK0095  DESIGNATION -  RV 112
 MK0095  PID         -  MK0095
 MK0095  STATE/COUNTY-  NE/WASHINGTON
 MK0095  USGS QUAD   -  MODALE (1970)
 MK0095
 MK0095                         *CURRENT SURVEY CONTROL
 MK0095  ___________________________________________________________________
 MK0095* NAD 83(1986)-  41 33 05.     (N)    096 05 48.     (W)     SCALED    
 MK0095* NAVD 88     -       320.13   (+/-2cm)    1050.3    (feet)  VERTCON   
 MK0095  ___________________________________________________________________
 MK0095  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 MK0095
 MK0095  VERT ORDER  -  ? (See Below)
 MK0095
 MK0095.The horizontal coordinates were scaled from a topographic map and have
 MK0095.an estimated accuracy of +/- 6 seconds.
 MK0095
 MK0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK0095.The vertical order pertains to the NGVD 29 superseded value.
 MK0095
 MK0095.The geoid height was determined by GEOID03.
 MK0095
 MK0095;                    North         East    Units  Estimated Accuracy
 MK0095;SPC NE       -   198,100.      825,430.      MT  (+/- 180 meters Scaled)
 MK0095
 MK0095                          SUPERSEDED SURVEY CONTROL
 MK0095
 MK0095  NGVD 29 (??/??/92)  319.984  (m)         1049.81   (f) ADJ UNCH    ?  
 MK0095
 MK0095.Superseded values are not recommended for survey control.
 MK0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0095.See file dsdata.txt to determine how the superseded data were derived.
 MK0095
 MK0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM421040(NAD 83)
 MK0095_MARKER: R = RIVET
 MK0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0095_SP_SET: PIER
 MK0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0095
 MK0095  HISTORY     - Date     Condition        Report By
 MK0095  HISTORY     - UNK      MONUMENTED       CGS
 MK0095  HISTORY     - 1948     GOOD             NGS
 MK0095
 MK0095                          STATION DESCRIPTION
 MK0095
 MK0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 MK0095'2.1 MI E FROM BLAIR.
 MK0095'2.1 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0095'THE STATION AT BLAIR, WASHINGTON COUNTY, AT BRIDGE S 72 OVER MISSOURI
 MK0095'RIVER, ON THE TOP OF THE SOUTH END OF PIER 6 (THE FIRST PIER WEST
 MK0095'OF THE RIVER), AND ALONG SIDE AN OLD GOVERNMENT SURVEY CHISELED
 MK0095'CIRCLE MARKED ELEVATION 667.663.  A STANDARD MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0131 ***********************************************************************
 NN0131  DESIGNATION -  RV 12
 NN0131  PID         -  NN0131
 NN0131  STATE/COUNTY-  NE/ANTELOPE
 NN0131  USGS QUAD   -  CLEARWATER (1986)
 NN0131
 NN0131                         *CURRENT SURVEY CONTROL
 NN0131  ___________________________________________________________________
 NN0131* NAD 83(1986)-  42 10 17.     (N)    098 11 17.     (W)     SCALED    
 NN0131* NAVD 88     -       546.77   (+/-2cm)    1793.9    (feet)  VERTCON   
 NN0131  ___________________________________________________________________
 NN0131  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 NN0131
 NN0131  VERT ORDER  -  ? (See Below)
 NN0131
 NN0131.The horizontal coordinates were scaled from a topographic map and have
 NN0131.an estimated accuracy of +/- 6 seconds.
 NN0131
 NN0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0131.The vertical order pertains to the NGVD 29 superseded value.
 NN0131
 NN0131.The geoid height was determined by GEOID03.
 NN0131
 NN0131;                    North         East    Units  Estimated Accuracy
 NN0131;SPC NE       -   261,160.      649,670.      MT  (+/- 180 meters Scaled)
 NN0131
 NN0131                          SUPERSEDED SURVEY CONTROL
 NN0131
 NN0131  NGVD 29 (??/??/92)  546.558  (m)         1793.17   (f) ADJ UNCH    ?  
 NN0131
 NN0131.Superseded values are not recommended for survey control.
 NN0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0131.See file dsdata.txt to determine how the superseded data were derived.
 NN0131
 NN0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM670691(NAD 83)
 NN0131_MARKER: R = RIVET
 NN0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0131_SP_SET: PIER
 NN0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0131
 NN0131  HISTORY     - Date     Condition        Report By
 NN0131  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0131  HISTORY     - 1935     GOOD             NGS
 NN0131
 NN0131                          STATION DESCRIPTION
 NN0131
 NN0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NN0131'AT CLEARWATER.
 NN0131'AT CLEARWATER, ANTELOPE COUNTY, OPPOSITE THE CHICAGO AND NORTH
 NN0131'WESTERN RAILWAY STATION, AT A CONCRETE WATER-TOWER FOUNDATION,
 NN0131'AND IN THE TOP OF THE LONG EAST CENTER PIER.  A STANDARD MONEL-METAL
 NN0131'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0133 ***********************************************************************
 NN0133  DESIGNATION -  RV 13
 NN0133  PID         -  NN0133
 NN0133  STATE/COUNTY-  NE/ANTELOPE
 NN0133  USGS QUAD   -  NELIGH (1986)
 NN0133
 NN0133                         *CURRENT SURVEY CONTROL
 NN0133  ___________________________________________________________________
 NN0133* NAD 83(1986)-  42 09 53.     (N)    098 07 02.     (W)     SCALED    
 NN0133* NAVD 88     -       537.842  (meters)    1764.57   (feet)  ADJUSTED  
 NN0133  ___________________________________________________________________
 NN0133  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 NN0133  DYNAMIC HT  -         537.627 (meters)    1763.86  (feet)  COMP
 NN0133  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 NN0133
 NN0133  VERT ORDER  -  SECOND    CLASS 0
 NN0133
 NN0133.The horizontal coordinates were scaled from a topographic map and have
 NN0133.an estimated accuracy of +/- 6 seconds.
 NN0133
 NN0133.The orthometric height was determined by differential leveling
 NN0133.and adjusted by the National Geodetic Survey in June 1991..
 NN0133
 NN0133.The geoid height was determined by GEOID03.
 NN0133
 NN0133.The dynamic height is computed by dividing the NAVD 88
 NN0133.geopotential number by the normal gravity value computed on the
 NN0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0133.degrees latitude (g = 980.6199 gals.).
 NN0133
 NN0133.The modeled gravity was interpolated from observed gravity values.
 NN0133
 NN0133;                    North         East    Units  Estimated Accuracy
 NN0133;SPC NE       -   260,540.      655,530.      MT  (+/- 180 meters Scaled)
 NN0133
 NN0133                          SUPERSEDED SURVEY CONTROL
 NN0133
 NN0133  NGVD 29 (??/??/92)  537.638  (m)         1763.90   (f) ADJ UNCH    2 0
 NN0133
 NN0133.Superseded values are not recommended for survey control.
 NN0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0133.See file dsdata.txt to determine how the superseded data were derived.
 NN0133
 NN0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM729684(NAD 83)
 NN0133_MARKER: R = RIVET
 NN0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0133_SP_SET: BRIDGE
 NN0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0133
 NN0133  HISTORY     - Date     Condition        Report By
 NN0133  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0133  HISTORY     - 1935     GOOD             NGS
 NN0133  HISTORY     - 1981     GOOD             LOCSUR
 NN0133
 NN0133                          STATION DESCRIPTION
 NN0133
 NN0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NN0133'3.9 MI SE FROM CLEARWATER.
 NN0133'3.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0133'FROM THE STATION AT CLEARWATER, ANTELOPE COUNTY, AT BRIDGE 230,
 NN0133'ON THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF A CONCRETE
 NN0133'HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 NN0133
 NN0133                          STATION RECOVERY (1981)
 NN0133
 NN0133'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NN0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0138 ***********************************************************************
 NN0138  DESIGNATION -  RV 15
 NN0138  PID         -  NN0138
 NN0138  STATE/COUNTY-  NE/ANTELOPE
 NN0138  USGS QUAD   -  NELIGH SE (1986)
 NN0138
 NN0138                         *CURRENT SURVEY CONTROL
 NN0138  ___________________________________________________________________
 NN0138* NAD 83(1986)-  42 07 20.     (N)    098 01 18.     (W)     SCALED    
 NN0138* NAVD 88     -       531.167  (meters)    1742.67   (feet)  ADJUSTED  
 NN0138  ___________________________________________________________________
 NN0138  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 NN0138  DYNAMIC HT  -         530.955 (meters)    1741.97  (feet)  COMP
 NN0138  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 NN0138
 NN0138  VERT ORDER  -  SECOND    CLASS 0
 NN0138
 NN0138.The horizontal coordinates were scaled from a topographic map and have
 NN0138.an estimated accuracy of +/- 6 seconds.
 NN0138
 NN0138.The orthometric height was determined by differential leveling
 NN0138.and adjusted by the National Geodetic Survey in June 1991..
 NN0138
 NN0138.The geoid height was determined by GEOID03.
 NN0138
 NN0138.The dynamic height is computed by dividing the NAVD 88
 NN0138.geopotential number by the normal gravity value computed on the
 NN0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0138.degrees latitude (g = 980.6199 gals.).
 NN0138
 NN0138.The modeled gravity was interpolated from observed gravity values.
 NN0138
 NN0138;                    North         East    Units  Estimated Accuracy
 NN0138;SPC NE       -   256,000.      663,530.      MT  (+/- 180 meters Scaled)
 NN0138
 NN0138                          SUPERSEDED SURVEY CONTROL
 NN0138
 NN0138  NGVD 29 (??/??/92)  530.961  (m)         1741.99   (f) ADJ UNCH    2 0
 NN0138
 NN0138.Superseded values are not recommended for survey control.
 NN0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0138.See file dsdata.txt to determine how the superseded data were derived.
 NN0138
 NN0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM808638(NAD 83)
 NN0138_MARKER: R = RIVET
 NN0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0138_SP_SET: CONCRETE BATTERY WELL
 NN0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0138
 NN0138  HISTORY     - Date     Condition        Report By
 NN0138  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0138  HISTORY     - 1935     GOOD             NGS
 NN0138
 NN0138                          STATION DESCRIPTION
 NN0138
 NN0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NN0138'0.3 MI NE FROM NELIGH.
 NN0138'0.3 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0138'FROM THE STATION AT NELIGH, ANTELOPE COUNTY, ON THE SOUTH SIDE
 NN0138'OF THE TRACK, EAST OF STATE HIGHWAY 14, AT A CONCRETE BATTERY
 NN0138'WELL, AND IN THE TOP OF THE WEST SIDE.  A STANDARD MONEL-METAL
 NN0138'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1307 ***********************************************************************
 NM1307  DESIGNATION -  RV 16
 NM1307  PID         -  NM1307
 NM1307  STATE/COUNTY-  NE/ANTELOPE
 NM1307  USGS QUAD   -  OAKDALE (1963)
 NM1307
 NM1307                         *CURRENT SURVEY CONTROL
 NM1307  ___________________________________________________________________
 NM1307* NAD 83(1986)-  42 05 26.     (N)    097 59 27.     (W)     SCALED    
 NM1307* NAVD 88     -       521.914  (meters)    1712.31   (feet)  ADJUSTED  
 NM1307  ___________________________________________________________________
 NM1307  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 NM1307  DYNAMIC HT  -         521.705 (meters)    1711.63  (feet)  COMP
 NM1307  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 NM1307
 NM1307  VERT ORDER  -  SECOND    CLASS 0
 NM1307
 NM1307.The horizontal coordinates were scaled from a topographic map and have
 NM1307.an estimated accuracy of +/- 6 seconds.
 NM1307
 NM1307.The orthometric height was determined by differential leveling
 NM1307.and adjusted by the National Geodetic Survey in June 1991..
 NM1307
 NM1307.The geoid height was determined by GEOID03.
 NM1307
 NM1307.The dynamic height is computed by dividing the NAVD 88
 NM1307.geopotential number by the normal gravity value computed on the
 NM1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1307.degrees latitude (g = 980.6199 gals.).
 NM1307
 NM1307.The modeled gravity was interpolated from observed gravity values.
 NM1307
 NM1307;                    North         East    Units  Estimated Accuracy
 NM1307;SPC NE       -   252,540.      666,160.      MT  (+/- 180 meters Scaled)
 NM1307
 NM1307                          SUPERSEDED SURVEY CONTROL
 NM1307
 NM1307  NGVD 29 (??/??/92)  521.709  (m)         1711.64   (f) ADJ UNCH    2 0
 NM1307
 NM1307.Superseded values are not recommended for survey control.
 NM1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1307.See file dsdata.txt to determine how the superseded data were derived.
 NM1307
 NM1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM834603(NAD 83)
 NM1307_MARKER: R = RIVET
 NM1307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1307_SP_SET: BRIDGE
 NM1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1307
 NM1307  HISTORY     - Date     Condition        Report By
 NM1307  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1307  HISTORY     - 1935     GOOD             NGS
 NM1307
 NM1307                          STATION DESCRIPTION
 NM1307
 NM1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NM1307'3.7 MI SE FROM NELIGH.
 NM1307'ON RAILROAD BRIDGE NO. 211, ON THE TOP OF BACK WALL, EAST
 NM1307'ABUTMENT, ON THE SOUTH SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0548 ***********************************************************************
 LG0548  DESIGNATION -  RV 1632
 LG0548  PID         -  LG0548
 LG0548  STATE/COUNTY-  NE/JEFFERSON
 LG0548  USGS QUAD   -  REYNOLDS (1980)
 LG0548
 LG0548                         *CURRENT SURVEY CONTROL
 LG0548  ___________________________________________________________________
 LG0548* NAD 83(1986)-  40 03 48.     (N)    097 15 59.     (W)     SCALED    
 LG0548* NAVD 88     -       413.538  (meters)    1356.75   (feet)  ADJUSTED  
 LG0548  ___________________________________________________________________
 LG0548  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 LG0548  DYNAMIC HT  -         413.298 (meters)    1355.96  (feet)  COMP
 LG0548  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 LG0548
 LG0548  VERT ORDER  -  SECOND    CLASS 0
 LG0548
 LG0548.The horizontal coordinates were scaled from a topographic map and have
 LG0548.an estimated accuracy of +/- 6 seconds.
 LG0548
 LG0548.The orthometric height was determined by differential leveling
 LG0548.and adjusted by the National Geodetic Survey in June 1991..
 LG0548
 LG0548.The geoid height was determined by GEOID03.
 LG0548
 LG0548.The dynamic height is computed by dividing the NAVD 88
 LG0548.geopotential number by the normal gravity value computed on the
 LG0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0548.degrees latitude (g = 980.6199 gals.).
 LG0548
 LG0548.The modeled gravity was interpolated from observed gravity values.
 LG0548
 LG0548;                    North         East    Units  Estimated Accuracy
 LG0548;SPC NE       -    29,230.      733,170.      MT  (+/- 180 meters Scaled)
 LG0548
 LG0548                          SUPERSEDED SURVEY CONTROL
 LG0548
 LG0548  NGVD 29 (??/??/92)  413.384  (m)         1356.24   (f) ADJ UNCH    2 0
 LG0548
 LG0548.Superseded values are not recommended for survey control.
 LG0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0548.See file dsdata.txt to determine how the superseded data were derived.
 LG0548
 LG0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK478362(NAD 83)
 LG0548_MARKER: R = RIVET
 LG0548_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG0548_SP_SET: ABUTMENT
 LG0548_MARK LOGO: NONE  
 LG0548_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0548+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1999
 LG0548
 LG0548  HISTORY     - Date     Condition        Report By
 LG0548  HISTORY     - UNK      MONUMENTED       RIRR
 LG0548  HISTORY     - 1934     GOOD             NGS
 LG0548  HISTORY     - 19991026 GOOD             NGS
 LG0548
 LG0548                          STATION DESCRIPTION
 LG0548
 LG0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LG0548'AT THOMPSON.
 LG0548'AT THOMPSON, JEFFERSON COUNTY, ABOUT 1/4 MILE WEST OF THE
 LG0548'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD MAIL CRANE, AT BRIDGE
 LG0548'NO. 1632, AND IN THE NORTHEAST CONCRETE ABUTMENT.  A STANDARD
 LG0548'MONEL-METAL RIVET.
 LG0548
 LG0548                          STATION RECOVERY (1999)
 LG0548
 LG0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LG0548'5.9 KM (3.65 MI) EASTERLY ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 LG0548'IN REYNOLDS, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST
 LG0548'END OF THE NORTHEAST CONCRETE ABUTMENT OF AN ABANDONED RAILROAD GRADE,
 LG0548'90.4 M (296.6 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT)
 LG0548'NORTHWEST OF THE CENTER OF THE RAILROAD GRADE, 1.2 M (3.9 FT)
 LG0548'NORTHEAST OF THE SOUTHWEST FACE OF THE ABUTMENT, AND 0.3 M (1.0 FT)
 LG0548'ABOVE THE LEVEL OF THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1310 ***********************************************************************
 NM1310  DESIGNATION -  RV 17
 NM1310  PID         -  NM1310
 NM1310  STATE/COUNTY-  NE/ANTELOPE
 NM1310  USGS QUAD   -  OAKDALE (1963)
 NM1310
 NM1310                         *CURRENT SURVEY CONTROL
 NM1310  ___________________________________________________________________
 NM1310* NAD 83(1986)-  42 04 19.     (N)    097 57 52.     (W)     SCALED    
 NM1310* NAVD 88     -       521.105  (meters)    1709.66   (feet)  ADJUSTED  
 NM1310  ___________________________________________________________________
 NM1310  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 NM1310  DYNAMIC HT  -         520.897 (meters)    1708.98  (feet)  COMP
 NM1310  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 NM1310
 NM1310  VERT ORDER  -  SECOND    CLASS 0
 NM1310
 NM1310.The horizontal coordinates were scaled from a topographic map and have
 NM1310.an estimated accuracy of +/- 6 seconds.
 NM1310
 NM1310.The orthometric height was determined by differential leveling
 NM1310.and adjusted by the National Geodetic Survey in June 1991..
 NM1310
 NM1310.The geoid height was determined by GEOID03.
 NM1310
 NM1310.The dynamic height is computed by dividing the NAVD 88
 NM1310.geopotential number by the normal gravity value computed on the
 NM1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1310.degrees latitude (g = 980.6199 gals.).
 NM1310
 NM1310.The modeled gravity was interpolated from observed gravity values.
 NM1310
 NM1310;                    North         East    Units  Estimated Accuracy
 NM1310;SPC NE       -   250,530.      668,390.      MT  (+/- 180 meters Scaled)
 NM1310
 NM1310                          SUPERSEDED SURVEY CONTROL
 NM1310
 NM1310  NGVD 29 (??/??/92)  520.901  (m)         1708.99   (f) ADJ UNCH    2 0
 NM1310
 NM1310.Superseded values are not recommended for survey control.
 NM1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1310.See file dsdata.txt to determine how the superseded data were derived.
 NM1310
 NM1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM856582(NAD 83)
 NM1310_MARKER: R = RIVET
 NM1310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1310_SP_SET: SIGNAL FOUNDATION
 NM1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1310
 NM1310  HISTORY     - Date     Condition        Report By
 NM1310  HISTORY     - UNK      MONUMENTED       CGS
 NM1310  HISTORY     - 1935     GOOD             NGS
 NM1310
 NM1310                          STATION DESCRIPTION
 NM1310
 NM1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NM1310'AT OAKDALE.
 NM1310'ON THE CONCRETE TRAIN ORDER SIGNAL FOUNDATION IN FRONT OF THE
 NM1310'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1318 ***********************************************************************
 NM1318  DESIGNATION -  RV 18
 NM1318  PID         -  NM1318
 NM1318  STATE/COUNTY-  NE/ANTELOPE
 NM1318  USGS QUAD   -  OAKDALE (1963)
 NM1318
 NM1318                         *CURRENT SURVEY CONTROL
 NM1318  ___________________________________________________________________
 NM1318* NAD 83(1986)-  42 04 00.     (N)    097 55 31.     (W)     SCALED    
 NM1318* NAVD 88     -       515.560  (meters)    1691.47   (feet)  ADJUSTED  
 NM1318  ___________________________________________________________________
 NM1318  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 NM1318  DYNAMIC HT  -         515.355 (meters)    1690.79  (feet)  COMP
 NM1318  MODELED GRAV-     980,207.5   (mgal)                       NAVD 88
 NM1318
 NM1318  VERT ORDER  -  SECOND    CLASS 0
 NM1318
 NM1318.The horizontal coordinates were scaled from a topographic map and have
 NM1318.an estimated accuracy of +/- 6 seconds.
 NM1318
 NM1318.The orthometric height was determined by differential leveling
 NM1318.and adjusted by the National Geodetic Survey in June 1991..
 NM1318
 NM1318.The geoid height was determined by GEOID03.
 NM1318
 NM1318.The dynamic height is computed by dividing the NAVD 88
 NM1318.geopotential number by the normal gravity value computed on the
 NM1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1318.degrees latitude (g = 980.6199 gals.).
 NM1318
 NM1318.The modeled gravity was interpolated from observed gravity values.
 NM1318
 NM1318;                    North         East    Units  Estimated Accuracy
 NM1318;SPC NE       -   250,020.      671,650.      MT  (+/- 180 meters Scaled)
 NM1318
 NM1318                          SUPERSEDED SURVEY CONTROL
 NM1318
 NM1318  NGVD 29 (??/??/92)  515.356  (m)         1690.80   (f) ADJ UNCH    2 0
 NM1318
 NM1318.Superseded values are not recommended for survey control.
 NM1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1318.See file dsdata.txt to determine how the superseded data were derived.
 NM1318
 NM1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM889577(NAD 83)
 NM1318_MARKER: R = RIVET
 NM1318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1318_SP_SET: BRIDGE
 NM1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1318
 NM1318  HISTORY     - Date     Condition        Report By
 NM1318  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1318  HISTORY     - 1935     GOOD             NGS
 NM1318  HISTORY     - 1981     GOOD             LOCSUR
 NM1318
 NM1318                          STATION DESCRIPTION
 NM1318
 NM1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NM1318'2 MI SE FROM OAKDALE.
 NM1318'ON RAILROAD BRIDGE NO. 200, ON MASONRY HEADWALL, ON THE SOUTH
 NM1318'SIDE OF TRACK.
 NM1318
 NM1318                          STATION RECOVERY (1981)
 NM1318
 NM1318'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NM1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1319 ***********************************************************************
 NM1319  DESIGNATION -  RV 19
 NM1319  PID         -  NM1319
 NM1319  STATE/COUNTY-  NE/ANTELOPE
 NM1319  USGS QUAD   -  OAKDALE (1963)
 NM1319
 NM1319                         *CURRENT SURVEY CONTROL
 NM1319  ___________________________________________________________________
 NM1319* NAD 83(1986)-  42 03 44.     (N)    097 53 28.     (W)     SCALED    
 NM1319* NAVD 88     -       513.767  (meters)    1685.58   (feet)  ADJUSTED  
 NM1319  ___________________________________________________________________
 NM1319  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 NM1319  DYNAMIC HT  -         513.562 (meters)    1684.91  (feet)  COMP
 NM1319  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 NM1319
 NM1319  VERT ORDER  -  SECOND    CLASS 0
 NM1319
 NM1319.The horizontal coordinates were scaled from a topographic map and have
 NM1319.an estimated accuracy of +/- 6 seconds.
 NM1319
 NM1319.The orthometric height was determined by differential leveling
 NM1319.and adjusted by the National Geodetic Survey in June 1991..
 NM1319
 NM1319.The geoid height was determined by GEOID03.
 NM1319
 NM1319.The dynamic height is computed by dividing the NAVD 88
 NM1319.geopotential number by the normal gravity value computed on the
 NM1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1319.degrees latitude (g = 980.6199 gals.).
 NM1319
 NM1319.The modeled gravity was interpolated from observed gravity values.
 NM1319
 NM1319;                    North         East    Units  Estimated Accuracy
 NM1319;SPC NE       -   249,600.      674,480.      MT  (+/- 180 meters Scaled)
 NM1319
 NM1319                          SUPERSEDED SURVEY CONTROL
 NM1319
 NM1319  NGVD 29 (??/??/92)  513.562  (m)         1684.91   (f) ADJ UNCH    2 0
 NM1319
 NM1319.Superseded values are not recommended for survey control.
 NM1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1319.See file dsdata.txt to determine how the superseded data were derived.
 NM1319
 NM1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM917572(NAD 83)
 NM1319_MARKER: R = RIVET
 NM1319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1319_SP_SET: BRIDGE
 NM1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1319
 NM1319  HISTORY     - Date     Condition        Report By
 NM1319  HISTORY     - UNK      MONUMENTED       CGS
 NM1319  HISTORY     - 1935     GOOD             NGS
 NM1319  HISTORY     - 1950     GOOD             NGS
 NM1319
 NM1319                          STATION DESCRIPTION
 NM1319
 NM1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NM1319'3.4 MI NW FROM TILDEN.
 NM1319'ON RAILROAD BRIDGE NO. 195, ON TOP OF BACK WALL, EAST ABUTMENT,
 NM1319'ON THE SOUTH SIDE OF TRACK.
 NM1319
 NM1319                          STATION RECOVERY (1950)
 NM1319
 NM1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 NM1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1325 ***********************************************************************
 NM1325  DESIGNATION -  RV 20
 NM1325  PID         -  NM1325
 NM1325  STATE/COUNTY-  NE/MADISON
 NM1325  USGS QUAD   -  TILDEN (1963)
 NM1325
 NM1325                         *CURRENT SURVEY CONTROL
 NM1325  ___________________________________________________________________
 NM1325* NAD 83(1986)-  42 03 14.     (N)    097 51 24.     (W)     SCALED    
 NM1325* NAVD 88     -       510.353  (meters)    1674.38   (feet)  ADJUSTED  
 NM1325  ___________________________________________________________________
 NM1325  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 NM1325  DYNAMIC HT  -         510.149 (meters)    1673.71  (feet)  COMP
 NM1325  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 NM1325
 NM1325  VERT ORDER  -  SECOND    CLASS 0
 NM1325
 NM1325.The horizontal coordinates were scaled from a topographic map and have
 NM1325.an estimated accuracy of +/- 6 seconds.
 NM1325
 NM1325.The orthometric height was determined by differential leveling
 NM1325.and adjusted by the National Geodetic Survey in June 1991..
 NM1325
 NM1325.The geoid height was determined by GEOID03.
 NM1325
 NM1325.The dynamic height is computed by dividing the NAVD 88
 NM1325.geopotential number by the normal gravity value computed on the
 NM1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1325.degrees latitude (g = 980.6199 gals.).
 NM1325
 NM1325.The modeled gravity was interpolated from observed gravity values.
 NM1325
 NM1325;                    North         East    Units  Estimated Accuracy
 NM1325;SPC NE       -   248,740.      677,360.      MT  (+/- 180 meters Scaled)
 NM1325
 NM1325                          SUPERSEDED SURVEY CONTROL
 NM1325
 NM1325  NGVD 29 (??/??/92)  510.142  (m)         1673.69   (f) ADJ UNCH    2 0
 NM1325
 NM1325.Superseded values are not recommended for survey control.
 NM1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1325.See file dsdata.txt to determine how the superseded data were derived.
 NM1325
 NM1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM946563(NAD 83)
 NM1325_MARKER: R = RIVET
 NM1325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1325_SP_SET: BRIDGE
 NM1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1325
 NM1325  HISTORY     - Date     Condition        Report By
 NM1325  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1325  HISTORY     - 1935     GOOD             NGS
 NM1325  HISTORY     - 1950     GOOD             NGS
 NM1325
 NM1325                          STATION DESCRIPTION
 NM1325
 NM1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NM1325'1.3 MI NW FROM TILDEN.
 NM1325'ON RAILROAD BRIDGE NO. 191, ON THE TOP OF BACK WALL OF THE EAST
 NM1325'ABUTMENT, ON THE SOUTH SIDE OF TRACK.
 NM1325
 NM1325                          STATION RECOVERY (1950)
 NM1325
 NM1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 NM1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1327 ***********************************************************************
 NM1327  DESIGNATION -  RV 21
 NM1327  PID         -  NM1327
 NM1327  STATE/COUNTY-  NE/MADISON
 NM1327  USGS QUAD   -  TILDEN (1963)
 NM1327
 NM1327                         *CURRENT SURVEY CONTROL
 NM1327  ___________________________________________________________________
 NM1327* NAD 83(1986)-  42 02 51.     (N)    097 49 53.     (W)     SCALED    
 NM1327* NAVD 88     -       511.794  (meters)    1679.11   (feet)  ADJUSTED  
 NM1327  ___________________________________________________________________
 NM1327  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 NM1327  DYNAMIC HT  -         511.588 (meters)    1678.43  (feet)  COMP
 NM1327  MODELED GRAV-     980,204.0   (mgal)                       NAVD 88
 NM1327
 NM1327  VERT ORDER  -  SECOND    CLASS 0
 NM1327
 NM1327.The horizontal coordinates were scaled from a topographic map and have
 NM1327.an estimated accuracy of +/- 6 seconds.
 NM1327
 NM1327.The orthometric height was determined by differential leveling
 NM1327.and adjusted by the National Geodetic Survey in June 1991..
 NM1327
 NM1327.The geoid height was determined by GEOID03.
 NM1327
 NM1327.The dynamic height is computed by dividing the NAVD 88
 NM1327.geopotential number by the normal gravity value computed on the
 NM1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1327.degrees latitude (g = 980.6199 gals.).
 NM1327
 NM1327.The modeled gravity was interpolated from observed gravity values.
 NM1327
 NM1327;                    North         East    Units  Estimated Accuracy
 NM1327;SPC NE       -   248,080.      679,470.      MT  (+/- 180 meters Scaled)
 NM1327
 NM1327                          SUPERSEDED SURVEY CONTROL
 NM1327
 NM1327  NGVD 29 (??/??/92)  511.588  (m)         1678.43   (f) ADJ UNCH    2 0
 NM1327
 NM1327.Superseded values are not recommended for survey control.
 NM1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1327.See file dsdata.txt to determine how the superseded data were derived.
 NM1327
 NM1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM967557(NAD 83)
 NM1327_MARKER: R = RIVET
 NM1327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1327_SP_SET: SIGNAL FOUNDATION
 NM1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1327
 NM1327  HISTORY     - Date     Condition        Report By
 NM1327  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1327  HISTORY     - 1935     GOOD             NGS
 NM1327  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1327
 NM1327                          STATION DESCRIPTION
 NM1327
 NM1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NM1327'IN TILDEN.
 NM1327'ON THE NORTH SIDE (TRACK SIDE) OF WIG-WAG SIGNAL FOUNDATION,
 NM1327'LOCATED IN THE CENTER OF STREET EAST OF THE STATION.
 NM1327
 NM1327                          STATION RECOVERY (1999)
 NM1327
 NM1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1327'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1330 ***********************************************************************
 NM1330  DESIGNATION -  RV 22
 NM1330  PID         -  NM1330
 NM1330  STATE/COUNTY-  NE/MADISON
 NM1330  USGS QUAD   -  TILDEN (1963)
 NM1330
 NM1330                         *CURRENT SURVEY CONTROL
 NM1330  ___________________________________________________________________
 NM1330* NAD 83(1986)-  42 02 08.     (N)    097 46 21.     (W)     SCALED    
 NM1330* NAVD 88     -       503.27   (+/-2cm)    1651.1    (feet)  VERTCON   
 NM1330  ___________________________________________________________________
 NM1330  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 NM1330
 NM1330  VERT ORDER  -  ? (See Below)
 NM1330
 NM1330.The horizontal coordinates were scaled from a topographic map and have
 NM1330.an estimated accuracy of +/- 6 seconds.
 NM1330
 NM1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 NM1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NM1330.The vertical order pertains to the NGVD 29 superseded value.
 NM1330
 NM1330.The geoid height was determined by GEOID03.
 NM1330
 NM1330;                    North         East    Units  Estimated Accuracy
 NM1330;SPC NE       -   246,880.      684,370.      MT  (+/- 180 meters Scaled)
 NM1330
 NM1330                          SUPERSEDED SURVEY CONTROL
 NM1330
 NM1330  NGVD 29 (??/??/92)  503.068  (m)         1650.48   (f) ADJ UNCH    ?  
 NM1330
 NM1330.Superseded values are not recommended for survey control.
 NM1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1330.See file dsdata.txt to determine how the superseded data were derived.
 NM1330
 NM1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM016544(NAD 83)
 NM1330_MARKER: R = RIVET
 NM1330_SETTING: 0 = UNSPECIFIED SETTING
 NM1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1330
 NM1330  HISTORY     - Date     Condition        Report By
 NM1330  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1330  HISTORY     - 1935     GOOD             NGS
 NM1330
 NM1330                          STATION DESCRIPTION
 NM1330
 NM1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NM1330'2.2 MI NW FROM MEADOW GROVE.
 NM1330'2.18 MILES NORTHWEST OF DEPOT.  ON BRIDGE NO. 178, ON MASONRY
 NM1330'HEADWALL, ON THE SOUTH SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1332 ***********************************************************************
 NM1332  DESIGNATION -  RV 23
 NM1332  PID         -  NM1332
 NM1332  STATE/COUNTY-  NE/MADISON
 NM1332  USGS QUAD   -  MEADOW GROVE (1963)
 NM1332
 NM1332                         *CURRENT SURVEY CONTROL
 NM1332  ___________________________________________________________________
 NM1332* NAD 83(1986)-  42 01 40.     (N)    097 44 08.     (W)     SCALED    
 NM1332* NAVD 88     -       499.401  (meters)    1638.45   (feet)  ADJUSTED  
 NM1332  ___________________________________________________________________
 NM1332  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 NM1332  DYNAMIC HT  -         499.199 (meters)    1637.79  (feet)  COMP
 NM1332  MODELED GRAV-     980,201.0   (mgal)                       NAVD 88
 NM1332
 NM1332  VERT ORDER  -  SECOND    CLASS 0
 NM1332
 NM1332.The horizontal coordinates were scaled from a topographic map and have
 NM1332.an estimated accuracy of +/- 6 seconds.
 NM1332
 NM1332.The orthometric height was determined by differential leveling
 NM1332.and adjusted by the National Geodetic Survey in June 1991..
 NM1332
 NM1332.The geoid height was determined by GEOID03.
 NM1332
 NM1332.The dynamic height is computed by dividing the NAVD 88
 NM1332.geopotential number by the normal gravity value computed on the
 NM1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1332.degrees latitude (g = 980.6199 gals.).
 NM1332
 NM1332.The modeled gravity was interpolated from observed gravity values.
 NM1332
 NM1332;                    North         East    Units  Estimated Accuracy
 NM1332;SPC NE       -   246,100.      687,450.      MT  (+/- 180 meters Scaled)
 NM1332
 NM1332                          SUPERSEDED SURVEY CONTROL
 NM1332
 NM1332  NGVD 29 (??/??/92)  499.204  (m)         1637.81   (f) ADJ UNCH    2 0
 NM1332
 NM1332.Superseded values are not recommended for survey control.
 NM1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1332.See file dsdata.txt to determine how the superseded data were derived.
 NM1332
 NM1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM046536(NAD 83)
 NM1332_MARKER: R = RIVET
 NM1332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1332_SP_SET: PEDESTAL
 NM1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1332
 NM1332  HISTORY     - Date     Condition        Report By
 NM1332  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1332  HISTORY     - 1935     GOOD             NGS
 NM1332  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1332
 NM1332                          STATION DESCRIPTION
 NM1332
 NM1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NM1332'AT MEADOW GROVE.
 NM1332'ON THE NORTHWEST PEDESTAL OF THE CHICAGO AND NORTH WESTERN
 NM1332'RAILROADS WATER TANK.
 NM1332
 NM1332                          STATION RECOVERY (1999)
 NM1332
 NM1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1332'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1334 ***********************************************************************
 NM1334  DESIGNATION -  RV 24
 NM1334  PID         -  NM1334
 NM1334  STATE/COUNTY-  NE/MADISON
 NM1334  USGS QUAD   -  MEADOW GROVE (1963)
 NM1334
 NM1334                         *CURRENT SURVEY CONTROL
 NM1334  ___________________________________________________________________
 NM1334* NAD 83(1986)-  42 01 00.     (N)    097 41 02.     (W)     SCALED    
 NM1334* NAVD 88     -       493.307  (meters)    1618.46   (feet)  ADJUSTED  
 NM1334  ___________________________________________________________________
 NM1334  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 NM1334  DYNAMIC HT  -         493.108 (meters)    1617.81  (feet)  COMP
 NM1334  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 NM1334
 NM1334  VERT ORDER  -  SECOND    CLASS 0
 NM1334
 NM1334.The horizontal coordinates were scaled from a topographic map and have
 NM1334.an estimated accuracy of +/- 6 seconds.
 NM1334
 NM1334.The orthometric height was determined by differential leveling
 NM1334.and adjusted by the National Geodetic Survey in June 1991..
 NM1334
 NM1334.The geoid height was determined by GEOID03.
 NM1334
 NM1334.The dynamic height is computed by dividing the NAVD 88
 NM1334.geopotential number by the normal gravity value computed on the
 NM1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1334.degrees latitude (g = 980.6199 gals.).
 NM1334
 NM1334.The modeled gravity was interpolated from observed gravity values.
 NM1334
 NM1334;                    North         East    Units  Estimated Accuracy
 NM1334;SPC NE       -   244,980.      691,760.      MT  (+/- 180 meters Scaled)
 NM1334
 NM1334                          SUPERSEDED SURVEY CONTROL
 NM1334
 NM1334  NGVD 29 (??/??/92)  493.114  (m)         1617.82   (f) ADJ UNCH    2 0
 NM1334
 NM1334.Superseded values are not recommended for survey control.
 NM1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1334.See file dsdata.txt to determine how the superseded data were derived.
 NM1334
 NM1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM089524(NAD 83)
 NM1334_MARKER: R = RIVET
 NM1334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1334_SP_SET: BRIDGE
 NM1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1334
 NM1334  HISTORY     - Date     Condition        Report By
 NM1334  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1334  HISTORY     - 1935     GOOD             NGS
 NM1334
 NM1334                          STATION DESCRIPTION
 NM1334
 NM1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NM1334'4.5 MI NW FROM BATTLE CREEK.
 NM1334'4.52 MILES NORTHWEST OF DEPOT.  ON BRIDGE NO. 166, ON THE EAST
 NM1334'WING WALL, ON THE SOUTH SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1337 ***********************************************************************
 NM1337  DESIGNATION -  RV 25
 NM1337  PID         -  NM1337
 NM1337  STATE/COUNTY-  NE/MADISON
 NM1337  USGS QUAD   -  PIERCE SE (1976)
 NM1337
 NM1337                         *CURRENT SURVEY CONTROL
 NM1337  ___________________________________________________________________
 NM1337* NAD 83(1986)-  42 00 07.     (N)    097 36 01.     (W)     SCALED    
 NM1337* NAVD 88     -       484.409  (meters)    1589.27   (feet)  ADJUSTED  
 NM1337  ___________________________________________________________________
 NM1337  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 NM1337  DYNAMIC HT  -         484.218 (meters)    1588.64  (feet)  COMP
 NM1337  MODELED GRAV-     980,211.3   (mgal)                       NAVD 88
 NM1337
 NM1337  VERT ORDER  -  SECOND    CLASS 0
 NM1337
 NM1337.The horizontal coordinates were scaled from a topographic map and have
 NM1337.an estimated accuracy of +/- 6 seconds.
 NM1337
 NM1337.The orthometric height was determined by differential leveling
 NM1337.and adjusted by the National Geodetic Survey in June 1991..
 NM1337
 NM1337.The geoid height was determined by GEOID03.
 NM1337
 NM1337.The dynamic height is computed by dividing the NAVD 88
 NM1337.geopotential number by the normal gravity value computed on the
 NM1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1337.degrees latitude (g = 980.6199 gals.).
 NM1337
 NM1337.The modeled gravity was interpolated from observed gravity values.
 NM1337
 NM1337;                    North         East    Units  Estimated Accuracy
 NM1337;SPC NE       -   243,530.      698,730.      MT  (+/- 180 meters Scaled)
 NM1337
 NM1337                          SUPERSEDED SURVEY CONTROL
 NM1337
 NM1337  NGVD 29 (??/??/92)  484.224  (m)         1588.66   (f) ADJ UNCH    2 0
 NM1337
 NM1337.Superseded values are not recommended for survey control.
 NM1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1337.See file dsdata.txt to determine how the superseded data were derived.
 NM1337
 NM1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM159509(NAD 83)
 NM1337_MARKER: R = RIVET
 NM1337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1337_SP_SET: SIGNAL FOUNDATION
 NM1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1337
 NM1337  HISTORY     - Date     Condition        Report By
 NM1337  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1337  HISTORY     - 1935     GOOD             NGS
 NM1337
 NM1337                          STATION DESCRIPTION
 NM1337
 NM1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NM1337'AT BATTLE CREEK.
 NM1337'AT THE CHICAGO AND NORTH WESTERN DEPOT.  ON THE TRAIN ORDER
 NM1337'SIGNAL FOUNDATION IN FRONT OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1339 ***********************************************************************
 NM1339  DESIGNATION -  RV 26
 NM1339  PID         -  NM1339
 NM1339  STATE/COUNTY-  NE/MADISON
 NM1339  USGS QUAD   -  PIERCE SE (1976)
 NM1339
 NM1339                         *CURRENT SURVEY CONTROL
 NM1339  ___________________________________________________________________
 NM1339* NAD 83(1986)-  42 00 33.     (N)    097 32 46.     (W)     SCALED    
 NM1339* NAVD 88     -       475.327  (meters)    1559.47   (feet)  ADJUSTED  
 NM1339  ___________________________________________________________________
 NM1339  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 NM1339  DYNAMIC HT  -         475.138 (meters)    1558.85  (feet)  COMP
 NM1339  MODELED GRAV-     980,209.7   (mgal)                       NAVD 88
 NM1339
 NM1339  VERT ORDER  -  SECOND    CLASS 0
 NM1339
 NM1339.The horizontal coordinates were scaled from a topographic map and have
 NM1339.an estimated accuracy of +/- 6 seconds.
 NM1339
 NM1339.The orthometric height was determined by differential leveling
 NM1339.and adjusted by the National Geodetic Survey in June 1991..
 NM1339
 NM1339.The geoid height was determined by GEOID03.
 NM1339
 NM1339.The dynamic height is computed by dividing the NAVD 88
 NM1339.geopotential number by the normal gravity value computed on the
 NM1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1339.degrees latitude (g = 980.6199 gals.).
 NM1339
 NM1339.The modeled gravity was interpolated from observed gravity values.
 NM1339
 NM1339;                    North         East    Units  Estimated Accuracy
 NM1339;SPC NE       -   244,460.      703,190.      MT  (+/- 180 meters Scaled)
 NM1339
 NM1339                          SUPERSEDED SURVEY CONTROL
 NM1339
 NM1339  NGVD 29 (??/??/92)  475.148  (m)         1558.88   (f) ADJ UNCH    2 0
 NM1339
 NM1339.Superseded values are not recommended for survey control.
 NM1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1339.See file dsdata.txt to determine how the superseded data were derived.
 NM1339
 NM1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM203518(NAD 83)
 NM1339_MARKER: R = RIVET
 NM1339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1339_SP_SET: BRIDGE
 NM1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1339
 NM1339  HISTORY     - Date     Condition        Report By
 NM1339  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1339  HISTORY     - 1935     GOOD             NGS
 NM1339
 NM1339                          STATION DESCRIPTION
 NM1339
 NM1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NM1339'2.8 MI E FROM BATTLE CREEK.
 NM1339'ON BRIDGE NO. 155, ON THE TOP OF BACK WALL OF THE EAST ABUTMENT,
 NM1339'ON THE SOUTH SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1342 ***********************************************************************
 NM1342  DESIGNATION -  RV 27
 NM1342  PID         -  NM1342
 NM1342  STATE/COUNTY-  NE/MADISON
 NM1342  USGS QUAD   -  NORFOLK (1976)
 NM1342
 NM1342                         *CURRENT SURVEY CONTROL
 NM1342  ___________________________________________________________________
 NM1342* NAD 83(1986)-  42 00 33.     (N)    097 29 05.     (W)     SCALED    
 NM1342* NAVD 88     -       470.299  (meters)    1542.97   (feet)  ADJUSTED  
 NM1342  ___________________________________________________________________
 NM1342  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 NM1342  DYNAMIC HT  -         470.112 (meters)    1542.36  (feet)  COMP
 NM1342  MODELED GRAV-     980,209.8   (mgal)                       NAVD 88
 NM1342
 NM1342  VERT ORDER  -  SECOND    CLASS 0
 NM1342
 NM1342.The horizontal coordinates were scaled from a topographic map and have
 NM1342.an estimated accuracy of +/- 6 seconds.
 NM1342
 NM1342.The orthometric height was determined by differential leveling
 NM1342.and adjusted by the National Geodetic Survey in June 1991..
 NM1342
 NM1342.The geoid height was determined by GEOID03.
 NM1342
 NM1342.The dynamic height is computed by dividing the NAVD 88
 NM1342.geopotential number by the normal gravity value computed on the
 NM1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1342.degrees latitude (g = 980.6199 gals.).
 NM1342
 NM1342.The modeled gravity was interpolated from observed gravity values.
 NM1342
 NM1342;                    North         East    Units  Estimated Accuracy
 NM1342;SPC NE       -   244,610.      708,270.      MT  (+/- 180 meters Scaled)
 NM1342
 NM1342                          SUPERSEDED SURVEY CONTROL
 NM1342
 NM1342  NGVD 29 (??/??/92)  470.124  (m)         1542.40   (f) ADJ UNCH    2 0
 NM1342
 NM1342.Superseded values are not recommended for survey control.
 NM1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1342.See file dsdata.txt to determine how the superseded data were derived.
 NM1342
 NM1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM254519(NAD 83)
 NM1342_MARKER: R = RIVET
 NM1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1342_SP_SET: BRIDGE
 NM1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1342
 NM1342  HISTORY     - Date     Condition        Report By
 NM1342  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1342  HISTORY     - 1935     GOOD             NGS
 NM1342
 NM1342                          STATION DESCRIPTION
 NM1342
 NM1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NM1342'4.6 MI W FROM NORFOLK.
 NM1342'ON BRIDGE NO. 147, ON THE TOP BACK WALL COURSE OF THE EAST
 NM1342'ABUTMENT, ON THE NORTH SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1226 ***********************************************************************
 NM1226  DESIGNATION -  RV 28
 NM1226  PID         -  NM1226
 NM1226  STATE/COUNTY-  NE/MADISON
 NM1226  USGS QUAD   -  NORFOLK (1976)
 NM1226
 NM1226                         *CURRENT SURVEY CONTROL
 NM1226  ___________________________________________________________________
 NM1226* NAD 83(1986)-  42 00 54.     (N)    097 24 30.     (W)     SCALED    
 NM1226* NAVD 88     -       463.140  (meters)    1519.49   (feet)  ADJUSTED  
 NM1226  ___________________________________________________________________
 NM1226  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 NM1226  DYNAMIC HT  -         462.958 (meters)    1518.89  (feet)  COMP
 NM1226  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 NM1226
 NM1226  VERT ORDER  -  FIRST     CLASS II
 NM1226
 NM1226.The horizontal coordinates were scaled from a topographic map and have
 NM1226.an estimated accuracy of +/- 6 seconds.
 NM1226
 NM1226.The orthometric height was determined by differential leveling
 NM1226.and adjusted by the National Geodetic Survey in June 1991..
 NM1226
 NM1226.The geoid height was determined by GEOID03.
 NM1226
 NM1226.The dynamic height is computed by dividing the NAVD 88
 NM1226.geopotential number by the normal gravity value computed on the
 NM1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1226.degrees latitude (g = 980.6199 gals.).
 NM1226
 NM1226.The modeled gravity was interpolated from observed gravity values.
 NM1226
 NM1226;                    North         East    Units  Estimated Accuracy
 NM1226;SPC NE       -   245,440.      714,570.      MT  (+/- 180 meters Scaled)
 NM1226
 NM1226                          SUPERSEDED SURVEY CONTROL
 NM1226
 NM1226  NGVD 29 (??/??/92)  462.958  (m)         1518.89   (f) ADJ UNCH    1 2
 NM1226
 NM1226.Superseded values are not recommended for survey control.
 NM1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1226.See file dsdata.txt to determine how the superseded data were derived.
 NM1226
 NM1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM317526(NAD 83)
 NM1226_MARKER: R = RIVET
 NM1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1226_SP_SET: LAMP POST BASE
 NM1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1226
 NM1226  HISTORY     - Date     Condition        Report By
 NM1226  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1226  HISTORY     - 1934     GOOD             NGS
 NM1226  HISTORY     - 1947     GOOD             NGS
 NM1226
 NM1226                          STATION DESCRIPTION
 NM1226
 NM1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NM1226'AT NORFOLK.
 NM1226'AT NORFOLK, MADISON COUNTY, 0.1 MI E OF THE S NORFOLK STATION OF
 NM1226'THE CHICAGO AND NORTH WESTERN RAILWAY, IN FRONT OF THE TWO-STORY
 NM1226'BRICK OFFICE BUILDING USED BY THE RAILWAY COMPANY, AT THE S
 NM1226'ENTRANCE, 21.8 FT N OF THE N RAIL OF THE N TRACK, 12.5 FT W OF
 NM1226'THE CONCRETE STEPS AT THE S ENTRANCE TO THE OFFICE BUILDING, 9.5
 NM1226'FT S OF THE S WALL, AT A LAMP POST, IN THE TOP OF THE SE CORNER
 NM1226'OF THE CONCRETE BASE, AND ABOUT 1 FOOT HIGHER THAN THE GROUND.
 NM1226'A STANDARD MONEL-METAL RIVET.
 NM1226
 NM1226                          STATION RECOVERY (1947)
 NM1226
 NM1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 NM1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1219 ***********************************************************************
 NM1219  DESIGNATION -  RV 29
 NM1219  PID         -  NM1219
 NM1219  STATE/COUNTY-  NE/MADISON
 NM1219  USGS QUAD   -  NORFOLK (1976)
 NM1219
 NM1219                         *CURRENT SURVEY CONTROL
 NM1219  ___________________________________________________________________
 NM1219* NAD 83(1986)-  42 00 58.     (N)    097 23 08.     (W)     SCALED    
 NM1219* NAVD 88     -       459.571  (meters)    1507.78   (feet)  ADJUSTED  
 NM1219  ___________________________________________________________________
 NM1219  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 NM1219  DYNAMIC HT  -         459.391 (meters)    1507.19  (feet)  COMP
 NM1219  MODELED GRAV-     980,217.2   (mgal)                       NAVD 88
 NM1219
 NM1219  VERT ORDER  -  SECOND    CLASS 0
 NM1219
 NM1219.The horizontal coordinates were scaled from a topographic map and have
 NM1219.an estimated accuracy of +/- 6 seconds.
 NM1219
 NM1219.The orthometric height was determined by differential leveling
 NM1219.and adjusted by the National Geodetic Survey in June 1991..
 NM1219
 NM1219.The geoid height was determined by GEOID03.
 NM1219
 NM1219.The dynamic height is computed by dividing the NAVD 88
 NM1219.geopotential number by the normal gravity value computed on the
 NM1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1219.degrees latitude (g = 980.6199 gals.).
 NM1219
 NM1219.The modeled gravity was interpolated from observed gravity values.
 NM1219
 NM1219;                    North         East    Units  Estimated Accuracy
 NM1219;SPC NE       -   245,620.      716,460.      MT  (+/- 180 meters Scaled)
 NM1219
 NM1219                          SUPERSEDED SURVEY CONTROL
 NM1219
 NM1219  NGVD 29 (??/??/92)  459.389  (m)         1507.18   (f) ADJ UNCH    2 0
 NM1219
 NM1219.Superseded values are not recommended for survey control.
 NM1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1219.See file dsdata.txt to determine how the superseded data were derived.
 NM1219
 NM1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM336528(NAD 83)
 NM1219_MARKER: R = RIVET
 NM1219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1219_SP_SET: PIER
 NM1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1219
 NM1219  HISTORY     - Date     Condition        Report By
 NM1219  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1219  HISTORY     - 1934     GOOD             NGS
 NM1219
 NM1219                          STATION DESCRIPTION
 NM1219
 NM1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NM1219'1.2 MI E FROM NORFOLK.
 NM1219'1.2 MI E ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 NM1219'STATION AT NORFOLK, MADISON COUNTY, AT BRIDGE 131, IN THE TOP OF
 NM1219'THE S END OF THE E CONCRETE PIER, AND S OF THE S RAIL.  A STANDARD
 NM1219'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0239 ***********************************************************************
 NN0239  DESIGNATION -  RV 3
 NN0239  PID         -  NN0239
 NN0239  STATE/COUNTY-  NE/HOLT
 NN0239  USGS QUAD   -  INMAN (1986)
 NN0239
 NN0239                         *CURRENT SURVEY CONTROL
 NN0239  ___________________________________________________________________
 NN0239* NAD 83(1986)-  42 24 38.     (N)    098 34 08.     (W)     SCALED    
 NN0239* NAVD 88     -       592.666  (meters)    1944.44   (feet)  ADJUSTED  
 NN0239  ___________________________________________________________________
 NN0239  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 NN0239  DYNAMIC HT  -         592.442 (meters)    1943.70  (feet)  COMP
 NN0239  MODELED GRAV-     980,224.2   (mgal)                       NAVD 88
 NN0239
 NN0239  VERT ORDER  -  SECOND    CLASS 0
 NN0239
 NN0239.The horizontal coordinates were scaled from a topographic map and have
 NN0239.an estimated accuracy of +/- 6 seconds.
 NN0239
 NN0239.The orthometric height was determined by differential leveling
 NN0239.and adjusted by the National Geodetic Survey in June 1991..
 NN0239
 NN0239.The geoid height was determined by GEOID03.
 NN0239
 NN0239.The dynamic height is computed by dividing the NAVD 88
 NN0239.geopotential number by the normal gravity value computed on the
 NN0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0239.degrees latitude (g = 980.6199 gals.).
 NN0239
 NN0239.The modeled gravity was interpolated from observed gravity values.
 NN0239
 NN0239;                    North         East    Units  Estimated Accuracy
 NN0239;SPC NE       -   287,120.      617,770.      MT  (+/- 180 meters Scaled)
 NN0239
 NN0239                          SUPERSEDED SURVEY CONTROL
 NN0239
 NN0239  NGVD 29 (??/??/92)  592.465  (m)         1943.78   (f) ADJ UNCH    2 0
 NN0239
 NN0239.Superseded values are not recommended for survey control.
 NN0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0239.See file dsdata.txt to determine how the superseded data were derived.
 NN0239
 NN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM354954(NAD 83)
 NN0239_MARKER: R = RIVET
 NN0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0239_SP_SET: WALL
 NN0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0239
 NN0239  HISTORY     - Date     Condition        Report By
 NN0239  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0239  HISTORY     - 1935     GOOD             NGS
 NN0239
 NN0239                          STATION DESCRIPTION
 NN0239
 NN0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NN0239'5 MI SE FROM O NEILL.
 NN0239'5.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0239'FROM THE STATION AT O NEILL, HOLT COUNTY, AT BRIDGE 283-3/4, ON
 NN0239'THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF THE EAST CONCRETE
 NN0239'BENCH WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1185 ***********************************************************************
 MK1185  DESIGNATION -  RV 31
 MK1185  PID         -  MK1185
 MK1185  STATE/COUNTY-  NE/STANTON
 MK1185  USGS QUAD   -  STANTON (1976)
 MK1185
 MK1185                         *CURRENT SURVEY CONTROL
 MK1185  ___________________________________________________________________
 MK1185* NAD 83(1986)-  41 56 39.     (N)    097 13 58.     (W)     SCALED    
 MK1185* NAVD 88     -       446.590  (meters)    1465.19   (feet)  ADJUSTED  
 MK1185  ___________________________________________________________________
 MK1185  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 MK1185  DYNAMIC HT  -         446.425 (meters)    1464.65  (feet)  COMP
 MK1185  MODELED GRAV-     980,239.8   (mgal)                       NAVD 88
 MK1185
 MK1185  VERT ORDER  -  SECOND    CLASS 0
 MK1185
 MK1185.The horizontal coordinates were scaled from a topographic map and have
 MK1185.an estimated accuracy of +/- 6 seconds.
 MK1185
 MK1185.The orthometric height was determined by differential leveling
 MK1185.and adjusted by the National Geodetic Survey in June 1991..
 MK1185
 MK1185.The geoid height was determined by GEOID03.
 MK1185
 MK1185.The dynamic height is computed by dividing the NAVD 88
 MK1185.geopotential number by the normal gravity value computed on the
 MK1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1185.degrees latitude (g = 980.6199 gals.).
 MK1185
 MK1185.The modeled gravity was interpolated from observed gravity values.
 MK1185
 MK1185;                    North         East    Units  Estimated Accuracy
 MK1185;SPC NE       -   238,030.      729,360.      MT  (+/- 180 meters Scaled)
 MK1185
 MK1185                          SUPERSEDED SURVEY CONTROL
 MK1185
 MK1185  NGVD 29 (??/??/92)  446.423  (m)         1464.64   (f) ADJ UNCH    2 0
 MK1185
 MK1185.Superseded values are not recommended for survey control.
 MK1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1185.See file dsdata.txt to determine how the superseded data were derived.
 MK1185
 MK1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM464450(NAD 83)
 MK1185_MARKER: R = RIVET
 MK1185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1185_SP_SET: BRIDGE
 MK1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1185
 MK1185  HISTORY     - Date     Condition        Report By
 MK1185  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1185  HISTORY     - 1935     GOOD             NGS
 MK1185
 MK1185                          STATION DESCRIPTION
 MK1185
 MK1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1185'0.6 MI W FROM STANTON.
 MK1185'0.6 MILES WEST OF DEPOT BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK1185'WESTERN RAILROAD BETWEEN STANTON AND NORFOLK, ON TOP OF SOUTH
 MK1185'MASONRY HEADWALL OF BRIDGE NO. 113.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1183 ***********************************************************************
 MK1183  DESIGNATION -  RV 32
 MK1183  PID         -  MK1183
 MK1183  STATE/COUNTY-  NE/STANTON
 MK1183  USGS QUAD   -  STANTON (1976)
 MK1183
 MK1183                         *CURRENT SURVEY CONTROL
 MK1183  ___________________________________________________________________
 MK1183* NAD 83(1986)-  41 58 01.     (N)    097 11 14.     (W)     SCALED    
 MK1183* NAVD 88     -       444.15   (+/-2cm)    1457.2    (feet)  VERTCON   
 MK1183  ___________________________________________________________________
 MK1183  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 MK1183
 MK1183  VERT ORDER  -  ? (See Below)
 MK1183
 MK1183.The horizontal coordinates were scaled from a topographic map and have
 MK1183.an estimated accuracy of +/- 6 seconds.
 MK1183
 MK1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1183.The vertical order pertains to the NGVD 29 superseded value.
 MK1183
 MK1183.The geoid height was determined by GEOID03.
 MK1183
 MK1183;                    North         East    Units  Estimated Accuracy
 MK1183;SPC NE       -   240,680.      733,050.      MT  (+/- 180 meters Scaled)
 MK1183
 MK1183                          SUPERSEDED SURVEY CONTROL
 MK1183
 MK1183  NGVD 29 (??/??/92)  443.984  (m)         1456.64   (f) ADJ UNCH    ?  
 MK1183
 MK1183.Superseded values are not recommended for survey control.
 MK1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1183.See file dsdata.txt to determine how the superseded data were derived.
 MK1183
 MK1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM502476(NAD 83)
 MK1183_MARKER: R = RIVET
 MK1183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1183_SP_SET: BRIDGE ABUTMENT
 MK1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1183
 MK1183  HISTORY     - Date     Condition        Report By
 MK1183  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1183  HISTORY     - 1935     GOOD             NGS
 MK1183
 MK1183                          STATION DESCRIPTION
 MK1183
 MK1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1183'2.2 MI E FROM STANTON.
 MK1183'2.2 MILES EAST OF DEPOT BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK1183'WESTERN RAILROAD BETWEEN PILGER AND NORFOLK, ON THE SOUTH END OF
 MK1183'THE SECOND STEP OF BACKWALL, EAST CONCRETE ABUTMENT OF BRIDGE
 MK1183'NO. 106.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1214 ***********************************************************************
 NM1214  DESIGNATION -  RV 34
 NM1214  PID         -  NM1214
 NM1214  STATE/COUNTY-  NE/STANTON
 NM1214  USGS QUAD   -  PILGER (1963)
 NM1214
 NM1214                         *CURRENT SURVEY CONTROL
 NM1214  ___________________________________________________________________
 NM1214* NAD 83(1986)-  42 00 23.     (N)    097 03 22.     (W)     SCALED    
 NM1214* NAVD 88     -       429.691  (meters)    1409.74   (feet)  ADJUSTED  
 NM1214  ___________________________________________________________________
 NM1214  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 NM1214  DYNAMIC HT  -         429.537 (meters)    1409.24  (feet)  COMP
 NM1214  MODELED GRAV-     980,251.5   (mgal)                       NAVD 88
 NM1214
 NM1214  VERT ORDER  -  SECOND    CLASS 0
 NM1214
 NM1214.The horizontal coordinates were scaled from a topographic map and have
 NM1214.an estimated accuracy of +/- 6 seconds.
 NM1214
 NM1214.The orthometric height was determined by differential leveling
 NM1214.and adjusted by the National Geodetic Survey in June 1991..
 NM1214
 NM1214.The geoid height was determined by GEOID03.
 NM1214
 NM1214.The dynamic height is computed by dividing the NAVD 88
 NM1214.geopotential number by the normal gravity value computed on the
 NM1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1214.degrees latitude (g = 980.6199 gals.).
 NM1214
 NM1214.The modeled gravity was interpolated from observed gravity values.
 NM1214
 NM1214;                    North         East    Units  Estimated Accuracy
 NM1214;SPC NE       -   245,420.      743,760.      MT  (+/- 180 meters Scaled)
 NM1214
 NM1214                          SUPERSEDED SURVEY CONTROL
 NM1214
 NM1214  NGVD 29 (??/??/92)  429.532  (m)         1409.22   (f) ADJ UNCH    2 0
 NM1214
 NM1214.Superseded values are not recommended for survey control.
 NM1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1214.See file dsdata.txt to determine how the superseded data were derived.
 NM1214
 NM1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM609523(NAD 83)
 NM1214_MARKER: R = RIVET
 NM1214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NM1214_SP_SET: PIER BASE
 NM1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NM1214
 NM1214  HISTORY     - Date     Condition        Report By
 NM1214  HISTORY     - UNK      MONUMENTED       CNWRR
 NM1214  HISTORY     - 1935     GOOD             NGS
 NM1214
 NM1214                          STATION DESCRIPTION
 NM1214
 NM1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NM1214'AT PILGER.
 NM1214'AT PILGER, STANTON COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NM1214'RAILWAY, 490 FT W OF THE STATION, AT THE WATER TOWER, AND IN THE
 NM1214'TOP OF THE N END OF THE CONCRETE BASE OF THE LONG E CENTER PIER.
 NM1214'A STANDARD MONEL-METAL RIVET.  NOTE-- WATER TOWER HAS BEEN REMOVED
 NM1214'IN WHICH TABLET WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1089 ***********************************************************************
 MK1089  DESIGNATION -  RV 35
 MK1089  PID         -  MK1089
 MK1089  STATE/COUNTY-  NE/CUMING
 MK1089  USGS QUAD   -  WISNER (1963)
 MK1089
 MK1089                         *CURRENT SURVEY CONTROL
 MK1089  ___________________________________________________________________
 MK1089* NAD 83(1986)-  41 59 10.     (N)    096 54 50.     (W)     SCALED    
 MK1089* NAVD 88     -       421.035  (meters)    1381.35   (feet)  ADJUSTED  
 MK1089  ___________________________________________________________________
 MK1089  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 MK1089  DYNAMIC HT  -         420.878 (meters)    1380.83  (feet)  COMP
 MK1089  MODELED GRAV-     980,237.0   (mgal)                       NAVD 88
 MK1089
 MK1089  VERT ORDER  -  SECOND    CLASS 0
 MK1089
 MK1089.The horizontal coordinates were scaled from a topographic map and have
 MK1089.an estimated accuracy of +/- 6 seconds.
 MK1089
 MK1089.The orthometric height was determined by differential leveling
 MK1089.and adjusted by the National Geodetic Survey in June 1991..
 MK1089
 MK1089.The geoid height was determined by GEOID03.
 MK1089
 MK1089.The dynamic height is computed by dividing the NAVD 88
 MK1089.geopotential number by the normal gravity value computed on the
 MK1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1089.degrees latitude (g = 980.6199 gals.).
 MK1089
 MK1089.The modeled gravity was interpolated from observed gravity values.
 MK1089
 MK1089;                    North         East    Units  Estimated Accuracy
 MK1089;SPC NE       -   243,580.      755,610.      MT  (+/- 180 meters Scaled)
 MK1089
 MK1089                          SUPERSEDED SURVEY CONTROL
 MK1089
 MK1089  NGVD 29 (??/??/92)  420.875  (m)         1380.82   (f) ADJ UNCH    2 0
 MK1089
 MK1089.Superseded values are not recommended for survey control.
 MK1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1089.See file dsdata.txt to determine how the superseded data were derived.
 MK1089
 MK1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM728503(NAD 83)
 MK1089_MARKER: R = RIVET
 MK1089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1089_SP_SET: CONCRETE FOUNDATION
 MK1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1089
 MK1089  HISTORY     - Date     Condition        Report By
 MK1089  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1089  HISTORY     - 1935     GOOD             NGS
 MK1089  HISTORY     - 1962     MARK NOT FOUND   NGS
 MK1089
 MK1089                          STATION DESCRIPTION
 MK1089
 MK1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1089'AT WISNER.
 MK1089'ON THE TRAIN ORDER SIGNAL FOUNDATION IN FRONT OF THE CHICAGO
 MK1089'AND NORTH WESTERN RAILROAD DEPOT.
 MK1089
 MK1089                          STATION RECOVERY (1962)
 MK1089
 MK1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MK1089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1086 ***********************************************************************
 MK1086  DESIGNATION -  RV 36
 MK1086  PID         -  MK1086
 MK1086  STATE/COUNTY-  NE/CUMING
 MK1086  USGS QUAD   -  WISNER (1963)
 MK1086
 MK1086                         *CURRENT SURVEY CONTROL
 MK1086  ___________________________________________________________________
 MK1086* NAD 83(1986)-  41 58 13.     (N)    096 53 17.     (W)     SCALED    
 MK1086* NAVD 88     -       416.402  (meters)    1366.15   (feet)  ADJUSTED  
 MK1086  ___________________________________________________________________
 MK1086  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 MK1086  DYNAMIC HT  -         416.246 (meters)    1365.63  (feet)  COMP
 MK1086  MODELED GRAV-     980,234.3   (mgal)                       NAVD 88
 MK1086
 MK1086  VERT ORDER  -  SECOND    CLASS 0
 MK1086
 MK1086.The horizontal coordinates were scaled from a topographic map and have
 MK1086.an estimated accuracy of +/- 6 seconds.
 MK1086
 MK1086.The orthometric height was determined by differential leveling
 MK1086.and adjusted by the National Geodetic Survey in June 1991..
 MK1086
 MK1086.The geoid height was determined by GEOID03.
 MK1086
 MK1086.The dynamic height is computed by dividing the NAVD 88
 MK1086.geopotential number by the normal gravity value computed on the
 MK1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1086.degrees latitude (g = 980.6199 gals.).
 MK1086
 MK1086.The modeled gravity was interpolated from observed gravity values.
 MK1086
 MK1086;                    North         East    Units  Estimated Accuracy
 MK1086;SPC NE       -   241,900.      757,810.      MT  (+/- 180 meters Scaled)
 MK1086
 MK1086                          SUPERSEDED SURVEY CONTROL
 MK1086
 MK1086  NGVD 29 (??/??/92)  416.244  (m)         1365.63   (f) ADJ UNCH    2 0
 MK1086
 MK1086.Superseded values are not recommended for survey control.
 MK1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1086.See file dsdata.txt to determine how the superseded data were derived.
 MK1086
 MK1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM749486(NAD 83)
 MK1086_MARKER: R = RIVET
 MK1086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1086_SP_SET: BRIDGE
 MK1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1086
 MK1086  HISTORY     - Date     Condition        Report By
 MK1086  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1086  HISTORY     - 1935     GOOD             NGS
 MK1086
 MK1086                          STATION DESCRIPTION
 MK1086
 MK1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1086'1.8 MI SE FROM WISNER.
 MK1086'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN BEEMER
 MK1086'AND WISNER, ON THE SOUTHWEST MASONRY HEADWALL OF BRIDGE NO. 85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1084 ***********************************************************************
 MK1084  DESIGNATION -  RV 37
 MK1084  PID         -  MK1084
 MK1084  STATE/COUNTY-  NE/CUMING
 MK1084  USGS QUAD   -  BEEMER (1966)
 MK1084
 MK1084                         *CURRENT SURVEY CONTROL
 MK1084  ___________________________________________________________________
 MK1084* NAD 83(1986)-  41 56 51.     (N)    096 50 57.     (W)     SCALED    
 MK1084* NAVD 88     -       412.065  (meters)    1351.92   (feet)  ADJUSTED  
 MK1084  ___________________________________________________________________
 MK1084  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 MK1084  DYNAMIC HT  -         411.910 (meters)    1351.41  (feet)  COMP
 MK1084  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 MK1084
 MK1084  VERT ORDER  -  SECOND    CLASS 0
 MK1084
 MK1084.The horizontal coordinates were scaled from a topographic map and have
 MK1084.an estimated accuracy of +/- 6 seconds.
 MK1084
 MK1084.The orthometric height was determined by differential leveling
 MK1084.and adjusted by the National Geodetic Survey in June 1991..
 MK1084
 MK1084.The geoid height was determined by GEOID03.
 MK1084
 MK1084.The dynamic height is computed by dividing the NAVD 88
 MK1084.geopotential number by the normal gravity value computed on the
 MK1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1084.degrees latitude (g = 980.6199 gals.).
 MK1084
 MK1084.The modeled gravity was interpolated from observed gravity values.
 MK1084
 MK1084;                    North         East    Units  Estimated Accuracy
 MK1084;SPC NE       -   239,490.      761,120.      MT  (+/- 180 meters Scaled)
 MK1084
 MK1084                          SUPERSEDED SURVEY CONTROL
 MK1084
 MK1084  NGVD 29 (??/??/92)  411.909  (m)         1351.40   (f) ADJ UNCH    2 0
 MK1084
 MK1084.Superseded values are not recommended for survey control.
 MK1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1084.See file dsdata.txt to determine how the superseded data were derived.
 MK1084
 MK1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM782461(NAD 83)
 MK1084_MARKER: R = RIVET
 MK1084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1084_SP_SET: BRIDGE
 MK1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1084
 MK1084  HISTORY     - Date     Condition        Report By
 MK1084  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1084  HISTORY     - 1935     GOOD             NGS
 MK1084
 MK1084                          STATION DESCRIPTION
 MK1084
 MK1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1084'2.4 MI NW FROM BEEMER.
 MK1084'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN BEEMER
 MK1084'AND WISNER, ON THE SOUTHWEST MASONRY HEADWALL OF BRIDGE NO. 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1081 ***********************************************************************
 MK1081  DESIGNATION -  RV 38
 MK1081  PID         -  MK1081
 MK1081  STATE/COUNTY-  NE/CUMING
 MK1081  USGS QUAD   -  BEEMER (1966)
 MK1081
 MK1081                         *CURRENT SURVEY CONTROL
 MK1081  ___________________________________________________________________
 MK1081* NAD 83(1986)-  41 55 40.     (N)    096 48 43.     (W)     SCALED    
 MK1081* NAVD 88     -       409.155  (meters)    1342.37   (feet)  ADJUSTED  
 MK1081  ___________________________________________________________________
 MK1081  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 MK1081  DYNAMIC HT  -         409.001 (meters)    1341.86  (feet)  COMP
 MK1081  MODELED GRAV-     980,233.8   (mgal)                       NAVD 88
 MK1081
 MK1081  VERT ORDER  -  SECOND    CLASS 0
 MK1081
 MK1081.The horizontal coordinates were scaled from a topographic map and have
 MK1081.an estimated accuracy of +/- 6 seconds.
 MK1081
 MK1081.The orthometric height was determined by differential leveling
 MK1081.and adjusted by the National Geodetic Survey in June 1991..
 MK1081
 MK1081.The geoid height was determined by GEOID03.
 MK1081
 MK1081.The dynamic height is computed by dividing the NAVD 88
 MK1081.geopotential number by the normal gravity value computed on the
 MK1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1081.degrees latitude (g = 980.6199 gals.).
 MK1081
 MK1081.The modeled gravity was interpolated from observed gravity values.
 MK1081
 MK1081;                    North         East    Units  Estimated Accuracy
 MK1081;SPC NE       -   237,410.      764,290.      MT  (+/- 180 meters Scaled)
 MK1081
 MK1081                          SUPERSEDED SURVEY CONTROL
 MK1081
 MK1081  NGVD 29 (??/??/92)  409.001  (m)         1341.86   (f) ADJ UNCH    2 0
 MK1081
 MK1081.Superseded values are not recommended for survey control.
 MK1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1081.See file dsdata.txt to determine how the superseded data were derived.
 MK1081
 MK1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM814440(NAD 83)
 MK1081_MARKER: R = RIVET
 MK1081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1081_SP_SET: CONCRETE FOUNDATION
 MK1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1081
 MK1081  HISTORY     - Date     Condition        Report By
 MK1081  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1081  HISTORY     - 1935     GOOD             NGS
 MK1081  HISTORY     - 1954     GOOD             DOD
 MK1081
 MK1081                          STATION DESCRIPTION
 MK1081
 MK1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1081'AT BEEMER.
 MK1081'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN WEST POINT
 MK1081'AND BEEMER, ON THE TRAIN ORDER SIGNAL FOUNDATION IN FRONT OF
 MK1081'THE BEEMER DEPOT.  2 FT SOUTH OF SOUTH WALL OF STATION.
 MK1081
 MK1081                          STATION RECOVERY (1954)
 MK1081
 MK1081'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1954
 MK1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1079 ***********************************************************************
 MK1079  DESIGNATION -  RV 39
 MK1079  PID         -  MK1079
 MK1079  STATE/COUNTY-  NE/CUMING
 MK1079  USGS QUAD   -  BEEMER (1966)
 MK1079
 MK1079                         *CURRENT SURVEY CONTROL
 MK1079  ___________________________________________________________________
 MK1079* NAD 83(1986)-  41 53 34.     (N)    096 45 07.     (W)     SCALED    
 MK1079* NAVD 88     -       403.617  (meters)    1324.20   (feet)  ADJUSTED  
 MK1079  ___________________________________________________________________
 MK1079  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 MK1079  DYNAMIC HT  -         403.466 (meters)    1323.70  (feet)  COMP
 MK1079  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 MK1079
 MK1079  VERT ORDER  -  SECOND    CLASS 0
 MK1079
 MK1079.The horizontal coordinates were scaled from a topographic map and have
 MK1079.an estimated accuracy of +/- 6 seconds.
 MK1079
 MK1079.The orthometric height was determined by differential leveling
 MK1079.and adjusted by the National Geodetic Survey in June 1991..
 MK1079
 MK1079.The geoid height was determined by GEOID03.
 MK1079
 MK1079.The dynamic height is computed by dividing the NAVD 88
 MK1079.geopotential number by the normal gravity value computed on the
 MK1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1079.degrees latitude (g = 980.6199 gals.).
 MK1079
 MK1079.The modeled gravity was interpolated from observed gravity values.
 MK1079
 MK1079;                    North         East    Units  Estimated Accuracy
 MK1079;SPC NE       -   233,710.      769,410.      MT  (+/- 180 meters Scaled)
 MK1079
 MK1079                          SUPERSEDED SURVEY CONTROL
 MK1079
 MK1079  NGVD 29 (??/??/92)  403.469  (m)         1323.71   (f) ADJ UNCH    2 0
 MK1079
 MK1079.Superseded values are not recommended for survey control.
 MK1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1079.See file dsdata.txt to determine how the superseded data were derived.
 MK1079
 MK1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM864403(NAD 83)
 MK1079_MARKER: R = RIVET
 MK1079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1079_SP_SET: BRIDGE
 MK1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1079
 MK1079  HISTORY     - Date     Condition        Report By
 MK1079  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1079  HISTORY     - 1935     GOOD             NGS
 MK1079
 MK1079                          STATION DESCRIPTION
 MK1079
 MK1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1079'4.4 MI NW FROM WEST POINT.
 MK1079'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN WEST POINT
 MK1079'AND BEEMER, ON THE SOUTHWEST MASONRY HEADWALL OF BRIDGE NO. 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0242 ***********************************************************************
 NN0242  DESIGNATION -  RV 4
 NN0242  PID         -  NN0242
 NN0242  STATE/COUNTY-  NE/HOLT
 NN0242  USGS QUAD   -  INMAN (1986)
 NN0242
 NN0242                         *CURRENT SURVEY CONTROL
 NN0242  ___________________________________________________________________
 NN0242* NAD 83(1986)-  42 23 12.     (N)    098 32 01.     (W)     SCALED    
 NN0242* NAVD 88     -       588.340  (meters)    1930.25   (feet)  ADJUSTED  
 NN0242  ___________________________________________________________________
 NN0242  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 NN0242  DYNAMIC HT  -         588.115 (meters)    1929.51  (feet)  COMP
 NN0242  MODELED GRAV-     980,221.3   (mgal)                       NAVD 88
 NN0242
 NN0242  VERT ORDER  -  SECOND    CLASS 0
 NN0242
 NN0242.The horizontal coordinates were scaled from a topographic map and have
 NN0242.an estimated accuracy of +/- 6 seconds.
 NN0242
 NN0242.The orthometric height was determined by differential leveling
 NN0242.and adjusted by the National Geodetic Survey in June 1991..
 NN0242
 NN0242.The geoid height was determined by GEOID03.
 NN0242
 NN0242.The dynamic height is computed by dividing the NAVD 88
 NN0242.geopotential number by the normal gravity value computed on the
 NN0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0242.degrees latitude (g = 980.6199 gals.).
 NN0242
 NN0242.The modeled gravity was interpolated from observed gravity values.
 NN0242
 NN0242;                    North         East    Units  Estimated Accuracy
 NN0242;SPC NE       -   284,520.      620,720.      MT  (+/- 180 meters Scaled)
 NN0242
 NN0242                          SUPERSEDED SURVEY CONTROL
 NN0242
 NN0242  NGVD 29 (??/??/92)  588.138  (m)         1929.58   (f) ADJ UNCH    2 0
 NN0242
 NN0242.Superseded values are not recommended for survey control.
 NN0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0242.See file dsdata.txt to determine how the superseded data were derived.
 NN0242
 NN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM383928(NAD 83)
 NN0242_MARKER: R = RIVET
 NN0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0242_SP_SET: WALL
 NN0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0242
 NN0242  HISTORY     - Date     Condition        Report By
 NN0242  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0242  HISTORY     - 1935     GOOD             NGS
 NN0242
 NN0242                          STATION DESCRIPTION
 NN0242
 NN0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NN0242'0.2 MI NW FROM INMAN.
 NN0242'0.2 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0242'FROM THE STATION AT INMAN, HOLT COUNTY, AT BRIDGE 281-6/7, ON
 NN0242'THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF THE EAST CONCRETE
 NN0242'BENCH WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1077 ***********************************************************************
 MK1077  DESIGNATION -  RV 40
 MK1077  PID         -  MK1077
 MK1077  STATE/COUNTY-  NE/CUMING
 MK1077  USGS QUAD   -  WEST POINT NW (1966)
 MK1077
 MK1077                         *CURRENT SURVEY CONTROL
 MK1077  ___________________________________________________________________
 MK1077* NAD 83(1986)-  41 52 31.     (N)    096 43 44.     (W)     SCALED    
 MK1077* NAVD 88     -       400.652  (meters)    1314.47   (feet)  ADJUSTED  
 MK1077  ___________________________________________________________________
 MK1077  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 MK1077  DYNAMIC HT  -         400.504 (meters)    1313.99  (feet)  COMP
 MK1077  MODELED GRAV-     980,241.1   (mgal)                       NAVD 88
 MK1077
 MK1077  VERT ORDER  -  SECOND    CLASS 0
 MK1077
 MK1077.The horizontal coordinates were scaled from a topographic map and have
 MK1077.an estimated accuracy of +/- 6 seconds.
 MK1077
 MK1077.The orthometric height was determined by differential leveling
 MK1077.and adjusted by the National Geodetic Survey in June 1991..
 MK1077
 MK1077.The geoid height was determined by GEOID03.
 MK1077
 MK1077.The dynamic height is computed by dividing the NAVD 88
 MK1077.geopotential number by the normal gravity value computed on the
 MK1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1077.degrees latitude (g = 980.6199 gals.).
 MK1077
 MK1077.The modeled gravity was interpolated from observed gravity values.
 MK1077
 MK1077;                    North         East    Units  Estimated Accuracy
 MK1077;SPC NE       -   231,840.      771,390.      MT  (+/- 180 meters Scaled)
 MK1077
 MK1077                          SUPERSEDED SURVEY CONTROL
 MK1077
 MK1077  NGVD 29 (??/??/92)  400.508  (m)         1314.00   (f) ADJ UNCH    2 0
 MK1077
 MK1077.Superseded values are not recommended for survey control.
 MK1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1077.See file dsdata.txt to determine how the superseded data were derived.
 MK1077
 MK1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM884384(NAD 83)
 MK1077_MARKER: R = RIVET
 MK1077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1077_SP_SET: BRIDGE
 MK1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1077
 MK1077  HISTORY     - Date     Condition        Report By
 MK1077  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1077  HISTORY     - 1935     GOOD             NGS
 MK1077
 MK1077                          STATION DESCRIPTION
 MK1077
 MK1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1077'2.8 MI NW FROM WEST POINT.
 MK1077'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN WEST POINT
 MK1077'AND BEEMER, ON THE SOUTHWEST MASONRY HEADWALL OF BRIDGE NO. 69.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1075 ***********************************************************************
 MK1075  DESIGNATION -  RV 41
 MK1075  PID         -  MK1075
 MK1075  STATE/COUNTY-  NE/CUMING
 MK1075  USGS QUAD   -  WEST POINT (1983)
 MK1075
 MK1075                         *CURRENT SURVEY CONTROL
 MK1075  ___________________________________________________________________
 MK1075* NAD 83(1986)-  41 50 18.     (N)    096 42 49.     (W)     SCALED    
 MK1075* NAVD 88     -       399.475  (meters)    1310.61   (feet)  ADJUSTED  
 MK1075  ___________________________________________________________________
 MK1075  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 MK1075  DYNAMIC HT  -         399.329 (meters)    1310.13  (feet)  COMP
 MK1075  MODELED GRAV-     980,245.3   (mgal)                       NAVD 88
 MK1075
 MK1075  VERT ORDER  -  SECOND    CLASS 0
 MK1075
 MK1075.The horizontal coordinates were scaled from a topographic map and have
 MK1075.an estimated accuracy of +/- 6 seconds.
 MK1075
 MK1075.The orthometric height was determined by differential leveling
 MK1075.and adjusted by the National Geodetic Survey in June 1991..
 MK1075
 MK1075.The geoid height was determined by GEOID03.
 MK1075
 MK1075.The dynamic height is computed by dividing the NAVD 88
 MK1075.geopotential number by the normal gravity value computed on the
 MK1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1075.degrees latitude (g = 980.6199 gals.).
 MK1075
 MK1075.The modeled gravity was interpolated from observed gravity values.
 MK1075
 MK1075;                    North         East    Units  Estimated Accuracy
 MK1075;SPC NE       -   227,790.      772,810.      MT  (+/- 180 meters Scaled)
 MK1075
 MK1075                          SUPERSEDED SURVEY CONTROL
 MK1075
 MK1075  NGVD 29 (??/??/92)  399.334  (m)         1310.15   (f) ADJ UNCH    2 0
 MK1075
 MK1075.Superseded values are not recommended for survey control.
 MK1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1075.See file dsdata.txt to determine how the superseded data were derived.
 MK1075
 MK1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM898343(NAD 83)
 MK1075_MARKER: R = RIVET
 MK1075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1075_SP_SET: CATCH BASIN
 MK1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1075
 MK1075  HISTORY     - Date     Condition        Report By
 MK1075  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1075  HISTORY     - 1935     GOOD             NGS
 MK1075  HISTORY     - 1972     GOOD             NGS
 MK1075
 MK1075                          STATION DESCRIPTION
 MK1075
 MK1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1075'AT WEST POINT.
 MK1075'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD, 0.1 MILE NORTH
 MK1075'OF THE WEST POINT DEPOT, ON THE SOUTH SIDE OF CONCRETE CATCH
 MK1075'BASIN, WEST OF THE TRACK, ON RAILROAD BRIDGE NO. 63 2/3.
 MK1075
 MK1075                          STATION RECOVERY (1972)
 MK1075
 MK1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MK1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0182 ***********************************************************************
 NN0182  DESIGNATION -  RV 42
 NN0182  PID         -  NN0182
 NN0182  STATE/COUNTY-  NE/ANTELOPE
 NN0182  USGS QUAD   -  NELIGH SE (1986)
 NN0182
 NN0182                         *CURRENT SURVEY CONTROL
 NN0182  ___________________________________________________________________
 NN0182* NAD 83(1986)-  42 01 39.     (N)    098 04 38.     (W)     SCALED    
 NN0182* NAVD 88     -       572.350  (meters)    1877.79   (feet)  ADJUSTED  
 NN0182  ___________________________________________________________________
 NN0182  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 NN0182  DYNAMIC HT  -         572.113 (meters)    1877.01  (feet)  COMP
 NN0182  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 NN0182
 NN0182  VERT ORDER  -  SECOND    CLASS 0
 NN0182
 NN0182.The horizontal coordinates were scaled from a topographic map and have
 NN0182.an estimated accuracy of +/- 6 seconds.
 NN0182
 NN0182.The orthometric height was determined by differential leveling
 NN0182.and adjusted by the National Geodetic Survey in June 1991..
 NN0182
 NN0182.The geoid height was determined by GEOID03.
 NN0182
 NN0182.The dynamic height is computed by dividing the NAVD 88
 NN0182.geopotential number by the normal gravity value computed on the
 NN0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0182.degrees latitude (g = 980.6199 gals.).
 NN0182
 NN0182.The modeled gravity was interpolated from observed gravity values.
 NN0182
 NN0182;                    North         East    Units  Estimated Accuracy
 NN0182;SPC NE       -   245,380.      659,170.      MT  (+/- 180 meters Scaled)
 NN0182
 NN0182                          SUPERSEDED SURVEY CONTROL
 NN0182
 NN0182  NGVD 29 (??/??/92)  572.127  (m)         1877.05   (f) ADJ UNCH    2 0
 NN0182
 NN0182.Superseded values are not recommended for survey control.
 NN0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0182.See file dsdata.txt to determine how the superseded data were derived.
 NN0182
 NN0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM763532(NAD 83)
 NN0182_MARKER: R = RIVET
 NN0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0182_SP_SET: BRIDGE
 NN0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0182
 NN0182  HISTORY     - Date     Condition        Report By
 NN0182  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0182  HISTORY     - 1935     GOOD             NGS
 NN0182  HISTORY     - 1959     GOOD             NGS
 NN0182
 NN0182                          STATION DESCRIPTION
 NN0182
 NN0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NN0182'3.2 MI NE FROM ELGIN.
 NN0182'ABOUT 3.2 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NN0182'RAILWAY FROM THE STATION AT ELGIN, ANTELOPE COUNTY, IN THE
 NN0182'TOP OF THE NORTHEAST HEAD WALL OF BRIDGE D-236, AND AT THE
 NN0182'NORTHWEST SIDE OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
 NN0182
 NN0182                          STATION RECOVERY (1959)
 NN0182
 NN0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 NN0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0002 ***********************************************************************
 ML0002  DESIGNATION -  RV 43
 ML0002  PID         -  ML0002
 ML0002  STATE/COUNTY-  NE/ANTELOPE
 ML0002  USGS QUAD   -  ELGIN (1985)
 ML0002
 ML0002                         *CURRENT SURVEY CONTROL
 ML0002  ___________________________________________________________________
 ML0002* NAD 83(1986)-  41 59 59.     (N)    098 05 25.     (W)     SCALED    
 ML0002* NAVD 88     -       583.034  (meters)    1912.84   (feet)  ADJUSTED  
 ML0002  ___________________________________________________________________
 ML0002  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 ML0002  DYNAMIC HT  -         582.788 (meters)    1912.03  (feet)  COMP
 ML0002  MODELED GRAV-     980,181.6   (mgal)                       NAVD 88
 ML0002
 ML0002  VERT ORDER  -  SECOND    CLASS 0
 ML0002
 ML0002.The horizontal coordinates were scaled from a topographic map and have
 ML0002.an estimated accuracy of +/- 6 seconds.
 ML0002
 ML0002.The orthometric height was determined by differential leveling
 ML0002.and adjusted by the National Geodetic Survey in June 1991..
 ML0002
 ML0002.The geoid height was determined by GEOID03.
 ML0002
 ML0002.The dynamic height is computed by dividing the NAVD 88
 ML0002.geopotential number by the normal gravity value computed on the
 ML0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0002.degrees latitude (g = 980.6199 gals.).
 ML0002
 ML0002.The modeled gravity was interpolated from observed gravity values.
 ML0002
 ML0002;                    North         East    Units  Estimated Accuracy
 ML0002;SPC NE       -   242,270.      658,160.      MT  (+/- 180 meters Scaled)
 ML0002
 ML0002                          SUPERSEDED SURVEY CONTROL
 ML0002
 ML0002  NGVD 29 (??/??/92)  582.800  (m)         1912.07   (f) ADJ UNCH    2 0
 ML0002
 ML0002.Superseded values are not recommended for survey control.
 ML0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0002.See file dsdata.txt to determine how the superseded data were derived.
 ML0002
 ML0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM753501(NAD 83)
 ML0002_MARKER: R = RIVET
 ML0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ML0002_SP_SET: BRIDGE
 ML0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ML0002
 ML0002  HISTORY     - Date     Condition        Report By
 ML0002  HISTORY     - UNK      MONUMENTED       CNWRR
 ML0002  HISTORY     - 1935     GOOD             NGS
 ML0002  HISTORY     - 1963     MARK NOT FOUND   USGS
 ML0002
 ML0002                          STATION DESCRIPTION
 ML0002
 ML0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ML0002'1.1 MI NE FROM ELGIN.
 ML0002'1.1 MILES NORTHEAST OF DEPOT BY RAIL.  ALONG THE CHICAGO AND
 ML0002'NORTH WESTERN RAILWAY BETWEEN OAKDALE AND ELGIN, IN BRIDGE NO.
 ML0002'D-234, ON THE SOUTHEAST SIDE OF TRACK, IN THE SOUTHEAST HEADWALL.
 ML0002
 ML0002                          STATION RECOVERY (1963)
 ML0002
 ML0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 ML0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0022 ***********************************************************************
 ML0022  DESIGNATION -  RV 44
 ML0022  PID         -  ML0022
 ML0022  STATE/COUNTY-  NE/BOONE
 ML0022  USGS QUAD   -  ELGIN (1985)
 ML0022
 ML0022                         *CURRENT SURVEY CONTROL
 ML0022  ___________________________________________________________________
 ML0022* NAD 83(1986)-  41 54 02.     (N)    098 03 57.     (W)     SCALED    
 ML0022* NAVD 88     -       592.134  (meters)    1942.69   (feet)  ADJUSTED  
 ML0022  ___________________________________________________________________
 ML0022  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 ML0022  DYNAMIC HT  -         591.876 (meters)    1941.85  (feet)  COMP
 ML0022  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 ML0022
 ML0022  VERT ORDER  -  SECOND    CLASS 0
 ML0022
 ML0022.The horizontal coordinates were scaled from a topographic map and have
 ML0022.an estimated accuracy of +/- 6 seconds.
 ML0022
 ML0022.The orthometric height was determined by differential leveling
 ML0022.and adjusted by the National Geodetic Survey in June 1991..
 ML0022
 ML0022.The geoid height was determined by GEOID03.
 ML0022
 ML0022.The dynamic height is computed by dividing the NAVD 88
 ML0022.geopotential number by the normal gravity value computed on the
 ML0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0022.degrees latitude (g = 980.6199 gals.).
 ML0022
 ML0022.The modeled gravity was interpolated from observed gravity values.
 ML0022
 ML0022;                    North         East    Units  Estimated Accuracy
 ML0022;SPC NE       -   231,310.      660,430.      MT  (+/- 180 meters Scaled)
 ML0022
 ML0022                          SUPERSEDED SURVEY CONTROL
 ML0022
 ML0022  NGVD 29 (??/??/92)  591.899  (m)         1941.92   (f) ADJ UNCH    2 0
 ML0022
 ML0022.Superseded values are not recommended for survey control.
 ML0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0022.See file dsdata.txt to determine how the superseded data were derived.
 ML0022
 ML0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM774391(NAD 83)
 ML0022_MARKER: R = RIVET
 ML0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0022_SP_SET: CULVERT
 ML0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0022
 ML0022  HISTORY     - Date     Condition        Report By
 ML0022  HISTORY     - UNK      MONUMENTED       CNWRR
 ML0022  HISTORY     - 1939     GOOD             NGS
 ML0022
 ML0022                          STATION DESCRIPTION
 ML0022
 ML0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 ML0022'0.5 MI N FROM RAEVILLE.
 ML0022'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 ML0022'THE STATION AT RAEVILLE, BOONE COUNTY, AT CULVERT D 221-1/3,
 ML0022'AND IN THE TOP OF THE SOUTH CONCRETE HEADWALL.  A STANDARD
 ML0022'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0030 ***********************************************************************
 ML0030  DESIGNATION -  RV 46
 ML0030  PID         -  ML0030
 ML0030  STATE/COUNTY-  NE/BOONE
 ML0030  USGS QUAD   -  PETERSBURG (1985)
 ML0030
 ML0030                         *CURRENT SURVEY CONTROL
 ML0030  ___________________________________________________________________
 ML0030* NAD 83(1986)-  41 48 47.     (N)    098 05 53.     (W)     SCALED    
 ML0030* NAVD 88     -       561.255  (meters)    1841.38   (feet)  ADJUSTED  
 ML0030  ___________________________________________________________________
 ML0030  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML0030  DYNAMIC HT  -         561.005 (meters)    1840.56  (feet)  COMP
 ML0030  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 ML0030
 ML0030  VERT ORDER  -  SECOND    CLASS 0
 ML0030
 ML0030.The horizontal coordinates were scaled from a topographic map and have
 ML0030.an estimated accuracy of +/- 6 seconds.
 ML0030
 ML0030.The orthometric height was determined by differential leveling
 ML0030.and adjusted by the National Geodetic Survey in June 1991..
 ML0030
 ML0030.The geoid height was determined by GEOID03.
 ML0030
 ML0030.The dynamic height is computed by dividing the NAVD 88
 ML0030.geopotential number by the normal gravity value computed on the
 ML0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0030.degrees latitude (g = 980.6199 gals.).
 ML0030
 ML0030.The modeled gravity was interpolated from observed gravity values.
 ML0030
 ML0030;                    North         East    Units  Estimated Accuracy
 ML0030;SPC NE       -   221,540.      657,970.      MT  (+/- 180 meters Scaled)
 ML0030
 ML0030                          SUPERSEDED SURVEY CONTROL
 ML0030
 ML0030  NGVD 29 (??/??/92)  561.026  (m)         1840.63   (f) ADJ UNCH    2 0
 ML0030
 ML0030.Superseded values are not recommended for survey control.
 ML0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0030.See file dsdata.txt to determine how the superseded data were derived.
 ML0030
 ML0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM749294(NAD 83)
 ML0030_MARKER: R = RIVET
 ML0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0030_SP_SET: CULVERT
 ML0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0030
 ML0030  HISTORY     - Date     Condition        Report By
 ML0030  HISTORY     - UNK      MONUMENTED       CNWRR
 ML0030  HISTORY     - 1935     GOOD             NGS
 ML0030  HISTORY     - 1939     GOOD             NGS
 ML0030
 ML0030                          STATION DESCRIPTION
 ML0030
 ML0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ML0030'2.8 MI S FROM PETERSBURG.
 ML0030'2.8 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 ML0030'FROM THE STATION AT PETERSBURG, BOONE COUNTY, AT STONE CULVERT
 ML0030'D 207-1/2, IN THE TOP OF THE SOUTH CONCRETE HEADWALL, 12 FEET
 ML0030'WEST OF THE CENTER LINE OF THE TRACK, AND 3 FEET LOWER THAN
 ML0030'THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 ML0030
 ML0030                          STATION RECOVERY (1939)
 ML0030
 ML0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 ML0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0032 ***********************************************************************
 ML0032  DESIGNATION -  RV 47
 ML0032  PID         -  ML0032
 ML0032  STATE/COUNTY-  NE/BOONE
 ML0032  USGS QUAD   -  PETERSBURG (1985)
 ML0032
 ML0032                         *CURRENT SURVEY CONTROL
 ML0032  ___________________________________________________________________
 ML0032* NAD 83(1986)-  41 48 19.     (N)    098 05 50.     (W)     SCALED    
 ML0032* NAVD 88     -       559.478  (meters)    1835.55   (feet)  ADJUSTED  
 ML0032  ___________________________________________________________________
 ML0032  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 ML0032  DYNAMIC HT  -         559.228 (meters)    1834.73  (feet)  COMP
 ML0032  MODELED GRAV-     980,158.5   (mgal)                       NAVD 88
 ML0032
 ML0032  VERT ORDER  -  SECOND    CLASS 0
 ML0032
 ML0032.The horizontal coordinates were scaled from a topographic map and have
 ML0032.an estimated accuracy of +/- 6 seconds.
 ML0032
 ML0032.The orthometric height was determined by differential leveling
 ML0032.and adjusted by the National Geodetic Survey in June 1991..
 ML0032
 ML0032.The geoid height was determined by GEOID03.
 ML0032
 ML0032.The dynamic height is computed by dividing the NAVD 88
 ML0032.geopotential number by the normal gravity value computed on the
 ML0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0032.degrees latitude (g = 980.6199 gals.).
 ML0032
 ML0032.The modeled gravity was interpolated from observed gravity values.
 ML0032
 ML0032;                    North         East    Units  Estimated Accuracy
 ML0032;SPC NE       -   220,680.      658,060.      MT  (+/- 180 meters Scaled)
 ML0032
 ML0032                          SUPERSEDED SURVEY CONTROL
 ML0032
 ML0032  NGVD 29 (??/??/92)  559.247  (m)         1834.80   (f) ADJ UNCH    2 0
 ML0032
 ML0032.Superseded values are not recommended for survey control.
 ML0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0032.See file dsdata.txt to determine how the superseded data were derived.
 ML0032
 ML0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM749285(NAD 83)
 ML0032_MARKER: R = RIVET
 ML0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0032_SP_SET: CULVERT
 ML0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0032
 ML0032  HISTORY     - Date     Condition        Report By
 ML0032  HISTORY     - UNK      MONUMENTED       CNWRR
 ML0032  HISTORY     - 1935     GOOD             NGS
 ML0032  HISTORY     - 1939     GOOD             NGS
 ML0032
 ML0032                          STATION DESCRIPTION
 ML0032
 ML0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 ML0032'3 MI N FROM LORETTO.
 ML0032'3.0 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 ML0032'FROM THE STATION AT LORETTO, BOONE COUNTY, AT STONE-BLOCK
 ML0032'CULVERT D 205, AND IN THE TOP OF THE SOUTH CONCRETE HEADWALL.
 ML0032'A STANDARD MONEL-METAL RIVET.
 ML0032
 ML0032                          STATION RECOVERY (1939)
 ML0032
 ML0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 ML0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1622 ***********************************************************************
 MK1622  DESIGNATION -  RV 49
 MK1622  PID         -  MK1622
 MK1622  STATE/COUNTY-  NE/BOONE
 MK1622  USGS QUAD   -  ALBION EAST (1985)
 MK1622
 MK1622                         *CURRENT SURVEY CONTROL
 MK1622  ___________________________________________________________________
 MK1622* NAD 83(1986)-  41 40 30.     (N)    097 56 47.     (W)     SCALED    
 MK1622* NAVD 88     -       533.285  (meters)    1749.62   (feet)  ADJUSTED  
 MK1622  ___________________________________________________________________
 MK1622  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 MK1622  DYNAMIC HT  -         533.055 (meters)    1748.86  (feet)  COMP
 MK1622  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 MK1622
 MK1622  VERT ORDER  -  SECOND    CLASS 0
 MK1622
 MK1622.The horizontal coordinates were scaled from a topographic map and have
 MK1622.an estimated accuracy of +/- 6 seconds.
 MK1622
 MK1622.The orthometric height was determined by differential leveling
 MK1622.and adjusted by the National Geodetic Survey in June 1991..
 MK1622
 MK1622.The geoid height was determined by GEOID03.
 MK1622
 MK1622.The dynamic height is computed by dividing the NAVD 88
 MK1622.geopotential number by the normal gravity value computed on the
 MK1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1622.degrees latitude (g = 980.6199 gals.).
 MK1622
 MK1622.The modeled gravity was interpolated from observed gravity values.
 MK1622
 MK1622;                    North         East    Units  Estimated Accuracy
 MK1622;SPC NE       -   206,500.      670,930.      MT  (+/- 180 meters Scaled)
 MK1622
 MK1622                          SUPERSEDED SURVEY CONTROL
 MK1622
 MK1622  NGVD 29 (??/??/92)  533.076  (m)         1748.93   (f) ADJ UNCH    2 0
 MK1622
 MK1622.Superseded values are not recommended for survey control.
 MK1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1622.See file dsdata.txt to determine how the superseded data were derived.
 MK1622
 MK1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM877142(NAD 83)
 MK1622_MARKER: DB = BENCH MARK DISK
 MK1622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1622_SP_SET: CULVERT
 MK1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1622
 MK1622  HISTORY     - Date     Condition        Report By
 MK1622  HISTORY     - UNK      MONUMENTED       CGS
 MK1622  HISTORY     - 1939     GOOD             NGS
 MK1622
 MK1622                          STATION DESCRIPTION
 MK1622
 MK1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 MK1622'3.5 MI SE FROM ALBION.
 MK1622'3.5 MILES SOUTHEAST OF DEPOT.  ON STONE BLOCK CULVERT NO. D-180.
 MK1622'15 FEET EAST OF THE CENTERLINE OF THE TRACK.  2 FEET BELOW
 MK1622'TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0114 ***********************************************************************
 NN0114  DESIGNATION -  RV 5
 NN0114  PID         -  NN0114
 NN0114  STATE/COUNTY-  NE/HOLT
 NN0114  USGS QUAD   -  EWING SW (1986)
 NN0114
 NN0114                         *CURRENT SURVEY CONTROL
 NN0114  ___________________________________________________________________
 NN0114* NAD 83(1986)-  42 21 26.     (N)    098 29 25.     (W)     SCALED    
 NN0114* NAVD 88     -       581.682  (meters)    1908.40   (feet)  ADJUSTED  
 NN0114  ___________________________________________________________________
 NN0114  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 NN0114  DYNAMIC HT  -         581.454 (meters)    1907.65  (feet)  COMP
 NN0114  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 NN0114
 NN0114  VERT ORDER  -  SECOND    CLASS 0
 NN0114
 NN0114.The horizontal coordinates were scaled from a topographic map and have
 NN0114.an estimated accuracy of +/- 6 seconds.
 NN0114
 NN0114.The orthometric height was determined by differential leveling
 NN0114.and adjusted by the National Geodetic Survey in June 1991..
 NN0114
 NN0114.The geoid height was determined by GEOID03.
 NN0114
 NN0114.The dynamic height is computed by dividing the NAVD 88
 NN0114.geopotential number by the normal gravity value computed on the
 NN0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0114.degrees latitude (g = 980.6199 gals.).
 NN0114
 NN0114.The modeled gravity was interpolated from observed gravity values.
 NN0114
 NN0114;                    North         East    Units  Estimated Accuracy
 NN0114;SPC NE       -   281,310.      624,350.      MT  (+/- 180 meters Scaled)
 NN0114
 NN0114                          SUPERSEDED SURVEY CONTROL
 NN0114
 NN0114  NGVD 29 (??/??/92)  581.474  (m)         1907.72   (f) ADJ UNCH    2 0
 NN0114
 NN0114.Superseded values are not recommended for survey control.
 NN0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0114.See file dsdata.txt to determine how the superseded data were derived.
 NN0114
 NN0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM419895(NAD 83)
 NN0114_MARKER: R = RIVET
 NN0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0114_SP_SET: WALL
 NN0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0114
 NN0114  HISTORY     - Date     Condition        Report By
 NN0114  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0114  HISTORY     - 1935     GOOD             NGS
 NN0114
 NN0114                          STATION DESCRIPTION
 NN0114
 NN0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NN0114'2.7 MI SE FROM INMAN.
 NN0114'2.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0114'FROM THE STATION AT INMAN, HOLT COUNTY, AT BRIDGE 278-1/2, ON
 NN0114'THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF THE EAST CONCRETE
 NN0114'BENCH MARK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1626 ***********************************************************************
 MK1626  DESIGNATION -  RV 50
 MK1626  PID         -  MK1626
 MK1626  STATE/COUNTY-  NE/BOONE
 MK1626  USGS QUAD   -  ALBION EAST (1985)
 MK1626
 MK1626                         *CURRENT SURVEY CONTROL
 MK1626  ___________________________________________________________________
 MK1626* NAD 83(1986)-  41 43 29.     (N)    097 54 09.     (W)     SCALED    
 MK1626* NAVD 88     -       555.227  (meters)    1821.61   (feet)  ADJUSTED  
 MK1626  ___________________________________________________________________
 MK1626  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 MK1626  DYNAMIC HT  -         554.992 (meters)    1820.84  (feet)  COMP
 MK1626  MODELED GRAV-     980,181.7   (mgal)                       NAVD 88
 MK1626
 MK1626  VERT ORDER  -  SECOND    CLASS 0
 MK1626
 MK1626.The horizontal coordinates were scaled from a topographic map and have
 MK1626.an estimated accuracy of +/- 6 seconds.
 MK1626
 MK1626.The orthometric height was determined by differential leveling
 MK1626.and adjusted by the National Geodetic Survey in June 1991..
 MK1626
 MK1626.The geoid height was determined by GEOID03.
 MK1626
 MK1626.The dynamic height is computed by dividing the NAVD 88
 MK1626.geopotential number by the normal gravity value computed on the
 MK1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1626.degrees latitude (g = 980.6199 gals.).
 MK1626
 MK1626.The modeled gravity was interpolated from observed gravity values.
 MK1626
 MK1626;                    North         East    Units  Estimated Accuracy
 MK1626;SPC NE       -   212,110.      674,450.      MT  (+/- 180 meters Scaled)
 MK1626
 MK1626                          SUPERSEDED SURVEY CONTROL
 MK1626
 MK1626  NGVD 29 (??/??/92)  555.019  (m)         1820.92   (f) ADJ UNCH    2 0
 MK1626
 MK1626.Superseded values are not recommended for survey control.
 MK1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1626.See file dsdata.txt to determine how the superseded data were derived.
 MK1626
 MK1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM912197(NAD 83)
 MK1626_MARKER: R = RIVET
 MK1626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1626_SP_SET: WALL
 MK1626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1626
 MK1626  HISTORY     - Date     Condition        Report By
 MK1626  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1626  HISTORY     - 1935     GOOD             NGS
 MK1626
 MK1626                          STATION DESCRIPTION
 MK1626
 MK1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1626'2.3 MI NE FROM BRADISH.
 MK1626'2.3 MILES NORTHEAST OF BRADISH ON BRIDGE NO. D-169, ON TOP OF
 MK1626'BACK WALL, WEST ABUTMENT, ON THE NORTH SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1629 ***********************************************************************
 MK1629  DESIGNATION -  RV 51
 MK1629  PID         -  MK1629
 MK1629  STATE/COUNTY-  NE/PLATTE
 MK1629  USGS QUAD   -  NEWMAN GROVE (1985)
 MK1629
 MK1629                         *CURRENT SURVEY CONTROL
 MK1629  ___________________________________________________________________
 MK1629* NAD 83(1986)-  41 44 29.     (N)    097 48 50.     (W)     SCALED    
 MK1629* NAVD 88     -       537.700  (meters)    1764.10   (feet)  ADJUSTED  
 MK1629  ___________________________________________________________________
 MK1629  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 MK1629  DYNAMIC HT  -         537.479 (meters)    1763.38  (feet)  COMP
 MK1629  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 MK1629
 MK1629  VERT ORDER  -  SECOND    CLASS 0
 MK1629
 MK1629.The horizontal coordinates were scaled from a topographic map and have
 MK1629.an estimated accuracy of +/- 6 seconds.
 MK1629
 MK1629.The orthometric height was determined by differential leveling
 MK1629.and adjusted by the National Geodetic Survey in June 1991..
 MK1629
 MK1629.The geoid height was determined by GEOID03.
 MK1629
 MK1629.The dynamic height is computed by dividing the NAVD 88
 MK1629.geopotential number by the normal gravity value computed on the
 MK1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1629.degrees latitude (g = 980.6199 gals.).
 MK1629
 MK1629.The modeled gravity was interpolated from observed gravity values.
 MK1629
 MK1629;                    North         East    Units  Estimated Accuracy
 MK1629;SPC NE       -   214,140.      681,770.      MT  (+/- 180 meters Scaled)
 MK1629
 MK1629                          SUPERSEDED SURVEY CONTROL
 MK1629
 MK1629  NGVD 29 (??/??/92)  537.504  (m)         1763.46   (f) ADJ UNCH    2 0
 MK1629
 MK1629.Superseded values are not recommended for survey control.
 MK1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1629.See file dsdata.txt to determine how the superseded data were derived.
 MK1629
 MK1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM986217(NAD 83)
 MK1629_MARKER: R = RIVET
 MK1629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1629_SP_SET: BRIDGE
 MK1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1629
 MK1629  HISTORY     - Date     Condition        Report By
 MK1629  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1629  HISTORY     - 1935     GOOD             NGS
 MK1629  HISTORY     - 1950     GOOD             NGS
 MK1629
 MK1629                          STATION DESCRIPTION
 MK1629
 MK1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1629'2 MI SW FROM NEWMAN GROVE.
 MK1629'2.0 MILES WEST OF NEWMAN GROVE.  ON BRIDGE NO. D-156, ON THE
 MK1629'MASONRY HEADWALL, ON THE SOUTH SIDE OF TRACK.
 MK1629
 MK1629                          STATION RECOVERY (1950)
 MK1629
 MK1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK1629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1639 ***********************************************************************
 MK1639  DESIGNATION -  RV 53
 MK1639  PID         -  MK1639
 MK1639  STATE/COUNTY-  NE/PLATTE
 MK1639  USGS QUAD   -  LINDSAY (1985)
 MK1639
 MK1639                         *CURRENT SURVEY CONTROL
 MK1639  ___________________________________________________________________
 MK1639* NAD 83(1986)-  41 40 42.     (N)    097 38 03.     (W)     SCALED    
 MK1639* NAVD 88     -       531.590  (meters)    1744.06   (feet)  ADJUSTED  
 MK1639  ___________________________________________________________________
 MK1639  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 MK1639  DYNAMIC HT  -         531.362 (meters)    1743.31  (feet)  COMP
 MK1639  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 MK1639
 MK1639  VERT ORDER  -  SECOND    CLASS 0
 MK1639
 MK1639.The horizontal coordinates were scaled from a topographic map and have
 MK1639.an estimated accuracy of +/- 6 seconds.
 MK1639
 MK1639.The orthometric height was determined by differential leveling
 MK1639.and adjusted by the National Geodetic Survey in June 1991..
 MK1639
 MK1639.The geoid height was determined by GEOID03.
 MK1639
 MK1639.The dynamic height is computed by dividing the NAVD 88
 MK1639.geopotential number by the normal gravity value computed on the
 MK1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1639.degrees latitude (g = 980.6199 gals.).
 MK1639
 MK1639.The modeled gravity was interpolated from observed gravity values.
 MK1639
 MK1639;                    North         East    Units  Estimated Accuracy
 MK1639;SPC NE       -   207,540.      696,900.      MT  (+/- 180 meters Scaled)
 MK1639
 MK1639                          SUPERSEDED SURVEY CONTROL
 MK1639
 MK1639  NGVD 29 (??/??/92)  531.384  (m)         1743.38   (f) ADJ UNCH    2 0
 MK1639
 MK1639.Superseded values are not recommended for survey control.
 MK1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1639.See file dsdata.txt to determine how the superseded data were derived.
 MK1639
 MK1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM136149(NAD 83)
 MK1639_MARKER: R = RIVET
 MK1639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1639_SP_SET: BRIDGE
 MK1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1639
 MK1639  HISTORY     - Date     Condition        Report By
 MK1639  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1639  HISTORY     - 1935     GOOD             NGS
 MK1639
 MK1639                          STATION DESCRIPTION
 MK1639
 MK1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1639'3.5 MI SE FROM LINDSAY.
 MK1639'3.5 MILES SE OF LINDSAY, ON BRIDGE NO. D-136, ON MASONRY HEADWALL,
 MK1639'ON THE SOUTH SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1641 ***********************************************************************
 MK1641  DESIGNATION -  RV 54
 MK1641  PID         -  MK1641
 MK1641  STATE/COUNTY-  NE/PLATTE
 MK1641  USGS QUAD   -  CORNLEA (1985)
 MK1641
 MK1641                         *CURRENT SURVEY CONTROL
 MK1641  ___________________________________________________________________
 MK1641* NAD 83(1986)-  41 40 41.     (N)    097 34 58.     (W)     SCALED    
 MK1641* NAVD 88     -       524.051  (meters)    1719.32   (feet)  ADJUSTED  
 MK1641  ___________________________________________________________________
 MK1641  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 MK1641  DYNAMIC HT  -         523.826 (meters)    1718.59  (feet)  COMP
 MK1641  MODELED GRAV-     980,176.8   (mgal)                       NAVD 88
 MK1641
 MK1641  VERT ORDER  -  SECOND    CLASS 0
 MK1641
 MK1641.The horizontal coordinates were scaled from a topographic map and have
 MK1641.an estimated accuracy of +/- 6 seconds.
 MK1641
 MK1641.The orthometric height was determined by differential leveling
 MK1641.and adjusted by the National Geodetic Survey in June 1991..
 MK1641
 MK1641.The geoid height was determined by GEOID03.
 MK1641
 MK1641.The dynamic height is computed by dividing the NAVD 88
 MK1641.geopotential number by the normal gravity value computed on the
 MK1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1641.degrees latitude (g = 980.6199 gals.).
 MK1641
 MK1641.The modeled gravity was interpolated from observed gravity values.
 MK1641
 MK1641;                    North         East    Units  Estimated Accuracy
 MK1641;SPC NE       -   207,620.      701,180.      MT  (+/- 180 meters Scaled)
 MK1641
 MK1641                          SUPERSEDED SURVEY CONTROL
 MK1641
 MK1641  NGVD 29 (??/??/92)  523.847  (m)         1718.65   (f) ADJ UNCH    2 0
 MK1641
 MK1641.Superseded values are not recommended for survey control.
 MK1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1641.See file dsdata.txt to determine how the superseded data were derived.
 MK1641
 MK1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM179150(NAD 83)
 MK1641_MARKER: R = RIVET
 MK1641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1641_SP_SET: BRIDGE
 MK1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1641
 MK1641  HISTORY     - Date     Condition        Report By
 MK1641  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1641  HISTORY     - 1935     GOOD             NGS
 MK1641
 MK1641                          STATION DESCRIPTION
 MK1641
 MK1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1641'0.8 MI W FROM CORNLEA.
 MK1641'0.1 MILES WEST OF CORNLEA.  ON BRIDGE NO. D-130, ON THE MASONRY
 MK1641'HEAD WALL, ON THE SOUTH SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1192 ***********************************************************************
 MK1192  DESIGNATION -  RV 55
 MK1192  PID         -  MK1192
 MK1192  STATE/COUNTY-  NE/PLATTE
 MK1192  USGS QUAD   -  HUMPHREY (1976)
 MK1192
 MK1192                         *CURRENT SURVEY CONTROL
 MK1192  ___________________________________________________________________
 MK1192* NAD 83(1986)-  41 42 06.     (N)    097 27 17.     (W)     SCALED    
 MK1192* NAVD 88     -       502.656  (meters)    1649.13   (feet)  ADJUSTED  
 MK1192  ___________________________________________________________________
 MK1192  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 MK1192  DYNAMIC HT  -         502.441 (meters)    1648.43  (feet)  COMP
 MK1192  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 MK1192
 MK1192  VERT ORDER  -  SECOND    CLASS 0
 MK1192
 MK1192.The horizontal coordinates were scaled from a topographic map and have
 MK1192.an estimated accuracy of +/- 6 seconds.
 MK1192
 MK1192.The orthometric height was determined by differential leveling
 MK1192.and adjusted by the National Geodetic Survey in June 1991..
 MK1192
 MK1192.The geoid height was determined by GEOID03.
 MK1192
 MK1192.The dynamic height is computed by dividing the NAVD 88
 MK1192.geopotential number by the normal gravity value computed on the
 MK1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1192.degrees latitude (g = 980.6199 gals.).
 MK1192
 MK1192.The modeled gravity was interpolated from observed gravity values.
 MK1192
 MK1192;                    North         East    Units  Estimated Accuracy
 MK1192;SPC NE       -   210,550.      711,760.      MT  (+/- 180 meters Scaled)
 MK1192
 MK1192                          SUPERSEDED SURVEY CONTROL
 MK1192
 MK1192  NGVD 29 (??/??/92)  502.463  (m)         1648.50   (f) ADJ UNCH    2 0
 MK1192
 MK1192.Superseded values are not recommended for survey control.
 MK1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1192.See file dsdata.txt to determine how the superseded data were derived.
 MK1192
 MK1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM285178(NAD 83)
 MK1192_MARKER: R = RIVET
 MK1192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1192_SP_SET: BRIDGE
 MK1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1192
 MK1192  HISTORY     - Date     Condition        Report By
 MK1192  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1192  HISTORY     - 1935     GOOD             NGS
 MK1192
 MK1192                          STATION DESCRIPTION
 MK1192
 MK1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1192'1.8 MI E FROM HUMPHREY.
 MK1192'1.8 MILES EAST OF DEPOT.  ON BRIDGE NO. D-117, ON THE CONCRETE
 MK1192'HEAD WALL, ON THE SOUTH SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1196 ***********************************************************************
 MK1196  DESIGNATION -  RV 56
 MK1196  PID         -  MK1196
 MK1196  STATE/COUNTY-  NE/PLATTE
 MK1196  USGS QUAD   -  CRESTON (1966)
 MK1196
 MK1196                         *CURRENT SURVEY CONTROL
 MK1196  ___________________________________________________________________
 MK1196* NAD 83(1986)-  41 42 24.     (N)    097 21 54.     (W)     SCALED    
 MK1196* NAVD 88     -       488.587  (meters)    1602.97   (feet)  ADJUSTED  
 MK1196  ___________________________________________________________________
 MK1196  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 MK1196  DYNAMIC HT  -         488.385 (meters)    1602.31  (feet)  COMP
 MK1196  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 MK1196
 MK1196  VERT ORDER  -  SECOND    CLASS 0
 MK1196
 MK1196.The horizontal coordinates were scaled from a topographic map and have
 MK1196.an estimated accuracy of +/- 6 seconds.
 MK1196
 MK1196.The orthometric height was determined by differential leveling
 MK1196.and adjusted by the National Geodetic Survey in June 1991..
 MK1196
 MK1196.The geoid height was determined by GEOID03.
 MK1196
 MK1196.The dynamic height is computed by dividing the NAVD 88
 MK1196.geopotential number by the normal gravity value computed on the
 MK1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1196.degrees latitude (g = 980.6199 gals.).
 MK1196
 MK1196.The modeled gravity was interpolated from observed gravity values.
 MK1196
 MK1196;                    North         East    Units  Estimated Accuracy
 MK1196;SPC NE       -   211,330.      719,200.      MT  (+/- 180 meters Scaled)
 MK1196
 MK1196                          SUPERSEDED SURVEY CONTROL
 MK1196
 MK1196  NGVD 29 (??/??/92)  488.403  (m)         1602.37   (f) ADJ UNCH    2 0
 MK1196
 MK1196.Superseded values are not recommended for survey control.
 MK1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1196.See file dsdata.txt to determine how the superseded data were derived.
 MK1196
 MK1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM360185(NAD 83)
 MK1196_MARKER: R = RIVET
 MK1196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1196_SP_SET: BRIDGE
 MK1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1196
 MK1196  HISTORY     - Date     Condition        Report By
 MK1196  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1196  HISTORY     - 1935     GOOD             NGS
 MK1196
 MK1196                          STATION DESCRIPTION
 MK1196
 MK1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1196'IN CRESTON.
 MK1196'IN CRESTON.  ON BRIDGE NO. D-103 6/9, EAST OF STATION ON THE
 MK1196'WEST SIDE OF STREET, AND ON THE SOUTH SIDE OF TRACK, ON THE
 MK1196'CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1205 ***********************************************************************
 MK1205  DESIGNATION -  RV 59
 MK1205  PID         -  MK1205
 MK1205  STATE/COUNTY-  NE/COLFAX
 MK1205  USGS QUAD   -  LEIGH (1966)
 MK1205
 MK1205                         *CURRENT SURVEY CONTROL
 MK1205  ___________________________________________________________________
 MK1205* NAD 83(1986)-  41 43 47.     (N)    097 07 38.     (W)     SCALED    
 MK1205* NAVD 88     -       455.525  (meters)    1494.50   (feet)  ADJUSTED  
 MK1205  ___________________________________________________________________
 MK1205  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 MK1205  DYNAMIC HT  -         455.337 (meters)    1493.88  (feet)  COMP
 MK1205  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 MK1205
 MK1205  VERT ORDER  -  SECOND    CLASS 0
 MK1205
 MK1205.The horizontal coordinates were scaled from a topographic map and have
 MK1205.an estimated accuracy of +/- 6 seconds.
 MK1205
 MK1205.The orthometric height was determined by differential leveling
 MK1205.and adjusted by the National Geodetic Survey in June 1991..
 MK1205
 MK1205.The geoid height was determined by GEOID03.
 MK1205
 MK1205.The dynamic height is computed by dividing the NAVD 88
 MK1205.geopotential number by the normal gravity value computed on the
 MK1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1205.degrees latitude (g = 980.6199 gals.).
 MK1205
 MK1205.The modeled gravity was interpolated from observed gravity values.
 MK1205
 MK1205;                    North         East    Units  Estimated Accuracy
 MK1205;SPC NE       -   214,520.      738,890.      MT  (+/- 180 meters Scaled)
 MK1205
 MK1205                          SUPERSEDED SURVEY CONTROL
 MK1205
 MK1205  NGVD 29 (??/??/92)  455.344  (m)         1493.91   (f) ADJ UNCH    2 0
 MK1205
 MK1205.Superseded values are not recommended for survey control.
 MK1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1205.See file dsdata.txt to determine how the superseded data were derived.
 MK1205
 MK1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM557214(NAD 83)
 MK1205_MARKER: R = RIVET
 MK1205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1205_SP_SET: BRIDGE
 MK1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1205
 MK1205  HISTORY     - Date     Condition        Report By
 MK1205  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1205  HISTORY     - 1935     GOOD             NGS
 MK1205
 MK1205                          STATION DESCRIPTION
 MK1205
 MK1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1205'0.3 MI W FROM CLARKSON.
 MK1205'0.3 MILES WEST OF STATION.  ON BRIDGE NO. D-63, ON THE EAST
 MK1205'ABUTMENT, AT THE SOUTH POINT OF BRIDGE SEAT LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0116 ***********************************************************************
 NN0116  DESIGNATION -  RV 6
 NN0116  PID         -  NN0116
 NN0116  STATE/COUNTY-  NE/HOLT
 NN0116  USGS QUAD   -  EWING SW (1986)
 NN0116
 NN0116                         *CURRENT SURVEY CONTROL
 NN0116  ___________________________________________________________________
 NN0116* NAD 83(1986)-  42 20 33.     (N)    098 28 08.     (W)     SCALED    
 NN0116* NAVD 88     -       580.430  (meters)    1904.29   (feet)  ADJUSTED  
 NN0116  ___________________________________________________________________
 NN0116  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 NN0116  DYNAMIC HT  -         580.199 (meters)    1903.54  (feet)  COMP
 NN0116  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 NN0116
 NN0116  VERT ORDER  -  SECOND    CLASS 0
 NN0116
 NN0116.The horizontal coordinates were scaled from a topographic map and have
 NN0116.an estimated accuracy of +/- 6 seconds.
 NN0116
 NN0116.The orthometric height was determined by differential leveling
 NN0116.and adjusted by the National Geodetic Survey in June 1991..
 NN0116
 NN0116.The geoid height was determined by GEOID03.
 NN0116
 NN0116.The dynamic height is computed by dividing the NAVD 88
 NN0116.geopotential number by the normal gravity value computed on the
 NN0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0116.degrees latitude (g = 980.6199 gals.).
 NN0116
 NN0116.The modeled gravity was interpolated from observed gravity values.
 NN0116
 NN0116;                    North         East    Units  Estimated Accuracy
 NN0116;SPC NE       -   279,710.      626,140.      MT  (+/- 180 meters Scaled)
 NN0116
 NN0116                          SUPERSEDED SURVEY CONTROL
 NN0116
 NN0116  NGVD 29 (??/??/92)  580.219  (m)         1903.60   (f) ADJ UNCH    2 0
 NN0116
 NN0116.Superseded values are not recommended for survey control.
 NN0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0116.See file dsdata.txt to determine how the superseded data were derived.
 NN0116
 NN0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM437879(NAD 83)
 NN0116_MARKER: R = RIVET
 NN0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0116_SP_SET: WALL
 NN0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0116
 NN0116  HISTORY     - Date     Condition        Report By
 NN0116  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0116  HISTORY     - 1935     GOOD             NGS
 NN0116
 NN0116                          STATION DESCRIPTION
 NN0116
 NN0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NN0116'1.4 MI NW FROM STAFFORD.
 NN0116'1.4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0116'FROM THE STATION AT STAFFORD, HOLT COUNTY, AT BRIDGE 274-3/5, ON
 NN0116'THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF THE EAST CONCRETE
 NN0116'BENCH WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1210 ***********************************************************************
 MK1210  DESIGNATION -  RV 60
 MK1210  PID         -  MK1210
 MK1210  STATE/COUNTY-  NE/COLFAX
 MK1210  USGS QUAD   -  CLARKSON (1966)
 MK1210
 MK1210                         *CURRENT SURVEY CONTROL
 MK1210  ___________________________________________________________________
 MK1210* NAD 83(1986)-  41 43 53.     (N)    097 02 14.     (W)     SCALED    
 MK1210* NAVD 88     -       460.79   (+/-2cm)    1511.8    (feet)  VERTCON   
 MK1210  ___________________________________________________________________
 MK1210  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 MK1210
 MK1210  VERT ORDER  -  ? (See Below)
 MK1210
 MK1210.The horizontal coordinates were scaled from a topographic map and have
 MK1210.an estimated accuracy of +/- 6 seconds.
 MK1210
 MK1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1210.The vertical order pertains to the NGVD 29 superseded value.
 MK1210
 MK1210.The geoid height was determined by GEOID03.
 MK1210
 MK1210;                    North         East    Units  Estimated Accuracy
 MK1210;SPC NE       -   214,950.      746,370.      MT  (+/- 180 meters Scaled)
 MK1210
 MK1210                          SUPERSEDED SURVEY CONTROL
 MK1210
 MK1210  NGVD 29 (??/??/92)  460.615  (m)         1511.20   (f) ADJ UNCH    ?  
 MK1210
 MK1210.Superseded values are not recommended for survey control.
 MK1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1210.See file dsdata.txt to determine how the superseded data were derived.
 MK1210
 MK1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM632218(NAD 83)
 MK1210_MARKER: R = RIVET
 MK1210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1210_SP_SET: BRIDGE
 MK1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1210
 MK1210  HISTORY     - Date     Condition        Report By
 MK1210  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1210  HISTORY     - 1935     GOOD             NGS
 MK1210  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1210
 MK1210                          STATION DESCRIPTION
 MK1210
 MK1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1210'2.7 MI W FROM HOWELL.
 MK1210'2.7 MILES WEST OF DEPOT BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK1210'WESTERN RAILROAD BETWEEN HOWELL AND CLARKSON, ON THE SOUTH
 MK1210'MASONRY HEADWALL OF BRIDGE NO. D-50.
 MK1210
 MK1210                          STATION RECOVERY (1965)
 MK1210
 MK1210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1091 ***********************************************************************
 MK1091  DESIGNATION -  RV 62
 MK1091  PID         -  MK1091
 MK1091  STATE/COUNTY-  NE/COLFAX
 MK1091  USGS QUAD   -  DODGE (1966)
 MK1091
 MK1091                         *CURRENT SURVEY CONTROL
 MK1091  ___________________________________________________________________
 MK1091* NAD 83(1986)-  41 44 00.     (N)    096 56 16.     (W)     SCALED    
 MK1091* NAVD 88     -       450.83   (+/-2cm)    1479.1    (feet)  VERTCON   
 MK1091  ___________________________________________________________________
 MK1091  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 MK1091
 MK1091  VERT ORDER  -  ? (See Below)
 MK1091
 MK1091.The horizontal coordinates were scaled from a topographic map and have
 MK1091.an estimated accuracy of +/- 6 seconds.
 MK1091
 MK1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1091.The vertical order pertains to the NGVD 29 superseded value.
 MK1091
 MK1091.The geoid height was determined by GEOID03.
 MK1091
 MK1091;                    North         East    Units  Estimated Accuracy
 MK1091;SPC NE       -   215,460.      754,630.      MT  (+/- 180 meters Scaled)
 MK1091
 MK1091                          SUPERSEDED SURVEY CONTROL
 MK1091
 MK1091  NGVD 29 (??/??/92)  450.663  (m)         1478.55   (f) ADJ UNCH    ?  
 MK1091
 MK1091.Superseded values are not recommended for survey control.
 MK1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1091.See file dsdata.txt to determine how the superseded data were derived.
 MK1091
 MK1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM715222(NAD 83)
 MK1091_MARKER: R = RIVET
 MK1091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1091_SP_SET: BRIDGE
 MK1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1091
 MK1091  HISTORY     - Date     Condition        Report By
 MK1091  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1091  HISTORY     - 1935     GOOD             NGS
 MK1091
 MK1091                          STATION DESCRIPTION
 MK1091
 MK1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1091'5.4 MI E FROM HOWELL.
 MK1091'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOWELL AND
 MK1091'DODGE, ON THE SOUTH MASONRY HEADWALL OF BRIDGE NO. D-32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1096 ***********************************************************************
 MK1096  DESIGNATION -  RV 63
 MK1096  PID         -  MK1096
 MK1096  STATE/COUNTY-  NE/DODGE
 MK1096  USGS QUAD   -  SNYDER (1966)
 MK1096
 MK1096                         *CURRENT SURVEY CONTROL
 MK1096  ___________________________________________________________________
 MK1096* NAD 83(1986)-  41 42 15.     (N)    096 49 58.     (W)     SCALED    
 MK1096* NAVD 88     -       411.45   (+/-2cm)    1349.9    (feet)  VERTCON   
 MK1096  ___________________________________________________________________
 MK1096  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 MK1096
 MK1096  VERT ORDER  -  ? (See Below)
 MK1096
 MK1096.The horizontal coordinates were scaled from a topographic map and have
 MK1096.an estimated accuracy of +/- 6 seconds.
 MK1096
 MK1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1096.The vertical order pertains to the NGVD 29 superseded value.
 MK1096
 MK1096.The geoid height was determined by GEOID03.
 MK1096
 MK1096;                    North         East    Units  Estimated Accuracy
 MK1096;SPC NE       -   212,540.      763,470.      MT  (+/- 180 meters Scaled)
 MK1096
 MK1096                          SUPERSEDED SURVEY CONTROL
 MK1096
 MK1096  NGVD 29 (??/??/92)  411.292  (m)         1349.38   (f) ADJ UNCH    ?  
 MK1096
 MK1096.Superseded values are not recommended for survey control.
 MK1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1096.See file dsdata.txt to determine how the superseded data were derived.
 MK1096
 MK1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM803192(NAD 83)
 MK1096_MARKER: R = RIVET
 MK1096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1096_SP_SET: BRIDGE
 MK1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1096
 MK1096  HISTORY     - Date     Condition        Report By
 MK1096  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1096  HISTORY     - 1935     GOOD             NGS
 MK1096
 MK1096                          STATION DESCRIPTION
 MK1096
 MK1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1096'2.3 MI W FROM SNYDER.
 MK1096'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN SNYDER
 MK1096'AND DODGE, ON BRIDGE NO. D-18, ON THE SOUTH MASONRY HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1098 ***********************************************************************
 MK1098  DESIGNATION -  RV 64
 MK1098  PID         -  MK1098
 MK1098  STATE/COUNTY-  NE/DODGE
 MK1098  USGS QUAD   -  SNYDER (1966)
 MK1098
 MK1098                         *CURRENT SURVEY CONTROL
 MK1098  ___________________________________________________________________
 MK1098* NAD 83(1986)-  41 42 08.     (N)    096 49 01.     (W)     SCALED    
 MK1098* NAVD 88     -       413.67   (+/-2cm)    1357.2    (feet)  VERTCON   
 MK1098  ___________________________________________________________________
 MK1098  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 MK1098
 MK1098  VERT ORDER  -  ? (See Below)
 MK1098
 MK1098.The horizontal coordinates were scaled from a topographic map and have
 MK1098.an estimated accuracy of +/- 6 seconds.
 MK1098
 MK1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1098.The vertical order pertains to the NGVD 29 superseded value.
 MK1098
 MK1098.The geoid height was determined by GEOID03.
 MK1098
 MK1098;                    North         East    Units  Estimated Accuracy
 MK1098;SPC NE       -   212,370.      764,800.      MT  (+/- 180 meters Scaled)
 MK1098
 MK1098                          SUPERSEDED SURVEY CONTROL
 MK1098
 MK1098  NGVD 29 (??/??/92)  413.516  (m)         1356.68   (f) ADJ UNCH    ?  
 MK1098
 MK1098.Superseded values are not recommended for survey control.
 MK1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1098.See file dsdata.txt to determine how the superseded data were derived.
 MK1098
 MK1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM816190(NAD 83)
 MK1098_MARKER: R = RIVET
 MK1098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1098_SP_SET: BRIDGE
 MK1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1098
 MK1098  HISTORY     - Date     Condition        Report By
 MK1098  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1098  HISTORY     - 1935     GOOD             NGS
 MK1098
 MK1098                          STATION DESCRIPTION
 MK1098
 MK1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1098'1.2 MI W FROM SNYDER.
 MK1098'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN SNYDER
 MK1098'AND DODGE, ON BRIDGE NO. D-14, ON THE NORTH MASONRY HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1107 ***********************************************************************
 MK1107  DESIGNATION -  RV 65
 MK1107  PID         -  MK1107
 MK1107  STATE/COUNTY-  NE/DODGE
 MK1107  USGS QUAD   -  SCRIBNER (1966)
 MK1107
 MK1107                         *CURRENT SURVEY CONTROL
 MK1107  ___________________________________________________________________
 MK1107* NAD 83(1986)-  41 39 56.     (N)    096 40 01.     (W)     SCALED    
 MK1107* NAVD 88     -       382.716  (meters)    1255.63   (feet)  ADJUSTED  
 MK1107  ___________________________________________________________________
 MK1107  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 MK1107  DYNAMIC HT  -         382.570 (meters)    1255.15  (feet)  COMP
 MK1107  MODELED GRAV-     980,229.1   (mgal)                       NAVD 88
 MK1107
 MK1107  VERT ORDER  -  SECOND    CLASS 0
 MK1107
 MK1107.The horizontal coordinates were scaled from a topographic map and have
 MK1107.an estimated accuracy of +/- 6 seconds.
 MK1107
 MK1107.The orthometric height was determined by differential leveling
 MK1107.and adjusted by the National Geodetic Survey in June 1991..
 MK1107
 MK1107.The geoid height was determined by GEOID03.
 MK1107
 MK1107.The dynamic height is computed by dividing the NAVD 88
 MK1107.geopotential number by the normal gravity value computed on the
 MK1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1107.degrees latitude (g = 980.6199 gals.).
 MK1107
 MK1107.The modeled gravity was interpolated from observed gravity values.
 MK1107
 MK1107;                    North         East    Units  Estimated Accuracy
 MK1107;SPC NE       -   208,770.      777,430.      MT  (+/- 180 meters Scaled)
 MK1107
 MK1107                          SUPERSEDED SURVEY CONTROL
 MK1107
 MK1107  NGVD 29 (??/??/92)  382.576  (m)         1255.17   (f) ADJ UNCH    2 0
 MK1107
 MK1107.Superseded values are not recommended for survey control.
 MK1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1107.See file dsdata.txt to determine how the superseded data were derived.
 MK1107
 MK1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM942152(NAD 83)
 MK1107_MARKER: R = RIVET
 MK1107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1107_SP_SET: CONCRETE FOUNDATION
 MK1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1107
 MK1107  HISTORY     - Date     Condition        Report By
 MK1107  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1107  HISTORY     - 1935     GOOD             NGS
 MK1107
 MK1107                          STATION DESCRIPTION
 MK1107
 MK1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1107'AT SCRIBNER.
 MK1107'ON THE CONCRETE TRAIN ORDER SIGNAL FOUNDATION OF THE CHICAGO
 MK1107'AND NORTH WESTERN RAILROAD, AT SCRIBNER DEPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1110 ***********************************************************************
 MK1110  DESIGNATION -  RV 66
 MK1110  PID         -  MK1110
 MK1110  STATE/COUNTY-  NE/DODGE
 MK1110  USGS QUAD   -  HOOPER (1966)
 MK1110
 MK1110                         *CURRENT SURVEY CONTROL
 MK1110  ___________________________________________________________________
 MK1110* NAD 83(1986)-  41 37 00.     (N)    096 34 39.     (W)     SCALED    
 MK1110* NAVD 88     -       375.178  (meters)    1230.90   (feet)  ADJUSTED  
 MK1110  ___________________________________________________________________
 MK1110  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 MK1110  DYNAMIC HT  -         375.027 (meters)    1230.40  (feet)  COMP
 MK1110  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 MK1110
 MK1110  VERT ORDER  -  SECOND    CLASS 0
 MK1110
 MK1110.The horizontal coordinates were scaled from a topographic map and have
 MK1110.an estimated accuracy of +/- 6 seconds.
 MK1110
 MK1110.The orthometric height was determined by differential leveling
 MK1110.and adjusted by the National Geodetic Survey in June 1991..
 MK1110
 MK1110.The geoid height was determined by GEOID03.
 MK1110
 MK1110.The dynamic height is computed by dividing the NAVD 88
 MK1110.geopotential number by the normal gravity value computed on the
 MK1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1110.degrees latitude (g = 980.6199 gals.).
 MK1110
 MK1110.The modeled gravity was interpolated from observed gravity values.
 MK1110
 MK1110;                    North         East    Units  Estimated Accuracy
 MK1110;SPC NE       -   203,640.      785,080.      MT  (+/- 180 meters Scaled)
 MK1110
 MK1110                          SUPERSEDED SURVEY CONTROL
 MK1110
 MK1110  NGVD 29 (??/??/92)  375.036  (m)         1230.43   (f) ADJ UNCH    2 0
 MK1110
 MK1110.Superseded values are not recommended for survey control.
 MK1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1110.See file dsdata.txt to determine how the superseded data were derived.
 MK1110
 MK1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM018100(NAD 83)
 MK1110_MARKER: R = RIVET
 MK1110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1110_SP_SET: BRIDGE
 MK1110_MARK LOGO: NONE  
 MK1110_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1110
 MK1110  HISTORY     - Date     Condition        Report By
 MK1110  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1110  HISTORY     - 1968     GOOD             NGS
 MK1110  HISTORY     - 19910424 GOOD             NEDR
 MK1110
 MK1110                          STATION DESCRIPTION
 MK1110
 MK1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MK1110'1.6 MI W FROM HOOPER.
 MK1110'1.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK1110'THE INTERSECTION OF U.S. HIGHWAY 75 AND MAIN STREET IN HOOPER,
 MK1110'AT BRIDGE NUMBER 30-1/2, AND IN THE TOP OF THE SOUTH MASONRY
 MK1110'HEAD WALL, A STANDARD MONEL-METAL RIVET.
 MK1110
 MK1110                          STATION RECOVERY (1991)
 MK1110
 MK1110'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991
 MK1110'RECOVERED IN GOOD CONDITION, HOWEVER, RAILROAD IS NOW ABANDONED AND
 MK1110'THE OLD STONE BRIDGE IS STARTING TO DETERIORATE AND WILL BE REMOVED
 MK1110'IN THE FUTURE.  BENCH MARK RV 66 RESET WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2203 ***********************************************************************
 MK2203  DESIGNATION -  RV 66 RESET
 MK2203  PID         -  MK2203
 MK2203  STATE/COUNTY-  NE/DODGE
 MK2203  USGS QUAD   -  HOOPER (1966)
 MK2203
 MK2203                         *CURRENT SURVEY CONTROL
 MK2203  ___________________________________________________________________
 MK2203* NAD 83(1986)-  41 37 00.     (N)    096 34 39.     (W)     SCALED    
 MK2203* NAVD 88     -       383.27   (meters)    1257.4    (feet)  RESET     
 MK2203  ___________________________________________________________________
 MK2203  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 MK2203
 MK2203  VERT ORDER  -  THIRD
 MK2203
 MK2203.The horizontal coordinates were scaled from a topographic map and have
 MK2203.an estimated accuracy of +/- 6 seconds.
 MK2203
 MK2203.The orthometric height was computed from unverified reset data.
 MK2203.No vertical observational check was made to the station.
 MK2203
 MK2203.The geoid height was determined by GEOID03.
 MK2203
 MK2203;                    North         East    Units  Estimated Accuracy
 MK2203;SPC NE       -   203,640.      785,080.      MT  (+/- 180 meters Scaled)
 MK2203
 MK2203                          SUPERSEDED SURVEY CONTROL
 MK2203
 MK2203  NGVD 29 (08/02/06)  383.12   (m)         1257.0    (f) RESET       3  
 MK2203
 MK2203.Superseded values are not recommended for survey control.
 MK2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2203.See file dsdata.txt to determine how the superseded data were derived.
 MK2203
 MK2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM018100(NAD 83)
 MK2203_MARKER: DV = VERTICAL CONTROL DISK
 MK2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK2203_SP_SET: CONCRETE POST
 MK2203_STAMPING: RV 66 RESET 1991
 MK2203_MARK LOGO: NGS   
 MK2203_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 MK2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK2203+STABILITY: SURFACE MOTION
 MK2203
 MK2203  HISTORY     - Date     Condition        Report By
 MK2203  HISTORY     - 1991     MONUMENTED       NEDR
 MK2203
 MK2203                          STATION DESCRIPTION
 MK2203
 MK2203'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991
 MK2203'FROM THE JUNCTION OF U.S. HIGHWAY 275 AND MAIN STREET, IN HOOPER, GO
 MK2203'NORTHWEST ON HIGHWAY 275 FOR 1.65 MILES TO COUNTY ROAD 18 ON THE
 MK2203'LEFT.  TURN LEFT AND GO SOUTH ON THE COUNTY ROAD FOR 800 FT (243.8 M)
 MK2203'TO THE MARK ON THE WEST RIGHT-OF-WAY OF THE ROAD AND IN LINE WITH A
 MK2203'FENCE LINE LEADING WEST.  THE MARK IS ON THE WEST SIDE OF SEC14,
 MK2203'T19N, R7E, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT THAT
 MK2203'PROJECTS 0.4 FT (0.1 M) ABOVE THE GROUND SURFACE.  IT IS 800 FT
 MK2203'(243.8 M) SOUTH FROM THE CENTERLINE OF U.S. HIGHWAY 275, 31.5 FT
 MK2203'(9.6 M) WEST FROM THE CENTERLINE OF DODGE COUNTY ROAD 18, 17.88 FT
 MK2203'(5.45 M) NORTH-NORTHEAST FROM A UTILITY POLE, 1.25 FT (0.38 M) EAST
 MK2203'FROM THE BOTTOM OF A WITNESS POST AND 2.3 FT (0.7 M) EAST FROM THE
 MK2203'WEST RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1112 ***********************************************************************
 MK1112  DESIGNATION -  RV 67
 MK1112  PID         -  MK1112
 MK1112  STATE/COUNTY-  NE/DODGE
 MK1112  USGS QUAD   -  HOOPER (1966)
 MK1112
 MK1112                         *CURRENT SURVEY CONTROL
 MK1112  ___________________________________________________________________
 MK1112* NAD 83(1986)-  41 36 31.     (N)    096 32 27.     (W)     SCALED    
 MK1112* NAVD 88     -       373.568  (meters)    1225.61   (feet)  ADJUSTED  
 MK1112  ___________________________________________________________________
 MK1112  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 MK1112  DYNAMIC HT  -         373.419 (meters)    1225.13  (feet)  COMP
 MK1112  MODELED GRAV-     980,213.9   (mgal)                       NAVD 88
 MK1112
 MK1112  VERT ORDER  -  SECOND    CLASS 0
 MK1112
 MK1112.The horizontal coordinates were scaled from a topographic map and have
 MK1112.an estimated accuracy of +/- 6 seconds.
 MK1112
 MK1112.The orthometric height was determined by differential leveling
 MK1112.and adjusted by the National Geodetic Survey in June 1991..
 MK1112
 MK1112.The geoid height was determined by GEOID03.
 MK1112
 MK1112.The dynamic height is computed by dividing the NAVD 88
 MK1112.geopotential number by the normal gravity value computed on the
 MK1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1112.degrees latitude (g = 980.6199 gals.).
 MK1112
 MK1112.The modeled gravity was interpolated from observed gravity values.
 MK1112
 MK1112;                    North         East    Units  Estimated Accuracy
 MK1112;SPC NE       -   202,870.      788,170.      MT  (+/- 180 meters Scaled)
 MK1112
 MK1112                          SUPERSEDED SURVEY CONTROL
 MK1112
 MK1112  NGVD 29 (??/??/92)  373.430  (m)         1225.16   (f) ADJ UNCH    2 0
 MK1112
 MK1112.Superseded values are not recommended for survey control.
 MK1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1112.See file dsdata.txt to determine how the superseded data were derived.
 MK1112
 MK1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM049092(NAD 83)
 MK1112_MARKER: R = RIVET
 MK1112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1112_SP_SET: BRIDGE
 MK1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1112
 MK1112  HISTORY     - Date     Condition        Report By
 MK1112  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1112  HISTORY     - 1935     GOOD             NGS
 MK1112
 MK1112                          STATION DESCRIPTION
 MK1112
 MK1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1112'AT HOOPER.
 MK1112'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD IN HOOPER, ON
 MK1112'BRIDGE NO. 27, ON THE MASONRY HEADWALL, ON THE NORTH SIDE OF
 MK1112'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0531 ***********************************************************************
 LG0531  DESIGNATION -  RV 70
 LG0531  PID         -  LG0531
 LG0531  STATE/COUNTY-  NE/SEWARD
 LG0531  USGS QUAD   -  SEWARD (1964)
 LG0531
 LG0531                         *CURRENT SURVEY CONTROL
 LG0531  ___________________________________________________________________
 LG0531* NAD 83(1986)-  40 55 30.     (N)    097 05 09.     (W)     SCALED    
 LG0531* NAVD 88     -       447.328  (meters)    1467.61   (feet)  ADJUSTED  
 LG0531  ___________________________________________________________________
 LG0531  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 LG0531  DYNAMIC HT  -         447.093 (meters)    1466.84  (feet)  COMP
 LG0531  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 LG0531
 LG0531  VERT ORDER  -  SECOND    CLASS 0
 LG0531
 LG0531.The horizontal coordinates were scaled from a topographic map and have
 LG0531.an estimated accuracy of +/- 6 seconds.
 LG0531
 LG0531.The orthometric height was determined by differential leveling
 LG0531.and adjusted by the National Geodetic Survey in June 1991..
 LG0531
 LG0531.The geoid height was determined by GEOID03.
 LG0531
 LG0531.The dynamic height is computed by dividing the NAVD 88
 LG0531.geopotential number by the normal gravity value computed on the
 LG0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0531.degrees latitude (g = 980.6199 gals.).
 LG0531
 LG0531.The modeled gravity was interpolated from observed gravity values.
 LG0531
 LG0531;                    North         East    Units  Estimated Accuracy
 LG0531;SPC NE       -   125,340.      745,340.      MT  (+/- 180 meters Scaled)
 LG0531
 LG0531                          SUPERSEDED SURVEY CONTROL
 LG0531
 LG0531  NGVD 29 (??/??/92)  447.148  (m)         1467.02   (f) ADJ UNCH    2 0
 LG0531
 LG0531.Superseded values are not recommended for survey control.
 LG0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0531.See file dsdata.txt to determine how the superseded data were derived.
 LG0531
 LG0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL611321(NAD 83)
 LG0531_MARKER: R = RIVET
 LG0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0531_SP_SET: CULVERT
 LG0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0531
 LG0531  HISTORY     - Date     Condition        Report By
 LG0531  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0531  HISTORY     - 1935     GOOD             NGS
 LG0531
 LG0531                          STATION DESCRIPTION
 LG0531
 LG0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LG0531'1.8 MI N FROM SEWARD.
 LG0531'1.8 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0531'FROM THE STATION AT SEWARD, SEWARD COUNTY, 0.3 MILE SOUTH OF A
 LG0531'ROAD CROSSING, AT SANDSTONE CULVERT C 57, IN THE TOP OF THE
 LG0531'HEADWALL, 2 FEET NORTH OF THE SOUTHWEST CORNER, 0.8 FOOT EAST
 LG0531'OF THE WEST SIDE, AND 12 FEET WEST OF THE WEST RAIL.  A STANDARD
 LG0531'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1582 ***********************************************************************
 MK1582  DESIGNATION -  RV 70 1
 MK1582  PID         -  MK1582
 MK1582  STATE/COUNTY-  NE/NANCE
 MK1582  USGS QUAD   -  FULLERTON NE (1958)
 MK1582
 MK1582                         *CURRENT SURVEY CONTROL
 MK1582  ___________________________________________________________________
 MK1582* NAD 83(1986)-  41 25 42.     (N)    097 45 13.     (W)     SCALED    
 MK1582* NAVD 88     -       478.962  (meters)    1571.39   (feet)  ADJUSTED  
 MK1582  ___________________________________________________________________
 MK1582  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 MK1582  DYNAMIC HT  -         478.739 (meters)    1570.66  (feet)  COMP
 MK1582  MODELED GRAV-     980,143.0   (mgal)                       NAVD 88
 MK1582
 MK1582  VERT ORDER  -  SECOND    CLASS 0
 MK1582
 MK1582.The horizontal coordinates were scaled from a topographic map and have
 MK1582.an estimated accuracy of +/- 6 seconds.
 MK1582
 MK1582.The orthometric height was determined by differential leveling
 MK1582.and adjusted by the National Geodetic Survey in June 1991..
 MK1582
 MK1582.The geoid height was determined by GEOID03.
 MK1582
 MK1582.The dynamic height is computed by dividing the NAVD 88
 MK1582.geopotential number by the normal gravity value computed on the
 MK1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1582.degrees latitude (g = 980.6199 gals.).
 MK1582
 MK1582.The modeled gravity was interpolated from observed gravity values.
 MK1582
 MK1582;                    North         East    Units  Estimated Accuracy
 MK1582;SPC NE       -   179,520.      687,690.      MT  (+/- 180 meters Scaled)
 MK1582
 MK1582                          SUPERSEDED SURVEY CONTROL
 MK1582
 MK1582  NGVD 29 (??/??/92)  478.753  (m)         1570.71   (f) ADJ UNCH    2 0
 MK1582
 MK1582.Superseded values are not recommended for survey control.
 MK1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1582.See file dsdata.txt to determine how the superseded data were derived.
 MK1582
 MK1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL041870(NAD 83)
 MK1582_MARKER: R = RIVET
 MK1582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1582_SP_SET: CULVERT
 MK1582_STAMPING: 70-1
 MK1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1582
 MK1582  HISTORY     - Date     Condition        Report By
 MK1582  HISTORY     - UNK      MONUMENTED       NEGS
 MK1582  HISTORY     - 1950     GOOD             NGS
 MK1582
 MK1582                          STATION DESCRIPTION
 MK1582
 MK1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1582'2.3 MI SW FROM GENOA.
 MK1582'2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 MK1582'AT GENOA, 74 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MK1582'31 FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, SET IN
 MK1582'THE TOP OF THE EAST END OF THE NORTH HEADWALL OF UNION PACIFIC
 MK1582'RAILROAD CULVERT 1.90, 1.2 FEET WEST OF THE EAST END OF THE
 MK1582'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0530 ***********************************************************************
 LG0530  DESIGNATION -  RV 71
 LG0530  PID         -  LG0530
 LG0530  STATE/COUNTY-  NE/SEWARD
 LG0530  USGS QUAD   -  SEWARD (1964)
 LG0530
 LG0530                         *CURRENT SURVEY CONTROL
 LG0530  ___________________________________________________________________
 LG0530* NAD 83(1986)-  40 54 26.     (N)    097 06 22.     (W)     SCALED    
 LG0530* NAVD 88     -       441.489  (meters)    1448.45   (feet)  ADJUSTED  
 LG0530  ___________________________________________________________________
 LG0530  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0530  DYNAMIC HT  -         441.258 (meters)    1447.69  (feet)  COMP
 LG0530  MODELED GRAV-     980,086.1   (mgal)                       NAVD 88
 LG0530
 LG0530  VERT ORDER  -  SECOND    CLASS 0
 LG0530
 LG0530.The horizontal coordinates were scaled from a topographic map and have
 LG0530.an estimated accuracy of +/- 6 seconds.
 LG0530
 LG0530.The orthometric height was determined by differential leveling
 LG0530.and adjusted by the National Geodetic Survey in June 1991..
 LG0530
 LG0530.The geoid height was determined by GEOID03.
 LG0530
 LG0530.The dynamic height is computed by dividing the NAVD 88
 LG0530.geopotential number by the normal gravity value computed on the
 LG0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0530.degrees latitude (g = 980.6199 gals.).
 LG0530
 LG0530.The modeled gravity was interpolated from observed gravity values.
 LG0530
 LG0530;                    North         East    Units  Estimated Accuracy
 LG0530;SPC NE       -   123,310.      743,700.      MT  (+/- 180 meters Scaled)
 LG0530
 LG0530                          SUPERSEDED SURVEY CONTROL
 LG0530
 LG0530  NGVD 29 (??/??/92)  441.310  (m)         1447.86   (f) ADJ UNCH    2 0
 LG0530
 LG0530.Superseded values are not recommended for survey control.
 LG0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0530.See file dsdata.txt to determine how the superseded data were derived.
 LG0530
 LG0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL595301(NAD 83)
 LG0530_MARKER: R = RIVET
 LG0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0530_SP_SET: TOWER BASE
 LG0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0530
 LG0530  HISTORY     - Date     Condition        Report By
 LG0530  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0530  HISTORY     - 1935     GOOD             NGS
 LG0530  HISTORY     - 1939     GOOD             NGS
 LG0530
 LG0530                          STATION DESCRIPTION
 LG0530
 LG0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LG0530'AT SEWARD.
 LG0530'AT SEWARD, SEWARD COUNTY, ON THE CHICAGO AND NORTH WESTERN
 LG0530'RAILWAY, 46.2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION,
 LG0530'AT THE WATER TOWER, IN THE TOP OF THE NORTHWEST CORNER OF THE
 LG0530'NORTHWEST BASE, AND 10.4 FEET EAST OF THE EAST RAIL.  A STANDARD
 LG0530'MONEL-METAL RIVET.
 LG0530
 LG0530                          STATION RECOVERY (1939)
 LG0530
 LG0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 LG0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0496 ***********************************************************************
 LG0496  DESIGNATION -  RV 72
 LG0496  PID         -  LG0496
 LG0496  STATE/COUNTY-  NE/SEWARD
 LG0496  USGS QUAD   -  GOEHNER (1964)
 LG0496
 LG0496                         *CURRENT SURVEY CONTROL
 LG0496  ___________________________________________________________________
 LG0496* NAD 83(1986)-  40 50 54.     (N)    097 11 38.     (W)     SCALED    
 LG0496* NAVD 88     -       466.858  (meters)    1531.68   (feet)  ADJUSTED  
 LG0496  ___________________________________________________________________
 LG0496  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 LG0496  DYNAMIC HT  -         466.609 (meters)    1530.87  (feet)  COMP
 LG0496  MODELED GRAV-     980,077.4   (mgal)                       NAVD 88
 LG0496
 LG0496  VERT ORDER  -  SECOND    CLASS 0
 LG0496
 LG0496.The horizontal coordinates were scaled from a topographic map and have
 LG0496.an estimated accuracy of +/- 6 seconds.
 LG0496
 LG0496.The orthometric height was determined by differential leveling
 LG0496.and adjusted by the National Geodetic Survey in June 1991..
 LG0496
 LG0496.The geoid height was determined by GEOID03.
 LG0496
 LG0496.The dynamic height is computed by dividing the NAVD 88
 LG0496.geopotential number by the normal gravity value computed on the
 LG0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0496.degrees latitude (g = 980.6199 gals.).
 LG0496
 LG0496.The modeled gravity was interpolated from observed gravity values.
 LG0496
 LG0496;                    North         East    Units  Estimated Accuracy
 LG0496;SPC NE       -   116,530.      736,530.      MT  (+/- 180 meters Scaled)
 LG0496
 LG0496                          SUPERSEDED SURVEY CONTROL
 LG0496
 LG0496  NGVD 29 (??/??/92)  466.675  (m)         1531.08   (f) ADJ UNCH    2 0
 LG0496
 LG0496.Superseded values are not recommended for survey control.
 LG0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0496.See file dsdata.txt to determine how the superseded data were derived.
 LG0496
 LG0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL522234(NAD 83)
 LG0496_MARKER: R = RIVET
 LG0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0496_SP_SET: CULVERT
 LG0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0496
 LG0496  HISTORY     - Date     Condition        Report By
 LG0496  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0496  HISTORY     - 1938     GOOD             NGS
 LG0496  HISTORY     - 1938     GOOD             NGS
 LG0496
 LG0496                          STATION DESCRIPTION
 LG0496
 LG0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LG0496'1.7 MI NE FROM GOEHNER.
 LG0496'1.7 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0496'FROM THE STATION AT GOEHNER, SEWARD COUNTY, AT CULVERT C 71, AND
 LG0496'IN THE TOP OF THE SOUTH HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 LG0496
 LG0496                          STATION RECOVERY (1938)
 LG0496
 LG0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 LG0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0494 ***********************************************************************
 LG0494  DESIGNATION -  RV 73
 LG0494  PID         -  LG0494
 LG0494  STATE/COUNTY-  NE/SEWARD
 LG0494  USGS QUAD   -  GOEHNER (1964)
 LG0494
 LG0494                         *CURRENT SURVEY CONTROL
 LG0494  ___________________________________________________________________
 LG0494* NAD 83(1986)-  40 50 22.     (N)    097 12 42.     (W)     SCALED    
 LG0494* NAVD 88     -       468.464  (meters)    1536.95   (feet)  ADJUSTED  
 LG0494  ___________________________________________________________________
 LG0494  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0494  DYNAMIC HT  -         468.214 (meters)    1536.13  (feet)  COMP
 LG0494  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 LG0494
 LG0494  VERT ORDER  -  SECOND    CLASS 0
 LG0494
 LG0494.The horizontal coordinates were scaled from a topographic map and have
 LG0494.an estimated accuracy of +/- 6 seconds.
 LG0494
 LG0494.The orthometric height was determined by differential leveling
 LG0494.and adjusted by the National Geodetic Survey in June 1991..
 LG0494
 LG0494.The geoid height was determined by GEOID03.
 LG0494
 LG0494.The dynamic height is computed by dividing the NAVD 88
 LG0494.geopotential number by the normal gravity value computed on the
 LG0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0494.degrees latitude (g = 980.6199 gals.).
 LG0494
 LG0494.The modeled gravity was interpolated from observed gravity values.
 LG0494
 LG0494;                    North         East    Units  Estimated Accuracy
 LG0494;SPC NE       -   115,500.      735,060.      MT  (+/- 180 meters Scaled)
 LG0494
 LG0494                          SUPERSEDED SURVEY CONTROL
 LG0494
 LG0494  NGVD 29 (??/??/92)  468.280  (m)         1536.35   (f) ADJ UNCH    2 0
 LG0494
 LG0494.Superseded values are not recommended for survey control.
 LG0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0494.See file dsdata.txt to determine how the superseded data were derived.
 LG0494
 LG0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL507224(NAD 83)
 LG0494_MARKER: R = RIVET
 LG0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0494_SP_SET: CULVERT
 LG0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0494
 LG0494  HISTORY     - Date     Condition        Report By
 LG0494  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0494  HISTORY     - 1938     GOOD             NGS
 LG0494  HISTORY     - 1938     GOOD             NGS
 LG0494
 LG0494                          STATION DESCRIPTION
 LG0494
 LG0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LG0494'0.8 MI NE FROM GOEHNER.
 LG0494'0.8 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0494'FROM THE STATION AT GOEHNER, SEWARD COUNTY, AT CONCRETE CULVERT
 LG0494'C 73, AND IN THE TOP OF THE SOUTH HEAD WALL.  A STANDARD
 LG0494'MONEL-METAL RIVET.
 LG0494
 LG0494                          STATION RECOVERY (1938)
 LG0494
 LG0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 LG0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0489 ***********************************************************************
 LG0489  DESIGNATION -  RV 74
 LG0489  PID         -  LG0489
 LG0489  STATE/COUNTY-  NE/SEWARD
 LG0489  USGS QUAD   -  BEAVER CROSSING (1966)
 LG0489
 LG0489                         *CURRENT SURVEY CONTROL
 LG0489  ___________________________________________________________________
 LG0489* NAD 83(1986)-  40 46 35.     (N)    097 17 10.     (W)     SCALED    
 LG0489* NAVD 88     -       444.655  (meters)    1458.84   (feet)  ADJUSTED  
 LG0489  ___________________________________________________________________
 LG0489  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 LG0489  DYNAMIC HT  -         444.413 (meters)    1458.05  (feet)  COMP
 LG0489  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 LG0489
 LG0489  VERT ORDER  -  SECOND    CLASS 0
 LG0489
 LG0489.The horizontal coordinates were scaled from a topographic map and have
 LG0489.an estimated accuracy of +/- 6 seconds.
 LG0489
 LG0489.The orthometric height was determined by differential leveling
 LG0489.and adjusted by the National Geodetic Survey in June 1991..
 LG0489
 LG0489.The geoid height was determined by GEOID03.
 LG0489
 LG0489.The dynamic height is computed by dividing the NAVD 88
 LG0489.geopotential number by the normal gravity value computed on the
 LG0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0489.degrees latitude (g = 980.6199 gals.).
 LG0489
 LG0489.The modeled gravity was interpolated from observed gravity values.
 LG0489
 LG0489;                    North         East    Units  Estimated Accuracy
 LG0489;SPC NE       -   108,300.      729,010.      MT  (+/- 180 meters Scaled)
 LG0489
 LG0489                          SUPERSEDED SURVEY CONTROL
 LG0489
 LG0489  NGVD 29 (??/??/92)  444.476  (m)         1458.25   (f) ADJ UNCH    2 0
 LG0489
 LG0489.Superseded values are not recommended for survey control.
 LG0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0489.See file dsdata.txt to determine how the superseded data were derived.
 LG0489
 LG0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL446153(NAD 83)
 LG0489_MARKER: R = RIVET
 LG0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0489_SP_SET: TANK FOUNDATION
 LG0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0489
 LG0489  HISTORY     - Date     Condition        Report By
 LG0489  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0489  HISTORY     - 1935     GOOD             NGS
 LG0489  HISTORY     - 1945     MARK NOT FOUND   NGS
 LG0489
 LG0489                          STATION DESCRIPTION
 LG0489
 LG0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LG0489'AT BEAVER CROSSING.
 LG0489'AT BEAVER CROSSING, SEWARD COUNTY, ON THE CHICAGO AND NORTH
 LG0489'WESTERN RAILWAY, 200 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LG0489'STATION, AT A WATER TANK, IN THE TOP OF THE WEST FOUNDATION,
 LG0489'AND 15 FEET WEST OF THE WEST RAIL.  A STANDARD MONEL-METAL RIVET.
 LG0489
 LG0489                          STATION RECOVERY (1945)
 LG0489
 LG0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 LG0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0485 ***********************************************************************
 LG0485  DESIGNATION -  RV 75
 LG0485  PID         -  LG0485
 LG0485  STATE/COUNTY-  NE/SEWARD
 LG0485  USGS QUAD   -  FRIEND (1966)
 LG0485
 LG0485                         *CURRENT SURVEY CONTROL
 LG0485  ___________________________________________________________________
 LG0485* NAD 83(1986)-  40 43 37.     (N)    097 20 41.     (W)     SCALED    
 LG0485* NAVD 88     -       475.278  (meters)    1559.31   (feet)  ADJUSTED  
 LG0485  ___________________________________________________________________
 LG0485  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0485  DYNAMIC HT  -         475.019 (meters)    1558.46  (feet)  COMP
 LG0485  MODELED GRAV-     980,064.9   (mgal)                       NAVD 88
 LG0485
 LG0485  VERT ORDER  -  SECOND    CLASS 0
 LG0485
 LG0485.The horizontal coordinates were scaled from a topographic map and have
 LG0485.an estimated accuracy of +/- 6 seconds.
 LG0485
 LG0485.The orthometric height was determined by differential leveling
 LG0485.and adjusted by the National Geodetic Survey in June 1991..
 LG0485
 LG0485.The geoid height was determined by GEOID03.
 LG0485
 LG0485.The dynamic height is computed by dividing the NAVD 88
 LG0485.geopotential number by the normal gravity value computed on the
 LG0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0485.degrees latitude (g = 980.6199 gals.).
 LG0485
 LG0485.The modeled gravity was interpolated from observed gravity values.
 LG0485
 LG0485;                    North         East    Units  Estimated Accuracy
 LG0485;SPC NE       -   102,660.      724,230.      MT  (+/- 180 meters Scaled)
 LG0485
 LG0485                          SUPERSEDED SURVEY CONTROL
 LG0485
 LG0485  NGVD 29 (??/??/92)  475.105  (m)         1558.74   (f) ADJ UNCH    2 0
 LG0485
 LG0485.Superseded values are not recommended for survey control.
 LG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0485.See file dsdata.txt to determine how the superseded data were derived.
 LG0485
 LG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL397097(NAD 83)
 LG0485_MARKER: R = RIVET
 LG0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0485_SP_SET: CULVERT
 LG0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0485
 LG0485  HISTORY     - Date     Condition        Report By
 LG0485  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0485  HISTORY     - 1935     GOOD             NGS
 LG0485  HISTORY     - 1938     GOOD             NGS
 LG0485
 LG0485                          STATION DESCRIPTION
 LG0485
 LG0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LG0485'0.9 MI NE FROM CORDOVA.
 LG0485'0.9 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0485'FROM THE STATION AT CORDOVA, SEWARD COUNTY, AT CULVERT C 89, AND
 LG0485'IN THE TOP OF THE NORTH HEAD WALL.  A STANDARD MONEL-METAL
 LG0485'RIVET.
 LG0485
 LG0485                          STATION RECOVERY (1938)
 LG0485
 LG0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 LG0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0480 ***********************************************************************
 LG0480  DESIGNATION -  RV 76
 LG0480  PID         -  LG0480
 LG0480  STATE/COUNTY-  NE/FILLMORE
 LG0480  USGS QUAD   -  EXETER (1969)
 LG0480
 LG0480                         *CURRENT SURVEY CONTROL
 LG0480  ___________________________________________________________________
 LG0480* NAD 83(1986)-  40 39 49.     (N)    097 24 55.     (W)     SCALED    
 LG0480* NAVD 88     -       485.282  (meters)    1592.13   (feet)  ADJUSTED  
 LG0480  ___________________________________________________________________
 LG0480  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 LG0480  DYNAMIC HT  -         485.016 (meters)    1591.26  (feet)  COMP
 LG0480  MODELED GRAV-     980,061.6   (mgal)                       NAVD 88
 LG0480
 LG0480  VERT ORDER  -  FIRST     CLASS II
 LG0480
 LG0480.The horizontal coordinates were scaled from a topographic map and have
 LG0480.an estimated accuracy of +/- 6 seconds.
 LG0480
 LG0480.The orthometric height was determined by differential leveling
 LG0480.and adjusted by the National Geodetic Survey in June 1991..
 LG0480
 LG0480.The geoid height was determined by GEOID03.
 LG0480
 LG0480.The dynamic height is computed by dividing the NAVD 88
 LG0480.geopotential number by the normal gravity value computed on the
 LG0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0480.degrees latitude (g = 980.6199 gals.).
 LG0480
 LG0480.The modeled gravity was interpolated from observed gravity values.
 LG0480
 LG0480;                    North         East    Units  Estimated Accuracy
 LG0480;SPC NE       -    95,450.      718,480.      MT  (+/- 180 meters Scaled)
 LG0480
 LG0480                          SUPERSEDED SURVEY CONTROL
 LG0480
 LG0480  NGVD 29 (??/??/92)  485.117  (m)         1591.59   (f) ADJ UNCH    1 2
 LG0480
 LG0480.Superseded values are not recommended for survey control.
 LG0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0480.See file dsdata.txt to determine how the superseded data were derived.
 LG0480
 LG0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL339026(NAD 83)
 LG0480_MARKER: R = RIVET
 LG0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0480_SP_SET: CULVERT
 LG0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0480
 LG0480  HISTORY     - Date     Condition        Report By
 LG0480  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0480  HISTORY     - 1935     GOOD             NGS
 LG0480  HISTORY     - 1940     GOOD             NGS
 LG0480
 LG0480                          STATION DESCRIPTION
 LG0480
 LG0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LG0480'2.3 MI NE FROM EXETER.
 LG0480'2.3 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 LG0480'FROM THE STATION AT EXETER, FILLMORE COUNTY, 1.3 MILES NORTHEAST
 LG0480'OF THE JUNCTION OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LG0480'AT CONCRETE CULVERT C 97, AND IN THE TOP OF THE SOUTH END OF THE
 LG0480'CONCRETE HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 LG0480
 LG0480                          STATION RECOVERY (1940)
 LG0480
 LG0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 LG0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1295 ***********************************************************************
 MK1295  DESIGNATION -  RV 78
 MK1295  PID         -  MK1295
 MK1295  STATE/COUNTY-  NE/BUTLER
 MK1295  USGS QUAD   -  DAVID CITY WEST (1968)
 MK1295
 MK1295                         *CURRENT SURVEY CONTROL
 MK1295  ___________________________________________________________________
 MK1295* NAD 83(1986)-  41 15 17.     (N)    097 07 45.     (W)     SCALED    
 MK1295* NAVD 88     -       493.00   (+/-2cm)    1617.5    (feet)  VERTCON   
 MK1295  ___________________________________________________________________
 MK1295  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 MK1295
 MK1295  VERT ORDER  -  ? (See Below)
 MK1295
 MK1295.The horizontal coordinates were scaled from a topographic map and have
 MK1295.an estimated accuracy of +/- 6 seconds.
 MK1295
 MK1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1295.The vertical order pertains to the NGVD 29 superseded value.
 MK1295
 MK1295.The geoid height was determined by GEOID03.
 MK1295
 MK1295;                    North         East    Units  Estimated Accuracy
 MK1295;SPC NE       -   161,800.      740,480.      MT  (+/- 180 meters Scaled)
 MK1295
 MK1295                          SUPERSEDED SURVEY CONTROL
 MK1295
 MK1295  NGVD 29 (??/??/92)  492.826  (m)         1616.88   (f) ADJ UNCH    ?  
 MK1295
 MK1295.Superseded values are not recommended for survey control.
 MK1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1295.See file dsdata.txt to determine how the superseded data were derived.
 MK1295
 MK1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL567687(NAD 83)
 MK1295_MARKER: R = RIVET
 MK1295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1295_SP_SET: PEDESTAL
 MK1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1295
 MK1295  HISTORY     - Date     Condition        Report By
 MK1295  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1295  HISTORY     - 1935     GOOD             NGS
 MK1295  HISTORY     - 1966     MARK NOT FOUND   CNWRR
 MK1295
 MK1295                          STATION DESCRIPTION
 MK1295
 MK1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1295'IN DAVID CITY.
 MK1295'ON THE WEST PEDESTAL OF THE WATER TANK FOUNDATION, ON PEDESTAL
 MK1295'NEAREST TRACK.
 MK1295
 MK1295                          STATION RECOVERY (1966)
 MK1295
 MK1295'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1966
 MK1295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1300 ***********************************************************************
 MK1300  DESIGNATION -  RV 79
 MK1300  PID         -  MK1300
 MK1300  STATE/COUNTY-  NE/BUTLER
 MK1300  USGS QUAD   -  GARRISON (1965)
 MK1300
 MK1300                         *CURRENT SURVEY CONTROL
 MK1300  ___________________________________________________________________
 MK1300* NAD 83(1986)-  41 12 20.     (N)    097 11 43.     (W)     SCALED    
 MK1300* NAVD 88     -       485.208  (meters)    1591.89   (feet)  ADJUSTED  
 MK1300  ___________________________________________________________________
 MK1300  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 MK1300  DYNAMIC HT  -         484.981 (meters)    1591.14  (feet)  COMP
 MK1300  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 MK1300
 MK1300  VERT ORDER  -  SECOND    CLASS 0
 MK1300
 MK1300.The horizontal coordinates were scaled from a topographic map and have
 MK1300.an estimated accuracy of +/- 6 seconds.
 MK1300
 MK1300.The orthometric height was determined by differential leveling
 MK1300.and adjusted by the National Geodetic Survey in June 1991..
 MK1300
 MK1300.The geoid height was determined by GEOID03.
 MK1300
 MK1300.The dynamic height is computed by dividing the NAVD 88
 MK1300.geopotential number by the normal gravity value computed on the
 MK1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1300.degrees latitude (g = 980.6199 gals.).
 MK1300
 MK1300.The modeled gravity was interpolated from observed gravity values.
 MK1300
 MK1300;                    North         East    Units  Estimated Accuracy
 MK1300;SPC NE       -   156,170.      735,120.      MT  (+/- 180 meters Scaled)
 MK1300
 MK1300                          SUPERSEDED SURVEY CONTROL
 MK1300
 MK1300  NGVD 29 (??/??/92)  485.035  (m)         1591.32   (f) ADJ UNCH    2 0
 MK1300
 MK1300.Superseded values are not recommended for survey control.
 MK1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1300.See file dsdata.txt to determine how the superseded data were derived.
 MK1300
 MK1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL513631(NAD 83)
 MK1300_MARKER: R = RIVET
 MK1300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1300_SP_SET: BRIDGE
 MK1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1300
 MK1300  HISTORY     - Date     Condition        Report By
 MK1300  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1300  HISTORY     - 1935     GOOD             NGS
 MK1300
 MK1300                          STATION DESCRIPTION
 MK1300
 MK1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1300'1.6 MI NE FROM MILLERTON.
 MK1300'ON BRIDGE NO. A-54 3/5, ON THE CONCRETE HEADWALL, ON THE SOUTH
 MK1300'SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0121 ***********************************************************************
 NN0121  DESIGNATION -  RV 8
 NN0121  PID         -  NN0121
 NN0121  STATE/COUNTY-  NE/HOLT
 NN0121  USGS QUAD   -  EWING (1986)
 NN0121
 NN0121                         *CURRENT SURVEY CONTROL
 NN0121  ___________________________________________________________________
 NN0121* NAD 83(1986)-  42 16 34.     (N)    098 22 20.     (W)     SCALED    
 NN0121* NAVD 88     -       568.764  (meters)    1866.02   (feet)  ADJUSTED  
 NN0121  ___________________________________________________________________
 NN0121  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 NN0121  DYNAMIC HT  -         568.533 (meters)    1865.26  (feet)  COMP
 NN0121  MODELED GRAV-     980,198.0   (mgal)                       NAVD 88
 NN0121
 NN0121  VERT ORDER  -  SECOND    CLASS 0
 NN0121
 NN0121.The horizontal coordinates were scaled from a topographic map and have
 NN0121.an estimated accuracy of +/- 6 seconds.
 NN0121
 NN0121.The orthometric height was determined by differential leveling
 NN0121.and adjusted by the National Geodetic Survey in June 1991..
 NN0121
 NN0121.The geoid height was determined by GEOID03.
 NN0121
 NN0121.The dynamic height is computed by dividing the NAVD 88
 NN0121.geopotential number by the normal gravity value computed on the
 NN0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0121.degrees latitude (g = 980.6199 gals.).
 NN0121
 NN0121.The modeled gravity was interpolated from observed gravity values.
 NN0121
 NN0121;                    North         East    Units  Estimated Accuracy
 NN0121;SPC NE       -   272,480.      634,240.      MT  (+/- 180 meters Scaled)
 NN0121
 NN0121                          SUPERSEDED SURVEY CONTROL
 NN0121
 NN0121  NGVD 29 (??/??/92)  568.550  (m)         1865.32   (f) ADJ UNCH    2 0
 NN0121
 NN0121.Superseded values are not recommended for survey control.
 NN0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0121.See file dsdata.txt to determine how the superseded data were derived.
 NN0121
 NN0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM517806(NAD 83)
 NN0121_MARKER: R = RIVET
 NN0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0121_SP_SET: BRIDGE
 NN0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0121
 NN0121  HISTORY     - Date     Condition        Report By
 NN0121  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0121  HISTORY     - 1935     GOOD             NGS
 NN0121
 NN0121                          STATION DESCRIPTION
 NN0121
 NN0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NN0121'1.8 MI NE FROM EWING.
 NN0121'1.8 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0121'FROM THE STATION AT EWING, HOLT COUNTY, AT BRIDGE 266-8/12, ON
 NN0121'THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF A CONCRETE HEAD
 NN0121'WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1306 ***********************************************************************
 MK1306  DESIGNATION -  RV 80
 MK1306  PID         -  MK1306
 MK1306  STATE/COUNTY-  NE/BUTLER
 MK1306  USGS QUAD   -  SURPRISE (1966)
 MK1306
 MK1306                         *CURRENT SURVEY CONTROL
 MK1306  ___________________________________________________________________
 MK1306* NAD 83(1986)-  41 07 14.     (N)    097 17 23.     (W)     SCALED    
 MK1306* NAVD 88     -       485.442  (meters)    1592.65   (feet)  ADJUSTED  
 MK1306  ___________________________________________________________________
 MK1306  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 MK1306  DYNAMIC HT  -         485.201 (meters)    1591.86  (feet)  COMP
 MK1306  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 MK1306
 MK1306  VERT ORDER  -  SECOND    CLASS 0
 MK1306
 MK1306.The horizontal coordinates were scaled from a topographic map and have
 MK1306.an estimated accuracy of +/- 6 seconds.
 MK1306
 MK1306.The orthometric height was determined by differential leveling
 MK1306.and adjusted by the National Geodetic Survey in June 1991..
 MK1306
 MK1306.The geoid height was determined by GEOID03.
 MK1306
 MK1306.The dynamic height is computed by dividing the NAVD 88
 MK1306.geopotential number by the normal gravity value computed on the
 MK1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1306.degrees latitude (g = 980.6199 gals.).
 MK1306
 MK1306.The modeled gravity was interpolated from observed gravity values.
 MK1306
 MK1306;                    North         East    Units  Estimated Accuracy
 MK1306;SPC NE       -   146,480.      727,500.      MT  (+/- 180 meters Scaled)
 MK1306
 MK1306                          SUPERSEDED SURVEY CONTROL
 MK1306
 MK1306  NGVD 29 (??/??/92)  485.255  (m)         1592.04   (f) ADJ UNCH    2 0
 MK1306
 MK1306.Superseded values are not recommended for survey control.
 MK1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1306.See file dsdata.txt to determine how the superseded data were derived.
 MK1306
 MK1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL435535(NAD 83)
 MK1306_MARKER: R = RIVET
 MK1306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1306_SP_SET: BRIDGE
 MK1306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1306
 MK1306  HISTORY     - Date     Condition        Report By
 MK1306  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1306  HISTORY     - 1935     GOOD             NGS
 MK1306
 MK1306                          STATION DESCRIPTION
 MK1306
 MK1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1306'1.5 MI NE FROM SURPRISE.
 MK1306'ON BRIDGE NO. A-58 1/7, ON THE CONCRETE HEADWALL, ON THE SOUTH SIDE
 MK1306'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1308 ***********************************************************************
 MK1308  DESIGNATION -  RV 81
 MK1308  PID         -  MK1308
 MK1308  STATE/COUNTY-  NE/BUTLER
 MK1308  USGS QUAD   -  SURPRISE (1966)
 MK1308
 MK1308                         *CURRENT SURVEY CONTROL
 MK1308  ___________________________________________________________________
 MK1308* NAD 83(1986)-  41 06 13.     (N)    097 18 15.     (W)     SCALED    
 MK1308* NAVD 88     -       467.668  (meters)    1534.34   (feet)  ADJUSTED  
 MK1308  ___________________________________________________________________
 MK1308  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 MK1308  DYNAMIC HT  -         467.433 (meters)    1533.57  (feet)  COMP
 MK1308  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 MK1308
 MK1308  VERT ORDER  -  SECOND    CLASS 0
 MK1308
 MK1308.The horizontal coordinates were scaled from a topographic map and have
 MK1308.an estimated accuracy of +/- 6 seconds.
 MK1308
 MK1308.The orthometric height was determined by differential leveling
 MK1308.and adjusted by the National Geodetic Survey in June 1991..
 MK1308
 MK1308.The geoid height was determined by GEOID03.
 MK1308
 MK1308.The dynamic height is computed by dividing the NAVD 88
 MK1308.geopotential number by the normal gravity value computed on the
 MK1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1308.degrees latitude (g = 980.6199 gals.).
 MK1308
 MK1308.The modeled gravity was interpolated from observed gravity values.
 MK1308
 MK1308;                    North         East    Units  Estimated Accuracy
 MK1308;SPC NE       -   144,560.      726,350.      MT  (+/- 180 meters Scaled)
 MK1308
 MK1308                          SUPERSEDED SURVEY CONTROL
 MK1308
 MK1308  NGVD 29 (??/??/92)  467.482  (m)         1533.73   (f) ADJ UNCH    2 0
 MK1308
 MK1308.Superseded values are not recommended for survey control.
 MK1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1308.See file dsdata.txt to determine how the superseded data were derived.
 MK1308
 MK1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL424516(NAD 83)
 MK1308_MARKER: R = RIVET
 MK1308_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MK1308+WITH SETTING: PAVEMENT
 MK1308_SP_SET: TOWER LEG BASE
 MK1308_MARK LOGO: NONE  
 MK1308_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1308+STABILITY: SURFACE MOTION
 MK1308
 MK1308  HISTORY     - Date     Condition        Report By
 MK1308  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1308  HISTORY     - 1935     GOOD             NGS
 MK1308  HISTORY     - 1942     GOOD             NGS
 MK1308  HISTORY     - 19950510 GOOD             NGS
 MK1308
 MK1308                          STATION DESCRIPTION
 MK1308
 MK1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1308'IN SURPRISE.
 MK1308'ON THE FOUNDATION OF WINDMILL TOWER, THE SOUTHWEST LEG OF CONCRETE
 MK1308'PEDESTAL.
 MK1308
 MK1308                          STATION RECOVERY (1942)
 MK1308
 MK1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MK1308'RECOVERED IN GOOD CONDITION.
 MK1308
 MK1308                          STATION RECOVERY (1995)
 MK1308
 MK1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK1308'AT SURPRISE, ON ABONDONED RAILROAD AT A WINDMILL TOWER, GO 25 PACES
 MK1308'NORTH OF CENTERLINE 25 INCHES OF SMALL STREAM, FROM S-12 E SPUR AND
 MK1308'MAIN GO EAST 58 FEET, (17.7 M) ON MAIN GO 0.35 MILES (0.56 KM) TO BM
 MK1308'ON LEFT N SIDE OF ROAD.  MARK IS IN THE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1310 ***********************************************************************
 MK1310  DESIGNATION -  RV 82
 MK1310  PID         -  MK1310
 MK1310  STATE/COUNTY-  NE/BUTLER
 MK1310  USGS QUAD   -  SURPRISE (1966)
 MK1310
 MK1310                         *CURRENT SURVEY CONTROL
 MK1310  ___________________________________________________________________
 MK1310* NAD 83(1986)-  41 04 10.     (N)    097 20 59.     (W)     SCALED    
 MK1310* NAVD 88     -       492.874  (meters)    1617.04   (feet)  ADJUSTED  
 MK1310  ___________________________________________________________________
 MK1310  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 MK1310  DYNAMIC HT  -         492.624 (meters)    1616.22  (feet)  COMP
 MK1310  MODELED GRAV-     980,100.7   (mgal)                       NAVD 88
 MK1310
 MK1310  VERT ORDER  -  SECOND    CLASS 0
 MK1310
 MK1310.The horizontal coordinates were scaled from a topographic map and have
 MK1310.an estimated accuracy of +/- 6 seconds.
 MK1310
 MK1310.The orthometric height was determined by differential leveling
 MK1310.and adjusted by the National Geodetic Survey in June 1991..
 MK1310
 MK1310.The geoid height was determined by GEOID03.
 MK1310
 MK1310.The dynamic height is computed by dividing the NAVD 88
 MK1310.geopotential number by the normal gravity value computed on the
 MK1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1310.degrees latitude (g = 980.6199 gals.).
 MK1310
 MK1310.The modeled gravity was interpolated from observed gravity values.
 MK1310
 MK1310;                    North         East    Units  Estimated Accuracy
 MK1310;SPC NE       -   140,650.      722,640.      MT  (+/- 180 meters Scaled)
 MK1310
 MK1310                          SUPERSEDED SURVEY CONTROL
 MK1310
 MK1310  NGVD 29 (??/??/92)  492.679  (m)         1616.40   (f) ADJ UNCH    2 0
 MK1310
 MK1310.Superseded values are not recommended for survey control.
 MK1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1310.See file dsdata.txt to determine how the superseded data were derived.
 MK1310
 MK1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL386477(NAD 83)
 MK1310_MARKER: R = RIVET
 MK1310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1310_SP_SET: BRIDGE
 MK1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1310
 MK1310  HISTORY     - Date     Condition        Report By
 MK1310  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1310  HISTORY     - 1935     GOOD             NGS
 MK1310  HISTORY     - 19950510 MARK NOT FOUND   NGS
 MK1310
 MK1310                          STATION DESCRIPTION
 MK1310
 MK1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1310'3.4 MI SW FROM SURPRISE.
 MK1310'ON BRIDGE NO. A-65 1/2, ON THE MASONRY HEADWALL, ON THE SOUTH
 MK1310'SIDE OF TRACK.
 MK1310
 MK1310                          STATION RECOVERY (1995)
 MK1310
 MK1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 MK1310'SEARCHED FOR BUT COULD NOT LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1314 ***********************************************************************
 MK1314  DESIGNATION -  RV 83
 MK1314  PID         -  MK1314
 MK1314  STATE/COUNTY-  NE/YORK
 MK1314  USGS QUAD   -  GRESHAM (1965)
 MK1314
 MK1314                         *CURRENT SURVEY CONTROL
 MK1314  ___________________________________________________________________
 MK1314* NAD 83(1986)-  41 01 13.     (N)    097 24 51.     (W)     SCALED    
 MK1314* NAVD 88     -       492.199  (meters)    1614.82   (feet)  ADJUSTED  
 MK1314  ___________________________________________________________________
 MK1314  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 MK1314  DYNAMIC HT  -         491.948 (meters)    1614.00  (feet)  COMP
 MK1314  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 MK1314
 MK1314  VERT ORDER  -  SECOND    CLASS 0
 MK1314
 MK1314.The horizontal coordinates were scaled from a topographic map and have
 MK1314.an estimated accuracy of +/- 6 seconds.
 MK1314
 MK1314.The orthometric height was determined by differential leveling
 MK1314.and adjusted by the National Geodetic Survey in June 1991..
 MK1314
 MK1314.The geoid height was determined by GEOID03.
 MK1314
 MK1314.The dynamic height is computed by dividing the NAVD 88
 MK1314.geopotential number by the normal gravity value computed on the
 MK1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1314.degrees latitude (g = 980.6199 gals.).
 MK1314
 MK1314.The modeled gravity was interpolated from observed gravity values.
 MK1314
 MK1314;                    North         East    Units  Estimated Accuracy
 MK1314;SPC NE       -   135,030.      717,390.      MT  (+/- 180 meters Scaled)
 MK1314
 MK1314                          SUPERSEDED SURVEY CONTROL
 MK1314
 MK1314  NGVD 29 (??/??/92)  492.003  (m)         1614.18   (f) ADJ UNCH    2 0
 MK1314
 MK1314.Superseded values are not recommended for survey control.
 MK1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1314.See file dsdata.txt to determine how the superseded data were derived.
 MK1314
 MK1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL333422(NAD 83)
 MK1314_MARKER: R = RIVET
 MK1314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1314_SP_SET: BRIDGE
 MK1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1314
 MK1314  HISTORY     - Date     Condition        Report By
 MK1314  HISTORY     - UNK      MONUMENTED       CNWRR
 MK1314  HISTORY     - 1935     GOOD             NGS
 MK1314
 MK1314                          STATION DESCRIPTION
 MK1314
 MK1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1314'0.9 MI SW FROM GRESHAM.
 MK1314'ON BRIDGE NO. A-68 1/2, ON THE MASONRY HEADWALL, ON THE SOUTH
 MK1314'SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0536 ***********************************************************************
 LG0536  DESIGNATION -  RV 84
 LG0536  PID         -  LG0536
 LG0536  STATE/COUNTY-  NE/YORK
 LG0536  USGS QUAD   -  WACO (1969)
 LG0536
 LG0536                         *CURRENT SURVEY CONTROL
 LG0536  ___________________________________________________________________
 LG0536* NAD 83(1986)-  40 59 17.     (N)    097 27 20.     (W)     SCALED    
 LG0536* NAVD 88     -       474.604  (meters)    1557.10   (feet)  ADJUSTED  
 LG0536  ___________________________________________________________________
 LG0536  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 LG0536  DYNAMIC HT  -         474.362 (meters)    1556.30  (feet)  COMP
 LG0536  MODELED GRAV-     980,099.8   (mgal)                       NAVD 88
 LG0536
 LG0536  VERT ORDER  -  SECOND    CLASS 0
 LG0536
 LG0536.The horizontal coordinates were scaled from a topographic map and have
 LG0536.an estimated accuracy of +/- 6 seconds.
 LG0536
 LG0536.The orthometric height was determined by differential leveling
 LG0536.and adjusted by the National Geodetic Survey in June 1991..
 LG0536
 LG0536.The geoid height was determined by GEOID03.
 LG0536
 LG0536.The dynamic height is computed by dividing the NAVD 88
 LG0536.geopotential number by the normal gravity value computed on the
 LG0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0536.degrees latitude (g = 980.6199 gals.).
 LG0536
 LG0536.The modeled gravity was interpolated from observed gravity values.
 LG0536
 LG0536;                    North         East    Units  Estimated Accuracy
 LG0536;SPC NE       -   131,350.      714,020.      MT  (+/- 180 meters Scaled)
 LG0536
 LG0536                          SUPERSEDED SURVEY CONTROL
 LG0536
 LG0536  NGVD 29 (??/??/92)  474.410  (m)         1556.46   (f) ADJ UNCH    2 0
 LG0536
 LG0536.Superseded values are not recommended for survey control.
 LG0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0536.See file dsdata.txt to determine how the superseded data were derived.
 LG0536
 LG0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL299385(NAD 83)
 LG0536_MARKER: R = RIVET
 LG0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0536_SP_SET: BRIDGE
 LG0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0536
 LG0536  HISTORY     - Date     Condition        Report By
 LG0536  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0536  HISTORY     - 1935     GOOD             NGS
 LG0536
 LG0536                          STATION DESCRIPTION
 LG0536
 LG0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LG0536'2.7 MI NE FROM THAYER.
 LG0536'2.7 MILES NORTHEAST ALONG THE ABANDONED CHICAGO AND NORTH
 LG0536'WESTERN RAILWAY FROM THE STATION AT THAYER, YORK COUNTY, AT
 LG0536'BRIDGE A 75, IN THE TOP OF THE MASONRY HEAD WALL, AND ON THE
 LG0536'SOUTH SIDE OF THE OLD ROADBED.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0702 ***********************************************************************
 LG0702  DESIGNATION -  RV 85
 LG0702  PID         -  LG0702
 LG0702  STATE/COUNTY-  NE/YORK
 LG0702  USGS QUAD   -  YORK NORTH (1980)
 LG0702
 LG0702                         *CURRENT SURVEY CONTROL
 LG0702  ___________________________________________________________________
 LG0702* NAD 83(1986)-  40 57 33.     (N)    097 30 42.     (W)     SCALED    
 LG0702* NAVD 88     -       486.800  (meters)    1597.11   (feet)  ADJUSTED  
 LG0702  ___________________________________________________________________
 LG0702  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 LG0702  DYNAMIC HT  -         486.549 (meters)    1596.29  (feet)  COMP
 LG0702  MODELED GRAV-     980,093.3   (mgal)                       NAVD 88
 LG0702
 LG0702  VERT ORDER  -  SECOND    CLASS 0
 LG0702
 LG0702.The horizontal coordinates were scaled from a topographic map and have
 LG0702.an estimated accuracy of +/- 6 seconds.
 LG0702
 LG0702.The orthometric height was determined by differential leveling
 LG0702.and adjusted by the National Geodetic Survey in June 1991..
 LG0702
 LG0702.The geoid height was determined by GEOID03.
 LG0702
 LG0702.The dynamic height is computed by dividing the NAVD 88
 LG0702.geopotential number by the normal gravity value computed on the
 LG0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0702.degrees latitude (g = 980.6199 gals.).
 LG0702
 LG0702.The modeled gravity was interpolated from observed gravity values.
 LG0702
 LG0702;                    North         East    Units  Estimated Accuracy
 LG0702;SPC NE       -   128,010.      709,400.      MT  (+/- 180 meters Scaled)
 LG0702
 LG0702                          SUPERSEDED SURVEY CONTROL
 LG0702
 LG0702  NGVD 29 (??/??/92)  486.602  (m)         1596.46   (f) ADJ UNCH    2 0
 LG0702
 LG0702.Superseded values are not recommended for survey control.
 LG0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0702.See file dsdata.txt to determine how the superseded data were derived.
 LG0702
 LG0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL252352(NAD 83)
 LG0702_MARKER: R = RIVET
 LG0702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0702_SP_SET: BRIDGE
 LG0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0702
 LG0702  HISTORY     - Date     Condition        Report By
 LG0702  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0702  HISTORY     - 1935     GOOD             NGS
 LG0702
 LG0702                          STATION DESCRIPTION
 LG0702
 LG0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LG0702'1.1 MI SW FROM THAYER.
 LG0702'1.1 MILES SOUTHWEST ALONG THE ABANDONED CHICAGO AND NORTH
 LG0702'WESTERN RAILWAY FROM THE STATION AT THAYER, YORK COUNTY, AT
 LG0702'BRIDGE A 80, IN THE TOP OF THE SOUTH MASONRY HEAD WALL, AND
 LG0702'ON THE SOUTH SIDE OF THE OLD ROADBED.  A STANDARD MONEL-METAL
 LG0702'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0705 ***********************************************************************
 LG0705  DESIGNATION -  RV 86
 LG0705  PID         -  LG0705
 LG0705  STATE/COUNTY-  NE/YORK
 LG0705  USGS QUAD   -  YORK NORTH (1980)
 LG0705
 LG0705                         *CURRENT SURVEY CONTROL
 LG0705  ___________________________________________________________________
 LG0705* NAD 83(1986)-  40 54 40.     (N)    097 32 46.     (W)     SCALED    
 LG0705* NAVD 88     -       501.034  (meters)    1643.81   (feet)  ADJUSTED  
 LG0705  ___________________________________________________________________
 LG0705  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 LG0705  DYNAMIC HT  -         500.771 (meters)    1642.95  (feet)  COMP
 LG0705  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 LG0705
 LG0705  VERT ORDER  -  SECOND    CLASS 0
 LG0705
 LG0705.The horizontal coordinates were scaled from a topographic map and have
 LG0705.an estimated accuracy of +/- 6 seconds.
 LG0705
 LG0705.The orthometric height was determined by differential leveling
 LG0705.and adjusted by the National Geodetic Survey in June 1991..
 LG0705
 LG0705.The geoid height was determined by GEOID03.
 LG0705
 LG0705.The dynamic height is computed by dividing the NAVD 88
 LG0705.geopotential number by the normal gravity value computed on the
 LG0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0705.degrees latitude (g = 980.6199 gals.).
 LG0705
 LG0705.The modeled gravity was interpolated from observed gravity values.
 LG0705
 LG0705;                    North         East    Units  Estimated Accuracy
 LG0705;SPC NE       -   122,600.      706,650.      MT  (+/- 180 meters Scaled)
 LG0705
 LG0705                          SUPERSEDED SURVEY CONTROL
 LG0705
 LG0705  NGVD 29 (??/??/92)  500.830  (m)         1643.14   (f) ADJ UNCH    2 0
 LG0705
 LG0705.Superseded values are not recommended for survey control.
 LG0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0705.See file dsdata.txt to determine how the superseded data were derived.
 LG0705
 LG0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL224299(NAD 83)
 LG0705_MARKER: R = RIVET
 LG0705_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0705_SP_SET: BRIDGE
 LG0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0705
 LG0705  HISTORY     - Date     Condition        Report By
 LG0705  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0705  HISTORY     - 1935     GOOD             NGS
 LG0705
 LG0705                          STATION DESCRIPTION
 LG0705
 LG0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LG0705'3.7 MI NE FROM YORK.
 LG0705'3.7 MILES NORTHEAST ALONG THE ABANDONED CHICAGO AND NORTH
 LG0705'WESTERN RAILWAY FROM THE HIGH SCHOOL AT YORK, YORK COUNTY, AT
 LG0705'BRIDGE A 82-4/5, IN THE TOP OF THE EAST END OF THE CONCRETE
 LG0705'HEAD WALL, AND ON THE SOUTH SIDE OF THE OLD ROADBED.  A STANDARD
 LG0705'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0124 ***********************************************************************
 NN0124  DESIGNATION -  RV 9
 NN0124  PID         -  NN0124
 NN0124  STATE/COUNTY-  NE/HOLT
 NN0124  USGS QUAD   -  DELOIT NE (1986)
 NN0124
 NN0124                         *CURRENT SURVEY CONTROL
 NN0124  ___________________________________________________________________
 NN0124* NAD 83(1986)-  42 14 38.     (N)    098 19 43.     (W)     SCALED    
 NN0124* NAVD 88     -       563.058  (meters)    1847.30   (feet)  ADJUSTED  
 NN0124  ___________________________________________________________________
 NN0124  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 NN0124  DYNAMIC HT  -         562.831 (meters)    1846.55  (feet)  COMP
 NN0124  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 NN0124
 NN0124  VERT ORDER  -  SECOND    CLASS 0
 NN0124
 NN0124.The horizontal coordinates were scaled from a topographic map and have
 NN0124.an estimated accuracy of +/- 6 seconds.
 NN0124
 NN0124.The orthometric height was determined by differential leveling
 NN0124.and adjusted by the National Geodetic Survey in June 1991..
 NN0124
 NN0124.The geoid height was determined by GEOID03.
 NN0124
 NN0124.The dynamic height is computed by dividing the NAVD 88
 NN0124.geopotential number by the normal gravity value computed on the
 NN0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0124.degrees latitude (g = 980.6199 gals.).
 NN0124
 NN0124.The modeled gravity was interpolated from observed gravity values.
 NN0124
 NN0124;                    North         East    Units  Estimated Accuracy
 NN0124;SPC NE       -   268,970.      637,900.      MT  (+/- 180 meters Scaled)
 NN0124
 NN0124                          SUPERSEDED SURVEY CONTROL
 NN0124
 NN0124  NGVD 29 (??/??/92)  562.847  (m)         1846.61   (f) ADJ UNCH    2 0
 NN0124
 NN0124.Superseded values are not recommended for survey control.
 NN0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0124.See file dsdata.txt to determine how the superseded data were derived.
 NN0124
 NN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM553770(NAD 83)
 NN0124_MARKER: R = RIVET
 NN0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0124_SP_SET: WALL
 NN0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0124
 NN0124  HISTORY     - Date     Condition        Report By
 NN0124  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0124  HISTORY     - 1935     GOOD             NGS
 NN0124
 NN0124                          STATION DESCRIPTION
 NN0124
 NN0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NN0124'1.4 MI NE FROM EWING.
 NN0124'1.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0124'FROM THE STATION AT EWING, HOLT COUNTY, AT BRIDGE 263-1/2, ON
 NN0124'THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF THE EAST CONCRETE
 NN0124'BENCH WALL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0382 ***********************************************************************
 LG0382  DESIGNATION -  RV 91
 LG0382  PID         -  LG0382
 LG0382  STATE/COUNTY-  NE/LANCASTER
 LG0382  USGS QUAD   -  DAVEY (1972)
 LG0382
 LG0382                         *CURRENT SURVEY CONTROL
 LG0382  ___________________________________________________________________
 LG0382* NAD 83(1986)-  40 52 42.     (N)    096 40 16.     (W)     SCALED    
 LG0382* NAVD 88     -       349.370  (meters)    1146.22   (feet)  ADJUSTED  
 LG0382  ___________________________________________________________________
 LG0382  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 LG0382  DYNAMIC HT  -         349.217 (meters)    1145.72  (feet)  COMP
 LG0382  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 LG0382
 LG0382  VERT ORDER  -  SECOND    CLASS 0
 LG0382
 LG0382.The horizontal coordinates were scaled from a topographic map and have
 LG0382.an estimated accuracy of +/- 6 seconds.
 LG0382
 LG0382.The orthometric height was determined by differential leveling
 LG0382.and adjusted by the National Geodetic Survey in June 1991..
 LG0382
 LG0382.The geoid height was determined by GEOID03.
 LG0382
 LG0382.The dynamic height is computed by dividing the NAVD 88
 LG0382.geopotential number by the normal gravity value computed on the
 LG0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0382.degrees latitude (g = 980.6199 gals.).
 LG0382
 LG0382.The modeled gravity was interpolated from observed gravity values.
 LG0382
 LG0382;                    North         East    Units  Estimated Accuracy
 LG0382;SPC NE       -   121,420.      780,440.      MT  (+/- 180 meters Scaled)
 LG0382
 LG0382                          SUPERSEDED SURVEY CONTROL
 LG0382
 LG0382  NGVD 29 (??/??/92)  349.266  (m)         1145.88   (f) ADJ UNCH    2 0
 LG0382
 LG0382.Superseded values are not recommended for survey control.
 LG0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0382.See file dsdata.txt to determine how the superseded data were derived.
 LG0382
 LG0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL962278(NAD 83)
 LG0382_MARKER: R = RIVET
 LG0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0382_SP_SET: CONCRETE PIPE CULVERT
 LG0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0382
 LG0382  HISTORY     - Date     Condition        Report By
 LG0382  HISTORY     - UNK      MONUMENTED       CNWRR
 LG0382  HISTORY     - 1935     GOOD             NGS
 LG0382
 LG0382                          STATION DESCRIPTION
 LG0382
 LG0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LG0382'1.1 MI S FROM ARBOR.
 LG0382'1.1 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 LG0382'THE STATION AT ARBOR, LANCASTER COUNTY, AT REINFORCED-CONCRETE
 LG0382'PIPE CULVERT 86+2, IN THE TOP OF THE SOUTH END, 15 FEET EAST OF
 LG0382'THE EAST RAIL, AND ABOUT 3 FEET LOWER THAN THE RAIL.  A STANDARD
 LG0382'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0923 ***********************************************************************
 MK0923  DESIGNATION -  RV 94
 MK0923  PID         -  MK0923
 MK0923  STATE/COUNTY-  NE/LANCASTER
 MK0923  USGS QUAD   -  CERESCO (1969)
 MK0923
 MK0923                         *CURRENT SURVEY CONTROL
 MK0923  ___________________________________________________________________
 MK0923* NAD 83(1986)-  41 01 20.     (N)    096 38 29.     (W)     SCALED    
 MK0923* NAVD 88     -       359.127  (meters)    1178.24   (feet)  ADJUSTED  
 MK0923  ___________________________________________________________________
 MK0923  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 MK0923  DYNAMIC HT  -         358.966 (meters)    1177.71  (feet)  COMP
 MK0923  MODELED GRAV-     980,164.9   (mgal)                       NAVD 88
 MK0923
 MK0923  VERT ORDER  -  SECOND    CLASS 0
 MK0923
 MK0923.The horizontal coordinates were scaled from a topographic map and have
 MK0923.an estimated accuracy of +/- 6 seconds.
 MK0923
 MK0923.The orthometric height was determined by differential leveling
 MK0923.and adjusted by the National Geodetic Survey in June 1991..
 MK0923
 MK0923.The geoid height was determined by GEOID03.
 MK0923
 MK0923.The dynamic height is computed by dividing the NAVD 88
 MK0923.geopotential number by the normal gravity value computed on the
 MK0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0923.degrees latitude (g = 980.6199 gals.).
 MK0923
 MK0923.The modeled gravity was interpolated from observed gravity values.
 MK0923
 MK0923;                    North         East    Units  Estimated Accuracy
 MK0923;SPC NE       -   137,480.      782,330.      MT  (+/- 180 meters Scaled)
 MK0923
 MK0923                          SUPERSEDED SURVEY CONTROL
 MK0923
 MK0923  NGVD 29 (??/??/92)  359.005  (m)         1177.84   (f) ADJ UNCH    2 0
 MK0923
 MK0923.Superseded values are not recommended for survey control.
 MK0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0923.See file dsdata.txt to determine how the superseded data were derived.
 MK0923
 MK0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL983439(NAD 83)
 MK0923_MARKER: R = RIVET
 MK0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0923_SP_SET: BRIDGE ABUTMENT
 MK0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0923
 MK0923  HISTORY     - Date     Condition        Report By
 MK0923  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0923  HISTORY     - 1935     GOOD             NGS
 MK0923  HISTORY     - 1984     GOOD             NGS
 MK0923
 MK0923                          STATION DESCRIPTION
 MK0923
 MK0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK0923'2.3 MI S FROM CERESCO.
 MK0923'2.3 MILES SOUTH OF CREASCO BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK0923'WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA, IN EAST END
 MK0923'OF NORTH ABUTMENT OF BRIDGE 56 B, 32.9 FEET SOUTH OF ROAD CROSSING,
 MK0923'5.7 FEET EAST OF EAST RAIL.
 MK0923
 MK0923                          STATION RECOVERY (1984)
 MK0923
 MK0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MK0923'ABOUT 0.08 KM (0.05 KM) SOUTH FROM THE POST OFFICE AT CERESCO, THENCE
 MK0923'0.48 KM (0.3 MI) LEFT AND EAST ALONG A PAVED STREET, THENCE 3.94 KM
 MK0923'(2.94 MI) RIGHT AND SOUTH ALONG U.S. HIGHWAY 77 TO A PRIVATE DRIVE
 MK0923'LEADING WEST, THENCE 0.08 KM (0.05 MI) RIGHT AND WEST ALONG THE
 MK0923'PRIVATE ROAD TO AN OLD RAILROAD CULVERT AND THE RIVET ON THE LEFT,
 MK0923'10.1 M (33.0 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, IN THE EAST
 MK0923'END OF THE NORTH ABUTMENT. ALTHOUGH THE OLD RAILROAD IS GONE, THE
 MK0923'PROERTY OWNER DOES NOT INTEND TO REMOVE THE OLD CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0926 ***********************************************************************
 MK0926  DESIGNATION -  RV 95
 MK0926  PID         -  MK0926
 MK0926  STATE/COUNTY-  NE/SAUNDERS
 MK0926  USGS QUAD   -  CERESCO (1969)
 MK0926
 MK0926                         *CURRENT SURVEY CONTROL
 MK0926  ___________________________________________________________________
 MK0926* NAD 83(1986)-  41 04 07.     (N)    096 38 25.     (W)     SCALED    
 MK0926* NAVD 88     -       370.332  (meters)    1215.00   (feet)  ADJUSTED  
 MK0926  ___________________________________________________________________
 MK0926  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 MK0926  DYNAMIC HT  -         370.163 (meters)    1214.44  (feet)  COMP
 MK0926  MODELED GRAV-     980,155.3   (mgal)                       NAVD 88
 MK0926
 MK0926  VERT ORDER  -  SECOND    CLASS 0
 MK0926
 MK0926.The horizontal coordinates were scaled from a topographic map and have
 MK0926.an estimated accuracy of +/- 6 seconds.
 MK0926
 MK0926.The orthometric height was determined by differential leveling
 MK0926.and adjusted by the National Geodetic Survey in June 1991..
 MK0926
 MK0926.The geoid height was determined by GEOID03.
 MK0926
 MK0926.The dynamic height is computed by dividing the NAVD 88
 MK0926.geopotential number by the normal gravity value computed on the
 MK0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0926.degrees latitude (g = 980.6199 gals.).
 MK0926
 MK0926.The modeled gravity was interpolated from observed gravity values.
 MK0926
 MK0926;                    North         East    Units  Estimated Accuracy
 MK0926;SPC NE       -   142,630.      782,220.      MT  (+/- 180 meters Scaled)
 MK0926
 MK0926                          SUPERSEDED SURVEY CONTROL
 MK0926
 MK0926  NGVD 29 (??/??/92)  370.203  (m)         1214.57   (f) ADJ UNCH    2 0
 MK0926
 MK0926.Superseded values are not recommended for survey control.
 MK0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0926.See file dsdata.txt to determine how the superseded data were derived.
 MK0926
 MK0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL982490(NAD 83)
 MK0926_MARKER: R = RIVET
 MK0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0926_SP_SET: CULVERT
 MK0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0926
 MK0926  HISTORY     - Date     Condition        Report By
 MK0926  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0926  HISTORY     - 1935     GOOD             NGS
 MK0926  HISTORY     - 1979     GOOD             LOCENG
 MK0926
 MK0926                          STATION DESCRIPTION
 MK0926
 MK0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK0926'0.8 MI N FROM CERESCO.
 MK0926'0.8 MILE NORTH OF CREASCO BY RAIL.  ALONG THE CHICAGO AND NORTH
 MK0926'WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA, IN TOP
 MK0926'CENTER OF EAST HEADWALL OF CULVERT B 46.  315 FEET SOUTH OF ROAD
 MK0926'CROSSING, 35.8 FEET WEST OF CENTER LINE OF STATE HIGHWAY 77,
 MK0926'AND 15.2 FEET EAST OF EAST RAIL.
 MK0926
 MK0926                          STATION RECOVERY (1979)
 MK0926
 MK0926'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 MK0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0932 ***********************************************************************
 MK0932  DESIGNATION -  RV 97
 MK0932  PID         -  MK0932
 MK0932  STATE/COUNTY-  NE/SAUNDERS
 MK0932  USGS QUAD   -  WAHOO EAST (1983)
 MK0932
 MK0932                         *CURRENT SURVEY CONTROL
 MK0932  ___________________________________________________________________
 MK0932* NAD 83(1986)-  41 09 38.     (N)    096 36 23.     (W)     SCALED    
 MK0932* NAVD 88     -       370.173  (meters)    1214.48   (feet)  ADJUSTED  
 MK0932  ___________________________________________________________________
 MK0932  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 MK0932  DYNAMIC HT  -         369.996 (meters)    1213.90  (feet)  COMP
 MK0932  MODELED GRAV-     980,136.5   (mgal)                       NAVD 88
 MK0932
 MK0932  VERT ORDER  -  SECOND    CLASS 0
 MK0932
 MK0932.The horizontal coordinates were scaled from a topographic map and have
 MK0932.an estimated accuracy of +/- 6 seconds.
 MK0932
 MK0932.The orthometric height was determined by differential leveling
 MK0932.and adjusted by the National Geodetic Survey in June 1991..
 MK0932
 MK0932.The geoid height was determined by GEOID03.
 MK0932
 MK0932.The dynamic height is computed by dividing the NAVD 88
 MK0932.geopotential number by the normal gravity value computed on the
 MK0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0932.degrees latitude (g = 980.6199 gals.).
 MK0932
 MK0932.The modeled gravity was interpolated from observed gravity values.
 MK0932
 MK0932;                    North         East    Units  Estimated Accuracy
 MK0932;SPC NE       -   152,940.      784,660.      MT  (+/- 180 meters Scaled)
 MK0932
 MK0932                          SUPERSEDED SURVEY CONTROL
 MK0932
 MK0932  NGVD 29 (??/??/92)  370.032  (m)         1214.01   (f) ADJ UNCH    2 0
 MK0932
 MK0932.Superseded values are not recommended for survey control.
 MK0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0932.See file dsdata.txt to determine how the superseded data were derived.
 MK0932
 MK0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL008593(NAD 83)
 MK0932_MARKER: R = RIVET
 MK0932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0932_SP_SET: BRIDGE
 MK0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0932
 MK0932  HISTORY     - Date     Condition        Report By
 MK0932  HISTORY     - UNK      MONUMENTED       CGS
 MK0932  HISTORY     - 1935     GOOD             NGS
 MK0932
 MK0932                          STATION DESCRIPTION
 MK0932
 MK0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK0932'2 MI N FROM SWEDEBURG.
 MK0932'2.0 MILES NORTH OF SWEDEBURG BY RAIL.  ALONG THE CHICAGO AND
 MK0932'NORTH WESTERN RAILWAY BETWEEN LINCOLN AND WAHOO, NEBRASKA, ON
 MK0932'THE SOUTH END OF MASONRY HEADWALL OF BRIDGE B 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0936 ***********************************************************************
 MK0936  DESIGNATION -  RV 98
 MK0936  PID         -  MK0936
 MK0936  STATE/COUNTY-  NE/SAUNDERS
 MK0936  USGS QUAD   -  WAHOO EAST (1983)
 MK0936
 MK0936                         *CURRENT SURVEY CONTROL
 MK0936  ___________________________________________________________________
 MK0936* NAD 83(1986)-  41 12 52.     (N)    096 37 15.     (W)     SCALED    
 MK0936* NAVD 88     -       367.929  (meters)    1207.11   (feet)  ADJUSTED  
 MK0936  ___________________________________________________________________
 MK0936  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 MK0936  DYNAMIC HT  -         367.754 (meters)    1206.54  (feet)  COMP
 MK0936  MODELED GRAV-     980,137.2   (mgal)                       NAVD 88
 MK0936
 MK0936  VERT ORDER  -  SECOND    CLASS 0
 MK0936
 MK0936.The horizontal coordinates were scaled from a topographic map and have
 MK0936.an estimated accuracy of +/- 6 seconds.
 MK0936
 MK0936.The orthometric height was determined by differential leveling
 MK0936.and adjusted by the National Geodetic Survey in June 1991..
 MK0936
 MK0936.The geoid height was determined by GEOID03.
 MK0936
 MK0936.The dynamic height is computed by dividing the NAVD 88
 MK0936.geopotential number by the normal gravity value computed on the
 MK0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0936.degrees latitude (g = 980.6199 gals.).
 MK0936
 MK0936.The modeled gravity was interpolated from observed gravity values.
 MK0936
 MK0936;                    North         East    Units  Estimated Accuracy
 MK0936;SPC NE       -   158,870.      783,220.      MT  (+/- 180 meters Scaled)
 MK0936
 MK0936                          SUPERSEDED SURVEY CONTROL
 MK0936
 MK0936  NGVD 29 (??/??/92)  367.782  (m)         1206.63   (f) ADJ UNCH    2 0
 MK0936
 MK0936.Superseded values are not recommended for survey control.
 MK0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0936.See file dsdata.txt to determine how the superseded data were derived.
 MK0936
 MK0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL994652(NAD 83)
 MK0936_MARKER: R = RIVET
 MK0936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK0936_SP_SET: FOUNDATION
 MK0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK0936
 MK0936  HISTORY     - Date     Condition        Report By
 MK0936  HISTORY     - UNK      MONUMENTED       CNWRR
 MK0936  HISTORY     - 1935     GOOD             NGS
 MK0936  HISTORY     - 1950     MARK NOT FOUND   NGS
 MK0936
 MK0936                          STATION DESCRIPTION
 MK0936
 MK0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK0936'IN WAHOO.
 MK0936'IN WAHOO ALONG THE CHICAGO AND NORTH WESTERN RAILWAY BETWEEN
 MK0936'LINCOLN AND WAHOO, NEBRASKA, IN THE WATER TANK FOUNDATION AT
 MK0936'WAHOO, ON THE WEST SIDE OF LONG CENTER PIER, BETWEEN FROST
 MK0936'BOX AND POST PEDISTAL, ADJASCENT TO TRACKS.
 MK0936
 MK0936                          STATION RECOVERY (1950)
 MK0936
 MK0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MK0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0940 ***********************************************************************
 MK0940  DESIGNATION -  RV 99
 MK0940  PID         -  MK0940
 MK0940  STATE/COUNTY-  NE/SAUNDERS
 MK0940  USGS QUAD   -  COLON (1969)
 MK0940
 MK0940                         *CURRENT SURVEY CONTROL
 MK0940  ___________________________________________________________________
 MK0940* NAD 83(1986)-  41 15 05.     (N)    096 36 30.     (W)     SCALED    
 MK0940* NAVD 88     -       366.47   (+/-2cm)    1202.3    (feet)  VERTCON   
 MK0940  ___________________________________________________________________
 MK0940  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 MK0940
 MK0940  VERT ORDER  -  ? (See Below)
 MK0940
 MK0940.The horizontal coordinates were scaled from a topographic map and have
 MK0940.an estimated accuracy of +/- 6 seconds.
 MK0940
 MK0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK0940.The vertical order pertains to the NGVD 29 superseded value.
 MK0940
 MK0940.The geoid height was determined by GEOID03.
 MK0940
 MK0940;                    North         East    Units  Estimated Accuracy
 MK0940;SPC NE       -   163,010.      784,100.      MT  (+/- 180 meters Scaled)
 MK0940
 MK0940                          SUPERSEDED SURVEY CONTROL
 MK0940
 MK0940  NGVD 29 (??/??/92)  366.324  (m)         1201.85   (f) ADJ UNCH    ?  
 MK0940
 MK0940.Superseded values are not recommended for survey control.
 MK0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0940.See file dsdata.txt to determine how the superseded data were derived.
 MK0940
 MK0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL003694(NAD 83)
 MK0940_MARKER: R = RIVET
 MK0940_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MK0940_SP_SET: BRIDGE ABUTMENT
 MK0940_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0940
 MK0940  HISTORY     - Date     Condition        Report By
 MK0940  HISTORY     - UNK      MONUMENTED       CGS
 MK0940  HISTORY     - 1935     GOOD             CGS
 MK0940  HISTORY     - 19950807 GOOD             NEDR
 MK0940
 MK0940                          STATION DESCRIPTION
 MK0940
 MK0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0940'2.7 MI N FROM WAHOO.
 MK0940'2.7 MILES NORTH OF C. AND N.W. DEPOT ALONG CHICAGO AND NORTHWESTERN
 MK0940'RAILROAD BETWEEN WAHOO AND AMES, ON SOUTH END OF EAST ABUTMENT
 MK0940'OF BRIDGE B-17.
 MK0940
 MK0940                          STATION RECOVERY (1995)
 MK0940
 MK0940'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1995 (TWR)
 MK0940'RECOVERED IN GOOD CONDITION.  THE OLD RAILROAD IS GONE AND THE BRIDGE
 MK0940'WAS TO BE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9630 ***********************************************************************
 AG9630  DESIGNATION -  RV 99 RESET
 AG9630  PID         -  AG9630
 AG9630  STATE/COUNTY-  NE/SAUNDERS
 AG9630  USGS QUAD   -  WAHOO EAST (1983)
 AG9630
 AG9630                         *CURRENT SURVEY CONTROL
 AG9630  ___________________________________________________________________
 AG9630* NAD 83(1986)-  41 14 58.     (N)    096 36 36.     (W)     SCALED    
 AG9630* NAVD 88     -       365.71   (+/-2cm)    1199.8    (feet)  VERTCON   
 AG9630  ___________________________________________________________________
 AG9630  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AG9630
 AG9630  VERT ORDER  -  THIRD (See Below)
 AG9630
 AG9630.The horizontal coordinates were scaled from a topographic map and have
 AG9630.an estimated accuracy of +/- 6 seconds.
 AG9630
 AG9630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9630.The vertical order pertains to the NGVD 29 superseded value.
 AG9630
 AG9630.The geoid height was determined by GEOID03.
 AG9630
 AG9630;                    North         East    Units  Estimated Accuracy
 AG9630;SPC NE       -   162,790.      783,970.      MT  (+/- 180 meters Scaled)
 AG9630
 AG9630                          SUPERSEDED SURVEY CONTROL
 AG9630
 AG9630  NGVD 29 (08/02/06)  365.57   (m)         1199.4    (f) RESET       3  
 AG9630
 AG9630.Superseded values are not recommended for survey control.
 AG9630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9630.See file dsdata.txt to determine how the superseded data were derived.
 AG9630
 AG9630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL002692(NAD 83)
 AG9630_MARKER: DV = VERTICAL CONTROL DISK
 AG9630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9630_STAMPING: RV 99 RESET 1995
 AG9630_MARK LOGO: NGS   
 AG9630_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9630+STABILITY: SURFACE MOTION
 AG9630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9630+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AG9630
 AG9630  HISTORY     - Date     Condition        Report By
 AG9630  HISTORY     - 1995     MONUMENTED       NEDR
 AG9630
 AG9630                          STATION DESCRIPTION
 AG9630
 AG9630'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1995 (TWR)
 AG9630'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 77 AND STATE HIGHWAY 109,
 AG9630'NORTHEAST OF WAHOO, GO NORTH ON HIGHWAY 109 FOR 1.0 MI (1.6 KM) TO A
 AG9630'COUNTY ROAD INTERSECTION.  TURN LEFT AND GO WEST FOR 0.3 MI (0.5 KM)
 AG9630'TO THE MARK ON THE RIGHT AND NORTH SIDE OF THE ROAD, NEAR AN EAST-WEST
 AG9630'FENCE LINE, ON ROAD RIGHT-OF-WAY AND NEAR THE SOUTH 1/4 COR, SEC22,
 AG9630'T15N, R7E.  THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 AG9630'IS 10.887 M (35.718 FT) SOUTHWEST OF A NAIL IN THE TOP OF A FENCE
 AG9630'POST, 12.076 M (39.619 FT) SOUTHEAST OF A NAIL IN THE TOP OF A FENCE
 AG9630'POST, 9.7 M (31.8 FT) NORTH OF THE CENTERLINE OF THE ROAD AND 0.457 M
 AG9630'(1.499 FT) SOUTH OF A WITNESS POST.  A MAGNET WAS PLACED INTO THE
 AG9630'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0003 ***********************************************************************
 NN0003  DESIGNATION -  RV F 205
 NN0003  PID         -  NN0003
 NN0003  STATE/COUNTY-  NE/BOYD
 NN0003  USGS QUAD   -  LYNCH (1950)
 NN0003
 NN0003                         *CURRENT SURVEY CONTROL
 NN0003  ___________________________________________________________________
 NN0003* NAD 83(1986)-  42 49 43.     (N)    098 28 39.     (W)     SCALED    
 NN0003* NAVD 88     -       429.529  (meters)    1409.21   (feet)  POSTED    
 NN0003  ___________________________________________________________________
 NN0003  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 NN0003  DYNAMIC HT  -         429.370 (meters)    1408.69  (feet)  COMP
 NN0003  MODELED GRAV-     980,249.1   (mgal)                       NAVD 88
 NN0003
 NN0003  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NN0003
 NN0003.The horizontal coordinates were scaled from a topographic map and have
 NN0003.an estimated accuracy of +/- 6 seconds.
 NN0003
 NN0003.The orthometric height was determined by differential leveling
 NN0003.and adjusted by the National Geodetic Survey in 1992..
 NN0003.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NN0003.rate of 1.1 thru 2.0 mm/km.
 NN0003
 NN0003.The geoid height was determined by GEOID03.
 NN0003
 NN0003.The dynamic height is computed by dividing the NAVD 88
 NN0003.geopotential number by the normal gravity value computed on the
 NN0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0003.degrees latitude (g = 980.6199 gals.).
 NN0003
 NN0003.The modeled gravity was interpolated from observed gravity values.
 NN0003
 NN0003;                    North         East    Units  Estimated Accuracy
 NN0003;SPC NE       -   333,680.      624,480.      MT  (+/- 180 meters Scaled)
 NN0003
 NN0003                          SUPERSEDED SURVEY CONTROL
 NN0003
 NN0003  NGVD 29 (??/??/92)  429.259  (m)         1408.33   (f) ADJ UNCH    2 0
 NN0003
 NN0003.Superseded values are not recommended for survey control.
 NN0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0003.See file dsdata.txt to determine how the superseded data were derived.
 NN0003
 NN0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN427419(NAD 83)
 NN0003_MARKER: R = RIVET
 NN0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0003_SP_SET: PIER
 NN0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0003
 NN0003  HISTORY     - Date     Condition        Report By
 NN0003  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0003  HISTORY     - 1934     GOOD             NGS
 NN0003  HISTORY     - 1949     GOOD             NGS
 NN0003
 NN0003                          STATION DESCRIPTION
 NN0003
 NN0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NN0003'0.4 MI W FROM LYNCH.
 NN0003'LOCATED 0.4 OF MILE WEST OF STATION AT LYNCH.  MONEL METAL
 NN0003'RIVET SET IN CONCRETE PIER AT EAST END OF STEEL SPAN ON SOUTH
 NN0003'END OF BLOCK SUPPORTING FLOOR SYSTEM.
 NN0003
 NN0003                          STATION RECOVERY (1949)
 NN0003
 NN0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NN0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0001 ***********************************************************************
 NN0001  DESIGNATION -  RV F 208
 NN0001  PID         -  NN0001
 NN0001  STATE/COUNTY-  NE/BOYD
 NN0001  USGS QUAD   -  LYNCH (1950)
 NN0001
 NN0001                         *CURRENT SURVEY CONTROL
 NN0001  ___________________________________________________________________
 NN0001* NAD 83(1986)-  42 49 49.     (N)    098 30 00.     (W)     SCALED    
 NN0001* NAVD 88     -       432.303  (meters)    1418.31   (feet)  POSTED    
 NN0001  ___________________________________________________________________
 NN0001  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 NN0001  DYNAMIC HT  -         432.150 (meters)    1417.81  (feet)  COMP
 NN0001  MODELED GRAV-     980,244.0   (mgal)                       NAVD 88
 NN0001
 NN0001  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NN0001
 NN0001.The horizontal coordinates were scaled from a topographic map and have
 NN0001.an estimated accuracy of +/- 6 seconds.
 NN0001
 NN0001.The orthometric height was determined by differential leveling
 NN0001.and adjusted by the National Geodetic Survey in 1992..
 NN0001.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NN0001.rate of 3.1 thru 4.0 mm/km.
 NN0001
 NN0001.The geoid height was determined by GEOID03.
 NN0001
 NN0001.The dynamic height is computed by dividing the NAVD 88
 NN0001.geopotential number by the normal gravity value computed on the
 NN0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0001.degrees latitude (g = 980.6199 gals.).
 NN0001
 NN0001.The modeled gravity was interpolated from observed gravity values.
 NN0001
 NN0001;                    North         East    Units  Estimated Accuracy
 NN0001;SPC NE       -   333,830.      622,630.      MT  (+/- 180 meters Scaled)
 NN0001
 NN0001                          SUPERSEDED SURVEY CONTROL
 NN0001
 NN0001  NGVD 29 (??/??/92)  432.022  (m)         1417.39   (f) ADJ UNCH    2 0
 NN0001
 NN0001.Superseded values are not recommended for survey control.
 NN0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0001.See file dsdata.txt to determine how the superseded data were derived.
 NN0001
 NN0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN408420(NAD 83)
 NN0001_MARKER: R = RIVET
 NN0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0001_SP_SET: PIER
 NN0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0001
 NN0001  HISTORY     - Date     Condition        Report By
 NN0001  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0001  HISTORY     - 1934     GOOD             NGS
 NN0001  HISTORY     - 1949     GOOD             NGS
 NN0001
 NN0001                          STATION DESCRIPTION
 NN0001
 NN0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NN0001'1.7 MI W FROM LYNCH.
 NN0001'LOCATED 1.7 MILES WEST OF STATION AT LYNCH.  MONEL METAL RIVET
 NN0001'SET IN CONCRETE PIER AT EAST END OF STEEL SPAN ON NORTH END OF
 NN0001'BLOCK SUPPORTING FLOOR SYSTEM.
 NN0001
 NN0001                          STATION RECOVERY (1949)
 NN0001
 NN0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NN0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0325 ***********************************************************************
 NP0325  DESIGNATION -  RV H 12
 NP0325  PID         -  NP0325
 NP0325  STATE/COUNTY-  NE/DAWES
 NP0325  USGS QUAD   -  WAYSIDE (1980)
 NP0325
 NP0325                         *CURRENT SURVEY CONTROL
 NP0325  ___________________________________________________________________
 NP0325* NAD 83(1986)-  42 55 13.     (N)    103 10 47.     (W)     SCALED    
 NP0325* NAVD 88     -      1037.553  (meters)    3404.04   (feet)  ADJUSTED  
 NP0325  ___________________________________________________________________
 NP0325  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 NP0325  DYNAMIC HT  -        1037.059 (meters)    3402.42  (feet)  COMP
 NP0325  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 NP0325
 NP0325  VERT ORDER  -  SECOND    CLASS 0
 NP0325
 NP0325.The horizontal coordinates were scaled from a topographic map and have
 NP0325.an estimated accuracy of +/- 6 seconds.
 NP0325
 NP0325.The orthometric height was determined by differential leveling
 NP0325.and adjusted by the National Geodetic Survey in June 1991..
 NP0325
 NP0325.The geoid height was determined by GEOID03.
 NP0325
 NP0325.The dynamic height is computed by dividing the NAVD 88
 NP0325.geopotential number by the normal gravity value computed on the
 NP0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0325.degrees latitude (g = 980.6199 gals.).
 NP0325
 NP0325.The modeled gravity was interpolated from observed gravity values.
 NP0325
 NP0325;                    North         East    Units  Estimated Accuracy
 NP0325;SPC NE       -   347,540.      240,460.      MT  (+/- 180 meters Scaled)
 NP0325
 NP0325                          SUPERSEDED SURVEY CONTROL
 NP0325
 NP0325  NGVD 29 (??/??/92) 1036.997  (m)         3402.21   (f) ADJ UNCH    2 0
 NP0325
 NP0325.Superseded values are not recommended for survey control.
 NP0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0325.See file dsdata.txt to determine how the superseded data were derived.
 NP0325
 NP0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH485535(NAD 83)
 NP0325_MARKER: R = RIVET
 NP0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0325_SP_SET: CULVERT
 NP0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0325
 NP0325  HISTORY     - Date     Condition        Report By
 NP0325  HISTORY     - UNK      MONUMENTED       CNWRR
 NP0325  HISTORY     - 1957     GOOD             NGS
 NP0325
 NP0325                          STATION DESCRIPTION
 NP0325
 NP0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0325'5.7 MI SE FROM WAYSIDE.
 NP0325'ABOUT 5.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0325'RAILWAY FROM THE STATION AT WAYSIDE, 10 1/2 POLES NORTHWEST
 NP0325'OF MILEPOST 6, 11 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET
 NP0325'BELOW THE RAIL AND IN THE TOP OF THE NORTH CORNER OF THE NORTHEAST
 NP0325'HEADWALL OF A 3 X 3-FOOT STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0004 ***********************************************************************
 NN0004  DESIGNATION -  RV LYNCH
 NN0004  PID         -  NN0004
 NN0004  STATE/COUNTY-  NE/BOYD
 NN0004  USGS QUAD   -  LYNCH (1950)
 NN0004
 NN0004                         *CURRENT SURVEY CONTROL
 NN0004  ___________________________________________________________________
 NN0004* NAD 83(1986)-  42 49 43.     (N)    098 28 11.     (W)     SCALED    
 NN0004* NAVD 88     -       429.076  (meters)    1407.73   (feet)  POSTED    
 NN0004  ___________________________________________________________________
 NN0004  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 NN0004  DYNAMIC HT  -         428.920 (meters)    1407.21  (feet)  COMP
 NN0004  MODELED GRAV-     980,250.9   (mgal)                       NAVD 88
 NN0004
 NN0004  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NN0004
 NN0004.The horizontal coordinates were scaled from a topographic map and have
 NN0004.an estimated accuracy of +/- 6 seconds.
 NN0004
 NN0004.The orthometric height was determined by differential leveling
 NN0004.and adjusted by the National Geodetic Survey in 1992..
 NN0004.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NN0004.rate of 0.0 thru 1.0 mm/km.
 NN0004
 NN0004.The geoid height was determined by GEOID03.
 NN0004
 NN0004.The dynamic height is computed by dividing the NAVD 88
 NN0004.geopotential number by the normal gravity value computed on the
 NN0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0004.degrees latitude (g = 980.6199 gals.).
 NN0004
 NN0004.The modeled gravity was interpolated from observed gravity values.
 NN0004
 NN0004;                    North         East    Units  Estimated Accuracy
 NN0004;SPC NE       -   333,690.      625,110.      MT  (+/- 180 meters Scaled)
 NN0004
 NN0004                          SUPERSEDED SURVEY CONTROL
 NN0004
 NN0004  NGVD 29 (??/??/92)  428.791  (m)         1406.79   (f) ADJ UNCH    2 0
 NN0004
 NN0004.Superseded values are not recommended for survey control.
 NN0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0004.See file dsdata.txt to determine how the superseded data were derived.
 NN0004
 NN0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN433419(NAD 83)
 NN0004_MARKER: R = RIVET
 NN0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0004_SP_SET: CONCRETE METER PIT
 NN0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0004
 NN0004  HISTORY     - Date     Condition        Report By
 NN0004  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0004  HISTORY     - 1934     GOOD             NGS
 NN0004  HISTORY     - 1949     GOOD             NGS
 NN0004
 NN0004                          STATION DESCRIPTION
 NN0004
 NN0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NN0004'AT LYNCH.
 NN0004'LOCATED AT LYNCH.  MONEL METAL RIVET SET JUST EAST OF WATER
 NN0004'TANK, 60 FEET NORTH OF TRACK ON THE SOUTHWEST CORNER OF CONCRETE
 NN0004'METER PIT.
 NN0004
 NN0004                          STATION RECOVERY (1949)
 NN0004
 NN0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NN0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0025 ***********************************************************************
 NN0025  DESIGNATION -  RV NIOBRARA
 NN0025  PID         -  NN0025
 NN0025  STATE/COUNTY-  NE/KNOX
 NN0025  USGS QUAD   -  NIOBRARA (1950)
 NN0025
 NN0025                         *CURRENT SURVEY CONTROL
 NN0025  ___________________________________________________________________
 NN0025* NAD 83(1986)-  42 45 18.     (N)    098 02 14.     (W)     SCALED    
 NN0025* NAVD 88     -       374.675  (meters)    1229.25   (feet)  ADJUSTED  
 NN0025  ___________________________________________________________________
 NN0025  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 NN0025  DYNAMIC HT  -         374.552 (meters)    1228.84  (feet)  COMP
 NN0025  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 NN0025
 NN0025  VERT ORDER  -  SECOND    CLASS 0
 NN0025
 NN0025.The horizontal coordinates were scaled from a topographic map and have
 NN0025.an estimated accuracy of +/- 6 seconds.
 NN0025
 NN0025.The orthometric height was determined by differential leveling
 NN0025.and adjusted by the National Geodetic Survey in June 1991..
 NN0025
 NN0025.The geoid height was determined by GEOID03.
 NN0025
 NN0025.The dynamic height is computed by dividing the NAVD 88
 NN0025.geopotential number by the normal gravity value computed on the
 NN0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0025.degrees latitude (g = 980.6199 gals.).
 NN0025
 NN0025.The modeled gravity was interpolated from observed gravity values.
 NN0025
 NN0025;                    North         East    Units  Estimated Accuracy
 NN0025;SPC NE       -   326,230.      660,650.      MT  (+/- 180 meters Scaled)
 NN0025
 NN0025                          SUPERSEDED SURVEY CONTROL
 NN0025
 NN0025  NGVD 29 (??/??/92)  374.466  (m)         1228.56   (f) ADJ UNCH    2 0
 NN0025
 NN0025.Superseded values are not recommended for survey control.
 NN0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0025.See file dsdata.txt to determine how the superseded data were derived.
 NN0025
 NN0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN787340(NAD 83)
 NN0025_MARKER: R = RIVET
 NN0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0025_SP_SET: PIER
 NN0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0025
 NN0025  HISTORY     - Date     Condition        Report By
 NN0025  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0025  HISTORY     - 1934     GOOD             NGS
 NN0025
 NN0025                          STATION DESCRIPTION
 NN0025
 NN0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NN0025'AT NIOBRARA.
 NN0025'LOCATED AT NIOBRARA.  MONEL METAL RIVET SET IN WATER TANK
 NN0025'FOUNDATION, ON EAST LONG CENTER PIER BETWEEN THE TWO FRONT
 NN0025'CAPSTONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0290 ***********************************************************************
 NN0290  DESIGNATION -  RV SPENCER
 NN0290  PID         -  NN0290
 NN0290  STATE/COUNTY-  NE/BOYD
 NN0290  USGS QUAD   -  SPENCER NORTH (1964)
 NN0290
 NN0290                         *CURRENT SURVEY CONTROL
 NN0290  ___________________________________________________________________
 NN0290* NAD 83(1986)-  42 52 39.     (N)    098 41 37.     (W)     SCALED    
 NN0290* NAVD 88     -       471.059  (meters)    1545.47   (feet)  ADJUSTED  
 NN0290  ___________________________________________________________________
 NN0290  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 NN0290  DYNAMIC HT  -         470.893 (meters)    1544.92  (feet)  COMP
 NN0290  MODELED GRAV-     980,255.5   (mgal)                       NAVD 88
 NN0290
 NN0290  VERT ORDER  -  SECOND    CLASS 0
 NN0290
 NN0290.The horizontal coordinates were scaled from a topographic map and have
 NN0290.an estimated accuracy of +/- 6 seconds.
 NN0290
 NN0290.The orthometric height was determined by differential leveling
 NN0290.and adjusted by the National Geodetic Survey in June 1991..
 NN0290
 NN0290.The geoid height was determined by GEOID03.
 NN0290
 NN0290.The dynamic height is computed by dividing the NAVD 88
 NN0290.geopotential number by the normal gravity value computed on the
 NN0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0290.degrees latitude (g = 980.6199 gals.).
 NN0290
 NN0290.The modeled gravity was interpolated from observed gravity values.
 NN0290
 NN0290;                    North         East    Units  Estimated Accuracy
 NN0290;SPC NE       -   338,820.      606,730.      MT  (+/- 180 meters Scaled)
 NN0290
 NN0290                          SUPERSEDED SURVEY CONTROL
 NN0290
 NN0290  NGVD 29 (??/??/92)  470.791  (m)         1544.59   (f) ADJ UNCH    2 0
 NN0290
 NN0290.Superseded values are not recommended for survey control.
 NN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0290.See file dsdata.txt to determine how the superseded data were derived.
 NN0290
 NN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN250472(NAD 83)
 NN0290_MARKER: R = RIVET
 NN0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0290_SP_SET: CONCRETE PIT
 NN0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0290
 NN0290  HISTORY     - Date     Condition        Report By
 NN0290  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0290  HISTORY     - 1943     GOOD             NGS
 NN0290
 NN0290                          STATION DESCRIPTION
 NN0290
 NN0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NN0290'AT SPENCER.
 NN0290'AT SPENCER, BOYD COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NN0290'RAILWAY, 250 FEET SOUTHEAST OF THE STATION, AT AN EMERGENCY
 NN0290'WATER COLUMN ON THE SOUTHWEST SIDE OF THE TRACK, AND ON THE
 NN0290'WEST SIDE OF THE CONCRETE PIT.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0028 ***********************************************************************
 NN0028  DESIGNATION -  RV VERDIGRE
 NN0028  PID         -  NN0028
 NN0028  STATE/COUNTY-  NE/KNOX
 NN0028  USGS QUAD   -  VERDIGRE (1954)
 NN0028
 NN0028                         *CURRENT SURVEY CONTROL
 NN0028  ___________________________________________________________________
 NN0028* NAD 83(1986)-  42 35 50.     (N)    098 01 55.     (W)     SCALED    
 NN0028* NAVD 88     -       411.703  (meters)    1350.73   (feet)  ADJUSTED  
 NN0028  ___________________________________________________________________
 NN0028  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 NN0028  DYNAMIC HT  -         411.562 (meters)    1350.27  (feet)  COMP
 NN0028  MODELED GRAV-     980,267.4   (mgal)                       NAVD 88
 NN0028
 NN0028  VERT ORDER  -  SECOND    CLASS 0
 NN0028
 NN0028.The horizontal coordinates were scaled from a topographic map and have
 NN0028.an estimated accuracy of +/- 6 seconds.
 NN0028
 NN0028.The orthometric height was determined by differential leveling
 NN0028.and adjusted by the National Geodetic Survey in June 1991..
 NN0028
 NN0028.The geoid height was determined by GEOID03.
 NN0028
 NN0028.The dynamic height is computed by dividing the NAVD 88
 NN0028.geopotential number by the normal gravity value computed on the
 NN0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0028.degrees latitude (g = 980.6199 gals.).
 NN0028
 NN0028.The modeled gravity was interpolated from observed gravity values.
 NN0028
 NN0028;                    North         East    Units  Estimated Accuracy
 NN0028;SPC NE       -   308,720.      661,480.      MT  (+/- 180 meters Scaled)
 NN0028
 NN0028                          SUPERSEDED SURVEY CONTROL
 NN0028
 NN0028  NGVD 29 (??/??/92)  411.506  (m)         1350.08   (f) ADJ UNCH    2 0
 NN0028
 NN0028.Superseded values are not recommended for survey control.
 NN0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0028.See file dsdata.txt to determine how the superseded data were derived.
 NN0028
 NN0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN794165(NAD 83)
 NN0028_MARKER: R = RIVET
 NN0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0028_SP_SET: PIER
 NN0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0028
 NN0028  HISTORY     - Date     Condition        Report By
 NN0028  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0028  HISTORY     - 1934     GOOD             NGS
 NN0028
 NN0028                          STATION DESCRIPTION
 NN0028
 NN0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NN0028'AT VERDIGRE.
 NN0028'LOCATED AT VERDIGRE.  MONEL METAL RIVET SET IN WATER TANK
 NN0028'FOUNDATION ON TRACK END OF EAST SHORT PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0023 ***********************************************************************
 NN0023  DESIGNATION -  RVF 132
 NN0023  PID         -  NN0023
 NN0023  STATE/COUNTY-  NE/KNOX
 NN0023  USGS QUAD   -  NIOBRARA (1950)
 NN0023
 NN0023                         *CURRENT SURVEY CONTROL
 NN0023  ___________________________________________________________________
 NN0023* NAD 83(1986)-  42 46 00.     (N)    098 02 57.     (W)     SCALED    
 NN0023* NAVD 88     -       375.238  (meters)    1231.09   (feet)  ADJUSTED  
 NN0023  ___________________________________________________________________
 NN0023  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 NN0023  DYNAMIC HT  -         375.115 (meters)    1230.69  (feet)  COMP
 NN0023  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 NN0023
 NN0023  VERT ORDER  -  SECOND    CLASS 0
 NN0023
 NN0023.The horizontal coordinates were scaled from a topographic map and have
 NN0023.an estimated accuracy of +/- 6 seconds.
 NN0023
 NN0023.The orthometric height was determined by differential leveling
 NN0023.and adjusted by the National Geodetic Survey in June 1991..
 NN0023
 NN0023.The geoid height was determined by GEOID03.
 NN0023
 NN0023.The dynamic height is computed by dividing the NAVD 88
 NN0023.geopotential number by the normal gravity value computed on the
 NN0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0023.degrees latitude (g = 980.6199 gals.).
 NN0023
 NN0023.The modeled gravity was interpolated from observed gravity values.
 NN0023
 NN0023;                    North         East    Units  Estimated Accuracy
 NN0023;SPC NE       -   327,500.      659,640.      MT  (+/- 180 meters Scaled)
 NN0023
 NN0023                          SUPERSEDED SURVEY CONTROL
 NN0023
 NN0023  NGVD 29 (??/??/92)  375.026  (m)         1230.40   (f) ADJ UNCH    2 0
 NN0023
 NN0023.Superseded values are not recommended for survey control.
 NN0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0023.See file dsdata.txt to determine how the superseded data were derived.
 NN0023
 NN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN777353(NAD 83)
 NN0023_MARKER: R = RIVET
 NN0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0023_SP_SET: BRIDGE
 NN0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0023
 NN0023  HISTORY     - Date     Condition        Report By
 NN0023  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0023  HISTORY     - 1934     GOOD             NGS
 NN0023
 NN0023                          STATION DESCRIPTION
 NN0023
 NN0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NN0023'1.3 MI NW FROM NIOBRARA.
 NN0023'LOCATED 1.3 MILES NORTHWEST OF STATION AT NIOBRARA MONEL METAL
 NN0023'RIVET SET IN WEST CONCRETE ABUTMENT ON TOP OF BACK WALL NORTH
 NN0023'SIDE OF TRACK OF BRIDGE OVER NIOBRARA RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0018 ***********************************************************************
 NN0018  DESIGNATION -  RVF 183
 NN0018  PID         -  NN0018
 NN0018  STATE/COUNTY-  NE/KNOX
 NN0018  USGS QUAD   -  VERDEL (1950)
 NN0018
 NN0018                         *CURRENT SURVEY CONTROL
 NN0018  ___________________________________________________________________
 NN0018* NAD 83(1986)-  42 48 42.     (N)    098 12 51.     (W)     SCALED    
 NN0018* NAVD 88     -       387.178  (meters)    1270.27   (feet)  ADJUSTED  
 NN0018  ___________________________________________________________________
 NN0018  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 NN0018  DYNAMIC HT  -         387.045 (meters)    1269.83  (feet)  COMP
 NN0018  MODELED GRAV-     980,267.5   (mgal)                       NAVD 88
 NN0018
 NN0018  VERT ORDER  -  SECOND    CLASS 0
 NN0018
 NN0018.The horizontal coordinates were scaled from a topographic map and have
 NN0018.an estimated accuracy of +/- 6 seconds.
 NN0018
 NN0018.The orthometric height was determined by differential leveling
 NN0018.and adjusted by the National Geodetic Survey in June 1991..
 NN0018
 NN0018.The geoid height was determined by GEOID03.
 NN0018
 NN0018.The dynamic height is computed by dividing the NAVD 88
 NN0018.geopotential number by the normal gravity value computed on the
 NN0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0018.degrees latitude (g = 980.6199 gals.).
 NN0018
 NN0018.The modeled gravity was interpolated from observed gravity values.
 NN0018
 NN0018;                    North         East    Units  Estimated Accuracy
 NN0018;SPC NE       -   332,210.      646,040.      MT  (+/- 180 meters Scaled)
 NN0018
 NN0018                          SUPERSEDED SURVEY CONTROL
 NN0018
 NN0018  NGVD 29 (??/??/92)  386.940  (m)         1269.49   (f) ADJ UNCH    2 0
 NN0018
 NN0018.Superseded values are not recommended for survey control.
 NN0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0018.See file dsdata.txt to determine how the superseded data were derived.
 NN0018
 NN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN642402(NAD 83)
 NN0018_MARKER: R = RIVET
 NN0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0018_SP_SET: PIER
 NN0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0018
 NN0018  HISTORY     - Date     Condition        Report By
 NN0018  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0018  HISTORY     - 1934     GOOD             NGS
 NN0018  HISTORY     - 1949     GOOD             NGS
 NN0018
 NN0018                          STATION DESCRIPTION
 NN0018
 NN0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NN0018'1.1 MI W FROM VERDEL.
 NN0018'LOCATED 1.1 MILES WEST OF STATION AT VERDEL.  MONEL METAL RIVET
 NN0018'SET IN CONCRETE PIER AT EAST END OF STEEL SPAN SOUTH SIDE OF
 NN0018'TRACK INSIDE OF SHOE.
 NN0018
 NN0018                          STATION RECOVERY (1949)
 NN0018
 NN0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NN0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0015 ***********************************************************************
 NN0015  DESIGNATION -  RVF 190
 NN0015  PID         -  NN0015
 NN0015  STATE/COUNTY-  NE/BOYD
 NN0015  USGS QUAD   -  MONOWI (1950)
 NN0015
 NN0015                         *CURRENT SURVEY CONTROL
 NN0015  ___________________________________________________________________
 NN0015* NAD 83(1986)-  42 49 25.     (N)    098 17 25.     (W)     SCALED    
 NN0015* NAVD 88     -       398.818  (meters)    1308.46   (feet)  ADJUSTED  
 NN0015  ___________________________________________________________________
 NN0015  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 NN0015  DYNAMIC HT  -         398.682 (meters)    1308.01  (feet)  COMP
 NN0015  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 NN0015
 NN0015  VERT ORDER  -  SECOND    CLASS 0
 NN0015
 NN0015.The horizontal coordinates were scaled from a topographic map and have
 NN0015.an estimated accuracy of +/- 6 seconds.
 NN0015
 NN0015.The orthometric height was determined by differential leveling
 NN0015.and adjusted by the National Geodetic Survey in June 1991..
 NN0015
 NN0015.The geoid height was determined by GEOID03.
 NN0015
 NN0015.The dynamic height is computed by dividing the NAVD 88
 NN0015.geopotential number by the normal gravity value computed on the
 NN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0015.degrees latitude (g = 980.6199 gals.).
 NN0015
 NN0015.The modeled gravity was interpolated from observed gravity values.
 NN0015
 NN0015;                    North         East    Units  Estimated Accuracy
 NN0015;SPC NE       -   333,410.      639,790.      MT  (+/- 180 meters Scaled)
 NN0015
 NN0015                          SUPERSEDED SURVEY CONTROL
 NN0015
 NN0015  NGVD 29 (??/??/92)  398.551  (m)         1307.58   (f) ADJ UNCH    2 0
 NN0015
 NN0015.Superseded values are not recommended for survey control.
 NN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0015.See file dsdata.txt to determine how the superseded data were derived.
 NN0015
 NN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN580414(NAD 83)
 NN0015_MARKER: R = RIVET
 NN0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0015_SP_SET: PIER
 NN0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0015
 NN0015  HISTORY     - Date     Condition        Report By
 NN0015  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0015  HISTORY     - 1934     GOOD             NGS
 NN0015
 NN0015                          STATION DESCRIPTION
 NN0015
 NN0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NN0015'2 MI E FROM MONOWI.
 NN0015'LOCATED 2 MILES EAST OF STATION AT MONOWI, MONEL METAL RIVET
 NN0015'SET IN CONCRETE PIER AT EAST END OF STEEL SPAN ON NORTH END OF
 NN0015'BLOCK SUPPORTING FLOOR SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0292 ***********************************************************************
 NN0292  DESIGNATION -  RVF 231
 NN0292  PID         -  NN0292
 NN0292  STATE/COUNTY-  NE/BOYD
 NN0292  USGS QUAD   -  SPENCER SOUTH (1952)
 NN0292
 NN0292                         *CURRENT SURVEY CONTROL
 NN0292  ___________________________________________________________________
 NN0292* NAD 83(1986)-  42 52 13.     (N)    098 41 01.     (W)     SCALED    
 NN0292* NAVD 88     -       465.380  (meters)    1526.83   (feet)  ADJUSTED  
 NN0292  ___________________________________________________________________
 NN0292  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 NN0292  DYNAMIC HT  -         465.217 (meters)    1526.30  (feet)  COMP
 NN0292  MODELED GRAV-     980,255.1   (mgal)                       NAVD 88
 NN0292
 NN0292  VERT ORDER  -  SECOND    CLASS 0
 NN0292
 NN0292.The horizontal coordinates were scaled from a topographic map and have
 NN0292.an estimated accuracy of +/- 6 seconds.
 NN0292
 NN0292.The orthometric height was determined by differential leveling
 NN0292.and adjusted by the National Geodetic Survey in June 1991..
 NN0292
 NN0292.The geoid height was determined by GEOID03.
 NN0292
 NN0292.The dynamic height is computed by dividing the NAVD 88
 NN0292.geopotential number by the normal gravity value computed on the
 NN0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0292.degrees latitude (g = 980.6199 gals.).
 NN0292
 NN0292.The modeled gravity was interpolated from observed gravity values.
 NN0292
 NN0292;                    North         East    Units  Estimated Accuracy
 NN0292;SPC NE       -   338,030.      607,560.      MT  (+/- 180 meters Scaled)
 NN0292
 NN0292                          SUPERSEDED SURVEY CONTROL
 NN0292
 NN0292  NGVD 29 (??/??/92)  465.114  (m)         1525.96   (f) ADJ UNCH    2 0
 NN0292
 NN0292.Superseded values are not recommended for survey control.
 NN0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0292.See file dsdata.txt to determine how the superseded data were derived.
 NN0292
 NN0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN258464(NAD 83)
 NN0292_MARKER: R = RIVET
 NN0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0292_SP_SET: PIER
 NN0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0292
 NN0292  HISTORY     - Date     Condition        Report By
 NN0292  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0292  HISTORY     - 1943     GOOD             NGS
 NN0292
 NN0292                          STATION DESCRIPTION
 NN0292
 NN0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NN0292'0.7 MI SE FROM SPENCER.
 NN0292'0.7 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0292'FROM THE STATION AT SPENCER, BOYD COUNTY, AT STEEL SPAN
 NN0292'BRIDGE F 231, IN THE CONCRETE PIER AT THE EAST END OF THE STEEL
 NN0292'SPAN, AND IN THE NORTH END OF THE BLOCK SUPPORTING THE FLOOR
 NN0292'SYSTEM.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0031 ***********************************************************************
 NN0031  DESIGNATION -  RVF 90
 NN0031  PID         -  NN0031
 NN0031  STATE/COUNTY-  NE/KNOX
 NN0031  USGS QUAD   -  VERDIGRE (1954)
 NN0031
 NN0031                         *CURRENT SURVEY CONTROL
 NN0031  ___________________________________________________________________
 NN0031* NAD 83(1986)-  42 33 59.     (N)    098 00 43.     (W)     SCALED    
 NN0031* NAVD 88     -       448.639  (meters)    1471.91   (feet)  ADJUSTED  
 NN0031  ___________________________________________________________________
 NN0031  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 NN0031  DYNAMIC HT  -         448.481 (meters)    1471.39  (feet)  COMP
 NN0031  MODELED GRAV-     980,254.7   (mgal)                       NAVD 88
 NN0031
 NN0031  VERT ORDER  -  SECOND    CLASS 0
 NN0031
 NN0031.The horizontal coordinates were scaled from a topographic map and have
 NN0031.an estimated accuracy of +/- 6 seconds.
 NN0031
 NN0031.The orthometric height was determined by differential leveling
 NN0031.and adjusted by the National Geodetic Survey in June 1991..
 NN0031
 NN0031.The geoid height was determined by GEOID03.
 NN0031
 NN0031.The dynamic height is computed by dividing the NAVD 88
 NN0031.geopotential number by the normal gravity value computed on the
 NN0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0031.degrees latitude (g = 980.6199 gals.).
 NN0031
 NN0031.The modeled gravity was interpolated from observed gravity values.
 NN0031
 NN0031;                    North         East    Units  Estimated Accuracy
 NN0031;SPC NE       -   305,330.      663,200.      MT  (+/- 180 meters Scaled)
 NN0031
 NN0031                          SUPERSEDED SURVEY CONTROL
 NN0031
 NN0031  NGVD 29 (??/??/92)  448.436  (m)         1471.24   (f) ADJ UNCH    2 0
 NN0031
 NN0031.Superseded values are not recommended for survey control.
 NN0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0031.See file dsdata.txt to determine how the superseded data were derived.
 NN0031
 NN0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN810131(NAD 83)
 NN0031_MARKER: R = RIVET
 NN0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NN0031_SP_SET: BRIDGE
 NN0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NN0031
 NN0031  HISTORY     - Date     Condition        Report By
 NN0031  HISTORY     - UNK      MONUMENTED       CNWRR
 NN0031  HISTORY     - 1934     GOOD             NGS
 NN0031
 NN0031                          STATION DESCRIPTION
 NN0031
 NN0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NN0031'2.6 MI S FROM VERDIGRE.
 NN0031'LOCATED 2.6 MILES SOUTH OF STATION AT VERDIGRE MONEL METAL RIVET
 NN0031'SET IN MASONRY HEAD WALL SOUTH SIDE OF TRACK ON BRIDGE NO. F-90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3455 ***********************************************************************
 AI3455  DESIGNATION -  RWDN A
 AI3455  PID         -  AI3455
 AI3455  STATE/COUNTY-  NE/RED WILLOW
 AI3455  USGS QUAD   -  MC COOK SW (1957)
 AI3455
 AI3455                         *CURRENT SURVEY CONTROL
 AI3455  ___________________________________________________________________
 AI3455* NAD 83(1995)-  40 05 05.46754(N)    100 38 53.18295(W)     ADJUSTED  
 AI3455* NAVD 88     -       813.517  (meters)    2669.01   (feet)  ADJUSTED  
 AI3455  ___________________________________________________________________
 AI3455  X           -    -903,049.332 (meters)                     COMP
 AI3455  Y           -  -4,803,094.410 (meters)                     COMP
 AI3455  Z           -   4,085,706.760 (meters)                     COMP
 AI3455  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AI3455  ELLIP HEIGHT-         789.41  (meters)          (09/24/01) GPS OBS
 AI3455  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AI3455  DYNAMIC HT  -         812.958 (meters)    2667.18  (feet)  COMP
 AI3455  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 AI3455
 AI3455  HORZ ORDER  -  B
 AI3455  VERT ORDER  -  SECOND    CLASS I
 AI3455  ELLP ORDER  -  FOURTH    CLASS II
 AI3455
 AI3455.This is a reference station for the MCCOOK
 AI3455.National Continuously Operating Reference Station (RWDN).
 AI3455
 AI3455.The horizontal coordinates were established by GPS observations
 AI3455.and adjusted by the National Geodetic Survey in September 2001..
 AI3455
 AI3455.The orthometric height was determined by differential leveling
 AI3455.and adjusted by the National Geodetic Survey in July 2002..
 AI3455.No vertical observational check was made to the station.
 AI3455
 AI3455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3455
 AI3455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3455
 AI3455.The ellipsoidal height was determined by GPS observations
 AI3455.and is referenced to NAD 83.
 AI3455
 AI3455.The geoid height was determined by GEOID03.
 AI3455
 AI3455.The dynamic height is computed by dividing the NAVD 88
 AI3455.geopotential number by the normal gravity value computed on the
 AI3455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3455.degrees latitude (g = 980.6199 gals.).
 AI3455
 AI3455.The modeled gravity was interpolated from observed gravity values.
 AI3455
 AI3455;                    North         East     Units Scale Factor Converg.
 AI3455;SPC NE       -    28,134.810   444,726.839   MT  0.99996273   -0 25 46.2
 AI3455;UTM  14      - 4,438,476.531   359,489.071   MT  0.99984305   -1 03 41.1
 AI3455
 AI3455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3455!SPC NE       -   0.99987618  x   0.99996273  =   0.99983891
 AI3455!UTM  14      -   0.99987618  x   0.99984305  =   0.99971924
 AI3455
 AI3455                          SUPERSEDED SURVEY CONTROL
 AI3455
 AI3455  NAD 83(1995)-  40 05 05.47026(N)    100 38 53.18285(W) AD(       ) B
 AI3455  ELLIP H (05/18/00)  789.45   (m)                       GP(       ) 2 2
 AI3455  NAVD 88 (05/18/00)  813.52   (m)         2669.0    (f) LEVELING    3  
 AI3455
 AI3455.Superseded values are not recommended for survey control.
 AI3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3455.See file dsdata.txt to determine how the superseded data were derived.
 AI3455
 AI3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5948938477(NAD 83)
 AI3455_MARKER: F = FLANGE-ENCASED ROD
 AI3455_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI3455_STAMPING: RWDN A 1999
 AI3455_MARK LOGO: NGS   
 AI3455_PROJECTION: FLUSH
 AI3455_MAGNETIC: I = MARKER IS A STEEL ROD
 AI3455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3455+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3455_ROD/PIPE-DEPTH: 8.3  meters
 AI3455_SLEEVE-DEPTH  : 0.9 meters
 AI3455
 AI3455  HISTORY     - Date     Condition        Report By
 AI3455  HISTORY     - 1999     MONUMENTED       NGS
 AI3455
 AI3455                          STATION DESCRIPTION
 AI3455
 AI3455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3455'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3455'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.3 WESTERLY ALONG A PAVED
 AI3455'ROAD, THENCE 12.4 KM (7.70 MI) SOUTHERLY ALONG A PAVED AND GRAVELED
 AI3455'ROAD, 14.0 M (45.9 FT) NORTH OF THE CENTER OF A GATE, 8.9 M (29.2 FT)
 AI3455'WEST OF THE ROAD CENTER, 0.6 M (2.0 FT) SOUTHEAST OF A FENCE POST, 0.3
 AI3455'M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) EAST OF A
 AI3455'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AI3455'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AI3455'FOR A CLASS A MARK.  THE MONUMENT IS A CORS SITE REFERENCE STATION.
 AI3455'THE MARK IS ON COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3456 ***********************************************************************
 AI3456  DESIGNATION -  RWDN B
 AI3456  PID         -  AI3456
 AI3456  STATE/COUNTY-  NE/RED WILLOW
 AI3456  USGS QUAD   -  MC COOK SW (1957)
 AI3456
 AI3456                         *CURRENT SURVEY CONTROL
 AI3456  ___________________________________________________________________
 AI3456* NAD 83(1995)-  40 05 29.12237(N)    100 38 54.01730(W)     ADJUSTED  
 AI3456* NAVD 88     -       807.658  (meters)    2649.79   (feet)  ADJUSTED  
 AI3456  ___________________________________________________________________
 AI3456  X           -    -902,981.105 (meters)                     COMP
 AI3456  Y           -  -4,802,624.550 (meters)                     COMP
 AI3456  Z           -   4,086,261.236 (meters)                     COMP
 AI3456  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AI3456  ELLIP HEIGHT-         783.55  (meters)          (09/24/01) GPS OBS
 AI3456  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AI3456  DYNAMIC HT  -         807.103 (meters)    2647.97  (feet)  COMP
 AI3456  MODELED GRAV-     979,912.8   (mgal)                       NAVD 88
 AI3456
 AI3456  HORZ ORDER  -  B
 AI3456  VERT ORDER  -  SECOND    CLASS I
 AI3456  ELLP ORDER  -  FOURTH    CLASS II
 AI3456
 AI3456.This is a reference station for the MCCOOK
 AI3456.National Continuously Operating Reference Station (RWDN).
 AI3456
 AI3456.The horizontal coordinates were established by GPS observations
 AI3456.and adjusted by the National Geodetic Survey in September 2001..
 AI3456
 AI3456.The orthometric height was determined by differential leveling
 AI3456.and adjusted by the National Geodetic Survey in July 2002..
 AI3456.No vertical observational check was made to the station.
 AI3456
 AI3456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3456
 AI3456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3456
 AI3456.The ellipsoidal height was determined by GPS observations
 AI3456.and is referenced to NAD 83.
 AI3456
 AI3456.The geoid height was determined by GEOID03.
 AI3456
 AI3456.The dynamic height is computed by dividing the NAVD 88
 AI3456.geopotential number by the normal gravity value computed on the
 AI3456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3456.degrees latitude (g = 980.6199 gals.).
 AI3456
 AI3456.The modeled gravity was interpolated from observed gravity values.
 AI3456
 AI3456;                    North         East     Units Scale Factor Converg.
 AI3456;SPC NE       -    28,864.505   444,712.544   MT  0.99995993   -0 25 46.7
 AI3456;UTM  14      - 4,439,206.253   359,482.826   MT  0.99984307   -1 03 42.2
 AI3456
 AI3456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3456!SPC NE       -   0.99987709  x   0.99995993  =   0.99983703
 AI3456!UTM  14      -   0.99987709  x   0.99984307  =   0.99972018
 AI3456
 AI3456                          SUPERSEDED SURVEY CONTROL
 AI3456
 AI3456  NAD 83(1995)-  40 05 29.12509(N)    100 38 54.01721(W) AD(       ) B
 AI3456  ELLIP H (05/18/00)  783.59   (m)                       GP(       ) 2 2
 AI3456  NAVD 88 (05/18/00)  807.66   (m)         2649.8    (f) LEVELING    3  
 AI3456
 AI3456.Superseded values are not recommended for survey control.
 AI3456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3456.See file dsdata.txt to determine how the superseded data were derived.
 AI3456
 AI3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5948339206(NAD 83)
 AI3456_MARKER: F = FLANGE-ENCASED ROD
 AI3456_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI3456_STAMPING: RWDN B 1999
 AI3456_MARK LOGO: NGS   
 AI3456_PROJECTION: FLUSH
 AI3456_MAGNETIC: I = MARKER IS A STEEL ROD
 AI3456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3456+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3456_ROD/PIPE-DEPTH: 3.4  meters
 AI3456_SLEEVE-DEPTH  : 0.9 meters
 AI3456
 AI3456  HISTORY     - Date     Condition        Report By
 AI3456  HISTORY     - 1999     MONUMENTED       NGS
 AI3456
 AI3456                          STATION DESCRIPTION
 AI3456
 AI3456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AI3456'0.3 KM (0.20 MI) SOUTHERLY ALONG FEDERAL AVENUE FROM THE JUNCTION OF B
 AI3456'STREET (U.S.  HIGHWAY 34) IN MCCOOK, THENCE 1.3 WESTERLY ALONG A PAVED
 AI3456'ROAD, THENCE 11.7 KM (7.25 MI) SOUTHERLY ALONG A PAVED AND GRAVELED
 AI3456'ROAD, 15.6 M (51.2 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 AI3456'13.9 M (45.6 FT) WEST OF THE ROAD CENTER, 2.2 M (7.2 FT) NORTH OF THE
 AI3456'NORTHEAST END OF A GATE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD,
 AI3456'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO
 AI3456'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AI3456'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE MONUMENT IS A CORS
 AI3456'SITE REFERENCE STATION.  THE MARK IS ON COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0139 ***********************************************************************
 NO0139  DESIGNATION -  S 1
 NO0139  PID         -  NO0139
 NO0139  STATE/COUNTY-  NE/CHERRY
 NO0139  USGS QUAD   -  CROOKSTON WEST (1985)
 NO0139
 NO0139                         *CURRENT SURVEY CONTROL
 NO0139  ___________________________________________________________________
 NO0139* NAD 83(1986)-  42 55 35.     (N)    100 45 11.     (W)     SCALED    
 NO0139* NAVD 88     -       815.446  (meters)    2675.34   (feet)  ADJUSTED  
 NO0139  ___________________________________________________________________
 NO0139  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 NO0139  DYNAMIC HT  -         815.119 (meters)    2674.27  (feet)  COMP
 NO0139  MODELED GRAV-     980,191.8   (mgal)                       NAVD 88
 NO0139
 NO0139  VERT ORDER  -  FIRST     CLASS II
 NO0139
 NO0139.The horizontal coordinates were scaled from a topographic map and have
 NO0139.an estimated accuracy of +/- 6 seconds.
 NO0139
 NO0139.The orthometric height was determined by differential leveling
 NO0139.and adjusted by the National Geodetic Survey in June 1991..
 NO0139
 NO0139.The geoid height was determined by GEOID03.
 NO0139
 NO0139.The dynamic height is computed by dividing the NAVD 88
 NO0139.geopotential number by the normal gravity value computed on the
 NO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0139.degrees latitude (g = 980.6199 gals.).
 NO0139
 NO0139.The modeled gravity was interpolated from observed gravity values.
 NO0139
 NO0139;                    North         East    Units  Estimated Accuracy
 NO0139;SPC NE       -   343,710.      438,530.      MT  (+/- 180 meters Scaled)
 NO0139
 NO0139                          SUPERSEDED SURVEY CONTROL
 NO0139
 NO0139  NGVD 29 (??/??/92)  815.138  (m)         2674.33   (f) ADJ UNCH    1 2
 NO0139
 NO0139.Superseded values are not recommended for survey control.
 NO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0139.See file dsdata.txt to determine how the superseded data were derived.
 NO0139
 NO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN569541(NAD 83)
 NO0139_MARKER: DD = SURVEY DISK
 NO0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0139_STAMPING: S 1 1947 2674
 NO0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0139+STABILITY: SURFACE MOTION
 NO0139
 NO0139  HISTORY     - Date     Condition        Report By
 NO0139  HISTORY     - 1947     MONUMENTED       USGS
 NO0139  HISTORY     - 1957     GOOD             NGS
 NO0139
 NO0139                          STATION DESCRIPTION
 NO0139
 NO0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0139'AT CROOKSTON.
 NO0139'ABOUT 0.1 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0139'FROM THE STATION AT CROOKSTON, IN SECTION 17, T. 34 N., R. 29 W.,
 NO0139'38 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 149 FEET NORTH
 NO0139'OF THE CENTER LINE OF U.S. HIGHWAY 20, 53 FEET WEST OF THE CENTER
 NO0139'LINE OF MAIN STREET, 72 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 NO0139'A SERVICE STATION 61 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 NO0139'OF MAIN STREET AND THE MAIN TRACK, 6 1/2 FEET NORTHWEST OF THE
 NO0139'FIFTH POLE EAST OF MILE POST 281, 2 FEET NORTHWEST OF A WHITE
 NO0139'WOODEN WITNESS POST, ABOUT LEVEL WITH THE RAIL AND IN THE TOP
 NO0139'OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1175 ***********************************************************************
 NM1175  DESIGNATION -  S 1
 NM1175  PID         -  NM1175
 NM1175  STATE/COUNTY-  NE/WAYNE
 NM1175  USGS QUAD   -  NORFOLK NE (1976)
 NM1175
 NM1175                         *CURRENT SURVEY CONTROL
 NM1175  ___________________________________________________________________
 NM1175* NAD 83(1986)-  42 09 39.     (N)    097 16 40.     (W)     SCALED    
 NM1175* NAVD 88     -       544.019  (meters)    1784.84   (feet)  ADJUSTED  
 NM1175  ___________________________________________________________________
 NM1175  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 NM1175  DYNAMIC HT  -         543.815 (meters)    1784.17  (feet)  COMP
 NM1175  MODELED GRAV-     980,228.6   (mgal)                       NAVD 88
 NM1175
 NM1175  VERT ORDER  -  FIRST     CLASS II
 NM1175
 NM1175.The horizontal coordinates were scaled from a topographic map and have
 NM1175.an estimated accuracy of +/- 6 seconds.
 NM1175
 NM1175.The orthometric height was determined by differential leveling
 NM1175.and adjusted by the National Geodetic Survey in June 1991..
 NM1175
 NM1175.The geoid height was determined by GEOID03.
 NM1175
 NM1175.The dynamic height is computed by dividing the NAVD 88
 NM1175.geopotential number by the normal gravity value computed on the
 NM1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1175.degrees latitude (g = 980.6199 gals.).
 NM1175
 NM1175.The modeled gravity was interpolated from observed gravity values.
 NM1175
 NM1175;                    North         East    Units  Estimated Accuracy
 NM1175;SPC NE       -   261,960.      724,870.      MT  (+/- 180 meters Scaled)
 NM1175
 NM1175                          SUPERSEDED SURVEY CONTROL
 NM1175
 NM1175  NGVD 29 (??/??/92)  543.819  (m)         1784.18   (f) ADJ UNCH    1 2
 NM1175
 NM1175.Superseded values are not recommended for survey control.
 NM1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1175.See file dsdata.txt to determine how the superseded data were derived.
 NM1175
 NM1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM422690(NAD 83)
 NM1175_MARKER: H = DRILL HOLE
 NM1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1175+STABILITY: SURFACE MOTION
 NM1175
 NM1175  HISTORY     - Date     Condition        Report By
 NM1175  HISTORY     - UNK      MONUMENTED       CGS
 NM1175  HISTORY     - 1947     GOOD             NGS
 NM1175  HISTORY     - 1963     POOR             USGS
 NM1175
 NM1175                          STATION DESCRIPTION
 NM1175
 NM1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM1175'4 MI NE FROM HOSKINS.
 NM1175'4.0 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 NM1175'OMAHA RAILWAY FROM THE STATION AT HOSKINS, 0.15 MILE SOUTHWEST OF
 NM1175'MILE POST EMR 34, AT APEX SIDING, 422.0 FEET WEST OF THE SWITCH
 NM1175'STAND AT THE EAST END OF THE SIDE TRACK, 162.0 FEET WEST OF THE
 NM1175'CENTER OF THE CROSSING OF A PRIVATE DIRT ROAD, 118.0 FEET WEST
 NM1175'NORTHWEST OF AND ACROSS THE TRACK FROM TELEPHONE POLE NO. 34/5,
 NM1175'58.5 FEET SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE, 45.8
 NM1175'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 1.4 FOOT
 NM1175'SOUTHWEST OF A REFERENCE POST, THE BOTTOM OF A SQUARE HOLE CUT IN
 NM1175'THE TOP OF A STONE POST AND SURROUNDED BY THE LETTERS U S B M,
 NM1175'ABOUT THE SAME ELEVATION AS THE TRACK AND PROJECTING 0.4 FOOT.
 NM1175
 NM1175                          STATION RECOVERY (1963)
 NM1175
 NM1175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NM1175'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0125 ***********************************************************************
 NP0125  DESIGNATION -  S 10
 NP0125  PID         -  NP0125
 NP0125  STATE/COUNTY-  NE/BOX BUTTE
 NP0125  USGS QUAD   -  ALLIANCE WEST (1976)
 NP0125
 NP0125                         *CURRENT SURVEY CONTROL
 NP0125  ___________________________________________________________________
 NP0125* NAD 83(1986)-  42 04 31.     (N)    102 53 42.     (W)     SCALED    
 NP0125* NAVD 88     -      1203.151  (meters)    3947.34   (feet)  ADJUSTED  
 NP0125  ___________________________________________________________________
 NP0125  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 NP0125  DYNAMIC HT  -        1202.443 (meters)    3945.02  (feet)  COMP
 NP0125  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 NP0125
 NP0125  VERT ORDER  -  FIRST     CLASS II
 NP0125
 NP0125.The horizontal coordinates were scaled from a topographic map and have
 NP0125.an estimated accuracy of +/- 6 seconds.
 NP0125
 NP0125.The orthometric height was determined by differential leveling
 NP0125.and adjusted by the National Geodetic Survey in June 1991..
 NP0125
 NP0125.The geoid height was determined by GEOID03.
 NP0125
 NP0125.The dynamic height is computed by dividing the NAVD 88
 NP0125.geopotential number by the normal gravity value computed on the
 NP0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0125.degrees latitude (g = 980.6199 gals.).
 NP0125
 NP0125.The modeled gravity was interpolated from observed gravity values.
 NP0125
 NP0125;                    North         East    Units  Estimated Accuracy
 NP0125;SPC NE       -   252,930.      260,550.      MT  (+/- 180 meters Scaled)
 NP0125
 NP0125                          SUPERSEDED SURVEY CONTROL
 NP0125
 NP0125  NGVD 29 (??/??/92) 1202.564  (m)         3945.41   (f) ADJ UNCH    1 2
 NP0125
 NP0125.Superseded values are not recommended for survey control.
 NP0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0125.See file dsdata.txt to determine how the superseded data were derived.
 NP0125
 NP0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG741602(NAD 83)
 NP0125_MARKER: DB = BENCH MARK DISK
 NP0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0125_STAMPING: S 10 1933 3945.127
 NP0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0125+STABILITY: SURFACE MOTION
 NP0125
 NP0125  HISTORY     - Date     Condition        Report By
 NP0125  HISTORY     - 1933     MONUMENTED       CGS
 NP0125  HISTORY     - 1956     GOOD             NGS
 NP0125  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0125
 NP0125                          STATION DESCRIPTION
 NP0125
 NP0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NP0125'2.1 MI SW FROM ALLIANCE.
 NP0125'2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0125'RAILROAD FROM THE STATION AT ALLIANCE, AT A ROAD CROSSING, 2
 NP0125'POLES SOUTH OF MILEPOST 2, 43.5 FEET EAST OF THE EAST RAIL, 36
 NP0125'FEET SOUTH OF THE CENTER LINE OF A ROAD, 9.3 FEET NORTHWEST OF A
 NP0125'TELEPHONE POLE, 5.8 FEET SOUTHWEST OF A FENCE CORNER, 4.7 FEET
 NP0125'WEST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE
 NP0125'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 NP0125'IN THE NORTHWEST 1/4 OF SECTION 9, TOWNSHIP 24 NORTH, RANGE 48
 NP0125'WEST.
 NP0125
 NP0125                          STATION RECOVERY (1985)
 NP0125
 NP0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0125'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0291 ***********************************************************************
 NP0291  DESIGNATION -  S 11
 NP0291  PID         -  NP0291
 NP0291  STATE/COUNTY-  NE/DAWES
 NP0291  USGS QUAD   -  BELMONT (1980)
 NP0291
 NP0291                         *CURRENT SURVEY CONTROL
 NP0291  ___________________________________________________________________
 NP0291* NAD 83(1986)-  42 32 52.     (N)    103 21 25.     (W)     SCALED    
 NP0291* NAVD 88     -      1369.067  (meters)    4491.68   (feet)  ADJUSTED  
 NP0291  ___________________________________________________________________
 NP0291  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 NP0291  DYNAMIC HT  -        1368.249 (meters)    4489.00  (feet)  COMP
 NP0291  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 NP0291
 NP0291  VERT ORDER  -  FIRST     CLASS II
 NP0291
 NP0291.The horizontal coordinates were scaled from a topographic map and have
 NP0291.an estimated accuracy of +/- 6 seconds.
 NP0291
 NP0291.The orthometric height was determined by differential leveling
 NP0291.and adjusted by the National Geodetic Survey in June 1991..
 NP0291
 NP0291.The geoid height was determined by GEOID03.
 NP0291
 NP0291.The dynamic height is computed by dividing the NAVD 88
 NP0291.geopotential number by the normal gravity value computed on the
 NP0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0291.degrees latitude (g = 980.6199 gals.).
 NP0291
 NP0291.The modeled gravity was interpolated from observed gravity values.
 NP0291
 NP0291;                    North         East    Units  Estimated Accuracy
 NP0291;SPC NE       -   306,740.      224,390.      MT  (+/- 180 meters Scaled)
 NP0291
 NP0291                          SUPERSEDED SURVEY CONTROL
 NP0291
 NP0291  NGVD 29 (??/??/92) 1368.378  (m)         4489.42   (f) ADJ UNCH    1 2
 NP0291
 NP0291.Superseded values are not recommended for survey control.
 NP0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0291.See file dsdata.txt to determine how the superseded data were derived.
 NP0291
 NP0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH349119(NAD 83)
 NP0291_MARKER: DB = BENCH MARK DISK
 NP0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0291_STAMPING: S 11 1933 4488.971
 NP0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0291+STABILITY: SURFACE MOTION
 NP0291
 NP0291  HISTORY     - Date     Condition        Report By
 NP0291  HISTORY     - 1933     MONUMENTED       CGS
 NP0291  HISTORY     - 1958     GOOD             NGS
 NP0291  HISTORY     - 1976     MARK NOT FOUND   USGS
 NP0291  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0291
 NP0291                          STATION DESCRIPTION
 NP0291
 NP0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NP0291'9.7 MI N FROM MARSLAND.
 NP0291'THE MARK IS 9.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND
 NP0291'QUINCY RAILROAD FROM THE STATION SIGN AT MARSLAND, ABOUT 800 FEET
 NP0291'SOUTH OF THE OVERPASS AT BELMONT, 66 FEET SOUTH OF THE FOOTINGS
 NP0291'OF THE FOUNDATION OF THE OLD RAILROAD STATION AT BELMONT, 130
 NP0291'FEET NORTH OF THE NORTH END OF AN OLD RAILROAD CAR USED AS A
 NP0291'SECTION HOUSE, 17 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 NP0291'1.6 FEET WEST OF A WHITE WITNESS POST AND SET IN A CONCRETE POST
 NP0291'WHICH IS FLUSH WITH THE GROUND.
 NP0291
 NP0291                          STATION RECOVERY (1976)
 NP0291
 NP0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NP0291'MARK NOT FOUND.
 NP0291
 NP0291                          STATION RECOVERY (1985)
 NP0291
 NP0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0291'NOT RECOVERED.  AREA DESCRIBED HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1153 ***********************************************************************
 ML1153  DESIGNATION -  S 11 23
 ML1153  PID         -  ML1153
 ML1153  STATE/COUNTY-  NE/CUSTER
 ML1153  USGS QUAD   -  MASON CITY SW (1978)
 ML1153
 ML1153                         *CURRENT SURVEY CONTROL
 ML1153  ___________________________________________________________________
 ML1153* NAD 83(1995)-  41 05 59.16175(N)    099 28 06.02278(W)     ADJUSTED  
 ML1153* NAVD 88     -       748.     (meters)    2454.     (feet)  SCALED    
 ML1153  ___________________________________________________________________
 ML1153  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 ML1153  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 ML1153
 ML1153  HORZ ORDER  -  THIRD
 ML1153
 ML1153.The horizontal coordinates were established by classical geodetic methods
 ML1153.and adjusted by the National Geodetic Survey in August 1997..
 ML1153
 ML1153.The orthometric height was scaled from a topographic map.
 ML1153
 ML1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1153
 ML1153.The geoid height was determined by GEOID03.
 ML1153
 ML1153;                    North         East     Units Scale Factor Converg.
 ML1153;SPC NE       -   140,744.394   544,649.409   MT  0.99968356   +0 21 08.4
 ML1153;UTM  14      - 4,549,937.924   460,671.309   MT  0.99961904   -0 18 28.4
 ML1153
 ML1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1153!SPC NE       -   0.99988633  x   0.99968356  =   0.99956993
 ML1153!UTM  14      -   0.99988633  x   0.99961904  =   0.99950542
 ML1153
 ML1153|---------------------------------------------------------------------|
 ML1153| PID    Reference Object                     Distance      Geod. Az  |
 ML1153|                                                           dddmmss.s |
 ML1153| CN9649 S 11 23 RM 1                         10.183 METERS 01416     |
 ML1153| CN9650 S 11 23 RM 2                         12.476 METERS 10647     |
 ML1153| CN9648 S 11 23 AZ MK                                      3432320.6 |
 ML1153|---------------------------------------------------------------------|
 ML1153
 ML1153                          SUPERSEDED SURVEY CONTROL
 ML1153
 ML1153  NAD 83(1986)-  41 05 59.16895(N)    099 28 06.02676(W) AD(       ) 3
 ML1153  NAD 27      -  41 05 59.13600(N)    099 28 04.65700(W) AD(       ) 3
 ML1153
 ML1153.Superseded values are not recommended for survey control.
 ML1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1153.See file dsdata.txt to determine how the superseded data were derived.
 ML1153
 ML1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML6067149938(NAD 83)
 ML1153_MARKER: DB = BENCH MARK DISK
 ML1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1153
 ML1153  HISTORY     - Date     Condition        Report By
 ML1153  HISTORY     - 1951     MONUMENTED       BOR
 ML1153
 ML1153                          STATION DESCRIPTION
 ML1153
 ML1153'DESCRIBED BY US BUREAU OF RECLAMATION 1951 (RLE)
 ML1153'THE STATION IS LOCATED ABOUT 10.5 MILES NORTH-NORTHEAST OF
 ML1153'SUMNER AND ABOUT 1.0 MILE NORTH OF THE SOUTH LOUP RIVER ON
 ML1153'THE HIGHEST POINT OF A PROMINENT NORTH-SOUTH RIDGE, 152 FEET
 ML1153'EAST OF A NORTH-SOUTH FENCE LINE AND 4 FEET NORTH OF A WITNESS
 ML1153'POST.  IT IS A STANDARD USBR BENCH MARK DISK SET IN TOP OF A
 ML1153'6 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE AND
 ML1153'IS STAMPED S-11-23.
 ML1153'
 ML1153'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE ON ABOUT THE SAME
 ML1153'ELEVATION AS THE STATION.  IT IS STAMPED S-11-23 NO 1 1951 AND
 ML1153'PROJECTS 4 INCHES.
 ML1153'
 ML1153'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE ON ABOUT THE SAME
 ML1153'ELEVATION AS THE STATION.  IT IS STAMPED S-11-23 NO 2 1951
 ML1153'AND PROJECTS 3 INCHES.
 ML1153'
 ML1153'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 53.92 FEET.
 ML1153'
 ML1153'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 19 FEET SOUTHWEST
 ML1153'OF THE CENTER OF A CURVE IN ROAD, 2 FEET SOUTHEAST OF A FENCE
 ML1153'CORNER AND WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 ML1153'LINE.  IT IS STAMPED S-11-23 1951 AND PROJECTS 4 INCHES.
 ML1153'
 ML1153'TO REACH THE STATION FROM THE RAILROAD STATION IN SUMNER, GO
 ML1153'WEST ON STATE HIGHWAY 40 FOR 0.25 MILE TO A CROSSROAD, TURN
 ML1153'RIGHT AND GO NORTH ON GRAVELED ROAD FOR 2.5 MILES TO A T
 ML1153'INTERSECTION, TURN RIGHT AND GO EAST FOR 0.5 MILE TO A CROSSROAD.
 ML1153'TURN LEFT AND GO NORTH ON DIRT ROAD FOR 4.0 MILES TO A FORK,
 ML1153'TAKE RIGHT FORK AND CONTINUE NORTH ON WINDING ROAD FOR 3.8
 ML1153'MILES TO A STEEL BRIDGE ACROSS SOUTH LOUP RIVER, CONTINUE NORTH
 ML1153'ON MAIN TRAVELED ROAD FOR 0.7 MILE TO A FORK.  TAKE RIGHT
 ML1153'FORK AND CONTINUE NORTH FOR 0.05 MILE TO A T ROAD RIGHT, TURN
 ML1153'RIGHT AND GO EAST FOR 1.2 MILES TO POINT WHERE ROAD CURVES
 ML1153'SOUTHEAST AND AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE
 ML1153'SOUTHEAST AND EAST FOR 0.6 MILE TO A T ROAD RIGHT.  TURN
 ML1153'RIGHT AND GO SOUTH FOR 0.25 MILE TO A DRIVEWAY INTO FARMYARD
 ML1153'ON RIGHT, TURN RIGHT INTO FARMYARD AND GO WEST FOR 0.05
 ML1153'MILE TO A GATE INTO FEEDING LOT JUST WEST OF HOUSE, TURN LEFT
 ML1153'THROUGH GATE AND GO SOUTH FOR 0.1 MILE TO A FENCE CORNER
 ML1153'ON RIGHT, TURN RIGHT AND GO WEST UP RAVINE FOR 0.35 MILE TO
 ML1153'TOP OF RIDGE, FROM THIS POINT GO NORTHWEST ALONG TOP OF
 ML1153'RIDGE FOR 0.25 MILE TO HIGHEST POINT AND STATION AS
 ML1153'DESCRIBED.
 ML1153'
 ML1153'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1163 ***********************************************************************
 ML1163  DESIGNATION -  S 11 31
 ML1163  PID         -  ML1163
 ML1163  STATE/COUNTY-  NE/CUSTER
 ML1163  USGS QUAD   -  EDDYVILLE NW (1974)
 ML1163
 ML1163                         *CURRENT SURVEY CONTROL
 ML1163  ___________________________________________________________________
 ML1163* NAD 83(1995)-  41 12 17.80124(N)    099 41 41.69433(W)     ADJUSTED  
 ML1163* NAVD 88     -       791.     (meters)    2595.     (feet)  SCALED    
 ML1163  ___________________________________________________________________
 ML1163  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 ML1163  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 ML1163
 ML1163  HORZ ORDER  -  THIRD
 ML1163
 ML1163.The horizontal coordinates were established by classical geodetic methods
 ML1163.and adjusted by the National Geodetic Survey in August 1997..
 ML1163
 ML1163.The orthometric height was scaled from a topographic map.
 ML1163
 ML1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1163
 ML1163.The geoid height was determined by GEOID03.
 ML1163
 ML1163;                    North         East     Units Scale Factor Converg.
 ML1163;SPC NE       -   152,329.176   525,580.264   MT  0.99967231   +0 12 07.8
 ML1163;UTM  14      - 4,561,741.040   441,737.790   MT  0.99964178   -0 27 28.0
 ML1163
 ML1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1163!SPC NE       -   0.99987951  x   0.99967231  =   0.99955186
 ML1163!UTM  14      -   0.99987951  x   0.99964178  =   0.99952133
 ML1163
 ML1163:                Primary Azimuth Mark                     Grid Az
 ML1163:SPC NE       -  S 11 31 AZ MK                            006 21 39.2
 ML1163:UTM  14      -  S 11 31 AZ MK                            007 01 15.0
 ML1163
 ML1163|---------------------------------------------------------------------|
 ML1163| PID    Reference Object                     Distance      Geod. Az  |
 ML1163|                                                           dddmmss.s |
 ML1163| CN9651 S 11 31 AZ MK                                      0063347.0 |
 ML1163| CN9652 S 11 31 RM 1                         13.803 METERS 00804     |
 ML1163| CN9653 S 11 31 RM 2                         15.733 METERS 09002     |
 ML1163|---------------------------------------------------------------------|
 ML1163
 ML1163                          SUPERSEDED SURVEY CONTROL
 ML1163
 ML1163  NAD 83(1986)-  41 12 17.80835(N)    099 41 41.69947(W) AD(       ) 3
 ML1163  NAD 27      -  41 12 17.77800(N)    099 41 40.29200(W) AD(       ) 3
 ML1163
 ML1163.Superseded values are not recommended for survey control.
 ML1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1163.See file dsdata.txt to determine how the superseded data were derived.
 ML1163
 ML1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML4173861741(NAD 83)
 ML1163_MARKER: DB = BENCH MARK DISK
 ML1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1163
 ML1163  HISTORY     - Date     Condition        Report By
 ML1163  HISTORY     - 1951     MONUMENTED       BOR
 ML1163
 ML1163                          STATION DESCRIPTION
 ML1163
 ML1163'DESCRIBED BY US BUREAU OF RECLAMATION 1951 (RLE)
 ML1163'THE STATION IS LOCATED IN THE SOUTH EDGE OF A PASTURE, ABOUT
 ML1163'6 MILES NORTHEAST OF OCONTO AND 1.5 MILES NORTH OF THE SOUTH
 ML1163'LOUP RIVER.  IT IS 23 FEET WEST OF THE WEST END OF A WIRE GATE
 ML1163'AND 2 FEET NORTH OF AN EAST-WEST FENCE LINE.
 ML1163'
 ML1163'A U.S. BUREAU OF RECLAMATION MARK WAS USED FOR THE STATION.
 ML1163'IT IS A STANDARD BUREAU OF RECLAMATION BENCH MARK DISK SET
 ML1163'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST.  IT IS STAMPED
 ML1163'S-11-31 AND PROJECTS 3 INCHES.
 ML1163'
 ML1163'REFERENCE MARK NO. 1 IS 47 FEET NORTH OF AN EAST-WEST FENCE
 ML1163'LINE AND IS 3 FEET LOWER IN ELEVATION THAN THE STATION.  IT
 ML1163'IS STAMPED S 11 31 NO 1 1951 AND IS SET FLUSH.
 ML1163'
 ML1163'REFERENCE MARK NO. 2 IS JUST NORTH OF AN EAST-WEST FENCE LINE,
 ML1163'13 FEET EAST OF THE EAST END OF A WIRE GATE AND IS 3 FEET
 ML1163'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED S 11 31
 ML1163'NO 2 1951 AND PROJECTS 6 INCHES.
 ML1163'
 ML1163'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 ML1163'NO. 2 IS 63.7 FEET.
 ML1163'
 ML1163'THE AZIMUTH MARK IS LOCATED 29 FEET SOUTH OF THE CENTER OF
 ML1163'AN EAST-WEST DIRT ROAD, 1 FOOT EAST OF A WITNESS POST AND
 ML1163'JUST SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED S 11 31
 ML1163'1951 AND PROJECTS 4 INCHES.
 ML1163'
 ML1163'TO REACH THE STATION FROM THE POST OFFICE IN OCONTO, GO NORTH
 ML1163'TO THE FIRST CROSS STREET, TURN RIGHT AND GO EAST 0.2 MILE
 ML1163'TO STATE HIGHWAY 21.  TURN LEFT AND GO NORTH AND NORTHEAST
 ML1163'ON STATE HIGHWAY 21 FOR 4.8 MILES TO A BRIDGE ACROSS THE
 ML1163'SOUTH LOUP RIVER, CROSS THE BRIDGE AND CONTINUE NORTHERLY
 ML1163'FOR 1.4 MILES TO A T ROAD RIGHT.  TURN RIGHT AND GO EAST
 ML1163'ON A DIRT ROAD FOR 0.15 MILE TO BUFFORD TYSONS HOME ON THE
 ML1163'RIGHT, TURN RIGHT AND GO SOUTH FOR ABOUT 100 YARDS TO A BARN.
 ML1163'PASS THROUGH A GATE AT THE NORTHWEST CORNER OF THE BARN AND
 ML1163'GO NORTH ABOUT 100 YARDS TO A GATE JUST WEST OF A WINDMILL,
 ML1163'PASS THROUGH THE GATE AND TURN SOUTH ACROSS DRAW AND GO
 ML1163'SOUTH ACROSS PASTURE FOR 0.5 MILE TO THE TOP OF THE HILL AND
 ML1163'THE STATION AS DESCRIBED.
 ML1163'
 ML1163'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY TO BUFFORD TYSONS
 ML1163'HOUSE, GO EAST ON A DIRT ROAD FOR 0.05 MILE TO THE AZIMUTH
 ML1163'MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0713 ***********************************************************************
 ML0713  DESIGNATION -  S 116
 ML0713  PID         -  ML0713
 ML0713  STATE/COUNTY-  NE/SHERMAN
 ML0713  USGS QUAD   -  LOUP CITY (1978)
 ML0713
 ML0713                         *CURRENT SURVEY CONTROL
 ML0713  ___________________________________________________________________
 ML0713* NAD 83(1986)-  41 16 45.     (N)    098 59 57.     (W)     SCALED    
 ML0713* NAVD 88     -       631.575  (meters)    2072.09   (feet)  ADJUSTED  
 ML0713  ___________________________________________________________________
 ML0713  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 ML0713  DYNAMIC HT  -         631.250 (meters)    2071.03  (feet)  COMP
 ML0713  MODELED GRAV-     980,088.8   (mgal)                       NAVD 88
 ML0713
 ML0713  VERT ORDER  -  SECOND    CLASS 0
 ML0713
 ML0713.The horizontal coordinates were scaled from a topographic map and have
 ML0713.an estimated accuracy of +/- 6 seconds.
 ML0713
 ML0713.The orthometric height was determined by differential leveling
 ML0713.and adjusted by the National Geodetic Survey in June 1991..
 ML0713
 ML0713.The geoid height was determined by GEOID03.
 ML0713
 ML0713.The dynamic height is computed by dividing the NAVD 88
 ML0713.geopotential number by the normal gravity value computed on the
 ML0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0713.degrees latitude (g = 980.6199 gals.).
 ML0713
 ML0713.The modeled gravity was interpolated from observed gravity values.
 ML0713
 ML0713;                    North         East    Units  Estimated Accuracy
 ML0713;SPC NE       -   161,010.      583,820.      MT  (+/- 180 meters Scaled)
 ML0713
 ML0713                          SUPERSEDED SURVEY CONTROL
 ML0713
 ML0713  NGVD 29 (??/??/92)  631.329  (m)         2071.29   (f) ADJ UNCH    2 0
 ML0713
 ML0713.Superseded values are not recommended for survey control.
 ML0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0713.See file dsdata.txt to determine how the superseded data were derived.
 ML0713
 ML0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL000697(NAD 83)
 ML0713_MARKER: DB = BENCH MARK DISK
 ML0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0713_STAMPING: S 116 1934
 ML0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0713+STABILITY: SURFACE MOTION
 ML0713
 ML0713  HISTORY     - Date     Condition        Report By
 ML0713  HISTORY     - 1934     MONUMENTED       CGS
 ML0713  HISTORY     - 1949     GOOD             NGS
 ML0713
 ML0713                          STATION DESCRIPTION
 ML0713
 ML0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 ML0713'1.8 MI W FROM LOUP CITY.
 ML0713'1.8 MILES WEST ALONG STATE HIGHWAY 92 FROM THE COUNTY COURTHOUSE
 ML0713'AT LOUP CITY, SHERMAN COUNTY, 100 FEET WEST OF A BRIDGE OVER
 ML0713'MIDDLE LOUP RIVER, 30 FEET NORTH OF THE CENTERLINE OF THE
 ML0713'HIGHWAY, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 ML0713'DISK, STAMPED S 116 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0085 ***********************************************************************
 ML0085  DESIGNATION -  S 118
 ML0085  PID         -  ML0085
 ML0085  STATE/COUNTY-  NE/GREELEY
 ML0085  USGS QUAD   -  SPALDING (1985)
 ML0085
 ML0085                         *CURRENT SURVEY CONTROL
 ML0085  ___________________________________________________________________
 ML0085* NAD 83(1986)-  41 41 03.     (N)    098 21 50.     (W)     SCALED    
 ML0085* NAVD 88     -       573.981  (meters)    1883.14   (feet)  ADJUSTED  
 ML0085  ___________________________________________________________________
 ML0085  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 ML0085  DYNAMIC HT  -         573.707 (meters)    1882.24  (feet)  COMP
 ML0085  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 ML0085
 ML0085  VERT ORDER  -  SECOND    CLASS 0
 ML0085
 ML0085.The horizontal coordinates were scaled from a topographic map and have
 ML0085.an estimated accuracy of +/- 6 seconds.
 ML0085
 ML0085.The orthometric height was determined by differential leveling
 ML0085.and adjusted by the National Geodetic Survey in June 1991..
 ML0085
 ML0085.The geoid height was determined by GEOID03.
 ML0085
 ML0085.The dynamic height is computed by dividing the NAVD 88
 ML0085.geopotential number by the normal gravity value computed on the
 ML0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0085.degrees latitude (g = 980.6199 gals.).
 ML0085
 ML0085.The modeled gravity was interpolated from observed gravity values.
 ML0085
 ML0085;                    North         East    Units  Estimated Accuracy
 ML0085;SPC NE       -   206,780.      636,170.      MT  (+/- 180 meters Scaled)
 ML0085
 ML0085                          SUPERSEDED SURVEY CONTROL
 ML0085
 ML0085  NGVD 29 (??/??/92)  573.740  (m)         1882.35   (f) ADJ UNCH    2 0
 ML0085
 ML0085.Superseded values are not recommended for survey control.
 ML0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0085.See file dsdata.txt to determine how the superseded data were derived.
 ML0085
 ML0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM529149(NAD 83)
 ML0085_MARKER: DB = BENCH MARK DISK
 ML0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ML0085_SP_SET: CONCRETE BASE
 ML0085_STAMPING: S 118 1935
 ML0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML0085
 ML0085  HISTORY     - Date     Condition        Report By
 ML0085  HISTORY     - 1935     MONUMENTED       CGS
 ML0085  HISTORY     - 1950     GOOD             NGS
 ML0085
 ML0085                          STATION DESCRIPTION
 ML0085
 ML0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0085'AT SPALDING.
 ML0085'AT SPALDING, 250 FEET WEST OF THE SOUTHWEST CORNER OF THE UNION
 ML0085'PACIFIC RAILROAD STATION, 13 FEET SOUTH OF THE SOUTH RAIL OF THE
 ML0085'RAILROAD, 119 FEET WEST OF A WATER SPROUT, 94 FEET SOUTHEAST OF
 ML0085'THE MOST EASTERLY ONE OF TWO SETS OF GASOLINE PIPES, 1 FOOT
 ML0085'ABOVE THE GROUND, SET IN THE TOP OF THE NORTHEAST CORNER OF THE
 ML0085'NORTHEAST CONCRETE BASE OF AN OLD WINDMILL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0036 ***********************************************************************
 LJ0036  DESIGNATION -  S 119 RESET
 LJ0036  PID         -  LJ0036
 LJ0036  STATE/COUNTY-  NE/DAWSON
 LJ0036  USGS QUAD   -  GOTHENBURG (1983)
 LJ0036
 LJ0036                         *CURRENT SURVEY CONTROL
 LJ0036  ___________________________________________________________________
 LJ0036* NAD 83(1986)-  40 57 32.     (N)    100 10 02.     (W)     SCALED    
 LJ0036* NAVD 88     -       796.75   (meters)    2614.0    (feet)  RESET     
 LJ0036  ___________________________________________________________________
 LJ0036  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 LJ0036
 LJ0036  VERT ORDER  -  THIRD
 LJ0036
 LJ0036.The horizontal coordinates were scaled from a topographic map and have
 LJ0036.an estimated accuracy of +/- 6 seconds.
 LJ0036
 LJ0036.The orthometric height was computed from unverified reset data.
 LJ0036
 LJ0036.The geoid height was determined by GEOID03.
 LJ0036
 LJ0036;                    North         East    Units  Estimated Accuracy
 LJ0036;SPC NE       -   124,980.      485,930.      MT  (+/- 180 meters Scaled)
 LJ0036
 LJ0036                          SUPERSEDED SURVEY CONTROL
 LJ0036
 LJ0036  NGVD 29 (??/??/??)  796.46   (m)         2613.1    (f) RESET       3  
 LJ0036
 LJ0036.Superseded values are not recommended for survey control.
 LJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0036.See file dsdata.txt to determine how the superseded data were derived.
 LJ0036
 LJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML017348(NAD 83)
 LJ0036_MARKER: DB = BENCH MARK DISK
 LJ0036_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LJ0036_SP_SET: METAL PIPE IN CONCRETE
 LJ0036_STAMPING: S 119 RESET 1962
 LJ0036_MARK LOGO: NEDR  
 LJ0036_MAGNETIC: P = MARKER IS A STEEL PIPE
 LJ0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0036
 LJ0036  HISTORY     - Date     Condition        Report By
 LJ0036  HISTORY     - 1962     MONUMENTED       NEDR
 LJ0036  HISTORY     - 19910830 GOOD             NEDR
 LJ0036
 LJ0036                          STATION DESCRIPTION
 LJ0036
 LJ0036'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1962
 LJ0036'2.2 MI N FROM GOTHENBURG.
 LJ0036'2.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE POST OFFICE AT
 LJ0036'GOTHENBURG, AT A ROAD CROSSING, 38 FEET SOUTH OF THE CENTERLINE
 LJ0036'OF THE ROAD, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LJ0036'AND 8 FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER DIRECTLY WEST,
 LJ0036'11 FEET FROM END OF ROADWAY CULVERT PIPE UNDER HIGHWAY, AND SET
 LJ0036'IN THE TOP OF AN 8 INCH PIPE, WHICH IS SET IN CONCRETE, AND
 LJ0036'GUARDED BY THREE STEEL FENCE POSTS.
 LJ0036
 LJ0036                          STATION RECOVERY (1991)
 LJ0036
 LJ0036'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1991
 LJ0036'RECOVERED IN GOOD CONDITION, HOWEVER ROAD CONSTRUCTION CAUSED THE
 LJ0036'MARK TO BE REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0545 ***********************************************************************
 LJ0545  DESIGNATION -  S 119 RESET
 LJ0545  PID         -  LJ0545
 LJ0545  STATE/COUNTY-  NE/DAWSON
 LJ0545  USGS QUAD   -  GOTHENBURG (1983)
 LJ0545
 LJ0545                         *CURRENT SURVEY CONTROL
 LJ0545  ___________________________________________________________________
 LJ0545* NAD 83(1986)-  40 57 32.     (N)    100 10 02.     (W)     SCALED    
 LJ0545* NAVD 88     -       796.92   (+/-2cm)    2614.6    (feet)  VERTCON   
 LJ0545  ___________________________________________________________________
 LJ0545  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 LJ0545
 LJ0545  VERT ORDER  -  THIRD (See Below)
 LJ0545
 LJ0545.The horizontal coordinates were scaled from a topographic map and have
 LJ0545.an estimated accuracy of +/- 6 seconds.
 LJ0545
 LJ0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0545.The vertical order pertains to the NGVD 29 superseded value.
 LJ0545
 LJ0545.The geoid height was determined by GEOID03.
 LJ0545
 LJ0545;                    North         East    Units  Estimated Accuracy
 LJ0545;SPC NE       -   124,980.      485,930.      MT  (+/- 180 meters Scaled)
 LJ0545
 LJ0545                          SUPERSEDED SURVEY CONTROL
 LJ0545
 LJ0545  NGVD 29 (08/02/06)  796.62   (m)         2613.6    (f) RESET       3  
 LJ0545
 LJ0545.Superseded values are not recommended for survey control.
 LJ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0545.See file dsdata.txt to determine how the superseded data were derived.
 LJ0545
 LJ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML017348(NAD 83)
 LJ0545_MARKER: DV = VERTICAL CONTROL DISK
 LJ0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0545_SP_SET: CONCRETE POST
 LJ0545_STAMPING: S 119 RESET 1991
 LJ0545_MARK LOGO: NGS   
 LJ0545_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LJ0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0545+STABILITY: SURFACE MOTION
 LJ0545
 LJ0545  HISTORY     - Date     Condition        Report By
 LJ0545  HISTORY     - 1991     MONUMENTED       NEDR
 LJ0545
 LJ0545                          STATION DESCRIPTION
 LJ0545
 LJ0545'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991
 LJ0545'1 MI (1.6 KM) NORTH OF THE CITY LIMITS OF GOTHENBURG, AT A CROSSROAD,
 LJ0545'ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 47 AT MILEPOST 65.2 AND
 LJ0545'NEAR THE NORTHWEST CORNER OF SEC3, T11N, R25W, FROM THE POST OFFICE
 LJ0545'AT GOTHENBURG, GO NORTH ON STATE HIGHWAY 47 FOR 2.2 MI (3.5 KM) TO
 LJ0545'THE MARK ON THE RIGHT, SET INTO THE TOP OF A CONCRETE MONUMENT THAT
 LJ0545'PROJECTS 0.5 FT (0.2 M) ABOVE THE GROUND SURFACE.  IT IS 59.0 FT
 LJ0545'(18.0 M) EAST FROM THE CENTERLINE OF THE HIGHWAY, 160 FT (48.8 M)
 LJ0545'SOUTHWEST FROM A UTILITY POLE, 121 FT (36.9 M) NORTHWEST FROM A
 LJ0545'UTILITY POLE AND 116 FT (35.4 M) SOUTH-SOUTHEAST FROM A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0027 ***********************************************************************
 LG0027  DESIGNATION -  S 12
 LG0027  PID         -  LG0027
 LG0027  STATE/COUNTY-  NE/OTOE
 LG0027  USGS QUAD   -  UNADILLA (1966)
 LG0027
 LG0027                         *CURRENT SURVEY CONTROL
 LG0027  ___________________________________________________________________
 LG0027* NAD 83(1986)-  40 41 33.     (N)    096 19 54.     (W)     SCALED    
 LG0027* NAVD 88     -       335.478  (meters)    1100.65   (feet)  ADJUSTED  
 LG0027  ___________________________________________________________________
 LG0027  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 LG0027  DYNAMIC HT  -         335.324 (meters)    1100.14  (feet)  COMP
 LG0027  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 LG0027
 LG0027  VERT ORDER  -  FIRST     CLASS II
 LG0027
 LG0027.The horizontal coordinates were scaled from a topographic map and have
 LG0027.an estimated accuracy of +/- 6 seconds.
 LG0027
 LG0027.The orthometric height was determined by differential leveling
 LG0027.and adjusted by the National Geodetic Survey in June 1991..
 LG0027.WARNING-Repeat measurements at this control monument indicate possible
 LG0027.vertical movement.
 LG0027
 LG0027.The geoid height was determined by GEOID03.
 LG0027
 LG0027.The dynamic height is computed by dividing the NAVD 88
 LG0027.geopotential number by the normal gravity value computed on the
 LG0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0027.degrees latitude (g = 980.6199 gals.).
 LG0027
 LG0027.The modeled gravity was interpolated from observed gravity values.
 LG0027
 LG0027;                    North         East    Units  Estimated Accuracy
 LG0027;SPC NE       -   101,970.      809,900.      MT  (+/- 180 meters Scaled)
 LG0027
 LG0027                          SUPERSEDED SURVEY CONTROL
 LG0027
 LG0027  NGVD 29 (??/??/92)  335.377  (m)         1100.32   (f) ADJ UNCH    1 2
 LG0027
 LG0027.Superseded values are not recommended for survey control.
 LG0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0027.See file dsdata.txt to determine how the superseded data were derived.
 LG0027
 LG0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL254080(NAD 83)
 LG0027_MARKER: DB = BENCH MARK DISK
 LG0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0027_STAMPING: 1099.745 S 12 1933
 LG0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0027+STABILITY: SURFACE MOTION
 LG0027
 LG0027  HISTORY     - Date     Condition        Report By
 LG0027  HISTORY     - 1933     MONUMENTED       CGS
 LG0027  HISTORY     - 1940     GOOD             NGS
 LG0027  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0027
 LG0027                          STATION DESCRIPTION
 LG0027
 LG0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0027'3.1 MI E FROM PALMYRA.
 LG0027'3.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0027'FROM THE STATION AT PALMYRA, OTOE COUNTY, 84 FEET NORTHWEST OF
 LG0027'MILEPOST 36, AT THE CROSSING OF A NORTH-AND-SOUTH ROAD, 65 FEET
 LG0027'NORTHEAST OF THE CENTER OF THE CROSSING, 57 FEET EAST OF THE
 LG0027'CENTERLINE OF THE ROAD, 49 FEET NORTH OF THE CENTERLINE OF THE
 LG0027'TRACK, 22 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF THE
 LG0027'RIGHT-OF-WAY FENCE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS
 LG0027'POST.  A STANDARD DISK, STAMPED 1099.745 S 12 1933 AND SET IN THE
 LG0027'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LG0027
 LG0027                          STATION RECOVERY (1964)
 LG0027
 LG0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0419 ***********************************************************************
 NO0419  CBN         -  This is a Cooperative Base Network Control Station.
 NO0419  DESIGNATION -  S 12
 NO0419  PID         -  NO0419
 NO0419  STATE/COUNTY-  NE/CHERRY
 NO0419  USGS QUAD   -  BROWNLEE (1985)
 NO0419
 NO0419                         *CURRENT SURVEY CONTROL
 NO0419  ___________________________________________________________________
 NO0419* NAD 83(1995)-  42 22 28.97379(N)    100 32 40.98395(W)     ADJUSTED  
 NO0419* NAVD 88     -       918.1    (meters)    3012.     (feet)  GPS OBS   
 NO0419  ___________________________________________________________________
 NO0419  X           -    -863,720.445 (meters)                     COMP
 NO0419  Y           -  -4,640,005.082 (meters)                     COMP
 NO0419  Z           -   4,277,048.181 (meters)                     COMP
 NO0419  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 NO0419  ELLIP HEIGHT-         896.66  (meters)          (09/24/01) GPS OBS
 NO0419  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 NO0419
 NO0419  HORZ ORDER  -  B
 NO0419  ELLP ORDER  -  FOURTH    CLASS I
 NO0419
 NO0419.The horizontal coordinates were established by GPS observations
 NO0419.and adjusted by the National Geodetic Survey in June 1996..
 NO0419
 NO0419.The orthometric height was determined by GPS observations and a
 NO0419.high-resolution geoid model.
 NO0419
 NO0419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NO0419
 NO0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0419
 NO0419.The ellipsoidal height was determined by GPS observations
 NO0419.and is referenced to NAD 83.
 NO0419
 NO0419.The geoid height was determined by GEOID03.
 NO0419
 NO0419;                    North         East     Units Scale Factor Converg.
 NO0419;SPC NE       -   282,310.280   455,145.910   MT  0.99977363   -0 21 39.5
 NO0419;UTM  14      - 4,692,537.362   372,821.996   MT  0.99979901   -1 02 28.5
 NO0419
 NO0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0419!SPC NE       -   0.99985939  x   0.99977363  =   0.99963305
 NO0419!UTM  14      -   0.99985939  x   0.99979901  =   0.99965843
 NO0419
 NO0419|---------------------------------------------------------------------|
 NO0419| PID    Reference Object                     Distance      Geod. Az  |
 NO0419|                                                           dddmmss.s |
 NO0419| CO2225 S 12 RM 1                            28.212 METERS 09925     |
 NO0419| CO2224 S 12 AZ MK                                         1752642.0 |
 NO0419| CO2226 S 12 RM 2                             9.278 METERS 18534     |
 NO0419|---------------------------------------------------------------------|
 NO0419
 NO0419                          SUPERSEDED SURVEY CONTROL
 NO0419
 NO0419  ELLIP H (06/25/96)  896.70   (m)                       GP(       ) 1 1
 NO0419  NAD 83(1986)-  42 22 28.97527(N)    100 32 40.98883(W) AD(       ) 2
 NO0419  NAD 27      -  42 22 28.97800(N)    100 32 39.50000(W) AD(       ) 2
 NO0419  NGVD 29 (07/19/86)  917.84   (m)         3011.3    (f) LEVELING    3  
 NO0419
 NO0419.Superseded values are not recommended for survey control.
 NO0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0419.See file dsdata.txt to determine how the superseded data were derived.
 NO0419
 NO0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM7282292537(NAD 83)
 NO0419_MARKER: DB = BENCH MARK DISK
 NO0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0419_SP_SET: CONCRETE POST
 NO0419_STAMPING: S 12 1947 3011
 NO0419_MARK LOGO: USGS  
 NO0419_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NO0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0419+STABILITY: SURFACE MOTION
 NO0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0419+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1995
 NO0419
 NO0419  HISTORY     - Date     Condition        Report By
 NO0419  HISTORY     - 1947     MONUMENTED       USGS
 NO0419  HISTORY     - 1949     GOOD             USGS
 NO0419  HISTORY     - 19890522 GOOD             NGS
 NO0419  HISTORY     - 19950407 GOOD             NGS
 NO0419
 NO0419                          STATION DESCRIPTION
 NO0419
 NO0419'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NO0419'THE STATION IS LOCATED ABOUT 27.0 MILES NORTH OF THEDFORD AND
 NO0419'ABOUT 5.5 MILES NORTH AND 4 MILES EAST OF BROWNLEE ALONG THE
 NO0419'RIGHT-OF-WAY OF U.S. HIGHWAY NO. 83.  IT IS 46.0 FEET WEST
 NO0419'OF THE CENTER OF U.S. HIGHWAY NO. 83, 7.0 FEET SOUTH OF A WITNESS
 NO0419'POST AND 1.0 FOOT EAST OF A FENCE.  IT IS A STANDARD U.S.G.S.
 NO0419'BENCH MARK DISK SET IN THE TOP OF A SIX INCH SQUARE CONCRETE
 NO0419'POST PROJECTING 10 INCHES ABOVE THE GROUND.  IT IS STAMPED
 NO0419'S-12 1947 3011.
 NO0419'
 NO0419'REFERENCE MARK NO. 1 IS 45.0 FEET NORTH OF A CONCRETE
 NO0419'RIGHT-OF-WAY MARKER, 43.0 FEET EAST OF THE CENTER OF U.S.
 NO0419'HIGHWAY NO. 83 AND 1.5 FEET WEST OF A FENCE.  IT PROJECTS
 NO0419'4 INCHES AND IS STAMPED BM S 12 NO 1 1949.
 NO0419'
 NO0419'REFERENCE MARK NO. 2 IS 46.0 FEET WEST OF THE CENTER OF U.S.
 NO0419'HIGHWAY NO. 83, 16.0 FEET NORTH-NORTHEAST OF A CONCRETE
 NO0419'RIGHT-OF-WAY MARKER AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS
 NO0419'4 INCHES AND IS STAMPED BM S 12 NO 2 1949.
 NO0419'
 NO0419'THE AZIMUTH MARK IS 59.0 FEET WEST OF THE CENTER OF U.S.
 NO0419'HIGHWAY NO. 83, 2.0 FEET NORTH OF A WITNESS POST AND 0.7 OF
 NO0419'A FOOT EAST OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED
 NO0419'BM S 12 1949.
 NO0419'
 NO0419'TO REACH THE STATION FROM THE POST OFFICE IN THEDFORD, GO EAST
 NO0419'ABOUT 100.0 FEET TO A CROSS STREET, TURN LEFT ON MAIN STREET
 NO0419'AND GO 1 BLOCK TO U.S. HIGHWAY NO. 83 AND STATE ROUTE NO. 2,
 NO0419'TURN RIGHT ON U.S. HIGHWAY NO. 83 AND STATE ROUTE NO. 2 AND
 NO0419'GO 1.75 MILES TO WHERE U.S. HIGHWAY NO. 83 TURNS TO THE LEFT,
 NO0419'TURN LEFT ON U.S. HIGHWAY NO. 83 AND GO NORTH FOR 26.1 MILES TO
 NO0419'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON U.S.
 NO0419'HIGHWAY NO. 83 FOR 1.2 MILES TO THE TOP OF THE HILL AND THE STATION
 NO0419'ON THE LEFT AS DESCRIBED.
 NO0419'
 NO0419'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 4 FEET.
 NO0419'
 NO0419'A 4 FOOT SIGNAL AT STATION BROWNLEE IS VISIBLE AT 4 FEET.
 NO0419'
 NO0419'A 100 FOOT SIGNAL AT STATION REFUGE IS VISIBLE AT 4 FEET.
 NO0419'
 NO0419'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NO0419
 NO0419                          STATION RECOVERY (1989)
 NO0419
 NO0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NO0419'THE STATION IS LOCATED ABOUT 43.5 KM (27.05 MI) NORTH OF THEDFORD,
 NO0419'32.2 KM (20.00 MI) NORTH OF THE THOMAS-CHERRY COUNTY LINE, 10.38 KM
 NO0419'(6.45 MI) NORTH OF THE NORTH LOUP RIVER, IN THE WEST RIGHT-OF-WAY OF
 NO0419'U.S. HIGHWAY 83.  OWNERSHIP--NE DEPT OF ROADS.
 NO0419'TO REACH THE STATION FROM THE U.S. POST OFFICE IN THEDFORD, GO NORTH
 NO0419'ON WALNUT STREET FOR 0.05 KM (0.05 MI) TO THE JUNCTION WITH STATE
 NO0419'HIGHWAY 2.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 2 FOR 3.14 KM
 NO0419'(1.95 MI) TO THE JUNCTION WITH U.S. HIGHWAY 83 NORTH ON THE LEFT.
 NO0419'TURN LEFT AND GO NORTH ON U.S. HIGHWAY 83 FOR 11.6 KM (7.20 MI) TO A
 NO0419'GRAVEL ROAD ON THE LEFT AT THE THOMAS-CHERRY COUNTY LINE.  CONTINUE
 NO0419'NORTH FOR 14.2 KM (8.80 MI) TO A CROSSROAD, GRAVEL ON THE LEFT AND
 NO0419'PAVED ON THE RIGHT.  CONTINUE NORTH FOR 7.6 KM (4.70 MI) TO THE CENTER
 NO0419'OF A BRIDGE OVER THE NORTH LOUP RIVER.  CONTINUE NORTH FOR 10.38 KM
 NO0419'(6.45 MI) TO THE STATION ON THE LEFT.
 NO0419'THE STATION MARK IS SET 14.2 M (46.6 FT) NORTH OF A CONCRETE
 NO0419'RIGHT-OF-POST, 14.0 M (45.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 NO0419'6.8 M (22.3 FT) NORTH-NORTHEAST OF A TELEPHONE POLE AND 0.35 M
 NO0419'(1.1 FT) EAST OF A WITNESS POST AND FENCE.
 NO0419'DESCRIBED BY E.A.RICE.
 NO0419
 NO0419                          STATION RECOVERY (1995)
 NO0419
 NO0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NO0419'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 2 WITH U.S.
 NO0419'HIGHWAY 83, ABOUT 3.2 KM (2.00 MI) EAST FROM THEDFORD, GO NORTH ON
 NO0419'HIGHWAY 83 FOR 12.0 KM (7.45 MI) TO THE THOMAS/CHERRY COUNTY LINE.
 NO0419'CONTINUE NORTH ON THE HIGHWAY FOR 22.6 KM (14.05 MI) TO THE NORTH LOUP
 NO0419'RIVER.  CONTINUE NORTH FOR 10.90 KM (6.75 MI) TO THE STATION ON THE
 NO0419'LEFT, ON THE WEST RIGHT-OF-WAY OF THE HIGHWAY, IN THE NE 1/4, SEC26,
 NO0419'T28N, R28W.  THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE
 NO0419'MONUMENT THAT IS 14.2 M (46.6 FT) NORTH OF A CONCRETE RIGHT-OF-WAY
 NO0419'MARKER POST, 14.0 M (45.9 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 NO0419'6.8 M (22.3 FT) NORTH-NORTHEAST FROM A UTILITY POLE AND 0.35 M (1.15
 NO0419'FT) EAST FROM A WITNESS POST AND THE WEST RIGHT-OF-WAY FENCE.  A
 NO0419'LENGTH OF REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0045 ***********************************************************************
 MM0045  DESIGNATION -  S 120
 MM0045  PID         -  MM0045
 MM0045  STATE/COUNTY-  NE/CUSTER
 MM0045  USGS QUAD   -  ARNOLD (1972)
 MM0045
 MM0045                         *CURRENT SURVEY CONTROL
 MM0045  ___________________________________________________________________
 MM0045* NAD 83(1986)-  41 25 21.     (N)    100 11 33.     (W)     SCALED    
 MM0045* NAVD 88     -       823.432  (meters)    2701.54   (feet)  ADJUSTED  
 MM0045  ___________________________________________________________________
 MM0045  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 MM0045  DYNAMIC HT  -         822.997 (meters)    2700.12  (feet)  COMP
 MM0045  MODELED GRAV-     980,067.0   (mgal)                       NAVD 88
 MM0045
 MM0045  VERT ORDER  -  SECOND    CLASS 0
 MM0045
 MM0045.The horizontal coordinates were scaled from a topographic map and have
 MM0045.an estimated accuracy of +/- 6 seconds.
 MM0045
 MM0045.The orthometric height was determined by differential leveling
 MM0045.and adjusted by the National Geodetic Survey in June 1991..
 MM0045.WARNING-Repeat measurements at this control monument indicate possible
 MM0045.vertical movement.
 MM0045
 MM0045.The geoid height was determined by GEOID03.
 MM0045
 MM0045.The dynamic height is computed by dividing the NAVD 88
 MM0045.geopotential number by the normal gravity value computed on the
 MM0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0045.degrees latitude (g = 980.6199 gals.).
 MM0045
 MM0045.The modeled gravity was interpolated from observed gravity values.
 MM0045
 MM0045;                    North         East    Units  Estimated Accuracy
 MM0045;SPC NE       -   176,460.      483,910.      MT  (+/- 180 meters Scaled)
 MM0045
 MM0045                          SUPERSEDED SURVEY CONTROL
 MM0045
 MM0045  NGVD 29 (??/??/92)  823.185  (m)         2700.73   (f) ADJ UNCH    2 0
 MM0045
 MM0045.Superseded values are not recommended for survey control.
 MM0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0045.See file dsdata.txt to determine how the superseded data were derived.
 MM0045
 MM0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML003863(NAD 83)
 MM0045_MARKER: DB = BENCH MARK DISK
 MM0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0045_STAMPING: S 120 1934
 MM0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0045+STABILITY: SURFACE MOTION
 MM0045
 MM0045  HISTORY     - Date     Condition        Report By
 MM0045  HISTORY     - 1934     MONUMENTED       CGS
 MM0045  HISTORY     - 1950     GOOD             NGS
 MM0045  HISTORY     - 1972     MARK NOT FOUND   USGS
 MM0045
 MM0045                          STATION DESCRIPTION
 MM0045
 MM0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MM0045'AT ARNOLD.
 MM0045'AT ARNOLD, 198 FEET WEST OF THE NORTHWEST CORNER OF THE UNION
 MM0045'PACIFIC RAILWAY STATION, 24 FEET SOUTH OF THE CENTER LINE OF
 MM0045'U.S. HIGHWAY NO. 83 AND NEBRASKA STATE HIGHWAY NO. 92, 24
 MM0045'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 3.0 FEET WEST OF
 MM0045'A LIGHT POST, 1.1 FEET NORTH OF A REFERENCE POST, AND SET IN THE
 MM0045'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 MM0045'NOTE-- RR, LIGHT POLE, AND WITNESS POST ARE GONE.
 MM0045
 MM0045                          STATION RECOVERY (1972)
 MM0045
 MM0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MM0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0223 ***********************************************************************
 NN0223  DESIGNATION -  S 121
 NN0223  PID         -  NN0223
 NN0223  STATE/COUNTY-  NE/HOLT
 NN0223  USGS QUAD   -  CHAMBERS EAST (1986)
 NN0223
 NN0223                         *CURRENT SURVEY CONTROL
 NN0223  ___________________________________________________________________
 NN0223* NAD 83(1986)-  42 10 32.     (N)    098 39 02.     (W)     SCALED    
 NN0223* NAVD 88     -       626.656  (meters)    2055.95   (feet)  ADJUSTED  
 NN0223  ___________________________________________________________________
 NN0223  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 NN0223  DYNAMIC HT  -         626.398 (meters)    2055.11  (feet)  COMP
 NN0223  MODELED GRAV-     980,188.9   (mgal)                       NAVD 88
 NN0223
 NN0223  VERT ORDER  -  SECOND    CLASS 0
 NN0223
 NN0223.The horizontal coordinates were scaled from a topographic map and have
 NN0223.an estimated accuracy of +/- 6 seconds.
 NN0223
 NN0223.The orthometric height was determined by differential leveling
 NN0223.and adjusted by the National Geodetic Survey in June 1991..
 NN0223
 NN0223.The geoid height was determined by GEOID03.
 NN0223
 NN0223.The dynamic height is computed by dividing the NAVD 88
 NN0223.geopotential number by the normal gravity value computed on the
 NN0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0223.degrees latitude (g = 980.6199 gals.).
 NN0223
 NN0223.The modeled gravity was interpolated from observed gravity values.
 NN0223
 NN0223;                    North         East    Units  Estimated Accuracy
 NN0223;SPC NE       -   260,920.      611,460.      MT  (+/- 180 meters Scaled)
 NN0223
 NN0223                          SUPERSEDED SURVEY CONTROL
 NN0223
 NN0223  NGVD 29 (??/??/92)  626.435  (m)         2055.23   (f) ADJ UNCH    2 0
 NN0223
 NN0223.Superseded values are not recommended for survey control.
 NN0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0223.See file dsdata.txt to determine how the superseded data were derived.
 NN0223
 NN0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM288693(NAD 83)
 NN0223_MARKER: DB = BENCH MARK DISK
 NN0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0223_STAMPING: S-121 1935
 NN0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0223+STABILITY: SURFACE MOTION
 NN0223
 NN0223  HISTORY     - Date     Condition        Report By
 NN0223  HISTORY     - 1935     MONUMENTED       CGS
 NN0223  HISTORY     - 1938     GOOD             NGS
 NN0223
 NN0223                          STATION DESCRIPTION
 NN0223
 NN0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NN0223'18.6 MI S FROM O NEILL.
 NN0223'18.6 MILES SOUTH OF THE COURTHOUSE AT O NEILL, ALONG U.S. HIGHWAY
 NN0223'NO. 281 BETWEEN O NEILL AND BARTLETT, IN LINE WITH A ROW OF
 NN0223'TREES ON THE EAST SIDE OF THE HIGHWAY, 39 FEET SOUTH OF THE
 NN0223'CENTER OF A CROSS ROAD, 39 FEET EAST OF THE CENTER OF THE
 NN0223'HIGHWAY, 21 FEET SOUTH OF A CORNER POST.  A STANDARD DISK SET
 NN0223'HORIZONTAL IN A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0224 ***********************************************************************
 NN0224  DESIGNATION -  S 121 RESET
 NN0224  PID         -  NN0224
 NN0224  STATE/COUNTY-  NE/HOLT
 NN0224  USGS QUAD   -  CHAMBERS EAST (1986)
 NN0224
 NN0224                         *CURRENT SURVEY CONTROL
 NN0224  ___________________________________________________________________
 NN0224* NAD 83(1986)-  42 10 32.     (N)    098 39 02.     (W)     SCALED    
 NN0224* NAVD 88     -       626.06   (meters)    2054.0    (feet)  RESET     
 NN0224  ___________________________________________________________________
 NN0224  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 NN0224
 NN0224  VERT ORDER  -  THIRD
 NN0224
 NN0224.The horizontal coordinates were scaled from a topographic map and have
 NN0224.an estimated accuracy of +/- 6 seconds.
 NN0224
 NN0224.The orthometric height was computed from unverified reset data.
 NN0224
 NN0224.The geoid height was determined by GEOID03.
 NN0224
 NN0224;                    North         East    Units  Estimated Accuracy
 NN0224;SPC NE       -   260,920.      611,460.      MT  (+/- 180 meters Scaled)
 NN0224
 NN0224                          SUPERSEDED SURVEY CONTROL
 NN0224
 NN0224  NGVD 29 (??/??/??)  625.84   (m)         2053.3    (f) RESET       3  
 NN0224
 NN0224.Superseded values are not recommended for survey control.
 NN0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0224.See file dsdata.txt to determine how the superseded data were derived.
 NN0224
 NN0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM288693(NAD 83)
 NN0224_MARKER: DB = BENCH MARK DISK
 NN0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0224_STAMPING: S 121 RESET 1958
 NN0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0224+STABILITY: SURFACE MOTION
 NN0224
 NN0224  HISTORY     - Date     Condition        Report By
 NN0224  HISTORY     - 1959     MONUMENTED       NEDR
 NN0224
 NN0224                          STATION DESCRIPTION
 NN0224
 NN0224'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1959
 NN0224'19.7 MI S FROM O NEILL.
 NN0224'THE MARK IS LOCATED 19.7 MILES SOUTH ALONG U.S. HIGHWAY 281
 NN0224'FROM THE COURTHOUSE AT O NEILL, AT A ROAD INTERSECTION, 150 FEET
 NN0224'EAST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTH OF THE
 NN0224'CENTERLINE OF A COUNTY ROAD, IN A FENCE LINE NEAR A FENCE
 NN0224'CORNER, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0574 ***********************************************************************
 LH0574  DESIGNATION -  S 122
 LH0574  PID         -  LH0574
 LH0574  STATE/COUNTY-  NE/BUFFALO
 LH0574  USGS QUAD   -  PLEASANTON (1962)
 LH0574
 LH0574                         *CURRENT SURVEY CONTROL
 LH0574  ___________________________________________________________________
 LH0574* NAD 83(1986)-  40 55 38.     (N)    099 05 01.     (W)     SCALED    
 LH0574* NAVD 88     -       659.793  (meters)    2164.67   (feet)  ADJUSTED  
 LH0574  ___________________________________________________________________
 LH0574  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 LH0574  DYNAMIC HT  -         659.436 (meters)    2163.50  (feet)  COMP
 LH0574  MODELED GRAV-     980,060.6   (mgal)                       NAVD 88
 LH0574
 LH0574  VERT ORDER  -  SECOND    CLASS 0
 LH0574
 LH0574.The horizontal coordinates were scaled from a topographic map and have
 LH0574.an estimated accuracy of +/- 6 seconds.
 LH0574
 LH0574.The orthometric height was determined by differential leveling
 LH0574.and adjusted by the National Geodetic Survey in June 1991..
 LH0574
 LH0574.The geoid height was determined by GEOID03.
 LH0574
 LH0574.The dynamic height is computed by dividing the NAVD 88
 LH0574.geopotential number by the normal gravity value computed on the
 LH0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0574.degrees latitude (g = 980.6199 gals.).
 LH0574
 LH0574.The modeled gravity was interpolated from observed gravity values.
 LH0574
 LH0574;                    North         East    Units  Estimated Accuracy
 LH0574;SPC NE       -   121,860.      577,160.      MT  (+/- 180 meters Scaled)
 LH0574
 LH0574                          SUPERSEDED SURVEY CONTROL
 LH0574
 LH0574  NGVD 29 (??/??/92)  659.550  (m)         2163.87   (f) ADJ UNCH    2 0
 LH0574
 LH0574.Superseded values are not recommended for survey control.
 LH0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0574.See file dsdata.txt to determine how the superseded data were derived.
 LH0574
 LH0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML929306(NAD 83)
 LH0574_MARKER: DB = BENCH MARK DISK
 LH0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0574_STAMPING: S 122 1935
 LH0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0574+STABILITY: SURFACE MOTION
 LH0574
 LH0574  HISTORY     - Date     Condition        Report By
 LH0574  HISTORY     - 1935     MONUMENTED       CGS
 LH0574  HISTORY     - 1961     MARK NOT FOUND   NGS
 LH0574
 LH0574                          STATION DESCRIPTION
 LH0574
 LH0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LH0574'2.7 MI S FROM PLEASANTON.
 LH0574'2.7 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 LH0574'AT PLEASANTON, BUFFALO COUNTY, 0.3 MILE SOUTH OF A ROAD
 LH0574'INTERSECTION, 300 FEET NORTHEAST OF A ONE-STORY SQUARE FARMHOUSE,
 LH0574'30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET
 LH0574'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 LH0574'S 122 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LH0574
 LH0574                          STATION RECOVERY (1961)
 LH0574
 LH0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LH0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1215 ***********************************************************************
 ML1215  DESIGNATION -  S 125 RESET
 ML1215  PID         -  ML1215
 ML1215  STATE/COUNTY-  NE/VALLEY
 ML1215  USGS QUAD   -  ORD (1985)
 ML1215
 ML1215                         *CURRENT SURVEY CONTROL
 ML1215  ___________________________________________________________________
 ML1215* NAD 83(1986)-  41 35 31.     (N)    098 54 20.     (W)     SCALED    
 ML1215* NAVD 88     -       618.90   (meters)    2030.5    (feet)  RESET     
 ML1215  ___________________________________________________________________
 ML1215  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 ML1215
 ML1215  VERT ORDER  -  THIRD
 ML1215
 ML1215.The horizontal coordinates were scaled from a topographic map and have
 ML1215.an estimated accuracy of +/- 6 seconds.
 ML1215
 ML1215.The orthometric height was computed from unverified reset data.
 ML1215.No vertical observational check was made to the station.
 ML1215
 ML1215.The geoid height was determined by GEOID03.
 ML1215
 ML1215;                    North         East    Units  Estimated Accuracy
 ML1215;SPC NE       -   195,830.      591,220.      MT  (+/- 180 meters Scaled)
 ML1215
 ML1215                          SUPERSEDED SURVEY CONTROL
 ML1215
 ML1215  NGVD 29 (08/02/06)  618.65   (m)         2029.7    (f) RESET       3  
 ML1215
 ML1215.Superseded values are not recommended for survey control.
 ML1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1215.See file dsdata.txt to determine how the superseded data were derived.
 ML1215
 ML1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM078044(NAD 83)
 ML1215_MARKER: DV = VERTICAL CONTROL DISK
 ML1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1215_SP_SET: CONCRETE POST
 ML1215_STAMPING: S 125 RESET 1985
 ML1215_MARK LOGO: NGS   
 ML1215_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1215+STABILITY: SURFACE MOTION
 ML1215
 ML1215  HISTORY     - Date     Condition        Report By
 ML1215  HISTORY     - 1985     MONUMENTED       NGS
 ML1215
 ML1215                          STATION DESCRIPTION
 ML1215
 ML1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ML1215'0.16 KM (0.10 MI) EAST ALONG L STREET AND STATE HIGHWAY 11 FROM THE
 ML1215'VALLEY COUNTY COURTHOUSE IN ORD, THENCE 2.66 KM (1.65 MI) RIGHT AND
 ML1215'SOUTHEAST ALONG STATE HIGHWAY 11 TO A ROAD LEADING SOUTH AND THE MARK
 ML1215'ON THE RIGHT, 21.9 M (71.9 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 ML1215'HIGHWAY, 9.7 M (31.8 FT) WEST FROM THE ROAD LEADING SOUTH, 1.52 M
 ML1215'(4.99 FT) NORTHWEST FROM A OLD WELL CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0455 ***********************************************************************
 NN0455  DESIGNATION -  S 126
 NN0455  PID         -  NN0455
 NN0455  STATE/COUNTY-  NE/HOLT
 NN0455  USGS QUAD   -  SWAN LAKE (1981)
 NN0455
 NN0455                         *CURRENT SURVEY CONTROL
 NN0455  ___________________________________________________________________
 NN0455* NAD 83(1986)-  42 09 40.     (N)    099 01 49.     (W)     SCALED    
 NN0455* NAVD 88     -       707.477  (meters)    2321.11   (feet)  ADJUSTED  
 NN0455  ___________________________________________________________________
 NN0455  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 NN0455  DYNAMIC HT  -         707.166 (meters)    2320.09  (feet)  COMP
 NN0455  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 NN0455
 NN0455  VERT ORDER  -  SECOND    CLASS 0
 NN0455
 NN0455.The horizontal coordinates were scaled from a topographic map and have
 NN0455.an estimated accuracy of +/- 6 seconds.
 NN0455
 NN0455.The orthometric height was determined by differential leveling
 NN0455.and adjusted by the National Geodetic Survey in June 1991..
 NN0455
 NN0455.The geoid height was determined by GEOID03.
 NN0455
 NN0455.The dynamic height is computed by dividing the NAVD 88
 NN0455.geopotential number by the normal gravity value computed on the
 NN0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0455.degrees latitude (g = 980.6199 gals.).
 NN0455
 NN0455.The modeled gravity was interpolated from observed gravity values.
 NN0455
 NN0455;                    North         East    Units  Estimated Accuracy
 NN0455;SPC NE       -   258,900.      580,120.      MT  (+/- 180 meters Scaled)
 NN0455
 NN0455                          SUPERSEDED SURVEY CONTROL
 NN0455
 NN0455  NGVD 29 (??/??/92)  707.218  (m)         2320.26   (f) ADJ UNCH    2 0
 NN0455
 NN0455.Superseded values are not recommended for survey control.
 NN0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0455.See file dsdata.txt to determine how the superseded data were derived.
 NN0455
 NN0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM974676(NAD 83)
 NN0455_MARKER: DB = BENCH MARK DISK
 NN0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0455_STAMPING: S 126 1935
 NN0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0455+STABILITY: SURFACE MOTION
 NN0455
 NN0455  HISTORY     - Date     Condition        Report By
 NN0455  HISTORY     - 1935     MONUMENTED       CGS
 NN0455  HISTORY     - 1964     MARK NOT FOUND   NGS
 NN0455  HISTORY     - 1976     GOOD             USGS
 NN0455
 NN0455                          STATION DESCRIPTION
 NN0455
 NN0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0455'28.5 MI N FROM BURWELL.
 NN0455'IN HOLT COUNTY, 28.5 MILES NORTH ALONG STATE HIGHWAY 11 FROM THE
 NN0455'COUNTY COURTHOUSE AT BURWELL, GARFIELD COUNTY, 1.0 MILE NORTH OF
 NN0455'SUMMER RESORT BUILDINGS, 0.7 MILE SOUTH OF THE SWAN STORE, 0.2
 NN0455'MILE NORTHEAST OF SWAN LAKE, 81 FEET NORTH OF THE CENTER OF A
 NN0455'FIELD ENTRANCE, AND 53 FEET NORTHWEST OF THE CENTER LINE OF THE
 NN0455'HIGHWAY.  A STANDARD DISK, STAMPED S 126 1935 AND SET IN THE
 NN0455'TOP OF A CONCRETE POST.
 NN0455
 NN0455                          STATION RECOVERY (1964)
 NN0455
 NN0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NN0455'MARK NOT FOUND.
 NN0455
 NN0455                          STATION RECOVERY (1976)
 NN0455
 NN0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NN0455'BURWELL, 29.4 MI. N. ALONG ST. HWY 11 FROM THE BRIDGE OF THE NORTH
 NN0455'LOUP RIVER AT, 3.8 MI. SW OF THE JCT. ST. HWYS 11 AND 95 WEST OF
 NN0455'CHAMBERS, 0.7 MI. SW ALONG ST. HWY 11 FROM THE SWAN LAKE SCHOOL,
 NN0455'ABOUT 150 FT. NE OF THE 1/4 COR. SEC. 2 AND 11, T-25-N, R-15-W, 81
 NN0455'FT. N. OF CTR. OF ENTR. TO A SMALL ACCESS AREA AT THE SE END OF SWAN
 NN0455'LAKE, 39 FT. NW AND NORMAL TO ST. HWY 11, 49 FT. NE OF A FENCE
 NN0455'CORNER, 2 FT. NW OF A METAL WITNESS SIGN. A STD. TABLET SET IN TOP OF
 NN0455'A CONC. POST, STAMPED S-126 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0243 ***********************************************************************
 NN0243  DESIGNATION -  S 127
 NN0243  PID         -  NN0243
 NN0243  STATE/COUNTY-  NE/HOLT
 NN0243  USGS QUAD   -  O'NEILL SE (1986)
 NN0243
 NN0243                         *CURRENT SURVEY CONTROL
 NN0243  ___________________________________________________________________
 NN0243* NAD 83(1986)-  42 21 53.     (N)    098 30 04.     (W)     SCALED    
 NN0243* NAVD 88     -       583.678  (meters)    1914.95   (feet)  ADJUSTED  
 NN0243  ___________________________________________________________________
 NN0243  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 NN0243  DYNAMIC HT  -         583.452 (meters)    1914.21  (feet)  COMP
 NN0243  MODELED GRAV-     980,215.2   (mgal)                       NAVD 88
 NN0243
 NN0243  VERT ORDER  -  SECOND    CLASS 0
 NN0243
 NN0243.The horizontal coordinates were scaled from a topographic map and have
 NN0243.an estimated accuracy of +/- 6 seconds.
 NN0243
 NN0243.The orthometric height was determined by differential leveling
 NN0243.and adjusted by the National Geodetic Survey in June 1991..
 NN0243
 NN0243.The geoid height was determined by GEOID03.
 NN0243
 NN0243.The dynamic height is computed by dividing the NAVD 88
 NN0243.geopotential number by the normal gravity value computed on the
 NN0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0243.degrees latitude (g = 980.6199 gals.).
 NN0243
 NN0243.The modeled gravity was interpolated from observed gravity values.
 NN0243
 NN0243;                    North         East    Units  Estimated Accuracy
 NN0243;SPC NE       -   282,130.      623,440.      MT  (+/- 180 meters Scaled)
 NN0243
 NN0243                          SUPERSEDED SURVEY CONTROL
 NN0243
 NN0243  NGVD 29 (??/??/92)  583.473  (m)         1914.28   (f) ADJ UNCH    2 0
 NN0243
 NN0243.Superseded values are not recommended for survey control.
 NN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0243.See file dsdata.txt to determine how the superseded data were derived.
 NN0243
 NN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM410903(NAD 83)
 NN0243_MARKER: DB = BENCH MARK DISK
 NN0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0243_STAMPING: S 127 1935
 NN0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0243+STABILITY: SURFACE MOTION
 NN0243
 NN0243  HISTORY     - Date     Condition        Report By
 NN0243  HISTORY     - 1935     MONUMENTED       CGS
 NN0243  HISTORY     - 1961     MARK NOT FOUND   NGS
 NN0243
 NN0243                          STATION DESCRIPTION
 NN0243
 NN0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0243'2 MI SE FROM INMAN.
 NN0243'2.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NN0243'FROM THE STATION AT INMAN, HOLT COUNTY, 104 FEET NORTHWEST OF
 NN0243'CULVERT 279-3/4, 66.6 FEET NORTHWEST OF THE CENTER OF A ROAD
 NN0243'CROSSING, 43.4 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND
 NN0243'5.6 FEET EAST OF A RIGHT-OF-WAY FENCE POST.  A STANDARD DISK,
 NN0243'STAMPED S 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NN0243
 NN0243                          STATION RECOVERY (1961)
 NN0243
 NN0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NN0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1331 ***********************************************************************
 NM1331  DESIGNATION -  S 128
 NM1331  PID         -  NM1331
 NM1331  STATE/COUNTY-  NE/MADISON
 NM1331  USGS QUAD   -  MEADOW GROVE (1963)
 NM1331
 NM1331                         *CURRENT SURVEY CONTROL
 NM1331  ___________________________________________________________________
 NM1331* NAD 83(1986)-  42 01 40.     (N)    097 44 12.     (W)     SCALED    
 NM1331* NAVD 88     -       499.248  (meters)    1637.95   (feet)  ADJUSTED  
 NM1331  ___________________________________________________________________
 NM1331  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 NM1331  DYNAMIC HT  -         499.046 (meters)    1637.29  (feet)  COMP
 NM1331  MODELED GRAV-     980,201.0   (mgal)                       NAVD 88
 NM1331
 NM1331  VERT ORDER  -  SECOND    CLASS 0
 NM1331
 NM1331.The horizontal coordinates were scaled from a topographic map and have
 NM1331.an estimated accuracy of +/- 6 seconds.
 NM1331
 NM1331.The orthometric height was determined by differential leveling
 NM1331.and adjusted by the National Geodetic Survey in June 1991..
 NM1331
 NM1331.The geoid height was determined by GEOID03.
 NM1331
 NM1331.The dynamic height is computed by dividing the NAVD 88
 NM1331.geopotential number by the normal gravity value computed on the
 NM1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1331.degrees latitude (g = 980.6199 gals.).
 NM1331
 NM1331.The modeled gravity was interpolated from observed gravity values.
 NM1331
 NM1331;                    North         East    Units  Estimated Accuracy
 NM1331;SPC NE       -   246,100.      687,360.      MT  (+/- 180 meters Scaled)
 NM1331
 NM1331                          SUPERSEDED SURVEY CONTROL
 NM1331
 NM1331  NGVD 29 (??/??/92)  499.050  (m)         1637.30   (f) ADJ UNCH    2 0
 NM1331
 NM1331.Superseded values are not recommended for survey control.
 NM1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1331.See file dsdata.txt to determine how the superseded data were derived.
 NM1331
 NM1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM045536(NAD 83)
 NM1331_MARKER: DB = BENCH MARK DISK
 NM1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1331_STAMPING: S 128 1935
 NM1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1331+STABILITY: SURFACE MOTION
 NM1331
 NM1331  HISTORY     - Date     Condition        Report By
 NM1331  HISTORY     - 1935     MONUMENTED       CGS
 NM1331  HISTORY     - 1961     POOR             USGS
 NM1331  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1331
 NM1331                          STATION DESCRIPTION
 NM1331
 NM1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NM1331'AT MEADOW GROVE.
 NM1331'AT MEADOW GROVE, MADISON COUNTY, ON THE CHICAGO AND NORTH
 NM1331'WESTERN RAILWAY, 13 RAILS WEST OF THE WEST END OF THE STATION,
 NM1331'AT A ROAD CROSSING, 48.2 FEET EAST OF THE CENTER LINE OF U.S.
 NM1331'HIGHWAY 275, 39.6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 NM1331'TRACK, AND 1 FOOT SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 NM1331'S 128 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- CONCRETE
 NM1331'POST PARTIALLY BROKEN UNDERGROUND AND TOP LEANS TO NORTH.
 NM1331
 NM1331                          STATION RECOVERY (1961)
 NM1331
 NM1331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1331'MARK RECOVERED IN POOR CONDITION.
 NM1331
 NM1331                          STATION RECOVERY (1999)
 NM1331
 NM1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1331'THE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 NM1331'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0414 ***********************************************************************
 LG0414  DESIGNATION -  S 13
 LG0414  PID         -  LG0414
 LG0414  STATE/COUNTY-  NE/SALINE
 LG0414  USGS QUAD   -  DORCHESTER (1964)
 LG0414
 LG0414                         *CURRENT SURVEY CONTROL
 LG0414  ___________________________________________________________________
 LG0414* NAD 83(1986)-  40 37 35.     (N)    097 01 35.     (W)     SCALED    
 LG0414* NAVD 88     -       439.357  (meters)    1441.46   (feet)  ADJUSTED  
 LG0414  ___________________________________________________________________
 LG0414  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 LG0414  DYNAMIC HT  -         439.124 (meters)    1440.69  (feet)  COMP
 LG0414  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 LG0414
 LG0414  VERT ORDER  -  FIRST     CLASS II
 LG0414
 LG0414.The horizontal coordinates were scaled from a topographic map and have
 LG0414.an estimated accuracy of +/- 6 seconds.
 LG0414
 LG0414.The orthometric height was determined by differential leveling
 LG0414.and adjusted by the National Geodetic Survey in May 1993..
 LG0414
 LG0414.The geoid height was determined by GEOID03.
 LG0414
 LG0414.The dynamic height is computed by dividing the NAVD 88
 LG0414.geopotential number by the normal gravity value computed on the
 LG0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0414.degrees latitude (g = 980.6199 gals.).
 LG0414
 LG0414.The modeled gravity was interpolated from observed gravity values.
 LG0414
 LG0414;                    North         East    Units  Estimated Accuracy
 LG0414;SPC NE       -    92,380.      751,490.      MT  (+/- 180 meters Scaled)
 LG0414
 LG0414                          SUPERSEDED SURVEY CONTROL
 LG0414
 LG0414  NAVD 88 (06/15/91)  439.333  (m)         1441.38   (f) UNKNOWN     1 2
 LG0414  NGVD 29 (??/??/92)  439.188  (m)         1440.90   (f) ADJ UNCH    1 2
 LG0414
 LG0414.Superseded values are not recommended for survey control.
 LG0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0414.See file dsdata.txt to determine how the superseded data were derived.
 LG0414
 LG0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK669991(NAD 83)
 LG0414_MARKER: DB = BENCH MARK DISK
 LG0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0414_SP_SET: CONCRETE POST
 LG0414_STAMPING: S 13 1933 1440.647
 LG0414_MARK LOGO: CGS   
 LG0414_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0414+STABILITY: SURFACE MOTION
 LG0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0414+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0414
 LG0414  HISTORY     - Date     Condition        Report By
 LG0414  HISTORY     - 1933     MONUMENTED       CGS
 LG0414  HISTORY     - 1940     GOOD             NGS
 LG0414  HISTORY     - 19911008 GOOD             NGS
 LG0414
 LG0414                          STATION DESCRIPTION
 LG0414
 LG0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LG0414'3.5 MI W FROM CRETE.
 LG0414'3.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0414'FROM THE STATION AT CRETE, SALINE COUNTY, 1/4 MILE WEST OF
 LG0414'MILEPOST 83, AT A NORTH-AND-SOUTH ROAD CROSSING, 45 FEET NORTHEAST
 LG0414'OF THE CENTER OF THE CROSSING, 36 FEET EAST OF THE CENTERLINE
 LG0414'OF THE ROAD, 39.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, 5
 LG0414'FEET SOUTHEAST OF A POWER-TRANSMISSION LINE POLE, AND 3 FEET NORTH
 LG0414'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1440.647
 LG0414'S 13 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 LG0414'FOOT ABOVE GROUND.
 LG0414
 LG0414                          STATION RECOVERY (1991)
 LG0414
 LG0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0414'5.9 KM (3.65 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 LG0414'IN CRETE, 61.2 M (200.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.3 M
 LG0414'(37.1 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 LG0414'10.5 M (34.4 FT) EAST OF AND LEVEL WITH THE CENTER OF COUNTY ROAD
 LG0414'1900, 5.1 M (16.7 FT) WEST OF THE SOUTHWEST CORNER OF A RAILROAD
 LG0414'UTILITY BOX, 2.9 M (9.5 FT) SOUTH OF A UTILITY POLE WITH 2 GUY
 LG0414'CABLES, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 LG0414'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0355 ***********************************************************************
 NO0355  DESIGNATION -  S 130
 NO0355  PID         -  NO0355
 NO0355  STATE/COUNTY-  NE/CHERRY
 NO0355  USGS QUAD   -  MERRIMAN (1990)
 NO0355
 NO0355                         *CURRENT SURVEY CONTROL
 NO0355  ___________________________________________________________________
 NO0355* NAD 83(1986)-  42 56 05.     (N)    101 41 42.     (W)     SCALED    
 NO0355* NAVD 88     -       994.404  (meters)    3262.47   (feet)  ADJUSTED  
 NO0355  ___________________________________________________________________
 NO0355  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 NO0355  DYNAMIC HT  -         993.971 (meters)    3261.05  (feet)  COMP
 NO0355  MODELED GRAV-     980,150.9   (mgal)                       NAVD 88
 NO0355
 NO0355  VERT ORDER  -  SECOND    CLASS 0
 NO0355
 NO0355.The horizontal coordinates were scaled from a topographic map and have
 NO0355.an estimated accuracy of +/- 6 seconds.
 NO0355
 NO0355.The orthometric height was determined by differential leveling
 NO0355.and adjusted by the National Geodetic Survey in June 1991..
 NO0355
 NO0355.The geoid height was determined by GEOID03.
 NO0355
 NO0355.The dynamic height is computed by dividing the NAVD 88
 NO0355.geopotential number by the normal gravity value computed on the
 NO0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0355.degrees latitude (g = 980.6199 gals.).
 NO0355
 NO0355.The modeled gravity was interpolated from observed gravity values.
 NO0355
 NO0355;                    North         East    Units  Estimated Accuracy
 NO0355;SPC NE       -   345,730.      361,660.      MT  (+/- 180 meters Scaled)
 NO0355
 NO0355                          SUPERSEDED SURVEY CONTROL
 NO0355
 NO0355  NGVD 29 (??/??/92)  993.984  (m)         3261.10   (f) ADJ UNCH    2 0
 NO0355
 NO0355.Superseded values are not recommended for survey control.
 NO0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0355.See file dsdata.txt to determine how the superseded data were derived.
 NO0355
 NO0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN800570(NAD 83)
 NO0355_MARKER: DB = BENCH MARK DISK
 NO0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0355_STAMPING: S 130 1934
 NO0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0355+STABILITY: SURFACE MOTION
 NO0355
 NO0355  HISTORY     - Date     Condition        Report By
 NO0355  HISTORY     - 1934     MONUMENTED       CGS
 NO0355  HISTORY     - 1948     MARK NOT FOUND   NGS
 NO0355
 NO0355                          STATION DESCRIPTION
 NO0355
 NO0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NO0355'1 MI N FROM MERRIMAN.
 NO0355'1.0 MILE NORTH ALONG STATE HIGHWAY 61 FROM MERRIMAN, CHERRY
 NO0355'COUNTY, 147 YARDS SOUTH OF A BRIDGE, AND 17 YARDS WEST OF THE
 NO0355'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 130 1934
 NO0355'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0103 ***********************************************************************
 MK0103  DESIGNATION -  S 131
 MK0103  PID         -  MK0103
 MK0103  STATE/COUNTY-  NE/DODGE
 MK0103  USGS QUAD   -  FREMONT EAST (1983)
 MK0103
 MK0103                         *CURRENT SURVEY CONTROL
 MK0103  ___________________________________________________________________
 MK0103* NAD 83(1986)-  41 29 54.     (N)    096 27 38.     (W)     SCALED    
 MK0103* NAVD 88     -       362.221  (meters)    1188.39   (feet)  ADJUSTED  
 MK0103  ___________________________________________________________________
 MK0103  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 MK0103  DYNAMIC HT  -         362.061 (meters)    1187.86  (feet)  COMP
 MK0103  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 MK0103
 MK0103  VERT ORDER  -  SECOND    CLASS 0
 MK0103
 MK0103.The horizontal coordinates were scaled from a topographic map and have
 MK0103.an estimated accuracy of +/- 6 seconds.
 MK0103
 MK0103.The orthometric height was determined by differential leveling
 MK0103.and adjusted by the National Geodetic Survey in June 1991..
 MK0103
 MK0103.The geoid height was determined by GEOID03.
 MK0103
 MK0103.The dynamic height is computed by dividing the NAVD 88
 MK0103.geopotential number by the normal gravity value computed on the
 MK0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0103.degrees latitude (g = 980.6199 gals.).
 MK0103
 MK0103.The modeled gravity was interpolated from observed gravity values.
 MK0103
 MK0103;                    North         East    Units  Estimated Accuracy
 MK0103;SPC NE       -   190,900.      795,350.      MT  (+/- 180 meters Scaled)
 MK0103
 MK0103                          SUPERSEDED SURVEY CONTROL
 MK0103
 MK0103  NGVD 29 (??/??/92)  362.081  (m)         1187.93   (f) ADJ UNCH    2 0
 MK0103
 MK0103.Superseded values are not recommended for survey control.
 MK0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0103.See file dsdata.txt to determine how the superseded data were derived.
 MK0103
 MK0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL119971(NAD 83)
 MK0103_MARKER: DB = BENCH MARK DISK
 MK0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0103_STAMPING: S 131 1934
 MK0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0103+STABILITY: SURFACE MOTION
 MK0103
 MK0103  HISTORY     - Date     Condition        Report By
 MK0103  HISTORY     - 1934     MONUMENTED       CGS
 MK0103  HISTORY     - 1940     GOOD             NGS
 MK0103  HISTORY     - 1974     GOOD             LOCENG
 MK0103
 MK0103                          STATION DESCRIPTION
 MK0103
 MK0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MK0103'5.6 MI N FROM FREMONT.
 MK0103'5.6 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MK0103'THE STATION AT FREMONT, DODGE COUNTY, 240 FEET SOUTH OF THE
 MK0103'CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 45 FEET
 MK0103'WEST OF THE WEST RAIL OF THE C. AND N.W. RY. TRACK, AND 60 FEET
 MK0103'SOUTHEAST OF THE SOUTHEAST RAIL OF THE C.B. AND Q. R.R. TRACK.
 MK0103'A STANDARD DISK, STAMPED S 131 1934 AND SET IN THE TOP OF A CONCRETE
 MK0103'POST.
 MK0103
 MK0103                          STATION RECOVERY (1974)
 MK0103
 MK0103'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 MK0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1103 ***********************************************************************
 MK1103  DESIGNATION -  S 132
 MK1103  PID         -  MK1103
 MK1103  STATE/COUNTY-  NE/DODGE
 MK1103  USGS QUAD   -  SCRIBNER (1966)
 MK1103
 MK1103                         *CURRENT SURVEY CONTROL
 MK1103  ___________________________________________________________________
 MK1103* NAD 83(1986)-  41 40 08.     (N)    096 40 14.     (W)     SCALED    
 MK1103* NAVD 88     -       382.284  (meters)    1254.21   (feet)  ADJUSTED  
 MK1103  ___________________________________________________________________
 MK1103  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 MK1103  DYNAMIC HT  -         382.138 (meters)    1253.73  (feet)  COMP
 MK1103  MODELED GRAV-     980,230.1   (mgal)                       NAVD 88
 MK1103
 MK1103  VERT ORDER  -  SECOND    CLASS 0
 MK1103
 MK1103.The horizontal coordinates were scaled from a topographic map and have
 MK1103.an estimated accuracy of +/- 6 seconds.
 MK1103
 MK1103.The orthometric height was determined by differential leveling
 MK1103.and adjusted by the National Geodetic Survey in June 1991..
 MK1103
 MK1103.The geoid height was determined by GEOID03.
 MK1103
 MK1103.The dynamic height is computed by dividing the NAVD 88
 MK1103.geopotential number by the normal gravity value computed on the
 MK1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1103.degrees latitude (g = 980.6199 gals.).
 MK1103
 MK1103.The modeled gravity was interpolated from observed gravity values.
 MK1103
 MK1103;                    North         East    Units  Estimated Accuracy
 MK1103;SPC NE       -   209,130.      777,110.      MT  (+/- 180 meters Scaled)
 MK1103
 MK1103                          SUPERSEDED SURVEY CONTROL
 MK1103
 MK1103  NGVD 29 (??/??/92)  382.143  (m)         1253.75   (f) ADJ UNCH    2 0
 MK1103
 MK1103.Superseded values are not recommended for survey control.
 MK1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1103.See file dsdata.txt to determine how the superseded data were derived.
 MK1103
 MK1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM939156(NAD 83)
 MK1103_MARKER: DB = BENCH MARK DISK
 MK1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1103_STAMPING: S-132-1935
 MK1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1103+STABILITY: SURFACE MOTION
 MK1103
 MK1103  HISTORY     - Date     Condition        Report By
 MK1103  HISTORY     - 1935     MONUMENTED       CGS
 MK1103  HISTORY     - 1965     MARK NOT FOUND   NGS
 MK1103
 MK1103                          STATION DESCRIPTION
 MK1103
 MK1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1103'AT SCRIBNER.
 MK1103'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN HOOPER AND
 MK1103'HUMPHREY, 182 FEET NORTH OF THE RAILROAD WATER TOWER, 120 FEET
 MK1103'SOUTHEAST OF THE CENTER OF CROSSING OF ROAD AND RAILROAD, 39.0
 MK1103'FEET EAST OF THE EAST RAIL OF THE MAIN LINE.
 MK1103
 MK1103                          STATION RECOVERY (1965)
 MK1103
 MK1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MK1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1167 ***********************************************************************
 MK1167  DESIGNATION -  S 133
 MK1167  PID         -  MK1167
 MK1167  STATE/COUNTY-  NE/COLFAX
 MK1167  USGS QUAD   -  CLARKSON (1966)
 MK1167
 MK1167                         *CURRENT SURVEY CONTROL
 MK1167  ___________________________________________________________________
 MK1167* NAD 83(1986)-  41 42 21.     (N)    097 03 34.     (W)     SCALED    
 MK1167* NAVD 88     -       466.376  (meters)    1530.10   (feet)  ADJUSTED  
 MK1167  ___________________________________________________________________
 MK1167  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 MK1167  DYNAMIC HT  -         466.188 (meters)    1529.49  (feet)  COMP
 MK1167  MODELED GRAV-     980,203.7   (mgal)                       NAVD 88
 MK1167
 MK1167  VERT ORDER  -  SECOND    CLASS 0
 MK1167
 MK1167.The horizontal coordinates were scaled from a topographic map and have
 MK1167.an estimated accuracy of +/- 6 seconds.
 MK1167
 MK1167.The orthometric height was determined by differential leveling
 MK1167.and adjusted by the National Geodetic Survey in June 1991..
 MK1167
 MK1167.The geoid height was determined by GEOID03.
 MK1167
 MK1167.The dynamic height is computed by dividing the NAVD 88
 MK1167.geopotential number by the normal gravity value computed on the
 MK1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1167.degrees latitude (g = 980.6199 gals.).
 MK1167
 MK1167.The modeled gravity was interpolated from observed gravity values.
 MK1167
 MK1167;                    North         East    Units  Estimated Accuracy
 MK1167;SPC NE       -   212,060.      744,620.      MT  (+/- 180 meters Scaled)
 MK1167
 MK1167                          SUPERSEDED SURVEY CONTROL
 MK1167
 MK1167  NGVD 29 (??/??/92)  466.196  (m)         1529.51   (f) ADJ UNCH    2 0
 MK1167
 MK1167.Superseded values are not recommended for survey control.
 MK1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1167.See file dsdata.txt to determine how the superseded data were derived.
 MK1167
 MK1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM614189(NAD 83)
 MK1167_MARKER: DB = BENCH MARK DISK
 MK1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1167_STAMPING: S-133-1935
 MK1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1167+STABILITY: SURFACE MOTION
 MK1167
 MK1167  HISTORY     - Date     Condition        Report By
 MK1167  HISTORY     - 1935     MONUMENTED       CGS
 MK1167  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1167
 MK1167                          STATION DESCRIPTION
 MK1167
 MK1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1167'17.8 MI N FROM SCHUYLER.
 MK1167'ALONG STATE HIGHWAY NO. 15 BETWEEN SCHUYLER AND PILGER, 64.0
 MK1167'FEET SOUTH OF SIDE ROAD LEADING TO FRANK NOVAKS FARM HOUSE,
 MK1167'35.9 EAST OF THE CENTER LINE OF HIGHWAY, 2 FEET WEST OF FENCE.
 MK1167
 MK1167                          STATION RECOVERY (1965)
 MK1167
 MK1167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1293 ***********************************************************************
 MK1293  DESIGNATION -  S 134
 MK1293  PID         -  MK1293
 MK1293  STATE/COUNTY-  NE/PLATTE
 MK1293  USGS QUAD   -  COLUMBUS (1976)
 MK1293
 MK1293                         *CURRENT SURVEY CONTROL
 MK1293  ___________________________________________________________________
 MK1293* NAD 83(1986)-  41 25 16.     (N)    097 19 29.     (W)     SCALED    
 MK1293* NAVD 88     -       436.933  (meters)    1433.50   (feet)  ADJUSTED  
 MK1293  ___________________________________________________________________
 MK1293  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 MK1293  DYNAMIC HT  -         436.743 (meters)    1432.88  (feet)  COMP
 MK1293  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 MK1293
 MK1293  VERT ORDER  -  SECOND    CLASS 0
 MK1293
 MK1293.The horizontal coordinates were scaled from a topographic map and have
 MK1293.an estimated accuracy of +/- 6 seconds.
 MK1293
 MK1293.The orthometric height was determined by differential leveling
 MK1293.and adjusted by the National Geodetic Survey in June 1991..
 MK1293.WARNING-Repeat measurements at this control monument indicate possible
 MK1293.vertical movement.
 MK1293
 MK1293.The geoid height was determined by GEOID03.
 MK1293
 MK1293.The dynamic height is computed by dividing the NAVD 88
 MK1293.geopotential number by the normal gravity value computed on the
 MK1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1293.degrees latitude (g = 980.6199 gals.).
 MK1293
 MK1293.The modeled gravity was interpolated from observed gravity values.
 MK1293
 MK1293;                    North         East    Units  Estimated Accuracy
 MK1293;SPC NE       -   179,740.      723,540.      MT  (+/- 180 meters Scaled)
 MK1293
 MK1293                          SUPERSEDED SURVEY CONTROL
 MK1293
 MK1293  NGVD 29 (??/??/92)  436.750  (m)         1432.90   (f) ADJ UNCH    2 0
 MK1293
 MK1293.Superseded values are not recommended for survey control.
 MK1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1293.See file dsdata.txt to determine how the superseded data were derived.
 MK1293
 MK1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL399868(NAD 83)
 MK1293_MARKER: DB = BENCH MARK DISK
 MK1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1293_STAMPING: S 134 1935
 MK1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1293+STABILITY: SURFACE MOTION
 MK1293
 MK1293  HISTORY     - Date     Condition        Report By
 MK1293  HISTORY     - 1935     MONUMENTED       CGS
 MK1293  HISTORY     - 1950     GOOD             NGS
 MK1293
 MK1293                          STATION DESCRIPTION
 MK1293
 MK1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MK1293'1.9 MI SE FROM COLUMBUS.
 MK1293'1.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1293'RAILROAD FROM THE STATION AT COLUMBUS, 29 FEET NORTH OF MILEPOST
 MK1293'69, 35.6 FEET NORTH OF THE NORTH RAIL, 10.8 FEET SOUTH OF A
 MK1293'FENCE, 1.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MK1293'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0700 ***********************************************************************
 LG0700  DESIGNATION -  S 135
 LG0700  PID         -  LG0700
 LG0700  STATE/COUNTY-  NE/YORK
 LG0700  USGS QUAD   -  YORK NORTH (1980)
 LG0700
 LG0700                         *CURRENT SURVEY CONTROL
 LG0700  ___________________________________________________________________
 LG0700* NAD 83(1986)-  40 59 17.     (N)    097 36 26.     (W)     SCALED    
 LG0700* NAVD 88     -       508.864  (meters)    1669.50   (feet)  ADJUSTED  
 LG0700  ___________________________________________________________________
 LG0700  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 LG0700  DYNAMIC HT  -         508.603 (meters)    1668.64  (feet)  COMP
 LG0700  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 LG0700
 LG0700  VERT ORDER  -  SECOND    CLASS 0
 LG0700
 LG0700.The horizontal coordinates were scaled from a topographic map and have
 LG0700.an estimated accuracy of +/- 6 seconds.
 LG0700
 LG0700.The orthometric height was determined by differential leveling
 LG0700.and adjusted by the National Geodetic Survey in June 1991..
 LG0700
 LG0700.The geoid height was determined by GEOID03.
 LG0700
 LG0700.The dynamic height is computed by dividing the NAVD 88
 LG0700.geopotential number by the normal gravity value computed on the
 LG0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0700.degrees latitude (g = 980.6199 gals.).
 LG0700
 LG0700.The modeled gravity was interpolated from observed gravity values.
 LG0700
 LG0700;                    North         East    Units  Estimated Accuracy
 LG0700;SPC NE       -   130,990.      701,270.      MT  (+/- 180 meters Scaled)
 LG0700
 LG0700                          SUPERSEDED SURVEY CONTROL
 LG0700
 LG0700  NGVD 29 (??/??/92)  508.660  (m)         1668.83   (f) ADJ UNCH    2 0
 LG0700
 LG0700.Superseded values are not recommended for survey control.
 LG0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0700.See file dsdata.txt to determine how the superseded data were derived.
 LG0700
 LG0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL171383(NAD 83)
 LG0700_MARKER: DB = BENCH MARK DISK
 LG0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0700_STAMPING: S 135 1935
 LG0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0700+STABILITY: SURFACE MOTION
 LG0700
 LG0700  HISTORY     - Date     Condition        Report By
 LG0700  HISTORY     - 1935     MONUMENTED       CGS
 LG0700  HISTORY     - 1967     MARK NOT FOUND   NGS
 LG0700
 LG0700                          STATION DESCRIPTION
 LG0700
 LG0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0700'1.4 MI S FROM BENEDICT.
 LG0700'1.4 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0700'FROM THE STATION AT BENEDICT, YORK COUNTY, 8.5 FEET EAST OF
 LG0700'MILEPOST 143, SOUTH OF A ROAD CROSSING, 44 FEET EAST OF THE
 LG0700'EAST RAIL, AND 3 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED
 LG0700'S 135 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0700
 LG0700                          STATION RECOVERY (1967)
 LG0700
 LG0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LG0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1616 ***********************************************************************
 MK1616  DESIGNATION -  S 136
 MK1616  PID         -  MK1616
 MK1616  STATE/COUNTY-  NE/MERRICK
 MK1616  USGS QUAD   -  POLK NW (1962)
 MK1616
 MK1616                         *CURRENT SURVEY CONTROL
 MK1616  ___________________________________________________________________
 MK1616* NAD 83(1986)-  41 14 56.     (N)    097 58 58.     (W)     SCALED    
 MK1616* NAVD 88     -       510.454  (meters)    1674.71   (feet)  ADJUSTED  
 MK1616  ___________________________________________________________________
 MK1616  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 MK1616  DYNAMIC HT  -         510.213 (meters)    1673.92  (feet)  COMP
 MK1616  MODELED GRAV-     980,135.2   (mgal)                       NAVD 88
 MK1616
 MK1616  VERT ORDER  -  SECOND    CLASS 0
 MK1616
 MK1616.The horizontal coordinates were scaled from a topographic map and have
 MK1616.an estimated accuracy of +/- 6 seconds.
 MK1616
 MK1616.The orthometric height was determined by differential leveling
 MK1616.and adjusted by the National Geodetic Survey in June 1991..
 MK1616
 MK1616.The geoid height was determined by GEOID03.
 MK1616
 MK1616.The dynamic height is computed by dividing the NAVD 88
 MK1616.geopotential number by the normal gravity value computed on the
 MK1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1616.degrees latitude (g = 980.6199 gals.).
 MK1616
 MK1616.The modeled gravity was interpolated from observed gravity values.
 MK1616
 MK1616;                    North         East    Units  Estimated Accuracy
 MK1616;SPC NE       -   159,140.      669,010.      MT  (+/- 180 meters Scaled)
 MK1616
 MK1616                          SUPERSEDED SURVEY CONTROL
 MK1616
 MK1616  NGVD 29 (??/??/92)  510.234  (m)         1673.99   (f) ADJ UNCH    2 0
 MK1616
 MK1616.Superseded values are not recommended for survey control.
 MK1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1616.See file dsdata.txt to determine how the superseded data were derived.
 MK1616
 MK1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL852668(NAD 83)
 MK1616_MARKER: DB = BENCH MARK DISK
 MK1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1616_STAMPING: S 136 1935
 MK1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1616+STABILITY: SURFACE MOTION
 MK1616
 MK1616  HISTORY     - Date     Condition        Report By
 MK1616  HISTORY     - 1935     MONUMENTED       CGS
 MK1616  HISTORY     - 1960     POOR             NGS
 MK1616  HISTORY     - 1962     GOOD             USGS
 MK1616
 MK1616                          STATION DESCRIPTION
 MK1616
 MK1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MK1616'8.6 MI S FROM FULLERTON.
 MK1616'IN MERRICK COUNTY, 8.6 MILES SOUTH ALONG STATE HIGHWAY 14 FROM
 MK1616'THE POST OFFICE AT FULLERTON, NANCE COUNTY, ON THE OLD HIGHWAY,
 MK1616'0.2 MILE SOUTH OF A FARMHOUSE, 39.5 FEET NORTH OF THE NORTHEAST
 MK1616'CORNER OF A BRIDGE OVER PRAIRIE CREEK, 35.8 FEET EAST OF THE
 MK1616'CENTERLINE OF THE OLD HIGHWAY, AND 2 FEET WEST OF A FENCE.  A
 MK1616'STANDARD DISK, STAMPED S 136 1935 AND SET IN THE TOP OF A
 MK1616'CONCRETE POST.  NOTE-- TOP OF POST SCARRED AND IS LOOSE IN THE
 MK1616'GROUND.  USE WITH CAUTION.
 MK1616
 MK1616                          STATION RECOVERY (1962)
 MK1616
 MK1616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MK1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0703 ***********************************************************************
 LG0703  DESIGNATION -  S 137
 LG0703  PID         -  LG0703
 LG0703  STATE/COUNTY-  NE/YORK
 LG0703  USGS QUAD   -  YORK NORTH (1980)
 LG0703
 LG0703                         *CURRENT SURVEY CONTROL
 LG0703  ___________________________________________________________________
 LG0703* NAD 83(1986)-  40 56 14.     (N)    097 31 36.     (W)     SCALED    
 LG0703* NAVD 88     -       503.895  (meters)    1653.20   (feet)  ADJUSTED  
 LG0703  ___________________________________________________________________
 LG0703  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 LG0703  DYNAMIC HT  -         503.633 (meters)    1652.34  (feet)  COMP
 LG0703  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 LG0703
 LG0703  VERT ORDER  -  SECOND    CLASS 0
 LG0703
 LG0703.The horizontal coordinates were scaled from a topographic map and have
 LG0703.an estimated accuracy of +/- 6 seconds.
 LG0703
 LG0703.The orthometric height was determined by differential leveling
 LG0703.and adjusted by the National Geodetic Survey in June 1991..
 LG0703
 LG0703.The geoid height was determined by GEOID03.
 LG0703
 LG0703.The dynamic height is computed by dividing the NAVD 88
 LG0703.geopotential number by the normal gravity value computed on the
 LG0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0703.degrees latitude (g = 980.6199 gals.).
 LG0703
 LG0703.The modeled gravity was interpolated from observed gravity values.
 LG0703
 LG0703;                    North         East    Units  Estimated Accuracy
 LG0703;SPC NE       -   125,540.      708,200.      MT  (+/- 180 meters Scaled)
 LG0703
 LG0703                          SUPERSEDED SURVEY CONTROL
 LG0703
 LG0703  NGVD 29 (??/??/92)  503.692  (m)         1652.53   (f) ADJ UNCH    2 0
 LG0703
 LG0703.Superseded values are not recommended for survey control.
 LG0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0703.See file dsdata.txt to determine how the superseded data were derived.
 LG0703
 LG0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL240328(NAD 83)
 LG0703_MARKER: DB = BENCH MARK DISK
 LG0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0703_STAMPING: S 137 1935
 LG0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0703+STABILITY: SURFACE MOTION
 LG0703
 LG0703  HISTORY     - Date     Condition        Report By
 LG0703  HISTORY     - 1935     MONUMENTED       CGS
 LG0703  HISTORY     - 1967     MARK NOT FOUND   USGS
 LG0703
 LG0703                          STATION DESCRIPTION
 LG0703
 LG0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LG0703'2.8 MI SW FROM THAYER.
 LG0703'2.8 MILES SOUTHWEST ALONG THE ABANDONED CHICAGO AND NORTH
 LG0703'WESTERN RAILWAY FROM THE STATION AT THAYER, YORK COUNTY, 42 FEET
 LG0703'EAST OF THE OLD ROADBED, AND 5 FEET WEST OF A FENCE.  A STANDARD
 LG0703'DISK, STAMPED S 137 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LG0703
 LG0703                          STATION RECOVERY (1967)
 LG0703
 LG0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LG0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1060 ***********************************************************************
 MK1060  DESIGNATION -  S 139
 MK1060  PID         -  MK1060
 MK1060  STATE/COUNTY-  NE/BURT
 MK1060  USGS QUAD   -  WEST POINT NE (1966)
 MK1060
 MK1060                         *CURRENT SURVEY CONTROL
 MK1060  ___________________________________________________________________
 MK1060* NAD 83(1986)-  41 58 13.     (N)    096 30 42.     (W)     SCALED    
 MK1060* NAVD 88     -       394.219  (meters)    1293.37   (feet)  ADJUSTED  
 MK1060  ___________________________________________________________________
 MK1060  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 MK1060  DYNAMIC HT  -         394.080 (meters)    1292.91  (feet)  COMP
 MK1060  MODELED GRAV-     980,255.8   (mgal)                       NAVD 88
 MK1060
 MK1060  VERT ORDER  -  SECOND    CLASS 0
 MK1060
 MK1060.The horizontal coordinates were scaled from a topographic map and have
 MK1060.an estimated accuracy of +/- 6 seconds.
 MK1060
 MK1060.The orthometric height was determined by differential leveling
 MK1060.and adjusted by the National Geodetic Survey in June 1991..
 MK1060
 MK1060.The geoid height was determined by GEOID03.
 MK1060
 MK1060.The dynamic height is computed by dividing the NAVD 88
 MK1060.geopotential number by the normal gravity value computed on the
 MK1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1060.degrees latitude (g = 980.6199 gals.).
 MK1060
 MK1060.The modeled gravity was interpolated from observed gravity values.
 MK1060
 MK1060;                    North         East    Units  Estimated Accuracy
 MK1060;SPC NE       -   243,090.      788,980.      MT  (+/- 180 meters Scaled)
 MK1060
 MK1060                          SUPERSEDED SURVEY CONTROL
 MK1060
 MK1060  NGVD 29 (??/??/92)  394.072  (m)         1292.88   (f) ADJ UNCH    2 0
 MK1060
 MK1060.Superseded values are not recommended for survey control.
 MK1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1060.See file dsdata.txt to determine how the superseded data were derived.
 MK1060
 MK1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM061494(NAD 83)
 MK1060_MARKER: DB = BENCH MARK DISK
 MK1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1060_STAMPING: S 139 1935
 MK1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1060+STABILITY: SURFACE MOTION
 MK1060
 MK1060  HISTORY     - Date     Condition        Report By
 MK1060  HISTORY     - 1935     MONUMENTED       CGS
 MK1060
 MK1060                          STATION DESCRIPTION
 MK1060
 MK1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1060'3.2 MI NW FROM LYONS.
 MK1060'3.2 MILES NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNESOTA
 MK1060'AND OMAHA RAILROAD FROM THE STATION AT LYONS, BURT COUNTY,
 MK1060'792 FEET NORTH OF THE CENTERLINE OF A ROAD LEADING TO THE
 MK1060'BLAKE MILLER FARMHOUSE, AT A ROAD CROSSING, 51 FEET NORTHEAST
 MK1060'OF THE CENTER OF THE CROSSING, AND 46 FEET NORTH OF THE NORTH
 MK1060'RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED S 139 1935
 MK1060'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0641 ***********************************************************************
 LG0641  DESIGNATION -  S 14
 LG0641  PID         -  LG0641
 LG0641  STATE/COUNTY-  NE/FILLMORE
 LG0641  USGS QUAD   -  FAIRMONT (1969)
 LG0641
 LG0641                         *CURRENT SURVEY CONTROL
 LG0641  ___________________________________________________________________
 LG0641* NAD 83(1986)-  40 38 15.     (N)    097 35 11.     (W)     SCALED    
 LG0641* NAVD 88     -       501.322  (meters)    1644.75   (feet)  ADJUSTED  
 LG0641  ___________________________________________________________________
 LG0641  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 LG0641  DYNAMIC HT  -         501.047 (meters)    1643.85  (feet)  COMP
 LG0641  MODELED GRAV-     980,061.7   (mgal)                       NAVD 88
 LG0641
 LG0641  VERT ORDER  -  FIRST     CLASS II
 LG0641
 LG0641.The horizontal coordinates were scaled from a topographic map and have
 LG0641.an estimated accuracy of +/- 6 seconds.
 LG0641
 LG0641.The orthometric height was determined by differential leveling
 LG0641.and adjusted by the National Geodetic Survey in May 1993..
 LG0641
 LG0641.The geoid height was determined by GEOID03.
 LG0641
 LG0641.The dynamic height is computed by dividing the NAVD 88
 LG0641.geopotential number by the normal gravity value computed on the
 LG0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0641.degrees latitude (g = 980.6199 gals.).
 LG0641
 LG0641.The modeled gravity was interpolated from observed gravity values.
 LG0641
 LG0641;                    North         East    Units  Estimated Accuracy
 LG0641;SPC NE       -    92,140.      704,110.      MT  (+/- 180 meters Scaled)
 LG0641
 LG0641                          SUPERSEDED SURVEY CONTROL
 LG0641
 LG0641  NAVD 88 (06/15/91)  501.347  (m)         1644.84   (f) UNKNOWN     1 2
 LG0641  NGVD 29 (??/??/92)  501.172  (m)         1644.26   (f) ADJ UNCH    1 2
 LG0641
 LG0641.Superseded values are not recommended for survey control.
 LG0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0641.See file dsdata.txt to determine how the superseded data were derived.
 LG0641
 LG0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK195994(NAD 83)
 LG0641_MARKER: DB = BENCH MARK DISK
 LG0641_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LG0641+WITH SETTING: PAVEMENT
 LG0641_SP_SET: FOOTING
 LG0641_STAMPING: S 14 1933 1644.193
 LG0641_MARK LOGO: CGS   
 LG0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0641+STABILITY: SURFACE MOTION
 LG0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0641+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1991
 LG0641
 LG0641  HISTORY     - Date     Condition        Report By
 LG0641  HISTORY     - 1933     MONUMENTED       CGS
 LG0641  HISTORY     - 1938     GOOD             NGS
 LG0641  HISTORY     - 19911007 GOOD             NGS
 LG0641
 LG0641                          STATION DESCRIPTION
 LG0641
 LG0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LG0641'AT FAIRMONT.
 LG0641'AT FAIRMONT, FILLMORE COUNTY, ON THE CHICAGO, BURLINGTON AND
 LG0641'QUINCY RAILROAD, 6 RAILS WEST OF THE WEST FACE OF THE STATION,
 LG0641'60 FEET WEST OF MILEPOST 113, 70 FEET NORTH OF THE TRACK, AT A
 LG0641'WATER TANK, AND IN THE TOP OF THE SOUTHWEST CONCRETE PIER.  A
 LG0641'STANDARD DISK, STAMPED 1644.193 S 14 1933.
 LG0641
 LG0641                          STATION RECOVERY (1991)
 LG0641
 LG0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0641'IN FAIRMONT, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 LG0641'AND FILLMORE AVENUE, NEAR THE SOUTH CORNER OF THE SOUTHWEST CONCRETE
 LG0641'FOOTING FOR A WATER TOWER (TOWER REMOVED), 24.1 M (79.1 FT) WEST OF
 LG0641'THE AVENUE CENTER, 13.8 M (45.3 FT) NORTH OF AND LEVEL WITH THE NEAR
 LG0641'RAIL, 0.8 M (2.6 FT) ABOVE THE GROUND SURFACE, AND 0.7 M (2.3 FT)
 LG0641'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1078 ***********************************************************************
 MK1078  DESIGNATION -  S 140
 MK1078  PID         -  MK1078
 MK1078  STATE/COUNTY-  NE/CUMING
 MK1078  USGS QUAD   -  WEST POINT NW (1966)
 MK1078
 MK1078                         *CURRENT SURVEY CONTROL
 MK1078  ___________________________________________________________________
 MK1078* NAD 83(1986)-  41 53 18.     (N)    096 44 45.     (W)     SCALED    
 MK1078* NAVD 88     -       402.978  (meters)    1322.10   (feet)  ADJUSTED  
 MK1078  ___________________________________________________________________
 MK1078  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 MK1078  DYNAMIC HT  -         402.829 (meters)    1321.61  (feet)  COMP
 MK1078  MODELED GRAV-     980,238.1   (mgal)                       NAVD 88
 MK1078
 MK1078  VERT ORDER  -  SECOND    CLASS 0
 MK1078
 MK1078.The horizontal coordinates were scaled from a topographic map and have
 MK1078.an estimated accuracy of +/- 6 seconds.
 MK1078
 MK1078.The orthometric height was determined by differential leveling
 MK1078.and adjusted by the National Geodetic Survey in June 1991..
 MK1078
 MK1078.The geoid height was determined by GEOID03.
 MK1078
 MK1078.The dynamic height is computed by dividing the NAVD 88
 MK1078.geopotential number by the normal gravity value computed on the
 MK1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1078.degrees latitude (g = 980.6199 gals.).
 MK1078
 MK1078.The modeled gravity was interpolated from observed gravity values.
 MK1078
 MK1078;                    North         East    Units  Estimated Accuracy
 MK1078;SPC NE       -   233,240.      769,930.      MT  (+/- 180 meters Scaled)
 MK1078
 MK1078                          SUPERSEDED SURVEY CONTROL
 MK1078
 MK1078  NGVD 29 (??/??/92)  402.832  (m)         1321.62   (f) ADJ UNCH    2 0
 MK1078
 MK1078.Superseded values are not recommended for survey control.
 MK1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1078.See file dsdata.txt to determine how the superseded data were derived.
 MK1078
 MK1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM870398(NAD 83)
 MK1078_MARKER: DB = BENCH MARK DISK
 MK1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1078_STAMPING: S-140-1935
 MK1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1078+STABILITY: SURFACE MOTION
 MK1078
 MK1078  HISTORY     - Date     Condition        Report By
 MK1078  HISTORY     - 1935     MONUMENTED       CGS
 MK1078  HISTORY     - 1965     MARK NOT FOUND   NGS
 MK1078
 MK1078                          STATION DESCRIPTION
 MK1078
 MK1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1078'4 MI NW FROM WEST POINT.
 MK1078'ALONG THE CHICAGO AND NORTH WESTERN RAILROAD BETWEEN WEST POINT
 MK1078'AND PILGER, 87.9 FEET NORTHEAST OF MILE POST NO. 41, 45.0 FEET
 MK1078'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY NO. 8, 40.5 FEET
 MK1078'NORTHEAST OF THE NORTHEAST RAIL.
 MK1078
 MK1078                          STATION RECOVERY (1965)
 MK1078
 MK1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MK1078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0091 ***********************************************************************
 LH0091  DESIGNATION -  S 15
 LH0091  PID         -  LH0091
 LH0091  STATE/COUNTY-  NE/ADAMS
 LH0091  USGS QUAD   -  HASTINGS EAST (1983)
 LH0091
 LH0091                         *CURRENT SURVEY CONTROL
 LH0091  ___________________________________________________________________
 LH0091* NAD 83(1986)-  40 35 12.     (N)    098 18 57.     (W)     SCALED    
 LH0091* NAVD 88     -       578.948  (meters)    1899.43   (feet)  ADJUSTED  
 LH0091  ___________________________________________________________________
 LH0091  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 LH0091  DYNAMIC HT  -         578.628 (meters)    1898.38  (feet)  COMP
 LH0091  MODELED GRAV-     980,053.2   (mgal)                       NAVD 88
 LH0091
 LH0091  VERT ORDER  -  FIRST     CLASS II
 LH0091
 LH0091.The horizontal coordinates were scaled from a topographic map and have
 LH0091.an estimated accuracy of +/- 6 seconds.
 LH0091
 LH0091.The orthometric height was determined by differential leveling
 LH0091.and adjusted by the National Geodetic Survey in June 1991..
 LH0091
 LH0091.The geoid height was determined by GEOID03.
 LH0091
 LH0091.The dynamic height is computed by dividing the NAVD 88
 LH0091.geopotential number by the normal gravity value computed on the
 LH0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0091.degrees latitude (g = 980.6199 gals.).
 LH0091
 LH0091.The modeled gravity was interpolated from observed gravity values.
 LH0091
 LH0091;                    North         East    Units  Estimated Accuracy
 LH0091;SPC NE       -    85,030.      642,540.      MT  (+/- 180 meters Scaled)
 LH0091
 LH0091                          SUPERSEDED SURVEY CONTROL
 LH0091
 LH0091  NGVD 29 (??/??/92)  578.724  (m)         1898.70   (f) ADJ UNCH    1 2
 LH0091
 LH0091.Superseded values are not recommended for survey control.
 LH0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0091.See file dsdata.txt to determine how the superseded data were derived.
 LH0091
 LH0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK578931(NAD 83)
 LH0091_MARKER: DB = BENCH MARK DISK
 LH0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0091_STAMPING: 1898.772 S 15 1933
 LH0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0091+STABILITY: SURFACE MOTION
 LH0091
 LH0091  HISTORY     - Date     Condition        Report By
 LH0091  HISTORY     - 1933     MONUMENTED       CGS
 LH0091  HISTORY     - 1934     GOOD             NGS
 LH0091  HISTORY     - 19911006 MARK NOT FOUND   NGS
 LH0091
 LH0091                          STATION DESCRIPTION
 LH0091
 LH0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0091'1 MI W FROM HALLORAN.
 LH0091'1 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0091'FROM THE STATION SIGN AT HALLORAN, ADAMS COUNTY, 3.8 MILES
 LH0091'EAST OF THE STATION AT HASTINGS, AT MILEAGE 152.4, AT A ROAD
 LH0091'CROSSING, 75 FEET EAST OF THE CENTERLINE OF THE ROAD, 61.7 FEET
 LH0091'NORTH OF THE CENTERLINE OF THE TRACK, AND 39 FEET SOUTH OF THE
 LH0091'NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1898.772
 LH0091'S 15 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LH0091'INCHES ABOVE GROUND.
 LH0091
 LH0091                          STATION RECOVERY (1991)
 LH0091
 LH0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0091'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0253 ***********************************************************************
 LJ0253  DESIGNATION -  S 158
 LJ0253  PID         -  LJ0253
 LJ0253  STATE/COUNTY-  NE/CHASE
 LJ0253  USGS QUAD   -  ENDERS (1973)
 LJ0253
 LJ0253                         *CURRENT SURVEY CONTROL
 LJ0253  ___________________________________________________________________
 LJ0253* NAD 83(1986)-  40 27 09.     (N)    101 32 03.     (W)     SCALED    
 LJ0253* NAVD 88     -       960.766  (meters)    3152.11   (feet)  ADJUSTED  
 LJ0253  ___________________________________________________________________
 LJ0253  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 LJ0253  DYNAMIC HT  -         960.112 (meters)    3149.97  (feet)  COMP
 LJ0253  MODELED GRAV-     979,912.3   (mgal)                       NAVD 88
 LJ0253
 LJ0253  VERT ORDER  -  SECOND    CLASS 0
 LJ0253
 LJ0253.The horizontal coordinates were scaled from a topographic map and have
 LJ0253.an estimated accuracy of +/- 6 seconds.
 LJ0253
 LJ0253.The orthometric height was determined by differential leveling
 LJ0253.and adjusted by the National Geodetic Survey in June 1991..
 LJ0253
 LJ0253.The geoid height was determined by GEOID03.
 LJ0253
 LJ0253.The dynamic height is computed by dividing the NAVD 88
 LJ0253.geopotential number by the normal gravity value computed on the
 LJ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0253.degrees latitude (g = 980.6199 gals.).
 LJ0253
 LJ0253.The modeled gravity was interpolated from observed gravity values.
 LJ0253
 LJ0253;                    North         East    Units  Estimated Accuracy
 LJ0253;SPC NE       -    69,900.      369,890.      MT  (+/- 180 meters Scaled)
 LJ0253
 LJ0253                          SUPERSEDED SURVEY CONTROL
 LJ0253
 LJ0253  NGVD 29 (??/??/92)  960.388  (m)         3150.87   (f) ADJ UNCH    2 0
 LJ0253
 LJ0253.Superseded values are not recommended for survey control.
 LJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0253.See file dsdata.txt to determine how the superseded data were derived.
 LJ0253
 LJ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK851810(NAD 83)
 LJ0253_MARKER: DB = BENCH MARK DISK
 LJ0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0253_SP_SET: BUILDING
 LJ0253_STAMPING: S-158 1934
 LJ0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0253
 LJ0253  HISTORY     - Date     Condition        Report By
 LJ0253  HISTORY     - 1934     MONUMENTED       CGS
 LJ0253  HISTORY     - 1941     GOOD             NGS
 LJ0253
 LJ0253                          STATION DESCRIPTION
 LJ0253
 LJ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0253'AT ENDERS.
 LJ0253'AT ENDERS, AT FARMERS SUPPLY COMPANY BUILDING.  SOUTH EAST
 LJ0253'CORNER OF BUILDING, 4 FEET ABOVE GROUND.  IN BRICK WALL, ABOUT
 LJ0253'200 FEET NORTH OF RAILROAD STATION.
 LJ0253
 LJ0253                          STATION RECOVERY (1941)
 LJ0253
 LJ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LJ0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0660 ***********************************************************************
 ML0660  DESIGNATION -  S 16
 ML0660  PID         -  ML0660
 ML0660  STATE/COUNTY-  NE/CUSTER
 ML0660  USGS QUAD   -  ANSLEY (1978)
 ML0660
 ML0660                         *CURRENT SURVEY CONTROL
 ML0660  ___________________________________________________________________
 ML0660* NAD 83(1986)-  41 17 22.     (N)    099 23 08.     (W)     SCALED    
 ML0660* NAVD 88     -       702.567  (meters)    2305.01   (feet)  ADJUSTED  
 ML0660  ___________________________________________________________________
 ML0660  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 ML0660  DYNAMIC HT  -         702.194 (meters)    2303.78  (feet)  COMP
 ML0660  MODELED GRAV-     980,070.1   (mgal)                       NAVD 88
 ML0660
 ML0660  VERT ORDER  -  FIRST     CLASS II
 ML0660
 ML0660.The horizontal coordinates were scaled from a topographic map and have
 ML0660.an estimated accuracy of +/- 6 seconds.
 ML0660
 ML0660.The orthometric height was determined by differential leveling
 ML0660.and adjusted by the National Geodetic Survey in June 1991..
 ML0660
 ML0660.The geoid height was determined by GEOID03.
 ML0660
 ML0660.The dynamic height is computed by dividing the NAVD 88
 ML0660.geopotential number by the normal gravity value computed on the
 ML0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0660.degrees latitude (g = 980.6199 gals.).
 ML0660
 ML0660.The modeled gravity was interpolated from observed gravity values.
 ML0660
 ML0660;                    North         East    Units  Estimated Accuracy
 ML0660;SPC NE       -   161,850.      551,450.      MT  (+/- 180 meters Scaled)
 ML0660
 ML0660                          SUPERSEDED SURVEY CONTROL
 ML0660
 ML0660  NGVD 29 (??/??/92)  702.326  (m)         2304.21   (f) ADJ UNCH    1 2
 ML0660
 ML0660.Superseded values are not recommended for survey control.
 ML0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0660.See file dsdata.txt to determine how the superseded data were derived.
 ML0660
 ML0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML677709(NAD 83)
 ML0660_MARKER: DB = BENCH MARK DISK
 ML0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0660_STAMPING: S 16 1933
 ML0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0660+STABILITY: SURFACE MOTION
 ML0660
 ML0660  HISTORY     - Date     Condition        Report By
 ML0660  HISTORY     - 1933     MONUMENTED       CGS
 ML0660  HISTORY     - 1968     GOOD             NGS
 ML0660  HISTORY     - 20040809 GOOD             USPSQD
 ML0660
 ML0660                          STATION DESCRIPTION
 ML0660
 ML0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ML0660'AT ANSLEY.
 ML0660'AT ANSLEY, CUSTER COUNTY, AT THE LIGHT AND WATER PLANT, 13 FEET
 ML0660'SOUTHEAST OF THE SOUTHEAST CORNER, 11 FEET WEST OF THE PROPERTY
 ML0660'LINE AND SIDEWALK, AND 2 FEET SOUTH OF THE CONCRETE WALK LEADING
 ML0660'TO THE PLANT.  A STANDARD DISK, STAMPED 2304.215 S 16 1933 AND
 ML0660'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 ML0660'ABOVE GROUND.
 ML0660
 ML0660                          STATION RECOVERY (2004)
 ML0660
 ML0660'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 ML0660'MARK FOUND GOOD. MARK IS SOUTH OF U.S. HIGHWAY 92, ON THE WEST EDGE OF
 ML0660'THE TOWN OF ANSLEY, 1/4 BLOCK EAST OF THE ENTRANCE TO A BALL PARK, 1
 ML0660'FOOT SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0459 ***********************************************************************
 LJ0459  DESIGNATION -  S 16 RM
 LJ0459  PID         -  LJ0459
 LJ0459  STATE/COUNTY-  NE/RED WILLOW
 LJ0459  USGS QUAD   -  MC COOK WEST (1983)
 LJ0459
 LJ0459                         *CURRENT SURVEY CONTROL
 LJ0459  ___________________________________________________________________
 LJ0459* NAD 83(1995)-  40 14 06.71098(N)    100 43 20.53448(W)     ADJUSTED  
 LJ0459* NAVD 88     -       769.     (meters)    2523.     (feet)  SCALED    
 LJ0459  ___________________________________________________________________
 LJ0459  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LJ0459  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 LJ0459
 LJ0459  HORZ ORDER  -  SECOND
 LJ0459
 LJ0459.The horizontal coordinates were established by classical geodetic methods
 LJ0459.and adjusted by the National Geodetic Survey in August 1997..
 LJ0459
 LJ0459.The orthometric height was scaled from a topographic map.
 LJ0459
 LJ0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0459
 LJ0459.The geoid height was determined by GEOID03.
 LJ0459
 LJ0459;                    North         East     Units Scale Factor Converg.
 LJ0459;SPC NE       -    44,877.294   438,532.884   MT  0.99990195   -0 28 43.4
 LJ0459;UTM  14      - 4,455,285.103   353,480.913   MT  0.99986427   -1 06 45.8
 LJ0459
 LJ0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0459!SPC NE       -   0.99988306  x   0.99990195  =   0.99978502
 LJ0459!UTM  14      -   0.99988306  x   0.99986427  =   0.99974735
 LJ0459
 LJ0459                          SUPERSEDED SURVEY CONTROL
 LJ0459
 LJ0459  NAD 83(1986)-  40 14 06.71510(N)    100 43 20.54028(W) AD(       ) 2
 LJ0459  NAD 27      -  40 14 06.71165(N)    100 43 18.97886(W) AD(       ) 2
 LJ0459
 LJ0459.Superseded values are not recommended for survey control.
 LJ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0459.See file dsdata.txt to determine how the superseded data were derived.
 LJ0459
 LJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5348155285(NAD 83)
 LJ0459_MARKER: DD = SURVEY DISK
 LJ0459_SETTING: 0 = UNSPECIFIED SETTING
 LJ0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0459
 LJ0459  HISTORY     - Date     Condition        Report By
 LJ0459  HISTORY     - 1951     MONUMENTED       CGS
 LJ0459
 LJ0459                          STATION DESCRIPTION
 LJ0459
 LJ0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LJ0459'A U.S. CADASTRAL SURVEY MARK WAS USED FOR REFERENCE MARK NUMBER
 LJ0459'2.  IT IS A STANDARD U.S. CADASTRAL SURVEY MARK RIVETED ON THE
 LJ0459'TOP OF A 3 INCH IRON PIPE.  IT IS STAMPED 6 S R.M. 41.5 FT.
 LJ0459'AND PROJECTS 6 INCHES.
 LJ0459'
 LJ0459'REFERENCE MARK NO. 2 IS 29 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LJ0459'GRAVELED ROAD, 11 FEET NORTH OF THE NORTH END OF A WIRE GATE
 LJ0459'AND 0.4 FOOT WEST-SOUTHWEST OF A ROUND WITNESS POST.
 LJ0459'
 LJ0459'TO REACH THE STATION FROM THE POST OFFICE IN MC COOK, GO SOUTH
 LJ0459'ON A PAVED STREET FOR 0.15 MILE TO U.S. HIGHWAYS 6, 34 AND 83.
 LJ0459'TURN RIGHT AND GO WEST ON THE HIGHWAYS FOR 0.8 MILE TO THE
 LJ0459'POINT WHERE U.S. HIGHWAY 83 TURNS NORTH, CONTINUE WESTERLY
 LJ0459'ON U.S. HIGHWAYS 6 AND 34 FOR 4.5 MILES TO A CROSSROAD JUST
 LJ0459'EAST OF THE PERRY ELEVATORS.  TURN RIGHT AND GO NORTH ON A
 LJ0459'GRAVELED ROAD FOR 1.7 MILES TO THE STATION ON THE LEFT AS
 LJ0459'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0268 ***********************************************************************
 LJ0268  DESIGNATION -  S 160
 LJ0268  PID         -  LJ0268
 LJ0268  STATE/COUNTY-  NE/CHASE
 LJ0268  USGS QUAD   -  IMPERIAL (1973)
 LJ0268
 LJ0268                         *CURRENT SURVEY CONTROL
 LJ0268  ___________________________________________________________________
 LJ0268* NAD 83(1986)-  40 37 26.     (N)    101 37 43.     (W)     SCALED    
 LJ0268* NAVD 88     -      1004.513  (meters)    3295.64   (feet)  ADJUSTED  
 LJ0268  ___________________________________________________________________
 LJ0268  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 LJ0268  DYNAMIC HT  -        1003.839 (meters)    3293.43  (feet)  COMP
 LJ0268  MODELED GRAV-     979,919.4   (mgal)                       NAVD 88
 LJ0268
 LJ0268  VERT ORDER  -  SECOND    CLASS 0
 LJ0268
 LJ0268.The horizontal coordinates were scaled from a topographic map and have
 LJ0268.an estimated accuracy of +/- 6 seconds.
 LJ0268
 LJ0268.The orthometric height was determined by differential leveling
 LJ0268.and adjusted by the National Geodetic Survey in June 1991..
 LJ0268
 LJ0268.The geoid height was determined by GEOID03.
 LJ0268
 LJ0268.The dynamic height is computed by dividing the NAVD 88
 LJ0268.geopotential number by the normal gravity value computed on the
 LJ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0268.degrees latitude (g = 980.6199 gals.).
 LJ0268
 LJ0268.The modeled gravity was interpolated from observed gravity values.
 LJ0268
 LJ0268;                    North         East    Units  Estimated Accuracy
 LJ0268;SPC NE       -    89,070.      362,240.      MT  (+/- 180 meters Scaled)
 LJ0268
 LJ0268                          SUPERSEDED SURVEY CONTROL
 LJ0268
 LJ0268  NGVD 29 (??/??/92) 1004.114  (m)         3294.33   (f) ADJ UNCH    2 0
 LJ0268
 LJ0268.Superseded values are not recommended for survey control.
 LJ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0268.See file dsdata.txt to determine how the superseded data were derived.
 LJ0268
 LJ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL776003(NAD 83)
 LJ0268_MARKER: DB = BENCH MARK DISK
 LJ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0268_STAMPING: S-160 1934
 LJ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0268+STABILITY: SURFACE MOTION
 LJ0268
 LJ0268  HISTORY     - Date     Condition        Report By
 LJ0268  HISTORY     - 1934     MONUMENTED       CGS
 LJ0268
 LJ0268                          STATION DESCRIPTION
 LJ0268
 LJ0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0268'8.9 MI N FROM IMPERIAL.
 LJ0268'8.9 MILES NORTH OF BURLINGTON STATION AT IMPERIAL, ON HIGHWAY
 LJ0268'61.  41 FEET EAST OF EAST CENTER OF HIGHWAY.  2 FEET WEST OF
 LJ0268'PROPERTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0269 ***********************************************************************
 LJ0269  DESIGNATION -  S 160 RESET
 LJ0269  PID         -  LJ0269
 LJ0269  STATE/COUNTY-  NE/CHASE
 LJ0269  USGS QUAD   -  IMPERIAL (1973)
 LJ0269
 LJ0269                         *CURRENT SURVEY CONTROL
 LJ0269  ___________________________________________________________________
 LJ0269* NAD 83(1986)-  40 37 26.     (N)    101 37 43.     (W)     SCALED    
 LJ0269* NAVD 88     -      1004.70   (meters)    3296.3    (feet)  RESET     
 LJ0269  ___________________________________________________________________
 LJ0269  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 LJ0269
 LJ0269  VERT ORDER  -  THIRD
 LJ0269
 LJ0269.The horizontal coordinates were scaled from a topographic map and have
 LJ0269.an estimated accuracy of +/- 6 seconds.
 LJ0269
 LJ0269.The orthometric height was computed from unverified reset data.
 LJ0269
 LJ0269.The geoid height was determined by GEOID03.
 LJ0269
 LJ0269;                    North         East    Units  Estimated Accuracy
 LJ0269;SPC NE       -    89,070.      362,240.      MT  (+/- 180 meters Scaled)
 LJ0269
 LJ0269                          SUPERSEDED SURVEY CONTROL
 LJ0269
 LJ0269  NGVD 29 (??/??/??) 1004.30   (m)         3294.9    (f) RESET       3  
 LJ0269
 LJ0269.Superseded values are not recommended for survey control.
 LJ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0269.See file dsdata.txt to determine how the superseded data were derived.
 LJ0269
 LJ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL776003(NAD 83)
 LJ0269_MARKER: DB = BENCH MARK DISK
 LJ0269_SETTING: 0 = UNSPECIFIED SETTING
 LJ0269_STAMPING: S 160 RESET 1950
 LJ0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LJ0269
 LJ0269  HISTORY     - Date     Condition        Report By
 LJ0269  HISTORY     - 1950     MONUMENTED       NEDR
 LJ0269
 LJ0269                          STATION DESCRIPTION
 LJ0269
 LJ0269'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1950
 LJ0269'8.9 MI N FROM IMPERIAL.
 LJ0269'8.9 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHICAGO,
 LJ0269'BURLINGTON AND QUINCY RAILROAD STATION AT IMPERIAL, AT SURVEY
 LJ0269'STATION 430+23, AND 50 FEET EAST OF THE CENTERLINE OF THE
 LJ0269'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0157 ***********************************************************************
 LJ0157  DESIGNATION -  S 161
 LJ0157  PID         -  LJ0157
 LJ0157  STATE/COUNTY-  NE/PERKINS
 LJ0157  USGS QUAD   -  ELSIE (1973)
 LJ0157
 LJ0157                         *CURRENT SURVEY CONTROL
 LJ0157  ___________________________________________________________________
 LJ0157* NAD 83(1986)-  40 51 01.     (N)    101 28 13.     (W)     SCALED    
 LJ0157* NAVD 88     -      1007.762  (meters)    3306.30   (feet)  ADJUSTED  
 LJ0157  ___________________________________________________________________
 LJ0157  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 LJ0157  DYNAMIC HT  -        1007.100 (meters)    3304.13  (feet)  COMP
 LJ0157  MODELED GRAV-     979,932.5   (mgal)                       NAVD 88
 LJ0157
 LJ0157  VERT ORDER  -  SECOND    CLASS 0
 LJ0157
 LJ0157.The horizontal coordinates were scaled from a topographic map and have
 LJ0157.an estimated accuracy of +/- 6 seconds.
 LJ0157
 LJ0157.The orthometric height was determined by differential leveling
 LJ0157.and adjusted by the National Geodetic Survey in June 1991..
 LJ0157
 LJ0157.The geoid height was determined by GEOID03.
 LJ0157
 LJ0157.The dynamic height is computed by dividing the NAVD 88
 LJ0157.geopotential number by the normal gravity value computed on the
 LJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0157.degrees latitude (g = 980.6199 gals.).
 LJ0157
 LJ0157.The modeled gravity was interpolated from observed gravity values.
 LJ0157
 LJ0157;                    North         East    Units  Estimated Accuracy
 LJ0157;SPC NE       -   113,960.      376,060.      MT  (+/- 180 meters Scaled)
 LJ0157
 LJ0157                          SUPERSEDED SURVEY CONTROL
 LJ0157
 LJ0157  NGVD 29 (??/??/92) 1007.353  (m)         3304.96   (f) ADJ UNCH    2 0
 LJ0157
 LJ0157.Superseded values are not recommended for survey control.
 LJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0157.See file dsdata.txt to determine how the superseded data were derived.
 LJ0157
 LJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL917250(NAD 83)
 LJ0157_MARKER: DB = BENCH MARK DISK
 LJ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0157_STAMPING: S 161 1934
 LJ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0157+STABILITY: SURFACE MOTION
 LJ0157
 LJ0157  HISTORY     - Date     Condition        Report By
 LJ0157  HISTORY     - 1934     MONUMENTED       CGS
 LJ0157
 LJ0157                          STATION DESCRIPTION
 LJ0157
 LJ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0157'3.8 MI E FROM MADRID.
 LJ0157'3.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0157'FROM THE STATION AT MADRID, PERKINS COUNTY, 45 FEET NORTH OF THE
 LJ0157'CENTERLINE OF STATE HIGHWAY 23, AND 30 FEET SOUTH OF THE CENTERLINE
 LJ0157'OF THE TRACK.  A STANDARD DISK, STAMPED S 161 1934 AND SET IN THE
 LJ0157'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0177 ***********************************************************************
 LJ0177  DESIGNATION -  S 162
 LJ0177  PID         -  LJ0177
 LJ0177  STATE/COUNTY-  NE/HAYES
 LJ0177  USGS QUAD   -  HAYES CENTER SW (1974)
 LJ0177
 LJ0177                         *CURRENT SURVEY CONTROL
 LJ0177  ___________________________________________________________________
 LJ0177* NAD 83(1986)-  40 35 47.     (N)    101 11 33.     (W)     SCALED    
 LJ0177* NAVD 88     -       976.483  (meters)    3203.68   (feet)  ADJUSTED  
 LJ0177  ___________________________________________________________________
 LJ0177  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 LJ0177  DYNAMIC HT  -         975.833 (meters)    3201.55  (feet)  COMP
 LJ0177  MODELED GRAV-     979,925.5   (mgal)                       NAVD 88
 LJ0177
 LJ0177  VERT ORDER  -  SECOND    CLASS 0
 LJ0177
 LJ0177.The horizontal coordinates were scaled from a topographic map and have
 LJ0177.an estimated accuracy of +/- 6 seconds.
 LJ0177
 LJ0177.The orthometric height was determined by differential leveling
 LJ0177.and adjusted by the National Geodetic Survey in June 1991..
 LJ0177
 LJ0177.The geoid height was determined by GEOID03.
 LJ0177
 LJ0177.The dynamic height is computed by dividing the NAVD 88
 LJ0177.geopotential number by the normal gravity value computed on the
 LJ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0177.degrees latitude (g = 980.6199 gals.).
 LJ0177
 LJ0177.The modeled gravity was interpolated from observed gravity values.
 LJ0177
 LJ0177;                    North         East    Units  Estimated Accuracy
 LJ0177;SPC NE       -    85,420.      399,080.      MT  (+/- 180 meters Scaled)
 LJ0177
 LJ0177                          SUPERSEDED SURVEY CONTROL
 LJ0177
 LJ0177  NGVD 29 (??/??/92)  976.096  (m)         3202.41   (f) ADJ UNCH    2 0
 LJ0177
 LJ0177.Superseded values are not recommended for survey control.
 LJ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0177.See file dsdata.txt to determine how the superseded data were derived.
 LJ0177
 LJ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK144962(NAD 83)
 LJ0177_MARKER: DB = BENCH MARK DISK
 LJ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0177_STAMPING: S-162 1934
 LJ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0177+STABILITY: SURFACE MOTION
 LJ0177
 LJ0177  HISTORY     - Date     Condition        Report By
 LJ0177  HISTORY     - 1934     MONUMENTED       CGS
 LJ0177  HISTORY     - 1938     GOOD             NGS
 LJ0177  HISTORY     - 1942     MARK NOT FOUND   NGS
 LJ0177  HISTORY     - 1974     MARK NOT FOUND   USGS
 LJ0177
 LJ0177                          STATION DESCRIPTION
 LJ0177
 LJ0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LJ0177'14.5 MI NW FROM HAYES CENTER.
 LJ0177'ALONG STATE HWY. 17.  300 FEET OF FARM ROAD TO WEST AND WOODEN BRIDGE,
 LJ0177'44 FEET EAST OF CENTERLINE OF HIGHWAY.  A STANDARD DISK SET IN
 LJ0177'TOP OF A CONCRETE POST.
 LJ0177
 LJ0177                          STATION RECOVERY (1942)
 LJ0177
 LJ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LJ0177'MARK NOT FOUND.
 LJ0177
 LJ0177                          STATION RECOVERY (1974)
 LJ0177
 LJ0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LJ0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0299 ***********************************************************************
 LH0299  DESIGNATION -  S 163 RESET
 LH0299  PID         -  LH0299
 LH0299  STATE/COUNTY-  NE/NUCKOLLS
 LH0299  USGS QUAD   -  SUPERIOR (1983)
 LH0299
 LH0299                         *CURRENT SURVEY CONTROL
 LH0299  ___________________________________________________________________
 LH0299* NAD 83(1986)-  40 00 59.     (N)    098 03 21.     (W)     SCALED    
 LH0299* NAVD 88     -       481.358  (meters)    1579.26   (feet)  ADJUSTED  
 LH0299  ___________________________________________________________________
 LH0299  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 LH0299  DYNAMIC HT  -         481.077 (meters)    1578.33  (feet)  COMP
 LH0299  MODELED GRAV-     980,027.1   (mgal)                       NAVD 88
 LH0299
 LH0299  VERT ORDER  -  FIRST     CLASS II
 LH0299
 LH0299.The horizontal coordinates were scaled from a topographic map and have
 LH0299.an estimated accuracy of +/- 6 seconds.
 LH0299
 LH0299.The orthometric height was determined by differential leveling
 LH0299.and adjusted by the National Geodetic Survey in June 1991..
 LH0299
 LH0299.The geoid height was determined by GEOID03.
 LH0299
 LH0299.The dynamic height is computed by dividing the NAVD 88
 LH0299.geopotential number by the normal gravity value computed on the
 LH0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0299.degrees latitude (g = 980.6199 gals.).
 LH0299
 LH0299.The modeled gravity was interpolated from observed gravity values.
 LH0299
 LH0299;                    North         East    Units  Estimated Accuracy
 LH0299;SPC NE       -    22,190.      665,970.      MT  (+/- 180 meters Scaled)
 LH0299
 LH0299                          SUPERSEDED SURVEY CONTROL
 LH0299
 LH0299  NGVD 29 (??/??/92)  481.184  (m)         1578.68   (f) ADJ UNCH    1 2
 LH0299
 LH0299.Superseded values are not recommended for survey control.
 LH0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0299.See file dsdata.txt to determine how the superseded data were derived.
 LH0299
 LH0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK805300(NAD 83)
 LH0299_MARKER: DB = BENCH MARK DISK
 LH0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0299_SP_SET: CONCRETE BASE
 LH0299_STAMPING: S 163 RESET 1942
 LH0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0299
 LH0299  HISTORY     - Date     Condition        Report By
 LH0299  HISTORY     - 1942     MONUMENTED       CGS
 LH0299  HISTORY     - 1947     GOOD             NGS
 LH0299
 LH0299                          STATION DESCRIPTION
 LH0299
 LH0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LH0299'AT SUPERIOR.
 LH0299'AT SUPERIOR, 0.8 MILE EAST ALONG THE CHICAGO, BURLINGTON AND
 LH0299'QUINCY RAILROAD FROM THE STATION, AT THE CROSSING OF THE CHICAGO,
 LH0299'BURLINGTON AND QUINCY RAILROAD AND THE ATCHISON, TOPEKA AND
 LH0299'SANTA FE RAILROAD, 29.1 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 LH0299'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 23.1 FEET NORTH OF
 LH0299'THE NORTH RAIL OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LH0299'14.4 FEET EAST OF THE SOUTHWEST CORNER OF AN OLD CONCRETE
 LH0299'FOUNDATION, 10.8 FEET WEST OF THE SOUTHEAST CORNER OF THE
 LH0299'FOUNDATION, 1.8 FEET SOUTH OF THE SOUTH FACE OF THE FOUNDATION,
 LH0299'SET IN THE NORTH CORNER OF THE CONCRETE BASE OF A SWITCH, LEVEL
 LH0299'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0685 ***********************************************************************
 LH0685  DESIGNATION -  S 164
 LH0685  PID         -  LH0685
 LH0685  STATE/COUNTY-  NE/PHELPS
 LH0685  USGS QUAD   -  AXTELL WEST (1970)
 LH0685
 LH0685                         *CURRENT SURVEY CONTROL
 LH0685  ___________________________________________________________________
 LH0685* NAD 83(1986)-  40 28 01.     (N)    099 12 11.     (W)     SCALED    
 LH0685* NAVD 88     -       679.688  (meters)    2229.94   (feet)  ADJUSTED  
 LH0685  ___________________________________________________________________
 LH0685  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 LH0685  DYNAMIC HT  -         679.272 (meters)    2228.58  (feet)  COMP
 LH0685  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 LH0685
 LH0685  VERT ORDER  -  SECOND    CLASS 0
 LH0685
 LH0685.The horizontal coordinates were scaled from a topographic map and have
 LH0685.an estimated accuracy of +/- 6 seconds.
 LH0685
 LH0685.The orthometric height was determined by differential leveling
 LH0685.and adjusted by the National Geodetic Survey in June 1991..
 LH0685
 LH0685.The geoid height was determined by GEOID03.
 LH0685
 LH0685.The dynamic height is computed by dividing the NAVD 88
 LH0685.geopotential number by the normal gravity value computed on the
 LH0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0685.degrees latitude (g = 980.6199 gals.).
 LH0685
 LH0685.The modeled gravity was interpolated from observed gravity values.
 LH0685
 LH0685;                    North         East    Units  Estimated Accuracy
 LH0685;SPC NE       -    70,660.      567,580.      MT  (+/- 180 meters Scaled)
 LH0685
 LH0685                          SUPERSEDED SURVEY CONTROL
 LH0685
 LH0685  NGVD 29 (??/??/92)  679.412  (m)         2229.04   (f) ADJ UNCH    2 0
 LH0685
 LH0685.Superseded values are not recommended for survey control.
 LH0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0685.See file dsdata.txt to determine how the superseded data were derived.
 LH0685
 LH0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK827796(NAD 83)
 LH0685_MARKER: DB = BENCH MARK DISK
 LH0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0685_STAMPING: S 164 1934
 LH0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0685+STABILITY: SURFACE MOTION
 LH0685
 LH0685  HISTORY     - Date     Condition        Report By
 LH0685  HISTORY     - 1934     MONUMENTED       CGS
 LH0685  HISTORY     - 1941     GOOD             NGS
 LH0685  HISTORY     - 1968     MARK NOT FOUND   USGS
 LH0685
 LH0685                          STATION DESCRIPTION
 LH0685
 LH0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LH0685'4.4 MI W FROM AXTELL.
 LH0685'IN PHELPS COUNTY, 4.4 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LH0685'AND QUINCY RAILROAD FROM THE STATION AT AXTELL, KEARNEY COUNTY,
 LH0685'100 FEET EAST OF A ROAD CROSSING, 72 FEET SOUTH OF THE CENTERLINE
 LH0685'OF THE TRACK, IN LINE WITH A ROW OF POLES, AND ABOUT 8 FEET
 LH0685'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S 164 1934 AND
 LH0685'SET IN THE TOP OF A CONCRETE POST.
 LH0685
 LH0685                          STATION RECOVERY (1968)
 LH0685
 LH0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LH0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0025 ***********************************************************************
 LJ0025  DESIGNATION -  S 165
 LJ0025  PID         -  LJ0025
 LJ0025  STATE/COUNTY-  NE/FRONTIER
 LJ0025  USGS QUAD   -  FARNAM (1970)
 LJ0025
 LJ0025                         *CURRENT SURVEY CONTROL
 LJ0025  ___________________________________________________________________
 LJ0025* NAD 83(1986)-  40 41 52.     (N)    100 09 44.     (W)     SCALED    
 LJ0025* NAVD 88     -       823.882  (meters)    2703.02   (feet)  ADJUSTED  
 LJ0025  ___________________________________________________________________
 LJ0025  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 LJ0025  DYNAMIC HT  -         823.365 (meters)    2701.32  (feet)  COMP
 LJ0025  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
 LJ0025
 LJ0025  VERT ORDER  -  SECOND    CLASS 0
 LJ0025
 LJ0025.The horizontal coordinates were scaled from a topographic map and have
 LJ0025.an estimated accuracy of +/- 6 seconds.
 LJ0025
 LJ0025.The orthometric height was determined by differential leveling
 LJ0025.and adjusted by the National Geodetic Survey in June 1991..
 LJ0025
 LJ0025.The geoid height was determined by GEOID03.
 LJ0025
 LJ0025.The dynamic height is computed by dividing the NAVD 88
 LJ0025.geopotential number by the normal gravity value computed on the
 LJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0025.degrees latitude (g = 980.6199 gals.).
 LJ0025
 LJ0025.The modeled gravity was interpolated from observed gravity values.
 LJ0025
 LJ0025;                    North         East    Units  Estimated Accuracy
 LJ0025;SPC NE       -    95,990.      486,290.      MT  (+/- 180 meters Scaled)
 LJ0025
 LJ0025                          SUPERSEDED SURVEY CONTROL
 LJ0025
 LJ0025  NGVD 29 (??/??/92)  823.552  (m)         2701.94   (f) ADJ UNCH    2 0
 LJ0025
 LJ0025.Superseded values are not recommended for survey control.
 LJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0025.See file dsdata.txt to determine how the superseded data were derived.
 LJ0025
 LJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML018058(NAD 83)
 LJ0025_MARKER: DB = BENCH MARK DISK
 LJ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0025_STAMPING: S 165 1934
 LJ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0025+STABILITY: SURFACE MOTION
 LJ0025
 LJ0025  HISTORY     - Date     Condition        Report By
 LJ0025  HISTORY     - 1934     MONUMENTED       CGS
 LJ0025  HISTORY     - 1970     MARK NOT FOUND   NGS
 LJ0025
 LJ0025                          STATION DESCRIPTION
 LJ0025
 LJ0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0025'2.8 MI E FROM FARNAM.
 LJ0025'IN FRONTIER COUNTY, 2.8 MILES EAST ALONG THE CHICAGO, BURLINGTON
 LJ0025'AND QUINCY RAILROAD FROM THE STATION AT FARNAM, DAWSON COUNTY,
 LJ0025'100 YARDS WEST OF BRIDGE 47.27, 48 FEET NORTH OF THE CENTERLINE
 LJ0025'OF THE TRACK, AND 54 FEET SOUTH OF THE CENTERLINE OF STATE
 LJ0025'HIGHWAY 23.  A STANDARD DISK, STAMPED S 165 1934 AND SET IN THE
 LJ0025'TOP OF A CONCRETE POST.
 LJ0025
 LJ0025                          STATION RECOVERY (1970)
 LJ0025
 LJ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LJ0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0748 ***********************************************************************
 LH0748  DESIGNATION -  S 166
 LH0748  PID         -  LH0748
 LH0748  STATE/COUNTY-  NE/HARLAN
 LH0748  USGS QUAD   -  STAMFORD (1958)
 LH0748
 LH0748                         *CURRENT SURVEY CONTROL
 LH0748  ___________________________________________________________________
 LH0748* NAD 83(1986)-  40 12 58.     (N)    099 33 47.     (W)     SCALED    
 LH0748* NAVD 88     -       623.500  (meters)    2045.60   (feet)  ADJUSTED  
 LH0748  ___________________________________________________________________
 LH0748  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 LH0748  DYNAMIC HT  -         623.117 (meters)    2044.34  (feet)  COMP
 LH0748  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 LH0748
 LH0748  VERT ORDER  -  SECOND    CLASS 0
 LH0748
 LH0748.The horizontal coordinates were scaled from a topographic map and have
 LH0748.an estimated accuracy of +/- 6 seconds.
 LH0748
 LH0748.The orthometric height was determined by differential leveling
 LH0748.and adjusted by the National Geodetic Survey in June 1991..
 LH0748
 LH0748.The geoid height was determined by GEOID03.
 LH0748
 LH0748.The dynamic height is computed by dividing the NAVD 88
 LH0748.geopotential number by the normal gravity value computed on the
 LH0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0748.degrees latitude (g = 980.6199 gals.).
 LH0748
 LH0748.The modeled gravity was interpolated from observed gravity values.
 LH0748
 LH0748;                    North         East    Units  Estimated Accuracy
 LH0748;SPC NE       -    42,600.      537,190.      MT  (+/- 180 meters Scaled)
 LH0748
 LH0748                          SUPERSEDED SURVEY CONTROL
 LH0748
 LH0748  NGVD 29 (??/??/92)  623.243  (m)         2044.76   (f) ADJ UNCH    2 0
 LH0748
 LH0748.Superseded values are not recommended for survey control.
 LH0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0748.See file dsdata.txt to determine how the superseded data were derived.
 LH0748
 LH0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK520518(NAD 83)
 LH0748_MARKER: DB = BENCH MARK DISK
 LH0748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0748_SP_SET: BRIDGE
 LH0748_STAMPING: S 166 1934
 LH0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0748
 LH0748  HISTORY     - Date     Condition        Report By
 LH0748  HISTORY     - 1934     MONUMENTED       CGS
 LH0748  HISTORY     - 1945     GOOD             USGS
 LH0748
 LH0748                          STATION DESCRIPTION
 LH0748
 LH0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0748'2.6 MI W FROM CARTER.
 LH0748'2.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0748'RAILROAD FROM THE STATION AT CARTER, HARLAN COUNTY, AT BRIDGE
 LH0748'NO. 255.11, IN THE TOP OF THE CONCRTE PIER AT THE NORTHWEST
 LH0748'CORNER OF THE BRIDGE, AND 8 FEET NORTH OF THE CENTER LINE
 LH0748'OF THE TRACK.  A STANDARD DISK, STAMPED S 166 1934.
 LH0748
 LH0748                          STATION RECOVERY (1945)
 LH0748
 LH0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 LH0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0554 ***********************************************************************
 LG0554  DESIGNATION -  S 167
 LG0554  PID         -  LG0554
 LG0554  STATE/COUNTY-  NE/JEFFERSON
 LG0554  USGS QUAD   -  FAIRBURY (1980)
 LG0554
 LG0554                         *CURRENT SURVEY CONTROL
 LG0554  ___________________________________________________________________
 LG0554* NAD 83(1986)-  40 09 39.     (N)    097 08 51.     (W)     SCALED    
 LG0554* NAVD 88     -       426.467  (meters)    1399.17   (feet)  ADJUSTED  
 LG0554  ___________________________________________________________________
 LG0554  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 LG0554  DYNAMIC HT  -         426.226 (meters)    1398.38  (feet)  COMP
 LG0554  MODELED GRAV-     980,046.6   (mgal)                       NAVD 88
 LG0554
 LG0554  VERT ORDER  -  SECOND    CLASS 0
 LG0554
 LG0554.The horizontal coordinates were scaled from a topographic map and have
 LG0554.an estimated accuracy of +/- 6 seconds.
 LG0554
 LG0554.The orthometric height was determined by differential leveling
 LG0554.and adjusted by the National Geodetic Survey in June 1991..
 LG0554
 LG0554.The geoid height was determined by GEOID03.
 LG0554
 LG0554.The dynamic height is computed by dividing the NAVD 88
 LG0554.geopotential number by the normal gravity value computed on the
 LG0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0554.degrees latitude (g = 980.6199 gals.).
 LG0554
 LG0554.The modeled gravity was interpolated from observed gravity values.
 LG0554
 LG0554;                    North         East    Units  Estimated Accuracy
 LG0554;SPC NE       -    40,370.      742,950.      MT  (+/- 180 meters Scaled)
 LG0554
 LG0554                          SUPERSEDED SURVEY CONTROL
 LG0554
 LG0554  NGVD 29 (??/??/92)  426.318  (m)         1398.68   (f) ADJ UNCH    2 0
 LG0554
 LG0554.Superseded values are not recommended for survey control.
 LG0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0554.See file dsdata.txt to determine how the superseded data were derived.
 LG0554
 LG0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK577472(NAD 83)
 LG0554_MARKER: DB = BENCH MARK DISK
 LG0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0554_STAMPING: S 167 1934
 LG0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0554+STABILITY: SURFACE MOTION
 LG0554
 LG0554  HISTORY     - Date     Condition        Report By
 LG0554  HISTORY     - 1934     MONUMENTED       CGS
 LG0554
 LG0554                          STATION DESCRIPTION
 LG0554
 LG0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0554'2.7 MI NE FROM FAIRBURY.
 LG0554'2.7 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0554'RAILROAD FROM THE STATION AT FAIRBURY, JEFFERSON COUNTY, TWO
 LG0554'POLES SOUTH OF MILEPOST 153, AT A ROAD CROSSING, 42 FEET EAST
 LG0554'OF THE CENTERLINE OF THE TRACK, AND 30 FEET SOUTH OF THE
 LG0554'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED S 167 1934 AND
 LG0554'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0336 ***********************************************************************
 LH0336  DESIGNATION -  S 168
 LH0336  PID         -  LH0336
 LH0336  STATE/COUNTY-  NE/ADAMS
 LH0336  USGS QUAD   -  ROSELAND (1969)
 LH0336
 LH0336                         *CURRENT SURVEY CONTROL
 LH0336  ___________________________________________________________________
 LH0336* NAD 83(1986)-  40 28 05.     (N)    098 36 37.     (W)     SCALED    
 LH0336* NAVD 88     -       605.350  (meters)    1986.05   (feet)  ADJUSTED  
 LH0336  ___________________________________________________________________
 LH0336  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 LH0336  DYNAMIC HT  -         605.001 (meters)    1984.91  (feet)  COMP
 LH0336  MODELED GRAV-     980,028.2   (mgal)                       NAVD 88
 LH0336
 LH0336  VERT ORDER  -  SECOND    CLASS 0
 LH0336
 LH0336.The horizontal coordinates were scaled from a topographic map and have
 LH0336.an estimated accuracy of +/- 6 seconds.
 LH0336
 LH0336.The orthometric height was determined by differential leveling
 LH0336.and adjusted by the National Geodetic Survey in June 1991..
 LH0336
 LH0336.The geoid height was determined by GEOID03.
 LH0336
 LH0336.The dynamic height is computed by dividing the NAVD 88
 LH0336.geopotential number by the normal gravity value computed on the
 LH0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0336.degrees latitude (g = 980.6199 gals.).
 LH0336
 LH0336.The modeled gravity was interpolated from observed gravity values.
 LH0336
 LH0336;                    North         East    Units  Estimated Accuracy
 LH0336;SPC NE       -    71,420.      617,830.      MT  (+/- 180 meters Scaled)
 LH0336
 LH0336                          SUPERSEDED SURVEY CONTROL
 LH0336
 LH0336  NGVD 29 (??/??/92)  605.112  (m)         1985.27   (f) ADJ UNCH    2 0
 LH0336
 LH0336.Superseded values are not recommended for survey control.
 LH0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0336.See file dsdata.txt to determine how the superseded data were derived.
 LH0336
 LH0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK330797(NAD 83)
 LH0336_MARKER: DB = BENCH MARK DISK
 LH0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0336_STAMPING: S 168 1934
 LH0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0336+STABILITY: SURFACE MOTION
 LH0336
 LH0336  HISTORY     - Date     Condition        Report By
 LH0336  HISTORY     - 1934     MONUMENTED       CGS
 LH0336  HISTORY     - 1941     GOOD             NGS
 LH0336
 LH0336                          STATION DESCRIPTION
 LH0336
 LH0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LH0336'2.2 MI E FROM HOLSTEIN.
 LH0336'2.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0336'FROM THE WATER TOWER AT HOLSTEIN, ADAMS COUNTY, AT A ROAD
 LH0336'CROSSING, 60 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 30
 LH0336'FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 LH0336'STAMPED S 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0376 ***********************************************************************
 LH0376  DESIGNATION -  S 169
 LH0376  PID         -  LH0376
 LH0376  STATE/COUNTY-  NE/WEBSTER
 LH0376  USGS QUAD   -  RED CLOUD (1974)
 LH0376
 LH0376                         *CURRENT SURVEY CONTROL
 LH0376  ___________________________________________________________________
 LH0376* NAD 83(1986)-  40 05 12.     (N)    098 36 15.     (W)     SCALED    
 LH0376* NAVD 88     -       523.903  (meters)    1718.84   (feet)  ADJUSTED  
 LH0376  ___________________________________________________________________
 LH0376  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 LH0376  DYNAMIC HT  -         523.585 (meters)    1717.80  (feet)  COMP
 LH0376  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 LH0376
 LH0376  VERT ORDER  -  SECOND    CLASS 0
 LH0376
 LH0376.The horizontal coordinates were scaled from a topographic map and have
 LH0376.an estimated accuracy of +/- 6 seconds.
 LH0376
 LH0376.The orthometric height was determined by differential leveling
 LH0376.and adjusted by the National Geodetic Survey in June 1991..
 LH0376
 LH0376.The geoid height was determined by GEOID03.
 LH0376
 LH0376.The dynamic height is computed by dividing the NAVD 88
 LH0376.geopotential number by the normal gravity value computed on the
 LH0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0376.degrees latitude (g = 980.6199 gals.).
 LH0376
 LH0376.The modeled gravity was interpolated from observed gravity values.
 LH0376
 LH0376;                    North         East    Units  Estimated Accuracy
 LH0376;SPC NE       -    29,090.      619,040.      MT  (+/- 180 meters Scaled)
 LH0376
 LH0376                          SUPERSEDED SURVEY CONTROL
 LH0376
 LH0376  NGVD 29 (??/??/92)  523.685  (m)         1718.12   (f) ADJ UNCH    2 0
 LH0376
 LH0376.Superseded values are not recommended for survey control.
 LH0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0376.See file dsdata.txt to determine how the superseded data were derived.
 LH0376
 LH0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK337374(NAD 83)
 LH0376_MARKER: DB = BENCH MARK DISK
 LH0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0376_SP_SET: PIER
 LH0376_STAMPING: S 169 1934
 LH0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0376
 LH0376  HISTORY     - Date     Condition        Report By
 LH0376  HISTORY     - 1934     MONUMENTED       CGS
 LH0376
 LH0376                          STATION DESCRIPTION
 LH0376
 LH0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LH0376'5.7 MI W FROM RED CLOUD.
 LH0376'5.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0376'FROM THE COURTHOUSE AT RED CLOUD, WEBSTER COUNTY, AT THE NORTHWEST
 LH0376'CORNER OF BRIDGE NO. 199.90, AND IN THE TOP OF THE CONCRETE
 LH0376'PIER.  A STANDARD DISK, STAMPED S 169 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0572 ***********************************************************************
 ML0572  DESIGNATION -  S 17
 ML0572  PID         -  ML0572
 ML0572  STATE/COUNTY-  NE/LOUP
 ML0572  USGS QUAD   -  TAYLOR (1978)
 ML0572
 ML0572                         *CURRENT SURVEY CONTROL
 ML0572  ___________________________________________________________________
 ML0572* NAD 83(1986)-  41 51 54.     (N)    099 24 05.     (W)     SCALED    
 ML0572* NAVD 88     -       738.140  (meters)    2421.71   (feet)  ADJUSTED  
 ML0572  ___________________________________________________________________
 ML0572  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 ML0572  DYNAMIC HT  -         737.795 (meters)    2420.58  (feet)  COMP
 ML0572  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 ML0572
 ML0572  VERT ORDER  -  FIRST     CLASS II
 ML0572
 ML0572.The horizontal coordinates were scaled from a topographic map and have
 ML0572.an estimated accuracy of +/- 6 seconds.
 ML0572
 ML0572.The orthometric height was determined by differential leveling
 ML0572.and adjusted by the National Geodetic Survey in June 1991..
 ML0572
 ML0572.The geoid height was determined by GEOID03.
 ML0572
 ML0572.The dynamic height is computed by dividing the NAVD 88
 ML0572.geopotential number by the normal gravity value computed on the
 ML0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0572.degrees latitude (g = 980.6199 gals.).
 ML0572
 ML0572.The modeled gravity was interpolated from observed gravity values.
 ML0572
 ML0572;                    North         East    Units  Estimated Accuracy
 ML0572;SPC NE       -   225,740.      549,680.      MT  (+/- 180 meters Scaled)
 ML0572
 ML0572                          SUPERSEDED SURVEY CONTROL
 ML0572
 ML0572  NGVD 29 (??/??/92)  737.888  (m)         2420.89   (f) ADJ UNCH    1 2
 ML0572
 ML0572.Superseded values are not recommended for survey control.
 ML0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0572.See file dsdata.txt to determine how the superseded data were derived.
 ML0572
 ML0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM666348(NAD 83)
 ML0572_MARKER: DB = BENCH MARK DISK
 ML0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0572+STABILITY: SURFACE MOTION
 ML0572
 ML0572  HISTORY     - Date     Condition        Report By
 ML0572  HISTORY     - UNK      MONUMENTED       CGS
 ML0572  HISTORY     - 1933     GOOD             NGS
 ML0572  HISTORY     - 1934     GOOD             NGS
 ML0572
 ML0572                          STATION DESCRIPTION
 ML0572
 ML0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 ML0572'8 MI N FROM TAYLOR.
 ML0572'8 MILES NORTH.  MARK IS 300 FT. SOUTH OF LANE ON WEST SIDE OF
 ML0572'HWY. LEADING TO FARM OF W.J. PFREHM.  THE HOUSE IS ABOUT 0.25
 ML0572'MILE WEST OF HWY.  THE MARK IS 30 FT. WEST OF CENER OF HWY. 83
 ML0572'AND IS 2 FT. EAST OF A FENCCE.
 ML0572
 ML0572                          STATION RECOVERY (1934)
 ML0572
 ML0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ML0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0598 ***********************************************************************
 LG0598  DESIGNATION -  S 170
 LG0598  PID         -  LG0598
 LG0598  STATE/COUNTY-  NE/THAYER
 LG0598  USGS QUAD   -  DAVENPORT (1960)
 LG0598
 LG0598                         *CURRENT SURVEY CONTROL
 LG0598  ___________________________________________________________________
 LG0598* NAD 83(1986)-  40 18 18.     (N)    097 47 21.     (W)     SCALED    
 LG0598* NAVD 88     -       500.494  (meters)    1642.04   (feet)  ADJUSTED  
 LG0598  ___________________________________________________________________
 LG0598  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 LG0598  DYNAMIC HT  -         500.200 (meters)    1641.07  (feet)  COMP
 LG0598  MODELED GRAV-     980,024.1   (mgal)                       NAVD 88
 LG0598
 LG0598  VERT ORDER  -  SECOND    CLASS 0
 LG0598
 LG0598.The horizontal coordinates were scaled from a topographic map and have
 LG0598.an estimated accuracy of +/- 6 seconds.
 LG0598
 LG0598.The orthometric height was determined by differential leveling
 LG0598.and adjusted by the National Geodetic Survey in June 1991..
 LG0598
 LG0598.The geoid height was determined by GEOID03.
 LG0598
 LG0598.The dynamic height is computed by dividing the NAVD 88
 LG0598.geopotential number by the normal gravity value computed on the
 LG0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0598.degrees latitude (g = 980.6199 gals.).
 LG0598
 LG0598.The modeled gravity was interpolated from observed gravity values.
 LG0598
 LG0598;                    North         East    Units  Estimated Accuracy
 LG0598;SPC NE       -    54,770.      687,910.      MT  (+/- 180 meters Scaled)
 LG0598
 LG0598                          SUPERSEDED SURVEY CONTROL
 LG0598
 LG0598  NGVD 29 (??/??/92)  500.305  (m)         1641.42   (f) ADJ UNCH    2 0
 LG0598
 LG0598.Superseded values are not recommended for survey control.
 LG0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0598.See file dsdata.txt to determine how the superseded data were derived.
 LG0598
 LG0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK028623(NAD 83)
 LG0598_MARKER: DB = BENCH MARK DISK
 LG0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0598_STAMPING: S 170 1934
 LG0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0598+STABILITY: SURFACE MOTION
 LG0598
 LG0598  HISTORY     - Date     Condition        Report By
 LG0598  HISTORY     - 1934     MONUMENTED       CGS
 LG0598
 LG0598                          STATION DESCRIPTION
 LG0598
 LG0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0598'1.2 MI E FROM DAVENPORT.
 LG0598'1.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LG0598'AT DAVENPORT, THAYER COUNTY, 100 FEET WEST OF MILEPOST 190,
 LG0598'AT A PRIVATE-ROAD CROSSING, 45 FEET SOUTH OF THE CENTERLINE
 LG0598'OF THE TRACK, AND 1 FEET WEST OF THE CENTERLINE OF THE ROAD.
 LG0598'A STANDARD DISK, STAMPED S 170 1934 AND SET IN THE TOP OF A
 LG0598'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0575 ***********************************************************************
 LG0575  DESIGNATION -  S 171
 LG0575  PID         -  LG0575
 LG0575  STATE/COUNTY-  NE/JEFFERSON
 LG0575  USGS QUAD   -  ENDICOTT (1970)
 LG0575
 LG0575                         *CURRENT SURVEY CONTROL
 LG0575  ___________________________________________________________________
 LG0575* NAD 83(1986)-  40 03 36.     (N)    097 02 52.     (W)     SCALED    
 LG0575* NAVD 88     -       385.505  (meters)    1264.78   (feet)  ADJUSTED  
 LG0575  ___________________________________________________________________
 LG0575  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 LG0575  DYNAMIC HT  -         385.285 (meters)    1264.06  (feet)  COMP
 LG0575  MODELED GRAV-     980,043.3   (mgal)                       NAVD 88
 LG0575
 LG0575  VERT ORDER  -  SECOND    CLASS 0
 LG0575
 LG0575.The horizontal coordinates were scaled from a topographic map and have
 LG0575.an estimated accuracy of +/- 6 seconds.
 LG0575
 LG0575.The orthometric height was determined by differential leveling
 LG0575.and adjusted by the National Geodetic Survey in June 1991..
 LG0575
 LG0575.The geoid height was determined by GEOID03.
 LG0575
 LG0575.The dynamic height is computed by dividing the NAVD 88
 LG0575.geopotential number by the normal gravity value computed on the
 LG0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0575.degrees latitude (g = 980.6199 gals.).
 LG0575
 LG0575.The modeled gravity was interpolated from observed gravity values.
 LG0575
 LG0575;                    North         East    Units  Estimated Accuracy
 LG0575;SPC NE       -    29,470.      751,830.      MT  (+/- 180 meters Scaled)
 LG0575
 LG0575                          SUPERSEDED SURVEY CONTROL
 LG0575
 LG0575  NGVD 29 (??/??/92)  385.363  (m)         1264.31   (f) ADJ UNCH    2 0
 LG0575
 LG0575.Superseded values are not recommended for survey control.
 LG0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0575.See file dsdata.txt to determine how the superseded data were derived.
 LG0575
 LG0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK665362(NAD 83)
 LG0575_MARKER: DB = BENCH MARK DISK
 LG0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0575_STAMPING: S 171 1934
 LG0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0575+STABILITY: SURFACE MOTION
 LG0575
 LG0575  HISTORY     - Date     Condition        Report By
 LG0575  HISTORY     - 1934     MONUMENTED       CGS
 LG0575  HISTORY     - 1941     MARK NOT FOUND   NGS
 LG0575
 LG0575                          STATION DESCRIPTION
 LG0575
 LG0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LG0575'2.2 MI NW FROM STEELE CITY.
 LG0575'2.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LG0575'STATION AT STEELE CITY, JEFFERSON COUNTY, 6 RAILS EAST OF
 LG0575'MILEPOST 144, AND 24 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 LG0575'A STANDARD DISK, STAMPED S 171 1934 AND SET IN THE TOP OF A
 LG0575'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0549 ***********************************************************************
 LG0549  DESIGNATION -  S 172
 LG0549  PID         -  LG0549
 LG0549  STATE/COUNTY-  NE/JEFFERSON
 LG0549  USGS QUAD   -  REYNOLDS (1980)
 LG0549
 LG0549                         *CURRENT SURVEY CONTROL
 LG0549  ___________________________________________________________________
 LG0549* NAD 83(1986)-  40 04 03.     (N)    097 15 33.     (W)     SCALED    
 LG0549* NAVD 88     -       415.771  (meters)    1364.08   (feet)  ADJUSTED  
 LG0549  ___________________________________________________________________
 LG0549  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 LG0549  DYNAMIC HT  -         415.529 (meters)    1363.28  (feet)  COMP
 LG0549  MODELED GRAV-     980,033.3   (mgal)                       NAVD 88
 LG0549
 LG0549  VERT ORDER  -  SECOND    CLASS I
 LG0549
 LG0549.The horizontal coordinates were scaled from a topographic map and have
 LG0549.an estimated accuracy of +/- 6 seconds.
 LG0549
 LG0549.The orthometric height was determined by differential leveling
 LG0549.and adjusted by the National Geodetic Survey in July 2002..
 LG0549.No vertical observational check was made to the station.
 LG0549
 LG0549.The geoid height was determined by GEOID03.
 LG0549
 LG0549.The dynamic height is computed by dividing the NAVD 88
 LG0549.geopotential number by the normal gravity value computed on the
 LG0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0549.degrees latitude (g = 980.6199 gals.).
 LG0549
 LG0549.The modeled gravity was interpolated from observed gravity values.
 LG0549
 LG0549;                    North         East    Units  Estimated Accuracy
 LG0549;SPC NE       -    29,710.      733,770.      MT  (+/- 180 meters Scaled)
 LG0549
 LG0549                          SUPERSEDED SURVEY CONTROL
 LG0549
 LG0549  NAVD 88 (06/15/91)  415.750  (m)         1364.01   (f) UNKNOWN     2 0
 LG0549  NGVD 29 (??/??/92)  415.597  (m)         1363.50   (f) ADJ UNCH    2 0
 LG0549
 LG0549.Superseded values are not recommended for survey control.
 LG0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0549.See file dsdata.txt to determine how the superseded data were derived.
 LG0549
 LG0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK484367(NAD 83)
 LG0549_MARKER: DB = BENCH MARK DISK
 LG0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0549_STAMPING: S 172 1934
 LG0549_MARK LOGO: CGS   
 LG0549_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0549+STABILITY: SURFACE MOTION
 LG0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG0549+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1999
 LG0549
 LG0549  HISTORY     - Date     Condition        Report By
 LG0549  HISTORY     - 1934     MONUMENTED       CGS
 LG0549  HISTORY     - 1945     GOOD             NGS
 LG0549  HISTORY     - 19991026 GOOD             NGS
 LG0549
 LG0549                          STATION DESCRIPTION
 LG0549
 LG0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0549'AT THOMPSON.
 LG0549'AT THOMPSON, JEFFERSON COUNTY, 120 FEET NORTHWEST OF THE CHICAGO,
 LG0549'ROCK ISLAND AND PACIFIC RAILROAD MAIL CRANE, 90 FEET NORTH OF
 LG0549'THE CENTERLINE OF THE MAIN TRACK, AND 60 FEET SOUTH OF THE
 LG0549'CENTERLINE OF STATE HIGHWAY 3 S.  A STANDARD DISK, STAMPED
 LG0549'S 172 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LG0549
 LG0549                          STATION RECOVERY (1945)
 LG0549
 LG0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 LG0549'RECOVERED IN GOOD CONDITION.
 LG0549
 LG0549                          STATION RECOVERY (1999)
 LG0549
 LG0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 LG0549'6.7 KM (4.15 MI) EASTERLY ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 LG0549'IN REYNOLDS, 57.1 M (187.3 FT) WEST OF THE EXTENDED CENTERLINE OF
 LG0549'THOMPSON AVENUE, 20.7 M (67.9 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 LG0549'1.0 M (3.3 FT) BELOW THE LEVEL OF THE AVENUE, 0.3 M (1.0 FT) NORTHWEST
 LG0549'OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 LG0549'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 LG0549'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0203 ***********************************************************************
 LG0203  DESIGNATION -  S 175
 LG0203  PID         -  LG0203
 LG0203  STATE/COUNTY-  NE/PAWNEE
 LG0203  USGS QUAD   -  DU BOIS (1965)
 LG0203
 LG0203                         *CURRENT SURVEY CONTROL
 LG0203  ___________________________________________________________________
 LG0203* NAD 83(1986)-  40 00 04.     (N)    096 00 32.     (W)     SCALED    
 LG0203* NAVD 88     -       346.808  (meters)    1137.82   (feet)  ADJUSTED  
 LG0203  ___________________________________________________________________
 LG0203  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LG0203  DYNAMIC HT  -         346.613 (meters)    1137.18  (feet)  COMP
 LG0203  MODELED GRAV-     980,054.5   (mgal)                       NAVD 88
 LG0203
 LG0203  VERT ORDER  -  SECOND    CLASS 0
 LG0203
 LG0203.The horizontal coordinates were scaled from a topographic map and have
 LG0203.an estimated accuracy of +/- 6 seconds.
 LG0203
 LG0203.The orthometric height was determined by differential leveling
 LG0203.and adjusted by the National Geodetic Survey in June 1991..
 LG0203
 LG0203.The geoid height was determined by GEOID03.
 LG0203
 LG0203.The dynamic height is computed by dividing the NAVD 88
 LG0203.geopotential number by the normal gravity value computed on the
 LG0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0203.degrees latitude (g = 980.6199 gals.).
 LG0203
 LG0203.The modeled gravity was interpolated from observed gravity values.
 LG0203
 LG0203;                    North         East    Units  Estimated Accuracy
 LG0203;SPC NE       -    26,490.      840,690.      MT  (+/- 180 meters Scaled)
 LG0203
 LG0203                          SUPERSEDED SURVEY CONTROL
 LG0203
 LG0203  NGVD 29 (??/??/92)  346.700  (m)         1137.46   (f) ADJ UNCH    2 0
 LG0203
 LG0203.Superseded values are not recommended for survey control.
 LG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0203.See file dsdata.txt to determine how the superseded data were derived.
 LG0203
 LG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK553321(NAD 83)
 LG0203_MARKER: DB = BENCH MARK DISK
 LG0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0203_STAMPING: S 175 1934
 LG0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0203+STABILITY: SURFACE MOTION
 LG0203
 LG0203  HISTORY     - Date     Condition        Report By
 LG0203  HISTORY     - 1934     MONUMENTED       CGS
 LG0203  HISTORY     - 1965     GOOD             USGS
 LG0203
 LG0203                          STATION DESCRIPTION
 LG0203
 LG0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0203'4.1 MI SE FROM DU POIS.
 LG0203'4.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LG0203'RAILROAD FROM THE CITY WATER TOWER AT DU BOIS, PAWNEE COUNTY,
 LG0203'100 FEET WEST OF MILEAGE C 79.33, AT THE NEBRASKA-KANSAS STATE
 LG0203'LINE, AT A ROAD CROSSING, 70 FEET NORTH OF THE CENTER LINE OF THE
 LG0203'ROAD, AND 70 FEET WEST OF THE CENTER LINE OF THE TRACK.  78 FT.
 LG0203'NORTH AND 69 FT. WEST OF GRADE CROSSING, 8 FT. EAST OF FENCE
 LG0203'LINE, 16 FT. NNE OF 8 IN ELM TREE.  A STANDARD DISK, STAMPED
 LG0203'S 175 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LG0203'GROUND.
 LG0203
 LG0203                          STATION RECOVERY (1965)
 LG0203
 LG0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LG0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0178 ***********************************************************************
 LG0178  DESIGNATION -  S 176
 LG0178  PID         -  LG0178
 LG0178  STATE/COUNTY-  NE/JOHNSON
 LG0178  USGS QUAD   -  ST MARY (1965)
 LG0178
 LG0178                         *CURRENT SURVEY CONTROL
 LG0178  ___________________________________________________________________
 LG0178* NAD 83(1986)-  40 22 37.     (N)    096 16 26.     (W)     SCALED    
 LG0178* NAVD 88     -       349.933  (meters)    1148.07   (feet)  ADJUSTED  
 LG0178  ___________________________________________________________________
 LG0178  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 LG0178  DYNAMIC HT  -         349.745 (meters)    1147.46  (feet)  COMP
 LG0178  MODELED GRAV-     980,080.7   (mgal)                       NAVD 88
 LG0178
 LG0178  VERT ORDER  -  SECOND    CLASS 0
 LG0178
 LG0178.The horizontal coordinates were scaled from a topographic map and have
 LG0178.an estimated accuracy of +/- 6 seconds.
 LG0178
 LG0178.The orthometric height was determined by differential leveling
 LG0178.and adjusted by the National Geodetic Survey in June 1991..
 LG0178
 LG0178.The geoid height was determined by GEOID03.
 LG0178
 LG0178.The dynamic height is computed by dividing the NAVD 88
 LG0178.geopotential number by the normal gravity value computed on the
 LG0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0178.degrees latitude (g = 980.6199 gals.).
 LG0178
 LG0178.The modeled gravity was interpolated from observed gravity values.
 LG0178
 LG0178;                    North         East    Units  Estimated Accuracy
 LG0178;SPC NE       -    67,180.      816,290.      MT  (+/- 180 meters Scaled)
 LG0178
 LG0178                          SUPERSEDED SURVEY CONTROL
 LG0178
 LG0178  NGVD 29 (??/??/92)  349.839  (m)         1147.76   (f) ADJ UNCH    2 0
 LG0178
 LG0178.Superseded values are not recommended for survey control.
 LG0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0178.See file dsdata.txt to determine how the superseded data were derived.
 LG0178
 LG0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK314731(NAD 83)
 LG0178_MARKER: DB = BENCH MARK DISK
 LG0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0178_STAMPING: S 176 1934
 LG0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0178+STABILITY: SURFACE MOTION
 LG0178
 LG0178  HISTORY     - Date     Condition        Report By
 LG0178  HISTORY     - 1934     MONUMENTED       CGS
 LG0178  HISTORY     - 1964     GOOD             USGS
 LG0178
 LG0178                          STATION DESCRIPTION
 LG0178
 LG0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LG0178'3.6 MI NE FROM VESTA.
 LG0178'3.6 MILES NORTHEAST ALONG THE ABANDONED CHICAGO, BURLINGTON
 LG0178'AND QUINCY RAILROAD FROM THE STATION AT VESTA, JOHNSON COUNTY,
 LG0178'TWO POLES WEST OF BRIDGE NO. 65.13, AT A ROAD CROSSING 50 FEET
 LG0178'EAST OF THE CENTERLINE OF THE ROAD, AND 45 FEET SOUTH OF THE
 LG0178'CENTERLINE OF THE OLD ROADBED.  341 FT. SOUTH AND 38 FT. EAST
 LG0178'OF CROSSROADS, 39 FT. NORTH OF TELEPHONE POLE, 1 FT. EAST
 LG0178'OF FENCE LINE AND 1 FT. EAST OF STANDARD WITNESS MARKER (METAL).
 LG0178'A STANDARD DISK, STAMPED S 176 1934 AND SET IN THE TOP OF A
 LG0178'CONCRETE POST.
 LG0178
 LG0178                          STATION RECOVERY (1964)
 LG0178
 LG0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0500 ***********************************************************************
 LF0500  DESIGNATION -  S 177
 LF0500  PID         -  LF0500
 LF0500  STATE/COUNTY-  NE/NEMAHA
 LF0500  USGS QUAD   -  HOWE (1966)
 LF0500
 LF0500                         *CURRENT SURVEY CONTROL
 LF0500  ___________________________________________________________________
 LF0500* NAD 83(1986)-  40 19 10.     (N)    095 49 20.     (W)     SCALED    
 LF0500* NAVD 88     -       301.202  (meters)     988.19   (feet)  ADJUSTED  
 LF0500  ___________________________________________________________________
 LF0500  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LF0500  DYNAMIC HT  -         301.041 (meters)     987.67  (feet)  COMP
 LF0500  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 LF0500
 LF0500  VERT ORDER  -  SECOND    CLASS 0
 LF0500
 LF0500.The horizontal coordinates were scaled from a topographic map and have
 LF0500.an estimated accuracy of +/- 6 seconds.
 LF0500
 LF0500.The orthometric height was determined by differential leveling
 LF0500.and adjusted by the National Geodetic Survey in June 1991..
 LF0500
 LF0500.The geoid height was determined by GEOID03.
 LF0500
 LF0500.The dynamic height is computed by dividing the NAVD 88
 LF0500.geopotential number by the normal gravity value computed on the
 LF0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0500.degrees latitude (g = 980.6199 gals.).
 LF0500
 LF0500.The modeled gravity was interpolated from observed gravity values.
 LF0500
 LF0500;                    North         East    Units  Estimated Accuracy
 LF0500;SPC NE       -    62,550.      854,910.      MT  (+/- 180 meters Scaled)
 LF0500
 LF0500                          SUPERSEDED SURVEY CONTROL
 LF0500
 LF0500  NGVD 29 (??/??/92)  301.119  (m)          987.92   (f) ADJ UNCH    2 0
 LF0500
 LF0500.Superseded values are not recommended for survey control.
 LF0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0500.See file dsdata.txt to determine how the superseded data were derived.
 LF0500
 LF0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE602670(NAD 83)
 LF0500_MARKER: DB = BENCH MARK DISK
 LF0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0500_SP_SET: BRIDGE
 LF0500_STAMPING: S 177 1934
 LF0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0500
 LF0500  HISTORY     - Date     Condition        Report By
 LF0500  HISTORY     - 1934     MONUMENTED       CGS
 LF0500  HISTORY     - 1964     GOOD             USGS
 LF0500
 LF0500                          STATION DESCRIPTION
 LF0500
 LF0500'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LF0500'AT HOWE.
 LF0500'AT HOWE, NEMAHA CO., 305 FT. WEST OF THE X-ING OF THE MO. PAC. R.R.
 LF0500'AND THE MAIN E-W ST. OF TOWN, 28 FT. EAST AND 15 FT. SOUTH OF THE
 LF0500'CEN. OF A STEEL BRIDGE OVER HUGHES CREEK, IN THE SOUTHEAST END OF
 LF0500'THE SOUTHEAST CONC. WINGWALL OF THE BRIDGE, A STD. TABLET, STAMPED
 LF0500'S 177 1934
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0501 ***********************************************************************
 LF0501  DESIGNATION -  S 177 RESET
 LF0501  PID         -  LF0501
 LF0501  STATE/COUNTY-  NE/NEMAHA
 LF0501  USGS QUAD   -  HOWE (1966)
 LF0501
 LF0501                         *CURRENT SURVEY CONTROL
 LF0501  ___________________________________________________________________
 LF0501* NAD 83(1986)-  40 19 10.     (N)    095 49 20.     (W)     SCALED    
 LF0501* NAVD 88     -       303.76   (meters)     996.6    (feet)  RESET     
 LF0501  ___________________________________________________________________
 LF0501  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LF0501
 LF0501  VERT ORDER  -  THIRD
 LF0501
 LF0501.The horizontal coordinates were scaled from a topographic map and have
 LF0501.an estimated accuracy of +/- 6 seconds.
 LF0501
 LF0501.The orthometric height was computed from unverified reset data.
 LF0501
 LF0501.The geoid height was determined by GEOID03.
 LF0501
 LF0501;                    North         East    Units  Estimated Accuracy
 LF0501;SPC NE       -    62,550.      854,910.      MT  (+/- 180 meters Scaled)
 LF0501
 LF0501                          SUPERSEDED SURVEY CONTROL
 LF0501
 LF0501  NGVD 29 (??/??/??)  303.68   (m)          996.3    (f) RESET       3  
 LF0501
 LF0501.Superseded values are not recommended for survey control.
 LF0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0501.See file dsdata.txt to determine how the superseded data were derived.
 LF0501
 LF0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE602670(NAD 83)
 LF0501_MARKER: DB = BENCH MARK DISK
 LF0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0501_SP_SET: BRIDGE CURB
 LF0501_STAMPING: S 177 RESET 1964
 LF0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0501
 LF0501  HISTORY     - Date     Condition        Report By
 LF0501  HISTORY     - 1964     MONUMENTED       LOCENG
 LF0501  HISTORY     - 1965     GOOD             NGS
 LF0501
 LF0501                          STATION DESCRIPTION
 LF0501
 LF0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LF0501'AT HOWE.
 LF0501'AT HOWE NEAR THE MISSOURI PACIFIC RAILROAD STATION, LOCATED ON
 LF0501'PROJECT NO. S-607 (2), HOWE-NEMAHA, 315.28 FEET WEST OF THE
 LF0501'CROSSING OF THE MPRR TRACK ON CENTERLINE OF PROJECT AND 12.9
 LF0501'FEET RIGHT (SOUTH) OF CENTERLINE, AT A CONCRETE SLAB SPAN BRIDGE
 LF0501'AND IN THE TOP OF THE CONCRETE CURB ON THE SOUTHEAST CORNER OF THE
 LF0501'BRIDGE, 2.7 FEET WEST OF THE EAST END OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0570 ***********************************************************************
 NN0570  DESIGNATION -  S 18
 NN0570  PID         -  NN0570
 NN0570  STATE/COUNTY-  NE/ROCK
 NN0570  USGS QUAD   -  BASSETT (1954)
 NN0570
 NN0570                         *CURRENT SURVEY CONTROL
 NN0570  ___________________________________________________________________
 NN0570* NAD 83(1986)-  42 34 36.     (N)    099 32 22.     (W)     SCALED    
 NN0570* NAVD 88     -       709.363  (meters)    2327.30   (feet)  ADJUSTED  
 NN0570  ___________________________________________________________________
 NN0570  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 NN0570  DYNAMIC HT  -         709.074 (meters)    2326.35  (feet)  COMP
 NN0570  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 NN0570
 NN0570  VERT ORDER  -  FIRST     CLASS II
 NN0570
 NN0570.The horizontal coordinates were scaled from a topographic map and have
 NN0570.an estimated accuracy of +/- 6 seconds.
 NN0570
 NN0570.The orthometric height was determined by differential leveling
 NN0570.and adjusted by the National Geodetic Survey in June 1991..
 NN0570
 NN0570.The geoid height was determined by GEOID03.
 NN0570
 NN0570.The dynamic height is computed by dividing the NAVD 88
 NN0570.geopotential number by the normal gravity value computed on the
 NN0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0570.degrees latitude (g = 980.6199 gals.).
 NN0570
 NN0570.The modeled gravity was interpolated from observed gravity values.
 NN0570
 NN0570;                    North         East    Units  Estimated Accuracy
 NN0570;SPC NE       -   304,700.      537,800.      MT  (+/- 180 meters Scaled)
 NN0570
 NN0570                          SUPERSEDED SURVEY CONTROL
 NN0570
 NN0570  NGVD 29 (??/??/92)  709.116  (m)         2326.49   (f) ADJ UNCH    1 2
 NN0570
 NN0570.Superseded values are not recommended for survey control.
 NN0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0570.See file dsdata.txt to determine how the superseded data were derived.
 NN0570
 NN0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN557139(NAD 83)
 NN0570_MARKER: DB = BENCH MARK DISK
 NN0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0570_STAMPING: S 18 1933 2326.491
 NN0570_MARK LOGO: CGS   
 NN0570_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0570+STABILITY: SURFACE MOTION
 NN0570
 NN0570  HISTORY     - Date     Condition        Report By
 NN0570  HISTORY     - 1933     MONUMENTED       CGS
 NN0570  HISTORY     - 1956     GOOD             NGS
 NN0570  HISTORY     - 19980721 GOOD             NEDR
 NN0570
 NN0570                          STATION DESCRIPTION
 NN0570
 NN0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NN0570'0.2 MI S FROM BASSETT.
 NN0570'0.2 MILE SOUTH ALONG OLD U.S. HIGHWAY 183 FROM ITS JUNCTION
 NN0570'WITH U.S. HIGHWAY 20 IN BASSETT, ROCK COUNTY, 38 FEET WEST OF
 NN0570'THE CENTER OF THE OLD HIGHWAY, AND 16 FEET NORTH OF A GATE.  A
 NN0570'STANDARD DISK, STAMPED 2326.491 S 18 1933, AND SET IN THE TOP
 NN0570'OF A CONCRETE POST PROJECTING ABOUT 14 INCHES.  TO REACH FROM
 NN0570'THE JUNCTION OF U.S. HIGHWAY 20 AND NEW U.S. HIGHWAY 183 IN
 NN0570'BASSETT, GO WEST ONE BLOCK ON U.S. HIGHWAY 20.  TURN LEFT AND
 NN0570'GO SOUTH ON OLD U.S. HIGHWAY 183 FOR 0.2 MILE TO THE MARK
 NN0570'ON THE RIGHT.
 NN0570
 NN0570                          STATION RECOVERY (1998)
 NN0570
 NN0570'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 NN0570'RECOVERED IN GOOD CONDITION, IN BASSETT AND IN SEC16, T30N, R19W.  TO
 NN0570'REACH FROM THE JUNCTION OS U.S.  HIGHWAYS 20 AND 183, IN BASSETT, GO
 NN0570'WEST ONE BLOCK TO AUGUSTA STREET.  TURN LEFT AND GO SOUTH FOR 300 M
 NN0570'(984.2 FT) TO THE MARK ON THE RIGHT, WEST, SIDE OF THE STREET.  THE
 NN0570'DISK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 NN0570'0.4 M (1.3 FT) ABOVE THR GROUND SURFACE.  IT IS 39.40 M (129.26 FT)
 NN0570'NORTH OF A SHINER NAIL, 6 FT (1.8 M) ABOVE THE GROUND, IN A UTILITY
 NN0570'POLE, 30.5 M (100.1 FT) SOUTH OF THE CENTERLINE OF A GATED DRIVE INTO
 NN0570'THE FAIR GROUNDS, 10.75 M (35.27 FT) WEST OF THE CENTERLINE OF AUGUSTA
 NN0570'STREET, 0.56 M (1.84 FT) EAST OF A NORTH-SOUTH FENCELINE AND 0.36 M
 NN0570'(1.18 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0278 ***********************************************************************
 NN0278  DESIGNATION -  S 19
 NN0278  PID         -  NN0278
 NN0278  STATE/COUNTY-  NE/BOYD
 NN0278  USGS QUAD   -  SPENCER SOUTH (1952)
 NN0278
 NN0278                         *CURRENT SURVEY CONTROL
 NN0278  ___________________________________________________________________
 NN0278* NAD 83(1986)-  42 52 15.     (N)    098 42 09.     (W)     SCALED    
 NN0278* NAVD 88     -       516.639  (meters)    1695.01   (feet)  ADJUSTED  
 NN0278  ___________________________________________________________________
 NN0278  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 NN0278  DYNAMIC HT  -         516.457 (meters)    1694.41  (feet)  COMP
 NN0278  MODELED GRAV-     980,252.4   (mgal)                       NAVD 88
 NN0278
 NN0278  VERT ORDER  -  FIRST     CLASS II
 NN0278
 NN0278.The horizontal coordinates were scaled from a topographic map and have
 NN0278.an estimated accuracy of +/- 6 seconds.
 NN0278
 NN0278.The orthometric height was determined by differential leveling
 NN0278.and adjusted by the National Geodetic Survey in June 1991..
 NN0278
 NN0278.The geoid height was determined by GEOID03.
 NN0278
 NN0278.The dynamic height is computed by dividing the NAVD 88
 NN0278.geopotential number by the normal gravity value computed on the
 NN0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0278.degrees latitude (g = 980.6199 gals.).
 NN0278
 NN0278.The modeled gravity was interpolated from observed gravity values.
 NN0278
 NN0278;                    North         East    Units  Estimated Accuracy
 NN0278;SPC NE       -   338,070.      606,010.      MT  (+/- 180 meters Scaled)
 NN0278
 NN0278                          SUPERSEDED SURVEY CONTROL
 NN0278
 NN0278  NGVD 29 (??/??/92)  516.372  (m)         1694.13   (f) ADJ UNCH    1 2
 NN0278
 NN0278.Superseded values are not recommended for survey control.
 NN0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0278.See file dsdata.txt to determine how the superseded data were derived.
 NN0278
 NN0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN242465(NAD 83)
 NN0278_MARKER: DB = BENCH MARK DISK
 NN0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0278_SP_SET: CONCRETE FOUNDATION
 NN0278_STAMPING: 1694.130 S 19 1933
 NN0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0278
 NN0278  HISTORY     - Date     Condition        Report By
 NN0278  HISTORY     - 1933     MONUMENTED       CGS
 NN0278
 NN0278                          STATION DESCRIPTION
 NN0278
 NN0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NN0278'AT SPENCER.
 NN0278'AT SPENCER, BOYD COUNTY, AT THE MUNICIPAL WATER TANK, AND IN THE
 NN0278'TOP OF THE NORTHEAST CONCRETE FOUNDATION.  A STANDARD DISK,
 NN0278'STAMPED 1694.130 S 19 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0170 ***********************************************************************
 NO0170  DESIGNATION -  S 20
 NO0170  PID         -  NO0170
 NO0170  STATE/COUNTY-  NE/CHERRY
 NO0170  USGS QUAD   -  HUDSON LAKE (1985)
 NO0170
 NO0170                         *CURRENT SURVEY CONTROL
 NO0170  ___________________________________________________________________
 NO0170* NAD 83(1986)-  42 38 57.     (N)    100 41 40.     (W)     SCALED    
 NO0170* NAVD 88     -       884.118  (meters)    2900.64   (feet)  ADJUSTED  
 NO0170  ___________________________________________________________________
 NO0170  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 NO0170  DYNAMIC HT  -         883.720 (meters)    2899.34  (feet)  COMP
 NO0170  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 NO0170
 NO0170  VERT ORDER  -  FIRST     CLASS II
 NO0170
 NO0170.The horizontal coordinates were scaled from a topographic map and have
 NO0170.an estimated accuracy of +/- 6 seconds.
 NO0170
 NO0170.The orthometric height was determined by differential leveling
 NO0170.and adjusted by the National Geodetic Survey in June 1994..
 NO0170
 NO0170.The geoid height was determined by GEOID03.
 NO0170
 NO0170.The dynamic height is computed by dividing the NAVD 88
 NO0170.geopotential number by the normal gravity value computed on the
 NO0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0170.degrees latitude (g = 980.6199 gals.).
 NO0170
 NO0170.The modeled gravity was interpolated from observed gravity values.
 NO0170
 NO0170;                    North         East    Units  Estimated Accuracy
 NO0170;SPC NE       -   312,880.      443,060.      MT  (+/- 180 meters Scaled)
 NO0170
 NO0170                          SUPERSEDED SURVEY CONTROL
 NO0170
 NO0170  NAVD 88 (06/15/91)  884.133  (m)         2900.69   (f) UNKNOWN     1 2
 NO0170  NGVD 29 (02/14/92)  883.810  (m)         2899.63   (f) ADJUSTED    1 2
 NO0170
 NO0170.Superseded values are not recommended for survey control.
 NO0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0170.See file dsdata.txt to determine how the superseded data were derived.
 NO0170
 NO0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN611232(NAD 83)
 NO0170_MARKER: DB = BENCH MARK DISK
 NO0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0170_SP_SET: CONCRETE POST
 NO0170_STAMPING: S 20 1933 2899.682
 NO0170_MARK LOGO: CGS   
 NO0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0170+STABILITY: SURFACE MOTION
 NO0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0170+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1991
 NO0170
 NO0170  HISTORY     - Date     Condition        Report By
 NO0170  HISTORY     - 1933     MONUMENTED       CGS
 NO0170  HISTORY     - 1934     GOOD             NGS
 NO0170  HISTORY     - 19910804 GOOD             NGS
 NO0170
 NO0170                          STATION DESCRIPTION
 NO0170
 NO0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NO0170'24 MI SW FROM VALENTINE.
 NO0170'7.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 NO0170'VALENTINE, CHERRY COUNTY, THENCE 16.8 MILES SOUTHWEST ALONG A
 NO0170'DIRT ROAD, 2.3 MILES SOUTHWEST OF GORDON VALLEY RANCH, 0.7 MILE
 NO0170'SOUTHWEST OF A HIGH WOODEN CULVERT, 0.1 MILE NORTH OF AN
 NO0170'AUTOMOBILE GATE, AT A 90-DEGREE TURN IN THE ROAD, 46 FEET EAST
 NO0170'OF A FENCE CORNER, 45 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 NO0170'ON A SMALL KNOLL, AND AT A FENCE LINE.  A STANDARD DISK, STAMPED
 NO0170'2899.682 S 20 1933 AND SET IN THE TOP OF A CONCRETE POST
 NO0170'PROJECTION 3 INCHES ABOVE GROUND.
 NO0170
 NO0170                          STATION RECOVERY (1991)
 NO0170
 NO0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0170'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0170'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 9.7 KM (6.00 MI) WESTERLY
 NO0170'ALONG STATE HIGHWAY SPUR 16B, THENCE 4.5 KM (2.80 MI) WESTERLY ALONG
 NO0170'A PAVED ROAD, 0.3 KM (0.20 MI) SOUTHWEST OF THE INTERSECTION OF THE
 NO0170'BOW AND ARROW RANCH ENTRANCE ROAD, 13.5 M (44.3 FT) NORTHEAST OF A
 NO0170'Y-FENCE CORNER, 12.8 M (42.0 FT) NORTHWEST OF THE ROAD CENTER, 9.0 M
 NO0170'(29.5 FT) SOUTHWEST OF A UTILITY POLE WITH 2 GUY CABLES, 0.6 M (2.0
 NO0170'FT) ABOVE THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) NORTHEAST OF A
 NO0170'WITNESS POST, DIRECTLY UNDER A FENCE, AND THE MONUMENT IS FLUSH WITH
 NO0170'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0053 ***********************************************************************
 LJ0053  DESIGNATION -  S 200
 LJ0053  PID         -  LJ0053
 LJ0053  STATE/COUNTY-  NE/RED WILLOW
 LJ0053  USGS QUAD   -  SHIPPEE (1983)
 LJ0053
 LJ0053                         *CURRENT SURVEY CONTROL
 LJ0053  ___________________________________________________________________
 LJ0053* NAD 83(1986)-  40 05 18.     (N)    100 12 05.     (W)     SCALED    
 LJ0053* NAVD 88     -       715.618  (meters)    2347.82   (feet)  ADJUSTED  
 LJ0053  ___________________________________________________________________
 LJ0053  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 LJ0053  DYNAMIC HT  -         715.148 (meters)    2346.28  (feet)  COMP
 LJ0053  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 LJ0053
 LJ0053  VERT ORDER  -  SECOND    CLASS 0
 LJ0053
 LJ0053.The horizontal coordinates were scaled from a topographic map and have
 LJ0053.an estimated accuracy of +/- 6 seconds.
 LJ0053
 LJ0053.The orthometric height was determined by differential leveling
 LJ0053.and adjusted by the National Geodetic Survey in June 1991..
 LJ0053
 LJ0053.The geoid height was determined by GEOID03.
 LJ0053
 LJ0053.The dynamic height is computed by dividing the NAVD 88
 LJ0053.geopotential number by the normal gravity value computed on the
 LJ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0053.degrees latitude (g = 980.6199 gals.).
 LJ0053
 LJ0053.The modeled gravity was interpolated from observed gravity values.
 LJ0053
 LJ0053;                    North         East    Units  Estimated Accuracy
 LJ0053;SPC NE       -    28,330.      482,830.      MT  (+/- 180 meters Scaled)
 LJ0053
 LJ0053                          SUPERSEDED SURVEY CONTROL
 LJ0053
 LJ0053  NGVD 29 (??/??/92)  715.338  (m)         2346.90   (f) ADJ UNCH    2 0
 LJ0053
 LJ0053.Superseded values are not recommended for survey control.
 LJ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0053.See file dsdata.txt to determine how the superseded data were derived.
 LJ0053
 LJ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK975382(NAD 83)
 LJ0053_MARKER: DB = BENCH MARK DISK
 LJ0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LJ0053_SP_SET: BRIDGE ABUTMENT
 LJ0053_STAMPING: S 200 1934
 LJ0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LJ0053
 LJ0053  HISTORY     - Date     Condition        Report By
 LJ0053  HISTORY     - 1934     MONUMENTED       CGS
 LJ0053
 LJ0053                          STATION DESCRIPTION
 LJ0053
 LJ0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0053'4.9 MI NE FROM LEBANON.
 LJ0053'4.9 MILES NORTHEAST OF BURLINGTON RR. STATION AT LEBANON AT
 LJ0053'SHIPPEE, 150 FEET SOUTH OF MILEPOST 41, 100 FEET SOUTHEAST OF
 LJ0053'C.B. AND Q. RR. TRACK AND 120 FEET SOUTHEAST OF RAILROAD TRESTLE,
 LJ0053'IN THE NORTHWEST CONCRETE ABUTMENT OF A STEEL BRIDGE ON STATE
 LJ0053'HIGHWAY 89.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0312 ***********************************************************************
 NO0312  DESIGNATION -  S 206
 NO0312  PID         -  NO0312
 NO0312  STATE/COUNTY-  NE/CHERRY
 NO0312  USGS QUAD   -  MERRIMAN (1990)
 NO0312
 NO0312                         *CURRENT SURVEY CONTROL
 NO0312  ___________________________________________________________________
 NO0312* NAD 83(1986)-  42 55 34.     (N)    101 39 53.     (W)     SCALED    
 NO0312* NAVD 88     -       988.799  (meters)    3244.08   (feet)  ADJUSTED  
 NO0312  ___________________________________________________________________
 NO0312  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 NO0312  DYNAMIC HT  -         988.371 (meters)    3242.68  (feet)  COMP
 NO0312  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 NO0312
 NO0312  VERT ORDER  -  FIRST     CLASS II
 NO0312
 NO0312.The horizontal coordinates were scaled from a topographic map and have
 NO0312.an estimated accuracy of +/- 6 seconds.
 NO0312
 NO0312.The orthometric height was determined by differential leveling
 NO0312.and adjusted by the National Geodetic Survey in July 2002..
 NO0312
 NO0312.The geoid height was determined by GEOID03.
 NO0312
 NO0312.The dynamic height is computed by dividing the NAVD 88
 NO0312.geopotential number by the normal gravity value computed on the
 NO0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0312.degrees latitude (g = 980.6199 gals.).
 NO0312
 NO0312.The modeled gravity was interpolated from observed gravity values.
 NO0312
 NO0312;                    North         East    Units  Estimated Accuracy
 NO0312;SPC NE       -   344,720.      364,110.      MT  (+/- 180 meters Scaled)
 NO0312
 NO0312                          SUPERSEDED SURVEY CONTROL
 NO0312
 NO0312  NAVD 88 (06/15/91)  988.755  (m)         3243.94   (f) UNKNOWN     1 2
 NO0312  NGVD 29 (??/??/92)  988.343  (m)         3242.59   (f) ADJ UNCH    1 2
 NO0312
 NO0312.Superseded values are not recommended for survey control.
 NO0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0312.See file dsdata.txt to determine how the superseded data were derived.
 NO0312
 NO0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN825560(NAD 83)
 NO0312_MARKER: DB = BENCH MARK DISK
 NO0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0312_STAMPING: S 206 1938
 NO0312_MARK LOGO: CGS   
 NO0312_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0312+STABILITY: SURFACE MOTION
 NO0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0312+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NO0312
 NO0312  HISTORY     - Date     Condition        Report By
 NO0312  HISTORY     - 1938     MONUMENTED       CGS
 NO0312  HISTORY     - 1957     GOOD             NGS
 NO0312  HISTORY     - 19991006 GOOD             NGS
 NO0312
 NO0312                          STATION DESCRIPTION
 NO0312
 NO0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0312'2 MI E FROM MERRIMAN.
 NO0312'ABOUT 1.95 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0312'FROM THE STATION AT MERRIMAN, IN SECTION 15, T. 34 N., R. 37 W.,
 NO0312'9 FEET SOUTH OF THE 5TH POLE WEST OF MILEPOST 330, 48 FEET SOUTH
 NO0312'OF THE SOUTH RAIL, 0.25 MILE WEST OF A RANCH ROAD CROSSING, 164
 NO0312'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 139 FEET
 NO0312'NORTH-NORTHEAST OF THE EAST END OF THE NORTH HEAD WALL OF A
 NO0312'30-INCH PIPE CULVERT UNDER THE HIGHWAY, 190 FEET EAST OF THE
 NO0312'SOUTH END OF A 24-INCH PIPE CULVERT UNDER THE TRACK, 56 FEET
 NO0312'NORTH OF TELEPHONE POLE NUMBER 7, ABOUT LEVEL WITH THE TRACK, 2
 NO0312'FEET NORTH OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A
 NO0312'CONCRETE POST WHICH PROJECTS 3 INCHES.
 NO0312
 NO0312                          STATION RECOVERY (1999)
 NO0312
 NO0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NO0312'3.1 KM (1.90 MI) EASTERLY ALONG U.S.  HIGHWAY 20 FROM THE POST OFFICE
 NO0312'IN MERRIMAN, 49.8 M (163.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 36.0 M
 NO0312'(118.1 FT) NORTHEAST OF THE NORTH END OF A CULVERT UNDER THE HIGHWAY,
 NO0312'14.9 M (48.9 FT) SOUTH OF THE CENTER OF A RAILROAD GRADE (TRACK
 NO0312'REMOVED) , 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 NO0312'FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 NO0312'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 NO0312'THE NEBKOTA RAILROAD, CONTACT--GEORGE LAPRAY, 111 NORTH MAIN STREET,
 NO0312'CHADRON, NE 69337, TELEPHONE NUMBER (308) 432-2487.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0300 ***********************************************************************
 LG0300  DESIGNATION -  S 207
 LG0300  PID         -  LG0300
 LG0300  STATE/COUNTY-  NE/LANCASTER
 LG0300  USGS QUAD   -  LINCOLN (1980)
 LG0300
 LG0300                         *CURRENT SURVEY CONTROL
 LG0300  ___________________________________________________________________
 LG0300* NAD 83(1986)-  40 45 43.     (N)    096 39 46.     (W)     SCALED    
 LG0300* NAVD 88     -       371.474  (meters)    1218.74   (feet)  ADJUSTED  
 LG0300  ___________________________________________________________________
 LG0300  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 LG0300  DYNAMIC HT  -         371.313 (meters)    1218.22  (feet)  COMP
 LG0300  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 LG0300
 LG0300  VERT ORDER  -  FIRST     CLASS II
 LG0300
 LG0300.The horizontal coordinates were scaled from a topographic map and have
 LG0300.an estimated accuracy of +/- 6 seconds.
 LG0300
 LG0300.The orthometric height was determined by differential leveling
 LG0300.and adjusted by the National Geodetic Survey in June 1991..
 LG0300
 LG0300.The geoid height was determined by GEOID03.
 LG0300
 LG0300.The dynamic height is computed by dividing the NAVD 88
 LG0300.geopotential number by the normal gravity value computed on the
 LG0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0300.degrees latitude (g = 980.6199 gals.).
 LG0300
 LG0300.The modeled gravity was interpolated from observed gravity values.
 LG0300
 LG0300;                    North         East    Units  Estimated Accuracy
 LG0300;SPC NE       -   108,540.      781,640.      MT  (+/- 180 meters Scaled)
 LG0300
 LG0300                          SUPERSEDED SURVEY CONTROL
 LG0300
 LG0300  NGVD 29 (??/??/92)  371.379  (m)         1218.43   (f) ADJ UNCH    1 2
 LG0300
 LG0300.Superseded values are not recommended for survey control.
 LG0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0300.See file dsdata.txt to determine how the superseded data were derived.
 LG0300
 LG0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL972149(NAD 83)
 LG0300_MARKER: DB = BENCH MARK DISK
 LG0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0300_STAMPING: S 207 1940
 LG0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0300+STABILITY: SURFACE MOTION
 LG0300
 LG0300  HISTORY     - Date     Condition        Report By
 LG0300  HISTORY     - 1940     MONUMENTED       CGS
 LG0300  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0300
 LG0300                          STATION DESCRIPTION
 LG0300
 LG0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0300'5.7 MI SE FROM LINCOLN.
 LG0300'5.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0300'RAILROAD FROM THE STATION AT LINCOLN, LANCASTER COUNTY, AT A
 LG0300'GRAVEL ROAD CROSSING, 99 FEET SOUTHEAST OF THE CENTER OF THE
 LG0300'CROSSING, 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 41 FEET
 LG0300'EAST OF THE CENTERLINE OF THE ROAD, AND 2.5 FEET WEST OF A
 LG0300'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED S 207
 LG0300'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 LG0300'FOOT ABOVE THE GROUND.
 LG0300
 LG0300                          STATION RECOVERY (1991)
 LG0300
 LG0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0300'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0289 ***********************************************************************
 LG0289  DESIGNATION -  S 208
 LG0289  PID         -  LG0289
 LG0289  STATE/COUNTY-  NE/LANCASTER
 LG0289  USGS QUAD   -  BENNET (1972)
 LG0289
 LG0289                         *CURRENT SURVEY CONTROL
 LG0289  ___________________________________________________________________
 LG0289* NAD 83(1986)-  40 40 59.     (N)    096 30 51.     (W)     SCALED    
 LG0289* NAVD 88     -       385.693  (meters)    1265.39   (feet)  ADJUSTED  
 LG0289  ___________________________________________________________________
 LG0289  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 LG0289  DYNAMIC HT  -         385.521 (meters)    1264.83  (feet)  COMP
 LG0289  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 LG0289
 LG0289  VERT ORDER  -  FIRST     CLASS II
 LG0289
 LG0289.The horizontal coordinates were scaled from a topographic map and have
 LG0289.an estimated accuracy of +/- 6 seconds.
 LG0289
 LG0289.The orthometric height was determined by differential leveling
 LG0289.and adjusted by the National Geodetic Survey in June 1991..
 LG0289
 LG0289.The geoid height was determined by GEOID03.
 LG0289
 LG0289.The dynamic height is computed by dividing the NAVD 88
 LG0289.geopotential number by the normal gravity value computed on the
 LG0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0289.degrees latitude (g = 980.6199 gals.).
 LG0289
 LG0289.The modeled gravity was interpolated from observed gravity values.
 LG0289
 LG0289;                    North         East    Units  Estimated Accuracy
 LG0289;SPC NE       -   100,280.      794,530.      MT  (+/- 180 meters Scaled)
 LG0289
 LG0289                          SUPERSEDED SURVEY CONTROL
 LG0289
 LG0289  NGVD 29 (??/??/92)  385.589  (m)         1265.05   (f) ADJ UNCH    1 2
 LG0289
 LG0289.Superseded values are not recommended for survey control.
 LG0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0289.See file dsdata.txt to determine how the superseded data were derived.
 LG0289
 LG0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL100065(NAD 83)
 LG0289_MARKER: DB = BENCH MARK DISK
 LG0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0289_STAMPING: S 208 1940
 LG0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0289+STABILITY: SURFACE MOTION
 LG0289
 LG0289  HISTORY     - Date     Condition        Report By
 LG0289  HISTORY     - 1940     MONUMENTED       CGS
 LG0289  HISTORY     - 19911022 MARK NOT FOUND   NGS
 LG0289
 LG0289                          STATION DESCRIPTION
 LG0289
 LG0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0289'0.7 MI NW FROM BENNET.
 LG0289'0.7 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LG0289'RAILROAD FROM THE STATION AT BENNET, LANCASTER COUNTY, 198
 LG0289'FEET NORTHWEST OF A GRAVEL-ROAD CROSSING, 48 FEET WEST OF THE
 LG0289'CENTERLINE OF THE TRACK, AND 3 FEET NORTH OF A WHITE WOODEN
 LG0289'WITNESS POST.  A STANDARD DISK, STAMPED S 208 1940 AND SE IN
 LG0289'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LG0289
 LG0289                          STATION RECOVERY (1991)
 LG0289
 LG0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0289'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0442 ***********************************************************************
 LG0442  DESIGNATION -  S 209
 LG0442  PID         -  LG0442
 LG0442  STATE/COUNTY-  NE/SALINE
 LG0442  USGS QUAD   -  FRIEND (1966)
 LG0442
 LG0442                         *CURRENT SURVEY CONTROL
 LG0442  ___________________________________________________________________
 LG0442* NAD 83(1986)-  40 39 15.     (N)    097 17 44.     (W)     SCALED    
 LG0442* NAVD 88     -       474.649  (meters)    1557.24   (feet)  ADJUSTED  
 LG0442  ___________________________________________________________________
 LG0442  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0442  DYNAMIC HT  -         474.390 (meters)    1556.39  (feet)  COMP
 LG0442  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 LG0442
 LG0442  VERT ORDER  -  FIRST     CLASS II
 LG0442
 LG0442.The horizontal coordinates were scaled from a topographic map and have
 LG0442.an estimated accuracy of +/- 6 seconds.
 LG0442
 LG0442.The orthometric height was determined by differential leveling
 LG0442.and adjusted by the National Geodetic Survey in June 1991..
 LG0442
 LG0442.The geoid height was determined by GEOID03.
 LG0442
 LG0442.The dynamic height is computed by dividing the NAVD 88
 LG0442.geopotential number by the normal gravity value computed on the
 LG0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0442.degrees latitude (g = 980.6199 gals.).
 LG0442
 LG0442.The modeled gravity was interpolated from observed gravity values.
 LG0442
 LG0442;                    North         East    Units  Estimated Accuracy
 LG0442;SPC NE       -    94,710.      728,630.      MT  (+/- 180 meters Scaled)
 LG0442
 LG0442                          SUPERSEDED SURVEY CONTROL
 LG0442
 LG0442  NGVD 29 (??/??/92)  474.486  (m)         1556.71   (f) ADJ UNCH    1 2
 LG0442
 LG0442.Superseded values are not recommended for survey control.
 LG0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0442.See file dsdata.txt to determine how the superseded data were derived.
 LG0442
 LG0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL440017(NAD 83)
 LG0442_MARKER: DB = BENCH MARK DISK
 LG0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LG0442_SP_SET: CULVERT
 LG0442_STAMPING: S 209 1940
 LG0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG0442
 LG0442  HISTORY     - Date     Condition        Report By
 LG0442  HISTORY     - 1940     MONUMENTED       CGS
 LG0442
 LG0442                          STATION DESCRIPTION
 LG0442
 LG0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LG0442'0.5 MI W FROM FRIEND.
 LG0442'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0442'FROM THE STATION AT FRIEND, SALINE COUNTY, 117 FEET SOUTH OF THE
 LG0442'CENTERLINE OF THE MAIN TRACK, 28.5 FEET NORTH OF THE CENTERLINE
 LG0442'OF U.S. HIGHWAY 6, AT A 5- BY 5-FOOT CONCRETE-BOX CULVERT UNDER
 LG0442'THE HIGHWAY, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL,
 LG0442'AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 LG0442'S 209 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0443 ***********************************************************************
 LG0443  DESIGNATION -  S 209 RESET
 LG0443  PID         -  LG0443
 LG0443  STATE/COUNTY-  NE/SALINE
 LG0443  USGS QUAD   -  FRIEND (1966)
 LG0443
 LG0443                         *CURRENT SURVEY CONTROL
 LG0443  ___________________________________________________________________
 LG0443* NAD 83(1986)-  40 39 15.     (N)    097 17 44.     (W)     SCALED    
 LG0443* NAVD 88     -       474.714  (meters)    1557.46   (feet)  ADJUSTED  
 LG0443  ___________________________________________________________________
 LG0443  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 LG0443  DYNAMIC HT  -         474.455 (meters)    1556.61  (feet)  COMP
 LG0443  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 LG0443
 LG0443  VERT ORDER  -  FIRST     CLASS II
 LG0443
 LG0443.The horizontal coordinates were scaled from a topographic map and have
 LG0443.an estimated accuracy of +/- 6 seconds.
 LG0443
 LG0443.The orthometric height was determined by differential leveling
 LG0443.and adjusted by the National Geodetic Survey in May 1993..
 LG0443
 LG0443.The geoid height was determined by GEOID03.
 LG0443
 LG0443.The dynamic height is computed by dividing the NAVD 88
 LG0443.geopotential number by the normal gravity value computed on the
 LG0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0443.degrees latitude (g = 980.6199 gals.).
 LG0443
 LG0443.The modeled gravity was interpolated from observed gravity values.
 LG0443
 LG0443;                    North         East    Units  Estimated Accuracy
 LG0443;SPC NE       -    94,710.      728,630.      MT  (+/- 180 meters Scaled)
 LG0443
 LG0443                          SUPERSEDED SURVEY CONTROL
 LG0443
 LG0443  NGVD 29 (??/??/??)  474.58   (m)         1557.0    (f) RESET       3  
 LG0443
 LG0443.Superseded values are not recommended for survey control.
 LG0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0443.See file dsdata.txt to determine how the superseded data were derived.
 LG0443
 LG0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL440017(NAD 83)
 LG0443_MARKER: DB = BENCH MARK DISK
 LG0443_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LG0443_SP_SET: HEADWALL
 LG0443_STAMPING: S 209 RESET 1966
 LG0443_MARK LOGO: CGS   
 LG0443_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0443+STABILITY: SURFACE MOTION
 LG0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0443+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LG0443
 LG0443  HISTORY     - Date     Condition        Report By
 LG0443  HISTORY     - 1966     MONUMENTED       LOCENG
 LG0443  HISTORY     - 19911008 GOOD             NGS
 LG0443
 LG0443                          STATION DESCRIPTION
 LG0443
 LG0443'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 LG0443'0.5 MI W FROM FRIEND.
 LG0443'ABOUT 0.5 MILES WEST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 LG0443'RAILROAD FROM THE STATION AT FRIEND, 107.7 FEET SOUTH OF THE
 LG0443'CENTERLINE OF THE MAIN TRACK, 37.8 FEET NORTH OF THE CENTERLINE
 LG0443'OF U.S. HIGHWAY 6, AT A 4 BY 4-FOOT CONCRETE BOX CULVERT UNDER
 LG0443'THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL
 LG0443'AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 LG0443
 LG0443                          STATION RECOVERY (1991)
 LG0443
 LG0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LG0443'25.8 KM (16.05 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 LG0443'OF U.S. HIGHWAY 81 IN FAIRMONT, IN TOP OF AND 0.3 M (1.0 FT) EAST OF
 LG0443'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT, 10.9 M
 LG0443'(35.8 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 1.7 M (5.6 FT) BELOW
 LG0443'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0241 ***********************************************************************
 NO0241  DESIGNATION -  S 21
 NO0241  PID         -  NO0241
 NO0241  STATE/COUNTY-  NE/CHERRY
 NO0241  USGS QUAD   -  MULLEN NE (1987)
 NO0241
 NO0241                         *CURRENT SURVEY CONTROL
 NO0241  ___________________________________________________________________
 NO0241* NAD 83(1986)-  42 11 16.     (N)    101 02 19.     (W)     SCALED    
 NO0241* NAVD 88     -       998.104  (meters)    3274.61   (feet)  ADJUSTED  
 NO0241  ___________________________________________________________________
 NO0241  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 NO0241  DYNAMIC HT  -         997.582 (meters)    3272.90  (feet)  COMP
 NO0241  MODELED GRAV-     980,065.2   (mgal)                       NAVD 88
 NO0241
 NO0241  VERT ORDER  -  FIRST     CLASS II
 NO0241
 NO0241.The horizontal coordinates were scaled from a topographic map and have
 NO0241.an estimated accuracy of +/- 6 seconds.
 NO0241
 NO0241.The orthometric height was determined by differential leveling
 NO0241.and adjusted by the National Geodetic Survey in June 1991..
 NO0241
 NO0241.The geoid height was determined by GEOID03.
 NO0241
 NO0241.The dynamic height is computed by dividing the NAVD 88
 NO0241.geopotential number by the normal gravity value computed on the
 NO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0241.degrees latitude (g = 980.6199 gals.).
 NO0241
 NO0241.The modeled gravity was interpolated from observed gravity values.
 NO0241
 NO0241;                    North         East    Units  Estimated Accuracy
 NO0241;SPC NE       -   261,930.      414,230.      MT  (+/- 180 meters Scaled)
 NO0241
 NO0241                          SUPERSEDED SURVEY CONTROL
 NO0241
 NO0241  NGVD 29 (??/??/92)  997.755  (m)         3273.47   (f) ADJ UNCH    1 2
 NO0241
 NO0241.Superseded values are not recommended for survey control.
 NO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0241.See file dsdata.txt to determine how the superseded data were derived.
 NO0241
 NO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM316726(NAD 83)
 NO0241_MARKER: DB = BENCH MARK DISK
 NO0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0241_STAMPING: 3273.468 S 21 1933
 NO0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0241+STABILITY: SURFACE MOTION
 NO0241
 NO0241  HISTORY     - Date     Condition        Report By
 NO0241  HISTORY     - 1933     MONUMENTED       CGS
 NO0241  HISTORY     - 1934     GOOD             NGS
 NO0241  HISTORY     - 19910813 MARK NOT FOUND   NGS
 NO0241
 NO0241                          STATION DESCRIPTION
 NO0241
 NO0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NO0241'10 MI N FROM MULLEN.
 NO0241'IN CHERRY COUNTY, 10.0 MILES NORTH ALONG A DIRT ROAD FROM MULLEN,
 NO0241'HOOKER COUNTY, AT CHERRY SCHOOL, 31 FEET WEST OF THE BUILDING,
 NO0241'IN LINE WITH THE NORTH FACE, 92 FEET NORTH OF AN AUTOMOBILE
 NO0241'GATE ACROSS THE ROAD AT A SECTION LINE, AND AT THE WEST PROPERTY
 NO0241'LINE OF THE SCHOOLYARD.  A STANDARD DISK, STAMPED 3273.468
 NO0241'S 21 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NO0241'6 INCHES ABOVE GROUND.
 NO0241
 NO0241                          STATION RECOVERY (1934)
 NO0241
 NO0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NO0241'RECOVERED IN GOOD CONDITION.
 NO0241
 NO0241                          STATION RECOVERY (1991)
 NO0241
 NO0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0241'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0242 ***********************************************************************
 NO0242  DESIGNATION -  S 21 RESET
 NO0242  PID         -  NO0242
 NO0242  STATE/COUNTY-  NE/CHERRY
 NO0242  USGS QUAD   -  MULLEN NE (1987)
 NO0242
 NO0242                         *CURRENT SURVEY CONTROL
 NO0242  ___________________________________________________________________
 NO0242* NAD 83(1986)-  42 11 18.     (N)    101 02 20.     (W)     SCALED    
 NO0242* NAVD 88     -       997.447  (meters)    3272.46   (feet)  ADJUSTED  
 NO0242  ___________________________________________________________________
 NO0242  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 NO0242  DYNAMIC HT  -         996.926 (meters)    3270.75  (feet)  COMP
 NO0242  MODELED GRAV-     980,065.2   (mgal)                       NAVD 88
 NO0242
 NO0242  VERT ORDER  -  FIRST     CLASS II
 NO0242
 NO0242.The horizontal coordinates were scaled from a topographic map and have
 NO0242.an estimated accuracy of +/- 6 seconds.
 NO0242
 NO0242.The orthometric height was determined by differential leveling
 NO0242.and adjusted by the National Geodetic Survey in June 1994..
 NO0242
 NO0242.The geoid height was determined by GEOID03.
 NO0242
 NO0242.The dynamic height is computed by dividing the NAVD 88
 NO0242.geopotential number by the normal gravity value computed on the
 NO0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0242.degrees latitude (g = 980.6199 gals.).
 NO0242
 NO0242.The modeled gravity was interpolated from observed gravity values.
 NO0242
 NO0242;                    North         East    Units  Estimated Accuracy
 NO0242;SPC NE       -   261,990.      414,210.      MT  (+/- 180 meters Scaled)
 NO0242
 NO0242                          SUPERSEDED SURVEY CONTROL
 NO0242
 NO0242  NGVD 29 (02/14/92)  997.123  (m)         3271.39   (f) ADJUSTED    1 2
 NO0242
 NO0242.Superseded values are not recommended for survey control.
 NO0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0242.See file dsdata.txt to determine how the superseded data were derived.
 NO0242
 NO0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM316726(NAD 83)
 NO0242_MARKER: DB = BENCH MARK DISK
 NO0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0242_SP_SET: CONCRETE POST
 NO0242_STAMPING: S 21 RESET 1966
 NO0242_MARK LOGO: CGS   
 NO0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0242+STABILITY: SURFACE MOTION
 NO0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0242+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1991
 NO0242
 NO0242  HISTORY     - Date     Condition        Report By
 NO0242  HISTORY     - 1966     MONUMENTED       NEDR
 NO0242  HISTORY     - 1983     GOOD             NEDR
 NO0242  HISTORY     - 19910814 GOOD             NGS
 NO0242
 NO0242                          STATION DESCRIPTION
 NO0242
 NO0242'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1966
 NO0242'10 MI N FROM MULLEN.
 NO0242'IN CHERRY COUNTY, ABOUT 10 MILES NORTH ALONG A BITUMINOUS
 NO0242'SAND SURFACE COURSE ROAD FROM MULLEN, HOOKER COUNTY, AT CHERRY
 NO0242'SCHOOL, 773 FEET NORTH FROM BEGINNING OF A 5 DEGREE CURVE
 NO0242'TO THE LEFT ON HIGHWAY, 43 FEET EAST OF THE CENTERLINE OF THE
 NO0242'HIGHWAY, 16.5 FEET NORTH OF THE NORTHWEST CORNER OF A BUILDING,
 NO0242'6 FEET SOUTH OF A TELEPHONE POLE, 0.5 FOOT EAST OF A TELEPHONE
 NO0242'LINE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 NO0242
 NO0242                          STATION RECOVERY (1983)
 NO0242
 NO0242'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1983
 NO0242'773' SOUTH FROM BEGINNING OF A CURVE TO THE LEFT ON HWY. 97, 44.5
 NO0242'EAST OF CENTERLINE OF HWY. 6' SOUTH OF A TELEPHONE POLE, 76' NORTH
 NO0242'AND 62.5' WEST OF AN ABANDONED WELL. 56' NORTH AND 40' WEST OF A 4'
 NO0242'PIPE PROJECTING 5' OUT OF GROUND.
 NO0242
 NO0242                          STATION RECOVERY (1991)
 NO0242
 NO0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NO0242'16.5 KM (10.25 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0242'OF STATE HIGHWAY 2 IN MULLEN, 20.7 M (67.9 FT) NORTHWEST OF A 4-INCH
 NO0242'METAL PIPE THAT PROJECTS 54-INCHES ABOVE THE GROUND, 13.8 M (45.3 FT)
 NO0242'EAST OF THE HIGHWAY CENTERLINE, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 NO0242'HIGHWAY, 0.8 M (2.6 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 NO0242'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1401 ***********************************************************************
 MK1401  DESIGNATION -  S 210
 MK1401  PID         -  MK1401
 MK1401  STATE/COUNTY-  NE/PLATTE
 MK1401  USGS QUAD   -  SILVER CREEK SE (1958)
 MK1401
 MK1401                         *CURRENT SURVEY CONTROL
 MK1401  ___________________________________________________________________
 MK1401* NAD 83(1986)-  41 22 13.     (N)    097 32 10.     (W)     SCALED    
 MK1401* NAVD 88     -       458.632  (meters)    1504.70   (feet)  ADJUSTED  
 MK1401  ___________________________________________________________________
 MK1401  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 MK1401  DYNAMIC HT  -         458.426 (meters)    1504.02  (feet)  COMP
 MK1401  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 MK1401
 MK1401  VERT ORDER  -  FIRST     CLASS II
 MK1401
 MK1401.The horizontal coordinates were scaled from a topographic map and have
 MK1401.an estimated accuracy of +/- 6 seconds.
 MK1401
 MK1401.The orthometric height was determined by differential leveling
 MK1401.and adjusted by the National Geodetic Survey in June 1991..
 MK1401
 MK1401.The geoid height was determined by GEOID03.
 MK1401
 MK1401.The dynamic height is computed by dividing the NAVD 88
 MK1401.geopotential number by the normal gravity value computed on the
 MK1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1401.degrees latitude (g = 980.6199 gals.).
 MK1401
 MK1401.The modeled gravity was interpolated from observed gravity values.
 MK1401
 MK1401;                    North         East    Units  Estimated Accuracy
 MK1401;SPC NE       -   173,580.      706,040.      MT  (+/- 180 meters Scaled)
 MK1401
 MK1401                          SUPERSEDED SURVEY CONTROL
 MK1401
 MK1401  NGVD 29 (??/??/92)  458.439  (m)         1504.06   (f) ADJ UNCH    1 2
 MK1401
 MK1401.Superseded values are not recommended for survey control.
 MK1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1401.See file dsdata.txt to determine how the superseded data were derived.
 MK1401
 MK1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL224808(NAD 83)
 MK1401_MARKER: DB = BENCH MARK DISK
 MK1401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1401_SP_SET: BRIDGE
 MK1401_STAMPING: S 210 1940
 MK1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1401
 MK1401  HISTORY     - Date     Condition        Report By
 MK1401  HISTORY     - 1940     MONUMENTED       CGS
 MK1401
 MK1401                          STATION DESCRIPTION
 MK1401
 MK1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1401'2.5 MI SW FROM DUNCAN.
 MK1401'2.53 MILES SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT
 MK1401'DUNCAN.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC
 MK1401'RR., 145 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY NO. 30, 6.0
 MK1401'FEET SOUTH OF CENTERLINE OF SOUTH MAIN TRACK, B.M. IS SET FLUSH
 MK1401'AND HORIZONTALLY IN TOP OF SOUTH HEADWALL OF CONCRETE RR. BRIDGE
 MK1401'NO. 94.73, 1.8 FEET WEST OF EAST END OF BRIDGE.  NO 4 X 4 INCH
 MK1401'WOODEN POST WAS SET BECAUSE BRIDGE SERVES AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1377 ***********************************************************************
 MK1377  DESIGNATION -  S 211
 MK1377  PID         -  MK1377
 MK1377  STATE/COUNTY-  NE/MERRICK
 MK1377  USGS QUAD   -  CLARKS (1962)
 MK1377
 MK1377                         *CURRENT SURVEY CONTROL
 MK1377  ___________________________________________________________________
 MK1377* NAD 83(1986)-  41 12 47.     (N)    097 50 27.     (W)     SCALED    
 MK1377* NAVD 88     -       494.794  (meters)    1623.34   (feet)  ADJUSTED  
 MK1377  ___________________________________________________________________
 MK1377  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 MK1377  DYNAMIC HT  -         494.557 (meters)    1622.56  (feet)  COMP
 MK1377  MODELED GRAV-     980,128.8   (mgal)                       NAVD 88
 MK1377
 MK1377  VERT ORDER  -  FIRST     CLASS II
 MK1377
 MK1377.The horizontal coordinates were scaled from a topographic map and have
 MK1377.an estimated accuracy of +/- 6 seconds.
 MK1377
 MK1377.The orthometric height was determined by differential leveling
 MK1377.and adjusted by the National Geodetic Survey in June 1991..
 MK1377
 MK1377.The geoid height was determined by GEOID03.
 MK1377
 MK1377.The dynamic height is computed by dividing the NAVD 88
 MK1377.geopotential number by the normal gravity value computed on the
 MK1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1377.degrees latitude (g = 980.6199 gals.).
 MK1377
 MK1377.The modeled gravity was interpolated from observed gravity values.
 MK1377
 MK1377;                    North         East    Units  Estimated Accuracy
 MK1377;SPC NE       -   155,450.      681,000.      MT  (+/- 180 meters Scaled)
 MK1377
 MK1377                          SUPERSEDED SURVEY CONTROL
 MK1377
 MK1377  NGVD 29 (??/??/92)  494.585  (m)         1622.65   (f) ADJ UNCH    1 2
 MK1377
 MK1377.Superseded values are not recommended for survey control.
 MK1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1377.See file dsdata.txt to determine how the superseded data were derived.
 MK1377
 MK1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL971630(NAD 83)
 MK1377_MARKER: DB = BENCH MARK DISK
 MK1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1377_STAMPING: S 211 1940
 MK1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1377+STABILITY: SURFACE MOTION
 MK1377
 MK1377  HISTORY     - Date     Condition        Report By
 MK1377  HISTORY     - 1940     MONUMENTED       CGS
 MK1377
 MK1377                          STATION DESCRIPTION
 MK1377
 MK1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1377'0.4 MI SW FROM CLARKS.
 MK1377'0.4 MILE SOUTHWEST ALONG UNION PACIFIC RR. FROM STATION AT CLARKS.
 MK1377'BENCH MARK IS ALONG THE UNION PACIFIC RR. AND U.S. HIGHWAY NO. 30,
 MK1377'91 FEET SOUTH OF CENTERLINE OF SOUTH MAIN TRACK, 53 FEET NORTH
 MK1377'OF CENTERLINE OF HIGHWAY, 11 FEET NORTHEAST OF MILEPOST NO. 114,
 MK1377'3.0 FEET EAST OF 4 X 4 INCH WHITE WOODEN POST PROJECTING 1.8
 MK1377'FEET.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1149 ***********************************************************************
 MK1149  DESIGNATION -  S 212
 MK1149  PID         -  MK1149
 MK1149  STATE/COUNTY-  NE/MADISON
 MK1149  USGS QUAD   -  ENOLA (1976)
 MK1149
 MK1149                         *CURRENT SURVEY CONTROL
 MK1149  ___________________________________________________________________
 MK1149* NAD 83(1986)-  41 54 17.     (N)    097 27 50.     (W)     SCALED    
 MK1149* NAVD 88     -       514.918  (meters)    1689.36   (feet)  ADJUSTED  
 MK1149  ___________________________________________________________________
 MK1149  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 MK1149  DYNAMIC HT  -         514.710 (meters)    1688.68  (feet)  COMP
 MK1149  MODELED GRAV-     980,203.4   (mgal)                       NAVD 88
 MK1149
 MK1149  VERT ORDER  -  FIRST     CLASS II
 MK1149
 MK1149.The horizontal coordinates were scaled from a topographic map and have
 MK1149.an estimated accuracy of +/- 6 seconds.
 MK1149
 MK1149.The orthometric height was determined by differential leveling
 MK1149.and adjusted by the National Geodetic Survey in June 1991..
 MK1149
 MK1149.The geoid height was determined by GEOID03.
 MK1149
 MK1149.The dynamic height is computed by dividing the NAVD 88
 MK1149.geopotential number by the normal gravity value computed on the
 MK1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1149.degrees latitude (g = 980.6199 gals.).
 MK1149
 MK1149.The modeled gravity was interpolated from observed gravity values.
 MK1149
 MK1149;                    North         East    Units  Estimated Accuracy
 MK1149;SPC NE       -   233,060.      710,340.      MT  (+/- 180 meters Scaled)
 MK1149
 MK1149                          SUPERSEDED SURVEY CONTROL
 MK1149
 MK1149  NGVD 29 (??/??/92)  514.731  (m)         1688.75   (f) ADJ UNCH    1 2
 MK1149
 MK1149.Superseded values are not recommended for survey control.
 MK1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1149.See file dsdata.txt to determine how the superseded data were derived.
 MK1149
 MK1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM274403(NAD 83)
 MK1149_MARKER: DB = BENCH MARK DISK
 MK1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1149_STAMPING: S 212 1940
 MK1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1149+STABILITY: SURFACE MOTION
 MK1149
 MK1149  HISTORY     - Date     Condition        Report By
 MK1149  HISTORY     - 1940     MONUMENTED       CGS
 MK1149
 MK1149                          STATION DESCRIPTION
 MK1149
 MK1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MK1149'AT ENOLA.
 MK1149'AT ENOLA.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC
 MK1149'RR., 84 FEET SOUTH OF THE SOUTH END OF RR. STATION, 64 FEET
 MK1149'NORTHEAST OF THE CENTER OF INTERSECTION OF EAST-WEST ROAD AND
 MK1149'TRACK, 35 FEET EAST OF CENTERLINE OF TRACK, 4.7 FEET NORTH OF
 MK1149'TELEPHONE POLE, 3.2 FEET SOUTH OF 4X4 INCH WHITE WOODEN POST
 MK1149'PROJECTING 2.0 FEET, MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1139 ***********************************************************************
 NM1139  DESIGNATION -  S 213
 NM1139  PID         -  NM1139
 NM1139  STATE/COUNTY-  NE/MADISON
 NM1139  USGS QUAD   -  NORFOLK (1976)
 NM1139
 NM1139                         *CURRENT SURVEY CONTROL
 NM1139  ___________________________________________________________________
 NM1139* NAD 83(1986)-  42 04 00.     (N)    097 25 36.     (W)     SCALED    
 NM1139* NAVD 88     -       467.774  (meters)    1534.69   (feet)  ADJUSTED  
 NM1139  ___________________________________________________________________
 NM1139  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 NM1139  DYNAMIC HT  -         467.591 (meters)    1534.09  (feet)  COMP
 NM1139  MODELED GRAV-     980,216.2   (mgal)                       NAVD 88
 NM1139
 NM1139  VERT ORDER  -  FIRST     CLASS II
 NM1139
 NM1139.The horizontal coordinates were scaled from a topographic map and have
 NM1139.an estimated accuracy of +/- 6 seconds.
 NM1139
 NM1139.The orthometric height was determined by differential leveling
 NM1139.and adjusted by the National Geodetic Survey in June 1991..
 NM1139
 NM1139.The geoid height was determined by GEOID03.
 NM1139
 NM1139.The dynamic height is computed by dividing the NAVD 88
 NM1139.geopotential number by the normal gravity value computed on the
 NM1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1139.degrees latitude (g = 980.6199 gals.).
 NM1139
 NM1139.The modeled gravity was interpolated from observed gravity values.
 NM1139
 NM1139;                    North         East    Units  Estimated Accuracy
 NM1139;SPC NE       -   251,130.      712,890.      MT  (+/- 180 meters Scaled)
 NM1139
 NM1139                          SUPERSEDED SURVEY CONTROL
 NM1139
 NM1139  NGVD 29 (??/??/92)  467.591  (m)         1534.09   (f) ADJ UNCH    1 2
 NM1139
 NM1139.Superseded values are not recommended for survey control.
 NM1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1139.See file dsdata.txt to determine how the superseded data were derived.
 NM1139
 NM1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM301583(NAD 83)
 NM1139_MARKER: DB = BENCH MARK DISK
 NM1139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1139_SP_SET: CULVERT
 NM1139_STAMPING: S 213 1940
 NM1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1139
 NM1139  HISTORY     - Date     Condition        Report By
 NM1139  HISTORY     - 1940     MONUMENTED       CGS
 NM1139
 NM1139                          STATION DESCRIPTION
 NM1139
 NM1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NM1139'2.5 MI NW FROM NORFOLK.
 NM1139'2.5 MILES NORTHWEST ALONG CHICAGO AND NORTH WESTERN RR. FROM
 NM1139'THE SEVENTH STREET RR. STATION AT NORFOLK.  ALONG U.S. HIGHWAY
 NM1139'NO. 81, 500 FEET EAST OF THE CENTERLINE OF THE CHICAGO AND
 NM1139'NORTH WESTERN RR, 18 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 NM1139'B.M. IS SET FLUSH AND HORIZONTALLY IN THE TOP OF THE WEST
 NM1139'HEADWALL OF A DOUBLE-PIPE HIGHWAY CULVERT.  NO 4 X 4 INCH
 NM1139'WOODEN POST WAS SET BECAUSE CULVERT SERVES AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1140 ***********************************************************************
 NM1140  DESIGNATION -  S 213 RESET
 NM1140  PID         -  NM1140
 NM1140  STATE/COUNTY-  NE/MADISON
 NM1140  USGS QUAD   -  NORFOLK (1976)
 NM1140
 NM1140                         *CURRENT SURVEY CONTROL
 NM1140  ___________________________________________________________________
 NM1140* NAD 83(1986)-  42 04 00.     (N)    097 25 36.     (W)     SCALED    
 NM1140* NAVD 88     -       467.77   (meters)    1534.7    (feet)  RESET     
 NM1140  ___________________________________________________________________
 NM1140  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 NM1140
 NM1140  VERT ORDER  -  THIRD
 NM1140
 NM1140.The horizontal coordinates were scaled from a topographic map and have
 NM1140.an estimated accuracy of +/- 6 seconds.
 NM1140
 NM1140.The orthometric height was computed from unverified reset data.
 NM1140
 NM1140.The geoid height was determined by GEOID03.
 NM1140
 NM1140;                    North         East    Units  Estimated Accuracy
 NM1140;SPC NE       -   251,130.      712,890.      MT  (+/- 180 meters Scaled)
 NM1140
 NM1140                          SUPERSEDED SURVEY CONTROL
 NM1140
 NM1140  NGVD 29 (??/??/??)  467.59   (m)         1534.1    (f) RESET       3  
 NM1140
 NM1140.Superseded values are not recommended for survey control.
 NM1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1140.See file dsdata.txt to determine how the superseded data were derived.
 NM1140
 NM1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM301583(NAD 83)
 NM1140_MARKER: DB = BENCH MARK DISK
 NM1140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NM1140_SP_SET: CULVERT
 NM1140_STAMPING: S 213 RESET 1955
 NM1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1140
 NM1140  HISTORY     - Date     Condition        Report By
 NM1140  HISTORY     - 1955     MONUMENTED       NEDR
 NM1140  HISTORY     - 1983     GOOD             LOCSUR
 NM1140
 NM1140                          STATION DESCRIPTION
 NM1140
 NM1140'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1955
 NM1140'2.5 MI NW FROM NORFOLK.
 NM1140'2.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NM1140'FROM THE SEVENTH STREET STATION AT NORFOLK, MADISON COUNTY,
 NM1140'ABOUT 500 FEET EAST OF THE CENTERLINE OF THE TRACK, AT A
 NM1140'DOUBLE-PIPE CULVERT UNDER U.S. HIGHWAY 81 IN THE TOP OF THE
 NM1140'WEST HEADWALL AND 26 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 NM1140'A STANDARD DISK, STAMPED S 213 RESET 1955.
 NM1140
 NM1140                          STATION RECOVERY (1983)
 NM1140
 NM1140'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NM1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0177 ***********************************************************************
 NP0177  DESIGNATION -  S 214
 NP0177  PID         -  NP0177
 NP0177  STATE/COUNTY-  NE/SHERIDAN
 NP0177  USGS QUAD   -  ANTIOCH (1989)
 NP0177
 NP0177                         *CURRENT SURVEY CONTROL
 NP0177  ___________________________________________________________________
 NP0177* NAD 83(1986)-  42 04 07.     (N)    102 36 32.     (W)     SCALED    
 NP0177* NAVD 88     -      1185.862  (meters)    3890.62   (feet)  ADJUSTED  
 NP0177  ___________________________________________________________________
 NP0177  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 NP0177  DYNAMIC HT  -        1185.174 (meters)    3888.36  (feet)  COMP
 NP0177  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 NP0177
 NP0177  VERT ORDER  -  SECOND    CLASS 0
 NP0177
 NP0177.The horizontal coordinates were scaled from a topographic map and have
 NP0177.an estimated accuracy of +/- 6 seconds.
 NP0177
 NP0177.The orthometric height was determined by differential leveling
 NP0177.and adjusted by the National Geodetic Survey in June 1991..
 NP0177
 NP0177.The geoid height was determined by GEOID03.
 NP0177
 NP0177.The dynamic height is computed by dividing the NAVD 88
 NP0177.geopotential number by the normal gravity value computed on the
 NP0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0177.degrees latitude (g = 980.6199 gals.).
 NP0177
 NP0177.The modeled gravity was interpolated from observed gravity values.
 NP0177
 NP0177;                    North         East    Units  Estimated Accuracy
 NP0177;SPC NE       -   251,430.      284,180.      MT  (+/- 180 meters Scaled)
 NP0177
 NP0177                          SUPERSEDED SURVEY CONTROL
 NP0177
 NP0177  NGVD 29 (??/??/92) 1185.296  (m)         3888.76   (f) ADJ UNCH    2 0
 NP0177
 NP0177.Superseded values are not recommended for survey control.
 NP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0177.See file dsdata.txt to determine how the superseded data were derived.
 NP0177
 NP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG978601(NAD 83)
 NP0177_MARKER: DB = BENCH MARK DISK
 NP0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0177_STAMPING: S 214 1940
 NP0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0177+STABILITY: SURFACE MOTION
 NP0177
 NP0177  HISTORY     - Date     Condition        Report By
 NP0177  HISTORY     - 1940     MONUMENTED       CGS
 NP0177  HISTORY     - 1977     GOOD             BNRR
 NP0177
 NP0177                          STATION DESCRIPTION
 NP0177
 NP0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 NP0177'1.1 MI W FROM ANTIOCH.
 NP0177'1.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0177'FROM THE STATION AT ANTIOCH, SHERIDAN COUNTY, 240 FEET EAST OF AN
 NP0177'ANTIOCH SIGN 104 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 2,
 NP0177'27 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3.0 FEET WEST
 NP0177'OF A 4- BY 4-INCH WHITE POST PROJECTING 2.0 FEET ABOVE GROUND.
 NP0177'A STANDARD DISK, STAMPED S 214 1940 AND SET IN THE TOP OF A
 NP0177'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 NP0177
 NP0177                          STATION RECOVERY (1977)
 NP0177
 NP0177'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1977
 NP0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0543 ***********************************************************************
 LF0543  DESIGNATION -  S 215
 LF0543  PID         -  LF0543
 LF0543  STATE/COUNTY-  NE/RICHARDSON
 LF0543  USGS QUAD   -  HUMBOLDT SE (1965)
 LF0543
 LF0543                         *CURRENT SURVEY CONTROL
 LF0543  ___________________________________________________________________
 LF0543* NAD 83(1986)-  40 07 10.     (N)    095 48 43.     (W)     SCALED    
 LF0543* NAVD 88     -       288.876  (meters)     947.75   (feet)  ADJUSTED  
 LF0543  ___________________________________________________________________
 LF0543  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LF0543  DYNAMIC HT  -         288.713 (meters)     947.22  (feet)  COMP
 LF0543  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 LF0543
 LF0543  VERT ORDER  -  SECOND    CLASS 0
 LF0543
 LF0543.The horizontal coordinates were scaled from a topographic map and have
 LF0543.an estimated accuracy of +/- 6 seconds.
 LF0543
 LF0543.The orthometric height was determined by differential leveling
 LF0543.and adjusted by the National Geodetic Survey in June 1991..
 LF0543
 LF0543.The geoid height was determined by GEOID03.
 LF0543
 LF0543.The dynamic height is computed by dividing the NAVD 88
 LF0543.geopotential number by the normal gravity value computed on the
 LF0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0543.degrees latitude (g = 980.6199 gals.).
 LF0543
 LF0543.The modeled gravity was interpolated from observed gravity values.
 LF0543
 LF0543;                    North         East    Units  Estimated Accuracy
 LF0543;SPC NE       -    40,410.      856,850.      MT  (+/- 180 meters Scaled)
 LF0543
 LF0543                          SUPERSEDED SURVEY CONTROL
 LF0543
 LF0543  NGVD 29 (??/??/92)  288.790  (m)          947.47   (f) ADJ UNCH    2 0
 LF0543
 LF0543.Superseded values are not recommended for survey control.
 LF0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0543.See file dsdata.txt to determine how the superseded data were derived.
 LF0543
 LF0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE603448(NAD 83)
 LF0543_MARKER: DB = BENCH MARK DISK
 LF0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0543_SP_SET: BRIDGE
 LF0543_STAMPING: S 215 1945
 LF0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0543
 LF0543  HISTORY     - Date     Condition        Report By
 LF0543  HISTORY     - 1945     MONUMENTED       CGS
 LF0543  HISTORY     - 1981     GOOD             LOCSUR
 LF0543
 LF0543                          STATION DESCRIPTION
 LF0543
 LF0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LF0543'1.1 MI SE FROM DAWSON.
 LF0543'1.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LF0543'RAILROAD FROM THE STATION AT DAWSON, 7 POLES NORTHWEST OF
 LF0543'MILEPOST 32, AT BRIDGE 32.24, IN THE TOP OF THE SOUTHWEST END
 LF0543'OF THE SOUTHEAST ABUTMENT, 9 FEET SOUTHWEST OF THE CENTERLINE
 LF0543'OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  AN IRON
 LF0543'BENCH-MARK DISK, STAMPED S 215 1945.
 LF0543
 LF0543                          STATION RECOVERY (1981)
 LF0543
 LF0543'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 LF0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0158 ***********************************************************************
 NN0158  DESIGNATION -  S 216
 NN0158  PID         -  NN0158
 NN0158  STATE/COUNTY-  NE/HOLT
 NN0158  USGS QUAD   -  EWING (1986)
 NN0158
 NN0158                         *CURRENT SURVEY CONTROL
 NN0158  ___________________________________________________________________
 NN0158* NAD 83(1986)-  42 20 08.     (N)    098 19 12.     (W)     SCALED    
 NN0158* NAVD 88     -       601.197  (meters)    1972.43   (feet)  ADJUSTED  
 NN0158  ___________________________________________________________________
 NN0158  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 NN0158  DYNAMIC HT  -         600.952 (meters)    1971.62  (feet)  COMP
 NN0158  MODELED GRAV-     980,195.4   (mgal)                       NAVD 88
 NN0158
 NN0158  VERT ORDER  -  FIRST     CLASS II
 NN0158
 NN0158.The horizontal coordinates were scaled from a topographic map and have
 NN0158.an estimated accuracy of +/- 6 seconds.
 NN0158
 NN0158.The orthometric height was determined by differential leveling
 NN0158.and adjusted by the National Geodetic Survey in June 1991..
 NN0158
 NN0158.The geoid height was determined by GEOID03.
 NN0158
 NN0158.The dynamic height is computed by dividing the NAVD 88
 NN0158.geopotential number by the normal gravity value computed on the
 NN0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0158.degrees latitude (g = 980.6199 gals.).
 NN0158
 NN0158.The modeled gravity was interpolated from observed gravity values.
 NN0158
 NN0158;                    North         East    Units  Estimated Accuracy
 NN0158;SPC NE       -   279,170.      638,410.      MT  (+/- 180 meters Scaled)
 NN0158
 NN0158                          SUPERSEDED SURVEY CONTROL
 NN0158
 NN0158  NGVD 29 (??/??/92)  600.984  (m)         1971.73   (f) ADJ UNCH    1 2
 NN0158
 NN0158.Superseded values are not recommended for survey control.
 NN0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0158.See file dsdata.txt to determine how the superseded data were derived.
 NN0158
 NN0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM560872(NAD 83)
 NN0158_MARKER: DB = BENCH MARK DISK
 NN0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0158_STAMPING: S 216 1946
 NN0158_MARK LOGO: CGS   
 NN0158_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0158+STABILITY: SURFACE MOTION
 NN0158
 NN0158  HISTORY     - Date     Condition        Report By
 NN0158  HISTORY     - 1946     MONUMENTED       CGS
 NN0158  HISTORY     - 19940815 GOOD             NEDR
 NN0158
 NN0158                          STATION DESCRIPTION
 NN0158
 NN0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0158'4.1 MI W FROM ORCHARD.
 NN0158'IN HOLT COUNTY, 4.1 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE
 NN0158'POST OFFICE AT ORCHARD, ANTELOPE COUNTY, AT THE INTERSECTION
 NN0158'OF A NORTH-AND-SOUTH DIRT ROAD, 41 FEET SOUTH OF THE CENTERLINE
 NN0158'OF THE HIGHWAY, 40 FEET WEST OF THE CENTERLINE OF THE DIRT
 NN0158'ROAD, 36 FEET SOUTHEAST OF THE EAST END OF THE SOUTH HEADWALL
 NN0158'OF A CULVERT, 7 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH
 NN0158'OF A FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND
 NN0158'1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 216
 NN0158'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 NN0158'ABOVE GROUND.
 NN0158
 NN0158                          STATION RECOVERY (1994)
 NN0158
 NN0158'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0158'RECOVERED AS DESCRIBED, HOWEVER, THE MARK WAS RELOCATED DUE TO ROAD
 NN0158'CONSTRUCTION.  FOR FURTHER DETAILS, SEE THE DESCRIPTION TO THE NEW
 NN0158'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7412 ***********************************************************************
 AA7412  DESIGNATION -  S 216 RESET
 AA7412  PID         -  AA7412
 AA7412  STATE/COUNTY-  NE/HOLT
 AA7412  USGS QUAD   -  EWING (1986)
 AA7412
 AA7412                         *CURRENT SURVEY CONTROL
 AA7412  ___________________________________________________________________
 AA7412* NAD 83(1986)-  42 20 08.     (N)    098 19 12.     (W)     SCALED    
 AA7412* NAVD 88     -       601.40   (+/-2cm)    1973.1    (feet)  VERTCON   
 AA7412  ___________________________________________________________________
 AA7412  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AA7412
 AA7412  VERT ORDER  -  THIRD (See Below)
 AA7412
 AA7412.The horizontal coordinates were scaled from a topographic map and have
 AA7412.an estimated accuracy of +/- 6 seconds.
 AA7412
 AA7412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7412.The vertical order pertains to the NGVD 29 superseded value.
 AA7412
 AA7412.The geoid height was determined by GEOID03.
 AA7412
 AA7412;                    North         East    Units  Estimated Accuracy
 AA7412;SPC NE       -   279,170.      638,410.      MT  (+/- 180 meters Scaled)
 AA7412
 AA7412                          SUPERSEDED SURVEY CONTROL
 AA7412
 AA7412  NGVD 29 (08/02/06)  601.18   (m)         1972.4    (f) RESET       3  
 AA7412
 AA7412.Superseded values are not recommended for survey control.
 AA7412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7412.See file dsdata.txt to determine how the superseded data were derived.
 AA7412
 AA7412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM560872(NAD 83)
 AA7412_MARKER: DV = VERTICAL CONTROL DISK
 AA7412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7412_STAMPING: S 216 RESET 1994
 AA7412_MARK LOGO: NGS   
 AA7412_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7412+STABILITY: SURFACE MOTION
 AA7412
 AA7412  HISTORY     - Date     Condition        Report By
 AA7412  HISTORY     - 1994     MONUMENTED       NEDR
 AA7412
 AA7412                          STATION DESCRIPTION
 AA7412
 AA7412'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7412'THE MARK IS LOCATED ABOUT 3.80 MI (6.12 KM) WEST FROM ORCHARD, ON
 AA7412'PUBLIC RIGHT-OF-WAY AND NEAR THE NORTHEAST CORNER OF SEC 11, T27N,
 AA7412'R9W. TO REACH THE MARK FROM THE POST OFFICE, IN ORCHARD, GO WEST ON
 AA7412'U.S. HIGHWAY 20 FOR 3.80 MI (6.12 KM) TO THE JUNCTION WITH A COUNTY
 AA7412'ROAD AND THE MARK ON THE LEFT, 208.51 M (684.09 FT) SOUTH ALONG THE
 AA7412'COUNTY ROAD. THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST
 AA7412'THAT IS FLUSH WITH THE GROUND AND IS 10.00 M (32.81 FT) WEST FROM THE
 AA7412'CENTERLINE OF THE COUNTY ROAD, 21.434 M (70.321 FT) WEST-NORTHWEST
 AA7412'FROM A NAIL AND WASHER IN A POWER POLE, 19.585 M (64.255 FT)
 AA7412'WEST-SOUTHWEST FROM A NAIL AND WASHER IN THE TOP OF A FENCE POST,
 AA7412'5.850 M (19.193 FT) NORTHEAST FROM A NAIL AND WASHER IN THE TOP OF A
 AA7412'FENCE POST AND 0.550 M (1.804 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0194 ***********************************************************************
 NN0194  DESIGNATION -  S 217
 NN0194  PID         -  NN0194
 NN0194  STATE/COUNTY-  NE/HOLT
 NN0194  USGS QUAD   -  O'NEILL (1986)
 NN0194
 NN0194                         *CURRENT SURVEY CONTROL
 NN0194  ___________________________________________________________________
 NN0194* NAD 83(1986)-  42 27 03.     (N)    098 37 40.     (W)     SCALED    
 NN0194* NAVD 88     -       601.402  (meters)    1973.10   (feet)  ADJUSTED  
 NN0194  ___________________________________________________________________
 NN0194  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NN0194  DYNAMIC HT  -         601.177 (meters)    1972.36  (feet)  COMP
 NN0194  MODELED GRAV-     980,229.0   (mgal)                       NAVD 88
 NN0194
 NN0194  VERT ORDER  -  FIRST     CLASS II
 NN0194
 NN0194.The horizontal coordinates were scaled from a topographic map and have
 NN0194.an estimated accuracy of +/- 6 seconds.
 NN0194
 NN0194.The orthometric height was determined by differential leveling
 NN0194.and adjusted by the National Geodetic Survey in June 1991..
 NN0194
 NN0194.The geoid height was determined by GEOID03.
 NN0194
 NN0194.The dynamic height is computed by dividing the NAVD 88
 NN0194.geopotential number by the normal gravity value computed on the
 NN0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0194.degrees latitude (g = 980.6199 gals.).
 NN0194
 NN0194.The modeled gravity was interpolated from observed gravity values.
 NN0194
 NN0194;                    North         East    Units  Estimated Accuracy
 NN0194;SPC NE       -   291,520.      612,860.      MT  (+/- 180 meters Scaled)
 NN0194
 NN0194                          SUPERSEDED SURVEY CONTROL
 NN0194
 NN0194  NGVD 29 (??/??/92)  601.207  (m)         1972.46   (f) ADJ UNCH    1 2
 NN0194
 NN0194.Superseded values are not recommended for survey control.
 NN0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0194.See file dsdata.txt to determine how the superseded data were derived.
 NN0194
 NN0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM306999(NAD 83)
 NN0194_MARKER: DB = BENCH MARK DISK
 NN0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0194_SP_SET: CULVERT
 NN0194_STAMPING: S 217 1946
 NN0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0194
 NN0194  HISTORY     - Date     Condition        Report By
 NN0194  HISTORY     - 1946     MONUMENTED       CGS
 NN0194
 NN0194                          STATION DESCRIPTION
 NN0194
 NN0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0194'1.3 MI SE FROM O NEILL.
 NN0194'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM A POINT ONE BLOCK
 NN0194'SOUTH OF THE POST OFFICE AT O NEILL, HOLT COUNTY, AT THE
 NN0194'INTERSECTION OF A GRADED DIRT ROAD, 35 FEET NORTHEAST OF THE
 NN0194'CENTERLINE OF THE HIGHWAY, AT A TRIPLE PIPE CULVERT, IN THE TOP
 NN0194'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL, AND
 NN0194'1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 217
 NN0194'1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0195 ***********************************************************************
 NN0195  DESIGNATION -  S 217 RESET
 NN0195  PID         -  NN0195
 NN0195  STATE/COUNTY-  NE/HOLT
 NN0195  USGS QUAD   -  O'NEILL (1986)
 NN0195
 NN0195                         *CURRENT SURVEY CONTROL
 NN0195  ___________________________________________________________________
 NN0195* NAD 83(1986)-  42 27 03.     (N)    098 37 41.     (W)     SCALED    
 NN0195* NAVD 88     -       601.43   (meters)    1973.2    (feet)  RESET     
 NN0195  ___________________________________________________________________
 NN0195  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 NN0195
 NN0195  VERT ORDER  -  THIRD
 NN0195
 NN0195.The horizontal coordinates were scaled from a topographic map and have
 NN0195.an estimated accuracy of +/- 6 seconds.
 NN0195
 NN0195.The orthometric height was computed from unverified reset data.
 NN0195
 NN0195.The geoid height was determined by GEOID03.
 NN0195
 NN0195;                    North         East    Units  Estimated Accuracy
 NN0195;SPC NE       -   291,520.      612,830.      MT  (+/- 180 meters Scaled)
 NN0195
 NN0195                          SUPERSEDED SURVEY CONTROL
 NN0195
 NN0195  NGVD 29 (??/??/??)  601.23   (m)         1972.5    (f) RESET       3  
 NN0195
 NN0195.Superseded values are not recommended for survey control.
 NN0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0195.See file dsdata.txt to determine how the superseded data were derived.
 NN0195
 NN0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM305999(NAD 83)
 NN0195_MARKER: DB = BENCH MARK DISK
 NN0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NN0195_SP_SET: CULVERT
 NN0195_STAMPING: S 217 RESET 1968
 NN0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NN0195
 NN0195  HISTORY     - Date     Condition        Report By
 NN0195  HISTORY     - 1968     MONUMENTED       NEDR
 NN0195
 NN0195                          STATION DESCRIPTION
 NN0195
 NN0195'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1968
 NN0195'1.3 MI SE FROM O NIELL.
 NN0195'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAYS 20 AND 275 FROM A
 NN0195'POINT ONE BLOCK SOUTH OF THE POST OFFICE AT O NIELL, AT THE
 NN0195'INTERSECTION OF A GRADED DIRT ROAD, 42.7 FEET NORTHEAST OF THE
 NN0195'CENTER LINE OF THE HIGHWAY, AT A TRIPLE PIPE CULVERT, IN THE
 NN0195'TOP OF THE CENTER OF THE NORTHEAST HEADWALL, ABOUT 1 FOOT LOWER
 NN0195'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0419 ***********************************************************************
 NN0419  DESIGNATION -  S 218
 NN0419  PID         -  NN0419
 NN0419  STATE/COUNTY-  NE/HOLT
 NN0419  USGS QUAD   -  STUART NE (1954)
 NN0419
 NN0419                         *CURRENT SURVEY CONTROL
 NN0419  ___________________________________________________________________
 NN0419* NAD 83(1986)-  42 41 45.     (N)    099 06 29.     (W)     SCALED    
 NN0419* NAVD 88     -       642.125  (meters)    2106.71   (feet)  ADJUSTED  
 NN0419  ___________________________________________________________________
 NN0419  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 NN0419  DYNAMIC HT  -         641.881 (meters)    2105.90  (feet)  COMP
 NN0419  MODELED GRAV-     980,219.4   (mgal)                       NAVD 88
 NN0419
 NN0419  VERT ORDER  -  SECOND    CLASS 0
 NN0419
 NN0419.The horizontal coordinates were scaled from a topographic map and have
 NN0419.an estimated accuracy of +/- 6 seconds.
 NN0419
 NN0419.The orthometric height was determined by differential leveling
 NN0419.and adjusted by the National Geodetic Survey in June 1991..
 NN0419
 NN0419.The geoid height was determined by GEOID03.
 NN0419
 NN0419.The dynamic height is computed by dividing the NAVD 88
 NN0419.geopotential number by the normal gravity value computed on the
 NN0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0419.degrees latitude (g = 980.6199 gals.).
 NN0419
 NN0419.The modeled gravity was interpolated from observed gravity values.
 NN0419
 NN0419;                    North         East    Units  Estimated Accuracy
 NN0419;SPC NE       -   318,210.      573,080.      MT  (+/- 180 meters Scaled)
 NN0419
 NN0419                          SUPERSEDED SURVEY CONTROL
 NN0419
 NN0419  NGVD 29 (??/??/92)  641.885  (m)         2105.92   (f) ADJ UNCH    2 0
 NN0419
 NN0419.Superseded values are not recommended for survey control.
 NN0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0419.See file dsdata.txt to determine how the superseded data were derived.
 NN0419
 NN0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN911270(NAD 83)
 NN0419_MARKER: DB = BENCH MARK DISK
 NN0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0419_STAMPING: S 218 1946
 NN0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0419+STABILITY: SURFACE MOTION
 NN0419
 NN0419  HISTORY     - Date     Condition        Report By
 NN0419  HISTORY     - 1946     MONUMENTED       CGS
 NN0419
 NN0419                          STATION DESCRIPTION
 NN0419
 NN0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0419'10.1 MI N FROM STUART.
 NN0419'TO REACH FROM THE POST OFFICE AT STUART GO SOUTH 0.3 MILE ALONG
 NN0419'MAIN STREET, THENCE SOUTHEASTERLY 2.0 MILES ALONG U.S. HIGHWAY
 NN0419'NO. 20, THENCE NORTH 7.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 NN0419'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND
 NN0419'A DIRT T ROAD LEADING EAST, 54.0 FEET EAST OF AND ABOUT 1.0 FOOT
 NN0419'HIGHER THAN THE CENTER LINE OF THE GRAVELED ROAD, 22.0 FEET
 NN0419'NORTH OF THE CENTER LINE OF THE T ROAD, 10.5 FEET EAST OF A
 NN0419'FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT WEST OF A
 NN0419'4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED S 218 1946 SET IN
 NN0419'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 NN0419'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0343 ***********************************************************************
 NN0343  DESIGNATION -  S 219
 NN0343  PID         -  NN0343
 NN0343  STATE/COUNTY-  NE/HOLT
 NN0343  USGS QUAD   -  STUART (1954)
 NN0343
 NN0343                         *CURRENT SURVEY CONTROL
 NN0343  ___________________________________________________________________
 NN0343* NAD 83(1986)-  42 35 39.     (N)    099 09 38.     (W)     SCALED    
 NN0343* NAVD 88     -       657.250  (meters)    2156.33   (feet)  ADJUSTED  
 NN0343  ___________________________________________________________________
 NN0343  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 NN0343  DYNAMIC HT  -         656.993 (meters)    2155.48  (feet)  COMP
 NN0343  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 NN0343
 NN0343  VERT ORDER  -  FIRST     CLASS II
 NN0343
 NN0343.The horizontal coordinates were scaled from a topographic map and have
 NN0343.an estimated accuracy of +/- 6 seconds.
 NN0343
 NN0343.The orthometric height was determined by differential leveling
 NN0343.and adjusted by the National Geodetic Survey in June 1991..
 NN0343
 NN0343.The geoid height was determined by GEOID03.
 NN0343
 NN0343.The dynamic height is computed by dividing the NAVD 88
 NN0343.geopotential number by the normal gravity value computed on the
 NN0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0343.degrees latitude (g = 980.6199 gals.).
 NN0343
 NN0343.The modeled gravity was interpolated from observed gravity values.
 NN0343
 NN0343;                    North         East    Units  Estimated Accuracy
 NN0343;SPC NE       -   306,880.      568,890.      MT  (+/- 180 meters Scaled)
 NN0343
 NN0343                          SUPERSEDED SURVEY CONTROL
 NN0343
 NN0343  NGVD 29 (??/??/92)  657.018  (m)         2155.57   (f) ADJ UNCH    1 2
 NN0343
 NN0343.Superseded values are not recommended for survey control.
 NN0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0343.See file dsdata.txt to determine how the superseded data were derived.
 NN0343
 NN0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN868157(NAD 83)
 NN0343_MARKER: DB = BENCH MARK DISK
 NN0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0343_STAMPING: S 219 1946
 NN0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0343+STABILITY: SURFACE MOTION
 NN0343
 NN0343  HISTORY     - Date     Condition        Report By
 NN0343  HISTORY     - 1946     MONUMENTED       CGS
 NN0343  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NN0343
 NN0343                          STATION DESCRIPTION
 NN0343
 NN0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0343'0.3 MI S FROM STUART.
 NN0343'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0343'HOLT COUNTY, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY 20, AT THE
 NN0343'SOUTHEAST CORNER OF A FARM SHELTER BELT, 48.5 FEET NORTH OF THE
 NN0343'CENTERLINE OF THE HIGHWAY, 23 FEET WEST OF THE WEST END OF A BOARD
 NN0343'GATE, 3 FEET SOUTHEAST OF A POLE, 1 FOOT SOUTH OF A FENCE, 1 FOOT
 NN0343'EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE
 NN0343'HIGHWAY.  A STANDARD DISK, STAMPED S 219 1946 AND SET IN THE TOP
 NN0343'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NN0343
 NN0343                          STATION RECOVERY (1982)
 NN0343
 NN0343'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NN0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0345 ***********************************************************************
 NN0345  DESIGNATION -  S 219 RESET
 NN0345  PID         -  NN0345
 NN0345  STATE/COUNTY-  NE/HOLT
 NN0345  USGS QUAD   -  STUART (1954)
 NN0345
 NN0345                         *CURRENT SURVEY CONTROL
 NN0345  ___________________________________________________________________
 NN0345* NAD 83(1986)-  42 35 39.     (N)    099 09 38.     (W)     SCALED    
 NN0345* NAVD 88     -       657.04   (+/-2cm)    2155.6    (feet)  VERTCON   
 NN0345  ___________________________________________________________________
 NN0345  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 NN0345
 NN0345  VERT ORDER  -  THIRD (See Below)
 NN0345
 NN0345.The horizontal coordinates were scaled from a topographic map and have
 NN0345.an estimated accuracy of +/- 6 seconds.
 NN0345
 NN0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0345.The vertical order pertains to the NGVD 29 superseded value.
 NN0345
 NN0345.The geoid height was determined by GEOID03.
 NN0345
 NN0345;                    North         East    Units  Estimated Accuracy
 NN0345;SPC NE       -   306,880.      568,890.      MT  (+/- 180 meters Scaled)
 NN0345
 NN0345                          SUPERSEDED SURVEY CONTROL
 NN0345
 NN0345  NGVD 29 (08/02/06)  656.81   (m)         2154.9    (f) RESET       3  
 NN0345
 NN0345.Superseded values are not recommended for survey control.
 NN0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0345.See file dsdata.txt to determine how the superseded data were derived.
 NN0345
 NN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN868157(NAD 83)
 NN0345_MARKER: DB = BENCH MARK DISK
 NN0345_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NN0345+WITH SETTING: INTO GROUND
 NN0345_STAMPING: S 219 RESET 1976
 NN0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0345+STABILITY: SURFACE MOTION
 NN0345
 NN0345  HISTORY     - Date     Condition        Report By
 NN0345  HISTORY     - 1976     MONUMENTED       NGS
 NN0345
 NN0345                          STATION DESCRIPTION
 NN0345
 NN0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NN0345'1.2 MI SW FROM STUART.
 NN0345'0.3 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT STUART,
 NN0345'HOLT COUNTY, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY 20, 71.8
 NN0345'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 13 FEET EAST OF A
 NN0345'NORTH-SOUTH FENCELING, 1 FOOT NORTH OF A METAL WITNESS POST AND AT
 NN0345'THE NORTHWEST CORNER OF A GROVE OF TREES.  A STANDARD DISK STAMPED,
 NN0345'S 219 RESET 1976, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 NN0345'ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM , ENCASED IN A TILE
 NN0345'WITH GRAVEL AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0155 ***********************************************************************
 MM0155  DESIGNATION -  S 22
 MM0155  PID         -  MM0155
 MM0155  STATE/COUNTY-  NE/MCPHERSON
 MM0155  USGS QUAD   -  TRYON (1985)
 MM0155
 MM0155                         *CURRENT SURVEY CONTROL
 MM0155  ___________________________________________________________________
 MM0155* NAD 83(1986)-  41 33 10.     (N)    100 57 26.     (W)     SCALED    
 MM0155* NAVD 88     -       995.966  (meters)    3267.60   (feet)  ADJUSTED  
 MM0155  ___________________________________________________________________
 MM0155  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 MM0155  DYNAMIC HT  -         995.373 (meters)    3265.65  (feet)  COMP
 MM0155  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 MM0155
 MM0155  VERT ORDER  -  FIRST     CLASS II
 MM0155
 MM0155.The horizontal coordinates were scaled from a topographic map and have
 MM0155.an estimated accuracy of +/- 6 seconds.
 MM0155
 MM0155.The orthometric height was determined by differential leveling
 MM0155.and adjusted by the National Geodetic Survey in June 1991..
 MM0155
 MM0155.The geoid height was determined by GEOID03.
 MM0155
 MM0155.The dynamic height is computed by dividing the NAVD 88
 MM0155.geopotential number by the normal gravity value computed on the
 MM0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0155.degrees latitude (g = 980.6199 gals.).
 MM0155
 MM0155.The modeled gravity was interpolated from observed gravity values.
 MM0155
 MM0155;                    North         East    Units  Estimated Accuracy
 MM0155;SPC NE       -   191,340.      420,170.      MT  (+/- 180 meters Scaled)
 MM0155
 MM0155                          SUPERSEDED SURVEY CONTROL
 MM0155
 MM0155  NGVD 29 (02/14/92)  995.595  (m)         3266.38   (f) ADJUSTED    1 2
 MM0155
 MM0155.Superseded values are not recommended for survey control.
 MM0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0155.See file dsdata.txt to determine how the superseded data were derived.
 MM0155
 MM0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM367019(NAD 83)
 MM0155_MARKER: DB = BENCH MARK DISK
 MM0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0155_SP_SET: CONCRETE POST
 MM0155_STAMPING: S 22 1933 3266.388
 MM0155_MARK LOGO: CGS   
 MM0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0155+STABILITY: SURFACE MOTION
 MM0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MM0155+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 MM0155
 MM0155  HISTORY     - Date     Condition        Report By
 MM0155  HISTORY     - 1933     MONUMENTED       CGS
 MM0155  HISTORY     - 19910820 GOOD             NGS
 MM0155
 MM0155                          STATION DESCRIPTION
 MM0155
 MM0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0155'AT TRYON.
 MM0155'AT TRYON, MC PHERSON COUNTY, 20.7 FEET NORTH OF THE NORTHWEST
 MM0155'CORNER OF THE COUNTY COURTHOUSE, 15 YARDS SOUTH OF THE CENTERLINE
 MM0155'OF THE EAST-AND-WEST STREET, 22 FEET SOUTH OF A FENCE, AND AT
 MM0155'THE WEST LINE OF THE COURTHOUSE BUILDINGS.  A STANDARD DISK,
 MM0155'STAMPED 3266.388 S 22 1933 AND SET IN THE TOP OF A CONCRETE POST
 MM0155'PROJECTING 3 INCHES ABOVE GROUND.
 MM0155
 MM0155                          STATION RECOVERY (1991)
 MM0155
 MM0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MM0155'IN TRYON, AT THE INTERSECTION OF STATE HIGHWAY 97 AND ANDERSON
 MM0155'STREET, 39.4 M (129.3 FT) WEST OF THE CENTER OF THE STREET, 14.7 M
 MM0155'(48.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.3 M (20.7 FT)
 MM0155'NORTH OF THE NORTHWEST CORNER OF THE COUNTY COURTHOUSE, 1.0 M (3.3
 MM0155'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.02
 MM0155'M (0.07 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0388 ***********************************************************************
 NN0388  DESIGNATION -  S 220
 NN0388  PID         -  NN0388
 NN0388  STATE/COUNTY-  NE/KEYA PAHA
 NN0388  USGS QUAD   -  JAMISON (1964)
 NN0388
 NN0388                         *CURRENT SURVEY CONTROL
 NN0388  ___________________________________________________________________
 NN0388* NAD 83(1986)-  42 53 01.     (N)    099 19 32.     (W)     SCALED    
 NN0388* NAVD 88     -       610.513  (meters)    2002.99   (feet)  ADJUSTED  
 NN0388  ___________________________________________________________________
 NN0388  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 NN0388  DYNAMIC HT  -         610.286 (meters)    2002.25  (feet)  COMP
 NN0388  MODELED GRAV-     980,228.6   (mgal)                       NAVD 88
 NN0388
 NN0388  VERT ORDER  -  SECOND    CLASS 0
 NN0388
 NN0388.The horizontal coordinates were scaled from a topographic map and have
 NN0388.an estimated accuracy of +/- 6 seconds.
 NN0388
 NN0388.The orthometric height was determined by differential leveling
 NN0388.and adjusted by the National Geodetic Survey in June 1991..
 NN0388
 NN0388.The geoid height was determined by GEOID03.
 NN0388
 NN0388.The dynamic height is computed by dividing the NAVD 88
 NN0388.geopotential number by the normal gravity value computed on the
 NN0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0388.degrees latitude (g = 980.6199 gals.).
 NN0388
 NN0388.The modeled gravity was interpolated from observed gravity values.
 NN0388
 NN0388;                    North         East    Units  Estimated Accuracy
 NN0388;SPC NE       -   338,910.      555,100.      MT  (+/- 180 meters Scaled)
 NN0388
 NN0388                          SUPERSEDED SURVEY CONTROL
 NN0388
 NN0388  NGVD 29 (??/??/92)  610.235  (m)         2002.08   (f) ADJ UNCH    2 0
 NN0388
 NN0388.Superseded values are not recommended for survey control.
 NN0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0388.See file dsdata.txt to determine how the superseded data were derived.
 NN0388
 NN0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN734479(NAD 83)
 NN0388_MARKER: DB = BENCH MARK DISK
 NN0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0388_STAMPING: S 220 1946
 NN0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0388+STABILITY: SURFACE MOTION
 NN0388
 NN0388  HISTORY     - Date     Condition        Report By
 NN0388  HISTORY     - 1946     MONUMENTED       CGS
 NN0388
 NN0388                          STATION DESCRIPTION
 NN0388
 NN0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0388'4.5 MI SE FROM BROCKSBURG.
 NN0388'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0388'ALONG A GRADED DIRT ROAD, THENCE EAST 0.5 MILE ALONG A GRADED
 NN0388'DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 200 YARDS
 NN0388'NORTHWEST OF A FARMHOUSE, 27.0 FEET SOUTH OF AND ABOUT 1.0 FOOT
 NN0388'HIGHER THAN THE CENTER LINE OF THE ROAD, 4.0 FEET EAST OF A
 NN0388'FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT EAST OF A
 NN0388'4 IN X 4 IN MARKER POST.  A BRONZE DISK STAMPED S 220 1946 SET
 NN0388'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 NN0388'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1258 ***********************************************************************
 NM1258  DESIGNATION -  S 221
 NM1258  PID         -  NM1258
 NM1258  STATE/COUNTY-  NE/PIERCE
 NM1258  USGS QUAD   -  PLAINVIEW (1963)
 NM1258
 NM1258                         *CURRENT SURVEY CONTROL
 NM1258  ___________________________________________________________________
 NM1258* NAD 83(1986)-  42 20 31.     (N)    097 47 10.     (W)     SCALED    
 NM1258* NAVD 88     -       510.401  (meters)    1674.54   (feet)  ADJUSTED  
 NM1258  ___________________________________________________________________
 NM1258  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 NM1258  DYNAMIC HT  -         510.212 (meters)    1673.92  (feet)  COMP
 NM1258  MODELED GRAV-     980,234.7   (mgal)                       NAVD 88
 NM1258
 NM1258  VERT ORDER  -  FIRST     CLASS II
 NM1258
 NM1258.The horizontal coordinates were scaled from a topographic map and have
 NM1258.an estimated accuracy of +/- 6 seconds.
 NM1258
 NM1258.The orthometric height was determined by differential leveling
 NM1258.and adjusted by the National Geodetic Survey in June 1991..
 NM1258
 NM1258.The geoid height was determined by GEOID03.
 NM1258
 NM1258.The dynamic height is computed by dividing the NAVD 88
 NM1258.geopotential number by the normal gravity value computed on the
 NM1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1258.degrees latitude (g = 980.6199 gals.).
 NM1258
 NM1258.The modeled gravity was interpolated from observed gravity values.
 NM1258
 NM1258;                    North         East    Units  Estimated Accuracy
 NM1258;SPC NE       -   280,870.      682,370.      MT  (+/- 180 meters Scaled)
 NM1258
 NM1258                          SUPERSEDED SURVEY CONTROL
 NM1258
 NM1258  NGVD 29 (??/??/92)  510.216  (m)         1673.93   (f) ADJ UNCH    1 2
 NM1258
 NM1258.Superseded values are not recommended for survey control.
 NM1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1258.See file dsdata.txt to determine how the superseded data were derived.
 NM1258
 NM1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM999884(NAD 83)
 NM1258_MARKER: DB = BENCH MARK DISK
 NM1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1258_STAMPING: S 221 1946
 NM1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1258+STABILITY: SURFACE MOTION
 NM1258
 NM1258  HISTORY     - Date     Condition        Report By
 NM1258  HISTORY     - 1946     MONUMENTED       CGS
 NM1258  HISTORY     - 19991025 MARK NOT FOUND   NGS
 NM1258
 NM1258                          STATION DESCRIPTION
 NM1258
 NM1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NM1258'1 MI SE FROM PLAINVIEW.
 NM1258'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 NM1258'U.S. HIGHWAY 20 AT PLAINVIEW, PIERCE COUNTY, 42 FEET SOUTHWEST
 NM1258'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A NORTH-AND-SOUTH
 NM1258'FENCE LINE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, IN LINE
 NM1258'WITH THE RIGHT-OF-WAY FENCE, AND 1-1/2 FEET LOWER THAN THE
 NM1258'HIGHWAY.  A STANDARD DISK, STAMPED S 221 1946 AND SET IN THE TOP
 NM1258'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NM1258
 NM1258                          STATION RECOVERY (1999)
 NM1258
 NM1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NM1258'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0155 ***********************************************************************
 NN0155  DESIGNATION -  S 222
 NN0155  PID         -  NN0155
 NN0155  STATE/COUNTY-  NE/ANTELOPE
 NN0155  USGS QUAD   -  EWING (1986)
 NN0155
 NN0155                         *CURRENT SURVEY CONTROL
 NN0155  ___________________________________________________________________
 NN0155* NAD 83(1986)-  42 20 06.     (N)    098 15 43.     (W)     SCALED    
 NN0155* NAVD 88     -       600.127  (meters)    1968.92   (feet)  ADJUSTED  
 NN0155  ___________________________________________________________________
 NN0155  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 NN0155  DYNAMIC HT  -         599.881 (meters)    1968.11  (feet)  COMP
 NN0155  MODELED GRAV-     980,192.8   (mgal)                       NAVD 88
 NN0155
 NN0155  VERT ORDER  -  FIRST     CLASS II
 NN0155
 NN0155.The horizontal coordinates were scaled from a topographic map and have
 NN0155.an estimated accuracy of +/- 6 seconds.
 NN0155
 NN0155.The orthometric height was determined by differential leveling
 NN0155.and adjusted by the National Geodetic Survey in June 1991..
 NN0155
 NN0155.The geoid height was determined by GEOID03.
 NN0155
 NN0155.The dynamic height is computed by dividing the NAVD 88
 NN0155.geopotential number by the normal gravity value computed on the
 NN0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0155.degrees latitude (g = 980.6199 gals.).
 NN0155
 NN0155.The modeled gravity was interpolated from observed gravity values.
 NN0155
 NN0155;                    North         East    Units  Estimated Accuracy
 NN0155;SPC NE       -   279,200.      643,200.      MT  (+/- 180 meters Scaled)
 NN0155
 NN0155                          SUPERSEDED SURVEY CONTROL
 NN0155
 NN0155  NGVD 29 (??/??/92)  599.912  (m)         1968.21   (f) ADJ UNCH    1 2
 NN0155
 NN0155.Superseded values are not recommended for survey control.
 NN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0155.See file dsdata.txt to determine how the superseded data were derived.
 NN0155
 NN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM608872(NAD 83)
 NN0155_MARKER: DB = BENCH MARK DISK
 NN0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0155_STAMPING: S 222 1946
 NN0155_MARK LOGO: CGS   
 NN0155_MAGNETIC: N = NO MAGNETIC MATERIAL
 NN0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0155+STABILITY: SURFACE MOTION
 NN0155
 NN0155  HISTORY     - Date     Condition        Report By
 NN0155  HISTORY     - 1946     MONUMENTED       CGS
 NN0155  HISTORY     - 19940815 GOOD             NEDR
 NN0155
 NN0155                          STATION DESCRIPTION
 NN0155
 NN0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0155'1.1 MI W FROM ORCHARD.
 NN0155'1.1 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE ORCHARD CO-OPERATIVE
 NN0155'CREDIT ASSOCIATION BUILDING AT ORCHARD, ANTELOPE COUNTY, AT THE
 NN0155'INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 102 FEET SOUTH OF
 NN0155'THE CENTERLINE OF THE HIGHWAY, 30 FEET EAST OF THE CENTERLINE OF
 NN0155'THE DIRT ROAD, 65 FEET SOUTH OF THE RIGHT-OF-WAY FENCE CORNER,
 NN0155'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER
 NN0155'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 222 1946 AND SET
 NN0155'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NN0155
 NN0155                          STATION RECOVERY (1994)
 NN0155
 NN0155'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 NN0155'RECOVERED AS DESCRIBED, HOWEVER, THE MARK WAS RELOCATED DUE TO ROAD
 NN0155'CONSTRUCTION.  FOR FURTHER DETAILS, SEE THE DESCRIPTION TO THE RESET
 NN0155'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7410 ***********************************************************************
 AA7410  DESIGNATION -  S 222 RESET
 AA7410  PID         -  AA7410
 AA7410  STATE/COUNTY-  NE/ANTELOPE
 AA7410  USGS QUAD   -  EWING (1986)
 AA7410
 AA7410                         *CURRENT SURVEY CONTROL
 AA7410  ___________________________________________________________________
 AA7410* NAD 83(1986)-  42 20 06.     (N)    098 15 43.     (W)     SCALED    
 AA7410* NAVD 88     -       601.82   (+/-2cm)    1974.5    (feet)  VERTCON   
 AA7410  ___________________________________________________________________
 AA7410  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AA7410
 AA7410  VERT ORDER  -  THIRD (See Below)
 AA7410
 AA7410.The horizontal coordinates were scaled from a topographic map and have
 AA7410.an estimated accuracy of +/- 6 seconds.
 AA7410
 AA7410.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7410.The vertical order pertains to the NGVD 29 superseded value.
 AA7410
 AA7410.The geoid height was determined by GEOID03.
 AA7410
 AA7410;                    North         East    Units  Estimated Accuracy
 AA7410;SPC NE       -   279,200.      643,200.      MT  (+/- 180 meters Scaled)
 AA7410
 AA7410                          SUPERSEDED SURVEY CONTROL
 AA7410
 AA7410  NGVD 29 (08/02/06)  601.60   (m)         1973.7    (f) RESET       3  
 AA7410
 AA7410.Superseded values are not recommended for survey control.
 AA7410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7410.See file dsdata.txt to determine how the superseded data were derived.
 AA7410
 AA7410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM608872(NAD 83)
 AA7410_MARKER: DV = VERTICAL CONTROL DISK
 AA7410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7410_STAMPING: S 222 RESET 1994
 AA7410_MARK LOGO: NGS   
 AA7410_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA7410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7410+STABILITY: SURFACE MOTION
 AA7410
 AA7410  HISTORY     - Date     Condition        Report By
 AA7410  HISTORY     - 1994     MONUMENTED       NEDR
 AA7410
 AA7410                          STATION DESCRIPTION
 AA7410
 AA7410'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1994 (HED)
 AA7410'THE MARK IS LOCATED ABOUT 0.95 MI (1.53 KM) WEST FROM ORCHARD, ON
 AA7410'PUBLIC RIGHT-OF-WAY AND NEAR THE NORTHEAST CORNER OF SEC 8, T27N, R8W.
 AA7410'TO REACH THE MARK FROM THE POST OFFICE, IN ORCHARD, GO WEST ON U.S.
 AA7410'HIGHWAY 20 FOR 0.95 MI (1.53 KM) TO THE JUNCTION WITH A GRAVELED
 AA7410'COUNTY ROAD AND THE MARK ON THE LEFT, 125.58 M (412.01 FT) SOUTH ALONG
 AA7410'THE COUNTY ROAD. THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST
 AA7410'THAT IS RECESSED 0.10 M (0.33 FT) BELOW THE GROUND SURFACE AND IS 7.80
 AA7410'M (25.59 FT) WEST FROM THE CENTERLINE OF THE COUNTY ROAD, 0.67 M (2.20
 AA7410'FT) EAST FROM A WITNESS POST, 17.310 M (56.791 FT) SOUTHWEST FROM A
 AA7410'NAIL AND WASHER IN A FENCE POST, 16.930 M (55.545 FT) NORTHWEST FROM A
 AA7410'NAIL AND WASHER IN A FENCE POST AND 15.392 M (50.499 FT)
 AA7410'WEST-NORTHWEST FROM A NAIL AND WASHER IN A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0402 ***********************************************************************
 NN0402  DESIGNATION -  S 223
 NN0402  PID         -  NN0402
 NN0402  STATE/COUNTY-  NE/BOYD
 NN0402  USGS QUAD   -  DUSTIN (1951)
 NN0402
 NN0402                         *CURRENT SURVEY CONTROL
 NN0402  ___________________________________________________________________
 NN0402* NAD 83(1986)-  42 52 12.     (N)    099 07 10.     (W)     SCALED    
 NN0402* NAVD 88     -       564.641  (meters)    1852.49   (feet)  ADJUSTED  
 NN0402  ___________________________________________________________________
 NN0402  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 NN0402  DYNAMIC HT  -         564.433 (meters)    1851.81  (feet)  COMP
 NN0402  MODELED GRAV-     980,236.0   (mgal)                       NAVD 88
 NN0402
 NN0402  VERT ORDER  -  SECOND    CLASS 0
 NN0402
 NN0402.The horizontal coordinates were scaled from a topographic map and have
 NN0402.an estimated accuracy of +/- 6 seconds.
 NN0402
 NN0402.The orthometric height was determined by differential leveling
 NN0402.and adjusted by the National Geodetic Survey in June 1991..
 NN0402
 NN0402.The geoid height was determined by GEOID03.
 NN0402
 NN0402.The dynamic height is computed by dividing the NAVD 88
 NN0402.geopotential number by the normal gravity value computed on the
 NN0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0402.degrees latitude (g = 980.6199 gals.).
 NN0402
 NN0402.The modeled gravity was interpolated from observed gravity values.
 NN0402
 NN0402;                    North         East    Units  Estimated Accuracy
 NN0402;SPC NE       -   337,550.      571,950.      MT  (+/- 180 meters Scaled)
 NN0402
 NN0402                          SUPERSEDED SURVEY CONTROL
 NN0402
 NN0402  NGVD 29 (??/??/92)  564.391  (m)         1851.67   (f) ADJ UNCH    2 0
 NN0402
 NN0402.Superseded values are not recommended for survey control.
 NN0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0402.See file dsdata.txt to determine how the superseded data were derived.
 NN0402
 NN0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN902463(NAD 83)
 NN0402_MARKER: DB = BENCH MARK DISK
 NN0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0402_STAMPING: S 223 1946
 NN0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0402+STABILITY: SURFACE MOTION
 NN0402
 NN0402  HISTORY     - Date     Condition        Report By
 NN0402  HISTORY     - 1946     MONUMENTED       CGS
 NN0402
 NN0402                          STATION DESCRIPTION
 NN0402
 NN0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0402'16 MI SE FROM BROCKSBURG.
 NN0402'TO REACH FROM THE PUBLIC SCHOOL AT BROCKSBURG GO SOUTH 4.0 MILES
 NN0402'ALONG A GRADED DIRT ROAD, THENCE EAST 3.0 MILES ALONG A GRADED
 NN0402'DIRT ROAD, THENCE SOUTH 1.0 MILE ALONG A GRADED DIRT ROAD, THENCE
 NN0402'EAST 8.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 NN0402'MARK IS AT THE SOUTHEAST CORNER OF A HAY MEADOW, 28.0 FEET NORTH
 NN0402'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 4.0 FEET
 NN0402'NORTHEAST OF A FENCE CORNER, 1.0 FOOT EAST OF A NORTH-SOUTH
 NN0402'SECTION LINE FENCE AND 1.0 FOOT SOUTH OF A 4 IN X 4 IN MARKER
 NN0402'POST.  A BRONZE DISK STAMPED S 223 1946 SET IN THE TOP OF A
 NN0402'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1166 ***********************************************************************
 NM1166  DESIGNATION -  S 224
 NM1166  PID         -  NM1166
 NM1166  STATE/COUNTY-  NE/MADISON
 NM1166  USGS QUAD   -  NORFOLK (1976)
 NM1166
 NM1166                         *CURRENT SURVEY CONTROL
 NM1166  ___________________________________________________________________
 NM1166* NAD 83(1986)-  42 04 23.     (N)    097 22 47.     (W)     SCALED    
 NM1166* NAVD 88     -       477.435  (meters)    1566.38   (feet)  ADJUSTED  
 NM1166  ___________________________________________________________________
 NM1166  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 NM1166  DYNAMIC HT  -         477.249 (meters)    1565.77  (feet)  COMP
 NM1166  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 NM1166
 NM1166  VERT ORDER  -  FIRST     CLASS II
 NM1166
 NM1166.The horizontal coordinates were scaled from a topographic map and have
 NM1166.an estimated accuracy of +/- 6 seconds.
 NM1166
 NM1166.The orthometric height was determined by differential leveling
 NM1166.and adjusted by the National Geodetic Survey in June 1991..
 NM1166
 NM1166.The geoid height was determined by GEOID03.
 NM1166
 NM1166.The dynamic height is computed by dividing the NAVD 88
 NM1166.geopotential number by the normal gravity value computed on the
 NM1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1166.degrees latitude (g = 980.6199 gals.).
 NM1166
 NM1166.The modeled gravity was interpolated from observed gravity values.
 NM1166
 NM1166;                    North         East    Units  Estimated Accuracy
 NM1166;SPC NE       -   251,960.      716,750.      MT  (+/- 180 meters Scaled)
 NM1166
 NM1166                          SUPERSEDED SURVEY CONTROL
 NM1166
 NM1166  NGVD 29 (??/??/92)  477.247  (m)         1565.77   (f) ADJ UNCH    1 2
 NM1166
 NM1166.Superseded values are not recommended for survey control.
 NM1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1166.See file dsdata.txt to determine how the superseded data were derived.
 NM1166
 NM1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM340591(NAD 83)
 NM1166_MARKER: DB = BENCH MARK DISK
 NM1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1166+STABILITY: SURFACE MOTION
 NM1166
 NM1166  HISTORY     - Date     Condition        Report By
 NM1166  HISTORY     - UNK      MONUMENTED       CGS
 NM1166  HISTORY     - 1947     GOOD             NGS
 NM1166
 NM1166                          STATION DESCRIPTION
 NM1166
 NM1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM1166'3.3 MI NE FROM NORFOLK.
 NM1166'3.3 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM1166'AND OMAHA RAILWAY FROM THE NORFOLK UNION STATION AT NORFOLK,
 NM1166'0.15 MILE NORTHEAST OF A PRIVATE ROAD CROSSING DIRECTLY ACROSS THE
 NM1166'TRACK FROM MILE POST EMR 43, 69.5 FEET SOUTHWEST OF TELEPHONE POLE
 NM1166'NO. 42/30, 43.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK,
 NM1166'2.7 FEET NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, 2.2 FEET
 NM1166'SOUTHEAST RIGHT OF WAY FENCE, 2.2 FEET SOUTHWEST REFERENCE POST,
 NM1166'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK AND
 NM1166'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1197 ***********************************************************************
 NM1197  DESIGNATION -  S 225
 NM1197  PID         -  NM1197
 NM1197  STATE/COUNTY-  NE/WAYNE
 NM1197  USGS QUAD   -  WAYNE (1963)
 NM1197
 NM1197                         *CURRENT SURVEY CONTROL
 NM1197  ___________________________________________________________________
 NM1197* NAD 83(1986)-  42 11 53.     (N)    097 04 04.     (W)     SCALED    
 NM1197* NAVD 88     -       451.382  (meters)    1480.91   (feet)  ADJUSTED  
 NM1197  ___________________________________________________________________
 NM1197  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 NM1197  DYNAMIC HT  -         451.219 (meters)    1480.37  (feet)  COMP
 NM1197  MODELED GRAV-     980,245.7   (mgal)                       NAVD 88
 NM1197
 NM1197  VERT ORDER  -  FIRST     CLASS II
 NM1197
 NM1197.The horizontal coordinates were scaled from a topographic map and have
 NM1197.an estimated accuracy of +/- 6 seconds.
 NM1197
 NM1197.The orthometric height was determined by differential leveling
 NM1197.and adjusted by the National Geodetic Survey in June 1991..
 NM1197
 NM1197.The geoid height was determined by GEOID03.
 NM1197
 NM1197.The dynamic height is computed by dividing the NAVD 88
 NM1197.geopotential number by the normal gravity value computed on the
 NM1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1197.degrees latitude (g = 980.6199 gals.).
 NM1197
 NM1197.The modeled gravity was interpolated from observed gravity values.
 NM1197
 NM1197;                    North         East    Units  Estimated Accuracy
 NM1197;SPC NE       -   266,660.      742,070.      MT  (+/- 180 meters Scaled)
 NM1197
 NM1197                          SUPERSEDED SURVEY CONTROL
 NM1197
 NM1197  NGVD 29 (??/??/92)  451.196  (m)         1480.30   (f) ADJ UNCH    1 2
 NM1197
 NM1197.Superseded values are not recommended for survey control.
 NM1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1197.See file dsdata.txt to determine how the superseded data were derived.
 NM1197
 NM1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM595735(NAD 83)
 NM1197_MARKER: DB = BENCH MARK DISK
 NM1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1197+STABILITY: SURFACE MOTION
 NM1197
 NM1197  HISTORY     - Date     Condition        Report By
 NM1197  HISTORY     - UNK      MONUMENTED       CGS
 NM1197  HISTORY     - 1947     GOOD             NGS
 NM1197
 NM1197                          STATION DESCRIPTION
 NM1197
 NM1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NM1197'3.4 MI SW FROM WAYNE.
 NM1197'3.4 MI SW ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 NM1197'RAILWAY FROM THE STATION AT WAYNE, 0.2 MI NE OF A PRIVATE ROAD
 NM1197'CROSSING, 0.1 MI NE OF AND ACROSS THE TRACK FROM MILE POST EMR 22,
 NM1197'AT THE TOP OF A SMALL HILL, 49.5 FT NE OF THE THIRD TELEPHONE
 NM1197'POLE NE OF MILE POST EMR 22, 38.3 FT SE OF THE SE RAIL OF THE
 NM1197'TRACK, 7.0 FT NW OF THE SE RIGHT OF WAY FENCE, 2.8 FT NE OF A
 NM1197'REFERENCE POST, SET IN A CONCRETE POST ABOUT 3 FT ABOVE THE TRACK
 NM1197'AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0519 ***********************************************************************
 NN0519  DESIGNATION -  S 226
 NN0519  PID         -  NN0519
 NN0519  STATE/COUNTY-  NE/BROWN
 NN0519  USGS QUAD   -  AINSWORTH SW (1954)
 NN0519
 NN0519                         *CURRENT SURVEY CONTROL
 NN0519  ___________________________________________________________________
 NN0519* NAD 83(1986)-  42 33 27.     (N)    099 56 20.     (W)     SCALED    
 NN0519* NAVD 88     -       782.311  (meters)    2566.63   (feet)  ADJUSTED  
 NN0519  ___________________________________________________________________
 NN0519  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 NN0519  DYNAMIC HT  -         781.982 (meters)    2565.55  (feet)  COMP
 NN0519  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 NN0519
 NN0519  VERT ORDER  -  FIRST     CLASS II
 NN0519
 NN0519.The horizontal coordinates were scaled from a topographic map and have
 NN0519.an estimated accuracy of +/- 6 seconds.
 NN0519
 NN0519.The orthometric height was determined by differential leveling
 NN0519.and adjusted by the National Geodetic Survey in June 1991..
 NN0519
 NN0519.The geoid height was determined by GEOID03.
 NN0519
 NN0519.The dynamic height is computed by dividing the NAVD 88
 NN0519.geopotential number by the normal gravity value computed on the
 NN0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0519.degrees latitude (g = 980.6199 gals.).
 NN0519
 NN0519.The modeled gravity was interpolated from observed gravity values.
 NN0519
 NN0519;                    North         East    Units  Estimated Accuracy
 NN0519;SPC NE       -   302,470.      505,020.      MT  (+/- 180 meters Scaled)
 NN0519
 NN0519                          SUPERSEDED SURVEY CONTROL
 NN0519
 NN0519  NGVD 29 (??/??/92)  782.016  (m)         2565.66   (f) ADJ UNCH    1 2
 NN0519
 NN0519.Superseded values are not recommended for survey control.
 NN0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0519.See file dsdata.txt to determine how the superseded data were derived.
 NN0519
 NN0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN229121(NAD 83)
 NN0519_MARKER: DB = BENCH MARK DISK
 NN0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0519_STAMPING: S 226 1946
 NN0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0519+STABILITY: SURFACE MOTION
 NN0519
 NN0519  HISTORY     - Date     Condition        Report By
 NN0519  HISTORY     - 1946     MONUMENTED       CGS
 NN0519
 NN0519                          STATION DESCRIPTION
 NN0519
 NN0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NN0519'3.9 MI W FROM AINSWORTH.
 NN0519'3.9 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 NN0519'AT AINSWORTH, BROWN COUNTY, 1 POLE EAST OF CHICAGO AND NORTH
 NN0519'WESTERN RAILWAY MILEPOST 227, 90 FEET SOUTH OF THE CENTERLINE
 NN0519'OF THE HIGHWAY, 43 FEET NORTH OF THE CENTERLINE OF THE C. AND
 NN0519'N.W. RY. TRACK, 33 FEET NORTHWEST OF A STATION-ONE-MILE SIGN,
 NN0519'1 FOOT WEST OF A WHITE WOODEN WITNESS POST, IN LINE WITH A ROW
 NN0519'OF POLES, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 NN0519'S 226 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NN0519'5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0075 ***********************************************************************
 NO0075  DESIGNATION -  S 227
 NO0075  PID         -  NO0075
 NO0075  STATE/COUNTY-  NE/BROWN
 NO0075  USGS QUAD   -  WOOD LAKE NE (1985)
 NO0075
 NO0075                         *CURRENT SURVEY CONTROL
 NO0075  ___________________________________________________________________
 NO0075* NAD 83(1986)-  42 39 01.     (N)    100 02 59.     (W)     SCALED    
 NO0075* NAVD 88     -       783.919  (meters)    2571.91   (feet)  ADJUSTED  
 NO0075  ___________________________________________________________________
 NO0075  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 NO0075  DYNAMIC HT  -         783.599 (meters)    2570.86  (feet)  COMP
 NO0075  MODELED GRAV-     980,185.5   (mgal)                       NAVD 88
 NO0075
 NO0075  VERT ORDER  -  SECOND    CLASS 0
 NO0075
 NO0075.The horizontal coordinates were scaled from a topographic map and have
 NO0075.an estimated accuracy of +/- 6 seconds.
 NO0075
 NO0075.The orthometric height was determined by differential leveling
 NO0075.and adjusted by the National Geodetic Survey in June 1991..
 NO0075
 NO0075.The geoid height was determined by GEOID03.
 NO0075
 NO0075.The dynamic height is computed by dividing the NAVD 88
 NO0075.geopotential number by the normal gravity value computed on the
 NO0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0075.degrees latitude (g = 980.6199 gals.).
 NO0075
 NO0075.The modeled gravity was interpolated from observed gravity values.
 NO0075
 NO0075;                    North         East    Units  Estimated Accuracy
 NO0075;SPC NE       -   312,780.      495,920.      MT  (+/- 180 meters Scaled)
 NO0075
 NO0075                          SUPERSEDED SURVEY CONTROL
 NO0075
 NO0075  NGVD 29 (??/??/92)  783.623  (m)         2570.94   (f) ADJ UNCH    2 0
 NO0075
 NO0075.Superseded values are not recommended for survey control.
 NO0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0075.See file dsdata.txt to determine how the superseded data were derived.
 NO0075
 NO0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN139225(NAD 83)
 NO0075_MARKER: DB = BENCH MARK DISK
 NO0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0075_STAMPING: S 227 1946
 NO0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0075+STABILITY: SURFACE MOTION
 NO0075
 NO0075  HISTORY     - Date     Condition        Report By
 NO0075  HISTORY     - 1946     MONUMENTED       CGS
 NO0075
 NO0075                          STATION DESCRIPTION
 NO0075
 NO0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0075'6 MI N FROM JOHNSTOWN.
 NO0075'ABOUT 0.4 MILES EAST ALONG U.S. HIGHWAY NO. 20 FROM THE CHICAGO
 NO0075'AND NORTH WESTERN RAILROAD STATION AT JOHNSTOWN, THENCE 5.6
 NO0075'MILES NORTH ALONG A DIRT ROAD, AND AT A DOUBLE CURVE IN THE
 NO0075'ROAD, 118 FEET EAST OF THE RIGHT-OF-WAY FENCE CORNER, 45 FEET
 NO0075'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 1
 NO0075'FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A 4 IN X
 NO0075'4 IN MARKER POST.  A BRONZE DISC STAMPED S 227 1946 AND SET IN
 NO0075'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE
 NO0075'GROUND.  STAMPED S 227 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0037 ***********************************************************************
 NO0037  DESIGNATION -  S 228
 NO0037  PID         -  NO0037
 NO0037  STATE/COUNTY-  NE/CHERRY
 NO0037  USGS QUAD   -  THATCHER (1983)
 NO0037
 NO0037                         *CURRENT SURVEY CONTROL
 NO0037  ___________________________________________________________________
 NO0037* NAD 83(1986)-  42 47 18.     (N)    100 23 45.     (W)     SCALED    
 NO0037* NAVD 88     -       819.110  (meters)    2687.36   (feet)  ADJUSTED  
 NO0037  ___________________________________________________________________
 NO0037  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 NO0037  DYNAMIC HT  -         818.781 (meters)    2686.28  (feet)  COMP
 NO0037  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 NO0037
 NO0037  VERT ORDER  -  FIRST     CLASS II
 NO0037
 NO0037.The horizontal coordinates were scaled from a topographic map and have
 NO0037.an estimated accuracy of +/- 6 seconds.
 NO0037
 NO0037.The orthometric height was determined by differential leveling
 NO0037.and adjusted by the National Geodetic Survey in June 1991..
 NO0037
 NO0037.The geoid height was determined by GEOID03.
 NO0037
 NO0037.The dynamic height is computed by dividing the NAVD 88
 NO0037.geopotential number by the normal gravity value computed on the
 NO0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0037.degrees latitude (g = 980.6199 gals.).
 NO0037
 NO0037.The modeled gravity was interpolated from observed gravity values.
 NO0037
 NO0037;                    North         East    Units  Estimated Accuracy
 NO0037;SPC NE       -   328,180.      467,620.      MT  (+/- 180 meters Scaled)
 NO0037
 NO0037                          SUPERSEDED SURVEY CONTROL
 NO0037
 NO0037  NGVD 29 (??/??/92)  818.829  (m)         2686.44   (f) ADJ UNCH    1 2
 NO0037
 NO0037.Superseded values are not recommended for survey control.
 NO0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0037.See file dsdata.txt to determine how the superseded data were derived.
 NO0037
 NO0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN858382(NAD 83)
 NO0037_MARKER: DB = BENCH MARK DISK
 NO0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0037_STAMPING: S 228 1946
 NO0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0037+STABILITY: SURFACE MOTION
 NO0037
 NO0037  HISTORY     - Date     Condition        Report By
 NO0037  HISTORY     - 1946     MONUMENTED       CGS
 NO0037
 NO0037                          STATION DESCRIPTION
 NO0037
 NO0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0037'4.5 MI NW FROM ARABIA.
 NO0037'4.5 MILES NORTHWEST AONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0037'FROM THE STATION AT ARABIA, CHERRY COUNTY, 6 POLES SOUTH OF
 NO0037'MILEPOST 258, 52 FEET WEST OF THE CENTERLINE OF THE TRACK, 49
 NO0037'FEET EAST OF THE RIGHT-OF-WAY FENCE, 12 FEET WEST OF A POLE,
 NO0037'1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER
 NO0037'THAN THE TRACK.  A STANDARD DISK, STAMPED S 228 1946 AND SET
 NO0037'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0047 ***********************************************************************
 NO0047  DESIGNATION -  S 229
 NO0047  PID         -  NO0047
 NO0047  STATE/COUNTY-  NE/KEYA PAHA
 NO0047  USGS QUAD   -  NORDEN NW (1983)
 NO0047
 NO0047                         *CURRENT SURVEY CONTROL
 NO0047  ___________________________________________________________________
 NO0047* NAD 83(1986)-  42 57 16.     (N)    100 09 29.     (W)     SCALED    
 NO0047* NAVD 88     -       780.929  (meters)    2562.10   (feet)  ADJUSTED  
 NO0047  ___________________________________________________________________
 NO0047  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 NO0047  DYNAMIC HT  -         780.623 (meters)    2561.09  (feet)  COMP
 NO0047  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 NO0047
 NO0047  VERT ORDER  -  SECOND    CLASS 0
 NO0047
 NO0047.The horizontal coordinates were scaled from a topographic map and have
 NO0047.an estimated accuracy of +/- 6 seconds.
 NO0047
 NO0047.The orthometric height was determined by differential leveling
 NO0047.and adjusted by the National Geodetic Survey in June 1991..
 NO0047
 NO0047.The geoid height was determined by GEOID03.
 NO0047
 NO0047.The dynamic height is computed by dividing the NAVD 88
 NO0047.geopotential number by the normal gravity value computed on the
 NO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0047.degrees latitude (g = 980.6199 gals.).
 NO0047
 NO0047.The modeled gravity was interpolated from observed gravity values.
 NO0047
 NO0047;                    North         East    Units  Estimated Accuracy
 NO0047;SPC NE       -   346,570.      487,100.      MT  (+/- 180 meters Scaled)
 NO0047
 NO0047                          SUPERSEDED SURVEY CONTROL
 NO0047
 NO0047  NGVD 29 (??/??/92)  780.609  (m)         2561.05   (f) ADJ UNCH    2 0
 NO0047
 NO0047.Superseded values are not recommended for survey control.
 NO0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0047.See file dsdata.txt to determine how the superseded data were derived.
 NO0047
 NO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN055564(NAD 83)
 NO0047_MARKER: DB = BENCH MARK DISK
 NO0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0047_STAMPING: S 229 1946
 NO0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0047+STABILITY: SURFACE MOTION
 NO0047
 NO0047  HISTORY     - Date     Condition        Report By
 NO0047  HISTORY     - 1946     MONUMENTED       CGS
 NO0047
 NO0047                          STATION DESCRIPTION
 NO0047
 NO0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NO0047'10 MI NW FROM NORDEN.
 NO0047'ABOUT 6.0 MILES WEST ALONG NEBRASKA STATE HIGHWAY NO. 7 FROM
 NO0047'NORDEN, THENCE 4.0 MILES NORTH ALONG A DIRT SECTION LINE ROAD,
 NO0047'AND AT THE INTERSECTION WITH AN EAST-WEST DIRT ROAD, 60 FEET
 NO0047'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 32 FEET SOUTH
 NO0047'OF THE RIGHT-OF-WAY FENCE CORNER, 26 FEET EAST OF AND ABOUT 3
 NO0047'FEET HIGHER THAN THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1 FOOT
 NO0047'SOUTH OF A 4 IN X 4 IN MARKER POST.  PROJECTS 5 INCHES ABOVE THE
 NO0047'GROUND.  STAMPED S 229 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0222 ***********************************************************************
 LJ0222  DESIGNATION -  S 23
 LJ0222  PID         -  LJ0222
 LJ0222  STATE/COUNTY-  NE/HITCHCOCK
 LJ0222  USGS QUAD   -  TRENTON (1962)
 LJ0222
 LJ0222                         *CURRENT SURVEY CONTROL
 LJ0222  ___________________________________________________________________
 LJ0222* NAD 83(1986)-  40 09 45.     (N)    101 01 12.     (W)     SCALED    
 LJ0222* NAVD 88     -       816.307  (meters)    2678.17   (feet)  ADJUSTED  
 LJ0222  ___________________________________________________________________
 LJ0222  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 LJ0222  DYNAMIC HT  -         815.742 (meters)    2676.31  (feet)  COMP
 LJ0222  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 LJ0222
 LJ0222  VERT ORDER  -  SECOND    CLASS 0
 LJ0222
 LJ0222.The horizontal coordinates were scaled from a topographic map and have
 LJ0222.an estimated accuracy of +/- 6 seconds.
 LJ0222
 LJ0222.The orthometric height was determined by differential leveling
 LJ0222.and adjusted by the National Geodetic Survey in June 1991..
 LJ0222
 LJ0222.The geoid height was determined by GEOID03.
 LJ0222
 LJ0222.The dynamic height is computed by dividing the NAVD 88
 LJ0222.geopotential number by the normal gravity value computed on the
 LJ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0222.degrees latitude (g = 980.6199 gals.).
 LJ0222
 LJ0222.The modeled gravity was interpolated from observed gravity values.
 LJ0222
 LJ0222;                    North         East    Units  Estimated Accuracy
 LJ0222;SPC NE       -    37,060.      413,110.      MT  (+/- 180 meters Scaled)
 LJ0222
 LJ0222                          SUPERSEDED SURVEY CONTROL
 LJ0222
 LJ0222  NGVD 29 (??/??/92)  815.970  (m)         2677.06   (f) ADJ UNCH    2 0
 LJ0222
 LJ0222.Superseded values are not recommended for survey control.
 LJ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0222.See file dsdata.txt to determine how the superseded data were derived.
 LJ0222
 LJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK279477(NAD 83)
 LJ0222_MARKER: DB = BENCH MARK DISK
 LJ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0222_STAMPING: S-23 1934
 LJ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0222+STABILITY: SURFACE MOTION
 LJ0222
 LJ0222  HISTORY     - Date     Condition        Report By
 LJ0222  HISTORY     - 1934     MONUMENTED       CGS
 LJ0222
 LJ0222                          STATION DESCRIPTION
 LJ0222
 LJ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0222'1.3 MI S FROM TRENTON.
 LJ0222'1.3 MILES S OF AND ALONG STATE HWY 17.  34 FT N OF CENTER OF
 LJ0222'HIGHWAY AND 116 FT SW OF THE SW CORNER OF A BRICK FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0223 ***********************************************************************
 LJ0223  DESIGNATION -  S 23 RESET
 LJ0223  PID         -  LJ0223
 LJ0223  STATE/COUNTY-  NE/HITCHCOCK
 LJ0223  USGS QUAD   -  TRENTON (1962)
 LJ0223
 LJ0223                         *CURRENT SURVEY CONTROL
 LJ0223  ___________________________________________________________________
 LJ0223* NAD 83(1986)-  40 09 47.     (N)    101 01 12.     (W)     SCALED    
 LJ0223* NAVD 88     -       816.31   (meters)    2678.2    (feet)  RESET     
 LJ0223  ___________________________________________________________________
 LJ0223  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 LJ0223
 LJ0223  VERT ORDER  -  THIRD
 LJ0223
 LJ0223.The horizontal coordinates were scaled from a topographic map and have
 LJ0223.an estimated accuracy of +/- 6 seconds.
 LJ0223
 LJ0223.The orthometric height was computed from unverified reset data.
 LJ0223
 LJ0223.The geoid height was determined by GEOID03.
 LJ0223
 LJ0223;                    North         East    Units  Estimated Accuracy
 LJ0223;SPC NE       -    37,120.      413,110.      MT  (+/- 180 meters Scaled)
 LJ0223
 LJ0223                          SUPERSEDED SURVEY CONTROL
 LJ0223
 LJ0223  NGVD 29 (??/??/??)  815.97   (m)         2677.1    (f) RESET       3  
 LJ0223
 LJ0223.Superseded values are not recommended for survey control.
 LJ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0223.See file dsdata.txt to determine how the superseded data were derived.
 LJ0223
 LJ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK279478(NAD 83)
 LJ0223_MARKER: DB = BENCH MARK DISK
 LJ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0223_STAMPING: S 23 1934 RESET 1961
 LJ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0223+STABILITY: SURFACE MOTION
 LJ0223
 LJ0223  HISTORY     - Date     Condition        Report By
 LJ0223  HISTORY     - 1961     MONUMENTED       CGS
 LJ0223
 LJ0223                          STATION DESCRIPTION
 LJ0223
 LJ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LJ0223'1.2 MI SW FROM TRENTON.
 LJ0223'1.2 MILES SOUTH AND WEST ALONG STATE HIGHWAY 25 FROM THE POST
 LJ0223'OFFICE AT TRENTON, 0.5 MILE SOUTH AND WEST ALONG THE HIGHWAY FROM
 LJ0223'THE REPUBLICAN RIVER BRIDGE, 109 FEET NORTH OF THE CENTERLINE
 LJ0223'OF STATE HIGHWAY 25, 1.5 FEET SOUTHEAST OF THE EAST GATE POST FOR
 LJ0223'A GATE IN THE NORTH RIGHT-OF-WAY FENCE, AND 1 FOOT WEST OF A
 LJ0223'NEW STEEL WITNESS POST, SET IN TOP OF CONCRETE POST PROJECTING
 LJ0223'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0350 ***********************************************************************
 MK0350  DESIGNATION -  S 230
 MK0350  PID         -  MK0350
 MK0350  STATE/COUNTY-  NE/BURT
 MK0350  USGS QUAD   -  CRAIG (1970)
 MK0350
 MK0350                         *CURRENT SURVEY CONTROL
 MK0350  ___________________________________________________________________
 MK0350* NAD 83(1986)-  41 47 15.     (N)    096 18 40.     (W)     SCALED    
 MK0350* NAVD 88     -       367.290  (meters)    1205.02   (feet)  ADJUSTED  
 MK0350  ___________________________________________________________________
 MK0350  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 MK0350  DYNAMIC HT  -         367.149 (meters)    1204.55  (feet)  COMP
 MK0350  MODELED GRAV-     980,229.7   (mgal)                       NAVD 88
 MK0350
 MK0350  VERT ORDER  -  SECOND    CLASS 0
 MK0350
 MK0350.The horizontal coordinates were scaled from a topographic map and have
 MK0350.an estimated accuracy of +/- 6 seconds.
 MK0350
 MK0350.The orthometric height was determined by differential leveling
 MK0350.and adjusted by the National Geodetic Survey in June 1991..
 MK0350
 MK0350.The geoid height was determined by GEOID03.
 MK0350
 MK0350.The dynamic height is computed by dividing the NAVD 88
 MK0350.geopotential number by the normal gravity value computed on the
 MK0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0350.degrees latitude (g = 980.6199 gals.).
 MK0350
 MK0350.The modeled gravity was interpolated from observed gravity values.
 MK0350
 MK0350;                    North         East    Units  Estimated Accuracy
 MK0350;SPC NE       -   223,500.      806,450.      MT  (+/- 180 meters Scaled)
 MK0350
 MK0350                          SUPERSEDED SURVEY CONTROL
 MK0350
 MK0350  NGVD 29 (??/??/92)  367.149  (m)         1204.55   (f) ADJ UNCH    2 0
 MK0350
 MK0350.Superseded values are not recommended for survey control.
 MK0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0350.See file dsdata.txt to determine how the superseded data were derived.
 MK0350
 MK0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM234296(NAD 83)
 MK0350_MARKER: DB = BENCH MARK DISK
 MK0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0350_STAMPING: S 230 1947
 MK0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0350+STABILITY: SURFACE MOTION
 MK0350
 MK0350  HISTORY     - Date     Condition        Report By
 MK0350  HISTORY     - 1947     MONUMENTED       CGS
 MK0350  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK0350
 MK0350                          STATION DESCRIPTION
 MK0350
 MK0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0350'2.6 MI E FROM CRAIG.
 MK0350'2.6 MILES EAST ALONG U.S. HIGHWAY NO. 73W FROM THE HIGH SCHOOL
 MK0350'AT CRAIG, 0.1 MILE SOUTHWEST OF A PRIVATE DRIVE-WAY LEADING
 MK0350'NORTHWEST TO A FARM HOUSE, 210.0 FEET SOUTHWEST OF THE CENTER
 MK0350'OF THE NORTHWEST END OF A 2-FOOT CONCRETE CULVERT UNDER
 MK0350'THE HIGHWAY, 34.0 FEET NORTHWEST OF THE CENTER OF THE
 MK0350'HIGHWAY, 1.8 FOOT SOUTHWEST OF A REFERENCE POST, SET IN A
 MK0350'CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 MK0350'PROJECTING 0.1 FOOT.  NOTE-- SEARCHED FOR BUT NOT FOUND.
 MK0350'ROAD DITCH HAS BEEN CLEANED OUT AND WIDENED.  BENCH MARK MAY
 MK0350'HAVE BEEN DESTROYED.
 MK0350
 MK0350                          STATION RECOVERY (1965)
 MK0350
 MK0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0573 ***********************************************************************
 MK0573  DESIGNATION -  S 232
 MK0573  PID         -  MK0573
 MK0573  STATE/COUNTY-  NE/DOUGLAS
 MK0573  USGS QUAD   -  VALLEY (1983)
 MK0573
 MK0573                         *CURRENT SURVEY CONTROL
 MK0573  ___________________________________________________________________
 MK0573* NAD 83(1986)-  41 17 56.     (N)    096 18 41.     (W)     SCALED    
 MK0573* NAVD 88     -       344.365  (meters)    1129.80   (feet)  ADJUSTED  
 MK0573  ___________________________________________________________________
 MK0573  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 MK0573  DYNAMIC HT  -         344.207 (meters)    1129.29  (feet)  COMP
 MK0573  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 MK0573
 MK0573  VERT ORDER  -  SECOND    CLASS 0
 MK0573
 MK0573.The horizontal coordinates were scaled from a topographic map and have
 MK0573.an estimated accuracy of +/- 6 seconds.
 MK0573
 MK0573.The orthometric height was determined by differential leveling
 MK0573.and adjusted by the National Geodetic Survey in June 1991..
 MK0573
 MK0573.The geoid height was determined by GEOID03.
 MK0573
 MK0573.The dynamic height is computed by dividing the NAVD 88
 MK0573.geopotential number by the normal gravity value computed on the
 MK0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0573.degrees latitude (g = 980.6199 gals.).
 MK0573
 MK0573.The modeled gravity was interpolated from observed gravity values.
 MK0573
 MK0573;                    North         East    Units  Estimated Accuracy
 MK0573;SPC NE       -   169,300.      808,740.      MT  (+/- 180 meters Scaled)
 MK0573
 MK0573                          SUPERSEDED SURVEY CONTROL
 MK0573
 MK0573  NGVD 29 (??/??/92)  344.231  (m)         1129.36   (f) ADJ UNCH    2 0
 MK0573
 MK0573.Superseded values are not recommended for survey control.
 MK0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0573.See file dsdata.txt to determine how the superseded data were derived.
 MK0573
 MK0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL251754(NAD 83)
 MK0573_MARKER: DB = BENCH MARK DISK
 MK0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0573_STAMPING: S 232 1947
 MK0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0573+STABILITY: SURFACE MOTION
 MK0573
 MK0573  HISTORY     - Date     Condition        Report By
 MK0573  HISTORY     - 1947     MONUMENTED       CGS
 MK0573  HISTORY     - 1976     POOR             LOCSUR
 MK0573
 MK0573                          STATION DESCRIPTION
 MK0573
 MK0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0573'1.5 MI NW FROM WATERLOO.
 MK0573'1.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MK0573'RAILWAY STATION AT WATERLOO.  ABOUT 58 YARDS NORTHWEST OF MILEPOST
 MK0573'26, 45 FEET WEST OF THE CENTER LINE OF A ROAD, 40 FEET NORTHEAST
 MK0573'OF THE CENTER LINE OF THE NORTHEAST TRACK AND LEVEL WITH IT, 11
 MK0573'FEET SOUTHWEST OF A FENCE CORNER, 6 FEET EAST OF A POWER POLE, 2
 MK0573'FEET WEST OF A 4X4 MARKER POST, AND AT A ROAD CROSSING.  A
 MK0573'BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTS 3
 MK0573'INCHES ABOVE THE SURFACE OF THE GROUND.
 MK0573
 MK0573                          STATION RECOVERY (1976)
 MK0573
 MK0573'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0573'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0538 ***********************************************************************
 MK0538  DESIGNATION -  S 234
 MK0538  PID         -  MK0538
 MK0538  STATE/COUNTY-  NE/WASHINGTON
 MK0538  USGS QUAD   -  FORT CALHOUN (1975)
 MK0538
 MK0538                         *CURRENT SURVEY CONTROL
 MK0538  ___________________________________________________________________
 MK0538* NAD 83(1986)-  41 27 04.     (N)    096 00 19.     (W)     SCALED    
 MK0538* NAVD 88     -       303.783  (meters)     996.66   (feet)  ADJUSTED  
 MK0538  ___________________________________________________________________
 MK0538  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 MK0538  DYNAMIC HT  -         303.640 (meters)     996.19  (feet)  COMP
 MK0538  MODELED GRAV-     980,145.0   (mgal)                       NAVD 88
 MK0538
 MK0538  VERT ORDER  -  SECOND    CLASS 0
 MK0538
 MK0538.The horizontal coordinates were scaled from a topographic map and have
 MK0538.an estimated accuracy of +/- 6 seconds.
 MK0538
 MK0538.The orthometric height was determined by differential leveling
 MK0538.and adjusted by the National Geodetic Survey in June 1991..
 MK0538
 MK0538.The geoid height was determined by GEOID03.
 MK0538
 MK0538.The dynamic height is computed by dividing the NAVD 88
 MK0538.geopotential number by the normal gravity value computed on the
 MK0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0538.degrees latitude (g = 980.6199 gals.).
 MK0538
 MK0538.The modeled gravity was interpolated from observed gravity values.
 MK0538
 MK0538;                    North         East    Units  Estimated Accuracy
 MK0538;SPC NE       -   187,320.      833,560.      MT  (+/- 180 meters Scaled)
 MK0538
 MK0538                          SUPERSEDED SURVEY CONTROL
 MK0538
 MK0538  NGVD 29 (??/??/92)  303.641  (m)          996.20   (f) ADJ UNCH    2 0
 MK0538
 MK0538.Superseded values are not recommended for survey control.
 MK0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0538.See file dsdata.txt to determine how the superseded data were derived.
 MK0538
 MK0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL501931(NAD 83)
 MK0538_MARKER: DB = BENCH MARK DISK
 MK0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0538_STAMPING: S 234 1947
 MK0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0538+STABILITY: SURFACE MOTION
 MK0538
 MK0538  HISTORY     - Date     Condition        Report By
 MK0538  HISTORY     - 1947     MONUMENTED       CGS
 MK0538  HISTORY     - 1967     MARK NOT FOUND   USGS
 MK0538
 MK0538                          STATION DESCRIPTION
 MK0538
 MK0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0538'1.4 MI E FROM FORT CALHOUN.
 MK0538'0.5 OF A MILE EAST OF A DIRT STREET FROM THE POST OFFICE AT
 MK0538'FORT CALHOUN, THENCE 0.3 OF A MILE SOUTH ALONG A GRADED DIRT
 MK0538'ROAD, THENCE 0.6 OF A MILE EAST ALONG A GRADED DIRT ROAD TO THE
 MK0538'SITE OF THE MARK.  THE MARK IS 46 FEET WEST OF THE SOUTH END
 MK0538'OF A CORRUGATED IRON CULVERT, 33 FEET SOUTH OF THE CENTER LINE
 MK0538'OF THE ROAD AND LEVEL WITH IT, 7.7 FEET WEST OF A 24-INCH ELM
 MK0538'TREE, 4 FEET EAST OF THE EAST END OF A GATE, 2 FEET SOUTH OF A
 MK0538'FENCE, AND 2 FEET WEST OF A 4 X 4 MARKER POST.  A BRONZE DISK
 MK0538'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 2 INCHES ABOVE
 MK0538'THE SURFACE OF THE GROUND.
 MK0538
 MK0538                          STATION RECOVERY (1967)
 MK0538
 MK0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MK0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM2001 ***********************************************************************
 NM2001  DESIGNATION -  S 235 RESET
 NM2001  PID         -  NM2001
 NM2001  STATE/COUNTY-  NE/DAKOTA
 NM2001  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM2001
 NM2001                         *CURRENT SURVEY CONTROL
 NM2001  ___________________________________________________________________
 NM2001* NAD 83(1986)-  42 25 04.     (N)    096 25 18.     (W)     SCALED    
 NM2001* NAVD 88     -       335.95   (meters)    1102.2    (feet)  RESET     
 NM2001  ___________________________________________________________________
 NM2001  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 NM2001
 NM2001  VERT ORDER  -  THIRD
 NM2001
 NM2001.The horizontal coordinates were scaled from a topographic map and have
 NM2001.an estimated accuracy of +/- 6 seconds.
 NM2001
 NM2001.The orthometric height was computed from unverified reset data.
 NM2001.No vertical observational check was made to the station.
 NM2001
 NM2001.The geoid height was determined by GEOID03.
 NM2001
 NM2001;                    North         East    Units  Estimated Accuracy
 NM2001;SPC NE       -   293,040.      794,370.      MT  (+/- 180 meters Scaled)
 NM2001
 NM2001                          SUPERSEDED SURVEY CONTROL
 NM2001
 NM2001  NGVD 29 (08/02/06)  335.80   (m)         1101.7    (f) RESET       3  
 NM2001
 NM2001.Superseded values are not recommended for survey control.
 NM2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM2001.See file dsdata.txt to determine how the superseded data were derived.
 NM2001
 NM2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM121993(NAD 83)
 NM2001_MARKER: DV = VERTICAL CONTROL DISK
 NM2001_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NM2001_SP_SET: BUILDING WALL
 NM2001_STAMPING: S 235 RESET 1992
 NM2001_MARK LOGO: NGS   
 NM2001_MAGNETIC: N = NO MAGNETIC MATERIAL
 NM2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM2001+STABILITY: SURFACE MOTION
 NM2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NM2001+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 NM2001
 NM2001  HISTORY     - Date     Condition        Report By
 NM2001  HISTORY     - 1992     MONUMENTED       NGS
 NM2001  HISTORY     - 20050713 GOOD             GEOCAC
 NM2001
 NM2001                          STATION DESCRIPTION
 NM2001
 NM2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NM2001'IN DAKOTA CITY, AT THE NORTHWEST ANGLE OF NORTH 18TH STREET AND
 NM2001'LOCUST STREET, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST
 NM2001'CORNER OF THE AUDITORIUM PORTION OF THE DAKOTA CITY SCHOOL AND 1.400
 NM2001'M (4.593 FT) ABOVE THE GROUND SURFACE.
 NM2001
 NM2001                          STATION RECOVERY (2005)
 NM2001
 NM2001'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NM2001'HANDHELD COORDINATES ARE N42-25-05.52 W096-25-18.90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0699 ***********************************************************************
 NM0699  DESIGNATION -  S 236
 NM0699  PID         -  NM0699
 NM0699  STATE/COUNTY-  NE/DAKOTA
 NM0699  USGS QUAD   -  EMERSON SE (1967)
 NM0699
 NM0699                         *CURRENT SURVEY CONTROL
 NM0699  ___________________________________________________________________
 NM0699* NAD 83(1986)-  42 21 30.     (N)    096 33 51.     (W)     SCALED    
 NM0699* NAVD 88     -       372.783  (meters)    1223.04   (feet)  ADJUSTED  
 NM0699  ___________________________________________________________________
 NM0699  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 NM0699  DYNAMIC HT  -         372.661 (meters)    1222.64  (feet)  COMP
 NM0699  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 NM0699
 NM0699  VERT ORDER  -  SECOND    CLASS 0
 NM0699
 NM0699.The horizontal coordinates were scaled from a topographic map and have
 NM0699.an estimated accuracy of +/- 6 seconds.
 NM0699
 NM0699.The orthometric height was determined by differential leveling
 NM0699.and adjusted by the National Geodetic Survey in June 1991..
 NM0699
 NM0699.The geoid height was determined by GEOID03.
 NM0699
 NM0699.The dynamic height is computed by dividing the NAVD 88
 NM0699.geopotential number by the normal gravity value computed on the
 NM0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0699.degrees latitude (g = 980.6199 gals.).
 NM0699
 NM0699.The modeled gravity was interpolated from observed gravity values.
 NM0699
 NM0699;                    North         East    Units  Estimated Accuracy
 NM0699;SPC NE       -   285,970.      782,920.      MT  (+/- 180 meters Scaled)
 NM0699
 NM0699                          SUPERSEDED SURVEY CONTROL
 NM0699
 NM0699  NGVD 29 (??/??/92)  372.619  (m)         1222.50   (f) ADJ UNCH    2 0
 NM0699
 NM0699.Superseded values are not recommended for survey control.
 NM0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0699.See file dsdata.txt to determine how the superseded data were derived.
 NM0699
 NM0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM006924(NAD 83)
 NM0699_MARKER: DB = BENCH MARK DISK
 NM0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0699_STAMPING: S 236 1947
 NM0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0699+STABILITY: SURFACE MOTION
 NM0699
 NM0699  HISTORY     - Date     Condition        Report By
 NM0699  HISTORY     - 1947     MONUMENTED       CGS
 NM0699  HISTORY     - 1966     MARK NOT FOUND   USGS
 NM0699
 NM0699                          STATION DESCRIPTION
 NM0699
 NM0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0699'3 MI SE FROM HUBBARD.
 NM0699'TO REACH FROM THE POST OFFICE AT HUBBARD GO SOUTH 0.4 MILE ALONG
 NM0699'A GRAVELED ROAD, THENCE EAST 1.0 MILE ALONG A GRADED DIRT ROAD,
 NM0699'THENCE SOUTH 1.6 MILES ALONG A GRADED DIRT ROAD TO SITE OF
 NM0699'MARK, BENCH MARK IS IN THE SOUTHEAST CORNER OF THE PLUM GROVE
 NM0699'SCHOOL YARD, 68.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 NM0699'THE SCHOOL, 34.0 FEET SOUTH OF A POWER TRANSFORMER POLE, 30.5
 NM0699'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 9.4 FEET
 NM0699'NORTH OF A TEN INCH ASH TREE, 1.0 FOOT WEST OF A FENCE, 1.0
 NM0699'FOOT SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0699'A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 NM0699
 NM0699                          STATION RECOVERY (1966)
 NM0699
 NM0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NM0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0500 ***********************************************************************
 NM0500  DESIGNATION -  S 237
 NM0500  PID         -  NM0500
 NM0500  STATE/COUNTY-  NE/THURSTON
 NM0500  USGS QUAD   -  WALTHILL (1966)
 NM0500
 NM0500                         *CURRENT SURVEY CONTROL
 NM0500  ___________________________________________________________________
 NM0500* NAD 83(1986)-  42 08 53.     (N)    096 25 29.     (W)     SCALED    
 NM0500* NAVD 88     -       393.397  (meters)    1290.67   (feet)  ADJUSTED  
 NM0500  ___________________________________________________________________
 NM0500  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 NM0500  DYNAMIC HT  -         393.261 (meters)    1290.22  (feet)  COMP
 NM0500  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 NM0500
 NM0500  VERT ORDER  -  SECOND    CLASS 0
 NM0500
 NM0500.The horizontal coordinates were scaled from a topographic map and have
 NM0500.an estimated accuracy of +/- 6 seconds.
 NM0500
 NM0500.The orthometric height was determined by differential leveling
 NM0500.and adjusted by the National Geodetic Survey in June 1991..
 NM0500
 NM0500.The geoid height was determined by GEOID03.
 NM0500
 NM0500.The dynamic height is computed by dividing the NAVD 88
 NM0500.geopotential number by the normal gravity value computed on the
 NM0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0500.degrees latitude (g = 980.6199 gals.).
 NM0500
 NM0500.The modeled gravity was interpolated from observed gravity values.
 NM0500
 NM0500;                    North         East    Units  Estimated Accuracy
 NM0500;SPC NE       -   263,110.      795,360.      MT  (+/- 180 meters Scaled)
 NM0500
 NM0500                          SUPERSEDED SURVEY CONTROL
 NM0500
 NM0500  NGVD 29 (??/??/92)  393.244  (m)         1290.17   (f) ADJ UNCH    2 0
 NM0500
 NM0500.Superseded values are not recommended for survey control.
 NM0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0500.See file dsdata.txt to determine how the superseded data were derived.
 NM0500
 NM0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM127694(NAD 83)
 NM0500_MARKER: DB = BENCH MARK DISK
 NM0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0500_STAMPING: S 237 1947
 NM0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0500+STABILITY: SURFACE MOTION
 NM0500
 NM0500  HISTORY     - Date     Condition        Report By
 NM0500  HISTORY     - 1947     MONUMENTED       CGS
 NM0500
 NM0500                          STATION DESCRIPTION
 NM0500
 NM0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0500'3.4 MI E FROM WALTHILL.
 NM0500'3.4 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 NM0500'WALTHILL, AT THE JUNCTION WITH A T-ROAD LEADING NORTH, 50.4 FEET
 NM0500'NORTH OF THE CENTER LINE OF THE HIGHWAY, 12.6 FEET EAST OF THE
 NM0500'CENTER LINE OF THE DIRT T-ROAD, 38.7 FEET NORTHEAST OF A POWER
 NM0500'POLE, 23.6 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A WIRE
 NM0500'FENCE, 2.0 FEET SOUTH OF A 4X4 MARKER POST, SET IN THE TOP OF
 NM0500'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0501 ***********************************************************************
 NM0501  DESIGNATION -  S 237 RESET
 NM0501  PID         -  NM0501
 NM0501  STATE/COUNTY-  NE/THURSTON
 NM0501  USGS QUAD   -  WALTHILL (1966)
 NM0501
 NM0501                         *CURRENT SURVEY CONTROL
 NM0501  ___________________________________________________________________
 NM0501* NAD 83(1986)-  42 08 53.     (N)    096 25 29.     (W)     SCALED    
 NM0501* NAVD 88     -       392.25   (meters)    1286.9    (feet)  RESET     
 NM0501  ___________________________________________________________________
 NM0501  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 NM0501
 NM0501  VERT ORDER  -  THIRD
 NM0501
 NM0501.The horizontal coordinates were scaled from a topographic map and have
 NM0501.an estimated accuracy of +/- 6 seconds.
 NM0501
 NM0501.The orthometric height was computed from unverified reset data.
 NM0501
 NM0501.The geoid height was determined by GEOID03.
 NM0501
 NM0501;                    North         East    Units  Estimated Accuracy
 NM0501;SPC NE       -   263,110.      795,360.      MT  (+/- 180 meters Scaled)
 NM0501
 NM0501                          SUPERSEDED SURVEY CONTROL
 NM0501
 NM0501  NGVD 29 (??/??/??)  392.09   (m)         1286.4    (f) RESET       3  
 NM0501
 NM0501.Superseded values are not recommended for survey control.
 NM0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0501.See file dsdata.txt to determine how the superseded data were derived.
 NM0501
 NM0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM127694(NAD 83)
 NM0501_MARKER: DB = BENCH MARK DISK
 NM0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0501_STAMPING: S 237 RESET 1965
 NM0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0501+STABILITY: SURFACE MOTION
 NM0501
 NM0501  HISTORY     - Date     Condition        Report By
 NM0501  HISTORY     - 1965     MONUMENTED       CGS
 NM0501  HISTORY     - 1966     GOOD             USGS
 NM0501
 NM0501                          STATION DESCRIPTION
 NM0501
 NM0501'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM0501'3.4 MI E FROM WALTHILL.
 NM0501'3.4 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 NM0501'WALTHILL.  99 FT NO. AND 56 FT. W. OF T-RD. NO., 1 FT NO. AND 37
 NM0501'FT. E. OF POWER POLE.  3 FT. E. OF ROW POST.  A CONCRETE POST
 NM0501'WITH A STANDARD TABLET STAMPED S 237 RESET 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0720 ***********************************************************************
 NM0720  DESIGNATION -  S 238
 NM0720  PID         -  NM0720
 NM0720  STATE/COUNTY-  NE/THURSTON
 NM0720  USGS QUAD   -  PENDER NE (1966)
 NM0720
 NM0720                         *CURRENT SURVEY CONTROL
 NM0720  ___________________________________________________________________
 NM0720* NAD 83(1986)-  42 09 44.     (N)    096 33 01.     (W)     SCALED    
 NM0720* NAVD 88     -       423.816  (meters)    1390.47   (feet)  ADJUSTED  
 NM0720  ___________________________________________________________________
 NM0720  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 NM0720  DYNAMIC HT  -         423.667 (meters)    1389.98  (feet)  COMP
 NM0720  MODELED GRAV-     980,257.3   (mgal)                       NAVD 88
 NM0720
 NM0720  VERT ORDER  -  SECOND    CLASS 0
 NM0720
 NM0720.The horizontal coordinates were scaled from a topographic map and have
 NM0720.an estimated accuracy of +/- 6 seconds.
 NM0720
 NM0720.The orthometric height was determined by differential leveling
 NM0720.and adjusted by the National Geodetic Survey in June 1991..
 NM0720
 NM0720.The geoid height was determined by GEOID03.
 NM0720
 NM0720.The dynamic height is computed by dividing the NAVD 88
 NM0720.geopotential number by the normal gravity value computed on the
 NM0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0720.degrees latitude (g = 980.6199 gals.).
 NM0720
 NM0720.The modeled gravity was interpolated from observed gravity values.
 NM0720
 NM0720;                    North         East    Units  Estimated Accuracy
 NM0720;SPC NE       -   264,260.      784,930.      MT  (+/- 180 meters Scaled)
 NM0720
 NM0720                          SUPERSEDED SURVEY CONTROL
 NM0720
 NM0720  NGVD 29 (??/??/92)  423.658  (m)         1389.95   (f) ADJ UNCH    2 0
 NM0720
 NM0720.Superseded values are not recommended for survey control.
 NM0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0720.See file dsdata.txt to determine how the superseded data were derived.
 NM0720
 NM0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM023706(NAD 83)
 NM0720_MARKER: DB = BENCH MARK DISK
 NM0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0720_STAMPING: S 238 1947
 NM0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0720+STABILITY: SURFACE MOTION
 NM0720
 NM0720  HISTORY     - Date     Condition        Report By
 NM0720  HISTORY     - 1947     MONUMENTED       CGS
 NM0720
 NM0720                          STATION DESCRIPTION
 NM0720
 NM0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0720'4.2 MI W FROM WALTHILL.
 NM0720'0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT WALTHILL
 NM0720'TO A CROSS STREET, THENCE NORTH 0.3 MILE TO A T-ROAD, THENCE
 NM0720'WEST 2.0 MILES TO A SHARP TURN, THENCE NORTH 0.6 MILE TO A
 NM0720'SHARP TURN WEST, THENCE WEST 1.0 MILE TO A DIRT CROSS ROAD,
 NM0720'68.6 NORTH OF A POWER POLE, 38.4 FEET EAST OF THE CENTER OF
 NM0720'THE NORTH-SOUTH ROAD, 27.7 FEET NORTH OF THE CENTER OF THE
 NM0720'EAST-WEST ROAD, 59.7 FEET EAST OF A FENCE CORNER POST, 1.0
 NM0720'FOOT SOUTH OF A BARBED WIRE FENCE, 2.0 FEET WEST OF A 4 IN X 4 IN
 NM0720'MARKER POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NM0720'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0436 ***********************************************************************
 NM0436  DESIGNATION -  S 239
 NM0436  PID         -  NM0436
 NM0436  STATE/COUNTY-  NE/THURSTON
 NM0436  USGS QUAD   -  WALTHILL (1966)
 NM0436
 NM0436                         *CURRENT SURVEY CONTROL
 NM0436  ___________________________________________________________________
 NM0436* NAD 83(1986)-  42 13 12.     (N)    096 25 28.     (W)     SCALED    
 NM0436* NAVD 88     -       415.319  (meters)    1362.59   (feet)  ADJUSTED  
 NM0436  ___________________________________________________________________
 NM0436  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 NM0436  DYNAMIC HT  -         415.180 (meters)    1362.14  (feet)  COMP
 NM0436  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 NM0436
 NM0436  VERT ORDER  -  SECOND    CLASS 0
 NM0436
 NM0436.The horizontal coordinates were scaled from a topographic map and have
 NM0436.an estimated accuracy of +/- 6 seconds.
 NM0436
 NM0436.The orthometric height was determined by differential leveling
 NM0436.and adjusted by the National Geodetic Survey in June 1991..
 NM0436
 NM0436.The geoid height was determined by GEOID03.
 NM0436
 NM0436.The dynamic height is computed by dividing the NAVD 88
 NM0436.geopotential number by the normal gravity value computed on the
 NM0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0436.degrees latitude (g = 980.6199 gals.).
 NM0436
 NM0436.The modeled gravity was interpolated from observed gravity values.
 NM0436
 NM0436;                    North         East    Units  Estimated Accuracy
 NM0436;SPC NE       -   271,090.      795,050.      MT  (+/- 180 meters Scaled)
 NM0436
 NM0436                          SUPERSEDED SURVEY CONTROL
 NM0436
 NM0436  NGVD 29 (??/??/92)  415.164  (m)         1362.08   (f) ADJ UNCH    2 0
 NM0436
 NM0436.Superseded values are not recommended for survey control.
 NM0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0436.See file dsdata.txt to determine how the superseded data were derived.
 NM0436
 NM0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM125774(NAD 83)
 NM0436_MARKER: DB = BENCH MARK DISK
 NM0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0436_STAMPING: S 239 1947
 NM0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0436+STABILITY: SURFACE MOTION
 NM0436
 NM0436  HISTORY     - Date     Condition        Report By
 NM0436  HISTORY     - 1947     MONUMENTED       CGS
 NM0436  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0436
 NM0436                          STATION DESCRIPTION
 NM0436
 NM0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0436'3.6 MI SE FROM WINNEBAGO.
 NM0436'2.6 MILES EAST ALONG A DIRT ROAD FROM THE HOSPITAL AT WINNEBAGO,
 NM0436'THENCE SOUTH ALONG A DIRT ROAD 1.0 MILE, AT A T-ROAD, 87.1
 NM0436'FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 25.6 FEET WEST
 NM0436'OF THE CENTER OF THE ROAD LEADING NORTH, 26.2 FEET NORTH OF A
 NM0436'FENCE CORNER POST, 1.0 FOOT EAST OF A BARBED WIRE FENCE, 2.0
 NM0436'FEET SOUTH OF A 4 IN X 4 IN MARKER POST AND SET IN THE TOP OF
 NM0436'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 NM0436
 NM0436                          STATION RECOVERY (1965)
 NM0436
 NM0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0713 ***********************************************************************
 LH0713  DESIGNATION -  S 24
 LH0713  PID         -  LH0713
 LH0713  STATE/COUNTY-  NE/GOSPER
 LH0713  USGS QUAD   -  ARAPAHOE NW (1971)
 LH0713
 LH0713                         *CURRENT SURVEY CONTROL
 LH0713  ___________________________________________________________________
 LH0713* NAD 83(1986)-  40 24 32.     (N)    099 53 48.     (W)     SCALED    
 LH0713* NAVD 88     -       722.306  (meters)    2369.77   (feet)  POSTED    
 LH0713  ___________________________________________________________________
 LH0713  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH0713  DYNAMIC HT  -         721.850 (meters)    2368.27  (feet)  COMP
 LH0713  MODELED GRAV-     979,965.5   (mgal)                       NAVD 88
 LH0713
 LH0713  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LH0713
 LH0713.The horizontal coordinates were scaled from a topographic map and have
 LH0713.an estimated accuracy of +/- 6 seconds.
 LH0713
 LH0713.The orthometric height was determined by differential leveling
 LH0713.and adjusted by the National Geodetic Survey in 1992..
 LH0713.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LH0713.rate of 1.1 thru 2.0 mm/km.
 LH0713
 LH0713.The geoid height was determined by GEOID03.
 LH0713
 LH0713.The dynamic height is computed by dividing the NAVD 88
 LH0713.geopotential number by the normal gravity value computed on the
 LH0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0713.degrees latitude (g = 980.6199 gals.).
 LH0713
 LH0713.The modeled gravity was interpolated from observed gravity values.
 LH0713
 LH0713;                    North         East    Units  Estimated Accuracy
 LH0713;SPC NE       -    63,910.      508,770.      MT  (+/- 180 meters Scaled)
 LH0713
 LH0713                          SUPERSEDED SURVEY CONTROL
 LH0713
 LH0713  NGVD 29 (??/??/92)  722.025  (m)         2368.84   (f) ADJ UNCH    1 2
 LH0713
 LH0713.Superseded values are not recommended for survey control.
 LH0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0713.See file dsdata.txt to determine how the superseded data were derived.
 LH0713
 LH0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK239735(NAD 83)
 LH0713_MARKER: DB = BENCH MARK DISK
 LH0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0713_STAMPING: S 24 1933
 LH0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0713+STABILITY: SURFACE MOTION
 LH0713
 LH0713  HISTORY     - Date     Condition        Report By
 LH0713  HISTORY     - 1933     MONUMENTED       CGS
 LH0713  HISTORY     - 1934     GOOD             NGS
 LH0713  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0713
 LH0713                          STATION DESCRIPTION
 LH0713
 LH0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LH0713'8 MI N FROM ARAPAHOE.
 LH0713'IN GOSPER COUNTY, 8.0 MILES NORTH ALONG STATE HIGHWAY 21 FROM
 LH0713'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT ARAPAHOE,
 LH0713'FURNAS COUNTY, 24 FEET NORTH OF THE CENTERLINE OF A SECTION-ROAD
 LH0713'LEADING WEST, 8 FEET WEST OF A CORNER FENCE POST AND TELEPHONE
 LH0713'POLE, 2 FEET SOUTH OF A FENCE, AND 42 FEET WEST OF THE CENTERLINE
 LH0713'OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 24 1933 AND SET IN
 LH0713'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LH0713
 LH0713                          STATION RECOVERY (1986)
 LH0713
 LH0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0713'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0714 ***********************************************************************
 LH0714  DESIGNATION -  S 24 RESET
 LH0714  PID         -  LH0714
 LH0714  STATE/COUNTY-  NE/GOSPER
 LH0714  USGS QUAD   -  ARAPAHOE NW (1971)
 LH0714
 LH0714                         *CURRENT SURVEY CONTROL
 LH0714  ___________________________________________________________________
 LH0714* NAD 83(1995)-  40 24 32.86436(N)    099 53 47.75079(W)     ADJUSTED  
 LH0714* NAVD 88     -       722.426  (meters)    2370.16   (feet)  ADJUSTED  
 LH0714  ___________________________________________________________________
 LH0714  X           -    -835,963.754 (meters)                     COMP
 LH0714  Y           -  -4,791,536.375 (meters)                     COMP
 LH0714  Z           -   4,113,134.074 (meters)                     COMP
 LH0714  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 LH0714  ELLIP HEIGHT-         697.81  (meters)          (06/27/02) GPS OBS
 LH0714  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH0714  DYNAMIC HT  -         721.966 (meters)    2368.65  (feet)  COMP
 LH0714  MODELED GRAV-     979,965.5   (mgal)                       NAVD 88
 LH0714
 LH0714  HORZ ORDER  -  FIRST
 LH0714  VERT ORDER  -  FIRST     CLASS II
 LH0714  ELLP ORDER  -  FOURTH    CLASS I
 LH0714
 LH0714.The horizontal coordinates were established by GPS observations
 LH0714.and adjusted by the National Geodetic Survey in August 1997..
 LH0714
 LH0714.The orthometric height was determined by differential leveling
 LH0714.and adjusted by the National Geodetic Survey in June 1991..
 LH0714
 LH0714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0714
 LH0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0714
 LH0714.The ellipsoidal height was determined by GPS observations
 LH0714.and is referenced to NAD 83.
 LH0714
 LH0714.The geoid height was determined by GEOID03.
 LH0714
 LH0714.The dynamic height is computed by dividing the NAVD 88
 LH0714.geopotential number by the normal gravity value computed on the
 LH0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0714.degrees latitude (g = 980.6199 gals.).
 LH0714
 LH0714.The modeled gravity was interpolated from observed gravity values.
 LH0714
 LH0714;                    North         East     Units Scale Factor Converg.
 LH0714;SPC NE       -    63,936.750   508,775.614   MT  0.99984004   +0 04 06.7
 LH0714;UTM  14      - 4,473,554.016   423,924.925   MT  0.99967124   -0 34 52.5
 LH0714
 LH0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0714!SPC NE       -   0.99989055  x   0.99984004  =   0.99973060
 LH0714!UTM  14      -   0.99989055  x   0.99967124  =   0.99956182
 LH0714
 LH0714                          SUPERSEDED SURVEY CONTROL
 LH0714
 LH0714  ELLIP H (08/18/97)  697.85   (m)                       GP(       ) 4 1
 LH0714  NAD 83(1986)-  40 24 32.86969(N)    099 53 47.75345(W) AD(       ) 1
 LH0714  NGVD 29 (02/14/92)  722.127  (m)         2369.18   (f) ADJUSTED    1 2
 LH0714
 LH0714.Superseded values are not recommended for survey control.
 LH0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0714.See file dsdata.txt to determine how the superseded data were derived.
 LH0714
 LH0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK2392573554(NAD 83)
 LH0714_MARKER: DB = BENCH MARK DISK
 LH0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0714_SP_SET: CONCRETE POST
 LH0714_STAMPING: S 24 RESET 1961
 LH0714_MARK LOGO: CGS   
 LH0714_PROJECTION: RECESSED 10 CENTIMETERS
 LH0714_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0714+STABILITY: SURFACE MOTION
 LH0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0714+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1989
 LH0714
 LH0714  HISTORY     - Date     Condition        Report By
 LH0714  HISTORY     - 1961     MONUMENTED       NEDR
 LH0714  HISTORY     - 1986     GOOD             NGS
 LH0714  HISTORY     - 19890517 GOOD             NGS
 LH0714
 LH0714                          STATION DESCRIPTION
 LH0714
 LH0714'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1961
 LH0714'7.7 MI N FROM ARAPAHOE.
 LH0714'THIS BENCH MARK IS LOCATED ABOUT 7.7 MILES NORTH ALONG STATE
 LH0714'HIGHWAY 21 FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0714'STATION AT ARAPAHOE, FURNAS COUNTY, 35 FEET NORTH OF THE
 LH0714'CENTERLINE OF A SECTION ROAD LEADING WEST, 62 FEET WEST OF THE
 LH0714'CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTH OF A TELEPHONE POLE,
 LH0714'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 LH0714'ABOVE THE GROUND.
 LH0714
 LH0714                          STATION RECOVERY (1986)
 LH0714
 LH0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0714'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.55 KM (7.2
 LH0714'MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 LH0714'34 AT ARAPAHOE, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A DIRT
 LH0714'ROAD LEADING WEST, 0.4 KM (0.25 MI) NORTH OF MILEPOST 28, 18.9 METERS
 LH0714'(62 FT) WEST OF THE HIGHWAY CENTERLINE, 11.3 METERS (37 FT) NORTH OF
 LH0714'THE CENTER OF THE ROAD, 1.5 METERS (5 FT) NORTH OF AN UNDERGROUND
 LH0714'CABLE WITNESS POST AND 0.9 METER (3 FT) SOUTH OF A CONCRETE RIGHT OF
 LH0714'WAY POST.
 LH0714'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 LH0714'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 LH0714
 LH0714                          STATION RECOVERY (1989)
 LH0714
 LH0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LH0714'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTH OF ARAPAHOE,
 LH0714'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 283 AND A GRAVEL ROAD, IN
 LH0714'THE SOUTHEAST OCRNER OF A CULTIVATED FIELD.  OWNERSHIP--GOSPER COUNTY.
 LH0714'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 34 AND 283
 LH0714'IN ARAPAHOE, GO NORTH ON U.S. HIGHWAY 283 FOR 4.98 KM (3.10 MI) TO A
 LH0714'GRAVEL CROSSROAD AT THE FURNAS-GOSPER COUNTY LINE.  CONTINUE AHEAD FOR
 LH0714'6.47 KM (4.00 MI) TO A GRAVEL ROAD AND THE STATION ON THE LEFT.
 LH0714'THE STATION MARK IS SET 19.0 M (62.3 FT) WEST OF AND LEVEL WITH THE
 LH0714'HIGHWAY CENTERLINE, 11.5 M (37.7 FT) NORTH OF THE APPROXIMATE CENTER
 LH0714'OF THE GRAVEL ROAD, 1.4 M (4.6 FT) NORTH OF A SAWED-OFF UTILITY
 LH0714'--1M/4-- AT A TELEPHONE PEDESTAL, 1.0 M (3.3 FT) SOUTHWEST OF A
 LH0714'RIGHT-OF-WAY POST AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.
 LH0714'DESCRIBED BY G.R.HEID, TYPED BY E.A.RICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0154 ***********************************************************************
 MK0154  DESIGNATION -  S 241
 MK0154  PID         -  MK0154
 MK0154  STATE/COUNTY-  NE/BURT
 MK0154  USGS QUAD   -  TEKAMAH (1983)
 MK0154
 MK0154                         *CURRENT SURVEY CONTROL
 MK0154  ___________________________________________________________________
 MK0154* NAD 83(1986)-  41 47 36.     (N)    096 09 14.     (W)     SCALED    
 MK0154* NAVD 88     -       314.406  (meters)    1031.51   (feet)  ADJUSTED  
 MK0154  ___________________________________________________________________
 MK0154  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 MK0154  DYNAMIC HT  -         314.282 (meters)    1031.11  (feet)  COMP
 MK0154  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 MK0154
 MK0154  VERT ORDER  -  SECOND    CLASS 0
 MK0154
 MK0154.The horizontal coordinates were scaled from a topographic map and have
 MK0154.an estimated accuracy of +/- 6 seconds.
 MK0154
 MK0154.The orthometric height was determined by differential leveling
 MK0154.and adjusted by the National Geodetic Survey in June 1991..
 MK0154
 MK0154.The geoid height was determined by GEOID03.
 MK0154
 MK0154.The dynamic height is computed by dividing the NAVD 88
 MK0154.geopotential number by the normal gravity value computed on the
 MK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0154.degrees latitude (g = 980.6199 gals.).
 MK0154
 MK0154.The modeled gravity was interpolated from observed gravity values.
 MK0154
 MK0154;                    North         East    Units  Estimated Accuracy
 MK0154;SPC NE       -   224,720.      819,470.      MT  (+/- 180 meters Scaled)
 MK0154
 MK0154                          SUPERSEDED SURVEY CONTROL
 MK0154
 MK0154  NGVD 29 (??/??/92)  314.265  (m)         1031.05   (f) ADJ UNCH    2 0
 MK0154
 MK0154.Superseded values are not recommended for survey control.
 MK0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0154.See file dsdata.txt to determine how the superseded data were derived.
 MK0154
 MK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM364307(NAD 83)
 MK0154_MARKER: DB = BENCH MARK DISK
 MK0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0154_STAMPING: S 241 1947
 MK0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0154+STABILITY: SURFACE MOTION
 MK0154
 MK0154  HISTORY     - Date     Condition        Report By
 MK0154  HISTORY     - 1947     MONUMENTED       CGS
 MK0154  HISTORY     - 1974     GOOD             LOCSUR
 MK0154
 MK0154                          STATION DESCRIPTION
 MK0154
 MK0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0154'4.4 MI NE FROM TEKAMAH.
 MK0154'3.25 MILES EAST AND 1.15 MILE NORTH ALONG GRAVEL ROADS FROM THE
 MK0154'COURT HOUSE AT TEKAMAH, 251.0 FEET NORTH OF THE CENTER OF A
 MK0154'CONCRETE WALK LEADING WEST TO A FARM HOUSE, 75.0 FEET NORTH
 MK0154'NORTHWEST OF A TELEPHONE POLE, 71.0 FEET WEST OF AND ACROSS THE
 MK0154'ROAD FROM POWER LINE POLE NO. B225, 41.0 FEET WEST OF THE CENTER
 MK0154'OF THE ROAD, 2.3 FEET EAST OF THE NORTHEAST CORNER OF A LARGE
 MK0154'SHEET METAL IMPLEMENT SHED AND HAY BARN, 1.3 FOOT EAST OF A
 MK0154'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST ABOUT THE
 MK0154'SAME ELEVATION AS THE ROAD AND ABOUT FLUSH WITH THE TOP OF THE
 MK0154'GROUND.
 MK0154
 MK0154                          STATION RECOVERY (1974)
 MK0154
 MK0154'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0608 ***********************************************************************
 MK0608  DESIGNATION -  S 242
 MK0608  PID         -  MK0608
 MK0608  STATE/COUNTY-  NE/WASHINGTON
 MK0608  USGS QUAD   -  ARLINGTON (1968)
 MK0608
 MK0608                         *CURRENT SURVEY CONTROL
 MK0608  ___________________________________________________________________
 MK0608* NAD 83(1986)-  41 24 27.     (N)    096 16 15.     (W)     SCALED    
 MK0608* NAVD 88     -       393.657  (meters)    1291.52   (feet)  ADJUSTED  
 MK0608  ___________________________________________________________________
 MK0608  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 MK0608  DYNAMIC HT  -         393.470 (meters)    1290.91  (feet)  COMP
 MK0608  MODELED GRAV-     980,136.0   (mgal)                       NAVD 88
 MK0608
 MK0608  VERT ORDER  -  SECOND    CLASS 0
 MK0608
 MK0608.The horizontal coordinates were scaled from a topographic map and have
 MK0608.an estimated accuracy of +/- 6 seconds.
 MK0608
 MK0608.The orthometric height was determined by differential leveling
 MK0608.and adjusted by the National Geodetic Survey in June 1991..
 MK0608
 MK0608.The geoid height was determined by GEOID03.
 MK0608
 MK0608.The dynamic height is computed by dividing the NAVD 88
 MK0608.geopotential number by the normal gravity value computed on the
 MK0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0608.degrees latitude (g = 980.6199 gals.).
 MK0608
 MK0608.The modeled gravity was interpolated from observed gravity values.
 MK0608
 MK0608;                    North         East    Units  Estimated Accuracy
 MK0608;SPC NE       -   181,490.      811,610.      MT  (+/- 180 meters Scaled)
 MK0608
 MK0608                          SUPERSEDED SURVEY CONTROL
 MK0608
 MK0608  NGVD 29 (??/??/92)  393.509  (m)         1291.04   (f) ADJ UNCH    2 0
 MK0608
 MK0608.Superseded values are not recommended for survey control.
 MK0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0608.See file dsdata.txt to determine how the superseded data were derived.
 MK0608
 MK0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL281875(NAD 83)
 MK0608_MARKER: DB = BENCH MARK DISK
 MK0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0608_STAMPING: S 242 1947
 MK0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0608+STABILITY: SURFACE MOTION
 MK0608
 MK0608  HISTORY     - Date     Condition        Report By
 MK0608  HISTORY     - 1949     MONUMENTED       CGS
 MK0608
 MK0608                          STATION DESCRIPTION
 MK0608
 MK0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MK0608'6.9 MI SE FROM ARLINGTON.
 MK0608'4.5 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MK0608'FROM THE STATION AT ARLINGTON, THENCE 2.4 MILES SOUTH ALONG A
 MK0608'GRAVEL ROAD, IN THE NORTHEAST ANGLE OF THE CROSSING OF A
 MK0608'PRIVATE GRAVEL ROAD, 39.0 FEET EAST OF THE CENTER LINE OF THE
 MK0608'MAIN ROAD, 32.0 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 MK0608'DRIVEWAY, 4.8 FEET SOUTH OF THE SOUTH SIDE OF A 36-INCH MAPLE
 MK0608'TREE, 2.0 FEET NORTH OF A 4X4 MARKER POST, SET IN A CONCRETE
 MK0608'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2
 MK0608'FOOT.  NOTE-- THIS BENCH MARK IS ALSO 0.5 MILE NORTH ALONG
 MK0608'STATE HIGHWAY NO. 8 AND 2.15 MILES NORTH ALONG A GRAVEL ROAD
 MK0608'FROM THE PUBLIC SCHOOL AT ELK CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0153 ***********************************************************************
 MK0153  DESIGNATION -  S 243
 MK0153  PID         -  MK0153
 MK0153  STATE/COUNTY-  NE/BURT
 MK0153  USGS QUAD   -  TEKAMAH (1983)
 MK0153
 MK0153                         *CURRENT SURVEY CONTROL
 MK0153  ___________________________________________________________________
 MK0153* NAD 83(1986)-  41 46 14.     (N)    096 08 37.     (W)     SCALED    
 MK0153* NAVD 88     -       314.299  (meters)    1031.16   (feet)  ADJUSTED  
 MK0153  ___________________________________________________________________
 MK0153  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 MK0153  DYNAMIC HT  -         314.174 (meters)    1030.75  (feet)  COMP
 MK0153  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 MK0153
 MK0153  VERT ORDER  -  SECOND    CLASS 0
 MK0153
 MK0153.The horizontal coordinates were scaled from a topographic map and have
 MK0153.an estimated accuracy of +/- 6 seconds.
 MK0153
 MK0153.The orthometric height was determined by differential leveling
 MK0153.and adjusted by the National Geodetic Survey in June 1991..
 MK0153
 MK0153.The geoid height was determined by GEOID03.
 MK0153
 MK0153.The dynamic height is computed by dividing the NAVD 88
 MK0153.geopotential number by the normal gravity value computed on the
 MK0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0153.degrees latitude (g = 980.6199 gals.).
 MK0153
 MK0153.The modeled gravity was interpolated from observed gravity values.
 MK0153
 MK0153;                    North         East    Units  Estimated Accuracy
 MK0153;SPC NE       -   222,230.      820,440.      MT  (+/- 180 meters Scaled)
 MK0153
 MK0153                          SUPERSEDED SURVEY CONTROL
 MK0153
 MK0153  NGVD 29 (??/??/92)  314.159  (m)         1030.70   (f) ADJ UNCH    2 0
 MK0153
 MK0153.Superseded values are not recommended for survey control.
 MK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0153.See file dsdata.txt to determine how the superseded data were derived.
 MK0153
 MK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM374282(NAD 83)
 MK0153_MARKER: DB = BENCH MARK DISK
 MK0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0153_STAMPING: S 243 1947
 MK0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0153+STABILITY: SURFACE MOTION
 MK0153
 MK0153  HISTORY     - Date     Condition        Report By
 MK0153  HISTORY     - 1947     MONUMENTED       CGS
 MK0153  HISTORY     - 1974     GOOD             LOCSUR
 MK0153
 MK0153                          STATION DESCRIPTION
 MK0153
 MK0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0153'4.5 MI SE FROM TEKAMAH.
 MK0153'3.5 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 MK0153'TEKAMAH, THENCE 0.5 MILE SOUTH AND 0.5 MILE EAST ALONG GRAVEL
 MK0153'ROADS, AT A POINT WHERE THE ROAD TURNS SOUTH, 63.0 FEET SOUTHWEST
 MK0153'OF THE SOUTHWEST CORNER OF THE CONCRETE BLOCK FOUNDATION OF A
 MK0153'LARGE FARM HOUSE, 60.0 FEET WEST OF A POINT IN LINE WITH THE
 MK0153'CENTER OF THE NORTH-SOUTH SECTION OF THE ROAD, 36.6 FEET EAST OF
 MK0153'TELEPHONE POLE NO. 123 14, 31.0 FEET NORTH OF THE CENTER OF THE
 MK0153'ROAD, 6.7 FEET WEST OF THE WEST SIDE OF A 3-FOOT ELM TREE, 1.5
 MK0153'FOOT EAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2
 MK0153'FEET BELOW THE ROAD AND ABOUT FLUSH WITH THE TOP OF THE GROUND.
 MK0153
 MK0153                          STATION RECOVERY (1974)
 MK0153
 MK0153'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 MK0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1816 ***********************************************************************
 MK1816  DESIGNATION -  S 244 RESET
 MK1816  PID         -  MK1816
 MK1816  STATE/COUNTY-  NE/WASHINGTON
 MK1816  USGS QUAD   -  HERMAN (1970)
 MK1816
 MK1816                         *CURRENT SURVEY CONTROL
 MK1816  ___________________________________________________________________
 MK1816* NAD 83(1986)-  41 40 34.     (N)    096 13 02.     (W)     SCALED    
 MK1816* NAVD 88     -       316.47   (meters)    1038.3    (feet)  RESET     
 MK1816  ___________________________________________________________________
 MK1816  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 MK1816
 MK1816  VERT ORDER  -  THIRD
 MK1816
 MK1816.The horizontal coordinates were scaled from a topographic map and have
 MK1816.an estimated accuracy of +/- 6 seconds.
 MK1816
 MK1816.The orthometric height was computed from unverified reset data.
 MK1816.No vertical observational check was made to the station.
 MK1816
 MK1816.The geoid height was determined by GEOID03.
 MK1816
 MK1816;                    North         East    Units  Estimated Accuracy
 MK1816;SPC NE       -   211,480.      814,780.      MT  (+/- 180 meters Scaled)
 MK1816
 MK1816                          SUPERSEDED SURVEY CONTROL
 MK1816
 MK1816  NGVD 29 (08/02/06)  316.32   (m)         1037.8    (f) RESET       3  
 MK1816
 MK1816.Superseded values are not recommended for survey control.
 MK1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1816.See file dsdata.txt to determine how the superseded data were derived.
 MK1816
 MK1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM316175(NAD 83)
 MK1816_MARKER: DB = BENCH MARK DISK
 MK1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1816_STAMPING: S 244 RESET 1980
 MK1816_PROJECTION: FLUSH
 MK1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1816+STABILITY: SURFACE MOTION
 MK1816
 MK1816  HISTORY     - Date     Condition        Report By
 MK1816  HISTORY     - 1980     MONUMENTED       NEDR
 MK1816
 MK1816                          STATION DESCRIPTION
 MK1816
 MK1816'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1980
 MK1816'IN HERMAN.
 MK1816'IN HERMAN, 0.2 MILE NORTH ALONG U.S. HIGHWAY 73 FROM THE POST
 MK1816'OFFICE AND 291.5 FEET NORTH OF THE CENTER OF 9TH STREET RUNNING
 MK1816'WEST, 69.0 FEET EAST OF THE CENTER OF HIGHWAY 73, AND 1.0 FOOT
 MK1816'WEST OF A STATE OF NEBRASKA CONCRETE RIGHT-OF-WAY MARKER.
 MK1816'THE MARK IS 2.5 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0087 ***********************************************************************
 MK0087  DESIGNATION -  S 246
 MK0087  PID         -  MK0087
 MK0087  STATE/COUNTY-  NE/WASHINGTON
 MK0087  USGS QUAD   -  BLAIR (1983)
 MK0087
 MK0087                         *CURRENT SURVEY CONTROL
 MK0087  ___________________________________________________________________
 MK0087* NAD 83(1986)-  41 34 24.     (N)    096 09 50.     (W)     SCALED    
 MK0087* NAVD 88     -       329.158  (meters)    1079.91   (feet)  ADJUSTED  
 MK0087  ___________________________________________________________________
 MK0087  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 MK0087  DYNAMIC HT  -         329.011 (meters)    1079.43  (feet)  COMP
 MK0087  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 MK0087
 MK0087  VERT ORDER  -  SECOND    CLASS 0
 MK0087
 MK0087.The horizontal coordinates were scaled from a topographic map and have
 MK0087.an estimated accuracy of +/- 6 seconds.
 MK0087
 MK0087.The orthometric height was determined by differential leveling
 MK0087.and adjusted by the National Geodetic Survey in June 1991..
 MK0087
 MK0087.The geoid height was determined by GEOID03.
 MK0087
 MK0087.The dynamic height is computed by dividing the NAVD 88
 MK0087.geopotential number by the normal gravity value computed on the
 MK0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0087.degrees latitude (g = 980.6199 gals.).
 MK0087
 MK0087.The modeled gravity was interpolated from observed gravity values.
 MK0087
 MK0087;                    North         East    Units  Estimated Accuracy
 MK0087;SPC NE       -   200,280.      819,730.      MT  (+/- 180 meters Scaled)
 MK0087
 MK0087                          SUPERSEDED SURVEY CONTROL
 MK0087
 MK0087  NGVD 29 (??/??/92)  329.017  (m)         1079.45   (f) ADJ UNCH    2 0
 MK0087
 MK0087.Superseded values are not recommended for survey control.
 MK0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0087.See file dsdata.txt to determine how the superseded data were derived.
 MK0087
 MK0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM364062(NAD 83)
 MK0087_MARKER: DB = BENCH MARK DISK
 MK0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0087_STAMPING: S 246 1947
 MK0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0087+STABILITY: SURFACE MOTION
 MK0087
 MK0087  HISTORY     - Date     Condition        Report By
 MK0087  HISTORY     - 1947     MONUMENTED       CGS
 MK0087  HISTORY     - 19920205 MARK NOT FOUND   NGS
 MK0087
 MK0087                          STATION DESCRIPTION
 MK0087
 MK0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0087'2.9 MI NW FROM BLAIR.
 MK0087'0.4 MILE WEST ALONG U.S. HIGHWAY NO. 30 AND 2.5 MILES NORTHWEST
 MK0087'ALONG U.S. HIGHWAY NO. 73 FROM THE UNION STATION AT BLAIR, ALONG
 MK0087'THE WEST SIDE OF A SCHOOL YARD, 196.0 FEET NORTH OF THE CENTER OF
 MK0087'A DIRT ROAD LEADING EAST, 45.0 FEET NORTH OF THE CENTER OF A
 MK0087'CONCRETE WALK LEADING EAST TO THE SCHOOL BUILDING, 42.2 FEET
 MK0087'EAST OF THE CENTER OF THE HIGHWAY, 2.5 FEET SOUTH OF A REFERENCE
 MK0087'POST, 0.6 FOOT WEST OF A NET WIRE SCHOOL YARD FENCE, SET IN A
 MK0087'CONCRETE POST ABOUT 2 FEET BELOW THE HIGHWAY AND PROJECTING 0.2 FOOT.
 MK0087
 MK0087                          STATION RECOVERY (1992)
 MK0087
 MK0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JAO)
 MK0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1052 ***********************************************************************
 MK1052  DESIGNATION -  S 247
 MK1052  PID         -  MK1052
 MK1052  STATE/COUNTY-  NE/DODGE
 MK1052  USGS QUAD   -  UEHLING (1966)
 MK1052
 MK1052                         *CURRENT SURVEY CONTROL
 MK1052  ___________________________________________________________________
 MK1052* NAD 83(1986)-  41 38 12.     (N)    096 31 10.     (W)     SCALED    
 MK1052* NAVD 88     -       370.896  (meters)    1216.85   (feet)  ADJUSTED  
 MK1052  ___________________________________________________________________
 MK1052  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 MK1052  DYNAMIC HT  -         370.751 (meters)    1216.37  (feet)  COMP
 MK1052  MODELED GRAV-     980,218.9   (mgal)                       NAVD 88
 MK1052
 MK1052  VERT ORDER  -  SECOND    CLASS 0
 MK1052
 MK1052.The horizontal coordinates were scaled from a topographic map and have
 MK1052.an estimated accuracy of +/- 6 seconds.
 MK1052
 MK1052.The orthometric height was determined by differential leveling
 MK1052.and adjusted by the National Geodetic Survey in June 1991..
 MK1052
 MK1052.The geoid height was determined by GEOID03.
 MK1052
 MK1052.The dynamic height is computed by dividing the NAVD 88
 MK1052.geopotential number by the normal gravity value computed on the
 MK1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1052.degrees latitude (g = 980.6199 gals.).
 MK1052
 MK1052.The modeled gravity was interpolated from observed gravity values.
 MK1052
 MK1052;                    North         East    Units  Estimated Accuracy
 MK1052;SPC NE       -   206,050.      789,830.      MT  (+/- 180 meters Scaled)
 MK1052
 MK1052                          SUPERSEDED SURVEY CONTROL
 MK1052
 MK1052  NGVD 29 (??/??/92)  370.763  (m)         1216.41   (f) ADJ UNCH    2 0
 MK1052
 MK1052.Superseded values are not recommended for survey control.
 MK1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1052.See file dsdata.txt to determine how the superseded data were derived.
 MK1052
 MK1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM066124(NAD 83)
 MK1052_MARKER: DB = BENCH MARK DISK
 MK1052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK1052_SP_SET: PIER
 MK1052_STAMPING: S 247 1947
 MK1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK1052
 MK1052  HISTORY     - Date     Condition        Report By
 MK1052  HISTORY     - 1947     MONUMENTED       CGS
 MK1052
 MK1052                          STATION DESCRIPTION
 MK1052
 MK1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK1052'2 MI N FROM WINSLOW.
 MK1052'2.05 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK1052'RAILROAD FROM THE STATION AT WINSLOW, AT THE NORTH END OF
 MK1052'BRIDGE NO. 45.63 OVER LOGAN CREEK, 6.8 FEET WEST OF THE WEST RAIL
 MK1052'OF THE TRACK, 3.6 FEET BELOW THE BASE OF THE RAILS, 2.3 FEET
 MK1052'SOUTH OF THE NORTH END OF THE STEEL SECTION OF THE BRIDGE,
 MK1052'0.5 FOOT SOUTH OF THE SOUTHWEST CORNER OF A STEEL ANCHOR PLATE
 MK1052'FOR THE BRIDGE, SET IN TOP OF AND 0.8 FOOT NORTH OF THE SOUTH
 MK1052'EDGE OF THE WEST END OF THE NORTH CONCRETE PIER FOR THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0457 ***********************************************************************
 NM0457  DESIGNATION -  S 248
 NM0457  PID         -  NM0457
 NM0457  STATE/COUNTY-  NE/THURSTON
 NM0457  USGS QUAD   -  MACY (1966)
 NM0457
 NM0457                         *CURRENT SURVEY CONTROL
 NM0457  ___________________________________________________________________
 NM0457* NAD 83(1986)-  42 03 45.     (N)    096 18 19.     (W)     SCALED    
 NM0457* NAVD 88     -       393.766  (meters)    1291.88   (feet)  ADJUSTED  
 NM0457  ___________________________________________________________________
 NM0457  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 NM0457  DYNAMIC HT  -         393.629 (meters)    1291.43  (feet)  COMP
 NM0457  MODELED GRAV-     980,261.5   (mgal)                       NAVD 88
 NM0457
 NM0457  VERT ORDER  -  SECOND    CLASS 0
 NM0457
 NM0457.The horizontal coordinates were scaled from a topographic map and have
 NM0457.an estimated accuracy of +/- 6 seconds.
 NM0457
 NM0457.The orthometric height was determined by differential leveling
 NM0457.and adjusted by the National Geodetic Survey in June 1991..
 NM0457
 NM0457.The geoid height was determined by GEOID03.
 NM0457
 NM0457.The dynamic height is computed by dividing the NAVD 88
 NM0457.geopotential number by the normal gravity value computed on the
 NM0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0457.degrees latitude (g = 980.6199 gals.).
 NM0457
 NM0457.The modeled gravity was interpolated from observed gravity values.
 NM0457
 NM0457;                    North         East    Units  Estimated Accuracy
 NM0457;SPC NE       -   254,030.      805,630.      MT  (+/- 180 meters Scaled)
 NM0457
 NM0457                          SUPERSEDED SURVEY CONTROL
 NM0457
 NM0457  NGVD 29 (??/??/92)  393.619  (m)         1291.40   (f) ADJ UNCH    2 0
 NM0457
 NM0457.Superseded values are not recommended for survey control.
 NM0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0457.See file dsdata.txt to determine how the superseded data were derived.
 NM0457
 NM0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM229602(NAD 83)
 NM0457_MARKER: DB = BENCH MARK DISK
 NM0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0457_STAMPING: S 248 1947
 NM0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0457+STABILITY: SURFACE MOTION
 NM0457
 NM0457  HISTORY     - Date     Condition        Report By
 NM0457  HISTORY     - 1947     MONUMENTED       CGS
 NM0457  HISTORY     - 1961     GOOD             NGS
 NM0457
 NM0457                          STATION DESCRIPTION
 NM0457
 NM0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NM0457'6.1 MI NW FROM DECATUR.
 NM0457'0.1 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE AT
 NM0457'DECATUR, THENCE NORTHWEST 5.1 MILES ALONG U.S. HIGHWAY NO. 73
 NM0457'E, 0.1 MILE NORTHWEST OF A FARM HOUSE AND A DIRT CROSS ROAD, 48.9
 NM0457'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 42.0 FEET EAST
 NM0457'OF A COTTONWOOD TREE 2.0 FEET IN DIAMETER, 17.8 FEET SOUTH OF
 NM0457'THE CENTER OF A FIELD ENTRANCE, 1.0 FOOT EAST OF A BARBED WIRE
 NM0457'FENCE, 2.0 FEET NORTH OF A 4 IN X 4 IN MARKER POST AND SET
 NM0457'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 NM0457
 NM0457                          STATION RECOVERY (1961)
 NM0457
 NM0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NM0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0063 ***********************************************************************
 LH0063  DESIGNATION -  S 249
 LH0063  PID         -  LH0063
 LH0063  STATE/COUNTY-  NE/HALL
 LH0063  USGS QUAD   -  GRAND ISLAND (1993)
 LH0063
 LH0063                         *CURRENT SURVEY CONTROL
 LH0063  ___________________________________________________________________
 LH0063* NAD 83(1986)-  40 58 06.     (N)    098 19 10.     (W)     SCALED    
 LH0063* NAVD 88     -       563.032  (meters)    1847.21   (feet)  ADJUSTED  
 LH0063  ___________________________________________________________________
 LH0063  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 LH0063  DYNAMIC HT  -         562.737 (meters)    1846.25  (feet)  COMP
 LH0063  MODELED GRAV-     980,082.0   (mgal)                       NAVD 88
 LH0063
 LH0063  VERT ORDER  -  FIRST     CLASS II
 LH0063
 LH0063.This mark is at Central Nebraska Regional Airport (GRI)
 LH0063
 LH0063.The horizontal coordinates were scaled from a topographic map and have
 LH0063.an estimated accuracy of +/- 6 seconds.
 LH0063
 LH0063.The orthometric height was determined by differential leveling
 LH0063.and adjusted by the National Geodetic Survey in June 1991..
 LH0063
 LH0063.The geoid height was determined by GEOID03.
 LH0063
 LH0063.The dynamic height is computed by dividing the NAVD 88
 LH0063.geopotential number by the normal gravity value computed on the
 LH0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0063.degrees latitude (g = 980.6199 gals.).
 LH0063
 LH0063.The modeled gravity was interpolated from observed gravity values.
 LH0063
 LH0063;                    North         East    Units  Estimated Accuracy
 LH0063;SPC NE       -   127,390.      641,410.      MT  (+/- 180 meters Scaled)
 LH0063
 LH0063                          SUPERSEDED SURVEY CONTROL
 LH0063
 LH0063  NGVD 29 (??/??/92)  562.781  (m)         1846.39   (f) ADJ UNCH    1 2
 LH0063
 LH0063.Superseded values are not recommended for survey control.
 LH0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0063.See file dsdata.txt to determine how the superseded data were derived.
 LH0063
 LH0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL572354(NAD 83)
 LH0063_MARKER: DB = BENCH MARK DISK
 LH0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0063_SP_SET: WALL
 LH0063_STAMPING: S 249 1947
 LH0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0063
 LH0063  HISTORY     - Date     Condition        Report By
 LH0063  HISTORY     - 1947     MONUMENTED       CGS
 LH0063  HISTORY     - 1965     GOOD             NGS
 LH0063  HISTORY     - 1976     GOOD             NGS
 LH0063  HISTORY     - 1990     GOOD             USPSQD
 LH0063  HISTORY     - 20030813 GOOD             USPSQD
 LH0063
 LH0063                          STATION DESCRIPTION
 LH0063
 LH0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0063'3.5 MI NE FROM GRAND ISLAND.
 LH0063'APPROXIMATELY 3.5 MILES NORTHEAST OF GRAND ISLAND, AT THE
 LH0063'GRAND ISLAND ARMY AIR BASE (ALSO THE MUNICIPAL AIRPORT),
 LH0063'APPROXIMATELY 115 YARDS NORTH OF THE ADMINISTRATION BUILDING,
 LH0063'SET IN THE EAST WALL OF THE MAIN HANGAR (THE ONLY HANGAR
 LH0063'CONSTRUCTED OF CONCRETE), 4.8 FEET SOUTH OF THE NORTHEAST
 LH0063'CORNER OF THE HANGAR, SET VERTICALLY IN A DRILL HOLE IN A
 LH0063'CONCRETE WALL 3.3 FEET ABOVE THE SURFACE OF THE GROUND.
 LH0063
 LH0063                          STATION RECOVERY (1965)
 LH0063
 LH0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LH0063'RECOVERED IN GOOD CONDITION.
 LH0063
 LH0063                          STATION RECOVERY (1976)
 LH0063
 LH0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LH0063'RECOVERED IN GOOD CONDITION.
 LH0063
 LH0063                          STATION RECOVERY (1990)
 LH0063
 LH0063'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0063'RECOVERED IN GOOD CONDITION.
 LH0063
 LH0063                          STATION RECOVERY (2003)
 LH0063
 LH0063'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LH0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0045 ***********************************************************************
 LJ0045  DESIGNATION -  S 25
 LJ0045  PID         -  LJ0045
 LJ0045  STATE/COUNTY-  NE/RED WILLOW
 LJ0045  USGS QUAD   -  DANBURY NE (1983)
 LJ0045
 LJ0045                         *CURRENT SURVEY CONTROL
 LJ0045  ___________________________________________________________________
 LJ0045* NAD 83(1986)-  40 14 37.     (N)    100 21 08.     (W)     SCALED    
 LJ0045* NAVD 88     -       713.532  (meters)    2340.98   (feet)  ADJUSTED  
 LJ0045  ___________________________________________________________________
 LJ0045  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 LJ0045  DYNAMIC HT  -         713.067 (meters)    2339.45  (feet)  COMP
 LJ0045  MODELED GRAV-     979,950.8   (mgal)                       NAVD 88
 LJ0045
 LJ0045  VERT ORDER  -  FIRST     CLASS II
 LJ0045
 LJ0045.The horizontal coordinates were scaled from a topographic map and have
 LJ0045.an estimated accuracy of +/- 6 seconds.
 LJ0045
 LJ0045.The orthometric height was determined by differential leveling
 LJ0045.and adjusted by the National Geodetic Survey in June 1991..
 LJ0045
 LJ0045.The geoid height was determined by GEOID03.
 LJ0045
 LJ0045.The dynamic height is computed by dividing the NAVD 88
 LJ0045.geopotential number by the normal gravity value computed on the
 LJ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0045.degrees latitude (g = 980.6199 gals.).
 LJ0045
 LJ0045.The modeled gravity was interpolated from observed gravity values.
 LJ0045
 LJ0045;                    North         East    Units  Estimated Accuracy
 LJ0045;SPC NE       -    45,620.      470,030.      MT  (+/- 180 meters Scaled)
 LJ0045
 LJ0045                          SUPERSEDED SURVEY CONTROL
 LJ0045
 LJ0045  NGVD 29 (??/??/92)  713.228  (m)         2339.98   (f) ADJ UNCH    1 2
 LJ0045
 LJ0045.Superseded values are not recommended for survey control.
 LJ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0045.See file dsdata.txt to determine how the superseded data were derived.
 LJ0045
 LJ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK849556(NAD 83)
 LJ0045_MARKER: DB = BENCH MARK DISK
 LJ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0045_STAMPING: 2339.982 S 25 1933
 LJ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0045+STABILITY: SURFACE MOTION
 LJ0045
 LJ0045  HISTORY     - Date     Condition        Report By
 LJ0045  HISTORY     - 1933     MONUMENTED       CGS
 LJ0045  HISTORY     - 1954     GOOD             NGS
 LJ0045
 LJ0045                          STATION DESCRIPTION
 LJ0045
 LJ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LJ0045'3.5 MI E FROM INDIANOLA.
 LJ0045'3.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LJ0045'FROM THE STATION AT INDIANOLA, REDWILLOW COUNTY, AT MILEAGE
 LJ0045'272.70, 83 YARDS WEST OF THE EAST END OF A SMALL TRESTLE FORMING
 LJ0045'A CATTLE UNDERPASS, AT A FARM-ROAD CROSSING, 47 FEET SOUTH OF
 LJ0045'THE SOUTH RAIL.  25 FEET WEST OF THE ROAD, AND 2 FEET NORTH OF
 LJ0045'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 25 1933 AND
 LJ0045'SET IN THE TOP OF A CONCRETE POST 8 INCHES BELOW THE GROUND.
 LJ0045'NOW STAMPED 2339.982 S 25 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0008 ***********************************************************************
 LH0008  DESIGNATION -  S 250
 LH0008  PID         -  LH0008
 LH0008  STATE/COUNTY-  NE/ADAMS
 LH0008  USGS QUAD   -  HASTINGS WEST (1983)
 LH0008
 LH0008                         *CURRENT SURVEY CONTROL
 LH0008  ___________________________________________________________________
 LH0008* NAD 83(1986)-  40 34 04.     (N)    098 26 20.     (W)     SCALED    
 LH0008* NAVD 88     -       586.172  (meters)    1923.13   (feet)  ADJUSTED  
 LH0008  ___________________________________________________________________
 LH0008  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 LH0008  DYNAMIC HT  -         585.841 (meters)    1922.05  (feet)  COMP
 LH0008  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 LH0008
 LH0008  VERT ORDER  -  FIRST     CLASS II
 LH0008
 LH0008.The horizontal coordinates were scaled from a topographic map and have
 LH0008.an estimated accuracy of +/- 6 seconds.
 LH0008
 LH0008.The orthometric height was determined by differential leveling
 LH0008.and adjusted by the National Geodetic Survey in June 1991..
 LH0008
 LH0008.The geoid height was determined by GEOID03.
 LH0008
 LH0008.The dynamic height is computed by dividing the NAVD 88
 LH0008.geopotential number by the normal gravity value computed on the
 LH0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0008.degrees latitude (g = 980.6199 gals.).
 LH0008
 LH0008.The modeled gravity was interpolated from observed gravity values.
 LH0008
 LH0008;                    North         East    Units  Estimated Accuracy
 LH0008;SPC NE       -    82,740.      632,160.      MT  (+/- 180 meters Scaled)
 LH0008
 LH0008                          SUPERSEDED SURVEY CONTROL
 LH0008
 LH0008  NGVD 29 (??/??/92)  585.940  (m)         1922.37   (f) ADJ UNCH    1 2
 LH0008
 LH0008.Superseded values are not recommended for survey control.
 LH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0008.See file dsdata.txt to determine how the superseded data were derived.
 LH0008
 LH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK474909(NAD 83)
 LH0008_MARKER: DB = BENCH MARK DISK
 LH0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0008_SP_SET: BRIDGE ABUTMENT
 LH0008_STAMPING: S 250 1947
 LH0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0008
 LH0008  HISTORY     - Date     Condition        Report By
 LH0008  HISTORY     - 1947     MONUMENTED       CGS
 LH0008
 LH0008                          STATION DESCRIPTION
 LH0008
 LH0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0008'3.6 MI SW FROM HASTINGS.
 LH0008'2.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0008'FROM THE STATION AT HASTINGS, THENCE WEST 1.6 MILES ALONG U.S.
 LH0008'HIGHWAY NO. 6 (ALTERNATE), IN THE TOP OF THE SOUTH CORNER OF
 LH0008'THE WEST ABUTMENT OF A BRIDGE, 135.0 FEET EAST OF A NORTH-SOUTH
 LH0008'SECTION LINE ROAD, 12.9 FEET SOUTH OF THE CENTER LINE OF THE
 LH0008'HIGHWAY, SET IN A DRILL HOLE IN CONCRETE ABOUT LEVEL WITH THE
 LH0008'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0009 ***********************************************************************
 LH0009  DESIGNATION -  S 250 RESET
 LH0009  PID         -  LH0009
 LH0009  STATE/COUNTY-  NE/ADAMS
 LH0009  USGS QUAD   -  HASTINGS WEST (1983)
 LH0009
 LH0009                         *CURRENT SURVEY CONTROL
 LH0009  ___________________________________________________________________
 LH0009* NAD 83(1986)-  40 34 04.     (N)    098 26 22.     (W)     SCALED    
 LH0009* NAVD 88     -       586.06   (meters)    1922.8    (feet)  RESET     
 LH0009  ___________________________________________________________________
 LH0009  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 LH0009
 LH0009  VERT ORDER  -  THIRD
 LH0009
 LH0009.The horizontal coordinates were scaled from a topographic map and have
 LH0009.an estimated accuracy of +/- 6 seconds.
 LH0009
 LH0009.The orthometric height was computed from unverified reset data.
 LH0009
 LH0009.The geoid height was determined by GEOID03.
 LH0009
 LH0009;                    North         East    Units  Estimated Accuracy
 LH0009;SPC NE       -    82,740.      632,120.      MT  (+/- 180 meters Scaled)
 LH0009
 LH0009                          SUPERSEDED SURVEY CONTROL
 LH0009
 LH0009  NGVD 29 (??/??/??)  585.83   (m)         1922.0    (f) RESET       3  
 LH0009
 LH0009.Superseded values are not recommended for survey control.
 LH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0009.See file dsdata.txt to determine how the superseded data were derived.
 LH0009
 LH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK474909(NAD 83)
 LH0009_MARKER: DD = SURVEY DISK
 LH0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0009_SP_SET: BRIDGE
 LH0009_STAMPING: S 250 RESET 1961
 LH0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0009
 LH0009  HISTORY     - Date     Condition        Report By
 LH0009  HISTORY     - 1961     MONUMENTED       LOCSUR
 LH0009
 LH0009                          STATION DESCRIPTION
 LH0009
 LH0009'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 LH0009'3.6 MI SW FROM HASTINGS.
 LH0009'2.0 MILES SOUTH ALONG THE BURLINGTON, CHICAGO AND QUINCY RAILROAD
 LH0009'FROM THE STATION AT HASTINGS, ADAMS COUNTY, THENCE 1.6 MILES
 LH0009'WEST ALONG U.S. HIGHWAY 6 ALT, AT THE INTERSECTION OF A
 LH0009'NORTH-AND-SOUTH SECTION-LINE ROAD, 135 FEET EAST OF THE CENTERLINE
 LH0009'OF SECTION LINE ROAD, 12.9 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 LH0009'AT A BRIDGE ON THE HIGHWAY, IN THE TOP OF THE SOUTH CORNER OF
 LH0009'THE WEST ABUTMENT, LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0205 ***********************************************************************
 LH0205  DESIGNATION -  S 252
 LH0205  PID         -  LH0205
 LH0205  STATE/COUNTY-  NE/NUCKOLLS
 LH0205  USGS QUAD   -  SUPERIOR (1983)
 LH0205
 LH0205                         *CURRENT SURVEY CONTROL
 LH0205  ___________________________________________________________________
 LH0205* NAD 83(1986)-  40 01 47.     (N)    098 07 00.     (W)     SCALED    
 LH0205* NAVD 88     -       485.192  (meters)    1591.83   (feet)  ADJUSTED  
 LH0205  ___________________________________________________________________
 LH0205  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 LH0205  DYNAMIC HT  -         484.907 (meters)    1590.90  (feet)  COMP
 LH0205  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 LH0205
 LH0205  VERT ORDER  -  FIRST     CLASS II
 LH0205
 LH0205.The horizontal coordinates were scaled from a topographic map and have
 LH0205.an estimated accuracy of +/- 6 seconds.
 LH0205
 LH0205.The orthometric height was determined by differential leveling
 LH0205.and adjusted by the National Geodetic Survey in June 1991..
 LH0205
 LH0205.The geoid height was determined by GEOID03.
 LH0205
 LH0205.The dynamic height is computed by dividing the NAVD 88
 LH0205.geopotential number by the normal gravity value computed on the
 LH0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0205.degrees latitude (g = 980.6199 gals.).
 LH0205
 LH0205.The modeled gravity was interpolated from observed gravity values.
 LH0205
 LH0205;                    North         East    Units  Estimated Accuracy
 LH0205;SPC NE       -    23,560.      660,740.      MT  (+/- 180 meters Scaled)
 LH0205
 LH0205                          SUPERSEDED SURVEY CONTROL
 LH0205
 LH0205  NGVD 29 (??/??/92)  485.012  (m)         1591.24   (f) ADJ UNCH    1 2
 LH0205
 LH0205.Superseded values are not recommended for survey control.
 LH0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0205.See file dsdata.txt to determine how the superseded data were derived.
 LH0205
 LH0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK753314(NAD 83)
 LH0205_MARKER: DB = BENCH MARK DISK
 LH0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0205_STAMPING: S 252 1947
 LH0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0205+STABILITY: SURFACE MOTION
 LH0205
 LH0205  HISTORY     - Date     Condition        Report By
 LH0205  HISTORY     - 1947     MONUMENTED       CGS
 LH0205
 LH0205                          STATION DESCRIPTION
 LH0205
 LH0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0205'2.5 MI W FROM SUPERIOR.
 LH0205'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0205'FROM THE STATION AT SUPERIOR, AT MILEPOST 173, IN THE SOUTHWEST
 LH0205'QUARTER OF A PRIVATE ROAD CROSSING, 47.4 FEET SOUTH OF THE
 LH0205'SOUTH RAIL OF THE TRACK, 26.0 FEET WEST OF THE CENTER LINE OF
 LH0205'THE ROAD, 1.5 FEET NORTH OF A FENCE, 1.6 FEET WEST OF A REFERENCE
 LH0205'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 LH0205'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0922 ***********************************************************************
 MJ0922  DESIGNATION -  S 253
 MJ0922  PID         -  MJ0922
 MJ0922  STATE/COUNTY-  NE/DOUGLAS
 MJ0922  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0922
 MJ0922                         *CURRENT SURVEY CONTROL
 MJ0922  ___________________________________________________________________
 MJ0922* NAD 83(1986)-  41 17 49.     (N)    095 53 58.     (W)     SCALED    
 MJ0922* NAVD 88     -       299.124  (meters)     981.38   (feet)  ADJUSTED  
 MJ0922  ___________________________________________________________________
 MJ0922  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MJ0922  DYNAMIC HT  -         298.999 (meters)     980.97  (feet)  COMP
 MJ0922  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 MJ0922
 MJ0922  VERT ORDER  -  FIRST     CLASS II
 MJ0922
 MJ0922.This mark is at Eppley Airfield Airport (OMA)
 MJ0922
 MJ0922.The horizontal coordinates were scaled from a topographic map and have
 MJ0922.an estimated accuracy of +/- 6 seconds.
 MJ0922
 MJ0922.The orthometric height was determined by differential leveling
 MJ0922.and adjusted by the National Geodetic Survey in June 1991..
 MJ0922
 MJ0922.The geoid height was determined by GEOID03.
 MJ0922
 MJ0922.The dynamic height is computed by dividing the NAVD 88
 MJ0922.geopotential number by the normal gravity value computed on the
 MJ0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0922.degrees latitude (g = 980.6199 gals.).
 MJ0922
 MJ0922.The modeled gravity was interpolated from observed gravity values.
 MJ0922
 MJ0922;                    North         East    Units  Estimated Accuracy
 MJ0922;SPC NE       -   170,640.      843,200.      MT  (+/- 180 meters Scaled)
 MJ0922
 MJ0922                          SUPERSEDED SURVEY CONTROL
 MJ0922
 MJ0922  NGVD 29 (??/??/92)  298.997  (m)          980.96   (f) ADJ UNCH    1 2
 MJ0922
 MJ0922.Superseded values are not recommended for survey control.
 MJ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0922.See file dsdata.txt to determine how the superseded data were derived.
 MJ0922
 MJ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF572757(NAD 83)
 MJ0922_MARKER: DB = BENCH MARK DISK
 MJ0922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MJ0922_SP_SET: BUILDING
 MJ0922_STAMPING: S 253 1947
 MJ0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ0922
 MJ0922  HISTORY     - Date     Condition        Report By
 MJ0922  HISTORY     - 1947     MONUMENTED       CGS
 MJ0922  HISTORY     - 1970     GOOD             NGS
 MJ0922  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0922
 MJ0922                          STATION DESCRIPTION
 MJ0922
 MJ0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MJ0922'AT OMAHA.
 MJ0922'AT OMAHA, AT EPPLEY AIRFIELD, INSIDE THE BUILDING OCCUPIED BY
 MJ0922'FAA FACILITIES, POST OFFICE, WEATHER BUREAU, AND REA EXPRESS,
 MJ0922'INSIDE THE WEST ENTRANCE INTO THE BUILDING, 17.4 FEET WEST OF THE
 MJ0922'WEST SIDE OF THE ENTRANCE TO THE GOVT. FACILITIES, 2 FEET
 MJ0922'EAST OF THE WEST WALL, AND SET VERTICALLY 4 FEET ABOVE THE FLOOR
 MJ0922'IN THE NORTH WALL OF THE HALLWAY, AND BEHIND THE STEAM PIPES.
 MJ0922
 MJ0922                          STATION RECOVERY (1976)
 MJ0922
 MJ0922'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1056 ***********************************************************************
 MJ1056  DESIGNATION -  S 253 RESET
 MJ1056  PID         -  MJ1056
 MJ1056  STATE/COUNTY-  NE/DOUGLAS
 MJ1056  USGS QUAD   -  OMAHA NORTH (1994)
 MJ1056
 MJ1056                         *CURRENT SURVEY CONTROL
 MJ1056  ___________________________________________________________________
 MJ1056* NAD 83(1986)-  41 17 49.     (N)    095 53 58.     (W)     SCALED    
 MJ1056* NAVD 88     -       297.99   (meters)     977.7    (feet)  RESET     
 MJ1056  ___________________________________________________________________
 MJ1056  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 MJ1056
 MJ1056  VERT ORDER  -  THIRD
 MJ1056
 MJ1056.This mark is at Eppley Airfield Airport (OMA)
 MJ1056
 MJ1056.The horizontal coordinates were scaled from a topographic map and have
 MJ1056.an estimated accuracy of +/- 6 seconds.
 MJ1056
 MJ1056.The orthometric height was computed from unverified reset data.
 MJ1056.No vertical observational check was made to the station.
 MJ1056
 MJ1056.The geoid height was determined by GEOID03.
 MJ1056
 MJ1056;                    North         East    Units  Estimated Accuracy
 MJ1056;SPC NE       -   170,640.      843,200.      MT  (+/- 180 meters Scaled)
 MJ1056
 MJ1056                          SUPERSEDED SURVEY CONTROL
 MJ1056
 MJ1056  NGVD 29 (??/??/??)  297.87   (m)          977.3    (f) RESET       3  
 MJ1056
 MJ1056.Superseded values are not recommended for survey control.
 MJ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1056.See file dsdata.txt to determine how the superseded data were derived.
 MJ1056
 MJ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF572757(NAD 83)
 MJ1056_MARKER: DB = BENCH MARK DISK
 MJ1056_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MJ1056_SP_SET: MASSIVE RETAINING WALL
 MJ1056_STAMPING: S 253 RESET 1975
 MJ1056_MARK LOGO: NGS   
 MJ1056_MAGNETIC: N = NO MAGNETIC MATERIAL
 MJ1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1056
 MJ1056  HISTORY     - Date     Condition        Report By
 MJ1056  HISTORY     - 1975     MONUMENTED       NGS
 MJ1056  HISTORY     - 19850424 GOOD             NGS
 MJ1056
 MJ1056                          STATION DESCRIPTION
 MJ1056
 MJ1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MJ1056'IN OMAHA.
 MJ1056'IN OMAHA, AT EPPLEY AIRFIELD, IN THE CONCRETE FOUNDATION AT THE
 MJ1056'SOUTHEAST CORNER OF THE AIRPORT FIRE STATION, AT THE ENTRANCE OF THE
 MJ1056'SOUTH DOOR OF THREE DOORS AND ON THE EAST SIDE OF THE BUILDING.
 MJ1056
 MJ1056                          STATION RECOVERY (1985)
 MJ1056
 MJ1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MJ1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0905 ***********************************************************************
 MJ0905  DESIGNATION -  S 254
 MJ0905  PID         -  MJ0905
 MJ0905  STATE/COUNTY-  NE/DOUGLAS
 MJ0905  USGS QUAD   -  OMAHA NORTH (1994)
 MJ0905
 MJ0905                         *CURRENT SURVEY CONTROL
 MJ0905  ___________________________________________________________________
 MJ0905* NAD 83(1986)-  41 15 42.     (N)    095 55 45.     (W)     SCALED    
 MJ0905* NAVD 88     -       308.136  (meters)    1010.94   (feet)  ADJUSTED  
 MJ0905  ___________________________________________________________________
 MJ0905  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 MJ0905  DYNAMIC HT  -         308.008 (meters)    1010.52  (feet)  COMP
 MJ0905  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 MJ0905
 MJ0905  VERT ORDER  -  FIRST     CLASS II
 MJ0905
 MJ0905.The horizontal coordinates were scaled from a topographic map and have
 MJ0905.an estimated accuracy of +/- 6 seconds.
 MJ0905
 MJ0905.The orthometric height was determined by differential leveling
 MJ0905.and adjusted by the National Geodetic Survey in June 1991..
 MJ0905
 MJ0905.The geoid height was determined by GEOID03.
 MJ0905
 MJ0905.The dynamic height is computed by dividing the NAVD 88
 MJ0905.geopotential number by the normal gravity value computed on the
 MJ0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0905.degrees latitude (g = 980.6199 gals.).
 MJ0905
 MJ0905.The modeled gravity was interpolated from observed gravity values.
 MJ0905
 MJ0905;                    North         East    Units  Estimated Accuracy
 MJ0905;SPC NE       -   166,610.      840,900.      MT  (+/- 180 meters Scaled)
 MJ0905
 MJ0905                          SUPERSEDED SURVEY CONTROL
 MJ0905
 MJ0905  NGVD 29 (??/??/92)  308.016  (m)         1010.55   (f) ADJ UNCH    1 2
 MJ0905
 MJ0905.Superseded values are not recommended for survey control.
 MJ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0905.See file dsdata.txt to determine how the superseded data were derived.
 MJ0905
 MJ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF546719(NAD 83)
 MJ0905_MARKER: DB = BENCH MARK DISK
 MJ0905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MJ0905_SP_SET: WALL
 MJ0905_STAMPING: S 254 1947
 MJ0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MJ0905
 MJ0905  HISTORY     - Date     Condition        Report By
 MJ0905  HISTORY     - 1947     MONUMENTED       CGS
 MJ0905  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 MJ0905
 MJ0905                          STATION DESCRIPTION
 MJ0905
 MJ0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MJ0905'AT OMAHA.
 MJ0905'AT OMAHA, AT THE NORTHWEST CORNER OF THE INTERSECTION OF TENTH
 MJ0905'AND DAVENPORT STREETS, IN THE SOUTH WALL OF THE BUILDING OCCUPIED
 MJ0905'BY THE G.W. ONTHANK COMPANY, 20.7 FEET NORTH OF THE NORTH CURB
 MJ0905'OF DAVENPORT STREET AND 8 FEET ABOVE THE LEVEL OF THE STREET,
 MJ0905'3 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, SET
 MJ0905'VERTICALLY 4 FEET ABOVE THE SURFACE OF A LOADING PLATFORM.
 MJ0905
 MJ0905                          STATION RECOVERY (1976)
 MJ0905
 MJ0905'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MJ0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1043 ***********************************************************************
 LF1043  DESIGNATION -  S 256
 LF1043  PID         -  LF1043
 LF1043  STATE/COUNTY-  NE/CASS
 LF1043  USGS QUAD   -  NEHAWKA (1966)
 LF1043
 LF1043                         *CURRENT SURVEY CONTROL
 LF1043  ___________________________________________________________________
 LF1043* NAD 83(1986)-  40 50 22.     (N)    095 53 33.     (W)     SCALED    
 LF1043* NAVD 88     -       334.333  (meters)    1096.89   (feet)  ADJUSTED  
 LF1043  ___________________________________________________________________
 LF1043  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 LF1043  DYNAMIC HT  -         334.178 (meters)    1096.38  (feet)  COMP
 LF1043  MODELED GRAV-     980,150.8   (mgal)                       NAVD 88
 LF1043
 LF1043  VERT ORDER  -  SECOND    CLASS 0
 LF1043
 LF1043.The horizontal coordinates were scaled from a topographic map and have
 LF1043.an estimated accuracy of +/- 6 seconds.
 LF1043
 LF1043.The orthometric height was determined by differential leveling
 LF1043.and adjusted by the National Geodetic Survey in June 1991..
 LF1043
 LF1043.The geoid height was determined by GEOID03.
 LF1043
 LF1043.The dynamic height is computed by dividing the NAVD 88
 LF1043.geopotential number by the normal gravity value computed on the
 LF1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1043.degrees latitude (g = 980.6199 gals.).
 LF1043
 LF1043.The modeled gravity was interpolated from observed gravity values.
 LF1043
 LF1043;                    North         East    Units  Estimated Accuracy
 LF1043;SPC NE       -   119,930.      846,200.      MT  (+/- 180 meters Scaled)
 LF1043
 LF1043                          SUPERSEDED SURVEY CONTROL
 LF1043
 LF1043  NGVD 29 (??/??/92)  334.231  (m)         1096.56   (f) ADJ UNCH    2 0
 LF1043
 LF1043.Superseded values are not recommended for survey control.
 LF1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1043.See file dsdata.txt to determine how the superseded data were derived.
 LF1043
 LF1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF561249(NAD 83)
 LF1043_MARKER: DB = BENCH MARK DISK
 LF1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1043_STAMPING: S 256 1947
 LF1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1043+STABILITY: SURFACE MOTION
 LF1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LF1043+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 LF1043
 LF1043  HISTORY     - Date     Condition        Report By
 LF1043  HISTORY     - 1947     MONUMENTED       CGS
 LF1043  HISTORY     - 20060215 GOOD             NEDR
 LF1043
 LF1043                          STATION DESCRIPTION
 LF1043
 LF1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF1043'7.4 MI SE FROM MURRAY.
 LF1043'1.0 MILE EAST ALONG NEBRASKA STATE HIGHWAY 1 FROM THE MURRAY
 LF1043'STATE BANK AT MURRAY, THENCE 1.0 MILE EAST ALONG A GRADED DIRT
 LF1043'ROAD, THENCE 5.2 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 LF1043'0.2 MILE SOUTH ALONG A GRAVELED ROAD, 0.2 MILE SOUTH OF A ROAD
 LF1043'CROSSING, 96.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LF1043'BRICK FARMHOUSE, 32.0 FEET WEST OF AND 1.0 FOOT HIGHER THAN
 LF1043'THE CENTER LINE OF THE ROAD, 20.0 FEET SOUTH OF A 12 INCH ELM
 LF1043'TREE, 13.0 FEET NORTH OF THE NORTHEAST CORNER OF A GARAGE,
 LF1043'2.0 FEET EAST OF A FENCE, 2.0 FEET NORTH OF A 4 X 4 MARKER
 LF1043'POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 2 INCHES
 LF1043'ABOVE THE GROUND.
 LF1043
 LF1043                          STATION RECOVERY (2006)
 LF1043
 LF1043'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0112 ***********************************************************************
 LG0112  DESIGNATION -  S 257
 LG0112  PID         -  LG0112
 LG0112  STATE/COUNTY-  NE/OTOE
 LG0112  USGS QUAD   -  DUNBAR (1966)
 LG0112
 LG0112                         *CURRENT SURVEY CONTROL
 LG0112  ___________________________________________________________________
 LG0112* NAD 83(1986)-  40 44 36.     (N)    096 01 33.     (W)     SCALED    
 LG0112* NAVD 88     -       357.957  (meters)    1174.40   (feet)  ADJUSTED  
 LG0112  ___________________________________________________________________
 LG0112  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 LG0112  DYNAMIC HT  -         357.779 (meters)    1173.81  (feet)  COMP
 LG0112  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 LG0112
 LG0112  VERT ORDER  -  SECOND    CLASS 0
 LG0112
 LG0112.The horizontal coordinates were scaled from a topographic map and have
 LG0112.an estimated accuracy of +/- 6 seconds.
 LG0112
 LG0112.The orthometric height was determined by differential leveling
 LG0112.and adjusted by the National Geodetic Survey in June 1991..
 LG0112
 LG0112.The geoid height was determined by GEOID03.
 LG0112
 LG0112.The dynamic height is computed by dividing the NAVD 88
 LG0112.geopotential number by the normal gravity value computed on the
 LG0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0112.degrees latitude (g = 980.6199 gals.).
 LG0112
 LG0112.The modeled gravity was interpolated from observed gravity values.
 LG0112
 LG0112;                    North         East    Units  Estimated Accuracy
 LG0112;SPC NE       -   108,750.      835,460.      MT  (+/- 180 meters Scaled)
 LG0112
 LG0112                          SUPERSEDED SURVEY CONTROL
 LG0112
 LG0112  NGVD 29 (??/??/92)  357.846  (m)         1174.03   (f) ADJ UNCH    2 0
 LG0112
 LG0112.Superseded values are not recommended for survey control.
 LG0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0112.See file dsdata.txt to determine how the superseded data were derived.
 LG0112
 LG0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL511145(NAD 83)
 LG0112_MARKER: DB = BENCH MARK DISK
 LG0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0112_STAMPING: S 257 1947
 LG0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0112+STABILITY: SURFACE MOTION
 LG0112
 LG0112  HISTORY     - Date     Condition        Report By
 LG0112  HISTORY     - 1947     MONUMENTED       CGS
 LG0112  HISTORY     - 1964     GOOD             USGS
 LG0112
 LG0112                          STATION DESCRIPTION
 LG0112
 LG0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LG0112'5.5 MI N FROM DUNBAR.
 LG0112'2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 LG0112'DUNBAR, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, THENCE 3.2
 LG0112'MILES NORTH ALONG A GRAVELED ROAD, APPROXIMATELY 0.2 MILE NORTH
 LG0112'OF A ROAD CROSSING, 60.0 FEET EAST OF THE CENTER LINE OF THE
 LG0112'ROAD, 29.0 FEET EAST OF A FENCE CORNER, 16.0 FEET SOUTH OF THE
 LG0112'CENTER LINE OF A PRIVATE ROAD LEADING TO A FARMHOUSE, 15.0 FEET
 LG0112'EAST OF THE EAST END OF A STEEL GATE, 2.0 FEET WEST OF A
 LG0112'REFERENCE POST, 1.0 FOOT NORTH OF A FENCE, SET IN THE TOP OF A
 LG0112'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.  ALSO,
 LG0112'ALONG STATE HWY. 67, 0.2 MILE NORTH OF COR. SECS. 13, 14, 23
 LG0112'AND 24, T9N, R12E, 59 FEET EAST AND 15 FEET SOUTH OF STATE HWY.
 LG0112'67 (N-S) AT A T-DRIVE EAST TO FARMHOUSE, 15 FEET EAST OF A
 LG0112'FENCE CORNER AND 1.0 FOOT NORTH OF AN E-W FENCE.
 LG0112
 LG0112                          STATION RECOVERY (1964)
 LG0112
 LG0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0975 ***********************************************************************
 LF0975  DESIGNATION -  S 258
 LF0975  PID         -  LF0975
 LF0975  STATE/COUNTY-  NE/OTOE
 LF0975  USGS QUAD   -  JULIAN (1984)
 LF0975
 LF0975                         *CURRENT SURVEY CONTROL
 LF0975  ___________________________________________________________________
 LF0975* NAD 83(1986)-  40 32 15.     (N)    095 49 14.     (W)     SCALED    
 LF0975* NAVD 88     -       323.852  (meters)    1062.50   (feet)  ADJUSTED  
 LF0975  ___________________________________________________________________
 LF0975  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LF0975  DYNAMIC HT  -         323.680 (meters)    1061.94  (feet)  COMP
 LF0975  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 LF0975
 LF0975  VERT ORDER  -  SECOND    CLASS 0
 LF0975
 LF0975.The horizontal coordinates were scaled from a topographic map and have
 LF0975.an estimated accuracy of +/- 6 seconds.
 LF0975
 LF0975.The orthometric height was determined by differential leveling
 LF0975.and adjusted by the National Geodetic Survey in June 1991..
 LF0975
 LF0975.The geoid height was determined by GEOID03.
 LF0975
 LF0975.The dynamic height is computed by dividing the NAVD 88
 LF0975.geopotential number by the normal gravity value computed on the
 LF0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0975.degrees latitude (g = 980.6199 gals.).
 LF0975
 LF0975.The modeled gravity was interpolated from observed gravity values.
 LF0975
 LF0975;                    North         East    Units  Estimated Accuracy
 LF0975;SPC NE       -    86,740.      853,880.      MT  (+/- 180 meters Scaled)
 LF0975
 LF0975                          SUPERSEDED SURVEY CONTROL
 LF0975
 LF0975  NGVD 29 (??/??/92)  323.753  (m)         1062.18   (f) ADJ UNCH    2 0
 LF0975
 LF0975.Superseded values are not recommended for survey control.
 LF0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0975.See file dsdata.txt to determine how the superseded data were derived.
 LF0975
 LF0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE611912(NAD 83)
 LF0975_MARKER: DB = BENCH MARK DISK
 LF0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0975_STAMPING: S 258 1947
 LF0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0975+STABILITY: SURFACE MOTION
 LF0975
 LF0975  HISTORY     - Date     Condition        Report By
 LF0975  HISTORY     - 1947     MONUMENTED       CGS
 LF0975
 LF0975                          STATION DESCRIPTION
 LF0975
 LF0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0975'3.8 MI E FROM JULIAN.
 LF0975'1.1 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 LF0975'STATION AT JULIAN, THENCE 2.75 MILES EAST ALONG A GRAVEL AND DIRT
 LF0975'ROAD, AT THE TOP OF A SMALL HILL, 141.0 FEET EAST OF THE CENTER
 LF0975'OF A DIRT ROAD LEADING SOUTH, 80.0 FEET WEST OF A 2 1/2-FOOT
 LF0975'MAPLE TREE, 31.0 FEET EAST OF THE EAST SIDE OF A 4-FOOT ELM TREE,
 LF0975'30.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 19.5 FEET
 LF0975'WEST NORTHWEST OF THE CENTER OF AN IRON MAN HOLE COVER WHICH IS
 LF0975'ON THE TOP OF AN UNDERGROUND WATER RESERVOIR, 1.7 FOOT WEST OF
 LF0975'A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 LF0975'AS THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0584 ***********************************************************************
 MK0584  DESIGNATION -  S 259
 MK0584  PID         -  MK0584
 MK0584  STATE/COUNTY-  NE/DODGE
 MK0584  USGS QUAD   -  FREMONT EAST (1983)
 MK0584
 MK0584                         *CURRENT SURVEY CONTROL
 MK0584  ___________________________________________________________________
 MK0584* NAD 83(1986)-  41 27 06.     (N)    096 29 42.     (W)     SCALED    
 MK0584* NAVD 88     -       362.898  (meters)    1190.61   (feet)  ADJUSTED  
 MK0584  ___________________________________________________________________
 MK0584  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 MK0584  DYNAMIC HT  -         362.735 (meters)    1190.07  (feet)  COMP
 MK0584  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 MK0584
 MK0584  VERT ORDER  -  SECOND    CLASS 0
 MK0584
 MK0584.The horizontal coordinates were scaled from a topographic map and have
 MK0584.an estimated accuracy of +/- 6 seconds.
 MK0584
 MK0584.The orthometric height was determined by differential leveling
 MK0584.and adjusted by the National Geodetic Survey in June 1991..
 MK0584
 MK0584.The geoid height was determined by GEOID03.
 MK0584
 MK0584.The dynamic height is computed by dividing the NAVD 88
 MK0584.geopotential number by the normal gravity value computed on the
 MK0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0584.degrees latitude (g = 980.6199 gals.).
 MK0584
 MK0584.The modeled gravity was interpolated from observed gravity values.
 MK0584
 MK0584;                    North         East    Units  Estimated Accuracy
 MK0584;SPC NE       -   185,610.      792,690.      MT  (+/- 180 meters Scaled)
 MK0584
 MK0584                          SUPERSEDED SURVEY CONTROL
 MK0584
 MK0584  NGVD 29 (??/??/92)  362.752  (m)         1190.13   (f) ADJ UNCH    2 0
 MK0584
 MK0584.Superseded values are not recommended for survey control.
 MK0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0584.See file dsdata.txt to determine how the superseded data were derived.
 MK0584
 MK0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL092919(NAD 83)
 MK0584_MARKER: DB = BENCH MARK DISK
 MK0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0584_STAMPING: S 259 1947
 MK0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0584+STABILITY: SURFACE MOTION
 MK0584
 MK0584  HISTORY     - Date     Condition        Report By
 MK0584  HISTORY     - 1947     MONUMENTED       CGS
 MK0584  HISTORY     - 1983     MARK NOT FOUND   NEDR
 MK0584
 MK0584                          STATION DESCRIPTION
 MK0584
 MK0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MK0584'AT FREMONT.
 MK0584'AT FREMONT, 1.15 MILE NORTH ALONG U.S. HIGHWAY NO. 77 AND ONE
 MK0584'BLOCK EAST ALONG U.S. HIGHWAY NO. 30 (23RD ST.) FROM THE POST
 MK0584'OFFICE, AT THE INTERSECTION OF NORTH MAIN STREET AND U.S.
 MK0584'HIGHWAY NO. 30, DIRECTLY ACROSS THE HIGHWAY FROM THE MASONIC
 MK0584'PARK AND AT THE MAIN (SOUTH) ENTRANCE TO THE MASONIC EASTERN
 MK0584'STAR HOME FOR CHILDREN, 58.0 FEET NORTH OF THE CENTER OF THE
 MK0584'HIGHWAY, 20.0 FEET WEST OF THE CENTER OF A PRIVATE DRIVE-WAY
 MK0584'LEADING NORTH TO THE CHILDRENS HOME, 7.2 FEET EAST OF THE EAST
 MK0584'EDGE OF A NORTH-SOUTH CONCRETE WALK, 1.7 FOOT SOUTH OF THE
 MK0584'CENTER OF THE SOUTH SIDE OF A LIME STONE ENTRANCE MONUMENT
 MK0584'ON THE WEST SIDE OF THE ENTRANCE DRIVEWAY AND WHICH IS INSCRIBED
 MK0584'WITH A FIVE POINTED STAR UNDER WHICH IS THE LETTERING, MASONIC
 MK0584'EASTERN STAR HOME FOR CHILDREN, SET IN A CONCRETE POST ABOUT
 MK0584'FLUSH WITH THE TOP OF THE GROUND.
 MK0584
 MK0584                          STATION RECOVERY (1983)
 MK0584
 MK0584'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1983
 MK0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0199 ***********************************************************************
 LJ0199  DESIGNATION -  S 26
 LJ0199  PID         -  LJ0199
 LJ0199  STATE/COUNTY-  NE/DUNDY
 LJ0199  USGS QUAD   -  MAX (1962)
 LJ0199
 LJ0199                         *CURRENT SURVEY CONTROL
 LJ0199  ___________________________________________________________________
 LJ0199* NAD 83(1986)-  40 06 42.     (N)    101 24 09.     (W)     SCALED    
 LJ0199* NAVD 88     -       882.761  (meters)    2896.19   (feet)  ADJUSTED  
 LJ0199  ___________________________________________________________________
 LJ0199  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 LJ0199  DYNAMIC HT  -         882.138 (meters)    2894.15  (feet)  COMP
 LJ0199  MODELED GRAV-     979,890.3   (mgal)                       NAVD 88
 LJ0199
 LJ0199  VERT ORDER  -  FIRST     CLASS II
 LJ0199
 LJ0199.The horizontal coordinates were scaled from a topographic map and have
 LJ0199.an estimated accuracy of +/- 6 seconds.
 LJ0199
 LJ0199.The orthometric height was determined by differential leveling
 LJ0199.and adjusted by the National Geodetic Survey in June 1991..
 LJ0199
 LJ0199.The geoid height was determined by GEOID03.
 LJ0199
 LJ0199.The dynamic height is computed by dividing the NAVD 88
 LJ0199.geopotential number by the normal gravity value computed on the
 LJ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0199.degrees latitude (g = 980.6199 gals.).
 LJ0199
 LJ0199.The modeled gravity was interpolated from observed gravity values.
 LJ0199
 LJ0199;                    North         East    Units  Estimated Accuracy
 LJ0199;SPC NE       -    31,880.      380,440.      MT  (+/- 180 meters Scaled)
 LJ0199
 LJ0199                          SUPERSEDED SURVEY CONTROL
 LJ0199
 LJ0199  NGVD 29 (??/??/92)  882.415  (m)         2895.06   (f) ADJ UNCH    1 2
 LJ0199
 LJ0199.Superseded values are not recommended for survey control.
 LJ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0199.See file dsdata.txt to determine how the superseded data were derived.
 LJ0199
 LJ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK952429(NAD 83)
 LJ0199_MARKER: DB = BENCH MARK DISK
 LJ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0199_STAMPING: 2895.057 S 26 1933
 LJ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0199+STABILITY: SURFACE MOTION
 LJ0199
 LJ0199  HISTORY     - Date     Condition        Report By
 LJ0199  HISTORY     - 1933     MONUMENTED       CGS
 LJ0199  HISTORY     - 1941     GOOD             NGS
 LJ0199  HISTORY     - 1977     GOOD             NGS
 LJ0199
 LJ0199                          STATION DESCRIPTION
 LJ0199
 LJ0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LJ0199'AT MAX.
 LJ0199'AT MAX, DUNDY COUNTY, ABOUT 112 YARDS WEST OF THE WEST SIDE OF
 LJ0199'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 47.8 FEET
 LJ0199'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 18 FEET WEST OF A
 LJ0199'FENCE CORNER.  A STANDARD DISK, STAMPED S 26 1933 AND SET IN
 LJ0199'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LJ0199'NOW STAMPED 2895.057 S 26 1933.
 LJ0199
 LJ0199                          STATION RECOVERY (1977)
 LJ0199
 LJ0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LJ0199'FROM CROSS STREET AT THE WEST SIDE OF THE GRAIN ELEVATOR IN MAX, GO
 LJ0199'SOUTH ACROSS RAILROAD TRACK, THENCE WEST ABOUT 0.05 MILE TO THE BENCH
 LJ0199'MARK ON THE LEFT, 47.8 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 LJ0199'TRACK, 18 FEET WEST-NORTHWEST OF A CONCRETE CORNER FENCE POST AND 3
 LJ0199'FEET NORTH OF A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0761 ***********************************************************************
 LF0761  DESIGNATION -  S 260
 LF0761  PID         -  LF0761
 LF0761  STATE/COUNTY-  NE/NEMAHA
 LF0761  USGS QUAD   -  NEMAHA (1966)
 LF0761
 LF0761                         *CURRENT SURVEY CONTROL
 LF0761  ___________________________________________________________________
 LF0761* NAD 83(1986)-  40 16 31.     (N)    095 40 18.     (W)     SCALED    
 LF0761* NAVD 88     -       318.998  (meters)    1046.58   (feet)  ADJUSTED  
 LF0761  ___________________________________________________________________
 LF0761  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LF0761  DYNAMIC HT  -         318.825 (meters)    1046.01  (feet)  COMP
 LF0761  MODELED GRAV-     980,074.4   (mgal)                       NAVD 88
 LF0761
 LF0761  VERT ORDER  -  SECOND    CLASS 0
 LF0761
 LF0761.The horizontal coordinates were scaled from a topographic map and have
 LF0761.an estimated accuracy of +/- 6 seconds.
 LF0761
 LF0761.The orthometric height was determined by differential leveling
 LF0761.and adjusted by the National Geodetic Survey in June 1991..
 LF0761
 LF0761.The geoid height was determined by GEOID03.
 LF0761
 LF0761.The dynamic height is computed by dividing the NAVD 88
 LF0761.geopotential number by the normal gravity value computed on the
 LF0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0761.degrees latitude (g = 980.6199 gals.).
 LF0761
 LF0761.The modeled gravity was interpolated from observed gravity values.
 LF0761
 LF0761;                    North         East    Units  Estimated Accuracy
 LF0761;SPC NE       -    58,280.      867,930.      MT  (+/- 180 meters Scaled)
 LF0761
 LF0761                          SUPERSEDED SURVEY CONTROL
 LF0761
 LF0761  NGVD 29 (??/??/92)  318.922  (m)         1046.33   (f) ADJ UNCH    2 0
 LF0761
 LF0761.Superseded values are not recommended for survey control.
 LF0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0761.See file dsdata.txt to determine how the superseded data were derived.
 LF0761
 LF0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE728617(NAD 83)
 LF0761_MARKER: DB = BENCH MARK DISK
 LF0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0761_STAMPING: S 260 1947
 LF0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0761+STABILITY: SURFACE MOTION
 LF0761
 LF0761  HISTORY     - Date     Condition        Report By
 LF0761  HISTORY     - 1947     MONUMENTED       CGS
 LF0761  HISTORY     - 1965     GOOD             NGS
 LF0761
 LF0761                          STATION DESCRIPTION
 LF0761
 LF0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0761'4.6 MI S FROM NEMAHA.
 LF0761'4.55 MILES SOUTH ALONG STATE HIGHWAY NO. 67 FROM THE POST OFFICE
 LF0761'AT NEMAHA, ON THE SOUTH SLOPE OF A HILL, 468.0 FEET SOUTH OF THE
 LF0761'CENTER OF AN EAST-WEST CROSS ROAD, 62.5 FEET NORTH OF A POWER LINE
 LF0761'POLE, 35.0 FEET WEST OF THE CENTER OF THE HIGHWAY, 1.8 FOOT
 LF0761'NORTH OF A REFERENCE POST, 0.7 FOOT EAST OF THE WEST RIGHT OF
 LF0761'WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATIONAS
 LF0761'THE HIGHWAY AND PROJECTING 0.2 FOOT.  NOTE-- THIS BENCH MARK
 LF0761'IS ALSO 0.4 MILE SOUTH ALONG MAIN STREET, 0.6 MILE EAST ALONG
 LF0761'STATE HIGHWAY NO. 62 AND 2.9 MILES NORTH ALONG STATE HIGHWAY
 LF0761'NO. 67 FROM THE SCHOOL AT SHUBERT, RICHARDSON COUNTY.
 LF0761
 LF0761                          STATION RECOVERY (1965)
 LF0761
 LF0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LF0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0858 ***********************************************************************
 NM0858  DESIGNATION -  S 261
 NM0858  PID         -  NM0858
 NM0858  STATE/COUNTY-  NE/DIXON
 NM0858  USGS QUAD   -  PONCA (1994)
 NM0858
 NM0858                         *CURRENT SURVEY CONTROL
 NM0858  ___________________________________________________________________
 NM0858* NAD 83(1986)-  42 31 50.     (N)    096 41 42.     (W)     SCALED    
 NM0858* NAVD 88     -       364.796  (meters)    1196.83   (feet)  ADJUSTED  
 NM0858  ___________________________________________________________________
 NM0858  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 NM0858  DYNAMIC HT  -         364.680 (meters)    1196.45  (feet)  COMP
 NM0858  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 NM0858
 NM0858  VERT ORDER  -  SECOND    CLASS 0
 NM0858
 NM0858.The horizontal coordinates were scaled from a topographic map and have
 NM0858.an estimated accuracy of +/- 6 seconds.
 NM0858
 NM0858.The orthometric height was determined by differential leveling
 NM0858.and adjusted by the National Geodetic Survey in June 1991..
 NM0858
 NM0858.The geoid height was determined by GEOID03.
 NM0858
 NM0858.The dynamic height is computed by dividing the NAVD 88
 NM0858.geopotential number by the normal gravity value computed on the
 NM0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0858.degrees latitude (g = 980.6199 gals.).
 NM0858
 NM0858.The modeled gravity was interpolated from observed gravity values.
 NM0858
 NM0858;                    North         East    Units  Estimated Accuracy
 NM0858;SPC NE       -   304,670.      771,420.      MT  (+/- 180 meters Scaled)
 NM0858
 NM0858                          SUPERSEDED SURVEY CONTROL
 NM0858
 NM0858  NGVD 29 (??/??/92)  364.620  (m)         1196.26   (f) ADJ UNCH    2 0
 NM0858
 NM0858.Superseded values are not recommended for survey control.
 NM0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0858.See file dsdata.txt to determine how the superseded data were derived.
 NM0858
 NM0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN893112(NAD 83)
 NM0858_MARKER: DB = BENCH MARK DISK
 NM0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0858_STAMPING: S 261 1948
 NM0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0858+STABILITY: SURFACE MOTION
 NM0858
 NM0858  HISTORY     - Date     Condition        Report By
 NM0858  HISTORY     - 1948     MONUMENTED       CGS
 NM0858  HISTORY     - 1962     MARK NOT FOUND   USGS
 NM0858
 NM0858                          STATION DESCRIPTION
 NM0858
 NM0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0858'2.2 MI SE FROM PONCA.
 NM0858'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 12 FROM THE CONCRETE
 NM0858'BRIDGE OVER AOWA CREEK AT PONCA, ON THE OUTSIDE OF A CURVE WITH
 NM0858'TANGENTS LEADING SOUTH-SOUTHEAST AND WEST-NORTHWEST, 86.0 FEET
 NM0858'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 350.0 FEET
 NM0858'EAST-SOUTHEAST OF A CONCRETE BRIDGE, 2.6 FEET WEST-SOUTHWEST OF
 NM0858'A FENCE, 1.8 FEET NORTH-NORTHWEST OF A REFERENCE POST, SET IN THE
 NM0858'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 NM0858
 NM0858                          STATION RECOVERY (1962)
 NM0858
 NM0858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NM0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0218 ***********************************************************************
 NM0218  DESIGNATION -  S 262
 NM0218  PID         -  NM0218
 NM0218  STATE/COUNTY-  NE/DAKOTA
 NM0218  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 NM0218
 NM0218                         *CURRENT SURVEY CONTROL
 NM0218  ___________________________________________________________________
 NM0218* NAD 83(1986)-  42 28 41.     (N)    096 25 41.     (W)     SCALED    
 NM0218* NAVD 88     -       333.283  (meters)    1093.45   (feet)  ADJUSTED  
 NM0218  ___________________________________________________________________
 NM0218  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 NM0218  DYNAMIC HT  -         333.178 (meters)    1093.10  (feet)  COMP
 NM0218  MODELED GRAV-     980,295.7   (mgal)                       NAVD 88
 NM0218
 NM0218  VERT ORDER  -  SECOND    CLASS 0
 NM0218
 NM0218.The horizontal coordinates were scaled from a topographic map and have
 NM0218.an estimated accuracy of +/- 6 seconds.
 NM0218
 NM0218.The orthometric height was determined by differential leveling
 NM0218.and adjusted by the National Geodetic Survey in June 1991..
 NM0218
 NM0218.The geoid height was determined by GEOID03.
 NM0218
 NM0218.The dynamic height is computed by dividing the NAVD 88
 NM0218.geopotential number by the normal gravity value computed on the
 NM0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0218.degrees latitude (g = 980.6199 gals.).
 NM0218
 NM0218.The modeled gravity was interpolated from observed gravity values.
 NM0218
 NM0218;                    North         East    Units  Estimated Accuracy
 NM0218;SPC NE       -   299,710.      793,570.      MT  (+/- 180 meters Scaled)
 NM0218
 NM0218                          SUPERSEDED SURVEY CONTROL
 NM0218
 NM0218  NGVD 29 (??/??/92)  333.120  (m)         1092.91   (f) ADJ UNCH    2 0
 NM0218
 NM0218.Superseded values are not recommended for survey control.
 NM0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0218.See file dsdata.txt to determine how the superseded data were derived.
 NM0218
 NM0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN114060(NAD 83)
 NM0218_MARKER: DB = BENCH MARK DISK
 NM0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0218_STAMPING: S 262 1948
 NM0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0218+STABILITY: SURFACE MOTION
 NM0218
 NM0218  HISTORY     - Date     Condition        Report By
 NM0218  HISTORY     - 1948     MONUMENTED       CGS
 NM0218  HISTORY     - 19920629 MARK NOT FOUND   NEDR
 NM0218
 NM0218                          STATION DESCRIPTION
 NM0218
 NM0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NM0218'1.6 MI NW FROM SOUTH SIOUX CITY.
 NM0218'0.7 MILE NORTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST OFFICE
 NM0218'AT SOUTH SIOUX CITY, THENCE 0.5 MILE WEST ALONG A PAVED STREET,
 NM0218'THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.2 MILE WEST
 NM0218'ALONG A GRAVEL ROAD, ON THE INSIDE OF A LONG CURVE WITH TANGENTS
 NM0218'LEADING EAST AND SOUTHWEST, ABOUT 125.0 FEET NORTH-NORTHEAST OF A
 NM0218'SMALL BRIDGE, 29.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 NM0218'17.0 FEET SOUTH OF A POINT IN LINE WITH A ROW OF TREES, 18.4 FEET
 NM0218'NORTHEAST OF A 3-WAY CORNER FENCE POST, 1.0 FOOT NORTHWEST OF A
 NM0218'FENCE, 1.7 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 NM0218'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NM0218
 NM0218                          STATION RECOVERY (1992)
 NM0218
 NM0218'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (WH)
 NM0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA7418 ***********************************************************************
 AA7418  DESIGNATION -  S 262 RESET
 AA7418  PID         -  AA7418
 AA7418  STATE/COUNTY-  NE/DAKOTA
 AA7418  USGS QUAD   -  SIOUX CITY SOUTH (1993)
 AA7418
 AA7418                         *CURRENT SURVEY CONTROL
 AA7418  ___________________________________________________________________
 AA7418* NAD 83(1986)-  42 28 41.     (N)    096 25 41.     (W)     SCALED    
 AA7418* NAVD 88     -       333.15   (+/-2cm)    1093.0    (feet)  VERTCON   
 AA7418  ___________________________________________________________________
 AA7418  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AA7418
 AA7418  VERT ORDER  -  THIRD (See Below)
 AA7418
 AA7418.The horizontal coordinates were scaled from a topographic map and have
 AA7418.an estimated accuracy of +/- 6 seconds.
 AA7418
 AA7418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7418.The vertical order pertains to the NGVD 29 superseded value.
 AA7418
 AA7418.The geoid height was determined by GEOID03.
 AA7418
 AA7418;                    North         East    Units  Estimated Accuracy
 AA7418;SPC NE       -   299,710.      793,570.      MT  (+/- 180 meters Scaled)
 AA7418
 AA7418                          SUPERSEDED SURVEY CONTROL
 AA7418
 AA7418  NGVD 29 (08/02/06)  332.98   (m)         1092.5    (f) RESET       3  
 AA7418
 AA7418.Superseded values are not recommended for survey control.
 AA7418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7418.See file dsdata.txt to determine how the superseded data were derived.
 AA7418
 AA7418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQN114060(NAD 83)
 AA7418_MARKER: DB = BENCH MARK DISK
 AA7418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7418_STAMPING: S 262 1948 RESET
 AA7418_MARK LOGO: CGS   
 AA7418_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7418+STABILITY: SURFACE MOTION
 AA7418
 AA7418  HISTORY     - Date     Condition        Report By
 AA7418  HISTORY     - 1948     MONUMENTED       CGS
 AA7418
 AA7418                          STATION DESCRIPTION
 AA7418
 AA7418'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 AA7418'TO REACH THE MARK FROM THE POST OFFICE AT THE INTERSECTION OF 23RD
 AA7418'STREET AND 2ND AVENUE, IN SOUTH SIOUX CITY, GO EAST ON 23RD STREET FOR
 AA7418'0.1 MI (0.2 KM) TO DAKOTA AVENUE.  TURN LEFT AND GO NORTH ON DAKOTA
 AA7418'AVENUE FOR 0.85 MI (1.37 KM) TO 9TH STREET.  TURN LEFT AND GO WEST ON
 AA7418'9TH STREET FOR 0.05 MI (0.08 KM) TO 1ST AVENUE.  TURN RIGHT, THEN
 AA7418'LEFT, AND CONTINUE WEST ON 9TH STREET FOR 0.5 MI (0.8 KM) TO A
 AA7418'GRAVELED SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.2 MI
 AA7418'(0.3 KM) TO A PAVED ROAD WEST.  TURN RIGHT AND GO WEST FOR 0.2 MI (0.3
 AA7418'KM) TO THE MARK ON THE LEFT. THE DISK IS SET INTO THE TOP OF A ROUND
 AA7418'CONCRETE POST THAT PROJECTS 0.3 FT (9.1 CM) ABOVE THE GROUND.  IT IS
 AA7418'194 FT (59.1 M) WEST OF A UTILITY POLE, 127 FT (38.7 M) EAST OF A
 AA7418'UTILITY POLE, 212 FT (64.6 M) EAST OF THE INTERSECTION OF THE ROAD AND
 AA7418'A NORTH-SOUTH CANAL, 40 FT (12.2 M) SOUTH OF THE CENTERLINE OF THE
 AA7418'ROAD, 11 FT (3.4 M) SOUTH OF THE EAST-WEST FENCE AND 1.7 FT (0.5 M)
 AA7418'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0619 ***********************************************************************
 LF0619  DESIGNATION -  S 266
 LF0619  PID         -  LF0619
 LF0619  STATE/COUNTY-  NE/RICHARDSON
 LF0619  USGS QUAD   -  BARADA (1966)
 LF0619
 LF0619                         *CURRENT SURVEY CONTROL
 LF0619  ___________________________________________________________________
 LF0619* NAD 83(1986)-  40 12 28.     (N)    095 30 08.     (W)     SCALED    
 LF0619* NAVD 88     -       275.511  (meters)     903.91   (feet)  ADJUSTED  
 LF0619  ___________________________________________________________________
 LF0619  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LF0619  DYNAMIC HT  -         275.360 (meters)     903.41  (feet)  COMP
 LF0619  MODELED GRAV-     980,071.9   (mgal)                       NAVD 88
 LF0619
 LF0619  VERT ORDER  -  SECOND    CLASS 0
 LF0619
 LF0619.The horizontal coordinates were scaled from a topographic map and have
 LF0619.an estimated accuracy of +/- 6 seconds.
 LF0619
 LF0619.The orthometric height was determined by differential leveling
 LF0619.and adjusted by the National Geodetic Survey in June 1991..
 LF0619
 LF0619.The geoid height was determined by GEOID03.
 LF0619
 LF0619.The dynamic height is computed by dividing the NAVD 88
 LF0619.geopotential number by the normal gravity value computed on the
 LF0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0619.degrees latitude (g = 980.6199 gals.).
 LF0619
 LF0619.The modeled gravity was interpolated from observed gravity values.
 LF0619
 LF0619;                    North         East    Units  Estimated Accuracy
 LF0619;SPC NE       -    51,530.      882,710.      MT  (+/- 180 meters Scaled)
 LF0619
 LF0619                          SUPERSEDED SURVEY CONTROL
 LF0619
 LF0619  NGVD 29 (??/??/92)  275.441  (m)          903.68   (f) ADJ UNCH    2 0
 LF0619
 LF0619.Superseded values are not recommended for survey control.
 LF0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0619.See file dsdata.txt to determine how the superseded data were derived.
 LF0619
 LF0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE870538(NAD 83)
 LF0619_MARKER: DB = BENCH MARK DISK
 LF0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF0619_STAMPING: S 266 1947
 LF0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF0619+STABILITY: SURFACE MOTION
 LF0619
 LF0619  HISTORY     - Date     Condition        Report By
 LF0619  HISTORY     - 1947     MONUMENTED       CGS
 LF0619
 LF0619                          STATION DESCRIPTION
 LF0619
 LF0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0619'8.3 MI E FROM BARADA.
 LF0619'1.0 MILE NORTH AND 3.6 MILES EAST ALONG DIRT ROADS FROM THE
 LF0619'SCHOOL AT BARADA, THENCE 0.8 MILE EAST DOWN A STEEL HILL ROAD AND
 LF0619'2.9 MILES SOUTHEAST, SOUTH AND SOUTHWEST ALONG A COUNTY ROAD, AT
 LF0619'THE GOUCHER SCHOOL, 254.0 FEET SOUTH OF THE NORTH END OF AND
 LF0619'105.0 FEET NORTH OF THE SOUTH END OF A DOUBLE TURN IN THE ROAD,
 LF0619'59.0 FEET EAST OF THE CENTER OF THE ROAD, 1.8 FOOT WEST OF THE
 LF0619'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE SCHOOL
 LF0619'BUILDING, SET IN A CONCRETE POST ABOUT 6 FEET ABOVE THE ROAD AND
 LF0619'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF0652 ***********************************************************************
 LF0652  DESIGNATION -  S 267
 LF0652  PID         -  LF0652
 LF0652  STATE/COUNTY-  NE/RICHARDSON
 LF0652  USGS QUAD   -  BARADA (1966)
 LF0652
 LF0652                         *CURRENT SURVEY CONTROL
 LF0652  ___________________________________________________________________
 LF0652* NAD 83(1986)-  40 08 43.     (N)    095 36 54.     (W)     SCALED    
 LF0652* NAVD 88     -       318.561  (meters)    1045.15   (feet)  ADJUSTED  
 LF0652  ___________________________________________________________________
 LF0652  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LF0652  DYNAMIC HT  -         318.385 (meters)    1044.57  (feet)  COMP
 LF0652  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 LF0652
 LF0652  VERT ORDER  -  SECOND    CLASS 0
 LF0652
 LF0652.The horizontal coordinates were scaled from a topographic map and have
 LF0652.an estimated accuracy of +/- 6 seconds.
 LF0652
 LF0652.The orthometric height was determined by differential leveling
 LF0652.and adjusted by the National Geodetic Survey in June 1991..
 LF0652
 LF0652.The geoid height was determined by GEOID03.
 LF0652
 LF0652.The dynamic height is computed by dividing the NAVD 88
 LF0652.geopotential number by the normal gravity value computed on the
 LF0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF0652.degrees latitude (g = 980.6199 gals.).
 LF0652
 LF0652.The modeled gravity was interpolated from observed gravity values.
 LF0652
 LF0652;                    North         East    Units  Estimated Accuracy
 LF0652;SPC NE       -    44,110.      873,470.      MT  (+/- 180 meters Scaled)
 LF0652
 LF0652                          SUPERSEDED SURVEY CONTROL
 LF0652
 LF0652  NGVD 29 (??/??/92)  318.493  (m)         1044.92   (f) ADJ UNCH    2 0
 LF0652
 LF0652.Superseded values are not recommended for survey control.
 LF0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF0652.See file dsdata.txt to determine how the superseded data were derived.
 LF0652
 LF0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE772471(NAD 83)
 LF0652_MARKER: DB = BENCH MARK DISK
 LF0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LF0652_SP_SET: BUILDING
 LF0652_STAMPING: S 267 1947
 LF0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LF0652
 LF0652  HISTORY     - Date     Condition        Report By
 LF0652  HISTORY     - 1947     MONUMENTED       CGS
 LF0652  HISTORY     - 1974     GOOD             NGS
 LF0652  HISTORY     - 1980     GOOD             LOCSUR
 LF0652
 LF0652                          STATION DESCRIPTION
 LF0652
 LF0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LF0652'5.1 MI E FROM VERDON.
 LF0652'5.1 MILES EAST ALONG U.S. HIGHWAY NO. 73 FROM THE MISSOURI
 LF0652'PACIFIC RAILROAD STATION AT VERDON, IN THE SOUTHEAST ANGLE OF
 LF0652'A CROSS ROAD AND AT THE NORTHWEST CORNER OF A LARGE BRICK
 LF0652'LUTHERAN CHURCH, SET VERTICALLY IN THE WEST FACE OF A 13-INCH
 LF0652'SQUARE SECTION OF LIME STONE WHICH IS INSCRIBED 1916 ON THE
 LF0652'NORTH END.
 LF0652
 LF0652                          STATION RECOVERY (1974)
 LF0652
 LF0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LF0652'RECOVERED IN GOOD CONDITION.
 LF0652
 LF0652                          STATION RECOVERY (1980)
 LF0652
 LF0652'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LF0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0219 ***********************************************************************
 LH0219  DESIGNATION -  S 268
 LH0219  PID         -  LH0219
 LH0219  STATE/COUNTY-  NE/NUCKOLLS
 LH0219  USGS QUAD   -  BOSTWICK (1974)
 LH0219
 LH0219                         *CURRENT SURVEY CONTROL
 LH0219  ___________________________________________________________________
 LH0219* NAD 83(1986)-  40 03 41.     (N)    098 14 20.     (W)     SCALED    
 LH0219* NAVD 88     -       491.493  (meters)    1612.51   (feet)  ADJUSTED  
 LH0219  ___________________________________________________________________
 LH0219  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 LH0219  DYNAMIC HT  -         491.204 (meters)    1611.56  (feet)  COMP
 LH0219  MODELED GRAV-     980,022.1   (mgal)                       NAVD 88
 LH0219
 LH0219  VERT ORDER  -  FIRST     CLASS II
 LH0219
 LH0219.The horizontal coordinates were scaled from a topographic map and have
 LH0219.an estimated accuracy of +/- 6 seconds.
 LH0219
 LH0219.The orthometric height was determined by differential leveling
 LH0219.and adjusted by the National Geodetic Survey in June 1991..
 LH0219
 LH0219.The geoid height was determined by GEOID03.
 LH0219
 LH0219.The dynamic height is computed by dividing the NAVD 88
 LH0219.geopotential number by the normal gravity value computed on the
 LH0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0219.degrees latitude (g = 980.6199 gals.).
 LH0219
 LH0219.The modeled gravity was interpolated from observed gravity values.
 LH0219
 LH0219;                    North         East    Units  Estimated Accuracy
 LH0219;SPC NE       -    26,850.      650,240.      MT  (+/- 180 meters Scaled)
 LH0219
 LH0219                          SUPERSEDED SURVEY CONTROL
 LH0219
 LH0219  NGVD 29 (??/??/92)  491.302  (m)         1611.88   (f) ADJ UNCH    1 2
 LH0219
 LH0219.Superseded values are not recommended for survey control.
 LH0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0219.See file dsdata.txt to determine how the superseded data were derived.
 LH0219
 LH0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK649348(NAD 83)
 LH0219_MARKER: DB = BENCH MARK DISK
 LH0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0219_SP_SET: PIER
 LH0219_STAMPING: S 268 1947
 LH0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0219
 LH0219  HISTORY     - Date     Condition        Report By
 LH0219  HISTORY     - 1947     MONUMENTED       CGS
 LH0219
 LH0219                          STATION DESCRIPTION
 LH0219
 LH0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0219'3 MI W FROM BOSTWICK.
 LH0219'3.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LH0219'FROM THE STATION AT BOSTWICK, AT THE WEST END OF STEEL BRIDGE
 LH0219'NO. 180.01, 7.8 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 LH0219'3.0 FEET BELOW THE BASE OF THE RAILS, SET IN THE TOP OF AND
 LH0219'1.0 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE SOUTH END
 LH0219'OF THE CONCRETE PIER AT THE WEST END OF THE STEEL PLATE SECTION
 LH0219'OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0071 ***********************************************************************
 LH0071  DESIGNATION -  S 269
 LH0071  PID         -  LH0071
 LH0071  STATE/COUNTY-  NE/HALL
 LH0071  USGS QUAD   -  GRAND ISLAND (1993)
 LH0071
 LH0071                         *CURRENT SURVEY CONTROL
 LH0071  ___________________________________________________________________
 LH0071* NAD 83(1986)-  40 54 56.     (N)    098 21 56.     (W)     SCALED    
 LH0071* NAVD 88     -       571.967  (meters)    1876.53   (feet)  ADJUSTED  
 LH0071  ___________________________________________________________________
 LH0071  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 LH0071  DYNAMIC HT  -         571.666 (meters)    1875.54  (feet)  COMP
 LH0071  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 LH0071
 LH0071  VERT ORDER  -  FIRST     CLASS II
 LH0071
 LH0071.The horizontal coordinates were scaled from a topographic map and have
 LH0071.an estimated accuracy of +/- 6 seconds.
 LH0071
 LH0071.The orthometric height was determined by differential leveling
 LH0071.and adjusted by the National Geodetic Survey in June 1991..
 LH0071
 LH0071.The geoid height was determined by GEOID03.
 LH0071
 LH0071.The dynamic height is computed by dividing the NAVD 88
 LH0071.geopotential number by the normal gravity value computed on the
 LH0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0071.degrees latitude (g = 980.6199 gals.).
 LH0071
 LH0071.The modeled gravity was interpolated from observed gravity values.
 LH0071
 LH0071;                    North         East    Units  Estimated Accuracy
 LH0071;SPC NE       -   121,460.      637,640.      MT  (+/- 180 meters Scaled)
 LH0071
 LH0071                          SUPERSEDED SURVEY CONTROL
 LH0071
 LH0071  NGVD 29 (??/??/92)  571.719  (m)         1875.71   (f) ADJ UNCH    1 2
 LH0071
 LH0071.Superseded values are not recommended for survey control.
 LH0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0071.See file dsdata.txt to determine how the superseded data were derived.
 LH0071
 LH0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL534295(NAD 83)
 LH0071_MARKER: DB = BENCH MARK DISK
 LH0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0071_SP_SET: OVERPASS
 LH0071_STAMPING: S 269 1947
 LH0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0071
 LH0071  HISTORY     - Date     Condition        Report By
 LH0071  HISTORY     - 1947     MONUMENTED       CGS
 LH0071  HISTORY     - 1949     GOOD             NGS
 LH0071  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LH0071
 LH0071                          STATION DESCRIPTION
 LH0071
 LH0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LH0071'1.4 MI SW FROM GRAND ISLAND.
 LH0071'1.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 LH0071'STATION AT GRAND ISLAND, AT U.S. HIGHWAY 30 OVERPASS, 85.6 FEET
 LH0071'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, SET
 LH0071'IN THE NORTHWEST FACE OF THE CENTER SUPPORT OF THE SECOND X
 LH0071'BRACED CONCRETE UPRIGHT SUPPORT FROM THE SOUTHEAST END OF THE
 LH0071'OVERPASS, SET VERTICALLY 4.2 FEET ABOVE THE SURFACE OF THE
 LH0071'GROUND.
 LH0071
 LH0071                          STATION RECOVERY (1949)
 LH0071
 LH0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 LH0071'RECOVERED IN GOOD CONDITION.
 LH0071
 LH0071                          STATION RECOVERY (1990)
 LH0071
 LH0071'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 LH0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1477 ***********************************************************************
 LH1477  DESIGNATION -  S 269 RESET
 LH1477  PID         -  LH1477
 LH1477  STATE/COUNTY-  NE/HALL
 LH1477  USGS QUAD   -  GRAND ISLAND (1993)
 LH1477
 LH1477                         *CURRENT SURVEY CONTROL
 LH1477  ___________________________________________________________________
 LH1477* NAD 83(1986)-  40 54 56.     (N)    098 21 58.     (W)     SCALED    
 LH1477* NAVD 88     -       576.664  (meters)    1891.94   (feet)  ADJUSTED  
 LH1477  ___________________________________________________________________
 LH1477  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 LH1477  DYNAMIC HT  -         576.360 (meters)    1890.94  (feet)  COMP
 LH1477  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 LH1477
 LH1477  VERT ORDER  -  FIRST     CLASS II
 LH1477
 LH1477.The horizontal coordinates were scaled from a topographic map and have
 LH1477.an estimated accuracy of +/- 6 seconds.
 LH1477
 LH1477.The orthometric height was determined by differential leveling
 LH1477.and adjusted by the National Geodetic Survey in May 1993..
 LH1477
 LH1477.The geoid height was determined by GEOID03.
 LH1477
 LH1477.The dynamic height is computed by dividing the NAVD 88
 LH1477.geopotential number by the normal gravity value computed on the
 LH1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1477.degrees latitude (g = 980.6199 gals.).
 LH1477
 LH1477.The modeled gravity was interpolated from observed gravity values.
 LH1477
 LH1477;                    North         East    Units  Estimated Accuracy
 LH1477;SPC NE       -   121,460.      637,600.      MT  (+/- 180 meters Scaled)
 LH1477
 LH1477                          SUPERSEDED SURVEY CONTROL
 LH1477
 LH1477  NGVD 29 (02/14/92)  576.418  (m)         1891.13   (f) ADJUSTED    1 2
 LH1477
 LH1477.Superseded values are not recommended for survey control.
 LH1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1477.See file dsdata.txt to determine how the superseded data were derived.
 LH1477
 LH1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL533295(NAD 83)
 LH1477_MARKER: DV = VERTICAL CONTROL DISK
 LH1477_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LH1477_SP_SET: WINGWALL
 LH1477_STAMPING: S 269 RESET 1985
 LH1477_MARK LOGO: NGS   
 LH1477_MAGNETIC: N = NO MAGNETIC MATERIAL
 LH1477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1477+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 LH1477
 LH1477  HISTORY     - Date     Condition        Report By
 LH1477  HISTORY     - 1985     MONUMENTED       NGS
 LH1477  HISTORY     - 19911008 GOOD             NGS
 LH1477
 LH1477                          STATION DESCRIPTION
 LH1477
 LH1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1477'IN GRAND ISLAND, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND WEST 3RD
 LH1477'STREET, IN TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH END OF THE
 LH1477'WEST CONCRETE WINGWALL OF THE HIGHWAY BRIDGE SPANNING THE STREET AND
 LH1477'THE UNION PACIFIC RAILROAD, 33.5 M (109.9 FT) SOUTH OF THE CENTER OF
 LH1477'THE STREET, 4.9 M (16.1 FT) SOUTHWEST OF AND LEVEL WITH THE
 LH1477'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 LH1477'EAST OF THE WEST FACE OF THE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1423 ***********************************************************************
 NM1423  DESIGNATION -  S 270
 NM1423  PID         -  NM1423
 NM1423  STATE/COUNTY-  NE/KNOX
 NM1423  USGS QUAD   -  TABOR SE (1968)
 NM1423
 NM1423                         *CURRENT SURVEY CONTROL
 NM1423  ___________________________________________________________________
 NM1423* NAD 83(1986)-  42 50 00.     (N)    097 34 25.     (W)     SCALED    
 NM1423* NAVD 88     -       376.751  (meters)    1236.06   (feet)  ADJUSTED  
 NM1423  ___________________________________________________________________
 NM1423  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 NM1423  DYNAMIC HT  -         376.635 (meters)    1235.68  (feet)  COMP
 NM1423  MODELED GRAV-     980,301.0   (mgal)                       NAVD 88
 NM1423
 NM1423  VERT ORDER  -  SECOND    CLASS 0
 NM1423
 NM1423.The horizontal coordinates were scaled from a topographic map and have
 NM1423.an estimated accuracy of +/- 6 seconds.
 NM1423
 NM1423.The orthometric height was determined by differential leveling
 NM1423.and adjusted by the National Geodetic Survey in June 1991..
 NM1423
 NM1423.The geoid height was determined by GEOID03.
 NM1423
 NM1423.The dynamic height is computed by dividing the NAVD 88
 NM1423.geopotential number by the normal gravity value computed on the
 NM1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1423.degrees latitude (g = 980.6199 gals.).
 NM1423
 NM1423.The modeled gravity was interpolated from observed gravity values.
 NM1423
 NM1423;                    North         East    Units  Estimated Accuracy
 NM1423;SPC NE       -   335,890.      698,340.      MT  (+/- 180 meters Scaled)
 NM1423
 NM1423                          SUPERSEDED SURVEY CONTROL
 NM1423
 NM1423  NGVD 29 (??/??/92)  376.536  (m)         1235.35   (f) ADJ UNCH    2 0
 NM1423
 NM1423.Superseded values are not recommended for survey control.
 NM1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1423.See file dsdata.txt to determine how the superseded data were derived.
 NM1423
 NM1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN165432(NAD 83)
 NM1423_MARKER: DB = BENCH MARK DISK
 NM1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1423_STAMPING: S 270 1949
 NM1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1423+STABILITY: SURFACE MOTION
 NM1423
 NM1423  HISTORY     - Date     Condition        Report By
 NM1423  HISTORY     - 1949     MONUMENTED       CGS
 NM1423  HISTORY     - 1967     MARK NOT FOUND   USGS
 NM1423
 NM1423                          STATION DESCRIPTION
 NM1423
 NM1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1423'12.2 MI NW FROM CROFTON.
 NM1423'7.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 NM1423'STATE HIGHWAY 12 AT CROFTON, THENCE 1.0 MILE WEST AND 1.2 MILES
 NM1423'NORTHWEST ALONG A DIRT ROAD, THENCE 1.0 MILE WEST 0.2 MILE SOUTH
 NM1423'0.5 MILE WEST AND 0.3 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.7
 NM1423'MILE WEST AND 0.3 MILE SOUTH ALONG A DIRT ROAD, AT THE JUNCTION
 NM1423'OF A T-ROAD LEADING WEST, 35 FEET SOUTH OF THE CENTER LINE OF
 NM1423'THE ROAD LEADING WEST, 34 FEET WEST OF THE CENTER LINE OF THE
 NM1423'NORTH-SOUTH ROAD, 3.0 FEET SOUTH OF AND INSIDE A FENCE CORNER,
 NM1423'1.0 FOOT NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 NM1423'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NM1423
 NM1423                          STATION RECOVERY (1967)
 NM1423
 NM1423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NM1423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1393 ***********************************************************************
 NM1393  DESIGNATION -  S 271
 NM1393  PID         -  NM1393
 NM1393  STATE/COUNTY-  NE/KNOX
 NM1393  USGS QUAD   -  SANTEE (1978)
 NM1393
 NM1393                         *CURRENT SURVEY CONTROL
 NM1393  ___________________________________________________________________
 NM1393* NAD 83(1986)-  42 49 48.     (N)    097 50 15.     (W)     SCALED    
 NM1393* NAVD 88     -       428.591  (meters)    1406.14   (feet)  ADJUSTED  
 NM1393  ___________________________________________________________________
 NM1393  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 NM1393  DYNAMIC HT  -         428.446 (meters)    1405.66  (feet)  COMP
 NM1393  MODELED GRAV-     980,271.4   (mgal)                       NAVD 88
 NM1393
 NM1393  VERT ORDER  -  SECOND    CLASS 0
 NM1393
 NM1393.The horizontal coordinates were scaled from a topographic map and have
 NM1393.an estimated accuracy of +/- 6 seconds.
 NM1393
 NM1393.The orthometric height was determined by differential leveling
 NM1393.and adjusted by the National Geodetic Survey in June 1991..
 NM1393
 NM1393.The geoid height was determined by GEOID03.
 NM1393
 NM1393.The dynamic height is computed by dividing the NAVD 88
 NM1393.geopotential number by the normal gravity value computed on the
 NM1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1393.degrees latitude (g = 980.6199 gals.).
 NM1393
 NM1393.The modeled gravity was interpolated from observed gravity values.
 NM1393
 NM1393;                    North         East    Units  Estimated Accuracy
 NM1393;SPC NE       -   334,950.      676,790.      MT  (+/- 180 meters Scaled)
 NM1393
 NM1393                          SUPERSEDED SURVEY CONTROL
 NM1393
 NM1393  NGVD 29 (??/??/92)  428.364  (m)         1405.39   (f) ADJ UNCH    2 0
 NM1393
 NM1393.Superseded values are not recommended for survey control.
 NM1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1393.See file dsdata.txt to determine how the superseded data were derived.
 NM1393
 NM1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN950425(NAD 83)
 NM1393_MARKER: DB = BENCH MARK DISK
 NM1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1393_STAMPING: S 271 1949
 NM1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1393+STABILITY: SURFACE MOTION
 NM1393
 NM1393  HISTORY     - Date     Condition        Report By
 NM1393  HISTORY     - 1949     MONUMENTED       CGS
 NM1393
 NM1393                          STATION DESCRIPTION
 NM1393
 NM1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1393'1.4 MI NE FROM SANTEE.
 NM1393'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMINITY HALL
 NM1393'AT SANTEE, THENCE 0.75 MILE SOUTH ALONG A GRAVELED ROAD, AT THE
 NM1393'JUNCTION OF A DIRT ROAD LEADING SOUTH ALONG THE WEST SIDE OF A
 NM1393'NORTH-SOUTH FENCE LINE, 45 YARDS (PACED) SOUTHEAST OF A FENCE CORNER
 NM1393'WHICH IS AT THE SOUTHEAST CORNER OF A PASTURE, 45.8 FEET WEST
 NM1393'OF THE SOUTHWEST END OF A CONCRETE TILE CULVERT UNDER THE GRAVELED
 NM1393'ROAD, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD,
 NM1393'9 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 5.0 FEET NORTHWEST
 NM1393'OF A GATE POST, 1.8 FEET SOUTHEAST OF A REFERENCE POST, AND SET
 NM1393'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NM1393'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1049 ***********************************************************************
 NM1049  DESIGNATION -  S 272
 NM1049  PID         -  NM1049
 NM1049  STATE/COUNTY-  NE/CEDAR
 NM1049  USGS QUAD   -  ST HELENA (1994)
 NM1049
 NM1049                         *CURRENT SURVEY CONTROL
 NM1049  ___________________________________________________________________
 NM1049* NAD 83(1986)-  42 48 34.     (N)    097 14 55.     (W)     SCALED    
 NM1049* NAVD 88     -       378.872  (meters)    1243.02   (feet)  ADJUSTED  
 NM1049  ___________________________________________________________________
 NM1049  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NM1049  DYNAMIC HT  -         378.761 (meters)    1242.65  (feet)  COMP
 NM1049  MODELED GRAV-     980,318.3   (mgal)                       NAVD 88
 NM1049
 NM1049  VERT ORDER  -  SECOND    CLASS 0
 NM1049
 NM1049.The horizontal coordinates were scaled from a topographic map and have
 NM1049.an estimated accuracy of +/- 6 seconds.
 NM1049
 NM1049.The orthometric height was determined by differential leveling
 NM1049.and adjusted by the National Geodetic Survey in June 1991..
 NM1049
 NM1049.The geoid height was determined by GEOID03.
 NM1049
 NM1049.The dynamic height is computed by dividing the NAVD 88
 NM1049.geopotential number by the normal gravity value computed on the
 NM1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1049.degrees latitude (g = 980.6199 gals.).
 NM1049
 NM1049.The modeled gravity was interpolated from observed gravity values.
 NM1049
 NM1049;                    North         East    Units  Estimated Accuracy
 NM1049;SPC NE       -   334,030.      724,990.      MT  (+/- 180 meters Scaled)
 NM1049
 NM1049                          SUPERSEDED SURVEY CONTROL
 NM1049
 NM1049  NGVD 29 (??/??/92)  378.668  (m)         1242.35   (f) ADJ UNCH    2 0
 NM1049
 NM1049.Superseded values are not recommended for survey control.
 NM1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1049.See file dsdata.txt to determine how the superseded data were derived.
 NM1049
 NM1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN431411(NAD 83)
 NM1049_MARKER: DB = BENCH MARK DISK
 NM1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1049_STAMPING: S 272 1949
 NM1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1049+STABILITY: SURFACE MOTION
 NM1049
 NM1049  HISTORY     - Date     Condition        Report By
 NM1049  HISTORY     - 1949     MONUMENTED       CGS
 NM1049
 NM1049                          STATION DESCRIPTION
 NM1049
 NM1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1049'AT ST HELENA.
 NM1049'AT ST. HELENA, 160.0 FEET NORTHWEST OF AND ACROSS THE ROAD FROM
 NM1049'THE NORTHWEST CORNER OF THE CATHOLIC CHURCH PARSONAGE, 95.0 FEET
 NM1049'EAST OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF THE
 NM1049'FRANK SNYDER FILLING STATION, 53 FEET NORTH OF THE CENTER LINE
 NM1049'OF AN EAST AND WEST ROAD, 44 FEET EAST OF THE CENTER LINE OF A
 NM1049'NORTH AND SOUTH ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 NM1049'PROJECTS 0.5 FOOT ABOVE THE GROUND AND IS 5.5 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0304 ***********************************************************************
 NN0304  DESIGNATION -  S 273
 NN0304  PID         -  NN0304
 NN0304  STATE/COUNTY-  NE/BOYD
 NN0304  USGS QUAD   -  BRISTOW (1951)
 NN0304
 NN0304                         *CURRENT SURVEY CONTROL
 NN0304  ___________________________________________________________________
 NN0304* NAD 83(1986)-  42 50 26.     (N)    098 35 04.     (W)     SCALED    
 NN0304* NAVD 88     -       446.976  (meters)    1466.45   (feet)  ADJUSTED  
 NN0304  ___________________________________________________________________
 NN0304  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 NN0304  DYNAMIC HT  -         446.811 (meters)    1465.91  (feet)  COMP
 NN0304  MODELED GRAV-     980,239.2   (mgal)                       NAVD 88
 NN0304
 NN0304  VERT ORDER  -  SECOND    CLASS 0
 NN0304
 NN0304.The horizontal coordinates were scaled from a topographic map and have
 NN0304.an estimated accuracy of +/- 6 seconds.
 NN0304
 NN0304.The orthometric height was determined by differential leveling
 NN0304.and adjusted by the National Geodetic Survey in June 1991..
 NN0304
 NN0304.The geoid height was determined by GEOID03.
 NN0304
 NN0304.The dynamic height is computed by dividing the NAVD 88
 NN0304.geopotential number by the normal gravity value computed on the
 NN0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0304.degrees latitude (g = 980.6199 gals.).
 NN0304
 NN0304.The modeled gravity was interpolated from observed gravity values.
 NN0304
 NN0304;                    North         East    Units  Estimated Accuracy
 NN0304;SPC NE       -   334,860.      615,710.      MT  (+/- 180 meters Scaled)
 NN0304
 NN0304                          SUPERSEDED SURVEY CONTROL
 NN0304
 NN0304  NGVD 29 (??/??/92)  446.707  (m)         1465.57   (f) ADJ UNCH    2 0
 NN0304
 NN0304.Superseded values are not recommended for survey control.
 NN0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0304.See file dsdata.txt to determine how the superseded data were derived.
 NN0304
 NN0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN339431(NAD 83)
 NN0304_MARKER: DB = BENCH MARK DISK
 NN0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0304_STAMPING: S 273 1949
 NN0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0304+STABILITY: SURFACE MOTION
 NN0304
 NN0304  HISTORY     - Date     Condition        Report By
 NN0304  HISTORY     - 1949     MONUMENTED       CGS
 NN0304
 NN0304                          STATION DESCRIPTION
 NN0304
 NN0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NN0304'AT BRISTOW.
 NN0304'AT BRISTOW, IN THE NORTHWEST CORNER OF THE CITY PARK, IN LINE
 NN0304'WITH THE TWO MOST NORTHWESTERLY FLOODLIGHTS FOR THE BASEBALL
 NN0304'DIAMOND, 146 FEET EAST OF THE CENTER LINE OF THE MAIN
 NN0304'NORTH-SOUTH STREET, 104 FEET SOUTH OF THE CENTER LINE OF THE
 NN0304'EAST-WEST STREET, 47.6 FEET NORTHWEST OF THE 4TH FLOODLIGHT
 NN0304'POLE WEST OF THE EAST END OF THE EAST-WEST ROW OF LIGHTS, 42.8
 NN0304'FEET NORTHWEST OF THE 5TH POLE IN THE ABOVE MENTIONED ROW OF
 NN0304'POLES, 1.2 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A
 NN0304'CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0934 ***********************************************************************
 NM0934  DESIGNATION -  S 275
 NM0934  PID         -  NM0934
 NM0934  STATE/COUNTY-  NE/DIXON
 NM0934  USGS QUAD   -  MASKELL (1994)
 NM0934
 NM0934                         *CURRENT SURVEY CONTROL
 NM0934  ___________________________________________________________________
 NM0934* NAD 83(1986)-  42 42 34.     (N)    096 58 52.     (W)     SCALED    
 NM0934* NAVD 88     -       360.404  (meters)    1182.43   (feet)  ADJUSTED  
 NM0934  ___________________________________________________________________
 NM0934  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 NM0934  DYNAMIC HT  -         360.291 (meters)    1182.05  (feet)  COMP
 NM0934  MODELED GRAV-     980,296.9   (mgal)                       NAVD 88
 NM0934
 NM0934  VERT ORDER  -  SECOND    CLASS 0
 NM0934
 NM0934.The horizontal coordinates were scaled from a topographic map and have
 NM0934.an estimated accuracy of +/- 6 seconds.
 NM0934
 NM0934.The orthometric height was determined by differential leveling
 NM0934.and adjusted by the National Geodetic Survey in June 1991..
 NM0934
 NM0934.The geoid height was determined by GEOID03.
 NM0934
 NM0934.The dynamic height is computed by dividing the NAVD 88
 NM0934.geopotential number by the normal gravity value computed on the
 NM0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0934.degrees latitude (g = 980.6199 gals.).
 NM0934
 NM0934.The modeled gravity was interpolated from observed gravity values.
 NM0934
 NM0934;                    North         East    Units  Estimated Accuracy
 NM0934;SPC NE       -   323,660.      747,240.      MT  (+/- 180 meters Scaled)
 NM0934
 NM0934                          SUPERSEDED SURVEY CONTROL
 NM0934
 NM0934  NGVD 29 (??/??/92)  360.201  (m)         1181.76   (f) ADJ UNCH    2 0
 NM0934
 NM0934.Superseded values are not recommended for survey control.
 NM0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0934.See file dsdata.txt to determine how the superseded data were derived.
 NM0934
 NM0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN653305(NAD 83)
 NM0934_MARKER: DB = BENCH MARK DISK
 NM0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0934_STAMPING: S 275 1949
 NM0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0934+STABILITY: SURFACE MOTION
 NM0934
 NM0934  HISTORY     - Date     Condition        Report By
 NM0934  HISTORY     - 1949     MONUMENTED       CGS
 NM0934
 NM0934                          STATION DESCRIPTION
 NM0934
 NM0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0934'1.4 MI N FROM MASKELL.
 NM0934'0.2 MILE NORTH ALONG A GRAVELED STREET FROM THE MASKELL HIGH
 NM0934'SCHOOL, THENCE 1.2 MILES NORTH ALONG A GRADED DIRT ROAD, AT
 NM0934'THE FOOT OF THE WEST SLOPE OF A BLUFF, 32 FEET SOUTH OF THE
 NM0934'EXTENDED CENTER LINE OF A T ROAD LEADING WEST, 27 FEET EAST OF THE
 NM0934'CENTER LINE OF THE NORTH-SOUTH ROAD, 58.6 FEET SOUTHWEST OF A
 NM0934'20-INCH ELM WITH A TRIANGULAR BLAZE OF THE WEST SIDE OF THE
 NM0934'TREE, 18.0 FEET NORTH OF A POWER TRANSMISSION LINE POLE, 9.5
 NM0934'FEET EAST OF THE RIGHT-OF-WAY FENCE, 1.6 FEET WEST OF A
 NM0934'REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT CONCRETE POST
 NM0934'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1072 ***********************************************************************
 NM1072  DESIGNATION -  S 276
 NM1072  PID         -  NM1072
 NM1072  STATE/COUNTY-  NE/DIXON
 NM1072  USGS QUAD   -  OBERT (1968)
 NM1072
 NM1072                         *CURRENT SURVEY CONTROL
 NM1072  ___________________________________________________________________
 NM1072* NAD 83(1986)-  42 43 52.     (N)    097 00 21.     (W)     SCALED    
 NM1072* NAVD 88     -       350.758  (meters)    1150.78   (feet)  ADJUSTED  
 NM1072  ___________________________________________________________________
 NM1072  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 NM1072  DYNAMIC HT  -         350.650 (meters)    1150.42  (feet)  COMP
 NM1072  MODELED GRAV-     980,302.9   (mgal)                       NAVD 88
 NM1072
 NM1072  VERT ORDER  -  SECOND    CLASS 0
 NM1072
 NM1072.The horizontal coordinates were scaled from a topographic map and have
 NM1072.an estimated accuracy of +/- 6 seconds.
 NM1072
 NM1072.The orthometric height was determined by differential leveling
 NM1072.and adjusted by the National Geodetic Survey in June 1991..
 NM1072
 NM1072.The geoid height was determined by GEOID03.
 NM1072
 NM1072.The dynamic height is computed by dividing the NAVD 88
 NM1072.geopotential number by the normal gravity value computed on the
 NM1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1072.degrees latitude (g = 980.6199 gals.).
 NM1072
 NM1072.The modeled gravity was interpolated from observed gravity values.
 NM1072
 NM1072;                    North         East    Units  Estimated Accuracy
 NM1072;SPC NE       -   326,000.      745,130.      MT  (+/- 180 meters Scaled)
 NM1072
 NM1072                          SUPERSEDED SURVEY CONTROL
 NM1072
 NM1072  NGVD 29 (??/??/92)  350.554  (m)         1150.11   (f) ADJ UNCH    2 0
 NM1072
 NM1072.Superseded values are not recommended for survey control.
 NM1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1072.See file dsdata.txt to determine how the superseded data were derived.
 NM1072
 NM1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN632328(NAD 83)
 NM1072_MARKER: DB = BENCH MARK DISK
 NM1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1072_STAMPING: S 276 1949
 NM1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1072+STABILITY: SURFACE MOTION
 NM1072
 NM1072  HISTORY     - Date     Condition        Report By
 NM1072  HISTORY     - 1949     MONUMENTED       CGS
 NM1072
 NM1072                          STATION DESCRIPTION
 NM1072
 NM1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM1072'11.8 MI E FROM WYNOT.
 NM1072'0.15 MILE WEST ALONG STATE HIGHWAY 12 FROM THE HIGH SCHOOL AT
 NM1072'WYNOT, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.55
 NM1072'MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG
 NM1072'A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 NM1072'ROAD, THENCE 6.4 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.35
 NM1072'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.05 MILES EAST
 NM1072'ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE SOUTHEAST ALONG A DIRT
 NM1072'ROAD, 0.4 MILE SOUTHEAST OF THE CLARENCE GILBERTSON FARM HOME,
 NM1072'17 FEET SOUT OF THE CENTER LINE OF THE ROAD, 16 FEET NORTH OF
 NM1072'THE FOOT OF A BLUFF, 26.0 FEET NORTHEAST OF A 30 INCH COTTONWOOD
 NM1072'TREE WHICH HAS A TRIANGULAR BLAZE ON ITS NORTHEAST SIDE, 21.0
 NM1072'FEET NORTHWEST OF A 24 INCH BASSWOOD TREE WHICH HAS A TRIANGULAR
 NM1072'BLAZE ON ITS NORTH SIDE, 2.0 FEET WEST OF A WITNESS POST, SET
 NM1072'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 NM1072'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0142 ***********************************************************************
 LG0142  DESIGNATION -  S 277
 LG0142  PID         -  LG0142
 LG0142  STATE/COUNTY-  NE/CASS
 LG0142  USGS QUAD   -  MANLEY (1966)
 LG0142
 LG0142                         *CURRENT SURVEY CONTROL
 LG0142  ___________________________________________________________________
 LG0142* NAD 83(1986)-  40 57 27.     (N)    096 08 22.     (W)     SCALED    
 LG0142* NAVD 88     -       371.943  (meters)    1220.28   (feet)  ADJUSTED  
 LG0142  ___________________________________________________________________
 LG0142  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 LG0142  DYNAMIC HT  -         371.788 (meters)    1219.77  (feet)  COMP
 LG0142  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 LG0142
 LG0142  VERT ORDER  -  SECOND    CLASS 0
 LG0142
 LG0142.The horizontal coordinates were scaled from a topographic map and have
 LG0142.an estimated accuracy of +/- 6 seconds.
 LG0142
 LG0142.The orthometric height was determined by differential leveling
 LG0142.and adjusted by the National Geodetic Survey in June 1991..
 LG0142
 LG0142.The geoid height was determined by GEOID03.
 LG0142
 LG0142.The dynamic height is computed by dividing the NAVD 88
 LG0142.geopotential number by the normal gravity value computed on the
 LG0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0142.degrees latitude (g = 980.6199 gals.).
 LG0142
 LG0142.The modeled gravity was interpolated from observed gravity values.
 LG0142
 LG0142;                    North         East    Units  Estimated Accuracy
 LG0142;SPC NE       -   132,070.      824,810.      MT  (+/- 180 meters Scaled)
 LG0142
 LG0142                          SUPERSEDED SURVEY CONTROL
 LG0142
 LG0142  NGVD 29 (??/??/92)  371.848  (m)         1219.97   (f) ADJ UNCH    2 0
 LG0142
 LG0142.Superseded values are not recommended for survey control.
 LG0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0142.See file dsdata.txt to determine how the superseded data were derived.
 LG0142
 LG0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL407379(NAD 83)
 LG0142_MARKER: DB = BENCH MARK DISK
 LG0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0142_STAMPING: S 277 1950
 LG0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0142+STABILITY: SURFACE MOTION
 LG0142
 LG0142  HISTORY     - Date     Condition        Report By
 LG0142  HISTORY     - 1950     MONUMENTED       CGS
 LG0142  HISTORY     - 1964     GOOD             USGS
 LG0142
 LG0142                          STATION DESCRIPTION
 LG0142
 LG0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LG0142'4 MI S FROM LOUISVILLE.
 LG0142'4.0 MILES SOUTH ALONG STATE HIGHWAY 50 FROM THE METHODIST CHURCH
 LG0142'AT LOUISVILLE, AT A CEMETERY, 175 FEET SOUTH OF THE CENTER
 LG0142'LINE OF AN EAST AND WEST ROAD, 37 FEET EAST OF THE CENTER LINE
 LG0142'OF THE HIGHWAY, 12 FEET NORTH OF THE CENTER OF A GATE, 1.2 FEET
 LG0142'WEST OF A FENCE, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 LG0142'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LG0142'NOTE-- NEAR CORNER OF SECS. 35, 36, 1 AND 2, T 11 AND 12 N,
 LG0142'R 11 E.
 LG0142
 LG0142                          STATION RECOVERY (1964)
 LG0142
 LG0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM0514 ***********************************************************************
 NM0514  DESIGNATION -  S 278
 NM0514  PID         -  NM0514
 NM0514  STATE/COUNTY-  NE/THURSTON
 NM0514  USGS QUAD   -  MACY (1966)
 NM0514
 NM0514                         *CURRENT SURVEY CONTROL
 NM0514  ___________________________________________________________________
 NM0514* NAD 83(1986)-  42 04 34.     (N)    096 18 30.     (W)     SCALED    
 NM0514* NAVD 88     -       368.304  (meters)    1208.34   (feet)  ADJUSTED  
 NM0514  ___________________________________________________________________
 NM0514  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 NM0514  DYNAMIC HT  -         368.176 (meters)    1207.92  (feet)  COMP
 NM0514  MODELED GRAV-     980,262.6   (mgal)                       NAVD 88
 NM0514
 NM0514  VERT ORDER  -  SECOND    CLASS 0
 NM0514
 NM0514.The horizontal coordinates were scaled from a topographic map and have
 NM0514.an estimated accuracy of +/- 6 seconds.
 NM0514
 NM0514.The orthometric height was determined by differential leveling
 NM0514.and adjusted by the National Geodetic Survey in June 1991..
 NM0514
 NM0514.The geoid height was determined by GEOID03.
 NM0514
 NM0514.The dynamic height is computed by dividing the NAVD 88
 NM0514.geopotential number by the normal gravity value computed on the
 NM0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM0514.degrees latitude (g = 980.6199 gals.).
 NM0514
 NM0514.The modeled gravity was interpolated from observed gravity values.
 NM0514
 NM0514;                    North         East    Units  Estimated Accuracy
 NM0514;SPC NE       -   255,530.      805,310.      MT  (+/- 180 meters Scaled)
 NM0514
 NM0514                          SUPERSEDED SURVEY CONTROL
 NM0514
 NM0514  NGVD 29 (??/??/92)  368.156  (m)         1207.86   (f) ADJ UNCH    2 0
 NM0514
 NM0514.Superseded values are not recommended for survey control.
 NM0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM0514.See file dsdata.txt to determine how the superseded data were derived.
 NM0514
 NM0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM226617(NAD 83)
 NM0514_MARKER: DB = BENCH MARK DISK
 NM0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM0514_STAMPING: S 278 1949
 NM0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM0514+STABILITY: SURFACE MOTION
 NM0514
 NM0514  HISTORY     - Date     Condition        Report By
 NM0514  HISTORY     - 1949     MONUMENTED       CGS
 NM0514  HISTORY     - 1965     MARK NOT FOUND   USGS
 NM0514
 NM0514                          STATION DESCRIPTION
 NM0514
 NM0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NM0514'4.1 MI SE FROM MACY.
 NM0514'0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE PUBLIC SCHOOL
 NM0514'AT MACY, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE
 NM0514'3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 73 E, THENCE 0.5 MILE
 NM0514'EAST ALONG A GRADED DIRT ROAD, AT THE FARM HOME OF MITCHELL
 NM0514'DICK, 255 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 NM0514'ROAD, 43 FEET EAST OF THE CENTER LINE OF A T ROAD LEADING NORTH,
 NM0514'2.4 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE, SET IN
 NM0514'THE TOP OF A 5 FOOT CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 NM0514'THE GROUND.
 NM0514
 NM0514                          STATION RECOVERY (1965)
 NM0514
 NM0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NM0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0602 ***********************************************************************
 LH0602  DESIGNATION -  S 279
 LH0602  PID         -  LH0602
 LH0602  STATE/COUNTY-  NE/KEARNEY
 LH0602  USGS QUAD   -  KEARNEY (1983)
 LH0602
 LH0602                         *CURRENT SURVEY CONTROL
 LH0602  ___________________________________________________________________
 LH0602* NAD 83(1986)-  40 38 29.     (N)    099 03 57.     (W)     SCALED    
 LH0602* NAVD 88     -       651.558  (meters)    2137.65   (feet)  ADJUSTED  
 LH0602  ___________________________________________________________________
 LH0602  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 LH0602  DYNAMIC HT  -         651.183 (meters)    2136.42  (feet)  COMP
 LH0602  MODELED GRAV-     980,028.8   (mgal)                       NAVD 88
 LH0602
 LH0602  VERT ORDER  -  SECOND    CLASS 0
 LH0602
 LH0602.The horizontal coordinates were scaled from a topographic map and have
 LH0602.an estimated accuracy of +/- 6 seconds.
 LH0602
 LH0602.The orthometric height was determined by differential leveling
 LH0602.and adjusted by the National Geodetic Survey in June 1991..
 LH0602
 LH0602.The geoid height was determined by GEOID03.
 LH0602
 LH0602.The dynamic height is computed by dividing the NAVD 88
 LH0602.geopotential number by the normal gravity value computed on the
 LH0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0602.degrees latitude (g = 980.6199 gals.).
 LH0602
 LH0602.The modeled gravity was interpolated from observed gravity values.
 LH0602
 LH0602;                    North         East    Units  Estimated Accuracy
 LH0602;SPC NE       -    90,140.      579,000.      MT  (+/- 180 meters Scaled)
 LH0602
 LH0602                          SUPERSEDED SURVEY CONTROL
 LH0602
 LH0602  NGVD 29 (??/??/92)  651.296  (m)         2136.79   (f) ADJ UNCH    2 0
 LH0602
 LH0602.Superseded values are not recommended for survey control.
 LH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0602.See file dsdata.txt to determine how the superseded data were derived.
 LH0602
 LH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK944989(NAD 83)
 LH0602_MARKER: DB = BENCH MARK DISK
 LH0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0602_STAMPING: S 279 1949
 LH0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0602+STABILITY: SURFACE MOTION
 LH0602
 LH0602  HISTORY     - Date     Condition        Report By
 LH0602  HISTORY     - 1949     MONUMENTED       CGS
 LH0602  HISTORY     - 20060512 MARK NOT FOUND   NEDR
 LH0602
 LH0602                          STATION DESCRIPTION
 LH0602
 LH0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0602'4.4 MI SE FROM KEARNEY.
 LH0602'3.4 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 LH0602'KEARNEY, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 10, 213 FEET
 LH0602'NORTH OF THE CENTER LINE OF THE HIGHWAY, 144.0 FEET SOUTH OF THE
 LH0602'SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE, 26 FEET WEST OF THE
 LH0602'CENTER LINE OF A NORTH-SOUTH ROAD, 1.0 FOOT EAST OF A FENCE, 2.0
 LH0602'FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0602'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LH0602
 LH0602                          STATION RECOVERY (2006)
 LH0602
 LH0602'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (LB)
 LH0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0823 ***********************************************************************
 MK0823  DESIGNATION -  S 280
 MK0823  PID         -  MK0823
 MK0823  STATE/COUNTY-  NE/SARPY
 MK0823  USGS QUAD   -  CEDAR CREEK (1983)
 MK0823
 MK0823                         *CURRENT SURVEY CONTROL
 MK0823  ___________________________________________________________________
 MK0823* NAD 83(1986)-  41 04 40.     (N)    096 04 55.     (W)     SCALED    
 MK0823* NAVD 88     -       338.274  (meters)    1109.82   (feet)  ADJUSTED  
 MK0823  ___________________________________________________________________
 MK0823  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 MK0823  DYNAMIC HT  -         338.139 (meters)    1109.38  (feet)  COMP
 MK0823  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 MK0823
 MK0823  VERT ORDER  -  SECOND    CLASS 0
 MK0823
 MK0823.The horizontal coordinates were scaled from a topographic map and have
 MK0823.an estimated accuracy of +/- 6 seconds.
 MK0823
 MK0823.The orthometric height was determined by differential leveling
 MK0823.and adjusted by the National Geodetic Survey in June 1991..
 MK0823
 MK0823.The geoid height was determined by GEOID03.
 MK0823
 MK0823.The dynamic height is computed by dividing the NAVD 88
 MK0823.geopotential number by the normal gravity value computed on the
 MK0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0823.degrees latitude (g = 980.6199 gals.).
 MK0823
 MK0823.The modeled gravity was interpolated from observed gravity values.
 MK0823
 MK0823;                    North         East    Units  Estimated Accuracy
 MK0823;SPC NE       -   145,620.      829,040.      MT  (+/- 180 meters Scaled)
 MK0823
 MK0823                          SUPERSEDED SURVEY CONTROL
 MK0823
 MK0823  NGVD 29 (??/??/92)  338.176  (m)         1109.50   (f) ADJ UNCH    2 0
 MK0823
 MK0823.Superseded values are not recommended for survey control.
 MK0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0823.See file dsdata.txt to determine how the superseded data were derived.
 MK0823
 MK0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL451514(NAD 83)
 MK0823_MARKER: DB = BENCH MARK DISK
 MK0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0823_STAMPING: S 280 1950
 MK0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0823+STABILITY: SURFACE MOTION
 MK0823
 MK0823  HISTORY     - Date     Condition        Report By
 MK0823  HISTORY     - 1950     MONUMENTED       CGS
 MK0823
 MK0823                          STATION DESCRIPTION
 MK0823
 MK0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0823'2.3 MI S FROM RICHFIELD.
 MK0823'0.4 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 MK0823'RICHFIELD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 MK0823'1.7 MILES SOUTH ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, 88 FEET
 MK0823'SOUTHWEST OF THE JUNCTION OF THE CENTER LINES OF THE TWO ROADS, 54
 MK0823'FEET WEST OF A POWER POLE, 33 FEET SOUTH OF THE CENTER LINE OF AN
 MK0823'EAST AND WEST ROAD, 1 FOOT NORTH OF A FENCE, 1.7 FEET WEST OF A
 MK0823'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK0823'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0415 ***********************************************************************
 ML0415  DESIGNATION -  S 281
 ML0415  PID         -  ML0415
 ML0415  STATE/COUNTY-  NE/HOWARD
 ML0415  USGS QUAD   -  FARWELL (1978)
 ML0415
 ML0415                         *CURRENT SURVEY CONTROL
 ML0415  ___________________________________________________________________
 ML0415* NAD 83(1986)-  41 09 47.     (N)    098 39 08.     (W)     SCALED    
 ML0415* NAVD 88     -       606.158  (meters)    1988.70   (feet)  ADJUSTED  
 ML0415  ___________________________________________________________________
 ML0415  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 ML0415  DYNAMIC HT  -         605.850 (meters)    1987.69  (feet)  COMP
 ML0415  MODELED GRAV-     980,096.9   (mgal)                       NAVD 88
 ML0415
 ML0415  VERT ORDER  -  SECOND    CLASS 0
 ML0415
 ML0415.The horizontal coordinates were scaled from a topographic map and have
 ML0415.an estimated accuracy of +/- 6 seconds.
 ML0415
 ML0415.The orthometric height was determined by differential leveling
 ML0415.and adjusted by the National Geodetic Survey in June 1991..
 ML0415
 ML0415.The geoid height was determined by GEOID03.
 ML0415
 ML0415.The dynamic height is computed by dividing the NAVD 88
 ML0415.geopotential number by the normal gravity value computed on the
 ML0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0415.degrees latitude (g = 980.6199 gals.).
 ML0415
 ML0415.The modeled gravity was interpolated from observed gravity values.
 ML0415
 ML0415;                    North         East    Units  Estimated Accuracy
 ML0415;SPC NE       -   148,520.      613,070.      MT  (+/- 180 meters Scaled)
 ML0415
 ML0415                          SUPERSEDED SURVEY CONTROL
 ML0415
 ML0415  NGVD 29 (??/??/92)  605.914  (m)         1987.90   (f) ADJ UNCH    2 0
 ML0415
 ML0415.Superseded values are not recommended for survey control.
 ML0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0415.See file dsdata.txt to determine how the superseded data were derived.
 ML0415
 ML0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL291569(NAD 83)
 ML0415_MARKER: DB = BENCH MARK DISK
 ML0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0415_STAMPING: S 281 1949
 ML0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0415+STABILITY: SURFACE MOTION
 ML0415
 ML0415  HISTORY     - Date     Condition        Report By
 ML0415  HISTORY     - 1949     MONUMENTED       CGS
 ML0415
 ML0415                          STATION DESCRIPTION
 ML0415
 ML0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0415'4.1 MI W FROM NYSTED.
 ML0415'1.9 MILES NORTH ALONG A COUNTY ROAD FROM THE RECREATION HALL
 ML0415'AT NYSTED, THENCE 2.2 MILES WEST ALONG A COUNTY ROAD, AT THE
 ML0415'SOUTHWEST CORNER OF SECTION 24, T. 14 N., R 12 W., AT A T-JUNCTION
 ML0415'OF ROADS, 43 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 ML0415'ROAD, 22 FEET EAST OF THE CENTER LINE OF A SIDE ROAD LEADING
 ML0415'NORTH, 3 FEET NORTHWEST OF A POWER LINE POLE, 1.4 FEET WEST
 ML0415'OF A FENCE, 1.6 FEET NORTH OF A REFERENCE POST, SET IN THE
 ML0415'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 ML0415'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0283 ***********************************************************************
 ML0283  DESIGNATION -  S 282
 ML0283  PID         -  ML0283
 ML0283  STATE/COUNTY-  NE/HOWARD
 ML0283  USGS QUAD   -  ST PAUL SW (1961)
 ML0283
 ML0283                         *CURRENT SURVEY CONTROL
 ML0283  ___________________________________________________________________
 ML0283* NAD 83(1986)-  41 02 47.     (N)    098 28 40.     (W)     SCALED    
 ML0283* NAVD 88     -       585.028  (meters)    1919.38   (feet)  ADJUSTED  
 ML0283  ___________________________________________________________________
 ML0283  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 ML0283  DYNAMIC HT  -         584.729 (meters)    1918.40  (feet)  COMP
 ML0283  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 ML0283
 ML0283  VERT ORDER  -  SECOND    CLASS 0
 ML0283
 ML0283.The horizontal coordinates were scaled from a topographic map and have
 ML0283.an estimated accuracy of +/- 6 seconds.
 ML0283
 ML0283.The orthometric height was determined by differential leveling
 ML0283.and adjusted by the National Geodetic Survey in June 1991..
 ML0283
 ML0283.The geoid height was determined by GEOID03.
 ML0283
 ML0283.The dynamic height is computed by dividing the NAVD 88
 ML0283.geopotential number by the normal gravity value computed on the
 ML0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0283.degrees latitude (g = 980.6199 gals.).
 ML0283
 ML0283.The modeled gravity was interpolated from observed gravity values.
 ML0283
 ML0283;                    North         East    Units  Estimated Accuracy
 ML0283;SPC NE       -   135,810.      627,940.      MT  (+/- 180 meters Scaled)
 ML0283
 ML0283                          SUPERSEDED SURVEY CONTROL
 ML0283
 ML0283  NGVD 29 (??/??/92)  584.784  (m)         1918.58   (f) ADJ UNCH    2 0
 ML0283
 ML0283.Superseded values are not recommended for survey control.
 ML0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0283.See file dsdata.txt to determine how the superseded data were derived.
 ML0283
 ML0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL438440(NAD 83)
 ML0283_MARKER: DB = BENCH MARK DISK
 ML0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0283_STAMPING: S 282 1949
 ML0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0283+STABILITY: SURFACE MOTION
 ML0283
 ML0283  HISTORY     - Date     Condition        Report By
 ML0283  HISTORY     - 1949     MONUMENTED       CGS
 ML0283
 ML0283                          STATION DESCRIPTION
 ML0283
 ML0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0283'8 MI SE FROM DANNEBROG.
 ML0283'0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0283'STATION AT DANNEBROG, THENCE 1.6 MILES SOUTHEAST ALONG STATE
 ML0283'HIGHWAY NO. 58, THENCE 4.0 MILES SOUTH ALONG A COUNTY ROAD, THENCE
 ML0283'0.3 MILE EAST ALONG A COUNTY ROAD, THENCE 1.8 MILES EAST ALONG A
 ML0283'SECTION LINE ROAD, 0.1 MILE EAST OF THE SOUTHWEST CORNER OF
 ML0283'SECTION 33, T. 13 N., R. 10 W., ON THE TOP OF A SMALL RISE, 24
 ML0283'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A
 ML0283'FENCE, 1.3 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 ML0283'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE
 ML0283'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0403 ***********************************************************************
 ML0403  DESIGNATION -  S 283 RESET
 ML0403  PID         -  ML0403
 ML0403  STATE/COUNTY-  NE/SHERMAN
 ML0403  USGS QUAD   -  ASHTON (1954)
 ML0403
 ML0403                         *CURRENT SURVEY CONTROL
 ML0403  ___________________________________________________________________
 ML0403* NAD 83(1986)-  41 12 40.     (N)    098 47 08.     (W)     SCALED    
 ML0403* NAVD 88     -       649.46   (meters)    2130.8    (feet)  RESET     
 ML0403  ___________________________________________________________________
 ML0403  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 ML0403
 ML0403  VERT ORDER  -  THIRD
 ML0403
 ML0403.The horizontal coordinates were scaled from a topographic map and have
 ML0403.an estimated accuracy of +/- 6 seconds.
 ML0403
 ML0403.The orthometric height was computed from unverified reset data.
 ML0403.No vertical observational check was made to the station.
 ML0403
 ML0403.The geoid height was determined by GEOID03.
 ML0403
 ML0403;                    North         East    Units  Estimated Accuracy
 ML0403;SPC NE       -   153,680.      601,810.      MT  (+/- 180 meters Scaled)
 ML0403
 ML0403                          SUPERSEDED SURVEY CONTROL
 ML0403
 ML0403  NGVD 29 (??/??/??)  649.21   (m)         2129.9    (f) RESET       3  
 ML0403
 ML0403.Superseded values are not recommended for survey control.
 ML0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0403.See file dsdata.txt to determine how the superseded data were derived.
 ML0403
 ML0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL179622(NAD 83)
 ML0403_MARKER: DB = BENCH MARK DISK
 ML0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0403_STAMPING: S 283 1949
 ML0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0403+STABILITY: SURFACE MOTION
 ML0403
 ML0403  HISTORY     - Date     Condition        Report By
 ML0403  HISTORY     - 1962     MONUMENTED       CGS
 ML0403
 ML0403                          STATION DESCRIPTION
 ML0403
 ML0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 ML0403'3 MI S FROM ASHTON.
 ML0403'0.8 MILE SOUTH ALONG A CUNTY ROAD FROM THE POST OFFICE AT
 ML0403'ASHTON, THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE 1.7
 ML0403'MILES SOUTH ALONG A COUNTY ROAD, 0.3 MILE NORTH OF THE SOUTHWEST
 ML0403'CORNER OF SECTION 2, T. 14 N., R. 13 W., AT THE TOP OF A HILL
 ML0403'SLOPING DOWN AND TO THE SOUTH, 0.15 MILE SOUTH OF A FARMHOUSE
 ML0403'ON THE EAST SIDE OF THE ROAD, 33 FEET EAST OF THE CENTER LINE
 ML0403'OF THE ROAD, 1.2 FEET WEST OF A FENCE, ABOUT 3 FEET ABOVE
 ML0403'ROAD LEVEL, 1.6 FEET NORTH OF A REFERENCE POST, SET IN THE TOP
 ML0403'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.3
 ML0403'FOOT ABOVE THE GROUND.  NOTE-- MARK WAS RESET 33 EAST DUE
 ML0403'TO COUNTY ROAD IMPROVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0473 ***********************************************************************
 ML0473  DESIGNATION -  S 284
 ML0473  PID         -  ML0473
 ML0473  STATE/COUNTY-  NE/HALL
 ML0473  USGS QUAD   -  DANNEBROG (1974)
 ML0473
 ML0473                         *CURRENT SURVEY CONTROL
 ML0473  ___________________________________________________________________
 ML0473* NAD 83(1986)-  41 01 06.     (N)    098 36 25.     (W)     SCALED    
 ML0473* NAVD 88     -       599.273  (meters)    1966.11   (feet)  ADJUSTED  
 ML0473  ___________________________________________________________________
 ML0473  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 ML0473  DYNAMIC HT  -         598.965 (meters)    1965.10  (feet)  COMP
 ML0473  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 ML0473
 ML0473  VERT ORDER  -  SECOND    CLASS 0
 ML0473
 ML0473.The horizontal coordinates were scaled from a topographic map and have
 ML0473.an estimated accuracy of +/- 6 seconds.
 ML0473
 ML0473.The orthometric height was determined by differential leveling
 ML0473.and adjusted by the National Geodetic Survey in June 1991..
 ML0473
 ML0473.The geoid height was determined by GEOID03.
 ML0473
 ML0473.The dynamic height is computed by dividing the NAVD 88
 ML0473.geopotential number by the normal gravity value computed on the
 ML0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0473.degrees latitude (g = 980.6199 gals.).
 ML0473
 ML0473.The modeled gravity was interpolated from observed gravity values.
 ML0473
 ML0473;                    North         East    Units  Estimated Accuracy
 ML0473;SPC NE       -   132,510.      617,130.      MT  (+/- 180 meters Scaled)
 ML0473
 ML0473                          SUPERSEDED SURVEY CONTROL
 ML0473
 ML0473  NGVD 29 (??/??/92)  599.033  (m)         1965.33   (f) ADJ UNCH    2 0
 ML0473
 ML0473.Superseded values are not recommended for survey control.
 ML0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0473.See file dsdata.txt to determine how the superseded data were derived.
 ML0473
 ML0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL330408(NAD 83)
 ML0473_MARKER: DB = BENCH MARK DISK
 ML0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0473_STAMPING: S 284 1949
 ML0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0473+STABILITY: SURFACE MOTION
 ML0473
 ML0473  HISTORY     - Date     Condition        Report By
 ML0473  HISTORY     - 1949     MONUMENTED       CGS
 ML0473
 ML0473                          STATION DESCRIPTION
 ML0473
 ML0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0473'1.1 MI N FROM CAIRO.
 ML0473'1.1 MILES NORTH ALONG STATE HIGHWAY NO. 60 FROM THE JUNCTION
 ML0473'OF STATE HIGHWAY NO. 60 WITH STATE HIGHWAY NO. 2 AT CAIRO, AT
 ML0473'THE SOUTHWEST CORNER OF SECTION 7, T. 12 N., R. 11 W., IN THE
 ML0473'NORTHEAST QUARTER OF A ROAD CROSSING, 85 FEET EAST OF THE CENTER
 ML0473'LINE OF THE HIGHWAY, 26 FEET NORTH OF THE CENTER LINE OF THE
 ML0473'EAST-WEST ROAD, 18 FEET EAST OF A TELEPHONE POLE, 1 FOOT SOUTH
 ML0473'OF A FENCE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP
 ML0473'OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 ML0473'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0398 ***********************************************************************
 ML0398  DESIGNATION -  S 285
 ML0398  PID         -  ML0398
 ML0398  STATE/COUNTY-  NE/SHERMAN
 ML0398  USGS QUAD   -  ASHTON (1954)
 ML0398
 ML0398                         *CURRENT SURVEY CONTROL
 ML0398  ___________________________________________________________________
 ML0398* NAD 83(1986)-  41 11 33.     (N)    098 51 41.     (W)     SCALED    
 ML0398* NAVD 88     -       649.075  (meters)    2129.51   (feet)  ADJUSTED  
 ML0398  ___________________________________________________________________
 ML0398  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ML0398  DYNAMIC HT  -         648.744 (meters)    2128.42  (feet)  COMP
 ML0398  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 ML0398
 ML0398  VERT ORDER  -  SECOND    CLASS 0
 ML0398
 ML0398.The horizontal coordinates were scaled from a topographic map and have
 ML0398.an estimated accuracy of +/- 6 seconds.
 ML0398
 ML0398.The orthometric height was determined by differential leveling
 ML0398.and adjusted by the National Geodetic Survey in June 1991..
 ML0398
 ML0398.The geoid height was determined by GEOID03.
 ML0398
 ML0398.The dynamic height is computed by dividing the NAVD 88
 ML0398.geopotential number by the normal gravity value computed on the
 ML0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0398.degrees latitude (g = 980.6199 gals.).
 ML0398
 ML0398.The modeled gravity was interpolated from observed gravity values.
 ML0398
 ML0398;                    North         East    Units  Estimated Accuracy
 ML0398;SPC NE       -   151,530.      595,480.      MT  (+/- 180 meters Scaled)
 ML0398
 ML0398                          SUPERSEDED SURVEY CONTROL
 ML0398
 ML0398  NGVD 29 (??/??/92)  648.834  (m)         2128.72   (f) ADJ UNCH    2 0
 ML0398
 ML0398.Superseded values are not recommended for survey control.
 ML0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0398.See file dsdata.txt to determine how the superseded data were derived.
 ML0398
 ML0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL116601(NAD 83)
 ML0398_MARKER: DB = BENCH MARK DISK
 ML0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0398_STAMPING: S 285 1949
 ML0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0398+STABILITY: SURFACE MOTION
 ML0398
 ML0398  HISTORY     - Date     Condition        Report By
 ML0398  HISTORY     - 1949     MONUMENTED       CGS
 ML0398  HISTORY     - 1979     GOOD             NGS
 ML0398
 ML0398                          STATION DESCRIPTION
 ML0398
 ML0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0398'8.3 MI S FROM ASHTON.
 ML0398'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 ML0398'ASHTON, THENCE 0.5 MILE EAST ALONG A COUNTY ROAD, THENCE 3.0
 ML0398'MILES SOUTH ALONG A COUNTY ROAD, THENCE 4.0 MILES WEST ALONG
 ML0398'A COUNTY ROAD, AT THE SOUTHEAST CORNER OF SECTION 12, T. 14 N.,
 ML0398'R. 14 WN., IN THE NORTHWEST QUARTER OF A PUBLIC ROAD CROSSING,
 ML0398'66 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 38 FEET
 ML0398'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 25 FEET NORTH
 ML0398'OF A CORNER FENCE POST, 1 FOOT EAST OF A FENCE, 1.5 FEET SOUTH
 ML0398'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AT A
 ML0398'DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 ML0398'NOTE-- THIS BENCH MARK IS LOCATED 1.0 MILE EAST OF BENCH
 ML0398'MARK T 285.
 ML0398
 ML0398                          STATION RECOVERY (1979)
 ML0398
 ML0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ML0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0432 ***********************************************************************
 LH0432  DESIGNATION -  S 286
 LH0432  PID         -  LH0432
 LH0432  STATE/COUNTY-  NE/HALL
 LH0432  USGS QUAD   -  PROSSER (1993)
 LH0432
 LH0432                         *CURRENT SURVEY CONTROL
 LH0432  ___________________________________________________________________
 LH0432* NAD 83(1986)-  40 44 55.     (N)    098 31 24.     (W)     SCALED    
 LH0432* NAVD 88     -       592.990  (meters)    1945.50   (feet)  ADJUSTED  
 LH0432  ___________________________________________________________________
 LH0432  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 LH0432  DYNAMIC HT  -         592.666 (meters)    1944.44  (feet)  COMP
 LH0432  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 LH0432
 LH0432  VERT ORDER  -  SECOND    CLASS 0
 LH0432
 LH0432.The horizontal coordinates were scaled from a topographic map and have
 LH0432.an estimated accuracy of +/- 6 seconds.
 LH0432
 LH0432.The orthometric height was determined by differential leveling
 LH0432.and adjusted by the National Geodetic Survey in June 1991..
 LH0432
 LH0432.The geoid height was determined by GEOID03.
 LH0432
 LH0432.The dynamic height is computed by dividing the NAVD 88
 LH0432.geopotential number by the normal gravity value computed on the
 LH0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0432.degrees latitude (g = 980.6199 gals.).
 LH0432
 LH0432.The modeled gravity was interpolated from observed gravity values.
 LH0432
 LH0432;                    North         East    Units  Estimated Accuracy
 LH0432;SPC NE       -   102,690.      624,670.      MT  (+/- 180 meters Scaled)
 LH0432
 LH0432                          SUPERSEDED SURVEY CONTROL
 LH0432
 LH0432  NGVD 29 (??/??/92)  592.742  (m)         1944.69   (f) ADJ UNCH    2 0
 LH0432
 LH0432.Superseded values are not recommended for survey control.
 LH0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0432.See file dsdata.txt to determine how the superseded data were derived.
 LH0432
 LH0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL402109(NAD 83)
 LH0432_MARKER: DB = BENCH MARK DISK
 LH0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0432_STAMPING: S 286 1949
 LH0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0432+STABILITY: SURFACE MOTION
 LH0432
 LH0432  HISTORY     - Date     Condition        Report By
 LH0432  HISTORY     - 1949     MONUMENTED       CGS
 LH0432
 LH0432                          STATION DESCRIPTION
 LH0432
 LH0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0432'11 MI SW FROM ALDA.
 LH0432'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION
 LH0432'PACIFIC RAILROAD STATION AT ALDA, THENCE 0.8 MILE SOUTH ALONG A
 LH0432'GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE
 LH0432'6.25 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST
 LH0432'ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG A GRAVELED
 LH0432'ROAD, THENCE 1.15 MILES WEST ALONG A GRAVELED ROAD, AT THE FARM
 LH0432'HOME OF D.C. HURST, 101 FEET SOUTH OF THE CENTER LINE OF THE
 LH0432'ROAD, 41.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 LH0432'14 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 2.0 FEET
 LH0432'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A 5.5-FOOT
 LH0432'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0493 ***********************************************************************
 LH0493  DESIGNATION -  S 287
 LH0493  PID         -  LH0493
 LH0493  STATE/COUNTY-  NE/HALL
 LH0493  USGS QUAD   -  WOOD RIVER (1993)
 LH0493
 LH0493                         *CURRENT SURVEY CONTROL
 LH0493  ___________________________________________________________________
 LH0493* NAD 83(1986)-  40 46 18.     (N)    098 35 15.     (W)     SCALED    
 LH0493* NAVD 88     -       597.640  (meters)    1960.76   (feet)  ADJUSTED  
 LH0493  ___________________________________________________________________
 LH0493  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 LH0493  DYNAMIC HT  -         597.313 (meters)    1959.68  (feet)  COMP
 LH0493  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 LH0493
 LH0493  VERT ORDER  -  SECOND    CLASS 0
 LH0493
 LH0493.The horizontal coordinates were scaled from a topographic map and have
 LH0493.an estimated accuracy of +/- 6 seconds.
 LH0493
 LH0493.The orthometric height was determined by differential leveling
 LH0493.and adjusted by the National Geodetic Survey in June 1991..
 LH0493
 LH0493.The geoid height was determined by GEOID03.
 LH0493
 LH0493.The dynamic height is computed by dividing the NAVD 88
 LH0493.geopotential number by the normal gravity value computed on the
 LH0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0493.degrees latitude (g = 980.6199 gals.).
 LH0493
 LH0493.The modeled gravity was interpolated from observed gravity values.
 LH0493
 LH0493;                    North         East    Units  Estimated Accuracy
 LH0493;SPC NE       -   105,160.      619,210.      MT  (+/- 180 meters Scaled)
 LH0493
 LH0493                          SUPERSEDED SURVEY CONTROL
 LH0493
 LH0493  NGVD 29 (??/??/92)  597.389  (m)         1959.93   (f) ADJ UNCH    2 0
 LH0493
 LH0493.Superseded values are not recommended for survey control.
 LH0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0493.See file dsdata.txt to determine how the superseded data were derived.
 LH0493
 LH0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL348134(NAD 83)
 LH0493_MARKER: DB = BENCH MARK DISK
 LH0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0493_STAMPING: S 287 1949
 LH0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0493+STABILITY: SURFACE MOTION
 LH0493
 LH0493  HISTORY     - Date     Condition        Report By
 LH0493  HISTORY     - 1949     MONUMENTED       CGS
 LH0493
 LH0493                          STATION DESCRIPTION
 LH0493
 LH0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0493'4.4 MI S FROM WOOD RIVER.
 LH0493'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LH0493'STATION AT WOOD RIVER, THENCE 3.65 MILES SOUTH ALONG A GRAVELED
 LH0493'ROAD, AT THE FARM HOME OF S.J. ABBOTT AND OCCUPIED BY ELMER
 LH0493'GOSDA, 142 FEET NORTH OF THE CENTER LINE OF THE PRIVATE
 LH0493'DRIVEWAY, 104 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 LH0493'ROAD, 84.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 LH0493'2.0 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 LH0493'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0508 ***********************************************************************
 LH0508  DESIGNATION -  S 288
 LH0508  PID         -  LH0508
 LH0508  STATE/COUNTY-  NE/ADAMS
 LH0508  USGS QUAD   -  DENMAN (1993)
 LH0508
 LH0508                         *CURRENT SURVEY CONTROL
 LH0508  ___________________________________________________________________
 LH0508* NAD 83(1986)-  40 40 18.     (N)    098 43 25.     (W)     SCALED    
 LH0508* NAVD 88     -       615.448  (meters)    2019.18   (feet)  ADJUSTED  
 LH0508  ___________________________________________________________________
 LH0508  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 LH0508  DYNAMIC HT  -         615.104 (meters)    2018.05  (feet)  COMP
 LH0508  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 LH0508
 LH0508  VERT ORDER  -  SECOND    CLASS 0
 LH0508
 LH0508.The horizontal coordinates were scaled from a topographic map and have
 LH0508.an estimated accuracy of +/- 6 seconds.
 LH0508
 LH0508.The orthometric height was determined by differential leveling
 LH0508.and adjusted by the National Geodetic Survey in June 1991..
 LH0508
 LH0508.The geoid height was determined by GEOID03.
 LH0508
 LH0508.The dynamic height is computed by dividing the NAVD 88
 LH0508.geopotential number by the normal gravity value computed on the
 LH0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0508.degrees latitude (g = 980.6199 gals.).
 LH0508
 LH0508.The modeled gravity was interpolated from observed gravity values.
 LH0508
 LH0508;                    North         East    Units  Estimated Accuracy
 LH0508;SPC NE       -    93,880.      607,890.      MT  (+/- 180 meters Scaled)
 LH0508
 LH0508                          SUPERSEDED SURVEY CONTROL
 LH0508
 LH0508  NGVD 29 (??/??/92)  615.196  (m)         2018.36   (f) ADJ UNCH    2 0
 LH0508
 LH0508.Superseded values are not recommended for survey control.
 LH0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0508.See file dsdata.txt to determine how the superseded data were derived.
 LH0508
 LH0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL233023(NAD 83)
 LH0508_MARKER: DB = BENCH MARK DISK
 LH0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0508_STAMPING: S 288 1949
 LH0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0508+STABILITY: SURFACE MOTION
 LH0508
 LH0508  HISTORY     - Date     Condition        Report By
 LH0508  HISTORY     - 1949     MONUMENTED       CGS
 LH0508
 LH0508                          STATION DESCRIPTION
 LH0508
 LH0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0508'1.9 MI S FROM DENMAN.
 LH0508'1.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE ELEMENTARY SCHOOL
 LH0508'AT DENMAN, AT THE FARM HOME OF DEN KENEEDY, 0.1 MILE NORTH OF
 LH0508'THE HOUSE, 135.0 FEET NORTHEAST OF THE NORTHWEST CORNER OF AN
 LH0508'OLD CORNCRIB, 102 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 LH0508'ROAD, 11.4 FEET EAST OF A 24-INCH COTTONWOOD TREE, 38.0 FEET
 LH0508'SOUTHEAST OF AN IRRIGATION WELL, 5.0 FEET SOUTH OF A FENCE,
 LH0508'2.0 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 LH0508'5.5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0844 ***********************************************************************
 MK0844  DESIGNATION -  S 290
 MK0844  PID         -  MK0844
 MK0844  STATE/COUNTY-  NE/CASS
 MK0844  USGS QUAD   -  SPRINGFIELD (1975)
 MK0844
 MK0844                         *CURRENT SURVEY CONTROL
 MK0844  ___________________________________________________________________
 MK0844* NAD 83(1986)-  41 00 07.     (N)    096 14 59.     (W)     SCALED    
 MK0844* NAVD 88     -       323.840  (meters)    1062.47   (feet)  ADJUSTED  
 MK0844  ___________________________________________________________________
 MK0844  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 MK0844  DYNAMIC HT  -         323.708 (meters)    1062.03  (feet)  COMP
 MK0844  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 MK0844
 MK0844  VERT ORDER  -  SECOND    CLASS 0
 MK0844
 MK0844.The horizontal coordinates were scaled from a topographic map and have
 MK0844.an estimated accuracy of +/- 6 seconds.
 MK0844
 MK0844.The orthometric height was determined by differential leveling
 MK0844.and adjusted by the National Geodetic Survey in June 1991..
 MK0844
 MK0844.The geoid height was determined by GEOID03.
 MK0844
 MK0844.The dynamic height is computed by dividing the NAVD 88
 MK0844.geopotential number by the normal gravity value computed on the
 MK0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0844.degrees latitude (g = 980.6199 gals.).
 MK0844
 MK0844.The modeled gravity was interpolated from observed gravity values.
 MK0844
 MK0844;                    North         East    Units  Estimated Accuracy
 MK0844;SPC NE       -   136,590.      815,330.      MT  (+/- 180 meters Scaled)
 MK0844
 MK0844                          SUPERSEDED SURVEY CONTROL
 MK0844
 MK0844  NGVD 29 (??/??/92)  323.740  (m)         1062.14   (f) ADJ UNCH    2 0
 MK0844
 MK0844.Superseded values are not recommended for survey control.
 MK0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0844.See file dsdata.txt to determine how the superseded data were derived.
 MK0844
 MK0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL313426(NAD 83)
 MK0844_MARKER: DB = BENCH MARK DISK
 MK0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0844_STAMPING: S 290 1950
 MK0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0844+STABILITY: SURFACE MOTION
 MK0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0844+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 MK0844
 MK0844  HISTORY     - Date     Condition        Report By
 MK0844  HISTORY     - 1950     MONUMENTED       CGS
 MK0844  HISTORY     - 20051130 GOOD             INDIV
 MK0844
 MK0844                          STATION DESCRIPTION
 MK0844
 MK0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0844'AT SOUTH BEND.
 MK0844'AT SOUTH BEND, ALONG THE WEST EDGE OF THE SCHOOL YARD, 168 FEET
 MK0844'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 131
 MK0844'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 150
 MK0844'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH STREET, 1.4
 MK0844'FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A WITNESS POST, SET IN
 MK0844'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK0844
 MK0844                          STATION RECOVERY (2005)
 MK0844
 MK0844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KEC)
 MK0844'MONUMENT LOCATED 120 FEET NORTH OF CENTERLINE STATE HWY 66, 150 FEET
 MK0844'WEST OF CENTERLINE OF KANSAS STREET. SCHOOL YARD AND BUILDING
 MK0844'REFERENCED PRIOR NO LONGER EXIST. LAT/LONG N41-00-06 / W096-15-00 AS
 MK0844'OBSERVED BY HANDHELD PERSONAL GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0729 ***********************************************************************
 ML0729  DESIGNATION -  S 291
 ML0729  PID         -  ML0729
 ML0729  STATE/COUNTY-  NE/BUFFALO
 ML0729  USGS QUAD   -  HAZARD (1978)
 ML0729
 ML0729                         *CURRENT SURVEY CONTROL
 ML0729  ___________________________________________________________________
 ML0729* NAD 83(1986)-  41 02 39.     (N)    099 00 28.     (W)     SCALED    
 ML0729* NAVD 88     -       628.007  (meters)    2060.39   (feet)  ADJUSTED  
 ML0729  ___________________________________________________________________
 ML0729  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 ML0729  DYNAMIC HT  -         627.674 (meters)    2059.29  (feet)  COMP
 ML0729  MODELED GRAV-     980,072.9   (mgal)                       NAVD 88
 ML0729
 ML0729  VERT ORDER  -  SECOND    CLASS 0
 ML0729
 ML0729.The horizontal coordinates were scaled from a topographic map and have
 ML0729.an estimated accuracy of +/- 6 seconds.
 ML0729
 ML0729.The orthometric height was determined by differential leveling
 ML0729.and adjusted by the National Geodetic Survey in June 1991..
 ML0729
 ML0729.The geoid height was determined by GEOID03.
 ML0729
 ML0729.The dynamic height is computed by dividing the NAVD 88
 ML0729.geopotential number by the normal gravity value computed on the
 ML0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0729.degrees latitude (g = 980.6199 gals.).
 ML0729
 ML0729.The modeled gravity was interpolated from observed gravity values.
 ML0729
 ML0729;                    North         East    Units  Estimated Accuracy
 ML0729;SPC NE       -   134,910.      583,400.      MT  (+/- 180 meters Scaled)
 ML0729
 ML0729                          SUPERSEDED SURVEY CONTROL
 ML0729
 ML0729  NGVD 29 (??/??/92)  627.769  (m)         2059.61   (f) ADJ UNCH    2 0
 ML0729
 ML0729.Superseded values are not recommended for survey control.
 ML0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0729.See file dsdata.txt to determine how the superseded data were derived.
 ML0729
 ML0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML993436(NAD 83)
 ML0729_MARKER: DB = BENCH MARK DISK
 ML0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0729_STAMPING: S 291 1949
 ML0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0729+STABILITY: SURFACE MOTION
 ML0729
 ML0729  HISTORY     - Date     Condition        Report By
 ML0729  HISTORY     - 1949     MONUMENTED       CGS
 ML0729
 ML0729                          STATION DESCRIPTION
 ML0729
 ML0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 ML0729'AT SWEETWATER.
 ML0729'AT SWEETWATER, 175 FEET SOUTH OF THE CENTER LINE OF STATE
 ML0729'HIGHWAY NO. 2, 62 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 ML0729'SWEETWATER POST OFFICE, 23 FEET NORTHWEST OF THE NORTHWEST
 ML0729'CORNER OF THE TRUMAN MAUL RESIDENCE, 1 FOOT NORTH OF A CORNER
 ML0729'FENCE POST AT THE NORTHWEST CORNER OF THE YARD, SET IN THE TOP
 ML0729'OF A CONCRETE POST AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0632 ***********************************************************************
 LH0632  DESIGNATION -  S 292
 LH0632  PID         -  LH0632
 LH0632  STATE/COUNTY-  NE/BUFFALO
 LH0632  USGS QUAD   -  RIVERDALE (1962)
 LH0632
 LH0632                         *CURRENT SURVEY CONTROL
 LH0632  ___________________________________________________________________
 LH0632* NAD 83(1986)-  40 48 58.     (N)    099 14 07.     (W)     SCALED    
 LH0632* NAVD 88     -       677.612  (meters)    2223.13   (feet)  ADJUSTED  
 LH0632  ___________________________________________________________________
 LH0632  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 LH0632  DYNAMIC HT  -         677.227 (meters)    2221.87  (feet)  COMP
 LH0632  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 LH0632
 LH0632  VERT ORDER  -  SECOND    CLASS 0
 LH0632
 LH0632.The horizontal coordinates were scaled from a topographic map and have
 LH0632.an estimated accuracy of +/- 6 seconds.
 LH0632
 LH0632.The orthometric height was determined by differential leveling
 LH0632.and adjusted by the National Geodetic Survey in June 1991..
 LH0632
 LH0632.The geoid height was determined by GEOID03.
 LH0632
 LH0632.The dynamic height is computed by dividing the NAVD 88
 LH0632.geopotential number by the normal gravity value computed on the
 LH0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0632.degrees latitude (g = 980.6199 gals.).
 LH0632
 LH0632.The modeled gravity was interpolated from observed gravity values.
 LH0632
 LH0632;                    North         East    Units  Estimated Accuracy
 LH0632;SPC NE       -   109,400.      564,500.      MT  (+/- 180 meters Scaled)
 LH0632
 LH0632                          SUPERSEDED SURVEY CONTROL
 LH0632
 LH0632  NGVD 29 (??/??/92)  677.359  (m)         2222.30   (f) ADJ UNCH    2 0
 LH0632
 LH0632.Superseded values are not recommended for survey control.
 LH0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0632.See file dsdata.txt to determine how the superseded data were derived.
 LH0632
 LH0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML801183(NAD 83)
 LH0632_MARKER: DB = BENCH MARK DISK
 LH0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0632_STAMPING: S 292 1949
 LH0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0632+STABILITY: SURFACE MOTION
 LH0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0632+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 LH0632
 LH0632  HISTORY     - Date     Condition        Report By
 LH0632  HISTORY     - 1949     MONUMENTED       CGS
 LH0632  HISTORY     - 1983     GOOD             LOCSUR
 LH0632  HISTORY     - 19930726 MARK NOT FOUND   NGS
 LH0632
 LH0632                          STATION DESCRIPTION
 LH0632
 LH0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0632'2.3 MI SE FROM AMHERST.
 LH0632'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 40 FROM THE UNION
 LH0632'PACIFIC RAILROAD STATION AT AMHERST, AT THE CROSSING OF THE
 LH0632'RAILROAD, HIGHWAY AND A NORTH-SOUTH SECTION LINE ROAD, 45 FEET
 LH0632'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 44 FEET SOUTHWEST
 LH0632'OF THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF THE CENTER
 LH0632'LINE OF THE NORTH-SOUTH ROAD, 1.4 FEET WEST OF A CORNER FENCE
 LH0632'POST, 1.6 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 LH0632'CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2 FOOT
 LH0632'ABOVE THE GROUND.
 LH0632
 LH0632                          STATION RECOVERY (1983)
 LH0632
 LH0632'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0632'RECOVERED IN GOOD CONDITION.
 LH0632
 LH0632                          STATION RECOVERY (1993)
 LH0632
 LH0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JAO)
 LH0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0614 ***********************************************************************
 LH0614  DESIGNATION -  S 293
 LH0614  PID         -  LH0614
 LH0614  STATE/COUNTY-  NE/BUFFALO
 LH0614  USGS QUAD   -  PLEASANTON NW (1962)
 LH0614
 LH0614                         *CURRENT SURVEY CONTROL
 LH0614  ___________________________________________________________________
 LH0614* NAD 83(1986)-  40 58 29.     (N)    099 11 04.     (W)     SCALED    
 LH0614* NAVD 88     -       677.603  (meters)    2223.10   (feet)  ADJUSTED  
 LH0614  ___________________________________________________________________
 LH0614  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 LH0614  DYNAMIC HT  -         677.234 (meters)    2221.89  (feet)  COMP
 LH0614  MODELED GRAV-     980,057.3   (mgal)                       NAVD 88
 LH0614
 LH0614  VERT ORDER  -  SECOND    CLASS 0
 LH0614
 LH0614.The horizontal coordinates were scaled from a topographic map and have
 LH0614.an estimated accuracy of +/- 6 seconds.
 LH0614
 LH0614.The orthometric height was determined by differential leveling
 LH0614.and adjusted by the National Geodetic Survey in June 1991..
 LH0614
 LH0614.The geoid height was determined by GEOID03.
 LH0614
 LH0614.The dynamic height is computed by dividing the NAVD 88
 LH0614.geopotential number by the normal gravity value computed on the
 LH0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0614.degrees latitude (g = 980.6199 gals.).
 LH0614
 LH0614.The modeled gravity was interpolated from observed gravity values.
 LH0614
 LH0614;                    North         East    Units  Estimated Accuracy
 LH0614;SPC NE       -   127,050.      568,620.      MT  (+/- 180 meters Scaled)
 LH0614
 LH0614                          SUPERSEDED SURVEY CONTROL
 LH0614
 LH0614  NGVD 29 (??/??/92)  677.358  (m)         2222.30   (f) ADJ UNCH    2 0
 LH0614
 LH0614.Superseded values are not recommended for survey control.
 LH0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0614.See file dsdata.txt to determine how the superseded data were derived.
 LH0614
 LH0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML844359(NAD 83)
 LH0614_MARKER: DB = BENCH MARK DISK
 LH0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0614_STAMPING: S 293 1949
 LH0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0614+STABILITY: SURFACE MOTION
 LH0614
 LH0614  HISTORY     - Date     Condition        Report By
 LH0614  HISTORY     - 1949     MONUMENTED       CGS
 LH0614
 LH0614                          STATION DESCRIPTION
 LH0614
 LH0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LH0614'5.8 MI W FROM PLEASANTON.
 LH0614'0.7 MILE NORTH ALONG STATE HIGHWAY NO. 10 FROM THE BRIDGE OVER
 LH0614'THE SOUTH LOUP RIVER AT PLEASANTON, THENCE 5.1 MILES WEST ALONG
 LH0614'A COUNTY ROAD, AT A T-JUNCTION OF ROADS, 48 FEET NORTH OF THE
 LH0614'CENTER LINE OF THE EAST-WEST ROAD, 12 FEET NORTH OF A CORNER
 LH0614'FENCE POST, 7 FEET EAST OF THE CENTER LINE OF A FIELD ROAD
 LH0614'LEADING NORTH INTO A FIELD, 0.5 FOOT WEST OF A FENCE, AT THE
 LH0614'SUMMIT OF A HILL, 1.2 FEET SOUTH OF A REFERENCE POST, SET IN THE
 LH0614'TOP OF A CONCRETE POST AT A DEPTH OF 5 FEET AND PROJECTING 0.2
 LH0614'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0847 ***********************************************************************
 MK0847  DESIGNATION -  S 295
 MK0847  PID         -  MK0847
 MK0847  STATE/COUNTY-  NE/CASS
 MK0847  USGS QUAD   -  ASHLAND EAST (1983)
 MK0847
 MK0847                         *CURRENT SURVEY CONTROL
 MK0847  ___________________________________________________________________
 MK0847* NAD 83(1986)-  41 00 40.     (N)    096 17 41.     (W)     SCALED    
 MK0847* NAVD 88     -       331.478  (meters)    1087.52   (feet)  ADJUSTED  
 MK0847  ___________________________________________________________________
 MK0847  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 MK0847  DYNAMIC HT  -         331.342 (meters)    1087.08  (feet)  COMP
 MK0847  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 MK0847
 MK0847  VERT ORDER  -  SECOND    CLASS 0
 MK0847
 MK0847.The horizontal coordinates were scaled from a topographic map and have
 MK0847.an estimated accuracy of +/- 6 seconds.
 MK0847
 MK0847.The orthometric height was determined by differential leveling
 MK0847.and adjusted by the National Geodetic Survey in June 1991..
 MK0847
 MK0847.The geoid height was determined by GEOID03.
 MK0847
 MK0847.The dynamic height is computed by dividing the NAVD 88
 MK0847.geopotential number by the normal gravity value computed on the
 MK0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0847.degrees latitude (g = 980.6199 gals.).
 MK0847
 MK0847.The modeled gravity was interpolated from observed gravity values.
 MK0847
 MK0847;                    North         East    Units  Estimated Accuracy
 MK0847;SPC NE       -   137,440.      811,500.      MT  (+/- 180 meters Scaled)
 MK0847
 MK0847                          SUPERSEDED SURVEY CONTROL
 MK0847
 MK0847  NGVD 29 (??/??/92)  331.377  (m)         1087.19   (f) ADJ UNCH    2 0
 MK0847
 MK0847.Superseded values are not recommended for survey control.
 MK0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0847.See file dsdata.txt to determine how the superseded data were derived.
 MK0847
 MK0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL274435(NAD 83)
 MK0847_MARKER: DB = BENCH MARK DISK
 MK0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0847_STAMPING: S 295 1950
 MK0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0847+STABILITY: SURFACE MOTION
 MK0847
 MK0847  HISTORY     - Date     Condition        Report By
 MK0847  HISTORY     - 1950     MONUMENTED       CGS
 MK0847
 MK0847                          STATION DESCRIPTION
 MK0847
 MK0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0847'2.9 MI W FROM SOUTH BEND.
 MK0847'1.2 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT SOUTH
 MK0847'BEND, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.2
 MK0847'MILES WEST ALONG A GRAVELED ROAD, 0.15 MILE SOUTHEAST OF AN
 MK0847'ABANDONED FARMHOUSE, AT AN OLD FARMHOUSE SITE, ON THE OUTSIDE
 MK0847'OF A CURVE IN THE ROAD, 72 FEET SOUTH OF THE CENTER LINE OF THE
 MK0847'ROAD, 83 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 MK0847'13 FEET SOUTHWEST OF THE MOST WESTERLY ONE OF 3 LARGE TREES
 MK0847'WHICH ARE IN AN EAST AND WEST ROW, 2 FEET EAST OF A WITNESS
 MK0847'POST, 35 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MK0847'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS MARK IS
 MK0847'1.0 MILE SOUTHEAST OF BENCH MARK R 290.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0164 ***********************************************************************
 LG0164  DESIGNATION -  S 296
 LG0164  PID         -  LG0164
 LG0164  STATE/COUNTY-  NE/CASS
 LG0164  USGS QUAD   -  WEEPING WATER NE (1956)
 LG0164
 LG0164                         *CURRENT SURVEY CONTROL
 LG0164  ___________________________________________________________________
 LG0164* NAD 83(1986)-  40 58 15.     (N)    096 02 43.     (W)     SCALED    
 LG0164* NAVD 88     -       359.996  (meters)    1181.09   (feet)  ADJUSTED  
 LG0164  ___________________________________________________________________
 LG0164  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 LG0164  DYNAMIC HT  -         359.846 (meters)    1180.59  (feet)  COMP
 LG0164  MODELED GRAV-     980,195.5   (mgal)                       NAVD 88
 LG0164
 LG0164  VERT ORDER  -  SECOND    CLASS 0
 LG0164
 LG0164.The horizontal coordinates were scaled from a topographic map and have
 LG0164.an estimated accuracy of +/- 6 seconds.
 LG0164
 LG0164.The orthometric height was determined by differential leveling
 LG0164.and adjusted by the National Geodetic Survey in June 1991..
 LG0164
 LG0164.The geoid height was determined by GEOID03.
 LG0164
 LG0164.The dynamic height is computed by dividing the NAVD 88
 LG0164.geopotential number by the normal gravity value computed on the
 LG0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0164.degrees latitude (g = 980.6199 gals.).
 LG0164
 LG0164.The modeled gravity was interpolated from observed gravity values.
 LG0164
 LG0164;                    North         East    Units  Estimated Accuracy
 LG0164;SPC NE       -   133,900.      832,660.      MT  (+/- 180 meters Scaled)
 LG0164
 LG0164                          SUPERSEDED SURVEY CONTROL
 LG0164
 LG0164  NGVD 29 (??/??/92)  359.900  (m)         1180.77   (f) ADJ UNCH    2 0
 LG0164
 LG0164.Superseded values are not recommended for survey control.
 LG0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0164.See file dsdata.txt to determine how the superseded data were derived.
 LG0164
 LG0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL486397(NAD 83)
 LG0164_MARKER: DB = BENCH MARK DISK
 LG0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0164_STAMPING: S 296 1949
 LG0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0164+STABILITY: SURFACE MOTION
 LG0164
 LG0164  HISTORY     - Date     Condition        Report By
 LG0164  HISTORY     - 1949     MONUMENTED       CGS
 LG0164
 LG0164                          STATION DESCRIPTION
 LG0164
 LG0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LG0164'11 MI SW FROM PLATTSMOUTH.
 LG0164'0.1 MILE WEST ALONG THE MAIN STREET FROM THE COURTHOUSE AT
 LG0164'PLATTSMOUTH, THENCE 0.85 MILE SOUTH ALONG U.S. HIGHWAY 75-73
 LG0164'AND 34, THENCE 7.9 MILES WEST ALONG THE PLATTSMOUTH-LOUISVILLE
 LG0164'ROAD, THENCE 2.15 MILES SOUTH ALONG A GRADED GRAVELED ROAD,
 LG0164'0.15 MILE SOUTH OF A ROAD INTERSECTION, 66 YARDS (PACED)
 LG0164'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE,
 LG0164'46 YARDS (PACED) SOUTHEAST OF THE MOST SOUTHEASTERLY ONE OF
 LG0164'TWO LONE WILLOW TREES, 1.1 FEET NORTH OF A FENCE LINE, 1.1
 LG0164'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 LG0164'CONCRETE POST, PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1001 ***********************************************************************
 MK1001  DESIGNATION -  S 298
 MK1001  PID         -  MK1001
 MK1001  STATE/COUNTY-  NE/SAUNDERS
 MK1001  USGS QUAD   -  WAHOO EAST (1983)
 MK1001
 MK1001                         *CURRENT SURVEY CONTROL
 MK1001  ___________________________________________________________________
 MK1001* NAD 83(1986)-  41 12 50.     (N)    096 36 58.     (W)     SCALED    
 MK1001* NAVD 88     -       370.367  (meters)    1215.11   (feet)  ADJUSTED  
 MK1001  ___________________________________________________________________
 MK1001  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 MK1001  DYNAMIC HT  -         370.190 (meters)    1214.53  (feet)  COMP
 MK1001  MODELED GRAV-     980,137.3   (mgal)                       NAVD 88
 MK1001
 MK1001  VERT ORDER  -  SECOND    CLASS 0
 MK1001
 MK1001.The horizontal coordinates were scaled from a topographic map and have
 MK1001.an estimated accuracy of +/- 6 seconds.
 MK1001
 MK1001.The orthometric height was determined by differential leveling
 MK1001.and adjusted by the National Geodetic Survey in June 1991..
 MK1001
 MK1001.The geoid height was determined by GEOID03.
 MK1001
 MK1001.The dynamic height is computed by dividing the NAVD 88
 MK1001.geopotential number by the normal gravity value computed on the
 MK1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1001.degrees latitude (g = 980.6199 gals.).
 MK1001
 MK1001.The modeled gravity was interpolated from observed gravity values.
 MK1001
 MK1001;                    North         East    Units  Estimated Accuracy
 MK1001;SPC NE       -   158,830.      783,620.      MT  (+/- 180 meters Scaled)
 MK1001
 MK1001                          SUPERSEDED SURVEY CONTROL
 MK1001
 MK1001  NGVD 29 (??/??/92)  370.222  (m)         1214.64   (f) ADJ UNCH    2 0
 MK1001
 MK1001.Superseded values are not recommended for survey control.
 MK1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1001.See file dsdata.txt to determine how the superseded data were derived.
 MK1001
 MK1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL998652(NAD 83)
 MK1001_MARKER: DB = BENCH MARK DISK
 MK1001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1001_SP_SET: CONCRETE BASE
 MK1001_STAMPING: S 298 1950
 MK1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1001
 MK1001  HISTORY     - Date     Condition        Report By
 MK1001  HISTORY     - 1950     MONUMENTED       CGS
 MK1001
 MK1001                          STATION DESCRIPTION
 MK1001
 MK1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1001'AT WAHOO.
 MK1001'AT WAHOO, AT THE NORTH WARD 13 SCHOOL, 60 FEET NORTH OF THE NORTH
 MK1001'CURB OF EAST 9TH STREET, 42 FEET SOUTHEAST OF THE SOUTHWEST
 MK1001'CORNER OF THE SCHOOL BUILDING, 46 FEET SOUTHWEST OF THE CENTER
 MK1001'OF THE MAIN ENTRANCE TO THE SCHOOL, 1 FOOT ABOVE THE GROUND, SET
 MK1001'IN THE TOP OF THE SOUTHWEST CORNER OF THE BOTTOM STEP OF THE
 MK1001'CONCRETE FLAGPOLE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0748 ***********************************************************************
 MK0748  DESIGNATION -  S 299
 MK0748  PID         -  MK0748
 MK0748  STATE/COUNTY-  NE/SAUNDERS
 MK0748  USGS QUAD   -  MEAD (1981)
 MK0748
 MK0748                         *CURRENT SURVEY CONTROL
 MK0748  ___________________________________________________________________
 MK0748* NAD 83(1986)-  41 13 10.     (N)    096 24 44.     (W)     SCALED    
 MK0748* NAVD 88     -       375.649  (meters)    1232.44   (feet)  ADJUSTED  
 MK0748  ___________________________________________________________________
 MK0748  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 MK0748  DYNAMIC HT  -         375.478 (meters)    1231.88  (feet)  COMP
 MK0748  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 MK0748
 MK0748  VERT ORDER  -  SECOND    CLASS 0
 MK0748
 MK0748.The horizontal coordinates were scaled from a topographic map and have
 MK0748.an estimated accuracy of +/- 6 seconds.
 MK0748
 MK0748.The orthometric height was determined by differential leveling
 MK0748.and adjusted by the National Geodetic Survey in June 1991..
 MK0748
 MK0748.The geoid height was determined by GEOID03.
 MK0748
 MK0748.The dynamic height is computed by dividing the NAVD 88
 MK0748.geopotential number by the normal gravity value computed on the
 MK0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0748.degrees latitude (g = 980.6199 gals.).
 MK0748
 MK0748.The modeled gravity was interpolated from observed gravity values.
 MK0748
 MK0748;                    North         East    Units  Estimated Accuracy
 MK0748;SPC NE       -   160,130.      800,670.      MT  (+/- 180 meters Scaled)
 MK0748
 MK0748                          SUPERSEDED SURVEY CONTROL
 MK0748
 MK0748  NGVD 29 (??/??/92)  375.514  (m)         1232.00   (f) ADJ UNCH    2 0
 MK0748
 MK0748.Superseded values are not recommended for survey control.
 MK0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0748.See file dsdata.txt to determine how the superseded data were derived.
 MK0748
 MK0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL169663(NAD 83)
 MK0748_MARKER: DB = BENCH MARK DISK
 MK0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0748_STAMPING: S 299 1950
 MK0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0748+STABILITY: SURFACE MOTION
 MK0748
 MK0748  HISTORY     - Date     Condition        Report By
 MK0748  HISTORY     - 1950     MONUMENTED       CGS
 MK0748
 MK0748                          STATION DESCRIPTION
 MK0748
 MK0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0748'2.3 MI SW FROM YUTAN.
 MK0748'1.5 MILES SOUTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0748'YUTAN, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD, AT THE SOUTH
 MK0748'GATE OF A CEMETERY, 31 FEET NORTH OF THE CENTER LINE OF THE
 MK0748'ROAD, 13 FEET WEST OF THE CENTER OF THE CEMETERY GATE, 1.0 FOOT
 MK0748'NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 MK0748'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0016 ***********************************************************************
 NP0016  DESIGNATION -  S 3
 NP0016  PID         -  NP0016
 NP0016  STATE/COUNTY-  NE/SHERIDAN
 NP0016  USGS QUAD   -  GORDON (1969)
 NP0016
 NP0016                         *CURRENT SURVEY CONTROL
 NP0016  ___________________________________________________________________
 NP0016* NAD 83(1986)-  42 48 11.     (N)    102 12 08.     (W)     SCALED    
 NP0016* NAVD 88     -      1083.707  (meters)    3555.46   (feet)  POSTED    
 NP0016  ___________________________________________________________________
 NP0016  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 NP0016  DYNAMIC HT  -        1083.190 (meters)    3553.77  (feet)  COMP
 NP0016  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 NP0016
 NP0016  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NP0016
 NP0016.The horizontal coordinates were scaled from a topographic map and have
 NP0016.an estimated accuracy of +/- 6 seconds.
 NP0016
 NP0016.The orthometric height was determined by differential leveling
 NP0016.and adjusted by the National Geodetic Survey in 1992..
 NP0016.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NP0016.rate of 3.1 thru 4.0 mm/km.
 NP0016
 NP0016.The geoid height was determined by GEOID03.
 NP0016
 NP0016.The dynamic height is computed by dividing the NAVD 88
 NP0016.geopotential number by the normal gravity value computed on the
 NP0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0016.degrees latitude (g = 980.6199 gals.).
 NP0016
 NP0016.The modeled gravity was interpolated from observed gravity values.
 NP0016
 NP0016;                    North         East    Units  Estimated Accuracy
 NP0016;SPC NE       -   332,040.      319,890.      MT  (+/- 180 meters Scaled)
 NP0016
 NP0016                          SUPERSEDED SURVEY CONTROL
 NP0016
 NP0016.No superseded survey control is available for this station.
 NP0016
 NP0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH287427(NAD 83)
 NP0016_MARKER: H = DRILL HOLE
 NP0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0016_SP_SET: LIMESTONE POST
 NP0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0016+STABILITY: SURFACE MOTION
 NP0016
 NP0016  HISTORY     - Date     Condition        Report By
 NP0016  HISTORY     - UNK      MONUMENTED       CGS
 NP0016  HISTORY     - 1957     MARK NOT FOUND   NGS
 NP0016  HISTORY     - 19980621 MARK NOT FOUND   LOCENG
 NP0016
 NP0016                          STATION DESCRIPTION
 NP0016
 NP0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0016'AT GORDON.
 NP0016'AT GORDON, SHERIDAN COUNTY, AT THE CHICAGO AND NORTH WESTERN
 NP0016'RAILWAY STATION, NEAR THE SOUTHWEST CORNER OF THE PARK AT THE
 NP0016'EAST END OF THE STATION, 21 FEET FROM THE SOUTHEAST CORNER OF
 NP0016'THE STATION, NEAR THE INTERSECTION OF THE SOUTH AND EAST PLATFORMS,
 NP0016'AND 14 FEET NORTH OF THE NORTH RAIL.  THE BOTTOM OF A SQUARE HOLE
 NP0016'SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE POST.
 NP0016
 NP0016                          STATION RECOVERY (1998)
 NP0016
 NP0016'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (JFP)
 NP0016'SEARCHED FOR, BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0684 ***********************************************************************
 MK0684  DESIGNATION -  S 300
 MK0684  PID         -  MK0684
 MK0684  STATE/COUNTY-  NE/SARPY
 MK0684  USGS QUAD   -  GRETNA (1984)
 MK0684
 MK0684                         *CURRENT SURVEY CONTROL
 MK0684  ___________________________________________________________________
 MK0684* NAD 83(1986)-  41 09 04.     (N)    096 14 02.     (W)     SCALED    
 MK0684* NAVD 88     -       376.475  (meters)    1235.15   (feet)  ADJUSTED  
 MK0684  ___________________________________________________________________
 MK0684  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 MK0684  DYNAMIC HT  -         376.316 (meters)    1234.63  (feet)  COMP
 MK0684  MODELED GRAV-     980,191.4   (mgal)                       NAVD 88
 MK0684
 MK0684  VERT ORDER  -  SECOND    CLASS 0
 MK0684
 MK0684.The horizontal coordinates were scaled from a topographic map and have
 MK0684.an estimated accuracy of +/- 6 seconds.
 MK0684
 MK0684.The orthometric height was determined by differential leveling
 MK0684.and adjusted by the National Geodetic Survey in June 1991..
 MK0684
 MK0684.The geoid height was determined by GEOID03.
 MK0684
 MK0684.The dynamic height is computed by dividing the NAVD 88
 MK0684.geopotential number by the normal gravity value computed on the
 MK0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0684.degrees latitude (g = 980.6199 gals.).
 MK0684
 MK0684.The modeled gravity was interpolated from observed gravity values.
 MK0684
 MK0684;                    North         East    Units  Estimated Accuracy
 MK0684;SPC NE       -   153,190.      815,940.      MT  (+/- 180 meters Scaled)
 MK0684
 MK0684                          SUPERSEDED SURVEY CONTROL
 MK0684
 MK0684  NGVD 29 (??/??/92)  376.363  (m)         1234.78   (f) ADJ UNCH    2 0
 MK0684
 MK0684.Superseded values are not recommended for survey control.
 MK0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0684.See file dsdata.txt to determine how the superseded data were derived.
 MK0684
 MK0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL321592(NAD 83)
 MK0684_MARKER: DB = BENCH MARK DISK
 MK0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0684_STAMPING: S 300 1950
 MK0684_MARK LOGO: CGS   
 MK0684_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0684+STABILITY: SURFACE MOTION
 MK0684
 MK0684  HISTORY     - Date     Condition        Report By
 MK0684  HISTORY     - 1950     MONUMENTED       CGS
 MK0684  HISTORY     - 19930325 GOOD             LOCENG
 MK0684
 MK0684                          STATION DESCRIPTION
 MK0684
 MK0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0684'1 MI NE FROM GRETNA.
 MK0684'1.0 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0684'RAILROAD FROM THE STATION AT GRETNA, 180 FEET SOUTH OF THE SOUTHWEST
 MK0684'CORNER OF A FARMHOUSE, 34 FEET EAST OF THE CENTER LINE OF A NORTH
 MK0684'AND SOUTH ROAD, 49 FEET NORTHWEST OF THE NORTHWEST RAIL, 71 FEET
 MK0684'NORTHEAST OF THE CENTER OF A GATE, 1.0 FOOT NORTHWEST OF THE
 MK0684'RIGHT OF WAY FENCE, 2.5 FEET NORTHEAST OF A WITNESS POST, SET IN
 MK0684'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 MK0684'GROUND.
 MK0684
 MK0684                          STATION RECOVERY (1993)
 MK0684
 MK0684'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (TT)
 MK0684'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0670 ***********************************************************************
 MK0670  DESIGNATION -  S 302
 MK0670  PID         -  MK0670
 MK0670  STATE/COUNTY-  NE/SARPY
 MK0670  USGS QUAD   -  RALSTON (1984)
 MK0670
 MK0670                         *CURRENT SURVEY CONTROL
 MK0670  ___________________________________________________________________
 MK0670* NAD 83(1986)-  41 11 16.     (N)    096 03 44.     (W)     SCALED    
 MK0670* NAVD 88     -       348.096  (meters)    1142.05   (feet)  ADJUSTED  
 MK0670  ___________________________________________________________________
 MK0670  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 MK0670  DYNAMIC HT  -         347.951 (meters)    1141.57  (feet)  COMP
 MK0670  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 MK0670
 MK0670  VERT ORDER  -  SECOND    CLASS 0
 MK0670
 MK0670.The horizontal coordinates were scaled from a topographic map and have
 MK0670.an estimated accuracy of +/- 6 seconds.
 MK0670
 MK0670.The orthometric height was determined by differential leveling
 MK0670.and adjusted by the National Geodetic Survey in June 1991..
 MK0670
 MK0670.The geoid height was determined by GEOID03.
 MK0670
 MK0670.The dynamic height is computed by dividing the NAVD 88
 MK0670.geopotential number by the normal gravity value computed on the
 MK0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0670.degrees latitude (g = 980.6199 gals.).
 MK0670
 MK0670.The modeled gravity was interpolated from observed gravity values.
 MK0670
 MK0670;                    North         East    Units  Estimated Accuracy
 MK0670;SPC NE       -   157,900.      830,140.      MT  (+/- 180 meters Scaled)
 MK0670
 MK0670                          SUPERSEDED SURVEY CONTROL
 MK0670
 MK0670  NGVD 29 (??/??/92)  347.978  (m)         1141.66   (f) ADJ UNCH    2 0
 MK0670
 MK0670.Superseded values are not recommended for survey control.
 MK0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0670.See file dsdata.txt to determine how the superseded data were derived.
 MK0670
 MK0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL463637(NAD 83)
 MK0670_MARKER: DB = BENCH MARK DISK
 MK0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0670_STAMPING: S 302 1950
 MK0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0670+STABILITY: SURFACE MOTION
 MK0670
 MK0670  HISTORY     - Date     Condition        Report By
 MK0670  HISTORY     - 1950     MONUMENTED       CGS
 MK0670
 MK0670                          STATION DESCRIPTION
 MK0670
 MK0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0670'1.9 MI SW FROM RALSTON.
 MK0670'1.9 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MK0670'RAILROAD FROM THE STATION AT RALSTON, AT A ROAD CROSSING, ON THE
 MK0670'NORTHEAST SLOPE OF A SMALL HILL, 179 FEET SOUTHWEST OF THE CENTER
 MK0670'LINE OF A ROAD, 71 FEET SOUTHEAST OF THE SOUTH RAIL OF THE NORTH
 MK0670'TRACK, 14 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT SOUTH OF THE
 MK0670'RIGHT OF WAY FENCE, 1.7 FEET NORTHEAST OF A WITNESS POST, SET IN
 MK0670'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MK0670'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0566 ***********************************************************************
 MK0566  DESIGNATION -  S 303
 MK0566  PID         -  MK0566
 MK0566  STATE/COUNTY-  NE/DOUGLAS
 MK0566  USGS QUAD   -  ELKHORN (1983)
 MK0566
 MK0566                         *CURRENT SURVEY CONTROL
 MK0566  ___________________________________________________________________
 MK0566* NAD 83(1986)-  41 16 57.     (N)    096 14 22.     (W)     SCALED    
 MK0566* NAVD 88     -       354.836  (meters)    1164.16   (feet)  ADJUSTED  
 MK0566  ___________________________________________________________________
 MK0566  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 MK0566  DYNAMIC HT  -         354.675 (meters)    1163.63  (feet)  COMP
 MK0566  MODELED GRAV-     980,158.8   (mgal)                       NAVD 88
 MK0566
 MK0566  VERT ORDER  -  SECOND    CLASS 0
 MK0566
 MK0566.The horizontal coordinates were scaled from a topographic map and have
 MK0566.an estimated accuracy of +/- 6 seconds.
 MK0566
 MK0566.The orthometric height was determined by differential leveling
 MK0566.and adjusted by the National Geodetic Survey in June 1991..
 MK0566
 MK0566.The geoid height was determined by GEOID03.
 MK0566
 MK0566.The dynamic height is computed by dividing the NAVD 88
 MK0566.geopotential number by the normal gravity value computed on the
 MK0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0566.degrees latitude (g = 980.6199 gals.).
 MK0566
 MK0566.The modeled gravity was interpolated from observed gravity values.
 MK0566
 MK0566;                    North         East    Units  Estimated Accuracy
 MK0566;SPC NE       -   167,740.      814,840.      MT  (+/- 180 meters Scaled)
 MK0566
 MK0566                          SUPERSEDED SURVEY CONTROL
 MK0566
 MK0566  NGVD 29 (??/??/92)  354.704  (m)         1163.72   (f) ADJ UNCH    2 0
 MK0566
 MK0566.Superseded values are not recommended for survey control.
 MK0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0566.See file dsdata.txt to determine how the superseded data were derived.
 MK0566
 MK0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL311737(NAD 83)
 MK0566_MARKER: DB = BENCH MARK DISK
 MK0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0566_SP_SET: BRIDGE
 MK0566_STAMPING: S 303 1950
 MK0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0566
 MK0566  HISTORY     - Date     Condition        Report By
 MK0566  HISTORY     - 1950     MONUMENTED       CGS
 MK0566  HISTORY     - 1976     GOOD             LOCSUR
 MK0566
 MK0566                          STATION DESCRIPTION
 MK0566
 MK0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0566'AT ELKHORN.
 MK0566'AT ELKHORN, 0.1 MILE WEST OF THE UNION PACIFIC RAILROAD STATION,
 MK0566'9 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF TRACKS OF THE
 MK0566'UNION PACIFIC RAILROAD, 4 FEET BELOW THE TOP OF THE RAILS, SET
 MK0566'IN THE TOP OF THE SOUTH END OF THE EAST BRIDGE SEAT OF BRIDGE
 MK0566'21.90.
 MK0566
 MK0566                          STATION RECOVERY (1976)
 MK0566
 MK0566'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 MK0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1000 ***********************************************************************
 MK1000  DESIGNATION -  S 304
 MK1000  PID         -  MK1000
 MK1000  STATE/COUNTY-  NE/SAUNDERS
 MK1000  USGS QUAD   -  FREMONT WEST (1983)
 MK1000
 MK1000                         *CURRENT SURVEY CONTROL
 MK1000  ___________________________________________________________________
 MK1000* NAD 83(1986)-  41 23 40.     (N)    096 30 07.     (W)     SCALED    
 MK1000* NAVD 88     -       379.740  (meters)    1245.86   (feet)  ADJUSTED  
 MK1000  ___________________________________________________________________
 MK1000  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 MK1000  DYNAMIC HT  -         379.565 (meters)    1245.29  (feet)  COMP
 MK1000  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 MK1000
 MK1000  VERT ORDER  -  SECOND    CLASS 0
 MK1000
 MK1000.The horizontal coordinates were scaled from a topographic map and have
 MK1000.an estimated accuracy of +/- 6 seconds.
 MK1000
 MK1000.The orthometric height was determined by differential leveling
 MK1000.and adjusted by the National Geodetic Survey in June 1991..
 MK1000
 MK1000.The geoid height was determined by GEOID03.
 MK1000
 MK1000.The dynamic height is computed by dividing the NAVD 88
 MK1000.geopotential number by the normal gravity value computed on the
 MK1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1000.degrees latitude (g = 980.6199 gals.).
 MK1000
 MK1000.The modeled gravity was interpolated from observed gravity values.
 MK1000
 MK1000;                    North         East    Units  Estimated Accuracy
 MK1000;SPC NE       -   179,240.      792,370.      MT  (+/- 180 meters Scaled)
 MK1000
 MK1000                          SUPERSEDED SURVEY CONTROL
 MK1000
 MK1000  NGVD 29 (??/??/92)  379.590  (m)         1245.37   (f) ADJ UNCH    2 0
 MK1000
 MK1000.Superseded values are not recommended for survey control.
 MK1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1000.See file dsdata.txt to determine how the superseded data were derived.
 MK1000
 MK1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL088855(NAD 83)
 MK1000_MARKER: DB = BENCH MARK DISK
 MK1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1000_STAMPING: S 304 1950
 MK1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1000+STABILITY: SURFACE MOTION
 MK1000
 MK1000  HISTORY     - Date     Condition        Report By
 MK1000  HISTORY     - 1950     MONUMENTED       CGS
 MK1000
 MK1000                          STATION DESCRIPTION
 MK1000
 MK1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1000'2.9 MI S FROM FREMONT.
 MK1000'2.9 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 MK1000'FREMONT, AT A JUNCTION WITH STATE HIGHWAY 109, 99 FEET EAST OF
 MK1000'THE CENTER LINE OF U.S. HIGHWAY 77, 148 YARDS NORTH OF THE
 MK1000'EXTENDED CENTER LINE OF STATE HIGHWAY 109, 4.8 FEET SOUTH OF A
 MK1000'POWER POLE, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MK1000'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0390 ***********************************************************************
 ML0390  DESIGNATION -  S 306
 ML0390  PID         -  ML0390
 ML0390  STATE/COUNTY-  NE/SHERMAN
 ML0390  USGS QUAD   -  RAVENNA (1953)
 ML0390
 ML0390                         *CURRENT SURVEY CONTROL
 ML0390  ___________________________________________________________________
 ML0390* NAD 83(1986)-  41 03 41.     (N)    098 54 03.     (W)     SCALED    
 ML0390* NAVD 88     -       634.437  (meters)    2081.48   (feet)  ADJUSTED  
 ML0390  ___________________________________________________________________
 ML0390  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ML0390  DYNAMIC HT  -         634.101 (meters)    2080.38  (feet)  COMP
 ML0390  MODELED GRAV-     980,074.4   (mgal)                       NAVD 88
 ML0390
 ML0390  VERT ORDER  -  SECOND    CLASS 0
 ML0390
 ML0390.The horizontal coordinates were scaled from a topographic map and have
 ML0390.an estimated accuracy of +/- 6 seconds.
 ML0390
 ML0390.The orthometric height was determined by differential leveling
 ML0390.and adjusted by the National Geodetic Survey in June 1991..
 ML0390
 ML0390.The geoid height was determined by GEOID03.
 ML0390
 ML0390.The dynamic height is computed by dividing the NAVD 88
 ML0390.geopotential number by the normal gravity value computed on the
 ML0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0390.degrees latitude (g = 980.6199 gals.).
 ML0390
 ML0390.The modeled gravity was interpolated from observed gravity values.
 ML0390
 ML0390;                    North         East    Units  Estimated Accuracy
 ML0390;SPC NE       -   136,930.      592,360.      MT  (+/- 180 meters Scaled)
 ML0390
 ML0390                          SUPERSEDED SURVEY CONTROL
 ML0390
 ML0390  NGVD 29 (??/??/92)  634.192  (m)         2080.68   (f) ADJ UNCH    2 0
 ML0390
 ML0390.Superseded values are not recommended for survey control.
 ML0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0390.See file dsdata.txt to determine how the superseded data were derived.
 ML0390
 ML0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL083455(NAD 83)
 ML0390_MARKER: DB = BENCH MARK DISK
 ML0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0390_STAMPING: S 306 1950
 ML0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0390+STABILITY: SURFACE MOTION
 ML0390
 ML0390  HISTORY     - Date     Condition        Report By
 ML0390  HISTORY     - 1950     MONUMENTED       CGS
 ML0390  HISTORY     - 19950606 MARK NOT FOUND   NGS
 ML0390
 ML0390                          STATION DESCRIPTION
 ML0390
 ML0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0390'3 MI N FROM RAVENNA.
 ML0390'3.0 MILES NORTH ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AT
 ML0390'RAVENNA, AT A ROAD INTERSECTION, 73 FEET WEST OF THE CENTER LINE
 ML0390'OF THE HIGHWAY, 23 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 ML0390'WEST ROAD, 7 FEET NORTHWEST OF THE MOST SOUTHERLY ONE OF TWO
 ML0390'POWER POLES, 5 FEET SOUTHWEST OF THE MOST NORTHERLY POWER POLE,
 ML0390'1 FOOT NORTH OF A FENCE, 2.2 FEET EAST OF A WITNESS POST, SET
 ML0390'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 ML0390'THE GROUND.
 ML0390
 ML0390                          STATION RECOVERY (1995)
 ML0390
 ML0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JO)
 ML0390'SEARCHED FOR BUT COULD NOT LOCATE, TIES FALL IN DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1611 ***********************************************************************
 MK1611  DESIGNATION -  S 307
 MK1611  PID         -  MK1611
 MK1611  STATE/COUNTY-  NE/NANCE
 MK1611  USGS QUAD   -  FULLERTON (1958)
 MK1611
 MK1611                         *CURRENT SURVEY CONTROL
 MK1611  ___________________________________________________________________
 MK1611* NAD 83(1986)-  41 21 55.     (N)    097 55 37.     (W)     SCALED    
 MK1611* NAVD 88     -       491.478  (meters)    1612.46   (feet)  ADJUSTED  
 MK1611  ___________________________________________________________________
 MK1611  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 MK1611  DYNAMIC HT  -         491.251 (meters)    1611.71  (feet)  COMP
 MK1611  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 MK1611
 MK1611  VERT ORDER  -  SECOND    CLASS 0
 MK1611
 MK1611.The horizontal coordinates were scaled from a topographic map and have
 MK1611.an estimated accuracy of +/- 6 seconds.
 MK1611
 MK1611.The orthometric height was determined by differential leveling
 MK1611.and adjusted by the National Geodetic Survey in June 1991..
 MK1611
 MK1611.The geoid height was determined by GEOID03.
 MK1611
 MK1611.The dynamic height is computed by dividing the NAVD 88
 MK1611.geopotential number by the normal gravity value computed on the
 MK1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1611.degrees latitude (g = 980.6199 gals.).
 MK1611
 MK1611.The modeled gravity was interpolated from observed gravity values.
 MK1611
 MK1611;                    North         East    Units  Estimated Accuracy
 MK1611;SPC NE       -   172,160.      673,380.      MT  (+/- 180 meters Scaled)
 MK1611
 MK1611                          SUPERSEDED SURVEY CONTROL
 MK1611
 MK1611  NGVD 29 (??/??/92)  491.261  (m)         1611.75   (f) ADJ UNCH    2 0
 MK1611
 MK1611.Superseded values are not recommended for survey control.
 MK1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1611.See file dsdata.txt to determine how the superseded data were derived.
 MK1611
 MK1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL897798(NAD 83)
 MK1611_MARKER: DB = BENCH MARK DISK
 MK1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1611_STAMPING: S 307 1950
 MK1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1611+STABILITY: SURFACE MOTION
 MK1611
 MK1611  HISTORY     - Date     Condition        Report By
 MK1611  HISTORY     - 1950     MONUMENTED       CGS
 MK1611
 MK1611                          STATION DESCRIPTION
 MK1611
 MK1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1611'5.4 MI E FROM FULLERTON.
 MK1611'1.7 MILES SOUTH ALONG STATE 14 FROM THE POST OFFICE AT FULLERTON
 MK1611'THENCE 2.2 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 MK1611'NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A SAND
 MK1611'ROAD, AT THE FLIGHT AIRPORT, 4 FEET WEST OF THE SOUTHWEST CORNER
 MK1611'OF AN OLD FARMHOUSE, 1.5 FEET SOUTHWEST OF A WITNESS POST, IN
 MK1611'A GROVE OF TREES, SET IN THE TOP OF A CONCRETE POST WHICH
 MK1611'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1589 ***********************************************************************
 MK1589  DESIGNATION -  S 308
 MK1589  PID         -  MK1589
 MK1589  STATE/COUNTY-  NE/NANCE
 MK1589  USGS QUAD   -  GENOA (1958)
 MK1589
 MK1589                         *CURRENT SURVEY CONTROL
 MK1589  ___________________________________________________________________
 MK1589* NAD 83(1986)-  41 26 55.     (N)    097 43 30.     (W)     SCALED    
 MK1589* NAVD 88     -       483.463  (meters)    1586.16   (feet)  ADJUSTED  
 MK1589  ___________________________________________________________________
 MK1589  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 MK1589  DYNAMIC HT  -         483.239 (meters)    1585.43  (feet)  COMP
 MK1589  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 MK1589
 MK1589  VERT ORDER  -  SECOND    CLASS 0
 MK1589
 MK1589.The horizontal coordinates were scaled from a topographic map and have
 MK1589.an estimated accuracy of +/- 6 seconds.
 MK1589
 MK1589.The orthometric height was determined by differential leveling
 MK1589.and adjusted by the National Geodetic Survey in June 1991..
 MK1589
 MK1589.The geoid height was determined by GEOID03.
 MK1589
 MK1589.The dynamic height is computed by dividing the NAVD 88
 MK1589.geopotential number by the normal gravity value computed on the
 MK1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1589.degrees latitude (g = 980.6199 gals.).
 MK1589
 MK1589.The modeled gravity was interpolated from observed gravity values.
 MK1589
 MK1589;                    North         East    Units  Estimated Accuracy
 MK1589;SPC NE       -   181,840.      690,020.      MT  (+/- 180 meters Scaled)
 MK1589
 MK1589                          SUPERSEDED SURVEY CONTROL
 MK1589
 MK1589  NGVD 29 (??/??/92)  483.256  (m)         1585.48   (f) ADJ UNCH    2 0
 MK1589
 MK1589.Superseded values are not recommended for survey control.
 MK1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1589.See file dsdata.txt to determine how the superseded data were derived.
 MK1589
 MK1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL065893(NAD 83)
 MK1589_MARKER: DB = BENCH MARK DISK
 MK1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1589_STAMPING: S 308 1950
 MK1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1589+STABILITY: SURFACE MOTION
 MK1589
 MK1589  HISTORY     - Date     Condition        Report By
 MK1589  HISTORY     - 1950     MONUMENTED       CGS
 MK1589  HISTORY     - 1957     MARK NOT FOUND   USGS
 MK1589
 MK1589                          STATION DESCRIPTION
 MK1589
 MK1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1589'AT GENOA.
 MK1589'AT GENOA, 0.3 MILE EAST OF THE POST OFFICE, AT THE WEST OR
 MK1589'MAIN ENTRANCE TO THE GENOA STATE FARM, 177 FEET EAST OF THE
 MK1589'CENTER LINE OF STATE HIGHWAYS 22 AND 56, 44 FEET NORTH OF THE
 MK1589'CENTER OF A GATE, 16 FEET SOUTH OF THE CENTER OF A SIDEWALK
 MK1589'GATE, 1.8 FEET NORTH OF THE NORTH CURB OF THE STREET, SET IN
 MK1589'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 MK1589
 MK1589                          STATION RECOVERY (1957)
 MK1589
 MK1589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MK1589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1422 ***********************************************************************
 MK1422  DESIGNATION -  S 309
 MK1422  PID         -  MK1422
 MK1422  STATE/COUNTY-  NE/MERRICK
 MK1422  USGS QUAD   -  SILVER CREEK (1958)
 MK1422
 MK1422                         *CURRENT SURVEY CONTROL
 MK1422  ___________________________________________________________________
 MK1422* NAD 83(1986)-  41 22 13.     (N)    097 41 38.     (W)     SCALED    
 MK1422* NAVD 88     -       479.842  (meters)    1574.28   (feet)  ADJUSTED  
 MK1422  ___________________________________________________________________
 MK1422  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 MK1422  DYNAMIC HT  -         479.620 (meters)    1573.55  (feet)  COMP
 MK1422  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 MK1422
 MK1422  VERT ORDER  -  SECOND    CLASS 0
 MK1422
 MK1422.The horizontal coordinates were scaled from a topographic map and have
 MK1422.an estimated accuracy of +/- 6 seconds.
 MK1422
 MK1422.The orthometric height was determined by differential leveling
 MK1422.and adjusted by the National Geodetic Survey in June 1991..
 MK1422
 MK1422.The geoid height was determined by GEOID03.
 MK1422
 MK1422.The dynamic height is computed by dividing the NAVD 88
 MK1422.geopotential number by the normal gravity value computed on the
 MK1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1422.degrees latitude (g = 980.6199 gals.).
 MK1422
 MK1422.The modeled gravity was interpolated from observed gravity values.
 MK1422
 MK1422;                    North         East    Units  Estimated Accuracy
 MK1422;SPC NE       -   173,210.      692,850.      MT  (+/- 180 meters Scaled)
 MK1422
 MK1422                          SUPERSEDED SURVEY CONTROL
 MK1422
 MK1422  NGVD 29 (??/??/92)  479.638  (m)         1573.61   (f) ADJ UNCH    2 0
 MK1422
 MK1422.Superseded values are not recommended for survey control.
 MK1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1422.See file dsdata.txt to determine how the superseded data were derived.
 MK1422
 MK1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL092806(NAD 83)
 MK1422_MARKER: DB = BENCH MARK DISK
 MK1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1422_STAMPING: S 309 1950
 MK1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1422+STABILITY: SURFACE MOTION
 MK1422
 MK1422  HISTORY     - Date     Condition        Report By
 MK1422  HISTORY     - 1950     MONUMENTED       CGS
 MK1422
 MK1422                          STATION DESCRIPTION
 MK1422
 MK1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1422'5.5 MI NW FROM SILVER CREEK.
 MK1422'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1422'AT SILVER CREEK, THENCE 1.6 MILES WEST ALONG A GRAVELED ROAD,
 MK1422'THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE 3.3 MILES
 MK1422'NORTH ALONG STATE HIGHWAY 39, 0.3 MILE NORTH OF A ROAD INTERSECTION,
 MK1422'252 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, ALONG
 MK1422'THE WEST SIDE OF A NORTH AND SOUTH WINDBREAK, 63 FEET SOUTHEAST OF
 MK1422'TELEPHONE POLE 4, 28 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MK1422'2 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN
 MK1422'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MK1422'GROUND.  THIS MARK IS 0.9 MILE SOUTH OF BENCH MARK M 309.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1423 ***********************************************************************
 MK1423  DESIGNATION -  S 309 RESET
 MK1423  PID         -  MK1423
 MK1423  STATE/COUNTY-  NE/MERRICK
 MK1423  USGS QUAD   -  SILVER CREEK (1958)
 MK1423
 MK1423                         *CURRENT SURVEY CONTROL
 MK1423  ___________________________________________________________________
 MK1423* NAD 83(1986)-  41 22 14.     (N)    097 41 38.     (W)     SCALED    
 MK1423* NAVD 88     -       479.51   (meters)    1573.2    (feet)  RESET     
 MK1423  ___________________________________________________________________
 MK1423  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 MK1423
 MK1423  VERT ORDER  -  THIRD
 MK1423
 MK1423.The horizontal coordinates were scaled from a topographic map and have
 MK1423.an estimated accuracy of +/- 6 seconds.
 MK1423
 MK1423.The orthometric height was computed from unverified reset data.
 MK1423
 MK1423.The geoid height was determined by GEOID03.
 MK1423
 MK1423;                    North         East    Units  Estimated Accuracy
 MK1423;SPC NE       -   173,240.      692,850.      MT  (+/- 180 meters Scaled)
 MK1423
 MK1423                          SUPERSEDED SURVEY CONTROL
 MK1423
 MK1423  NGVD 29 (??/??/??)  479.31   (m)         1572.5    (f) RESET       3  
 MK1423
 MK1423.Superseded values are not recommended for survey control.
 MK1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1423.See file dsdata.txt to determine how the superseded data were derived.
 MK1423
 MK1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL092807(NAD 83)
 MK1423_MARKER: DB = BENCH MARK DISK
 MK1423_SETTING: 0 = UNSPECIFIED SETTING
 MK1423_STAMPING: S 309 1950 RESET 1960
 MK1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1423
 MK1423  HISTORY     - Date     Condition        Report By
 MK1423  HISTORY     - 1960     MONUMENTED       CGS
 MK1423
 MK1423                          STATION DESCRIPTION
 MK1423
 MK1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MK1423'0.1 MI NW FROM SILVER CREEK.
 MK1423'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 MK1423'AT SILVER CREEK, THENCE 1.6 MILES WEST ALONG A GRAVEL ROAD, THENCE
 MK1423'0.5 MILE NORTH ALONG A GRAVEL ROAD, THENCE 3.3 MILES NORTH ALONG
 MK1423'STATE HIGHWAY 39, 0.3 MILE NORTH OF A ROAD INTERSECTION, 100
 MK1423'YARDS NORTH OF AN EAST-WEST ROW OF CEDAR TREES, 109 FEET EAST
 MK1423'OF THE CENTER OF STATE HIGHWAY 39, 89 FEET NORTH OF A POWERPOLE,
 MK1423'ONE FOOT WEST OF A FENCE, ONE FOOT SOUTH OF A STEEL WITNESS POST
 MK1423'AND PROJECTS 4 INCHES.  NOTE-- THIS MARK IS 0.9 MILE SOUTH OF
 MK1423'M-309.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0252 ***********************************************************************
 MM0252  DESIGNATION -  S 31
 MM0252  PID         -  MM0252
 MM0252  STATE/COUNTY-  NE/ARTHUR
 MM0252  USGS QUAD   -  ARTHUR (1985)
 MM0252
 MM0252                         *CURRENT SURVEY CONTROL
 MM0252  ___________________________________________________________________
 MM0252* NAD 83(1986)-  41 34 16.     (N)    101 41 27.     (W)     SCALED    
 MM0252* NAVD 88     -      1112.106  (meters)    3648.63   (feet)  ADJUSTED  
 MM0252  ___________________________________________________________________
 MM0252  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 MM0252  DYNAMIC HT  -        1111.426 (meters)    3646.40  (feet)  COMP
 MM0252  MODELED GRAV-     979,972.7   (mgal)                       NAVD 88
 MM0252
 MM0252  VERT ORDER  -  SECOND    CLASS 0
 MM0252
 MM0252.The horizontal coordinates were scaled from a topographic map and have
 MM0252.an estimated accuracy of +/- 6 seconds.
 MM0252
 MM0252.The orthometric height was determined by differential leveling
 MM0252.and adjusted by the National Geodetic Survey in June 1991..
 MM0252
 MM0252.The geoid height was determined by GEOID03.
 MM0252
 MM0252.The dynamic height is computed by dividing the NAVD 88
 MM0252.geopotential number by the normal gravity value computed on the
 MM0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0252.degrees latitude (g = 980.6199 gals.).
 MM0252
 MM0252.The modeled gravity was interpolated from observed gravity values.
 MM0252
 MM0252;                    North         East    Units  Estimated Accuracy
 MM0252;SPC NE       -   194,320.      359,030.      MT  (+/- 180 meters Scaled)
 MM0252
 MM0252                          SUPERSEDED SURVEY CONTROL
 MM0252
 MM0252  NGVD 29 (??/??/92) 1111.624  (m)         3647.05   (f) ADJ UNCH    2 0
 MM0252
 MM0252.Superseded values are not recommended for survey control.
 MM0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0252.See file dsdata.txt to determine how the superseded data were derived.
 MM0252
 MM0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM756056(NAD 83)
 MM0252_MARKER: DB = BENCH MARK DISK
 MM0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0252_STAMPING: S 31 1934
 MM0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0252+STABILITY: SURFACE MOTION
 MM0252
 MM0252  HISTORY     - Date     Condition        Report By
 MM0252  HISTORY     - 1934     MONUMENTED       CGS
 MM0252  HISTORY     - 1941     GOOD             NGS
 MM0252  HISTORY     - 1984     MARK NOT FOUND   USGS
 MM0252  HISTORY     - 1985     GOOD             NEDR
 MM0252
 MM0252                          STATION DESCRIPTION
 MM0252
 MM0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MM0252'AT ARTHUR.
 MM0252'AT ARTHUR, ARTHUR COUNTY, ON STATE HIGHWAY 61, IN THE SOUTHWEST
 MM0252'CORNER OF THE COURTHOUSE YARD, 134 FEET SOUTHWEST OF THE SOUTHWEST
 MM0252'CORNER OF THE COURTHOUSE, 50 FEET NORTH OF A CITY ROAD LEADING
 MM0252'SOUTH FROM THE COURTHOUSE, 60 FEET EAST OF THE CENTERLINE OF
 MM0252'THE HIGHWAY, 30 FEET EAST OF THE NORTH-AND-SOUTH FENCE, AND
 MM0252'27 FEET NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK,
 MM0252'STAMPED S 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0252
 MM0252                          STATION RECOVERY (1984)
 MM0252
 MM0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 MM0252'MARK NOT FOUND.
 MM0252
 MM0252                          STATION RECOVERY (1985)
 MM0252
 MM0252'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1985
 MM0252'AT ARTHUR, ARTHUR COUNTY, ON STATE HIGHWAY 61, 58' SOUTH AND 34' WEST
 MM0252'FROM SOUTHWEST CORNER OF COURT HOUSE. 61' NORTH OF MARSHALL STREET.
 MM0252'64' EAST OF HIGHWAY 61 IN LINE WITH A ROW OF CEDAR TREES RUNNING
 MM0252'EAST, 6' EAST OF CORNER CEDAR TREE. A STANDARD DISK, STAMPED 'S 31
 MM0252'1934' AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0535 ***********************************************************************
 ML0535  DESIGNATION -  S 310
 ML0535  PID         -  ML0535
 ML0535  STATE/COUNTY-  NE/GREELEY
 ML0535  USGS QUAD   -  GREELEY NE (1985)
 ML0535
 ML0535                         *CURRENT SURVEY CONTROL
 ML0535  ___________________________________________________________________
 ML0535* NAD 83(1986)-  41 44 26.     (N)    098 35 43.     (W)     SCALED    
 ML0535* NAVD 88     -       610.057  (meters)    2001.50   (feet)  ADJUSTED  
 ML0535  ___________________________________________________________________
 ML0535  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 ML0535  DYNAMIC HT  -         609.767 (meters)    2000.54  (feet)  COMP
 ML0535  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 ML0535
 ML0535  VERT ORDER  -  SECOND    CLASS 0
 ML0535
 ML0535.The horizontal coordinates were scaled from a topographic map and have
 ML0535.an estimated accuracy of +/- 6 seconds.
 ML0535
 ML0535.The orthometric height was determined by differential leveling
 ML0535.and adjusted by the National Geodetic Survey in June 1991..
 ML0535
 ML0535.The geoid height was determined by GEOID03.
 ML0535
 ML0535.The dynamic height is computed by dividing the NAVD 88
 ML0535.geopotential number by the normal gravity value computed on the
 ML0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0535.degrees latitude (g = 980.6199 gals.).
 ML0535
 ML0535.The modeled gravity was interpolated from observed gravity values.
 ML0535
 ML0535;                    North         East    Units  Estimated Accuracy
 ML0535;SPC NE       -   212,700.      616,810.      MT  (+/- 180 meters Scaled)
 ML0535
 ML0535                          SUPERSEDED SURVEY CONTROL
 ML0535
 ML0535  NGVD 29 (??/??/92)  609.815  (m)         2000.70   (f) ADJ UNCH    2 0
 ML0535
 ML0535.Superseded values are not recommended for survey control.
 ML0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0535.See file dsdata.txt to determine how the superseded data were derived.
 ML0535
 ML0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM336210(NAD 83)
 ML0535_MARKER: DB = BENCH MARK DISK
 ML0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0535_STAMPING: S 310 1950
 ML0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0535+STABILITY: SURFACE MOTION
 ML0535
 ML0535  HISTORY     - Date     Condition        Report By
 ML0535  HISTORY     - 1950     MONUMENTED       CGS
 ML0535
 ML0535                          STATION DESCRIPTION
 ML0535
 ML0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0535'5.9 MI SE FROM ERICSON.
 ML0535'5.9 MILES SOUTHEAST ALONG A SAND ROAD FROM THE FARMERS STATE
 ML0535'BANK AT ERICSON, ON THE OUTSIDE OF A CURVE IN THE ROAD, 257 FEET
 ML0535'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF THE
 ML0535'CENTER LINE OF A TRACK ROAD LEADING WEST, 26 FEET WEST OF THE
 ML0535'CENTER OF A GATE, 2 FEET NORTH OF A FENCE, 1.7 FEET EAST OF A
 ML0535'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHCIH PROJECTS
 ML0535'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1683 ***********************************************************************
 MK1683  DESIGNATION -  S 311 RESET
 MK1683  PID         -  MK1683
 MK1683  STATE/COUNTY-  NE/MADISON
 MK1683  USGS QUAD   -  CLOSTER NE (1985)
 MK1683
 MK1683                         *CURRENT SURVEY CONTROL
 MK1683  ___________________________________________________________________
 MK1683* NAD 83(1986)-  41 55 50.     (N)    097 49 59.     (W)     SCALED    
 MK1683* NAVD 88     -       575.63   (meters)    1888.5    (feet)  RESET     
 MK1683  ___________________________________________________________________
 MK1683  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 MK1683
 MK1683  VERT ORDER  -  THIRD
 MK1683
 MK1683.The horizontal coordinates were scaled from a topographic map and have
 MK1683.an estimated accuracy of +/- 6 seconds.
 MK1683
 MK1683.The orthometric height was computed from unverified reset data.
 MK1683
 MK1683.The geoid height was determined by GEOID03.
 MK1683
 MK1683;                    North         East    Units  Estimated Accuracy
 MK1683;SPC NE       -   235,100.      679,650.      MT  (+/- 180 meters Scaled)
 MK1683
 MK1683                          SUPERSEDED SURVEY CONTROL
 MK1683
 MK1683.No superseded survey control is available for this station.
 MK1683
 MK1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM967427(NAD 83)
 MK1683_MARKER: DB = BENCH MARK DISK
 MK1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1683_STAMPING: S 311 RESET 1971
 MK1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1683+STABILITY: SURFACE MOTION
 MK1683
 MK1683  HISTORY     - Date     Condition        Report By
 MK1683  HISTORY     - 1971     MONUMENTED       NGS
 MK1683
 MK1683                          STATION DESCRIPTION
 MK1683
 MK1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MK1683'8 MI S FROM TILDEN.
 MK1683'8 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF U.S.
 MK1683'HIGHWAY 275 AND STATE HIGHWAY 39 AT THE NORTH EDGE OF TILDEN,
 MK1683'IN THE SOUTHWEST ANGLE OF A CROSSROAD INTERSECTION, 85 FEET SOUTH
 MK1683'OF THE CENTER OF AN EAST-WEST ROAD, 83 FEET WEST OF THE CENTER OF
 MK1683'STATE HIGHWAY 39, 3 FEET SOUTH OF A TELEPHONELINE POLE, SET IN
 MK1683'TOP OF A 12-INCH CYLINRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 MK1683'INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0036 ***********************************************************************
 ML0036  DESIGNATION -  S 312
 ML0036  PID         -  ML0036
 ML0036  STATE/COUNTY-  NE/BOONE
 ML0036  USGS QUAD   -  ALBION WEST (1985)
 ML0036
 ML0036                         *CURRENT SURVEY CONTROL
 ML0036  ___________________________________________________________________
 ML0036* NAD 83(1986)-  41 44 47.     (N)    098 04 18.     (W)     SCALED    
 ML0036* NAVD 88     -       555.513  (meters)    1822.55   (feet)  ADJUSTED  
 ML0036  ___________________________________________________________________
 ML0036  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 ML0036  DYNAMIC HT  -         555.265 (meters)    1821.73  (feet)  COMP
 ML0036  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 ML0036
 ML0036  VERT ORDER  -  SECOND    CLASS 0
 ML0036
 ML0036.The horizontal coordinates were scaled from a topographic map and have
 ML0036.an estimated accuracy of +/- 6 seconds.
 ML0036
 ML0036.The orthometric height was determined by differential leveling
 ML0036.and adjusted by the National Geodetic Survey in June 1991..
 ML0036
 ML0036.The geoid height was determined by GEOID03.
 ML0036
 ML0036.The dynamic height is computed by dividing the NAVD 88
 ML0036.geopotential number by the normal gravity value computed on the
 ML0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0036.degrees latitude (g = 980.6199 gals.).
 ML0036
 ML0036.The modeled gravity was interpolated from observed gravity values.
 ML0036
 ML0036;                    North         East    Units  Estimated Accuracy
 ML0036;SPC NE       -   214,190.      660,330.      MT  (+/- 180 meters Scaled)
 ML0036
 ML0036                          SUPERSEDED SURVEY CONTROL
 ML0036
 ML0036  NGVD 29 (??/??/92)  555.283  (m)         1821.79   (f) ADJ UNCH    2 0
 ML0036
 ML0036.Superseded values are not recommended for survey control.
 ML0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0036.See file dsdata.txt to determine how the superseded data were derived.
 ML0036
 ML0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM771220(NAD 83)
 ML0036_MARKER: DB = BENCH MARK DISK
 ML0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0036_STAMPING: S 312 1950
 ML0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0036+STABILITY: SURFACE MOTION
 ML0036
 ML0036  HISTORY     - Date     Condition        Report By
 ML0036  HISTORY     - 1950     MONUMENTED       CGS
 ML0036  HISTORY     - 1950     GOOD             NGS
 ML0036
 ML0036                          STATION DESCRIPTION
 ML0036
 ML0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0036'1.3 MI SE FROM LORETTO.
 ML0036'1.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 ML0036'FROM THE STATION AT LORETTO, AT A PRIVATE ROAD CROSSING, 500
 ML0036'FEET SOUTH OF A LARGE RED BARN WHICH IS ON THE NORTHEAST SIDE
 ML0036'OF STATE HIGHWAY 14, 137 FEET SOUTHWEST OF THE CENTER LINE OF
 ML0036'THE HIGHWAY, 43 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 18 FEET
 ML0036'NORTHWEST OF THE CENTER OF A GATE, 7 FEET SOUTHEAST OF A TELEPHONE
 ML0036'POLE, 3.5 FEET NORTHEAST OF A FENCE, 2.5 FEET NORTHWEST OF A
 ML0036'WITNESS POST, SET IN THE TOP OF A CONCRETE WHICH PROJECTS 0.3
 ML0036'FOOT ABOVE THE GROUND.
 ML0036
 ML0036                          STATION RECOVERY (1950)
 ML0036
 ML0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 ML0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0099 ***********************************************************************
 ML0099  DESIGNATION -  S 313
 ML0099  PID         -  ML0099
 ML0099  STATE/COUNTY-  NE/BOONE
 ML0099  USGS QUAD   -  MUD CREEK (1985)
 ML0099
 ML0099                         *CURRENT SURVEY CONTROL
 ML0099  ___________________________________________________________________
 ML0099* NAD 83(1986)-  41 47 06.     (N)    098 17 44.     (W)     SCALED    
 ML0099* NAVD 88     -       646.572  (meters)    2121.30   (feet)  ADJUSTED  
 ML0099  ___________________________________________________________________
 ML0099  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 ML0099  DYNAMIC HT  -         646.276 (meters)    2120.32  (feet)  COMP
 ML0099  MODELED GRAV-     980,142.8   (mgal)                       NAVD 88
 ML0099
 ML0099  VERT ORDER  -  SECOND    CLASS 0
 ML0099
 ML0099.The horizontal coordinates were scaled from a topographic map and have
 ML0099.an estimated accuracy of +/- 6 seconds.
 ML0099
 ML0099.The orthometric height was determined by differential leveling
 ML0099.and adjusted by the National Geodetic Survey in June 1991..
 ML0099
 ML0099.The geoid height was determined by GEOID03.
 ML0099
 ML0099.The dynamic height is computed by dividing the NAVD 88
 ML0099.geopotential number by the normal gravity value computed on the
 ML0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0099.degrees latitude (g = 980.6199 gals.).
 ML0099
 ML0099.The modeled gravity was interpolated from observed gravity values.
 ML0099
 ML0099;                    North         East    Units  Estimated Accuracy
 ML0099;SPC NE       -   218,080.      641,630.      MT  (+/- 180 meters Scaled)
 ML0099
 ML0099                          SUPERSEDED SURVEY CONTROL
 ML0099
 ML0099  NGVD 29 (??/??/92)  646.332  (m)         2120.51   (f) ADJ UNCH    2 0
 ML0099
 ML0099.Superseded values are not recommended for survey control.
 ML0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0099.See file dsdata.txt to determine how the superseded data were derived.
 ML0099
 ML0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM585261(NAD 83)
 ML0099_MARKER: DB = BENCH MARK DISK
 ML0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0099_STAMPING: S 313 1950
 ML0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0099+STABILITY: SURFACE MOTION
 ML0099
 ML0099  HISTORY     - Date     Condition        Report By
 ML0099  HISTORY     - 1950     MONUMENTED       CGS
 ML0099
 ML0099                          STATION DESCRIPTION
 ML0099
 ML0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0099'10.6 MI NE FROM SPALDING.
 ML0099'6.6 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 ML0099'STATE HIGHWAYS 101 AND 91 AT SPALDING, THENCE 4.0 MILES EAST
 ML0099'ALONG A SAND ROAD, ALONG THE BOONE - WHEELER COUNTY LINE, AT A
 ML0099'T ROAD JUNCTION, 94 FEET NORTH OF THE CENTER LINE OF AN EAST
 ML0099'AND WEST ROAD, 64 FEET NORTH OF A FENCE CORNER, 24 FEET EAST OF
 ML0099'THE CENTER LINE OF A ROAD LEADING NORTH, 1.3 FEET WEST OF A
 ML0099'FENCE, 1.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 ML0099'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0866 ***********************************************************************
 LH0866  DESIGNATION -  S 315
 LH0866  PID         -  LH0866
 LH0866  STATE/COUNTY-  NE/DAWSON
 LH0866  USGS QUAD   -  SUMNER (1962)
 LH0866
 LH0866                         *CURRENT SURVEY CONTROL
 LH0866  ___________________________________________________________________
 LH0866* NAD 83(1986)-  40 58 48.     (N)    099 36 55.     (W)     SCALED    
 LH0866* NAVD 88     -       738.720  (meters)    2423.62   (feet)  ADJUSTED  
 LH0866  ___________________________________________________________________
 LH0866  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 LH0866  DYNAMIC HT  -         738.300 (meters)    2422.24  (feet)  COMP
 LH0866  MODELED GRAV-     980,031.6   (mgal)                       NAVD 88
 LH0866
 LH0866  VERT ORDER  -  SECOND    CLASS 0
 LH0866
 LH0866.The horizontal coordinates were scaled from a topographic map and have
 LH0866.an estimated accuracy of +/- 6 seconds.
 LH0866
 LH0866.The orthometric height was determined by differential leveling
 LH0866.and adjusted by the National Geodetic Survey in June 1991..
 LH0866
 LH0866.The geoid height was determined by GEOID03.
 LH0866
 LH0866.The dynamic height is computed by dividing the NAVD 88
 LH0866.geopotential number by the normal gravity value computed on the
 LH0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0866.degrees latitude (g = 980.6199 gals.).
 LH0866
 LH0866.The modeled gravity was interpolated from observed gravity values.
 LH0866
 LH0866;                    North         East    Units  Estimated Accuracy
 LH0866;SPC NE       -   127,380.      532,370.      MT  (+/- 180 meters Scaled)
 LH0866
 LH0866                          SUPERSEDED SURVEY CONTROL
 LH0866
 LH0866  NGVD 29 (??/??/92)  738.444  (m)         2422.71   (f) ADJ UNCH    2 0
 LH0866
 LH0866.Superseded values are not recommended for survey control.
 LH0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0866.See file dsdata.txt to determine how the superseded data were derived.
 LH0866
 LH0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML482367(NAD 83)
 LH0866_MARKER: DB = BENCH MARK DISK
 LH0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0866_SP_SET: CULVERT
 LH0866_STAMPING: S 315 1950
 LH0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0866
 LH0866  HISTORY     - Date     Condition        Report By
 LH0866  HISTORY     - 1950     MONUMENTED       CGS
 LH0866  HISTORY     - 1983     GOOD             LOCSUR
 LH0866  HISTORY     - 19981005 POOR             NEDR
 LH0866
 LH0866                          STATION DESCRIPTION
 LH0866
 LH0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0866'2.6 MI SE FROM EDDYVILLE.
 LH0866'2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 LH0866'AT EDDYVILLE, 12 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LH0866'SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A 7 FOOT
 LH0866'CONCRETE CULVERT.
 LH0866
 LH0866                          STATION RECOVERY (1983)
 LH0866
 LH0866'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LH0866'RECOVERED IN GOOD CONDITION.
 LH0866
 LH0866                          STATION RECOVERY (1998)
 LH0866
 LH0866'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (IK)
 LH0866'CORNER OF CULVERT WITH CAP IS BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0838 ***********************************************************************
 ML0838  DESIGNATION -  S 316 RESET
 ML0838  PID         -  ML0838
 ML0838  STATE/COUNTY-  NE/CUSTER
 ML0838  USGS QUAD   -  EDDYVILLE SW (1978)
 ML0838
 ML0838                         *CURRENT SURVEY CONTROL
 ML0838  ___________________________________________________________________
 ML0838* NAD 83(1986)-  41 06 20.     (N)    099 43 22.     (W)     SCALED    
 ML0838* NAVD 88     -       771.27   (meters)    2530.4    (feet)  RESET     
 ML0838  ___________________________________________________________________
 ML0838  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 ML0838
 ML0838  VERT ORDER  -  THIRD
 ML0838
 ML0838.The horizontal coordinates were scaled from a topographic map and have
 ML0838.an estimated accuracy of +/- 6 seconds.
 ML0838
 ML0838.The orthometric height was computed from unverified reset data.
 ML0838
 ML0838.The geoid height was determined by GEOID03.
 ML0838
 ML0838;                    North         East    Units  Estimated Accuracy
 ML0838;SPC NE       -   141,290.      523,280.      MT  (+/- 180 meters Scaled)
 ML0838
 ML0838                          SUPERSEDED SURVEY CONTROL
 ML0838
 ML0838.No superseded survey control is available for this station.
 ML0838
 ML0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML393507(NAD 83)
 ML0838_MARKER: DB = BENCH MARK DISK
 ML0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0838_STAMPING: S 316 RESET 1969
 ML0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0838+STABILITY: SURFACE MOTION
 ML0838
 ML0838  HISTORY     - Date     Condition        Report By
 ML0838  HISTORY     - 1969     MONUMENTED       LOCENG
 ML0838
 ML0838                          STATION DESCRIPTION
 ML0838
 ML0838'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 ML0838'2.8 MI SE FROM OCONTO.
 ML0838'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE INTERSECTION
 ML0838'OF STATE HIGHWAY 40 AND STATE HIGHWAY 21 NEAR OCONTO, NORTH OF A
 ML0838'JUNCTION OF A DIRT ROAD LEADING SOUTH, 60 FEET FROM THE CENTER
 ML0838'LINE OF THE HIGHWAY AND 1 FOOT FROM A WHITE WOODEN WITNESS POST.
 ML0838'BELIEVED TO BE SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1219 ***********************************************************************
 ML1219  DESIGNATION -  S 317 RESET
 ML1219  PID         -  ML1219
 ML1219  STATE/COUNTY-  NE/CUSTER
 ML1219  USGS QUAD   -  CALLAWAY (1978)
 ML1219
 ML1219                         *CURRENT SURVEY CONTROL
 ML1219  ___________________________________________________________________
 ML1219* NAD 83(1986)-  41 19 16.     (N)    099 56 59.     (W)     SCALED    
 ML1219* NAVD 88     -       786.70   (meters)    2581.0    (feet)  RESET     
 ML1219  ___________________________________________________________________
 ML1219  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 ML1219
 ML1219  VERT ORDER  -  THIRD
 ML1219
 ML1219.The horizontal coordinates were scaled from a topographic map and have
 ML1219.an estimated accuracy of +/- 6 seconds.
 ML1219
 ML1219.The orthometric height was computed from unverified reset data.
 ML1219.No vertical observational check was made to the station.
 ML1219
 ML1219.The geoid height was determined by GEOID03.
 ML1219
 ML1219;                    North         East    Units  Estimated Accuracy
 ML1219;SPC NE       -   165,180.      504,210.      MT  (+/- 180 meters Scaled)
 ML1219
 ML1219                          SUPERSEDED SURVEY CONTROL
 ML1219
 ML1219  NGVD 29 (08/02/06)  786.45   (m)         2580.2    (f) RESET       3  
 ML1219
 ML1219.Superseded values are not recommended for survey control.
 ML1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1219.See file dsdata.txt to determine how the superseded data were derived.
 ML1219
 ML1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML205748(NAD 83)
 ML1219_MARKER: DV = VERTICAL CONTROL DISK
 ML1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1219_SP_SET: CONCRETE POST
 ML1219_STAMPING: S 317 RESET 1984
 ML1219_MARK LOGO: NGS   
 ML1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1219+STABILITY: SURFACE MOTION
 ML1219
 ML1219  HISTORY     - Date     Condition        Report By
 ML1219  HISTORY     - 1984     MONUMENTED       NGS
 ML1219
 ML1219                          STATION DESCRIPTION
 ML1219
 ML1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ML1219'4.67 KM (2.90 MI) NORTHWEST ALONG GRAND AVENUE AND A PAVED COUNTY
 ML1219'ROAD FROM THE POST OFFICE IN CALLAWAY, TO A SIDE ROAD LEFT, A TRACK
 ML1219'ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, 12.5 M (41.0 FT) NORTH
 ML1219'FROM THE CENTERLINE OF THE PAVED ROAD, 7.6 M (24.9 FT) EAST FROM THE
 ML1219'CENTERLINE OF THE TRACK ROAD AND THE EXTENDED CENTERLINE OF THE ROAD
 ML1219'SOUTH, 1.07 M (3.51 FT) EAST FROM A POWERLINE POLE, WHERE THE LINE
 ML1219'CROSSES OVER THE ROAD, AND A FENCE CORNER, 0.46 M (1.51 FT) SOUTH
 ML1219'FROM A FENCE, 0.46 M (1.51 FT) WEST FROM A WITNESS POST, SET IN THE
 ML1219'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 10 CM ABOVE
 ML1219'THE GROUND AND IS ABOUT 0.6 M (2.0 FT) LOWER THAN THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0897 ***********************************************************************
 ML0897  DESIGNATION -  S 318
 ML0897  PID         -  ML0897
 ML0897  STATE/COUNTY-  NE/CUSTER
 ML0897  USGS QUAD   -  WALWORTH (1978)
 ML0897
 ML0897                         *CURRENT SURVEY CONTROL
 ML0897  ___________________________________________________________________
 ML0897* NAD 83(1986)-  41 38 30.     (N)    099 34 39.     (W)     SCALED    
 ML0897* NAVD 88     -       733.932  (meters)    2407.91   (feet)  ADJUSTED  
 ML0897  ___________________________________________________________________
 ML0897  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 ML0897  DYNAMIC HT  -         733.556 (meters)    2406.68  (feet)  COMP
 ML0897  MODELED GRAV-     980,086.7   (mgal)                       NAVD 88
 ML0897
 ML0897  VERT ORDER  -  SECOND    CLASS 0
 ML0897
 ML0897.The horizontal coordinates were scaled from a topographic map and have
 ML0897.an estimated accuracy of +/- 6 seconds.
 ML0897
 ML0897.The orthometric height was determined by differential leveling
 ML0897.and adjusted by the National Geodetic Survey in June 1991..
 ML0897
 ML0897.The geoid height was determined by GEOID03.
 ML0897
 ML0897.The dynamic height is computed by dividing the NAVD 88
 ML0897.geopotential number by the normal gravity value computed on the
 ML0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0897.degrees latitude (g = 980.6199 gals.).
 ML0897
 ML0897.The modeled gravity was interpolated from observed gravity values.
 ML0897
 ML0897;                    North         East    Units  Estimated Accuracy
 ML0897;SPC NE       -   200,860.      535,190.      MT  (+/- 180 meters Scaled)
 ML0897
 ML0897                          SUPERSEDED SURVEY CONTROL
 ML0897
 ML0897  NGVD 29 (??/??/92)  733.657  (m)         2407.01   (f) ADJ UNCH    2 0
 ML0897
 ML0897.Superseded values are not recommended for survey control.
 ML0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0897.See file dsdata.txt to determine how the superseded data were derived.
 ML0897
 ML0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM519101(NAD 83)
 ML0897_MARKER: DB = BENCH MARK DISK
 ML0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0897_STAMPING: S 318 1950
 ML0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0897+STABILITY: SURFACE MOTION
 ML0897
 ML0897  HISTORY     - Date     Condition        Report By
 ML0897  HISTORY     - 1950     MONUMENTED       CGS
 ML0897
 ML0897                          STATION DESCRIPTION
 ML0897
 ML0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0897'3 MI E FROM GATES.
 ML0897'3.0 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT GATES,
 ML0897'AT A ROAD JUNCTION, AT A CURVE IN THE GRAVELED ROAD, 81 FEET EAST
 ML0897'OF THE CENTER LINE OF THE GRAVELED ROAD, 45 FEET EAST OF THE CENTER
 ML0897'LINE OF A DIRT ROAD LEADING SOUTH, 15 FEET EAST OF A 26 INCH
 ML0897'COTTONWOOD TREE, 3.6 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A
 ML0897'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0897'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0990 ***********************************************************************
 ML0990  DESIGNATION -  S 319
 ML0990  PID         -  ML0990
 ML0990  STATE/COUNTY-  NE/LOUP
 ML0990  USGS QUAD   -  ALMERIA SW (1952)
 ML0990
 ML0990                         *CURRENT SURVEY CONTROL
 ML0990  ___________________________________________________________________
 ML0990* NAD 83(1986)-  41 49 40.     (N)    099 41 07.     (W)     SCALED    
 ML0990* NAVD 88     -       763.613  (meters)    2505.29   (feet)  ADJUSTED  
 ML0990  ___________________________________________________________________
 ML0990  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 ML0990  DYNAMIC HT  -         763.237 (meters)    2504.05  (feet)  COMP
 ML0990  MODELED GRAV-     980,104.4   (mgal)                       NAVD 88
 ML0990
 ML0990  VERT ORDER  -  SECOND    CLASS 0
 ML0990
 ML0990.The horizontal coordinates were scaled from a topographic map and have
 ML0990.an estimated accuracy of +/- 6 seconds.
 ML0990
 ML0990.The orthometric height was determined by differential leveling
 ML0990.and adjusted by the National Geodetic Survey in June 1991..
 ML0990
 ML0990.The geoid height was determined by GEOID03.
 ML0990
 ML0990.The dynamic height is computed by dividing the NAVD 88
 ML0990.geopotential number by the normal gravity value computed on the
 ML0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0990.degrees latitude (g = 980.6199 gals.).
 ML0990
 ML0990.The modeled gravity was interpolated from observed gravity values.
 ML0990
 ML0990;                    North         East    Units  Estimated Accuracy
 ML0990;SPC NE       -   221,480.      526,140.      MT  (+/- 180 meters Scaled)
 ML0990
 ML0990                          SUPERSEDED SURVEY CONTROL
 ML0990
 ML0990  NGVD 29 (??/??/92)  763.336  (m)         2504.38   (f) ADJ UNCH    2 0
 ML0990
 ML0990.Superseded values are not recommended for survey control.
 ML0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0990.See file dsdata.txt to determine how the superseded data were derived.
 ML0990
 ML0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM430308(NAD 83)
 ML0990_MARKER: DB = BENCH MARK DISK
 ML0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0990_STAMPING: S 319 1950
 ML0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0990+STABILITY: SURFACE MOTION
 ML0990
 ML0990  HISTORY     - Date     Condition        Report By
 ML0990  HISTORY     - 1950     MONUMENTED       CGS
 ML0990
 ML0990                          STATION DESCRIPTION
 ML0990
 ML0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0990'8.8 MI W FROM ALMERIA.
 ML0990'2.5 MILES WEST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE AT
 ML0990'ALMERIA, THENCE 4.75 MILES WEST ALONG A GRADED SAND ROAD, THENCE
 ML0990'1.6 MILES WEST ALONG A WINDING SANDY TRACK ROAD, AT A STEEL
 ML0990'WINDMILL WHICH IS ON TOP OF A HILL, 194 FEET SOUTH OF A WINDMILL,
 ML0990'47 FEET SOUTHEAST OF A STEEL WATER TANK, 36 FEET WEST OF A
 ML0990'FENCE CORNER, 94 FEET SOUTH OF A FENCE, 15 FEET WEST OF A GATE
 ML0990'POST, 2 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A WITNESS POST,
 ML0990'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 ML0990'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0775 ***********************************************************************
 LH0775  DESIGNATION -  S 320
 LH0775  PID         -  LH0775
 LH0775  STATE/COUNTY-  NE/DAWSON
 LH0775  USGS QUAD   -  LEXINGTON WEST (1983)
 LH0775
 LH0775                         *CURRENT SURVEY CONTROL
 LH0775  ___________________________________________________________________
 LH0775* NAD 83(1986)-  40 47 01.     (N)    099 46 39.     (W)     SCALED    
 LH0775* NAVD 88     -       732.693  (meters)    2403.84   (feet)  ADJUSTED  
 LH0775  ___________________________________________________________________
 LH0775  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 LH0775  DYNAMIC HT  -         732.264 (meters)    2402.44  (feet)  COMP
 LH0775  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 LH0775
 LH0775  VERT ORDER  -  FIRST     CLASS II
 LH0775
 LH0775.This mark is at Jim Kelly Field Airport (LXN)
 LH0775
 LH0775.The horizontal coordinates were scaled from a topographic map and have
 LH0775.an estimated accuracy of +/- 6 seconds.
 LH0775
 LH0775.The orthometric height was determined by differential leveling
 LH0775.and adjusted by the National Geodetic Survey in June 1991..
 LH0775
 LH0775.The geoid height was determined by GEOID03.
 LH0775
 LH0775.The dynamic height is computed by dividing the NAVD 88
 LH0775.geopotential number by the normal gravity value computed on the
 LH0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0775.degrees latitude (g = 980.6199 gals.).
 LH0775
 LH0775.The modeled gravity was interpolated from observed gravity values.
 LH0775
 LH0775;                    North         East    Units  Estimated Accuracy
 LH0775;SPC NE       -   105,530.      518,780.      MT  (+/- 180 meters Scaled)
 LH0775
 LH0775                          SUPERSEDED SURVEY CONTROL
 LH0775
 LH0775  NGVD 29 (??/??/92)  732.416  (m)         2402.93   (f) ADJ UNCH    1 2
 LH0775
 LH0775.Superseded values are not recommended for survey control.
 LH0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0775.See file dsdata.txt to determine how the superseded data were derived.
 LH0775
 LH0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML343150(NAD 83)
 LH0775_MARKER: DB = BENCH MARK DISK
 LH0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0775_STAMPING: S 320 1950
 LH0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0775+STABILITY: SURFACE MOTION
 LH0775
 LH0775  HISTORY     - Date     Condition        Report By
 LH0775  HISTORY     - 1950     MONUMENTED       CGS
 LH0775  HISTORY     - 1962     MARK NOT FOUND   NGS
 LH0775  HISTORY     - 1986     MARK NOT FOUND   NGS
 LH0775
 LH0775                          STATION DESCRIPTION
 LH0775
 LH0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0775'1.6 MI NW FROM LEXINGTON.
 LH0775'1.35 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE UNION
 LH0775'PACIFIC RAILROAD STATION AT LEXINGTON, THENCE 0.3 MILE NORTH
 LH0775'ALONG A GRAVELED ROAD, AT THE LEXINGTON AIRPORT, 32 FEET NORTH
 LH0775'OF THE WEST CORNER OF THE ADMINISTRATION BUILDING, 31 FEET
 LH0775'WEST OF THE NORTH CORNER OF THE ADMINISTRATION BUILDING, 2.2
 LH0775'FEET NORTHEAST OF A FLAGPOLE, SET IN THE TOP OF A CONCRETE
 LH0775'POST WHICH IS FLUSH WITH THE GROUND.
 LH0775
 LH0775                          STATION RECOVERY (1962)
 LH0775
 LH0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 LH0775'MARK NOT FOUND.
 LH0775
 LH0775                          STATION RECOVERY (1986)
 LH0775
 LH0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LH0775'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0786 ***********************************************************************
 ML0786  DESIGNATION -  S 321
 ML0786  PID         -  ML0786
 ML0786  STATE/COUNTY-  NE/CUSTER
 ML0786  USGS QUAD   -  OCONTO (1974)
 ML0786
 ML0786                         *CURRENT SURVEY CONTROL
 ML0786  ___________________________________________________________________
 ML0786* NAD 83(1986)-  41 12 21.     (N)    099 50 45.     (W)     SCALED    
 ML0786* NAVD 88     -       806.711  (meters)    2646.68   (feet)  ADJUSTED  
 ML0786  ___________________________________________________________________
 ML0786  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 ML0786  DYNAMIC HT  -         806.269 (meters)    2645.23  (feet)  COMP
 ML0786  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 ML0786
 ML0786  VERT ORDER  -  SECOND    CLASS 0
 ML0786
 ML0786.The horizontal coordinates were scaled from a topographic map and have
 ML0786.an estimated accuracy of +/- 6 seconds.
 ML0786
 ML0786.The orthometric height was determined by differential leveling
 ML0786.and adjusted by the National Geodetic Survey in June 1991..
 ML0786
 ML0786.The geoid height was determined by GEOID03.
 ML0786
 ML0786.The dynamic height is computed by dividing the NAVD 88
 ML0786.geopotential number by the normal gravity value computed on the
 ML0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0786.degrees latitude (g = 980.6199 gals.).
 ML0786
 ML0786.The modeled gravity was interpolated from observed gravity values.
 ML0786
 ML0786;                    North         East    Units  Estimated Accuracy
 ML0786;SPC NE       -   152,390.      512,930.      MT  (+/- 180 meters Scaled)
 ML0786
 ML0786                          SUPERSEDED SURVEY CONTROL
 ML0786
 ML0786  NGVD 29 (??/??/92)  806.444  (m)         2645.81   (f) ADJ UNCH    2 0
 ML0786
 ML0786.Superseded values are not recommended for survey control.
 ML0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0786.See file dsdata.txt to determine how the superseded data were derived.
 ML0786
 ML0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML290619(NAD 83)
 ML0786_MARKER: DB = BENCH MARK DISK
 ML0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0786_STAMPING: S 321 1950
 ML0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0786+STABILITY: SURFACE MOTION
 ML0786
 ML0786  HISTORY     - Date     Condition        Report By
 ML0786  HISTORY     - 1950     MONUMENTED       CGS
 ML0786
 ML0786                          STATION DESCRIPTION
 ML0786
 ML0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0786'6.1 MI NW FROM OCONTO.
 ML0786'6.1 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE UNION PACIFIC
 ML0786'RAILROAD STATION AT OCONTO, 107 FEET SOUTHWEST OF THE CENTER
 ML0786'LINE OF THE HIGHWAY, 29 FEET NORTH OF THE CENTER LINE OF A ROAD
 ML0786'LEADING WEST, 16 FEET WEST OF A POWER POLE, 1.4 FEET EAST OF A
 ML0786'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0786'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0315 ***********************************************************************
 ML0315  DESIGNATION -  S 322
 ML0315  PID         -  ML0315
 ML0315  STATE/COUNTY-  NE/SHERMAN
 ML0315  USGS QUAD   -  ASHTON (1954)
 ML0315
 ML0315                         *CURRENT SURVEY CONTROL
 ML0315  ___________________________________________________________________
 ML0315* NAD 83(1986)-  41 12 24.     (N)    098 48 20.     (W)     SCALED    
 ML0315* NAVD 88     -       659.031  (meters)    2162.17   (feet)  ADJUSTED  
 ML0315  ___________________________________________________________________
 ML0315  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 ML0315  DYNAMIC HT  -         658.694 (meters)    2161.07  (feet)  COMP
 ML0315  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 ML0315
 ML0315  VERT ORDER  -  FIRST     CLASS II
 ML0315
 ML0315.The horizontal coordinates were scaled from a topographic map and have
 ML0315.an estimated accuracy of +/- 6 seconds.
 ML0315
 ML0315.The orthometric height was determined by differential leveling
 ML0315.and adjusted by the National Geodetic Survey in June 1991..
 ML0315
 ML0315.The geoid height was determined by GEOID03.
 ML0315
 ML0315.The dynamic height is computed by dividing the NAVD 88
 ML0315.geopotential number by the normal gravity value computed on the
 ML0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0315.degrees latitude (g = 980.6199 gals.).
 ML0315
 ML0315.The modeled gravity was interpolated from observed gravity values.
 ML0315
 ML0315;                    North         East    Units  Estimated Accuracy
 ML0315;SPC NE       -   153,170.      600,140.      MT  (+/- 180 meters Scaled)
 ML0315
 ML0315                          SUPERSEDED SURVEY CONTROL
 ML0315
 ML0315  NGVD 29 (??/??/92)  658.788  (m)         2161.37   (f) ADJ UNCH    1 2
 ML0315
 ML0315.Superseded values are not recommended for survey control.
 ML0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0315.See file dsdata.txt to determine how the superseded data were derived.
 ML0315
 ML0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL163617(NAD 83)
 ML0315_MARKER: DB = BENCH MARK DISK
 ML0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0315_STAMPING: S 322 1950
 ML0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0315+STABILITY: SURFACE MOTION
 ML0315
 ML0315  HISTORY     - Date     Condition        Report By
 ML0315  HISTORY     - 1950     MONUMENTED       CGS
 ML0315
 ML0315                          STATION DESCRIPTION
 ML0315
 ML0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0315'3.6 MI S FROM ASHTON.
 ML0315'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ASHTON,
 ML0315'THENCE 0.5 MILE WEST ALONG STATE HIGHWAY 92, THENCE 3.0 MILES
 ML0315'SOUTH ALONG A GRADED DIRT ROAD,  91 FEET SOUTHWEST OF THE EXTENDED
 ML0315'CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTHEAST TO A FARMHOUSE,
 ML0315'87 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 27 FEET
 ML0315'SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, 49 FEET WEST OF A
 ML0315'FENCE CORNER, 7 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS
 ML0315'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 ML0315'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0698 ***********************************************************************
 ML0698  DESIGNATION -  S 323
 ML0698  PID         -  ML0698
 ML0698  STATE/COUNTY-  NE/SHERMAN
 ML0698  USGS QUAD   -  ARCADIA SE (1974)
 ML0698
 ML0698                         *CURRENT SURVEY CONTROL
 ML0698  ___________________________________________________________________
 ML0698* NAD 83(1986)-  41 19 40.     (N)    099 00 25.     (W)     SCALED    
 ML0698* NAVD 88     -       652.398  (meters)    2140.41   (feet)  ADJUSTED  
 ML0698  ___________________________________________________________________
 ML0698  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 ML0698  DYNAMIC HT  -         652.062 (meters)    2139.31  (feet)  COMP
 ML0698  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 ML0698
 ML0698  VERT ORDER  -  FIRST     CLASS II
 ML0698
 ML0698.The horizontal coordinates were scaled from a topographic map and have
 ML0698.an estimated accuracy of +/- 6 seconds.
 ML0698
 ML0698.The orthometric height was determined by differential leveling
 ML0698.and adjusted by the National Geodetic Survey in June 1991..
 ML0698
 ML0698.The geoid height was determined by GEOID03.
 ML0698
 ML0698.The dynamic height is computed by dividing the NAVD 88
 ML0698.geopotential number by the normal gravity value computed on the
 ML0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0698.degrees latitude (g = 980.6199 gals.).
 ML0698
 ML0698.The modeled gravity was interpolated from observed gravity values.
 ML0698
 ML0698;                    North         East    Units  Estimated Accuracy
 ML0698;SPC NE       -   166,400.      583,110.      MT  (+/- 180 meters Scaled)
 ML0698
 ML0698                          SUPERSEDED SURVEY CONTROL
 ML0698
 ML0698  NGVD 29 (??/??/92)  652.148  (m)         2139.59   (f) ADJ UNCH    1 2
 ML0698
 ML0698.Superseded values are not recommended for survey control.
 ML0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0698.See file dsdata.txt to determine how the superseded data were derived.
 ML0698
 ML0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML994751(NAD 83)
 ML0698_MARKER: DB = BENCH MARK DISK
 ML0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0698_STAMPING: S 232 1950
 ML0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0698+STABILITY: SURFACE MOTION
 ML0698
 ML0698  HISTORY     - Date     Condition        Report By
 ML0698  HISTORY     - 1950     MONUMENTED       CGS
 ML0698
 ML0698                          STATION DESCRIPTION
 ML0698
 ML0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0698'4.4 MI NW FROM LOUP CITY.
 ML0698'0.1 MILE WEST ALONG NEBRASKA AVENUE FROM THE COURTHOUSE AT
 ML0698'LOUP CITY, THENCE 4.25 MILES NORTHWEST ALONG STATE HIGHWAY 58,
 ML0698'AT A SCHOOLHOUSE, 158 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 ML0698'SCHOOLHOUSE, 130 FEET SOUTH OF THE SOUTH LEG OF A WINDMILL
 ML0698'TOWER, 111 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 ML0698'43 FEET NORTHEAST OF A FENCE CORNER, 1.3 FEET NORTHWEST OF A
 ML0698'FENCE, 1.3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 ML0698'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1431 ***********************************************************************
 MK1431  DESIGNATION -  S 324
 MK1431  PID         -  MK1431
 MK1431  STATE/COUNTY-  NE/HAMILTON
 MK1431  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1431
 MK1431                         *CURRENT SURVEY CONTROL
 MK1431  ___________________________________________________________________
 MK1431* NAD 83(1986)-  41 05 23.     (N)    097 53 09.     (W)     SCALED    
 MK1431* NAVD 88     -       541.211  (meters)    1775.62   (feet)  ADJUSTED  
 MK1431  ___________________________________________________________________
 MK1431  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 MK1431  DYNAMIC HT  -         540.937 (meters)    1774.72  (feet)  COMP
 MK1431  MODELED GRAV-     980,102.3   (mgal)                       NAVD 88
 MK1431
 MK1431  VERT ORDER  -  SECOND    CLASS 0
 MK1431
 MK1431.The horizontal coordinates were scaled from a topographic map and have
 MK1431.an estimated accuracy of +/- 6 seconds.
 MK1431
 MK1431.The orthometric height was determined by differential leveling
 MK1431.and adjusted by the National Geodetic Survey in June 1991..
 MK1431
 MK1431.The geoid height was determined by GEOID03.
 MK1431
 MK1431.The dynamic height is computed by dividing the NAVD 88
 MK1431.geopotential number by the normal gravity value computed on the
 MK1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1431.degrees latitude (g = 980.6199 gals.).
 MK1431
 MK1431.The modeled gravity was interpolated from observed gravity values.
 MK1431
 MK1431;                    North         East    Units  Estimated Accuracy
 MK1431;SPC NE       -   141,660.      677,560.      MT  (+/- 180 meters Scaled)
 MK1431
 MK1431                          SUPERSEDED SURVEY CONTROL
 MK1431
 MK1431  NGVD 29 (??/??/92)  540.990  (m)         1774.90   (f) ADJ UNCH    2 0
 MK1431
 MK1431.Superseded values are not recommended for survey control.
 MK1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1431.See file dsdata.txt to determine how the superseded data were derived.
 MK1431
 MK1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL935493(NAD 83)
 MK1431_MARKER: DB = BENCH MARK DISK
 MK1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1431_STAMPING: S 324 1950
 MK1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1431+STABILITY: SURFACE MOTION
 MK1431
 MK1431  HISTORY     - Date     Condition        Report By
 MK1431  HISTORY     - 1950     MONUMENTED       CGS
 MK1431
 MK1431                          STATION DESCRIPTION
 MK1431
 MK1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1431'0.8 MI N FROM HORDVILLE.
 MK1431'0.1 MILE EAST ALONG A GRAVELED STREET FROM THE CITY WATER TOWER
 MK1431'AT HORDVILLE, THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD, AT
 MK1431'A ROAD INTERSECTION, IN LINE WITH A NORTH AND SOUTH ROW OF
 MK1431'TELEPHONE POLES, 40 FEET SOUTH OF THE CENTER LINE OF AN EAST
 MK1431'AND WEST ROAD, 36 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MK1431'SOUTH ROAD, 6 FEET SOUTH OF A FENCE CORNER, 15 FEET EAST OF A
 MK1431'POWER POLE, 1.4 FEET EAST OF A FENCE, 2 FEET NORTHEAST OF A
 MK1431'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MK1431'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1484 ***********************************************************************
 MK1484  DESIGNATION -  S 325
 MK1484  PID         -  MK1484
 MK1484  STATE/COUNTY-  NE/POLK
 MK1484  USGS QUAD   -  DURANT (1965)
 MK1484
 MK1484                         *CURRENT SURVEY CONTROL
 MK1484  ___________________________________________________________________
 MK1484* NAD 83(1986)-  41 06 16.     (N)    097 42 48.     (W)     SCALED    
 MK1484* NAVD 88     -       520.747  (meters)    1708.48   (feet)  ADJUSTED  
 MK1484  ___________________________________________________________________
 MK1484  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 MK1484  DYNAMIC HT  -         520.485 (meters)    1707.62  (feet)  COMP
 MK1484  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 MK1484
 MK1484  VERT ORDER  -  SECOND    CLASS 0
 MK1484
 MK1484.The horizontal coordinates were scaled from a topographic map and have
 MK1484.an estimated accuracy of +/- 6 seconds.
 MK1484
 MK1484.The orthometric height was determined by differential leveling
 MK1484.and adjusted by the National Geodetic Survey in June 1991..
 MK1484
 MK1484.The geoid height was determined by GEOID03.
 MK1484
 MK1484.The dynamic height is computed by dividing the NAVD 88
 MK1484.geopotential number by the normal gravity value computed on the
 MK1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1484.degrees latitude (g = 980.6199 gals.).
 MK1484
 MK1484.The modeled gravity was interpolated from observed gravity values.
 MK1484
 MK1484;                    North         East    Units  Estimated Accuracy
 MK1484;SPC NE       -   143,670.      692,000.      MT  (+/- 180 meters Scaled)
 MK1484
 MK1484                          SUPERSEDED SURVEY CONTROL
 MK1484
 MK1484  NGVD 29 (??/??/92)  520.535  (m)         1707.79   (f) ADJ UNCH    2 0
 MK1484
 MK1484.Superseded values are not recommended for survey control.
 MK1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1484.See file dsdata.txt to determine how the superseded data were derived.
 MK1484
 MK1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL080511(NAD 83)
 MK1484_MARKER: DB = BENCH MARK DISK
 MK1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1484_STAMPING: S 325 1950
 MK1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1484+STABILITY: SURFACE MOTION
 MK1484
 MK1484  HISTORY     - Date     Condition        Report By
 MK1484  HISTORY     - 1950     MONUMENTED       CGS
 MK1484
 MK1484                          STATION DESCRIPTION
 MK1484
 MK1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1484'5.1 MI NE FROM POLK.
 MK1484'3.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MK1484'AT POLK, THENCE 1.3 MILES NORTH ALONG A GRAVELED ROAD, AT A
 MK1484'ROAD CROSSING, MIDWAY BETWEEN TWO TREES, 43 FEET SOUTH OF THE
 MK1484'CENTER LINE OF AN EAST AND WEST ROAD, 34 FEET WEST OF THE CENTER
 MK1484'LINE OF A NORTH AND SOUTH ROAD, 12 FEET SOUTH OF A FENCE CORNER,
 MK1484'1 FOOT EAST OF A FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST,
 MK1484'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MK1484'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1448 ***********************************************************************
 MK1448  DESIGNATION -  S 326
 MK1448  PID         -  MK1448
 MK1448  STATE/COUNTY-  NE/POLK
 MK1448  USGS QUAD   -  SWEDEHOME (1962)
 MK1448
 MK1448                         *CURRENT SURVEY CONTROL
 MK1448  ___________________________________________________________________
 MK1448* NAD 83(1986)-  41 11 17.     (N)    097 41 52.     (W)     SCALED    
 MK1448* NAVD 88     -       517.161  (meters)    1696.72   (feet)  ADJUSTED  
 MK1448  ___________________________________________________________________
 MK1448  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 MK1448  DYNAMIC HT  -         516.911 (meters)    1695.90  (feet)  COMP
 MK1448  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 MK1448
 MK1448  VERT ORDER  -  SECOND    CLASS 0
 MK1448
 MK1448.The horizontal coordinates were scaled from a topographic map and have
 MK1448.an estimated accuracy of +/- 6 seconds.
 MK1448
 MK1448.The orthometric height was determined by differential leveling
 MK1448.and adjusted by the National Geodetic Survey in June 1991..
 MK1448
 MK1448.The geoid height was determined by GEOID03.
 MK1448
 MK1448.The dynamic height is computed by dividing the NAVD 88
 MK1448.geopotential number by the normal gravity value computed on the
 MK1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1448.degrees latitude (g = 980.6199 gals.).
 MK1448
 MK1448.The modeled gravity was interpolated from observed gravity values.
 MK1448
 MK1448;                    North         East    Units  Estimated Accuracy
 MK1448;SPC NE       -   152,980.      693,060.      MT  (+/- 180 meters Scaled)
 MK1448
 MK1448                          SUPERSEDED SURVEY CONTROL
 MK1448
 MK1448  NGVD 29 (??/??/92)  516.954  (m)         1696.04   (f) ADJ UNCH    2 0
 MK1448
 MK1448.Superseded values are not recommended for survey control.
 MK1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1448.See file dsdata.txt to determine how the superseded data were derived.
 MK1448
 MK1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL092604(NAD 83)
 MK1448_MARKER: DB = BENCH MARK DISK
 MK1448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1448_SP_SET: CULVERT
 MK1448_STAMPING: S 326 1950
 MK1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1448
 MK1448  HISTORY     - Date     Condition        Report By
 MK1448  HISTORY     - 1950     MONUMENTED       CGS
 MK1448
 MK1448                          STATION DESCRIPTION
 MK1448
 MK1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1448'10.3 MI W FROM OSCEOLA.
 MK1448'0.5 MILE WEST ALONG U.S. HIGHWAY 30 A (CITY ROUTE) FROM THE HIGH
 MK1448'SCHOOL AT OSCEOLA, THENCE 8.2 MILES WEST ALONG U.S. HIGHWAY 30 A,
 MK1448'THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, THENCE 0.8 MILE EAST
 MK1448'ALONG A DIRT ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MK1448'7 FEET WEST OF A CONCRETE GUARD POST, SET IN THE TOP OF THE
 MK1448'SOUTH HEADWALL OF A CONCRETE CULVERT, 9.6 FEET EAST OF THE WEST
 MK1448'END OF THE HEADWALL, LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1475 ***********************************************************************
 MK1475  DESIGNATION -  S 327
 MK1475  PID         -  MK1475
 MK1475  STATE/COUNTY-  NE/POLK
 MK1475  USGS QUAD   -  SILVER CREEK SE (1958)
 MK1475
 MK1475                         *CURRENT SURVEY CONTROL
 MK1475  ___________________________________________________________________
 MK1475* NAD 83(1986)-  41 17 35.     (N)    097 30 05.     (W)     SCALED    
 MK1475* NAVD 88     -       468.100  (meters)    1535.76   (feet)  ADJUSTED  
 MK1475  ___________________________________________________________________
 MK1475  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 MK1475  DYNAMIC HT  -         467.887 (meters)    1535.06  (feet)  COMP
 MK1475  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 MK1475
 MK1475  VERT ORDER  -  SECOND    CLASS 0
 MK1475
 MK1475.The horizontal coordinates were scaled from a topographic map and have
 MK1475.an estimated accuracy of +/- 6 seconds.
 MK1475
 MK1475.The orthometric height was determined by differential leveling
 MK1475.and adjusted by the National Geodetic Survey in June 1991..
 MK1475
 MK1475.The geoid height was determined by GEOID03.
 MK1475
 MK1475.The dynamic height is computed by dividing the NAVD 88
 MK1475.geopotential number by the normal gravity value computed on the
 MK1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1475.degrees latitude (g = 980.6199 gals.).
 MK1475
 MK1475.The modeled gravity was interpolated from observed gravity values.
 MK1475
 MK1475;                    North         East    Units  Estimated Accuracy
 MK1475;SPC NE       -   165,090.      709,190.      MT  (+/- 180 meters Scaled)
 MK1475
 MK1475                          SUPERSEDED SURVEY CONTROL
 MK1475
 MK1475  NGVD 29 (??/??/92)  467.910  (m)         1535.13   (f) ADJ UNCH    2 0
 MK1475
 MK1475.Superseded values are not recommended for survey control.
 MK1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1475.See file dsdata.txt to determine how the superseded data were derived.
 MK1475
 MK1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL254723(NAD 83)
 MK1475_MARKER: DB = BENCH MARK DISK
 MK1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1475_STAMPING: S 327 1950
 MK1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1475+STABILITY: SURFACE MOTION
 MK1475
 MK1475  HISTORY     - Date     Condition        Report By
 MK1475  HISTORY     - 1950     MONUMENTED       CGS
 MK1475
 MK1475                          STATION DESCRIPTION
 MK1475
 MK1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1475'7 MI S FROM DUNCAN.
 MK1475'2.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MK1475'RAILROAD STATION AT DUNCAN, THENCE 0.6 MILE WEST ALONG A
 MK1475'GRAVELED ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVELED ROAD,
 MK1475'AT A ROAD INTERSECTION, 159 FEET SOUTH OF THE CENTER LINE OF AN
 MK1475'EATS AND WEST ROAD, 126 FEET SOUTH OF A FENCE CORNER, 34 FEET
 MK1475'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 0.8 FOOT
 MK1475'EAST OF A FENCE, 1.7 FEET SOUTH OF A WITNESS POST, SET IN THE
 MK1475'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0724 ***********************************************************************
 ML0724  DESIGNATION -  S 328
 ML0724  PID         -  ML0724
 ML0724  STATE/COUNTY-  NE/VALLEY
 ML0724  USGS QUAD   -  ARCADIA EAST (1978)
 ML0724
 ML0724                         *CURRENT SURVEY CONTROL
 ML0724  ___________________________________________________________________
 ML0724* NAD 83(1986)-  41 27 08.     (N)    099 02 22.     (W)     SCALED    
 ML0724* NAVD 88     -       690.394  (meters)    2265.07   (feet)  ADJUSTED  
 ML0724  ___________________________________________________________________
 ML0724  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 ML0724  DYNAMIC HT  -         690.048 (meters)    2263.93  (feet)  COMP
 ML0724  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 ML0724
 ML0724  VERT ORDER  -  SECOND    CLASS 0
 ML0724
 ML0724.The horizontal coordinates were scaled from a topographic map and have
 ML0724.an estimated accuracy of +/- 6 seconds.
 ML0724
 ML0724.The orthometric height was determined by differential leveling
 ML0724.and adjusted by the National Geodetic Survey in June 1991..
 ML0724
 ML0724.The geoid height was determined by GEOID03.
 ML0724
 ML0724.The dynamic height is computed by dividing the NAVD 88
 ML0724.geopotential number by the normal gravity value computed on the
 ML0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0724.degrees latitude (g = 980.6199 gals.).
 ML0724
 ML0724.The modeled gravity was interpolated from observed gravity values.
 ML0724
 ML0724;                    North         East    Units  Estimated Accuracy
 ML0724;SPC NE       -   180,180.      580,230.      MT  (+/- 180 meters Scaled)
 ML0724
 ML0724                          SUPERSEDED SURVEY CONTROL
 ML0724
 ML0724  NGVD 29 (??/??/92)  690.144  (m)         2264.25   (f) ADJ UNCH    2 0
 ML0724
 ML0724.Superseded values are not recommended for survey control.
 ML0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0724.See file dsdata.txt to determine how the superseded data were derived.
 ML0724
 ML0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML967889(NAD 83)
 ML0724_MARKER: DB = BENCH MARK DISK
 ML0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0724_STAMPING: G 328 1950
 ML0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0724+STABILITY: SURFACE MOTION
 ML0724
 ML0724  HISTORY     - Date     Condition        Report By
 ML0724  HISTORY     - 1950     MONUMENTED       CGS
 ML0724
 ML0724                          STATION DESCRIPTION
 ML0724
 ML0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0724'6.9 MI NE FROM ARCADIA.
 ML0724'4.9 MILES EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE
 ML0724'AT ARCADIA, THENCE 2.0 MILES NORTH ALONG STATE HIGHWAYS 56 AND
 ML0724'58, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 ML0724'SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, 11 FEET EAST
 ML0724'OF A FENCE CORNER, 1.3 FEET NORTH OF A FENCE, 1.4 FEET WEST
 ML0724'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 ML0724'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1343 ***********************************************************************
 MK1343  DESIGNATION -  S 329
 MK1343  PID         -  MK1343
 MK1343  STATE/COUNTY-  NE/BUTLER
 MK1343  USGS QUAD   -  DAVID CITY EAST (1968)
 MK1343
 MK1343                         *CURRENT SURVEY CONTROL
 MK1343  ___________________________________________________________________
 MK1343* NAD 83(1986)-  41 22 22.     (N)    097 07 11.     (W)     SCALED    
 MK1343* NAVD 88     -       424.847  (meters)    1393.85   (feet)  ADJUSTED  
 MK1343  ___________________________________________________________________
 MK1343  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 MK1343  DYNAMIC HT  -         424.658 (meters)    1393.23  (feet)  COMP
 MK1343  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 MK1343
 MK1343  VERT ORDER  -  SECOND    CLASS 0
 MK1343
 MK1343.The horizontal coordinates were scaled from a topographic map and have
 MK1343.an estimated accuracy of +/- 6 seconds.
 MK1343
 MK1343.The orthometric height was determined by differential leveling
 MK1343.and adjusted by the National Geodetic Survey in June 1991..
 MK1343
 MK1343.The geoid height was determined by GEOID03.
 MK1343
 MK1343.The dynamic height is computed by dividing the NAVD 88
 MK1343.geopotential number by the normal gravity value computed on the
 MK1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1343.degrees latitude (g = 980.6199 gals.).
 MK1343
 MK1343.The modeled gravity was interpolated from observed gravity values.
 MK1343
 MK1343;                    North         East    Units  Estimated Accuracy
 MK1343;SPC NE       -   174,930.      740,840.      MT  (+/- 180 meters Scaled)
 MK1343
 MK1343                          SUPERSEDED SURVEY CONTROL
 MK1343
 MK1343  NGVD 29 (??/??/92)  424.677  (m)         1393.29   (f) ADJ UNCH    2 0
 MK1343
 MK1343.Superseded values are not recommended for survey control.
 MK1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1343.See file dsdata.txt to determine how the superseded data were derived.
 MK1343
 MK1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL572818(NAD 83)
 MK1343_MARKER: DB = BENCH MARK DISK
 MK1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1343_STAMPING: S 329 1950
 MK1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1343+STABILITY: SURFACE MOTION
 MK1343
 MK1343  HISTORY     - Date     Condition        Report By
 MK1343  HISTORY     - 1950     MONUMENTED       CGS
 MK1343
 MK1343                          STATION DESCRIPTION
 MK1343
 MK1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1343'8.2 MI SW FROM SCHUYLER.
 MK1343'1 BLOCK WEST ALONG EAST 11TH STREET FROM THE POST OFFICE AT
 MK1343'SCHUYLER, THENCE 4.65 MILES SOUTH ALONG STATE HIGHWAY 15, THENCE
 MK1343'2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG
 MK1343'A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD,
 MK1343'80 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 32
 MK1343'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 25 FEET
 MK1343'NORTH OF THE MOST SOUTHERLY ONE OF 3 COTTONWOOD TREES, 1 FOOT
 MK1343'EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 MK1343'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0912 ***********************************************************************
 MK0912  DESIGNATION -  S 330
 MK0912  PID         -  MK0912
 MK0912  STATE/COUNTY-  NE/SAUNDERS
 MK0912  USGS QUAD   -  MALMO NW (1968)
 MK0912
 MK0912                         *CURRENT SURVEY CONTROL
 MK0912  ___________________________________________________________________
 MK0912* NAD 83(1986)-  41 25 48.     (N)    096 44 41.     (W)     SCALED    
 MK0912* NAVD 88     -       384.985  (meters)    1263.07   (feet)  ADJUSTED  
 MK0912  ___________________________________________________________________
 MK0912  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 MK0912  DYNAMIC HT  -         384.819 (meters)    1262.53  (feet)  COMP
 MK0912  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 MK0912
 MK0912  VERT ORDER  -  SECOND    CLASS 0
 MK0912
 MK0912.The horizontal coordinates were scaled from a topographic map and have
 MK0912.an estimated accuracy of +/- 6 seconds.
 MK0912
 MK0912.The orthometric height was determined by differential leveling
 MK0912.and adjusted by the National Geodetic Survey in June 1991..
 MK0912
 MK0912.The geoid height was determined by GEOID03.
 MK0912
 MK0912.The dynamic height is computed by dividing the NAVD 88
 MK0912.geopotential number by the normal gravity value computed on the
 MK0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0912.degrees latitude (g = 980.6199 gals.).
 MK0912
 MK0912.The modeled gravity was interpolated from observed gravity values.
 MK0912
 MK0912;                    North         East    Units  Estimated Accuracy
 MK0912;SPC NE       -   182,390.      771,940.      MT  (+/- 180 meters Scaled)
 MK0912
 MK0912                          SUPERSEDED SURVEY CONTROL
 MK0912
 MK0912  NGVD 29 (??/??/92)  384.833  (m)         1262.57   (f) ADJ UNCH    2 0
 MK0912
 MK0912.Superseded values are not recommended for survey control.
 MK0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0912.See file dsdata.txt to determine how the superseded data were derived.
 MK0912
 MK0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL884889(NAD 83)
 MK0912_MARKER: DB = BENCH MARK DISK
 MK0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0912_STAMPING: S 330 1950
 MK0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0912+STABILITY: SURFACE MOTION
 MK0912
 MK0912  HISTORY     - Date     Condition        Report By
 MK0912  HISTORY     - 1950     MONUMENTED       CGS
 MK0912
 MK0912                          STATION DESCRIPTION
 MK0912
 MK0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK0912'0.9 MI E FROM MORSE BLUFF.
 MK0912'0.9 MILE EAST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 MK0912'MORSE BLUFF, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD, 33
 MK0912'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTH
 MK0912'TO A FARMHOUSE, 13 FEET SOUTH OF A POWER POLE, 6 FEET NORTH OF
 MK0912'A FENCE, 4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MK0912'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0147 ***********************************************************************
 LH0147  DESIGNATION -  S 331
 LH0147  PID         -  LH0147
 LH0147  STATE/COUNTY-  NE/MERRICK
 LH0147  USGS QUAD   -  GRAND ISLAND (1993)
 LH0147
 LH0147                         *CURRENT SURVEY CONTROL
 LH0147  ___________________________________________________________________
 LH0147* NAD 83(1986)-  40 53 48.     (N)    098 15 31.     (W)     SCALED    
 LH0147* NAVD 88     -       561.584  (meters)    1842.46   (feet)  ADJUSTED  
 LH0147  ___________________________________________________________________
 LH0147  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 LH0147  DYNAMIC HT  -         561.288 (meters)    1841.49  (feet)  COMP
 LH0147  MODELED GRAV-     980,078.9   (mgal)                       NAVD 88
 LH0147
 LH0147  VERT ORDER  -  SECOND    CLASS 0
 LH0147
 LH0147.The horizontal coordinates were scaled from a topographic map and have
 LH0147.an estimated accuracy of +/- 6 seconds.
 LH0147
 LH0147.The orthometric height was determined by differential leveling
 LH0147.and adjusted by the National Geodetic Survey in June 1991..
 LH0147
 LH0147.The geoid height was determined by GEOID03.
 LH0147
 LH0147.The dynamic height is computed by dividing the NAVD 88
 LH0147.geopotential number by the normal gravity value computed on the
 LH0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0147.degrees latitude (g = 980.6199 gals.).
 LH0147
 LH0147.The modeled gravity was interpolated from observed gravity values.
 LH0147
 LH0147;                    North         East    Units  Estimated Accuracy
 LH0147;SPC NE       -   119,540.      646,690.      MT  (+/- 180 meters Scaled)
 LH0147
 LH0147                          SUPERSEDED SURVEY CONTROL
 LH0147
 LH0147  NGVD 29 (??/??/92)  561.338  (m)         1841.66   (f) ADJ UNCH    2 0
 LH0147
 LH0147.Superseded values are not recommended for survey control.
 LH0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0147.See file dsdata.txt to determine how the superseded data were derived.
 LH0147
 LH0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL624275(NAD 83)
 LH0147_MARKER: DB = BENCH MARK DISK
 LH0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LH0147_SP_SET: BRIDGE ABUTMENT
 LH0147_STAMPING: S 331 1950
 LH0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0147
 LH0147  HISTORY     - Date     Condition        Report By
 LH0147  HISTORY     - 1950     MONUMENTED       CGS
 LH0147
 LH0147                          STATION DESCRIPTION
 LH0147
 LH0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0147'4.8 MI SE FROM GRAND ISLAND.
 LH0147'4.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LH0147'RAILROAD FROM THE STATION AT GRAND ISLAND, 5.3 FEET NORTH OF THE
 LH0147'NORTH RAIL, 3.7 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 LH0147'TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE BRIDGE
 LH0147'OVER THE PLATTE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1543 ***********************************************************************
 MK1543  DESIGNATION -  S 333
 MK1543  PID         -  MK1543
 MK1543  STATE/COUNTY-  NE/HAMILTON
 MK1543  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1543
 MK1543                         *CURRENT SURVEY CONTROL
 MK1543  ___________________________________________________________________
 MK1543* NAD 83(1986)-  41 01 54.     (N)    097 57 34.     (W)     SCALED    
 MK1543* NAVD 88     -       546.569  (meters)    1793.20   (feet)  ADJUSTED  
 MK1543  ___________________________________________________________________
 MK1543  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 MK1543  DYNAMIC HT  -         546.289 (meters)    1792.28  (feet)  COMP
 MK1543  MODELED GRAV-     980,094.9   (mgal)                       NAVD 88
 MK1543
 MK1543  VERT ORDER  -  SECOND    CLASS 0
 MK1543
 MK1543.The horizontal coordinates were scaled from a topographic map and have
 MK1543.an estimated accuracy of +/- 6 seconds.
 MK1543
 MK1543.The orthometric height was determined by differential leveling
 MK1543.and adjusted by the National Geodetic Survey in June 1991..
 MK1543
 MK1543.The geoid height was determined by GEOID03.
 MK1543
 MK1543.The dynamic height is computed by dividing the NAVD 88
 MK1543.geopotential number by the normal gravity value computed on the
 MK1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1543.degrees latitude (g = 980.6199 gals.).
 MK1543
 MK1543.The modeled gravity was interpolated from observed gravity values.
 MK1543
 MK1543;                    North         East    Units  Estimated Accuracy
 MK1543;SPC NE       -   135,070.      671,530.      MT  (+/- 180 meters Scaled)
 MK1543
 MK1543                          SUPERSEDED SURVEY CONTROL
 MK1543
 MK1543  NGVD 29 (??/??/92)  546.342  (m)         1792.46   (f) ADJ UNCH    2 0
 MK1543
 MK1543.Superseded values are not recommended for survey control.
 MK1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1543.See file dsdata.txt to determine how the superseded data were derived.
 MK1543
 MK1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL874427(NAD 83)
 MK1543_MARKER: DB = BENCH MARK DISK
 MK1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1543_STAMPING: S 333 1950
 MK1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1543+STABILITY: SURFACE MOTION
 MK1543
 MK1543  HISTORY     - Date     Condition        Report By
 MK1543  HISTORY     - 1950     MONUMENTED       CGS
 MK1543
 MK1543                          STATION DESCRIPTION
 MK1543
 MK1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MK1543'4.8 MI NE FROM MARQUETTE.
 MK1543'0.7 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOL AT MARQUETTE,
 MK1543'THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 14, THENCE 2.0 MILES
 MK1543'EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A
 MK1543'GRAVELED ROAD, AT THE BELL SCHOOL (DISTRICT 21), AT A ROAD
 MK1543'INTERSECTION, 114 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 MK1543'WEST ROAD, 98 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 MK1543'ROAD, 30 FEET NORTHEAST OF A FLAGPOLE, 2.7 FEET NORTH OF THE
 MK1543'NORTHWEST CORNER OF THE SCHOOLHOUSE, SET IN THE TOP OF A CONCRETE
 MK1543'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1544 ***********************************************************************
 MK1544  DESIGNATION -  S 333 RESET
 MK1544  PID         -  MK1544
 MK1544  STATE/COUNTY-  NE/HAMILTON
 MK1544  USGS QUAD   -  CENTRAL CITY EAST (1962)
 MK1544
 MK1544                         *CURRENT SURVEY CONTROL
 MK1544  ___________________________________________________________________
 MK1544* NAD 83(1986)-  41 01 55.     (N)    097 57 34.     (W)     SCALED    
 MK1544* NAVD 88     -       546.44   (meters)    1792.8    (feet)  RESET     
 MK1544  ___________________________________________________________________
 MK1544  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 MK1544
 MK1544  VERT ORDER  -  THIRD
 MK1544
 MK1544.The horizontal coordinates were scaled from a topographic map and have
 MK1544.an estimated accuracy of +/- 6 seconds.
 MK1544
 MK1544.The orthometric height was computed from unverified reset data.
 MK1544
 MK1544.The geoid height was determined by GEOID03.
 MK1544
 MK1544;                    North         East    Units  Estimated Accuracy
 MK1544;SPC NE       -   135,100.      671,530.      MT  (+/- 180 meters Scaled)
 MK1544
 MK1544                          SUPERSEDED SURVEY CONTROL
 MK1544
 MK1544  NGVD 29 (??/??/??)  546.21   (m)         1792.0    (f) RESET       3  
 MK1544
 MK1544.Superseded values are not recommended for survey control.
 MK1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1544.See file dsdata.txt to determine how the superseded data were derived.
 MK1544
 MK1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL874428(NAD 83)
 MK1544_MARKER: DB = BENCH MARK DISK
 MK1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1544_STAMPING: S 333 RESET 1953
 MK1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1544+STABILITY: SURFACE MOTION
 MK1544
 MK1544  HISTORY     - Date     Condition        Report By
 MK1544  HISTORY     - 1953     MONUMENTED       SCS
 MK1544  HISTORY     - 1962     GOOD             USGS
 MK1544
 MK1544                          STATION DESCRIPTION
 MK1544
 MK1544'DESCRIBED BY SOIL CONSERVATION SERVICE 1953
 MK1544'0.7 MI E FROM MARQUETTE.
 MK1544'0.7 MILE EAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT MARQUETTE,
 MK1544'THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 14, THENCE 2.0 MILES
 MK1544'EAST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVEL
 MK1544'ROAD, AT A ROAD INTERSECTION, 112 FEET SOUTH OF THE CENTERLINE
 MK1544'OF THE EAST-AND-WEST ROAD, 33.5 FEET EAST OF THE CENTERLINE OF
 MK1544'THE NORTH-AND-SOUTH ROAD, AND 7 FEET NORTH OF A POLE.  A STANDARD
 MK1544'DISK, STAMPED S 333 RESET 1953 AND SET IN THE TOP OF A CONCRETE
 MK1544'POST.
 MK1544
 MK1544                          STATION RECOVERY (1962)
 MK1544
 MK1544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MK1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0158 ***********************************************************************
 LH0158  DESIGNATION -  S 334
 LH0158  PID         -  LH0158
 LH0158  STATE/COUNTY-  NE/HAMILTON
 LH0158  USGS QUAD   -  MURPHY (1969)
 LH0158
 LH0158                         *CURRENT SURVEY CONTROL
 LH0158  ___________________________________________________________________
 LH0158* NAD 83(1986)-  40 56 40.     (N)    098 05 34.     (W)     SCALED    
 LH0158* NAVD 88     -       564.646  (meters)    1852.51   (feet)  ADJUSTED  
 LH0158  ___________________________________________________________________
 LH0158  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 LH0158  DYNAMIC HT  -         564.354 (meters)    1851.55  (feet)  COMP
 LH0158  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 LH0158
 LH0158  VERT ORDER  -  SECOND    CLASS 0
 LH0158
 LH0158.The horizontal coordinates were scaled from a topographic map and have
 LH0158.an estimated accuracy of +/- 6 seconds.
 LH0158
 LH0158.The orthometric height was determined by differential leveling
 LH0158.and adjusted by the National Geodetic Survey in June 1991..
 LH0158
 LH0158.The geoid height was determined by GEOID03.
 LH0158
 LH0158.The dynamic height is computed by dividing the NAVD 88
 LH0158.geopotential number by the normal gravity value computed on the
 LH0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0158.degrees latitude (g = 980.6199 gals.).
 LH0158
 LH0158.The modeled gravity was interpolated from observed gravity values.
 LH0158
 LH0158;                    North         East    Units  Estimated Accuracy
 LH0158;SPC NE       -   125,130.      660,540.      MT  (+/- 180 meters Scaled)
 LH0158
 LH0158                          SUPERSEDED SURVEY CONTROL
 LH0158
 LH0158  NGVD 29 (??/??/92)  564.412  (m)         1851.74   (f) ADJ UNCH    2 0
 LH0158
 LH0158.Superseded values are not recommended for survey control.
 LH0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0158.See file dsdata.txt to determine how the superseded data were derived.
 LH0158
 LH0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL763329(NAD 83)
 LH0158_MARKER: DB = BENCH MARK DISK
 LH0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LH0158_STAMPING: S 334 1950
 LH0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0158+STABILITY: SURFACE MOTION
 LH0158
 LH0158  HISTORY     - Date     Condition        Report By
 LH0158  HISTORY     - 1950     MONUMENTED       CGS
 LH0158
 LH0158                          STATION DESCRIPTION
 LH0158
 LH0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0158'8.5 MI SW FROM MARQUETTE.
 LH0158'1.45 MILES WEST ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 LH0158'MARQUETTE, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LH0158'2.0 MILES WEST ALONG A DIRT ROAD, THENCE 2.0 MILES SOUTH ALONG A
 LH0158'GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, AT A
 LH0158'ROAD INTERSECTION, 42 FEET EAST OF THE CENTER LINE OF A NORTH
 LH0158'AND SOUTH ROAD, 34 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 LH0158'WEST ROAD, 10 FEET EAST OF A POWER POLE, IN LINE WITH A ROW OF
 LH0158'POWER POLES, 12.4 FEET SOUTH OF THE SOUTH END OF A CORRUGATED
 LH0158'PIPE CULVERT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LH0158'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0055 ***********************************************************************
 ML0055  DESIGNATION -  S 335
 ML0055  PID         -  ML0055
 ML0055  STATE/COUNTY-  NE/GREELEY
 ML0055  USGS QUAD   -  SPALDING (1985)
 ML0055
 ML0055                         *CURRENT SURVEY CONTROL
 ML0055  ___________________________________________________________________
 ML0055* NAD 83(1986)-  41 39 33.     (N)    098 18 37.     (W)     SCALED    
 ML0055* NAVD 88     -       570.871  (meters)    1872.93   (feet)  ADJUSTED  
 ML0055  ___________________________________________________________________
 ML0055  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 ML0055  DYNAMIC HT  -         570.599 (meters)    1872.04  (feet)  COMP
 ML0055  MODELED GRAV-     980,129.4   (mgal)                       NAVD 88
 ML0055
 ML0055  VERT ORDER  -  SECOND    CLASS 0
 ML0055
 ML0055.The horizontal coordinates were scaled from a topographic map and have
 ML0055.an estimated accuracy of +/- 6 seconds.
 ML0055
 ML0055.The orthometric height was determined by differential leveling
 ML0055.and adjusted by the National Geodetic Survey in June 1991..
 ML0055
 ML0055.The geoid height was determined by GEOID03.
 ML0055
 ML0055.The dynamic height is computed by dividing the NAVD 88
 ML0055.geopotential number by the normal gravity value computed on the
 ML0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0055.degrees latitude (g = 980.6199 gals.).
 ML0055
 ML0055.The modeled gravity was interpolated from observed gravity values.
 ML0055
 ML0055;                    North         East    Units  Estimated Accuracy
 ML0055;SPC NE       -   204,090.      640,680.      MT  (+/- 180 meters Scaled)
 ML0055
 ML0055                          SUPERSEDED SURVEY CONTROL
 ML0055
 ML0055  NGVD 29 (??/??/92)  570.627  (m)         1872.13   (f) ADJ UNCH    2 0
 ML0055
 ML0055.Superseded values are not recommended for survey control.
 ML0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0055.See file dsdata.txt to determine how the superseded data were derived.
 ML0055
 ML0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM574121(NAD 83)
 ML0055_MARKER: DB = BENCH MARK DISK
 ML0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0055_STAMPING: S 335 1950
 ML0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0055+STABILITY: SURFACE MOTION
 ML0055
 ML0055  HISTORY     - Date     Condition        Report By
 ML0055  HISTORY     - 1950     MONUMENTED       CGS
 ML0055
 ML0055                          STATION DESCRIPTION
 ML0055
 ML0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 ML0055'3.3 MI SE FROM SPALDING.
 ML0055'3.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 ML0055'STATION AT SPALDING, AT A ROAD CROSSING, 47 FEET NORTHEAST OF THE
 ML0055'NORTHEAST RAIL, 34 FEET EAST OF THE CENTER LINE OF A ROAD, 26
 ML0055'FEET NORTHEAST OF A CROSSING SIGN POST, 11 FEET SOUTHEAST OF A
 ML0055'FENCE CORNER, 1.1 FEET SOUTHWEST OF A FENCE, 2.1 FEET NORTHWEST OF
 ML0055'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ML0055'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0109 ***********************************************************************
 LH0109  DESIGNATION -  S 336
 LH0109  PID         -  LH0109
 LH0109  STATE/COUNTY-  NE/HALL
 LH0109  USGS QUAD   -  DONIPHAN (1993)
 LH0109
 LH0109                         *CURRENT SURVEY CONTROL
 LH0109  ___________________________________________________________________
 LH0109* NAD 83(1986)-  40 46 15.     (N)    098 21 00.     (W)     SCALED    
 LH0109* NAVD 88     -       586.486  (meters)    1924.16   (feet)  ADJUSTED  
 LH0109  ___________________________________________________________________
 LH0109  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 LH0109  DYNAMIC HT  -         586.170 (meters)    1923.13  (feet)  COMP
 LH0109  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 LH0109
 LH0109  VERT ORDER  -  SECOND    CLASS 0
 LH0109
 LH0109.The horizontal coordinates were scaled from a topographic map and have
 LH0109.an estimated accuracy of +/- 6 seconds.
 LH0109
 LH0109.The orthometric height was determined by differential leveling
 LH0109.and adjusted by the National Geodetic Survey in June 1991..
 LH0109
 LH0109.The geoid height was determined by GEOID03.
 LH0109
 LH0109.The dynamic height is computed by dividing the NAVD 88
 LH0109.geopotential number by the normal gravity value computed on the
 LH0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0109.degrees latitude (g = 980.6199 gals.).
 LH0109
 LH0109.The modeled gravity was interpolated from observed gravity values.
 LH0109
 LH0109;                    North         East    Units  Estimated Accuracy
 LH0109;SPC NE       -   105,420.      639,260.      MT  (+/- 180 meters Scaled)
 LH0109
 LH0109                          SUPERSEDED SURVEY CONTROL
 LH0109
 LH0109  NGVD 29 (??/??/92)  586.248  (m)         1923.38   (f) ADJ UNCH    2 0
 LH0109
 LH0109.Superseded values are not recommended for survey control.
 LH0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0109.See file dsdata.txt to determine how the superseded data were derived.
 LH0109
 LH0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL548135(NAD 83)
 LH0109_MARKER: DB = BENCH MARK DISK
 LH0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LH0109_SP_SET: CULVERT
 LH0109_STAMPING: S 336 1950
 LH0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH0109
 LH0109  HISTORY     - Date     Condition        Report By
 LH0109  HISTORY     - 1950     MONUMENTED       CGS
 LH0109
 LH0109                          STATION DESCRIPTION
 LH0109
 LH0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LH0109'1 MI E FROM DONIPHAN.
 LH0109'0.95 MILE EAST ALONG U.S. HIGHWAY 281 FROM THE UNION PACIFIC
 LH0109'RAILROAD STATION AT DONIPHAN, 295 FEET EAST OF THE CENTER LINE
 LH0109'OF A PRIVATE DRIVEWAY LEADING SOUTH TO THE ADAMS FARMHOUSE, 18.6
 LH0109'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 LH0109'OF THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1197 ***********************************************************************
 ML1197  DESIGNATION -  S 337 RESET
 ML1197  PID         -  ML1197
 ML1197  STATE/COUNTY-  NE/MERRICK
 ML1197  USGS QUAD   -  CHAPMAN (1962)
 ML1197
 ML1197                         *CURRENT SURVEY CONTROL
 ML1197  ___________________________________________________________________
 ML1197* NAD 83(1986)-  41 00 52.     (N)    098 10 19.     (W)     SCALED    
 ML1197* NAVD 88     -       540.42   (meters)    1773.0    (feet)  RESET     
 ML1197  ___________________________________________________________________
 ML1197  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 ML1197
 ML1197  VERT ORDER  -  THIRD
 ML1197
 ML1197.The horizontal coordinates were scaled from a topographic map and have
 ML1197.an estimated accuracy of +/- 6 seconds.
 ML1197
 ML1197.The orthometric height was computed from unverified reset data.
 ML1197.No vertical observational check was made to the station.
 ML1197
 ML1197.The geoid height was determined by GEOID03.
 ML1197
 ML1197;                    North         East    Units  Estimated Accuracy
 ML1197;SPC NE       -   132,760.      653,710.      MT  (+/- 180 meters Scaled)
 ML1197
 ML1197                          SUPERSEDED SURVEY CONTROL
 ML1197
 ML1197  NGVD 29 (08/02/06)  540.19   (m)         1772.3    (f) RESET       3  
 ML1197
 ML1197.Superseded values are not recommended for survey control.
 ML1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1197.See file dsdata.txt to determine how the superseded data were derived.
 ML1197
 ML1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL696406(NAD 83)
 ML1197_MARKER: DB = BENCH MARK DISK
 ML1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1197_SP_SET: CONCRETE POST
 ML1197_STAMPING: S 337 RESET 1988
 ML1197_MARK LOGO: NGS   
 ML1197_MAGNETIC: N = NO MAGNETIC MATERIAL
 ML1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML1197+STABILITY: SURFACE MOTION
 ML1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ML1197+SATELLITE: SATELLITE OBSERVATIONS - 1988
 ML1197
 ML1197  HISTORY     - Date     Condition        Report By
 ML1197  HISTORY     - 1988     MONUMENTED       NGS
 ML1197
 ML1197                          STATION DESCRIPTION
 ML1197
 ML1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 ML1197'0.16 KM (0.10 MI) EAST AND SOUTH ALONG 9TH STREET, FROM THE POST
 ML1197'OFFICE IN CHAPMAN TO U.S. HIGHWAY 30, THEN RIGHT AND SOUTHWEST ALONG
 ML1197'THE HIGHWAY FOR 1.77 KM (1.10 MI) TO THE MARK ON THE RIGHT, ABOUT
 ML1197'0.16 KM (0.10 MI) SOUTHWEST OF RAILROAD MILEPOST 136, 45.6 M
 ML1197'(149.6 FT) NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 14.63 M
 ML1197'(48.0 FT) SOUTHEAST FROM THE RAILROAD RIGHT-OF-WAY FENCE, 11.55 M
 ML1197'(37.9 FT) NORTHWEST OF THE  NORTHWEST RAIL OF THE NORTHWEST ONE OF TWO
 ML1197'SETS OF TRACKS, 1.95 M (6.4 FT) SOUTHWEST FROM A POLE, WHICH IS THE
 ML1197'SECOND POLE SOUTHWEST FROM THE MILEPOST 136 OF THE RAILROAD, AND SET
 ML1197'INTO THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 0.09 M (0.3 FT).
 ML1197'THE MARK IS 0.49 M (1.6 FT) SOUTHEAST FROM A WITNESS POST AND IS
 ML1197'ABOUT 0.3 M (1.0 FT) BELOW THE NORTHWEST SET OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0446 ***********************************************************************
 NP0446  DESIGNATION -  S 340
 NP0446  PID         -  NP0446
 NP0446  STATE/COUNTY-  NE/SIOUX
 NP0446  USGS QUAD   -  KYLE CREEK (1980)
 NP0446
 NP0446                         *CURRENT SURVEY CONTROL
 NP0446  ___________________________________________________________________
 NP0446* NAD 83(1986)-  42 37 20.     (N)    103 42 45.     (W)     SCALED    
 NP0446* NAVD 88     -      1334.003  (meters)    4376.64   (feet)  ADJUSTED  
 NP0446  ___________________________________________________________________
 NP0446  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 NP0446  DYNAMIC HT  -        1333.227 (meters)    4374.10  (feet)  COMP
 NP0446  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 NP0446
 NP0446  VERT ORDER  -  FIRST     CLASS II
 NP0446
 NP0446.The horizontal coordinates were scaled from a topographic map and have
 NP0446.an estimated accuracy of +/- 6 seconds.
 NP0446
 NP0446.The orthometric height was determined by differential leveling
 NP0446.and adjusted by the National Geodetic Survey in June 1991..
 NP0446
 NP0446.The geoid height was determined by GEOID03.
 NP0446
 NP0446.The dynamic height is computed by dividing the NAVD 88
 NP0446.geopotential number by the normal gravity value computed on the
 NP0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0446.degrees latitude (g = 980.6199 gals.).
 NP0446
 NP0446.The modeled gravity was interpolated from observed gravity values.
 NP0446
 NP0446;                    North         East    Units  Estimated Accuracy
 NP0446;SPC NE       -   316,200.      195,570.      MT  (+/- 180 meters Scaled)
 NP0446
 NP0446                          SUPERSEDED SURVEY CONTROL
 NP0446
 NP0446  NGVD 29 (??/??/92) 1333.347  (m)         4374.49   (f) ADJ UNCH    1 2
 NP0446
 NP0446.Superseded values are not recommended for survey control.
 NP0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0446.See file dsdata.txt to determine how the superseded data were derived.
 NP0446
 NP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH055196(NAD 83)
 NP0446_MARKER: DB = BENCH MARK DISK
 NP0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0446_STAMPING: S 340 1954
 NP0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0446+STABILITY: SURFACE MOTION
 NP0446
 NP0446  HISTORY     - Date     Condition        Report By
 NP0446  HISTORY     - 1954     MONUMENTED       CGS
 NP0446
 NP0446                          STATION DESCRIPTION
 NP0446
 NP0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0446'10.4 MI SE FROM HARRISON.
 NP0446'10.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0446'FROM THE STATION AT HARRISON, 1 POLE WEST OF MILEPOST 450, 189
 NP0446'FEET EAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 15 FEET
 NP0446'NORTHWEST OF A TELEPHONE POLE, 32 FEET SOUTH OF THE SOUTH RAIL,
 NP0446'2 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST,
 NP0446'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 NP0446'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0453 ***********************************************************************
 NP0453  DESIGNATION -  S 341
 NP0453  PID         -  NP0453
 NP0453  STATE/COUNTY-  NE/SIOUX
 NP0453  USGS QUAD   -  HARRISON EAST (1979)
 NP0453
 NP0453                         *CURRENT SURVEY CONTROL
 NP0453  ___________________________________________________________________
 NP0453* NAD 83(1986)-  42 40 18.     (N)    103 48 14.     (W)     SCALED    
 NP0453* NAVD 88     -      1429.215  (meters)    4689.02   (feet)  ADJUSTED  
 NP0453  ___________________________________________________________________
 NP0453  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 NP0453  DYNAMIC HT  -        1428.369 (meters)    4686.24  (feet)  COMP
 NP0453  MODELED GRAV-     979,978.7   (mgal)                       NAVD 88
 NP0453
 NP0453  VERT ORDER  -  FIRST     CLASS II
 NP0453
 NP0453.The horizontal coordinates were scaled from a topographic map and have
 NP0453.an estimated accuracy of +/- 6 seconds.
 NP0453
 NP0453.The orthometric height was determined by differential leveling
 NP0453.and adjusted by the National Geodetic Survey in June 1991..
 NP0453
 NP0453.The geoid height was determined by GEOID03.
 NP0453
 NP0453.The dynamic height is computed by dividing the NAVD 88
 NP0453.geopotential number by the normal gravity value computed on the
 NP0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0453.degrees latitude (g = 980.6199 gals.).
 NP0453
 NP0453.The modeled gravity was interpolated from observed gravity values.
 NP0453
 NP0453;                    North         East    Units  Estimated Accuracy
 NP0453;SPC NE       -   322,010.      188,320.      MT  (+/- 180 meters Scaled)
 NP0453
 NP0453                          SUPERSEDED SURVEY CONTROL
 NP0453
 NP0453  NGVD 29 (??/??/92) 1428.534  (m)         4686.78   (f) ADJ UNCH    1 2
 NP0453
 NP0453.Superseded values are not recommended for survey control.
 NP0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0453.See file dsdata.txt to determine how the superseded data were derived.
 NP0453
 NP0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH980250(NAD 83)
 NP0453_MARKER: DB = BENCH MARK DISK
 NP0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0453_STAMPING: S 341 1954
 NP0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0453+STABILITY: SURFACE MOTION
 NP0453
 NP0453  HISTORY     - Date     Condition        Report By
 NP0453  HISTORY     - 1954     MONUMENTED       CGS
 NP0453
 NP0453                          STATION DESCRIPTION
 NP0453
 NP0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NP0453'4.4 MI SE FROM HARRISON.
 NP0453'4.4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NP0453'FROM THE STATION AT HARRISON, 52 FEET SOUTHWEST OF THE SOUTHWEST
 NP0453'RAIL, 45.5 FEET NORTHEAST OF A FENCE, 112 FEET NORTHWEST OF
 NP0453'MILEPOST 456, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 NP0453'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0333 ***********************************************************************
 NP0333  DESIGNATION -  S 342
 NP0333  PID         -  NP0333
 NP0333  STATE/COUNTY-  NE/BOX BUTTE
 NP0333  USGS QUAD   -  HEMINGFORD (1948)
 NP0333
 NP0333                         *CURRENT SURVEY CONTROL
 NP0333  ___________________________________________________________________
 NP0333* NAD 83(1986)-  42 15 32.     (N)    103 00 53.     (W)     SCALED    
 NP0333* NAVD 88     -      1271.910  (meters)    4172.92   (feet)  ADJUSTED  
 NP0333  ___________________________________________________________________
 NP0333  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 NP0333  DYNAMIC HT  -        1271.167 (meters)    4170.49  (feet)  COMP
 NP0333  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 NP0333
 NP0333  VERT ORDER  -  FIRST     CLASS II
 NP0333
 NP0333.The horizontal coordinates were scaled from a topographic map and have
 NP0333.an estimated accuracy of +/- 6 seconds.
 NP0333
 NP0333.The orthometric height was determined by differential leveling
 NP0333.and adjusted by the National Geodetic Survey in June 1991..
 NP0333
 NP0333.The geoid height was determined by GEOID03.
 NP0333
 NP0333.The dynamic height is computed by dividing the NAVD 88
 NP0333.geopotential number by the normal gravity value computed on the
 NP0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0333.degrees latitude (g = 980.6199 gals.).
 NP0333
 NP0333.The modeled gravity was interpolated from observed gravity values.
 NP0333
 NP0333;                    North         East    Units  Estimated Accuracy
 NP0333;SPC NE       -   273,640.      251,360.      MT  (+/- 180 meters Scaled)
 NP0333
 NP0333                          SUPERSEDED SURVEY CONTROL
 NP0333
 NP0333  NGVD 29 (??/??/92) 1271.306  (m)         4170.94   (f) ADJ UNCH    1 2
 NP0333
 NP0333.Superseded values are not recommended for survey control.
 NP0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0333.See file dsdata.txt to determine how the superseded data were derived.
 NP0333
 NP0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG637804(NAD 83)
 NP0333_MARKER: DB = BENCH MARK DISK
 NP0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0333_STAMPING: S 342 1956
 NP0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0333+STABILITY: SURFACE MOTION
 NP0333
 NP0333  HISTORY     - Date     Condition        Report By
 NP0333  HISTORY     - 1956     MONUMENTED       CGS
 NP0333  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0333
 NP0333                          STATION DESCRIPTION
 NP0333
 NP0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0333'5.4 MI SE FROM HEMINGFORD.
 NP0333'5.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0333'RAILROAD FROM THE STATION AT HEMINGFORD, 11 POLES NORTHWEST OF
 NP0333'MILEPOST 379, 4 POLES NORTHWEST OF A ROAD CROSSING, 58 FEET
 NP0333'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 2, 28.6 FEET
 NP0333'SOUTHWEST OF THE SOUTHWEST RAIL, 2.6 FEET SOUTHEAST OF A WITNESS
 NP0333'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 NP0333'ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 3, TOWNSHIP
 NP0333'26 NORTH, RANGE 49 WEST.
 NP0333
 NP0333                          STATION RECOVERY (1985)
 NP0333
 NP0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0333'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0301 ***********************************************************************
 NP0301  DESIGNATION -  S 343
 NP0301  PID         -  NP0301
 NP0301  STATE/COUNTY-  NE/DAWES
 NP0301  USGS QUAD   -  BELMONT (1980)
 NP0301
 NP0301                         *CURRENT SURVEY CONTROL
 NP0301  ___________________________________________________________________
 NP0301* NAD 83(1986)-  42 37 07.     (N)    103 21 15.     (W)     SCALED    
 NP0301* NAVD 88     -      1239.470  (meters)    4066.49   (feet)  ADJUSTED  
 NP0301  ___________________________________________________________________
 NP0301  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 NP0301  DYNAMIC HT  -        1238.771 (meters)    4064.20  (feet)  COMP
 NP0301  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 NP0301
 NP0301  VERT ORDER  -  FIRST     CLASS II
 NP0301
 NP0301.The horizontal coordinates were scaled from a topographic map and have
 NP0301.an estimated accuracy of +/- 6 seconds.
 NP0301
 NP0301.The orthometric height was determined by differential leveling
 NP0301.and adjusted by the National Geodetic Survey in June 1991..
 NP0301
 NP0301.The geoid height was determined by GEOID03.
 NP0301
 NP0301.The dynamic height is computed by dividing the NAVD 88
 NP0301.geopotential number by the normal gravity value computed on the
 NP0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0301.degrees latitude (g = 980.6199 gals.).
 NP0301
 NP0301.The modeled gravity was interpolated from observed gravity values.
 NP0301
 NP0301;                    North         East    Units  Estimated Accuracy
 NP0301;SPC NE       -   314,590.      224,920.      MT  (+/- 180 meters Scaled)
 NP0301
 NP0301                          SUPERSEDED SURVEY CONTROL
 NP0301
 NP0301  NGVD 29 (??/??/92) 1238.870  (m)         4064.53   (f) ADJ UNCH    1 2
 NP0301
 NP0301.Superseded values are not recommended for survey control.
 NP0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0301.See file dsdata.txt to determine how the superseded data were derived.
 NP0301
 NP0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH349197(NAD 83)
 NP0301_MARKER: DB = BENCH MARK DISK
 NP0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0301_SP_SET: CONCRETE POST
 NP0301_STAMPING: S 343 1956
 NP0301_MARK LOGO: CGS   
 NP0301_PROJECTION: PROJECTING 4 CENTIMETERS
 NP0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0301+STABILITY: SURFACE MOTION
 NP0301
 NP0301  HISTORY     - Date     Condition        Report By
 NP0301  HISTORY     - 1956     MONUMENTED       CGS
 NP0301  HISTORY     - 1985     GOOD             NGS
 NP0301
 NP0301                          STATION DESCRIPTION
 NP0301
 NP0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NP0301'6.2 MI SE FROM CRAWFORD.
 NP0301'6.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NP0301'RAILROAD FROM THE STATION AT CRAWFORD, 12 POLES SOUTHWEST OF
 NP0301'MILEPOST 417, 53.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 5 FEET
 NP0301'SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, AT THE
 NP0301'NORTHEAST END OF A CUT, SET IN THE TOP OF A CONCRETE POST WHICH
 NP0301'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 31, TOWNSHIP 31
 NP0301'NORTH, RANGE 51 WEST.
 NP0301
 NP0301                          STATION RECOVERY (1985)
 NP0301
 NP0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0301'RECOVERED IN GOOD CONDITION.  EXCEPT THE RAILROAD DESCRIBED IS NOW THE
 NP0301'BURLINGTON NORTHERN RAILROAD AND ADD--11.77 METERS (38.6 FT) NORTHWEST
 NP0301'OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0156 ***********************************************************************
 MN0156  DESIGNATION -  S 344
 MN0156  PID         -  MN0156
 MN0156  STATE/COUNTY-  NE/MORRILL
 MN0156  USGS QUAD   -  ANGORA SE (1965)
 MN0156
 MN0156                         *CURRENT SURVEY CONTROL
 MN0156  ___________________________________________________________________
 MN0156* NAD 83(1986)-  41 48 13.     (N)    103 05 51.     (W)     SCALED    
 MN0156* NAVD 88     -      1248.896  (meters)    4097.42   (feet)  POSTED    
 MN0156  ___________________________________________________________________
 MN0156  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 MN0156  DYNAMIC HT  -        1248.100 (meters)    4094.81  (feet)  COMP
 MN0156  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 MN0156
 MN0156  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MN0156
 MN0156.The horizontal coordinates were scaled from a topographic map and have
 MN0156.an estimated accuracy of +/- 6 seconds.
 MN0156
 MN0156.The orthometric height was determined by differential leveling
 MN0156.and adjusted by the National Geodetic Survey in 1992..
 MN0156.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MN0156.rate of 3.1 thru 4.0 mm/km.
 MN0156
 MN0156.The geoid height was determined by GEOID03.
 MN0156
 MN0156.The dynamic height is computed by dividing the NAVD 88
 MN0156.geopotential number by the normal gravity value computed on the
 MN0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0156.degrees latitude (g = 980.6199 gals.).
 MN0156
 MN0156.The modeled gravity was interpolated from observed gravity values.
 MN0156
 MN0156;                    North         East    Units  Estimated Accuracy
 MN0156;SPC NE       -   223,360.      242,720.      MT  (+/- 180 meters Scaled)
 MN0156
 MN0156                          SUPERSEDED SURVEY CONTROL
 MN0156
 MN0156  NGVD 29 (??/??/92) 1248.278  (m)         4095.39   (f) ADJ UNCH    1 2
 MN0156
 MN0156.Superseded values are not recommended for survey control.
 MN0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0156.See file dsdata.txt to determine how the superseded data were derived.
 MN0156
 MN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG580297(NAD 83)
 MN0156_MARKER: DB = BENCH MARK DISK
 MN0156_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MN0156_SP_SET: 16 FEET
 MN0156_STAMPING: S 344 1956
 MN0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0156
 MN0156  HISTORY     - Date     Condition        Report By
 MN0156  HISTORY     - 1956     MONUMENTED       CGS
 MN0156  HISTORY     - 1985     MARK NOT FOUND   NGS
 MN0156
 MN0156                          STATION DESCRIPTION
 MN0156
 MN0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MN0156'3.8 MI S FROM ANGORA.
 MN0156'3.85 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MN0156'FROM THE STATION AT ANGORA, 14 POLES NORTHEAST OF MILEPOST 26,
 MN0156'AT A PRIVATE ROAD CROSSING, 95 FEET NORTHWEST OF THE NORTHWEST
 MN0156'RAIL, 24 FEET SOUTHWEST OF THE CENTER OF A STEEL GATE, 2 FEET
 MN0156'SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, CLAMPED
 MN0156'ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN
 MN0156'16 FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS
 MN0156'0.3 FOOT ABOVE THE GROUND, IN SECTION 10, TOWNSHIP 21 NORTH,
 MN0156'RANGE 50 WEST.
 MN0156
 MN0156                          STATION RECOVERY (1985)
 MN0156
 MN0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MN0156'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1715 ***********************************************************************
 MK1715  DESIGNATION -  S 345
 MK1715  PID         -  MK1715
 MK1715  STATE/COUNTY-  NE/PLATTE
 MK1715  USGS QUAD   -  LINDSAY (1985)
 MK1715
 MK1715                         *CURRENT SURVEY CONTROL
 MK1715  ___________________________________________________________________
 MK1715* NAD 83(1986)-  41 38 56.     (N)    097 38 21.     (W)     SCALED    
 MK1715* NAVD 88     -       499.647  (meters)    1639.26   (feet)  ADJUSTED  
 MK1715  ___________________________________________________________________
 MK1715  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 MK1715  DYNAMIC HT  -         499.430 (meters)    1638.55  (feet)  COMP
 MK1715  MODELED GRAV-     980,174.3   (mgal)                       NAVD 88
 MK1715
 MK1715  VERT ORDER  -  SECOND    CLASS 0
 MK1715
 MK1715.The horizontal coordinates were scaled from a topographic map and have
 MK1715.an estimated accuracy of +/- 6 seconds.
 MK1715
 MK1715.The orthometric height was determined by differential leveling
 MK1715.and adjusted by the National Geodetic Survey in June 1991..
 MK1715
 MK1715.The geoid height was determined by GEOID03.
 MK1715
 MK1715.The dynamic height is computed by dividing the NAVD 88
 MK1715.geopotential number by the normal gravity value computed on the
 MK1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1715.degrees latitude (g = 980.6199 gals.).
 MK1715
 MK1715.The modeled gravity was interpolated from observed gravity values.
 MK1715
 MK1715;                    North         East    Units  Estimated Accuracy
 MK1715;SPC NE       -   204,260.      696,580.      MT  (+/- 180 meters Scaled)
 MK1715
 MK1715                          SUPERSEDED SURVEY CONTROL
 MK1715
 MK1715  NGVD 29 (??/??/92)  499.449  (m)         1638.61   (f) ADJ UNCH    2 0
 MK1715
 MK1715.Superseded values are not recommended for survey control.
 MK1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1715.See file dsdata.txt to determine how the superseded data were derived.
 MK1715
 MK1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM133116(NAD 83)
 MK1715_MARKER: DB = BENCH MARK DISK
 MK1715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1715_SP_SET: CONCRETE FOUNDATION
 MK1715_STAMPING: S 345 1957
 MK1715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1715
 MK1715  HISTORY     - Date     Condition        Report By
 MK1715  HISTORY     - 1957     MONUMENTED       CGS
 MK1715  HISTORY     - 1989     GOOD             LOCSUR
 MK1715
 MK1715                          STATION DESCRIPTION
 MK1715
 MK1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MK1715'6 MI SE FROM LINDSAY.
 MK1715'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 91 FROM THE
 MK1715'STATION AT LINDSAY, THENCE 1.0 MILE SOUTH, THENCE 1.0 MILE
 MK1715'SOUTHEAST ALONG A WINDING ROAD, THENCE 1.0 MILE SOUTH,
 MK1715'THENCE 1.3 MILES SOUTHEAST ALONG A WINDING ROAD, THENCE 0.6
 MK1715'MILE SOUTH ALONG A ROAD, IN SECTION 3, T. 19 N., R. 3 W.,
 MK1715'76 FEET WEST OF THE CENTER LINE OF THE ROAD, 71 FEET SOUTH
 MK1715'OF THE CENTER LINE OF A FARM ROAD WEST, 104 FEET SOUTHWEST
 MK1715'OF THE CENTER OF THE INTERSECTION OF THE ROADS, ABOUT LEVEL
 MK1715'WITH THE ROADS AND IN THE TOP OF THE SOUTHEAST CORNER OF THE
 MK1715'CONCRETE FOUNDATION FOR A DEEP WELL PUMP.
 MK1715
 MK1715                          STATION RECOVERY (1989)
 MK1715
 MK1715'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DR)
 MK1715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0138 ***********************************************************************
 NO0138  DESIGNATION -  S 346
 NO0138  PID         -  NO0138
 NO0138  STATE/COUNTY-  NE/CHERRY
 NO0138  USGS QUAD   -  CROOKSTON EAST (1983)
 NO0138
 NO0138                         *CURRENT SURVEY CONTROL
 NO0138  ___________________________________________________________________
 NO0138* NAD 83(1986)-  42 55 14.     (N)    100 44 11.     (W)     SCALED    
 NO0138* NAVD 88     -       811.006  (meters)    2660.78   (feet)  ADJUSTED  
 NO0138  ___________________________________________________________________
 NO0138  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 NO0138  DYNAMIC HT  -         810.681 (meters)    2659.71  (feet)  COMP
 NO0138  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 NO0138
 NO0138  VERT ORDER  -  FIRST     CLASS II
 NO0138
 NO0138.The horizontal coordinates were scaled from a topographic map and have
 NO0138.an estimated accuracy of +/- 6 seconds.
 NO0138
 NO0138.The orthometric height was determined by differential leveling
 NO0138.and adjusted by the National Geodetic Survey in June 1991..
 NO0138
 NO0138.The geoid height was determined by GEOID03.
 NO0138
 NO0138.The dynamic height is computed by dividing the NAVD 88
 NO0138.geopotential number by the normal gravity value computed on the
 NO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0138.degrees latitude (g = 980.6199 gals.).
 NO0138
 NO0138.The modeled gravity was interpolated from observed gravity values.
 NO0138
 NO0138;                    North         East    Units  Estimated Accuracy
 NO0138;SPC NE       -   343,050.      439,880.      MT  (+/- 180 meters Scaled)
 NO0138
 NO0138                          SUPERSEDED SURVEY CONTROL
 NO0138
 NO0138  NGVD 29 (??/??/92)  810.701  (m)         2659.77   (f) ADJ UNCH    1 2
 NO0138
 NO0138.Superseded values are not recommended for survey control.
 NO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0138.See file dsdata.txt to determine how the superseded data were derived.
 NO0138
 NO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN582534(NAD 83)
 NO0138_MARKER: DB = BENCH MARK DISK
 NO0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0138_STAMPING: S 346 1957
 NO0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0138+STABILITY: SURFACE MOTION
 NO0138
 NO0138  HISTORY     - Date     Condition        Report By
 NO0138  HISTORY     - 1957     MONUMENTED       CGS
 NO0138
 NO0138                          STATION DESCRIPTION
 NO0138
 NO0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NO0138'1 MI E FROM CROOKSTON.
 NO0138'ABOUT 0.95 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0138'FROM THE STATION AT CROOKSTON, IN SECTION 16, T. 34 N., R. 29 W.,
 NO0138'32 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 91 FEET NORTHEAST
 NO0138'OF THE CENTER LINE OF U.S. HIGHWAY 20, 70 FEET NORTHEAST OF THE
 NO0138'NORTHEAST HEAD WALL OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY,
 NO0138'3 FEET NORTHEAST OF THE SEVENTH POLE SOUTHEAST OF MILE POST 280,
 NO0138'ABOUT 1 FOOT LOWER THAN THE RAIL AND IN THE TOP OF A CONCRETE
 NO0138'POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0269 ***********************************************************************
 NP0269  DESIGNATION -  S 347
 NP0269  PID         -  NP0269
 NP0269  STATE/COUNTY-  NE/DAWES
 NP0269  USGS QUAD   -  CRAWFORD (1980)
 NP0269
 NP0269                         *CURRENT SURVEY CONTROL
 NP0269  ___________________________________________________________________
 NP0269* NAD 83(1986)-  42 42 15.     (N)    103 24 18.     (W)     SCALED    
 NP0269* NAVD 88     -      1104.828  (meters)    3624.76   (feet)  ADJUSTED  
 NP0269  ___________________________________________________________________
 NP0269  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 NP0269  DYNAMIC HT  -        1104.237 (meters)    3622.82  (feet)  COMP
 NP0269  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 NP0269
 NP0269  VERT ORDER  -  FIRST     CLASS II
 NP0269
 NP0269.The horizontal coordinates were scaled from a topographic map and have
 NP0269.an estimated accuracy of +/- 6 seconds.
 NP0269
 NP0269.The orthometric height was determined by differential leveling
 NP0269.and adjusted by the National Geodetic Survey in July 2002..
 NP0269
 NP0269.The geoid height was determined by GEOID03.
 NP0269
 NP0269.The dynamic height is computed by dividing the NAVD 88
 NP0269.geopotential number by the normal gravity value computed on the
 NP0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0269.degrees latitude (g = 980.6199 gals.).
 NP0269
 NP0269.The modeled gravity was interpolated from observed gravity values.
 NP0269
 NP0269;                    North         East    Units  Estimated Accuracy
 NP0269;SPC NE       -   324,250.      221,130.      MT  (+/- 180 meters Scaled)
 NP0269
 NP0269                          SUPERSEDED SURVEY CONTROL
 NP0269
 NP0269  NAVD 88 (06/15/91) 1104.819  (m)         3624.73   (f) UNKNOWN     1 2
 NP0269  NGVD 29 (??/??/92) 1104.224  (m)         3622.77   (f) ADJ UNCH    1 2
 NP0269
 NP0269.Superseded values are not recommended for survey control.
 NP0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0269.See file dsdata.txt to determine how the superseded data were derived.
 NP0269
 NP0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH306291(NAD 83)
 NP0269_MARKER: DB = BENCH MARK DISK
 NP0269_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NP0269_SP_SET: RAILROAD ABUTMENT
 NP0269_STAMPING: S 347 1957
 NP0269_MARK LOGO: CGS   
 NP0269_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NP0269+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 NP0269
 NP0269  HISTORY     - Date     Condition        Report By
 NP0269  HISTORY     - 1957     MONUMENTED       CGS
 NP0269  HISTORY     - 1985     GOOD             NGS
 NP0269  HISTORY     - 19991006 GOOD             NGS
 NP0269
 NP0269                          STATION DESCRIPTION
 NP0269
 NP0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0269'1.4 MI NE FROM CRAWFORD.
 NP0269'ABOUT 1.4 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0269'RAILWAY FROM THE STATION AT CRAWFORD, IN SECTION 34, T. 32 N.,
 NP0269'R. 52 W, 7 1/2 POLES SOUTHWEST OF MILEPOST 431, 8 FEET NORTHWEST
 NP0269'OF THE NORTHWEST RAIL, 3 FEET BELOW THE RAIL, 0.1 MILE SOUTHWEST
 NP0269'OF THE CROSSING OF STATE HIGHWAY 2, IN THE TOP OF THE NORTHWEST
 NP0269'END OF THE BRIDGE SEAT OF THE SOUTHWEST ABUTMENT OF BRIDGE 700.
 NP0269
 NP0269                          STATION RECOVERY (1985)
 NP0269
 NP0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0269'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 NP0269'MI) NORTH ALONG US HIGHWAY 20 AND STATE ROUTE 71 FROM THE JUNCTION OF
 NP0269'MAIN STREET AT CRAWFORD, THENCE 1.9 KM (1.2 MI) NORTH ALONG STATE
 NP0269'ROUTE 71 TO THE CROSSING OF THE BURLINGTON NORTHERN RAILROAD, THENCE
 NP0269'0.16 KM (0.1 MI) SOUTHWEST ALONG THE RAILROAD, IN TOP OF THE
 NP0269'NORTHWEST END OF THE BRIDGE SEAT OF THE SOUTHWEST ABUTMENT OF THE
 NP0269'RAILROAD BRIDGE 700, 2.4 METERS (8 FT) NORTHWEST OF THE NORTHWEST
 NP0269'RAIL.
 NP0269'THE MARK IS 0.9 M BELOW THE RAILS.
 NP0269
 NP0269                          STATION RECOVERY (1999)
 NP0269
 NP0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 NP0269'0.8 KM (0.50 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NP0269'CRAWFORD, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG U.S.  HIGHWAY 20,
 NP0269'THENCE 1.8 KM (1.10 MI) NORTHERLY ALONG STATE HIGHWAY 71, THENCE 0.1
 NP0269'KM (0.05 MI) SOUTHEASTERLY ALONG THE DAKOTA MINNESOTA AND EASTERN
 NP0269'RAILROAD, IN TOP OF AND 0.8 M (2.6 FT) SOUTHEAST OF THE NORTHWEST END
 NP0269'OF THE SOUTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 700
 NP0269'SPANNING THE WHITE RIVER, 2.6 FT) NORTHWEST OF THE NEAR RAIL, AND 1.0
 NP0269'M (3.3 FT) BELOW THE LEVEL OF THE TRACK.  NOTE--THE MONUMENT IS ON
 NP0269'PROPERTY OWNED BY DAKOTA MINNESOTA AND EASTERN RAILROAD, CONTACT--TIM
 NP0269'CARLSON, P.O.BOX 178, BROOKINGS, SD 57006, TELEPHONE NUMBER (605)
 NP0269'697-2434.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0238 ***********************************************************************
 NP0238  DESIGNATION -  S 348
 NP0238  PID         -  NP0238
 NP0238  STATE/COUNTY-  NE/DAWES
 NP0238  USGS QUAD   -  CHADRON WEST (1980)
 NP0238
 NP0238                         *CURRENT SURVEY CONTROL
 NP0238  ___________________________________________________________________
 NP0238* NAD 83(1986)-  42 50 20.     (N)    103 01 55.     (W)     SCALED    
 NP0238* NAVD 88     -      1016.049  (meters)    3333.49   (feet)  ADJUSTED  
 NP0238  ___________________________________________________________________
 NP0238  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 NP0238  DYNAMIC HT  -        1015.547 (meters)    3331.84  (feet)  COMP
 NP0238  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 NP0238
 NP0238  VERT ORDER  -  FIRST     CLASS II
 NP0238
 NP0238.The horizontal coordinates were scaled from a topographic map and have
 NP0238.an estimated accuracy of +/- 6 seconds.
 NP0238
 NP0238.The orthometric height was determined by differential leveling
 NP0238.and adjusted by the National Geodetic Survey in June 1991..
 NP0238
 NP0238.The geoid height was determined by GEOID03.
 NP0238
 NP0238.The dynamic height is computed by dividing the NAVD 88
 NP0238.geopotential number by the normal gravity value computed on the
 NP0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0238.degrees latitude (g = 980.6199 gals.).
 NP0238
 NP0238.The modeled gravity was interpolated from observed gravity values.
 NP0238
 NP0238;                    North         East    Units  Estimated Accuracy
 NP0238;SPC NE       -   338,070.      252,200.      MT  (+/- 180 meters Scaled)
 NP0238
 NP0238                          SUPERSEDED SURVEY CONTROL
 NP0238
 NP0238  NGVD 29 (??/??/92) 1015.506  (m)         3331.71   (f) ADJ UNCH    1 2
 NP0238
 NP0238.Superseded values are not recommended for survey control.
 NP0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0238.See file dsdata.txt to determine how the superseded data were derived.
 NP0238
 NP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH608448(NAD 83)
 NP0238_MARKER: DB = BENCH MARK DISK
 NP0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0238_STAMPING: S 348 1957
 NP0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0238+STABILITY: SURFACE MOTION
 NP0238
 NP0238  HISTORY     - Date     Condition        Report By
 NP0238  HISTORY     - 1957     MONUMENTED       CGS
 NP0238
 NP0238                          STATION DESCRIPTION
 NP0238
 NP0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0238'1.9 MI W FROM CHADRON.
 NP0238'ABOUT 1.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0238'FROM THE STATION AT CHARDON, IN SECTION 13, T. 33 N., R. 49 W.,
 NP0238'85 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM THE FOURTH
 NP0238'POLE WEST OF MILEPOST 408, 39 FEET NORTH OF THE NORTH RAIL,
 NP0238'16 FEET SOUTHEAST OF A TELEPHONE POLE, 11 FEET SOUTH OF A FENCE
 NP0238'LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NP0238'WITH THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NP0238'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0324 ***********************************************************************
 NP0324  DESIGNATION -  S 349
 NP0324  PID         -  NP0324
 NP0324  STATE/COUNTY-  NE/DAWES
 NP0324  USGS QUAD   -  WAYSIDE (1980)
 NP0324
 NP0324                         *CURRENT SURVEY CONTROL
 NP0324  ___________________________________________________________________
 NP0324* NAD 83(1986)-  42 55 44.     (N)    103 11 26.     (W)     SCALED    
 NP0324* NAVD 88     -      1046.800  (meters)    3434.38   (feet)  ADJUSTED  
 NP0324  ___________________________________________________________________
 NP0324  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 NP0324  DYNAMIC HT  -        1046.305 (meters)    3432.75  (feet)  COMP
 NP0324  MODELED GRAV-     980,111.3   (mgal)                       NAVD 88
 NP0324
 NP0324  VERT ORDER  -  SECOND    CLASS 0
 NP0324
 NP0324.The horizontal coordinates were scaled from a topographic map and have
 NP0324.an estimated accuracy of +/- 6 seconds.
 NP0324
 NP0324.The orthometric height was determined by differential leveling
 NP0324.and adjusted by the National Geodetic Survey in June 1991..
 NP0324
 NP0324.The geoid height was determined by GEOID03.
 NP0324
 NP0324.The dynamic height is computed by dividing the NAVD 88
 NP0324.geopotential number by the normal gravity value computed on the
 NP0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0324.degrees latitude (g = 980.6199 gals.).
 NP0324
 NP0324.The modeled gravity was interpolated from observed gravity values.
 NP0324
 NP0324;                    North         East    Units  Estimated Accuracy
 NP0324;SPC NE       -   348,530.      239,610.      MT  (+/- 180 meters Scaled)
 NP0324
 NP0324                          SUPERSEDED SURVEY CONTROL
 NP0324
 NP0324  NGVD 29 (??/??/92) 1046.245  (m)         3432.56   (f) ADJ UNCH    2 0
 NP0324
 NP0324.Superseded values are not recommended for survey control.
 NP0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0324.See file dsdata.txt to determine how the superseded data were derived.
 NP0324
 NP0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH476545(NAD 83)
 NP0324_MARKER: DB = BENCH MARK DISK
 NP0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0324_STAMPING: S 349 1957
 NP0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0324+STABILITY: SURFACE MOTION
 NP0324
 NP0324  HISTORY     - Date     Condition        Report By
 NP0324  HISTORY     - 1957     MONUMENTED       CGS
 NP0324
 NP0324                          STATION DESCRIPTION
 NP0324
 NP0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0324'5 MI SE FROM WAYSIDE.
 NP0324'ABOUT 5.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0324'RAILWAY FROM THE STATION AT WAYSIDE, 143 FEET NORTHEAST AND
 NP0324'ACROSS THE TRACK FROM THE FIRST POLE NORTHWEST OF MILEPOST 7,
 NP0324'92 FEET NORTHEAST OF THE NORTHEAST RAIL, 6 FEET SOUTHWEST OF
 NP0324'THE FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 NP0324'4 FEET BELOW THE RAIL, AND IN THE TOP OF A CONCRETE POST WHICH
 NP0324'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0524 ***********************************************************************
 NN0524  DESIGNATION -  S 35
 NN0524  PID         -  NN0524
 NN0524  STATE/COUNTY-  NE/KEYA PAHA
 NN0524  USGS QUAD   -  MEADVILLE NE (1964)
 NN0524
 NN0524                         *CURRENT SURVEY CONTROL
 NN0524  ___________________________________________________________________
 NN0524* NAD 83(1986)-  42 57 14.     (N)    099 46 06.     (W)     SCALED    
 NN0524* NAVD 88     -       678.927  (meters)    2227.45   (feet)  ADJUSTED  
 NN0524  ___________________________________________________________________
 NN0524  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 NN0524  DYNAMIC HT  -         678.666 (meters)    2226.59  (feet)  COMP
 NN0524  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 NN0524
 NN0524  VERT ORDER  -  SECOND    CLASS 0
 NN0524
 NN0524.The horizontal coordinates were scaled from a topographic map and have
 NN0524.an estimated accuracy of +/- 6 seconds.
 NN0524
 NN0524.The orthometric height was determined by differential leveling
 NN0524.and adjusted by the National Geodetic Survey in June 1991..
 NN0524
 NN0524.The geoid height was determined by GEOID03.
 NN0524
 NN0524.The dynamic height is computed by dividing the NAVD 88
 NN0524.geopotential number by the normal gravity value computed on the
 NN0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0524.degrees latitude (g = 980.6199 gals.).
 NN0524
 NN0524.The modeled gravity was interpolated from observed gravity values.
 NN0524
 NN0524;                    North         East    Units  Estimated Accuracy
 NN0524;SPC NE       -   346,520.      518,900.      MT  (+/- 180 meters Scaled)
 NN0524
 NN0524                          SUPERSEDED SURVEY CONTROL
 NN0524
 NN0524  NGVD 29 (??/??/92)  678.633  (m)         2226.48   (f) ADJ UNCH    2 0
 NN0524
 NN0524.Superseded values are not recommended for survey control.
 NN0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0524.See file dsdata.txt to determine how the superseded data were derived.
 NN0524
 NN0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN373559(NAD 83)
 NN0524_MARKER: DB = BENCH MARK DISK
 NN0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0524_STAMPING: S-35-1934
 NN0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0524+STABILITY: SURFACE MOTION
 NN0524
 NN0524  HISTORY     - Date     Condition        Report By
 NN0524  HISTORY     - 1934     MONUMENTED       CGS
 NN0524
 NN0524                          STATION DESCRIPTION
 NN0524
 NN0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NN0524'9.8 MI N FROM SPRINGVIEW.
 NN0524'S-35 IS LOCATED 9.8 MILES NORTH OF COURTHOUSE AT SPRINGVIEW, 3.0
 NN0524'MILES SOUTH OF STATE LINE, 35 FEET WEST OF CENTERLINE OF U.S.
 NN0524'HWY. 83, 32 FEET SOUTH OF CENTERLINE OF SECTION LINE ROAD,
 NN0524'8 FEET SOUTH OF CORNER OF FENCE, 1.5 FEET EAST OF FENCE SOUTH
 NN0524'BY HIGHWAY.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES
 NN0524'HIGH.  STAMPED S 35 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0001 ***********************************************************************
 NP0001  DESIGNATION -  S 350
 NP0001  PID         -  NP0001
 NP0001  STATE/COUNTY-  NE/CHERRY
 NP0001  USGS QUAD   -  GORDON SE (1969)
 NP0001
 NP0001                         *CURRENT SURVEY CONTROL
 NP0001  ___________________________________________________________________
 NP0001* NAD 83(1986)-  42 51 27.     (N)    102 00 03.     (W)     SCALED    
 NP0001* NAVD 88     -      1072.110  (meters)    3517.41   (feet)  ADJUSTED  
 NP0001  ___________________________________________________________________
 NP0001  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 NP0001  DYNAMIC HT  -        1071.610 (meters)    3515.77  (feet)  COMP
 NP0001  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 NP0001
 NP0001  VERT ORDER  -  FIRST     CLASS II
 NP0001
 NP0001.The horizontal coordinates were scaled from a topographic map and have
 NP0001.an estimated accuracy of +/- 6 seconds.
 NP0001
 NP0001.The orthometric height was determined by differential leveling
 NP0001.and adjusted by the National Geodetic Survey in June 1991..
 NP0001
 NP0001.The geoid height was determined by GEOID03.
 NP0001
 NP0001.The dynamic height is computed by dividing the NAVD 88
 NP0001.geopotential number by the normal gravity value computed on the
 NP0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0001.degrees latitude (g = 980.6199 gals.).
 NP0001
 NP0001.The modeled gravity was interpolated from observed gravity values.
 NP0001
 NP0001;                    North         East    Units  Estimated Accuracy
 NP0001;SPC NE       -   337,680.      336,500.      MT  (+/- 180 meters Scaled)
 NP0001
 NP0001                          SUPERSEDED SURVEY CONTROL
 NP0001
 NP0001  NGVD 29 (??/??/92) 1071.642  (m)         3515.88   (f) ADJ UNCH    1 2
 NP0001
 NP0001.Superseded values are not recommended for survey control.
 NP0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0001.See file dsdata.txt to determine how the superseded data were derived.
 NP0001
 NP0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH450493(NAD 83)
 NP0001_MARKER: DB = BENCH MARK DISK
 NP0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0001_SP_SET: HEADWALL
 NP0001_STAMPING: S 350 1957
 NP0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0001
 NP0001  HISTORY     - Date     Condition        Report By
 NP0001  HISTORY     - 1957     MONUMENTED       CGS
 NP0001
 NP0001                          STATION DESCRIPTION
 NP0001
 NP0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0001'10.7 MI NE FROM GORDON.
 NP0001'ABOUT 10.7 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NP0001'RAILWAY FROM THE STATION AT GORDON, IN T. 33, N., R. 40 W., AND
 NP0001'IN THE CENTER OF THE SOUTH SIDE OF SECTION 2., 7 1/2 TELEPHONE
 NP0001'POLES NORTHEAST OF MILEPOST 349, IN THE CENTER LINE OF A PRIVATE
 NP0001'ROAD CROSSING, AT A CONCRETE AND STEEL CATTLE GUARD, 48 1/2 FEET
 NP0001'SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET NORTHWEST OF THE
 NP0001'SOUTHEAST RIGHT OF WAY FENCE, LEVEL WITH THE ROAD, AND IN THE
 NP0001'TOP AND CENTER OF THE NORTHWEST CONCRETE HEAD WALL OF THE CATTLE
 NP0001'GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0033 ***********************************************************************
 NP0033  DESIGNATION -  S 351
 NP0033  PID         -  NP0033
 NP0033  STATE/COUNTY-  NE/SHERIDAN
 NP0033  USGS QUAD   -  CLINTON (1969)
 NP0033
 NP0033                         *CURRENT SURVEY CONTROL
 NP0033  ___________________________________________________________________
 NP0033* NAD 83(1986)-  42 45 32.     (N)    102 20 49.     (W)     SCALED    
 NP0033* NAVD 88     -      1139.180  (meters)    3737.46   (feet)  ADJUSTED  
 NP0033  ___________________________________________________________________
 NP0033  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 NP0033  DYNAMIC HT  -        1138.616 (meters)    3735.61  (feet)  COMP
 NP0033  MODELED GRAV-     980,085.5   (mgal)                       NAVD 88
 NP0033
 NP0033  VERT ORDER  -  FIRST     CLASS II
 NP0033
 NP0033.The horizontal coordinates were scaled from a topographic map and have
 NP0033.an estimated accuracy of +/- 6 seconds.
 NP0033
 NP0033.The orthometric height was determined by differential leveling
 NP0033.and adjusted by the National Geodetic Survey in June 1991..
 NP0033
 NP0033.The geoid height was determined by GEOID03.
 NP0033
 NP0033.The dynamic height is computed by dividing the NAVD 88
 NP0033.geopotential number by the normal gravity value computed on the
 NP0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0033.degrees latitude (g = 980.6199 gals.).
 NP0033
 NP0033.The modeled gravity was interpolated from observed gravity values.
 NP0033
 NP0033;                    North         East    Units  Estimated Accuracy
 NP0033;SPC NE       -   327,450.      307,920.      MT  (+/- 180 meters Scaled)
 NP0033
 NP0033                          SUPERSEDED SURVEY CONTROL
 NP0033
 NP0033  NGVD 29 (??/??/92) 1138.666  (m)         3735.77   (f) ADJ UNCH    1 2
 NP0033
 NP0033.Superseded values are not recommended for survey control.
 NP0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0033.See file dsdata.txt to determine how the superseded data were derived.
 NP0033
 NP0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH170374(NAD 83)
 NP0033_MARKER: DB = BENCH MARK DISK
 NP0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NP0033_SP_SET: ELEVATOR BASE
 NP0033_STAMPING: S 351 1957
 NP0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0033
 NP0033  HISTORY     - Date     Condition        Report By
 NP0033  HISTORY     - 1957     MONUMENTED       CGS
 NP0033
 NP0033                          STATION DESCRIPTION
 NP0033
 NP0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0033'AT CLINTON.
 NP0033'AT CLINTON, 140 FEET EAST OF THE EAST CORNER OF THE CHICAGO
 NP0033'AND NORTH WESTERN RAILWAY STATION AT CLINTON, IN T. 32 N., R. 43
 NP0033'W., SECTION 15., AT THE NORTHEAST CYLINDRICAL GRAIN ELEVATOR WHICH
 NP0033'IS ONE OF THREE ELEVATORS, 35 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 NP0033'RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE NORTH SIDE OF A
 NP0033'OCTAGONAL SHAPED CONCRETE BASE OF THE ROUND STEEL ELEVATOR,
 NP0033'ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0230 ***********************************************************************
 NP0230  DESIGNATION -  S 352
 NP0230  PID         -  NP0230
 NP0230  STATE/COUNTY-  NE/DAWES
 NP0230  USGS QUAD   -  CHADRON EAST (1970)
 NP0230
 NP0230                         *CURRENT SURVEY CONTROL
 NP0230  ___________________________________________________________________
 NP0230* NAD 83(1986)-  42 49 51.     (N)    102 59 16.     (W)     SCALED    
 NP0230* NAVD 88     -      1028.163  (meters)    3373.23   (feet)  ADJUSTED  
 NP0230  ___________________________________________________________________
 NP0230  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0230  DYNAMIC HT  -        1027.656 (meters)    3371.57  (feet)  COMP
 NP0230  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 NP0230
 NP0230  VERT ORDER  -  FIRST     CLASS II
 NP0230
 NP0230.The horizontal coordinates were scaled from a topographic map and have
 NP0230.an estimated accuracy of +/- 6 seconds.
 NP0230
 NP0230.The orthometric height was determined by differential leveling
 NP0230.and adjusted by the National Geodetic Survey in June 1991..
 NP0230
 NP0230.The geoid height was determined by GEOID03.
 NP0230
 NP0230.The dynamic height is computed by dividing the NAVD 88
 NP0230.geopotential number by the normal gravity value computed on the
 NP0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0230.degrees latitude (g = 980.6199 gals.).
 NP0230
 NP0230.The modeled gravity was interpolated from observed gravity values.
 NP0230
 NP0230;                    North         East    Units  Estimated Accuracy
 NP0230;SPC NE       -   337,050.      255,770.      MT  (+/- 180 meters Scaled)
 NP0230
 NP0230                          SUPERSEDED SURVEY CONTROL
 NP0230
 NP0230  NGVD 29 (??/??/92) 1027.624  (m)         3371.46   (f) ADJ UNCH    1 2
 NP0230
 NP0230.Superseded values are not recommended for survey control.
 NP0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0230.See file dsdata.txt to determine how the superseded data were derived.
 NP0230
 NP0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH644439(NAD 83)
 NP0230_MARKER: DB = BENCH MARK DISK
 NP0230_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NP0230_SP_SET: 20 FT
 NP0230_STAMPING: S 352 1957
 NP0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0230
 NP0230  HISTORY     - Date     Condition        Report By
 NP0230  HISTORY     - 1957     MONUMENTED       CGS
 NP0230  HISTORY     - 1974     GOOD             LOCENG
 NP0230
 NP0230                          STATION DESCRIPTION
 NP0230
 NP0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0230'0.6 MI E FROM CHADRON.
 NP0230'ABOUT 0.55 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NP0230'FROM THE STATION AT CHADRON, IN SECTION 16, T. 33 N., R. 48 W.,
 NP0230'12 POLES EAST OF MILEPOST 406, 89 FEET SOUTH AND ACROSS A DIRT ROAD
 NP0230'FROM THE SOUTH RAIL OF THE MAIN TRACK, 34 FEET SOUTH OF THE CENTER
 NP0230'LINE OF THE DIRT ROAD, 15 FEET EAST OF A POLE, 1 1/2 FEET NORTH
 NP0230'OF THE FENCE LINE 48 FEET EAST OF A FENCE CORNER, 1 1/2 FEET WEST
 NP0230'OF A WHITE WOODEN WITNESS POST, A DISK ON A COPPER COATED ROD
 NP0230'THAT IS DRIVEN TO A DEPTH OF 20 FEET AND IS ENCASED IN A 6-INCH
 NP0230'TILE WHICH PROJECTS 4 INCHES.  NOTE-- 12 POLES EAST OF MILE POST
 NP0230'406, SECTION 16, T. 33 N, R-48-W, SOUTH OF MAIN TRACK 89 FEET.
 NP0230
 NP0230                          STATION RECOVERY (1974)
 NP0230
 NP0230'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 NP0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0212 ***********************************************************************
 NP0212  DESIGNATION -  S 353
 NP0212  PID         -  NP0212
 NP0212  STATE/COUNTY-  NE/SHERIDAN
 NP0212  USGS QUAD   -  HAY SPRINGS CREEK (1966)
 NP0212
 NP0212                         *CURRENT SURVEY CONTROL
 NP0212  ___________________________________________________________________
 NP0212* NAD 83(1986)-  42 43 12.     (N)    102 45 04.     (W)     SCALED    
 NP0212* NAVD 88     -      1176.119  (meters)    3858.65   (feet)  ADJUSTED  
 NP0212  ___________________________________________________________________
 NP0212  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0212  DYNAMIC HT  -        1175.512 (meters)    3856.66  (feet)  COMP
 NP0212  MODELED GRAV-     980,064.5   (mgal)                       NAVD 88
 NP0212
 NP0212  VERT ORDER  -  FIRST     CLASS II
 NP0212
 NP0212.The horizontal coordinates were scaled from a topographic map and have
 NP0212.an estimated accuracy of +/- 6 seconds.
 NP0212
 NP0212.The orthometric height was determined by differential leveling
 NP0212.and adjusted by the National Geodetic Survey in June 1991..
 NP0212
 NP0212.The geoid height was determined by GEOID03.
 NP0212
 NP0212.The dynamic height is computed by dividing the NAVD 88
 NP0212.geopotential number by the normal gravity value computed on the
 NP0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0212.degrees latitude (g = 980.6199 gals.).
 NP0212
 NP0212.The modeled gravity was interpolated from observed gravity values.
 NP0212
 NP0212;                    North         East    Units  Estimated Accuracy
 NP0212;SPC NE       -   324,100.      274,720.      MT  (+/- 180 meters Scaled)
 NP0212
 NP0212                          SUPERSEDED SURVEY CONTROL
 NP0212
 NP0212  NGVD 29 (??/??/92) 1175.567  (m)         3856.84   (f) ADJ UNCH    1 2
 NP0212
 NP0212.Superseded values are not recommended for survey control.
 NP0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0212.See file dsdata.txt to determine how the superseded data were derived.
 NP0212
 NP0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH841321(NAD 83)
 NP0212_MARKER: DB = BENCH MARK DISK
 NP0212_SETTING: 0 = UNSPECIFIED SETTING
 NP0212_STAMPING: S 353 1957
 NP0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0212
 NP0212  HISTORY     - Date     Condition        Report By
 NP0212  HISTORY     - 1957     MONUMENTED       CGS
 NP0212
 NP0212                          STATION DESCRIPTION
 NP0212
 NP0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NP0212'4.2 MI NW FROM HAY SPRINGS.
 NP0212'ABOUT 4.25 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NP0212'RAILWAY FROM THE STATION AT HAY SPRINGS, IN T. 32 N., R. 46 W.,
 NP0212'65 FEET EAST AND ACROSS THE TRACK FROM THE 6TH POLE SOUTHEAST OF
 NP0212'MILEPOST 391, 14 FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 1 1/2
 NP0212'FEET BELOW THE RAILS, AT A CONCRETE RAILROAD BRIDGE NUMBER 621,
 NP0212'SET 1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST HEAD
 NP0212'WALL OF THE RAILROAD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0113 ***********************************************************************
 NN0113  DESIGNATION -  S 36
 NN0113  PID         -  NN0113
 NN0113  STATE/COUNTY-  NE/KNOX
 NN0113  USGS QUAD   -  NIOBRARA (1950)
 NN0113
 NN0113                         *CURRENT SURVEY CONTROL
 NN0113  ___________________________________________________________________
 NN0113* NAD 83(1986)-  42 45 18.     (N)    098 02 14.     (W)     SCALED    
 NN0113* NAVD 88     -       373.961  (meters)    1226.90   (feet)  ADJUSTED  
 NN0113  ___________________________________________________________________
 NN0113  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 NN0113  DYNAMIC HT  -         373.838 (meters)    1226.50  (feet)  COMP
 NN0113  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 NN0113
 NN0113  VERT ORDER  -  SECOND    CLASS 0
 NN0113
 NN0113.The horizontal coordinates were scaled from a topographic map and have
 NN0113.an estimated accuracy of +/- 6 seconds.
 NN0113
 NN0113.The orthometric height was determined by differential leveling
 NN0113.and adjusted by the National Geodetic Survey in June 1991..
 NN0113
 NN0113.The geoid height was determined by GEOID03.
 NN0113
 NN0113.The dynamic height is computed by dividing the NAVD 88
 NN0113.geopotential number by the normal gravity value computed on the
 NN0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0113.degrees latitude (g = 980.6199 gals.).
 NN0113
 NN0113.The modeled gravity was interpolated from observed gravity values.
 NN0113
 NN0113;                    North         East    Units  Estimated Accuracy
 NN0113;SPC NE       -   326,230.      660,650.      MT  (+/- 180 meters Scaled)
 NN0113
 NN0113                          SUPERSEDED SURVEY CONTROL
 NN0113
 NN0113  NGVD 29 (??/??/92)  373.753  (m)         1226.22   (f) ADJ UNCH    2 0
 NN0113
 NN0113.Superseded values are not recommended for survey control.
 NN0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0113.See file dsdata.txt to determine how the superseded data were derived.
 NN0113
 NN0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN787340(NAD 83)
 NN0113_MARKER: DB = BENCH MARK DISK
 NN0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0113_STAMPING: S 36 1934
 NN0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0113+STABILITY: SURFACE MOTION
 NN0113
 NN0113  HISTORY     - Date     Condition        Report By
 NN0113  HISTORY     - 1934     MONUMENTED       CGS
 NN0113  HISTORY     - 1949     GOOD             NGS
 NN0113
 NN0113                          STATION DESCRIPTION
 NN0113
 NN0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NN0113'AT NIOBRARA.
 NN0113'183 FEET NORTH OF THE NORTHWEST CORNER OF THE CHICAGO AND NORTH
 NN0113'WESTERN RAILWAY STATION AT NIOBRARA, 54 FEET SOUTH OF THE SECOND
 NN0113'TELEPHONE POLE NORTH OF THE STATION, 44 FEET EAST OF THE EAST
 NN0113'RAIL OF THE MAIN TRACK, 1.0 FOOT SOUTH OF A REFERENCE POST, SET
 NN0113'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0043 ***********************************************************************
 LG0043  DESIGNATION -  S 363
 LG0043  PID         -  LG0043
 LG0043  STATE/COUNTY-  NE/OTOE
 LG0043  USGS QUAD   -  EAGLE (1966)
 LG0043
 LG0043                         *CURRENT SURVEY CONTROL
 LG0043  ___________________________________________________________________
 LG0043* NAD 83(1986)-  40 45 17.     (N)    096 23 10.     (W)     SCALED    
 LG0043* NAVD 88     -       372.818  (meters)    1223.15   (feet)  ADJUSTED  
 LG0043  ___________________________________________________________________
 LG0043  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 LG0043  DYNAMIC HT  -         372.657 (meters)    1222.63  (feet)  COMP
 LG0043  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 LG0043
 LG0043  VERT ORDER  -  SECOND    CLASS 0
 LG0043
 LG0043.The horizontal coordinates were scaled from a topographic map and have
 LG0043.an estimated accuracy of +/- 6 seconds.
 LG0043
 LG0043.The orthometric height was determined by differential leveling
 LG0043.and adjusted by the National Geodetic Survey in June 1991..
 LG0043
 LG0043.The geoid height was determined by GEOID03.
 LG0043
 LG0043.The dynamic height is computed by dividing the NAVD 88
 LG0043.geopotential number by the normal gravity value computed on the
 LG0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0043.degrees latitude (g = 980.6199 gals.).
 LG0043
 LG0043.The modeled gravity was interpolated from observed gravity values.
 LG0043
 LG0043;                    North         East    Units  Estimated Accuracy
 LG0043;SPC NE       -   108,680.      805,010.      MT  (+/- 180 meters Scaled)
 LG0043
 LG0043                          SUPERSEDED SURVEY CONTROL
 LG0043
 LG0043  NGVD 29 (??/??/92)  372.725  (m)         1222.85   (f) ADJ UNCH    2 0
 LG0043
 LG0043.Superseded values are not recommended for survey control.
 LG0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0043.See file dsdata.txt to determine how the superseded data were derived.
 LG0043
 LG0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL206148(NAD 83)
 LG0043_MARKER: DB = BENCH MARK DISK
 LG0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0043_STAMPING: S 363 1961
 LG0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0043+STABILITY: SURFACE MOTION
 LG0043
 LG0043  HISTORY     - Date     Condition        Report By
 LG0043  HISTORY     - 1961     MONUMENTED       CGS
 LG0043
 LG0043                          STATION DESCRIPTION
 LG0043
 LG0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0043'3.6 MI N FROM PALMYRA.
 LG0043'3.55 MILES ALONG A GRAVEL ROAD FROM THE CHICAGO, BURLINGTON
 LG0043'AND QUINCY RAILROAD STATION AT PALMYRA, 58 FEET NORTHEAST OF THE
 LG0043'CENTER OF A ROAD CROSSING, 45 FEET EAST OF THE CENTER OF A
 LG0043'N-S ROAD, 37 FEET SOUTH OF CENTER OF A E-W ROAD, 4.1 FEET SOUTH
 LG0043'OF A POWER POLE WITH ONE GUY WIRE, 3 FEET LOWER THAN THE ROAD,
 LG0043'1.7 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP
 LG0043'OF A SQUARE CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1060 ***********************************************************************
 LF1060  DESIGNATION -  S 364
 LF1060  PID         -  LF1060
 LF1060  STATE/COUNTY-  NE/OTOE
 LF1060  USGS QUAD   -  NEBRASKA CITY NW (1966)
 LF1060
 LF1060                         *CURRENT SURVEY CONTROL
 LF1060  ___________________________________________________________________
 LF1060* NAD 83(1986)-  40 41 48.     (N)    095 54 50.     (W)     SCALED    
 LF1060* NAVD 88     -       352.286  (meters)    1155.79   (feet)  ADJUSTED  
 LF1060  ___________________________________________________________________
 LF1060  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 LF1060  DYNAMIC HT  -         352.101 (meters)    1155.18  (feet)  COMP
 LF1060  MODELED GRAV-     980,090.5   (mgal)                       NAVD 88
 LF1060
 LF1060  VERT ORDER  -  SECOND    CLASS 0
 LF1060
 LF1060.The horizontal coordinates were scaled from a topographic map and have
 LF1060.an estimated accuracy of +/- 6 seconds.
 LF1060
 LF1060.The orthometric height was determined by differential leveling
 LF1060.and adjusted by the National Geodetic Survey in June 1991..
 LF1060
 LF1060.The geoid height was determined by GEOID03.
 LF1060
 LF1060.The dynamic height is computed by dividing the NAVD 88
 LF1060.geopotential number by the normal gravity value computed on the
 LF1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LF1060.degrees latitude (g = 980.6199 gals.).
 LF1060
 LF1060.The modeled gravity was interpolated from observed gravity values.
 LF1060
 LF1060;                    North         East    Units  Estimated Accuracy
 LF1060;SPC NE       -   104,010.      845,150.      MT  (+/- 180 meters Scaled)
 LF1060
 LF1060                          SUPERSEDED SURVEY CONTROL
 LF1060
 LF1060  NGVD 29 (??/??/92)  352.167  (m)         1155.40   (f) ADJ UNCH    2 0
 LF1060
 LF1060.Superseded values are not recommended for survey control.
 LF1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1060.See file dsdata.txt to determine how the superseded data were derived.
 LF1060
 LF1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF538091(NAD 83)
 LF1060_MARKER: DB = BENCH MARK DISK
 LF1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LF1060_STAMPING: S 364 1961
 LF1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LF1060+STABILITY: SURFACE MOTION
 LF1060
 LF1060  HISTORY     - Date     Condition        Report By
 LF1060  HISTORY     - 1961     MONUMENTED       CGS
 LF1060  HISTORY     - 20060221 MARK NOT FOUND   NEDR
 LF1060
 LF1060                          STATION DESCRIPTION
 LF1060
 LF1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LF1060'4.2 MI NW FROM NEBRASKA CITY.
 LF1060'4.0 MILES NORTHWEST ALONG U.S. HIGHWAY 73 AND 75 FROM THE COURT
 LF1060'HOUSE AT NEBRASKA CITY, THENCE 0.15 MILE WEST ALONG A GRAVEL
 LF1060'ROAD, 0.1 MILE NORTHEAST OF A DOUBLE POLE POWER LINE, 38.0 FEET
 LF1060'NORTH OF THE CENTER OF THE GRAVEL ROAD, 30.0 FEET EAST OF THE
 LF1060'CENTER OF FARM ROAD TO FIELD, 2.0 FEET HIGHER THAN THE ROAD, 1.9
 LF1060'FEET NORTH OF A FENCE, 1.8 FEET EAST OF A METAL WITNESS POST
 LF1060'WITH SIGN, SET IN TOP OF A CONCRETE POST PROJECTING 5.0 INCHES.
 LF1060
 LF1060                          STATION RECOVERY (2006)
 LF1060
 LF1060'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2006 (JA)
 LF1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0584 ***********************************************************************
 LG0584  DESIGNATION -  S 365
 LG0584  PID         -  LG0584
 LG0584  STATE/COUNTY-  NE/SALINE
 LG0584  USGS QUAD   -  SWANTON (1961)
 LG0584
 LG0584                         *CURRENT SURVEY CONTROL
 LG0584  ___________________________________________________________________
 LG0584* NAD 83(1986)-  40 28 58.     (N)    097 05 04.     (W)     SCALED    
 LG0584* NAVD 88     -       445.974  (meters)    1463.17   (feet)  ADJUSTED  
 LG0584  ___________________________________________________________________
 LG0584  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 LG0584  DYNAMIC HT  -         445.733 (meters)    1462.38  (feet)  COMP
 LG0584  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 LG0584
 LG0584  VERT ORDER  -  SECOND    CLASS 0
 LG0584
 LG0584.The horizontal coordinates were scaled from a topographic map and have
 LG0584.an estimated accuracy of +/- 6 seconds.
 LG0584
 LG0584.The orthometric height was determined by differential leveling
 LG0584.and adjusted by the National Geodetic Survey in June 1991..
 LG0584
 LG0584.The geoid height was determined by GEOID03.
 LG0584
 LG0584.The dynamic height is computed by dividing the NAVD 88
 LG0584.geopotential number by the normal gravity value computed on the
 LG0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0584.degrees latitude (g = 980.6199 gals.).
 LG0584
 LG0584.The modeled gravity was interpolated from observed gravity values.
 LG0584
 LG0584;                    North         East    Units  Estimated Accuracy
 LG0584;SPC NE       -    76,280.      747,120.      MT  (+/- 180 meters Scaled)
 LG0584
 LG0584                          SUPERSEDED SURVEY CONTROL
 LG0584
 LG0584  NGVD 29 (??/??/92)  445.825  (m)         1462.68   (f) ADJ UNCH    2 0
 LG0584
 LG0584.Superseded values are not recommended for survey control.
 LG0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0584.See file dsdata.txt to determine how the superseded data were derived.
 LG0584
 LG0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK623831(NAD 83)
 LG0584_MARKER: DB = BENCH MARK DISK
 LG0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0584_STAMPING: S 365 1961
 LG0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0584+STABILITY: SURFACE MOTION
 LG0584
 LG0584  HISTORY     - Date     Condition        Report By
 LG0584  HISTORY     - 1961     MONUMENTED       CGS
 LG0584
 LG0584                          STATION DESCRIPTION
 LG0584
 LG0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0584'13.6 MI S FROM DORCHESTER.
 LG0584'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0584'FROM THE STATION AT DORCHESTER, THENCE 10.5 MILES SOUTH ALONG
 LG0584'STATE HIGHWAY 15, THENCE 2.0 MILES EAST ALONG A GRAVEL ROAD,
 LG0584'THENCE 0.8 MILE SOUTH ALONG A GRAVEL ROAD, 44 FEET WEST OF THE
 LG0584'CENTER OF ROAD, 6 FEET NORTH OF A POWER POLE WITH SIX GUY WIRES,
 LG0584'1.6 FEET LOWER THAN THE ROAD, 1.1 FEET SOUTH OF A METAL WITNESS
 LG0584'POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 LG0584'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1283 ***********************************************************************
 NM1283  DESIGNATION -  S 38
 NM1283  PID         -  NM1283
 NM1283  STATE/COUNTY-  NE/PIERCE
 NM1283  USGS QUAD   -  OSMOND (1963)
 NM1283
 NM1283                         *CURRENT SURVEY CONTROL
 NM1283  ___________________________________________________________________
 NM1283* NAD 83(1986)-  42 21 55.     (N)    097 33 31.     (W)     SCALED    
 NM1283* NAVD 88     -       509.058  (meters)    1670.13   (feet)  ADJUSTED  
 NM1283  ___________________________________________________________________
 NM1283  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 NM1283  DYNAMIC HT  -         508.868 (meters)    1669.51  (feet)  COMP
 NM1283  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 NM1283
 NM1283  VERT ORDER  -  SECOND    CLASS 0
 NM1283
 NM1283.The horizontal coordinates were scaled from a topographic map and have
 NM1283.an estimated accuracy of +/- 6 seconds.
 NM1283
 NM1283.The orthometric height was determined by differential leveling
 NM1283.and adjusted by the National Geodetic Survey in June 1991..
 NM1283
 NM1283.The geoid height was determined by GEOID03.
 NM1283
 NM1283.The dynamic height is computed by dividing the NAVD 88
 NM1283.geopotential number by the normal gravity value computed on the
 NM1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1283.degrees latitude (g = 980.6199 gals.).
 NM1283
 NM1283.The modeled gravity was interpolated from observed gravity values.
 NM1283
 NM1283;                    North         East    Units  Estimated Accuracy
 NM1283;SPC NE       -   283,960.      701,040.      MT  (+/- 180 meters Scaled)
 NM1283
 NM1283                          SUPERSEDED SURVEY CONTROL
 NM1283
 NM1283  NGVD 29 (??/??/92)  508.863  (m)         1669.49   (f) ADJ UNCH    2 0
 NM1283
 NM1283.Superseded values are not recommended for survey control.
 NM1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1283.See file dsdata.txt to determine how the superseded data were derived.
 NM1283
 NM1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM186913(NAD 83)
 NM1283_MARKER: DB = BENCH MARK DISK
 NM1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1283_STAMPING: S-38--1934
 NM1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1283+STABILITY: SURFACE MOTION
 NM1283
 NM1283  HISTORY     - Date     Condition        Report By
 NM1283  HISTORY     - 1934     MONUMENTED       CGS
 NM1283  HISTORY     - 1961     MARK NOT FOUND   USGS
 NM1283
 NM1283                          STATION DESCRIPTION
 NM1283
 NM1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1283'2 MI E FROM OSMOND.
 NM1283'LOCATED 2 MILES EAST OF THE TOWN ALONG U.S. HIGHWAY 20.  OF
 NM1283'OSMOND, 0.8 MILE WEST OF JUNCTION OF U.S. HWYS 81 AND 20, 0.2
 NM1283'MILE WEST OF RAILROAD TRACK, 110 YARDS SOUTHWEST OF A FARM
 NM1283'HOUSE, 45 YARDS WEST OF CENTERLINE OF PRIVATE ROAD CROSSING, 31
 NM1283'FEET SOUTH OF CENTERLINE OF HIGHWAY, 1 FOOT NORTH OF FENCE.
 NM1283'STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
 NM1283
 NM1283                          STATION RECOVERY (1961)
 NM1283
 NM1283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NM1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0908 ***********************************************************************
 ML0908  DESIGNATION -  S 38 E
 ML0908  PID         -  ML0908
 ML0908  STATE/COUNTY-  NE/CUSTER
 ML0908  USGS QUAD   -  MILBURN (1978)
 ML0908
 ML0908                         *CURRENT SURVEY CONTROL
 ML0908  ___________________________________________________________________
 ML0908* NAD 83(1986)-  41 41 53.     (N)    099 40 23.     (W)     SCALED    
 ML0908* NAVD 88     -       761.414  (meters)    2498.07   (feet)  ADJUSTED  
 ML0908  ___________________________________________________________________
 ML0908  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 ML0908  DYNAMIC HT  -         761.023 (meters)    2496.79  (feet)  COMP
 ML0908  MODELED GRAV-     980,085.0   (mgal)                       NAVD 88
 ML0908
 ML0908  VERT ORDER  -  SECOND    CLASS 0
 ML0908
 ML0908.The horizontal coordinates were scaled from a topographic map and have
 ML0908.an estimated accuracy of +/- 6 seconds.
 ML0908
 ML0908.The orthometric height was determined by differential leveling
 ML0908.and adjusted by the National Geodetic Survey in June 1991..
 ML0908
 ML0908.The geoid height was determined by GEOID03.
 ML0908
 ML0908.The dynamic height is computed by dividing the NAVD 88
 ML0908.geopotential number by the normal gravity value computed on the
 ML0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0908.degrees latitude (g = 980.6199 gals.).
 ML0908
 ML0908.The modeled gravity was interpolated from observed gravity values.
 ML0908
 ML0908;                    North         East    Units  Estimated Accuracy
 ML0908;SPC NE       -   207,080.      527,210.      MT  (+/- 180 meters Scaled)
 ML0908
 ML0908                          SUPERSEDED SURVEY CONTROL
 ML0908
 ML0908  NGVD 29 (??/??/92)  761.130  (m)         2497.14   (f) ADJ UNCH    2 0
 ML0908
 ML0908.Superseded values are not recommended for survey control.
 ML0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0908.See file dsdata.txt to determine how the superseded data were derived.
 ML0908
 ML0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM439164(NAD 83)
 ML0908_MARKER: DB = BENCH MARK DISK
 ML0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0908_STAMPING: S-38-E
 ML0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0908+STABILITY: SURFACE MOTION
 ML0908
 ML0908  HISTORY     - Date     Condition        Report By
 ML0908  HISTORY     - UNK      MONUMENTED       BOR
 ML0908  HISTORY     - 1950     GOOD             NGS
 ML0908  HISTORY     - 1951     MARK NOT FOUND   USGS
 ML0908
 ML0908                          STATION DESCRIPTION
 ML0908
 ML0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ML0908'4.5 MI SE FROM MILBURN.
 ML0908'0.5 MILE EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT MILBURN,
 ML0908'THENCE 0.45 MILE SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE EAST
 ML0908'ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD, THENCE
 ML0908'0.5 MILE EAST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT
 ML0908'ROAD, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, THENCE 0.05 MILE SOUTH
 ML0908'ALONG A DIRT ROAD, 252 FEET SOUTH OF THE CENTER LINE OF A TRACK
 ML0908'ROAD LEADING EAST, 28 FEET EAST OF THE CENTER LINE OF THE NORTH AND
 ML0908'SOUTH ROAD, 1.2 FEET WEST OF A FENCE, 1 FOOT NORTH OF A WITNESS
 ML0908'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 ML0908'GROUND.
 ML0908
 ML0908                          STATION RECOVERY (1951)
 ML0908
 ML0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 ML0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1114 ***********************************************************************
 NM1114  DESIGNATION -  S 39
 NM1114  PID         -  NM1114
 NM1114  STATE/COUNTY-  NE/KNOX
 NM1114  USGS QUAD   -  CROFTON (1968)
 NM1114
 NM1114                         *CURRENT SURVEY CONTROL
 NM1114  ___________________________________________________________________
 NM1114* NAD 83(1986)-  42 43 33.     (N)    097 29 42.     (W)     SCALED    
 NM1114* NAVD 88     -       436.393  (meters)    1431.73   (feet)  ADJUSTED  
 NM1114  ___________________________________________________________________
 NM1114  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 NM1114  DYNAMIC HT  -         436.253 (meters)    1431.27  (feet)  COMP
 NM1114  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 NM1114
 NM1114  VERT ORDER  -  SECOND    CLASS 0
 NM1114
 NM1114.The horizontal coordinates were scaled from a topographic map and have
 NM1114.an estimated accuracy of +/- 6 seconds.
 NM1114
 NM1114.The orthometric height was determined by differential leveling
 NM1114.and adjusted by the National Geodetic Survey in June 1991..
 NM1114
 NM1114.The geoid height was determined by GEOID03.
 NM1114
 NM1114.The dynamic height is computed by dividing the NAVD 88
 NM1114.geopotential number by the normal gravity value computed on the
 NM1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1114.degrees latitude (g = 980.6199 gals.).
 NM1114
 NM1114.The modeled gravity was interpolated from observed gravity values.
 NM1114
 NM1114;                    North         East    Units  Estimated Accuracy
 NM1114;SPC NE       -   324,140.      705,110.      MT  (+/- 180 meters Scaled)
 NM1114
 NM1114                          SUPERSEDED SURVEY CONTROL
 NM1114
 NM1114  NGVD 29 (??/??/92)  436.180  (m)         1431.03   (f) ADJ UNCH    2 0
 NM1114
 NM1114.Superseded values are not recommended for survey control.
 NM1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1114.See file dsdata.txt to determine how the superseded data were derived.
 NM1114
 NM1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN232314(NAD 83)
 NM1114_MARKER: DB = BENCH MARK DISK
 NM1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1114_STAMPING: S-39 1934
 NM1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1114+STABILITY: SURFACE MOTION
 NM1114
 NM1114  HISTORY     - Date     Condition        Report By
 NM1114  HISTORY     - 1934     MONUMENTED       CGS
 NM1114  HISTORY     - 1966     GOOD             USGS
 NM1114
 NM1114                          STATION DESCRIPTION
 NM1114
 NM1114'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NM1114'AT CROFTON.
 NM1114'AT CROFTON ON THE NORTHWESTERN RR, ABOUT 210 YARDS EAST OF THE
 NM1114'EAST ONE OF TWO GRAIN ELEVATORS IN THE SE PORTION OF CROFTON,
 NM1114'92 YARDS (PACED) WEST OF A RR SWITCH BOX WHICH IS ABOUT 100 YARDS
 NM1114'WEST OF A TIMBER TRESTLE BRIDGE, 48 YARDS (PACED) SE OF THE
 NM1114'SE COR OF A SUB STATION, 14.1 FT S. OF THE S. RAIL OF THE MAIN
 NM1114'TRACK, 13.1 FT. N OF THE N. RAIL OF THE N. ONE OF TWO SOUTH
 NM1114'SIDE TRACKS, 0.5 FT WEST OF A METAL WITNESS SIGN, A STANDARD
 NM1114'DISK STAMPED S-39, 1934 AND SET IN THE TOP OF A CONC. POST
 NM1114'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0474 ***********************************************************************
 NP0474  DESIGNATION -  S 4
 NP0474  PID         -  NP0474
 NP0474  STATE/COUNTY-  NE/SIOUX
 NP0474  USGS QUAD   -  ROUNDTOP (1980)
 NP0474
 NP0474                         *CURRENT SURVEY CONTROL
 NP0474  ___________________________________________________________________
 NP0474* NAD 83(1986)-  42 50 42.     (N)    103 32 03.     (W)     SCALED    
 NP0474* NAVD 88     -      1129.797  (meters)    3706.68   (feet)  ADJUSTED  
 NP0474  ___________________________________________________________________
 NP0474  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 NP0474  DYNAMIC HT  -        1129.226 (meters)    3704.80  (feet)  COMP
 NP0474  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 NP0474
 NP0474  VERT ORDER  -  FIRST     CLASS II
 NP0474
 NP0474.The horizontal coordinates were scaled from a topographic map and have
 NP0474.an estimated accuracy of +/- 6 seconds.
 NP0474
 NP0474.The orthometric height was determined by differential leveling
 NP0474.and adjusted by the National Geodetic Survey in June 1991..
 NP0474
 NP0474.The geoid height was determined by GEOID03.
 NP0474
 NP0474.The dynamic height is computed by dividing the NAVD 88
 NP0474.geopotential number by the normal gravity value computed on the
 NP0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0474.degrees latitude (g = 980.6199 gals.).
 NP0474
 NP0474.The modeled gravity was interpolated from observed gravity values.
 NP0474
 NP0474;                    North         East    Units  Estimated Accuracy
 NP0474;SPC NE       -   340,310.      211,200.      MT  (+/- 180 meters Scaled)
 NP0474
 NP0474                          SUPERSEDED SURVEY CONTROL
 NP0474
 NP0474  NGVD 29 (??/??/92) 1129.206  (m)         3704.74   (f) ADJ UNCH    1 2
 NP0474
 NP0474.Superseded values are not recommended for survey control.
 NP0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0474.See file dsdata.txt to determine how the superseded data were derived.
 NP0474
 NP0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH197446(NAD 83)
 NP0474_MARKER: B = BOLT
 NP0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NP0474_SP_SET: CULVERT
 NP0474_STAMPING: USBM
 NP0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NP0474
 NP0474  HISTORY     - Date     Condition        Report By
 NP0474  HISTORY     - UNK      MONUMENTED       CGS
 NP0474  HISTORY     - 1957     GOOD             NGS
 NP0474  HISTORY     - 1985     MARK NOT FOUND   NGS
 NP0474
 NP0474                          STATION DESCRIPTION
 NP0474
 NP0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NP0474'13 MI NW FROM CRAWFORD.
 NP0474'ABOUT 12.95 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NP0474'QUINCY RAILROAD FROM THE STATION AT CRAWFORD, IN SECTION 11,
 NP0474'T. 33 N., R. 53 W., 5 1/2 POLES SOUTHEAST OF MILEPOST 436, 11 1/2
 NP0474'RAILS SOUTHEAST OF A PRIVATE ROAD CROSSING, 7 FEET SOUTHWEST
 NP0474'OF THE SOUTHWEST RAIL, 2 FEET LOWER THAN THE TRACK, A COPPER
 NP0474'BOLT IN THE CENTER OF THE SOUTHWEST HEADWALL OF A 5 X 6-FOOT
 NP0474'CONCRETE CULVERT.
 NP0474
 NP0474                          STATION RECOVERY (1985)
 NP0474
 NP0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NP0474'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1157 ***********************************************************************
 NM1157  DESIGNATION -  S 40
 NM1157  PID         -  NM1157
 NM1157  STATE/COUNTY-  NE/DIXON
 NM1157  USGS QUAD   -  LAUREL (1971)
 NM1157
 NM1157                         *CURRENT SURVEY CONTROL
 NM1157  ___________________________________________________________________
 NM1157* NAD 83(1986)-  42 23 19.     (N)    097 00 20.     (W)     SCALED    
 NM1157* NAVD 88     -       440.402  (meters)    1444.89   (feet)  ADJUSTED  
 NM1157  ___________________________________________________________________
 NM1157  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 NM1157  DYNAMIC HT  -         440.258 (meters)    1444.41  (feet)  COMP
 NM1157  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 NM1157
 NM1157  VERT ORDER  -  SECOND    CLASS 0
 NM1157
 NM1157.The horizontal coordinates were scaled from a topographic map and have
 NM1157.an estimated accuracy of +/- 6 seconds.
 NM1157
 NM1157.The orthometric height was determined by differential leveling
 NM1157.and adjusted by the National Geodetic Survey in June 1991..
 NM1157
 NM1157.The geoid height was determined by GEOID03.
 NM1157
 NM1157.The dynamic height is computed by dividing the NAVD 88
 NM1157.geopotential number by the normal gravity value computed on the
 NM1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1157.degrees latitude (g = 980.6199 gals.).
 NM1157
 NM1157.The modeled gravity was interpolated from observed gravity values.
 NM1157
 NM1157;                    North         East    Units  Estimated Accuracy
 NM1157;SPC NE       -   287,980.      746,470.      MT  (+/- 180 meters Scaled)
 NM1157
 NM1157                          SUPERSEDED SURVEY CONTROL
 NM1157
 NM1157  NGVD 29 (??/??/92)  440.218  (m)         1444.28   (f) ADJ UNCH    2 0
 NM1157
 NM1157.Superseded values are not recommended for survey control.
 NM1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1157.See file dsdata.txt to determine how the superseded data were derived.
 NM1157
 NM1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM641948(NAD 83)
 NM1157_MARKER: DB = BENCH MARK DISK
 NM1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1157_STAMPING: S 40 1934
 NM1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1157+STABILITY: SURFACE MOTION
 NM1157
 NM1157  HISTORY     - Date     Condition        Report By
 NM1157  HISTORY     - 1934     MONUMENTED       CGS
 NM1157
 NM1157                          STATION DESCRIPTION
 NM1157
 NM1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NM1157'1 MI NW FROM CONCORD.
 NM1157'1.0 MILE NORTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 NM1157'AND OMAHA RAILWAY FROM THE STATION AT CONCORD, DIXON COUNTY,
 NM1157'110 YARDS SOUTHEAST OF MILEPOST 11, 63 YARDS SOUTHEAST OF
 NM1157'A 5-FOOT CONCRETE CULVERT, 44.5 FEET SOUTHWEST OF THE SOUTHWEST
 NM1157'RAIL, AND 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 NM1157'STANDARD DISK, STAMPED S 40 1934 AND SET IN THE TOP OF A
 NM1157'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0559 ***********************************************************************
 NP0559  DESIGNATION -  S 416
 NP0559  PID         -  NP0559
 NP0559  STATE/COUNTY-  NE/DAWES
 NP0559  USGS QUAD   -  BELMONT (1980)
 NP0559
 NP0559                         *CURRENT SURVEY CONTROL
 NP0559  ___________________________________________________________________
 NP0559* NAD 83(1986)-  42 35 44.     (N)    103 21 32.     (W)     SCALED    
 NP0559* NAVD 88     -      1300.627  (meters)    4267.14   (feet)  ADJUSTED  
 NP0559  ___________________________________________________________________
 NP0559  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 NP0559  DYNAMIC HT  -        1299.878 (meters)    4264.68  (feet)  COMP
 NP0559  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 NP0559
 NP0559  VERT ORDER  -  FIRST     CLASS II
 NP0559
 NP0559.The horizontal coordinates were scaled from a topographic map and have
 NP0559.an estimated accuracy of +/- 6 seconds.
 NP0559
 NP0559.The orthometric height was determined by differential leveling
 NP0559.and adjusted by the National Geodetic Survey in June 1991..
 NP0559
 NP0559.The geoid height was determined by GEOID03.
 NP0559
 NP0559.The dynamic height is computed by dividing the NAVD 88
 NP0559.geopotential number by the normal gravity value computed on the
 NP0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0559.degrees latitude (g = 980.6199 gals.).
 NP0559
 NP0559.The modeled gravity was interpolated from observed gravity values.
 NP0559
 NP0559;                    North         East    Units  Estimated Accuracy
 NP0559;SPC NE       -   312,050.      224,440.      MT  (+/- 180 meters Scaled)
 NP0559
 NP0559                          SUPERSEDED SURVEY CONTROL
 NP0559
 NP0559.No superseded survey control is available for this station.
 NP0559
 NP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH346172(NAD 83)
 NP0559_MARKER: I = METAL ROD
 NP0559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NP0559_SP_SET: STAINLESS STEEL ROD
 NP0559_STAMPING: S 416 1985
 NP0559_MARK LOGO: NGS   
 NP0559_PROJECTION: FLUSH
 NP0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NP0559_ROD/PIPE-DEPTH: 6.1  meters
 NP0559
 NP0559  HISTORY     - Date     Condition        Report By
 NP0559  HISTORY     - 1985     MONUMENTED       NGS
 NP0559
 NP0559                          STATION DESCRIPTION
 NP0559
 NP0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0559'14.5 KM (9.0 MI) SE FROM CRAWFORD.
 NP0559'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NP0559'14.56 KM (9.05 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD
 NP0559'FROM ITS STATION AT CRAWFORD, NEAR RAILROAD SWITCH SIGNAL 14132,
 NP0559'9.3 METERS (30.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 7.3 METERS (20.7
 NP0559'FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A METAL SWITCH BOX,
 NP0559'7.3 METERS (24 FT) SOUTH-SOUTHEAST OF A THE SIGNAL AND 0.6 METER (2
 NP0559'FT) EAST-SOUTHEAST OF THE SOUTHEAST LEG OF A SOLAR PANAL STAND.
 NP0559'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0559'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST
 NP0559'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0352 ***********************************************************************
 MN0352  DESIGNATION -  S 417
 MN0352  PID         -  MN0352
 MN0352  STATE/COUNTY-  NE/MORRILL
 MN0352  USGS QUAD   -  BRIDGEPORT (1965)
 MN0352
 MN0352                         *CURRENT SURVEY CONTROL
 MN0352  ___________________________________________________________________
 MN0352* NAD 83(1986)-  41 38 22.     (N)    103 04 10.     (W)     SCALED    
 MN0352* NAVD 88     -      1113.237  (meters)    3652.35   (feet)  ADJUSTED  
 MN0352  ___________________________________________________________________
 MN0352  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 MN0352  DYNAMIC HT  -        1112.534 (meters)    3650.04  (feet)  COMP
 MN0352  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 MN0352
 MN0352  VERT ORDER  -  FIRST     CLASS II
 MN0352
 MN0352.The horizontal coordinates were scaled from a topographic map and have
 MN0352.an estimated accuracy of +/- 6 seconds.
 MN0352
 MN0352.The orthometric height was determined by differential leveling
 MN0352.and adjusted by the National Geodetic Survey in June 1991..
 MN0352
 MN0352.The geoid height was determined by GEOID03.
 MN0352
 MN0352.The dynamic height is computed by dividing the NAVD 88
 MN0352.geopotential number by the normal gravity value computed on the
 MN0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0352.degrees latitude (g = 980.6199 gals.).
 MN0352
 MN0352.The modeled gravity was interpolated from observed gravity values.
 MN0352
 MN0352;                    North         East    Units  Estimated Accuracy
 MN0352;SPC NE       -   205,060.      244,400.      MT  (+/- 180 meters Scaled)
 MN0352
 MN0352                          SUPERSEDED SURVEY CONTROL
 MN0352
 MN0352.No superseded survey control is available for this station.
 MN0352
 MN0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG607115(NAD 83)
 MN0352_MARKER: I = METAL ROD
 MN0352_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MN0352_SP_SET: STAINLESS STEEL ROD
 MN0352_STAMPING: S 417 1985
 MN0352_MARK LOGO: NGS   
 MN0352_PROJECTION: PROJECTING 5 CENTIMETERS
 MN0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0352_ROD/PIPE-DEPTH: 15.9 meters
 MN0352
 MN0352  HISTORY     - Date     Condition        Report By
 MN0352  HISTORY     - 1985     MONUMENTED       NGS
 MN0352
 MN0352                          STATION DESCRIPTION
 MN0352
 MN0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MN0352'3.7 KM (2.3 MI) SE FROM BRIDGEPORT.
 MN0352'3.7 KM (2.3 MI) SOUTHEAST ALONG US HIGHWAY 385 FROM THE BURLINGTON
 MN0352'NORTHERN RAILROAD STATION AT BRIDGEPORT, 0.24 KM (0.15 MI) SOUTHEAST
 MN0352'OF A ROAD LEADING EAST, 18.2 METERS (59.7 FT) NORTHEAST OF THE HIGHWAY
 MN0352'CENTERLINE, 0.9 METERS (3 FT) SOUTHEAST OF A CONCRETE RIGHT OF WAY
 MN0352'POST AND 0.3 METER (1 FT) SOUTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM
 MN0352'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MN0352'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 MN0352'THE MARK IS 1.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0574 ***********************************************************************
 NP0574  DESIGNATION -  S 418
 NP0574  PID         -  NP0574
 NP0574  STATE/COUNTY-  NE/BOX BUTTE
 NP0574  USGS QUAD   -  ALLIANCE EAST (1976)
 NP0574
 NP0574                         *CURRENT SURVEY CONTROL
 NP0574  ___________________________________________________________________
 NP0574* NAD 83(1986)-  42 05 41.     (N)    102 52 13.     (W)     SCALED    
 NP0574* NAVD 88     -      1209.263  (meters)    3967.39   (feet)  ADJUSTED  
 NP0574  ___________________________________________________________________
 NP0574  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 NP0574  DYNAMIC HT  -        1208.557 (meters)    3965.07  (feet)  COMP
 NP0574  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 NP0574
 NP0574  VERT ORDER  -  FIRST     CLASS II
 NP0574
 NP0574.The horizontal coordinates were scaled from a topographic map and have
 NP0574.an estimated accuracy of +/- 6 seconds.
 NP0574
 NP0574.The orthometric height was determined by differential leveling
 NP0574.and adjusted by the National Geodetic Survey in June 1991..
 NP0574
 NP0574.The geoid height was determined by GEOID03.
 NP0574
 NP0574.The dynamic height is computed by dividing the NAVD 88
 NP0574.geopotential number by the normal gravity value computed on the
 NP0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0574.degrees latitude (g = 980.6199 gals.).
 NP0574
 NP0574.The modeled gravity was interpolated from observed gravity values.
 NP0574
 NP0574;                    North         East    Units  Estimated Accuracy
 NP0574;SPC NE       -   255,020.      262,660.      MT  (+/- 180 meters Scaled)
 NP0574
 NP0574                          SUPERSEDED SURVEY CONTROL
 NP0574
 NP0574.No superseded survey control is available for this station.
 NP0574
 NP0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG761624(NAD 83)
 NP0574_MARKER: I = METAL ROD
 NP0574_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NP0574_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NP0574_STAMPING: S 418 1985
 NP0574_MARK LOGO: NGS   
 NP0574_PROJECTION: FLUSH
 NP0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NP0574+STABILITY: POSITION/ELEVATION WELL
 NP0574_ROD/PIPE-DEPTH: 9.8  meters
 NP0574_SLEEVE-DEPTH  : 6.1 meters
 NP0574
 NP0574  HISTORY     - Date     Condition        Report By
 NP0574  HISTORY     - 1985     MONUMENTED       NGS
 NP0574
 NP0574                          STATION DESCRIPTION
 NP0574
 NP0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NP0574'IN ALLIANCE.
 NP0574'IN ALLIANCE, ABOUT 200 FEET EAST AND ACROSS A PARKING LOT FROM THE NEW
 NP0574'BURLINGTON AND NORTHERN RAILROAD STATION AND ADMINISTRATIVE BUILDING,
 NP0574'LOCATED NEAR THE SOUTH END OF BOX BUTTE AVENUE, AT THE SOUTH SIDE AND
 NP0574'IN A SMALL GRASSY PARK OF THE RAILROAD CONTROL MAINTENCNCE BUILDING
 NP0574'(25 BY 10 FOOT) BRICK BUILDING, 19.2 METERS (63 FT) NORTH OF THE NORTH
 NP0574'RAIL OF A SIDE TRACK OF THE BURLINGTON AND NORTHERN RAILROAD,
 NP0574'4.1 METERS (13.4 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 NP0574'MAINTENCE BUILDING, 14.8 METERS (48.6 FT) NORTH-NORTHEAST OF A POWER
 NP0574'LINE POLE WITH THREE TRANSFORMERS, 14.3 METERS (47 FT) NORTH-NORTHWEST
 NP0574'OF A POWER LINE POLE WITH THREE TRANSFORMERS, 11.6 METERS (38 FT) EAST
 NP0574'OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK AND 9.2 METERS (30.2 FT)
 NP0574'EAST-NORTHEAST OF A PARKING LOT CONCRETE STREET LITE BASE.
 NP0574'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NP0574'THE MARK IS 0.3 M BELOW PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0335 ***********************************************************************
 MM0335  DESIGNATION -  S 422
 MM0335  PID         -  MM0335
 MM0335  STATE/COUNTY-  NE/KEITH
 MM0335  USGS QUAD   -  BRULE SE (1961)
 MM0335
 MM0335                         *CURRENT SURVEY CONTROL
 MM0335  ___________________________________________________________________
 MM0335* NAD 83(1986)-  41 06 37.     (N)    101 46 34.     (W)     SCALED    
 MM0335* NAVD 88     -       988.571  (meters)    3243.34   (feet)  ADJUSTED  
 MM0335  ___________________________________________________________________
 MM0335  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 MM0335  DYNAMIC HT  -         987.952 (meters)    3241.31  (feet)  COMP
 MM0335  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 MM0335
 MM0335  VERT ORDER  -  FIRST     CLASS II
 MM0335
 MM0335.The horizontal coordinates were scaled from a topographic map and have
 MM0335.an estimated accuracy of +/- 6 seconds.
 MM0335
 MM0335.The orthometric height was determined by differential leveling
 MM0335.and adjusted by the National Geodetic Survey in June 1991..
 MM0335
 MM0335.The geoid height was determined by GEOID03.
 MM0335
 MM0335.The dynamic height is computed by dividing the NAVD 88
 MM0335.geopotential number by the normal gravity value computed on the
 MM0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0335.degrees latitude (g = 980.6199 gals.).
 MM0335
 MM0335.The modeled gravity was interpolated from observed gravity values.
 MM0335
 MM0335;                    North         East    Units  Estimated Accuracy
 MM0335;SPC NE       -   143,310.      350,870.      MT  (+/- 180 meters Scaled)
 MM0335
 MM0335                          SUPERSEDED SURVEY CONTROL
 MM0335
 MM0335  NGVD 29 (02/14/92)  988.133  (m)         3241.90   (f) ADJUSTED    1 2
 MM0335
 MM0335.Superseded values are not recommended for survey control.
 MM0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0335.See file dsdata.txt to determine how the superseded data were derived.
 MM0335
 MM0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKL669547(NAD 83)
 MM0335_MARKER: I = METAL ROD
 MM0335_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0335_SP_SET: STAINLESS STEEL ROD
 MM0335_STAMPING: S 422 1986
 MM0335_MARK LOGO: NGS   
 MM0335_PROJECTION: FLUSH
 MM0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0335_ROD/PIPE-DEPTH: 17.0 meters
 MM0335
 MM0335  HISTORY     - Date     Condition        Report By
 MM0335  HISTORY     - 1986     MONUMENTED       NGS
 MM0335  HISTORY     - 19980710 GOOD             USPSQD
 MM0335
 MM0335                          STATION DESCRIPTION
 MM0335
 MM0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0335'5.1 KM (3.15 MI) WEST FROM OGALLALA.
 MM0335'5.16 KM (3.22 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0335'HIGHWAY 26 AND STATE HIGHWAY 61 AT OGALLALA, 0.7 METER (2.5 FT) WEST
 MM0335'OF THE UNION PACIFIC RAILROAD MILEPOLE 338, 27.3 METERS (89.5 FT)
 MM0335'SOUTH OF THE HIGHWAY CENTERLINE, 52.0 METERS (170.5 FT) SOUTHEAST OF
 MM0335'MILEPOST 123 AND 13.0 METERS (42.5 FT) NORTH OF THE NORTH RAIL.
 MM0335'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0335'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MM0335'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 MM0335
 MM0335                          STATION RECOVERY (1998)
 MM0335
 MM0335'RECOVERY NOTE BY US POWER SQUADRON 1998
 MM0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0967 ***********************************************************************
 LH0967  DESIGNATION -  S 423
 LH0967  PID         -  LH0967
 LH0967  STATE/COUNTY-  NE/FURNAS
 LH0967  USGS QUAD   -  ARAPAHOE (1958)
 LH0967
 LH0967                         *CURRENT SURVEY CONTROL
 LH0967  ___________________________________________________________________
 LH0967* NAD 83(1986)-  40 20 11.     (N)    099 53 59.     (W)     SCALED    
 LH0967* NAVD 88     -       677.452  (meters)    2222.61   (feet)  ADJUSTED  
 LH0967  ___________________________________________________________________
 LH0967  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 LH0967  DYNAMIC HT  -         677.021 (meters)    2221.19  (feet)  COMP
 LH0967  MODELED GRAV-     979,967.7   (mgal)                       NAVD 88
 LH0967
 LH0967  VERT ORDER  -  FIRST     CLASS II
 LH0967
 LH0967.The horizontal coordinates were scaled from a topographic map and have
 LH0967.an estimated accuracy of +/- 6 seconds.
 LH0967
 LH0967.The orthometric height was determined by differential leveling
 LH0967.and adjusted by the National Geodetic Survey in June 1991..
 LH0967
 LH0967.The geoid height was determined by GEOID03.
 LH0967
 LH0967.The dynamic height is computed by dividing the NAVD 88
 LH0967.geopotential number by the normal gravity value computed on the
 LH0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0967.degrees latitude (g = 980.6199 gals.).
 LH0967
 LH0967.The modeled gravity was interpolated from observed gravity values.
 LH0967
 LH0967;                    North         East    Units  Estimated Accuracy
 LH0967;SPC NE       -    55,860.      508,520.      MT  (+/- 180 meters Scaled)
 LH0967
 LH0967                          SUPERSEDED SURVEY CONTROL
 LH0967
 LH0967  NGVD 29 (02/14/92)  677.156  (m)         2221.64   (f) ADJUSTED    1 2
 LH0967
 LH0967.Superseded values are not recommended for survey control.
 LH0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0967.See file dsdata.txt to determine how the superseded data were derived.
 LH0967
 LH0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK235654(NAD 83)
 LH0967_MARKER: I = METAL ROD
 LH0967_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH0967_SP_SET: STAINLESS STEEL ROD
 LH0967_STAMPING: S 423 1986
 LH0967_MARK LOGO: NGS   
 LH0967_PROJECTION: FLUSH
 LH0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH0967_ROD/PIPE-DEPTH: 19.4 meters
 LH0967
 LH0967  HISTORY     - Date     Condition        Report By
 LH0967  HISTORY     - 1986     MONUMENTED       NGS
 LH0967
 LH0967                          STATION DESCRIPTION
 LH0967
 LH0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0967'3.3 KM (2.05 MI) NORTH FROM ARAPAHOE.
 LH0967'3.30 KM (2.06 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0967'HIGHWAYS 6 AND 34 AT ARAPAHOE, IN THE NORTHWEST CORNER OF THE JUNCTION
 LH0967'OF A DIRT ROAD, 0.27 KM (0.16 MI) NORTH OF MILEPOST 23, 18.9 METERS
 LH0967'(62 FT) WEST OF THE HIGHWAY CENTERLINE, 14.9 METERS (49 FT) NORTH OF
 LH0967'THE CENTER OF THE ROAD, 9.0 METERS (29.5 FT) NORTH OF THE NORTHWEST
 LH0967'CORNER OF THE NORTH HEADWALL FOR A 48-INCH METAL PIPE CULVERT, 4.2
 LH0967'METERS (14 FT) NORTHEAST OF A POWER POLE, 0.6 METER (2 FT) NORTH OF A
 LH0967'RIGHT OF WAY MARKER AND 0.3 METER (1 FT) EAST OF A FENCE.
 LH0967'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LH0967'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LH0967'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0306 ***********************************************************************
 MM0306  DESIGNATION -  S 424
 MM0306  PID         -  MM0306
 MM0306  STATE/COUNTY-  NE/LINCOLN
 MM0306  USGS QUAD   -  NORTH PLATTE WEST (1983)
 MM0306
 MM0306                         *CURRENT SURVEY CONTROL
 MM0306  ___________________________________________________________________
 MM0306* NAD 83(1986)-  41 09 07.     (N)    100 48 20.     (W)     SCALED    
 MM0306* NAVD 88     -       859.119  (meters)    2818.63   (feet)  ADJUSTED  
 MM0306  ___________________________________________________________________
 MM0306  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 MM0306  DYNAMIC HT  -         858.616 (meters)    2816.98  (feet)  COMP
 MM0306  MODELED GRAV-     980,009.3   (mgal)                       NAVD 88
 MM0306
 MM0306  VERT ORDER  -  FIRST     CLASS II
 MM0306
 MM0306.The horizontal coordinates were scaled from a topographic map and have
 MM0306.an estimated accuracy of +/- 6 seconds.
 MM0306
 MM0306.The orthometric height was determined by differential leveling
 MM0306.and adjusted by the National Geodetic Survey in June 1994..
 MM0306
 MM0306.The geoid height was determined by GEOID03.
 MM0306
 MM0306.The dynamic height is computed by dividing the NAVD 88
 MM0306.geopotential number by the normal gravity value computed on the
 MM0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0306.degrees latitude (g = 980.6199 gals.).
 MM0306
 MM0306.The modeled gravity was interpolated from observed gravity values.
 MM0306
 MM0306;                    North         East    Units  Estimated Accuracy
 MM0306;SPC NE       -   146,720.      432,400.      MT  (+/- 180 meters Scaled)
 MM0306
 MM0306                          SUPERSEDED SURVEY CONTROL
 MM0306
 MM0306  NAVD 88 (06/15/91)  859.125  (m)         2818.65   (f) UNKNOWN     1 2
 MM0306  NGVD 29 (02/14/92)  858.761  (m)         2817.45   (f) ADJUSTED    1 2
 MM0306
 MM0306.Superseded values are not recommended for survey control.
 MM0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0306.See file dsdata.txt to determine how the superseded data were derived.
 MM0306
 MM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL484571(NAD 83)
 MM0306_MARKER: I = METAL ROD
 MM0306_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0306_SP_SET: STAINLESS STEEL ROD
 MM0306_STAMPING: S 424 1986
 MM0306_MARK LOGO: NGS   
 MM0306_PROJECTION: FLUSH
 MM0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0306_ROD/PIPE-DEPTH: 8.5  meters
 MM0306
 MM0306  HISTORY     - Date     Condition        Report By
 MM0306  HISTORY     - 1986     MONUMENTED       NGS
 MM0306
 MM0306                          STATION DESCRIPTION
 MM0306
 MM0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0306'3.8 KM (2.35 MI) WEST FROM NORTH PLATTE.
 MM0306'3.82 KM (2.4 MI) WEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF US
 MM0306'HIGHWAY 83 AT NORTH PLATTE, IN THE NORTHWEST CORNER OF THE T JUNCTION
 MM0306'OF WEBSTER AVENUE, 0.25 KM (0.16 MI) WEST OF MILEPOST 175, 5.8 METERS
 MM0306'(19 FT) NORTH OF THE SOUTHEAST CORNER OF THE KPHLER TRAILER SALES LOT,
 MM0306'20.4 METERS (67 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.5 METERS (28
 MM0306'FT) WEST OF THE CENTER OF WEBSTER AVENUE AND 0.3 METER (1 FT) EAST OF
 MM0306'A WOOD FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 MM0306'LOGO CAP.
 MM0306'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MM0306'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0971 ***********************************************************************
 LH0971  DESIGNATION -  S 425
 LH0971  PID         -  LH0971
 LH0971  STATE/COUNTY-  NE/GOSPER
 LH0971  USGS QUAD   -  ARAPAHOE NW (1971)
 LH0971
 LH0971                         *CURRENT SURVEY CONTROL
 LH0971  ___________________________________________________________________
 LH0971* NAD 83(1986)-  40 26 16.     (N)    099 53 17.     (W)     SCALED    
 LH0971* NAVD 88     -       745.594  (meters)    2446.17   (feet)  ADJUSTED  
 LH0971  ___________________________________________________________________
 LH0971  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 LH0971  DYNAMIC HT  -         745.119 (meters)    2444.61  (feet)  COMP
 LH0971  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 LH0971
 LH0971  VERT ORDER  -  FIRST     CLASS II
 LH0971
 LH0971.The horizontal coordinates were scaled from a topographic map and have
 LH0971.an estimated accuracy of +/- 6 seconds.
 LH0971
 LH0971.The orthometric height was determined by differential leveling
 LH0971.and adjusted by the National Geodetic Survey in June 1991..
 LH0971
 LH0971.The geoid height was determined by GEOID03.
 LH0971
 LH0971.The dynamic height is computed by dividing the NAVD 88
 LH0971.geopotential number by the normal gravity value computed on the
 LH0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0971.degrees latitude (g = 980.6199 gals.).
 LH0971
 LH0971.The modeled gravity was interpolated from observed gravity values.
 LH0971
 LH0971;                    North         East    Units  Estimated Accuracy
 LH0971;SPC NE       -    67,120.      509,500.      MT  (+/- 180 meters Scaled)
 LH0971
 LH0971                          SUPERSEDED SURVEY CONTROL
 LH0971
 LH0971  NGVD 29 (02/14/92)  745.293  (m)         2445.18   (f) ADJUSTED    1 2
 LH0971
 LH0971.Superseded values are not recommended for survey control.
 LH0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0971.See file dsdata.txt to determine how the superseded data were derived.
 LH0971
 LH0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK246767(NAD 83)
 LH0971_MARKER: DB = BENCH MARK DISK
 LH0971_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LH0971+WITH SETTING: PAVEMENT
 LH0971_SP_SET: WELL PAD
 LH0971_STAMPING: S 425 1986
 LH0971_MARK LOGO: NGS   
 LH0971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LH0971+STABILITY: POSITION/ELEVATION WELL
 LH0971
 LH0971  HISTORY     - Date     Condition        Report By
 LH0971  HISTORY     - 1986     MONUMENTED       NGS
 LH0971
 LH0971                          STATION DESCRIPTION
 LH0971
 LH0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LH0971'15.1 KM (9.4 MI) NORTH FROM ARAPAHOE.
 LH0971'14.85 KM (9.3 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 LH0971'HIGHWAYS 6 AND 34 AT ARAPAHOE, THENCE 0.23 KM (0.14 MI) EAST ALONG A
 LH0971'GRAVEL ROAD, IN TOP OF THE NORTHWEST CORNER OF A 4 BY 4 FOOT CONCRETE
 LH0971'WELL PAD ATTACHED TO A WELL CASING AND 12.9 METERS (42.5 FT) SOUTH OF
 LH0971'THE CENTER OF THE ROAD.
 LH0971'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0341 ***********************************************************************
 MM0341  DESIGNATION -  S 426
 MM0341  PID         -  MM0341
 MM0341  STATE/COUNTY-  NE/LINCOLN
 MM0341  USGS QUAD   -  BRADY (1970)
 MM0341
 MM0341                         *CURRENT SURVEY CONTROL
 MM0341  ___________________________________________________________________
 MM0341* NAD 83(1986)-  41 00 03.     (N)    100 20 10.     (W)     SCALED    
 MM0341* NAVD 88     -       803.582  (meters)    2636.42   (feet)  ADJUSTED  
 MM0341  ___________________________________________________________________
 MM0341  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 MM0341  DYNAMIC HT  -         803.104 (meters)    2634.85  (feet)  COMP
 MM0341  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 MM0341
 MM0341  VERT ORDER  -  FIRST     CLASS II
 MM0341
 MM0341.The horizontal coordinates were scaled from a topographic map and have
 MM0341.an estimated accuracy of +/- 6 seconds.
 MM0341
 MM0341.The orthometric height was determined by differential leveling
 MM0341.and adjusted by the National Geodetic Survey in June 1991..
 MM0341
 MM0341.The geoid height was determined by GEOID03.
 MM0341
 MM0341.The dynamic height is computed by dividing the NAVD 88
 MM0341.geopotential number by the normal gravity value computed on the
 MM0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0341.degrees latitude (g = 980.6199 gals.).
 MM0341
 MM0341.The modeled gravity was interpolated from observed gravity values.
 MM0341
 MM0341;                    North         East    Units  Estimated Accuracy
 MM0341;SPC NE       -   129,680.      471,730.      MT  (+/- 180 meters Scaled)
 MM0341
 MM0341                          SUPERSEDED SURVEY CONTROL
 MM0341
 MM0341  NGVD 29 (02/14/92)  803.254  (m)         2635.34   (f) ADJUSTED    1 2
 MM0341
 MM0341.Superseded values are not recommended for survey control.
 MM0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0341.See file dsdata.txt to determine how the superseded data were derived.
 MM0341
 MM0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL876397(NAD 83)
 MM0341_MARKER: I = METAL ROD
 MM0341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MM0341_SP_SET: STAINLESS STEEL ROD
 MM0341_STAMPING: S 426 1986
 MM0341_MARK LOGO: NGS   
 MM0341_PROJECTION: FLUSH
 MM0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MM0341_ROD/PIPE-DEPTH: 9.7  meters
 MM0341
 MM0341  HISTORY     - Date     Condition        Report By
 MM0341  HISTORY     - 1986     MONUMENTED       NGS
 MM0341
 MM0341                          STATION DESCRIPTION
 MM0341
 MM0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MM0341'3.9 KM (2.4 MI) SE FROM BRADY.
 MM0341'0.35 KM (0.2 MI) SOUTHWEST ALONG MARKET STREET FROM THE PUBLIC SCHOOL
 MM0341'AT BRADY, THENCE 3.55 KM (2.2 MI) SOUTHEAST ALONG US HIGHWAY 30, ON
 MM0341'THE NORTHWEST BASE OF A SMALL SAND HILL, 0.35 KM (0.2 MI) NORTHWEST OF
 MM0341'MILEPOST 203, 19.8 METERS (65 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 MM0341'128.5 METERS (421.5 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD AND
 MM0341'0.3 METER (1 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 MM0341'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MM0341'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 MM0341'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2139 ***********************************************************************
 MK2139  DESIGNATION -  S 428
 MK2139  PID         -  MK2139
 MK2139  STATE/COUNTY-  NE/DOUGLAS
 MK2139  USGS QUAD   -  RALSTON (1984)
 MK2139
 MK2139                         *CURRENT SURVEY CONTROL
 MK2139  ___________________________________________________________________
 MK2139* NAD 83(1986)-  41 13 18.     (N)    096 03 47.     (W)     SCALED    
 MK2139* NAVD 88     -       339.749  (meters)    1114.66   (feet)  ADJUSTED  
 MK2139  ___________________________________________________________________
 MK2139  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 MK2139  DYNAMIC HT  -         339.607 (meters)    1114.19  (feet)  COMP
 MK2139  MODELED GRAV-     980,195.4   (mgal)                       NAVD 88
 MK2139
 MK2139  VERT ORDER  -  FIRST     CLASS II
 MK2139
 MK2139.The horizontal coordinates were scaled from a topographic map and have
 MK2139.an estimated accuracy of +/- 6 seconds.
 MK2139
 MK2139.The orthometric height was determined by differential leveling
 MK2139.and adjusted by the National Geodetic Survey in June 1991..
 MK2139
 MK2139.The geoid height was determined by GEOID03.
 MK2139
 MK2139.The dynamic height is computed by dividing the NAVD 88
 MK2139.geopotential number by the normal gravity value computed on the
 MK2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK2139.degrees latitude (g = 980.6199 gals.).
 MK2139
 MK2139.The modeled gravity was interpolated from observed gravity values.
 MK2139
 MK2139;                    North         East    Units  Estimated Accuracy
 MK2139;SPC NE       -   161,650.      829,900.      MT  (+/- 180 meters Scaled)
 MK2139
 MK2139                          SUPERSEDED SURVEY CONTROL
 MK2139
 MK2139.No superseded survey control is available for this station.
 MK2139
 MK2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL461675(NAD 83)
 MK2139_MARKER: I = METAL ROD
 MK2139_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MK2139_SP_SET: STAINLESS STEEL ROD
 MK2139_STAMPING: S 428 1989
 MK2139_MARK LOGO: NGS   
 MK2139_PROJECTION: FLUSH
 MK2139_MAGNETIC: I = MARKER IS A STEEL ROD
 MK2139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK2139+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MK2139_ROD/PIPE-DEPTH: 9.7  meters
 MK2139
 MK2139  HISTORY     - Date     Condition        Report By
 MK2139  HISTORY     - 1989     MONUMENTED       NGS
 MK2139
 MK2139                          STATION DESCRIPTION
 MK2139
 MK2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MK2139'IN OMAHA, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND 96TH
 MK2139'STREET, 79.3 M (260.2 FT) WEST OF THE CENTER OF THE STREET, 26.2 M
 MK2139'(86.0 FT) NORTH OF THE NEAR RAIL, 14.6 M (47.9 FT) SOUTH OF A
 MK2139'RIGHT-OF-WAY FENCE, 1.0 M (3.3 FT) WEST OF UTILITY POLE NUMBER 11,
 MK2139'0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M (1.0 FT) EAST
 MK2139'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MK2139'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1347 ***********************************************************************
 MJ1347  DESIGNATION -  S 429
 MJ1347  PID         -  MJ1347
 MJ1347  STATE/COUNTY-  NE/DOUGLAS
 MJ1347  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1347
 MJ1347                         *CURRENT SURVEY CONTROL
 MJ1347  ___________________________________________________________________
 MJ1347* NAD 83(1986)-  41 14 04.     (N)    095 56 19.     (W)     SCALED    
 MJ1347* NAVD 88     -       363.947  (meters)    1194.05   (feet)  ADJUSTED  
 MJ1347  ___________________________________________________________________
 MJ1347  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 MJ1347  DYNAMIC HT  -         363.796 (meters)    1193.55  (feet)  COMP
 MJ1347  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 MJ1347
 MJ1347  VERT ORDER  -  FIRST     CLASS II
 MJ1347
 MJ1347.The horizontal coordinates were scaled from a topographic map and have
 MJ1347.an estimated accuracy of +/- 6 seconds.
 MJ1347
 MJ1347.The orthometric height was determined by differential leveling
 MJ1347.and adjusted by the National Geodetic Survey in June 1991..
 MJ1347
 MJ1347.The geoid height was determined by GEOID03.
 MJ1347
 MJ1347.The dynamic height is computed by dividing the NAVD 88
 MJ1347.geopotential number by the normal gravity value computed on the
 MJ1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ1347.degrees latitude (g = 980.6199 gals.).
 MJ1347
 MJ1347.The modeled gravity was interpolated from observed gravity values.
 MJ1347
 MJ1347;                    North         East    Units  Estimated Accuracy
 MJ1347;SPC NE       -   163,550.      840,250.      MT  (+/- 180 meters Scaled)
 MJ1347
 MJ1347                          SUPERSEDED SURVEY CONTROL
 MJ1347
 MJ1347.No superseded survey control is available for this station.
 MJ1347
 MJ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF537689(NAD 83)
 MJ1347_MARKER: I = METAL ROD
 MJ1347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MJ1347_SP_SET: STAINLESS STEEL ROD
 MJ1347_STAMPING: S 429 1989
 MJ1347_MARK LOGO: NGS   
 MJ1347_PROJECTION: FLUSH
 MJ1347_MAGNETIC: I = MARKER IS A STEEL ROD
 MJ1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MJ1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MJ1347+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MJ1347_ROD/PIPE-DEPTH: 17.1 meters
 MJ1347
 MJ1347  HISTORY     - Date     Condition        Report By
 MJ1347  HISTORY     - 1989     MONUMENTED       NGS
 MJ1347
 MJ1347                          STATION DESCRIPTION
 MJ1347
 MJ1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MJ1347'IN OMAHA, AT THE INTERSECTION OF 17TH AND BANCROFT STREETS, 9.0 M
 MJ1347'(29.5 FT) WEST OF THE CENTER OF 17TH STREET, 6.3 M (20.7 FT)
 MJ1347'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AT 2470 17TH STREET, 4.4
 MJ1347'M (14.4 FT) NORTH OF THE CENTER OF BANCROFT STREET, 1.4 M (4.6 FT)
 MJ1347'SOUTHWEST OF THE EAST END OF A CHAIN-LINK FENCE, 0.4 M (1.3 FT) SOUTH
 MJ1347'OF A WITNESS POST AND FENCE, AND LEVEL WITH THE STREET.  NOTE--ACCESS
 MJ1347'TO THE DATUM POINT IS THROUGH A 5-INCH LOGL CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0536 ***********************************************************************
 NO0536  DESIGNATION -  S 431
 NO0536  PID         -  NO0536
 NO0536  STATE/COUNTY-  NE/CHERRY
 NO0536  USGS QUAD   -  HUDSON LAKE (1985)
 NO0536
 NO0536                         *CURRENT SURVEY CONTROL
 NO0536  ___________________________________________________________________
 NO0536* NAD 83(1986)-  42 37 58.     (N)    100 42 43.     (W)     SCALED    
 NO0536* NAVD 88     -       884.308  (meters)    2901.27   (feet)  ADJUSTED  
 NO0536  ___________________________________________________________________
 NO0536  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 NO0536  DYNAMIC HT  -         883.906 (meters)    2899.95  (feet)  COMP
 NO0536  MODELED GRAV-     980,136.5   (mgal)                       NAVD 88
 NO0536
 NO0536  VERT ORDER  -  FIRST     CLASS II
 NO0536
 NO0536.The horizontal coordinates were scaled from a topographic map and have
 NO0536.an estimated accuracy of +/- 6 seconds.
 NO0536
 NO0536.The orthometric height was determined by differential leveling
 NO0536.and adjusted by the National Geodetic Survey in June 1994..
 NO0536
 NO0536.The geoid height was determined by GEOID03.
 NO0536
 NO0536.The dynamic height is computed by dividing the NAVD 88
 NO0536.geopotential number by the normal gravity value computed on the
 NO0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0536.degrees latitude (g = 980.6199 gals.).
 NO0536
 NO0536.The modeled gravity was interpolated from observed gravity values.
 NO0536
 NO0536;                    North         East    Units  Estimated Accuracy
 NO0536;SPC NE       -   311,070.      441,610.      MT  (+/- 180 meters Scaled)
 NO0536
 NO0536                          SUPERSEDED SURVEY CONTROL
 NO0536
 NO0536  NGVD 29 (02/14/92)  883.997  (m)         2900.25   (f) ADJUSTED    1 2
 NO0536
 NO0536.Superseded values are not recommended for survey control.
 NO0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0536.See file dsdata.txt to determine how the superseded data were derived.
 NO0536
 NO0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN596214(NAD 83)
 NO0536_MARKER: I = METAL ROD
 NO0536_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0536_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0536_STAMPING: S 431 1991
 NO0536_MARK LOGO: NGS   
 NO0536_PROJECTION: FLUSH
 NO0536_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0536+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0536_ROD/PIPE-DEPTH: 12.1 meters
 NO0536_SLEEVE-DEPTH  : 0.9 meters
 NO0536
 NO0536  HISTORY     - Date     Condition        Report By
 NO0536  HISTORY     - 1991     MONUMENTED       NGS
 NO0536
 NO0536                          STATION DESCRIPTION
 NO0536
 NO0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0536'27.0 KM (16.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 NO0536'OF U.S. HIGHWAY 20 IN VALENTINE, THENCE 9.7 KM (6.00 MI) WESTERLY
 NO0536'ALONG STATE HIGHWAY SPUR 16B, THENCE 7.1 KM (4.40 MI) WESTERLY ALONG
 NO0536'A PAVED ROAD, 21.0 M (68.9 FT) WEST OF AND LEVEL WITH THE ROAD
 NO0536'CENTER, 4.8 M (15.7 FT) SOUTH OF A FENCE CORNER, AND 0.4 M (1.3 FT)
 NO0536'EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 NO0536'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 NO0536'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0556 ***********************************************************************
 NO0556  DESIGNATION -  S 432
 NO0556  PID         -  NO0556
 NO0556  STATE/COUNTY-  NE/CHERRY
 NO0556  USGS QUAD   -  BRUSH HILL (1987)
 NO0556
 NO0556                         *CURRENT SURVEY CONTROL
 NO0556  ___________________________________________________________________
 NO0556* NAD 83(1986)-  42 22 54.     (N)    101 01 58.     (W)     SCALED    
 NO0556* NAVD 88     -       958.075  (meters)    3143.28   (feet)  ADJUSTED  
 NO0556  ___________________________________________________________________
 NO0556  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 NO0556  DYNAMIC HT  -         957.620 (meters)    3141.79  (feet)  COMP
 NO0556  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 NO0556
 NO0556  VERT ORDER  -  FIRST     CLASS II
 NO0556
 NO0556.The horizontal coordinates were scaled from a topographic map and have
 NO0556.an estimated accuracy of +/- 6 seconds.
 NO0556
 NO0556.The orthometric height was determined by differential leveling
 NO0556.and adjusted by the National Geodetic Survey in June 1994..
 NO0556
 NO0556.The geoid height was determined by GEOID03.
 NO0556
 NO0556.The dynamic height is computed by dividing the NAVD 88
 NO0556.geopotential number by the normal gravity value computed on the
 NO0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0556.degrees latitude (g = 980.6199 gals.).
 NO0556
 NO0556.The modeled gravity was interpolated from observed gravity values.
 NO0556
 NO0556;                    North         East    Units  Estimated Accuracy
 NO0556;SPC NE       -   283,450.      414,970.      MT  (+/- 180 meters Scaled)
 NO0556
 NO0556                          SUPERSEDED SURVEY CONTROL
 NO0556
 NO0556  NGVD 29 (02/14/92)  957.777  (m)         3142.31   (f) ADJUSTED    1 2
 NO0556
 NO0556.Superseded values are not recommended for survey control.
 NO0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0556.See file dsdata.txt to determine how the superseded data were derived.
 NO0556
 NO0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM326941(NAD 83)
 NO0556_MARKER: I = METAL ROD
 NO0556_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NO0556_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NO0556_STAMPING: S 432 1991
 NO0556_MARK LOGO: NGS   
 NO0556_PROJECTION: FLUSH
 NO0556_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0556+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NO0556_ROD/PIPE-DEPTH: 12.1 meters
 NO0556_SLEEVE-DEPTH  : 0.9 meters
 NO0556
 NO0556  HISTORY     - Date     Condition        Report By
 NO0556  HISTORY     - 1991     MONUMENTED       NGS
 NO0556
 NO0556                          STATION DESCRIPTION
 NO0556
 NO0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NO0556'38.9 KM (24.15 MI) NORTHERLY ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 NO0556'OF STATE HIGHWAY 2 IN MULLEN, 40.1 M (131.6 FT) WEST OF THE HIGHWAY
 NO0556'CENTERLINE, 19.3 M (63.3 FT) SOUTH OF THE CENTER OF A PAVED ROAD,
 NO0556'18.2 M (59.7 FT) WEST OF A FENCE CORNER, 0.4 M (1.3 FT) NORTH OF A
 NO0556'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 NO0556'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NO0556'CAP.  THE MONUMENT DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 NO0556'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0535 ***********************************************************************
 MM0535  DESIGNATION -  S 433
 MM0535  PID         -  MM0535
 MM0535  STATE/COUNTY-  NE/MCPHERSON
 MM0535  USGS QUAD   -  TRYON (1985)
 MM0535
 MM0535                         *CURRENT SURVEY CONTROL
 MM0535  ___________________________________________________________________
 MM0535* NAD 83(1986)-  41 30 43.     (N)    100 53 10.     (W)     SCALED    
 MM0535* NAVD 88     -       981.547  (meters)    3220.29   (feet)  ADJUSTED  
 MM0535  ___________________________________________________________________
 MM0535  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 MM0535  DYNAMIC HT  -         980.955 (meters)    3218.35  (feet)  COMP
 MM0535  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 MM0535
 MM0535  VERT ORDER  -  FIRST     CLASS II
 MM0535
 MM0535.The horizontal coordinates were scaled from a topographic map and have
 MM0535.an estimated accuracy of +/- 6 seconds.
 MM0535
 MM0535.The orthometric height was determined by differential leveling
 MM0535.and adjusted by the National Geodetic Survey in June 1994..
 MM0535
 MM0535.The geoid height was determined by GEOID03.
 MM0535
 MM0535.The dynamic height is computed by dividing the NAVD 88
 MM0535.geopotential number by the normal gravity value computed on the
 MM0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0535.degrees latitude (g = 980.6199 gals.).
 MM0535
 MM0535.The modeled gravity was interpolated from observed gravity values.
 MM0535
 MM0535;                    North         East    Units  Estimated Accuracy
 MM0535;SPC NE       -   186,750.      426,050.      MT  (+/- 180 meters Scaled)
 MM0535
 MM0535                          SUPERSEDED SURVEY CONTROL
 MM0535
 MM0535  NGVD 29 (02/14/92)  981.174  (m)         3219.07   (f) ADJUSTED    1 2
 MM0535
 MM0535.Superseded values are not recommended for survey control.
 MM0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0535.See file dsdata.txt to determine how the superseded data were derived.
 MM0535
 MM0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL426973(NAD 83)
 MM0535_MARKER: I = METAL ROD
 MM0535_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MM0535_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MM0535_STAMPING: S 433 1991
 MM0535_MARK LOGO: NGS   
 MM0535_PROJECTION: PROJECTING 2 CENTIMETERS
 MM0535_MAGNETIC: I = MARKER IS A STEEL ROD
 MM0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MM0535+STABILITY: POSITION/ELEVATION WELL
 MM0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0535+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MM0535_ROD/PIPE-DEPTH: 20.1 meters
 MM0535_SLEEVE-DEPTH  : 7.9 meters
 MM0535
 MM0535  HISTORY     - Date     Condition        Report By
 MM0535  HISTORY     - 1991     MONUMENTED       NGS
 MM0535
 MM0535                          STATION DESCRIPTION
 MM0535
 MM0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MM0535'8.3 KM (5.15 MI) SOUTHERLY ALONG STATE HIGHWAY 97 FROM THE COURTHOUSE
 MM0535'IN TRYON, 1.3 KM (0.80 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 92,
 MM0535'21.5 M (70.5 FT) EAST OF THE HIGHWAY CENTERLINE, 12.7 M (41.7 FT)
 MM0535'SOUTH OF THE CENTER OF A FIELD ENTRANCE, 1.0 M (3.3 FT) BELOW THE
 MM0535'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 MM0535'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1427 ***********************************************************************
 LH1427  DESIGNATION -  S 434
 LH1427  PID         -  LH1427
 LH1427  STATE/COUNTY-  NE/DAWSON
 LH1427  USGS QUAD   -  LEXINGTON EAST (1983)
 LH1427
 LH1427                         *CURRENT SURVEY CONTROL
 LH1427  ___________________________________________________________________
 LH1427* NAD 83(1986)-  40 46 10.     (N)    099 42 40.     (W)     SCALED    
 LH1427* NAVD 88     -       725.086  (meters)    2378.89   (feet)  ADJUSTED  
 LH1427  ___________________________________________________________________
 LH1427  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 LH1427  DYNAMIC HT  -         724.662 (meters)    2377.50  (feet)  COMP
 LH1427  MODELED GRAV-     980,015.6   (mgal)                       NAVD 88
 LH1427
 LH1427  VERT ORDER  -  FIRST     CLASS II
 LH1427
 LH1427.The horizontal coordinates were scaled from a topographic map and have
 LH1427.an estimated accuracy of +/- 6 seconds.
 LH1427
 LH1427.The orthometric height was determined by differential leveling
 LH1427.and adjusted by the National Geodetic Survey in May 1993..
 LH1427
 LH1427.The geoid height was determined by GEOID03.
 LH1427
 LH1427.The dynamic height is computed by dividing the NAVD 88
 LH1427.geopotential number by the normal gravity value computed on the
 LH1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1427.degrees latitude (g = 980.6199 gals.).
 LH1427
 LH1427.The modeled gravity was interpolated from observed gravity values.
 LH1427
 LH1427;                    North         East    Units  Estimated Accuracy
 LH1427;SPC NE       -   103,980.      524,380.      MT  (+/- 180 meters Scaled)
 LH1427
 LH1427                          SUPERSEDED SURVEY CONTROL
 LH1427
 LH1427  NGVD 29 (02/14/92)  724.817  (m)         2378.00   (f) ADJUSTED    1 2
 LH1427
 LH1427.Superseded values are not recommended for survey control.
 LH1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1427.See file dsdata.txt to determine how the superseded data were derived.
 LH1427
 LH1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML399134(NAD 83)
 LH1427_MARKER: I = METAL ROD
 LH1427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1427_SP_SET: STAINLESS STEEL ROD
 LH1427_STAMPING: S 434 1991
 LH1427_MARK LOGO: NGS   
 LH1427_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1427_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1427+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1427_ROD/PIPE-DEPTH: 15.2 meters
 LH1427
 LH1427  HISTORY     - Date     Condition        Report By
 LH1427  HISTORY     - 1991     MONUMENTED       NGS
 LH1427
 LH1427                          STATION DESCRIPTION
 LH1427
 LH1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1427'2.5 KM (1.55 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 LH1427'U.S. HIGHWAY 283 IN LEXINGTON, 27.0 M (88.6 FT) SOUTHWEST OF AND
 LH1427'LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 19.5 M (64.0 FT) WEST OF
 LH1427'THE CENTER OF A PAVED ROAD, 13.0 M (42.7 FT) NORTHEAST OF THE NEAR
 LH1427'RAIL OF THE UNION PACIFIC RAILROAD, 1.4 M (4.6 FT) NORTHWEST OF A
 LH1427'UTILITY POLE, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.
 LH1427'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1453 ***********************************************************************
 LH1453  DESIGNATION -  S 435
 LH1453  PID         -  LH1453
 LH1453  STATE/COUNTY-  NE/BUFFALO
 LH1453  USGS QUAD   -  GIBBON NORTH (1962)
 LH1453
 LH1453                         *CURRENT SURVEY CONTROL
 LH1453  ___________________________________________________________________
 LH1453* NAD 83(1986)-  40 45 01.     (N)    098 50 34.     (W)     SCALED    
 LH1453* NAVD 88     -       627.789  (meters)    2059.67   (feet)  ADJUSTED  
 LH1453  ___________________________________________________________________
 LH1453  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH1453  DYNAMIC HT  -         627.440 (meters)    2058.53  (feet)  COMP
 LH1453  MODELED GRAV-     980,047.9   (mgal)                       NAVD 88
 LH1453
 LH1453  VERT ORDER  -  FIRST     CLASS II
 LH1453
 LH1453.The horizontal coordinates were scaled from a topographic map and have
 LH1453.an estimated accuracy of +/- 6 seconds.
 LH1453
 LH1453.The orthometric height was determined by differential leveling
 LH1453.and adjusted by the National Geodetic Survey in May 1993..
 LH1453
 LH1453.The geoid height was determined by GEOID03.
 LH1453
 LH1453.The dynamic height is computed by dividing the NAVD 88
 LH1453.geopotential number by the normal gravity value computed on the
 LH1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1453.degrees latitude (g = 980.6199 gals.).
 LH1453
 LH1453.The modeled gravity was interpolated from observed gravity values.
 LH1453
 LH1453;                    North         East    Units  Estimated Accuracy
 LH1453;SPC NE       -   102,460.      597,700.      MT  (+/- 180 meters Scaled)
 LH1453
 LH1453                          SUPERSEDED SURVEY CONTROL
 LH1453
 LH1453  NGVD 29 (02/14/92)  627.530  (m)         2058.82   (f) ADJUSTED    1 2
 LH1453
 LH1453.Superseded values are not recommended for survey control.
 LH1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1453.See file dsdata.txt to determine how the superseded data were derived.
 LH1453
 LH1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL132110(NAD 83)
 LH1453_MARKER: I = METAL ROD
 LH1453_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1453_SP_SET: STAINLESS STEEL ROD
 LH1453_STAMPING: S 435 1991
 LH1453_MARK LOGO: NGS   
 LH1453_PROJECTION: FLUSH
 LH1453_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1453+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1453_ROD/PIPE-DEPTH: 20.8 meters
 LH1453
 LH1453  HISTORY     - Date     Condition        Report By
 LH1453  HISTORY     - 1991     MONUMENTED       NGS
 LH1453
 LH1453                          STATION DESCRIPTION
 LH1453
 LH1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1453'IN GIBBON, AT THE INTERSECTION OF U.S. HIGHWAY 30 AND MURNEN AVENUE,
 LH1453'25.5 M (83.7 FT) EAST OF THE EXTENDED CENTER OF THE AVENUE, 11.5 M
 LH1453'(37.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 11.4 M (37.4 FT)
 LH1453'NORTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 3.5 M (11.5 FT)
 LH1453'EAST OF A DOUBLE UTILITY POLE WITH 4 GUY CABLES, 0.5 M (1.6 FT) WEST
 LH1453'OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LH1453'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1495 ***********************************************************************
 LH1495  DESIGNATION -  S 436
 LH1495  PID         -  LH1495
 LH1495  STATE/COUNTY-  NE/CLAY
 LH1495  USGS QUAD   -  INLAND (1969)
 LH1495
 LH1495                         *CURRENT SURVEY CONTROL
 LH1495  ___________________________________________________________________
 LH1495* NAD 83(1986)-  40 34 57.     (N)    098 13 55.     (W)     SCALED    
 LH1495* NAVD 88     -       564.420  (meters)    1851.77   (feet)  ADJUSTED  
 LH1495  ___________________________________________________________________
 LH1495  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 LH1495  DYNAMIC HT  -         564.110 (meters)    1850.75  (feet)  COMP
 LH1495  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 LH1495
 LH1495  VERT ORDER  -  FIRST     CLASS II
 LH1495
 LH1495.The horizontal coordinates were scaled from a topographic map and have
 LH1495.an estimated accuracy of +/- 6 seconds.
 LH1495
 LH1495.The orthometric height was determined by differential leveling
 LH1495.and adjusted by the National Geodetic Survey in May 1993..
 LH1495
 LH1495.The geoid height was determined by GEOID03.
 LH1495
 LH1495.The dynamic height is computed by dividing the NAVD 88
 LH1495.geopotential number by the normal gravity value computed on the
 LH1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1495.degrees latitude (g = 980.6199 gals.).
 LH1495
 LH1495.The modeled gravity was interpolated from observed gravity values.
 LH1495
 LH1495;                    North         East    Units  Estimated Accuracy
 LH1495;SPC NE       -    84,710.      649,650.      MT  (+/- 180 meters Scaled)
 LH1495
 LH1495                          SUPERSEDED SURVEY CONTROL
 LH1495
 LH1495.No superseded survey control is available for this station.
 LH1495
 LH1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK650926(NAD 83)
 LH1495_MARKER: I = METAL ROD
 LH1495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LH1495_SP_SET: STAINLESS STEEL ROD
 LH1495_STAMPING: S 436 1991
 LH1495_MARK LOGO: NGS   
 LH1495_PROJECTION: PROJECTING 2 CENTIMETERS
 LH1495_MAGNETIC: I = MARKER IS A STEEL ROD
 LH1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LH1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LH1495+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LH1495_ROD/PIPE-DEPTH: 14.6 meters
 LH1495
 LH1495  HISTORY     - Date     Condition        Report By
 LH1495  HISTORY     - 1991     MONUMENTED       NGS
 LH1495
 LH1495                          STATION DESCRIPTION
 LH1495
 LH1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1495'15.0 KM (9.30 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LH1495'U.S. HIGHWAY 281 IN HASTINGS, 20.9 M (68.6 FT) NORTH OF THE HIGHWAY
 LH1495'CENTERLINE, 8.8 M (28.9 FT) WEST OF THE CENTER OF A FIELD ENTRANCE,
 LH1495'2.6 M (8.5 FT) EAST OF AN UNDERGROUND CABLE WARNING POST, 1.2 M (3.9
 LH1495'FT) WEST OF A RIGHT-OF-WAY POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 LH1495'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LH1495'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1273 ***********************************************************************
 LG1273  DESIGNATION -  S 437
 LG1273  PID         -  LG1273
 LG1273  STATE/COUNTY-  NE/FILLMORE
 LG1273  USGS QUAD   -  FAIRMONT (1969)
 LG1273
 LG1273                         *CURRENT SURVEY CONTROL
 LG1273  ___________________________________________________________________
 LG1273* NAD 83(1986)-  40 38 25.     (N)    097 30 07.     (W)     SCALED    
 LG1273* NAVD 88     -       492.128  (meters)    1614.59   (feet)  ADJUSTED  
 LG1273  ___________________________________________________________________
 LG1273  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 LG1273  DYNAMIC HT  -         491.858 (meters)    1613.70  (feet)  COMP
 LG1273  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 LG1273
 LG1273  VERT ORDER  -  FIRST     CLASS II
 LG1273
 LG1273.The horizontal coordinates were scaled from a topographic map and have
 LG1273.an estimated accuracy of +/- 6 seconds.
 LG1273
 LG1273.The orthometric height was determined by differential leveling
 LG1273.and adjusted by the National Geodetic Survey in May 1993..
 LG1273
 LG1273.The geoid height was determined by GEOID03.
 LG1273
 LG1273.The dynamic height is computed by dividing the NAVD 88
 LG1273.geopotential number by the normal gravity value computed on the
 LG1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1273.degrees latitude (g = 980.6199 gals.).
 LG1273
 LG1273.The modeled gravity was interpolated from observed gravity values.
 LG1273
 LG1273;                    North         East    Units  Estimated Accuracy
 LG1273;SPC NE       -    92,650.      711,240.      MT  (+/- 180 meters Scaled)
 LG1273
 LG1273                          SUPERSEDED SURVEY CONTROL
 LG1273
 LG1273.No superseded survey control is available for this station.
 LG1273
 LG1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK266999(NAD 83)
 LG1273_MARKER: I = METAL ROD
 LG1273_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LG1273_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LG1273_STAMPING: S 437 1991
 LG1273_MARK LOGO: NGS   
 LG1273_PROJECTION: PROJECTING 2 CENTIMETERS
 LG1273_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1273+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1273_ROD/PIPE-DEPTH: 9.1  meters
 LG1273_SLEEVE-DEPTH  : 0.9 meters
 LG1273
 LG1273  HISTORY     - Date     Condition        Report By
 LG1273  HISTORY     - 1991     MONUMENTED       NGS
 LG1273
 LG1273                          STATION DESCRIPTION
 LG1273
 LG1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1273'7.1 KM (4.40 MI) EASTERLY ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LG1273'U.S. HIGHWAY 81 IN FAIRMONT, 22.2 M (72.8 FT) SOUTH OF THE
 LG1273'CENTERLINE OF THE HIGHWAY, 11.6 M (38.1 FT) EAST OF THE CENTER OF A
 LG1273'GRAVELED ROAD, 1.2 M (3.9 FT) NORTHEAST OF A RIGHT-OF-WAY MARKER AND
 LG1273'A UTILITY POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 LG1273'0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 LG1273'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 LG1273'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1315 ***********************************************************************
 LG1315  DESIGNATION -  S 438
 LG1315  PID         -  LG1315
 LG1315  STATE/COUNTY-  NE/LANCASTER
 LG1315  USGS QUAD   -  LINCOLN (1980)
 LG1315
 LG1315                         *CURRENT SURVEY CONTROL
 LG1315  ___________________________________________________________________
 LG1315* NAD 83(1986)-  40 45 00.     (N)    096 42 47.     (W)     SCALED    
 LG1315* NAVD 88     -       364.847  (meters)    1197.00   (feet)  ADJUSTED  
 LG1315  ___________________________________________________________________
 LG1315  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 LG1315  DYNAMIC HT  -         364.689 (meters)    1196.48  (feet)  COMP
 LG1315  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 LG1315
 LG1315  VERT ORDER  -  FIRST     CLASS II
 LG1315
 LG1315.The horizontal coordinates were scaled from a topographic map and have
 LG1315.an estimated accuracy of +/- 6 seconds.
 LG1315
 LG1315.The orthometric height was determined by differential leveling
 LG1315.and adjusted by the National Geodetic Survey in May 1993..
 LG1315
 LG1315.The geoid height was determined by GEOID03.
 LG1315
 LG1315.The dynamic height is computed by dividing the NAVD 88
 LG1315.geopotential number by the normal gravity value computed on the
 LG1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1315.degrees latitude (g = 980.6199 gals.).
 LG1315
 LG1315.The modeled gravity was interpolated from observed gravity values.
 LG1315
 LG1315;                    North         East    Units  Estimated Accuracy
 LG1315;SPC NE       -   107,050.      777,450.      MT  (+/- 180 meters Scaled)
 LG1315
 LG1315                          SUPERSEDED SURVEY CONTROL
 LG1315
 LG1315.No superseded survey control is available for this station.
 LG1315
 LG1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL930135(NAD 83)
 LG1315_MARKER: DV = VERTICAL CONTROL DISK
 LG1315_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LG1315_SP_SET: ABUTMENT
 LG1315_STAMPING: S 438 1991
 LG1315_MARK LOGO: NGS   
 LG1315_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LG1315+STABILITY: POSITION/ELEVATION WELL
 LG1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1315+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1315
 LG1315  HISTORY     - Date     Condition        Report By
 LG1315  HISTORY     - 1991     MONUMENTED       NGS
 LG1315
 LG1315                          STATION DESCRIPTION
 LG1315
 LG1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1315'2.9 KM (1.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 77 (SOUTH 14TH STREET)
 LG1315'FROM THE JUNCTION OF STATE HIGHWAY 2 IN LINCOLN, SET VERTICALLY IN
 LG1315'THE NORTHWEST FACE OF THE SOUTHWEST CONCRETE ABUTMENT OF THE
 LG1315'SOUTHBOUND HIGHWAY OVERPASS OF THE BURLINGTON NORTHERN RAILROAD, 7.9
 LG1315'M (25.9 FT) SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 LG1315'HIGHWAY, AND 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1342 ***********************************************************************
 LG1342  DESIGNATION -  S 439
 LG1342  PID         -  LG1342
 LG1342  STATE/COUNTY-  NE/OTOE
 LG1342  USGS QUAD   -  UNADILLA (1966)
 LG1342
 LG1342                         *CURRENT SURVEY CONTROL
 LG1342  ___________________________________________________________________
 LG1342* NAD 83(1986)-  40 40 55.     (N)    096 16 29.     (W)     SCALED    
 LG1342* NAVD 88     -       327.700  (meters)    1075.13   (feet)  ADJUSTED  
 LG1342  ___________________________________________________________________
 LG1342  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 LG1342  DYNAMIC HT  -         327.548 (meters)    1074.63  (feet)  COMP
 LG1342  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 LG1342
 LG1342  VERT ORDER  -  FIRST     CLASS II
 LG1342
 LG1342.The horizontal coordinates were scaled from a topographic map and have
 LG1342.an estimated accuracy of +/- 6 seconds.
 LG1342
 LG1342.The orthometric height was determined by differential leveling
 LG1342.and adjusted by the National Geodetic Survey in May 1993..
 LG1342
 LG1342.The geoid height was determined by GEOID03.
 LG1342
 LG1342.The dynamic height is computed by dividing the NAVD 88
 LG1342.geopotential number by the normal gravity value computed on the
 LG1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1342.degrees latitude (g = 980.6199 gals.).
 LG1342
 LG1342.The modeled gravity was interpolated from observed gravity values.
 LG1342
 LG1342;                    North         East    Units  Estimated Accuracy
 LG1342;SPC NE       -   101,000.      814,760.      MT  (+/- 180 meters Scaled)
 LG1342
 LG1342                          SUPERSEDED SURVEY CONTROL
 LG1342
 LG1342.No superseded survey control is available for this station.
 LG1342
 LG1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL303070(NAD 83)
 LG1342_MARKER: I = METAL ROD
 LG1342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1342_SP_SET: STAINLESS STEEL ROD
 LG1342_STAMPING: S 439 1991
 LG1342_MARK LOGO: NGS   
 LG1342_PROJECTION: FLUSH
 LG1342_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1342+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LG1342_ROD/PIPE-DEPTH: 12.4 meters
 LG1342
 LG1342  HISTORY     - Date     Condition        Report By
 LG1342  HISTORY     - 1991     MONUMENTED       NGS
 LG1342
 LG1342                          STATION DESCRIPTION
 LG1342
 LG1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LG1342'0.2 KM (0.10 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 LG1342'UNADILLA, 43.0 M (141.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD,
 LG1342'16.0 M (52.5 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON
 LG1342'NORTHERN RAILROAD, 13.2 M (43.3 FT) SOUTH OF THE CENTER OF THE
 LG1342'STREET, 4.2 M (13.8 FT) WEST OF A FENCE CORNER, 0.5 M (1.6 FT) EAST
 LG1342'OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LG1342'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1378 ***********************************************************************
 LG1378  DESIGNATION -  S 440
 LG1378  PID         -  LG1378
 LG1378  STATE/COUNTY-  NE/LANCASTER
 LG1378  USGS QUAD   -  LINCOLN (1980)
 LG1378
 LG1378                         *CURRENT SURVEY CONTROL
 LG1378  ___________________________________________________________________
 LG1378* NAD 83(1986)-  40 51 25.     (N)    096 39 02.     (W)     SCALED    
 LG1378* NAVD 88     -       348.075  (meters)    1141.98   (feet)  ADJUSTED  
 LG1378  ___________________________________________________________________
 LG1378  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 LG1378  DYNAMIC HT  -         347.925 (meters)    1141.48  (feet)  COMP
 LG1378  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 LG1378
 LG1378  VERT ORDER  -  FIRST     CLASS II
 LG1378
 LG1378.The horizontal coordinates were scaled from a topographic map and have
 LG1378.an estimated accuracy of +/- 6 seconds.
 LG1378
 LG1378.The orthometric height was determined by differential leveling
 LG1378.and adjusted by the National Geodetic Survey in May 1993..
 LG1378
 LG1378.The geoid height was determined by GEOID03.
 LG1378
 LG1378.The dynamic height is computed by dividing the NAVD 88
 LG1378.geopotential number by the normal gravity value computed on the
 LG1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG1378.degrees latitude (g = 980.6199 gals.).
 LG1378
 LG1378.The modeled gravity was interpolated from observed gravity values.
 LG1378
 LG1378;                    North         East    Units  Estimated Accuracy
 LG1378;SPC NE       -   119,120.      782,270.      MT  (+/- 180 meters Scaled)
 LG1378
 LG1378                          SUPERSEDED SURVEY CONTROL
 LG1378
 LG1378.No superseded survey control is available for this station.
 LG1378
 LG1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL980255(NAD 83)
 LG1378_MARKER: I = METAL ROD
 LG1378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LG1378_SP_SET: STAINLESS STEEL ROD
 LG1378_STAMPING: S 440 1992
 LG1378_MARK LOGO: NGS   
 LG1378_PROJECTION: FLUSH
 LG1378_MAGNETIC: I = MARKER IS A STEEL ROD
 LG1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1378+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LG1378_ROD/PIPE-DEPTH: 4.2  meters
 LG1378
 LG1378  HISTORY     - Date     Condition        Report By
 LG1378  HISTORY     - 1992     MONUMENTED       NGS
 LG1378
 LG1378                          STATION DESCRIPTION
 LG1378
 LG1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LG1378'0.1 KM (0.05 MI) SOUTHERLY ALONG NORTH 63RD STREET FROM THE HAVELOCK
 LG1378'STATION POST OFFICE IN LINCOLN, THENCE 1.4 KM (0.85 MI) WESTERLY
 LG1378'ALONG HAVELOCK AVENUE, 13.7 M (44.9 FT) SOUTH OF THE CENTER OF THE
 LG1378'AVENUE, 6.7 M (22.0 FT) WEST-NORTHWEST OF THE WEST END OF A HEADWALL,
 LG1378'0.7 M (2.3 FT) EAST OF A UTILITY POLE WITH 2 TRANSFORMERS AND A GUY
 LG1378'CABLE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT)
 LG1378'BELOW THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS
 LG1378'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0590 ***********************************************************************
 NO0590  DESIGNATION -  S 441
 NO0590  PID         -  NO0590
 NO0590  STATE/COUNTY-  NE/CHERRY
 NO0590  USGS QUAD   -  VALENTINE NORTH (1983)
 NO0590
 NO0590                         *CURRENT SURVEY CONTROL
 NO0590  ___________________________________________________________________
 NO0590* NAD 83(1986)-  42 53 02.     (N)    100 33 51.     (W)     SCALED    
 NO0590* NAVD 88     -       781.790  (meters)    2564.92   (feet)  ADJUSTED  
 NO0590  ___________________________________________________________________
 NO0590  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 NO0590  DYNAMIC HT  -         781.479 (meters)    2563.90  (feet)  COMP
 NO0590  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 NO0590
 NO0590  VERT ORDER  -  FIRST     CLASS II
 NO0590
 NO0590.The horizontal coordinates were scaled from a topographic map and have
 NO0590.an estimated accuracy of +/- 6 seconds.
 NO0590
 NO0590.The orthometric height was determined by differential leveling
 NO0590.and adjusted by the National Geodetic Survey in June 1994..
 NO0590
 NO0590.The geoid height was determined by GEOID03.
 NO0590
 NO0590.The dynamic height is computed by dividing the NAVD 88
 NO0590.geopotential number by the normal gravity value computed on the
 NO0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0590.degrees latitude (g = 980.6199 gals.).
 NO0590
 NO0590.The modeled gravity was interpolated from observed gravity values.
 NO0590
 NO0590;                    North         East    Units  Estimated Accuracy
 NO0590;SPC NE       -   338,870.      453,910.      MT  (+/- 180 meters Scaled)
 NO0590
 NO0590                          SUPERSEDED SURVEY CONTROL
 NO0590
 NO0590.No superseded survey control is available for this station.
 NO0590
 NO0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN722491(NAD 83)
 NO0590_MARKER: I = METAL ROD
 NO0590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NO0590_SP_SET: STAINLESS STEEL ROD
 NO0590_STAMPING: S 441 1992
 NO0590_MARK LOGO: NGS   
 NO0590_PROJECTION: FLUSH
 NO0590_MAGNETIC: I = MARKER IS A STEEL ROD
 NO0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NO0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NO0590+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NO0590_ROD/PIPE-DEPTH: 9.1  meters
 NO0590
 NO0590  HISTORY     - Date     Condition        Report By
 NO0590  HISTORY     - 1992     MONUMENTED       NGS
 NO0590
 NO0590                          STATION DESCRIPTION
 NO0590
 NO0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NO0590'1.6 KM (1.00 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE
 NO0590'IN VALENTINE, 29.7 M (97.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 NO0590'21.0 M (68.9 FT) WEST-SOUTHWEST OF THE CENTER OF THE WEST END OF A
 NO0590'CULVERT, 3.8 M (12.5 FT) ABOVE THE LEVEL OF THE HIGHWAY, 2.7 M (8.9
 NO0590'FT) SOUTH OF A FENCE CORNER, AND 0.4 M (1.3 FT) EAST OF A WITNESS
 NO0590'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NO0590'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0528 ***********************************************************************
 LH0528  DESIGNATION -  S 5
 LH0528  PID         -  LH0528
 LH0528  STATE/COUNTY-  NE/BUFFALO
 LH0528  USGS QUAD   -  ELM CREEK EAST (1983)
 LH0528
 LH0528                         *CURRENT SURVEY CONTROL
 LH0528  ___________________________________________________________________
 LH0528* NAD 83(1986)-  40 42 08.     (N)    099 15 26.     (W)     SCALED    
 LH0528* NAVD 88     -       676.812  (meters)    2220.51   (feet)  ADJUSTED  
 LH0528  ___________________________________________________________________
 LH0528  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 LH0528  DYNAMIC HT  -         676.423 (meters)    2219.23  (feet)  COMP
 LH0528  MODELED GRAV-     980,027.9   (mgal)                       NAVD 88
 LH0528
 LH0528  VERT ORDER  -  FIRST     CLASS II
 LH0528
 LH0528.The horizontal coordinates were scaled from a topographic map and have
 LH0528.an estimated accuracy of +/- 6 seconds.
 LH0528
 LH0528.The orthometric height was determined by differential leveling
 LH0528.and adjusted by the National Geodetic Survey in May 1993..
 LH0528
 LH0528.The geoid height was determined by GEOID03.
 LH0528
 LH0528.The dynamic height is computed by dividing the NAVD 88
 LH0528.geopotential number by the normal gravity value computed on the
 LH0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0528.degrees latitude (g = 980.6199 gals.).
 LH0528
 LH0528.The modeled gravity was interpolated from observed gravity values.
 LH0528
 LH0528;                    North         East    Units  Estimated Accuracy
 LH0528;SPC NE       -    96,740.      562,760.      MT  (+/- 180 meters Scaled)
 LH0528
 LH0528                          SUPERSEDED SURVEY CONTROL
 LH0528
 LH0528  NAVD 88 (06/15/91)  676.821  (m)         2220.54   (f) UNKNOWN     1 2
 LH0528  NGVD 29 (02/14/92)  676.553  (m)         2219.66   (f) ADJUSTED    1 2
 LH0528
 LH0528.Superseded values are not recommended for survey control.
 LH0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0528.See file dsdata.txt to determine how the superseded data were derived.
 LH0528
 LH0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML782057(NAD 83)
 LH0528_MARKER: DB = BENCH MARK DISK
 LH0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0528_SP_SET: CONCRETE POST
 LH0528_STAMPING: S 5 1933 2219.690
 LH0528_MARK LOGO: CGS   
 LH0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0528+STABILITY: SURFACE MOTION
 LH0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0528+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 LH0528
 LH0528  HISTORY     - Date     Condition        Report By
 LH0528  HISTORY     - 1933     MONUMENTED       CGS
 LH0528  HISTORY     - 1959     GOOD             NGS
 LH0528  HISTORY     - 19910923 GOOD             NGS
 LH0528  HISTORY     - 20050906 MARK NOT FOUND   NEDR
 LH0528
 LH0528                          STATION DESCRIPTION
 LH0528
 LH0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LH0528'AT ODESSA.
 LH0528'AT ODESSA, BUFFALO COUNTY, ABOUT 176 FEET WEST OF THE SOUTHWEST
 LH0528'CORNER OF THE UNION PACIFIC RAILROAD STATION, ABOUT 106 FEET
 LH0528'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 34 FEET SOUTH OF
 LH0528'THE CENTER LINE OF THE GRAVEL ROAD PARALLELING THE TRACK, 25.3
 LH0528'FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK, AND 6 FEET
 LH0528'EAST OF A POLE.  A STANDARD DISK, STAMPED 2219.690 S 5 1933
 LH0528'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 LH0528'ABOVE GROUND.
 LH0528
 LH0528                          STATION RECOVERY (1959)
 LH0528
 LH0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LH0528'RECOVERED IN GOOD CONDITION.
 LH0528
 LH0528                          STATION RECOVERY (1991)
 LH0528
 LH0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH0528'10.9 KM (6.75 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0528'OF U.S. HIGHWAY 183 IN ELM CREEK, 82.6 M (271.0 FT) WEST OF THE
 LH0528'CENTER OF A PAVED ROAD, 32.3 M (106.0 FT) SOUTH OF THE HIGHWAY
 LH0528'CENTERLINE, 13.8 M (45.3 FT) SOUTHEAST OF A UTILITY POLE, 7.8 M (25.6
 LH0528'FT) NORTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 0.9 M (3.0
 LH0528'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 LH0528'POST, NEAR THE CENTER OF 2 STEEL GUARD POSTS, AND THE MONUMENT IS
 LH0528'RECESSED 0.4 M (1.3 FT) BELOW THE GROUND SURFACE.
 LH0528
 LH0528                          STATION RECOVERY (2005)
 LH0528
 LH0528'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2005 (JC)
 LH0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0270 ***********************************************************************
 MN0270  DESIGNATION -  S 50
 MN0270  PID         -  MN0270
 MN0270  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0270  USGS QUAD   -  MINATARE (1965)
 MN0270
 MN0270                         *CURRENT SURVEY CONTROL
 MN0270  ___________________________________________________________________
 MN0270* NAD 83(1986)-  41 50 37.     (N)    103 37 07.     (W)     SCALED    
 MN0270* NAVD 88     -      1178.990  (meters)    3868.07   (feet)  ADJUSTED  
 MN0270  ___________________________________________________________________
 MN0270  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 MN0270  DYNAMIC HT  -        1178.226 (meters)    3865.56  (feet)  COMP
 MN0270  MODELED GRAV-     979,934.3   (mgal)                       NAVD 88
 MN0270
 MN0270  VERT ORDER  -  SECOND    CLASS 0
 MN0270
 MN0270.The horizontal coordinates were scaled from a topographic map and have
 MN0270.an estimated accuracy of +/- 6 seconds.
 MN0270
 MN0270.The orthometric height was determined by differential leveling
 MN0270.and adjusted by the National Geodetic Survey in June 1991..
 MN0270
 MN0270.The geoid height was determined by GEOID03.
 MN0270
 MN0270.The dynamic height is computed by dividing the NAVD 88
 MN0270.geopotential number by the normal gravity value computed on the
 MN0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0270.degrees latitude (g = 980.6199 gals.).
 MN0270
 MN0270.The modeled gravity was interpolated from observed gravity values.
 MN0270
 MN0270;                    North         East    Units  Estimated Accuracy
 MN0270;SPC NE       -   229,480.      199,650.      MT  (+/- 180 meters Scaled)
 MN0270
 MN0270                          SUPERSEDED SURVEY CONTROL
 MN0270
 MN0270  NGVD 29 (??/??/92) 1178.338  (m)         3865.93   (f) ADJ UNCH    2 0
 MN0270
 MN0270.Superseded values are not recommended for survey control.
 MN0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0270.See file dsdata.txt to determine how the superseded data were derived.
 MN0270
 MN0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG146333(NAD 83)
 MN0270_MARKER: DB = BENCH MARK DISK
 MN0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0270_STAMPING: S 50 1934
 MN0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0270+STABILITY: SURFACE MOTION
 MN0270
 MN0270  HISTORY     - Date     Condition        Report By
 MN0270  HISTORY     - 1934     MONUMENTED       CGS
 MN0270
 MN0270                          STATION DESCRIPTION
 MN0270
 MN0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0270'2.6 MI SE FROM SCOTTSBLUFF.
 MN0270'ABOUT 2.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MN0270'RAILROAD FROM THE STATION AT SCOTTSBLUFF, SCOTTS BLUFF COUNTY,
 MN0270'ABOUT 0.2 MILE NORTHWEST OF MILEPOST 28, 44.1 FEET NORTHEAST OF THE
 MN0270'NORTHEAST RAIL, 3.4 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND
 MN0270'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED S 50
 MN0270'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0118 ***********************************************************************
 MN0118  DESIGNATION -  S 51
 MN0118  PID         -  MN0118
 MN0118  STATE/COUNTY-  NE/MORRILL
 MN0118  USGS QUAD   -  BROADWATER (1965)
 MN0118
 MN0118                         *CURRENT SURVEY CONTROL
 MN0118  ___________________________________________________________________
 MN0118* NAD 83(1986)-  41 33 51.     (N)    102 45 23.     (W)     SCALED    
 MN0118* NAVD 88     -      1082.516  (meters)    3551.55   (feet)  ADJUSTED  
 MN0118  ___________________________________________________________________
 MN0118  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 MN0118  DYNAMIC HT  -        1081.841 (meters)    3549.34  (feet)  COMP
 MN0118  MODELED GRAV-     979,962.6   (mgal)                       NAVD 88
 MN0118
 MN0118  VERT ORDER  -  SECOND    CLASS 0
 MN0118
 MN0118.The horizontal coordinates were scaled from a topographic map and have
 MN0118.an estimated accuracy of +/- 6 seconds.
 MN0118
 MN0118.The orthometric height was determined by differential leveling
 MN0118.and adjusted by the National Geodetic Survey in June 1991..
 MN0118
 MN0118.The geoid height was determined by GEOID03.
 MN0118
 MN0118.The dynamic height is computed by dividing the NAVD 88
 MN0118.geopotential number by the normal gravity value computed on the
 MN0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0118.degrees latitude (g = 980.6199 gals.).
 MN0118
 MN0118.The modeled gravity was interpolated from observed gravity values.
 MN0118
 MN0118;                    North         East    Units  Estimated Accuracy
 MN0118;SPC NE       -   195,830.      270,200.      MT  (+/- 180 meters Scaled)
 MN0118
 MN0118                          SUPERSEDED SURVEY CONTROL
 MN0118
 MN0118  NGVD 29 (??/??/92) 1081.981  (m)         3549.80   (f) ADJ UNCH    2 0
 MN0118
 MN0118.Superseded values are not recommended for survey control.
 MN0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0118.See file dsdata.txt to determine how the superseded data were derived.
 MN0118
 MN0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG870038(NAD 83)
 MN0118_MARKER: DB = BENCH MARK DISK
 MN0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0118_STAMPING: S 51 1934
 MN0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0118+STABILITY: SURFACE MOTION
 MN0118
 MN0118  HISTORY     - Date     Condition        Report By
 MN0118  HISTORY     - 1934     MONUMENTED       CGS
 MN0118  HISTORY     - 1942     GOOD             NGS
 MN0118
 MN0118                          STATION DESCRIPTION
 MN0118
 MN0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0118'5.6 MI E FROM BROADWATER.
 MN0118'ABOUT 5.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MN0118'STATION AT BROADWATER, MORRILL COUNTY, ABOUT 5 POLES WEST
 MN0118'OF MILEPOST 95, 45 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 MN0118'ABOUT 130 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 26,
 MN0118'10 FEET EAST OF THE EAST END OF A GATE, AND 4 FEET NORTH OF THE
 MN0118'RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 51
 MN0118'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0118
 MN0118                          STATION RECOVERY (1942)
 MN0118
 MN0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MN0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0051 ***********************************************************************
 MN0051  DESIGNATION -  S 53
 MN0051  PID         -  MN0051
 MN0051  STATE/COUNTY-  NE/GARDEN
 MN0051  USGS QUAD   -  OSHKOSH (1971)
 MN0051
 MN0051                         *CURRENT SURVEY CONTROL
 MN0051  ___________________________________________________________________
 MN0051* NAD 83(1986)-  41 29 30.     (N)    102 20 50.     (W)     SCALED    
 MN0051* NAVD 88     -      1140.786  (meters)    3742.73   (feet)  ADJUSTED  
 MN0051  ___________________________________________________________________
 MN0051  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 MN0051  DYNAMIC HT  -        1140.069 (meters)    3740.38  (feet)  COMP
 MN0051  MODELED GRAV-     979,955.2   (mgal)                       NAVD 88
 MN0051
 MN0051  VERT ORDER  -  SECOND    CLASS 0
 MN0051
 MN0051.The horizontal coordinates were scaled from a topographic map and have
 MN0051.an estimated accuracy of +/- 6 seconds.
 MN0051
 MN0051.The orthometric height was determined by differential leveling
 MN0051.and adjusted by the National Geodetic Survey in June 1991..
 MN0051
 MN0051.The geoid height was determined by GEOID03.
 MN0051
 MN0051.The dynamic height is computed by dividing the NAVD 88
 MN0051.geopotential number by the normal gravity value computed on the
 MN0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0051.degrees latitude (g = 980.6199 gals.).
 MN0051
 MN0051.The modeled gravity was interpolated from observed gravity values.
 MN0051
 MN0051;                    North         East    Units  Estimated Accuracy
 MN0051;SPC NE       -   186,780.      304,080.      MT  (+/- 180 meters Scaled)
 MN0051
 MN0051                          SUPERSEDED SURVEY CONTROL
 MN0051
 MN0051  NGVD 29 (??/??/92) 1140.263  (m)         3741.01   (f) ADJ UNCH    2 0
 MN0051
 MN0051.Superseded values are not recommended for survey control.
 MN0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0051.See file dsdata.txt to determine how the superseded data were derived.
 MN0051
 MN0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF214967(NAD 83)
 MN0051_MARKER: DB = BENCH MARK DISK
 MN0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0051_STAMPING: S 53 1934
 MN0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0051+STABILITY: SURFACE MOTION
 MN0051
 MN0051  HISTORY     - Date     Condition        Report By
 MN0051  HISTORY     - 1934     MONUMENTED       CGS
 MN0051  HISTORY     - 1971     MARK NOT FOUND   USGS
 MN0051
 MN0051                          STATION DESCRIPTION
 MN0051
 MN0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0051'5.9 MI N FROM OSHKOSH.
 MN0051'5.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE COURTHOUSE AT
 MN0051'OSHKOSH, GARDEN COUNTY, 60 FEET EAST OF THE CENTERLINE OF THE
 MN0051'HIGHWAY, 27 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 3 FEET SOUTH
 MN0051'OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED S 53 1934
 MN0051'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- VERY POSSIBLE THAT
 MN0051'BM COULD BE COVERED UP WITH BLOW SAND.
 MN0051
 MN0051                          STATION RECOVERY (1971)
 MN0051
 MN0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MN0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0230 ***********************************************************************
 MN0230  DESIGNATION -  S 54
 MN0230  PID         -  MN0230
 MN0230  STATE/COUNTY-  NE/BANNER
 MN0230  USGS QUAD   -  BENNETT RESERVOIR NW (1979)
 MN0230
 MN0230                         *CURRENT SURVEY CONTROL
 MN0230  ___________________________________________________________________
 MN0230* NAD 83(1986)-  41 28 48.     (N)    103 44 07.     (W)     SCALED    
 MN0230* NAVD 88     -      1514.946  (meters)    4970.29   (feet)  ADJUSTED  
 MN0230  ___________________________________________________________________
 MN0230  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 MN0230  DYNAMIC HT  -        1513.819 (meters)    4966.59  (feet)  COMP
 MN0230  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 MN0230
 MN0230  VERT ORDER  -  SECOND    CLASS 0
 MN0230
 MN0230.The horizontal coordinates were scaled from a topographic map and have
 MN0230.an estimated accuracy of +/- 6 seconds.
 MN0230
 MN0230.The orthometric height was determined by differential leveling
 MN0230.and adjusted by the National Geodetic Survey in June 1991..
 MN0230
 MN0230.The geoid height was determined by GEOID03.
 MN0230
 MN0230.The dynamic height is computed by dividing the NAVD 88
 MN0230.geopotential number by the normal gravity value computed on the
 MN0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0230.degrees latitude (g = 980.6199 gals.).
 MN0230
 MN0230.The modeled gravity was interpolated from observed gravity values.
 MN0230
 MN0230;                    North         East    Units  Estimated Accuracy
 MN0230;SPC NE       -   189,560.      188,230.      MT  (+/- 180 meters Scaled)
 MN0230
 MN0230                          SUPERSEDED SURVEY CONTROL
 MN0230
 MN0230  NGVD 29 (??/??/92) 1514.218  (m)         4967.90   (f) ADJ UNCH    2 0
 MN0230
 MN0230.Superseded values are not recommended for survey control.
 MN0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0230.See file dsdata.txt to determine how the superseded data were derived.
 MN0230
 MN0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF055928(NAD 83)
 MN0230_MARKER: DB = BENCH MARK DISK
 MN0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0230_STAMPING: S 54 1934
 MN0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0230+STABILITY: SURFACE MOTION
 MN0230
 MN0230  HISTORY     - Date     Condition        Report By
 MN0230  HISTORY     - 1934     MONUMENTED       CGS
 MN0230  HISTORY     - 1941     GOOD             NGS
 MN0230  HISTORY     - 1974     GOOD             USGS
 MN0230
 MN0230                          STATION DESCRIPTION
 MN0230
 MN0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0230'6.1 MI S FROM HARRISBURG.
 MN0230'ABOUT 6.1 MILES SOUTH ALONG STATE HIGHWAY 29 FROM THE COURTHOUSE
 MN0230'AT HARRISBURG, BANNER COUNTY, 72 FEET NORTH OF THE CENTER LINE
 MN0230'OF A CROSS ROAD, 38 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MN0230'AND 3 FEET SOUTHWEST OF THE INTERSECTION OF RIGHT-OF-WAY FENCES.
 MN0230'A STANDARD DISK, STAMPED S 54 1934 AND SET IN THE TOP OF A
 MN0230'CONCRETE POST.
 MN0230
 MN0230                          STATION RECOVERY (1941)
 MN0230
 MN0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MN0230'RECOVERED IN GOOD CONDITION.
 MN0230
 MN0230                          STATION RECOVERY (1974)
 MN0230
 MN0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MN0230'ABOUT 6.1 MI S. ALONG GRAVEL ROAD FROM THE COURTHOUSE AT HARRISBURG,
 MN0230'BANNER COUNTY, TPS. 17 AND 18 N., R-56 W., NEAR COR. OF SECS. 1,2,35
 MN0230'AND 36, 72 FT. N., 38 FT. W. OF AND 0.4 FT LOWER THAN CROSSROADS, A
 MN0230'STD. DISC STAMPED S 54 1934 AND SET IN THE TOP OF A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0196 ***********************************************************************
 MN0196  DESIGNATION -  S 55
 MN0196  PID         -  MN0196
 MN0196  STATE/COUNTY-  NE/MORRILL
 MN0196  USGS QUAD   -  ROUNDHOUSE ROCK (1979)
 MN0196
 MN0196                         *CURRENT SURVEY CONTROL
 MN0196  ___________________________________________________________________
 MN0196* NAD 83(1986)-  41 35 00.     (N)    103 10 25.     (W)     SCALED    
 MN0196* NAVD 88     -      1153.458  (meters)    3784.30   (feet)  ADJUSTED  
 MN0196  ___________________________________________________________________
 MN0196  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 MN0196  DYNAMIC HT  -        1152.716 (meters)    3781.87  (feet)  COMP
 MN0196  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 MN0196
 MN0196  VERT ORDER  -  SECOND    CLASS 0
 MN0196
 MN0196.The horizontal coordinates were scaled from a topographic map and have
 MN0196.an estimated accuracy of +/- 6 seconds.
 MN0196
 MN0196.The orthometric height was determined by differential leveling
 MN0196.and adjusted by the National Geodetic Survey in June 1991..
 MN0196
 MN0196.The geoid height was determined by GEOID03.
 MN0196
 MN0196.The dynamic height is computed by dividing the NAVD 88
 MN0196.geopotential number by the normal gravity value computed on the
 MN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0196.degrees latitude (g = 980.6199 gals.).
 MN0196
 MN0196.The modeled gravity was interpolated from observed gravity values.
 MN0196
 MN0196;                    North         East    Units  Estimated Accuracy
 MN0196;SPC NE       -   199,150.      235,510.      MT  (+/- 180 meters Scaled)
 MN0196
 MN0196                          SUPERSEDED SURVEY CONTROL
 MN0196
 MN0196  NGVD 29 (??/??/92) 1152.889  (m)         3782.44   (f) ADJ UNCH    2 0
 MN0196
 MN0196.Superseded values are not recommended for survey control.
 MN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0196.See file dsdata.txt to determine how the superseded data were derived.
 MN0196
 MN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG522051(NAD 83)
 MN0196_MARKER: DB = BENCH MARK DISK
 MN0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0196_STAMPING: S 55 1934
 MN0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0196+STABILITY: SURFACE MOTION
 MN0196
 MN0196  HISTORY     - Date     Condition        Report By
 MN0196  HISTORY     - 1934     MONUMENTED       CGS
 MN0196  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0196
 MN0196                          STATION DESCRIPTION
 MN0196
 MN0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0196'5 MI E FROM REDINGTON.
 MN0196'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 88 FROM THE POST OFFICE
 MN0196'AT REDINGTON, MORRILL COUNTY, ABOUT 105 FEET SOUTHWEST OF A POLE,
 MN0196'64 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET
 MN0196'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 55
 MN0196'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0196
 MN0196                          STATION RECOVERY (1972)
 MN0196
 MN0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MN0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0464 ***********************************************************************
 NP0464  DESIGNATION -  S 57
 NP0464  PID         -  NP0464
 NP0464  STATE/COUNTY-  NE/SIOUX
 NP0464  USGS QUAD   -  HARRISON WEST (1978)
 NP0464
 NP0464                         *CURRENT SURVEY CONTROL
 NP0464  ___________________________________________________________________
 NP0464* NAD 83(1986)-  42 41 06.     (N)    103 54 55.     (W)     SCALED    
 NP0464* NAVD 88     -      1482.264  (meters)    4863.06   (feet)  ADJUSTED  
 NP0464  ___________________________________________________________________
 NP0464  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 NP0464  DYNAMIC HT  -        1481.381 (meters)    4860.16  (feet)  COMP
 NP0464  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 NP0464
 NP0464  VERT ORDER  -  FIRST     CLASS II
 NP0464
 NP0464.The horizontal coordinates were scaled from a topographic map and have
 NP0464.an estimated accuracy of +/- 6 seconds.
 NP0464
 NP0464.The orthometric height was determined by differential leveling
 NP0464.and adjusted by the National Geodetic Survey in June 1991..
 NP0464
 NP0464.The geoid height was determined by GEOID03.
 NP0464
 NP0464.The dynamic height is computed by dividing the NAVD 88
 NP0464.geopotential number by the normal gravity value computed on the
 NP0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0464.degrees latitude (g = 980.6199 gals.).
 NP0464
 NP0464.The modeled gravity was interpolated from observed gravity values.
 NP0464
 NP0464;                    North         East    Units  Estimated Accuracy
 NP0464;SPC NE       -   323,890.      179,270.      MT  (+/- 180 meters Scaled)
 NP0464
 NP0464                          SUPERSEDED SURVEY CONTROL
 NP0464
 NP0464  NGVD 29 (??/??/92) 1481.565  (m)         4860.77   (f) ADJ UNCH    1 2
 NP0464
 NP0464.Superseded values are not recommended for survey control.
 NP0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0464.See file dsdata.txt to determine how the superseded data were derived.
 NP0464
 NP0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH888264(NAD 83)
 NP0464_MARKER: DB = BENCH MARK DISK
 NP0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0464_STAMPING: S 57 1934
 NP0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0464+STABILITY: SURFACE MOTION
 NP0464
 NP0464  HISTORY     - Date     Condition        Report By
 NP0464  HISTORY     - 1934     MONUMENTED       CGS
 NP0464  HISTORY     - 1954     GOOD             NGS
 NP0464
 NP0464                          STATION DESCRIPTION
 NP0464
 NP0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NP0464'1.7 MI W FROM HARRISON.
 NP0464'1.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NP0464'THE STATION AT HARRISON, 42 FEET SOUTH OF THE SOUTH RAIL, 54 FEET
 NP0464'NORTH OF A FENCE, 3 FEET NORTH OF THE 3RD POLE WEST OF MILEPOST
 NP0464'462, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NP0464'POST WHICH IS FLUSH WITH THE GROUND.  IN THE NORTHWEST 1/4 OF
 NP0464'SECTION 9, TOWNSHIP 31 NORTH, RANGE 56 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0420 ***********************************************************************
 NP0420  DESIGNATION -  S 58
 NP0420  PID         -  NP0420
 NP0420  STATE/COUNTY-  NE/SIOUX
 NP0420  USGS QUAD   -  CHALK BUTTES NE (1983)
 NP0420
 NP0420                         *CURRENT SURVEY CONTROL
 NP0420  ___________________________________________________________________
 NP0420* NAD 83(1986)-  42 09 37.     (N)    103 48 40.     (W)     SCALED    
 NP0420* NAVD 88     -      1451.887  (meters)    4763.40   (feet)  POSTED    
 NP0420  ___________________________________________________________________
 NP0420  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 NP0420  DYNAMIC HT  -        1450.930 (meters)    4760.26  (feet)  COMP
 NP0420  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 NP0420
 NP0420  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NP0420
 NP0420.The horizontal coordinates were scaled from a topographic map and have
 NP0420.an estimated accuracy of +/- 6 seconds.
 NP0420
 NP0420.The orthometric height was determined by differential leveling
 NP0420.and adjusted by the National Geodetic Survey in 1992..
 NP0420.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NP0420.rate of 0.0 thru 1.0 mm/km.
 NP0420
 NP0420.The geoid height was determined by GEOID03.
 NP0420
 NP0420.The dynamic height is computed by dividing the NAVD 88
 NP0420.geopotential number by the normal gravity value computed on the
 NP0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0420.degrees latitude (g = 980.6199 gals.).
 NP0420
 NP0420.The modeled gravity was interpolated from observed gravity values.
 NP0420
 NP0420;                    North         East    Units  Estimated Accuracy
 NP0420;SPC NE       -   265,290.      185,230.      MT  (+/- 180 meters Scaled)
 NP0420
 NP0420                          SUPERSEDED SURVEY CONTROL
 NP0420
 NP0420  NGVD 29 (??/??/92) 1451.129  (m)         4760.91   (f) ADJ UNCH    2 0
 NP0420
 NP0420.Superseded values are not recommended for survey control.
 NP0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0420.See file dsdata.txt to determine how the superseded data were derived.
 NP0420
 NP0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG982682(NAD 83)
 NP0420_MARKER: DB = BENCH MARK DISK
 NP0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0420_STAMPING: S 58 1934
 NP0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0420+STABILITY: SURFACE MOTION
 NP0420
 NP0420  HISTORY     - Date     Condition        Report By
 NP0420  HISTORY     - 1934     MONUMENTED       CGS
 NP0420  HISTORY     - 1981     MARK NOT FOUND   USGS
 NP0420
 NP0420                          STATION DESCRIPTION
 NP0420
 NP0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0420'14.8 MI N FROM MITCHELL.
 NP0420'IN SIOUX COUNTY, 14.8 MILES NORTH ALONG STATE HIGHWAY 29 FROM
 NP0420'THE HIGH SCHOOL AT MITCHELL, SCOTTS BLUFF COUNTY, 0.4 MILE EAST
 NP0420'OF A TURN TO THE EAST AND THE PASSAGE OVER A SERIES OF SMALL
 NP0420'HILLS, ON A SMALL HILL, AND 48.0 FEET SOUTHEAST OF THE CENTERLINE
 NP0420'OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 58 1934 AND SET IN
 NP0420'THE TOP OF A CONCRETE POST.
 NP0420
 NP0420                          STATION RECOVERY (1981)
 NP0420
 NP0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NP0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0864 ***********************************************************************
 ML0864  DESIGNATION -  S 59
 ML0864  PID         -  ML0864
 ML0864  STATE/COUNTY-  NE/CUSTER
 ML0864  USGS QUAD   -  ANSELMO (1978)
 ML0864
 ML0864                         *CURRENT SURVEY CONTROL
 ML0864  ___________________________________________________________________
 ML0864* NAD 83(1986)-  41 30 47.     (N)    099 46 20.     (W)     SCALED    
 ML0864* NAVD 88     -       806.375  (meters)    2645.58   (feet)  ADJUSTED  
 ML0864  ___________________________________________________________________
 ML0864  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 ML0864  DYNAMIC HT  -         805.952 (meters)    2644.19  (feet)  COMP
 ML0864  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 ML0864
 ML0864  VERT ORDER  -  SECOND    CLASS 0
 ML0864
 ML0864.The horizontal coordinates were scaled from a topographic map and have
 ML0864.an estimated accuracy of +/- 6 seconds.
 ML0864
 ML0864.The orthometric height was determined by differential leveling
 ML0864.and adjusted by the National Geodetic Survey in June 1991..
 ML0864
 ML0864.The geoid height was determined by GEOID03.
 ML0864
 ML0864.The dynamic height is computed by dividing the NAVD 88
 ML0864.geopotential number by the normal gravity value computed on the
 ML0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0864.degrees latitude (g = 980.6199 gals.).
 ML0864
 ML0864.The modeled gravity was interpolated from observed gravity values.
 ML0864
 ML0864;                    North         East    Units  Estimated Accuracy
 ML0864;SPC NE       -   186,520.      519,010.      MT  (+/- 180 meters Scaled)
 ML0864
 ML0864                          SUPERSEDED SURVEY CONTROL
 ML0864
 ML0864  NGVD 29 (??/??/92)  806.086  (m)         2644.63   (f) ADJ UNCH    2 0
 ML0864
 ML0864.Superseded values are not recommended for survey control.
 ML0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0864.See file dsdata.txt to determine how the superseded data were derived.
 ML0864
 ML0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML355960(NAD 83)
 ML0864_MARKER: DB = BENCH MARK DISK
 ML0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0864_STAMPING: S 59 1934
 ML0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0864+STABILITY: SURFACE MOTION
 ML0864
 ML0864  HISTORY     - Date     Condition        Report By
 ML0864  HISTORY     - 1934     MONUMENTED       CGS
 ML0864  HISTORY     - 1939     GOOD             NGS
 ML0864
 ML0864                          STATION DESCRIPTION
 ML0864
 ML0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 ML0864'2.1 MI NW FROM MERNA.
 ML0864'2.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 ML0864'RAILROAD FROM THE STATION AT MERNA, CUSTER COUNTY, 9 POLES SOUTH
 ML0864'OF MILEPOST 187, 48 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 ML0864'2, 3 POLES NORTHWEST OF A HIGHWAY BRIDGE, AND 31 FEET WEST OF THE
 ML0864'WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED S 59 1934
 ML0864'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0011 ***********************************************************************
 LJ0011  DESIGNATION -  S 6
 LJ0011  PID         -  LJ0011
 LJ0011  STATE/COUNTY-  NE/LINCOLN
 LJ0011  USGS QUAD   -  GOTHENBURG (1983)
 LJ0011
 LJ0011                         *CURRENT SURVEY CONTROL
 LJ0011  ___________________________________________________________________
 LJ0011* NAD 83(1986)-  40 57 38.     (N)    100 14 34.     (W)     SCALED    
 LJ0011* NAVD 88     -       794.168  (meters)    2605.53   (feet)  ADJUSTED  
 LJ0011  ___________________________________________________________________
 LJ0011  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 LJ0011  DYNAMIC HT  -         793.701 (meters)    2604.00  (feet)  COMP
 LJ0011  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 LJ0011
 LJ0011  VERT ORDER  -  FIRST     CLASS II
 LJ0011
 LJ0011.The horizontal coordinates were scaled from a topographic map and have
 LJ0011.an estimated accuracy of +/- 6 seconds.
 LJ0011
 LJ0011.The orthometric height was determined by differential leveling
 LJ0011.and adjusted by the National Geodetic Survey in June 1991..
 LJ0011
 LJ0011.The geoid height was determined by GEOID03.
 LJ0011
 LJ0011.The dynamic height is computed by dividing the NAVD 88
 LJ0011.geopotential number by the normal gravity value computed on the
 LJ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0011.degrees latitude (g = 980.6199 gals.).
 LJ0011
 LJ0011.The modeled gravity was interpolated from observed gravity values.
 LJ0011
 LJ0011;                    North         East    Units  Estimated Accuracy
 LJ0011;SPC NE       -   125,180.      479,570.      MT  (+/- 180 meters Scaled)
 LJ0011
 LJ0011                          SUPERSEDED SURVEY CONTROL
 LJ0011
 LJ0011  NGVD 29 (02/14/92)  793.857  (m)         2604.51   (f) ADJUSTED    1 2
 LJ0011
 LJ0011.Superseded values are not recommended for survey control.
 LJ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0011.See file dsdata.txt to determine how the superseded data were derived.
 LJ0011
 LJ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL954351(NAD 83)
 LJ0011_MARKER: DB = BENCH MARK DISK
 LJ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0011_SP_SET: CONCRETE POST
 LJ0011_STAMPING: S 6 1933 2604.535
 LJ0011_MARK LOGO: CGS   
 LJ0011_PROJECTION: RECESSED 20 CENTIMETERS
 LJ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0011+STABILITY: SURFACE MOTION
 LJ0011
 LJ0011  HISTORY     - Date     Condition        Report By
 LJ0011  HISTORY     - 1933     MONUMENTED       CGS
 LJ0011  HISTORY     - 1986     GOOD             NGS
 LJ0011
 LJ0011                          STATION DESCRIPTION
 LJ0011
 LJ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LJ0011'4.6 MI NW FROM GOTHENBURG.
 LJ0011'IN LINCOLN COUNTY, ABOUT 4.6 MILES NORTHWEST ALONG THE UNION
 LJ0011'PACIFIC RAILROAD FROM GOTHENBURG, DAWSON COUNTY, ABOUT 22 POLES
 LJ0011'SOUTHEAST OF MILEPOST 254, AT A COUNTY-ROAD CROSSING, 52 FEET
 LJ0011'EAST OF THE CENTER LINE OF THE ROAD, 80 FEET SOUTH OF THE SOUTH
 LJ0011'RAIL OF THE SOUTH MAIN TRACK, ABOUT 111 FEET NORTH OF THE SOUTH
 LJ0011'RIGHT-OF-WAY FENCE, 22 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE
 LJ0011'OF THE ROAD, AND 14 FEET WEST OF THE DOUBLE POLES.  A STANDARD
 LJ0011'DISK, STAMPED 2604.535 S 6 1933 AND SET IN THE TOP OF A CONCRETE
 LJ0011'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 LJ0011
 LJ0011                          STATION RECOVERY (1986)
 LJ0011
 LJ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LJ0011'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.8 KM (4.85
 LJ0011'MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE JUNCTION OF STATE HIGHWAY
 LJ0011'47 AT GOTHENBURG, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A DIRT
 LJ0011'ROAD, 0.6 KM (0.4 MI) NORTHWEST OF MILEPOST 209, 69.6 METERS (228.5
 LJ0011'FT) SOUTHWEST ACROSS THE UNION PACIFIC RAILROAD FROM THE HIGHWAY
 LJ0011'CENTERLINE, 24.4 METERS (80 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 LJ0011'SOUTHWEST TRACKS, 15.8 METERS (52 FT) EAST OF THE CENTER OF THE ROAD
 LJ0011'AND 4.2 METERS (14 FT) NORTHWEST OF THE SOUTHWEST ONE OF TWO POLES FOR
 LJ0011'A DOUBLE TELEPHONE POLE STRUCTURE.
 LJ0011'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LJ0011'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0771 ***********************************************************************
 ML0771  DESIGNATION -  S 60
 ML0771  PID         -  ML0771
 ML0771  STATE/COUNTY-  NE/CUSTER
 ML0771  USGS QUAD   -  EDDYVILLE NW (1974)
 ML0771
 ML0771                         *CURRENT SURVEY CONTROL
 ML0771  ___________________________________________________________________
 ML0771* NAD 83(1986)-  41 12 23.     (N)    099 42 00.     (W)     SCALED    
 ML0771* NAVD 88     -       750.490  (meters)    2462.23   (feet)  ADJUSTED  
 ML0771  ___________________________________________________________________
 ML0771  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 ML0771  DYNAMIC HT  -         750.088 (meters)    2460.91  (feet)  COMP
 ML0771  MODELED GRAV-     980,063.7   (mgal)                       NAVD 88
 ML0771
 ML0771  VERT ORDER  -  SECOND    CLASS 0
 ML0771
 ML0771.The horizontal coordinates were scaled from a topographic map and have
 ML0771.an estimated accuracy of +/- 6 seconds.
 ML0771
 ML0771.The orthometric height was determined by differential leveling
 ML0771.and adjusted by the National Geodetic Survey in June 1991..
 ML0771
 ML0771.The geoid height was determined by GEOID03.
 ML0771
 ML0771.The dynamic height is computed by dividing the NAVD 88
 ML0771.geopotential number by the normal gravity value computed on the
 ML0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0771.degrees latitude (g = 980.6199 gals.).
 ML0771
 ML0771.The modeled gravity was interpolated from observed gravity values.
 ML0771
 ML0771;                    North         East    Units  Estimated Accuracy
 ML0771;SPC NE       -   152,490.      525,150.      MT  (+/- 180 meters Scaled)
 ML0771
 ML0771                          SUPERSEDED SURVEY CONTROL
 ML0771
 ML0771  NGVD 29 (??/??/92)  750.243  (m)         2461.42   (f) ADJ UNCH    2 0
 ML0771
 ML0771.Superseded values are not recommended for survey control.
 ML0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0771.See file dsdata.txt to determine how the superseded data were derived.
 ML0771
 ML0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML413619(NAD 83)
 ML0771_MARKER: DB = BENCH MARK DISK
 ML0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0771_STAMPING: S 60 1934
 ML0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0771+STABILITY: SURFACE MOTION
 ML0771
 ML0771  HISTORY     - Date     Condition        Report By
 ML0771  HISTORY     - 1934     MONUMENTED       CGS
 ML0771  HISTORY     - 1938     GOOD             NGS
 ML0771
 ML0771                          STATION DESCRIPTION
 ML0771
 ML0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0771'6.4 MI NW FROM OCONTO.
 ML0771'6.4 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE
 ML0771'AT OCONTO, 0.5 MILE SOUTHWEST OF A WHITE FARMHOUSE SOUTH OF
 ML0771'THE HIGHWAY, AT THE SOUTH END OF A CURVE OVER A HILL, 170 FEET
 ML0771'SOUTH OF A ROAD LEADING TO A FIELD AT THE FOOT OF A HILL, 45 FEET
 ML0771'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET EAST OF THE
 ML0771'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 60 1934 AND
 ML0771'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0104 ***********************************************************************
 NP0104  DESIGNATION -  S 61
 NP0104  PID         -  NP0104
 NP0104  STATE/COUNTY-  NE/SHERIDAN
 NP0104  USGS QUAD   -  ELLSWORTH (1989)
 NP0104
 NP0104                         *CURRENT SURVEY CONTROL
 NP0104  ___________________________________________________________________
 NP0104* NAD 83(1986)-  42 03 36.     (N)    102 18 51.     (W)     SCALED    
 NP0104* NAVD 88     -      1199.510  (meters)    3935.39   (feet)  ADJUSTED  
 NP0104  ___________________________________________________________________
 NP0104  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 NP0104  DYNAMIC HT  -        1198.809 (meters)    3933.09  (feet)  COMP
 NP0104  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 NP0104
 NP0104  VERT ORDER  -  SECOND    CLASS 0
 NP0104
 NP0104.The horizontal coordinates were scaled from a topographic map and have
 NP0104.an estimated accuracy of +/- 6 seconds.
 NP0104
 NP0104.The orthometric height was determined by differential leveling
 NP0104.and adjusted by the National Geodetic Survey in June 1991..
 NP0104
 NP0104.The geoid height was determined by GEOID03.
 NP0104
 NP0104.The dynamic height is computed by dividing the NAVD 88
 NP0104.geopotential number by the normal gravity value computed on the
 NP0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0104.degrees latitude (g = 980.6199 gals.).
 NP0104
 NP0104.The modeled gravity was interpolated from observed gravity values.
 NP0104
 NP0104;                    North         East    Units  Estimated Accuracy
 NP0104;SPC NE       -   249,780.      308,530.      MT  (+/- 180 meters Scaled)
 NP0104
 NP0104                          SUPERSEDED SURVEY CONTROL
 NP0104
 NP0104  NGVD 29 (??/??/92) 1198.942  (m)         3933.53   (f) ADJ UNCH    2 0
 NP0104
 NP0104.Superseded values are not recommended for survey control.
 NP0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0104.See file dsdata.txt to determine how the superseded data were derived.
 NP0104
 NP0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG222599(NAD 83)
 NP0104_MARKER: DB = BENCH MARK DISK
 NP0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0104_STAMPING: S 61 1934
 NP0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0104+STABILITY: SURFACE MOTION
 NP0104
 NP0104  HISTORY     - Date     Condition        Report By
 NP0104  HISTORY     - 1934     MONUMENTED       CGS
 NP0104  HISTORY     - 1940     GOOD             NGS
 NP0104
 NP0104                          STATION DESCRIPTION
 NP0104
 NP0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NP0104'1.6 MI W FROM ELLSWORTH.
 NP0104'1.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NP0104'FROM THE STATION AT ELLSWORTH, SHERIDAN COUNTY, 18 RAILS WEST OF
 NP0104'MILEPOST 336, AT A HOLLOW BETWEEN THE FIRST AND SECOND HILLS
 NP0104'WEST OF MILEPOST 336, 58.7 FEET SOUTHEAST OF THE CENTER OF A
 NP0104'BATTERY WELL NORTH OF THE TRACK, 34 FEET SOUTH OF THE SOUTH
 NP0104'RAIL OF THE MAIN TRACK, AND 3.0 FEET EAST OF A 4- BY 4-INCH
 NP0104'WHITE POST PROJECTING 2.0 FEET ABOVE GROUND.  A STANDARD DISK,
 NP0104'STAMPED S 61 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NP0104'ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0530 ***********************************************************************
 NP0530  DESIGNATION -  S 61 RESET
 NP0530  PID         -  NP0530
 NP0530  STATE/COUNTY-  NE/SHERIDAN
 NP0530  USGS QUAD   -  ELLSWORTH (1989)
 NP0530
 NP0530                         *CURRENT SURVEY CONTROL
 NP0530  ___________________________________________________________________
 NP0530* NAD 83(1986)-  42 03 36.     (N)    102 18 51.     (W)     SCALED    
 NP0530* NAVD 88     -      1198.07   (meters)    3930.7    (feet)  RESET     
 NP0530  ___________________________________________________________________
 NP0530  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 NP0530
 NP0530  VERT ORDER  -  THIRD
 NP0530
 NP0530.The horizontal coordinates were scaled from a topographic map and have
 NP0530.an estimated accuracy of +/- 6 seconds.
 NP0530
 NP0530.The orthometric height was computed from unverified reset data.
 NP0530.No vertical observational check was made to the station.
 NP0530
 NP0530.The geoid height was determined by GEOID03.
 NP0530
 NP0530;                    North         East    Units  Estimated Accuracy
 NP0530;SPC NE       -   249,780.      308,530.      MT  (+/- 180 meters Scaled)
 NP0530
 NP0530                          SUPERSEDED SURVEY CONTROL
 NP0530
 NP0530  NGVD 29 (08/02/06) 1197.50   (m)         3928.8    (f) RESET       3  
 NP0530
 NP0530.Superseded values are not recommended for survey control.
 NP0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0530.See file dsdata.txt to determine how the superseded data were derived.
 NP0530
 NP0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG222599(NAD 83)
 NP0530_MARKER: DB = BENCH MARK DISK
 NP0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0530_STAMPING: S 61 RESET 1979
 NP0530_PROJECTION: PROJECTING 5 CENTIMETERS
 NP0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0530+STABILITY: SURFACE MOTION
 NP0530
 NP0530  HISTORY     - Date     Condition        Report By
 NP0530  HISTORY     - 1979     MONUMENTED       NGS
 NP0530
 NP0530                          STATION DESCRIPTION
 NP0530
 NP0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NP0530'1.6 MI WEST FROM ELLSWORTH.
 NP0530'1.6 MILES WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 NP0530'STATION IN ELLSWORTH, 645 FEET WEST OF MILEPOST 336 0N A
 NP0530'RIDGE WEST OF MILE POST 336-55 FEET NORTH OF THE CENTERLINE OF THE
 NP0530'NORTH TRACK, 1 FOOT EAST OF A 4 BY 4 INCH FIRE ORANGE WOODEN POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0256 ***********************************************************************
 NO0256  DESIGNATION -  S 62
 NO0256  PID         -  NO0256
 NO0256  STATE/COUNTY-  NE/HOOKER
 NO0256  USGS QUAD   -  HIRE SE (1987)
 NO0256
 NO0256                         *CURRENT SURVEY CONTROL
 NO0256  ___________________________________________________________________
 NO0256* NAD 83(1986)-  42 02 07.     (N)    101 18 57.     (W)     SCALED    
 NO0256* NAVD 88     -      1046.912  (meters)    3434.74   (feet)  ADJUSTED  
 NO0256  ___________________________________________________________________
 NO0256  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 NO0256  DYNAMIC HT  -        1046.346 (meters)    3432.89  (feet)  COMP
 NO0256  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 NO0256
 NO0256  VERT ORDER  -  SECOND    CLASS 0
 NO0256
 NO0256.The horizontal coordinates were scaled from a topographic map and have
 NO0256.an estimated accuracy of +/- 6 seconds.
 NO0256
 NO0256.The orthometric height was determined by differential leveling
 NO0256.and adjusted by the National Geodetic Survey in June 1991..
 NO0256
 NO0256.The geoid height was determined by GEOID03.
 NO0256
 NO0256.The dynamic height is computed by dividing the NAVD 88
 NO0256.geopotential number by the normal gravity value computed on the
 NO0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0256.degrees latitude (g = 980.6199 gals.).
 NO0256
 NO0256.The modeled gravity was interpolated from observed gravity values.
 NO0256
 NO0256;                    North         East    Units  Estimated Accuracy
 NO0256;SPC NE       -   245,300.      391,080.      MT  (+/- 180 meters Scaled)
 NO0256
 NO0256                          SUPERSEDED SURVEY CONTROL
 NO0256
 NO0256  NGVD 29 (??/??/92) 1046.516  (m)         3433.44   (f) ADJ UNCH    2 0
 NO0256
 NO0256.Superseded values are not recommended for survey control.
 NO0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0256.See file dsdata.txt to determine how the superseded data were derived.
 NO0256
 NO0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM083562(NAD 83)
 NO0256_MARKER: DB = BENCH MARK DISK
 NO0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0256_STAMPING: S 62 1934
 NO0256_MARK LOGO: CGS   
 NO0256_MAGNETIC: N = NO MAGNETIC MATERIAL
 NO0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0256+STABILITY: SURFACE MOTION
 NO0256
 NO0256  HISTORY     - Date     Condition        Report By
 NO0256  HISTORY     - 1934     MONUMENTED       CGS
 NO0256  HISTORY     - 19980318 GOOD             LOCENG
 NO0256
 NO0256                          STATION DESCRIPTION
 NO0256
 NO0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0256'10.8 MI E FROM WHITMAN.
 NO0256'IN HOOKER COUNTY, 10.8 MILES EAST ALONG THE CHICAGO, BURLINGTON
 NO0256'AND QUINCY RAILROAD FROM THE STATION AT WHITMAN, GRANT COUNTY,
 NO0256'58 FEET SOUTHWEST OF MILEPOST 283, 37.2 FEET SOUTH OF THE SOUTH
 NO0256'RAIL, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NO0256'S 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NO0256
 NO0256                          STATION RECOVERY (1998)
 NO0256
 NO0256'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (BGF)
 NO0256'RECOVERED IN GOOD CONDITION BUT HAD TO BE RELOCATED DUE TO RAILROAD
 NO0256'CONSTRUCTION.  BENCH MARK S 62 RESET, IN 1998, WAS ESTABLISHED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9610 ***********************************************************************
 AG9610  DESIGNATION -  S 62 RESET
 AG9610  PID         -  AG9610
 AG9610  STATE/COUNTY-  NE/HOOKER
 AG9610  USGS QUAD   -  HIRE SE (1987)
 AG9610
 AG9610                         *CURRENT SURVEY CONTROL
 AG9610  ___________________________________________________________________
 AG9610* NAD 83(1986)-  42 02 07.     (N)    101 18 57.     (W)     SCALED    
 AG9610* NAVD 88     -      1045.38   (meters)    3429.7    (feet)  RESET     
 AG9610  ___________________________________________________________________
 AG9610  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 AG9610
 AG9610  VERT ORDER  -  THIRD
 AG9610
 AG9610.The horizontal coordinates were scaled from a topographic map and have
 AG9610.an estimated accuracy of +/- 6 seconds.
 AG9610
 AG9610.The orthometric height was computed from unverified reset data.
 AG9610
 AG9610.The geoid height was determined by GEOID03.
 AG9610
 AG9610;                    North         East    Units  Estimated Accuracy
 AG9610;SPC NE       -   245,300.      391,080.      MT  (+/- 180 meters Scaled)
 AG9610
 AG9610                          SUPERSEDED SURVEY CONTROL
 AG9610
 AG9610.No superseded survey control is available for this station.
 AG9610
 AG9610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM083562(NAD 83)
 AG9610_MARKER: DV = VERTICAL CONTROL DISK
 AG9610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9610_STAMPING: S 62 RESET 1998
 AG9610_MARK LOGO: NGS   
 AG9610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9610+STABILITY: SURFACE MOTION
 AG9610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9610+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AG9610
 AG9610  HISTORY     - Date     Condition        Report By
 AG9610  HISTORY     - 1998     MONUMENTED       LOCENG
 AG9610
 AG9610                          STATION DESCRIPTION
 AG9610
 AG9610'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (BGF)
 AG9610'THE MARK IS LOCATED 10.8 MI (17.4 KM) EAST ALONG THE BURLINGTON
 AG9610'NORTHERN AND SANTA FE RAILROAD, FROM THE STATION AT WHITMAN, GRANT
 AG9610'COUNTY, 58 FT (17.7 M) SOUTHWEST OF MILEPOST 283, 97.5 FT (29.7 M)
 AG9610'NORTH OF THE NORTH RAIL, SET INTO THE TOP OF A CONCRETE POST THAT IS
 AG9610'FLUSH WITH THE GROUND SURFACE.  A LENGTH OF REBAR WAS PLACED IN THE
 AG9610'MARK AND A WITNESS POST WAS SET NEXT TO THE MARK.  IT IS IN THE SW1/4,
 AG9610'SEC22, T24N, R34W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0185 ***********************************************************************
 MM0185  DESIGNATION -  S 63
 MM0185  PID         -  MM0185
 MM0185  STATE/COUNTY-  NE/THOMAS
 MM0185  USGS QUAD   -  THEDFORD (1986)
 MM0185
 MM0185                         *CURRENT SURVEY CONTROL
 MM0185  ___________________________________________________________________
 MM0185* NAD 83(1986)-  41 58 54.     (N)    100 31 59.     (W)     SCALED    
 MM0185* NAVD 88     -       860.618  (meters)    2823.54   (feet)  ADJUSTED  
 MM0185  ___________________________________________________________________
 MM0185  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 MM0185  DYNAMIC HT  -         860.171 (meters)    2822.08  (feet)  COMP
 MM0185  MODELED GRAV-     980,073.8   (mgal)                       NAVD 88
 MM0185
 MM0185  VERT ORDER  -  SECOND    CLASS 0
 MM0185
 MM0185.The horizontal coordinates were scaled from a topographic map and have
 MM0185.an estimated accuracy of +/- 6 seconds.
 MM0185
 MM0185.The orthometric height was determined by differential leveling
 MM0185.and adjusted by the National Geodetic Survey in June 1991..
 MM0185
 MM0185.The geoid height was determined by GEOID03.
 MM0185
 MM0185.The dynamic height is computed by dividing the NAVD 88
 MM0185.geopotential number by the normal gravity value computed on the
 MM0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0185.degrees latitude (g = 980.6199 gals.).
 MM0185
 MM0185.The modeled gravity was interpolated from observed gravity values.
 MM0185
 MM0185;                    North         East    Units  Estimated Accuracy
 MM0185;SPC NE       -   238,660.      455,840.      MT  (+/- 180 meters Scaled)
 MM0185
 MM0185                          SUPERSEDED SURVEY CONTROL
 MM0185
 MM0185  NGVD 29 (??/??/92)  860.298  (m)         2822.49   (f) ADJ UNCH    2 0
 MM0185
 MM0185.Superseded values are not recommended for survey control.
 MM0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0185.See file dsdata.txt to determine how the superseded data were derived.
 MM0185
 MM0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM729488(NAD 83)
 MM0185_MARKER: DB = BENCH MARK DISK
 MM0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0185_STAMPING: S 63 1934
 MM0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0185+STABILITY: SURFACE MOTION
 MM0185
 MM0185  HISTORY     - Date     Condition        Report By
 MM0185  HISTORY     - 1934     MONUMENTED       CGS
 MM0185  HISTORY     - 19850621 MARK NOT FOUND   USPSQD
 MM0185
 MM0185                          STATION DESCRIPTION
 MM0185
 MM0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0185'2.2 MI SE FROM THEDFORD.
 MM0185'2.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MM0185'RAILROAD FROM THE STATION AT THEDFORD, THOMAS COUNTY, 60 RAILS
 MM0185'WEST OF MILEPOST 240, NEAR THE EAST END OF A SHALLOW CUT, AT A
 MM0185'SLIGHT HOLLOW BETWEEN THE TRACK AND STATE HIGHWAY 2, 59 FEET
 MM0185'NORTH OF THE NORTH RAIL, 9.5 FEET NORTHWEST OF A POLE, AND
 MM0185'7.3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MM0185'STAMPED S 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MM0185
 MM0185                          STATION RECOVERY (1985)
 MM0185
 MM0185'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEG)
 MM0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0165 ***********************************************************************
 MM0165  DESIGNATION -  S 64
 MM0165  PID         -  MM0165
 MM0165  STATE/COUNTY-  NE/THOMAS
 MM0165  USGS QUAD   -  THEDFORD SE (1986)
 MM0165
 MM0165                         *CURRENT SURVEY CONTROL
 MM0165  ___________________________________________________________________
 MM0165* NAD 83(1986)-  41 49 45.     (N)    100 34 42.     (W)     SCALED    
 MM0165* NAVD 88     -       900.123  (meters)    2953.15   (feet)  ADJUSTED  
 MM0165  ___________________________________________________________________
 MM0165  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 MM0165  DYNAMIC HT  -         899.645 (meters)    2951.59  (feet)  COMP
 MM0165  MODELED GRAV-     980,060.9   (mgal)                       NAVD 88
 MM0165
 MM0165  VERT ORDER  -  SECOND    CLASS 0
 MM0165
 MM0165.The horizontal coordinates were scaled from a topographic map and have
 MM0165.an estimated accuracy of +/- 6 seconds.
 MM0165
 MM0165.The orthometric height was determined by differential leveling
 MM0165.and adjusted by the National Geodetic Survey in June 1991..
 MM0165
 MM0165.The geoid height was determined by GEOID03.
 MM0165
 MM0165.The dynamic height is computed by dividing the NAVD 88
 MM0165.geopotential number by the normal gravity value computed on the
 MM0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0165.degrees latitude (g = 980.6199 gals.).
 MM0165
 MM0165.The modeled gravity was interpolated from observed gravity values.
 MM0165
 MM0165;                    North         East    Units  Estimated Accuracy
 MM0165;SPC NE       -   221,750.      451,970.      MT  (+/- 180 meters Scaled)
 MM0165
 MM0165                          SUPERSEDED SURVEY CONTROL
 MM0165
 MM0165  NGVD 29 (??/??/92)  899.807  (m)         2952.12   (f) ADJ UNCH    2 0
 MM0165
 MM0165.Superseded values are not recommended for survey control.
 MM0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0165.See file dsdata.txt to determine how the superseded data were derived.
 MM0165
 MM0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM689320(NAD 83)
 MM0165_MARKER: DB = BENCH MARK DISK
 MM0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0165_STAMPING: S 64 1934
 MM0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0165+STABILITY: SURFACE MOTION
 MM0165
 MM0165  HISTORY     - Date     Condition        Report By
 MM0165  HISTORY     - 1934     MONUMENTED       CGS
 MM0165  HISTORY     - 1948     MARK NOT FOUND   NGS
 MM0165
 MM0165                          STATION DESCRIPTION
 MM0165
 MM0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MM0165'11.2 MI S FROM THEDFORD.
 MM0165'ABOUT 11.2 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE CHICAGO,
 MM0165'BURLINGTON AND QUINCY RAILROAD STATION AT THEDFORD, THOMAS
 MM0165'COUNTY, AT A CURVE TO THE SOUTHWEST, ABOUT 91 FEET SOUTHEAST
 MM0165'OF THE CENTER OF A ROAD JUNCTION, 45 FEET SOUTHWEST OF THE
 MM0165'CENTER LINE OF THE HIGHWAY, AND 21.5 FEET SOUTHWEST OF A
 MM0165'HIGHWAY MARKER.  A STANDARD DISK, STAMPED S 64 1934 AND SET IN
 MM0165'THE TOP OF A CONCRETE POST.
 MM0165
 MM0165                          STATION RECOVERY (1948)
 MM0165
 MM0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MM0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0470 ***********************************************************************
 NN0470  DESIGNATION -  S 67
 NN0470  PID         -  NN0470
 NN0470  STATE/COUNTY-  NE/BROWN
 NN0470  USGS QUAD   -  RAVEN (1982)
 NN0470
 NN0470                         *CURRENT SURVEY CONTROL
 NN0470  ___________________________________________________________________
 NN0470* NAD 83(1986)-  42 19 25.     (N)    099 52 07.     (W)     SCALED    
 NN0470* NAVD 88     -       816.096  (meters)    2677.47   (feet)  ADJUSTED  
 NN0470  ___________________________________________________________________
 NN0470  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 NN0470  DYNAMIC HT  -         815.734 (meters)    2676.29  (feet)  COMP
 NN0470  MODELED GRAV-     980,149.6   (mgal)                       NAVD 88
 NN0470
 NN0470  VERT ORDER  -  SECOND    CLASS 0
 NN0470
 NN0470.The horizontal coordinates were scaled from a topographic map and have
 NN0470.an estimated accuracy of +/- 6 seconds.
 NN0470
 NN0470.The orthometric height was determined by differential leveling
 NN0470.and adjusted by the National Geodetic Survey in June 1991..
 NN0470
 NN0470.The geoid height was determined by GEOID03.
 NN0470
 NN0470.The dynamic height is computed by dividing the NAVD 88
 NN0470.geopotential number by the normal gravity value computed on the
 NN0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NN0470.degrees latitude (g = 980.6199 gals.).
 NN0470
 NN0470.The modeled gravity was interpolated from observed gravity values.
 NN0470
 NN0470;                    North         East    Units  Estimated Accuracy
 NN0470;SPC NE       -   276,500.      510,830.      MT  (+/- 180 meters Scaled)
 NN0470
 NN0470                          SUPERSEDED SURVEY CONTROL
 NN0470
 NN0470  NGVD 29 (??/??/92)  815.797  (m)         2676.49   (f) ADJ UNCH    2 0
 NN0470
 NN0470.Superseded values are not recommended for survey control.
 NN0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0470.See file dsdata.txt to determine how the superseded data were derived.
 NN0470
 NN0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM284860(NAD 83)
 NN0470_MARKER: DB = BENCH MARK DISK
 NN0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NN0470_STAMPING: S 67 1935
 NN0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NN0470+STABILITY: SURFACE MOTION
 NN0470
 NN0470  HISTORY     - Date     Condition        Report By
 NN0470  HISTORY     - 1935     MONUMENTED       CGS
 NN0470  HISTORY     - 1975     MARK NOT FOUND   USGS
 NN0470
 NN0470                          STATION DESCRIPTION
 NN0470
 NN0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NN0470'15.2 MI S FROM AINSWORTH.
 NN0470'ABOUT 15.2 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE COUNTY
 NN0470'COURTHOUSE AT AINSWORTH, BROWN COUNTY, ABOUT 50 YARDS SOUTH OF
 NN0470'THE CROSSING OF A ROW OF POLES, ABOUT 95 FEET EAST OF THE
 NN0470'CENTER LINE OF THE HIGHWAY, AND 1.5 FEET WEST OF THE RIGHT-OF-WAY
 NN0470'FENCE.  A STANDARD DISK, STAMPED S 67 1935 AND SET IN THE TOP
 NN0470'OF A CONCRETE POST.
 NN0470
 NN0470                          STATION RECOVERY (1975)
 NN0470
 NN0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NN0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0199 ***********************************************************************
 MM0199  DESIGNATION -  S 7
 MM0199  PID         -  MM0199
 MM0199  STATE/COUNTY-  NE/LINCOLN
 MM0199  USGS QUAD   -  HERSHEY WEST (1971)
 MM0199
 MM0199                         *CURRENT SURVEY CONTROL
 MM0199  ___________________________________________________________________
 MM0199* NAD 83(1986)-  41 09 37.     (N)    101 04 31.     (W)     SCALED    
 MM0199* NAVD 88     -       895.918  (meters)    2939.36   (feet)  ADJUSTED  
 MM0199  ___________________________________________________________________
 MM0199  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 MM0199  DYNAMIC HT  -         895.380 (meters)    2937.59  (feet)  COMP
 MM0199  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 MM0199
 MM0199  VERT ORDER  -  FIRST     CLASS II
 MM0199
 MM0199.The horizontal coordinates were scaled from a topographic map and have
 MM0199.an estimated accuracy of +/- 6 seconds.
 MM0199
 MM0199.The orthometric height was determined by differential leveling
 MM0199.and adjusted by the National Geodetic Survey in June 1991..
 MM0199
 MM0199.The geoid height was determined by GEOID03.
 MM0199
 MM0199.The dynamic height is computed by dividing the NAVD 88
 MM0199.geopotential number by the normal gravity value computed on the
 MM0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MM0199.degrees latitude (g = 980.6199 gals.).
 MM0199
 MM0199.The modeled gravity was interpolated from observed gravity values.
 MM0199
 MM0199;                    North         East    Units  Estimated Accuracy
 MM0199;SPC NE       -   147,890.      409,780.      MT  (+/- 180 meters Scaled)
 MM0199
 MM0199                          SUPERSEDED SURVEY CONTROL
 MM0199
 MM0199  NGVD 29 (??/??/92)  895.546  (m)         2938.14   (f) ADJ UNCH    1 2
 MM0199
 MM0199.Superseded values are not recommended for survey control.
 MM0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0199.See file dsdata.txt to determine how the superseded data were derived.
 MM0199
 MM0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL258586(NAD 83)
 MM0199_MARKER: DB = BENCH MARK DISK
 MM0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MM0199_STAMPING: 2938.137 S 7 1933
 MM0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0199+STABILITY: SURFACE MOTION
 MM0199
 MM0199  HISTORY     - Date     Condition        Report By
 MM0199  HISTORY     - 1933     MONUMENTED       CGS
 MM0199  HISTORY     - 1941     GOOD             NGS
 MM0199  HISTORY     - 1986     MARK NOT FOUND   NGS
 MM0199
 MM0199                          STATION DESCRIPTION
 MM0199
 MM0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MM0199'AT O FALLONS.
 MM0199'AT O FALLONS, LINCOLN COUNTY, 69.5 FEET EAST OF THE SOUTHEAST
 MM0199'CORNER OF THE UNION PACIFIC RAILROAD STATION, ABOUT 16 POLES
 MM0199'EAST OF MILEPOST 301, 18 FEET NORTH OF THE NORTH RAIL OF THE
 MM0199'NORTH MAIN TRACK, 25 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 MM0199'TRACK TO NORTHPORT, AND IN LINE WITH THE SOUTH SIDE OF THE
 MM0199'STATION.  A STANDARD DISK, STAMPED 2938.137 S 7 1933 AND SET
 MM0199'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE
 MM0199'GROUND.
 MM0199
 MM0199                          STATION RECOVERY (1941)
 MM0199
 MM0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MM0199'RECOVERED IN GOOD CONDITION.
 MM0199
 MM0199                          STATION RECOVERY (1986)
 MM0199
 MM0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MM0199'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0514 ***********************************************************************
 ML0514  DESIGNATION -  S 70
 ML0514  PID         -  ML0514
 ML0514  STATE/COUNTY-  NE/WHEELER
 ML0514  USGS QUAD   -  BARTLETT SE (1985)
 ML0514
 ML0514                         *CURRENT SURVEY CONTROL
 ML0514  ___________________________________________________________________
 ML0514* NAD 83(1986)-  41 52 15.     (N)    098 36 22.     (W)     SCALED    
 ML0514* NAVD 88     -       643.326  (meters)    2110.65   (feet)  ADJUSTED  
 ML0514  ___________________________________________________________________
 ML0514  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 ML0514  DYNAMIC HT  -         643.035 (meters)    2109.69  (feet)  COMP
 ML0514  MODELED GRAV-     980,149.7   (mgal)                       NAVD 88
 ML0514
 ML0514  VERT ORDER  -  SECOND    CLASS 0
 ML0514
 ML0514.The horizontal coordinates were scaled from a topographic map and have
 ML0514.an estimated accuracy of +/- 6 seconds.
 ML0514
 ML0514.The orthometric height was determined by differential leveling
 ML0514.and adjusted by the National Geodetic Survey in June 1991..
 ML0514
 ML0514.The geoid height was determined by GEOID03.
 ML0514
 ML0514.The dynamic height is computed by dividing the NAVD 88
 ML0514.geopotential number by the normal gravity value computed on the
 ML0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0514.degrees latitude (g = 980.6199 gals.).
 ML0514
 ML0514.The modeled gravity was interpolated from observed gravity values.
 ML0514
 ML0514;                    North         East    Units  Estimated Accuracy
 ML0514;SPC NE       -   227,150.      615,680.      MT  (+/- 180 meters Scaled)
 ML0514
 ML0514                          SUPERSEDED SURVEY CONTROL
 ML0514
 ML0514  NGVD 29 (??/??/92)  643.097  (m)         2109.89   (f) ADJ UNCH    2 0
 ML0514
 ML0514.Superseded values are not recommended for survey control.
 ML0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0514.See file dsdata.txt to determine how the superseded data were derived.
 ML0514
 ML0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM326355(NAD 83)
 ML0514_MARKER: DB = BENCH MARK DISK
 ML0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0514_STAMPING: S-70 1935
 ML0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0514+STABILITY: SURFACE MOTION
 ML0514
 ML0514  HISTORY     - Date     Condition        Report By
 ML0514  HISTORY     - 1935     MONUMENTED       CGS
 ML0514  HISTORY     - 1938     GOOD             NGS
 ML0514  HISTORY     - 1950     GOOD             USGS
 ML0514
 ML0514                          STATION DESCRIPTION
 ML0514
 ML0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ML0514'3.6 MI SW FROM BARTLETT.
 ML0514'3.6 MILES SOUTHWEST OF THE COURTHOUSE AT BARTLETT, ALONG STATE
 ML0514'HIGHWAY NO. 53 BETWEEN BARTLETT AND BURWELL, 36.4 FEET NORTH
 ML0514'OF A ROAD APPROACH, 34.1 FEET EAST OF THE CENTER OF THE HIGHWAY,
 ML0514'6.6 FEET EAST OF THE RIGHT OF WAY FENCE LINE, 1.5 FEET SOUTH
 ML0514'OF AN EAST-WEST FENCE.  A STANDARD DISK SET HORIZONTAL IN A
 ML0514'PRECAST CONCRETE POST.
 ML0514
 ML0514                          STATION RECOVERY (1950)
 ML0514
 ML0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 ML0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0613 ***********************************************************************
 ML0613  DESIGNATION -  S 71
 ML0613  PID         -  ML0613
 ML0613  STATE/COUNTY-  NE/LOUP
 ML0613  USGS QUAD   -  TAYLOR SE (1952)
 ML0613
 ML0613                         *CURRENT SURVEY CONTROL
 ML0613  ___________________________________________________________________
 ML0613* NAD 83(1986)-  41 45 19.     (N)    099 15 03.     (W)     SCALED    
 ML0613* NAVD 88     -       680.669  (meters)    2233.16   (feet)  ADJUSTED  
 ML0613  ___________________________________________________________________
 ML0613  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 ML0613  DYNAMIC HT  -         680.338 (meters)    2232.08  (feet)  COMP
 ML0613  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 ML0613
 ML0613  VERT ORDER  -  SECOND    CLASS 0
 ML0613
 ML0613.The horizontal coordinates were scaled from a topographic map and have
 ML0613.an estimated accuracy of +/- 6 seconds.
 ML0613
 ML0613.The orthometric height was determined by differential leveling
 ML0613.and adjusted by the National Geodetic Survey in June 1991..
 ML0613
 ML0613.The geoid height was determined by GEOID03.
 ML0613
 ML0613.The dynamic height is computed by dividing the NAVD 88
 ML0613.geopotential number by the normal gravity value computed on the
 ML0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0613.degrees latitude (g = 980.6199 gals.).
 ML0613
 ML0613.The modeled gravity was interpolated from observed gravity values.
 ML0613
 ML0613;                    North         East    Units  Estimated Accuracy
 ML0613;SPC NE       -   213,660.      562,290.      MT  (+/- 180 meters Scaled)
 ML0613
 ML0613                          SUPERSEDED SURVEY CONTROL
 ML0613
 ML0613  NGVD 29 (??/??/92)  680.410  (m)         2232.31   (f) ADJ UNCH    2 0
 ML0613
 ML0613.Superseded values are not recommended for survey control.
 ML0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0613.See file dsdata.txt to determine how the superseded data were derived.
 ML0613
 ML0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM791226(NAD 83)
 ML0613_MARKER: DB = BENCH MARK DISK
 ML0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0613_STAMPING: S-71 1935
 ML0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0613+STABILITY: SURFACE MOTION
 ML0613
 ML0613  HISTORY     - Date     Condition        Report By
 ML0613  HISTORY     - 1935     MONUMENTED       CGS
 ML0613
 ML0613                          STATION DESCRIPTION
 ML0613
 ML0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0613'7 MI SW FROM BURWELL.
 ML0613'7.0 MILES SOUTHWEST OF TEH COURTHOUSE BY HIGHWAY.  ALONG STATE
 ML0613'HIGHWAY 53 BETWEEN BURWELL AND TAYLOR, IN THE SOUTHEAST CORNER
 ML0613'OF THE SCHOOLYARD OF SIOUX CREEK DISTRICT SCHOOL NO. 4, 102
 ML0613'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING,
 ML0613'40.2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 ML0613'NORTH OF CORNER POST, AND NEAR THE SOUTH END OF A HIGHWAY CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0098 ***********************************************************************
 NO0098  DESIGNATION -  S 73
 NO0098  PID         -  NO0098
 NO0098  STATE/COUNTY-  NE/CHERRY
 NO0098  USGS QUAD   -  BROWNLEE (1985)
 NO0098
 NO0098                         *CURRENT SURVEY CONTROL
 NO0098  ___________________________________________________________________
 NO0098* NAD 83(1986)-  42 15 28.     (N)    100 36 44.     (W)     SCALED    
 NO0098* NAVD 88     -       880.748  (meters)    2889.59   (feet)  ADJUSTED  
 NO0098  ___________________________________________________________________
 NO0098  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 NO0098  DYNAMIC HT  -         880.318 (meters)    2888.18  (feet)  COMP
 NO0098  MODELED GRAV-     980,103.4   (mgal)                       NAVD 88
 NO0098
 NO0098  VERT ORDER  -  SECOND    CLASS 0
 NO0098
 NO0098.The horizontal coordinates were scaled from a topographic map and have
 NO0098.an estimated accuracy of +/- 6 seconds.
 NO0098
 NO0098.The orthometric height was determined by differential leveling
 NO0098.and adjusted by the National Geodetic Survey in June 1991..
 NO0098
 NO0098.The geoid height was determined by GEOID03.
 NO0098
 NO0098.The dynamic height is computed by dividing the NAVD 88
 NO0098.geopotential number by the normal gravity value computed on the
 NO0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0098.degrees latitude (g = 980.6199 gals.).
 NO0098
 NO0098.The modeled gravity was interpolated from observed gravity values.
 NO0098
 NO0098;                    North         East    Units  Estimated Accuracy
 NO0098;SPC NE       -   269,360.      449,500.      MT  (+/- 180 meters Scaled)
 NO0098
 NO0098                          SUPERSEDED SURVEY CONTROL
 NO0098
 NO0098  NGVD 29 (??/??/92)  880.438  (m)         2888.57   (f) ADJ UNCH    2 0
 NO0098
 NO0098.Superseded values are not recommended for survey control.
 NO0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0098.See file dsdata.txt to determine how the superseded data were derived.
 NO0098
 NO0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM670796(NAD 83)
 NO0098_MARKER: DB = BENCH MARK DISK
 NO0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0098_STAMPING: S 73 1934
 NO0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0098+STABILITY: SURFACE MOTION
 NO0098
 NO0098  HISTORY     - Date     Condition        Report By
 NO0098  HISTORY     - 1934     MONUMENTED       CGS
 NO0098
 NO0098                          STATION DESCRIPTION
 NO0098
 NO0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NO0098'2.7 MI S FROM BROWNLEE.
 NO0098'ABOUT 2.7 MILES SOUTH ALONG THE THEDFORD ROAD FROM THE POST
 NO0098'OFFICE AT BROWNLEE, CHERRY COUNTY, 19 FEET WEST OF THE CENTER
 NO0098'OF AN AUTOMOBILE GATE, 3.8 FEET SOUTH OF A FENCE CORNER, AND 2.0
 NO0098'FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED S 73 1934 AND
 NO0098'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0064 ***********************************************************************
 NP0064  DESIGNATION -  S 75
 NP0064  PID         -  NP0064
 NP0064  STATE/COUNTY-  NE/SHERIDAN
 NP0064  USGS QUAD   -  SOUTH OF GORDON (1969)
 NP0064
 NP0064                         *CURRENT SURVEY CONTROL
 NP0064  ___________________________________________________________________
 NP0064* NAD 83(1986)-  42 38 07.     (N)    102 12 46.     (W)     SCALED    
 NP0064* NAVD 88     -      1056.853  (meters)    3467.36   (feet)  ADJUSTED  
 NP0064  ___________________________________________________________________
 NP0064  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 NP0064  DYNAMIC HT  -        1056.331 (meters)    3465.65  (feet)  COMP
 NP0064  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 NP0064
 NP0064  VERT ORDER  -  SECOND    CLASS 0
 NP0064
 NP0064.The horizontal coordinates were scaled from a topographic map and have
 NP0064.an estimated accuracy of +/- 6 seconds.
 NP0064
 NP0064.The orthometric height was determined by differential leveling
 NP0064.and adjusted by the National Geodetic Survey in June 1991..
 NP0064
 NP0064.The geoid height was determined by GEOID03.
 NP0064
 NP0064.The dynamic height is computed by dividing the NAVD 88
 NP0064.geopotential number by the normal gravity value computed on the
 NP0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NP0064.degrees latitude (g = 980.6199 gals.).
 NP0064
 NP0064.The modeled gravity was interpolated from observed gravity values.
 NP0064
 NP0064;                    North         East    Units  Estimated Accuracy
 NP0064;SPC NE       -   313,430.      318,550.      MT  (+/- 180 meters Scaled)
 NP0064
 NP0064                          SUPERSEDED SURVEY CONTROL
 NP0064
 NP0064  NGVD 29 (??/??/92) 1056.352  (m)         3465.71   (f) ADJ UNCH    2 0
 NP0064
 NP0064.Superseded values are not recommended for survey control.
 NP0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0064.See file dsdata.txt to determine how the superseded data were derived.
 NP0064
 NP0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH285240(NAD 83)
 NP0064_MARKER: DB = BENCH MARK DISK
 NP0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NP0064_STAMPING: S 75 1934
 NP0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0064+STABILITY: SURFACE MOTION
 NP0064
 NP0064  HISTORY     - Date     Condition        Report By
 NP0064  HISTORY     - 1934     MONUMENTED       CGS
 NP0064  HISTORY     - 1969     MARK NOT FOUND   USGS
 NP0064
 NP0064                          STATION DESCRIPTION
 NP0064
 NP0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NP0064'11.8 MI S FROM GORDON.
 NP0064'11.8 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO AND
 NP0064'NORTH WESTERN RAILWAY STATION AT GORDON, SHERIDAN COUNTY, 0.3
 NP0064'MILES SOUTH OF A BRIDGE OVER THE NIOBRARA RIVER, 34 FEET EAST
 NP0064'OF THE CENTERLINE OF THE HIGHWAY, NEAR A GROUP OF FOUR TREES,
 NP0064'46 FEET WEST OF THE LARGEST TREE IN THE GROUP, AND 31-1/2 FEET
 NP0064'SOUTH OF A SINGLE TREE.  A STANDARD DISK, STAMPED S 75 1934
 NP0064'AND SET IN THE TOP OF A CONCRETE POST.
 NP0064
 NP0064                          STATION RECOVERY (1969)
 NP0064
 NP0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NP0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0217 ***********************************************************************
 MN0217  DESIGNATION -  S 76
 MN0217  PID         -  MN0217
 MN0217  STATE/COUNTY-  NE/KIMBALL
 MN0217  USGS QUAD   -  DIX (1972)
 MN0217
 MN0217                         *CURRENT SURVEY CONTROL
 MN0217  ___________________________________________________________________
 MN0217* NAD 83(1986)-  41 13 34.     (N)    103 24 16.     (W)     SCALED    
 MN0217* NAVD 88     -      1364.707  (meters)    4477.38   (feet)  ADJUSTED  
 MN0217  ___________________________________________________________________
 MN0217  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 MN0217  DYNAMIC HT  -        1363.721 (meters)    4474.14  (feet)  COMP
 MN0217  MODELED GRAV-     979,853.7   (mgal)                       NAVD 88
 MN0217
 MN0217  VERT ORDER  -  SECOND    CLASS 0
 MN0217
 MN0217.The horizontal coordinates were scaled from a topographic map and have
 MN0217.an estimated accuracy of +/- 6 seconds.
 MN0217
 MN0217.The orthometric height was determined by differential leveling
 MN0217.and adjusted by the National Geodetic Survey in June 1991..
 MN0217
 MN0217.The geoid height was determined by GEOID03.
 MN0217
 MN0217.The dynamic height is computed by dividing the NAVD 88
 MN0217.geopotential number by the normal gravity value computed on the
 MN0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0217.degrees latitude (g = 980.6199 gals.).
 MN0217
 MN0217.The modeled gravity was interpolated from observed gravity values.
 MN0217
 MN0217;                    North         East    Units  Estimated Accuracy
 MN0217;SPC NE       -   160,250.      214,720.      MT  (+/- 180 meters Scaled)
 MN0217
 MN0217                          SUPERSEDED SURVEY CONTROL
 MN0217
 MN0217  NGVD 29 (??/??/92) 1364.052  (m)         4475.23   (f) ADJ UNCH    2 0
 MN0217
 MN0217.Superseded values are not recommended for survey control.
 MN0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0217.See file dsdata.txt to determine how the superseded data were derived.
 MN0217
 MN0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF337650(NAD 83)
 MN0217_MARKER: DB = BENCH MARK DISK
 MN0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MN0217_STAMPING: S 76 1934
 MN0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MN0217+STABILITY: SURFACE MOTION
 MN0217
 MN0217  HISTORY     - Date     Condition        Report By
 MN0217  HISTORY     - 1934     MONUMENTED       CGS
 MN0217  HISTORY     - 1985     GOOD             DMA
 MN0217
 MN0217                          STATION DESCRIPTION
 MN0217
 MN0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MN0217'4.2 MI E FROM DIX.
 MN0217'4.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MN0217'AT DIX, KIMBALL COUNTY, 1 POLE WEST OF MILEPOST 431, NEAR THE
 MN0217'JACINTO GRAIN ELEVATOR SIDING, 68.8 FEET SOUTH OF THE SOUTH
 MN0217'RAIL, 15.6 FEET NORTH OF A FENCE, 20 FEET EAST OF A DOUBLE
 MN0217'POLE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED S 76
 MN0217'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MN0217
 MN0217                          STATION RECOVERY (1985)
 MN0217
 MN0217'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MN0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ0684 ***********************************************************************
 MJ0684  DESIGNATION -  S 78
 MJ0684  PID         -  MJ0684
 MJ0684  STATE/COUNTY-  NE/CASS
 MJ0684  USGS QUAD   -  PLATTSMOUTH (1994)
 MJ0684
 MJ0684                         *CURRENT SURVEY CONTROL
 MJ0684  ___________________________________________________________________
 MJ0684* NAD 83(1986)-  41 00 58.     (N)    095 53 47.     (W)     SCALED    
 MJ0684* NAVD 88     -       324.064  (meters)    1063.20   (feet)  ADJUSTED  
 MJ0684  ___________________________________________________________________
 MJ0684  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 MJ0684  DYNAMIC HT  -         323.927 (meters)    1062.75  (feet)  COMP
 MJ0684  MODELED GRAV-     980,190.7   (mgal)                       NAVD 88
 MJ0684
 MJ0684  VERT ORDER  -  SECOND    CLASS 0
 MJ0684
 MJ0684.The horizontal coordinates were scaled from a topographic map and have
 MJ0684.an estimated accuracy of +/- 6 seconds.
 MJ0684
 MJ0684.The orthometric height was determined by differential leveling
 MJ0684.and adjusted by the National Geodetic Survey in June 1991..
 MJ0684
 MJ0684.The geoid height was determined by GEOID03.
 MJ0684
 MJ0684.The dynamic height is computed by dividing the NAVD 88
 MJ0684.geopotential number by the normal gravity value computed on the
 MJ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MJ0684.degrees latitude (g = 980.6199 gals.).
 MJ0684
 MJ0684.The modeled gravity was interpolated from observed gravity values.
 MJ0684
 MJ0684;                    North         East    Units  Estimated Accuracy
 MJ0684;SPC NE       -   139,510.      844,940.      MT  (+/- 180 meters Scaled)
 MJ0684
 MJ0684                          SUPERSEDED SURVEY CONTROL
 MJ0684
 MJ0684  NGVD 29 (??/??/92)  323.964  (m)         1062.87   (f) ADJ UNCH    2 0
 MJ0684
 MJ0684.Superseded values are not recommended for survey control.
 MJ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ0684.See file dsdata.txt to determine how the superseded data were derived.
 MJ0684
 MJ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF564445(NAD 83)
 MJ0684_MARKER: DB = BENCH MARK DISK
 MJ0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MJ0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MJ0684_STAMPING: S 78 1934
 MJ0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MJ0684+STABILITY: SURFACE MOTION
 MJ0684
 MJ0684  HISTORY     - Date     Condition        Report By
 MJ0684  HISTORY     - 1934     MONUMENTED       CGS
 MJ0684  HISTORY     - 1949     GOOD             NGS
 MJ0684
 MJ0684                          STATION DESCRIPTION
 MJ0684
 MJ0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MJ0684'AT PLATTSMOUTH.
 MJ0684'AT PLATTSMOUTH, 46 FEET NORTH OF THE NORTHWEST CORNER OF THE
 MJ0684'MISSOURI PACIFIC RAILWAY STATION, 20 FEET EAST OF THE EAST RAIL
 MJ0684'OF THE MAIN TRACK, 3.3 FEET NORTHEAST OF A SIGNAL LIGHT, AND SET
 MJ0684'IN THE TOP OF A CONCRETE POST WHICH IS SET FLUSH WITH THE
 MJ0684'GROUND.  THIS BENCH MARK IS 0.9 MILE NORTHWEST OF THE COURTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0411 ***********************************************************************
 LG0411  DESIGNATION -  S 80
 LG0411  PID         -  LG0411
 LG0411  STATE/COUNTY-  NE/SEWARD
 LG0411  USGS QUAD   -  PLEASANT DALE (1972)
 LG0411
 LG0411                         *CURRENT SURVEY CONTROL
 LG0411  ___________________________________________________________________
 LG0411* NAD 83(1986)-  40 46 27.     (N)    096 58 40.     (W)     SCALED    
 LG0411* NAVD 88     -       425.642  (meters)    1396.46   (feet)  ADJUSTED  
 LG0411  ___________________________________________________________________
 LG0411  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 LG0411  DYNAMIC HT  -         425.415 (meters)    1395.72  (feet)  COMP
 LG0411  MODELED GRAV-     980,078.1   (mgal)                       NAVD 88
 LG0411
 LG0411  VERT ORDER  -  SECOND    CLASS 0
 LG0411
 LG0411.The horizontal coordinates were scaled from a topographic map and have
 LG0411.an estimated accuracy of +/- 6 seconds.
 LG0411
 LG0411.The orthometric height was determined by differential leveling
 LG0411.and adjusted by the National Geodetic Survey in June 1991..
 LG0411.WARNING-Repeat measurements at this control monument indicate possible
 LG0411.vertical movement.
 LG0411
 LG0411.The geoid height was determined by GEOID03.
 LG0411
 LG0411.The dynamic height is computed by dividing the NAVD 88
 LG0411.geopotential number by the normal gravity value computed on the
 LG0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0411.degrees latitude (g = 980.6199 gals.).
 LG0411
 LG0411.The modeled gravity was interpolated from observed gravity values.
 LG0411
 LG0411;                    North         East    Units  Estimated Accuracy
 LG0411;SPC NE       -   108,920.      755,020.      MT  (+/- 180 meters Scaled)
 LG0411
 LG0411                          SUPERSEDED SURVEY CONTROL
 LG0411
 LG0411  NGVD 29 (??/??/92)  425.472  (m)         1395.90   (f) ADJ UNCH    2 0
 LG0411
 LG0411.Superseded values are not recommended for survey control.
 LG0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0411.See file dsdata.txt to determine how the superseded data were derived.
 LG0411
 LG0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL706156(NAD 83)
 LG0411_MARKER: DB = BENCH MARK DISK
 LG0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LG0411_SP_SET: BRIDGE ABUTMENT
 LG0411_STAMPING: S 80 1939
 LG0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LG0411
 LG0411  HISTORY     - Date     Condition        Report By
 LG0411  HISTORY     - 1935     MONUMENTED       CGS
 LG0411  HISTORY     - 1939     GOOD             NGS
 LG0411
 LG0411                          STATION DESCRIPTION
 LG0411
 LG0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LG0411'2.3 MI W FROM PLEASANT DALE.
 LG0411'2.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0411'FROM THE STATION AT PLEASANT DALE, SEWARD COUNTY, 180 FEET WEST
 LG0411'OF MILEPOST 16, AT BRIDGE 16.04, IN THE TOP OF THE NORTHEAST
 LG0411'CORNER OF THE EAST ABUTMENT, 6.2 FEET NORTH OF THE NORTH RAIL,
 LG0411'AND 1.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LG0411'S 80 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0958 ***********************************************************************
 MK0958  DESIGNATION -  S 81 RESET
 MK0958  PID         -  MK0958
 MK0958  STATE/COUNTY-  NE/SAUNDERS
 MK0958  USGS QUAD   -  WAHOO WEST (1969)
 MK0958
 MK0958                         *CURRENT SURVEY CONTROL
 MK0958  ___________________________________________________________________
 MK0958* NAD 83(1986)-  41 12 21.     (N)    096 38 21.     (W)     SCALED    
 MK0958* NAVD 88     -       360.10   (meters)    1181.4    (feet)  RESET     
 MK0958  ___________________________________________________________________
 MK0958  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 MK0958
 MK0958  VERT ORDER  -  THIRD
 MK0958
 MK0958.The horizontal coordinates were scaled from a topographic map and have
 MK0958.an estimated accuracy of +/- 6 seconds.
 MK0958
 MK0958.The orthometric height was computed from unverified reset data.
 MK0958
 MK0958.The geoid height was determined by GEOID03.
 MK0958
 MK0958;                    North         East    Units  Estimated Accuracy
 MK0958;SPC NE       -   157,860.      781,720.      MT  (+/- 180 meters Scaled)
 MK0958
 MK0958                          SUPERSEDED SURVEY CONTROL
 MK0958
 MK0958  NGVD 29 (??/??/??)  359.95   (m)         1180.9    (f) RESET       3  
 MK0958
 MK0958.Superseded values are not recommended for survey control.
 MK0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0958.See file dsdata.txt to determine how the superseded data were derived.
 MK0958
 MK0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL979642(NAD 83)
 MK0958_MARKER: DB = BENCH MARK DISK
 MK0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0958_SP_SET: PIER
 MK0958_STAMPING: S 81 RESET 1937
 MK0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0958
 MK0958  HISTORY     - Date     Condition        Report By
 MK0958  HISTORY     - 1937     MONUMENTED       NEDR
 MK0958  HISTORY     - 1984     GOOD             LOCSUR
 MK0958
 MK0958                          STATION DESCRIPTION
 MK0958
 MK0958'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1937
 MK0958'1.3 MI W FROM WAHOO.
 MK0958'1.3 MILES WEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 16 FROM THE
 MK0958'POST OFFICE AT WAHOO, SAUNDERS COUNTY, AT A BRIDGE OVER COTTON
 MK0958'WOOD CREEK, AND IN THE TOP OF THE EXTREME SOUTHWEST CORNER OF
 MK0958'THE CONCRETE CAP OF THE EAST PIER.  A STANDARD DISK, STAMPED
 MK0958'S 81 RESET 1937.
 MK0958
 MK0958                          STATION RECOVERY (1984)
 MK0958
 MK0958'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MK0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0930 ***********************************************************************
 MK0930  DESIGNATION -  S 82
 MK0930  PID         -  MK0930
 MK0930  STATE/COUNTY-  NE/SAUNDERS
 MK0930  USGS QUAD   -  WAHOO EAST (1983)
 MK0930
 MK0930                         *CURRENT SURVEY CONTROL
 MK0930  ___________________________________________________________________
 MK0930* NAD 83(1986)-  41 08 15.     (N)    096 37 27.     (W)     SCALED    
 MK0930* NAVD 88     -       397.868  (meters)    1305.34   (feet)  ADJUSTED  
 MK0930  ___________________________________________________________________
 MK0930  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 MK0930  DYNAMIC HT  -         397.678 (meters)    1304.72  (feet)  COMP
 MK0930  MODELED GRAV-     980,135.0   (mgal)                       NAVD 88
 MK0930
 MK0930  VERT ORDER  -  SECOND    CLASS 0
 MK0930
 MK0930.The horizontal coordinates were scaled from a topographic map and have
 MK0930.an estimated accuracy of +/- 6 seconds.
 MK0930
 MK0930.The orthometric height was determined by differential leveling
 MK0930.and adjusted by the National Geodetic Survey in June 1991..
 MK0930
 MK0930.The geoid height was determined by GEOID03.
 MK0930
 MK0930.The dynamic height is computed by dividing the NAVD 88
 MK0930.geopotential number by the normal gravity value computed on the
 MK0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0930.degrees latitude (g = 980.6199 gals.).
 MK0930
 MK0930.The modeled gravity was interpolated from observed gravity values.
 MK0930
 MK0930;                    North         East    Units  Estimated Accuracy
 MK0930;SPC NE       -   150,330.      783,270.      MT  (+/- 180 meters Scaled)
 MK0930
 MK0930                          SUPERSEDED SURVEY CONTROL
 MK0930
 MK0930  NGVD 29 (??/??/92)  397.725  (m)         1304.87   (f) ADJ UNCH    2 0
 MK0930
 MK0930.Superseded values are not recommended for survey control.
 MK0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0930.See file dsdata.txt to determine how the superseded data were derived.
 MK0930
 MK0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL994567(NAD 83)
 MK0930_MARKER: DB = BENCH MARK DISK
 MK0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MK0930_SP_SET: BUILDING
 MK0930_STAMPING: S 82 1935
 MK0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MK0930
 MK0930  HISTORY     - Date     Condition        Report By
 MK0930  HISTORY     - 1935     MONUMENTED       CGS
 MK0930  HISTORY     - 1942     GOOD             NGS
 MK0930
 MK0930                          STATION DESCRIPTION
 MK0930
 MK0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK0930'IN SWEDEBURG.
 MK0930'IN SWEDEBURG ALONG THE CHICAGO AND NORTH WESTERN RAILWAY BETWEEN
 MK0930'LINCOLN AND WAHOO, NEBRASKA, NEAR THE SOUTH WEST CORNER OF OLD
 MK0930'BUILDING FOUNDATION, NORTHEAST OF SWEDEBURG DEPOT.  73.8 FEET
 MK0930'NORTHEAST OF NORTHEAST CORNER OF DEPOT, 2.2 FEET NORTH OF
 MK0930'SOUTHWEST CORNER OF BUILDING FOUNDATION, 28.4 FEET EAST OF EAST
 MK0930'RAIL OF MAIN TRACK.  NOTE-- PART OF FOUNDATION OF STATION IS
 MK0930'LEFT.  NO STATION SIGN IS UP.
 MK0930
 MK0930                          STATION RECOVERY (1942)
 MK0930
 MK0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MK0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0023 ***********************************************************************
 ML0023  DESIGNATION -  S 83
 ML0023  PID         -  ML0023
 ML0023  STATE/COUNTY-  NE/BOONE
 ML0023  USGS QUAD   -  ELGIN (1985)
 ML0023
 ML0023                         *CURRENT SURVEY CONTROL
 ML0023  ___________________________________________________________________
 ML0023* NAD 83(1986)-  41 53 41.     (N)    098 03 38.     (W)     SCALED    
 ML0023* NAVD 88     -       597.791  (meters)    1961.25   (feet)  ADJUSTED  
 ML0023  ___________________________________________________________________
 ML0023  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 ML0023  DYNAMIC HT  -         597.530 (meters)    1960.40  (feet)  COMP
 ML0023  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 ML0023
 ML0023  VERT ORDER  -  SECOND    CLASS 0
 ML0023
 ML0023.The horizontal coordinates were scaled from a topographic map and have
 ML0023.an estimated accuracy of +/- 6 seconds.
 ML0023
 ML0023.The orthometric height was determined by differential leveling
 ML0023.and adjusted by the National Geodetic Survey in June 1991..
 ML0023.WARNING-Repeat measurements at this control monument indicate possible
 ML0023.vertical movement.
 ML0023
 ML0023.The geoid height was determined by GEOID03.
 ML0023
 ML0023.The dynamic height is computed by dividing the NAVD 88
 ML0023.geopotential number by the normal gravity value computed on the
 ML0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0023.degrees latitude (g = 980.6199 gals.).
 ML0023
 ML0023.The modeled gravity was interpolated from observed gravity values.
 ML0023
 ML0023;                    North         East    Units  Estimated Accuracy
 ML0023;SPC NE       -   230,670.      660,880.      MT  (+/- 180 meters Scaled)
 ML0023
 ML0023                          SUPERSEDED SURVEY CONTROL
 ML0023
 ML0023  NGVD 29 (??/??/92)  597.554  (m)         1960.48   (f) ADJ UNCH    2 0
 ML0023
 ML0023.Superseded values are not recommended for survey control.
 ML0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0023.See file dsdata.txt to determine how the superseded data were derived.
 ML0023
 ML0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM779385(NAD 83)
 ML0023_MARKER: DB = BENCH MARK DISK
 ML0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0023_STAMPING: S 83 1935
 ML0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0023+STABILITY: SURFACE MOTION
 ML0023
 ML0023  HISTORY     - Date     Condition        Report By
 ML0023  HISTORY     - 1935     MONUMENTED       CGS
 ML0023  HISTORY     - 1939     GOOD             NGS
 ML0023
 ML0023                          STATION DESCRIPTION
 ML0023
 ML0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0023'AT RAEVILLE.
 ML0023'AT RAEVILLE, BOONE COUNTY, ON THE CHICAGO AND NORTH WESTERN
 ML0023'RAILWAY, 119.4 FEET NORTH OF THE NORTHEAST CORNER OF THE STATION,
 ML0023'52.5 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 45 FEET
 ML0023'WEST OF THE CENTER LINE OF A ROAD, 25.2 FEET NORTHEAST OF THE
 ML0023'NORTHEAST CORNER OF A TOILET, 3.7 FEET WEST OF A FENCE, AND
 ML0023'ABOUT 5 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 ML0023'STAMPED S 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 ML0023
 ML0023                          STATION RECOVERY (1939)
 ML0023
 ML0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 ML0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML0071 ***********************************************************************
 ML0071  DESIGNATION -  S 85
 ML0071  PID         -  ML0071
 ML0071  STATE/COUNTY-  NE/BOONE
 ML0071  USGS QUAD   -  CEDAR RAPIDS (1985)
 ML0071
 ML0071                         *CURRENT SURVEY CONTROL
 ML0071  ___________________________________________________________________
 ML0071* NAD 83(1986)-  41 34 01.     (N)    098 07 35.     (W)     SCALED    
 ML0071* NAVD 88     -       556.847  (meters)    1826.92   (feet)  ADJUSTED  
 ML0071  ___________________________________________________________________
 ML0071  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 ML0071  DYNAMIC HT  -         556.591 (meters)    1826.08  (feet)  COMP
 ML0071  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 ML0071
 ML0071  VERT ORDER  -  SECOND    CLASS 0
 ML0071
 ML0071.The horizontal coordinates were scaled from a topographic map and have
 ML0071.an estimated accuracy of +/- 6 seconds.
 ML0071
 ML0071.The orthometric height was determined by differential leveling
 ML0071.and adjusted by the National Geodetic Survey in June 1991..
 ML0071
 ML0071.The geoid height was determined by GEOID03.
 ML0071
 ML0071.The dynamic height is computed by dividing the NAVD 88
 ML0071.geopotential number by the normal gravity value computed on the
 ML0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ML0071.degrees latitude (g = 980.6199 gals.).
 ML0071
 ML0071.The modeled gravity was interpolated from observed gravity values.
 ML0071
 ML0071;                    North         East    Units  Estimated Accuracy
 ML0071;SPC NE       -   194,170.      656,210.      MT  (+/- 180 meters Scaled)
 ML0071
 ML0071                          SUPERSEDED SURVEY CONTROL
 ML0071
 ML0071  NGVD 29 (??/??/92)  556.621  (m)         1826.18   (f) ADJ UNCH    2 0
 ML0071
 ML0071.Superseded values are not recommended for survey control.
 ML0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML0071.See file dsdata.txt to determine how the superseded data were derived.
 ML0071
 ML0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM728020(NAD 83)
 ML0071_MARKER: DB = BENCH MARK DISK
 ML0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ML0071_STAMPING: S 85 1935
 ML0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ML0071+STABILITY: SURFACE MOTION
 ML0071
 ML0071  HISTORY     - Date     Condition        Report By
 ML0071  HISTORY     - 1935     MONUMENTED       CGS
 ML0071  HISTORY     - 1954     MARK NOT FOUND   NGS
 ML0071
 ML0071                          STATION DESCRIPTION
 ML0071
 ML0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ML0071'1.8 MI E FROM CEDAR RAPIDS.
 ML0071'1.8 MILES EAST ALONG STATE HIGHWAY 56 FROM THE POST OFFICE AT
 ML0071'CEDAR RAPIDS, BOONE COUNTY, 300 FEET SOUTHWEST OF A FARMHOUSE,
 ML0071'74.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 3.8 FEET
 ML0071'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED S 85 1935 AND SET IN
 ML0071'THE TOP OF A CONCRETE POST.
 ML0071
 ML0071                          STATION RECOVERY (1954)
 ML0071
 ML0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 ML0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1197 ***********************************************************************
 MK1197  DESIGNATION -  S 86
 MK1197  PID         -  MK1197
 MK1197  STATE/COUNTY-  NE/PLATTE
 MK1197  USGS QUAD   -  CRESTON (1966)
 MK1197
 MK1197                         *CURRENT SURVEY CONTROL
 MK1197  ___________________________________________________________________
 MK1197* NAD 83(1986)-  41 42 11.     (N)    097 19 47.     (W)     SCALED    
 MK1197* NAVD 88     -       494.779  (meters)    1623.29   (feet)  ADJUSTED  
 MK1197  ___________________________________________________________________
 MK1197  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 MK1197  DYNAMIC HT  -         494.575 (meters)    1622.62  (feet)  COMP
 MK1197  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 MK1197
 MK1197  VERT ORDER  -  SECOND    CLASS 0
 MK1197
 MK1197.The horizontal coordinates were scaled from a topographic map and have
 MK1197.an estimated accuracy of +/- 6 seconds.
 MK1197
 MK1197.The orthometric height was determined by differential leveling
 MK1197.and adjusted by the National Geodetic Survey in June 1991..
 MK1197
 MK1197.The geoid height was determined by GEOID03.
 MK1197
 MK1197.The dynamic height is computed by dividing the NAVD 88
 MK1197.geopotential number by the normal gravity value computed on the
 MK1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1197.degrees latitude (g = 980.6199 gals.).
 MK1197
 MK1197.The modeled gravity was interpolated from observed gravity values.
 MK1197
 MK1197;                    North         East    Units  Estimated Accuracy
 MK1197;SPC NE       -   211,020.      722,150.      MT  (+/- 180 meters Scaled)
 MK1197
 MK1197                          SUPERSEDED SURVEY CONTROL
 MK1197
 MK1197  NGVD 29 (??/??/92)  494.594  (m)         1622.68   (f) ADJ UNCH    2 0
 MK1197
 MK1197.Superseded values are not recommended for survey control.
 MK1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1197.See file dsdata.txt to determine how the superseded data were derived.
 MK1197
 MK1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM389181(NAD 83)
 MK1197_MARKER: DB = BENCH MARK DISK
 MK1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1197_STAMPING: S-86-1935
 MK1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1197+STABILITY: SURFACE MOTION
 MK1197
 MK1197  HISTORY     - Date     Condition        Report By
 MK1197  HISTORY     - 1935     MONUMENTED       CGS
 MK1197
 MK1197                          STATION DESCRIPTION
 MK1197
 MK1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1197'2 MI E FROM CRESTON.
 MK1197'2.0 MILES EAST OF CRESTON.  ALONG THE CHICAGO AND NORTH WESTERN
 MK1197'RAILROAD BETWEEN HUMPHREY AND HOOPER, 14 RAILS WEST OF BRIDGE
 MK1197'NO. D-99, 67.4 FEET SOUTHWEST OF CROSSING, 48.7 FEET SOUTH
 MK1197'OF THE SOUTH RAIL, BETWEEN TELEPHONE POLE AND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1160 ***********************************************************************
 MK1160  DESIGNATION -  S 87
 MK1160  PID         -  MK1160
 MK1160  STATE/COUNTY-  NE/STANTON
 MK1160  USGS QUAD   -  STANTON SE (1966)
 MK1160
 MK1160                         *CURRENT SURVEY CONTROL
 MK1160  ___________________________________________________________________
 MK1160* NAD 83(1986)-  41 52 25.     (N)    097 03 29.     (W)     SCALED    
 MK1160* NAVD 88     -       513.981  (meters)    1686.29   (feet)  ADJUSTED  
 MK1160  ___________________________________________________________________
 MK1160  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 MK1160  DYNAMIC HT  -         513.780 (meters)    1685.63  (feet)  COMP
 MK1160  MODELED GRAV-     980,214.3   (mgal)                       NAVD 88
 MK1160
 MK1160  VERT ORDER  -  SECOND    CLASS 0
 MK1160
 MK1160.The horizontal coordinates were scaled from a topographic map and have
 MK1160.an estimated accuracy of +/- 6 seconds.
 MK1160
 MK1160.The orthometric height was determined by differential leveling
 MK1160.and adjusted by the National Geodetic Survey in June 1991..
 MK1160
 MK1160.The geoid height was determined by GEOID03.
 MK1160
 MK1160.The dynamic height is computed by dividing the NAVD 88
 MK1160.geopotential number by the normal gravity value computed on the
 MK1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1160.degrees latitude (g = 980.6199 gals.).
 MK1160
 MK1160.The modeled gravity was interpolated from observed gravity values.
 MK1160
 MK1160;                    North         East    Units  Estimated Accuracy
 MK1160;SPC NE       -   230,680.      744,100.      MT  (+/- 180 meters Scaled)
 MK1160
 MK1160                          SUPERSEDED SURVEY CONTROL
 MK1160
 MK1160  NGVD 29 (??/??/92)  513.800  (m)         1685.69   (f) ADJ UNCH    2 0
 MK1160
 MK1160.Superseded values are not recommended for survey control.
 MK1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1160.See file dsdata.txt to determine how the superseded data were derived.
 MK1160
 MK1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM611375(NAD 83)
 MK1160_MARKER: DB = BENCH MARK DISK
 MK1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1160_STAMPING: S-87-1935
 MK1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1160+STABILITY: SURFACE MOTION
 MK1160
 MK1160  HISTORY     - Date     Condition        Report By
 MK1160  HISTORY     - 1935     MONUMENTED       CGS
 MK1160  HISTORY     - 1965     MARK NOT FOUND   USGS
 MK1160
 MK1160                          STATION DESCRIPTION
 MK1160
 MK1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MK1160'9.2 MI S FROM PILGER.
 MK1160'9.2 MILES SOUTH OF PILGER BY HIGHWAY.  ALONG STATE HIGHWAY NO. 15
 MK1160'BETWEEN SCHUYLER AND PILGER, AT ROAD CROSSING WHERE FARM HOUSE
 MK1160'IS LOCATED, 60.5 FEET NORTHEAST OF ROAD INTERSECTION, 52.7 FEET
 MK1160'NORTH OF THE CENTER LINE OF COUNTY ROAD, 40.4 FEET EAST OF THE
 MK1160'CENTER LINE OF HIGHWAY, 1.8 FEET WEST OF FENCE.
 MK1160
 MK1160                          STATION RECOVERY (1965)
 MK1160
 MK1160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MK1160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0089 ***********************************************************************
 LG0089  DESIGNATION -  S 88
 LG0089  PID         -  LG0089
 LG0089  STATE/COUNTY-  NE/OTOE
 LG0089  USGS QUAD   -  DUNBAR (1966)
 LG0089
 LG0089                         *CURRENT SURVEY CONTROL
 LG0089  ___________________________________________________________________
 LG0089* NAD 83(1986)-  40 43 13.     (N)    096 06 47.     (W)     SCALED    
 LG0089* NAVD 88     -       337.618  (meters)    1107.67   (feet)  ADJUSTED  
 LG0089  ___________________________________________________________________
 LG0089  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 LG0089  DYNAMIC HT  -         337.451 (meters)    1107.12  (feet)  COMP
 LG0089  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 LG0089
 LG0089  VERT ORDER  -  SECOND    CLASS 0
 LG0089
 LG0089.The horizontal coordinates were scaled from a topographic map and have
 LG0089.an estimated accuracy of +/- 6 seconds.
 LG0089
 LG0089.The orthometric height was determined by differential leveling
 LG0089.and adjusted by the National Geodetic Survey in June 1991..
 LG0089
 LG0089.The geoid height was determined by GEOID03.
 LG0089
 LG0089.The dynamic height is computed by dividing the NAVD 88
 LG0089.geopotential number by the normal gravity value computed on the
 LG0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0089.degrees latitude (g = 980.6199 gals.).
 LG0089
 LG0089.The modeled gravity was interpolated from observed gravity values.
 LG0089
 LG0089;                    North         East    Units  Estimated Accuracy
 LG0089;SPC NE       -   105,860.      828,220.      MT  (+/- 180 meters Scaled)
 LG0089
 LG0089                          SUPERSEDED SURVEY CONTROL
 LG0089
 LG0089  NGVD 29 (??/??/92)  337.520  (m)         1107.35   (f) ADJ UNCH    2 0
 LG0089
 LG0089.Superseded values are not recommended for survey control.
 LG0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0089.See file dsdata.txt to determine how the superseded data were derived.
 LG0089
 LG0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL438117(NAD 83)
 LG0089_MARKER: DB = BENCH MARK DISK
 LG0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0089_STAMPING: S 88 1935
 LG0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0089+STABILITY: SURFACE MOTION
 LG0089
 LG0089  HISTORY     - Date     Condition        Report By
 LG0089  HISTORY     - 1935     MONUMENTED       CGS
 LG0089  HISTORY     - 1961     GOOD             NGS
 LG0089  HISTORY     - 1964     MARK NOT FOUND   USGS
 LG0089
 LG0089                          STATION DESCRIPTION
 LG0089
 LG0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LG0089'AT OTOE.
 LG0089'0.05 MILE NORTH ALONG A GRAVEL STREET TO THE MISSOURI PACIFIC
 LG0089'RAILROAD, THENCE 0.5 MILE SOUTHEAST TO THE MIDDLE OF THE FIELD,
 LG0089'ABOUT 0.15 MILE NORTHEAST OF THE NORTHEAST CORNER OF A PASTURE
 LG0089'FENCE, ABOUT 0.15 MILE NORTH OF A DOUBLE POLE FOR POWERLINE, ON
 LG0089'THE SOUTH EDGE OF SWAMPY GRASS, ABOUT 0.15 MILE WEST OF A FENCE,
 LG0089'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 LG0089
 LG0089                          STATION RECOVERY (1964)
 LG0089
 LG0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LG0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1223 ***********************************************************************
 MJ1223  DESIGNATION -  S OMAHA ARMOUR PACKING CO TANK
 MJ1223  PID         -  MJ1223
 MJ1223  STATE/COUNTY-  NE/DOUGLAS
 MJ1223  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1223
 MJ1223                         *CURRENT SURVEY CONTROL
 MJ1223  ___________________________________________________________________
 MJ1223* NAD 83(1995)-  41 12 21.14176(N)    095 57 30.57905(W)     ADJUSTED  
 MJ1223* NAVD 88     -                                                        
 MJ1223  ___________________________________________________________________
 MJ1223  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 MJ1223  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 MJ1223
 MJ1223  HORZ ORDER  -  THIRD
 MJ1223
 MJ1223.The horizontal coordinates were established by classical geodetic methods
 MJ1223.and adjusted by the National Geodetic Survey in August 1997..
 MJ1223
 MJ1223
 MJ1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1223
 MJ1223.The geoid height was determined by GEOID03.
 MJ1223
 MJ1223;                    North         East     Units Scale Factor Converg.
 MJ1223;SPC NE       -   160,305.668   838,738.111   MT  0.99967223   +2 40 41.9
 MJ1223;SPC IA S     -   136,824.103   293,837.183   MT  0.99994837   -1 37 09.9
 MJ1223;UTM  15      - 4,565,832.157   251,947.163   MT  1.00035733   -1 56 59.8
 MJ1223;UTM  14      - 4,566,072.480   755,013.750   MT  1.00040044   +2 00 17.0
 MJ1223
 MJ1223                          SUPERSEDED SURVEY CONTROL
 MJ1223
 MJ1223  NAD 83(1986)-  41 12 21.15042(N)    095 57 30.57836(W) AD(       ) 4
 MJ1223  NAD 27      -  41 12 21.15200(N)    095 57 29.52300(W) AD(       ) 3
 MJ1223
 MJ1223.Superseded values are not recommended for survey control.
 MJ1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1223.See file dsdata.txt to determine how the superseded data were derived.
 MJ1223
 MJ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5194765832(NAD 83)
 MJ1223_MARKER: 53 = ELEVATED TANK
 MJ1223
 MJ1223  HISTORY     - Date     Condition        Report By
 MJ1223  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1223  HISTORY     - 1959     GOOD             CGS
 MJ1223
 MJ1223                          STATION DESCRIPTION
 MJ1223
 MJ1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCS)
 MJ1223'STATION IS LOCATED IN SOUTH OMAHA ON THE NORTH SIDE OF Q STREET
 MJ1223'100 FEET EAST OF THE T INTERSECTION OF Q STREET AND 30TH.
 MJ1223'AVENUE.  THE TANK IS OF STEEL CONSTRUCTION, FOUR LEGGED, PAINTED
 MJ1223'SILVER, AND APPROXIMATELY 75 FEET HIGH.  A YELLOW AND RED
 MJ1223'SIGN ARMOUR IS PAINTED ON THE WEST SIDE OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MJ1236 ***********************************************************************
 MJ1236  DESIGNATION -  S OMAHA UN STOCK YDS TALL STK
 MJ1236  PID         -  MJ1236
 MJ1236  STATE/COUNTY-  NE/DOUGLAS
 MJ1236  USGS QUAD   -  OMAHA SOUTH (1994)
 MJ1236
 MJ1236                         *CURRENT SURVEY CONTROL
 MJ1236  ___________________________________________________________________
 MJ1236* NAD 83(1995)-  41 12 21.68980(N)    095 57 14.97261(W)     ADJUSTED  
 MJ1236* NAVD 88     -                                                        
 MJ1236  ___________________________________________________________________
 MJ1236  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 MJ1236  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 MJ1236
 MJ1236  HORZ ORDER  -  THIRD
 MJ1236
 MJ1236.The horizontal coordinates were established by classical geodetic methods
 MJ1236.and adjusted by the National Geodetic Survey in August 1997..
 MJ1236
 MJ1236
 MJ1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 MJ1236
 MJ1236.The geoid height was determined by GEOID03.
 MJ1236
 MJ1236;                    North         East     Units Scale Factor Converg.
 MJ1236;SPC NE       -   160,339.544   839,100.403   MT  0.99967221   +2 40 52.2
 MJ1236;SPC IA S     -   136,830.736   294,201.096   MT  0.99994837   -1 36 59.6
 MJ1236;UTM  15      - 4,565,836.692   252,311.255   MT  1.00035511   -1 56 49.5
 MJ1236;UTM  14      - 4,566,102.117   755,376.680   MT  1.00040272   +2 00 27.3
 MJ1236
 MJ1236                          SUPERSEDED SURVEY CONTROL
 MJ1236
 MJ1236  NAD 83(1986)-  41 12 21.69850(N)    095 57 14.97185(W) AD(       ) 4
 MJ1236  NAD 27      -  41 12 21.70200(N)    095 57 13.91200(W) AD(       ) 3
 MJ1236
 MJ1236.Superseded values are not recommended for survey control.
 MJ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MJ1236.See file dsdata.txt to determine how the superseded data were derived.
 MJ1236
 MJ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF5231165837(NAD 83)
 MJ1236_MARKER: 63 = STACK
 MJ1236
 MJ1236  HISTORY     - Date     Condition        Report By
 MJ1236  HISTORY     - 1934     FIRST OBSERVED   CGS
 MJ1236
 MJ1236                          STATION DESCRIPTION
 MJ1236
 MJ1236'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1270 ***********************************************************************
 MK1270  DESIGNATION -  SABATA
 MK1270  PID         -  MK1270
 MK1270  STATE/COUNTY-  NE/BUTLER
 MK1270  USGS QUAD   -  BRAINARD (1965)
 MK1270
 MK1270                         *CURRENT SURVEY CONTROL
 MK1270  ___________________________________________________________________
 MK1270* NAD 83(1995)-  41 12 47.88807(N)    097 00 32.85363(W)     ADJUSTED  
 MK1270* NAVD 88     -       515.850  (meters)    1692.42   (feet)  ADJUSTED  
 MK1270  ___________________________________________________________________
 MK1270  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 MK1270  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 MK1270  DYNAMIC HT  -         515.596 (meters)    1691.58  (feet)  COMP
 MK1270  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 MK1270
 MK1270  HORZ ORDER  -  FIRST
 MK1270  VERT ORDER  -  SECOND    CLASS 0
 MK1270
 MK1270.The horizontal coordinates were established by classical geodetic methods
 MK1270.and adjusted by the National Geodetic Survey in August 1997..
 MK1270
 MK1270.The orthometric height was determined by differential leveling
 MK1270.and adjusted by the National Geodetic Survey in June 1991..
 MK1270
 MK1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1270
 MK1270.The geoid height was determined by GEOID03.
 MK1270
 MK1270.The dynamic height is computed by dividing the NAVD 88
 MK1270.geopotential number by the normal gravity value computed on the
 MK1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1270.degrees latitude (g = 980.6199 gals.).
 MK1270
 MK1270.The modeled gravity was interpolated from observed gravity values.
 MK1270
 MK1270;                    North         East     Units Scale Factor Converg.
 MK1270;SPC NE       -   157,548.456   750,692.362   MT  0.99967156   +1 58 55.4
 MK1270;UTM  14      - 4,564,346.960   666,899.096   MT  0.99994283   +1 18 43.3
 MK1270
 MK1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1270!SPC NE       -   0.99992322  x   0.99967156  =   0.99959480
 MK1270!UTM  14      -   0.99992322  x   0.99994283  =   0.99986605
 MK1270
 MK1270:                Primary Azimuth Mark                     Grid Az
 MK1270:SPC NE       -  RADIO MAST KAR 72 ENE BRAINARD           093 52 44.1
 MK1270:UTM  14      -  RADIO MAST KAR 72 ENE BRAINARD           094 32 56.2
 MK1270
 MK1270|---------------------------------------------------------------------|
 MK1270| PID    Reference Object                     Distance      Geod. Az  |
 MK1270|                                                           dddmmss.s |
 MK1270| MK2096 RADIO MAST KAR 72 ENE BRAINARD      APPROX. 7.5 KM 0955139.5 |
 MK1270| MK1271 SABATA RM 1                          30.904 METERS 15909     |
 MK1270| MK1868 BRAINARD MUNICIPAL TANK             APPROX. 3.2 KM 1691242.4 |
 MK1270| MK1867 BRAINARD HOLY TRINITY CH SPIRE      APPROX. 2.8 KM 1694458.8 |
 MK1270| MK1881 ULYSSES TANK                        APPROX.22.6 KM 2265149.9 |
 MK1270| MK1866 ST FRANCIS CHURCH SPIRE             APPROX. 6.7 KM 2453723.1 |
 MK1270| MK1272 SABATA RM 2                          32.624 METERS 25112     |
 MK1270| MK1863 DAVID CITY TANK                     APPROX.10.3 KM 2962601.8 |
 MK1270| MK1864 DAVID CITY ST MARYS CH SPIRE        APPROX.11.2 KM 2964652.8 |
 MK1270| MK1273 SABATA AZ MK                                       3102419.1 |
 MK1270|---------------------------------------------------------------------|
 MK1270
 MK1270                          SUPERSEDED SURVEY CONTROL
 MK1270
 MK1270  NAD 83(1986)-  41 12 47.89736(N)    097 00 32.85366(W) AD(       ) 1
 MK1270  NAD 27      -  41 12 47.85015(N)    097 00 31.73739(W) AD(       ) 1
 MK1270  NGVD 29 (??/??/92)  515.669  (m)         1691.82   (f) ADJ UNCH    2 0
 MK1270
 MK1270.Superseded values are not recommended for survey control.
 MK1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1270.See file dsdata.txt to determine how the superseded data were derived.
 MK1270
 MK1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6689964347(NAD 83)
 MK1270_MARKER: DS = TRIANGULATION STATION DISK
 MK1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1270_STAMPING: SABATA 1935
 MK1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1270+STABILITY: SURFACE MOTION
 MK1270
 MK1270  HISTORY     - Date     Condition        Report By
 MK1270  HISTORY     - 1935     MONUMENTED       CGS
 MK1270  HISTORY     - 1961     GOOD             CGS
 MK1270  HISTORY     - 1961     GOOD             NGS
 MK1270  HISTORY     - 1967     GOOD             CGS
 MK1270
 MK1270                          STATION DESCRIPTION
 MK1270
 MK1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1270'STATION IS LOCATED IN THE SOUTHEAST QUARTER SEC. 6, T. 14 N., R.
 MK1270'4 E., ABOUT 3 MILES SOUTH AND 6 MILES EAST OF DAVID CITY, AND
 MK1270'2 MILES NORTH OF BRAINARD ON THE EAST SIDE OF RAILROAD
 MK1270'RIGHT-OF-WAY IN A PASTURE OWNED BY MR. SABATA.
 MK1270'
 MK1270'REACHED FROM BRAINARD POST OFFICE BY GOING NORTH FOR 1.55 MILES,
 MK1270'TURN LEFT (WEST) ON STATE HIGHWAY 16 JUST AFTER CROSSING
 MK1270'RAILROAD AND GO 0.05 MILE TO RAILROAD RIGHT-OF-WAY FENCE, TURN
 MK1270'RIGHT (NORTH) AND FOLLOW FENCE 0.55 MILE TO STATION.  MARK IS
 MK1270'SET 7.5 FEET EAST OF NORTH-SOUTH FENCE AND 55 FEET EAST OF EAST
 MK1270'RAIL OF RAILROAD.
 MK1270'
 MK1270'REFERENCE MARK NO. 1 IS 101.35 FEET (30.891 METERS) SOUTH OF
 MK1270'STATION IN NORTH-SOUTH FENCE, AND 47.5 FEET EAST OF EAST RAIL OF
 MK1270'RAILROAD.
 MK1270'
 MK1270'REFERENCE MARK NO. 2 IS 107.20 FEET (32.672 METERS) WEST OF
 MK1270'STATION IN NORTH-SOUTH FENCE LINE AND 47 FEET WEST OF WEST RAIL
 MK1270'OF RAILROAD.
 MK1270'
 MK1270'AZIMUTH MARK IS REACHED BY FOLLOWING EAST FENCE OF RAILROAD
 MK1270'RIGHT-OF-WAY NORTH FOR 0.7 MILE.  MARK IS SET IN NORTH-SOUTH
 MK1270'FENCE LINE, 47 FEET EAST OF EAST RAIL OF RAILROAD.
 MK1270'
 MK1270'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 MK1270
 MK1270                          STATION RECOVERY (1961)
 MK1270
 MK1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 MK1270'STATION RECOVERED WITH ALL MARKS IN GOOD CONDITION.  A COMPLETE
 MK1270'DESCRIPTION FOLLOWS TO CLARIFY DIRECTION FOR REACHING THE STATION.
 MK1270'
 MK1270'LOCATED, AIRLINE, ABOUT 6 MILES EAST-SOUTHEAST OF DAVID CITY,
 MK1270'5 MILES SOUTH-SOUTHWEST OF BRUNO, AND 2 MILES NORTH OF BRAINARD
 MK1270'IN THE NORTHWEST CORNER OF A CULTIVATED FIELD AT A WIRE GATE
 MK1270'OPENING ON A RAILROAD RIGHT-OF-WAY AT A SMALL FARM RAILROAD
 MK1270'CROSSING.
 MK1270'
 MK1270'TO REACH THE STATION FROM THE POST OFFICE IN BRAINARD GO NORTH
 MK1270'ON THE MAIN STREET 0.3 MILE TO A CROSSROAD.  TURN LEFT AND GO
 MK1270'WEST 70 YARDS ACROSS RAILROAD TRACKS TO STATE SPUR 392.  TURN
 MK1270'RIGHT AND GO NORTH 1.1 MILES TO A GRAVELED FORK ON A CURVE.
 MK1270'KEEP RIGHT ON THE FORK AND PROCEED 0.1 MILE TO U.S. HIGHWAY 30A.
 MK1270'CROSS THE HIGHWAY AND CONTINUE NORTH ON GRADED, GRAVELED ROAD
 MK1270'1.0 MILE TO A CROSS ROAD.  TURN LEFT AND GO WEST 0.7 MILE TO A
 MK1270'GATE ON THE LEFT LEADING ONTO RAILROAD PROPERTY ALONG THE EAST
 MK1270'RIGHT-OF-WAY JUST BEFORE REACHING A RAILROAD CROSSING.  TURN
 MK1270'LEFT THROUGH THE GATE AND GO SOUTHEAST ON TRACK ROAD 175 YARDS
 MK1270'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST AROUND
 MK1270'A CURVE 0.8 MILE TO A LITTLE-USED GRADE CROSSING AND THE
 MK1270'STATION ON THE LEFT.
 MK1270'
 MK1270'THE STATION MARK, A STANDARD DISK STAMPED SABATA 1935 CEMENTED
 MK1270'IN THE TOP OF A 10-INCH-DIAMETER CYLINDRICAL MONUMENT 10 INCHES
 MK1270'BELOW THE SURFACE OF THE GROUND, IS 10.3 FEET SOUTH OF A METAL
 MK1270'WITNESS POST, 55 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MK1270'RAILROAD, AND 9.3 FEET EAST OF THE NORTH CONCRETE GATE POST IN
 MK1270'THE EAST RIGHT-OF-WAY FENCE.
 MK1270'
 MK1270'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED SABATA NO 1
 MK1270'1935 CEMENTED IN THE TOP OF A 10-INCH-DIAMETER CYLINDRICAL
 MK1270'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND, IS 0.8
 MK1270'FOOT WEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 46.5 FEET EAST OF
 MK1270'THE NORTHEAST RAIL AND ABOUT 1 FOOT HIGHER THAN STATION
 MK1270'ELEVATION.
 MK1270'
 MK1270'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED SABATA NO 2
 MK1270'1935 CEMENTED IN THE TOP OF A 10-INCH-DIAMETER CYLINDRICAL
 MK1270'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND, IS 1.0 FOOT
 MK1270'EAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, 46.9 FEET WEST OF THE
 MK1270'SOUTHWEST RAIL AND 18.2 FEET SOUTHEAST OF A CONCRETE GATE POST
 MK1270'ABOUT 1 FOOT HIGHER THAN STATION ELEVATION.
 MK1270'
 MK1270'THE AZIMUTH MARK, A STANDARD DISK STAMPED SABATA 1935 SET IN THE
 MK1270'TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 MK1270'ABOVE GROUND, IS 1.4 FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
 MK1270'FENCE, 30.7 FEET NORTHEAST OF A RAILROAD X SIGN AND 46.1 FEET
 MK1270'NORTHEAST OF THE NORTHEAST RAIL ON THE RAILROAD.
 MK1270
 MK1270                          STATION RECOVERY (1961)
 MK1270
 MK1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MK1270'2 MI NW FROM BRAINARD.
 MK1270'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1270'FROM THE STATION AT BRAINARD, THENCE 0.6 MILE NORTHWEST ALONG
 MK1270'THE UNION PACIFIC RAILROAD, 55 FEET EAST OF THE NORTH RAIL, 10.3
 MK1270'FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN, 9.3 FEET EAST
 MK1270'OF A NORTH CONCRETE GATE POST, SET IN TOP OF A SQUARE CONCRETE
 MK1270'POST 10 INCHES BELOW GROUND.
 MK1270
 MK1270                          STATION RECOVERY (1967)
 MK1270
 MK1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (FJH)
 MK1270'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1273 ***********************************************************************
 MK1273  DESIGNATION -  SABATA AZ MK
 MK1273  PID         -  MK1273
 MK1273  STATE/COUNTY-  NE/BUTLER
 MK1273  USGS QUAD   -  BRAINARD (1965)
 MK1273
 MK1273                         *CURRENT SURVEY CONTROL
 MK1273  ___________________________________________________________________
 MK1273* NAD 83(1986)-  41 13 10.     (N)    097 01 05.     (W)     SCALED    
 MK1273* NAVD 88     -       514.362  (meters)    1687.54   (feet)  ADJUSTED  
 MK1273  ___________________________________________________________________
 MK1273  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 MK1273  DYNAMIC HT  -         514.111 (meters)    1686.71  (feet)  COMP
 MK1273  MODELED GRAV-     980,119.3   (mgal)                       NAVD 88
 MK1273
 MK1273  VERT ORDER  -  SECOND    CLASS 0
 MK1273
 MK1273.The horizontal coordinates were scaled from a topographic map and have
 MK1273.an estimated accuracy of +/- 6 seconds.
 MK1273
 MK1273.The orthometric height was determined by differential leveling
 MK1273.and adjusted by the National Geodetic Survey in June 1991..
 MK1273
 MK1273.The geoid height was determined by GEOID03.
 MK1273
 MK1273.The dynamic height is computed by dividing the NAVD 88
 MK1273.geopotential number by the normal gravity value computed on the
 MK1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1273.degrees latitude (g = 980.6199 gals.).
 MK1273
 MK1273.The modeled gravity was interpolated from observed gravity values.
 MK1273
 MK1273;                    North         East    Units  Estimated Accuracy
 MK1273;SPC NE       -   158,200.      749,920.      MT  (+/- 180 meters Scaled)
 MK1273
 MK1273                          SUPERSEDED SURVEY CONTROL
 MK1273
 MK1273  NGVD 29 (??/??/92)  514.184  (m)         1686.95   (f) ADJ UNCH    2 0
 MK1273
 MK1273.Superseded values are not recommended for survey control.
 MK1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1273.See file dsdata.txt to determine how the superseded data were derived.
 MK1273
 MK1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL661650(NAD 83)
 MK1273_MARKER: DZ = AZIMUTH MARK DISK
 MK1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1273_STAMPING: SABATA 1935
 MK1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1273+STABILITY: SURFACE MOTION
 MK1273
 MK1273  HISTORY     - Date     Condition        Report By
 MK1273  HISTORY     - 1935     MONUMENTED       CGS
 MK1273  HISTORY     - 1961     GOOD             NGS
 MK1273
 MK1273                          STATION DESCRIPTION
 MK1273
 MK1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MK1273'2.7 MI NW FROM BRAINARD.
 MK1273'1.4 MILES ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM THE
 MK1273'STATION AT BRAINARD, THENCE 1.3 MILES NORTHWEST ALONG THE UNION
 MK1273'PACIFIC RAILROAD, 1.0 MILE SOUTHEAST OF A ROAD CROSSING, 46 FEET
 MK1273'NORTHEAST OF THE NORTHEAST RAIL, 1.7 FEET NORTHWEST OF A METAL
 MK1273'WITNESS POST WITH SIGN, 1.3 FEET SOUTHWEST OF RIGHT OF WAY FENCE,
 MK1273'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE
 MK1273'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1271 ***********************************************************************
 MK1271  DESIGNATION -  SABATA RM 1
 MK1271  PID         -  MK1271
 MK1271  STATE/COUNTY-  NE/BUTLER
 MK1271  USGS QUAD   -  BRAINARD (1965)
 MK1271
 MK1271                         *CURRENT SURVEY CONTROL
 MK1271  ___________________________________________________________________
 MK1271* NAD 83(1986)-  41 12 47.     (N)    097 00 32.     (W)     SCALED    
 MK1271* NAVD 88     -       516.049  (meters)    1693.07   (feet)  ADJUSTED  
 MK1271  ___________________________________________________________________
 MK1271  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 MK1271  DYNAMIC HT  -         515.796 (meters)    1692.24  (feet)  COMP
 MK1271  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 MK1271
 MK1271  VERT ORDER  -  SECOND    CLASS 0
 MK1271
 MK1271.The horizontal coordinates were scaled from a topographic map and have
 MK1271.an estimated accuracy of +/- 6 seconds.
 MK1271
 MK1271.The orthometric height was determined by differential leveling
 MK1271.and adjusted by the National Geodetic Survey in June 1991..
 MK1271
 MK1271.The geoid height was determined by GEOID03.
 MK1271
 MK1271.The dynamic height is computed by dividing the NAVD 88
 MK1271.geopotential number by the normal gravity value computed on the
 MK1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1271.degrees latitude (g = 980.6199 gals.).
 MK1271
 MK1271.The modeled gravity was interpolated from observed gravity values.
 MK1271
 MK1271;                    North         East    Units  Estimated Accuracy
 MK1271;SPC NE       -   157,520.      750,710.      MT  (+/- 180 meters Scaled)
 MK1271
 MK1271                          SUPERSEDED SURVEY CONTROL
 MK1271
 MK1271  NGVD 29 (??/??/92)  515.869  (m)         1692.48   (f) ADJ UNCH    2 0
 MK1271
 MK1271.Superseded values are not recommended for survey control.
 MK1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1271.See file dsdata.txt to determine how the superseded data were derived.
 MK1271
 MK1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL669643(NAD 83)
 MK1271_MARKER: DR = REFERENCE MARK DISK
 MK1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1271_STAMPING: SABATA NO 1 1935
 MK1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1271+STABILITY: SURFACE MOTION
 MK1271
 MK1271  HISTORY     - Date     Condition        Report By
 MK1271  HISTORY     - 1935     MONUMENTED       CGS
 MK1271  HISTORY     - 1961     GOOD             NGS
 MK1271
 MK1271                          STATION DESCRIPTION
 MK1271
 MK1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MK1271'2 MI NW FROM BRAINARD.
 MK1271'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1271'FROM THE STATION AT BRAINARD, THENCE 0.6 MILE NORTHWEST ALONG
 MK1271'THE UNION PACIFIC RAILROAD, 101.38 FEET SOUTHEAST OF THE STATION,
 MK1271'46.5 FEET EAST OF THE NORTH RAIL, ABOUT 1 FOOT LOWER THAN THE
 MK1271'TRACKS, 0.8 FOOT WEST OF A N-S FENCE, SET IN TOP OF A CYLINDDHCAL
 MK1271'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1272 ***********************************************************************
 MK1272  DESIGNATION -  SABATA RM 2
 MK1272  PID         -  MK1272
 MK1272  STATE/COUNTY-  NE/BUTLER
 MK1272  USGS QUAD   -  BRAINARD (1965)
 MK1272
 MK1272                         *CURRENT SURVEY CONTROL
 MK1272  ___________________________________________________________________
 MK1272* NAD 83(1986)-  41 12 47.     (N)    097 00 32.     (W)     SCALED    
 MK1272* NAVD 88     -       515.965  (meters)    1692.80   (feet)  ADJUSTED  
 MK1272  ___________________________________________________________________
 MK1272  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 MK1272  DYNAMIC HT  -         515.711 (meters)    1691.96  (feet)  COMP
 MK1272  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 MK1272
 MK1272  VERT ORDER  -  SECOND    CLASS 0
 MK1272
 MK1272.The horizontal coordinates were scaled from a topographic map and have
 MK1272.an estimated accuracy of +/- 6 seconds.
 MK1272
 MK1272.The orthometric height was determined by differential leveling
 MK1272.and adjusted by the National Geodetic Survey in June 1991..
 MK1272
 MK1272.The geoid height was determined by GEOID03.
 MK1272
 MK1272.The dynamic height is computed by dividing the NAVD 88
 MK1272.geopotential number by the normal gravity value computed on the
 MK1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1272.degrees latitude (g = 980.6199 gals.).
 MK1272
 MK1272.The modeled gravity was interpolated from observed gravity values.
 MK1272
 MK1272;                    North         East    Units  Estimated Accuracy
 MK1272;SPC NE       -   157,520.      750,710.      MT  (+/- 180 meters Scaled)
 MK1272
 MK1272                          SUPERSEDED SURVEY CONTROL
 MK1272
 MK1272  NGVD 29 (??/??/92)  515.785  (m)         1692.20   (f) ADJ UNCH    2 0
 MK1272
 MK1272.Superseded values are not recommended for survey control.
 MK1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1272.See file dsdata.txt to determine how the superseded data were derived.
 MK1272
 MK1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL669643(NAD 83)
 MK1272_MARKER: DR = REFERENCE MARK DISK
 MK1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1272_STAMPING: SABATA NO 2 1935
 MK1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1272+STABILITY: SURFACE MOTION
 MK1272
 MK1272  HISTORY     - Date     Condition        Report By
 MK1272  HISTORY     - 1935     MONUMENTED       CGS
 MK1272  HISTORY     - 1961     GOOD             NGS
 MK1272
 MK1272                          STATION DESCRIPTION
 MK1272
 MK1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MK1272'2 MI NW FROM BRAINARD.
 MK1272'1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 MK1272'FROM THE STATION AT BRAINARD, THENCE 0.6 MILE NORTHWEST ALONG
 MK1272'THE UNION PACIFIC RAILROAD, 107.04 FEET SOUTHWEST OF THE STATION,
 MK1272'46.9 FEET WEST OF THE SOUTHWEST RAIL, 18.7 FEET SOUTHEAST OF THE
 MK1272'SOUTH CONCRETE GATE POST, 1 FOOT EAST OF THE RIGHT OF WAY FENCE,
 MK1272'SET IN TOP OF A CYLINDDHCAL CONCRETE POST PROJECTING 2 INCHES
 MK1272'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1040 ***********************************************************************
 LH1040  DESIGNATION -  SALEM EVAN LUTHERAN CH SPIRE
 LH1040  PID         -  LH1040
 LH1040  STATE/COUNTY-  NE/GOSPER
 LH1040  USGS QUAD   -  ARAPAHOE NW (1971)
 LH1040
 LH1040                         *CURRENT SURVEY CONTROL
 LH1040  ___________________________________________________________________
 LH1040* NAD 83(1995)-  40 29 48.00860(N)    099 59 17.01659(W)     ADJUSTED  
 LH1040* NAVD 88     -                                                        
 LH1040  ___________________________________________________________________
 LH1040  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 LH1040  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 LH1040
 LH1040  HORZ ORDER  -  THIRD
 LH1040
 LH1040.The horizontal coordinates were established by classical geodetic methods
 LH1040.and adjusted by the National Geodetic Survey in August 1997..
 LH1040
 LH1040
 LH1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1040
 LH1040.The geoid height was determined by GEOID03.
 LH1040
 LH1040;                    North         East     Units Scale Factor Converg.
 LH1040;SPC NE       -    73,650.623   501,011.973   MT  0.99981230   +0 00 28.5
 LH1040;UTM  14      - 4,483,353.848   416,273.052   MT  0.99968629   -0 38 30.1
 LH1040
 LH1040                          SUPERSEDED SURVEY CONTROL
 LH1040
 LH1040  NAD 83(1986)-  40 29 48.01315(N)    099 59 17.01998(W) AD(       ) 4
 LH1040  NAD 27      -  40 29 47.99300(N)    099 59 15.56900(W) AD(       ) 3
 LH1040
 LH1040.Superseded values are not recommended for survey control.
 LH1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1040.See file dsdata.txt to determine how the superseded data were derived.
 LH1040
 LH1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1627383354(NAD 83)
 LH1040_MARKER: 90 = CHURCH SPIRE
 LH1040
 LH1040  HISTORY     - Date     Condition        Report By
 LH1040  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1040
 LH1040                          STATION DESCRIPTION
 LH1040
 LH1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1040'POINT SIGHTED ON WAS TIP OF SPIRE OF EVANGELIST LUTHERAN
 LH1040'CHURCH, FRAME BUILDING, BUILT IN 1916, LOCATED IN THE SETTLEMENT
 LH1040'OF SALEM.
 LH1040'
 LH1040'STATION OBSERVED ON FROM, MUDDY, ELKREEK, SINK, AND PLUM.
 LH1040'
 LH1040'NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1019 ***********************************************************************
 LG1019  DESIGNATION -  SALEM EVANGELICAL REFORM CH
 LG1019  PID         -  LG1019
 LG1019  STATE/COUNTY-  NE/PAWNEE
 LG1019  USGS QUAD   -  BURCHARD (1965)
 LG1019
 LG1019                         *CURRENT SURVEY CONTROL
 LG1019  ___________________________________________________________________
 LG1019* NAD 83(1995)-  40 13 03.64351(N)    096 15 20.05122(W)     ADJUSTED  
 LG1019* NAVD 88     -                                                        
 LG1019  ___________________________________________________________________
 LG1019  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 LG1019  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 LG1019
 LG1019  HORZ ORDER  -  THIRD
 LG1019
 LG1019.The horizontal coordinates were established by classical geodetic methods
 LG1019.and adjusted by the National Geodetic Survey in August 1997..
 LG1019
 LG1019
 LG1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1019
 LG1019.The geoid height was determined by GEOID03.
 LG1019
 LG1019;                    North         East     Units Scale Factor Converg.
 LG1019;SPC NE       -    49,575.740   818,604.973   MT  0.99990869   +2 28 53.1
 LG1019;UTM  14      - 4,455,530.784   733,533.187   MT  1.00027141   +1 46 22.3
 LG1019
 LG1019                          SUPERSEDED SURVEY CONTROL
 LG1019
 LG1019  NAD 83(1986)-  40 13 03.65113(N)    096 15 20.04670(W) AD(       ) 4
 LG1019  NAD 27      -  40 13 03.65100(N)    096 15 19.00600(W) AD(       ) 3
 LG1019
 LG1019.Superseded values are not recommended for survey control.
 LG1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1019.See file dsdata.txt to determine how the superseded data were derived.
 LG1019
 LG1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3353355531(NAD 83)
 LG1019_MARKER: 90 = CHURCH SPIRE
 LG1019
 LG1019  HISTORY     - Date     Condition        Report By
 LG1019  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG1019  HISTORY     - 1958     GOOD             CGS
 LG1019
 LG1019                          STATION DESCRIPTION
 LG1019
 LG1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1019'THE CHURCH IS LOCATED ABOUT 1.0 MILE WEST AND 0.5 MILE NORTH OF
 LG1019'STEINAUER.  IT IS A WHITE FRAME BUILDING WITH THE SPIRE ON THE
 LG1019'EAST END OF THE BUILDING.  THE SPIRE IS GREEN AND HAS A BALL ON
 LG1019'THE TOP.  IT IS ABOUT 50 FEET HIGH.  IT IS 75 FEET WEST OF THE
 LG1019'CENTER OF A NORTH-SOUTH DIRT ROAD.  THE POINT OBSERVED UPON WAS
 LG1019'THE BALL AT THE TOP OF THE SPIRE.
 LG1019
 LG1019                          STATION RECOVERY (1958)
 LG1019
 LG1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 LG1019'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE CHURCH
 LG1019'HAS BEEN REMODELED SINCE THE POSITION WAS ESTABLISHED IN 1947
 LG1019'BUT THE SPIRE IS STILL IN ITS ORIGINAL POSITION.  A CROSS IS NOW
 LG1019'AT THE TOP OF THE SPIRE IN PLACE OF THE BALL AS NOTED IN THE
 LG1019'PREVIOUS DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1375 ***********************************************************************
 LF1375  DESIGNATION -  SALEM MUNICIPAL TANK
 LF1375  PID         -  LF1375
 LF1375  STATE/COUNTY-  NE/RICHARDSON
 LF1375  USGS QUAD   -  SALEM (1965)
 LF1375
 LF1375                         *CURRENT SURVEY CONTROL
 LF1375  ___________________________________________________________________
 LF1375* NAD 83(1995)-  40 04 35.48773(N)    095 43 43.73377(W)     ADJUSTED  
 LF1375* NAVD 88     -                                                        
 LF1375  ___________________________________________________________________
 LF1375  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 LF1375  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LF1375
 LF1375  HORZ ORDER  -  THIRD
 LF1375
 LF1375.The horizontal coordinates were established by classical geodetic methods
 LF1375.and adjusted by the National Geodetic Survey in August 1997..
 LF1375
 LF1375
 LF1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1375
 LF1375.The geoid height was determined by GEOID03.
 LF1375
 LF1375;                    North         East     Units Scale Factor Converg.
 LF1375;SPC NE       -    35,999.986   864,165.046   MT  0.99996629   +2 49 49.8
 LF1375;SPC KS N     -   195,956.619   593,720.034   MT  1.00006073   +1 26 13.2
 LF1375;UTM  15      - 4,439,819.586   267,314.183   MT  1.00026657   -1 45 27.5
 LF1375
 LF1375                          SUPERSEDED SURVEY CONTROL
 LF1375
 LF1375  NAD 83(1986)-  40 04 35.49536(N)    095 43 43.72929(W) AD(       ) 4
 LF1375  NAD 27      -  40 04 35.48000(N)    095 43 42.78000(W) AD(       ) 3
 LF1375
 LF1375.Superseded values are not recommended for survey control.
 LF1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1375.See file dsdata.txt to determine how the superseded data were derived.
 LF1375
 LF1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE6731439820(NAD 83)
 LF1375_MARKER: 52 = STANDPIPE TANK
 LF1375
 LF1375  HISTORY     - Date     Condition        Report By
 LF1375  HISTORY     - 1945     FIRST OBSERVED   CGS
 LF1375
 LF1375                          STATION DESCRIPTION
 LF1375
 LF1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1375'STATION IS LOCATED IN THE NW SECTION OF THE VILLAGE OF SALEM,
 LF1375'ON LAND OWNED BY THE VILLAGE.  IT IS A STEEL STANDPIPE, PAINTED
 LF1375'SILVER, 62 FEET HIGH, AND 12 FEET IN DIAMETER.  IT HAS A LIGHT
 LF1375'ON THE N SIDE OF THE TOP AND A VENT PIPE IN THE CENTER OF THE
 LF1375'ROOF.  THE POINT INTERSECTED WAS THE VENT PIPE.  AN INTERSECTION
 LF1375'STATION.  TO REACH FROM P.O., GO W 0.45 MILE TO STANDPIPE ON
 LF1375'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1164 ***********************************************************************
 LG1164  DESIGNATION -  SALINE
 LG1164  PID         -  LG1164
 LG1164  STATE/COUNTY-  NE/SALINE
 LG1164  USGS QUAD   -  CRETE SOUTH (1964)
 LG1164
 LG1164                         *CURRENT SURVEY CONTROL
 LG1164  ___________________________________________________________________
 LG1164* NAD 83(1995)-  40 33 09.88745(N)    096 55 20.63682(W)     ADJUSTED  
 LG1164* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 LG1164  ___________________________________________________________________
 LG1164  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 LG1164  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 LG1164
 LG1164  HORZ ORDER  -  SECOND
 LG1164
 LG1164.The horizontal coordinates were established by classical geodetic methods
 LG1164.and adjusted by the National Geodetic Survey in August 1997..
 LG1164
 LG1164.The orthometric height was scaled from a topographic map.
 LG1164
 LG1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1164
 LG1164.The geoid height was determined by GEOID03.
 LG1164
 LG1164;                    North         East     Units Scale Factor Converg.
 LG1164;SPC NE       -    84,514.565   760,568.623   MT  0.99979573   +2 02 22.3
 LG1164;UTM  14      - 4,491,183.659   675,911.221   MT  0.99998091   +1 21 03.9
 LG1164
 LG1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1164!SPC NE       -   0.99993526  x   0.99979573  =   0.99973100
 LG1164!UTM  14      -   0.99993526  x   0.99998091  =   0.99991617
 LG1164
 LG1164:                Primary Azimuth Mark                     Grid Az
 LG1164:SPC NE       -  SALINE AZ MK                             088 58 28.1
 LG1164:UTM  14      -  SALINE AZ MK                             089 39 46.5
 LG1164
 LG1164|---------------------------------------------------------------------|
 LG1164| PID    Reference Object                     Distance      Geod. Az  |
 LG1164|                                                           dddmmss.s |
 LG1164| CL7520 SALINE AZ MK                                       0910050.4 |
 LG1164| CL7521 SALINE RM 1                          16.688 METERS 18435     |
 LG1164| LG0781 TURKEY                              APPROX. 7.3 KM 2600320.5 |
 LG1164| CL7522 SALINE RM 2                          14.756 METERS 27141     |
 LG1164|---------------------------------------------------------------------|
 LG1164
 LG1164                          SUPERSEDED SURVEY CONTROL
 LG1164
 LG1164  NAD 83(1986)-  40 33 09.89546(N)    096 55 20.63640(W) AD(       ) 2
 LG1164  NAD 27      -  40 33 09.88500(N)    096 55 19.52800(W) AD(       ) 2
 LG1164
 LG1164.Superseded values are not recommended for survey control.
 LG1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1164.See file dsdata.txt to determine how the superseded data were derived.
 LG1164
 LG1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7591191184(NAD 83)
 LG1164_MARKER: DS = TRIANGULATION STATION DISK
 LG1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1164
 LG1164  HISTORY     - Date     Condition        Report By
 LG1164  HISTORY     - 1947     MONUMENTED       CGS
 LG1164  HISTORY     - 1960     GOOD             CGS
 LG1164  HISTORY     - 1981     SEE DESCRIPTION  LOCENG
 LG1164
 LG1164                          STATION DESCRIPTION
 LG1164
 LG1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1164'THE STATION IS LOCATED ABOUT 5.3 MILES NORTH-NORTHEAST OF WILBER,
 LG1164'ABOUT 6 MILES SOUTH-SOUTHWEST OF CRETE, 28 FEET NORTH OF THE
 LG1164'CENTER OF A GRAVELED ROAD, 27 FEET WEST OF THE CENTER OF A WIRE
 LG1164'GATE, 5 FEET SOUTHWEST OF A WITNESS POST, AND 3 FEET SOUTH OF THE
 LG1164'NORTH RIGHT-OF-WAY FENCE LINE.  IT PROJECTS 6 INCHES AND IS
 LG1164'STAMPED SALINE 1947.
 LG1164'
 LG1164'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF THE CENTER OF A GRAVELED
 LG1164'ROAD AND 1.5 FOOT NORTH OF A WIRE FENCE.  IT PROJECTS 5 INCHES
 LG1164'AND IS STAMPED SALINE NO 1 1947.
 LG1164'
 LG1164'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE CENTER OF A GRAVELED
 LG1164'ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  IT PROJECTS 8 INCHES AND
 LG1164'IS STAMPED SALINE NO 2 1947.
 LG1164'
 LG1164'AZIMUTH MARK IS 39 FEET SOUTHEAST OF THE CENTER OF A CROSSROAD, 3
 LG1164'FEET NORTHWEST OF A POWER LINE POLE, AND 2 FEET SOUTHEAST OF THE
 LG1164'NORTH END OF A FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED SALINE
 LG1164'1947.
 LG1164'
 LG1164'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WILBER, GO NORTH
 LG1164'ON STATE HIGHWAY NO. 82 FOR 5.1 MILES TO A SIDE ROAD RIGHT, TURN
 LG1164'RIGHT, EAST, AND CONTINUE ON GRAVELED ROAD FOR 2.05 MILE TO THE
 LG1164'TOP OF A RAISE AND THE STATION ON THE LEFT AS DESCRIBED.
 LG1164'
 LG1164'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 LG1164'ROAD FOR 0.55 MILE TO A CROSSROAD AND THE STATION AS DESCRIBED.
 LG1164'
 LG1164'A 74 FOOT SIGNAL AT TURKEY IS VISIBLE AT 4 FEET.
 LG1164'
 LG1164'A 74 FOOT SIGNAL AT SHESTAK IS VISIBLE AT 4 FEET.
 LG1164'
 LG1164'A 74 FOOT SIGNAL AT CRETE IS VISIBLE AT 4 FEET.
 LG1164'
 LG1164'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LG1164
 LG1164                          STATION RECOVERY (1960)
 LG1164
 LG1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DS)
 LG1164'RECOVERED BY H. HOSKINS AND ASSOC.
 LG1164'
 LG1164'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 LG1164
 LG1164                          STATION RECOVERY (1981)
 LG1164
 LG1164'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1164'SALINE 1947 FOUND LAID OUT AND DESTROYED ALONG WITH REFERENCE MARKS
 LG1164'1 AND 2, AZI MARK NOT FOUND.
 LG1164'
 LG1164'DESCRIPTION ADEQUATE, ORIGINAL ROAD WIDENED BY GRADING.
 LG1164'
 LG1164'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.3 MI N-NE OF WILBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1044 ***********************************************************************
 LH1044  DESIGNATION -  SALT LAKE CITY OMAHA AWY BN 68
 LH1044  PID         -  LH1044
 LH1044  STATE/COUNTY-  NE/DAWSON
 LH1044  USGS QUAD   -  LEXINGTON EAST (1983)
 LH1044
 LH1044                         *CURRENT SURVEY CONTROL
 LH1044  ___________________________________________________________________
 LH1044* NAD 83(1995)-  40 49 01.01245(N)    099 44 55.45351(W)     ADJUSTED  
 LH1044* NAVD 88     -                                                        
 LH1044  ___________________________________________________________________
 LH1044  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 LH1044  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 LH1044
 LH1044  HORZ ORDER  -  THIRD
 LH1044
 LH1044.The horizontal coordinates were established by classical geodetic methods
 LH1044.and adjusted by the National Geodetic Survey in August 1997..
 LH1044
 LH1044
 LH1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1044
 LH1044.The geoid height was determined by GEOID03.
 LH1044
 LH1044;                    North         East     Units Scale Factor Converg.
 LH1044;SPC NE       -   109,239.218   521,192.684   MT  0.99973034   +0 09 59.4
 LH1044;UTM  14      - 4,518,706.556   436,855.908   MT  0.99964907   -0 29 21.9
 LH1044
 LH1044                          SUPERSEDED SURVEY CONTROL
 LH1044
 LH1044  NAD 83(1986)-  40 49 01.01907(N)    099 44 55.45721(W) AD(       ) 4
 LH1044  NAD 27      -  40 49 00.99700(N)    099 44 54.06500(W) AD(       ) 3
 LH1044
 LH1044.Superseded values are not recommended for survey control.
 LH1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1044.See file dsdata.txt to determine how the superseded data were derived.
 LH1044
 LH1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML3685618707(NAD 83)
 LH1044_MARKER: 22 = AIRWAY BEACON
 LH1044
 LH1044  HISTORY     - Date     Condition        Report By
 LH1044  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1044
 LH1044                          STATION DESCRIPTION
 LH1044
 LH1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1044'POINT OBSERVED UPON WAS THE LIGHT OF BEACON NO. 68 OF THE SALT
 LH1044'LAKE CITY-OMAHA AIRWAY, LOCATED 3 MILES NORTH OF LEXINGTON.
 LH1044'
 LH1044'STATION WAS OBSERVED FROM TRIANGULATION STATIONS PERRY, GOLD,
 LH1044'KEY, HARM AND LEXINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1087 ***********************************************************************
 LH1087  DESIGNATION -  SALT LAKE CITY OMAHA AWY BN 67
 LH1087  PID         -  LH1087
 LH1087  STATE/COUNTY-  NE/DAWSON
 LH1087  USGS QUAD   -  COZAD NW (1971)
 LH1087
 LH1087                         *CURRENT SURVEY CONTROL
 LH1087  ___________________________________________________________________
 LH1087* NAD 83(1995)-  40 52 39.92504(N)    099 56 21.07626(W)     ADJUSTED  
 LH1087* NAVD 88     -                                                        
 LH1087  ___________________________________________________________________
 LH1087  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 LH1087  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 LH1087
 LH1087  HORZ ORDER  -  THIRD
 LH1087
 LH1087.The horizontal coordinates were established by classical geodetic methods
 LH1087.and adjusted by the National Geodetic Survey in August 1997..
 LH1087
 LH1087
 LH1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1087
 LH1087.The geoid height was determined by GEOID03.
 LH1087
 LH1087;                    North         East     Units Scale Factor Converg.
 LH1087;SPC NE       -   115,961.267   505,124.438   MT  0.99971825   +0 02 25.1
 LH1087;UTM  14      - 4,525,611.547   420,866.595   MT  0.99967707   -0 36 52.9
 LH1087
 LH1087                          SUPERSEDED SURVEY CONTROL
 LH1087
 LH1087  NAD 83(1986)-  40 52 39.93174(N)    099 56 21.08086(W) AD(       ) 4
 LH1087  NAD 27      -  40 52 39.90300(N)    099 56 19.65400(W) AD(       ) 3
 LH1087
 LH1087.Superseded values are not recommended for survey control.
 LH1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1087.See file dsdata.txt to determine how the superseded data were derived.
 LH1087
 LH1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML2086725612(NAD 83)
 LH1087_MARKER: 22 = AIRWAY BEACON
 LH1087
 LH1087  HISTORY     - Date     Condition        Report By
 LH1087  HISTORY     - 1934     FIRST OBSERVED   CGS
 LH1087
 LH1087                          STATION DESCRIPTION
 LH1087
 LH1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1087'POINT OBSERVED UPON WAS THE LIGHT OF BEACON NO. 67 OF SALT LAKE
 LH1087'CITY-OMAHA AIRWAY, LOCATED 2 MILES EAST AND 1 MILE NORTH OF
 LH1087'COZAD.
 LH1087'
 LH1087'STATION WAS OBSERVED FROM TRIANGULATION STATIONS MARY, MAY, PERRY,
 LH1087'GOLD, KEY, AND WILLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0382 ***********************************************************************
 LJ0382  DESIGNATION -  SALT LAKE CITY OMAHA AWY BN 66
 LJ0382  PID         -  LJ0382
 LJ0382  STATE/COUNTY-  NE/DAWSON
 LJ0382  USGS QUAD   -  GOTHENBURG (1983)
 LJ0382
 LJ0382                         *CURRENT SURVEY CONTROL
 LJ0382  ___________________________________________________________________
 LJ0382* NAD 83(1995)-  40 55 19.00765(N)    100 09 27.35969(W)     ADJUSTED  
 LJ0382* NAVD 88     -                                                        
 LJ0382  ___________________________________________________________________
 LJ0382  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 LJ0382  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 LJ0382
 LJ0382  HORZ ORDER  -  THIRD
 LJ0382
 LJ0382.The horizontal coordinates were established by classical geodetic methods
 LJ0382.and adjusted by the National Geodetic Survey in August 1997..
 LJ0382
 LJ0382
 LJ0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0382
 LJ0382.The geoid height was determined by GEOID03.
 LJ0382
 LJ0382;                    North         East     Units Scale Factor Converg.
 LJ0382;SPC NE       -   120,877.501   486,728.527   MT  0.99971016   -0 06 16.0
 LJ0382;UTM  14      - 4,530,737.476   402,528.361   MT  0.99971693   -0 45 30.0
 LJ0382
 LJ0382                          SUPERSEDED SURVEY CONTROL
 LJ0382
 LJ0382  NAD 83(1986)-  40 55 19.01367(N)    100 09 27.36461(W) AD(       ) 4
 LJ0382  NAD 27      -  40 55 18.98300(N)    100 09 25.91500(W) AD(       ) 3
 LJ0382
 LJ0382.Superseded values are not recommended for survey control.
 LJ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0382.See file dsdata.txt to determine how the superseded data were derived.
 LJ0382
 LJ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML0252830737(NAD 83)
 LJ0382_MARKER: 21 = AIRPORT BEACON
 LJ0382
 LJ0382  HISTORY     - Date     Condition        Report By
 LJ0382  HISTORY     - 1934     FIRST OBSERVED   CGS
 LJ0382
 LJ0382                          STATION DESCRIPTION
 LJ0382
 LJ0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LJ0382'POINT OBSERVED WAS THE LIGHT OF BEACON NO. 66 OF THE SALT LAKE
 LJ0382'CITY-OMAHA AIRWAY, LOCATED IN SOUTHEAST PART OF GOTHENBURG.
 LJ0382'
 LJ0382'STATION WAS OBSERVED FROM TRIANGULATION STATIONS KEY, GOLD,
 LJ0382'WILLOW, PERRY, MAY, HARM, AND MARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0376 ***********************************************************************
 MM0376  DESIGNATION -  SALT LAKE CTY OMAHA AWY BCN 65
 MM0376  PID         -  MM0376
 MM0376  STATE/COUNTY-  NE/LINCOLN
 MM0376  USGS QUAD   -  BRADY (1970)
 MM0376
 MM0376                         *CURRENT SURVEY CONTROL
 MM0376  ___________________________________________________________________
 MM0376* NAD 83(1995)-  41 01 40.29075(N)    100 21 36.33112(W)     ADJUSTED  
 MM0376* NAVD 88     -                                                        
 MM0376  ___________________________________________________________________
 MM0376  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 MM0376  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 MM0376
 MM0376  HORZ ORDER  -  THIRD
 MM0376
 MM0376.The horizontal coordinates were established by classical geodetic methods
 MM0376.and adjusted by the National Geodetic Survey in August 1997..
 MM0376
 MM0376
 MM0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0376
 MM0376.The geoid height was determined by GEOID03.
 MM0376
 MM0376;                    North         East     Units Scale Factor Converg.
 MM0376;SPC NE       -   132,686.825   469,725.734   MT  0.99969317   -0 14 19.1
 MM0376;UTM  14      - 4,542,740.555   385,660.851   MT  0.99976090   -0 53 34.4
 MM0376
 MM0376                          SUPERSEDED SURVEY CONTROL
 MM0376
 MM0376  NAD 83(1986)-  41 01 40.29670(N)    100 21 36.33719(W) AD(       ) 4
 MM0376  NAD 27      -  41 01 40.26800(N)    100 21 34.85900(W) AD(       ) 3
 MM0376
 MM0376.Superseded values are not recommended for survey control.
 MM0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0376.See file dsdata.txt to determine how the superseded data were derived.
 MM0376
 MM0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL8566142741(NAD 83)
 MM0376_MARKER: 22 = AIRWAY BEACON
 MM0376
 MM0376  HISTORY     - Date     Condition        Report By
 MM0376  HISTORY     - 1934     FIRST OBSERVED   CGS
 MM0376
 MM0376                          STATION DESCRIPTION
 MM0376
 MM0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MM0376'POINT OBSERVED UPON WAS THE LIGHT OF BEACON NO. 65, SALT LAKE
 MM0376'CITY-OMAHA AIRWAY, LOCATED 7 MILES NORTH AND 10 MILES WEST
 MM0376'OF GOTHENBURG.
 MM0376'
 MM0376'STATION WAS OBSERVED FROM TRIANGULATION STATIONS IVER, MAY,
 MM0376'HARM, AND GOLD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1140 ***********************************************************************
 LG1140  DESIGNATION -  SALTILLO EAST BASE
 LG1140  PID         -  LG1140
 LG1140  STATE/COUNTY-  NE/LANCASTER
 LG1140  USGS QUAD   -  BENNET (1972)
 LG1140
 LG1140                         *CURRENT SURVEY CONTROL
 LG1140  ___________________________________________________________________
 LG1140* NAD 83(1995)-  40 41 50.62019(N)    096 37 26.13087(W)     ADJUSTED  
 LG1140* NAVD 88     -       430.89   (+/-2cm)    1413.7    (feet)  VERTCON   
 LG1140  ___________________________________________________________________
 LG1140  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 LG1140  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 LG1140
 LG1140  HORZ ORDER  -  FIRST
 LG1140  VERT ORDER  -  THIRD ? (See Below)
 LG1140
 LG1140.The horizontal coordinates were established by classical geodetic methods
 LG1140.and adjusted by the National Geodetic Survey in August 1997..
 LG1140
 LG1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 LG1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LG1140.The vertical order pertains to the NGVD 29 superseded value.
 LG1140
 LG1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1140
 LG1140.The geoid height was determined by GEOID03.
 LG1140
 LG1140;                    North         East     Units Scale Factor Converg.
 LG1140;SPC NE       -   101,504.542   785,200.056   MT  0.99975734   +2 14 14.3
 LG1140;UTM  14      - 4,507,880.997   700,751.384   MT  1.00009608   +1 32 59.5
 LG1140
 LG1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1140!SPC NE       -   0.99993648  x   0.99975734  =   0.99969384
 LG1140!UTM  14      -   0.99993648  x   1.00009608  =   1.00003255
 LG1140
 LG1140|---------------------------------------------------------------------|
 LG1140| PID    Reference Object                     Distance      Geod. Az  |
 LG1140|                                                           dddmmss.s |
 LG1140| CL7524 SALTILLO EAST BASE RM 1              20.726 METERS 00909     |
 LG1140| CL7525 SALTILLO EAST BASE RM 2              21.610 METERS 09042     |
 LG1140| CL7526 SALTILLO EAST BASE AZ MK RESET                     2675824.7 |
 LG1140| CL7523 SALTILLO EAST BASE AZ MK                           2682658.1 |
 LG1140|---------------------------------------------------------------------|
 LG1140
 LG1140                          SUPERSEDED SURVEY CONTROL
 LG1140
 LG1140  NAD 83(1986)-  40 41 50.62836(N)    096 37 26.13093(W) AD(       ) 1
 LG1140  NAD 27      -  40 41 50.62900(N)    096 37 25.07600(W) AD(       ) 1
 LG1140  NGVD 29 (07/19/86)  430.78   (m)         1413.3    (f) LEVELING    3  
 LG1140
 LG1140.Superseded values are not recommended for survey control.
 LG1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1140.See file dsdata.txt to determine how the superseded data were derived.
 LG1140
 LG1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL0075107881(NAD 83)
 LG1140_MARKER: DS = TRIANGULATION STATION DISK
 LG1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1140_SP_SET: CONCRETE POST
 LG1140_STAMPING: SALTILLO EAST BASE 1947
 LG1140_MARK LOGO: CGS   
 LG1140_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1140+STABILITY: SURFACE MOTION
 LG1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1140+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1982
 LG1140
 LG1140  HISTORY     - Date     Condition        Report By
 LG1140  HISTORY     - 1947     MONUMENTED       CGS
 LG1140  HISTORY     - 1947     GOOD             CGS
 LG1140  HISTORY     - 1953     GOOD             CGS
 LG1140  HISTORY     - 1976     GOOD             NGS
 LG1140  HISTORY     - 19820825 GOOD             NGS
 LG1140
 LG1140                          STATION DESCRIPTION
 LG1140
 LG1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1140'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH AND 4.5 MILES EAST
 LG1140'OF THE POST OFFICE IN LINCOLN, ON LAND OWNED BY MR. W.W. BURR,
 LG1140'DEAN OF UNIVERSITY OF NEBRASKA, AND OCCUPIED BY MR. HARRY
 LG1140'BIRKETT.  IT IS 35 FEET NORTH OF THE CENTER OF EAST-WEST ROAD,
 LG1140'38 FEET EAST OF THE CENTER OF THE WEST DRIVEWAY, 88 FEET WEST OF
 LG1140'THE CENTER OF THE EAST DRIVEWAY AND 90 FEET SOUTHEAST OF THE
 LG1140'SOUTHEAST CORNER OF THE FARM HOUSE.  IT IS STAMPED SALTILLO
 LG1140'EAST BASE 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1140'
 LG1140'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 21 FEET SOUTH OF THE
 LG1140'CENTER OF EAST-WEST DRIVEWAY AROUND FARM YARD AND 6 FEET
 LG1140'WEST-SOUTHWEST OF LIGHT POLE.  IT IS STAMPED SALTILLO EAST BASE
 LG1140'NO 1 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1140'
 LG1140'REFERENCE MARK NO 2 IS EAST OF THE STATION, 33 FEET NORTH OF THE
 LG1140'CENTER OF EAST-WEST ROAD AND 18 FEET WEST OF THE CENTER OF THE
 LG1140'EAST DRIVEWAY.  IT IS STAMPED SALTILLO EAST BASE NO 2 1947 AND SET
 LG1140'FLUSH WITH THE GROUND SURFACE.
 LG1140'
 LG1140'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, 25 FEET
 LG1140'SOUTH OF THE CENTER OF EAST-WEST ROAD, 2 FEET EAST OF WHITE
 LG1140'WITNESS POST, 1 FOOT NORTH OF EAST-WEST FENCE LINE AND ABOUT
 LG1140'0.05 MILE NORTHWEST OF SMALL WHITE SCHOOL HOUSE.  IT IS STAMPED
 LG1140'SALTILLO EAST BASE 1947 AND PROJECTS 6 INCHES.  TO REACH FROM THE
 LG1140'STATION, GO WEST ON ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT
 LG1140'AS DESCRIBED.
 LG1140'
 LG1140'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO SOUTH
 LG1140'ON U.S. HIGHWAY 77 FOR 8.2 MILES TO CROSSROADS AT TURNPIKE NIGHT
 LG1140'CLUB, TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 4.2 MILES TO FARM
 LG1140'HOUSE ON LEFT AT TOP OF RIDGE AND STATION AS DESCRIBED.
 LG1140'
 LG1140'A 47 FOOT SIGNAL AT STATION SALTILLO WEST BASE IS VISIBLE AT
 LG1140'50 FEET.
 LG1140'
 LG1140'A 74 FOOT SIGNAL AT STATION PEN IS VISIBLE AT 50 FEET.
 LG1140'
 LG1140'A 74 FOOT SIGNAL AT STATION CHENEY IS VISIBLE AT 12 FEET.
 LG1140'
 LG1140'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1140
 LG1140                          STATION RECOVERY (1947)
 LG1140
 LG1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1140'RECOVERED IN GOOD CONDITION.
 LG1140
 LG1140                          STATION RECOVERY (1953)
 LG1140
 LG1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LG1140'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS
 LG1140'DESCRIBED.  THE AZIMUTH MARK WAS RESET AS REQUESTED BY MR. R.J.
 LG1140'WITTMAN, LANCASTER COUNTY ROAD SUPT. NEW ROAD CONSTRUCTION WILL
 LG1140'DESTROY THE OLD AZIMUTH MARK.
 LG1140'
 LG1140'THE AZIMUTH MARK (RESET) IS 0.3 MILE WEST OF THE STATION, ABOUT
 LG1140'100 YARDS WEST OF A T-ROAD INTERSECTION, ABOUT 50 YARDS
 LG1140'NORTHWEST OF A SCHOOLHOUSE IN THE NORTHWEST CORNER OF THE
 LG1140'SCHOOLYARD, 34 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT
 LG1140'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 LG1140'AND THE DISK IS STAMPED SALTILLO EAST BASE 1947 RESET 1953.
 LG1140
 LG1140                          STATION RECOVERY (1976)
 LG1140
 LG1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1140'NOTE--A 3/4 INCH REBAR, 3 FEET IN LENGHT WAS DRIVEN INTO THE
 LG1140'GROUND BESIDE THE STATION MARK AND THE AZIMUTH MARK.
 LG1140'
 LG1140'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 LG1140'MARK 1953 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES
 LG1140'AND DIRECTIONS TO THE MARKS WERE NOT CHECKED THIS DATE.  THE LINE
 LG1140'OF SIGHT TO THE AZIMUTH MARK FROM THE STATION IS OBSTRUCTED BY PINE
 LG1140'TREE BRANCHES THIS DATE.  FOLLOWING IS A NEW DESCRIPTION FOR THE
 LG1140'MARKS--
 LG1140'
 LG1140'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH AND 4.5 MILES EAST OF
 LG1140'LINCOLN, IN A FARM YARD OWNED BY MRS. MARTHA BIRKETT, RT 8, LINCOLN,
 LG1140'NEBRASKA 68506.
 LG1140'
 LG1140'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 77 AND STATE
 LG1140'HIGHWAY 2 AT THE SOUTH EDGE OF LINCOLN, GO SOUTH ON HIGHWAY 77 FOR
 LG1140'5.6 MILES TO A CROSSROAD, (SALTILLO ROAD), TURN LEFT AND GO EAST ON A
 LG1140'SURFACED ROAD FOR 3.95 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 LG1140'CONTINUE EAST ON THE SURFACED ROAD FOR 0.05 MILE TO A SIDE ROAD
 LG1140'RIGHT, CONTINUE EAST ON THE GRAVELED ROAD FOR 0.3 MILE TO TOP OF
 LG1140'HILL, A FARMYARD DRIVEWAY AND THE STATION ON THE LEFT.
 LG1140'
 LG1140'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED SALTILLO EAST
 LG1140'BASE 1947, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 1 INCH
 LG1140'BELOW THE GROUND SURFACE.  IT IS 127 FEET SOUTHWEST OF THE
 LG1140'SOUTHWEST CORNER OF A LARGE STOCK BARN, 91 FEET WEST OF THE CENTER
 LG1140'OF THE EAST DRIVEWAY, 72 FEET SOUTH-SOUTHWEST OF A POWER POLE IN
 LG1140'CENTER OF YARD, 36 FEET EAST OF THE CENTER OF THE WEST DRIVEWAY, 33
 LG1140'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 1.6 FEET EAST OF A
 LG1140'METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED
 LG1140'THIS DATE.
 LG1140'
 LG1140'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SALTILLO EAST BASE NO 1
 LG1140'1947, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 2 INCHES
 LG1140'BELOW THE GROUND SURFACE.  IT IS 104 FEET EAST-SOUTHEAST OF THE
 LG1140'SOUTHEAST CORNER OF THE HOUSE, 83 FEET WEST-SOUTHWEST OF THE
 LG1140'SOUTHWEST CORNER OF THE BARN, 41.5 FEET EAST OF THE CENTER OF THE
 LG1140'WEST DRIVEWAY AND 6 FEET WEST OF THE POWER POLE IN CENTER OF THE
 LG1140'YARD.
 LG1140'
 LG1140'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SALTILLO EAST BASE NO 2
 LG1140'1947, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 LG1140'THE GROUND SURFACE.  IT IS 92 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 LG1140'CORNER OF THE BARN, 55 FEET EAST OF THE POWER POLE WITH
 LG1140'TRANSFORMER, 31 FEET SOUTH OF THE CENTER OF THE ROAD AND 20 FEET
 LG1140'WEST OF THE OF THE EAST DRIVEWAY.
 LG1140'
 LG1140'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SALTILLO EAST BASE 1947
 LG1140'RESET 1953, SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 LG1140'GROUND.  IT IS 36 FEET SOUTH OF THE CENTER OF THE ROAD, 2 FEET EAST
 LG1140'OF A CORNER FENCE POST AND 1.6 FEET WEST OF A METAL WITNESS POST, AND
 LG1140'ABOUT 5 FEET LOWER THAN THE ROAD.
 LG1140'
 LG1140'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES S AND
 LG1140'4-1/2 MILES E OF LINCOLN.
 LG1140
 LG1140                          STATION RECOVERY (1982)
 LG1140
 LG1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LG1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1155 ***********************************************************************
 LG1155  DESIGNATION -  SALTILLO WEST BASE
 LG1155  PID         -  LG1155
 LG1155  STATE/COUNTY-  NE/LANCASTER
 LG1155  USGS QUAD   -  ROCA (1972)
 LG1155
 LG1155                         *CURRENT SURVEY CONTROL
 LG1155  ___________________________________________________________________
 LG1155* NAD 83(1995)-  40 41 49.86216(N)    096 42 59.96201(W)     ADJUSTED  
 LG1155* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 LG1155  ___________________________________________________________________
 LG1155  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 LG1155  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LG1155
 LG1155  HORZ ORDER  -  FIRST
 LG1155
 LG1155.The horizontal coordinates were established by classical geodetic methods
 LG1155.and adjusted by the National Geodetic Survey in August 1997..
 LG1155
 LG1155.The orthometric height was scaled from a topographic map.
 LG1155
 LG1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1155
 LG1155.The geoid height was determined by GEOID03.
 LG1155
 LG1155;                    North         East     Units Scale Factor Converg.
 LG1155;SPC NE       -   101,179.490   777,371.154   MT  0.99975739   +2 10 33.1
 LG1155;UTM  14      - 4,507,649.762   692,916.644   MT  1.00005811   +1 29 21.6
 LG1155
 LG1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1155!SPC NE       -   0.99994194  x   0.99975739  =   0.99969935
 LG1155!UTM  14      -   0.99994194  x   1.00005811  =   1.00000005
 LG1155
 LG1155|---------------------------------------------------------------------|
 LG1155| PID    Reference Object                     Distance      Geod. Az  |
 LG1155|                                                           dddmmss.s |
 LG1155| CL7529 SALTILLO WEST BASE RM 3              16.578 METERS 00351     |
 LG1155| LG1120 LINCOLN ST CAPITOL BLDG DOME        APPROX.12.4 KM 0063728.5 |
 LG1155| LG1114 LINCOLN SAFETY PATROL RAD MAST      APPROX. 7.1 KM 0092202.3 |
 LG1155| CL7527 SALTILLO WEST BASE RM 1              10.982 METERS 05438     |
 LG1155| CL7530 SALTILLO WEST BASE RM 4              37.814 METERS 06642     |
 LG1155| LG1156 JAMMAICA CHURCH SPIRE               APPROX. 2.2 KM 0883920.8 |
 LG1155| LG1158 SALTILLO WEST BASE AZ MK            APPROX. 1.4 KM 2714502.5 |
 LG1155| CL7528 SALTILLO WEST BASE RM 2              18.611 METERS 33412     |
 LG1155| LG1157 MP 55 7                             APPROX. 2.0 KM 3504334.7 |
 LG1155| LG1112 LINCOLN STATE HOSPITAL TANK         APPROX. 8.6 KM 3515335.5 |
 LG1155|---------------------------------------------------------------------|
 LG1155
 LG1155                          SUPERSEDED SURVEY CONTROL
 LG1155
 LG1155  NAD 83(1986)-  40 41 49.87020(N)    096 42 59.96253(W) AD(       ) 1
 LG1155  NAD 27      -  40 41 49.86500(N)    096 42 58.89600(W) AD(       ) 1
 LG1155
 LG1155.Superseded values are not recommended for survey control.
 LG1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1155.See file dsdata.txt to determine how the superseded data were derived.
 LG1155
 LG1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9291707650(NAD 83)
 LG1155_MARKER: DS = TRIANGULATION STATION DISK
 LG1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1155_STAMPING: SALTILLO WEST BASE 1947
 LG1155_MARK LOGO: CGS   
 LG1155_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LG1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1155+STABILITY: SURFACE MOTION
 LG1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1155+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1996
 LG1155
 LG1155  HISTORY     - Date     Condition        Report By
 LG1155  HISTORY     - 1947     MONUMENTED       CGS
 LG1155  HISTORY     - 1959     GOOD             CGS
 LG1155  HISTORY     - 1976     GOOD             NEDR
 LG1155  HISTORY     - 1976     GOOD             NGS
 LG1155  HISTORY     - 1981     GOOD             LOCENG
 LG1155  HISTORY     - 19960909 GOOD             NGS
 LG1155
 LG1155                          STATION DESCRIPTION
 LG1155
 LG1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1155'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF LINCOLN, 0.8 MILE
 LG1155'WEST OF U.S. HIGHWAY NO. 77, 86 FEET SOUTH OF THE CENTER OF A
 LG1155'GRAVELED ROAD, 28 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 LG1155'A BARN, AND 21 FEET NORTH OF THE CENTER OF A WINDMILL AND
 LG1155'WELLPUMP.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 LG1155'SALTILLO WEST BASE 1947.
 LG1155'
 LG1155'REFERENCE MARK NO. 1 IS 67 FEET SOUTH OF THE CENTER OF A GRAVELED
 LG1155'ROAD, 30 FEET SOUTH OF A FENCE CORNER, 27 FEET NORTH-NORTHWEST OF
 LG1155'THE NORTHWEST CORNER OF A FARM HOUSE, AND 1 FOOT EAST OF A WIRE
 LG1155'FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED SALTILLO WEST BASE
 LG1155'NO 1 1947.
 LG1155'
 LG1155'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE CENTER OF A GRAVELED
 LG1155'ROAD, 13.3 FEET NORTH OF THE NORTHEAST CORNER OF A BARN, 2 FEET
 LG1155'SOUTH OF AN EAST-WEST FENCE LINE, AND 1.5 FEET SOUTHWEST OF A
 LG1155'WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED SALTILLO WEST
 LG1155'BASE NO 2 1947.
 LG1155'
 LG1155'AZIMUTH MARK IS ON THE EAST SLOPE OF A NORTH-SOUTH RIDGE, 35 FEET
 LG1155'NORTH OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET EAST OF A WITNESS
 LG1155'POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS
 LG1155'4 INCHES AND IS STAMPED SALTILLO WEST BASE 1947.
 LG1155'
 LG1155'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO SOUTH
 LG1155'ON U.S. HIGHWAY NO. 77 FOR 8.2 MILES TO A CROSSROAD, JUST SOUTH
 LG1155'OF TURNPIKE NIGHT CLUB, TURN RIGHT, WEST, ON GRAVELED ROAD AND
 LG1155'GO 0.8 MILE TO A FARM HOUSE AND STATION ON THE LEFT AS DESCRIBED.
 LG1155'
 LG1155'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED
 LG1155'ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LG1155'
 LG1155'AN 87 FOOT SIGNAL AT PEN IS VISIBLE AT 4 FEET.
 LG1155'
 LG1155'A 74 FOOT SIGNAL AT CHENEY IS VISIBLE AT 24 FEET.
 LG1155'
 LG1155'A 74 FOOT SIGNAL AT SALTILLO EAST BASE IS VISIBLE AT 15 FEET.
 LG1155'
 LG1155'A 74 FOOT SIGNAL AT LONE STAR IS VISIBLE AT 37 FEET.
 LG1155'
 LG1155'A 74 FOOT SIGNAL AT JAMAICA IS VISIBLE AT 24 FEET.
 LG1155'
 LG1155'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG1155
 LG1155                          STATION RECOVERY (1959)
 LG1155
 LG1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 LG1155'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF LINCOLN, 0.8 MILE
 LG1155'WEST OF U.S. HIGHWAY NO. 77, 86 FEET SOUTH OF A GRAVELED ROAD,
 LG1155'28 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, AND 18
 LG1155'FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF A SQUARE PUMP
 LG1155'HOUSE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED SALTILLO
 LG1155'WEST BASE 1947.
 LG1155'
 LG1155'REFERENCE MARK NO. 1 IS 67 FEET SOUTH OF THE CENTER OF A
 LG1155'GRAVELED ROAD, 27 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF
 LG1155'A FARM HOUSE, AND 3 FEET EAST OF A LOW STONE RETAINING WALL.  IT
 LG1155'IS SET FLUSH WITH THE GROUND AND IS STAMPED SALTILLO WEST BASE
 LG1155'NO. 1 1947.
 LG1155'
 LG1155'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE CENTER OF A
 LG1155'GRAVELED ROAD, 13.3 FEET NORTH OF THE NORTHEAST CORNER OF A
 LG1155'BARN, AND 45 FEET WEST OF THE CENTER OF THE DRIVEWAY TO A FARM
 LG1155'HOUSE, AND 1.5 FEET SOUTHWEST OF A WITNESS POST.  IT PROJECTS 5
 LG1155'INCHES AND IS STAMPED SALTILLO WEST BASE NO. 2 1947.
 LG1155'
 LG1155'AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 LG1155
 LG1155                          STATION RECOVERY (1976)
 LG1155
 LG1155'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1976 (HED)
 LG1155'REFER TO QUAD 400964 PAGE 1036 STATION REF 3 REF 4 AND AZIMUTH FOUND
 LG1155'IN GOOD CONDITION.
 LG1155'
 LG1155'NEAREST TOWN--LINCOLN.
 LG1155
 LG1155                          STATION RECOVERY (1976)
 LG1155
 LG1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LG1155'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 LG1155'GOOD CONDITION.  REFERENCE MARK 1 CONCRETE MONUMENT WAS FOUND LYING
 LG1155'IN A ROAD DITCH AND REFERENCE MARK 2 WAS NOT FOUND.  REFERENCE
 LG1155'MARKS 3 AND 4 WERE ESTABLISHED THIS DATE AND A POLARIS OBSERVATION
 LG1155'WAS MADE THE 9/21/76.  DUE TO AREA CHANGES A NEW COMPLETE
 LG1155'DESCRIPTION FOLLOWS--
 LG1155'
 LG1155'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH OF LINCOLN AND 0.6 MILE
 LG1155'WEST OF US HIGHWAY 77, IN THE YARD OF PROPERTY OWNED BY MR. AND
 LG1155'MRS. DON TUTTLETON, RT. 1, BOX 52 ROCA, NEBRASKA, 68430.
 LG1155'
 LG1155'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 77 AND STATE
 LG1155'HIGHWAY 2 AT THE SOUTH EDGE OF LINCOLN, GO SOUTH ON HIGHWAY 77 FOR
 LG1155'5.6 MILES TO A CROSSROAD, (SALTILLO ROAD).  TURN RIGHT AND GO WEST
 LG1155'ON THE GRAVELED ROAD FOR 0.6 MILE TO TOP OF HILL, A HOUSE AND
 LG1155'STATION ON THE LEFT.
 LG1155'
 LG1155'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED SALTILLO WEST
 LG1155'BASE 1947, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS
 LG1155'2 INCHES BELOW THE GROUND SURFACE.  IT IS 82.8 FEET WEST-NORTHWEST
 LG1155'OF THE NORTHEAST CORNER OF THE HOUSE, 71 FEET SOUTHWEST OF A POWER
 LG1155'POLE WITH TRANSFORMER AND 51.5 FEET NORTHWEST OF THE NORTHWEST
 LG1155'CORNER OF THE HOUSE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 LG1155'
 LG1155'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1155'SALTILLO WEST BASE 1947 NO 3 1976, AND SET FLUSH WITH THE GROUND
 LG1155'SURFACE.  IT IS 100.6 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 LG1155'OF THE HOUSE, 34 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND
 LG1155'8.4 FEET NORTHEAST OF A SMALL PINE TREE.
 LG1155'
 LG1155'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG1155'SALTILLO WEST BASE 1947 NO 4 1976, AND SET FLUSH WITH THE GROUND
 LG1155'SURFACE.  IT IS 88.4 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 LG1155'OF THE HOUSE, 68.5 FEET EAST OF THE POWER POLE WITH TRANSFORMER, 56
 LG1155'FEET WEST OF A GRAVELED ROAD LEADING SOUTH, 40 FEET SOUTH OF THE
 LG1155'CENTER OF THE GRAVELED ROAD AND 33.8 FEET NORTHEAST OF AN 18-INCH
 LG1155'MAPLE TREE.
 LG1155'
 LG1155'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SALTILLO WEST BASE 1947,
 LG1155'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 LG1155'INCHES ABOVE THE GROUND SURFACE.  THE AZIMUTH MARK IS 33 FEET NORTH
 LG1155'OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT NORTH OF A METAL
 LG1155'WITNESS POST AND IN AN EAST-WEST FENCELINE.
 LG1155'
 LG1155'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 LG1155'ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT AND ON THE EAST
 LG1155'SLOPE OF THE HILL.
 LG1155'
 LG1155'MP 55-7 IS A STANDARD NEBRASKA DEPARTMENT OF ROADS DISK, STAMPED MP
 LG1155'55-7, SET IN THE TOP OF AN 8 INCH ROUND CONCRETE POST THAT IS FLUSH
 LG1155'WITH THE GROUND SURFACE.  IT IS 42 FEET NORTH-NORTHWEST OF A NORTH
 LG1155'END GATE POST, 30.6 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LG1155'GRAVELED ROAD, 14.7 FEET SOUTH-SOUTHWEST OF A NAIL IN THE SOUTHWEST
 LG1155'POLE OF DOUBLE POLES, 4.3 FEET WEST OF A FENCE AND 3.3 FEET WEST
 LG1155'OF A METAL WITNESS POST.
 LG1155'
 LG1155'TO REACH MP 55-7 FROM THE STATION, GO WEST ON THE GRAVELED ROAD
 LG1155'FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON A
 LG1155'GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD, CONTINUE NORTH ON THE
 LG1155'GRAVELED ROAD FOR 0.2 MILE TO TOP OF HILL AND MP 55-7 ON THE
 LG1155'RIGHT.
 LG1155'
 LG1155'NOTE--OBTAIN PERMISSION FROM PROPERTY OWNERS TO USE THIS STATION AND
 LG1155'DO NOT DRIVE VEHICLE IN THE YARD.
 LG1155'
 LG1155'A 3/4 INCH RE-BAR, 3 FOOT LONG WAS DRIVEN INTO THE GROUND BESIDE THE
 LG1155'STATION MARK.
 LG1155'
 LG1155'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8.0 MILES
 LG1155'SOUTH OF LINCOLN.
 LG1155
 LG1155                          STATION RECOVERY (1981)
 LG1155
 LG1155'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JM)
 LG1155'SALTILLO WEST BASE 1947 RECOVERED (GOOD).  (STATION MARK)
 LG1155'
 LG1155'SALTILLO WEST BASE 1947 (AZI) FOUND LOOSE BELIEVED TO BE CRACKED
 LG1155'UNDER SURFACE.
 LG1155'
 LG1155'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI S. OF LINCOLN.
 LG1155
 LG1155                          STATION RECOVERY (1996)
 LG1155
 LG1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAO)
 LG1155'THE STATION WAS VISITED AND IS IN GOOD CONDITION.  REFERENCE MARKS 3
 LG1155'AND 4 AND THE AZIMUTH MARK WERE DESTROYED ON THIS DATE BY ROAD
 LG1155'CONSTRUCTION.  A MARK KNOWN AS MP 55-7 THAT HAD BEEN USED AS AN
 LG1155'ADITIONAL AZIMUTH OBJECT WAS FOUND DESTROYED.  DUE TO TREE GROWTH AND
 LG1155'BUILDINGS, THERE IS LIMITED GROUND VISIBILTY FROM THE STATION. DISTANT
 LG1155'LANDMARKS WILL SERVE AS AZIMUTH OBJECTS.  NO NEW MARKS WERE
 LG1155'ESTABLISHED.  IT WAS NOTED THERE IS A CHANGE OF PROPERTY OWNERSHIP AND
 LG1155'THE MARK IS NOW SITUATED UNDER A RAISED FLOWER/SHRUBBERY BED. THE
 LG1155'CURRENT PROPERTY OWNER IS LOREN SAATHOFF, RTE 1, BOX 52, ROCA,
 LG1155'NEBRASKA, 68430.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0774 ***********************************************************************
 NN0774  DESIGNATION -  SALZMAN RESET
 NN0774  PID         -  NN0774
 NN0774  STATE/COUNTY-  NE/BROWN
 NN0774  USGS QUAD   -  LOST LAKE RANCH (1982)
 NN0774
 NN0774                         *CURRENT SURVEY CONTROL
 NN0774  ___________________________________________________________________
 NN0774* NAD 83(1995)-  42 27 34.32586(N)    099 53 25.13636(W)     ADJUSTED  
 NN0774* NAVD 88     -       815.     (meters)    2674.     (feet)  SCALED    
 NN0774  ___________________________________________________________________
 NN0774  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 NN0774  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 NN0774
 NN0774  HORZ ORDER  -  SECOND
 NN0774
 NN0774.The horizontal coordinates were established by classical geodetic methods
 NN0774.and adjusted by the National Geodetic Survey in August 1997..
 NN0774
 NN0774.The orthometric height was scaled from a topographic map.
 NN0774
 NN0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0774
 NN0774.The geoid height was determined by GEOID03.
 NN0774
 NN0774;                    North         East     Units Scale Factor Converg.
 NN0774;SPC NE       -   291,594.605   509,019.924   MT  0.99979726   +0 04 21.7
 NN0774;UTM  14      - 4,701,183.867   426,798.789   MT  0.99966593   -0 36 03.8
 NN0774
 NN0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0774!SPC NE       -   0.99987566  x   0.99979726  =   0.99967295
 NN0774!UTM  14      -   0.99987566  x   0.99966593  =   0.99954164
 NN0774
 NN0774:                Primary Azimuth Mark                     Grid Az
 NN0774:SPC NE       -  AINSWORTH MUNICIPAL TANK                 011 06 11.8
 NN0774:UTM  14      -  AINSWORTH MUNICIPAL TANK                 011 46 37.3
 NN0774
 NN0774|---------------------------------------------------------------------|
 NN0774| PID    Reference Object                     Distance      Geod. Az  |
 NN0774|                                                           dddmmss.s |
 NN0774| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.10.2 KM 0111033.5 |
 NN0774| CO4445 SALZMAN RM 1                         18.812 METERS 05131     |
 NN0774| CO4443 SALZMAN AZ MK                                      1275912.1 |
 NN0774| CO4444 SALZMAN AZ MK RESET                                1275903.5 |
 NN0774| CO4446 SALZMAN RM 2                         22.396 METERS 15120     |
 NN0774|---------------------------------------------------------------------|
 NN0774
 NN0774                          SUPERSEDED SURVEY CONTROL
 NN0774
 NN0774  NAD 83(1986)-  42 27 34.33122(N)    099 53 25.14798(W) AD(       ) 2
 NN0774  NAD 27      -  42 27 34.33200(N)    099 53 23.70100(W) AD(       ) 2
 NN0774
 NN0774.Superseded values are not recommended for survey control.
 NN0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0774.See file dsdata.txt to determine how the superseded data were derived.
 NN0774
 NN0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN2679901184(NAD 83)
 NN0774_MARKER: DS = TRIANGULATION STATION DISK
 NN0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0774
 NN0774  HISTORY     - Date     Condition        Report By
 NN0774  HISTORY     - 1949     MONUMENTED       CGS
 NN0774  HISTORY     - 1957     GOOD             CGS
 NN0774  HISTORY     - 1967     SEE DESCRIPTION  USAF
 NN0774  HISTORY     - 1972     SEE DESCRIPTION  NGS
 NN0774
 NN0774                          STATION DESCRIPTION
 NN0774
 NN0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0774'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH AND 2.0 MILES
 NN0774'WEST OF AINSWORTH, ON TOP OF THE HIGHEST SAND HILL IN THE
 NN0774'VICINITY.  IT IS ABOUT 150.0 FEET EAST OF A FENCE AND 5.0 FEET
 NN0774'SOUTH-SOUTHEAST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 NN0774'STAMPED SALZMAN 1949.
 NN0774'
 NN0774'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL ABOUT
 NN0774'2.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 6
 NN0774'INCHES AND IS STAMPED SALZMAN NO 1 1949.
 NN0774'
 NN0774'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE HILL ABOUT
 NN0774'2.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 6
 NN0774'INCHES AND IS STAMPED SALZMAN NO 2 1949.
 NN0774'
 NN0774'THE AZIMUTH MARK IS 60.5 FEET NORTHEAST OF THE CENTER OF A
 NN0774'CROSSROAD, 40.0 FEET EAST OF THE CENTER OF STATE ROUTE NO. 7,
 NN0774'31.5 FEET NORTH OF A FENCE CORNER, AND 22.0 FEET NORTH-NORTHEAST
 NN0774'OF A TELEPHONE POLE, AND 2.6 FEET NORTH OF A WITNESS POST, AND
 NN0774'0.8 OF A FOOT WEST OF A FENCE.  IT PROJECTS 4 INCHES AND IS
 NN0774'STAMPED SALZMAN 1949.
 NN0774'
 NN0774'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH,
 NN0774'GO SOUTH ON STATE ROUTE NO. 7 FOR 6.25 MILES TO A WIRE GATE
 NN0774'ON THE RIGHT AT THE TOP OF A LARGE HILL, TURN RIGHT THROUGH WIRE
 NN0774'GATE AND GO WESTERLY ACROSS A PASTURE FOR 1.1 MILES TO THE
 NN0774'HIGHEST POINT OF A LARGE SAND HILL AND THE STATION AS DESCRIBED.
 NN0774'
 NN0774'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ACROSS A
 NN0774'PASTURE FOR 1.1 MILES TO A WIRE GATE, PASS THROUGH WIRE GATE
 NN0774'AND TURN RIGHT AND GO SOUTH ON STATE ROUTE NO. 7 FOR 1.0 MILE
 NN0774'TO A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NN0774'
 NN0774'A 4 FOOT SIGNAL AT STATION LONG PINE IS VISIBLE AT 4 FEET.
 NN0774'
 NN0774'AN 87 FOOT SIGNAL AT STATION PARKS IS VISIBLE AT 4 FEET.
 NN0774'
 NN0774'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0774
 NN0774                          STATION RECOVERY (1957)
 NN0774
 NN0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 NN0774'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NN0774'GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG STATE HIGHWAY 7
 NN0774'WILL DESTROY THE AZIMUTH MARK.  IT WAS MOVED ON LINE AWAY FROM
 NN0774'THE STATION A DISTANCE OF 32 FEET.  THE 1949 DESCRIPTION BY
 NN0774'R.L.E. IS ADEQUATE.  A SHORT DESCRIPTION FOR THE AZIMUTH MARK
 NN0774'FOLLOWS.
 NN0774'
 NN0774'AZIMUTH MARK (RESET) IS 1.5 MILES SOUTHEAST OF THE STATION, 60
 NN0774'FEET EAST OF THE CENTER OF STATE HIGHWAY 7, 39 FEET NORTH OF A
 NN0774'SECTION-LINE ROAD, 6 FEET NORTH OF A FENCE CORNER, AND 1 FOOT
 NN0774'WEST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 NN0774'STAMPED SALZMAN 1949 RESET 1957.
 NN0774'
 NN0774'TO REACH THE AZIMUTH MARK FROM THE RAILROAD STATION IN AINSWORTH,
 NN0774'GO SOUTH ON STATE HIGHWAY 7 FOR 7.0 MILES TO CROSSROADS AND THE
 NN0774'AZIMUTH MARK.
 NN0774
 NN0774                          STATION RECOVERY (1967)
 NN0774
 NN0774'RECOVERY NOTE BY US AIR FORCE 1967
 NN0774'STATION WAS FOUND LAYING ON ITS SIDE IN A SAUCER-SHAPED HOLE
 NN0774'ABOUT 12 FEET IN DIAMETER.  IT WAS ASSUMED THIS CAUSED BY
 NN0774'EROSION.  BOTH REFERENCE MARKS IN GOOD CONDITION.  ROUTE
 NN0774'DESCRIPTION IS ADEQUATE.
 NN0774
 NN0774                          STATION RECOVERY (1972)
 NN0774
 NN0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NN0774'THE SUB-SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK
 NN0774'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE
 NN0774'STATION MARK WAS BLOWN OUT OF THE GROUND AND TIPPED OVER.  THE
 NN0774'AZIMUTH MARK WAS PROJECTING 3 FEET ABOVE THE GROUND SURFACE.  THE
 NN0774'STATION MARKS AND THE AZIMUTH MARK WERE LOWERED THIS DATE.  THE
 NN0774'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS COMPARE
 NN0774'FAVORABLY WITH THE 1949 DATA.  THE DIRECTION TO THE AZIMUTH MARK
 NN0774'MISSES THE 1949 DIRECTION 11.0 SECONDS.  FOLLOWING ARE
 NN0774'ADDITIONAL NOTES FOR THE STATION MARK AND THE AZIMUTH MARK
 NN0774'AND A NEW DESCRIPTION FOR A ROUTE TO REACH THE STATION.
 NN0774'
 NN0774'THE STATION MARK IS IN A SAUCER-SHAPED HOLE, ABOUT 12 FEET IN
 NN0774'DIAMETER, ON TOP OF THE HIGHEST SAND HILL IN THE VICINITY.
 NN0774'
 NN0774'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SALZMAN 1949 RESET
 NN0774'1957 1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 NN0774'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 14.5
 NN0774'FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 9 FEET NORTHWEST
 NN0774'OF A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 NN0774'
 NN0774'TO REACH THE STATION FROM THE RAILROAD STATION IN AINSWORTH, GO
 NN0774'SOUTH ON STATE HIGHWAY 7 FOR 6.25 MILES TO A GATE AND A RADIO
 NN0774'MAST ON THE RIGHT AT THE TOP OF A HILL.  CONTINUE SOUTH ON
 NN0774'HIGHWAY 7 FOR 0.35 MILE TO A GATE ON THE RIGHT.  TURN RIGHT, PASS
 NN0774'THROUGH THE GATE AND GO WESTERLY ACROSS PASTURE FOR 1.1 MILES
 NN0774'TO THE TOP OF THE HIGHEST HILL AND THE STATION.  FROM THE GATE
 NN0774'MENTIONED ABOVE AT ENTRANCE INTO PASTURE,.  CONTINUE SOUTH ON
 NN0774'HIGHWAY 7 FOR 0.4 MILE TO A CROSSROAD AND THE AZIMUTH MARK IN
 NN0774'THE NORTHEAST ANGLE.
 NN0774'
 NN0774'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 NN0774'SOUTH AND 2 MILES WEST OF AINSWORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0678 ***********************************************************************
 NN0678  DESIGNATION -  SAND
 NN0678  PID         -  NN0678
 NN0678  STATE/COUNTY-  NE/HOLT
 NN0678  USGS QUAD   -  CHAMBERS EAST (1986)
 NN0678
 NN0678                         *CURRENT SURVEY CONTROL
 NN0678  ___________________________________________________________________
 NN0678* NAD 83(1995)-  42 14 01.85361(N)    098 39 29.00476(W)     ADJUSTED  
 NN0678* NAVD 88     -       643.     (meters)    2110.     (feet)  SCALED    
 NN0678  ___________________________________________________________________
 NN0678  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 NN0678  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 NN0678
 NN0678  HORZ ORDER  -  SECOND
 NN0678
 NN0678.The horizontal coordinates were established by classical geodetic methods
 NN0678.and adjusted by the National Geodetic Survey in August 1997..
 NN0678
 NN0678.The orthometric height was scaled from a topographic map.
 NN0678
 NN0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0678
 NN0678.The geoid height was determined by GEOID03.
 NN0678
 NN0678;                    North         East     Units Scale Factor Converg.
 NN0678;SPC NE       -   267,384.864   610,739.687   MT  0.99973929   +0 53 21.5
 NN0678;UTM  14      - 4,675,797.248   528,215.012   MT  0.99960979   +0 13 47.4
 NN0678
 NN0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0678!SPC NE       -   0.99990290  x   0.99973929  =   0.99964222
 NN0678!UTM  14      -   0.99990290  x   0.99960979  =   0.99951273
 NN0678
 NN0678:                Primary Azimuth Mark                     Grid Az
 NN0678:SPC NE       -  SAND AZ MK                               122 00 05.1
 NN0678:UTM  14      -  SAND AZ MK                               122 39 39.2
 NN0678
 NN0678|---------------------------------------------------------------------|
 NN0678| PID    Reference Object                     Distance      Geod. Az  |
 NN0678|                                                           dddmmss.s |
 NN0678| CO4453 SAND AZ MK                                         1225326.6 |
 NN0678| CO4454 SAND RM 1                             8.900 METERS 17413     |
 NN0678| CO4455 SAND RM 2                             7.397 METERS 26337     |
 NN0678|---------------------------------------------------------------------|
 NN0678
 NN0678                          SUPERSEDED SURVEY CONTROL
 NN0678
 NN0678  NAD 83(1986)-  42 14 01.85798(N)    098 39 29.01152(W) AD(       ) 2
 NN0678  NAD 27      -  42 14 01.84000(N)    098 39 27.70000(W) AD(       ) 2
 NN0678
 NN0678.Superseded values are not recommended for survey control.
 NN0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0678.See file dsdata.txt to determine how the superseded data were derived.
 NN0678
 NN0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM2821575797(NAD 83)
 NN0678_MARKER: DS = TRIANGULATION STATION DISK
 NN0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0678
 NN0678  HISTORY     - Date     Condition        Report By
 NN0678  HISTORY     - 1949     MONUMENTED       CGS
 NN0678  HISTORY     - 1974     GOOD             USGS
 NN0678  HISTORY     - 1975     GOOD             NGS
 NN0678
 NN0678                          STATION DESCRIPTION
 NN0678
 NN0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0678'THE STATION IS LOCATED ABOUT 16.0 MILES SOUTH OF O NEIL, 5.0
 NN0678'MILES NORTHEAST OF CHAMBERS AND 0.45 MILE WEST OF U.S. HIGHWAY
 NN0678'281 ON THE RIGHT-OF-WAY OF AN ABANDONED SECTION LINE ROAD.
 NN0678'IT IS ON THE HIGHEST POINT OF HILL, 45 FEET NORTH OF EAST-WEST
 NN0678'FENCE LINE AND 13 FEET SOUTH OF EAST-WEST FENCE LINE.  IT IS
 NN0678'STAMPED SAND 1949 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 NN0678'
 NN0678'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, ON THE SOUTH
 NN0678'SLOPE OF THE HILL ABOUT 3 FEET LOWER THAN THE STATION AND 15 FEET
 NN0678'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED SAND NO 1 1949 AND
 NN0678'SET FLUSH WITH THE SURFACE OF THE GROUND.
 NN0678'
 NN0678'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 12 FEET SOUTH OF
 NN0678'EAST-WEST FENCE LINE AND 46 FEET NORTH OF EAST-WEST FENCE LINE.
 NN0678'IT IS STAMPED SAND NO 2 1949 AND SET FLUSH WITH THE SURFACE
 NN0678'OF THE GROUND.
 NN0678'
 NN0678'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 36.5 FEET
 NN0678'WEST OF THE CENTER OF U.S. HIGHWAY 281, 1 FOOT NORTH OF WITNESS
 NN0678'POST AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 NN0678'SAND 1949 AND PROJECTS 5 INCHES.
 NN0678'
 NN0678'TO REACH THE STATION FROM THE POST OFFICE IN CHAMBERS, GO EAST
 NN0678'ON STATE HIGHWAY 95 FOR 5.0 MILES TO THE JUNCTION WITH U.S.
 NN0678'HIGHWAY 281, TURN LEFT AND GO NORTH ON U.S. HIGHWAY 281 FOR
 NN0678'1.8 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 NN0678'NORTH ON U.S. HIGHWAY 281 FOR 0.2 MILE TO CROSSROADS, TURN
 NN0678'LEFT AND GO WEST ON ABANDONED ROAD FOR 0.05 MILE TO WIRE GATE
 NN0678'ON LEFT AND WIRE GATE STRAIGHT AHEAD, GO THROUGH GATE STRAIGHT
 NN0678'AHEAD AND GO WEST UP OLD ROAD FOR 0.4 MILE TO HIGHEST POINT
 NN0678'OF HILL AND STATION AS DESCRIBED.
 NN0678'
 NN0678'A 74 FOOT SIGNAL AT STATION MILLS IS VISIBLE AT 4 FEET.
 NN0678'
 NN0678'A 47 FOOT SIGNAL AT STATION MC CLURL 1900 IS VISIBLE AT 4
 NN0678'FEET.
 NN0678'
 NN0678'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 4 FEET.
 NN0678'
 NN0678'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NN0678
 NN0678                          STATION RECOVERY (1974)
 NN0678
 NN0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DWB)
 NN0678'STATION SURFACE MARK AND AZIMUTH MARK ARE OK.
 NN0678'
 NN0678'R.M. 1 AND R.M. 2 WERE NOT RECOVERED.
 NN0678
 NN0678                          STATION RECOVERY (1975)
 NN0678
 NN0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NN0678'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 NN0678'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING
 NN0678'ARE ADDITIONAL NOTES FOR EAISER RECOVERY OF THE MARKS AND A
 NN0678'DESCRIPTION OF A NEW ROUTE TO REACH THE STATION.
 NN0678'
 NN0678'THE STATION MARK IS FLUSH WITH THE GROUND IN A SMALL BLOW OUT
 NN0678'ON THE TOP OF A HIGH SAND RIDGE.  IT IS 3 FEET WEST OF A METAL
 NN0678'WITNESS POST.
 NN0678'
 NN0678'REFERENCE MARK 1 IS ON THE SOUTH SLOPE OF THE RIDGE, 6 INCHES
 NN0678'BELOW THE GROUND SURFACE AND 1 FOOT WEST OF A METAL WITNESS
 NN0678'POST.
 NN0678'
 NN0678'REFERENCE MARK 2 IS ON TOP OF THE SAND RIDGE, ABOUT 2 FEET
 NN0678'LOWER THAT THE STATION, 12 INCHES BELOW THE GROUND SURFACE
 NN0678'AND 1 FOOT EAST OF A METAL WITNESS POST.
 NN0678'
 NN0678'THE AZIMUTH MARK IS 85 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 NN0678'281, 32 FEET SOUTH OF A POWER POLE, 1 FOOT NORTH OF A METAL
 NN0678'WITNESS POST AND IN A NORTH-SOUTH FENCELINE.
 NN0678'
 NN0678'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 NN0678'AND STATE HIGHWAY 95, ABOUT 5.0 MILES EAST OF CHAMBERS, GO
 NN0678'NORTH ON HIGHWAY 281 FOR 1.8 MILES TO THE AZIMUTH MARK ON THE
 NN0678'LEFT.  CONTINUE NORTH ON HIGHWAY 281 FOR 0.2 MILE TO AN ABANDONED
 NN0678'COUNTY ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON OLD ROAD
 NN0678'FOR 0.3 MILE TO A CORNER FENCE POST ON THE LEFT.  TURN LEFT
 NN0678'AND GO SOUTH ALONG FENCE FOR 0.1 MILE TO A CORNER FENCE POST.
 NN0678'TURN RIGHT AND GO WEST FOR 0.1 MILE, THEN TURN RIGHT, LEAVE
 NN0678'FENCELINE AND GO NORTH FOR 0.1 MILE TO BASE OF SAND RIDGE
 NN0678'AND THE STATION ON TOP OF RIDGE.  A 4-WHEEL DRIVE VEHICLE
 NN0678'IS RECOMMENDED TO TRAVEL TO THIS STATION.
 NN0678'
 NN0678'THIS STATION WAS NOT OCCUPIED THIS DATE FOR DIRECTION OBSERVATIONS.
 NN0678'
 NN0678'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.0
 NN0678'MILES NORTHEAST OF CHAMBERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0400 ***********************************************************************
 NO0400  DESIGNATION -  SAND
 NO0400  PID         -  NO0400
 NO0400  STATE/COUNTY-  NE/CHERRY
 NO0400  USGS QUAD   -  SPARKS (1983)
 NO0400
 NO0400                         *CURRENT SURVEY CONTROL
 NO0400  ___________________________________________________________________
 NO0400* NAD 83(1995)-  42 59 45.75954(N)    100 15 07.17932(W)     ADJUSTED  
 NO0400* NAVD 88     -       752.33   (+/-2cm)    2468.3    (feet)  VERTCON   
 NO0400  ___________________________________________________________________
 NO0400  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 NO0400  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 NO0400
 NO0400  HORZ ORDER  -  SECOND
 NO0400  VERT ORDER  -  THIRD ? (See Below)
 NO0400
 NO0400.The horizontal coordinates were established by classical geodetic methods
 NO0400.and adjusted by the National Geodetic Survey in August 1997..
 NO0400
 NO0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0400.The vertical order pertains to the NGVD 29 superseded value.
 NO0400
 NO0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0400
 NO0400.The geoid height was determined by GEOID03.
 NO0400
 NO0400;                    North         East     Units Scale Factor Converg.
 NO0400;SPC NE       -   351,211.740   479,450.893   MT  0.99999819   -0 10 01.2
 NO0400;SPC SD S     -    73,624.953   606,632.662   MT  0.99996545   +0 03 22.0
 NO0400;SPC SD S     -   241,551.20  1,990,260.66   sFT  0.99996545   +0 03 22.0
 NO0400;UTM  14      - 4,761,135.976   397,944.883   MT  0.99972813   -0 51 13.9
 NO0400
 NO0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0400!SPC NE       -   0.99988564  x   0.99999819  =   0.99988383
 NO0400!SPC SD S     -   0.99988564  x   0.99996545  =   0.99985109
 NO0400!UTM  14      -   0.99988564  x   0.99972813  =   0.99961380
 NO0400
 NO0400|---------------------------------------------------------------------|
 NO0400| PID    Reference Object                     Distance      Geod. Az  |
 NO0400|                                                           dddmmss.s |
 NO0400| CO4451 SAND RM 1                            96.165 METERS 16550     |
 NO0400| CO4452 SAND RM 2                           112.319 METERS 21903     |
 NO0400| CO4450 SAND AZ MK                                         3041844.5 |
 NO0400|---------------------------------------------------------------------|
 NO0400
 NO0400                          SUPERSEDED SURVEY CONTROL
 NO0400
 NO0400  NAD 83(1986)-  42 59 45.76306(N)    100 15 07.19276(W) AD(       ) 2
 NO0400  NAD 27      -  42 59 45.74000(N)    100 15 05.73400(W) AD(       ) 2
 NO0400  NGVD 29 (07/19/86)  752.01   (m)         2467.2    (f) LEVELING    3  
 NO0400
 NO0400.Superseded values are not recommended for survey control.
 NO0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0400.See file dsdata.txt to determine how the superseded data were derived.
 NO0400
 NO0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN9794561136(NAD 83)
 NO0400_MARKER: DS = TRIANGULATION STATION DISK
 NO0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0400
 NO0400  HISTORY     - Date     Condition        Report By
 NO0400  HISTORY     - 1936     MONUMENTED       CGS
 NO0400
 NO0400                          STATION DESCRIPTION
 NO0400
 NO0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 NO0400'STATION IS ABOUT 17 MILES AIRLINE NORTHEAST OF VALENTINE,
 NO0400'NEBR., ABOUT 47 MILES BY ROAD SOUTHEAST OF MISSION, S.DAK.,
 NO0400'AT HIGHEST POINT OF HILL IN PASTURE LAND, 0.15 MILE SOUTH OF
 NO0400'THE NEBRASKA-SOUTH DAKOTA STATE LINE, 1-1/4 MILES EAST OF
 NO0400'WHITE HOUSE AND RED BARNS, WHICH ARE AT EAST SIDE OF NORTH-SOUTH
 NO0400'DIRT ROAD, 0.15 MILE SOUTHEAST OF GROVE OF TREES.  THE MARK
 NO0400'PROJECTS 8 INCHES.
 NO0400'
 NO0400'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION.  THE
 NO0400'MARK PROJECTS 4 INCHES.
 NO0400'
 NO0400'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION.  THE MARK PROJECTS
 NO0400'4 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS
 NO0400'31.02 FEET.
 NO0400'
 NO0400'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 16 FEET NORTH
 NO0400'OF CENTERLINE OF FARM ROAD WHERE ROAD TURNS EAST THROUGH GATE,
 NO0400'12 FEET NORTH OF GATEPOST, 1 FOOT EAST OF FENCE LINE.  THE
 NO0400'MARK PROJECTS 6 INCHES.
 NO0400'
 NO0400'TO REACH THE STATION FROM VALENTINE, GO NORTH FROM JUNCTION
 NO0400'OF U.S. HIGHWAY 183 AND STATE HIGHWAY 7 FOR 0.1 MILE.  TURN
 NO0400'EAST ON STATE 7 AND FOLLOW IT NORTH AND EAST FOR 17.6 MILES
 NO0400'TO CROSSROADS, THENCE NORTH (LEFT) ON DIRT ROAD FOR 3.1 MILES
 NO0400'TO CROSSROADS AND WHITE SCHOOLHOUSE IN SOUTHEAST ANGLE, THENCE
 NO0400'EAST 1.55 MILES TO CROSSROADS.  TURN NORTH AND GO 0.65 MILE
 NO0400'TO WHITE HOUSE AND RED BARNS ON EAST SIDE OF ROAD, TURN EAST
 NO0400'INTO FARM LANE AND PASS THROUGH BARN LOT AND FOLLOW FARM ROAD
 NO0400'EAST FOR 1.1 MILE TO GATE.  PASS THROUGH GATE AND TURN NORTH
 NO0400'ON LANE 0.1 MILE TO GATE IN NORTH-SOUTH FENCE LINE, THENCE
 NO0400'EAST 0.2 MILE TO WEST SIDE OF GROVE OF TREES.  LEAVE ROAD
 NO0400'AND GO SOUTH 0.15 MILE TO TOP OF HILL AND STATION.
 NO0400'
 NO0400'SIGNALS SHOWN FROM THE GROUND AT BARNETT AND CLEARFIELD ARE
 NO0400'VISIBLE FROM THE GROUND.
 NO0400'
 NO0400'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NO0400'BRONZE DISKS SET AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1964 ***********************************************************************
 MK1964  DESIGNATION -  SAND
 MK1964  PID         -  MK1964
 MK1964  STATE/COUNTY-  NE/BURT
 MK1964  USGS QUAD   -  TEKAMAH NW (1970)
 MK1964
 MK1964                         *CURRENT SURVEY CONTROL
 MK1964  ___________________________________________________________________
 MK1964* NAD 83(1995)-  41 56 34.55105(N)    096 14 30.05252(W)     ADJUSTED  
 MK1964* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 MK1964  ___________________________________________________________________
 MK1964  LAPLACE CORR-          -9.90  (seconds)                    DEFLEC99
 MK1964  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 MK1964
 MK1964  HORZ ORDER  -  FIRST
 MK1964
 MK1964.The horizontal coordinates were established by classical geodetic methods
 MK1964.and adjusted by the National Geodetic Survey in August 1997..
 MK1964
 MK1964.The orthometric height was scaled from a topographic map.
 MK1964
 MK1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1964
 MK1964.The geoid height was determined by GEOID03.
 MK1964
 MK1964;                    North         East     Units Scale Factor Converg.
 MK1964;SPC NE       -   240,991.758   811,462.175   MT  0.99968764   +2 29 26.3
 MK1964;UTM  14      - 4,647,120.145   728,650.957   MT  1.00024337   +1 50 39.9
 MK1964
 MK1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1964!SPC NE       -   0.99993971  x   0.99968764  =   0.99962737
 MK1964!UTM  14      -   0.99993971  x   1.00024337  =   1.00018307
 MK1964
 MK1964|---------------------------------------------------------------------|
 MK1964| PID    Reference Object                     Distance      Geod. Az  |
 MK1964|                                                           dddmmss.s |
 MK1964| CL7532 SAND RM 1                            26.944 METERS 02243     |
 MK1964| NM1662 ONAWA MUNICIPAL TANK                APPROX.15.4 KM 0521018.6 |
 MK1964| CL7531 SAND AZ MK                                         1442118.3 |
 MK1964| CL7533 SAND RM 2                            28.010 METERS 15813     |
 MK1964| MK1965 SANDIG                               23.565 METERS 33617     |
 MK1964|---------------------------------------------------------------------|
 MK1964
 MK1964                          SUPERSEDED SURVEY CONTROL
 MK1964
 MK1964  NAD 83(1986)-  41 56 34.55391(N)    096 14 30.05011(W) AD(       ) 1
 MK1964  NAD 27      -  41 56 34.60600(N)    096 14 28.97200(W) AD(       ) 1
 MK1964
 MK1964.Superseded values are not recommended for survey control.
 MK1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1964.See file dsdata.txt to determine how the superseded data were derived.
 MK1964
 MK1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2865147120(NAD 83)
 MK1964_MARKER: DS = TRIANGULATION STATION DISK
 MK1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1964_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1964
 MK1964  HISTORY     - Date     Condition        Report By
 MK1964  HISTORY     - 1934     MONUMENTED       CGS
 MK1964  HISTORY     - 1948     GOOD             CGS
 MK1964  HISTORY     - 1974     GOOD             LOCSUR
 MK1964
 MK1964                          STATION DESCRIPTION
 MK1964
 MK1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 MK1964'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF DECATUR, NEBRASKA,
 MK1964'NEAR THE CENTER OF THE NORTHWEST QUARTER OF SEC. 25, T. 23 N.,
 MK1964'R. 10 E., ON LAND OWNED AND OCCUPIED BY LAYTON ROGERS WHO
 MK1964'LIVES ABOUT ONE-QUARTER MILE SOUTH OF STATION.  STATION IS
 MK1964'ON BRUSH-COVERED KNOLL WHICH HAS HEAVY TIMBER AROUND ITS EDGES,
 MK1964'43 FEET SOUTHEAST OF TRIANGLE BLAZE ON LONE OAK TREE (14
 MK1964'INCHES IN DIAMETER) AND 35 FEET WEST OF NORTH-AND-SOUTH WIRE
 MK1964'FENCE.
 MK1964'
 MK1964'REACHED FROM TEKAMAH BY GOING NORTH ON U.S. HIGHWAY 73 E
 MK1964'11 MILES TO CROSSROADS AT TWO CULVERTS CROSSING HIGHWAY
 MK1964'75E AND A SMALL SQUARE FRAME FARMHOUSE WEST OF ROAD, LEAVE
 MK1964'HIGHWAY 73E, TURN LEFT AND GO WEST ON DIRT ROAD 0.7 MILE,
 MK1964'TURN RIGHT (NORTH) GO ABOUT 100 YARDS TO THE ROGER HOUSE.  FROM
 MK1964'HERE GO NORTH AND NORTHWEST ON UNIMPROVED ROAD UP VALLEY IN
 MK1964'PASTURE 0.2 MILE, THEN TAKE RIGHT FORK AND GO NORTH ON DIM
 MK1964'ROAD KEEPING TO THE NORTH SIDE OF THE BOTTOM OF THE VALLEY,
 MK1964'0.2 MILE TO TOP OF RIDGE, GO SOUTHEAST ALONG TOP OF RIDGE 0.1
 MK1964'MILE TO HIGHEST POINT AND STATION.  TO REACH FROM DECATUR,
 MK1964'GO SOUTH ON U.S. HIGHWAY 73E FOR 4.8 MILES TO CROSSROADS AT
 MK1964'THE TWO CULVERTS MENTIONED ABOVE, AND CONTINUE TO STATION
 MK1964'AS DIRECTED.
 MK1964'
 MK1964'REFERENCE MARK NO. 1 IS 26.938 METERS (88.38 FEET)
 MK1964'NORTHEAST OF STATION, ON NORTH-AND-SOUTH FENCE LINE AND
 MK1964'PROJECTS APPROXIMATELY 4 INCHES ABOVE SURFACE OF GROUND.
 MK1964'
 MK1964'REFERENCE MARK NO. 2 IS 28.010 METERS (91.90 FEET)
 MK1964'SOUTH-SOUTHEAST OF STATION, ON NORTH-AND-SOUTH FENCE LINE,
 MK1964'AND PROJECTS APPROXIMATELY 4 INCHES ABOVE SURFACE OF GROUND.
 MK1964'
 MK1964'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTH-SOUTHEAST
 MK1964'OF STATION AT FOOT OF LARGE HILL THAT EXTENDS EAST AND WEST.
 MK1964'REACHED FROM STATION BY GOING TO U.S. HIGHWAY 73E AT
 MK1964'CROSSROADS AT TWO CULVERTS, FROM HERE GO SOUTH ON HIGHWAY 73E
 MK1964'FOR 0.4 MILE TO FARMHOUSE ON RIGHT (END OF TRUCK TRAVEL).
 MK1964'FROM FARMHOUSE GO WEST-SOUTHWEST 0.2 MILE TO NORTH-AND-SOUTH
 MK1964'WIRE FENCE LINE, WHICH IS A DIVIDING PROPERTY LINE WITH
 MK1964'PASTURES ON BOTH SIDES.  MARK IS 180 FEET SOUTH OF
 MK1964'INTERSECTION OF NORTH-AND-SOUTH AND EAST-AND-WEST WIRE FENCES,
 MK1964'AND 3 FEET WEST OF NORTH-AND-SOUTH WIRE FENCE.  MARK
 MK1964'PROJECTS, APPROXIMATELY 5 INCHES ABOVE SURFACE OF GROUND.
 MK1964'
 MK1964'A TRAVERSE CONNECTION WAS MADE TO SANDIG (MO. R.C.) ALSO THE
 MK1964'DIRECTION WAS OBSERVED.  DISTANCE MEASURED 23.563 METERS (77.31
 MK1964'FEET).
 MK1964'
 MK1964'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 MK1964
 MK1964                          STATION RECOVERY (1948)
 MK1964
 MK1964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1964'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN
 MK1964'GOOD CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT
 MK1964'AZIMUTH MARK IS NOW IN A FIELD AND NO FENCES ARE NEAR.
 MK1964'
 MK1964'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHEAST OF DECATUR,
 MK1964'ON THE SUMMIT OF A BRUSH COVERED KNOLL WHICH HAS TIMBER ON ITS
 MK1964'SIDES.  IT IS ABOUT 0.25 MILE NORTH OF A FARM HOUSE, 43 FEET
 MK1964'SOUTHEAST OF A LONE OAK TREE WITH A TRIANGLE BLAZE AND 35
 MK1964'FEET WEST OF A NORTH-SOUTH FENCE.  THE MARK PROJECTS 6 INCHES AND
 MK1964'THE DISK IS STAMPED SAND 1934.
 MK1964'
 MK1964'REFERENCE MARK NO. 1 IS 88.40 FEET NORTHEAST OF THE STATION
 MK1964'AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES
 MK1964'AND THE DISK IS STAMPED SAND NO 1 1934.
 MK1964'
 MK1964'REFERENCE MARK NO. 2 IS 91.90 FEET SOUTH-SOUTHEAST OF THE
 MK1964'STATION AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS
 MK1964'6 INCHES AND THE DISK IS STAMPED SAND NO 2 1934.
 MK1964'
 MK1964'AZIMUTH MARK IS ABOUT 1.0 MILE SOUTH-SOUTHEAST OF THE STATION,
 MK1964'IN THE CENTER OF A FIELD, 180 PACES NORTH OF A T FENCE CORNER
 MK1964'AND 75 PACES SOUTH OF A LARGE TREE.  THE MARK PROJECTS 4
 MK1964'INCHES AND THE DISK IS STAMPED SAND AZI 1934.
 MK1964'
 MK1964'SANDIG (MORC) A TRAVERSE CONNECTION WAS MADE FROM STATION SAND
 MK1964'1934.  IT IS 77.32 FEET NORTHWEST OF THE STATION.  THE MARK IS
 MK1964'A 4 INCH IRON PIPE PROJECTING ABOUT 6 INCHES.
 MK1964'
 MK1964'TO REACH FROM THE COURT HOUSE IN TEKAMAH, GO NORTH ON U.S.
 MK1964'HIGHWAY 73E FOR 9.5 MILES TO THE RIVERSIDE BAPTIST CHURCH
 MK1964'ON THE LEFT, CONTINUE ON NORTH FOR 1.55 MILES TO A NARROW
 MK1964'DIRT ROAD LEFT, TURN LEFT ON DIRT ROAD FOR 0.8 MILE TO END
 MK1964'OF ROAD IN FARM YARD, PASS BETWEEN HOUSE AND BARN, THROUGH
 MK1964'GATE JUST NORTH OF BARN, THENCE BEAR LEFT (NORTHWESTERLY)
 MK1964'UP VALLEY FOR 0.2 MILE TO FORKS IN VALLEY, TURN RIGHT UP
 MK1964'RIGHT FORK FOR 0.2 MILE TO TOP OF RIDGE, TURN RIGHT
 MK1964'(SOUTHEAST) ALONG TOP OF RIDGE FOR ABOUT 0.1 MILE TO THE
 MK1964'STATION.
 MK1964'
 MK1964'TO REACH THE AZIMUTH FROM THE STATION, GO BACK TO U.S. HIGHWAY
 MK1964'73E, TURN RIGHT FOR 4.0 MILE, TURN RIGHT FOR 0.1 MILE TO FARM
 MK1964'HOME.  HERE WALK WEST 270 PACES FROM THE HOUSE TO A POINT
 MK1964'IN LINE WITH A LARGE TREE TO THE NORTH AND A FENCE CROSSING
 MK1964'RIDGE TO THE SOUTH, THENCE SOUTH FOR 61 PACES TO THE MARK.
 MK1964'
 MK1964'A 100 FOOT SIGNAL AT AWANA ECC 1934 IS VISIBLE AT 50 FEET.
 MK1964'
 MK1964'A 100 FOOT SIGNAL AT QUINN IS VISIBLE AT 37 FEET.
 MK1964'
 MK1964'A 100 FOOT SIGNAL AT BURG AND BLENCOE IS VISIBLE FROM THE GROUND.
 MK1964'
 MK1964'A 4 FOOT SIGNAL AT 380 (MORC), TEK 1934 AND SEA 1934 IS
 MK1964'VISIBLE FROM THE GROUND.
 MK1964'
 MK1964'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 MK1964
 MK1964                          STATION RECOVERY (1974)
 MK1964
 MK1964'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (JCL)
 MK1964'STATION RECOVERED BY--CIVIL ENGR-AND--LAND SURVEYORS.
 MK1964'
 MK1964'GOOD
 MK1964'
 MK1964'11.5 MI FROM T.E.C. C.H.
 MK1964'
 MK1964'FROM DEC. P.O. 5.1 MI ON 73 .3 WEST TO A GATE BELOW POWER LINES
 MK1964'TO NORTH FOLLOW POWER LINES FOR .4 TO A GATE .1 TO TRIPLE P. POLE
 MK1964'THEN THRU NEXT GATE N. TO NEXT P. POLE WHICH IS 5TH SET OF POLES
 MK1964'FROM RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1208 ***********************************************************************
 LH1208  DESIGNATION -  SAND CREEK
 LH1208  PID         -  LH1208
 LH1208  STATE/COUNTY-  NE/ADAMS
 LH1208  USGS QUAD   -  HOLSTEIN (1969)
 LH1208
 LH1208                         *CURRENT SURVEY CONTROL
 LH1208  ___________________________________________________________________
 LH1208* NAD 83(1995)-  40 26 33.23289(N)    098 42 55.07275(W)     ADJUSTED  
 LH1208* NAVD 88     -       632.7    (meters)    2076.     (feet)  VERTCON   
 LH1208  ___________________________________________________________________
 LH1208  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 LH1208  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 LH1208
 LH1208  HORZ ORDER  -  FIRST
 LH1208
 LH1208.The horizontal coordinates were established by classical geodetic methods
 LH1208.and adjusted by the National Geodetic Survey in August 1997..
 LH1208
 LH1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1208
 LH1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1208
 LH1208.The geoid height was determined by GEOID03.
 LH1208
 LH1208;                    North         East     Units Scale Factor Converg.
 LH1208;SPC NE       -    68,453.311   608,971.508   MT  0.99982918   +0 51 04.9
 LH1208;UTM  14      - 4,476,918.366   524,144.477   MT  0.99960718   +0 11 04.9
 LH1208
 LH1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1208!SPC NE       -   0.99990472  x   0.99982918  =   0.99973391
 LH1208!UTM  14      -   0.99990472  x   0.99960718  =   0.99951193
 LH1208
 LH1208                          SUPERSEDED SURVEY CONTROL
 LH1208
 LH1208  NAD 83(1986)-  40 26 33.23967(N)    098 42 55.07272(W) AD(       ) 1
 LH1208  NAD 27      -  40 26 33.18600(N)    098 42 53.81600(W) AD(       ) 1
 LH1208  NGVD 29 (07/19/86)  632.5    (m)         2075.     (f) VERT ANG       
 LH1208
 LH1208.Superseded values are not recommended for survey control.
 LH1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1208.See file dsdata.txt to determine how the superseded data were derived.
 LH1208
 LH1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2414476918(NAD 83)
 LH1208_MARKER: V = STONE MONUMENT
 LH1208_SETTING: 0 = UNSPECIFIED SETTING
 LH1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1208
 LH1208  HISTORY     - Date     Condition        Report By
 LH1208  HISTORY     - 1898     MONUMENTED       CGS
 LH1208  HISTORY     - 1934     SEE DESCRIPTION  NEGS
 LH1208  HISTORY     - 1935     MARK NOT FOUND   CGS
 LH1208  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LH1208
 LH1208                          STATION DESCRIPTION
 LH1208
 LH1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1208'THIS STATION IS NEAR THE NORTHEAST CORNER OF THE SW. 1/4 SEC.
 LH1208'36, T. 6 N., R. 12 W., ON THE SUMMIT OF A PROMINENT RANGE OF
 LH1208'SAND HILLS SITUATED ABOUT 1.5 MILES SOUTH AND 3 MILES WEST OF THE
 LH1208'TOWN OF HOLSTEIN.  THE AZIMUTH TO BURKHOLDERS WINDMILL IS
 LH1208'26 DEG 42 MIN TO THE CUPOLA OF THE SCHOOLHOUSE AT HOLSTEIN
 LH1208'IS 245 DEG 36 MIN 44 SEC.  SURFACE MARK IS A HARD SANDSTONE
 LH1208'POST 8 INCHES SQUARE AND ABOUT 2-1/2 FEET LONG, PLACED WITH ITS
 LH1208'TOP FLUSH WITH THE GROUND, AND HAVING TWO V-SHAPED GROOVES
 LH1208'AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS TOP.
 LH1208'UNDERGROUND MARK IS A STONE MILK CROCK BURIED BOTTOM UPWARD
 LH1208'ABOUT 3 FEET BELOW THE SURFACE AND MARKED WITH SMALL DRILL HOLE.
 LH1208
 LH1208                          STATION RECOVERY (1934)
 LH1208
 LH1208'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1208'STATION WAS SEARCHED AND EASILY FOUND WITH THE AID OF THE OWNER OF
 LH1208'THE LAND, BUT DUE TO THE EFFECTS OF WIND CORROSION UPON THE
 LH1208'SANDY SOIL, OVER A PERIOD OF YEARS, STATION AND SURFACE MARKS
 LH1208'HAVE BEEN ENTIRELY UNEARTHED AND ARE NOWHERE TO BE FOUND.
 LH1208'MR. FAIR, THE OWNER OF THE LAND, SAID THE OBSERVATION TOWER STOOD
 LH1208'UNTIL ABOUT TWENTY-FIVE YEARS AGO.  THE CATTLE WOULD CONGREGATE
 LH1208'AROUND THIS TOWER AND THEIR HOOFS CUT UP THE SURFACE OF THE
 LH1208'SOIL.  AFTER THE TOWER WAS BLOWN DOWN, THE SOIL GRADUALLY BLEW
 LH1208'OUT UNTIL THERE IS NOW A BLOW-HOLE 40 FEET IN DIAMETER AND 6
 LH1208'FEET DEEP WHERE STATION WAS LOCATED.  THE UNEARTHED STATION
 LH1208'MARKS HAVE APPARENTLY BEEN CARRIED AWAY BY PARTIES UNKNOWN.
 LH1208'THIS STATION, THEREFORE, HAS BEEN PERMANENTLY DESTROYED.
 LH1208
 LH1208                          STATION RECOVERY (1935)
 LH1208
 LH1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1208'THE TOP OF THE SANDHILL ON WHICH THE STATION WAS LOCATED HAS BEEN
 LH1208'BLOWN OUT TO A DEPTH OF TEN FEET OR MORE.  RESIDENTS IN THE
 LH1208'VICINITY REPORT THAT THE BLOW-OUT OCCURED SEVERAL YEARS AGO
 LH1208'AND THAT THE DISLODGED SURFACE MARK WAS TAKEN TO A NEARBY
 LH1208'RANCH HOUSE WHERE IT IS AT PRESENT.  NO ONE SEEMS TO KNOW
 LH1208'ANYTHING ABOUT THE SUB SURFACE MARK.  HOWEVER, IT IS REASONABLE
 LH1208'TO BELIEVE THAT IT HAS BEEN DESTROYED.
 LH1208
 LH1208                          STATION RECOVERY (1951)
 LH1208
 LH1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1208'A THOROUGH SEARCH WAS MADE TO RECOVER THE STATION.  THE DISTANCE
 LH1208'AND DIRECTION FROM SAND CREEK 2, TO SAND CREEK 1898, (COMPUTED
 LH1208'THROUGH AN INVERSE) SHOWS THAT THE ORIGINAL STATION WAS SET
 LH1208'IN WHAT IS NOW A 9 FOOT DEEP SAND BLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1207 ***********************************************************************
 LH1207  DESIGNATION -  SAND CREEK 2
 LH1207  PID         -  LH1207
 LH1207  STATE/COUNTY-  NE/ADAMS
 LH1207  USGS QUAD   -  HOLSTEIN (1969)
 LH1207
 LH1207                         *CURRENT SURVEY CONTROL
 LH1207  ___________________________________________________________________
 LH1207* NAD 83(1995)-  40 26 32.74122(N)    098 42 54.07762(W)     ADJUSTED  
 LH1207* NAVD 88     -       631.     (meters)    2070.     (feet)  SCALED    
 LH1207  ___________________________________________________________________
 LH1207  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 LH1207  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 LH1207
 LH1207  HORZ ORDER  -  SECOND
 LH1207
 LH1207.The horizontal coordinates were established by classical geodetic methods
 LH1207.and adjusted by the National Geodetic Survey in August 1997..
 LH1207
 LH1207.The orthometric height was scaled from a topographic map.
 LH1207
 LH1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1207
 LH1207.The geoid height was determined by GEOID03.
 LH1207
 LH1207;                    North         East     Units Scale Factor Converg.
 LH1207;SPC NE       -    68,438.498   608,995.178   MT  0.99982922   +0 51 05.6
 LH1207;UTM  14      - 4,476,903.282   524,167.969   MT  0.99960719   +0 11 05.5
 LH1207
 LH1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1207!SPC NE       -   0.99990495  x   0.99982922  =   0.99973419
 LH1207!UTM  14      -   0.99990495  x   0.99960719  =   0.99951218
 LH1207
 LH1207:                Primary Azimuth Mark                     Grid Az
 LH1207:SPC NE       -  ZION LUTHERAN CHURCH CROSS               035 00 47.5
 LH1207:UTM  14      -  ZION LUTHERAN CHURCH CROSS               035 40 47.6
 LH1207
 LH1207|---------------------------------------------------------------------|
 LH1207| PID    Reference Object                     Distance      Geod. Az  |
 LH1207|                                                           dddmmss.s |
 LH1207| LH1260 ZION LUTHERAN CHURCH CROSS          APPROX.12.4 KM 0355153.1 |
 LH1207| CN9679 SAND CREEK 2 RM 1                    39.584 METERS 08643     |
 LH1207| CN9680 SAND CREEK 2 RM 2                    64.493 METERS 14227     |
 LH1207| LH1199 BLADEN MUNICIPAL TANK               APPROX.16.8 KM 1432425.0 |
 LH1207| LH1203 CAMPBELL MUNICIPAL STANDPIPE        APPROX.16.3 KM 1844635.0 |
 LH1207| CN9678 SAND CREEK 2 AZ MK                                 2342027.6 |
 LH1207| LH1278 HARTWELL HOLY FAMILY CH CROSS       APPROX.15.6 KM 3354424.5 |
 LH1207|---------------------------------------------------------------------|
 LH1207
 LH1207                          SUPERSEDED SURVEY CONTROL
 LH1207
 LH1207  NAD 83(1986)-  40 26 32.74800(N)    098 42 54.07754(W) AD(       ) 2
 LH1207  NAD 27      -  40 26 32.69200(N)    098 42 52.81900(W) AD(       ) 2
 LH1207
 LH1207.Superseded values are not recommended for survey control.
 LH1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1207.See file dsdata.txt to determine how the superseded data were derived.
 LH1207
 LH1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2416876903(NAD 83)
 LH1207_MARKER: DS = TRIANGULATION STATION DISK
 LH1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1207
 LH1207  HISTORY     - Date     Condition        Report By
 LH1207  HISTORY     - 1951     MONUMENTED       CGS
 LH1207
 LH1207                          STATION DESCRIPTION
 LH1207
 LH1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1207'THE STATION IS LOCATED ABOUT 3.0 MILES WEST AND 1.5 MILES
 LH1207'SOUTH OF HOLSTEIN JUST EAST OF THE HIGHEST POINT OF A PROMINENT
 LH1207'EAST-WEST SAND RIDGE, 130 FEET WEST OF A NORTH-SOUTH FENCE LINE
 LH1207'AND 4 FEET EAST OF A WITNESS POST.  IT IS STAMPED SAND CREEK 2
 LH1207'1951 AND PROJECTS 3 INCHES.
 LH1207'
 LH1207'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF HILL IN THE EAST
 LH1207'EDGE OF PASTURE, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND
 LH1207'ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 LH1207'STAMPED SAND CREEK 2 NO 1 1951 AND PROJECTS 2 INCHES.
 LH1207'
 LH1207'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF HILL IN THE EAST
 LH1207'EDGE OF PASTURE, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND
 LH1207'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 LH1207'STAMPED SAND CREEK 2 NO 2 1951 AND PROJECTS 2 INCHES.
 LH1207'
 LH1207'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 175.13 FEET.
 LH1207'
 LH1207'THE AZIMUTH MARK IS IN THE WEST EDGE OF A PASTURE JUST SOUTHWEST
 LH1207'OF THE HIGHEST POINT OF A SMALL KNOLL, 0.1 MILE NORTH OF A CREEK
 LH1207'BED, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTH
 LH1207'OF A WITNESS POST.  IT IS STAMPED SAND CREEK 2 1951 AND PROJECTS
 LH1207'2 INCHES.
 LH1207'
 LH1207'TO REACH THE STATION FROM THE POST OFFICE IN HOLSTEIN, GO
 LH1207'NORTH FOR 1 BLOCK TO A CROSSROAD, TURN LEFT AND GO WEST ON STATE
 LH1207'HIGHWAY 74 FOR 0.8 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 LH1207'AND SOUTHWEST ON GRAVELED ROAD FOR 2.5 MILES TO A T INTERSECTION,
 LH1207'TURN RIGHT AND GO WEST FOR 0.3 MILE TO POINT WHERE ROAD TURNS
 LH1207'SOUTH, GO SOUTH FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 LH1207'WEST FOR 2.0 MILES TO AN OLD CROSSROAD AND POINT WHERE MAIN
 LH1207'ROAD TURNS SOUTH, TURN RIGHT AND GO NORTH ON TRACK ROAD FOR
 LH1207'1.0 MILE TO A SMALL CREEK BED, CROSS CREEK BED AND CONTINUE
 LH1207'NORTH FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LH1207'FROM THIS POINT CROSS FENCE LINE AND GO NORTHEAST ACROSS
 LH1207'PASTURE ON TRACK ROAD FOR 0.7 MILE TO TOP OF SAND RIDGE AND
 LH1207'STATION JUST EAST OF HIGHEST POINT AS DESCRIBED.
 LH1207'
 LH1207'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1965 ***********************************************************************
 MK1965  DESIGNATION -  SANDIG
 MK1965  PID         -  MK1965
 MK1965  STATE/COUNTY-  NE/BURT
 MK1965  USGS QUAD   -  TEKAMAH NW (1970)
 MK1965
 MK1965                         *CURRENT SURVEY CONTROL
 MK1965  ___________________________________________________________________
 MK1965* NAD 83(1995)-  41 56 35.25031(N)    096 14 30.46407(W)     ADJUSTED  
 MK1965* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 MK1965  ___________________________________________________________________
 MK1965  LAPLACE CORR-          -9.90  (seconds)                    DEFLEC99
 MK1965  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 MK1965
 MK1965  HORZ ORDER  -  SECOND
 MK1965
 MK1965.The horizontal coordinates were established by classical geodetic methods
 MK1965.and adjusted by the National Geodetic Survey in August 1997..
 MK1965
 MK1965.The orthometric height was scaled from a topographic map.
 MK1965
 MK1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1965
 MK1965.The geoid height was determined by GEOID03.
 MK1965
 MK1965;                    North         East     Units Scale Factor Converg.
 MK1965;SPC NE       -   241,012.893   811,451.770   MT  0.99968766   +2 29 26.0
 MK1965;UTM  14      - 4,647,141.409   728,640.785   MT  1.00024331   +1 50 39.7
 MK1965
 MK1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1965!SPC NE       -   0.99993971  x   0.99968766  =   0.99962739
 MK1965!UTM  14      -   0.99993971  x   1.00024331  =   1.00018301
 MK1965
 MK1965                          SUPERSEDED SURVEY CONTROL
 MK1965
 MK1965  NAD 83(1986)-  41 56 35.25317(N)    096 14 30.46166(W) AD(       ) 2
 MK1965  NAD 27      -  41 56 35.30500(N)    096 14 29.38400(W) AD(       ) 2
 MK1965
 MK1965.Superseded values are not recommended for survey control.
 MK1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1965.See file dsdata.txt to determine how the superseded data were derived.
 MK1965
 MK1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQM2864147141(NAD 83)
 MK1965_MARKER: I = METAL ROD
 MK1965_SETTING: 0 = UNSPECIFIED SETTING
 MK1965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1965
 MK1965  HISTORY     - Date     Condition        Report By
 MK1965  HISTORY     - 1934     MONUMENTED       MORC
 MK1965  HISTORY     - 1948     GOOD             CGS
 MK1965
 MK1965                          STATION DESCRIPTION
 MK1965
 MK1965'DESCRIBED BY MISSOURI RIVER COMMISSION 1934 (CIA)
 MK1965'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF DECATUR, NEBR.,
 MK1965'NEAR THE CENTER OF THE NORTHWEST QUARTER OF SEC. 25, T. 23 N.,
 MK1965'R. 10 E., ON LAND OWNED AND OCCUPIED BY LAYTON ROGERS, WHO
 MK1965'LIVES ABOUT ONE-QUARTER MILE SOUTH OF STATION.
 MK1965'
 MK1965'REACHED FROM TEKAMAH BY GOING NORTH ON U.S. HIGHWAY 73E FOR
 MK1965'11 MILES TO CROSSROADS AT TWO CULVERTS CROSSING HIGHWAY 73E,
 MK1965'AND A SMALL SQUARE-FARMHOUSE WEST OF ROAD.  LEAVE HIGHWAY
 MK1965'73 HERE, TURN LEFT AND GO WEST ON DIRT ROAD 0.7 MILE, TURN
 MK1965'RIGHT (NORTH) AND GO ABOUT 100 YARDS TO THE ROGERS HOUSE.
 MK1965'FROM HERE GO NORTH AND NORTHWEST ON UNIMPROVED ROAD UP VALLEY
 MK1965'IN PASTURE 0.2 MILE, THEN TAKE RIGHT FORK AND GO NORTH ON
 MK1965'DIM ROAD KEEPING TO THE NORTH SIDE OF THE BOTTOM OF THE
 MK1965'VALLEY, 0.2 MILE TO TOP OF RIDGE, GO SOUTHEAST ALONG TOP OF
 MK1965'RIDGE 0.1 MILE TO HIGHEST POINT AND STATION.
 MK1965'
 MK1965'MARK IS A 4-INCH IRON PIPE SUNK IN GROUND AND PROJECTING
 MK1965'APPROXIMATELY 18 INCHES ABOVE GRROUND.  MARK FOUND TO BE
 MK1965'IN GOOD CONDITION.  THE CAP IS GONE AND THE PIPE IS LEANING
 MK1965'SLIGHTLY TO THE EASTWARD.  THE METAL SEEMS TO BE IN GOOD
 MK1965'SHAPE.  THIS MARK IS 23.563 METERS (77.31 FEET) NORTH OF U.S.
 MK1965'COAST AND GEODETIC SURVEY STATION SAND AND WAS CUT IN TO THAT
 MK1965'STATION.
 MK1965
 MK1965                          STATION RECOVERY (1948)
 MK1965
 MK1965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 MK1965'THE STATION IS LOCATED ON A BRUSH COVERED KNOLL, ABOUT 4.5
 MK1965'MILES SOUTH OF DECATUR AND 0.25 MILE NORTH OF A FARM HOUSE.
 MK1965'THE MARK IS A 4 INCH PIPE WHICH PROJECTS ABOUT 6 INCHES.
 MK1965'THE APPROXIMATE CENTER OF THE PIPE WAS FOR ALL MEASUREMENTS AS
 MK1965'THE CAP COVERING FOR PIPE WAS MISSING.
 MK1965'
 MK1965'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION SAND
 MK1965'1934 TO SANDIG.  IT IS 23.568 METERS (77.32 FEET) NORTHWEST OF
 MK1965'THE STATION.
 MK1965'
 MK1965'TO REACH FROM THE COURT HOUSE IN TEKAMAH, GO NORTH ON U.S.
 MK1965'HIGHWAY 73E FOR 9.5 MILES TO THE RIVERSIDE BAPTIST CHURCH ON
 MK1965'THE LEFT, CONTINUE ON HIGHWAY 73 E FOR 1.55 MILES TO A NARROW
 MK1965'DIRT ROAD LEFT, TURN LEFT FOR 0.8 MILE TO A FARM YARD, HERE PASS
 MK1965'THROUGH GATE JUST NORTH OF THE BARN AND FOLLOW ALONG THE FOOT
 MK1965'OF THE RIDGE FOR 0.2 MILE, THEN RIGHT ALONG THE EAST SIDE OF
 MK1965'DRAINAGE FOR 0.2 MILE TO THE TOP OF RIDGE, HERE TURN RIGHT
 MK1965'ALONG THE TOP OF THE RIDGE FOR ABOUT 0.1 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1075 ***********************************************************************
 ML1075  DESIGNATION -  SANDY
 ML1075  PID         -  ML1075
 ML1075  STATE/COUNTY-  NE/MERRICK
 ML1075  USGS QUAD   -  ARCHER (1962)
 ML1075
 ML1075                         *CURRENT SURVEY CONTROL
 ML1075  ___________________________________________________________________
 ML1075* NAD 83(1995)-  41 13 35.22016(N)    098 09 19.27556(W)     ADJUSTED  
 ML1075* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 ML1075  ___________________________________________________________________
 ML1075  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 ML1075  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 ML1075
 ML1075  HORZ ORDER  -  SECOND
 ML1075
 ML1075.The horizontal coordinates were established by classical geodetic methods
 ML1075.and adjusted by the National Geodetic Survey in August 1997..
 ML1075
 ML1075.The orthometric height was scaled from a topographic map.
 ML1075
 ML1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1075
 ML1075.The geoid height was determined by GEOID03.
 ML1075
 ML1075;                    North         East     Units Scale Factor Converg.
 ML1075;SPC NE       -   156,320.945   654,604.506   MT  0.99967042   +1 13 20.8
 ML1075;UTM  14      - 4,564,239.564   570,792.656   MT  0.99966168   +0 33 24.0
 ML1075
 ML1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1075!SPC NE       -   0.99991666  x   0.99967042  =   0.99958711
 ML1075!UTM  14      -   0.99991666  x   0.99966168  =   0.99957837
 ML1075
 ML1075|---------------------------------------------------------------------|
 ML1075| PID    Reference Object                     Distance      Geod. Az  |
 ML1075|                                                           dddmmss.s |
 ML1075| CN9682 SANDY RM 1                           20.275 METERS 05939     |
 ML1075| ML1072 CENTRAL CITY MUN STANDPIPE          APPROX.17.7 KM 1351647.2 |
 ML1075| CN9683 SANDY RM 2                           23.980 METERS 18726     |
 ML1075| CN9681 SANDY AZ MK                                        2195900.4 |
 ML1075| ML1078 PALMER MUNICIPAL TANK               APPROX. 8.2 KM 2674901.5 |
 ML1075|---------------------------------------------------------------------|
 ML1075
 ML1075                          SUPERSEDED SURVEY CONTROL
 ML1075
 ML1075  NAD 83(1986)-  41 13 35.22689(N)    098 09 19.27861(W) AD(       ) 2
 ML1075  NAD 27      -  41 13 35.17300(N)    098 09 18.04900(W) AD(       ) 2
 ML1075
 ML1075.Superseded values are not recommended for survey control.
 ML1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1075.See file dsdata.txt to determine how the superseded data were derived.
 ML1075
 ML1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL7079364240(NAD 83)
 ML1075_MARKER: DS = TRIANGULATION STATION DISK
 ML1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1075
 ML1075  HISTORY     - Date     Condition        Report By
 ML1075  HISTORY     - 1950     MONUMENTED       CGS
 ML1075  HISTORY     - 1966     GOOD             CGS
 ML1075
 ML1075                          STATION DESCRIPTION
 ML1075
 ML1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 ML1075'STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF CENTRAL CITY
 ML1075'AND 5-1/2 MILES EAST OF PALMER ALONG A DIM SECTION LINE ROAD
 ML1075'IN A GROUP OF ROLLING AND SANDY PASTURE LAND HILLS.  STATION
 ML1075'IS 38 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD AND
 ML1075'10 FEET EAST OF FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 ML1075'THE DISK IS STAMPED SANDY 1950.
 ML1075'
 ML1075'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE APPROXIMATE CENTERLINE
 ML1075'OF ROAD AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT
 ML1075'6 INCHES AND THE DISK IS STAMPED SANDY NO 1 1950.
 ML1075'
 ML1075'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE APPROXIMATE
 ML1075'CENTERLINE OF ROAD AND 1.5 FEET EAST OF FENCE.  THE MARK
 ML1075'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED SANDY NO 2 1950.
 ML1075'
 ML1075'AZIMUTH MARK IS 13 FEET NORTH OF THE APPROXIMATE CENTERLINE
 ML1075'OF TRACK ROAD, 4 FEET WEST OF WITNESS POST AND 1 FOOT SOUTH
 ML1075'OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 ML1075'IS STAMPED SANDY 1950.
 ML1075'
 ML1075'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 ML1075'ROUTE 14 IN CENTRAL CITY GO NORTH ON STATE ROUTE 14 FOR
 ML1075'5.0 MILES TO JUNCTION OF STATE ROUTE 92.  TURN LEFT AND GO
 ML1075'WEST ON STATE ROUTE 92 FOR 9.0 MILES TO CROSSROADS.  TURN
 ML1075'RIGHT AND GO NORTH ON GRAVEL ROAD FOR 2.0 MILES TO CROSSROADS.
 ML1075'TURN RIGHT AND GO EAST ON DIM SECTION LINE ROAD FOR 0.65 MILE
 ML1075'TO AZIMUTH MARK ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.
 ML1075'CONTINUE EAST FOR 0.35 MILE TO DIM CROSSROADS.  TURN LEFT AND
 ML1075'GO NORTH ON DIM TRACK ROAD FOR 0.4 MILE TO STATION ON LEFT
 ML1075'OR WEST SIDE OF ROAD AS DESCRIBED.
 ML1075'
 ML1075'A 74 FOOT SIGNAL AT STATION FULLERTON R.M. NO 4 IS V.G.
 ML1075'
 ML1075'A 74 FOOT SIGNAL AT STATION BOXELDER IS V.G.
 ML1075'
 ML1075'AN 87 FOOT SIGNAL AT STATION HORDVILLE IS V.G.
 ML1075'
 ML1075'A 4 FOOT SIGNAL AT STATION LOUP IS V.G.
 ML1075'
 ML1075'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 ML1075
 ML1075                          STATION RECOVERY (1966)
 ML1075
 ML1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (COP)
 ML1075'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 ML1075'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED
 ML1075'IN THE 1950 DESCRIPTION.
 ML1075'
 ML1075'A CHECK FOR DISTANCE AND DIRECTION WAS MADE TO THE REFERENCE
 ML1075'MARKS AND WERE FOUND CORRECT.  THE LOCATION AND ROUTE TO
 ML1075'STATION IS CORRECT.
 ML1075'
 ML1075'A TRIPOD WAS USED AT THIS TIME.
 ML1075'
 ML1075'ALL AS DESCRIBED IN THE 1950 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0713 ***********************************************************************
 NN0713  DESIGNATION -  SANDY
 NN0713  PID         -  NN0713
 NN0713  STATE/COUNTY-  NE/HOLT
 NN0713  USGS QUAD   -  BUTTE SW (1951)
 NN0713
 NN0713                         *CURRENT SURVEY CONTROL
 NN0713  ___________________________________________________________________
 NN0713* NAD 83(1995)-  42 51 21.99814(N)    098 58 11.13787(W)     ADJUSTED  
 NN0713* NAVD 88     -       558.     (meters)    1831.     (feet)  SCALED    
 NN0713  ___________________________________________________________________
 NN0713  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 NN0713  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 NN0713
 NN0713  HORZ ORDER  -  THIRD
 NN0713
 NN0713.The horizontal coordinates were established by classical geodetic methods
 NN0713.and adjusted by the National Geodetic Survey in August 1997..
 NN0713
 NN0713.The orthometric height was scaled from a topographic map.
 NN0713
 NN0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0713
 NN0713.The geoid height was determined by GEOID03.
 NN0713
 NN0713;                    North         East     Units Scale Factor Converg.
 NN0713;SPC NE       -   336,138.526   584,195.201   MT  0.99993718   +0 40 57.9
 NN0713;UTM  14      - 4,744,836.767   502,470.514   MT  0.99960008   +0 01 14.0
 NN0713
 NN0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0713!SPC NE       -   0.99991641  x   0.99993718  =   0.99985359
 NN0713!UTM  14      -   0.99991641  x   0.99960008  =   0.99951652
 NN0713
 NN0713|---------------------------------------------------------------------|
 NN0713| PID    Reference Object                     Distance      Geod. Az  |
 NN0713|                                                           dddmmss.s |
 NN0713| CO4457 SANDY RM 1                           16.504 METERS 08445     |
 NN0713| CO4458 SANDY RM 2                           17.881 METERS 18220     |
 NN0713| CO4456 SANDY AZ MK                                        2210614.4 |
 NN0713|---------------------------------------------------------------------|
 NN0713
 NN0713                          SUPERSEDED SURVEY CONTROL
 NN0713
 NN0713  NAD 83(1986)-  42 51 22.00526(N)    098 58 11.14510(W) AD(       ) 3
 NN0713  NAD 27      -  42 51 22.00700(N)    098 58 09.81100(W) AD(       ) 3
 NN0713
 NN0713.Superseded values are not recommended for survey control.
 NN0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0713.See file dsdata.txt to determine how the superseded data were derived.
 NN0713
 NN0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN0247144837(NAD 83)
 NN0713_MARKER: DS = TRIANGULATION STATION DISK
 NN0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0713
 NN0713  HISTORY     - Date     Condition        Report By
 NN0713  HISTORY     - 1949     MONUMENTED       CGS
 NN0713
 NN0713                          STATION DESCRIPTION
 NN0713
 NN0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0713'THE STATION IS LOCATED ABOUT 6.5 MILES WEST OF BUTTE AND 2.5
 NN0713'MILES SOUTH OF THE NIOBRARA RIVER ON THE NORTH SIDE OF ROAD
 NN0713'RIGHT-OF-WAY.  IT IS 30 FEET NORTH OF THE CENTER OF ROAD,
 NN0713'6 FEET SOUTH OF FENCE LINE, 6 FEET SOUTH OF TRIANGULAR BLAZED
 NN0713'TELEPHONE POLE AND 4 FEET SOUTHWEST OF WITNESS POST.  IT IS
 NN0713'STAMPED SANDY 1949 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 NN0713'
 NN0713'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 35 FEET
 NN0713'NORTH OF THE CENTER OF ROAD AND 1 FOOT SOUTH OF FENCE LINE.
 NN0713'IT IS STAMPED SANDY NO 1 1949 AND PROJECTS 2 INCHES.
 NN0713'
 NN0713'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 20 FEET SOUTH OF THE
 NN0713'CENTER OF ROAD AND 1 FOOT NORTH OF FENCE LINE.  IT IS STAMPED
 NN0713'SANDY NO 2 1949 AND PROJECTS 2 INCHES.
 NN0713'
 NN0713'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, 33 FEET EAST OF
 NN0713'THE CENTER OF ROAD, 2 FEET NORTH OF WITNESS POST AND 1 FOOT
 NN0713'WEST OF FENCE LINE.  IT IS STAMPED SANDY 1949 AND PROJECTS 2
 NN0713'INCHES.
 NN0713'
 NN0713'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NN0713'20 AND 11 IN THE NORTHEAST EDGE OF ATKINSON, GO NORTH ON STATE
 NN0713'HIGHWAY 11 FOR 8.25 MILES TO WHERE STATE HIGHWAY 11 TURNS
 NN0713'RIGHT, LEAVE HIGHWAY AND CONTINUE NORTH FOR 11.6 MILES TO POINT
 NN0713'WHERE MAIN ROAD TURNS LEFT, TURN LEFT AND FOLLOW MAIN ROAD WEST
 NN0713'AND NORTH FOR 3.1 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 NN0713'DESCRIBED, CONTINUE NORTH FOR 0.55 MILE TO CROSSROADS, TURN
 NN0713'RIGHT AND GO EAST FOR 0.65 MILE TO STATION ON SMALL SAND KNOLL
 NN0713'ON THE LEFT AS DESCRIBED.
 NN0713'
 NN0713'A 74 FOOT SIGNAL AT STATION BEAVER IS VISIBLE AT 4 FEET.
 NN0713'
 NN0713'A 4 FOOT SIGNAL AT STATION BASIN 1940 IS VISIBLE AT 4 FEET.
 NN0713'
 NN0713'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0473 ***********************************************************************
 NO0473  DESIGNATION -  SANDY
 NO0473  PID         -  NO0473
 NO0473  STATE/COUNTY-  NE/HOOKER
 NO0473  USGS QUAD   -  HECLA (1987)
 NO0473
 NO0473                         *CURRENT SURVEY CONTROL
 NO0473  ___________________________________________________________________
 NO0473* NAD 83(1995)-  42 02 02.12198(N)    101 13 14.13015(W)     ADJUSTED  
 NO0473* NAVD 88     -      1097.     (meters)    3599.     (feet)  SCALED    
 NO0473  ___________________________________________________________________
 NO0473  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 NO0473  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 NO0473
 NO0473  HORZ ORDER  -  SECOND
 NO0473
 NO0473.The horizontal coordinates were established by classical geodetic methods
 NO0473.and adjusted by the National Geodetic Survey in August 1997..
 NO0473
 NO0473.The orthometric height was scaled from a topographic map.
 NO0473
 NO0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0473
 NO0473.The geoid height was determined by GEOID03.
 NO0473
 NO0473;                    North         East     Units Scale Factor Converg.
 NO0473;SPC NE       -   245,038.013   398,960.352   MT  0.99970101   -0 48 32.0
 NO0473;UTM  14      - 4,655,928.253   316,188.744   MT  1.00001575   -1 29 14.1
 NO0473
 NO0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0473!SPC NE       -   0.99983110  x   0.99970101  =   0.99953216
 NO0473!UTM  14      -   0.99983110  x   1.00001575  =   0.99984684
 NO0473
 NO0473|---------------------------------------------------------------------|
 NO0473| PID    Reference Object                     Distance      Geod. Az  |
 NO0473|                                                           dddmmss.s |
 NO0473| CQ4861 SANDY RM 2                           38.374 METERS 09827     |
 NO0473| CQ4860 SANDY RM 1                           45.674 METERS 22509     |
 NO0473| CQ4859 SANDY AZ MK                                        2950447.6 |
 NO0473|---------------------------------------------------------------------|
 NO0473
 NO0473                          SUPERSEDED SURVEY CONTROL
 NO0473
 NO0473  NAD 83(1986)-  42 02 02.12167(N)    101 13 14.13596(W) AD(       ) 2
 NO0473  NAD 27      -  42 02 02.13400(N)    101 13 12.52700(W) AD(       ) 2
 NO0473
 NO0473.Superseded values are not recommended for survey control.
 NO0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0473.See file dsdata.txt to determine how the superseded data were derived.
 NO0473
 NO0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM1618955928(NAD 83)
 NO0473_MARKER: DB = BENCH MARK DISK
 NO0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0473
 NO0473  HISTORY     - Date     Condition        Report By
 NO0473  HISTORY     - 1946     MONUMENTED       USGS
 NO0473
 NO0473                          STATION DESCRIPTION
 NO0473
 NO0473'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CAG)
 NO0473'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT SAND HILL
 NO0473'ABOUT 1.5 MILES EAST-SOUTHEAST OF THE HECLA RAILROAD STATION AND
 NO0473'ABOUT 0.5 MILE SOUTH OF STATE HIGHWAY NO. 2.  IT IS A U.S.G.S.
 NO0473'BRONZE BENCH MARK TABLET SET IN THE TOP OF A 7 X 7-INCH CONCRETE
 NO0473'POST THAT PROJECTS 5 INCHES.  IT IS STAMPED SANDY 1946.
 NO0473'
 NO0473'REFERENCE MARK NO. 1 IS ON THE CREST OF AN EAST-WEST SAND RIDGE
 NO0473'THAT IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A U.S.G.S.
 NO0473'REFERENCE MARK DISK SET IN THE TOP OF A 7 X 7-INCH CONCRETE POST
 NO0473'THAT PROJECTS 2 INCHES.  IT IS STAMPED SANDY 1946 NO 1.
 NO0473'
 NO0473'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL AND IS
 NO0473'ABOUT 8 FEET BELOW THE STATION ELEVATION.  IT IS A U.S.G.S.
 NO0473'REFERENCE MARK DISK SET IN THE TOP OF A 7 X 7-INCH CONCRETE
 NO0473'POST THAT PROJECTS 6 INCHES.  IT IS STAMPED SANDY 1946 NO 2.
 NO0473'
 NO0473'AZIMUTH MARK IS 100 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 NO0473'THE HECLA RAILROAD STATION, 83 FEET NORTH OF THE NORTH RAIL OF
 NO0473'THE MAIN LINE OF THE RAILROAD, 10 FEET SOUTH OF AN EAST-WEST
 NO0473'FENCE LINE, AND 2 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE.  IT
 NO0473'PROJECTS 10 INCHES AND IS STAMPED SANDY USGS 1946.
 NO0473'
 NO0473'TO REACH THE STATION FROM A POINT ON STATE HIGHWAY NO. 2 JUST
 NO0473'NORTH OF A SMALL WHITE SCHOOL BUILDING IN THE VILLAGE OF HECLA,
 NO0473'GO EAST ON STATE HIGHWAY NO. 2 FOR 0.65 MILE TO A WIRE GATE ON
 NO0473'THE RIGHT.  TURN RIGHT, SOUTH, THROUGH GATE AND DRIVE
 NO0473'SOUTH-SOUTHWEST ACROSS PASTURE FOR 0.35 MILE TO A GATE IN AN
 NO0473'EAST-WEST FENCE LINE.  PASS THROUGH GATE AND DRIVE SOUTH UP
 NO0473'STEEP GRASSY SLOPE FOR 0.45 MILE TO THE HIGHEST POINT AND THE
 NO0473'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0884 ***********************************************************************
 LG0884  DESIGNATION -  SANKEY
 LG0884  PID         -  LG0884
 LG0884  STATE/COUNTY-  NE/NUCKOLLS
 LG0884  USGS QUAD   -  HARDY (1974)
 LG0884
 LG0884                         *CURRENT SURVEY CONTROL
 LG0884  ___________________________________________________________________
 LG0884* NAD 83(1995)-  40 05 21.77775(N)    097 59 49.46857(W)     ADJUSTED  
 LG0884* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 LG0884  ___________________________________________________________________
 LG0884  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 LG0884  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 LG0884
 LG0884  HORZ ORDER  -  FIRST
 LG0884
 LG0884.The horizontal coordinates were established by classical geodetic methods
 LG0884.and adjusted by the National Geodetic Survey in August 1997..
 LG0884
 LG0884.The orthometric height was scaled from a topographic map.
 LG0884
 LG0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0884
 LG0884.The geoid height was determined by GEOID03.
 LG0884
 LG0884;                    North         East     Units Scale Factor Converg.
 LG0884;SPC NE       -    30,409.088   670,792.334   MT  0.99996080   +1 19 38.4
 LG0884;SPC KS N     -   194,955.020   400,249.501   MT  1.00006400   +0 00 06.7
 LG0884;UTM  14      - 4,438,159.819   585,498.438   MT  0.99968999   +0 38 45.3
 LG0884
 LG0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0884!SPC NE       -   0.99991921  x   0.99996080  =   0.99988001
 LG0884!SPC KS N     -   0.99991921  x   1.00006400  =   0.99998320
 LG0884!UTM  14      -   0.99991921  x   0.99968999  =   0.99960922
 LG0884
 LG0884|---------------------------------------------------------------------|
 LG0884| PID    Reference Object                     Distance      Geod. Az  |
 LG0884|                                                           dddmmss.s |
 LG0884| CN9688 SANKEY RM 1                          21.613 METERS 02820     |
 LG0884| LG0880 RUSKIN MUNICIPAL TANK               APPROX.12.5 KM 0602842.3 |
 LG0884| LG0883 ST MARKS LUTH CH NUCKOLLS CO        APPROX. 8.8 KM 0722250.2 |
 LG0884| CN9690 SANKEY RM 3                           8.480 METERS 07556     |
 LG0884| LH1169 SUPERIOR MUNICIPAL TANK             APPROX. 8.7 KM 2221236.3 |
 LG0884| CN9687 SANKEY AZ MK                                       2690500.2 |
 LG0884| LH1171 SANKEY AZ MK 2                      APPROX. 1.1 KM 2690518.3 |
 LG0884| CN9689 SANKEY RM 2                          23.890 METERS 27052     |
 LG0884| LH1168 AMERICAN LUTH SALEM CH SPIRE        APPROX. 7.1 KM 3032829.2 |
 LG0884|---------------------------------------------------------------------|
 LG0884
 LG0884                          SUPERSEDED SURVEY CONTROL
 LG0884
 LG0884  NAD 83(1986)-  40 05 21.78320(N)    097 59 49.46855(W) AD(       ) 1
 LG0884  NAD 27      -  40 05 21.74400(N)    097 59 48.32100(W) AD(       ) 1
 LG0884
 LG0884.Superseded values are not recommended for survey control.
 LG0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0884.See file dsdata.txt to determine how the superseded data were derived.
 LG0884
 LG0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8549838160(NAD 83)
 LG0884_MARKER: DS = TRIANGULATION STATION DISK
 LG0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0884
 LG0884  HISTORY     - Date     Condition        Report By
 LG0884  HISTORY     - 1947     MONUMENTED       CGS
 LG0884  HISTORY     - 1975     GOOD             NGS
 LG0884
 LG0884                          STATION DESCRIPTION
 LG0884
 LG0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0884'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF SUPERIOR,
 LG0884'9 MILES SOUTH-SOUTHEAST OF NELSON, 400 FEET SOUTHWEST OF A
 LG0884'FARM HOME, 41 FEET SOUTHWEST OF A FENCE CORNER, 28.5 FEET
 LG0884'NORTH OF THE CENTER OF A GRAVELED ROAD, AND 8.5 FEET SOUTH
 LG0884'OF A WITNESS POST.  IT IS SET FLUSH WITH THE GROUND AND IS
 LG0884'STAMPED SANKEY 1947.
 LG0884'
 LG0884'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF A CULTIVATED
 LG0884'FIELD, 40 FEET NORTH OF A FENCE CORNER AND 1 FOOT WEST OF
 LG0884'A FENCE LINE.  IT PROJECTS 3 INCHES AND IS STAMPED SANKEY
 LG0884'NO 1 1947.
 LG0884'
 LG0884'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF A CULTIVATED
 LG0884'FIELD AND 28 FEET NORTH OF THE CENTER OF A GRADED ROAD.  IT
 LG0884'PROJECTS 4 INCHES AND IS STAMPED SANKEY NO 2 1947.
 LG0884'
 LG0884'AZIMUTH MARK IS 43.5 FEET SOUTHWEST OF THE CENTER OF INTERSECTION
 LG0884'OF A CROSSROAD AND 2 FEET WEST-NORTHWEST OF A TELEPHONE
 LG0884'POLE.  IT PROJECTS 3 INCHES AND IS STAMPED SANKEY 1947.
 LG0884'
 LG0884'TO REACH THE STATION FROM SUPERIOR, GO NORTH ON STATE HIGHWAY
 LG0884'NO. 14 FOR 1.0 MILE TO A CROSS STREET, WATER TANK ON RIGHT,
 LG0884'TURN RIGHT ON GRAVELED ROAD AND GO EAST FOR 1.0 MILE, TURN
 LG0884'LEFT, NORTH, AND GO 4.0 MILES, TURN RIGHT, EAST, AND GO 2.0
 LG0884'MILES TO A CROSSROAD, AZIMUTH MARK ON RIGHT, CONTINUE EAST
 LG0884'ON GRADED ROAD FOR 0.7 MILE TO THE STATION ON THE LEFT AS
 LG0884'DESCRIBED.
 LG0884'
 LG0884'A 74 FOOT SIGNAL AT LOONTJER IS VISIBLE AT 24 FEET.
 LG0884'
 LG0884'AN 87 FOOT SIGNAL AT BYRON IS VISIBLE AT 4 FEET.
 LG0884'
 LG0884'A 74 FOOT SIGNAL AT KLINKER IS VISIBLE AT 4 FEET.
 LG0884'
 LG0884'AN 87 FOOT SIGNAL AT SKULLY IS VISIBLE AT 4 FEET.
 LG0884'
 LG0884'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0884
 LG0884                          STATION RECOVERY (1975)
 LG0884
 LG0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0884'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 LG0884'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND PUSHED OUT OF POSITION.
 LG0884'REFERENCE MARK 1 WAS NOT FOUND AND IT IS BELIEVED THIS MARK WAS
 LG0884'DESTROYED WHEN THE FARM BUILDINGS WERE RAZED AND THE AREA PUT
 LG0884'UNDER CULTIVATION.  WHEN THE ROAD WAS REBUILT AND A DITCH CUT, A
 LG0884'SLIGHT CURVE WAS PUT IN THE DITCH LINE TO LEAVE THE STATION MARK
 LG0884'IN ITS ORIGINAL POSITION AND UNDISTURBED.  THE DISTANCE TO
 LG0884'REFERENCE MARK 2 MISSED THE PREVIOUS DISTANCE 0.03 FOOT AND THE
 LG0884'DIRECTION MISSED THE PREVIOUS DIRECTION ABOUT 3 MINUTES.  A NEW
 LG0884'AZIMUTH MARK AND REFERENCE MARK 3 WERE SET THIS DATE AND THE
 LG0884'SUPERIOR MUNICIPAL WATER TANK 1947 WAS USED AS THE INITIAL FOR THE
 LG0884'ANGLE MEASUREMENTS.  A NEW COMPLETE DESCRIPTION FOLLOWS--
 LG0884'
 LG0884'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF SUPERIOR, 9 MILES
 LG0884'SOUTH-SOUTHEAST OF NELSON AND IN DITCH LINE OF AN EAST-WEST COUNTY
 LG0884'ROAD.
 LG0884'
 LG0884'TO REACH THE STATION FROM THE WATER TANK AT THE NORTHEAST CORNER OF
 LG0884'SUPERIOR AND EAST SIDE OF STATE HIGHWAY 14, GO EAST ON A SURFACED
 LG0884'ROAD FOR 0.45 MILE TO WHERE THE SURFACE ROAD CURVES SOUTH.
 LG0884'CONTINUE EAST ON A GRAVELED ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT.
 LG0884'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 4.0 MILES TO A
 LG0884'CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 2.0
 LG0884'MILES TO A CROSSROAD AND THE AZIMUTH MARK 2 IN THE
 LG0884'SOUTHWEST ANGLE OF THE INTERSECTION.  CONTINUE EAST ON THE
 LG0884'GRAVELED ROAD FOR 0.7 MILE TO THE STATION ON THE LEFT, ABOUT 80 FEET
 LG0884'WEST OF A GATE AND FIELD ENTRANCE ON THE RIGHT.
 LG0884'
 LG0884'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED SANKEY 1947, SET
 LG0884'IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LG0884'THE GROUND SURFACE.  IT IS 28 FEET NORTH OF THE CENTER OF THE
 LG0884'GRAVELED ROAD, 7.5 FEET SOUTH OF AN EAST-WEST FENCELINE AND 7 FEET
 LG0884'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 LG0884'INSPECTED THIS DATE.
 LG0884'
 LG0884'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SANKEY NO 2 1947, SET IN
 LG0884'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LG0884'GROUND SURFACE.  IT IS 28 FEET NORTH OF THE CENTER OF THE GRAVELED
 LG0884'ROAD AND 7 FEET SOUTH OF THE FENCELINE.
 LG0884'
 LG0884'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED
 LG0884'SANKEY 1947 NO 3 1975 AND PROJECTS 3 INCHES ABOVE THE GROUND
 LG0884'SURFACE.  IT IS 35 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 LG0884'27.5 FEET EAST OF THE METAL WITNESS POST AND 4 INCHES SOUTH OF THE
 LG0884'FENCELINE.
 LG0884'
 LG0884'THE AZIMUTH MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED SANKEY
 LG0884'1947 AZ 2 1975, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 LG0884'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET
 LG0884'WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 28 FEET SOUTH OF
 LG0884'THE CENTER OF THE EAST-WEST GRAVELED ROAD AND 1.5 FEET SOUTH OF A
 LG0884'METAL WITNESS POST.
 LG0884'
 LG0884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.0 MILES
 LG0884'NORTHEAST OF SUPERIOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1171 ***********************************************************************
 LH1171  DESIGNATION -  SANKEY AZ MK 2
 LH1171  PID         -  LH1171
 LH1171  STATE/COUNTY-  NE/NUCKOLLS
 LH1171  USGS QUAD   -  SUPERIOR (1983)
 LH1171
 LH1171                         *CURRENT SURVEY CONTROL
 LH1171  ___________________________________________________________________
 LH1171* NAD 83(1995)-  40 05 21.20869(N)    098 00 35.82156(W)     ADJUSTED  
 LH1171* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 LH1171  ___________________________________________________________________
 LH1171  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 LH1171  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 LH1171
 LH1171  HORZ ORDER  -  THIRD
 LH1171
 LH1171.The horizontal coordinates were established by classical geodetic methods
 LH1171.and adjusted by the National Geodetic Survey in August 1997..
 LH1171.No horizontal observational check was made to the station.
 LH1171
 LH1171.The orthometric height was scaled from a topographic map.
 LH1171
 LH1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1171
 LH1171.The geoid height was determined by GEOID03.
 LH1171
 LH1171;                    North         East     Units Scale Factor Converg.
 LH1171;SPC NE       -    30,366.188   669,694.992   MT  0.99996087   +1 19 07.7
 LH1171;SPC KS N     -   194,937.509   399,151.347   MT  1.00006396   -0 00 22.7
 LH1171;UTM  14      - 4,438,129.978   584,400.962   MT  0.99968769   +0 38 15.4
 LH1171
 LH1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1171!SPC NE       -   0.99991921  x   0.99996087  =   0.99988008
 LH1171!SPC KS N     -   0.99991921  x   1.00006396  =   0.99998316
 LH1171!UTM  14      -   0.99991921  x   0.99968769  =   0.99960692
 LH1171
 LH1171                          SUPERSEDED SURVEY CONTROL
 LH1171
 LH1171  NAD 83(1986)-  40 05 21.21407(N)    098 00 35.82153(W) AD(       ) 3
 LH1171  NAD 27      -  40 05 21.17391(N)    098 00 34.67256(W) AD(       ) 3
 LH1171
 LH1171.Superseded values are not recommended for survey control.
 LH1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1171.See file dsdata.txt to determine how the superseded data were derived.
 LH1171
 LH1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8440138130(NAD 83)
 LH1171
 LH1171  HISTORY     - Date     Condition        Report By
 LH1171  HISTORY     - 1975     MONUMENTED       NGS
 LH1171  HISTORY     - 1975     GOOD             NGS
 LH1171
 LH1171                          STATION DESCRIPTION
 LH1171
 LH1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LH1171'TO REACH STATION SANKEY FROM THE WATER TANK AT THE NORTHEAST CORNER
 LH1171'OF SUPERIOR AND EAST SIDE OF STATE HIGHWAY 14, GO EAST ON A SURFACED
 LH1171'ROAD FOR 0.45 MILE TO WHERE THE SURFACE ROAD CURVES SOUTH.  CONTINUE
 LH1171'EAST ON A GRAVELED ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 LH1171'AND GO NORTH ON A GRAVELED ROAD FOR 4.0 MILES TO A CROSSROAD.  TURN
 LH1171'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD AND
 LH1171'THE AZIMUTH MARK 2 IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 LH1171'
 LH1171'THE AZIMUTH MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED SANKEY
 LH1171'1947 AZ 2 1975, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LH1171'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 35
 LH1171'FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 28 FEET SOUTH
 LH1171'OF THE CENTER OF THE EAST-WEST GRAVELED ROAD AND 1.5 FEET SOUTH OF THE
 LH1171'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1387 ***********************************************************************
 NM1387  DESIGNATION -  SANTEE AZ MK 2
 NM1387  PID         -  NM1387
 NM1387  STATE/COUNTY-  NE/KNOX
 NM1387  USGS QUAD   -  SANTEE (1978)
 NM1387
 NM1387                         *CURRENT SURVEY CONTROL
 NM1387  ___________________________________________________________________
 NM1387* NAD 83(1986)-  42 48 46.     (N)    097 51 04.     (W)     SCALED    
 NM1387* NAVD 88     -       502.48   (meters)    1648.6    (feet)  RESET     
 NM1387  ___________________________________________________________________
 NM1387  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 NM1387
 NM1387  VERT ORDER  -  THIRD
 NM1387
 NM1387.The horizontal coordinates were scaled from a topographic map and have
 NM1387.an estimated accuracy of +/- 6 seconds.
 NM1387
 NM1387.The orthometric height was computed from unverified reset data.
 NM1387
 NM1387.The geoid height was determined by GEOID03.
 NM1387
 NM1387;                    North         East    Units  Estimated Accuracy
 NM1387;SPC NE       -   333,010.      675,720.      MT  (+/- 180 meters Scaled)
 NM1387
 NM1387                          SUPERSEDED SURVEY CONTROL
 NM1387
 NM1387.No superseded survey control is available for this station.
 NM1387
 NM1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN939406(NAD 83)
 NM1387_MARKER: DZ = AZIMUTH MARK DISK
 NM1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1387_STAMPING: SANTEE 1901 1970
 NM1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1387+STABILITY: SURFACE MOTION
 NM1387
 NM1387  HISTORY     - Date     Condition        Report By
 NM1387  HISTORY     - 1970     MONUMENTED       NGS
 NM1387
 NM1387                          STATION DESCRIPTION
 NM1387
 NM1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NM1387'2 MI SW FROM SANTEE.
 NM1387'ABOUT 2.0 MILES SOUTHWEST ALONG A SURFACED ROAD FROM THE COMMUNITY
 NM1387'HALL AT SANTEE, 0.5 MILES NORTH OF TRIANGULATION STATION SANTEE
 NM1387'1901 1940, JUST SOUTH OF THE HIGHEST POINT OF HILL, 86 FEET
 NM1387'WEST OF THE CENTER OF THE SURFACED ROAD, 1 FOOT SOUTH OF A
 NM1387'METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 NM1387'POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1401 ***********************************************************************
 NM1401  DESIGNATION -  SANTEE MRC AZ MK
 NM1401  PID         -  NM1401
 NM1401  STATE/COUNTY-  NE/KNOX
 NM1401  USGS QUAD   -  SANTEE (1978)
 NM1401
 NM1401                         *CURRENT SURVEY CONTROL
 NM1401  ___________________________________________________________________
 NM1401* NAD 83(1986)-  42 47 38.     (N)    097 47 04.     (W)     SCALED    
 NM1401* NAVD 88     -       561.326  (meters)    1841.62   (feet)  ADJUSTED  
 NM1401  ___________________________________________________________________
 NM1401  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 NM1401  DYNAMIC HT  -         561.131 (meters)    1840.98  (feet)  COMP
 NM1401  MODELED GRAV-     980,255.3   (mgal)                       NAVD 88
 NM1401
 NM1401  VERT ORDER  -  SECOND    CLASS 0
 NM1401
 NM1401.The horizontal coordinates were scaled from a topographic map and have
 NM1401.an estimated accuracy of +/- 6 seconds.
 NM1401
 NM1401.The orthometric height was determined by differential leveling
 NM1401.and adjusted by the National Geodetic Survey in June 1991..
 NM1401
 NM1401.The geoid height was determined by GEOID03.
 NM1401
 NM1401.The dynamic height is computed by dividing the NAVD 88
 NM1401.geopotential number by the normal gravity value computed on the
 NM1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1401.degrees latitude (g = 980.6199 gals.).
 NM1401
 NM1401.The modeled gravity was interpolated from observed gravity values.
 NM1401
 NM1401;                    North         East    Units  Estimated Accuracy
 NM1401;SPC NE       -   331,050.      681,230.      MT  (+/- 180 meters Scaled)
 NM1401
 NM1401                          SUPERSEDED SURVEY CONTROL
 NM1401
 NM1401  NGVD 29 (??/??/92)  561.092  (m)         1840.85   (f) ADJ UNCH    2 0
 NM1401
 NM1401.Superseded values are not recommended for survey control.
 NM1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1401.See file dsdata.txt to determine how the superseded data were derived.
 NM1401
 NM1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN994386(NAD 83)
 NM1401_MARKER: DZ = AZIMUTH MARK DISK
 NM1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1401_STAMPING: SANTEE MRC
 NM1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1401+STABILITY: SURFACE MOTION
 NM1401
 NM1401  HISTORY     - Date     Condition        Report By
 NM1401  HISTORY     - 1948     MONUMENTED       CGS
 NM1401  HISTORY     - 1949     GOOD             NGS
 NM1401
 NM1401                          STATION DESCRIPTION
 NM1401
 NM1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1401'5.8 MI E FROM SANTEE.
 NM1401'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY HALL
 NM1401'AT SANTEE, THENCE 3.55 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 NM1401'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, THENCE 0.45 MILE SOUTH
 NM1401'ALONG A DIRT ROAD, 0.45 MILE SOUTH OF TRIANGULATION STATION
 NM1401'SANTEE MRC 1948, ON THE CREST OF A HILL, 143 FEET SOUTHWEST OF
 NM1401'THE CENTER LINE OF THE ROAD, 87 FEET WEST OF A FENCE CORNER,
 NM1401'SET IN AN EAST-WEST FENCE LINE, SET IN THE TOP OF A CONCRETE
 NM1401'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 NM1401'MARK IS 65 YARDS (PACED) SOUTHWEST OF BENCH MARK N 271 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1398 ***********************************************************************
 NM1398  DESIGNATION -  SANTEE MRC RESET
 NM1398  PID         -  NM1398
 NM1398  STATE/COUNTY-  NE/KNOX
 NM1398  USGS QUAD   -  SANTEE (1978)
 NM1398
 NM1398                         *CURRENT SURVEY CONTROL
 NM1398  ___________________________________________________________________
 NM1398* NAD 83(1995)-  42 48 00.33614(N)    097 47 10.56659(W)     ADJUSTED  
 NM1398* NAVD 88     -       558.105  (meters)    1831.05   (feet)  ADJUSTED  
 NM1398  ___________________________________________________________________
 NM1398  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 NM1398  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 NM1398  DYNAMIC HT  -         557.912 (meters)    1830.42  (feet)  COMP
 NM1398  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 NM1398
 NM1398  HORZ ORDER  -  SECOND
 NM1398  VERT ORDER  -  SECOND    CLASS 0
 NM1398
 NM1398.The horizontal coordinates were established by classical geodetic methods
 NM1398.and adjusted by the National Geodetic Survey in August 1997..
 NM1398
 NM1398.The orthometric height was determined by differential leveling
 NM1398.and adjusted by the National Geodetic Survey in June 1991..
 NM1398
 NM1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1398
 NM1398.The geoid height was determined by GEOID03.
 NM1398
 NM1398.The dynamic height is computed by dividing the NAVD 88
 NM1398.geopotential number by the normal gravity value computed on the
 NM1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1398.degrees latitude (g = 980.6199 gals.).
 NM1398
 NM1398.The modeled gravity was interpolated from observed gravity values.
 NM1398
 NM1398;                    North         East     Units Scale Factor Converg.
 NM1398;SPC NE       -   331,732.518   681,058.620   MT  0.99991446   +1 28 01.3
 NM1398;SPC SD S     -    55,048.388   808,331.182   MT  1.00000804   +1 45 25.6
 NM1398;SPC SD S     -   180,604.59  2,651,999.89   sFT  1.00000804   +1 45 25.6
 NM1398;UTM  14      - 4,739,330.204   599,249.948   MT  0.99972119   +0 49 29.0
 NM1398
 NM1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1398!SPC NE       -   0.99991652  x   0.99991446  =   0.99983099
 NM1398!SPC SD S     -   0.99991652  x   1.00000804  =   0.99992456
 NM1398!UTM  14      -   0.99991652  x   0.99972119  =   0.99963774
 NM1398
 NM1398:                Primary Azimuth Mark                     Grid Az
 NM1398:SPC NE       -  SANTEE MRC AZ MK                         166 41 07.6
 NM1398:SPC SD S     -  SANTEE MRC AZ MK                         166 23 43.3
 NM1398:UTM  14      -  SANTEE MRC AZ MK                         167 19 39.9
 NM1398
 NM1398|---------------------------------------------------------------------|
 NM1398| PID    Reference Object                     Distance      Geod. Az  |
 NM1398|                                                           dddmmss.s |
 NM1398| NM1401 SANTEE MRC AZ MK                                   1680908.9 |
 NM1398| NM1399 SANTEE MRC RM 1                      18.514 METERS 19251     |
 NM1398| NM1397 SANTEE MRC RM 2                      16.920 METERS 30700     |
 NM1398|---------------------------------------------------------------------|
 NM1398
 NM1398                          SUPERSEDED SURVEY CONTROL
 NM1398
 NM1398  NAD 83(1986)-  42 48 00.34519(N)    097 47 10.56275(W) AD(       ) 2
 NM1398  NAD 27      -  42 48 00.34100(N)    097 47 09.32300(W) AD(       ) 2
 NM1398  NGVD 29 (??/??/92)  557.872  (m)         1830.29   (f) ADJ UNCH    2 0
 NM1398
 NM1398.Superseded values are not recommended for survey control.
 NM1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1398.See file dsdata.txt to determine how the superseded data were derived.
 NM1398
 NM1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9925039330(NAD 83)
 NM1398_MARKER: DS = TRIANGULATION STATION DISK
 NM1398_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NM1398+WITH SETTING: INTO GROUND
 NM1398_STAMPING: SANTEE MRC 1948
 NM1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1398+STABILITY: SURFACE MOTION
 NM1398
 NM1398  HISTORY     - Date     Condition        Report By
 NM1398  HISTORY     - 1948     MONUMENTED       MORC
 NM1398  HISTORY     - 1949     GOOD             NGS
 NM1398  HISTORY     - 1961     GOOD             CGS
 NM1398
 NM1398                          STATION DESCRIPTION
 NM1398
 NM1398'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (MEW)
 NM1398'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF
 NM1398'LINDY, ON A HIGH RIDGE OVER-LOOKING THE MISSOURI RIVER VALLEY
 NM1398'TO THE NORTH.  IT IS 56 FEET EAST OF THE CENTERLINE OF A DIRT
 NM1398'ROAD, 34 FEET EAST OF A FENCELINE, AND 8 FEET WEST OF THE
 NM1398'BLUFF.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NM1398'SANTEE (MRC) 1948.  (NOTE--A STANDARD STATION DISK WAS SET
 NM1398'IN THE TOP OF A MRC PIPE, AND A SQUARE BLOCK OF CONCRETE
 NM1398'WAS POURED AROUND THE PIPE.)
 NM1398'
 NM1398'REFERENCE MARK NO. 1 IS 60.74 FEET SOUTHWEST OF THE STATION,
 NM1398'20 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT EAST
 NM1398'OF THE FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NM1398'IS STAMPED SANTEE (MRC) NO 1 1948.
 NM1398'
 NM1398'REFERENCE MARK NO. 2 IS 55.51 FEET NORTHWEST OF THE STATION,
 NM1398'20 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET EAST
 NM1398'OF THE FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NM1398'IS STAMPED SANTEE (MRC) NO 2 1948.
 NM1398'
 NM1398'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION, 50
 NM1398'YARDS WEST OF THE ROAD LEADING TO THE STATION, AND IS SET
 NM1398'IN AN EAST-WEST FENCE LINE.  THE DISK IS STAMPED SANTEE MRC
 NM1398'1948 AND PROJECTS 4 INCHES.
 NM1398'
 NM1398'TO REACH THE STATION FROM THE CROSS STREETS AT THE EAST EDGE
 NM1398'OF LINDY, GO NORTH ON THE MAIN ROAD FOR 5.15 MILES TO A CROSS
 NM1398'ROAD.  TURN RIGHT AND GO NORTH AND WEST FOR 0.95 MILE TO A
 NM1398'RIGHT-ANGLE TURN AND THE AZIMUTH MARK STRAIGHT AHEAD AS DESCRIBED.
 NM1398'FROM HERE TURN RIGHT AND GO NORTH AND WEST FOR 0.45 MILE TO THE
 NM1398'STATION ON THE RIGHT AS DESCRIBED.
 NM1398'
 NM1398'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NM1398
 NM1398                          STATION RECOVERY (1949)
 NM1398
 NM1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM1398'5.4 MI SE FROM SANTEE.
 NM1398'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY HALL
 NM1398'AT SANTEE, THENCE 3.55 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 NM1398'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, 0.05 MILE SOUTH OF A
 NM1398'RIGHT ANGLE TURN IN THE ROAD, ON A HIGH RIDGE OVERLOOKING THE
 NM1398'MISSOURI RIVER VALLEY TO THE NORTH, 56 FEET EAST OF THE CENTER
 NM1398'LINE OF THE ROAD, AND SET IN THE TOP OF AN IRON PIPE PROJECTING
 NM1398'0.4 FOOT ABOVE THE GROUND AND WHICH HAS A SQUARE BLOCK OF CONCRETE
 NM1398'POURED AROUND IT.
 NM1398
 NM1398                          STATION RECOVERY (1961)
 NM1398
 NM1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 NM1398'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NM1398'IN GOOD CONDITION EXCEPT THE TWO REFERENCE MARKS WHICH WERE
 NM1398'SLIGHTLY EXPOSED ON ONE SIDE WHERE THE BACK SLOPE OF THE DITCH
 NM1398'GOES BY.  BOTH MARKS WERE SOLID IN THE GROUND, SO SOME DIRT
 NM1398'WAS PILED AND PACKED ON THE OPPOSITE SIDE.  THIS STATION AFFORDS
 NM1398'AN EXCELLENT VIEW OF THE LEWIS AND CLARKE LAKE WHICH WAS FORMED
 NM1398'BY GAVINS DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1399 ***********************************************************************
 NM1399  DESIGNATION -  SANTEE MRC RM 1
 NM1399  PID         -  NM1399
 NM1399  STATE/COUNTY-  NE/KNOX
 NM1399  USGS QUAD   -  SANTEE (1978)
 NM1399
 NM1399                         *CURRENT SURVEY CONTROL
 NM1399  ___________________________________________________________________
 NM1399* NAD 83(1986)-  42 48 00.     (N)    097 47 10.     (W)     SCALED    
 NM1399* NAVD 88     -       558.474  (meters)    1832.26   (feet)  ADJUSTED  
 NM1399  ___________________________________________________________________
 NM1399  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 NM1399  DYNAMIC HT  -         558.282 (meters)    1831.63  (feet)  COMP
 NM1399  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 NM1399
 NM1399  VERT ORDER  -  SECOND    CLASS 0
 NM1399
 NM1399.The horizontal coordinates were scaled from a topographic map and have
 NM1399.an estimated accuracy of +/- 6 seconds.
 NM1399
 NM1399.The orthometric height was determined by differential leveling
 NM1399.and adjusted by the National Geodetic Survey in June 1991..
 NM1399
 NM1399.The geoid height was determined by GEOID03.
 NM1399
 NM1399.The dynamic height is computed by dividing the NAVD 88
 NM1399.geopotential number by the normal gravity value computed on the
 NM1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1399.degrees latitude (g = 980.6199 gals.).
 NM1399
 NM1399.The modeled gravity was interpolated from observed gravity values.
 NM1399
 NM1399;                    North         East    Units  Estimated Accuracy
 NM1399;SPC NE       -   331,720.      681,070.      MT  (+/- 180 meters Scaled)
 NM1399
 NM1399                          SUPERSEDED SURVEY CONTROL
 NM1399
 NM1399  NGVD 29 (??/??/92)  558.241  (m)         1831.50   (f) ADJ UNCH    2 0
 NM1399
 NM1399.Superseded values are not recommended for survey control.
 NM1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1399.See file dsdata.txt to determine how the superseded data were derived.
 NM1399
 NM1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN992393(NAD 83)
 NM1399_MARKER: DR = REFERENCE MARK DISK
 NM1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1399_STAMPING: SANTEE MRC NO 1 1948
 NM1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1399+STABILITY: SURFACE MOTION
 NM1399
 NM1399  HISTORY     - Date     Condition        Report By
 NM1399  HISTORY     - 1948     MONUMENTED       CGS
 NM1399  HISTORY     - 1949     GOOD             NGS
 NM1399
 NM1399                          STATION DESCRIPTION
 NM1399
 NM1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1399'5.4 MI E FROM SANTEE.
 NM1399'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY HALL
 NM1399'AT SANTEE, THENCE 3.55 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 NM1399'THENCE 1.1 MILES EAST ALONG A DIRT ROAD, ON THE CREST OF A RIDGE
 NM1399'OVERLOOKING THE MISSOURI RIVER TO THE NORTH, 60 FEET WEST OF
 NM1399'TRIANGULATION STATION SANTEE (MRC) 1948, 20 FEET EAST OF THE
 NM1399'CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 NM1399'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1397 ***********************************************************************
 NM1397  DESIGNATION -  SANTEE MRC RM 2
 NM1397  PID         -  NM1397
 NM1397  STATE/COUNTY-  NE/KNOX
 NM1397  USGS QUAD   -  SANTEE (1978)
 NM1397
 NM1397                         *CURRENT SURVEY CONTROL
 NM1397  ___________________________________________________________________
 NM1397* NAD 83(1986)-  42 48 00.     (N)    097 47 10.     (W)     SCALED    
 NM1397* NAVD 88     -       556.463  (meters)    1825.66   (feet)  ADJUSTED  
 NM1397  ___________________________________________________________________
 NM1397  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 NM1397  DYNAMIC HT  -         556.271 (meters)    1825.03  (feet)  COMP
 NM1397  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 NM1397
 NM1397  VERT ORDER  -  SECOND    CLASS 0
 NM1397
 NM1397.The horizontal coordinates were scaled from a topographic map and have
 NM1397.an estimated accuracy of +/- 6 seconds.
 NM1397
 NM1397.The orthometric height was determined by differential leveling
 NM1397.and adjusted by the National Geodetic Survey in June 1991..
 NM1397
 NM1397.The geoid height was determined by GEOID03.
 NM1397
 NM1397.The dynamic height is computed by dividing the NAVD 88
 NM1397.geopotential number by the normal gravity value computed on the
 NM1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1397.degrees latitude (g = 980.6199 gals.).
 NM1397
 NM1397.The modeled gravity was interpolated from observed gravity values.
 NM1397
 NM1397;                    North         East    Units  Estimated Accuracy
 NM1397;SPC NE       -   331,720.      681,070.      MT  (+/- 180 meters Scaled)
 NM1397
 NM1397                          SUPERSEDED SURVEY CONTROL
 NM1397
 NM1397  NGVD 29 (??/??/92)  556.229  (m)         1824.89   (f) ADJ UNCH    2 0
 NM1397
 NM1397.Superseded values are not recommended for survey control.
 NM1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1397.See file dsdata.txt to determine how the superseded data were derived.
 NM1397
 NM1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN992393(NAD 83)
 NM1397_MARKER: DR = REFERENCE MARK DISK
 NM1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1397_STAMPING: SANTEE MRC NO 2 1948
 NM1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1397+STABILITY: SURFACE MOTION
 NM1397
 NM1397  HISTORY     - Date     Condition        Report By
 NM1397  HISTORY     - 1948     MONUMENTED       CGS
 NM1397  HISTORY     - 1949     GOOD             NGS
 NM1397
 NM1397                          STATION DESCRIPTION
 NM1397
 NM1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1397'5.4 MI E FROM SANTEE.
 NM1397'0.7 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE COMMUNITY
 NM1397'HALL AT SANTEE, THENCE 3.55 MILES SOUTHEAST ALONG A GRAVELED
 NM1397'ROAD, THENCE 1.1 MILES EAST ALONG A DIRT ROAD, ON THE CREST OF A
 NM1397'RIDGE OVERLOOKING THE MISSOURI RIVER TO THE NORTH, 55 FEET
 NM1397'NORTHWEST OF TRIANGULATION STATION SANTEE (MRC) 1948, 20 FEET
 NM1397'EAST OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A
 NM1397'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1382 ***********************************************************************
 NM1382  FBN         -  This is a Federal Base Network Control Station.
 NM1382  DESIGNATION -  SANTEE RESET
 NM1382  PID         -  NM1382
 NM1382  STATE/COUNTY-  NE/KNOX
 NM1382  USGS QUAD   -  SANTEE (1978)
 NM1382
 NM1382                         *CURRENT SURVEY CONTROL
 NM1382  ___________________________________________________________________
 NM1382* NAD 83(1995)-  42 48 29.46834(N)    097 51 35.38338(W)     ADJUSTED  
 NM1382* NAVD 88     -       512.591  (meters)    1681.73   (feet)  ADJUSTED  
 NM1382  ___________________________________________________________________
 NM1382  X           -    -640,922.416 (meters)                     COMP
 NM1382  Y           -  -4,642,786.950 (meters)                     COMP
 NM1382  Z           -   4,312,223.925 (meters)                     COMP
 NM1382  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 NM1382  ELLIP HEIGHT-         486.72  (meters)          (07/10/01) GPS OBS
 NM1382  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 NM1382  DYNAMIC HT  -         512.419 (meters)    1681.16  (feet)  COMP
 NM1382  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 NM1382
 NM1382  HORZ ORDER  -  A
 NM1382  VERT ORDER  -  SECOND    CLASS 0
 NM1382  ELLP ORDER  -  FOURTH    CLASS I
 NM1382
 NM1382.The horizontal coordinates were established by GPS observations
 NM1382.and adjusted by the National Geodetic Survey in June 1996..
 NM1382
 NM1382.The orthometric height was determined by differential leveling
 NM1382.and adjusted by the National Geodetic Survey in June 1991..
 NM1382
 NM1382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NM1382
 NM1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1382
 NM1382.The ellipsoidal height was determined by GPS observations
 NM1382.and is referenced to NAD 83.
 NM1382
 NM1382.The geoid height was determined by GEOID03.
 NM1382
 NM1382.The dynamic height is computed by dividing the NAVD 88
 NM1382.geopotential number by the normal gravity value computed on the
 NM1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1382.degrees latitude (g = 980.6199 gals.).
 NM1382
 NM1382.The modeled gravity was interpolated from observed gravity values.
 NM1382
 NM1382;                    North         East     Units Scale Factor Converg.
 NM1382;SPC NE       -   332,479.641   675,021.213   MT  0.99991768   +1 25 05.8
 NM1382;SPC SD S     -    55,765.108   802,289.534   MT  1.00000605   +1 42 22.9
 NM1382;SPC SD S     -   182,956.03  2,632,178.25   sFT  1.00000605   +1 42 22.9
 NM1382;UTM  14      - 4,740,144.855   593,222.523   MT  0.99970691   +0 46 29.5
 NM1382
 NM1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1382!SPC NE       -   0.99992367  x   0.99991768  =   0.99984136
 NM1382!SPC SD S     -   0.99992367  x   1.00000605  =   0.99992972
 NM1382!UTM  14      -   0.99992367  x   0.99970691  =   0.99963061
 NM1382
 NM1382|---------------------------------------------------------------------|
 NM1382| PID    Reference Object                     Distance      Geod. Az  |
 NM1382|                                                           dddmmss.s |
 NM1382| NM1383 SANTEE RM 1                          39.561 METERS 02630     |
 NM1382| NM1387 SANTEE AZ MK 2                                     0560354.8 |
 NM1382| NM1386 SANTEE AZ MK                                       0560325.6 |
 NM1382| NM1384 SANTEE RM 2                          36.916 METERS 13703     |
 NM1382| NM1901 SPRINGFIELD ST MARYS SCH TANK       APPROX. 5.5 KM 3283032.7 |
 NM1382| NM1895 SPRINGFIELD MUNICIPAL TANK          APPROX. 5.9 KM 3305748.7 |
 NM1382|---------------------------------------------------------------------|
 NM1382
 NM1382                          SUPERSEDED SURVEY CONTROL
 NM1382
 NM1382  ELLIP H (06/25/96)  486.77   (m)                       GP(       ) 1 1
 NM1382  NAD 83(1986)-  42 48 29.47772(N)    097 51 35.38043(W) AD(       ) 1
 NM1382  NAD 27      -  42 48 29.47500(N)    097 51 34.13800(W) AD(       ) 1
 NM1382  NAVD 88 (06/25/96)  512.59   (m)         1681.7    (f) LEVELING    3  
 NM1382  NGVD 29 (??/??/92)  512.368  (m)         1680.99   (f) ADJ UNCH    2 0
 NM1382
 NM1382.Superseded values are not recommended for survey control.
 NM1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1382.See file dsdata.txt to determine how the superseded data were derived.
 NM1382
 NM1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN9322340145(NAD 83)
 NM1382_MARKER: DS = TRIANGULATION STATION DISK
 NM1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1382_STAMPING: SANTEE 1901 1940
 NM1382_MARK LOGO: CGS   
 NM1382_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NM1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1382+STABILITY: SURFACE MOTION
 NM1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NM1382+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2000
 NM1382
 NM1382  HISTORY     - Date     Condition        Report By
 NM1382  HISTORY     - 1901     MONUMENTED       CGS
 NM1382  HISTORY     - 1935     GOOD             CGS
 NM1382  HISTORY     - 1940     SEE DESCRIPTION  CGS
 NM1382  HISTORY     - 1948     GOOD             CGS
 NM1382  HISTORY     - 1949     GOOD             NGS
 NM1382  HISTORY     - 1970     GOOD             NGS
 NM1382  HISTORY     - 1970     GOOD             NGS
 NM1382  HISTORY     - 1975     GOOD             NEDR
 NM1382  HISTORY     - 19950620 GOOD             NGS
 NM1382  HISTORY     - 19960724 GOOD             NGS
 NM1382  HISTORY     - 19970113 GOOD             NGS
 NM1382  HISTORY     - 20000510 GOOD             NGS
 NM1382
 NM1382                          STATION DESCRIPTION
 NM1382
 NM1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FDG)
 NM1382'NEAR THE NORTHEAST CORNER OF THE SE. 1/4 SEC. 26, T. 33 N.,
 NM1382'R. 5 W., ON THE RIGHT BANK OF THE MISSOURI RIVER, ON THE
 NM1382'CREST OF A HILL FORMING PART OF A RANGE WHICH EXTENDS FOR
 NM1382'MILES ALONG THE RIVER, AND THE HIGHEST POINT OF WHICH RANGE
 NM1382'VISIBLE FROM THE STATION IS ABOUT 4 MILES EAST-SOUTHEAST.
 NM1382'THE STATION IS ON LAND BELONGING TO JOHN F. ROLLINS, WHO
 NM1382'LIVES IN A SMALL FRAME HOUSE IN A RAVINE ABOUT 0.4 MILE TO
 NM1382'THE WEST-SOUTHWEST.  THE NEAREST TOWNS TO THE STATION ARE
 NM1382'SANTEE, ABOUT 2.5 MILES TO THE NORTH-NORTHEAST, AND NIOBRARA,
 NM1382'ABOUT 13 MILES TO THE WEST-SOUTHWEST.  THE MAIN ROAD BETWEEN
 NM1382'THESE TWO TOWNS PASSES ABOUT 100 YARDS TO THE SOUTH OF THE
 NM1382'STATION.  THE STATION IS MARKED ON THE SURFACE BY AN
 NM1382'IRREGULAR-SHAPED FLAT-TOPPED ROCK ABOUT 11 INCHES IN DIAMETER AND 9
 NM1382'INCHES THICK, WITH A CROSS AND THE LETTERS U.S.C.S. CUT
 NM1382'IN ITS TOP.  UNDERNEATH THIS ROCK AND 2.25 FEET BELOW
 NM1382'ITS TOP IS A STONE JUG WITH A TACK IN THE CENTER OF ITS
 NM1382'CORK.
 NM1382
 NM1382                          STATION RECOVERY (1935)
 NM1382
 NM1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NM1382'STATION RECOVERED MAY 2, 1935, IN GOOD CONDITION.  NEAR THE
 NM1382'NORTHEAST CORNER OF THE SOUTHEAST QUARTER SEC. 26, T. 33 N.,
 NM1382'R. 5 W., ABOUT 2.5 MILES SOUTH-SOUTHWEST OF SANTEE, 115 FEET
 NM1382'SOUTH OF AN EAST-AND-WEST FENCE LINE AND 130 YARDS NORTH-NORTHWEST
 NM1382'OF THE MAIN ROAD FROM NIOBRARA TO SANTEE.  THE SURFACE MARK,
 NM1382'A FLAT BLOCK OF LOCAL SANDSTONE WITH CHISELED CROSS AND THE
 NM1382'LETTERS U.S.C.S. ON TOP, ROUGHLY 1 FOOT SQUARE, IS SLIGHTLY
 NM1382'BELOW THE SURFACE OF GROUND BUT NOT, AT PRESENT, COVERED.
 NM1382'THERE IS A FENCE CORNER AT ABOUT THE CORRECT DISTANCE AND
 NM1382'AZIMUTH FROM THE STATION BUT THE CEDAR POST WAS NOT FOUND.
 NM1382'
 NM1382'TO REACH FROM NIOBRARA GO EAST ABOUT 5 MILES ON STATE HIGHWAY
 NM1382'12 TO FORK ABOUT 1/8 MILE EAST OF HIGHWAY BRIDGE OVER BAZILE
 NM1382'CREEK WHERE ROAD TO SANTEE LEAVES THE HIGHWAY, THENCE NORTHEAST
 NM1382'ON A WINDING ROAD ABOUT 7-1/2 MILES TO GATE AT TOP OF A HILL,
 NM1382'AND STATION AT HIGHEST PART OF THE HILL TO LEFT OF THE ROAD.
 NM1382'THIS GATE IS ABOUT 2 MILES NORTH OF DAN OCONNORS ANCHOR
 NM1382'RANCH.
 NM1382
 NM1382                          STATION RECOVERY (1940)
 NM1382
 NM1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NM1382'STATION SANTEE IS 9-1/2 MILES EAST-NORTHEAST OF NIOBRARA,
 NM1382'2-1/2 MILES SOUTH OF THE VILLAGE OF SANTEE ON THE SUMMIT
 NM1382'OF A SMALL HILL, THE HIGHEST GROUND IN THE VICINITY ON THE
 NM1382'NORTH SIDE OF THE MAIN ROAD BETWEEN STATE HIGHWAY 12 AND THE
 NM1382'VILLAGE OF SANTEE.
 NM1382'
 NM1382'TO REACH FROM NIOBRARA GO EAST ON STATE ROUTE 12 FOR 5.0
 NM1382'MILES, OR 0.2 MILE AFTER CROSSING A SMALL STEEL BRIDGE, AND
 NM1382'TURN LEFT ON GRADED T-ROAD AS PER ROAD SIGN SANTEE, GO 0.55
 NM1382'MILE AND KEEP STRAIGHT AHEAD ON MAIN-TRAVELED ROAD AT T-ROAD
 NM1382'LEADING RIGHT, GO 6.35 MILES ON MAIN-TRAVELED ROAD NORTH
 NM1382'AND EAST TO THE TOP OF THE GRADE AND STATION ABOUT 225 YARDS
 NM1382'NORTH OF THE ROAD IN A FIELD.  TO REACH AZIMUTH MARK CONTINUE
 NM1382'EAST 0.5 MILE TO A HIGH POINT OF NEXT HILL AND AZIMUTH MARK
 NM1382'ON NORTH SIDE OF THE ROAD.
 NM1382'
 NM1382'THE OLD STATION MARKS, A STONE AND JUG, WERE REPLACED BY
 NM1382'MARKS AS DESCRIBED.  STATION MARK IS ON
 NM1382'HIGHEST POINT OF BARE RIDGE, 117 FEET SOUTH OF EAST-WEST
 NM1382'FENCE LINE, 4.3 FEET SOUTHEAST OF WHITE REFERENCE POST, IS
 NM1382'STAMPED SANTEE 1901, 1940, AND PROJECTS 4 INCHES.  SUB-SURFACE
 NM1382'MARK IS 38 INCHES UNDERGROUND.
 NM1382'
 NM1382'NEW REFERENCE MARKS WERE ESTABLISHED AS DESCRIBED.
 NM1382'NO. 1 IS 6 INCHES SOUTH OF EAST-WEST FENCE LINE, ABOUT
 NM1382'8 FEET LOWER THAN THE STATION, IS STAMPED SANTEE NO. 1 1940,
 NM1382'AND PROJECTS 4 INCHES.
 NM1382'
 NM1382'NO. 2 IS ON THE PEAK OF THE SAME RIDGE AS THE STATION MARK,
 NM1382'ABOUT 6 INCHES LOWER THAN THE STATION, IS STAMPED SANTEE
 NM1382'NO. 2 1940, AND PROJECTS 4 INCHES.
 NM1382'
 NM1382'ALSO AN AZIMUTH MARK WAS ESTABLISHED
 NM1382'AS FOLLOWS--
 NM1382'
 NM1382'AZIMUTH MARK IS 0.5 MILE NORTHEAST OF STATION NEAR THE HIGH
 NM1382'POINT OF A SMALL HILL WHICH IS SLIGHTLY LOWER THAN THE HILL
 NM1382'ON WHICH THE STATION IS LOCATED, AT TOP OF HIGH BACKSLOPE
 NM1382'ON NORTHWEST SIDE OF ROAD, 49 FEET NORTHWEST OF CENTERLINE
 NM1382'OF ROAD, 15 FEET HIGHER THAN ROADWAY, 3 FEET SOUTHWEST OF
 NM1382'WHITE REFERENCE POST, 6 INCHES NORTHWEST OF FENCE LINE, IS
 NM1382'STAMPED SANTEE 1940, AND PROJECTS 6 INCHES.
 NM1382'
 NM1382'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NM1382
 NM1382                          STATION RECOVERY (1948)
 NM1382
 NM1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1382'THE STATION WAS RECOVERED AS RESET AND DESCRIBED BY K.B.J.
 NM1382'IN 1940 AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 NM1382'STAMPING DISTANCES AND DIRECTION OF THE STATION MARK, REFERENCE
 NM1382'MARKS AND AZIMUTH MARK WERE FOUND CORRECT, AND THE DESCRIPTION
 NM1382'OF HOW TO REACH THE STATION FROM NIOBRARA IS ADEQUATE.
 NM1382
 NM1382                          STATION RECOVERY (1949)
 NM1382
 NM1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NM1382'2.6 MI SW FROM SANTEE.
 NM1382'2.65 MILES SOUTHWEST ALONG A WINDING GRAVELED ROAD FROM THE
 NM1382'COMMUNITY HALL AT SANTEE, ON THE HIGHEST PEAK IN THE VICINITY,
 NM1382'168 YARDS (PACED) NORTHWEST OF THE CENTER LINE OF THE GRAVELED
 NM1382'ROAD, 100 FEET EAST OF THE EDGE OF A RAVINE, 6.0 FEET NORTHEAST
 NM1382'OF A ROCK WHICH HAS U.S.G.S. INSCRIBED ON THE TOP OF IT, 4.7
 NM1382'FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 NM1382'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK
 NM1382'IS 0.2 MILE SOUTHWEST OF BENCH MARK W 271.
 NM1382
 NM1382                          STATION RECOVERY (1970)
 NM1382
 NM1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NM1382'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 NM1382'2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 NM1382'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF ROAD CONSTRUCTION
 NM1382'AND WAS RESET AT THE REQUEST OF THE NEBRASKA STATE HIGHWAY
 NM1382'DEPARTMENT.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 NM1382'MARKS WERE VERIFIED.  THE TO REACH AND DESCRIPTION WAS FOUND
 NM1382'ADEQUATE FOR RECOVERY.
 NM1382'
 NM1382'A NEW AZIMUTH MARK WAS SET.
 NM1382'
 NM1382'FOLLOWING IS A NEW DESCRIPTION FOR THE AZIMUTH MARK.
 NM1382'
 NM1382'AZIMUTH MARK, A STANDARD DISK STAMPED SANTEE 1901 1970, IS
 NM1382'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 NM1382'IT IS JUST SOUTH OF THE HIGHEST POINT OF HILL, 86 FEET
 NM1382'WEST OF THE CENTER OF THE NEW SURFACED ROAD, AND 1 FOOT SOUTH
 NM1382'OF A METAL WITNESS POST.
 NM1382'
 NM1382'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR ABOUT
 NM1382'250 YARDS TO A SURFACED ROAD.  TURN LEFT AND GO NORTH ON
 NM1382'THE SURFACED ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 NM1382'
 NM1382'NOTE--SANTEE 1940 AZIMUTH TO SANTEE 1970 AZIMUTH IS -2.3734
 NM1382'METERS.
 NM1382'
 NM1382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 NM1382'1/5 MILES SOUTH OF SANTEE.
 NM1382
 NM1382                          STATION RECOVERY (1970)
 NM1382
 NM1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1382'RECOVERED IN GOOD CONDITION.
 NM1382
 NM1382                          STATION RECOVERY (1975)
 NM1382
 NM1382'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1975 (HED)
 NM1382'STATION, REF 1, REF 2 FOUND AS DESCRIBED IN GOOD CONDITION.
 NM1382'
 NM1382'NEAREST TOWN--SANTEE.
 NM1382
 NM1382                          STATION RECOVERY (1995)
 NM1382
 NM1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 NM1382'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST-NORTHEAST OF NIOBRARA,
 NM1382'2.5 MI (4.0 KM) SOUTH OF SANTEE, 2.0 MI (3.2 KM) SOUTHEAST OF THE
 NM1382'MISSOURI RIVER, ABOUT 400 FT (121.9 M) NORTHWEST OF STATE ROAD 54D
 NM1382'SPUR, IN PASTURE LAND, AND ON PROPERTY OWNED BY THE SANTEE SIOUX TRIBE
 NM1382'OF NEBRASKA.  PERMISSION GRANTED BY MR. ALVIN TWISS, LAND MANAGER,
 NM1382'SANTEE SIOUX TRIBAL OFFICE, ROUTE 2, BOX 55, NIOBRARA, NEBRASKA,
 NM1382'68760.  TELEPHONE 402-857-3338.  TO REACH THE MARK FROM THE JUNCTION
 NM1382'OF STATE ROAD 54D SPUR AND STATE HIGHWAY 12, 5 MI (8.0 KM) EAST OF
 NM1382'NIOBRARA, GO NORTHEASTERLY ON STATE ROAD 54D SPUR FOR 6.35 MI (10.22
 NM1382'KM) TO A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND
 NM1382'IMMEDIATELY TURN RIGHT, PASSING THROUGH ANOTHER GATE. IMMEDIATELY TURN
 NM1382'LEFT AND GO NORTH ON A TRACK ROAD FOR 0.07 MI (0.11 KM) TO A SADDLE
 NM1382'ATOP A RIDGE.  TURN RIGHT AND GO EAST ACROSS THE PASTURE FOR 0.05 MI
 NM1382'(0.08 KM) TO THE MARK ON THE HIGHEST POINT OF THE HILL.  THE DISK IS
 NM1382'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2
 NM1382'FT (6.1 CM) ABOVE THE GROUND SURFACE.  IT IS 179.1 M (587.6 FT)
 NM1382'WEST-SOUTHWEST OF THE EAST 1/4 CORNER, SEC26, T33N, R5W, 76.3 FT (23.3
 NM1382'M) NORTH OF A 2.5 FT (0.8 M) TALL, SAWN OFF, UTILITY POLE, 7.8 FT (2.4
 NM1382'M) EAST OF A SMALL ROSE COLORED GRANITE STONE, 2.5 FT (0.8 M) WEST OF
 NM1382'A WITNESS POST AND 2.5 FT (0.8 M) NORTH OF A TILTED BLOCK OF WHITE
 NM1382'GRANITE, THE OLD ORIGINAL SURFACE MARK, WITH THE LETTERS U S C S AND
 NM1382'AN-X-CHISELED IN IT.  REBAR WAS DRIVEN ALONG THE NORTH SIDE OF THE
 NM1382'MARK.  NOTE--PLEASE CLOSE ALL GATES YOU OPEN.
 NM1382
 NM1382                          STATION RECOVERY (1996)
 NM1382
 NM1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 NM1382'RECOVERED AS DESCRIBED.
 NM1382
 NM1382                          STATION RECOVERY (1997)
 NM1382
 NM1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDS)
 NM1382'RECOVERED AS DESCRIBED.
 NM1382
 NM1382                          STATION RECOVERY (2000)
 NM1382
 NM1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 NM1382'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1383 ***********************************************************************
 NM1383  DESIGNATION -  SANTEE RM 1
 NM1383  PID         -  NM1383
 NM1383  STATE/COUNTY-  NE/KNOX
 NM1383  USGS QUAD   -  SANTEE (1978)
 NM1383
 NM1383                         *CURRENT SURVEY CONTROL
 NM1383  ___________________________________________________________________
 NM1383* NAD 83(1986)-  42 48 30.     (N)    097 51 35.     (W)     SCALED    
 NM1383* NAVD 88     -       510.786  (meters)    1675.80   (feet)  ADJUSTED  
 NM1383  ___________________________________________________________________
 NM1383  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 NM1383  DYNAMIC HT  -         510.614 (meters)    1675.24  (feet)  COMP
 NM1383  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 NM1383
 NM1383  VERT ORDER  -  SECOND    CLASS 0
 NM1383
 NM1383.The horizontal coordinates were scaled from a topographic map and have
 NM1383.an estimated accuracy of +/- 6 seconds.
 NM1383
 NM1383.The orthometric height was determined by differential leveling
 NM1383.and adjusted by the National Geodetic Survey in June 1991..
 NM1383
 NM1383.The geoid height was determined by GEOID03.
 NM1383
 NM1383.The dynamic height is computed by dividing the NAVD 88
 NM1383.geopotential number by the normal gravity value computed on the
 NM1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1383.degrees latitude (g = 980.6199 gals.).
 NM1383
 NM1383.The modeled gravity was interpolated from observed gravity values.
 NM1383
 NM1383;                    North         East    Units  Estimated Accuracy
 NM1383;SPC NE       -   332,500.      675,030.      MT  (+/- 180 meters Scaled)
 NM1383
 NM1383                          SUPERSEDED SURVEY CONTROL
 NM1383
 NM1383  NGVD 29 (??/??/92)  510.563  (m)         1675.07   (f) ADJ UNCH    2 0
 NM1383
 NM1383.Superseded values are not recommended for survey control.
 NM1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1383.See file dsdata.txt to determine how the superseded data were derived.
 NM1383
 NM1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN932401(NAD 83)
 NM1383_MARKER: DR = REFERENCE MARK DISK
 NM1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1383_STAMPING: SANTEE NO 1 1940
 NM1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1383+STABILITY: SURFACE MOTION
 NM1383
 NM1383  HISTORY     - Date     Condition        Report By
 NM1383  HISTORY     - 1940     MONUMENTED       CGS
 NM1383  HISTORY     - 1949     GOOD             NGS
 NM1383  HISTORY     - 1970     GOOD             NGS
 NM1383
 NM1383                          STATION DESCRIPTION
 NM1383
 NM1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1383'2.6 MI SW FROM SANTEE.
 NM1383'2.65 MILES SOUTHWEST ALONG A WINDING GRAVELED ROAD FROM THE
 NM1383'COMMUNITY HALL AT SANTEE, ON THE HIGHEST PEAK IN THE VICINITY,
 NM1383'130 FEET NORTH OF AND ABOUT 8 FEET LOWER THAN TRIANGULATION
 NM1383'STATION SANTEE 1940, AND SET IN THE TOP OF A CONCRETE POST
 NM1383'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS
 NM1383'0.2 MILE SOUTHWEST OF BENCH MARK W 271.
 NM1383
 NM1383                          STATION RECOVERY (1970)
 NM1383
 NM1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1384 ***********************************************************************
 NM1384  DESIGNATION -  SANTEE RM 2
 NM1384  PID         -  NM1384
 NM1384  STATE/COUNTY-  NE/KNOX
 NM1384  USGS QUAD   -  SANTEE (1978)
 NM1384
 NM1384                         *CURRENT SURVEY CONTROL
 NM1384  ___________________________________________________________________
 NM1384* NAD 83(1986)-  42 48 29.     (N)    097 51 35.     (W)     SCALED    
 NM1384* NAVD 88     -       511.512  (meters)    1678.19   (feet)  ADJUSTED  
 NM1384  ___________________________________________________________________
 NM1384  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 NM1384  DYNAMIC HT  -         511.340 (meters)    1677.62  (feet)  COMP
 NM1384  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 NM1384
 NM1384  VERT ORDER  -  SECOND    CLASS 0
 NM1384
 NM1384.The horizontal coordinates were scaled from a topographic map and have
 NM1384.an estimated accuracy of +/- 6 seconds.
 NM1384
 NM1384.The orthometric height was determined by differential leveling
 NM1384.and adjusted by the National Geodetic Survey in June 1991..
 NM1384
 NM1384.The geoid height was determined by GEOID03.
 NM1384
 NM1384.The dynamic height is computed by dividing the NAVD 88
 NM1384.geopotential number by the normal gravity value computed on the
 NM1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NM1384.degrees latitude (g = 980.6199 gals.).
 NM1384
 NM1384.The modeled gravity was interpolated from observed gravity values.
 NM1384
 NM1384;                    North         East    Units  Estimated Accuracy
 NM1384;SPC NE       -   332,470.      675,030.      MT  (+/- 180 meters Scaled)
 NM1384
 NM1384                          SUPERSEDED SURVEY CONTROL
 NM1384
 NM1384  NGVD 29 (??/??/92)  511.289  (m)         1677.45   (f) ADJ UNCH    2 0
 NM1384
 NM1384.Superseded values are not recommended for survey control.
 NM1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1384.See file dsdata.txt to determine how the superseded data were derived.
 NM1384
 NM1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN932401(NAD 83)
 NM1384_MARKER: DR = REFERENCE MARK DISK
 NM1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NM1384_STAMPING: SANTEE NO 2 1940
 NM1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NM1384+STABILITY: SURFACE MOTION
 NM1384
 NM1384  HISTORY     - Date     Condition        Report By
 NM1384  HISTORY     - 1940     MONUMENTED       CGS
 NM1384  HISTORY     - 1949     GOOD             NGS
 NM1384  HISTORY     - 1970     GOOD             NGS
 NM1384
 NM1384                          STATION DESCRIPTION
 NM1384
 NM1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NM1384'2.6 MI SW FROM SANTEE.
 NM1384'2.65 MILES SOUTHWEST ALONG A WINDING GRAVELED ROAD FROM THE
 NM1384'COMMUNITY HALL AT SANTEE, ON THE HIGHEST PEAK IN THE VICINITY,
 NM1384'120 FEET SOUTHWEST OF TRIANGULATION STATION SANTEE 1940, AND
 NM1384'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NM1384'GROUND.  NOTE-- THIS MARK IS 0.2 MILE SOUTHWEST OF BENCH MARK
 NM1384'W 271.
 NM1384
 NM1384                          STATION RECOVERY (1970)
 NM1384
 NM1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NM1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0384 ***********************************************************************
 MM0384  CBN         -  This is a Cooperative Base Network Control Station.
 MM0384  DESIGNATION -  SANTO RESET
 MM0384  PID         -  MM0384
 MM0384  STATE/COUNTY-  NE/LOGAN
 MM0384  USGS QUAD   -  STAPLETON (1972)
 MM0384
 MM0384                         *CURRENT SURVEY CONTROL
 MM0384  ___________________________________________________________________
 MM0384* NAD 83(1995)-  41 25 21.36842(N)    100 32 17.27116(W)     ADJUSTED  
 MM0384* NAVD 88     -       946.1    (meters)    3104.     (feet)  GPS OBS   
 MM0384  ___________________________________________________________________
 MM0384  X           -    -876,108.700 (meters)                     COMP
 MM0384  Y           -  -4,709,565.521 (meters)                     COMP
 MM0384  Z           -   4,198,341.832 (meters)                     COMP
 MM0384  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 MM0384  ELLIP HEIGHT-         924.18  (meters)          (09/24/01) GPS OBS
 MM0384  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 MM0384
 MM0384  HORZ ORDER  -  B
 MM0384  ELLP ORDER  -  FOURTH    CLASS I
 MM0384
 MM0384.The horizontal coordinates were established by GPS observations
 MM0384.and adjusted by the National Geodetic Survey in June 1996..
 MM0384
 MM0384.The orthometric height was determined by GPS observations and a
 MM0384.high-resolution geoid model.
 MM0384
 MM0384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MM0384
 MM0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0384
 MM0384.The ellipsoidal height was determined by GPS observations
 MM0384.and is referenced to NAD 83.
 MM0384
 MM0384.The geoid height was determined by GEOID03.
 MM0384
 MM0384;                    North         East     Units Scale Factor Converg.
 MM0384;SPC NE       -   176,588.933   455,030.279   MT  0.99965965   -0 21 23.8
 MM0384;UTM  14      - 4,586,813.236   371,468.651   MT  0.99980331   -1 01 04.0
 MM0384
 MM0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0384!SPC NE       -   0.99985506  x   0.99965965  =   0.99951476
 MM0384!UTM  14      -   0.99985506  x   0.99980331  =   0.99965840
 MM0384
 MM0384:                Primary Azimuth Mark                     Grid Az
 MM0384:SPC NE       -  SANTO RM 1 AZIMUTH                       090 23 13.7
 MM0384:UTM  14      -  SANTO RM 1 AZIMUTH                       091 02 53.9
 MM0384
 MM0384|---------------------------------------------------------------------|
 MM0384| PID    Reference Object                     Distance      Geod. Az  |
 MM0384|                                                           dddmmss.s |
 MM0384| CN9691 SANTO RM 1 AZIMUTH                                 0900149.9 |
 MM0384| CN9694 SANTO RM 4                            7.890 METERS 09751     |
 MM0384| CN9692 SANTO RM 2                           17.960 METERS 17739     |
 MM0384| CN9693 SANTO RM 3                          106.095 METERS 26923     |
 MM0384|---------------------------------------------------------------------|
 MM0384
 MM0384                          SUPERSEDED SURVEY CONTROL
 MM0384
 MM0384  ELLIP H (06/25/96)  924.22   (m)                       GP(       ) 1 1
 MM0384  NAD 83(1986)-  41 25 21.37392(N)    100 32 17.28030(W) AD(       ) 1
 MM0384  NAD 27      -  41 25 21.38200(N)    100 32 15.76900(W) AD(       ) 1
 MM0384  NGVD 29 (07/19/86)  944.9    (m)         3100.     (f) VERT ANG       
 MM0384
 MM0384.Superseded values are not recommended for survey control.
 MM0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0384.See file dsdata.txt to determine how the superseded data were derived.
 MM0384
 MM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL7146986813(NAD 83)
 MM0384_MARKER: DS = TRIANGULATION STATION DISK
 MM0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0384_STAMPING: SANTO 1933 1973
 MM0384_MARK LOGO: CGS   
 MM0384_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 MM0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MM0384+STABILITY: SURFACE MOTION
 MM0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MM0384+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1995
 MM0384
 MM0384  HISTORY     - Date     Condition        Report By
 MM0384  HISTORY     - 1933     MONUMENTED       CGS
 MM0384  HISTORY     - 1972     SEE DESCRIPTION  USGS
 MM0384  HISTORY     - 1973     SEE DESCRIPTION  NGS
 MM0384  HISTORY     - 1979     GOOD             NGS
 MM0384  HISTORY     - 19950522 GOOD             NGS
 MM0384
 MM0384                          STATION DESCRIPTION
 MM0384
 MM0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MM0384'ABOUT 17 MILES NORTHEAST OF NORTH PLATTE, AND 4 MILES SOUTH
 MM0384'BY WEST OF STAPLETON, IN SOUTHWEST QUARTER SEC. 22, T. 17 N.,
 MM0384'R. 28 W., IN NORTH RIGHT-OF-WAY FENCE OF COUNTY ROAD.  FIELD
 MM0384'TO NORTH BELONGS TO J.J. SANTO WHO LIVES NORTH OF STATION.
 MM0384'
 MM0384'REACHED FROM NORTH PLATTE VIA U.S. HIGHWAY 183 NORTH 1.6
 MM0384'MILES, THENCE EAST ON STATE HIGHWAY 16.  FOLLOW STATE HIGHWAY
 MM0384'16 EAST AND NORTH 20.0 MILES TO SPOT WHERE IT TURNS EAST
 MM0384'ON COUNTY LINE.  CONTINUE EAST ON STATE HIGHWAY 16 FOR 4.0
 MM0384'MILES TO ROAD LEADING NORTH JUST WEST OF WHITE HOUSE ON SOUTH
 MM0384'SIDE OF ROAD.  FOLLOW THIS ROAD NORTH 2.0 MILES, THENCE EAST
 MM0384'0.1 MILE TO TOP OF SLIGHT GRADE AND STATION.  STATION IS IN
 MM0384'NORTH RIGHT-OF-WAY FENCE 30 FEET NORTH OF CENTERLINE OF COUNTY
 MM0384'ROAD, MARK IS 4 INCHES ABOVE GROUND.
 MM0384'
 MM0384'REFERENCE MARK NO. 1 IS EAST OF STATION, ON FENCE LINE
 MM0384'ABOUT 20 FEET NORTH OF CENTERLINE OF ROAD, APPROXIMATELY 150
 MM0384'FEET NORTHWEST OF WINDMILL.
 MM0384'
 MM0384'REFERENCE MARK NO. 2 IS SOUTH OF STATION, 20 FEET
 MM0384'SOUTH OF CENTERLINE OF ROAD IN SOUTH RIGHT-OF-WAY FENCE.
 MM0384'REFERENCE MARK NO. 3 (NOTE 11A) IS WEST OF STATION, 37 FEET
 MM0384'NORTHEAST OF T-ROAD INTERSECTION, 7 FEET EAST OF SOUTHWEST
 MM0384'CORNER OF FIELD, 1 FOOT NORTH OF FENCE LINE.
 MM0384'
 MM0384'HEIGHT OF LIGHT ABOVE STATION MARK - 8.815 METERS.
 MM0384
 MM0384                          STATION RECOVERY (1972)
 MM0384
 MM0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JFS)
 MM0384'THE SURFACE STA. MK., REF. MK. 3 AND THE AZ. MK. WERE FOUND
 MM0384'IN GOOD CONDITION.  HOWEVER IT APPEARS THAT THE STA. MK. MAY
 MM0384'HAVE BEEN MOVED ABOUT 25 FT. E-SEE FROM THE ORIGINAL POSITION.
 MM0384'THE AZ. MK. MAY HAVE ALSO BEEN MOVED.  THE ARROW ON THE MARK
 MM0384'POINTS TO THE NORTH.  REF. MK. 3 APPEARS TO BE IN ORIGINAL
 MM0384'POSITION.  REF. MK. 2 WAS NOT FOUND.
 MM0384'
 MM0384'THE TAPED DISTANCE, STA. MK. TO REF. MK. 3 IS NOW 373.85 FT.
 MM0384
 MM0384                          STATION RECOVERY (1973)
 MM0384
 MM0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 MM0384'THE UNDERGROUND DISK REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED.
 MM0384'HOWEVER THE SURFACE STATION MARK WAS RECOVERED, BUT 7.890
 MM0384'METERS EAST OF THE UNDERGROUND DISK.  THE STATION MARK WAS
 MM0384'RESTAMPED AND USED AS A REFERENCE MARK AT THIS TIME.  THE
 MM0384'ARROW ON REFERENCE MARK 1 IS POINTING 90 DEGREES AWAY FROM
 MM0384'THE STATION.  IT IS BELIEVED THAT THE SURFACE MARK AND REFERENCE
 MM0384'MARK 1 HAVE BEEN RESET.  HOWEVER THE PROPERTY OWNER SAID THAT
 MM0384'THE MARKS HAD BEEN IN THE SAME PLACE FOR YEARS.  THE DISTANCES
 MM0384'AND DIRECTIONS TO REFERENCE MARKS 2 AND 3 COMPARED FAVORABLY
 MM0384'WITH THE 1933 DATA AND USING THE UNDERGROUND DISK.  A NEW
 MM0384'SURFACE MARK WAS SET OVER THE 1933 UNDERGROUND DISK AT THIS
 MM0384'TIME.  A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 MM0384'
 MM0384'THE STATION IS LOCATED ABOUT 9 MILES EAST OF LOGAN AND MC PHERSON
 MM0384'COUNTY LINE, 4 MILES SOUTH-SOUTHWEST OF STAPLETON, 2 MILES WEST
 MM0384'OF THE JUNCTION OF U.S. HIGHWAY 83 AND 70 AND ON PROPERTY
 MM0384'OWNED BY MR. FRANISH HALL.
 MM0384'
 MM0384'TO REACH THE STATION FROM THE POST OFFICE IN STAPLETON GO
 MM0384'EAST ON STATE HIGHWAY 92 FOR 0.5 MILE TO THE JUNCTION OF
 MM0384'STATE HIGHWAY 92 AND U.S. HIGHWAY 83.  TURN RIGHT AND GO SOUTH
 MM0384'ON U.S. HIGHWAY 83 FOR 4.1 MILES TO THE JUNCTION OF U.S. HIGHWAY
 MM0384'83, STATE HIGHWAYS 70, 92 AND GRAVELED ROAD RIGHT.  TURN RIGHT
 MM0384'AND GO WEST ON GRAVELED ROAD FOR 1.0 MILE TO THE AZIMUTH MARK
 MM0384'ON THE RIGHT.  CONTINUE WEST ON GRAVELED ROAD FOR 0.8 MILE TO
 MM0384'THE STATION ON THE RIGHT.
 MM0384'
 MM0384'THE STATION MARK IS A STANDARD DISK STAMPED SANTO 1933 1973,
 MM0384'SET IN THE TOP OF A IRREGULAR MASS OF CONCRETE THAT IS 12 INCHES
 MM0384'BELOW THE GROUND.  IT IS 27 FEET NORTH OF CENTER OF THE GRAVELED
 MM0384'ROAD, 24 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED
 MM0384'AND 21 FEET WEST OF A FENCE.
 MM0384'
 MM0384'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SANTO NO 2 1933,
 MM0384'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 MM0384'3 INCHES BELOW THE GROUND.  IT IS 32 FEET SOUTH OF THE CENTER
 MM0384'OF THE GRAVELED ROAD, 60 FEET SOUTH OF THE METAL WITNESS POST
 MM0384'WITH SIGN ATTACHED AND 1 FOOT SOUTH OF A FENCE.
 MM0384'
 MM0384'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SANTO NO 3 1933,
 MM0384'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MM0384'IS 4 INCHES BELOW THE GROUND.  IT IS 34 FEET NORTH OF THE
 MM0384'GRAVELED ROAD, 6 FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH
 MM0384'OF METAL WITNESS POST.
 MM0384'
 MM0384'REFERENCE MARK 4 IS A STANDARD STATION MARK DISK STAMPED SANTO
 MM0384'REF TRI NO 4 1933 1973, SET IN THE TOP OF A 12-INCH SQUARE
 MM0384'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.
 MM0384'THE DISK HAS A ARROW CHISELED IN THE CENTER OF THE DISK
 MM0384'POINTING TO THE STATION.  IT IS 23 FEET NORTH OF THE CENTER
 MM0384'OF THE GRAVELED ROAD, 5 FEET EAST OF THE FENCE AND 1.5 FEET
 MM0384'EAST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 MM0384'
 MM0384'REFERENCE MARK 1 IS A STANDARD DISK USED AS A AZIMUTH MARK AND
 MM0384'IS STAMPED SANTO NO 1 1933, SET IN THE TOP OF A 12-INCH SQUARE
 MM0384'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT
 MM0384'IS 25 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 2.5 FEET
 MM0384'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 2 FEET
 MM0384'SOUTH OF THE FENCE.
 MM0384'
 MM0384'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 MM0384'SOUTH-SOUTHWEST OF STAPLETON.
 MM0384
 MM0384                          STATION RECOVERY (1979)
 MM0384
 MM0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MM0384'ALL MARKS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1973.  A
 MM0384'NEW WITNESS POST WAS SET AT REFERENCE MARK 1, WHICH SERVES AS THE
 MM0384'AZIMUTH MARK.  THE NEW POST WAS SET AT THE SAME LOCATION OF THE OLD
 MM0384'ONE WHICH HAD BEEN DAMAGED.  ADDITIONALLY, THE DATE---1973--- WAS
 MM0384'STAMPED ON THE DISK OF REFERENCE MARK 1 SINCE IT WAS RE-ESTABLISHED IN
 MM0384'1973.
 MM0384
 MM0384                          STATION RECOVERY (1995)
 MM0384
 MM0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 MM0384'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF THE LOGAN-MCPHERSON
 MM0384'COUNTY LINE, 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF STAPLETON, 2.0 MI (3.2
 MM0384'KM) NORTH OF THE LINCOLN-LOGAN COUNTY LINE, IN THE WEST EDGE OF A FARM
 MM0384'LANE, IN THE SW1/4, SEC22, T17N, R28W, ON PROPERTY OWNED BY LAMOINE
 MM0384'HALL.  THE PROPERTY IS MANAGED BY THE FIRST COMMERCIAL FARM AND RANCH
 MM0384'MANAGEMENT COMPANY, P.O. BOX 82408, LINCOLN, NEBRASKA AND FARMED BY
 MM0384'MR. STANLEY BURNSIDE, TELEPHONE 308-636-2654.  PERMISSION WAS OBTAINED
 MM0384'FROM GARY GREDER, MANAGER FOR THIS PROPERTY WHO IS IN NORTH PLATTE,
 MM0384'NEBRASKA, TELEPHONE 308-532-8407.  TO REACH THE MARK FROM THE SOUTH
 MM0384'JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 92, ABOUT 4.0 MI (6.4
 MM0384'KM) SOUTH OF STAPLETON, GO WEST ON A BLADED COUNTY ROAD FOR 1.9 MI
 MM0384'(3.1 KM) TO THE MARK ON THE RIGHT, ABOUT 300 FT (91.4 M) EAST OF WHERE
 MM0384'THE ROAD CURVES LEFT, AND SOUTH, AND IN THE WEST EDGE OF A DRIVE
 MM0384'LEADING NORTH TO A RANCH HOUSE.  THE DISK IS SET INTO THE TOP OF A
 MM0384'ROUND CONCRETE MONUMENT THAT IS RECESSED ABOUT 1.5 FT (0.5 M) BELOW
 MM0384'THE SURFACE OF THE DRIVEWAY.  IT IS 88.0 FT (26.8 M) NORTHEAST OF A
 MM0384'UTILITY POLE, 66.0 FT (20.1 M) NORTH-NORTHEAST OF A CABLE JUNCTION BOX
 MM0384'POLE, 27.0 FT (8.2 M) NORTH OF THE CENTERLINE OF THE ROAD, 24.0 FT
 MM0384'(7.3 M) WEST-NORTHWEST OF A METAL WITNESS POST AND 3.0 FT (0.9 M)
 MM0384'NORTH OF THE EXTENSION OF A FENCE LINE LEADING EAST. TWO SMALL, ROUND,
 MM0384'MAGNETS WERE PLACED AT THE NORTH SIDE OF THE MARK. NOTE--IN WET
 MM0384'WEATHER A 4WD VEHICLE IS RECOMMENDED TO REACH THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1021 ***********************************************************************
 LH1021  DESIGNATION -  SAPPA
 LH1021  PID         -  LH1021
 LH1021  STATE/COUNTY-  NE/HARLAN
 LH1021  USGS QUAD   -  STAMFORD SE (1957)
 LH1021
 LH1021                         *CURRENT SURVEY CONTROL
 LH1021  ___________________________________________________________________
 LH1021* NAD 83(1995)-  40 04 38.45472(N)    099 32 02.25381(W)     ADJUSTED  
 LH1021* NAVD 88     -       684.     (meters)    2244.     (feet)  SCALED    
 LH1021  ___________________________________________________________________
 LH1021  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LH1021  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 LH1021
 LH1021  HORZ ORDER  -  FIRST
 LH1021
 LH1021.The horizontal coordinates were established by classical geodetic methods
 LH1021.and adjusted by the National Geodetic Survey in August 1997..
 LH1021
 LH1021.The orthometric height was scaled from a topographic map.
 LH1021
 LH1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1021
 LH1021.The geoid height was determined by GEOID03.
 LH1021
 LH1021;                    North         East     Units Scale Factor Converg.
 LH1021;SPC NE       -    27,201.638   539,750.519   MT  0.99996594   +0 18 31.8
 LH1021;SPC KS N     -   194,726.946   269,155.494   MT  1.00006094   -0 58 14.0
 LH1021;UTM  14      - 4,436,478.791   454,472.741   MT  0.99962552   -0 20 37.6
 LH1021
 LH1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1021!SPC NE       -   0.99989659  x   0.99996594  =   0.99986253
 LH1021!SPC KS N     -   0.99989659  x   1.00006094  =   0.99995752
 LH1021!UTM  14      -   0.99989659  x   0.99962552  =   0.99952215
 LH1021
 LH1021:                Primary Azimuth Mark                     Grid Az
 LH1021:SPC NE       -  ORLEANS ST MARYS CATH CH CROSS           045 50 05.7
 LH1021:SPC KS N     -  ORLEANS ST MARYS CATH CH CROSS           047 06 51.5
 LH1021:UTM  14      -  ORLEANS ST MARYS CATH CH CROSS           046 29 15.1
 LH1021
 LH1021|---------------------------------------------------------------------|
 LH1021| PID    Reference Object                     Distance      Geod. Az  |
 LH1021|                                                           dddmmss.s |
 LH1021| LH1367 ORLEANS ST MARYS CATH CH CROSS      APPROX. 9.3 KM 0460837.5 |
 LH1021| LH1364 ORLEANS MUNICIPAL STANDPIPE         APPROX. 9.7 KM 0471624.1 |
 LH1021| CN9696 SAPPA AZ MK 2                                      1025856.4 |
 LH1021| CN9695 SAPPA AZ MK                                        1095206.0 |
 LH1021| CN9697 SAPPA RM 1                           26.300 METERS 14309     |
 LH1021| CN9698 SAPPA RM 2                           16.410 METERS 23803     |
 LH1021| LH1019 STAMFORD MUNICIPAL TANK             APPROX. 8.0 KM 3213801.4 |
 LH1021|---------------------------------------------------------------------|
 LH1021
 LH1021                          SUPERSEDED SURVEY CONTROL
 LH1021
 LH1021  NAD 83(1986)-  40 04 38.45906(N)    099 32 02.25535(W) AD(       ) 1
 LH1021  NAD 27      -  40 04 38.42600(N)    099 32 00.87600(W) AD(       ) 1
 LH1021
 LH1021.Superseded values are not recommended for survey control.
 LH1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1021.See file dsdata.txt to determine how the superseded data were derived.
 LH1021
 LH1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK5447336479(NAD 83)
 LH1021_MARKER: DS = TRIANGULATION STATION DISK
 LH1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1021
 LH1021  HISTORY     - Date     Condition        Report By
 LH1021  HISTORY     - 1935     MONUMENTED       CGS
 LH1021  HISTORY     - 1948     GOOD             CGS
 LH1021
 LH1021                          STATION DESCRIPTION
 LH1021
 LH1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1021'THE STATION IS 4 MILES WEST AND 4 MILES SOUTH OF ORLEANS, NEBRASKA,
 LH1021'AND 4 MILES SOUTH AND 3 MILES EAST OF STAMFORD, NEBRASKA.  IT IS
 LH1021'ON THE TOP OF A SMALL PROMINENT HILL KNOWN LOCALLY AS SAPPA PEAK.
 LH1021'THE LAND ON WHICH THE STATION IS LOCATED IS OWNED BY MR. LOUIS
 LH1021'LOCKERT OF ORLEANS.  THE STATION IS IN THE SW 1/4 SW 1/4 OF SEC.
 LH1021'1, T. 1 N., R. 20 W.  IT PROJECTS 6 INCHES.
 LH1021'
 LH1021'THE STATION MARK IS ON THE TOP OF SAPPA PEAK, 0.1
 LH1021'MILE NORTH OF AN EAST-WEST GRADED SECTION-LINE ROAD, AND 0.1 MILE
 LH1021'EAST OF A NORTH-SOUTH SECTION-LINE FENCE.  IT PROJECTS 6 INCHES.
 LH1021'
 LH1021'THE STATION MAY BE REACHED FROM THE CHICAGO, BURLINGTON AND QUINCY
 LH1021'RAILROAD DEPOT IN ORLEANS, NEBRASKA, BY DRIVING NORTHERLY ALONG THE
 LH1021'EAST SIDE OF THE RAILROAD 0.3 MILE TO A RAILROAD GRADE CROSSING,
 LH1021'TURN LEFT (WEST) ACROSS THE RAILROAD, DRIVE WEST ON STATE HIGHWAY
 LH1021'89 FOR 0.9 MILE TO A JOG TO THE NORTH ACROSS THE RAILROAD, TURN
 LH1021'NORTH ACROSS TRACKS THEN WEST KEEPING THE HIGHWAY FOR 1.9 MILES
 LH1021'TO A ROAD T-INTERSECTION, STEM SOUTH (T-INTERSECTION OF STATE
 LH1021'HIGHWAY 89 AND GRADED SECTION-LINE ROAD, THIS POINT IS 4.0
 LH1021'MILES EAST OF THE MAIN CORNER IN STAMFORD, NEBRASKA).  TURN SOUTH ON
 LH1021'TO THE SECTION-LINE ROAD, DRIVE SOUTH 4.0 MILES TO A
 LH1021'SECTION-LINE ROAD T-INTERSECTION STEM WEST, TURN RIGHT (WEST)
 LH1021'AND DRIVE 1.0 MILE TO A FENCE T-INTERSECTION STEM NORTH (AZIMUTH
 LH1021'MARK 0.5 MILE EAST OF THIS FENCE INTERSECTION ON THE NORTH SIDE
 LH1021'OF THE ROAD), PASS THROUGH A LET-DOWN WIRE GATE IN THE EAST
 LH1021'BAR OF THE FENCE T, DRIVE 0.1 MILE DUE NORTH ALONG THE EAST
 LH1021'SIDE OF THE FENCE THEN TURN DUE EAST UP THE HILL TO THE TOP AND
 LH1021'THE STATION.
 LH1021'
 LH1021'REFERENCE MARK NO. 1 LIES SOUTHEAST OF THE STATION.  IT
 LH1021'PROJECTS 6 INCHES.
 LH1021'
 LH1021'REFERENCE MARK NO. 2 LIES SOUTHWEST OF THE STATION.  IT
 LH1021'PROJECTS 6 INCHES.
 LH1021'
 LH1021'THE AZIMUTH MARK, NOTE 11A, LIES EAST-SOUTHEAST OF THE STATION.  IT
 LH1021'IS 36 FEET NORTH OF THE CENTERLINE OF THE GRADED SECTION-LINE ROAD
 LH1021'MENTIONED IN THE STATION MARK DESCRIPTION AND 2 FEET NORTH OF THE
 LH1021'NORTH ROAD RIGHT-OF-WAY FENCE.  IT PROJECTS 6 INCHES.
 LH1021'
 LH1021'A 10-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LH1021'
 LH1021'ELEVATION 2240 FEET.
 LH1021
 LH1021                          STATION RECOVERY (1948)
 LH1021
 LH1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MZB)
 LH1021'STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 LH1021'A NEW AZIMUTH MARK WAS SET ON THE SOUTHSIDE OF THE ROAD.
 LH1021'
 LH1021'(OFFICE NOTE) STAMPING AND CHARACTER OF NEW AZIMUTH MARK NOT
 LH1021'INDICATED IN RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0703 ***********************************************************************
 NN0703  DESIGNATION -  SARATOGA
 NN0703  PID         -  NN0703
 NN0703  STATE/COUNTY-  NE/HOLT
 NN0703  USGS QUAD   -  ATKINSON NE (1974)
 NN0703
 NN0703                         *CURRENT SURVEY CONTROL
 NN0703  ___________________________________________________________________
 NN0703* NAD 83(1995)-  42 44 06.86049(N)    098 52 25.00955(W)     ADJUSTED  
 NN0703* NAVD 88     -       625.     (meters)    2051.     (feet)  SCALED    
 NN0703  ___________________________________________________________________
 NN0703  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 NN0703  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 NN0703
 NN0703  HORZ ORDER  -  FIRST
 NN0703
 NN0703.The horizontal coordinates were established by classical geodetic methods
 NN0703.and adjusted by the National Geodetic Survey in August 1997..
 NN0703
 NN0703.The orthometric height was scaled from a topographic map.
 NN0703
 NN0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0703
 NN0703.The geoid height was determined by GEOID03.
 NN0703
 NN0703;                    North         East     Units Scale Factor Converg.
 NN0703;SPC NE       -   322,811.361   592,227.178   MT  0.99988938   +0 44 47.2
 NN0703;UTM  14      - 4,731,421.966   510,345.655   MT  0.99960132   +0 05 08.8
 NN0703
 NN0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0703!SPC NE       -   0.99990585  x   0.99988938  =   0.99979524
 NN0703!UTM  14      -   0.99990585  x   0.99960132  =   0.99950721
 NN0703
 NN0703:                Primary Azimuth Mark                     Grid Az
 NN0703:SPC NE       -  BUTTE MUNICIPAL TANK                     005 17 56.2
 NN0703:UTM  14      -  BUTTE MUNICIPAL TANK                     005 57 34.6
 NN0703
 NN0703|---------------------------------------------------------------------|
 NN0703| PID    Reference Object                     Distance      Geod. Az  |
 NN0703|                                                           dddmmss.s |
 NN0703| NN0711 BUTTE MUNICIPAL TANK                APPROX.19.9 KM 0060243.4 |
 NN0703| NN0697 SPENCER MUNICIPAL TANK              APPROX.20.6 KM 0425016.0 |
 NN0703| NN0696 SPENCER ST MARYS CATH CH SPIRE      APPROX.20.9 KM 0431836.2 |
 NN0703| NN0705 SARATOGA AZ MK 2                    APPROX. 1.7 KM 0714018.6 |
 NN0703| NN0704 SARATOGA AZ MK                      APPROX. 1.7 KM 0715001.8 |
 NN0703| CO4465 SARATOGA RM 1                        22.092 METERS 07243     |
 NN0703| CO4466 SARATOGA RM 2                        27.032 METERS 18303     |
 NN0703|---------------------------------------------------------------------|
 NN0703
 NN0703                          SUPERSEDED SURVEY CONTROL
 NN0703
 NN0703  NAD 83(1986)-  42 44 06.86764(N)    098 52 25.01635(W) AD(       ) 1
 NN0703  NAD 27      -  42 44 06.86400(N)    098 52 23.68700(W) AD(       ) 1
 NN0703
 NN0703.Superseded values are not recommended for survey control.
 NN0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0703.See file dsdata.txt to determine how the superseded data were derived.
 NN0703
 NN0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN1034631422(NAD 83)
 NN0703_MARKER: DS = TRIANGULATION STATION DISK
 NN0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0703
 NN0703  HISTORY     - Date     Condition        Report By
 NN0703  HISTORY     - 1940     MONUMENTED       CGS
 NN0703  HISTORY     - 1949     GOOD             CGS
 NN0703  HISTORY     - 1978     GOOD             NGS
 NN0703
 NN0703                          STATION DESCRIPTION
 NN0703
 NN0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0703'STATION SARATOGA IS 12-1/4 MILES SOUTH BY EAST OF THE TOWN OF
 NN0703'BUTTE, 13-1/2 MILES SOUTHWEST OF SPENCER AND 15 MILES
 NN0703'NORTH-NORTHEAST OF ATKINSON, AT A SECTION-LINE RIGHT-OF-WAY, ON THE
 NN0703'HIGHEST GROUND IN THE VICINITY, 0.35 MILE SOUTH OF THE
 NN0703'NORTHWEST CORNER OF SEC. 20, T. 32 N., R. 13 W.
 NN0703'
 NN0703'TO REACH FROM BUTTE GO WEST ON STATE HIGHWAY 12 FOR 0.5 MILE
 NN0703'AND TURN LEFT (SOUTH) ON FIRST SECTION-LINE ROAD, GO 4.65,
 NN0703'MILES TO THE BRIDGE ACROSS THE NIOBRARA RIVER, CONTINUE SOUTH,
 NN0703'KEEPING MAIN RIGHT FORK AFTER CROSSING THE RIVER, FOR 7.3 MILES,
 NN0703'2.45 MILES AFTER CROSSING CREEK ON WHITE WOODEN BRIDGE, AND TURN
 NN0703'RIGHT (WEST) ON UNGRADED SECTION-LINE RIGHT-OF-WAY (AZIMUTH MARK
 NN0703'IS IN THE NORTHWEST ANGLE AT THIS CROSSROADS), GO 1.0 MILE AND
 NN0703'TURN LEFT (SOUTH) ON UNGRADED SECTION-LINE RIGHT-OF-WAY, GO
 NN0703'0.35 MILE TO STATION ON WEST SIDE OF ROAD AT TOP OF GRADE.
 NN0703'
 NN0703'STATION MARK IS ON THE EAST EDGE OF A PASTURE ABOUT 40 FEET
 NN0703'SOUTH OF A GROUP OF SMALL TREES, 41 FEET WEST OF THE CENTER OF
 NN0703'ROAD RIGHT-OF-WAY, 10 FEET WEST OF RIGHT-OF-WAY FENCE, IS STAMPED
 NN0703'SARATOGA 1940, AND PROJECTS 6 INCHES.
 NN0703'
 NN0703'REFERENCE MARK NO. 1 IS ACROSS ROADWAY FROM THE STATION, ABOUT
 NN0703'LEVEL WITH STATION, 30 FEET EAST OF THE CENTERLINE OF ROAD
 NN0703'RIGHT-OF-WAY, 1-1/2 FEET WEST OF RIGHT-OF-WAY FENCE, IS STAMPED
 NN0703'SARATOGA NO. 1 1940, AND PROJECTS 6 INCHES.
 NN0703'
 NN0703'REFERENCE MARK NO. 2 IS LEVEL WITH THE STATION, 15 FEET WEST
 NN0703'OF RIGHT-OF-WAY FENCE, 46 FEET WEST OF CENTERLINE OF ROADWAY,
 NN0703'IS STAMPED SARATOGA NO. 2 1940, AND PROJECTS 6 INCHES.
 NN0703'
 NN0703'AZIMUTH MARK IS 1.1 MILES EAST-NORTHEAST OF STATION, IN SOUTHEAST
 NN0703'CORNER OF OPEN FIELD, 45 FEET WEST OF THE CENTERLINE OF STATE
 NN0703'HIGHWAY 11, 34 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD, 6
 NN0703'INCHES NORTH OF EAST-WEST FENCE LINE, 6 FEET WEST OF FENCE CORNER,
 NN0703'IS STAMPED SARATOGA 1940, AND PROJECTS 4 INCHES.
 NN0703'
 NN0703'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 NN0703'DESCRIBED.
 NN0703'
 NN0703'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NN0703
 NN0703                          STATION RECOVERY (1949)
 NN0703
 NN0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0703'THE STATION AND ALL MARKS WERE RECOVERED AND ARE IN GOOD CONDITION.
 NN0703'
 NN0703'THE STAMPING ON REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 NN0703'IS IN ERROR IN THE ORIGINAL DESCRIPTION.
 NN0703'
 NN0703'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 NN0703'
 NN0703'THE STATION IS LOCATED ON A PROMINENT HILL ABOUT 15.0 MILES
 NN0703'NORTH-NORTHEAST OF ATKINSON, 13.5 MILES SOUTHWEST OF SPENCER,
 NN0703'AND 12.5 MILES SOUTH-SOUTHEAST OF THE TOWN OF BUTTE.  IT IS
 NN0703'AT THE EAST EDGE OF A PASTURE, 41.5 FEET WEST OF THE CENTER
 NN0703'OF A SECTION-LINE ROAD, 29.0 FEET SOUTH OF THE SOUTH EDGE OF
 NN0703'A GROVE OF TREES, 11.0 FEET WEST OF A WITNESS POST, AND 9.5 FEET
 NN0703'WEST OF A RIGHT-OF-WAY FENCE.  IT PROJECTS 6 INCHES AND IS
 NN0703'STAMPED, SARATOGA 1940.
 NN0703'
 NN0703'REFERENCE MARK NO. 1 IS 30.5 FEET EAST OF THE CENTER OF A
 NN0703'SECTION-LINE ROAD AND 1.5 FEET WEST OF A RIGHT-OF-WAY FENCE.
 NN0703'IT PROJECTS 4 INCHES AND IS STAMPED, SARATOGA 1940 R.M. 1.
 NN0703'
 NN0703'REFERENCE MARK NO. 2 IS 48.0 FEET WEST OF THE CENTER OF A
 NN0703'SECTION-LINE ROAD AND 14.8 FEET WEST OF A RIGHT-OF-WAY FENCE.
 NN0703'IT PROJECTS 5 INCHES AND IS STAMPED, SARATOGA 1940 R.M. 2.
 NN0703'
 NN0703'AZIMUTH MARK IS 45.0 FEET WEST OF THE CENTER OF STATE HIGHWAY
 NN0703'NO. 11, 33.0 FEET NORTH OF THE CENTER OF A SECTION-LINE ROAD,
 NN0703'6.0 FEET WEST OF A FENCE CORNER, 3.0 FEET WEST-NORTHWEST OF
 NN0703'A WITNESS POST, AND 0.7 FOOT NORTH OF A FENCE.  IT PROJECTS
 NN0703'12 INCHES AND IS STAMPED, SARATOGA 1940.
 NN0703'
 NN0703'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NN0703'AND STATE HIGHWAY NO. 11 IN THE NORTHEAST EDGE OF THE TOWN OF
 NN0703'ATKINSON, GO NORTH ON STATE HIGHWAY NO. 11 FOR 8.2 MILES TO
 NN0703'A FORK, TAKE RIGHT FORK AND GO EAST ON HIGHWAY FOR 6.2 MILES
 NN0703'TO A FORK, TAKE LEFT FORK AND GO NORTH ON HIGHWAY FOR 6.25
 NN0703'MILES TO A CROSSROAD, (AZIMUTH MARK IS NORTHWEST OF THE CENTER
 NN0703'OF CROSSROAD).  TURN LEFT OFF HIGHWAY AND GO WEST ON
 NN0703'SECTION-LINE ROAD FOR 1.0 MILE TO A T-ROAD LEFT, TURN LEFT AND
 NN0703'GO SOUTH ON SECTION-LINE ROAD FOR 0.35 MILE TO THE SUMMIT OF
 NN0703'HILL AND STATION ON THE RIGHT.
 NN0703'
 NN0703'A 4 FOOT SIGNAL AT BASIN 1940 AND PADDOCK ARE VISIBLE AT 37 FEET.
 NN0703'
 NN0703'A 4 FOOT SIGNAL AT BOYD AND BECK ARE VISIBLE AT 50 FEET.
 NN0703'
 NN0703'A 47 FOOT SIGNAL AT MEEK 1940 IS VISIBLE AT 37 FEET.
 NN0703'
 NN0703'AN 87 FOOT SIGNAL AT PLEASANT IS VISIBLE AT 4 FEET.
 NN0703'
 NN0703'AN 87 FOOT SIGNAL AT ATKINSON IS VISIBLE AT 50 FEET.
 NN0703'
 NN0703'A 74 FOOT SIGNAL AT BEAVER IS VISIBLE AT 37 FEET.
 NN0703
 NN0703                          STATION RECOVERY (1978)
 NN0703
 NN0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NN0703'STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE
 NN0703'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN WAY OF ROAD
 NN0703'CONSTRUCTION, A NEW AZIMUTH MARK WAS SET AND THE OLD MARK DESTROYED
 NN0703'AT THIS DATE.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 NN0703'CHECKED WITH THE 1940 DATA.
 NN0703'
 NN0703'STATION IS LOCATED ABOUT 15 MILES NORTH-NORTHEAST OF ATKINSON,
 NN0703'ABOUT 12-1/4 MILES SOUTH OF BUTTE.  1 MILE WEST OF STATE HIGHWAY
 NN0703'11 AND IS ON A SMALL HILL WITH A FEW TREE.
 NN0703'
 NN0703'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NN0703'HIGHWAY 11 AT THE NORTHEAST EDGE OF ATKINSON, GO NORTH ON STATE
 NN0703'HIGHWAY 11 FOR 8.1 MILE TO POINT WHERE HIGHWAY 11 CURVES RIGHT
 NN0703'AND ANOTHER ROAD CONTINUES NORTH, TURN LEFT, GO NORTH ON STATE
 NN0703'HIGHWAY 11 FOR 6.0 MILES TO CROSSROADS AND AZIMUTH MARK ON LEFT,
 NN0703'TURN LEFT, GO WEST ON SECTION LINE FOR 1.0 MILE, TURN LEFT GO
 NN0703'SOUTH ON SECTION LINE ROAD FOR 0.35 MILE TO THE STATION ON RIGHT.
 NN0703'
 NN0703'STATION MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 NN0703'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES ABOVE GROUND AND IS
 NN0703'STAMPED SARATOGA 1940.  IT IS 42 FEET WEST OF CENTER OF SECTION
 NN0703'LINE ROAD, 13.5 FEET SOUTHWEST OF A 10 INCH TREE, 9.5 FEET WEST OF
 NN0703'WITNESS POST AND 9.5 FEET WEST OF FENCE.
 NN0703'
 NN0703'REFERENCE MARK 1 A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 NN0703'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS
 NN0703'STAMPED SARATOGA NO 1 1940.  IT IS 63.2 FEET EAST-NORTHEAST OF
 NN0703'WITNESS POST, 31 FEET EAST OF CENTER OF SECTION LINE ROAD AND 1.5
 NN0703'FEET WEST OF FENCE.
 NN0703'
 NN0703'REFERENCE MARK 2 A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 NN0703'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND AND IS
 NN0703'STAMPED SARATOGA NO 2 1940.  IT IS 90 FEET SOUTH-SOUTHWEST OF
 NN0703'WITNESS POST, 48 FEET WEST OF CENTER OF SECTION LINE ROAD AND 14.5
 NN0703'FEET WEST OF FENCE.
 NN0703'
 NN0703'AZIMUTH MARK A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 NN0703'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED SARATOGA 1940 1978.
 NN0703'IT IS 96 FEET WEST OF CENTER OF STATE HIGHWAY 11, 31.5 FEET NORTH
 NN0703'OF CENTER OF SECTION LINE ROAD, 17.5 FEET EAST OF CENTER OF GATE,
 NN0703'2.9 FEET SOUTH OF WITNESS POST AND 2.8 FEET EAST OF FENCE.
 NN0703'
 NN0703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12-1/4 MILES
 NN0703'SOUTH OF BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1140 ***********************************************************************
 ML1140  DESIGNATION -  SARGENT
 ML1140  PID         -  ML1140
 ML1140  STATE/COUNTY-  NE/CUSTER
 ML1140  USGS QUAD   -  SARGENT EAST (1978)
 ML1140
 ML1140                         *CURRENT SURVEY CONTROL
 ML1140  ___________________________________________________________________
 ML1140* NAD 83(1995)-  41 42 24.11004(N)    099 21 16.95043(W)     ADJUSTED  
 ML1140* NAVD 88     -       797.5    (meters)    2616.     (feet)  VERTCON   
 ML1140  ___________________________________________________________________
 ML1140  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 ML1140  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 ML1140
 ML1140  HORZ ORDER  -  SECOND
 ML1140
 ML1140.The horizontal coordinates were established by classical geodetic methods
 ML1140.and adjusted by the National Geodetic Survey in August 1997..
 ML1140
 ML1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 ML1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ML1140
 ML1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1140
 ML1140.The geoid height was determined by GEOID03.
 ML1140
 ML1140;                    North         East     Units Scale Factor Converg.
 ML1140;SPC NE       -   208,191.571   553,689.196   MT  0.99966472   +0 25 39.5
 ML1140;UTM  14      - 4,617,272.765   470,489.355   MT  0.99961072   -0 14 09.6
 ML1140
 ML1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1140!SPC NE       -   0.99987855  x   0.99966472  =   0.99954331
 ML1140!UTM  14      -   0.99987855  x   0.99961072  =   0.99948932
 ML1140
 ML1140                          SUPERSEDED SURVEY CONTROL
 ML1140
 ML1140  NAD 83(1986)-  41 42 24.11619(N)    099 21 16.95760(W) AD(       ) 2
 ML1140  NAD 27      -  41 42 24.09467(N)    099 21 15.57885(W) AD(       ) 2
 ML1140  NGVD 29 (07/19/86)  797.2    (m)         2615.     (f) VERT ANG       
 ML1140
 ML1140.Superseded values are not recommended for survey control.
 ML1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1140.See file dsdata.txt to determine how the superseded data were derived.
 ML1140
 ML1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM7048917273(NAD 83)
 ML1140_MARKER: DB = BENCH MARK DISK
 ML1140_SETTING: 0 = UNSPECIFIED SETTING
 ML1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ML1140
 ML1140  HISTORY     - Date     Condition        Report By
 ML1140  HISTORY     - 1973     MONUMENTED       USGS
 ML1140
 ML1140                          STATION DESCRIPTION
 ML1140
 ML1140'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 ML1140'TO REACH STATION GENT FROM THE POST OFFICE ON THE MAIN STREET
 ML1140'IN SARGENT GO EAST 0.1 MILE TO U.S. HIGHWAY 183.  TURN LEFT AND
 ML1140'GO NORTH ON U.S. HIGHWAY 183 FOR 3.6 MILES TO A GRAVELED SIDE
 ML1140'ROAD ON THE RIGHT.  BEAR RIGHT AND CONTINUE NORTH ON GRAVELED
 ML1140'ROAD 1.4 MILES TO A CATTLE GUARD ON THE RIGHT.  TURN RIGHT AND
 ML1140'GO EAST UP VALLEY ON BLADED ROAD 0.7 MILE TO A CATTLEGUARD ON
 ML1140'TOP OF A RIDGE.
 ML1140'CROSS CATTLEGUARD, TURN RIGHT, AND GO SOUTH UP RIDGE ON DIM TRACKS
 ML1140'0.2 MILE TO WIRE GATE.  PASS THROUGH AND CONTINUE SOUTH
 ML1140'0.05 MILE TO FORK.  TAKE RIGHT FORK AND CONTINUE SOUTH UP
 ML1140'RIDGE 0.1 MILE TO HIGHEST POINT AND STATION.
 ML1140'
 ML1140'A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED SARGENT 1949
 ML1140'SET IN THE TOP OF A 6 X 6-INCH PRECAST CONCRETE POST PROJECTING
 ML1140'5 INCHES ABOVE GROUND SERVES AS REFERENCE MARK 2.  IT IS 0.8
 ML1140'FOOT NORTH OF METAL WITNESS POST WITH SIGN AND AT THE SAME
 ML1140'ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1136 ***********************************************************************
 ML1136  DESIGNATION -  SARGENT CABLE TV MAST
 ML1136  PID         -  ML1136
 ML1136  STATE/COUNTY-  NE/CUSTER
 ML1136  USGS QUAD   -  SARGENT EAST (1978)
 ML1136
 ML1136                         *CURRENT SURVEY CONTROL
 ML1136  ___________________________________________________________________
 ML1136* NAD 83(1995)-  41 38 52.28555(N)    099 22 05.11867(W)     ADJUSTED  
 ML1136* NAVD 88     -                                                        
 ML1136  ___________________________________________________________________
 ML1136  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 ML1136  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 ML1136
 ML1136  HORZ ORDER  -  THIRD
 ML1136
 ML1136.The horizontal coordinates were established by classical geodetic methods
 ML1136.and adjusted by the National Geodetic Survey in August 1997..
 ML1136
 ML1136
 ML1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1136
 ML1136.The geoid height was determined by GEOID03.
 ML1136
 ML1136;                    North         East     Units Scale Factor Converg.
 ML1136;SPC NE       -   201,650.526   552,623.723   MT  0.99966165   +0 25 07.6
 ML1136;UTM  14      - 4,610,744.836   469,348.267   MT  0.99961156   -0 14 40.6
 ML1136
 ML1136                          SUPERSEDED SURVEY CONTROL
 ML1136
 ML1136  NAD 83(1986)-  41 38 52.29199(N)    099 22 05.12532(W) AD(       ) 4
 ML1136  NAD 27      -  41 38 52.26699(N)    099 22 03.74755(W) AD(       ) 3
 ML1136
 ML1136.Superseded values are not recommended for survey control.
 ML1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1136.See file dsdata.txt to determine how the superseded data were derived.
 ML1136
 ML1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6934810745(NAD 83)
 ML1136_MARKER: 42 = RADIO/TV MAST
 ML1136
 ML1136  HISTORY     - Date     Condition        Report By
 ML1136  HISTORY     - 1973     FIRST OBSERVED   NGS
 ML1136
 ML1136                          STATION DESCRIPTION
 ML1136
 ML1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1136'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SARGENT, CABLE
 ML1136'VISION TELEVISION COMPANY, MAST THAT IS LOCATED AT THE NORTH
 ML1136'EDGE OF THE CITY OF SARGENT.  IT IS TRIANGULAR IN CROSS
 ML1136'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND ABOUT
 ML1136'350 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1137 ***********************************************************************
 ML1137  DESIGNATION -  SARGENT MUN TANK
 ML1137  PID         -  ML1137
 ML1137  STATE/COUNTY-  NE/CUSTER
 ML1137  USGS QUAD   -  SARGENT EAST (1978)
 ML1137
 ML1137                         *CURRENT SURVEY CONTROL
 ML1137  ___________________________________________________________________
 ML1137* NAD 83(1995)-  41 38 29.07488(N)    099 22 13.53150(W)     ADJUSTED  
 ML1137* NAVD 88     -                                                        
 ML1137  ___________________________________________________________________
 ML1137  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 ML1137  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 ML1137
 ML1137  HORZ ORDER  -  THIRD
 ML1137
 ML1137.The horizontal coordinates were established by classical geodetic methods
 ML1137.and adjusted by the National Geodetic Survey in August 1997..
 ML1137
 ML1137
 ML1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1137
 ML1137.The geoid height was determined by GEOID03.
 ML1137
 ML1137;                    North         East     Units Scale Factor Converg.
 ML1137;SPC NE       -   200,933.277   552,434.329   MT  0.99966138   +0 25 02.0
 ML1137;UTM  14      - 4,610,029.864   469,150.592   MT  0.99961171   -0 14 46.1
 ML1137
 ML1137                          SUPERSEDED SURVEY CONTROL
 ML1137
 ML1137  NAD 83(1986)-  41 38 29.08344(N)    099 22 13.53793(W) AD(       ) 4
 ML1137  NAD 27      -  41 38 29.05820(N)    099 22 12.16035(W) AD(       ) 3
 ML1137
 ML1137.Superseded values are not recommended for survey control.
 ML1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1137.See file dsdata.txt to determine how the superseded data were derived.
 ML1137
 ML1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6915110030(NAD 83)
 ML1137_MARKER: 53 = ELEVATED TANK
 ML1137
 ML1137  HISTORY     - Date     Condition        Report By
 ML1137  HISTORY     - 1973     FIRST OBSERVED   NGS
 ML1137
 ML1137                          STATION DESCRIPTION
 ML1137
 ML1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1137'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SARGENT,
 ML1137'MUNICIPAL WATER TANK THAT IS LOCATED IN THE SOUTHWEST ANGLE OF
 ML1137'THE INTERSECTION OF DELLA STREET AND SECOND STREET IN THE CITY
 ML1137'OF SARGENT.  IT IS CYLINDRICAL IN SHAPE, SUPPORTED BY FOUR
 ML1137'STRUCTURAL STEEL LEGS, THE TANK IS PAINTED LIGHT BLUE IN COLOR
 ML1137'WITH THE LEGS PAINTED ALUMINUM.  THE OVERALL HEIGHT BEING 130
 ML1137'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1138 ***********************************************************************
 ML1138  DESIGNATION -  SARGENT REGION 26 RADIO MAST
 ML1138  PID         -  ML1138
 ML1138  STATE/COUNTY-  NE/CUSTER
 ML1138  USGS QUAD   -  SARGENT EAST (1978)
 ML1138
 ML1138                         *CURRENT SURVEY CONTROL
 ML1138  ___________________________________________________________________
 ML1138* NAD 83(1995)-  41 42 06.73407(N)    099 22 16.91475(W)     ADJUSTED  
 ML1138* NAVD 88     -                                                        
 ML1138  ___________________________________________________________________
 ML1138  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 ML1138  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 ML1138
 ML1138  HORZ ORDER  -  THIRD
 ML1138
 ML1138.The horizontal coordinates were established by classical geodetic methods
 ML1138.and adjusted by the National Geodetic Survey in August 1997..
 ML1138
 ML1138
 ML1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1138
 ML1138.The geoid height was determined by GEOID03.
 ML1138
 ML1138;                    North         East     Units Scale Factor Converg.
 ML1138;SPC NE       -   207,645.470   552,307.251   MT  0.99966443   +0 24 59.7
 ML1138;UTM  14      - 4,616,742.735   469,101.252   MT  0.99961175   -0 14 49.4
 ML1138
 ML1138                          SUPERSEDED SURVEY CONTROL
 ML1138
 ML1138  NAD 83(1986)-  41 42 06.74023(N)    099 22 16.92136(W) AD(       ) 4
 ML1138  NAD 27      -  41 42 06.71873(N)    099 22 15.54089(W) AD(       ) 3
 ML1138
 ML1138.Superseded values are not recommended for survey control.
 ML1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1138.See file dsdata.txt to determine how the superseded data were derived.
 ML1138
 ML1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6910116743(NAD 83)
 ML1138_MARKER: 42 = RADIO/TV MAST
 ML1138
 ML1138  HISTORY     - Date     Condition        Report By
 ML1138  HISTORY     - 1973     FIRST OBSERVED   NGS
 ML1138
 ML1138                          STATION DESCRIPTION
 ML1138
 ML1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 ML1138'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE SARGENT, REGION
 ML1138'26 (MID-NEBRASKA) LAW ENFORCEMENT AND CRIMINAL JUSTICE, KTE 365,
 ML1138'RADIO MAST THAT IS LOCATED ABOUT 5 MILES SOUTH OF TAYLOR, 4
 ML1138'MILES NORTH OF SARGENT AND JUST WEST OF U.S. HIGHWAY 183.  IT
 ML1138'IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS
 ML1138'OF RED AND WHITE, AND IS ABOUT 300 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1301 ***********************************************************************
 LH1301  DESIGNATION -  SARTORIA
 LH1301  PID         -  LH1301
 LH1301  STATE/COUNTY-  NE/BUFFALO
 LH1301  USGS QUAD   -  PLEASANTON NW (1962)
 LH1301
 LH1301                         *CURRENT SURVEY CONTROL
 LH1301  ___________________________________________________________________
 LH1301* NAD 83(1995)-  40 59 12.15099(N)    099 13 01.26873(W)     ADJUSTED  
 LH1301* NAVD 88     -       658.     (meters)    2159.     (feet)  SCALED    
 LH1301  ___________________________________________________________________
 LH1301  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 LH1301  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 LH1301
 LH1301  HORZ ORDER  -  THIRD
 LH1301
 LH1301.The horizontal coordinates were established by classical geodetic methods
 LH1301.and adjusted by the National Geodetic Survey in August 1997..
 LH1301
 LH1301.The orthometric height was scaled from a topographic map.
 LH1301
 LH1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1301
 LH1301.The geoid height was determined by GEOID03.
 LH1301
 LH1301;                    North         East     Units Scale Factor Converg.
 LH1301;SPC NE       -   128,353.562   565,868.767   MT  0.99969937   +0 31 08.0
 LH1301;UTM  14      - 4,537,304.269   481,744.690   MT  0.99960410   -0 08 32.4
 LH1301
 LH1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1301!SPC NE       -   0.99990051  x   0.99969937  =   0.99959991
 LH1301!UTM  14      -   0.99990051  x   0.99960410  =   0.99950465
 LH1301
 LH1301|---------------------------------------------------------------------|
 LH1301| PID    Reference Object                     Distance      Geod. Az  |
 LH1301|                                                           dddmmss.s |
 LH1301| CN9705 SARTORIA RM 1                        17.731 METERS 09411     |
 LH1301| CN9704 SARTORIA AZ MK                                     1782235.1 |
 LH1301| LH1332 EVAN LUTH IMMAN KIRCHE SPIRE        APPROX.11.2 KM 2144436.7 |
 LH1301| LH1302 SARTORIA 2                            4.410 METERS 27332     |
 LH1301| CN9706 SARTORIA RM 2                         9.895 METERS 35904     |
 LH1301|---------------------------------------------------------------------|
 LH1301
 LH1301                          SUPERSEDED SURVEY CONTROL
 LH1301
 LH1301  NAD 83(1986)-  40 59 12.15862(N)    099 13 01.27157(W) AD(       ) 3
 LH1301  NAD 27      -  40 59 12.12600(N)    099 12 59.93400(W) AD(       ) 3
 LH1301
 LH1301.Superseded values are not recommended for survey control.
 LH1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1301.See file dsdata.txt to determine how the superseded data were derived.
 LH1301
 LH1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8174537304(NAD 83)
 LH1301_MARKER: DS = TRIANGULATION STATION DISK
 LH1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1301
 LH1301  HISTORY     - Date     Condition        Report By
 LH1301  HISTORY     - 1951     MONUMENTED       CGS
 LH1301  HISTORY     - 1965     GOOD             CGS
 LH1301
 LH1301                          STATION DESCRIPTION
 LH1301
 LH1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1301'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF
 LH1301'MILLER, 7 MILES WEST-NORTHWEST OF PLEASANTON AND 0.5 MILE
 LH1301'NORTH-NORTHWEST OF THE ABANDONED VILLAGE OF SARTORIA.  IT IS
 LH1301'31 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD,
 LH1301'5 FEET NORTHEAST OF A WITNESS POST AND 2.5 FEET EAST OF A
 LH1301'NORTH-SOUTH FENCE LINE.  IT IS STAMPED SARTORIA 1951 AND
 LH1301'PROJECTS 6 INCHES.
 LH1301'
 LH1301'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LH1301'GRAVELED ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 LH1301'IT IS STAMPED SARTORIA NO 1 1951 AND PROJECTS 6 INCHES.
 LH1301'
 LH1301'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE CENTER OF A
 LH1301'NORTH-SOUTH GRAVELED ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 LH1301'FENCE LINE.  IT IS STAMPED SARTORIA NO 2 1951 AND PROJECTS
 LH1301'3 INCHES.
 LH1301'
 LH1301'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 LH1301'MARK NO. 2 IS 69.0 FEET.
 LH1301'
 LH1301'THE AZIMUTH MARK IS LOCATED 72 FEET EAST OF THE CENTER OF
 LH1301'A NORTH-SOUTH GRAVELED ROAD, 2.5 FEET WEST OF A NORTH-SOUTH FENCE
 LH1301'LINE AND 2.5 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 LH1301'SARTORIA 1951 AND PROJECTS 3 INCHES.
 LH1301'
 LH1301'TO REACH THE STATION FROM THE POST OFFICE IN PLEASANTON, GO
 LH1301'EAST ON A GRAVELED STREET FOR 0.05 MILE TO STATE HIGHWAY
 LH1301'10, TURN LEFT AND GO NORTH ON STATE HIGHWAY 10 FOR 0.6 MILE TO
 LH1301'A T ROAD INTERSECTION.  TURN LEFT AND GO WEST AND NORTHWEST
 LH1301'ON A GRAVELED ROAD FOR 6.9 MILES TO A FORK, TAKE THE RIGHT FORK
 LH1301'AND GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK
 LH1301'ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH FOR 0.4 MILE TO
 LH1301'THE STATION ON THE LEFT AS DESCRIBED.
 LH1301
 LH1301                          STATION RECOVERY (1965)
 LH1301
 LH1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 LH1301'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 LH1301'ALL RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 LH1301'DUE TO GRADING OF THE ROAD IT WAS NECESSARY TO ESTABLISH A SARTORIA
 LH1301'2 STATION AND A NEW REFERENCE MARK, THE STATION MARK AND
 LH1301'REFERENCE MARK NO. 2 WERE THEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1302 ***********************************************************************
 LH1302  DESIGNATION -  SARTORIA 2
 LH1302  PID         -  LH1302
 LH1302  STATE/COUNTY-  NE/BUFFALO
 LH1302  USGS QUAD   -  PLEASANTON NW (1962)
 LH1302
 LH1302                         *CURRENT SURVEY CONTROL
 LH1302  ___________________________________________________________________
 LH1302* NAD 83(1995)-  40 59 12.15981(N)    099 13 01.45703(W)     ADJUSTED  
 LH1302* NAVD 88     -       658.     (meters)    2159.     (feet)  SCALED    
 LH1302  ___________________________________________________________________
 LH1302  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 LH1302  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 LH1302
 LH1302  HORZ ORDER  -  THIRD
 LH1302
 LH1302.The horizontal coordinates were established by classical geodetic methods
 LH1302.and adjusted by the National Geodetic Survey in August 1997..
 LH1302.No horizontal observational check was made to the station.
 LH1302
 LH1302.The orthometric height was scaled from a topographic map.
 LH1302
 LH1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1302
 LH1302.The geoid height was determined by GEOID03.
 LH1302
 LH1302;                    North         East     Units Scale Factor Converg.
 LH1302;SPC NE       -   128,353.795   565,864.364   MT  0.99969937   +0 31 07.8
 LH1302;UTM  14      - 4,537,304.552   481,740.291   MT  0.99960410   -0 08 32.5
 LH1302
 LH1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1302!SPC NE       -   0.99990051  x   0.99969937  =   0.99959991
 LH1302!UTM  14      -   0.99990051  x   0.99960410  =   0.99950465
 LH1302
 LH1302|---------------------------------------------------------------------|
 LH1302| PID    Reference Object                     Distance      Geod. Az  |
 LH1302|                                                           dddmmss.s |
 LH1302| CN9707 SARTORIA 2 RM 3                      14.815 METERS 00209     |
 LH1302| LH1301 SARTORIA                              4.410 METERS 09332     |
 LH1302| CN9705 SARTORIA RM 1                        22.140 METERS 09403     |
 LH1302| CN9704 SARTORIA AZ MK                                     1775807.5 |
 LH1302| CN9708 SARTORIA 2 RM 4                       7.190 METERS 18028     |
 LH1302| LH1332 EVAN LUTH IMMAN KIRCHE SPIRE        APPROX.11.2 KM 2144327.1 |
 LH1302|---------------------------------------------------------------------|
 LH1302
 LH1302                          SUPERSEDED SURVEY CONTROL
 LH1302
 LH1302  NAD 83(1986)-  40 59 12.16743(N)    099 13 01.45987(W) AD(       ) 3
 LH1302  NAD 27      -  40 59 12.13480(N)    099 13 00.12230(W) AD(       ) 3
 LH1302
 LH1302.Superseded values are not recommended for survey control.
 LH1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1302.See file dsdata.txt to determine how the superseded data were derived.
 LH1302
 LH1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TML8174037305(NAD 83)
 LH1302_MARKER: DS = TRIANGULATION STATION DISK
 LH1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1302
 LH1302  HISTORY     - Date     Condition        Report By
 LH1302  HISTORY     - 1965     MONUMENTED       CGS
 LH1302  HISTORY     - 1966     GOOD             CGS
 LH1302
 LH1302                          STATION DESCRIPTION
 LH1302
 LH1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CFO)
 LH1302'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF MILLER,
 LH1302'7 MILES WEST-NORTHWEST OF PLEASANTON AND 0.5 MILE NORTH-NORTHWEST
 LH1302'OF THE ABANDONED VILLAGE OF SARTORIA, ON A HIGH RIDGE ALONG THE
 LH1302'GRADED ROAD.  IT IS 33.5 FEET WEST OF THE CENTER LINE OF THE ROAD
 LH1302'AND 2 FEET NORTH OF A METAL WITNESS POST.  A STANDARD DISK
 LH1302'STAMPED, SARTORIA 2 1965, IN THE TOP OF A CONCRETE MONUMENT
 LH1302'PROJECTING 5-INCHES.
 LH1302'
 LH1302'REFERENCE MARK NO. 1 IS 39 FEET EAST OF CENTER LINE OF THE ROAD,
 LH1302'48.5 FEET NORTH OF A TELEPHONE LINE POLE AND 1 FOOT WEST OF THE
 LH1302'FENCE LINE.  A STANDARD DISK, STAMPED, SARTORIA NO 1 1951, IN THE
 LH1302'TOP OF A CONCRETE MONUMENT PROJECTING 3-INCHES.
 LH1302'
 LH1302'REFERENCE MARK NO. 3 IS 33 FEET WEST OF THE CENTER LINE OF THE
 LH1302'ROAD AND 1 FOOT LOWER THAN THE STATION.  A STANDARD DISK, STAMPED,
 LH1302'SARTORIA 2 NO 3 1965 IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 LH1302'3 INCHES.
 LH1302'
 LH1302'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 78 FEET EAST
 LH1302'OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A FENCE LINE AND
 LH1302'1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD DISK, STAMPED,
 LH1302'SARTORIA 1951 IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 LH1302'2-INCHES.
 LH1302'
 LH1302'TO REACH THE STATION FROM THE SMALL VILLAGE OF PLEASANTON, GO
 LH1302'NORTH ON THE MAIN STREET 0.6 MILE TO A T-ROAD JUNCTION, TURN LEFT,
 LH1302'GO WESTERLY ON THE GRAVELED ROAD 7.0 MILES TO A SIDE ROAD RIGHT,
 LH1302'TURN RIGHT, GO NORTH ON A GRADED ROAD 0.5 MILE TO THE STATION
 LH1302'ON THE LEFT AS DESCRIBED.
 LH1302'
 LH1302'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LH1302
 LH1302                          STATION RECOVERY (1966)
 LH1302
 LH1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LH1302'THE STATION MARK WAS RECOVERED AND WAS FOUND TO BE ON A 6-FOOT
 LH1302'MOUND OF EARTH.  R.M. NO. 1 AND THE AZIMUTH MARK WERE RECOVERED
 LH1302'AND FOUND IN GOOD CONDITION BUT R.M. NO. 3 HAD BEEN DESTROYED.
 LH1302'THE SURFACE AND UNDERGROUND MARKS WERE LOWERED VERTICALLY AND
 LH1302'ONE NEW REFERENCE WAS ESTABLISHED.
 LH1302'
 LH1302'TO REACH THE STATION FROM THE VILLAGE OF PLEASANTON, GO NORTH ON
 LH1302'MAIN STREET TO A T-ROAD, TURN LEFT AND GO WESTERLY ON GRAVELED
 LH1302'ROAD FOR 7.0 MILES TO A SIDE ROAD ON RIGHT, TURN RIGHT AND GO
 LH1302'NORTH ON GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 LH1302'RIGHT, CONTINUE NORTH FOR 0.4 MILE TO STATION ON THE LEFT.
 LH1302'
 LH1302'THE STATION MARK IS 34.5 FEET WEST OF THE CENTERLINE OF A
 LH1302'GRAVELED ROAD AND 9 FEET NORTH OF A METAL WITNESS POST.  THE MARK
 LH1302'IS IN A NORTH-SOUTH FENCE LINE AND IS FLUSH.  THE UNDERGROUND
 LH1302'MARK IS ABOUT 48 INCHES BELOW THE SURFACE.  THE DISKS ARE STAMPED
 LH1302'SARTORIA 2 1965.
 LH1302'
 LH1302'R.M. NO. 1 IS 50 FEET NORTH-NORTHEAST OF A TELEPHONE POLE AND
 LH1302'38 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD.  THE MARK
 LH1302'PROJECTS 3 INCHES AND THE DISK IS STAMPED SARTORIA NO 1 1951.
 LH1302'
 LH1302'R.M. NO. 4 IS 34 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 LH1302'14.5 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 LH1302'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED SARTORIA 2 NO 4
 LH1302'1965 1966.
 LH1302'
 LH1302'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 78 FEET EAST
 LH1302'OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A FENCE LINE AND
 LH1302'1 FOOT NORTH OF A METAL WITNESS POST.  THE MARK PROJECTS 2 INCHES
 LH1302'AND THE DISK IS STAMPED SARTORIA 1951.
 LH1302'
 LH1302'R.M. NO. 1 TO R.M. NO. 4 IS 74.98 FEET, 22.853 M.
 LH1302'
 LH1302'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 10 MILES
 LH1302'EAST-NORTHEAST OF MILLER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1385 ***********************************************************************
 LF1385  DESIGNATION -  SASKA
 LF1385  PID         -  LF1385
 LF1385  STATE/COUNTY-  NE/OTOE
 LF1385  USGS QUAD   -  HUMBOLDT SW (1965)
 LF1385
 LF1385                         *CURRENT SURVEY CONTROL
 LF1385  ___________________________________________________________________
 LF1385* NAD 83(1995)-  40 00 01.73153(N)    095 55 48.38831(W)     ADJUSTED  
 LF1385* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 LF1385  ___________________________________________________________________
 LF1385  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 LF1385  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LF1385
 LF1385  HORZ ORDER  -  FIRST
 LF1385
 LF1385.The horizontal coordinates were established by classical geodetic methods
 LF1385.and adjusted by the National Geodetic Survey in August 1997..
 LF1385
 LF1385.The orthometric height was scaled from a topographic map.
 LF1385
 LF1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1385
 LF1385.The geoid height was determined by GEOID03.
 LF1385
 LF1385;                    North         East     Units Scale Factor Converg.
 LF1385;SPC NE       -    26,738.091   847,412.934   MT  0.99999978   +2 41 49.6
 LF1385;SPC KS N     -   187,103.349   576,746.944   MT  1.00004245   +1 18 34.7
 LF1385;UTM  15      - 4,431,923.774   249,869.482   MT  1.00037029   -1 53 04.0
 LF1385;UTM  14      - 4,432,325.827   762,065.247   MT  1.00044556   +1 58 27.9
 LF1385
 LF1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1385!SPC NE       -   0.99994270  x   0.99999978  =   0.99994248
 LF1385!SPC KS N     -   0.99994270  x   1.00004245  =   0.99998514
 LF1385!UTM  15      -   0.99994270  x   1.00037029  =   1.00031296
 LF1385!UTM  14      -   0.99994270  x   1.00044556  =   1.00038823
 LF1385
 LF1385:                Primary Azimuth Mark                     Grid Az
 LF1385:SPC NE       -  DAWSON MUNICIPAL TANK                    026 38 21.3
 LF1385:SPC KS N     -  DAWSON MUNICIPAL TANK                    028 01 36.2
 LF1385:UTM  15      -  DAWSON MUNICIPAL TANK                    031 13 14.9
 LF1385:UTM  14      -  DAWSON MUNICIPAL TANK                    027 21 43.0
 LF1385
 LF1385|---------------------------------------------------------------------|
 LF1385| PID    Reference Object                     Distance      Geod. Az  |
 LF1385|                                                           dddmmss.s |
 LF1385| LF1379 DAWSON MUNICIPAL TANK               APPROX.17.3 KM 0292010.9 |
 LF1385| LF1377 SHUBERT MUNICIPAL TANK              APPROX.33.8 KM 0383007.7 |
 LF1385| CL7538 SASKA RM 1                           38.158 METERS 07203     |
 LF1385| CL7537 SASKA AZ MK                                        1813546.5 |
 LF1385| LG1013 DU BOIS MUNICIPAL TANK              APPROX.10.8 KM 2904732.9 |
 LF1385| CL7539 SASKA RM 2                           54.520 METERS 30843     |
 LF1385|---------------------------------------------------------------------|
 LF1385
 LF1385                          SUPERSEDED SURVEY CONTROL
 LF1385
 LF1385  NAD 83(1986)-  40 00 01.73907(N)    095 55 48.38559(W) AD(       ) 1
 LF1385  NAD 27      -  40 00 01.73800(N)    095 55 47.39900(W) AD(       ) 1
 LF1385
 LF1385.Superseded values are not recommended for survey control.
 LF1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1385.See file dsdata.txt to determine how the superseded data were derived.
 LF1385
 LF1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE4986931924(NAD 83)
 LF1385_MARKER: DD = SURVEY DISK
 LF1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1385_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LF1385
 LF1385  HISTORY     - Date     Condition        Report By
 LF1385  HISTORY     - 1934     MONUMENTED       CGS
 LF1385  HISTORY     - 1945     GOOD             CGS
 LF1385  HISTORY     - 1947     GOOD             CGS
 LF1385  HISTORY     - 1950     GOOD             CGS
 LF1385  HISTORY     - 1958     GOOD             USGS
 LF1385  HISTORY     - 1965     GOOD             USGS
 LF1385
 LF1385                          STATION DESCRIPTION
 LF1385
 LF1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1385'STATION IS IN THE NW CORNER OF THE NE 1/4 SEC. 2, T. 1 S.,
 LF1385'R 13 E., AT THE KANSAS-NEBRASKA STATE LINE, ABOUT 2-1/4 MILES
 LF1385'E, 2.75 MILES N, OF BERN, 6-1/2 MILES W OF U.S. HIGHWAY 75 WHERE
 LF1385'IT CROSSES THE STATE LINE, ON LAND OWNED BY ALBERT KRANEVILLE.
 LF1385'
 LF1385'TO REACH THE STATION FROM SABETHA NATIONAL BANK IN SABETHA,
 LF1385'FOLLOW U.S. HIGHWAY 75 W AND N 0.9 MILE, THEN LEAVE HIGHWAY 75,
 LF1385'TURN LEFT AND GO W ON A GRAVEL ROAD 2.0 MILES, THEN RIGHT N ON
 LF1385'GRAVEL ROAD 1.5 MILES TO BERWICK.  GO N FROM BERWICK ON GRAVEL
 LF1385'ROAD 1.5 MILES, THEN W ON GRAVEL ROAD 2.0 MILES TO CROSS ROADS
 LF1385'AND SCHOOLHOUSE, TURN RIGHT AND GO N 1.0 MILE TO STATE LINE AND
 LF1385'STATION.
 LF1385'
 LF1385'TO REACH FROM U.S. HIGHWAY 75 AT THE STATE LINE, GO S 1.0 MILE
 LF1385'TO GRAVEL ROAD, LEAVE HIGHWAY 75, TURN RIGHT AND GO W 6.5 MILES,
 LF1385'THEN RIGHT, N, 1.0 MILE TO STATE LINE AND STATION.
 LF1385'
 LF1385'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 LF1385'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 LF1385'
 LF1385'REFERENCE MARK 1 IS NW OF STATION, AT A DISTANCE OF 38.152 METERS
 LF1385'AND 125.17 FEET.  IT IS A BRONZE REFERENCE DISK SET IN TOP
 LF1385'OF A CONCRETE POST.
 LF1385'
 LF1385'REFERENCE MARK 2 IS NE OF STATION, AT A DISTANCE OF 54.490 METERS
 LF1385'AND 178.77 FEET.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 LF1385'CONCRETE POST.
 LF1385'
 LF1385'AZIMUTH MARK IS 0.6 MILE S OF STATION.  IT IS A BRONZE DISK
 LF1385'SET IN TOP OF A CONCRETE POST.
 LF1385'
 LF1385'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LF1385
 LF1385                          STATION RECOVERY (1945)
 LF1385
 LF1385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1385'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LF1385'IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 LF1385'CHECKED AND FOUND TO BE CORRECT.
 LF1385'
 LF1385'TO REACH THE STATION FROM DAWSON, NEBRASKA, GO S ON U.S. HIGHWAY
 LF1385'75 FOR 10 MILES TO THE STATE LINE ROAD, CONTINUE ON HIGHWAY 75
 LF1385'FOR ONE MILE TO CROSSROADS AT FILLING STATION, TURN RIGHT AND GO
 LF1385'W 6.5 MILES TO A DIM ROAD RIGHT, TURN RIGHT AND GO ONE MILE TO
 LF1385'THE STATION.  STATION NOT OCCUPIED BUT VISITED BY LIGHTKEEPER.
 LF1385
 LF1385                          STATION RECOVERY (1947)
 LF1385
 LF1385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LF1385'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 LF1385'GOOD CONDITION.  REFERENCE MARK NO. 1 IS NORTHEAST AND REFERENCE
 LF1385'MARK NO. 2 IS NORTHWEST, REVERSED FROM THE DIRECTIONS GIVEN IN
 LF1385'THE 1934 DESCRIPTION.
 LF1385'
 LF1385'A COMPLETE DESCRIPTION FOLLOWS.
 LF1385'
 LF1385'THE STATION IS LOCATED ABOUT 2-1/4 MILES EAST AND 2.75 MILES NORTH
 LF1385'OF BERN, 81 FEET EAST-SOUTHEAST OF THE CENTER OF INTERSECTION
 LF1385'OF A T ROAD, 50 FEET EAST-SOUTHEAST OF A FENCE CORNER, 27 FEET
 LF1385'SOUTH OF THE CENTER OF KANSAS-NEBRASKA STATE LINE ROAD, 14.3 FEET
 LF1385'SOUTH OF AN EAST-WEST FENCE LINE, AND 2.8 FEET SOUTH OF A WITNESS
 LF1385'POST.  IT PROJECTS 2 INCHES
 LF1385'AND IS STAMPED SASKA 1934.
 LF1385'
 LF1385'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 13 FEET NORTH
 LF1385'OF THE CENTER OF KANSAS-NEBRASKA STATE LINE ROAD, AND 2.5 FEET
 LF1385'SOUTH OF AN EAST-WEST FENCE LINE.  IT
 LF1385'PROJECTS 1 INCH AND IS STAMPED SASKA NO 1 1934.
 LF1385'
 LF1385'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 20 FEET EAST OF
 LF1385'THE CENTER OF A LANE, 18 FEET NORTH OF A FENCE CORNER, AND 1 FOOT
 LF1385'WEST OF A NORTH-SOUTH FENCE LINE.  IT
 LF1385'PROJECTS 6 INCHES AND IS STAMPED SASKA NO 2 1934.
 LF1385'
 LF1385'AZIMUTH MARK IS 0.6 MILE SOUTH OF THE STATION, 20 FEET WEST OF
 LF1385'THE CENTER OF A DIRT ROAD, 1.5 FEET NORTHWEST OF A WITNESS POST,
 LF1385'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT
 LF1385'PROJECTS 4 INCHES AND IS STAMPED SASKA AZI 1934.
 LF1385'
 LF1385'TO REACH THE STATION FROM THE SABETHA NATIONAL BANK IN SABETHA,
 LF1385'GO WEST AND NORTH ON U.S. HIGHWAY NO. 75 FOR 0.9 MILE, TURN LEFT,
 LF1385'WEST, ON TO A GRAVELED ROAD AND GO 2.0 MILES, TURN RIGHT,
 LF1385'NORTH, AND GO 1.5 MILES TO THE VILLAGE OF BERWICK, CONTINUE
 LF1385'NORTH ON GRAVELED ROAD FOR 1.5 MILES, THEN LEFT, WEST, ON
 LF1385'GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD, TURN RIGHT, NORTH,
 LF1385'AND GO 3.0 MILES TO THE KANSAS-NEBRASKA STATE LINE AND THE
 LF1385'STATION AS DESCRIBED.
 LF1385'
 LF1385'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON DIRT
 LF1385'ROAD FOR 0.6 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LF1385'
 LF1385'A 4 FOOT SIGNAL AT MEYER 1934 IS VISIBLE AT 4 FEET.
 LF1385'
 LF1385'A 60 FOOT SIGNAL AT ALLISON IS VISIBLE AT 4 FEET.
 LF1385'
 LF1385'A 74 FOOT SIGNAL AT WILLIAMSON IS VISIBLE AT 15 FEET.
 LF1385'
 LF1385'A 20 FOOT SIGNAL AT HORALEK 1934 IS VISIBLE AT 37 FEET.
 LF1385'
 LF1385'A 4 FOOT SIGNAL AT BURK 1934 IS VISIBLE AT 4 FEET.
 LF1385
 LF1385                          STATION RECOVERY (1950)
 LF1385
 LF1385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 LF1385'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED AS
 LF1385'DESCRIBED BY R.L.E. IN 1947 AND FOUND IN GOOD CONDITION.  THE
 LF1385'TO REACH DESCRIPTION WAS INCORRECT AND A NEW SET IS SUBMITTED.
 LF1385'SOME ADDITIONAL REFERENCE MEASUREMENTS WERE MADE.  A COMPLETE
 LF1385'DESCRIPTION FOLLOWS.
 LF1385'
 LF1385'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF SABETHA AND 3 MILES
 LF1385'NORTHEAST OF BERN, 81 FEET EAST-SOUTHEAST OF A T-ROAD INTERSECTION,
 LF1385'53 FEET EAST OF THE SOUTH GATE POST AT THE NORTHWEST CORNER OF
 LF1385'FIELD, 27 FEET SOUTH OF THE CENTER OF THE KANSAS-NEBRASKA STATE
 LF1385'LINE ROAD, 14 FEET SOUTH OF AN EAST-WEST FENCE AND WITNESS POST.
 LF1385'IT IS STAMPED SASKA 1934 AND PROJECTS 2 INCHES.
 LF1385'
 LF1385'REFERENCE MARK NO. 1 IS 38.152 METERS (125.18 FEET) NORTHEAST OF
 LF1385'THE STATION, 13 FEET NORTH OF THE STATE LINE ROAD (CENTER) AND
 LF1385'2 FEET SOUTH OF FENCE.  IT IS STAMPED SASKA NO 1 1934 AND IS FLUSH
 LF1385'WITH THE SURFACE OF THE GROUND.
 LF1385'
 LF1385'REFERENCE MARK NO. 2 IS 54.490 METERS (178.78 FEET) NORTHWEST OF
 LF1385'THE STATION, 20 FEET EAST OF THE CENTER OF LANE, 18 FEET NORTH
 LF1385'OF A FENCE CORNER AND 1 FOOT WEST OF A FENCE.  IT IS STAMPED
 LF1385'SASKA NO 2 1934 AND PROJECTS 6 INCHES.
 LF1385'
 LF1385'AZIMUTH MARK IS 0.7 MILE SOUTH OF THE STATION, 20 FEET WEST OF
 LF1385'THE CENTER OF ROAD, 1.5 FEET NORTHWEST OF WITNESS POST AND 1
 LF1385'FOOT WEST OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISC
 LF1385'IS STAMPED SASKA AZI 1934.
 LF1385'
 LF1385'TO REACH THE STATION FROM THE SABETHA NATIONAL BANK IN SABETHA, GO
 LF1385'WEST AND NORTH ON U.S. HIGHWAY 75 FOR 6.0 MILES TO CROSSROADS.
 LF1385'TURN LEFT AND GO WEST FOR 6.5 MILES TO ROAD RIGHT.  TURN RIGHT
 LF1385'AND GO NORTH 0.3 MILE TO AZIMUTH.  CONTINUE 0.7 MILE TO STATION.
 LF1385
 LF1385                          STATION RECOVERY (1958)
 LF1385
 LF1385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LF1385'STATION RECOVERED IN GOOD CONDITION.
 LF1385'
 LF1385'BERN, 2.5 MILES NORTH, THENCE 2.0 MILES EAST FROM, ON
 LF1385'KANSAS-NEBRASKA STATE LINE, 25 FEET SOUTH AND 77 FEET EAST OF
 LF1385'CENTERLINE OF E-W.  STATE LINE ROAD AT A T-ROAD SOUTH, 15 FEET
 LF1385'SOUTH OF E-W RIGHT-OF-WAY FENCE, 55 FEET EAST OF THE N-W
 LF1385'RIGHT-OF-WAY FENCE, IN AN OPEN FIELD, FLUSH WITH THE GROUND,
 LF1385'IN A CONCRETE POST, STANDARD USC AND GS DISK STAMPED SASKA 1934.
 LF1385'
 LF1385'REFERENCE MARK 1 IS NE OF STATION AND REFERENCE MARK 2 IS NW OF
 LF1385'STATION.
 LF1385
 LF1385                          STATION RECOVERY (1965)
 LF1385
 LF1385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LF1385'ADD ADDITION DESCRIPTION--27.5 FEET SOUTH AND 77.5 FEET EAST OF
 LF1385'T-ROAD SOUTH, 14 FEET SOUTH OF E-W FENCE LINE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0194 ***********************************************************************
 NO0194  DESIGNATION -  SATTERLEE
 NO0194  PID         -  NO0194
 NO0194  STATE/COUNTY-  NE/CHERRY
 NO0194  USGS QUAD   -  NENZEL (1985)
 NO0194
 NO0194                         *CURRENT SURVEY CONTROL
 NO0194  ___________________________________________________________________
 NO0194* NAD 83(1995)-  42 54 41.53145(N)    101 03 46.50202(W)     ADJUSTED  
 NO0194* NAVD 88     -      1008.618  (meters)    3309.11   (feet)  ADJUSTED  
 NO0194  ___________________________________________________________________
 NO0194  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 NO0194  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NO0194  DYNAMIC HT  -        1008.196 (meters)    3307.72  (feet)  COMP
 NO0194  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 NO0194
 NO0194  HORZ ORDER  -  SECOND
 NO0194  VERT ORDER  -  FIRST     CLASS II
 NO0194
 NO0194.The horizontal coordinates were established by classical geodetic methods
 NO0194.and adjusted by the National Geodetic Survey in August 1997..
 NO0194
 NO0194.The orthometric height was determined by differential leveling
 NO0194.and adjusted by the National Geodetic Survey in June 1991..
 NO0194
 NO0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0194
 NO0194.The geoid height was determined by GEOID03.
 NO0194
 NO0194.The dynamic height is computed by dividing the NAVD 88
 NO0194.geopotential number by the normal gravity value computed on the
 NO0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0194.degrees latitude (g = 980.6199 gals.).
 NO0194
 NO0194.The modeled gravity was interpolated from observed gravity values.
 NO0194
 NO0194;                    North         East     Units Scale Factor Converg.
 NO0194;SPC NE       -   342,327.364   413,210.070   MT  0.99996062   -0 42 15.8
 NO0194;SPC SD S     -    64,495.487   540,425.563   MT  0.99998240   -0 30 11.9
 NO0194;SPC SD S     -   211,598.94  1,773,046.20   sFT  0.99998240   -0 30 11.9
 NO0194;UTM  14      - 4,753,055.597   331,611.283   MT  0.99994884   -1 24 17.7
 NO0194
 NO0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0194!SPC NE       -   0.99984509  x   0.99996062  =   0.99980571
 NO0194!SPC SD S     -   0.99984509  x   0.99998240  =   0.99982749
 NO0194!UTM  14      -   0.99984509  x   0.99994884  =   0.99979394
 NO0194
 NO0194:                Primary Azimuth Mark                     Grid Az
 NO0194:SPC NE       -  ES 9                                     038 27 51.8
 NO0194:SPC SD S     -  ES 9                                     038 15 47.9
 NO0194:UTM  14      -  ES 9                                     039 09 53.7
 NO0194
 NO0194|---------------------------------------------------------------------|
 NO0194| PID    Reference Object                     Distance      Geod. Az  |
 NO0194|                                                           dddmmss.s |
 NO0194| CQ4865 ES 9                                               0374536.0 |
 NO0194| NO0193 SATTERLEE RM 2                       17.371 METERS 06841     |
 NO0194| NO0195 SATTERLEE RM 1                       18.904 METERS 14624     |
 NO0194| NO0454 CODY MUNICIPAL TANK                 APPROX.15.2 KM 2803835.2 |
 NO0194|---------------------------------------------------------------------|
 NO0194
 NO0194                          SUPERSEDED SURVEY CONTROL
 NO0194
 NO0194  NAD 83(1986)-  42 54 41.52895(N)    101 03 46.51160(W) AD(       ) 2
 NO0194  NAD 27      -  42 54 41.50300(N)    101 03 44.96400(W) AD(       ) 2
 NO0194  NGVD 29 (??/??/92) 1008.267  (m)         3307.96   (f) ADJ UNCH    1 2
 NO0194
 NO0194.Superseded values are not recommended for survey control.
 NO0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0194.See file dsdata.txt to determine how the superseded data were derived.
 NO0194
 NO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN3161153056(NAD 83)
 NO0194_MARKER: DS = TRIANGULATION STATION DISK
 NO0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0194_STAMPING: SATTERLEE 1949
 NO0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0194+STABILITY: SURFACE MOTION
 NO0194
 NO0194  HISTORY     - Date     Condition        Report By
 NO0194  HISTORY     - 1949     MONUMENTED       CGS
 NO0194  HISTORY     - 1957     GOOD             NGS
 NO0194
 NO0194                          STATION DESCRIPTION
 NO0194
 NO0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0194'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SANDY KNOLL,
 NO0194'ABOUT 6 MILES WEST-SOUTHWEST OF KILGORE, ABOUT 2-1/4 MILES EAST
 NO0194'OF NENZEL, 41 FEET SOUTH OF AN EAST-WEST FENCE LINE, 3.5 FEET
 NO0194'EAST OF A WITNESS POST, AND IS ON LAND OWNED BY MR. JOE
 NO0194'SATTERLEE.  IT PROJECTS 5 INCHES AND IS STAMPED SATTERLEE
 NO0194'1949.
 NO0194'
 NO0194'REFERENCE MARK NO. 1 IS 4 FEET LOWER THAN THE STATION.  IT
 NO0194'PROJECTS 3 INCHES AND IS STAMPED SATTERLEE NO 1 1949.
 NO0194'
 NO0194'REFERENCE MARK NO. 2 IS 3 FEET LOWER THAN THE STATION.  IT
 NO0194'PROJECTS 4 INCHES AND IS STAMPED SATTERLEE NO 2 1949.
 NO0194'
 NO0194'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 NO0194'NO. 2 IS 74.8 FEET.
 NO0194'
 NO0194'AN U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED ES 9 1948, SERVES
 NO0194'AS AN AZIMUTH MARK.  IT IS LOCATED ON TOP OF A 4-FOOT CUT
 NO0194'BANK, 35 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 20 AND 1.6
 NO0194'FEET EAST OF A RAILROAD RAIL THAT PROJECTS 3 FEET.  THE DISK
 NO0194'IS SET IN AN 8 INCH CONCRETE POST THAT PROJECTS 6 INCHES.
 NO0194'
 NO0194'TO REACH THE STATION FROM THE MAIN INTERSECTION AT A TEXACO
 NO0194'SERVICE STATION IN KILGORE, GO WEST ON U.S. HIGHWAY 20 FOR
 NO0194'5.3 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 NO0194'CONTINUE WEST ON THE HIGHWAY FOR 0.15 MILES TO A T-ROAD ON
 NO0194'THE LEFT, TURN LEFT ON A GRADED ROAD AND GO 0.85 MILE TO A
 NO0194'WIRE GATE AT A JOG IN THE FENCE LINE ON THE RIGHT, TURN RIGHT
 NO0194'THROUGH THE GATE AND GO WEST THROUGH THE PASTURE FOR 0.5 MILE
 NO0194'TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0194'
 NO0194'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NO0194
 NO0194                          STATION RECOVERY (1957)
 NO0194
 NO0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NO0194'6.8 MI W FROM KILGORE.
 NO0194'ABOUT 5.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0194'FROM THE STATION AT KILGORE, THENCE 0.8K MILE SOUTH ALONG A
 NO0194'DIRT ROAD, THENCE 0.5 MILE WEST ALONG A FENCE LINE, IN SECTION
 NO0194'23, T.34 N., R.32 W., ON THE HIGHEST POINT OF A SANDY HILL, 41
 NO0194'FEET SOUTH OF THE FENCE LINE, 3 FEET EAST OF A WHITE WOODEN
 NO0194'WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NO0194'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0195 ***********************************************************************
 NO0195  DESIGNATION -  SATTERLEE RM 1
 NO0195  PID         -  NO0195
 NO0195  STATE/COUNTY-  NE/CHERRY
 NO0195  USGS QUAD   -  NENZEL (1985)
 NO0195
 NO0195                         *CURRENT SURVEY CONTROL
 NO0195  ___________________________________________________________________
 NO0195* NAD 83(1986)-  42 54 41.     (N)    101 03 45.     (W)     SCALED    
 NO0195* NAVD 88     -      1007.190  (meters)    3304.42   (feet)  ADJUSTED  
 NO0195  ___________________________________________________________________
 NO0195  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NO0195  DYNAMIC HT  -        1006.769 (meters)    3303.04  (feet)  COMP
 NO0195  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 NO0195
 NO0195  VERT ORDER  -  FIRST     CLASS II
 NO0195
 NO0195.The horizontal coordinates were scaled from a topographic map and have
 NO0195.an estimated accuracy of +/- 6 seconds.
 NO0195
 NO0195.The orthometric height was determined by differential leveling
 NO0195.and adjusted by the National Geodetic Survey in June 1991..
 NO0195
 NO0195.The geoid height was determined by GEOID03.
 NO0195
 NO0195.The dynamic height is computed by dividing the NAVD 88
 NO0195.geopotential number by the normal gravity value computed on the
 NO0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0195.degrees latitude (g = 980.6199 gals.).
 NO0195
 NO0195.The modeled gravity was interpolated from observed gravity values.
 NO0195
 NO0195;                    North         East    Units  Estimated Accuracy
 NO0195;SPC NE       -   342,310.      413,240.      MT  (+/- 180 meters Scaled)
 NO0195
 NO0195                          SUPERSEDED SURVEY CONTROL
 NO0195
 NO0195  NGVD 29 (??/??/92) 1006.839  (m)         3303.27   (f) ADJ UNCH    1 2
 NO0195
 NO0195.Superseded values are not recommended for survey control.
 NO0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0195.See file dsdata.txt to determine how the superseded data were derived.
 NO0195
 NO0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN316530(NAD 83)
 NO0195_MARKER: DR = REFERENCE MARK DISK
 NO0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0195_STAMPING: SATTERLEE NO 1 1949
 NO0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0195+STABILITY: SURFACE MOTION
 NO0195
 NO0195  HISTORY     - Date     Condition        Report By
 NO0195  HISTORY     - 1949     MONUMENTED       CGS
 NO0195  HISTORY     - 1957     GOOD             NGS
 NO0195
 NO0195                          STATION DESCRIPTION
 NO0195
 NO0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0195'6.8 MI W FROM KILGORE.
 NO0195'ABOUT 5.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0195'FROM THE STATION AT KILGORE, THENCE 0.85 MILE SOUTH ALONG A
 NO0195'DIRT ROAD, THENCE 0.5 MILE WEST ALONG A FENCE LINE, IN SECTION
 NO0195'23, T.34 N., R.32 W., 62 FEET SOUTHEAST OF THE STATION MARK,
 NO0195'75 FEET SOUTH OF REFERENCE MARK NO. 2, 4 FEET LOWER THAN THE
 NO0195'STATION AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0193 ***********************************************************************
 NO0193  DESIGNATION -  SATTERLEE RM 2
 NO0193  PID         -  NO0193
 NO0193  STATE/COUNTY-  NE/CHERRY
 NO0193  USGS QUAD   -  NENZEL (1985)
 NO0193
 NO0193                         *CURRENT SURVEY CONTROL
 NO0193  ___________________________________________________________________
 NO0193* NAD 83(1986)-  42 54 41.     (N)    101 03 45.     (W)     SCALED    
 NO0193* NAVD 88     -      1007.654  (meters)    3305.94   (feet)  ADJUSTED  
 NO0193  ___________________________________________________________________
 NO0193  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 NO0193  DYNAMIC HT  -        1007.232 (meters)    3304.56  (feet)  COMP
 NO0193  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 NO0193
 NO0193  VERT ORDER  -  FIRST     CLASS II
 NO0193
 NO0193.The horizontal coordinates were scaled from a topographic map and have
 NO0193.an estimated accuracy of +/- 6 seconds.
 NO0193
 NO0193.The orthometric height was determined by differential leveling
 NO0193.and adjusted by the National Geodetic Survey in June 1991..
 NO0193
 NO0193.The geoid height was determined by GEOID03.
 NO0193
 NO0193.The dynamic height is computed by dividing the NAVD 88
 NO0193.geopotential number by the normal gravity value computed on the
 NO0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NO0193.degrees latitude (g = 980.6199 gals.).
 NO0193
 NO0193.The modeled gravity was interpolated from observed gravity values.
 NO0193
 NO0193;                    North         East    Units  Estimated Accuracy
 NO0193;SPC NE       -   342,310.      413,240.      MT  (+/- 180 meters Scaled)
 NO0193
 NO0193                          SUPERSEDED SURVEY CONTROL
 NO0193
 NO0193  NGVD 29 (??/??/92) 1007.303  (m)         3304.79   (f) ADJ UNCH    1 2
 NO0193
 NO0193.Superseded values are not recommended for survey control.
 NO0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0193.See file dsdata.txt to determine how the superseded data were derived.
 NO0193
 NO0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN316530(NAD 83)
 NO0193_MARKER: DR = REFERENCE MARK DISK
 NO0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NO0193_STAMPING: SATTERLEE NO 2 1949
 NO0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NO0193+STABILITY: SURFACE MOTION
 NO0193
 NO0193  HISTORY     - Date     Condition        Report By
 NO0193  HISTORY     - 1949     MONUMENTED       CGS
 NO0193  HISTORY     - 1957     GOOD             NGS
 NO0193
 NO0193                          STATION DESCRIPTION
 NO0193
 NO0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NO0193'6.8 MI W FROM KILGORE.
 NO0193'ABOUT 5.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NO0193'FROM THE STATION AT KILGORE, THENCE 0.85 MILE SOUTH ALONG A
 NO0193'DIRT ROAD, THENCE 0.5 MILE WEST ALONG A FENCE LINE, 57 FEET
 NO0193'EAST-NORTHEAST OF THE STATION MARK, 22 1/2 FEET SOUTH OF A FENCE
 NO0193'LINE, ABOUT 3 FEET LOWER THAN THE STATION AND IN THE TOP OF A
 NO0193'CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0444 ***********************************************************************
 NO0444  DESIGNATION -  SAWYER
 NO0444  PID         -  NO0444
 NO0444  STATE/COUNTY-  NE/CHERRY
 NO0444  USGS QUAD   -  SNAKE RIVER FALLS (1985)
 NO0444
 NO0444                         *CURRENT SURVEY CONTROL
 NO0444  ___________________________________________________________________
 NO0444* NAD 83(1995)-  42 39 26.77214(N)    100 50 03.45710(W)     ADJUSTED  
 NO0444* NAVD 88     -       980.0    (meters)    3215.     (feet)  VERTCON   
 NO0444  ___________________________________________________________________
 NO0444  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 NO0444  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 NO0444
 NO0444  HORZ ORDER  -  FIRST
 NO0444
 NO0444.The horizontal coordinates were established by classical geodetic methods
 NO0444.and adjusted by the National Geodetic Survey in August 1997..
 NO0444
 NO0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 NO0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NO0444
 NO0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0444
 NO0444.The geoid height was determined by GEOID03.
 NO0444
 NO0444;                    North         East     Units Scale Factor Converg.
 NO0444;SPC NE       -   313,898.847   431,604.759   MT  0.99986100   -0 33 10.4
 NO0444;UTM  14      - 4,724,405.858   349,659.716   MT  0.99987808   -1 14 35.4
 NO0444
 NO0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0444!SPC NE       -   0.99984963  x   0.99986100  =   0.99971065
 NO0444!UTM  14      -   0.99984963  x   0.99987808  =   0.99972773
 NO0444
 NO0444|---------------------------------------------------------------------|
 NO0444| PID    Reference Object                     Distance      Geod. Az  |
 NO0444|                                                           dddmmss.s |
 NO0444| CO4468 SAWYER RM 1                          38.459 METERS 17949     |
 NO0444| CO4469 SAWYER RM 2                          28.630 METERS 27420     |
 NO0444| CO4467 SAWYER AZ MK                                       2831048.7 |
 NO0444|---------------------------------------------------------------------|
 NO0444
 NO0444                          SUPERSEDED SURVEY CONTROL
 NO0444
 NO0444  NAD 83(1986)-  42 39 26.77183(N)    100 50 03.46551(W) AD(       ) 1
 NO0444  NAD 27      -  42 39 26.75500(N)    100 50 01.94200(W) AD(       ) 1
 NO0444  NGVD 29 (07/19/86)  979.7    (m)         3214.     (f) VERT ANG       
 NO0444
 NO0444.Superseded values are not recommended for survey control.
 NO0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0444.See file dsdata.txt to determine how the superseded data were derived.
 NO0444
 NO0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLN4966024406(NAD 83)
 NO0444_MARKER: DS = TRIANGULATION STATION DISK
 NO0444_SETTING: 0 = UNSPECIFIED SETTING
 NO0444
 NO0444  HISTORY     - Date     Condition        Report By
 NO0444  HISTORY     - 1933     MONUMENTED       CGS
 NO0444  HISTORY     - 1949     GOOD             CGS
 NO0444  HISTORY     - 1959     GOOD             USGS
 NO0444
 NO0444                          STATION DESCRIPTION
 NO0444
 NO0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NO0444'ABOUT 7 MILES WEST-NORTHWEST OF SIMEON POST OFFICE IN EAST HALF
 NO0444'SEC. 22, T. 31 N., R. 30 W., ON LAND OWNED BY GEORGE SAWYER.
 NO0444'REACHED FROM VALENTINE BY GOING SOUTHWEST TO THE NIOBRARA RIVER
 NO0444'BRIDGE.  CONTINUE ON ABOUT 8.5 MILES TO THE BURGE RANCH AND
 NO0444'SCHOOLHOUSE.  CONTINUE ON ABOUT 5 MILES WEST OF SOUTH TO A LARGE
 NO0444'SAND HILL EAST OF ROAD.  IT IS THE ONLY HIGH HILL WITHIN 3 OR 4
 NO0444'MILES.  STATION IS ON HIGHEST PART OF HILL AND IS MARKED WITH A
 NO0444'FOUR-INCH CAST-IRON PIPE SET IN THE GROUND, FILLED WITH
 NO0444'CONCRETE AND HAS A STANDARD BRONZE DISK IN TOP.
 NO0444'
 NO0444'REFERENCE MARK NO. 1 IS ALMOST DUE SOUTH OF STATION DOWN SLOPE.
 NO0444'NO FENCES NEAR THE STATION OR ANY OF THE MARKS.
 NO0444'
 NO0444'REFERENCE MARK NO. 2 IS NORTHWEST BY WEST OF STATION DOWN SLOPE.
 NO0444'
 NO0444'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE CAST-IRON
 NO0444'PIPES FILLED WITH CONCRETE WITH STANDARD DISKS IN TOP.
 NO0444'
 NO0444'AZIMUTH MARK IS NORTHWEST OF STATION ON TOP OF HILL AND IS A
 NO0444'CONCRETE FILLED CAST-IRON PIPE WITH BRONZE DISK IN TOP.  BURIED
 NO0444'5 FEET IN GROUND.
 NO0444'
 NO0444'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 NO0444
 NO0444                          STATION RECOVERY (1949)
 NO0444
 NO0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0444'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 NO0444'NUMBER 2, AND REFERENCE MARK NUMBER 3 (AZIMUTH MARK) WERE
 NO0444'RECOVERED AND ARE IN GOOD CONDITION.  A COMPLETE AND NEW
 NO0444'DESCRIPTION FOLLOWS--
 NO0444'
 NO0444'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT SAND
 NO0444'HILL, ABOUT 22 MILES SOUTHWEST OF VALENTINE, 4 FEET EAST OF A
 NO0444'WITNESS POST, AND IS ON LAND OWNED BY MRS. GEO. SAWYER.  IT IS A
 NO0444'STANDARD DISK, STAMPED SAWYER 1933, THAT IS SET FLUSH IN THE TOP
 NO0444'OF A 4-INCH CAST-IRON PIPE WHICH IS FILLED WITH CONCRETE.  IT
 NO0444'PROJECTS ABOUT 4 INCHES.
 NO0444'
 NO0444'REFERENCE MARK NO. 1 IS 5 FEET LOWER THAN THE STATION.  IT IS
 NO0444'A STANDARD REFERENCE MARK DISK, STAMPED SAWYER NO 1 1933, THAT
 NO0444'IS SET IN THE TOP OF A 4-INCH CAST-IRON PIPE WHICH IS FILLED WITH
 NO0444'CONCRETE.  IT PROJECTS ABOUT 10 INCHES.
 NO0444'
 NO0444'REFERENCE MARK NO. 2 IS 7 FEET LOWER THAN THE STATION.  IT IS A
 NO0444'STANDARD REFERENCE MARK DISK, STAMPED SAWYER NO 2 1949, THAT
 NO0444'IS SET IN THE TOP OF A 4-INCH CAST-IRON PIPE WHICH IS FILLED WITH
 NO0444'CONCRETE.  IT PROJECTS ABOUT 10 INCHES.
 NO0444'
 NO0444'THE AZIMUTH MARK (REFERENCE MARK NO. 3) IS LOCATED ON THE HIGHEST
 NO0444'POINT OF A SAND KNOLL THAT IS ABOUT 0.3 MILE WEST OF THE STATION
 NO0444'AND ABOUT 75 FEET LOWER.  IT IS WITNESSED BY A REFERENCE POST
 NO0444'THAT PROJECTS 2 FEET.  IT IS A STANDARD REFERENCE MARK DISK THAT
 NO0444'IS STAMPED SAWYER NO 3 1933 AND PROJECTS ABOUT 4 INCHES.
 NO0444'
 NO0444'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND 83
 NO0444'AT THE SOUTH END OF MAIN STREET IN VALENTINE, GO WEST ON U.S.
 NO0444'HIGHWAY 20 FOR 0.1 MILE TO A GRAVELED T-ROAD ON THE LEFT, TURN
 NO0444'LEFT AND GO SOUTH FOR 0.45 MILE.  THENCE BEAR RIGHT AND GO SOUTH
 NO0444'WEST ON AN OILED ROAD FOR 3.6 MILES TO END OF THE SURFACED
 NO0444'ROAD, CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 1.5 MILES
 NO0444'TO FORKS, TAKE RIGHT FORK AND CONTINUE SOUTHWESTERLY FOR 2.4
 NO0444'MILES TO A RANCH ON THE LEFT, CONTINUE WEST ALONG THE NORTH
 NO0444'SIDE OF THE RIVER FOR 1.35 MILES TO A BRIDGE ON THE LEFT, TURN
 NO0444'LEFT ACROSS BRIDGE, TAKING RIGHT FORK AT SOUTH END, AND
 NO0444'CONTINUE ON MAIN TRACK ROAD FOR 5.0 MILES TO A FORK AT A
 NO0444'LARGE MAILBOX, TAKE LEFT FORK FOR 1.15 MILES TO A RANCH HOUSE
 NO0444'ON THE LEFT, CONTINUE ON TRACK ROAD BETWEEN HOUSE AND
 NO0444'GARAGE, TAKING RIGHT FORK JUST WEST OF THE HOUSE, FOR 2.1 MILES
 NO0444'TO A CATTLE GUARD, CONTINUE AS PER SIGN SNAKE FALLS FOR 1.1
 NO0444'MILES TO A RANCH HOUSE ON THE LEFT, CONTINUE SOUTHWEST FOR
 NO0444'0.25 MILE TO THE BURGE SCHOOLHOUSE ON THE LEFT, CONTINUE
 NO0444'SOUTHERLY ON MAIN ROAD FOR 4.4 MILES TO A WIRE GATE ON THE
 NO0444'RIGHT AND DRIVEWAY LEADING WEST TO THE SAWYER RANCH, CONTINUE
 NO0444'SOUTH ON TRACK ROAD FOR 0.25 MILE TO A CATTLE GUARD ON THE
 NO0444'RIGHT, TURN RIGHT ACROSS ACROSS THE CATTLE GUARD, THEN TURN
 NO0444'LEFT AND CONTINUE SOUTH ON TRACK ROAD FOR 1.05 MILES TO A CATTLE
 NO0444'GUARD, CONTINUE ON TRACK ROAD FOR 0.15 MILE TO A WIRE GATE,
 NO0444'PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.35 MILE
 NO0444'TO A CATTLE GUARD, CROSS THE CATTLE GUARD THEN TURN LEFT,
 NO0444'LEAVING TRACK ROAD, AND PICK ROAD SOUTHEASTERLY ACROSS SAND HILLS
 NO0444'FOR ABOUT 1.3 MILES TO THE HIGHEST POINT AND THE STATION AS
 NO0444'DESCRIBED.
 NO0444
 NO0444                          STATION RECOVERY (1959)
 NO0444
 NO0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 NO0444'THIS MARK IS REFERRED TO AS LAWYER 1933 IN THE PUBLISHED NOTES.
 NO0444'
 NO0444'REFERENCE MARK 1 WAS NOT FOUND.
 NO0444'
 NO0444'THE AZIMUTH MARK HAS BEEN BROKEN BELOW THE SURFACE BUT IS
 NO0444'STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1202 ***********************************************************************
 LH1202  DESIGNATION -  SAYLOR RESET
 LH1202  PID         -  LH1202
 LH1202  STATE/COUNTY-  NE/ADAMS
 LH1202  USGS QUAD   -  CAMPBELL (1969)
 LH1202
 LH1202                         *CURRENT SURVEY CONTROL
 LH1202  ___________________________________________________________________
 LH1202* NAD 83(1995)-  40 21 01.47183(N)    098 41 08.58579(W)     ADJUSTED  
 LH1202* NAVD 88     -       631.     (meters)    2070.     (feet)  SCALED    
 LH1202  ___________________________________________________________________
 LH1202  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 LH1202  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 LH1202
 LH1202  HORZ ORDER  -  THIRD
 LH1202
 LH1202.The horizontal coordinates were established by classical geodetic methods
 LH1202.and adjusted by the National Geodetic Survey in August 1997..
 LH1202
 LH1202.The orthometric height was scaled from a topographic map.
 LH1202
 LH1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1202
 LH1202.The geoid height was determined by GEOID03.
 LH1202
 LH1202;                    North         East     Units Scale Factor Converg.
 LH1202;SPC NE       -    58,260.603   611,635.866   MT  0.99985994   +0 52 15.5
 LH1202;UTM  14      - 4,466,697.747   526,689.385   MT  0.99960877   +0 12 12.6
 LH1202
 LH1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1202!SPC NE       -   0.99990499  x   0.99985994  =   0.99976494
 LH1202!UTM  14      -   0.99990499  x   0.99960877  =   0.99951379
 LH1202
 LH1202|---------------------------------------------------------------------|
 LH1202| PID    Reference Object                     Distance      Geod. Az  |
 LH1202|                                                           dddmmss.s |
 LH1202| CN9713 SAYLOR RM 1                          14.193 METERS 08649     |
 LH1202| CN9716 SAYLOR RM 4                          34.857 METERS 08728     |
 LH1202| LH1206 SAYLOR AZ MK 2                      455.863 METERS 0921301.7 |
 LH1202| CN9712 SAYLOR AZ MK                                       0922054.9 |
 LH1202| LH1199 BLADEN MUNICIPAL TANK               APPROX. 8.2 KM 1133121.4 |
 LH1202| CN9714 SAYLOR RM 2                          17.198 METERS 17548     |
 LH1202| CN9715 SAYLOR RM 3                          17.508 METERS 18342     |
 LH1202| LH1203 CAMPBELL MUNICIPAL STANDPIPE        APPROX. 7.2 KM 2122803.0 |
 LH1202|---------------------------------------------------------------------|
 LH1202
 LH1202                          SUPERSEDED SURVEY CONTROL
 LH1202
 LH1202  NAD 83(1986)-  40 21 01.47814(N)    098 41 08.58537(W) AD(       ) 3
 LH1202  NAD 27      -  40 21 01.42300(N)    098 41 07.33400(W) AD(       ) 3
 LH1202
 LH1202.Superseded values are not recommended for survey control.
 LH1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1202.See file dsdata.txt to determine how the superseded data were derived.
 LH1202
 LH1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK2668966698(NAD 83)
 LH1202_MARKER: DS = TRIANGULATION STATION DISK
 LH1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1202_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LH1202
 LH1202  HISTORY     - Date     Condition        Report By
 LH1202  HISTORY     - 1951     MONUMENTED       CGS
 LH1202  HISTORY     - 1980     GOOD             NGS
 LH1202
 LH1202                          STATION DESCRIPTION
 LH1202
 LH1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1202'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHEAST OF CAMPBELL AND
 LH1202'ABOUT 5.0 MILES NORTHWEST OF BLADEN ON THE ROAD RIGHT-OF-WAY,
 LH1202'87 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 31 FEET
 LH1202'NORTH OF THE CENTER OF AN EAST-WEST ROAD, 5 FEET SOUTHWEST OF
 LH1202'A WITNESS POST AND 4 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT
 LH1202'IS STAMPED SAYLOR 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LH1202'
 LH1202'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 31 FEET
 LH1202'NORTH OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT SOUTH
 LH1202'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED SAYLOR NO 1 1951 AND
 LH1202'PROJECTS 2 INCHES.
 LH1202'
 LH1202'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 28 FEET SOUTH
 LH1202'OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT NORTH OF AN
 LH1202'EAST-WEST FENCE LINE.  IT IS STAMPED SAYLOR NO 2 1951 AND
 LH1202'PROJECTS 2 INCHES.
 LH1202'
 LH1202'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 72.40 FEET.
 LH1202'
 LH1202'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 28 FEET SOUTH
 LH1202'OF THE CENTER OF AN EAST-WEST ROAD, 2 FEET NORTH OF AN EAST-WEST
 LH1202'FENCE LINE AND 1 FOOT NORTHWEST OF A TELEPHONE POLE.  IT IS
 LH1202'STAMPED SAYLOR 1951 AND PROJECTS 3 INCHES.
 LH1202'
 LH1202'TO REACH THE STATION FROM THE POST OFFICE IN CAMPBELL, GO NORTH
 LH1202'FOR 0.55 MILE TO A T INTERSECTION, TURN RIGHT AND GO EAST
 LH1202'FOR 0.3 MILE TO A T INTERSECTION.  TURN LEFT AND GO NORTH ON
 LH1202'GRAVELED ROAD FOR 3.0 MILES TO A CROSSROAD, TURN RIGHT AND GO
 LH1202'EAST ON DIRT ROAD FOR 2.15 MILES TO STATION ON LEFT AS DESCRIBED.
 LH1202'(CONTINUE EAST ON DIRT ROAD FOR 0.25 MILE TO AZIMUTH MARK ON
 LH1202'RIGHT AS DESCRIBED.)
 LH1202
 LH1202                          STATION RECOVERY (1980)
 LH1202
 LH1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LH1202'UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION ABOUT 14 INCHES
 LH1202'BELOW THE GROUND SURFACE.  REFERENCE MARK 1 WAS NOT FOUND, REFERENCE
 LH1202'MARK 2 WAS RECOVERED IN POOR CONDITION AND THE AZIMUTH MARK WAS
 LH1202'FOUND LOOSE IN THE GROUND AND TURNED ABOUT 90 DEGREES.  THE
 LH1202'UNDERGROUND MARK WAS LOWERED TO 42 INCHES BELOW THE SURFACE, A NEW
 LH1202'SURFACE MARK WAS SET AND REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH
 LH1202'MARK WERE ESTABLISHED.  THE DISK WAS SALVAGED FROM THE OLD AZIMUTH
 LH1202'MARK.  THE DISTANCE TO REFERENCE MARK 2 WAS 0.007 METER SHORTER THAN
 LH1202'1951 DATA AND THE DIRECTION TO THE MARK WAS 10 MINUTES, 50 SECONDS
 LH1202'LARGER THAN 1951 DATA.  THE DIRECTION TO THE CAMPBELL MUNICIPAL
 LH1202'STANDPIPE WAS 9.9 SECONDS LARGER THAN 1951 DATA.  A NEW DESCRIPTION
 LH1202'FOLLOWS.
 LH1202'
 LH1202'STATION IS ABOUT 5 MILES NORTHEAST OF CAMPBELL, 5 MILES NORTHWEST
 LH1202'OF BLADEN AND ON ROAD RIGHT-OF-WAY, ADJACENT TO PROPERTY OWNED BY RON
 LH1202'SAYLOR, RURAL ROUTE 1, CAMPBELL, TELEPHONE 402, 756 1175.
 LH1202'
 LH1202'TO REACH THE STATION FROM THE POST OFFICE IN CAMPBELL, GO NORTH ON
 LH1202'MAIN STREET FOR 0.55 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST FOR
 LH1202'0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRADED
 LH1202'ROAD FOR 3.15 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A
 LH1202'GRADED ROAD FOR 2.25 MILES TO A SIDE ROAD LEFT AND THE STATION ON THE
 LH1202'LEFT, IN THE NORTHEAST QUADRANT OF THE INTERSECTION AT 4 LARGE GRAIN
 LH1202'STORAGE BINS.
 LH1202'
 LH1202'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST FOR
 LH1202'0.3 MILE TO THE MARK ON THE RIGHT.
 LH1202'
 LH1202'STATION MARKS ARE STANDARD DISKS, STAMPED---SAYLOR 1951 1980.  THE
 LH1202'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 LH1202'FLUSH.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 LH1202'42 INCHES BELOW THE GROUND SURFACE.  THE MARKS ARE 116.2 FEET WEST
 LH1202'OF A POWERLINE POLE WITH A TRANSFORMER, 90.0 FEET EAST OF THE
 LH1202'CENTERLINE OF A ROAD, 58.0 FEET NORTH OF A WITNESS POST, 29.2 FEET
 LH1202'SOUTH-SOUTHWEST OF THE SOUTHWEST GUY POLE FOR A GRAIN ELEVATOR AND
 LH1202'29.0 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 LH1202'
 LH1202'REFERENCE MARK 2 IS A STANDARD DISK, IT IS DAMAGED, STAMPED---SAYLOR
 LH1202'NO 2 1951--- SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 LH1202'2 INCHES AND HAS ITS NORTHWEST CORNER BROKEN OFF.  IT IS 28.0 FEET
 LH1202'SOUTH OF THE CENTERLINE OF THE ROAD, 9.5 FEET EAST OF THE WITNESS
 LH1202'POST AND 1.5 FEET NORTH OF A FENCE.
 LH1202'
 LH1202'REFERENCE MARK 3 IS A CAST ALUMINUM MARKED, STAMPED---SAYLOR 1951
 LH1202'NO 3 1980--- IMBEDDED FLUSH WITH THE GROUND AND SURROUNDED BY
 LH1202'CONCRETE.  IT IS 134.2 FEET SOUTHWEST OF THE POWERLINE POLE, 29.0
 LH1202'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET EAST OF THE
 LH1202'WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 LH1202'
 LH1202'REFERENCE MARK 4 IS A CAST ALUMINUM MARKER, STAMPED---SAYLOR 1951
 LH1202'NO 4 1980--- IMBEDDED FLUSH WITH THE GROUND AND SURROUNDED BY
 LH1202'CONCRETE.  IT IS 33.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 25.8
 LH1202'FEET SOUTHEAST OF THE SOUTHEAST GUYPOLE FOR THE GRAIN ELEVATOR AND 1.8
 LH1202'FEET WEST OF THE POWERLINE POLE WITH THE TRANSFORMER.
 LH1202'
 LH1202'AZIMUTH MARK IS A STANDARD DISK, STAMPED---SAYLOR 1951 1980--- SET
 LH1202'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 LH1202'29.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET NORTHWEST OF
 LH1202'A TELEPHONE LINE POLE, 2.0 FEET EAST OF A WITNESS POST AND 1 FOOT
 LH1202'NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4176 ***********************************************************************
 AB4176  SACS        -  This is a Secondary Airport Control Station.
 AB4176  DESIGNATION -  SCB A
 AB4176  PID         -  AB4176
 AB4176  STATE/COUNTY-  NE/DODGE
 AB4176  USGS QUAD   -  HOOPER (1966)
 AB4176
 AB4176                         *CURRENT SURVEY CONTROL
 AB4176  ___________________________________________________________________
 AB4176* NAD 83(1995)-  41 36 26.22407(N)    096 37 28.42066(W)     ADJUSTED  
 AB4176* NAVD 88     -       400.70   (meters)    1314.6    (feet)  GPS OBS   
 AB4176  ___________________________________________________________________
 AB4176  X           -    -551,014.438 (meters)                     COMP
 AB4176  Y           -  -4,744,464.501 (meters)                     COMP
 AB4176  Z           -   4,213,337.732 (meters)                     COMP
 AB4176  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 AB4176  ELLIP HEIGHT-         374.51  (meters)          (01/16/02) GPS OBS
 AB4176  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AB4176
 AB4176  HORZ ORDER  -  FIRST
 AB4176  ELLP ORDER  -  FOURTH    CLASS I
 AB4176
 AB4176.This mark is at Scribner State Airport (SCB)
 AB4176
 AB4176.The horizontal coordinates were established by GPS observations
 AB4176.and adjusted by the National Geodetic Survey in September 1998..
 AB4176
 AB4176.The orthometric height was determined by GPS observations and a
 AB4176.high-resolution geoid model.
 AB4176
 AB4176.GPS derived orthometric heights for airport stations designated as
 AB4176.PACS or SACS are published to 2 decimal places.  This maintains
 AB4176.centimeter relative accuracy between the PACS and SACS.  It does
 AB4176.not indicate centimeter accuracy relative to other marks which are
 AB4176.part of the NAVD 88 network.
 AB4176
 AB4176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4176
 AB4176.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4176
 AB4176.The ellipsoidal height was determined by GPS observations
 AB4176.and is referenced to NAD 83.
 AB4176
 AB4176.The geoid height was determined by GEOID03.
 AB4176
 AB4176;                    North         East     Units Scale Factor Converg.
 AB4176;SPC NE       -   202,443.452   781,203.496   MT  0.99966016   +2 14 12.8
 AB4176;UTM  14      - 4,608,900.422   697,939.946   MT  1.00008218   +1 34 40.3
 AB4176
 AB4176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4176!SPC NE       -   0.99994126  x   0.99966016  =   0.99960144
 AB4176!UTM  14      -   0.99994126  x   1.00008218  =   1.00002344
 AB4176
 AB4176:                Primary Azimuth Mark                     Grid Az
 AB4176:SPC NE       -  SCB B                                    002 06 16.5
 AB4176:UTM  14      -  SCB B                                    002 45 49.0
 AB4176
 AB4176|---------------------------------------------------------------------|
 AB4176| PID    Reference Object                     Distance      Geod. Az  |
 AB4176|                                                           dddmmss.s |
 AB4176| AB4099 SCB B                               APPROX. 0.5 KM 0042029.3 |
 AB4176|---------------------------------------------------------------------|
 AB4176
 AB4176                          SUPERSEDED SURVEY CONTROL
 AB4176
 AB4176  ELLIP H (09/17/98)  374.57   (m)                       GP(       ) 4 1
 AB4176
 AB4176.Superseded values are not recommended for survey control.
 AB4176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4176.See file dsdata.txt to determine how the superseded data were derived.
 AB4176
 AB4176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM9794008900(NAD 83)
 AB4176_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB4176_SP_SET: +14 FT DEEP STORM CATCHBASIN
 AB4176_STAMPING: SCB A 1995
 AB4176_MARK LOGO: NGS   
 AB4176_PROJECTION: FLUSH
 AB4176_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4176+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1997
 AB4176
 AB4176  HISTORY     - Date     Condition        Report By
 AB4176  HISTORY     - 1995     MONUMENTED       NGS
 AB4176  HISTORY     - 19970903 GOOD             NGS
 AB4176
 AB4176                          STATION DESCRIPTION
 AB4176
 AB4176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4176'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF HOOPER,
 AB4176'3.6 MI (5.8 KM) SOUTH-SOUTHEAST OF SCRIBNER AND AT THE SCRIBNER STATE
 AB4176'AIRFIELD (ALSO KNOWN AS SCRIBNER AIR BASE), IN A STORM SEWER DRAIN IN
 AB4176'WHAT IS NOW A CULTIVATED FIELD.  OWNERSHIP--STATE OF NEBRASKA,
 AB4176'SUPERVISOR STATE OWNED AIRFIELDS, PO BOX 82088, LINCOLN NE 68501.
 AB4176'AIRPORT MANAGER, LYLE JOHNSON, PHONE (402) 654-2723 OR SHOP NUMBER
 AB4176'(402) 654-2200.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB4176'HIGHWAY 275 AND STATE HIGHWAY 91 WEST (ABOUT 4.0 MI (6.4 KM) WEST OF
 AB4176'SNYDER), GO SOUTHEAST ON U.S. HIGHWAY 275 FOR 3.5 MI (5.6 KM) TO A
 AB4176'INTERSECTION AND STOP LIGHT IN SCRIBNER, CONTINUE AHEAD AND GO
 AB4176'SOUTHEAST ON U.S. HIGHWAY 275 FOR 3.7 MI (6.0 KM) TO A ROAD RIGHT
 AB4176'(JUST BEFORE MILE MARKER 134), TURN RIGHT AND GO WESTERLY FOLLOWING
 AB4176'GRAVEL ROAD UPHILL FOR 0.6 MI (1.0 KM) TO A T-JUNCTION, TURN LEFT AND
 AB4176'GO SOUTH ON A GRAVEL ROAD FOR 0.65 MI (1.05 KM) TO AN INTERSECTION,
 AB4176'TURN RIGHT AND GO WEST ON A PAVED ROAD (THROUGH AIR FORCE PROPERTY)
 AB4176'FOR 0.3 MI (0.5 KM) TO A ROAD RIGHT AND A GATE AHEAD, TURN RIGHT AND
 AB4176'GO NORTH ON A PAVED ROAD FOR 0.05 MI (0.08 KM) TO THE AIRPORT OFFICE
 AB4176'AHEAD AND A GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO WEST ON THE
 AB4176'APRON FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTH ON
 AB4176'THE PARALLEL TAXIWAY FOR 0.3 MI (0.5 KM) TO A CONNECTOR TAXIWAY
 AB4176'LEADING TO THE APPROACH END OF RUNWAY 35 ON THE RIGHT, CONTINUE AHEAD
 AB4176'AND GO SOUTH ON THE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE STATION ON
 AB4176'RIGHT.  THE STATION IS SET IN THE SOUTHEAST CORNER OF A 7 FT (2.1 M) X
 AB4176'4 FT (1.2 M) X 14 FT (4.3 M) STORM SEWER DRAIN, 207.0 FT (63.1 M)
 AB4176'SOUTH OF THE CONNECTOR TAXIWAY CENTER, 172.0 FT (52.4 M) WEST OF THE
 AB4176'WEST EDGE OF A CONCRETE TAXIWAY, 65.0 FT (19.8 M) SOUTH OF A WITNESS
 AB4176'POST AND METAL T-POST, 48.5 FT (14.8 M) NORTH OF A WITNESS POST AND
 AB4176'METAL T-POST, 28.6 FT (8.7 M) EAST OF A WITNESS POST AND METAL T-POST
 AB4176'AND 22.5 FT (6.9 M) WEST OF A WITNESS POST AND A METAL T-POST.  THIS
 AB4176'STATION TO BE USED AS SACS.
 AB4176
 AB4176                          STATION RECOVERY (1997)
 AB4176
 AB4176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4176'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) NORTH-NORTHWEST OF
 AB4176'HOOPER, 6 KM (3.70 MI) SOUTH-SOUTHEAST OF SCRIBNER AT THE SCRIBNER
 AB4176'STATE AIRFIELD (FORMERLY THE SCRIBNER AIR BASE) IN A STORM SEWER
 AB4176'CATCHBASIN IN A CULTIVATED FIELD.  WARNING OF DIFFICULT ACCESS AND NO
 AB4176'INTERVISIBILITY TO OTHER STATIONS DURING SUMMER MONTHS, BUT NO
 AB4176'SATELLITE OBSTRUCTIONS.  OWNERSHIP--STATE OF NEBRASKA, SUPERVISOR
 AB4176'STATE OWNED AIRFIELDS, PO BOX 82088, LINCOLN, NE 68501, PHONE (402)
 AB4176'471-2371.  AIRPORT MANAGER IS LYLE JOHNSON, HOME PHONE (402) 654-2723
 AB4176'OR SHOP PHONE (402) 654-2200. TO REACH THE STATION FROM THE JUNCTION
 AB4176'OF U.S.  HIGHWAY 275 AND STATE HIGHWAY 91 WEST, WHICH IS ABOUT 4.0 MI
 AB4176'(6.4 KM) WEST OF SNYDER, GO SOUTHEAST ON U.S.  HIGHWAY 275 FOR 3.5 MI
 AB4176'(5.6 KM) TO A INTESECTION AND STOP LIGHT IN SCRIBNER, CONTINUE AHEAD
 AB4176'AND GO SOUTHEAST ON U.S. HIGHWAY 275 FOR 3.7 MI (6.0 KM) TO A ROAD
 AB4176'RIGHT JUST BEFORE MILE MARKER 134.  TURN RIGHT AND GO WESTERLY
 AB4176'FOLLOWING GRAVEL ROAD UPHILL FOR 1.0 KM (0.60 MI) (0.6 MI TO A
 AB4176'T-JUNCTION.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 1.05 KM (0.65
 AB4176'MI) TO A INTERSECTION.  TURN RIGHT AND GO WEST ON A PAVED ROAD
 AB4176'(THROUGH AIR FORCE PROPERTY) FOR 0.5 KM (0.30 MI) TO A GATE AHEAD AND
 AB4176'A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.05
 AB4176'MI (0.08 KM) TO THE AIRPORT OFFICE AHEAD AND A GATE LEFT.  TURN LEFT,
 AB4176'PASS THROUGH GATE AND GO WEST ON THE APRON FOR 0.05 MI (0.08 KM) TO A
 AB4176'TAXIWAY.  TURN LEFT AND GO SOUTH ON THE PARALLEL TAXIWAY FOR 0.5 KM
 AB4176'(0.30 MI) TO A CONNECTOR TAXIWAY LEADING TO THE APPROACH END OF RUNWAY
 AB4176'35 ON THE RIGHT, CONTINUE AHEAD AND GO SOUTH ON THE TAXIWAY FOR 0.08
 AB4176'KM (0.05 MI) TO THE STATION ON THE RIGHT. THE STATION IS SET INTO THE
 AB4176'SOUTHEAST CORNER OF A 7 FT (2.1 M) X 4 FT (1.2 M) STORM SEWER
 AB4176'CATCHBASIN, 63.1 M (207.0 FT) SOUTH OF THE CONNECTOR TAXIWAY CENTER,
 AB4176'52.4 M (171.9 FT) WEST OF THE WEST EDGE OF THE CONCRETE PARALLEL
 AB4176'TAXIWAY, 19.8 M (65.0 FT) SOUTH OF A METAL FENCE POST, 14.8 M (48.6
 AB4176'FT) NORTH OF A METAL FENCE POST, 8.7 M (28.5 FT) EAST OF A METAL FENCE
 AB4176'POST AND 6.9 M (22.6 FT) WEST OF A METAL FENCE POST.  DRL,WCW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4099 ***********************************************************************
 AB4099  CBN         -  This is a Cooperative Base Network Control Station.
 AB4099  PACS        -  This is a Primary Airport Control Station.
 AB4099  DESIGNATION -  SCB B
 AB4099  PID         -  AB4099
 AB4099  STATE/COUNTY-  NE/DODGE
 AB4099  USGS QUAD   -  HOOPER (1966)
 AB4099
 AB4099                         *CURRENT SURVEY CONTROL
 AB4099  ___________________________________________________________________
 AB4099* NAD 83(1995)-  41 36 43.95121(N)    096 37 26.62737(W)     ADJUSTED  
 AB4099* NAVD 88     -       400.77   (meters)    1314.9    (feet)  GPS OBS   
 AB4099  ___________________________________________________________________
 AB4099  X           -    -550,931.300 (meters)                     COMP
 AB4099  Y           -  -4,744,108.584 (meters)                     COMP
 AB4099  Z           -   4,213,746.733 (meters)                     COMP
 AB4099  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 AB4099  ELLIP HEIGHT-         374.60  (meters)          (07/10/01) GPS OBS
 AB4099  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AB4099
 AB4099  HORZ ORDER  -  B
 AB4099  ELLP ORDER  -  FOURTH    CLASS I
 AB4099
 AB4099.This mark is at Scribner State Airport (SCB)
 AB4099
 AB4099.The horizontal coordinates were established by GPS observations
 AB4099.and adjusted by the National Geodetic Survey in June 1996..
 AB4099
 AB4099.The orthometric height was determined by GPS observations and a
 AB4099.high-resolution geoid model.
 AB4099
 AB4099.GPS derived orthometric heights for airport stations designated as
 AB4099.PACS or SACS are published to 2 decimal places.  This maintains
 AB4099.centimeter relative accuracy between the PACS and SACS.  It does
 AB4099.not indicate centimeter accuracy relative to other marks which are
 AB4099.part of the NAVD 88 network.
 AB4099
 AB4099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4099
 AB4099.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4099
 AB4099.The ellipsoidal height was determined by GPS observations
 AB4099.and is referenced to NAD 83.
 AB4099
 AB4099.The geoid height was determined by GEOID03.
 AB4099
 AB4099;                    North         East     Units Scale Factor Converg.
 AB4099;SPC NE       -   202,991.381   781,223.631   MT  0.99966031   +2 14 14.0
 AB4099;UTM  14      - 4,609,448.313   697,966.393   MT  1.00008230   +1 34 42.0
 AB4099
 AB4099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4099!SPC NE       -   0.99994125  x   0.99966031  =   0.99960158
 AB4099!UTM  14      -   0.99994125  x   1.00008230  =   1.00002354
 AB4099
 AB4099:                Primary Azimuth Mark                     Grid Az
 AB4099:SPC NE       -  SCB A                                    182 06 16.5
 AB4099:UTM  14      -  SCB A                                    182 45 48.5
 AB4099
 AB4099|---------------------------------------------------------------------|
 AB4099| PID    Reference Object                     Distance      Geod. Az  |
 AB4099|                                                           dddmmss.s |
 AB4099| AB4176 SCB A                               APPROX. 0.5 KM 1842030.5 |
 AB4099|---------------------------------------------------------------------|
 AB4099
 AB4099                          SUPERSEDED SURVEY CONTROL
 AB4099
 AB4099  ELLIP H (06/25/96)  374.66   (m)                       GP(       ) 1 1
 AB4099
 AB4099.Superseded values are not recommended for survey control.
 AB4099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4099.See file dsdata.txt to determine how the superseded data were derived.
 AB4099
 AB4099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM9796609448(NAD 83)
 AB4099_MARKER: I = METAL ROD
 AB4099_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4099_STAMPING: SCB B 1995
 AB4099_MARK LOGO: NGS   
 AB4099_PROJECTION: FLUSH
 AB4099_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4099+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000
 AB4099_ROD/PIPE-DEPTH: 9.8  meters
 AB4099_SLEEVE-DEPTH  : 1 meters
 AB4099
 AB4099  HISTORY     - Date     Condition        Report By
 AB4099  HISTORY     - 1995     MONUMENTED       NGS
 AB4099  HISTORY     - 19970903 GOOD             NGS
 AB4099  HISTORY     - 20000612 GOOD             NEDR
 AB4099
 AB4099                          STATION DESCRIPTION
 AB4099
 AB4099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4099'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF HOOPER,
 AB4099'3.6 MI (5.8 KM) SOUTH-SOUTHEAST OF SCRIBNER AND AT THE SCRIBNER STATE
 AB4099'AIRFIELD (ALSO KNOWN AS SCRIBNER AIR BASE) IN A GRASS STRIP BETWEEN
 AB4099'THE APRON-TAXIWAY AND A CULTIVATED FIELD.  OWNERSHIP--STATE OF
 AB4099'NEBRASKA, SUPERVISOR STATE OWNED AIRFIELDS, PO BOX 82088, LINCOLN, NE
 AB4099'68501.  AIRPORT MANAGER, LYLE JOHNSON, PHONE (402) 654-2723 OR SHOP
 AB4099'NUMBER (402) 654-2200.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB4099'HIGHWAY 275 AND STATE HIGHWAY 91 WEST (ABOUT 4.0 MI (6.4 KM) WEST OF
 AB4099'SNYDER), GO SOUTHEAST ON U.S. HIGHWAY 275 FOR 3.5 MI (5.6 KM) TO AN
 AB4099'INTERSECTION AND STOP LIGHT IN SCRIBNER, CONTINUE AHEAD AND GO
 AB4099'SOUTHEAST ON U.S. HIGHWAY 275 FOR 3.7 MI (6.0 KM) TO A ROAD RIGHT
 AB4099'(JUST BEFORE MILE MARKER 134), TURN RIGHT AND GO WESTERLY FOLLOWING
 AB4099'GRAVEL ROAD UPHILL FOR 0.6 MI (1.0 KM) TO A T-JUNCTION, TURN LEFT AND
 AB4099'GO SOUTH ON A GRAVEL ROAD FOR 0.65 MI (1.05 KM) TO A INTERSECTION,
 AB4099'TURN RIGHT AND GO WEST ON A PAVED ROAD (THROUGH AIR FORCE PROPERTY)
 AB4099'FOR 0.3 MI (0.5 KM) TO A ROAD RIGHT AND A GATE AHEAD, TURN RIGHT AND
 AB4099'GO NORTH ON A PAVED ROAD FOR 0.05 MI (0.08 KM) TO THE AIRPORT OFFICE
 AB4099'AHEAD AND A GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO WEST ON THE
 AB4099'APRON FOR 0.05 MI (0.08 KM) TO THE WEST EDGE OF THE APRON-TAXIWAY
 AB4099'PAVEMENT AND THE STATION JUST AHEAD.  THE STATION IS 40.2 FT (12.3 M)
 AB4099'WEST OF PARALLEL TAXIWAY CENTER, 14.8 FT (4.5 M) WEST OF THE WEST EDGE
 AB4099'OF THE PAVEMENT, 29.4 FT (9.0 M) NORTH-NORTHWEST OF A REFLECTIVE
 AB4099'TAXIWAY MARKER AND 8.5 FT (2.6 M) EAST OF A WITNESS POST AT THE EDGE
 AB4099'OF A CULTIVATED FIELD.  NOTE--THIS STATION WAS USED AS AN AREA
 AB4099'NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION.
 AB4099
 AB4099                          STATION RECOVERY (1997)
 AB4099
 AB4099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB4099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 03SEP1997 (WCW) .  RECOVERED
 AB4099'AS DESCRIBED.
 AB4099
 AB4099                          STATION RECOVERY (2000)
 AB4099
 AB4099'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4099'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4177 ***********************************************************************
 AB4177  SACS        -  This is a Secondary Airport Control Station.
 AB4177  DESIGNATION -  SCB C
 AB4177  PID         -  AB4177
 AB4177  STATE/COUNTY-  NE/DODGE
 AB4177  USGS QUAD   -  HOOPER (1966)
 AB4177
 AB4177                         *CURRENT SURVEY CONTROL
 AB4177  ___________________________________________________________________
 AB4177* NAD 83(1995)-  41 37 05.29203(N)    096 37 29.02824(W)     ADJUSTED  
 AB4177* NAVD 88     -       400.27   (meters)    1313.2    (feet)  GPS OBS   
 AB4177  ___________________________________________________________________
 AB4177  X           -    -550,936.031 (meters)                     COMP
 AB4177  Y           -  -4,743,667.450 (meters)                     COMP
 AB4177  Z           -   4,214,238.676 (meters)                     COMP
 AB4177  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 AB4177  ELLIP HEIGHT-         374.12  (meters)          (01/16/02) GPS OBS
 AB4177  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AB4177
 AB4177  HORZ ORDER  -  FIRST
 AB4177  ELLP ORDER  -  FOURTH    CLASS I
 AB4177
 AB4177.This mark is at Scribner State Airport (SCB)
 AB4177
 AB4177.The horizontal coordinates were established by GPS observations
 AB4177.and adjusted by the National Geodetic Survey in September 1998..
 AB4177
 AB4177.The orthometric height was determined by GPS observations and a
 AB4177.high-resolution geoid model.
 AB4177
 AB4177.GPS derived orthometric heights for airport stations designated as
 AB4177.PACS or SACS are published to 2 decimal places.  This maintains
 AB4177.centimeter relative accuracy between the PACS and SACS.  It does
 AB4177.not indicate centimeter accuracy relative to other marks which are
 AB4177.part of the NAVD 88 network.
 AB4177
 AB4177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4177
 AB4177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4177
 AB4177.The ellipsoidal height was determined by GPS observations
 AB4177.and is referenced to NAD 83.
 AB4177
 AB4177.The geoid height was determined by GEOID03.
 AB4177
 AB4177;                    North         East     Units Scale Factor Converg.
 AB4177;SPC NE       -   203,646.885   781,142.416   MT  0.99966051   +2 14 12.4
 AB4177;UTM  14      - 4,610,104.985   697,892.689   MT  1.00008194   +1 34 41.1
 AB4177
 AB4177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4177!SPC NE       -   0.99994132  x   0.99966051  =   0.99960185
 AB4177!UTM  14      -   0.99994132  x   1.00008194  =   1.00002326
 AB4177
 AB4177                          SUPERSEDED SURVEY CONTROL
 AB4177
 AB4177  ELLIP H (09/17/98)  374.18   (m)                       GP(       ) 4 1
 AB4177
 AB4177.Superseded values are not recommended for survey control.
 AB4177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4177.See file dsdata.txt to determine how the superseded data were derived.
 AB4177
 AB4177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM9789310105(NAD 83)
 AB4177_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4177_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB4177_SP_SET: +6 FT DEEP STORM SEWER DRAIN
 AB4177_STAMPING: SCB C 1995
 AB4177_MARK LOGO: NGS   
 AB4177_PROJECTION: FLUSH
 AB4177_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4177+STABILITY: SURFACE MOTION
 AB4177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4177+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1997
 AB4177
 AB4177  HISTORY     - Date     Condition        Report By
 AB4177  HISTORY     - 1995     MONUMENTED       NGS
 AB4177  HISTORY     - 19970903 GOOD             NGS
 AB4177
 AB4177                          STATION DESCRIPTION
 AB4177
 AB4177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AB4177'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF HOOPER,
 AB4177'3.6 MI (5.8 KM) SOUTH-SOUTHEAST OF SCRIBNER AND AT THE SCRIBNER STATE
 AB4177'AIRFIELD (ALSO KNOWN AS SCRIBNER AIR BASE), IN A STORM SEWER DRAIN IN
 AB4177'WHAT IS NOW A CULTIVATED FIELD.  OWNERSHIP--STATE OF NEBRASKA,
 AB4177'SUPERVISOR STATE OWNED AIRFIELDS, PO BOX 82088, LINCOLN NE 68501.
 AB4177'AIRPORT MANAGER, LYLE JOHNSON, PHONE (402) 654-2723 OR SHOP NUMBER
 AB4177'(402) 654-2200.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB4177'HIGHWAY 275 AND STATE HIGHWAY 91 WEST (ABOUT 4.0 MI (6.4 KM) WEST OF
 AB4177'SNYDER), GO SOUTHEAST ON U.S. HIGHWAY 275 FOR 3.5 MI (5.6 KM) TO A
 AB4177'INTERSECTION AND STOP LIGHT IN SCRIBNER, CONTINUE AHEAD AND GO
 AB4177'SOUTHEAST ON U.S. HIGHWAY 275 FOR 3.7 MI (6.0 KM) TO A ROAD RIGHT
 AB4177'(JUST BEFORE MILE MARKER 134), TURN RIGHT AND GO WESTERLY FOLLOWING
 AB4177'GRAVEL ROAD UPHILL FOR 0.6 MI (1.0 KM) TO A T-JUNCTION, TURN LEFT AND
 AB4177'GO SOUTH ON A GRAVEL ROAD FOR 0.65 MI (1.05 KM) TO AN INTERSECTION,
 AB4177'TURN RIGHT AND GO WEST ON A PAVED ROAD (THROUGH AIR FORCE PROPERTY)
 AB4177'FOR 0.3 MI (0.5 KM) TO A ROAD RIGHT AND A GATE AHEAD, TURN RIGHT AND
 AB4177'GO NORTH ON A PAVED ROAD FOR 0.05 MI (0.08 KM) TO THE AIRPORT OFFICE
 AB4177'AHEAD AND A GATE LEFT, TURN LEFT, PASS THROUGH GATE AND GO WEST ON THE
 AB4177'APRON FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN RIGHT AND GO NORTH ON
 AB4177'THE PARALLEL TAXIWAY FOR 0.4 MI (0.6 KM) TO THE STATION ON LEFT. THE
 AB4177'STATION IS SET INTO THE SOUTHEAST CORNER OF A 7 FT (2.1 M) X 4 FT (1.2
 AB4177'M) X 6 FT (1.8 M) STORM SEWER DRAIN, 407.0 FT (124.1 M) SOUTH OF THE
 AB4177'CONNECTOR TAXIWAY TO THE APPROACH END OF RUNWAY 17 CENTER, 173.0 FT
 AB4177'(52.7 M) WEST OF THE PARALLEL TAXIWAY CENTER, 53.3 FT (16.2 M) SOUTH
 AB4177'OF A T-POST, 46.8 FT (14.3 M) NORTH OF A METAL T-POST, 27.6 FT (8.4 M)
 AB4177'EAST-SOUTHEAST OF A METAL T-POST, 26.0 FT (7.9 M) WEST-SOUTHWEST OF A
 AB4177'T-POST AND 4.6 FT (1.4 M) EAST OF A WITNESS POST.  THIS STATION TO BE
 AB4177'USED AS SACS.
 AB4177
 AB4177                          STATION RECOVERY (1997)
 AB4177
 AB4177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB4177'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST NORTHWEST OF HOOPER,
 AB4177'3.6 MI (5.8 KM) SOUTH SOUTHEAST OF SCRIBNER AND AT THE SCRIBNER STATE
 AB4177'AIRFIELD (ALSO KNOWN AS SCRIBNER AIR BASE) IN A STORM SEWER DRAIN IN A
 AB4177'CULTIVATED FIELD.  WARNING OF DIFFICULT ACCESS AND POSSIBLY NO
 AB4177'INTERVISIBILITY WITH NEARBY STATIONS DURING SUMMER MONTHS, BUT NO
 AB4177'SATELLITE OBSTRUCTIONS.  OWNERSHIP--STATE OF NEBRASKA, SUPERVISOR
 AB4177'STATE OWNED AIRFIELDS, PO BOX 82088, LINCOLN, NE 68501, PHONE (402)
 AB4177'471-2371.  AIRPORT MANAGER IS LYLE JOHNSON, HOME PHONE (402) 654-2723
 AB4177'OR SHOP PHONE (402) 654-2200. TO REACH THE STATION FROM THE JUNCTION
 AB4177'OF U.S.  HIGHWAY 275 AND STATE HIGHWAY 91 WEST WHICH IS ABOUT 6.5 KM
 AB4177'(4.05 MI) WEST OF SNYDER, GO SOUTHEAST ON U.S.  HIGHWAY 275 FOR 5.6 KM
 AB4177'(3.45 MI) TO AN INTESECTION AND STOP LIGHT IN SCRIBNER.  CONTINUE
 AB4177'AHEAD AND GO SOUTHEAST ON U.S. HIGHWAY 275 FOR 6.0 KM (3.70 MI) TO A
 AB4177'GRAVEL ROAD ON RIGHT JUST BEFORE MILE MARKER 134.  TURN RIGHT AND GO
 AB4177'WESTERLY FOLLOWING GRAVEL ROAD UPHILL FOR 1.0 KM (0.60 MI) TO A
 AB4177'T-JUNCTION.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 1.05 KM (0.65
 AB4177'MI) TO AN INTERSECTION. TURN RIGHT AND GO WEST ON A PAVED ROAD
 AB4177'(THROUGH AIR FORCE PROPERTY) FOR 0.5 KM (0.30 MI) TO A GATE AHEAD AND
 AB4177'A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.08
 AB4177'KM (0.05 MI) TO THE AIRPORT OFFICE AHEAD AND A GATE LEFT.  TURN LEFT,
 AB4177'PASS THROUGH GATE AND GO WEST ON THE APRON FOR 0.05 MI (0.08 KM) TO A
 AB4177'TAXIWAY.  TURN RIGHT AND GO NORTH ON THE PARALLEL TAXIWAY FOR 0.6 KM
 AB4177'(0.35 MI) TO THE STATION ON LEFT. THE STATION IS COUNTERSUNK INTO THE
 AB4177'SOUTHEAST CORNER OF A 7 FT (2.1 M) BY 4 FT (1.2 M) STORM SEWER
 AB4177'CATCHBASIN, 124.1 M (407.2 FT) SOUTH OF THE CONNECTOR TAXIWAY CENTER
 AB4177'WHICH LEADS TO RUNWAY APPROACH 17, 52.7 M (172.9 FT) WEST OF THE
 AB4177'PARALLEL TAXIWAY CENTER, 53.3 FT (16.2 M) SOUTH OF A METAL FENCE POST,
 AB4177'46.8 FT (14.3 M) NORTH OF A METAL FENCE POST, 27.6 FT (8.4 M)
 AB4177'EAST-SOUTHEAST OF A METAL T-POST, 26.0 FT (7.9 M) WEST-SOUTHWEST OF A
 AB4177'METAL FENCE POST.  DRL,WCW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0686 ***********************************************************************
 NN0686  DESIGNATION -  SCHAFFER
 NN0686  PID         -  NN0686
 NN0686  STATE/COUNTY-  NE/HOLT
 NN0686  USGS QUAD   -  EMMET SE (1986)
 NN0686
 NN0686                         *CURRENT SURVEY CONTROL
 NN0686  ___________________________________________________________________
 NN0686* NAD 83(1995)-  42 19 49.80483(N)    098 49 17.98379(W)     ADJUSTED  
 NN0686* NAVD 88     -       666.     (meters)    2185.     (feet)  SCALED    
 NN0686  ___________________________________________________________________
 NN0686  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 NN0686  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 NN0686
 NN0686  HORZ ORDER  -  SECOND
 NN0686
 NN0686.The horizontal coordinates were established by classical geodetic methods
 NN0686.and adjusted by the National Geodetic Survey in August 1997..
 NN0686
 NN0686.The orthometric height was scaled from a topographic map.
 NN0686
 NN0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0686
 NN0686.The geoid height was determined by GEOID03.
 NN0686
 NN0686;                    North         East     Units Scale Factor Converg.
 NN0686;SPC NE       -   277,920.518   597,093.282   MT  0.99976220   +0 46 51.2
 NN0686;UTM  14      - 4,686,487.869   514,692.845   MT  0.99960266   +0 07 12.3
 NN0686
 NN0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0686!SPC NE       -   0.99989928  x   0.99976220  =   0.99966150
 NN0686!UTM  14      -   0.99989928  x   0.99960266  =   0.99950198
 NN0686
 NN0686|---------------------------------------------------------------------|
 NN0686| PID    Reference Object                     Distance      Geod. Az  |
 NN0686|                                                           dddmmss.s |
 NN0686| CO4474 SCHAFFER RM 1                                      02848     |
 NN0686| CO4475 SCHAFFER RM 2                                      13643     |
 NN0686| CO4473 SCHAFFER AZ MK                                     3225210.3 |
 NN0686|---------------------------------------------------------------------|
 NN0686
 NN0686                          SUPERSEDED SURVEY CONTROL
 NN0686
 NN0686  NAD 83(1986)-  42 19 49.80967(N)    098 49 17.99131(W) AD(       ) 2
 NN0686  NAD 27      -  42 19 49.79600(N)    098 49 16.65500(W) AD(       ) 2
 NN0686
 NN0686.Superseded values are not recommended for survey control.
 NN0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0686.See file dsdata.txt to determine how the superseded data were derived.
 NN0686
 NN0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM1469386488(NAD 83)
 NN0686_MARKER: DS = TRIANGULATION STATION DISK
 NN0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0686
 NN0686  HISTORY     - Date     Condition        Report By
 NN0686  HISTORY     - 1949     MONUMENTED       CGS
 NN0686
 NN0686                          STATION DESCRIPTION
 NN0686
 NN0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0686'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTH AND 1/2 MILE WEST
 NN0686'OF EMMET AND ABOUT 6-1/2 MILES NORTH AND 4-1/2 MILES EAST OF
 NN0686'AMELIA ON LAND OWNED BY MR. D.C. SCHAFFER.  IT IS ABOUT 3/4
 NN0686'MILE EAST-SOUTHEAST OF THE SCHAFFER RANCH HOUSE SET IN A BOWL
 NN0686'LIKE DEPRESSION ON THE HIGH POINT OF A PROMINENT SAND RIDGE.
 NN0686'IT IS 30 FEET WEST OF THE EAST RIM OF THE DEPRESSION, 29 FEET
 NN0686'EAST OF THE WEST RIM, 77 FEET SOUTH OF THE NORTH RIM AND 40
 NN0686'FEET NORTH OF THE SOUTH RIM.  IT IS STAMPED SCHAFFER 1949 AND
 NN0686'SET FLUSH WITH THE GROUND SURFACE.
 NN0686'
 NN0686'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET ON THE
 NN0686'HIGH POINT OF THE RIM AND ABOUT 2 FEET HIGHER IN ELEVATION
 NN0686'THAN STATION MARK.  IT IS STAMPED SCHAFFER NO 1 1949 AND
 NN0686'PROJECTS 4 INCHES.
 NN0686'
 NN0686'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, SET ON THE
 NN0686'HIGH POINT OF THE RIM AND ABOUT 4 FEET HIGHER IN ELEVATION
 NN0686'THAN STATION MARK.  IT IS STAMPED SCHAFFER NO 2 1949 AND PROJECTS
 NN0686'4 INCHES.
 NN0686'
 NN0686'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION,
 NN0686'1 FOOT SOUTH OF FENCE LINE, 1 FOOT SOUTHWEST OF WEST END OF GATE
 NN0686'INTO FIELD AND 2 FEET EAST OF WITNESS POST.  IT IS STAMPED
 NN0686'SCHAFFER 1949 AND PROJECTS 4 INCHES.
 NN0686'
 NN0686'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20,
 NN0686'275 AND 281 AT THE TRAFFIC LIGHT IN O NEILL, GO SOUTH ON U.S.
 NN0686'HIGHWAY 281 FOR 5.5 MILES TO CROSSROAD JUST SOUTH OF SIGN
 NN0686'INMAN 6 MI, TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD WEST,
 NN0686'SOUTH AND WEST FOR 5.9 MILES, CONTINUE WEST AND SOUTHWEST ON
 NN0686'RANCH ROAD FOR 0.9 MILES TO RANCH BUILDINGS, PASS TO THE SOUTH
 NN0686'OF RANCH HOUSE BETWEEN FENCE LINE AND CONTINUE WEST ON TRACK
 NN0686'ROAD FOR 0.2 MILE TO CATTLE GUARD, CONTINUE WEST AND SOUTHWEST
 NN0686'ON TRACK ROAD FOR 1.3 MILES TO WIRE GATE IN FENCE LINE, PASS
 NN0686'THROUGH GATE AND CONTINUE WEST AND SOUTHWEST ON TRACK ROAD
 NN0686'FOR 3.0 MILES TO GATE IN WIRE FENCE LINE ABOUT 3/4 MILE EAST
 NN0686'OF RANCH BUILDINGS AND AZIMUTH MARK AS DESCRIBED, PASS
 NN0686'THROUGH GATE AND CONTINUE SOUTH-SOUTHEAST ACROSS FIELD FOR
 NN0686'ABOUT 0.5 MILE, STATION IS ABOUT 0.1 MILE EAST OF THIS
 NN0686'POINT ON THE HIGH POINT OF THE HIGHEST SAND HILL, STATION CAN
 NN0686'BE DRIVEN TO BY PICKING WAY EAST ACROSS SAND HILLS FOR
 NN0686'ABOUT 0.1 MILE TO THE HIGHEST POINT AND STATION AS
 NN0686'DESCRIBED.
 NN0686'
 NN0686'A 74 FOOT SIGNAL AT STATION MILLS IS VISIBLE AT 4 FEET
 NN0686'
 NN0686'AN 87 FOOT SIGNAL AT STATION CHAMBERS IS VISIBLE AT 37 FEET
 NN0686'
 NN0686'A 74 FOOT SIGNAL AT STATION AMELIA IS VISIBLE AT 4 FEET
 NN0686'
 NN0686'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 4 FEET
 NN0686'
 NN0686'AN 87 FOOT SIGNAL AT STATION EMMETT IS VISIBLE AT 4 FEET
 NN0686'
 NN0686'A 74 FOOT SIGNAL AT STATION PORT IS VISIBLE AT 4 FEET
 NN0686'
 NN0686'AN 87 FOOT SIGNAL AT STATION ONEILL IS VISIBLE AT 4 FEET
 NN0686'
 NN0686'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0793 ***********************************************************************
 LG0793  DESIGNATION -  SCHERER
 LG0793  PID         -  LG0793
 LG0793  STATE/COUNTY-  NE/SEWARD
 LG0793  USGS QUAD   -  UTICA (1966)
 LG0793
 LG0793                         *CURRENT SURVEY CONTROL
 LG0793  ___________________________________________________________________
 LG0793* NAD 83(1995)-  40 56 22.30327(N)    097 17 31.91148(W)     ADJUSTED  
 LG0793* NAVD 88     -       486.     (meters)    1594.     (feet)  SCALED    
 LG0793  ___________________________________________________________________
 LG0793  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 LG0793  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 LG0793
 LG0793  HORZ ORDER  -  FIRST
 LG0793
 LG0793.The horizontal coordinates were established by classical geodetic methods
 LG0793.and adjusted by the National Geodetic Survey in August 1997..
 LG0793
 LG0793.The orthometric height was scaled from a topographic map.
 LG0793
 LG0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0793
 LG0793.The geoid height was determined by GEOID03.
 LG0793
 LG0793;                    North         East     Units Scale Factor Converg.
 LG0793;SPC NE       -   126,386.878   727,925.491   MT  0.99970711   +1 47 40.0
 LG0793;UTM  14      - 4,533,448.368   643,763.035   MT  0.99985438   +1 07 09.3
 LG0793
 LG0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0793!SPC NE       -   0.99992791  x   0.99970711  =   0.99963504
 LG0793!UTM  14      -   0.99992791  x   0.99985438  =   0.99978230
 LG0793
 LG0793|---------------------------------------------------------------------|
 LG0793| PID    Reference Object                     Distance      Geod. Az  |
 LG0793|                                                           dddmmss.s |
 LG0793| CN9722 SCHERER RM 1                         43.986 METERS 08527     |
 LG0793| CN9721 SCHERER AZ MK                                      1715637.2 |
 LG0793| CN9720 SCHERER AZ MK 2                                    1830612.6 |
 LG0793| CN9723 SCHERER RM 2                         46.231 METERS 20447     |
 LG0793| LG0806 WACO TANK                           APPROX.15.2 KM 2512726.1 |
 LG0793| MK1890 GRESHAM MUNICIPAL TANK              APPROX.13.5 KM 3162428.1 |
 LG0793| CN9724 SCHERER RM 3                         33.507 METERS 32719     |
 LG0793|---------------------------------------------------------------------|
 LG0793
 LG0793                          SUPERSEDED SURVEY CONTROL
 LG0793
 LG0793  NAD 83(1986)-  40 56 22.31211(N)    097 17 31.91221(W) AD(       ) 1
 LG0793  NAD 27      -  40 56 22.27000(N)    097 17 30.74500(W) AD(       ) 1
 LG0793
 LG0793.Superseded values are not recommended for survey control.
 LG0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0793.See file dsdata.txt to determine how the superseded data were derived.
 LG0793
 LG0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL4376333448(NAD 83)
 LG0793_MARKER: DS = TRIANGULATION STATION DISK
 LG0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0793_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG0793_STAMPING: SCHERER 1935
 LG0793_MARK LOGO: CGS   
 LG0793_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LG0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0793+STABILITY: SURFACE MOTION
 LG0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0793+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1997
 LG0793
 LG0793  HISTORY     - Date     Condition        Report By
 LG0793  HISTORY     - 1935     MONUMENTED       CGS
 LG0793  HISTORY     - 1950     GOOD             CGS
 LG0793  HISTORY     - 19971020 GOOD             NGS
 LG0793  HISTORY     - 19971023 GOOD             NEDR
 LG0793
 LG0793                          STATION DESCRIPTION
 LG0793
 LG0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0793'STATION IS ABOUT 3.5 MILES WEST AND 3 MILES NORTH OF TAMORA, 3
 LG0793'MILES EAST AND 3 MILES NORTH OF UTICA.  IN THE NORTHWEST QUARTER
 LG0793'SEC. 11, T. 11 N., R. 1 E.
 LG0793'
 LG0793'TO REACH FROM TAMORA (RAILROAD CROSSING JUST EAST OF DEPOT), GO
 LG0793'NORTH 0.5 MILE TO STATE HIGHWAY 2, THENCE LEFT (WEST) FOR 3.5
 LG0793'MILES, THENCE RIGHT (NORTH) ON DIRT ROAD FOR 2.6 MILES TO
 LG0793'T-ROAD LEADING TO FARMHOUSE ON RIGHT (EAST).  STATION IS IN THE
 LG0793'NORTHWEST CORNER OF A CULTIVATED FIELD, 33 FEET EAST AND 25 FEET
 LG0793'SOUTH OF JUNCTION OF DRIVEWAY TO FARMHOUSE AND SECTION-LINE
 LG0793'ROAD.  MARK PROJECTS 6 INCHES.
 LG0793'
 LG0793'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF DRIVEWAY, AND SOUTH OF
 LG0793'1-STORY WHITE FARMHOUSE, 1 FOOT NORTH OF EAST-WEST FENCE LINE,
 LG0793'AND PROJECTS 6 INCHES.
 LG0793'
 LG0793'REFERENCE MARK NO. 2 IS 33 FEET WEST OF CENTERLINE DIRT
 LG0793'SECTION-LINE ROAD, 160 FEET SOUTH OF JUNCTION OF DRIVEWAY TO
 LG0793'FARMHOUSE AND DIRT SECTON-LINE ROAD, 1 FOOT WEST OF NORTH-SOUTH
 LG0793'FENCE LINE, AND PROJECTS 6 INCHES.
 LG0793'
 LG0793'AZIMUTH MARK IS REACHED BY GOING 2.6 MILES SOUTH ALONG A DIRT
 LG0793'ROAD, THENCE LEFT (EAST) ALONG STATE HIGHWAY 2 FOR 0.35 MILE TO
 LG0793'MARK ON LEFT.  MARK IS 33 FEET NORTH OF CENTERLINE OF HIGHWAY,
 LG0793'2 FEET SOUTH OF EAST-WEST FENCE LINE, 4 FEET NORTH OF EDGE OF
 LG0793'DITCH, 10 FEET WEST OF CONCRETE GATEPOST, 25 FEET WEST OF
 LG0793'CENTERLINE OF DIM ROAD ACROSS DITCH, AND PROJECTS 6 INCHES,
 LG0793'
 LG0793'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LG0793
 LG0793                          STATION RECOVERY (1950)
 LG0793
 LG0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0793'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0793'TO BE IN GOOD CONDITION EXCEPT THE AZIMUTH MARK AND R.M. NO. 1.
 LG0793'A NEW AZIMUTH MARK AND R.M. NO. 3 WAS SET IN PLACE OF THOSE
 LG0793'DESTROYED.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 LG0793'
 LG0793'THE STATION IS LOCATED ABOUT 3 MILES EAST AND 2-3/4 MILES NORTH
 LG0793'OF THE SMALL TOWN OF UTICA, ON LAND OWNED BY MR. SCHERER.  IT IS
 LG0793'77 FEET SOUTHEAST OF A POWERLINE POLE, 36 FEET EAST OF THE
 LG0793'CENTERLINE OF A GRAVEL ROAD, 22 FEET SOUTH OF THE CENTERLINE OF A
 LG0793'DRIVEWAY AND 10 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK
 LG0793'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED SCHERER 1935
 LG0793'
 LG0793'REFERENCE MARK NO. 2 IS 29 FEET WEST OF THE CENTERLINE OF A
 LG0793'GRAVEL ROAD AND 2 FEET WEST OF A RIGHT-OF-WAY FENCELINE.  THE
 LG0793'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 LG0793'SCHERER NO 2 1935.
 LG0793'
 LG0793'REFERENCE MARK NO. 3 IS 47 FEET NORTH OF A POWERLINE POLE, 26
 LG0793'FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD AND 1 FOOT WEST OF
 LG0793'A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 LG0793'AND THE DISK IS STAMPED SCHERER NO 3 1950.
 LG0793'
 LG0793'AZIMUTH MARK IS 67 FEET NORTH NORTHEAST OF A POWERLINE POLE,
 LG0793'27 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 2 FEET NORTH OF
 LG0793'A WHITE WITNESS POST AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCELINE.
 LG0793'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LG0793'SCHERER 1950.
 LG0793'
 LG0793'TO REACH THE STATION FROM THE TEXACO SERVICE STATION ON U.S.
 LG0793'HIGHWAY 34 IN THE NORTH PART OF UTICA, GO EAST ON U.S. HIGHWAY 34
 LG0793'FOR 3.0 MILES TO A CROSSROADS.  TURN LEFT (NORTH) ON GRAVEL ROAD
 LG0793'AND GO 2.3 MILES TO AZIMUTH MARK ON WEST SIDE OF ROAD AS
 LG0793'DESCRIBED.  CONTINUE NORTH FOR 0.25 MILE TO DRIVEWAY AND STATION
 LG0793'AS DESCRIBED.
 LG0793'
 LG0793'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0793
 LG0793                          STATION RECOVERY (1997)
 LG0793
 LG0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JAO)
 LG0793'RECOVERED IN GOOD CONDITION, ABOUT 4.5 MI (7.2 KM) NORTHWEST OF
 LG0793'TAMORA, 4.25 MI (6.84 KM) NORTHEAST OF UTICA, ON THE EAST RIGHT-OF-WAY
 LG0793'OF 420TH STREET AND IN THE NW1/4, SEC11, T11N, R1E, ADJACENT TO THE
 LG0793'HOUSE OF THE BORCHER FAMILY.  TO REACH THE MARK FROM THE JUNCTION OF
 LG0793'U.S.  HIGHWAY 34, MCKELVIE ROAD, AND STATE ROAD 80F LINK, AT UTICA, GO
 LG0793'EAST ON HIGHWAY 34 AND MCKELVIE ROAD, FOR 3.0 MI (4.8 KM) TO A
 LG0793'CROSSROAD, 420TH STREET.  TURN LEFT AND GO NORTH ON 420TH STREET, A
 LG0793'GRAVELED ROAD, FOR 2.7 MI (4.3 KM) TO THE DRIVEWAY TO THE BORCHER
 LG0793'HOUSE AND THE MARK ON THE RIGHT.  THE DISK IS SET INTO THE TOP OF A
 LG0793'ROUND CONCRETE POST, THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 LG0793'IT IS 10.5 M (34.4 FT) EAST OF THE CENTERLINE OF 420TH STREET, 7.6 M
 LG0793'(24.9 FT) SOUTH OF THE CENTERLINE OF THE DRIVEWAY, AND 5.08 M (16.67
 LG0793'FT) NORTH-NORTHWEST OF A FENCE CORNER POST.  THE AZIMUTH MARK WAS
 LG0793'SEARCHED FOR BUT NOT FOUND.  THE REFERENCE MARKS WERE NOT SEARCHED
 LG0793'FOR.
 LG0793
 LG0793                          STATION RECOVERY (1997)
 LG0793
 LG0793'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1997 (TWR)
 LG0793'RECOVERED IN GOOD CONDITION, ABOUT 4 MI (6.4 KM) NORTHEAST OF UTICA,
 LG0793'2.65 MI (4.26 KM) NORTH OF U.S.  HIGHWAY 34, ON THE EAST RIGHT-OF-WAY
 LG0793'OF A COUNTY ROAD, NEAR THE FARM HOME OF THE BORCHERS FAMILY AND NEAR
 LG0793'THE W1/4 CORNER, SEC11, T11N, R1E.  TO REACH THE MARK FROM THE
 LG0793'JUNCTION OF STATE ROAD L80F AND U.S.  HIGHWAY 34, AT UTICA, GO EAST ON
 LG0793'HIGHWAY 34 FOR 3.0 MI (4.8 KM) TO A COUNTY ROAD (420TH STREET)
 LG0793'INTERSECTION.  TURN LEFT AND GO NORTH ON A GRADED ROAD FOR 2.65 MI
 LG0793'(4.26 KM) TO THE MARK ON THE RIGHT, AT THE SOUTHWEST CORNER OF A FARM
 LG0793'YARD.  IT IS 23.94 M (78.54 FT) EAST-SOUTHEAST OF A UTILITY POLE,
 LG0793'10.17 M (33.37 FT) EAST OF THE CENTERLINE OF 420TH STREET, 7.24 M
 LG0793'(23.75 FT) SOUTH OF THE CENTERLINE OF THE FARM DRIVE, 5.16 M (16.93
 LG0793'FT) NORTHWEST OF A FENCE CORNER POST AND A WITNESS POST AND PROJECTS
 LG0793'0.08 M (0.26 FT) ABOVE THE GROUND SURFACE.  REFERENCE MARK 2 WAS FOUND
 LG0793'DESTROYED.  REFERENCE MARK 3 AND THE AZIMUTH MARK WERE SEARCHED FOR
 LG0793'BUT NOT FOUND.  A MAGNET WAS PLACED AT THE NORTH SIDE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0482 ***********************************************************************
 LJ0482  DESIGNATION -  SCHINLEY
 LJ0482  PID         -  LJ0482
 LJ0482  STATE/COUNTY-  NE/LINCOLN
 LJ0482  USGS QUAD   -  DICKENS NE (1970)
 LJ0482
 LJ0482                         *CURRENT SURVEY CONTROL
 LJ0482  ___________________________________________________________________
 LJ0482* NAD 83(1995)-  40 56 04.61406(N)    100 49 47.94515(W)     ADJUSTED  
 LJ0482* NAVD 88     -       952.20   (+/-2cm)    3124.0    (feet)  VERTCON   
 LJ0482  ___________________________________________________________________
 LJ0482  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 LJ0482  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 LJ0482
 LJ0482  HORZ ORDER  -  SECOND
 LJ0482  VERT ORDER  -  THIRD ? (See Below)
 LJ0482
 LJ0482.The horizontal coordinates were established by classical geodetic methods
 LJ0482.and adjusted by the National Geodetic Survey in August 1997..
 LJ0482
 LJ0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0482.The vertical order pertains to the NGVD 29 superseded value.
 LJ0482
 LJ0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0482
 LJ0482.The geoid height was determined by GEOID03.
 LJ0482
 LJ0482;                    North         East     Units Scale Factor Converg.
 LJ0482;SPC NE       -   122,607.271   430,121.603   MT  0.99970795   -0 33 00.1
 LJ0482;UTM  14      - 4,533,111.018   345,939.730   MT  0.99989213   -1 11 57.3
 LJ0482
 LJ0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0482!SPC NE       -   0.99985418  x   0.99970795  =   0.99956218
 LJ0482!UTM  14      -   0.99985418  x   0.99989213  =   0.99974633
 LJ0482
 LJ0482:                Primary Azimuth Mark                     Grid Az
 LJ0482:SPC NE       -  SCHINLEY AZ MK                           000 42 12.5
 LJ0482:UTM  14      -  SCHINLEY AZ MK                           001 21 09.7
 LJ0482
 LJ0482|---------------------------------------------------------------------|
 LJ0482| PID    Reference Object                     Distance      Geod. Az  |
 LJ0482|                                                           dddmmss.s |
 LJ0482| CN9725 SCHINLEY AZ MK                                     0000912.4 |
 LJ0482| CN9726 SCHINLEY RM 1                        17.362 METERS 17951     |
 LJ0482| CN9727 SCHINLEY RM 2                        19.124 METERS 25543     |
 LJ0482|---------------------------------------------------------------------|
 LJ0482
 LJ0482                          SUPERSEDED SURVEY CONTROL
 LJ0482
 LJ0482  NAD 83(1986)-  40 56 04.61843(N)    100 49 47.95305(W) AD(       ) 2
 LJ0482  NAD 27      -  40 56 04.61015(N)    100 49 46.42704(W) AD(       ) 2
 LJ0482  NGVD 29 (07/19/86)  951.81   (m)         3122.7    (f) LEVELING    3  
 LJ0482
 LJ0482.Superseded values are not recommended for survey control.
 LJ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0482.See file dsdata.txt to determine how the superseded data were derived.
 LJ0482
 LJ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLL4594033111(NAD 83)
 LJ0482_MARKER: DS = TRIANGULATION STATION DISK
 LJ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0482_STAMPING: SCHINLEY 1951
 LJ0482_MARK LOGO: CGS   
 LJ0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 LJ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0482+STABILITY: SURFACE MOTION
 LJ0482
 LJ0482  HISTORY     - Date     Condition        Report By
 LJ0482  HISTORY     - 1951     MONUMENTED       CGS
 LJ0482  HISTORY     - 1977     GOOD             LOCENG
 LJ0482  HISTORY     - 19981201 POOR             NEDR
 LJ0482
 LJ0482                          STATION DESCRIPTION
 LJ0482
 LJ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0482'THE STATION IS LOCATED ABOUT 14.0 MILES SOUTH-SOUTHWEST OF
 LJ0482'NORTH PLATTE, 11.0 MILES NORTHEAST OF DICKENS AND ON THE
 LJ0482'EAST RIGHT-OF-WAY OF A NORTH-SOUTH GRADED ROAD.  IT IS 32.0
 LJ0482'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRADED ROAD, 2.5
 LJ0482'FEET SOUTH OF A WITNESS POST AND 1.0 FOOT WEST OF A NORTH-SOUTH
 LJ0482'FENCE LINE.  IT PROJECTS 1 INCH AND IS STAMPED SCHINLEY 1951.
 LJ0482'
 LJ0482'REFERENCE MARK NO. 1 IS 33.0 FEET EAST OF THE CENTER OF A
 LJ0482'NORTH-SOUTH GRADED ROAD AND SET IN A NORTH-SOUTH FENCE LINE.  IT
 LJ0482'PROJECTS 1 INCH AND IS STAMPED SCHINLEY NO 1 1951.
 LJ0482'
 LJ0482'REFERENCE MARK NO. 2 IS 32.0 FEET WEST OF THE CENTER OF A
 LJ0482'NORTH-SOUTH GRADED ROAD AND SET IN A NORTH-SOUTH FENCE LINE.
 LJ0482'IT PROJECTS 2 INCHES AND IS STAMPED SCHINLEY NO 2 1951.
 LJ0482'
 LJ0482'THE DISTANCE BETWEEN REFERENCE MARKS IS 73.7 FEET.
 LJ0482'
 LJ0482'THE AZIMUTH MARK IS 41.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LJ0482'GRADED ROAD, 16.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LJ0482'TRACK ROAD, 9.0 FEET EAST OF A FENCE CORNER, 2.0 FEET EAST OF A
 LJ0482'WITNESS POST AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT
 LJ0482'PROJECTS 3 INCHES AND IS STAMPED SCHINLEY 1951.
 LJ0482'
 LJ0482'TO REACH THE STATION FROM THE POST OFFICE IN NORTH PLATTE,
 LJ0482'GO SOUTH ON U.S. HIGHWAY 83 FOR 3.25 MILES TO A CROSSROAD AND
 LJ0482'WHERE U.S. HIGHWAY 83 TURNS EAST.  TURN RIGHT, WEST ON A GRAVELED
 LJ0482'ROAD FOR 1.2 MILES TO A T ROAD SOUTH.  TURN LEFT, SOUTH, ON
 LJ0482'A GRADED ROAD FOR 2.7 MILES TO A CROSSROAD JUST NORTH OF
 LJ0482'A RESERVOIR, TURN RIGHT AND GO WEST, THEN SOUTH, ON A GRADED
 LJ0482'ROAD FOR 0.6 MILE TO A BRIDGE OVER A CANAL.  CROSS BRIDGE AND
 LJ0482'CONTINUE SOUTH FOR 0.7 MILE TO A Y FORK.  TAKE LEFT FORK AND
 LJ0482'GO SOUTHEAST ON A GRADED ROAD FOR 0.75 MILE TO A CROSSROAD.
 LJ0482'TURN SHARP RIGHT AND GO WEST ON A GRADED ROAD FOR 1.0 MILE TO A
 LJ0482'T ROAD INTERSECTION.  TURN LEFT, SOUTH, ON A GRADED ROAD
 LJ0482'FOR 1.0 MILE TO WHERE THE MAIN ROAD TURNS WEST, TURN RIGHT
 LJ0482'AND FOLLOW THE MAIN ROAD WEST FOR 1.0 MILE TO WHERE THE MAIN
 LJ0482'ROAD TURNS SOUTH.  TURN LEFT, SOUTH, ON THE MAIN GRADED
 LJ0482'ROAD FOR 4.9 MILES TO A CROSSROAD AND THE AZIMUTH MARK AT A
 LJ0482'SOUTHEAST ANGLE AS DESCRIBED.  CONTINUE SOUTH FOR 0.7 MILE
 LJ0482'TO THE TOP OF A HILL AND THE STATION ON THE EAST RIGHT-OF-WAY
 LJ0482'OF THE ROAD AS DESCRIBED.
 LJ0482
 LJ0482                          STATION RECOVERY (1977)
 LJ0482
 LJ0482'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (DKS)
 LJ0482'SCHINLEY RECOVERED GOOD.
 LJ0482'
 LJ0482'AZ. MK. RECOVERED GOOD.
 LJ0482'
 LJ0482'RM NO. 1 RECOVERED GOOD.
 LJ0482'
 LJ0482'RM NO. 2 RECOVERED GOOD.
 LJ0482'
 LJ0482'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE 80 AND U.S.
 LJ0482'HIGHWAY 83, GO SOUTH ON U.S. HIGHWAY 83 FOR 14 MILES TO CROSSROAD
 LJ0482'INTERSECTION.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 4 MILES
 LJ0482'TO CROSSROAD INTERSECTION.  TURN RIGHT AND GO NORTH ON GRAVEL ROAD
 LJ0482'FOR 1.3 MILES TO THE TOP OF A SMALL HILL AND STATION IS ON THE
 LJ0482'EAST SIDE OF ROAD IN A FENCE LINE RUNNING NORTH AND SOUTH.
 LJ0482'
 LJ0482'DISTANCE AND DIRECTION FROM NEAREST TOWN--SEE ATTACHED SHEET.
 LJ0482
 LJ0482                          STATION RECOVERY (1998)
 LJ0482
 LJ0482'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1998 (TWR)
 LJ0482'THE MARK WAS RECOVERED IN POOR CONDITION, THE SURFACE MARK BEING
 LJ0482'TILTED OUT OF POSITION.  THIS MARK WAS REMOVED AND A NEW SURFACE MARK
 LJ0482'WAS SET DIRECTLY OVER THE ORIGINAL UNDERGROUND MARK, USING AN OPTICAL
 LJ0482'PLUMMET.  FOR FURTHER DETAILS, SEE THE DESCRIPTION FOR--SCHINLEY
 LJ0482'RESET--IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0581 ***********************************************************************
 MN0581  DESIGNATION -  SCHLUMBERGER RAD KAJ 629 MAST
 MN0581  PID         -  MN0581
 MN0581  STATE/COUNTY-  NE/KIMBALL
 MN0581  USGS QUAD   -  BENNETT RESERVOIR WEST (1979)
 MN0581
 MN0581                         *CURRENT SURVEY CONTROL
 MN0581  ___________________________________________________________________
 MN0581* NAD 83(1995)-  41 20 17.61270(N)    103 39 53.30526(W)     ADJUSTED  
 MN0581* NAVD 88     -                                                        
 MN0581  ___________________________________________________________________
 MN0581  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 MN0581  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 MN0581
 MN0581  HORZ ORDER  -  THIRD
 MN0581
 MN0581.The horizontal coordinates were established by classical geodetic methods
 MN0581.and adjusted by the National Geodetic Survey in August 1997..
 MN0581
 MN0581
 MN0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0581
 MN0581.The geoid height was determined by GEOID03.
 MN0581
 MN0581;                    North         East     Units Scale Factor Converg.
 MN0581;SPC NE       -   173,579.452   193,437.618   MT  0.99966285   -2 25 43.2
 MN0581;UTM  13      - 4,577,164.294   611,717.096   MT  0.99975360   +0 52 55.2
 MN0581
 MN0581                          SUPERSEDED SURVEY CONTROL
 MN0581
 MN0581  NAD 83(1995)-  41 20 17.61200(N)    103 39 53.30494(W) AD(       ) 4
 MN0581  NAD 83(1986)-  41 20 17.60457(N)    103 39 53.30324(W) AD(       ) 4
 MN0581  NAD 27      -  41 20 17.68100(N)    103 39 51.51300(W) AD(       ) 3
 MN0581
 MN0581.Superseded values are not recommended for survey control.
 MN0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0581.See file dsdata.txt to determine how the superseded data were derived.
 MN0581
 MN0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1171777164(NAD 83)
 MN0581_MARKER: 42 = RADIO/TV MAST
 MN0581
 MN0581  HISTORY     - Date     Condition        Report By
 MN0581  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0581
 MN0581                          STATION DESCRIPTION
 MN0581
 MN0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0581'THE STATION IS THE TOP CENTER OF A MAST WHICH IS LOCATED 7
 MN0581'MILES NORTH OF KIMBALL, ALONG THE WEST SIDE OF STATE HIGHWAY
 MN0581'71.
 MN0581'
 MN0581'THE MAST IS A SLENDER, STEEL STRUCTURE, PAINTED ALTERNATELY
 MN0581'RED AND WHITE, HAS A FEW SMALL POLE ANTENNAS ALONG THE SIDES
 MN0581'AND A CROSS ANTENNA ON THE TOP.  IT IS APPROXIMATELY 150 FEET
 MN0581'IN HEIGHT.
 MN0581'
 MN0581'THE TOP CENTER OF THE MAST WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1357 ***********************************************************************
 LH1357  DESIGNATION -  SCHLUNTZ
 LH1357  PID         -  LH1357
 LH1357  STATE/COUNTY-  NE/HARLAN
 LH1357  USGS QUAD   -  REPUBLICAN CITY NW (1974)
 LH1357
 LH1357                         *CURRENT SURVEY CONTROL
 LH1357  ___________________________________________________________________
 LH1357* NAD 83(1995)-  40 08 50.78029(N)    099 12 56.01725(W)     ADJUSTED  
 LH1357* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 LH1357  ___________________________________________________________________
 LH1357  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 LH1357  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 LH1357
 LH1357  HORZ ORDER  -  FIRST
 LH1357
 LH1357.The horizontal coordinates were established by classical geodetic methods
 LH1357.and adjusted by the National Geodetic Survey in August 1997..
 LH1357
 LH1357.The orthometric height was scaled from a topographic map.
 LH1357
 LH1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1357
 LH1357.The geoid height was determined by GEOID03.
 LH1357
 LH1357;                    North         East     Units Scale Factor Converg.
 LH1357;SPC NE       -    35,179.949   566,836.881   MT  0.99993661   +0 31 11.4
 LH1357;SPC KS N     -   202,097.091   296,417.098   MT  1.00007938   -0 46 08.8
 LH1357;UTM  14      - 4,444,143.980   481,639.461   MT  0.99960415   -0 08 20.3
 LH1357
 LH1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1357!SPC NE       -   0.99990716  x   0.99993661  =   0.99984378
 LH1357!SPC KS N     -   0.99990716  x   1.00007938  =   0.99998654
 LH1357!UTM  14      -   0.99990716  x   0.99960415  =   0.99951135
 LH1357
 LH1357:                Primary Azimuth Mark                     Grid Az
 LH1357:SPC NE       -  SCHLUNTZ AZ MK                           089 55 12.9
 LH1357:SPC KS N     -  SCHLUNTZ AZ MK                           091 12 33.1
 LH1357:UTM  14      -  SCHLUNTZ AZ MK                           090 34 44.6
 LH1357
 LH1357|---------------------------------------------------------------------|
 LH1357| PID    Reference Object                     Distance      Geod. Az  |
 LH1357|                                                           dddmmss.s |
 LH1357| CN9728 SCHLUNTZ AZ MK                                     0902624.3 |
 LH1357| CN9729 SCHLUNTZ RM 1                        35.743 METERS 12115     |
 LH1357| LH1352 HARLAN CO DAM AEDG N RAD MAST       APPROX. 6.7 KM 1775230.1 |
 LH1357| LH1351 HARLAN COUNTY DAM WATER TANK        APPROX. 6.3 KM 1775906.9 |
 LH1357| LH1355 REPUBLICAN CITY MUNICIPAL TANK      APPROX. 5.0 KM 1873000.5 |
 LH1357| CN9731 SCHLUNTZ RM 3                        22.945 METERS 19032     |
 LH1357| CN9730 SCHLUNTZ RM 2                        29.847 METERS 22938     |
 LH1357| LH1361 ALMA MUNICIPAL TANK                 APPROX.13.3 KM 2501907.4 |
 LH1357| CN9732 SCHLUNTZ RM 4                        19.780 METERS 26702     |
 LH1357|---------------------------------------------------------------------|
 LH1357
 LH1357                          SUPERSEDED SURVEY CONTROL
 LH1357
 LH1357  NAD 83(1986)-  40 08 50.78495(N)    099 12 56.01781(W) AD(       ) 1
 LH1357  NAD 27      -  40 08 50.74200(N)    099 12 54.68300(W) AD(       ) 1
 LH1357
 LH1357.Superseded values are not recommended for survey control.
 LH1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1357.See file dsdata.txt to determine how the superseded data were derived.
 LH1357
 LH1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK8163944144(NAD 83)
 LH1357_MARKER: DS = TRIANGULATION STATION DISK
 LH1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1357
 LH1357  HISTORY     - Date     Condition        Report By
 LH1357  HISTORY     - 1935     MONUMENTED       CGS
 LH1357  HISTORY     - 1951     GOOD             CGS
 LH1357
 LH1357                          STATION DESCRIPTION
 LH1357
 LH1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1357'THE STATION IS 7 MILES EAST AND 3-1/2 MILES NORTH OF ALMA,
 LH1357'NEBRASKA ON HIGH CULTIVATED LAND 0.1 MILE EAST OF THE ST. PAUL
 LH1357'EPISCOPAL CHURCH.  IT IS IN THE SOUTHWEST QUARTER OF SEC.
 LH1357'11, T. 2 N., R. 17 W., ON PROPERTY BELONGING TO MESSRS.  AUGUST
 LH1357'AND HENRY SCHLUNTZ.  THE MARK IS 12.5 FEET NORTH OF AN EAST-WEST
 LH1357'FENCE, 39 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD,
 LH1357'AND IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 LH1357'
 LH1357'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION,
 LH1357'2 FEET SOUTH OF EAST-WEST FENCE, 25 FEET SOUTH OF CENTERLINE
 LH1357'OF ROAD, AND PROJECTS 4 INCHES.
 LH1357'
 LH1357'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION,
 LH1357'3 FEET SOUTH OF EAST-WEST FENCE, 27.5 FEET SOUTH OF THE
 LH1357'CENTERLINE OF ROAD, AND PROJECTS 4 INCHES.
 LH1357'
 LH1357'THE AZIMUTH MARK IS EAST OF THE STATION, 33 FEET WEST
 LH1357'OF THE CENTERLINE OF A GATE, 27 FEET SOUTH OF THE CENTERLINE
 LH1357'OF ROAD, 2 FEET NORTH OF EAST-WEST FENCE, AND PROJECTS 5 INCHES.
 LH1357'
 LH1357'A 50-FOOT STAND WILL CLEAR ALL LINES.
 LH1357'
 LH1357'LIGHTS FROM STATIONS TURNURE AND SCHWORER WERE VISIBLE FROM THE
 LH1357'GROUND.
 LH1357
 LH1357                          STATION RECOVERY (1951)
 LH1357
 LH1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1357'THE STATION AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 LH1357'CONDITION.  REFERENCE MARK NO. 1 AND NO. 2 WERE DESTROYED WHEN
 LH1357'THE ROAD WAS REGRADED.  REFERENCE MARKS NO. 3 AND 4 WERE
 LH1357'ESTABLISHED.
 LH1357'
 LH1357'A COMPLETE NEW DESCRIPTION FOLLOWS.
 LH1357'
 LH1357'THE STATION IS LOCATED 7 MILES EAST AND 3.5 MILES NORTH OF ALMA
 LH1357'AND 4 MILES SOUTH AND 4 MILES EAST OF HUNTLEY.  IT IS 0.1 MILES
 LH1357'EAST OF THE ST. PAUL EPISCOPAL CHURCH, 42 FEET NORTH OF THE
 LH1357'CENTERLINE OF AN EAST-WEST GRAVELED ROAD, 41 FEET EAST OF
 LH1357'A DRIVEWAY INTO THE FIELD, 4 FEET NORTHWEST OF A WITNESS POST AND
 LH1357'3 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED SCHLUNTZ
 LH1357'1935 AND IS 14 INCHES BELOW THE SURFACE OF THE GROUND.
 LH1357'
 LH1357'REFERENCE MARK NO. 3 IS 33 FEET SOUTH OF THE CENTERLINE OF AN
 LH1357'EAST-WEST GRAVELED ROAD, 12 FEET EAST OF THE DRIVEWAY INTO THE
 LH1357'FIELD AND 1 FOOT WEST OF A POWER LINE POLE.  IT IS STAMPED
 LH1357'SCHLUNTZ NO 3 1935 AND PROJECTS 3 INCHES.
 LH1357'
 LH1357'REFERENCE MARK NO. 4 IS 39 FEET NORTH OF THE CENTERLINE OF AN
 LH1357'EAST-WEST GRAVELED ROAD, 24 FEET WEST OF THE DRIVEWAY INTO THE
 LH1357'FIELD AND SET IN AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LH1357'SCHLUNTZ NO 4 1935 AND PROJECTS 3 INCHES.
 LH1357'
 LH1357'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTERLINE OF AN
 LH1357'EAST-WEST GRAVELED ROAD, 32 FEET WEST OF THE CENTERLINE OF A
 LH1357'DRIVEWAY LEADING TO A FARM HOUSE, 6 FEET NORTH OF AN EAST-WEST
 LH1357'FENCE LINE AND 1.5 FEET NORTH OF A WITNESS POST.  IT IS STAMPED
 LH1357'SCHLUNTZ 1935 AND PROJECTS 4 INCHES.
 LH1357'
 LH1357'TO REACH THE STATION FROM THE POST OFFICE IN HUNTLEY, GO
 LH1357'SOUTH FOR 0.2 MILES TO A FORK, KEEP LEFT FORK AND GO SOUTH FOR
 LH1357'4 MILES TO A CROSSROAD, TURN LEFT, EAST AND GO 4 MILES TO A
 LH1357'CROSSROAD AND A CHURCH IN THE SOUTHWEST ANGLE.  CONTINUE EAST
 LH1357'FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LH1357'
 LH1357'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.55 MILE
 LH1357'TO THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1754 ***********************************************************************
 NM1754  DESIGNATION -  SCHMIDT
 NM1754  PID         -  NM1754
 NM1754  STATE/COUNTY-  NE/CEDAR
 NM1754  USGS QUAD   -  MENOMINEE (1968)
 NM1754
 NM1754                         *CURRENT SURVEY CONTROL
 NM1754  ___________________________________________________________________
 NM1754* NAD 83(1995)-  42 48 17.65719(N)    097 19 47.83156(W)     ADJUSTED  
 NM1754* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 NM1754  ___________________________________________________________________
 NM1754  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 NM1754  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM1754
 NM1754  HORZ ORDER  -  SECOND
 NM1754
 NM1754.The horizontal coordinates were established by classical geodetic methods
 NM1754.and adjusted by the National Geodetic Survey in August 1997..
 NM1754
 NM1754.The orthometric height was scaled from a topographic map.
 NM1754
 NM1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1754
 NM1754.The geoid height was determined by GEOID03.
 NM1754
 NM1754;                    North         East     Units Scale Factor Converg.
 NM1754;SPC NE       -   333,320.775   718,352.782   MT  0.99991638   +1 46 10.0
 NM1754;SPC SD S     -    56,829.624   845,620.062   MT  1.00000685   +2 04 18.8
 NM1754;SPC SD S     -   186,448.52  2,774,338.49   sFT  1.00000685   +2 04 18.8
 NM1754;UTM  14      - 4,740,502.674   636,554.155   MT  0.99982941   +1 08 05.9
 NM1754
 NM1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1754!SPC NE       -   0.99993104  x   0.99991638  =   0.99984743
 NM1754!SPC SD S     -   0.99993104  x   1.00000685  =   0.99993789
 NM1754!UTM  14      -   0.99993104  x   0.99982941  =   0.99976047
 NM1754
 NM1754                          SUPERSEDED SURVEY CONTROL
 NM1754
 NM1754  NAD 83(1986)-  42 48 17.66503(N)    097 19 47.82305(W) AD(       ) 2
 NM1754  NAD 27      -  42 48 17.67400(N)    097 19 46.62600(W) AD(       ) 2
 NM1754
 NM1754.Superseded values are not recommended for survey control.
 NM1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1754.See file dsdata.txt to determine how the superseded data were derived.
 NM1754
 NM1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3655440503(NAD 83)
 NM1754_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NM1754_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NM1754_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 NM1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NM1754
 NM1754  HISTORY     - Date     Condition        Report By
 NM1754  HISTORY     - 1935     MONUMENTED       MORC
 NM1754  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NM1754
 NM1754                          STATION DESCRIPTION
 NM1754
 NM1754'DESCRIBED BY MISSOURI RIVER COMMISSION 1935 (CIA)
 NM1754'ORIGINAL DESCRIPTION WAS NOT AVAILABLE.  STATION IS IN SEC.
 NM1754'29, T. 33 N., R. 1 E., ABOUT 5.5 MILES SOUTHEAST OF FERRY
 NM1754'LANDING, YANKTON, SOUTH DAKOTA, ON THE FIRST HILL EAST OF MR.
 NM1754'SCHMIDTS HOUSE.  STATION MARK IS 36.5 FEET SOUTHEAST OF A
 NM1754'CONCRETE WITNESS MARK WITH SPLIT IRON PIPE IN IT AND AN ARROW
 NM1754'POINTING TOWARD STATION.  MARK IS 12 INCHES BELOW THE SURFACE
 NM1754'AND WAS FOUND IN GOOD CONDITION.
 NM1754'
 NM1754'REACHED FROM MISSOURI RIVER BRIDGE TO YANKTON BY GOING SOUTH ON U.S.
 NM1754'HIGHWAY 81 FOR 1.0 MILE, TURN LEFT AND FOLLOW STATE HIGHWAY
 NM1754'15 FOR 4.2 MILES, TURN LEFT AND GO 1.7 MILES EAST ON GRADED ROAD
 NM1754'TO TOP OF RIDGE, TURN LEFT THROUGH GATE FOR 0.25 MILE TO MR.
 NM1754'SCHMIDTS HOUSE, THEN GO EAST ALONG FENCE FOR 0.2 MILE TO HIGHEST
 NM1754'GROUND AND STATION.
 NM1754
 NM1754                          STATION RECOVERY (1948)
 NM1754
 NM1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1754'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF YANKTON
 NM1754'SOUTH DAKOTA, ON THE FIRST HILL EAST OF MR. SCHMIDTS HOME AND
 NM1754'26 FEET SOUTH OF AN EAST-WEST FENCE.  THE MARK IS ABOUT 12 INCHES
 NM1754'BELOW THE SURFACE OF THE GROUND.  IT IS AN IRON CAP WITH U.S.
 NM1754'MISSOURI RIVER COMMISSION AND A TRIANGLE AT THE CENTER CAST ON
 NM1754'ITS FACE AND SET IN AN IRREGULAR MASS OF CONCRETE.
 NM1754'
 NM1754'IT IS 3.185 METERS (10.45 FEET) NORTHEAST OF TRIANGULATION
 NM1754'STATION SCHMIDT 1935.
 NM1754'
 NM1754'TO REACH FROM THE SOUTH END OF THE YANKTON TOLL BRIDGE, GO SOUTH
 NM1754'ON HIGHWAY 81 FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 15
 NM1754'WITH U.S. HIGHWAY 81, TURN LEFT ON HIGHWAY 15 FOR 4.2 MILES
 NM1754'TO CROSSROADS, TURN LEFT (EAST) ON DIRT ROAD 1.7 MILES TO A
 NM1754'GATE ON THE LEFT, PASS THROUGH GATE AND GO NORTH 0.2 MILE TO
 NM1754'BARN, PASS THROUGH GATE AT THE SOUTHEAST CORNER OF BARN, THEN
 NM1754'GO NORTHEAST ACROSS BARN LOT TO GATE, PASS THROUGH GATE AND
 NM1754'BEAR RIGHT TO GATE IN THE NORTHWEST CORNER OF FIELD, PASS
 NM1754'THROUGH GATE-AND GO EAST ALONG THE EDGE OF FIELD FOR 0.15
 NM1754'MILE TO THE HIGHEST HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1755 ***********************************************************************
 NM1755  DESIGNATION -  SCHMIDT
 NM1755  PID         -  NM1755
 NM1755  STATE/COUNTY-  NE/CEDAR
 NM1755  USGS QUAD   -  MENOMINEE (1968)
 NM1755
 NM1755                         *CURRENT SURVEY CONTROL
 NM1755  ___________________________________________________________________
 NM1755* NAD 83(1995)-  42 48 17.58268(N)    097 19 47.92856(W)     ADJUSTED  
 NM1755* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 NM1755  ___________________________________________________________________
 NM1755  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 NM1755  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 NM1755
 NM1755  HORZ ORDER  -  FIRST
 NM1755
 NM1755.The horizontal coordinates were established by classical geodetic methods
 NM1755.and adjusted by the National Geodetic Survey in August 1997..
 NM1755
 NM1755.The orthometric height was scaled from a topographic map.
 NM1755
 NM1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1755
 NM1755.The geoid height was determined by GEOID03.
 NM1755
 NM1755;                    North         East     Units Scale Factor Converg.
 NM1755;SPC NE       -   333,318.409   718,350.650   MT  0.99991637   +1 46 09.9
 NM1755;SPC SD S     -    56,827.247   845,617.942   MT  1.00000686   +2 04 18.7
 NM1755;SPC SD S     -   186,440.73  2,774,331.53   sFT  1.00000686   +2 04 18.7
 NM1755;UTM  14      - 4,740,500.332   636,551.997   MT  0.99982940   +1 08 05.9
 NM1755
 NM1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1755!SPC NE       -   0.99993104  x   0.99991637  =   0.99984742
 NM1755!SPC SD S     -   0.99993104  x   1.00000686  =   0.99993790
 NM1755!UTM  14      -   0.99993104  x   0.99982940  =   0.99976046
 NM1755
 NM1755|---------------------------------------------------------------------|
 NM1755| PID    Reference Object                     Distance      Geod. Az  |
 NM1755|                                                           dddmmss.s |
 NM1755| CO4490 SCHMIDT RM 1                         15.183 METERS 03602     |
 NM1755| NM1754 SCHMIDT                               3.185 METERS 04347     |
 NM1755| CO4489 SCHMIDT AZ MK                                      2192553.7 |
 NM1755| CO4491 SCHMIDT RM 2                         16.575 METERS 30258     |
 NM1755|---------------------------------------------------------------------|
 NM1755
 NM1755                          SUPERSEDED SURVEY CONTROL
 NM1755
 NM1755  NAD 83(1986)-  42 48 17.59052(N)    097 19 47.92005(W) AD(       ) 1
 NM1755  NAD 27      -  42 48 17.60000(N)    097 19 46.72300(W) AD(       ) 1
 NM1755
 NM1755.Superseded values are not recommended for survey control.
 NM1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1755.See file dsdata.txt to determine how the superseded data were derived.
 NM1755
 NM1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN3655240500(NAD 83)
 NM1755_MARKER: DS = TRIANGULATION STATION DISK
 NM1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1755_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NM1755
 NM1755  HISTORY     - Date     Condition        Report By
 NM1755  HISTORY     - 1935     MONUMENTED       CGS
 NM1755  HISTORY     - 1948     GOOD             CGS
 NM1755
 NM1755                          STATION DESCRIPTION
 NM1755
 NM1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 NM1755'STATION IS IN SEC. 29, T. 33 N., R. 1 E., ABOUT 5.5 MILES
 NM1755'SOUTHEAST OF FERRY LANDING, YANKTON, SOUTH DAKOTA, ON THE FIRST
 NM1755'HILL EAST OF MR. SCHMIDTS HOUSE, 36 FEET SOUTH OF FENCE.  MARK
 NM1755'IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 NM1755'
 NM1755'REACHED FROM MISSOURI RIVER BRIDGE TO YANKTON BY GOING SOUTH ON
 NM1755'U.S. HIGHWAY 81 FOR 1.0 MILE, TURN LEFT AND FOLLOW STATE
 NM1755'HIGHWAY 15 FOR 4.2 MILES, TURN LEFT AND GO 1.7 MILES EAST ON
 NM1755'GRADED DIRT ROAD TO TOP OF RIDGE, TURN LEFT THROUGH GATE FOR
 NM1755'0.25 MILE TO THE SCHMIDT HOUSE, THEN GO EAST ALONG FENCE FOR
 NM1755'0.2 MILE TO HIGHEST GROUND AND STATION.
 NM1755'
 NM1755'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION IN FENCE LINE,
 NM1755'AND PROJECTS 6 INCHES.
 NM1755'
 NM1755'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION IN FENCE LINE, AND
 NM1755'PROJECTS 6 INCHES.
 NM1755'
 NM1755'AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF STATION.  REACHED FROM THE
 NM1755'SCHMIDT HOUSE BY GOING 0.25 MILE SOUTH TO GATE AND MARK ON
 NM1755'LEFT IN NORTH RIGHT-OF-WAY FENCE LINE, 20 FEET WEST OF FENCE
 NM1755'INTERSECTION.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 NM1755'
 NM1755'A TIE WAS MADE TO A MISSOURI RIVER COMMISSION MARK WHICH IS
 NM1755'10.45 FEET NORTHEAST OF STATION AND 12 INCHES BELOW THE SURFACE
 NM1755'OF THE GROUND.
 NM1755'
 NM1755'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 NM1755
 NM1755                          STATION RECOVERY (1948)
 NM1755
 NM1755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1755'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 NM1755'GOOD CONDITION.  DUE TO CHANGES IN DISTANCE AND DIRECTION TO
 NM1755'MARKS A NEW DESCRIPTION FOLLOWS.
 NM1755'
 NM1755'STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF YANKTON SOUTH
 NM1755'DAKOTA, ON THE FIRST HILL EAST OF MR. SCHMIDTS HOME AND 36
 NM1755'FEET SOUTH OF AN EAST-WEST FENCE.  THE MARK IS ABOUT 12 INCHES
 NM1755'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED SCHMIDT
 NM1755'1935.
 NM1755'
 NM1755'REFERENCE MARK NO. 1 IS 49.82 FEET NORTHEAST OF THE STATION
 NM1755'IN FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 NM1755'STAMPED SCHMIDT NO 1 1935.
 NM1755'
 NM1755'REFERENCE MARK NO. 2 IS 54.38 FEET NORTHWEST OF THE STATION IN
 NM1755'FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NM1755'SCHMIDT NO 2 1935.
 NM1755'
 NM1755'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION, AT THE
 NM1755'EAST POST OF GATE AND 20 FEET WEST OF A T FENCE CORNER.  THE
 NM1755'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SCHMIDT 1935.
 NM1755'
 NM1755'SCHMIDT 1935 (MRC) IS 10.45 FEET NORTHEAST OF THE STATION AND
 NM1755'12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS A IRON
 NM1755'CAP WITH U.S. MISSOURI RIVER COMMISSION AND A TRIANGLE AT THE
 NM1755'CENTER CAST ON ITS FACE AND SET IN AN IRREGULAR MASS OF CONCRETE.
 NM1755'
 NM1755'TO REACH FROM THE SOUTH END OF THE YANKTON BRIDGE, GO SOUTH ON U.S.
 NM1755'HIGHWAY 81 FOR 1.0 MILE TO THE JUNCTION OF HIGHWAYS 81 AND 15,
 NM1755'TURN LEFT (EAST) ON HIGHWAY 15 FOR 4.2 MILES TO CROSSROADS,
 NM1755'TURN LEFT (EAST) ON DIRT ROAD FOR 1.7 MILES TO A GATE-ON THE LEFT,
 NM1755'PASS THROUGH GATE (AZIMUTH MARK IS BY THE EAST POST OF GATE) AND
 NM1755'GO NORTH 0.2 MILE TO MR. SCHMIDTS BARN YARD, PASS THROUGH GATE
 NM1755'AT THE SOUTHEAST CORNER OF BARN, THEN GO NORTHEAST ACROSS BARN
 NM1755'LOT TO GATE, PASS THROUGH GATE AND BEAR RIGHT TO A GATE AT THE
 NM1755'NORTHWEST CORNER OF A FIELD, PASS THROUGH GATE AND GO
 NM1755'EAST ALONG THE EDGE OF FIELD FOR 0.15 MILE TO THE HIGHEST
 NM1755'HILL AND THE STATION.
 NM1755'
 NM1755'A 100 FOOT SIGNAL AT WILLOW IS VISIBLE FROM THE GROUND.
 NM1755'
 NM1755'A 100 FOOT SIGNAL AT YOUNG (MRC) IS VISIBLE AT 50 FEET.
 NM1755'
 NM1755'A 100 FOOT SIGNAL AT STYLE 1935 IS VISIBLE AT 20 FEET.
 NM1755'
 NM1755'A 4 FOOT SIGNAL AT WALTON 1935 IS VISIBLE FROM THE GROUND.
 NM1755'
 NM1755'A 74 FOOT SIGNAL AT PIT (MRC) AND LAKEPORT (MRC) IS VISIBLE FROM
 NM1755'THE GROUND.
 NM1755'
 NM1755'A 47 FOOT SIGNAL AT OHLMAN (MRC) IS VISIBLE FROM THE GROUND.
 NM1755'
 NM1755'A 4 FOOT SIGNAL AT BEAVER CREEK (MRC) IS VISIBLE FROM THE GROUND.
 NM1755'
 NM1755'A 4 FOOT SIGNAL AT COLLEGE IS VISIBLE FROM THE GROUND.
 NM1755'
 NM1755'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1171 ***********************************************************************
 LG1171  DESIGNATION -  SCHMIDT
 LG1171  PID         -  LG1171
 LG1171  STATE/COUNTY-  NE/LANCASTER
 LG1171  USGS QUAD   -  RAYMOND (1972)
 LG1171
 LG1171                         *CURRENT SURVEY CONTROL
 LG1171  ___________________________________________________________________
 LG1171* NAD 83(1995)-  40 57 10.57092(N)    096 52 11.45686(W)     ADJUSTED  
 LG1171* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 LG1171  ___________________________________________________________________
 LG1171  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 LG1171  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 LG1171
 LG1171  HORZ ORDER  -  SECOND
 LG1171
 LG1171.The horizontal coordinates were established by classical geodetic methods
 LG1171.and adjusted by the National Geodetic Survey in August 1997..
 LG1171
 LG1171.The orthometric height was scaled from a topographic map.
 LG1171
 LG1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1171
 LG1171.The geoid height was determined by GEOID03.
 LG1171
 LG1171;                    North         East     Units Scale Factor Converg.
 LG1171;SPC NE       -   129,074.638   763,407.724   MT  0.99970484   +2 04 27.6
 LG1171;UTM  14      - 4,535,717.491   679,282.218   MT  0.99999562   +1 23 47.6
 LG1171
 LG1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1171!SPC NE       -   0.99993672  x   0.99970484  =   0.99964158
 LG1171!UTM  14      -   0.99993672  x   0.99999562  =   0.99993235
 LG1171
 LG1171|---------------------------------------------------------------------|
 LG1171| PID    Reference Object                     Distance      Geod. Az  |
 LG1171|                                                           dddmmss.s |
 LG1171| CL7543 SCHMIDT RM 1                          9.556 METERS 02327     |
 LG1171| LG1186 GARLAND MUNICIPAL TANK              APPROX. 9.5 KM 2645058.0 |
 LG1171| CL7544 SCHMIDT RM 2                         20.230 METERS 27319     |
 LG1171|---------------------------------------------------------------------|
 LG1171
 LG1171                          SUPERSEDED SURVEY CONTROL
 LG1171
 LG1171  NAD 83(1986)-  40 57 10.58041(N)    096 52 11.45767(W) AD(       ) 2
 LG1171  NAD 27      -  40 57 10.55162(N)    096 52 10.36004(W) AD(       ) 2
 LG1171
 LG1171.Superseded values are not recommended for survey control.
 LG1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1171.See file dsdata.txt to determine how the superseded data were derived.
 LG1171
 LG1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7928235717(NAD 83)
 LG1171_MARKER: DS = TRIANGULATION STATION DISK
 LG1171_SETTING: 0 = UNSPECIFIED SETTING
 LG1171_MAGNETIC: N = NO MAGNETIC MATERIAL
 LG1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LG1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1171+SATELLITE: SATELLITE OBSERVATIONS - 2002
 LG1171
 LG1171  HISTORY     - Date     Condition        Report By
 LG1171  HISTORY     - 1967     MONUMENTED       CGS
 LG1171  HISTORY     - 2002     GOOD             NEDR
 LG1171
 LG1171                          STATION DESCRIPTION
 LG1171
 LG1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (FJH)
 LG1171'THE STATION IS LOCATED ABOUT 4.5 MI S. AND 3.0 MI W. OF AGNEW,
 LG1171'T. 12 N., R. 5 E., NEAR THE QUARTER CORNER BETWEEN SECS. 4 AND 5,
 LG1171'2 FT E. OF FENCE AT BEND IN FENCE LINE, 12 FT S., 3 FT W. OF
 LG1171'FENCE POST AT ANGLE IN FENCE LINE.
 LG1171'
 LG1171'TO REACH THE STATION FROM AGNEW, GO S. ON STATE HWY. 79 FOR 6.3
 LG1171'MI TO CROSSROADS, TURN RIGHT (W.) AND GO 4.1 MI TO CROSSROADS,
 LG1171'TURN RIGHT (N.) AND GO 1.5 MI TO TOP HILL AND FIELD RD. ENTRANCE
 LG1171'ON RIGHT (E.) TURN RIGHT (E.) AND PASS THROUGH FENCE GATE AND GO
 LG1171'ALONG FIELD RD. E.-N., FOR 0.15 MI TO STATION ON LEFT (W.).
 LG1171'
 LG1171'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 LG1171'0.5 IN. COPPER COATED RODS, CENTERED ON 6 IN. DIAMETER TILES, 12
 LG1171'IN. LONG FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 LG1171'
 LG1171'THE STATION MARK IS STAMPED ET SCHMIDT 1967.
 LG1171'
 LG1171'REFERENCE MARK 1 IS S. OF THE STATION, 1 FT E. OF FENCE, 44 FT
 LG1171'S. ALONG FENCE FROM ANGLE IN FENCE LINE, STAMPED SCHMIDT NO 1
 LG1171'1967.
 LG1171'
 LG1171'REFERENCE MARK 2 IS N. OF THE STATION, 54 FT N. ALONG FENCE FROM
 LG1171'ANGLE IN FENCE LINE, 1 FT E. OF FENCE, STAMPED SCHMIDT NO 2
 LG1171'1967.
 LG1171'
 LG1171'AZIMUTH MARK - NONE SET.
 LG1171'
 LG1171'REFERENCE AZIMUTH OBSERVED TO MWT. IN GARLAND.
 LG1171
 LG1171                          STATION RECOVERY (2002)
 LG1171
 LG1171'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 LG1171'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1220 ***********************************************************************
 LH1220  DESIGNATION -  SCHMIDT RESET
 LH1220  PID         -  LH1220
 LH1220  STATE/COUNTY-  NE/FRANKLIN
 LH1220  USGS QUAD   -  MACON (1973)
 LH1220
 LH1220                         *CURRENT SURVEY CONTROL
 LH1220  ___________________________________________________________________
 LH1220* NAD 83(1995)-  40 10 57.10042(N)    098 59 34.07640(W)     ADJUSTED  
 LH1220* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 LH1220  ___________________________________________________________________
 LH1220  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 LH1220  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 LH1220
 LH1220  HORZ ORDER  -  FIRST
 LH1220
 LH1220.The horizontal coordinates were established by classical geodetic methods
 LH1220.and adjusted by the National Geodetic Survey in August 1997..
 LH1220
 LH1220.The orthometric height was scaled from a topographic map.
 LH1220
 LH1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1220
 LH1220.The geoid height was determined by GEOID03.
 LH1220
 LH1220;                    North         East     Units Scale Factor Converg.
 LH1220;SPC NE       -    39,272.263   585,770.744   MT  0.99992248   +0 40 02.9
 LH1220;SPC KS N     -   205,761.921   315,441.382   MT  1.00008918   -0 37 41.4
 LH1220;UTM  14      - 4,448,016.375   500,613.035   MT  0.99960000   +0 00 16.7
 LH1220
 LH1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1220!SPC NE       -   0.99990484  x   0.99992248  =   0.99982733
 LH1220!SPC KS N     -   0.99990484  x   1.00008918  =   0.99999402
 LH1220!UTM  14      -   0.99990484  x   0.99960000  =   0.99950488
 LH1220
 LH1220:                Primary Azimuth Mark                     Grid Az
 LH1220:SPC NE       -  UPLAND ZION EVAN LUTH CH SPIRE           026 46 52.1
 LH1220:SPC KS N     -  UPLAND ZION EVAN LUTH CH SPIRE           028 04 36.4
 LH1220:UTM  14      -  UPLAND ZION EVAN LUTH CH SPIRE           027 26 38.3
 LH1220
 LH1220|---------------------------------------------------------------------|
 LH1220| PID    Reference Object                     Distance      Geod. Az  |
 LH1220|                                                           dddmmss.s |
 LH1220| LH1226 UPLAND ZION EVAN LUTH CH SPIRE      APPROX.16.7 KM 0272655.0 |
 LH1220| CN9734 SCHMIDT RM 1                         32.370 METERS 05853     |
 LH1220| CN9733 SCHMIDT AZ MK                                      1462825.0 |
 LH1220| LH1219 FRANKLIN MUNICIPAL TANK             APPROX. 9.6 KM 1600933.0 |
 LH1220| CN9735 SCHMIDT RM 2                         38.972 METERS 17835     |
 LH1220| LH1350 BLOOMINGTON MUNICIPAL TANK          APPROX. 9.7 KM 2013336.0 |
 LH1220| LH1353 NAPONEE WATER TANK                  APPROX.17.3 KM 2275836.1 |
 LH1220| LH1351 HARLAN COUNTY DAM WATER TANK        APPROX.21.4 KM 2413148.1 |
 LH1220| CN9736 SCHMIDT RM 3                         22.150 METERS 27727     |
 LH1220|---------------------------------------------------------------------|
 LH1220
 LH1220                          SUPERSEDED SURVEY CONTROL
 LH1220
 LH1220  NAD 83(1986)-  40 10 57.10549(N)    098 59 34.07662(W) AD(       ) 1
 LH1220  NAD 27      -  40 10 57.05800(N)    098 59 32.77400(W) AD(       ) 1
 LH1220
 LH1220.Superseded values are not recommended for survey control.
 LH1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1220.See file dsdata.txt to determine how the superseded data were derived.
 LH1220
 LH1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK0061348016(NAD 83)
 LH1220_MARKER: DS = TRIANGULATION STATION DISK
 LH1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1220
 LH1220  HISTORY     - Date     Condition        Report By
 LH1220  HISTORY     - 1935     MONUMENTED       CGS
 LH1220  HISTORY     - 1951     GOOD             CGS
 LH1220
 LH1220                          STATION DESCRIPTION
 LH1220
 LH1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1220'THE STATION IS LOCATED 6 MILES NORTH AND 2 MILES WEST OF FRANKLIN,
 LH1220'NEBRASKA, 1-1/2 MILES SOUTH AND 2.2 MILES WEST OF MACON, NEBRASKA,
 LH1220'IN THE SOUTHEAST QUARTER OF SEC. 34, T. 3 N., R. 15 W.  THE
 LH1220'STATION POINT IS A RISE SOUTH OF A VACANT DWELLING (WHITE, TWO
 LH1220'STORY).  THE STATION LOCATION IS SLIGHTLY HIGHER THAN THE COUNTRY
 LH1220'TO THE EAST, NORTH, AND SOUTH, AND OVERLOOKS ROUGH ERODED
 LH1220'VALLEYS TO THE WEST.
 LH1220'
 LH1220'THE STATION MARK LIES IN A NORTH-SOUTH FENCE LINE, APPROXIMATELY
 LH1220'6-1/2 YARDS EAST OF THE RIM OF THE ERODED VALLEYS MENTIONED ABOVE,
 LH1220'115.9 FEET WEST-SOUTHWEST OF A WINDMILL AND WELL, 152.5 FEET
 LH1220'SOUTH OF SOUTHWEST CORNER OF THE WHITE 2-STORY FARMHOUSE, AND 152
 LH1220'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE SAME HOUSE.
 LH1220'IT PROJECTS 6 INCHES.
 LH1220'
 LH1220'REFERENCE MARK NO. 1 LIES NORTHEAST OF THE STATION,
 LH1220'3 FEET SOUTHEAST OF THE SOUTHEAST YARD CORNER POST, 95 FEET
 LH1220'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, AND 103 FEET
 LH1220'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH, ON SOUTH SIDE
 LH1220'OF THE HOUSE.  IT PROJECTS 6 INCHES.
 LH1220'
 LH1220'REFERENCE MARK NO. 2 LIES SOUTH OF THE STATION,
 LH1220'2 FEET EAST OF THE NORTH-SOUTH FENCE MENTIONED IN THE DESCRIPTION
 LH1220'OF THE STATION MARK, AND 204-1/2 FEET SOUTHEAST OF THE WINDMILL
 LH1220'AND WELL.  IT PROJECTS 8 INCHES.
 LH1220'
 LH1220'THE AZIMUTH MARK LIES SOUTHEAST OF THE STATION.  IT
 LH1220'IS LOCATED 1.8 FEET SOUTH OF SOUTHEAST FENCE CORNER, IN
 LH1220'A ROAD T-INTERSECTION STEM WEST, 18 FEET NORTH OF THE CENTERLINE
 LH1220'OF THE STEM OF THE T, AND 33 FEET WEST OF THE CENTERLINE OF
 LH1220'A GRADED NORTH-SOUTH ROAD (BAR OF T) AND 62-1/2 FEET
 LH1220'WEST-NORTHWEST OF A SOUTHWEST FENCE CORNER ON THE EAST SIDE OF THE
 LH1220'GRADED ROAD MENTIONED ABOVE.  IT PROJECTS 6 INCHES.
 LH1220'
 LH1220'THE STATION MAY BE REACHED FROM THE INTERSECTION OF STATE
 LH1220'HIGHWAYS 3 AND 10 IN FRANKLIN, NEBRASKA, BY DRIVING NORTH ON
 LH1220'STATE HIGHWAY 10 FOR 6.5 MILES TO A CROSSROADS (STATE HIGHWAY 10
 LH1220'AND A GRADED SECTION-LINE ROAD), TURN LEFT (WEST) ON TO A
 LH1220'GRADED SECTION-LINE ROAD AND DRIVE 2.0 MILES TO A SECTION-LINE
 LH1220'CROSSROADS, TURN LEFT (SOUTH) AT THE CROSSROADS AND DRIVE 0.5
 LH1220'MILE TO A WIRE GATE IN THE WEST ROAD RIGHT-OF-WAY FENCE, TURN
 LH1220'WEST THROUGH THE GATE AND DRIVE 0.2 MILE TO A DESERTED 2-STORY
 LH1220'WHITE FARMHOUSE, TURN LEFT (SOUTH) ALONG THE EAST SIDE OF THE
 LH1220'FARMYARD FENCE, DRIVE TO THE SOUTHEAST YARD CORNER, THEN
 LH1220'SOUTHWEST TO THE STATION.
 LH1220'
 LH1220'THE STATION MAY ALSO BE REACHED FROM MACON, NEBRASKA, BY DRIVING
 LH1220'SOUTH FROM A SMALL WHITE CHURCH ON THE MAIN STREET (STATE HIGHWAY
 LH1220'10) FOR 1.0 MILE TO THE CROSSROADS MENTIONED ABOVE (6.5 MILES
 LH1220'NORTH OF FRANKLIN, NEBRASKA).
 LH1220'
 LH1220'A 60-FOOT STEEL TOWER CLEARS ALL LINES FROM THIS STATION.
 LH1220'
 LH1220'ELEVATION 2140 FEET.
 LH1220
 LH1220                          STATION RECOVERY (1951)
 LH1220
 LH1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1220'THE STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 LH1220'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  AT THE REQUEST OF
 LH1220'THE LAND OWNER, THE STATION MARK WAS LOWERED, REFERENCE MARK
 LH1220'NO. 1 WAS REMOVED AND A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.
 LH1220'
 LH1220'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1220'
 LH1220'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH AND 2.0 MILES
 LH1220'WEST OF FRANKLIN AND ABOUT 2.0 MILES WEST AND 1.5 MILES SOUTH OF
 LH1220'MACON IN THE NORTHEAST CORNER OF A PASTURE, 12 FEET NORTH OF A
 LH1220'FENCE CORNER AND 6 FEET SOUTH OF THE CENTER OF THE SOUTH SIDE OF A
 LH1220'BARN.  IT IS STAMPED SCHMIDT 1935 1951 AND IS FLUSH WITH THE
 LH1220'GROUND SURFACE.
 LH1220'
 LH1220'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF A CULTIVATED FIELD,
 LH1220'110 FEET SOUTH OF A FENCE CORNER AND 2 FEET EAST OF A NORTH-SOUTH
 LH1220'FENCE LINE.  IT IS STAMPED SCHMIDT NO 2 1935 AND PROJECTS
 LH1220'5 INCHES.
 LH1220'
 LH1220'REFERENCE MARK NO. 3 IS NEAR THE NORTH EDGE OF A PASTURE, 55
 LH1220'FEET WEST OF THE SOUTHWEST CORNER OF A BARN AND 28 FEET SOUTH
 LH1220'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED SCHMIDT NO 3 1935
 LH1220'1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LH1220'
 LH1220'THE DISTANCE BETWEEN R.M. NO. 2 AND R.M. NO. 3 IS 156.56 FEET.
 LH1220'
 LH1220'THE AZIMUTH MARK IS IN THE NORTHEAST CORNER OF A PASTURE, 34
 LH1220'FEET WEST OF THE CENTER OF A DIRT ROAD, 6 FEET SOUTH OF A TELEPHONE
 LH1220'POLE, 2 FEET SOUTHWEST OF A FENCE CORNER AND 2 FEET EAST OF A
 LH1220'WITNESS POST.  IT IS STAMPED SCHMIDT AZIMUTH 1935 AND PROJECTS
 LH1220'3 INCHES.
 LH1220'
 LH1220'TO REACH THE STATION FROM THE POST OFFICE IN MACON, GO WEST
 LH1220'ON GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD, TURN LEFT AND
 LH1220'GO SOUTH ON DIRT ROAD FOR 1.5 MILES TO A DRIVEWAY INTO FARMYARD
 LH1220'ON RIGHT, (CONTINUE SOUTH ON DIRT ROAD FOR 0.2 MILE TO POINT
 LH1220'WHERE ROAD CURVES EAST AND AZIMUTH MARK ON RIGHT IN NORTHEAST
 LH1220'CORNER OF PASTURE AS DESCRIBED.) TURN RIGHT AND GO WEST FOR
 LH1220'0.1 MILE TO FARMYARD AND STATION JUST SOUTH OF BARN AS
 LH1220'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK2081 ***********************************************************************
 MK2081  DESIGNATION -  SCHOEN
 MK2081  PID         -  MK2081
 MK2081  STATE/COUNTY-  NE/SAUNDERS
 MK2081  USGS QUAD   -  WAHOO WEST (1969)
 MK2081
 MK2081                         *CURRENT SURVEY CONTROL
 MK2081  ___________________________________________________________________
 MK2081* NAD 83(1995)-  41 12 46.01739(N)    096 42 43.74781(W)     ADJUSTED  
 MK2081* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 MK2081  ___________________________________________________________________
 MK2081  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 MK2081  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 MK2081
 MK2081  HORZ ORDER  -  SECOND
 MK2081
 MK2081.The horizontal coordinates were established by classical geodetic methods
 MK2081.and adjusted by the National Geodetic Survey in August 1997..
 MK2081
 MK2081.The orthometric height was scaled from a topographic map.
 MK2081
 MK2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK2081
 MK2081.The geoid height was determined by GEOID03.
 MK2081
 MK2081;                    North         East     Units Scale Factor Converg.
 MK2081;SPC NE       -   158,394.635   775,575.177   MT  0.99967161   +2 10 43.8
 MK2081;UTM  14      - 4,564,902.068   691,798.200   MT  1.00005276   +1 30 28.2
 MK2081
 MK2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK2081!SPC NE       -   0.99994161  x   0.99967161  =   0.99961324
 MK2081!UTM  14      -   0.99994161  x   1.00005276  =   0.99999436
 MK2081
 MK2081|---------------------------------------------------------------------|
 MK2081| PID    Reference Object                     Distance      Geod. Az  |
 MK2081|                                                           dddmmss.s |
 MK2081| CL7546 SCHOEN RM 2                          15.130 METERS 00333     |
 MK2081| MK2082 WAHOO MUNICIPAL TANK                APPROX. 7.2 KM 0855809.0 |
 MK2081| CL7545 SCHOEN RM 1                          20.480 METERS 09819     |
 MK2081|---------------------------------------------------------------------|
 MK2081
 MK2081                          SUPERSEDED SURVEY CONTROL
 MK2081
 MK2081  NAD 83(1986)-  41 12 46.02742(N)    096 42 43.75035(W) AD(       ) 2
 MK2081  NAD 27      -  41 12 46.01077(N)    096 42 42.65475(W) AD(       ) 2
 MK2081
 MK2081.Superseded values are not recommended for survey control.
 MK2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK2081.See file dsdata.txt to determine how the superseded data were derived.
 MK2081
 MK2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9179864902(NAD 83)
 MK2081_MARKER: DD = SURVEY DISK
 MK2081_SETTING: 0 = UNSPECIFIED SETTING
 MK2081
 MK2081  HISTORY     - Date     Condition        Report By
 MK2081  HISTORY     - 1967     MONUMENTED       USGS
 MK2081
 MK2081                          STATION DESCRIPTION
 MK2081
 MK2081'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 MK2081'THE STATION IS LOCATED APPROX. 0.5 MI N. AND 5.0 MI W. OF WAHOO,
 MK2081'T. 15 N., R. 6 E., NEAR CENTER OF SEC. 2, 11 FT N. AND 2 FT W.
 MK2081'OF FENCE CORNER.
 MK2081'
 MK2081'TO REACH THE STATION FROM THE POST OFFICE IN WAHOO, GO W. ALONG
 MK2081'6TH ST., 0.2 MI TO HWY. 92, TURN LEFT (S.) AND GO 05.3 MI TO JCT.
 MK2081'OF STATE RD. 592, TURN RIGHT (N.) AND GO 0.7 MI ALONG STATE RD.
 MK2081'592 TO FIELD RD. RIGHT (E.), TURN RIGHT (E.), PASS THROUGH WIRE
 MK2081'FENCE GATE AND GO ALONG FIELD RD. 0.2 MI TO A CROP LINE, TURN
 MK2081'RIGHT (S.) AND GO ALONG CROP LINE 0.3 MI TO TOP OF RISE AND
 MK2081'STATION ON LEFT (E.).
 MK2081'
 MK2081'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 MK2081'0.5 IN. RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN. LONG,
 MK2081'FILLED WITH CHAT TO WITHIN 1 IN. OF CAP.
 MK2081'
 MK2081'THE STATION MARK IS STAMPED ET SCHOEN 1967.
 MK2081'
 MK2081'REFERENCE MARK 1 IS W. OF THE STATION, 1 FT N. OF FENCE AND 65
 MK2081'FT E. OF FENCE CORNER, STAMPED SCHOEN NO 1 1967.
 MK2081'
 MK2081'REFERENCE MARK 2 IS N. OF STATION, 61 FT N. AND 1 FT W. OF FENCE
 MK2081'CORNER, STAMPED SCHOEN NO 2 1967.
 MK2081'
 MK2081'AZIMUTH MARK W.T. IN WAHOO, APPROX. 5.0 MI ENE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0690 ***********************************************************************
 NN0690  DESIGNATION -  SCHOOL
 NN0690  PID         -  NN0690
 NN0690  STATE/COUNTY-  NE/HOLT
 NN0690  USGS QUAD   -  EMMET NW (1986)
 NN0690
 NN0690                         *CURRENT SURVEY CONTROL
 NN0690  ___________________________________________________________________
 NN0690* NAD 83(1995)-  42 26 07.02172(N)    098 58 12.52532(W)     ADJUSTED  
 NN0690* NAVD 88     -       652.11   (+/-2cm)    2139.5    (feet)  VERTCON   
 NN0690  ___________________________________________________________________
 NN0690  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 NN0690  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 NN0690
 NN0690  HORZ ORDER  -  THIRD
 NN0690  VERT ORDER  -  THIRD ? (See Below)
 NN0690
 NN0690.The horizontal coordinates were established by classical geodetic methods
 NN0690.and adjusted by the National Geodetic Survey in August 1997..
 NN0690
 NN0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0690.The vertical order pertains to the NGVD 29 superseded value.
 NN0690
 NN0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0690
 NN0690.The geoid height was determined by GEOID03.
 NN0690
 NN0690;                    North         East     Units Scale Factor Converg.
 NN0690;SPC NE       -   289,400.155   584,720.454   MT  0.99979028   +0 40 56.9
 NN0690;UTM  14      - 4,698,107.559   502,455.522   MT  0.99960007   +0 01 12.5
 NN0690
 NN0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0690!SPC NE       -   0.99990148  x   0.99979028  =   0.99969178
 NN0690!UTM  14      -   0.99990148  x   0.99960007  =   0.99950159
 NN0690
 NN0690|---------------------------------------------------------------------|
 NN0690| PID    Reference Object                     Distance      Geod. Az  |
 NN0690|                                                           dddmmss.s |
 NN0690| CO4494 SCHOOL RM 1                          18.425 METERS 01651     |
 NN0690| NN0689 PETERSON                            APPROX. 9.6 KM 1785635.8 |
 NN0690| CO4495 SCHOOL RM 2                          18.977 METERS 25414     |
 NN0690| CO4496 SCHOOL RM 3                          63.697 METERS 26259     |
 NN0690| CO4493 SCHOOL AZ MK RESET                                 3540626.3 |
 NN0690| CO4492 SCHOOL AZ MK                                       3543945.7 |
 NN0690|---------------------------------------------------------------------|
 NN0690
 NN0690                          SUPERSEDED SURVEY CONTROL
 NN0690
 NN0690  NAD 83(1986)-  42 26 07.02712(N)    098 58 12.53315(W) AD(       ) 3
 NN0690  NAD 27      -  42 26 07.02500(N)    098 58 11.17100(W) AD(       ) 3
 NN0690  NGVD 29 (07/19/86)  651.88   (m)         2138.7    (f) LEVELING    3  
 NN0690
 NN0690.Superseded values are not recommended for survey control.
 NN0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0690.See file dsdata.txt to determine how the superseded data were derived.
 NN0690
 NN0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM0245698108(NAD 83)
 NN0690_MARKER: DS = TRIANGULATION STATION DISK
 NN0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0690
 NN0690  HISTORY     - Date     Condition        Report By
 NN0690  HISTORY     - 1949     MONUMENTED       CGS
 NN0690  HISTORY     - 1954     GOOD             CGS
 NN0690  HISTORY     - 1964     GOOD             CGS
 NN0690
 NN0690                          STATION DESCRIPTION
 NN0690
 NN0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0690'THE STATION IS LOCATED ABOUT 6.75 MILES SOUTH OF ATKINSON IN
 NN0690'THE SOUTHEAST CORNER OF SCHOOL YARD.  IT IS 90 FEET SOUTHEAST
 NN0690'OF SOUTHEAST CORNER OF SCHOOL HOUSE, 19 FEET WEST OF NORTH-SOUTH
 NN0690'FENCE LINE AND 18 FEET NORTH OF EAST-WEST FENCE LINE AND
 NN0690'WITNESS POST SET IN FENCE LINE.  IT IS STAMPED SCHOOL 1949
 NN0690'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 NN0690'
 NN0690'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION,
 NN0690'100 FEET EAST OF NORTHEAST CORNER OF SCHOOL HOUSE AND 1 FOOT
 NN0690'WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED SCHOOL NO
 NN0690'1 1949 AND PROJECTS 4 INCHES.
 NN0690'
 NN0690'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 60
 NN0690'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF SCHOOL HOUSE
 NN0690'AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 NN0690'SCHOOL NO 2 1949 AND PROJECTS 6 INCHES.
 NN0690'
 NN0690'THE AZIMUTH MARK IS NORTH OF THE STATION, 35 FEET WEST OF THE
 NN0690'CENTER OF STATE HIGHWAY 11, 2 FEET SOUTH OF WITNESS POST AND
 NN0690'1 FOOT SOUTHWEST OF TELEPHONE POLE.  IT IS STAMPED SCHOOL
 NN0690'1949 AND PROJECTS 3 INCHES.
 NN0690'
 NN0690'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NN0690'AND STATE HIGHWAY 11 IN THE SOUTHEAST EDGE OF ATKINSON, GO
 NN0690'SOUTH ON STATE HIGHWAY 11 FOR 6.6 MILES TO FORKS WHERE STATE
 NN0690'HIGHWAY 11 BEARS TO THE LEFT, CONTINUE STRAIGHT AHEAD ON
 NN0690'DIRT ROAD FOR 0.1 MILE TO DRIVEWAY TO SCHOOL HOUSE ON THE LEFT,
 NN0690'TURN LEFT INTO SCHOOL YARD AND STATION IN THE SOUTHEAST
 NN0690'CORNER OF SCHOOL YARD AS DESCRIBED.
 NN0690'
 NN0690'A 47 FOOT SIGNAL AT STATION PETERSON IS VISIBLE AT 37 FEET.
 NN0690'
 NN0690'A 74 FOOT SIGNAL AT STATION TINDALL IS VISIBLE AT 4 FEET.
 NN0690'
 NN0690'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NN0690
 NN0690                          STATION RECOVERY (1954)
 NN0690
 NN0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 NN0690'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NN0690'IN GOOD CONDITION.  THE AZIMUTH MARK WOULD BE DESTROYED
 NN0690'BY NEW ROAD CONSTRUCTION, SO IT WAS RESET.  A DESCRIPTION OF
 NN0690'THE RESET AZIMUTH MARK AND THE NEW DIRECTION FOLLOW.
 NN0690'
 NN0690'AZIMUTH MARK (RESET) IS 0.4 MILE NORTH OF THE STATION, 85
 NN0690'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 11 AND 2 FEET
 NN0690'SOUTH OF WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 NN0690'DISK IS STAMPED SCHOOL 1949 RESET 1954.
 NN0690
 NN0690                          STATION RECOVERY (1964)
 NN0690
 NN0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NN0690'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NN0690'FOUND IN GOOD CONDITION, EXCEPT THAT REFERENCE MARK NO. 2
 NN0690'WAS FOUND DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 NN0690'THE SCHOOLHOUSE IS GONE AND THERE ARE OTHER LOCAL CHANGES,
 NN0690'SO A COMPLETE DESCRIPTION FOLLOWS.  THE AZIMUTH MARK IS
 NN0690'VISIBLE FROM THE STATION.  BUT A HIGHWAY SIGN HAS BEEN PLACED
 NN0690'ON LINE BETWEEN THE STATION AND THE AZIMUTH MARK, SO IT
 NN0690'WAS NOT USED FOR RELOCATING THE NEW REFERENCE MARK.
 NN0690'
 NN0690'STATION IS LOCATED ABOUT 6 AND 1/2 MILES SOUTH OF THE TOWN
 NN0690'OF ATKINSON AT THE FORMER SITE OF A SCHOOLHOUSE ABOUT 100
 NN0690'YARDS SOUTHWEST OF STATE HIGHWAY 11 WHERE IT CURVES FROM NORTH
 NN0690'TO SOUTHEAST TO SOUTH, 106 FEET WEST-SOUTHWEST OF A 12-INCH
 NN0690'CEDAR TREE, 90 FEET SOUTH-SOUTHWEST OF A 4-INCH CEDAR TREE,
 NN0690'64 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 62 FEET NORTH
 NN0690'OF THE CENTERLINE OF GRAVEL ROAD WHICH IS A CORRECTION-LINE
 NN0690'ROAD, 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE OLD
 NN0690'SCHOOL FOUNDATION, AND 1 FOOT WEST OF A NEW STEEL WITNESS
 NN0690'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 NN0690'STAMPED SCHOOL 1949.
 NN0690'
 NN0690'TO REACH THE STATION FROM THE CHICAGO AND NORTHWESTERN RAILROAD
 NN0690'CROSSING IN THE TOWN OF ATKINSON, GO SOUTH ON STATE HIGHWAY
 NN0690'11 FOR 6.6 MILES TO GRAVEL CROSSROADS AND CORRECTION-LINE.
 NN0690'TURN RIGHT ON GRAVEL ROAD AND GO WEST FOR 0.05 MILE TO THE
 NN0690'STATION ON THE RIGHT.
 NN0690'
 NN0690'REFERENCE MARK NO. 1 IS 60.45 FEET NORTH-NORTHEAST OF THE
 NN0690'STATION, AND 29 FEET SOUTHWEST OF A SMALL 4-INCH CEDAR TREE.
 NN0690'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SCHOOL
 NN0690'NO 1 1949.
 NN0690'
 NN0690'REFERENCE MARK NO. 3 IS 208.98 FEET WEST OF THE STATION,
 NN0690'35 FEET NORTH OF THE CENTERLINE OF EAST-WEST GRAVEL ROAD
 NN0690'(CORRECTION-LINE ROAD), 3 FEET WEST OF A POWER AND TELEPHONE
 NN0690'POLE WITH METER BOXES, AND 4 FEET EAST OF A POST.  THE MARK
 NN0690'PROJECTS 6 INCHES AND THE DISK IS STAMPED SCHOOL NO 3 1949.
 NN0690'
 NN0690'AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 85 FEET WEST
 NN0690'OF THE CENTERLINE OF STATE HIGHWAY 11, AND 1 FOOT SOUTH OF A
 NN0690'NEW WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NN0690'IS STAMPED SCHOOL 1949 RESET 1954.
 NN0690'
 NN0690'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 NN0690'ROAD FOR 0.05 MILE, THENCE TURN RIGHT AND GO NORTH ON GRAVEL
 NN0690'ROAD AND STATE HIGHWAY 11 FOR 0.4 MILE TO THE AZIMUTH MARK
 NN0690'ON THE LEFT AS DESCRIBED.
 NN0690'
 NN0690'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0838 ***********************************************************************
 LG0838  DESIGNATION -  SCHOOL
 LG0838  PID         -  LG0838
 LG0838  STATE/COUNTY-  NE/THAYER
 LG0838  USGS QUAD   -  ALEXANDRIA (1980)
 LG0838
 LG0838                         *CURRENT SURVEY CONTROL
 LG0838  ___________________________________________________________________
 LG0838* NAD 83(1995)-  40 08 48.60924(N)    097 29 06.51386(W)     ADJUSTED  
 LG0838* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 LG0838  ___________________________________________________________________
 LG0838  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 LG0838  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 LG0838
 LG0838  HORZ ORDER  -  SECOND
 LG0838
 LG0838.The horizontal coordinates were established by classical geodetic methods
 LG0838.and adjusted by the National Geodetic Survey in August 1997..
 LG0838
 LG0838.The orthometric height was scaled from a topographic map.
 LG0838
 LG0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0838
 LG0838.The geoid height was determined by GEOID03.
 LG0838
 LG0838;                    North         East     Units Scale Factor Converg.
 LG0838;SPC NE       -    37,925.979   714,248.917   MT  0.99993686   +1 39 59.7
 LG0838;SPC KS N     -   201,459.622   443,874.569   MT  1.00007921   +0 19 32.7
 LG0838;UTM  14      - 4,445,154.705   629,032.932   MT  0.99980496   +0 58 36.6
 LG0838
 LG0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0838!SPC NE       -   0.99993060  x   0.99993686  =   0.99986747
 LG0838!SPC KS N     -   0.99993060  x   1.00007921  =   1.00000981
 LG0838!UTM  14      -   0.99993060  x   0.99980496  =   0.99973558
 LG0838
 LG0838:                Primary Azimuth Mark                     Grid Az
 LG0838:SPC NE       -  GILEAD ST JOSEPH CHURCH SPIRE            091 48 44.8
 LG0838:SPC KS N     -  GILEAD ST JOSEPH CHURCH SPIRE            093 09 11.8
 LG0838:UTM  14      -  GILEAD ST JOSEPH CHURCH SPIRE            092 30 07.9
 LG0838
 LG0838|---------------------------------------------------------------------|
 LG0838| PID    Reference Object                     Distance      Geod. Az  |
 LG0838|                                                           dddmmss.s |
 LG0838| LG0836 GILEAD ST JOSEPH CHURCH SPIRE       APPROX. 5.8 KM 0932844.5 |
 LG0838| CN9739 SCHOOL RM 2                           8.559 METERS 09430     |
 LG0838| CN9737 SCHOOL AZ MK                                       2715337.4 |
 LG0838| CN9738 SCHOOL RM 1                          24.872 METERS 35902     |
 LG0838|---------------------------------------------------------------------|
 LG0838
 LG0838                          SUPERSEDED SURVEY CONTROL
 LG0838
 LG0838  NAD 83(1986)-  40 08 48.61501(N)    097 29 06.51415(W) AD(       ) 2
 LG0838  NAD 27      -  40 08 48.60600(N)    097 29 05.37300(W) AD(       ) 2
 LG0838
 LG0838.Superseded values are not recommended for survey control.
 LG0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0838.See file dsdata.txt to determine how the superseded data were derived.
 LG0838
 LG0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK2903345155(NAD 83)
 LG0838_MARKER: DS = TRIANGULATION STATION DISK
 LG0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0838
 LG0838  HISTORY     - Date     Condition        Report By
 LG0838  HISTORY     - 1947     MONUMENTED       CGS
 LG0838  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LG0838  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LG0838
 LG0838                          STATION DESCRIPTION
 LG0838
 LG0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0838'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF HEBRON,
 LG0838'3 MILES WEST-SOUTHWEST OF GILEAD, 0.3 MILE WEST OF A SCHOOL
 LG0838'HOUSE, 38.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 3,
 LG0838'21 FEET EAST OF A TELEPHONE POLE, 6 FEET EAST OF A WITNESS POST,
 LG0838'AND 3 FEET NORTH OF AN EAST-WEST FENCE.  IT PROJECTS 3 INCHES AND
 LG0838'IS STAMPED SCHOOL 1947.
 LG0838'
 LG0838'REFERENCE MARK NO. 1 IS 43.3 FEET NORTH OF THE CENTER OF STATE
 LG0838'HIGHWAY NO. 3.  IT PROJECTS 8 INCHES AND IS STAMPED SCHOOL NO
 LG0838'1 1947.
 LG0838'
 LG0838'REFERENCE MARK NO. 2 IS 41 FEET SOUTH OF THE CENTER OF STATE
 LG0838'HIGHWAY NO. 3 AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT
 LG0838'PROJECTS 3 INCHES AND IS STAMPED SCHOOL NO 2 1947.
 LG0838'
 LG0838'AZIMUTH MARK IS 140 FEET WEST-NORTHWEST OF THE CENTER OF A
 LG0838'CROSSROAD, 39 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 3,
 LG0838'2.5 FEET EAST-SOUTHEAST OF A WITNESS POST, AND 1.0 FOOT SOUTH
 LG0838'OF AN EAST-WEST FENCE LINE.  IT PROJECTS 6 INCHES AND IS
 LG0838'STAMPED SCHOOL 1947.
 LG0838'
 LG0838'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 81 AND
 LG0838'STATE HIGHWAY NO. 3, SOUTHEAST OF HEBRON, GO EAST ON STATE
 LG0838'HIGHWAY NO. 3 FOR 4.8 MILES TO THE TOP OF A GRADE AND THE STATION
 LG0838'ON THE RIGHT AS DESCRIBED.
 LG0838'
 LG0838'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG0838'HIGHWAY NO. 3 FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LG0838'DESCRIBED.
 LG0838'
 LG0838'A 74 FOOT SIGNAL AT GILEAD IS VISIBLE AT 4 FEET.
 LG0838'
 LG0838'A 74 FOOT SIGNAL AT CORDING IS VISIBLE AT 4 FEET.
 LG0838'
 LG0838'AN 87 FOOT SIGNAL AT HEBRON IS VISIBLE AT 4 FEET.
 LG0838'
 LG0838'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LG0838
 LG0838                          STATION RECOVERY (1961)
 LG0838
 LG0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 LG0838'THE LOCATION OF THIS STATION WAS VISITED AND THE AZIMUTH MARK
 LG0838'WAS RECOVERED AS DESCRIBED.  NEBRASKA HIGHWAY OFFICIALS HAD
 LG0838'REQUESTED THAT THE AZIMUTH MARK BE MOVED.  ROAD CONSTRUCTION WORK
 LG0838'WAS COMPLETED AT THE DESCRIBED SITE OF THE STATION AND REFERENCE
 LG0838'MARKS.  TWO CONCRETE POSTS WITH THEIR TOPS SHEARED OFF WERE
 LG0838'FOUND ALONG THE SOUTH SIDE OF THE HIGHWAY NEAR THE DESCRIBED
 LG0838'STATION SITE.  THE CENTERLINE FOR THE NEW HIGHWAY FOLLOWED THE
 LG0838'CENTERLINE FOR THE OLD HIGHWAY AS THE PLANS FOR CONSTRUCTION
 LG0838'SHOWED IT.  USING THE REFERENCE MEASUREMENTS FROM THE
 LG0838'ORIGINAL DESCRIPTION, THIS PLACES THE STATION LOCATION IN A
 LG0838'CUT ALONG THE SOUTH SIDE OF THE ROAD WHICH IS ABOUT 8 FEET
 LG0838'DEEP.  SOME PROBING WAS DONE ALONG THE BACK SLOPE.  IT IS THE
 LG0838'CONSENUS OF THE WRITER THAT THE STATION SHOULD BE LISTED AS
 LG0838'COMPLETELY DESTROYED.  THE DISK WAS REMOVED FROM THE AZIMUTH
 LG0838'MARK POST WHEN THE STATION WAS NOT RECOVERED.  THE
 LG0838'NEBRASKA HIGHWAY PERSONNEL CONTACTED ON THIS PROJECT
 LG0838'WERE INFORMED THAT WHEN ONE OF OUR MARKERS WITH AN ARROW WAS
 LG0838'FOUND, THERE WAS A TRIANGULATION STATION AND OTHER MARKERS IN
 LG0838'THE GENERAL AREA.
 LG0838
 LG0838                          STATION RECOVERY (1970)
 LG0838
 LG0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LG0838'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 LG0838'AZIMUTH MARK HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  THE SITE OF
 LG0838'THE MARKS IS NOW IN A DEEP CUT AND THE UNDERGROUND MARK WAS
 LG0838'PROBABLY DESTROYED.  THIS STATION SHOULD BE CONSIDERED LOST.
 LG0838'
 LG0838'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/4 MILES
 LG0838'WEST-SOUTHWEST OF GILEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1225 ***********************************************************************
 LH1225  DESIGNATION -  SCHOOL
 LH1225  PID         -  LH1225
 LH1225  STATE/COUNTY-  NE/KEARNEY
 LH1225  USGS QUAD   -  UPLAND SE (1969)
 LH1225
 LH1225                         *CURRENT SURVEY CONTROL
 LH1225  ___________________________________________________________________
 LH1225* NAD 83(1995)-  40 22 20.00041(N)    098 48 38.37286(W)     ADJUSTED  
 LH1225* NAVD 88     -       644.     (meters)    2113.     (feet)  SCALED    
 LH1225  ___________________________________________________________________
 LH1225  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 LH1225  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 LH1225
 LH1225  HORZ ORDER  -  THIRD
 LH1225
 LH1225.The horizontal coordinates were established by classical geodetic methods
 LH1225.and adjusted by the National Geodetic Survey in August 1997..
 LH1225
 LH1225.The orthometric height was scaled from a topographic map.
 LH1225
 LH1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1225
 LH1225.The geoid height was determined by GEOID03.
 LH1225
 LH1225;                    North         East     Units Scale Factor Converg.
 LH1225;SPC NE       -    60,528.574   600,990.707   MT  0.99985243   +0 47 17.4
 LH1225;UTM  14      - 4,469,088.793   516,073.987   MT  0.99960318   +0 07 21.5
 LH1225
 LH1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1225!SPC NE       -   0.99990293  x   0.99985243  =   0.99975538
 LH1225!UTM  14      -   0.99990293  x   0.99960318  =   0.99950615
 LH1225
 LH1225|---------------------------------------------------------------------|
 LH1225| PID    Reference Object                     Distance      Geod. Az  |
 LH1225|                                                           dddmmss.s |
 LH1225| CN9741 SCHOOL RM 1                          23.305 METERS 06348     |
 LH1225| CN9740 SCHOOL AZ MK                                       0903233.7 |
 LH1225| CN9742 SCHOOL RM 2                          18.115 METERS 34209     |
 LH1225|---------------------------------------------------------------------|
 LH1225
 LH1225                          SUPERSEDED SURVEY CONTROL
 LH1225
 LH1225  NAD 83(1986)-  40 22 20.00688(N)    098 48 38.37300(W) AD(       ) 3
 LH1225  NAD 27      -  40 22 19.95100(N)    098 48 37.10300(W) AD(       ) 3
 LH1225
 LH1225.Superseded values are not recommended for survey control.
 LH1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1225.See file dsdata.txt to determine how the superseded data were derived.
 LH1225
 LH1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1607469089(NAD 83)
 LH1225_MARKER: DS = TRIANGULATION STATION DISK
 LH1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1225
 LH1225  HISTORY     - Date     Condition        Report By
 LH1225  HISTORY     - 1951     MONUMENTED       CGS
 LH1225
 LH1225                          STATION DESCRIPTION
 LH1225
 LH1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1225'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTHEAST OF MINDEN, 7.5
 LH1225'MILES SOUTH OF NORMAN AND IN A SCHOOL YARD.  IT IS 80.0 FEET
 LH1225'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SCHOOLHOUSE, 30.0
 LH1225'FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 19.0
 LH1225'FEET WEST OF THE SOUTHEAST CORNER OF A CEMETERY.  IT IS SET FLUSH
 LH1225'AND STAMPED SCHOOL 1951.
 LH1225'
 LH1225'REFERENCE MARK NO. 1 IS 62.0 FEET NORTH OF THE CENTER OF AN
 LH1225'EAST-WEST GRAVELED ROAD AND 4.0 FEET SOUTHWEST OF THE SOUTHWEST
 LH1225'CORNER OF A SCHOOLHOUSE.  IT IS SET FLUSH AND STAMPED SCHOOL
 LH1225'NO 1 1951.
 LH1225'
 LH1225'REFERENCE MARK NO. 2 IS 1.0 FOOT EAST OF A NORTH-SOUTH FENCE
 LH1225'LINE, WHICH IS BETWEEN THE SCHOOL YARD AND THE CEMETERY.  IT
 LH1225'IS SET FLUSH AND STAMPED SCHOOL NO 2 1951.
 LH1225'
 LH1225'THE DISTANCE BETWEEN REFERENCE MARKS IS 89.7 FEET.
 LH1225'
 LH1225'THE AZIMUTH MARK IS 30.0 FEET EAST OF THE CENTER OF A T ROAD
 LH1225'INTERSECTION, 30.0 FEET NORTH OF A POWER LINE POLE, 1.5 FEET
 LH1225'NORTH OF A WITNESS POST AND 1.0 FOOT EAST OF A NORTH-SOUTH
 LH1225'FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED SCHOOL 1951.
 LH1225'
 LH1225'TO REACH THE STATION FROM THE CROSSROAD JUST NORTHWEST OF THE
 LH1225'DEPOT IN NORMAN, GO WEST ON STATE HIGHWAY 74 FOR 0.45 MILE TO
 LH1225'A CROSSROAD.  TURN LEFT, SOUTH, ON A GRAVELED ROAD FOR 7.4 MILES
 LH1225'TO A T ROAD LEADING WEST AND THE AZIMUTH MARK ON THE LEFT AS
 LH1225'DESCRIBED.  TURN RIGHT, WEST, ON A GRAVELED ROAD FOR 0.5 MILE TO
 LH1225'A SCHOOLHOUSE AND THE STATION ON THE RIGHT AS DESCRIBED.
 LH1225'
 LH1225'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1058 ***********************************************************************
 LG1058  DESIGNATION -  SCHOOL
 LG1058  PID         -  LG1058
 LG1058  STATE/COUNTY-  NE/GAGE
 LG1058  USGS QUAD   -  WYMORE (1970)
 LG1058
 LG1058                         *CURRENT SURVEY CONTROL
 LG1058  ___________________________________________________________________
 LG1058* NAD 83(1995)-  40 02 42.12444(N)    096 39 08.60323(W)     ADJUSTED  
 LG1058* NAVD 88     -       417.     (meters)    1368.     (feet)  SCALED    
 LG1058  ___________________________________________________________________
 LG1058  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 LG1058  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 LG1058
 LG1058  HORZ ORDER  -  THIRD
 LG1058
 LG1058.The horizontal coordinates were established by classical geodetic methods
 LG1058.and adjusted by the National Geodetic Survey in August 1997..
 LG1058
 LG1058.The orthometric height was scaled from a topographic map.
 LG1058
 LG1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1058
 LG1058.The geoid height was determined by GEOID03.
 LG1058
 LG1058;                    North         East     Units Scale Factor Converg.
 LG1058;SPC NE       -    29,036.403   785,600.364   MT  0.99997995   +2 13 06.4
 LG1058;SPC KS N     -   190,886.227   515,003.843   MT  1.00005294   +0 51 09.5
 LG1058;UTM  14      - 4,435,396.187   700,269.357   MT  1.00009377   +1 30 39.3
 LG1058
 LG1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1058!SPC NE       -   0.99993888  x   0.99997995  =   0.99991883
 LG1058!SPC KS N     -   0.99993888  x   1.00005294  =   0.99999182
 LG1058!UTM  14      -   0.99993888  x   1.00009377  =   1.00003265
 LG1058
 LG1058:                Primary Azimuth Mark                     Grid Az
 LG1058:SPC NE       -  BETHEL WELCH C M CHURCH SPIRE            359 17 46.6
 LG1058:SPC KS N     -  BETHEL WELCH C M CHURCH SPIRE            000 39 43.5
 LG1058:UTM  14      -  BETHEL WELCH C M CHURCH SPIRE            000 00 13.7
 LG1058
 LG1058|---------------------------------------------------------------------|
 LG1058| PID    Reference Object                     Distance      Geod. Az  |
 LG1058|                                                           dddmmss.s |
 LG1058| LG1063 BETHEL WELCH C M CHURCH SPIRE       APPROX. 1.6 KM 0013053.0 |
 LG1058| CL7547 SCHOOL AZ MK                                       0015556.0 |
 LG1058| CL7548 SCHOOL RM 1                          14.240 METERS 02325     |
 LG1058| LG1064 WYMORE ST JOHNS LUTHERAN CH         APPROX. 1.2 KM 0893557.2 |
 LG1058| LG1060 SCHOOL 2                             45.015 METERS 10113     |
 LG1058| CL7549 SCHOOL RM 2                          16.840 METERS 17055     |
 LG1058| LG1066 WYMORE IMMANUELS FRIEDHOF CH        APPROX. 4.9 KM 1850259.5 |
 LG1058|---------------------------------------------------------------------|
 LG1058
 LG1058                          SUPERSEDED SURVEY CONTROL
 LG1058
 LG1058  NAD 83(1986)-  40 02 42.13065(N)    096 39 08.59915(W) AD(       ) 3
 LG1058  NAD 27      -  40 02 42.12200(N)    096 39 07.52200(W) AD(       ) 3
 LG1058
 LG1058.Superseded values are not recommended for survey control.
 LG1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1058.See file dsdata.txt to determine how the superseded data were derived.
 LG1058
 LG1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0026935396(NAD 83)
 LG1058_MARKER: DS = TRIANGULATION STATION DISK
 LG1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1058
 LG1058  HISTORY     - Date     Condition        Report By
 LG1058  HISTORY     - 1947     MONUMENTED       CGS
 LG1058  HISTORY     - 1958     GOOD             CGS
 LG1058
 LG1058                          STATION DESCRIPTION
 LG1058
 LG1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1058'THE STATION IS LOCATED ABOUT 5.8 MILES SOUTHEAST OF WYMORE AT THE
 LG1058'JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY S3.  IT IS 0.7 MILE
 LG1058'SOUTH OF THE BLUE VALLEY SCHOOL HOUSE AND IN THE NORTHWEST ANGLE
 LG1058'OF THE JUNCTION.  IT IS 53 FEET WEST OF THE CENTER OF U.S. 77,
 LG1058'97 FEET NORTH OF THE CENTER OF STATE S3 AND 38 FEET SOUTHEAST
 LG1058'OF THE CENTER OF A GRAVELED ROAD.  IT IS STAMPED SCHOOL 1947
 LG1058'AND IS FLUSH WITH THE GROUND.
 LG1058'
 LG1058'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE CENTER OF U.S. 77,
 LG1058'32 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD AND IS
 LG1058'ABOUT 1.5 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED
 LG1058'SCHOOL NO 1 1947 AND IS FLUSH WITH THE GROUND.
 LG1058'
 LG1058'REFERENCE MARK NO. 2 IS 45.5 FEET WEST OF THE CENTER OF U.S. 77
 LG1058'AND 44 FEET NORTH OF THE CENTER OF STATE S3.  IT IS STAMPED
 LG1058'SCHOOL NO 2 1947 AND IS FLUSH WITH THE GROUND.
 LG1058'
 LG1058'AZIMUTH MARK IS 0.2 MILE SOUTH-SOUTHEAST OF THE BLUE VALLEY
 LG1058'SCHOOL HOUSE ON THE RIGHT-OF-WAY, 38 FEET EAST OF THE CENTER OF
 LG1058'U.S. HIGHWAY 77.  IT IS 29.5 FEET SOUTH OF A TELEPHONE POLE WITH
 LG1058'THE NUMERAL 5 ON THE WEST SIDE, 1 FOOT WEST OF A NORTH-SOUTH
 LG1058'FENCE LINE AND 3 FEET SOUTH OF A 4-INCH SQUARE WHITE WOODEN
 LG1058'WITNESS POST PROJECTING 2.5 FEET.  IT IS STAMPED SCHOOL 1947 AND
 LG1058'PROJECTS 8 INCHES.
 LG1058'
 LG1058'TO REACH FROM THE POST OFFICE IN WYMORE, GO NORTH ON THE MAIN
 LG1058'STREET FOR 0.15 MILE, TURN RIGHT AND FOLLOW U.S. HIGHWAY 77 EAST
 LG1058'AND SOUTH FOR 5.55 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 LG1058'DESCRIBED.  CONTINUE FOR 0.5 MILE TO THE JUNCTION AND STATION.
 LG1058'
 LG1058'A 74 FOOT SIGNAL AT MALICKY IS V.G.
 LG1058'
 LG1058'A 74 FOOT SIGNAL AT LINE IS V.G.
 LG1058
 LG1058                          STATION RECOVERY (1958)
 LG1058
 LG1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LG1058'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG1058'IN GOOD CONDITION.  ROAD CONSTRUCTION ALONG U.S. HIGHWAY 77 WILL
 LG1058'DESTROY ALL THE MARKS EXCEPT THE AZIMUTH MARK WHICH MIGHT BE HIT
 LG1058'BY ROAD MACHINERY.  THE STATION AND BOTH REFERENCE MARKS WERE
 LG1058'MOVED AND ANOTHER AZIMUTH MARK WAS SET.  A COMPLETE DESCRIPTION
 LG1058'OF SCHOOL 2 1958 WILL GIVE ALL DETAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1060 ***********************************************************************
 LG1060  DESIGNATION -  SCHOOL 2
 LG1060  PID         -  LG1060
 LG1060  STATE/COUNTY-  NE/GAGE
 LG1060  USGS QUAD   -  WYMORE (1970)
 LG1060
 LG1060                         *CURRENT SURVEY CONTROL
 LG1060  ___________________________________________________________________
 LG1060* NAD 83(1995)-  40 02 41.84052(N)    096 39 06.74053(W)     ADJUSTED  
 LG1060* NAVD 88     -       417.     (meters)    1368.     (feet)  SCALED    
 LG1060  ___________________________________________________________________
 LG1060  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 LG1060  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 LG1060
 LG1060  HORZ ORDER  -  THIRD
 LG1060
 LG1060.The horizontal coordinates were established by classical geodetic methods
 LG1060.and adjusted by the National Geodetic Survey in August 1997..
 LG1060.No horizontal observational check was made to the station.
 LG1060
 LG1060.The orthometric height was scaled from a topographic map.
 LG1060
 LG1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1060
 LG1060.The geoid height was determined by GEOID03.
 LG1060
 LG1060;                    North         East     Units Scale Factor Converg.
 LG1060;SPC NE       -    29,029.362   785,644.824   MT  0.99997999   +2 13 07.7
 LG1060;UTM  14      - 4,435,388.597   700,313.732   MT  1.00009399   +1 30 40.5
 LG1060
 LG1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1060!SPC NE       -   0.99993888  x   0.99997999  =   0.99991887
 LG1060!UTM  14      -   0.99993888  x   1.00009399  =   1.00003287
 LG1060
 LG1060:                Primary Azimuth Mark                     Grid Az
 LG1060:SPC NE       -  WYMORE ST JOHNS LUTHERAN CH              086 56 45.7
 LG1060:UTM  14      -  WYMORE ST JOHNS LUTHERAN CH              087 39 12.9
 LG1060
 LG1060|---------------------------------------------------------------------|
 LG1060| PID    Reference Object                     Distance      Geod. Az  |
 LG1060|                                                           dddmmss.s |
 LG1060| LG1064 WYMORE ST JOHNS LUTHERAN CH         APPROX. 1.2 KM 0890953.4 |
 LG1060| CL7551 SCHOOL 2 RM 3                         7.300 METERS 23907     |
 LG1060| LG1058 SCHOOL                               45.015 METERS 28113     |
 LG1060| CL7552 SCHOOL 2 RM 4                        10.104 METERS 30931     |
 LG1060| CL7550 SCHOOL 2 AZ MK RESET                               3500935.9 |
 LG1060| CL7547 SCHOOL AZ MK                                       3585727.3 |
 LG1060|---------------------------------------------------------------------|
 LG1060
 LG1060                          SUPERSEDED SURVEY CONTROL
 LG1060
 LG1060  NAD 83(1986)-  40 02 41.84673(N)    096 39 06.73646(W) AD(       ) 3
 LG1060  NAD 27      -  40 02 41.83800(N)    096 39 05.65900(W) AD(       ) 3
 LG1060
 LG1060.Superseded values are not recommended for survey control.
 LG1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1060.See file dsdata.txt to determine how the superseded data were derived.
 LG1060
 LG1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0031435389(NAD 83)
 LG1060_MARKER: DS = TRIANGULATION STATION DISK
 LG1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LG1060
 LG1060  HISTORY     - Date     Condition        Report By
 LG1060  HISTORY     - 1958     MONUMENTED       CGS
 LG1060
 LG1060                          STATION DESCRIPTION
 LG1060
 LG1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 LG1060'STATION IS LOCATED ABOUT 6 MILES SOUTH OF WYMORE AND 4 MILES
 LG1060'WEST OF BARNESTON AT THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 LG1060'HIGHWAY 3 S, 0.7 MILE SOUTH OF BLUE VALLEY SCHOOL, IN THE
 LG1060'NORTHEAST ANGLE OF THE JUNCTION, 94 FEET EAST OF THE CENTER OF
 LG1060'U.S. HIGHWAY 77, AND 66 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 LG1060'3 S.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED SCHOOL 2
 LG1060'1958.
 LG1060'
 LG1060'REFERENCE MARK NO. 3 IS 73 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 LG1060'77 AND 54 FEET NORTH OF THE CENTER OF STATE HIGHWAY 3 S.  THE
 LG1060'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 LG1060'STAMPED SCHOOL 2 NO 3 1958.
 LG1060'
 LG1060'REFERENCE MARK NO. 4 IS 88 FEET NORTH OF THE CENTER OF STATE
 LG1060'HIGHWAY 3 S AND 68 FEET EAST OF THE CENTER OF U.S. HIGHWAY 77.
 LG1060'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 LG1060'IS STAMPED SCHOOL 2 NO 4 1958.
 LG1060'
 LG1060'AZIMUTH MARK (1947) IS 0.5 MILE NORTH OF THE STATION, 50 FEET
 LG1060'EAST OF THE CENTER OF NEW U.S. HIGHWAY 77, AND 3 FEET SOUTH OF
 LG1060'A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG1060'STAMPED SCHOOL 1947.
 LG1060'
 LG1060'AZIMUTH MARK (RESET) IS 0.3 MILE NORTH OF THE STATION IN THE
 LG1060'FARMYARD OF L.L. JONES, 56 FEET EAST-SOUTHEAST OF THE NORTHEAST
 LG1060'CORNER OF BARN, 4 FEET EAST OF A FENCE CORNER, AND 1 FOOT SOUTH
 LG1060'OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LG1060'SCHOOL 2 RESET 1958.
 LG1060'
 LG1060'TO REACH THE STATION FROM THE POST OFFICE IN WYMORE, GO WEST FOR
 LG1060'0.45 MILE TO U.S. HIGHWAY 77.  TURN LEFT AND GO SOUTH FOR 6.0
 LG1060'MILES TO THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 3 S
 LG1060'AND THE STATION AS DESCRIBED.
 LG1060'
 LG1060'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0651 ***********************************************************************
 NN0651  DESIGNATION -  SCHOOLHSE BELFRY W OF ORCHARD
 NN0651  PID         -  NN0651
 NN0651  STATE/COUNTY-  NE/ANTELOPE
 NN0651  USGS QUAD   -  EWING (1986)
 NN0651
 NN0651                         *CURRENT SURVEY CONTROL
 NN0651  ___________________________________________________________________
 NN0651* NAD 83(1995)-  42 20 08.15446(N)    098 17 05.32939(W)     ADJUSTED  
 NN0651* NAVD 88     -                                                        
 NN0651  ___________________________________________________________________
 NN0651  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 NN0651  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 NN0651
 NN0651  HORZ ORDER  -  THIRD
 NN0651
 NN0651.The horizontal coordinates were established by classical geodetic methods
 NN0651.and adjusted by the National Geodetic Survey in August 1997..
 NN0651
 NN0651
 NN0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0651
 NN0651.The geoid height was determined by GEOID03.
 NN0651
 NN0651;                    North         East     Units Scale Factor Converg.
 NN0651;SPC NE       -   279,226.666   641,312.670   MT  0.99976349   +1 08 11.9
 NN0651;UTM  14      - 4,687,286.085   558,917.935   MT  0.99964271   +0 28 54.0
 NN0651
 NN0651                          SUPERSEDED SURVEY CONTROL
 NN0651
 NN0651  NAD 83(1986)-  42 20 08.15953(N)    098 17 05.33222(W) AD(       ) 4
 NN0651  NAD 27      -  42 20 08.14200(N)    098 17 04.05700(W) AD(       ) 3
 NN0651
 NN0651.Superseded values are not recommended for survey control.
 NN0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0651.See file dsdata.txt to determine how the superseded data were derived.
 NN0651
 NN0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNM5891887286(NAD 83)
 NN0651_MARKER: 75 = BELFRY
 NN0651
 NN0651  HISTORY     - Date     Condition        Report By
 NN0651  HISTORY     - 1900     FIRST OBSERVED   CGS
 NN0651  HISTORY     - 1935     GOOD             CGS
 NN0651
 NN0651                          STATION DESCRIPTION
 NN0651
 NN0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CMC)
 NN0651'APPARENTLY, THE POINT SHOWN ON THE MAP AND DESCRIBED THEREON
 NN0651'AS SCHOOLHOUSE BELFRY, 3 MI. W. OF ORCHARD IS ACTUALLY THE
 NN0651'ONE WHICH IS LOCATED AT THE SOUTHEAST CORNER OF SECTION 6,
 NN0651'T.27 N., R 8 W. 2 MILES WEST OF ORCHARD.  ACCORDING TO MR.
 NN0651'HOWARD, PRESIDENT OF THE BOARD DISTRICT 90, THIS IS THE
 NN0651'ONLY SCHOOLHOUSE THERE HAS EVER BEEN IN THE VICINITY AND IS
 NN0651'THE ORIGINAL ONE.  THE BELFRY IS STILL STANDING AS IN 1900.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1412 ***********************************************************************
 LF1412  DESIGNATION -  SCHUMACHER
 LF1412  PID         -  LF1412
 LF1412  STATE/COUNTY-  NE/OTOE
 LF1412  USGS QUAD   -  PAUL (1966)
 LF1412
 LF1412                         *CURRENT SURVEY CONTROL
 LF1412  ___________________________________________________________________
 LF1412* NAD 83(1995)-  40 36 52.22081(N)    095 58 00.02031(W)     ADJUSTED  
 LF1412* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 LF1412  ___________________________________________________________________
 LF1412  LAPLACE CORR-          -8.46  (seconds)                    DEFLEC99
 LF1412  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 LF1412
 LF1412  HORZ ORDER  -  FIRST
 LF1412
 LF1412.The horizontal coordinates were established by classical geodetic methods
 LF1412.and adjusted by the National Geodetic Survey in August 1997..
 LF1412
 LF1412.The orthometric height was scaled from a topographic map.
 LF1412
 LF1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1412
 LF1412.The geoid height was determined by GEOID03.
 LF1412
 LF1412;                    North         East     Units Scale Factor Converg.
 LF1412;SPC NE       -    94,691.112   841,114.837   MT  0.99977857   +2 40 22.3
 LF1412;SPC IA S     -    71,199.600   291,289.535   MT  1.00000038   -1 37 29.3
 LF1412;UTM  15      - 4,500,196.561   249,033.015   MT  1.00037534   -1 55 56.0
 LF1412;UTM  14      - 4,500,388.960   756,606.530   MT  1.00041058   +1 58 32.4
 LF1412
 LF1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1412!SPC NE       -   0.99994396  x   0.99977857  =   0.99972255
 LF1412!SPC IA S     -   0.99994396  x   1.00000038  =   0.99994434
 LF1412!UTM  15      -   0.99994396  x   1.00037534  =   1.00031928
 LF1412!UTM  14      -   0.99994396  x   1.00041058  =   1.00035452
 LF1412
 LF1412:                Primary Azimuth Mark                     Grid Az
 LF1412:SPC NE       -  NEBRASKA CITY WILSON PACK STK            052 00 51.5
 LF1412:SPC IA S     -  NEBRASKA CITY WILSON PACK STK            056 18 43.1
 LF1412:UTM  15      -  NEBRASKA CITY WILSON PACK STK            056 37 09.8
 LF1412:UTM  14      -  NEBRASKA CITY WILSON PACK STK            052 42 41.4
 LF1412
 LF1412|---------------------------------------------------------------------|
 LF1412| PID    Reference Object                     Distance      Geod. Az  |
 LF1412|                                                           dddmmss.s |
 LF1412| LF1407 NEBRASKA CITY WILSON PACK STK       APPROX. 9.8 KM 0544113.8 |
 LF1412| LF1404 NEBRASKA CITY WILSON PACK TANK      APPROX. 9.9 KM 0544332.9 |
 LF1412| CL7560 SCHUMACHER RM 1                      47.731 METERS 10025     |
 LF1412| LF1414 PAUL ST JOSEPHS CATH CH SPIRE       APPROX. 4.6 KM 1442714.2 |
 LF1412| CL7564 SCHUMACHER RM 3                     245.087 METERS 18148     |
 LF1412| CL7562 SCHUMACHER RM 2                     443.280 METERS 1882650.9 |
 LF1412| CL7561 SCHUMACHER RM 1A                    APPROX. 0.6 KM 2282408.5 |
 LF1412| CL7565 SCHUMACHER RM 4                     223.812 METERS 26838     |
 LF1412| CL7566 SCHUMACHER RM 5                                    26906     |
 LF1412| CL7563 SCHUMACHER RM 2A                    APPROX. 0.7 KM 3130417.2 |
 LF1412| CL7559 SCHUMACHER AZ MK                                   3354633.7 |
 LF1412|---------------------------------------------------------------------|
 LF1412
 LF1412                          SUPERSEDED SURVEY CONTROL
 LF1412
 LF1412  NAD 83(1986)-  40 36 52.22737(N)    095 58 00.01655(W) AD(       ) 1
 LF1412  NAD 27      -  40 36 52.23700(N)    095 57 58.99100(W) AD(       ) 1
 LF1412
 LF1412.Superseded values are not recommended for survey control.
 LF1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1412.See file dsdata.txt to determine how the superseded data were derived.
 LF1412
 LF1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF4903300197(NAD 83)
 LF1412_MARKER: DS = TRIANGULATION STATION DISK
 LF1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1412_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LF1412
 LF1412  HISTORY     - Date     Condition        Report By
 LF1412  HISTORY     - 1934     MONUMENTED       CGS
 LF1412  HISTORY     - 1947     GOOD             CGS
 LF1412  HISTORY     - 1953     GOOD             CGS
 LF1412  HISTORY     - 1970     GOOD             NGS
 LF1412  HISTORY     - 1975     GOOD             LOCENG
 LF1412
 LF1412                          STATION DESCRIPTION
 LF1412
 LF1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LF1412'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH AND 5-1/2 MILES WEST OF
 LF1412'NEBRASKA CITY, 3-3/4 MILES WEST AND 1-1/4 MILES NORTH OF PAUL, IN
 LF1412'SOUTHWEST QUARTER OF SEC. 33, T. 8 N., R. 13 E. ON CULTIVATED
 LF1412'KNOLL ON QUARTER-SECTION LINE WHICH SEPARATES A FIELD TO THE
 LF1412'SOUTH AND NORTH.  SURFACE AND UNDERGROUND MARKS ARE SET AS
 LF1412'DESCRIBED.
 LF1412'
 LF1412'REACHED FROM PAUL (A SMALL TOWN 5-1/2 MILES SOUTH AND 2 MILES
 LF1412'WEST OF NEBRASKA CITY) BY GOING WEST FROM THE POST OFFICE 2.0
 LF1412'MILES, TURN RIGHT (NORTH) AND GO 1.0 MILE, THEN LEFT (WEST)
 LF1412'1.8 MILES TO LANE LEADING TO WHITE HOUSE WITH RED BARN, TURN
 LF1412'RIGHT (NORTH) INTO LANE, GO 0.15 MILE TO HOUSE, PASS THROUGH
 LF1412'GATE AT SOUTHWEST CORNER OF RED BARN, GO NORTH 0.2 MILE TO GATE,
 LF1412'TURN RIGHT (EAST) AND GO 0.1 MILE TO HIGHEST POINT ON HILL AND
 LF1412'STATION.  LAND OWNED AND OCCUPIED BY H. SCHUMACHER.
 LF1412'
 LF1412'STATION IS ON QUARTER-SECTION LINE (WHICH WAS EVIDENTLY ONCE
 LF1412'A FENCE LINE) THAT SEPARATES TWO FIELDS.  MARK IS APPROXAMETLY
 LF1412'18 INCHES BELOW THE SURFACE OF THE GROUND.
 LF1412'
 LF1412'REFERENCE MARK NO. 1 IS 47.731 METERS (156.60 FEET)
 LF1412'EAST-SOUTHEAST OF STATION, 30 FEET SOUTH OF QUARTER-SECTION
 LF1412'LINE AND SET APPROXIMATELY 12 INCHES BELOW SURFACE OF GROUND.
 LF1412'
 LF1412'REFERENCE MARK NO. 2 IS 44.328 METERS (145.43 FEET)
 LF1412'SOUTH OF STATION AND SET APPROXIMATELY 12 INCHES BELOW THE
 LF1412'SURFACE OF THE GROUND.
 LF1412'
 LF1412'REFERENCE MARK NO. 1A IS 2099.03 FEET SOUTHWEST OF
 LF1412'STATION, 244 FEET NORTH OF CENTERLINE OF EAST-AND-WEST ROAD, 30
 LF1412'FEET EAST OF CENTERLINE OF NORTH-AND-SOUTH ROAD AND PROJECTS
 LF1412'APPROXIMATELY 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 LF1412'
 LF1412'REFERENCE MARK NO. 2A IS 2197.56 FEET NORTHWEST OF
 LF1412'STATION, 225 FEET NORTHEAST OF NORTHEAST CORNER OF LARGE WHITE
 LF1412'FARMHOUSE, 27 FEET EAST OF CENTERLINE OF NORTH-AND-SOUTH ROAD,
 LF1412'2.5 FEET WEST OF NORTH-AND-SOUTH WIRE FENCE AND PROJECTS ABOUT
 LF1412'5 INCHES ABOVE GROUND.
 LF1412'
 LF1412'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE
 LF1412'NORTH-NORTHWEST OF STATION.  TO REACH FROM STATION, GO ABOUT 0.3
 LF1412'MILE SOUTHWEST OF EAST-AND-WEST ROAD JUST SOUTH OF MR. SCHUMACHERS
 LF1412'HOUSE.  TURN RIGHT (WEST) GO 0.1 MILE, THENCE RIGHT (NORTH) 1.0
 LF1412'MILE TO CROSS ROAD AND MARK ON LEFT.  MARK IS 83 FEET NORTH OF
 LF1412'CENTERLINE OF EAST-AND-WEST ROAD, 27 FEET WEST OF CENTERLINE OF
 LF1412'ROAD LEADING TO MARK AND PROJECTS ABOUT 8 INCHES ABOVE THE
 LF1412'GROUND.
 LF1412'
 LF1412'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LF1412
 LF1412                          STATION RECOVERY (1947)
 LF1412
 LF1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LF1412'LETTERS OF MR. A. SCHUMACHER, NEBRASKA CITY, NEBRASKA DATED
 LF1412'NOVEMBER 25, 1935 AND OCTOBER, 1947-
 LF1412'
 LF1412'REFERENCE MARK NO. 1 WAS REMOVED DUE TO FARMING OPERATIONS.
 LF1412'
 LF1412'REFERENCE MARK DISK STAMPED SCHUMACHER NO 1A 134 RECEIVED
 LF1412'AT THIS OFFICE 10/17/47.
 LF1412
 LF1412                          STATION RECOVERY (1953)
 LF1412
 LF1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 LF1412'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION EXCEPT
 LF1412'REFERENCE MARK NO. 2A WHICH HAD BEEN HIT BY ROAD MACHINERY.
 LF1412'THIS MARK WAS DESTROYED.  UNDERGROUND REFERENCE MARKS NO. 1 AND
 LF1412'NO. 2 WERE REMOVED FROM A CULTIVATED FIELD AT THE REQUEST OF
 LF1412'MR. ALVIN SCHUMACHER UPON WHOSE PROPERTY THE STATION IS LOCATED.
 LF1412'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE
 LF1412'DESCRIPTION FOLLOWS.
 LF1412'
 LF1412'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF NEBRASKA CITY
 LF1412'AND 4 MILES WEST-NORTHWEST OF THE SMALL TOWN OF PAUL IN THE
 LF1412'SW 1/4 OF SEC. 33, T. 8 N., R. 13 E. ON A CULTIVATED KNOLL ON
 LF1412'LAND OWNED AND OCCUPIED BY MR. ALVIN SCHUMACHER, ABOUT 400 YARDS
 LF1412'NORTHEAST OF HIS FARM BUILDINGS, 735 FEET EAST OF FENCE CORNER
 LF1412'WHERE A LANE OPENS INTO PASTURE, AND 638 FEET NORTH OF THE
 LF1412'NORTHEAST CORNER OF HOG PASTURE.  THE MARK IS 14 INCHES BELOW
 LF1412'THE SURFACE OF CULTIVATED FIELD AND THE DISK IS STAMPED
 LF1412'SCHUMACHER 1934.
 LF1412'
 LF1412'REFERENCE MARK NO. 3 IS 804.09 FEET SOUTH OF THE STATION, 168
 LF1412'FEET SOUTH OF THE NORTHEAST CORNER OF HOG PASTURE, 122 FEET NORTH
 LF1412'OF THE SOUTHEAST CORNER OF HOG PASTURE, AND 1 FOOT EAST OF FENCE.
 LF1412'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED SCHAUMACHER
 LF1412'NO 3 1934.
 LF1412'
 LF1412'REFERENCE MARK NO. 4 IS 734.29 FEET WEST OF THE STATION, ABOUT
 LF1412'300 YARDS NORTH OF BARN, 3 FEET SOUTH OF FENCE CORNER WHERE LANE
 LF1412'OPENS INTO PASTURE, AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 LF1412'6 INCHES AND THE DISK IS STAMPED SCHUMACHER NO 4 1934.
 LF1412'
 LF1412'THE AZIMUTH MARK IS 0.7 MILE NORTH-NORTHWEST OF THE STATION,
 LF1412'83 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD AND 27 FEET
 LF1412'WEST OF THE CENTER OF A NORTH-SOUTH ROAD.  THE MARK PROJECTS 6
 LF1412'INCHES AND THE DISK IS STAMPED SCHUMACHER 1934.  AZIMUTH MARK
 LF1412'WAS NOT VISIBLE FROM THE GROUND AT THE STATION BECAUSE OF A
 LF1412'HEDGEROW NEAR THE AZIMUTH MARK.
 LF1412'
 LF1412'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 73 AND
 LF1412'75 AND STATE HIGHWAY 2 IN NEBRASKA CITY, GO WEST ON STATE HIGHWAY
 LF1412'2 FOR 6.3 MILES TO A SCHOOL ON THE LEFT AND CROSSROADS.  TURN LEFT
 LF1412'AND GO SOUTH FOR 3.0 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 LF1412'CONTINUE SOUTH FOR 1.0 MILE TO CROSSROADS.  TURN LEFT AND GO EAST
 LF1412'FOR 0.15 MILE TO A FARM LANE ON THE LEFT, TURN LEFT INTO FARM
 LF1412'LANE AND GO NORTH FOR 0.1 MILE TO MR. SCHUMACHERS HOUSE.  BEAR
 LF1412'RIGHT PASS THE SOUTHSIDE OF GRANARY AND GO EAST ALONG HOG PASTURE
 LF1412'FENCE FOR 0.15 MILE TO SOUTHEAST CORNER OF HOG PASTURE.  THE
 LF1412'STATION IS ABOUT 300 YARDS NORTH ACROSS A CULTIVATED FIELD
 LF1412'FROM THIS POINT AND MAY BE DRIVEN BY AUTOMOBILE WHEN THERE IS
 LF1412'NOT A GROWING CROP.
 LF1412'
 LF1412'OBSERVATIONS MADE IN 1953 AT STATION SCHUMACHER-
 LF1412'
 LF1412'THE DISTANCE FROM THE REFERENCE MARKS WAS MEASURED TO THE
 LF1412'STATION WITH A 300-FOOT TAPE AND IS A SLOPE MEASUREMENT.
 LF1412'
 LF1412'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE DESCRIBED.
 LF1412
 LF1412                          STATION RECOVERY (1970)
 LF1412
 LF1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LF1412'THE STATION MARK, REFERENCE MARK NO. 3, AND THE AZIMUTH MARK
 LF1412'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND WERE FOUND IN GOOD
 LF1412'CONDITION.  A SMALL AMOUNT OF CLEARING IS REQUIRED AT A HEDGE ROW
 LF1412'NEAR THE AZIMUTH MARK SITE TO MAKE VISIBLE FROM THE STATION.
 LF1412'REFERENCE MARK NO. 4 WAS FOUND DISPLACED AND WAS RESET IN A
 LF1412'FENCE LINE AT THE REQUEST OF THE PROPERTY OWNER.  THE DISTANCE
 LF1412'TO REFERENCE MARK NO. 3 FAILED TO CHECK BY 1.0 FEET AND THE
 LF1412'DIRECTION MISSED BY 22 SECONDS.  THE OLD INTERSECTION STATIONS
 LF1412'IN DUNBAR AND OTOE ARE STILL IN PLACE BUT DUE TO WEATHER THEY
 LF1412'WERE NOT VISIBLE AT TIME OF THE OBSERVATION.  THE DISTANCE
 LF1412'TO THE REFERENCE MARKS ARE DIFFICULT TO MEASURE DUE TO
 LF1412'TERRACES AND THE DISTANCE.  THE OLD DESCRIPTION WAS FOUND
 LF1412'ADEQUATE FOR RECOVERY.
 LF1412'
 LF1412'REFERENCE MARK NO. 5 WAS SET.
 LF1412'
 LF1412'FOLLOWING IS A DESCRIPTION FOR THE NEW MARK.
 LF1412'
 LF1412'REFERNCE MARK NO. 5, A STANDARD DISK STAMPED SCHUMACHER 1934
 LF1412'NO. 5 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LF1412'PROJECTS 3 INCHES.  IT IS 11 FEET SOUTH OF A CORNER FENCE POST,
 LF1412'3 FEET SOUTH-SOUTHEAST OF A FENCE POST WITH A METAL WITNESS SIGN
 LF1412'ATTACHED, AND 1.5 FEET EAST OF A FENCE.
 LF1412'
 LF1412'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 LF1412'
 LF1412'OBSERVATION MADE AT SCHUMACHER REFERENCE MARK NO. 3
 LF1412'
 LF1412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 7 MILES
 LF1412'SW OF NEBRASKA CITY.
 LF1412
 LF1412                          STATION RECOVERY (1975)
 LF1412
 LF1412'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (RDP)
 LF1412'SCHUMACHER RECOVERED GOOD BURIED IN FIELD ONLY 10-12 INCHES.
 LF1412'
 LF1412'RM. 5 RECOVERED GOOD.
 LF1412'
 LF1412'RM. 3 RECOVERED GOOD HAS W.P.
 LF1412'
 LF1412'WITH PERMISSION OF LANDOWNER AND NO CROP IN THE GROUND.
 LF1412'
 LF1412'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MI SW OF NEBR CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1858 ***********************************************************************
 MK1858  DESIGNATION -  SCHUYLER CITY LT AND PWR STK
 MK1858  PID         -  MK1858
 MK1858  STATE/COUNTY-  NE/COLFAX
 MK1858  USGS QUAD   -  SCHUYLER (1968)
 MK1858
 MK1858                         *CURRENT SURVEY CONTROL
 MK1858  ___________________________________________________________________
 MK1858* NAD 83(1995)-  41 27 00.45402(N)    097 03 28.47852(W)     ADJUSTED  
 MK1858* NAVD 88     -                                                        
 MK1858  ___________________________________________________________________
 MK1858  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 MK1858  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 MK1858
 MK1858  HORZ ORDER  -  THIRD
 MK1858
 MK1858.The horizontal coordinates were established by classical geodetic methods
 MK1858.and adjusted by the National Geodetic Survey in August 1997..
 MK1858
 MK1858
 MK1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1858
 MK1858.The geoid height was determined by GEOID03.
 MK1858
 MK1858;                    North         East     Units Scale Factor Converg.
 MK1858;SPC NE       -   183,685.829   745,710.318   MT  0.99965907   +1 56 59.0
 MK1858;UTM  14      - 4,590,547.610   662,220.352   MT  0.99992386   +1 17 09.2
 MK1858
 MK1858                          SUPERSEDED SURVEY CONTROL
 MK1858
 MK1858  NAD 83(1986)-  41 27 00.46302(N)    097 03 28.48286(W) AD(       ) 4
 MK1858  NAD 27      -  41 27 00.42500(N)    097 03 27.33300(W) AD(       ) 3
 MK1858
 MK1858.Superseded values are not recommended for survey control.
 MK1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1858.See file dsdata.txt to determine how the superseded data were derived.
 MK1858
 MK1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6222090548(NAD 83)
 MK1858_MARKER: 63 = STACK
 MK1858
 MK1858  HISTORY     - Date     Condition        Report By
 MK1858  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1858
 MK1858                          STATION DESCRIPTION
 MK1858
 MK1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1858'POINT OBSERVED UPON IS THE CENTER OF THE 125-FOOT WHITE CONCRETE
 MK1858'STACK OF THE CITY LIGHT AND WATER PLANT LOCATED IN THE NORTH
 MK1858'CENTRAL PORTIN OF SCHUYLER, JUST EAST OF THE MUNICIPAL STANDPIPE.
 MK1858'ERECTED IN 1934.
 MK1858'
 MK1858'OBSERVED UPON FROM STATIONS LINWOOD, RAIL, AND COLUMBUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1841 ***********************************************************************
 MK1841  DESIGNATION -  SCHUYLER PKNG CO MAST KGX572
 MK1841  PID         -  MK1841
 MK1841  STATE/COUNTY-  NE/COLFAX
 MK1841  USGS QUAD   -  CLARKSON SE (1966)
 MK1841
 MK1841                         *CURRENT SURVEY CONTROL
 MK1841  ___________________________________________________________________
 MK1841* NAD 83(1995)-  41 30 34.62300(N)    097 03 28.61098(W)     ADJUSTED  
 MK1841* NAVD 88     -                                                        
 MK1841  ___________________________________________________________________
 MK1841  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 MK1841  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 MK1841
 MK1841  HORZ ORDER  -  THIRD
 MK1841
 MK1841.The horizontal coordinates were established by classical geodetic methods
 MK1841.and adjusted by the National Geodetic Survey in August 1997..
 MK1841
 MK1841
 MK1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1841
 MK1841.The geoid height was determined by GEOID03.
 MK1841
 MK1841;                    North         East     Units Scale Factor Converg.
 MK1841;SPC NE       -   190,286.949   745,482.530   MT  0.99965860   +1 56 58.9
 MK1841;UTM  14      - 4,597,152.673   662,068.931   MT  0.99992325   +1 17 14.5
 MK1841
 MK1841                          SUPERSEDED SURVEY CONTROL
 MK1841
 MK1841  NAD 83(1986)-  41 30 34.63065(N)    097 03 28.61380(W) AD(       ) 4
 MK1841  NAD 27      -  41 30 34.60222(N)    097 03 27.49366(W) AD(       ) 3
 MK1841
 MK1841.Superseded values are not recommended for survey control.
 MK1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1841.See file dsdata.txt to determine how the superseded data were derived.
 MK1841
 MK1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6206997153(NAD 83)
 MK1841_MARKER: 42 = RADIO/TV MAST
 MK1841
 MK1841  HISTORY     - Date     Condition        Report By
 MK1841  HISTORY     - 1968     FIRST OBSERVED   CGS
 MK1841
 MK1841                          STATION DESCRIPTION
 MK1841
 MK1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1841'THE STATION IS THE CENTER OF THE RED LIGHT ATOP THE SCHUYLER,
 MK1841'SCHUYLER PACKING COMPANY RADIO MAST AND IS LOCATED ABOUT 5 MILES
 MK1841'NORTH OF THE CITY OF SCHUYLER AND 0.3 MILE EAST OF STATE HIGHWAY
 MK1841'15.  THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE
 MK1841'BANDS OF RED AND WHITE, AND 440 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1839 ***********************************************************************
 MK1839  DESIGNATION -  SCHUYLER RESET
 MK1839  PID         -  MK1839
 MK1839  STATE/COUNTY-  NE/COLFAX
 MK1839  USGS QUAD   -  CLARKSON SE (1966)
 MK1839
 MK1839                         *CURRENT SURVEY CONTROL
 MK1839  ___________________________________________________________________
 MK1839* NAD 83(1995)-  41 31 16.73899(N)    097 06 25.65820(W)     ADJUSTED  
 MK1839* NAVD 88     -       492.     (meters)    1614.     (feet)  SCALED    
 MK1839  ___________________________________________________________________
 MK1839  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 MK1839  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 MK1839
 MK1839  HORZ ORDER  -  FIRST
 MK1839
 MK1839.The horizontal coordinates were established by classical geodetic methods
 MK1839.and adjusted by the National Geodetic Survey in August 1997..
 MK1839
 MK1839.The orthometric height was scaled from a topographic map.
 MK1839
 MK1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1839
 MK1839.The geoid height was determined by GEOID03.
 MK1839
 MK1839;                    North         East     Units Scale Factor Converg.
 MK1839;SPC NE       -   191,446.632   741,337.100   MT  0.99965863   +1 55 01.6
 MK1839;UTM  14      - 4,598,360.498   657,936.121   MT  0.99990697   +1 15 18.1
 MK1839
 MK1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1839!SPC NE       -   0.99992682  x   0.99965863  =   0.99958547
 MK1839!UTM  14      -   0.99992682  x   0.99990697  =   0.99983379
 MK1839
 MK1839:                Primary Azimuth Mark                     Grid Az
 MK1839:SPC NE       -  SCHUYLER RM 1 AZIMUTH                    102 40 49.8
 MK1839:UTM  14      -  SCHUYLER RM 1 AZIMUTH                    103 20 33.3
 MK1839
 MK1839|---------------------------------------------------------------------|
 MK1839| PID    Reference Object                     Distance      Geod. Az  |
 MK1839|                                                           dddmmss.s |
 MK1839| CN9743 SCHUYLER RM 1 AZIMUTH                              1043551.4 |
 MK1839| MK1841 SCHUYLER PKNG CO MAST KGX572        APPROX. 4.3 KM 1073245.8 |
 MK1839| MK2111 ROGERS MUNICIPAL TANK               APPROX.17.2 KM 1115007.9 |
 MK1839| MK1859 SCHUYLER STANDPIPE                  APPROX. 8.9 KM 1524233.0 |
 MK1839| MK1857 SCHUYLER WELL ABBOTT NIEMAN TK      APPROX. 8.9 KM 1543833.7 |
 MK1839| CN9744 SCHUYLER RM 2                       100.654 METERS 21657     |
 MK1839| MK1898 COLUMBUS MUNICIPAL TANK             APPROX.23.7 KM 2435040.5 |
 MK1839| CN9745 SCHUYLER RM 3                        62.606 METERS 25954     |
 MK1839| CO1972 WILSON CATHOLIC CHURCH                             3252749.8 |
 MK1839|---------------------------------------------------------------------|
 MK1839
 MK1839                          SUPERSEDED SURVEY CONTROL
 MK1839
 MK1839  NAD 83(1986)-  41 31 16.74751(N)    097 06 25.65922(W) AD(       ) 1
 MK1839  NAD 27      -  41 31 16.72000(N)    097 06 24.54200(W) AD(       ) 1
 MK1839
 MK1839.Superseded values are not recommended for survey control.
 MK1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1839.See file dsdata.txt to determine how the superseded data were derived.
 MK1839
 MK1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5793698360(NAD 83)
 MK1839_MARKER: DS = TRIANGULATION STATION DISK
 MK1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1839
 MK1839  HISTORY     - Date     Condition        Report By
 MK1839  HISTORY     - 1930     MONUMENTED       CGS
 MK1839  HISTORY     - 1935     GOOD             NEGS
 MK1839  HISTORY     - 1968     GOOD             CGS
 MK1839
 MK1839                          STATION DESCRIPTION
 MK1839
 MK1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HWH)
 MK1839'STATION IS ABOUT 5-1/4 MILES N AND 2-1/2 MILES W OF SCHUYLER
 MK1839'IN THE NE 1/4 OF SEC. 20, T 18 N, R 3 E, ON LAND OWNED BY
 MK1839'JAMES HAWE AND OCCUPIED BY HAROLD MALLOY.  THE STATION IS ON
 MK1839'THE HIGHEST POINT OF THE HILL ABOUT 500 FEET N OF MR. MALLOYS
 MK1839'HOUSE WHICH STANDS IN A PROMINENT GROVE OF TREES.  THE
 MK1839'MARK IS APPROXIMATELY 1000 FEET S OF THE SECTION-LINE ROAD
 MK1839'AND 212 FEET E OF THE LANE TO MR. MALLOYS HOUSE, AND 285 FEET
 MK1839'N OF A 1/4-SECTION-FENCE LINE ABOUT 200 FEET N OF THE HOUSE.
 MK1839'
 MK1839'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MK1839'DISKS SET IN CONCRETE.
 MK1839'THE SURFACE MARK IS 12 INCHES BELOW THE SURFACE.
 MK1839'
 MK1839'REFERENCE MARK NO. 1, AN AZIMUTH MARK, IS IN THE SAME 1/4
 MK1839'SECTION AS THE STATION AND IS LOCATED IN A FENCE CORNER ABOUT
 MK1839'200 FEET N OF THE HOUSE AND 1100 FEET E.  IT IS 1300 FEET
 MK1839'S OF THE SECTION-LINE ROAD, AND 1300 FEET E OF THE LANE TO THE
 MK1839'HOUSE.  THE DISTANCE TO THE STATION IS APPROXIMATELY 1148 FEET.
 MK1839'REFERENCE MARK NO. 2 IS IN THE EXTREME SW CORNER OF THE ABOVE
 MK1839'1/4 SECTION AND IS 14 FEET E OF THE LANE AND 23 FEET N OF THE
 MK1839'FENCE LINE ABOUT 200 FEET N OF THE HOUSE.  THE DISTANCE TO THE
 MK1839'STATION IS 329.88 FEET.
 MK1839'
 MK1839'HEIGHT OF SIGNAL ABOVE STATION MARK - 20 METERS.
 MK1839
 MK1839                          STATION RECOVERY (1935)
 MK1839
 MK1839'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK1839'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 MK1839'
 MK1839'THE FOLLOWING CORRECTIONS NEED TO BE MADE IN THE ORIGINAL
 MK1839'DESCRIPTION--(1) INSTEAD OF ABOUT 100 FEET S OF SECTION-LINE
 MK1839'ROAD, IT SHOULD READ - ABOUT 1/4 MILE S OF SECTION-LINE ROAD.
 MK1839'(2) INSTEAD OF QUARTER-SECTION FENCE LINE WHICH IS ABOUT 200
 MK1839'FEET N OF THE HOUSE, SUBSTITUTE - A FENCE LINE WHICH IS ABOUT
 MK1839'200 FEET OF THE HOUSE (THIS FENCE IS NOT EXACTLY ON THE
 MK1839'QUARTER-SECTION OR, RATHER, 40-ACRE LINE).  (3) INSTEAD OF 212
 MK1839'FEET E OF LANE, IT SHOULD READ - 201 FEET E OF LANE.  THE STATION
 MK1839'MARK AND BOTH REFERENCE MARKS ARE ALL IN THE SW 1/4 NE 1/4 OF
 MK1839'SECTION 20.
 MK1839'
 MK1839'REFERENCE MARKS WERE FOUND TO BE AS DESCRIBED.  THEY PROJECT
 MK1839'ABOUT 3 INCHES ABOVE GROUND.
 MK1839'
 MK1839'AZIMUTH MARKS ARE VISIBLE FROM THE GROUND AT THE STATION.
 MK1839
 MK1839                          STATION RECOVERY (1968)
 MK1839
 MK1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MK1839'THE STATION MARK, REFERENCE MARK NO. 1 (AZIMUTH MARK), AND
 MK1839'REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MK1839'AT THE REQUEST OF THE PROPERTY OWNER THE STATION MARKS WERE
 MK1839'LOWERED VERTICALLY.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS
 MK1839'FOUND TO BE A LONGER DISTANCE BY +0.33 FEET, BUT THE DIRECTION
 MK1839'WAS CHECKED.
 MK1839'
 MK1839'REFERENCE MARK NO. 3 WAS SET.
 MK1839'
 MK1839'FOLLOWING IS A NEW DESCRIPTION.
 MK1839'
 MK1839'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MK1839'AND STATE HIGHWAY 15 IN SCHUYLER, GO NORTH ON STATE HIGHWAY
 MK1839'15 FOR 4.9 MILES TO A CROSSROAD AND A SCHOOLHOUSE IN THE
 MK1839'NORTHWEST ANGLE.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 2.5
 MK1839'MILES TO A FARM LANE ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 MK1839'GRAVEL LANE FOR 0.3 MILE TO THE STATION ON THE LEFT.
 MK1839'
 MK1839'STATION MARKS ARE STANDARD DISKS STAMPED SCHUYLER 1930 1968.
 MK1839'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 MK1839'POST WHICH IS 2 FEET BELOW THE SURFACE OF THE GROUND IT IS 289
 MK1839'FEET NORTH-NORTHEAST OF A TREE WITH A TRIANGULAR BLAZE ON THE
 MK1839'NORTH SIDE, 285 FEET NORTH OF OLD FENCE AT THE NORTH SIDE OF A
 MK1839'SHELTER BELT, 205.5 FEET EAST-NORTHEAST OF A POWERLINE POLE,
 MK1839'AND 194 FEET EAST OF THE CENTER OF FARM LANE ON THE HIGHEST
 MK1839'POINT OF A CULTIVATED FIELD.  THE UNDERGROUND MARK IS SET IN
 MK1839'AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE SURFACE OF
 MK1839'THE GROUND.
 MK1839'
 MK1839'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SCHUYLER NO. 2
 MK1839'1930, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 MK1839'PROJECTS 3 INCHES.  IT IS 54 FEET NORTH OF A POWERLINE POLE,
 MK1839'27 FEET NORTH OF A PROJECTED FENCE LINE, AND 12 FEET WEST OF
 MK1839'THE CENTER OF FARM LANE.
 MK1839'
 MK1839'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SCHUYLER 1930 NO.
 MK1839'3 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MK1839'PROJECTS 2 INCHES.  IT IS 11.5 FEET WEST OF THE CENTER OF
 MK1839'FARM LANE, 1.5 FEET SOUTH OF A POWERLINE POLE WITH TRIANGULAR
 MK1839'BLAZE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 MK1839'
 MK1839'AZIMUTH MARK, A STANDARD DISK STAMPED SCHUYLER 1930, IS SET IN
 MK1839'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 MK1839'OF THE GROUND.  (REFERENCE MARK NO. 1 IN THE 1930 DESCRIPTION.)
 MK1839'
 MK1839'STATION RECOVERED AND STATION, R.M. NO. 1 AND R.M. NO. 2
 MK1839'FOUND IN GOOD CONDITION.  IT IS ON LAND OWNED BY MRS. LUCILLE
 MK1839'KIMBLE AND LEASED BY MR. BOB LAPACEK.
 MK1839'
 MK1839'TO REACH THE STATION FROM SCHUYLER, FROM THE JUNCTION OF U.S.
 MK1839'HIGHWAY 30 AND STATE HIGHWAY 15, GO NORTH ON STATE HIGHWAY 15 FOR
 MK1839'5.0 MILES TO CROSSROAD AT SCHOOL IN NORTHWEST ANGLE, TURN LEFT
 MK1839'AND GO WES FOR 2.55 MILES TO A FARM LANE ON THE LEFT, TURN LEFT
 MK1839'AND GO SOUTH FOR 0.25 MILE TO STATION ON LEFT, ABOUT 200 FEET
 MK1839'TO THE EAST.
 MK1839'
 MK1839'STATION IS ON HIGHEST POINT IN CULTIVATED FIELD, 205.0 FEET
 MK1839'EAST-NORTHEAST OF POWERLINE POLE WITH TRIANGLE BLAZE AND
 MK1839'288.8 FEET NORTH-NORTHEAST OF A TRIANGLE BLAZED TREE AT SOUTH
 MK1839'EDGE OF FIELD.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE
 MK1839'OF THE GROUND.
 MK1839'
 MK1839'R.M. NO. 1 (AZI. MK.) IS ABOUT 0.2 MILE EAST-SOUTHEAST OF THE
 MK1839'STATION, AT THE SOUTHEAST CORNER OF CULTIVATED FIELD, 4 FEET
 MK1839'WEST AND 1 FOOT NORTH OF THE T-FENCE CORNER.  THIS MARK IS
 MK1839'FLUSH.
 MK1839'
 MK1839'R.M. NO. 2 IS 319.9 FEET SOUTHWEST OF THE STATION, 54 FEET
 MK1839'NORTH OF A POWER LINE POLE AND 12.5 FEET WEST OF THE CENTERLINE
 MK1839'OF FARM ROAD.
 MK1839'
 MK1839'NOTE--MR. LAPACEK REQUESTED THAT THE STATION MARK BE LOWERED
 MK1839'TO ASSURE THAT THE MARK WOULD NOT BE HIT BY FARM MACHINERY.
 MK1839'ONE NEW REFERENCE MARK SHOULD ALSO BE ESTABLISHED.
 MK1839'
 MK1839'AZIMTUH MARK (REFERENCE MARK NO. 1) IS 4 FEET WEST OF A
 MK1839'T-FENCE CORNER POST, 1 FOOT NORTH OF A FENCE, AND 0.5 FEET
 MK1839'NORTH OF A METAL WITNESS POST.
 MK1839'
 MK1839'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 285
 MK1839'FEET TO THE NORTH SIDE OF A SHELTER BELT.  TURN LEFT AND GO
 MK1839'EAST ALONG THE NORTH SIDE OF A FENCE FOR 0.2 MILE TO A NORTH-SOUTH
 MK1839'FENCE AND THE MARK ON THE RIGHT.
 MK1839'
 MK1839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2
 MK1839'MILES NNW OF SCHUYLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1860 ***********************************************************************
 MK1860  DESIGNATION -  SCHUYLER SMOKESTACK
 MK1860  PID         -  MK1860
 MK1860  STATE/COUNTY-  NE/COLFAX
 MK1860  USGS QUAD   -  SCHUYLER (1968)
 MK1860
 MK1860                         *CURRENT SURVEY CONTROL
 MK1860  ___________________________________________________________________
 MK1860* NAD 83(1995)-  41 26 59.91666(N)    097 03 28.24361(W)     ADJUSTED  
 MK1860* NAVD 88     -                                                        
 MK1860  ___________________________________________________________________
 MK1860  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 MK1860  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 MK1860
 MK1860  HORZ ORDER  -  THIRD
 MK1860
 MK1860.The horizontal coordinates were established by classical geodetic methods
 MK1860.and adjusted by the National Geodetic Survey in August 1997..
 MK1860
 MK1860
 MK1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1860
 MK1860.The geoid height was determined by GEOID03.
 MK1860
 MK1860;                    North         East     Units Scale Factor Converg.
 MK1860;SPC NE       -   183,669.452   745,716.330   MT  0.99965907   +1 56 59.1
 MK1860;UTM  14      - 4,590,531.160   662,226.175   MT  0.99992388   +1 17 09.3
 MK1860
 MK1860                          SUPERSEDED SURVEY CONTROL
 MK1860
 MK1860  NAD 83(1986)-  41 26 59.92455(N)    097 03 28.24287(W) AD(       ) 4
 MK1860  NAD 27      -  41 26 59.89000(N)    097 03 27.12000(W) AD(       ) 3
 MK1860
 MK1860.Superseded values are not recommended for survey control.
 MK1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1860.See file dsdata.txt to determine how the superseded data were derived.
 MK1860
 MK1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6222690531(NAD 83)
 MK1860_MARKER: 63 = STACK
 MK1860
 MK1860  HISTORY     - Date     Condition        Report By
 MK1860  HISTORY     - 1930     FIRST OBSERVED   CGS
 MK1860  HISTORY     - 1935     GOOD             NEGS
 MK1860
 MK1860                          STATION DESCRIPTION
 MK1860
 MK1860'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1935
 MK1860'STATION SAME AS IT WAS IN 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1859 ***********************************************************************
 MK1859  DESIGNATION -  SCHUYLER STANDPIPE
 MK1859  PID         -  MK1859
 MK1859  STATE/COUNTY-  NE/COLFAX
 MK1859  USGS QUAD   -  SCHUYLER (1968)
 MK1859
 MK1859                         *CURRENT SURVEY CONTROL
 MK1859  ___________________________________________________________________
 MK1859* NAD 83(1995)-  41 27 00.16986(N)    097 03 29.74127(W)     ADJUSTED  
 MK1859* NAVD 88     -                                                        
 MK1859  ___________________________________________________________________
 MK1859  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 MK1859  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 MK1859
 MK1859  HORZ ORDER  -  THIRD
 MK1859
 MK1859.The horizontal coordinates were established by classical geodetic methods
 MK1859.and adjusted by the National Geodetic Survey in August 1997..
 MK1859
 MK1859
 MK1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1859
 MK1859.The geoid height was determined by GEOID03.
 MK1859
 MK1859;                    North         East     Units Scale Factor Converg.
 MK1859;SPC NE       -   183,676.074   745,681.333   MT  0.99965907   +1 56 58.1
 MK1859;UTM  14      - 4,590,538.188   662,191.249   MT  0.99992374   +1 17 08.3
 MK1859
 MK1859                          SUPERSEDED SURVEY CONTROL
 MK1859
 MK1859  NAD 83(1986)-  41 27 00.17808(N)    097 03 29.74264(W) AD(       ) 4
 MK1859  NAD 27      -  41 27 00.18900(N)    097 03 28.65100(W) AD(       ) 3
 MK1859
 MK1859.Superseded values are not recommended for survey control.
 MK1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1859.See file dsdata.txt to determine how the superseded data were derived.
 MK1859
 MK1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6219190538(NAD 83)
 MK1859_MARKER: 52 = STANDPIPE TANK
 MK1859
 MK1859  HISTORY     - Date     Condition        Report By
 MK1859  HISTORY     - 1930     FIRST OBSERVED   CGS
 MK1859  HISTORY     - 1935     GOOD             CGS
 MK1859  HISTORY     - 1935     GOOD             NEGS
 MK1859
 MK1859                          STATION DESCRIPTION
 MK1859
 MK1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1859'POINT OBSERVED UPON IS THE FINIAL ATOP THE 100-FOOT SILVER, STEEL
 MK1859'MUNICIPAL STANDPIPE LOCATED IN THE NORTH CENTRAL PORTION
 MK1859'OF SCHUYLER.  ERECTED IN 1891.  (ALSO LOCATED BY H.W. HEMPLE IN
 MK1859'1930).
 MK1859'
 MK1859'OBSERVED UPON FROM STATIONS LINWOOD AND RAIL.
 MK1859
 MK1859                          STATION RECOVERY (1935)
 MK1859
 MK1859'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1935
 MK1859'STATION SAME AS IN 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1857 ***********************************************************************
 MK1857  DESIGNATION -  SCHUYLER WELL ABBOTT NIEMAN TK
 MK1857  PID         -  MK1857
 MK1857  STATE/COUNTY-  NE/COLFAX
 MK1857  USGS QUAD   -  SCHUYLER (1968)
 MK1857
 MK1857                         *CURRENT SURVEY CONTROL
 MK1857  ___________________________________________________________________
 MK1857* NAD 83(1995)-  41 26 55.36473(N)    097 03 41.04037(W)     ADJUSTED  
 MK1857* NAVD 88     -                                                        
 MK1857  ___________________________________________________________________
 MK1857  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 MK1857  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 MK1857
 MK1857  HORZ ORDER  -  THIRD
 MK1857
 MK1857.The horizontal coordinates were established by classical geodetic methods
 MK1857.and adjusted by the National Geodetic Survey in August 1997..
 MK1857
 MK1857
 MK1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1857
 MK1857.The geoid height was determined by GEOID03.
 MK1857
 MK1857;                    North         East     Units Scale Factor Converg.
 MK1857;SPC NE       -   183,519.054   745,424.345   MT  0.99965909   +1 56 50.6
 MK1857;UTM  14      - 4,590,384.116   661,932.389   MT  0.99992271   +1 17 00.7
 MK1857
 MK1857                          SUPERSEDED SURVEY CONTROL
 MK1857
 MK1857  NAD 83(1986)-  41 26 55.37344(N)    097 03 41.04204(W) AD(       ) 4
 MK1857  NAD 27      -  41 26 55.34600(N)    097 03 39.97300(W) AD(       ) 3
 MK1857
 MK1857.Superseded values are not recommended for survey control.
 MK1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1857.See file dsdata.txt to determine how the superseded data were derived.
 MK1857
 MK1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6193290384(NAD 83)
 MK1857_MARKER: 53 = ELEVATED TANK
 MK1857
 MK1857  HISTORY     - Date     Condition        Report By
 MK1857  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1857
 MK1857                          STATION DESCRIPTION
 MK1857
 MK1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1857'POINT OBSERVED UPON IS THE FINIAL ATOP THE 135-FOOT BLACK STEEL
 MK1857'WATER TANK OWNED BY THE WELLS-ABBOTT-NIEMAN CO., INC., AND LOCATED
 MK1857'IN THE NORTHWEST PART OF SCHUYLER, NEBR., ABOUT 100 METERS
 MK1857'SOUTHWEST OF THE FARMERS GRAIN CO., ELEVATOR AND 30 METERS SOUTH
 MK1857'OF THE UNION PACIFIC RAILROAD TRACKS.  A BUILDING NEAR THE TANK
 MK1857'HAS BEEN DESTROYED BY FIRE WITH CONSIDERABLE DAMAGE TO THE TANK.
 MK1857'
 MK1857'OBSERVED UPON FROM STATIONS LINWOOD, RAIL, COLUMBUS, AND CURTIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0544 ***********************************************************************
 MN0544  DESIGNATION -  SCHWARTZ
 MN0544  PID         -  MN0544
 MN0544  STATE/COUNTY-  NE/CHEYENNE
 MN0544  USGS QUAD   -  BROWNSON (1972)
 MN0544
 MN0544                         *CURRENT SURVEY CONTROL
 MN0544  ___________________________________________________________________
 MN0544* NAD 83(1995)-  41 11 07.26842(N)    103 03 01.61667(W)     ADJUSTED  
 MN0544* NAVD 88     -      1312.     (meters)    4304.     (feet)  SCALED    
 MN0544  ___________________________________________________________________
 MN0544  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 MN0544  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 MN0544
 MN0544  HORZ ORDER  -  SECOND
 MN0544
 MN0544.The horizontal coordinates were established by classical geodetic methods
 MN0544.and adjusted by the National Geodetic Survey in August 1997..
 MN0544
 MN0544.The orthometric height was scaled from a topographic map.
 MN0544
 MN0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0544
 MN0544.The geoid height was determined by GEOID03.
 MN0544
 MN0544;                    North         East     Units Scale Factor Converg.
 MN0544;SPC NE       -   154,621.811   244,206.701   MT  0.99967415   -2 01 17.5
 MN0544;UTM  13      - 4,561,165.386   663,504.291   MT  0.99992903   +1 17 02.6
 MN0544
 MN0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0544!SPC NE       -   0.99979740  x   0.99967415  =   0.99947161
 MN0544!UTM  13      -   0.99979740  x   0.99992903  =   0.99972644
 MN0544
 MN0544:                Primary Azimuth Mark                     Grid Az
 MN0544:SPC NE       -  SCHWARTZ AZ MK                           004 50 37.2
 MN0544:UTM  13      -  SCHWARTZ AZ MK                           001 32 17.1
 MN0544
 MN0544|---------------------------------------------------------------------|
 MN0544| PID    Reference Object                     Distance      Geod. Az  |
 MN0544|                                                           dddmmss.s |
 MN0544| CP8574 SCHWARTZ AZ MK                                     0024919.7 |
 MN0544| CP8575 SCHWARTZ RM 1                        27.224 METERS 06412     |
 MN0544| MN0545 BROWNSON UP RR MICROWAVE             54.172 METERS 07749     |
 MN0544| MN0485 SIDNEY NW BELL TEL CO RAD MAST      APPROX. 5.3 KM 1035630.0 |
 MN0544| MN0489 SIDNEY INTL HARVESTER RAD MAST      APPROX. 8.3 KM 1234411.0 |
 MN0544| MN0484 SIDNEY WHEAT BELT PWR DIST MST      APPROX. 6.1 KM 1304737.0 |
 MN0544| MN0488 SIDNEY RADIO STA KSID TOWER         APPROX. 8.9 KM 1323704.7 |
 MN0544| CP8576 SCHWARTZ RM 2                        23.751 METERS 17059     |
 MN0544|---------------------------------------------------------------------|
 MN0544
 MN0544                          SUPERSEDED SURVEY CONTROL
 MN0544
 MN0544  NAD 83(1995)-  41 11 07.26777(N)    103 03 01.61667(W) AD(       ) 2
 MN0544  NAD 83(1986)-  41 11 07.26087(N)    103 03 01.61685(W) AD(       ) 2
 MN0544  NAD 27      -  41 11 07.32080(N)    103 02 59.88580(W) AD(       ) 2
 MN0544
 MN0544.Superseded values are not recommended for survey control.
 MN0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0544.See file dsdata.txt to determine how the superseded data were derived.
 MN0544
 MN0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6350461165(NAD 83)
 MN0544_MARKER: DS = TRIANGULATION STATION DISK
 MN0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0544_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0544
 MN0544  HISTORY     - Date     Condition        Report By
 MN0544  HISTORY     - 1963     MONUMENTED       CGS
 MN0544
 MN0544                          STATION DESCRIPTION
 MN0544
 MN0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0544'THE STATION IS LOCATED 5 MILES NORTHWEST OF SIDNEY, 2 MILES SOUTH
 MN0544'OF THE SIOUX ORDNANCE DEPOT, ACROSS THE ROAD FROM A MICRO-WAVE
 MN0544'MAST, ON PROPERTY OWNED BY THE STATE OF NEBRASKA AND LEASED BY
 MN0544'MR. MARTIN SCHWARTZ, WHO LIVES AT STATION SITE.
 MN0544'
 MN0544'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO WEST
 MN0544'ON U.S. HIGHWAY 30 FOR 4.15 MILES TO A CROSSROAD.  TURN RIGHT AND
 MN0544'GO NORTH ON A GRAVELED ROAD FOR 2.2 MILES TO A FARM DRIVE ON THE
 MN0544'LEFT AND THE STATION AS DESCRIBED.
 MN0544'
 MN0544'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 MN0544'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 MN0544'
 MN0544'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0544'CONCRETE CYLINDER, SET FLUSH AND IS STAMPED SCHWARTZ 1963.  IT
 MN0544'IS 53 FEET SOUTH OF THE CENTER OF A FARM DRIVE, 49 FEET WEST OF
 MN0544'THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 10-1/2 FEET WEST OF
 MN0544'A METAL WITNESS POST AND A NORTH-SOUTH FENCE LINE.
 MN0544'
 MN0544'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0544'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED SCHWARTZ
 MN0544'NO 1 1963.  IT IS 33 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 MN0544'GRAVELED ROAD, 31 FEET SOUTH OF DRIVEWAY LEADING TO A MICRO-WAVE
 MN0544'MAST AND 1-1/2 FEET SOUTH-SOUTHEAST OF A POWER POLE.
 MN0544'
 MN0544'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0544'12-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 MN0544'SCHWARTZ NO 2 1963.  IT IS 41 FEET NORTH OF A FENCE CORNER, 39
 MN0544'FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 1/2
 MN0544'FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 MN0544'
 MN0544'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0544'CONCRETE CYLINDER WHICH PROJECTS 5 INCHES AND IS STAMPED SCHWARTZ
 MN0544'1963.  IT IS 36 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 MN0544'ROAD, 1 FOOT SOUTH OF A POWER POLE AND 1 FOOT SOUTHEAST OF A METAL
 MN0544'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NM1742 ***********************************************************************
 NM1742  DESIGNATION -  SCHWEER
 NM1742  PID         -  NM1742
 NM1742  STATE/COUNTY-  NE/DIXON
 NM1742  USGS QUAD   -  BURBANK (1994)
 NM1742
 NM1742                         *CURRENT SURVEY CONTROL
 NM1742  ___________________________________________________________________
 NM1742* NAD 83(1995)-  42 38 24.03286(N)    096 46 52.48024(W)     ADJUSTED  
 NM1742* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 NM1742  ___________________________________________________________________
 NM1742  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 NM1742  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 NM1742
 NM1742  HORZ ORDER  -  SECOND
 NM1742
 NM1742.The horizontal coordinates were established by classical geodetic methods
 NM1742.and adjusted by the National Geodetic Survey in August 1997..
 NM1742
 NM1742.The orthometric height was scaled from a topographic map.
 NM1742
 NM1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 NM1742
 NM1742.The geoid height was determined by GEOID03.
 NM1742
 NM1742;                    North         East     Units Scale Factor Converg.
 NM1742;SPC NE       -   316,545.869   763,888.182   MT  0.99985490   +2 07 59.0
 NM1742;SPC SD S     -    40,298.894   891,252.072   MT  1.00005137   +2 27 01.5
 NM1742;SPC SD S     -   132,213.95  2,924,049.51   sFT  1.00005137   +2 27 01.5
 NM1742;UTM  14      - 4,723,226.117   681,903.106   MT  1.00000711   +1 30 12.1
 NM1742
 NM1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NM1742!SPC NE       -   0.99994046  x   0.99985490  =   0.99979536
 NM1742!SPC SD S     -   0.99994046  x   1.00005137  =   0.99999182
 NM1742!UTM  14      -   0.99994046  x   1.00000711  =   0.99994757
 NM1742
 NM1742:                Primary Azimuth Mark                     Grid Az
 NM1742:SPC NE       -  ELK POINT MUNICIPAL TANK                 053 40 39.4
 NM1742:SPC SD S     -  ELK POINT MUNICIPAL TANK                 053 21 36.9
 NM1742:UTM  14      -  ELK POINT MUNICIPAL TANK                 054 18 26.3
 NM1742
 NM1742|---------------------------------------------------------------------|
 NM1742| PID    Reference Object                     Distance      Geod. Az  |
 NM1742|                                                           dddmmss.s |
 NM1742| NM1841 ELK POINT MUNICIPAL TANK            APPROX. 9.3 KM 0554838.4 |
 NM1742| NM1840 ELK POINT ST JOSEPHS CATH CH        APPROX. 9.7 KM 0595617.1 |
 NM1742| CO4507 SCHWEER AZ MK                                      1394513.9 |
 NM1742| CO4509 SCHWEER RM 2                         19.380 METERS 23705     |
 NM1742| CO4508 SCHWEER RM 1                         21.846 METERS 35326     |
 NM1742|---------------------------------------------------------------------|
 NM1742
 NM1742                          SUPERSEDED SURVEY CONTROL
 NM1742
 NM1742  NAD 83(1986)-  42 38 24.03717(N)    096 46 52.47489(W) AD(       ) 2
 NM1742  NAD 27      -  42 38 24.04500(N)    096 46 51.33300(W) AD(       ) 2
 NM1742
 NM1742.Superseded values are not recommended for survey control.
 NM1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NM1742.See file dsdata.txt to determine how the superseded data were derived.
 NM1742
 NM1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPN8190323226(NAD 83)
 NM1742_MARKER: DS = TRIANGULATION STATION DISK
 NM1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NM1742
 NM1742  HISTORY     - Date     Condition        Report By
 NM1742  HISTORY     - 1948     MONUMENTED       CGS
 NM1742
 NM1742                          STATION DESCRIPTION
 NM1742
 NM1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 NM1742'THE STATION IS LOCATED ABOUT 4.0 MILES WEST AND 5.0 MILES
 NM1742'NORTH OF PONCA, ON THE SUMMIT OF A HIGH HILL ABOUT 1.5 MILES
 NM1742'SOUTH OF THE MISSOURI RIVER.  IT IS 7 FEET NORTHWEST OF A
 NM1742'WITNESS POST AND ON LAND OWNED BY MR. GEORGE SCHWEER.  THE
 NM1742'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SCHWEER 1948.
 NM1742'
 NM1742'REFERENCE MARK NO. 1 IS 71.67 FEET NORTHWEST OF THE STATION.
 NM1742'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SCHWEER
 NM1742'NO 1 1948.
 NM1742'
 NM1742'REFERENCE MARK NO. 2 IS 63.58 FEET SOUTHWEST OF THE STATION.
 NM1742'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED SCHWEER
 NM1742'NO 2 1948.
 NM1742'
 NM1742'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHEAST OF THE STATION, 3
 NM1742'FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 NM1742'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED SCHWEER
 NM1742'1948.
 NM1742'
 NM1742'TO REACH FROM THE POST OFFICE IN PONCA, GO WEST 1 BLOCK, TURN
 NM1742'RIGHT ON STATE-HIGHWAY 9 FOR 2.0 MILES TO A T ROAD LEFT, TURN
 NM1742'LEFT FOR 0.35 MILE TO A FORK, TAKE RIGHT FORK FOR 2.05 MILES
 NM1742'TO A T ROAD RIGHT, TURN RIGHT FOR 2.0 MILES TO A FORK JUST
 NM1742'AFTER CROSSING A BRIDGE, TAKE RIGHT FORK FOR 0.85 MILE TO
 NM1742'A T ROAD JUNCTION, TURN LEFT FOR 0.6 MILE TO A T ROAD LEFT,
 NM1742'TURN LEFT FOR 0.35 MILE TO A GATE, GO THROUGH GATE AND CONTINUE
 NM1742'ON FARM ROAD FOR 0.15 MILE TO A FORK, TAKE LEFT FORK FOR 0.2
 NM1742'MILE TO WATER TANK SOUTH OF THE FARM BUILDINGS, GO THROUGH
 NM1742'GATE JUST WEST OF THE TANK AND CROSS LOT TO GATE IN THE
 NM1742'SOUTH FENCE, GO THROUGH GATE AND BEAR LEFT SOUTHEAST AND
 NM1742'SOUTH FOR 0.2 MILE TO A GATE, GO THROUGH GATE AND
 NM1742'CONTINUE ON FARM ROAD ALONG EDGE OF FIELD FOR 0.3 MILE TO A
 NM1742'GATE, GO THROUGH GATE AND CONTINUE WEST ALONG FENCE FOR
 NM1742'0.25 MILE TO A GATE, GO THROUGH GATE AND ACROSS CORNER OF
 NM1742'HAY FIELD FOR 0.05 MILE TO A GATE, (AZIMUTH MARK ABOUT 150
 NM1742'FEET WEST OF GATE) GO THROUGH GATE FOLLOWING DIM TRACKS UP HILL
 NM1742'(NORTHWEST AND WEST) FOR 0.3 MILE TO THE HIGHEST POINT
 NM1742'AND THE STATION.
 NM1742'
 NM1742'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0505 ***********************************************************************
 MN0505  DESIGNATION -  SCOON
 MN0505  PID         -  MN0505
 MN0505  STATE/COUNTY-  NE/GARDEN
 MN0505  USGS QUAD   -  BECK LAKE (1986)
 MN0505
 MN0505                         *CURRENT SURVEY CONTROL
 MN0505  ___________________________________________________________________
 MN0505* NAD 83(1995)-  41 57 54.86096(N)    102 31 06.66756(W)     ADJUSTED  
 MN0505* NAVD 88     -      1254.     (meters)    4114.     (feet)  SCALED    
 MN0505  ___________________________________________________________________
 MN0505  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 MN0505  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 MN0505
 MN0505  HORZ ORDER  -  SECOND
 MN0505
 MN0505.The horizontal coordinates were established by classical geodetic methods
 MN0505.and adjusted by the National Geodetic Survey in August 1997..
 MN0505
 MN0505.The orthometric height was scaled from a topographic map.
 MN0505
 MN0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0505
 MN0505.The geoid height was determined by GEOID03.
 MN0505
 MN0505;                    North         East     Units Scale Factor Converg.
 MN0505;SPC NE       -   239,737.813   291,319.372   MT  0.99969068   -1 40 08.5
 MN0505;UTM  13      - 4,648,895.330   705,629.095   MT  1.00012032   +1 39 35.6
 MN0505
 MN0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0505!SPC NE       -   0.99980641  x   0.99969068  =   0.99949715
 MN0505!UTM  13      -   0.99980641  x   1.00012032  =   0.99992671
 MN0505
 MN0505|---------------------------------------------------------------------|
 MN0505| PID    Reference Object                     Distance      Geod. Az  |
 MN0505|                                                           dddmmss.s |
 MN0505| CP8578 SCOON RM 1                           12.080 METERS 02956     |
 MN0505| CP8579 SCOON RM 2                           13.603 METERS 28342     |
 MN0505| CP8577 SCOON AZ MK                                        3234922.0 |
 MN0505|---------------------------------------------------------------------|
 MN0505
 MN0505                          SUPERSEDED SURVEY CONTROL
 MN0505
 MN0505  NAD 83(1995)-  41 57 54.86002(N)    102 31 06.66838(W) AD(       ) 2
 MN0505  NAD 83(1986)-  41 57 54.85865(N)    102 31 06.66816(W) AD(       ) 2
 MN0505  NAD 27      -  41 57 54.94500(N)    102 31 04.96400(W) AD(       ) 2
 MN0505
 MN0505.Superseded values are not recommended for survey control.
 MN0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0505.See file dsdata.txt to determine how the superseded data were derived.
 MN0505
 MN0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0562948895(NAD 83)
 MN0505_MARKER: DS = TRIANGULATION STATION DISK
 MN0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0505
 MN0505  HISTORY     - Date     Condition        Report By
 MN0505  HISTORY     - 1946     MONUMENTED       CGS
 MN0505
 MN0505                          STATION DESCRIPTION
 MN0505
 MN0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 MN0505'LOCATED ABOUT 7.5 MILES, AIRLINE, SOUTHEAST OF ANTIOCH AND
 MN0505'7.5 MILES, AIRLINE, SOUTHWEST OF LAKESIDE ON THE HIGHEST
 MN0505'POINT OF A SMOOTH, GRASSY RIDGE, 0.6 MILE SOUTH OF A TRACK
 MN0505'ROAD.  IT IS STAMPED SCOON 1946 PROJECTING 8 INCHES.
 MN0505'
 MN0505'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION.
 MN0505'IT IS STAMPED SCOON NO 1 1946 AND PROJECTS 1 FOOT.
 MN0505'
 MN0505'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL AND
 MN0505'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED SCOON
 MN0505'NO 2 1946 AND PROJECTS 8 INCHES.
 MN0505'
 MN0505'AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF A WINDMILL AND 150
 MN0505'YARDS SOUTH OF AN EAST-WEST TRACK ROAD, ON THE NORTH SLOPE
 MN0505'OF AN EAST-WEST RIDGE ABOUT 300 YARDS NORTH OF THE HIGHEST
 MN0505'POINT.
 MN0505'
 MN0505'REACHED FROM THE RAILROAD STATION IN ANTIOCH-GO EAST ON
 MN0505'STATE HIGHWAY 2 FOR 0.35 MILE TO A SIDE ROAD RIGHT AND SIGN
 MN0505'CRESCENT LAKE REFUGE 34 MILES.  TURN RIGHT, SOUTH, AND GO
 MN0505'3.85 MILES TO A FORK.  TAKE LEFT FORK AND GO 1.4 MILES TO
 MN0505'A FORK AND MAIL BOX ON THE LEFT, TAKE LEFT FORK AND GO 2.35
 MN0505'MILES TO A T INTERSECTION.  TURN SHARP LEFT, UPGRADE AND GO
 MN0505'EAST, FOR 0.45 MILE TO A DIM FORK.  TAKE LEFT FORK AND GO
 MN0505'1.2 MILE, TURN RIGHT UP HILL FOR 150 YARDS TO THE AZIMUTH
 MN0505'MARK.  FROM HERE GO SOUTHEAST FOR 0.6 MILE TO THE HIGHEST
 MN0505'POINT OF THE HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0619 ***********************************************************************
 NN0619  DESIGNATION -  SCOTT
 NN0619  PID         -  NN0619
 NN0619  STATE/COUNTY-  NE/HOLT
 NN0619  USGS QUAD   -  DORSEY NW (1974)
 NN0619
 NN0619                         *CURRENT SURVEY CONTROL
 NN0619  ___________________________________________________________________
 NN0619* NAD 83(1995)-  42 39 24.21591(N)    098 29 30.41155(W)     ADJUSTED  
 NN0619* NAVD 88     -       590.32   (+/-2cm)    1936.7    (feet)  VERTCON   
 NN0619  ___________________________________________________________________
 NN0619  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 NN0619  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 NN0619
 NN0619  HORZ ORDER  -  FIRST
 NN0619  VERT ORDER  -  THIRD ? (See Below)
 NN0619
 NN0619.The horizontal coordinates were established by classical geodetic methods
 NN0619.and adjusted by the National Geodetic Survey in August 1997..
 NN0619
 NN0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 NN0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NN0619.The vertical order pertains to the NGVD 29 superseded value.
 NN0619
 NN0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0619
 NN0619.The geoid height was determined by GEOID03.
 NN0619
 NN0619;                    North         East     Units Scale Factor Converg.
 NN0619;SPC NE       -   314,568.429   623,640.545   MT  0.99986075   +0 59 58.2
 NN0619;UTM  14      - 4,722,821.201   541,653.993   MT  0.99962135   +0 20 39.8
 NN0619
 NN0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0619!SPC NE       -   0.99991140  x   0.99986075  =   0.99977217
 NN0619!UTM  14      -   0.99991140  x   0.99962135  =   0.99953279
 NN0619
 NN0619:                Primary Azimuth Mark                     Grid Az
 NN0619:SPC NE       -  SCOTT AZ MK                              137 40 29.2
 NN0619:UTM  14      -  SCOTT AZ MK                              138 19 47.6
 NN0619
 NN0619|---------------------------------------------------------------------|
 NN0619| PID    Reference Object                     Distance      Geod. Az  |
 NN0619|                                                           dddmmss.s |
 NN0619| CO4510 SCOTT AZ MK                                        1384027.4 |
 NN0619| CO4511 SCOTT RM 1                           23.393 METERS 18943     |
 NN0619| NN0669 O NEILL MUNICIPAL TANK              APPROX.25.1 KM 2104109.2 |
 NN0619| CO4512 SCOTT RM 2                           20.822 METERS 34933     |
 NN0619|---------------------------------------------------------------------|
 NN0619
 NN0619                          SUPERSEDED SURVEY CONTROL
 NN0619
 NN0619  NAD 83(1986)-  42 39 24.22397(N)    098 29 30.41651(W) AD(       ) 1
 NN0619  NAD 27      -  42 39 24.22100(N)    098 29 29.12000(W) AD(       ) 1
 NN0619  NGVD 29 (07/19/86)  590.06   (m)         1935.9    (f) LEVELING    3  
 NN0619
 NN0619.Superseded values are not recommended for survey control.
 NN0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0619.See file dsdata.txt to determine how the superseded data were derived.
 NN0619
 NN0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNN4165422821(NAD 83)
 NN0619_MARKER: DS = TRIANGULATION STATION DISK
 NN0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0619
 NN0619  HISTORY     - Date     Condition        Report By
 NN0619  HISTORY     - 1940     MONUMENTED       CGS
 NN0619
 NN0619                          STATION DESCRIPTION
 NN0619
 NN0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 NN0619'STATION IS LOCATED 4 MILES NORTH AND 1/2 MILE EAST OF THE
 NN0619'CROSS-ROADS KNOWN AS OPPORTUNITY, ON THE NORTH EDGE OF HIGH
 NN0619'FLAT PLATEAU LAND WHERE IT BEGINS TO BREAK OFF TOWARD THE NIOBRARA
 NN0619'RIVER TO THE NORTH.  STATION IS ABOUT 250 YARDS NORTH OF THE
 NN0619'CENTER OF THE S SIDE OF SEC. 16, T 31 N, R 10 W, ON SCHOOL LAND
 NN0619'RENTED UNDER A LONG TERM LEASE TO MR. E.W. RICHTER, WHO DESIRES
 NN0619'ALL PERSONS VISITING THE STATION TO SEE HIM FIRST, AS THE LAND
 NN0619'IS USED AS CATTLE RANGE.  MARK IS 13 FEET EAST OF A N-S FENCE
 NN0619'AND STANDARD REFERENCE POST SET IN FENCE LINE, 0.15 MILE NORTH
 NN0619'OF FENCE CORNER, AND PROJECTS 4 INCHES.  DISK IS STAMPED
 NN0619'SCOTT, 1940.
 NN0619'
 NN0619'TO REACH STATION FROM LYNCH, GO EAST ON STATE RTE. 12 FOR
 NN0619'0.9 MILE TO GRAVEL ROAD SOUTH AND SIGN RED BIRD 5 MI JUST
 NN0619'BEFORE REACHING BRIDGE OVER PONCA CREEK.  TURN SOUTH AND FOLLOW
 NN0619'ROAD FOR 4.4 MILES TO BRIDGE ACROSS NIOBRARA RIVER.  CONTINUE
 NN0619'SOUTH ON MAIN TRAVELED ROAD FOR 9.1 MILES TO CROSSROAD WHERE
 NN0619'SMALL TELEPHONE LINE CROSSES MAIN ROAD.  TURN RIGHT OR WEST
 NN0619'AND FOLLOW UNGRADED SECTION LINE ROAD FOR 2 MILES TO
 NN0619'CROSS-ROAD.  (MR. RICHTER LIVES 1-1/2 MILES WEST OF THIS
 NN0619'CROSSROAD) TURN NORTH AND GO 0.6 MILE TO AZIMUTH MARK ON
 NN0619'LEFT.  CONTINUE 0.8 MILE TO GATE ON LEFT.  (FORMERLY A
 NN0619'HOUSE AND BARNS AT THIS POINT) GO THROUGH GATE AND FOLLOW FIELD
 NN0619'ROAD SW FOR 0.6 MILE TO JUNCTION OF E-W AND N-S FENCES.  TURN
 NN0619'NORTH ALONG E SIDE OF FENCE AND GO 0.15 MILE TO STATION.
 NN0619'
 NN0619'R.M. 1 IS SOUTH BY WEST OF STATION, 1 FT. E OF N AND S FENCE
 NN0619'LINE AND PROJECTS 5 INCHES.  DISK IS STAMPED SCOTT 1940, R.M. 1.
 NN0619'
 NN0619'R.M. 2 IS N. BY W OF STATION, 1 FT. E OF N AND S FENCE LINE, AND
 NN0619'PROJECTS 5 INCHES.  DISK IS STAMPED SCOTT 1940, R.M. 2.
 NN0619'
 NN0619'AZIMUTH MARK IS ABOUT 0.8 MILE SE OF STATION, ON THE W SIDE OF
 NN0619'SECTION LINE ROAD, 0.6 MILE NORTH OF CROSS-ROAD, ABOUT 150 YARDS
 NN0619'NNW OF SMALL WHITE HOUSE, 1-1/2 FT. E OF WEST RIGHT OF WAY FENCE,
 NN0619'8 FT. SOUTH OF WHITE REFERENCE POST.  THE MARK PROJECTS 6 INCHES.
 NN0619'DISK IS STAMPED SCOTT, 1940.
 NN0619'
 NN0619'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0699 ***********************************************************************
 NP0699  DESIGNATION -  SCOTT
 NP0699  PID         -  NP0699
 NP0699  STATE/COUNTY-  NE/DAWES
 NP0699  USGS QUAD   -  COFFEE MILL BUTTE (1980)
 NP0699
 NP0699                         *CURRENT SURVEY CONTROL
 NP0699  ___________________________________________________________________
 NP0699* NAD 83(1995)-  42 38 52.17770(N)    103 01 39.37828(W)     ADJUSTED  
 NP0699* NAVD 88     -      1357.     (meters)    4452.     (feet)  SCALED    
 NP0699  ___________________________________________________________________
 NP0699  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 NP0699  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 NP0699
 NP0699  HORZ ORDER  -  FIRST
 NP0699
 NP0699.The horizontal coordinates were established by classical geodetic methods
 NP0699.and adjusted by the National Geodetic Survey in August 1997..
 NP0699
 NP0699.The orthometric height was scaled from a topographic map.
 NP0699
 NP0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0699
 NP0699.The geoid height was determined by GEOID03.
 NP0699
 NP0699;                    North         East     Units Scale Factor Converg.
 NP0699;SPC NE       -   316,847.570   251,806.989   MT  0.99985763   -2 00 23.0
 NP0699;UTM  13      - 4,723,593.635   661,684.443   MT  0.99992163   +1 20 11.6
 NP0699
 NP0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0699!SPC NE       -   0.99979010  x   0.99985763  =   0.99964776
 NP0699!UTM  13      -   0.99979010  x   0.99992163  =   0.99971175
 NP0699
 NP0699|---------------------------------------------------------------------|
 NP0699| PID    Reference Object                     Distance      Geod. Az  |
 NP0699|                                                           dddmmss.s |
 NP0699| CQ4880 SCOTT RM 1                           32.598 METERS 08825     |
 NP0699| CQ4879 SCOTT AZ MK                                        1152503.4 |
 NP0699| CQ4881 SCOTT RM 2                           59.835 METERS 18052     |
 NP0699|---------------------------------------------------------------------|
 NP0699
 NP0699                          SUPERSEDED SURVEY CONTROL
 NP0699
 NP0699  NAD 83(1995)-  42 38 52.17738(N)    103 01 39.37868(W) AD(       ) 1
 NP0699  NAD 83(1986)-  42 38 52.17141(N)    103 01 39.36838(W) AD(       ) 1
 NP0699  NAD 27      -  42 38 52.28200(N)    103 01 37.70100(W) AD(       ) 1
 NP0699
 NP0699.Superseded values are not recommended for survey control.
 NP0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0699.See file dsdata.txt to determine how the superseded data were derived.
 NP0699
 NP0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH6168423594(NAD 83)
 NP0699_MARKER: DS = TRIANGULATION STATION DISK
 NP0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0699
 NP0699  HISTORY     - Date     Condition        Report By
 NP0699  HISTORY     - 1934     MONUMENTED       CGS
 NP0699
 NP0699                          STATION DESCRIPTION
 NP0699
 NP0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0699'THIS STATION IS ABOUT 14 MILES S OF CHADRON, ON HIGHEST POINT
 NP0699'OF NORTHERN END OF PROMINENT POINT, DROPPING OFF TO THE N 0.1
 NP0699'MILE N OF THE HOME OF MR. W.C. SCOTT, THE OWNER OF THE LAND
 NP0699'ON WHICH THE STATION IS LOCATED, 100 FEET N OF A POINT WHERE
 NP0699'ROAD LEAVES THE RIDGE AND TURNS LEFT DOWN INTO THE VALLEY,
 NP0699'APPROXIMATELY ON THE LINE BETWEEN SECTIONS 24 AND 23, T 31 N,
 NP0699'R 49 W, AND THE MARK PROJECTS 6 INCHES.
 NP0699'
 NP0699'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0699'DISKS SET IN CONCRETE POSTS.
 NP0699'
 NP0699'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 6 INCHES.
 NP0699'
 NP0699'REFERENCE MARK NO. 2 IS S OF THE STATION, 27 FEET W OF THE
 NP0699'CENTER LINE OF ROAD ON SECTION-LINE, 46.5 FEET NE OF POWER-LINE
 NP0699'POLE, AND PROJECTS 6 INCHES.
 NP0699'
 NP0699'AZIMUTH MARK IS ESE OF THE STATION, 0.5 MILE S AND 1.0 MILE
 NP0699'E, 2 FEET E OF A N-S FENCE, ABOUT 50 YARDS N OF GRADED ROAD AND
 NP0699'0.1 MILE W OF A LARGE, YELLOW HOUSE AND FARM BUILDINGS, OWNED
 NP0699'BY STEFFENSON.
 NP0699'
 NP0699'THE MARK PROJECTS 4 INCHES.
 NP0699'
 NP0699'TO REACH STATION FROM THE ENTRANCE TO THE CHADRON STATE PARK
 NP0699'BY GOING S TOWARD ALLIANCE ON STATE ROUTE 19, 5.2 MILES TO A
 NP0699'CROSSROADS AND A SIGN READING CRAWFORD 32 MILES.  TURN RIGHT OR
 NP0699'W, AND GO 3.0 MILES ON MAIN GRADED ROAD.  THEN RIGHT OR DUE N
 NP0699'THROUGH CATTLE GUARD AND GO 0.4 MILE TO MR. W.C. SCOTTS HOUSE
 NP0699'ON THE W SIDE OF THE ROAD.  PASS HOUSE AND CONTINUE 0.1 MILE
 NP0699'TO THE END OF A PROMINENT POINT AND THE STATION.
 NP0699'
 NP0699'A 4-FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH7223 ***********************************************************************
 DH7223  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7223  DESIGNATION -  SCOTTS BLUFF CNTY CORS ARP
 DH7223  CORS_ID     -  NESC
 DH7223  PID         -  DH7223
 DH7223  STATE/COUNTY-  NE/SCOTTS BLUFF
 DH7223  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 DH7223
 DH7223                         *CURRENT SURVEY CONTROL
 DH7223  ___________________________________________________________________
 DH7223* NAD 83(CORS)-  41 49 37.75219(N)    103 39 39.72051(W)     ADJUSTED  
 DH7223* NAVD 88     -                                                        
 DH7223  ___________________________________________________________________
 DH7223  EPOCH DATE  -        2002.00
 DH7223  X           -  -1,124,370.782 (meters)                     COMP
 DH7223  Y           -  -4,626,024.944 (meters)                     COMP
 DH7223  Z           -   4,232,106.518 (meters)                     COMP
 DH7223  ELLIP HEIGHT-        1183.40  (meters)          (12/??/05) GPS OBS
 DH7223  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 DH7223
 DH7223  HORZ ORDER  -  SPECIAL (CORS)
 DH7223  ELLP ORDER  -  SPECIAL (CORS)
 DH7223
 DH7223.ITRF positions are available for this station.
 DH7223.The coordinates were established by GPS observations
 DH7223.and adjusted by the National Geodetic Survey in December 2005..
 DH7223.The coordinates are valid at the epoch date displayed above.
 DH7223.The epoch date for horizontal control is a decimal equivalence
 DH7223.of Year/Month/Day.
 DH7223
 DH7223
 DH7223.The PID for the CORS L1 Phase Center is DH7224.
 DH7223
 DH7223.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7223
 DH7223.The ellipsoidal height was determined by GPS observations
 DH7223.and is referenced to NAD 83.
 DH7223
 DH7223.The geoid height was determined by GEOID03.
 DH7223
 DH7223;                    North         East     Units Scale Factor Converg.
 DH7223;SPC NE       -   227,801.932   196,051.046   MT  0.99967428   -2 25 34.2
 DH7223
 DH7223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7223!SPC NE       -   0.99981442  x   0.99967428  =   0.99948876
 DH7223
 DH7223                          SUPERSEDED SURVEY CONTROL
 DH7223
 DH7223.No superseded survey control is available for this station.
 DH7223
 DH7223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1119131452(NAD 83)
 DH7223_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7223
 DH7223                          STATION DESCRIPTION
 DH7223
 DH7223'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7223'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7223'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7223'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7223'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7223'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH7224 ***********************************************************************
 DH7224  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7224  DESIGNATION -  SCOTTS BLUFF CNTY CORS L1 PHASE CENTER
 DH7224  CORS_ID     -  NESC
 DH7224  PID         -  DH7224
 DH7224  STATE/COUNTY-  NE/SCOTTS BLUFF
 DH7224  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 DH7224
 DH7224                         *CURRENT SURVEY CONTROL
 DH7224  ___________________________________________________________________
 DH7224* NAD 83(CORS)-  41 49 37.75223(N)    103 39 39.72049(W)     ADJUSTED  
 DH7224* NAVD 88     -                                                        
 DH7224  ___________________________________________________________________
 DH7224  EPOCH DATE  -        2002.00
 DH7224  X           -  -1,124,370.800 (meters)                     COMP
 DH7224  Y           -  -4,626,025.022 (meters)                     COMP
 DH7224  Z           -   4,232,106.593 (meters)                     COMP
 DH7224  ELLIP HEIGHT-        1183.51  (meters)          (12/??/05) GPS OBS
 DH7224  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 DH7224
 DH7224  HORZ ORDER  -  SPECIAL (CORS)
 DH7224  ELLP ORDER  -  SPECIAL (CORS)
 DH7224
 DH7224.ITRF positions are available for this station.
 DH7224.The coordinates were established by GPS observations
 DH7224.and adjusted by the National Geodetic Survey in December 2005..
 DH7224.The coordinates are valid at the epoch date displayed above.
 DH7224.The epoch date for horizontal control is a decimal equivalence
 DH7224.of Year/Month/Day.
 DH7224
 DH7224
 DH7224.The PID for the CORS ARP is DH7223.
 DH7224
 DH7224.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7224
 DH7224.The ellipsoidal height was determined by GPS observations
 DH7224.and is referenced to NAD 83.
 DH7224
 DH7224.The geoid height was determined by GEOID03.
 DH7224
 DH7224;                    North         East     Units Scale Factor Converg.
 DH7224;SPC NE       -   227,801.933   196,051.046   MT  0.99967428   -2 25 34.2
 DH7224
 DH7224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7224!SPC NE       -   0.99981441  x   0.99967428  =   0.99948875
 DH7224
 DH7224                          SUPERSEDED SURVEY CONTROL
 DH7224
 DH7224.No superseded survey control is available for this station.
 DH7224
 DH7224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1119131452(NAD 83)
 DH7224_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7224
 DH7224                          STATION DESCRIPTION
 DH7224
 DH7224'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7224'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7224'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7224'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7224'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7224'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0262 ***********************************************************************
 MN0262  DESIGNATION -  SCOTTSBLUFF
 MN0262  PID         -  MN0262
 MN0262  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0262  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0262
 MN0262                         *CURRENT SURVEY CONTROL
 MN0262  ___________________________________________________________________
 MN0262* NAD 83(1986)-  41 51 51.     (N)    103 39 40.     (W)     SCALED    
 MN0262* NAVD 88     -      1184.700  (meters)    3886.80   (feet)  ADJUSTED  
 MN0262  ___________________________________________________________________
 MN0262  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 MN0262  DYNAMIC HT  -        1183.938 (meters)    3884.30  (feet)  COMP
 MN0262  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 MN0262
 MN0262  VERT ORDER  -  SECOND    CLASS 0
 MN0262
 MN0262.The horizontal coordinates were scaled from a topographic map and have
 MN0262.an estimated accuracy of +/- 6 seconds.
 MN0262
 MN0262.The orthometric height was determined by differential leveling
 MN0262.and adjusted by the National Geodetic Survey in June 1991..
 MN0262
 MN0262.The geoid height was determined by GEOID03.
 MN0262
 MN0262.The dynamic height is computed by dividing the NAVD 88
 MN0262.geopotential number by the normal gravity value computed on the
 MN0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MN0262.degrees latitude (g = 980.6199 gals.).
 MN0262
 MN0262.The modeled gravity was interpolated from observed gravity values.
 MN0262
 MN0262;                    North         East    Units  Estimated Accuracy
 MN0262;SPC NE       -   231,910.      196,220.      MT  (+/- 180 meters Scaled)
 MN0262
 MN0262                          SUPERSEDED SURVEY CONTROL
 MN0262
 MN0262  NGVD 29 (??/??/92) 1184.048  (m)         3884.66   (f) ADJ UNCH    2 0
 MN0262
 MN0262.Superseded values are not recommended for survey control.
 MN0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0262.See file dsdata.txt to determine how the superseded data were derived.
 MN0262
 MN0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG111355(NAD 83)
 MN0262_MARKER: DB = BENCH MARK DISK
 MN0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MN0262_SP_SET: WATER TABLE
 MN0262_STAMPING: SCOTTSBLUFF 1934
 MN0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MN0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MN0262+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2003
 MN0262
 MN0262  HISTORY     - Date     Condition        Report By
 MN0262  HISTORY     - 1934     MONUMENTED       CGS
 MN0262  HISTORY     - 1962     GOOD             NGS
 MN0262  HISTORY     - 20030924 GOOD             NGS
 MN0262
 MN0262                          STATION DESCRIPTION
 MN0262
 MN0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 MN0262'AT SCOTTSBLUFF.
 MN0262'AT SCOTTSBLUFF, SCOTTS BLUFF COUNTY, AT THE CORNER OF FIRST
 MN0262'AVENUE AND EIGHTEENTH STREET, AT THE PUBLIC LIBRARY, IN THE NORTH
 MN0262'FACE OF THE CONCRETE WATER TABLE, 3.0 FEET EAST OF THE NORTHWEST
 MN0262'CORNER OF THE BUILDING, 0.45 FOOT BELOW THE TOP OF THE WATER
 MN0262'TABLE, AND 0.65 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED
 MN0262'SCOTTSBLUFF 1934 AND SET VERTICALLY.
 MN0262
 MN0262                          STATION RECOVERY (2003)
 MN0262
 MN0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0262'BLDG. IS NOW THE WEST NEBRASKA ARTS CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0634 ***********************************************************************
 MN0634  DESIGNATION -  SCOTTSBLUFF
 MN0634  PID         -  MN0634
 MN0634  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0634  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0634
 MN0634                         *CURRENT SURVEY CONTROL
 MN0634  ___________________________________________________________________
 MN0634* NAD 83(1995)-  41 50 17.28292(N)    103 41 55.17573(W)     ADJUSTED  
 MN0634* NAVD 88     -      1418.3    (meters)    4653.     (feet)  VERTCON   
 MN0634  ___________________________________________________________________
 MN0634  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 MN0634  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 MN0634
 MN0634  HORZ ORDER  -  FIRST
 MN0634
 MN0634.The horizontal coordinates were established by classical geodetic methods
 MN0634.and adjusted by the National Geodetic Survey in August 1997..
 MN0634
 MN0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0634
 MN0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0634
 MN0634.The geoid height was determined by GEOID03.
 MN0634
 MN0634;                    North         East     Units Scale Factor Converg.
 MN0634;SPC NE       -   229,153.010   192,981.235   MT  0.99967537   -2 27 03.9
 MN0634;UTM  13      - 4,632,623.234   608,047.629   MT  0.99974366   +0 52 05.2
 MN0634
 MN0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0634!SPC NE       -   0.99978057  x   0.99967537  =   0.99945601
 MN0634!UTM  13      -   0.99978057  x   0.99974366  =   0.99952428
 MN0634
 MN0634:                Primary Azimuth Mark                     Grid Az
 MN0634:SPC NE       -  SCOTTSBLUFF MUNICIPAL TANK               041 52 18.0
 MN0634:UTM  13      -  SCOTTSBLUFF MUNICIPAL TANK               038 33 08.9
 MN0634
 MN0634|---------------------------------------------------------------------|
 MN0634| PID    Reference Object                     Distance      Geod. Az  |
 MN0634|                                                           dddmmss.s |
 MN0634| MN0635 SCOTTSBLUFF MUNICIPAL TANK          APPROX. 5.1 KM 0392514.1 |
 MN0634| MN0636 SCOTTSBLUFF CHURCH SPIRE            APPROX. 4.8 KM 0430556.9 |
 MN0634| MN0637 SCOTTSBLUFF PWR PLANT WATER TK      APPROX. 3.8 KM 0522821.6 |
 MN0634| CP8582 SCOTTSBLUFF RM 3 AZIMUTH                           0651820.4 |
 MN0634| MN0633 SCOTTSBLUFF SUGAR MILL STACK        APPROX. 5.8 KM 0672042.0 |
 MN0634| MN0639 GERING SUGAR MILL TANK              APPROX. 3.9 KM 0975901.1 |
 MN0634| MN0640 GERING SUGAR MILL STACK             APPROX. 3.9 KM 0983410.7 |
 MN0634| MN0632 MINATARE MUNICIPAL TANK             APPROX.16.4 KM 1011124.7 |
 MN0634| MN0532 MINATARE SUGAR MILL TANK            APPROX.17.0 KM 1034206.2 |
 MN0634| MN0531 BAYARD MUNICIPAL TANK               APPROX.32.4 KM 1045825.8 |
 MN0634| MN0529 BAYARD SUGAR MILL CHIMNEY           APPROX.31.4 KM 1055203.8 |
 MN0634| MN0638 GERING MUNICIPAL TANK               APPROX. 3.5 KM 1175717.2 |
 MN0634| CP8580 SCOTTSBLUFF RM 1                     24.902 METERS 22349     |
 MN0634| CP8581 SCOTTSBLUFF RM 2                     20.544 METERS 31229     |
 MN0634|---------------------------------------------------------------------|
 MN0634
 MN0634                          SUPERSEDED SURVEY CONTROL
 MN0634
 MN0634  NAD 83(1995)-  41 50 17.28272(N)    103 41 55.17581(W) AD(       ) 1
 MN0634  NAD 83(1986)-  41 50 17.27563(N)    103 41 55.18049(W) AD(       ) 1
 MN0634  NAD 27      -  41 50 17.39200(N)    103 41 53.38000(W) AD(       ) 1
 MN0634  NGVD 29 (09/11/89) 1417.6    (m)         4651.     (f) VERT ANG       
 MN0634
 MN0634.Superseded values are not recommended for survey control.
 MN0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0634.See file dsdata.txt to determine how the superseded data were derived.
 MN0634
 MN0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG0804832623(NAD 83)
 MN0634_MARKER: DS = TRIANGULATION STATION DISK
 MN0634_SETTING: 66 = SET IN ROCK OUTCROP
 MN0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MN0634+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 MN0634
 MN0634  HISTORY     - Date     Condition        Report By
 MN0634  HISTORY     - 1933     MONUMENTED       CGS
 MN0634  HISTORY     - 1949     GOOD             CGS
 MN0634  HISTORY     - 1962     GOOD             CGS
 MN0634  HISTORY     - 1974     GOOD             USGS
 MN0634  HISTORY     - 20030724 GOOD             NGS
 MN0634  HISTORY     - 20040810 GOOD             USPSQD
 MN0634
 MN0634                          STATION DESCRIPTION
 MN0634
 MN0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MN0634'ABOUT 2 MILES SOUTHWEST OF SCOTTSBLUFF AND 2 MILES NORTHWEST
 MN0634'OF GERING, ON HIGHEST POINT OF SCOTTS BLUFF, A NATIONAL
 MN0634'MONUMENT.
 MN0634'
 MN0634'REACHED FROM SCOTTSBLUFF VIA STATE HIGHWAY 29, SOUTH ACROSS
 MN0634'BRIDGE 1.75 MILES TO FIRST ROAD LEADING WEST WHICH LEADS
 MN0634'TO COUNTRY CLUB.  FOLLOW THIS ROAD WEST TO COUNTRY CLUB GATE,
 MN0634'THENCE SOUTH TO FOOT OF TRAIL.  STATION IS REACHED BY PACKING
 MN0634'UP GRADED TRAIL TO SUMMIT, ABOUT A 20-MINUTE WALK.  STATION
 MN0634'IS ON HIGHEST POINT OF BLUFF ON BARE, SOFT, CHALKY ROCK NEAR
 MN0634'PRECIPITIOUS CLIFF TO NORTHEAST.  STATION MARK IS STANDARD
 MN0634'TABLET SET IN SOFT ROCK.  THERE IS NO UNDERGROUND
 MN0634'MARK.
 MN0634'
 MN0634'REFERENCE MARK NO. 1 IS STANDARD REFERENCE-MARK TABLET SET
 MN0634'IN CAST-IRON PIPE FILLED WITH CONCRETE AND PROJECTING ABOUT
 MN0634'6 INCHES ABOVE GROUND, SOUTHWEST OF STATION.
 MN0634'
 MN0634'REFERENCE MARK NO. 2 IS STANDARD REFERENCE-MARK TABLET SET
 MN0634'IN SOFT ROCK AT FLAT PLACE ABOUT 20 FEET BACK FROM CLIFF.
 MN0634'
 MN0634'REFERENCE MARK NO. 3, AZIMUTH MARK, IS NORTHEAST OF STATION
 MN0634'IN FENCE LINE JUST SOUTH OF ENTRANCE TO COUNTRY CLUB.
 MN0634'
 MN0634'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.04 METERS.
 MN0634
 MN0634                          STATION RECOVERY (1949)
 MN0634
 MN0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WTJ)
 MN0634'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MN0634
 MN0634                          STATION RECOVERY (1962)
 MN0634
 MN0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WPY)
 MN0634'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MN0634
 MN0634                          STATION RECOVERY (1974)
 MN0634
 MN0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RRB)
 MN0634'STA. MK. FOUND IN GOOD CONDITION AS DESCRIBED.
 MN0634'
 MN0634'R.M. 1 AND 2 NOT FOUND.
 MN0634'
 MN0634'AZ. MK. NOT VISITED.
 MN0634
 MN0634                          STATION RECOVERY (2003)
 MN0634
 MN0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MN0634'NEW TO ACCESS.  DRIVE UP NAT'L MONUMNET ROAD TO PARKING LOT.  HIKE 0.1
 MN0634'MI ALONG NORTH RIM TRAIL TO HIGHPOINT AND MARK. IT IS ABOUT 5 M NW OF
 MN0634'AN NPS SIGN DISCUSSING MARK AND EROSION.  THIS MARK IS ALSO A 3RD
 MN0634'ORDER USGS BM.
 MN0634
 MN0634                          STATION RECOVERY (2004)
 MN0634
 MN0634'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MN0634'MARK FOUND GOOD. MARK IS STAMPED SCOTTSBLUFF 4649 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0636 ***********************************************************************
 MN0636  DESIGNATION -  SCOTTSBLUFF CHURCH SPIRE
 MN0636  PID         -  MN0636
 MN0636  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0636  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0636
 MN0636                         *CURRENT SURVEY CONTROL
 MN0636  ___________________________________________________________________
 MN0636* NAD 83(1995)-  41 52 11.56409(N)    103 39 32.07226(W)     ADJUSTED  
 MN0636* NAVD 88     -                                                        
 MN0636  ___________________________________________________________________
 MN0636  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 MN0636  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 MN0636
 MN0636  HORZ ORDER  -  THIRD
 MN0636
 MN0636.The horizontal coordinates were established by classical geodetic methods
 MN0636.and adjusted by the National Geodetic Survey in August 1997..
 MN0636
 MN0636
 MN0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0636
 MN0636.The geoid height was determined by GEOID03.
 MN0636
 MN0636;                    North         East     Units Scale Factor Converg.
 MN0636;SPC NE       -   232,534.222   196,428.029   MT  0.99967873   -2 25 29.1
 MN0636;UTM  13      - 4,636,198.612   611,293.082   MT  0.99975241   +0 53 42.7
 MN0636
 MN0636                          SUPERSEDED SURVEY CONTROL
 MN0636
 MN0636  NAD 83(1995)-  41 52 11.56395(N)    103 39 32.07235(W) AD(       ) 4
 MN0636  NAD 83(1986)-  41 52 11.55627(N)    103 39 32.07588(W) AD(       ) 4
 MN0636  NAD 27      -  41 52 11.67600(N)    103 39 30.27700(W) AD(       ) 3
 MN0636
 MN0636.Superseded values are not recommended for survey control.
 MN0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0636.See file dsdata.txt to determine how the superseded data were derived.
 MN0636
 MN0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1129336199(NAD 83)
 MN0636_MARKER: 90 = CHURCH SPIRE
 MN0636
 MN0636  HISTORY     - Date     Condition        Report By
 MN0636  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0636
 MN0636                          STATION DESCRIPTION
 MN0636
 MN0636'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4409 ***********************************************************************
 AJ4409  DESIGNATION -  SCOTTSBLUFF GPS BASE STA ARP
 AJ4409  PID         -  AJ4409
 AJ4409  STATE/COUNTY-  NE/SCOTTS BLUFF
 AJ4409  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 AJ4409
 AJ4409                         *CURRENT SURVEY CONTROL
 AJ4409  ___________________________________________________________________
 AJ4409* NAD 83(1995)-  41 49 37.75232(N)    103 39 39.72109(W)     ADJUSTED  
 AJ4409* NAVD 88     -      1202.3    (meters)    3945.     (feet)  GPS OBS   
 AJ4409  ___________________________________________________________________
 AJ4409  X           -  -1,124,370.798 (meters)                     COMP
 AJ4409  Y           -  -4,626,024.952 (meters)                     COMP
 AJ4409  Z           -   4,232,106.535 (meters)                     COMP
 AJ4409  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 AJ4409  ELLIP HEIGHT-        1183.42  (meters)          (07/10/01) GPS OBS
 AJ4409  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 AJ4409
 AJ4409  HORZ ORDER  -  A
 AJ4409  ELLP ORDER  -  FOURTH    CLASS I
 AJ4409
 AJ4409.The horizontal coordinates were established by GPS observations
 AJ4409.and adjusted by the National Geodetic Survey in July 2001..
 AJ4409
 AJ4409.The orthometric height was determined by GPS observations and a
 AJ4409.high-resolution geoid model.
 AJ4409
 AJ4409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4409
 AJ4409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4409
 AJ4409.The ellipsoidal height was determined by GPS observations
 AJ4409.and is referenced to NAD 83.
 AJ4409
 AJ4409.The geoid height was determined by GEOID03.
 AJ4409
 AJ4409;                    North         East     Units Scale Factor Converg.
 AJ4409;SPC NE       -   227,801.937   196,051.033   MT  0.99967428   -2 25 34.2
 AJ4409;UTM  13      - 4,631,452.078   611,190.733   MT  0.99975214   +0 53 34.9
 AJ4409
 AJ4409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4409!SPC NE       -   0.99981442  x   0.99967428  =   0.99948876
 AJ4409!UTM  13      -   0.99981442  x   0.99975214  =   0.99956661
 AJ4409
 AJ4409                          SUPERSEDED SURVEY CONTROL
 AJ4409
 AJ4409.No superseded survey control is available for this station.
 AJ4409
 AJ4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1119131452(NAD 83)
 AJ4409_MARKER: Z = SEE DESCRIPTION
 AJ4409_SETTING: 0 = UNSPECIFIED SETTING
 AJ4409_MARK LOGO: NONE  
 AJ4409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4409+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ4409
 AJ4409  HISTORY     - Date     Condition        Report By
 AJ4409  HISTORY     - 1997     MONUMENTED       NEGS
 AJ4409
 AJ4409                          STATION DESCRIPTION
 AJ4409
 AJ4409'DESCRIBED BY NEBRASKA GEODETIC SURVEY 1997
 AJ4409'THE STATION IS A GPS BASE STATION ANTENNA REFERENCE POINT.  THE
 AJ4409'STATION IS MAINTAINED BY SCOTTS BLUFF COUNTY SURVEYOR AND THE NEBRASKA
 AJ4409'STATE SURVEYORS OFFICE.  THE STATION IS LOCATED IN THE CITY OF
 AJ4409'SCOTTSBLUFF, NEBRASKA.  INQUIRIES REGARDING DATA MANAGEMENT MATTERS
 AJ4409'FOR THE STATION SHOULD BE DIRECTED TO MR.  STEVE COBB AT THE NEBRASKA
 AJ4409'STATE SURVEYORS OFFICE IN LINCOLN, NEBRASKA. FOR FURTHER INFORMATION
 AJ4409'GO TO WWW.SSO.STATE.NE.US.  FOR ALL OTHER BUSINESS RELATED TO THIS
 AJ4409'STATION, CONTACT MR.  DUANE STOTT, THE SCOTTS BLUFF COUNTY SURVEYOR AT
 AJ4409'308-436-6654, VOICE OR 308-436-6699, FAX.  THIS STATION MAY BECOME
 AJ4409'PART OF THE COOP CORS NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0635 ***********************************************************************
 MN0635  DESIGNATION -  SCOTTSBLUFF MUNICIPAL TANK
 MN0635  PID         -  MN0635
 MN0635  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0635  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0635
 MN0635                         *CURRENT SURVEY CONTROL
 MN0635  ___________________________________________________________________
 MN0635* NAD 83(1995)-  41 52 25.29832(N)    103 39 34.35505(W)     ADJUSTED  
 MN0635* NAVD 88     -                                                        
 MN0635  ___________________________________________________________________
 MN0635  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 MN0635  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 MN0635
 MN0635  HORZ ORDER  -  THIRD
 MN0635
 MN0635.The horizontal coordinates were established by classical geodetic methods
 MN0635.and adjusted by the National Geodetic Survey in August 1997..
 MN0635
 MN0635
 MN0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0635
 MN0635.The geoid height was determined by GEOID03.
 MN0635
 MN0635;                    North         East     Units Scale Factor Converg.
 MN0635;SPC NE       -   232,959.675   196,393.375   MT  0.99967916   -2 25 30.6
 MN0635;UTM  13      - 4,636,621.376   611,233.842   MT  0.99975225   +0 53 41.4
 MN0635
 MN0635                          SUPERSEDED SURVEY CONTROL
 MN0635
 MN0635  NAD 83(1995)-  41 52 25.29821(N)    103 39 34.35511(W) AD(       ) 4
 MN0635  NAD 83(1986)-  41 52 25.29078(N)    103 39 34.35832(W) AD(       ) 4
 MN0635  NAD 27      -  41 52 25.41500(N)    103 39 32.55300(W) AD(       ) 3
 MN0635
 MN0635.Superseded values are not recommended for survey control.
 MN0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0635.See file dsdata.txt to determine how the superseded data were derived.
 MN0635
 MN0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1123436621(NAD 83)
 MN0635_MARKER: 53 = ELEVATED TANK
 MN0635
 MN0635  HISTORY     - Date     Condition        Report By
 MN0635  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0635  HISTORY     - 1944     GOOD             CGS
 MN0635  HISTORY     - 1973     GOOD             NGS
 MN0635
 MN0635                          STATION DESCRIPTION
 MN0635
 MN0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (WB)
 MN0635'LOCATED AT N EDGE OF SCOTTSBLUFF, NEAR FOOTBALL STADIUM,
 MN0635'ONE BLOCK E OF MAIN THOROUGHFARE, AND IN A SMALL MUNICIPAL
 MN0635'PARK.
 MN0635'
 MN0635'THE STATION IS A STRUCTURAL STEEL BLACK WATER TANK AND IS
 MN0635'106 FEET HIGH.
 MN0635
 MN0635                          STATION RECOVERY (1973)
 MN0635
 MN0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MN0635'THE STATION WAS RECOVERED AS DESCRIBED BUT IS PAINTED ALUMINUM
 MN0635'IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0637 ***********************************************************************
 MN0637  DESIGNATION -  SCOTTSBLUFF PWR PLANT WATER TK
 MN0637  PID         -  MN0637
 MN0637  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0637  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0637
 MN0637                         *CURRENT SURVEY CONTROL
 MN0637  ___________________________________________________________________
 MN0637* NAD 83(1995)-  41 51 32.12948(N)    103 39 44.79107(W)     ADJUSTED  
 MN0637* NAVD 88     -                                                        
 MN0637  ___________________________________________________________________
 MN0637  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 MN0637  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 MN0637
 MN0637  HORZ ORDER  -  THIRD
 MN0637
 MN0637.The horizontal coordinates were established by classical geodetic methods
 MN0637.and adjusted by the National Geodetic Survey in August 1997..
 MN0637
 MN0637
 MN0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0637
 MN0637.The geoid height was determined by GEOID03.
 MN0637
 MN0637;                    North         East     Units Scale Factor Converg.
 MN0637;SPC NE       -   231,331.441   196,083.571   MT  0.99967754   -2 25 37.5
 MN0637;UTM  13      - 4,634,977.813   611,018.834   MT  0.99975166   +0 53 33.5
 MN0637
 MN0637                          SUPERSEDED SURVEY CONTROL
 MN0637
 MN0637  NAD 83(1995)-  41 51 32.12937(N)    103 39 44.79114(W) AD(       ) 4
 MN0637  NAD 83(1986)-  41 51 32.12172(N)    103 39 44.79462(W) AD(       ) 4
 MN0637  NAD 27      -  41 51 32.24000(N)    103 39 42.99600(W) AD(       ) 3
 MN0637
 MN0637.Superseded values are not recommended for survey control.
 MN0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0637.See file dsdata.txt to determine how the superseded data were derived.
 MN0637
 MN0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1101934978(NAD 83)
 MN0637_MARKER: 53 = ELEVATED TANK
 MN0637
 MN0637  HISTORY     - Date     Condition        Report By
 MN0637  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0637  HISTORY     - 1944     GOOD             CGS
 MN0637  HISTORY     - 1958     GOOD             CGS
 MN0637
 MN0637                          STATION DESCRIPTION
 MN0637
 MN0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (WB)
 MN0637'STATION IS LOCATED NEAR CENTER OF SCOTTSBLUFF, 90 FEET E OF
 MN0637'MAIN THOROUGHFARE, AND JUST S OF CHICAGO, BURLINGTON, AND
 MN0637'QUINCY RAILROAD.
 MN0637'
 MN0637'THE STATION IS A STRUCTURAL STEEL WATER TANK OF THE CONSUMERS
 MN0637'PUBLIC POWER DISTRICT, AND IS APPROXIMATELY 100 FEET HIGH.
 MN0637
 MN0637                          STATION RECOVERY (1958)
 MN0637
 MN0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0637'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0637'W.B. IN 1944.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0633 ***********************************************************************
 MN0633  DESIGNATION -  SCOTTSBLUFF SUGAR MILL STACK
 MN0633  PID         -  MN0633
 MN0633  STATE/COUNTY-  NE/SCOTTS BLUFF
 MN0633  USGS QUAD   -  SCOTTSBLUFF SOUTH (1976)
 MN0633
 MN0633                         *CURRENT SURVEY CONTROL
 MN0633  ___________________________________________________________________
 MN0633* NAD 83(1995)-  41 51 29.89603(N)    103 38 02.25445(W)     ADJUSTED  
 MN0633* NAVD 88     -                                                        
 MN0633  ___________________________________________________________________
 MN0633  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 MN0633  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 MN0633
 MN0633  HORZ ORDER  -  THIRD
 MN0633
 MN0633.The horizontal coordinates were established by classical geodetic methods
 MN0633.and adjusted by the National Geodetic Survey in August 1997..
 MN0633
 MN0633
 MN0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0633
 MN0633.The geoid height was determined by GEOID03.
 MN0633
 MN0633;                    North         East     Units Scale Factor Converg.
 MN0633;SPC NE       -   231,162.884   198,442.803   MT  0.99967747   -2 24 29.6
 MN0633;UTM  13      - 4,634,946.157   613,384.051   MT  0.99975820   +0 54 41.9
 MN0633
 MN0633                          SUPERSEDED SURVEY CONTROL
 MN0633
 MN0633  NAD 83(1995)-  41 51 29.89594(N)    103 38 02.25454(W) AD(       ) 4
 MN0633  NAD 83(1986)-  41 51 29.88856(N)    103 38 02.25790(W) AD(       ) 4
 MN0633  NAD 27      -  41 51 30.00700(N)    103 38 00.46100(W) AD(       ) 3
 MN0633
 MN0633.Superseded values are not recommended for survey control.
 MN0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0633.See file dsdata.txt to determine how the superseded data were derived.
 MN0633
 MN0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG1338434946(NAD 83)
 MN0633_MARKER: 63 = STACK
 MN0633
 MN0633  HISTORY     - Date     Condition        Report By
 MN0633  HISTORY     - 1933     FIRST OBSERVED   CGS
 MN0633  HISTORY     - 1944     GOOD             CGS
 MN0633  HISTORY     - 1958     GOOD             CGS
 MN0633  HISTORY     - 1962     GOOD             CGS
 MN0633  HISTORY     - 20040810 GOOD             USPSQD
 MN0633
 MN0633                          STATION DESCRIPTION
 MN0633
 MN0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (WB)
 MN0633'STATION IS LOCATED AT E EDGE OF SCOTTSBLUFF, 200 YARDS S OF
 MN0633'STATE HIGHWAY 29, AND AT THE SCOTTSBLUFF SUGAR MILL.  THE
 MN0633'STATION IS A 250-FOOT CONCRETE STACK.
 MN0633
 MN0633                          STATION RECOVERY (1958)
 MN0633
 MN0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MN0633'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0633'W.B. IN 1944 EXCEPT THAT THE SUGAR MILL IS LOCATED ON THE
 MN0633'SOUTH SIDE OF U.S. HIGHWAY 26 INSTEAD OF HIGHWAY 29.
 MN0633
 MN0633                          STATION RECOVERY (1962)
 MN0633
 MN0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WPY)
 MN0633'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MN0633
 MN0633                          STATION RECOVERY (2004)
 MN0633
 MN0633'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MN0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0485 ***********************************************************************
 MM0485  DESIGNATION -  SCOTTY
 MM0485  PID         -  MM0485
 MM0485  STATE/COUNTY-  NE/GRANT
 MM0485  USGS QUAD   -  PRATT VALLEY (1985)
 MM0485
 MM0485                         *CURRENT SURVEY CONTROL
 MM0485  ___________________________________________________________________
 MM0485* NAD 83(1995)-  41 56 15.01939(N)    101 38 57.96132(W)     ADJUSTED  
 MM0485* NAVD 88     -      1245.     (meters)    4085.     (feet)  SCALED    
 MM0485  ___________________________________________________________________
 MM0485  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 MM0485  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 MM0485
 MM0485  HORZ ORDER  -  FIRST
 MM0485
 MM0485.The horizontal coordinates were established by classical geodetic methods
 MM0485.and adjusted by the National Geodetic Survey in August 1997..
 MM0485
 MM0485.The orthometric height was scaled from a topographic map.
 MM0485
 MM0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0485
 MM0485.The geoid height was determined by GEOID03.
 MM0485
 MM0485;                    North         East     Units Scale Factor Converg.
 MM0485;SPC NE       -   234,923.069   363,260.652   MT  0.99968692   -1 05 35.1
 MM0485;UTM  14      - 4,646,232.761   280,357.151   MT  1.00019367   -1 46 16.9
 MM0485
 MM0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0485!SPC NE       -   0.99980777  x   0.99968692  =   0.99949475
 MM0485!UTM  14      -   0.99980777  x   1.00019367  =   1.00000140
 MM0485
 MM0485:                Primary Azimuth Mark                     Grid Az
 MM0485:SPC NE       -  SCOTTY AZ MK                             173 07 01.1
 MM0485:UTM  14      -  SCOTTY AZ MK                             173 47 42.9
 MM0485
 MM0485|---------------------------------------------------------------------|
 MM0485| PID    Reference Object                     Distance      Geod. Az  |
 MM0485|                                                           dddmmss.s |
 MM0485| CP8583 SCOTTY AZ MK                                       1720126.0 |
 MM0485| CP8584 SCOTTY RM 1                          16.135 METERS 23457     |
 MM0485| CP8585 SCOTTY RM 2                           9.308 METERS 34640     |
 MM0485|---------------------------------------------------------------------|
 MM0485
 MM0485                          SUPERSEDED SURVEY CONTROL
 MM0485
 MM0485  NAD 83(1986)-  41 56 15.01836(N)    101 38 57.96565(W) AD(       ) 1
 MM0485  NAD 27      -  41 56 15.06500(N)    101 38 56.33600(W) AD(       ) 1
 MM0485
 MM0485.Superseded values are not recommended for survey control.
 MM0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0485.See file dsdata.txt to determine how the superseded data were derived.
 MM0485
 MM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKM8035746233(NAD 83)
 MM0485_MARKER: DS = TRIANGULATION STATION DISK
 MM0485_SETTING: 0 = UNSPECIFIED SETTING
 MM0485
 MM0485  HISTORY     - Date     Condition        Report By
 MM0485  HISTORY     - 1946     MONUMENTED       CGS
 MM0485
 MM0485                          STATION DESCRIPTION
 MM0485
 MM0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (GAG)
 MM0485'LOCATED ABOUT 7-1/4 MILES SOUTHEAST OF HYANNIS ON THE HIGHEST
 MM0485'POINT OF A PROMINENT SAND DUNE.  IT IS A STANDARD DISK WELDED
 MM0485'TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 14 INCHES.  IT
 MM0485'IS STAMPED SCOTTY 1946.
 MM0485'
 MM0485'REFERENCE MARK NO. 1 IS ABOUT 6 FEET LOWER THAN THE STATION.
 MM0485'IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE
 MM0485'THAT PROJECTS 6 INCHES.  IT IS STAMPED SCOTTY NO 1 1946.
 MM0485'
 MM0485'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION.
 MM0485'IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE
 MM0485'THAT PROJECTS 8 INCHES.  IT IS STAMPED SCOTTY NO 2 1946.
 MM0485'
 MM0485'THE AZIMUTH MARK IS 75 FEET WEST OF A GATE AND T FENCE INTERSECTION.
 MM0485'IT IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH SOIL PIPE
 MM0485'THAT PROJECTS 8 INCHES.  IT IS STAMPED SCOTTY 1946.
 MM0485'
 MM0485'TO REACH THE STATION FROM THE NORTH END OF THE MAIN STREET IN
 MM0485'HYANNIS, GO EAST ON STATE HIGHWAY NO. 2 FOR 1.45 MILES TO A SIDE
 MM0485'ROAD ON THE RIGHT, THEN RIGHT, SOUTH, FOR 4.1 MILES.  THEN LEFT
 MM0485'FORK FOR 0.5 MILE.  THEN RIGHT FORK FOR 2.75 MILES.  THEN
 MM0485'LEFT FORK FOR 0.15 MILE TO AN AUTO GATE.  PASS THROUGH GATE,
 MM0485'CONTINUE FOR 0.55 MILE TO A GATE (JUST AFTER PASSING A FARM
 MM0485'HOUSE ON THE LEFT).  THEN THROUGH GATE, FIRST NORTHWESTERLY
 MM0485'THEN NORTHEASTERLY, FOR 0.4 MILE TO A GATE AND A T FENCE
 MM0485'INTERSECTION AND THE AZIMUTH MARK ON THE LEFT.  THROUGH GATE,
 MM0485'CONTINUE NORTHERLY, FOR 0.25 MILE TO THE HIGHEST POINT AND
 MM0485'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1105 ***********************************************************************
 MK1105  DESIGNATION -  SCRIBNER
 MK1105  PID         -  MK1105
 MK1105  STATE/COUNTY-  NE/DODGE
 MK1105  USGS QUAD   -  SCRIBNER (1966)
 MK1105
 MK1105                         *CURRENT SURVEY CONTROL
 MK1105  ___________________________________________________________________
 MK1105* NAD 83(1986)-  41 39 59.     (N)    096 40 01.     (W)     SCALED    
 MK1105* NAVD 88     -       382.809  (meters)    1255.93   (feet)  ADJUSTED  
 MK1105  ___________________________________________________________________
 MK1105  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 MK1105  DYNAMIC HT  -         382.663 (meters)    1255.45  (feet)  COMP
 MK1105  MODELED GRAV-     980,229.3   (mgal)                       NAVD 88
 MK1105
 MK1105  VERT ORDER  -  SECOND    CLASS 0
 MK1105
 MK1105.The horizontal coordinates were scaled from a topographic map and have
 MK1105.an estimated accuracy of +/- 6 seconds.
 MK1105
 MK1105.The orthometric height was determined by differential leveling
 MK1105.and adjusted by the National Geodetic Survey in June 1991..
 MK1105
 MK1105.The geoid height was determined by GEOID03.
 MK1105
 MK1105.The dynamic height is computed by dividing the NAVD 88
 MK1105.geopotential number by the normal gravity value computed on the
 MK1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK1105.degrees latitude (g = 980.6199 gals.).
 MK1105
 MK1105.The modeled gravity was interpolated from observed gravity values.
 MK1105
 MK1105;                    North         East    Units  Estimated Accuracy
 MK1105;SPC NE       -   208,860.      777,420.      MT  (+/- 180 meters Scaled)
 MK1105
 MK1105                          SUPERSEDED SURVEY CONTROL
 MK1105
 MK1105  NGVD 29 (??/??/92)  382.669  (m)         1255.47   (f) ADJ UNCH    2 0
 MK1105
 MK1105.Superseded values are not recommended for survey control.
 MK1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1105.See file dsdata.txt to determine how the superseded data were derived.
 MK1105
 MK1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM942153(NAD 83)
 MK1105_MARKER: DB = BENCH MARK DISK
 MK1105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MK1105_SP_SET: CONCRETE BASE
 MK1105_STAMPING: SCRIBNER 1934
 MK1105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MK1105
 MK1105  HISTORY     - Date     Condition        Report By
 MK1105  HISTORY     - 1934     MONUMENTED       CGS
 MK1105  HISTORY     - 1935     GOOD             NGS
 MK1105  HISTORY     - 1941     GOOD             NGS
 MK1105
 MK1105                          STATION DESCRIPTION
 MK1105
 MK1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MK1105'IN SCRIBNER.
 MK1105'IN THE WATER TOWER BEHIND THE CITY HALL OF SCRIBNER, AT THE
 MK1105'INTERSECTION OF HOWARD AND MYRTLE STREETS, IN THE MOST NORTHERLY
 MK1105'CORNER OF CONCRETE BASE OF THE NORTHEAST LEG OF WATER TOWER.
 MK1105
 MK1105                          STATION RECOVERY (1941)
 MK1105
 MK1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MK1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0763 ***********************************************************************
 NN0763  DESIGNATION -  SELDEN RESET
 NN0763  PID         -  NN0763
 NN0763  STATE/COUNTY-  NE/ROCK
 NN0763  USGS QUAD   -  HAGAN LAKE NW (1982)
 NN0763
 NN0763                         *CURRENT SURVEY CONTROL
 NN0763  ___________________________________________________________________
 NN0763* NAD 83(1995)-  42 25 51.17742(N)    099 38 13.28524(W)     ADJUSTED  
 NN0763* NAVD 88     -       808.     (meters)    2651.     (feet)  SCALED    
 NN0763  ___________________________________________________________________
 NN0763  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 NN0763  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 NN0763
 NN0763  HORZ ORDER  -  FIRST
 NN0763
 NN0763.The horizontal coordinates were established by classical geodetic methods
 NN0763.and adjusted by the National Geodetic Survey in August 1997..
 NN0763
 NN0763.The orthometric height was scaled from a topographic map.
 NN0763
 NN0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0763
 NN0763.The geoid height was determined by GEOID03.
 NN0763
 NN0763;                    North         East     Units Scale Factor Converg.
 NN0763;SPC NE       -   288,469.470   529,862.744   MT  0.99978903   +0 14 26.0
 NN0763;UTM  14      - 4,697,814.970   447,600.521   MT  0.99963378   -0 25 47.3
 NN0763
 NN0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0763!SPC NE       -   0.99987682  x   0.99978903  =   0.99966588
 NN0763!UTM  14      -   0.99987682  x   0.99963378  =   0.99951065
 NN0763
 NN0763:                Primary Azimuth Mark                     Grid Az
 NN0763:SPC NE       -  SELDEN AZ MK                             000 38 12.1
 NN0763:UTM  14      -  SELDEN AZ MK                             001 18 25.4
 NN0763
 NN0763|---------------------------------------------------------------------|
 NN0763| PID    Reference Object                     Distance      Geod. Az  |
 NN0763|                                                           dddmmss.s |
 NN0763| CO4515 SELDEN AZ MK                                       0005238.1 |
 NN0763| NN0781 BASSETT MUNICIPAL TANK              APPROX.19.2 KM 0251707.4 |
 NN0763| NN0782 BASSETT COURTHOUSE CUPOLA FLAG      APPROX.18.8 KM 0261252.8 |
 NN0763| NN0783 BASSETT HIGH SCHOOL CHIMNEY         APPROX.18.6 KM 0275620.9 |
 NN0763| CO4516 SELDEN RM 1                          31.635 METERS 04451     |
 NN0763| NN0732 NEWPORT MUNICIPAL TANK              APPROX.31.8 KM 0530716.0 |
 NN0763| CO4517 SELDEN RM 2                          54.888 METERS 16140     |
 NN0763| CO4518 SELDEN RM 3                          11.166 METERS 24732     |
 NN0763| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.23.0 KM 3050444.7 |
 NN0763|---------------------------------------------------------------------|
 NN0763
 NN0763                          SUPERSEDED SURVEY CONTROL
 NN0763
 NN0763  NAD 83(1986)-  42 25 51.18286(N)    099 38 13.29642(W) AD(       ) 1
 NN0763  NAD 27      -  42 25 51.18600(N)    099 38 11.85700(W) AD(       ) 1
 NN0763
 NN0763.Superseded values are not recommended for survey control.
 NN0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0763.See file dsdata.txt to determine how the superseded data were derived.
 NN0763
 NN0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM4760197815(NAD 83)
 NN0763_MARKER: DS = TRIANGULATION STATION DISK
 NN0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0763
 NN0763  HISTORY     - Date     Condition        Report By
 NN0763  HISTORY     - 1934     MONUMENTED       CGS
 NN0763  HISTORY     - 1949     SEE DESCRIPTION  CGS
 NN0763
 NN0763                          STATION DESCRIPTION
 NN0763
 NN0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0763'STATION IS LOCATED 0.25 MI. N. OF THE CENTER OF SECTION 3. T.
 NN0763'28 N. R. 20 W.  ON THE HIGHEST POINT OF A PROMINENT HILL 7.5
 NN0763'MI. SSE. OF LONG PINE, ON THE PROPERTY OF W.O. GRIFFITH OF
 NN0763'BASSETT.
 NN0763'
 NN0763'TO REACH FROM A POINT 2.1 MI S. OF BASSETT AT THE JUNCTION OF
 NN0763'HIGHWAYS 20 AND 83 GO S. ON 83 6.9 MI. TO THE JUNCTION OF ROUTE
 NN0763'55, TURN (R) W. ON 55 AND GO 5.0 MI. OR TO A POINT WHERE 55 TURNS
 NN0763'N., TURN (L) S. THROUGH GATE AND GO 0.3 MI. TO SECOND GATE,
 NN0763'CONTINUE S. THROUGH GATE FOLLOW DIM TRAIL ALONG E. SIDE OF FENCE.
 NN0763'CONTINUE SE 0.1 MI. AND PASS THROUGH FENCE ABOUT 300 FT. E. OF
 NN0763'SECTION CORNER.  GO 0.15 MI. S. THEN BEAR TO THE SW. FOR 0.25
 NN0763'MI. TO TOP OF RIDGE AND STATION.  PROJECTS 6 IN.
 NN0763'
 NN0763'R.M. 1 IS ON THE E. EDGE OF SMALL EW. RIDGE, 6 FT. W. OF E. BREAK
 NN0763'OF SLOPE.  PROJECTS 6 IN.
 NN0763'
 NN0763'R.M. 2 IS ON NS. RIDGE, 180 FT. S. OF HIGHEST POINT OF SAID
 NN0763'RIDGE.  PROJECTS 6 IN.
 NN0763'
 NN0763'TO REACH AZIMUTH MARK FROM THE ABOVE MENTIONED POINT WHERE
 NN0763'HIGHWAY 35 TURNS TO THE N. TURN S. THROUGH GATE AND GO 0.3
 NN0763'MI. TO SECOND GATE.  MARK IS IN THE EW. FENCE LINE, 27 FT. E. OF
 NN0763'CENTER LINE OF DIRT ROAD. 45 FT. E. OF NW. CORNER OF FIELD.  MARK
 NN0763'PROJECTS 6 IN.
 NN0763'
 NN0763'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 NN0763
 NN0763                          STATION RECOVERY (1949)
 NN0763
 NN0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0763'THE UNDERGROUND MARK, NOTE 7A, REFERENCE MARK NO 2, NOTE 11A AND
 NN0763'AZIMUTH MARK, NOTE 11A RECOVERED.  THE SURFACE AND UNDERGROUND
 NN0763'MARKS WERE RESET ACCORDING TO NOTES 1A AND 7A.  A NEW REFERENCE
 NN0763'MARK NO 3, NOTE 11A WAS ESTABLISHED.  THE AZIMUTH MARK IS A
 NN0763'REFERENCE MARK DISK NOW STAMPED SEIDEN AZ 1934.  FOLLOWING IS A
 NN0763'NEW AND COMPLETE DESCRIPTION.
 NN0763'
 NN0763'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH-SOUTHEAST OF LONG
 NN0763'PINE ON THE HIGHEST POINT OF A PROMINENT SAND HILL IN A PASTURE
 NN0763'ABOUT 0.3 MILE SOUTH OF EAST-WEST FENCE LINE.  IT IS SET IN A
 NN0763'BOWL LIKE DEPRESSION ON THE SAND HILL 15 FEET WEST-NORTHWEST OF
 NN0763'WITNESS POST AND STAMPED SELDEN 1934, 1949 AND PROJECTS 2 INCHES.
 NN0763'
 NN0763'REFERENCE MARK NO 2 IS SOUTH-SOUTHEAST OF THE STATION AND ABOUT
 NN0763'2 FEET LOWER IN ELEVATION THAN STATION MARK.  IT IS STAMPED SELDEN
 NN0763'NO 2 1934 AND PROJECTS 1 FOOT.
 NN0763'
 NN0763'REFERENCE MARK NO 3 IS SOUTHWEST OF THE STATION SET ON A SMALL
 NN0763'RIDGE AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN STATION MARK.
 NN0763'IT IS STAMPED SELDEN NO 3 1949 AND PROJECTS 3 INCHES.
 NN0763'
 NN0763'THE AZIMUTH MARK IS ABOUT 1.0 MILE NORTH-NORTHWEST OF THE
 NN0763'STATION, SET ON THE HIGH POINT OF A SMALL SAND HILL, 30 FEET
 NN0763'EAST OF THE CENTER OF NORTH-SOUTH TRACK ROAD AND 4 FEET WEST
 NN0763'OF WITNESS POST.  IT IS STAMPED SELDEN AZ 1934 AND PROJECTS 2
 NN0763'INCHES.
 NN0763'
 NN0763'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 20
 NN0763'AND STATE ROUTE NO 55 ABOUT 3/4 MILE NORTH OF LONG PINE, GO
 NN0763'EAST ON U.S. HIGHWAY NO 20 FOR 1.7 MILES TO CENTER OF OVERPASS,
 NN0763'CONTINUE EAST ON HIGHWAY FOR 1.8 MILES TO CROSSROAD, TURN RIGHT
 NN0763'AND FOLLOW DIRT ROAD SOUTH FOR 7.6 MILES TO GATE, PASS THROUGH
 NN0763'GATE AND CONTINUE SOUTH ON TRACK ROAD FOR 0.35 MILE TO THE
 NN0763'AZIMUTH MARK ON THE EAST SIDE AS DESCRIBED, CONTINUE SOUTH ON
 NN0763'TRACK ROAD FOR 0.2 MILE TO GATE, PASS THROUGH GATE AND
 NN0763'CONTINUE SOUTH ON FIELD ROAD ON EAST SIDE OF FENCE LINE FOR
 NN0763'0.45 MILE TO GATE IN FENCE CORNER, PASS THROUGH GATE AND
 NN0763'CONTINUE SOUTH OVER SAND HILLS FOR 0.3 MILE TO THE STATION AS
 NN0763'DESCRIBED.
 NN0763'
 NN0763'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 NN0763'
 NN0763'A 4 FOOT SIGNAL AT STATION CALAMUS 1934 IS VISIBLE AT 4 FEET
 NN0763'
 NN0763'A 4 FOOT SIGNAL AT STATION HOGAN IS VISIBLE AT 4 FEET
 NN0763'
 NN0763'AN 87 FOOT SIGNAL AT STATION PARKS IS VISIBLE AT 4 FEET
 NN0763'
 NN0763'A 4 FOOT SIGNAL AT STATION LONG PINE IS VISIBLE AT 4 FEET
 NN0763'
 NN0763'A 4 FOOT SIGNAL AT STATION BASSETT 1934 IS VISIBLE AT 4 FEET
 NN0763'
 NN0763'A 4 FOOT SIGNAL AT STATION MINNIG IS VISIBLE AT 4 FEET
 NN0763'
 NN0763'A 4 FOOT SIGNAL AT STATION SALZMAN IS VISIBLE AT 50 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MM0439 ***********************************************************************
 MM0439  DESIGNATION -  SENECA
 MM0439  PID         -  MM0439
 MM0439  STATE/COUNTY-  NE/THOMAS
 MM0439  USGS QUAD   -  SHIMMINS LAKE NE (1985)
 MM0439
 MM0439                         *CURRENT SURVEY CONTROL
 MM0439  ___________________________________________________________________
 MM0439* NAD 83(1995)-  41 58 54.01384(N)    100 49 28.47804(W)     ADJUSTED  
 MM0439* NAVD 88     -       997.23   (+/-2cm)    3271.7    (feet)  VERTCON   
 MM0439  ___________________________________________________________________
 MM0439  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 MM0439  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 MM0439
 MM0439  HORZ ORDER  -  FIRST
 MM0439  VERT ORDER  -  THIRD ? (See Below)
 MM0439
 MM0439.The horizontal coordinates were established by classical geodetic methods
 MM0439.and adjusted by the National Geodetic Survey in August 1997..
 MM0439
 MM0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 MM0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MM0439.The vertical order pertains to the NGVD 29 superseded value.
 MM0439
 MM0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 MM0439
 MM0439.The geoid height was determined by GEOID03.
 MM0439
 MM0439;                    North         East     Units Scale Factor Converg.
 MM0439;SPC NE       -   238,848.469   431,685.560   MT  0.99969302   -0 32 47.2
 MM0439;UTM  14      - 4,649,351.258   348,846.761   MT  0.99988114   -1 13 14.4
 MM0439
 MM0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MM0439!SPC NE       -   0.99984695  x   0.99969302  =   0.99954001
 MM0439!UTM  14      -   0.99984695  x   0.99988114  =   0.99972810
 MM0439
 MM0439|---------------------------------------------------------------------|
 MM0439| PID    Reference Object                     Distance      Geod. Az  |
 MM0439|                                                           dddmmss.s |
 MM0439| CN9765 SENECA RM 2                          17.922 METERS 13021     |
 MM0439| MM0440 HACKBERRY                           APPROX.12.9 KM 1982659.8 |
 MM0439| CN9763 SENECA AZ MK                                       2971535.4 |
 MM0439| CN9764 SENECA RM 1                          27.188 METERS 35236     |
 MM0439|---------------------------------------------------------------------|
 MM0439
 MM0439                          SUPERSEDED SURVEY CONTROL
 MM0439
 MM0439  NAD 83(1986)-  41 58 54.01417(N)    100 49 28.48493(W) AD(       ) 1
 MM0439  NAD 27      -  41 58 54.02500(N)    100 49 26.94900(W) AD(       ) 1
 MM0439  NGVD 29 (07/19/86)  996.89   (m)         3270.6    (f) LEVELING    3  
 MM0439
 MM0439.Superseded values are not recommended for survey control.
 MM0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MM0439.See file dsdata.txt to determine how the superseded data were derived.
 MM0439
 MM0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM4884749351(NAD 83)
 MM0439_MARKER: DS = TRIANGULATION STATION DISK
 MM0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MM0439
 MM0439  HISTORY     - Date     Condition        Report By
 MM0439  HISTORY     - 1933     MONUMENTED       CGS
 MM0439
 MM0439                          STATION DESCRIPTION
 MM0439
 MM0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 MM0439'STATION IS ABOUT 4 MILES SOUTH OF SENECA IN NORTHWEST QUARTER
 MM0439'SEC. 8, T. 23 N., R. 30 W., AND ABOUT 1/2 MILE EAST OF MAIN
 MM0439'ROAD LEADING SOUTH FROM SENECA.  REACHED FROM SENECA BY
 MM0439'FOLLOWING EAST 0.2 MILE FROM MAIN CORNER.  TURN SOUTH 4 MILES
 MM0439'TO A POINT JUST OVER TOP OF GRADE (WITH FENCE CORNER ON EAST).
 MM0439'STATION IS 225 PACES EAST AND 103 PACES SOUTH OF THIS FENCE
 MM0439'CORNER, ON HIGHEST POINT OF FLAT-TOPPED KNOLL.
 MM0439'
 MM0439'REFERENCE MARK NO. 1 WEST OF NORTH OF STATION AND ON NORTHERN
 MM0439'EDGE OF KNOLL.
 MM0439'
 MM0439'REFERENCE MARK NO. 2 SOUTHEAST OF STATION ON EDGE OF FLAT-TOPPED
 MM0439'KNOLL.
 MM0439'
 MM0439'AZIMUTH MARK IN FENCE CORNER ON EAST SIDE OF ROAD WHICH RUNS
 MM0439'SOUTH FROM SENECA DIVIDING SECTIONS 7 AND 8.  PROBABLY IN THE
 MM0439'FENCE CORNER OF THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER
 MM0439'OF SECTION 5.
 MM0439'
 MM0439'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MM0439'BRONZE DISKS SET IN SQUARE CONCRETE POSTS.
 MM0439'
 MM0439'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0755 ***********************************************************************
 LG0755  DESIGNATION -  SEWARD
 LG0755  PID         -  LG0755
 LG0755  STATE/COUNTY-  NE/SEWARD
 LG0755  USGS QUAD   -  SEWARD (1964)
 LG0755
 LG0755                         *CURRENT SURVEY CONTROL
 LG0755  ___________________________________________________________________
 LG0755* NAD 83(1995)-  40 55 35.36164(N)    097 06 35.04301(W)     ADJUSTED  
 LG0755* NAVD 88     -       455.     (meters)    1493.     (feet)  SCALED    
 LG0755  ___________________________________________________________________
 LG0755  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 LG0755  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 LG0755
 LG0755  HORZ ORDER  -  SECOND
 LG0755
 LG0755.The horizontal coordinates were established by classical geodetic methods
 LG0755.and adjusted by the National Geodetic Survey in August 1997..
 LG0755
 LG0755.The orthometric height was scaled from a topographic map.
 LG0755
 LG0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0755
 LG0755.The geoid height was determined by GEOID03.
 LG0755
 LG0755;                    North         East     Units Scale Factor Converg.
 LG0755;SPC NE       -   125,437.275   743,326.942   MT  0.99970936   +1 54 55.3
 LG0755;UTM  14      - 4,532,316.924   659,154.895   MT  0.99991177   +1 14 18.8
 LG0755
 LG0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0755!SPC NE       -   0.99993281  x   0.99970936  =   0.99964219
 LG0755!UTM  14      -   0.99993281  x   0.99991177  =   0.99984459
 LG0755
 LG0755:                Primary Azimuth Mark                     Grid Az
 LG0755:SPC NE       -  CATTLE                                   014 33 03.9
 LG0755:UTM  14      -  CATTLE                                   015 13 40.4
 LG0755
 LG0755|---------------------------------------------------------------------|
 LG0755| PID    Reference Object                     Distance      Geod. Az  |
 LG0755|                                                           dddmmss.s |
 LG0755| LG0759 CATTLE                              APPROX. 2.6 KM 0162759.2 |
 LG0755| CN9767 SEWARD RM 1                          19.133 METERS 07300     |
 LG0755| CN9766 SEWARD AZ MK                                       0964025.5 |
 LG0755| CN9768 SEWARD RM 2                          18.596 METERS 34241     |
 LG0755|---------------------------------------------------------------------|
 LG0755
 LG0755                          SUPERSEDED SURVEY CONTROL
 LG0755
 LG0755  NAD 83(1986)-  40 55 35.37064(N)    097 06 35.04250(W) AD(       ) 2
 LG0755  NAD 27      -  40 55 35.33600(N)    097 06 33.91300(W) AD(       ) 2
 LG0755
 LG0755.Superseded values are not recommended for survey control.
 LG0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0755.See file dsdata.txt to determine how the superseded data were derived.
 LG0755
 LG0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5915532317(NAD 83)
 LG0755_MARKER: DS = TRIANGULATION STATION DISK
 LG0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0755
 LG0755  HISTORY     - Date     Condition        Report By
 LG0755  HISTORY     - 1947     MONUMENTED       CGS
 LG0755  HISTORY     - 1956     GOOD             CGS
 LG0755
 LG0755                          STATION DESCRIPTION
 LG0755
 LG0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0755'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH-NORTHWEST OF SEWARD,
 LG0755'ON LAND OWNED BY MR. WALTER GAFF OF SEWARD.  IT IS ABOUT 225
 LG0755'FEET SOUTHWEST OF THE FARM HOUSE SET IN THE NORTH END OF WHEAT
 LG0755'FIELD, 1 FOOT SOUTH OF EAST-WEST FENCE LINE SEPARATING GARDEN
 LG0755'FROM FIELD AND 6 FEET EAST OF WITNESS POST.  IT IS STAMPED
 LG0755'SEWARD 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG0755'
 LG0755'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, SET IN THE
 LG0755'SOUTHWEST CORNER OF YARD LAWN AND 16.5 FEET NORTH OF EAST-WEST
 LG0755'FENCE LINE.  IT IS STAMPED SEWARD NO 1 1947 AND SET FLUSH WITH
 LG0755'THE GROUND SURFACE.
 LG0755'
 LG0755'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, ON THE
 LG0755'WEST SIDE OF THE GARDEN, 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.
 LG0755'IT IS STAMPED SEWARD NO 2 1947 AND SET FLUSH WITH GROUND SURFACE.
 LG0755'
 LG0755'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 30 FEET
 LG0755'WEST OF THE CENTER OF STATE HIGHWAY 15, 15 FEET NORTH OF CENTER
 LG0755'OF DRIVEWAY, 2 FEET NORTH OF FENCE CORNER AND 1 FOOT EAST OF
 LG0755'NORTH-SOUTH FENCE LINE.  IT IS STAMPED SEWARD 1947 AND PROJECTS
 LG0755'6 INCHES.  TO REACH FROM THE STATION, GO EAST TO STATE HIGHWAY
 LG0755'15, TURN RIGHT AND GO SOUTH 0.1 MILE TO DRIVEWAY ON THE RIGHT AND
 LG0755'MARK JUST NORTH AS DESCRIBED.
 LG0755'
 LG0755'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN
 LG0755'SEWARD, GO NORTH, WEST AND NORTH ON STATE HIGHWAY 15 FOR 1.5
 LG0755'MILES TO PRIVATE DRIVEWAY LEFT, TURN LEFT AND GO WEST ON DRIVEWAY
 LG0755'FOR 0.4 MILE TO HOUSE AND BARN, TURN LEFT ON FIELD ROAD JUST
 LG0755'EAST OF HOUSE AND GO SOUTH TO FENCE CORNER, TURN RIGHT AND GO
 LG0755'WEST ALONG FENCE LINE TO THE SOUTHWEST CORNER OF YARD AND
 LG0755'STATION AS DESCRIBED.
 LG0755'
 LG0755'A 87 FOOT SIGNAL AT STATION CATTLE 1935 IS VISIBLE AT 37 FEET.
 LG0755'
 LG0755'A 74 FOOT SIGNAL AT STATION TAMORA IS V.G.
 LG0755'
 LG0755'A 74 FOOT SIGNAL AT STATION MIDDLE IS VISIBLE AT 37 FEET.
 LG0755'
 LG0755'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0755
 LG0755                          STATION RECOVERY (1956)
 LG0755
 LG0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 LG0755'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LG0755'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH WILL BE
 LG0755'DESTROYED BY ROAD CONSTRUCTION ON STATE HIGHWAY 15.  THE
 LG0755'AZIMUTH MARK WAS MOVED 38 FEET ON LINE TOWARD THE STATION AND
 LG0755'RESET.  THE ORIGINAL DESCRIPTION BY R.L.E. IN 1947 IS ADEQUATE.
 LG0755'
 LG0755'AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION, 71 FEET
 LG0755'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A WHITE HOUSE, 70 FEET
 LG0755'WEST OF THE CENTER OF STATE HIGHWAY 15, AND 7 FEET NORTH OF A
 LG0755'TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 LG0755'STAMPED SEWARD 1947 RESET 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0760 ***********************************************************************
 LG0760  DESIGNATION -  SEWARD COUNTY CTHSE CUPOLA
 LG0760  PID         -  LG0760
 LG0760  STATE/COUNTY-  NE/SEWARD
 LG0760  USGS QUAD   -  SEWARD (1964)
 LG0760
 LG0760                         *CURRENT SURVEY CONTROL
 LG0760  ___________________________________________________________________
 LG0760* NAD 83(1995)-  40 54 26.48581(N)    097 05 54.57457(W)     ADJUSTED  
 LG0760* NAVD 88     -                                                        
 LG0760  ___________________________________________________________________
 LG0760  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 LG0760  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 LG0760
 LG0760  HORZ ORDER  -  THIRD
 LG0760
 LG0760.The horizontal coordinates were established by classical geodetic methods
 LG0760.and adjusted by the National Geodetic Survey in August 1997..
 LG0760
 LG0760
 LG0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0760
 LG0760.The geoid height was determined by GEOID03.
 LG0760
 LG0760;                    North         East     Units Scale Factor Converg.
 LG0760;SPC NE       -   123,346.112   744,344.238   MT  0.99971277   +1 55 22.2
 LG0760;UTM  14      - 4,530,213.458   660,147.610   MT  0.99991567   +1 14 43.6
 LG0760
 LG0760                          SUPERSEDED SURVEY CONTROL
 LG0760
 LG0760  NAD 83(1986)-  40 54 26.49439(N)    097 05 54.57399(W) AD(       ) 4
 LG0760  NAD 27      -  40 54 26.46100(N)    097 05 53.44000(W) AD(       ) 3
 LG0760
 LG0760.Superseded values are not recommended for survey control.
 LG0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0760.See file dsdata.txt to determine how the superseded data were derived.
 LG0760
 LG0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6014830213(NAD 83)
 LG0760_MARKER: 86 = CUPOLA
 LG0760
 LG0760  HISTORY     - Date     Condition        Report By
 LG0760  HISTORY     - 1935     FIRST OBSERVED   CGS
 LG0760  HISTORY     - 1947     GOOD             CGS
 LG0760  HISTORY     - 20020805 GOOD             USPSQD
 LG0760  HISTORY     - 20030814 GOOD             USPSQD
 LG0760
 LG0760                          STATION DESCRIPTION
 LG0760
 LG0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 LG0760'POINT OBSERVED UPON WAS THE FLAGPOLE ON TOP OF THE CUPOLA OF THE
 LG0760'SEWARD COUNTY COURT HOUSE, LOCATED IN THE CENTER OF THE SQUARE
 LG0760'IN THE CENTER OF THE TOWN OF SEWARD.  FLAGPOLE IS 150 FEET HIGH.
 LG0760'
 LG0760'DESCRIPTION FOUND ON PAGE 3, VOLUME 101, PROJECT G-299.
 LG0760'
 LG0760'OBSERVED UPON FROM STATIONS CATTLE, EARNEST, BEAVER, SCHERER.
 LG0760
 LG0760                          STATION RECOVERY (1947)
 LG0760
 LG0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0760'THE STATION IS THE SPIRE ON THE TOP OF THE SEWARD COUNTY COURT
 LG0760'HOUSE, LOCATED IN THE CENTER OF THE SQUARE IN THE CENTER OF THE
 LG0760'TOWN OF SEWARD.  IT IS A GREY STONE BUILDING WITH A WHITE PAINTED
 LG0760'DOME ON TOP OF THE CENTER OF THE BUILDING WITH A SPIRE ON TOP OF
 LG0760'THE DOME.  POINT OBSERVED UPON, SPIRE ON TOP OF DOME.
 LG0760'
 LG0760'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1935.
 LG0760
 LG0760                          STATION RECOVERY (2002)
 LG0760
 LG0760'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0760'FOUND GOOD.  COURTHOUSE IS WEST OF 5TH ST. AND EAST OF 6TH ST.  NORTH
 LG0760'OF MAIN ST. AND SOUTH OF SEWARD ST. IN SEWARD.
 LG0760
 LG0760                          STATION RECOVERY (2003)
 LG0760
 LG0760'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0756 ***********************************************************************
 LG0756  DESIGNATION -  SEWARD MUNICIPAL TANK
 LG0756  PID         -  LG0756
 LG0756  STATE/COUNTY-  NE/SEWARD
 LG0756  USGS QUAD   -  SEWARD (1964)
 LG0756
 LG0756                         *CURRENT SURVEY CONTROL
 LG0756  ___________________________________________________________________
 LG0756* NAD 83(1995)-  40 54 32.36294(N)    097 06 02.81052(W)     ADJUSTED  
 LG0756* NAVD 88     -                                                        
 LG0756  ___________________________________________________________________
 LG0756  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 LG0756  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 LG0756
 LG0756  HORZ ORDER  -  THIRD
 LG0756
 LG0756.The horizontal coordinates were established by classical geodetic methods
 LG0756.and adjusted by the National Geodetic Survey in August 1997..
 LG0756
 LG0756
 LG0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0756
 LG0756.The geoid height was determined by GEOID03.
 LG0756
 LG0756;                    North         East     Units Scale Factor Converg.
 LG0756;SPC NE       -   123,520.791   744,145.575   MT  0.99971247   +1 55 16.7
 LG0756;UTM  14      - 4,530,390.510   659,950.985   MT  0.99991490   +1 14 38.3
 LG0756
 LG0756                          SUPERSEDED SURVEY CONTROL
 LG0756
 LG0756  NAD 83(1986)-  40 54 32.37151(N)    097 06 02.80986(W) AD(       ) 4
 LG0756  NAD 27      -  40 54 32.33800(N)    097 06 01.68000(W) AD(       ) 3
 LG0756
 LG0756.Superseded values are not recommended for survey control.
 LG0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0756.See file dsdata.txt to determine how the superseded data were derived.
 LG0756
 LG0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL5995130391(NAD 83)
 LG0756_MARKER: 53 = ELEVATED TANK
 LG0756
 LG0756  HISTORY     - Date     Condition        Report By
 LG0756  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0756  HISTORY     - 20020805 GOOD             USPSQD
 LG0756  HISTORY     - 20030814 GOOD             USPSQD
 LG0756
 LG0756                          STATION DESCRIPTION
 LG0756
 LG0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0756'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY, LOCATED
 LG0756'IN THE NORTHWEST EDGE OF TOWN, 1 BLOCK NORTHWEST OF THE COURT
 LG0756'HOUSE IN THE NORTHWEST ANGLE OF NORTH 7TH STREET AND JACKSON
 LG0756'AVENUE.  IT IS A LARGE 6 LEGGED STEEL STRUCTURE WITH AN OVAL
 LG0756'SHAPED TANK ON TOP.  THE ENTIRE STRUCTURE IS ABOUT 125 FEET HIGH
 LG0756'AND PAINTED ALUMINUM WITH BLACK LETTERING SEWARD PAINTED ON THE
 LG0756'SIDES.
 LG0756
 LG0756                          STATION RECOVERY (2002)
 LG0756
 LG0756'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0756'RECOVERED IN GOOD CONDITION.
 LG0756
 LG0756                          STATION RECOVERY (2003)
 LG0756
 LG0756'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 LG0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0763 ***********************************************************************
 LG0763  DESIGNATION -  SEWARD ST PAUL EVAN CH SPIRE
 LG0763  PID         -  LG0763
 LG0763  STATE/COUNTY-  NE/SEWARD
 LG0763  USGS QUAD   -  MILFORD (1964)
 LG0763
 LG0763                         *CURRENT SURVEY CONTROL
 LG0763  ___________________________________________________________________
 LG0763* NAD 83(1995)-  40 51 27.38717(N)    097 00 20.99642(W)     ADJUSTED  
 LG0763* NAVD 88     -                                                        
 LG0763  ___________________________________________________________________
 LG0763  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 LG0763  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 LG0763
 LG0763  HORZ ORDER  -  THIRD
 LG0763
 LG0763.The horizontal coordinates were established by classical geodetic methods
 LG0763.and adjusted by the National Geodetic Survey in August 1997..
 LG0763
 LG0763
 LG0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0763
 LG0763.The geoid height was determined by GEOID03.
 LG0763
 LG0763;                    North         East     Units Scale Factor Converg.
 LG0763;SPC NE       -   118,092.260   752,335.620   MT  0.99972213   +1 59 03.2
 LG0763;UTM  14      - 4,524,864.215   668,077.927   MT  0.99994772   +1 18 17.5
 LG0763
 LG0763                          SUPERSEDED SURVEY CONTROL
 LG0763
 LG0763  NAD 83(1986)-  40 51 27.39638(N)    097 00 20.99620(W) AD(       ) 4
 LG0763  NAD 27      -  40 51 27.36900(N)    097 00 19.88800(W) AD(       ) 3
 LG0763
 LG0763.Superseded values are not recommended for survey control.
 LG0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0763.See file dsdata.txt to determine how the superseded data were derived.
 LG0763
 LG0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL6807824864(NAD 83)
 LG0763_MARKER: 90 = CHURCH SPIRE
 LG0763
 LG0763  HISTORY     - Date     Condition        Report By
 LG0763  HISTORY     - 1947     FIRST OBSERVED   CGS
 LG0763  HISTORY     - 20020805 MARK NOT FOUND   USPSQD
 LG0763
 LG0763                          STATION DESCRIPTION
 LG0763
 LG0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0763'THE STATION IS THE SPIRE ON THE ST PAUL EVANGELICAL LUTHERAN
 LG0763'CHURCH, LOCATED ABOUT 6.0 MILES SOUTHEAST OF SEWARD IN THE
 LG0763'SOUTHEAST ANGLE OF CROSSROADS.  IT IS A WHITE FRAME STRUCTURE WITH
 LG0763'A CONE SHAPED CUPOLA AND A SPIRE ON TOP OVER THE WEST AND MAIN
 LG0763'ENTRANCE.  POINT OBSERVED UPON, SPIRE ON TOP OF CUPOLA.
 LG0763
 LG0763                          STATION RECOVERY (2002)
 LG0763
 LG0763'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 LG0763'CHURCH LOCATED AT SE CORNER OF W. 210TH AND SUPERIOR STS 6 MILES SE OF
 LG0763'SEWARD. CONE SHAPED CUPOLA AND SPIRE NO LONGER ON TOP OF CHURCH.
 LG0763'CHURCH IS NOW A MACHINE SHED.  STATION SHOULD BE DELETED FROM DATA
 LG0763'BASE. PICTURE SHOWING ABSENCE OF CUPOLA AND SPIRE TO BE FORWARDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0426 ***********************************************************************
 NO0426  DESIGNATION -  SHANLEY
 NO0426  PID         -  NO0426
 NO0426  STATE/COUNTY-  NE/CHERRY
 NO0426  USGS QUAD   -  DUCK LAKE (1986)
 NO0426
 NO0426                         *CURRENT SURVEY CONTROL
 NO0426  ___________________________________________________________________
 NO0426* NAD 83(1995)-  42 08 24.86811(N)    100 39 53.29480(W)     ADJUSTED  
 NO0426* NAVD 88     -       981.     (meters)    3218.     (feet)  SCALED    
 NO0426  ___________________________________________________________________
 NO0426  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 NO0426  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 NO0426
 NO0426  HORZ ORDER  -  FIRST
 NO0426
 NO0426.The horizontal coordinates were established by classical geodetic methods
 NO0426.and adjusted by the National Geodetic Survey in August 1997..
 NO0426
 NO0426.The orthometric height was scaled from a topographic map.
 NO0426
 NO0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0426
 NO0426.The geoid height was determined by GEOID03.
 NO0426
 NO0426;                    North         East     Units Scale Factor Converg.
 NO0426;SPC NE       -   256,341.901   445,057.516   MT  0.99971984   -0 26 26.0
 NO0426;UTM  14      - 4,666,688.448   362,426.067   MT  0.99983288   -1 07 01.8
 NO0426
 NO0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0426!SPC NE       -   0.99984948  x   0.99971984  =   0.99956937
 NO0426!UTM  14      -   0.99984948  x   0.99983288  =   0.99968239
 NO0426
 NO0426:                Primary Azimuth Mark                     Grid Az
 NO0426:SPC NE       -  SHANLEY AZ MK                            123 09 12.5
 NO0426:UTM  14      -  SHANLEY AZ MK                            123 49 48.3
 NO0426
 NO0426|---------------------------------------------------------------------|
 NO0426| PID    Reference Object                     Distance      Geod. Az  |
 NO0426|                                                           dddmmss.s |
 NO0426| CO4525 SHANLEY AZ MK                                      1224246.5 |
 NO0426| CO4526 SHANLEY RM 1                                       16548     |
 NO0426| CO4527 SHANLEY RM 2                                       22051     |
 NO0426|---------------------------------------------------------------------|
 NO0426
 NO0426                          SUPERSEDED SURVEY CONTROL
 NO0426
 NO0426  NAD 83(1986)-  42 08 24.86866(N)    100 39 53.29916(W) AD(       ) 1
 NO0426  NAD 27      -  42 08 24.87000(N)    100 39 51.79600(W) AD(       ) 1
 NO0426
 NO0426.Superseded values are not recommended for survey control.
 NO0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0426.See file dsdata.txt to determine how the superseded data were derived.
 NO0426
 NO0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM6242666688(NAD 83)
 NO0426_MARKER: DB = BENCH MARK DISK
 NO0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0426
 NO0426  HISTORY     - Date     Condition        Report By
 NO0426  HISTORY     - 1949     MONUMENTED       USGS
 NO0426
 NO0426                          STATION DESCRIPTION
 NO0426
 NO0426'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (RLE)
 NO0426'THE STATION IS LOCATED ABOUT 13.5 MILES NORTHWEST OF THEDFORD,
 NO0426'ABOUT 10.0 MILES SOUTH AND 2.0 MILES WEST OF BROWNLEE AND
 NO0426'ABOUT 3.5 MILES NORTH OF THE CHERRY-THOMAS COUNTY LINES.
 NO0426'IT IS IN A SMALL DEPRESSION AT THE TOP OF THE HIGHEST SAND
 NO0426'HILL IN THE VICINITY AND IS 11.2 FEET NORTHWEST OF A WITNESS
 NO0426'POST.  IT IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN THE
 NO0426'TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 2.0 FEET
 NO0426'ABOVE THE GROUND AND IS STAMPED SHANLEY 1946.
 NO0426'
 NO0426'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTH SLOPE OF THE
 NO0426'HILL ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 NO0426'IS A STANDARD U.S.G.S. REFERENCE MARK DISK SET IN THE TOP OF
 NO0426'A 6 INCH SQUARE CONCRETE POST PROJECTING 2.0 FEET ABOVE THE
 NO0426'GROUND AND IS STAMPED SHANLEY NO 1 1946.
 NO0426'
 NO0426'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTHWEST SLOPE OF
 NO0426'THE HILL ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION.
 NO0426'IT IS A STANDARD U.S.G.S. REFERENCE MARK DISK SET IN THE TOP
 NO0426'OF A 6 INCH SQUARE CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 NO0426'THE GROUND AND IS STAMPED SHANLEY NO 2 1946.
 NO0426'
 NO0426'THE AZIMUTH MARK IS LOCATED ON THE TOP OF A SMALL SAND HILL
 NO0426'ABOUT 100 YARDS WEST OF A WINDMILL AND 1.8 FEET WEST-NORTHWEST OF
 NO0426'A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED SHANLEY
 NO0426'1949.
 NO0426'
 NO0426'TO REACH THE STATION FROM THE POST OFFICE IN THEDFORD, GO
 NO0426'EAST ABOUT 100.0 FEET TO A CROSS STREET, TURN LEFT ON THE
 NO0426'MAIN STREET AND GO NORTH ONE BLOCK TO U.S. HIGHWAY NO. 83
 NO0426'AND STATE ROUTE NO. 2, TURN RIGHT ON U.S. HIGHWAY NO. 83
 NO0426'AND STATE ROUTE NO. 2 AND GO EAST FOR 1.75 MILES TO WHERE
 NO0426'U.S. HIGHWAY NO. 83 TURNS LEFT, TURN LEFT ON U.S. HIGHWAY
 NO0426'NO. 83 AND GO NORTH FOR 12.7 MILES TO A T ROAD LEFT AT A
 NO0426'WINDMILL ON THE LEFT AND S.R. DANEKAS MAIL BOX ON THE RIGHT,
 NO0426'TURN LEFT ACROSS A CATTLE GUARD AND GO WEST ON A SAND ROAD
 NO0426'FOR 0.6 OF A MILE TO A RANCH ON THE RIGHT, PASS THROUGH
 NO0426'RANCH YARD AND CONTINUE WEST FOR 4.3 MILES TO A FORK AT THE
 NO0426'SOUTHEAST CORNER OF A COTTON-WOOD GROVE, TAKE THE LEFT FORK
 NO0426'AND GO 0.6 OF A MILE TO A FORK, TAKE THE LEFT FORK AND
 NO0426'GO SOUTHERLY FOR 1.1 MILES TO A CATTLE GUARD IN A
 NO0426'NORTH-SOUTH FENCE JUST SOUTH OF A T FENCE CORNER, TURN
 NO0426'SHARP RIGHT AND CROSS CATTLE GUARD AND FOLLOW WINDING TRAIL
 NO0426'ROAD SOUTHERLY FOR 2.8 MILES TO A WINDMILL ABOUT 100 YARDS
 NO0426'TO THE RIGHT, CONTINUE ON TRAIL ROAD NORTHWESTERLY FOR ABOUT
 NO0426'0.1 OF A MILE THEN BEAR NORTHERLY TO THE TOP OF A SMALL SAND
 NO0426'HILL AND THE AZIMUTH MARK AS DESCRIBED, HERE PICK WAY
 NO0426'NORTHWESTERLY ACROSS A PASTURE FOR 0.8 OF A MILE TO THE
 NO0426'HIGHEST POINT AND THE STATION AS DESCRIBED.
 NO0426'
 NO0426'A 100 FOOT SIGNAL AT STATION CHERRY S BASE IS VISIBLE AT 4
 NO0426'FEET.
 NO0426'
 NO0426'A 4 FOOT SIGNAL AT STATION ROBINSON 1933 IS VISIBLE AT 4 FEET.
 NO0426'
 NO0426'A 74 FOOT SIGNAL AT STATION HANNA IS VISIBLE AT 4 FEET.
 NO0426'
 NO0426'A 4 FOOT SIGNAL AT STATION HACKBERRY IS VISIBLE AT 4 FEET.
 NO0426'
 NO0426'A 4 FOOT SIGNAL AT STATION KELLER IS VISIBLE AT 4 FEET.
 NO0426'
 NO0426'A 100 FOOT SIGNAL AT STATION CHERRY N BASE IS VISIBLE AT
 NO0426'4 FEET.
 NO0426'
 NO0426'A 4 FOOT SIGNAL AT STATION LOSH IS VISIBLE AT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0503 ***********************************************************************
 LJ0503  DESIGNATION -  SHARP
 LJ0503  PID         -  LJ0503
 LJ0503  STATE/COUNTY-  NE/DUNDY
 LJ0503  USGS QUAD   -  HAIGLER NW (1973)
 LJ0503
 LJ0503                         *CURRENT SURVEY CONTROL
 LJ0503  ___________________________________________________________________
 LJ0503* NAD 83(1995)-  40 13 32.56723(N)    101 59 44.08587(W)     ADJUSTED  
 LJ0503* NAVD 88     -      1067.     (meters)    3501.     (feet)  SCALED    
 LJ0503  ___________________________________________________________________
 LJ0503  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 LJ0503  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 LJ0503
 LJ0503  HORZ ORDER  -  FIRST
 LJ0503
 LJ0503.The horizontal coordinates were established by classical geodetic methods
 LJ0503.and adjusted by the National Geodetic Survey in August 1997..
 LJ0503
 LJ0503.The orthometric height was scaled from a topographic map.
 LJ0503
 LJ0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0503
 LJ0503.The geoid height was determined by GEOID03.
 LJ0503
 LJ0503;                    North         East     Units Scale Factor Converg.
 LJ0503;SPC NE       -    45,527.363   330,183.304   MT  0.99990559   -1 19 20.9
 LJ0503;SPC CO N     -   409,774.688 1,212,579.698   MT  0.99995694   +2 15 51.6
 LJ0503;SPC CO N     - 1,344,402.46  3,978,271.89   sFT  0.99995694   +2 15 51.6
 LJ0503;UTM  14      - 4,457,114.662   245,122.660   MT  1.00039976   -1 56 08.1
 LJ0503;UTM  13      - 4,457,140.126   755,629.703   MT  1.00040449   +1 56 28.7
 LJ0503
 LJ0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0503!SPC NE       -   0.99983606  x   0.99990559  =   0.99974167
 LJ0503!SPC CO N     -   0.99983606  x   0.99995694  =   0.99979301
 LJ0503!UTM  14      -   0.99983606  x   1.00039976  =   1.00023576
 LJ0503!UTM  13      -   0.99983606  x   1.00040449  =   1.00024049
 LJ0503
 LJ0503:                Primary Azimuth Mark                     Grid Az
 LJ0503:SPC NE       -  SHARP AZ MK                              058 17 50.5
 LJ0503:SPC CO N     -  SHARP AZ MK                              054 42 38.0
 LJ0503:UTM  14      -  SHARP AZ MK                              058 54 37.7
 LJ0503:UTM  13      -  SHARP AZ MK                              055 02 00.9
 LJ0503
 LJ0503|---------------------------------------------------------------------|
 LJ0503| PID    Reference Object                     Distance      Geod. Az  |
 LJ0503|                                                           dddmmss.s |
 LJ0503| CP8606 SHARP AZ MK                                        0565829.6 |
 LJ0503| CP8607 SHARP RM 1                           38.862 METERS 12242     |
 LJ0503| CP8608 SHARP RM 2                           59.025 METERS 27525     |
 LJ0503|---------------------------------------------------------------------|
 LJ0503
 LJ0503                          SUPERSEDED SURVEY CONTROL
 LJ0503
 LJ0503  NAD 83(1995)-  40 13 32.56672(N)    101 59 44.08595(W) AD(       ) 1
 LJ0503  NAD 83(1986)-  40 13 32.56584(N)    101 59 44.08580(W) AD(       ) 1
 LJ0503  NAD 27      -  40 13 32.59200(N)    101 59 42.42100(W) AD(       ) 1
 LJ0503
 LJ0503.Superseded values are not recommended for survey control.
 LJ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0503.See file dsdata.txt to determine how the superseded data were derived.
 LJ0503
 LJ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK4512357115(NAD 83)
 LJ0503_MARKER: DS = TRIANGULATION STATION DISK
 LJ0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0503
 LJ0503  HISTORY     - Date     Condition        Report By
 LJ0503  HISTORY     - 1933     MONUMENTED       CGS
 LJ0503  HISTORY     - 1935     GOOD             CGS
 LJ0503  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LJ0503  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LJ0503
 LJ0503                          STATION DESCRIPTION
 LJ0503
 LJ0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LJ0503'ABOUT 15 MILES WEST OF NORTH OF HAIGLER, NEBRASKA ON A LARGE
 LJ0503'SAND HILL NEAR CENTER OF SEC. 18, T. 3 N., R. 42 W., ON LAND
 LJ0503'OWNED BY JAMES SHARP.  STATION IS ON HIGHEST POINT OF HILL.
 LJ0503'
 LJ0503'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION.
 LJ0503'
 LJ0503'REFERENCE MARK NO. 2 IS WEST OF STATION.
 LJ0503'
 LJ0503'AZIMUTH MARK IS NORTHEAST OF STATION IN FENCE
 LJ0503'LINE ON WEST SIDE OF NORTH-AND-SOUTH ROAD (ROAD DIVIDES
 LJ0503'SECTIONS 18 AND 17) AND ABOUT 3 MILES NORTH OF THE SOUTHEAST
 LJ0503'CORNER OF SECTION 18.
 LJ0503'
 LJ0503'REACHED FROM HAIGLER BY GOING NORTH FROM MAIN STREET 2.2 MILES,
 LJ0503'WEST 0.5 MILE, THENCE NORTH AND NORTHWEST 8.8 MILES TO ROAD
 LJ0503'TURNING WEST IN A SMALL VALLEY.  FOLLOW THIS ROAD, WHICH TURNS
 LJ0503'NORTH AGAIN, 4.3 MILES TO A SECTION CORNER.  STATION IS NORTHWEST
 LJ0503'FROM THIS POINT ON HIGHEST POINT OF SAND HILL.
 LJ0503'
 LJ0503'ALL MARKS PROJECT ABOUT 4 INCHES.
 LJ0503'
 LJ0503'HEIGHT OF SIGNAL ABOVE STATION MARK - 0.3 METER.
 LJ0503
 LJ0503                          STATION RECOVERY (1935)
 LJ0503
 LJ0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0503'THE STATION IS LOCATED 14-1/2 MILES NORTH AND 2-1/2 MILES WEST
 LJ0503'OF HAIGLER, NEBRASKA, NEAR THE CENTER OF SEC. 18, T. 3 N., R.
 LJ0503'41 W.  (42 WEST WAS GIVEN IN THE ORIGINAL DESCRIPTION.  THIS
 LJ0503'IS ERRONEOUS).  THE STATION IS ON A HIGH SANDHILL, THE
 LJ0503'HIGHEST FOR SEVERAL MILES IN ALL DIRECTIONS, IT IS 2-1/2 MILES
 LJ0503'AIRLINE NORTH BY WEST OF THE RANCH BUILDINGS OF MRS. HARFORD.
 LJ0503'THE STATION HILL IS VISIBLE FROM THE RANCH HOUSE.
 LJ0503'
 LJ0503'THE STATION MARK IS ON THE HIGHEST POINT OF THE HILL,
 LJ0503'AND PROJECTS 12 INCHES.  THE MARK IS IN
 LJ0503'FAIR CONDITION, EXCEPT THAT THE SAND HAS BEEN BLOWN FROM AROUND
 LJ0503'IT, MAKING IT PROJECT MORE THAN WAS ORIGINALLY INTENDED.  IT
 LJ0503'IS STILL SOLIDLY IMBEDDED IN THE GROUND AND IS STAMPED SHARP
 LJ0503'1933.
 LJ0503'
 LJ0503'REFERENCE MARK NO. 1 LIES SOUTHEAST OF THE STATION.
 LJ0503'IT WAS FOUND IN GOOD CONDITION AND THE MEASUREMENT
 LJ0503'FROM STATION TO REFERENCE MARK WAS CHECKED WITHIN 0.11 FOOT
 LJ0503'OF THE ORIGINAL.  IT PROJECTS 8 INCHES AND IS STAMPED SHARP
 LJ0503'1933 - NO. 1.
 LJ0503'
 LJ0503'REFERENCE MARK NO. 2 LIES WEST BY NORTH OF THE STATION--IT
 LJ0503'WAS FOUND IN GOOD CONDITION, BUT
 LJ0503'AFTER SEVERAL MEASUREMENTS THE CLOSEST CHECK ON THE ORIGINAL
 LJ0503'MEASUREMENT THAT IT WAS POSSIBLE TO OBTAIN WAS 0.36 FOOT.
 LJ0503'IT PROJECTS 10 INCHES AND IS STAMPED SHARP 1933 - NO. 2.
 LJ0503'
 LJ0503'THE AZIMUTH MARK LIES NORTHEAST OF THE STATION, 1 FOOT WEST OF
 LJ0503'THE WEST RIGHT-OF-WAY FENCE OF THE SECTION-LINE ROAD BETWEEN
 LJ0503'SECTIONS 18 AND 17 (NOTE BETWEEN SECS. 18 AND 19 AS STATED IN
 LJ0503'THE ORIGINAL DESCRIPTION).  IT IS 45 FEET WEST OF THE CENTERLINE
 LJ0503'OF THE ROAD, AND 240 YARDS NORTH OF A WIRE GATE IN THE EAST
 LJ0503'ROAD RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 10 INCHES, AND IS
 LJ0503'IN GOOD CONDITION, IS
 LJ0503'STAMPED SHARP 1933, AZIMUTH.
 LJ0503'
 LJ0503'A 20-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LJ0503
 LJ0503                          STATION RECOVERY (1968)
 LJ0503
 LJ0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LJ0503'STATION SURFACE MARK FOUND DESTROYED BY EROSION, UNDERGROUND
 LJ0503'MARK APPEARED TO BE TILTED SLIGHTLY.  REFERENCE MARKS NO. 1
 LJ0503'AND 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 LJ0503'UNDERGROUND MARK WAS PUT BACK IN ITS ORIGINAL POSITION BY
 LJ0503'MEANS OF DUPLICATING THE DISTANCE AND DIRECTION TO THE REFERENCE
 LJ0503'MARKS, THEN THE UNDERGROUND MARK WAS LOWERED FOUR FEET AND A
 LJ0503'NEW SURFACE MARK WAS SET.
 LJ0503'
 LJ0503'TO REACH FROM THE POST OFFICE IN HAIGLER, GO NORTH ON MAIN
 LJ0503'STREET AND GRAVELED ROAD FOR 2.25 MILES TO A SIDE ROAD LEFT.
 LJ0503'TURN LEFT AND GO WEST FOR 0.45 MILE TO RIGHT CURVE, CONTINUE
 LJ0503'ON MAIN ROAD FOR 9.6 MILES TO A SIDE ROAD LEFT AT A CATTLE
 LJ0503'GUARD.  CONTINUE NORTH ON GRADED ROAD FOR 0.9 MILE TO A
 LJ0503'T-INTERSECTION.  TURN LEFT AND GO WEST FOR 0.45 MILE TO POINT
 LJ0503'WHERE MAIN ROAD TURNS NORTH.  TURN RIGHT AND GO NORTH FOR
 LJ0503'0.8 MILE TO END OF GRADED ROAD AND CATTLE GUARD ON LEFT
 LJ0503'LEADING TO THE HARFORD RANCH BUILDINGS.  CONTINUE NORTH ON
 LJ0503'TRACK ROAD FOR 1.3 MILES TO FENCE CORNER AND CATTLE GUARD ON
 LJ0503'LEFT.  CONTINUE NORTH ON TRACK ROAD FOR 0.65 MILE TO TRACK
 LJ0503'ROAD LEFT LEADING TO WIRE GATE.  TURN LEFT AND GO WEST FOR
 LJ0503'0.05 MILE TO WIRE GATE AND AZIMUTH MARK ON RIGHT ABOUT
 LJ0503'300 FEET NORTH OF GATE.  PASS THRU GATE AND GO WEST ON TRACK
 LJ0503'ROAD FOR 0.2 MILE TO WINDMILL.  BEAR RIGHT AND FOLLOW TRACK
 LJ0503'ROAD NORTHWESTERLY TO THE NORTH POINT OF SLOPE OF
 LJ0503'RIDGE.  TURN LEFT AND GO SOUTHERLY ACROSS PASTURE FOR ABOUT
 LJ0503'0.4 MILE TO THE HIGHEST POINT OF THE HILL AND STATION.
 LJ0503'
 LJ0503'STATION, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 LJ0503'POST AND STAMPED SHARP 1933 1968 IS ABOUT FLUSH WITH THE GROUND.
 LJ0503'
 LJ0503'REFERENCE MARK NO. 1 A STANDARD DISK SET IN THE TOP OF A
 LJ0503'SQUARE CONCRETE POST AND STAMPED SHARP NO 1 1933 PROJECTS 4
 LJ0503'INCHES.
 LJ0503'
 LJ0503'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 LJ0503'SQUARE CONCRETE POST AND STAMPED SHARP NO 2 1933 PROJECTS
 LJ0503'4 INCHES.
 LJ0503'
 LJ0503'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 LJ0503'CONCRETE POST AND STAMPED SHARP 1933 IS 1 FOOT WEST OF A
 LJ0503'NORTH-SOUTH FENCE, 300 FEET NORTH OF A WIRE GATE AND PROJECTS
 LJ0503'ABOUT 14 INCHES.
 LJ0503'
 LJ0503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 LJ0503'NNW OF HAIGLER
 LJ0503
 LJ0503                          STATION RECOVERY (1969)
 LJ0503
 LJ0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LJ0503'STATION SURFACE MARK WAS FOUND DESTROYED BY EROSION.  UNDERGROUND
 LJ0503'MARK WAS FOUND TILTED SLIGHTLY.  REFERENCE MARKS NO. 1 AND 2
 LJ0503'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 LJ0503'UNDERGROUND MARK WAS PUT BACK IN ITS ORIGINAL POSITION AND THEN
 LJ0503'LOWERED ABOUT 3-1/2 FEET AND THE SURFACE MARK WAS RESET OVER
 LJ0503'THE UNDERGROUND MARK.  A CHECK WAS MADE OF THE DISTANCE AND
 LJ0503'DIRECTION TO THE MARKS AND FOUND TO BE CORRECT.
 LJ0503'
 LJ0503'STATION MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 LJ0503'CONCRETE POST AND STAMPED SHARP 1933 1968 IS NOW FLUSH WITH THE
 LJ0503'GROUND.
 LJ0503'
 LJ0503'THE 1935 LOCATION DESCRIPTION IS ADEQUATE BUT DUE TO ROAD
 LJ0503'CHANGES A NEW TO REACH DESCRIPTION FOLLOWS--
 LJ0503'
 LJ0503'TO REACH FROM THE POST OFFICE IN HAGLER, GO NORTH ON MAIN STREET
 LJ0503'FOR 2.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR
 LJ0503'0.45 MILE TO CURVE RIGHT.  TURN RIGHT AND GO NORTH ON GRADED ROAD
 LJ0503'FOR 9.6 MILES TO A SIDE ROAD LEFT AT A CATTLEGUARD.  CONTINUE
 LJ0503'NORTHERLY 0.9 MILE TO A T INTERSECTION.  TURN LEFT AND GO WEST
 LJ0503'0.45 MILE TO A RIGHT TURN IN ROAD.  TURN RIGHT AND GO NORTH FOR
 LJ0503'0.8 MILE TO A CATTLEGUARD ON LEFT LEADING TO THE HARFORD RANCH
 LJ0503'BUILDINGS.  CONTINUE NORTH ON A SAND ROAD FOR 1.3 MILES TO A
 LJ0503'FENCE CORNER AND CATTLEGUARD.  CONTINUE NORTH ON SAND ROAD
 LJ0503'FOR 0.65 MILE TO A WIRE GATE ON LEFT.  (AZIMUTH MARK IS 100
 LJ0503'YARDS NORTH OF THIS GATE).  TURN LEFT PASS THRU GATE AND GO
 LJ0503'WESTERLY ON SAND ROAD FOR 0.2 MILE TO A TRACK ROAD RIGHT JUST
 LJ0503'BEFORE REACHING A WINDMILL.  BEAR RIGHT AROUND THE NORTH SIDE
 LJ0503'OF WIND MILL AND FOLLOW SAND ROAD WESTERLY FOR 0.3 MILE TO NORTH
 LJ0503'SLOPE OF A RIDGE TO THE SOUTH.  TURN LEFT AND GO SOUTHEASTERLY
 LJ0503'FOR ABOUT 0.4 MILE TO HIGHEST POINT OF RIDGE AND STATION.
 LJ0503'
 LJ0503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MI NNW OF
 LJ0503'HAGLER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0695 ***********************************************************************
 LG0695  DESIGNATION -  SHAW
 LG0695  PID         -  LG0695
 LG0695  STATE/COUNTY-  NE/YORK
 LG0695  USGS QUAD   -  BRADSHAW (1969)
 LG0695
 LG0695                         *CURRENT SURVEY CONTROL
 LG0695  ___________________________________________________________________
 LG0695* NAD 83(1995)-  40 53 43.84768(N)    097 41 14.59571(W)     ADJUSTED  
 LG0695* NAVD 88     -       513.045  (meters)    1683.22   (feet)  ADJUSTED  
 LG0695  ___________________________________________________________________
 LG0695  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LG0695  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 LG0695  DYNAMIC HT  -         512.774 (meters)    1682.33  (feet)  COMP
 LG0695  MODELED GRAV-     980,079.5   (mgal)                       NAVD 88
 LG0695
 LG0695  HORZ ORDER  -  SECOND
 LG0695  VERT ORDER  -  SECOND    CLASS 0
 LG0695
 LG0695.The horizontal coordinates were established by classical geodetic methods
 LG0695.and adjusted by the National Geodetic Survey in August 1997..
 LG0695
 LG0695.The orthometric height was determined by differential leveling
 LG0695.and adjusted by the National Geodetic Survey in June 1991..
 LG0695
 LG0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0695
 LG0695.The geoid height was determined by GEOID03.
 LG0695
 LG0695.The dynamic height is computed by dividing the NAVD 88
 LG0695.geopotential number by the normal gravity value computed on the
 LG0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0695.degrees latitude (g = 980.6199 gals.).
 LG0695
 LG0695.The modeled gravity was interpolated from observed gravity values.
 LG0695
 LG0695;                    North         East     Units Scale Factor Converg.
 LG0695;SPC NE       -   120,536.208   694,800.222   MT  0.99971493   +1 31 57.2
 LG0695;UTM  14      - 4,527,987.396   610,568.254   MT  0.99975047   +0 51 33.9
 LG0695
 LG0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0695!SPC NE       -   0.99992363  x   0.99971493  =   0.99963858
 LG0695!UTM  14      -   0.99992363  x   0.99975047  =   0.99967412
 LG0695
 LG0695|---------------------------------------------------------------------|
 LG0695| PID    Reference Object                     Distance      Geod. Az  |
 LG0695|                                                           dddmmss.s |
 LG0695| CN9776 SHAW RM 3                            44.595 METERS 05538     |
 LG0695| LG0904 YORK MUNICIPAL TANK                 APPROX. 9.2 KM 1074938.7 |
 LG0695| LG0911 YORK ST REFORM FOR WOMEN TANK       APPROX. 6.0 KM 1252652.9 |
 LG0695| CN9775 SHAW AZ MK                                         1783754.9 |
 LG0695| LG0694 SHAW RM 1                            31.126 METERS 18502     |
 LG0695| LG0923 BRADSHAW COOP GRAIN ELEVATOR        APPROX. 5.2 KM 2525748.7 |
 LG0695| LG0921 BRAD                                APPROX. 1.4 KM 3413647.2 |
 LG0695| LG0696 SHAW RM 2                            27.770 METERS 35436     |
 LG0695|---------------------------------------------------------------------|
 LG0695
 LG0695                          SUPERSEDED SURVEY CONTROL
 LG0695
 LG0695  NAD 83(1986)-  40 53 43.85591(N)    097 41 14.59704(W) AD(       ) 2
 LG0695  NAD 27      -  40 53 43.81680(N)    097 41 13.39530(W) AD(       ) 2
 LG0695  NGVD 29 (??/??/92)  512.843  (m)         1682.55   (f) ADJ UNCH    2 0
 LG0695
 LG0695.Superseded values are not recommended for survey control.
 LG0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0695.See file dsdata.txt to determine how the superseded data were derived.
 LG0695
 LG0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL1056827987(NAD 83)
 LG0695_MARKER: DB = BENCH MARK DISK
 LG0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0695_STAMPING: SHAW 1961
 LG0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0695+STABILITY: SURFACE MOTION
 LG0695
 LG0695  HISTORY     - Date     Condition        Report By
 LG0695  HISTORY     - 1961     MONUMENTED       CGS
 LG0695
 LG0695                          STATION DESCRIPTION
 LG0695
 LG0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0695'6.4 MI NW FROM YORK.
 LG0695'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0695'FROM THE RAILROAD STATION AT YORK, THENCE 0.9 MILE NORTH ALONG
 LG0695'DIVISON STREET, THENCE 4.65 MILES WEST ALONG U.S. HIGHWAY 34
 LG0695'AND STATE HIGHWAY 2, THENCE 0.55 MILE NORTH ALONG A OIL ROAD
 LG0695'TO THE U.S. GOVERMENT PROPERTY AT MISSILE SITE 551-7, 60 FEET
 LG0695'SOUTHEAST OF THE SOUTH ONE OF THREE WOOD FENCE POST IN THE
 LG0695'NORTH-SOUTH FENCE, 9 FEET EAST OF THE WEST PROPERTY FENCE
 LG0695'SURROUNDING THE MISSILE SITE, 10.6 FEET NORTHEAST OF A METAL
 LG0695'WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST
 LG0695'PROJECTING 4-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0758 ***********************************************************************
 NN0758  DESIGNATION -  SHAW
 NN0758  PID         -  NN0758
 NN0758  STATE/COUNTY-  NE/ROCK
 NN0758  USGS QUAD   -  STOCKDALE LAKE (1982)
 NN0758
 NN0758                         *CURRENT SURVEY CONTROL
 NN0758  ___________________________________________________________________
 NN0758* NAD 83(1995)-  42 16 51.83969(N)    099 22 40.20164(W)     ADJUSTED  
 NN0758* NAVD 88     -       777.     (meters)    2549.     (feet)  SCALED    
 NN0758  ___________________________________________________________________
 NN0758  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 NN0758  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 NN0758
 NN0758  HORZ ORDER  -  SECOND
 NN0758
 NN0758.The horizontal coordinates were established by classical geodetic methods
 NN0758.and adjusted by the National Geodetic Survey in August 1997..
 NN0758
 NN0758.The orthometric height was scaled from a topographic map.
 NN0758
 NN0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0758
 NN0758.The geoid height was determined by GEOID03.
 NN0758
 NN0758;                    North         East     Units Scale Factor Converg.
 NN0758;SPC NE       -   271,953.637   551,306.219   MT  0.99975012   +0 24 44.3
 NN0758;UTM  14      - 4,681,052.599   468,846.761   MT  0.99961194   -0 15 15.1
 NN0758
 NN0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0758!SPC NE       -   0.99988171  x   0.99975012  =   0.99963186
 NN0758!UTM  14      -   0.99988171  x   0.99961194  =   0.99949370
 NN0758
 NN0758:                Primary Azimuth Mark                     Grid Az
 NN0758:SPC NE       -  SHAW AZ MK                               010 53 04.6
 NN0758:UTM  14      -  SHAW AZ MK                               011 33 04.0
 NN0758
 NN0758|---------------------------------------------------------------------|
 NN0758| PID    Reference Object                     Distance      Geod. Az  |
 NN0758|                                                           dddmmss.s |
 NN0758| CO4528 SHAW AZ MK                                         0111748.9 |
 NN0758| CO4529 SHAW RM 1                            14.280 METERS 09434     |
 NN0758| CO4530 SHAW RM 2                            15.972 METERS 17720     |
 NN0758|---------------------------------------------------------------------|
 NN0758
 NN0758                          SUPERSEDED SURVEY CONTROL
 NN0758
 NN0758  NAD 83(1986)-  42 16 51.84493(N)    099 22 40.21297(W) AD(       ) 2
 NN0758  NAD 27      -  42 16 51.84200(N)    099 22 38.80800(W) AD(       ) 2
 NN0758
 NN0758.Superseded values are not recommended for survey control.
 NN0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0758.See file dsdata.txt to determine how the superseded data were derived.
 NN0758
 NN0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM6884781053(NAD 83)
 NN0758_MARKER: DS = TRIANGULATION STATION DISK
 NN0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0758
 NN0758  HISTORY     - Date     Condition        Report By
 NN0758  HISTORY     - 1949     MONUMENTED       CGS
 NN0758
 NN0758                          STATION DESCRIPTION
 NN0758
 NN0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0758'THE STATION IS LOCATED ABOUT 21.5 MILES SOUTH AND 2.5 MILES
 NN0758'WEST OF NEWPORT, 9 MILES NORTH AND 4.25 MILES EAST OF ROSE
 NN0758'POST OFFICE, AND 6.2 FEET EAST OF A WITNESS POST.  IT IS NEAR
 NN0758'THE NORTH EDGE OF A PROMINENT FLAT-TOPPED SAND HILL.  IT
 NN0758'PROJECTS 4 INCHES AND IS STAMPED, SHAW 1949.
 NN0758'
 NN0758'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 NN0758'STATION.  IT PROJECTS 8 INCHES AND IS STAMPED, SHAW NO 1 1949.
 NN0758'
 NN0758'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE
 NN0758'STATION.  IT PROJECTS 6 INCHES AND IS STAMPED, SHAW NO 2 1949.
 NN0758'
 NN0758'AZIMUTH MARK IS ON THE SOUTH SLOPE OF A SAND HILL, 0.1 MILE
 NN0758'WEST OF A WIRE GATE AND TRACK ROAD, 100 FEET WEST OF A NARROW
 NN0758'GATE WITH TWO TALL GATE POSTS, 4.0 FEET WEST OF A WITNESS
 NN0758'POST, AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 8 INCHES
 NN0758'AND IS STAMPED, AZIMUTH SHAW 1949.
 NN0758'
 NN0758'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO.
 NN0758'20 AND NO. 183 IN THE SOUTHWEST EDGE OF BASSETT, GO SOUTH ON
 NN0758'U.S. HIGHWAY NO. 183 FOR 8.3 MILES TO A CROSSROAD, AND A
 NN0758'CONCRETE-BLOCK HOUSE ON THE LEFT, CONTINUE SOUTH ON HIGHWAY
 NN0758'FOR 10.85 MILES TO A CONCRETE-BLOCK SCHOOL HOUSE ON THE
 NN0758'RIGHT, CONTINUE SOUTH, EAST AND SOUTH ON HIGHWAY FOR 2.05
 NN0758'MILES TO A T-ROAD LEFT, TURN LEFT AND GO EAST ON SAND ROAD
 NN0758'FOR 5.75 MILES TO A SCHOOL HOUSE ON THE LEFT AND A WIRE GATE
 NN0758'ON THE RIGHT, TURN RIGHT THROUGH WIRE GATE AND GO SOUTH
 NN0758'SOUTH-WEST ON TRACK ROAD FOR 0.55 MILE TO A WIRE GATE,
 NN0758'AZIMUTH MARK IS 0.1 MILE TO THE RIGHT, WEST, IN FENCE LINE,
 NN0758'GO THROUGH WIRE GATE AND CONTINUE SOUTH ON TRACK ROAD FOR
 NN0758'0.55 MILE TO A WINDMILL ON THE LEFT, CONTINUE SOUTH
 NN0758'SOUTHEAST ON TRACK ROAD FOR 0.75 MILE, TURN RIGHT AND GO
 NN0758'WEST FOR 0.1 MILE TO THE TOP OF A PROMINENT SAND HILL
 NN0758'AND THE STATION.
 NN0758'
 NN0758'A 4 FOOT SIGNAL AT ROSE HILL AND TWIN ARE VISIBLE AT 4 FEET.
 NN0758'
 NN0758'A 74 FOOT SIGNAL AT DUFF 1934, BLAINE 1934, AND BROWN ARE
 NN0758'VISIBLE AT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0693 ***********************************************************************
 LG0693  DESIGNATION -  SHAW AZ MK
 LG0693  PID         -  LG0693
 LG0693  STATE/COUNTY-  NE/YORK
 LG0693  USGS QUAD   -  BRADSHAW (1969)
 LG0693
 LG0693                         *CURRENT SURVEY CONTROL
 LG0693  ___________________________________________________________________
 LG0693* NAD 83(1986)-  40 53 15.     (N)    097 41 13.     (W)     SCALED    
 LG0693* NAVD 88     -       513.111  (meters)    1683.43   (feet)  ADJUSTED  
 LG0693  ___________________________________________________________________
 LG0693  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 LG0693  DYNAMIC HT  -         512.840 (meters)    1682.54  (feet)  COMP
 LG0693  MODELED GRAV-     980,079.0   (mgal)                       NAVD 88
 LG0693
 LG0693  VERT ORDER  -  SECOND    CLASS 0
 LG0693
 LG0693.The horizontal coordinates were scaled from a topographic map and have
 LG0693.an estimated accuracy of +/- 6 seconds.
 LG0693
 LG0693.The orthometric height was determined by differential leveling
 LG0693.and adjusted by the National Geodetic Survey in June 1991..
 LG0693
 LG0693.The geoid height was determined by GEOID03.
 LG0693
 LG0693.The dynamic height is computed by dividing the NAVD 88
 LG0693.geopotential number by the normal gravity value computed on the
 LG0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0693.degrees latitude (g = 980.6199 gals.).
 LG0693
 LG0693.The modeled gravity was interpolated from observed gravity values.
 LG0693
 LG0693;                    North         East    Units  Estimated Accuracy
 LG0693;SPC NE       -   119,650.      694,860.      MT  (+/- 180 meters Scaled)
 LG0693
 LG0693                          SUPERSEDED SURVEY CONTROL
 LG0693
 LG0693  NGVD 29 (??/??/92)  512.910  (m)         1682.77   (f) ADJ UNCH    2 0
 LG0693
 LG0693.Superseded values are not recommended for survey control.
 LG0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0693.See file dsdata.txt to determine how the superseded data were derived.
 LG0693
 LG0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL106270(NAD 83)
 LG0693_MARKER: DZ = AZIMUTH MARK DISK
 LG0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0693_STAMPING: SHAW 1961
 LG0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0693+STABILITY: SURFACE MOTION
 LG0693
 LG0693  HISTORY     - Date     Condition        Report By
 LG0693  HISTORY     - 1961     MONUMENTED       CGS
 LG0693
 LG0693                          STATION DESCRIPTION
 LG0693
 LG0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0693'5.9 MI W FROM YORK.
 LG0693'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0693'FROM THE RAILROAD STATION AT YORK, THENCE 0.9 MILE NORTH ALONG
 LG0693'DIVISON STREET, THENCE 4.65 MILES WEST ALONG U.S. HIGHWAY 34 AND
 LG0693'STATE HIGHWAY 2, THENCE 0.05 MILE NORTH ALONG A OIL ROAD LEADING
 LG0693'TO SITE 7, 49 FEET EAST OF THE CENTER LINE OF ROAD, 2.5 FEET
 LG0693'NORTHEAST OF A TELEPHONE POLE, 1.7 FEET NORTH OF A METAL WITNESS
 LG0693'POST WITH A SIGN, 0.7 FOOT WEST OF A NORTH-SOUTH FENCE, SET
 LG0693'IN TOP OF A SQUARE CONCRETE POST PROJECTING 1-INCH ABOVE THE
 LG0693'GROUND AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0694 ***********************************************************************
 LG0694  DESIGNATION -  SHAW RM 1
 LG0694  PID         -  LG0694
 LG0694  STATE/COUNTY-  NE/YORK
 LG0694  USGS QUAD   -  BRADSHAW (1969)
 LG0694
 LG0694                         *CURRENT SURVEY CONTROL
 LG0694  ___________________________________________________________________
 LG0694* NAD 83(1986)-  40 53 41.     (N)    097 41 14.     (W)     SCALED    
 LG0694* NAVD 88     -       512.761  (meters)    1682.28   (feet)  ADJUSTED  
 LG0694  ___________________________________________________________________
 LG0694  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 LG0694  DYNAMIC HT  -         512.490 (meters)    1681.39  (feet)  COMP
 LG0694  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 LG0694
 LG0694  VERT ORDER  -  SECOND    CLASS 0
 LG0694
 LG0694.The horizontal coordinates were scaled from a topographic map and have
 LG0694.an estimated accuracy of +/- 6 seconds.
 LG0694
 LG0694.The orthometric height was determined by differential leveling
 LG0694.and adjusted by the National Geodetic Survey in June 1991..
 LG0694
 LG0694.The geoid height was determined by GEOID03.
 LG0694
 LG0694.The dynamic height is computed by dividing the NAVD 88
 LG0694.geopotential number by the normal gravity value computed on the
 LG0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0694.degrees latitude (g = 980.6199 gals.).
 LG0694
 LG0694.The modeled gravity was interpolated from observed gravity values.
 LG0694
 LG0694;                    North         East    Units  Estimated Accuracy
 LG0694;SPC NE       -   120,450.      694,820.      MT  (+/- 180 meters Scaled)
 LG0694
 LG0694                          SUPERSEDED SURVEY CONTROL
 LG0694
 LG0694  NGVD 29 (??/??/92)  512.559  (m)         1681.62   (f) ADJ UNCH    2 0
 LG0694
 LG0694.Superseded values are not recommended for survey control.
 LG0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0694.See file dsdata.txt to determine how the superseded data were derived.
 LG0694
 LG0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL105279(NAD 83)
 LG0694_MARKER: DR = REFERENCE MARK DISK
 LG0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0694_STAMPING: SHAW NO 1 1961
 LG0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0694+STABILITY: SURFACE MOTION
 LG0694
 LG0694  HISTORY     - Date     Condition        Report By
 LG0694  HISTORY     - 1961     MONUMENTED       CGS
 LG0694
 LG0694                          STATION DESCRIPTION
 LG0694
 LG0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0694'6.4 MI NW FROM YORK.
 LG0694'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0694'FROM THE RAILROAD STATION AT YORK, THENCE 0.9 MILE NORTH ALONG
 LG0694'DIVISON STREET, THENCE 4.65 MILES WEST ALONG U.S. HIGHWAY 34
 LG0694'AND STATE HIGHWAY 2, THENCE 0.55 MILE NORTH ALONG A OIL ROAD TO
 LG0694'THE U.S. GOVERNMENT PROPERTY AT MISSILE SITE 551-7, 102.12 FEET
 LG0694'SOUTH OF STATION, 1-FOOT EAST OF THE NORTH-SOUTH FENCE, SET IN
 LG0694'THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND AND
 LG0694'ABOUT THE SAME ELEVATION AS THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0696 ***********************************************************************
 LG0696  DESIGNATION -  SHAW RM 2
 LG0696  PID         -  LG0696
 LG0696  STATE/COUNTY-  NE/YORK
 LG0696  USGS QUAD   -  BRADSHAW (1969)
 LG0696
 LG0696                         *CURRENT SURVEY CONTROL
 LG0696  ___________________________________________________________________
 LG0696* NAD 83(1986)-  40 53 41.     (N)    097 41 14.     (W)     SCALED    
 LG0696* NAVD 88     -       513.205  (meters)    1683.74   (feet)  ADJUSTED  
 LG0696  ___________________________________________________________________
 LG0696  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 LG0696  DYNAMIC HT  -         512.933 (meters)    1682.85  (feet)  COMP
 LG0696  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 LG0696
 LG0696  VERT ORDER  -  SECOND    CLASS 0
 LG0696
 LG0696.The horizontal coordinates were scaled from a topographic map and have
 LG0696.an estimated accuracy of +/- 6 seconds.
 LG0696
 LG0696.The orthometric height was determined by differential leveling
 LG0696.and adjusted by the National Geodetic Survey in June 1991..
 LG0696
 LG0696.The geoid height was determined by GEOID03.
 LG0696
 LG0696.The dynamic height is computed by dividing the NAVD 88
 LG0696.geopotential number by the normal gravity value computed on the
 LG0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0696.degrees latitude (g = 980.6199 gals.).
 LG0696
 LG0696.The modeled gravity was interpolated from observed gravity values.
 LG0696
 LG0696;                    North         East    Units  Estimated Accuracy
 LG0696;SPC NE       -   120,450.      694,820.      MT  (+/- 180 meters Scaled)
 LG0696
 LG0696                          SUPERSEDED SURVEY CONTROL
 LG0696
 LG0696  NGVD 29 (??/??/92)  513.002  (m)         1683.07   (f) ADJ UNCH    2 0
 LG0696
 LG0696.Superseded values are not recommended for survey control.
 LG0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0696.See file dsdata.txt to determine how the superseded data were derived.
 LG0696
 LG0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL105279(NAD 83)
 LG0696_MARKER: DR = REFERENCE MARK DISK
 LG0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LG0696_STAMPING: SHAW NO 2 1961
 LG0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0696+STABILITY: SURFACE MOTION
 LG0696
 LG0696  HISTORY     - Date     Condition        Report By
 LG0696  HISTORY     - 1961     MONUMENTED       CGS
 LG0696
 LG0696                          STATION DESCRIPTION
 LG0696
 LG0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LG0696'6.4 MI NW FROM YORK.
 LG0696'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LG0696'FROM THE RAILROAD STATION AT YORK, THENCE 0.9 MILE NORTH ALONG
 LG0696'DIVISON STREET, THENCE 4.65 MILES WEST ALONG U.S. HIGHWAY 34
 LG0696'AND STATE HIGHWAY 2, THENCE 0.55 MILE NORTH ALONG A OIL ROAD
 LG0696'TO THE U.S. GOVERMENT PROPERTY AT MISSILE SITE 551-7, 91.11
 LG0696'FEET NORTH OF STATION, 13 FEET NORTH OF THE NORTH ONE OF THREE
 LG0696'WOOD FENCE POST IN THE NORTH-SOUTH FENCE, SET IN TOP OF A SQUARE
 LG0696'CONCRETE POST PROJECTING 1-INCH ABOVE THE GROUND AND ABOUT THE
 LG0696'SAME ELEVATION AS THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1893 ***********************************************************************
 MK1893  DESIGNATION -  SHELBY
 MK1893  PID         -  MK1893
 MK1893  STATE/COUNTY-  NE/POLK
 MK1893  USGS QUAD   -  SHELBY (1965)
 MK1893
 MK1893                         *CURRENT SURVEY CONTROL
 MK1893  ___________________________________________________________________
 MK1893* NAD 83(1995)-  41 11 30.47203(N)    097 26 25.72976(W)     ADJUSTED  
 MK1893* NAVD 88     -       502.     (meters)    1647.     (feet)  SCALED    
 MK1893  ___________________________________________________________________
 MK1893  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 MK1893  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 MK1893
 MK1893  HORZ ORDER  -  THIRD
 MK1893
 MK1893.The horizontal coordinates were established by classical geodetic methods
 MK1893.and adjusted by the National Geodetic Survey in August 1997..
 MK1893
 MK1893.The orthometric height was scaled from a topographic map.
 MK1893
 MK1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1893
 MK1893.The geoid height was determined by GEOID03.
 MK1893
 MK1893;                    North         East     Units Scale Factor Converg.
 MK1893;SPC NE       -   154,001.466   714,618.739   MT  0.99967353   +1 41 46.3
 MK1893;UTM  14      - 4,561,221.106   630,779.212   MT  0.99981049   +1 01 38.0
 MK1893
 MK1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1893!SPC NE       -   0.99992527  x   0.99967353  =   0.99959883
 MK1893!UTM  14      -   0.99992527  x   0.99981049  =   0.99973578
 MK1893
 MK1893|---------------------------------------------------------------------|
 MK1893| PID    Reference Object                     Distance      Geod. Az  |
 MK1893|                                                           dddmmss.s |
 MK1893| CN9778 SHELBY RM 1                          29.390 METERS 00211     |
 MK1893| MK1891 SHELBY MUNICIPAL TANK               APPROX. 1.2 KM 0742121.8 |
 MK1893| CN9777 SHELBY AZ MK                                       0872421.9 |
 MK1893| CN9779 SHELBY RM 2                          17.635 METERS 09042     |
 MK1893| MK1912 OSCEOLA MUNICIPAL STANDPIPE         APPROX. 9.0 KM 2622132.4 |
 MK1893|---------------------------------------------------------------------|
 MK1893
 MK1893                          SUPERSEDED SURVEY CONTROL
 MK1893
 MK1893  NAD 83(1986)-  41 11 30.48125(N)    097 26 25.73214(W) AD(       ) 3
 MK1893  NAD 27      -  41 11 30.42500(N)    097 26 24.55600(W) AD(       ) 3
 MK1893
 MK1893.Superseded values are not recommended for survey control.
 MK1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1893.See file dsdata.txt to determine how the superseded data were derived.
 MK1893
 MK1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3077961221(NAD 83)
 MK1893_MARKER: DS = TRIANGULATION STATION DISK
 MK1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1893
 MK1893  HISTORY     - Date     Condition        Report By
 MK1893  HISTORY     - 1950     MONUMENTED       CGS
 MK1893
 MK1893                          STATION DESCRIPTION
 MK1893
 MK1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 MK1893'THE STATION IS LOCATED ABOUT 6 MILES EAST-NORTHEAST OF OSCEOLA
 MK1893'AND 3/4 MILE WEST OF SHELBY ON THE SOUTH RIGHT-OF-WAY OF U.S.
 MK1893'HIGHWAYS 81 AND 30A.  IT IS 47.6 FEET SOUTH OF THE CENTERLINE
 MK1893'OF THE HIGHWAY, 9 FEET NORTHWEST OF A WITNESS POST AND 2.5 FEET
 MK1893'NORTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS 6 INCHES
 MK1893'AND THE DISK IS STAMPED SHELBY 1950.
 MK1893'
 MK1893'REFERENCE MARK NO. 1 IS 52 FEET EAST OF A TELEPHONE POLE, 49 FEET
 MK1893'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET SOUTHWEST OF
 MK1893'A CORNER POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 MK1893'STAMPED SHELBY NO. 1 1950.
 MK1893'
 MK1893'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF THE CENTERLINE OF THE
 MK1893'HIGHWAY, AND 2 FEET NORTH OF A FENCE.  THE MARK PROJECTS 6
 MK1893'INCHES AND THE DISK IS STAMPED SHELBY NO 2 1950.
 MK1893'
 MK1893'THE AZIMUTH MARK IS 49 FEET NORTH OF THE CENTERLINE OF THE
 MK1893'HIGHWAY, 2 FEET SOUTH OF A FENCE AND 1.5 FEET SOUTHWEST OF A
 MK1893'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 MK1893'SHELBY 1950.
 MK1893'
 MK1893'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 76 AND
 MK1893'U.S. HIGHWAYS 81 AND 30A AT THE SOUTH EDGE OF SHELBY, GO WEST FOR
 MK1893'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE.
 MK1893'CONTINUE ON WEST FOR 0.55 MILE TO THE STATION ON THE LEFT JUST
 MK1893'BEFORE REACHING A FARM HOUSE.
 MK1893'
 MK1893'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1892 ***********************************************************************
 MK1892  DESIGNATION -  SHELBY CATHOLIC CH DOME
 MK1892  PID         -  MK1892
 MK1892  STATE/COUNTY-  NE/POLK
 MK1892  USGS QUAD   -  SHELBY (1965)
 MK1892
 MK1892                         *CURRENT SURVEY CONTROL
 MK1892  ___________________________________________________________________
 MK1892* NAD 83(1995)-  41 11 25.51423(N)    097 25 30.45734(W)     ADJUSTED  
 MK1892* NAVD 88     -                                                        
 MK1892  ___________________________________________________________________
 MK1892  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 MK1892  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 MK1892
 MK1892  HORZ ORDER  -  THIRD
 MK1892
 MK1892.The horizontal coordinates were established by classical geodetic methods
 MK1892.and adjusted by the National Geodetic Survey in August 1997..
 MK1892
 MK1892
 MK1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1892
 MK1892.The geoid height was determined by GEOID03.
 MK1892
 MK1892;                    North         East     Units Scale Factor Converg.
 MK1892;SPC NE       -   153,886.866   715,910.318   MT  0.99967367   +1 42 22.9
 MK1892;UTM  14      - 4,561,091.414   632,069.544   MT  0.99981467   +1 02 14.3
 MK1892
 MK1892                          SUPERSEDED SURVEY CONTROL
 MK1892
 MK1892  NAD 83(1986)-  41 11 25.52324(N)    097 25 30.45913(W) AD(       ) 4
 MK1892  NAD 27      -  41 11 25.46800(N)    097 25 29.28500(W) AD(       ) 3
 MK1892
 MK1892.Superseded values are not recommended for survey control.
 MK1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1892.See file dsdata.txt to determine how the superseded data were derived.
 MK1892
 MK1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3207061091(NAD 83)
 MK1892_MARKER: 87 = DOME
 MK1892
 MK1892  HISTORY     - Date     Condition        Report By
 MK1892  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1892  HISTORY     - 20040809 GOOD             USPSQD
 MK1892
 MK1892                          STATION DESCRIPTION
 MK1892
 MK1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1892'POINT OBSERVED UPON IS CENTER OF DOME OF TOWER ON CATHOLIC
 MK1892'CHURCH.  A PLASTERED BUILDING, TOWER ABOUT 50 FEET HIGH, LOCATED
 MK1892'IN NORTHERN PART OF TOWN OF SHELBY.
 MK1892'
 MK1892'OBSERVED UPON FROM STATIONS RUTH, DAVID, CURTIS, HROMAS, AND
 MK1892'STODDARD.
 MK1892
 MK1892                          STATION RECOVERY (2004)
 MK1892
 MK1892'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1892'STATION FOUND GOOD. CHURCH IS A TAN BRICK BUILDING, EAST OF WALNUT
 MK1892'STREET AND SOUTH OF EUCLID STREET. THE CHURCH HAS A BELL TOWER WITH A
 MK1892'CROSS ON TOP ON THE NORTH SIDE OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1891 ***********************************************************************
 MK1891  DESIGNATION -  SHELBY MUNICIPAL TANK
 MK1891  PID         -  MK1891
 MK1891  STATE/COUNTY-  NE/POLK
 MK1891  USGS QUAD   -  SHELBY (1965)
 MK1891
 MK1891                         *CURRENT SURVEY CONTROL
 MK1891  ___________________________________________________________________
 MK1891* NAD 83(1995)-  41 11 40.67670(N)    097 25 37.47242(W)     ADJUSTED  
 MK1891* NAVD 88     -                                                        
 MK1891  ___________________________________________________________________
 MK1891  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 MK1891  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 MK1891
 MK1891  HORZ ORDER  -  THIRD
 MK1891
 MK1891.The horizontal coordinates were established by classical geodetic methods
 MK1891.and adjusted by the National Geodetic Survey in August 1997..
 MK1891
 MK1891
 MK1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1891
 MK1891.The geoid height was determined by GEOID03.
 MK1891
 MK1891;                    North         East     Units Scale Factor Converg.
 MK1891;SPC NE       -   154,349.394   715,733.054   MT  0.99967327   +1 42 18.2
 MK1891;UTM  14      - 4,561,556.046   631,897.669   MT  0.99981411   +1 02 10.0
 MK1891
 MK1891                          SUPERSEDED SURVEY CONTROL
 MK1891
 MK1891  NAD 83(1986)-  41 11 40.68559(N)    097 25 37.47426(W) AD(       ) 4
 MK1891  NAD 27      -  41 11 40.62800(N)    097 25 36.31000(W) AD(       ) 3
 MK1891
 MK1891.Superseded values are not recommended for survey control.
 MK1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1891.See file dsdata.txt to determine how the superseded data were derived.
 MK1891
 MK1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL3189861556(NAD 83)
 MK1891_MARKER: 53 = ELEVATED TANK
 MK1891
 MK1891  HISTORY     - Date     Condition        Report By
 MK1891  HISTORY     - 1935     FIRST OBSERVED   CGS
 MK1891  HISTORY     - 20040809 GOOD             USPSQD
 MK1891
 MK1891                          STATION DESCRIPTION
 MK1891
 MK1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 MK1891'POINT OBSERVED UPON IS FINIAL MUNICIPAL WATER TANK (STEEL), ABOUT
 MK1891'100 FEET HIGH, LOCATED IN NORTH PART OF TOWN.
 MK1891'
 MK1891'OBSERVED UPON FROM STATIONS RUTH, MONROE, DAVID, CURTIS, HROMAS,
 MK1891'AND STODDARD.
 MK1891
 MK1891                          STATION RECOVERY (2004)
 MK1891
 MK1891'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 MK1891'STATION FOUND GOOD. TANK IS WEST OF WALNUT STREET, EAST OF PINE
 MK1891'STREET, AND SOUTH OF CHESTNUT STREET, IN THE SOUTHEAST CORNER OF THE
 MK1891'INTERSECTION OF PINE AND CHESTNUT STREETS IN THE TOWN OF SHELBY. TANK
 MK1891'IS A 4-LEGGED TAN TANK WITH BLACK LEGS AND BLACK LETTERING SHELBY WITH
 MK1891'LETTERS HUSKIES BELOW SHELBY ON THE BOWL OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1842 ***********************************************************************
 MK1842  DESIGNATION -  SHELL
 MK1842  PID         -  MK1842
 MK1842  STATE/COUNTY-  NE/COLFAX
 MK1842  USGS QUAD   -  CLARKSON SW (1966)
 MK1842
 MK1842                         *CURRENT SURVEY CONTROL
 MK1842  ___________________________________________________________________
 MK1842* NAD 83(1995)-  41 32 24.28507(N)    097 11 59.15360(W)     ADJUSTED  
 MK1842* NAVD 88     -       502.6    (meters)    1649.     (feet)  VERTCON   
 MK1842  ___________________________________________________________________
 MK1842  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 MK1842  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 MK1842
 MK1842  HORZ ORDER  -  FIRST
 MK1842
 MK1842.The horizontal coordinates were established by classical geodetic methods
 MK1842.and adjusted by the National Geodetic Survey in August 1997..
 MK1842
 MK1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1842
 MK1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1842
 MK1842.The geoid height was determined by GEOID03.
 MK1842
 MK1842;                    North         East     Units Scale Factor Converg.
 MK1842;SPC NE       -   193,274.257   733,544.123   MT  0.99965877   +1 51 20.5
 MK1842;UTM  14      - 4,600,278.468   650,162.960   MT  0.99987750   +1 11 38.5
 MK1842
 MK1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1842!SPC NE       -   0.99992516  x   0.99965877  =   0.99958395
 MK1842!UTM  14      -   0.99992516  x   0.99987750  =   0.99980267
 MK1842
 MK1842:                Primary Azimuth Mark                     Grid Az
 MK1842:SPC NE       -  SHELL AZ MK                              031 16 50.0
 MK1842:UTM  14      -  SHELL AZ MK                              031 56 32.0
 MK1842
 MK1842|---------------------------------------------------------------------|
 MK1842| PID    Reference Object                     Distance      Geod. Az  |
 MK1842|                                                           dddmmss.s |
 MK1842| CN9780 SHELL AZ MK                                        0330810.5 |
 MK1842| CN9781 SHELL RM 1                           44.681 METERS 08653     |
 MK1842| MK1841 SCHUYLER PKNG CO MAST KGX572        APPROX.12.3 KM 1055414.9 |
 MK1842| MK1906 COLUMBUS KTTT RADIO MAST            APPROX.19.6 KM 2410052.1 |
 MK1842| CN9782 SHELL RM 2                           19.040 METERS 35459     |
 MK1842|---------------------------------------------------------------------|
 MK1842
 MK1842                          SUPERSEDED SURVEY CONTROL
 MK1842
 MK1842  NAD 83(1986)-  41 32 24.29352(N)    097 11 59.15679(W) AD(       ) 1
 MK1842  NAD 27      -  41 32 24.26189(N)    097 11 58.02899(W) AD(       ) 1
 MK1842  NGVD 29 (07/19/86)  502.4    (m)         1648.     (f) VERT ANG       
 MK1842
 MK1842.Superseded values are not recommended for survey control.
 MK1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1842.See file dsdata.txt to determine how the superseded data were derived.
 MK1842
 MK1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM5016300278(NAD 83)
 MK1842_MARKER: DS = TRIANGULATION STATION DISK
 MK1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1842_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MK1842
 MK1842  HISTORY     - Date     Condition        Report By
 MK1842  HISTORY     - 1968     MONUMENTED       CGS
 MK1842
 MK1842                          STATION DESCRIPTION
 MK1842
 MK1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1842'THE STATION IS LOCATED 11 MILES NORTHEAST OF COLUMBUS, 9-1/2 MILES
 MK1842'NORTHWEST OF SCHUYLER AND 2 MILES NORTH OF SHELL CREEK.  IT IS ON
 MK1842'THE SECOND HILL NORTH OF SHELL CREEK IN A ROW OF LOW HILLS ALONG
 MK1842'THE NORTH SIDE OF THE DRAINAGE AND IN THE SOUTHWEST CORNER OF A
 MK1842'CULTIVATED FIELD.
 MK1842'
 MK1842'TO REACH THE STATION FROM THE POST OFFICE IN RICHLAND GO WEST 0.1
 MK1842'MILE TO A CROSSROADS.  TURN RIGHT, CROSS THE RAILROAD TRACKS, AND GO
 MK1842'NORTH 0.2 MILE TO A JUNCTION WITH U.S. HIGHWAY 30.  CONTINUE NORTH
 MK1842'ON U.S. HIGHWAY 30 0.6 MILE TO A GRAVEL ROAD FORK ON THE LEFT
 MK1842'WHERE THE HIGHWAY CURVES RIGHT.  CONTINUE NORTH ON THE GRADED
 MK1842'GRAVELED ROAD 4.7 MILES TO A BRIDGE OVER SHELL CREEK.  PROCEED
 MK1842'NORTH 0.5 MILE TO A CROSSROADS.  TURN RIGHT AND GO EAST 1.0 MILE TO
 MK1842'A CROSSROADS.  TURN LEFT AND GO NORTH, UPHILL, 1.6
 MK1842'MILES TO AN UNIMPROVED SIDEROAD ON THE LEFT.  (TO REACH THE
 MK1842'AZIMUTH MARK FROM THIS POINT CONTINUE NORTH 0.4 MILE TO THE MARK
 MK1842'ON THE LEFT.) TO REACH THE STATION TURN LEFT ON THE UNIMPROVED
 MK1842'ROAD MENTIONED ABOVE AND GO WEST 0.25 MILE TO THE STATION ON THE
 MK1842'RIGHT.
 MK1842'
 MK1842'THE STATION MARK IS A STANDARD DISK STAMPED SHELL 1968 CEMENTED IN
 MK1842'THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT SET
 MK1842'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 46.3 FEET
 MK1842'EAST-SOUTHEAST OF A TELEPHONE POLE, 17.0 FEET NORTH OF THE CENTER
 MK1842'OF THE UNIMPROVED ROAD, AND 13.3 FEET SOUTH-SOUTHEAST OF THE END
 MK1842'FENCE POST OF A NORTH-SOUTH FENCE.
 MK1842'
 MK1842'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SHELL NO 1968
 MK1842'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 MK1842'MONUMENT PROJECTING 5 INCHES ABOVE GROUND.  IT IS 25.3 FEET NORTH
 MK1842'OF THE CENTER OF THE UNIMPROVED ROAD, 2.6 FEET SOUTHWEST OF A
 MK1842'TELEPHONE POLE, AND AT THE SAME ELEVATION AS THE STATION.
 MK1842'
 MK1842'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SHELL NO 2
 MK1842'1968 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 MK1842'MONUMENT PROJECTING 5 INCHES ABOVE GROUND.  IT IS A 2 FEET EAST OF
 MK1842'A WIRE FENCE AND AT THE SAME ELEVATION AS THE STATION.
 MK1842'
 MK1842'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SHELL 1968 CEMENTED IN
 MK1842'THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 MK1842'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 27.3 FEET WEST OF THE
 MK1842'CENTER OF A GRADED GRAVELED ROAD, 3.6 FEET NORTH OF THE END FENCE
 MK1842'POST IN THE WEST RIGHT-OF-WAY FENCE, AND 2.2 FEET SOUTH OF A
 MK1842'TELEPHONE POLE WITH WITNESS SIGN.
 MK1842'
 MK1842'TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 MK1842'
 MK1842'HEIGHT OF LIGHT ABOVE STATION MARK 21.95 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK1843 ***********************************************************************
 MK1843  DESIGNATION -  SHELL RM A
 MK1843  PID         -  MK1843
 MK1843  STATE/COUNTY-  NE/COLFAX
 MK1843  USGS QUAD   -  CLARKSON SW (1966)
 MK1843
 MK1843                         *CURRENT SURVEY CONTROL
 MK1843  ___________________________________________________________________
 MK1843* NAD 83(1995)-  41 32 25.10526(N)    097 11 59.21444(W)     ADJUSTED  
 MK1843* NAVD 88     -       502.7    (meters)    1649.     (feet)  VERTCON   
 MK1843  ___________________________________________________________________
 MK1843  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 MK1843  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 MK1843
 MK1843  HORZ ORDER  -  FIRST
 MK1843
 MK1843.The horizontal coordinates were established by classical geodetic methods
 MK1843.and adjusted by the National Geodetic Survey in August 1997..
 MK1843
 MK1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 MK1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MK1843
 MK1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK1843
 MK1843.The geoid height was determined by GEOID03.
 MK1843
 MK1843;                    North         East     Units Scale Factor Converg.
 MK1843;SPC NE       -   193,299.493   733,541.895   MT  0.99965877   +1 51 20.5
 MK1843;UTM  14      - 4,600,303.734   650,161.023   MT  0.99987749   +1 11 38.5
 MK1843
 MK1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK1843!SPC NE       -   0.99992514  x   0.99965877  =   0.99958394
 MK1843!UTM  14      -   0.99992514  x   0.99987749  =   0.99980264
 MK1843
 MK1843:                Primary Azimuth Mark                     Grid Az
 MK1843:SPC NE       -  VRBA                                     071 18 59.6
 MK1843:UTM  14      -  VRBA                                     071 58 41.6
 MK1843
 MK1843|---------------------------------------------------------------------|
 MK1843| PID    Reference Object                     Distance      Geod. Az  |
 MK1843|                                                           dddmmss.s |
 MK1843| MK1840 VRBA                                APPROX.13.9 KM 0731020.1 |
 MK1843| MK1841 SCHUYLER PKNG CO MAST KGX572        APPROX.12.3 KM 1060055.9 |
 MK1843| MK1842 SHELL                                25.343 METERS 17649     |
 MK1843| MK1906 COLUMBUS KTTT RADIO MAST            APPROX.19.7 KM 2405652.7 |
 MK1843|---------------------------------------------------------------------|
 MK1843
 MK1843                          SUPERSEDED SURVEY CONTROL
 MK1843
 MK1843  NAD 83(1986)-  41 32 25.11388(N)    097 11 59.21765(W) AD(       ) 1
 MK1843  NAD 27      -  41 32 25.08209(N)    097 11 58.08985(W) AD(       ) 1
 MK1843  NGVD 29 (07/19/86)  502.5    (m)         1649.     (f) VERT ANG       
 MK1843
 MK1843.Superseded values are not recommended for survey control.
 MK1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK1843.See file dsdata.txt to determine how the superseded data were derived.
 MK1843
 MK1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPM5016100304(NAD 83)
 MK1843_MARKER: DS = TRIANGULATION STATION DISK
 MK1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK1843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK1843+STABILITY: SURFACE MOTION
 MK1843
 MK1843  HISTORY     - Date     Condition        Report By
 MK1843  HISTORY     - 1968     MONUMENTED       CGS
 MK1843
 MK1843                          STATION DESCRIPTION
 MK1843
 MK1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 MK1843'THE STATION IS LOCATED 11 MILES NORTHEAST OF COLUMBUS, 9-1/2 MILES
 MK1843'NORTHWEST OF SCHUYLER, AND 2 MILES NORTH OF SHELL CREEK.  IT IS ON
 MK1843'THE SECOND HILL NORTH OF SHELL CREEK IN A ROW OF LOW HILLS ALONG
 MK1843'THE NORTH SIDE OF THE SHELL CREEK DRAINAGE AND IN THE SOUTHWEST
 MK1843'CORNER OF A CULTIVATED FIELD.
 MK1843'
 MK1843'THE STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED SHELL RM
 MK1843'A 1968 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 MK1843'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS 72.1
 MK1843'FEET NORTH OF THE SOUTH END FENCE POST OF A WIRE FENCE, 20.9 FEET
 MK1843'NORTH OF THE R.M. 2 MONUMENT FOR STATION SHELL, AND 2.4 FEET EAST
 MK1843'OF THE WIRE FENCE.
 MK1843'
 MK1843'FOR DIRECTIONS TO REACH THE STATION SEE DESCRIPTION FOR SHELL 1968.
 MK1843'
 MK1843'A TRAVERSE CONNECTION WAS MADE TO STATION SHELL 1968 THE DISTANCE,
 MK1843'NOT REDUCED TO SEA LEVEL, BEING 25.3447 METERS, (83.152 FT.) NORTH
 MK1843'OF SHELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH0932 ***********************************************************************
 LH0932  CBN         -  This is a Cooperative Base Network Control Station.
 LH0932  DESIGNATION -  SHELTON EAST BASE RESET
 LH0932  PID         -  LH0932
 LH0932  STATE/COUNTY-  NE/BUFFALO
 LH0932  USGS QUAD   -  SHELTON (1974)
 LH0932
 LH0932                         *CURRENT SURVEY CONTROL
 LH0932  ___________________________________________________________________
 LH0932* NAD 83(1995)-  40 46 38.38299(N)    098 44 40.57756(W)     ADJUSTED  
 LH0932* NAVD 88     -       615.451  (meters)    2019.19   (feet)  ADJUSTED  
 LH0932  ___________________________________________________________________
 LH0932  X           -    -735,404.878 (meters)                     COMP
 LH0932  Y           -  -4,780,996.401 (meters)                     COMP
 LH0932  Z           -   4,144,115.066 (meters)                     COMP
 LH0932  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 LH0932  ELLIP HEIGHT-         590.76  (meters)          (07/10/01) GPS OBS
 LH0932  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 LH0932  DYNAMIC HT  -         615.112 (meters)    2018.08  (feet)  COMP
 LH0932  MODELED GRAV-     980,053.5   (mgal)                       NAVD 88
 LH0932
 LH0932  HORZ ORDER  -  B
 LH0932  VERT ORDER  -  FIRST     CLASS II
 LH0932  ELLP ORDER  -  FOURTH    CLASS I
 LH0932
 LH0932.The horizontal coordinates were established by GPS observations
 LH0932.and adjusted by the National Geodetic Survey in June 1996..
 LH0932
 LH0932.The orthometric height was determined by differential leveling
 LH0932.and adjusted by the National Geodetic Survey in May 1993..
 LH0932
 LH0932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LH0932
 LH0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH0932
 LH0932.The ellipsoidal height was determined by GPS observations
 LH0932.and is referenced to NAD 83.
 LH0932
 LH0932.The geoid height was determined by GEOID03.
 LH0932
 LH0932.The dynamic height is computed by dividing the NAVD 88
 LH0932.geopotential number by the normal gravity value computed on the
 LH0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH0932.degrees latitude (g = 980.6199 gals.).
 LH0932
 LH0932.The modeled gravity was interpolated from observed gravity values.
 LH0932
 LH0932;                    North         East     Units Scale Factor Converg.
 LH0932;SPC NE       -   105,579.063   605,946.162   MT  0.99973881   +0 49 55.0
 LH0932;UTM  14      - 4,514,070.275   521,551.255   MT  0.99960572   +0 10 00.5
 LH0932
 LH0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH0932!SPC NE       -   0.99990734  x   0.99973881  =   0.99964617
 LH0932!UTM  14      -   0.99990734  x   0.99960572  =   0.99951310
 LH0932
 LH0932|---------------------------------------------------------------------|
 LH0932| PID    Reference Object                     Distance      Geod. Az  |
 LH0932|                                                           dddmmss.s |
 LH0932| LH1485 SHELTON EAST BASE RM 1               13.274 METERS 00716     |
 LH0932| LH1247 SHELTON MUNICIPAL TANK              APPROX. 0.9 KM 0873732.6 |
 LH0932| LH1486 SHELTON EAST BASE RM 2               16.446 METERS 23833     |
 LH0932|---------------------------------------------------------------------|
 LH0932
 LH0932                          SUPERSEDED SURVEY CONTROL
 LH0932
 LH0932  ELLIP H (06/25/96)  590.81   (m)                       GP(       ) 1 1
 LH0932  NAD 83(1986)-  40 46 38.39156(N)    098 44 40.57835(W) AD(       ) 1
 LH0932  NAD 27      -  40 46 38.34100(N)    098 44 39.30900(W) AD(       ) 1
 LH0932  NAVD 88 (06/25/96)  615.45   (m)         2019.2    (f) LEVELING    3  
 LH0932  NGVD 29 (02/14/92)  615.194  (m)         2018.35   (f) ADJUSTED    1 2
 LH0932
 LH0932.Superseded values are not recommended for survey control.
 LH0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH0932.See file dsdata.txt to determine how the superseded data were derived.
 LH0932
 LH0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2155114070(NAD 83)
 LH0932_MARKER: DH = HORIZONTAL CONTROL DISK
 LH0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH0932_SP_SET: CONCRETE POST
 LH0932_STAMPING: SHELTON EAST BASE 1899 1989
 LH0932_MARK LOGO: NGS   
 LH0932_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LH0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH0932+STABILITY: SURFACE MOTION
 LH0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH0932+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 LH0932
 LH0932  HISTORY     - Date     Condition        Report By
 LH0932  HISTORY     - 1989     MONUMENTED       NGS
 LH0932  HISTORY     - 19910924 GOOD             NGS
 LH0932  HISTORY     - 19950522 GOOD             NGS
 LH0932  HISTORY     - 20000601 GOOD             NEDR
 LH0932  HISTORY     - 20060511 GOOD             USGS
 LH0932
 LH0932                          STATION DESCRIPTION
 LH0932
 LH0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH0932'30.1 KM (18.70 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH0932'OF STATE HIGHWAY 44 IN KEARNEY, 24.6 M (80.7 FT) SOUTHEAST OF THE
 LH0932'HIGHWAY CENTERLINE, 16.5 M (54.1 FT) NORTHEAST OF REFERENCE MARK 2,
 LH0932'13.9 M (45.6 FT) WEST-SOUTHWEST OF THE NORTH OF A DOUBLE UTILITY
 LH0932'POLE, 13.0 M (42.7 FT) NORTHWEST OF THE NEAR RAIL OF THE UNION
 LH0932'PACIFIC RAILROAD, 1.0 M (3.3 FT) NORTHWEST OF A WITNESS POST, 0.9 M
 LH0932'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 LH0932'WITH THE GROUND SURFACE.
 LH0932
 LH0932                          STATION RECOVERY (1995)
 LH0932
 LH0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LH0932'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTHEAST OF GIBBON, 4.0 MI
 LH0932'(6.4 KM) NORTH OF INTERSTATE HIGHWAY 80, 0.6 MI (1.0 KM) SOUTHWEST OF
 LH0932'SHELTON, BETWEEN U.S. HIGHWAY 30 AND THE UNION PACIFIC RAILROAD, ON
 LH0932'RAILROAD RIGHT-OF-WAY AND IN THE SE1/4, SEC2, T9N, R13W.  TO REACH THE
 LH0932'MARK FROM THE SHELTON POST OFFICE, GO SOUTH FOR 0.05 MI (0.08 KM) TO
 LH0932'U.S. HIGHWAY 30.  TURN RIGHT AND GO SOUTHWEST ON THE HIGHWAY FOR 0.6
 LH0932'MI (1.0 KM) TO THE MARK ON THE LEFT.  THE DISK IS SET INTO THE TOP OF
 LH0932'A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 88.7
 LH0932'FT (27.0 M) WEST FROM A MCI FIBER-OPTIC WARNING POST, 81.0 FT (24.7 M)
 LH0932'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 54.5 FT (16.6 M) EAST OF A
 LH0932'CONCRETE POST AT REFERENCE MARK 2, 43.2 FT (13.2 M) NORTH OF THE NORTH
 LH0932'RAIL OF THE NORTH SET OF TRACKS, 2.5 FT (0.8 M) SOUTH OF A WITNESS
 LH0932'POST AND IS ABOUT 4.0 FT (1.2 M) LOWER THAN THE TRACKS.
 LH0932
 LH0932                          STATION RECOVERY (2000)
 LH0932
 LH0932'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LH0932'RECOVERED AS DESCRIBED.
 LH0932
 LH0932                          STATION RECOVERY (2006)
 LH0932
 LH0932'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (BKW)
 LH0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1246 ***********************************************************************
 LH1246  DESIGNATION -  SHELTON ELEVATOR
 LH1246  PID         -  LH1246
 LH1246  STATE/COUNTY-  NE/KEARNEY
 LH1246  USGS QUAD   -  SHELTON (1974)
 LH1246
 LH1246                         *CURRENT SURVEY CONTROL
 LH1246  ___________________________________________________________________
 LH1246* NAD 83(1995)-  40 46 47.90156(N)    098 44 00.65257(W)     ADJUSTED  
 LH1246* NAVD 88     -                                                        
 LH1246  ___________________________________________________________________
 LH1246  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 LH1246  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 LH1246
 LH1246  HORZ ORDER  -  THIRD
 LH1246
 LH1246.The horizontal coordinates were established by classical geodetic methods
 LH1246.and adjusted by the National Geodetic Survey in August 1997..
 LH1246
 LH1246
 LH1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1246
 LH1246.The geoid height was determined by GEOID03.
 LH1246
 LH1246;                    North         East     Units Scale Factor Converg.
 LH1246;SPC NE       -   105,886.225   606,877.734   MT  0.99973823   +0 50 21.5
 LH1246;UTM  14      - 4,514,366.562   522,486.206   MT  0.99960622   +0 10 26.6
 LH1246
 LH1246                          SUPERSEDED SURVEY CONTROL
 LH1246
 LH1246  NAD 83(1986)-  40 46 47.90987(N)    098 44 00.65322(W) AD(       ) 4
 LH1246  NAD 27      -  40 46 47.85500(N)    098 43 59.38200(W) AD(       ) 3
 LH1246
 LH1246.Superseded values are not recommended for survey control.
 LH1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1246.See file dsdata.txt to determine how the superseded data were derived.
 LH1246
 LH1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2248614367(NAD 83)
 LH1246_MARKER: 65 = GRAIN ELEVATOR
 LH1246
 LH1246  HISTORY     - Date     Condition        Report By
 LH1246  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1246
 LH1246                          STATION DESCRIPTION
 LH1246
 LH1246'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1247 ***********************************************************************
 LH1247  DESIGNATION -  SHELTON MUNICIPAL TANK
 LH1247  PID         -  LH1247
 LH1247  STATE/COUNTY-  NE/BUFFALO
 LH1247  USGS QUAD   -  SHELTON (1974)
 LH1247
 LH1247                         *CURRENT SURVEY CONTROL
 LH1247  ___________________________________________________________________
 LH1247* NAD 83(1995)-  40 46 39.63460(N)    098 44 00.80746(W)     ADJUSTED  
 LH1247* NAVD 88     -                                                        
 LH1247  ___________________________________________________________________
 LH1247  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LH1247  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 LH1247
 LH1247  HORZ ORDER  -  THIRD
 LH1247
 LH1247.The horizontal coordinates were established by classical geodetic methods
 LH1247.and adjusted by the National Geodetic Survey in August 1997..
 LH1247
 LH1247
 LH1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1247
 LH1247.The geoid height was determined by GEOID03.
 LH1247
 LH1247;                    North         East     Units Scale Factor Converg.
 LH1247;SPC NE       -   105,631.254   606,877.837   MT  0.99973873   +0 50 21.4
 LH1247;UTM  14      - 4,514,111.641   522,483.349   MT  0.99960622   +0 10 26.5
 LH1247
 LH1247                          SUPERSEDED SURVEY CONTROL
 LH1247
 LH1247  NAD 83(1986)-  40 46 39.64200(N)    098 44 00.80750(W) AD(       ) 4
 LH1247  NAD 27      -  40 46 39.59040(N)    098 43 59.54820(W) AD(       ) 3
 LH1247
 LH1247.Superseded values are not recommended for survey control.
 LH1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1247.See file dsdata.txt to determine how the superseded data were derived.
 LH1247
 LH1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2248314112(NAD 83)
 LH1247_MARKER: 53 = ELEVATED TANK
 LH1247
 LH1247  HISTORY     - Date     Condition        Report By
 LH1247  HISTORY     - 1950     FIRST OBSERVED   CGS
 LH1247  HISTORY     - 1959     GOOD             CGS
 LH1247
 LH1247                          STATION DESCRIPTION
 LH1247
 LH1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1247'THE STATION IS LOCATED IN SHELTON JUST EAST OF THE FIRE HOUSE.
 LH1247'
 LH1247'IT IS ABOUT 100 FEET HIGH, PAINTED SILVER, HAS FOUR LEGS, OF
 LH1247'STEEL CONSTRUCTION AND HAS A FLAT ROOF.
 LH1247'
 LH1247'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE TANK.
 LH1247
 LH1247                          STATION RECOVERY (1959)
 LH1247
 LH1247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CTH)
 LH1247'RECOVERED AS DESCRIBED IN 1950.  THE 1950 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1248 ***********************************************************************
 LH1248  DESIGNATION -  SHELTON PRESBYTERIAN CH SPIRE
 LH1248  PID         -  LH1248
 LH1248  STATE/COUNTY-  NE/KEARNEY
 LH1248  USGS QUAD   -  SHELTON (1974)
 LH1248
 LH1248                         *CURRENT SURVEY CONTROL
 LH1248  ___________________________________________________________________
 LH1248* NAD 83(1995)-  40 46 36.30674(N)    098 44 03.02530(W)     ADJUSTED  
 LH1248* NAVD 88     -                                                        
 LH1248  ___________________________________________________________________
 LH1248  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LH1248  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 LH1248
 LH1248  HORZ ORDER  -  THIRD
 LH1248
 LH1248.The horizontal coordinates were established by classical geodetic methods
 LH1248.and adjusted by the National Geodetic Survey in August 1997..
 LH1248
 LH1248
 LH1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1248
 LH1248.The geoid height was determined by GEOID03.
 LH1248
 LH1248;                    North         East     Units Scale Factor Converg.
 LH1248;SPC NE       -   105,527.875   606,827.352   MT  0.99973893   +0 50 19.9
 LH1248;UTM  14      - 4,514,008.869   522,431.674   MT  0.99960619   +0 10 25.0
 LH1248
 LH1248                          SUPERSEDED SURVEY CONTROL
 LH1248
 LH1248  NAD 83(1986)-  40 46 36.31508(N)    098 44 03.02610(W) AD(       ) 4
 LH1248  NAD 27      -  40 46 36.26200(N)    098 44 01.76100(W) AD(       ) 3
 LH1248
 LH1248.Superseded values are not recommended for survey control.
 LH1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1248.See file dsdata.txt to determine how the superseded data were derived.
 LH1248
 LH1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL2243214009(NAD 83)
 LH1248_MARKER: 90 = CHURCH SPIRE
 LH1248
 LH1248  HISTORY     - Date     Condition        Report By
 LH1248  HISTORY     - 1899     FIRST OBSERVED   CGS
 LH1248
 LH1248                          STATION DESCRIPTION
 LH1248
 LH1248'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1291 ***********************************************************************
 LH1291  DESIGNATION -  SHELTON WEST BASE
 LH1291  PID         -  LH1291
 LH1291  STATE/COUNTY-  NE/BUFFALO
 LH1291  USGS QUAD   -  GIBBON NORTH (1962)
 LH1291
 LH1291                         *CURRENT SURVEY CONTROL
 LH1291  ___________________________________________________________________
 LH1291* NAD 83(1995)-  40 45 11.75383(N)    098 49 56.86652(W)     ADJUSTED  
 LH1291* NAVD 88     -       627.4    (meters)    2058.     (feet)  VERTCON   
 LH1291  ___________________________________________________________________
 LH1291  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 LH1291  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 LH1291
 LH1291  HORZ ORDER  -  FIRST
 LH1291
 LH1291.The horizontal coordinates were established by classical geodetic methods
 LH1291.and adjusted by the National Geodetic Survey in August 1997..
 LH1291
 LH1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1291
 LH1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1291
 LH1291.The geoid height was determined by GEOID03.
 LH1291
 LH1291;                    North         East     Units Scale Factor Converg.
 LH1291;SPC NE       -   102,803.849   598,568.129   MT  0.99974418   +0 46 25.4
 LH1291;UTM  14      - 4,511,381.217   514,142.540   MT  0.99960246   +0 06 33.7
 LH1291
 LH1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1291!SPC NE       -   0.99990546  x   0.99974418  =   0.99964966
 LH1291!UTM  14      -   0.99990546  x   0.99960246  =   0.99950795
 LH1291
 LH1291|---------------------------------------------------------------------|
 LH1291| PID    Reference Object                     Distance      Geod. Az  |
 LH1291|                                                           dddmmss.s |
 LH1291| LH1484 SHELTON WEST BASE RM 1               27.060 METERS 04244     |
 LH1291| LH1276 GIBBON MUNICIPAL TANK               APPROX. 1.3 KM 2391623.5 |
 LH1291| LH1454 SHELTON WEST BASE RM 2               17.818 METERS 29140     |
 LH1291|---------------------------------------------------------------------|
 LH1291
 LH1291                          SUPERSEDED SURVEY CONTROL
 LH1291
 LH1291  NAD 83(1986)-  40 45 11.76212(N)    098 49 56.86728(W) AD(       ) 1
 LH1291  NAD 27      -  40 45 11.71200(N)    098 49 55.58900(W) AD(       ) 1
 LH1291  NGVD 29 (07/19/86)  627.1    (m)         2057.     (f) VERT ANG       
 LH1291
 LH1291.Superseded values are not recommended for survey control.
 LH1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1291.See file dsdata.txt to determine how the superseded data were derived.
 LH1291
 LH1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL1414311381(NAD 83)
 LH1291_MARKER: DS = TRIANGULATION STATION DISK
 LH1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1291_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1291
 LH1291  HISTORY     - Date     Condition        Report By
 LH1291  HISTORY     - 1899     MONUMENTED       CGS
 LH1291  HISTORY     - 1934     GOOD             NEGS
 LH1291  HISTORY     - 1950     GOOD             CGS
 LH1291  HISTORY     - 19910925 MARK NOT FOUND   NGS
 LH1291
 LH1291                          STATION DESCRIPTION
 LH1291
 LH1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FDG)
 LH1291'THIS STATION IS ABOUT ONE-HALF MILE EAST OF THE TOWN OF GIBBON
 LH1291'AND 56.3 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF THE
 LH1291'UNION PACIFIC RAILROAD.  THE AZIMUTHS AND DISTANCES TO CERTAIN
 LH1291'POINTS ARE, TO EAST BASE (PARALLEL TO THE UNION PACIFIC TRACK),
 LH1291'250 DEG 09 MIN 35 SEC, TO A SWITCH STAND ON THE UNION PACIFIC
 LH1291'RAILROAD, 7 DEG 15 MIN, 75.8 FEET, TO THE RAILROAD WINDMILL IN
 LH1291'GIBBON, 69 DEG 34 MIN 46 SEC, TO A TELEPHONE POLE BLAZED WITH
 LH1291'A TRIANGLE, ON SIDE FACING STATION, 110 DEG 05 MIN, 64.1 FEET,
 LH1291'TO TELEPHONE POLE NO. 2, BLAZED WITH TRIANGLE ON SIDE FACING
 LH1291'STATION, 223 DEG 35 MIN, 95.1 FEET.  THE SURFACE MARK IS A
 LH1291'COPPER BOLT WITH CROSS LINES SET IN A LIMESTONE POST 8
 LH1291'INCHES SQUARE AND 2.5 FEET LONG.  THE TOP OF THE POST IS
 LH1291'FLUSH WITH THE GROUND AND IS MARKED U.S.C.S.  THE UNDERGROUND
 LH1291'MARK IS A COPPER BOLT WITH CROSS LINES SET IN A LIMESTONE
 LH1291'BLOCK 15 INCHES SQUARE AND 8 INCHES THICK, 3 FEET BELOW THE
 LH1291'SURFACE.  RECOVERED 1900, A.L. BALDWIN.
 LH1291
 LH1291                          STATION RECOVERY (1934)
 LH1291
 LH1291'RECOVERY NOTE BY NEBRASKA GEODETIC SURVEY 1934
 LH1291'THE RAILROAD SWITCH MENTIONED IN THE ORIGINAL DESCRIPTION STILL
 LH1291'SERVES AS AN AID IN LOCATING THIS STATION.  NO TRACE OF THE
 LH1291'TOP MARKER WAS FOUND, BUT THE BOTTOM STONE WAS DISCOVERED IN A
 LH1291'BORROW PIT, WITH NO COVERING EXCEPT WEEDS AND TRASH.  THIS STONE,
 LH1291'A BLOCK OF CONCRETE 30 INCHES SQUARE WITH A VERY SMALL COPPER
 LH1291'BOLT, ABOUT 1/4 INCH, FOR ITS CENTER, HAS EVIDENTLY NEVER BEEN
 LH1291'MOVED.  SURFACE MARKINGS INCLUDE U.S.C. AND G.S., AND 1906, AND
 LH1291'CROSS LINES.  A 4-INCH TRENCH WAS DUG AROUND THE STONE, WHICH
 LH1291'PROVED TO BE A BLOCK OF CONCRETE 30 INCHES SQUARE AND 12
 LH1291'INCHES THICK.  A TRENCH 3 INCHES BELOW THE BOTTOM OF THE STONE
 LH1291'WAS DUG AND FILLED WITH CONCRETE TO WITHIN 4 INCHES OF TOP OF
 LH1291'STONE.  THIS STATION IS IN SEC. 18, T. 9 N., R. 13 W.
 LH1291
 LH1291                          STATION RECOVERY (1950)
 LH1291
 LH1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LH1291'STATION WAS RECOVERED AS DESCRIBED BY THE NEBRASKA GEODETIC SURVEY
 LH1291'IN 1934.  TWO NEW REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE NEW
 LH1291'DESCRIPTION FOLLOWS.  STATION IS LOCATED ABOUT 1/2 MILE EAST OF
 LH1291'GIBBON ON THE RAILROAD RIGHT OF WAY.  STATION IS 42 FEET WEST
 LH1291'OF TELEPHONE POLE, 26.6 FEET NORTH OF NORTH RAIL OF TRACK AND 5
 LH1291'FEET SOUTH OF FENCE.  THE MARK IS A 30 INCH SQUARE BLOCK OF
 LH1291'CONCRETE, ABOUT 18 INCHES BELOW THE SURFACE, MARKED USC AND GS
 LH1291'1906, WITH A BOLT IN THE CENTER OF A SMALL TRIANGLE.
 LH1291'
 LH1291'REFERENCE MARK NO. 1 IS 41 FEET SOUTH OF THE CENTERLINE OF U.S.
 LH1291'HIGHWAY 30, 17 FEET NORTH OF THE CENTERLINE OF TRACK ROAD AND
 LH1291'4 FEET SOUTHWEST OF TELEPHONE POLE WITH TRIANGLE BLAZE.  THE
 LH1291'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED SHELTON
 LH1291'WEST BASE NO 1 1950.
 LH1291'
 LH1291'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF THE CENTERLINE OF
 LH1291'U.S. HIGHWAY 30, 16 FEET NORTH OF THE CENTERLINE OF TRACK ROAD
 LH1291'AND 7 FEET SOUTHEAST OF TELEPHONE POLE WITH TRIANGLE BLAZE.
 LH1291'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED SHELTON
 LH1291'WEST BASE NO 2 1950.
 LH1291'
 LH1291'TO REACH FROM THE RAILROAD DEPOT IN GIBBON GO EAST ON U.S.
 LH1291'HIGHWAY 30 FOR 0.7 MILE TO STATION ON RIGHT OR SOUTH SIDE OF ROAD
 LH1291'AS DESCRIBED.
 LH1291'
 LH1291'1950 OBSERVATIONS TAKEN FROM A TRIPOD.
 LH1291
 LH1291                          STATION RECOVERY (1991)
 LH1291
 LH1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LH1291'THE MONUMENT WAS FOUND WITH THE COPPER BOLT MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1454 ***********************************************************************
 LH1454  DESIGNATION -  SHELTON WEST BASE RM 2
 LH1454  PID         -  LH1454
 LH1454  STATE/COUNTY-  NE/BUFFALO
 LH1454  USGS QUAD   -  GIBBON NORTH (1962)
 LH1454
 LH1454                         *CURRENT SURVEY CONTROL
 LH1454  ___________________________________________________________________
 LH1454* NAD 83(1986)-  40 45 11.     (N)    098 49 56.     (W)     SCALED    
 LH1454* NAVD 88     -       627.110  (meters)    2057.44   (feet)  ADJUSTED  
 LH1454  ___________________________________________________________________
 LH1454  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 LH1454  DYNAMIC HT  -         626.761 (meters)    2056.30  (feet)  COMP
 LH1454  MODELED GRAV-     980,048.6   (mgal)                       NAVD 88
 LH1454
 LH1454  VERT ORDER  -  FIRST     CLASS II
 LH1454
 LH1454.The horizontal coordinates were scaled from a topographic map and have
 LH1454.an estimated accuracy of +/- 6 seconds.
 LH1454
 LH1454.The orthometric height was determined by differential leveling
 LH1454.and adjusted by the National Geodetic Survey in May 1993..
 LH1454
 LH1454.The geoid height was determined by GEOID03.
 LH1454
 LH1454.The dynamic height is computed by dividing the NAVD 88
 LH1454.geopotential number by the normal gravity value computed on the
 LH1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1454.degrees latitude (g = 980.6199 gals.).
 LH1454
 LH1454.The modeled gravity was interpolated from observed gravity values.
 LH1454
 LH1454;                    North         East    Units  Estimated Accuracy
 LH1454;SPC NE       -   102,780.      598,590.      MT  (+/- 180 meters Scaled)
 LH1454
 LH1454                          SUPERSEDED SURVEY CONTROL
 LH1454
 LH1454  NGVD 29 (02/14/92)  626.851  (m)         2056.59   (f) ADJUSTED    1 2
 LH1454
 LH1454.Superseded values are not recommended for survey control.
 LH1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1454.See file dsdata.txt to determine how the superseded data were derived.
 LH1454
 LH1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL141113(NAD 83)
 LH1454_MARKER: DR = REFERENCE MARK DISK
 LH1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1454_SP_SET: CONCRETE POST
 LH1454_STAMPING: SHELTON W. BASE NO. 2 1950
 LH1454_MARK LOGO: CGS   
 LH1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1454+STABILITY: SURFACE MOTION
 LH1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1454+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 LH1454
 LH1454  HISTORY     - Date     Condition        Report By
 LH1454  HISTORY     - 1899     MONUMENTED       CGS
 LH1454  HISTORY     - 19910924 GOOD             NGS
 LH1454
 LH1454                          STATION DESCRIPTION
 LH1454
 LH1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1454'22.2 KM (13.80 MI) EASTERLY ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 LH1454'OF STATE HIGHWAY 44 IN KEARNEY, 30.3 M (99.4 FT) NORTHEAST OF A
 LH1454'UTILITY POLE, 24.8 M (81.4 FT) NORTHWEST OF THE NEAR RAIL OF THE
 LH1454'UNION PACIFIC RAILROAD, 13.5 M (44.3 FT) WEST-NORTHWEST OF THE MOST
 LH1454'NORTHERLY OF 2 UTILITY POLES, 13.0 M (42.7 FT) SOUTHEAST OF THE
 LH1454'HIGHWAY CENTERLINE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LH1454'0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 LH1454'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1478 ***********************************************************************
 LH1478  DESIGNATION -  SHELTON WEST BASE RESET
 LH1478  PID         -  LH1478
 LH1478  STATE/COUNTY-  NE/BUFFALO
 LH1478  USGS QUAD   -  GIBBON NORTH (1962)
 LH1478
 LH1478                         *CURRENT SURVEY CONTROL
 LH1478  ___________________________________________________________________
 LH1478* NAD 83(1986)-  40 45 12.     (N)    098 49 57.     (W)     SCALED    
 LH1478* NAVD 88     -       626.674  (meters)    2056.01   (feet)  ADJUSTED  
 LH1478  ___________________________________________________________________
 LH1478  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 LH1478  DYNAMIC HT  -         626.326 (meters)    2054.87  (feet)  COMP
 LH1478  MODELED GRAV-     980,048.6   (mgal)                       NAVD 88
 LH1478
 LH1478  VERT ORDER  -  FIRST     CLASS II
 LH1478
 LH1478.The horizontal coordinates were scaled from a topographic map and have
 LH1478.an estimated accuracy of +/- 6 seconds.
 LH1478
 LH1478.The orthometric height was determined by differential leveling
 LH1478.and adjusted by the National Geodetic Survey in May 1993..
 LH1478
 LH1478.The geoid height was determined by GEOID03.
 LH1478
 LH1478.The dynamic height is computed by dividing the NAVD 88
 LH1478.geopotential number by the normal gravity value computed on the
 LH1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LH1478.degrees latitude (g = 980.6199 gals.).
 LH1478
 LH1478.The modeled gravity was interpolated from observed gravity values.
 LH1478
 LH1478;                    North         East    Units  Estimated Accuracy
 LH1478;SPC NE       -   102,810.      598,570.      MT  (+/- 180 meters Scaled)
 LH1478
 LH1478                          SUPERSEDED SURVEY CONTROL
 LH1478
 LH1478  NGVD 29 (02/14/92)  626.416  (m)         2055.17   (f) ADJUSTED    1 2
 LH1478
 LH1478.Superseded values are not recommended for survey control.
 LH1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1478.See file dsdata.txt to determine how the superseded data were derived.
 LH1478
 LH1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNL141113(NAD 83)
 LH1478_MARKER: DH = HORIZONTAL CONTROL DISK
 LH1478_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LH1478+WITH SETTING: PAVEMENT
 LH1478_SP_SET: CONCRETE BLOCK
 LH1478_STAMPING: SHELTON WEST BASE 1899 1991
 LH1478_MARK LOGO: NGS   
 LH1478_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 LH1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LH1478+STABILITY: SURFACE MOTION
 LH1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LH1478+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1991
 LH1478
 LH1478  HISTORY     - Date     Condition        Report By
 LH1478  HISTORY     - 1991     MONUMENTED       NGS
 LH1478  HISTORY     - 19911021 GOOD             NGS
 LH1478
 LH1478                          STATION DESCRIPTION
 LH1478
 LH1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LH1478'0.6 KM (0.35 MI) NORTHERLY ALONG FRONT STREET FROM THE POST OFFICE IN
 LH1478'GIBBON, THENCE 1.1 KM (0.70 MI) EASTERLY ALONG U.S. HIGHWAY 30, 30.6
 LH1478'M (100.4 FT) NORTHEAST OF A RAILROAD SIGNAL, 24.8 M (81.4 FT)
 LH1478'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.2 M (43.3 FT)
 LH1478'NORTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 4.0 M
 LH1478'(13.1 FT) EAST OF A UTILITY POLE, AND 1.0 M (3.3 FT) NORTH OF A
 LH1478'WITNESS POST.  NOTE--THE DISK IS IN A 30 BY 30 INCH CONCRETE BLOCK
 LH1478'INSCRIBED USCGS 1906.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LJ0397 ***********************************************************************
 LJ0397  DESIGNATION -  SHERIDAN
 LJ0397  PID         -  LJ0397
 LJ0397  STATE/COUNTY-  NE/FRONTIER
 LJ0397  USGS QUAD   -  STOCKVILLE (1983)
 LJ0397
 LJ0397                         *CURRENT SURVEY CONTROL
 LJ0397  ___________________________________________________________________
 LJ0397* NAD 83(1995)-  40 35 05.97900(N)    100 28 28.84762(W)     ADJUSTED  
 LJ0397* NAVD 88     -       836.     (meters)    2743.     (feet)  SCALED    
 LJ0397  ___________________________________________________________________
 LJ0397  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 LJ0397  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 LJ0397
 LJ0397  HORZ ORDER  -  THIRD
 LJ0397
 LJ0397.The horizontal coordinates were established by classical geodetic methods
 LJ0397.and adjusted by the National Geodetic Survey in August 1997..
 LJ0397
 LJ0397.The orthometric height was scaled from a topographic map.
 LJ0397
 LJ0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0397
 LJ0397.The geoid height was determined by GEOID03.
 LJ0397
 LJ0397;                    North         East     Units Scale Factor Converg.
 LJ0397;SPC NE       -    83,566.944   459,822.050   MT  0.99978663   -0 18 52.4
 LJ0397;UTM  14      - 4,493,734.120   375,200.379   MT  0.99979171   -0 57 34.3
 LJ0397
 LJ0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0397!SPC NE       -   0.99987249  x   0.99978663  =   0.99965915
 LJ0397!UTM  14      -   0.99987249  x   0.99979171  =   0.99966422
 LJ0397
 LJ0397|---------------------------------------------------------------------|
 LJ0397| PID    Reference Object                     Distance      Geod. Az  |
 LJ0397|                                                           dddmmss.s |
 LJ0397| CN9784 SHERIDAN RM 1                        18.479 METERS 00114     |
 LJ0397| LJ0402 MOOREFIELD MUNICIPAL TANK           APPROX.13.3 KM 0283712.4 |
 LJ0397| CN9785 SHERIDAN RM 2                         8.743 METERS 09312     |
 LJ0397| CN9783 SHERIDAN AZ MK                                     2713458.2 |
 LJ0397|---------------------------------------------------------------------|
 LJ0397
 LJ0397                          SUPERSEDED SURVEY CONTROL
 LJ0397
 LJ0397  NAD 83(1986)-  40 35 05.98375(N)    100 28 28.85651(W) AD(       ) 3
 LJ0397  NAD 27      -  40 35 05.95727(N)    100 28 27.32679(W) AD(       ) 3
 LJ0397
 LJ0397.Superseded values are not recommended for survey control.
 LJ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0397.See file dsdata.txt to determine how the superseded data were derived.
 LJ0397
 LJ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK7520093734(NAD 83)
 LJ0397_MARKER: DS = TRIANGULATION STATION DISK
 LJ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0397
 LJ0397  HISTORY     - Date     Condition        Report By
 LJ0397  HISTORY     - 1951     MONUMENTED       CGS
 LJ0397
 LJ0397                          STATION DESCRIPTION
 LJ0397
 LJ0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0397'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHWEST OF STOCKVILLE
 LJ0397'AND ABOUT 4.5 MILES SOUTHEAST OF CURTIS ON THE ROAD RIGHT-OF-WAY,
 LJ0397'29 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 23S, 10 FEET EAST
 LJ0397'OF A TELEPHONE POLE, 4 FEET NORTHEAST OF A WITNESS POST AND
 LJ0397'2 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LJ0397'SHERIDAN 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 LJ0397'
 LJ0397'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 31 FEET NORTH
 LJ0397'OF THE CENTER OF STATE HIGHWAY 23S AND 1 FOOT SOUTH OF AN
 LJ0397'EAST-WEST FENCE LINE.  IT IS STAMPED SHERIDAN NO 1 1951 AND
 LJ0397'PROJECTS 3 INCHES.
 LJ0397'
 LJ0397'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 29 FEET SOUTH
 LJ0397'OF THE CENTER OF STATE HIGHWAY 23S AND 2 FEET NORTH OF AN
 LJ0397'EAST-WEST FENCE LINE.  IT IS STAMPED SHERIDAN NO 2 1951 AND
 LJ0397'PROJECTS 3 INCHES.
 LJ0397'
 LJ0397'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 67.93 FEET.
 LJ0397'
 LJ0397'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 27 FEET NORTH
 LJ0397'OF THE CENTER OF STATE HIGHWAY 23S, 2 FEET EAST OF A WITNESS
 LJ0397'POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 LJ0397'SHERIDAN 1951 AND PROJECTS 5 INCHES.
 LJ0397'
 LJ0397'TO REACH THE STATION FROM THE POST OFFICE IN STOCKVILLE, GO
 LJ0397'NORTH FOR 1 BLOCK, TURN LEFT AND GO WEST AND NORTH ON STATE
 LJ0397'HIGHWAY 23S FOR 7.8 MILES TO A POINT WHERE HIGHWAY CURVES
 LJ0397'WEST AND SCHOOLHOUSE JUST NORTH, TURN LEFT AND GO WEST FOR
 LJ0397'0.2 MILE TO STATION ON LEFT AS DESCRIBED.  CONTINUE WEST ON STATE
 LJ0397'HIGHWAY 23S FOR 0.8 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LJ0397'
 LJ0397'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0578 ***********************************************************************
 NP0578  DESIGNATION -  SHERRY
 NP0578  PID         -  NP0578
 NP0578  STATE/COUNTY-  NE/CHERRY
 NP0578  USGS QUAD   -  GORDON SE (1969)
 NP0578
 NP0578                         *CURRENT SURVEY CONTROL
 NP0578  ___________________________________________________________________
 NP0578* NAD 83(1995)-  42 47 52.86351(N)    102 05 05.64162(W)     ADJUSTED  
 NP0578* NAVD 88     -      1116.     (meters)    3661.     (feet)  SCALED    
 NP0578  ___________________________________________________________________
 NP0578  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 NP0578  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 NP0578
 NP0578  HORZ ORDER  -  SECOND
 NP0578
 NP0578.The horizontal coordinates were established by classical geodetic methods
 NP0578.and adjusted by the National Geodetic Survey in August 1997..
 NP0578
 NP0578.The orthometric height was scaled from a topographic map.
 NP0578
 NP0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0578
 NP0578.The geoid height was determined by GEOID03.
 NP0578
 NP0578;                    North         East     Units Scale Factor Converg.
 NP0578;SPC NE       -   331,240.069   329,470.663   MT  0.99991364   -1 22 54.0
 NP0578;UTM  13      - 4,742,507.511   738,389.819   MT  1.00029921   +1 58 53.4
 NP0578
 NP0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0578!SPC NE       -   0.99982786  x   0.99991364  =   0.99974151
 NP0578!UTM  13      -   0.99982786  x   1.00029921  =   1.00012701
 NP0578
 NP0578|---------------------------------------------------------------------|
 NP0578| PID    Reference Object                     Distance      Geod. Az  |
 NP0578|                                                           dddmmss.s |
 NP0578| CQ4901 SHERRY RM 1                          14.783 METERS 05302     |
 NP0578| CQ4902 SHERRY RM 2                          22.086 METERS 13045     |
 NP0578| NP0580 GORDON MUNICIPAL TANK               APPROX.10.1 KM 2734059.3 |
 NP0578| CQ4900 SHERRY AZ MK                                       2984006.5 |
 NP0578|---------------------------------------------------------------------|
 NP0578
 NP0578                          SUPERSEDED SURVEY CONTROL
 NP0578
 NP0578  NAD 83(1986)-  42 47 52.85553(N)    102 05 05.64591(W) AD(       ) 2
 NP0578  NAD 27      -  42 47 52.86000(N)    102 05 04.06700(W) AD(       ) 2
 NP0578
 NP0578.Superseded values are not recommended for survey control.
 NP0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0578.See file dsdata.txt to determine how the superseded data were derived.
 NP0578
 NP0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGH3839042508(NAD 83)
 NP0578_MARKER: DS = TRIANGULATION STATION DISK
 NP0578_SETTING: 0 = UNSPECIFIED SETTING
 NP0578
 NP0578  HISTORY     - Date     Condition        Report By
 NP0578  HISTORY     - 1946     MONUMENTED       CGS
 NP0578  HISTORY     - 1968     GOOD             USGS
 NP0578
 NP0578                          STATION DESCRIPTION
 NP0578
 NP0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 NP0578'LOCATED 6.1 MILES EAST OF GORDON AND ABOUT 0.4 MILE SOUTH OF U.S.
 NP0578'HIGHWAY NO. 20 ON THE HIGHEST POINT AND THE NORTHWEST EDGE OF A
 NP0578'GRASS-COVERED SAND RIDGE WHICH RUNS IN A GENERAL
 NP0578'NORTHWESTERLY-SOUTHEASTERLY DIRECTION.  THE RIDGE IS PRECIPITOUS
 NP0578'AND SOMEWHAT ROCKY ON THE WEST SIDE.  THE STATION IS MARKED BY
 NP0578'A STANDARD DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE,
 NP0578'PROJECTS 6 INCHES AND IS STAMPED SHERRY 1946.
 NP0578'
 NP0578'REFERENCE MARK NO. 1 IS EAST OF THE STATION, ABOUT 4 FEET
 NP0578'LOWER AND IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH IRON
 NP0578'PIPE.  IT PROJECTS 14 INCHES AND IS STAMPED SHERRY NO 1 1946.
 NP0578'
 NP0578'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, ABOUT 3 FEET
 NP0578'LOWER AND IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH IRON
 NP0578'PIPE.  IT PROJECTS 12 INCHES AND IS STAMPED SHERRY NO 2 1946.
 NP0578'
 NP0578'THE AZIMUTH MARK IS NORTHWEST OF THE STATION ON THE SOUTH SIDE
 NP0578'OF U.S. HIGHWAY NO. 20.  IT IS 35 FEET SOUTH OF THE CENTER OF THE
 NP0578'HIGHWAY, 0.2 MILE WEST OF A GATE, 1-1/2 FEET NORTH OF A WIRE
 NP0578'FENCE AND ONE FOOT SOUTH OF A 4 X 4-INCH WITNESS POST.  THE MARK
 NP0578'IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE,
 NP0578'PROJECTS 10 INCHES AND IS STAMPED SHERRY 1946.
 NP0578'
 NP0578'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 20
 NP0578'WITH STATE HIGHWAY NO. 27 IN GORDON--GO EAST ON HIGHWAY 20 FOR 6.1
 NP0578'MILES TO A WIRE GATE ON THE RIGHT (JUST BEYOND A LARGE SIGNBOARD
 NP0578'ADVERTISING WESTON SUPER SERVICE WHICH IS ON THE NORTH SIDE OF
 NP0578'THE HIGHWAY).  PASS THROUGH GATE AND GO SOUTH ON TRACK ROAD
 NP0578'FOR 0.1 MILE.  THENCE LEAVE ROAD AND GO SOUTHEASTERLY UP STEEP
 NP0578'SLOPE TO SADDLE, THEN SHARP RIGHT TO HIGHEST POINT AND STATION.
 NP0578'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE GATE MENTIONED ABOVE.
 NP0578
 NP0578                          STATION RECOVERY (1968)
 NP0578
 NP0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (RRB)
 NP0578'STATION, AZIMUTH MARK, AND REFERENCE MARKS RECOVERED AS
 NP0578'DESCRIBED IN GOOD CONDITION.
 NP0578'
 NP0578'PRESENT DESCRIPTION ADEQUATE.
 NP0578'
 NP0578'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1165 ***********************************************************************
 LG1165  DESIGNATION -  SHESTAK
 LG1165  PID         -  LG1165
 LG1165  STATE/COUNTY-  NE/SALINE
 LG1165  USGS QUAD   -  CRETE SOUTH (1964)
 LG1165
 LG1165                         *CURRENT SURVEY CONTROL
 LG1165  ___________________________________________________________________
 LG1165* NAD 83(1995)-  40 34 03.23168(N)    096 57 47.60843(W)     ADJUSTED  
 LG1165* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 LG1165  ___________________________________________________________________
 LG1165  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 LG1165  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 LG1165
 LG1165  HORZ ORDER  -  THIRD
 LG1165
 LG1165.The horizontal coordinates were established by classical geodetic methods
 LG1165.and adjusted by the National Geodetic Survey in August 1997..
 LG1165
 LG1165.The orthometric height was scaled from a topographic map.
 LG1165
 LG1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1165
 LG1165.The geoid height was determined by GEOID03.
 LG1165
 LG1165;                    North         East     Units Scale Factor Converg.
 LG1165;SPC NE       -    86,036.440   757,055.749   MT  0.99979151   +2 00 44.9
 LG1165;UTM  14      - 4,492,747.885   672,416.245   MT  0.99996592   +1 19 29.8
 LG1165
 LG1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1165!SPC NE       -   0.99994030  x   0.99979151  =   0.99973182
 LG1165!UTM  14      -   0.99994030  x   0.99996592  =   0.99990622
 LG1165
 LG1165:                Primary Azimuth Mark                     Grid Az
 LG1165:SPC NE       -  CRETE MILLS WATER TANK                   358 01 12.5
 LG1165:UTM  14      -  CRETE MILLS WATER TANK                   358 42 27.6
 LG1165
 LG1165|---------------------------------------------------------------------|
 LG1165| PID    Reference Object                     Distance      Geod. Az  |
 LG1165|                                                           dddmmss.s |
 LG1165| LG1169 CRETE MILLS WATER TANK              APPROX. 6.5 KM 0000157.4 |
 LG1165| LG1487 SHESTAK AZ MK                       436.688 METERS 1391856.8 |
 LG1165| LG1490 SHESTAK RM 3                         11.759 METERS 15844     |
 LG1165| LG1488 SHESTAK RM 1                         19.353 METERS 19628     |
 LG1165| LG1491 SHESTAK RM 4                         21.551 METERS 21653     |
 LG1165| LG1489 SHESTAK RM 2                         21.812 METERS 33039     |
 LG1165|---------------------------------------------------------------------|
 LG1165
 LG1165                          SUPERSEDED SURVEY CONTROL
 LG1165
 LG1165  NAD 83(1986)-  40 34 03.23951(N)    096 57 47.60787(W) AD(       ) 3
 LG1165  NAD 27      -  40 34 03.23000(N)    096 57 46.49300(W) AD(       ) 3
 LG1165
 LG1165.Superseded values are not recommended for survey control.
 LG1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1165.See file dsdata.txt to determine how the superseded data were derived.
 LG1165
 LG1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7241692748(NAD 83)
 LG1165_MARKER: DS = TRIANGULATION STATION DISK
 LG1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1165_SP_SET: CONCRETE POST
 LG1165_STAMPING: SHESTAK 1947
 LG1165_MARK LOGO: CGS   
 LG1165_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LG1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1165+STABILITY: SURFACE MOTION
 LG1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG1165+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1980
 LG1165
 LG1165  HISTORY     - Date     Condition        Report By
 LG1165  HISTORY     - 1947     MONUMENTED       CGS
 LG1165  HISTORY     - 1947     GOOD             CGS
 LG1165  HISTORY     - 1962     GOOD             CGS
 LG1165  HISTORY     - 1980     GOOD             NGS
 LG1165  HISTORY     - 19801107 GOOD             NGS
 LG1165
 LG1165                          STATION DESCRIPTION
 LG1165
 LG1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1165'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF CRETE AND 6.0
 LG1165'MILES NORTH-NORTHWEST OF WILBER ON THE RIGHT-OF-WAY OF THE
 LG1165'C. B. AND. Q. RAILROAD AT SHESTAK SIDING AND GRAIN ELEVATOR.  IT
 LG1165'IS 115 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 33 FEET
 LG1165'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD LEADING UP TO GRAIN
 LG1165'ELEVATOR AND 56 FEET SOUTHEAST OF THE WATER PUMP.  IT IS STAMPED
 LG1165'SHESTAK 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG1165'
 LG1165'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, 52 FEET
 LG1165'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 20 FEET EAST OF THE
 LG1165'NORTH-SOUTH ROAD LEADING TO GRAIN ELEVATOR.  IT IS STAMPED
 LG1165'SHESTAK NO 1 1947 AND PROJECTS 6 INCHES.
 LG1165'
 LG1165'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 25 FEET
 LG1165'SOUTHEAST OF THE SOUTHEAST CORNER OF THE GRAIN ELEVATOR AND
 LG1165'30 FEET NORTHEAST OF THE WATER PUMP.  IT IS STAMPED SHESTAK NO
 LG1165'2 1947 AND PROJECTS 4 INCHES.
 LG1165'
 LG1165'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHEAST OF THE STATION,
 LG1165'45 FEET WEST OF THE CENTER OF STATE ROUTE NO 82, 2 FEET NORTH
 LG1165'OF TELEPHONE POLE AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT
 LG1165'IS STAMPED SHESTAK 1947 AND PROJECTS 6 INCHES.
 LG1165'
 LG1165'TO REACH THE STATION FROM THE RAILROAD STATION IN WILBER, GO
 LG1165'NORTH ON STATE ROUTE NO 82 FOR 5.8 MILES TO THE AZIMUTH MARK
 LG1165'ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON STATE ROUTE 82
 LG1165'FOR 0.2 MILE TO CROSSROADS WHERE POWER LINE CROSSES HIGHWAY, TURN
 LG1165'LEFT AND GO WEST FOR 0.2 MILE TO GRAIN ELEVATOR AND STATION ON
 LG1165'THE RIGHT AS DESCRIBED.
 LG1165'
 LG1165'A 74 FOOT SIGNAL AT STATION CRETE IS VISIBLE FROM THE GROUND
 LG1165'
 LG1165'A 4 FOOT SIGNAL AT STATION SALINE IS VISIBLE AT 37 FEET
 LG1165'
 LG1165'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG1165
 LG1165                          STATION RECOVERY (1947)
 LG1165
 LG1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LG1165'RECOVERED IN GOOD CONDITION.
 LG1165
 LG1165                          STATION RECOVERY (1962)
 LG1165
 LG1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LG1165'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG1165'FOUND IN GOOD CONDITION AFTER A LENGTHY SEARCH.  STATE HIGHWAY
 LG1165'82 IS BEING REROUTED AND THE ELEVATOR IS NOT BEING USED, SO
 LG1165'SEVERAL ADDITIONAL REFERENCE MEASUREMENTS WERE MADE AND A
 LG1165'COMPLETE DESCRIPTION FOLLOWS.
 LG1165'
 LG1165'STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF WILBER
 LG1165'AND 4 MILES SOUTH OF CRETE ON THE RIGHT-OF-WAY OF THE CHICAGO,
 LG1165'BURLINGTON AND QUINCY RAILROAD AT THE SHESTAK SIDING AND GRAIN
 LG1165'ELEVATOR (ABANDONED), ABOUT 100 YARDS EAST OF THE NEW STATE
 LG1165'HIGHWAY 82, 164 FEET NORTHEAST OF THE CENTER OF AN EAST-WEST
 LG1165'ROAD CROSSING THE MAIN TRACK, 120 FEET EAST OF THE CENTER OF
 LG1165'MAIN TRACK, 95 FEET EAST OF THE CENTER OF SIDETRACK, 115 FEET
 LG1165'NORTH OF THE CENTER OF EAST-WEST ROAD, 65 FEET NORTHEAST OF A
 LG1165'TELEGRAPH POLE, 56 FEET SOUTHEAST OF AN ABANDONED WELL PUMP,
 LG1165'33 FEET EAST OF THE CENTER OF TRACK ROAD LEADING TO ABANDONED
 LG1165'ELEVATOR, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST
 LG1165'WITH SIGN.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 LG1165'GROUND AND THE DISK IS STAMPED SHESTAK 1947.  DESCRIBED IN
 LG1165'
 LG1165'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41
 LG1165'AND 82 IN WILBER, GO NORTH ON NEW STATE HIGHWAY 82 FOR 6.0 MILES
 LG1165'TO CROSSROADS AND THE SHESTAK SIDING ON THE RIGHT.  TURN RIGHT
 LG1165'ACROSS THE TRACKS TO THE STATION ON THE NORTH SIDE OF GRAVEL
 LG1165'ROAD AS DESCRIBED.
 LG1165'
 LG1165'REFERENCE MARK NO. 1 IS 63.49 FEET SOUTH-SOUTHWEST OF THE
 LG1165'STATION, 99 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 77
 LG1165'FEET EAST OF THE CENTER OF SIDETRACK, 55 FEET NORTH OF THE
 LG1165'CENTER OF EAST-WEST ROAD, 40 FEET EAST-SOUTHEAST OF TELEGRAPH
 LG1165'POLE, AND 20 FEET EAST OF TRACK ROAD LEADING TO ABANDONED
 LG1165'ELEVATOR.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LG1165'SHESTAK NO 1 1947.
 LG1165'
 LG1165'REFERENCE MARK NO. 2 IS 71.56 FEET NORTHWEST OF THE STATION,
 LG1165'23 FEET NORTH-NORTHEAST OF WELL PUMP, 14 FEET EAST OF THE
 LG1165'EAST CONCRETE WALL FOR ELEVATOR DRIVEWAY, 10 FEET SOUTHEAST OF
 LG1165'THE SOUTHEAST CORNER OF SCALE HOUSE FOR ELEVATOR, AND 2 FEET
 LG1165'EAST OF CONCRETE STEP PLATFORM.  THE MARK PROJECTS 2 INCHES
 LG1165'AND THE DISK IS STAMPED SHESTAK NO 2 1947.
 LG1165'
 LG1165'AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION, 45 FEET WEST
 LG1165'OF THE CENTERLINE OF OLD STATE HIGHWAY 82, 2 FEET NORTH OF
 LG1165'TELEPHONE POLE, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.
 LG1165'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED SHESTAK 1947.
 LG1165'
 LG1165'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 LG1165'GRAVEL ROAD FOR 0.2 MILE TO A ASPHALT ROAD WHICH WAS OLD STATE
 LG1165'HIGHWAY 82.  TURN RIGHT AND GO SOUTH ON ASPHALT ROAD FOR 0.15
 LG1165'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LG1165
 LG1165                          STATION RECOVERY (1980)
 LG1165
 LG1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LG1165'THE SURFACE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 LG1165'CONDITION BUT THE REFERENCE MARKS WERE FOUND DESTROYED.  REFERENCE
 LG1165'MARKS 3 AND 4 WERE ESTABLISHED AND AN ELECTRONIC TRAVERSE TIE WAS
 LG1165'MADE TO THE AZIMUTH MARK.  THE SURFACE MARK IS NOW 15 INCHES BELOW THE
 LG1165'GROUND SURFACE.  DUE TO THESE AND OTHER CHANGES A NEW AND COMPLETE
 LG1165'DESCRIPTION FOLLOWS.
 LG1165'
 LG1165'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF WILBUR, 4
 LG1165'MILES SOUTH OF CRETE, 0.05 MILE EAST OF STATE HIGHWAY 103, AT A
 LG1165'RAILROAD CROSSING OF A COUNTY ROAD AND ON THE EAST RIGHT-OF-WAY OF THE
 LG1165'RAILROAD AT THE SITE OF AN OLD GRAIN ELEVATOR RUINS.
 LG1165'
 LG1165'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 103,
 LG1165'1 MILE WEST OF CRETE, GO SOUTH ON HIGHWAY 103 FOR 4.25 MILES TO A
 LG1165'GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR
 LG1165'0.05 MILE TO THE STATION ON THE LEFT.
 LG1165'
 LG1165'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 LG1165'ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.2
 LG1165'MILE TO THE MARK ON THE RIGHT.
 LG1165'
 LG1165'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED---SHESTAK
 LG1165'1947---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 15 INCHES
 LG1165'BELOW THE GROUND SURFACE.  IT IS 120.0 FEET EAST OF THE CENTERLINE OF
 LG1165'THE MAIN RAILROAD TRACK, 115.0 FEET NORTH OF THE CENTERLINE OF THE
 LG1165'ROAD, 95.0 FEET EAST OF THE CENTERLINE OF A SIDE RAILROAD TRACK, 65.5
 LG1165'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE OLD ELEVATOR FOUNDATION,
 LG1165'41.0 FEET NORTHEAST OF A TELEPHONE LINE POLE AND 1.0 FOOT SOUTH OF A
 LG1165'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.  REBAR WAS
 LG1165'DRIVEN ALONGSIDE THE UPPER MARK.
 LG1165'
 LG1165'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---SHESLAK 1947 NO 3
 LG1165'1980--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 4
 LG1165'INCHES.  IT IS 102.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE OLD
 LG1165'ELEVATOR FOUNDATION, 61.0 FEET NORTH OF THE CENTERLINE OF THE ROAD
 LG1165'AND 7.5 FEET WEST OF THE TELEPHONE LINE POLE.  REBAR WAS PLACED IN THE
 LG1165'MARK.
 LG1165'
 LG1165'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---SHESLAK 1947 NO 4
 LG1165'1980--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 4
 LG1165'INCHES.  IT IS 101.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE OLD
 LG1165'ELEVATOR FOUNDATION, 67.8 FEET WEST-SOUTHWEST OF THE TELEPHONE LINE
 LG1165'POLE, 58.5 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 53.5 FEET EAST
 LG1165'OF THE SIDE TRACK.  REBAR WAS PLACED IN THE MARK.
 LG1165'
 LG1165'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---SHESLAK 1947--- SET IN
 LG1165'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 47.0 FEET
 LG1165'WEST OF THE CENTERLINE OF THE ROAD, 2.0 FEET NORTH OF A TELEPHONE LINE
 LG1165'POLE AND 1.0 FOOT SOUTH OF A WITNESS POST.  REBAR WAS DRIVEN ALONG
 LG1165'SIDE OF THE MARK.
 LG1165
 LG1165                          STATION RECOVERY (1980)
 LG1165
 LG1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LG1165'THE SURFACE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 LG1165'CONDITION.  RM 1 AND RM 2 WERE FOUND DESTROYED.  TWO NEW REFERENCE
 LG1165'MARKS WERE ESTABLISHED AND THE AZIMUTH MARK WAS POSITIONED.  A NEW
 LG1165'DESCRIPTION FOLLOWS.
 LG1165'THE STATION IS ABOUT 6 MI (9.7 KM) NORTH-NORTHWEST FROM WILBUR, 4.0 MI
 LG1165'(6.4 KM) SOUTH FROM CRETE, 0.05 MI (0.08 KM) EAST FROM STATE HIGHWAY
 LG1165'103, AT A RAILROAD CROSSING OF A COUNTY ROAD, ON THE EAST
 LG1165'RIGHT-OF-WAY OF THE RAILROAD AND AT THE SITE OF AN OLD GRAIN ELEVATOR
 LG1165'RUINS.
 LG1165'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 103, 1.0 MI
 LG1165'(1.6 KM) WEST FROM CRETE, GO SOUTH ON HIGHWAY 103 FOR 4.25 MI
 LG1165'(6.84 KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE
 LG1165'GRAVELED ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 LG1165'THE SURFACE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS
 LG1165'RECESSED 15 IN BELOW THE GROUND SURFACE.  IT IS 120 FT (36.6 M) EAST
 LG1165'FROM THE CENTERLINE OF THE MAIN TRACKS, 115.0 FT (35.1 M) NORTH FROM
 LG1165'THE CENTERLINE OF THE ROAD, 95.0 FT (29.0 M) EAST FROM THE CENTERLINE
 LG1165'OF A SIDE TRACK, 65.5 FT (20.0 M) SOUTHEAST OF THE SOUTHEAST CORNER
 LG1165'OF THE OLD ELEVATOR FOUNDATION, 41.0 FT (12.5 M) NORTHEAST FROM A
 LG1165'TELEPHONE LINE POLE AND 1.0 FT (0.3 M) SOUTH FROM A WITNESS POST.
 LG1165'THE UNDERGROUND MARK WAS NOT INSPECTED.  REBAR WAS DRIVEN ALONG SIDE
 LG1165'THE SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1487 ***********************************************************************
 LG1487  DESIGNATION -  SHESTAK AZ MK
 LG1487  PID         -  LG1487
 LG1487  STATE/COUNTY-  NE/SALINE
 LG1487  USGS QUAD   -  CRETE SOUTH (1964)
 LG1487
 LG1487                         *CURRENT SURVEY CONTROL
 LG1487  ___________________________________________________________________
 LG1487* NAD 83(1995)-  40 33 52.49602(N)    096 57 35.50708(W)     ADJUSTED  
 LG1487* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 LG1487  ___________________________________________________________________
 LG1487  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 LG1487  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 LG1487
 LG1487  HORZ ORDER  -  THIRD
 LG1487
 LG1487.The horizontal coordinates were established by classical geodetic methods
 LG1487.and adjusted by the National Geodetic Survey in August 1997..
 LG1487
 LG1487.The orthometric height was scaled from a topographic map.
 LG1487
 LG1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1487
 LG1487.The geoid height was determined by GEOID03.
 LG1487
 LG1487;                    North         East     Units Scale Factor Converg.
 LG1487;SPC NE       -    85,715.561   757,351.813   MT  0.99979235   +2 00 52.9
 LG1487;UTM  14      - 4,492,423.420   672,708.488   MT  0.99996717   +1 19 37.3
 LG1487
 LG1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1487!SPC NE       -   0.99994034  x   0.99979235  =   0.99973270
 LG1487!UTM  14      -   0.99994034  x   0.99996717  =   0.99990751
 LG1487
 LG1487                          SUPERSEDED SURVEY CONTROL
 LG1487
 LG1487  NAD 83(1986)-  40 33 52.50387(N)    096 57 35.50650(W) AD(       ) 3
 LG1487
 LG1487.Superseded values are not recommended for survey control.
 LG1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1487.See file dsdata.txt to determine how the superseded data were derived.
 LG1487
 LG1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK7270892423(NAD 83)
 LG1487_MARKER: DZ = AZIMUTH MARK DISK
 LG1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1487_SP_SET: CONCRETE POST
 LG1487_STAMPING: SHESTAK 1947
 LG1487_MARK LOGO: CGS   
 LG1487_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LG1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG1487+STABILITY: SURFACE MOTION
 LG1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LG1487+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1981
 LG1487
 LG1487  HISTORY     - Date     Condition        Report By
 LG1487  HISTORY     - 1947     MONUMENTED       CGS
 LG1487  HISTORY     - 19801107 GOOD             NGS
 LG1487  HISTORY     - 19810619 GOOD             NGS
 LG1487
 LG1487                          STATION DESCRIPTION
 LG1487
 LG1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LG1487'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTH-NORTHWEST FROM
 LG1487'WILBUR, 4.25 MI (6.84 KM) SOUTH FROM CRETE, 0.25 MI (0.40 KM) EAST
 LG1487'FROM STATE HIGHWAY 103 AND ON THE WEST RIGHT-OF-WAY OF A GRAVELED
 LG1487'COUNTY ROAD.
 LG1487'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 103, 1.0 MI
 LG1487'(1.6 KM) WEST FROM CRETE, GO SOUTH ON HIGHWAY 103 FOR 4.25 MI
 LG1487'(6.84 KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE
 LG1487'GRAVELED ROAD FOR 0.25 MI (0.40 KM) TO A CROSSROAD.  TURN RIGHT AND
 LG1487'GO SOUTH ON A GRAVELED ROAD FOR 0.2 MI (0.3 KM) TO THE MARK ON THE
 LG1487'RIGHT.
 LG1487'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 LG1487'WITH THE GROUND SURFACE.  IT IS 47.0 FT (14.3 M) WEST FROM THE
 LG1487'CENTERLINE OF THE ROAD, 2.0 FT (0.6 M) NORTH FROM A TELEPHONE LINE
 LG1487'POLE AND 1.0 FT (0.3 M) SOUTH FROM A WITNESS POST.  REBAR WAS DRIVEN
 LG1487'ALONG SIDE THE MARK.
 LG1487
 LG1487                          STATION RECOVERY (1981)
 LG1487
 LG1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LG1487'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTH-NORTHWEST FROM
 LG1487'WILBUR, 4.25 MI (6.84 KM) SOUTH FROM CRETE, 0.25 MI (0.40 KM) EAST
 LG1487'FROM STATE HIGHWAY 103 AND ON THE WEST RIGHT-OF-WAY OF A GRAVELED
 LG1487'COUNTY ROAD. TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 103,
 LG1487'1.0 MI (1.6 KM) WEST FROM CRETE, GO SOUTH ON HIGHWAY 103 FOR 4.25 MI
 LG1487'(6.84 KM) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE
 LG1487'GRAVELED ROAD FOR 0.25 MI (0.40 KM) TO A CROSSROAD.  TURN RIGHT AND GO
 LG1487'SOUTH ON A GRAVELED ROAD FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT.
 LG1487'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 LG1487'WITH THE GROUND SURFACE.  IT IS 47.0 FT (14.3 M) WEST FROM THE
 LG1487'CENTERLINE OF THE ROAD, 2.0 FT (0.6 M) NORTH FROM A TELEPHONE LINE
 LG1487'POLE AND 1.0 FT (0.3 M) SOUTH FROM A WITNESS POST.  REBAR WAS DRIVEN
 LG1487'ALONG SIDE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0860 ***********************************************************************
 LG0860  DESIGNATION -  SHICKLEY
 LG0860  PID         -  LG0860
 LG0860  STATE/COUNTY-  NE/FILLMORE
 LG0860  USGS QUAD   -  SHICKLEY (1969)
 LG0860
 LG0860                         *CURRENT SURVEY CONTROL
 LG0860  ___________________________________________________________________
 LG0860* NAD 83(1995)-  40 27 59.45486(N)    097 42 38.40828(W)     ADJUSTED  
 LG0860* NAVD 88     -       516.     (meters)    1693.     (feet)  SCALED    
 LG0860  ___________________________________________________________________
 LG0860  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 LG0860  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 LG0860
 LG0860  HORZ ORDER  -  THIRD
 LG0860
 LG0860.The horizontal coordinates were established by classical geodetic methods
 LG0860.and adjusted by the National Geodetic Survey in August 1997..
 LG0860
 LG0860.The orthometric height was scaled from a topographic map.
 LG0860
 LG0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0860
 LG0860.The geoid height was determined by GEOID03.
 LG0860
 LG0860;                    North         East     Units Scale Factor Converg.
 LG0860;SPC NE       -    72,872.709   694,100.605   MT  0.99982160   +1 31 01.7
 LG0860;UTM  14      - 4,480,336.195   609,305.765   MT  0.99974707   +0 50 12.7
 LG0860
 LG0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0860!SPC NE       -   0.99992321  x   0.99982160  =   0.99974482
 LG0860!UTM  14      -   0.99992321  x   0.99974707  =   0.99967030
 LG0860
 LG0860:                Primary Azimuth Mark                     Grid Az
 LG0860:SPC NE       -  SHICKLEY AZ MK                           005 57 50.1
 LG0860:UTM  14      -  SHICKLEY AZ MK                           006 38 39.1
 LG0860
 LG0860|---------------------------------------------------------------------|
 LG0860| PID    Reference Object                     Distance      Geod. Az  |
 LG0860|                                                           dddmmss.s |
 LG0860| CN9789 SHICKLEY AZ MK                                     0072851.8 |
 LG0860| CN9791 SHICKLEY RM 2                        15.580 METERS 09247     |
 LG0860| LG0859 SHICKLEY MUNICIPAL TANK             APPROX. 5.5 KM 1913602.5 |
 LG0860| LG0858 SHICKLEY ZION EVAN LUTH CH          APPROX. 5.5 KM 1950619.4 |
 LG0860| CN9790 SHICKLEY RM 1                        12.980 METERS 35825     |
 LG0860|---------------------------------------------------------------------|
 LG0860
 LG0860                          SUPERSEDED SURVEY CONTROL
 LG0860
 LG0860  NAD 83(1986)-  40 27 59.46212(N)    097 42 38.40995(W) AD(       ) 3
 LG0860  NAD 27      -  40 27 59.42800(N)    097 42 37.22300(W) AD(       ) 3
 LG0860
 LG0860.Superseded values are not recommended for survey control.
 LG0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0860.See file dsdata.txt to determine how the superseded data were derived.
 LG0860
 LG0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0930680336(NAD 83)
 LG0860_MARKER: DS = TRIANGULATION STATION DISK
 LG0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0860
 LG0860  HISTORY     - Date     Condition        Report By
 LG0860  HISTORY     - 1950     MONUMENTED       CGS
 LG0860  HISTORY     - 1963     MARK NOT FOUND   CGS
 LG0860
 LG0860                          STATION DESCRIPTION
 LG0860
 LG0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0860'THE STATION IS LOCATED ABOUT 6 MILES WEST AND 4 MILES SOUTH
 LG0860'OF GENEVA, AND 3-1/2 MILES NORTHEAST OF SHICKLEY.  IT IS IN THE
 LG0860'SOUTHWEST CORNER OF A CEMETERY, 34 FEET NORTH OF THE APPROXIMATE
 LG0860'CENTERLINE OF A GRAVEL ROAD, 20 FEET WEST OF THE APPROXIMATE
 LG0860'CENTERLINE OF THE CEMETERY DRIVEWAY AND 4 FEET NORTHEAST OF A T
 LG0860'FENCE CORNER.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 LG0860'GROUND AND THE DISK IS STAMPED SHICKLEY 1950.
 LG0860'
 LG0860'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF A NORTH-SOUTH FENCE
 LG0860'ALONG THE WEST SIDE OF THE CEMETERY.  THE MARK PROJECTS 2 INCHES
 LG0860'AND THE DISK IS STAMPED SHICKLEY NO 1 1950.
 LG0860'
 LG0860'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE APPROXIMATE
 LG0860'CENTERLINE OF THE ROAD, 27 FEET EAST OF THE APPROXIMATE CENTERLINE
 LG0860'OF THE DRIVEWAY AND 1 FOOT NORTH OF AN EAST-WEST FENCE ALONG
 LG0860'THE SOUTH SIDE OF THE CEMETERY.  THE MARK PROJECTS 2 INCHES AND
 LG0860'THE DISK IS STAMPED SHICKLEY NO 2 1950.
 LG0860'
 LG0860'THE AZIMUTH MARK IS 27 FEET EAST OF THE APPROXIMATE CENTERLINE
 LG0860'OF A SECTION LINE ROAD, 2 FEET WEST OF A FENCE AND 1-1/2 FEET
 LG0860'SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 LG0860'DISK IS STAMPED SHICKLEY 1950.
 LG0860'
 LG0860'TO REACH THE STATION FROM THE POST OFFICE IN GENEVA, GO WEST
 LG0860'1 BLOCK, TURN SOUTH AND GO 3 BLOCKS TO STATE HIGHWAY 41.  TURN
 LG0860'RIGHT ON THE HIGHWAY AND GO WEST FOR 4 MILES TO A CROSSROAD.
 LG0860'TURN LEFT AND GO SOUTH FOR 4.0 MILES TO ANOTHER CROSSROAD.  TURN
 LG0860'RIGHT AND GO WEST FOR 2.0 MILES TO A CROSSROAD AND A CEMETERY
 LG0860'IN THE NORTHWEST CORNER.  THE STATION IS IN THE SOUTHWEST CORNER
 LG0860'OF THE CEMETERY AS DESCRIBED.
 LG0860'
 LG0860'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.05
 LG0860'MILE TO THE CROSSROAD, TURN LEFT AND GO NORTH FOR 0.4 MILE TO THE
 LG0860'MARK ON THE RIGHT AS DESCRIBED.
 LG0860'
 LG0860'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LG0860
 LG0860                          STATION RECOVERY (1963)
 LG0860
 LG0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0860'STATION AND THE REFERENCE MARKS WERE NOT FOUND FOLLOWING A BRIEF
 LG0860'SEARCH.  MONUMENTS POSSIBLE DESTROYED DURING ROAD CONSTRUCTION IN
 LG0860'THE AREA.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 LG0860'
 LG0860'THE ROUTE DESCRIPTION WAS ADEQUATE TO THE CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0859 ***********************************************************************
 LG0859  DESIGNATION -  SHICKLEY MUNICIPAL TANK
 LG0859  PID         -  LG0859
 LG0859  STATE/COUNTY-  NE/FILLMORE
 LG0859  USGS QUAD   -  SHICKLEY (1969)
 LG0859
 LG0859                         *CURRENT SURVEY CONTROL
 LG0859  ___________________________________________________________________
 LG0859* NAD 83(1995)-  40 25 04.59523(N)    097 43 25.37266(W)     ADJUSTED  
 LG0859* NAVD 88     -                                                        
 LG0859  ___________________________________________________________________
 LG0859  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 LG0859  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 LG0859
 LG0859  HORZ ORDER  -  THIRD
 LG0859
 LG0859.The horizontal coordinates were established by classical geodetic methods
 LG0859.and adjusted by the National Geodetic Survey in August 1997..
 LG0859
 LG0859
 LG0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0859
 LG0859.The geoid height was determined by GEOID03.
 LG0859
 LG0859;                    North         East     Units Scale Factor Converg.
 LG0859;SPC NE       -    67,452.694   693,136.749   MT  0.99983715   +1 30 30.6
 LG0859;UTM  14      - 4,474,928.463   608,277.683   MT  0.99974432   +0 49 39.3
 LG0859
 LG0859                          SUPERSEDED SURVEY CONTROL
 LG0859
 LG0859  NAD 83(1986)-  40 25 04.60209(N)    097 43 25.37366(W) AD(       ) 4
 LG0859  NAD 27      -  40 25 04.55000(N)    097 43 24.19300(W) AD(       ) 3
 LG0859
 LG0859.Superseded values are not recommended for survey control.
 LG0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0859.See file dsdata.txt to determine how the superseded data were derived.
 LG0859
 LG0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0827874928(NAD 83)
 LG0859_MARKER: 53 = ELEVATED TANK
 LG0859
 LG0859  HISTORY     - Date     Condition        Report By
 LG0859  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0859  HISTORY     - 1963     GOOD             CGS
 LG0859
 LG0859                          STATION DESCRIPTION
 LG0859
 LG0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0859'THIS STATION IS LOCATED 1 BLOCK NORTH OF THE POST OFFICE IN THE
 LG0859'TOWN OF SHICKLEY.  IT IS A 4 LEGGED STEEL STRUCTURE, 35 FEET
 LG0859'SQUARE AT THE BASE, ABOUT 90 FEET HIGH, AND IS SILVER IN COLOR.
 LG0859'THERE IS A LIGHT ON THE TOP AND THE NAME SHICKLEY IS PAINTED
 LG0859'ON THE SIDE OF THE TANK.
 LG0859'
 LG0859'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 LG0859
 LG0859                          STATION RECOVERY (1963)
 LG0859
 LG0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LG0859'THE WATER TANK WAS OBSERVED, AND WAS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0858 ***********************************************************************
 LG0858  DESIGNATION -  SHICKLEY ZION EVAN LUTH CH
 LG0858  PID         -  LG0858
 LG0858  STATE/COUNTY-  NE/FILLMORE
 LG0858  USGS QUAD   -  SHICKLEY (1969)
 LG0858
 LG0858                         *CURRENT SURVEY CONTROL
 LG0858  ___________________________________________________________________
 LG0858* NAD 83(1995)-  40 25 06.29462(N)    097 43 39.56016(W)     ADJUSTED  
 LG0858* NAVD 88     -                                                        
 LG0858  ___________________________________________________________________
 LG0858  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 LG0858  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 LG0858
 LG0858  HORZ ORDER  -  THIRD
 LG0858
 LG0858.The horizontal coordinates were established by classical geodetic methods
 LG0858.and adjusted by the National Geodetic Survey in August 1997..
 LG0858
 LG0858
 LG0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0858
 LG0858.The geoid height was determined by GEOID03.
 LG0858
 LG0858;                    North         East     Units Scale Factor Converg.
 LG0858;SPC NE       -    67,496.289   692,801.068   MT  0.99983699   +1 30 21.2
 LG0858;UTM  14      - 4,474,976.040   607,942.575   MT  0.99974342   +0 49 30.1
 LG0858
 LG0858                          SUPERSEDED SURVEY CONTROL
 LG0858
 LG0858  NAD 83(1986)-  40 25 06.30265(N)    097 43 39.56114(W) AD(       ) 4
 LG0858  NAD 27      -  40 25 06.24000(N)    097 43 38.38000(W) AD(       ) 3
 LG0858
 LG0858.Superseded values are not recommended for survey control.
 LG0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0858.See file dsdata.txt to determine how the superseded data were derived.
 LG0858
 LG0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0794374976(NAD 83)
 LG0858
 LG0858  HISTORY     - Date     Condition        Report By
 LG0858  HISTORY     - 1950     FIRST OBSERVED   CGS
 LG0858
 LG0858                          STATION DESCRIPTION
 LG0858
 LG0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 LG0858'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE SMALL TOWN
 LG0858'OF SHICKLEY.  THE CHURCH IS BUILT OF RED BRICK WITH A WOODEN
 LG0858'STEEPLE.  THE STEEPLE IS ABOUT 60 FOOT HIGH WITH A CROSS ON TOP.
 LG0858'
 LG0858'TO REACH THE STATION FROM THE POST OFFICE IN SHICKLEY, GO
 LG0858'NORTH ON THE MAIN STREET FOR 0.1 MILE TO A CROSS STREETS.
 LG0858'TURN LEFT (WEST) FOR 0.25 MILE TO STATION ON LEFT.
 LG0858'
 LG0858'THE POINT INTERSECTED WAS THE CROSS ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0720 ***********************************************************************
 NP0720  DESIGNATION -  SHIMEK
 NP0720  PID         -  NP0720
 NP0720  STATE/COUNTY-  NE/BOX BUTTE
 NP0720  USGS QUAD   -  MARSLAND SE (1983)
 NP0720
 NP0720                         *CURRENT SURVEY CONTROL
 NP0720  ___________________________________________________________________
 NP0720* NAD 83(1995)-  42 22 14.62581(N)    103 21 32.00975(W)     ADJUSTED  
 NP0720* NAVD 88     -      1395.     (meters)    4577.     (feet)  SCALED    
 NP0720  ___________________________________________________________________
 NP0720  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 NP0720  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 NP0720
 NP0720  HORZ ORDER  -  FIRST
 NP0720
 NP0720.The horizontal coordinates were established by classical geodetic methods
 NP0720.and adjusted by the National Geodetic Survey in August 1997..
 NP0720
 NP0720.The orthometric height was scaled from a topographic map.
 NP0720
 NP0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0720
 NP0720.The geoid height was determined by GEOID03.
 NP0720
 NP0720;                    North         East     Units Scale Factor Converg.
 NP0720;SPC NE       -   287,098.662   223,466.904   MT  0.99977258   -2 13 33.3
 NP0720;UTM  13      - 4,692,243.547   635,122.674   MT  0.99982465   +1 06 22.1
 NP0720
 NP0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0720!SPC NE       -   0.99978415  x   0.99977258  =   0.99955678
 NP0720!UTM  13      -   0.99978415  x   0.99982465  =   0.99960884
 NP0720
 NP0720|---------------------------------------------------------------------|
 NP0720| PID    Reference Object                     Distance      Geod. Az  |
 NP0720|                                                           dddmmss.s |
 NP0720| CQ4904 SHIMEK RM 1                           8.460 METERS 10253     |
 NP0720| CQ4903 SHIMEK AZ MK                                       1630140.9 |
 NP0720| CQ4905 SHIMEK RM 2                          12.110 METERS 16909     |
 NP0720|---------------------------------------------------------------------|
 NP0720
 NP0720                          SUPERSEDED SURVEY CONTROL
 NP0720
 NP0720  NAD 83(1995)-  42 22 14.62587(N)    103 21 32.01007(W) AD(       ) 1
 NP0720  NAD 83(1986)-  42 22 14.62656(N)    103 21 32.00520(W) AD(       ) 1
 NP0720  NAD 27      -  42 22 14.76400(N)    103 21 30.25300(W) AD(       ) 1
 NP0720
 NP0720.Superseded values are not recommended for survey control.
 NP0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0720.See file dsdata.txt to determine how the superseded data were derived.
 NP0720
 NP0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFG3512392244(NAD 83)
 NP0720_MARKER: DS = TRIANGULATION STATION DISK
 NP0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0720_STAMPING: SHIMEK 1934
 NP0720_MARK LOGO: CGS   
 NP0720_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NP0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0720+STABILITY: SURFACE MOTION
 NP0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0720+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 NP0720
 NP0720  HISTORY     - Date     Condition        Report By
 NP0720  HISTORY     - 1934     MONUMENTED       CGS
 NP0720  HISTORY     - 19921020 GOOD             NEDR
 NP0720
 NP0720                          STATION DESCRIPTION
 NP0720
 NP0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NP0720'THE STATION IS 5 MILES, AIRLINE, SW OF MARSLAND ON A PROMINENT
 NP0720'PROJECTION ON THE HIGH BLUFFS OVERLOOKING THE NIOBRARA RIVER TO
 NP0720'THE N.  THIS POINT IS ABOUT 150 YARDS NW OF MR. SHIMEKS FARM
 NP0720'BUILDINGS.
 NP0720'
 NP0720'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NP0720'BRONZE DISKS SET IN CONCRETE.
 NP0720'
 NP0720'REFERENCE MARK NO. 1 IS E AND NO. 2 IS SSE OF THE STATION.
 NP0720'
 NP0720'THE AZIMUTH MARK IS SSE OF THE STATION, 22 FEET S OF A FENCE
 NP0720'CORNER, 6 FEET E OF THE CENTER LINE OF A FARM ROAD, AND 1-1/2
 NP0720'FEET W OF N-S FENCE.
 NP0720'
 NP0720'THE STATION MAY BE REACHED FROM MARSLAND POST OFFICE BY DRIVING
 NP0720'W ON MAIN GRADED TO T-INTERSECTION, 0.8 MILE.  TURN LEFT AND GO
 NP0720'S ON STATE ROUTE 2, FOR 6.8 MILES.  LEAVE STATE ROUTE 2 WHERE
 NP0720'THERE IS A POWER-LINE POLE ON THE E SIDE OF THE HIGHWAY, WITH A
 NP0720'WIRE BRACE ACROSS THE ROAD AND THE BRACE POLE, IN THE NW CORNER
 NP0720'OF THE INTERSECTION.  TURN W ON GRADE AND DRIVE 2.5 MILES.
 NP0720'LEAVE GRADE AND TURN RIGHT, OR N, ON A PLAIN DIRT ROAD.  (THERE
 NP0720'IS A STEEL MAIL BOX ON THE N SIDE OF THE GRADE WITH THE NUMBER
 NP0720'6 ON IT AT THIS TURN.) DRIVE N 1.2 MILES.  PASS THROUGH GATE
 NP0720'E OF MR. SHIMEKS FARM BUILDINGS AND DRIVE NW 0.2 MILE TO TOP
 NP0720'OF HILL AND STATION.
 NP0720'
 NP0720'A 15-FOOT STAND WILL CLEAR ALL LINES.
 NP0720
 NP0720                          STATION RECOVERY (1992)
 NP0720
 NP0720'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 1992 (HED)
 NP0720'THE SURFACE STATTION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 NP0720'WERE RECOVERED IN GOOD CONDITION ABOUT 15 KM (9.30 MI) WEST-NORTHWEST
 NP0720'OF HEMINGFORD, 8 KM (4.95 MI) SOUTHWEST OF MARSLAND AND IN A PASTURE
 NP0720'IN THE E1/4, OF THE SW1/4, SEC26, T28N, R52W.  OWNERSHIP WAS NOW
 NP0720'VERIFIED THIS DATE.  DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.  TO
 NP0720'REACH THE MARK FROM THE JUNCTION OF MAIN STREET WITH STATE HIGHWAY 2,
 NP0720'IN HEMINGFORD, GO WEST ON HIGHWAY 2 FOR 12.0 MI (19.3 KM) TO THE
 NP0720'JUNCTION OF STATE HIGHWAY 71.  THE JUNCTION IS LOCALLY KNOWN AS LAWN
 NP0720'CHURCH INTERSECTION.  TURN RIGHT AND GO NORTH ON HIGHWAY 71 FOR 2.0 MI
 NP0720'(3.2 KM) TO COUNTY CROSSORAD.  TURN LEFT AND GO WEST FOR 2.0 MI (3.2
 NP0720'KM) TO A FARM ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE FARM
 NP0720'ROAD FOR 1.0 MI (1.6 KM) TO AN EAST-WEST TREE ROW.  TURN LEFT AND GO
 NP0720'WEST ON THE FARM ROAD, ALONG THE NORTH SIDE OF THE TREE ROW, FOR 0.50
 NP0720'MI (0.80 KM) TO A NORTH-SOUTH TREE ROW AND THE AZIMUTH MARK AT THE
 NP0720'WEST END OF THE EAST-WEST TREE ROW, 1.3 FT (0.4 M) EAST OF A WITNESS
 NP0720'POST.  TURN RIGHT AND GO NORTH, ALONG THE EAST SIDE OF THE TREE ROW
 NP0720'FOR 0.25 MI (0.40 KM) TO A FARM HOUSE.  CONTINUE NORTH ON A TRAIL,
 NP0720'EAST OF THE FARM HOUSE, TO 2 GATES.  PASS THROUGH THE GATES, TURN LEFT
 NP0720'AND GO WEST ALONG AN EAST-WEST FENCE FOR 400 FT, (121.9 M) THEN TURN
 NP0720'RIGHT AND MEANDER NORTH FOR 300 FT (91.4 M) TO THE TOP OF A LONE KNOLL
 NP0720'AND THE MARK, 12.1 FT (3.7 M) NORTH-NORTHWEST OF RM 2 AND 8.46 FT
 NP0720'(2.58 M) WEST-NORTHWEST OF RM 1.  REBAR WAS DRIVEN ALONG THE NORTH
 NP0720'SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB4093 ***********************************************************************
 AB4093  HT_MOD      -  This is a Height Modernization Survey Station.
 AB4093  CBN         -  This is a Cooperative Base Network Control Station.
 AB4093  DESIGNATION -  SHOP
 AB4093  PID         -  AB4093
 AB4093  STATE/COUNTY-  NE/LANCASTER
 AB4093  USGS QUAD   -  LINCOLN (1980)
 AB4093
 AB4093                         *CURRENT SURVEY CONTROL
 AB4093  ___________________________________________________________________
 AB4093* NAD 83(1995)-  40 49 11.44917(N)    096 43 36.33871(W)     ADJUSTED  
 AB4093* NAVD 88     -       352.16   (meters)    1155.4    (feet)  GPS OBS   
 AB4093  ___________________________________________________________________
 AB4093  X           -    -566,221.546 (meters)                     COMP
 AB4093  Y           -  -4,800,662.780 (meters)                     COMP
 AB4093  Z           -   4,147,516.729 (meters)                     COMP
 AB4093  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 AB4093  ELLIP HEIGHT-         326.07  (meters)          (07/10/01) GPS OBS
 AB4093  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AB4093
 AB4093  HORZ ORDER  -  B
 AB4093  ELLP ORDER  -  FOURTH    CLASS I
 AB4093
 AB4093.The horizontal coordinates were established by GPS observations
 AB4093.and adjusted by the National Geodetic Survey in June 1996..
 AB4093
 AB4093.The orthometric height was determined by GPS observations and a
 AB4093.high-resolution geoid model using precise GPS observation and
 AB4093.processing techniques.
 AB4093
 AB4093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4093
 AB4093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4093
 AB4093.The ellipsoidal height was determined by GPS observations
 AB4093.and is referenced to NAD 83.
 AB4093
 AB4093.The geoid height was determined by GEOID03.
 AB4093
 AB4093;                    North         East     Units Scale Factor Converg.
 AB4093;SPC NE       -   114,755.506   776,002.493   MT  0.99972973   +2 10 09.0
 AB4093;UTM  14      - 4,521,245.405   691,709.920   MT  1.00005238   +1 29 11.1
 AB4093
 AB4093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4093!SPC NE       -   0.99994885  x   0.99972973  =   0.99967860
 AB4093!UTM  14      -   0.99994885  x   1.00005238  =   1.00000123
 AB4093
 AB4093                          SUPERSEDED SURVEY CONTROL
 AB4093
 AB4093  ELLIP H (06/25/96)  326.16   (m)                       GP(       ) 1 1
 AB4093
 AB4093.Superseded values are not recommended for survey control.
 AB4093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4093.See file dsdata.txt to determine how the superseded data were derived.
 AB4093
 AB4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL9171021245(NAD 83)
 AB4093_MARKER: DD = SURVEY DISK
 AB4093_SETTING: 0 = UNSPECIFIED SETTING
 AB4093_MARK LOGO: NEDR  
 AB4093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4093+STABILITY: SURFACE MOTION
 AB4093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4093+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AB4093
 AB4093  HISTORY     - Date     Condition        Report By
 AB4093  HISTORY     - 1995     MONUMENTED       NE-109
 AB4093  HISTORY     - 20000601 GOOD             NEDR
 AB4093  HISTORY     - 2002     GOOD             NEDR
 AB4093
 AB4093                          STATION DESCRIPTION
 AB4093
 AB4093'DESCRIBED BY LANCASTER COUNTY NEBRASKA 1995 (KS)
 AB4093'THE STATION IS LOCATED IN LINCOLN, AT THE LANCASTER COUNTY MAINTENANCE
 AB4093'SHOP OFFICE, JUST SOUTH OF THE SOUTH ENTRANCE DOOR.
 AB4093'OWNERSHIP--LANCASTER COUNTY, 444 CHERRYCREEK ROAD, LINCOLN NE, PHONE
 AB4093'402-441-7797.  FOR ADDITIONAL INFORMATION CONTACT JAMES W. LANGTRY,
 AB4093'GIS MANAGER, LANCASTER COUNTY ENGINEERING DEPARTMENT, 555 SOUTH 10TH
 AB4093'STREET, LINCOLN NE 68508, PHONE 402-441-7681.  TO REACH THE STATION
 AB4093'FROM THE SOUTH END OF THE INTERSTATE HIGHWAY 180 OVERPASS OVER
 AB4093'INTERSTATE HIGHWAY 80 NORTH OF LINCOLN, GO SOUTH ON INTERSTATE HIGHWAY
 AB4093'180 (TURNS INTO 9TH STREET) TO THE INTERSECTION OF O STREET. TURN
 AB4093'RIGHT AND GO WEST FOR 0.8 MI (1.3 KM) ON O STREET TO SUNVALLEY BLVD.
 AB4093'TURN RIGHT AND GO NORTH FOR 0.4 MI (0.6 KM) TO WESTGATE BLVD. TURN
 AB4093'LEFT AND GO WEST AND NORTH FOR APPROXIMATELY 0.2 MI (0.3 KM) TO
 AB4093'CHERRYCREEK ROAD.  TURN LEFT AND GO WEST FOR ONE BLOCK TO THE
 AB4093'LANCASTER COUNTY SHOP AND MATERIAL YARD AND THE STATION, SOUTH OF THE
 AB4093'SHOP BUILDINGS AND WEST OF THE GAS PUMPS.  THE STATION IS A 5/8 INCH
 AB4093'THREADED BOLT PROJECTING 0.5 INCHES ABOVE AN EIGHT INCHES IN DIAMETER
 AB4093'BY 1.25 INCHES STEEL PLATE WHICH IS ATTACHED TO THE TOP OF AN 8 FT
 AB4093'(2.4 M) LONG CONCRETE COLUMN WHICH IS 12 INCHES IN DIAMETER.  THE
 AB4093'COLUMN IS ATTACHED TO A 10-INCH CONCRETE FOOTING.  THE CONCRETE COLUMN
 AB4093'PROJECTS 4.5 FT (1.4 M) ABOVE GROUND AND IS ENCASED IN A PLASTIC PIPE.
 AB4093'LOCATED 80.3 FT (24.5 M) 26.2 M) SOUTHWEST FROM THE SOUTHWEST CORNER
 AB4093'OF THE COUNTY WEED CONTROL BUILDING (METAL), 84.5 FT (25.8 M)
 AB4093'WEST-NORTHWEST FROM THE WEST END OF THE GAS PUMP ISLAND AND 80 FT
 AB4093'(24.4 M) SOUTH OF THE COUNTY SHOP BUILDING.  THE DATUM POINT IS THE
 AB4093'CENTER OF THE 5/8 INCH BOLT AT THE POINT WHERE THE CENTER OF THE BOLT
 AB4093'AND TOP OF PLATE INTERSECT.
 AB4093
 AB4093                          STATION RECOVERY (2000)
 AB4093
 AB4093'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 AB4093'RECOVERED AS DESCRIBED.
 AB4093
 AB4093                          STATION RECOVERY (2002)
 AB4093
 AB4093'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 AB4093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1378 ***********************************************************************
 LF1378  DESIGNATION -  SHUBERT
 LF1378  PID         -  LF1378
 LF1378  STATE/COUNTY-  NE/RICHARDSON
 LF1378  USGS QUAD   -  VERDON (1966)
 LF1378
 LF1378                         *CURRENT SURVEY CONTROL
 LF1378  ___________________________________________________________________
 LF1378* NAD 83(1995)-  40 13 58.43127(N)    095 40 04.86863(W)     ADJUSTED  
 LF1378* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 LF1378  ___________________________________________________________________
 LF1378  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 LF1378  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LF1378
 LF1378  HORZ ORDER  -  SECOND
 LF1378
 LF1378.The horizontal coordinates were established by classical geodetic methods
 LF1378.and adjusted by the National Geodetic Survey in August 1997..
 LF1378
 LF1378.The orthometric height was scaled from a topographic map.
 LF1378
 LF1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1378
 LF1378.The geoid height was determined by GEOID03.
 LF1378
 LF1378;                    North         East     Units Scale Factor Converg.
 LF1378;SPC NE       -    53,598.251   868,474.685   MT  0.99990283   +2 52 14.8
 LF1378;SPC MO W     -   451,981.040   750,602.724   MT  1.00006275   -0 45 16.1
 LF1378;UTM  15      - 4,457,021.826   273,020.550   MT  1.00023425   -1 43 26.4
 LF1378
 LF1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1378!SPC NE       -   0.99994983  x   0.99990283  =   0.99985266
 LF1378!SPC MO W     -   0.99994983  x   1.00006275  =   1.00001257
 LF1378!UTM  15      -   0.99994983  x   1.00023425  =   1.00018407
 LF1378
 LF1378|---------------------------------------------------------------------|
 LF1378| PID    Reference Object                     Distance      Geod. Az  |
 LF1378|                                                           dddmmss.s |
 LF1378| CL7590 SHUBERT RM 1                         38.584 METERS 04928     |
 LF1378| CL7589 SHUBERT AZ MK                                      0883457.5 |
 LF1378| LF1377 SHUBERT MUNICIPAL TANK              APPROX. 1.4 KM 2973820.1 |
 LF1378| CL7591 SHUBERT RM 2                         47.152 METERS 30151     |
 LF1378|---------------------------------------------------------------------|
 LF1378
 LF1378                          SUPERSEDED SURVEY CONTROL
 LF1378
 LF1378  NAD 83(1986)-  40 13 58.43796(N)    095 40 04.86451(W) AD(       ) 2
 LF1378  NAD 27      -  40 13 58.43300(N)    095 40 03.91100(W) AD(       ) 2
 LF1378
 LF1378.Superseded values are not recommended for survey control.
 LF1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1378.See file dsdata.txt to determine how the superseded data were derived.
 LF1378
 LF1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7302157022(NAD 83)
 LF1378_MARKER: DD = SURVEY DISK
 LF1378_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LF1378
 LF1378  HISTORY     - Date     Condition        Report By
 LF1378  HISTORY     - 1947     MONUMENTED       CGS
 LF1378
 LF1378                          STATION DESCRIPTION
 LF1378
 LF1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1378'THE STATION IS LOCATED ABOUT 0.75 MILE EAST-SOUTHEAST OF
 LF1378'SHUBERT, ALONG THE EAST SIDE OF MR. HALLS DRIVEWAY, 63 FEET
 LF1378'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE YARD FENCE, 58
 LF1378'FEET NORTH OF THE NORTHWEST CORNER OF THE GARAGE, 55 FEET SOUTH
 LF1378'OF THE CENTERLINE OF THE ROAD AND 32 FEET EAST OF THE CENTERLINE
 LF1378'OF THE DRIVEWAY.  THE MARK IS FLUSH WITH THE GROUND AND THE
 LF1378'DISK IS STAMPED SHUBERT 1947.
 LF1378'
 LF1378'REFERENCE MARK NO. 1 IS 126.59 FEET NORTHEAST OF THE STATION,
 LF1378'31 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5 FEET WEST-SOUTHWEST
 LF1378'OF A TELEPHONE POLE, 2 FEET SOUTH OF THE FENCE AND 2 FEET
 LF1378'SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 LF1378'DISK IS STAMPED SHUBERT NO 1 1947.
 LF1378'
 LF1378'REFERENCE MARK NO. 2 IS 154.70 FEET NORTHWEST OF THE STATION,
 LF1378'28 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH
 LF1378'OF THE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LF1378'STAMPED SHUBERT NO 2 1947.
 LF1378'
 LF1378'AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION, 24 FEET
 LF1378'NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A WITNESS POST
 LF1378'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 2 INCHES
 LF1378'AND THE DISK IS STAMPED SHUBERT 1947.
 LF1378'
 LF1378'TO REACH FROM THE POST OFFICE IN SHUBERT, GO SOUTH FOR 0.25 MILE,
 LF1378'TURN LEFT (EAST) ON STATE HIGHWAY 67 FOR 0.6 MILE TO THE
 LF1378'JUNCTION WITH STATE HIGHWAY 54, CONTINUE ON EAST FOR 0.2 MILE
 LF1378'TO MR. HALLS HOME ON THE TOP OF HILL AND THE STATION AS DESCRIBED.
 LF1378'
 LF1378'TO REACH THE AZIMUTH FROM THE STATION, GO EAST FOR 0.5 MILE TO
 LF1378'THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LF1377 ***********************************************************************
 LF1377  DESIGNATION -  SHUBERT MUNICIPAL TANK
 LF1377  PID         -  LF1377
 LF1377  STATE/COUNTY-  NE/RICHARDSON
 LF1377  USGS QUAD   -  VERDON (1966)
 LF1377
 LF1377                         *CURRENT SURVEY CONTROL
 LF1377  ___________________________________________________________________
 LF1377* NAD 83(1995)-  40 14 19.40391(N)    095 40 57.13789(W)     ADJUSTED  
 LF1377* NAVD 88     -                                                        
 LF1377  ___________________________________________________________________
 LF1377  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 LF1377  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LF1377
 LF1377  HORZ ORDER  -  THIRD
 LF1377
 LF1377.The horizontal coordinates were established by classical geodetic methods
 LF1377.and adjusted by the National Geodetic Survey in August 1997..
 LF1377
 LF1377
 LF1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1377
 LF1377.The geoid height was determined by GEOID03.
 LF1377
 LF1377;                    North         East     Units Scale Factor Converg.
 LF1377;SPC NE       -    54,182.490   867,208.433   MT  0.99990061   +2 51 40.2
 LF1377;UTM  15      - 4,457,705.854   271,804.761   MT  1.00024106   -1 44 00.9
 LF1377
 LF1377                          SUPERSEDED SURVEY CONTROL
 LF1377
 LF1377  NAD 83(1986)-  40 14 19.41069(N)    095 40 57.13344(W) AD(       ) 4
 LF1377  NAD 27      -  40 14 19.39700(N)    095 40 56.17000(W) AD(       ) 3
 LF1377
 LF1377.Superseded values are not recommended for survey control.
 LF1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1377.See file dsdata.txt to determine how the superseded data were derived.
 LF1377
 LF1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7180557706(NAD 83)
 LF1377_MARKER: 51 = TANK
 LF1377
 LF1377  HISTORY     - Date     Condition        Report By
 LF1377  HISTORY     - 1934     FIRST OBSERVED   CGS
 LF1377  HISTORY     - 1947     GOOD             CGS
 LF1377
 LF1377                          STATION DESCRIPTION
 LF1377
 LF1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 LF1377'THE STATION IS LOCATED IN THE TOWN OF SHUBERT NEAR SCHOOL
 LF1377'BUILDING.  IT IS STEEL STRUCTURE, 33 FEET SQUARE AT THE BASE AND
 LF1377'APPROXIMATELY 125 FEET HIGH, AND IS PAINTED BLACK.  IT IS 96 FEET
 LF1377'EAST OF CENTERLINE OF GRAVELED ROAD AND 50 FEET SOUTHWEST OF THE
 LF1377'NORTHEAST CORNER OF SCHOOL BUILDING.
 LF1377'
 LF1377'TO REACH FROM THE POST OFFICE IN SHUBERT GO NORTH 0.15 MILE TO
 LF1377'STATION ON RIGHT AS DESCRIBED.
 LF1377'
 LF1377'THE POINT INTERSECTED WAS THE WEATHER VANE ON TOP.
 LF1377'
 LF1377'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG1072 ***********************************************************************
 LG1072  DESIGNATION -  SICILY
 LG1072  PID         -  LG1072
 LG1072  STATE/COUNTY-  NE/GAGE
 LG1072  USGS QUAD   -  ODELL NE (1970)
 LG1072
 LG1072                         *CURRENT SURVEY CONTROL
 LG1072  ___________________________________________________________________
 LG1072* NAD 83(1995)-  40 12 17.14622(N)    096 46 48.75709(W)     ADJUSTED  
 LG1072* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 LG1072  ___________________________________________________________________
 LG1072  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 LG1072  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 LG1072
 LG1072  HORZ ORDER  -  FIRST
 LG1072
 LG1072.The horizontal coordinates were established by classical geodetic methods
 LG1072.and adjusted by the National Geodetic Survey in August 1997..
 LG1072
 LG1072.The orthometric height was scaled from a topographic map.
 LG1072
 LG1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG1072
 LG1072.The geoid height was determined by GEOID03.
 LG1072
 LG1072;                    North         East     Units Scale Factor Converg.
 LG1072;SPC NE       -    46,344.731   774,040.230   MT  0.99991371   +2 08 01.5
 LG1072;UTM  14      - 4,452,847.325   688,921.371   MT  1.00003938   +1 26 00.0
 LG1072
 LG1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG1072!SPC NE       -   0.99993679  x   0.99991371  =   0.99985050
 LG1072!UTM  14      -   0.99993679  x   1.00003938  =   0.99997617
 LG1072
 LG1072|---------------------------------------------------------------------|
 LG1072| PID    Reference Object                     Distance      Geod. Az  |
 LG1072|                                                           dddmmss.s |
 LG1072| CL7593 SICILY RM 1                          26.584 METERS 06544     |
 LG1072| CL7592 SICILY AZ MK                                       0892732.0 |
 LG1072| CL7595 SICILY RM 3                          18.432 METERS 29721     |
 LG1072| CL7594 SICILY RM 2                          30.419 METERS 34017     |
 LG1072| LG1071 BEATRICE NORRIS PWR RADIO MAST      APPROX. 5.1 KM 3460447.2 |
 LG1072|---------------------------------------------------------------------|
 LG1072
 LG1072                          SUPERSEDED SURVEY CONTROL
 LG1072
 LG1072  NAD 83(1986)-  40 12 17.15345(N)    096 46 48.75410(W) AD(       ) 1
 LG1072  NAD 27      -  40 12 17.15200(N)    096 46 47.66800(W) AD(       ) 1
 LG1072
 LG1072.Superseded values are not recommended for survey control.
 LG1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG1072.See file dsdata.txt to determine how the superseded data were derived.
 LG1072
 LG1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK8892152847(NAD 83)
 LG1072_MARKER: DS = TRIANGULATION STATION DISK
 LG1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG1072
 LG1072  HISTORY     - Date     Condition        Report By
 LG1072  HISTORY     - 1947     MONUMENTED       CGS
 LG1072  HISTORY     - 1961     GOOD             CGS
 LG1072  HISTORY     - 1968     GOOD             CGS
 LG1072
 LG1072                          STATION DESCRIPTION
 LG1072
 LG1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG1072'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 2.0 MILES WEST
 LG1072'OF BEATRICE, BETWEEN SICILY CREEK AND BIG BLUE RIVER ON LAND
 LG1072'OWNED AND OCCUPIED BY AUGUST SCHIDLER.  IT IS 150 FEET NORTHEAST
 LG1072'OF THE NORTHEAST CORNER OF THE SCHIDLER HOME, 59 FEET SOUTH OF
 LG1072'THE CENTER OF THE EAST-WEST SECTION LINE ROAD, 22 FEET EAST OF
 LG1072'THE CENTER OF THE DRIVEWAY AND 28.5 FEET SOUTH OF THE EAST END
 LG1072'OF GATE INTO FARM YARD.  IT IS STAMPED SICILY 1947 AND SET 12
 LG1072'INCHES BELOW THE GROUND SURFACE.
 LG1072'
 LG1072'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, 32 FEET
 LG1072'SOUTH OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD AND 5
 LG1072'FEET NORTHEAST OF WEST END OF HEDGE ROW UNDER EAST-WEST FENCE
 LG1072'LINE.  IT IS STAMPED SICILY NO 1 1947 AND PROJECTS 6 INCHES.
 LG1072'
 LG1072'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 30 FEET
 LG1072'NORTH OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD, 22 FEET
 LG1072'WEST OF TELEPHONE POLE NO 9 AND 2 FEET SOUTH OF EAST-WEST FENCE
 LG1072'LINE.  IT IS STAMPED SICILY NO 2 1947 AND PROJECTS 3 INCHES.
 LG1072'
 LG1072'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 28 FEET
 LG1072'SOUTH OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD, 2 FEET
 LG1072'WEST OF TELEPHONE POLE, 1 FOOT WEST OF WITNESS POST UNDER
 LG1072'EAST-WEST FENCE LINE.  IT IS STAMPED SICILY 1947 AND PROJECTS
 LG1072'3 INCHES.
 LG1072'
 LG1072'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 LG1072'OF U.S. HIGHWAY NO 77 AND STATE ROUTES 3 AND 4 IN BEATRICE, GO
 LG1072'SOUTH ON U.S. HIGHWAY 77 FOR 4.10 MILES TO CROSSROADS, TURN RIGHT
 LG1072'AND GO WEST FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 LG1072'DESCRIBED, CONTINUE WEST ON DIRT ROAD FOR 0.4 MILE TO THE
 LG1072'SCHIDLER FARM HOUSE ON THE LEFT AND STATION AS DESCRIBED.
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION BEAR IS VISIBLE AT 10 FEET.
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STAION HUNT IS VISIBLE AT 10 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION BLOODY IS VISIBLE AT 10 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION RICE IS VISIBLE AT 10 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION MALICKY IS VISIBLE AT 37 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION BILLS IS VISIBLE AT 37 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION ODELL IS VISIBLE AT 37 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION ROSEMAN IS VISIBLE AT 37 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION WYMORE IS VISIBLE AT 50 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION JANSEN EAST BASE IS VISIBLE AT 50 FEET.
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION PLYMOUTH IS VISIBLE AT 37 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION CUB IS VISIBLE AT 37 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION SNAKE IS VISIBLE AT 37 FEET
 LG1072'
 LG1072'A 74 FOOT SIGNAL AT STATION AIR IS VISIBLE AT 50 FEET
 LG1072'
 LG1072'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LG1072
 LG1072                          STATION RECOVERY (1961)
 LG1072
 LG1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 LG1072'STATION MARKS, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LG1072'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 LG1072'REFERENCE MARK 1 WAS MEASURED TO AND THE OBSERVATIONS WERE TAKEN
 LG1072'AT THIS TIME.  BY REQUEST OF THE PROPERTY OWNER THE MARK WAS
 LG1072'DESTROYED BY THIS PARTY, A NEW REFERENCE MARK 3 WAS SET AS
 LG1072'DESCRIBED BELOW.
 LG1072'
 LG1072'THE 1947 DESCRIPTION TO THE STATION WAS USED AND FOUND TO BE
 LG1072'ADEQUATE.
 LG1072'
 LG1072'REFERENCE MARK 3, A STANDARD DISK STAMPED SICILY NO 3 1947, SET
 LG1072'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LG1072'8 INCHES, IT IS 38 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LG1072'GRAVEL ROAD, 27 FEET WEST OF THE CENTER OF THE ENTRANCE DRIVE
 LG1072'LEADING TO FARM HOUSE, 6 FEET NORTHWEST OF A FENCE CORNER AND
 LG1072'4 FEET WEST OF A TELEPHONE POLE.
 LG1072'
 LG1072'PICTURE POINT, OBJECT OBSERVED WAS THE NORTHEAST CORNER OF YARD
 LG1072'FENCE.
 LG1072
 LG1072                          STATION RECOVERY (1968)
 LG1072
 LG1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LG1072'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3,
 LG1072'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1961
 LG1072'DESCRIPTION AND ALL MARKS WERE IN GOOD CONDITION.  THE TO REACH
 LG1072'THE STATION WAS ADEQUATE FOR RECOVERY.
 LG1072'
 LG1072'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4.5 MILES
 LG1072'SOUTH AND 2 MILES WEST OF BEATRICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0486 ***********************************************************************
 MN0486  DESIGNATION -  SIDNEY
 MN0486  PID         -  MN0486
 MN0486  STATE/COUNTY-  NE/CHEYENNE
 MN0486  USGS QUAD   -  SIDNEY (1972)
 MN0486
 MN0486                         *CURRENT SURVEY CONTROL
 MN0486  ___________________________________________________________________
 MN0486* NAD 83(1995)-  41 08 57.12413(N)    102 58 33.86500(W)     ADJUSTED  
 MN0486* NAVD 88     -      1277.1    (meters)    4190.     (feet)  VERTCON   
 MN0486  ___________________________________________________________________
 MN0486  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 MN0486  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 MN0486
 MN0486  HORZ ORDER  -  THIRD
 MN0486
 MN0486.The horizontal coordinates were established by classical geodetic methods
 MN0486.and adjusted by the National Geodetic Survey in August 1997..
 MN0486
 MN0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 MN0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MN0486
 MN0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0486
 MN0486.The geoid height was determined by GEOID03.
 MN0486
 MN0486;                    North         East     Units Scale Factor Converg.
 MN0486;SPC NE       -   150,393.278   250,302.783   MT  0.99967786   -1 58 20.0
 MN0486;UTM  13      - 4,557,294.299   669,835.695   MT  0.99995500   +1 19 55.6
 MN0486
 MN0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0486!SPC NE       -   0.99980282  x   0.99967786  =   0.99948074
 MN0486!UTM  13      -   0.99980282  x   0.99995500  =   0.99975783
 MN0486
 MN0486|---------------------------------------------------------------------|
 MN0486| PID    Reference Object                     Distance      Geod. Az  |
 MN0486|                                                           dddmmss.s |
 MN0486| MN0487 SIDNEY EAST MUN TANK                 15.059 METERS 02631     |
 MN0486| CP8617 SIDNEY RM 1                           8.996 METERS 06147     |
 MN0486| MN0489 SIDNEY INTL HARVESTER RAD MAST      APPROX. 0.9 KM 1322154.6 |
 MN0486| CP8616 SIDNEY AZ MK                                       1371342.6 |
 MN0486| MN0488 SIDNEY RADIO STA KSID TOWER         APPROX. 2.0 KM 1714156.1 |
 MN0486| MN0484 SIDNEY WHEAT BELT PWR DIST MST      APPROX. 1.6 KM 2710940.8 |
 MN0486| CP8618 SIDNEY RM 2                           7.770 METERS 35631     |
 MN0486|---------------------------------------------------------------------|
 MN0486
 MN0486                          SUPERSEDED SURVEY CONTROL
 MN0486
 MN0486  NAD 83(1995)-  41 08 57.12434(N)    102 58 33.86506(W) AD(       ) 3
 MN0486  NAD 83(1986)-  41 08 57.11694(N)    102 58 33.86586(W) AD(       ) 3
 MN0486  NAD 27      -  41 08 57.17670(N)    102 58 32.14180(W) AD(       ) 3
 MN0486  NGVD 29 (07/19/86) 1276.5    (m)         4188.     (f) VERT ANG       
 MN0486
 MN0486.Superseded values are not recommended for survey control.
 MN0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0486.See file dsdata.txt to determine how the superseded data were derived.
 MN0486
 MN0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6983657294(NAD 83)
 MN0486_MARKER: DS = TRIANGULATION STATION DISK
 MN0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0486_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0486
 MN0486  HISTORY     - Date     Condition        Report By
 MN0486  HISTORY     - 1963     MONUMENTED       CGS
 MN0486
 MN0486                          STATION DESCRIPTION
 MN0486
 MN0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0486'THE STATION IS LOCATED ON PROPERTY OWNED BY THE CITY OF SIDNEY
 MN0486'NEAR THE EAST ONE OF TWO MUNICIPAL WATER TANKS.  THE TANKS
 MN0486'AND THE STATION ARE ON A HILL NEAR THE NORTH EDGE OF SIDNEY
 MN0486'OVERLOOKING THE CITY TO THE SOUTH.
 MN0486'
 MN0486'TO REACH THE STATION FROM THE INTERSECTION OF ILLINOIS STREET
 MN0486'AND 13TH AVENUE IN SIDNEY, DRIVE NORTH ON 13TH AVENUE FOR
 MN0486'0.2 MILE TO FOREST STREET.  TURN RIGHT AND DRIVE EAST ON
 MN0486'FOREST STREET FOR 0.15 MILE TO 11TH AVENUE.  TURN LEFT AND
 MN0486'DRIVE NORTH ON 11TH AVENUE FOR 0.2 MILE UP HILL TO A SIDE
 MN0486'ROAD RIGHT.  TURN RIGHT AND DRIVE EAST FOR ABOUT 75 FEET TO
 MN0486'A SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE SOUTHEAST AND EAST
 MN0486'FOR 0.15 MILE TO THE GROUND LEVEL WATER TANK AND THE STATION
 MN0486'TO THE SOUTH OF THE TANK.
 MN0486'
 MN0486'THE STATION MARK IS A STANDARD DISK, STAMPED SIDNEY 1963,
 MN0486'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0486'12 INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 MN0486'IT IS 43 FEET SOUTH-SOUTHEAST OF A POWER POLE WHICH IS SET
 MN0486'BESIDE A LARGE CONCRETE COVER OVER WATER MAINS LEADING TO THE
 MN0486'GROUND LEVEL WATER TANK AND 27 FEET SOUTH-SOUTHWEST OF THE
 MN0486'SOUTH EDGE OF THE GROUND LEVEL WATER TANK.
 MN0486'
 MN0486'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SIDNEY NO 1 1963,
 MN0486'CEMENTED IN A DRILL HOLE IN THE CONCRETE WALK-WAY AROUND THE
 MN0486'WATER TANK.
 MN0486'
 MN0486'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SIDNEY NO 2 1963,
 MN0486'CEMENTED IN A DRILL HOLE IN THE CONCRETE WALK-WAY AROUND THE
 MN0486'WATER TANK.
 MN0486'
 MN0486'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF ILLINOIS
 MN0486'STREET AND 8TH AVENUE IN SIDNEY, DRIVE NORTH ON 8TH AVENUE
 MN0486'FOR 0.05 MILE TO A T-ROAD.  TURN RIGHT AND DRIVE EAST ON A
 MN0486'DIRT ROAD ALONG THE SOUTH SIDE OF THE UNION PACIFIC RAILROAD
 MN0486'TRACKS FOR 0.1 MILE TO THE AZIMUTH MARK ON THE NORTH SIDE OF
 MN0486'THE DIRT ROAD.
 MN0486'
 MN0486'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SIDNEY 1963,
 MN0486'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MN0486'12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 MN0486'SURFACE.  IT IS 20 FEET NORTH OF THE CENTER OF THE EAST-WEST
 MN0486'DIRT ROAD, 1.8 FEET NORTH-NORTHEAST OF A METAL WITNESS POST
 MN0486'WITH A SIGN ATTACHED AND 1.8 FEET EAST-NORTHEAST OF A TELEPHONE
 MN0486'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0495 ***********************************************************************
 MN0495  DESIGNATION -  SIDNEY
 MN0495  PID         -  MN0495
 MN0495  STATE/COUNTY-  NE/MORRILL
 MN0495  USGS QUAD   -  FAIRCHILD RANCH (1972)
 MN0495
 MN0495                         *CURRENT SURVEY CONTROL
 MN0495  ___________________________________________________________________
 MN0495* NAD 83(1995)-  41 28 16.13334(N)    102 46 13.26852(W)     ADJUSTED  
 MN0495* NAVD 88     -      1220.     (meters)    4003.     (feet)  SCALED    
 MN0495  ___________________________________________________________________
 MN0495  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 MN0495  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 MN0495
 MN0495  HORZ ORDER  -  SECOND
 MN0495
 MN0495.The horizontal coordinates were established by classical geodetic methods
 MN0495.and adjusted by the National Geodetic Survey in August 1997..
 MN0495
 MN0495.The orthometric height was scaled from a topographic map.
 MN0495
 MN0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0495
 MN0495.The geoid height was determined by GEOID03.
 MN0495
 MN0495;                    North         East     Units Scale Factor Converg.
 MN0495;SPC NE       -   185,544.774   268,702.105   MT  0.99965878   -1 50 09.3
 MN0495;UTM  13      - 4,593,460.803   686,181.002   MT  1.00002660   +1 28 37.2
 MN0495
 MN0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0495!SPC NE       -   0.99981185  x   0.99965878  =   0.99947069
 MN0495!UTM  13      -   0.99981185  x   1.00002660  =   0.99983845
 MN0495
 MN0495                          SUPERSEDED SURVEY CONTROL
 MN0495
 MN0495  NAD 83(1995)-  41 28 16.13375(N)    102 46 13.26873(W) AD(       ) 2
 MN0495  NAD 83(1986)-  41 28 16.13070(N)    102 46 13.27028(W) AD(       ) 2
 MN0495  NAD 27      -  41 28 16.20300(N)    102 46 11.54900(W) AD(       ) 2
 MN0495
 MN0495.Superseded values are not recommended for survey control.
 MN0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0495.See file dsdata.txt to determine how the superseded data were derived.
 MN0495
 MN0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8618193461(NAD 83)
 MN0495_MARKER: P = PIPE CAP
 MN0495_SETTING: 0 = UNSPECIFIED SETTING
 MN0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MN0495
 MN0495  HISTORY     - Date     Condition        Report By
 MN0495  HISTORY     - 1933     MONUMENTED       USGS
 MN0495
 MN0495                          STATION DESCRIPTION
 MN0495
 MN0495'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 MN0495'ABOUT 4-1/2 MILES NORTHWEST OF STATION WIER, AND 7-1/2 MILES
 MN0495'SOUTHWEST OF LISCO, IN SOUTHWEST QUARTER SEC. 5, T. 17 N.,
 MN0495'R. 47 W., ON PASTURE LAND OWNED BY OLAF LEMBERG.
 MN0495'
 MN0495'REACHED FROM DALTON VIA GRAVELED ROAD EAST 11 MILES TO GRADED
 MN0495'ROAD LEADING NORTH, THENCE NORTH 2.35 MILES TO A STUCCO HOUSE
 MN0495'ON THE LEFT.  TURN EAST THROUGH STOCK PASS AND FOLLOW MAIN
 MN0495'TRAIL NORTHEAST ABOUT 1 MILE, THENCE BEAR LEFT AROUND FENCE
 MN0495'CORNER AND FOLLOW RIDGE NORTH ABOUT 1 MILE TO STATION.  TRUCK
 MN0495'TO STATION.  STATION IS MARKED BY U.S. GEOLOGICAL SURVEY IRON
 MN0495'PIPE AND CAP, 1 FOOT HIGH, WELL OUT TOWARD END OF RIDGE
 MN0495'OVERLOOKING NORTH PLATTE RIVER.  MARK IS NORTH OF HIGHEST GROUND
 MN0495'AND NEAR A GROUP OF SMALL PINES.
 MN0495'
 MN0495'NO REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0481 ***********************************************************************
 MN0481  DESIGNATION -  SIDNEY COLLIER TV MAST
 MN0481  PID         -  MN0481
 MN0481  STATE/COUNTY-  NE/CHEYENNE
 MN0481  USGS QUAD   -  SIDNEY MUNI AIRPORT (1972)
 MN0481
 MN0481                         *CURRENT SURVEY CONTROL
 MN0481  ___________________________________________________________________
 MN0481* NAD 83(1995)-  41 03 08.99729(N)    102 58 37.27175(W)     ADJUSTED  
 MN0481* NAVD 88     -                                                        
 MN0481  ___________________________________________________________________
 MN0481  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 MN0481  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 MN0481
 MN0481  HORZ ORDER  -  THIRD
 MN0481
 MN0481.The horizontal coordinates were established by classical geodetic methods
 MN0481.and adjusted by the National Geodetic Survey in August 1997..
 MN0481
 MN0481
 MN0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0481
 MN0481.The geoid height was determined by GEOID03.
 MN0481
 MN0481;                    North         East     Units Scale Factor Converg.
 MN0481;SPC NE       -   139,666.461   249,853.821   MT  0.99968970   -1 58 22.3
 MN0481;SPC CO N     -   498,710.295 1,126,487.705   MT  1.00005478   +1 37 48.7
 MN0481;SPC CO N     - 1,636,185.36  3,695,818.41   sFT  1.00005478   +1 37 48.7
 MN0481;UTM  13      - 4,546,556.515   670,005.575   MT  0.99995572   +1 19 44.1
 MN0481
 MN0481                          SUPERSEDED SURVEY CONTROL
 MN0481
 MN0481  NAD 83(1995)-  41 03 08.99733(N)    102 58 37.27157(W) AD(       ) 4
 MN0481  NAD 83(1995)-  41 03 08.99070(N)    102 58 37.27160(W) AD(       ) 4
 MN0481  NAD 83(1986)-  41 03 08.98984(N)    102 58 37.27159(W) AD(       ) 4
 MN0481  NAD 27      -  41 03 09.05400(N)    102 58 35.55100(W) AD(       ) 3
 MN0481
 MN0481.Superseded values are not recommended for survey control.
 MN0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0481.See file dsdata.txt to determine how the superseded data were derived.
 MN0481
 MN0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7000646557(NAD 83)
 MN0481_MARKER: 42 = RADIO/TV MAST
 MN0481
 MN0481  HISTORY     - Date     Condition        Report By
 MN0481  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0481  HISTORY     - 1965     GOOD             CGS
 MN0481
 MN0481                          STATION DESCRIPTION
 MN0481
 MN0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0481'THE STATION IS THE TOP RED LIGHT OF A RED AND WHITE PAINTED,
 MN0481'TRIANGULAR SHAPED, STEEL MAST WHICH IS 400 FEET HIGH.
 MN0481'
 MN0481'IT IS LOCATED IN PASTURE LAND 5 MILES SOUTH OF SIDNEY.
 MN0481
 MN0481                          STATION RECOVERY (1965)
 MN0481
 MN0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MN0481'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0481'THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0487 ***********************************************************************
 MN0487  DESIGNATION -  SIDNEY EAST MUN TANK
 MN0487  PID         -  MN0487
 MN0487  STATE/COUNTY-  NE/CHEYENNE
 MN0487  USGS QUAD   -  SIDNEY (1972)
 MN0487
 MN0487                         *CURRENT SURVEY CONTROL
 MN0487  ___________________________________________________________________
 MN0487* NAD 83(1995)-  41 08 57.56091(N)    102 58 33.57662(W)     ADJUSTED  
 MN0487* NAVD 88     -      1243.     (meters)    4078.     (feet)  SCALED    
 MN0487  ___________________________________________________________________
 MN0487  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 MN0487  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 MN0487
 MN0487  HORZ ORDER  -  THIRD
 MN0487
 MN0487.The horizontal coordinates were established by classical geodetic methods
 MN0487.and adjusted by the National Geodetic Survey in August 1997..
 MN0487
 MN0487.The orthometric height was scaled from a topographic map.
 MN0487
 MN0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0487
 MN0487.The geoid height was determined by GEOID03.
 MN0487
 MN0487;                    North         East     Units Scale Factor Converg.
 MN0487;SPC NE       -   150,406.508   250,309.965   MT  0.99967784   -1 58 19.9
 MN0487;UTM  13      - 4,557,307.925   669,842.104   MT  0.99995503   +1 19 55.8
 MN0487
 MN0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0487!SPC NE       -   0.99980823  x   0.99967784  =   0.99948613
 MN0487!UTM  13      -   0.99980823  x   0.99995503  =   0.99976327
 MN0487
 MN0487                          SUPERSEDED SURVEY CONTROL
 MN0487
 MN0487  NAD 83(1995)-  41 08 57.56112(N)    102 58 33.57668(W) AD(       ) 4
 MN0487  NAD 83(1986)-  41 08 57.55372(N)    102 58 33.57749(W) AD(       ) 4
 MN0487  NAD 27      -  41 08 57.61300(N)    102 58 31.85300(W) AD(       ) 3
 MN0487
 MN0487.Superseded values are not recommended for survey control.
 MN0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0487.See file dsdata.txt to determine how the superseded data were derived.
 MN0487
 MN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6984257308(NAD 83)
 MN0487_MARKER: 51 = TANK
 MN0487
 MN0487  HISTORY     - Date     Condition        Report By
 MN0487  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0487  HISTORY     - 1965     GOOD             CGS
 MN0487
 MN0487                          STATION DESCRIPTION
 MN0487
 MN0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0487'THE STATION IS THE CENTER OF A LARGE GROUND LEVEL WATER TANK
 MN0487'WHICH IS THE EAST ONE OF TWO WATER TANKS LOCATED NEAR THE
 MN0487'NORTH EDGE OF SIDNEY ON A BLUFF OVERLOOKING SIDNEY TO THE
 MN0487'SOUTH.
 MN0487'
 MN0487'A TRAVERSE TIE WAS MADE TO STATION SIDNEY.  STATION SIDNEY IS
 MN0487'49.41 FEET AND 15.059 METERS SOUTH-SOUTHWEST OF THE CENTER
 MN0487'OF THE WATER TANK.
 MN0487
 MN0487                          STATION RECOVERY (1965)
 MN0487
 MN0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MN0487'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 MN0487'BY THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0489 ***********************************************************************
 MN0489  DESIGNATION -  SIDNEY INTL HARVESTER RAD MAST
 MN0489  PID         -  MN0489
 MN0489  STATE/COUNTY-  NE/CHEYENNE
 MN0489  USGS QUAD   -  SIDNEY (1972)
 MN0489
 MN0489                         *CURRENT SURVEY CONTROL
 MN0489  ___________________________________________________________________
 MN0489* NAD 83(1995)-  41 08 37.95552(N)    102 58 06.06253(W)     ADJUSTED  
 MN0489* NAVD 88     -                                                        
 MN0489  ___________________________________________________________________
 MN0489  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 MN0489  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 MN0489
 MN0489  HORZ ORDER  -  THIRD
 MN0489
 MN0489.The horizontal coordinates were established by classical geodetic methods
 MN0489.and adjusted by the National Geodetic Survey in August 1997..
 MN0489
 MN0489
 MN0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0489
 MN0489.The geoid height was determined by GEOID03.
 MN0489
 MN0489;                    North         East     Units Scale Factor Converg.
 MN0489;SPC NE       -   149,780.207   250,930.200   MT  0.99967844   -1 58 01.6
 MN0489;UTM  13      - 4,556,718.250   670,497.590   MT  0.99995778   +1 20 13.4
 MN0489
 MN0489                          SUPERSEDED SURVEY CONTROL
 MN0489
 MN0489  NAD 83(1995)-  41 08 37.95570(N)    102 58 06.06261(W) AD(       ) 4
 MN0489  NAD 83(1986)-  41 08 37.94851(N)    102 58 06.06247(W) AD(       ) 4
 MN0489  NAD 27      -  41 08 38.00700(N)    102 58 04.33900(W) AD(       ) 3
 MN0489
 MN0489.Superseded values are not recommended for survey control.
 MN0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0489.See file dsdata.txt to determine how the superseded data were derived.
 MN0489
 MN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7049856718(NAD 83)
 MN0489_MARKER: 42 = RADIO/TV MAST
 MN0489
 MN0489  HISTORY     - Date     Condition        Report By
 MN0489  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0489  HISTORY     - 1965     GOOD             CGS
 MN0489
 MN0489                          STATION DESCRIPTION
 MN0489
 MN0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0489'THE STATION IS SITUATED NEAR THE EAST EDGE OF SIDNEY, UPON
 MN0489'INTERNATIONAL HARVESTER COMPANY PROPERTY AND AT THE SOUTHWEST
 MN0489'CORNER OF A LARGE METAL IMPLEMENT WAREHOUSE.
 MN0489'
 MN0489'THE STATION IS THE RED LIGHT AT THE TOP OF THE RADIO MAST.
 MN0489'THE MAST IS TRIANGULAR IN SHAPE, CONSTRUCTED OF TUBULAR STEEL
 MN0489'AND PAINTED RED AND WHITE.  IT PROJECTS ABOUT 255 FEET ABOVE
 MN0489'THE GROUND.
 MN0489
 MN0489                          STATION RECOVERY (1965)
 MN0489
 MN0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MN0489'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0489'THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0485 ***********************************************************************
 MN0485  DESIGNATION -  SIDNEY NW BELL TEL CO RAD MAST
 MN0485  PID         -  MN0485
 MN0485  STATE/COUNTY-  NE/CHEYENNE
 MN0485  USGS QUAD   -  SIDNEY (1972)
 MN0485
 MN0485                         *CURRENT SURVEY CONTROL
 MN0485  ___________________________________________________________________
 MN0485* NAD 83(1995)-  41 10 26.10927(N)    102 59 22.49474(W)     ADJUSTED  
 MN0485* NAVD 88     -                                                        
 MN0485  ___________________________________________________________________
 MN0485  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 MN0485  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 MN0485
 MN0485  HORZ ORDER  -  THIRD
 MN0485
 MN0485.The horizontal coordinates were established by classical geodetic methods
 MN0485.and adjusted by the National Geodetic Survey in August 1997..
 MN0485
 MN0485
 MN0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0485
 MN0485.The geoid height was determined by GEOID03.
 MN0485
 MN0485;                    North         East     Units Scale Factor Converg.
 MN0485;SPC NE       -   153,174.969   249,264.741   MT  0.99967528   -1 58 52.3
 MN0485;UTM  13      - 4,560,012.276   668,638.696   MT  0.99995002   +1 19 25.9
 MN0485
 MN0485                          SUPERSEDED SURVEY CONTROL
 MN0485
 MN0485  NAD 83(1995)-  41 10 26.10875(N)    102 59 22.49445(W) AD(       ) 4
 MN0485  NAD 83(1986)-  41 10 26.10200(N)    102 59 22.49408(W) AD(       ) 4
 MN0485  NAD 27      -  41 10 26.16000(N)    102 59 20.76800(W) AD(       ) 3
 MN0485
 MN0485.Superseded values are not recommended for survey control.
 MN0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0485.See file dsdata.txt to determine how the superseded data were derived.
 MN0485
 MN0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6863960012(NAD 83)
 MN0485_MARKER: 42 = RADIO/TV MAST
 MN0485
 MN0485  HISTORY     - Date     Condition        Report By
 MN0485  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0485
 MN0485                          STATION DESCRIPTION
 MN0485
 MN0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0485'THE STATION IS 1-1/2 MILES NORTH OF SIDNEY, 0.2 MILE EAST OF
 MN0485'A NORTH-SOUTH GRAVELED ROAD AND IN A WHEAT FIELD.
 MN0485'
 MN0485'THE STATION IS THE RED LIGHT AT THE TOP OF THE RADIO MAST
 MN0485'WHICH BLINKS ON AND OFF.  THE LIGHT IS SUPPORTED BY A TRIANGULAR
 MN0485'SHAPED STEEL MAST WHICH IS PAINTED RED AND WHITE AND PROJECTS
 MN0485'ABOUT 200 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0488 ***********************************************************************
 MN0488  DESIGNATION -  SIDNEY RADIO STA KSID TOWER
 MN0488  PID         -  MN0488
 MN0488  STATE/COUNTY-  NE/CHEYENNE
 MN0488  USGS QUAD   -  SIDNEY (1972)
 MN0488
 MN0488                         *CURRENT SURVEY CONTROL
 MN0488  ___________________________________________________________________
 MN0488* NAD 83(1995)-  41 07 52.18297(N)    102 58 21.33317(W)     ADJUSTED  
 MN0488* NAVD 88     -                                                        
 MN0488  ___________________________________________________________________
 MN0488  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 MN0488  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 MN0488
 MN0488  HORZ ORDER  -  THIRD
 MN0488
 MN0488.The horizontal coordinates were established by classical geodetic methods
 MN0488.and adjusted by the National Geodetic Survey in August 1997..
 MN0488
 MN0488
 MN0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0488
 MN0488.The geoid height was determined by GEOID03.
 MN0488
 MN0488;                    North         East     Units Scale Factor Converg.
 MN0488;SPC NE       -   148,381.683   250,525.891   MT  0.99967985   -1 58 11.7
 MN0488;UTM  13      - 4,555,298.355   670,174.465   MT  0.99995642   +1 20 02.1
 MN0488
 MN0488                          SUPERSEDED SURVEY CONTROL
 MN0488
 MN0488  NAD 83(1995)-  41 07 52.18294(N)    102 58 21.33315(W) AD(       ) 4
 MN0488  NAD 83(1995)-  41 07 52.17609(N)    102 58 21.33363(W) AD(       ) 4
 MN0488  NAD 83(1986)-  41 07 52.17611(N)    102 58 21.33312(W) AD(       ) 4
 MN0488  NAD 27      -  41 07 52.23100(N)    102 58 19.61000(W) AD(       ) 3
 MN0488
 MN0488.Superseded values are not recommended for survey control.
 MN0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0488.See file dsdata.txt to determine how the superseded data were derived.
 MN0488
 MN0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7017455298(NAD 83)
 MN0488_MARKER: 43 = RADIO/TV TOWER
 MN0488
 MN0488  HISTORY     - Date     Condition        Report By
 MN0488  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0488  HISTORY     - 1965     GOOD             CGS
 MN0488
 MN0488                          STATION DESCRIPTION
 MN0488
 MN0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0488'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE 200 FEET HIGH.  IT
 MN0488'IS LOCATED IN THE SOUTHEAST CORNER OF THE AMERICAN LEGION
 MN0488'PARK JUST SOUTH OF THE NATIONAL GUARD AMORY IN THE SOUTHEAST
 MN0488'EDGE OF SIDNEY.
 MN0488'
 MN0488'THE TOWER IS PAINTED RED AND WHITE AND THE POINT INTERSECTED
 MN0488'IS THE TOP RED LIGHT.
 MN0488
 MN0488                          STATION RECOVERY (1965)
 MN0488
 MN0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MN0488'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 MN0488'THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0484 ***********************************************************************
 MN0484  DESIGNATION -  SIDNEY WHEAT BELT PWR DIST MST
 MN0484  PID         -  MN0484
 MN0484  STATE/COUNTY-  NE/CHEYENNE
 MN0484  USGS QUAD   -  SIDNEY (1972)
 MN0484
 MN0484                         *CURRENT SURVEY CONTROL
 MN0484  ___________________________________________________________________
 MN0484* NAD 83(1995)-  41 08 58.18996(N)    102 59 43.80786(W)     ADJUSTED  
 MN0484* NAVD 88     -                                                        
 MN0484  ___________________________________________________________________
 MN0484  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 MN0484  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 MN0484
 MN0484  HORZ ORDER  -  THIRD
 MN0484
 MN0484.The horizontal coordinates were established by classical geodetic methods
 MN0484.and adjusted by the National Geodetic Survey in August 1997..
 MN0484
 MN0484
 MN0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0484
 MN0484.The geoid height was determined by GEOID03.
 MN0484
 MN0484;                    North         East     Units Scale Factor Converg.
 MN0484;SPC NE       -   150,482.421   248,674.484   MT  0.99967782   -1 59 06.4
 MN0484;UTM  13      - 4,557,289.437   668,204.519   MT  0.99994822   +1 19 09.6
 MN0484
 MN0484                          SUPERSEDED SURVEY CONTROL
 MN0484
 MN0484  NAD 83(1995)-  41 08 58.19015(N)    102 59 43.80824(W) AD(       ) 4
 MN0484  NAD 83(1986)-  41 08 58.18293(N)    102 59 43.80869(W) AD(       ) 4
 MN0484  NAD 27      -  41 08 58.24400(N)    102 59 42.08500(W) AD(       ) 3
 MN0484
 MN0484.Superseded values are not recommended for survey control.
 MN0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0484.See file dsdata.txt to determine how the superseded data were derived.
 MN0484
 MN0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6820557289(NAD 83)
 MN0484_MARKER: 42 = RADIO/TV MAST
 MN0484
 MN0484  HISTORY     - Date     Condition        Report By
 MN0484  HISTORY     - 1963     FIRST OBSERVED   CGS
 MN0484
 MN0484                          STATION DESCRIPTION
 MN0484
 MN0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MN0484'THE STATION IS ABOUT 1 MILE WEST-NORTHWEST OF THE CENTER OF
 MN0484'SIDNEY, 0.3 MILE NORTH-NORTHWEST OF U.S. HIGHWAY 30 AND THE
 MN0484'CHEYENNE COUNTY SAFETY PATROL HEADQUARTERS AND ON THE TOP
 MN0484'EDGE OF THE NORTH RIM OF TABLE LAND OVERLOOKING THE LODGEPOLE
 MN0484'CREEK VALLEY.
 MN0484'
 MN0484'THE STATION IS THE BLINKING RED LIGHT AT THE TOP OF A RADIO
 MN0484'MAST.  THE MAST IS CONSTRUCTED OF TRIANGULAR SHAPED STEEL AND
 MN0484'PROJECTS ABOUT 200 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ML1172 ***********************************************************************
 ML1172  DESIGNATION -  SIMON
 ML1172  PID         -  ML1172
 ML1172  STATE/COUNTY-  NE/BLAINE
 ML1172  USGS QUAD   -  ALMERIA NW (1978)
 ML1172
 ML1172                         *CURRENT SURVEY CONTROL
 ML1172  ___________________________________________________________________
 ML1172* NAD 83(1995)-  41 57 03.73869(N)    099 43 15.26982(W)     ADJUSTED  
 ML1172* NAVD 88     -       811.     (meters)    2661.     (feet)  SCALED    
 ML1172  ___________________________________________________________________
 ML1172  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 ML1172  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 ML1172
 ML1172  HORZ ORDER  -  FIRST
 ML1172
 ML1172.The horizontal coordinates were established by classical geodetic methods
 ML1172.and adjusted by the National Geodetic Survey in August 1997..
 ML1172
 ML1172.The orthometric height was scaled from a topographic map.
 ML1172
 ML1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 ML1172
 ML1172.The geoid height was determined by GEOID03.
 ML1172
 ML1172;                    North         East     Units Scale Factor Converg.
 ML1172;SPC NE       -   235,158.714   523,133.435   MT  0.99968872   +0 11 05.8
 ML1172;UTM  14      - 4,644,591.401   440,250.174   MT  0.99964393   -0 28 55.0
 ML1172
 ML1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ML1172!SPC NE       -   0.99987631  x   0.99968872  =   0.99956507
 ML1172!UTM  14      -   0.99987631  x   0.99964393  =   0.99952029
 ML1172
 ML1172:                Primary Azimuth Mark                     Grid Az
 ML1172:SPC NE       -  SIMON AZ MK                              151 06 41.8
 ML1172:UTM  14      -  SIMON AZ MK                              151 46 42.6
 ML1172
 ML1172|---------------------------------------------------------------------|
 ML1172| PID    Reference Object                     Distance      Geod. Az  |
 ML1172|                                                           dddmmss.s |
 ML1172| CO2381 SIMON AZ MK                                        1511747.6 |
 ML1172| CO2382 SIMON RM 1                           32.800 METERS 16212     |
 ML1172| CO2383 SIMON RM 2                           31.530 METERS 34118     |
 ML1172|---------------------------------------------------------------------|
 ML1172
 ML1172                          SUPERSEDED SURVEY CONTROL
 ML1172
 ML1172  NAD 83(1986)-  41 57 03.74556(N)    099 43 15.27948(W) AD(       ) 1
 ML1172  NAD 27      -  41 57 03.74000(N)    099 43 13.84100(W) AD(       ) 1
 ML1172
 ML1172.Superseded values are not recommended for survey control.
 ML1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ML1172.See file dsdata.txt to determine how the superseded data were derived.
 ML1172
 ML1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMM4025044591(NAD 83)
 ML1172_MARKER: DS = TRIANGULATION STATION DISK
 ML1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ML1172_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ML1172
 ML1172  HISTORY     - Date     Condition        Report By
 ML1172  HISTORY     - 1934     MONUMENTED       CGS
 ML1172
 ML1172                          STATION DESCRIPTION
 ML1172
 ML1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 ML1172'STATION IS IN THE NORTHWEST QUARTER OF SEC. 23, T. 23 N.,
 ML1172'R. 21 W., 1/4 MILE EAST OF THE MIDDLE OF THE WEST LINE OF SECTION,
 ML1172'ABOUT 7.5 MILES A LITTLE NORTH OF EAST OF BREWSTER, ABOUT
 ML1172'3/4 MILE NORTHEAST OF MR. SIMONS HOUSE.  MARK IS SET 10 FEET
 ML1172'WEST OF NORTH-SOUTH FENCE LINE, ON THE SUMMIT OF THE MORE
 ML1172'EASTERLY AND SLIGHTLY HIGHER OF TWO SAND HILLS OVERLOOKING
 ML1172'THE NORTH LOUP RIVER VALLEY TO THE SOUTH IN PASTURE LAND.
 ML1172'
 ML1172'TO REACH FROM THE COURTHOUSE IN BREWSTER, GO EAST ON DIRT ROAD
 ML1172'(BREWSTER-TAYLOR ROAD) FOR 1 MILE, TURN SOUTH AND GO 0.25 MILE,
 ML1172'TURN EAST AND GO 0.25 MILE, THEN SOUTH 0.25 MILE, THEN EAST
 ML1172'7.0 MILES TO T-ROAD AND WHITE SCHOOLHOUSE.  TURN NORTH AND GO
 ML1172'0.5 MILE TO T-ROAD, TURN WEST AND GO 0.6 MILE TO ENTRANCE LANE
 ML1172'TO HOME OF J.B. JOHNSON, CONTINUE STRAIGHT AHEAD (WEST) TO
 ML1172'WIRE GATE AND ALONG LANE FOR 0.3 MILE TO FORKS OF TRAIL, TAKE
 ML1172'RIGHT FORK NORTHWEST FOR 0.65 MILE TO FENCE CORNER, GO THROUGH
 ML1172'WIRE GATE WEST AND GO 0.2 MILE, TURN NORTH IN ANOTHER
 ML1172'LANE AND GO 0.15 MILE TO MR. SIMONS HOUSE.  TAKE FARM ROAD
 ML1172'GOING IN LANE NORTHEAST FROM BARN AND GO 0.25 MILE TO WIRE
 ML1172'GATE, GO THROUGH GATE NORTH AND FOLLOW MAIN TRAIL NORTH FOR 0.1
 ML1172'MILE TO FORKS OF TRAIL, TAKE RIGHT FORK AND GO 0.7 MILE
 ML1172'NORTHEAST GO THROUGH GATE EAST AT FENCE CORNER.  TURN
 ML1172'LEFT AND GO JUST EAST OF FENCE LINE NORTHEAST FOR 0.15
 ML1172'MILE TO TOP OF RIDGE.  FROM THIS POINT STATION IS ABOUT
 ML1172'1/2 MILE A LITTLE SOUTH OF EAST.  DRIVE UP LARGE DRAW 0.6
 ML1172'MILE.  FROM HERE A TRUCK CAN BE DRIVEN TO STATION IF CAREFUL,
 ML1172'OTHERWISE PACK IN.
 ML1172'
 ML1172'REFERENCE MARK NO. 1 IS ON SOUTH SLOPE OF HILL IN FENCE LINE
 ML1172'WHICH RUNS OVER TOP OF HILL, 107 FEET SOUTH OF SUMMIT.
 ML1172'
 ML1172'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF HILL IN FENCE
 ML1172'LINE WHICH RUNS OVER TOP OF HILL, 103 FEET NORTH OF SUMMIT.
 ML1172'
 ML1172'AZIMUTH MARK IS SOUTH OF STATION ABOUT 1.5 MILES.  REACHED
 ML1172'FROM HOME OF J.B. JOHNSON (OF STATION DESCRIPTION) BY GOING
 ML1172'EAST FROM LANE LEADING TO HIS HOUSE FOR 0.4 MILE TO SMALL
 ML1172'WHITE SCHOOL ON SOUTH SIDE OF ROAD.  MARK IS SET IN WEST
 ML1172'FENCE OF SCHOOLYARD, 100 FEET WEST OF WEST END OF SCHOOL, 75
 ML1172'FEET SOUTH OF CENTERLINE OF ROAD.
 ML1172'
 ML1172'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NN0736 ***********************************************************************
 NN0736  DESIGNATION -  SIMPSON
 NN0736  PID         -  NN0736
 NN0736  STATE/COUNTY-  NE/KEYA PAHA
 NN0736  USGS QUAD   -  JAMISON SW (1949)
 NN0736
 NN0736                         *CURRENT SURVEY CONTROL
 NN0736  ___________________________________________________________________
 NN0736* NAD 83(1995)-  42 48 24.53119(N)    099 29 05.45723(W)     ADJUSTED  
 NN0736* NAVD 88     -       703.     (meters)    2306.     (feet)  SCALED    
 NN0736  ___________________________________________________________________
 NN0736  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 NN0736  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 NN0736
 NN0736  HORZ ORDER  -  FIRST
 NN0736
 NN0736.The horizontal coordinates were established by classical geodetic methods
 NN0736.and adjusted by the National Geodetic Survey in August 1997..
 NN0736
 NN0736.The orthometric height was scaled from a topographic map.
 NN0736
 NN0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 NN0736
 NN0736.The geoid height was determined by GEOID03.
 NN0736
 NN0736;                    North         East     Units Scale Factor Converg.
 NN0736;SPC NE       -   330,286.501   542,133.511   MT  0.99991714   +0 20 29.0
 NN0736;UTM  14      - 4,739,476.188   460,357.118   MT  0.99961933   -0 19 46.1
 NN0736
 NN0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NN0736!SPC NE       -   0.99989348  x   0.99991714  =   0.99981063
 NN0736!UTM  14      -   0.99989348  x   0.99961933  =   0.99951285
 NN0736
 NN0736|---------------------------------------------------------------------|
 NN0736| PID    Reference Object                     Distance      Geod. Az  |
 NN0736|                                                           dddmmss.s |
 NN0736| CO4546 SIMPSON RM 1                         90.059 METERS 02906     |
 NN0736| CO4547 SIMPSON RM 2                        115.175 METERS 13735     |
 NN0736| NN0732 NEWPORT MUNICIPAL TANK              APPROX.26.1 KM 1501611.0 |
 NN0736| CO4545 SIMPSON AZ MK                                      1864318.5 |
 NN0736| NN0791 AINSWORTH MUNICIPAL TANK            APPROX.42.3 KM 2274230.3 |
 NN0736|---------------------------------------------------------------------|
 NN0736
 NN0736                          SUPERSEDED SURVEY CONTROL
 NN0736
 NN0736  NAD 83(1986)-  42 48 24.53806(N)    099 29 05.46616(W) AD(       ) 1
 NN0736  NAD 27      -  42 48 24.52700(N)    099 29 04.06300(W) AD(       ) 1
 NN0736
 NN0736.Superseded values are not recommended for survey control.
 NN0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NN0736.See file dsdata.txt to determine how the superseded data were derived.
 NN0736
 NN0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMN6035739476(NAD 83)
 NN0736_MARKER: DS = TRIANGULATION STATION DISK
 NN0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NN0736_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NN0736
 NN0736  HISTORY     - Date     Condition        Report By
 NN0736  HISTORY     - 1934     MONUMENTED       CGS
 NN0736  HISTORY     - 1949     GOOD             CGS
 NN0736
 NN0736                          STATION DESCRIPTION
 NN0736
 NN0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 NN0736'STATION IS IN CENTER OF TOP OF A SMALL BARE MOUND ABOUT 8 FEET
 NN0736'HIGH, 300 YARDS WEST OF A T-FENCE CORNER MARKING THE CENTER OF
 NN0736'THE EAST SIDE OF SEC. 30, T. 33 N., R. 18 W., IN SIMPSON TOWNSHIP,
 NN0736'BEARING S. 20 DEG W., 0.6 MILE FROM A WHITE SCHOOLHOUSE IN THE
 NN0736'SOUTHWEST CORNER OF SEC. 20, 14 MILES EAST AND 1.5 MILES SOUTH
 NN0736'OF SPRINGVIEW.
 NN0736'
 NN0736'REACHED FROM BASSET BY GOING NORTH ON U.S. HIGHWAY 83 FOR 4.2
 NN0736'MILES TO WHERE IT TURNS WEST.  TURN EAST ON SECTION LINE ROAD FOR
 NN0736'2 MILES, THENCE NORTH 6 MILES TO BRIDGE AND TOWN OF CARNS.  TAKE
 NN0736'RIGHT FORK FROM CARNS THROUGH FARM YARDS UP HILL.  BEAR LEFT,
 NN0736'FOLLOWING ROAD AROUND EDGE OF HILL TO TOP AND CONTINUING ON SAME
 NN0736'ROAD (MAIN PRAIRIE ROAD) 6.0 MILES FROM CARNS TO STATION ON LEFT
 NN0736'SIDE OF ROAD.
 NN0736'
 NN0736'REFERENCE MARK NO. 1 IS ABOUT 300 FEET NORTH OF PRAIRIE ROAD
 NN0736'PAST STATION.
 NN0736'
 NN0736'REFERENCE MARK NO. 2 IS ABOUT 200 FEET SOUTH OF PRAIRIE ROAD
 NN0736'PAST STATION.
 NN0736'
 NN0736'AZIMUTH MARK IS 0.8 MILE SOUTH BY WEST OF STATION, SET IN
 NN0736'EAST-AND-WEST FENCE LINE, 30 FEET EAST OF FENCE CORNER.
 NN0736'
 NN0736'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 NN0736'548.12 FEET.
 NN0736'
 NN0736'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NN0736
 NN0736                          STATION RECOVERY (1949)
 NN0736
 NN0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NN0736'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 NN0736'AND AZIMUTH MARK RECOVERED AND FOUND IN GOOD
 NN0736'CONDITION.  THE DISTANCE TO REFERENCE MARK NO 2 WAS IN ERROR.
 NN0736'
 NN0736'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NN0736'
 NN0736'THE STATION IS LOCATED ABOUT 15-1/2 MILES NORTH-NORTHEAST OF
 NN0736'BASSETT, 9-1/2 MILES SOUTHEAST OF BURTON, 13-1/2 MILES
 NN0736'EAST-SOUTHEAST OF SPRINGVIEW AND 7-1/2 MILES NORTHEAST OF RIVERVIEW
 NN0736'ON THE HIGH POINT OF A SMALL KNOLL IN A PASTURE.  IT IS
 NN0736'ABOUT 0.4 MILE NORTH-NORTHWEST OF A WINDMILL AND 5 FEET EAST
 NN0736'OF WITNESS POST.  IT IS STAMPED SIMPSON 1934 AND PROJECTS 8
 NN0736'INCHES.
 NN0736'
 NN0736'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, SET IN
 NN0736'THE OPEN PASTURE.  IT IS STAMPED SIMPSON NO 1 1934 AND PROJECTS
 NN0736'8 INCHES.
 NN0736'
 NN0736'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, SET ON THE HIGH
 NN0736'POINT OF A SMALL KNOLL.  IT IS STAMPED SIMPSON NO 2 1934 AND
 NN0736'PROJECTS 6 INCHES.
 NN0736'
 NN0736'THE AZIMUTH MARK IS ABOUT 0.8 MILE SOUTH OF THE STATION, 45 FEET
 NN0736'EAST OF FENCE CORNER, 4 FEET NORTH OF WITNESS POST AND 4-1/2
 NN0736'FEET NORTH OF FENCE LINE.  IT IS STAMPED SIMPSON AZI 1934 AND
 NN0736'PROJECTS 4 INCHES.  TO REACH FROM THE STATION, GO SOUTH-SOUTHEAST
 NN0736'ACROSS PASTURE TO FENCE CORNER, CONTINUE SOUTH ALONG EAST SIDE
 NN0736'OF FENCE LINE FOR 0.6 MILE TO GATE, PASS THROUGH GATE AND GO
 NN0736'SOUTHWEST ACROSS PASTURE FOR 0.25 MILE TO MARK AS DESCRIBED.
 NN0736'
 NN0736'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND
 NN0736'STATE ROUTE NO 72 IN THE CENTER OF SPRINGVIEW, GO SOUTH AND
 NN0736'EAST ON U.S. HIGHWAY 183 FOR 8.0 MILES TO WHERE 183 MAKES A
 NN0736'RIGHT TURN SOUTH, T-ROAD LEFT AND SIGN OUT OF WAY RANCH STRAIGHT
 NN0736'AHEAD, TURN LEFT AND GO NORTH FOR 1.0 MILE, TURN RIGHT AND
 NN0736'CONTINUE EAST ON MAIN TRAVELED ROAD FOR 2.0 MILES TO
 NN0736'T-INTERSECTION, TURN LEFT AND CONTINUE NORTH ON MAIN ROAD FOR
 NN0736'1.0 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW ROAD EAST
 NN0736'FOR 5.1 MILES TO ROAD RIGHT ACROSS CATTLE GUARD, TURN RIGHT
 NN0736'ACROSS CATTLE GUARD AND FOLLOW TRACK ROAD SOUTH FOR 0.95
 NN0736'MILE TO FORK, BEAR LEFT AND CONTINUE SOUTH FOR 0.1 MILE TO
 NN0736'CROSSROAD, BEAR LEFT AND CONTINUE SOUTHEAST ON TRACK ROAD FOR
 NN0736'0.4 MILE TOWARDS WINDMILL TO STATION ON LEFT AT TOP OF SMALL
 NN0736'KNOLL AS DESCRIBED.
 NN0736'
 NN0736'OBSERVATIONS MADE FROM A 77 FOOT TOWER.
 NN0736'
 NN0736'AN 87 FOOT SIGNAL AT STATION LAMB 1934 IS VISIBLE AT 4 FEET.
 NN0736'
 NN0736'A 74 FOOT SIGNAL AT STATION WYMAN IS VISIBLE AT 4 FEET
 NN0736'
 NN0736'A 4 FOOT SIGNAL AT STATION WILKINS 1934 IS VISIBLE AT 64 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0463 ***********************************************************************
 NO0463  DESIGNATION -  SIMPSON
 NO0463  PID         -  NO0463
 NO0463  STATE/COUNTY-  NE/CHERRY
 NO0463  USGS QUAD   -  INDIAN HILL (1985)
 NO0463
 NO0463                         *CURRENT SURVEY CONTROL
 NO0463  ___________________________________________________________________
 NO0463* NAD 83(1995)-  42 30 49.42607(N)    101 26 22.55801(W)     ADJUSTED  
 NO0463* NAVD 88     -      1114.     (meters)    3655.     (feet)  SCALED    
 NO0463  ___________________________________________________________________
 NO0463  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 NO0463  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 NO0463
 NO0463  HORZ ORDER  -  SECOND
 NO0463
 NO0463.The horizontal coordinates were established by classical geodetic methods
 NO0463.and adjusted by the National Geodetic Survey in August 1997..
 NO0463
 NO0463.The orthometric height was scaled from a topographic map.
 NO0463
 NO0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0463
 NO0463.The geoid height was determined by GEOID03.
 NO0463
 NO0463;                    North         East     Units Scale Factor Converg.
 NO0463;SPC NE       -   298,592.536   381,719.769   MT  0.99981351   -0 57 14.5
 NO0463;UTM  14      - 4,709,701.803   299,586.055   MT  1.00009420   -1 38 56.9
 NO0463
 NO0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0463!SPC NE       -   0.99982833  x   0.99981351  =   0.99964187
 NO0463!UTM  14      -   0.99982833  x   1.00009420  =   0.99992251
 NO0463
 NO0463|---------------------------------------------------------------------|
 NO0463| PID    Reference Object                     Distance      Geod. Az  |
 NO0463|                                                           dddmmss.s |
 NO0463| CQ4915 SIMPSON RM 1                          7.737 METERS 00945     |
 NO0463| CQ4916 SIMPSON RM 2                          9.186 METERS 18942     |
 NO0463| CQ4914 SIMPSON AZ MK                                      3050939.4 |
 NO0463|---------------------------------------------------------------------|
 NO0463
 NO0463                          SUPERSEDED SURVEY CONTROL
 NO0463
 NO0463  NAD 83(1986)-  42 30 49.42270(N)    101 26 22.56401(W) AD(       ) 2
 NO0463  NAD 27      -  42 30 49.45700(N)    101 26 20.98300(W) AD(       ) 2
 NO0463
 NO0463.Superseded values are not recommended for survey control.
 NO0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0463.See file dsdata.txt to determine how the superseded data were derived.
 NO0463
 NO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKN9958609702(NAD 83)
 NO0463_MARKER: DS = TRIANGULATION STATION DISK
 NO0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0463
 NO0463  HISTORY     - Date     Condition        Report By
 NO0463  HISTORY     - 1949     MONUMENTED       CGS
 NO0463
 NO0463                          STATION DESCRIPTION
 NO0463
 NO0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0463'THE STATION IS LOCATED ABOUT 37.0 MILES SOUTH-SOUTHWEST OF
 NO0463'CODY, 6.5 MILES SOUTH OF THE SNAKE RIVER AND 0.5 MILE NORTH
 NO0463'OF GORDON CREEK ON LAND OWNED BY MR. FRANK SIMPSON.  IT IS ON
 NO0463'THE HIGHEST POINT OF HILL SOUTHEAST OF MR. SIMPSONS HOUSE,
 NO0463'4 FEET SOUTHWEST OF WITNESS POST.  IT IS STAMPED SIMPSON
 NO0463'1949 AND PROJECTS 5 INCHES.
 NO0463'
 NO0463'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, NEAR
 NO0463'THE MIDDLE OF THE SAME HILL AS THE STATION.  IT IS STAMPED
 NO0463'SIMPSON NO 1 1949 AND PROJECTS 3 INCHES.
 NO0463'
 NO0463'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, NEAR THE
 NO0463'SOUTH END OF THE SAME HILL AS THE STATION.  IT IS STAMPED
 NO0463'SIMPSON NO 2 1949 AND PROJECTS 3 INCHES.
 NO0463'
 NO0463'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 0.05 MILE EAST
 NO0463'OF FENCE CORNER, 2 FEET EAST OF WITNESS POST AND 1 FOOT SOUTH
 NO0463'OF EAST-WEST FENCE LINE.  IT IS STAMPED SIMPSON 1949 AND
 NO0463'PROJECTS 3 INCHES.
 NO0463'
 NO0463'TO REACH THE STATION FROM THE POST OFFICE IN NENZEL, GO SOUTH,
 NO0463'WEST AND SOUTH ON THE MAIN TRAVELED ROAD FOR 9.4 MILES TO THE
 NO0463'BRIDGE OVER THE NIOBRARA RIVER, CROSS BRIDGE AND TAKE LEFT
 NO0463'FORK FOR 0.95 MILE TO FORKS, TAKE RIGHT FORK FOR 0.75 MILE
 NO0463'TO ENTRANCE TO THE NEBRASKA NATIONAL FOREST, CONTINUE SOUTH ON
 NO0463'MAIN ROAD FOR 2.75 MILES TO PLANTING CAMP ON THE LEFT, CONTINUE
 NO0463'SOUTH AND WEST ON MAIN ROAD FOR 6.15 MILES TO NATIONAL
 NO0463'FOREST BOUNDARY, CONTINUE WEST, SOUTH AND WEST ON MAIN TRACK
 NO0463'ROAD FOR 1.55 MILES TO DIAMOND BAR RANCH ON THE RIGHT,
 NO0463'CONTINUE WEST, PASSING BETWEEN THE HOUSE AND BARN, FOR
 NO0463'0.4 MILE TO FORKS, TAKE LEFT FORK AND FOLLOW MAIN ROAD
 NO0463'SOUTH FOR 0.9 MILE TO CATTLE GUARD, CROSS GUARD AND CONTINUE
 NO0463'SOUTH AND WEST FOR 0.8 MILE TO CATTLE GUARD, CROSS GUARD
 NO0463'AND CONTINUE WEST AND SOUTH FOR 1.85 MILES TO CATTLE
 NO0463'GUARD, CROSS GUARD AND CONTINUE SOUTH AND WEST FOR 3.0 MILES
 NO0463'TO CATTLE GUARD, CROSS GUARD AND CONTINUE ON MAIN TRACK ROAD
 NO0463'FOR 1.85 MILES TO BRIDGE OVER THE SNAKE RIVER, CROSS BRIDGE
 NO0463'AND GO SOUTH FOR 0.8 MILE TO CATTLE GUARD, CROSS GUARD AND
 NO0463'CONTINUE ON MAIN ROAD FOR 0.4 MILE TO CATTLE GUARD,
 NO0463'CROSS GUARD AND CONTINUE ON MAIN ROAD FOR 2.15 MILES TO CATTLE
 NO0463'GUARD, CROSS GUARD AND CONTINUE ON MAIN ROAD FOR 0.95 MILE
 NO0463'TO CATTLE GUARD, CROSS GUARD AND CONTINUE SOUTHEAST
 NO0463'AND SOUTH FOR 1.45 MILES TO CROSSROADS AT RANCH HOUSES
 NO0463'ON THE RIGHT AND LEFT, CONTINUE SOUTH AND WEST FOR 0.15
 NO0463'MILE TO A CATTLE GUARD ON THE LEFT TO THE SOUTHEAST OF
 NO0463'LARGE RED BARN, TURN LEFT ACROSS CATTLE GUARD AND GO SOUTHWEST
 NO0463'AND WEST FOR 1.3 MILES TO FORKS, TAKE LEFT FORK FOR 0.35 MILE
 NO0463'TO CATTLE GUARD, CROSS GUARD AND CONTINUE WEST FOR 0.5 MILE
 NO0463'TO WINDMILL, CONTINUE WEST AND SOUTH ON MAIN ROAD FOR 1.05
 NO0463'MILES TO CATTLE GUARD, CROSS GUARD AND CONTINUE SOUTH AND
 NO0463'EAST ON MAIN ROAD FOR 2.5 MILES TO WINDMILL ON THE RIGHT,
 NO0463'CONTINUE WEST AND SOUTHWEST ON MAIN ROAD FOR 0.75 MILE TO
 NO0463'FORKS, TAKE RIGHT FORK AND FOLLOW MAIN ROAD WESTERLY FOR
 NO0463'0.7 MILE TO BARNLOT SOUTH OF TWO RANCH HOUSES, GO THROUGH
 NO0463'WIRE GATE SOUTHWEST OF WEST ONE OF TWO HOUSES AND GO
 NO0463'WEST-NORTHWEST ON TRACK ROAD FOR 0.15 MILE TO WIRE GATE ON
 NO0463'THE RIGHT, TURN RIGHT THROUGH GATE THEN BEAR LEFT AND
 NO0463'FOLLOW MAIN ROAD WEST FOR 2.2 MILES TO CATTLE GUARD,
 NO0463'CONTINUE WEST ON MAIN ROAD FOR 0.25 MILE TO CATTLE GUARD
 NO0463'SOUTH-SOUTHWEST OF OLD HOUSE, CROSS GUARD AND CONTINUE
 NO0463'WESTERLY FOR 0.85 MILE TO CATTLE GUARD, CROSS GUARD AND GO
 NO0463'WEST AND SOUTH FOR 0.35 MILE TO WIRE GATE JUST SOUTH OF
 NO0463'FENCE CORNER, CONTINUE WEST ON MAIN ROAD FOR 0.25 MILE,
 NO0463'HERE TURN LEFT OFF OF TRACK ROAD JUST BEFORE STARTING
 NO0463'DOWN A SMALL HILL AND GO SOUTH AND SOUTHWEST FOR 0.25
 NO0463'MILE TO WIRE GATE IN FENCE CORNER WHICH IS JUST NORTHEAST
 NO0463'OF HIGH ROUND HILL, GO THROUGH GATE INTO NORTHWEST CORNER
 NO0463'OF PASTURE, THE AZIMUTH MARK IS JUST EAST OF THIS GATE AS
 NO0463'DESCRIBED, PICK WAY SOUTHEAST FOR 0.6 MILE TO THE SUMMIT
 NO0463'OF THE HIGHEST HILL IN THE PASTURE AND STATION ON THE
 NO0463'SUMMIT AS DESCRIBED.
 NO0463'
 NO0463'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1030 ***********************************************************************
 LH1030  DESIGNATION -  SINK
 LH1030  PID         -  LH1030
 LH1030  STATE/COUNTY-  NE/FURNAS
 LH1030  USGS QUAD   -  HENDLEY (1958)
 LH1030
 LH1030                         *CURRENT SURVEY CONTROL
 LH1030  ___________________________________________________________________
 LH1030* NAD 83(1995)-  40 12 18.44766(N)    099 58 52.35091(W)     ADJUSTED  
 LH1030* NAVD 88     -       754.     (meters)    2474.     (feet)  SCALED    
 LH1030  ___________________________________________________________________
 LH1030  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 LH1030  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 LH1030
 LH1030  HORZ ORDER  -  FIRST
 LH1030
 LH1030.The horizontal coordinates were established by classical geodetic methods
 LH1030.and adjusted by the National Geodetic Survey in August 1997..
 LH1030
 LH1030.The orthometric height was scaled from a topographic map.
 LH1030
 LH1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1030
 LH1030.The geoid height was determined by GEOID03.
 LH1030
 LH1030;                    North         East     Units Scale Factor Converg.
 LH1030;SPC NE       -    41,281.705   501,599.721   MT  0.99991357   +0 00 44.8
 LH1030;UTM  14      - 4,450,986.012   416,494.795   MT  0.99968584   -0 38 00.4
 LH1030
 LH1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1030!SPC NE       -   0.99988554  x   0.99991357  =   0.99979912
 LH1030!UTM  14      -   0.99988554  x   0.99968584  =   0.99957142
 LH1030
 LH1030:                Primary Azimuth Mark                     Grid Az
 LH1030:SPC NE       -  ST MATHEWS LUTHERAN CH SPIRE             005 31 12.5
 LH1030:UTM  14      -  ST MATHEWS LUTHERAN CH SPIRE             006 09 57.7
 LH1030
 LH1030|---------------------------------------------------------------------|
 LH1030| PID    Reference Object                     Distance      Geod. Az  |
 LH1030|                                                           dddmmss.s |
 LH1030| LH1037 ST MATHEWS LUTHERAN CH SPIRE        APPROX.16.3 KM 0053157.3 |
 LH1030| LH1038 ARAPAHOE CHURCH SPIRE               APPROX.13.0 KM 0301150.0 |
 LH1030| LH1036 ARAPAHOE MUNICIPAL TANK             APPROX.12.9 KM 0340503.7 |
 LH1030| CO2390 SINK RM 1                            28.857 METERS 08936     |
 LH1030| CO2389 SINK AZ MK                                         0904816.2 |
 LH1030| KH0722 NORCATUR MUNICIPAL TANK             APPROX.44.4 KM 2034747.3 |
 LH1030| LJ0431 COUNTRY CHURCH SPIRE E              APPROX.29.9 KM 2634505.6 |
 LH1030| CO2391 SINK RM 2                            29.819 METERS 26942     |
 LH1030| LJ0421 CAMBRIDGE MUNICIPAL STANDPIPE       APPROX.18.9 KM 2982740.3 |
 LH1030| LJ0418 HOLBROOK MUNICIPAL TANK             APPROX.11.2 KM 3493017.4 |
 LH1030| LH1040 SALEM EVAN LUTHERAN CH SPIRE        APPROX.32.4 KM 3585819.7 |
 LH1030|---------------------------------------------------------------------|
 LH1030
 LH1030                          SUPERSEDED SURVEY CONTROL
 LH1030
 LH1030  NAD 83(1986)-  40 12 18.45271(N)    099 58 52.35461(W) AD(       ) 1
 LH1030  NAD 27      -  40 12 18.42800(N)    099 58 50.89500(W) AD(       ) 1
 LH1030
 LH1030.Superseded values are not recommended for survey control.
 LH1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1030.See file dsdata.txt to determine how the superseded data were derived.
 LH1030
 LH1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMK1649550986(NAD 83)
 LH1030_MARKER: DS = TRIANGULATION STATION DISK
 LH1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1030_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LH1030
 LH1030  HISTORY     - Date     Condition        Report By
 LH1030  HISTORY     - 1934     MONUMENTED       CGS
 LH1030  HISTORY     - 1935     GOOD             CGS
 LH1030  HISTORY     - 1951     GOOD             CGS
 LH1030  HISTORY     - 1962     GOOD             CGS
 LH1030
 LH1030                          STATION DESCRIPTION
 LH1030
 LH1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 LH1030'IN THE SOUTHWEST QUARTER OF SEC. 24, T. 3 N., R. 24 W., VINCENT
 LH1030'TOWNSHIP, 5 MILES NORTH AND 1/2 MILE WEST OF HENDLEY, 4-1/2 MILES
 LH1030'WEST AND 7 MILES SOUTH OF ARAPAHOE, ON THE PROPERTY OF MR. H.
 LH1030'HOKANSON.
 LH1030'
 LH1030'TO REACH FROM THE DEPOT IN HOLBROOK GO SOUTH ON DIM ROAD FOR 0.2
 LH1030'MILE TO BRIDGE OVER RIVER, CONTINUE SOUTH ON MAIN DIRT ROAD FOR
 LH1030'1.6 MILES TO T-ROAD, TURN LEFT (EAST) AND GO 0.3 MILE TO TOP OF
 LH1030'HILL.  TURN RIGHT (SOUTH) AND GO 5.1 MILES TO SECOND T-ROAD.  TURN
 LH1030'LEFT (EAST) AND GO 1.3 MILES TO TOP OF HIGH POINT ON ROAD AND
 LH1030'STATION.  MARK IS 30 FEET NORTH OF CENTERLINE OF ROAD, IN
 LH1030'EAST-WEST FENCE LINE, AND PROJECTS 8 INCHES.
 LH1030'
 LH1030'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF CENTERLINE OF SAID ROAD IN
 LH1030'EAST-WEST FENCE LINE, AND PROJECTS 8 INCHES.
 LH1030'
 LH1030'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF CENTERLINE OF SAID ROAD IN
 LH1030'EAST-WEST FENCE LINE AND PROJECTS 8 INCHES.
 LH1030'
 LH1030'TO REACH AZIMUTH MARK FROM STATION, GO EAST, ON SAID ROAD FOR 0.75
 LH1030'MILE TO CROSSROADS WITH CEMETERY IN SOUTHEAST ANGLE FORMED BY
 LH1030'INTERSECTION OF ROADS.  MARK IS 35 FEET WEST OF CENTERLINE OF
 LH1030'NORTH-SOUTH ROAD, 30 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD,
 LH1030'50 FEET SOUTHWEST OF SECTION CORNER, AND PROJECTS 12 INCHES.
 LH1030'
 LH1030'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LH1030
 LH1030                          STATION RECOVERY (1935)
 LH1030
 LH1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LH1030'STATION IS 5 MILES NORTH AND 0.75 MILE WEST OF HENDLEY, NEBRASKA,
 LH1030'LOCATED IN THE SOUTHWEST QUARTER OF SEC. 24, T. 3 N., R. 24 W.,
 LH1030'VINCENT TOWNSHIP, ON MR. H. HEKANSENS LAND.  IT LIES 1 FOOT SOUTH
 LH1030'OF AN EAST-WEST FENCE WHICH IS THE NORTH RIGHT-OF-WAY FENCE OF THE
 LH1030'GRADED SECTION-LINE ROAD AND 27 FEET NORTH OF THE CENTERLINE OF
 LH1030'THE GRADED SECTION-LINE ROAD.  THE STATION MARK IS SET
 LH1030'11 INCHES IN DIAMETER, PROJECTS 8 INCHES, AND
 LH1030'IS STAMPED SINK-1934.  IT WAS RECOVERED IN GOOD CONDITION.
 LH1030'
 LH1030'REFERENCE MARK NO. 1 LIES EAST OF THE STATION.  IT IS 1 FOOT SOUTH
 LH1030'OF THE EAST-WEST RIGHT-OF-WAY FENCE MENTIONED ABOVE AND IS 27 FEET
 LH1030'NORTH OF THE CENTERLINE OF THE GRADED EAST-WEST SECTION-LINE ROAD.
 LH1030'IT IS 11 INCHES IN DIAMETER,
 LH1030'PROJECTS 8 INCHES, AND IS STAMPED SINK-1934 R.M. 1.
 LH1030'
 LH1030'REFERENCE MARK NO. 2 LIES WEST OF THE STATION.  IT IS 1 FOOT SOUTH
 LH1030'OF THE EAST-WEST RIGHT-OF-WAY FENCE, 27 FEET NORTH OF THE CENTERLINE
 LH1030'OF THE EAST-WEST GRADED SECTION-LINE ROAD, IS 11 INCHES IN
 LH1030'DIAMETER, PROJECTS 8 INCHES, AND IS STAMPED SINK-1934 R.M. 2.
 LH1030'
 LH1030'THE AZIMUTH MARK LIES EAST OF THE STATION.  IT IS IN THE SOUTHWEST
 LH1030'ANGLE OF A GRADED ROAD INTERSECTION OF THE EAST-WEST ROAD ON WHICH
 LH1030'THE STATION IS LOCATED AND A MAIN GRADED ROAD GOING NORTH OUT OF
 LH1030'HENDLEY.  IT IS 8 FEET WEST OF A NORTH-EAST FENCE CORNER, 35 FEET
 LH1030'WEST OF THE CENTERLINE OF A NORTH-SOUTH GRADED ROAD AND 30 FEET
 LH1030'SOUTH OF THE CENTERLINE OF THE ABOVE MENTIONED EAST-WEST GRADED
 LH1030'ROAD.  IT IS SET  8 INCHES SQUARE,
 LH1030'PROJECTS 12 INCHES, AND IS STAMPED SINK-1934 AZIMUTH.  IT WAS
 LH1030'RECOVERED IN GOOD CONDITION.
 LH1030'
 LH1030'IMPRACTICAL TO MEASURE BETWEEN REFERENCE MARKS NO. 1 AND 2 DUE TO
 LH1030'LOCATION.
 LH1030'
 LH1030'THE STATION MAY BE REACHED FROM HENDLEY, NEBRASKA BY DRIVING NORTH
 LH1030'ON A GRADED SECTION-LINE ROAD AT THE EAST EDGE OF TOWN FOR 5.0
 LH1030'MILES TO A GRADED ROAD INTERSECTION (CEMETERY IN SOUTHEAST ANGLE),
 LH1030'THENCE LEFT (WEST) 0.75 MILE TO THE TOP OF GRADE AND THE STATION.
 LH1030'
 LH1030'A THIRTY-FOOT TOWER CLEARS ALL LINES FROM THIS STATION.
 LH1030'
 LH1030'ELEVATION 2480 FEET.
 LH1030
 LH1030                          STATION RECOVERY (1951)
 LH1030
 LH1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LH1030'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2 AND
 LH1030'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 LH1030'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LH1030'
 LH1030'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF ARAPAHOE AND 5.5
 LH1030'MILES NORTH-NORTHWEST OF HENDLEY.  IT IS 32 FEET NORTH OF THE CENTER
 LH1030'OF AND EAST-WEST DIRT ROAD AND 1 FOOT SOUTH OF A FENCE LINE AND
 LH1030'WITNESS POST.  IT IS STAMPED SINK 1934 AND PROJECTS 3 INCHES.
 LH1030'
 LH1030'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LH1030'DIRT ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1030'STAMPED SINK NO 1 1934 AND PROJECTS 4 INCHES.  NOTE 11B.
 LH1030'
 LH1030'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LH1030'DIRT ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 LH1030'STAMPED SINK NO 2 1934 AND PROJECTS 6 INCHES.
 LH1030'
 LH1030'THE AZIMUTH MARK IS LOCATED 42 FEET WEST OF THE CENTER OF A
 LH1030'NORTH-SOUTH DIRT ROAD, 30 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LH1030'DIRT ROAD, 5 FEET WEST OF A POWER LINE POLE AND 1 FOOT WEST OF A
 LH1030'WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK.  IT IS
 LH1030'STAMPED SINK 1934 AND PROJECTS 8 INCHES.
 LH1030'
 LH1030'TO REACH THE STATION FROM THE POST OFFICE IN ARAPAHOE, GO SOUTH ON
 LH1030'U.S. HIGHWAY 283 FOR 6.9 MILES TO A CROSSROAD, TURN RIGHT AND GO
 LH1030'WEST ON A DIRT ROAD FOR 4.05 MILES TO A CROSSROAD AND THE AZIMUTH
 LH1030'MARK IN THE SOUTHWEST ANGLE AS DESCRIBED.  CONTINUE WEST ON A DIRT
 LH1030'ROAD FOR 0.75 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LH1030
 LH1030                          STATION RECOVERY (1962)
 LH1030
 LH1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 LH1030'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LH1030'CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MN0534 ***********************************************************************
 MN0534  DESIGNATION -  SIOUX
 MN0534  PID         -  MN0534
 MN0534  STATE/COUNTY-  NE/CHEYENNE
 MN0534  USGS QUAD   -  MUD SPRINGS SE (1972)
 MN0534
 MN0534                         *CURRENT SURVEY CONTROL
 MN0534  ___________________________________________________________________
 MN0534* NAD 83(1995)-  41 17 38.24938(N)    103 03 26.37865(W)     ADJUSTED  
 MN0534* NAVD 88     -      1399.     (meters)    4590.     (feet)  SCALED    
 MN0534  ___________________________________________________________________
 MN0534  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 MN0534  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 MN0534
 MN0534  HORZ ORDER  -  SECOND
 MN0534
 MN0534.The horizontal coordinates were established by classical geodetic methods
 MN0534.and adjusted by the National Geodetic Survey in August 1997..
 MN0534
 MN0534.The orthometric height was scaled from a topographic map.
 MN0534
 MN0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 MN0534
 MN0534.The geoid height was determined by GEOID03.
 MN0534
 MN0534;                    North         East     Units Scale Factor Converg.
 MN0534;SPC NE       -   166,692.263   244,056.454   MT  0.99966540   -2 01 33.9
 MN0534;UTM  13      - 4,573,210.178   662,657.784   MT  0.99992562   +1 16 56.3
 MN0534
 MN0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MN0534!SPC NE       -   0.99978375  x   0.99966540  =   0.99944923
 MN0534!UTM  13      -   0.99978375  x   0.99992562  =   0.99970939
 MN0534
 MN0534:                Primary Azimuth Mark                     Grid Az
 MN0534:SPC NE       -  GURLEY MUNICIPAL TANK                    068 02 46.7
 MN0534:UTM  13      -  GURLEY MUNICIPAL TANK                    064 44 16.5
 MN0534
 MN0534|---------------------------------------------------------------------|
 MN0534| PID    Reference Object                     Distance      Geod. Az  |
 MN0534|                                                           dddmmss.s |
 MN0534| MN0499 GURLEY MUNICIPAL TANK               APPROX. 7.5 KM 0660112.8 |
 MN0534| CP8631 SIOUX RM 1                           19.250 METERS 07232     |
 MN0534| MN0536 SIOUX AZ MK                         APPROX. 1.0 KM 0894010.9 |
 MN0534| MN0543 ORDVILLE SIOUX ORD DEPOT TANK       APPROX. 9.3 KM 2024117.2 |
 MN0534| CP8632 SIOUX RM 2                           15.922 METERS 29044     |
 MN0534| CP8633 SIOUX RM 3                           44.989 METERS 29130     |
 MN0534|---------------------------------------------------------------------|
 MN0534
 MN0534                          SUPERSEDED SURVEY CONTROL
 MN0534
 MN0534  NAD 83(1995)-  41 17 38.24872(N)    103 03 26.37869(W) AD(       ) 2
 MN0534  NAD 83(1986)-  41 17 38.24215(N)    103 03 26.37962(W) AD(       ) 2
 MN0534  NAD 27      -  41 17 38.30980(N)    103 03 24.64260(W) AD(       ) 2
 MN0534
 MN0534.Superseded values are not recommended for survey control.
 MN0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MN0534.See file dsdata.txt to determine how the superseded data were derived.
 MN0534
 MN0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6265873210(NAD 83)
 MN0534_MARKER: DS = TRIANGULATION STATION DISK
 MN0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MN0534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MN0534
 MN0534  HISTORY     - Date     Condition        Report By
 MN0534  HISTORY     - 1963     MONUMENTED       CGS
 MN0534  HISTORY     - 1972     MARK NOT FOUND   USGS
 MN0534  HISTORY     - 1977     GOOD             NGS
 MN0534
 MN0534                          STATION DESCRIPTION
 MN0534
 MN0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 MN0534'THE STATION IS LOCATED ON THE SIOUX ORDNANCE DEPOT WHICH IS
 MN0534'THE PROPERTY OF THE UNITED STATES.  THE STATION IS ABOUT 10-1/2
 MN0534'MILES NORTH AND 4-1/4 MILES WEST OF SIDNEY.
 MN0534'
 MN0534'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST
 MN0534'ON U.S. HIGHWAY 30 FOR 1.55 MILES TO A Y-FORK AND THE JUNCTION
 MN0534'OF U.S. HIGHWAY 385.  TURN LEFT, NORTH ON U.S. HIGHWAY 385
 MN0534'FOR 5.35 MILES TO A CROSSROAD AND THE HUNTSMAN ELEVATOR ON
 MN0534'THE LEFT.  TURN LEFT, WEST ON PAVED ROAD FOR 1.05 MILES TO
 MN0534'GUARD GATE NO. 4 AT THE SOUTHEAST CORNER OF THE SIOUX ORDNANCE
 MN0534'DEPOT.  PASS THROUGH THE GUARD GATE AND TURN RIGHT, NORTH FOR
 MN0534'4.8 MILES TO WHERE THE ROAD TURNS LEFT.  TURN LEFT, WEST ON
 MN0534'GRAVELED ROAD FOR 2.85 MILES TO THE AZIMUTH MARK ON THE
 MN0534'RIGHT, NORTH SIDE OF THE ROAD AS DESCRIBED.  CONTINUE WEST ON
 MN0534'GRAVELED ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT, NORTH
 MN0534'SIDE OF THE ROAD AS DESCRIBED.
 MN0534'
 MN0534'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MN0534'12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE
 MN0534'GROUND AND IS STAMPED SIOUX 1963.  IT IS 60 FEET NORTH OF THE
 MN0534'CENTER OF AN EAST-WEST GRAVELED ROAD, 20 FEET SOUTH OF THE NORTH
 MN0534'SECURITY FENCE AROUND THE SIOUX ORDNANCE DEPOT AND 19 FEET
 MN0534'SOUTH OF A METAL WITNESS POST.
 MN0534'
 MN0534'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MN0534'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 6 INCHES AND
 MN0534'IS STAMPED SIOUX NO 1 1963.  IT IS 79 FEET NORTH OF THE CENTER
 MN0534'OF AN EAST-WEST ROAD, 60 FEET EAST OF A METAL WITNESS POST AND
 MN0534'1 FOOT SOUTH OF THE NORTH SECURITY FENCE.
 MN0534'
 MN0534'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MN0534'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 6 INCHES AND
 MN0534'IS STAMPED SIOUX NO 2 1963.  IT IS 79 FEET NORTH OF THE CENTER
 MN0534'OF AN EAST-WEST ROAD, 48 FEET WEST OF A METAL WITNESS POST
 MN0534'AND 1 FOOT SOUTH OF THE NORTH SECURITY FENCE.
 MN0534'
 MN0534'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 MN0534'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 5 INCHES AND IS STAMPED
 MN0534'SIOUX 1963.  IT IS 79 FEET NORTH OF AN EAST-WEST GRAVELED
 MN0534'ROAD, 1.7 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND 1.5
 MN0534'FEET SOUTH OF THE NORTH SECURITY FENCE.
 MN0534
 MN0534                          STATION RECOVERY (1972)
 MN0534
 MN0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JEK)
 MN0534'THE STATION MARK, R.M. 1 AND R.M. 2 WERE NOT FOUND.  THE AREA
 MN0534'DESCRIBED IS NOW UNDER CULTIVATION AND NO EVIDENCE OF THE
 MN0534'MARKS WAS FOUND.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 MN0534
 MN0534                          STATION RECOVERY (1977)
 MN0534
 MN0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MN0534'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 MN0534'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT
 MN0534'FOUND.  REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  THE DIRECTION
 MN0534'TO REFERENCE MARK 1 MISSED THE PREVIOUS DIRECTION 40 SECONDS AND
 MN0534'THE DISTANCE MISSED THE PREVIOUS DISTANCE 0.04 FOOT.
 MN0534'
 MN0534'DUE TO CHANGES IN THE AREA A NEW COMPLETE DESCRIPTION FOLLOWS--
 MN0534'
 MN0534'THE STATION IS LOCATED ABOUT 10.5 MILES NORTH AND 4.25 MILES WEST
 MN0534'OF SIDNEY, NOW IN A FIELD UNDER-CULTIVATION, JUST SOUTH ACROSS THE
 MN0534'ROAD FROM A NEW FARM HOME.  NEW PROPERTY OWNER NOT FOUND THIS DATE.
 MN0534'
 MN0534'TO REACH THE STATION FROM THE POST OFFICE IN SIDNEY, GO EAST ON
 MN0534'HIGHWAY 30 FOR 1.55 MILES TO THE JUNCTION OF US HIGHWAY 385, TURN
 MN0534'LEFT AND GO NORTH ON HIGHWAY 385 FOR 5.65 MILES TO A CROSSROAD AND
 MN0534'THE HUNTSMAN GRAIN ELEVATOR ON THE LEFT, TURN LEFT AND GO WEST ON
 MN0534'A SURFACED ROAD FOR 1.0 MILES TO A CROSSROAD, TURN RIGHT AND GO
 MN0534'NORTH ON A GRAVELED ROAD FOR 5.0 MILES TO A SIDE ROAD ON THE
 MN0534'LEFT, TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 2.7 MILES TO
 MN0534'THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON THE GRAVELED
 MN0534'ROAD FOR 0.6 MILE TO A FARM HOME ON THE RIGHT AND THE STATION ON
 MN0534'THE LEFT.
 MN0534'
 MN0534'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED SIOUX 1963,
 MN0534'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 MN0534'THE GROUND SURFACE.  IT IS 148.2 FEET EAST-SOUTHEAST OF A POWER
 MN0534'POLE, 63 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 1.8 FEET WEST
 MN0534'OF A METAL WITNESS POST AND 1.4 FEET EAST OF A METAL WITNESS
 MN0534'POST.  THE UNDERGROUND DISK WAS NOT INSPECTED THIS DATE.  REBAR
 MN0534'DRIVEN INTO GROUND BESIDE THE STATION MARK.
 MN0534'
 MN0534'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SIOUX NO 1 1963, SET IN
 MN0534'THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 4 INCHES
 MN0534'ABOVE THE GROUND SURFACE.  IT IS 94.5 FEET WEST-SOUTHWEST OF A POWER
 MN0534'POLE, 43 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 1.5 FEET
 MN0534'WEST OF A METAL WITNESS POST AND 0.5 FOOT NORTH OF A METAL WITNESS
 MN0534'POST.
 MN0534'
 MN0534'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 MN0534'SIOUX 1963 NO 3 1977 AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 MN0534'IT IS 30 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 1.3 FEET
 MN0534'EAST OF A POWER POLE AND 0.8 FOOT NORTH OF A METAL WITNESS POST.
 MN0534'
 MN0534'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SIOUX 1963, SET IN THE
 MN0534'TOP OF A 12 INCH ROUND CONCRETE POST PROJECTION 6 INCHES.  IT IS
 MN0534'36 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 8.5 FEET
 MN0534'SOUTH-SOUTHEAST OF A POWER POLE AND 1.1 FEET SOUTHWEST OF A METAL
 MN0534'WITNESS POST.
 MN0534'
 MN0534'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.5 MILES N
 MN0534'AND 4.5 MILE W OF SIDNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0978 ***********************************************************************
 MK0978  DESIGNATION -  SKULL
 MK0978  PID         -  MK0978
 MK0978  STATE/COUNTY-  NE/BUTLER
 MK0978  USGS QUAD   -  LOMA (1969)
 MK0978
 MK0978                         *CURRENT SURVEY CONTROL
 MK0978  ___________________________________________________________________
 MK0978* NAD 83(1995)-  41 12 36.49955(N)    096 57 42.16571(W)     ADJUSTED  
 MK0978* NAVD 88     -       502.103  (meters)    1647.32   (feet)  ADJUSTED  
 MK0978  ___________________________________________________________________
 MK0978  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 MK0978  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 MK0978  DYNAMIC HT  -         501.859 (meters)    1646.52  (feet)  COMP
 MK0978  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 MK0978
 MK0978  HORZ ORDER  -  SECOND
 MK0978  VERT ORDER  -  SECOND    CLASS 0
 MK0978
 MK0978.The horizontal coordinates were established by classical geodetic methods
 MK0978.and adjusted by the National Geodetic Survey in August 1997..
 MK0978
 MK0978.The orthometric height was determined by differential leveling
 MK0978.and adjusted by the National Geodetic Survey in June 1991..
 MK0978
 MK0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK0978
 MK0978.The geoid height was determined by GEOID03.
 MK0978
 MK0978.The dynamic height is computed by dividing the NAVD 88
 MK0978.geopotential number by the normal gravity value computed on the
 MK0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0978.degrees latitude (g = 980.6199 gals.).
 MK0978
 MK0978.The modeled gravity was interpolated from observed gravity values.
 MK0978
 MK0978;                    North         East     Units Scale Factor Converg.
 MK0978;SPC NE       -   157,336.026   754,677.219   MT  0.99967184   +2 00 48.5
 MK0978;UTM  14      - 4,564,087.865   670,882.309   MT  0.99995939   +1 20 35.5
 MK0978
 MK0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0978!SPC NE       -   0.99992539  x   0.99967184  =   0.99959726
 MK0978!UTM  14      -   0.99992539  x   0.99995939  =   0.99988478
 MK0978
 MK0978:                Primary Azimuth Mark                     Grid Az
 MK0978:SPC NE       -  RADIO MAST KAR 72 ENE BRAINARD           094 48 30.7
 MK0978:UTM  14      -  RADIO MAST KAR 72 ENE BRAINARD           095 28 43.7
 MK0978
 MK0978|---------------------------------------------------------------------|
 MK0978| PID    Reference Object                     Distance      Geod. Az  |
 MK0978|                                                           dddmmss.s |
 MK0978| MK2096 RADIO MAST KAR 72 ENE BRAINARD      APPROX. 3.6 KM 0964919.2 |
 MK0978| CL7598 SKULL AZ MK                                        1821054.9 |
 MK0978| MK0979 SKULL RM 1                           18.265 METERS 18611     |
 MK0978| MK1868 BRAINARD MUNICIPAL TANK             APPROX. 4.4 KM 2295842.5 |
 MK0978| MK0980 SKULL RM 2                           20.909 METERS 28209     |
 MK0978|---------------------------------------------------------------------|
 MK0978
 MK0978                          SUPERSEDED SURVEY CONTROL
 MK0978
 MK0978  NAD 83(1986)-  41 12 36.50896(N)    096 57 42.16580(W) AD(       ) 2
 MK0978  NGVD 29 (??/??/92)  501.926  (m)         1646.74   (f) ADJ UNCH    2 0
 MK0978
 MK0978.Superseded values are not recommended for survey control.
 MK0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0978.See file dsdata.txt to determine how the superseded data were derived.
 MK0978
 MK0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7088264088(NAD 83)
 MK0978_MARKER: DB = BENCH MARK DISK
 MK0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0978_STAMPING: SKULL 1961
 MK0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0978+STABILITY: SURFACE MOTION
 MK0978
 MK0978  HISTORY     - Date     Condition        Report By
 MK0978  HISTORY     - 1961     MONUMENTED       CGS
 MK0978
 MK0978                          STATION DESCRIPTION
 MK0978
 MK0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0978'4 MI NE FROM BRAINARD.
 MK0978'0.05 MILE WEST ALONG STREET FROM THE RAILROAD STATION IN
 MK0978'BRAINARD, THENCE 1.45 MILE NORTH ALONG STATE SPUR 392, THENCE 2.2
 MK0978'MILE EAST ALONG U.S. HIGHWAY ALTERNATE 30, THENCE 0.3 MILE NORTH
 MK0978'ALONG THE PAVED ROAD, 45 FEET WEST OF THE CENTER OF THE ROAD, 12
 MK0978'FEET SOUTH EAST OF A FENCE CORNER, 5 FEET EAST OF A NORTH SOUTH
 MK0978'FENCE ROW, 4.6 FEET EAST OF A METAL WITNESS POST WITH SIGN, SET
 MK0978'IN TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NO0414 ***********************************************************************
 NO0414  DESIGNATION -  SKULL
 NO0414  PID         -  NO0414
 NO0414  STATE/COUNTY-  NE/CHERRY
 NO0414  USGS QUAD   -  LONG LAKE SE (1985)
 NO0414
 NO0414                         *CURRENT SURVEY CONTROL
 NO0414  ___________________________________________________________________
 NO0414* NAD 83(1995)-  42 22 28.73263(N)    100 17 31.50594(W)     ADJUSTED  
 NO0414* NAVD 88     -       924.     (meters)    3031.     (feet)  SCALED    
 NO0414  ___________________________________________________________________
 NO0414  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 NO0414  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 NO0414
 NO0414  HORZ ORDER  -  SECOND
 NO0414
 NO0414.The horizontal coordinates were established by classical geodetic methods
 NO0414.and adjusted by the National Geodetic Survey in August 1997..
 NO0414
 NO0414.The orthometric height was scaled from a topographic map.
 NO0414
 NO0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 NO0414
 NO0414.The geoid height was determined by GEOID03.
 NO0414
 NO0414;                    North         East     Units Scale Factor Converg.
 NO0414;SPC NE       -   282,202.169   475,948.496   MT  0.99977362   -0 11 36.8
 NO0414;UTM  14      - 4,692,182.810   393,621.728   MT  0.99973923   -0 52 15.3
 NO0414
 NO0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NO0414!SPC NE       -   0.99985847  x   0.99977362  =   0.99963213
 NO0414!UTM  14      -   0.99985847  x   0.99973923  =   0.99959774
 NO0414
 NO0414:                Primary Azimuth Mark                     Grid Az
 NO0414:SPC NE       -  SKULL AZ MK                              181 54 46.3
 NO0414:UTM  14      -  SKULL AZ MK                              182 35 24.8
 NO0414
 NO0414|---------------------------------------------------------------------|
 NO0414| PID    Reference Object                     Distance      Geod. Az  |
 NO0414|                                                           dddmmss.s |
 NO0414| CO4554 SKULL AZ MK                                        1814309.5 |
 NO0414| CO4555 SKULL RM 1                           16.807 METERS 23100     |
 NO0414| CO4556 SKULL RM 2                           25.619 METERS 34324     |
 NO0414|---------------------------------------------------------------------|
 NO0414
 NO0414                          SUPERSEDED SURVEY CONTROL
 NO0414
 NO0414  NAD 83(1986)-  42 22 28.73471(N)    100 17 31.51438(W) AD(       ) 2
 NO0414  NAD 27      -  42 22 28.74500(N)    100 17 30.04200(W) AD(       ) 2
 NO0414
 NO0414.Superseded values are not recommended for survey control.
 NO0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NO0414.See file dsdata.txt to determine how the superseded data were derived.
 NO0414
 NO0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLM9362292183(NAD 83)
 NO0414_MARKER: DS = TRIANGULATION STATION DISK
 NO0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NO0414
 NO0414  HISTORY     - Date     Condition        Report By
 NO0414  HISTORY     - 1949     MONUMENTED       CGS
 NO0414
 NO0414                          STATION DESCRIPTION
 NO0414
 NO0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 NO0414'THE STATION IS LOCATED ABOUT 22.0 MILES SOUTH-SOUTHWEST OF
 NO0414'WOODLAKE, 3.5 MILES SOUTH OF SKULL LAKE AND 2.5 MILES
 NO0414'SOUTH-SOUTHWEST OF LITTLE SKULL LAKE ON LAND OWNED BY MR. HENRY
 NO0414'VOSS AND LEASED BY MR. J.A. MORRIS.  IT IS ON THE HIGHEST POINT
 NO0414'OF SANDY RIDGE, 6 FEET NORTH OF WITNESS POST.  IT IS STAMPED
 NO0414'SKULL 1949 AND PROJECTS 1 INCH.
 NO0414'
 NO0414'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, ON THE WEST
 NO0414'SLOPE OF THE HILL.  THE SLOPE DISTANCE MEASURED IS 56.33 FEET
 NO0414'AND 17.170 METERS.  IT IS STAMPED SKULL NO 1 1949 AND PROJECTS
 NO0414'4 INCHES.
 NO0414'
 NO0414'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, ON THE NORTH
 NO0414'END OF THE SAME RIDGE AS THE STATION.  IT IS STAMPED SKULL NO
 NO0414'2 1949 AND PROJECTS 3 INCHES.
 NO0414'
 NO0414'THE AZIMUTH MARK IS SOUTH OF THE STATION, 300 FEET WEST OF
 NO0414'SAND BLOW-OUT, 240 FEET SOUTH OF TRACK ROAD, 2 FEET WEST OF
 NO0414'WITNESS POST AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT
 NO0414'IS STAMPED SKULL 1949 AND PROJECTS 6 INCHES.
 NO0414'
 NO0414'TO REACH THE STATION FROM THE CROSSROADS AT THE WELKER PHILLIPS
 NO0414'66 SERVICE STATION ON U.S. HIGHWAY 20 IN WOODLAKE, GO SOUTH
 NO0414'ON GRAVELED ROAD FOR 7.4 MILES TO T-INTERSECTION, TURN RIGHT
 NO0414'AND FOLLOW MAIN TRAVELED ROAD SOUTH-SOUTHWEST FOR 7.4 MILES
 NO0414'TO RANCH HOME ON THE RIGHT, CONTINUE SOUTH ON MAIN TRAVELED
 NO0414'ROAD FOR 0.9 MILE TO FORKS, TAKE RIGHT FORK AND CONTINUE SOUTH
 NO0414'FOR 4.7 MILES TO FORK 0.05 MILE AFTER CROSSING THRID CATTLE
 NO0414'GUARD, TAKE RIGHT FORK AND CONTINUE SOUTH ON MAIN TRAVELED
 NO0414'ROAD FOR 0.35 MILE TO CROSSROADS AT MAIL BOX W.S. MORRIS,
 NO0414'CONTINUE SOUTH ON MAIN TRAVELED ROAD FOR 2.35 MILE TO CATTLE
 NO0414'GUARD, DO NOT CROSS THIS CATTLE GUARD, TURN SHARP LEFT ON
 NO0414'TRACK ROAD AND GO 1.55 MILES TO CATTLE GUARD, CROSS GUARD AND
 NO0414'CONTINUE EAST ON TRACK ROAD FOR 0.6 MILE TO SAND BLOW-OUT IN
 NO0414'FENCE LINE ON THE RIGHT AND AZIMUTH MARK JUST WEST AS
 NO0414'DESCRIBED, TURN LEFT AND GO NORTH ON DIM TRACK ROAD FOR
 NO0414'0.7 MILE TO WINDMILL, LEAVE ROAD AND GO NORTHEAST FOR 0.3
 NO0414'MILE TO THE HIGHEST POINT OF THE RIDGE AND STATION AS
 NO0414'DESCRIBED.
 NO0414'
 NO0414'A 4 FOOT SIGNAL AT GOOSE CREEK (USGS) IS VISIBLE AT 4 FEET.
 NO0414'
 NO0414'A 4 FOOT SIGNAL AT STATION KELLER IS VISIBLE AT 4 FEET.
 NO0414'
 NO0414'A 100 FOOT SIGNAL AT STATION REFUGE IS VISIBLE AT 4 FEET.
 NO0414'
 NO0414'A 4 FOOT SIGNAL AT STATION MORRIS IS VISIBLE AT 4 FEET.
 NO0414'
 NO0414'A 4 FOOT SIGNAL AT STATION MOON (USGS) IS VISIBLE AT 4 FEET.
 NO0414'
 NO0414'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0977 ***********************************************************************
 MK0977  HT_MOD      -  This is a Height Modernization Survey Station.
 MK0977  DESIGNATION -  SKULL AZ MK
 MK0977  PID         -  MK0977
 MK0977  STATE/COUNTY-  NE/BUTLER
 MK0977  USGS QUAD   -  LOMA (1969)
 MK0977
 MK0977                         *CURRENT SURVEY CONTROL
 MK0977  ___________________________________________________________________
 MK0977* NAD 83(1995)-  41 12 20.61852(N)    096 57 42.95896(W)     ADJUSTED  
 MK0977* NAVD 88     -       502.00   (meters)    1647.0    (feet)  GPS OBS   
 MK0977  ___________________________________________________________________
 MK0977  X           -    -582,526.024 (meters)                     COMP
 MK0977  Y           -  -4,770,494.165 (meters)                     COMP
 MK0977  Z           -   4,179,952.571 (meters)                     COMP
 MK0977  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 MK0977  ELLIP HEIGHT-         475.57  (meters)          (03/30/05) GPS OBS
 MK0977  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 MK0977  DYNAMIC HT  -         501.76  (meters)    1646.2   (feet)  COMP
 MK0977  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 MK0977
 MK0977  HORZ ORDER  -  B
 MK0977  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 MK0977  ELLP ORDER  -  THIRD     CLASS I
 MK0977
 MK0977.The horizontal coordinates were established by GPS observations
 MK0977.and adjusted by the National Geodetic Survey in March 2005..
 MK0977
 MK0977.The orthometric height was determined by GPS observations and a
 MK0977.high-resolution geoid model using precise GPS observation and
 MK0977.processing techniques. It supersedes the leveled height previously
 MK0977.determined for this station.
 MK0977.The vertical order pertains to the first NAVD 88 superseded value.
 MK0977
 MK0977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MK0977
 MK0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 MK0977
 MK0977.The ellipsoidal height was determined by GPS observations
 MK0977.and is referenced to NAD 83.
 MK0977
 MK0977.The geoid height was determined by GEOID03.
 MK0977
 MK0977.The dynamic height is computed by dividing the NAVD 88
 MK0977.geopotential number by the normal gravity value computed on the
 MK0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0977.degrees latitude (g = 980.6199 gals.).
 MK0977
 MK0977.The modeled gravity was interpolated from observed gravity values.
 MK0977
 MK0977;                    North         East     Units Scale Factor Converg.
 MK0977;SPC NE       -   156,845.919   754,675.963   MT  0.99967224   +2 00 47.9
 MK0977;UTM  14      - 4,563,597.666   670,875.317   MT  0.99995936   +1 20 34.6
 MK0977
 MK0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MK0977!SPC NE       -   0.99992541  x   0.99967224  =   0.99959767
 MK0977!UTM  14      -   0.99992541  x   0.99995936  =   0.99988477
 MK0977
 MK0977                          SUPERSEDED SURVEY CONTROL
 MK0977
 MK0977  NAVD 88 (06/15/91)  502.022  (m)         1647.05   (f) ADJUSTED    2 0
 MK0977  NGVD 29 (??/??/92)  501.844  (m)         1646.47   (f) ADJ UNCH    2 0
 MK0977
 MK0977.Superseded values are not recommended for survey control.
 MK0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0977.See file dsdata.txt to determine how the superseded data were derived.
 MK0977
 MK0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL7087563598(NAD 83)
 MK0977_MARKER: DB = BENCH MARK DISK
 MK0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0977_STAMPING: SKULL 1961
 MK0977_MAGNETIC: N = NO MAGNETIC MATERIAL
 MK0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0977+STABILITY: SURFACE MOTION
 MK0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MK0977+SATELLITE: SATELLITE OBSERVATIONS - 2002
 MK0977
 MK0977  HISTORY     - Date     Condition        Report By
 MK0977  HISTORY     - 1961     MONUMENTED       CGS
 MK0977  HISTORY     - 2002     GOOD             NEDR
 MK0977
 MK0977                          STATION DESCRIPTION
 MK0977
 MK0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0977'3.7 MI NE FROM BRAINARD.
 MK0977'0.05 MILE WEST ALONG STREET FROM THE RAILROAD STATION IN
 MK0977'BRAINARD, THENCE 1.45 MILE NORTH ALONG STATE SPUR 392, THENCE
 MK0977'2.2 MILE EAST ALONG U.S. HIGHWAY ALTERNATE 30, 68.6 FEET WEST
 MK0977'OF THE CENTER LINE OF U.S. 30, 50 FEET SOUTH OF CENTER OF PAVED
 MK0977'ROAD, 2.3 FEET WEST OF A METAL WITNESS POST WITH SIGN, 0.6 FEET
 MK0977'EAST OF THE RIGHTAWAY FENCE, 1 FOOT LOWER THAN THE ROAD, SET IN
 MK0977'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 MK0977
 MK0977                          STATION RECOVERY (2002)
 MK0977
 MK0977'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2002
 MK0977'UPDATED DESCRIPTION FOLLOWS AS PER KSM, NDOR 2004 MARCH. FROM THE
 MK0977'JUNCTION OF SPUR 12F  TO BRAINARD, GO EAST ON N-92 APPROX 2.28 MILE TO
 MK0977'MARK, 69.0 FEET NORTH OF CENTERLINE OF  HIGHWAY N-92, 50.5 FEET WEST
 MK0977'OF CENTER OF ASPHALT DRIVE NORTH, 20.88 FEET NORTH OF A NAIL  IN
 MK0977'CORNER OF FENCE POST, 1.44 FEET SSE OF A METAL WITNESS POST WITH SIGN,
 MK0977'1.10 FEET NNE OF  AN ORANGE FIBERGLASS WITNESS POST , 0.6 FEET EAST OF
 MK0977'A N-S FENCE, SET IN THE TOP OF A  SQUARE CONCRETE POST THAT PROJECTS 1
 MK0977'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0979 ***********************************************************************
 MK0979  DESIGNATION -  SKULL RM 1
 MK0979  PID         -  MK0979
 MK0979  STATE/COUNTY-  NE/BUTLER
 MK0979  USGS QUAD   -  LOMA (1969)
 MK0979
 MK0979                         *CURRENT SURVEY CONTROL
 MK0979  ___________________________________________________________________
 MK0979* NAD 83(1986)-  41 12 36.     (N)    096 57 43.     (W)     SCALED    
 MK0979* NAVD 88     -       502.198  (meters)    1647.63   (feet)  ADJUSTED  
 MK0979  ___________________________________________________________________
 MK0979  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 MK0979  DYNAMIC HT  -         501.954 (meters)    1646.83  (feet)  COMP
 MK0979  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 MK0979
 MK0979  VERT ORDER  -  SECOND    CLASS 0
 MK0979
 MK0979.The horizontal coordinates were scaled from a topographic map and have
 MK0979.an estimated accuracy of +/- 6 seconds.
 MK0979
 MK0979.The orthometric height was determined by differential leveling
 MK0979.and adjusted by the National Geodetic Survey in June 1991..
 MK0979
 MK0979.The geoid height was determined by GEOID03.
 MK0979
 MK0979.The dynamic height is computed by dividing the NAVD 88
 MK0979.geopotential number by the normal gravity value computed on the
 MK0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0979.degrees latitude (g = 980.6199 gals.).
 MK0979
 MK0979.The modeled gravity was interpolated from observed gravity values.
 MK0979
 MK0979;                    North         East    Units  Estimated Accuracy
 MK0979;SPC NE       -   157,320.      754,660.      MT  (+/- 180 meters Scaled)
 MK0979
 MK0979                          SUPERSEDED SURVEY CONTROL
 MK0979
 MK0979  NGVD 29 (??/??/92)  502.021  (m)         1647.05   (f) ADJ UNCH    2 0
 MK0979
 MK0979.Superseded values are not recommended for survey control.
 MK0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0979.See file dsdata.txt to determine how the superseded data were derived.
 MK0979
 MK0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL708640(NAD 83)
 MK0979_MARKER: DB = BENCH MARK DISK
 MK0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0979_STAMPING: SKULL NO 1 1961
 MK0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0979+STABILITY: SURFACE MOTION
 MK0979
 MK0979  HISTORY     - Date     Condition        Report By
 MK0979  HISTORY     - 1961     MONUMENTED       CGS
 MK0979
 MK0979                          STATION DESCRIPTION
 MK0979
 MK0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0979'4 MI NE FROM BRAINARD.
 MK0979'0.05 MILE WEST ALONG THE STREET FROM THE RAILROAD STATION IN
 MK0979'BRAINARD, THENCE 1.45 MILE NORTH ALONG STATE SPUR 392, THENCE
 MK0979'2.2 MILE EAST ALONG U.S. HIGHWAY ALTERNATE 30, THENCE 0.3 MILE
 MK0979'NORTH ALONG THE PAVED ROAD, 52 FEET WEST OF THE CENTER OF THE
 MK0979'ROAD, 1 FOOT EAST OF THE GOVERNMENT PROPERTY FENCE, SET IN TOP
 MK0979'OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MK0980 ***********************************************************************
 MK0980  DESIGNATION -  SKULL RM 2
 MK0980  PID         -  MK0980
 MK0980  STATE/COUNTY-  NE/BUTLER
 MK0980  USGS QUAD   -  LOMA (1969)
 MK0980
 MK0980                         *CURRENT SURVEY CONTROL
 MK0980  ___________________________________________________________________
 MK0980* NAD 83(1986)-  41 12 35.     (N)    096 57 42.     (W)     SCALED    
 MK0980* NAVD 88     -       502.086  (meters)    1647.26   (feet)  ADJUSTED  
 MK0980  ___________________________________________________________________
 MK0980  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 MK0980  DYNAMIC HT  -         501.842 (meters)    1646.46  (feet)  COMP
 MK0980  MODELED GRAV-     980,122.7   (mgal)                       NAVD 88
 MK0980
 MK0980  VERT ORDER  -  SECOND    CLASS 0
 MK0980
 MK0980.The horizontal coordinates were scaled from a topographic map and have
 MK0980.an estimated accuracy of +/- 6 seconds.
 MK0980
 MK0980.The orthometric height was determined by differential leveling
 MK0980.and adjusted by the National Geodetic Survey in June 1991..
 MK0980
 MK0980.The geoid height was determined by GEOID03.
 MK0980
 MK0980.The dynamic height is computed by dividing the NAVD 88
 MK0980.geopotential number by the normal gravity value computed on the
 MK0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MK0980.degrees latitude (g = 980.6199 gals.).
 MK0980
 MK0980.The modeled gravity was interpolated from observed gravity values.
 MK0980
 MK0980;                    North         East    Units  Estimated Accuracy
 MK0980;SPC NE       -   157,290.      754,680.      MT  (+/- 180 meters Scaled)
 MK0980
 MK0980                          SUPERSEDED SURVEY CONTROL
 MK0980
 MK0980  NGVD 29 (??/??/92)  501.909  (m)         1646.68   (f) ADJ UNCH    2 0
 MK0980
 MK0980.Superseded values are not recommended for survey control.
 MK0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MK0980.See file dsdata.txt to determine how the superseded data were derived.
 MK0980
 MK0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPL708640(NAD 83)
 MK0980_MARKER: DR = REFERENCE MARK DISK
 MK0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MK0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MK0980_STAMPING: SKULL NO 2 1961
 MK0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MK0980+STABILITY: SURFACE MOTION
 MK0980
 MK0980  HISTORY     - Date     Condition        Report By
 MK0980  HISTORY     - 1961     MONUMENTED       CGS
 MK0980
 MK0980                          STATION DESCRIPTION
 MK0980
 MK0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MK0980'4 MI NE FROM BRAINARD.
 MK0980'0.05 MILE WEST ALONG THE STREET FROM THE RAILROAD STATION IN
 MK0980'BRAINARD, THENCE 1.45 MILE NORTH ALONG STATE SPUR 392, THENCE
 MK0980'2.2 MILE EAST ALONG U.S. HIGHWAY ALTERNATE 30, THENCE 0.3 MILE
 MK0980'NORTH ALONG THE OILED ROAD, 62 FEET WEST OF THE FENCE CORNER,
 MK0980'1 FOOT NORTH OF THE GOVERNMENT PROPERTY FENCE, SET IN TOP OF A
 MK0980'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LH1167 ***********************************************************************
 LH1167  DESIGNATION -  SKULLY
 LH1167  PID         -  LH1167
 LH1167  STATE/COUNTY-  NE/NUCKOLLS
 LH1167  USGS QUAD   -  NELSON (1974)
 LH1167
 LH1167                         *CURRENT SURVEY CONTROL
 LH1167  ___________________________________________________________________
 LH1167* NAD 83(1995)-  40 08 25.91398(N)    098 02 52.60227(W)     ADJUSTED  
 LH1167* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 LH1167  ___________________________________________________________________
 LH1167  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 LH1167  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 LH1167
 LH1167  HORZ ORDER  -  FIRST
 LH1167
 LH1167.The horizontal coordinates were established by classical geodetic methods
 LH1167.and adjusted by the National Geodetic Survey in August 1997..
 LH1167
 LH1167.The orthometric height was scaled from a topographic map.
 LH1167
 LH1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1167
 LH1167.The geoid height was determined by GEOID03.
 LH1167
 LH1167;                    North         East     Units Scale Factor Converg.
 LH1167;SPC NE       -    35,987.560   666,327.070   MT  0.99993944   +1 17 37.0
 LH1167;SPC KS N     -   200,635.917   395,913.874   MT  1.00007750   -0 01 49.2
 LH1167;UTM  14      - 4,443,789.449   581,100.919   MT  0.99968097   +0 36 49.6
 LH1167
 LH1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1167!SPC NE       -   0.99991999  x   0.99993944  =   0.99985944
 LH1167!SPC KS N     -   0.99991999  x   1.00007750  =   0.99999748
 LH1167!UTM  14      -   0.99991999  x   0.99968097  =   0.99960099
 LH1167
 LH1167:                Primary Azimuth Mark                     Grid Az
 LH1167:SPC NE       -  SKULLY AZ MK                             359 15 30.7
 LH1167:SPC KS N     -  SKULLY AZ MK                             000 34 56.9
 LH1167:UTM  14      -  SKULLY AZ MK                             359 56 18.1
 LH1167
 LH1167|---------------------------------------------------------------------|
 LH1167| PID    Reference Object                     Distance      Geod. Az  |
 LH1167|                                                           dddmmss.s |
 LH1167| CO2392 SKULLY AZ MK                                       0003307.7 |
 LH1167| LG0880 RUSKIN MUNICIPAL TANK               APPROX.15.2 KM 0881435.6 |
 LH1167| LG0883 ST MARKS LUTH CH NUCKOLLS CO        APPROX.13.1 KM 1031301.0 |
 LH1167| LH1169 SUPERIOR MUNICIPAL TANK             APPROX.12.2 KM 1871006.9 |
 LH1167| LH1168 AMERICAN LUTH SALEM CH SPIRE        APPROX. 2.4 KM 2222453.5 |
 LH1167| CO2393 SKULLY RM 1                          21.254 METERS 23627     |
 LH1167| CO2394 SKULLY RM 2                          29.307 METERS 32235     |
 LH1167| LH1166 NELSON MUNICIPAL TANK               APPROX. 7.3 KM 3430643.9 |
 LH1167|---------------------------------------------------------------------|
 LH1167
 LH1167                          SUPERSEDED SURVEY CONTROL
 LH1167
 LH1167  NAD 83(1986)-  40 08 25.91931(N)    098 02 52.60213(W) AD(       ) 1
 LH1167  NAD 27      -  40 08 25.88300(N)    098 02 51.45600(W) AD(       ) 1
 LH1167
 LH1167.Superseded values are not recommended for survey control.
 LH1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1167.See file dsdata.txt to determine how the superseded data were derived.
 LH1167
 LH1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK8110143789(NAD 83)
 LH1167_MARKER: DS = TRIANGULATION STATION DISK
 LH1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1167
 LH1167  HISTORY     - Date     Condition        Report By
 LH1167  HISTORY     - 1947     MONUMENTED       CGS
 LH1167  HISTORY     - 1947     GOOD             CGS
 LH1167  HISTORY     - 1975     GOOD             NGS
 LH1167
 LH1167                          STATION DESCRIPTION
 LH1167
 LH1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1167'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF SUPERIOR, 4.5 MILES
 LH1167'SOUTH-SOUTHEAST OF NELSON, 0.5 MILE SOUTH OF STATE HIGHWAY
 LH1167'NO.3 28 FEET EAST OF THE CENTER OF A GRADED ROAD, 14.0 FEET SOUTH
 LH1167'OF A WITNESS POST, AND 13.0 FEET SOUTH OF A FENCE CORNER.  IT IS
 LH1167'SET FLUSH WITH THE GROUND AND IS STAMPED SKULLY 1947.
 LH1167'
 LH1167'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF A CULTIVATED FIELD,
 LH1167'29 FEET WEST OF THE CENTER OF A GRADED ROAD AND 8 FEET SOUTH OF
 LH1167'A POWER LINE POLE.  IT PROJECTS 6 INCHES AND IS STAMPED SKULLY NO
 LH1167'1 1947.
 LH1167'
 LH1167'REFERENCE MARK NO. 2 IS AT THE EAST EDGE OF A CULTIVATED FIELD
 LH1167'AND 29 FEET WEST OF THE CENTER OF A GRADED ROAD.  IT PROJECTS 12
 LH1167'INCHES AND IS STAMPED SKULLY NO 2 1947.
 LH1167'
 LH1167'AZIMUTH MARK IS 79 FEET EAST OF A POWER TRANSFORMER, 64 FEET
 LH1167'SOUTHEAST OF THE CENTER OF INTERSECTION OF A CROSSROAD, 40 FEET
 LH1167'SOUTH OF THE CENTER OF STATE HIGHWAY NO 3, AND 2 FEET EAST OF A
 LH1167'CONCRETE RIGHT-OF-WAY MARKER.  IT PROJECTS 8 INCHES AND IS
 LH1167'STAMPED SKULLY 1947.
 LH1167'
 LH1167'TO REACH THE STATION FROM NELSON, GO SOUTH ON STATE HIGHWAY NO.
 LH1167'14 FOR 4.0 MILES TO ITS JUNCTION WITH STATE HIGHWAY NO. 3, TURN
 LH1167'LEFT AND GO EAST ON STATE HIGHWAY NO. 3 FOR 1.0 MILE TO A
 LH1167'CROSSROAD, AZIMUTH MARK ON THE RIGHT, TURN RIGHT, SOUTH, AND GO
 LH1167'0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LH1167'
 LH1167'AN 87 FOOT SIGNAL AT BYRON IS VISIBLE AT 4 FEET.
 LH1167'
 LH1167'A 74 FOOT SIGNAL AT SANKEY IS VISIBLE AT 4 FEET.
 LH1167'
 LH1167'A 74 FOOT SIGNAL AT KLINKER IS VISIBLE AT 37 FEET.
 LH1167'
 LH1167'A 74 FOOT SIGNAL AT SUPERIOR IS VISIBLE AT 37 FEET.
 LH1167'
 LH1167'A 74 FOOT SIGNAL AT DARWIN IS VISIBLE AT 37 FEET.
 LH1167'
 LH1167'A 4 FOOT SIGNAL AT CLARA IS VISIBLE AT 64 FEET.
 LH1167'
 LH1167'A 74 FOOT SIGNAL AT BANGERT IS VISIBLE AT 4 FEET.
 LH1167'
 LH1167'A 74 FOOT SIGNAL AT JACKSON IS VISIBLE AT 37 FEET.
 LH1167'
 LH1167'A 4 FOOT SIGNAL AT NORA IS VISIBLE AT 37 FEET.
 LH1167'
 LH1167'A 74 FOOT SIGNAL AT LOONTJER IS VISIBLE AT 4 FEET.
 LH1167'
 LH1167'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LH1167
 LH1167                          STATION RECOVERY (1947)
 LH1167
 LH1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LH1167'STATION, REF 1, REF 2, AND
 LH1167'AZIMUTH FOUND IN GOOD CONDITION AS DESCRIBED.  NOTE--LOCATED BUT
 LH1167'NOT USED.
 LH1167'
 LH1167'NEAREST TOWN--SUPERIOR.
 LH1167
 LH1167                          STATION RECOVERY (1975)
 LH1167
 LH1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1167'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LH1167'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1947 DESCRIPTION IS
 LH1167'ADEQUATE FOR RECOVERY OF THE MARKS WITH THE EXCEPTION THAT STATE
 LH1167'HIGHWAY 3 IS NOW US HIGHWAY 136.  A NEW METAL WITNESS POST WAS SET
 LH1167'14 FEET NORTH OF THE STATION MARK.  A NEW METAL WITNESS POST WAS
 LH1167'SET 1.5 FEET SOUTH OF REFERENCE MARK 1.  A NEW METAL WITNESS POST
 LH1167'WAS SET 2 FEET EAST OF THE AZIMUTH MARK.
 LH1167'
 LH1167'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.5 MILES
 LH1167'SOUTH-SOUTHEAST OF NELSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0767 ***********************************************************************
 NP0767  DESIGNATION -  SKUNK AZ MK
 NP0767  PID         -  NP0767
 NP0767  STATE/COUNTY-  NE/SHERIDAN
 NP0767  USGS QUAD   -  SKUNK LAKE (1989)
 NP0767
 NP0767                         *CURRENT SURVEY CONTROL
 NP0767  ___________________________________________________________________
 NP0767* NAD 83(1995)-  42 17 45.09735(N)    102 32 57.75869(W)     ADJUSTED  
 NP0767* NAVD 88     -      1177.     (meters)    3862.     (feet)  SCALED    
 NP0767  ___________________________________________________________________
 NP0767  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 NP0767  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 NP0767
 NP0767  HORZ ORDER  -  THIRD
 NP0767
 NP0767.The horizontal coordinates were established by classical geodetic methods
 NP0767.and adjusted by the National Geodetic Survey in August 1997..
 NP0767
 NP0767.The orthometric height was scaled from a topographic map.
 NP0767
 NP0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0767
 NP0767.The geoid height was determined by GEOID03.
 NP0767
 NP0767;                    North         East     Units Scale Factor Converg.
 NP0767;SPC NE       -   276,510.509   289,845.619   MT  0.99975366   -1 41 22.1
 NP0767;UTM  13      - 4,685,534.430   702,017.802   MT  1.00010217   +1 38 59.0
 NP0767
 NP0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0767!SPC NE       -   0.99981837  x   0.99975366  =   0.99957207
 NP0767!UTM  13      -   0.99981837  x   1.00010217  =   0.99992052
 NP0767
 NP0767                          SUPERSEDED SURVEY CONTROL
 NP0767
 NP0767  NAD 83(1995)-  42 17 45.09582(N)    102 32 57.75777(W) AD(       ) 3
 NP0767  NAD 83(1986)-  42 17 45.09258(N)    102 32 57.75761(W) AD(       ) 3
 NP0767
 NP0767.Superseded values are not recommended for survey control.
 NP0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0767.See file dsdata.txt to determine how the superseded data were derived.
 NP0767
 NP0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0201885534(NAD 83)
 NP0767_MARKER: DZ = AZIMUTH MARK DISK
 NP0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0767_SP_SET: CONCRETE POST
 NP0767_STAMPING: SKUNK 1946
 NP0767_MARK LOGO: CGS   
 NP0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 NP0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0767+STABILITY: SURFACE MOTION
 NP0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0767+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1982
 NP0767
 NP0767  HISTORY     - Date     Condition        Report By
 NP0767  HISTORY     - 1946     MONUMENTED       CGS
 NP0767  HISTORY     - 19820806 GOOD             NGS
 NP0767
 NP0767                          STATION DESCRIPTION
 NP0767
 NP0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NP0767'THE STATION IS LOCATED ABOUT 35.4 KM (22.0 MI) NORTHEAST FROM
 NP0767'ALLIANCE, 31.4 KM (19.5 MI) NORTH FROM THE SHERIDAN/GARDEN COUNTY
 NP0767'LINE, 17.7 KM (11.0 MI) EAST FROM THE SHERIDAN/BOX BUTTE COUNTY LINE,
 NP0767'ON A PROMINENT HILL IN THE NORTHEAST CORNER OF THE THE SOUTHEAST 1/4,
 NP0767'SEC26, T27N, R45W AND ON PROPERTY OWNED BY KEN HOOPER, LONG LAKE
 NP0767'ROUTE, ALLIANCE, NEBRASKA, 69301. TELEPHONE 308 762 2721.
 NP0767'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 2 AND U.S. HIGHWAY 385, AT
 NP0767'THE EAST EDGE OF ALLIANCE, GO NORTH ON HIGHWAY 385 FOR 25.7 KM
 NP0767'(16.0 MI) TO STATE HIGHWAY 87 AND ROAD 7A SPUR.  TURN RIGHT AND GO
 NP0767'EAST ON ROAD 7A SPUR FOR 11.02 KM (6.85 MI) TO THE END OF PAVEMENT.
 NP0767'CONTINUE EAST ON A GRAVELED ROAD FOR 3.78 KM (2.35 MI) TO A T-ROAD.
 NP0767'TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.5 MI) TO A CURVE.  CONTINUE
 NP0767'EAST FOR 2.66 KM (1.65 MI) TO A FORK.  BEAR RIGHT AND GO SOUTHEAST
 NP0767'AND EAST FOR 4.02 KM (2.50 MI) TO A FORK AND RANCH BUILDINGS ON THE
 NP0767'RIGHT.  BEAR LEFT AND CONTINUE EAST FOR 3.30 KM (2.05 MI) TO THE
 NP0767'HOOPER HOUSE ON THE LEFT.  CONTINUE EAST ON A TRACK ROAD FOR 1.45 KM
 NP0767'(0.90 MI) TO A CATTLE GUARD AND THE AZIMUTH MARK.
 NP0767'THE DISK IS SET INTO THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 NP0767'0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.  IT 41.7 M (136.8 FT) SOUTH
 NP0767'FROM THE CENTER OF THE CATTLE GUARD, 0.3 M (1.0 FT) NORTH FROM A
 NP0767'WITNESS POST AND 0.3 M (1.0 FT) EAST FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NP0768 ***********************************************************************
 NP0768  DESIGNATION -  SKUNK RESET
 NP0768  PID         -  NP0768
 NP0768  STATE/COUNTY-  NE/SHERIDAN
 NP0768  USGS QUAD   -  SKUNK LAKE (1989)
 NP0768
 NP0768                         *CURRENT SURVEY CONTROL
 NP0768  ___________________________________________________________________
 NP0768* NAD 83(1995)-  42 17 34.79240(N)    102 31 53.15246(W)     ADJUSTED  
 NP0768* NAVD 88     -      1215.     (meters)    3986.     (feet)  SCALED    
 NP0768  ___________________________________________________________________
 NP0768  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 NP0768  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 NP0768
 NP0768  HORZ ORDER  -  THIRD
 NP0768
 NP0768.The horizontal coordinates were established by classical geodetic methods
 NP0768.and adjusted by the National Geodetic Survey in August 1997..
 NP0768
 NP0768.The orthometric height was scaled from a topographic map.
 NP0768
 NP0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 NP0768
 NP0768.The geoid height was determined by GEOID03.
 NP0768
 NP0768;                    North         East     Units Scale Factor Converg.
 NP0768;SPC NE       -   276,149.294   291,315.256   MT  0.99975297   -1 40 39.3
 NP0768;UTM  13      - 4,685,259.334   703,506.510   MT  1.00010960   +1 39 42.2
 NP0768
 NP0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NP0768!SPC NE       -   0.99981245  x   0.99975297  =   0.99956546
 NP0768!UTM  13      -   0.99981245  x   1.00010960  =   0.99992203
 NP0768
 NP0768|---------------------------------------------------------------------|
 NP0768| PID    Reference Object                     Distance      Geod. Az  |
 NP0768|                                                           dddmmss.s |
 NP0768| NP0779 SKUNK RM 1                           12.821 METERS 02214     |
 NP0768| NP0767 SKUNK AZ MK                         APPROX. 1.5 KM 2820752.6 |
 NP0768| NP0780 SKUNK RM 2                           14.312 METERS 29455     |
 NP0768|---------------------------------------------------------------------|
 NP0768
 NP0768                          SUPERSEDED SURVEY CONTROL
 NP0768
 NP0768  NAD 83(1995)-  42 17 34.79072(N)    102 31 53.15131(W) AD(       ) 3
 NP0768  NAD 83(1986)-  42 17 34.78753(N)    102 31 53.15112(W) AD(       ) 3
 NP0768  NAD 27      -  42 17 34.89100(N)    102 31 51.43000(W) AD(       ) 3
 NP0768
 NP0768.Superseded values are not recommended for survey control.
 NP0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NP0768.See file dsdata.txt to determine how the superseded data were derived.
 NP0768
 NP0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGG0350785259(NAD 83)
 NP0768_MARKER: DH = HORIZONTAL CONTROL DISK
 NP0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NP0768_SP_SET: CONCRETE POST
 NP0768_STAMPING: SKUNK 1946 1982
 NP0768_MARK LOGO: NGS   
 NP0768_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NP0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NP0768+STABILITY: SURFACE MOTION
 NP0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NP0768+SATELLITE: SATELLITE OBSERVATIONS - 1982
 NP0768
 NP0768  HISTORY     - Date     Condition        Report By
 NP0768  HISTORY     - 1982     MONUMENTED       NGS
 NP0768
 NP0768                          STATION DESCRIPTION
 NP0768
 NP0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NP0768'THE STATION IS LOCATED ABOUT 35.4 KM (22.0 MI) NORTHEAST FROM
 NP0768'ALLIANCE, 31.4 KM (19.5 MI) NORTH FROM THE SHERIDAN/GARDEN COUNTY
 NP0768'LINE, 17.7 KM (11.0 MI) EAST FROM THE SHERIDAN/BOX BUTTE COUNTY LINE,
 NP0768'ON A PROMINENT HILL IN THE NORTHEAST CORNER OF THE THE SOUTHEAST 1/4,
 NP0768'SEC26, T27N, R45W AND ON PROPERTY OWNED BY KEN HOOPER, LONG LAKE
 NP0768'ROUTE, ALLIANCE, NEBRASKA, 69301. TELEPHONE 308 762 2721.
 NP0768'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 2 AND U.S. HIGHWAY 385, AT
 NP0768'THE EAST EDGE OF ALLIANCE, GO NORTH ON HIGHWAY 385 FOR 25.7 KM
 NP0768'(16.0 MI) TO STATE HIGHWAY 87 AND ROAD 7A SPUR.  TURN RIGHT AND GO
 NP0768'EAST ON ROAD 7A SPUR FOR 11.02 KM (6.85 MI) TO THE END OF PAVEMENT.
 NP0768'CONTINUE EAST ON A GRAVELED ROAD FOR 3.78 KM (2.35 MI) TO A T-ROAD.
 NP0768'TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.5 MI) TO A CURVE.  CONTINUE
 NP0768'EAST FOR 2.66 KM (1.65 MI) TO A FORK.  BEAR RIGHT AND GO SOUTHEAST
 NP0768'AND EAST FOR 4.02 KM (2.50 MI) TO A FORK AND RANCH BUILDINGS ON THE
 NP0768'RIGHT.  BEAR LEFT AND CONTINUE EAST FOR 3.30 KM (2.05 MI) TO THE
 NP0768'HOOPER HOUSE ON THE LEFT.  CONTINUE EAST ON A TRACK ROAD FOR 1.45 KM
 NP0768'(0.90 MI) TO A CATTLE GUARD AND THE AZIMUTH MARK.  CONTINUE EAST FOR
 NP0768'1.29 KM (0.80 MI) , AT THIS POINT, BEAR RIGHT AND GO SOUTHEAST,
 NP0768'UPHILL, FOR 0.72 KM (0.45 MI) TO THE STATION.
 NP0768'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 NP0768'PROJECTS 0.12 M (0.39 FT) ABOVE THE GROUND SURFACE.  THE UNDERGROUND
 NP0768'DISK IS STAMPED SKUNK 1946 AND IS RECESSED 0.9 M (3.0 FT) BELOW THE
 NP0768'GROUND SURFACE. THERE ARE NO LOCAL OBJECTS TO REFERENCE TO AND
 NP0768'BECAUSE THE MARK IS IN OPEN PASTURE LAND NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LG0585 ***********************************************************************
 LG0585  DESIGNATION -  SMOKE
 LG0585  PID         -  LG0585
 LG0585  STATE/COUNTY-  NE/SALINE
 LG0585  USGS QUAD   -  SWANTON (1961)
 LG0585
 LG0585                         *CURRENT SURVEY CONTROL
 LG0585  ___________________________________________________________________
 LG0585* NAD 83(1995)-  40 29 00.86894(N)    097 05 18.60466(W)     ADJUSTED  
 LG0585* NAVD 88     -       455.860  (meters)    1495.60   (feet)  ADJUSTED  
 LG0585  ___________________________________________________________________
 LG0585  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 LG0585  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 LG0585  DYNAMIC HT  -         455.614 (meters)    1494.79  (feet)  COMP
 LG0585  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 LG0585
 LG0585  HORZ ORDER  -  SECOND
 LG0585  VERT ORDER  -  SECOND    CLASS 0
 LG0585
 LG0585.The horizontal coordinates were established by classical geodetic methods
 LG0585.and adjusted by the National Geodetic Survey in August 1997..
 LG0585
 LG0585.The orthometric height was determined by differential leveling
 LG0585.and adjusted by the National Geodetic Survey in June 1991..
 LG0585
 LG0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0585
 LG0585.The geoid height was determined by GEOID03.
 LG0585
 LG0585.The dynamic height is computed by dividing the NAVD 88
 LG0585.geopotential number by the normal gravity value computed on the
 LG0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LG0585.degrees latitude (g = 980.6199 gals.).
 LG0585
 LG0585.The modeled gravity was interpolated from observed gravity values.
 LG0585
 LG0585;                    North         East     Units Scale Factor Converg.
 LG0585;SPC NE       -    76,352.158   746,769.423   MT  0.99981630   +1 55 46.0
 LG0585;UTM  14      - 4,483,186.449   662,012.935   MT  0.99992310   +1 14 28.6
 LG0585
 LG0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0585!SPC NE       -   0.99993270  x   0.99981630  =   0.99974901
 LG0585!UTM  14      -   0.99993270  x   0.99992310  =   0.99985581
 LG05